














                                  SURVEY CONTROL DATA
                                
                             STATE=IA
                             [OCTOBER  6, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0451 ***********************************************************************
 LE0451  DESIGNATION -  067
 LE0451  PID         -  LE0451
 LE0451  STATE/COUNTY-  IA/WAPELLO
 LE0451  USGS QUAD   -  OTTUMWA SOUTH (1976)
 LE0451
 LE0451                         *CURRENT SURVEY CONTROL
 LE0451  ___________________________________________________________________
 LE0451* NAD 83(1996)-  40 58 03.31348(N)    092 25 42.46295(W)     ADJUSTED  
 LE0451* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 LE0451  ___________________________________________________________________
 LE0451  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 LE0451  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LE0451
 LE0451  HORZ ORDER  -  THIRD
 LE0451
 LE0451.The horizontal coordinates were established by classical geodetic methods
 LE0451.and adjusted by the National Geodetic Survey in May 1999..
 LE0451.No horizontal observational check was made to the station.
 LE0451
 LE0451.The orthometric height was scaled from a topographic map.
 LE0451
 LE0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0451
 LE0451.The geoid height was determined by GEOID03.
 LE0451
 LE0451;                    North         East     Units Scale Factor Converg.
 LE0451;SPC IA S     -   108,004.294   590,192.010   MT  0.99995662   +0 42 21.0
 LE0451;UTM  15      - 4,535,316.192   548,090.880   MT  0.99962846   +0 22 29.0
 LE0451
 LE0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0451!SPC IA S     -   0.99996622  x   0.99995662  =   0.99992284
 LE0451!UTM  15      -   0.99996622  x   0.99962846  =   0.99959469
 LE0451
 LE0451                          SUPERSEDED SURVEY CONTROL
 LE0451
 LE0451  NAD 83(1986)-  40 58 03.31771(N)    092 25 42.47432(W) AD(       ) 3
 LE0451  NAD 27      -  40 58 03.26157(N)    092 25 41.80735(W) AD(       ) 3
 LE0451
 LE0451.Superseded values are not recommended for survey control.
 LE0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0451.See file dsdata.txt to determine how the superseded data were derived.
 LE0451
 LE0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4809135316(NAD 83)
 LE0451_MARKER: DD = SURVEY DISK
 LE0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0451_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0451
 LE0451  HISTORY     - Date     Condition        Report By
 LE0451  HISTORY     - 1975     MONUMENTED       NGS
 LE0451
 LE0451                          STATION DESCRIPTION
 LE0451
 LE0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LE0451'NO. 067 IS A BRONZE DISK SET IN THE TOP OF ABOUT A 6 INCH CYLINDRICAL
 LE0451'CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE AND
 LE0451'STAMPED NO 067.  IT IS 56.5 FEET EAST OF A RAIL AND CHAIN SUPPORT
 LE0451'FOR A MAIL BOX, 37 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 14
 LE0451'FEET NORTH OF THE CENTER OF A FIELD APPROACH, 13 FEET
 LE0451'WEST-NORTHWEST OF THE NORTH END GATE POST AND 11.4 FEET WEST OF A
 LE0451'METAL WITNESS POST IN A FENCELINE.
 LE0451'
 LE0451'TO REACH NO 067 FROM THE STATION, GO NORTHERLY ON THE SURFACED ROAD
 LE0451'(OLD HIGHWAY 63) FOR 0.50 MILE TO A ROAD ON THE LEFT, JUST AFTER
 LE0451'CROSSING A BRIDGE.  TURN LEFT AND GO WESTERLY ON SURFACED AND
 LE0451'GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO
 LE0451'SOUTHERLY ON GRAVELED ROAD FOR 0.75 MILE TO TOP OF HILL, A
 LE0451'DRIVEWAY AND FARM HOUSE ON THE RIGHT AND A GATE AND SURVEY MARK NO
 LE0451'067 ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0455 ***********************************************************************
 MG0455  DESIGNATION -  1
 MG0455  PID         -  MG0455
 MG0455  STATE/COUNTY-  IA/WASHINGTON
 MG0455  USGS QUAD   -  AINSWORTH (1970)
 MG0455
 MG0455                         *CURRENT SURVEY CONTROL
 MG0455  ___________________________________________________________________
 MG0455* NAD 83(1986)-  41 20 40.     (N)    091 32 33.     (W)     SCALED    
 MG0455* NAVD 88     -       204.060  (meters)     669.49   (feet)  ADJUSTED  
 MG0455  ___________________________________________________________________
 MG0455  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0455  DYNAMIC HT  -         203.975 (meters)     669.21  (feet)  COMP
 MG0455  MODELED GRAV-     980,205.5   (mgal)                       NAVD 88
 MG0455
 MG0455  VERT ORDER  -  FIRST     CLASS II
 MG0455
 MG0455.The horizontal coordinates were scaled from a topographic map and have
 MG0455.an estimated accuracy of +/- 6 seconds.
 MG0455
 MG0455.The orthometric height was determined by differential leveling
 MG0455.and adjusted by the National Geodetic Survey in June 1991..
 MG0455
 MG0455.The geoid height was determined by GEOID03.
 MG0455
 MG0455.The dynamic height is computed by dividing the NAVD 88
 MG0455.geopotential number by the normal gravity value computed on the
 MG0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0455.degrees latitude (g = 980.6199 gals.).
 MG0455
 MG0455.The modeled gravity was interpolated from observed gravity values.
 MG0455
 MG0455;                    North         East    Units  Estimated Accuracy
 MG0455;SPC IA S     -   151,140.      663,810.      MT  (+/- 180 meters Scaled)
 MG0455
 MG0455                          SUPERSEDED SURVEY CONTROL
 MG0455
 MG0455  NGVD 29 (??/??/92)  204.10   (m)          669.6    (f) COMPUTED    1 2
 MG0455
 MG0455.Superseded values are not recommended for survey control.
 MG0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0455.See file dsdata.txt to determine how the superseded data were derived.
 MG0455
 MG0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF219780(NAD 83)
 MG0455_MARKER: Z = SEE DESCRIPTION
 MG0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0455_SP_SET: CULVERT
 MG0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0455
 MG0455  HISTORY     - Date     Condition        Report By
 MG0455  HISTORY     - UNK      MONUMENTED       IAHD
 MG0455  HISTORY     - 1934     GOOD             NGS
 MG0455  HISTORY     - 1942     GOOD             NGS
 MG0455
 MG0455                          STATION DESCRIPTION
 MG0455
 MG0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0455'1 MI N FROM HASKINS.
 MG0455'ONE MILE NORTH ALONG U.S. HIGHWAY 218 FROM THE OVERHEAD CROSSING
 MG0455'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT
 MG0455'HASKINS, AT PAVEMENT STATION 704, AT A 2- BY 2-FOOT CONCRETE-BOX
 MG0455'CULVERT, AND IN THE TOP OF A THE WEST HEADWALL.  A BRONZE PLUG.
 MG0455
 MG0455                          STATION RECOVERY (1942)
 MG0455
 MG0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MG0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0086 ***********************************************************************
 NK0086  DESIGNATION -  1
 NK0086  PID         -  NK0086
 NK0086  STATE/COUNTY-  IA/TAMA
 NK0086  USGS QUAD   -  TRAER (1971)
 NK0086
 NK0086                         *CURRENT SURVEY CONTROL
 NK0086  ___________________________________________________________________
 NK0086* NAD 83(1986)-  42 11 16.     (N)    092 27 11.     (W)     SCALED    
 NK0086* NAVD 88     -       270.76   (+/-2cm)     888.3    (feet)  VERTCON   
 NK0086  ___________________________________________________________________
 NK0086  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NK0086
 NK0086  VERT ORDER  -  ? (See Below)
 NK0086
 NK0086.The horizontal coordinates were scaled from a topographic map and have
 NK0086.an estimated accuracy of +/- 6 seconds.
 NK0086
 NK0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0086.The vertical order pertains to the NGVD 29 superseded value.
 NK0086
 NK0086.The geoid height was determined by GEOID03.
 NK0086
 NK0086;                    North         East    Units  Estimated Accuracy
 NK0086;SPC IA N     - 1,076,930.    1,586,480.      MT  (+/- 180 meters Scaled)
 NK0086
 NK0086                          SUPERSEDED SURVEY CONTROL
 NK0086
 NK0086  NGVD 29 (??/??/92)  270.749  (m)          888.28   (f) ADJ UNCH    ?  
 NK0086
 NK0086.Superseded values are not recommended for survey control.
 NK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0086.See file dsdata.txt to determine how the superseded data were derived.
 NK0086
 NK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG451707(NAD 83)
 NK0086_MARKER: R = RIVET
 NK0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0086_SP_SET: STEP
 NK0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0086
 NK0086  HISTORY     - Date     Condition        Report By
 NK0086  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0086  HISTORY     - 1934     GOOD             NGS
 NK0086
 NK0086                          STATION DESCRIPTION
 NK0086
 NK0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0086'AT TRAER.
 NK0086'AT TRAER, TAMA COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 NK0086'AT THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY OVERHEAD BRIDGE,
 NK0086'AND IN THE BOTTOM STEP OF THE NORTHWEST STONE ABUTMENT.  A
 NK0086'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0138 ***********************************************************************
 NK0138  DESIGNATION -  1
 NK0138  PID         -  NK0138
 NK0138  STATE/COUNTY-  IA/MARSHALL
 NK0138  USGS QUAD   -  LE GRAND (1978)
 NK0138
 NK0138                         *CURRENT SURVEY CONTROL
 NK0138  ___________________________________________________________________
 NK0138* NAD 83(1986)-  42 02 04.     (N)    092 51 47.     (W)     SCALED    
 NK0138* NAVD 88     -       265.533  (meters)     871.17   (feet)  ADJUSTED  
 NK0138  ___________________________________________________________________
 NK0138  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 NK0138  DYNAMIC HT  -         265.433 (meters)     870.84  (feet)  COMP
 NK0138  MODELED GRAV-     980,239.4   (mgal)                       NAVD 88
 NK0138
 NK0138  VERT ORDER  -  SECOND    CLASS 0
 NK0138
 NK0138.The horizontal coordinates were scaled from a topographic map and have
 NK0138.an estimated accuracy of +/- 6 seconds.
 NK0138
 NK0138.The orthometric height was determined by differential leveling
 NK0138.and adjusted by the National Geodetic Survey in June 1991..
 NK0138
 NK0138.The geoid height was determined by GEOID03.
 NK0138
 NK0138.The dynamic height is computed by dividing the NAVD 88
 NK0138.geopotential number by the normal gravity value computed on the
 NK0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0138.degrees latitude (g = 980.6199 gals.).
 NK0138
 NK0138.The modeled gravity was interpolated from observed gravity values.
 NK0138
 NK0138;                    North         East    Units  Estimated Accuracy
 NK0138;SPC IA N     - 1,059,560.    1,552,740.      MT  (+/- 180 meters Scaled)
 NK0138
 NK0138                          SUPERSEDED SURVEY CONTROL
 NK0138
 NK0138  NGVD 29 (??/??/92)  265.517  (m)          871.12   (f) ADJ UNCH    2 0
 NK0138
 NK0138.Superseded values are not recommended for survey control.
 NK0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0138.See file dsdata.txt to determine how the superseded data were derived.
 NK0138
 NK0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG113536(NAD 83)
 NK0138_MARKER: R = RIVET
 NK0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0138_SP_SET: BRIDGE
 NK0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0138
 NK0138  HISTORY     - Date     Condition        Report By
 NK0138  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0138  HISTORY     - 1934     GOOD             NGS
 NK0138
 NK0138                          STATION DESCRIPTION
 NK0138
 NK0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0138'4.7 MI SE FROM MARSHALLTOWN.
 NK0138'4.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0138'FROM THE CITY HALL AT MARSHALLTOWN, MARSHALL COUNTY, 9 POLES
 NK0138'EAST OF MILEPOST 149, AT 18-FOOT STEEL BRIDGE 452, IN THE
 NK0138'NORTHEAST CORNER OF THE SOUTHEAST STONE ABUTMENT, 9 FEET
 NK0138'NORTHEAST OF THE CENTERLINE OF THE NORTH TRACK, AND ABOUT 2 FEET
 NK0138'LOWER THAN THE RAIL.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0325 ***********************************************************************
 MG0325  DESIGNATION -  1
 MG0325  PID         -  MG0325
 MG0325  STATE/COUNTY-  IA/SCOTT
 MG0325  USGS QUAD   -  DAVENPORT EAST (1993)
 MG0325
 MG0325                         *CURRENT SURVEY CONTROL
 MG0325  ___________________________________________________________________
 MG0325* NAD 83(1986)-  41 33 24.     (N)    090 33 05.     (W)     SCALED    
 MG0325* NAVD 88     -       193.018  (meters)     633.26   (feet)  ADJUSTED  
 MG0325  ___________________________________________________________________
 MG0325  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0325  DYNAMIC HT  -         192.943 (meters)     633.01  (feet)  COMP
 MG0325  MODELED GRAV-     980,232.5   (mgal)                       NAVD 88
 MG0325
 MG0325  VERT ORDER  -  SECOND    CLASS 0
 MG0325
 MG0325.The horizontal coordinates were scaled from a topographic map and have
 MG0325.an estimated accuracy of +/- 6 seconds.
 MG0325
 MG0325.The orthometric height was determined by differential leveling
 MG0325.and adjusted by the National Geodetic Survey in June 1991..
 MG0325
 MG0325.The geoid height was determined by GEOID03.
 MG0325
 MG0325.The dynamic height is computed by dividing the NAVD 88
 MG0325.geopotential number by the normal gravity value computed on the
 MG0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0325.degrees latitude (g = 980.6199 gals.).
 MG0325
 MG0325.The modeled gravity was interpolated from observed gravity values.
 MG0325
 MG0325;                    North         East    Units  Estimated Accuracy
 MG0325;SPC IA S     -   177,040.      745,930.      MT  (+/- 180 meters Scaled)
 MG0325
 MG0325                          SUPERSEDED SURVEY CONTROL
 MG0325
 MG0325  NGVD 29 (??/??/92)  193.072  (m)          633.44   (f) ADJ UNCH    2 0
 MG0325
 MG0325.Superseded values are not recommended for survey control.
 MG0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0325.See file dsdata.txt to determine how the superseded data were derived.
 MG0325
 MG0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG041034(NAD 83)
 MG0325_MARKER: B = BOLT
 MG0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0325+STABILITY: SURFACE MOTION
 MG0325
 MG0325  HISTORY     - Date     Condition        Report By
 MG0325  HISTORY     - UNK      MONUMENTED       CGS
 MG0325  HISTORY     - 1943     GOOD             NGS
 MG0325  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 MG0325
 MG0325                          STATION DESCRIPTION
 MG0325
 MG0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MG0325'4 MI N FROM DAVENPORT.
 MG0325'4.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MG0325'PACIFIC RAILROAD FROM THE STATION AT DAVENPORT, SCOTT COUNTY,
 MG0325'350 FEET EAST OF THE CENTERLINE OF THE RAILROAD, 38.0 FEET
 MG0325'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6 (KIMBERLY ROAD),
 MG0325'28.75 FEET WEST OF THE CENTERLINE OF EASTERN AVENUE, ABOUT 8
 MG0325'INCHES BELOW THE GROUND AND 4.13 FEET BELOW THE LEVEL OF THE
 MG0325'HIGHWAY.  A BRASS BOLT, SET IN A CONCRETE POST.
 MG0325
 MG0325                          STATION RECOVERY (1996)
 MG0325
 MG0325'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0238 ***********************************************************************
 NJ0238  DESIGNATION -  1
 NJ0238  PID         -  NJ0238
 NJ0238  STATE/COUNTY-  IA/JACKSON
 NJ0238  USGS QUAD   -  MAQUOKETA (1980)
 NJ0238
 NJ0238                         *CURRENT SURVEY CONTROL
 NJ0238  ___________________________________________________________________
 NJ0238* NAD 83(1986)-  42 03 59.     (N)    090 39 50.     (W)     SCALED    
 NJ0238* NAVD 88     -       214.83   (+/-2cm)     704.8    (feet)  VERTCON   
 NJ0238  ___________________________________________________________________
 NJ0238  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 NJ0238
 NJ0238  VERT ORDER  -  ? (See Below)
 NJ0238
 NJ0238.The horizontal coordinates were scaled from a topographic map and have
 NJ0238.an estimated accuracy of +/- 6 seconds.
 NJ0238
 NJ0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0238.The vertical order pertains to the NGVD 29 superseded value.
 NJ0238
 NJ0238.The geoid height was determined by GEOID03.
 NJ0238
 NJ0238;                    North         East    Units  Estimated Accuracy
 NJ0238;SPC IA N     - 1,066,850.    1,734,690.      MT  (+/- 180 meters Scaled)
 NJ0238
 NJ0238                          SUPERSEDED SURVEY CONTROL
 NJ0238
 NJ0238  NGVD 29 (??/??/92)  214.875  (m)          704.97   (f) ADJ UNCH    ?  
 NJ0238
 NJ0238.Superseded values are not recommended for survey control.
 NJ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0238.See file dsdata.txt to determine how the superseded data were derived.
 NJ0238
 NJ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG932597(NAD 83)
 NJ0238_MARKER: DD = SURVEY DISK
 NJ0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0238_STAMPING: EL 100
 NJ0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0238+STABILITY: SURFACE MOTION
 NJ0238
 NJ0238  HISTORY     - Date     Condition        Report By
 NJ0238  HISTORY     - UNK      MONUMENTED       IA5240
 NJ0238  HISTORY     - 1942     GOOD             NGS
 NJ0238  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0238  HISTORY     - 20050529 GOOD             GEOCAC
 NJ0238
 NJ0238                          STATION DESCRIPTION
 NJ0238
 NJ0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NJ0238'AT MAQUOKETA.
 NJ0238'AT MAQUOKETA, JACKSON COUNTY, AT THE CITY HALL, 14 FEET NORTH
 NJ0238'OF THE SIDE DOOR TO THE CITY CLERKS OFFICE, AND 6 FEET WEST
 NJ0238'OF THE BUILDING.  A BRASS DISK, STAMPED EL 100 AND SET IN THE
 NJ0238'TOP OF A CONCRETE POST.
 NJ0238
 NJ0238                          STATION RECOVERY (2001)
 NJ0238
 NJ0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0238'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0238
 NJ0238                          STATION RECOVERY (2005)
 NJ0238
 NJ0238'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0238'FOUND AT 121 S. OLIVE ST AT OLD CITY HALL GALLERY, 10 FT NORTH OF EDGE
 NJ0238'OF SIDE DOOR, 4.6 FT WEST OF BUILDING, UNDER BUSHES, IN A 7 INCH
 NJ0238'SQUARE CONCRETE POST, PROJECTING APPROXIMATELY 1 FOOT, A 1 7/8 INCH
 NJ0238'BRONZE DISK STAMPED BM ELV ()00 WHERE FIRST DIGIT IS MARRED. HANDHELD
 NJ0238'COORDINATES N42 04 04.9 W090 39 51.1, SKY OBSTRUCTED.  NJ0237
 NJ0238'DESCRIBED AT SIMILAR LOCATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0006 ***********************************************************************
 MH0006  DESIGNATION -  1
 MH0006  PID         -  MH0006
 MH0006  STATE/COUNTY-  IA/BENTON
 MH0006  USGS QUAD   -  KEYSTONE SOUTH (1965)
 MH0006
 MH0006                         *CURRENT SURVEY CONTROL
 MH0006  ___________________________________________________________________
 MH0006* NAD 83(1986)-  41 54 32.     (N)    092 10 14.     (W)     SCALED    
 MH0006* NAVD 88     -       269.04   (+/-2cm)     882.7    (feet)  VERTCON   
 MH0006  ___________________________________________________________________
 MH0006  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 MH0006
 MH0006  VERT ORDER  -  ? (See Below)
 MH0006
 MH0006.The horizontal coordinates were scaled from a topographic map and have
 MH0006.an estimated accuracy of +/- 6 seconds.
 MH0006
 MH0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0006.The vertical order pertains to the NGVD 29 superseded value.
 MH0006
 MH0006.The geoid height was determined by GEOID03.
 MH0006
 MH0006;                    North         East    Units  Estimated Accuracy
 MH0006;SPC IA N     - 1,046,290.    1,610,300.      MT  (+/- 180 meters Scaled)
 MH0006
 MH0006                          SUPERSEDED SURVEY CONTROL
 MH0006
 MH0006  NGVD 29 (??/??/92)  269.043  (m)          882.69   (f) ADJ UNCH    ?  
 MH0006
 MH0006.Superseded values are not recommended for survey control.
 MH0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0006.See file dsdata.txt to determine how the superseded data were derived.
 MH0006
 MH0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG687399(NAD 83)
 MH0006_MARKER: R = RIVET
 MH0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0006_SP_SET: BRIDGE
 MH0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0006+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MH0006
 MH0006  HISTORY     - Date     Condition        Report By
 MH0006  HISTORY     - UNK      MONUMENTED       CNWRR
 MH0006  HISTORY     - 1934     GOOD             NGS
 MH0006  HISTORY     - 20040920 GOOD             GEOCAC
 MH0006
 MH0006                          STATION DESCRIPTION
 MH0006
 MH0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0006'0.5 MI E FROM LUZERNE.
 MH0006'0.5 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MH0006'THE STATION AT LUZERNE, BENTON COUNTY, AT BRIDGE 326, AND IN
 MH0006'THE EAST END OF THE NORTH STONE HEADWALL.  AN IRON RIVET.
 MH0006
 MH0006                          STATION RECOVERY (2004)
 MH0006
 MH0006'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0006'0.15 MILES EAST OF MILE POST 111.  0.5 MILES SOUTHWEST OF A ROAD
 MH0006'CROSSING. RIVET IS 14 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK,
 MH0006'4 FEET LOWER THAN THE BASE OF THE RAIL, CENTERED 5 INCHES FROM THE
 MH0006'EAST EDGE AND 6 INCHES FROM THE NORTH EDGE OF THE STONE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0529 ***********************************************************************
 MG0529  DESIGNATION -  1
 MG0529  PID         -  MG0529
 MG0529  STATE/COUNTY-  IA/JOHNSON
 MG0529  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0529
 MG0529                         *CURRENT SURVEY CONTROL
 MG0529  ___________________________________________________________________
 MG0529* NAD 83(1986)-  41 39 42.     (N)    091 32 11.     (W)     SCALED    
 MG0529* NAVD 88     -       212.829  (meters)     698.26   (feet)  ADJUSTED  
 MG0529  ___________________________________________________________________
 MG0529  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0529  DYNAMIC HT  -         212.748 (meters)     697.99  (feet)  COMP
 MG0529  MODELED GRAV-     980,236.6   (mgal)                       NAVD 88
 MG0529
 MG0529  VERT ORDER  -  FIRST     CLASS II
 MG0529
 MG0529.The horizontal coordinates were scaled from a topographic map and have
 MG0529.an estimated accuracy of +/- 6 seconds.
 MG0529
 MG0529.The orthometric height was determined by differential leveling
 MG0529.and adjusted by the National Geodetic Survey in June 1991..
 MG0529
 MG0529.The geoid height was determined by GEOID03.
 MG0529
 MG0529.The dynamic height is computed by dividing the NAVD 88
 MG0529.geopotential number by the normal gravity value computed on the
 MG0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0529.degrees latitude (g = 980.6199 gals.).
 MG0529
 MG0529.The modeled gravity was interpolated from observed gravity values.
 MG0529
 MG0529;                    North         East    Units  Estimated Accuracy
 MG0529;SPC IA S     -   186,380.      663,530.      MT  (+/- 180 meters Scaled)
 MG0529
 MG0529                          SUPERSEDED SURVEY CONTROL
 MG0529
 MG0529  NGVD 29 (??/??/92)  212.864  (m)          698.37   (f) ADJ UNCH    1 2
 MG0529
 MG0529.Superseded values are not recommended for survey control.
 MG0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0529.See file dsdata.txt to determine how the superseded data were derived.
 MG0529
 MG0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG218132(NAD 83)
 MG0529_MARKER: DD = SURVEY DISK
 MG0529_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MG0529_SP_SET: STEP
 MG0529_STAMPING: 1 869
 MG0529_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0529+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 MG0529
 MG0529  HISTORY     - Date     Condition        Report By
 MG0529  HISTORY     - UNK      MONUMENTED       IASUNI
 MG0529  HISTORY     - 1935     GOOD             IAGS
 MG0529  HISTORY     - 1964     GOOD             NGS
 MG0529  HISTORY     - 19950414 GOOD             USPSQD
 MG0529  HISTORY     - 19980106 GOOD             NGS
 MG0529  HISTORY     - 20050710 GOOD             NGS
 MG0529
 MG0529                          STATION DESCRIPTION
 MG0529
 MG0529'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0529'AT IOWA CITY.
 MG0529'AT IOWA CITY, JOHNSON COUNTY, AT THE WEST ENTRANCE TO THE OLD
 MG0529'CAPITOL, AND IN THE TOP OF A GRANITE BLOCK AT THE NORTHWEST CORNER
 MG0529'OF THE STEPS.  A STATE UNIVERISTY OF IOWA STANDARD DISK, STAMPED 1.
 MG0529
 MG0529                          STATION RECOVERY (1964)
 MG0529
 MG0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0529'RECOVERED IN GOOD CONDITION.
 MG0529
 MG0529                          STATION RECOVERY (1995)
 MG0529
 MG0529'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0529'RECOVERED IN GOOD CONDITION.
 MG0529
 MG0529                          STATION RECOVERY (1998)
 MG0529
 MG0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0529'IN IOWA CITY, AT THE INTERSECTION OF IOWA AND JEFFERSON STREETS, NEAR
 MG0529'THE CENTER OF THE NORTH BALUSTRADE AT THE WEST ENTRANCE TO THE OLD
 MG0529'CAPITAL BUILDING, 146.0 M (479.0 FT) SOUTH OF THE CENTER OF JEFFERSON
 MG0529'STREET, 7.5 M (24.6 FT) WEST OF THE WEST FACE OF THE BUILDING, 4.8 M
 MG0529'(15.7 FT) NORTH OF THE CENTER OF THE ENTRANCE TO THE BUILDING, 4.8 M
 MG0529'(15.7 FT) NORTH OF THE EXTENDED CENTER OF IOWA STREETS, AND 1.0 M (3.3
 MG0529'FT) ABOVE THE LEVEL OF IOWA STREET.
 MG0529
 MG0529                          STATION RECOVERY (2005)
 MG0529
 MG0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 MG0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM2022 ***********************************************************************
 NM2022  DESIGNATION -  1
 NM2022  PID         -  NM2022
 NM2022  STATE/COUNTY-  IA/PLYMOUTH
 NM2022  USGS QUAD   -  RICHLAND (1994)
 NM2022
 NM2022                         *CURRENT SURVEY CONTROL
 NM2022  ___________________________________________________________________
 NM2022* NAD 83(1986)-  42 45 43.     (N)    096 37 55.     (W)     SCALED    
 NM2022* NAVD 88     -       345.312  (meters)    1132.91   (feet)  ADJUSTED  
 NM2022  ___________________________________________________________________
 NM2022  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 NM2022  DYNAMIC HT  -         345.215 (meters)    1132.59  (feet)  COMP
 NM2022  MODELED GRAV-     980,330.2   (mgal)                       NAVD 88
 NM2022
 NM2022  VERT ORDER  -  FIRST     CLASS II
 NM2022
 NM2022.The horizontal coordinates were scaled from a topographic map and have
 NM2022.an estimated accuracy of +/- 6 seconds.
 NM2022
 NM2022.The orthometric height was determined by differential leveling
 NM2022.and adjusted by the National Geodetic Survey in June 1994..
 NM2022
 NM2022.The geoid height was determined by GEOID03.
 NM2022
 NM2022.The dynamic height is computed by dividing the NAVD 88
 NM2022.geopotential number by the normal gravity value computed on the
 NM2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2022.degrees latitude (g = 980.6199 gals.).
 NM2022
 NM2022.The modeled gravity was interpolated from observed gravity values.
 NM2022
 NM2022;                    North         East    Units  Estimated Accuracy
 NM2022;SPC IA N     - 1,144,920.    1,243,710.      MT  (+/- 180 meters Scaled)
 NM2022
 NM2022                          SUPERSEDED SURVEY CONTROL
 NM2022
 NM2022.No superseded survey control is available for this station.
 NM2022
 NM2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN937370(NAD 83)
 NM2022_MARKER: DD = SURVEY DISK
 NM2022_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NM2022_SP_SET: ABUTMENT
 NM2022_STAMPING: 1
 NM2022_MARK LOGO: IAHD  
 NM2022_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM2022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2022+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM2022
 NM2022  HISTORY     - Date     Condition        Report By
 NM2022  HISTORY     - UNK      MONUMENTED       IAHD
 NM2022  HISTORY     - 19930908 GOOD             NGS
 NM2022
 NM2022                          STATION DESCRIPTION
 NM2022
 NM2022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2022'2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 NM2022'STATE HIGHWAY 12 IN WESTFIELD, A 1-INCH BRASS DISK IN THE NORTHEAST
 NM2022'CONCRETE ABUTMENT PAPAPET OF HIGHWAY BRIDGE NUMBER 7500.0 SPANNING
 NM2022'THE BIG SIOUX RIVER, 4.8 M (15.7 FT) NORTH OF THE HIGHWAY CENTERLINE,
 NM2022'AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0182 ***********************************************************************
 MJ0182  DESIGNATION -  1 1
 MJ0182  PID         -  MJ0182
 MJ0182  STATE/COUNTY-  IA/ADAIR
 MJ0182  USGS QUAD   -  ADAIR SOUTH (1971)
 MJ0182
 MJ0182                         *CURRENT SURVEY CONTROL
 MJ0182  ___________________________________________________________________
 MJ0182* NAD 83(1986)-  41 29 59.     (N)    094 38 36.     (W)     SCALED    
 MJ0182* NAVD 88     -       447.001  (meters)    1466.54   (feet)  ADJUSTED  
 MJ0182  ___________________________________________________________________
 MJ0182  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 MJ0182  DYNAMIC HT  -         446.837 (meters)    1466.00  (feet)  COMP
 MJ0182  MODELED GRAV-     980,241.1   (mgal)                       NAVD 88
 MJ0182
 MJ0182  VERT ORDER  -  FIRST     CLASS II
 MJ0182
 MJ0182.The horizontal coordinates were scaled from a topographic map and have
 MJ0182.an estimated accuracy of +/- 6 seconds.
 MJ0182
 MJ0182.The orthometric height was determined by differential leveling
 MJ0182.and adjusted by the National Geodetic Survey in June 1991..
 MJ0182
 MJ0182.The geoid height was determined by GEOID03.
 MJ0182
 MJ0182.The dynamic height is computed by dividing the NAVD 88
 MJ0182.geopotential number by the normal gravity value computed on the
 MJ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0182.degrees latitude (g = 980.6199 gals.).
 MJ0182
 MJ0182.The modeled gravity was interpolated from observed gravity values.
 MJ0182
 MJ0182;                    North         East    Units  Estimated Accuracy
 MJ0182;SPC IA S     -   167,170.      404,540.      MT  (+/- 180 meters Scaled)
 MJ0182
 MJ0182                          SUPERSEDED SURVEY CONTROL
 MJ0182
 MJ0182  NGVD 29 (??/??/92)  446.952  (m)         1466.38   (f) ADJ UNCH    1 2
 MJ0182
 MJ0182.Superseded values are not recommended for survey control.
 MJ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0182.See file dsdata.txt to determine how the superseded data were derived.
 MJ0182
 MJ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF628955(NAD 83)
 MJ0182_MARKER: DD = SURVEY DISK
 MJ0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0182_STAMPING: 1 1
 MJ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0182+STABILITY: SURFACE MOTION
 MJ0182
 MJ0182  HISTORY     - Date     Condition        Report By
 MJ0182  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0182  HISTORY     - 1950     GOOD             NGS
 MJ0182
 MJ0182                          STATION DESCRIPTION
 MJ0182
 MJ0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0182'AT ADAIR.
 MJ0182'AT ADAIR, 94 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE WATER
 MJ0182'TOWER, 32 FEET SOUTH OF THE CENTER LINE OF A STREET LEADING WEST,
 MJ0182'1.9 FEET WEST OF THE WEST CURB OF THE HIGHWAY, 14.5 FEET NORTHEAST
 MJ0182'OF THE NORTHEAST CORNER OF A HOUSE, 0.9 FOOT EAST OF THE EAST
 MJ0182'EDGE OF A SIDEWALK, 1.1 FEET NORTH OF A POWER POLE, SET IN THE TOP
 MJ0182'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0102 ***********************************************************************
 NJ0102  DESIGNATION -  1 WPR
 NJ0102  PID         -  NJ0102
 NJ0102  STATE/COUNTY-  IA/JACKSON
 NJ0102  USGS QUAD   -  SAVANNA (1990)
 NJ0102
 NJ0102                         *CURRENT SURVEY CONTROL
 NJ0102  ___________________________________________________________________
 NJ0102* NAD 83(1986)-  42 06 18.     (N)    090 12 01.     (W)     SCALED    
 NJ0102* NAVD 88     -       202.874  (meters)     665.60   (feet)  ADJUSTED  
 NJ0102  ___________________________________________________________________
 NJ0102  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 NJ0102  DYNAMIC HT  -         202.805 (meters)     665.37  (feet)  COMP
 NJ0102  MODELED GRAV-     980,277.4   (mgal)                       NAVD 88
 NJ0102
 NJ0102  VERT ORDER  -  FIRST     CLASS I
 NJ0102
 NJ0102.The horizontal coordinates were scaled from a topographic map and have
 NJ0102.an estimated accuracy of +/- 6 seconds.
 NJ0102
 NJ0102.The orthometric height was determined by differential leveling
 NJ0102.and adjusted by the National Geodetic Survey in June 1991..
 NJ0102
 NJ0102.The geoid height was determined by GEOID03.
 NJ0102
 NJ0102.The dynamic height is computed by dividing the NAVD 88
 NJ0102.geopotential number by the normal gravity value computed on the
 NJ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0102.degrees latitude (g = 980.6199 gals.).
 NJ0102
 NJ0102.The modeled gravity was interpolated from observed gravity values.
 NJ0102
 NJ0102;                    North         East    Units  Estimated Accuracy
 NJ0102;SPC IA N     - 1,072,530.    1,772,860.      MT  (+/- 180 meters Scaled)
 NJ0102
 NJ0102                          SUPERSEDED SURVEY CONTROL
 NJ0102
 NJ0102  NGVD 29 (??/??/92)  202.904  (m)          665.69   (f) ADJ UNCH    1 1
 NJ0102
 NJ0102.Superseded values are not recommended for survey control.
 NJ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0102.See file dsdata.txt to determine how the superseded data were derived.
 NJ0102
 NJ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG314652(NAD 83)
 NJ0102_MARKER: DB = BENCH MARK DISK
 NJ0102_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NJ0102_SP_SET: CULVERT HEADWALL
 NJ0102_STAMPING: 1 WPR 1966 666
 NJ0102_MARK LOGO: USGS  
 NJ0102_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0102+STABILITY: SURFACE MOTION
 NJ0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0102+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1998
 NJ0102
 NJ0102  HISTORY     - Date     Condition        Report By
 NJ0102  HISTORY     - 1966     MONUMENTED       USGS
 NJ0102  HISTORY     - 1970     GOOD             NGS
 NJ0102  HISTORY     - 1988     GOOD             USPSQD
 NJ0102  HISTORY     - 19940610 GOOD             USPSQD
 NJ0102  HISTORY     - 19980106 GOOD             NGS
 NJ0102  HISTORY     - 20010331 GOOD             NGS
 NJ0102
 NJ0102                          STATION DESCRIPTION
 NJ0102
 NJ0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0102'3.6 MI NW FROM SABULA.
 NJ0102'ABOUT 3.55 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0102'MUNICIPAL BUILDING AT SABULA, 34.5 FEET NORTHEAST OF THE CENTER
 NJ0102'LINE OF THE HIGHWAY, 154 FEET SOUTHEAST OF THE CENTER LINE OF
 NJ0102'A GRAVELED ROAD WHICH LEADS EAST, SET IN THE TOP OF THE SOUTHEAST
 NJ0102'END OF THE NORTHEAST CONCRETE HEADWALL OF A 2- X 2-FOOT CONCRETE
 NJ0102'BOX CULVERT WITH WING WALLS EXTENDING FROM THE HEADWALL, AND
 NJ0102'ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 12, T84N,
 NJ0102'R6E.
 NJ0102
 NJ0102                          STATION RECOVERY (1988)
 NJ0102
 NJ0102'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0102'RECOVERED IN GOOD CONDITION.
 NJ0102
 NJ0102                          STATION RECOVERY (1994)
 NJ0102
 NJ0102'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0102'RECOVERED IN GOOD CONDITION.
 NJ0102
 NJ0102                          STATION RECOVERY (1998)
 NJ0102
 NJ0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 NJ0102'1.6 KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 NJ0102'IN SABULA, THENCE 4.1 KM (2.55 MI) NORTHERLY ALONG U.S.  HIGHWAY 152,
 NJ0102'IN TOP OF AND 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 NJ0102'NORTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 47.8 M
 NJ0102'(156.8 FT) SOUTH OF THE CENTER OF 607TH AVENUE, 10.7 M (35.1 FT)
 NJ0102'NORTHEAST OF THE HIGHWAY CENTERLINE, 2.5 M (8.2 FT) BELOW THE LEVEL OF
 NJ0102'THE HIGHWAY, AND 0.2 M (0.7 FT) NORTHWEST OF A METAL POST.
 NJ0102
 NJ0102                          STATION RECOVERY (2001)
 NJ0102
 NJ0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0102'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0607 ***********************************************************************
 MG0607  DESIGNATION -  10
 MG0607  PID         -  MG0607
 MG0607  STATE/COUNTY-  IA/LINN
 MG0607  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0607
 MG0607                         *CURRENT SURVEY CONTROL
 MG0607  ___________________________________________________________________
 MG0607* NAD 83(1986)-  41 55 25.     (N)    091 44 35.     (W)     SCALED    
 MG0607* NAVD 88     -       227.949  (meters)     747.86   (feet)  ADJUSTED  
 MG0607  ___________________________________________________________________
 MG0607  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 MG0607  DYNAMIC HT  -         227.864 (meters)     747.58  (feet)  COMP
 MG0607  MODELED GRAV-     980,243.7   (mgal)                       NAVD 88
 MG0607
 MG0607  VERT ORDER  -  SECOND    CLASS 0
 MG0607
 MG0607.The horizontal coordinates were scaled from a topographic map and have
 MG0607.an estimated accuracy of +/- 6 seconds.
 MG0607
 MG0607.The orthometric height was determined by differential leveling
 MG0607.and adjusted by the National Geodetic Survey in June 1991..
 MG0607
 MG0607.The geoid height was determined by GEOID03.
 MG0607
 MG0607.The dynamic height is computed by dividing the NAVD 88
 MG0607.geopotential number by the normal gravity value computed on the
 MG0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0607.degrees latitude (g = 980.6199 gals.).
 MG0607
 MG0607.The modeled gravity was interpolated from observed gravity values.
 MG0607
 MG0607;                    North         East    Units  Estimated Accuracy
 MG0607;SPC IA N     - 1,048,570.    1,645,730.      MT  (+/- 180 meters Scaled)
 MG0607
 MG0607                          SUPERSEDED SURVEY CONTROL
 MG0607
 MG0607  NGVD 29 (??/??/92)  227.964  (m)          747.91   (f) ADJ UNCH    2 0
 MG0607
 MG0607.Superseded values are not recommended for survey control.
 MG0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0607.See file dsdata.txt to determine how the superseded data were derived.
 MG0607
 MG0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG042420(NAD 83)
 MG0607_MARKER: R = RIVET
 MG0607_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0607_SP_SET: ABUTMENT
 MG0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0607
 MG0607  HISTORY     - Date     Condition        Report By
 MG0607  HISTORY     - UNK      MONUMENTED       CNWRR
 MG0607  HISTORY     - 1934     GOOD             NGS
 MG0607
 MG0607                          STATION DESCRIPTION
 MG0607
 MG0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0607'2 MI E FROM FAIRFAX.
 MG0607'2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MG0607'THE STATION AT FAIRFAX, LINN COUNTY, 2 POLES WEST OF MILEPOST 88,
 MG0607'AT STEEL BRIDGE 245, IN THE NORTH END OF THE EAST STONE ABUTMENT,
 MG0607'14 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET LOWER
 MG0607'THAN THE RAIL.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0042 ***********************************************************************
 MH0042  DESIGNATION -  10
 MH0042  PID         -  MH0042
 MH0042  STATE/COUNTY-  IA/TAMA
 MH0042  USGS QUAD   -  BELLE PLAINE (1968)
 MH0042
 MH0042                         *CURRENT SURVEY CONTROL
 MH0042  ___________________________________________________________________
 MH0042* NAD 83(1986)-  41 55 47.     (N)    092 18 16.     (W)     SCALED    
 MH0042* NAVD 88     -       242.278  (meters)     794.87   (feet)  ADJUSTED  
 MH0042  ___________________________________________________________________
 MH0042  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 MH0042  DYNAMIC HT  -         242.191 (meters)     794.59  (feet)  COMP
 MH0042  MODELED GRAV-     980,260.4   (mgal)                       NAVD 88
 MH0042
 MH0042  VERT ORDER  -  SECOND    CLASS 0
 MH0042
 MH0042.The horizontal coordinates were scaled from a topographic map and have
 MH0042.an estimated accuracy of +/- 6 seconds.
 MH0042
 MH0042.The orthometric height was determined by differential leveling
 MH0042.and adjusted by the National Geodetic Survey in June 1991..
 MH0042
 MH0042.The geoid height was determined by GEOID03.
 MH0042
 MH0042.The dynamic height is computed by dividing the NAVD 88
 MH0042.geopotential number by the normal gravity value computed on the
 MH0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0042.degrees latitude (g = 980.6199 gals.).
 MH0042
 MH0042.The modeled gravity was interpolated from observed gravity values.
 MH0042
 MH0042;                    North         East    Units  Estimated Accuracy
 MH0042;SPC IA N     - 1,048,430.    1,599,160.      MT  (+/- 180 meters Scaled)
 MH0042
 MH0042                          SUPERSEDED SURVEY CONTROL
 MH0042
 MH0042  NGVD 29 (??/??/92)  242.281  (m)          794.88   (f) ADJ UNCH    2 0
 MH0042
 MH0042.Superseded values are not recommended for survey control.
 MH0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0042.See file dsdata.txt to determine how the superseded data were derived.
 MH0042
 MH0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG576422(NAD 83)
 MH0042_MARKER: R = RIVET
 MH0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0042_SP_SET: CULVERT
 MH0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0042
 MH0042  HISTORY     - Date     Condition        Report By
 MH0042  HISTORY     - UNK      MONUMENTED       CNWRR
 MH0042  HISTORY     - 1934     GOOD             NGS
 MH0042
 MH0042                          STATION DESCRIPTION
 MH0042
 MH0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0042'1.2 MI S FROM IRVING.
 MH0042'1.2 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MH0042'THE STATION AT IRVING, TAMA COUNTY, 12 POLES NORTH OF MILEPOST 3,
 MH0042'AT 6- BY 7-FOOT REINFORCED CONCRETE BOX CULVERT 8, IN THE NORTH
 MH0042'END OF THE WEST CONCRETE HEADWALL, AND ABOUT 5 FEET LOWER THAN
 MH0042'THE RAIL.  A MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0516 ***********************************************************************
 MG0516  DESIGNATION -  10
 MG0516  PID         -  MG0516
 MG0516  STATE/COUNTY-  IA/JOHNSON
 MG0516  USGS QUAD   -  HILLS (1983)
 MG0516
 MG0516                         *CURRENT SURVEY CONTROL
 MG0516  ___________________________________________________________________
 MG0516* NAD 83(1986)-  41 36 56.     (N)    091 32 36.     (W)     SCALED    
 MG0516* NAVD 88     -       197.090  (meters)     646.62   (feet)  ADJUSTED  
 MG0516  ___________________________________________________________________
 MG0516  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MG0516  DYNAMIC HT  -         197.014 (meters)     646.37  (feet)  COMP
 MG0516  MODELED GRAV-     980,236.0   (mgal)                       NAVD 88
 MG0516
 MG0516  VERT ORDER  -  FIRST     CLASS II
 MG0516
 MG0516.The horizontal coordinates were scaled from a topographic map and have
 MG0516.an estimated accuracy of +/- 6 seconds.
 MG0516
 MG0516.The orthometric height was determined by differential leveling
 MG0516.and adjusted by the National Geodetic Survey in June 1991..
 MG0516
 MG0516.The geoid height was determined by GEOID03.
 MG0516
 MG0516.The dynamic height is computed by dividing the NAVD 88
 MG0516.geopotential number by the normal gravity value computed on the
 MG0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0516.degrees latitude (g = 980.6199 gals.).
 MG0516
 MG0516.The modeled gravity was interpolated from observed gravity values.
 MG0516
 MG0516;                    North         East    Units  Estimated Accuracy
 MG0516;SPC IA S     -   181,240.      663,070.      MT  (+/- 180 meters Scaled)
 MG0516
 MG0516                          SUPERSEDED SURVEY CONTROL
 MG0516
 MG0516  NGVD 29 (??/??/92)  197.12   (m)          646.7    (f) COMPUTED    1 2
 MG0516
 MG0516.Superseded values are not recommended for survey control.
 MG0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0516.See file dsdata.txt to determine how the superseded data were derived.
 MG0516
 MG0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG213081(NAD 83)
 MG0516_MARKER: Z = SEE DESCRIPTION
 MG0516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0516_SP_SET: CULVERT
 MG0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0516
 MG0516  HISTORY     - Date     Condition        Report By
 MG0516  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0516  HISTORY     - 1964     GOOD             NGS
 MG0516  HISTORY     - 19910429 MARK NOT FOUND   USPSQD
 MG0516
 MG0516                          STATION DESCRIPTION
 MG0516
 MG0516'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0516'2.4 MI S FROM IOWA CITY.
 MG0516'2.4 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE INTERSECTION OF
 MG0516'STATE HIGHWAY 1 AT IOWA CITY, JOHNSON COUNTY, 0.2 MILE NORTH
 MG0516'OF THE SOUTHEAST CORNER OF SEC. 28, T. 79 N., R. 6 W., AT
 MG0516'PAVEMENT STATION 116+55, AT A 3- BY 2-FOOT CONCRETE-BOX CULVERT,
 MG0516'IN THE TOP OF THE WEST HEAD WALL, AND 21 FEET WEST OF THE CENTER
 MG0516'LINE OF THE HIGHWAY.  A REINFORCING BAR.
 MG0516
 MG0516                          STATION RECOVERY (1964)
 MG0516
 MG0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0516'RECOVERED IN GOOD CONDITION.
 MG0516
 MG0516                          STATION RECOVERY (1991)
 MG0516
 MG0516'RECOVERY NOTE BY US POWER SQUADRON 1991 (JK)
 MG0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0528 ***********************************************************************
 MG0528  DESIGNATION -  10
 MG0528  PID         -  MG0528
 MG0528  STATE/COUNTY-  IA/JOHNSON
 MG0528  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0528
 MG0528                         *CURRENT SURVEY CONTROL
 MG0528  ___________________________________________________________________
 MG0528* NAD 83(1986)-  41 39 39.     (N)    091 32 16.     (W)     SCALED    
 MG0528* NAVD 88     -       199.660  (meters)     655.05   (feet)  ADJUSTED  
 MG0528  ___________________________________________________________________
 MG0528  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0528  DYNAMIC HT  -         199.583 (meters)     654.80  (feet)  COMP
 MG0528  MODELED GRAV-     980,236.7   (mgal)                       NAVD 88
 MG0528
 MG0528  VERT ORDER  -  FIRST     CLASS II
 MG0528
 MG0528.The horizontal coordinates were scaled from a topographic map and have
 MG0528.an estimated accuracy of +/- 6 seconds.
 MG0528
 MG0528.The orthometric height was determined by differential leveling
 MG0528.and adjusted by the National Geodetic Survey in June 1991..
 MG0528
 MG0528.The geoid height was determined by GEOID03.
 MG0528
 MG0528.The dynamic height is computed by dividing the NAVD 88
 MG0528.geopotential number by the normal gravity value computed on the
 MG0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0528.degrees latitude (g = 980.6199 gals.).
 MG0528
 MG0528.The modeled gravity was interpolated from observed gravity values.
 MG0528
 MG0528;                    North         East    Units  Estimated Accuracy
 MG0528;SPC IA S     -   186,280.      663,420.      MT  (+/- 180 meters Scaled)
 MG0528
 MG0528                          SUPERSEDED SURVEY CONTROL
 MG0528
 MG0528  NGVD 29 (??/??/92)  199.694  (m)          655.16   (f) ADJ UNCH    1 2
 MG0528
 MG0528.Superseded values are not recommended for survey control.
 MG0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0528.See file dsdata.txt to determine how the superseded data were derived.
 MG0528
 MG0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG217131(NAD 83)
 MG0528_MARKER: DD = SURVEY DISK
 MG0528_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MG0528_SP_SET: STEP
 MG0528_STAMPING: 10
 MG0528_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0528+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1998
 MG0528
 MG0528  HISTORY     - Date     Condition        Report By
 MG0528  HISTORY     - UNK      MONUMENTED       IASUNI
 MG0528  HISTORY     - 1935     GOOD             IAGS
 MG0528  HISTORY     - 19950414 GOOD             USPSQD
 MG0528  HISTORY     - 19980106 GOOD             NGS
 MG0528
 MG0528                          STATION DESCRIPTION
 MG0528
 MG0528'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0528'AT IOWA CITY.
 MG0528'AT IOWA CITY, JOHNSON COUNTY, AT THE SOUTHEAST CORNER OF THE
 MG0528'INTERSECTION OF WASHINGTON AND MADISON STREETS, AT THE STATE
 MG0528'UNIVERSITY OF IOWA MECHANICAL LABORATORY, AT THE SOUTH SIDE OF THE
 MG0528'WEST ENTRANCE, AND IN THE TOP OF A STEP.  A STATE UNIVERSITY OF
 MG0528'IOWA STANDARD DISK, STAMPED 10.
 MG0528
 MG0528                          STATION RECOVERY (1995)
 MG0528
 MG0528'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0528'RECOVERED IN GOOD CONDITION.
 MG0528
 MG0528                          STATION RECOVERY (1998)
 MG0528
 MG0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0528'IN IOWA CITY, AT THE INTERSECTION OF WASHINGTON AND MADISON STREETS,
 MG0528'NEAR THE SOUTH END OF A STEP AT THE WEST ENTRANCE TO THE IOWA
 MG0528'MECHANICAL LABORATORY, 41.2 M (135.2 FT) SOUTH OF THE CENTER OF
 MG0528'WASHINGTON STREET, 20.0 M (65.6 FT) EAST OF THE CENTERLINE OF MADISON
 MG0528'STREET, 1.0 M (3.3 FT) SOUTH OF THE CENTER OF THE DOOR, AND 0.3 M (1.0
 MG0528'FT) ABOVE THE LEVEL OF MADISON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9315 ***********************************************************************
 AE9315  DESIGNATION -  10 WPR
 AE9315  PID         -  AE9315
 AE9315  STATE/COUNTY-  IA/JACKSON
 AE9315  USGS QUAD   -  SAVANNA (1990)
 AE9315
 AE9315                         *CURRENT SURVEY CONTROL
 AE9315  ___________________________________________________________________
 AE9315* NAD 83(1986)-  42 02 22.     (N)    090 11 34.     (W)     SCALED    
 AE9315* NAVD 88     -       204.105  (meters)     669.63   (feet)  ADJUSTED  
 AE9315  ___________________________________________________________________
 AE9315  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AE9315  DYNAMIC HT  -         204.034 (meters)     669.40  (feet)  COMP
 AE9315  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 AE9315
 AE9315  VERT ORDER  -  FIRST     CLASS II
 AE9315
 AE9315.The horizontal coordinates were scaled from a topographic map and have
 AE9315.an estimated accuracy of +/- 6 seconds.
 AE9315
 AE9315.The orthometric height was determined by differential leveling
 AE9315.and adjusted by the National Geodetic Survey in July 2002..
 AE9315
 AE9315.The geoid height was determined by GEOID03.
 AE9315
 AE9315.The dynamic height is computed by dividing the NAVD 88
 AE9315.geopotential number by the normal gravity value computed on the
 AE9315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9315.degrees latitude (g = 980.6199 gals.).
 AE9315
 AE9315.The modeled gravity was interpolated from observed gravity values.
 AE9315
 AE9315;                    North         East    Units  Estimated Accuracy
 AE9315;SPC IA N     - 1,065,280.    1,773,770.      MT  (+/- 180 meters Scaled)
 AE9315
 AE9315                          SUPERSEDED SURVEY CONTROL
 AE9315
 AE9315.No superseded survey control is available for this station.
 AE9315
 AE9315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG323579(NAD 83)
 AE9315_MARKER: DE = TRAVERSE STATION DISK
 AE9315_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE9315_SP_SET: CULVERT HEADWALL
 AE9315_STAMPING: 10 WPR 1966 670
 AE9315_MARK LOGO: USGS  
 AE9315_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9315+STABILITY: SURFACE MOTION
 AE9315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9315+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1998
 AE9315
 AE9315  HISTORY     - Date     Condition        Report By
 AE9315  HISTORY     - 1966     MONUMENTED       USGS
 AE9315  HISTORY     - 19980106 GOOD             NGS
 AE9315  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AE9315  HISTORY     - 20060529 GOOD             GEOCAC
 AE9315
 AE9315                          STATION DESCRIPTION
 AE9315
 AE9315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9315'2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 AE9315'IN SABULA, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG U.S.  HIGHWAY 67,
 AE9315'IN TOP OF AND 0.1 M (0.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 AE9315'SOUTHWEST CONCRETE HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY, 17.6 M
 AE9315'(57.7 FT) WEST OF THE HIGHWAY CENTERLINE, 2.5 M (8.2 FT) BELOW THE
 AE9315'LEVEL OF THE HIGHWAY, AND 1.2 M (3.9 FT) NORTH OF A FENCE.
 AE9315
 AE9315                          STATION RECOVERY (2001)
 AE9315
 AE9315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AE9315'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AE9315
 AE9315                          STATION RECOVERY (2006)
 AE9315
 AE9315'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 AE9315'FOUND AS DESCRIBED EXCEPT MARK IS 3.9 FEET WEST OF A FENCE.  CULVERT
 AE9315'IS LOCATED ABOUT 500 FEET SOUTH OF MILE POST 53 ON HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0532 ***********************************************************************
 NJ0532  DESIGNATION -  1016
 NJ0532  PID         -  NJ0532
 NJ0532  STATE/COUNTY-  IA/DELAWARE
 NJ0532  USGS QUAD   -  EARLVILLE (1973)
 NJ0532
 NJ0532                         *CURRENT SURVEY CONTROL
 NJ0532  ___________________________________________________________________
 NJ0532* NAD 83(1986)-  42 25 28.     (N)    091 19 57.     (W)     SCALED    
 NJ0532* NAVD 88     -       307.083  (meters)    1007.49   (feet)  ADJUSTED  
 NJ0532  ___________________________________________________________________
 NJ0532  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 NJ0532  DYNAMIC HT  -         306.991 (meters)    1007.19  (feet)  COMP
 NJ0532  MODELED GRAV-     980,313.5   (mgal)                       NAVD 88
 NJ0532
 NJ0532  VERT ORDER  -  SECOND    CLASS 0
 NJ0532
 NJ0532.The horizontal coordinates were scaled from a topographic map and have
 NJ0532.an estimated accuracy of +/- 6 seconds.
 NJ0532
 NJ0532.The orthometric height was determined by differential leveling
 NJ0532.and adjusted by the National Geodetic Survey in June 1991..
 NJ0532
 NJ0532.The geoid height was determined by GEOID03.
 NJ0532
 NJ0532.The dynamic height is computed by dividing the NAVD 88
 NJ0532.geopotential number by the normal gravity value computed on the
 NJ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0532.degrees latitude (g = 980.6199 gals.).
 NJ0532
 NJ0532.The modeled gravity was interpolated from observed gravity values.
 NJ0532
 NJ0532;                    North         East    Units  Estimated Accuracy
 NJ0532;SPC IA N     - 1,104,970.    1,678,350.      MT  (+/- 180 meters Scaled)
 NJ0532
 NJ0532                          SUPERSEDED SURVEY CONTROL
 NJ0532
 NJ0532  NGVD 29 (??/??/92)  307.114  (m)         1007.59   (f) ADJ UNCH    2 0
 NJ0532
 NJ0532.Superseded values are not recommended for survey control.
 NJ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0532.See file dsdata.txt to determine how the superseded data were derived.
 NJ0532
 NJ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG371982(NAD 83)
 NJ0532_MARKER: P = PIPE CAP
 NJ0532_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0532_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0532_STAMPING: 1016
 NJ0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0532
 NJ0532  HISTORY     - Date     Condition        Report By
 NJ0532  HISTORY     - UNK      MONUMENTED       USGS
 NJ0532  HISTORY     - 1934     GOOD             NGS
 NJ0532
 NJ0532                          STATION DESCRIPTION
 NJ0532
 NJ0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0532'AT DELHI.
 NJ0532'AT DELHI, DELAWARE COUNTY, AT THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0532'AND PACIFIC RAILROAD STATION, 48 FEET NORTH OF MILEPOST 41,
 NJ0532'52 FEET NORTHEAST OF THE NORTHEAST CORNER OF A COAL BIN, AND
 NJ0532'ABOUT 100 FEET EAST OF THE CENTERLINE OF THE TRACK.  A UNITED
 NJ0532'STATES GEOLOGICAL SURVEY CAP, STAMPED 1016 AND RIVETED ON THE
 NJ0532'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0480 ***********************************************************************
 ON0480  DESIGNATION -  1019
 ON0480  PID         -  ON0480
 ON0480  STATE/COUNTY-  IA/WINNESHIEK
 ON0480  USGS QUAD   -  FORT ATKINSON (1981)
 ON0480
 ON0480                         *CURRENT SURVEY CONTROL
 ON0480  ___________________________________________________________________
 ON0480* NAD 83(1986)-  43 08 35.     (N)    091 56 08.     (W)     SCALED    
 ON0480* NAVD 88     -       310.707  (meters)    1019.38   (feet)  ADJUSTED  
 ON0480  ___________________________________________________________________
 ON0480  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 ON0480  DYNAMIC HT  -         310.629 (meters)    1019.12  (feet)  COMP
 ON0480  MODELED GRAV-     980,358.1   (mgal)                       NAVD 88
 ON0480
 ON0480  VERT ORDER  -  SECOND    CLASS 0
 ON0480
 ON0480.The horizontal coordinates were scaled from a topographic map and have
 ON0480.an estimated accuracy of +/- 6 seconds.
 ON0480
 ON0480.The orthometric height was determined by differential leveling
 ON0480.and adjusted by the National Geodetic Survey in June 1991..
 ON0480
 ON0480.The geoid height was determined by GEOID03.
 ON0480
 ON0480.The dynamic height is computed by dividing the NAVD 88
 ON0480.geopotential number by the normal gravity value computed on the
 ON0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0480.degrees latitude (g = 980.6199 gals.).
 ON0480
 ON0480.The modeled gravity was interpolated from observed gravity values.
 ON0480
 ON0480;                    North         East    Units  Estimated Accuracy
 ON0480;SPC IA N     - 1,183,690.    1,627,260.      MT  (+/- 180 meters Scaled)
 ON0480
 ON0480                          SUPERSEDED SURVEY CONTROL
 ON0480
 ON0480  NGVD 29 (??/??/92)  310.727  (m)         1019.44   (f) ADJ UNCH    2 0
 ON0480
 ON0480.Superseded values are not recommended for survey control.
 ON0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0480.See file dsdata.txt to determine how the superseded data were derived.
 ON0480
 ON0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH865772(NAD 83)
 ON0480_MARKER: P = PIPE CAP
 ON0480_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0480_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0480_STAMPING: 1019
 ON0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0480
 ON0480  HISTORY     - Date     Condition        Report By
 ON0480  HISTORY     - UNK      MONUMENTED       USGS
 ON0480  HISTORY     - 1934     GOOD             NGS
 ON0480  HISTORY     - 20000925 MARK NOT FOUND   AERSVC
 ON0480
 ON0480                          STATION DESCRIPTION
 ON0480
 ON0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0480'AT FORT ATKINSON.
 ON0480'AT FORT ATKINSON, WINNESHIEK COUNTY, IN THE NORTHWEST CORNER OF
 ON0480'THE METHODIST CHURCH YARD, 80 YARDS SOUTHEAST OF THE SOUTHEAST
 ON0480'RAIL OF THE MAIN TRACK OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0480'PACIFIC RAILROAD, 38 FEET SOUTHEAST OF THE CENTERLINE OF A
 ON0480'ROAD LOCATED ON THE NORTH SIDE OF THE CHURCH, AND 17 FEET NORTH
 ON0480'OF THE NORTHWEST CORNER OF THE CHURCH.  A UNITED STATES GEOLOGICAL
 ON0480'SURVEY STANDARD CAP, STAMPED 1019 AND RIVETED ON THE TOP OF A
 ON0480'3-1/2-INCH IRON PIPE PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 ON0480'NOTE-- ONE OF THE BENCH MARKS BY THE CHURCH HAS BEEN BROKEN OFF.
 ON0480
 ON0480                          STATION RECOVERY (2000)
 ON0480
 ON0480'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 ON0480'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0550 ***********************************************************************
 MJ0550  DESIGNATION -  1021
 MJ0550  PID         -  MJ0550
 MJ0550  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0550  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0550
 MJ0550                         *CURRENT SURVEY CONTROL
 MJ0550  ___________________________________________________________________
 MJ0550* NAD 83(1986)-  41 18 24.     (N)    095 46 29.     (W)     SCALED    
 MJ0550* NAVD 88     -       311.256  (meters)    1021.18   (feet)  ADJUSTED  
 MJ0550  ___________________________________________________________________
 MJ0550  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 MJ0550  DYNAMIC HT  -         311.127 (meters)    1020.76  (feet)  COMP
 MJ0550  MODELED GRAV-     980,198.9   (mgal)                       NAVD 88
 MJ0550
 MJ0550  VERT ORDER  -  FIRST     CLASS II
 MJ0550
 MJ0550.The horizontal coordinates were scaled from a topographic map and have
 MJ0550.an estimated accuracy of +/- 6 seconds.
 MJ0550
 MJ0550.The orthometric height was determined by differential leveling
 MJ0550.and adjusted by the National Geodetic Survey in June 1991..
 MJ0550
 MJ0550.The geoid height was determined by GEOID03.
 MJ0550
 MJ0550.The dynamic height is computed by dividing the NAVD 88
 MJ0550.geopotential number by the normal gravity value computed on the
 MJ0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0550.degrees latitude (g = 980.6199 gals.).
 MJ0550
 MJ0550.The modeled gravity was interpolated from observed gravity values.
 MJ0550
 MJ0550;                    North         East    Units  Estimated Accuracy
 MJ0550;SPC IA S     -   147,590.      309,540.      MT  (+/- 180 meters Scaled)
 MJ0550
 MJ0550                          SUPERSEDED SURVEY CONTROL
 MJ0550
 MJ0550  NGVD 29 (??/??/92)  311.143  (m)         1020.81   (f) ADJ UNCH    1 2
 MJ0550
 MJ0550.Superseded values are not recommended for survey control.
 MJ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0550.See file dsdata.txt to determine how the superseded data were derived.
 MJ0550
 MJ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF677765(NAD 83)
 MJ0550_MARKER: DD = SURVEY DISK
 MJ0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0550_SP_SET: CULVERT
 MJ0550_STAMPING: 1020.910
 MJ0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0550
 MJ0550  HISTORY     - Date     Condition        Report By
 MJ0550  HISTORY     - UNK      MONUMENTED       USGS
 MJ0550  HISTORY     - 1948     POOR             NGS
 MJ0550
 MJ0550                          STATION DESCRIPTION
 MJ0550
 MJ0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0550'2.9 MI SW FROM WESTON.
 MJ0550'2.9 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0550'RAILROAD FROM THE STATION AT WESTON, SET IN THE TOP OF THE SOUTHEAST
 MJ0550'CONCRETE WINGWALL FOR THE SOUTHWEST ABUTMENT OF AN OLD RAILROAD
 MJ0550'BRIDGE (THIS BRIDGE IS NOW REPLACED BY PILING AND BALLAST DECK
 MJ0550'BRIDGE NO. 491.3), DIRECTLY ACROSS THE TRACKS FROM A CONCRETE BOX
 MJ0550'CULVERT UNDER STATE HIGHWAY 64, 94.1 FEET EAST OF 188 (STATION)
 MJ0550'STENCILLED ON THE SOUTHEAST EDGE OF STATE HIGHWAY 64 PAVING, 9.2
 MJ0550'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.9 FEET SOUTHWEST OF THE
 MJ0550'NORTHEAST END OF THE WINGWALL, 0.8 FOOT NORTHWEST OF THE SOUTHEAST
 MJ0550'EDGE OF THE WINGWALL, 2.0 FEET BELOW THE SURFACE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0355 ***********************************************************************
 MH0355  DESIGNATION -  1035
 MH0355  PID         -  MH0355
 MH0355  STATE/COUNTY-  IA/DALLAS
 MH0355  USGS QUAD   -  WAUKEE (1976)
 MH0355
 MH0355                         *CURRENT SURVEY CONTROL
 MH0355  ___________________________________________________________________
 MH0355* NAD 83(1986)-  41 36 53.     (N)    093 53 30.     (W)     SCALED    
 MH0355* NAVD 88     -       315.258  (meters)    1034.31   (feet)  ADJUSTED  
 MH0355  ___________________________________________________________________
 MH0355  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 MH0355  DYNAMIC HT  -         315.120 (meters)    1033.86  (feet)  COMP
 MH0355  MODELED GRAV-     980,176.4   (mgal)                       NAVD 88
 MH0355
 MH0355  VERT ORDER  -  FIRST     CLASS II
 MH0355
 MH0355.The horizontal coordinates were scaled from a topographic map and have
 MH0355.an estimated accuracy of +/- 6 seconds.
 MH0355
 MH0355.The orthometric height was determined by differential leveling
 MH0355.and adjusted by the National Geodetic Survey in June 1991..
 MH0355
 MH0355.The geoid height was determined by GEOID03.
 MH0355
 MH0355.The dynamic height is computed by dividing the NAVD 88
 MH0355.geopotential number by the normal gravity value computed on the
 MH0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0355.degrees latitude (g = 980.6199 gals.).
 MH0355
 MH0355.The modeled gravity was interpolated from observed gravity values.
 MH0355
 MH0355;                    North         East    Units  Estimated Accuracy
 MH0355;SPC IA S     -   179,390.      467,360.      MT  (+/- 180 meters Scaled)
 MH0355
 MH0355                          SUPERSEDED SURVEY CONTROL
 MH0355
 MH0355  NGVD 29 (??/??/92)  315.200  (m)         1034.12   (f) ADJ UNCH    1 2
 MH0355
 MH0355.Superseded values are not recommended for survey control.
 MH0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0355.See file dsdata.txt to determine how the superseded data were derived.
 MH0355
 MH0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG257073(NAD 83)
 MH0355_MARKER: P = PIPE CAP
 MH0355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MH0355_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MH0355_STAMPING: 1035
 MH0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0355
 MH0355  HISTORY     - Date     Condition        Report By
 MH0355  HISTORY     - UNK      MONUMENTED       USGS
 MH0355  HISTORY     - 1931     GOOD             NGS
 MH0355
 MH0355                          STATION DESCRIPTION
 MH0355
 MH0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 MH0355'AT WAUKEE.
 MH0355'AT WAUKEE, DALLAS COUNTY, 0.1 MILE WEST OF THE JUNCTION OF THE
 MH0355'CHICAGO MINNEAPOLIS, ST. PAUL AND PACIFIC RAILROAD WITH THE
 MH0355'MINNEAPOLIS AND ST. LOUIS RAILROAD, 139 FEET WEST OF A VERTICAL
 MH0355'SECTION OF RAIL AT THE JUNCTION OF U.S. HIGHWAY 6 WITH A
 MH0355'NORTH-AND-SOUTH ROAD, 48 FEET SOUTH OF THE CENTERLINE OF THE
 MH0355'HIGHWAY AT STATION 240, AND AT A FENCE CORNER.  A UNITED STATES
 MH0355'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1035 AND RIVETED ON THE
 MH0355'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0230 ***********************************************************************
 MH0230  DESIGNATION -  1041
 MH0230  PID         -  MH0230
 MH0230  STATE/COUNTY-  IA/LUCAS
 MH0230  USGS QUAD   -  CHARITON (1982)
 MH0230
 MH0230                         *CURRENT SURVEY CONTROL
 MH0230  ___________________________________________________________________
 MH0230* NAD 83(1986)-  41 00 52.     (N)    093 18 31.     (W)     SCALED    
 MH0230* NAVD 88     -       317.403  (meters)    1041.35   (feet)  ADJUSTED  
 MH0230  ___________________________________________________________________
 MH0230  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 MH0230  DYNAMIC HT  -         317.257 (meters)    1040.87  (feet)  COMP
 MH0230  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 MH0230
 MH0230  VERT ORDER  -  SECOND    CLASS 0
 MH0230
 MH0230.The horizontal coordinates were scaled from a topographic map and have
 MH0230.an estimated accuracy of +/- 6 seconds.
 MH0230
 MH0230.The orthometric height was determined by differential leveling
 MH0230.and adjusted by the National Geodetic Survey in June 1991..
 MH0230
 MH0230.The geoid height was determined by GEOID03.
 MH0230
 MH0230.The dynamic height is computed by dividing the NAVD 88
 MH0230.geopotential number by the normal gravity value computed on the
 MH0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0230.degrees latitude (g = 980.6199 gals.).
 MH0230
 MH0230.The modeled gravity was interpolated from observed gravity values.
 MH0230
 MH0230;                    North         East    Units  Estimated Accuracy
 MH0230;SPC IA S     -   112,670.      516,100.      MT  (+/- 180 meters Scaled)
 MH0230
 MH0230                          SUPERSEDED SURVEY CONTROL
 MH0230
 MH0230  NGVD 29 (??/??/92)  317.348  (m)         1041.17   (f) ADJ UNCH    2 0
 MH0230
 MH0230.Superseded values are not recommended for survey control.
 MH0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0230.See file dsdata.txt to determine how the superseded data were derived.
 MH0230
 MH0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF740404(NAD 83)
 MH0230_MARKER: P = PIPE CAP
 MH0230_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MH0230_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MH0230_STAMPING: 1041 1919
 MH0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0230
 MH0230  HISTORY     - Date     Condition        Report By
 MH0230  HISTORY     - 1919     MONUMENTED       USGS
 MH0230  HISTORY     - 1935     GOOD             NGS
 MH0230  HISTORY     - 20060520 MARK NOT FOUND   GEOCAC
 MH0230
 MH0230                          STATION DESCRIPTION
 MH0230
 MH0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MH0230'AT CHARITON.
 MH0230'AT CHARITON, AT THE COUNTY COURTHOUSE, AND AT THE SOUTHWEST
 MH0230'CORNER OF THE COURTHOUSE GROUNDS.  A UNITED STATES GEOLOGICAL
 MH0230'SURVEY STANDARD CAP, STAMPED 1041 1919 AND RIVETED ON TOP OF A
 MH0230'3-1/2-INCH IRON PIPE.
 MH0230
 MH0230                          STATION RECOVERY (2006)
 MH0230
 MH0230'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0230'NOT FOUND IN QUICK SEARCH.  LIKELY THAT THE LOCATION HAS BEEN PAVED
 MH0230'OVER FOR EXPANDED PARKING OR FOR THE DIAGONAL SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0590 ***********************************************************************
 NJ0590  DESIGNATION -  1044
 NJ0590  PID         -  NJ0590
 NJ0590  STATE/COUNTY-  IA/FAYETTE
 NJ0590  USGS QUAD   -  OELWEIN (1981)
 NJ0590
 NJ0590                         *CURRENT SURVEY CONTROL
 NJ0590  ___________________________________________________________________
 NJ0590* NAD 83(1986)-  42 40 41.     (N)    091 54 47.     (W)     SCALED    
 NJ0590* NAVD 88     -       318.613  (meters)    1045.32   (feet)  ADJUSTED  
 NJ0590  ___________________________________________________________________
 NJ0590  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 NJ0590  DYNAMIC HT  -         318.519 (meters)    1045.01  (feet)  COMP
 NJ0590  MODELED GRAV-     980,317.6   (mgal)                       NAVD 88
 NJ0590
 NJ0590  VERT ORDER  -  FIRST     CLASS II
 NJ0590
 NJ0590.The horizontal coordinates were scaled from a topographic map and have
 NJ0590.an estimated accuracy of +/- 6 seconds.
 NJ0590
 NJ0590.The orthometric height was determined by differential leveling
 NJ0590.and adjusted by the National Geodetic Survey in June 1991..
 NJ0590
 NJ0590.The geoid height was determined by GEOID03.
 NJ0590
 NJ0590.The dynamic height is computed by dividing the NAVD 88
 NJ0590.geopotential number by the normal gravity value computed on the
 NJ0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0590.degrees latitude (g = 980.6199 gals.).
 NJ0590
 NJ0590.The modeled gravity was interpolated from observed gravity values.
 NJ0590
 NJ0590;                    North         East    Units  Estimated Accuracy
 NJ0590;SPC IA N     - 1,132,080.    1,630,060.      MT  (+/- 180 meters Scaled)
 NJ0590
 NJ0590                          SUPERSEDED SURVEY CONTROL
 NJ0590
 NJ0590  NGVD 29 (??/??/92)  318.635  (m)         1045.39   (f) ADJ UNCH    1 2
 NJ0590
 NJ0590.Superseded values are not recommended for survey control.
 NJ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0590.See file dsdata.txt to determine how the superseded data were derived.
 NJ0590
 NJ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH890256(NAD 83)
 NJ0590_MARKER: DD = SURVEY DISK
 NJ0590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0590_SP_SET: BUILDING
 NJ0590_STAMPING: DBQ 1044
 NJ0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0590
 NJ0590  HISTORY     - Date     Condition        Report By
 NJ0590  HISTORY     - UNK      MONUMENTED       USGS
 NJ0590  HISTORY     - 1942     GOOD             NGS
 NJ0590  HISTORY     - 20051120 MARK NOT FOUND   GEOCAC
 NJ0590
 NJ0590                          STATION DESCRIPTION
 NJ0590
 NJ0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NJ0590'AT OELWEIN.
 NJ0590'AT OELWEIN, FAYETTE COUNTY, AT THE SOUTHWEST CORNER OF SOUTH
 NJ0590'FREDERICK AND WEST CHARLES STREETS, IN THE EAST WALL OF THE JAMISON
 NJ0590'AND MARTIN BUILDING, 24.7 FEET SOUTH OF THE SOUTH CURB OF WEST
 NJ0590'CHARLES STREET, 11-1/2 FEET WEST OF THE WEST CURB OF SOUTH
 NJ0590'FREDERICK STREET, AND 12.4 FEET SOUTH OF THE NORTHEAST CORNER
 NJ0590'ENTRANCE OF THE BUILDING.  A UNITED STASTES GEOLOGICAL SURVEY
 NJ0590'STANDARD DISK, STAMPED DBQ 1044 AND SET VERTICALLY.
 NJ0590
 NJ0590                          STATION RECOVERY (2005)
 NJ0590
 NJ0590'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0590'FRONT OF BUILDING HAS BEEN COVERED WITH SIDING THAT COULD HIDE DISK.
 NJ0590'REAR OF BUILDING LOOKS OLD ENOUGH TO BE THE ONE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0090 ***********************************************************************
 MJ0090  DESIGNATION -  1066
 MJ0090  PID         -  MJ0090
 MJ0090  STATE/COUNTY-  IA/MADISON
 MJ0090  USGS QUAD   -  EARLHAM EAST (1983)
 MJ0090
 MJ0090                         *CURRENT SURVEY CONTROL
 MJ0090  ___________________________________________________________________
 MJ0090* NAD 83(1986)-  41 29 23.     (N)    094 05 36.     (W)     SCALED    
 MJ0090* NAVD 88     -       324.892  (meters)    1065.92   (feet)  ADJUSTED  
 MJ0090  ___________________________________________________________________
 MJ0090  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 MJ0090  DYNAMIC HT  -         324.747 (meters)    1065.44  (feet)  COMP
 MJ0090  MODELED GRAV-     980,171.1   (mgal)                       NAVD 88
 MJ0090
 MJ0090  VERT ORDER  -  FIRST     CLASS II
 MJ0090
 MJ0090.The horizontal coordinates were scaled from a topographic map and have
 MJ0090.an estimated accuracy of +/- 6 seconds.
 MJ0090
 MJ0090.The orthometric height was determined by differential leveling
 MJ0090.and adjusted by the National Geodetic Survey in June 1991..
 MJ0090
 MJ0090.The geoid height was determined by GEOID03.
 MJ0090
 MJ0090.The dynamic height is computed by dividing the NAVD 88
 MJ0090.geopotential number by the normal gravity value computed on the
 MJ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0090.degrees latitude (g = 980.6199 gals.).
 MJ0090
 MJ0090.The modeled gravity was interpolated from observed gravity values.
 MJ0090
 MJ0090;                    North         East    Units  Estimated Accuracy
 MJ0090;SPC IA S     -   165,600.      450,450.      MT  (+/- 180 meters Scaled)
 MJ0090
 MJ0090                          SUPERSEDED SURVEY CONTROL
 MJ0090
 MJ0090  NGVD 29 (??/??/92)  324.830  (m)         1065.71   (f) ADJ UNCH    1 2
 MJ0090
 MJ0090.Superseded values are not recommended for survey control.
 MJ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0090.See file dsdata.txt to determine how the superseded data were derived.
 MJ0090
 MJ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF087937(NAD 83)
 MJ0090_MARKER: DD = SURVEY DISK
 MJ0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0090_SP_SET: CULVERT
 MJ0090_STAMPING: ELEV 1065.575 FT
 MJ0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0090
 MJ0090  HISTORY     - Date     Condition        Report By
 MJ0090  HISTORY     - UNK      MONUMENTED       SCS
 MJ0090  HISTORY     - 1934     POOR             NGS
 MJ0090
 MJ0090                          STATION DESCRIPTION
 MJ0090
 MJ0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MJ0090'1.5 MI E FROM EARLHAM.
 MJ0090'1.5 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 MJ0090'FROM THE STATION AT EARLHAM, MADISON COUNTY, AT CONCRETE CULVERT
 MJ0090'C 385+88, AND IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL.
 MJ0090'A U.S. RECLAMATION SERVICE STANDARD DISK, STAMPED ELEV 1065.575
 MJ0090'FT.  NOTE-- IT WAS REPORTED IN SEPTEMBER 1950 THAT ONE FOURTH
 MJ0090'OF THE DISK IS BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0562 ***********************************************************************
 MJ0562  DESIGNATION -  1072
 MJ0562  PID         -  MJ0562
 MJ0562  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0562  USGS QUAD   -  UNDERWOOD (1994)
 MJ0562
 MJ0562                         *CURRENT SURVEY CONTROL
 MJ0562  ___________________________________________________________________
 MJ0562* NAD 83(1986)-  41 23 08.     (N)    095 40 46.     (W)     SCALED    
 MJ0562* NAVD 88     -       326.956  (meters)    1072.69   (feet)  ADJUSTED  
 MJ0562  ___________________________________________________________________
 MJ0562  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 MJ0562  DYNAMIC HT  -         326.816 (meters)    1072.23  (feet)  COMP
 MJ0562  MODELED GRAV-     980,186.7   (mgal)                       NAVD 88
 MJ0562
 MJ0562  VERT ORDER  -  FIRST     CLASS II
 MJ0562
 MJ0562.The horizontal coordinates were scaled from a topographic map and have
 MJ0562.an estimated accuracy of +/- 6 seconds.
 MJ0562
 MJ0562.The orthometric height was determined by differential leveling
 MJ0562.and adjusted by the National Geodetic Survey in June 1991..
 MJ0562
 MJ0562.The geoid height was determined by GEOID03.
 MJ0562
 MJ0562.The dynamic height is computed by dividing the NAVD 88
 MJ0562.geopotential number by the normal gravity value computed on the
 MJ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0562.degrees latitude (g = 980.6199 gals.).
 MJ0562
 MJ0562.The modeled gravity was interpolated from observed gravity values.
 MJ0562
 MJ0562;                    North         East    Units  Estimated Accuracy
 MJ0562;SPC IA S     -   156,150.      317,730.      MT  (+/- 180 meters Scaled)
 MJ0562
 MJ0562                          SUPERSEDED SURVEY CONTROL
 MJ0562
 MJ0562  NGVD 29 (??/??/92)  326.839  (m)         1072.30   (f) ADJ UNCH    1 2
 MJ0562
 MJ0562.Superseded values are not recommended for survey control.
 MJ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0562.See file dsdata.txt to determine how the superseded data were derived.
 MJ0562
 MJ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF759850(NAD 83)
 MJ0562_MARKER: DD = SURVEY DISK
 MJ0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0562_SP_SET: CULVERT
 MJ0562_STAMPING: ELEV 1072.173 FT
 MJ0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0562
 MJ0562  HISTORY     - Date     Condition        Report By
 MJ0562  HISTORY     - UNK      MONUMENTED       USGS
 MJ0562  HISTORY     - 1948     GOOD             NGS
 MJ0562
 MJ0562                          STATION DESCRIPTION
 MJ0562
 MJ0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0562'0.2 MI SW FROM UNDERWOOD.
 MJ0562'0.15 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0562'RAILROAD FROM THE STATION AT UNDERWOOD, SET IN THE SOUTHEAST
 MJ0562'CONCRETE HEADWALL FOR A LARGE CONCRETE BOX RAILWAY CULVERT
 MJ0562'(SOUTHEAST FACE OF HEADWALL STENCILLED 1900), 1.0 FEET NORTHEAST
 MJ0562'OF THE SOUTHWEST END OF THE HEADWALL, 109.4 FEET SOUTHEAST
 MJ0562'OF THE CENTER LINE OF STATE HIGHWAY 64, 102.5 FEET SOUTH
 MJ0562'SOUTHEAST OF 588 (STATION) STENCILLED ON THE SOUTHEAST EDGE OF
 MJ0562'THE HIGHWAY PAVING, 23.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 MJ0562'OF THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0569 ***********************************************************************
 MJ0569  DESIGNATION -  1089
 MJ0569  PID         -  MJ0569
 MJ0569  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0569  USGS QUAD   -  NEOLA (1994)
 MJ0569
 MJ0569                         *CURRENT SURVEY CONTROL
 MJ0569  ___________________________________________________________________
 MJ0569* NAD 83(1986)-  41 26 46.     (N)    095 37 09.     (W)     SCALED    
 MJ0569* NAVD 88     -       331.966  (meters)    1089.13   (feet)  ADJUSTED  
 MJ0569  ___________________________________________________________________
 MJ0569  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 MJ0569  DYNAMIC HT  -         331.821 (meters)    1088.65  (feet)  COMP
 MJ0569  MODELED GRAV-     980,178.9   (mgal)                       NAVD 88
 MJ0569
 MJ0569  VERT ORDER  -  FIRST     CLASS II
 MJ0569
 MJ0569.The horizontal coordinates were scaled from a topographic map and have
 MJ0569.an estimated accuracy of +/- 6 seconds.
 MJ0569
 MJ0569.The orthometric height was determined by differential leveling
 MJ0569.and adjusted by the National Geodetic Survey in June 1991..
 MJ0569.WARNING-Repeat measurements at this control monument indicate possible
 MJ0569.vertical movement.
 MJ0569
 MJ0569.The geoid height was determined by GEOID03.
 MJ0569
 MJ0569.The dynamic height is computed by dividing the NAVD 88
 MJ0569.geopotential number by the normal gravity value computed on the
 MJ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0569.degrees latitude (g = 980.6199 gals.).
 MJ0569
 MJ0569.The modeled gravity was interpolated from observed gravity values.
 MJ0569
 MJ0569;                    North         East    Units  Estimated Accuracy
 MJ0569;SPC IA S     -   162,750.      322,940.      MT  (+/- 180 meters Scaled)
 MJ0569
 MJ0569                          SUPERSEDED SURVEY CONTROL
 MJ0569
 MJ0569  NGVD 29 (??/??/92)  331.846  (m)         1088.73   (f) ADJ UNCH    1 2
 MJ0569
 MJ0569.Superseded values are not recommended for survey control.
 MJ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0569.See file dsdata.txt to determine how the superseded data were derived.
 MJ0569
 MJ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF812915(NAD 83)
 MJ0569_MARKER: DD = SURVEY DISK
 MJ0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0569_SP_SET: BRIDGE ABUTMENT
 MJ0569_STAMPING: ELEV 1088.541 FT
 MJ0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0569
 MJ0569  HISTORY     - Date     Condition        Report By
 MJ0569  HISTORY     - UNK      MONUMENTED       USGS
 MJ0569  HISTORY     - 1948     GOOD             NGS
 MJ0569
 MJ0569                          STATION DESCRIPTION
 MJ0569
 MJ0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0569'AT NEOLA.
 MJ0569'AT NEOLA, ABOUT 0.15 MILE NORTHEAST OF THE CROSSING OF THE CHICAGO,
 MJ0569'ROCK ISLAND AND PACIFIC AND THE CHICAGO, MILWAUKEE, ST. PAUL
 MJ0569'AND PACIFIC RAILROADS, SET IN THE TOP OF THE SOUTHEAST END OF THE
 MJ0569'NORTHEAST ABUTMENT OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0569'RAILROAD BRIDGE NO. 4784, 11.1 FEET SOUTHEAST OF THE SOUTHEAST
 MJ0569'RAIL, 5.0 FEET LOWER THAN THE TRACK, DIRECTLY ABOVE 1902
 MJ0569'STENCILLED IN THE SOUTHWEST FACE OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0570 ***********************************************************************
 MJ0570  DESIGNATION -  1095
 MJ0570  PID         -  MJ0570
 MJ0570  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0570  USGS QUAD   -  NEOLA (1994)
 MJ0570
 MJ0570                         *CURRENT SURVEY CONTROL
 MJ0570  ___________________________________________________________________
 MJ0570* NAD 83(1986)-  41 26 52.     (N)    095 37 01.     (W)     SCALED    
 MJ0570* NAVD 88     -       334.044  (meters)    1095.94   (feet)  ADJUSTED  
 MJ0570  ___________________________________________________________________
 MJ0570  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 MJ0570  DYNAMIC HT  -         333.898 (meters)    1095.46  (feet)  COMP
 MJ0570  MODELED GRAV-     980,178.9   (mgal)                       NAVD 88
 MJ0570
 MJ0570  VERT ORDER  -  FIRST     CLASS II
 MJ0570
 MJ0570.The horizontal coordinates were scaled from a topographic map and have
 MJ0570.an estimated accuracy of +/- 6 seconds.
 MJ0570
 MJ0570.The orthometric height was determined by differential leveling
 MJ0570.and adjusted by the National Geodetic Survey in June 1991..
 MJ0570
 MJ0570.The geoid height was determined by GEOID03.
 MJ0570
 MJ0570.The dynamic height is computed by dividing the NAVD 88
 MJ0570.geopotential number by the normal gravity value computed on the
 MJ0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0570.degrees latitude (g = 980.6199 gals.).
 MJ0570
 MJ0570.The modeled gravity was interpolated from observed gravity values.
 MJ0570
 MJ0570;                    North         East    Units  Estimated Accuracy
 MJ0570;SPC IA S     -   162,930.      323,130.      MT  (+/- 180 meters Scaled)
 MJ0570
 MJ0570                          SUPERSEDED SURVEY CONTROL
 MJ0570
 MJ0570  NGVD 29 (??/??/92)  333.924  (m)         1095.55   (f) ADJ UNCH    1 2
 MJ0570
 MJ0570.Superseded values are not recommended for survey control.
 MJ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0570.See file dsdata.txt to determine how the superseded data were derived.
 MJ0570
 MJ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF813917(NAD 83)
 MJ0570_MARKER: P = PIPE CAP
 MJ0570_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0570_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0570_STAMPING: 1095.470
 MJ0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0570
 MJ0570  HISTORY     - Date     Condition        Report By
 MJ0570  HISTORY     - UNK      MONUMENTED       USGS
 MJ0570  HISTORY     - 1948     GOOD             NGS
 MJ0570  HISTORY     - 1957     GOOD             NGS
 MJ0570
 MJ0570                          STATION DESCRIPTION
 MJ0570
 MJ0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0570'AT NEOLA.
 MJ0570'AT NEOLA, 49.6 FEET SOUTHWEST OF THE CENTER OF A CROSSING OF THE
 MJ0570'MAIN TRACK OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0570'RAILWAY AND A DIRT STREET, 54.1 FEET SOUTH OF THE SOUTHEAST
 MJ0570'CORNER OF A BRICK GARAGE(HOBBINS SKELLY SERVICE), 26.3 FEET
 MJ0570'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 22.0 FEET NORTHWEST
 MJ0570'OF THE NORTHEAST CORNER OF THE ENTRANCE EXTENSION TO THE
 MJ0570'STOKLEY LUMBER COMPANY WAREHOUSE, 15.3 FEET NORTH OF THE NORTHEAST
 MJ0570'CORNER OF THE WAREHOUSE, 8.6 FEET EAST OF THE EXTENSION TO THE
 MJ0570'SOUTH OF THE LINE OF THE EAST FACE OF THE BRICK GARAGE, 1.0 FOOT
 MJ0570'SOUTH OF THE LINE OF THE RIGHT-OF-WAY FENCE, 0.2 FOOT UNDERGROUND
 MJ0570'AND ALONG THE NORTH EDGE OF A DIRT ROAD LEADING TO THE BACK
 MJ0570'OF THE LUMBER COMPANY WAREHOUSE.
 MJ0570
 MJ0570                          STATION RECOVERY (1957)
 MJ0570
 MJ0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MJ0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0002 ***********************************************************************
 NL0002  DESIGNATION -  1099
 NL0002  PID         -  NL0002
 NL0002  STATE/COUNTY-  IA/WEBSTER
 NL0002  USGS QUAD   -  FORT DODGE NORTH (1979)
 NL0002
 NL0002                         *CURRENT SURVEY CONTROL
 NL0002  ___________________________________________________________________
 NL0002* NAD 83(1986)-  42 30 18.     (N)    094 11 10.     (W)     SCALED    
 NL0002* NAVD 88     -       334.880  (meters)    1098.69   (feet)  ADJUSTED  
 NL0002  ___________________________________________________________________
 NL0002  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 NL0002  DYNAMIC HT  -         334.776 (meters)    1098.34  (feet)  COMP
 NL0002  MODELED GRAV-     980,299.7   (mgal)                       NAVD 88
 NL0002
 NL0002  VERT ORDER  -  FIRST     CLASS II
 NL0002
 NL0002.The horizontal coordinates were scaled from a topographic map and have
 NL0002.an estimated accuracy of +/- 6 seconds.
 NL0002
 NL0002.The orthometric height was determined by differential leveling
 NL0002.and adjusted by the National Geodetic Survey in June 1991..
 NL0002
 NL0002.The geoid height was determined by GEOID03.
 NL0002
 NL0002.The dynamic height is computed by dividing the NAVD 88
 NL0002.geopotential number by the normal gravity value computed on the
 NL0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0002.degrees latitude (g = 980.6199 gals.).
 NL0002
 NL0002.The modeled gravity was interpolated from observed gravity values.
 NL0002
 NL0002;                    North         East    Units  Estimated Accuracy
 NL0002;SPC IA N     - 1,111,860.    1,443,610.      MT  (+/- 180 meters Scaled)
 NL0002
 NL0002                          SUPERSEDED SURVEY CONTROL
 NL0002
 NL0002  NGVD 29 (??/??/92)  334.845  (m)         1098.57   (f) ADJ UNCH    1 2
 NL0002
 NL0002.Superseded values are not recommended for survey control.
 NL0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0002.See file dsdata.txt to determine how the superseded data were derived.
 NL0002
 NL0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH025065(NAD 83)
 NL0002_MARKER: DD = SURVEY DISK
 NL0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0002_SP_SET: WALL
 NL0002_STAMPING: 1098.571 IOWA
 NL0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0002
 NL0002  HISTORY     - Date     Condition        Report By
 NL0002  HISTORY     - UNK      MONUMENTED       USGS
 NL0002  HISTORY     - 1934     GOOD             NGS
 NL0002
 NL0002                          STATION DESCRIPTION
 NL0002
 NL0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0002'AT FORT DODGE.
 NL0002'AT FORT DODGE, WEBSTER COUNTY, IN THE FRONT OF WEST WALL OF THE
 NL0002'POST OFFICE, 12 INCHES SOUTH OF THE NORTH-WEST CORNER, AND
 NL0002'20 INCHES ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY
 NL0002'STANDARD DISK, STAMPED 1098.571 IOWA AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0044 ***********************************************************************
 MH0044  DESIGNATION -  11
 MH0044  PID         -  MH0044
 MH0044  STATE/COUNTY-  IA/TAMA
 MH0044  USGS QUAD   -  BELLE PLAINE (1968)
 MH0044
 MH0044                         *CURRENT SURVEY CONTROL
 MH0044  ___________________________________________________________________
 MH0044* NAD 83(1986)-  41 55 11.     (N)    092 18 17.     (W)     SCALED    
 MH0044* NAVD 88     -       239.978  (meters)     787.33   (feet)  ADJUSTED  
 MH0044  ___________________________________________________________________
 MH0044  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 MH0044  DYNAMIC HT  -         239.892 (meters)     787.05  (feet)  COMP
 MH0044  MODELED GRAV-     980,259.6   (mgal)                       NAVD 88
 MH0044
 MH0044  VERT ORDER  -  SECOND    CLASS 0
 MH0044
 MH0044.The horizontal coordinates were scaled from a topographic map and have
 MH0044.an estimated accuracy of +/- 6 seconds.
 MH0044
 MH0044.The orthometric height was determined by differential leveling
 MH0044.and adjusted by the National Geodetic Survey in June 1991..
 MH0044
 MH0044.The geoid height was determined by GEOID03.
 MH0044
 MH0044.The dynamic height is computed by dividing the NAVD 88
 MH0044.geopotential number by the normal gravity value computed on the
 MH0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0044.degrees latitude (g = 980.6199 gals.).
 MH0044
 MH0044.The modeled gravity was interpolated from observed gravity values.
 MH0044
 MH0044;                    North         East    Units  Estimated Accuracy
 MH0044;SPC IA N     - 1,047,320.    1,599,150.      MT  (+/- 180 meters Scaled)
 MH0044
 MH0044                          SUPERSEDED SURVEY CONTROL
 MH0044
 MH0044  NGVD 29 (??/??/92)  239.981  (m)          787.34   (f) ADJ UNCH    2 0
 MH0044
 MH0044.Superseded values are not recommended for survey control.
 MH0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0044.See file dsdata.txt to determine how the superseded data were derived.
 MH0044
 MH0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG576410(NAD 83)
 MH0044_MARKER: R = RIVET
 MH0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0044_SP_SET: BRIDGE
 MH0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0044
 MH0044  HISTORY     - Date     Condition        Report By
 MH0044  HISTORY     - UNK      MONUMENTED       CNWRR
 MH0044  HISTORY     - 1934     GOOD             NGS
 MH0044
 MH0044                          STATION DESCRIPTION
 MH0044
 MH0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0044'2 MI S FROM IRVING.
 MH0044'2 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 MH0044'STATION AT IRVING, TAMA COUNTY, 21 POLES NORTH OF MILEPOST 2, AT
 MH0044'BRIDGE 5-1/2, IN THE WEST HEADWALL, AND ABOUT 1 FOOT LOWER THAN
 MH0044'THE RAIL.  A MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0517 ***********************************************************************
 MG0517  DESIGNATION -  11
 MG0517  PID         -  MG0517
 MG0517  STATE/COUNTY-  IA/JOHNSON
 MG0517  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0517
 MG0517                         *CURRENT SURVEY CONTROL
 MG0517  ___________________________________________________________________
 MG0517* NAD 83(1986)-  41 37 34.     (N)    091 32 40.     (W)     SCALED    
 MG0517* NAVD 88     -       196.628  (meters)     645.10   (feet)  ADJUSTED  
 MG0517  ___________________________________________________________________
 MG0517  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 MG0517  DYNAMIC HT  -         196.552 (meters)     644.85  (feet)  COMP
 MG0517  MODELED GRAV-     980,236.9   (mgal)                       NAVD 88
 MG0517
 MG0517  VERT ORDER  -  FIRST     CLASS II
 MG0517
 MG0517.The horizontal coordinates were scaled from a topographic map and have
 MG0517.an estimated accuracy of +/- 6 seconds.
 MG0517
 MG0517.The orthometric height was determined by differential leveling
 MG0517.and adjusted by the National Geodetic Survey in June 1991..
 MG0517
 MG0517.The geoid height was determined by GEOID03.
 MG0517
 MG0517.The dynamic height is computed by dividing the NAVD 88
 MG0517.geopotential number by the normal gravity value computed on the
 MG0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0517.degrees latitude (g = 980.6199 gals.).
 MG0517
 MG0517.The modeled gravity was interpolated from observed gravity values.
 MG0517
 MG0517;                    North         East    Units  Estimated Accuracy
 MG0517;SPC IA S     -   182,410.      662,950.      MT  (+/- 180 meters Scaled)
 MG0517
 MG0517                          SUPERSEDED SURVEY CONTROL
 MG0517
 MG0517  NGVD 29 (??/??/92)  196.66   (m)          645.2    (f) COMPUTED    1 2
 MG0517
 MG0517.Superseded values are not recommended for survey control.
 MG0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0517.See file dsdata.txt to determine how the superseded data were derived.
 MG0517
 MG0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG212092(NAD 83)
 MG0517_MARKER: Z = SEE DESCRIPTION
 MG0517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0517_SP_SET: CULVERT
 MG0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0517
 MG0517  HISTORY     - Date     Condition        Report By
 MG0517  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0517  HISTORY     - 1964     GOOD             NGS
 MG0517  HISTORY     - 19910427 GOOD             USPSQD
 MG0517  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0517
 MG0517                          STATION DESCRIPTION
 MG0517
 MG0517'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0517'1.6 MI S FROM IOWA CITY.
 MG0517'1.6 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE INTERSECTION OF
 MG0517'STATE HIGHWAY 1 AT IOWA CITY, JOHNSON COUNTY, NEAR THE NORTHEAST
 MG0517'CORNER OF SEC. 28, T. 79 N., R. 6 W., AT PAVEMENT STATION 77+00,
 MG0517'AT A 5- BY 6-FOOT CONCRETE-BOX CULVERT, IN THE TOP OF THE WEST
 MG0517'HEAD WALL, AND 28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 MG0517'A REINFORCING BAR.
 MG0517
 MG0517                          STATION RECOVERY (1964)
 MG0517
 MG0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0517'RECOVERED IN GOOD CONDITION.
 MG0517
 MG0517                          STATION RECOVERY (1991)
 MG0517
 MG0517'RECOVERY NOTE BY US POWER SQUADRON 1991 (JK)
 MG0517'RECOVERED IN GOOD CONDITION.
 MG0517
 MG0517                          STATION RECOVERY (1998)
 MG0517
 MG0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0517'THE HEADWALL HAS BEEN REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0530 ***********************************************************************
 MG0530  DESIGNATION -  11
 MG0530  PID         -  MG0530
 MG0530  STATE/COUNTY-  IA/JOHNSON
 MG0530  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0530
 MG0530                         *CURRENT SURVEY CONTROL
 MG0530  ___________________________________________________________________
 MG0530* NAD 83(1986)-  41 39 40.     (N)    091 32 33.     (W)     SCALED    
 MG0530* NAVD 88     -       200.087  (meters)     656.45   (feet)  ADJUSTED  
 MG0530  ___________________________________________________________________
 MG0530  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0530  DYNAMIC HT  -         200.010 (meters)     656.20  (feet)  COMP
 MG0530  MODELED GRAV-     980,236.7   (mgal)                       NAVD 88
 MG0530
 MG0530  VERT ORDER  -  FIRST     CLASS II
 MG0530
 MG0530.The horizontal coordinates were scaled from a topographic map and have
 MG0530.an estimated accuracy of +/- 6 seconds.
 MG0530
 MG0530.The orthometric height was determined by differential leveling
 MG0530.and adjusted by the National Geodetic Survey in June 1991..
 MG0530
 MG0530.The geoid height was determined by GEOID03.
 MG0530
 MG0530.The dynamic height is computed by dividing the NAVD 88
 MG0530.geopotential number by the normal gravity value computed on the
 MG0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0530.degrees latitude (g = 980.6199 gals.).
 MG0530
 MG0530.The modeled gravity was interpolated from observed gravity values.
 MG0530
 MG0530;                    North         East    Units  Estimated Accuracy
 MG0530;SPC IA S     -   186,300.      663,020.      MT  (+/- 180 meters Scaled)
 MG0530
 MG0530                          SUPERSEDED SURVEY CONTROL
 MG0530
 MG0530  NGVD 29 (??/??/92)  200.121  (m)          656.56   (f) ADJ UNCH    1 2
 MG0530
 MG0530.Superseded values are not recommended for survey control.
 MG0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0530.See file dsdata.txt to determine how the superseded data were derived.
 MG0530
 MG0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG213131(NAD 83)
 MG0530_MARKER: DD = SURVEY DISK
 MG0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0530_STAMPING: 11
 MG0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0530+STABILITY: SURFACE MOTION
 MG0530
 MG0530  HISTORY     - Date     Condition        Report By
 MG0530  HISTORY     - UNK      MONUMENTED       IASUNI
 MG0530  HISTORY     - 1935     GOOD             IAGS
 MG0530  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0530
 MG0530                          STATION DESCRIPTION
 MG0530
 MG0530'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0530'AT IOWA CITY.
 MG0530'AT IOWA CITY, JOHNSON COUNTY, AT THE INTERSECTION OF TEMPLIN ROAD
 MG0530'AND IOWA AVENUE, AT THE WEST END OF THE IOWA AVENUE BRIDGE OVER
 MG0530'IOWA RIVER, 11.2 FEET NORTH OF THE NORTH END OF THE HANDRAIL, AND
 MG0530'26 FEET EAST OF THE EAST CURB OF TEMPLIN ROAD.  A STATE UNIVERSITY
 MG0530'OF IOWA STANDARD DISK, STAMPED 11 AND SET IN THE TOP OF A CONCRETE
 MG0530'POST.
 MG0530
 MG0530                          STATION RECOVERY (1998)
 MG0530
 MG0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0530'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 MG0530'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0281 ***********************************************************************
 LE0281  DESIGNATION -  11 E
 LE0281  PID         -  LE0281
 LE0281  STATE/COUNTY-  IA/MONROE
 LE0281  USGS QUAD   -  MELROSE (1982)
 LE0281
 LE0281                         *CURRENT SURVEY CONTROL
 LE0281  ___________________________________________________________________
 LE0281* NAD 83(1986)-  40 58 27.     (N)    093 02 56.     (W)     SCALED    
 LE0281* NAVD 88     -       265.069  (meters)     869.65   (feet)  ADJUSTED  
 LE0281  ___________________________________________________________________
 LE0281  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 LE0281  DYNAMIC HT  -         264.947 (meters)     869.25  (feet)  COMP
 LE0281  MODELED GRAV-     980,159.0   (mgal)                       NAVD 88
 LE0281
 LE0281  VERT ORDER  -  SECOND    CLASS 0
 LE0281
 LE0281.The horizontal coordinates were scaled from a topographic map and have
 LE0281.an estimated accuracy of +/- 6 seconds.
 LE0281
 LE0281.The orthometric height was determined by differential leveling
 LE0281.and adjusted by the National Geodetic Survey in June 1991..
 LE0281
 LE0281.The geoid height was determined by GEOID03.
 LE0281
 LE0281.The dynamic height is computed by dividing the NAVD 88
 LE0281.geopotential number by the normal gravity value computed on the
 LE0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0281.degrees latitude (g = 980.6199 gals.).
 LE0281
 LE0281.The modeled gravity was interpolated from observed gravity values.
 LE0281
 LE0281;                    North         East    Units  Estimated Accuracy
 LE0281;SPC IA S     -   108,280.      537,970.      MT  (+/- 180 meters Scaled)
 LE0281
 LE0281                          SUPERSEDED SURVEY CONTROL
 LE0281
 LE0281  NGVD 29 (??/??/92)  265.050  (m)          869.58   (f) ADJ UNCH    2 0
 LE0281
 LE0281.Superseded values are not recommended for survey control.
 LE0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0281.See file dsdata.txt to determine how the superseded data were derived.
 LE0281
 LE0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF958358(NAD 83)
 LE0281_MARKER: DD = SURVEY DISK
 LE0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0281_STAMPING: 869 11 E 1933
 LE0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0281+STABILITY: SURFACE MOTION
 LE0281
 LE0281  HISTORY     - Date     Condition        Report By
 LE0281  HISTORY     - 1933     MONUMENTED       USGS
 LE0281
 LE0281                          STATION DESCRIPTION
 LE0281
 LE0281'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 LE0281'AT MELROSE.
 LE0281'AT MELROSE, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LE0281'2 POLES EAST OF THE STATION, AT A ROAD CROSSING, 27 FEET EAST
 LE0281'OF THE CENTERLINE OF THE ROAD, 15 FEET NORTH OF THE CENTERLINE
 LE0281'OF THE MAIN TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 LE0281'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 869
 LE0281'11 E 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0088 ***********************************************************************
 MJ0088  DESIGNATION -  1104
 MJ0088  PID         -  MJ0088
 MJ0088  STATE/COUNTY-  IA/MADISON
 MJ0088  USGS QUAD   -  EARLHAM EAST (1983)
 MJ0088
 MJ0088                         *CURRENT SURVEY CONTROL
 MJ0088  ___________________________________________________________________
 MJ0088* NAD 83(1986)-  41 29 23.     (N)    094 07 17.     (W)     SCALED    
 MJ0088* NAVD 88     -       336.635  (meters)    1104.44   (feet)  ADJUSTED  
 MJ0088  ___________________________________________________________________
 MJ0088  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 MJ0088  DYNAMIC HT  -         336.486 (meters)    1103.95  (feet)  COMP
 MJ0088  MODELED GRAV-     980,171.3   (mgal)                       NAVD 88
 MJ0088
 MJ0088  VERT ORDER  -  FIRST     CLASS II
 MJ0088
 MJ0088.The horizontal coordinates were scaled from a topographic map and have
 MJ0088.an estimated accuracy of +/- 6 seconds.
 MJ0088
 MJ0088.The orthometric height was determined by differential leveling
 MJ0088.and adjusted by the National Geodetic Survey in June 1991..
 MJ0088
 MJ0088.The geoid height was determined by GEOID03.
 MJ0088
 MJ0088.The dynamic height is computed by dividing the NAVD 88
 MJ0088.geopotential number by the normal gravity value computed on the
 MJ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0088.degrees latitude (g = 980.6199 gals.).
 MJ0088
 MJ0088.The modeled gravity was interpolated from observed gravity values.
 MJ0088
 MJ0088;                    North         East    Units  Estimated Accuracy
 MJ0088;SPC IA S     -   165,620.      448,110.      MT  (+/- 180 meters Scaled)
 MJ0088
 MJ0088                          SUPERSEDED SURVEY CONTROL
 MJ0088
 MJ0088  NGVD 29 (??/??/92)  336.572  (m)         1104.24   (f) ADJ UNCH    1 2
 MJ0088
 MJ0088.Superseded values are not recommended for survey control.
 MJ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0088.See file dsdata.txt to determine how the superseded data were derived.
 MJ0088
 MJ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF063937(NAD 83)
 MJ0088_MARKER: P = PIPE CAP
 MJ0088_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0088_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0088_STAMPING: 1104.181
 MJ0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0088
 MJ0088  HISTORY     - Date     Condition        Report By
 MJ0088  HISTORY     - UNK      MONUMENTED       USGS
 MJ0088  HISTORY     - 1934     GOOD             NGS
 MJ0088
 MJ0088                          STATION DESCRIPTION
 MJ0088
 MJ0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MJ0088'AT EARLHAM.
 MJ0088'AT EARLHAM, MADISON COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 MJ0088'PACIFIC RAILROAD, 560 FEET EAST OF THE STATION, 103 FEET SOUTH
 MJ0088'ACROSS THE TRACK FROM SIGNAL TOWER 387.4, 196 FEET EAST OF THE
 MJ0088'CENTERLINE OF A STREET, AND 126.5 FEET SOUTH OF THE CENTERLINE
 MJ0088'OF THE MAIN TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD CAP,
 MJ0088'STAMPED 1104.181 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON
 MJ0088'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0120 ***********************************************************************
 NL0120  DESIGNATION -  1110
 NL0120  PID         -  NL0120
 NL0120  STATE/COUNTY-  IA/WEBSTER
 NL0120  USGS QUAD   -  EVANSTON (1965)
 NL0120
 NL0120                         *CURRENT SURVEY CONTROL
 NL0120  ___________________________________________________________________
 NL0120* NAD 83(1986)-  42 28 19.     (N)    094 05 24.     (W)     SCALED    
 NL0120* NAVD 88     -       338.240  (meters)    1109.71   (feet)  ADJUSTED  
 NL0120  ___________________________________________________________________
 NL0120  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 NL0120  DYNAMIC HT  -         338.148 (meters)    1109.41  (feet)  COMP
 NL0120  MODELED GRAV-     980,339.2   (mgal)                       NAVD 88
 NL0120
 NL0120  VERT ORDER  -  SECOND    CLASS 0
 NL0120
 NL0120.The horizontal coordinates were scaled from a topographic map and have
 NL0120.an estimated accuracy of +/- 6 seconds.
 NL0120
 NL0120.The orthometric height was determined by differential leveling
 NL0120.and adjusted by the National Geodetic Survey in June 1991..
 NL0120
 NL0120.The geoid height was determined by GEOID03.
 NL0120
 NL0120.The dynamic height is computed by dividing the NAVD 88
 NL0120.geopotential number by the normal gravity value computed on the
 NL0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0120.degrees latitude (g = 980.6199 gals.).
 NL0120
 NL0120.The modeled gravity was interpolated from observed gravity values.
 NL0120
 NL0120;                    North         East    Units  Estimated Accuracy
 NL0120;SPC IA N     - 1,108,130.    1,451,480.      MT  (+/- 180 meters Scaled)
 NL0120
 NL0120                          SUPERSEDED SURVEY CONTROL
 NL0120
 NL0120  NGVD 29 (??/??/92)  338.213  (m)         1109.62   (f) ADJ UNCH    2 0
 NL0120
 NL0120.Superseded values are not recommended for survey control.
 NL0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0120.See file dsdata.txt to determine how the superseded data were derived.
 NL0120
 NL0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH103027(NAD 83)
 NL0120_MARKER: P = PIPE CAP
 NL0120_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NL0120_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NL0120_STAMPING: IOWA 1919 1110
 NL0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0120
 NL0120  HISTORY     - Date     Condition        Report By
 NL0120  HISTORY     - 1919     MONUMENTED       USGS
 NL0120  HISTORY     - 1934     GOOD             NGS
 NL0120
 NL0120                          STATION DESCRIPTION
 NL0120
 NL0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0120'5.4 MI E FROM FORT DODGE.
 NL0120'5.4 MILES EAST ALONG THE ILLINOIS CENTRAIL RAILROAD FROM THE
 NL0120'STATION AT FORT DODGE, WEBSTER COUNTY, 58 FEET NORTHWEST OF A
 NL0120'SECTION-ROAD CROSSING, 29.5 FEET WEST OF THE CENTERLINE OF THE
 NL0120'ROAD, 48 FEET NORTH OF THE NORTH RAIL, AND AT A SECTION FENCE
 NL0120'CORNER.  A U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED IOWA
 NL0120'1919 1110 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0443 ***********************************************************************
 NK0443  DESIGNATION -  1113
 NK0443  PID         -  NK0443
 NK0443  STATE/COUNTY-  IA/WEBSTER
 NK0443  USGS QUAD   -  DUNCOMBE (1978)
 NK0443
 NK0443                         *CURRENT SURVEY CONTROL
 NK0443  ___________________________________________________________________
 NK0443* NAD 83(1986)-  42 28 13.     (N)    093 59 36.     (W)     SCALED    
 NK0443* NAVD 88     -       339.204  (meters)    1112.87   (feet)  ADJUSTED  
 NK0443  ___________________________________________________________________
 NK0443  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 NK0443  DYNAMIC HT  -         339.118 (meters)    1112.59  (feet)  COMP
 NK0443  MODELED GRAV-     980,357.6   (mgal)                       NAVD 88
 NK0443
 NK0443  VERT ORDER  -  SECOND    CLASS 0
 NK0443
 NK0443.The horizontal coordinates were scaled from a topographic map and have
 NK0443.an estimated accuracy of +/- 6 seconds.
 NK0443
 NK0443.The orthometric height was determined by differential leveling
 NK0443.and adjusted by the National Geodetic Survey in June 1991..
 NK0443
 NK0443.The geoid height was determined by GEOID03.
 NK0443
 NK0443.The dynamic height is computed by dividing the NAVD 88
 NK0443.geopotential number by the normal gravity value computed on the
 NK0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0443.degrees latitude (g = 980.6199 gals.).
 NK0443
 NK0443.The modeled gravity was interpolated from observed gravity values.
 NK0443
 NK0443;                    North         East    Units  Estimated Accuracy
 NK0443;SPC IA N     - 1,107,890.    1,459,430.      MT  (+/- 180 meters Scaled)
 NK0443
 NK0443                          SUPERSEDED SURVEY CONTROL
 NK0443
 NK0443  NGVD 29 (??/??/92)  339.188  (m)         1112.82   (f) ADJ UNCH    2 0
 NK0443
 NK0443.Superseded values are not recommended for survey control.
 NK0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0443.See file dsdata.txt to determine how the superseded data were derived.
 NK0443
 NK0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH183024(NAD 83)
 NK0443_MARKER: DD = SURVEY DISK
 NK0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0443_SP_SET: BUILDING WALL
 NK0443_STAMPING: IOWA 1919 1113
 NK0443_MARK LOGO: USGS  
 NK0443_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0443
 NK0443  HISTORY     - Date     Condition        Report By
 NK0443  HISTORY     - 1919     MONUMENTED       USGS
 NK0443  HISTORY     - 1942     GOOD             NGS
 NK0443  HISTORY     - 1971     POOR             USGS
 NK0443  HISTORY     - 19950522 POOR             IAHD
 NK0443
 NK0443                          STATION DESCRIPTION
 NK0443
 NK0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NK0443'AT DUNCOMBE.
 NK0443'AT DUNCOMBE, AT THE DUNCOMBE SAVINGS BANK BUILDING, IN THE TILING
 NK0443'OF THE BUILDING, 14.6 FEET EAST OF THE WEST CURB OF MAIN STREET,
 NK0443'7.3 FEET NORTHWEST OF THE WEST END OF THE SOUTH WALL, 0.7 FOOT
 NK0443'NORTHEAST OF A PILLAR AT THE SOUTHWEST CORNER OF THE BANK, AND
 NK0443'ABOUT 2 FEET ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 NK0443'SURVEY STANDARD DISK, STAMPED IOWA 1919 1113.  NOTE-- THIS
 NK0443'BUILDING IS NOT USED FOR A BANK ANYMORE AND IS IN NEED OF
 NK0443'REPAIR.
 NK0443
 NK0443                          STATION RECOVERY (1971)
 NK0443
 NK0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NK0443'MARK RECOVERED IN POOR CONDITION.
 NK0443
 NK0443                          STATION RECOVERY (1995)
 NK0443
 NK0443'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1995
 NK0443'RECOVERED IN POOR CONDITION.  NOTE--NOT GOOD FOR GPS, INSIDE THE PORCH
 NK0443'OF A HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0005 ***********************************************************************
 NL0005  DESIGNATION -  1120
 NL0005  PID         -  NL0005
 NL0005  STATE/COUNTY-  IA/WEBSTER
 NL0005  USGS QUAD   -  FORT DODGE NORTH (1979)
 NL0005
 NL0005                         *CURRENT SURVEY CONTROL
 NL0005  ___________________________________________________________________
 NL0005* NAD 83(1986)-  42 30 05.     (N)    094 13 36.     (W)     SCALED    
 NL0005* NAVD 88     -       341.372  (meters)    1119.98   (feet)  ADJUSTED  
 NL0005  ___________________________________________________________________
 NL0005  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 NL0005  DYNAMIC HT  -         341.262 (meters)    1119.62  (feet)  COMP
 NL0005  MODELED GRAV-     980,290.6   (mgal)                       NAVD 88
 NL0005
 NL0005  VERT ORDER  -  FIRST     CLASS II
 NL0005
 NL0005.The horizontal coordinates were scaled from a topographic map and have
 NL0005.an estimated accuracy of +/- 6 seconds.
 NL0005
 NL0005.The orthometric height was determined by differential leveling
 NL0005.and adjusted by the National Geodetic Survey in June 1991..
 NL0005
 NL0005.The geoid height was determined by GEOID03.
 NL0005
 NL0005.The dynamic height is computed by dividing the NAVD 88
 NL0005.geopotential number by the normal gravity value computed on the
 NL0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0005.degrees latitude (g = 980.6199 gals.).
 NL0005
 NL0005.The modeled gravity was interpolated from observed gravity values.
 NL0005
 NL0005;                    North         East    Units  Estimated Accuracy
 NL0005;SPC IA N     - 1,111,490.    1,440,270.      MT  (+/- 180 meters Scaled)
 NL0005
 NL0005                          SUPERSEDED SURVEY CONTROL
 NL0005
 NL0005  NGVD 29 (??/??/92)  341.332  (m)         1119.85   (f) ADJ UNCH    1 2
 NL0005
 NL0005.Superseded values are not recommended for survey control.
 NL0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0005.See file dsdata.txt to determine how the superseded data were derived.
 NL0005
 NL0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH992061(NAD 83)
 NL0005_MARKER: P = PIPE CAP
 NL0005_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NL0005_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NL0005_STAMPING: 1119.853 IOWA 1919
 NL0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0005
 NL0005  HISTORY     - Date     Condition        Report By
 NL0005  HISTORY     - 1919     MONUMENTED       USGS
 NL0005  HISTORY     - 1934     GOOD             NGS
 NL0005
 NL0005                          STATION DESCRIPTION
 NL0005
 NL0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0005'2.5 MI NW FROM FORT DODGE.
 NL0005'2.5 MILES NORTHWEST ALONG A COUNTY ROAD FROM FORT DODGE, WEBSTER
 NL0005'COUNTY, AT THE CORNER COMMON TO SECS. 23, 24, 25, AND 26, T.
 NL0005'89 N., R. 29 W., 75 YARDS SOUTHEAST OF THE RESIDENCE AT THE
 NL0005'OAKDALE DAIRY FARM, 42.5 FEET EAST OF THE SOUTHEAST CORNER OF
 NL0005'THE RESIDENCE YARD, 43 FEET SOUTHEAST OF AN 18-INCH MAPLE TREE,
 NL0005'8 FEET EAST OF THE WEST LINE OF SECTION 24, AND 30 FEET NORTH
 NL0005'OF THE SOUTH LINE OF THE SECTION.  A UNITED STATES GEOLOGICAL
 NL0005'SURVEY STANDARD CAP, STAMPED 1119.853 IOWA 1919 AND RIVETED
 NL0005'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1171 ***********************************************************************
 LF1171  DESIGNATION -  112/2 BOLT
 LF1171  PID         -  LF1171
 LF1171  STATE/COUNTY-  IA/FREMONT
 LF1171  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1171
 LF1171                         *CURRENT SURVEY CONTROL
 LF1171  ___________________________________________________________________
 LF1171* NAD 83(1986)-  40 43 38.     (N)    095 51 00.     (W)     SCALED    
 LF1171* NAVD 88     -       282.234  (meters)     925.96   (feet)  ADJUSTED  
 LF1171  ___________________________________________________________________
 LF1171  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LF1171  DYNAMIC HT  -         282.088 (meters)     925.48  (feet)  COMP
 LF1171  MODELED GRAV-     980,099.7   (mgal)                       NAVD 88
 LF1171
 LF1171  VERT ORDER  -  SECOND    CLASS 0
 LF1171
 LF1171.The horizontal coordinates were scaled from a topographic map and have
 LF1171.an estimated accuracy of +/- 6 seconds.
 LF1171
 LF1171.The orthometric height was determined by differential leveling
 LF1171.and adjusted by the National Geodetic Survey in June 1991..
 LF1171
 LF1171.The geoid height was determined by GEOID03.
 LF1171
 LF1171.The dynamic height is computed by dividing the NAVD 88
 LF1171.geopotential number by the normal gravity value computed on the
 LF1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1171.degrees latitude (g = 980.6199 gals.).
 LF1171
 LF1171.The modeled gravity was interpolated from observed gravity values.
 LF1171
 LF1171;                    North         East    Units  Estimated Accuracy
 LF1171;SPC IA S     -    83,440.      301,500.      MT  (+/- 180 meters Scaled)
 LF1171
 LF1171                          SUPERSEDED SURVEY CONTROL
 LF1171
 LF1171  NGVD 29 (??/??/92)  282.139  (m)          925.65   (f) ADJ UNCH    2 0
 LF1171
 LF1171.Superseded values are not recommended for survey control.
 LF1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1171.See file dsdata.txt to determine how the superseded data were derived.
 LF1171
 LF1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF593123(NAD 83)
 LF1171_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF1171_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1171_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1171
 LF1171  HISTORY     - Date     Condition        Report By
 LF1171  HISTORY     - UNK      MONUMENTED       MORC
 LF1171  HISTORY     - 1948     GOOD             NGS
 LF1171
 LF1171                          STATION DESCRIPTION
 LF1171
 LF1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1171'3.8 MI SW FROM PERCIVAL.
 LF1171'0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1171'FROM THE STATION AT PERCIVAL, THENCE 1.2 MILES WEST ALONG A
 LF1171'DIRT ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE
 LF1171'1.0 MILE WEST ALONG A DIRT ROAD, THENCE 0.8 MILE SOUTH ALONG
 LF1171'A DIRT ROAD, THENCE 0.1 MILE EAST ALONG A DIRT ROAD, THENCE 0.1
 LF1171'MILE SOUTH ALONG A DIRT ROAD, 0.2 MILE NORTH OF A ROAD JUNCTION,
 LF1171'0.1 MILE SOUTH OF A SHARP TURN IN THE ROAD AND THE HOME OF
 LF1171'R.D. HEINLEIN ON WHOSE PROPERTY THE MARK IS SET, 34.5 FEET WEST
 LF1171'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 15.5 FEET WEST OF
 LF1171'A REFERENCE POST, 15.0 FEET WEST OF THE EAST EDGE OF A FIELD,
 LF1171'THE TOP OF A COPPER BOLT LEADED IN AN 18-INCH SQUARE STONE
 LF1171'WHICH IS 4.0 FEET UNDERGROUND ACCESS TO WHICH IS HAD THROUGH
 LF1171'AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION CAP.  NOTE-- MARK
 LF1171'IS 0.75 MILE WEST AND 0.2 MILE NORTH ALONG DIRT ROADS FROM
 LF1171'RICKETTS 1947 AND THE RICKETTS SCHOOL.  NOTE-- MARK IS 0.65
 LF1171'MILE EAST AND 0.2 MILE NORTH ALONG DIRT ROADS FROM B 134.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1170 ***********************************************************************
 LF1170  DESIGNATION -  112/2 CAP
 LF1170  PID         -  LF1170
 LF1170  STATE/COUNTY-  IA/FREMONT
 LF1170  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1170
 LF1170                         *CURRENT SURVEY CONTROL
 LF1170  ___________________________________________________________________
 LF1170* NAD 83(1986)-  40 43 38.     (N)    095 51 00.     (W)     SCALED    
 LF1170* NAVD 88     -       283.475  (meters)     930.03   (feet)  ADJUSTED  
 LF1170  ___________________________________________________________________
 LF1170  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LF1170  DYNAMIC HT  -         283.328 (meters)     929.55  (feet)  COMP
 LF1170  MODELED GRAV-     980,099.7   (mgal)                       NAVD 88
 LF1170
 LF1170  VERT ORDER  -  SECOND    CLASS 0
 LF1170
 LF1170.The horizontal coordinates were scaled from a topographic map and have
 LF1170.an estimated accuracy of +/- 6 seconds.
 LF1170
 LF1170.The orthometric height was determined by differential leveling
 LF1170.and adjusted by the National Geodetic Survey in June 1991..
 LF1170
 LF1170.The geoid height was determined by GEOID03.
 LF1170
 LF1170.The dynamic height is computed by dividing the NAVD 88
 LF1170.geopotential number by the normal gravity value computed on the
 LF1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1170.degrees latitude (g = 980.6199 gals.).
 LF1170
 LF1170.The modeled gravity was interpolated from observed gravity values.
 LF1170
 LF1170;                    North         East    Units  Estimated Accuracy
 LF1170;SPC IA S     -    83,440.      301,500.      MT  (+/- 180 meters Scaled)
 LF1170
 LF1170                          SUPERSEDED SURVEY CONTROL
 LF1170
 LF1170  NGVD 29 (??/??/92)  283.379  (m)          929.72   (f) ADJ UNCH    2 0
 LF1170
 LF1170.Superseded values are not recommended for survey control.
 LF1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1170.See file dsdata.txt to determine how the superseded data were derived.
 LF1170
 LF1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF593123(NAD 83)
 LF1170_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF1170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1170_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF1170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1170
 LF1170  HISTORY     - Date     Condition        Report By
 LF1170  HISTORY     - UNK      MONUMENTED       MORC
 LF1170  HISTORY     - 1948     GOOD             NGS
 LF1170  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF1170
 LF1170                          STATION DESCRIPTION
 LF1170
 LF1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1170'3.8 MI SW FROM PERCIVAL.
 LF1170'0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1170'FROM THE STATION AT PERCIVAL, THENCE 1.2 MILES WEST ALONG A
 LF1170'DIRT ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 1.0
 LF1170'MILE WEST ALONG A DIRT ROAD, THENCE 0.8 MILE SOUTH ALONG A DIRT
 LF1170'ROAD, THENCE 0.1 MILE EAST ALONG A DIRT ROAD, THENCE 0.1 MILE
 LF1170'SOUTH ALONG A DIRT ROAD, 0.2 MILE NORTH OF A ROAD JUNCTION,
 LF1170'0.1 MILE SOUTH OF A SHARP TURN TO THE WEST AND THE HOME OF
 LF1170'R.D. HEINLEIN ON WHOSE PROPERTY THE MARK IS SET, 34.5 FEET WEST
 LF1170'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 15.5 FEET WEST OF
 LF1170'A REFERENCE POST, IN A FIELD AND ABOUT 15.0 FEET WEST OF THE
 LF1170'EAST EDGE OF THE FIELD, A MISSOURI RIVER COMMISSION CAP BOLTED
 LF1170'ON TOP OF AN IRON PIPE.  MARK IS 0.75 MILE WEST AND 0.2 MILE
 LF1170'NORTH ALONG DIRT ROADS FROM RICKETTS 1947 AND THE RICKETTS
 LF1170'SCHOOL.  MARK IS 0.65 MILE EAST AND 0.2 MILE NORTH ALONG DIRT
 LF1170'ROADS FROM B 134.
 LF1170
 LF1170                          STATION RECOVERY (1964)
 LF1170
 LF1170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF1170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1162 ***********************************************************************
 LF1162  DESIGNATION -  113/2 BOLT
 LF1162  PID         -  LF1162
 LF1162  STATE/COUNTY-  IA/FREMONT
 LF1162  USGS QUAD   -  MC PAUL (1984)
 LF1162
 LF1162                         *CURRENT SURVEY CONTROL
 LF1162  ___________________________________________________________________
 LF1162* NAD 83(1986)-  40 45 27.     (N)    095 51 14.     (W)     SCALED    
 LF1162* NAVD 88     -       283.146  (meters)     928.95   (feet)  ADJUSTED  
 LF1162  ___________________________________________________________________
 LF1162  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 LF1162  DYNAMIC HT  -         283.001 (meters)     928.48  (feet)  COMP
 LF1162  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 LF1162
 LF1162  VERT ORDER  -  SECOND    CLASS 0
 LF1162
 LF1162.The horizontal coordinates were scaled from a topographic map and have
 LF1162.an estimated accuracy of +/- 6 seconds.
 LF1162
 LF1162.The orthometric height was determined by differential leveling
 LF1162.and adjusted by the National Geodetic Survey in June 1991..
 LF1162
 LF1162.The geoid height was determined by GEOID03.
 LF1162
 LF1162.The dynamic height is computed by dividing the NAVD 88
 LF1162.geopotential number by the normal gravity value computed on the
 LF1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1162.degrees latitude (g = 980.6199 gals.).
 LF1162
 LF1162.The modeled gravity was interpolated from observed gravity values.
 LF1162
 LF1162;                    North         East    Units  Estimated Accuracy
 LF1162;SPC IA S     -    86,810.      301,260.      MT  (+/- 180 meters Scaled)
 LF1162
 LF1162                          SUPERSEDED SURVEY CONTROL
 LF1162
 LF1162  NGVD 29 (??/??/92)  283.054  (m)          928.65   (f) ADJ UNCH    2 0
 LF1162
 LF1162.Superseded values are not recommended for survey control.
 LF1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1162.See file dsdata.txt to determine how the superseded data were derived.
 LF1162
 LF1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF590157(NAD 83)
 LF1162_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF1162_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1162_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF1162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1162
 LF1162  HISTORY     - Date     Condition        Report By
 LF1162  HISTORY     - UNK      MONUMENTED       MORC
 LF1162  HISTORY     - 1948     GOOD             NGS
 LF1162
 LF1162                          STATION DESCRIPTION
 LF1162
 LF1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1162'2.6 MI NW FROM PERCIVAL.
 LF1162'0.5 MILE NORTH ALONG A TAR ROAD FROM THE PERCIVAL SCHOOL AT
 LF1162'PERCIVAL, THENCE 2.0 MILES WEST ALONG A GRAVEL ROAD, THENCE
 LF1162'0.1 MILE WEST ALONG A DIRT ROAD, 0.2 MILE EAST OF A LEVEE,
 LF1162'0.1 MILE WEST OF A ROAD JUNCTION AND THE POINT WHERE THE GRAVEL
 LF1162'ROAD MAKES A TURN SOUTH, 129.0 FEET SOUTH OF THE CENTER LINE
 LF1162'OF THE DIRT ROAD, 100.6 FEET WEST OF A 36-INCH ELM TREE WHICH
 LF1162'IS LOCATED IN FRONT OF AN IMITATION BRICK BUILDING, 94.8 FEET
 LF1162'NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 37.9 FEET
 LF1162'NORTHEAST OF A 20-INCH LOCUST TREE, 15.0 FEET EAST OF A BARBED
 LF1162'WIRE FENCE LINE, 2.0 FEET NORTH OF A 4 X 4 REFERENCE POST, THE
 LF1162'TOP OF A COPPER BOLT LEADED IN AN 18-INCH SQUARE STONE WHICH
 LF1162'IS 4.0 FEET UNDERGROUND ACCESS TO WHICH IS HAD THROUGH AN IRON
 LF1162'PIPE BEARING A MISSOURI RIVER COMMISSION CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1161 ***********************************************************************
 LF1161  DESIGNATION -  113/2 CAP
 LF1161  PID         -  LF1161
 LF1161  STATE/COUNTY-  IA/FREMONT
 LF1161  USGS QUAD   -  MC PAUL (1984)
 LF1161
 LF1161                         *CURRENT SURVEY CONTROL
 LF1161  ___________________________________________________________________
 LF1161* NAD 83(1986)-  40 45 27.     (N)    095 51 14.     (W)     SCALED    
 LF1161* NAVD 88     -       284.387  (meters)     933.03   (feet)  ADJUSTED  
 LF1161  ___________________________________________________________________
 LF1161  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 LF1161  DYNAMIC HT  -         284.242 (meters)     932.55  (feet)  COMP
 LF1161  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 LF1161
 LF1161  VERT ORDER  -  SECOND    CLASS 0
 LF1161
 LF1161.The horizontal coordinates were scaled from a topographic map and have
 LF1161.an estimated accuracy of +/- 6 seconds.
 LF1161
 LF1161.The orthometric height was determined by differential leveling
 LF1161.and adjusted by the National Geodetic Survey in June 1991..
 LF1161
 LF1161.The geoid height was determined by GEOID03.
 LF1161
 LF1161.The dynamic height is computed by dividing the NAVD 88
 LF1161.geopotential number by the normal gravity value computed on the
 LF1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1161.degrees latitude (g = 980.6199 gals.).
 LF1161
 LF1161.The modeled gravity was interpolated from observed gravity values.
 LF1161
 LF1161;                    North         East    Units  Estimated Accuracy
 LF1161;SPC IA S     -    86,810.      301,260.      MT  (+/- 180 meters Scaled)
 LF1161
 LF1161                          SUPERSEDED SURVEY CONTROL
 LF1161
 LF1161  NGVD 29 (??/??/92)  284.294  (m)          932.72   (f) ADJ UNCH    2 0
 LF1161
 LF1161.Superseded values are not recommended for survey control.
 LF1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1161.See file dsdata.txt to determine how the superseded data were derived.
 LF1161
 LF1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF590157(NAD 83)
 LF1161_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF1161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1161_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1161
 LF1161  HISTORY     - Date     Condition        Report By
 LF1161  HISTORY     - UNK      MONUMENTED       MORC
 LF1161  HISTORY     - 1948     GOOD             NGS
 LF1161
 LF1161                          STATION DESCRIPTION
 LF1161
 LF1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1161'2.6 MI NW FROM PERCIVAL.
 LF1161'0.5 MILE NORTH ALONG A TAR ROAD FROM THE PERCIVAL SCHOOL AT
 LF1161'PERCIVAL, THENCE 2.0 MILES WEST ALONG A GRAVEL ROAD, THENCE
 LF1161'0.1 MILE WEST ALONG A DIRT ROAD, 0.2 MILE EAST OF A LEVEE,
 LF1161'0.1 MILE WEST OF A ROAD JUNCTION AND THE POINT WHERE THE GRAVEL
 LF1161'ROAD MAKES A TURN SOUTH, 129.0 FEET SOUTH OF THE CENTER LINE
 LF1161'OF THE DIRT ROAD, 100.6 FEET WEST OF A 36-INCH ELM TREE WHICH
 LF1161'IS LOCATED IN FRONT OF AN IMITATION BRICK BUILDING, 94.8 FEET
 LF1161'NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 37.9 FEET
 LF1161'NORTHEAST OF A 20-INCH LOCUST TREE, 15.0 FEET EAST OF A BARBED
 LF1161'WIRE FENCE LINE, 2.0 FEET NORTH OF A 4 X 4 REFERENCE POST, A
 LF1161'MISSOURI RIVER COMMISSION CAP ON TOP OF AN IRON PIPE WHICH
 LF1161'PROJECTS 1.0 FOOT ABOVE THE GROUND.  NOTE-- THE CAP WAS LEVELED
 LF1161'TO, REMOVED AND REPLACED, AND RELEVELED TO BY THIS PARTY IN 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1159 ***********************************************************************
 LF1159  DESIGNATION -  113/3 BOLT
 LF1159  PID         -  LF1159
 LF1159  STATE/COUNTY-  IA/FREMONT
 LF1159  USGS QUAD   -  MC PAUL (1984)
 LF1159
 LF1159                         *CURRENT SURVEY CONTROL
 LF1159  ___________________________________________________________________
 LF1159* NAD 83(1986)-  40 45 27.     (N)    095 49 56.     (W)     SCALED    
 LF1159* NAVD 88     -       283.279  (meters)     929.39   (feet)  ADJUSTED  
 LF1159  ___________________________________________________________________
 LF1159  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 LF1159  DYNAMIC HT  -         283.135 (meters)     928.92  (feet)  COMP
 LF1159  MODELED GRAV-     980,106.5   (mgal)                       NAVD 88
 LF1159
 LF1159  VERT ORDER  -  SECOND    CLASS 0
 LF1159
 LF1159.The horizontal coordinates were scaled from a topographic map and have
 LF1159.an estimated accuracy of +/- 6 seconds.
 LF1159
 LF1159.The orthometric height was determined by differential leveling
 LF1159.and adjusted by the National Geodetic Survey in June 1991..
 LF1159
 LF1159.The geoid height was determined by GEOID03.
 LF1159
 LF1159.The dynamic height is computed by dividing the NAVD 88
 LF1159.geopotential number by the normal gravity value computed on the
 LF1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1159.degrees latitude (g = 980.6199 gals.).
 LF1159
 LF1159.The modeled gravity was interpolated from observed gravity values.
 LF1159
 LF1159;                    North         East    Units  Estimated Accuracy
 LF1159;SPC IA S     -    86,760.      303,090.      MT  (+/- 180 meters Scaled)
 LF1159
 LF1159                          SUPERSEDED SURVEY CONTROL
 LF1159
 LF1159  NGVD 29 (??/??/92)  283.186  (m)          929.09   (f) ADJ UNCH    2 0
 LF1159
 LF1159.Superseded values are not recommended for survey control.
 LF1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1159.See file dsdata.txt to determine how the superseded data were derived.
 LF1159
 LF1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF609156(NAD 83)
 LF1159_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF1159_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1159_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF1159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1159
 LF1159  HISTORY     - Date     Condition        Report By
 LF1159  HISTORY     - UNK      MONUMENTED       MORC
 LF1159  HISTORY     - 1948     GOOD             NGS
 LF1159
 LF1159                          STATION DESCRIPTION
 LF1159
 LF1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1159'1.5 MI NW FROM PERCIVAL.
 LF1159'0.5 MILE NORTH ALONG THE TAR ROAD FROM THE PERCIVAL SCHOOL AT
 LF1159'PERCIVAL, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, IN THE
 LF1159'SOUTHWEST ANGLE OF THE CROSSING OF TWO GRAVEL ROADS, IN THE
 LF1159'NORTHEAST CORNER OF A YARD IN FRONT OF THE WHITE FRAME DWELLING
 LF1159'OF A MRS. WADHAMS, 91.7 FEET NORTHEAST OF THE NORTHEAST CORNER
 LF1159'OF THE WHITE FRAME DWELLING, 41.0 FEET WEST OF THE CENTER LINE
 LF1159'OF THE NORTH-SOUTH ROAD, 36.5 FEET SOUTH OF THE CENTER LINE
 LF1159'OF THE EAST-WEST ROAD, 1.6 FEET WEST OF A 4 X 4 REFERENCE POST,
 LF1159'THE TOP OF A COPPER BOLT LEADED IN AN 18-INCH SQUARE STONE
 LF1159'WHICH IS 4.0 FEET UNDERGROUND ACCESS TO WHICH IS HAD THROUGH
 LF1159'AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1158 ***********************************************************************
 LF1158  DESIGNATION -  113/3 CAP
 LF1158  PID         -  LF1158
 LF1158  STATE/COUNTY-  IA/FREMONT
 LF1158  USGS QUAD   -  MC PAUL (1984)
 LF1158
 LF1158                         *CURRENT SURVEY CONTROL
 LF1158  ___________________________________________________________________
 LF1158* NAD 83(1986)-  40 45 27.     (N)    095 49 57.     (W)     SCALED    
 LF1158* NAVD 88     -       284.522  (meters)     933.47   (feet)  ADJUSTED  
 LF1158  ___________________________________________________________________
 LF1158  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 LF1158  DYNAMIC HT  -         284.376 (meters)     932.99  (feet)  COMP
 LF1158  MODELED GRAV-     980,106.5   (mgal)                       NAVD 88
 LF1158
 LF1158  VERT ORDER  -  SECOND    CLASS 0
 LF1158
 LF1158.The horizontal coordinates were scaled from a topographic map and have
 LF1158.an estimated accuracy of +/- 6 seconds.
 LF1158
 LF1158.The orthometric height was determined by differential leveling
 LF1158.and adjusted by the National Geodetic Survey in June 1991..
 LF1158
 LF1158.The geoid height was determined by GEOID03.
 LF1158
 LF1158.The dynamic height is computed by dividing the NAVD 88
 LF1158.geopotential number by the normal gravity value computed on the
 LF1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1158.degrees latitude (g = 980.6199 gals.).
 LF1158
 LF1158.The modeled gravity was interpolated from observed gravity values.
 LF1158
 LF1158;                    North         East    Units  Estimated Accuracy
 LF1158;SPC IA S     -    86,760.      303,070.      MT  (+/- 180 meters Scaled)
 LF1158
 LF1158                          SUPERSEDED SURVEY CONTROL
 LF1158
 LF1158  NGVD 29 (??/??/92)  284.424  (m)          933.15   (f) ADJ UNCH    2 0
 LF1158
 LF1158.Superseded values are not recommended for survey control.
 LF1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1158.See file dsdata.txt to determine how the superseded data were derived.
 LF1158
 LF1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF608156(NAD 83)
 LF1158_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF1158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1158_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1158
 LF1158  HISTORY     - Date     Condition        Report By
 LF1158  HISTORY     - UNK      MONUMENTED       MORC
 LF1158  HISTORY     - 1948     GOOD             NGS
 LF1158
 LF1158                          STATION DESCRIPTION
 LF1158
 LF1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1158'1.5 MI NW FROM PERCIVAL.
 LF1158'0.5 MILE NORTH ALONG THE TAR ROAD FROM THE PERCIVAL SCHOOL AT
 LF1158'PERCIVAL, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, IN THE
 LF1158'SOUTHWEST ANGLE OF THE CROSSING OF TWO GRAVEL ROADS, IN THE
 LF1158'NORTHEAST CORNER OF A YARD IN FRONT OF A WHITE FRAME DWELLING
 LF1158'OF A MRS. WADHAMS, 91.7 FEET NORTHEAST OF THE NORTHEAST CORNER
 LF1158'OF THE WHITE FRAME DWELLING, 41.0 FEET WEST OF THE CENTER LINE
 LF1158'OF THE NORTH-SOUTH ROAD, 36.5 FEET SOUTH OF THE CENTER LINE
 LF1158'OF THE EAST-WEST ROAD, 1.6 FEET WEST OF A 4 X 4 REFERENCE POST,
 LF1158'A MISSOURI RIVER COMMISSION CAP ON TOP OF AN IRON PIPE WHICH
 LF1158'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE CAP WAS LEVELED
 LF1158'TO, REMOVED AND REPLACED, AND RELEVELED TO BY THIS PARTY IN 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0368 ***********************************************************************
 NK0368  DESIGNATION -  1134
 NK0368  PID         -  NK0368
 NK0368  STATE/COUNTY-  IA/BOONE
 NK0368  USGS QUAD   -  BOONE WEST (1976)
 NK0368
 NK0368                         *CURRENT SURVEY CONTROL
 NK0368  ___________________________________________________________________
 NK0368* NAD 83(1986)-  42 03 50.     (N)    093 52 56.     (W)     SCALED    
 NK0368* NAVD 88     -       345.536  (meters)    1133.65   (feet)  ADJUSTED  
 NK0368  ___________________________________________________________________
 NK0368  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 NK0368  DYNAMIC HT  -         345.433 (meters)    1133.31  (feet)  COMP
 NK0368  MODELED GRAV-     980,313.4   (mgal)                       NAVD 88
 NK0368
 NK0368  VERT ORDER  -  SECOND    CLASS 0
 NK0368
 NK0368.The horizontal coordinates were scaled from a topographic map and have
 NK0368.an estimated accuracy of +/- 6 seconds.
 NK0368
 NK0368.The orthometric height was determined by differential leveling
 NK0368.and adjusted by the National Geodetic Survey in June 1991..
 NK0368
 NK0368.The geoid height was determined by GEOID03.
 NK0368
 NK0368.The dynamic height is computed by dividing the NAVD 88
 NK0368.geopotential number by the normal gravity value computed on the
 NK0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0368.degrees latitude (g = 980.6199 gals.).
 NK0368
 NK0368.The modeled gravity was interpolated from observed gravity values.
 NK0368
 NK0368;                    North         East    Units  Estimated Accuracy
 NK0368;SPC IA N     - 1,062,710.    1,468,360.      MT  (+/- 180 meters Scaled)
 NK0368
 NK0368                          SUPERSEDED SURVEY CONTROL
 NK0368
 NK0368  NGVD 29 (??/??/92)  345.502  (m)         1133.53   (f) ADJ UNCH    2 0
 NK0368
 NK0368.Superseded values are not recommended for survey control.
 NK0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0368.See file dsdata.txt to determine how the superseded data were derived.
 NK0368
 NK0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG270572(NAD 83)
 NK0368_MARKER: P = PIPE CAP
 NK0368_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NK0368_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NK0368_STAMPING: 1134
 NK0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0368
 NK0368  HISTORY     - Date     Condition        Report By
 NK0368  HISTORY     - UNK      MONUMENTED       USGS
 NK0368  HISTORY     - 1934     GOOD             NGS
 NK0368
 NK0368                          STATION DESCRIPTION
 NK0368
 NK0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0368'AT BOONE.
 NK0368'AT BOONE, 13 FEET NORTH OF THE CENTERLINE OF THE EAST ENTRANCE
 NK0368'TO THE POST OFFICE, 70.9 FEET NORTH OF THE NORTH CURB OF EIGHTH
 NK0368'STREET, AND 17 FEET WEST OF THE WEST CURB OF ARDEEN STREET.  A
 NK0368'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1134 AND
 NK0368'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 5 INCHES
 NK0368'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1148 ***********************************************************************
 LF1148  DESIGNATION -  114/2 CAP
 LF1148  PID         -  LF1148
 LF1148  STATE/COUNTY-  IA/FREMONT
 LF1148  USGS QUAD   -  MC PAUL (1984)
 LF1148
 LF1148                         *CURRENT SURVEY CONTROL
 LF1148  ___________________________________________________________________
 LF1148* NAD 83(1986)-  40 48 09.     (N)    095 49 20.     (W)     SCALED    
 LF1148* NAVD 88     -       285.234  (meters)     935.81   (feet)  ADJUSTED  
 LF1148  ___________________________________________________________________
 LF1148  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 LF1148  DYNAMIC HT  -         285.093 (meters)     935.34  (feet)  COMP
 LF1148  MODELED GRAV-     980,120.7   (mgal)                       NAVD 88
 LF1148
 LF1148  VERT ORDER  -  SECOND    CLASS 0
 LF1148
 LF1148.The horizontal coordinates were scaled from a topographic map and have
 LF1148.an estimated accuracy of +/- 6 seconds.
 LF1148
 LF1148.The orthometric height was determined by differential leveling
 LF1148.and adjusted by the National Geodetic Survey in June 1991..
 LF1148
 LF1148.The geoid height was determined by GEOID03.
 LF1148
 LF1148.The dynamic height is computed by dividing the NAVD 88
 LF1148.geopotential number by the normal gravity value computed on the
 LF1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1148.degrees latitude (g = 980.6199 gals.).
 LF1148
 LF1148.The modeled gravity was interpolated from observed gravity values.
 LF1148
 LF1148;                    North         East    Units  Estimated Accuracy
 LF1148;SPC IA S     -    91,730.      304,070.      MT  (+/- 180 meters Scaled)
 LF1148
 LF1148                          SUPERSEDED SURVEY CONTROL
 LF1148
 LF1148  NGVD 29 (??/??/92)  285.142  (m)          935.50   (f) ADJ UNCH    2 0
 LF1148
 LF1148.Superseded values are not recommended for survey control.
 LF1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1148.See file dsdata.txt to determine how the superseded data were derived.
 LF1148
 LF1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF619206(NAD 83)
 LF1148_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF1148_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1148_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1148
 LF1148  HISTORY     - Date     Condition        Report By
 LF1148  HISTORY     - UNK      MONUMENTED       MORC
 LF1148  HISTORY     - 1948     GOOD             NGS
 LF1148  HISTORY     - 1966     MARK NOT FOUND   USGS
 LF1148
 LF1148                          STATION DESCRIPTION
 LF1148
 LF1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1148'2.2 MI SW FROM MC PAUL.
 LF1148'0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF1148'AND QUINCY RAILROAD STATION AT MC PAUL, THENCE 0.5 MILE SOUTH
 LF1148'ALONG A TAR ROAD, THENCE 0.75 MILE WEST ALONG A DIRT ROAD ON
 LF1148'TOP OF THE SOUTH LEVEE FOR THE PLUM CREEK DITCH, THENCE, 0.75
 LF1148'MILE SOUTH ALONG A DIRT ROAD, 0.1 MILE SOUTH OF AN IMITATION
 LF1148'BRICK DWELLING WHICH IS LOCATED IN A LARGE GROVE, 60.5 FEET
 LF1148'SOUTHEAST OF AND ACROSS THE ROAD FROM A T-FENCE CORNER, 21.0
 LF1148'FEET EAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTHEAST
 LF1148'OF A 4 X 4 REFERENCE POST, A MISSOURI RIVER COMMISSION CAP
 LF1148'BOLTED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.5 FEET ABOVE
 LF1148'THE GROUND.  NOTE-- THE CAP WAS LEVELED TO AND THEN THE PIPE
 LF1148'WAS REMOVED IN SEARCH FOR THE UNDERGROUND MARK.  NO UNDERGROUND
 LF1148'MARK WAS FOUND.  THE PIPE WAS REPLACED AND THE CAP RELEVELED
 LF1148'TO BY THIS PARTY IN 1948.
 LF1148
 LF1148                          STATION RECOVERY (1966)
 LF1148
 LF1148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LF1148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1137 ***********************************************************************
 LF1137  DESIGNATION -  115/2 BOLT
 LF1137  PID         -  LF1137
 LF1137  STATE/COUNTY-  IA/FREMONT
 LF1137  USGS QUAD   -  MC PAUL (1984)
 LF1137
 LF1137                         *CURRENT SURVEY CONTROL
 LF1137  ___________________________________________________________________
 LF1137* NAD 83(1986)-  40 52 20.     (N)    095 48 48.     (W)     SCALED    
 LF1137* NAVD 88     -       286.454  (meters)     939.81   (feet)  ADJUSTED  
 LF1137  ___________________________________________________________________
 LF1137  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 LF1137  DYNAMIC HT  -         286.322 (meters)     939.37  (feet)  COMP
 LF1137  MODELED GRAV-     980,155.9   (mgal)                       NAVD 88
 LF1137
 LF1137  VERT ORDER  -  SECOND    CLASS 0
 LF1137
 LF1137.The horizontal coordinates were scaled from a topographic map and have
 LF1137.an estimated accuracy of +/- 6 seconds.
 LF1137
 LF1137.The orthometric height was determined by differential leveling
 LF1137.and adjusted by the National Geodetic Survey in June 1991..
 LF1137
 LF1137.The geoid height was determined by GEOID03.
 LF1137
 LF1137.The dynamic height is computed by dividing the NAVD 88
 LF1137.geopotential number by the normal gravity value computed on the
 LF1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1137.degrees latitude (g = 980.6199 gals.).
 LF1137
 LF1137.The modeled gravity was interpolated from observed gravity values.
 LF1137
 LF1137;                    North         East    Units  Estimated Accuracy
 LF1137;SPC IA S     -    99,450.      305,020.      MT  (+/- 180 meters Scaled)
 LF1137
 LF1137                          SUPERSEDED SURVEY CONTROL
 LF1137
 LF1137  NGVD 29 (??/??/92)  286.369  (m)          939.53   (f) ADJ UNCH    2 0
 LF1137
 LF1137.Superseded values are not recommended for survey control.
 LF1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1137.See file dsdata.txt to determine how the superseded data were derived.
 LF1137
 LF1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF629283(NAD 83)
 LF1137_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF1137_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1137_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1137
 LF1137  HISTORY     - Date     Condition        Report By
 LF1137  HISTORY     - UNK      MONUMENTED       MORC
 LF1137  HISTORY     - 1948     GOOD             NGS
 LF1137
 LF1137                          STATION DESCRIPTION
 LF1137
 LF1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1137'1.8 MI SW FROM BARTLETT.
 LF1137'0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1137'FROM THE STATION AT BARTLETT, THENCE 0.9 MILE WEST ALONG A DIRT
 LF1137'ROAD ON TOP OF THE SOUTH LEVEE OF WAUBONSIE CREEK DITCH, THENCE
 LF1137'0.4 MILE SOUTHWEST ALONG A DIRT ROAD ON TOP OF THE RIVER LEVEE,
 LF1137'THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD, ALONG THE WEST EDGE
 LF1137'OF A FIELD WHICH BELONGS TO ERNEST I. HARLESS, ABOUT 200.0 FEET
 LF1137'EAST NORTHEAST OF A GROVE OF TREES AND THE HOME OF RAYMOND
 LF1137'ACHANBACH, 56.0 FEET EAST OF A 4 X 4 REFERENCE POST, 78.0 FEET
 LF1137'EAST OF THE CENTER LINE OF THE MAIN NORTH-SOUTH DIRT ROAD, 9.0
 LF1137'FEET WEST OF THE CENTER LINE OF THE MAIN NORTH-SOUTH FARM ROAD
 LF1137'WHICH FOLLOWS ALONG THE QUARTER SECTION FENCE LINE (THIS ROAD ENTERS
 LF1137'THE MAIN ROAD 116 YARDS NORTH OF THE MARK), 1.0 FOOT EAST OF THE
 LF1137'QUARTER SECTION LINE FENCE, A MISSOURI RIVER COMMISSION COPPER
 LF1137'BOLT LEADED IN AN 18-INCH SQUARE STONE WHICH IS 4.0 FEET UNDERGROUND
 LF1137'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI
 LF1137'RIVER COMMISSION CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1136 ***********************************************************************
 LF1136  DESIGNATION -  115/2 CAP
 LF1136  PID         -  LF1136
 LF1136  STATE/COUNTY-  IA/FREMONT
 LF1136  USGS QUAD   -  MC PAUL (1984)
 LF1136
 LF1136                         *CURRENT SURVEY CONTROL
 LF1136  ___________________________________________________________________
 LF1136* NAD 83(1986)-  40 52 19.     (N)    095 48 48.     (W)     SCALED    
 LF1136* NAVD 88     -       287.701  (meters)     943.90   (feet)  ADJUSTED  
 LF1136  ___________________________________________________________________
 LF1136  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 LF1136  DYNAMIC HT  -         287.569 (meters)     943.47  (feet)  COMP
 LF1136  MODELED GRAV-     980,155.8   (mgal)                       NAVD 88
 LF1136
 LF1136  VERT ORDER  -  SECOND    CLASS 0
 LF1136
 LF1136.The horizontal coordinates were scaled from a topographic map and have
 LF1136.an estimated accuracy of +/- 6 seconds.
 LF1136
 LF1136.The orthometric height was determined by differential leveling
 LF1136.and adjusted by the National Geodetic Survey in June 1991..
 LF1136
 LF1136.The geoid height was determined by GEOID03.
 LF1136
 LF1136.The dynamic height is computed by dividing the NAVD 88
 LF1136.geopotential number by the normal gravity value computed on the
 LF1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1136.degrees latitude (g = 980.6199 gals.).
 LF1136
 LF1136.The modeled gravity was interpolated from observed gravity values.
 LF1136
 LF1136;                    North         East    Units  Estimated Accuracy
 LF1136;SPC IA S     -    99,420.      305,020.      MT  (+/- 180 meters Scaled)
 LF1136
 LF1136                          SUPERSEDED SURVEY CONTROL
 LF1136
 LF1136  NGVD 29 (??/??/92)  287.614  (m)          943.61   (f) ADJ UNCH    2 0
 LF1136
 LF1136.Superseded values are not recommended for survey control.
 LF1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1136.See file dsdata.txt to determine how the superseded data were derived.
 LF1136
 LF1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF629283(NAD 83)
 LF1136_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF1136_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1136_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1136
 LF1136  HISTORY     - Date     Condition        Report By
 LF1136  HISTORY     - UNK      MONUMENTED       MORC
 LF1136  HISTORY     - 1948     GOOD             NGS
 LF1136
 LF1136                          STATION DESCRIPTION
 LF1136
 LF1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1136'1.8 MI SW FROM BARTLETT.
 LF1136'0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1136'FROM THE STATION AT BARTLETT, THENCE 0.9 MILE WEST ALONG A DIRT
 LF1136'ROAD ON TOP OF THE SOUTH LEVEE OF WAUBONSIE CREEK DITCH, THENCE
 LF1136'0.4 MILE SOUTHWEST ALONG A DIRT ROAD ON TOP OF THE RIVER LEVEE,
 LF1136'THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD, ALONG THE WEST EDGE OF A
 LF1136'FIELD WHICH BELONGS TO ERNEST I. HARLESS, ABOUT 200.0 FEET EAST
 LF1136'NORTHEAST OF A GROVE OF TREES AND THE HOME OF RAYMOND ACHANBACH,
 LF1136'56.0 FEET EAST OF A 4 X 4 REFERENCE POST, 78.0 FEET EAST OF THE
 LF1136'CENTER LINE OF THE MAIN NORTH-SOUTH DIRT ROAD, 9.0 FEET WEST OF
 LF1136'THE CENTER LINE OF A NORTH-SOUTH FARM ROAD WHICH FOLLOWS ALONG THE
 LF1136'QUARTER SECTION FENCE LINE (THIS ROAD ENTERS THE MAIN ROAD 116
 LF1136'YARDS NORTH OF THE MARK), 1.0 FOOT EAST OF THE QUARTER SECTION
 LF1136'LINE FENCE, A MISSOURI RIVER COMMISSION CAP ON TOP OF AN IRON
 LF1136'PIPE WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0426 ***********************************************************************
 MJ0426  DESIGNATION -  1155
 MJ0426  PID         -  MJ0426
 MJ0426  STATE/COUNTY-  IA/CASS
 MJ0426  USGS QUAD   -  ATLANTIC (1971)
 MJ0426
 MJ0426                         *CURRENT SURVEY CONTROL
 MJ0426  ___________________________________________________________________
 MJ0426* NAD 83(1986)-  41 24 30.     (N)    095 00 07.     (W)     SCALED    
 MJ0426* NAVD 88     -       352.031  (meters)    1154.95   (feet)  ADJUSTED  
 MJ0426  ___________________________________________________________________
 MJ0426  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 MJ0426  DYNAMIC HT  -         351.904 (meters)    1154.54  (feet)  COMP
 MJ0426  MODELED GRAV-     980,249.3   (mgal)                       NAVD 88
 MJ0426
 MJ0426  VERT ORDER  -  FIRST     CLASS II
 MJ0426
 MJ0426.The horizontal coordinates were scaled from a topographic map and have
 MJ0426.an estimated accuracy of +/- 6 seconds.
 MJ0426
 MJ0426.The orthometric height was determined by differential leveling
 MJ0426.and adjusted by the National Geodetic Survey in June 1991..
 MJ0426
 MJ0426.The geoid height was determined by GEOID03.
 MJ0426
 MJ0426.The dynamic height is computed by dividing the NAVD 88
 MJ0426.geopotential number by the normal gravity value computed on the
 MJ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0426.degrees latitude (g = 980.6199 gals.).
 MJ0426
 MJ0426.The modeled gravity was interpolated from observed gravity values.
 MJ0426
 MJ0426;                    North         East    Units  Estimated Accuracy
 MJ0426;SPC IA S     -   157,480.      374,430.      MT  (+/- 180 meters Scaled)
 MJ0426
 MJ0426                          SUPERSEDED SURVEY CONTROL
 MJ0426
 MJ0426  NGVD 29 (??/??/92)  351.974  (m)         1154.77   (f) ADJ UNCH    1 2
 MJ0426
 MJ0426.Superseded values are not recommended for survey control.
 MJ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0426.See file dsdata.txt to determine how the superseded data were derived.
 MJ0426
 MJ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF326860(NAD 83)
 MJ0426_MARKER: DD = SURVEY DISK
 MJ0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0426_SP_SET: BRIDGE
 MJ0426_STAMPING: 1154.525
 MJ0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0426+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2002
 MJ0426
 MJ0426  HISTORY     - Date     Condition        Report By
 MJ0426  HISTORY     - UNK      MONUMENTED       USGS
 MJ0426  HISTORY     - 1950     GOOD             NGS
 MJ0426  HISTORY     - 20020308 GOOD             JCLS
 MJ0426  HISTORY     - 20020315 GOOD             JCLS
 MJ0426
 MJ0426                          STATION DESCRIPTION
 MJ0426
 MJ0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0426'AT ATLANTIC.
 MJ0426'AT ATLANTIC, CASS COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0426'RAILROAD, 0.6 MILE EAST OF THE STATION, 375 FEET EAST OF A STREET
 MJ0426'CROSSING, AT BRIDGE 439.4, AND IN THE TOP OF THE SOUTHWEST
 MJ0426'ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 MJ0426'STAMPED 1154.525.
 MJ0426
 MJ0426                          STATION RECOVERY (2002)
 MJ0426
 MJ0426'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 MJ0426'DESCRIPTION IS ADEQUATE
 MJ0426
 MJ0426                          STATION RECOVERY (2002)
 MJ0426
 MJ0426'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MJ0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0398 ***********************************************************************
 MJ0398  DESIGNATION -  1158
 MJ0398  PID         -  MJ0398
 MJ0398  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0398  USGS QUAD   -  AVOCA (1994)
 MJ0398
 MJ0398                         *CURRENT SURVEY CONTROL
 MJ0398  ___________________________________________________________________
 MJ0398* NAD 83(1986)-  41 28 36.     (N)    095 20 28.     (W)     SCALED    
 MJ0398* NAVD 88     -       353.284  (meters)    1159.07   (feet)  ADJUSTED  
 MJ0398  ___________________________________________________________________
 MJ0398  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 MJ0398  DYNAMIC HT  -         353.140 (meters)    1158.59  (feet)  COMP
 MJ0398  MODELED GRAV-     980,204.2   (mgal)                       NAVD 88
 MJ0398
 MJ0398  VERT ORDER  -  FIRST     CLASS II
 MJ0398
 MJ0398.The horizontal coordinates were scaled from a topographic map and have
 MJ0398.an estimated accuracy of +/- 6 seconds.
 MJ0398
 MJ0398.The orthometric height was determined by differential leveling
 MJ0398.and adjusted by the National Geodetic Survey in June 1991..
 MJ0398
 MJ0398.The geoid height was determined by GEOID03.
 MJ0398
 MJ0398.The dynamic height is computed by dividing the NAVD 88
 MJ0398.geopotential number by the normal gravity value computed on the
 MJ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0398.degrees latitude (g = 980.6199 gals.).
 MJ0398
 MJ0398.The modeled gravity was interpolated from observed gravity values.
 MJ0398
 MJ0398;                    North         East    Units  Estimated Accuracy
 MJ0398;SPC IA S     -   165,610.      346,240.      MT  (+/- 180 meters Scaled)
 MJ0398
 MJ0398                          SUPERSEDED SURVEY CONTROL
 MJ0398
 MJ0398  NGVD 29 (??/??/92)  353.187  (m)         1158.75   (f) ADJ UNCH    1 2
 MJ0398
 MJ0398.Superseded values are not recommended for survey control.
 MJ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0398.See file dsdata.txt to determine how the superseded data were derived.
 MJ0398
 MJ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF045943(NAD 83)
 MJ0398_MARKER: DD = SURVEY DISK
 MJ0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0398_SP_SET: WALL
 MJ0398_STAMPING: 1158.482
 MJ0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0398
 MJ0398  HISTORY     - Date     Condition        Report By
 MJ0398  HISTORY     - UNK      MONUMENTED       USGS
 MJ0398  HISTORY     - 1949     GOOD             NGS
 MJ0398
 MJ0398                          STATION DESCRIPTION
 MJ0398
 MJ0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0398'AT AVOCA.
 MJ0398'AT AVOCA, AT THE AVOCA STATE BANK, IN THE SOUTH WALL OF THE
 MJ0398'BUILDING, 10 FEET EAST OF THE SOUTHWEST CORNER, AND 4 FEET ABOVE
 MJ0398'THE SIDEWALK.  A UNITED STATES GEOLOGIOCAL SURVEY STANDARD
 MJ0398'DISK, STAMPED 1158.482 AND SET VERTICALLY.  NOTE-- A DOOR HAS
 MJ0398'BEEN CUT DIRECTLY BELOW THE BENCH MARK FOR AN ENTRANCE TO THE
 MJ0398'BASEMENT AND SOME DIFFICULTY MAY BE ENCOUNTERED IN LEVELING
 MJ0398'TO THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0078 ***********************************************************************
 MK0078  DESIGNATION -  116
 MK0078  PID         -  MK0078
 MK0078  STATE/COUNTY-  IA/MONONA
 MK0078  USGS QUAD   -  BLENCOE (1970)
 MK0078
 MK0078                         *CURRENT SURVEY CONTROL
 MK0078  ___________________________________________________________________
 MK0078* NAD 83(1986)-  41 59 44.     (N)    096 05 21.     (W)     SCALED    
 MK0078* NAVD 88     -       319.223  (meters)    1047.32   (feet)  ADJUSTED  
 MK0078  ___________________________________________________________________
 MK0078  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 MK0078  DYNAMIC HT  -         319.106 (meters)    1046.93  (feet)  COMP
 MK0078  MODELED GRAV-     980,247.8   (mgal)                       NAVD 88
 MK0078
 MK0078  VERT ORDER  -  FIRST     CLASS II
 MK0078
 MK0078.The horizontal coordinates were scaled from a topographic map and have
 MK0078.an estimated accuracy of +/- 6 seconds.
 MK0078
 MK0078.The orthometric height was determined by differential leveling
 MK0078.and adjusted by the National Geodetic Survey in June 1991..
 MK0078
 MK0078.The geoid height was determined by GEOID03.
 MK0078
 MK0078.The dynamic height is computed by dividing the NAVD 88
 MK0078.geopotential number by the normal gravity value computed on the
 MK0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0078.degrees latitude (g = 980.6199 gals.).
 MK0078
 MK0078.The modeled gravity was interpolated from observed gravity values.
 MK0078
 MK0078;                    North         East    Units  Estimated Accuracy
 MK0078;SPC IA N     - 1,058,330.    1,285,500.      MT  (+/- 180 meters Scaled)
 MK0078
 MK0078                          SUPERSEDED SURVEY CONTROL
 MK0078
 MK0078  NGVD 29 (??/??/92)  319.075  (m)         1046.83   (f) ADJ UNCH    1 2
 MK0078
 MK0078.Superseded values are not recommended for survey control.
 MK0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0078.See file dsdata.txt to determine how the superseded data were derived.
 MK0078
 MK0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM410533(NAD 83)
 MK0078_MARKER: DB = BENCH MARK DISK
 MK0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0078_STAMPING: 116 67
 MK0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0078+STABILITY: SURFACE MOTION
 MK0078
 MK0078  HISTORY     - Date     Condition        Report By
 MK0078  HISTORY     - UNK      MONUMENTED       IAGS
 MK0078  HISTORY     - 1948     GOOD             NGS
 MK0078  HISTORY     - 19890905 MARK NOT FOUND   NGS
 MK0078
 MK0078                          STATION DESCRIPTION
 MK0078
 MK0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0078'2.2 MI S FROM ONAWA.
 MK0078'2.25 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0078'FROM THE STATION AT ONAWA, 41.3 FEET EAST OF THE EAST RAIL OF THE
 MK0078'TRACK, 22.2 FEET NORTH OF THE 7TH POLE (MOST WESTERLY ROW
 MK0078'OF POLES ALONG THE EAST SIDE OF THE TRACK) SOUTH OF A ROAD
 MK0078'CROSSING, 8.4 FEET NORTHWEST OF P.B.M. 376 CAP, 6.7 FEET WEST
 MK0078'OF THE EAST RIGHT-OF-WAY FENCE, 5.3 FEET NORTHWEST OF A
 MK0078'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST WHICH
 MK0078'IS FLUSH WITH THE SURFACE OF THE GROUND.
 MK0078
 MK0078                          STATION RECOVERY (1989)
 MK0078
 MK0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0399 ***********************************************************************
 MJ0399  DESIGNATION -  1165
 MJ0399  PID         -  MJ0399
 MJ0399  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0399  USGS QUAD   -  AVOCA (1994)
 MJ0399
 MJ0399                         *CURRENT SURVEY CONTROL
 MJ0399  ___________________________________________________________________
 MJ0399* NAD 83(1986)-  41 28 37.     (N)    095 20 21.     (W)     SCALED    
 MJ0399* NAVD 88     -       355.072  (meters)    1164.93   (feet)  ADJUSTED  
 MJ0399  ___________________________________________________________________
 MJ0399  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 MJ0399  DYNAMIC HT  -         354.927 (meters)    1164.46  (feet)  COMP
 MJ0399  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 MJ0399
 MJ0399  VERT ORDER  -  FIRST     CLASS II
 MJ0399
 MJ0399.The horizontal coordinates were scaled from a topographic map and have
 MJ0399.an estimated accuracy of +/- 6 seconds.
 MJ0399
 MJ0399.The orthometric height was determined by differential leveling
 MJ0399.and adjusted by the National Geodetic Survey in June 1991..
 MJ0399
 MJ0399.The geoid height was determined by GEOID03.
 MJ0399
 MJ0399.The dynamic height is computed by dividing the NAVD 88
 MJ0399.geopotential number by the normal gravity value computed on the
 MJ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0399.degrees latitude (g = 980.6199 gals.).
 MJ0399
 MJ0399.The modeled gravity was interpolated from observed gravity values.
 MJ0399
 MJ0399;                    North         East    Units  Estimated Accuracy
 MJ0399;SPC IA S     -   165,640.      346,400.      MT  (+/- 180 meters Scaled)
 MJ0399
 MJ0399                          SUPERSEDED SURVEY CONTROL
 MJ0399
 MJ0399  NGVD 29 (??/??/92)  354.976  (m)         1164.62   (f) ADJ UNCH    1 2
 MJ0399
 MJ0399.Superseded values are not recommended for survey control.
 MJ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0399.See file dsdata.txt to determine how the superseded data were derived.
 MJ0399
 MJ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF046943(NAD 83)
 MJ0399_MARKER: DD = SURVEY DISK
 MJ0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0399+STABILITY: SURFACE MOTION
 MJ0399
 MJ0399  HISTORY     - Date     Condition        Report By
 MJ0399  HISTORY     - UNK      MONUMENTED       LOCENG
 MJ0399  HISTORY     - 1949     GOOD             NGS
 MJ0399
 MJ0399                          STATION DESCRIPTION
 MJ0399
 MJ0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0399'AT AVOCA.
 MJ0399'AT AVOCA, IN THE SOUTHWEST CORNER OF THE CITY HALL LOT, 8.8
 MJ0399'FEET NORTH OF THE NORTH EDGE OF THE SOUTH WALK, 6.2 FEET
 MJ0399'EAST OF THE EAST EDGE OF THE WEST WALK, AND 0.3 FOOT UNDER
 MJ0399'GROUND.  A 1/4-INCH BRASS PIPE EMBEDDED IN THE TOP OF A 6-INCH
 MJ0399'IRON PIPE OPEN AT THE TOP AND FILLED WITH CONCRETE.  0.3 FOOT
 MJ0399'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0402 ***********************************************************************
 MJ0402  DESIGNATION -  1171
 MJ0402  PID         -  MJ0402
 MJ0402  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0402  USGS QUAD   -  AVOCA (1994)
 MJ0402
 MJ0402                         *CURRENT SURVEY CONTROL
 MJ0402  ___________________________________________________________________
 MJ0402* NAD 83(1986)-  41 28 06.     (N)    095 17 59.     (W)     SCALED    
 MJ0402* NAVD 88     -       357.040  (meters)    1171.39   (feet)  ADJUSTED  
 MJ0402  ___________________________________________________________________
 MJ0402  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 MJ0402  DYNAMIC HT  -         356.898 (meters)    1170.92  (feet)  COMP
 MJ0402  MODELED GRAV-     980,212.6   (mgal)                       NAVD 88
 MJ0402
 MJ0402  VERT ORDER  -  FIRST     CLASS II
 MJ0402
 MJ0402.The horizontal coordinates were scaled from a topographic map and have
 MJ0402.an estimated accuracy of +/- 6 seconds.
 MJ0402
 MJ0402.The orthometric height was determined by differential leveling
 MJ0402.and adjusted by the National Geodetic Survey in June 1991..
 MJ0402
 MJ0402.The geoid height was determined by GEOID03.
 MJ0402
 MJ0402.The dynamic height is computed by dividing the NAVD 88
 MJ0402.geopotential number by the normal gravity value computed on the
 MJ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0402.degrees latitude (g = 980.6199 gals.).
 MJ0402
 MJ0402.The modeled gravity was interpolated from observed gravity values.
 MJ0402
 MJ0402;                    North         East    Units  Estimated Accuracy
 MJ0402;SPC IA S     -   164,610.      349,670.      MT  (+/- 180 meters Scaled)
 MJ0402
 MJ0402                          SUPERSEDED SURVEY CONTROL
 MJ0402
 MJ0402  NGVD 29 (??/??/92)  356.948  (m)         1171.09   (f) ADJ UNCH    1 2
 MJ0402
 MJ0402.Superseded values are not recommended for survey control.
 MJ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0402.See file dsdata.txt to determine how the superseded data were derived.
 MJ0402
 MJ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF079933(NAD 83)
 MJ0402_MARKER: DD = SURVEY DISK
 MJ0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0402_SP_SET: BRIDGE
 MJ0402_STAMPING: 1170.769
 MJ0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0402
 MJ0402  HISTORY     - Date     Condition        Report By
 MJ0402  HISTORY     - UNK      MONUMENTED       USGS
 MJ0402  HISTORY     - 1934     GOOD             NGS
 MJ0402
 MJ0402                          STATION DESCRIPTION
 MJ0402
 MJ0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MJ0402'1.9 MI E FROM AVOCA.
 MJ0402'1.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 MJ0402'FROM THE STATION AT AVOCA, AT BRIDGE 456.8, AND IN THE TOP OF
 MJ0402'THE NORTH END OF THE WEST ABUTMENT.  A UNITED STATES GEOLOGICAL
 MJ0402'SURVEY STANDARD DISK, STAMPED 1170.769.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0426 ***********************************************************************
 NJ0426  DESIGNATION -  1179
 NJ0426  PID         -  NJ0426
 NJ0426  STATE/COUNTY-  IA/DUBUQUE
 NJ0426  USGS QUAD   -  NEW VIENNA (1962)
 NJ0426
 NJ0426                         *CURRENT SURVEY CONTROL
 NJ0426  ___________________________________________________________________
 NJ0426* NAD 83(1986)-  42 36 08.     (N)    091 04 25.     (W)     SCALED    
 NJ0426* NAVD 88     -       359.732  (meters)    1180.22   (feet)  ADJUSTED  
 NJ0426  ___________________________________________________________________
 NJ0426  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NJ0426  DYNAMIC HT  -         359.620 (meters)    1179.85  (feet)  COMP
 NJ0426  MODELED GRAV-     980,299.3   (mgal)                       NAVD 88
 NJ0426
 NJ0426  VERT ORDER  -  FIRST     CLASS I
 NJ0426
 NJ0426.The horizontal coordinates were scaled from a topographic map and have
 NJ0426.an estimated accuracy of +/- 6 seconds.
 NJ0426
 NJ0426.The orthometric height was determined by differential leveling
 NJ0426.and adjusted by the National Geodetic Survey in June 1991..
 NJ0426
 NJ0426.The geoid height was determined by GEOID03.
 NJ0426
 NJ0426.The dynamic height is computed by dividing the NAVD 88
 NJ0426.geopotential number by the normal gravity value computed on the
 NJ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0426.degrees latitude (g = 980.6199 gals.).
 NJ0426
 NJ0426.The modeled gravity was interpolated from observed gravity values.
 NJ0426
 NJ0426;                    North         East    Units  Estimated Accuracy
 NJ0426;SPC IA N     - 1,125,290.    1,699,080.      MT  (+/- 180 meters Scaled)
 NJ0426
 NJ0426                          SUPERSEDED SURVEY CONTROL
 NJ0426
 NJ0426  NGVD 29 (??/??/92)  359.769  (m)         1180.34   (f) ADJ UNCH    1 1
 NJ0426
 NJ0426.Superseded values are not recommended for survey control.
 NJ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0426.See file dsdata.txt to determine how the superseded data were derived.
 NJ0426
 NJ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH580184(NAD 83)
 NJ0426_MARKER: P = PIPE CAP
 NJ0426_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0426_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0426_STAMPING: DB QU 1179
 NJ0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0426
 NJ0426  HISTORY     - Date     Condition        Report By
 NJ0426  HISTORY     - UNK      MONUMENTED       USGS
 NJ0426  HISTORY     - 1970     GOOD             NGS
 NJ0426  HISTORY     - 20010331 GOOD             NGS
 NJ0426  HISTORY     - 20060806 MARK NOT FOUND   GEOCAC
 NJ0426
 NJ0426                          STATION DESCRIPTION
 NJ0426
 NJ0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0426'AT LUXEMBURG.
 NJ0426'AT LUXEMBURG, 26.0 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 NJ0426'OF THE HOLY TRINITY CHURCH, 57 FEET SOUTHWEST OF THE CENTER OF
 NJ0426'THE INTERSECTION OF U.S. HIGHWAY 52 AND STATE HIGHWAYS 3 AND
 NJ0426'136, 41.3 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 136 WHICH
 NJ0426'LEADS WEST, 40 FEET SOUTHWEST OF BENCH MARK 31-98 (IA. GEOD. S.),
 NJ0426'ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAYS, AND IS A
 NJ0426'CAP ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 20 INCHES.  SECTION
 NJ0426'21, T 90N, R 2W
 NJ0426
 NJ0426                          STATION RECOVERY (2001)
 NJ0426
 NJ0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0426'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0426
 NJ0426                          STATION RECOVERY (2006)
 NJ0426
 NJ0426'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0426'LOCAL RESIDENT REPORTS THE PRESENT LANDSCAPING WAS DONE 2 OR 3 YEARS
 NJ0426'AGO.  MARK IS POSSIBLY BURIED BUT MORE LIKELY DISPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0413 ***********************************************************************
 MJ0413  DESIGNATION -  1184
 MJ0413  PID         -  MJ0413
 MJ0413  STATE/COUNTY-  IA/CASS
 MJ0413  USGS QUAD   -  ATLANTIC (1971)
 MJ0413
 MJ0413                         *CURRENT SURVEY CONTROL
 MJ0413  ___________________________________________________________________
 MJ0413* NAD 83(1986)-  41 26 50.     (N)    095 06 43.     (W)     SCALED    
 MJ0413* NAVD 88     -       360.978  (meters)    1184.31   (feet)  ADJUSTED  
 MJ0413  ___________________________________________________________________
 MJ0413  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 MJ0413  DYNAMIC HT  -         360.842 (meters)    1183.86  (feet)  COMP
 MJ0413  MODELED GRAV-     980,234.9   (mgal)                       NAVD 88
 MJ0413
 MJ0413  VERT ORDER  -  FIRST     CLASS II
 MJ0413
 MJ0413.The horizontal coordinates were scaled from a topographic map and have
 MJ0413.an estimated accuracy of +/- 6 seconds.
 MJ0413
 MJ0413.The orthometric height was determined by differential leveling
 MJ0413.and adjusted by the National Geodetic Survey in June 1991..
 MJ0413.WARNING-Repeat measurements at this control monument indicate possible
 MJ0413.vertical movement.
 MJ0413
 MJ0413.The geoid height was determined by GEOID03.
 MJ0413
 MJ0413.The dynamic height is computed by dividing the NAVD 88
 MJ0413.geopotential number by the normal gravity value computed on the
 MJ0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0413.degrees latitude (g = 980.6199 gals.).
 MJ0413
 MJ0413.The modeled gravity was interpolated from observed gravity values.
 MJ0413
 MJ0413;                    North         East    Units  Estimated Accuracy
 MJ0413;SPC IA S     -   161,960.      365,310.      MT  (+/- 180 meters Scaled)
 MJ0413
 MJ0413                          SUPERSEDED SURVEY CONTROL
 MJ0413
 MJ0413  NGVD 29 (??/??/92)  360.908  (m)         1184.08   (f) ADJ UNCH    1 2
 MJ0413
 MJ0413.Superseded values are not recommended for survey control.
 MJ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0413.See file dsdata.txt to determine how the superseded data were derived.
 MJ0413
 MJ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF235905(NAD 83)
 MJ0413_MARKER: P = PIPE CAP
 MJ0413_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0413_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0413
 MJ0413  HISTORY     - Date     Condition        Report By
 MJ0413  HISTORY     - UNK      MONUMENTED       USGS
 MJ0413  HISTORY     - 1949     GOOD             NGS
 MJ0413  HISTORY     - 1950     GOOD             NGS
 MJ0413
 MJ0413                          STATION DESCRIPTION
 MJ0413
 MJ0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0413'AT MARNE.
 MJ0413'AT MARNE, ABOUT 200.0 FEET SOUTHWEST OF THE CHICAGO, ROCK ISLAND
 MJ0413'AND PACIFIC RAILWAY STATION, 102.2 FEET NORTHWEST OF THE NORTHWEST
 MJ0413'CORNER OF A CONCRETE BRIDGE, 102.7 FEET SOUTH OF THE SOUTH
 MJ0413'RAIL OF THE MAIN TRACK, 90.0 FEET EAST OF THE NORTHEAST CORNER
 MJ0413'OF THE HOUSE OCCUPIED BY DOUGLAS POLKINGHARM, 39.0 FEET SOUTH OF
 MJ0413'THE CENTER LINE OF A DIRT ROAD, 59.0 FEET WEST OF THE CENTER
 MJ0413'LINE OF A DIRT ROAD LEADING SOUTH TO STATE HIGHWAY NO. 83,
 MJ0413'22.0 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE
 MJ0413'FOUNDATION OF THE PUMPING STATION, 28.8 FEET NORTH OF THE
 MJ0413'NORTHWEST CORNER OF THE BRICK FOUNDATION OF THE PUMPING STATION,
 MJ0413'70.2 FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE RAILROAD
 MJ0413'CULVERT, 7.5 FEET NORTHWEST OF A YOUNG ASH TREE, 0.6 FOOT EAST
 MJ0413'OF A REFERENCE POST, A BRONZE CAP RIVETED ON TOP OF A 3 1/2-INCH
 MJ0413'IRON PIPE AND 0.3 FOOT BELOW GROUND LEVEL.
 MJ0413
 MJ0413                          STATION RECOVERY (1950)
 MJ0413
 MJ0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MJ0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0843 ***********************************************************************
 MJ0843  DESIGNATION -  119/2 BOLT
 MJ0843  PID         -  MJ0843
 MJ0843  STATE/COUNTY-  IA/MILLS
 MJ0843  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0843
 MJ0843                         *CURRENT SURVEY CONTROL
 MJ0843  ___________________________________________________________________
 MJ0843* NAD 83(1986)-  41 08 40.     (N)    095 51 20.     (W)     SCALED    
 MJ0843* NAVD 88     -       293.107  (meters)     961.64   (feet)  ADJUSTED  
 MJ0843  ___________________________________________________________________
 MJ0843  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 MJ0843  DYNAMIC HT  -         292.988 (meters)     961.24  (feet)  COMP
 MJ0843  MODELED GRAV-     980,210.4   (mgal)                       NAVD 88
 MJ0843
 MJ0843  VERT ORDER  -  SECOND    CLASS 0
 MJ0843
 MJ0843.The horizontal coordinates were scaled from a topographic map and have
 MJ0843.an estimated accuracy of +/- 6 seconds.
 MJ0843
 MJ0843.The orthometric height was determined by differential leveling
 MJ0843.and adjusted by the National Geodetic Survey in June 1991..
 MJ0843
 MJ0843.The geoid height was determined by GEOID03.
 MJ0843
 MJ0843.The dynamic height is computed by dividing the NAVD 88
 MJ0843.geopotential number by the normal gravity value computed on the
 MJ0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0843.degrees latitude (g = 980.6199 gals.).
 MJ0843
 MJ0843.The modeled gravity was interpolated from observed gravity values.
 MJ0843
 MJ0843;                    North         East    Units  Estimated Accuracy
 MJ0843;SPC IA S     -   129,770.      302,280.      MT  (+/- 180 meters Scaled)
 MJ0843
 MJ0843                          SUPERSEDED SURVEY CONTROL
 MJ0843
 MJ0843  NGVD 29 (??/??/92)  293.014  (m)          961.33   (f) ADJ UNCH    2 0
 MJ0843
 MJ0843.Superseded values are not recommended for survey control.
 MJ0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0843.See file dsdata.txt to determine how the superseded data were derived.
 MJ0843
 MJ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF603587(NAD 83)
 MJ0843_MARKER: B = BOLT
 MJ0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0843_SP_SET: STONE
 MJ0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0843+STABILITY: SURFACE MOTION
 MJ0843
 MJ0843  HISTORY     - Date     Condition        Report By
 MJ0843  HISTORY     - UNK      MONUMENTED       MORC
 MJ0843  HISTORY     - 1948     GOOD             NGS
 MJ0843
 MJ0843                          STATION DESCRIPTION
 MJ0843
 MJ0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0843'10.2 MI SW FROM COUNCIL BLUFFS.
 MJ0843'7.75 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MJ0843'RAILROAD FROM THE STATION AT COUNCIL BLUFFS, THENCE 2.15 MILES
 MJ0843'WEST ALONG A DIRT ROAD, THENCE 0.3 MILE SOUTH ALONG A DIRT
 MJ0843'ROAD, IN A PASTURE, 58.4 FEET NORTH NORTHWEST OF A 36-INCH
 MJ0843'SYCAMORE TREE WHICH IS THE NORTHWESTERNMOST TREE IN A GROVE OF
 MJ0843'TREES WHICH AREA AT THE HOME LOCATION OF DAVID MC INTOSH, ABOUT
 MJ0843'65.0 FEET SOUTH OF AN EAST-WEST FENCE LINE, 43.7 FEET EAST OF
 MJ0843'THE CENTER LINE OF THE ROAD, 17.3 FEET EAST OF A RIGHT-OF-WAY
 MJ0843'FENCE, 1.0 FOOT WEST OF A 4X4 REFERENCE POST, A COPPER BOLT
 MJ0843'LEADED IN A STONE 18-INCHES SQUARE SET ABOUT 4.0 FEET
 MJ0843'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 MJ0843'A MISSOURI RIVER COMMISSION CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0842 ***********************************************************************
 MJ0842  DESIGNATION -  119/2 CAP
 MJ0842  PID         -  MJ0842
 MJ0842  STATE/COUNTY-  IA/MILLS
 MJ0842  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0842
 MJ0842                         *CURRENT SURVEY CONTROL
 MJ0842  ___________________________________________________________________
 MJ0842* NAD 83(1986)-  41 08 40.     (N)    095 51 19.     (W)     SCALED    
 MJ0842* NAVD 88     -       294.349  (meters)     965.71   (feet)  ADJUSTED  
 MJ0842  ___________________________________________________________________
 MJ0842  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 MJ0842  DYNAMIC HT  -         294.230 (meters)     965.32  (feet)  COMP
 MJ0842  MODELED GRAV-     980,210.4   (mgal)                       NAVD 88
 MJ0842
 MJ0842  VERT ORDER  -  SECOND    CLASS 0
 MJ0842
 MJ0842.The horizontal coordinates were scaled from a topographic map and have
 MJ0842.an estimated accuracy of +/- 6 seconds.
 MJ0842
 MJ0842.The orthometric height was determined by differential leveling
 MJ0842.and adjusted by the National Geodetic Survey in June 1991..
 MJ0842
 MJ0842.The geoid height was determined by GEOID03.
 MJ0842
 MJ0842.The dynamic height is computed by dividing the NAVD 88
 MJ0842.geopotential number by the normal gravity value computed on the
 MJ0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0842.degrees latitude (g = 980.6199 gals.).
 MJ0842
 MJ0842.The modeled gravity was interpolated from observed gravity values.
 MJ0842
 MJ0842;                    North         East    Units  Estimated Accuracy
 MJ0842;SPC IA S     -   129,770.      302,310.      MT  (+/- 180 meters Scaled)
 MJ0842
 MJ0842                          SUPERSEDED SURVEY CONTROL
 MJ0842
 MJ0842  NGVD 29 (??/??/92)  294.256  (m)          965.40   (f) ADJ UNCH    2 0
 MJ0842
 MJ0842.Superseded values are not recommended for survey control.
 MJ0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0842.See file dsdata.txt to determine how the superseded data were derived.
 MJ0842
 MJ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF603587(NAD 83)
 MJ0842_MARKER: P = PIPE CAP
 MJ0842_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0842_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0842
 MJ0842  HISTORY     - Date     Condition        Report By
 MJ0842  HISTORY     - UNK      MONUMENTED       MORC
 MJ0842  HISTORY     - 1948     GOOD             NGS
 MJ0842
 MJ0842                          STATION DESCRIPTION
 MJ0842
 MJ0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0842'10.2 MI SW FROM COUNCIL BLUFFS.
 MJ0842'7.75 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MJ0842'RAILROAD FROM THE STATION AT COUNCIL BLUFFS, THENCE 2.15 MILES
 MJ0842'WEST ALONG A DIRT ROAD, THENCE 0.3 MILE SOUTH ALONG A DIRT
 MJ0842'ROAD, IN A PASTURE, 58.4 FEET NORTH NORTHWEST OF A 36-INCH
 MJ0842'SYCAMORE TREE WHICH IS THE NORTHWESTERNMOST TREE IN A GROVE
 MJ0842'OF TREES WHICH ARE AT THE HOME LOCATION OF DAVID MC INTOSH, ABOUT
 MJ0842'65.0 FEET SOUTH OF AN EAST-WEST FENCE LINE, 43.7 FEET EAST OF
 MJ0842'THE CENTER LINE OF THE ROAD, 17.3 FEET EAST OF A RIGHT-OF-WAY
 MJ0842'FENCE, 1.0 FOOT WEST OF A 4X4 REFERENCE POST, A MISSOURI RIVER
 MJ0842'COMMISSION CAP BOLTED ON AN IRON PIPE WHICH PROJECTS ABOUT 1.0
 MJ0842'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0162 ***********************************************************************
 MJ0162  DESIGNATION -  1199
 MJ0162  PID         -  MJ0162
 MJ0162  STATE/COUNTY-  IA/CASS
 MJ0162  USGS QUAD   -  WIOTA (1971)
 MJ0162
 MJ0162                         *CURRENT SURVEY CONTROL
 MJ0162  ___________________________________________________________________
 MJ0162* NAD 83(1986)-  41 23 56.     (N)    094 53 18.     (W)     SCALED    
 MJ0162* NAVD 88     -       365.608  (meters)    1199.50   (feet)  ADJUSTED  
 MJ0162  ___________________________________________________________________
 MJ0162  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 MJ0162  DYNAMIC HT  -         365.474 (meters)    1199.06  (feet)  COMP
 MJ0162  MODELED GRAV-     980,245.7   (mgal)                       NAVD 88
 MJ0162
 MJ0162  VERT ORDER  -  FIRST     CLASS II
 MJ0162
 MJ0162.The horizontal coordinates were scaled from a topographic map and have
 MJ0162.an estimated accuracy of +/- 6 seconds.
 MJ0162
 MJ0162.The orthometric height was determined by differential leveling
 MJ0162.and adjusted by the National Geodetic Survey in June 1991..
 MJ0162
 MJ0162.The geoid height was determined by GEOID03.
 MJ0162
 MJ0162.The dynamic height is computed by dividing the NAVD 88
 MJ0162.geopotential number by the normal gravity value computed on the
 MJ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0162.degrees latitude (g = 980.6199 gals.).
 MJ0162
 MJ0162.The modeled gravity was interpolated from observed gravity values.
 MJ0162
 MJ0162;                    North         East    Units  Estimated Accuracy
 MJ0162;SPC IA S     -   156,270.      383,910.      MT  (+/- 180 meters Scaled)
 MJ0162
 MJ0162                          SUPERSEDED SURVEY CONTROL
 MJ0162
 MJ0162  NGVD 29 (??/??/92)  365.555  (m)         1199.33   (f) ADJ UNCH    1 2
 MJ0162
 MJ0162.Superseded values are not recommended for survey control.
 MJ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0162.See file dsdata.txt to determine how the superseded data were derived.
 MJ0162
 MJ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF421847(NAD 83)
 MJ0162_MARKER: P = PIPE CAP
 MJ0162_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0162_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0162_STAMPING: 1199.069
 MJ0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0162
 MJ0162  HISTORY     - Date     Condition        Report By
 MJ0162  HISTORY     - UNK      MONUMENTED       USGS
 MJ0162  HISTORY     - 1941     GOOD             NGS
 MJ0162
 MJ0162                          STATION DESCRIPTION
 MJ0162
 MJ0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MJ0162'AT WIOTA.
 MJ0162'AT WIOTA, CASS COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0162'RAILROAD, 0.3 MILE WEST OF THE STATION, 191 FEET EAST OF SIGNAL
 MJ0162'TOWER 432.7, 50 FEET NORTHWEST OF THE NORTH END OF A CONCRETE
 MJ0162'CULVERT, 44.8 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK,
 MJ0162'AND 4 FEET SOUTH OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL
 MJ0162'SURVEY STANDARD CAP, STAMPED 1199.069 AND RIVETED ON THE TOP
 MJ0162'OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0518 ***********************************************************************
 MG0518  DESIGNATION -  12
 MG0518  PID         -  MG0518
 MG0518  STATE/COUNTY-  IA/JOHNSON
 MG0518  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0518
 MG0518                         *CURRENT SURVEY CONTROL
 MG0518  ___________________________________________________________________
 MG0518* NAD 83(1986)-  41 37 57.     (N)    091 32 28.     (W)     SCALED    
 MG0518* NAVD 88     -       197.893  (meters)     649.25   (feet)  ADJUSTED  
 MG0518  ___________________________________________________________________
 MG0518  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 MG0518  DYNAMIC HT  -         197.817 (meters)     649.00  (feet)  COMP
 MG0518  MODELED GRAV-     980,237.4   (mgal)                       NAVD 88
 MG0518
 MG0518  VERT ORDER  -  FIRST     CLASS II
 MG0518
 MG0518.The horizontal coordinates were scaled from a topographic map and have
 MG0518.an estimated accuracy of +/- 6 seconds.
 MG0518
 MG0518.The orthometric height was determined by differential leveling
 MG0518.and adjusted by the National Geodetic Survey in June 1991..
 MG0518
 MG0518.The geoid height was determined by GEOID03.
 MG0518
 MG0518.The dynamic height is computed by dividing the NAVD 88
 MG0518.geopotential number by the normal gravity value computed on the
 MG0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0518.degrees latitude (g = 980.6199 gals.).
 MG0518
 MG0518.The modeled gravity was interpolated from observed gravity values.
 MG0518
 MG0518;                    North         East    Units  Estimated Accuracy
 MG0518;SPC IA S     -   183,130.      663,210.      MT  (+/- 180 meters Scaled)
 MG0518
 MG0518                          SUPERSEDED SURVEY CONTROL
 MG0518
 MG0518  NGVD 29 (??/??/92)  197.929  (m)          649.37   (f) ADJ UNCH    1 2
 MG0518
 MG0518.Superseded values are not recommended for survey control.
 MG0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0518.See file dsdata.txt to determine how the superseded data were derived.
 MG0518
 MG0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG215100(NAD 83)
 MG0518_MARKER: Z = SEE DESCRIPTION
 MG0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0518_SP_SET: CULVERT
 MG0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0518
 MG0518  HISTORY     - Date     Condition        Report By
 MG0518  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0518  HISTORY     - 1948     GOOD             IAHD
 MG0518  HISTORY     - 1964     GOOD             NGS
 MG0518  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0518
 MG0518                          STATION DESCRIPTION
 MG0518
 MG0518'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1948
 MG0518'1.1 MI S FROM IOWA CITY.
 MG0518'1.1 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE INTERSECTION OF
 MG0518'STATE HIGHWAY 1 AT IOWA CITY, JOHNSON COUNTY, NEAR THE NORTHEAST
 MG0518'CORNER OF THE SOUTHEAST QUARTER OF SEC. 21, T. 79 N., R. 6 W.,
 MG0518'AT PAVEMENT STATION 51+34, AT A 12-FOOT-WIDE CONCRETE CULVERT,
 MG0518'AND IN THE TOP OF THE WEST HEAD WALL.  A REINFORCING BAR.
 MG0518
 MG0518                          STATION RECOVERY (1964)
 MG0518
 MG0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0518'RECOVERED IN GOOD CONDITION.
 MG0518
 MG0518                          STATION RECOVERY (1998)
 MG0518
 MG0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0518'THE HEADWALL HAS BEEN REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3904 ***********************************************************************
 AA3904  DESIGNATION -  12 RESET
 AA3904  PID         -  AA3904
 AA3904  STATE/COUNTY-  IA/KEOKUK
 AA3904  USGS QUAD   -  IOWA CITY WEST (1994)
 AA3904
 AA3904                         *CURRENT SURVEY CONTROL
 AA3904  ___________________________________________________________________
 AA3904* NAD 83(1986)-  41 37 57.     (N)    091 32 28.     (W)     SCALED    
 AA3904* NAVD 88     -       197.69   (+/-2cm)     648.6    (feet)  VERTCON   
 AA3904  ___________________________________________________________________
 AA3904  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 AA3904
 AA3904  VERT ORDER  -  THIRD (See Below)
 AA3904
 AA3904.The horizontal coordinates were scaled from a topographic map and have
 AA3904.an estimated accuracy of +/- 6 seconds.
 AA3904
 AA3904.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3904.The vertical order pertains to the NGVD 29 superseded value.
 AA3904
 AA3904.The geoid height was determined by GEOID03.
 AA3904
 AA3904;                    North         East    Units  Estimated Accuracy
 AA3904;SPC IA S     -   183,130.      663,210.      MT  (+/- 180 meters Scaled)
 AA3904
 AA3904                          SUPERSEDED SURVEY CONTROL
 AA3904
 AA3904  NGVD 29 (05/12/04)  197.72   (m)          648.7    (f) RESET       3  
 AA3904
 AA3904.Superseded values are not recommended for survey control.
 AA3904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3904.See file dsdata.txt to determine how the superseded data were derived.
 AA3904
 AA3904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG215100(NAD 83)
 AA3904_MARKER: DV = VERTICAL CONTROL DISK
 AA3904_SETTING: 0 = UNSPECIFIED SETTING
 AA3904_STAMPING: NO 12 RESET 1975
 AA3904_MARK LOGO: NGS   
 AA3904_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3904
 AA3904  HISTORY     - Date     Condition        Report By
 AA3904  HISTORY     - 1975     MONUMENTED       NGS
 AA3904  HISTORY     - 20050625 GOOD             GEOCAC
 AA3904
 AA3904                          STATION DESCRIPTION
 AA3904
 AA3904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 AA3904'3.3 MILES (5.3 KM) EAST ALONG STATE HIGHWAY 149 FROM THE RAILROAD
 AA3904'CROSSING AND STATION IN HEDRICK, 136 FEET (41.5 M) WEST OF THE
 AA3904'NORTHWEST CORNER OF MR KENNETH L HANDYS FARM HOME, 102.85 FEET (31.35
 AA3904'M) AND ON A LINE 15 DEGREES SOUTHWEST FROM THE ORIGINAL MARK, 10.5
 AA3904'FEET (3.2 M) WEST OF A RIGHT-OF-WAY RAIL AT A FENCE POST, 10 FEET (3.0
 AA3904'M) WEST OF A CORNER FENCE POST AND 6 INCHES NORTH OF A METAL WITNESS
 AA3904'POST IN A FENCELINE, SET FLUSH WITH THE GROUND SURFACE.
 AA3904
 AA3904                          STATION RECOVERY (2005)
 AA3904
 AA3904'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 AA3904'FOUND 3.4 MILES EAST OF WALDO ST, WHICH IS THE EASTERNMOST STREET OF
 AA3904'HEDRICK AND NEAR THE LOCATION OF A FORMER RAILROAD LINE, 0.7 MILE EAST
 AA3904'OF 5TH STREET AT THE EAST SIDE OF MARTINSBURG, 205 FEET WEST OF THE
 AA3904'CENTER OF A DRIVEWAY NEAR ADDRESS POST 19108 ON SOUTH SIDE OF HIGHWAY
 AA3904'149.  THERE IS NO LONGER A HOUSE NOR A FENCE HERE.
 AA3904' 
 AA3904'DISK IS ABOUT 125 FEET NORTHWEST OF A LARGE METAL BUILDING, 23.5 FEET
 AA3904'EAST SOUTHEAST OF A 2 FOOT TREE, 11 FEET WEST OF A RAIL SET VERTICALLY
 AA3904'AND FLUSH, 5.8 FEET WEST OF HIGHWAY STATION POST 485, 6 INCHES NORTH
 AA3904'OF A WITNESS POST, AND 4 INCHES BELOW THE SURFACE.  NGS AND STATE
 AA3904'SURVEY ALUMINUM DISK WITH A RAISED CENTER, ON A ROD OR PIPE, STAMPED
 AA3904'12 RESET 1975.
 AA3904' 
 AA3904'HANDHELD COORDINATES N41 10 36.6 W092 14 9.9.  SKY VISIBILITY WOULD BE
 AA3904'GOOD EXCEPT FOR THE ONE LARGE TREE.  HANDHELD GPS ELEVATION 814 FEET.
 AA3904'MARK IS NEAR THE LEVEL OF THE HIGHWAY. TOPO MAP SHOWS ELEVATIONS OVER
 AA3904'800 FEET IN THE GENERAL VICINITY.
 AA3904' 
 AA3904'THE SCALED COORDINATES ARE FOR MG0518 DESIGNATION 12 IN JOHNSON
 AA3904'COUNTY, AND THE LISTED ELEVATION MAY BE ASSOCIATED WITH THAT MARK AS
 AA3904'IT DOES NOT APPEAR REASONABLE HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0575 ***********************************************************************
 MJ0575  DESIGNATION -  1201
 MJ0575  PID         -  MJ0575
 MJ0575  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0575  USGS QUAD   -  NEOLA (1994)
 MJ0575
 MJ0575                         *CURRENT SURVEY CONTROL
 MJ0575  ___________________________________________________________________
 MJ0575* NAD 83(1986)-  41 28 03.     (N)    095 32 17.     (W)     SCALED    
 MJ0575* NAVD 88     -       366.260  (meters)    1201.64   (feet)  ADJUSTED  
 MJ0575  ___________________________________________________________________
 MJ0575  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 MJ0575  DYNAMIC HT  -         366.099 (meters)    1201.11  (feet)  COMP
 MJ0575  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 MJ0575
 MJ0575  VERT ORDER  -  FIRST     CLASS II
 MJ0575
 MJ0575.The horizontal coordinates were scaled from a topographic map and have
 MJ0575.an estimated accuracy of +/- 6 seconds.
 MJ0575
 MJ0575.The orthometric height was determined by differential leveling
 MJ0575.and adjusted by the National Geodetic Survey in June 1991..
 MJ0575
 MJ0575.The geoid height was determined by GEOID03.
 MJ0575
 MJ0575.The dynamic height is computed by dividing the NAVD 88
 MJ0575.geopotential number by the normal gravity value computed on the
 MJ0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0575.degrees latitude (g = 980.6199 gals.).
 MJ0575
 MJ0575.The modeled gravity was interpolated from observed gravity values.
 MJ0575
 MJ0575;                    North         East    Units  Estimated Accuracy
 MJ0575;SPC IA S     -   164,960.      329,770.      MT  (+/- 180 meters Scaled)
 MJ0575
 MJ0575                          SUPERSEDED SURVEY CONTROL
 MJ0575
 MJ0575  NGVD 29 (??/??/92)  366.141  (m)         1201.25   (f) ADJ UNCH    1 2
 MJ0575
 MJ0575.Superseded values are not recommended for survey control.
 MJ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0575.See file dsdata.txt to determine how the superseded data were derived.
 MJ0575
 MJ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF880937(NAD 83)
 MJ0575_MARKER: DD = SURVEY DISK
 MJ0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0575_SP_SET: BRIDGE ABUTMENT
 MJ0575_STAMPING: ELEV 1201.054 FT
 MJ0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0575
 MJ0575  HISTORY     - Date     Condition        Report By
 MJ0575  HISTORY     - UNK      MONUMENTED       USGS
 MJ0575  HISTORY     - 1948     GOOD             NGS
 MJ0575
 MJ0575                          STATION DESCRIPTION
 MJ0575
 MJ0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0575'0.2 MI NE FROM MINDEN.
 MJ0575'0.25 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0575'RAILROAD FROM THE STATION AT MINDEN, AT BRIDGE 4735 OVER THE
 MJ0575'CHICAGO AND GREAT WESTERN RAILWAY, SET IN THE TOP OF THE
 MJ0575'SOUTHWEST CONCRETE ABUTMENT OF THE BRIDGE, 1.6 FEET FROM THE
 MJ0575'END OF THE ABUTMENT, 10.5 FEET SOUTHEAST OF THE SOUTHEAST
 MJ0575'RAIL, 2.0 FEET BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0015 ***********************************************************************
 MJ0015  DESIGNATION -  1206
 MJ0015  PID         -  MJ0015
 MJ0015  STATE/COUNTY-  IA/GUTHRIE
 MJ0015  USGS QUAD   -  STUART NORTH (1982)
 MJ0015
 MJ0015                         *CURRENT SURVEY CONTROL
 MJ0015  ___________________________________________________________________
 MJ0015* NAD 83(1986)-  41 30 20.     (N)    094 18 55.     (W)     SCALED    
 MJ0015* NAVD 88     -       367.700  (meters)    1206.36   (feet)  ADJUSTED  
 MJ0015  ___________________________________________________________________
 MJ0015  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 MJ0015  DYNAMIC HT  -         367.545 (meters)    1205.85  (feet)  COMP
 MJ0015  MODELED GRAV-     980,191.6   (mgal)                       NAVD 88
 MJ0015
 MJ0015  VERT ORDER  -  FIRST     CLASS II
 MJ0015
 MJ0015.The horizontal coordinates were scaled from a topographic map and have
 MJ0015.an estimated accuracy of +/- 6 seconds.
 MJ0015
 MJ0015.The orthometric height was determined by differential leveling
 MJ0015.and adjusted by the National Geodetic Survey in June 1991..
 MJ0015
 MJ0015.The geoid height was determined by GEOID03.
 MJ0015
 MJ0015.The dynamic height is computed by dividing the NAVD 88
 MJ0015.geopotential number by the normal gravity value computed on the
 MJ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0015.degrees latitude (g = 980.6199 gals.).
 MJ0015
 MJ0015.The modeled gravity was interpolated from observed gravity values.
 MJ0015
 MJ0015;                    North         East    Units  Estimated Accuracy
 MJ0015;SPC IA S     -   167,510.      431,940.      MT  (+/- 180 meters Scaled)
 MJ0015
 MJ0015                          SUPERSEDED SURVEY CONTROL
 MJ0015
 MJ0015  NGVD 29 (??/??/92)  367.639  (m)         1206.16   (f) ADJ UNCH    1 2
 MJ0015
 MJ0015.Superseded values are not recommended for survey control.
 MJ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0015.See file dsdata.txt to determine how the superseded data were derived.
 MJ0015
 MJ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF902957(NAD 83)
 MJ0015_MARKER: DD = SURVEY DISK
 MJ0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0015_SP_SET: WATER TABLE
 MJ0015_STAMPING: 1205.995
 MJ0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0015
 MJ0015  HISTORY     - Date     Condition        Report By
 MJ0015  HISTORY     - UNK      MONUMENTED       USGS
 MJ0015  HISTORY     - 1950     GOOD             NGS
 MJ0015  HISTORY     - 1981     GOOD             LOCENG
 MJ0015
 MJ0015                          STATION DESCRIPTION
 MJ0015
 MJ0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0015'AT STUART.
 MJ0015'AT STUART, GUTHRIE COUNTY, AT THE HIGH SCHOOL, 6 FEET EAST OF THE
 MJ0015'ENTRANCE, AND IN THE TOP OF THE STONE WATER TABLE.  A UNITED STATES
 MJ0015'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1205.995.
 MJ0015
 MJ0015                          STATION RECOVERY (1981)
 MJ0015
 MJ0015'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MJ0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1457 ***********************************************************************
 MJ1457  DESIGNATION -  1206 RESET
 MJ1457  PID         -  MJ1457
 MJ1457  STATE/COUNTY-  IA/GUTHRIE
 MJ1457  USGS QUAD   -  STUART NORTH (1982)
 MJ1457
 MJ1457                         *CURRENT SURVEY CONTROL
 MJ1457  ___________________________________________________________________
 MJ1457* NAD 83(1986)-  41 30 20.     (N)    094 18 55.     (W)     SCALED    
 MJ1457* NAVD 88     -       366.72   (meters)    1203.1    (feet)  RESET     
 MJ1457  ___________________________________________________________________
 MJ1457  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 MJ1457
 MJ1457  VERT ORDER  -  THIRD
 MJ1457
 MJ1457.The horizontal coordinates were scaled from a topographic map and have
 MJ1457.an estimated accuracy of +/- 6 seconds.
 MJ1457
 MJ1457.The orthometric height was computed from unverified reset data.
 MJ1457
 MJ1457.The geoid height was determined by GEOID03.
 MJ1457
 MJ1457;                    North         East    Units  Estimated Accuracy
 MJ1457;SPC IA S     -   167,510.      431,940.      MT  (+/- 180 meters Scaled)
 MJ1457
 MJ1457                          SUPERSEDED SURVEY CONTROL
 MJ1457
 MJ1457  NGVD 29 (05/12/04)  366.66   (m)         1203.0    (f) RESET       3  
 MJ1457
 MJ1457.Superseded values are not recommended for survey control.
 MJ1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1457.See file dsdata.txt to determine how the superseded data were derived.
 MJ1457
 MJ1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF902957(NAD 83)
 MJ1457_MARKER: DB = BENCH MARK DISK
 MJ1457_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MJ1457+WITH SETTING: PAVEMENT
 MJ1457_SP_SET: WATER TANK FOUNDATION
 MJ1457_STAMPING: 1206 USGS RESET 1984
 MJ1457_MARK LOGO: NGS   
 MJ1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1457+STABILITY: SURFACE MOTION
 MJ1457
 MJ1457  HISTORY     - Date     Condition        Report By
 MJ1457  HISTORY     - 1984     MONUMENTED       NGS
 MJ1457
 MJ1457                          STATION DESCRIPTION
 MJ1457
 MJ1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MJ1457'IN STUART.
 MJ1457'IN STUART, 1 BLOCK EAST AND 1 BLOCK SOUTH OF THE POST OFFICE, IN THE
 MJ1457'NORTHWEST ANGLE OF THE INTERSECTION OF FRONT AND MAIN STREETS, 25.3 M
 MJ1457'(83.0 FT) NORTH FROM THE CENTERLINE OF FRONT STREET, 14.0 M (45.9 FT)
 MJ1457'WEST FROM THE CENTERLINE OF MAIN STREET, AND CEMENTED INTO A DRILLED
 MJ1457'HOLE IN THE NORTH CORNER OF THE CONCRETE FOUNDATION OF THE NORTHEAST
 MJ1457'LEG OF THE CITY WATER TANK.
 MJ1457'THE MARK IS 0.6 M ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0014 ***********************************************************************
 MJ0014  DESIGNATION -  1210
 MJ0014  PID         -  MJ0014
 MJ0014  STATE/COUNTY-  IA/GUTHRIE
 MJ0014  USGS QUAD   -  STUART NORTH (1982)
 MJ0014
 MJ0014                         *CURRENT SURVEY CONTROL
 MJ0014  ___________________________________________________________________
 MJ0014* NAD 83(1986)-  41 30 12.     (N)    094 19 08.     (W)     SCALED    
 MJ0014* NAVD 88     -       368.935  (meters)    1210.41   (feet)  ADJUSTED  
 MJ0014  ___________________________________________________________________
 MJ0014  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 MJ0014  DYNAMIC HT  -         368.779 (meters)    1209.90  (feet)  COMP
 MJ0014  MODELED GRAV-     980,191.3   (mgal)                       NAVD 88
 MJ0014
 MJ0014  VERT ORDER  -  FIRST     CLASS II
 MJ0014
 MJ0014.The horizontal coordinates were scaled from a topographic map and have
 MJ0014.an estimated accuracy of +/- 6 seconds.
 MJ0014
 MJ0014.The orthometric height was determined by differential leveling
 MJ0014.and adjusted by the National Geodetic Survey in June 1991..
 MJ0014
 MJ0014.The geoid height was determined by GEOID03.
 MJ0014
 MJ0014.The dynamic height is computed by dividing the NAVD 88
 MJ0014.geopotential number by the normal gravity value computed on the
 MJ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0014.degrees latitude (g = 980.6199 gals.).
 MJ0014
 MJ0014.The modeled gravity was interpolated from observed gravity values.
 MJ0014
 MJ0014;                    North         East    Units  Estimated Accuracy
 MJ0014;SPC IA S     -   167,270.      431,630.      MT  (+/- 180 meters Scaled)
 MJ0014
 MJ0014                          SUPERSEDED SURVEY CONTROL
 MJ0014
 MJ0014  NGVD 29 (??/??/92)  368.873  (m)         1210.21   (f) ADJ UNCH    1 2
 MJ0014
 MJ0014.Superseded values are not recommended for survey control.
 MJ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0014.See file dsdata.txt to determine how the superseded data were derived.
 MJ0014
 MJ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF899954(NAD 83)
 MJ0014_MARKER: P = PIPE CAP
 MJ0014_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0014_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0014_STAMPING: 1210.099
 MJ0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0014
 MJ0014  HISTORY     - Date     Condition        Report By
 MJ0014  HISTORY     - UNK      MONUMENTED       USGS
 MJ0014  HISTORY     - 1950     GOOD             NGS
 MJ0014  HISTORY     - 1981     GOOD             LOCENG
 MJ0014
 MJ0014                          STATION DESCRIPTION
 MJ0014
 MJ0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0014'AT STUART.
 MJ0014'AT STUART, 300 FEET WEST OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0014'RAILROAD STATION, IN THE NORTHWEST CORNER OF THE STATION GRASS PLOT,
 MJ0014'67.2 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 22 FEET SOUTH
 MJ0014'OF THE SOUTH CURB LINE OF U.S. HIGHWAY 6, AND 1 FOOT EAST OF THE
 MJ0014'EAST LINE OF DIVISION STREET.  A UNITED STATES GEOLOGICAL SURVEY
 MJ0014'STANDARD CAP, STAMPED 1210.099 AND RIVETED ON THE TOP OF A
 MJ0014'3-1/2-INCH IRON PIPE.
 MJ0014
 MJ0014                          STATION RECOVERY (1981)
 MJ0014
 MJ0014'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MJ0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0154 ***********************************************************************
 NL0154  DESIGNATION -  1211.6
 NL0154  PID         -  NL0154
 NL0154  STATE/COUNTY-  IA/SAC
 NL0154  USGS QUAD   -  SAC CITY EAST (1980)
 NL0154
 NL0154                         *CURRENT SURVEY CONTROL
 NL0154  ___________________________________________________________________
 NL0154* NAD 83(1986)-  42 25 18.     (N)    094 59 17.     (W)     SCALED    
 NL0154* NAVD 88     -       369.395  (meters)    1211.92   (feet)  ADJUSTED  
 NL0154  ___________________________________________________________________
 NL0154  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 NL0154  DYNAMIC HT  -         369.263 (meters)    1211.49  (feet)  COMP
 NL0154  MODELED GRAV-     980,254.2   (mgal)                       NAVD 88
 NL0154
 NL0154  VERT ORDER  -  SECOND    CLASS 0
 NL0154
 NL0154.The horizontal coordinates were scaled from a topographic map and have
 NL0154.an estimated accuracy of +/- 6 seconds.
 NL0154
 NL0154.The orthometric height was determined by differential leveling
 NL0154.and adjusted by the National Geodetic Survey in June 1991..
 NL0154
 NL0154.The geoid height was determined by GEOID03.
 NL0154
 NL0154.The dynamic height is computed by dividing the NAVD 88
 NL0154.geopotential number by the normal gravity value computed on the
 NL0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0154.degrees latitude (g = 980.6199 gals.).
 NL0154
 NL0154.The modeled gravity was interpolated from observed gravity values.
 NL0154
 NL0154;                    North         East    Units  Estimated Accuracy
 NL0154;SPC IA N     - 1,103,450.    1,377,540.      MT  (+/- 180 meters Scaled)
 NL0154
 NL0154                          SUPERSEDED SURVEY CONTROL
 NL0154
 NL0154  NGVD 29 (??/??/92)  369.301  (m)         1211.62   (f) ADJ UNCH    2 0
 NL0154
 NL0154.Superseded values are not recommended for survey control.
 NL0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0154.See file dsdata.txt to determine how the superseded data were derived.
 NL0154
 NL0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG364985(NAD 83)
 NL0154_MARKER: Z = SEE DESCRIPTION
 NL0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0154
 NL0154  HISTORY     - Date     Condition        Report By
 NL0154  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0154  HISTORY     - 1935     GOOD             NGS
 NL0154
 NL0154                          STATION DESCRIPTION
 NL0154
 NL0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NL0154'AT SAC CITY.
 NL0154'AT SAC CITY, SAC COUNTY, AT THE INTERSECTION OF MAIN STREET AND
 NL0154'WEST STATE STREET, 50 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NL0154'COUNTY COURTHOUSE, NEAR THE SOUTHWEST CORNER OF THE YARD, 14.7 FEET
 NL0154'EAST OF THE EAST CURB OF WEST STATE STREET, 3 FEET NORTH OF THE NORTH
 NL0154'CURB OF MAIN STREET, 2.6 FEET SOUTH OF THE SOUTH EDGE OF THE
 NL0154'SIDEWALK, 2.5 FEET SOUTHEAST OF A FIRE HYDRANT, AND ABOUT 3 INCHES
 NL0154'UNDER GROUND.  A COPPER BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0423 ***********************************************************************
 MJ0423  DESIGNATION -  1215 RESET
 MJ0423  PID         -  MJ0423
 MJ0423  STATE/COUNTY-  IA/CASS
 MJ0423  USGS QUAD   -  ATLANTIC (1971)
 MJ0423
 MJ0423                         *CURRENT SURVEY CONTROL
 MJ0423  ___________________________________________________________________
 MJ0423* NAD 83(1986)-  41 24 15.     (N)    095 00 49.     (W)     SCALED    
 MJ0423* NAVD 88     -       367.605  (meters)    1206.05   (feet)  ADJUSTED  
 MJ0423  ___________________________________________________________________
 MJ0423  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 MJ0423  DYNAMIC HT  -         367.472 (meters)    1205.61  (feet)  COMP
 MJ0423  MODELED GRAV-     980,249.0   (mgal)                       NAVD 88
 MJ0423
 MJ0423  VERT ORDER  -  FIRST     CLASS II
 MJ0423
 MJ0423.The horizontal coordinates were scaled from a topographic map and have
 MJ0423.an estimated accuracy of +/- 6 seconds.
 MJ0423
 MJ0423.The orthometric height was determined by differential leveling
 MJ0423.and adjusted by the National Geodetic Survey in June 1991..
 MJ0423
 MJ0423.The geoid height was determined by GEOID03.
 MJ0423
 MJ0423.The dynamic height is computed by dividing the NAVD 88
 MJ0423.geopotential number by the normal gravity value computed on the
 MJ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0423.degrees latitude (g = 980.6199 gals.).
 MJ0423
 MJ0423.The modeled gravity was interpolated from observed gravity values.
 MJ0423
 MJ0423;                    North         East    Units  Estimated Accuracy
 MJ0423;SPC IA S     -   157,030.      373,450.      MT  (+/- 180 meters Scaled)
 MJ0423
 MJ0423                          SUPERSEDED SURVEY CONTROL
 MJ0423
 MJ0423  NGVD 29 (??/??/92)  367.545  (m)         1205.85   (f) ADJ UNCH    1 2
 MJ0423
 MJ0423.Superseded values are not recommended for survey control.
 MJ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0423.See file dsdata.txt to determine how the superseded data were derived.
 MJ0423
 MJ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF316855(NAD 83)
 MJ0423_MARKER: DD = SURVEY DISK
 MJ0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0423_SP_SET: STEP
 MJ0423_STAMPING: 1215 RESET USGS
 MJ0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0423
 MJ0423  HISTORY     - Date     Condition        Report By
 MJ0423  HISTORY     - UNK      MONUMENTED       USGS
 MJ0423  HISTORY     - 1950     GOOD             NGS
 MJ0423
 MJ0423                          STATION DESCRIPTION
 MJ0423
 MJ0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0423'AT ATLANTIC.
 MJ0423'AT ATLANTIC, CASS COUNTY, DIRECTLY ACROSS THE STREET FROM THE
 MJ0423'NEW COURTHOUSE (BUILT IN 1934), IN THE CITY PARK, AT A WAR
 MJ0423'MONUMENT, AND IN THE TOP STEP ON THE EAST SIDE.  A UNITED STATES
 MJ0423'GEOLOGICAL SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0168 ***********************************************************************
 MJ0168  DESIGNATION -  1232
 MJ0168  PID         -  MJ0168
 MJ0168  STATE/COUNTY-  IA/CASS
 MJ0168  USGS QUAD   -  ANITA (1971)
 MJ0168
 MJ0168                         *CURRENT SURVEY CONTROL
 MJ0168  ___________________________________________________________________
 MJ0168* NAD 83(1986)-  41 25 35.     (N)    094 48 52.     (W)     SCALED    
 MJ0168* NAVD 88     -       375.674  (meters)    1232.52   (feet)  ADJUSTED  
 MJ0168  ___________________________________________________________________
 MJ0168  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 MJ0168  DYNAMIC HT  -         375.535 (meters)    1232.07  (feet)  COMP
 MJ0168  MODELED GRAV-     980,241.4   (mgal)                       NAVD 88
 MJ0168
 MJ0168  VERT ORDER  -  FIRST     CLASS II
 MJ0168
 MJ0168.The horizontal coordinates were scaled from a topographic map and have
 MJ0168.an estimated accuracy of +/- 6 seconds.
 MJ0168
 MJ0168.The orthometric height was determined by differential leveling
 MJ0168.and adjusted by the National Geodetic Survey in June 1991..
 MJ0168
 MJ0168.The geoid height was determined by GEOID03.
 MJ0168
 MJ0168.The dynamic height is computed by dividing the NAVD 88
 MJ0168.geopotential number by the normal gravity value computed on the
 MJ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0168.degrees latitude (g = 980.6199 gals.).
 MJ0168
 MJ0168.The modeled gravity was interpolated from observed gravity values.
 MJ0168
 MJ0168;                    North         East    Units  Estimated Accuracy
 MJ0168;SPC IA S     -   159,230.      390,130.      MT  (+/- 180 meters Scaled)
 MJ0168
 MJ0168                          SUPERSEDED SURVEY CONTROL
 MJ0168
 MJ0168  NGVD 29 (??/??/92)  375.620  (m)         1232.35   (f) ADJ UNCH    1 2
 MJ0168
 MJ0168.Superseded values are not recommended for survey control.
 MJ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0168.See file dsdata.txt to determine how the superseded data were derived.
 MJ0168
 MJ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF483876(NAD 83)
 MJ0168_MARKER: DD = SURVEY DISK
 MJ0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0168_SP_SET: CULVERT
 MJ0168_STAMPING: 1232.055
 MJ0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0168
 MJ0168  HISTORY     - Date     Condition        Report By
 MJ0168  HISTORY     - UNK      MONUMENTED       USGS
 MJ0168  HISTORY     - 1950     GOOD             NGS
 MJ0168
 MJ0168                          STATION DESCRIPTION
 MJ0168
 MJ0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0168'2.9 MI SW FROM ANITA.
 MJ0168'2.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 MJ0168'ANITA, BETWEEN THE HIGHWAY AND RAILROAD, 68 FEET SOUTHEAST OF
 MJ0168'THE CENTER LINE OF THE HIGHWAY, 43 FEET EAST OF THE 3RD POLE
 MJ0168'NORTHEAST OF MILEPOST 428.5, 9 FEET NORTHWEST OF THE NORTHWEST
 MJ0168'RAIL, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 MJ0168'HEADWALL OF A RAILROAD CULVERT, 3 FEET SOUTHWEST OF THE NORTHEAST
 MJ0168'END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0148 ***********************************************************************
 NM0148  DESIGNATION -  124
 NM0148  PID         -  NM0148
 NM0148  STATE/COUNTY-  IA/WOODBURY
 NM0148  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM0148
 NM0148                         *CURRENT SURVEY CONTROL
 NM0148  ___________________________________________________________________
 NM0148* NAD 83(1986)-  42 22 58.     (N)    096 20 27.     (W)     SCALED    
 NM0148* NAVD 88     -       332.353  (meters)    1090.39   (feet)  ADJUSTED  
 NM0148  ___________________________________________________________________
 NM0148  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 NM0148  DYNAMIC HT  -         332.246 (meters)    1090.04  (feet)  COMP
 NM0148  MODELED GRAV-     980,291.2   (mgal)                       NAVD 88
 NM0148
 NM0148  VERT ORDER  -  FIRST     CLASS II
 NM0148
 NM0148.The horizontal coordinates were scaled from a topographic map and have
 NM0148.an estimated accuracy of +/- 6 seconds.
 NM0148
 NM0148.The orthometric height was determined by differential leveling
 NM0148.and adjusted by the National Geodetic Survey in June 1991..
 NM0148
 NM0148.The geoid height was determined by GEOID03.
 NM0148
 NM0148.The dynamic height is computed by dividing the NAVD 88
 NM0148.geopotential number by the normal gravity value computed on the
 NM0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0148.degrees latitude (g = 980.6199 gals.).
 NM0148
 NM0148.The modeled gravity was interpolated from observed gravity values.
 NM0148
 NM0148;                    North         East    Units  Estimated Accuracy
 NM0148;SPC IA N     - 1,101,990.    1,266,110.      MT  (+/- 180 meters Scaled)
 NM0148
 NM0148                          SUPERSEDED SURVEY CONTROL
 NM0148
 NM0148  NGVD 29 (??/??/92)  332.192  (m)         1089.87   (f) ADJ UNCH    1 2
 NM0148
 NM0148.Superseded values are not recommended for survey control.
 NM0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0148.See file dsdata.txt to determine how the superseded data were derived.
 NM0148
 NM0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM189957(NAD 83)
 NM0148_MARKER: DD = SURVEY DISK
 NM0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0148_STAMPING: 124 97
 NM0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0148+STABILITY: SURFACE MOTION
 NM0148
 NM0148  HISTORY     - Date     Condition        Report By
 NM0148  HISTORY     - UNK      MONUMENTED       IAGS
 NM0148  HISTORY     - 1948     GOOD             NGS
 NM0148  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0148
 NM0148                          STATION DESCRIPTION
 NM0148
 NM0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0148'1.9 MI SE FROM SERGEANT BLUFF.
 NM0148'1.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0148'FROM THE STATION AT SERGEANT BLUFF, AT THE JUNCTION OF U.S.
 NM0148'HIGHWAY 75 AND STATE HIGHWAY 230, IN THE TRIANGULAR PLOT OF GROUND
 NM0148'AT THE JUNCTION, 151.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 NM0148'TRACK, 90.2 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 230
 NM0148'(ALONG THE EAST SIDE OF THE TRIANGULAR PLOT OF GROUND), 71.4
 NM0148'FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 75, 48.6
 NM0148'FEET SOUTH OF THE CENTER LINE OF THE PAVEMENT ALONG THE NORTH
 NM0148'SIDE OF THE TRIANGULAR PLOT OF GROUND, AND SET IN THE TOP OF
 NM0148'A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 NM0148
 NM0148                          STATION RECOVERY (1989)
 NM0148
 NM0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0204 ***********************************************************************
 MJ0204  DESIGNATION -  1249
 MJ0204  PID         -  MJ0204
 MJ0204  STATE/COUNTY-  IA/GUTHRIE
 MJ0204  USGS QUAD   -  CASEY (1971)
 MJ0204
 MJ0204                         *CURRENT SURVEY CONTROL
 MJ0204  ___________________________________________________________________
 MJ0204* NAD 83(1986)-  41 30 20.     (N)    094 31 10.     (W)     SCALED    
 MJ0204* NAVD 88     -       380.787  (meters)    1249.30   (feet)  ADJUSTED  
 MJ0204  ___________________________________________________________________
 MJ0204  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 MJ0204  DYNAMIC HT  -         380.642 (meters)    1248.82  (feet)  COMP
 MJ0204  MODELED GRAV-     980,230.2   (mgal)                       NAVD 88
 MJ0204
 MJ0204  VERT ORDER  -  FIRST     CLASS II
 MJ0204
 MJ0204.The horizontal coordinates were scaled from a topographic map and have
 MJ0204.an estimated accuracy of +/- 6 seconds.
 MJ0204
 MJ0204.The orthometric height was determined by differential leveling
 MJ0204.and adjusted by the National Geodetic Survey in June 1991..
 MJ0204
 MJ0204.The geoid height was determined by GEOID03.
 MJ0204
 MJ0204.The dynamic height is computed by dividing the NAVD 88
 MJ0204.geopotential number by the normal gravity value computed on the
 MJ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0204.degrees latitude (g = 980.6199 gals.).
 MJ0204
 MJ0204.The modeled gravity was interpolated from observed gravity values.
 MJ0204
 MJ0204;                    North         East    Units  Estimated Accuracy
 MJ0204;SPC IA S     -   167,690.      414,890.      MT  (+/- 180 meters Scaled)
 MJ0204
 MJ0204                          SUPERSEDED SURVEY CONTROL
 MJ0204
 MJ0204  NGVD 29 (??/??/92)  380.736  (m)         1249.13   (f) ADJ UNCH    1 2
 MJ0204
 MJ0204.Superseded values are not recommended for survey control.
 MJ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0204.See file dsdata.txt to determine how the superseded data were derived.
 MJ0204
 MJ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF731959(NAD 83)
 MJ0204_MARKER: P = PIPE CAP
 MJ0204_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0204_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0204_STAMPING: 1248.882
 MJ0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0204
 MJ0204  HISTORY     - Date     Condition        Report By
 MJ0204  HISTORY     - UNK      MONUMENTED       USGS
 MJ0204  HISTORY     - 1950     GOOD             NGS
 MJ0204
 MJ0204                          STATION DESCRIPTION
 MJ0204
 MJ0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0204'AT CASEY.
 MJ0204'AT CASEY, GUTHRIE COUNTY, IN THE STONE FOUNDATION OF A STONE
 MJ0204'BUILDING AT THE NORTHWEST CORNER OF THE INTERSECTION OF MC PHERSON
 MJ0204'AND LOGAN STREETS, IN THE STONE FOUNDATION OF A STORE BUILDING,
 MJ0204'40.5 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING AND 3 FEET
 MJ0204'ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MJ0204'CAP STAMPED 1248.882, AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0491 ***********************************************************************
 ON0491  DESIGNATION -  1251
 ON0491  PID         -  ON0491
 ON0491  STATE/COUNTY-  IA/WINNESHIEK
 ON0491  USGS QUAD   -  CASTALIA (1981)
 ON0491
 ON0491                         *CURRENT SURVEY CONTROL
 ON0491  ___________________________________________________________________
 ON0491* NAD 83(1986)-  43 06 57.     (N)    091 40 57.     (W)     SCALED    
 ON0491* NAVD 88     -       381.536  (meters)    1251.76   (feet)  ADJUSTED  
 ON0491  ___________________________________________________________________
 ON0491  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 ON0491  DYNAMIC HT  -         381.441 (meters)    1251.44  (feet)  COMP
 ON0491  MODELED GRAV-     980,359.7   (mgal)                       NAVD 88
 ON0491
 ON0491  VERT ORDER  -  SECOND    CLASS 0
 ON0491
 ON0491.The horizontal coordinates were scaled from a topographic map and have
 ON0491.an estimated accuracy of +/- 6 seconds.
 ON0491
 ON0491.The orthometric height was determined by differential leveling
 ON0491.and adjusted by the National Geodetic Survey in June 1991..
 ON0491
 ON0491.The geoid height was determined by GEOID03.
 ON0491
 ON0491.The dynamic height is computed by dividing the NAVD 88
 ON0491.geopotential number by the normal gravity value computed on the
 ON0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0491.degrees latitude (g = 980.6199 gals.).
 ON0491
 ON0491.The modeled gravity was interpolated from observed gravity values.
 ON0491
 ON0491;                    North         East    Units  Estimated Accuracy
 ON0491;SPC IA N     - 1,181,080.    1,647,910.      MT  (+/- 180 meters Scaled)
 ON0491
 ON0491                          SUPERSEDED SURVEY CONTROL
 ON0491
 ON0491  NGVD 29 (??/??/92)  381.565  (m)         1251.85   (f) ADJ UNCH    2 0
 ON0491
 ON0491.Superseded values are not recommended for survey control.
 ON0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0491.See file dsdata.txt to determine how the superseded data were derived.
 ON0491
 ON0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH071745(NAD 83)
 ON0491_MARKER: P = PIPE CAP
 ON0491_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0491_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0491_STAMPING: 1251
 ON0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0491
 ON0491  HISTORY     - Date     Condition        Report By
 ON0491  HISTORY     - UNK      MONUMENTED       USGS
 ON0491  HISTORY     - 1934     GOOD             NGS
 ON0491  HISTORY     - 1984     MARK NOT FOUND   NGS
 ON0491
 ON0491                          STATION DESCRIPTION
 ON0491
 ON0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0491'AT CASTALIA.
 ON0491'AT CASTALIA, WINNESHIEK COUNTY, IN THE SOUTHWEST CORNER OF THE
 ON0491'SCHOOLYARD, 15.8 FEET WEST OF THE WEST CORNER OF THE SCHOOL,
 ON0491'AND 8 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE SIDEWALK LOCATED
 ON0491'ON THE SOUTH SIDE OF THE SCHOOL.  A UNITED STATES GEOLOGICAL
 ON0491'SURVEY STANDARD CAP, STAMPED 1251 AND RIVETED ON THE TOP OF A
 ON0491'3-1/2-INCH IRON PIPE.
 ON0491
 ON0491                          STATION RECOVERY (1984)
 ON0491
 ON0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ON0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0142 ***********************************************************************
 NM0142  DESIGNATION -  126
 NM0142  PID         -  NM0142
 NM0142  STATE/COUNTY-  IA/WOODBURY
 NM0142  USGS QUAD   -  SALIX (1976)
 NM0142
 NM0142                         *CURRENT SURVEY CONTROL
 NM0142  ___________________________________________________________________
 NM0142* NAD 83(1986)-  42 21 20.     (N)    096 19 16.     (W)     SCALED    
 NM0142* NAVD 88     -       330.916  (meters)    1085.68   (feet)  ADJUSTED  
 NM0142  ___________________________________________________________________
 NM0142  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 NM0142  DYNAMIC HT  -         330.811 (meters)    1085.34  (feet)  COMP
 NM0142  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 NM0142
 NM0142  VERT ORDER  -  FIRST     CLASS II
 NM0142
 NM0142.The horizontal coordinates were scaled from a topographic map and have
 NM0142.an estimated accuracy of +/- 6 seconds.
 NM0142
 NM0142.The orthometric height was determined by differential leveling
 NM0142.and adjusted by the National Geodetic Survey in June 1991..
 NM0142
 NM0142.The geoid height was determined by GEOID03.
 NM0142
 NM0142.The dynamic height is computed by dividing the NAVD 88
 NM0142.geopotential number by the normal gravity value computed on the
 NM0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0142.degrees latitude (g = 980.6199 gals.).
 NM0142
 NM0142.The modeled gravity was interpolated from observed gravity values.
 NM0142
 NM0142;                    North         East    Units  Estimated Accuracy
 NM0142;SPC IA N     - 1,098,910.    1,267,630.      MT  (+/- 180 meters Scaled)
 NM0142
 NM0142                          SUPERSEDED SURVEY CONTROL
 NM0142
 NM0142  NGVD 29 (??/??/92)  330.760  (m)         1085.17   (f) ADJ UNCH    1 2
 NM0142
 NM0142.Superseded values are not recommended for survey control.
 NM0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0142.See file dsdata.txt to determine how the superseded data were derived.
 NM0142
 NM0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM206927(NAD 83)
 NM0142_MARKER: DD = SURVEY DISK
 NM0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0142_STAMPING: 126 97
 NM0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0142+STABILITY: SURFACE MOTION
 NM0142
 NM0142  HISTORY     - Date     Condition        Report By
 NM0142  HISTORY     - UNK      MONUMENTED       IAGS
 NM0142  HISTORY     - 1948     GOOD             NGS
 NM0142  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0142
 NM0142                          STATION DESCRIPTION
 NM0142
 NM0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0142'4.1 MI SE FROM SERGEANT BLUFF.
 NM0142'4.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0142'FROM THE STATION AT SERGEANT BLUFF, 0.25 MILE SOUTHEAST OF
 NM0142'T ROAD JUNCTION WITH A GRAVELED ROAD LEADING EAST FROM U.S.
 NM0142'HIGHWAY 75, 87.7 FEET WEST OF AND ACROSS THE HIGHWAY FROM A L
 NM0142'FENCE CORNER, 43.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 NM0142'TRACK, 36.1 FEET SOUTHEAST OF A TELEGRAPH POLE, 35.7 FEET SOUTHWEST
 NM0142'OF THE CENTER LINE OF U.S. HIGHWAY 75, AND SET IN THE TOP OF A
 NM0142'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 NM0142
 NM0142                          STATION RECOVERY (1989)
 NM0142
 NM0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1001 ***********************************************************************
 MJ1001  DESIGNATION -  126/2 BOLT
 MJ1001  PID         -  MJ1001
 MJ1001  STATE/COUNTY-  IA/HARRISON
 MJ1001  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ1001
 MJ1001                         *CURRENT SURVEY CONTROL
 MJ1001  ___________________________________________________________________
 MJ1001* NAD 83(1986)-  41 31 16.     (N)    095 58 30.     (W)     SCALED    
 MJ1001* NAVD 88     -       304.418  (meters)     998.74   (feet)  ADJUSTED  
 MJ1001  ___________________________________________________________________
 MJ1001  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 MJ1001  DYNAMIC HT  -         304.277 (meters)     998.28  (feet)  COMP
 MJ1001  MODELED GRAV-     980,155.0   (mgal)                       NAVD 88
 MJ1001
 MJ1001  VERT ORDER  -  SECOND    CLASS 0
 MJ1001
 MJ1001.The horizontal coordinates were scaled from a topographic map and have
 MJ1001.an estimated accuracy of +/- 6 seconds.
 MJ1001
 MJ1001.The orthometric height was determined by differential leveling
 MJ1001.and adjusted by the National Geodetic Survey in June 1991..
 MJ1001
 MJ1001.The geoid height was determined by GEOID03.
 MJ1001
 MJ1001.The dynamic height is computed by dividing the NAVD 88
 MJ1001.geopotential number by the normal gravity value computed on the
 MJ1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1001.degrees latitude (g = 980.6199 gals.).
 MJ1001
 MJ1001.The modeled gravity was interpolated from observed gravity values.
 MJ1001
 MJ1001;                    North         East    Units  Estimated Accuracy
 MJ1001;SPC IA S     -   171,860.      293,450.      MT  (+/- 180 meters Scaled)
 MJ1001
 MJ1001                          SUPERSEDED SURVEY CONTROL
 MJ1001
 MJ1001  NGVD 29 (??/??/92)  304.275  (m)          998.28   (f) ADJ UNCH    2 0
 MJ1001
 MJ1001.Superseded values are not recommended for survey control.
 MJ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1001.See file dsdata.txt to determine how the superseded data were derived.
 MJ1001
 MJ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG517008(NAD 83)
 MJ1001_MARKER: B = BOLT
 MJ1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1001_SP_SET: STONE
 MJ1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1001+STABILITY: SURFACE MOTION
 MJ1001
 MJ1001  HISTORY     - Date     Condition        Report By
 MJ1001  HISTORY     - UNK      MONUMENTED       MORC
 MJ1001  HISTORY     - 1948     GOOD             NGS
 MJ1001
 MJ1001                          STATION DESCRIPTION
 MJ1001
 MJ1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ1001'3.5 MI SE FROM CALIFORNIA JUNCTION.
 MJ1001'0.5 MILE SOUTH ALONG STATE HIGHWAY 300 FROM THE CHICAGO AND NORTH
 MJ1001'WESTERN RAILROAD STATION AT CALIFORNIA JUNCTION TO ITS JUNCTION
 MJ1001'WITH U.S. HIGHWAY 30, THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD,
 MJ1001'THENCE 0.9 MILE EAST ALONG A FIELD ROAD, THENCE 1.0 MILE SOUTH
 MJ1001'ALONG A DIRT ROAD, IN THE NORTHEAST QUARTER OF A ROAD
 MJ1001'INTERSECTION, IN LINE WITH THE MOST SOUTHERLY ROW OF THREE ROWS
 MJ1001'OF ELM TREES, 78.7 FEET NORTHEAST OF A FENCE CORNER POST LOCATED
 MJ1001'IN THE SOUTHWEST QUARTER OF THE ROAD INTERSECTION, 33.0 FEET
 MJ1001'NORTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 25.0 FEET
 MJ1001'EAST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, THE TOP
 MJ1001'OF A COPPER BOLT LEADED IN AN 18 INCH SQUARE STONE WHICH IS 4.0
 MJ1001'FEET UNDERGROUND AND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 MJ1001'BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1002 ***********************************************************************
 MJ1002  DESIGNATION -  126/2 CAP
 MJ1002  PID         -  MJ1002
 MJ1002  STATE/COUNTY-  IA/HARRISON
 MJ1002  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ1002
 MJ1002                         *CURRENT SURVEY CONTROL
 MJ1002  ___________________________________________________________________
 MJ1002* NAD 83(1986)-  41 31 16.     (N)    095 58 30.     (W)     SCALED    
 MJ1002* NAVD 88     -       305.660  (meters)    1002.82   (feet)  ADJUSTED  
 MJ1002  ___________________________________________________________________
 MJ1002  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 MJ1002  DYNAMIC HT  -         305.519 (meters)    1002.36  (feet)  COMP
 MJ1002  MODELED GRAV-     980,155.0   (mgal)                       NAVD 88
 MJ1002
 MJ1002  VERT ORDER  -  SECOND    CLASS 0
 MJ1002
 MJ1002.The horizontal coordinates were scaled from a topographic map and have
 MJ1002.an estimated accuracy of +/- 6 seconds.
 MJ1002
 MJ1002.The orthometric height was determined by differential leveling
 MJ1002.and adjusted by the National Geodetic Survey in June 1991..
 MJ1002
 MJ1002.The geoid height was determined by GEOID03.
 MJ1002
 MJ1002.The dynamic height is computed by dividing the NAVD 88
 MJ1002.geopotential number by the normal gravity value computed on the
 MJ1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1002.degrees latitude (g = 980.6199 gals.).
 MJ1002
 MJ1002.The modeled gravity was interpolated from observed gravity values.
 MJ1002
 MJ1002;                    North         East    Units  Estimated Accuracy
 MJ1002;SPC IA S     -   171,860.      293,450.      MT  (+/- 180 meters Scaled)
 MJ1002
 MJ1002                          SUPERSEDED SURVEY CONTROL
 MJ1002
 MJ1002  NGVD 29 (??/??/92)  305.500  (m)         1002.29   (f) ADJ UNCH    2 0
 MJ1002
 MJ1002.Superseded values are not recommended for survey control.
 MJ1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1002.See file dsdata.txt to determine how the superseded data were derived.
 MJ1002
 MJ1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG517008(NAD 83)
 MJ1002_MARKER: P = PIPE CAP
 MJ1002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ1002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ1002
 MJ1002  HISTORY     - Date     Condition        Report By
 MJ1002  HISTORY     - UNK      MONUMENTED       MORC
 MJ1002  HISTORY     - 1948     GOOD             NGS
 MJ1002
 MJ1002                          STATION DESCRIPTION
 MJ1002
 MJ1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ1002'3.5 MI SE FROM CALIFORNIA JUNCTION.
 MJ1002'0.5 MILE SOUTH ALONG STATE HIGHWAY 300 FROM THE CHICAGO AND NORTH
 MJ1002'WESTERN RAILROAD STATION AT CALIFORNIA JUNCTION TO ITS JUNCTION
 MJ1002'WITH U.S. HIGHWAY 30, THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD,
 MJ1002'THENCE 0.9 MILE EAST ALONG A FIELD ROAD, THENCE 1.0 MILE SOUTH
 MJ1002'ALONG A DIRT ROAD, IN THE NORTHEAST QUARTER OF A ROAD
 MJ1002'INTERSECTION, IN LINE WITH THE MOST SOUTHERLY ROW OF THREE ROWS
 MJ1002'OF ELM TREES, 78.7 FEET NORTHEAST OF A FENCE CORNER POST LOCATED
 MJ1002'IN THE SOUTHWEST QUARTER OF THE ROAD INTERSECTION, 33.0 FEET
 MJ1002'NORTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 25.0 FEET
 MJ1002'EAST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, THE TOP
 MJ1002'OF A MISSOURI RIVER COMMISSION STANDARD CAP ON THE TOP OF AN IRON
 MJ1002'PIPE WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.  NOTE-- THE IRON
 MJ1002'PIPE IS LEANING SLIGHTLY TO THE WEST AND IT WOULD HAVE BEEN
 MJ1002'IMPOSSIBLE TO PLUMB A ROD ON THE BOLT SO IT WAS DUG OUT AND
 MJ1002'STRAIGHTENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0488 ***********************************************************************
 ON0488  DESIGNATION -  1263
 ON0488  PID         -  ON0488
 ON0488  STATE/COUNTY-  IA/WINNESHIEK
 ON0488  USGS QUAD   -  CALMAR (1981)
 ON0488
 ON0488                         *CURRENT SURVEY CONTROL
 ON0488  ___________________________________________________________________
 ON0488* NAD 83(1986)-  43 08 38.     (N)    091 45 36.     (W)     SCALED    
 ON0488* NAVD 88     -       385.245  (meters)    1263.92   (feet)  ADJUSTED  
 ON0488  ___________________________________________________________________
 ON0488  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 ON0488  DYNAMIC HT  -         385.149 (meters)    1263.61  (feet)  COMP
 ON0488  MODELED GRAV-     980,358.8   (mgal)                       NAVD 88
 ON0488
 ON0488  VERT ORDER  -  SECOND    CLASS 0
 ON0488
 ON0488.The horizontal coordinates were scaled from a topographic map and have
 ON0488.an estimated accuracy of +/- 6 seconds.
 ON0488
 ON0488.The orthometric height was determined by differential leveling
 ON0488.and adjusted by the National Geodetic Survey in June 1991..
 ON0488
 ON0488.The geoid height was determined by GEOID03.
 ON0488
 ON0488.The dynamic height is computed by dividing the NAVD 88
 ON0488.geopotential number by the normal gravity value computed on the
 ON0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0488.degrees latitude (g = 980.6199 gals.).
 ON0488
 ON0488.The modeled gravity was interpolated from observed gravity values.
 ON0488
 ON0488;                    North         East    Units  Estimated Accuracy
 ON0488;SPC IA N     - 1,184,060.    1,641,540.      MT  (+/- 180 meters Scaled)
 ON0488
 ON0488                          SUPERSEDED SURVEY CONTROL
 ON0488
 ON0488  NGVD 29 (??/??/92)  385.266  (m)         1263.99   (f) ADJ UNCH    2 0
 ON0488
 ON0488.Superseded values are not recommended for survey control.
 ON0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0488.See file dsdata.txt to determine how the superseded data were derived.
 ON0488
 ON0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH008775(NAD 83)
 ON0488_MARKER: P = PIPE CAP
 ON0488_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0488_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0488_STAMPING: 1263
 ON0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0488
 ON0488  HISTORY     - Date     Condition        Report By
 ON0488  HISTORY     - UNK      MONUMENTED       USGS
 ON0488  HISTORY     - 1934     GOOD             NGS
 ON0488  HISTORY     - 1984     MARK NOT FOUND   NGS
 ON0488
 ON0488                          STATION DESCRIPTION
 ON0488
 ON0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0488'AT OSSIAN.
 ON0488'AT OSSIAN, WINNESHIEK COUNTY, 115 YARDS SOUTHEAST OF THE SOUTHEAST
 ON0488'RAIL OF THE MAIN TRACK OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0488'PACIFIC RAILROAD, 40 YARDS EAST OF THE EAST CORNER OF A CATHOLIC
 ON0488'CHURCH, 44 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 55,
 ON0488'AND AT THE SOUTHEAST EDGE OF A SIDEWALK.  A UNITED STATES
 ON0488'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1263 AND RIVETED ON THE
 ON0488'TOP OF A 3-1/2-INCH IRON PIPE.
 ON0488
 ON0488                          STATION RECOVERY (1984)
 ON0488
 ON0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ON0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0141 ***********************************************************************
 NM0141  DESIGNATION -  127
 NM0141  PID         -  NM0141
 NM0141  STATE/COUNTY-  IA/WOODBURY
 NM0141  USGS QUAD   -  SALIX (1976)
 NM0141
 NM0141                         *CURRENT SURVEY CONTROL
 NM0141  ___________________________________________________________________
 NM0141* NAD 83(1986)-  42 20 34.     (N)    096 18 41.     (W)     SCALED    
 NM0141* NAVD 88     -       332.271  (meters)    1090.13   (feet)  ADJUSTED  
 NM0141  ___________________________________________________________________
 NM0141  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 NM0141  DYNAMIC HT  -         332.165 (meters)    1089.78  (feet)  COMP
 NM0141  MODELED GRAV-     980,292.6   (mgal)                       NAVD 88
 NM0141
 NM0141  VERT ORDER  -  FIRST     CLASS II
 NM0141
 NM0141.The horizontal coordinates were scaled from a topographic map and have
 NM0141.an estimated accuracy of +/- 6 seconds.
 NM0141
 NM0141.The orthometric height was determined by differential leveling
 NM0141.and adjusted by the National Geodetic Survey in June 1991..
 NM0141
 NM0141.The geoid height was determined by GEOID03.
 NM0141
 NM0141.The dynamic height is computed by dividing the NAVD 88
 NM0141.geopotential number by the normal gravity value computed on the
 NM0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0141.degrees latitude (g = 980.6199 gals.).
 NM0141
 NM0141.The modeled gravity was interpolated from observed gravity values.
 NM0141
 NM0141;                    North         East    Units  Estimated Accuracy
 NM0141;SPC IA N     - 1,097,460.    1,268,380.      MT  (+/- 180 meters Scaled)
 NM0141
 NM0141                          SUPERSEDED SURVEY CONTROL
 NM0141
 NM0141  NGVD 29 (??/??/92)  332.116  (m)         1089.62   (f) ADJ UNCH    1 2
 NM0141
 NM0141.Superseded values are not recommended for survey control.
 NM0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0141.See file dsdata.txt to determine how the superseded data were derived.
 NM0141
 NM0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM214913(NAD 83)
 NM0141_MARKER: DD = SURVEY DISK
 NM0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0141_SP_SET: CONCRETE POST
 NM0141_STAMPING: 127 97
 NM0141_MARK LOGO: IAGS  
 NM0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0141+STABILITY: SURFACE MOTION
 NM0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0141+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1989
 NM0141
 NM0141  HISTORY     - Date     Condition        Report By
 NM0141  HISTORY     - UNK      MONUMENTED       IAGS
 NM0141  HISTORY     - 1948     GOOD             NGS
 NM0141  HISTORY     - 19890911 GOOD             NGS
 NM0141
 NM0141                          STATION DESCRIPTION
 NM0141
 NM0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0141'2.7 MI NW FROM SALIX.
 NM0141'2.7 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0141'FROM THE STATION AT SALIX, 180 YARDS (PACED) NORTHWEST OF A ROAD
 NM0141'CROSSING, 182 YARDS (PACED) SOUTHEAST OF A 40-FOOT RAILWAY
 NM0141'TRESTLE, 130.0 FEET NORTHWEST OF A POINT WHERE A PIPE LINE
 NM0141'CROSSES UNDER THE TRACK, 44.1 FEET NORTHEAST OF THE NORTHEAST
 NM0141'RAIL OF THE TRACK, 36.1 FEET SOUTHWEST OF THE CENTER LINE OF
 NM0141'U.S. HIGHWAY 75, 3.0 FEET NORTH OF THE EXTENDED CENTER LINE OF
 NM0141'A DRIVEWAY LEADING EAST FROM THE HIGHWAY, 1.5 FEET SOUTH OF
 NM0141'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0141'0.5 FOOT ABOVE THE GROUND.
 NM0141
 NM0141                          STATION RECOVERY (1989)
 NM0141
 NM0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0141'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 NM0141'CHANGE--STATION, TO POPLAR STREET, AND 3.0 FEET, TO 9.1 M (29.9 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0136 ***********************************************************************
 NM0136  DESIGNATION -  128
 NM0136  PID         -  NM0136
 NM0136  STATE/COUNTY-  IA/WOODBURY
 NM0136  USGS QUAD   -  SALIX (1976)
 NM0136
 NM0136                         *CURRENT SURVEY CONTROL
 NM0136  ___________________________________________________________________
 NM0136* NAD 83(1986)-  42 19 48.     (N)    096 18 06.     (W)     SCALED    
 NM0136* NAVD 88     -       329.566  (meters)    1081.25   (feet)  ADJUSTED  
 NM0136  ___________________________________________________________________
 NM0136  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 NM0136  DYNAMIC HT  -         329.460 (meters)    1080.90  (feet)  COMP
 NM0136  MODELED GRAV-     980,290.6   (mgal)                       NAVD 88
 NM0136
 NM0136  VERT ORDER  -  FIRST     CLASS II
 NM0136
 NM0136.The horizontal coordinates were scaled from a topographic map and have
 NM0136.an estimated accuracy of +/- 6 seconds.
 NM0136
 NM0136.The orthometric height was determined by differential leveling
 NM0136.and adjusted by the National Geodetic Survey in June 1991..
 NM0136
 NM0136.The geoid height was determined by GEOID03.
 NM0136
 NM0136.The dynamic height is computed by dividing the NAVD 88
 NM0136.geopotential number by the normal gravity value computed on the
 NM0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0136.degrees latitude (g = 980.6199 gals.).
 NM0136
 NM0136.The modeled gravity was interpolated from observed gravity values.
 NM0136
 NM0136;                    North         East    Units  Estimated Accuracy
 NM0136;SPC IA N     - 1,096,020.    1,269,130.      MT  (+/- 180 meters Scaled)
 NM0136
 NM0136                          SUPERSEDED SURVEY CONTROL
 NM0136
 NM0136  NGVD 29 (??/??/92)  329.412  (m)         1080.75   (f) ADJ UNCH    1 2
 NM0136
 NM0136.Superseded values are not recommended for survey control.
 NM0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0136.See file dsdata.txt to determine how the superseded data were derived.
 NM0136
 NM0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM223899(NAD 83)
 NM0136_MARKER: DD = SURVEY DISK
 NM0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0136_STAMPING: 128 97
 NM0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0136+STABILITY: SURFACE MOTION
 NM0136
 NM0136  HISTORY     - Date     Condition        Report By
 NM0136  HISTORY     - UNK      MONUMENTED       IAGS
 NM0136  HISTORY     - 1948     GOOD             NGS
 NM0136  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0136
 NM0136                          STATION DESCRIPTION
 NM0136
 NM0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0136'1.7 MI NW FROM SALIX.
 NM0136'1.7 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0136'FROM THE STATION AT SALIX, AT A ROAD CROSSING, 85.0 FEET SOUTH
 NM0136'OF THE CENTER LINE OF THE ROAD, 61.2 FEET SOUTHEAST OF A RAILWAY
 NM0136'PROPERTY LINE MARKER (A SECTION OF RAIL DRIVEN IN THE GROUND),
 NM0136'41.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 39.6
 NM0136'FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 75, AND SET
 NM0136'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0136
 NM0136                          STATION RECOVERY (1989)
 NM0136
 NM0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0406 ***********************************************************************
 MJ0406  DESIGNATION -  1285
 MJ0406  PID         -  MJ0406
 MJ0406  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0406  USGS QUAD   -  WALNUT (1971)
 MJ0406
 MJ0406                         *CURRENT SURVEY CONTROL
 MJ0406  ___________________________________________________________________
 MJ0406* NAD 83(1986)-  41 28 29.     (N)    095 13 25.     (W)     SCALED    
 MJ0406* NAVD 88     -       391.918  (meters)    1285.82   (feet)  ADJUSTED  
 MJ0406  ___________________________________________________________________
 MJ0406  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 MJ0406  DYNAMIC HT  -         391.764 (meters)    1285.31  (feet)  COMP
 MJ0406  MODELED GRAV-     980,217.8   (mgal)                       NAVD 88
 MJ0406
 MJ0406  VERT ORDER  -  FIRST     CLASS II
 MJ0406
 MJ0406.The horizontal coordinates were scaled from a topographic map and have
 MJ0406.an estimated accuracy of +/- 6 seconds.
 MJ0406
 MJ0406.The orthometric height was determined by differential leveling
 MJ0406.and adjusted by the National Geodetic Survey in June 1991..
 MJ0406
 MJ0406.The geoid height was determined by GEOID03.
 MJ0406
 MJ0406.The dynamic height is computed by dividing the NAVD 88
 MJ0406.geopotential number by the normal gravity value computed on the
 MJ0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0406.degrees latitude (g = 980.6199 gals.).
 MJ0406
 MJ0406.The modeled gravity was interpolated from observed gravity values.
 MJ0406
 MJ0406;                    North         East    Units  Estimated Accuracy
 MJ0406;SPC IA S     -   165,190.      356,040.      MT  (+/- 180 meters Scaled)
 MJ0406
 MJ0406                          SUPERSEDED SURVEY CONTROL
 MJ0406
 MJ0406  NGVD 29 (??/??/92)  391.825  (m)         1285.51   (f) ADJ UNCH    1 2
 MJ0406
 MJ0406.Superseded values are not recommended for survey control.
 MJ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0406.See file dsdata.txt to determine how the superseded data were derived.
 MJ0406
 MJ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF143938(NAD 83)
 MJ0406_MARKER: P = PIPE CAP
 MJ0406_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0406_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0406_STAMPING: 1285.034
 MJ0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0406
 MJ0406  HISTORY     - Date     Condition        Report By
 MJ0406  HISTORY     - UNK      MONUMENTED       CGS
 MJ0406  HISTORY     - 1941     GOOD             NGS
 MJ0406
 MJ0406                          STATION DESCRIPTION
 MJ0406
 MJ0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MJ0406'AT WALNUT.
 MJ0406'AT WALNUT, POTTAWATTAMIE COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 MJ0406'PACIFIC RAILROAD, 282 FEET WEST OF THE WEST END OF THE STATION,
 MJ0406'215 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, IN A FENCE
 MJ0406'CORNER, AND 3 FEET FROM EITHER FENCE.  A UNITED STATES GEOLOGICAL
 MJ0406'SURVEY, STANDARD CAP, STAMPED 1285.034 AND RIVETED ON THE TOP
 MJ0406'OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0135 ***********************************************************************
 NM0135  DESIGNATION -  129
 NM0135  PID         -  NM0135
 NM0135  STATE/COUNTY-  IA/WOODBURY
 NM0135  USGS QUAD   -  SALIX (1976)
 NM0135
 NM0135                         *CURRENT SURVEY CONTROL
 NM0135  ___________________________________________________________________
 NM0135* NAD 83(1986)-  42 18 56.     (N)    096 17 27.     (W)     SCALED    
 NM0135* NAVD 88     -       329.100  (meters)    1079.72   (feet)  ADJUSTED  
 NM0135  ___________________________________________________________________
 NM0135  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 NM0135  DYNAMIC HT  -         328.993 (meters)    1079.37  (feet)  COMP
 NM0135  MODELED GRAV-     980,288.4   (mgal)                       NAVD 88
 NM0135
 NM0135  VERT ORDER  -  FIRST     CLASS II
 NM0135
 NM0135.The horizontal coordinates were scaled from a topographic map and have
 NM0135.an estimated accuracy of +/- 6 seconds.
 NM0135
 NM0135.The orthometric height was determined by differential leveling
 NM0135.and adjusted by the National Geodetic Survey in June 1991..
 NM0135
 NM0135.The geoid height was determined by GEOID03.
 NM0135
 NM0135.The dynamic height is computed by dividing the NAVD 88
 NM0135.geopotential number by the normal gravity value computed on the
 NM0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0135.degrees latitude (g = 980.6199 gals.).
 NM0135
 NM0135.The modeled gravity was interpolated from observed gravity values.
 NM0135
 NM0135;                    North         East    Units  Estimated Accuracy
 NM0135;SPC IA N     - 1,094,390.    1,269,970.      MT  (+/- 180 meters Scaled)
 NM0135
 NM0135                          SUPERSEDED SURVEY CONTROL
 NM0135
 NM0135  NGVD 29 (??/??/92)  328.947  (m)         1079.22   (f) ADJ UNCH    1 2
 NM0135
 NM0135.Superseded values are not recommended for survey control.
 NM0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0135.See file dsdata.txt to determine how the superseded data were derived.
 NM0135
 NM0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM232883(NAD 83)
 NM0135_MARKER: DD = SURVEY DISK
 NM0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0135_STAMPING: 129 97
 NM0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0135+STABILITY: SURFACE MOTION
 NM0135
 NM0135  HISTORY     - Date     Condition        Report By
 NM0135  HISTORY     - UNK      MONUMENTED       IAGS
 NM0135  HISTORY     - 1948     GOOD             NGS
 NM0135  HISTORY     - 1964     MARK NOT FOUND   USGS
 NM0135
 NM0135                          STATION DESCRIPTION
 NM0135
 NM0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0135'0.6 MI NW FROM SALIX.
 NM0135'0.6 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0135'FROM THE STATION AT SALIX, 50.3 FEET NORTH OF THE NORTHEAST END
 NM0135'OF A 4-FOOT CONCRETE TILE CULVERT, 49.0 FEET NORTH OF THE EXTENDED
 NM0135'CENTER LINE OF A ROAD LEADING EAST FROM U.S. HIGHWAY NO. 75, 46.1
 NM0135'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 35.3 FEET
 NM0135'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 7.4 FEET NORTHEAST
 NM0135'OF A TELEGRAPH POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 NM0135'FLUSH WITH THE SURFACE OF THE GROUND.
 NM0135
 NM0135                          STATION RECOVERY (1964)
 NM0135
 NM0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NM0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0249 ***********************************************************************
 MK0249  DESIGNATION -  129/3 BOLT
 MK0249  PID         -  MK0249
 MK0249  STATE/COUNTY-  IA/HARRISON
 MK0249  USGS QUAD   -  MONDAMIN (1970)
 MK0249
 MK0249                         *CURRENT SURVEY CONTROL
 MK0249  ___________________________________________________________________
 MK0249* NAD 83(1986)-  41 41 10.     (N)    096 04 45.     (W)     SCALED    
 MK0249* NAVD 88     -       309.055  (meters)    1013.96   (feet)  ADJUSTED  
 MK0249  ___________________________________________________________________
 MK0249  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 MK0249  DYNAMIC HT  -         308.925 (meters)    1013.53  (feet)  COMP
 MK0249  MODELED GRAV-     980,193.7   (mgal)                       NAVD 88
 MK0249
 MK0249  VERT ORDER  -  SECOND    CLASS 0
 MK0249
 MK0249.The horizontal coordinates were scaled from a topographic map and have
 MK0249.an estimated accuracy of +/- 6 seconds.
 MK0249
 MK0249.The orthometric height was determined by differential leveling
 MK0249.and adjusted by the National Geodetic Survey in June 1991..
 MK0249
 MK0249.The geoid height was determined by GEOID03.
 MK0249
 MK0249.The dynamic height is computed by dividing the NAVD 88
 MK0249.geopotential number by the normal gravity value computed on the
 MK0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0249.degrees latitude (g = 980.6199 gals.).
 MK0249
 MK0249.The modeled gravity was interpolated from observed gravity values.
 MK0249
 MK0249;                    North         East    Units  Estimated Accuracy
 MK0249;SPC IA S     -   190,430.      285,300.      MT  (+/- 180 meters Scaled)
 MK0249
 MK0249                          SUPERSEDED SURVEY CONTROL
 MK0249
 MK0249  NGVD 29 (??/??/92)  308.910  (m)         1013.48   (f) ADJ UNCH    2 0
 MK0249
 MK0249.Superseded values are not recommended for survey control.
 MK0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0249.See file dsdata.txt to determine how the superseded data were derived.
 MK0249
 MK0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM430190(NAD 83)
 MK0249_MARKER: B = BOLT
 MK0249_SETTING: 66 = SET IN ROCK OUTCROP
 MK0249_SP_SET: STONE
 MK0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK0249+STABILITY: POSITION/ELEVATION WELL
 MK0249
 MK0249  HISTORY     - Date     Condition        Report By
 MK0249  HISTORY     - UNK      MONUMENTED       MORC
 MK0249  HISTORY     - 1948     GOOD             NGS
 MK0249  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0249
 MK0249                          STATION DESCRIPTION
 MK0249
 MK0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0249'5.8 MI SW FROM MONDAMIN.
 MK0249'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0249'THE STATION AT MONDAMIN, THENCE 1.95 MILES WEST ALONG A DIRT
 MK0249'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.9 MILE
 MK0249'WEST ALONG A DIRT ROAD, THENCE 1.4 MILES SOUTHERLY ALONG A DIRT ROAD
 MK0249'ON TOP OF A DIKE, THENCE 0.8 MILE SOUTH ALONG A DIRT ROAD, AT A T
 MK0249'ROAD, 26.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 MK0249'WEST, 22.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 MK0249'ROAD, 0.7 FOOT NORTH OF A CORNER FENCE POST, 1.4 FEET EAST OF A
 MK0249'REFERENCE POST.  THE TOP OF A COPPER BOLT LEADED IN A STONE
 MK0249'18-INCHES SQUARE AND SET 4.1 FEET UNDERGROUND, ACCESS TO WHICH
 MK0249'IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 MK0249'STANDARD CAP.
 MK0249
 MK0249                          STATION RECOVERY (1974)
 MK0249
 MK0249'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0250 ***********************************************************************
 MK0250  DESIGNATION -  129/3 CAP
 MK0250  PID         -  MK0250
 MK0250  STATE/COUNTY-  IA/HARRISON
 MK0250  USGS QUAD   -  MONDAMIN (1970)
 MK0250
 MK0250                         *CURRENT SURVEY CONTROL
 MK0250  ___________________________________________________________________
 MK0250* NAD 83(1986)-  41 41 10.     (N)    096 04 45.     (W)     SCALED    
 MK0250* NAVD 88     -       310.305  (meters)    1018.06   (feet)  ADJUSTED  
 MK0250  ___________________________________________________________________
 MK0250  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 MK0250  DYNAMIC HT  -         310.174 (meters)    1017.63  (feet)  COMP
 MK0250  MODELED GRAV-     980,193.7   (mgal)                       NAVD 88
 MK0250
 MK0250  VERT ORDER  -  SECOND    CLASS 0
 MK0250
 MK0250.The horizontal coordinates were scaled from a topographic map and have
 MK0250.an estimated accuracy of +/- 6 seconds.
 MK0250
 MK0250.The orthometric height was determined by differential leveling
 MK0250.and adjusted by the National Geodetic Survey in June 1991..
 MK0250
 MK0250.The geoid height was determined by GEOID03.
 MK0250
 MK0250.The dynamic height is computed by dividing the NAVD 88
 MK0250.geopotential number by the normal gravity value computed on the
 MK0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0250.degrees latitude (g = 980.6199 gals.).
 MK0250
 MK0250.The modeled gravity was interpolated from observed gravity values.
 MK0250
 MK0250;                    North         East    Units  Estimated Accuracy
 MK0250;SPC IA S     -   190,430.      285,300.      MT  (+/- 180 meters Scaled)
 MK0250
 MK0250                          SUPERSEDED SURVEY CONTROL
 MK0250
 MK0250  NGVD 29 (??/??/92)  310.160  (m)         1017.58   (f) ADJ UNCH    2 0
 MK0250
 MK0250.Superseded values are not recommended for survey control.
 MK0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0250.See file dsdata.txt to determine how the superseded data were derived.
 MK0250
 MK0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM430190(NAD 83)
 MK0250_MARKER: P = PIPE CAP
 MK0250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0250_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MK0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0250
 MK0250  HISTORY     - Date     Condition        Report By
 MK0250  HISTORY     - UNK      MONUMENTED       MORC
 MK0250  HISTORY     - 1948     GOOD             NGS
 MK0250  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0250
 MK0250                          STATION DESCRIPTION
 MK0250
 MK0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0250'5.8 MI SW FROM MONDAMIN.
 MK0250'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0250'THE STATION AT MONDAMIN, THENCE 1.95 MILE WEST ALONG A DIRT ROAD,
 MK0250'THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.9 MILE WEST
 MK0250'ALONG A DIRT ROAD, THENCE 1.4 MILES SOUTHERLY ALONG A DIRT ROAD
 MK0250'ON TOP OF A DIKE, THENCE 0.8 MILE SOUTH ALONG A DIRT ROAD, AT A
 MK0250'T ROAD, 26.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 MK0250'WEST, 22.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 MK0250'0.7 FOOT NORTH OF A CORNER FENCE POST, 1.4 FEET EAST OF A
 MK0250'REFERENCE POST.  THE TOP OF A MISSOURI RIVER COMMISSION STANDARD
 MK0250'CAP.
 MK0250
 MK0250                          STATION RECOVERY (1974)
 MK0250
 MK0250'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0356 ***********************************************************************
 MJ0356  DESIGNATION -  1294
 MJ0356  PID         -  MJ0356
 MJ0356  STATE/COUNTY-  IA/SHELBY
 MJ0356  USGS QUAD   -  SHELBY (1978)
 MJ0356
 MJ0356                         *CURRENT SURVEY CONTROL
 MJ0356  ___________________________________________________________________
 MJ0356* NAD 83(1986)-  41 30 54.     (N)    095 27 09.     (W)     SCALED    
 MJ0356* NAVD 88     -       394.684  (meters)    1294.89   (feet)  ADJUSTED  
 MJ0356  ___________________________________________________________________
 MJ0356  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 MJ0356  DYNAMIC HT  -         394.509 (meters)    1294.32  (feet)  COMP
 MJ0356  MODELED GRAV-     980,166.2   (mgal)                       NAVD 88
 MJ0356
 MJ0356  VERT ORDER  -  FIRST     CLASS II
 MJ0356
 MJ0356.The horizontal coordinates were scaled from a topographic map and have
 MJ0356.an estimated accuracy of +/- 6 seconds.
 MJ0356
 MJ0356.The orthometric height was determined by differential leveling
 MJ0356.and adjusted by the National Geodetic Survey in June 1991..
 MJ0356
 MJ0356.The geoid height was determined by GEOID03.
 MJ0356
 MJ0356.The dynamic height is computed by dividing the NAVD 88
 MJ0356.geopotential number by the normal gravity value computed on the
 MJ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0356.degrees latitude (g = 980.6199 gals.).
 MJ0356
 MJ0356.The modeled gravity was interpolated from observed gravity values.
 MJ0356
 MJ0356;                    North         East    Units  Estimated Accuracy
 MJ0356;SPC IA S     -   170,070.      337,030.      MT  (+/- 180 meters Scaled)
 MJ0356
 MJ0356                          SUPERSEDED SURVEY CONTROL
 MJ0356
 MJ0356  NGVD 29 (??/??/92)  394.562  (m)         1294.49   (f) ADJ UNCH    1 2
 MJ0356
 MJ0356.Superseded values are not recommended for survey control.
 MJ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0356.See file dsdata.txt to determine how the superseded data were derived.
 MJ0356
 MJ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF953988(NAD 83)
 MJ0356_MARKER: P = PIPE CAP
 MJ0356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0356_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0356_STAMPING: 1294.341
 MJ0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0356
 MJ0356  HISTORY     - Date     Condition        Report By
 MJ0356  HISTORY     - UNK      MONUMENTED       USGS
 MJ0356  HISTORY     - 1949     GOOD             NGS
 MJ0356
 MJ0356                          STATION DESCRIPTION
 MJ0356
 MJ0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0356'AT SHELBY.
 MJ0356'AT SHELBY, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY,
 MJ0356'AT THE SOUTHEAST CORNER OF THE CITY PARK, 215.0 FEET NORTHWEST
 MJ0356'OF THE NORTHWEST CORNER OF THE STATION, 147.4 FEET WEST OF THE
 MJ0356'WEST RAIL OF THE MAIN TRACK, 168.4 FEET EAST OF A FIRE HYDRANT
 MJ0356'ALONG THE WEST SIDE OF THE PARK, 24.3 FEET EAST OF A POWER LINE POLE,
 MJ0356'2.0 FEET SOUTH OF THE SOUTH EDGE OF AN EAST-WEST SIDEWALK, 0.7
 MJ0356'FOOT WEST OF A REFERENCE POST, LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0519 ***********************************************************************
 MG0519  DESIGNATION -  13
 MG0519  PID         -  MG0519
 MG0519  STATE/COUNTY-  IA/JOHNSON
 MG0519  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0519
 MG0519                         *CURRENT SURVEY CONTROL
 MG0519  ___________________________________________________________________
 MG0519* NAD 83(1986)-  41 38 34.     (N)    091 32 22.     (W)     SCALED    
 MG0519* NAVD 88     -       196.531  (meters)     644.79   (feet)  ADJUSTED  
 MG0519  ___________________________________________________________________
 MG0519  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MG0519  DYNAMIC HT  -         196.456 (meters)     644.54  (feet)  COMP
 MG0519  MODELED GRAV-     980,237.8   (mgal)                       NAVD 88
 MG0519
 MG0519  VERT ORDER  -  FIRST     CLASS II
 MG0519
 MG0519.The horizontal coordinates were scaled from a topographic map and have
 MG0519.an estimated accuracy of +/- 6 seconds.
 MG0519
 MG0519.The orthometric height was determined by differential leveling
 MG0519.and adjusted by the National Geodetic Survey in June 1991..
 MG0519
 MG0519.The geoid height was determined by GEOID03.
 MG0519
 MG0519.The dynamic height is computed by dividing the NAVD 88
 MG0519.geopotential number by the normal gravity value computed on the
 MG0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0519.degrees latitude (g = 980.6199 gals.).
 MG0519
 MG0519.The modeled gravity was interpolated from observed gravity values.
 MG0519
 MG0519;                    North         East    Units  Estimated Accuracy
 MG0519;SPC IA S     -   184,270.      663,320.      MT  (+/- 180 meters Scaled)
 MG0519
 MG0519                          SUPERSEDED SURVEY CONTROL
 MG0519
 MG0519  NGVD 29 (??/??/92)  196.566  (m)          644.90   (f) ADJ UNCH    1 2
 MG0519
 MG0519.Superseded values are not recommended for survey control.
 MG0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0519.See file dsdata.txt to determine how the superseded data were derived.
 MG0519
 MG0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG216111(NAD 83)
 MG0519_MARKER: Z = SEE DESCRIPTION
 MG0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0519_SP_SET: CULVERT
 MG0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0519
 MG0519  HISTORY     - Date     Condition        Report By
 MG0519  HISTORY     - 1934     MONUMENTED       IOWAGS
 MG0519  HISTORY     - 1964     GOOD             NGS
 MG0519  HISTORY     - 19910427 MARK NOT FOUND   USPSQD
 MG0519  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0519
 MG0519                          STATION DESCRIPTION
 MG0519
 MG0519'DESCRIBED BY IOWA GEODETIC SURVEY 1934
 MG0519'0.3 MI S FROM IOWA CITY.
 MG0519'0.3 MILE SOUTH ALONG U.S. HIGHWAY 218 FROM THE INTERSECTION OF
 MG0519'STATE HIGHWAY 1 AT IOWA CITY, JOHNSON COUNTY, NEAR THE NORTHEAST
 MG0519'CORNER OF IOWA CITY AIRPORT, AT PAVEMENT STATION 9+70, AT A 2-
 MG0519'BY 2-FOOT CONCRETE-BOX CULVERT, IN THE TOP OF THE WEST HEAD WALL,
 MG0519'AND 18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A REINFORCING
 MG0519'BAR.
 MG0519
 MG0519                          STATION RECOVERY (1964)
 MG0519
 MG0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0519'RECOVERED IN GOOD CONDITION.
 MG0519
 MG0519                          STATION RECOVERY (1991)
 MG0519
 MG0519'RECOVERY NOTE BY US POWER SQUADRON 1991 (JK)
 MG0519'MARK NOT FOUND.
 MG0519
 MG0519                          STATION RECOVERY (1998)
 MG0519
 MG0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0519'THE HEADWALL HAS BEEN REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1161 ***********************************************************************
 MJ1161  DESIGNATION -  130
 MJ1161  PID         -  MJ1161
 MJ1161  STATE/COUNTY-  IA/CRAWFORD
 MJ1161  USGS QUAD   -  MANILLA (1978)
 MJ1161
 MJ1161                         *CURRENT SURVEY CONTROL
 MJ1161  ___________________________________________________________________
 MJ1161* NAD 83(1996)-  41 56 30.50523(N)    095 09 01.75195(W)     ADJUSTED  
 MJ1161* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 MJ1161  ___________________________________________________________________
 MJ1161  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 MJ1161  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 MJ1161
 MJ1161  HORZ ORDER  -  SECOND
 MJ1161
 MJ1161.The horizontal coordinates were established by classical geodetic methods
 MJ1161.and adjusted by the National Geodetic Survey in May 1999..
 MJ1161
 MJ1161.The orthometric height was scaled from a topographic map.
 MJ1161
 MJ1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1161
 MJ1161.The geoid height was determined by GEOID03.
 MJ1161
 MJ1161;                    North         East     Units Scale Factor Converg.
 MJ1161;SPC IA N     - 1,050,410.703 1,363,136.678   MT  1.00002501   -1 07 07.0
 MJ1161;SPC IA S     -   216,943.566   363,135.240   MT  1.00003199   -1 05 13.8
 MJ1161;UTM  15      - 4,645,551.706   321,735.098   MT  0.99999105   -1 26 15.8
 MJ1161
 MJ1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1161!SPC IA N     -   0.99993164  x   1.00002501  =   0.99995665
 MJ1161!SPC IA S     -   0.99993164  x   1.00003199  =   0.99996363
 MJ1161!UTM  15      -   0.99993164  x   0.99999105  =   0.99992269
 MJ1161
 MJ1161                          SUPERSEDED SURVEY CONTROL
 MJ1161
 MJ1161  NAD 83(1996)-  41 56 30.50154(N)    095 09 01.75810(W) AD(       ) 2
 MJ1161  NAD 83(1986)-  41 56 30.50169(N)    095 09 01.75817(W) AD(       ) 2
 MJ1161  NAD 27      -  41 56 30.55600(N)    095 09 00.77100(W) AD(       ) 2
 MJ1161
 MJ1161.Superseded values are not recommended for survey control.
 MJ1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1161.See file dsdata.txt to determine how the superseded data were derived.
 MJ1161
 MJ1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG2173545552(NAD 83)
 MJ1161_MARKER: DD = SURVEY DISK
 MJ1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1161_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1161+STABILITY: SURFACE MOTION
 MJ1161
 MJ1161  HISTORY     - Date     Condition        Report By
 MJ1161  HISTORY     - 1950     MONUMENTED       IOWAGS
 MJ1161  HISTORY     - 1973     GOOD             NGS
 MJ1161
 MJ1161                          STATION DESCRIPTION
 MJ1161
 MJ1161'DESCRIBED BY IOWA GEODETIC SURVEY 1950 (JCT)
 MJ1161'THE STATION IS LOCATED ABOUT 2 MILES NORTH AND 1/2 MILE WEST
 MJ1161'OF ASPINWALL AND ABOUT 4 MILES NORTH AND 4 MILES EAST OF
 MJ1161'MANILLA ON THE RIGHT-OF-WAY OF COUNTY ROUTE K.  IT IS 35
 MJ1161'FEET EAST OF THE CENTERLINE OF COUNTY ROUTE K, 7.3 FEET SOUTH
 MJ1161'OF A WHITE WITNESS POST AND 0.6 FOOT WEST OF A FENCELINE.
 MJ1161'THE DISK IS A STANDARD U.S.C. AND G. AND STATE SURVEY MARK.
 MJ1161'THE MARK IS A 4 X 4 CONCRETE POST AND PROJECTS ABOUT 2 INCHES.
 MJ1161'THE DISK IS STAMPED NO 130 (IA. GEOD. S.).
 MJ1161'
 MJ1161'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 MJ1161'ASPIN TO NO 130 (IA. GEOD. S.) MARK.  THE DISTANCE IS 14.32 FEET
 MJ1161'AND 4.364 METERS.
 MJ1161'
 MJ1161'TO REACH THE STATION FROM THE UNDERPASS JUST EAST OF THE JUNCTION
 MJ1161'OF STATE HIGHWAYS 141 AND 45 ABOUT 2.0 MILES NORTH OF MANILLA,
 MJ1161'GO EAST ON STATE HIGHWAY 141 FOR 3.8 MILES TO ITS JUNCTION
 MJ1161'WITH COUNTY ROUTE K.  TURN LEFT (NORTH) AND GO 2.0 MILES TO A
 MJ1161'CROSSROADS AND SCHOOL HOUSE IN NORTHEAST ANGLE.  CONTINUE
 MJ1161'NORTH FOR 0.4 MILE TO STATION ON RIGHT AS DESCRIBED.
 MJ1161
 MJ1161                          STATION RECOVERY (1973)
 MJ1161
 MJ1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 MJ1161'THIS STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND THE
 MJ1161'MARK IS IN GOOD CONDITION.
 MJ1161'
 MJ1161'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 MJ1161'NORTH AND 1/2 MILE WEST OF ASPINWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0179 ***********************************************************************
 MK0179  DESIGNATION -  132/3 BOLT
 MK0179  PID         -  MK0179
 MK0179  STATE/COUNTY-  IA/HARRISON
 MK0179  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0179
 MK0179                         *CURRENT SURVEY CONTROL
 MK0179  ___________________________________________________________________
 MK0179* NAD 83(1986)-  41 51 57.     (N)    096 07 21.     (W)     SCALED    
 MK0179* NAVD 88     -       314.388  (meters)    1031.45   (feet)  ADJUSTED  
 MK0179  ___________________________________________________________________
 MK0179  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MK0179  DYNAMIC HT  -         314.268 (meters)    1031.06  (feet)  COMP
 MK0179  MODELED GRAV-     980,231.8   (mgal)                       NAVD 88
 MK0179
 MK0179  VERT ORDER  -  SECOND    CLASS 0
 MK0179
 MK0179.The horizontal coordinates were scaled from a topographic map and have
 MK0179.an estimated accuracy of +/- 6 seconds.
 MK0179
 MK0179.The orthometric height was determined by differential leveling
 MK0179.and adjusted by the National Geodetic Survey in June 1991..
 MK0179
 MK0179.The geoid height was determined by GEOID03.
 MK0179
 MK0179.The dynamic height is computed by dividing the NAVD 88
 MK0179.geopotential number by the normal gravity value computed on the
 MK0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0179.degrees latitude (g = 980.6199 gals.).
 MK0179
 MK0179.The modeled gravity was interpolated from observed gravity values.
 MK0179
 MK0179;                    North         East    Units  Estimated Accuracy
 MK0179;SPC IA S     -   210,490.      282,300.      MT  (+/- 180 meters Scaled)
 MK0179
 MK0179                          SUPERSEDED SURVEY CONTROL
 MK0179
 MK0179  NGVD 29 (??/??/92)  314.239  (m)         1030.97   (f) ADJ UNCH    2 0
 MK0179
 MK0179.Superseded values are not recommended for survey control.
 MK0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0179.See file dsdata.txt to determine how the superseded data were derived.
 MK0179
 MK0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM388388(NAD 83)
 MK0179_MARKER: B = BOLT
 MK0179_SETTING: 66 = SET IN ROCK OUTCROP
 MK0179_SP_SET: STONE
 MK0179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK0179+STABILITY: POSITION/ELEVATION WELL
 MK0179
 MK0179  HISTORY     - Date     Condition        Report By
 MK0179  HISTORY     - UNK      MONUMENTED       MORC
 MK0179  HISTORY     - 1948     GOOD             NGS
 MK0179  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0179
 MK0179                          STATION DESCRIPTION
 MK0179
 MK0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0179'6.2 MI NW FROM RIVER SIOUX.
 MK0179'3.1 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0179'FROM THE STATION AT RIVER SIOUX, THENCE 1.4 MILES NORTHWEST
 MK0179'ALONG U.S. HIGHWAY NO. 75, THENCE 1.0 MILE WEST ALONG A DIRT
 MK0179'ROAD, THENCE 0.7 MILE NORTHWEST ALONG A DIRT ROAD, 105.4 FEET
 MK0179'SOUTH OF THE SOUTHEAST CORNER OF A CORN CRIB, 68.0 FEET SOUTHEAST
 MK0179'OF THE CENTER LINE OF A TRAIL, 23.0 FEET SOUTHWEST OF THE CENTER
 MK0179'LINE OF THE ROAD, 1.0 FOOT SOUTHWEST OF A FENCE, 1.6 FEET
 MK0179'WEST OF A REFERENCE POST.  THE TOP OF A COPPER BOLT LEADED
 MK0179'IN A STONE 18-INCHES SQUARE AND SET 4.0 FEET UNDERGROUND,
 MK0179'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI
 MK0179'RIVER COMMISSION STANDARD CAP.
 MK0179
 MK0179                          STATION RECOVERY (1970)
 MK0179
 MK0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0180 ***********************************************************************
 MK0180  DESIGNATION -  132/3 CAP
 MK0180  PID         -  MK0180
 MK0180  STATE/COUNTY-  IA/HARRISON
 MK0180  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0180
 MK0180                         *CURRENT SURVEY CONTROL
 MK0180  ___________________________________________________________________
 MK0180* NAD 83(1986)-  41 51 58.     (N)    096 07 21.     (W)     SCALED    
 MK0180* NAVD 88     -       315.651  (meters)    1035.60   (feet)  ADJUSTED  
 MK0180  ___________________________________________________________________
 MK0180  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MK0180  DYNAMIC HT  -         315.530 (meters)    1035.20  (feet)  COMP
 MK0180  MODELED GRAV-     980,231.8   (mgal)                       NAVD 88
 MK0180
 MK0180  VERT ORDER  -  SECOND    CLASS 0
 MK0180
 MK0180.The horizontal coordinates were scaled from a topographic map and have
 MK0180.an estimated accuracy of +/- 6 seconds.
 MK0180
 MK0180.The orthometric height was determined by differential leveling
 MK0180.and adjusted by the National Geodetic Survey in June 1991..
 MK0180
 MK0180.The geoid height was determined by GEOID03.
 MK0180
 MK0180.The dynamic height is computed by dividing the NAVD 88
 MK0180.geopotential number by the normal gravity value computed on the
 MK0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0180.degrees latitude (g = 980.6199 gals.).
 MK0180
 MK0180.The modeled gravity was interpolated from observed gravity values.
 MK0180
 MK0180;                    North         East    Units  Estimated Accuracy
 MK0180;SPC IA S     -   210,520.      282,300.      MT  (+/- 180 meters Scaled)
 MK0180
 MK0180                          SUPERSEDED SURVEY CONTROL
 MK0180
 MK0180  NGVD 29 (??/??/92)  315.504  (m)         1035.12   (f) ADJ UNCH    2 0
 MK0180
 MK0180.Superseded values are not recommended for survey control.
 MK0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0180.See file dsdata.txt to determine how the superseded data were derived.
 MK0180
 MK0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM388389(NAD 83)
 MK0180_MARKER: P = PIPE CAP
 MK0180_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0180_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MK0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0180
 MK0180  HISTORY     - Date     Condition        Report By
 MK0180  HISTORY     - UNK      MONUMENTED       CGS
 MK0180  HISTORY     - 1948     GOOD             NGS
 MK0180  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0180
 MK0180                          STATION DESCRIPTION
 MK0180
 MK0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0180'6.2 MI NW FROM RIVER SIOUX.
 MK0180'3.1 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0180'FROM THE STATION AT RIVER SIOUX, THENCE 1.4 MILES NORTHWEST
 MK0180'ALONG U.S. HIGHWAY NO. 75, THENCE 1.0 MILE WEST ALONG A DIRT
 MK0180'ROAD, THENCE 0.7 MILE NORTHWEST ALONG A DIRT ROAD, 105.4
 MK0180'FEET SOUTH OF THE SOUTHEAST CORNER OF A CORN CRIB, 68.0 FEET
 MK0180'SOUTHEAST OF THE CENTER LINE OF A TRAIL, 23.0 FEET SOUTHWEST
 MK0180'OF THE CENTER LINE OF THE ROAD, 1.0 FOOT SOUTHWEST OF A FENCE,
 MK0180'1.6 FEET WEST OF A REFERENCE POST.  THE TOP OF A MISSOURI
 MK0180'RIVER COMMISSION STANDARD CAP.
 MK0180
 MK0180                          STATION RECOVERY (1970)
 MK0180
 MK0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0288 ***********************************************************************
 NM0288  DESIGNATION -  138/2 BOLT
 NM0288  PID         -  NM0288
 NM0288  STATE/COUNTY-  IA/MONONA
 NM0288  USGS QUAD   -  ALBATON (1969)
 NM0288
 NM0288                         *CURRENT SURVEY CONTROL
 NM0288  ___________________________________________________________________
 NM0288* NAD 83(1986)-  42 10 00.     (N)    096 18 34.     (W)     SCALED    
 NM0288* NAVD 88     -       325.294  (meters)    1067.24   (feet)  ADJUSTED  
 NM0288  ___________________________________________________________________
 NM0288  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 NM0288  DYNAMIC HT  -         325.183 (meters)    1066.87  (feet)  COMP
 NM0288  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 NM0288
 NM0288  VERT ORDER  -  SECOND    CLASS 0
 NM0288
 NM0288.The horizontal coordinates were scaled from a topographic map and have
 NM0288.an estimated accuracy of +/- 6 seconds.
 NM0288
 NM0288.The orthometric height was determined by differential leveling
 NM0288.and adjusted by the National Geodetic Survey in June 1991..
 NM0288
 NM0288.The geoid height was determined by GEOID03.
 NM0288
 NM0288.The dynamic height is computed by dividing the NAVD 88
 NM0288.geopotential number by the normal gravity value computed on the
 NM0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0288.degrees latitude (g = 980.6199 gals.).
 NM0288
 NM0288.The modeled gravity was interpolated from observed gravity values.
 NM0288
 NM0288;                    North         East    Units  Estimated Accuracy
 NM0288;SPC IA N     - 1,077,910.    1,267,890.      MT  (+/- 180 meters Scaled)
 NM0288
 NM0288                          SUPERSEDED SURVEY CONTROL
 NM0288
 NM0288  NGVD 29 (??/??/92)  325.148  (m)         1066.76   (f) ADJ UNCH    2 0
 NM0288
 NM0288.Superseded values are not recommended for survey control.
 NM0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0288.See file dsdata.txt to determine how the superseded data were derived.
 NM0288
 NM0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM222717(NAD 83)
 NM0288_MARKER: B = BOLT
 NM0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0288_SP_SET: STONE
 NM0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0288+STABILITY: SURFACE MOTION
 NM0288
 NM0288  HISTORY     - Date     Condition        Report By
 NM0288  HISTORY     - UNK      MONUMENTED       MORC
 NM0288  HISTORY     - 1948     GOOD             NGS
 NM0288
 NM0288                          STATION DESCRIPTION
 NM0288
 NM0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0288'2.4 MI SW FROM ALBATON.
 NM0288'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0288'AT ALBATON, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.3
 NM0288'MILES SOUTH ALONG A DIRT ROAD, 1.0 MILE EAST AND 0.3 MILE SOUTH
 NM0288'OF BENCH MARK S 140 1948, ABOUT 500.0 FEET SOUTHEAST OF A LARGE
 NM0288'WHITE BARN ON THE WEST SIDE OF THE ROAD, 44.0 FEET NORTH OF THE
 NM0288'CENTER LINE OF A PRIVATE ROAD LEADING EAST INTO A FIELD, 30.0
 NM0288'FEET EAST OF THE CENTER LINE OF THE ROAD, 4.3 FEET WEST OF A
 NM0288'FENCE, 1.5 FEET NORTH OF A REFERENCE POST.  THE TOP OF A COPPER
 NM0288'BOLT LEADED IN A STONE 18-INCHES SQUARE AND SET 4.0 FEET
 NM0288'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 NM0288'A MISSOURI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0287 ***********************************************************************
 NM0287  DESIGNATION -  138/2 CAP
 NM0287  PID         -  NM0287
 NM0287  STATE/COUNTY-  IA/MONONA
 NM0287  USGS QUAD   -  ALBATON (1969)
 NM0287
 NM0287                         *CURRENT SURVEY CONTROL
 NM0287  ___________________________________________________________________
 NM0287* NAD 83(1986)-  42 09 59.     (N)    096 18 34.     (W)     SCALED    
 NM0287* NAVD 88     -       326.536  (meters)    1071.31   (feet)  ADJUSTED  
 NM0287  ___________________________________________________________________
 NM0287  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 NM0287  DYNAMIC HT  -         326.425 (meters)    1070.95  (feet)  COMP
 NM0287  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 NM0287
 NM0287  VERT ORDER  -  SECOND    CLASS 0
 NM0287
 NM0287.The horizontal coordinates were scaled from a topographic map and have
 NM0287.an estimated accuracy of +/- 6 seconds.
 NM0287
 NM0287.The orthometric height was determined by differential leveling
 NM0287.and adjusted by the National Geodetic Survey in June 1991..
 NM0287
 NM0287.The geoid height was determined by GEOID03.
 NM0287
 NM0287.The dynamic height is computed by dividing the NAVD 88
 NM0287.geopotential number by the normal gravity value computed on the
 NM0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0287.degrees latitude (g = 980.6199 gals.).
 NM0287
 NM0287.The modeled gravity was interpolated from observed gravity values.
 NM0287
 NM0287;                    North         East    Units  Estimated Accuracy
 NM0287;SPC IA N     - 1,077,880.    1,267,890.      MT  (+/- 180 meters Scaled)
 NM0287
 NM0287                          SUPERSEDED SURVEY CONTROL
 NM0287
 NM0287  NGVD 29 (??/??/92)  326.391  (m)         1070.83   (f) ADJ UNCH    2 0
 NM0287
 NM0287.Superseded values are not recommended for survey control.
 NM0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0287.See file dsdata.txt to determine how the superseded data were derived.
 NM0287
 NM0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM222717(NAD 83)
 NM0287_MARKER: P = PIPE CAP
 NM0287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0287_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0287
 NM0287  HISTORY     - Date     Condition        Report By
 NM0287  HISTORY     - UNK      MONUMENTED       MORC
 NM0287  HISTORY     - 1948     GOOD             NGS
 NM0287
 NM0287                          STATION DESCRIPTION
 NM0287
 NM0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0287'2.4 MI SW FROM ALBATON.
 NM0287'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0287'AT ALBATON, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.3
 NM0287'MILES SOUTH ALONG A DIRT ROAD, 1.0 MILE EAST AND 0.3 MILE SOUTH
 NM0287'OF BENCH MARK S 140 1948, ABOUT 500.0 FEET SOUTHEAST OF A LARGE
 NM0287'WHITE BARN ON THE WEST SIDE OF THE ROAD, 44.0 FEET NORTH OF THE
 NM0287'CENTER LINE OF A PRIVATE ROAD LEADING EAST INTO A FIELD, 30.0
 NM0287'FEET EAST OF THE CENTER LINE OF THE ROAD, 4.3 FEET WEST OF A
 NM0287'FENCE, 1.5 FEET NORTH OF A REFERENCE POST, PROJECTING ABOUT 2.0
 NM0287'FEET ABOVE THE GROUND.  THE TOP OF A MISSOURI RIVER COMMISSION
 NM0287'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0550 ***********************************************************************
 MG0550  DESIGNATION -  14
 MG0550  PID         -  MG0550
 MG0550  STATE/COUNTY-  IA/JOHNSON
 MG0550  USGS QUAD   -  ELY (1994)
 MG0550
 MG0550                         *CURRENT SURVEY CONTROL
 MG0550  ___________________________________________________________________
 MG0550* NAD 83(1986)-  41 45 13.     (N)    091 36 11.     (W)     SCALED    
 MG0550* NAVD 88     -       235.457  (meters)     772.50   (feet)  ADJUSTED  
 MG0550  ___________________________________________________________________
 MG0550  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 MG0550  DYNAMIC HT  -         235.367 (meters)     772.20  (feet)  COMP
 MG0550  MODELED GRAV-     980,234.1   (mgal)                       NAVD 88
 MG0550
 MG0550  VERT ORDER  -  FIRST     CLASS II
 MG0550
 MG0550.The horizontal coordinates were scaled from a topographic map and have
 MG0550.an estimated accuracy of +/- 6 seconds.
 MG0550
 MG0550.The orthometric height was determined by differential leveling
 MG0550.and adjusted by the National Geodetic Survey in June 1991..
 MG0550
 MG0550.The geoid height was determined by GEOID03.
 MG0550
 MG0550.The dynamic height is computed by dividing the NAVD 88
 MG0550.geopotential number by the normal gravity value computed on the
 MG0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0550.degrees latitude (g = 980.6199 gals.).
 MG0550
 MG0550.The modeled gravity was interpolated from observed gravity values.
 MG0550
 MG0550;                    North         East    Units  Estimated Accuracy
 MG0550;SPC IA S     -   196,460.      657,760.      MT  (+/- 180 meters Scaled)
 MG0550
 MG0550                          SUPERSEDED SURVEY CONTROL
 MG0550
 MG0550  NGVD 29 (??/??/92)  235.49   (m)          772.6    (f) COMPUTED    1 2
 MG0550
 MG0550.Superseded values are not recommended for survey control.
 MG0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0550.See file dsdata.txt to determine how the superseded data were derived.
 MG0550
 MG0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG161233(NAD 83)
 MG0550_MARKER: Z = SEE DESCRIPTION
 MG0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0550_SP_SET: CULVERT
 MG0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0550
 MG0550  HISTORY     - Date     Condition        Report By
 MG0550  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0550  HISTORY     - 1935     GOOD             IAGS
 MG0550  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0550
 MG0550                          STATION DESCRIPTION
 MG0550
 MG0550'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0550'0.5 MI NW FROM NORTH LIBERTY.
 MG0550'0.5 MILES NORTHWEST ALONG U.S. HIGHWAY 218 FROM THE INTERSECTION
 MG0550'OF MAIN STREET AT NORTH LIBERTY, JOHNSON COUNTY, AT THE NORTH EDGE
 MG0550'OF TOWN, IN THE NORTHEAST QUARTER OF SEC. 12, T.80 N., R.7 W.,
 MG0550'AT PAVEMENT STATION 373+45, AT A 24-INCH TILE CULVERT, IN THE TOP
 MG0550'OF THE NORTHEAST HEAD WALL, AND 16 FEET NORTHEAST OF THE CENTERLINE
 MG0550'OF THE HIGHWAY.  A REINFORCING BAR.
 MG0550
 MG0550                          STATION RECOVERY (1998)
 MG0550
 MG0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0550'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0352 ***********************************************************************
 MJ0352  DESIGNATION -  14 25
 MJ0352  PID         -  MJ0352
 MJ0352  STATE/COUNTY-  IA/CARROLL
 MJ0352  USGS QUAD   -  MANNING (1978)
 MJ0352
 MJ0352                         *CURRENT SURVEY CONTROL
 MJ0352  ___________________________________________________________________
 MJ0352* NAD 83(1986)-  41 54 02.     (N)    095 02 05.     (W)     SCALED    
 MJ0352* NAVD 88     -       418.971  (meters)    1374.57   (feet)  ADJUSTED  
 MJ0352  ___________________________________________________________________
 MJ0352  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 MJ0352  DYNAMIC HT  -         418.784 (meters)    1373.96  (feet)  COMP
 MJ0352  MODELED GRAV-     980,164.1   (mgal)                       NAVD 88
 MJ0352
 MJ0352  VERT ORDER  -  SECOND    CLASS 0
 MJ0352
 MJ0352.The horizontal coordinates were scaled from a topographic map and have
 MJ0352.an estimated accuracy of +/- 6 seconds.
 MJ0352
 MJ0352.The orthometric height was determined by differential leveling
 MJ0352.and adjusted by the National Geodetic Survey in June 1991..
 MJ0352
 MJ0352.The geoid height was determined by GEOID03.
 MJ0352
 MJ0352.The dynamic height is computed by dividing the NAVD 88
 MJ0352.geopotential number by the normal gravity value computed on the
 MJ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0352.degrees latitude (g = 980.6199 gals.).
 MJ0352
 MJ0352.The modeled gravity was interpolated from observed gravity values.
 MJ0352
 MJ0352;                    North         East    Units  Estimated Accuracy
 MJ0352;SPC IA N     - 1,045,650.    1,372,650.      MT  (+/- 180 meters Scaled)
 MJ0352
 MJ0352                          SUPERSEDED SURVEY CONTROL
 MJ0352
 MJ0352  NGVD 29 (??/??/92)  418.845  (m)         1374.16   (f) ADJ UNCH    2 0
 MJ0352
 MJ0352.Superseded values are not recommended for survey control.
 MJ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0352.See file dsdata.txt to determine how the superseded data were derived.
 MJ0352
 MJ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG312407(NAD 83)
 MJ0352_MARKER: DD = SURVEY DISK
 MJ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0352_STAMPING: 14-25
 MJ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0352+STABILITY: SURFACE MOTION
 MJ0352
 MJ0352  HISTORY     - Date     Condition        Report By
 MJ0352  HISTORY     - UNK      MONUMENTED       IOWAGS
 MJ0352  HISTORY     - 1935     GOOD             NGS
 MJ0352  HISTORY     - 1975     POOR             USGS
 MJ0352
 MJ0352                          STATION DESCRIPTION
 MJ0352
 MJ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MJ0352'2.5 MI SE FROM MANNING.
 MJ0352'2.5 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MJ0352'THE STATION AT MANNING, CARROLL COUNTY, THENCE 0.3 MILE NORTH
 MJ0352'ALONG A COUNTY ROAD, BETWEEN SECTIONS 21 AND 22, T 82 N, R 36 W,
 MJ0352'450 FEET NORTH OF A GROVE, AT THE SUMMIT OF A HILL, EAST OF THE
 MJ0352'ROAD, AND 2 FEET WEST OF A FENCE.  A STATE SURVEY STANDARD DISK,
 MJ0352'STAMPED 14-25 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 MJ0352'THE GROUND.
 MJ0352
 MJ0352                          STATION RECOVERY (1975)
 MJ0352
 MJ0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0352'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0353 ***********************************************************************
 MJ0353  DESIGNATION -  14 27
 MJ0353  PID         -  MJ0353
 MJ0353  STATE/COUNTY-  IA/CARROLL
 MJ0353  USGS QUAD   -  MANNING (1978)
 MJ0353
 MJ0353                         *CURRENT SURVEY CONTROL
 MJ0353  ___________________________________________________________________
 MJ0353* NAD 83(1986)-  41 54 24.     (N)    095 03 38.     (W)     SCALED    
 MJ0353* NAVD 88     -       406.646  (meters)    1334.14   (feet)  ADJUSTED  
 MJ0353  ___________________________________________________________________
 MJ0353  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 MJ0353  DYNAMIC HT  -         406.462 (meters)    1333.53  (feet)  COMP
 MJ0353  MODELED GRAV-     980,156.8   (mgal)                       NAVD 88
 MJ0353
 MJ0353  VERT ORDER  -  SECOND    CLASS 0
 MJ0353
 MJ0353.The horizontal coordinates were scaled from a topographic map and have
 MJ0353.an estimated accuracy of +/- 6 seconds.
 MJ0353
 MJ0353.The orthometric height was determined by differential leveling
 MJ0353.and adjusted by the National Geodetic Survey in June 1991..
 MJ0353
 MJ0353.The geoid height was determined by GEOID03.
 MJ0353
 MJ0353.The dynamic height is computed by dividing the NAVD 88
 MJ0353.geopotential number by the normal gravity value computed on the
 MJ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0353.degrees latitude (g = 980.6199 gals.).
 MJ0353
 MJ0353.The modeled gravity was interpolated from observed gravity values.
 MJ0353
 MJ0353;                    North         East    Units  Estimated Accuracy
 MJ0353;SPC IA N     - 1,046,370.    1,370,520.      MT  (+/- 180 meters Scaled)
 MJ0353
 MJ0353                          SUPERSEDED SURVEY CONTROL
 MJ0353
 MJ0353  NGVD 29 (??/??/92)  406.518  (m)         1333.72   (f) ADJ UNCH    2 0
 MJ0353
 MJ0353.Superseded values are not recommended for survey control.
 MJ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0353.See file dsdata.txt to determine how the superseded data were derived.
 MJ0353
 MJ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG290414(NAD 83)
 MJ0353_MARKER: DD = SURVEY DISK
 MJ0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0353_STAMPING: 14-27
 MJ0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0353+STABILITY: SURFACE MOTION
 MJ0353
 MJ0353  HISTORY     - Date     Condition        Report By
 MJ0353  HISTORY     - UNK      MONUMENTED       IOWAGS
 MJ0353  HISTORY     - 1935     GOOD             NGS
 MJ0353  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0353
 MJ0353                          STATION DESCRIPTION
 MJ0353
 MJ0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MJ0353'AT MANNING.
 MJ0353'AT MANNING, CARROLL COUNTY, ON SIXTH STREET, IN FRONT OF THE HOUSE
 MJ0353'AT 512 SIXTH STREET, 2-1/2 BLOCKS EAST OF MAIN STREET, 15 FEET
 MJ0353'EAST OF THE CENTERLINE OF AN ALLEY, 12.5 FEET SOUTH OF THE CENTERLINE
 MJ0353'OF THE STREET, AND 2.5 FEET SOUTHEAST OF A CORNER OF THE CURB AND
 MJ0353'A DRIVEWAY.  A STATE SURVEY STANDARD DISK, STAMPED 14-27 AND SET
 MJ0353'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MJ0353
 MJ0353                          STATION RECOVERY (1975)
 MJ0353
 MJ0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0584 ***********************************************************************
 NJ0584  DESIGNATION -  1402
 NJ0584  PID         -  NJ0584
 NJ0584  STATE/COUNTY-  IA/LINN
 NJ0584  USGS QUAD   -  CEDAR RAPIDS NORTH (1994)
 NJ0584
 NJ0584                         *CURRENT SURVEY CONTROL
 NJ0584  ___________________________________________________________________
 NJ0584* NAD 83(1986)-  42 02 05.     (N)    091 42 41.     (W)     SCALED    
 NJ0584* NAVD 88     -       240.154  (meters)     787.91   (feet)  ADJUSTED  
 NJ0584  ___________________________________________________________________
 NJ0584  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 NJ0584  DYNAMIC HT  -         240.068 (meters)     787.62  (feet)  COMP
 NJ0584  MODELED GRAV-     980,260.1   (mgal)                       NAVD 88
 NJ0584
 NJ0584  VERT ORDER  -  SECOND    CLASS 0
 NJ0584
 NJ0584.The horizontal coordinates were scaled from a topographic map and have
 NJ0584.an estimated accuracy of +/- 6 seconds.
 NJ0584
 NJ0584.The orthometric height was determined by differential leveling
 NJ0584.and adjusted by the National Geodetic Survey in June 1991..
 NJ0584
 NJ0584.The geoid height was determined by GEOID03.
 NJ0584
 NJ0584.The dynamic height is computed by dividing the NAVD 88
 NJ0584.geopotential number by the normal gravity value computed on the
 NJ0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0584.degrees latitude (g = 980.6199 gals.).
 NJ0584
 NJ0584.The modeled gravity was interpolated from observed gravity values.
 NJ0584
 NJ0584;                    North         East    Units  Estimated Accuracy
 NJ0584;SPC IA N     - 1,060,960.    1,648,100.      MT  (+/- 180 meters Scaled)
 NJ0584
 NJ0584                          SUPERSEDED SURVEY CONTROL
 NJ0584
 NJ0584  NGVD 29 (??/??/92)  240.179  (m)          787.99   (f) ADJ UNCH    2 0
 NJ0584
 NJ0584.Superseded values are not recommended for survey control.
 NJ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0584.See file dsdata.txt to determine how the superseded data were derived.
 NJ0584
 NJ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG066544(NAD 83)
 NJ0584_MARKER: DD = SURVEY DISK
 NJ0584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0584_SP_SET: BRIDGE
 NJ0584_STAMPING: LINN CO ENG DEPT 1402
 NJ0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0584+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2004
 NJ0584
 NJ0584  HISTORY     - Date     Condition        Report By
 NJ0584  HISTORY     - UNK      MONUMENTED       IA-113
 NJ0584  HISTORY     - 1934     GOOD             NGS
 NJ0584  HISTORY     - 20041107 GOOD             GEOCAC
 NJ0584
 NJ0584                          STATION DESCRIPTION
 NJ0584
 NJ0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0584'1.3 MI NW FROM LINN.
 NJ0584'1.3 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0584'RAILWAY FROM THE STATION AT LINN, LINN COUNTY, 18 POLES NORTHWEST
 NJ0584'OF MILEPOST 5, 100 YARDS EAST OF THE CENTER OF THE CROSSING OF
 NJ0584'A PUBLIC ROAD, AT A TWIN 5- BY 12-FOOT HIGHWAY BRIDGE, AND IN THE
 NJ0584'TOP OF THE CENTER OF THE SOUTH CONCRETE GUARD RAIL.  A DISK,
 NJ0584'STAMPED LINN CO. ENG. DEPT. 1402
 NJ0584
 NJ0584                          STATION RECOVERY (2004)
 NJ0584
 NJ0584'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 NJ0584'FOUND IN GOOD CONDITION IN THE CENTER OF THE TOP OF THE SOUTH
 NJ0584'HEADWALL, ABOUT 5 FEET LOWER THAN THE PRESENT ROAD. HANDHELD
 NJ0584'COORDINATES N42 02.095 W091 42.691, SKY VISIBILITY GOOD. AT BLAIRS
 NJ0584'FERRY ROAD CROSSING OF CREEK JUST WEST OF USHERS FERRY RD. THE
 NJ0584'RAILROAD IS GONE, ITS LOCATION DISCERNABLE ONLY BY TREES AND A
 NJ0584'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0249 ***********************************************************************
 NM0249  DESIGNATION -  140/2 BOLT
 NM0249  PID         -  NM0249
 NM0249  STATE/COUNTY-  IA/WOODBURY
 NM0249  USGS QUAD   -  SALIX (1976)
 NM0249
 NM0249                         *CURRENT SURVEY CONTROL
 NM0249  ___________________________________________________________________
 NM0249* NAD 83(1986)-  42 18 25.     (N)    096 18 35.     (W)     SCALED    
 NM0249* NAVD 88     -       328.707  (meters)    1078.43   (feet)  ADJUSTED  
 NM0249  ___________________________________________________________________
 NM0249  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 NM0249  DYNAMIC HT  -         328.600 (meters)    1078.08  (feet)  COMP
 NM0249  MODELED GRAV-     980,288.6   (mgal)                       NAVD 88
 NM0249
 NM0249  VERT ORDER  -  SECOND    CLASS 0
 NM0249
 NM0249.The horizontal coordinates were scaled from a topographic map and have
 NM0249.an estimated accuracy of +/- 6 seconds.
 NM0249
 NM0249.The orthometric height was determined by differential leveling
 NM0249.and adjusted by the National Geodetic Survey in June 1991..
 NM0249
 NM0249.The geoid height was determined by GEOID03.
 NM0249
 NM0249.The dynamic height is computed by dividing the NAVD 88
 NM0249.geopotential number by the normal gravity value computed on the
 NM0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0249.degrees latitude (g = 980.6199 gals.).
 NM0249
 NM0249.The modeled gravity was interpolated from observed gravity values.
 NM0249
 NM0249;                    North         East    Units  Estimated Accuracy
 NM0249;SPC IA N     - 1,093,480.    1,268,390.      MT  (+/- 180 meters Scaled)
 NM0249
 NM0249                          SUPERSEDED SURVEY CONTROL
 NM0249
 NM0249  NGVD 29 (??/??/92)  328.554  (m)         1077.93   (f) ADJ UNCH    2 0
 NM0249
 NM0249.Superseded values are not recommended for survey control.
 NM0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0249.See file dsdata.txt to determine how the superseded data were derived.
 NM0249
 NM0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM217873(NAD 83)
 NM0249_MARKER: B = BOLT
 NM0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0249_SP_SET: STONE
 NM0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0249+STABILITY: SURFACE MOTION
 NM0249
 NM0249  HISTORY     - Date     Condition        Report By
 NM0249  HISTORY     - UNK      MONUMENTED       MORC
 NM0249  HISTORY     - 1948     GOOD             NGS
 NM0249
 NM0249                          STATION DESCRIPTION
 NM0249
 NM0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0249'2.5 MI W FROM SALIX.
 NM0249'0.6 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NM0249'THE STATION AT SALIX, THENCE 1.5 MILES WEST ALONG A GRAVEL ROAD,
 NM0249'THENCE 0.4 MILE NORTH ALONG A GRAVEL ROAD, 0.1 MILE SOUTH OF A
 NM0249'1/2 MILE SECTION LINE ROAD, 33.0 FEET WEST OF THE CENTER LINE OF THE
 NM0249'ROAD, 2.4 FEET EAST OF A FENCE, 1.8 FEET NORTH OF A REFERENCE POST,
 NM0249'ON THE WEST SLOPE OF A ROAD DITCH.  THE TOP OF A COPPER BOLT
 NM0249'LEADED IN A STONE 18-INCHES SQUARE AND SET 4.0 FEET UNDERGROUND,
 NM0249'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI
 NM0249'RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0248 ***********************************************************************
 NM0248  DESIGNATION -  140/2 CAP
 NM0248  PID         -  NM0248
 NM0248  STATE/COUNTY-  IA/WOODBURY
 NM0248  USGS QUAD   -  SALIX (1976)
 NM0248
 NM0248                         *CURRENT SURVEY CONTROL
 NM0248  ___________________________________________________________________
 NM0248* NAD 83(1986)-  42 18 25.     (N)    096 18 35.     (W)     SCALED    
 NM0248* NAVD 88     -       329.952  (meters)    1082.52   (feet)  ADJUSTED  
 NM0248  ___________________________________________________________________
 NM0248  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 NM0248  DYNAMIC HT  -         329.845 (meters)    1082.17  (feet)  COMP
 NM0248  MODELED GRAV-     980,288.6   (mgal)                       NAVD 88
 NM0248
 NM0248  VERT ORDER  -  SECOND    CLASS 0
 NM0248
 NM0248.The horizontal coordinates were scaled from a topographic map and have
 NM0248.an estimated accuracy of +/- 6 seconds.
 NM0248
 NM0248.The orthometric height was determined by differential leveling
 NM0248.and adjusted by the National Geodetic Survey in June 1991..
 NM0248
 NM0248.The geoid height was determined by GEOID03.
 NM0248
 NM0248.The dynamic height is computed by dividing the NAVD 88
 NM0248.geopotential number by the normal gravity value computed on the
 NM0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0248.degrees latitude (g = 980.6199 gals.).
 NM0248
 NM0248.The modeled gravity was interpolated from observed gravity values.
 NM0248
 NM0248;                    North         East    Units  Estimated Accuracy
 NM0248;SPC IA N     - 1,093,480.    1,268,390.      MT  (+/- 180 meters Scaled)
 NM0248
 NM0248                          SUPERSEDED SURVEY CONTROL
 NM0248
 NM0248  NGVD 29 (??/??/92)  329.800  (m)         1082.02   (f) ADJ UNCH    2 0
 NM0248
 NM0248.Superseded values are not recommended for survey control.
 NM0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0248.See file dsdata.txt to determine how the superseded data were derived.
 NM0248
 NM0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM217873(NAD 83)
 NM0248_MARKER: P = PIPE CAP
 NM0248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0248_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0248
 NM0248  HISTORY     - Date     Condition        Report By
 NM0248  HISTORY     - UNK      MONUMENTED       MORC
 NM0248  HISTORY     - 1948     GOOD             NGS
 NM0248
 NM0248                          STATION DESCRIPTION
 NM0248
 NM0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0248'2.5 MI W FROM SALIX.
 NM0248'0.6 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NM0248'THE STATION AT SALIX, THENCE 1.5 MILES WEST ALONG A GRAVEL ROAD,
 NM0248'THENCE 0.4 MILE NORTH ALONG A GRAVEL ROAD, 0.1 MILE SOUTH OF A
 NM0248'1/2 MILE SECTION LINE ROAD, ABOUT 0.15 MILE NORTH OF A FARMHOUSE
 NM0248'ON THE WEST SIDE OF THE NORTH-SOUTH ROAD, 33.0 FEET WEST OF THE
 NM0248'CENTER LINE OF THE ROAD, 2.4 FEET EAST OF A FENCE, 1.8 FEET NORTH
 NM0248'OF A REFERENCE POST, ON THE WEST SLOPE OF A ROAD DITCH.  THE TOP
 NM0248'OF A MISSOURI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0551 ***********************************************************************
 MG0551  DESIGNATION -  15
 MG0551  PID         -  MG0551
 MG0551  STATE/COUNTY-  IA/JOHNSON
 MG0551  USGS QUAD   -  ELY (1994)
 MG0551
 MG0551                         *CURRENT SURVEY CONTROL
 MG0551  ___________________________________________________________________
 MG0551* NAD 83(1986)-  41 46 06.     (N)    091 37 07.     (W)     SCALED    
 MG0551* NAVD 88     -       238.303  (meters)     781.83   (feet)  ADJUSTED  
 MG0551  ___________________________________________________________________
 MG0551  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 MG0551  DYNAMIC HT  -         238.211 (meters)     781.53  (feet)  COMP
 MG0551  MODELED GRAV-     980,234.0   (mgal)                       NAVD 88
 MG0551
 MG0551  VERT ORDER  -  FIRST     CLASS II
 MG0551
 MG0551.The horizontal coordinates were scaled from a topographic map and have
 MG0551.an estimated accuracy of +/- 6 seconds.
 MG0551
 MG0551.The orthometric height was determined by differential leveling
 MG0551.and adjusted by the National Geodetic Survey in June 1991..
 MG0551
 MG0551.The geoid height was determined by GEOID03.
 MG0551
 MG0551.The dynamic height is computed by dividing the NAVD 88
 MG0551.geopotential number by the normal gravity value computed on the
 MG0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0551.degrees latitude (g = 980.6199 gals.).
 MG0551
 MG0551.The modeled gravity was interpolated from observed gravity values.
 MG0551
 MG0551;                    North         East    Units  Estimated Accuracy
 MG0551;SPC IA S     -   198,070.      656,430.      MT  (+/- 180 meters Scaled)
 MG0551
 MG0551                          SUPERSEDED SURVEY CONTROL
 MG0551
 MG0551  NGVD 29 (??/??/92)  238.33   (m)          781.9    (f) COMPUTED    1 2
 MG0551
 MG0551.Superseded values are not recommended for survey control.
 MG0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0551.See file dsdata.txt to determine how the superseded data were derived.
 MG0551
 MG0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG148249(NAD 83)
 MG0551_MARKER: Z = SEE DESCRIPTION
 MG0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0551_SP_SET: CULVERT
 MG0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0551
 MG0551  HISTORY     - Date     Condition        Report By
 MG0551  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0551  HISTORY     - 1935     GOOD             IAGS
 MG0551  HISTORY     - 1966     MARK NOT FOUND   USGS
 MG0551  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0551
 MG0551                          STATION DESCRIPTION
 MG0551
 MG0551'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0551'1.8 MI NW FROM NORTH LIBERTY.
 MG0551'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 218 FROM THE INTERSECTION
 MG0551'OF MAIN STREET AT NORTH LIBERTY, JOHNSON COUNTY, NEAR THE SOUTHEAST
 MG0551'CORNER OF THE NORTHEAST QUARTER OF SEC. 2, T.80 N., R.7 W., AT
 MG0551'PAVEMENT STATION 439+00 AT A 36-INCH TILE CULVERT, IN THE TOP
 MG0551'OF THE NORTHEAST HEAD WALL, AND 15 FEET NORTHEAST OF THE CENTERLINE
 MG0551'OF THE HIGHWAY.  A REINFORCING BAR.
 MG0551
 MG0551                          STATION RECOVERY (1966)
 MG0551
 MG0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MG0551'MARK NOT FOUND.
 MG0551
 MG0551                          STATION RECOVERY (1998)
 MG0551
 MG0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0551'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0171 ***********************************************************************
 MJ0171  DESIGNATION -  15 17
 MJ0171  PID         -  MJ0171
 MJ0171  STATE/COUNTY-  IA/CASS
 MJ0171  USGS QUAD   -  ANITA (1971)
 MJ0171
 MJ0171                         *CURRENT SURVEY CONTROL
 MJ0171  ___________________________________________________________________
 MJ0171* NAD 83(1986)-  41 26 16.     (N)    094 46 35.     (W)     SCALED    
 MJ0171* NAVD 88     -       387.363  (meters)    1270.87   (feet)  ADJUSTED  
 MJ0171  ___________________________________________________________________
 MJ0171  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 MJ0171  DYNAMIC HT  -         387.220 (meters)    1270.40  (feet)  COMP
 MJ0171  MODELED GRAV-     980,239.7   (mgal)                       NAVD 88
 MJ0171
 MJ0171  VERT ORDER  -  FIRST     CLASS II
 MJ0171
 MJ0171.The horizontal coordinates were scaled from a topographic map and have
 MJ0171.an estimated accuracy of +/- 6 seconds.
 MJ0171
 MJ0171.The orthometric height was determined by differential leveling
 MJ0171.and adjusted by the National Geodetic Survey in June 1991..
 MJ0171
 MJ0171.The geoid height was determined by GEOID03.
 MJ0171
 MJ0171.The dynamic height is computed by dividing the NAVD 88
 MJ0171.geopotential number by the normal gravity value computed on the
 MJ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0171.degrees latitude (g = 980.6199 gals.).
 MJ0171
 MJ0171.The modeled gravity was interpolated from observed gravity values.
 MJ0171
 MJ0171;                    North         East    Units  Estimated Accuracy
 MJ0171;SPC IA S     -   160,450.      393,330.      MT  (+/- 180 meters Scaled)
 MJ0171
 MJ0171                          SUPERSEDED SURVEY CONTROL
 MJ0171
 MJ0171  NGVD 29 (??/??/92)  387.310  (m)         1270.70   (f) ADJ UNCH    1 2
 MJ0171
 MJ0171.Superseded values are not recommended for survey control.
 MJ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0171.See file dsdata.txt to determine how the superseded data were derived.
 MJ0171
 MJ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF515888(NAD 83)
 MJ0171_MARKER: DD = SURVEY DISK
 MJ0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0171_STAMPING: 15 17
 MJ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0171+STABILITY: SURFACE MOTION
 MJ0171
 MJ0171  HISTORY     - Date     Condition        Report By
 MJ0171  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0171  HISTORY     - 1950     GOOD             NGS
 MJ0171  HISTORY     - 1969     MARK NOT FOUND   USGS
 MJ0171
 MJ0171                          STATION DESCRIPTION
 MJ0171
 MJ0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0171'0.8 MI SW FROM ANITA.
 MJ0171'0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 MJ0171'ANITA, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, BETWEEN THE
 MJ0171'HIGHWAY AND THE RAILROAD, 25 FEET SOUTHEAST OF THE CENTER LINE
 MJ0171'OF THE HIGHWAY, 69 FEET SOUTHWEST OF POLE 426.25, 53 FEET NORTHEAST
 MJ0171'OF HIGHWAY STATION 597, 24 FEET NORTHEAST OF A TELEPHONE POLE,
 MJ0171'1.9 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MJ0171'POST WHICH IS 0.5 FOOT BELOW THE GROUND.
 MJ0171
 MJ0171                          STATION RECOVERY (1969)
 MJ0171
 MJ0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MJ0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3906 ***********************************************************************
 AA3906  DESIGNATION -  15 174 RESET
 AA3906  PID         -  AA3906
 AA3906  STATE/COUNTY-  IA/CASS
 AA3906  USGS QUAD   -  WIOTA (1971)
 AA3906
 AA3906                         *CURRENT SURVEY CONTROL
 AA3906  ___________________________________________________________________
 AA3906* NAD 83(1986)-  41 24 14.     (N)    094 58 16.     (W)     SCALED    
 AA3906* NAVD 88     -       383.39   (+/-2cm)    1257.8    (feet)  VERTCON   
 AA3906  ___________________________________________________________________
 AA3906  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AA3906
 AA3906  VERT ORDER  -  THIRD (See Below)
 AA3906
 AA3906.The horizontal coordinates were scaled from a topographic map and have
 AA3906.an estimated accuracy of +/- 6 seconds.
 AA3906
 AA3906.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3906.The vertical order pertains to the NGVD 29 superseded value.
 AA3906
 AA3906.The geoid height was determined by GEOID03.
 AA3906
 AA3906;                    North         East    Units  Estimated Accuracy
 AA3906;SPC IA S     -   156,940.      377,000.      MT  (+/- 180 meters Scaled)
 AA3906
 AA3906                          SUPERSEDED SURVEY CONTROL
 AA3906
 AA3906  NGVD 29 (05/12/04)  383.33   (m)         1257.6    (f) RESET       3  
 AA3906
 AA3906.Superseded values are not recommended for survey control.
 AA3906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3906.See file dsdata.txt to determine how the superseded data were derived.
 AA3906
 AA3906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF352854(NAD 83)
 AA3906_MARKER: DV = VERTICAL CONTROL DISK
 AA3906_SETTING: 0 = UNSPECIFIED SETTING
 AA3906_STAMPING: 15-174 IAGS RESET 1979
 AA3906_MARK LOGO: NGS   
 AA3906_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3906
 AA3906  HISTORY     - Date     Condition        Report By
 AA3906  HISTORY     - 1979     MONUMENTED       NGS
 AA3906
 AA3906                          STATION DESCRIPTION
 AA3906
 AA3906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 AA3906'2.1 MILES (3.4 KM) EAST ALONG US HIGHWAY 1 FROM THE COURTHOUSE IN
 AA3906'ATLANTIC, AT THE TOP OF A HILL, 97 FEET (29.6 M) NORTH OF THE
 AA3906'CENTERLINE OF THE HIGHWAY AT HIGHWAY STATION 35, A PREFABRICATED
 AA3906'ALUMINUM POST REINFORCED WITH CONCRETE AND PROJECTING 2 INCHES ABOVE
 AA3906'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0154 ***********************************************************************
 MJ0154  DESIGNATION -  15 175
 MJ0154  PID         -  MJ0154
 MJ0154  STATE/COUNTY-  IA/CASS
 MJ0154  USGS QUAD   -  WIOTA (1971)
 MJ0154
 MJ0154                         *CURRENT SURVEY CONTROL
 MJ0154  ___________________________________________________________________
 MJ0154* NAD 83(1986)-  41 24 10.     (N)    094 59 01.     (W)     SCALED    
 MJ0154* NAVD 88     -       379.887  (meters)    1246.35   (feet)  ADJUSTED  
 MJ0154  ___________________________________________________________________
 MJ0154  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MJ0154  DYNAMIC HT  -         379.750 (meters)    1245.90  (feet)  COMP
 MJ0154  MODELED GRAV-     980,248.8   (mgal)                       NAVD 88
 MJ0154
 MJ0154  VERT ORDER  -  FIRST     CLASS II
 MJ0154
 MJ0154.The horizontal coordinates were scaled from a topographic map and have
 MJ0154.an estimated accuracy of +/- 6 seconds.
 MJ0154
 MJ0154.The orthometric height was determined by differential leveling
 MJ0154.and adjusted by the National Geodetic Survey in June 1991..
 MJ0154
 MJ0154.The geoid height was determined by GEOID03.
 MJ0154
 MJ0154.The dynamic height is computed by dividing the NAVD 88
 MJ0154.geopotential number by the normal gravity value computed on the
 MJ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0154.degrees latitude (g = 980.6199 gals.).
 MJ0154
 MJ0154.The modeled gravity was interpolated from observed gravity values.
 MJ0154
 MJ0154;                    North         East    Units  Estimated Accuracy
 MJ0154;SPC IA S     -   156,840.      375,950.      MT  (+/- 180 meters Scaled)
 MJ0154
 MJ0154                          SUPERSEDED SURVEY CONTROL
 MJ0154
 MJ0154  NGVD 29 (??/??/92)  379.831  (m)         1246.16   (f) ADJ UNCH    1 2
 MJ0154
 MJ0154.Superseded values are not recommended for survey control.
 MJ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0154.See file dsdata.txt to determine how the superseded data were derived.
 MJ0154
 MJ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF341853(NAD 83)
 MJ0154_MARKER: DD = SURVEY DISK
 MJ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0154_STAMPING: 15 175
 MJ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0154+STABILITY: SURFACE MOTION
 MJ0154
 MJ0154  HISTORY     - Date     Condition        Report By
 MJ0154  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0154  HISTORY     - 1950     GOOD             NGS
 MJ0154
 MJ0154                          STATION DESCRIPTION
 MJ0154
 MJ0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0154'1.6 MI E FROM ATLANTIC.
 MJ0154'1.6 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE COURTHOUSE AT
 MJ0154'ATLANTIC, AT THE JUNCTION OF U.S. HIGHWAYS 6 AND 71, NEAR THE
 MJ0154'NORTHWEST CORNER OF A CEMETERY, 216 FEET SOUTH OF THE CENTER
 MJ0154'LINE OF U.S. HIGHWAY 6, 118 FEET EAST OF THE CENTER LINE OF U.S.
 MJ0154'HIGHWAY 71, 3.5 FEET NORTHWEST OF THE CEMETERY FENCE, 3.1 FEET
 MJ0154'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0154'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0170 ***********************************************************************
 MJ0170  DESIGNATION -  15 18
 MJ0170  PID         -  MJ0170
 MJ0170  STATE/COUNTY-  IA/CASS
 MJ0170  USGS QUAD   -  ANITA (1971)
 MJ0170
 MJ0170                         *CURRENT SURVEY CONTROL
 MJ0170  ___________________________________________________________________
 MJ0170* NAD 83(1986)-  41 26 07.     (N)    094 47 10.     (W)     SCALED    
 MJ0170* NAVD 88     -       378.543  (meters)    1241.94   (feet)  ADJUSTED  
 MJ0170  ___________________________________________________________________
 MJ0170  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 MJ0170  DYNAMIC HT  -         378.402 (meters)    1241.47  (feet)  COMP
 MJ0170  MODELED GRAV-     980,240.2   (mgal)                       NAVD 88
 MJ0170
 MJ0170  VERT ORDER  -  FIRST     CLASS II
 MJ0170
 MJ0170.The horizontal coordinates were scaled from a topographic map and have
 MJ0170.an estimated accuracy of +/- 6 seconds.
 MJ0170
 MJ0170.The orthometric height was determined by differential leveling
 MJ0170.and adjusted by the National Geodetic Survey in June 1991..
 MJ0170
 MJ0170.The geoid height was determined by GEOID03.
 MJ0170
 MJ0170.The dynamic height is computed by dividing the NAVD 88
 MJ0170.geopotential number by the normal gravity value computed on the
 MJ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0170.degrees latitude (g = 980.6199 gals.).
 MJ0170
 MJ0170.The modeled gravity was interpolated from observed gravity values.
 MJ0170
 MJ0170;                    North         East    Units  Estimated Accuracy
 MJ0170;SPC IA S     -   160,180.      392,520.      MT  (+/- 180 meters Scaled)
 MJ0170
 MJ0170                          SUPERSEDED SURVEY CONTROL
 MJ0170
 MJ0170  NGVD 29 (??/??/92)  378.490  (m)         1241.76   (f) ADJ UNCH    1 2
 MJ0170
 MJ0170.Superseded values are not recommended for survey control.
 MJ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0170.See file dsdata.txt to determine how the superseded data were derived.
 MJ0170
 MJ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF507886(NAD 83)
 MJ0170_MARKER: DD = SURVEY DISK
 MJ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0170_STAMPING: 15 18
 MJ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0170+STABILITY: SURFACE MOTION
 MJ0170
 MJ0170  HISTORY     - Date     Condition        Report By
 MJ0170  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0170  HISTORY     - 1950     GOOD             NGS
 MJ0170
 MJ0170                          STATION DESCRIPTION
 MJ0170
 MJ0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0170'1.3 MI SW FROM ANITA.
 MJ0170'1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 MJ0170'ANITA, 200 FEET NORTHEAST OF THE CENTER LINE OF A ROAD LEADING
 MJ0170'NORTH, 81 FEET NORTH OF HIGHWAY STATION 560, 65 FEET NORTHWEST OF
 MJ0170'THE CENTER LINE OF THE HIGHWAY, 21 FEET NORTHEAST OF A TELEPHONE
 MJ0170'POLE, 5 FEET SOUTHEAST OF A FENCE, 2.1 FEET NORTHEAST OF A WITNESS
 MJ0170'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 MJ0170'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0161 ***********************************************************************
 MJ0161  DESIGNATION -  15 56
 MJ0161  PID         -  MJ0161
 MJ0161  STATE/COUNTY-  IA/CASS
 MJ0161  USGS QUAD   -  WIOTA (1971)
 MJ0161
 MJ0161                         *CURRENT SURVEY CONTROL
 MJ0161  ___________________________________________________________________
 MJ0161* NAD 83(1986)-  41 24 12.     (N)    094 53 29.     (W)     SCALED    
 MJ0161* NAVD 88     -       387.647  (meters)    1271.81   (feet)  ADJUSTED  
 MJ0161  ___________________________________________________________________
 MJ0161  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 MJ0161  DYNAMIC HT  -         387.507 (meters)    1271.35  (feet)  COMP
 MJ0161  MODELED GRAV-     980,247.1   (mgal)                       NAVD 88
 MJ0161
 MJ0161  VERT ORDER  -  FIRST     CLASS II
 MJ0161
 MJ0161.The horizontal coordinates were scaled from a topographic map and have
 MJ0161.an estimated accuracy of +/- 6 seconds.
 MJ0161
 MJ0161.The orthometric height was determined by differential leveling
 MJ0161.and adjusted by the National Geodetic Survey in June 1991..
 MJ0161
 MJ0161.The geoid height was determined by GEOID03.
 MJ0161
 MJ0161.The dynamic height is computed by dividing the NAVD 88
 MJ0161.geopotential number by the normal gravity value computed on the
 MJ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0161.degrees latitude (g = 980.6199 gals.).
 MJ0161
 MJ0161.The modeled gravity was interpolated from observed gravity values.
 MJ0161
 MJ0161;                    North         East    Units  Estimated Accuracy
 MJ0161;SPC IA S     -   156,770.      383,660.      MT  (+/- 180 meters Scaled)
 MJ0161
 MJ0161                          SUPERSEDED SURVEY CONTROL
 MJ0161
 MJ0161  NGVD 29 (??/??/92)  387.595  (m)         1271.63   (f) ADJ UNCH    1 2
 MJ0161
 MJ0161.Superseded values are not recommended for survey control.
 MJ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0161.See file dsdata.txt to determine how the superseded data were derived.
 MJ0161
 MJ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF419852(NAD 83)
 MJ0161_MARKER: DD = SURVEY DISK
 MJ0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0161_STAMPING: 15 56
 MJ0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0161+STABILITY: SURFACE MOTION
 MJ0161
 MJ0161  HISTORY     - Date     Condition        Report By
 MJ0161  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0161  HISTORY     - 1950     GOOD             NGS
 MJ0161
 MJ0161                          STATION DESCRIPTION
 MJ0161
 MJ0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0161'AT WIOTA.
 MJ0161'AT WIOTA, JUST SOUTHWEST OF THE SCHOOL, AT A JUNCTION OF U.S.
 MJ0161'HIGHWAY 6 AND A ROAD LEADING NORTH, 47 FEET NORTH OF THE NORTHWEST
 MJ0161'CORNER OF A HOUSE, 19 FEET SOUTHEAST OF HIGHWAY STATION 254, 23
 MJ0161'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 9 FEET EAST OF
 MJ0161'THE CENTER LINE OF A PRIVATE DRIVEWAY, AT THE NORTHWEST CORNER
 MJ0161'OF A YARD, 31 FEET NORTHEAST OF A FENCE CORNER, SET IN THE TOP
 MJ0161'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0160 ***********************************************************************
 MJ0160  DESIGNATION -  15 57
 MJ0160  PID         -  MJ0160
 MJ0160  STATE/COUNTY-  IA/CASS
 MJ0160  USGS QUAD   -  WIOTA (1971)
 MJ0160
 MJ0160                         *CURRENT SURVEY CONTROL
 MJ0160  ___________________________________________________________________
 MJ0160* NAD 83(1986)-  41 24 13.     (N)    094 54 23.     (W)     SCALED    
 MJ0160* NAVD 88     -       396.178  (meters)    1299.79   (feet)  ADJUSTED  
 MJ0160  ___________________________________________________________________
 MJ0160  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 MJ0160  DYNAMIC HT  -         396.035 (meters)    1299.32  (feet)  COMP
 MJ0160  MODELED GRAV-     980,247.6   (mgal)                       NAVD 88
 MJ0160
 MJ0160  VERT ORDER  -  FIRST     CLASS II
 MJ0160
 MJ0160.The horizontal coordinates were scaled from a topographic map and have
 MJ0160.an estimated accuracy of +/- 6 seconds.
 MJ0160
 MJ0160.The orthometric height was determined by differential leveling
 MJ0160.and adjusted by the National Geodetic Survey in June 1991..
 MJ0160
 MJ0160.The geoid height was determined by GEOID03.
 MJ0160
 MJ0160.The dynamic height is computed by dividing the NAVD 88
 MJ0160.geopotential number by the normal gravity value computed on the
 MJ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0160.degrees latitude (g = 980.6199 gals.).
 MJ0160
 MJ0160.The modeled gravity was interpolated from observed gravity values.
 MJ0160
 MJ0160;                    North         East    Units  Estimated Accuracy
 MJ0160;SPC IA S     -   156,820.      382,410.      MT  (+/- 180 meters Scaled)
 MJ0160
 MJ0160                          SUPERSEDED SURVEY CONTROL
 MJ0160
 MJ0160  NGVD 29 (??/??/92)  396.125  (m)         1299.62   (f) ADJ UNCH    1 2
 MJ0160
 MJ0160.Superseded values are not recommended for survey control.
 MJ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0160.See file dsdata.txt to determine how the superseded data were derived.
 MJ0160
 MJ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF406853(NAD 83)
 MJ0160_MARKER: DD = SURVEY DISK
 MJ0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0160_STAMPING: 15 57
 MJ0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0160+STABILITY: SURFACE MOTION
 MJ0160
 MJ0160  HISTORY     - Date     Condition        Report By
 MJ0160  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0160  HISTORY     - 1950     GOOD             NGS
 MJ0160  HISTORY     - 1969     MARK NOT FOUND   USGS
 MJ0160
 MJ0160                          STATION DESCRIPTION
 MJ0160
 MJ0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0160'0.8 MI W FROM WIOTA.
 MJ0160'0.8 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE SCHOOL AT WIOTA, ON
 MJ0160'THE SIDE OF A HILL, 99 FEET EAST OF THE CENTER LINE OF A PRIVATE
 MJ0160'DRIVEWAY, 46 FEET NORTHEAST OF HIGHWAY STATION 213, 30.5 FEET
 MJ0160'NORTH OF THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTH OF A
 MJ0160'FENCE, 1.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 MJ0160'CONCRETE POST WHICH IS 0.5 FOOT BELOW THE GROUND.
 MJ0160
 MJ0160                          STATION RECOVERY (1969)
 MJ0160
 MJ0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MJ0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0157 ***********************************************************************
 MJ0157  DESIGNATION -  15 59
 MJ0157  PID         -  MJ0157
 MJ0157  STATE/COUNTY-  IA/CASS
 MJ0157  USGS QUAD   -  WIOTA (1971)
 MJ0157
 MJ0157                         *CURRENT SURVEY CONTROL
 MJ0157  ___________________________________________________________________
 MJ0157* NAD 83(1986)-  41 24 12.     (N)    094 56 39.     (W)     SCALED    
 MJ0157* NAVD 88     -       397.359  (meters)    1303.67   (feet)  ADJUSTED  
 MJ0157  ___________________________________________________________________
 MJ0157  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 MJ0157  DYNAMIC HT  -         397.215 (meters)    1303.20  (feet)  COMP
 MJ0157  MODELED GRAV-     980,248.4   (mgal)                       NAVD 88
 MJ0157
 MJ0157  VERT ORDER  -  FIRST     CLASS II
 MJ0157
 MJ0157.The horizontal coordinates were scaled from a topographic map and have
 MJ0157.an estimated accuracy of +/- 6 seconds.
 MJ0157
 MJ0157.The orthometric height was determined by differential leveling
 MJ0157.and adjusted by the National Geodetic Survey in June 1991..
 MJ0157
 MJ0157.The geoid height was determined by GEOID03.
 MJ0157
 MJ0157.The dynamic height is computed by dividing the NAVD 88
 MJ0157.geopotential number by the normal gravity value computed on the
 MJ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0157.degrees latitude (g = 980.6199 gals.).
 MJ0157
 MJ0157.The modeled gravity was interpolated from observed gravity values.
 MJ0157
 MJ0157;                    North         East    Units  Estimated Accuracy
 MJ0157;SPC IA S     -   156,840.      379,250.      MT  (+/- 180 meters Scaled)
 MJ0157
 MJ0157                          SUPERSEDED SURVEY CONTROL
 MJ0157
 MJ0157  NGVD 29 (??/??/92)  397.304  (m)         1303.49   (f) ADJ UNCH    1 2
 MJ0157
 MJ0157.Superseded values are not recommended for survey control.
 MJ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0157.See file dsdata.txt to determine how the superseded data were derived.
 MJ0157
 MJ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF374853(NAD 83)
 MJ0157_MARKER: DD = SURVEY DISK
 MJ0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0157_STAMPING: 15 59
 MJ0157_MARK LOGO: IAGS  
 MJ0157_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0157+STABILITY: SURFACE MOTION
 MJ0157
 MJ0157  HISTORY     - Date     Condition        Report By
 MJ0157  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0157  HISTORY     - 1950     GOOD             NGS
 MJ0157  HISTORY     - 19790403 GOOD             IAHD
 MJ0157
 MJ0157                          STATION DESCRIPTION
 MJ0157
 MJ0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0157'3.5 MI E FROM ATLANTIC.
 MJ0157'3.5 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE COURTHOUSE AT
 MJ0157'ATLANTIC, 0.2 MILE EAST OF A JUNCTION WITH U.S. HIGHWAY 71
 MJ0157'LEADING NORTH, ACROSS THE HIGHWAY FROM THE EAST END OF A
 MJ0157'ROADSIDE PARK, 37 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MJ0157'29 FEET SOUTH OF HIGHWAY STATION 109, 3.1 FEET NORTH OF A
 MJ0157'FENCE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 MJ0157'CONCRETE POST WHICH IS 0.5 FOOT BELOW THE GROUND.
 MJ0157
 MJ0157                          STATION RECOVERY (1979)
 MJ0157
 MJ0157'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1979 (ONS)
 MJ0157'RECOVERED IN GOOD CONDITION.  NOTE--THE MARK IS BURIED 1.0 FOOT (0.3
 MJ0157'M) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3898 ***********************************************************************
 AA3898  DESIGNATION -  15 59 RESET
 AA3898  PID         -  AA3898
 AA3898  STATE/COUNTY-  IA/CASS
 AA3898  USGS QUAD   -  WIOTA (1971)
 AA3898
 AA3898                         *CURRENT SURVEY CONTROL
 AA3898  ___________________________________________________________________
 AA3898* NAD 83(1986)-  41 24 12.     (N)    094 56 39.     (W)     SCALED    
 AA3898* NAVD 88     -       397.48   (+/-2cm)    1304.1    (feet)  VERTCON   
 AA3898  ___________________________________________________________________
 AA3898  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AA3898
 AA3898  VERT ORDER  -  THIRD (See Below)
 AA3898
 AA3898.The horizontal coordinates were scaled from a topographic map and have
 AA3898.an estimated accuracy of +/- 6 seconds.
 AA3898
 AA3898.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3898.The vertical order pertains to the NGVD 29 superseded value.
 AA3898
 AA3898.The geoid height was determined by GEOID03.
 AA3898
 AA3898;                    North         East    Units  Estimated Accuracy
 AA3898;SPC IA S     -   156,840.      379,250.      MT  (+/- 180 meters Scaled)
 AA3898
 AA3898                          SUPERSEDED SURVEY CONTROL
 AA3898
 AA3898  NGVD 29 (05/12/04)  397.43   (m)         1303.9    (f) RESET       3  
 AA3898
 AA3898.Superseded values are not recommended for survey control.
 AA3898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3898.See file dsdata.txt to determine how the superseded data were derived.
 AA3898
 AA3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF374853(NAD 83)
 AA3898_MARKER: DV = VERTICAL CONTROL DISK
 AA3898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3898_STAMPING: 15-59 IAGS RESET 1979
 AA3898_MARK LOGO: NGS   
 AA3898_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3898+STABILITY: SURFACE MOTION
 AA3898
 AA3898  HISTORY     - Date     Condition        Report By
 AA3898  HISTORY     - 1979     MONUMENTED       NGS
 AA3898
 AA3898                          STATION DESCRIPTION
 AA3898
 AA3898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 AA3898'3.5 MILES (5.6 KM) EAST ALONG US HIGHWAY 6 FROM THE COURTHOUSE IN
 AA3898'ATLANTIC, 0.2 MILE (0.3 KM) EAST OF THE JUNCTION OF US HIGHWAY 71
 AA3898'LEADING NORTH, 103.0 FEET (31.4 M) SOUTH OF THE CENTERLINE OF THE
 AA3898'HIGHWAY, 3 FEET (0.9 M) NORTH OF SOUTH EDGE OF RIGHT-OF-WAY, 2.0 FEET
 AA3898'(0.6 M) S OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0164 ***********************************************************************
 MJ0164  DESIGNATION -  15 60
 MJ0164  PID         -  MJ0164
 MJ0164  STATE/COUNTY-  IA/CASS
 MJ0164  USGS QUAD   -  ANITA (1971)
 MJ0164
 MJ0164                         *CURRENT SURVEY CONTROL
 MJ0164  ___________________________________________________________________
 MJ0164* NAD 83(1986)-  41 24 44.     (N)    094 51 33.     (W)     SCALED    
 MJ0164* NAVD 88     -       375.474  (meters)    1231.87   (feet)  ADJUSTED  
 MJ0164  ___________________________________________________________________
 MJ0164  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 MJ0164  DYNAMIC HT  -         375.336 (meters)    1231.41  (feet)  COMP
 MJ0164  MODELED GRAV-     980,244.4   (mgal)                       NAVD 88
 MJ0164
 MJ0164  VERT ORDER  -  FIRST     CLASS II
 MJ0164
 MJ0164.The horizontal coordinates were scaled from a topographic map and have
 MJ0164.an estimated accuracy of +/- 6 seconds.
 MJ0164
 MJ0164.The orthometric height was determined by differential leveling
 MJ0164.and adjusted by the National Geodetic Survey in June 1991..
 MJ0164
 MJ0164.The geoid height was determined by GEOID03.
 MJ0164
 MJ0164.The dynamic height is computed by dividing the NAVD 88
 MJ0164.geopotential number by the normal gravity value computed on the
 MJ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0164.degrees latitude (g = 980.6199 gals.).
 MJ0164
 MJ0164.The modeled gravity was interpolated from observed gravity values.
 MJ0164
 MJ0164;                    North         East    Units  Estimated Accuracy
 MJ0164;SPC IA S     -   157,710.      386,370.      MT  (+/- 180 meters Scaled)
 MJ0164
 MJ0164                          SUPERSEDED SURVEY CONTROL
 MJ0164
 MJ0164  NGVD 29 (??/??/92)  375.421  (m)         1231.69   (f) ADJ UNCH    1 2
 MJ0164
 MJ0164.Superseded values are not recommended for survey control.
 MJ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0164.See file dsdata.txt to determine how the superseded data were derived.
 MJ0164
 MJ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF446861(NAD 83)
 MJ0164_MARKER: DD = SURVEY DISK
 MJ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0164_STAMPING: 15 60
 MJ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0164+STABILITY: SURFACE MOTION
 MJ0164
 MJ0164  HISTORY     - Date     Condition        Report By
 MJ0164  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0164  HISTORY     - 1950     GOOD             NGS
 MJ0164
 MJ0164                          STATION DESCRIPTION
 MJ0164
 MJ0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0164'1.8 MI NE FROM WIOTA.
 MJ0164'1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE SCHOOL AT
 MJ0164'WIOTA, AT THE TOP OF A HILL, 98 FEET WEST OF HIGHWAY STATION
 MJ0164'351, 60.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 40
 MJ0164'FEET NORTHEAST OF A TELEPHONE POLE, 43 FEET SOUTHWEST OF ANOTHER
 MJ0164'TELEPHONE POLE, 19 FEET SOUTHWEST OF A FENCE CORNER, 4.7 FEET
 MJ0164'SOUTHEAST OF A FENCE, 1.8 FEET SOUTHEAST OF A WITNESS POST, SET
 MJ0164'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MJ0164'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0166 ***********************************************************************
 MJ0166  DESIGNATION -  15 61
 MJ0166  PID         -  MJ0166
 MJ0166  STATE/COUNTY-  IA/CASS
 MJ0166  USGS QUAD   -  ANITA (1971)
 MJ0166
 MJ0166                         *CURRENT SURVEY CONTROL
 MJ0166  ___________________________________________________________________
 MJ0166* NAD 83(1986)-  41 25 21.     (N)    094 49 37.     (W)     SCALED    
 MJ0166* NAVD 88     -       377.880  (meters)    1239.76   (feet)  ADJUSTED  
 MJ0166  ___________________________________________________________________
 MJ0166  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 MJ0166  DYNAMIC HT  -         377.740 (meters)    1239.30  (feet)  COMP
 MJ0166  MODELED GRAV-     980,242.1   (mgal)                       NAVD 88
 MJ0166
 MJ0166  VERT ORDER  -  FIRST     CLASS II
 MJ0166
 MJ0166.The horizontal coordinates were scaled from a topographic map and have
 MJ0166.an estimated accuracy of +/- 6 seconds.
 MJ0166
 MJ0166.The orthometric height was determined by differential leveling
 MJ0166.and adjusted by the National Geodetic Survey in June 1991..
 MJ0166
 MJ0166.The geoid height was determined by GEOID03.
 MJ0166
 MJ0166.The dynamic height is computed by dividing the NAVD 88
 MJ0166.geopotential number by the normal gravity value computed on the
 MJ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0166.degrees latitude (g = 980.6199 gals.).
 MJ0166
 MJ0166.The modeled gravity was interpolated from observed gravity values.
 MJ0166
 MJ0166;                    North         East    Units  Estimated Accuracy
 MJ0166;SPC IA S     -   158,810.      389,080.      MT  (+/- 180 meters Scaled)
 MJ0166
 MJ0166                          SUPERSEDED SURVEY CONTROL
 MJ0166
 MJ0166  NGVD 29 (??/??/92)  377.826  (m)         1239.58   (f) ADJ UNCH    1 2
 MJ0166
 MJ0166.Superseded values are not recommended for survey control.
 MJ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0166.See file dsdata.txt to determine how the superseded data were derived.
 MJ0166
 MJ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF473872(NAD 83)
 MJ0166_MARKER: DD = SURVEY DISK
 MJ0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0166_STAMPING: 15 61
 MJ0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0166+STABILITY: SURFACE MOTION
 MJ0166
 MJ0166  HISTORY     - Date     Condition        Report By
 MJ0166  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0166  HISTORY     - 1950     GOOD             NGS
 MJ0166  HISTORY     - 1969     MARK NOT FOUND   USGS
 MJ0166
 MJ0166                          STATION DESCRIPTION
 MJ0166
 MJ0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0166'3.6 MI NE FROM WIOTA.
 MJ0166'3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE SCHOOL AT WIOTA,
 MJ0166'BETWEEN THE HIGHWAY AND THE RAILROAD, 51 FEET NORTHWEST OF THE
 MJ0166'NORTHWEST RAIL, 29 FEET EAST OF HIGHWAY STATION 447, 30 FEET
 MJ0166'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET NORTHWEST
 MJ0166'OF THE 4TH POLE SOUTHWEST OF MILEPOST 429, 1.3 FEET EAST OF A
 MJ0166'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MJ0166'THE GROUND.
 MJ0166
 MJ0166                          STATION RECOVERY (1969)
 MJ0166
 MJ0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MJ0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0167 ***********************************************************************
 MJ0167  DESIGNATION -  15 62
 MJ0167  PID         -  MJ0167
 MJ0167  STATE/COUNTY-  IA/CASS
 MJ0167  USGS QUAD   -  ANITA (1971)
 MJ0167
 MJ0167                         *CURRENT SURVEY CONTROL
 MJ0167  ___________________________________________________________________
 MJ0167* NAD 83(1986)-  41 25 34.     (N)    094 48 59.     (W)     SCALED    
 MJ0167* NAVD 88     -       376.397  (meters)    1234.90   (feet)  ADJUSTED  
 MJ0167  ___________________________________________________________________
 MJ0167  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 MJ0167  DYNAMIC HT  -         376.257 (meters)    1234.44  (feet)  COMP
 MJ0167  MODELED GRAV-     980,241.6   (mgal)                       NAVD 88
 MJ0167
 MJ0167  VERT ORDER  -  FIRST     CLASS II
 MJ0167
 MJ0167.The horizontal coordinates were scaled from a topographic map and have
 MJ0167.an estimated accuracy of +/- 6 seconds.
 MJ0167
 MJ0167.The orthometric height was determined by differential leveling
 MJ0167.and adjusted by the National Geodetic Survey in June 1991..
 MJ0167
 MJ0167.The geoid height was determined by GEOID03.
 MJ0167
 MJ0167.The dynamic height is computed by dividing the NAVD 88
 MJ0167.geopotential number by the normal gravity value computed on the
 MJ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0167.degrees latitude (g = 980.6199 gals.).
 MJ0167
 MJ0167.The modeled gravity was interpolated from observed gravity values.
 MJ0167
 MJ0167;                    North         East    Units  Estimated Accuracy
 MJ0167;SPC IA S     -   159,200.      389,970.      MT  (+/- 180 meters Scaled)
 MJ0167
 MJ0167                          SUPERSEDED SURVEY CONTROL
 MJ0167
 MJ0167  NGVD 29 (??/??/92)  376.343  (m)         1234.72   (f) ADJ UNCH    1 2
 MJ0167
 MJ0167.Superseded values are not recommended for survey control.
 MJ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0167.See file dsdata.txt to determine how the superseded data were derived.
 MJ0167
 MJ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF482876(NAD 83)
 MJ0167_MARKER: DD = SURVEY DISK
 MJ0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0167_STAMPING: 15 62
 MJ0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0167+STABILITY: SURFACE MOTION
 MJ0167
 MJ0167  HISTORY     - Date     Condition        Report By
 MJ0167  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0167  HISTORY     - 1950     GOOD             NGS
 MJ0167
 MJ0167                          STATION DESCRIPTION
 MJ0167
 MJ0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0167'3 MI SW FROM ANITA.
 MJ0167'3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 MJ0167'ANITA, 146 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 MJ0167'LEADING NORTHWEST TO A FARMHOUSE, ALONG A HEDGE ROW, 46.5 FEET
 MJ0167'NORTH OF HIGHWAY STATION 478, 32 FEET NORTHWEST OF THE CENTER LINE
 MJ0167'OF THE HIGHWAY, 15.5 FEET SOUTHWEST OF A TELEPHONE POLE, 1 POLE
 MJ0167'SOUTHWEST OF MILEPOST 428.5, 1.9 FEET NORTHEAST OF A WITNESS POST,
 MJ0167'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3926 ***********************************************************************
 DH3926  DESIGNATION -  15 WL
 DH3926  PID         -  DH3926
 DH3926  STATE/COUNTY-  IA/EMMET
 DH3926  USGS QUAD   -  WILMERT LAKE (1967)
 DH3926
 DH3926                         *CURRENT SURVEY CONTROL
 DH3926  ___________________________________________________________________
 DH3926* NAD 83(1996)-  43 30 01.33958(N)    094 29 32.28821(W)     ADJUSTED  
 DH3926* NAVD 88     -       377.7    (meters)    1239.     (feet)  GPS OBS   
 DH3926  ___________________________________________________________________
 DH3926  X           -    -362,967.980 (meters)                     COMP
 DH3926  Y           -  -4,619,880.767 (meters)                     COMP
 DH3926  Z           -   4,368,232.342 (meters)                     COMP
 DH3926  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 DH3926  ELLIP HEIGHT-         349.51  (meters)          (05/31/05) GPS OBS
 DH3926  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DH3926
 DH3926  HORZ ORDER  -  FIRST
 DH3926  ELLP ORDER  -  FOURTH    CLASS I
 DH3926
 DH3926.The horizontal coordinates were established by GPS observations
 DH3926.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3926
 DH3926.The orthometric height was determined by GPS observations and a
 DH3926.high-resolution geoid model.
 DH3926
 DH3926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3926
 DH3926.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3926
 DH3926.The ellipsoidal height was determined by GPS observations
 DH3926.and is referenced to NAD 83.
 DH3926
 DH3926.The geoid height was determined by GEOID03.
 DH3926
 DH3926;                    North         East     Units Scale Factor Converg.
 DH3926;SPC IA N     - 1,222,678.406 1,419,744.124   MT  1.00005109   -0 40 21.1
 DH3926;UTM  15      - 4,817,464.331   379,355.829   MT  0.99977904   -1 01 38.5
 DH3926
 DH3926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3926!SPC IA N     -   0.99994519  x   1.00005109  =   0.99999628
 DH3926!UTM  15      -   0.99994519  x   0.99977904  =   0.99972425
 DH3926
 DH3926                          SUPERSEDED SURVEY CONTROL
 DH3926
 DH3926.No superseded survey control is available for this station.
 DH3926
 DH3926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ7935617464(NAD 83)
 DH3926_MARKER: DB = BENCH MARK DISK
 DH3926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3926_STAMPING: 15 WL 1965
 DH3926_MARK LOGO: USGS  
 DH3926_PROJECTION: FLUSH
 DH3926_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH3926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3926+STABILITY: SURFACE MOTION
 DH3926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3926+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 DH3926
 DH3926  HISTORY     - Date     Condition        Report By
 DH3926  HISTORY     - 1965     MONUMENTED       USGS
 DH3926  HISTORY     - 20041207 GOOD             MNDT
 DH3926
 DH3926                          STATION DESCRIPTION
 DH3926
 DH3926'DESCRIBED BY MN DEPT OF TRANSP 2004 (MPP)
 DH3926'4 MILES SOUTHEAST OF WILBERT, 1.5 MILES EAST ALONG COUNTY ROAD 10
 DH3926'(40TH STREET) FROM THE JUNCTION OF 165TH AVENUE IN WILBERTTHEN 3 MILES
 DH3926'SOUTH ON COUNTY ROAD 37, THEN 1.0 MILE EAST ON 10TH STREET, 26 FEET
 DH3926'SOUTH OF 10TH STREET, 93 FEET SOUTHEAST OF BRACE POST, 59.7 FEET SOUTH
 DH3926'OF POWER POLE, 2.75 FEET EAST OF BRACE POST, 0.7 FOOT NORTH OF WITNESS
 DH3926'POST.  THE MARK IS A DEPARTMENT OF INTERIOR DISK IN A CONCRETE
 DH3926'MONUMENT, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0366 ***********************************************************************
 MJ0366  DESIGNATION -  157
 MJ0366  PID         -  MJ0366
 MJ0366  STATE/COUNTY-  IA/SHELBY
 MJ0366  USGS QUAD   -  DEFIANCE (1971)
 MJ0366
 MJ0366                         *CURRENT SURVEY CONTROL
 MJ0366  ___________________________________________________________________
 MJ0366* NAD 83(1986)-  41 47 32.     (N)    095 19 31.     (W)     SCALED    
 MJ0366* NAVD 88     -       385.384  (meters)    1264.38   (feet)  ADJUSTED  
 MJ0366  ___________________________________________________________________
 MJ0366  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 MJ0366  DYNAMIC HT  -         385.200 (meters)    1263.78  (feet)  COMP
 MJ0366  MODELED GRAV-     980,134.5   (mgal)                       NAVD 88
 MJ0366
 MJ0366  VERT ORDER  -  SECOND    CLASS 0
 MJ0366
 MJ0366.The horizontal coordinates were scaled from a topographic map and have
 MJ0366.an estimated accuracy of +/- 6 seconds.
 MJ0366
 MJ0366.The orthometric height was determined by differential leveling
 MJ0366.and adjusted by the National Geodetic Survey in June 1991..
 MJ0366
 MJ0366.The geoid height was determined by GEOID03.
 MJ0366
 MJ0366.The dynamic height is computed by dividing the NAVD 88
 MJ0366.geopotential number by the normal gravity value computed on the
 MJ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0366.degrees latitude (g = 980.6199 gals.).
 MJ0366
 MJ0366.The modeled gravity was interpolated from observed gravity values.
 MJ0366
 MJ0366;                    North         East    Units  Estimated Accuracy
 MJ0366;SPC IA S     -   200,620.      348,290.      MT  (+/- 180 meters Scaled)
 MJ0366
 MJ0366                          SUPERSEDED SURVEY CONTROL
 MJ0366
 MJ0366  NGVD 29 (??/??/92)  385.246  (m)         1263.93   (f) ADJ UNCH    2 0
 MJ0366
 MJ0366.Superseded values are not recommended for survey control.
 MJ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0366.See file dsdata.txt to determine how the superseded data were derived.
 MJ0366
 MJ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG067293(NAD 83)
 MJ0366_MARKER: DD = SURVEY DISK
 MJ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0366_STAMPING: 157
 MJ0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0366+STABILITY: SURFACE MOTION
 MJ0366
 MJ0366  HISTORY     - Date     Condition        Report By
 MJ0366  HISTORY     - UNK      MONUMENTED       IOWAGS
 MJ0366  HISTORY     - 1949     GOOD             NGS
 MJ0366
 MJ0366                          STATION DESCRIPTION
 MJ0366
 MJ0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0366'2.7 MI SE FROM DEFIANCE.
 MJ0366'2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 59 FROM THE SAINT PAUL
 MJ0366'CATHOLIC SCHOOL AT DEFIANCE, AT A T ROAD JUNCTION WITH STATE
 MJ0366'HIGHWAY 268, 103.6 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 MJ0366'59, 53.5 FEET NORTH OF TELEPHONE POLE 1050, 9.0 FEET NORTHEAST
 MJ0366'OF THE CENTER OF A GATE, 45.0 FEET WEST OF A FENCE CORNER, 1.2
 MJ0366'FEET SOUTH OF A FENCE, 1.1 FEET EAST OF A WITNESS POST, SET IN
 MJ0366'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0552 ***********************************************************************
 MG0552  DESIGNATION -  16
 MG0552  PID         -  MG0552
 MG0552  STATE/COUNTY-  IA/JOHNSON
 MG0552  USGS QUAD   -  SWISHER (1994)
 MG0552
 MG0552                         *CURRENT SURVEY CONTROL
 MG0552  ___________________________________________________________________
 MG0552* NAD 83(1986)-  41 46 32.     (N)    091 37 43.     (W)     SCALED    
 MG0552* NAVD 88     -       229.918  (meters)     754.32   (feet)  ADJUSTED  
 MG0552  ___________________________________________________________________
 MG0552  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MG0552  DYNAMIC HT  -         229.830 (meters)     754.03  (feet)  COMP
 MG0552  MODELED GRAV-     980,233.9   (mgal)                       NAVD 88
 MG0552
 MG0552  VERT ORDER  -  FIRST     CLASS II
 MG0552
 MG0552.The horizontal coordinates were scaled from a topographic map and have
 MG0552.an estimated accuracy of +/- 6 seconds.
 MG0552
 MG0552.The orthometric height was determined by differential leveling
 MG0552.and adjusted by the National Geodetic Survey in June 1991..
 MG0552
 MG0552.The geoid height was determined by GEOID03.
 MG0552
 MG0552.The dynamic height is computed by dividing the NAVD 88
 MG0552.geopotential number by the normal gravity value computed on the
 MG0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0552.degrees latitude (g = 980.6199 gals.).
 MG0552
 MG0552.The modeled gravity was interpolated from observed gravity values.
 MG0552
 MG0552;                    North         East    Units  Estimated Accuracy
 MG0552;SPC IA S     -   198,850.      655,580.      MT  (+/- 180 meters Scaled)
 MG0552
 MG0552                          SUPERSEDED SURVEY CONTROL
 MG0552
 MG0552  NGVD 29 (??/??/92)  229.95   (m)          754.4    (f) COMPUTED    1 2
 MG0552
 MG0552.Superseded values are not recommended for survey control.
 MG0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0552.See file dsdata.txt to determine how the superseded data were derived.
 MG0552
 MG0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG139257(NAD 83)
 MG0552_MARKER: Z = SEE DESCRIPTION
 MG0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0552_SP_SET: CULVERT
 MG0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0552
 MG0552  HISTORY     - Date     Condition        Report By
 MG0552  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0552  HISTORY     - 1935     GOOD             IAGS
 MG0552  HISTORY     - 1966     MARK NOT FOUND   USGS
 MG0552  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0552
 MG0552                          STATION DESCRIPTION
 MG0552
 MG0552'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0552'2.6 MI NW FROM NORTH LIBERTY.
 MG0552'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 218 FROM THE INTERSECTION
 MG0552'OF MAIN STREET AT NORTH LIBERTY, JOHNSON COUNTY, NEAR THE SOUTHEAST
 MG0552'CORNER OF THE SOUTHWEST QUARTER OF SEC. 35, T.81 N., R.7 W., AT
 MG0552'PAVEMENT STATION 482+23, AT A 3- BY 3-FOOT CONCRETE-BOX CULVERT,
 MG0552'IN THE TOP OF THE NORTHEAST HEAD WALL, AND 15 FEET NORTHEAST OF THE
 MG0552'CENTERLINE OF THE HIGHWAY.  A REINFORCING BAR.
 MG0552
 MG0552                          STATION RECOVERY (1966)
 MG0552
 MG0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MG0552'MARK NOT FOUND.
 MG0552
 MG0552                          STATION RECOVERY (1998)
 MG0552
 MG0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0552'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0553 ***********************************************************************
 MG0553  DESIGNATION -  17
 MG0553  PID         -  MG0553
 MG0553  STATE/COUNTY-  IA/JOHNSON
 MG0553  USGS QUAD   -  SWISHER (1994)
 MG0553
 MG0553                         *CURRENT SURVEY CONTROL
 MG0553  ___________________________________________________________________
 MG0553* NAD 83(1986)-  41 46 49.     (N)    091 37 56.     (W)     SCALED    
 MG0553* NAVD 88     -       228.086  (meters)     748.31   (feet)  ADJUSTED  
 MG0553  ___________________________________________________________________
 MG0553  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 MG0553  DYNAMIC HT  -         227.998 (meters)     748.02  (feet)  COMP
 MG0553  MODELED GRAV-     980,234.0   (mgal)                       NAVD 88
 MG0553
 MG0553  VERT ORDER  -  FIRST     CLASS II
 MG0553
 MG0553.The horizontal coordinates were scaled from a topographic map and have
 MG0553.an estimated accuracy of +/- 6 seconds.
 MG0553
 MG0553.The orthometric height was determined by differential leveling
 MG0553.and adjusted by the National Geodetic Survey in June 1991..
 MG0553
 MG0553.The geoid height was determined by GEOID03.
 MG0553
 MG0553.The dynamic height is computed by dividing the NAVD 88
 MG0553.geopotential number by the normal gravity value computed on the
 MG0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0553.degrees latitude (g = 980.6199 gals.).
 MG0553
 MG0553.The modeled gravity was interpolated from observed gravity values.
 MG0553
 MG0553;                    North         East    Units  Estimated Accuracy
 MG0553;SPC IA S     -   199,370.      655,270.      MT  (+/- 180 meters Scaled)
 MG0553
 MG0553                          SUPERSEDED SURVEY CONTROL
 MG0553
 MG0553  NGVD 29 (??/??/92)  228.11   (m)          748.4    (f) COMPUTED    1 2
 MG0553
 MG0553.Superseded values are not recommended for survey control.
 MG0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0553.See file dsdata.txt to determine how the superseded data were derived.
 MG0553
 MG0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG136262(NAD 83)
 MG0553_MARKER: Z = SEE DESCRIPTION
 MG0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0553_SP_SET: CULVERT
 MG0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0553
 MG0553  HISTORY     - Date     Condition        Report By
 MG0553  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0553  HISTORY     - 1935     GOOD             IAGS
 MG0553  HISTORY     - 1966     MARK NOT FOUND   USGS
 MG0553  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0553
 MG0553                          STATION DESCRIPTION
 MG0553
 MG0553'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0553'3 MI NW FROM NORTH LIBERTY.
 MG0553'3.0 MILES NORTHWEST ALONG U.S. HIGHWAY 218 FROM THE INTERSECTION
 MG0553'OF MAIN STREET AT NORTH LIBERTY, JOHNSON COUNTY, IN THE NORTHWEST
 MG0553'QUARTER OF SEC. 35, T.81 N., R.7 W., AT PAVEMENT STATION 502+17,
 MG0553'AT A 24-INCH TILE CULVERT, IN THE TOP OF THE EAST HEAD WALL, AND 15
 MG0553'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A REINFORCING BAR.
 MG0553
 MG0553                          STATION RECOVERY (1966)
 MG0553
 MG0553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MG0553'MARK NOT FOUND.
 MG0553
 MG0553                          STATION RECOVERY (1998)
 MG0553
 MG0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0553'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0579 ***********************************************************************
 OO0579  DESIGNATION -  17 1
 OO0579  PID         -  OO0579
 OO0579  STATE/COUNTY-  IA/CERRO GORDO
 OO0579  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0579
 OO0579                         *CURRENT SURVEY CONTROL
 OO0579  ___________________________________________________________________
 OO0579* NAD 83(1986)-  43 07 38.     (N)    093 29 46.     (W)     SCALED    
 OO0579* NAVD 88     -       387.070  (meters)    1269.91   (feet)  ADJUSTED  
 OO0579  ___________________________________________________________________
 OO0579  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 OO0579  DYNAMIC HT  -         386.964 (meters)    1269.56  (feet)  COMP
 OO0579  MODELED GRAV-     980,336.6   (mgal)                       NAVD 88
 OO0579
 OO0579  VERT ORDER  -  FIRST     CLASS II
 OO0579
 OO0579.The horizontal coordinates were scaled from a topographic map and have
 OO0579.an estimated accuracy of +/- 6 seconds.
 OO0579
 OO0579.The orthometric height was determined by differential leveling
 OO0579.and adjusted by the National Geodetic Survey in June 1991..
 OO0579
 OO0579.The geoid height was determined by GEOID03.
 OO0579
 OO0579.The dynamic height is computed by dividing the NAVD 88
 OO0579.geopotential number by the normal gravity value computed on the
 OO0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0579.degrees latitude (g = 980.6199 gals.).
 OO0579
 OO0579.The modeled gravity was interpolated from observed gravity values.
 OO0579
 OO0579;                    North         East    Units  Estimated Accuracy
 OO0579;SPC IA N     - 1,180,750.    1,500,320.      MT  (+/- 180 meters Scaled)
 OO0579
 OO0579                          SUPERSEDED SURVEY CONTROL
 OO0579
 OO0579  NGVD 29 (??/??/92)  387.048  (m)         1269.84   (f) ADJ UNCH    1 2
 OO0579
 OO0579.Superseded values are not recommended for survey control.
 OO0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0579.See file dsdata.txt to determine how the superseded data were derived.
 OO0579
 OO0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH596750(NAD 83)
 OO0579_MARKER: DD = SURVEY DISK
 OO0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0579_STAMPING: 17-1
 OO0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0579+STABILITY: SURFACE MOTION
 OO0579
 OO0579  HISTORY     - Date     Condition        Report By
 OO0579  HISTORY     - UNK      MONUMENTED       IAGS
 OO0579  HISTORY     - 1934     GOOD             NGS
 OO0579
 OO0579                          STATION DESCRIPTION
 OO0579
 OO0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0579'0.9 MI W FROM VENTURA.
 OO0579'0.9 MILE WEST ALONG U.S. HIGHWAY 18 FROM THE COUNTY-ROAD CROSSING AT
 OO0579'VENTURA, CERRO GORDO COUNTY, ON THE NORTH SIDE OF THE HIGHWAY, 418
 OO0579'FEET EAST AND 40.5 FEET NORTH OF THE NORTHWEST CORNER OF SEC. 19, T.
 OO0579'96 N., R. 22 W., AND IN SECTION 18.  A STATE SURVEY STANDARD DISK,
 OO0579'STAMPED 17-1 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0588 ***********************************************************************
 OO0588  DESIGNATION -  17 10
 OO0588  PID         -  OO0588
 OO0588  STATE/COUNTY-  IA/CERRO GORDO
 OO0588  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0588
 OO0588                         *CURRENT SURVEY CONTROL
 OO0588  ___________________________________________________________________
 OO0588* NAD 83(1986)-  43 08 08.     (N)    093 24 49.     (W)     SCALED    
 OO0588* NAVD 88     -       379.110  (meters)    1243.80   (feet)  ADJUSTED  
 OO0588  ___________________________________________________________________
 OO0588  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 OO0588  DYNAMIC HT  -         379.021 (meters)    1243.50  (feet)  COMP
 OO0588  MODELED GRAV-     980,374.6   (mgal)                       NAVD 88
 OO0588
 OO0588  VERT ORDER  -  FIRST     CLASS II
 OO0588
 OO0588.The horizontal coordinates were scaled from a topographic map and have
 OO0588.an estimated accuracy of +/- 6 seconds.
 OO0588
 OO0588.The orthometric height was determined by differential leveling
 OO0588.and adjusted by the National Geodetic Survey in June 1991..
 OO0588
 OO0588.The geoid height was determined by GEOID03.
 OO0588
 OO0588.The dynamic height is computed by dividing the NAVD 88
 OO0588.geopotential number by the normal gravity value computed on the
 OO0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0588.degrees latitude (g = 980.6199 gals.).
 OO0588
 OO0588.The modeled gravity was interpolated from observed gravity values.
 OO0588
 OO0588;                    North         East    Units  Estimated Accuracy
 OO0588;SPC IA N     - 1,181,680.    1,507,030.      MT  (+/- 180 meters Scaled)
 OO0588
 OO0588                          SUPERSEDED SURVEY CONTROL
 OO0588
 OO0588  NGVD 29 (??/??/92)  379.104  (m)         1243.78   (f) ADJ UNCH    1 2
 OO0588
 OO0588.Superseded values are not recommended for survey control.
 OO0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0588.See file dsdata.txt to determine how the superseded data were derived.
 OO0588
 OO0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH663759(NAD 83)
 OO0588_MARKER: DD = SURVEY DISK
 OO0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0588_STAMPING: 17-10
 OO0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0588+STABILITY: SURFACE MOTION
 OO0588
 OO0588  HISTORY     - Date     Condition        Report By
 OO0588  HISTORY     - UNK      MONUMENTED       IAGS
 OO0588  HISTORY     - 1934     GOOD             NGS
 OO0588  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0588
 OO0588                          STATION DESCRIPTION
 OO0588
 OO0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0588'1.9 MI W FROM CLEAR LAKE.
 OO0588'1.9 MILES WEST ALONG U.S. HIGHWAY 18 FROM CLEAR LAKE, CERRO GORDO
 OO0588'COUNTY, 1/4 MILE EAST OF THE WEST LINE OF SEC. 14, T. 96 N., R. 22 W.,
 OO0588'78.0 FEET EAST OF PAVEMENT STATION 237, AND 42.8 FEET WEST OF STATION
 OO0588'238.  A STATE SURVEY STANDARD DISK, STAMPED 17-10 AND SET IN THE TOP
 OO0588'OF A CONCRETE POST.
 OO0588
 OO0588                          STATION RECOVERY (1972)
 OO0588
 OO0588'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0589 ***********************************************************************
 OO0589  DESIGNATION -  17 11
 OO0589  PID         -  OO0589
 OO0589  STATE/COUNTY-  IA/CERRO GORDO
 OO0589  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0589
 OO0589                         *CURRENT SURVEY CONTROL
 OO0589  ___________________________________________________________________
 OO0589* NAD 83(1986)-  43 08 13.     (N)    093 24 41.     (W)     SCALED    
 OO0589* NAVD 88     -       379.859  (meters)    1246.25   (feet)  ADJUSTED  
 OO0589  ___________________________________________________________________
 OO0589  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 OO0589  DYNAMIC HT  -         379.770 (meters)    1245.96  (feet)  COMP
 OO0589  MODELED GRAV-     980,375.3   (mgal)                       NAVD 88
 OO0589
 OO0589  VERT ORDER  -  FIRST     CLASS II
 OO0589
 OO0589.The horizontal coordinates were scaled from a topographic map and have
 OO0589.an estimated accuracy of +/- 6 seconds.
 OO0589
 OO0589.The orthometric height was determined by differential leveling
 OO0589.and adjusted by the National Geodetic Survey in June 1991..
 OO0589
 OO0589.The geoid height was determined by GEOID03.
 OO0589
 OO0589.The dynamic height is computed by dividing the NAVD 88
 OO0589.geopotential number by the normal gravity value computed on the
 OO0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0589.degrees latitude (g = 980.6199 gals.).
 OO0589
 OO0589.The modeled gravity was interpolated from observed gravity values.
 OO0589
 OO0589;                    North         East    Units  Estimated Accuracy
 OO0589;SPC IA N     - 1,181,830.    1,507,210.      MT  (+/- 180 meters Scaled)
 OO0589
 OO0589                          SUPERSEDED SURVEY CONTROL
 OO0589
 OO0589  NGVD 29 (??/??/92)  379.854  (m)         1246.24   (f) ADJ UNCH    1 2
 OO0589
 OO0589.Superseded values are not recommended for survey control.
 OO0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0589.See file dsdata.txt to determine how the superseded data were derived.
 OO0589
 OO0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH665761(NAD 83)
 OO0589_MARKER: DD = SURVEY DISK
 OO0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0589_STAMPING: 17-11
 OO0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0589+STABILITY: SURFACE MOTION
 OO0589
 OO0589  HISTORY     - Date     Condition        Report By
 OO0589  HISTORY     - UNK      MONUMENTED       IAGS
 OO0589  HISTORY     - 1934     GOOD             NGS
 OO0589  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0589
 OO0589                          STATION DESCRIPTION
 OO0589
 OO0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0589'1.7 MI W FROM CLEAR LAKE.
 OO0589'1.7 MILES WEST ALONG U.S. HIGHWAY 18 FROM CLEAR LAKE, CERRO GORDO
 OO0589'COUNTY, 0.4 MILE EAST OF THE WEST LINE OF SEC. 14, T. 96 N., R. 22 W.,
 OO0589'105 FEET SOUTHEAST OF PAVEMENT STATION 244, AND 30.5 FEET SOUTH OF
 OO0589'STATION 245.  A STATE SURVEY STANDARD DISK, STAMPED 17-11 AND SET IN
 OO0589'THE TOP OF A CONCRETE POST.
 OO0589
 OO0589                          STATION RECOVERY (1972)
 OO0589
 OO0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0608 ***********************************************************************
 OO0608  DESIGNATION -  17 117
 OO0608  PID         -  OO0608
 OO0608  STATE/COUNTY-  IA/CERRO GORDO
 OO0608  USGS QUAD   -  CLEAR LAKE EAST (1972)
 OO0608
 OO0608                         *CURRENT SURVEY CONTROL
 OO0608  ___________________________________________________________________
 OO0608* NAD 83(1986)-  43 08 54.     (N)    093 15 39.     (W)     SCALED    
 OO0608* NAVD 88     -       356.505  (meters)    1169.63   (feet)  ADJUSTED  
 OO0608  ___________________________________________________________________
 OO0608  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 OO0608  DYNAMIC HT  -         356.440 (meters)    1169.42  (feet)  COMP
 OO0608  MODELED GRAV-     980,425.2   (mgal)                       NAVD 88
 OO0608
 OO0608  VERT ORDER  -  FIRST     CLASS II
 OO0608
 OO0608.The horizontal coordinates were scaled from a topographic map and have
 OO0608.an estimated accuracy of +/- 6 seconds.
 OO0608
 OO0608.The orthometric height was determined by differential leveling
 OO0608.and adjusted by the National Geodetic Survey in June 1991..
 OO0608
 OO0608.The geoid height was determined by GEOID03.
 OO0608
 OO0608.The dynamic height is computed by dividing the NAVD 88
 OO0608.geopotential number by the normal gravity value computed on the
 OO0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0608.degrees latitude (g = 980.6199 gals.).
 OO0608
 OO0608.The modeled gravity was interpolated from observed gravity values.
 OO0608
 OO0608;                    North         East    Units  Estimated Accuracy
 OO0608;SPC IA N     - 1,183,120.    1,519,450.      MT  (+/- 180 meters Scaled)
 OO0608
 OO0608                          SUPERSEDED SURVEY CONTROL
 OO0608
 OO0608  NGVD 29 (??/??/92)  356.525  (m)         1169.70   (f) ADJ UNCH    1 2
 OO0608
 OO0608.Superseded values are not recommended for survey control.
 OO0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0608.See file dsdata.txt to determine how the superseded data were derived.
 OO0608
 OO0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH787773(NAD 83)
 OO0608_MARKER: DD = SURVEY DISK
 OO0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0608_STAMPING: 17-117
 OO0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0608+STABILITY: SURFACE MOTION
 OO0608
 OO0608  HISTORY     - Date     Condition        Report By
 OO0608  HISTORY     - UNK      MONUMENTED       IAGS
 OO0608  HISTORY     - 1957     MARK NOT FOUND   USGS
 OO0608
 OO0608                          STATION DESCRIPTION
 OO0608
 OO0608'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 OO0608'2.8 MI W FROM MASON CITY.
 OO0608'2.8 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE CROSSING OF THE CHICAGO
 OO0608'AND NORTH WESTERN RAILWAY AND THE CHICAGO GREAT WESTERN RAILWAY AT
 OO0608'MASON CITY, CERRO GORDO COUNTY, 0.83 MILE EAST OF THE WEST QUARTER
 OO0608'CORNER OF SEC. 12, T. 96 N., R. 21 W., ON THE SOUTH SIDE OF THE
 OO0608'HIGHWAY, 30 FEET EAST OF A POLE, AND 6.2 FEET EAST OF A CONCRETE FENCE
 OO0608'POST.  A STATE SURVEY STANDARD DISK, STAMPED 17-117 AND SET IN THE TOP
 OO0608'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0590 ***********************************************************************
 OO0590  DESIGNATION -  17 12
 OO0590  PID         -  OO0590
 OO0590  STATE/COUNTY-  IA/CERRO GORDO
 OO0590  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0590
 OO0590                         *CURRENT SURVEY CONTROL
 OO0590  ___________________________________________________________________
 OO0590* NAD 83(1986)-  43 08 20.     (N)    093 24 31.     (W)     SCALED    
 OO0590* NAVD 88     -       377.368  (meters)    1238.08   (feet)  ADJUSTED  
 OO0590  ___________________________________________________________________
 OO0590  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 OO0590  DYNAMIC HT  -         377.280 (meters)    1237.79  (feet)  COMP
 OO0590  MODELED GRAV-     980,376.1   (mgal)                       NAVD 88
 OO0590
 OO0590  VERT ORDER  -  FIRST     CLASS II
 OO0590
 OO0590.The horizontal coordinates were scaled from a topographic map and have
 OO0590.an estimated accuracy of +/- 6 seconds.
 OO0590
 OO0590.The orthometric height was determined by differential leveling
 OO0590.and adjusted by the National Geodetic Survey in June 1991..
 OO0590
 OO0590.The geoid height was determined by GEOID03.
 OO0590
 OO0590.The dynamic height is computed by dividing the NAVD 88
 OO0590.geopotential number by the normal gravity value computed on the
 OO0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0590.degrees latitude (g = 980.6199 gals.).
 OO0590
 OO0590.The modeled gravity was interpolated from observed gravity values.
 OO0590
 OO0590;                    North         East    Units  Estimated Accuracy
 OO0590;SPC IA N     - 1,182,050.    1,507,440.      MT  (+/- 180 meters Scaled)
 OO0590
 OO0590                          SUPERSEDED SURVEY CONTROL
 OO0590
 OO0590  NGVD 29 (??/??/92)  377.364  (m)         1238.07   (f) ADJ UNCH    1 2
 OO0590
 OO0590.Superseded values are not recommended for survey control.
 OO0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0590.See file dsdata.txt to determine how the superseded data were derived.
 OO0590
 OO0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH667763(NAD 83)
 OO0590_MARKER: DD = SURVEY DISK
 OO0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0590_STAMPING: 17-12
 OO0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0590+STABILITY: SURFACE MOTION
 OO0590
 OO0590  HISTORY     - Date     Condition        Report By
 OO0590  HISTORY     - UNK      MONUMENTED       IAGS
 OO0590  HISTORY     - 1934     GOOD             NGS
 OO0590  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0590
 OO0590                          STATION DESCRIPTION
 OO0590
 OO0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0590'1.5 MI W FROM CLEAR LAKE.
 OO0590'1.5 MILES WEST ALONG U.S. HIGHWAY 18 FROM CLEAR LAKE, CERRO GORDO
 OO0590'COUNTY, IN SEC. 14, T. 96 N., R. 22 W., 58.5 FEET EAST OF PAVEMENT
 OO0590'STATION 253, AND 46.3 FEET WEST OF STATION 254.  A STATE SURVEY
 OO0590'STANDARD DISK, STAMPED 17-12 AND SET IN THE TOP OF A CONCRETE POST.
 OO0590
 OO0590                          STATION RECOVERY (1972)
 OO0590
 OO0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0607 ***********************************************************************
 OO0607  DESIGNATION -  17 120
 OO0607  PID         -  OO0607
 OO0607  STATE/COUNTY-  IA/CERRO GORDO
 OO0607  USGS QUAD   -  CLEAR LAKE EAST (1972)
 OO0607
 OO0607                         *CURRENT SURVEY CONTROL
 OO0607  ___________________________________________________________________
 OO0607* NAD 83(1986)-  43 08 54.     (N)    093 17 48.     (W)     SCALED    
 OO0607* NAVD 88     -       363.693  (meters)    1193.22   (feet)  ADJUSTED  
 OO0607  ___________________________________________________________________
 OO0607  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 OO0607  DYNAMIC HT  -         363.624 (meters)    1192.99  (feet)  COMP
 OO0607  MODELED GRAV-     980,418.5   (mgal)                       NAVD 88
 OO0607
 OO0607  VERT ORDER  -  FIRST     CLASS II
 OO0607
 OO0607.The horizontal coordinates were scaled from a topographic map and have
 OO0607.an estimated accuracy of +/- 6 seconds.
 OO0607
 OO0607.The orthometric height was determined by differential leveling
 OO0607.and adjusted by the National Geodetic Survey in June 1991..
 OO0607
 OO0607.The geoid height was determined by GEOID03.
 OO0607
 OO0607.The dynamic height is computed by dividing the NAVD 88
 OO0607.geopotential number by the normal gravity value computed on the
 OO0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0607.degrees latitude (g = 980.6199 gals.).
 OO0607
 OO0607.The modeled gravity was interpolated from observed gravity values.
 OO0607
 OO0607;                    North         East    Units  Estimated Accuracy
 OO0607;SPC IA N     - 1,183,120.    1,516,540.      MT  (+/- 180 meters Scaled)
 OO0607
 OO0607                          SUPERSEDED SURVEY CONTROL
 OO0607
 OO0607  NGVD 29 (??/??/92)  363.709  (m)         1193.27   (f) ADJ UNCH    1 2
 OO0607
 OO0607.Superseded values are not recommended for survey control.
 OO0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0607.See file dsdata.txt to determine how the superseded data were derived.
 OO0607
 OO0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH758773(NAD 83)
 OO0607_MARKER: DD = SURVEY DISK
 OO0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0607_STAMPING: 17-120
 OO0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0607+STABILITY: SURFACE MOTION
 OO0607
 OO0607  HISTORY     - Date     Condition        Report By
 OO0607  HISTORY     - UNK      MONUMENTED       IAGS
 OO0607  HISTORY     - 1957     MARK NOT FOUND   USGS
 OO0607
 OO0607                          STATION DESCRIPTION
 OO0607
 OO0607'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 OO0607'4.5 MI E FROM CLEAR LAKE.
 OO0607'4.5 MILES EAST ALONG U.S. HIGHWAY 18 FROM CLEAR LAKE, CERRO GORDO
 OO0607'COUNTY, 0.08 MILE EAST OF THE WEST QUARTER CORNER OF SEC. 11, T. 96
 OO0607'N., R. 21 W., 59.9 FEET EAST OF A POLE, AND 25.9 FEET SOUTH OF THE
 OO0607'CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 OO0607'17-120 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0606 ***********************************************************************
 OO0606  DESIGNATION -  17 121
 OO0606  PID         -  OO0606
 OO0606  STATE/COUNTY-  IA/CERRO GORDO
 OO0606  USGS QUAD   -  CLEAR LAKE EAST (1972)
 OO0606
 OO0606                         *CURRENT SURVEY CONTROL
 OO0606  ___________________________________________________________________
 OO0606* NAD 83(1986)-  43 08 53.     (N)    093 18 16.     (W)     SCALED    
 OO0606* NAVD 88     -       358.991  (meters)    1177.79   (feet)  ADJUSTED  
 OO0606  ___________________________________________________________________
 OO0606  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 OO0606  DYNAMIC HT  -         358.922 (meters)    1177.56  (feet)  COMP
 OO0606  MODELED GRAV-     980,416.2   (mgal)                       NAVD 88
 OO0606
 OO0606  VERT ORDER  -  FIRST     CLASS II
 OO0606
 OO0606.The horizontal coordinates were scaled from a topographic map and have
 OO0606.an estimated accuracy of +/- 6 seconds.
 OO0606
 OO0606.The orthometric height was determined by differential leveling
 OO0606.and adjusted by the National Geodetic Survey in June 1991..
 OO0606
 OO0606.The geoid height was determined by GEOID03.
 OO0606
 OO0606.The dynamic height is computed by dividing the NAVD 88
 OO0606.geopotential number by the normal gravity value computed on the
 OO0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0606.degrees latitude (g = 980.6199 gals.).
 OO0606
 OO0606.The modeled gravity was interpolated from observed gravity values.
 OO0606
 OO0606;                    North         East    Units  Estimated Accuracy
 OO0606;SPC IA N     - 1,183,080.    1,515,910.      MT  (+/- 180 meters Scaled)
 OO0606
 OO0606                          SUPERSEDED SURVEY CONTROL
 OO0606
 OO0606  NGVD 29 (??/??/92)  359.007  (m)         1177.84   (f) ADJ UNCH    1 2
 OO0606
 OO0606.Superseded values are not recommended for survey control.
 OO0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0606.See file dsdata.txt to determine how the superseded data were derived.
 OO0606
 OO0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH752773(NAD 83)
 OO0606_MARKER: DD = SURVEY DISK
 OO0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0606_STAMPING: 17-121
 OO0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0606+STABILITY: SURFACE MOTION
 OO0606
 OO0606  HISTORY     - Date     Condition        Report By
 OO0606  HISTORY     - UNK      MONUMENTED       IAGS
 OO0606  HISTORY     - 1957     MARK NOT FOUND   USGS
 OO0606
 OO0606                          STATION DESCRIPTION
 OO0606
 OO0606'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 OO0606'4.2 MI E FROM CLEAR LAKE.
 OO0606'4.2 MILES EAST ALONG U.S. HIGHWAY 18 FROM CLEAR LAKE, CERRO GORDO
 OO0606'COUNTY, 0.3 MILE WEST OF THE EAST QUARTER CORNER OF SEC. 10, T. 96 N.,
 OO0606'R. 21 W., ON THE NORTH SIDE OF THE HIGHWAY, 56.4 FEET NORTH OF A POLE
 OO0606'ON THE SOUTH SIDE OF THE HIGHWAY, AND 23.5 FEET WEST OF ANOTHER POLE.
 OO0606'A STATE SURVEY STANDARD DISK, STAMPED 17-121 AND SET IN THE TOP OF A
 OO0606'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0605 ***********************************************************************
 OO0605  DESIGNATION -  17 122
 OO0605  PID         -  OO0605
 OO0605  STATE/COUNTY-  IA/CERRO GORDO
 OO0605  USGS QUAD   -  CLEAR LAKE EAST (1972)
 OO0605
 OO0605                         *CURRENT SURVEY CONTROL
 OO0605  ___________________________________________________________________
 OO0605* NAD 83(1986)-  43 08 54.     (N)    093 18 45.     (W)     SCALED    
 OO0605* NAVD 88     -       360.828  (meters)    1183.82   (feet)  ADJUSTED  
 OO0605  ___________________________________________________________________
 OO0605  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 OO0605  DYNAMIC HT  -         360.757 (meters)    1183.58  (feet)  COMP
 OO0605  MODELED GRAV-     980,413.4   (mgal)                       NAVD 88
 OO0605
 OO0605  VERT ORDER  -  FIRST     CLASS II
 OO0605
 OO0605.The horizontal coordinates were scaled from a topographic map and have
 OO0605.an estimated accuracy of +/- 6 seconds.
 OO0605
 OO0605.The orthometric height was determined by differential leveling
 OO0605.and adjusted by the National Geodetic Survey in June 1991..
 OO0605
 OO0605.The geoid height was determined by GEOID03.
 OO0605
 OO0605.The dynamic height is computed by dividing the NAVD 88
 OO0605.geopotential number by the normal gravity value computed on the
 OO0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0605.degrees latitude (g = 980.6199 gals.).
 OO0605
 OO0605.The modeled gravity was interpolated from observed gravity values.
 OO0605
 OO0605;                    North         East    Units  Estimated Accuracy
 OO0605;SPC IA N     - 1,183,110.    1,515,250.      MT  (+/- 180 meters Scaled)
 OO0605
 OO0605                          SUPERSEDED SURVEY CONTROL
 OO0605
 OO0605  NGVD 29 (??/??/92)  360.842  (m)         1183.86   (f) ADJ UNCH    1 2
 OO0605
 OO0605.Superseded values are not recommended for survey control.
 OO0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0605.See file dsdata.txt to determine how the superseded data were derived.
 OO0605
 OO0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH745773(NAD 83)
 OO0605_MARKER: DD = SURVEY DISK
 OO0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0605_STAMPING: 17-122
 OO0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0605+STABILITY: SURFACE MOTION
 OO0605
 OO0605  HISTORY     - Date     Condition        Report By
 OO0605  HISTORY     - UNK      MONUMENTED       IAGS
 OO0605  HISTORY     - 1934     GOOD             NGS
 OO0605  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0605
 OO0605                          STATION DESCRIPTION
 OO0605
 OO0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0605'3.8 MI E FROM CLEAR LAKE.
 OO0605'3.8 MILES EAST ALONG U.S. HIGHWAY 18 FROM CLEAR LAKE, CERRO GORDO
 OO0605'COUNTY, 0.4 MILE EAST OF THE WEST QUARTER CORNER OF SEC. 10, T. 96 N.,
 OO0605'R. 21 W., 22.5 FEET SOUTH OF THE SOUTH EDGE OF THE PAVEMENT, 22 FEET
 OO0605'EAST OF A POLE, AND 10.5 FEET NORTHWEST OF A STEEL FENCE POST. A STATE
 OO0605'SURVEY STANDARD DISK, STAMPED 17-122 AND SET IN THE TOP OF A CONCRETE
 OO0605'POST.
 OO0605
 OO0605                          STATION RECOVERY (1972)
 OO0605
 OO0605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0604 ***********************************************************************
 OO0604  DESIGNATION -  17 123
 OO0604  PID         -  OO0604
 OO0604  STATE/COUNTY-  IA/CERRO GORDO
 OO0604  USGS QUAD   -  CLEAR LAKE EAST (1972)
 OO0604
 OO0604                         *CURRENT SURVEY CONTROL
 OO0604  ___________________________________________________________________
 OO0604* NAD 83(1986)-  43 08 53.     (N)    093 19 19.     (W)     SCALED    
 OO0604* NAVD 88     -       362.021  (meters)    1187.73   (feet)  ADJUSTED  
 OO0604  ___________________________________________________________________
 OO0604  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 OO0604  DYNAMIC HT  -         361.949 (meters)    1187.49  (feet)  COMP
 OO0604  MODELED GRAV-     980,410.1   (mgal)                       NAVD 88
 OO0604
 OO0604  VERT ORDER  -  FIRST     CLASS II
 OO0604
 OO0604.The horizontal coordinates were scaled from a topographic map and have
 OO0604.an estimated accuracy of +/- 6 seconds.
 OO0604
 OO0604.The orthometric height was determined by differential leveling
 OO0604.and adjusted by the National Geodetic Survey in June 1991..
 OO0604
 OO0604.The geoid height was determined by GEOID03.
 OO0604
 OO0604.The dynamic height is computed by dividing the NAVD 88
 OO0604.geopotential number by the normal gravity value computed on the
 OO0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0604.degrees latitude (g = 980.6199 gals.).
 OO0604
 OO0604.The modeled gravity was interpolated from observed gravity values.
 OO0604
 OO0604;                    North         East    Units  Estimated Accuracy
 OO0604;SPC IA N     - 1,183,080.    1,514,480.      MT  (+/- 180 meters Scaled)
 OO0604
 OO0604                          SUPERSEDED SURVEY CONTROL
 OO0604
 OO0604  NGVD 29 (??/??/92)  362.034  (m)         1187.77   (f) ADJ UNCH    1 2
 OO0604
 OO0604.Superseded values are not recommended for survey control.
 OO0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0604.See file dsdata.txt to determine how the superseded data were derived.
 OO0604
 OO0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH738773(NAD 83)
 OO0604_MARKER: DD = SURVEY DISK
 OO0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0604_STAMPING: 17-123
 OO0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0604+STABILITY: SURFACE MOTION
 OO0604
 OO0604  HISTORY     - Date     Condition        Report By
 OO0604  HISTORY     - UNK      MONUMENTED       IAGS
 OO0604  HISTORY     - 1934     GOOD             NGS
 OO0604  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0604
 OO0604                          STATION DESCRIPTION
 OO0604
 OO0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0604'3.3 MI E FROM CLEAR LAKE.
 OO0604'3.3 MILES EAST ALONG U.S. HIGHWAY 18 FROM CLEAR LAKE, CERRO GORDO
 OO0604'COUNTY, 0.05 MILE WEST OF THE WEST QUARTER CORNER OF SEC. 10, T. 96
 OO0604'N., R. 21 W., ON THE NORTH SIDE OF THE HIGHWAY, 70 FEET NORTHEAST OF A
 OO0604'POLE ON THE SOUTH SIDE OF THE HIGHWAY, AND 55.2 FEET EAST OF ANOTHER
 OO0604'POLE.  A STATE SURVEY STANDARD DISK, STAMPED 17-123 AND SET IN THE TOP
 OO0604'OF A CONCRETE POST.
 OO0604
 OO0604                          STATION RECOVERY (1972)
 OO0604
 OO0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0603 ***********************************************************************
 OO0603  DESIGNATION -  17 124
 OO0603  PID         -  OO0603
 OO0603  STATE/COUNTY-  IA/CERRO GORDO
 OO0603  USGS QUAD   -  CLEAR LAKE EAST (1972)
 OO0603
 OO0603                         *CURRENT SURVEY CONTROL
 OO0603  ___________________________________________________________________
 OO0603* NAD 83(1986)-  43 08 53.     (N)    093 19 44.     (W)     SCALED    
 OO0603* NAVD 88     -       362.512  (meters)    1189.34   (feet)  ADJUSTED  
 OO0603  ___________________________________________________________________
 OO0603  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 OO0603  DYNAMIC HT  -         362.439 (meters)    1189.10  (feet)  COMP
 OO0603  MODELED GRAV-     980,407.6   (mgal)                       NAVD 88
 OO0603
 OO0603  VERT ORDER  -  FIRST     CLASS II
 OO0603
 OO0603.The horizontal coordinates were scaled from a topographic map and have
 OO0603.an estimated accuracy of +/- 6 seconds.
 OO0603
 OO0603.The orthometric height was determined by differential leveling
 OO0603.and adjusted by the National Geodetic Survey in June 1991..
 OO0603
 OO0603.The geoid height was determined by GEOID03.
 OO0603
 OO0603.The dynamic height is computed by dividing the NAVD 88
 OO0603.geopotential number by the normal gravity value computed on the
 OO0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0603.degrees latitude (g = 980.6199 gals.).
 OO0603
 OO0603.The modeled gravity was interpolated from observed gravity values.
 OO0603
 OO0603;                    North         East    Units  Estimated Accuracy
 OO0603;SPC IA N     - 1,183,080.    1,513,920.      MT  (+/- 180 meters Scaled)
 OO0603
 OO0603                          SUPERSEDED SURVEY CONTROL
 OO0603
 OO0603  NGVD 29 (??/??/92)  362.524  (m)         1189.38   (f) ADJ UNCH    1 2
 OO0603
 OO0603.Superseded values are not recommended for survey control.
 OO0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0603.See file dsdata.txt to determine how the superseded data were derived.
 OO0603
 OO0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH732773(NAD 83)
 OO0603_MARKER: DD = SURVEY DISK
 OO0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0603_STAMPING: 17-124
 OO0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0603+STABILITY: SURFACE MOTION
 OO0603
 OO0603  HISTORY     - Date     Condition        Report By
 OO0603  HISTORY     - UNK      MONUMENTED       IAGS
 OO0603  HISTORY     - 1934     GOOD             NGS
 OO0603  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0603
 OO0603                          STATION DESCRIPTION
 OO0603
 OO0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0603'3.0 MI E FROM CLEAR LAKE.
 OO0603'3.0 MILES EAST ALONG U.S. HIGHWAY 18 FROM CLEAR LAKE, CERRO GORDO
 OO0603'COUNTY, 0.4 MILE WEST OF THE WEST QUARTER CORNER OF SEC. 10, T. 96 N.,
 OO0603'R. 21 W., ON THE SOUTH SIDE OF THE HIGHWAY, 67.2 FEET SOUTH OF A BRICK
 OO0603'PILLAR AT THE SOUTHEAST CORNER OF A FARMYARD, 36.3 FEET EAST OF POLE
 OO0603'270, AND 10 FEET EAST OF A CORNER POST.  A STATE SURVEY STANDARD DISK,
 OO0603'STAMPED 17-124 AND SET IN THE TOP OF A CONCRETE POST.
 OO0603
 OO0603                          STATION RECOVERY (1972)
 OO0603
 OO0603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0602 ***********************************************************************
 OO0602  DESIGNATION -  17 125
 OO0602  PID         -  OO0602
 OO0602  STATE/COUNTY-  IA/CERRO GORDO
 OO0602  USGS QUAD   -  CLEAR LAKE EAST (1972)
 OO0602
 OO0602                         *CURRENT SURVEY CONTROL
 OO0602  ___________________________________________________________________
 OO0602* NAD 83(1986)-  43 08 53.     (N)    093 20 28.     (W)     SCALED    
 OO0602* NAVD 88     -       363.443  (meters)    1192.40   (feet)  ADJUSTED  
 OO0602  ___________________________________________________________________
 OO0602  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 OO0602  DYNAMIC HT  -         363.368 (meters)    1192.15  (feet)  COMP
 OO0602  MODELED GRAV-     980,402.9   (mgal)                       NAVD 88
 OO0602
 OO0602  VERT ORDER  -  FIRST     CLASS II
 OO0602
 OO0602.The horizontal coordinates were scaled from a topographic map and have
 OO0602.an estimated accuracy of +/- 6 seconds.
 OO0602
 OO0602.The orthometric height was determined by differential leveling
 OO0602.and adjusted by the National Geodetic Survey in June 1991..
 OO0602
 OO0602.The geoid height was determined by GEOID03.
 OO0602
 OO0602.The dynamic height is computed by dividing the NAVD 88
 OO0602.geopotential number by the normal gravity value computed on the
 OO0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0602.degrees latitude (g = 980.6199 gals.).
 OO0602
 OO0602.The modeled gravity was interpolated from observed gravity values.
 OO0602
 OO0602;                    North         East    Units  Estimated Accuracy
 OO0602;SPC IA N     - 1,183,080.    1,512,930.      MT  (+/- 180 meters Scaled)
 OO0602
 OO0602                          SUPERSEDED SURVEY CONTROL
 OO0602
 OO0602  NGVD 29 (??/??/92)  363.453  (m)         1192.43   (f) ADJ UNCH    1 2
 OO0602
 OO0602.Superseded values are not recommended for survey control.
 OO0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0602.See file dsdata.txt to determine how the superseded data were derived.
 OO0602
 OO0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH722773(NAD 83)
 OO0602_MARKER: DD = SURVEY DISK
 OO0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0602_STAMPING: 17-125
 OO0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0602+STABILITY: SURFACE MOTION
 OO0602
 OO0602  HISTORY     - Date     Condition        Report By
 OO0602  HISTORY     - UNK      MONUMENTED       IAGS
 OO0602  HISTORY     - 1934     GOOD             NGS
 OO0602  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0602
 OO0602                          STATION DESCRIPTION
 OO0602
 OO0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0602'2.4 MI NE FROM CLEAR LAKE.
 OO0602'2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 18 FROM CLEAR LAKE, CERRO GORDO
 OO0602'COUNTY, IN SEC. 9, T. 96 N., R. 21 W., 0.1 MILE EAST OF THE WEST
 OO0602'SECTION LINE, 60.4 FEET EAST OF POWERLINE POLE 7361, AND 28.2 FEET
 OO0602'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 OO0602'STAMPED 17-125 AND SET IN THE TOP OF A CONCRETE POST.
 OO0602
 OO0602                          STATION RECOVERY (1972)
 OO0602
 OO0602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0601 ***********************************************************************
 OO0601  DESIGNATION -  17 126
 OO0601  PID         -  OO0601
 OO0601  STATE/COUNTY-  IA/CERRO GORDO
 OO0601  USGS QUAD   -  CLEAR LAKE EAST (1972)
 OO0601
 OO0601                         *CURRENT SURVEY CONTROL
 OO0601  ___________________________________________________________________
 OO0601* NAD 83(1986)-  43 08 47.     (N)    093 21 12.     (W)     SCALED    
 OO0601* NAVD 88     -       366.214  (meters)    1201.49   (feet)  ADJUSTED  
 OO0601  ___________________________________________________________________
 OO0601  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 OO0601  DYNAMIC HT  -         366.137 (meters)    1201.23  (feet)  COMP
 OO0601  MODELED GRAV-     980,398.3   (mgal)                       NAVD 88
 OO0601
 OO0601  VERT ORDER  -  FIRST     CLASS II
 OO0601
 OO0601.The horizontal coordinates were scaled from a topographic map and have
 OO0601.an estimated accuracy of +/- 6 seconds.
 OO0601
 OO0601.The orthometric height was determined by differential leveling
 OO0601.and adjusted by the National Geodetic Survey in June 1991..
 OO0601
 OO0601.The geoid height was determined by GEOID03.
 OO0601
 OO0601.The dynamic height is computed by dividing the NAVD 88
 OO0601.geopotential number by the normal gravity value computed on the
 OO0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0601.degrees latitude (g = 980.6199 gals.).
 OO0601
 OO0601.The modeled gravity was interpolated from observed gravity values.
 OO0601
 OO0601;                    North         East    Units  Estimated Accuracy
 OO0601;SPC IA N     - 1,182,890.    1,511,930.      MT  (+/- 180 meters Scaled)
 OO0601
 OO0601                          SUPERSEDED SURVEY CONTROL
 OO0601
 OO0601  NGVD 29 (??/??/92)  366.222  (m)         1201.51   (f) ADJ UNCH    1 2
 OO0601
 OO0601.Superseded values are not recommended for survey control.
 OO0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0601.See file dsdata.txt to determine how the superseded data were derived.
 OO0601
 OO0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH712771(NAD 83)
 OO0601_MARKER: DD = SURVEY DISK
 OO0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0601_STAMPING: 17-126
 OO0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0601+STABILITY: SURFACE MOTION
 OO0601
 OO0601  HISTORY     - Date     Condition        Report By
 OO0601  HISTORY     - UNK      MONUMENTED       IAGS
 OO0601  HISTORY     - 1934     GOOD             NGS
 OO0601  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0601
 OO0601                          STATION DESCRIPTION
 OO0601
 OO0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0601'1.8 MI NE FROM CLEAR LAKE.
 OO0601'1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 18 FROM CLEAR LAKE, CERRO GORDO
 OO0601'COUNTY, IN SEC. 8, T. 96 N., R. 21 W., 25.0 FEET SOUTH OF THE
 OO0601'CENTERLINE OF THE HIGHWAY, 15 FEET NORTH OF A POLE, AND 3.3 FEET NORTH
 OO0601'OF A CORNER POST.  A STATE SURVEY STANDARD DISK, STAMPED 17-126 AND
 OO0601'SET IN THE TOP OF A CONCRETE POST.
 OO0601
 OO0601                          STATION RECOVERY (1972)
 OO0601
 OO0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0600 ***********************************************************************
 OO0600  DESIGNATION -  17 127
 OO0600  PID         -  OO0600
 OO0600  STATE/COUNTY-  IA/CERRO GORDO
 OO0600  USGS QUAD   -  CLEAR LAKE EAST (1972)
 OO0600
 OO0600                         *CURRENT SURVEY CONTROL
 OO0600  ___________________________________________________________________
 OO0600* NAD 83(1986)-  43 08 41.     (N)    093 21 45.     (W)     SCALED    
 OO0600* NAVD 88     -       364.837  (meters)    1196.97   (feet)  ADJUSTED  
 OO0600  ___________________________________________________________________
 OO0600  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 OO0600  DYNAMIC HT  -         364.759 (meters)    1196.71  (feet)  COMP
 OO0600  MODELED GRAV-     980,394.9   (mgal)                       NAVD 88
 OO0600
 OO0600  VERT ORDER  -  FIRST     CLASS II
 OO0600
 OO0600.The horizontal coordinates were scaled from a topographic map and have
 OO0600.an estimated accuracy of +/- 6 seconds.
 OO0600
 OO0600.The orthometric height was determined by differential leveling
 OO0600.and adjusted by the National Geodetic Survey in June 1991..
 OO0600
 OO0600.The geoid height was determined by GEOID03.
 OO0600
 OO0600.The dynamic height is computed by dividing the NAVD 88
 OO0600.geopotential number by the normal gravity value computed on the
 OO0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0600.degrees latitude (g = 980.6199 gals.).
 OO0600
 OO0600.The modeled gravity was interpolated from observed gravity values.
 OO0600
 OO0600;                    North         East    Units  Estimated Accuracy
 OO0600;SPC IA N     - 1,182,700.    1,511,190.      MT  (+/- 180 meters Scaled)
 OO0600
 OO0600                          SUPERSEDED SURVEY CONTROL
 OO0600
 OO0600  NGVD 29 (??/??/92)  364.844  (m)         1196.99   (f) ADJ UNCH    1 2
 OO0600
 OO0600.Superseded values are not recommended for survey control.
 OO0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0600.See file dsdata.txt to determine how the superseded data were derived.
 OO0600
 OO0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH705769(NAD 83)
 OO0600_MARKER: DD = SURVEY DISK
 OO0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0600_STAMPING: 17-127
 OO0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0600+STABILITY: SURFACE MOTION
 OO0600
 OO0600  HISTORY     - Date     Condition        Report By
 OO0600  HISTORY     - UNK      MONUMENTED       IAGS
 OO0600  HISTORY     - 1934     GOOD             NGS
 OO0600  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0600
 OO0600                          STATION DESCRIPTION
 OO0600
 OO0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0600'1.3 MI NE FROM CLEAR LAKE.
 OO0600'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 18 FROM CLEAR LAKE, CERRO GORDO
 OO0600'COUNTY, 0.4 MILE NORTHEAST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OO0600'PACIFIC RAILROAD CROSSING, ON THE NORTH SIDE OF THE HIGHWAY, 55.9 FEET
 OO0600'NORTH OF A POWERLINE POLE, 25.4 FEET EAST OF A 28-INCH MAPLE TREE, AND
 OO0600'1.9 FEET SOUTH OF A GATE POST.  A STATE SURVEY STANDARD DISK, STAMPED
 OO0600'17-127 AND SET IN THE TOP OF A CONCRETE POST.
 OO0600
 OO0600                          STATION RECOVERY (1972)
 OO0600
 OO0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0599 ***********************************************************************
 OO0599  DESIGNATION -  17 128
 OO0599  PID         -  OO0599
 OO0599  STATE/COUNTY-  IA/CERRO GORDO
 OO0599  USGS QUAD   -  CLEAR LAKE EAST (1972)
 OO0599
 OO0599                         *CURRENT SURVEY CONTROL
 OO0599  ___________________________________________________________________
 OO0599* NAD 83(1986)-  43 08 32.     (N)    093 22 18.     (W)     SCALED    
 OO0599* NAVD 88     -       372.945  (meters)    1223.57   (feet)  ADJUSTED  
 OO0599  ___________________________________________________________________
 OO0599  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 OO0599  DYNAMIC HT  -         372.865 (meters)    1223.31  (feet)  COMP
 OO0599  MODELED GRAV-     980,391.6   (mgal)                       NAVD 88
 OO0599
 OO0599  VERT ORDER  -  FIRST     CLASS II
 OO0599
 OO0599.The horizontal coordinates were scaled from a topographic map and have
 OO0599.an estimated accuracy of +/- 6 seconds.
 OO0599
 OO0599.The orthometric height was determined by differential leveling
 OO0599.and adjusted by the National Geodetic Survey in June 1991..
 OO0599
 OO0599.The geoid height was determined by GEOID03.
 OO0599
 OO0599.The dynamic height is computed by dividing the NAVD 88
 OO0599.geopotential number by the normal gravity value computed on the
 OO0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0599.degrees latitude (g = 980.6199 gals.).
 OO0599
 OO0599.The modeled gravity was interpolated from observed gravity values.
 OO0599
 OO0599;                    North         East    Units  Estimated Accuracy
 OO0599;SPC IA N     - 1,182,430.    1,510,440.      MT  (+/- 180 meters Scaled)
 OO0599
 OO0599                          SUPERSEDED SURVEY CONTROL
 OO0599
 OO0599  NGVD 29 (??/??/92)  372.949  (m)         1223.58   (f) ADJ UNCH    1 2
 OO0599
 OO0599.Superseded values are not recommended for survey control.
 OO0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0599.See file dsdata.txt to determine how the superseded data were derived.
 OO0599
 OO0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH697766(NAD 83)
 OO0599_MARKER: DD = SURVEY DISK
 OO0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0599_STAMPING: 17-128
 OO0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0599+STABILITY: SURFACE MOTION
 OO0599
 OO0599  HISTORY     - Date     Condition        Report By
 OO0599  HISTORY     - UNK      MONUMENTED       IAGS
 OO0599  HISTORY     - 1934     GOOD             NGS
 OO0599  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0599
 OO0599                          STATION DESCRIPTION
 OO0599
 OO0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0599'IN CLEAR LAKE.
 OO0599'AT CLEAR LAKE, CERRO GORDO COUNTY, ON THE NORTH SIDE OF NORTH CENTER
 OO0599'STREET, IN SEC. 7, T. 96 N., R. 21 W., 0.2 MILE WEST OF THE WEST LINE
 OO0599'OF SEC. 8, 13.0 FEET EAST OF A FENCE POST, AND 4.0 FEET WEST OF
 OO0599'ANOTHER FENCE POST.  A STATE SURVEY STANDARD DISK, STAMPED 17-128 AND
 OO0599'SET IN THE TOP OF A CONCRETE POST.
 OO0599
 OO0599                          STATION RECOVERY (1972)
 OO0599
 OO0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0598 ***********************************************************************
 OO0598  DESIGNATION -  17 129
 OO0598  PID         -  OO0598
 OO0598  STATE/COUNTY-  IA/CERRO GORDO
 OO0598  USGS QUAD   -  CLEAR LAKE EAST (1972)
 OO0598
 OO0598                         *CURRENT SURVEY CONTROL
 OO0598  ___________________________________________________________________
 OO0598* NAD 83(1986)-  43 08 38.     (N)    093 22 16.     (W)     SCALED    
 OO0598* NAVD 88     -       374.589  (meters)    1228.96   (feet)  ADJUSTED  
 OO0598  ___________________________________________________________________
 OO0598  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 OO0598  DYNAMIC HT  -         374.507 (meters)    1228.69  (feet)  COMP
 OO0598  MODELED GRAV-     980,391.5   (mgal)                       NAVD 88
 OO0598
 OO0598  VERT ORDER  -  FIRST     CLASS II
 OO0598
 OO0598.The horizontal coordinates were scaled from a topographic map and have
 OO0598.an estimated accuracy of +/- 6 seconds.
 OO0598
 OO0598.The orthometric height was determined by differential leveling
 OO0598.and adjusted by the National Geodetic Survey in June 1991..
 OO0598
 OO0598.The geoid height was determined by GEOID03.
 OO0598
 OO0598.The dynamic height is computed by dividing the NAVD 88
 OO0598.geopotential number by the normal gravity value computed on the
 OO0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0598.degrees latitude (g = 980.6199 gals.).
 OO0598
 OO0598.The modeled gravity was interpolated from observed gravity values.
 OO0598
 OO0598;                    North         East    Units  Estimated Accuracy
 OO0598;SPC IA N     - 1,182,610.    1,510,490.      MT  (+/- 180 meters Scaled)
 OO0598
 OO0598                          SUPERSEDED SURVEY CONTROL
 OO0598
 OO0598  NGVD 29 (??/??/92)  374.592  (m)         1228.97   (f) ADJ UNCH    1 2
 OO0598
 OO0598.Superseded values are not recommended for survey control.
 OO0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0598.See file dsdata.txt to determine how the superseded data were derived.
 OO0598
 OO0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH698768(NAD 83)
 OO0598_MARKER: DD = SURVEY DISK
 OO0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0598_STAMPING: 17-129
 OO0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0598+STABILITY: SURFACE MOTION
 OO0598
 OO0598  HISTORY     - Date     Condition        Report By
 OO0598  HISTORY     - UNK      MONUMENTED       IAGS
 OO0598  HISTORY     - 1934     GOOD             NGS
 OO0598  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0598
 OO0598                          STATION DESCRIPTION
 OO0598
 OO0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0598'IN CLEAR LAKE.
 OO0598'AT CLEAR LAKE, CERRO GORDO COUNTY, AT THE SOUTH SIDE OF SEC. 7, T 96
 OO0598'N., R. 21 W., ON THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0598'RAILROAD, AND 2439 FEET EAST AND 42.9 FEET NORTH OF THE POINT OF
 OO0598'SWITCH AT STATION 1942+46.9.  A STATE SURVEY STANDARD DISK, STAMPED
 OO0598'17-129 AND SET IN THE TOP OF A CONCRETE POST.
 OO0598
 OO0598                          STATION RECOVERY (1972)
 OO0598
 OO0598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0591 ***********************************************************************
 OO0591  DESIGNATION -  17 13
 OO0591  PID         -  OO0591
 OO0591  STATE/COUNTY-  IA/CERRO GORDO
 OO0591  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0591
 OO0591                         *CURRENT SURVEY CONTROL
 OO0591  ___________________________________________________________________
 OO0591* NAD 83(1986)-  43 08 23.     (N)    093 24 24.     (W)     SCALED    
 OO0591* NAVD 88     -       382.535  (meters)    1255.03   (feet)  ADJUSTED  
 OO0591  ___________________________________________________________________
 OO0591  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 OO0591  DYNAMIC HT  -         382.446 (meters)    1254.74  (feet)  COMP
 OO0591  MODELED GRAV-     980,376.8   (mgal)                       NAVD 88
 OO0591
 OO0591  VERT ORDER  -  FIRST     CLASS II
 OO0591
 OO0591.The horizontal coordinates were scaled from a topographic map and have
 OO0591.an estimated accuracy of +/- 6 seconds.
 OO0591
 OO0591.The orthometric height was determined by differential leveling
 OO0591.and adjusted by the National Geodetic Survey in June 1991..
 OO0591
 OO0591.The geoid height was determined by GEOID03.
 OO0591
 OO0591.The dynamic height is computed by dividing the NAVD 88
 OO0591.geopotential number by the normal gravity value computed on the
 OO0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0591.degrees latitude (g = 980.6199 gals.).
 OO0591
 OO0591.The modeled gravity was interpolated from observed gravity values.
 OO0591
 OO0591;                    North         East    Units  Estimated Accuracy
 OO0591;SPC IA N     - 1,182,140.    1,507,590.      MT  (+/- 180 meters Scaled)
 OO0591
 OO0591                          SUPERSEDED SURVEY CONTROL
 OO0591
 OO0591  NGVD 29 (??/??/92)  382.531  (m)         1255.02   (f) ADJ UNCH    1 2
 OO0591
 OO0591.Superseded values are not recommended for survey control.
 OO0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0591.See file dsdata.txt to determine how the superseded data were derived.
 OO0591
 OO0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH669764(NAD 83)
 OO0591_MARKER: DD = SURVEY DISK
 OO0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0591_STAMPING: 17-13
 OO0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0591+STABILITY: SURFACE MOTION
 OO0591
 OO0591  HISTORY     - Date     Condition        Report By
 OO0591  HISTORY     - UNK      MONUMENTED       IAGS
 OO0591  HISTORY     - 1934     GOOD             NGS
 OO0591  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0591
 OO0591                          STATION DESCRIPTION
 OO0591
 OO0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0591'1.4 MI W FROM CLEAR LAKE.
 OO0591'1.4 MILES WEST ALONG U.S. HIGHWAY 18 FROM CLEAR LAKE, CERRO GORDO
 OO0591'COUNTY, IN SEC. 14, T. 96 N., R. 22 W., 74.9 FEET SOUTHEAST OF
 OO0591'PAVEMENT STATION 259, AND 42.2 FEET SOUTHWEST OF STATION 260.  A STATE
 OO0591'SURVEY STANDARD DISK, STAMPED 17-13 AND SET IN THE TOP OF A CONCRETE
 OO0591'POST.
 OO0591
 OO0591                          STATION RECOVERY (1972)
 OO0591
 OO0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0592 ***********************************************************************
 OO0592  DESIGNATION -  17 14
 OO0592  PID         -  OO0592
 OO0592  STATE/COUNTY-  IA/CERRO GORDO
 OO0592  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0592
 OO0592                         *CURRENT SURVEY CONTROL
 OO0592  ___________________________________________________________________
 OO0592* NAD 83(1986)-  43 08 28.     (N)    093 24 09.     (W)     SCALED    
 OO0592* NAVD 88     -       377.473  (meters)    1238.43   (feet)  ADJUSTED  
 OO0592  ___________________________________________________________________
 OO0592  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 OO0592  DYNAMIC HT  -         377.386 (meters)    1238.14  (feet)  COMP
 OO0592  MODELED GRAV-     980,378.3   (mgal)                       NAVD 88
 OO0592
 OO0592  VERT ORDER  -  FIRST     CLASS II
 OO0592
 OO0592.The horizontal coordinates were scaled from a topographic map and have
 OO0592.an estimated accuracy of +/- 6 seconds.
 OO0592
 OO0592.The orthometric height was determined by differential leveling
 OO0592.and adjusted by the National Geodetic Survey in June 1991..
 OO0592
 OO0592.The geoid height was determined by GEOID03.
 OO0592
 OO0592.The dynamic height is computed by dividing the NAVD 88
 OO0592.geopotential number by the normal gravity value computed on the
 OO0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0592.degrees latitude (g = 980.6199 gals.).
 OO0592
 OO0592.The modeled gravity was interpolated from observed gravity values.
 OO0592
 OO0592;                    North         East    Units  Estimated Accuracy
 OO0592;SPC IA N     - 1,182,300.    1,507,930.      MT  (+/- 180 meters Scaled)
 OO0592
 OO0592                          SUPERSEDED SURVEY CONTROL
 OO0592
 OO0592  NGVD 29 (??/??/92)  377.470  (m)         1238.42   (f) ADJ UNCH    1 2
 OO0592
 OO0592.Superseded values are not recommended for survey control.
 OO0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0592.See file dsdata.txt to determine how the superseded data were derived.
 OO0592
 OO0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH672765(NAD 83)
 OO0592_MARKER: DD = SURVEY DISK
 OO0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0592_STAMPING: 17-14
 OO0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0592+STABILITY: SURFACE MOTION
 OO0592
 OO0592  HISTORY     - Date     Condition        Report By
 OO0592  HISTORY     - UNK      MONUMENTED       IAGS
 OO0592  HISTORY     - 1934     GOOD             NGS
 OO0592  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0592
 OO0592                          STATION DESCRIPTION
 OO0592
 OO0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0592'1.2 MI W FROM CLEAR LAKE.
 OO0592'1.2 MILES WEST ALONG U.S. HIGHWAY 18 FROM CLEAR LAKE, CERRO, GORDO
 OO0592'COUNTY, NEAR THE WEST EDGE OF TOWN, NEAR THE NORTHEAST CORNER OF SEC.
 OO0592'14, T. 96 N., R. 22 W., 80 FEET NORTHEAST OF PAVEMENT STATION 271, AND
 OO0592'50 FEET NORTH OF A FIRE HYDRANT AT THE SOUTH SIDE OF THE HIGHWAY. A
 OO0592'STATE SURVEY STANDARD DISK, STAMPED 17-14 AND SET IN THE TOP OF A
 OO0592'CONCRETE POST.
 OO0592
 OO0592                          STATION RECOVERY (1972)
 OO0592
 OO0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0593 ***********************************************************************
 OO0593  DESIGNATION -  17 15
 OO0593  PID         -  OO0593
 OO0593  STATE/COUNTY-  IA/CERRO GORDO
 OO0593  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0593
 OO0593                         *CURRENT SURVEY CONTROL
 OO0593  ___________________________________________________________________
 OO0593* NAD 83(1986)-  43 08 28.     (N)    093 23 50.     (W)     SCALED    
 OO0593* NAVD 88     -       374.162  (meters)    1227.56   (feet)  ADJUSTED  
 OO0593  ___________________________________________________________________
 OO0593  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 OO0593  DYNAMIC HT  -         374.077 (meters)    1227.28  (feet)  COMP
 OO0593  MODELED GRAV-     980,380.7   (mgal)                       NAVD 88
 OO0593
 OO0593  VERT ORDER  -  FIRST     CLASS II
 OO0593
 OO0593.The horizontal coordinates were scaled from a topographic map and have
 OO0593.an estimated accuracy of +/- 6 seconds.
 OO0593
 OO0593.The orthometric height was determined by differential leveling
 OO0593.and adjusted by the National Geodetic Survey in June 1991..
 OO0593
 OO0593.The geoid height was determined by GEOID03.
 OO0593
 OO0593.The dynamic height is computed by dividing the NAVD 88
 OO0593.geopotential number by the normal gravity value computed on the
 OO0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0593.degrees latitude (g = 980.6199 gals.).
 OO0593
 OO0593.The modeled gravity was interpolated from observed gravity values.
 OO0593
 OO0593;                    North         East    Units  Estimated Accuracy
 OO0593;SPC IA N     - 1,182,300.    1,508,360.      MT  (+/- 180 meters Scaled)
 OO0593
 OO0593                          SUPERSEDED SURVEY CONTROL
 OO0593
 OO0593  NGVD 29 (??/??/92)  374.162  (m)         1227.56   (f) ADJ UNCH    1 2
 OO0593
 OO0593.Superseded values are not recommended for survey control.
 OO0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0593.See file dsdata.txt to determine how the superseded data were derived.
 OO0593
 OO0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH676765(NAD 83)
 OO0593_MARKER: DD = SURVEY DISK
 OO0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0593_STAMPING: 17-15
 OO0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0593+STABILITY: SURFACE MOTION
 OO0593
 OO0593  HISTORY     - Date     Condition        Report By
 OO0593  HISTORY     - UNK      MONUMENTED       IAGS
 OO0593  HISTORY     - 1934     GOOD             NGS
 OO0593  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0593
 OO0593                          STATION DESCRIPTION
 OO0593
 OO0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0593'IN CLEAR LAKE.
 OO0593'AT CLEAR LAKE, CERRO GORDO COUNTY, IN SEC. 13, T. 96 N., R. 22 W., 163
 OO0593'FEET NORTHWEST OF THE END OF THE CONCRETE WALK ALONG THE SOUTH SIDE OF
 OO0593'U.S. HIGHWAY 18, 41.6 FEET NORTH OF A POWERLINE POLE, 37.1 FEET EAST
 OO0593'OF A TELEPHONE POLE, AND 12.7 FEET WEST OF A BRACE POLE.  A STATE
 OO0593'SURVEY STANDARD DISK, STAMPED 17-15 AND SET IN THE TOP OF A CONCRETE
 OO0593'POST.
 OO0593
 OO0593                          STATION RECOVERY (1972)
 OO0593
 OO0593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0610 ***********************************************************************
 OO0610  DESIGNATION -  17 158
 OO0610  PID         -  OO0610
 OO0610  STATE/COUNTY-  IA/CERRO GORDO
 OO0610  USGS QUAD   -  MASON CITY (1959)
 OO0610
 OO0610                         *CURRENT SURVEY CONTROL
 OO0610  ___________________________________________________________________
 OO0610* NAD 83(1986)-  43 08 53.     (N)    093 14 41.     (W)     SCALED    
 OO0610* NAVD 88     -       357.427  (meters)    1172.66   (feet)  ADJUSTED  
 OO0610  ___________________________________________________________________
 OO0610  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 OO0610  DYNAMIC HT  -         357.363 (meters)    1172.45  (feet)  COMP
 OO0610  MODELED GRAV-     980,427.4   (mgal)                       NAVD 88
 OO0610
 OO0610  VERT ORDER  -  FIRST     CLASS II
 OO0610
 OO0610.The horizontal coordinates were scaled from a topographic map and have
 OO0610.an estimated accuracy of +/- 6 seconds.
 OO0610
 OO0610.The orthometric height was determined by differential leveling
 OO0610.and adjusted by the National Geodetic Survey in June 1991..
 OO0610
 OO0610.The geoid height was determined by GEOID03.
 OO0610
 OO0610.The dynamic height is computed by dividing the NAVD 88
 OO0610.geopotential number by the normal gravity value computed on the
 OO0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0610.degrees latitude (g = 980.6199 gals.).
 OO0610
 OO0610.The modeled gravity was interpolated from observed gravity values.
 OO0610
 OO0610;                    North         East    Units  Estimated Accuracy
 OO0610;SPC IA N     - 1,183,100.    1,520,770.      MT  (+/- 180 meters Scaled)
 OO0610
 OO0610                          SUPERSEDED SURVEY CONTROL
 OO0610
 OO0610  NGVD 29 (??/??/92)  357.448  (m)         1172.73   (f) ADJ UNCH    1 2
 OO0610
 OO0610.Superseded values are not recommended for survey control.
 OO0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0610.See file dsdata.txt to determine how the superseded data were derived.
 OO0610
 OO0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH801772(NAD 83)
 OO0610_MARKER: DD = SURVEY DISK
 OO0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0610_STAMPING: 17-158
 OO0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0610+STABILITY: SURFACE MOTION
 OO0610
 OO0610  HISTORY     - Date     Condition        Report By
 OO0610  HISTORY     - UNK      MONUMENTED       IAGS
 OO0610  HISTORY     - 1957     MARK NOT FOUND   USGS
 OO0610
 OO0610                          STATION DESCRIPTION
 OO0610
 OO0610'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 OO0610'2.0 MI W FROM MASON CITY.
 OO0610'2.0 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE CROSSING OF THE CHICAGO
 OO0610'AND NORTH WESTERN RAILWAY AND THE CHICAGO GREAT WESTERN RAILWAY AT
 OO0610'MASON CITY, CERRO GORDO COUNTY, 0.65 MILE EAST OF THE WEST QUARTER
 OO0610'CORNER OF SEC. 7, T. 96 N., R. 20 W., ON THE SOUTH SIDE OF THE
 OO0610'HIGHWAY, 23.3 FEET WEST OF POLE 113, AND 17.3 FEET SOUTH OF THE SOUTH
 OO0610'EDGE OF THE PAVEMENT.  A STATE SURVEY STANDARD DISK, STAMPED 17-158
 OO0610'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0594 ***********************************************************************
 OO0594  DESIGNATION -  17 16
 OO0594  PID         -  OO0594
 OO0594  STATE/COUNTY-  IA/CERRO GORDO
 OO0594  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0594
 OO0594                         *CURRENT SURVEY CONTROL
 OO0594  ___________________________________________________________________
 OO0594* NAD 83(1986)-  43 08 31.     (N)    093 23 44.     (W)     SCALED    
 OO0594* NAVD 88     -       378.318  (meters)    1241.20   (feet)  ADJUSTED  
 OO0594  ___________________________________________________________________
 OO0594  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 OO0594  DYNAMIC HT  -         378.232 (meters)    1240.92  (feet)  COMP
 OO0594  MODELED GRAV-     980,381.3   (mgal)                       NAVD 88
 OO0594
 OO0594  VERT ORDER  -  FIRST     CLASS II
 OO0594
 OO0594.The horizontal coordinates were scaled from a topographic map and have
 OO0594.an estimated accuracy of +/- 6 seconds.
 OO0594
 OO0594.The orthometric height was determined by differential leveling
 OO0594.and adjusted by the National Geodetic Survey in June 1991..
 OO0594
 OO0594.The geoid height was determined by GEOID03.
 OO0594
 OO0594.The dynamic height is computed by dividing the NAVD 88
 OO0594.geopotential number by the normal gravity value computed on the
 OO0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0594.degrees latitude (g = 980.6199 gals.).
 OO0594
 OO0594.The modeled gravity was interpolated from observed gravity values.
 OO0594
 OO0594;                    North         East    Units  Estimated Accuracy
 OO0594;SPC IA N     - 1,182,390.    1,508,500.      MT  (+/- 180 meters Scaled)
 OO0594
 OO0594                          SUPERSEDED SURVEY CONTROL
 OO0594
 OO0594  NGVD 29 (??/??/92)  378.317  (m)         1241.19   (f) ADJ UNCH    1 2
 OO0594
 OO0594.Superseded values are not recommended for survey control.
 OO0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0594.See file dsdata.txt to determine how the superseded data were derived.
 OO0594
 OO0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH678766(NAD 83)
 OO0594_MARKER: DD = SURVEY DISK
 OO0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0594_STAMPING: 17-16
 OO0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0594+STABILITY: SURFACE MOTION
 OO0594
 OO0594  HISTORY     - Date     Condition        Report By
 OO0594  HISTORY     - UNK      MONUMENTED       IAGS
 OO0594  HISTORY     - 1934     GOOD             NGS
 OO0594  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0594
 OO0594                          STATION DESCRIPTION
 OO0594
 OO0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0594'IN CLEAR LAKE.
 OO0594'AT CLEAR LAKE, CERRO GORDO COUNTY, AT THE SOUTH SIDE OF SEC. 12, T. 96
 OO0594'N., R. 22 W., ON THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0594'RAILROAD, AND 611 FEET WEST AND 48.2 FEET NORTH OF THE POINT OF SWITCH
 OO0594'AT STATION 1974+88.2.  A STATE SURVEY STANDARD DISK, STAMPED 17-16 AND
 OO0594'SET IN THE TOP OF A CONCRETE POST.
 OO0594
 OO0594                          STATION RECOVERY (1972)
 OO0594
 OO0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0621 ***********************************************************************
 OO0621  DESIGNATION -  17 167
 OO0621  PID         -  OO0621
 OO0621  STATE/COUNTY-  IA/CERRO GORDO
 OO0621  USGS QUAD   -  HANFORD (1959)
 OO0621
 OO0621                         *CURRENT SURVEY CONTROL
 OO0621  ___________________________________________________________________
 OO0621* NAD 83(1986)-  43 07 18.     (N)    093 12 06.     (W)     SCALED    
 OO0621* NAVD 88     -       363.210  (meters)    1191.63   (feet)  ADJUSTED  
 OO0621  ___________________________________________________________________
 OO0621  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 OO0621  DYNAMIC HT  -         363.143 (meters)    1191.41  (feet)  COMP
 OO0621  MODELED GRAV-     980,424.4   (mgal)                       NAVD 88
 OO0621
 OO0621  VERT ORDER  -  FIRST     CLASS II
 OO0621
 OO0621.The horizontal coordinates were scaled from a topographic map and have
 OO0621.an estimated accuracy of +/- 6 seconds.
 OO0621
 OO0621.The orthometric height was determined by differential leveling
 OO0621.and adjusted by the National Geodetic Survey in June 1991..
 OO0621
 OO0621.The geoid height was determined by GEOID03.
 OO0621
 OO0621.The dynamic height is computed by dividing the NAVD 88
 OO0621.geopotential number by the normal gravity value computed on the
 OO0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0621.degrees latitude (g = 980.6199 gals.).
 OO0621
 OO0621.The modeled gravity was interpolated from observed gravity values.
 OO0621
 OO0621;                    North         East    Units  Estimated Accuracy
 OO0621;SPC IA N     - 1,180,180.    1,524,280.      MT  (+/- 180 meters Scaled)
 OO0621
 OO0621                          SUPERSEDED SURVEY CONTROL
 OO0621
 OO0621  NGVD 29 (??/??/92)  363.230  (m)         1191.70   (f) ADJ UNCH    1 2
 OO0621
 OO0621.Superseded values are not recommended for survey control.
 OO0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0621.See file dsdata.txt to determine how the superseded data were derived.
 OO0621
 OO0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH835743(NAD 83)
 OO0621_MARKER: DD = SURVEY DISK
 OO0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0621_STAMPING: 17-167
 OO0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0621+STABILITY: SURFACE MOTION
 OO0621
 OO0621  HISTORY     - Date     Condition        Report By
 OO0621  HISTORY     - UNK      MONUMENTED       IAGS
 OO0621  HISTORY     - 1957     MARK NOT FOUND   USGS
 OO0621
 OO0621                          STATION DESCRIPTION
 OO0621
 OO0621'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 OO0621'IN MASON CITY.
 OO0621'AT MASON CITY, CERRO GORDO COUNTY, ON U.S. HIGHWAY 65, 0.7 MILE NORTH
 OO0621'OF THE NORTHWEST CORNER OF SEC. 27, T. 96 N., R. 20 W., ON THE EAST
 OO0621'SIDE OF THE HIGHWAY, 18.3 FEET SOUTHWEST OF A FENCE POST, AND 14.2
 OO0621'FEET WEST OF ANOTHER FENCE POST.  A STATE SURVEY STANDARD DISK,
 OO0621'STAMPED 17-167 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0595 ***********************************************************************
 OO0595  DESIGNATION -  17 17
 OO0595  PID         -  OO0595
 OO0595  STATE/COUNTY-  IA/CERRO GORDO
 OO0595  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0595
 OO0595                         *CURRENT SURVEY CONTROL
 OO0595  ___________________________________________________________________
 OO0595* NAD 83(1986)-  43 08 33.     (N)    093 23 24.     (W)     SCALED    
 OO0595* NAVD 88     -       379.715  (meters)    1245.78   (feet)  ADJUSTED  
 OO0595  ___________________________________________________________________
 OO0595  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 OO0595  DYNAMIC HT  -         379.630 (meters)    1245.50  (feet)  COMP
 OO0595  MODELED GRAV-     980,383.6   (mgal)                       NAVD 88
 OO0595
 OO0595  VERT ORDER  -  FIRST     CLASS II
 OO0595
 OO0595.The horizontal coordinates were scaled from a topographic map and have
 OO0595.an estimated accuracy of +/- 6 seconds.
 OO0595
 OO0595.The orthometric height was determined by differential leveling
 OO0595.and adjusted by the National Geodetic Survey in June 1991..
 OO0595
 OO0595.The geoid height was determined by GEOID03.
 OO0595
 OO0595.The dynamic height is computed by dividing the NAVD 88
 OO0595.geopotential number by the normal gravity value computed on the
 OO0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0595.degrees latitude (g = 980.6199 gals.).
 OO0595
 OO0595.The modeled gravity was interpolated from observed gravity values.
 OO0595
 OO0595;                    North         East    Units  Estimated Accuracy
 OO0595;SPC IA N     - 1,182,450.    1,508,950.      MT  (+/- 180 meters Scaled)
 OO0595
 OO0595                          SUPERSEDED SURVEY CONTROL
 OO0595
 OO0595  NGVD 29 (??/??/92)  379.715  (m)         1245.78   (f) ADJ UNCH    1 2
 OO0595
 OO0595.Superseded values are not recommended for survey control.
 OO0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0595.See file dsdata.txt to determine how the superseded data were derived.
 OO0595
 OO0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH682767(NAD 83)
 OO0595_MARKER: DD = SURVEY DISK
 OO0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0595_STAMPING: 17-17
 OO0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0595+STABILITY: SURFACE MOTION
 OO0595
 OO0595  HISTORY     - Date     Condition        Report By
 OO0595  HISTORY     - UNK      MONUMENTED       IAGS
 OO0595  HISTORY     - 1934     GOOD             NGS
 OO0595  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0595
 OO0595                          STATION DESCRIPTION
 OO0595
 OO0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0595'IN CLEAR LAKE.
 OO0595'AT CLEAR LAKE, CERRO GORDO COUNTY, AT THE SOUTH SIDE OF SEC. 12, T. 96
 OO0595'N., R. 22 W., ON THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0595'RAILROAD, AND 103 FEET WEST AND 40.8 FEET SOUTH OF THE POINT OF SWITCH
 OO0595'AT STATION 1966+35.7.  A STATE SURVEY STANDARD DISK, STAMPED 17-17 AND
 OO0595'SET IN THE TOP OF A CONCRETE POST.
 OO0595
 OO0595                          STATION RECOVERY (1972)
 OO0595
 OO0595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0616 ***********************************************************************
 OO0616  DESIGNATION -  17 173
 OO0616  PID         -  OO0616
 OO0616  STATE/COUNTY-  IA/CERRO GORDO
 OO0616  USGS QUAD   -  MASON CITY (1959)
 OO0616
 OO0616                         *CURRENT SURVEY CONTROL
 OO0616  ___________________________________________________________________
 OO0616* NAD 83(1986)-  43 08 54.     (N)    093 12 03.     (W)     SCALED    
 OO0616* NAVD 88     -       339.137  (meters)    1112.65   (feet)  ADJUSTED  
 OO0616  ___________________________________________________________________
 OO0616  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 OO0616  DYNAMIC HT  -         339.076 (meters)    1112.45  (feet)  COMP
 OO0616  MODELED GRAV-     980,430.3   (mgal)                       NAVD 88
 OO0616
 OO0616  VERT ORDER  -  FIRST     CLASS II
 OO0616
 OO0616.The horizontal coordinates were scaled from a topographic map and have
 OO0616.an estimated accuracy of +/- 6 seconds.
 OO0616
 OO0616.The orthometric height was determined by differential leveling
 OO0616.and adjusted by the National Geodetic Survey in June 1991..
 OO0616
 OO0616.The geoid height was determined by GEOID03.
 OO0616
 OO0616.The dynamic height is computed by dividing the NAVD 88
 OO0616.geopotential number by the normal gravity value computed on the
 OO0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0616.degrees latitude (g = 980.6199 gals.).
 OO0616
 OO0616.The modeled gravity was interpolated from observed gravity values.
 OO0616
 OO0616;                    North         East    Units  Estimated Accuracy
 OO0616;SPC IA N     - 1,183,140.    1,524,340.      MT  (+/- 180 meters Scaled)
 OO0616
 OO0616                          SUPERSEDED SURVEY CONTROL
 OO0616
 OO0616  NGVD 29 (??/??/92)  339.16   (m)         1112.7    (f) COMPUTED    1 2
 OO0616
 OO0616.Superseded values are not recommended for survey control.
 OO0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0616.See file dsdata.txt to determine how the superseded data were derived.
 OO0616
 OO0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH836773(NAD 83)
 OO0616_MARKER: DB = BENCH MARK DISK
 OO0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0616_STAMPING: 17-173
 OO0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0616+STABILITY: SURFACE MOTION
 OO0616
 OO0616  HISTORY     - Date     Condition        Report By
 OO0616  HISTORY     - UNK      MONUMENTED       CGS
 OO0616  HISTORY     - 1934     GOOD             NGS
 OO0616  HISTORY     - 20000925 MARK NOT FOUND   AERSVC
 OO0616
 OO0616                          STATION DESCRIPTION
 OO0616
 OO0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0616'IN MADISON CITY.
 OO0616'IS LOCATED AT MASON CITY.  1/2 BLOCK EAST AND 4 BLOCKS SOUTH OF COURT
 OO0616'HOUSE.  41 YARDS SOUTHWEST OF SOUTH END OF EAST GUARD WALL OF BRIDGE
 OO0616'OVER LIME CREEK.  49 FEET SOUTH OF SOUTHEAST CORNER OF R.I.R.R.
 OO0616'FREIGHT STATION.  11.3 FEET WEST OF WEST EDGE OF S. FEDERAL AVE.  4.2
 OO0616'FEET SOUTHEAST OF FIRE HYDRANT.  1.9 FEET NORTH OF NORTH EDGE OF 4TH
 OO0616'STREET S.W. STANDARD TABLET OF STATE SURVEY SET IN CONCRETE POST.
 OO0616
 OO0616                          STATION RECOVERY (2000)
 OO0616
 OO0616'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 OO0616'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0613 ***********************************************************************
 OO0613  DESIGNATION -  17 175
 OO0613  PID         -  OO0613
 OO0613  STATE/COUNTY-  IA/CERRO GORDO
 OO0613  USGS QUAD   -  MASON CITY (1959)
 OO0613
 OO0613                         *CURRENT SURVEY CONTROL
 OO0613  ___________________________________________________________________
 OO0613* NAD 83(1986)-  43 08 54.     (N)    093 12 54.     (W)     SCALED    
 OO0613* NAVD 88     -       350.079  (meters)    1148.55   (feet)  ADJUSTED  
 OO0613  ___________________________________________________________________
 OO0613  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 OO0613  DYNAMIC HT  -         350.016 (meters)    1148.34  (feet)  COMP
 OO0613  MODELED GRAV-     980,429.9   (mgal)                       NAVD 88
 OO0613
 OO0613  VERT ORDER  -  FIRST     CLASS II
 OO0613
 OO0613.The horizontal coordinates were scaled from a topographic map and have
 OO0613.an estimated accuracy of +/- 6 seconds.
 OO0613
 OO0613.The orthometric height was determined by differential leveling
 OO0613.and adjusted by the National Geodetic Survey in June 1991..
 OO0613
 OO0613.The geoid height was determined by GEOID03.
 OO0613
 OO0613.The dynamic height is computed by dividing the NAVD 88
 OO0613.geopotential number by the normal gravity value computed on the
 OO0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0613.degrees latitude (g = 980.6199 gals.).
 OO0613
 OO0613.The modeled gravity was interpolated from observed gravity values.
 OO0613
 OO0613;                    North         East    Units  Estimated Accuracy
 OO0613;SPC IA N     - 1,183,140.    1,523,180.      MT  (+/- 180 meters Scaled)
 OO0613
 OO0613                          SUPERSEDED SURVEY CONTROL
 OO0613
 OO0613  NGVD 29 (??/??/92)  350.10   (m)         1148.6    (f) COMPUTED    1 2
 OO0613
 OO0613.Superseded values are not recommended for survey control.
 OO0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0613.See file dsdata.txt to determine how the superseded data were derived.
 OO0613
 OO0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH825773(NAD 83)
 OO0613_MARKER: DB = BENCH MARK DISK
 OO0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0613+STABILITY: SURFACE MOTION
 OO0613
 OO0613  HISTORY     - Date     Condition        Report By
 OO0613  HISTORY     - UNK      MONUMENTED       CGS
 OO0613  HISTORY     - 1934     GOOD             NGS
 OO0613  HISTORY     - 20000925 MARK NOT FOUND   AERSVC
 OO0613
 OO0613                          STATION DESCRIPTION
 OO0613
 OO0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0613'IN MASON CITY.
 OO0613'19.2 FT. WEST OF STREET MARKER 50.0 FT. WEST OF S. TAYLOR AVE ON THE
 OO0613'NORTH SIDE OF 4TH ST. SW IN MASON CITY SEC. 9 T96N R20W.
 OO0613
 OO0613                          STATION RECOVERY (2000)
 OO0613
 OO0613'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 OO0613'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0612 ***********************************************************************
 OO0612  DESIGNATION -  17 176
 OO0612  PID         -  OO0612
 OO0612  STATE/COUNTY-  IA/CERRO GORDO
 OO0612  USGS QUAD   -  MASON CITY (1959)
 OO0612
 OO0612                         *CURRENT SURVEY CONTROL
 OO0612  ___________________________________________________________________
 OO0612* NAD 83(1986)-  43 08 54.     (N)    093 13 19.     (W)     SCALED    
 OO0612* NAVD 88     -       344.432  (meters)    1130.02   (feet)  ADJUSTED  
 OO0612  ___________________________________________________________________
 OO0612  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 OO0612  DYNAMIC HT  -         344.370 (meters)    1129.82  (feet)  COMP
 OO0612  MODELED GRAV-     980,429.5   (mgal)                       NAVD 88
 OO0612
 OO0612  VERT ORDER  -  FIRST     CLASS II
 OO0612
 OO0612.The horizontal coordinates were scaled from a topographic map and have
 OO0612.an estimated accuracy of +/- 6 seconds.
 OO0612
 OO0612.The orthometric height was determined by differential leveling
 OO0612.and adjusted by the National Geodetic Survey in June 1991..
 OO0612
 OO0612.The geoid height was determined by GEOID03.
 OO0612
 OO0612.The dynamic height is computed by dividing the NAVD 88
 OO0612.geopotential number by the normal gravity value computed on the
 OO0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0612.degrees latitude (g = 980.6199 gals.).
 OO0612
 OO0612.The modeled gravity was interpolated from observed gravity values.
 OO0612
 OO0612;                    North         East    Units  Estimated Accuracy
 OO0612;SPC IA N     - 1,183,130.    1,522,620.      MT  (+/- 180 meters Scaled)
 OO0612
 OO0612                          SUPERSEDED SURVEY CONTROL
 OO0612
 OO0612  NGVD 29 (??/??/92)  344.456  (m)         1130.10   (f) ADJ UNCH    1 2
 OO0612
 OO0612.Superseded values are not recommended for survey control.
 OO0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0612.See file dsdata.txt to determine how the superseded data were derived.
 OO0612
 OO0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH819773(NAD 83)
 OO0612_MARKER: DD = SURVEY DISK
 OO0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0612_STAMPING: 17-176
 OO0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0612+STABILITY: SURFACE MOTION
 OO0612
 OO0612  HISTORY     - Date     Condition        Report By
 OO0612  HISTORY     - UNK      MONUMENTED       IAGS
 OO0612  HISTORY     - 1957     MARK NOT FOUND   USGS
 OO0612
 OO0612                          STATION DESCRIPTION
 OO0612
 OO0612'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 OO0612'IN MASON CITY.
 OO0612'AT MASON CITY, CERRO GORDO COUNTY, ON U.S. HIGHWAY 18, 0.8 MILE EAST
 OO0612'OF THE WEST QUARTER CORNER OF SEC. 8, T. 96 N., R. 20 W., ON THE SOUTH
 OO0612'SIDE OF THE HIGHWAY, JUST WEST OF THE SOUTH HANDRAIL OF A CONCRETE
 OO0612'BRIDGE, 14.8 FEET NORTHEAST OF A FENCE POST, AND 13.2 FEET NORTHWEST
 OO0612'OF ANOTHER FENCE POST.  A STATE SURVEY STANDARD DISK, STAMPED 17-176
 OO0612'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0611 ***********************************************************************
 OO0611  DESIGNATION -  17 177
 OO0611  PID         -  OO0611
 OO0611  STATE/COUNTY-  IA/CERRO GORDO
 OO0611  USGS QUAD   -  MASON CITY (1959)
 OO0611
 OO0611                         *CURRENT SURVEY CONTROL
 OO0611  ___________________________________________________________________
 OO0611* NAD 83(1986)-  43 08 54.     (N)    093 14 10.     (W)     SCALED    
 OO0611* NAVD 88     -       355.545  (meters)    1166.48   (feet)  ADJUSTED  
 OO0611  ___________________________________________________________________
 OO0611  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 OO0611  DYNAMIC HT  -         355.481 (meters)    1166.27  (feet)  COMP
 OO0611  MODELED GRAV-     980,428.3   (mgal)                       NAVD 88
 OO0611
 OO0611  VERT ORDER  -  FIRST     CLASS II
 OO0611
 OO0611.The horizontal coordinates were scaled from a topographic map and have
 OO0611.an estimated accuracy of +/- 6 seconds.
 OO0611
 OO0611.The orthometric height was determined by differential leveling
 OO0611.and adjusted by the National Geodetic Survey in June 1991..
 OO0611
 OO0611.The geoid height was determined by GEOID03.
 OO0611
 OO0611.The dynamic height is computed by dividing the NAVD 88
 OO0611.geopotential number by the normal gravity value computed on the
 OO0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0611.degrees latitude (g = 980.6199 gals.).
 OO0611
 OO0611.The modeled gravity was interpolated from observed gravity values.
 OO0611
 OO0611;                    North         East    Units  Estimated Accuracy
 OO0611;SPC IA N     - 1,183,130.    1,521,470.      MT  (+/- 180 meters Scaled)
 OO0611
 OO0611                          SUPERSEDED SURVEY CONTROL
 OO0611
 OO0611  NGVD 29 (??/??/92)  355.57   (m)         1166.6    (f) COMPUTED    1 2
 OO0611
 OO0611.Superseded values are not recommended for survey control.
 OO0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0611.See file dsdata.txt to determine how the superseded data were derived.
 OO0611
 OO0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH808773(NAD 83)
 OO0611_MARKER: DB = BENCH MARK DISK
 OO0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0611+STABILITY: SURFACE MOTION
 OO0611
 OO0611  HISTORY     - Date     Condition        Report By
 OO0611  HISTORY     - UNK      MONUMENTED       CGS
 OO0611  HISTORY     - 1934     GOOD             NGS
 OO0611  HISTORY     - 20000925 MARK NOT FOUND   AERSVC
 OO0611
 OO0611                          STATION DESCRIPTION
 OO0611
 OO0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0611'IN MASON CITY.
 OO0611'33.3 FT. NORTH WEST OF TOLL LINE POLE NO. 95 7.3 FT. NORTH OF NORTH
 OO0611'EDGE OF PAVEMENT 0.1 MI. E OF W. QUARTER CORNER OF SEC 8-96-20 ON W.
 OO0611'SIDE OF HIGHWAY NO. 18 IN MASON CITY, IOWA.
 OO0611
 OO0611                          STATION RECOVERY (2000)
 OO0611
 OO0611'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 OO0611'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0596 ***********************************************************************
 OO0596  DESIGNATION -  17 18
 OO0596  PID         -  OO0596
 OO0596  STATE/COUNTY-  IA/CERRO GORDO
 OO0596  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0596
 OO0596                         *CURRENT SURVEY CONTROL
 OO0596  ___________________________________________________________________
 OO0596* NAD 83(1986)-  43 08 33.     (N)    093 23 02.     (W)     SCALED    
 OO0596* NAVD 88     -       376.108  (meters)    1233.95   (feet)  ADJUSTED  
 OO0596  ___________________________________________________________________
 OO0596  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 OO0596  DYNAMIC HT  -         376.024 (meters)    1233.67  (feet)  COMP
 OO0596  MODELED GRAV-     980,386.3   (mgal)                       NAVD 88
 OO0596
 OO0596  VERT ORDER  -  FIRST     CLASS II
 OO0596
 OO0596.The horizontal coordinates were scaled from a topographic map and have
 OO0596.an estimated accuracy of +/- 6 seconds.
 OO0596
 OO0596.The orthometric height was determined by differential leveling
 OO0596.and adjusted by the National Geodetic Survey in June 1991..
 OO0596
 OO0596.The geoid height was determined by GEOID03.
 OO0596
 OO0596.The dynamic height is computed by dividing the NAVD 88
 OO0596.geopotential number by the normal gravity value computed on the
 OO0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0596.degrees latitude (g = 980.6199 gals.).
 OO0596
 OO0596.The modeled gravity was interpolated from observed gravity values.
 OO0596
 OO0596;                    North         East    Units  Estimated Accuracy
 OO0596;SPC IA N     - 1,182,450.    1,509,450.      MT  (+/- 180 meters Scaled)
 OO0596
 OO0596                          SUPERSEDED SURVEY CONTROL
 OO0596
 OO0596  NGVD 29 (??/??/92)  376.109  (m)         1233.95   (f) ADJ UNCH    1 2
 OO0596
 OO0596.Superseded values are not recommended for survey control.
 OO0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0596.See file dsdata.txt to determine how the superseded data were derived.
 OO0596
 OO0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH687767(NAD 83)
 OO0596_MARKER: DD = SURVEY DISK
 OO0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0596_STAMPING: 17-18
 OO0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0596+STABILITY: SURFACE MOTION
 OO0596
 OO0596  HISTORY     - Date     Condition        Report By
 OO0596  HISTORY     - UNK      MONUMENTED       IAGS
 OO0596  HISTORY     - 1934     GOOD             NGS
 OO0596  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0596
 OO0596                          STATION DESCRIPTION
 OO0596
 OO0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0596'IN CLEAR LAKE.
 OO0596'AT CLEAR LAKE, CERRO GORDO COUNTY, IN THE SOUTHEAST QUARTER OF SEC.
 OO0596'12, T. 96 N., R. 22 W., ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OO0596'PACIFIC RAILROAD, AND 548 FEET WEST AND 64.8 FEET NORTH OF THE POINT
 OO0596'OF SWITCH AT STATION 1947+16.7.  A STATE SURVEY STANDARD DISK, STAMPED
 OO0596'17-18 AND SET IN THE TOP OF A CONCRETE POST.
 OO0596
 OO0596                          STATION RECOVERY (1972)
 OO0596
 OO0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0597 ***********************************************************************
 OO0597  DESIGNATION -  17 19
 OO0597  PID         -  OO0597
 OO0597  STATE/COUNTY-  IA/CERRO GORDO
 OO0597  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0597
 OO0597                         *CURRENT SURVEY CONTROL
 OO0597  ___________________________________________________________________
 OO0597* NAD 83(1986)-  43 08 34.     (N)    093 22 44.     (W)     SCALED    
 OO0597* NAVD 88     -       375.830  (meters)    1233.04   (feet)  ADJUSTED  
 OO0597  ___________________________________________________________________
 OO0597  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 OO0597  DYNAMIC HT  -         375.747 (meters)    1232.76  (feet)  COMP
 OO0597  MODELED GRAV-     980,388.4   (mgal)                       NAVD 88
 OO0597
 OO0597  VERT ORDER  -  FIRST     CLASS II
 OO0597
 OO0597.The horizontal coordinates were scaled from a topographic map and have
 OO0597.an estimated accuracy of +/- 6 seconds.
 OO0597
 OO0597.The orthometric height was determined by differential leveling
 OO0597.and adjusted by the National Geodetic Survey in June 1991..
 OO0597
 OO0597.The geoid height was determined by GEOID03.
 OO0597
 OO0597.The dynamic height is computed by dividing the NAVD 88
 OO0597.geopotential number by the normal gravity value computed on the
 OO0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0597.degrees latitude (g = 980.6199 gals.).
 OO0597
 OO0597.The modeled gravity was interpolated from observed gravity values.
 OO0597
 OO0597;                    North         East    Units  Estimated Accuracy
 OO0597;SPC IA N     - 1,182,490.    1,509,850.      MT  (+/- 180 meters Scaled)
 OO0597
 OO0597                          SUPERSEDED SURVEY CONTROL
 OO0597
 OO0597  NGVD 29 (??/??/92)  375.832  (m)         1233.04   (f) ADJ UNCH    1 2
 OO0597
 OO0597.Superseded values are not recommended for survey control.
 OO0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0597.See file dsdata.txt to determine how the superseded data were derived.
 OO0597
 OO0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH691767(NAD 83)
 OO0597_MARKER: DD = SURVEY DISK
 OO0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0597_STAMPING: 17-19
 OO0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0597+STABILITY: SURFACE MOTION
 OO0597
 OO0597  HISTORY     - Date     Condition        Report By
 OO0597  HISTORY     - UNK      MONUMENTED       IAGS
 OO0597  HISTORY     - 1951     GOOD             NGS
 OO0597
 OO0597                          STATION DESCRIPTION
 OO0597
 OO0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OO0597'IN CLEAR LAKE.
 OO0597'AT CLEAR LAKE, CERRO GORDO COUNTY, IN THE SOUTHWEST QUARTER OF SEC. 7,
 OO0597'T. 96 N., R. 21 W., 33 FEET SOUTH OF THE CHICAGO, MILWAUKEE, ST. PAUL
 OO0597'AND PACIFIC RAILROAD CROSSING AT EAST STREET, AND 20 FEET WEST OF THE
 OO0597'CENTERLINE OF EAST STREET, 251 FEET EAST AND 39.0 FEET SOUTH OF THE
 OO0597'POINT OF SWITCH AT STATION 1942+46.9.  A STATE SURVEY STANDARD DISK,
 OO0597'STAMPED 17-19 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0580 ***********************************************************************
 OO0580  DESIGNATION -  17 2
 OO0580  PID         -  OO0580
 OO0580  STATE/COUNTY-  IA/CERRO GORDO
 OO0580  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0580
 OO0580                         *CURRENT SURVEY CONTROL
 OO0580  ___________________________________________________________________
 OO0580* NAD 83(1986)-  43 07 44.     (N)    093 28 58.     (W)     SCALED    
 OO0580* NAVD 88     -       383.508  (meters)    1258.23   (feet)  ADJUSTED  
 OO0580  ___________________________________________________________________
 OO0580  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 OO0580  DYNAMIC HT  -         383.406 (meters)    1257.89  (feet)  COMP
 OO0580  MODELED GRAV-     980,342.7   (mgal)                       NAVD 88
 OO0580
 OO0580  VERT ORDER  -  FIRST     CLASS II
 OO0580
 OO0580.The horizontal coordinates were scaled from a topographic map and have
 OO0580.an estimated accuracy of +/- 6 seconds.
 OO0580
 OO0580.The orthometric height was determined by differential leveling
 OO0580.and adjusted by the National Geodetic Survey in June 1991..
 OO0580
 OO0580.The geoid height was determined by GEOID03.
 OO0580
 OO0580.The dynamic height is computed by dividing the NAVD 88
 OO0580.geopotential number by the normal gravity value computed on the
 OO0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0580.degrees latitude (g = 980.6199 gals.).
 OO0580
 OO0580.The modeled gravity was interpolated from observed gravity values.
 OO0580
 OO0580;                    North         East    Units  Estimated Accuracy
 OO0580;SPC IA N     - 1,180,940.    1,501,400.      MT  (+/- 180 meters Scaled)
 OO0580
 OO0580                          SUPERSEDED SURVEY CONTROL
 OO0580
 OO0580  NGVD 29 (??/??/92)  383.490  (m)         1258.17   (f) ADJ UNCH    1 2
 OO0580
 OO0580.Superseded values are not recommended for survey control.
 OO0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0580.See file dsdata.txt to determine how the superseded data were derived.
 OO0580
 OO0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH607752(NAD 83)
 OO0580_MARKER: DD = SURVEY DISK
 OO0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0580_STAMPING: 17-2
 OO0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0580+STABILITY: SURFACE MOTION
 OO0580
 OO0580  HISTORY     - Date     Condition        Report By
 OO0580  HISTORY     - UNK      MONUMENTED       IAGS
 OO0580  HISTORY     - 1934     GOOD             NGS
 OO0580
 OO0580                          STATION DESCRIPTION
 OO0580
 OO0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0580'0.25 MI W FROM VENTURA.
 OO0580'1/4 MILE WEST ALONG U.S. HIGHWAY 18 FROM THE COUNTY-ROAD CROSSING AT
 OO0580'VENTURA, CERRO GORDO COUNTY, AT THE NORTH SIDE OF SEC. 19, T. 96 N.,
 OO0580'R. 22 W., 106 FEET SOUTHWEST OF PAVEMENT STATION 38, AND 28.8 FEET
 OO0580'SOUTH OF STATION 37.  A STATE SURVEY STANDARD DISK, STAMPED 17-2 AND
 OO0580'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0632 ***********************************************************************
 OO0632  DESIGNATION -  17 201
 OO0632  PID         -  OO0632
 OO0632  STATE/COUNTY-  IA/CERRO GORDO
 OO0632  USGS QUAD   -  HANFORD (1959)
 OO0632
 OO0632                         *CURRENT SURVEY CONTROL
 OO0632  ___________________________________________________________________
 OO0632* NAD 83(1986)-  43 00 03.     (N)    093 12 07.     (W)     SCALED    
 OO0632* NAVD 88     -       344.162  (meters)    1129.14   (feet)  ADJUSTED  
 OO0632  ___________________________________________________________________
 OO0632  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 OO0632  DYNAMIC HT  -         344.093 (meters)    1128.91  (feet)  COMP
 OO0632  MODELED GRAV-     980,407.6   (mgal)                       NAVD 88
 OO0632
 OO0632  VERT ORDER  -  FIRST     CLASS II
 OO0632
 OO0632.The horizontal coordinates were scaled from a topographic map and have
 OO0632.an estimated accuracy of +/- 6 seconds.
 OO0632
 OO0632.The orthometric height was determined by differential leveling
 OO0632.and adjusted by the National Geodetic Survey in June 1991..
 OO0632
 OO0632.The geoid height was determined by GEOID03.
 OO0632
 OO0632.The dynamic height is computed by dividing the NAVD 88
 OO0632.geopotential number by the normal gravity value computed on the
 OO0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0632.degrees latitude (g = 980.6199 gals.).
 OO0632
 OO0632.The modeled gravity was interpolated from observed gravity values.
 OO0632
 OO0632;                    North         East    Units  Estimated Accuracy
 OO0632;SPC IA N     - 1,166,750.    1,524,300.      MT  (+/- 180 meters Scaled)
 OO0632
 OO0632                          SUPERSEDED SURVEY CONTROL
 OO0632
 OO0632  NGVD 29 (??/??/92)  344.182  (m)         1129.20   (f) ADJ UNCH    1 2
 OO0632
 OO0632.Superseded values are not recommended for survey control.
 OO0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0632.See file dsdata.txt to determine how the superseded data were derived.
 OO0632
 OO0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH835609(NAD 83)
 OO0632_MARKER: DD = SURVEY DISK
 OO0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0632_STAMPING: 17-201
 OO0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0632+STABILITY: SURFACE MOTION
 OO0632
 OO0632  HISTORY     - Date     Condition        Report By
 OO0632  HISTORY     - UNK      MONUMENTED       IAGS
 OO0632  HISTORY     - 1934     GOOD             NGS
 OO0632
 OO0632                          STATION DESCRIPTION
 OO0632
 OO0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0632'1.5 MI E FROM HURLEY.
 OO0632'1-1/2 MILES EAST ALONG A GRAVEL ROAD FROM HURLEY, CERRO GORDO COUNTY,
 OO0632'0.35 MILE WEST OF THE NORTHWEST CORNER OF SEC. 35, T. 95 N., R. 20 W.,
 OO0632'ON THE NORTH SIDE OF THE ROAD, 4.5 FEET WEST OF A CORNER POST, AND 9.6
 OO0632'FEET EAST OF A FENCE POST.  A STATE SURVEY STANDARD DISK, STAMPED
 OO0632'17-201 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0203 ***********************************************************************
 NK0203  DESIGNATION -  17 236
 NK0203  PID         -  NK0203
 NK0203  STATE/COUNTY-  IA/CERRO GORDO
 NK0203  USGS QUAD   -  SHEFFIELD (1972)
 NK0203
 NK0203                         *CURRENT SURVEY CONTROL
 NK0203  ___________________________________________________________________
 NK0203* NAD 83(1986)-  42 56 59.     (N)    093 12 10.     (W)     SCALED    
 NK0203* NAVD 88     -       327.420  (meters)    1074.21   (feet)  ADJUSTED  
 NK0203  ___________________________________________________________________
 NK0203  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 NK0203  DYNAMIC HT  -         327.351 (meters)    1073.98  (feet)  COMP
 NK0203  MODELED GRAV-     980,399.2   (mgal)                       NAVD 88
 NK0203
 NK0203  VERT ORDER  -  FIRST     CLASS II
 NK0203
 NK0203.The horizontal coordinates were scaled from a topographic map and have
 NK0203.an estimated accuracy of +/- 6 seconds.
 NK0203
 NK0203.The orthometric height was determined by differential leveling
 NK0203.and adjusted by the National Geodetic Survey in June 1991..
 NK0203
 NK0203.The geoid height was determined by GEOID03.
 NK0203
 NK0203.The dynamic height is computed by dividing the NAVD 88
 NK0203.geopotential number by the normal gravity value computed on the
 NK0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0203.degrees latitude (g = 980.6199 gals.).
 NK0203
 NK0203.The modeled gravity was interpolated from observed gravity values.
 NK0203
 NK0203;                    North         East    Units  Estimated Accuracy
 NK0203;SPC IA N     - 1,161,080.    1,524,250.      MT  (+/- 180 meters Scaled)
 NK0203
 NK0203                          SUPERSEDED SURVEY CONTROL
 NK0203
 NK0203  NGVD 29 (??/??/92)  327.441  (m)         1074.28   (f) ADJ UNCH    1 2
 NK0203
 NK0203.Superseded values are not recommended for survey control.
 NK0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0203.See file dsdata.txt to determine how the superseded data were derived.
 NK0203
 NK0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834552(NAD 83)
 NK0203_MARKER: DD = SURVEY DISK
 NK0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0203_STAMPING: 17-236
 NK0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0203+STABILITY: SURFACE MOTION
 NK0203
 NK0203  HISTORY     - Date     Condition        Report By
 NK0203  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0203  HISTORY     - 1934     GOOD             IAGS
 NK0203  HISTORY     - 1972     MARK NOT FOUND   USGS
 NK0203
 NK0203                          STATION DESCRIPTION
 NK0203
 NK0203'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0203'1.1 MI S FROM ROCKWELL.
 NK0203'1.1 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE SOUTHWEST CORNER
 NK0203'OF ROCKWELL, 0.1 MILE SOUTH OF THE NORTHWEST CORNER OF SEC. 22,
 NK0203'T 94 N., R. 20 W., ON THE WEST SIDE OF THE HIGHWAY, 7.6 FEET
 NK0203'NORTH OF A STEEL FENCE POST, AND 5.5 FEET SOUTH OF ANOTHER
 NK0203'STEEL FENCE POST.  A STATE SURVEY STANDARD DISK, STAMPED 17-236
 NK0203'AND SET IN THE TOP OF A CONCRETE POST.
 NK0203
 NK0203                          STATION RECOVERY (1972)
 NK0203
 NK0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NK0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0204 ***********************************************************************
 NK0204  DESIGNATION -  17 237
 NK0204  PID         -  NK0204
 NK0204  STATE/COUNTY-  IA/CERRO GORDO
 NK0204  USGS QUAD   -  SHEFFIELD (1972)
 NK0204
 NK0204                         *CURRENT SURVEY CONTROL
 NK0204  ___________________________________________________________________
 NK0204* NAD 83(1986)-  42 56 33.     (N)    093 12 08.     (W)     SCALED    
 NK0204* NAVD 88     -       331.354  (meters)    1087.12   (feet)  ADJUSTED  
 NK0204  ___________________________________________________________________
 NK0204  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 NK0204  DYNAMIC HT  -         331.284 (meters)    1086.89  (feet)  COMP
 NK0204  MODELED GRAV-     980,397.3   (mgal)                       NAVD 88
 NK0204
 NK0204  VERT ORDER  -  FIRST     CLASS II
 NK0204
 NK0204.The horizontal coordinates were scaled from a topographic map and have
 NK0204.an estimated accuracy of +/- 6 seconds.
 NK0204
 NK0204.The orthometric height was determined by differential leveling
 NK0204.and adjusted by the National Geodetic Survey in June 1991..
 NK0204
 NK0204.The geoid height was determined by GEOID03.
 NK0204
 NK0204.The dynamic height is computed by dividing the NAVD 88
 NK0204.geopotential number by the normal gravity value computed on the
 NK0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0204.degrees latitude (g = 980.6199 gals.).
 NK0204
 NK0204.The modeled gravity was interpolated from observed gravity values.
 NK0204
 NK0204;                    North         East    Units  Estimated Accuracy
 NK0204;SPC IA N     - 1,160,270.    1,524,300.      MT  (+/- 180 meters Scaled)
 NK0204
 NK0204                          SUPERSEDED SURVEY CONTROL
 NK0204
 NK0204  NGVD 29 (??/??/92)  331.375  (m)         1087.19   (f) ADJ UNCH    1 2
 NK0204
 NK0204.Superseded values are not recommended for survey control.
 NK0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0204.See file dsdata.txt to determine how the superseded data were derived.
 NK0204
 NK0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH835544(NAD 83)
 NK0204_MARKER: DD = SURVEY DISK
 NK0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0204_STAMPING: 17-237
 NK0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0204+STABILITY: SURFACE MOTION
 NK0204
 NK0204  HISTORY     - Date     Condition        Report By
 NK0204  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0204  HISTORY     - 1934     GOOD             IAGS
 NK0204  HISTORY     - 1972     MARK NOT FOUND   USGS
 NK0204
 NK0204                          STATION DESCRIPTION
 NK0204
 NK0204'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0204'1.7 MI S FROM ROCKWELL.
 NK0204'1-2/3 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE SOUTHWEST CORNER
 NK0204'OF ROCKWELL, ABOUT 0.6 MILE SOUTH OF THE NORTHWEST CORNER OF
 NK0204'SEC. 22, T. 94 N., R. 20 W., ON THE EAST SIDE OF THE HIGHWAY,
 NK0204'11.8 FEET NORTH OF A FENCE POST, AND 9.0 FEET SOUTH OF ANOTHER
 NK0204'FENCE POST.  A STATE SURVEY STANDARD DISK, STAMPED 17-237 AND SET
 NK0204'IN THE TOP OF A CONCRETE POST.
 NK0204
 NK0204                          STATION RECOVERY (1972)
 NK0204
 NK0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NK0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0205 ***********************************************************************
 NK0205  DESIGNATION -  17 238
 NK0205  PID         -  NK0205
 NK0205  STATE/COUNTY-  IA/CERRO GORDO
 NK0205  USGS QUAD   -  SHEFFIELD (1972)
 NK0205
 NK0205                         *CURRENT SURVEY CONTROL
 NK0205  ___________________________________________________________________
 NK0205* NAD 83(1986)-  42 55 52.     (N)    093 12 09.     (W)     SCALED    
 NK0205* NAVD 88     -       329.366  (meters)    1080.60   (feet)  ADJUSTED  
 NK0205  ___________________________________________________________________
 NK0205  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 NK0205  DYNAMIC HT  -         329.295 (meters)    1080.36  (feet)  COMP
 NK0205  MODELED GRAV-     980,394.8   (mgal)                       NAVD 88
 NK0205
 NK0205  VERT ORDER  -  FIRST     CLASS II
 NK0205
 NK0205.The horizontal coordinates were scaled from a topographic map and have
 NK0205.an estimated accuracy of +/- 6 seconds.
 NK0205
 NK0205.The orthometric height was determined by differential leveling
 NK0205.and adjusted by the National Geodetic Survey in June 1991..
 NK0205
 NK0205.The geoid height was determined by GEOID03.
 NK0205
 NK0205.The dynamic height is computed by dividing the NAVD 88
 NK0205.geopotential number by the normal gravity value computed on the
 NK0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0205.degrees latitude (g = 980.6199 gals.).
 NK0205
 NK0205.The modeled gravity was interpolated from observed gravity values.
 NK0205
 NK0205;                    North         East    Units  Estimated Accuracy
 NK0205;SPC IA N     - 1,159,010.    1,524,280.      MT  (+/- 180 meters Scaled)
 NK0205
 NK0205                          SUPERSEDED SURVEY CONTROL
 NK0205
 NK0205  NGVD 29 (??/??/92)  329.386  (m)         1080.66   (f) ADJ UNCH    1 2
 NK0205
 NK0205.Superseded values are not recommended for survey control.
 NK0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0205.See file dsdata.txt to determine how the superseded data were derived.
 NK0205
 NK0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834531(NAD 83)
 NK0205_MARKER: DD = SURVEY DISK
 NK0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0205_STAMPING: 17-238
 NK0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0205+STABILITY: SURFACE MOTION
 NK0205
 NK0205  HISTORY     - Date     Condition        Report By
 NK0205  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0205  HISTORY     - 1934     GOOD             IAGS
 NK0205  HISTORY     - 1972     MARK NOT FOUND   USGS
 NK0205
 NK0205                          STATION DESCRIPTION
 NK0205
 NK0205'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0205'2.3 MI S FROM ROCKWELL.
 NK0205'2-1/3 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE SOUTHWEST
 NK0205'CORNER OF ROCKWELL, ABOUT 0.4 MILE SOUTH OF THE NORTHWEST CORNER
 NK0205'OF SEC. 27, T. 94 N., R. 20 W., ON THE WEST SIDE OF THE HIGHWAY,
 NK0205'62.5 FEET SOUTH OF A CORNER POST, AND 5.7 FEET NORTH OF ANOTHER
 NK0205'FENCE POST.  A STATE SURVEY STANDARD DISK, STAMPED 17-238 AND
 NK0205'SET IN THE TOP OF A CONCRETE POST.
 NK0205
 NK0205                          STATION RECOVERY (1972)
 NK0205
 NK0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NK0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0206 ***********************************************************************
 NK0206  DESIGNATION -  17 239
 NK0206  PID         -  NK0206
 NK0206  STATE/COUNTY-  IA/CERRO GORDO
 NK0206  USGS QUAD   -  SHEFFIELD (1972)
 NK0206
 NK0206                         *CURRENT SURVEY CONTROL
 NK0206  ___________________________________________________________________
 NK0206* NAD 83(1986)-  42 55 35.     (N)    093 12 08.     (W)     SCALED    
 NK0206* NAVD 88     -       332.415  (meters)    1090.60   (feet)  ADJUSTED  
 NK0206  ___________________________________________________________________
 NK0206  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 NK0206  DYNAMIC HT  -         332.343 (meters)    1090.36  (feet)  COMP
 NK0206  MODELED GRAV-     980,393.7   (mgal)                       NAVD 88
 NK0206
 NK0206  VERT ORDER  -  FIRST     CLASS II
 NK0206
 NK0206.The horizontal coordinates were scaled from a topographic map and have
 NK0206.an estimated accuracy of +/- 6 seconds.
 NK0206
 NK0206.The orthometric height was determined by differential leveling
 NK0206.and adjusted by the National Geodetic Survey in June 1991..
 NK0206
 NK0206.The geoid height was determined by GEOID03.
 NK0206
 NK0206.The dynamic height is computed by dividing the NAVD 88
 NK0206.geopotential number by the normal gravity value computed on the
 NK0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0206.degrees latitude (g = 980.6199 gals.).
 NK0206
 NK0206.The modeled gravity was interpolated from observed gravity values.
 NK0206
 NK0206;                    North         East    Units  Estimated Accuracy
 NK0206;SPC IA N     - 1,158,480.    1,524,310.      MT  (+/- 180 meters Scaled)
 NK0206
 NK0206                          SUPERSEDED SURVEY CONTROL
 NK0206
 NK0206  NGVD 29 (??/??/92)  332.434  (m)         1090.66   (f) ADJ UNCH    1 2
 NK0206
 NK0206.Superseded values are not recommended for survey control.
 NK0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0206.See file dsdata.txt to determine how the superseded data were derived.
 NK0206
 NK0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834526(NAD 83)
 NK0206_MARKER: DD = SURVEY DISK
 NK0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0206_STAMPING: 17-239
 NK0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0206+STABILITY: SURFACE MOTION
 NK0206
 NK0206  HISTORY     - Date     Condition        Report By
 NK0206  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0206  HISTORY     - 1934     GOOD             IAGS
 NK0206  HISTORY     - 1972     MARK NOT FOUND   USGS
 NK0206
 NK0206                          STATION DESCRIPTION
 NK0206
 NK0206'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0206'2.8 MI S FROM ROCKWELL.
 NK0206'2-3/4 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE SOUTHWEST CORNER
 NK0206'OF ROCKWELL, IN SEC. 27, T. 94 N., R. 20 W., ON THE EAST SIDE
 NK0206'OF THE HIGHWAY, AND 26.7 FEET SOUTH OF A FENCE POST.  A STATE
 NK0206'SURVEY STANDARD DISK, STAMPED 17-239 AND SET IN THE TOP OF A
 NK0206'CONCRETE POST.
 NK0206
 NK0206                          STATION RECOVERY (1972)
 NK0206
 NK0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NK0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0207 ***********************************************************************
 NK0207  DESIGNATION -  17 240
 NK0207  PID         -  NK0207
 NK0207  STATE/COUNTY-  IA/CERRO GORDO
 NK0207  USGS QUAD   -  SHEFFIELD (1972)
 NK0207
 NK0207                         *CURRENT SURVEY CONTROL
 NK0207  ___________________________________________________________________
 NK0207* NAD 83(1986)-  42 55 10.     (N)    093 12 09.     (W)     SCALED    
 NK0207* NAVD 88     -       333.318  (meters)    1093.56   (feet)  ADJUSTED  
 NK0207  ___________________________________________________________________
 NK0207  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 NK0207  DYNAMIC HT  -         333.245 (meters)    1093.32  (feet)  COMP
 NK0207  MODELED GRAV-     980,392.3   (mgal)                       NAVD 88
 NK0207
 NK0207  VERT ORDER  -  FIRST     CLASS II
 NK0207
 NK0207.The horizontal coordinates were scaled from a topographic map and have
 NK0207.an estimated accuracy of +/- 6 seconds.
 NK0207
 NK0207.The orthometric height was determined by differential leveling
 NK0207.and adjusted by the National Geodetic Survey in June 1991..
 NK0207
 NK0207.The geoid height was determined by GEOID03.
 NK0207
 NK0207.The dynamic height is computed by dividing the NAVD 88
 NK0207.geopotential number by the normal gravity value computed on the
 NK0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0207.degrees latitude (g = 980.6199 gals.).
 NK0207
 NK0207.The modeled gravity was interpolated from observed gravity values.
 NK0207
 NK0207;                    North         East    Units  Estimated Accuracy
 NK0207;SPC IA N     - 1,157,710.    1,524,290.      MT  (+/- 180 meters Scaled)
 NK0207
 NK0207                          SUPERSEDED SURVEY CONTROL
 NK0207
 NK0207  NGVD 29 (??/??/92)  333.337  (m)         1093.62   (f) ADJ UNCH    1 2
 NK0207
 NK0207.Superseded values are not recommended for survey control.
 NK0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0207.See file dsdata.txt to determine how the superseded data were derived.
 NK0207
 NK0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834518(NAD 83)
 NK0207_MARKER: DD = SURVEY DISK
 NK0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0207_STAMPING: 17-240
 NK0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0207+STABILITY: SURFACE MOTION
 NK0207
 NK0207  HISTORY     - Date     Condition        Report By
 NK0207  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0207  HISTORY     - 1934     GOOD             IAGS
 NK0207  HISTORY     - 1972     MARK NOT FOUND   USGS
 NK0207
 NK0207                          STATION DESCRIPTION
 NK0207
 NK0207'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0207'3.2 MI S FROM ROCKWELL.
 NK0207'3-1/4 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE SOUTHWEST CORNER
 NK0207'OF ROCKWELL, ABOUT 0.2 MILE SOUTH OF THE NORTHWEST CORNER OF
 NK0207'SEC. 34, T. 94 N., R. 20 W., ON THE WEST SIDE OF THE HIGHWAY,
 NK0207'9.3 FEET SOUTH OF A STEEL FENCE POST, AND 7.3 FEET NORTH OF
 NK0207'ANOTHER STEEL FENCE POST.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0207'17-240 AND SET IN THE TOP OF A CONCRETE POST.
 NK0207
 NK0207                          STATION RECOVERY (1972)
 NK0207
 NK0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NK0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0208 ***********************************************************************
 NK0208  DESIGNATION -  17 241
 NK0208  PID         -  NK0208
 NK0208  STATE/COUNTY-  IA/CERRO GORDO
 NK0208  USGS QUAD   -  SHEFFIELD (1972)
 NK0208
 NK0208                         *CURRENT SURVEY CONTROL
 NK0208  ___________________________________________________________________
 NK0208* NAD 83(1986)-  42 54 45.     (N)    093 12 07.     (W)     SCALED    
 NK0208* NAVD 88     -       333.714  (meters)    1094.86   (feet)  ADJUSTED  
 NK0208  ___________________________________________________________________
 NK0208  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 NK0208  DYNAMIC HT  -         333.641 (meters)    1094.62  (feet)  COMP
 NK0208  MODELED GRAV-     980,390.5   (mgal)                       NAVD 88
 NK0208
 NK0208  VERT ORDER  -  FIRST     CLASS II
 NK0208
 NK0208.The horizontal coordinates were scaled from a topographic map and have
 NK0208.an estimated accuracy of +/- 6 seconds.
 NK0208
 NK0208.The orthometric height was determined by differential leveling
 NK0208.and adjusted by the National Geodetic Survey in June 1991..
 NK0208
 NK0208.The geoid height was determined by GEOID03.
 NK0208
 NK0208.The dynamic height is computed by dividing the NAVD 88
 NK0208.geopotential number by the normal gravity value computed on the
 NK0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0208.degrees latitude (g = 980.6199 gals.).
 NK0208
 NK0208.The modeled gravity was interpolated from observed gravity values.
 NK0208
 NK0208;                    North         East    Units  Estimated Accuracy
 NK0208;SPC IA N     - 1,156,940.    1,524,340.      MT  (+/- 180 meters Scaled)
 NK0208
 NK0208                          SUPERSEDED SURVEY CONTROL
 NK0208
 NK0208  NGVD 29 (??/??/92)  333.733  (m)         1094.92   (f) ADJ UNCH    1 2
 NK0208
 NK0208.Superseded values are not recommended for survey control.
 NK0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0208.See file dsdata.txt to determine how the superseded data were derived.
 NK0208
 NK0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH835511(NAD 83)
 NK0208_MARKER: DD = SURVEY DISK
 NK0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0208_STAMPING: 17-241
 NK0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0208+STABILITY: SURFACE MOTION
 NK0208
 NK0208  HISTORY     - Date     Condition        Report By
 NK0208  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0208  HISTORY     - 1934     GOOD             IAGS
 NK0208  HISTORY     - 1972     MARK NOT FOUND   USGS
 NK0208
 NK0208                          STATION DESCRIPTION
 NK0208
 NK0208'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0208'3.7 MI S FROM ROCKWELL.
 NK0208'3-2/3 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE SOUTHWEST CORNER
 NK0208'OF ROCKWELL, ABOUT 0.65 MILE SOUTH OF THE NORTHWEST CORNER OF
 NK0208'SEC.34, T. 94 N., R. 20 W., ON THE EAST SIDE OF THE HIGHWAY,
 NK0208'25.4 FEET NORTH OF TOLL-LINE POLE 1303, AND 7.5 FEET SOUTH OF
 NK0208'A STEEL FENCE POST.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0208'17-241 AND SET IN THE TOP OF A CONCRETE POST.
 NK0208
 NK0208                          STATION RECOVERY (1972)
 NK0208
 NK0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NK0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0202 ***********************************************************************
 NK0202  DESIGNATION -  17 242
 NK0202  PID         -  NK0202
 NK0202  STATE/COUNTY-  IA/CERRO GORDO
 NK0202  USGS QUAD   -  SHEFFIELD (1972)
 NK0202
 NK0202                         *CURRENT SURVEY CONTROL
 NK0202  ___________________________________________________________________
 NK0202* NAD 83(1986)-  42 57 04.     (N)    093 12 03.     (W)     SCALED    
 NK0202* NAVD 88     -       327.170  (meters)    1073.39   (feet)  ADJUSTED  
 NK0202  ___________________________________________________________________
 NK0202  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 NK0202  DYNAMIC HT  -         327.101 (meters)    1073.16  (feet)  COMP
 NK0202  MODELED GRAV-     980,398.7   (mgal)                       NAVD 88
 NK0202
 NK0202  VERT ORDER  -  FIRST     CLASS II
 NK0202
 NK0202.The horizontal coordinates were scaled from a topographic map and have
 NK0202.an estimated accuracy of +/- 6 seconds.
 NK0202
 NK0202.The orthometric height was determined by differential leveling
 NK0202.and adjusted by the National Geodetic Survey in June 1991..
 NK0202
 NK0202.The geoid height was determined by GEOID03.
 NK0202
 NK0202.The dynamic height is computed by dividing the NAVD 88
 NK0202.geopotential number by the normal gravity value computed on the
 NK0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0202.degrees latitude (g = 980.6199 gals.).
 NK0202
 NK0202.The modeled gravity was interpolated from observed gravity values.
 NK0202
 NK0202;                    North         East    Units  Estimated Accuracy
 NK0202;SPC IA N     - 1,161,230.    1,524,410.      MT  (+/- 180 meters Scaled)
 NK0202
 NK0202                          SUPERSEDED SURVEY CONTROL
 NK0202
 NK0202  NGVD 29 (??/??/92)  327.191  (m)         1073.46   (f) ADJ UNCH    1 2
 NK0202
 NK0202.Superseded values are not recommended for survey control.
 NK0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0202.See file dsdata.txt to determine how the superseded data were derived.
 NK0202
 NK0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH836554(NAD 83)
 NK0202_MARKER: DD = SURVEY DISK
 NK0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0202_STAMPING: 17-242
 NK0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0202+STABILITY: SURFACE MOTION
 NK0202
 NK0202  HISTORY     - Date     Condition        Report By
 NK0202  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0202  HISTORY     - 1934     GOOD             IAGS
 NK0202  HISTORY     - 1972     MARK NOT FOUND   USGS
 NK0202
 NK0202                          STATION DESCRIPTION
 NK0202
 NK0202'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0202'1 MI S FROM ROCKWELL.
 NK0202'1 MILE SOUTH ALONG COUNTY ROAD M FROM THE SOUTH CITY LIMITS OF
 NK0202'ROCKWELL, THENCE WEST ALONG A GRAVEL ROAD, ABOUT 0.1 MILE EAST
 NK0202'OF THE NORTHWEST CORNER OF SEC. 22, T. 94 N., R. 20 W., ON THE
 NK0202'SOUTH SIDE OF THE ROAD, 51.2 FEET WEST OF A POLE, AND 9.6 FEET
 NK0202'EAST OF A FENCE POST.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0202'17-242 AND SET IN THE TOP OF A CONCRETE POST.
 NK0202
 NK0202                          STATION RECOVERY (1972)
 NK0202
 NK0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NK0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0201 ***********************************************************************
 NK0201  DESIGNATION -  17 243
 NK0201  PID         -  NK0201
 NK0201  STATE/COUNTY-  IA/CERRO GORDO
 NK0201  USGS QUAD   -  SHEFFIELD (1972)
 NK0201
 NK0201                         *CURRENT SURVEY CONTROL
 NK0201  ___________________________________________________________________
 NK0201* NAD 83(1986)-  42 57 17.     (N)    093 11 32.     (W)     SCALED    
 NK0201* NAVD 88     -       333.382  (meters)    1093.77   (feet)  ADJUSTED  
 NK0201  ___________________________________________________________________
 NK0201  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 NK0201  DYNAMIC HT  -         333.311 (meters)    1093.54  (feet)  COMP
 NK0201  MODELED GRAV-     980,395.3   (mgal)                       NAVD 88
 NK0201
 NK0201  VERT ORDER  -  FIRST     CLASS II
 NK0201
 NK0201.The horizontal coordinates were scaled from a topographic map and have
 NK0201.an estimated accuracy of +/- 6 seconds.
 NK0201
 NK0201.The orthometric height was determined by differential leveling
 NK0201.and adjusted by the National Geodetic Survey in June 1991..
 NK0201
 NK0201.The geoid height was determined by GEOID03.
 NK0201
 NK0201.The dynamic height is computed by dividing the NAVD 88
 NK0201.geopotential number by the normal gravity value computed on the
 NK0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0201.degrees latitude (g = 980.6199 gals.).
 NK0201
 NK0201.The modeled gravity was interpolated from observed gravity values.
 NK0201
 NK0201;                    North         East    Units  Estimated Accuracy
 NK0201;SPC IA N     - 1,161,630.    1,525,110.      MT  (+/- 180 meters Scaled)
 NK0201
 NK0201                          SUPERSEDED SURVEY CONTROL
 NK0201
 NK0201  NGVD 29 (??/??/92)  333.401  (m)         1093.83   (f) ADJ UNCH    1 2
 NK0201
 NK0201.Superseded values are not recommended for survey control.
 NK0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0201.See file dsdata.txt to determine how the superseded data were derived.
 NK0201
 NK0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH843558(NAD 83)
 NK0201_MARKER: DD = SURVEY DISK
 NK0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0201_STAMPING: 17-243
 NK0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0201+STABILITY: SURFACE MOTION
 NK0201
 NK0201  HISTORY     - Date     Condition        Report By
 NK0201  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0201  HISTORY     - 1934     GOOD             IAGS
 NK0201  HISTORY     - 20000925 MARK NOT FOUND   AERSVC
 NK0201
 NK0201                          STATION DESCRIPTION
 NK0201
 NK0201'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0201'0.8 MI S FROM ROCKWELL.
 NK0201'ABOUT 3/4 MILE SOUTH ALONG COUNTY ROAD M FROM THE SOUTH CITY
 NK0201'LIMITS AT ROCKWELL, ABOUT 1/4 MILE NORTH OF THE NORTH QUARTER
 NK0201'CORNER OF SEC. 22, T. 94 N., R. 20 W., ON THE EAST SIDE OF THE
 NK0201'ROAD, 30.8 FEET NORTH OF THE NORTH POST OF A GATE, AND 9.0 FEET
 NK0201'SOUTH OF A FENCE POST.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0201'17-243 AND SET IN THE TOP OF A CONCRETE POST.
 NK0201
 NK0201                          STATION RECOVERY (2000)
 NK0201
 NK0201'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NK0201'MARK NOT FOUND, FARMER SAID THAT FENCE WAS REMOVED IN THE EARLY 1980'S
 NK0201'WHEN ROAD WAS MADE WIDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0200 ***********************************************************************
 NK0200  DESIGNATION -  17 245
 NK0200  PID         -  NK0200
 NK0200  STATE/COUNTY-  IA/CERRO GORDO
 NK0200  USGS QUAD   -  SHEFFIELD (1972)
 NK0200
 NK0200                         *CURRENT SURVEY CONTROL
 NK0200  ___________________________________________________________________
 NK0200* NAD 83(1986)-  42 58 14.     (N)    093 11 31.     (W)     SCALED    
 NK0200* NAVD 88     -       338.817  (meters)    1111.60   (feet)  ADJUSTED  
 NK0200  ___________________________________________________________________
 NK0200  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 NK0200  DYNAMIC HT  -         338.745 (meters)    1111.37  (feet)  COMP
 NK0200  MODELED GRAV-     980,399.5   (mgal)                       NAVD 88
 NK0200
 NK0200  VERT ORDER  -  FIRST     CLASS II
 NK0200
 NK0200.The horizontal coordinates were scaled from a topographic map and have
 NK0200.an estimated accuracy of +/- 6 seconds.
 NK0200
 NK0200.The orthometric height was determined by differential leveling
 NK0200.and adjusted by the National Geodetic Survey in June 1991..
 NK0200
 NK0200.The geoid height was determined by GEOID03.
 NK0200
 NK0200.The dynamic height is computed by dividing the NAVD 88
 NK0200.geopotential number by the normal gravity value computed on the
 NK0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0200.degrees latitude (g = 980.6199 gals.).
 NK0200
 NK0200.The modeled gravity was interpolated from observed gravity values.
 NK0200
 NK0200;                    North         East    Units  Estimated Accuracy
 NK0200;SPC IA N     - 1,163,390.    1,525,130.      MT  (+/- 180 meters Scaled)
 NK0200
 NK0200                          SUPERSEDED SURVEY CONTROL
 NK0200
 NK0200  NGVD 29 (??/??/92)  338.836  (m)         1111.66   (f) ADJ UNCH    1 2
 NK0200
 NK0200.Superseded values are not recommended for survey control.
 NK0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0200.See file dsdata.txt to determine how the superseded data were derived.
 NK0200
 NK0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH843575(NAD 83)
 NK0200_MARKER: DD = SURVEY DISK
 NK0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0200_STAMPING: 17-245
 NK0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0200+STABILITY: SURFACE MOTION
 NK0200
 NK0200  HISTORY     - Date     Condition        Report By
 NK0200  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0200  HISTORY     - 1934     GOOD             IAGS
 NK0200  HISTORY     - 1972     MARK NOT FOUND   USGS
 NK0200
 NK0200                          STATION DESCRIPTION
 NK0200
 NK0200'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0200'AT ROCKWELL.
 NK0200'AT ROCKWELL, ON COUNTY ROAD M, ABOUT 0.2 MILE NORTH OF THE
 NK0200'NORTH QUARTER CORNER OF SEC. 15, T. 94 N., R. 20 W., ON THE
 NK0200'EAST SIDE OF THE ROAD, AT THE CROSSING OF THE MINNEAPOLIS AND
 NK0200'ST. LOUIS RAILWAY, AND 17.4 FEET NORTHEAST OF A CROSSING SIGN.
 NK0200'A STATE SURVEY STANDARD DISK, STAMPED 17-245 AND SET IN THE TOP
 NK0200'OF A CONCRETE POST.
 NK0200
 NK0200                          STATION RECOVERY (1972)
 NK0200
 NK0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NK0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0199 ***********************************************************************
 NK0199  DESIGNATION -  17 246
 NK0199  PID         -  NK0199
 NK0199  STATE/COUNTY-  IA/CERRO GORDO
 NK0199  USGS QUAD   -  SHEFFIELD (1972)
 NK0199
 NK0199                         *CURRENT SURVEY CONTROL
 NK0199  ___________________________________________________________________
 NK0199* NAD 83(1986)-  42 58 35.     (N)    093 11 32.     (W)     SCALED    
 NK0199* NAVD 88     -       341.276  (meters)    1119.67   (feet)  ADJUSTED  
 NK0199  ___________________________________________________________________
 NK0199  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 NK0199  DYNAMIC HT  -         341.204 (meters)    1119.43  (feet)  COMP
 NK0199  MODELED GRAV-     980,401.3   (mgal)                       NAVD 88
 NK0199
 NK0199  VERT ORDER  -  FIRST     CLASS II
 NK0199
 NK0199.The horizontal coordinates were scaled from a topographic map and have
 NK0199.an estimated accuracy of +/- 6 seconds.
 NK0199
 NK0199.The orthometric height was determined by differential leveling
 NK0199.and adjusted by the National Geodetic Survey in June 1991..
 NK0199
 NK0199.The geoid height was determined by GEOID03.
 NK0199
 NK0199.The dynamic height is computed by dividing the NAVD 88
 NK0199.geopotential number by the normal gravity value computed on the
 NK0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0199.degrees latitude (g = 980.6199 gals.).
 NK0199
 NK0199.The modeled gravity was interpolated from observed gravity values.
 NK0199
 NK0199;                    North         East    Units  Estimated Accuracy
 NK0199;SPC IA N     - 1,164,040.    1,525,110.      MT  (+/- 180 meters Scaled)
 NK0199
 NK0199                          SUPERSEDED SURVEY CONTROL
 NK0199
 NK0199  NGVD 29 (??/??/92)  341.295  (m)         1119.73   (f) ADJ UNCH    1 2
 NK0199
 NK0199.Superseded values are not recommended for survey control.
 NK0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0199.See file dsdata.txt to determine how the superseded data were derived.
 NK0199
 NK0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH843582(NAD 83)
 NK0199_MARKER: DD = SURVEY DISK
 NK0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0199_STAMPING: 17-246
 NK0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0199+STABILITY: SURFACE MOTION
 NK0199
 NK0199  HISTORY     - Date     Condition        Report By
 NK0199  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0199  HISTORY     - 1934     GOOD             IAGS
 NK0199  HISTORY     - 1972     MARK NOT FOUND   USGS
 NK0199
 NK0199                          STATION DESCRIPTION
 NK0199
 NK0199'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0199'AT ROCKWELL.
 NK0199'AT ROCKWELL, ON COUNTY ROAD M, ABOUT 3/4 MILE NORTH OF THE
 NK0199'NORTH QUARTER CORNER OF SEC. 15, T. 94 N., R. 20 W., ON THE
 NK0199'WEST SIDE OF THE ROAD, 17.5 FEET NORTH OF TOLL-LINE POLE 1508,
 NK0199'AND 3.2 FEET EAST OF A CORNER POST.  A STATE SURVEY STANDARD
 NK0199'DISK, STAMPED 17-246 AND SET IN THE TOP OF A CONCRETE POST.
 NK0199
 NK0199                          STATION RECOVERY (1972)
 NK0199
 NK0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NK0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0198 ***********************************************************************
 NK0198  DESIGNATION -  17 248
 NK0198  PID         -  NK0198
 NK0198  STATE/COUNTY-  IA/CERRO GORDO
 NK0198  USGS QUAD   -  SHEFFIELD (1972)
 NK0198
 NK0198                         *CURRENT SURVEY CONTROL
 NK0198  ___________________________________________________________________
 NK0198* NAD 83(1986)-  42 59 06.     (N)    093 11 32.     (W)     SCALED    
 NK0198* NAVD 88     -       341.007  (meters)    1118.79   (feet)  ADJUSTED  
 NK0198  ___________________________________________________________________
 NK0198  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 NK0198  DYNAMIC HT  -         340.936 (meters)    1118.55  (feet)  COMP
 NK0198  MODELED GRAV-     980,402.8   (mgal)                       NAVD 88
 NK0198
 NK0198  VERT ORDER  -  FIRST     CLASS II
 NK0198
 NK0198.The horizontal coordinates were scaled from a topographic map and have
 NK0198.an estimated accuracy of +/- 6 seconds.
 NK0198
 NK0198.The orthometric height was determined by differential leveling
 NK0198.and adjusted by the National Geodetic Survey in June 1991..
 NK0198
 NK0198.The geoid height was determined by GEOID03.
 NK0198
 NK0198.The dynamic height is computed by dividing the NAVD 88
 NK0198.geopotential number by the normal gravity value computed on the
 NK0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0198.degrees latitude (g = 980.6199 gals.).
 NK0198
 NK0198.The modeled gravity was interpolated from observed gravity values.
 NK0198
 NK0198;                    North         East    Units  Estimated Accuracy
 NK0198;SPC IA N     - 1,165,000.    1,525,100.      MT  (+/- 180 meters Scaled)
 NK0198
 NK0198                          SUPERSEDED SURVEY CONTROL
 NK0198
 NK0198  NGVD 29 (??/??/92)  341.026  (m)         1118.85   (f) ADJ UNCH    1 2
 NK0198
 NK0198.Superseded values are not recommended for survey control.
 NK0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0198.See file dsdata.txt to determine how the superseded data were derived.
 NK0198
 NK0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH843591(NAD 83)
 NK0198_MARKER: DD = SURVEY DISK
 NK0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0198_STAMPING: 17-248
 NK0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0198+STABILITY: SURFACE MOTION
 NK0198
 NK0198  HISTORY     - Date     Condition        Report By
 NK0198  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0198  HISTORY     - 1934     GOOD             IAGS
 NK0198
 NK0198                          STATION DESCRIPTION
 NK0198
 NK0198'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0198'AT ROCKWELL.
 NK0198'AT ROCKWELL, ON COUNTY ROAD M, ABOUT 0.3 MILE NORTH OF THE
 NK0198'NORTH QUARTER CORNER OF SEC. 10, T. 94 N., R. 20 W., ON THE WEST
 NK0198'SIDE OF THE ROAD, 49 FEET NORTH OF TOLL-LINE POLE 1534, AND
 NK0198'16 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE.  A STATE SURVEY
 NK0198'STANDARD DISK, STAMPED 17-248 AND SET IN THE TOP OF A CONCRETE
 NK0198'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0197 ***********************************************************************
 NK0197  DESIGNATION -  17 249
 NK0197  PID         -  NK0197
 NK0197  STATE/COUNTY-  IA/CERRO GORDO
 NK0197  USGS QUAD   -  SHEFFIELD (1972)
 NK0197
 NK0197                         *CURRENT SURVEY CONTROL
 NK0197  ___________________________________________________________________
 NK0197* NAD 83(1986)-  42 59 24.     (N)    093 11 30.     (W)     SCALED    
 NK0197* NAVD 88     -       344.764  (meters)    1131.11   (feet)  ADJUSTED  
 NK0197  ___________________________________________________________________
 NK0197  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 NK0197  DYNAMIC HT  -         344.693 (meters)    1130.88  (feet)  COMP
 NK0197  MODELED GRAV-     980,402.7   (mgal)                       NAVD 88
 NK0197
 NK0197  VERT ORDER  -  FIRST     CLASS II
 NK0197
 NK0197.The horizontal coordinates were scaled from a topographic map and have
 NK0197.an estimated accuracy of +/- 6 seconds.
 NK0197
 NK0197.The orthometric height was determined by differential leveling
 NK0197.and adjusted by the National Geodetic Survey in June 1991..
 NK0197
 NK0197.The geoid height was determined by GEOID03.
 NK0197
 NK0197.The dynamic height is computed by dividing the NAVD 88
 NK0197.geopotential number by the normal gravity value computed on the
 NK0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0197.degrees latitude (g = 980.6199 gals.).
 NK0197
 NK0197.The modeled gravity was interpolated from observed gravity values.
 NK0197
 NK0197;                    North         East    Units  Estimated Accuracy
 NK0197;SPC IA N     - 1,165,550.    1,525,150.      MT  (+/- 180 meters Scaled)
 NK0197
 NK0197                          SUPERSEDED SURVEY CONTROL
 NK0197
 NK0197  NGVD 29 (??/??/92)  344.784  (m)         1131.18   (f) ADJ UNCH    1 2
 NK0197
 NK0197.Superseded values are not recommended for survey control.
 NK0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0197.See file dsdata.txt to determine how the superseded data were derived.
 NK0197
 NK0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH843597(NAD 83)
 NK0197_MARKER: DD = SURVEY DISK
 NK0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0197_STAMPING: 17-249
 NK0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0197+STABILITY: SURFACE MOTION
 NK0197
 NK0197  HISTORY     - Date     Condition        Report By
 NK0197  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0197  HISTORY     - 1934     GOOD             IAGS
 NK0197  HISTORY     - 1972     MARK NOT FOUND   USGS
 NK0197
 NK0197                          STATION DESCRIPTION
 NK0197
 NK0197'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0197'AT ROCKWELL.
 NK0197'AT ROCKWELL, ON COUNTY ROAD M, ABOUT 0.7 MILE NORTH OF THE
 NK0197'NORTH QUARTER CORNER OF SEC. 10, T. 94 N., R. 20 W., ON THE
 NK0197'EAST SIDE OF THE ROAD, 67 FEET SOUTH OF A POLE, AND 13.7 FEET
 NK0197'SOUTH OF A LARGE STUMP.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0197'17-249 AND SET IN THE TOP OF A CONCRETE POST.
 NK0197
 NK0197                          STATION RECOVERY (1972)
 NK0197
 NK0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NK0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0196 ***********************************************************************
 NK0196  DESIGNATION -  17 250
 NK0196  PID         -  NK0196
 NK0196  STATE/COUNTY-  IA/CERRO GORDO
 NK0196  USGS QUAD   -  SHEFFIELD (1972)
 NK0196
 NK0196                         *CURRENT SURVEY CONTROL
 NK0196  ___________________________________________________________________
 NK0196* NAD 83(1986)-  42 59 40.     (N)    093 11 31.     (W)     SCALED    
 NK0196* NAVD 88     -       341.491  (meters)    1120.38   (feet)  ADJUSTED  
 NK0196  ___________________________________________________________________
 NK0196  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 NK0196  DYNAMIC HT  -         341.421 (meters)    1120.15  (feet)  COMP
 NK0196  MODELED GRAV-     980,403.1   (mgal)                       NAVD 88
 NK0196
 NK0196  VERT ORDER  -  FIRST     CLASS II
 NK0196
 NK0196.The horizontal coordinates were scaled from a topographic map and have
 NK0196.an estimated accuracy of +/- 6 seconds.
 NK0196
 NK0196.The orthometric height was determined by differential leveling
 NK0196.and adjusted by the National Geodetic Survey in June 1991..
 NK0196
 NK0196.The geoid height was determined by GEOID03.
 NK0196
 NK0196.The dynamic height is computed by dividing the NAVD 88
 NK0196.geopotential number by the normal gravity value computed on the
 NK0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0196.degrees latitude (g = 980.6199 gals.).
 NK0196
 NK0196.The modeled gravity was interpolated from observed gravity values.
 NK0196
 NK0196;                    North         East    Units  Estimated Accuracy
 NK0196;SPC IA N     - 1,166,050.    1,525,120.      MT  (+/- 180 meters Scaled)
 NK0196
 NK0196                          SUPERSEDED SURVEY CONTROL
 NK0196
 NK0196  NGVD 29 (??/??/92)  341.511  (m)         1120.44   (f) ADJ UNCH    1 2
 NK0196
 NK0196.Superseded values are not recommended for survey control.
 NK0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0196.See file dsdata.txt to determine how the superseded data were derived.
 NK0196
 NK0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH843602(NAD 83)
 NK0196_MARKER: DD = SURVEY DISK
 NK0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0196_STAMPING: 17-250
 NK0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0196+STABILITY: SURFACE MOTION
 NK0196
 NK0196  HISTORY     - Date     Condition        Report By
 NK0196  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0196  HISTORY     - 1934     GOOD             IAGS
 NK0196
 NK0196                          STATION DESCRIPTION
 NK0196
 NK0196'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0196'NEAR ROCKWELL.
 NK0196'0.05 MILE NORTH ALONG COUNTY ROAD M FROM THE NORTH CITY LIMITS
 NK0196'AT ROCKWELL, ABOUT 0.05 MILE NORTH OF THE NORTH QUARTER CORNER
 NK0196'OF SEC. 3, T. 94 N., R. 20 W., ON THE WEST SIDE OF THE ROAD,
 NK0196'AND 37.9 FEET SOUTH OF TOLL-LINE POLE 1562.  A STATE SURVEY
 NK0196'STANDARD DISK, STAMPED 17-250 AND SET IN THE TOP OF A CONCRETE
 NK0196'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0195 ***********************************************************************
 NK0195  DESIGNATION -  17 251
 NK0195  PID         -  NK0195
 NK0195  STATE/COUNTY-  IA/CERRO GORDO
 NK0195  USGS QUAD   -  SHEFFIELD (1972)
 NK0195
 NK0195                         *CURRENT SURVEY CONTROL
 NK0195  ___________________________________________________________________
 NK0195* NAD 83(1986)-  42 59 58.     (N)    093 11 29.     (W)     SCALED    
 NK0195* NAVD 88     -       341.827  (meters)    1121.48   (feet)  ADJUSTED  
 NK0195  ___________________________________________________________________
 NK0195  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 NK0195  DYNAMIC HT  -         341.757 (meters)    1121.25  (feet)  COMP
 NK0195  MODELED GRAV-     980,403.0   (mgal)                       NAVD 88
 NK0195
 NK0195  VERT ORDER  -  FIRST     CLASS II
 NK0195
 NK0195.The horizontal coordinates were scaled from a topographic map and have
 NK0195.an estimated accuracy of +/- 6 seconds.
 NK0195
 NK0195.The orthometric height was determined by differential leveling
 NK0195.and adjusted by the National Geodetic Survey in June 1991..
 NK0195
 NK0195.The geoid height was determined by GEOID03.
 NK0195
 NK0195.The dynamic height is computed by dividing the NAVD 88
 NK0195.geopotential number by the normal gravity value computed on the
 NK0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0195.degrees latitude (g = 980.6199 gals.).
 NK0195
 NK0195.The modeled gravity was interpolated from observed gravity values.
 NK0195
 NK0195;                    North         East    Units  Estimated Accuracy
 NK0195;SPC IA N     - 1,166,600.    1,525,160.      MT  (+/- 180 meters Scaled)
 NK0195
 NK0195                          SUPERSEDED SURVEY CONTROL
 NK0195
 NK0195  NGVD 29 (??/??/92)  341.847  (m)         1121.54   (f) ADJ UNCH    1 2
 NK0195
 NK0195.Superseded values are not recommended for survey control.
 NK0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0195.See file dsdata.txt to determine how the superseded data were derived.
 NK0195
 NK0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH844607(NAD 83)
 NK0195_MARKER: DD = SURVEY DISK
 NK0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0195_STAMPING: 17-251
 NK0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0195+STABILITY: SURFACE MOTION
 NK0195
 NK0195  HISTORY     - Date     Condition        Report By
 NK0195  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0195  HISTORY     - 1934     GOOD             IAGS
 NK0195
 NK0195                          STATION DESCRIPTION
 NK0195
 NK0195'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0195'0.5 MI N FROM ROCKWELL.
 NK0195'ABOUT 1/2 MILE NORTH ALONG COUNTY ROAD M FROM THE NORTH CITY
 NK0195'LIMITS AT ROCKWELL, IN SEC. 34, T. 95 N., R. 20 W., MIDWAY
 NK0195'BETWEEN TWO STEEL TRUSS BRIDGES, ON THE EAST SIDE OF THE ROAD,
 NK0195'10.8 FEET NORTH OF A FENCE POST, AND 7.5 FEET SOUTH OF ANOTHER
 NK0195'FENCE POST.  A STATE SURVEY STANDARD DISK, STAMPED 17-251
 NK0195'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0581 ***********************************************************************
 OO0581  DESIGNATION -  17 3
 OO0581  PID         -  OO0581
 OO0581  STATE/COUNTY-  IA/CERRO GORDO
 OO0581  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0581
 OO0581                         *CURRENT SURVEY CONTROL
 OO0581  ___________________________________________________________________
 OO0581* NAD 83(1986)-  43 07 48.     (N)    093 28 32.     (W)     SCALED    
 OO0581* NAVD 88     -       386.711  (meters)    1268.73   (feet)  ADJUSTED  
 OO0581  ___________________________________________________________________
 OO0581  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 OO0581  DYNAMIC HT  -         386.610 (meters)    1268.40  (feet)  COMP
 OO0581  MODELED GRAV-     980,346.0   (mgal)                       NAVD 88
 OO0581
 OO0581  VERT ORDER  -  FIRST     CLASS II
 OO0581
 OO0581.The horizontal coordinates were scaled from a topographic map and have
 OO0581.an estimated accuracy of +/- 6 seconds.
 OO0581
 OO0581.The orthometric height was determined by differential leveling
 OO0581.and adjusted by the National Geodetic Survey in June 1991..
 OO0581
 OO0581.The geoid height was determined by GEOID03.
 OO0581
 OO0581.The dynamic height is computed by dividing the NAVD 88
 OO0581.geopotential number by the normal gravity value computed on the
 OO0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0581.degrees latitude (g = 980.6199 gals.).
 OO0581
 OO0581.The modeled gravity was interpolated from observed gravity values.
 OO0581
 OO0581;                    North         East    Units  Estimated Accuracy
 OO0581;SPC IA N     - 1,181,060.    1,501,990.      MT  (+/- 180 meters Scaled)
 OO0581
 OO0581                          SUPERSEDED SURVEY CONTROL
 OO0581
 OO0581  NGVD 29 (??/??/92)  386.694  (m)         1268.68   (f) ADJ UNCH    1 2
 OO0581
 OO0581.Superseded values are not recommended for survey control.
 OO0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0581.See file dsdata.txt to determine how the superseded data were derived.
 OO0581
 OO0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH613753(NAD 83)
 OO0581_MARKER: DD = SURVEY DISK
 OO0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0581_STAMPING: 17-3
 OO0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0581+STABILITY: SURFACE MOTION
 OO0581
 OO0581  HISTORY     - Date     Condition        Report By
 OO0581  HISTORY     - UNK      MONUMENTED       IAGS
 OO0581  HISTORY     - 1934     GOOD             NGS
 OO0581  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0581
 OO0581                          STATION DESCRIPTION
 OO0581
 OO0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0581'IN VENTURA.
 OO0581'AT VENTURA, CERRO GORDO COUNTY, 1/8 MILE EAST ALONG U.S. HIGHWAY 18
 OO0581'FROM THE COUNTY-ROAD CROSSING, AT THE SOUTH SIDE OF SEC. 17, T. 96 N.,
 OO0581'R. 22 W., 55.7 FEET EAST OF PAVEMENT STATION 60, AND 47.0 FEET WEST OF
 OO0581'STATION 61.  A STATE SURVEY STANDARD DISK, STAMPED 17-3 AND SET IN THE
 OO0581'TOP OF A CONCRETE POST.
 OO0581
 OO0581                          STATION RECOVERY (1972)
 OO0581
 OO0581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0582 ***********************************************************************
 OO0582  DESIGNATION -  17 4
 OO0582  PID         -  OO0582
 OO0582  STATE/COUNTY-  IA/CERRO GORDO
 OO0582  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0582
 OO0582                         *CURRENT SURVEY CONTROL
 OO0582  ___________________________________________________________________
 OO0582* NAD 83(1986)-  43 07 55.     (N)    093 27 36.     (W)     SCALED    
 OO0582* NAVD 88     -       378.214  (meters)    1240.86   (feet)  ADJUSTED  
 OO0582  ___________________________________________________________________
 OO0582  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 OO0582  DYNAMIC HT  -         378.118 (meters)    1240.54  (feet)  COMP
 OO0582  MODELED GRAV-     980,353.2   (mgal)                       NAVD 88
 OO0582
 OO0582  VERT ORDER  -  FIRST     CLASS II
 OO0582
 OO0582.The horizontal coordinates were scaled from a topographic map and have
 OO0582.an estimated accuracy of +/- 6 seconds.
 OO0582
 OO0582.The orthometric height was determined by differential leveling
 OO0582.and adjusted by the National Geodetic Survey in June 1991..
 OO0582
 OO0582.The geoid height was determined by GEOID03.
 OO0582
 OO0582.The dynamic height is computed by dividing the NAVD 88
 OO0582.geopotential number by the normal gravity value computed on the
 OO0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0582.degrees latitude (g = 980.6199 gals.).
 OO0582
 OO0582.The modeled gravity was interpolated from observed gravity values.
 OO0582
 OO0582;                    North         East    Units  Estimated Accuracy
 OO0582;SPC IA N     - 1,181,280.    1,503,260.      MT  (+/- 180 meters Scaled)
 OO0582
 OO0582                          SUPERSEDED SURVEY CONTROL
 OO0582
 OO0582  NGVD 29 (??/??/92)  378.201  (m)         1240.81   (f) ADJ UNCH    1 2
 OO0582
 OO0582.Superseded values are not recommended for survey control.
 OO0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0582.See file dsdata.txt to determine how the superseded data were derived.
 OO0582
 OO0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH625755(NAD 83)
 OO0582_MARKER: DD = SURVEY DISK
 OO0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0582_STAMPING: 17-4
 OO0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0582+STABILITY: SURFACE MOTION
 OO0582
 OO0582  HISTORY     - Date     Condition        Report By
 OO0582  HISTORY     - UNK      MONUMENTED       IAGS
 OO0582  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0582
 OO0582                          STATION DESCRIPTION
 OO0582
 OO0582'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY UNK
 OO0582'0.9 MI E FROM VENTURA.
 OO0582'0.9 MILE EAST ALONG U.S. HIGHWAY 18 FROM THE COUNTY-ROAD CROSSING AT
 OO0582'VENTURA, CERRO GORDO COUNTY, AT THE SOUTH SIDE OF SEC. 17, T. 96 N.,
 OO0582'R. 22 W., 98.6 FEET WEST OF PAVEMENT STATION 98, AND 8.1 FEET NORTH OF
 OO0582'STATION 97.  A STATE SURVEY STANDARD DISK, STAMPED 17-4 AND SET IN THE
 OO0582'TOP OF A CONCRETE POST.
 OO0582
 OO0582                          STATION RECOVERY (1972)
 OO0582
 OO0582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0583 ***********************************************************************
 OO0583  DESIGNATION -  17 5
 OO0583  PID         -  OO0583
 OO0583  STATE/COUNTY-  IA/CERRO GORDO
 OO0583  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0583
 OO0583                         *CURRENT SURVEY CONTROL
 OO0583  ___________________________________________________________________
 OO0583* NAD 83(1986)-  43 08 01.     (N)    093 27 07.     (W)     SCALED    
 OO0583* NAVD 88     -       385.607  (meters)    1265.11   (feet)  ADJUSTED  
 OO0583  ___________________________________________________________________
 OO0583  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 OO0583  DYNAMIC HT  -         385.510 (meters)    1264.79  (feet)  COMP
 OO0583  MODELED GRAV-     980,356.8   (mgal)                       NAVD 88
 OO0583
 OO0583  VERT ORDER  -  FIRST     CLASS II
 OO0583
 OO0583.The horizontal coordinates were scaled from a topographic map and have
 OO0583.an estimated accuracy of +/- 6 seconds.
 OO0583
 OO0583.The orthometric height was determined by differential leveling
 OO0583.and adjusted by the National Geodetic Survey in June 1991..
 OO0583
 OO0583.The geoid height was determined by GEOID03.
 OO0583
 OO0583.The dynamic height is computed by dividing the NAVD 88
 OO0583.geopotential number by the normal gravity value computed on the
 OO0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0583.degrees latitude (g = 980.6199 gals.).
 OO0583
 OO0583.The modeled gravity was interpolated from observed gravity values.
 OO0583
 OO0583;                    North         East    Units  Estimated Accuracy
 OO0583;SPC IA N     - 1,181,460.    1,503,910.      MT  (+/- 180 meters Scaled)
 OO0583
 OO0583                          SUPERSEDED SURVEY CONTROL
 OO0583
 OO0583  NGVD 29 (??/??/92)  385.594  (m)         1265.07   (f) ADJ UNCH    1 2
 OO0583
 OO0583.Superseded values are not recommended for survey control.
 OO0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0583.See file dsdata.txt to determine how the superseded data were derived.
 OO0583
 OO0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH632757(NAD 83)
 OO0583_MARKER: DD = SURVEY DISK
 OO0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0583_STAMPING: 17-5
 OO0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0583+STABILITY: SURFACE MOTION
 OO0583
 OO0583  HISTORY     - Date     Condition        Report By
 OO0583  HISTORY     - UNK      MONUMENTED       IAGS
 OO0583  HISTORY     - 1934     GOOD             NGS
 OO0583  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0583
 OO0583                          STATION DESCRIPTION
 OO0583
 OO0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0583'1.3 MI E FROM VENTURA.
 OO0583'1.3 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE COUNTY-ROAD CROSSING AT
 OO0583'VENTURA, CERRO GORDO COUNTY, AT THE SOUTH SIDE OF SEC. 16, T. 96 N.,
 OO0583'R. 22 W., 60.3 FEET EAST OF PAVEMENT STATION 124, AND 44.3 FEET WEST
 OO0583'OF STATION 125.  A STATE SURVEY STANDARD DISK, STAMPED 17-5 AND SET IN
 OO0583'THE TOP OF A CONCRETE POST.
 OO0583
 OO0583                          STATION RECOVERY (1972)
 OO0583
 OO0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0584 ***********************************************************************
 OO0584  DESIGNATION -  17 6
 OO0584  PID         -  OO0584
 OO0584  STATE/COUNTY-  IA/CERRO GORDO
 OO0584  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0584
 OO0584                         *CURRENT SURVEY CONTROL
 OO0584  ___________________________________________________________________
 OO0584* NAD 83(1986)-  43 07 59.     (N)    093 26 18.     (W)     SCALED    
 OO0584* NAVD 88     -       377.962  (meters)    1240.03   (feet)  ADJUSTED  
 OO0584  ___________________________________________________________________
 OO0584  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 OO0584  DYNAMIC HT  -         377.869 (meters)    1239.73  (feet)  COMP
 OO0584  MODELED GRAV-     980,363.6   (mgal)                       NAVD 88
 OO0584
 OO0584  VERT ORDER  -  FIRST     CLASS II
 OO0584
 OO0584.The horizontal coordinates were scaled from a topographic map and have
 OO0584.an estimated accuracy of +/- 6 seconds.
 OO0584
 OO0584.The orthometric height was determined by differential leveling
 OO0584.and adjusted by the National Geodetic Survey in June 1991..
 OO0584
 OO0584.The geoid height was determined by GEOID03.
 OO0584
 OO0584.The dynamic height is computed by dividing the NAVD 88
 OO0584.geopotential number by the normal gravity value computed on the
 OO0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0584.degrees latitude (g = 980.6199 gals.).
 OO0584
 OO0584.The modeled gravity was interpolated from observed gravity values.
 OO0584
 OO0584;                    North         East    Units  Estimated Accuracy
 OO0584;SPC IA N     - 1,181,400.    1,505,020.      MT  (+/- 180 meters Scaled)
 OO0584
 OO0584                          SUPERSEDED SURVEY CONTROL
 OO0584
 OO0584  NGVD 29 (??/??/92)  377.952  (m)         1240.00   (f) ADJ UNCH    1 2
 OO0584
 OO0584.Superseded values are not recommended for survey control.
 OO0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0584.See file dsdata.txt to determine how the superseded data were derived.
 OO0584
 OO0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH643756(NAD 83)
 OO0584_MARKER: DD = SURVEY DISK
 OO0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0584_STAMPING: 17-6
 OO0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0584+STABILITY: SURFACE MOTION
 OO0584
 OO0584  HISTORY     - Date     Condition        Report By
 OO0584  HISTORY     - UNK      MONUMENTED       IAGS
 OO0584  HISTORY     - 1934     GOOD             NGS
 OO0584  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0584
 OO0584                          STATION DESCRIPTION
 OO0584
 OO0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0584'3.2 MI W FROM CLEAR LAKE.
 OO0584'3.2 MILES WEST ALONG U.S. HIGHWAY 18 FROM CLEAR LAKE, CERRO GORDO
 OO0584'COUNTY, NEAR THE WEST BOUNDARY OF SEC. 15, T. 96 N., R. 22 W., 104
 OO0584'FEET EAST OF PAVEMENT STATION 170, AND 24.3 FEET NORTH OF STATION 171.
 OO0584'A STATE SURVEY STANDARD DISK, STAMPED 17-6 AND SET IN THE TOP OF A
 OO0584'CONCRETE POST.
 OO0584
 OO0584                          STATION RECOVERY (1972)
 OO0584
 OO0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0585 ***********************************************************************
 OO0585  DESIGNATION -  17 7
 OO0585  PID         -  OO0585
 OO0585  STATE/COUNTY-  IA/CERRO GORDO
 OO0585  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0585
 OO0585                         *CURRENT SURVEY CONTROL
 OO0585  ___________________________________________________________________
 OO0585* NAD 83(1986)-  43 08 01.     (N)    093 26 00.     (W)     SCALED    
 OO0585* NAVD 88     -       378.762  (meters)    1242.65   (feet)  ADJUSTED  
 OO0585  ___________________________________________________________________
 OO0585  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 OO0585  DYNAMIC HT  -         378.671 (meters)    1242.36  (feet)  COMP
 OO0585  MODELED GRAV-     980,365.8   (mgal)                       NAVD 88
 OO0585
 OO0585  VERT ORDER  -  FIRST     CLASS II
 OO0585
 OO0585.The horizontal coordinates were scaled from a topographic map and have
 OO0585.an estimated accuracy of +/- 6 seconds.
 OO0585
 OO0585.The orthometric height was determined by differential leveling
 OO0585.and adjusted by the National Geodetic Survey in June 1991..
 OO0585
 OO0585.The geoid height was determined by GEOID03.
 OO0585
 OO0585.The dynamic height is computed by dividing the NAVD 88
 OO0585.geopotential number by the normal gravity value computed on the
 OO0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0585.degrees latitude (g = 980.6199 gals.).
 OO0585
 OO0585.The modeled gravity was interpolated from observed gravity values.
 OO0585
 OO0585;                    North         East    Units  Estimated Accuracy
 OO0585;SPC IA N     - 1,181,460.    1,505,420.      MT  (+/- 180 meters Scaled)
 OO0585
 OO0585                          SUPERSEDED SURVEY CONTROL
 OO0585
 OO0585  NGVD 29 (??/??/92)  378.754  (m)         1242.63   (f) ADJ UNCH    1 2
 OO0585
 OO0585.Superseded values are not recommended for survey control.
 OO0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0585.See file dsdata.txt to determine how the superseded data were derived.
 OO0585
 OO0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH647757(NAD 83)
 OO0585_MARKER: DD = SURVEY DISK
 OO0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0585_STAMPING: 17-7
 OO0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0585+STABILITY: SURFACE MOTION
 OO0585
 OO0585  HISTORY     - Date     Condition        Report By
 OO0585  HISTORY     - UNK      MONUMENTED       IAGS
 OO0585  HISTORY     - 1934     GOOD             MNDT
 OO0585  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0585
 OO0585                          STATION DESCRIPTION
 OO0585
 OO0585'DESCRIBED BY MN DEPT OF TRANSP 1934
 OO0585'2.8 MI W FROM CLEAR LAKE.
 OO0585'2.8 MILES WEST ALONG U.S. HIGHWAY 18 FROM CLEAR LAKE, CERRO GORDO
 OO0585'COUNTY, IN SEC. 15, T. 96 N., R. 22 W., 190 FEET EAST OF PAVEMENT
 OO0585'STATION 185, AND 32.4 FEET SOUTHWEST OF STATION 187.  A STATE SURVEY
 OO0585'STANDARD DISK, STAMPED 17-7 AND SET IN THE TOP OF A CONCRETE POST.
 OO0585
 OO0585                          STATION RECOVERY (1972)
 OO0585
 OO0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0586 ***********************************************************************
 OO0586  DESIGNATION -  17 8
 OO0586  PID         -  OO0586
 OO0586  STATE/COUNTY-  IA/CERRO GORDO
 OO0586  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0586
 OO0586                         *CURRENT SURVEY CONTROL
 OO0586  ___________________________________________________________________
 OO0586* NAD 83(1986)-  43 08 10.     (N)    093 25 24.     (W)     SCALED    
 OO0586* NAVD 88     -       379.087  (meters)    1243.72   (feet)  ADJUSTED  
 OO0586  ___________________________________________________________________
 OO0586  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 OO0586  DYNAMIC HT  -         378.997 (meters)    1243.43  (feet)  COMP
 OO0586  MODELED GRAV-     980,369.9   (mgal)                       NAVD 88
 OO0586
 OO0586  VERT ORDER  -  FIRST     CLASS II
 OO0586
 OO0586.The horizontal coordinates were scaled from a topographic map and have
 OO0586.an estimated accuracy of +/- 6 seconds.
 OO0586
 OO0586.The orthometric height was determined by differential leveling
 OO0586.and adjusted by the National Geodetic Survey in June 1991..
 OO0586
 OO0586.The geoid height was determined by GEOID03.
 OO0586
 OO0586.The dynamic height is computed by dividing the NAVD 88
 OO0586.geopotential number by the normal gravity value computed on the
 OO0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0586.degrees latitude (g = 980.6199 gals.).
 OO0586
 OO0586.The modeled gravity was interpolated from observed gravity values.
 OO0586
 OO0586;                    North         East    Units  Estimated Accuracy
 OO0586;SPC IA N     - 1,181,740.    1,506,240.      MT  (+/- 180 meters Scaled)
 OO0586
 OO0586                          SUPERSEDED SURVEY CONTROL
 OO0586
 OO0586  NGVD 29 (??/??/92)  379.080  (m)         1243.70   (f) ADJ UNCH    1 2
 OO0586
 OO0586.Superseded values are not recommended for survey control.
 OO0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0586.See file dsdata.txt to determine how the superseded data were derived.
 OO0586
 OO0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH655760(NAD 83)
 OO0586_MARKER: DD = SURVEY DISK
 OO0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0586_STAMPING: 17-8
 OO0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0586+STABILITY: SURFACE MOTION
 OO0586
 OO0586  HISTORY     - Date     Condition        Report By
 OO0586  HISTORY     - UNK      MONUMENTED       IAGS
 OO0586  HISTORY     - 1934     GOOD             NGS
 OO0586  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0586
 OO0586                          STATION DESCRIPTION
 OO0586
 OO0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0586'2.3 MI W FROM CLEAR LAKE.
 OO0586'2.3 MILES WEST ALONG U.S. HIGHWAY 18 FROM CLEAR LAKE, CERRO GORDO
 OO0586'COUNTY, IN SEC. 15, T. 96 N., R. 22 W., 55.8 FEET WEST OF PAVEMENT
 OO0586'STATION 214, AND 46.1 FEET EAST OF STATION 213.  A STATE SURVEY
 OO0586'STANDARD DISK, STAMPED 17-8 AND SET IN THE TOP OF A CONCRETE POST.
 OO0586
 OO0586                          STATION RECOVERY (1972)
 OO0586
 OO0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0587 ***********************************************************************
 OO0587  DESIGNATION -  17 9
 OO0587  PID         -  OO0587
 OO0587  STATE/COUNTY-  IA/CERRO GORDO
 OO0587  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO0587
 OO0587                         *CURRENT SURVEY CONTROL
 OO0587  ___________________________________________________________________
 OO0587* NAD 83(1986)-  43 08 09.     (N)    093 25 10.     (W)     SCALED    
 OO0587* NAVD 88     -       381.711  (meters)    1252.33   (feet)  ADJUSTED  
 OO0587  ___________________________________________________________________
 OO0587  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 OO0587  DYNAMIC HT  -         381.621 (meters)    1252.03  (feet)  COMP
 OO0587  MODELED GRAV-     980,371.8   (mgal)                       NAVD 88
 OO0587
 OO0587  VERT ORDER  -  FIRST     CLASS II
 OO0587
 OO0587.The horizontal coordinates were scaled from a topographic map and have
 OO0587.an estimated accuracy of +/- 6 seconds.
 OO0587
 OO0587.The orthometric height was determined by differential leveling
 OO0587.and adjusted by the National Geodetic Survey in June 1991..
 OO0587
 OO0587.The geoid height was determined by GEOID03.
 OO0587
 OO0587.The dynamic height is computed by dividing the NAVD 88
 OO0587.geopotential number by the normal gravity value computed on the
 OO0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0587.degrees latitude (g = 980.6199 gals.).
 OO0587
 OO0587.The modeled gravity was interpolated from observed gravity values.
 OO0587
 OO0587;                    North         East    Units  Estimated Accuracy
 OO0587;SPC IA N     - 1,181,710.    1,506,550.      MT  (+/- 180 meters Scaled)
 OO0587
 OO0587                          SUPERSEDED SURVEY CONTROL
 OO0587
 OO0587  NGVD 29 (??/??/92)  381.704  (m)         1252.31   (f) ADJ UNCH    1 2
 OO0587
 OO0587.Superseded values are not recommended for survey control.
 OO0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0587.See file dsdata.txt to determine how the superseded data were derived.
 OO0587
 OO0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH658759(NAD 83)
 OO0587_MARKER: DD = SURVEY DISK
 OO0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0587_STAMPING: 17-9
 OO0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0587+STABILITY: SURFACE MOTION
 OO0587
 OO0587  HISTORY     - Date     Condition        Report By
 OO0587  HISTORY     - UNK      MONUMENTED       IAGS
 OO0587  HISTORY     - 1934     GOOD             NGS
 OO0587  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0587
 OO0587                          STATION DESCRIPTION
 OO0587
 OO0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0587'2.1 MI W FROM CLEAR LAKE.
 OO0587'2.1 MILES WEST ALONG U.S. HIGHWAY 18 FROM CLEAR LAKE, CERRO GORDO
 OO0587'COUNTY, 122 FEET WEST AND 72.1 FEET NORTH OF THE MEANDER CORNER
 OO0587'BETWEEN SECS. 14 AND 15, T. 96 N., R. 22 W.  A STATE SURVEY STANDARD
 OO0587'DISK, STAMPED 17-9 AND SET IN THE TOP OF A CONCRETE POST.
 OO0587
 OO0587                          STATION RECOVERY (1972)
 OO0587
 OO0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1155 ***********************************************************************
 MJ1155  DESIGNATION -  171
 MJ1155  PID         -  MJ1155
 MJ1155  STATE/COUNTY-  IA/SHELBY
 MJ1155  USGS QUAD   -  IRWIN (1978)
 MJ1155
 MJ1155                         *CURRENT SURVEY CONTROL
 MJ1155  ___________________________________________________________________
 MJ1155* NAD 83(1996)-  41 45 53.54147(N)    095 12 17.65923(W)     ADJUSTED  
 MJ1155* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 MJ1155  ___________________________________________________________________
 MJ1155  LAPLACE CORR-           6.71  (seconds)                    DEFLEC99
 MJ1155  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 MJ1155
 MJ1155  HORZ ORDER  -  SECOND
 MJ1155
 MJ1155.The horizontal coordinates were established by classical geodetic methods
 MJ1155.and adjusted by the National Geodetic Survey in May 1999..
 MJ1155
 MJ1155.The orthometric height was scaled from a topographic map.
 MJ1155
 MJ1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1155
 MJ1155.The geoid height was determined by GEOID03.
 MJ1155
 MJ1155;                    North         East     Units Scale Factor Converg.
 MJ1155;SPC IA S     -   197,381.933   358,238.028   MT  0.99999677   -1 07 22.9
 MJ1155;SPC IA N     - 1,030,851.171 1,358,228.399   MT  1.00006845   -1 09 19.8
 MJ1155;UTM  15      - 4,626,020.427   316,719.120   MT  1.00001338   -1 28 08.5
 MJ1155
 MJ1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1155!SPC IA S     -   0.99993429  x   0.99999677  =   0.99993106
 MJ1155!SPC IA N     -   0.99993429  x   1.00006845  =   1.00000273
 MJ1155!UTM  15      -   0.99993429  x   1.00001338  =   0.99994767
 MJ1155
 MJ1155                          SUPERSEDED SURVEY CONTROL
 MJ1155
 MJ1155  NAD 83(1996)-  41 45 53.54179(N)    095 12 17.66238(W) AD(       ) 2
 MJ1155  NAD 83(1986)-  41 45 53.54187(N)    095 12 17.66309(W) AD(       ) 2
 MJ1155  NAD 27      -  41 45 53.59000(N)    095 12 16.68000(W) AD(       ) 2
 MJ1155
 MJ1155.Superseded values are not recommended for survey control.
 MJ1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1155.See file dsdata.txt to determine how the superseded data were derived.
 MJ1155
 MJ1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1671926020(NAD 83)
 MJ1155_MARKER: Z = SEE DESCRIPTION
 MJ1155_SETTING: 0 = UNSPECIFIED SETTING
 MJ1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ1155
 MJ1155  HISTORY     - Date     Condition        Report By
 MJ1155  HISTORY     - 1950     MONUMENTED       IOWAGS
 MJ1155
 MJ1155                          STATION DESCRIPTION
 MJ1155
 MJ1155'DESCRIBED BY IOWA GEODETIC SURVEY 1950 (JCT)
 MJ1155'STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF HARLAN AND 2 MILES
 MJ1155'SOUTH OF IRWIN ON A HIGH HILL IN A CULTIVATED FIELD.  A TRAVERSE
 MJ1155'CONNECTION WAS MADE FROM TRIANGULATION STATION IRWIN 1930 AND
 MJ1155'THE DISTANCE IS 409.525 METERS (1343.58 FEET) NORTH.  THE MARK
 MJ1155'WAS IMMEDIATELY DESTROYED UPON REQUEST ON THE LAND OWNER.
 MJ1155'
 MJ1155'TO REACH FROM THE WEST END OF THE RAILROAD DEPOT IN IRWIN GO
 MJ1155'SOUTH ACROSS RAILROAD TRACKS AND THEN BEAR RIGHT FOR 0.1 MILE
 MJ1155'TO A T INTERSECTION.  TURN LEFT AND FOLLOW COUNTY ROUTE M SOUTH
 MJ1155'FOR 2.1 MILES TO CROSSROADS.  TURN LEFT AND GO EAST FOR 0.25
 MJ1155'MILE TO WIRE GATE ON LEFT.  FOLLOW NORTH-SOUTH FENCE FOR ABOUT
 MJ1155'1/4 MILE TO STATION ON TOP OF HILL ON EAST SIDE OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0608 ***********************************************************************
 NL0608  DESIGNATION -  175
 NL0608  PID         -  NL0608
 NL0608  STATE/COUNTY-  IA/CRAWFORD
 NL0608  USGS QUAD   -  BOYER (1980)
 NL0608
 NL0608                         *CURRENT SURVEY CONTROL
 NL0608  ___________________________________________________________________
 NL0608* NAD 83(1996)-  42 10 54.96922(N)    095 08 36.85689(W)     ADJUSTED  
 NL0608* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 NL0608  ___________________________________________________________________
 NL0608  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 NL0608  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 NL0608
 NL0608  HORZ ORDER  -  SECOND
 NL0608
 NL0608.The horizontal coordinates were established by classical geodetic methods
 NL0608.and adjusted by the National Geodetic Survey in May 1999..
 NL0608
 NL0608.The orthometric height was scaled from a topographic map.
 NL0608
 NL0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0608
 NL0608.The geoid height was determined by GEOID03.
 NL0608
 NL0608;                    North         East     Units Scale Factor Converg.
 NL0608;SPC IA N     - 1,077,066.725 1,364,228.561   MT  0.99998107   -1 06 50.1
 NL0608;UTM  15      - 4,672,200.808   322,976.972   MT  0.99998560   -1 26 23.1
 NL0608
 NL0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0608!SPC IA N     -   0.99993397  x   0.99998107  =   0.99991504
 NL0608!UTM  15      -   0.99993397  x   0.99998560  =   0.99991957
 NL0608
 NL0608                          SUPERSEDED SURVEY CONTROL
 NL0608
 NL0608  NAD 83(1986)-  42 10 54.96779(N)    095 08 36.86001(W) AD(       ) 2
 NL0608  NAD 27      -  42 10 55.01800(N)    095 08 35.88400(W) AD(       ) 2
 NL0608
 NL0608.Superseded values are not recommended for survey control.
 NL0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0608.See file dsdata.txt to determine how the superseded data were derived.
 NL0608
 NL0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG2297772201(NAD 83)
 NL0608_MARKER: DD = SURVEY DISK
 NL0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0608_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0608+STABILITY: SURFACE MOTION
 NL0608
 NL0608  HISTORY     - Date     Condition        Report By
 NL0608  HISTORY     - 1950     MONUMENTED       IOWAGS
 NL0608
 NL0608                          STATION DESCRIPTION
 NL0608
 NL0608'DESCRIBED BY IOWA GEODETIC SURVEY 1950 (JCT)
 NL0608'THE STATION IS LOCATED ABOUT 9 MILES WEST OF THE SMALL TOWN
 NL0608'OF BREDA, 7 MILES SOUTHWEST OF THE TOWN OF WALL LAKE, ALONG
 NL0608'THE NORTH SIDE OF COUNTY ROUTE G.  IT IS 36 FEET NORTH OF THE
 NL0608'CENTERLINE OF THE ROAD AND 2 FEET NORTH OF THE RIGHT-OF-WAY
 NL0608'FENCE.  THE MARK IS A USC AND GS AND STATE SURVEY DISK SET IN
 NL0608'A 6 X 6 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES AND
 NL0608'THE DISK IS STAMPED 175 24.
 NL0608'
 NL0608'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DOWNEY
 NL0608'TO NO. 175.  IT IS 11.107 METERS OR 36.44 FEET WEST OF THE
 NL0608'STATION.
 NL0608'
 NL0608'TO REACH FROM THE RAILROAD STATION IN WALL LAKE, GO SOUTH ON
 NL0608'COUNTY ROUTE A 6.2 MILES TO CROSSROADS, TURN RIGHT (WEST) ON
 NL0608'COUNTY ROUTE G 2.75 MILES TO A WIRE GATE ON THE RIGHT AND
 NL0608'THE STATION ABOUT 145 FEET WEST OF THE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0554 ***********************************************************************
 MG0554  DESIGNATION -  18
 MG0554  PID         -  MG0554
 MG0554  STATE/COUNTY-  IA/JOHNSON
 MG0554  USGS QUAD   -  SWISHER (1994)
 MG0554
 MG0554                         *CURRENT SURVEY CONTROL
 MG0554  ___________________________________________________________________
 MG0554* NAD 83(1986)-  41 47 32.     (N)    091 38 23.     (W)     SCALED    
 MG0554* NAVD 88     -       212.768  (meters)     698.06   (feet)  ADJUSTED  
 MG0554  ___________________________________________________________________
 MG0554  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 MG0554  DYNAMIC HT  -         212.686 (meters)     697.79  (feet)  COMP
 MG0554  MODELED GRAV-     980,234.2   (mgal)                       NAVD 88
 MG0554
 MG0554  VERT ORDER  -  FIRST     CLASS II
 MG0554
 MG0554.The horizontal coordinates were scaled from a topographic map and have
 MG0554.an estimated accuracy of +/- 6 seconds.
 MG0554
 MG0554.The orthometric height was determined by differential leveling
 MG0554.and adjusted by the National Geodetic Survey in June 1991..
 MG0554
 MG0554.The geoid height was determined by GEOID03.
 MG0554
 MG0554.The dynamic height is computed by dividing the NAVD 88
 MG0554.geopotential number by the normal gravity value computed on the
 MG0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0554.degrees latitude (g = 980.6199 gals.).
 MG0554
 MG0554.The modeled gravity was interpolated from observed gravity values.
 MG0554
 MG0554;                    North         East    Units  Estimated Accuracy
 MG0554;SPC IA S     -   200,680.      654,610.      MT  (+/- 180 meters Scaled)
 MG0554
 MG0554                          SUPERSEDED SURVEY CONTROL
 MG0554
 MG0554  NGVD 29 (??/??/92)  212.79   (m)          698.1    (f) COMPUTED    1 2
 MG0554
 MG0554.Superseded values are not recommended for survey control.
 MG0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0554.See file dsdata.txt to determine how the superseded data were derived.
 MG0554
 MG0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG130276(NAD 83)
 MG0554_MARKER: B = BOLT
 MG0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0554_SP_SET: CULVERT
 MG0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0554
 MG0554  HISTORY     - Date     Condition        Report By
 MG0554  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0554  HISTORY     - 1935     GOOD             IAGS
 MG0554  HISTORY     - 1966     MARK NOT FOUND   USGS
 MG0554  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0554
 MG0554                          STATION DESCRIPTION
 MG0554
 MG0554'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0554'4 MI NW FROM NORTH LIBERTY.
 MG0554'4.0 MILES NORTHWEST ALONG U.S. HIGHWAY 218 FROM THE INTERSECTION
 MG0554'OF MAIN STREET AT NORTH LIBERTY, JOHNSON COUNTY, IN THE SOUTHEAST
 MG0554'QUARTER OF SEC. 27, T.81 N., R.7 W., AT PAVEMENT STATION 550+36, AT
 MG0554'A 24-INCH TILE CULVERT, IN THE TOP OF THE EAST HEAD WALL, AND 17
 MG0554'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A BOLT.
 MG0554
 MG0554                          STATION RECOVERY (1966)
 MG0554
 MG0554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MG0554'MARK NOT FOUND.
 MG0554
 MG0554                          STATION RECOVERY (1998)
 MG0554
 MG0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0554'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0294 ***********************************************************************
 MJ0294  DESIGNATION -  183
 MJ0294  PID         -  MJ0294
 MJ0294  STATE/COUNTY-  IA/SHELBY
 MJ0294  USGS QUAD   -  IRWIN (1978)
 MJ0294
 MJ0294                         *CURRENT SURVEY CONTROL
 MJ0294  ___________________________________________________________________
 MJ0294* NAD 83(1986)-  41 50 58.     (N)    095 12 30.     (W)     SCALED    
 MJ0294* NAVD 88     -       436.689  (meters)    1432.70   (feet)  ADJUSTED  
 MJ0294  ___________________________________________________________________
 MJ0294  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 MJ0294  DYNAMIC HT  -         436.484 (meters)    1432.03  (feet)  COMP
 MJ0294  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 MJ0294
 MJ0294  VERT ORDER  -  SECOND    CLASS 0
 MJ0294
 MJ0294.The horizontal coordinates were scaled from a topographic map and have
 MJ0294.an estimated accuracy of +/- 6 seconds.
 MJ0294
 MJ0294.The orthometric height was determined by differential leveling
 MJ0294.and adjusted by the National Geodetic Survey in June 1991..
 MJ0294
 MJ0294.The geoid height was determined by GEOID03.
 MJ0294
 MJ0294.The dynamic height is computed by dividing the NAVD 88
 MJ0294.geopotential number by the normal gravity value computed on the
 MJ0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0294.degrees latitude (g = 980.6199 gals.).
 MJ0294
 MJ0294.The modeled gravity was interpolated from observed gravity values.
 MJ0294
 MJ0294;                    North         East    Units  Estimated Accuracy
 MJ0294;SPC IA S     -   206,780.      358,140.      MT  (+/- 180 meters Scaled)
 MJ0294
 MJ0294                          SUPERSEDED SURVEY CONTROL
 MJ0294
 MJ0294  NGVD 29 (??/??/92)  436.551  (m)         1432.25   (f) ADJ UNCH    2 0
 MJ0294
 MJ0294.Superseded values are not recommended for survey control.
 MJ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0294.See file dsdata.txt to determine how the superseded data were derived.
 MJ0294
 MJ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG166354(NAD 83)
 MJ0294_MARKER: DD = SURVEY DISK
 MJ0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0294_STAMPING: 183
 MJ0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0294+STABILITY: SURFACE MOTION
 MJ0294
 MJ0294  HISTORY     - Date     Condition        Report By
 MJ0294  HISTORY     - UNK      MONUMENTED       IOWAGS
 MJ0294  HISTORY     - 1949     GOOD             NGS
 MJ0294  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0294
 MJ0294                          STATION DESCRIPTION
 MJ0294
 MJ0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0294'4 MI N FROM IRWIN.
 MJ0294'4.0 MILES NORTH ALONG COUNTY ROAD M FROM THE JUNCTION OF COUNTY
 MJ0294'ROAD M WITH STATE HIGHWAY 268 AT IRWIN, IN THE SOUTHEAST QUARTER
 MJ0294'OF A JUNCTION OF THE ROADS WHERE COUNTY ROAD M LEADS SOUTH AND
 MJ0294'EAST AND COUNTY ROAD B LEADS NORTH, 211.0 FEET SOUTH OF THE
 MJ0294'CENTER LINE OF THE EAST TANGENT OF COUNTY ROAD M, 48.0 FEET
 MJ0294'EAST OF THE CENTER LINE OF THE SOUTH TANGENT OF COUNTY ROAD M,
 MJ0294'91.0 FEET SOUTH OF THE FIRST TELEPHONE POLE SOUTH OF THE
 MJ0294'JUNCTION, 28.0 FEET NORTH OF THE SECOND TELEPHONE POLE SOUTH OF
 MJ0294'THE JUNCTION, 1.8 FEET WEST OF A FENCE, 1.5 FEET NORTH OF A
 MJ0294'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 MJ0294'FLUSH WITH THE SURFACE OF THE GROUND.
 MJ0294
 MJ0294                          STATION RECOVERY (1975)
 MJ0294
 MJ0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0257 ***********************************************************************
 MJ0257  DESIGNATION -  187 RESET
 MJ0257  PID         -  MJ0257
 MJ0257  STATE/COUNTY-  IA/SHELBY
 MJ0257  USGS QUAD   -  CORLEY (1978)
 MJ0257
 MJ0257                         *CURRENT SURVEY CONTROL
 MJ0257  ___________________________________________________________________
 MJ0257* NAD 83(1986)-  41 36 01.     (N)    095 20 05.     (W)     SCALED    
 MJ0257* NAVD 88     -       367.42   (+/-2cm)    1205.4    (feet)  VERTCON   
 MJ0257  ___________________________________________________________________
 MJ0257  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 MJ0257
 MJ0257  VERT ORDER  -  THIRD (See Below)
 MJ0257
 MJ0257.The horizontal coordinates were scaled from a topographic map and have
 MJ0257.an estimated accuracy of +/- 6 seconds.
 MJ0257
 MJ0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ0257.The vertical order pertains to the NGVD 29 superseded value.
 MJ0257
 MJ0257.The geoid height was determined by GEOID03.
 MJ0257
 MJ0257;                    North         East    Units  Estimated Accuracy
 MJ0257;SPC IA S     -   179,330.      347,060.      MT  (+/- 180 meters Scaled)
 MJ0257
 MJ0257                          SUPERSEDED SURVEY CONTROL
 MJ0257
 MJ0257  NGVD 29 (??/??/??)  367.30   (m)         1205.1    (f) RESET       3  
 MJ0257
 MJ0257.Superseded values are not recommended for survey control.
 MJ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0257.See file dsdata.txt to determine how the superseded data were derived.
 MJ0257
 MJ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG054080(NAD 83)
 MJ0257_MARKER: DB = BENCH MARK DISK
 MJ0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0257_STAMPING: 187 RESET 1970
 MJ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0257+STABILITY: SURFACE MOTION
 MJ0257
 MJ0257  HISTORY     - Date     Condition        Report By
 MJ0257  HISTORY     - 1970     MONUMENTED       NGS
 MJ0257
 MJ0257                          STATION DESCRIPTION
 MJ0257
 MJ0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0257'3.4 MI S FROM HARLAN.
 MJ0257'3.4 MILES SOUTH ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF U.S.
 MJ0257'HIGHWAY 59 AND STATE HIGHWAY 44 AT HARLAN, OR 8.85 MILES NORTH
 MJ0257'ALONG U.S. HIGHWAY 59 FROM THE AVOCA WATERWORKS BUILDING AT
 MJ0257'AVOCA, 64 FEET EAST OF THE CENTER OF U.S. HIGHWAY 59, 2 FEET
 MJ0257'WEST OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 MJ0257'0.05 MILE NORTH OF A LARGE SILO, AND SET IN THE TOP OF A ROUND
 MJ0257'CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0249 ***********************************************************************
 MJ0249  DESIGNATION -  188 RESET
 MJ0249  PID         -  MJ0249
 MJ0249  STATE/COUNTY-  IA/SHELBY
 MJ0249  USGS QUAD   -  CORLEY (1978)
 MJ0249
 MJ0249                         *CURRENT SURVEY CONTROL
 MJ0249  ___________________________________________________________________
 MJ0249* NAD 83(1986)-  41 33 46.     (N)    095 20 07.     (W)     SCALED    
 MJ0249* NAVD 88     -       353.67   (meters)    1160.3    (feet)  RESET     
 MJ0249  ___________________________________________________________________
 MJ0249  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 MJ0249
 MJ0249  VERT ORDER  -  THIRD
 MJ0249
 MJ0249.The horizontal coordinates were scaled from a topographic map and have
 MJ0249.an estimated accuracy of +/- 6 seconds.
 MJ0249
 MJ0249.The orthometric height was computed from unverified reset data.
 MJ0249.No vertical observational check was made to the station.
 MJ0249
 MJ0249.The geoid height was determined by GEOID03.
 MJ0249
 MJ0249;                    North         East    Units  Estimated Accuracy
 MJ0249;SPC IA S     -   175,160.      346,930.      MT  (+/- 180 meters Scaled)
 MJ0249
 MJ0249                          SUPERSEDED SURVEY CONTROL
 MJ0249
 MJ0249  NGVD 29 (??/??/??)  353.57   (m)         1160.0    (f) RESET       3  
 MJ0249
 MJ0249.Superseded values are not recommended for survey control.
 MJ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0249.See file dsdata.txt to determine how the superseded data were derived.
 MJ0249
 MJ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG052038(NAD 83)
 MJ0249_MARKER: DB = BENCH MARK DISK
 MJ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0249_STAMPING: 188 RESET 1970
 MJ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0249+STABILITY: SURFACE MOTION
 MJ0249
 MJ0249  HISTORY     - Date     Condition        Report By
 MJ0249  HISTORY     - 1970     MONUMENTED       NGS
 MJ0249
 MJ0249                          STATION DESCRIPTION
 MJ0249
 MJ0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0249'6 MI S FROM HARLAN.
 MJ0249'6.2 MILES SOUTH ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF U.S.
 MJ0249'HIGHWAY 59 AND STATE HIGHWAY 44 AT HARLAN, OR 6.0 MILES NORTH
 MJ0249'ALONG U.S. HIGHWAY 59 FROM THE AVOCA WATERWORKS BUILDING AT
 MJ0249'AVOCA, 110 FEET WEST OF THE CENTER OF U.S. HIGHWAY 59, 11 FEET
 MJ0249'NORTH OF A PROJECTED LINE OF THE NORTH SIDE OF A LARGE RED
 MJ0249'BARN, 1 FOOT NORTH OF A METAL WITNESS POST, 1 MILE SOUTH OF THE
 MJ0249'BRIDGE OF THE NISHNABOTNE RIVER, ACROSS HIGHWAY WEST OF FARM
 MJ0249'BUILDINGS, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MJ0249'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0247 ***********************************************************************
 MJ0247  DESIGNATION -  189 RESET
 MJ0247  PID         -  MJ0247
 MJ0247  STATE/COUNTY-  IA/SHELBY
 MJ0247  USGS QUAD   -  CORLEY (1978)
 MJ0247
 MJ0247                         *CURRENT SURVEY CONTROL
 MJ0247  ___________________________________________________________________
 MJ0247* NAD 83(1986)-  41 32 41.     (N)    095 20 11.     (W)     SCALED    
 MJ0247* NAVD 88     -       352.65   (meters)    1157.0    (feet)  RESET     
 MJ0247  ___________________________________________________________________
 MJ0247  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 MJ0247
 MJ0247  VERT ORDER  -  THIRD
 MJ0247
 MJ0247.The horizontal coordinates were scaled from a topographic map and have
 MJ0247.an estimated accuracy of +/- 6 seconds.
 MJ0247
 MJ0247.The orthometric height was computed from unverified reset data.
 MJ0247.No vertical observational check was made to the station.
 MJ0247
 MJ0247.The geoid height was determined by GEOID03.
 MJ0247
 MJ0247;                    North         East    Units  Estimated Accuracy
 MJ0247;SPC IA S     -   173,160.      346,790.      MT  (+/- 180 meters Scaled)
 MJ0247
 MJ0247                          SUPERSEDED SURVEY CONTROL
 MJ0247
 MJ0247  NGVD 29 (??/??/??)  352.55   (m)         1156.7    (f) RESET       3  
 MJ0247
 MJ0247.Superseded values are not recommended for survey control.
 MJ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0247.See file dsdata.txt to determine how the superseded data were derived.
 MJ0247
 MJ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG051018(NAD 83)
 MJ0247_MARKER: DB = BENCH MARK DISK
 MJ0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0247_STAMPING: 189 RESET 1970
 MJ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0247+STABILITY: SURFACE MOTION
 MJ0247
 MJ0247  HISTORY     - Date     Condition        Report By
 MJ0247  HISTORY     - 1970     MONUMENTED       NGS
 MJ0247
 MJ0247                          STATION DESCRIPTION
 MJ0247
 MJ0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0247'4.8 MI N FROM AVOCA.
 MJ0247'4.75 MILES NORTH ALONG U.S. HIGHWAY 59 FROM THE AVOCA WATERWORKS
 MJ0247'BUILDING AT AVOCA, 80 FEET WEST OF THE CENTER OF U.S. HIGHWAY 59,
 MJ0247'ABOUT 300 FEET SOUTHWEST OF A GROVE OF CEDAR TREES, 1.5 FEET
 MJ0247'SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND
 MJ0247'CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0555 ***********************************************************************
 MG0555  DESIGNATION -  19
 MG0555  PID         -  MG0555
 MG0555  STATE/COUNTY-  IA/JOHNSON
 MG0555  USGS QUAD   -  SWISHER (1994)
 MG0555
 MG0555                         *CURRENT SURVEY CONTROL
 MG0555  ___________________________________________________________________
 MG0555* NAD 83(1986)-  41 47 57.     (N)    091 38 33.     (W)     SCALED    
 MG0555* NAVD 88     -       222.604  (meters)     730.33   (feet)  ADJUSTED  
 MG0555  ___________________________________________________________________
 MG0555  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 MG0555  DYNAMIC HT  -         222.519 (meters)     730.05  (feet)  COMP
 MG0555  MODELED GRAV-     980,234.4   (mgal)                       NAVD 88
 MG0555
 MG0555  VERT ORDER  -  FIRST     CLASS II
 MG0555
 MG0555.The horizontal coordinates were scaled from a topographic map and have
 MG0555.an estimated accuracy of +/- 6 seconds.
 MG0555
 MG0555.The orthometric height was determined by differential leveling
 MG0555.and adjusted by the National Geodetic Survey in June 1991..
 MG0555
 MG0555.The geoid height was determined by GEOID03.
 MG0555
 MG0555.The dynamic height is computed by dividing the NAVD 88
 MG0555.geopotential number by the normal gravity value computed on the
 MG0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0555.degrees latitude (g = 980.6199 gals.).
 MG0555
 MG0555.The modeled gravity was interpolated from observed gravity values.
 MG0555
 MG0555;                    North         East    Units  Estimated Accuracy
 MG0555;SPC IA S     -   201,450.      654,370.      MT  (+/- 180 meters Scaled)
 MG0555
 MG0555                          SUPERSEDED SURVEY CONTROL
 MG0555
 MG0555  NGVD 29 (??/??/92)  222.63   (m)          730.4    (f) COMPUTED    1 2
 MG0555
 MG0555.Superseded values are not recommended for survey control.
 MG0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0555.See file dsdata.txt to determine how the superseded data were derived.
 MG0555
 MG0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG127283(NAD 83)
 MG0555_MARKER: Z = SEE DESCRIPTION
 MG0555_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MG0555_SP_SET: CULVERT HEADWALL
 MG0555_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0555+STABILITY: SURFACE MOTION
 MG0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0555+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1998
 MG0555
 MG0555  HISTORY     - Date     Condition        Report By
 MG0555  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0555  HISTORY     - 1935     GOOD             IAGS
 MG0555  HISTORY     - 1966     MARK NOT FOUND   USGS
 MG0555  HISTORY     - 19980108 GOOD             NGS
 MG0555
 MG0555                          STATION DESCRIPTION
 MG0555
 MG0555'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0555'4.4 MI N FROM NORTH LIBERTY.
 MG0555'4.4 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE INTERSECTION OF
 MG0555'MAIN STREET AT NORTH LIBERTY, JOHNSON COUNTY, IN THE NORTHEAST
 MG0555'QUARTER OF SEC. 27, T.81 N., R. 7 W., AT PAVEMENT STATION 577+00,
 MG0555'AT A 24-INCH TILE CULVERT, IN THE TOP OF THE WEST HEAD WALL, AND 17
 MG0555'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A REINFORCING BAR.
 MG0555
 MG0555                          STATION RECOVERY (1966)
 MG0555
 MG0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MG0555'MARK NOT FOUND.
 MG0555
 MG0555                          STATION RECOVERY (1998)
 MG0555
 MG0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0555'1.3 KM (0.80 MI) NORTHWESTERLY ALONG NORTH DUBUQUE STREET FROM THE
 MG0555'POST OFFICE IN NORTH LIBERTY, THENCE 5.3 KM (3.30 MI) NORTHERLY ALONG
 MG0555'STATE HIGHWAY 965, THENCE 0.4 KM (0.25 MI) NORTHEASTERLY ALONG CURTIS
 MG0555'BRIDGE ROAD, A REBAR NEAR THE CENTER OF THE WEST CONCRETE HEADWALL OF
 MG0555'A CULVERT UNDER THE ROAD, 5.7 M (18.7 FT) WEST OF THE ROAD CENTERLINE,
 MG0555'0.5 M (1.6 FT) NORTH OF THE SOUTH END OF THE HEADWALL, AND 0.5 M (1.6
 MG0555'FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1081 ***********************************************************************
 MJ1081  DESIGNATION -  19 RDS RESET
 MJ1081  PID         -  MJ1081
 MJ1081  STATE/COUNTY-  IA/UNION
 MJ1081  USGS QUAD   -  AFTON (1983)
 MJ1081
 MJ1081                         *CURRENT SURVEY CONTROL
 MJ1081  ___________________________________________________________________
 MJ1081* NAD 83(1996)-  41 02 16.46570(N)    094 11 59.07148(W)     ADJUSTED  
 MJ1081* NAVD 88     -       380.     (meters)    1247.     (feet)  SCALED    
 MJ1081  ___________________________________________________________________
 MJ1081  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 MJ1081  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 MJ1081
 MJ1081  HORZ ORDER  -  THIRD
 MJ1081
 MJ1081.The horizontal coordinates were established by classical geodetic methods
 MJ1081.and adjusted by the National Geodetic Survey in May 1999..
 MJ1081.No horizontal observational check was made to the station.
 MJ1081
 MJ1081.The orthometric height was scaled from a topographic map.
 MJ1081
 MJ1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1081
 MJ1081.The geoid height was determined by GEOID03.
 MJ1081
 MJ1081;                    North         East     Units Scale Factor Converg.
 MJ1081;SPC IA S     -   115,494.373   441,164.249   MT  0.99995240   -0 27 39.3
 MJ1081;UTM  15      - 4,543,658.378   399,156.653   MT  0.99972516   -0 47 16.0
 MJ1081
 MJ1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1081!SPC IA S     -   0.99994522  x   0.99995240  =   0.99989763
 MJ1081!UTM  15      -   0.99994522  x   0.99972516  =   0.99967040
 MJ1081
 MJ1081                          SUPERSEDED SURVEY CONTROL
 MJ1081
 MJ1081  NAD 83(1986)-  41 02 16.46673(N)    094 11 59.09157(W) AD(       ) 3
 MJ1081  NAD 27      -  41 02 16.50245(N)    094 11 58.26120(W) AD(       ) 3
 MJ1081
 MJ1081.Superseded values are not recommended for survey control.
 MJ1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1081.See file dsdata.txt to determine how the superseded data were derived.
 MJ1081
 MJ1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF9915743658(NAD 83)
 MJ1081_MARKER: DB = BENCH MARK DISK
 MJ1081_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MJ1081+WITH SETTING: INFORMATION.
 MJ1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ1081
 MJ1081  HISTORY     - Date     Condition        Report By
 MJ1081  HISTORY     - 1969     MONUMENTED       USGS
 MJ1081  HISTORY     - 1969     GOOD             CGS
 MJ1081  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MJ1081
 MJ1081                          STATION DESCRIPTION
 MJ1081
 MJ1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MJ1081'AFTON POST OFFICE, 0.8 MILE NORTHWEST AONG COUNTY ROAD J, NEAR
 MJ1081'THE WEST SIXTEENTH CORNER OF SECTION 16, T 72 N, R 29 W, 138
 MJ1081'FEET SOUTH OF AN EAST-WEST FENCE, 6 FEET NORTH AND 54 FEET
 MJ1081'EAST OF THE COUNTY ROAD AT PRIVATE DRIVE WEST, 2 FEET WEST OF THE
 MJ1081'RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A METAL WITNESS POST,
 MJ1081'A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED 19
 MJ1081'RDS RESET 1969, CRIMPED ON THE TOP OF A COPPER ROD WHICH IS
 MJ1081'FLUSH WITH THE SURFACE OF THE GRUND.  A TRAVERSE CONNECTION
 MJ1081'WAS MADE FROM TRIANGULATION STATION AFTON 1956, DISTANCE BEING
 MJ1081'114.45 FEET, 34.886 METERS, EAST-SOUTHEAST OF STATION
 MJ1081'AFTON.
 MJ1081'
 MJ1081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--(0.8 MILE
 MJ1081'NNW OF AFTON.)
 MJ1081
 MJ1081                          STATION RECOVERY (1971)
 MJ1081
 MJ1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MJ1081'THE STATION WAS IN THE WAY OF ROAD CONSTRUCTION FOR NEW U.S.
 MJ1081'HIGHWAY 34 AND WAS DESTROYED AT THE REQUEST OF THE IOWA STATE
 MJ1081'HIGHWAY DEPARTMENT.
 MJ1081'
 MJ1081'SINCE A TRAVERSE CONNECTION WAS MADE TO THIS MARK IN 1969 FROM
 MJ1081'TRIANGULATION STATION AFTON 1956 WHICH IS ALSO IN THE WAY OF
 MJ1081'CONSTRUCTION AND HAD TO BE MOVED.  THE POSITION AND ELEVATION FOR
 MJ1081'19 RDS RESET 1969 CAN BE TRANSFERRED TO AFTON 2 1971.
 MJ1081'
 MJ1081'AFTON 1956 TO AFTON 2 1971 IS -0.044 METERS.
 MJ1081'
 MJ1081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.8
 MJ1081'MILE NNW OF AFTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0577 ***********************************************************************
 NJ0577  DESIGNATION -  1903 2067
 NJ0577  PID         -  NJ0577
 NJ0577  STATE/COUNTY-  IA/LINN
 NJ0577  USGS QUAD   -  CEDAR RAPIDS NORTH (1994)
 NJ0577
 NJ0577                         *CURRENT SURVEY CONTROL
 NJ0577  ___________________________________________________________________
 NJ0577* NAD 83(1986)-  42 05 46.     (N)    091 43 01.     (W)     SCALED    
 NJ0577* NAVD 88     -       233.959  (meters)     767.58   (feet)  ADJUSTED  
 NJ0577  ___________________________________________________________________
 NJ0577  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 NJ0577  DYNAMIC HT  -         233.879 (meters)     767.32  (feet)  COMP
 NJ0577  MODELED GRAV-     980,273.1   (mgal)                       NAVD 88
 NJ0577
 NJ0577  VERT ORDER  -  SECOND    CLASS 0
 NJ0577
 NJ0577.The horizontal coordinates were scaled from a topographic map and have
 NJ0577.an estimated accuracy of +/- 6 seconds.
 NJ0577
 NJ0577.The orthometric height was determined by differential leveling
 NJ0577.and adjusted by the National Geodetic Survey in June 1991..
 NJ0577
 NJ0577.The geoid height was determined by GEOID03.
 NJ0577
 NJ0577.The dynamic height is computed by dividing the NAVD 88
 NJ0577.geopotential number by the normal gravity value computed on the
 NJ0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0577.degrees latitude (g = 980.6199 gals.).
 NJ0577
 NJ0577.The modeled gravity was interpolated from observed gravity values.
 NJ0577
 NJ0577;                    North         East    Units  Estimated Accuracy
 NJ0577;SPC IA N     - 1,067,770.    1,647,490.      MT  (+/- 180 meters Scaled)
 NJ0577
 NJ0577                          SUPERSEDED SURVEY CONTROL
 NJ0577
 NJ0577  NGVD 29 (??/??/92)  233.988  (m)          767.68   (f) ADJ UNCH    2 0
 NJ0577
 NJ0577.Superseded values are not recommended for survey control.
 NJ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0577.See file dsdata.txt to determine how the superseded data were derived.
 NJ0577
 NJ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG061612(NAD 83)
 NJ0577_MARKER: DD = SURVEY DISK
 NJ0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0577_SP_SET: CULVERT
 NJ0577_STAMPING: LINN CO ENG DEPT 1903 2067
 NJ0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0577
 NJ0577  HISTORY     - Date     Condition        Report By
 NJ0577  HISTORY     - 1903     MONUMENTED       IA-113
 NJ0577  HISTORY     - 1943     GOOD             NGS
 NJ0577  HISTORY     - 19950517 GOOD             USPSQD
 NJ0577
 NJ0577                          STATION DESCRIPTION
 NJ0577
 NJ0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NJ0577'AT TODDVILLE.
 NJ0577'AT TODDVILLE, LINN COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0577'RAILWAY, 1 POLE SOUTH OF MILEPOST 10, 120 FEET WEST OF THE
 NJ0577'CENTERLINE OF THE TRACK, AT A 5-FOOT SQUARE HIGHWAY CULVERT,
 NJ0577'IN THE TOP OF THE CENTER OF THE WEST CONCRETE HEADWALL, AND 7 FEET
 NJ0577'LOWER THEN THE TRACK.  A DISK, STAMPED LINN CO. ENG. DEPT. 1903
 NJ0577'2067.
 NJ0577
 NJ0577                          STATION RECOVERY (1995)
 NJ0577
 NJ0577'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0539 ***********************************************************************
 LD0539  DESIGNATION -  2
 LD0539  PID         -  LD0539
 LD0539  STATE/COUNTY-  IA/LEE
 LD0539  USGS QUAD   -  KEOKUK (1975)
 LD0539
 LD0539                         *CURRENT SURVEY CONTROL
 LD0539  ___________________________________________________________________
 LD0539* NAD 83(1986)-  40 23 30.     (N)    091 22 37.     (W)     SCALED    
 LD0539* NAVD 88     -       150.50   (+/-2cm)     493.8    (feet)  VERTCON   
 LD0539  ___________________________________________________________________
 LD0539  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LD0539
 LD0539  VERT ORDER  -  ? (See Below)
 LD0539
 LD0539.The horizontal coordinates were scaled from a topographic map and have
 LD0539.an estimated accuracy of +/- 6 seconds.
 LD0539
 LD0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0539.The vertical order pertains to the NGVD 29 superseded value.
 LD0539
 LD0539.The geoid height was determined by GEOID03.
 LD0539
 LD0539;                    North         East    Units  Estimated Accuracy
 LD0539;SPC IA S     -    45,690.      680,250.      MT  (+/- 180 meters Scaled)
 LD0539
 LD0539                          SUPERSEDED SURVEY CONTROL
 LD0539
 LD0539  NGVD 29 (??/??/92)  150.550  (m)          493.93   (f) ADJ UNCH    ?  
 LD0539
 LD0539.Superseded values are not recommended for survey control.
 LD0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0539.See file dsdata.txt to determine how the superseded data were derived.
 LD0539
 LD0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE377724(NAD 83)
 LD0539_MARKER: B = BOLT
 LD0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0539_SP_SET: BRIDGE
 LD0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0539
 LD0539  HISTORY     - Date     Condition        Report By
 LD0539  HISTORY     - UNK      MONUMENTED       DOD
 LD0539  HISTORY     - 1934     MARK NOT FOUND   NGS
 LD0539
 LD0539                          STATION DESCRIPTION
 LD0539
 LD0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LD0539'AT KEOKUK.
 LD0539'AT KEOKUK, LEE COUNTY, AT A RAILROAD BRIDGE, IN THE SOUTH FACE
 LD0539'OF THE IOWA SHORE PIER, 8 INCHES ABOVE THE BENCH OF THE PIER,
 LD0539'AND IN THE TENTH STONE FROM THE WEST END.  A COPPER BOLT LEADED
 LD0539'HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0087 ***********************************************************************
 NK0087  DESIGNATION -  2
 NK0087  PID         -  NK0087
 NK0087  STATE/COUNTY-  IA/TAMA
 NK0087  USGS QUAD   -  TRAER (1971)
 NK0087
 NK0087                         *CURRENT SURVEY CONTROL
 NK0087  ___________________________________________________________________
 NK0087* NAD 83(1986)-  42 10 22.     (N)    092 26 48.     (W)     SCALED    
 NK0087* NAVD 88     -       275.726  (meters)     904.61   (feet)  ADJUSTED  
 NK0087  ___________________________________________________________________
 NK0087  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 NK0087  DYNAMIC HT  -         275.630 (meters)     904.30  (feet)  COMP
 NK0087  MODELED GRAV-     980,264.4   (mgal)                       NAVD 88
 NK0087
 NK0087  VERT ORDER  -  SECOND    CLASS 0
 NK0087
 NK0087.The horizontal coordinates were scaled from a topographic map and have
 NK0087.an estimated accuracy of +/- 6 seconds.
 NK0087
 NK0087.The orthometric height was determined by differential leveling
 NK0087.and adjusted by the National Geodetic Survey in June 1991..
 NK0087
 NK0087.The geoid height was determined by GEOID03.
 NK0087
 NK0087.The dynamic height is computed by dividing the NAVD 88
 NK0087.geopotential number by the normal gravity value computed on the
 NK0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0087.degrees latitude (g = 980.6199 gals.).
 NK0087
 NK0087.The modeled gravity was interpolated from observed gravity values.
 NK0087
 NK0087;                    North         East    Units  Estimated Accuracy
 NK0087;SPC IA N     - 1,075,270.    1,587,030.      MT  (+/- 180 meters Scaled)
 NK0087
 NK0087                          SUPERSEDED SURVEY CONTROL
 NK0087
 NK0087  NGVD 29 (??/??/92)  275.716  (m)          904.58   (f) ADJ UNCH    2 0
 NK0087
 NK0087.Superseded values are not recommended for survey control.
 NK0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0087.See file dsdata.txt to determine how the superseded data were derived.
 NK0087
 NK0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG457691(NAD 83)
 NK0087_MARKER: R = RIVET
 NK0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0087_SP_SET: CULVERT
 NK0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0087
 NK0087  HISTORY     - Date     Condition        Report By
 NK0087  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0087  HISTORY     - 1934     GOOD             NGS
 NK0087
 NK0087                          STATION DESCRIPTION
 NK0087
 NK0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0087'1.4 MI SE FROM TRAER.
 NK0087'1.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0087'FROM THE STATION AT TRAER, TAMA COUNTY, 10-1/2 POLES SOUTHEAST
 NK0087'OF MILEPOST 23, 330 FEET NORTHWEST OF THE CENTER OF A PUBLIC-ROAD
 NK0087'CROSSING, AT THE 4- BY 4-FOOT REINFORCED CONCRETE BOX CULVERT
 NK0087'60, IN THE SOUTHEAST CORNER OF THE NORTHEAST CONCRETE HEAD WALL,
 NK0087'18 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, AND 3 FEET
 NK0087'LOWER THAN THE RAIL.  A IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0456 ***********************************************************************
 MG0456  DESIGNATION -  2
 MG0456  PID         -  MG0456
 MG0456  STATE/COUNTY-  IA/WASHINGTON
 MG0456  USGS QUAD   -  AINSWORTH (1970)
 MG0456
 MG0456                         *CURRENT SURVEY CONTROL
 MG0456  ___________________________________________________________________
 MG0456* NAD 83(1986)-  41 21 28.     (N)    091 32 31.     (W)     SCALED    
 MG0456* NAVD 88     -       219.839  (meters)     721.26   (feet)  ADJUSTED  
 MG0456  ___________________________________________________________________
 MG0456  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0456  DYNAMIC HT  -         219.749 (meters)     720.96  (feet)  COMP
 MG0456  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 MG0456
 MG0456  VERT ORDER  -  FIRST     CLASS II
 MG0456
 MG0456.The horizontal coordinates were scaled from a topographic map and have
 MG0456.an estimated accuracy of +/- 6 seconds.
 MG0456
 MG0456.The orthometric height was determined by differential leveling
 MG0456.and adjusted by the National Geodetic Survey in June 1991..
 MG0456
 MG0456.The geoid height was determined by GEOID03.
 MG0456
 MG0456.The dynamic height is computed by dividing the NAVD 88
 MG0456.geopotential number by the normal gravity value computed on the
 MG0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0456.degrees latitude (g = 980.6199 gals.).
 MG0456
 MG0456.The modeled gravity was interpolated from observed gravity values.
 MG0456
 MG0456;                    North         East    Units  Estimated Accuracy
 MG0456;SPC IA S     -   152,620.      663,830.      MT  (+/- 180 meters Scaled)
 MG0456
 MG0456                          SUPERSEDED SURVEY CONTROL
 MG0456
 MG0456  NGVD 29 (??/??/92)  219.88   (m)          721.4    (f) COMPUTED    1 2
 MG0456
 MG0456.Superseded values are not recommended for survey control.
 MG0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0456.See file dsdata.txt to determine how the superseded data were derived.
 MG0456
 MG0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF219795(NAD 83)
 MG0456_MARKER: Z = SEE DESCRIPTION
 MG0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0456_SP_SET: CULVERT
 MG0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0456
 MG0456  HISTORY     - Date     Condition        Report By
 MG0456  HISTORY     - 1934     MONUMENTED       IAHD
 MG0456  HISTORY     - 1942     GOOD             NGS
 MG0456
 MG0456                          STATION DESCRIPTION
 MG0456
 MG0456'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1934
 MG0456'2 MI N FROM HASKINS.
 MG0456'2 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE OVERHEAD CROSSING
 MG0456'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT
 MG0456'HASKINS, AT PAVEMENT STATION 751+50, AT A 3- BY 3-FOOT CONCRETE-BOX
 MG0456'CULVERT, AND IN THE TOP OF THE WEST HEADWALL.  A BRONZE PLUG.
 MG0456
 MG0456                          STATION RECOVERY (1942)
 MG0456
 MG0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MG0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0140 ***********************************************************************
 NK0140  DESIGNATION -  2
 NK0140  PID         -  NK0140
 NK0140  STATE/COUNTY-  IA/MARSHALL
 NK0140  USGS QUAD   -  LE GRAND (1978)
 NK0140
 NK0140                         *CURRENT SURVEY CONTROL
 NK0140  ___________________________________________________________________
 NK0140* NAD 83(1986)-  42 01 41.     (N)    092 51 05.     (W)     SCALED    
 NK0140* NAVD 88     -       264.05   (+/-2cm)     866.3    (feet)  VERTCON   
 NK0140  ___________________________________________________________________
 NK0140  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 NK0140
 NK0140  VERT ORDER  -  ? (See Below)
 NK0140
 NK0140.The horizontal coordinates were scaled from a topographic map and have
 NK0140.an estimated accuracy of +/- 6 seconds.
 NK0140
 NK0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0140.The vertical order pertains to the NGVD 29 superseded value.
 NK0140
 NK0140.The geoid height was determined by GEOID03.
 NK0140
 NK0140;                    North         East    Units  Estimated Accuracy
 NK0140;SPC IA N     - 1,058,860.    1,553,710.      MT  (+/- 180 meters Scaled)
 NK0140
 NK0140                          SUPERSEDED SURVEY CONTROL
 NK0140
 NK0140  NGVD 29 (??/??/92)  264.032  (m)          866.25   (f) ADJ UNCH    ?  
 NK0140
 NK0140.Superseded values are not recommended for survey control.
 NK0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0140.See file dsdata.txt to determine how the superseded data were derived.
 NK0140
 NK0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG123529(NAD 83)
 NK0140_MARKER: R = RIVET
 NK0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0140_SP_SET: CULVERT
 NK0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0140
 NK0140  HISTORY     - Date     Condition        Report By
 NK0140  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0140  HISTORY     - 1934     GOOD             NGS
 NK0140
 NK0140                          STATION DESCRIPTION
 NK0140
 NK0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0140'5.4 MI E FROM MARSHALLTOWN.
 NK0140'5.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0140'FROM THE CITY HALL AT MARSHALLTOWN, MARSHALL COUNTY, 2 POLES
 NK0140'NORTHWEST OF MILEPOST 148, AT 2-FOOT CAST-IRON PIPE CULVERT
 NK0140'450, IN THE SOUTHEAST END OF THE NORTHEAST STONE HEADWALL, 18
 NK0140'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET
 NK0140'LOWER THAN THE RAIL.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0009 ***********************************************************************
 MH0009  DESIGNATION -  2
 MH0009  PID         -  MH0009
 MH0009  STATE/COUNTY-  IA/BENTON
 MH0009  USGS QUAD   -  BLAIRSTOWN (1965)
 MH0009
 MH0009                         *CURRENT SURVEY CONTROL
 MH0009  ___________________________________________________________________
 MH0009* NAD 83(1986)-  41 54 45.     (N)    092 06 17.     (W)     SCALED    
 MH0009* NAVD 88     -       254.45   (+/-2cm)     834.8    (feet)  VERTCON   
 MH0009  ___________________________________________________________________
 MH0009  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 MH0009
 MH0009  VERT ORDER  -  ? (See Below)
 MH0009
 MH0009.The horizontal coordinates were scaled from a topographic map and have
 MH0009.an estimated accuracy of +/- 6 seconds.
 MH0009
 MH0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0009.The vertical order pertains to the NGVD 29 superseded value.
 MH0009
 MH0009.The geoid height was determined by GEOID03.
 MH0009
 MH0009;                    North         East    Units  Estimated Accuracy
 MH0009;SPC IA N     - 1,046,780.    1,615,760.      MT  (+/- 180 meters Scaled)
 MH0009
 MH0009                          SUPERSEDED SURVEY CONTROL
 MH0009
 MH0009  NGVD 29 (??/??/92)  254.453  (m)          834.82   (f) ADJ UNCH    ?  
 MH0009
 MH0009.Superseded values are not recommended for survey control.
 MH0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0009.See file dsdata.txt to determine how the superseded data were derived.
 MH0009
 MH0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG742404(NAD 83)
 MH0009_MARKER: R = RIVET
 MH0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0009_SP_SET: CULVERT
 MH0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0009+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2004
 MH0009
 MH0009  HISTORY     - Date     Condition        Report By
 MH0009  HISTORY     - UNK      MONUMENTED       CNWRR
 MH0009  HISTORY     - 1934     GOOD             NGS
 MH0009  HISTORY     - 20040907 GOOD             GEOCAC
 MH0009
 MH0009                          STATION DESCRIPTION
 MH0009
 MH0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0009'1.1 MI W FROM BLAIRSTOWN.
 MH0009'1.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MH0009'FROM THE STATION AT BLAIRSTOWN, BENTON COUNTY, 10-1/2 POLES
 MH0009'WEST OF MILEPOST 107, AT 6-FOOT CONCRETE CULVERT 313, IN THE
 MH0009'NORTHEAST CORNER OF THE NORTH STONE HEADWALL, 25 FEET NORTH
 MH0009'OF THE CENTERLINE OF THE NORTH TRACK, AND ABOUT 5.5 FEET LOWER
 MH0009'THAN THE RAIL.  AN IRON RIVET.
 MH0009
 MH0009                          STATION RECOVERY (2004)
 MH0009
 MH0009'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM2021 ***********************************************************************
 NM2021  DESIGNATION -  2
 NM2021  PID         -  NM2021
 NM2021  STATE/COUNTY-  IA/PLYMOUTH
 NM2021  USGS QUAD   -  RICHLAND (1994)
 NM2021
 NM2021                         *CURRENT SURVEY CONTROL
 NM2021  ___________________________________________________________________
 NM2021* NAD 83(1986)-  42 45 43.     (N)    096 37 42.     (W)     SCALED    
 NM2021* NAVD 88     -       344.466  (meters)    1130.14   (feet)  ADJUSTED  
 NM2021  ___________________________________________________________________
 NM2021  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 NM2021  DYNAMIC HT  -         344.369 (meters)    1129.82  (feet)  COMP
 NM2021  MODELED GRAV-     980,330.1   (mgal)                       NAVD 88
 NM2021
 NM2021  VERT ORDER  -  FIRST     CLASS II
 NM2021
 NM2021.The horizontal coordinates were scaled from a topographic map and have
 NM2021.an estimated accuracy of +/- 6 seconds.
 NM2021
 NM2021.The orthometric height was determined by differential leveling
 NM2021.and adjusted by the National Geodetic Survey in June 1994..
 NM2021
 NM2021.The geoid height was determined by GEOID03.
 NM2021
 NM2021.The dynamic height is computed by dividing the NAVD 88
 NM2021.geopotential number by the normal gravity value computed on the
 NM2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2021.degrees latitude (g = 980.6199 gals.).
 NM2021
 NM2021.The modeled gravity was interpolated from observed gravity values.
 NM2021
 NM2021;                    North         East    Units  Estimated Accuracy
 NM2021;SPC IA N     - 1,144,910.    1,244,000.      MT  (+/- 180 meters Scaled)
 NM2021
 NM2021                          SUPERSEDED SURVEY CONTROL
 NM2021
 NM2021.No superseded survey control is available for this station.
 NM2021
 NM2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN940371(NAD 83)
 NM2021_MARKER: DD = SURVEY DISK
 NM2021_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM2021_SP_SET: GUARDRAIL
 NM2021_STAMPING: 2
 NM2021_MARK LOGO: IAHD  
 NM2021_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM2021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2021+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM2021
 NM2021  HISTORY     - Date     Condition        Report By
 NM2021  HISTORY     - UNK      MONUMENTED       IAHD
 NM2021  HISTORY     - 19930908 GOOD             NGS
 NM2021
 NM2021                          STATION DESCRIPTION
 NM2021
 NM2021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2021'2.0 KM (1.25 MI) WESTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 NM2021'STATE HIGHWAY 12 IN WESTFIELD, A 1-INCH BRASS DISK IN THE EAST END OF
 NM2021'THE NORTH CONCRETE GUARDRAIL OF HIGHWAY BRIDGE NUMBER 7500.2 SPANNING
 NM2021'THE OVERFLOW CHANNEL OF THE BIG SIOUX RIVER, 4.8 M (15.7 FT) NORTH OF
 NM2021'THE HIGHWAY CENTERLINE, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE
 NM2021'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0106 ***********************************************************************
 NJ0106  DESIGNATION -  2 WPR
 NJ0106  PID         -  NJ0106
 NJ0106  STATE/COUNTY-  IA/JACKSON
 NJ0106  USGS QUAD   -  SAVANNA (1990)
 NJ0106
 NJ0106                         *CURRENT SURVEY CONTROL
 NJ0106  ___________________________________________________________________
 NJ0106* NAD 83(1986)-  42 07 19.     (N)    090 14 49.     (W)     SCALED    
 NJ0106* NAVD 88     -       203.144  (meters)     666.48   (feet)  ADJUSTED  
 NJ0106  ___________________________________________________________________
 NJ0106  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NJ0106  DYNAMIC HT  -         203.074 (meters)     666.25  (feet)  COMP
 NJ0106  MODELED GRAV-     980,276.5   (mgal)                       NAVD 88
 NJ0106
 NJ0106  VERT ORDER  -  FIRST     CLASS I
 NJ0106
 NJ0106.The horizontal coordinates were scaled from a topographic map and have
 NJ0106.an estimated accuracy of +/- 6 seconds.
 NJ0106
 NJ0106.The orthometric height was determined by differential leveling
 NJ0106.and adjusted by the National Geodetic Survey in June 1991..
 NJ0106
 NJ0106.The geoid height was determined by GEOID03.
 NJ0106
 NJ0106.The dynamic height is computed by dividing the NAVD 88
 NJ0106.geopotential number by the normal gravity value computed on the
 NJ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0106.degrees latitude (g = 980.6199 gals.).
 NJ0106
 NJ0106.The modeled gravity was interpolated from observed gravity values.
 NJ0106
 NJ0106;                    North         East    Units  Estimated Accuracy
 NJ0106;SPC IA N     - 1,074,260.    1,768,930.      MT  (+/- 180 meters Scaled)
 NJ0106
 NJ0106                          SUPERSEDED SURVEY CONTROL
 NJ0106
 NJ0106  NGVD 29 (??/??/92)  203.174  (m)          666.58   (f) ADJ UNCH    1 1
 NJ0106
 NJ0106.Superseded values are not recommended for survey control.
 NJ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0106.See file dsdata.txt to determine how the superseded data were derived.
 NJ0106
 NJ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG275669(NAD 83)
 NJ0106_MARKER: DB = BENCH MARK DISK
 NJ0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0106_STAMPING: 2 WPR 1966 667
 NJ0106_MARK LOGO: USGS  
 NJ0106_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0106+STABILITY: SURFACE MOTION
 NJ0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0106+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1998
 NJ0106
 NJ0106  HISTORY     - Date     Condition        Report By
 NJ0106  HISTORY     - 1966     MONUMENTED       USGS
 NJ0106  HISTORY     - 1970     GOOD             NGS
 NJ0106  HISTORY     - 1988     GOOD             USPSQD
 NJ0106  HISTORY     - 19940617 GOOD             USPSQD
 NJ0106  HISTORY     - 19980106 GOOD             NGS
 NJ0106  HISTORY     - 20010331 GOOD             NGS
 NJ0106
 NJ0106                          STATION DESCRIPTION
 NJ0106
 NJ0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0106'6.4 MI NW FROM SABULA.
 NJ0106'ABOUT 6.45 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0106'MUNICIPAL BUILDING AT SABULA, AT THE JUNCTION OF THE HIGHWAY
 NJ0106'AND A ROAD WHICH LEADS NORTH, 46.5 FEET SOUTH OF THE CENTER LINE
 NJ0106'OF THE HIGHWAY, 71 FEET SOUTH OF THE CENTER OF THE INTERSECTION
 NJ0106'OF THE HIGHWAY AND THE GRAVELED ROAD, 35 FEET EAST OF THE CENTER
 NJ0106'OF A WOODEN GATE, 24 FEET EAST OF A 30-INCH TREE, 1.3 FEET NORTH
 NJ0106'OF A FENCE, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET
 NJ0106'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 NJ0106'POST PROJECTING 1 INCH.  SECTION 34, T85N, R6E.
 NJ0106
 NJ0106                          STATION RECOVERY (1988)
 NJ0106
 NJ0106'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0106'RECOVERED IN GOOD CONDITION.
 NJ0106
 NJ0106                          STATION RECOVERY (1994)
 NJ0106
 NJ0106'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0106'RECOVERED IN GOOD CONDITION.
 NJ0106
 NJ0106                          STATION RECOVERY (1998)
 NJ0106
 NJ0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 NJ0106'1.6 KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 NJ0106'IN SABULA, THENCE 8.6 KM (5.35 MI) NORTHERLY ALONG U.S.  HIGHWAY 152,
 NJ0106'14.5 M (47.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.2 M (36.7 FT)
 NJ0106'EAST OF THE EXTENDED CENTER OF 558TH AVENUE, 3.8 M (12.5 FT) NORTH OF
 NJ0106'A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 NJ0106'WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 NJ0106'SURFACE.
 NJ0106
 NJ0106                          STATION RECOVERY (2001)
 NJ0106
 NJ0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0106'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0556 ***********************************************************************
 MG0556  DESIGNATION -  20
 MG0556  PID         -  MG0556
 MG0556  STATE/COUNTY-  IA/JOHNSON
 MG0556  USGS QUAD   -  SWISHER (1994)
 MG0556
 MG0556                         *CURRENT SURVEY CONTROL
 MG0556  ___________________________________________________________________
 MG0556* NAD 83(1986)-  41 48 13.     (N)    091 38 33.     (W)     SCALED    
 MG0556* NAVD 88     -       233.718  (meters)     766.79   (feet)  ADJUSTED  
 MG0556  ___________________________________________________________________
 MG0556  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 MG0556  DYNAMIC HT  -         233.628 (meters)     766.49  (feet)  COMP
 MG0556  MODELED GRAV-     980,234.6   (mgal)                       NAVD 88
 MG0556
 MG0556  VERT ORDER  -  FIRST     CLASS II
 MG0556
 MG0556.The horizontal coordinates were scaled from a topographic map and have
 MG0556.an estimated accuracy of +/- 6 seconds.
 MG0556
 MG0556.The orthometric height was determined by differential leveling
 MG0556.and adjusted by the National Geodetic Survey in July 2002..
 MG0556
 MG0556.The geoid height was determined by GEOID03.
 MG0556
 MG0556.The dynamic height is computed by dividing the NAVD 88
 MG0556.geopotential number by the normal gravity value computed on the
 MG0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0556.degrees latitude (g = 980.6199 gals.).
 MG0556
 MG0556.The modeled gravity was interpolated from observed gravity values.
 MG0556
 MG0556;                    North         East    Units  Estimated Accuracy
 MG0556;SPC IA S     -   201,940.      654,360.      MT  (+/- 180 meters Scaled)
 MG0556
 MG0556                          SUPERSEDED SURVEY CONTROL
 MG0556
 MG0556  NAVD 88 (06/15/91)  233.742  (m)          766.87   (f) UNKNOWN     1 2
 MG0556  NGVD 29 (??/??/92)  233.77   (m)          767.0    (f) COMPUTED    1 2
 MG0556
 MG0556.Superseded values are not recommended for survey control.
 MG0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0556.See file dsdata.txt to determine how the superseded data were derived.
 MG0556
 MG0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG127288(NAD 83)
 MG0556_MARKER: Z = SEE DESCRIPTION
 MG0556_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MG0556_SP_SET: CULVERT HEADWALL
 MG0556_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0556+STABILITY: SURFACE MOTION
 MG0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0556+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1998
 MG0556
 MG0556  HISTORY     - Date     Condition        Report By
 MG0556  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0556  HISTORY     - 1935     GOOD             IAGS
 MG0556  HISTORY     - 19980108 GOOD             NGS
 MG0556
 MG0556                          STATION DESCRIPTION
 MG0556
 MG0556'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0556'0.3 MI SE FROM CURTIS.
 MG0556'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 218 FROM THE IOWA RIVER BRIDGE
 MG0556'AT CURTIS, JOHNSON COUNTY, AT PAVEMENT STATION 591+96, AT A 24-INCH
 MG0556'TILE CULVERT, IN THE TOP OF THE NORTHEAST HEAD WALL, AND 21 FEET
 MG0556'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A REINFORCING BAR.
 MG0556
 MG0556                          STATION RECOVERY (1998)
 MG0556
 MG0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0556'1.3 KM (0.80 MI) NORTHWESTERLY ALONG NORTH DUBUQUE STREET FROM THE
 MG0556'POST OFFICE IN NORTH LIBERTY, THENCE 5.3 KM (3.30 MI) NORTHERLY ALONG
 MG0556'STATE HIGHWAY 965, THENCE 0.7 KM (0.45 MI) NORTHEASTERLY ALONG CURTIS
 MG0556'BRIDGE ROAD, A REBAR NEAR THE CENTER OF THE EAST CONCRETE HEADWALL OF
 MG0556'A CULVERT UNDER THE ROAD, 48.2 M (158.1 FT) SOUTH OF THE CENTER OF A
 MG0556'DRIVEWAY LEADING TO 1810 CURTIS BRIDGE ROAD, 14.0 M (45.9 FT) NORTH OF
 MG0556'THE CENTER OF A FIELD ENTRANCE, 6.5 M (21.3 FT) EAST OF THE ROAD
 MG0556'CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, AND 0.5 M (1.6
 MG0556'FT) NORTH OF THE SOUTH END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1667 ***********************************************************************
 NM1667  DESIGNATION -  20
 NM1667  PID         -  NM1667
 NM1667  STATE/COUNTY-  IA/MONONA
 NM1667  USGS QUAD   -  ALBATON (1969)
 NM1667
 NM1667                         *CURRENT SURVEY CONTROL
 NM1667  ___________________________________________________________________
 NM1667* NAD 83(1996)-  42 07 52.99120(N)    096 15 08.50221(W)     ADJUSTED  
 NM1667* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 NM1667  ___________________________________________________________________
 NM1667  LAPLACE CORR-          -7.22  (seconds)                    DEFLEC99
 NM1667  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 NM1667
 NM1667  HORZ ORDER  -  SECOND
 NM1667
 NM1667.The horizontal coordinates were established by classical geodetic methods
 NM1667.and adjusted by the National Geodetic Survey in May 1999..
 NM1667
 NM1667.The orthometric height was scaled from a topographic map.
 NM1667
 NM1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1667
 NM1667.The geoid height was determined by GEOID03.
 NM1667
 NM1667;                    North         East     Units Scale Factor Converg.
 NM1667;SPC IA N     - 1,073,836.211 1,272,477.155   MT  0.99998888   -1 51 55.4
 NM1667;SPC NE       -   261,859.960   809,670.822   MT  0.99971814   +2 29 00.8
 NM1667;UTM  14      - 4,668,018.353   727,093.020   MT  1.00023461   +1 50 38.4
 NM1667
 NM1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1667!SPC IA N     -   0.99995270  x   0.99998888  =   0.99994158
 NM1667!SPC NE       -   0.99995270  x   0.99971814  =   0.99967085
 NM1667!UTM  14      -   0.99995270  x   1.00023461  =   1.00018729
 NM1667
 NM1667                          SUPERSEDED SURVEY CONTROL
 NM1667
 NM1667  NAD 83(1996)-  42 07 52.99115(N)    096 15 08.50220(W) AD(       ) 2
 NM1667  NAD 83(1996)-  42 07 52.99202(N)    096 15 08.50232(W) AD(       ) 2
 NM1667  NAD 83(1986)-  42 07 52.99140(N)    096 15 08.49928(W) AD(       ) 2
 NM1667  NAD 27      -  42 07 53.03100(N)    096 15 07.40900(W) AD(       ) 2
 NM1667
 NM1667.Superseded values are not recommended for survey control.
 NM1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1667.See file dsdata.txt to determine how the superseded data were derived.
 NM1667
 NM1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2709368018(NAD 83)
 NM1667_MARKER: DD = SURVEY DISK
 NM1667_SETTING: 0 = UNSPECIFIED SETTING
 NM1667
 NM1667  HISTORY     - Date     Condition        Report By
 NM1667  HISTORY     - 1948     MONUMENTED       IOWAGS
 NM1667
 NM1667                          STATION DESCRIPTION
 NM1667
 NM1667'DESCRIBED BY IOWA GEODETIC SURVEY 1948 (MEW)
 NM1667'THE STATION IS LOCATED ABOUT 5 MILES WEST OF WHITING AND JUST
 NM1667'NORTH OF A T-INTERSECTION OF ROADS.  ABOUT 40 FEET WEST OF
 NM1667'THE APPROXIMATE CENTERLINE OF THE NORTH-SOUTH ROAD, 14 FEET
 NM1667'NORTH OF THE CORNER POST AT THE T-INTERSECTION OF FENCES AND
 NM1667'ABOUT 2 FEET NORTH OF THE AZIMUTH MARK FOR TRIANGULATION
 NM1667'STATION FAIRVIEW.  THE MARK IS A 4 INCH CONCRETE POST WHICH
 NM1667'IS FLUSH WITH THE GROUND, WITH A STANDARD USC AND GS AND STATE
 NM1667'SURVEY DISK SET IN THE TOP.  THE DISK IS NUMBERED 20-FEET-67.
 NM1667'
 NM1667'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 NM1667'FAIRVIEW AND THE DISTANCE IS AS FOLLOWS--407.234 METERS (1336.07
 NM1667'FEET)
 NM1667'
 NM1667'TO REACH FROM THE MAIN INTERSECTION IN WHITING, GO WEST ON A
 NM1667'SURFACED ROAD, TURNING TO GRAVEL, FOR 4.7 MILES TO THE
 NM1667'T-INTERSECTION OF ROADS MENTIONED ABOVE AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0320 ***********************************************************************
 MH0320  DESIGNATION -  20 27
 MH0320  PID         -  MH0320
 MH0320  STATE/COUNTY-  IA/CLARKE
 MH0320  USGS QUAD   -  OSCEOLA (1983)
 MH0320
 MH0320                         *CURRENT SURVEY CONTROL
 MH0320  ___________________________________________________________________
 MH0320* NAD 83(1986)-  41 00 14.     (N)    093 46 11.     (W)     SCALED    
 MH0320* NAVD 88     -       349.619  (meters)    1147.04   (feet)  ADJUSTED  
 MH0320  ___________________________________________________________________
 MH0320  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 MH0320  DYNAMIC HT  -         349.453 (meters)    1146.50  (feet)  COMP
 MH0320  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 MH0320
 MH0320  VERT ORDER  -  SECOND    CLASS 0
 MH0320
 MH0320.The horizontal coordinates were scaled from a topographic map and have
 MH0320.an estimated accuracy of +/- 6 seconds.
 MH0320
 MH0320.The orthometric height was determined by differential leveling
 MH0320.and adjusted by the National Geodetic Survey in June 1991..
 MH0320
 MH0320.The geoid height was determined by GEOID03.
 MH0320
 MH0320.The dynamic height is computed by dividing the NAVD 88
 MH0320.geopotential number by the normal gravity value computed on the
 MH0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0320.degrees latitude (g = 980.6199 gals.).
 MH0320
 MH0320.The modeled gravity was interpolated from observed gravity values.
 MH0320
 MH0320;                    North         East    Units  Estimated Accuracy
 MH0320;SPC IA S     -   111,520.      477,310.      MT  (+/- 180 meters Scaled)
 MH0320
 MH0320                          SUPERSEDED SURVEY CONTROL
 MH0320
 MH0320  NGVD 29 (??/??/92)  349.532  (m)         1146.76   (f) ADJ UNCH    2 0
 MH0320
 MH0320.Superseded values are not recommended for survey control.
 MH0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0320.See file dsdata.txt to determine how the superseded data were derived.
 MH0320
 MH0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF352394(NAD 83)
 MH0320_MARKER: DD = SURVEY DISK
 MH0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0320_STAMPING: 20-27
 MH0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0320+STABILITY: SURFACE MOTION
 MH0320
 MH0320  HISTORY     - Date     Condition        Report By
 MH0320  HISTORY     - UNK      MONUMENTED       IAGS
 MH0320  HISTORY     - 1935     GOOD             NGS
 MH0320
 MH0320                          STATION DESCRIPTION
 MH0320
 MH0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MH0320'2 MI S FROM OSCEOLA.
 MH0320'2.0 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE INTERSECTION OF
 MH0320'U.S. HIGHWAY 34 AT OSCEOLA, CLARKE COUNTY, 790 NORTH OF A SOUTH
 MH0320'SECTION LINE, AND 55 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 MH0320'SCHOOLHOUSE.  A STATE SURVEY STANDARD DISK, STAMPED 20-27 AND SET
 MH0320'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0411 ***********************************************************************
 LE0411  DESIGNATION -  20 32
 LE0411  PID         -  LE0411
 LE0411  STATE/COUNTY-  IA/CLARKE
 LE0411  USGS QUAD   -  LACELLE (1981)
 LE0411
 LE0411                         *CURRENT SURVEY CONTROL
 LE0411  ___________________________________________________________________
 LE0411* NAD 83(1986)-  40 56 42.     (N)    093 46 05.     (W)     SCALED    
 LE0411* NAVD 88     -       351.909  (meters)    1154.55   (feet)  ADJUSTED  
 LE0411  ___________________________________________________________________
 LE0411  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 LE0411  DYNAMIC HT  -         351.741 (meters)    1154.00  (feet)  COMP
 LE0411  MODELED GRAV-     980,136.7   (mgal)                       NAVD 88
 LE0411
 LE0411  VERT ORDER  -  SECOND    CLASS 0
 LE0411
 LE0411.The horizontal coordinates were scaled from a topographic map and have
 LE0411.an estimated accuracy of +/- 6 seconds.
 LE0411
 LE0411.The orthometric height was determined by differential leveling
 LE0411.and adjusted by the National Geodetic Survey in June 1991..
 LE0411
 LE0411.The geoid height was determined by GEOID03.
 LE0411
 LE0411.The dynamic height is computed by dividing the NAVD 88
 LE0411.geopotential number by the normal gravity value computed on the
 LE0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0411.degrees latitude (g = 980.6199 gals.).
 LE0411
 LE0411.The modeled gravity was interpolated from observed gravity values.
 LE0411
 LE0411;                    North         East    Units  Estimated Accuracy
 LE0411;SPC IA S     -   104,980.      477,430.      MT  (+/- 180 meters Scaled)
 LE0411
 LE0411                          SUPERSEDED SURVEY CONTROL
 LE0411
 LE0411  NGVD 29 (??/??/92)  351.822  (m)         1154.27   (f) ADJ UNCH    2 0
 LE0411
 LE0411.Superseded values are not recommended for survey control.
 LE0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0411.See file dsdata.txt to determine how the superseded data were derived.
 LE0411
 LE0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF353329(NAD 83)
 LE0411_MARKER: DD = SURVEY DISK
 LE0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0411_STAMPING: 20-32
 LE0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0411+STABILITY: SURFACE MOTION
 LE0411
 LE0411  HISTORY     - Date     Condition        Report By
 LE0411  HISTORY     - UNK      MONUMENTED       IOWAGS
 LE0411  HISTORY     - 1935     GOOD             NGS
 LE0411
 LE0411                          STATION DESCRIPTION
 LE0411
 LE0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0411'6.1 MI S FROM OSCEOLA.
 LE0411'6.1 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE INTERSECTION
 LE0411'OF U.S. HIGHWAY 34 AT OSCEOLA, CLARKE COUNTY, AT HIGHWAY STATION
 LE0411'722, 27 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET
 LE0411'NORTH OF THE CENTER OF A GATEWAY, AND 4 FEET EAST OF A FENCE
 LE0411'LINE.  A STATE SURVEY STANDARD DISK, STAMPED 20-32 AND SET IN
 LE0411'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0409 ***********************************************************************
 LE0409  DESIGNATION -  20 34
 LE0409  PID         -  LE0409
 LE0409  STATE/COUNTY-  IA/CLARKE
 LE0409  USGS QUAD   -  LACELLE (1981)
 LE0409
 LE0409                         *CURRENT SURVEY CONTROL
 LE0409  ___________________________________________________________________
 LE0409* NAD 83(1986)-  40 54 43.     (N)    093 46 02.     (W)     SCALED    
 LE0409* NAVD 88     -       352.819  (meters)    1157.54   (feet)  ADJUSTED  
 LE0409  ___________________________________________________________________
 LE0409  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 LE0409  DYNAMIC HT  -         352.650 (meters)    1156.99  (feet)  COMP
 LE0409  MODELED GRAV-     980,135.6   (mgal)                       NAVD 88
 LE0409
 LE0409  VERT ORDER  -  SECOND    CLASS 0
 LE0409
 LE0409.The horizontal coordinates were scaled from a topographic map and have
 LE0409.an estimated accuracy of +/- 6 seconds.
 LE0409
 LE0409.The orthometric height was determined by differential leveling
 LE0409.and adjusted by the National Geodetic Survey in June 1991..
 LE0409
 LE0409.The geoid height was determined by GEOID03.
 LE0409
 LE0409.The dynamic height is computed by dividing the NAVD 88
 LE0409.geopotential number by the normal gravity value computed on the
 LE0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0409.degrees latitude (g = 980.6199 gals.).
 LE0409
 LE0409.The modeled gravity was interpolated from observed gravity values.
 LE0409
 LE0409;                    North         East    Units  Estimated Accuracy
 LE0409;SPC IA S     -   101,300.      477,490.      MT  (+/- 180 meters Scaled)
 LE0409
 LE0409                          SUPERSEDED SURVEY CONTROL
 LE0409
 LE0409  NGVD 29 (??/??/92)  352.733  (m)         1157.26   (f) ADJ UNCH    2 0
 LE0409
 LE0409.Superseded values are not recommended for survey control.
 LE0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0409.See file dsdata.txt to determine how the superseded data were derived.
 LE0409
 LE0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF353292(NAD 83)
 LE0409_MARKER: DD = SURVEY DISK
 LE0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0409_STAMPING: 20-34
 LE0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0409+STABILITY: SURFACE MOTION
 LE0409
 LE0409  HISTORY     - Date     Condition        Report By
 LE0409  HISTORY     - UNK      MONUMENTED       IOWAGS
 LE0409  HISTORY     - 1935     GOOD             NGS
 LE0409
 LE0409                          STATION DESCRIPTION
 LE0409
 LE0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0409'8.4 MI S FROM OSCEOLA.
 LE0409'8.4 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE INTERSECTION
 LE0409'OF U.S. HIGHWAY 34 AT OSCEOLA, CLARKE COUNTY, 0.8 MILE NORTH
 LE0409'OF THE JUNCTION OF STATE HIGHWAY 266, 30 FEET WEST OF HIGHWAY
 LE0409'STATION 602, 3 FEET EAST OF A FENCE LINE, AND ABOUT 1 FOOT
 LE0409'BELOW THE GROUND.  A STATE SURVEY STANDARD DISK, STAMPED 20-34
 LE0409'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2154 ***********************************************************************
 AE2154  CBN         -  This is a Cooperative Base Network Control Station.
 AE2154  DESIGNATION -  20 ADP
 AE2154  PID         -  AE2154
 AE2154  STATE/COUNTY-  IA/WARREN
 AE2154  USGS QUAD   -  CUMMING (1972)
 AE2154
 AE2154                         *CURRENT SURVEY CONTROL
 AE2154  ___________________________________________________________________
 AE2154* NAD 83(1996)-  41 23 18.58550(N)    093 47 10.01482(W)     ADJUSTED  
 AE2154* NAVD 88     -       308.9    (meters)    1013.     (feet)  GPS OBS   
 AE2154  ___________________________________________________________________
 AE2154  X           -    -316,451.113 (meters)                     COMP
 AE2154  Y           -  -4,781,923.887 (meters)                     COMP
 AE2154  Z           -   4,195,072.925 (meters)                     COMP
 AE2154  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 AE2154  ELLIP HEIGHT-         277.77  (meters)          (06/15/04) GPS OBS
 AE2154  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 AE2154
 AE2154  HORZ ORDER  -  B
 AE2154  ELLP ORDER  -  FOURTH    CLASS I
 AE2154
 AE2154.The horizontal coordinates were established by GPS observations
 AE2154.and adjusted by the National Geodetic Survey in August 1997..
 AE2154
 AE2154.The orthometric height was determined by GPS observations and a
 AE2154.high-resolution geoid model.
 AE2154
 AE2154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2154
 AE2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2154
 AE2154.The ellipsoidal height was determined by GPS observations
 AE2154.and is referenced to NAD 83.
 AE2154
 AE2154.The geoid height was determined by GEOID03.
 AE2154
 AE2154;                    North         East     Units Scale Factor Converg.
 AE2154;SPC IA S     -   154,230.830   476,070.693   MT  0.99995372   -0 11 18.5
 AE2154;UTM  15      - 4,582,183.371   434,275.964   MT  0.99965316   -0 31 11.2
 AE2154
 AE2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2154!SPC IA S     -   0.99995643  x   0.99995372  =   0.99991015
 AE2154!UTM  15      -   0.99995643  x   0.99965316  =   0.99960961
 AE2154
 AE2154                          SUPERSEDED SURVEY CONTROL
 AE2154
 AE2154  ELLIP H (08/25/97)  277.82   (m)                       GP(       ) 4 1
 AE2154
 AE2154.Superseded values are not recommended for survey control.
 AE2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2154.See file dsdata.txt to determine how the superseded data were derived.
 AE2154
 AE2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF3427682183(NAD 83)
 AE2154_MARKER: DB = BENCH MARK DISK
 AE2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2154_STAMPING: 20 ADP 1950
 AE2154_MARK LOGO: USGS  
 AE2154_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2154+STABILITY: SURFACE MOTION
 AE2154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2154+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE2154
 AE2154  HISTORY     - Date     Condition        Report By
 AE2154  HISTORY     - 1950     MONUMENTED       USGS
 AE2154  HISTORY     - 1996     GOOD             IADT
 AE2154
 AE2154                          STATION DESCRIPTION
 AE2154
 AE2154'DESCRIBED BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 AE2154'DESCRIBED BY SRM OF IOWA DEPARTMENT OF TRANSPORTATION 1996.  TO REACH
 AE2154'THE STATION FROM THE INTERSECTION OF IOWA HIGHWAY 92 AND NW 97TH
 AE2154'STREET (THE WARREN-MADISON COUNTY LINE) IN THE TOWN OF BEVINGTON, GO
 AE2154'NORTH ON NW 97TH ST (COUNTY LINE ROAD) FOR 3.1 KM (1.90 MI) TO NW 30TH
 AE2154'AVENUE.  TURN RIGHT AND GO EAST ON NW 30TH AVE FOR 0.35 KM (0.20 MI)
 AE2154'TO THE STATION ON THE LEFT (NORTH SIDE OF ROAD) .  THE MONUMENT IS A
 AE2154'CONCRETE POST WITH A STANDARD BRASS TABLET OF THE USGS VARIETY AND IS
 AE2154'STAMPED -20 ADP 1950-.  IT IS NEAR THE CENTER OF THE WEST HALF OF
 AE2154'SECTION 8, T-76-N AND R-25-W, AND IS 250 FT (76.2 M) WEST OF A FIELD
 AE2154'ENTRANCE NORTH AND 32 FT (9.8 M) NORTH AND LEVEL WITH THE GRAVEL ROAD
 AE2154'SURFACE.  A PINK STATE HARN SURVEY SIGN WAS SET 0.6 M (2.0 FT) NORTH
 AE2154'OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0279 ***********************************************************************
 MJ0279  DESIGNATION -  201 RESET
 MJ0279  PID         -  MJ0279
 MJ0279  STATE/COUNTY-  IA/SHELBY
 MJ0279  USGS QUAD   -  JACKSONVILLE (1978)
 MJ0279
 MJ0279                         *CURRENT SURVEY CONTROL
 MJ0279  ___________________________________________________________________
 MJ0279* NAD 83(1986)-  41 43 58.     (N)    095 13 41.     (W)     SCALED    
 MJ0279* NAVD 88     -       420.39   (meters)    1379.2    (feet)  RESET     
 MJ0279  ___________________________________________________________________
 MJ0279  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 MJ0279
 MJ0279  VERT ORDER  -  THIRD
 MJ0279
 MJ0279.The horizontal coordinates were scaled from a topographic map and have
 MJ0279.an estimated accuracy of +/- 6 seconds.
 MJ0279
 MJ0279.The orthometric height was computed from unverified reset data.
 MJ0279
 MJ0279.The geoid height was determined by GEOID03.
 MJ0279
 MJ0279;                    North         East    Units  Estimated Accuracy
 MJ0279;SPC IA S     -   193,860.      356,240.      MT  (+/- 180 meters Scaled)
 MJ0279
 MJ0279                          SUPERSEDED SURVEY CONTROL
 MJ0279
 MJ0279.No superseded survey control is available for this station.
 MJ0279
 MJ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG147225(NAD 83)
 MJ0279_MARKER: DD = SURVEY DISK
 MJ0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0279_STAMPING: 201 RESET 1969
 MJ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0279+STABILITY: SURFACE MOTION
 MJ0279
 MJ0279  HISTORY     - Date     Condition        Report By
 MJ0279  HISTORY     - 1969     MONUMENTED       IA-165
 MJ0279  HISTORY     - 1973     GOOD             NGS
 MJ0279
 MJ0279                          STATION DESCRIPTION
 MJ0279
 MJ0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MJ0279'4.9 MI S FROM IRWIN.
 MJ0279'ABOUT 4.9 MILES SOUTH ALONG COUNTY ROAD M 47 FROM THE JUNCTION
 MJ0279'OF STATE HIGHWAY 268 AT IRWIN, ON THE TOP OF A CUT BANK JUST
 MJ0279'SOUTH OF THE SUMMIT OF A HILL, 80.0 NORTH OF THE CENTER LINE
 MJ0279'OF A PRIVATE ROAD LEADING EAST, 59.0 FEET EAST OF THE CENTER
 MJ0279'LINE OF THE ROAD (SLOPING MEASUREMENT), 109.60 FEET NORTH OF A
 MJ0279'POWER POLE AT THE WEST END OF AN EAST-WEST FENCE, 1.0 FEET WEST
 MJ0279'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 MJ0279'THE GROUND.  IT IS STAMPED 201.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0557 ***********************************************************************
 MG0557  DESIGNATION -  21
 MG0557  PID         -  MG0557
 MG0557  STATE/COUNTY-  IA/JOHNSON
 MG0557  USGS QUAD   -  SWISHER (1994)
 MG0557
 MG0557                         *CURRENT SURVEY CONTROL
 MG0557  ___________________________________________________________________
 MG0557* NAD 83(1986)-  41 48 53.     (N)    091 38 44.     (W)     SCALED    
 MG0557* NAVD 88     -       209.615  (meters)     687.71   (feet)  ADJUSTED  
 MG0557  ___________________________________________________________________
 MG0557  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 MG0557  DYNAMIC HT  -         209.535 (meters)     687.45  (feet)  COMP
 MG0557  MODELED GRAV-     980,235.0   (mgal)                       NAVD 88
 MG0557
 MG0557  VERT ORDER  -  FIRST     CLASS II
 MG0557
 MG0557.The horizontal coordinates were scaled from a topographic map and have
 MG0557.an estimated accuracy of +/- 6 seconds.
 MG0557
 MG0557.The orthometric height was determined by differential leveling
 MG0557.and adjusted by the National Geodetic Survey in June 1991..
 MG0557
 MG0557.The geoid height was determined by GEOID03.
 MG0557
 MG0557.The dynamic height is computed by dividing the NAVD 88
 MG0557.geopotential number by the normal gravity value computed on the
 MG0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0557.degrees latitude (g = 980.6199 gals.).
 MG0557
 MG0557.The modeled gravity was interpolated from observed gravity values.
 MG0557
 MG0557;                    North         East    Units  Estimated Accuracy
 MG0557;SPC IA S     -   203,170.      654,080.      MT  (+/- 180 meters Scaled)
 MG0557
 MG0557                          SUPERSEDED SURVEY CONTROL
 MG0557
 MG0557  NGVD 29 (??/??/92)  209.64   (m)          687.8    (f) COMPUTED    1 2
 MG0557
 MG0557.Superseded values are not recommended for survey control.
 MG0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0557.See file dsdata.txt to determine how the superseded data were derived.
 MG0557
 MG0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG124300(NAD 83)
 MG0557_MARKER: Z = SEE DESCRIPTION
 MG0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0557_SP_SET: BRIDGE
 MG0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0557
 MG0557  HISTORY     - Date     Condition        Report By
 MG0557  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0557  HISTORY     - 1935     GOOD             IAGS
 MG0557  HISTORY     - 1966     MARK NOT FOUND   USGS
 MG0557  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0557
 MG0557                          STATION DESCRIPTION
 MG0557
 MG0557'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0557'0.5 MI N FROM CURTIS.
 MG0557'0.5 MILE NORTH ALONG U.S. HIGHWAY 218 FROM THE IOWA RIVER BRIDGE
 MG0557'AT CURTIS, JOHNSON COUNTY, AT PAVEMENT STATION 633+30, AT A 40-FOOT
 MG0557'CONCRETE BRIDGE, AND IN THE SOUTH END OF THE EAST HANDRAIL.  A
 MG0557'REINFORCING BAR.
 MG0557
 MG0557                          STATION RECOVERY (1966)
 MG0557
 MG0557'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MG0557'MARK NOT FOUND.
 MG0557
 MG0557                          STATION RECOVERY (1998)
 MG0557
 MG0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0557'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0558 ***********************************************************************
 MG0558  DESIGNATION -  22
 MG0558  PID         -  MG0558
 MG0558  STATE/COUNTY-  IA/JOHNSON
 MG0558  USGS QUAD   -  SWISHER (1994)
 MG0558
 MG0558                         *CURRENT SURVEY CONTROL
 MG0558  ___________________________________________________________________
 MG0558* NAD 83(1986)-  41 49 18.     (N)    091 38 43.     (W)     SCALED    
 MG0558* NAVD 88     -       255.050  (meters)     836.78   (feet)  ADJUSTED  
 MG0558  ___________________________________________________________________
 MG0558  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 MG0558  DYNAMIC HT  -         254.953 (meters)     836.46  (feet)  COMP
 MG0558  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 MG0558
 MG0558  VERT ORDER  -  FIRST     CLASS II
 MG0558
 MG0558.The horizontal coordinates were scaled from a topographic map and have
 MG0558.an estimated accuracy of +/- 6 seconds.
 MG0558
 MG0558.The orthometric height was determined by differential leveling
 MG0558.and adjusted by the National Geodetic Survey in June 1991..
 MG0558
 MG0558.The geoid height was determined by GEOID03.
 MG0558
 MG0558.The dynamic height is computed by dividing the NAVD 88
 MG0558.geopotential number by the normal gravity value computed on the
 MG0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0558.degrees latitude (g = 980.6199 gals.).
 MG0558
 MG0558.The modeled gravity was interpolated from observed gravity values.
 MG0558
 MG0558;                    North         East    Units  Estimated Accuracy
 MG0558;SPC IA S     -   203,940.      654,080.      MT  (+/- 180 meters Scaled)
 MG0558
 MG0558                          SUPERSEDED SURVEY CONTROL
 MG0558
 MG0558  NGVD 29 (??/??/92)  255.08   (m)          836.9    (f) COMPUTED    1 2
 MG0558
 MG0558.Superseded values are not recommended for survey control.
 MG0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0558.See file dsdata.txt to determine how the superseded data were derived.
 MG0558
 MG0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG125308(NAD 83)
 MG0558_MARKER: Z = SEE DESCRIPTION
 MG0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0558_SP_SET: CULVERT
 MG0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0558
 MG0558  HISTORY     - Date     Condition        Report By
 MG0558  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0558  HISTORY     - 1935     GOOD             IAGS
 MG0558  HISTORY     - 1966     MARK NOT FOUND   USGS
 MG0558  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0558
 MG0558                          STATION DESCRIPTION
 MG0558
 MG0558'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0558'1.3 MI N FROM CURTIS.
 MG0558'1.3 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE IOWA RIVER BRIDGE
 MG0558'AT CURTIS, JOHNSON COUNTY, AT PAVEMENT STATION 674+89, AT AN
 MG0558'18-INCH TILE CULVERT, IN THE TOP OF THE SOUTH HEAD WALL, AND 16
 MG0558'FEET SOUTH OF THE CENTERLINE OF THE PAVEMENT.  NOTE-- THE CHARACTER
 MG0558'OF THIS BENCH MARK IS UNKNOWN, BUT IS PROBABLY A REINFORCING
 MG0558'BAR OR A BOLT.
 MG0558
 MG0558                          STATION RECOVERY (1966)
 MG0558
 MG0558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MG0558'MARK NOT FOUND.
 MG0558
 MG0558                          STATION RECOVERY (1998)
 MG0558
 MG0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0558'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0435 ***********************************************************************
 NJ0435  DESIGNATION -  22 2
 NJ0435  PID         -  NJ0435
 NJ0435  STATE/COUNTY-  IA/CLAYTON
 NJ0435  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0435
 NJ0435                         *CURRENT SURVEY CONTROL
 NJ0435  ___________________________________________________________________
 NJ0435* NAD 83(1986)-  42 38 47.     (N)    091 04 25.     (W)     SCALED    
 NJ0435* NAVD 88     -       364.694  (meters)    1196.50   (feet)  ADJUSTED  
 NJ0435  ___________________________________________________________________
 NJ0435  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 NJ0435  DYNAMIC HT  -         364.587 (meters)    1196.15  (feet)  COMP
 NJ0435  MODELED GRAV-     980,317.5   (mgal)                       NAVD 88
 NJ0435
 NJ0435  VERT ORDER  -  FIRST     CLASS I
 NJ0435
 NJ0435.The horizontal coordinates were scaled from a topographic map and have
 NJ0435.an estimated accuracy of +/- 6 seconds.
 NJ0435
 NJ0435.The orthometric height was determined by differential leveling
 NJ0435.and adjusted by the National Geodetic Survey in June 1991..
 NJ0435
 NJ0435.The geoid height was determined by GEOID03.
 NJ0435
 NJ0435.The dynamic height is computed by dividing the NAVD 88
 NJ0435.geopotential number by the normal gravity value computed on the
 NJ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0435.degrees latitude (g = 980.6199 gals.).
 NJ0435
 NJ0435.The modeled gravity was interpolated from observed gravity values.
 NJ0435
 NJ0435;                    North         East    Units  Estimated Accuracy
 NJ0435;SPC IA N     - 1,130,190.    1,698,940.      MT  (+/- 180 meters Scaled)
 NJ0435
 NJ0435                          SUPERSEDED SURVEY CONTROL
 NJ0435
 NJ0435  NGVD 29 (??/??/92)  364.737  (m)         1196.64   (f) ADJ UNCH    1 1
 NJ0435
 NJ0435.Superseded values are not recommended for survey control.
 NJ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0435.See file dsdata.txt to determine how the superseded data were derived.
 NJ0435
 NJ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH579233(NAD 83)
 NJ0435_MARKER: DD = SURVEY DISK
 NJ0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0435_STAMPING: 22-2
 NJ0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0435+STABILITY: SURFACE MOTION
 NJ0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0435+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 NJ0435
 NJ0435  HISTORY     - Date     Condition        Report By
 NJ0435  HISTORY     - UNK      MONUMENTED       IOWAGS
 NJ0435  HISTORY     - 1970     GOOD             NGS
 NJ0435  HISTORY     - 19980725 GOOD             USPSQD
 NJ0435  HISTORY     - 20020520 GOOD             AERSVC
 NJ0435
 NJ0435                          STATION DESCRIPTION
 NJ0435
 NJ0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0435'3.1 MI N FROM LUXEMBURG.
 NJ0435'ABOUT 3.1 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE HOLY TRINITY
 NJ0435'CHURCH AT LUXEMBURG, 36 FEET EAST OF THE CENTER LINE OF THE
 NJ0435'HIGHWAY, 36 FEET NORTH OF THE EXTENDED CENTER LINE OF A GRAVELED
 NJ0435'ROAD WHICH IS THE CLAYTON-DUBUQUE COUNTY LINE AND WHICH LEADS
 NJ0435'WEST, 105.8 FEET SOUTH OF A POWER POLE WHICH IS BRACED BY THREE
 NJ0435'GUY WIRES, 3.8 FEET NORTHEAST OF A METAL HIGHWAY RIGHT-OF-WAY
 NJ0435'MARKER, 0.6 FOOT EAST OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS
 NJ0435'POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 NJ0435'OF A CONCRETE POST WHICH PROJECTS 6 INCHES.  SECTION 34, T 91N,
 NJ0435'R 2W
 NJ0435
 NJ0435                          STATION RECOVERY (1998)
 NJ0435
 NJ0435'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0435'RECOVERED IN GOOD CONDITION.
 NJ0435
 NJ0435                          STATION RECOVERY (2002)
 NJ0435
 NJ0435'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2002 (KZ)
 NJ0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0559 ***********************************************************************
 MG0559  DESIGNATION -  23
 MG0559  PID         -  MG0559
 MG0559  STATE/COUNTY-  IA/JOHNSON
 MG0559  USGS QUAD   -  SWISHER (1994)
 MG0559
 MG0559                         *CURRENT SURVEY CONTROL
 MG0559  ___________________________________________________________________
 MG0559* NAD 83(1986)-  41 49 44.     (N)    091 38 11.     (W)     SCALED    
 MG0559* NAVD 88     -       256.887  (meters)     842.80   (feet)  ADJUSTED  
 MG0559  ___________________________________________________________________
 MG0559  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 MG0559  DYNAMIC HT  -         256.790 (meters)     842.49  (feet)  COMP
 MG0559  MODELED GRAV-     980,236.0   (mgal)                       NAVD 88
 MG0559
 MG0559  VERT ORDER  -  FIRST     CLASS II
 MG0559
 MG0559.The horizontal coordinates were scaled from a topographic map and have
 MG0559.an estimated accuracy of +/- 6 seconds.
 MG0559
 MG0559.The orthometric height was determined by differential leveling
 MG0559.and adjusted by the National Geodetic Survey in June 1991..
 MG0559
 MG0559.The geoid height was determined by GEOID03.
 MG0559
 MG0559.The dynamic height is computed by dividing the NAVD 88
 MG0559.geopotential number by the normal gravity value computed on the
 MG0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0559.degrees latitude (g = 980.6199 gals.).
 MG0559
 MG0559.The modeled gravity was interpolated from observed gravity values.
 MG0559
 MG0559;                    North         East    Units  Estimated Accuracy
 MG0559;SPC IA S     -   204,760.      654,800.      MT  (+/- 180 meters Scaled)
 MG0559
 MG0559                          SUPERSEDED SURVEY CONTROL
 MG0559
 MG0559  NGVD 29 (??/??/92)  256.92   (m)          842.9    (f) COMPUTED    1 2
 MG0559
 MG0559.Superseded values are not recommended for survey control.
 MG0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0559.See file dsdata.txt to determine how the superseded data were derived.
 MG0559
 MG0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG132316(NAD 83)
 MG0559_MARKER: B = BOLT
 MG0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0559_SP_SET: CULVERT
 MG0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0559
 MG0559  HISTORY     - Date     Condition        Report By
 MG0559  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0559  HISTORY     - 1935     GOOD             IAGS
 MG0559  HISTORY     - 1966     MARK NOT FOUND   USGS
 MG0559  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0559
 MG0559                          STATION DESCRIPTION
 MG0559
 MG0559'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0559'2 MI N FROM CURTIS.
 MG0559'2 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE IOWA RIVER BRIDGE
 MG0559'AT CURTIS, JOHNSON COUNTY, AT PAVEMENT STATION 708+48, AT A 24-INCH
 MG0559'TILE CULVERT, AND IN THE TOP OF THE EAST HEAD WALL.  A BOLT.
 MG0559
 MG0559                          STATION RECOVERY (1966)
 MG0559
 MG0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MG0559'MARK NOT FOUND.
 MG0559
 MG0559                          STATION RECOVERY (1998)
 MG0559
 MG0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0559'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8058 ***********************************************************************
 AE8058  DESIGNATION -  2313 G 1
 AE8058  PID         -  AE8058
 AE8058  STATE/COUNTY-  IA/HOWARD
 AE8058  USGS QUAD   -  LIME SPRINGS (1981)
 AE8058
 AE8058                         *CURRENT SURVEY CONTROL
 AE8058  ___________________________________________________________________
 AE8058* NAD 83(1986)-  43 29 17.     (N)    092 21 54.     (W)     SCALED    
 AE8058* NAVD 88     -       375.719  (meters)    1232.67   (feet)  ADJUSTED  
 AE8058  ___________________________________________________________________
 AE8058  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 AE8058  DYNAMIC HT  -         375.624 (meters)    1232.36  (feet)  COMP
 AE8058  MODELED GRAV-     980,356.4   (mgal)                       NAVD 88
 AE8058
 AE8058  VERT ORDER  -  SECOND    CLASS I
 AE8058
 AE8058.The horizontal coordinates were scaled from a topographic map and have
 AE8058.an estimated accuracy of +/- 6 seconds.
 AE8058
 AE8058.The orthometric height was determined by differential leveling
 AE8058.and adjusted by the National Geodetic Survey in November 1998..
 AE8058
 AE8058.The geoid height was determined by GEOID03.
 AE8058
 AE8058.The dynamic height is computed by dividing the NAVD 88
 AE8058.geopotential number by the normal gravity value computed on the
 AE8058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8058.degrees latitude (g = 980.6199 gals.).
 AE8058
 AE8058.The modeled gravity was interpolated from observed gravity values.
 AE8058
 AE8058;                    North         East    Units  Estimated Accuracy
 AE8058;SPC IA N     - 1,221,460.    1,591,820.      MT  (+/- 180 meters Scaled)
 AE8058
 AE8058                          SUPERSEDED SURVEY CONTROL
 AE8058
 AE8058.No superseded survey control is available for this station.
 AE8058
 AE8058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ513152(NAD 83)
 AE8058_MARKER: DB = BENCH MARK DISK
 AE8058_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE8058_SP_SET: BRIDGE RAILING
 AE8058_MARK LOGO: IAHD  
 AE8058_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8058+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1991
 AE8058
 AE8058  HISTORY     - Date     Condition        Report By
 AE8058  HISTORY     - UNK      MONUMENTED       IAHD
 AE8058  HISTORY     - 19910730 GOOD             MNDT
 AE8058
 AE8058                          STATION DESCRIPTION
 AE8058
 AE8058'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8058'THE MARK IS LOCATED ON THE NORTH EDGE OF CHESTER (IOWA), IN THE NW 1/4
 AE8058'OF SECTION 11, T100N, R13W, IN THE NORTHWEST CORNER OF IOWA BRIDGE
 AE8058'NUMBER 45351 (TRUNK HIGHWAY 63 OVER THE UPPER IOWA RIVER).  THE MARK,
 AE8058'A BRASS 1 INCH DIAMETER IOWA HIGHWAY DEPARTMENT BENCH MARK DISK,
 AE8058'STAMPED---UNSTAMPED---, IS SET IN THE TOP OF THE RAILING OF THE
 AE8058'BRIDGE.  THE MARK IS 23.5 FT (7.2 M) WEST OF AND ABOUT 3.3 FT (1.0 M)
 AE8058'HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8059 ***********************************************************************
 AE8059  DESIGNATION -  2313 G 2
 AE8059  PID         -  AE8059
 AE8059  STATE/COUNTY-  IA/HOWARD
 AE8059  USGS QUAD   -  LIME SPRINGS (1981)
 AE8059
 AE8059                         *CURRENT SURVEY CONTROL
 AE8059  ___________________________________________________________________
 AE8059* NAD 83(1986)-  43 29 16.     (N)    092 21 53.     (W)     SCALED    
 AE8059* NAVD 88     -       375.980  (meters)    1233.53   (feet)  ADJUSTED  
 AE8059  ___________________________________________________________________
 AE8059  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 AE8059  DYNAMIC HT  -         375.885 (meters)    1233.22  (feet)  COMP
 AE8059  MODELED GRAV-     980,356.4   (mgal)                       NAVD 88
 AE8059
 AE8059  VERT ORDER  -  SECOND    CLASS I
 AE8059
 AE8059.The horizontal coordinates were scaled from a topographic map and have
 AE8059.an estimated accuracy of +/- 6 seconds.
 AE8059
 AE8059.The orthometric height was determined by differential leveling
 AE8059.and adjusted by the National Geodetic Survey in November 1998..
 AE8059
 AE8059.The geoid height was determined by GEOID03.
 AE8059
 AE8059.The dynamic height is computed by dividing the NAVD 88
 AE8059.geopotential number by the normal gravity value computed on the
 AE8059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8059.degrees latitude (g = 980.6199 gals.).
 AE8059
 AE8059.The modeled gravity was interpolated from observed gravity values.
 AE8059
 AE8059;                    North         East    Units  Estimated Accuracy
 AE8059;SPC IA N     - 1,221,430.    1,591,840.      MT  (+/- 180 meters Scaled)
 AE8059
 AE8059                          SUPERSEDED SURVEY CONTROL
 AE8059
 AE8059.No superseded survey control is available for this station.
 AE8059
 AE8059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ513151(NAD 83)
 AE8059_MARKER: DB = BENCH MARK DISK
 AE8059_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE8059_SP_SET: BRIDGE RAILING
 AE8059_STAMPING: 2313 G 2 1991
 AE8059_MARK LOGO: IAHD  
 AE8059_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8059+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1991
 AE8059
 AE8059  HISTORY     - Date     Condition        Report By
 AE8059  HISTORY     - 1991     MONUMENTED       IAHD
 AE8059  HISTORY     - 19910730 GOOD             MNDT
 AE8059
 AE8059                          STATION DESCRIPTION
 AE8059
 AE8059'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8059'THE MARK IS LOCATED ON THE NORTH EDGE OF CHESTER (IOWA), IN THE NW 1/4
 AE8059'OF SECTION 11, T100N, R13W, IN THE NORTHWEST CORNER OF IOWA BRIDGE
 AE8059'NUMBER 45351 (TRUNK HIGHWAY 63 OVER THE UPPER IOWA RIVER).  THE MARK,
 AE8059'A BRASS 1 INCH DIAMETER IOWA HIGHWAY DEPARTMENT BENCH MARK DISK
 AE8059'STAMPED---2313 G 2 1991---, IS SET IN THE TOP OF THE RAILING OF THE
 AE8059'BRIDGE.  THE MARK IS 24.0 FT (7.3 M) WEST OF AND ABOUT 3.3 FT (1.0 M)
 AE8059'HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0344 ***********************************************************************
 ON0344  DESIGNATION -  234
 ON0344  PID         -  ON0344
 ON0344  STATE/COUNTY-  IA/CLAYTON
 ON0344  USGS QUAD   -  PRAIRIE DU CHIEN (1983)
 ON0344
 ON0344                         *CURRENT SURVEY CONTROL
 ON0344  ___________________________________________________________________
 ON0344* NAD 83(1986)-  43 01 24.     (N)    091 10 31.     (W)     SCALED    
 ON0344* NAVD 88     -       192.347  (meters)     631.06   (feet)  ADJUSTED  
 ON0344  ___________________________________________________________________
 ON0344  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 ON0344  DYNAMIC HT  -         192.303 (meters)     630.91  (feet)  COMP
 ON0344  MODELED GRAV-     980,383.5   (mgal)                       NAVD 88
 ON0344
 ON0344  VERT ORDER  -  FIRST     CLASS II
 ON0344
 ON0344.The horizontal coordinates were scaled from a topographic map and have
 ON0344.an estimated accuracy of +/- 6 seconds.
 ON0344
 ON0344.The orthometric height was determined by differential leveling
 ON0344.and adjusted by the National Geodetic Survey in June 1991..
 ON0344.WARNING-Repeat measurements at this control monument indicate possible
 ON0344.vertical movement.
 ON0344
 ON0344.The geoid height was determined by GEOID03.
 ON0344
 ON0344.The dynamic height is computed by dividing the NAVD 88
 ON0344.geopotential number by the normal gravity value computed on the
 ON0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0344.degrees latitude (g = 980.6199 gals.).
 ON0344
 ON0344.The modeled gravity was interpolated from observed gravity values.
 ON0344
 ON0344;                    North         East    Units  Estimated Accuracy
 ON0344;SPC IA N     - 1,171,810.    1,689,460.      MT  (+/- 180 meters Scaled)
 ON0344
 ON0344                          SUPERSEDED SURVEY CONTROL
 ON0344
 ON0344  NGVD 29 (??/??/92)  192.390  (m)          631.20   (f) ADJ UNCH    1 2
 ON0344
 ON0344.Superseded values are not recommended for survey control.
 ON0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0344.See file dsdata.txt to determine how the superseded data were derived.
 ON0344
 ON0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH486650(NAD 83)
 ON0344_MARKER: B = BOLT
 ON0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0344_SP_SET: WINDOW
 ON0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0344
 ON0344  HISTORY     - Date     Condition        Report By
 ON0344  HISTORY     - UNK      MONUMENTED       DOD
 ON0344  HISTORY     - 1970     GOOD             NGS
 ON0344  HISTORY     - 19960713 GOOD             USPSQD
 ON0344
 ON0344                          STATION DESCRIPTION
 ON0344
 ON0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0344'AT MC GREGOR.
 ON0344'AT MC GREGOR, ABOUT 1 BLOCK NORTHEAST OF THE NEW POST OFFICE
 ON0344'BUILDING, 34 FEET NORTHWEST OF THE CENTER LINE OF MAIN STREET,
 ON0344'67.7 FEET SOUTHWEST OF THE CENTER OF THE MAIN ENTRANCE TO THE
 ON0344'MASONIC BUILDING, 0.4 FOOT NORTHEAST OF A BRICK DIVIDING WALL,
 ON0344'ABOUT 0.4 FOOT ABOVE THE LEVEL OF THE SIDEWALK, AND IS A COPPER
 ON0344'BOLT LEADED IN THE TOP OF A STONE SILL OR A LARGE WINDOW
 ON0344'IN A BRICK BUILDING WHICH IS NOW CALLED THE SHEEL SHOP.
 ON0344
 ON0344                          STATION RECOVERY (1996)
 ON0344
 ON0344'RECOVERY NOTE BY US POWER SQUADRON 1996
 ON0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0345 ***********************************************************************
 ON0345  DESIGNATION -  235
 ON0345  PID         -  ON0345
 ON0345  STATE/COUNTY-  IA/CLAYTON
 ON0345  USGS QUAD   -  PRAIRIE DU CHIEN (1983)
 ON0345
 ON0345                         *CURRENT SURVEY CONTROL
 ON0345  ___________________________________________________________________
 ON0345* NAD 83(1986)-  43 01 22.     (N)    091 10 34.     (W)     SCALED    
 ON0345* NAVD 88     -       192.669  (meters)     632.11   (feet)  ADJUSTED  
 ON0345  ___________________________________________________________________
 ON0345  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 ON0345  DYNAMIC HT  -         192.624 (meters)     631.97  (feet)  COMP
 ON0345  MODELED GRAV-     980,383.7   (mgal)                       NAVD 88
 ON0345
 ON0345  VERT ORDER  -  FIRST     CLASS II
 ON0345
 ON0345.The horizontal coordinates were scaled from a topographic map and have
 ON0345.an estimated accuracy of +/- 6 seconds.
 ON0345
 ON0345.The orthometric height was determined by differential leveling
 ON0345.and adjusted by the National Geodetic Survey in June 1991..
 ON0345
 ON0345.The geoid height was determined by GEOID03.
 ON0345
 ON0345.The dynamic height is computed by dividing the NAVD 88
 ON0345.geopotential number by the normal gravity value computed on the
 ON0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0345.degrees latitude (g = 980.6199 gals.).
 ON0345
 ON0345.The modeled gravity was interpolated from observed gravity values.
 ON0345
 ON0345;                    North         East    Units  Estimated Accuracy
 ON0345;SPC IA N     - 1,171,750.    1,689,390.      MT  (+/- 180 meters Scaled)
 ON0345
 ON0345                          SUPERSEDED SURVEY CONTROL
 ON0345
 ON0345  NGVD 29 (??/??/92)  192.711  (m)          632.25   (f) ADJ UNCH    1 2
 ON0345
 ON0345.Superseded values are not recommended for survey control.
 ON0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0345.See file dsdata.txt to determine how the superseded data were derived.
 ON0345
 ON0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH486649(NAD 83)
 ON0345_MARKER: B = BOLT
 ON0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0345_SP_SET: BUILDING
 ON0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0345
 ON0345  HISTORY     - Date     Condition        Report By
 ON0345  HISTORY     - UNK      MONUMENTED       DOD
 ON0345  HISTORY     - 1970     GOOD             NGS
 ON0345  HISTORY     - 19960713 GOOD             USPSQD
 ON0345
 ON0345                          STATION DESCRIPTION
 ON0345
 ON0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0345'AT MC GREGOR.
 ON0345'AT MC GREGOR, 73 YARDS NORTHEAST OF THE NORTHWEST CORNER OF THE
 ON0345'NEW POST OFFICE BUILDING, AT THE NORTHWEST CORNER OF A TWO-STORY
 ON0345'BUILDING WHICH IS THE OLD POST OFFICE BUILDING, 71 FEET SOUTHEAST
 ON0345'OF THE CENTER LINE OF MAIN STREET, 46 FEET SOUTH OF THE CENTER
 ON0345'LINE OF A BRICK STREET, THE CENTER OF A COPPER BOLT LEADED IN
 ON0345'THE WEST FACE AND 1.9 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 ON0345'STONE FOUNDATION FOR THE BUILDING, AND ABOUT 1 FOOT ABOVE THE
 ON0345'LEVEL OF THE SIDEWALK.
 ON0345
 ON0345                          STATION RECOVERY (1996)
 ON0345
 ON0345'RECOVERY NOTE BY US POWER SQUADRON 1996
 ON0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0409 ***********************************************************************
 NJ0409  DESIGNATION -  238 BOLT
 NJ0409  PID         -  NJ0409
 NJ0409  STATE/COUNTY-  IA/CLAYTON
 NJ0409  USGS QUAD   -  CLAYTON (1978)
 NJ0409
 NJ0409                         *CURRENT SURVEY CONTROL
 NJ0409  ___________________________________________________________________
 NJ0409* NAD 83(1986)-  42 58 51.     (N)    091 09 33.     (W)     SCALED    
 NJ0409* NAVD 88     -       193.637  (meters)     635.29   (feet)  ADJUSTED  
 NJ0409  ___________________________________________________________________
 NJ0409  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 NJ0409  DYNAMIC HT  -         193.590 (meters)     635.14  (feet)  COMP
 NJ0409  MODELED GRAV-     980,373.7   (mgal)                       NAVD 88
 NJ0409
 NJ0409  VERT ORDER  -  FIRST     CLASS II
 NJ0409
 NJ0409.The horizontal coordinates were scaled from a topographic map and have
 NJ0409.an estimated accuracy of +/- 6 seconds.
 NJ0409
 NJ0409.The orthometric height was determined by differential leveling
 NJ0409.and adjusted by the National Geodetic Survey in June 1991..
 NJ0409
 NJ0409.The geoid height was determined by GEOID03.
 NJ0409
 NJ0409.The dynamic height is computed by dividing the NAVD 88
 NJ0409.geopotential number by the normal gravity value computed on the
 NJ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0409.degrees latitude (g = 980.6199 gals.).
 NJ0409
 NJ0409.The modeled gravity was interpolated from observed gravity values.
 NJ0409
 NJ0409;                    North         East    Units  Estimated Accuracy
 NJ0409;SPC IA N     - 1,167,130.    1,690,900.      MT  (+/- 180 meters Scaled)
 NJ0409
 NJ0409                          SUPERSEDED SURVEY CONTROL
 NJ0409
 NJ0409  NGVD 29 (??/??/92)  193.673  (m)          635.41   (f) ADJ UNCH    1 2
 NJ0409
 NJ0409.Superseded values are not recommended for survey control.
 NJ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0409.See file dsdata.txt to determine how the superseded data were derived.
 NJ0409
 NJ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH500603(NAD 83)
 NJ0409_MARKER: B = BOLT
 NJ0409_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0409_SP_SET: ROCK OUTCROP
 NJ0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0409+STABILITY: POSITION/ELEVATION WELL
 NJ0409
 NJ0409  HISTORY     - Date     Condition        Report By
 NJ0409  HISTORY     - UNK      MONUMENTED       DOD
 NJ0409  HISTORY     - 1970     GOOD             NGS
 NJ0409
 NJ0409                          STATION DESCRIPTION
 NJ0409
 NJ0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0409'3.2 MI S FROM MC GREGOR.
 NJ0409'ABOUT 3.25 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0409'AND PACIFIC RAILROAD FROM MC GREGOR, 0.5 MILE SOUTH OF THE
 NJ0409'MOUTH OF THE WISCONSIN RIVER, 0.5 MILE SOUTH OF MILEPOST 94,
 NJ0409'0.3 MILE SOUTH OF A RIVER LIGHT, 47 FEET WEST OF THE WEST RAIL,
 NJ0409'35 FEET SOUTHWEST OF THE WEST END OF A 36-INCH TUBULAR CULVERT,
 NJ0409'6 FEET NORTHWEST OF A LARGE FORKED TREE, 8.8 FEET WEST OF A
 NJ0409'FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND IS A
 NJ0409'COPPER BOLT LEADED VERTICALLY IN THE EAST FACE OF A 4-FOOT
 NJ0409'HIGH ROCK OUTCROP AND IS SURROUNDED BY THE LETTERS USPBM CUT IN
 NJ0409'THE ROCK.  SEC 2, T 94N, R 3W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0408 ***********************************************************************
 NJ0408  DESIGNATION -  239 BOLT
 NJ0408  PID         -  NJ0408
 NJ0408  STATE/COUNTY-  IA/CLAYTON
 NJ0408  USGS QUAD   -  CLAYTON (1978)
 NJ0408
 NJ0408                         *CURRENT SURVEY CONTROL
 NJ0408  ___________________________________________________________________
 NJ0408* NAD 83(1986)-  42 56 32.     (N)    091 10 13.     (W)     SCALED    
 NJ0408* NAVD 88     -       190.17   (+/-2cm)     623.9    (feet)  VERTCON   
 NJ0408  ___________________________________________________________________
 NJ0408  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NJ0408
 NJ0408  VERT ORDER  -  ? (See Below)
 NJ0408
 NJ0408.The horizontal coordinates were scaled from a topographic map and have
 NJ0408.an estimated accuracy of +/- 6 seconds.
 NJ0408
 NJ0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0408.The vertical order pertains to the NGVD 29 superseded value.
 NJ0408
 NJ0408.The geoid height was determined by GEOID03.
 NJ0408
 NJ0408;                    North         East    Units  Estimated Accuracy
 NJ0408;SPC IA N     - 1,162,820.    1,690,110.      MT  (+/- 180 meters Scaled)
 NJ0408
 NJ0408                          SUPERSEDED SURVEY CONTROL
 NJ0408
 NJ0408  NGVD 29 (??/??/92)  190.218  (m)          624.07   (f) ADJ UNCH    ?  
 NJ0408
 NJ0408.Superseded values are not recommended for survey control.
 NJ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0408.See file dsdata.txt to determine how the superseded data were derived.
 NJ0408
 NJ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH492560(NAD 83)
 NJ0408_MARKER: B = BOLT
 NJ0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0408_SP_SET: TILE
 NJ0408_STAMPING: 42 DEG 56 MIN 29 SEC 91 DEG 10 MIN 15 SEC
 NJ0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0408
 NJ0408  HISTORY     - Date     Condition        Report By
 NJ0408  HISTORY     - UNK      MONUMENTED       MRC
 NJ0408  HISTORY     - 1970     MARK NOT FOUND   NGS
 NJ0408
 NJ0408                          STATION DESCRIPTION
 NJ0408
 NJ0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0408'3 MI NW FROM CLAYTON.
 NJ0408'PBM 239 IS A COPPER BOLT SET IN AN 18- X 18-INCH TILE ABOUT
 NJ0408'3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 NJ0408'PIPE WHICH BEARS A MISSISSIPPI RIVER COMMISSION CAP STAMPED
 NJ0408'42 DEG 56 MIN 29 SEC 91 DEG 10 MIN 15 SEC AND WHICH IS DESIGNATED
 NJ0408'PBM 240.  THE PIPE WAS NOT REMOVED IN ORDER TO SEARCH FOR THE
 NJ0408'BOLT AT THIS TIME.  SEC 22, T 94N, R 3W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0560 ***********************************************************************
 MG0560  DESIGNATION -  24
 MG0560  PID         -  MG0560
 MG0560  STATE/COUNTY-  IA/JOHNSON
 MG0560  USGS QUAD   -  SWISHER (1994)
 MG0560
 MG0560                         *CURRENT SURVEY CONTROL
 MG0560  ___________________________________________________________________
 MG0560* NAD 83(1986)-  41 50 02.     (N)    091 38 07.     (W)     SCALED    
 MG0560* NAVD 88     -       262.153  (meters)     860.08   (feet)  ADJUSTED  
 MG0560  ___________________________________________________________________
 MG0560  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 MG0560  DYNAMIC HT  -         262.053 (meters)     859.75  (feet)  COMP
 MG0560  MODELED GRAV-     980,236.3   (mgal)                       NAVD 88
 MG0560
 MG0560  VERT ORDER  -  FIRST     CLASS II
 MG0560
 MG0560.The horizontal coordinates were scaled from a topographic map and have
 MG0560.an estimated accuracy of +/- 6 seconds.
 MG0560
 MG0560.The orthometric height was determined by differential leveling
 MG0560.and adjusted by the National Geodetic Survey in June 1991..
 MG0560
 MG0560.The geoid height was determined by GEOID03.
 MG0560
 MG0560.The dynamic height is computed by dividing the NAVD 88
 MG0560.geopotential number by the normal gravity value computed on the
 MG0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0560.degrees latitude (g = 980.6199 gals.).
 MG0560
 MG0560.The modeled gravity was interpolated from observed gravity values.
 MG0560
 MG0560;                    North         East    Units  Estimated Accuracy
 MG0560;SPC IA S     -   205,320.      654,880.      MT  (+/- 180 meters Scaled)
 MG0560
 MG0560                          SUPERSEDED SURVEY CONTROL
 MG0560
 MG0560  NGVD 29 (??/??/92)  262.18   (m)          860.2    (f) COMPUTED    1 2
 MG0560
 MG0560.Superseded values are not recommended for survey control.
 MG0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0560.See file dsdata.txt to determine how the superseded data were derived.
 MG0560
 MG0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG133322(NAD 83)
 MG0560_MARKER: Z = SEE DESCRIPTION
 MG0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0560_SP_SET: CULVERT
 MG0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0560
 MG0560  HISTORY     - Date     Condition        Report By
 MG0560  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0560  HISTORY     - 1935     GOOD             IAGS
 MG0560  HISTORY     - 1966     MARK NOT FOUND   USGS
 MG0560
 MG0560                          STATION DESCRIPTION
 MG0560
 MG0560'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0560'2.4 MI N FROM CURTIS.
 MG0560'2.4 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE IOWA RIVER
 MG0560'BRIDGE AT CURTIS, JOHNSON COUNTY, AT PAVEMENT STATION 725+99,
 MG0560'AT A 24-INCH TILE CULVERT, AND IN THE TOP OF THE EAST HEAD
 MG0560'WALL.  A REINFORCING BAR.
 MG0560
 MG0560                          STATION RECOVERY (1966)
 MG0560
 MG0560'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MG0560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0304 ***********************************************************************
 MJ0304  DESIGNATION -  24 33
 MJ0304  PID         -  MJ0304
 MJ0304  STATE/COUNTY-  IA/CRAWFORD
 MJ0304  USGS QUAD   -  MANILLA (1978)
 MJ0304
 MJ0304                         *CURRENT SURVEY CONTROL
 MJ0304  ___________________________________________________________________
 MJ0304* NAD 83(1986)-  41 53 24.     (N)    095 13 42.     (W)     SCALED    
 MJ0304* NAVD 88     -       424.496  (meters)    1392.70   (feet)  ADJUSTED  
 MJ0304  ___________________________________________________________________
 MJ0304  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 MJ0304  DYNAMIC HT  -         424.298 (meters)    1392.05  (feet)  COMP
 MJ0304  MODELED GRAV-     980,146.0   (mgal)                       NAVD 88
 MJ0304
 MJ0304  VERT ORDER  -  SECOND    CLASS 0
 MJ0304
 MJ0304.The horizontal coordinates were scaled from a topographic map and have
 MJ0304.an estimated accuracy of +/- 6 seconds.
 MJ0304
 MJ0304.The orthometric height was determined by differential leveling
 MJ0304.and adjusted by the National Geodetic Survey in June 1991..
 MJ0304
 MJ0304.The geoid height was determined by GEOID03.
 MJ0304
 MJ0304.The dynamic height is computed by dividing the NAVD 88
 MJ0304.geopotential number by the normal gravity value computed on the
 MJ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0304.degrees latitude (g = 980.6199 gals.).
 MJ0304
 MJ0304.The modeled gravity was interpolated from observed gravity values.
 MJ0304
 MJ0304;                    North         East    Units  Estimated Accuracy
 MJ0304;SPC IA N     - 1,044,790.    1,356,570.      MT  (+/- 180 meters Scaled)
 MJ0304
 MJ0304                          SUPERSEDED SURVEY CONTROL
 MJ0304
 MJ0304  NGVD 29 (??/??/92)  424.353  (m)         1392.23   (f) ADJ UNCH    2 0
 MJ0304
 MJ0304.Superseded values are not recommended for survey control.
 MJ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0304.See file dsdata.txt to determine how the superseded data were derived.
 MJ0304
 MJ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG151399(NAD 83)
 MJ0304_MARKER: DB = BENCH MARK DISK
 MJ0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0304_STAMPING: 1392.120 24 33
 MJ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0304+STABILITY: SURFACE MOTION
 MJ0304
 MJ0304  HISTORY     - Date     Condition        Report By
 MJ0304  HISTORY     - UNK      MONUMENTED       IOWAGS
 MJ0304  HISTORY     - 1942     GOOD             NGS
 MJ0304
 MJ0304                          STATION DESCRIPTION
 MJ0304
 MJ0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MJ0304'AT MANILLA.
 MJ0304'AT MANILLA, CRAWFORD COUNTY, AT THE HIGH SCHOOL, IN THE SOUTHEAST
 MJ0304'CORNER OF THE SCHOOLYARD, 5.5 FEET SOUTH OF THE SIDEWALK, AND
 MJ0304'3.3 FEET WEST OF A CURB.  A STATE SURVEY STANDARD DISK, STAMPED
 MJ0304'1392.120 24 33 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9195 ***********************************************************************
 AE9195  DESIGNATION -  24 RESET
 AE9195  PID         -  AE9195
 AE9195  STATE/COUNTY-  IA/JOHNSON
 AE9195  USGS QUAD   -  SWISHER (1994)
 AE9195
 AE9195                         *CURRENT SURVEY CONTROL
 AE9195  ___________________________________________________________________
 AE9195* NAD 83(1986)-  41 50 06.     (N)    091 38 07.     (W)     SCALED    
 AE9195* NAVD 88     -       261.179  (meters)     856.88   (feet)  ADJUSTED  
 AE9195  ___________________________________________________________________
 AE9195  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 AE9195  DYNAMIC HT  -         261.080 (meters)     856.56  (feet)  COMP
 AE9195  MODELED GRAV-     980,236.4   (mgal)                       NAVD 88
 AE9195
 AE9195  VERT ORDER  -  SECOND    CLASS I
 AE9195
 AE9195.The horizontal coordinates were scaled from a topographic map and have
 AE9195.an estimated accuracy of +/- 6 seconds.
 AE9195
 AE9195.The orthometric height was determined by differential leveling
 AE9195.and adjusted by the National Geodetic Survey in July 2002..
 AE9195
 AE9195.The geoid height was determined by GEOID03.
 AE9195
 AE9195.The dynamic height is computed by dividing the NAVD 88
 AE9195.geopotential number by the normal gravity value computed on the
 AE9195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9195.degrees latitude (g = 980.6199 gals.).
 AE9195
 AE9195.The modeled gravity was interpolated from observed gravity values.
 AE9195
 AE9195;                    North         East    Units  Estimated Accuracy
 AE9195;SPC IA S     -   205,440.      654,880.      MT  (+/- 180 meters Scaled)
 AE9195
 AE9195                          SUPERSEDED SURVEY CONTROL
 AE9195
 AE9195.No superseded survey control is available for this station.
 AE9195
 AE9195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG133323(NAD 83)
 AE9195_MARKER: Z = SEE DESCRIPTION
 AE9195_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE9195_SP_SET: HEADWALL
 AE9195_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9195+STABILITY: SURFACE MOTION
 AE9195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9195+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1998
 AE9195
 AE9195  HISTORY     - Date     Condition        Report By
 AE9195  HISTORY     - UNK      MONUMENTED
 AE9195  HISTORY     - 19980108 GOOD             NGS
 AE9195
 AE9195                          STATION DESCRIPTION
 AE9195
 AE9195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9195'0.3 KM (0.20 MI) NORTHERLY ALONG ROSE AVENUE FROM THE POST OFFICE IN
 AE9195'SWISHER, THENCE 4.0 KM (2.50 MI) EASTERLY ALONG DIVISION STREET AND
 AE9195'COUNTY ROAD F-12, THENCE 1.8 KM (1.10 MI) SOUTHERLY ALONG SUNNY BEACH
 AE9195'ROAD, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG CURTIS BRIDGE ROAD, A
 AE9195'REBAR NEAR THE CENTER OF THE EAST CONCRETE HEADWALL OF A CULVERT UNDER
 AE9195'THE ROAD, 4.8 M (15.7 FT) SOUTH OF THE ROAD CENTER, 0.5 M (1.6 FT)
 AE9195'NORTH OF THE SOUTH END OF THE HEADWALL, AND 0.5 M (1.6 FT) BELOW THE
 AE9195'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0407 ***********************************************************************
 NJ0407  DESIGNATION -  240
 NJ0407  PID         -  NJ0407
 NJ0407  STATE/COUNTY-  IA/CLAYTON
 NJ0407  USGS QUAD   -  CLAYTON (1978)
 NJ0407
 NJ0407                         *CURRENT SURVEY CONTROL
 NJ0407  ___________________________________________________________________
 NJ0407* NAD 83(1986)-  42 56 31.     (N)    091 10 13.     (W)     SCALED    
 NJ0407* NAVD 88     -       191.39   (+/-2cm)     627.9    (feet)  VERTCON   
 NJ0407  ___________________________________________________________________
 NJ0407  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NJ0407
 NJ0407  VERT ORDER  -  ? (See Below)
 NJ0407
 NJ0407.The horizontal coordinates were scaled from a topographic map and have
 NJ0407.an estimated accuracy of +/- 6 seconds.
 NJ0407
 NJ0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0407.The vertical order pertains to the NGVD 29 superseded value.
 NJ0407
 NJ0407.The geoid height was determined by GEOID03.
 NJ0407
 NJ0407;                    North         East    Units  Estimated Accuracy
 NJ0407;SPC IA N     - 1,162,790.    1,690,110.      MT  (+/- 180 meters Scaled)
 NJ0407
 NJ0407                          SUPERSEDED SURVEY CONTROL
 NJ0407
 NJ0407  NGVD 29 (??/??/92)  191.436  (m)          628.07   (f) ADJ UNCH    ?  
 NJ0407
 NJ0407.Superseded values are not recommended for survey control.
 NJ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0407.See file dsdata.txt to determine how the superseded data were derived.
 NJ0407
 NJ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH492559(NAD 83)
 NJ0407_MARKER: P = PIPE CAP
 NJ0407_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0407_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0407_STAMPING: 42 DEG 56 MIN 29 SEC 91 DEG 10 MIN 15 SEC
 NJ0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0407
 NJ0407  HISTORY     - Date     Condition        Report By
 NJ0407  HISTORY     - UNK      MONUMENTED       MRC
 NJ0407  HISTORY     - 1970     GOOD             NGS
 NJ0407
 NJ0407                          STATION DESCRIPTION
 NJ0407
 NJ0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0407'3 MI NW FROM CLAYTON.
 NJ0407'ABOUT 3.0 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 NJ0407'PAUL AND PACIFIC RAILROAD FROM CLAYTON, 40 FEET NORTH OF THE
 NJ0407'FIFTH TELEPHONE POLE SOUTH OF MILEPOST 91, 26.4 FEET WEST OF
 NJ0407'THE WEST RAIL OF THE MAIN TRACK, 12.4 FEET WSET OF THE WEST
 NJ0407'RAIL OF A SIDETRACK, AND IS A MISSISSIPPI RIVER COMMISSION CAP
 NJ0407'ON THE TOP OF A PIPE WHICH PROJECTS 6 INCHES.  SEC 22, T 94N, R 3W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0403 ***********************************************************************
 NJ0403  DESIGNATION -  242
 NJ0403  PID         -  NJ0403
 NJ0403  STATE/COUNTY-  IA/CLAYTON
 NJ0403  USGS QUAD   -  GUTTENBERG (1978)
 NJ0403
 NJ0403                         *CURRENT SURVEY CONTROL
 NJ0403  ___________________________________________________________________
 NJ0403* NAD 83(1986)-  42 52 29.     (N)    091 06 14.     (W)     SCALED    
 NJ0403* NAVD 88     -       192.03   (+/-2cm)     630.0    (feet)  VERTCON   
 NJ0403  ___________________________________________________________________
 NJ0403  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 NJ0403
 NJ0403  VERT ORDER  -  ? (See Below)
 NJ0403
 NJ0403.The horizontal coordinates were scaled from a topographic map and have
 NJ0403.an estimated accuracy of +/- 6 seconds.
 NJ0403
 NJ0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0403.The vertical order pertains to the NGVD 29 superseded value.
 NJ0403
 NJ0403.The geoid height was determined by GEOID03.
 NJ0403
 NJ0403;                    North         East    Units  Estimated Accuracy
 NJ0403;SPC IA N     - 1,155,480.    1,695,740.      MT  (+/- 180 meters Scaled)
 NJ0403
 NJ0403                          SUPERSEDED SURVEY CONTROL
 NJ0403
 NJ0403  NGVD 29 (??/??/92)  192.086  (m)          630.20   (f) ADJ UNCH    ?  
 NJ0403
 NJ0403.Superseded values are not recommended for survey control.
 NJ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0403.See file dsdata.txt to determine how the superseded data were derived.
 NJ0403
 NJ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH548486(NAD 83)
 NJ0403_MARKER: B = BOLT
 NJ0403_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0403_SP_SET: ROCK CUT WASTE
 NJ0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0403+STABILITY: POSITION/ELEVATION WELL
 NJ0403
 NJ0403  HISTORY     - Date     Condition        Report By
 NJ0403  HISTORY     - UNK      MONUMENTED       DOD
 NJ0403  HISTORY     - 1934     GOOD             NGS
 NJ0403  HISTORY     - 1970     MARK NOT FOUND   NGS
 NJ0403
 NJ0403                          STATION DESCRIPTION
 NJ0403
 NJ0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0403'3 MI SE FROM CLAYTON.
 NJ0403'3.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0403'PACIFIC RAILROAD FROM CLAYTON, OPPOSITE THE LOWER PART OF
 NJ0403'ISLAND 182, IN THE CENTER OF A LONG SIDEHILL ROCK CUT, AT A
 NJ0403'PROMINENT POINT OF THE BLUFF IN THE STEEPLY-INCLINED FACE OF ROCK,
 NJ0403'141 FEET SOUTHEAST OF OLD MILEPOST 76, 50-1/2 FEET WEST OF A
 NJ0403'3-INCH IRON PIPE SET IN THE TOP OF THE HIGHEST POINT OF HEAVY
 NJ0403'ROCK-CUT WASTE, 13-1/2 FEET SOUTHWEST OF CENTERLINE OF THE
 NJ0403'TRACK AND ABOUT 4-1/2 FEET HIGHER THAN THE TRACK.  THE
 NJ0403'CENTER MARK IN A COPPER BOLT LEADED HORIZONTALLY AND SURROUNDED
 NJ0403'BY THE LETTERS USPBM CUT IN THE ROCK.
 NJ0403
 NJ0403                          STATION RECOVERY (1970)
 NJ0403
 NJ0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NJ0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0402 ***********************************************************************
 NJ0402  DESIGNATION -  243
 NJ0402  PID         -  NJ0402
 NJ0402  STATE/COUNTY-  IA/CLAYTON
 NJ0402  USGS QUAD   -  GUTTENBERG (1978)
 NJ0402
 NJ0402                         *CURRENT SURVEY CONTROL
 NJ0402  ___________________________________________________________________
 NJ0402* NAD 83(1986)-  42 50 43.     (N)    091 06 26.     (W)     SCALED    
 NJ0402* NAVD 88     -       188.78   (+/-2cm)     619.4    (feet)  VERTCON   
 NJ0402  ___________________________________________________________________
 NJ0402  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 NJ0402
 NJ0402  VERT ORDER  -  ? (See Below)
 NJ0402
 NJ0402.The horizontal coordinates were scaled from a topographic map and have
 NJ0402.an estimated accuracy of +/- 6 seconds.
 NJ0402
 NJ0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0402.The vertical order pertains to the NGVD 29 superseded value.
 NJ0402
 NJ0402.The geoid height was determined by GEOID03.
 NJ0402
 NJ0402;                    North         East    Units  Estimated Accuracy
 NJ0402;SPC IA N     - 1,152,200.    1,695,560.      MT  (+/- 180 meters Scaled)
 NJ0402
 NJ0402                          SUPERSEDED SURVEY CONTROL
 NJ0402
 NJ0402  NGVD 29 (??/??/92)  188.834  (m)          619.53   (f) ADJ UNCH    ?  
 NJ0402
 NJ0402.Superseded values are not recommended for survey control.
 NJ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0402.See file dsdata.txt to determine how the superseded data were derived.
 NJ0402
 NJ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH546453(NAD 83)
 NJ0402_MARKER: B = BOLT
 NJ0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0402_SP_SET: TILE
 NJ0402_STAMPING: 42 DEG 50 MIN 55 SEC 91 DEG 06 MIN 29 SEC
 NJ0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0402
 NJ0402  HISTORY     - Date     Condition        Report By
 NJ0402  HISTORY     - UNK      MONUMENTED       MRC
 NJ0402  HISTORY     - 1934     GOOD             NGS
 NJ0402  HISTORY     - 1970     MARK NOT FOUND   NGS
 NJ0402
 NJ0402                          STATION DESCRIPTION
 NJ0402
 NJ0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0402'0.2 MI S FROM ECKARDS.
 NJ0402'1/4 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NJ0402'RAILROAD FROM ECKARDS, AT THE POINT WHERE THE RAILROAD COMES
 NJ0402'TO THE BLUFF, AT THE ASCENT OF A PRIVATE ROAD ONTO THE BLUFF,
 NJ0402'NEARLY OPPOSITE THE FOURTH POLE SOUTH OF MILEPOST 83, 107 FEET
 NJ0402'WEST OF THE CENTERLINE OF THE MAIN TRACK, 50 FEET WEST OF A
 NJ0402'HIGHWAY, 46 FEET NORTH OF A 2-FOOT BUTTERNUT TREE USED AS A
 NJ0402'FENCE CORNER, 16-1/2 FEET NORTH OF THE CENTERLINE OF THE PRIVATE
 NJ0402'ROAD, AND 18 FEET SOUTHWEST OF A BLAZED 4-FOOT ELM TREE.
 NJ0402'THE TOP OF A COPPER BOLT LEADED IN A TILE, 18 INCHES SQUARE AND
 NJ0402'SET ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN
 NJ0402'IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP
 NJ0402'STAMPED 42 DEG 50 MIN 55 SEC 91 DEG 06 MIN 29 SEC AND PROJECTING
 NJ0402'4 INCHES ABOVE GROUND.  PBM 244.--THE TOP OF THE CAP ON THE
 NJ0402'IRON PIPE SET OVER PBM 243, DESCRIBED ABOVE.
 NJ0402
 NJ0402                          STATION RECOVERY (1970)
 NJ0402
 NJ0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NJ0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0394 ***********************************************************************
 NJ0394  DESIGNATION -  245
 NJ0394  PID         -  NJ0394
 NJ0394  STATE/COUNTY-  IA/CLAYTON
 NJ0394  USGS QUAD   -  GUTTENBERG (1978)
 NJ0394
 NJ0394                         *CURRENT SURVEY CONTROL
 NJ0394  ___________________________________________________________________
 NJ0394* NAD 83(1986)-  42 48 51.     (N)    091 06 28.     (W)     SCALED    
 NJ0394* NAVD 88     -       188.053  (meters)     616.97   (feet)  ADJUSTED  
 NJ0394  ___________________________________________________________________
 NJ0394  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 NJ0394  DYNAMIC HT  -         188.002 (meters)     616.80  (feet)  COMP
 NJ0394  MODELED GRAV-     980,348.2   (mgal)                       NAVD 88
 NJ0394
 NJ0394  VERT ORDER  -  FIRST     CLASS I
 NJ0394
 NJ0394.The horizontal coordinates were scaled from a topographic map and have
 NJ0394.an estimated accuracy of +/- 6 seconds.
 NJ0394
 NJ0394.The orthometric height was determined by differential leveling
 NJ0394.and adjusted by the National Geodetic Survey in June 1991..
 NJ0394
 NJ0394.The geoid height was determined by GEOID03.
 NJ0394
 NJ0394.The dynamic height is computed by dividing the NAVD 88
 NJ0394.geopotential number by the normal gravity value computed on the
 NJ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0394.degrees latitude (g = 980.6199 gals.).
 NJ0394
 NJ0394.The modeled gravity was interpolated from observed gravity values.
 NJ0394
 NJ0394;                    North         East    Units  Estimated Accuracy
 NJ0394;SPC IA N     - 1,148,740.    1,695,620.      MT  (+/- 180 meters Scaled)
 NJ0394
 NJ0394                          SUPERSEDED SURVEY CONTROL
 NJ0394
 NJ0394  NGVD 29 (??/??/92)  188.100  (m)          617.12   (f) ADJ UNCH    1 1
 NJ0394
 NJ0394.Superseded values are not recommended for survey control.
 NJ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0394.See file dsdata.txt to determine how the superseded data were derived.
 NJ0394
 NJ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH546419(NAD 83)
 NJ0394_MARKER: B = BOLT
 NJ0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0394_SP_SET: TILE
 NJ0394_STAMPING: 42 DEG 48 MIN 51 SEC 91 DEG 06 MIN 30 SEC
 NJ0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0394
 NJ0394  HISTORY     - Date     Condition        Report By
 NJ0394  HISTORY     - UNK      MONUMENTED       MRC
 NJ0394  HISTORY     - 1970     GOOD             NGS
 NJ0394
 NJ0394                          STATION DESCRIPTION
 NJ0394
 NJ0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0394'2.4 MI N FROM GUTTENBERG.
 NJ0394'ABOUT 2.35 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0394'PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, 0.55 MILE NORTH
 NJ0394'OF MILEPOST 80, 0.2 MILE SOUTH OF A CROSSING OF THE RAILROAD AND
 NJ0394'A GRAVELED ROAD, 235 FEET EAST OF THE SOUTHEAST CORNER OF A FRAME
 NJ0394'HOUSE, 47 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 127 FEET
 NJ0394'EAST AND ACROSS THE TRACK FROM THE CENTER LINE OF A GRAVELED ROAD,
 NJ0394'1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 1/2 FEET BELOW
 NJ0394'THE LEVEL OF THE TRACK, THE TOP OF A COPPER BOLT LEADED IN AN
 NJ0394'18- X 18-INCH TILE WHICH IS SET 3 FEET BELOW THE SURFACE OF THE
 NJ0394'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE WHICH BEARS
 NJ0394'A MISSISSIPPI RIVER COMMISSION CAP WHICH IS STAMPED 42 DEG 48 MIN
 NJ0394'51 SEC 91 DEG 06 MIN 30 SEC AND WHICH PROJECTS 14 INCHES ABOVE
 NJ0394'THE SURFACE OF THE GROUND.  SEC 5, T92N, R2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0395 ***********************************************************************
 NJ0395  DESIGNATION -  246
 NJ0395  PID         -  NJ0395
 NJ0395  STATE/COUNTY-  IA/CLAYTON
 NJ0395  USGS QUAD   -  GUTTENBERG (1978)
 NJ0395
 NJ0395                         *CURRENT SURVEY CONTROL
 NJ0395  ___________________________________________________________________
 NJ0395* NAD 83(1986)-  42 48 51.     (N)    091 06 28.     (W)     SCALED    
 NJ0395* NAVD 88     -       189.293  (meters)     621.04   (feet)  ADJUSTED  
 NJ0395  ___________________________________________________________________
 NJ0395  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 NJ0395  DYNAMIC HT  -         189.242 (meters)     620.87  (feet)  COMP
 NJ0395  MODELED GRAV-     980,348.2   (mgal)                       NAVD 88
 NJ0395
 NJ0395  VERT ORDER  -  FIRST     CLASS I
 NJ0395
 NJ0395.The horizontal coordinates were scaled from a topographic map and have
 NJ0395.an estimated accuracy of +/- 6 seconds.
 NJ0395
 NJ0395.The orthometric height was determined by differential leveling
 NJ0395.and adjusted by the National Geodetic Survey in June 1991..
 NJ0395
 NJ0395.The geoid height was determined by GEOID03.
 NJ0395
 NJ0395.The dynamic height is computed by dividing the NAVD 88
 NJ0395.geopotential number by the normal gravity value computed on the
 NJ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0395.degrees latitude (g = 980.6199 gals.).
 NJ0395
 NJ0395.The modeled gravity was interpolated from observed gravity values.
 NJ0395
 NJ0395;                    North         East    Units  Estimated Accuracy
 NJ0395;SPC IA N     - 1,148,740.    1,695,620.      MT  (+/- 180 meters Scaled)
 NJ0395
 NJ0395                          SUPERSEDED SURVEY CONTROL
 NJ0395
 NJ0395  NGVD 29 (??/??/92)  189.340  (m)          621.19   (f) ADJ UNCH    1 1
 NJ0395
 NJ0395.Superseded values are not recommended for survey control.
 NJ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0395.See file dsdata.txt to determine how the superseded data were derived.
 NJ0395
 NJ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH546419(NAD 83)
 NJ0395_MARKER: P = PIPE CAP
 NJ0395_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0395_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0395_STAMPING: 42 DEG 48 MIN 51 SEC 91 DEG 06 MIN 30 SEC
 NJ0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0395
 NJ0395  HISTORY     - Date     Condition        Report By
 NJ0395  HISTORY     - UNK      MONUMENTED       MRC
 NJ0395  HISTORY     - 1970     GOOD             NGS
 NJ0395
 NJ0395                          STATION DESCRIPTION
 NJ0395
 NJ0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0395'2.4 MI N FROM GUTTENBERG.
 NJ0395'ABOUT 2.35 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0395'PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, 0.55 MILE NORTH
 NJ0395'OF MILEPOST 80, 0.2 MILE SOUTH OF A CROSSING OF THE RAILROAD AND
 NJ0395'A GRAVELED ROAD, 235 FEET EAST OF THE SOUTHEAST CORNER OF A FRAME
 NJ0395'HOUSE, 47 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 127 FEET
 NJ0395'EAST AND ACROSS THE TRACK FROM THE CENTER LINE OF A GRAVELED ROAD,
 NJ0395'1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 1/2 FEET BELOW
 NJ0395'THE LEVEL OF THE TRACK, A MISSISSIPPI RIVER COMMISSION CAP ON
 NJ0395'THE TOP OF A 4-INCH IRON PIPE PROJECTING 14 INCHES.  SEC 5, T92N,
 NJ0395'R2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0396 ***********************************************************************
 NJ0396  DESIGNATION -  246 RESET
 NJ0396  PID         -  NJ0396
 NJ0396  STATE/COUNTY-  IA/CLAYTON
 NJ0396  USGS QUAD   -  GUTTENBERG (1978)
 NJ0396
 NJ0396                         *CURRENT SURVEY CONTROL
 NJ0396  ___________________________________________________________________
 NJ0396* NAD 83(1986)-  42 48 51.     (N)    091 06 28.     (W)     SCALED    
 NJ0396* NAVD 88     -       189.274  (meters)     620.98   (feet)  ADJUSTED  
 NJ0396  ___________________________________________________________________
 NJ0396  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 NJ0396  DYNAMIC HT  -         189.223 (meters)     620.81  (feet)  COMP
 NJ0396  MODELED GRAV-     980,348.2   (mgal)                       NAVD 88
 NJ0396
 NJ0396  VERT ORDER  -  FIRST     CLASS I
 NJ0396
 NJ0396.The horizontal coordinates were scaled from a topographic map and have
 NJ0396.an estimated accuracy of +/- 6 seconds.
 NJ0396
 NJ0396.The orthometric height was determined by differential leveling
 NJ0396.and adjusted by the National Geodetic Survey in June 1991..
 NJ0396
 NJ0396.The geoid height was determined by GEOID03.
 NJ0396
 NJ0396.The dynamic height is computed by dividing the NAVD 88
 NJ0396.geopotential number by the normal gravity value computed on the
 NJ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0396.degrees latitude (g = 980.6199 gals.).
 NJ0396
 NJ0396.The modeled gravity was interpolated from observed gravity values.
 NJ0396
 NJ0396;                    North         East    Units  Estimated Accuracy
 NJ0396;SPC IA N     - 1,148,740.    1,695,620.      MT  (+/- 180 meters Scaled)
 NJ0396
 NJ0396                          SUPERSEDED SURVEY CONTROL
 NJ0396
 NJ0396  NGVD 29 (??/??/92)  189.321  (m)          621.13   (f) ADJ UNCH    1 1
 NJ0396
 NJ0396.Superseded values are not recommended for survey control.
 NJ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0396.See file dsdata.txt to determine how the superseded data were derived.
 NJ0396
 NJ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH546419(NAD 83)
 NJ0396_MARKER: P = PIPE CAP
 NJ0396_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0396_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0396_STAMPING: 42 DEG 48 MIN 51 SEC 91 DEG 06 MIN 30 SEC
 NJ0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0396
 NJ0396  HISTORY     - Date     Condition        Report By
 NJ0396  HISTORY     - 1970     MONUMENTED       MRC
 NJ0396  HISTORY     - 1970     GOOD             NGS
 NJ0396
 NJ0396                          STATION DESCRIPTION
 NJ0396
 NJ0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0396'2.4 MI N FROM GUTTENBERG.
 NJ0396'ABOUT 2.35 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0396'PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, 0.55 MILE NORTH
 NJ0396'OF MILEPOST 80, 0.2 MILE SOUTH OF A CROSSING OF THE RAILROAD AND
 NJ0396'A GRAVELED ROAD, 235 FEET EAST OF THE SOUTHEAST CORNER OF A FRAME
 NJ0396'HOUSE, 47 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 127 FEET
 NJ0396'EAST AND ACROSS THE TRACK FROM THE CENTER LINE OF A GRAVELED ROAD,
 NJ0396'1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 1/2 FEET BELOW
 NJ0396'THE LEVEL OF THE TRACK, A MISSISSIPPI RIVER COMMISSION CAP ON THE
 NJ0396'TOP OF A 4-INCH IRON PIPE PROJECTING 14 INCHES.  SECTION 5, T92N,
 NJ0396'R2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1469 ***********************************************************************
 OO1469  DESIGNATION -  2480 A
 OO1469  PID         -  OO1469
 OO1469  STATE/COUNTY-  IA/WORTH
 OO1469  USGS QUAD   -  FERTILE NE (1972)
 OO1469
 OO1469                         *CURRENT SURVEY CONTROL
 OO1469  ___________________________________________________________________
 OO1469* NAD 83(1986)-  43 29 59.     (N)    093 21 13.     (W)     SCALED    
 OO1469* NAVD 88     -       386.735  (meters)    1268.81   (feet)  ADJUSTED  
 OO1469  ___________________________________________________________________
 OO1469  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 OO1469  DYNAMIC HT  -         386.633 (meters)    1268.48  (feet)  COMP
 OO1469  MODELED GRAV-     980,345.6   (mgal)                       NAVD 88
 OO1469
 OO1469  VERT ORDER  -  SECOND    CLASS I
 OO1469
 OO1469.The horizontal coordinates were scaled from a topographic map and have
 OO1469.an estimated accuracy of +/- 6 seconds.
 OO1469
 OO1469.The orthometric height was determined by differential leveling
 OO1469.and adjusted by the National Geodetic Survey in June 1991..
 OO1469
 OO1469.The geoid height was determined by GEOID03.
 OO1469
 OO1469.The dynamic height is computed by dividing the NAVD 88
 OO1469.geopotential number by the normal gravity value computed on the
 OO1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1469.degrees latitude (g = 980.6199 gals.).
 OO1469
 OO1469.The modeled gravity was interpolated from observed gravity values.
 OO1469
 OO1469;                    North         East    Units  Estimated Accuracy
 OO1469;SPC IA N     - 1,222,150.    1,511,840.      MT  (+/- 180 meters Scaled)
 OO1469
 OO1469                          SUPERSEDED SURVEY CONTROL
 OO1469
 OO1469.No superseded survey control is available for this station.
 OO1469
 OO1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ714163(NAD 83)
 OO1469_MARKER: DB = BENCH MARK DISK
 OO1469_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1469_SP_SET: BRIDGE ABUTMENT
 OO1469_STAMPING: 2480 A 1973
 OO1469_MARK LOGO: MNDT  
 OO1469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1469
 OO1469  HISTORY     - Date     Condition        Report By
 OO1469  HISTORY     - 1973     MONUMENTED       MNDT
 OO1469  HISTORY     - 1981     GOOD             MNDT
 OO1469
 OO1469                          STATION DESCRIPTION
 OO1469
 OO1469'DESCRIBED BY MN DEPT OF TRANSP 1981
 OO1469'10.5 MI SOUTH FROM ALBERT LEA.
 OO1469'THE MARK IS LOCATED 7.9 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1469'ITS JUNCTION WITH TRUNK HIGHWAY 65 NEAR ALBERT LEA AND IS NEAR
 OO1469'HIGHWAY 35 MILE POINT O AT THE MINNESOTA-IOWA STATE LINE IN THE NE
 OO1469'1/4 OF SECTION 4, T100N, R21W.  THE MARK IS 16.2 FEET SOUTH OF AND
 OO1469'ABOUT LEVEL WITH THE CENTERLINE OF COUNTY ROAD 1 IN THE ABUTMENT IN
 OO1469'THE SOUTH EAST CORNER OF BRIDGE NUMBER 24862 CARRYING COUNTY ROAD 1
 OO1469'OVER HIGHWAY 35.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OO1469'STAMPED---2480 A 1973---, IS CEMENTED IN A DRILL HOLE IN THE
 OO1469'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0561 ***********************************************************************
 MG0561  DESIGNATION -  25
 MG0561  PID         -  MG0561
 MG0561  STATE/COUNTY-  IA/JOHNSON
 MG0561  USGS QUAD   -  SWISHER (1994)
 MG0561
 MG0561                         *CURRENT SURVEY CONTROL
 MG0561  ___________________________________________________________________
 MG0561* NAD 83(1986)-  41 50 25.     (N)    091 38 26.     (W)     SCALED    
 MG0561* NAVD 88     -       262.751  (meters)     862.04   (feet)  ADJUSTED  
 MG0561  ___________________________________________________________________
 MG0561  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 MG0561  DYNAMIC HT  -         262.651 (meters)     861.71  (feet)  COMP
 MG0561  MODELED GRAV-     980,236.4   (mgal)                       NAVD 88
 MG0561
 MG0561  VERT ORDER  -  FIRST     CLASS II
 MG0561
 MG0561.The horizontal coordinates were scaled from a topographic map and have
 MG0561.an estimated accuracy of +/- 6 seconds.
 MG0561
 MG0561.The orthometric height was determined by differential leveling
 MG0561.and adjusted by the National Geodetic Survey in June 1991..
 MG0561
 MG0561.The geoid height was determined by GEOID03.
 MG0561
 MG0561.The dynamic height is computed by dividing the NAVD 88
 MG0561.geopotential number by the normal gravity value computed on the
 MG0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0561.degrees latitude (g = 980.6199 gals.).
 MG0561
 MG0561.The modeled gravity was interpolated from observed gravity values.
 MG0561
 MG0561;                    North         East    Units  Estimated Accuracy
 MG0561;SPC IA S     -   206,020.      654,430.      MT  (+/- 180 meters Scaled)
 MG0561
 MG0561                          SUPERSEDED SURVEY CONTROL
 MG0561
 MG0561  NGVD 29 (??/??/92)  262.78   (m)          862.1    (f) COMPUTED    1 2
 MG0561
 MG0561.Superseded values are not recommended for survey control.
 MG0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0561.See file dsdata.txt to determine how the superseded data were derived.
 MG0561
 MG0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG128329(NAD 83)
 MG0561_MARKER: Z = SEE DESCRIPTION
 MG0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0561_SP_SET: CULVERT
 MG0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0561
 MG0561  HISTORY     - Date     Condition        Report By
 MG0561  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0561  HISTORY     - 1935     GOOD             IAGS
 MG0561  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0561
 MG0561                          STATION DESCRIPTION
 MG0561
 MG0561'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0561'2.9 MI N FROM CURTIS.
 MG0561'2.9 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE IOWA RIVER
 MG0561'BRIDGE AT CURTIS, JOHNSON COUNTY, AT PAVEMENT STATION 753+30,
 MG0561'AT A 24-INCH TILE CULVERT, AND IN THE TOP OF THE EAST HEAD
 MG0561'WALL.  A REINFORCING BAR.
 MG0561
 MG0561                          STATION RECOVERY (1998)
 MG0561
 MG0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0561'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0419 ***********************************************************************
 MH0419  DESIGNATION -  25 10
 MH0419  PID         -  MH0419
 MH0419  STATE/COUNTY-  IA/DALLAS
 MH0419  USGS QUAD   -  WAUKEE (1976)
 MH0419
 MH0419                         *CURRENT SURVEY CONTROL
 MH0419  ___________________________________________________________________
 MH0419* NAD 83(1986)-  41 31 44.     (N)    093 57 17.     (W)     SCALED    
 MH0419* NAVD 88     -       269.672  (meters)     884.75   (feet)  ADJUSTED  
 MH0419  ___________________________________________________________________
 MH0419  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 MH0419  DYNAMIC HT  -         269.552 (meters)     884.36  (feet)  COMP
 MH0419  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 MH0419
 MH0419  VERT ORDER  -  FIRST     CLASS II
 MH0419
 MH0419.The horizontal coordinates were scaled from a topographic map and have
 MH0419.an estimated accuracy of +/- 6 seconds.
 MH0419
 MH0419.The orthometric height was determined by differential leveling
 MH0419.and adjusted by the National Geodetic Survey in June 1991..
 MH0419
 MH0419.The geoid height was determined by GEOID03.
 MH0419
 MH0419.The dynamic height is computed by dividing the NAVD 88
 MH0419.geopotential number by the normal gravity value computed on the
 MH0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0419.degrees latitude (g = 980.6199 gals.).
 MH0419
 MH0419.The modeled gravity was interpolated from observed gravity values.
 MH0419
 MH0419;                    North         East    Units  Estimated Accuracy
 MH0419;SPC IA S     -   169,880.      462,050.      MT  (+/- 180 meters Scaled)
 MH0419
 MH0419                          SUPERSEDED SURVEY CONTROL
 MH0419
 MH0419  NGVD 29 (??/??/92)  269.612  (m)          884.55   (f) ADJ UNCH    1 2
 MH0419
 MH0419.Superseded values are not recommended for survey control.
 MH0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0419.See file dsdata.txt to determine how the superseded data were derived.
 MH0419
 MH0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF203979(NAD 83)
 MH0419_MARKER: DD = SURVEY DISK
 MH0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0419_STAMPING: 25 10
 MH0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0419+STABILITY: SURFACE MOTION
 MH0419
 MH0419  HISTORY     - Date     Condition        Report By
 MH0419  HISTORY     - UNK      MONUMENTED       IAGS
 MH0419  HISTORY     - 1950     GOOD             NGS
 MH0419
 MH0419                          STATION DESCRIPTION
 MH0419
 MH0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0419'AT VAN METER.
 MH0419'AT VAN METER, ALONG THE WEST SIDE OF THE VAN METER SCHOOL, 61
 MH0419'FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, ON THE
 MH0419'EXTENDED CENTER LINE OF STATE HIGHWAY 293, 20 FEET NORTH OF A
 MH0419'POINT IN LINE WITH THE NORTH SIDE OF THE SCHOOL BUILDING, 3 FEET
 MH0419'EAST OF A FENCE CORNER, 48 FEET SOUTH OF A POWER POLE, ON THE EAST
 MH0419'SIDE OF A GATE, 2.1 FEET NORTH OF A WITNESS POST, SET IN THE
 MH0419'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0424 ***********************************************************************
 MH0424  DESIGNATION -  25 463
 MH0424  PID         -  MH0424
 MH0424  STATE/COUNTY-  IA/DALLAS
 MH0424  USGS QUAD   -  WAUKEE (1976)
 MH0424
 MH0424                         *CURRENT SURVEY CONTROL
 MH0424  ___________________________________________________________________
 MH0424* NAD 83(1986)-  41 31 26.     (N)    093 53 12.     (W)     SCALED    
 MH0424* NAVD 88     -       260.212  (meters)     853.71   (feet)  ADJUSTED  
 MH0424  ___________________________________________________________________
 MH0424  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 MH0424  DYNAMIC HT  -         260.098 (meters)     853.34  (feet)  COMP
 MH0424  MODELED GRAV-     980,179.5   (mgal)                       NAVD 88
 MH0424
 MH0424  VERT ORDER  -  FIRST     CLASS II
 MH0424
 MH0424.The horizontal coordinates were scaled from a topographic map and have
 MH0424.an estimated accuracy of +/- 6 seconds.
 MH0424
 MH0424.The orthometric height was determined by differential leveling
 MH0424.and adjusted by the National Geodetic Survey in June 1991..
 MH0424
 MH0424.The geoid height was determined by GEOID03.
 MH0424
 MH0424.The dynamic height is computed by dividing the NAVD 88
 MH0424.geopotential number by the normal gravity value computed on the
 MH0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0424.degrees latitude (g = 980.6199 gals.).
 MH0424
 MH0424.The modeled gravity was interpolated from observed gravity values.
 MH0424
 MH0424;                    North         East    Units  Estimated Accuracy
 MH0424;SPC IA S     -   169,300.      467,730.      MT  (+/- 180 meters Scaled)
 MH0424
 MH0424                          SUPERSEDED SURVEY CONTROL
 MH0424
 MH0424  NGVD 29 (??/??/92)  260.157  (m)          853.53   (f) ADJ UNCH    1 2
 MH0424
 MH0424.Superseded values are not recommended for survey control.
 MH0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0424.See file dsdata.txt to determine how the superseded data were derived.
 MH0424
 MH0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF260972(NAD 83)
 MH0424_MARKER: DD = SURVEY DISK
 MH0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0424_STAMPING: 25 463
 MH0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0424+STABILITY: SURFACE MOTION
 MH0424
 MH0424  HISTORY     - Date     Condition        Report By
 MH0424  HISTORY     - UNK      MONUMENTED       IAGS
 MH0424  HISTORY     - 1950     GOOD             NGS
 MH0424
 MH0424                          STATION DESCRIPTION
 MH0424
 MH0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0424'AT BOONEVILLE.
 MH0424'AT BOONEVILLE, 274 FEET WEST OF THE WEST SIDE OF THE BANK
 MH0424'BUILDING, 139.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MH0424'BARN, 74 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STUCCO
 MH0424'BUILDING, 56.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 MH0424'BUILDING, 15 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 MH0424'STREET, 2.5 FEET EAST OF A POWER POLE, 1 FOOT NORTH OF A FENCE,
 MH0424'1.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MH0424'POST WHICH IS 0.5 FOOT BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0020 ***********************************************************************
 MJ0020  DESIGNATION -  25 61
 MJ0020  PID         -  MJ0020
 MJ0020  STATE/COUNTY-  IA/DALLAS
 MJ0020  USGS QUAD   -  REDFIELD (1982)
 MJ0020
 MJ0020                         *CURRENT SURVEY CONTROL
 MJ0020  ___________________________________________________________________
 MJ0020* NAD 83(1986)-  41 31 06.     (N)    094 13 35.     (W)     SCALED    
 MJ0020* NAVD 88     -       349.260  (meters)    1145.86   (feet)  ADJUSTED  
 MJ0020  ___________________________________________________________________
 MJ0020  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 MJ0020  DYNAMIC HT  -         349.110 (meters)    1145.37  (feet)  COMP
 MJ0020  MODELED GRAV-     980,183.9   (mgal)                       NAVD 88
 MJ0020
 MJ0020  VERT ORDER  -  FIRST     CLASS II
 MJ0020
 MJ0020.The horizontal coordinates were scaled from a topographic map and have
 MJ0020.an estimated accuracy of +/- 6 seconds.
 MJ0020
 MJ0020.The orthometric height was determined by differential leveling
 MJ0020.and adjusted by the National Geodetic Survey in June 1991..
 MJ0020
 MJ0020.The geoid height was determined by GEOID03.
 MJ0020
 MJ0020.The dynamic height is computed by dividing the NAVD 88
 MJ0020.geopotential number by the normal gravity value computed on the
 MJ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0020.degrees latitude (g = 980.6199 gals.).
 MJ0020
 MJ0020.The modeled gravity was interpolated from observed gravity values.
 MJ0020
 MJ0020;                    North         East    Units  Estimated Accuracy
 MJ0020;SPC IA S     -   168,860.      439,370.      MT  (+/- 180 meters Scaled)
 MJ0020
 MJ0020                          SUPERSEDED SURVEY CONTROL
 MJ0020
 MJ0020  NGVD 29 (??/??/92)  349.199  (m)         1145.66   (f) ADJ UNCH    1 2
 MJ0020
 MJ0020.Superseded values are not recommended for survey control.
 MJ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0020.See file dsdata.txt to determine how the superseded data were derived.
 MJ0020
 MJ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF976970(NAD 83)
 MJ0020_MARKER: DD = SURVEY DISK
 MJ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0020_STAMPING: 25 61
 MJ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0020+STABILITY: SURFACE MOTION
 MJ0020
 MJ0020  HISTORY     - Date     Condition        Report By
 MJ0020  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0020  HISTORY     - 1950     GOOD             NGS
 MJ0020  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0020
 MJ0020                          STATION DESCRIPTION
 MJ0020
 MJ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0020'AT DEXTER.
 MJ0020'AT DEXTER, ALONG U.S. HIGHWAY 6, 1 BLOCK EAST OF THE MAIN NORTH AND
 MJ0020'SOUTH STREET, 94 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MJ0020'STREET, 34 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 MJ0020'SOUTH OF THE SOUTH EDGE OF AN EAST AND WEST SIDEWALK, SET IN THE
 MJ0020'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 MJ0020
 MJ0020                          STATION RECOVERY (1980)
 MJ0020
 MJ0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0020'THERE HAS BEEN CONSTRUCTION OF CHURCH PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0018 ***********************************************************************
 MJ0018  DESIGNATION -  25 62
 MJ0018  PID         -  MJ0018
 MJ0018  STATE/COUNTY-  IA/DALLAS
 MJ0018  USGS QUAD   -  REDFIELD (1982)
 MJ0018
 MJ0018                         *CURRENT SURVEY CONTROL
 MJ0018  ___________________________________________________________________
 MJ0018* NAD 83(1986)-  41 31 05.     (N)    094 13 57.     (W)     SCALED    
 MJ0018* NAVD 88     -       350.860  (meters)    1151.11   (feet)  ADJUSTED  
 MJ0018  ___________________________________________________________________
 MJ0018  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 MJ0018  DYNAMIC HT  -         350.710 (meters)    1150.62  (feet)  COMP
 MJ0018  MODELED GRAV-     980,184.7   (mgal)                       NAVD 88
 MJ0018
 MJ0018  VERT ORDER  -  FIRST     CLASS II
 MJ0018
 MJ0018.The horizontal coordinates were scaled from a topographic map and have
 MJ0018.an estimated accuracy of +/- 6 seconds.
 MJ0018
 MJ0018.The orthometric height was determined by differential leveling
 MJ0018.and adjusted by the National Geodetic Survey in June 1991..
 MJ0018
 MJ0018.The geoid height was determined by GEOID03.
 MJ0018
 MJ0018.The dynamic height is computed by dividing the NAVD 88
 MJ0018.geopotential number by the normal gravity value computed on the
 MJ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0018.degrees latitude (g = 980.6199 gals.).
 MJ0018
 MJ0018.The modeled gravity was interpolated from observed gravity values.
 MJ0018
 MJ0018;                    North         East    Units  Estimated Accuracy
 MJ0018;SPC IA S     -   168,840.      438,860.      MT  (+/- 180 meters Scaled)
 MJ0018
 MJ0018                          SUPERSEDED SURVEY CONTROL
 MJ0018
 MJ0018  NGVD 29 (??/??/92)  350.798  (m)         1150.91   (f) ADJ UNCH    1 2
 MJ0018
 MJ0018.Superseded values are not recommended for survey control.
 MJ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0018.See file dsdata.txt to determine how the superseded data were derived.
 MJ0018
 MJ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF971970(NAD 83)
 MJ0018_MARKER: DD = SURVEY DISK
 MJ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0018_STAMPING: 25 62
 MJ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0018+STABILITY: SURFACE MOTION
 MJ0018
 MJ0018  HISTORY     - Date     Condition        Report By
 MJ0018  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0018  HISTORY     - 1950     GOOD             NGS
 MJ0018
 MJ0018                          STATION DESCRIPTION
 MJ0018
 MJ0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0018'0.4 MI W FROM DEXTER.
 MJ0018'0.1 MILE NORTH ALONG THE MAIN STREET FROM THE POST OFFICE AT DEXTER,
 MJ0018'THENCE 0.25 MILE WEST ALONG U.S. HIGHWAY 6, JUST SOUTHEAST OF THE
 MJ0018'MORGAN OIL COMPANY STATION, 32.5 FEET SOUTH OF THE CENTER LINE OF
 MJ0018'THE HIGHWAY, 28 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MJ0018'STREET, 77 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 91.5
 MJ0018'FEET SOUTHWEST OF BENCH MARK TT 9 MT (U.S.G.S.), SET IN THE TOP
 MJ0018'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0024 ***********************************************************************
 MJ0024  DESIGNATION -  25 64
 MJ0024  PID         -  MJ0024
 MJ0024  STATE/COUNTY-  IA/MADISON
 MJ0024  USGS QUAD   -  REDFIELD (1982)
 MJ0024
 MJ0024                         *CURRENT SURVEY CONTROL
 MJ0024  ___________________________________________________________________
 MJ0024* NAD 83(1986)-  41 30 12.     (N)    094 12 06.     (W)     SCALED    
 MJ0024* NAVD 88     -       347.715  (meters)    1140.80   (feet)  ADJUSTED  
 MJ0024  ___________________________________________________________________
 MJ0024  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 MJ0024  DYNAMIC HT  -         347.563 (meters)    1140.30  (feet)  COMP
 MJ0024  MODELED GRAV-     980,176.8   (mgal)                       NAVD 88
 MJ0024
 MJ0024  VERT ORDER  -  FIRST     CLASS II
 MJ0024
 MJ0024.The horizontal coordinates were scaled from a topographic map and have
 MJ0024.an estimated accuracy of +/- 6 seconds.
 MJ0024
 MJ0024.The orthometric height was determined by differential leveling
 MJ0024.and adjusted by the National Geodetic Survey in June 1991..
 MJ0024
 MJ0024.The geoid height was determined by GEOID03.
 MJ0024
 MJ0024.The dynamic height is computed by dividing the NAVD 88
 MJ0024.geopotential number by the normal gravity value computed on the
 MJ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0024.degrees latitude (g = 980.6199 gals.).
 MJ0024
 MJ0024.The modeled gravity was interpolated from observed gravity values.
 MJ0024
 MJ0024;                    North         East    Units  Estimated Accuracy
 MJ0024;SPC IA S     -   167,180.      441,420.      MT  (+/- 180 meters Scaled)
 MJ0024
 MJ0024                          SUPERSEDED SURVEY CONTROL
 MJ0024
 MJ0024  NGVD 29 (??/??/92)  347.652  (m)         1140.59   (f) ADJ UNCH    1 2
 MJ0024
 MJ0024.Superseded values are not recommended for survey control.
 MJ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0024.See file dsdata.txt to determine how the superseded data were derived.
 MJ0024
 MJ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF997953(NAD 83)
 MJ0024_MARKER: DD = SURVEY DISK
 MJ0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0024_STAMPING: 25 64
 MJ0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0024+STABILITY: SURFACE MOTION
 MJ0024
 MJ0024  HISTORY     - Date     Condition        Report By
 MJ0024  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0024  HISTORY     - 1950     GOOD             NGS
 MJ0024  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0024
 MJ0024                          STATION DESCRIPTION
 MJ0024
 MJ0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0024'1.7 MI SE FROM DEXTER.
 MJ0024'1.2 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0024'RAILROAD FROM THE STATION AT DEXTER, THENCE 0.5 MILE SOUTHEAST ALONG
 MJ0024'COUNTY ROAD P.  0.15 MILE EAST OF A T ROAD JUNCTION, 181 FEET
 MJ0024'WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTH TO A
 MJ0024'FARMHOUSE, 51 FEET SOUTH OF TELEPHONE POLE 16940 B, 57 FEET WEST
 MJ0024'OF A FENCE CORNER, 4.5 FEET NORTH OF ANOTHER FENCE CORNER, 25
 MJ0024'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.3 FEET NORTHEAST OF
 MJ0024'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MJ0024'WITH THE GROUND.
 MJ0024
 MJ0024                          STATION RECOVERY (1980)
 MJ0024
 MJ0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0024'THERE IS NEW ROAD CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0025 ***********************************************************************
 MJ0025  DESIGNATION -  25 65
 MJ0025  PID         -  MJ0025
 MJ0025  STATE/COUNTY-  IA/MADISON
 MJ0025  USGS QUAD   -  REDFIELD (1982)
 MJ0025
 MJ0025                         *CURRENT SURVEY CONTROL
 MJ0025  ___________________________________________________________________
 MJ0025* NAD 83(1986)-  41 30 12.     (N)    094 11 18.     (W)     SCALED    
 MJ0025* NAVD 88     -       345.250  (meters)    1132.71   (feet)  ADJUSTED  
 MJ0025  ___________________________________________________________________
 MJ0025  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 MJ0025  DYNAMIC HT  -         345.098 (meters)    1132.21  (feet)  COMP
 MJ0025  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 MJ0025
 MJ0025  VERT ORDER  -  FIRST     CLASS II
 MJ0025
 MJ0025.The horizontal coordinates were scaled from a topographic map and have
 MJ0025.an estimated accuracy of +/- 6 seconds.
 MJ0025
 MJ0025.The orthometric height was determined by differential leveling
 MJ0025.and adjusted by the National Geodetic Survey in June 1991..
 MJ0025
 MJ0025.The geoid height was determined by GEOID03.
 MJ0025
 MJ0025.The dynamic height is computed by dividing the NAVD 88
 MJ0025.geopotential number by the normal gravity value computed on the
 MJ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0025.degrees latitude (g = 980.6199 gals.).
 MJ0025
 MJ0025.The modeled gravity was interpolated from observed gravity values.
 MJ0025
 MJ0025;                    North         East    Units  Estimated Accuracy
 MJ0025;SPC IA S     -   167,170.      442,530.      MT  (+/- 180 meters Scaled)
 MJ0025
 MJ0025                          SUPERSEDED SURVEY CONTROL
 MJ0025
 MJ0025  NGVD 29 (??/??/92)  345.186  (m)         1132.50   (f) ADJ UNCH    1 2
 MJ0025
 MJ0025.Superseded values are not recommended for survey control.
 MJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0025.See file dsdata.txt to determine how the superseded data were derived.
 MJ0025
 MJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF008953(NAD 83)
 MJ0025_MARKER: DD = SURVEY DISK
 MJ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0025_STAMPING: 25 65
 MJ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0025+STABILITY: SURFACE MOTION
 MJ0025
 MJ0025  HISTORY     - Date     Condition        Report By
 MJ0025  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0025  HISTORY     - 1950     GOOD             NGS
 MJ0025  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0025
 MJ0025                          STATION DESCRIPTION
 MJ0025
 MJ0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0025'2.1 MI SE FROM DEXTER.
 MJ0025'2.1 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0025'RAILROAD FROM THE STATION AT DEXTER, ON THE OUTSIDE OF A CURVE IN
 MJ0025'COUNTY ROAD P, 49.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 90 FEET
 MJ0025'EAST OF A FENCE CORNER, 35 FEET NORTHEAST OF THE CENTER LINE
 MJ0025'OF THE ROAD, 33 FEET WEST OF TELEPHONE POLE 16912, 45 FEET EAST
 MJ0025'OF TELEPHONE POLE 16913, 2.1 FEET EAST OF A WITNESS POST, SET IN
 MJ0025'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MJ0025
 MJ0025                          STATION RECOVERY (1980)
 MJ0025
 MJ0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0025'THERE IS ROAD CONSTRUCTION IS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0085 ***********************************************************************
 MJ0085  DESIGNATION -  25 68
 MJ0085  PID         -  MJ0085
 MJ0085  STATE/COUNTY-  IA/MADISON
 MJ0085  USGS QUAD   -  EARLHAM EAST (1983)
 MJ0085
 MJ0085                         *CURRENT SURVEY CONTROL
 MJ0085  ___________________________________________________________________
 MJ0085* NAD 83(1986)-  41 29 45.     (N)    094 07 24.     (W)     SCALED    
 MJ0085* NAVD 88     -       332.221  (meters)    1089.96   (feet)  ADJUSTED  
 MJ0085  ___________________________________________________________________
 MJ0085  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 MJ0085  DYNAMIC HT  -         332.074 (meters)    1089.48  (feet)  COMP
 MJ0085  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 MJ0085
 MJ0085  VERT ORDER  -  FIRST     CLASS II
 MJ0085
 MJ0085.The horizontal coordinates were scaled from a topographic map and have
 MJ0085.an estimated accuracy of +/- 6 seconds.
 MJ0085
 MJ0085.The orthometric height was determined by differential leveling
 MJ0085.and adjusted by the National Geodetic Survey in June 1991..
 MJ0085
 MJ0085.The geoid height was determined by GEOID03.
 MJ0085
 MJ0085.The dynamic height is computed by dividing the NAVD 88
 MJ0085.geopotential number by the normal gravity value computed on the
 MJ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0085.degrees latitude (g = 980.6199 gals.).
 MJ0085
 MJ0085.The modeled gravity was interpolated from observed gravity values.
 MJ0085
 MJ0085;                    North         East    Units  Estimated Accuracy
 MJ0085;SPC IA S     -   166,300.      447,950.      MT  (+/- 180 meters Scaled)
 MJ0085
 MJ0085                          SUPERSEDED SURVEY CONTROL
 MJ0085
 MJ0085  NGVD 29 (??/??/92)  332.157  (m)         1089.75   (f) ADJ UNCH    1 2
 MJ0085
 MJ0085.Superseded values are not recommended for survey control.
 MJ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0085.See file dsdata.txt to determine how the superseded data were derived.
 MJ0085
 MJ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF062944(NAD 83)
 MJ0085_MARKER: DD = SURVEY DISK
 MJ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0085_STAMPING: 25 68
 MJ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0085+STABILITY: SURFACE MOTION
 MJ0085
 MJ0085  HISTORY     - Date     Condition        Report By
 MJ0085  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0085  HISTORY     - 1950     GOOD             NGS
 MJ0085
 MJ0085                          STATION DESCRIPTION
 MJ0085
 MJ0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0085'AT EARLHAM.
 MJ0085'AT EARLHAM, AT THE JUCNTION OF COUNTY ROAD P AND STATE HIGHWAY
 MJ0085'232, AT A STREET INTERSECTION, 187 FEET NORTHEAST OF THE NORTHEAST
 MJ0085'CORNER OF THE EARLHAM SCHOOL, 52 FEET SOUTH OF THE CENTER LINE
 MJ0085'OF THE COUNTY ROAD, 9 FEET WEST OF THE WEST CURB OF THE HIGHWAY,
 MJ0085'54 FEET SOUTHWEST OF TELEPHONE POLE 16748, 20.5 FEET EAST OF
 MJ0085'THE SCHOOL YARD FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0085'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0087 ***********************************************************************
 MJ0087  DESIGNATION -  25 69
 MJ0087  PID         -  MJ0087
 MJ0087  STATE/COUNTY-  IA/MADISON
 MJ0087  USGS QUAD   -  EARLHAM EAST (1983)
 MJ0087
 MJ0087                         *CURRENT SURVEY CONTROL
 MJ0087  ___________________________________________________________________
 MJ0087* NAD 83(1986)-  41 29 33.     (N)    094 07 23.     (W)     SCALED    
 MJ0087* NAVD 88     -       335.708  (meters)    1101.40   (feet)  ADJUSTED  
 MJ0087  ___________________________________________________________________
 MJ0087  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 MJ0087  DYNAMIC HT  -         335.559 (meters)    1100.91  (feet)  COMP
 MJ0087  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 MJ0087
 MJ0087  VERT ORDER  -  FIRST     CLASS II
 MJ0087
 MJ0087.The horizontal coordinates were scaled from a topographic map and have
 MJ0087.an estimated accuracy of +/- 6 seconds.
 MJ0087
 MJ0087.The orthometric height was determined by differential leveling
 MJ0087.and adjusted by the National Geodetic Survey in June 1991..
 MJ0087
 MJ0087.The geoid height was determined by GEOID03.
 MJ0087
 MJ0087.The dynamic height is computed by dividing the NAVD 88
 MJ0087.geopotential number by the normal gravity value computed on the
 MJ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0087.degrees latitude (g = 980.6199 gals.).
 MJ0087
 MJ0087.The modeled gravity was interpolated from observed gravity values.
 MJ0087
 MJ0087;                    North         East    Units  Estimated Accuracy
 MJ0087;SPC IA S     -   165,930.      447,970.      MT  (+/- 180 meters Scaled)
 MJ0087
 MJ0087                          SUPERSEDED SURVEY CONTROL
 MJ0087
 MJ0087  NGVD 29 (??/??/92)  335.644  (m)         1101.19   (f) ADJ UNCH    1 2
 MJ0087
 MJ0087.Superseded values are not recommended for survey control.
 MJ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0087.See file dsdata.txt to determine how the superseded data were derived.
 MJ0087
 MJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF062940(NAD 83)
 MJ0087_MARKER: DD = SURVEY DISK
 MJ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0087_STAMPING: 25 69
 MJ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0087+STABILITY: SURFACE MOTION
 MJ0087
 MJ0087  HISTORY     - Date     Condition        Report By
 MJ0087  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0087  HISTORY     - 1950     GOOD             NGS
 MJ0087
 MJ0087                          STATION DESCRIPTION
 MJ0087
 MJ0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0087'AT EARLHAM.
 MJ0087'AT EARLHAM, 2 BLOCKS SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL
 MJ0087'YARD, AT A STREET INTERSECTION, 9 FEET EAST OF THE EAST EDGE
 MJ0087'OF A NORTH AND SOUTH SIDEWALK, 3.6 FEET SOUTH OF THE SOUTH EDGE
 MJ0087'OF AN EAST AND WEST SIDEWALK, 5.5 FEET WEST OF THE WEST EDGE
 MJ0087'OF THE STREET CURB, 6.2 FEET NORTHEAST OF THE CENTER OF A FIRE
 MJ0087'HYDRANT, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MJ0087'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0029 ***********************************************************************
 MJ0029  DESIGNATION -  25 75
 MJ0029  PID         -  MJ0029
 MJ0029  STATE/COUNTY-  IA/DALLAS
 MJ0029  USGS QUAD   -  ADEL (1982)
 MJ0029
 MJ0029                         *CURRENT SURVEY CONTROL
 MJ0029  ___________________________________________________________________
 MJ0029* NAD 83(1986)-  41 32 08.     (N)    094 00 35.     (W)     SCALED    
 MJ0029* NAVD 88     -       297.305  (meters)     975.41   (feet)  ADJUSTED  
 MJ0029  ___________________________________________________________________
 MJ0029  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 MJ0029  DYNAMIC HT  -         297.173 (meters)     974.98  (feet)  COMP
 MJ0029  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 MJ0029
 MJ0029  VERT ORDER  -  FIRST     CLASS II
 MJ0029
 MJ0029.The horizontal coordinates were scaled from a topographic map and have
 MJ0029.an estimated accuracy of +/- 6 seconds.
 MJ0029
 MJ0029.The orthometric height was determined by differential leveling
 MJ0029.and adjusted by the National Geodetic Survey in June 1991..
 MJ0029
 MJ0029.The geoid height was determined by GEOID03.
 MJ0029
 MJ0029.The dynamic height is computed by dividing the NAVD 88
 MJ0029.geopotential number by the normal gravity value computed on the
 MJ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0029.degrees latitude (g = 980.6199 gals.).
 MJ0029
 MJ0029.The modeled gravity was interpolated from observed gravity values.
 MJ0029
 MJ0029;                    North         East    Units  Estimated Accuracy
 MJ0029;SPC IA S     -   170,650.      457,470.      MT  (+/- 180 meters Scaled)
 MJ0029
 MJ0029                          SUPERSEDED SURVEY CONTROL
 MJ0029
 MJ0029  NGVD 29 (??/??/92)  297.245  (m)          975.21   (f) ADJ UNCH    1 2
 MJ0029
 MJ0029.Superseded values are not recommended for survey control.
 MJ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0029.See file dsdata.txt to determine how the superseded data were derived.
 MJ0029
 MJ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF157987(NAD 83)
 MJ0029_MARKER: DD = SURVEY DISK
 MJ0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0029_STAMPING: 25 75
 MJ0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0029+STABILITY: SURFACE MOTION
 MJ0029
 MJ0029  HISTORY     - Date     Condition        Report By
 MJ0029  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0029  HISTORY     - 1950     GOOD             NGS
 MJ0029
 MJ0029                          STATION DESCRIPTION
 MJ0029
 MJ0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0029'AT DE SOTO.
 MJ0029'AT DE SOTO, AT THE DE SOTO SCHOOL, 125 FEET SOUTH OF THE SOUTHWEST
 MJ0029'CORNER OF THE SCHOOL BUILDING, 32 FEET NORTH OF THE CENTER LINE
 MJ0029'OF AN EAST AND WEST GRAVELED ROAD, 18 FEET EAST OF THE CENTER LINE
 MJ0029'OF A DRIVEWAY, 2.8 FEET EAST OF THE EAST CURB OF THE DRIVEWAY,
 MJ0029'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MJ0029'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0285 ***********************************************************************
 NJ0285  DESIGNATION -  253 BOLT
 NJ0285  PID         -  NJ0285
 NJ0285  STATE/COUNTY-  IA/CLAYTON
 NJ0285  USGS QUAD   -  CASSVILLE (1976)
 NJ0285
 NJ0285                         *CURRENT SURVEY CONTROL
 NJ0285  ___________________________________________________________________
 NJ0285* NAD 83(1986)-  42 41 23.     (N)    090 59 05.     (W)     SCALED    
 NJ0285* NAVD 88     -       187.90   (+/-2cm)     616.5    (feet)  VERTCON   
 NJ0285  ___________________________________________________________________
 NJ0285  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 NJ0285
 NJ0285  VERT ORDER  -  ? (See Below)
 NJ0285
 NJ0285.The horizontal coordinates were scaled from a topographic map and have
 NJ0285.an estimated accuracy of +/- 6 seconds.
 NJ0285
 NJ0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0285.The vertical order pertains to the NGVD 29 superseded value.
 NJ0285
 NJ0285.The geoid height was determined by GEOID03.
 NJ0285
 NJ0285;                    North         East    Units  Estimated Accuracy
 NJ0285;SPC IA N     - 1,135,220.    1,706,090.      MT  (+/- 180 meters Scaled)
 NJ0285
 NJ0285                          SUPERSEDED SURVEY CONTROL
 NJ0285
 NJ0285  NGVD 29 (??/??/92)  187.948  (m)          616.63   (f) ADJ UNCH    ?  
 NJ0285
 NJ0285.Superseded values are not recommended for survey control.
 NJ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0285.See file dsdata.txt to determine how the superseded data were derived.
 NJ0285
 NJ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH650283(NAD 83)
 NJ0285_MARKER: B = BOLT
 NJ0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0285_SP_SET: TILE
 NJ0285_STAMPING: 42 DEG 41 MIN 22 SEC 90 DEG 59 MIN 06 SEC
 NJ0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0285
 NJ0285  HISTORY     - Date     Condition        Report By
 NJ0285  HISTORY     - UNK      MONUMENTED       MRC
 NJ0285  HISTORY     - 1970     MARK NOT FOUND   NGS
 NJ0285
 NJ0285                          STATION DESCRIPTION
 NJ0285
 NJ0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0285'2.6 MI W FROM NORTH BUENA VISTA.
 NJ0285'2-5/8 MILES WEST ALONG CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NJ0285'RAILROAD FROM NORTH BUENA VISTA, CLAYTON COUNTY, 130 FEET WEST
 NJ0285'OF MILEPOST 69, 55 FEET EAST OF BRIDGE K 204, 36 FEET SOUTH OF
 NJ0285'THE CENTERLINE OF THE TRACK, 17 FEET SOUTHEAST OF A POLE, AND
 NJ0285'6 INCHES OUTSIDE OF THE RIGHT OF WAY FENCE ALONG THE FOOT OF A
 NJ0285'BLUFF.  THE TOP OF A COPPER BOLT LEADED IN A TILE, 18 INCHES
 NJ0285'SQUARE AND SET 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 NJ0285'THROUGH AN IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION
 NJ0285'STANDARD CAP, STAMPED 42 DEG 41 MIN 22 SEC 90 DEG 59 MIN 06 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0286 ***********************************************************************
 NJ0286  DESIGNATION -  254 CAP
 NJ0286  PID         -  NJ0286
 NJ0286  STATE/COUNTY-  IA/CLAYTON
 NJ0286  USGS QUAD   -  CASSVILLE (1976)
 NJ0286
 NJ0286                         *CURRENT SURVEY CONTROL
 NJ0286  ___________________________________________________________________
 NJ0286* NAD 83(1986)-  42 41 23.     (N)    090 59 05.     (W)     SCALED    
 NJ0286* NAVD 88     -       189.12   (+/-2cm)     620.5    (feet)  VERTCON   
 NJ0286  ___________________________________________________________________
 NJ0286  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 NJ0286
 NJ0286  VERT ORDER  -  ? (See Below)
 NJ0286
 NJ0286.The horizontal coordinates were scaled from a topographic map and have
 NJ0286.an estimated accuracy of +/- 6 seconds.
 NJ0286
 NJ0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0286.The vertical order pertains to the NGVD 29 superseded value.
 NJ0286
 NJ0286.The geoid height was determined by GEOID03.
 NJ0286
 NJ0286;                    North         East    Units  Estimated Accuracy
 NJ0286;SPC IA N     - 1,135,220.    1,706,090.      MT  (+/- 180 meters Scaled)
 NJ0286
 NJ0286                          SUPERSEDED SURVEY CONTROL
 NJ0286
 NJ0286  NGVD 29 (??/??/92)  189.167  (m)          620.63   (f) ADJ UNCH    ?  
 NJ0286
 NJ0286.Superseded values are not recommended for survey control.
 NJ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0286.See file dsdata.txt to determine how the superseded data were derived.
 NJ0286
 NJ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH650283(NAD 83)
 NJ0286_MARKER: P = PIPE CAP
 NJ0286_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0286_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0286_STAMPING: 42 DEG 41 MIN 22 SEC 90 DEG 59 MIN 06 SEC
 NJ0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0286
 NJ0286  HISTORY     - Date     Condition        Report By
 NJ0286  HISTORY     - UNK      MONUMENTED       MRC
 NJ0286  HISTORY     - 1970     MARK NOT FOUND   NGS
 NJ0286
 NJ0286                          STATION DESCRIPTION
 NJ0286
 NJ0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0286'2.6 MI W FROM NORTH BUENA VISTA.
 NJ0286'2-5/8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0286'PACIFIC RAILROAD FROM NORTH BUENA VISTA, CLAYTON COUNTY, 130
 NJ0286'FEET WEST OF MILEPOST 69, 55 FEET EAST OF BRIDGE K 204, 36 FEET
 NJ0286'SOUTH OF THE CENTERLINE OF THE TRACK, 17 FEET SOUTHEAST OF A
 NJ0286'POLE, AND 6 INCHES OUTSIDE OF THE RIGHT OF WAY FENCE ALONG THE
 NJ0286'FOOT OF A BLUFF.  AN IRON PIPE BEARING A MISSISSIPPI RIVER
 NJ0286'COMMISSION STANDARD CAP, STAMPED 42 DEG 41 MIN 22 SEC 90 DEG
 NJ0286'59 MIN 06 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0292 ***********************************************************************
 NJ0292  DESIGNATION -  256
 NJ0292  PID         -  NJ0292
 NJ0292  STATE/COUNTY-  IA/CLAYTON
 NJ0292  USGS QUAD   -  CASSVILLE (1976)
 NJ0292
 NJ0292                         *CURRENT SURVEY CONTROL
 NJ0292  ___________________________________________________________________
 NJ0292* NAD 83(1986)-  42 40 23.     (N)    090 54 48.     (W)     SCALED    
 NJ0292* NAVD 88     -       189.93   (+/-2cm)     623.1    (feet)  VERTCON   
 NJ0292  ___________________________________________________________________
 NJ0292  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 NJ0292
 NJ0292  VERT ORDER  -  ? (See Below)
 NJ0292
 NJ0292.The horizontal coordinates were scaled from a topographic map and have
 NJ0292.an estimated accuracy of +/- 6 seconds.
 NJ0292
 NJ0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0292.The vertical order pertains to the NGVD 29 superseded value.
 NJ0292
 NJ0292.The geoid height was determined by GEOID03.
 NJ0292
 NJ0292;                    North         East    Units  Estimated Accuracy
 NJ0292;SPC IA N     - 1,133,540.    1,711,990.      MT  (+/- 180 meters Scaled)
 NJ0292
 NJ0292                          SUPERSEDED SURVEY CONTROL
 NJ0292
 NJ0292  NGVD 29 (??/??/92)  189.979  (m)          623.29   (f) ADJ UNCH    ?  
 NJ0292
 NJ0292.Superseded values are not recommended for survey control.
 NJ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0292.See file dsdata.txt to determine how the superseded data were derived.
 NJ0292
 NJ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH709266(NAD 83)
 NJ0292_MARKER: B = BOLT
 NJ0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0292_SP_SET: TILE
 NJ0292_STAMPING: 42 DEG 40 MIN 23 SEC 90 DEG 54 MIN 50 SEC
 NJ0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0292
 NJ0292  HISTORY     - Date     Condition        Report By
 NJ0292  HISTORY     - UNK      MONUMENTED       MRC
 NJ0292  HISTORY     - 1970     MARK NOT FOUND   NGS
 NJ0292
 NJ0292                          STATION DESCRIPTION
 NJ0292
 NJ0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0292'1.7 MI NW FROM WAUPETON.
 NJ0292'IN CLAYTON COUNTY, 1.7 MILES NORTHWEST ALONG THE CHICAGO,
 NJ0292'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM WAUPETON, DUBUQUE
 NJ0292'COUNTY, 0.2 MILE NORTHWEST OF MILEPOST 65, OPPOSITE THE SECOND
 NJ0292'POLE NORTHWEST OF BRIDGE K 186 OVER DRY HOLLOW, AND 17 FEET
 NJ0292'SOUTHWEST OF THE CENTERLINE OF THE TRACK.  THE TOP OF A COPPER
 NJ0292'BOLT LEADED IN A TILE 18 INCHES SQUARE AND SET 3 FEET
 NJ0292'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 NJ0292'A MISSISSIPPI RIVER COMMISSION STANDARD CAP, STAMPED 42 DEG 40
 NJ0292'MIN 23 SEC 90 DEG 54 MIN 50 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0824 ***********************************************************************
 NM0824  DESIGNATION -  257
 NM0824  PID         -  NM0824
 NM0824  STATE/COUNTY-  IA/PLYMOUTH
 NM0824  USGS QUAD   -  ELK POINT NE (1976)
 NM0824
 NM0824                         *CURRENT SURVEY CONTROL
 NM0824  ___________________________________________________________________
 NM0824* NAD 83(1986)-  42 43 59.     (N)    096 36 47.     (W)     SCALED    
 NM0824* NAVD 88     -       347.277  (meters)    1139.36   (feet)  ADJUSTED  
 NM0824  ___________________________________________________________________
 NM0824  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 NM0824  DYNAMIC HT  -         347.178 (meters)    1139.03  (feet)  COMP
 NM0824  MODELED GRAV-     980,325.6   (mgal)                       NAVD 88
 NM0824
 NM0824  VERT ORDER  -  FIRST     CLASS II
 NM0824
 NM0824.The horizontal coordinates were scaled from a topographic map and have
 NM0824.an estimated accuracy of +/- 6 seconds.
 NM0824
 NM0824.The orthometric height was determined by differential leveling
 NM0824.and adjusted by the National Geodetic Survey in June 1991..
 NM0824
 NM0824.The geoid height was determined by GEOID03.
 NM0824
 NM0824.The dynamic height is computed by dividing the NAVD 88
 NM0824.geopotential number by the normal gravity value computed on the
 NM0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0824.degrees latitude (g = 980.6199 gals.).
 NM0824
 NM0824.The modeled gravity was interpolated from observed gravity values.
 NM0824
 NM0824;                    North         East    Units  Estimated Accuracy
 NM0824;SPC IA N     - 1,141,660.    1,245,130.      MT  (+/- 180 meters Scaled)
 NM0824
 NM0824                          SUPERSEDED SURVEY CONTROL
 NM0824
 NM0824  NGVD 29 (??/??/92)  347.093  (m)         1138.75   (f) ADJ UNCH    1 2
 NM0824
 NM0824.Superseded values are not recommended for survey control.
 NM0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0824.See file dsdata.txt to determine how the superseded data were derived.
 NM0824
 NM0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN954339(NAD 83)
 NM0824_MARKER: DD = SURVEY DISK
 NM0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0824_STAMPING: 257 75
 NM0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0824+STABILITY: SURFACE MOTION
 NM0824
 NM0824  HISTORY     - Date     Condition        Report By
 NM0824  HISTORY     - UNK      MONUMENTED       IAGS
 NM0824  HISTORY     - 1948     GOOD             NGS
 NM0824
 NM0824                          STATION DESCRIPTION
 NM0824
 NM0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0824'1.5 MI SW FROM WESTFIELD.
 NM0824'1.5 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0824'PACIFIC RAILROAD FROM THE STATION AT WESTFIELD, 0.15 MILE NORTH
 NM0824'OF MILEPOST NO. 5, ON THE TOP OF A BANK, 112.0 FEET NORTH OF THE
 NM0824'CENTER LINE OF A PRIVATE ROAD CROSSING, 71.5 FEET EAST OF THE EAST
 NM0824'RAIL OF THE TRACK, 68.0 FEET WEST OF THE CENTER LINE OF STATE
 NM0824'HIGHWAY NO. 12, 2.7 FEET SOUTH OF A REFERENCE POST, SET IN THE
 NM0824'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0293 ***********************************************************************
 NJ0293  DESIGNATION -  257
 NJ0293  PID         -  NJ0293
 NJ0293  STATE/COUNTY-  IA/CLAYTON
 NJ0293  USGS QUAD   -  CASSVILLE (1976)
 NJ0293
 NJ0293                         *CURRENT SURVEY CONTROL
 NJ0293  ___________________________________________________________________
 NJ0293* NAD 83(1986)-  42 40 23.     (N)    090 54 48.     (W)     SCALED    
 NJ0293* NAVD 88     -       191.15   (+/-2cm)     627.1    (feet)  VERTCON   
 NJ0293  ___________________________________________________________________
 NJ0293  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 NJ0293
 NJ0293  VERT ORDER  -  ? (See Below)
 NJ0293
 NJ0293.The horizontal coordinates were scaled from a topographic map and have
 NJ0293.an estimated accuracy of +/- 6 seconds.
 NJ0293
 NJ0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0293.The vertical order pertains to the NGVD 29 superseded value.
 NJ0293
 NJ0293.The geoid height was determined by GEOID03.
 NJ0293
 NJ0293;                    North         East    Units  Estimated Accuracy
 NJ0293;SPC IA N     - 1,133,540.    1,711,990.      MT  (+/- 180 meters Scaled)
 NJ0293
 NJ0293                          SUPERSEDED SURVEY CONTROL
 NJ0293
 NJ0293  NGVD 29 (??/??/92)  191.198  (m)          627.29   (f) ADJ UNCH    ?  
 NJ0293
 NJ0293.Superseded values are not recommended for survey control.
 NJ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0293.See file dsdata.txt to determine how the superseded data were derived.
 NJ0293
 NJ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH709266(NAD 83)
 NJ0293_MARKER: P = PIPE CAP
 NJ0293_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0293_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0293_STAMPING: 42 DEG 40 MIN 23 SEC 90 DEG 54 MIN 50 SEC
 NJ0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0293
 NJ0293  HISTORY     - Date     Condition        Report By
 NJ0293  HISTORY     - UNK      MONUMENTED       MRC
 NJ0293  HISTORY     - 1970     MARK NOT FOUND   NGS
 NJ0293
 NJ0293                          STATION DESCRIPTION
 NJ0293
 NJ0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0293'1.7 MI NW FROM WAUPETON.
 NJ0293'IN CLAYTON COUNTY, 1.7 MILES NORTHWEST ALONG THE CHICAGO,
 NJ0293'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM WAUPETON, DUBUQUE
 NJ0293'COUNTY, 0.2 MILE NORTHWEST OF MILEPOST 65, OPPOSITE THE SECOND
 NJ0293'POLE NORTHWEST OF BRIDGE K 186 OVER DRY HOLLOW, AND 17 FEET
 NJ0293'SOUTHWEST OF THE CENTERLINE OF THE TRACK.  AN IRON PIPE BEARING
 NJ0293'A MISSISSIPPI RIVER COMMISSION STANDARD CAP, STAMPED 42 DEG 40
 NJ0293'MIN 23 SEC 90 DEG 54 MIN 50 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0296 ***********************************************************************
 NJ0296  DESIGNATION -  258
 NJ0296  PID         -  NJ0296
 NJ0296  STATE/COUNTY-  IA/DUBUQUE
 NJ0296  USGS QUAD   -  BALLTOWN (1972)
 NJ0296
 NJ0296                         *CURRENT SURVEY CONTROL
 NJ0296  ___________________________________________________________________
 NJ0296* NAD 83(1986)-  42 40 04.     (N)    090 52 16.     (W)     SCALED    
 NJ0296* NAVD 88     -       187.51   (+/-2cm)     615.2    (feet)  VERTCON   
 NJ0296  ___________________________________________________________________
 NJ0296  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 NJ0296
 NJ0296  VERT ORDER  -  ? (See Below)
 NJ0296
 NJ0296.The horizontal coordinates were scaled from a topographic map and have
 NJ0296.an estimated accuracy of +/- 6 seconds.
 NJ0296
 NJ0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0296.The vertical order pertains to the NGVD 29 superseded value.
 NJ0296
 NJ0296.The geoid height was determined by GEOID03.
 NJ0296
 NJ0296;                    North         East    Units  Estimated Accuracy
 NJ0296;SPC IA N     - 1,133,060.    1,715,470.      MT  (+/- 180 meters Scaled)
 NJ0296
 NJ0296                          SUPERSEDED SURVEY CONTROL
 NJ0296
 NJ0296  NGVD 29 (??/??/92)  187.558  (m)          615.35   (f) ADJ UNCH    ?  
 NJ0296
 NJ0296.Superseded values are not recommended for survey control.
 NJ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0296.See file dsdata.txt to determine how the superseded data were derived.
 NJ0296
 NJ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH744261(NAD 83)
 NJ0296_MARKER: B = BOLT
 NJ0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0296_SP_SET: TILE
 NJ0296_STAMPING: 42 DEG 40 MIN 05 SEC 90 DEG 52 MIN 46 SEC
 NJ0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0296
 NJ0296  HISTORY     - Date     Condition        Report By
 NJ0296  HISTORY     - UNK      MONUMENTED       MRC
 NJ0296  HISTORY     - 1970     MARK NOT FOUND   NGS
 NJ0296
 NJ0296                          STATION DESCRIPTION
 NJ0296
 NJ0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0296'NEAR WAUPETON.
 NJ0296'720 FEET EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NJ0296'RAILROAD FROM THE STATION AT WAUPETON, DUBUQUE COUNTY, OPPOSITE
 NJ0296'THE FIFTH POLE EAST OF BRIDGE K 172, ON A SLIGHT RIDGE OF
 NJ0296'GROUND AT THE FOOT OF THE BLUFF, AND 47 FEET SOUTH OF THE
 NJ0296'CENTERLINE OF THE TRACK.  THE TOP OF A COPPER BOLT LEADED IN A
 NJ0296'TILE, 18 INCHES SQUARE AND SET 3 FEET UNDERGROUND, ACCESS TO
 NJ0296'WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISISSIPPI RIVER
 NJ0296'COMMISSION STANDARD CAP, STAMPED 42 DEG 40 MIN 05 SEC 90 DEG
 NJ0296'52 MIN 46 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0297 ***********************************************************************
 NJ0297  DESIGNATION -  259
 NJ0297  PID         -  NJ0297
 NJ0297  STATE/COUNTY-  IA/DUBUQUE
 NJ0297  USGS QUAD   -  BALLTOWN (1972)
 NJ0297
 NJ0297                         *CURRENT SURVEY CONTROL
 NJ0297  ___________________________________________________________________
 NJ0297* NAD 83(1986)-  42 40 04.     (N)    090 52 16.     (W)     SCALED    
 NJ0297* NAVD 88     -       188.72   (+/-2cm)     619.2    (feet)  VERTCON   
 NJ0297  ___________________________________________________________________
 NJ0297  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 NJ0297
 NJ0297  VERT ORDER  -  ? (See Below)
 NJ0297
 NJ0297.The horizontal coordinates were scaled from a topographic map and have
 NJ0297.an estimated accuracy of +/- 6 seconds.
 NJ0297
 NJ0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0297.The vertical order pertains to the NGVD 29 superseded value.
 NJ0297
 NJ0297.The geoid height was determined by GEOID03.
 NJ0297
 NJ0297;                    North         East    Units  Estimated Accuracy
 NJ0297;SPC IA N     - 1,133,060.    1,715,470.      MT  (+/- 180 meters Scaled)
 NJ0297
 NJ0297                          SUPERSEDED SURVEY CONTROL
 NJ0297
 NJ0297  NGVD 29 (??/??/92)  188.773  (m)          619.33   (f) ADJ UNCH    ?  
 NJ0297
 NJ0297.Superseded values are not recommended for survey control.
 NJ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0297.See file dsdata.txt to determine how the superseded data were derived.
 NJ0297
 NJ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH744261(NAD 83)
 NJ0297_MARKER: P = PIPE CAP
 NJ0297_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0297_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0297_STAMPING: 42 DEG 40 MIN 05 SEC 90 DEG 52 MIN 46 SEC
 NJ0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0297
 NJ0297  HISTORY     - Date     Condition        Report By
 NJ0297  HISTORY     - UNK      MONUMENTED       MRC
 NJ0297  HISTORY     - 1970     MARK NOT FOUND   NGS
 NJ0297
 NJ0297                          STATION DESCRIPTION
 NJ0297
 NJ0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0297'NEAR WAUPETON.
 NJ0297'720 FEET EAST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NJ0297'RAILROAD FROM THE STATION AT WAUPETON, DUBUQUE COUNTY, OPPOSITE
 NJ0297'THE FIFTH POLE EAST OF BRIDGE K 172, ON A SLIGHT RIDGE OF GROUND
 NJ0297'AT THE FOOT OF THE BLUFF, AND 47 FEET SOUTH OF THE CENTERLINE
 NJ0297'OF THE TRACK.  AN IRON PIPE BEARING A MISSISSIPPI RIVER
 NJ0297'COMMISSION STANDARD CAP, STAMPED 42 DEG 40 MIN 05 SEC 90 DEG
 NJ0297'52 MIN 46 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0562 ***********************************************************************
 MG0562  DESIGNATION -  26
 MG0562  PID         -  MG0562
 MG0562  STATE/COUNTY-  IA/JOHNSON
 MG0562  USGS QUAD   -  SWISHER (1994)
 MG0562
 MG0562                         *CURRENT SURVEY CONTROL
 MG0562  ___________________________________________________________________
 MG0562* NAD 83(1986)-  41 50 55.     (N)    091 38 45.     (W)     SCALED    
 MG0562* NAVD 88     -       241.165  (meters)     791.22   (feet)  ADJUSTED  
 MG0562  ___________________________________________________________________
 MG0562  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MG0562  DYNAMIC HT  -         241.073 (meters)     790.92  (feet)  COMP
 MG0562  MODELED GRAV-     980,236.7   (mgal)                       NAVD 88
 MG0562
 MG0562  VERT ORDER  -  FIRST     CLASS II
 MG0562
 MG0562.The horizontal coordinates were scaled from a topographic map and have
 MG0562.an estimated accuracy of +/- 6 seconds.
 MG0562
 MG0562.The orthometric height was determined by differential leveling
 MG0562.and adjusted by the National Geodetic Survey in June 1991..
 MG0562
 MG0562.The geoid height was determined by GEOID03.
 MG0562
 MG0562.The dynamic height is computed by dividing the NAVD 88
 MG0562.geopotential number by the normal gravity value computed on the
 MG0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0562.degrees latitude (g = 980.6199 gals.).
 MG0562
 MG0562.The modeled gravity was interpolated from observed gravity values.
 MG0562
 MG0562;                    North         East    Units  Estimated Accuracy
 MG0562;SPC IA S     -   206,940.      653,970.      MT  (+/- 180 meters Scaled)
 MG0562
 MG0562                          SUPERSEDED SURVEY CONTROL
 MG0562
 MG0562  NGVD 29 (??/??/92)  241.19   (m)          791.3    (f) COMPUTED    1 2
 MG0562
 MG0562.Superseded values are not recommended for survey control.
 MG0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0562.See file dsdata.txt to determine how the superseded data were derived.
 MG0562
 MG0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG124338(NAD 83)
 MG0562_MARKER: R = RIVET
 MG0562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0562_SP_SET: BRIDGE
 MG0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0562
 MG0562  HISTORY     - Date     Condition        Report By
 MG0562  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0562  HISTORY     - 1935     GOOD             IAGS
 MG0562  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0562
 MG0562                          STATION DESCRIPTION
 MG0562
 MG0562'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0562'AT SHUEYVILLE.
 MG0562'AT SHUEYVILLE, JOHNSON COUNTY, ON U.S. HIGHWAY 218, AT PAVEMENT
 MG0562'STATION 786, AT A 10-FOOT CONCRETE BRIDGE, IN THE CENTER OF THE
 MG0562'TOP OF THE HANDRAIL, AND 14 FEET EAST OF THE CENTERLINE OF THE
 MG0562'HIGHWAY.  A MONOMENTAL (MONEL-METAL) RIVET.
 MG0562
 MG0562                          STATION RECOVERY (1998)
 MG0562
 MG0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0562'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0413 ***********************************************************************
 MG0413  DESIGNATION -  26
 MG0413  PID         -  MG0413
 MG0413  STATE/COUNTY-  IA/LOUISA
 MG0413  USGS QUAD   -  BLANCHARD ISLAND (1991)
 MG0413
 MG0413                         *CURRENT SURVEY CONTROL
 MG0413  ___________________________________________________________________
 MG0413* NAD 83(1986)-  41 19 26.     (N)    091 04 37.     (W)     SCALED    
 MG0413* NAVD 88     -       166.98   (+/-2cm)     547.8    (feet)  VERTCON   
 MG0413  ___________________________________________________________________
 MG0413  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MG0413
 MG0413  VERT ORDER  -  ? (See Below)
 MG0413
 MG0413.The horizontal coordinates were scaled from a topographic map and have
 MG0413.an estimated accuracy of +/- 6 seconds.
 MG0413
 MG0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0413.The vertical order pertains to the NGVD 29 superseded value.
 MG0413
 MG0413.The geoid height was determined by GEOID03.
 MG0413
 MG0413;                    North         East    Units  Estimated Accuracy
 MG0413;SPC IA S     -   149,840.      702,830.      MT  (+/- 180 meters Scaled)
 MG0413
 MG0413                          SUPERSEDED SURVEY CONTROL
 MG0413
 MG0413  NGVD 29 (??/??/92)  167.047  (m)          548.05   (f) ADJ UNCH    ?  
 MG0413
 MG0413.Superseded values are not recommended for survey control.
 MG0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0413.See file dsdata.txt to determine how the superseded data were derived.
 MG0413
 MG0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF609764(NAD 83)
 MG0413_MARKER: B = BOLT
 MG0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0413_SP_SET: FOUNDATION
 MG0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0413
 MG0413  HISTORY     - Date     Condition        Report By
 MG0413  HISTORY     - UNK      MONUMENTED       USE
 MG0413  HISTORY     - 1940     GOOD             NGS
 MG0413
 MG0413                          STATION DESCRIPTION
 MG0413
 MG0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MG0413'7 MI S FROM MUSCATINE.
 MG0413'IN LOUISA COUNTY, 7.0 MILE SOUTH OF MUSCATINE, MUSCATINE COUNTY,
 MG0413'ON THE RIGHT BANK OF MISSISSIPPI RIVER, AT THE E. BEATTY
 MG0413'FARMHOUSE LOCATED IN THE SOUTHWEST QUARTER OF SEC. 3, T 75 N,
 MG0413'R 2 W, OF THE FIFTH PRINCIPAL MERIDIAN, (PROPERTY OF A.S. MC KEE),
 MG0413'AND IN THE EAST SIDE OF THE NORTHEST CORNER OF THE BRICK
 MG0413'FOUNDATION.  THE CENTER OF A COPPER BOLT LEADED HORIZONTALLY
 MG0413'AND SURROUNDED BY THE LETTERS USPBM CUT IN THE BRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0300 ***********************************************************************
 NJ0300  DESIGNATION -  261
 NJ0300  PID         -  NJ0300
 NJ0300  STATE/COUNTY-  IA/DUBUQUE
 NJ0300  USGS QUAD   -  BALLTOWN (1972)
 NJ0300
 NJ0300                         *CURRENT SURVEY CONTROL
 NJ0300  ___________________________________________________________________
 NJ0300* NAD 83(1986)-  42 39 19.     (N)    090 48 35.     (W)     SCALED    
 NJ0300* NAVD 88     -       189.65   (+/-2cm)     622.2    (feet)  VERTCON   
 NJ0300  ___________________________________________________________________
 NJ0300  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 NJ0300
 NJ0300  VERT ORDER  -  ? (See Below)
 NJ0300
 NJ0300.The horizontal coordinates were scaled from a topographic map and have
 NJ0300.an estimated accuracy of +/- 6 seconds.
 NJ0300
 NJ0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0300.The vertical order pertains to the NGVD 29 superseded value.
 NJ0300
 NJ0300.The geoid height was determined by GEOID03.
 NJ0300
 NJ0300;                    North         East    Units  Estimated Accuracy
 NJ0300;SPC IA N     - 1,131,830.    1,720,540.      MT  (+/- 180 meters Scaled)
 NJ0300
 NJ0300                          SUPERSEDED SURVEY CONTROL
 NJ0300
 NJ0300  NGVD 29 (??/??/92)  189.699  (m)          622.37   (f) ADJ UNCH    ?  
 NJ0300
 NJ0300.Superseded values are not recommended for survey control.
 NJ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0300.See file dsdata.txt to determine how the superseded data were derived.
 NJ0300
 NJ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH795248(NAD 83)
 NJ0300_MARKER: P = PIPE CAP
 NJ0300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0300_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0300_STAMPING: 42 DEG 39 MIN 19 SEC 90 DEG 48 MIN 36 SEC
 NJ0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0300
 NJ0300  HISTORY     - Date     Condition        Report By
 NJ0300  HISTORY     - UNK      MONUMENTED       MRC
 NJ0300  HISTORY     - 1970     MARK NOT FOUND   NGS
 NJ0300
 NJ0300                          STATION DESCRIPTION
 NJ0300
 NJ0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0300'4 MI W FROM SPECHTS FERRY.
 NJ0300'4.0 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NJ0300'RAILROAD FROM SPECHTS FERRY, DUBUQUE COUNTY, 0.3 MILE EAST OF
 NJ0300'MILEPOST 60, 64 FEET WEST OF THE THIRD POLE WEST OF BRIDGE K
 NJ0300'162, 36 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 16 FEET
 NJ0300'SOUTH OF THE EDGE OF A CUT, AND 10 FEET SOUTH OF A ROW OF POLES.
 NJ0300'AN IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD
 NJ0300'CAP, STAMPED 42 DEG 39 MIN 19 SEC 90 DEG 48 MIN 36 SEC AND
 NJ0300'PROJECTING 15 INCHES ABOVE GROUND.  NOTE-- THE LEVEL LINE WAS NOT
 NJ0300'EXTENDED CLOSE TO THIS MARK AND IT WAS NOT SEARCHED FOR AT THIS
 NJ0300'TIME DUE TO ITS INACCESSIBILITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0302 ***********************************************************************
 NJ0302  DESIGNATION -  263
 NJ0302  PID         -  NJ0302
 NJ0302  STATE/COUNTY-  IA/DUBUQUE
 NJ0302  USGS QUAD   -  BALLTOWN (1972)
 NJ0302
 NJ0302                         *CURRENT SURVEY CONTROL
 NJ0302  ___________________________________________________________________
 NJ0302* NAD 83(1986)-  42 38 46.     (N)    090 45 36.     (W)     SCALED    
 NJ0302* NAVD 88     -       185.99   (+/-2cm)     610.2    (feet)  VERTCON   
 NJ0302  ___________________________________________________________________
 NJ0302  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 NJ0302
 NJ0302  VERT ORDER  -  ? (See Below)
 NJ0302
 NJ0302.The horizontal coordinates were scaled from a topographic map and have
 NJ0302.an estimated accuracy of +/- 6 seconds.
 NJ0302
 NJ0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0302.The vertical order pertains to the NGVD 29 superseded value.
 NJ0302
 NJ0302.The geoid height was determined by GEOID03.
 NJ0302
 NJ0302;                    North         East    Units  Estimated Accuracy
 NJ0302;SPC IA N     - 1,130,950.    1,724,650.      MT  (+/- 180 meters Scaled)
 NJ0302
 NJ0302                          SUPERSEDED SURVEY CONTROL
 NJ0302
 NJ0302  NGVD 29 (??/??/92)  186.043  (m)          610.38   (f) ADJ UNCH    ?  
 NJ0302
 NJ0302.Superseded values are not recommended for survey control.
 NJ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0302.See file dsdata.txt to determine how the superseded data were derived.
 NJ0302
 NJ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH836239(NAD 83)
 NJ0302_MARKER: B = BOLT
 NJ0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0302_SP_SET: TILE
 NJ0302_STAMPING: 42 DEG 38 MIN 46 SEC 90 DEG 45 MIN 38 SEC
 NJ0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0302
 NJ0302  HISTORY     - Date     Condition        Report By
 NJ0302  HISTORY     - UNK      MONUMENTED       MRC
 NJ0302  HISTORY     - 1970     MARK NOT FOUND   NGS
 NJ0302
 NJ0302                          STATION DESCRIPTION
 NJ0302
 NJ0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0302'1.4 MI W FROM SPECHTS FERRY.
 NJ0302'PBM 263 IS A COPPER BOLT SET IN AN 18- X 18-INCH TILE ABOUT 3
 NJ0302'FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 NJ0302'WHICH BEARS A MISSISSIPPI RIVER COMMISSION CAP STAMPED 42 DEG
 NJ0302'38 MIN 46 SEC 90 DEG 45 MIN 38 SEC AND WHICH IS DESIGNATED PBM
 NJ0302'264.  THE PIPE WAS NOT REMOVED IN ORDER TO SEARCH FOR THE BOLT
 NJ0302'AT THIS TIME.  SEC 31, T 91 N, R 2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0269 ***********************************************************************
 MJ0269  DESIGNATION -  264
 MJ0269  PID         -  MJ0269
 MJ0269  STATE/COUNTY-  IA/SHELBY
 MJ0269  USGS QUAD   -  JACKSONVILLE (1978)
 MJ0269
 MJ0269                         *CURRENT SURVEY CONTROL
 MJ0269  ___________________________________________________________________
 MJ0269* NAD 83(1986)-  41 38 42.     (N)    095 14 23.     (W)     SCALED    
 MJ0269* NAVD 88     -       390.510  (meters)    1281.20   (feet)  ADJUSTED  
 MJ0269  ___________________________________________________________________
 MJ0269  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 MJ0269  DYNAMIC HT  -         390.336 (meters)    1280.63  (feet)  COMP
 MJ0269  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 MJ0269
 MJ0269  VERT ORDER  -  SECOND    CLASS 0
 MJ0269
 MJ0269.The horizontal coordinates were scaled from a topographic map and have
 MJ0269.an estimated accuracy of +/- 6 seconds.
 MJ0269
 MJ0269.The orthometric height was determined by differential leveling
 MJ0269.and adjusted by the National Geodetic Survey in June 1991..
 MJ0269
 MJ0269.The geoid height was determined by GEOID03.
 MJ0269
 MJ0269.The dynamic height is computed by dividing the NAVD 88
 MJ0269.geopotential number by the normal gravity value computed on the
 MJ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0269.degrees latitude (g = 980.6199 gals.).
 MJ0269
 MJ0269.The modeled gravity was interpolated from observed gravity values.
 MJ0269
 MJ0269;                    North         East    Units  Estimated Accuracy
 MJ0269;SPC IA S     -   184,130.      355,080.      MT  (+/- 180 meters Scaled)
 MJ0269
 MJ0269                          SUPERSEDED SURVEY CONTROL
 MJ0269
 MJ0269  NGVD 29 (??/??/92)  390.393  (m)         1280.81   (f) ADJ UNCH    2 0
 MJ0269
 MJ0269.Superseded values are not recommended for survey control.
 MJ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0269.See file dsdata.txt to determine how the superseded data were derived.
 MJ0269
 MJ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG134127(NAD 83)
 MJ0269_MARKER: DB = BENCH MARK DISK
 MJ0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0269_STAMPING: 264
 MJ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0269+STABILITY: SURFACE MOTION
 MJ0269
 MJ0269  HISTORY     - Date     Condition        Report By
 MJ0269  HISTORY     - UNK      MONUMENTED       CGS
 MJ0269  HISTORY     - 1949     GOOD             NGS
 MJ0269
 MJ0269                          STATION DESCRIPTION
 MJ0269
 MJ0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0269'4.4 MI E FROM HARLAN.
 MJ0269'4.35 MILES EAST ALONG STATE HIGHWAY NO. 64 FROM THE JUNCTION OF
 MJ0269'STATE HIGHWAY NO. 64 WITH STATE HIGHWAY NO. 39 AND U.S. HIGHWAY
 MJ0269'NO. 59 AT HARLAN, 0.15 MILE WEST OF THE JUNCTION OF NO. 64 AND
 MJ0269'COUNTY ROAD M, AT THE SUMMIT OF A HILL, ON THE TOP OF A CUT
 MJ0269'BANK, 32.7 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY (SLOPING
 MJ0269'MEASUREMENT), 31.0 FEET SOUTHWEST OF PAVEMENT STATION NO. 877
 MJ0269'(SLOPING MEASUREMENT), 52.4 FEET WEST OF POWER LINE POLE NO. 8,
 MJ0269'1.2 FEET NORTH OF A FENCE, 2.6 FEET SOUTH OF A REFERENCE POST,
 MJ0269'SET IN THE TOP OF A CONCRETE POST ABOUT 0.2 FOOT BELOW GROUND
 MJ0269'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0303 ***********************************************************************
 NJ0303  DESIGNATION -  264
 NJ0303  PID         -  NJ0303
 NJ0303  STATE/COUNTY-  IA/DUBUQUE
 NJ0303  USGS QUAD   -  BALLTOWN (1972)
 NJ0303
 NJ0303                         *CURRENT SURVEY CONTROL
 NJ0303  ___________________________________________________________________
 NJ0303* NAD 83(1986)-  42 38 46.     (N)    090 45 36.     (W)     SCALED    
 NJ0303* NAVD 88     -       187.21   (+/-2cm)     614.2    (feet)  VERTCON   
 NJ0303  ___________________________________________________________________
 NJ0303  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 NJ0303
 NJ0303  VERT ORDER  -  ? (See Below)
 NJ0303
 NJ0303.The horizontal coordinates were scaled from a topographic map and have
 NJ0303.an estimated accuracy of +/- 6 seconds.
 NJ0303
 NJ0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0303.The vertical order pertains to the NGVD 29 superseded value.
 NJ0303
 NJ0303.The geoid height was determined by GEOID03.
 NJ0303
 NJ0303;                    North         East    Units  Estimated Accuracy
 NJ0303;SPC IA N     - 1,130,950.    1,724,650.      MT  (+/- 180 meters Scaled)
 NJ0303
 NJ0303                          SUPERSEDED SURVEY CONTROL
 NJ0303
 NJ0303  NGVD 29 (??/??/92)  187.262  (m)          614.38   (f) ADJ UNCH    ?  
 NJ0303
 NJ0303.Superseded values are not recommended for survey control.
 NJ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0303.See file dsdata.txt to determine how the superseded data were derived.
 NJ0303
 NJ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH836239(NAD 83)
 NJ0303_MARKER: P = PIPE CAP
 NJ0303_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0303_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0303_STAMPING: 42 DEG 38 MIN 46 SEC 90 DEG 45 MIN 38 SEC
 NJ0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0303
 NJ0303  HISTORY     - Date     Condition        Report By
 NJ0303  HISTORY     - UNK      MONUMENTED       MRC
 NJ0303  HISTORY     - 1970     GOOD             NGS
 NJ0303
 NJ0303                          STATION DESCRIPTION
 NJ0303
 NJ0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0303'1.4 MI W FROM SPECHTS FERRY.
 NJ0303'ABOUT 1.45 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0303'AND PACIFIC RAILROAD FROM THE STATION SIGN AT SPECHTS FERRY, 61
 NJ0303'FEET WEST OF THE THIRD TELEPHONE POLE WEST OF MILEPOST 57, 34
 NJ0303'FEET SOUTH OF THE SOUTH RAIL, 85 FEET EAST OF THE SOUTHEAST
 NJ0303'CORNER OF A RAILROAD TRESTLE, 2 FEET NORTH OF A FENCE, 2 FEET
 NJ0303'BELOW THE LEVEL OF THE TRACK, AND IS A MISSISSIPPI COMMISSION
 NJ0303'CAP ON THE TOP OF AN IRON PIPE WHICH PROJECTS 5 INCHES.
 NJ0303'SEC 31, T 91 N, R 2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0305 ***********************************************************************
 NJ0305  DESIGNATION -  265
 NJ0305  PID         -  NJ0305
 NJ0305  STATE/COUNTY-  IA/DUBUQUE
 NJ0305  USGS QUAD   -  POTOSI (1972)
 NJ0305
 NJ0305                         *CURRENT SURVEY CONTROL
 NJ0305  ___________________________________________________________________
 NJ0305* NAD 83(1986)-  42 38 28.     (N)    090 43 59.     (W)     SCALED    
 NJ0305* NAVD 88     -       186.15   (+/-2cm)     610.7    (feet)  VERTCON   
 NJ0305  ___________________________________________________________________
 NJ0305  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 NJ0305
 NJ0305  VERT ORDER  -  ? (See Below)
 NJ0305
 NJ0305.The horizontal coordinates were scaled from a topographic map and have
 NJ0305.an estimated accuracy of +/- 6 seconds.
 NJ0305
 NJ0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0305.The vertical order pertains to the NGVD 29 superseded value.
 NJ0305
 NJ0305.The geoid height was determined by GEOID03.
 NJ0305
 NJ0305;                    North         East    Units  Estimated Accuracy
 NJ0305;SPC IA N     - 1,130,460.    1,726,880.      MT  (+/- 180 meters Scaled)
 NJ0305
 NJ0305                          SUPERSEDED SURVEY CONTROL
 NJ0305
 NJ0305  NGVD 29 (??/??/92)  186.204  (m)          610.90   (f) ADJ UNCH    ?  
 NJ0305
 NJ0305.Superseded values are not recommended for survey control.
 NJ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0305.See file dsdata.txt to determine how the superseded data were derived.
 NJ0305
 NJ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH858234(NAD 83)
 NJ0305_MARKER: B = BOLT
 NJ0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0305_SP_SET: TILE
 NJ0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0305
 NJ0305  HISTORY     - Date     Condition        Report By
 NJ0305  HISTORY     - UNK      MONUMENTED       MRC
 NJ0305  HISTORY     - 1970     GOOD             NGS
 NJ0305
 NJ0305                          STATION DESCRIPTION
 NJ0305
 NJ0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0305'AT SPECHTS FERRY.
 NJ0305'AT SPECHTS FERRY, 117.0 FEET EAST OF THE STATION SIGN, 10 RAILS
 NJ0305'EAST OF THE CENTER OF A CROSSING OF THE CHICAGO, MILWAUKEE, ST.
 NJ0305'PAUL AND PACIFIC RAILROAD AND A DIRT ROAD, 133.0 FEET EAST OF
 NJ0305'THE SOUTHEAST CORNER OF A FRAME BUILDING, 35 FEET SOUTH OF THE
 NJ0305'SOUTH RAIL OF THE MAIN TRACK, 26 FEET NORTH OF THE NORTH RAIL
 NJ0305'OF A SIDETRACK, 46 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 NJ0305'OF A WOODEN RAILROAD TRESTLE, ABOUT 1/2 FOOT ABOVE THE LEVEL
 NJ0305'OF THE MAIN TRACK, AND IS A COPPER BOLT LEADED IN AN 18- X
 NJ0305'18-INCH TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 NJ0305'THROUGH AN IRON PIPE WHICH PROJECTS 6 INCHES.  SEC 4, T 90 N,
 NJ0305'R 2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0309 ***********************************************************************
 NJ0309  DESIGNATION -  267
 NJ0309  PID         -  NJ0309
 NJ0309  STATE/COUNTY-  IA/DUBUQUE
 NJ0309  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0309
 NJ0309                         *CURRENT SURVEY CONTROL
 NJ0309  ___________________________________________________________________
 NJ0309* NAD 83(1986)-  42 37 20.     (N)    090 42 20.     (W)     SCALED    
 NJ0309* NAVD 88     -       185.59   (+/-2cm)     608.9    (feet)  VERTCON   
 NJ0309  ___________________________________________________________________
 NJ0309  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 NJ0309
 NJ0309  VERT ORDER  -  ? (See Below)
 NJ0309
 NJ0309.The horizontal coordinates were scaled from a topographic map and have
 NJ0309.an estimated accuracy of +/- 6 seconds.
 NJ0309
 NJ0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0309.The vertical order pertains to the NGVD 29 superseded value.
 NJ0309
 NJ0309.The geoid height was determined by GEOID03.
 NJ0309
 NJ0309;                    North         East    Units  Estimated Accuracy
 NJ0309;SPC IA N     - 1,128,440.    1,729,200.      MT  (+/- 180 meters Scaled)
 NJ0309
 NJ0309                          SUPERSEDED SURVEY CONTROL
 NJ0309
 NJ0309  NGVD 29 (??/??/92)  185.644  (m)          609.07   (f) ADJ UNCH    ?  
 NJ0309
 NJ0309.Superseded values are not recommended for survey control.
 NJ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0309.See file dsdata.txt to determine how the superseded data were derived.
 NJ0309
 NJ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH881214(NAD 83)
 NJ0309_MARKER: B = BOLT
 NJ0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0309_SP_SET: TILE
 NJ0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0309
 NJ0309  HISTORY     - Date     Condition        Report By
 NJ0309  HISTORY     - UNK      MONUMENTED       MRC
 NJ0309  HISTORY     - 1970     MARK NOT FOUND   NGS
 NJ0309
 NJ0309                          STATION DESCRIPTION
 NJ0309
 NJ0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0309'1.5 MI SE FROM SPECHTS FERRY.
 NJ0309'PBM 267 IS A COPPER BOLT SET IN AN 18- X 18-INCH TILE ABOUT 3
 NJ0309'FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 NJ0309'WHICH BEARS A MISSISSIPPI RIVER COMMISSION CAP WHICH IS
 NJ0309'DESIGNATED PBM 268 (USE).  THE PIPE WAS NOT REMOVED IN ORDER TO
 NJ0309'SEARCH FOR THE BOLT AT THIS TIME.  SEC 10, T 90 N, R 2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0310 ***********************************************************************
 NJ0310  DESIGNATION -  268
 NJ0310  PID         -  NJ0310
 NJ0310  STATE/COUNTY-  IA/DUBUQUE
 NJ0310  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0310
 NJ0310                         *CURRENT SURVEY CONTROL
 NJ0310  ___________________________________________________________________
 NJ0310* NAD 83(1986)-  42 37 20.     (N)    090 42 20.     (W)     SCALED    
 NJ0310* NAVD 88     -       186.81   (+/-2cm)     612.9    (feet)  VERTCON   
 NJ0310  ___________________________________________________________________
 NJ0310  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 NJ0310
 NJ0310  VERT ORDER  -  ? (See Below)
 NJ0310
 NJ0310.The horizontal coordinates were scaled from a topographic map and have
 NJ0310.an estimated accuracy of +/- 6 seconds.
 NJ0310
 NJ0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0310.The vertical order pertains to the NGVD 29 superseded value.
 NJ0310
 NJ0310.The geoid height was determined by GEOID03.
 NJ0310
 NJ0310;                    North         East    Units  Estimated Accuracy
 NJ0310;SPC IA N     - 1,128,440.    1,729,200.      MT  (+/- 180 meters Scaled)
 NJ0310
 NJ0310                          SUPERSEDED SURVEY CONTROL
 NJ0310
 NJ0310  NGVD 29 (??/??/92)  186.866  (m)          613.08   (f) ADJ UNCH    ?  
 NJ0310
 NJ0310.Superseded values are not recommended for survey control.
 NJ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0310.See file dsdata.txt to determine how the superseded data were derived.
 NJ0310
 NJ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH881214(NAD 83)
 NJ0310_MARKER: P = PIPE CAP
 NJ0310_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0310_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0310
 NJ0310  HISTORY     - Date     Condition        Report By
 NJ0310  HISTORY     - UNK      MONUMENTED       MRC
 NJ0310  HISTORY     - 1970     GOOD             NGS
 NJ0310
 NJ0310                          STATION DESCRIPTION
 NJ0310
 NJ0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0310'1.5 MI SE FROM SPECHTS FERRY.
 NJ0310'ABOUT 1.5 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0310'AND PACIFIC RAILROAD FROM THE STATION SIGN AT SPECHTS FERRY,
 NJ0310'0.2 MILE NORTH OF MILEPOST 54, 21 1/2 FEET WEST OF THE WEST RAIL,
 NJ0310'312 1/2 FEET NORTH OF THE NORTHWEST CORNER OF A WOODEN RAILROAD
 NJ0310'TRESTLE, 68 FEET NORTH-NORTHEAST OF A COTTONWOOD TREE, 27 FEET
 NJ0310'NORTH OF A TELEPHONE POLE, 4 FEET EAST OF A FENCE, ABOUT 2 1/2
 NJ0310'FEET BELOW THE LEVEL OF THE TRACK, AND IS A MISSISSIPPI RIVER
 NJ0310'COMMISSION CAP ON THE TOP OF AN IRON PIPE WHICH PROJECTS 10
 NJ0310'INCHES.  SEC 10, T 90 N, R 2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0311 ***********************************************************************
 NJ0311  DESIGNATION -  269
 NJ0311  PID         -  NJ0311
 NJ0311  STATE/COUNTY-  IA/DUBUQUE
 NJ0311  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0311
 NJ0311                         *CURRENT SURVEY CONTROL
 NJ0311  ___________________________________________________________________
 NJ0311* NAD 83(1986)-  42 36 32.     (N)    090 42 09.     (W)     SCALED    
 NJ0311* NAVD 88     -       188.19   (+/-2cm)     617.4    (feet)  VERTCON   
 NJ0311  ___________________________________________________________________
 NJ0311  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 NJ0311
 NJ0311  VERT ORDER  -  ? (See Below)
 NJ0311
 NJ0311.The horizontal coordinates were scaled from a topographic map and have
 NJ0311.an estimated accuracy of +/- 6 seconds.
 NJ0311
 NJ0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0311.The vertical order pertains to the NGVD 29 superseded value.
 NJ0311
 NJ0311.The geoid height was determined by GEOID03.
 NJ0311
 NJ0311;                    North         East    Units  Estimated Accuracy
 NJ0311;SPC IA N     - 1,126,970.    1,729,500.      MT  (+/- 180 meters Scaled)
 NJ0311
 NJ0311                          SUPERSEDED SURVEY CONTROL
 NJ0311
 NJ0311  NGVD 29 (??/??/92)  188.240  (m)          617.58   (f) ADJ UNCH    ?  
 NJ0311
 NJ0311.Superseded values are not recommended for survey control.
 NJ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0311.See file dsdata.txt to determine how the superseded data were derived.
 NJ0311
 NJ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH884199(NAD 83)
 NJ0311_MARKER: B = BOLT
 NJ0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0311_SP_SET: TILE
 NJ0311_STAMPING: 42 DEG 36 MIN 32 SEC 90 DEG 42 MIN 13 SEC
 NJ0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0311
 NJ0311  HISTORY     - Date     Condition        Report By
 NJ0311  HISTORY     - UNK      MONUMENTED       MRC
 NJ0311  HISTORY     - 1970     MARK NOT FOUND   NGS
 NJ0311
 NJ0311                          STATION DESCRIPTION
 NJ0311
 NJ0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0311'3.1 MI SE FROM SPECHTS FERRY.
 NJ0311'PBM 269 IS A COPPER BOLT SET IN AN 18- X 18-INCH TILE ABOUT 3
 NJ0311'FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 NJ0311'WHICH BEARS A MISSISSIPPI RIVER COMMISSION CAP STAMPED 42 DEG
 NJ0311'36 MIN 32 SEC 90 DEG 42 MIN 13 SEC AND WHICH IS DESIGNATED PBM
 NJ0311'270 (USE).  THE PIPE WAS NOT REMOVED IN ORDER TO SEARCH FOR THE
 NJ0311'BOLT AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0535 ***********************************************************************
 MG0535  DESIGNATION -  27
 MG0535  PID         -  MG0535
 MG0535  STATE/COUNTY-  IA/JOHNSON
 MG0535  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0535
 MG0535                         *CURRENT SURVEY CONTROL
 MG0535  ___________________________________________________________________
 MG0535* NAD 83(1986)-  41 39 57.     (N)    091 33 30.     (W)     SCALED    
 MG0535* NAVD 88     -       197.634  (meters)     648.40   (feet)  ADJUSTED  
 MG0535  ___________________________________________________________________
 MG0535  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0535  DYNAMIC HT  -         197.559 (meters)     648.16  (feet)  COMP
 MG0535  MODELED GRAV-     980,236.1   (mgal)                       NAVD 88
 MG0535
 MG0535  VERT ORDER  -  FIRST     CLASS II
 MG0535
 MG0535.The horizontal coordinates were scaled from a topographic map and have
 MG0535.an estimated accuracy of +/- 6 seconds.
 MG0535
 MG0535.The orthometric height was determined by differential leveling
 MG0535.and adjusted by the National Geodetic Survey in June 1991..
 MG0535
 MG0535.The geoid height was determined by GEOID03.
 MG0535
 MG0535.The dynamic height is computed by dividing the NAVD 88
 MG0535.geopotential number by the normal gravity value computed on the
 MG0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0535.degrees latitude (g = 980.6199 gals.).
 MG0535
 MG0535.The modeled gravity was interpolated from observed gravity values.
 MG0535
 MG0535;                    North         East    Units  Estimated Accuracy
 MG0535;SPC IA S     -   186,800.      661,690.      MT  (+/- 180 meters Scaled)
 MG0535
 MG0535                          SUPERSEDED SURVEY CONTROL
 MG0535
 MG0535  NGVD 29 (??/??/92)  197.669  (m)          648.52   (f) ADJ UNCH    1 2
 MG0535
 MG0535.Superseded values are not recommended for survey control.
 MG0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0535.See file dsdata.txt to determine how the superseded data were derived.
 MG0535
 MG0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG200136(NAD 83)
 MG0535_MARKER: DD = SURVEY DISK
 MG0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0535_STAMPING: 27
 MG0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0535+STABILITY: SURFACE MOTION
 MG0535
 MG0535  HISTORY     - Date     Condition        Report By
 MG0535  HISTORY     - UNK      MONUMENTED       IASUNI
 MG0535  HISTORY     - 1935     GOOD             IAGS
 MG0535  HISTORY     - 1964     MARK NOT FOUND   NGS
 MG0535
 MG0535                          STATION DESCRIPTION
 MG0535
 MG0535'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0535'NEAR IOWA CITY.
 MG0535'WEST OF IOWA CITY, JOHNSON COUNTY, ON U.S. HIGHWAY 6, IN THE
 MG0535'NORTHEAST QUARTER OF SEC. 8, T.79 N., R.6 W., AT FINKBINE FIELD,
 MG0535'139 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CASINO, AT THE
 MG0535'JUNCTION OF ROCKY SHORE DRIVE, 33.5 FEET SOUTH OF THE CENTERLINE
 MG0535'OF THE HIGHWAY, AND 12 FEET WEST OF THE PROLONGATION OF THE
 MG0535'CENTERLINE OF THE DRIVE.  A STATE UNIVERSITY OF IOWA STANDARD DISK,
 MG0535'STAMPED 27 AND SET IN THE TOP OF A CONCRETE POST.
 MG0535
 MG0535                          STATION RECOVERY (1964)
 MG0535
 MG0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0312 ***********************************************************************
 NJ0312  DESIGNATION -  270
 NJ0312  PID         -  NJ0312
 NJ0312  STATE/COUNTY-  IA/DUBUQUE
 NJ0312  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0312
 NJ0312                         *CURRENT SURVEY CONTROL
 NJ0312  ___________________________________________________________________
 NJ0312* NAD 83(1986)-  42 36 32.     (N)    090 42 09.     (W)     SCALED    
 NJ0312* NAVD 88     -       189.41   (+/-2cm)     621.4    (feet)  VERTCON   
 NJ0312  ___________________________________________________________________
 NJ0312  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 NJ0312
 NJ0312  VERT ORDER  -  ? (See Below)
 NJ0312
 NJ0312.The horizontal coordinates were scaled from a topographic map and have
 NJ0312.an estimated accuracy of +/- 6 seconds.
 NJ0312
 NJ0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0312.The vertical order pertains to the NGVD 29 superseded value.
 NJ0312
 NJ0312.The geoid height was determined by GEOID03.
 NJ0312
 NJ0312;                    North         East    Units  Estimated Accuracy
 NJ0312;SPC IA N     - 1,126,970.    1,729,500.      MT  (+/- 180 meters Scaled)
 NJ0312
 NJ0312                          SUPERSEDED SURVEY CONTROL
 NJ0312
 NJ0312  NGVD 29 (??/??/92)  189.467  (m)          621.61   (f) ADJ UNCH    ?  
 NJ0312
 NJ0312.Superseded values are not recommended for survey control.
 NJ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0312.See file dsdata.txt to determine how the superseded data were derived.
 NJ0312
 NJ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH884199(NAD 83)
 NJ0312_MARKER: P = PIPE CAP
 NJ0312_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0312_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0312_STAMPING: 42 DEG 36 MIN 32 SEC 90 DEG 42 MIN 13 SEC
 NJ0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0312
 NJ0312  HISTORY     - Date     Condition        Report By
 NJ0312  HISTORY     - UNK      MONUMENTED       MRC
 NJ0312  HISTORY     - 1970     GOOD             NGS
 NJ0312
 NJ0312                          STATION DESCRIPTION
 NJ0312
 NJ0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0312'3.1 MI SE FROM SPECHTS FERRY.
 NJ0312'ABOUT 3.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0312'AND PACIFIC RAILROAD FROM THE STATION SIGN AT SPECHTS FERRY,
 NJ0312'0.5 MILE SOUTH OF MILEPOST 53, 0.65 MILE SOUTH OF THE CROSSING
 NJ0312'OF A DIRT ROAD WHICH LEADS TO MUD FLAT PARK AND CAMPGROUND, 48
 NJ0312'FEET WEST OF THE WEST RAIL, 46 FEET WEST OF THE SOUTHWEST CORNER
 NJ0312'OF A WOODEN RAILROAD TRESTLE OVER LEISURE CREEK, 22 1/2 FEET
 NJ0312'SOUTHWEST OF A TELEPHONE POLE, ABOUT 8 FEET ABOVE THE LEVEL
 NJ0312'OF THE TRACK, AND IS A MISSISSIPPI RIVER COMMISSION CAP ON THE
 NJ0312'TOP OF AN IRON PIPE WHICH PROJECTS 8 INCHES.  SEC 15, T 90 N,
 NJ0312'R 2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9197 ***********************************************************************
 AE9197  DESIGNATION -  2713
 AE9197  PID         -  AE9197
 AE9197  STATE/COUNTY-  IA/LINN
 AE9197  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 AE9197
 AE9197                         *CURRENT SURVEY CONTROL
 AE9197  ___________________________________________________________________
 AE9197* NAD 83(1986)-  41 52 41.     (N)    091 38 49.     (W)     SCALED    
 AE9197* NAVD 88     -       236.228  (meters)     775.02   (feet)  ADJUSTED  
 AE9197  ___________________________________________________________________
 AE9197  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 AE9197  DYNAMIC HT  -         236.139 (meters)     774.73  (feet)  COMP
 AE9197  MODELED GRAV-     980,238.3   (mgal)                       NAVD 88
 AE9197
 AE9197  VERT ORDER  -  SECOND    CLASS I
 AE9197
 AE9197.The horizontal coordinates were scaled from a topographic map and have
 AE9197.an estimated accuracy of +/- 6 seconds.
 AE9197
 AE9197.The orthometric height was determined by differential leveling
 AE9197.and adjusted by the National Geodetic Survey in July 2002..
 AE9197
 AE9197.The geoid height was determined by GEOID03.
 AE9197
 AE9197.The dynamic height is computed by dividing the NAVD 88
 AE9197.geopotential number by the normal gravity value computed on the
 AE9197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9197.degrees latitude (g = 980.6199 gals.).
 AE9197
 AE9197.The modeled gravity was interpolated from observed gravity values.
 AE9197
 AE9197;                    North         East    Units  Estimated Accuracy
 AE9197;SPC IA N     - 1,043,680.    1,653,810.      MT  (+/- 180 meters Scaled)
 AE9197
 AE9197                          SUPERSEDED SURVEY CONTROL
 AE9197
 AE9197.No superseded survey control is available for this station.
 AE9197
 AE9197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG122371(NAD 83)
 AE9197_MARKER: DB = BENCH MARK DISK
 AE9197_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE9197_SP_SET: ABUTMENT GUARDRAIL
 AE9197_STAMPING: 2713
 AE9197_MARK LOGO: IA-113
 AE9197_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9197+STABILITY: SURFACE MOTION
 AE9197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9197+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1998
 AE9197
 AE9197  HISTORY     - Date     Condition        Report By
 AE9197  HISTORY     - UNK      MONUMENTED       IA-113
 AE9197  HISTORY     - 19980108 GOOD             NGS
 AE9197
 AE9197                          STATION DESCRIPTION
 AE9197
 AE9197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9197'0.3 KM (0.20 MI) NORTHERLY ALONG ROSE AVENUE FROM THE POST OFFICE IN
 AE9197'SWISHER, THENCE 4.0 KM (2.50 MI) EASTERLY ALONG DIVISION STREET AND
 AE9197'COUNTY ROAD F-12, THENCE 3.4 KM (2.10 MI) NORTHERLY ALONG CLUB ROAD,
 AE9197'IN TOP OF AND 0.5 M (1.6 FT) NORTH OF THE SOUTH END OF THE SOUTHWEST
 AE9197'CONCRETE ABUTMENT GUARDRAIL OF A BRIDGE SPANNING SOUTH HOOSIER CREEK,
 AE9197'5.1 M (16.7 FT) WEST OF THE ROAD CENTER, AND 0.9 M (3.0 FT) ABOVE THE
 AE9197'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0390 ***********************************************************************
 MJ0390  DESIGNATION -  276
 MJ0390  PID         -  MJ0390
 MJ0390  STATE/COUNTY-  IA/SHELBY
 MJ0390  USGS QUAD   -  HARLAN (1978)
 MJ0390
 MJ0390                         *CURRENT SURVEY CONTROL
 MJ0390  ___________________________________________________________________
 MJ0390* NAD 83(1986)-  41 38 45.     (N)    095 20 22.     (W)     SCALED    
 MJ0390* NAVD 88     -       404.682  (meters)    1327.69   (feet)  ADJUSTED  
 MJ0390  ___________________________________________________________________
 MJ0390  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 MJ0390  DYNAMIC HT  -         404.495 (meters)    1327.08  (feet)  COMP
 MJ0390  MODELED GRAV-     980,147.8   (mgal)                       NAVD 88
 MJ0390
 MJ0390  VERT ORDER  -  SECOND    CLASS 0
 MJ0390
 MJ0390.The horizontal coordinates were scaled from a topographic map and have
 MJ0390.an estimated accuracy of +/- 6 seconds.
 MJ0390
 MJ0390.The orthometric height was determined by differential leveling
 MJ0390.and adjusted by the National Geodetic Survey in June 1991..
 MJ0390
 MJ0390.The geoid height was determined by GEOID03.
 MJ0390
 MJ0390.The dynamic height is computed by dividing the NAVD 88
 MJ0390.geopotential number by the normal gravity value computed on the
 MJ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0390.degrees latitude (g = 980.6199 gals.).
 MJ0390
 MJ0390.The modeled gravity was interpolated from observed gravity values.
 MJ0390
 MJ0390;                    North         East    Units  Estimated Accuracy
 MJ0390;SPC IA S     -   184,390.      346,770.      MT  (+/- 180 meters Scaled)
 MJ0390
 MJ0390                          SUPERSEDED SURVEY CONTROL
 MJ0390
 MJ0390  NGVD 29 (??/??/92)  404.558  (m)         1327.29   (f) ADJ UNCH    2 0
 MJ0390
 MJ0390.Superseded values are not recommended for survey control.
 MJ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0390.See file dsdata.txt to determine how the superseded data were derived.
 MJ0390
 MJ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG051130(NAD 83)
 MJ0390_MARKER: DB = BENCH MARK DISK
 MJ0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0390_STAMPING: 276
 MJ0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0390+STABILITY: SURFACE MOTION
 MJ0390
 MJ0390  HISTORY     - Date     Condition        Report By
 MJ0390  HISTORY     - UNK      MONUMENTED       CGS
 MJ0390  HISTORY     - 1949     GOOD             NGS
 MJ0390  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0390
 MJ0390                          STATION DESCRIPTION
 MJ0390
 MJ0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0390'0.7 MI W FROM HARLAN.
 MJ0390'0.7 MILE WEST ALONG STATE HIGHWAY NO. 39 FROM THE JUNCTION OF
 MJ0390'STATE HIGHWAY NO. 39 WITH U.S. HIGHWAY NO. 59 AT HARLAN, ON THE
 MJ0390'TOP OF A CUT BANK, 233.0 FEET EAST OF THE CENTER LINE OF A DIRT
 MJ0390'ROAD LEADING NORTH, 58.1 FEET NORTH OF THE CENTER LINE OF THE
 MJ0390'HIGHWAY, 27.5 FEET EAST F THE SECOND POLE EAST OF THE JUNCTION
 MJ0390'OF THE ROADS, 95.3 FEET NORTHEAST OF PAVEMENT STATION NO. 599,
 MJ0390'1.8 FEET SOUTH OF A FENCE, 1.3 FEET WEST OF A REFERENCE POST,
 MJ0390'SET IN THE TOP OF A CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
 MJ0390
 MJ0390                          STATION RECOVERY (1975)
 MJ0390
 MJ0390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0320 ***********************************************************************
 NJ0320  DESIGNATION -  277
 NJ0320  PID         -  NJ0320
 NJ0320  STATE/COUNTY-  IA/DUBUQUE
 NJ0320  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0320
 NJ0320                         *CURRENT SURVEY CONTROL
 NJ0320  ___________________________________________________________________
 NJ0320* NAD 83(1986)-  42 31 49.     (N)    090 38 51.     (W)     SCALED    
 NJ0320* NAVD 88     -       186.34   (+/-2cm)     611.4    (feet)  VERTCON   
 NJ0320  ___________________________________________________________________
 NJ0320  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 NJ0320
 NJ0320  VERT ORDER  -  ? (See Below)
 NJ0320
 NJ0320.The horizontal coordinates were scaled from a topographic map and have
 NJ0320.an estimated accuracy of +/- 6 seconds.
 NJ0320
 NJ0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0320.The vertical order pertains to the NGVD 29 superseded value.
 NJ0320
 NJ0320.The geoid height was determined by GEOID03.
 NJ0320
 NJ0320;                    North         East    Units  Estimated Accuracy
 NJ0320;SPC IA N     - 1,118,390.    1,734,300.      MT  (+/- 180 meters Scaled)
 NJ0320
 NJ0320                          SUPERSEDED SURVEY CONTROL
 NJ0320
 NJ0320  NGVD 29 (??/??/92)  186.384  (m)          611.49   (f) ADJ UNCH    ?  
 NJ0320
 NJ0320.Superseded values are not recommended for survey control.
 NJ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0320.See file dsdata.txt to determine how the superseded data were derived.
 NJ0320
 NJ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH932113(NAD 83)
 NJ0320_MARKER: P = PIPE CAP
 NJ0320_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0320_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0320
 NJ0320  HISTORY     - Date     Condition        Report By
 NJ0320  HISTORY     - UNK      MONUMENTED       DOD
 NJ0320  HISTORY     - 1934     MARK NOT FOUND   NGS
 NJ0320
 NJ0320                          STATION DESCRIPTION
 NJ0320
 NJ0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0320'AT EAGLE POINT.
 NJ0320'AT EAGLE POINT, DUBUQUE COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 NJ0320'PAUL AND PACIFIC RAILROAD, 1/5 MILE SOUTH OF THE DUBUQUE
 NJ0320'WOODENWARE CO., 0.4 MILE NORTHEAST OF MILEPOST 115-46, 394 FEET
 NJ0320'NORTH OF BRIDGE 114, 267 FEET SOUTH OF BRIDGE 114.5 OVER A SEWER,
 NJ0320'IN THE UPPER END OF A MOUND BUILT UP FROM EARTH EXCAVATION FROM
 NJ0320'THE OPPOSITE SIDE OF THE TRACK, 13.6 FEET FROM THE CENTERLINE
 NJ0320'OF THE TRACK, AND 1-1/2 FEET WEST OF THE EAST FENCE.  AN IRON
 NJ0320'PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
 NJ0320'NOTE-- A SPUR TRACK HAS BEEN COSTRUCTED ON THE SAME SIDE OF THE
 NJ0320'MAIN TRACK AS THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0323 ***********************************************************************
 NJ0323  DESIGNATION -  278
 NJ0323  PID         -  NJ0323
 NJ0323  STATE/COUNTY-  IA/DUBUQUE
 NJ0323  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0323
 NJ0323                         *CURRENT SURVEY CONTROL
 NJ0323  ___________________________________________________________________
 NJ0323* NAD 83(1986)-  42 30 31.     (N)    090 39 50.     (W)     SCALED    
 NJ0323* NAVD 88     -       185.494  (meters)     608.57   (feet)  ADJUSTED  
 NJ0323  ___________________________________________________________________
 NJ0323  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 NJ0323  DYNAMIC HT  -         185.439 (meters)     608.39  (feet)  COMP
 NJ0323  MODELED GRAV-     980,316.0   (mgal)                       NAVD 88
 NJ0323
 NJ0323  VERT ORDER  -  FIRST     CLASS I
 NJ0323
 NJ0323.The horizontal coordinates were scaled from a topographic map and have
 NJ0323.an estimated accuracy of +/- 6 seconds.
 NJ0323
 NJ0323.The orthometric height was determined by differential leveling
 NJ0323.and adjusted by the National Geodetic Survey in June 1991..
 NJ0323.WARNING-Repeat measurements at this control monument indicate possible
 NJ0323.vertical movement.
 NJ0323
 NJ0323.The geoid height was determined by GEOID03.
 NJ0323
 NJ0323.The dynamic height is computed by dividing the NAVD 88
 NJ0323.geopotential number by the normal gravity value computed on the
 NJ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0323.degrees latitude (g = 980.6199 gals.).
 NJ0323
 NJ0323.The modeled gravity was interpolated from observed gravity values.
 NJ0323
 NJ0323;                    North         East    Units  Estimated Accuracy
 NJ0323;SPC IA N     - 1,115,940.    1,733,040.      MT  (+/- 180 meters Scaled)
 NJ0323
 NJ0323                          SUPERSEDED SURVEY CONTROL
 NJ0323
 NJ0323  NGVD 29 (??/??/92)  185.542  (m)          608.73   (f) ADJ UNCH    1 1
 NJ0323
 NJ0323.Superseded values are not recommended for survey control.
 NJ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0323.See file dsdata.txt to determine how the superseded data were derived.
 NJ0323
 NJ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH919088(NAD 83)
 NJ0323_MARKER: B = BOLT
 NJ0323_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NJ0323_SP_SET: DOOR SILL
 NJ0323_STAMPING: NO STAMPING
 NJ0323_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NJ0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0323+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2003
 NJ0323
 NJ0323  HISTORY     - Date     Condition        Report By
 NJ0323  HISTORY     - UNK      MONUMENTED       DOD
 NJ0323  HISTORY     - 1970     GOOD             NGS
 NJ0323  HISTORY     - 20030727 GOOD             USPSQD
 NJ0323  HISTORY     - 20031119 GOOD             WIDT
 NJ0323
 NJ0323                          STATION DESCRIPTION
 NJ0323
 NJ0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0323'1 MI NE FROM DUBUQUE.
 NJ0323'ABOUT 0.55 MILE NORTH ALONG LOCUST STREET FROM THE POST OFFICE AT
 NJ0323'DUBUQUE, THENCE 0.45 MILE EAST ALONG 15TH STREET, 66 YARDS EAST
 NJ0323'OF THE CENTER LINE OF ELM STREET, 31.4 FEET WEST OF THE WEST RAIL
 NJ0323'OF THE WEST TRACK OF THE CHICAGO, GREAT WESTERN RAILROAD, 51.5
 NJ0323'FEET EAST OF THE CENTER OF THE ENTRANCE TO THE BLUM COMPANY SALVAGE
 NJ0323'YARD, 22.0 FEET WEST OF THE SOUTHEAST CORNER OF A BRICK BUILDING,
 NJ0323'A COPPER BOLT LEADED IN THE TOP AND 0.7 FOOT EAST OF THE WEST END
 NJ0323'OF A STONE DOOR SILL OF THE BUILDING, 0.2 FOOT SOUTH OF THE NORTH
 NJ0323'FACE OF A BRICK WALL WHICH HAS BEEN CONSTRUCTED TO CLOSE THE OLD
 NJ0323'DOORWAY, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 NJ0323'SEC 24, T89N, R2E  NOTE-- PBM IS CHISELED IN THE STORE DOOR SILL.
 NJ0323
 NJ0323                          STATION RECOVERY (2003)
 NJ0323
 NJ0323'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0323'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5.0 FEET EAST OF
 NJ0323'THE WEST SIDE OF THE 4TH SINDOW FRAME EAST OF THE OFFICE ENTRANCE, 4.3
 NJ0323'FEET EAST OF A MASONARY GRATED VENTILATED WINDOW WELL.  NOTE-- THE
 NJ0323'DOOR REFERENCED IN 1970 HAS BEEN REMOVED AND BRICKED IN, BUT THE DOOR
 NJ0323'SILL REMAINS.
 NJ0323
 NJ0323                          STATION RECOVERY (2003)
 NJ0323
 NJ0323'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 NJ0323'OWNERSHIP--BLUM COMPANY SALVAGE YARD.  TO REACH THE STATION FROM THE
 NJ0323'JUNCTION OF STATE HIGHWAY 52 (CENTRAL AVENUE) WITH 15TH STREET IN THE
 NJ0323'CITY OF DUBUQUE, GO EAST-NORTHEAST ON 15TH STREET FOR 0.25 MI (0.4 KM)
 NJ0323'TO THE STATION ON THE LEFT.  THE STATION IS A COPPER BOLT LEADED SET
 NJ0323'IN THE TOP OF A STONE DOOR SILL OF THE BUILDING (A BRICK WALL HAS BEEN
 NJ0323'CONSTRUCTED TO CLOSE THE OLD DOORWAY) ABOUT 0.05 M (0.2 FT) ABOVE THE
 NJ0323'STREET PAVEMENT.   THE STATION IS 9.8 M (32.2 FT) NORTH OF THE
 NJ0323'CENTERLINE OF EAST 15TH STREET, 60 M (196.9 FT) EAST OF THE CENTERLINE
 NJ0323'OF ELM STREET, 26.2 M (86.0 FT) WEST OF THE WESTERN MOST RAIL FOR THE
 NJ0323'CHICAGO, GREAT WESTERN RAILROAD, 16.1 M (52.8 FT) EAST OF THE
 NJ0323'CENTERLINE OF THE WESTERNMOST ENTRANCE OF THE BLUM COMPANY SALVAGE
 NJ0323'YARD, AND 6.7 M (22.0 FT) WEST OF THE SOUTHEAST CORNER OF THE BLUM
 NJ0323'COMPANY SALVAGE YARD.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 NJ0323'OBSERVATIONS DUE TO BEING SET IN A BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0389 ***********************************************************************
 MJ0389  DESIGNATION -  278
 MJ0389  PID         -  MJ0389
 MJ0389  STATE/COUNTY-  IA/SHELBY
 MJ0389  USGS QUAD   -  HARLAN (1978)
 MJ0389
 MJ0389                         *CURRENT SURVEY CONTROL
 MJ0389  ___________________________________________________________________
 MJ0389* NAD 83(1986)-  41 38 45.     (N)    095 21 42.     (W)     SCALED    
 MJ0389* NAVD 88     -       416.018  (meters)    1364.89   (feet)  ADJUSTED  
 MJ0389  ___________________________________________________________________
 MJ0389  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 MJ0389  DYNAMIC HT  -         415.824 (meters)    1364.25  (feet)  COMP
 MJ0389  MODELED GRAV-     980,143.6   (mgal)                       NAVD 88
 MJ0389
 MJ0389  VERT ORDER  -  SECOND    CLASS 0
 MJ0389
 MJ0389.The horizontal coordinates were scaled from a topographic map and have
 MJ0389.an estimated accuracy of +/- 6 seconds.
 MJ0389
 MJ0389.The orthometric height was determined by differential leveling
 MJ0389.and adjusted by the National Geodetic Survey in June 1991..
 MJ0389
 MJ0389.The geoid height was determined by GEOID03.
 MJ0389
 MJ0389.The dynamic height is computed by dividing the NAVD 88
 MJ0389.geopotential number by the normal gravity value computed on the
 MJ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0389.degrees latitude (g = 980.6199 gals.).
 MJ0389
 MJ0389.The modeled gravity was interpolated from observed gravity values.
 MJ0389
 MJ0389;                    North         East    Units  Estimated Accuracy
 MJ0389;SPC IA S     -   184,430.      344,920.      MT  (+/- 180 meters Scaled)
 MJ0389
 MJ0389                          SUPERSEDED SURVEY CONTROL
 MJ0389
 MJ0389  NGVD 29 (??/??/92)  415.893  (m)         1364.48   (f) ADJ UNCH    2 0
 MJ0389
 MJ0389.Superseded values are not recommended for survey control.
 MJ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0389.See file dsdata.txt to determine how the superseded data were derived.
 MJ0389
 MJ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG033131(NAD 83)
 MJ0389_MARKER: DB = BENCH MARK DISK
 MJ0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0389_STAMPING: 278
 MJ0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0389+STABILITY: SURFACE MOTION
 MJ0389
 MJ0389  HISTORY     - Date     Condition        Report By
 MJ0389  HISTORY     - UNK      MONUMENTED       CGS
 MJ0389  HISTORY     - 1949     GOOD             NGS
 MJ0389
 MJ0389                          STATION DESCRIPTION
 MJ0389
 MJ0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0389'1.8 MI W FROM HARLAN.
 MJ0389'1.8 MILES WEST ALONG STATE HIGHWAY NO. 39 FROM THE JUNCTION OF
 MJ0389'STATE HIGHWAY NO. 39 WITH U.S. HIGHWAY NO. 59 AT HARLAN, ON THE
 MJ0389'TOP OF A CUT BANK ON THE EAST SLOPE OF A HILL, 70.8 FEET
 MJ0389'NORTH-NORTHWEST OF PAVEMENT STATION NO. 538, 58.8 FEET NORTH
 MJ0389'OF THE CENTER LNE OF THE HIGHWAY, 29.9 FEET EAST OF THE 5TH.
 MJ0389'TELEPHONE POLE EAST OF A NORTH-SOUTH SECTION LINE ROAD, 1.9 FEET
 MJ0389'SOUTH OF A FENCE, 1.0 FOOT WEST OF A REFERENCE POST, SET IN
 MJ0389'THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0388 ***********************************************************************
 MJ0388  DESIGNATION -  279
 MJ0388  PID         -  MJ0388
 MJ0388  STATE/COUNTY-  IA/SHELBY
 MJ0388  USGS QUAD   -  HARLAN (1978)
 MJ0388
 MJ0388                         *CURRENT SURVEY CONTROL
 MJ0388  ___________________________________________________________________
 MJ0388* NAD 83(1986)-  41 38 44.     (N)    095 22 10.     (W)     SCALED    
 MJ0388* NAVD 88     -       417.832  (meters)    1370.84   (feet)  ADJUSTED  
 MJ0388  ___________________________________________________________________
 MJ0388  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 MJ0388  DYNAMIC HT  -         417.636 (meters)    1370.19  (feet)  COMP
 MJ0388  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 MJ0388
 MJ0388  VERT ORDER  -  SECOND    CLASS 0
 MJ0388
 MJ0388.The horizontal coordinates were scaled from a topographic map and have
 MJ0388.an estimated accuracy of +/- 6 seconds.
 MJ0388
 MJ0388.The orthometric height was determined by differential leveling
 MJ0388.and adjusted by the National Geodetic Survey in June 1991..
 MJ0388
 MJ0388.The geoid height was determined by GEOID03.
 MJ0388
 MJ0388.The dynamic height is computed by dividing the NAVD 88
 MJ0388.geopotential number by the normal gravity value computed on the
 MJ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0388.degrees latitude (g = 980.6199 gals.).
 MJ0388
 MJ0388.The modeled gravity was interpolated from observed gravity values.
 MJ0388
 MJ0388;                    North         East    Units  Estimated Accuracy
 MJ0388;SPC IA S     -   184,410.      344,270.      MT  (+/- 180 meters Scaled)
 MJ0388
 MJ0388                          SUPERSEDED SURVEY CONTROL
 MJ0388
 MJ0388  NGVD 29 (??/??/92)  417.706  (m)         1370.42   (f) ADJ UNCH    2 0
 MJ0388
 MJ0388.Superseded values are not recommended for survey control.
 MJ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0388.See file dsdata.txt to determine how the superseded data were derived.
 MJ0388
 MJ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG026131(NAD 83)
 MJ0388_MARKER: DB = BENCH MARK DISK
 MJ0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0388_STAMPING: 279
 MJ0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0388+STABILITY: SURFACE MOTION
 MJ0388
 MJ0388  HISTORY     - Date     Condition        Report By
 MJ0388  HISTORY     - UNK      MONUMENTED       CGS
 MJ0388  HISTORY     - 1949     GOOD             NGS
 MJ0388
 MJ0388                          STATION DESCRIPTION
 MJ0388
 MJ0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0388'2.2 MI W FROM HARLAN.
 MJ0388'2.2 MILES WEST ALONG STATE HIGHWAY NO. 39 FROM THE JUNCTION
 MJ0388'OF STATE HIGHWAY NO. 39 WITH U.S. HIGHWAY NO. 59 AT HARLAN,
 MJ0388'74.0 FEET SOUTHEAST OF PAVEMENT STATION NO. 516, 44.8 FEET
 MJ0388'WEST OF THE 12TH. POLE WEST OF A NORTH-SOUTH SECTION LINE ROAD,
 MJ0388'66.0 FEET EAST OF THE 11TH. POLE WEST OF THE SECTION LINE ROAD,
 MJ0388'76.0 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD, 48.5 FEET
 MJ0388'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET NORTH OF A
 MJ0388'FENCE, 1.3 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 MJ0388'CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0536 ***********************************************************************
 MG0536  DESIGNATION -  28
 MG0536  PID         -  MG0536
 MG0536  STATE/COUNTY-  IA/JOHNSON
 MG0536  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0536
 MG0536                         *CURRENT SURVEY CONTROL
 MG0536  ___________________________________________________________________
 MG0536* NAD 83(1986)-  41 40 06.     (N)    091 33 55.     (W)     SCALED    
 MG0536* NAVD 88     -       198.375  (meters)     650.84   (feet)  ADJUSTED  
 MG0536  ___________________________________________________________________
 MG0536  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 MG0536  DYNAMIC HT  -         198.299 (meters)     650.59  (feet)  COMP
 MG0536  MODELED GRAV-     980,235.7   (mgal)                       NAVD 88
 MG0536
 MG0536  VERT ORDER  -  FIRST     CLASS II
 MG0536
 MG0536.The horizontal coordinates were scaled from a topographic map and have
 MG0536.an estimated accuracy of +/- 6 seconds.
 MG0536
 MG0536.The orthometric height was determined by differential leveling
 MG0536.and adjusted by the National Geodetic Survey in June 1991..
 MG0536
 MG0536.The geoid height was determined by GEOID03.
 MG0536
 MG0536.The dynamic height is computed by dividing the NAVD 88
 MG0536.geopotential number by the normal gravity value computed on the
 MG0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0536.degrees latitude (g = 980.6199 gals.).
 MG0536
 MG0536.The modeled gravity was interpolated from observed gravity values.
 MG0536
 MG0536;                    North         East    Units  Estimated Accuracy
 MG0536;SPC IA S     -   187,060.      661,110.      MT  (+/- 180 meters Scaled)
 MG0536
 MG0536                          SUPERSEDED SURVEY CONTROL
 MG0536
 MG0536  NGVD 29 (??/??/92)  198.41   (m)          651.0    (f) COMPUTED    1 2
 MG0536
 MG0536.Superseded values are not recommended for survey control.
 MG0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0536.See file dsdata.txt to determine how the superseded data were derived.
 MG0536
 MG0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG194139(NAD 83)
 MG0536_MARKER: DD = SURVEY DISK
 MG0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0536_STAMPING: 28
 MG0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0536+STABILITY: SURFACE MOTION
 MG0536
 MG0536  HISTORY     - Date     Condition        Report By
 MG0536  HISTORY     - UNK      MONUMENTED       IASUNI
 MG0536  HISTORY     - 1935     GOOD             IAGS
 MG0536  HISTORY     - 1964     MARK NOT FOUND   NGS
 MG0536
 MG0536                          STATION DESCRIPTION
 MG0536
 MG0536'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0536'NEAR IOWA CITY.
 MG0536'WEST OF IOWA CITY, JOHNSON COUNTY, ON U.S. HIGHWAY 6, IN THE NORTHEAST
 MG0536'QUARTER OF SEC. 8, T.79 N., R.6 W., AT FINKBINE FIELD, AT THE
 MG0536'INTERSECTION OF THE ROAD ALONG THE WEST SIDE OF THE FIELD, 140 FEET
 MG0536'SOUTH OF THE SOUTHWEST CORNER OF A SERVICE STATION AT THE NORTHEAST
 MG0536'CORNER OF THE INTERSECTION, 78 FEET SOUTH OF THE CENTERLINE OF
 MG0536'THE HIGHWAY, 44 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 25 FEET
 MG0536'SOUTHEAST OF THE NORTH END OF THE CONCRETE HEAD WALL OF A CULVERT
 MG0536'AT THE SOUTHEAST CORNER OF THE INTERSECTION.  A STATE UNIVERSITY
 MG0536'OF IOWA STANDARD DISK, STAMPED 28 AND SET IN THE TOP OF A CONCRETE
 MG0536'POST.
 MG0536
 MG0536                          STATION RECOVERY (1964)
 MG0536
 MG0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0412 ***********************************************************************
 MG0412  DESIGNATION -  28
 MG0412  PID         -  MG0412
 MG0412  STATE/COUNTY-  IA/MUSCATINE
 MG0412  USGS QUAD   -  MUSCATINE (1991)
 MG0412
 MG0412                         *CURRENT SURVEY CONTROL
 MG0412  ___________________________________________________________________
 MG0412* NAD 83(1986)-  41 25 08.     (N)    091 02 48.     (W)     SCALED    
 MG0412* NAVD 88     -       168.017  (meters)     551.24   (feet)  ADJUSTED  
 MG0412  ___________________________________________________________________
 MG0412  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MG0412  DYNAMIC HT  -         167.950 (meters)     551.02  (feet)  COMP
 MG0412  MODELED GRAV-     980,223.8   (mgal)                       NAVD 88
 MG0412
 MG0412  VERT ORDER  -  FIRST     CLASS II
 MG0412
 MG0412.The horizontal coordinates were scaled from a topographic map and have
 MG0412.an estimated accuracy of +/- 6 seconds.
 MG0412
 MG0412.The orthometric height was determined by differential leveling
 MG0412.and adjusted by the National Geodetic Survey in June 1991..
 MG0412
 MG0412.The geoid height was determined by GEOID03.
 MG0412
 MG0412.The dynamic height is computed by dividing the NAVD 88
 MG0412.geopotential number by the normal gravity value computed on the
 MG0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0412.degrees latitude (g = 980.6199 gals.).
 MG0412
 MG0412.The modeled gravity was interpolated from observed gravity values.
 MG0412
 MG0412;                    North         East    Units  Estimated Accuracy
 MG0412;SPC IA S     -   160,460.      705,060.      MT  (+/- 180 meters Scaled)
 MG0412
 MG0412                          SUPERSEDED SURVEY CONTROL
 MG0412
 MG0412  NGVD 29 (??/??/92)  168.088  (m)          551.47   (f) ADJ UNCH    1 2
 MG0412
 MG0412.Superseded values are not recommended for survey control.
 MG0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0412.See file dsdata.txt to determine how the superseded data were derived.
 MG0412
 MG0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF632871(NAD 83)
 MG0412_MARKER: B = BOLT
 MG0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0412_SP_SET: BUILDING
 MG0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0412
 MG0412  HISTORY     - Date     Condition        Report By
 MG0412  HISTORY     - UNK      MONUMENTED       USE
 MG0412  HISTORY     - 1940     GOOD             NGS
 MG0412  HISTORY     - 19960604 MARK NOT FOUND   USPSQD
 MG0412  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 MG0412
 MG0412                          STATION DESCRIPTION
 MG0412
 MG0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MG0412'AT MUSCATINE.
 MG0412'AT MUSCATINE, MUSCATINE COUNTY, AT THE RIVER END OF CHESTNUT
 MG0412'STREET, SOUTHWEST OF THE MUNICIPAL POWER PLANT SUB-STATION, AT
 MG0412'AN OLD BRICK BUILDING (THE ABANDONED WATERWORKS), IN THE BRICK
 MG0412'CHIMNEY AT THE SOUTHEAST END OF THE BUILDING, IN THE EAST SIDE
 MG0412'OF THE BASE, AND FLUSH WITH THE FLOOR.  THE CENTER OF A COPPER
 MG0412'BOLT LEADED HORIZONTALLY AND NEAR THE CHISELED LETTERS PBM.
 MG0412
 MG0412                          STATION RECOVERY (1996)
 MG0412
 MG0412'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0412'MARK NOT FOUND.
 MG0412
 MG0412                          STATION RECOVERY (1998)
 MG0412
 MG0412'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0387 ***********************************************************************
 MJ0387  DESIGNATION -  280
 MJ0387  PID         -  MJ0387
 MJ0387  STATE/COUNTY-  IA/SHELBY
 MJ0387  USGS QUAD   -  PANAMA (1978)
 MJ0387
 MJ0387                         *CURRENT SURVEY CONTROL
 MJ0387  ___________________________________________________________________
 MJ0387* NAD 83(1986)-  41 38 46.     (N)    095 23 01.     (W)     SCALED    
 MJ0387* NAVD 88     -       416.438  (meters)    1366.26   (feet)  ADJUSTED  
 MJ0387  ___________________________________________________________________
 MJ0387  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 MJ0387  DYNAMIC HT  -         416.241 (meters)    1365.62  (feet)  COMP
 MJ0387  MODELED GRAV-     980,139.8   (mgal)                       NAVD 88
 MJ0387
 MJ0387  VERT ORDER  -  SECOND    CLASS 0
 MJ0387
 MJ0387.The horizontal coordinates were scaled from a topographic map and have
 MJ0387.an estimated accuracy of +/- 6 seconds.
 MJ0387
 MJ0387.The orthometric height was determined by differential leveling
 MJ0387.and adjusted by the National Geodetic Survey in June 1991..
 MJ0387
 MJ0387.The geoid height was determined by GEOID03.
 MJ0387
 MJ0387.The dynamic height is computed by dividing the NAVD 88
 MJ0387.geopotential number by the normal gravity value computed on the
 MJ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0387.degrees latitude (g = 980.6199 gals.).
 MJ0387
 MJ0387.The modeled gravity was interpolated from observed gravity values.
 MJ0387
 MJ0387;                    North         East    Units  Estimated Accuracy
 MJ0387;SPC IA S     -   184,500.      343,100.      MT  (+/- 180 meters Scaled)
 MJ0387
 MJ0387                          SUPERSEDED SURVEY CONTROL
 MJ0387
 MJ0387  NGVD 29 (??/??/92)  416.310  (m)         1365.84   (f) ADJ UNCH    2 0
 MJ0387
 MJ0387.Superseded values are not recommended for survey control.
 MJ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0387.See file dsdata.txt to determine how the superseded data were derived.
 MJ0387
 MJ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG014132(NAD 83)
 MJ0387_MARKER: DB = BENCH MARK DISK
 MJ0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0387_STAMPING: 280
 MJ0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0387+STABILITY: SURFACE MOTION
 MJ0387
 MJ0387  HISTORY     - Date     Condition        Report By
 MJ0387  HISTORY     - UNK      MONUMENTED       CGS
 MJ0387  HISTORY     - 1949     GOOD             NGS
 MJ0387
 MJ0387                          STATION DESCRIPTION
 MJ0387
 MJ0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0387'3 MI W FROM HARLAN.
 MJ0387'3.0 MILES WEST ALONG STATE HIGHWAY NO. 39 FROM THE JUNCTION OF
 MJ0387'STATE HIGHWAY NO. 39 WITH U.S. HIGHWAY NO. 59 AT HARLAN, ON THE
 MJ0387'TOP OF A DEEP CUT BANK AT THE SUMMIT OF A HILL IN THE HIGHWAY,
 MJ0387'IN THE NORTHWEST QUARTER OF THE INTERSECTION OF THE HIGHWAY
 MJ0387'AND A NORTH-SOUTH SECTION LINE ROAD, 82.0 FEET NORTH OF THE
 MJ0387'CENTER LINE OF THE HIGHWAY (A SLOPING MEASUREMENT), 52.0 FEET
 MJ0387'WEST OF THE CENTER LINE OF THE SECTION LINE ROAD (A SLOPING
 MJ0387'MEASUREMENT), 35.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 MJ0387'SCHOOL BUILDING, 16.0 FEET NORTHEAST OF THE MOST EASTERLY WALNUT
 MJ0387'TREE IN AN EAST-WEST ROW OF WALNUT TREES, 4.5 FEET NORTHWEST OF A
 MJ0387'FENCE, 3.9 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP
 MJ0387'OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0385 ***********************************************************************
 MJ0385  DESIGNATION -  281
 MJ0385  PID         -  MJ0385
 MJ0385  STATE/COUNTY-  IA/SHELBY
 MJ0385  USGS QUAD   -  PANAMA (1978)
 MJ0385
 MJ0385                         *CURRENT SURVEY CONTROL
 MJ0385  ___________________________________________________________________
 MJ0385* NAD 83(1986)-  41 38 46.     (N)    095 23 37.     (W)     SCALED    
 MJ0385* NAVD 88     -       407.549  (meters)    1337.10   (feet)  ADJUSTED  
 MJ0385  ___________________________________________________________________
 MJ0385  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 MJ0385  DYNAMIC HT  -         407.356 (meters)    1336.47  (feet)  COMP
 MJ0385  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 MJ0385
 MJ0385  VERT ORDER  -  SECOND    CLASS 0
 MJ0385
 MJ0385.The horizontal coordinates were scaled from a topographic map and have
 MJ0385.an estimated accuracy of +/- 6 seconds.
 MJ0385
 MJ0385.The orthometric height was determined by differential leveling
 MJ0385.and adjusted by the National Geodetic Survey in June 1991..
 MJ0385
 MJ0385.The geoid height was determined by GEOID03.
 MJ0385
 MJ0385.The dynamic height is computed by dividing the NAVD 88
 MJ0385.geopotential number by the normal gravity value computed on the
 MJ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0385.degrees latitude (g = 980.6199 gals.).
 MJ0385
 MJ0385.The modeled gravity was interpolated from observed gravity values.
 MJ0385
 MJ0385;                    North         East    Units  Estimated Accuracy
 MJ0385;SPC IA S     -   184,520.      342,260.      MT  (+/- 180 meters Scaled)
 MJ0385
 MJ0385                          SUPERSEDED SURVEY CONTROL
 MJ0385
 MJ0385  NGVD 29 (??/??/92)  407.421  (m)         1336.68   (f) ADJ UNCH    2 0
 MJ0385
 MJ0385.Superseded values are not recommended for survey control.
 MJ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0385.See file dsdata.txt to determine how the superseded data were derived.
 MJ0385
 MJ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG006132(NAD 83)
 MJ0385_MARKER: DB = BENCH MARK DISK
 MJ0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0385_STAMPING: 281
 MJ0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0385+STABILITY: SURFACE MOTION
 MJ0385
 MJ0385  HISTORY     - Date     Condition        Report By
 MJ0385  HISTORY     - UNK      MONUMENTED       CGS
 MJ0385  HISTORY     - 1949     GOOD             NGS
 MJ0385
 MJ0385                          STATION DESCRIPTION
 MJ0385
 MJ0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0385'3.5 MI W FROM HARLAN.
 MJ0385'3.5 MILES WEST ALONG STATE HIGHWAY NO. 39 FROM THE JUNCTION OF
 MJ0385'STATE HIGHWAY NO. 39 WITH U.S. HIGHWAY NO. 59 AT HARLAN, ON THE
 MJ0385'EAST SLOPE OF A HILL, 62.0 FEET NORTH OF THE CENTER LINE OF THE
 MJ0385'HIGHWAY, 100.2 FEET NORTHWEST OF PAVEMENT STATION NO. 452, 77.5
 MJ0385'FEET NORTHEAST OF PAVEMENT STATION NO. 451, 11.3 FEET NORTH OF
 MJ0385'A 3-WAY CORNER FENCE POST, 12.6 FEET NORTH OF A REFERENCE POST,
 MJ0385'0.6 FOOT EAST OF A NORTH-SOUTH FENCE, SET IN THE TOP OF A CONCRETE
 MJ0385'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0384 ***********************************************************************
 MJ0384  DESIGNATION -  282
 MJ0384  PID         -  MJ0384
 MJ0384  STATE/COUNTY-  IA/SHELBY
 MJ0384  USGS QUAD   -  PANAMA (1978)
 MJ0384
 MJ0384                         *CURRENT SURVEY CONTROL
 MJ0384  ___________________________________________________________________
 MJ0384* NAD 83(1996)-  41 38 45.38069(N)    095 24 07.37958(W)     ADJUSTED  
 MJ0384* NAVD 88     -       423.164  (meters)    1388.33   (feet)  ADJUSTED  
 MJ0384  ___________________________________________________________________
 MJ0384  X           -    -449,397.650 (meters)                     COMP
 MJ0384  Y           -  -4,752,315.803 (meters)                     COMP
 MJ0384  Z           -   4,216,560.093 (meters)                     COMP
 MJ0384  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 MJ0384  ELLIP HEIGHT-         394.13  (meters)          (05/06/99) GPS OBS
 MJ0384  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 MJ0384  DYNAMIC HT  -         422.963 (meters)    1387.67  (feet)  COMP
 MJ0384  MODELED GRAV-     980,137.4   (mgal)                       NAVD 88
 MJ0384
 MJ0384  HORZ ORDER  -  THIRD
 MJ0384  VERT ORDER  -  SECOND    CLASS 0
 MJ0384  ELLP ORDER  -  FOURTH    CLASS I
 MJ0384
 MJ0384.The horizontal coordinates were established by GPS observations
 MJ0384.and adjusted by the National Geodetic Survey in May 1999..
 MJ0384
 MJ0384.The orthometric height was determined by differential leveling
 MJ0384.and adjusted by the National Geodetic Survey in June 1991..
 MJ0384
 MJ0384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ0384
 MJ0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0384
 MJ0384.The ellipsoidal height was determined by GPS observations
 MJ0384.and is referenced to NAD 83.
 MJ0384
 MJ0384.The geoid height was determined by GEOID03.
 MJ0384
 MJ0384.The dynamic height is computed by dividing the NAVD 88
 MJ0384.geopotential number by the normal gravity value computed on the
 MJ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0384.degrees latitude (g = 980.6199 gals.).
 MJ0384
 MJ0384.The modeled gravity was interpolated from observed gravity values.
 MJ0384
 MJ0384;                    North         East     Units Scale Factor Converg.
 MJ0384;SPC IA S     -   184,515.472   341,559.214   MT  0.99997849   -1 15 10.4
 MJ0384;UTM  15      - 4,613,253.797   299,962.046   MT  1.00009245   -1 35 48.3
 MJ0384
 MJ0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0384!SPC IA S     -   0.99993819  x   0.99997849  =   0.99991668
 MJ0384!UTM  15      -   0.99993819  x   1.00009245  =   1.00003063
 MJ0384
 MJ0384                          SUPERSEDED SURVEY CONTROL
 MJ0384
 MJ0384  NAD 83(1996)-  41 38 45.38278(N)    095 24 07.38087(W) AD(       ) 3
 MJ0384  NAD 83(1986)-  41 38 45.38533(N)    095 24 07.38260(W) AD(       ) 3
 MJ0384  NGVD 29 (??/??/92)  423.036  (m)         1387.91   (f) ADJ UNCH    2 0
 MJ0384
 MJ0384.Superseded values are not recommended for survey control.
 MJ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0384.See file dsdata.txt to determine how the superseded data were derived.
 MJ0384
 MJ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9996213254(NAD 83)
 MJ0384_MARKER: DB = BENCH MARK DISK
 MJ0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0384_SP_SET: CONCRETE POST
 MJ0384_STAMPING: 282
 MJ0384_MARK LOGO: CGS   
 MJ0384_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0384+STABILITY: SURFACE MOTION
 MJ0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0384+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1989
 MJ0384
 MJ0384  HISTORY     - Date     Condition        Report By
 MJ0384  HISTORY     - UNK      MONUMENTED       CGS
 MJ0384  HISTORY     - 1949     GOOD             NGS
 MJ0384  HISTORY     - 19890512 GOOD             NGS
 MJ0384
 MJ0384                          STATION DESCRIPTION
 MJ0384
 MJ0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0384'3.9 MI W FROM HARLAN.
 MJ0384'3.9 MILES WEST ALONG STATE HIGHWAY NO. 39 FROM THE JUNCTION OF
 MJ0384'STATE HIGHWAY NO. 39 WITH U.S. HIGHWAY NO. 59 AT HARLAN, 309.0
 MJ0384'FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH SECTION LINE ROAD,
 MJ0384'69.7 FEET NORTH OF PAVEMENT STATION NO. 428, 60.0 FEET NORTH
 MJ0384'OF THE CENTER LINE OF THE HIGHWAY, 18.7 FEET NORTH OF THE CORNER
 MJ0384'FENCE POST AT THE SOUTHEAST CORNER OF A CEMETERY, 20.5 FEET
 MJ0384'NORTH OF A REFERENCE POST, 0.8 FOOT WEST OF THE NORTH-SOUTH
 MJ0384'FENCE ALONG THE EAST SIDE OF THE CEMETERY GROUNDS, SET IN THE
 MJ0384'TOP OF A CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
 MJ0384
 MJ0384                          STATION RECOVERY (1989)
 MJ0384
 MJ0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0384'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) WEST OF HARLAN, ALONG
 MJ0384'THE NORTH SIDE OF STATE HIGHWAY 44, NEAR THE SOUTHEAST CORNER OF AN
 MJ0384'UNNAMED CEMETERY AND ON THE WEST SIDE OF A FENCE SEPARATING THE
 MJ0384'CEMETERY FROM A CULTIVATED FIELD.  OWNERSHIP UNKNOWN.
 MJ0384'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND STATE
 MJ0384'HIGHWAY 44 ON THE WEST SIDE OF HARLAN, GO WEST ON STATE HIGHWAY 44 FOR
 MJ0384'4.2 KM (2.60 MI) TO A SMALL BRIDGE.  CONTINUE AHEAD FOR 1.1 KM
 MJ0384'(0.70 MI) TO A SMALL HILL, THE CEMETERY AND THE STATION ON THE RIGHT.
 MJ0384'THE STATION IS A CGS AND STATE SURVEY DISK PROJECTING 6-INCHES.
 MJ0384'LOCATED 94.0 M (308.4 FT) EAST OF THE CENTER OF A GRAVEL ROAD, 18.1 M
 MJ0384'(59.4 FT) NORTH OF THE CENTER OF THE HIGHWAY, 5.7 M (18.7 FT) NORTH OF
 MJ0384'THE SOUTHWEST CORNER OF A FENCE POST, 0.2 M (0.7 FT) WEST OF THE FENCE
 MJ0384'AND 0.2 M (0.7 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 MJ0384'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0383 ***********************************************************************
 MJ0383  DESIGNATION -  283
 MJ0383  PID         -  MJ0383
 MJ0383  STATE/COUNTY-  IA/SHELBY
 MJ0383  USGS QUAD   -  PANAMA (1978)
 MJ0383
 MJ0383                         *CURRENT SURVEY CONTROL
 MJ0383  ___________________________________________________________________
 MJ0383* NAD 83(1986)-  41 38 43.     (N)    095 24 38.     (W)     SCALED    
 MJ0383* NAVD 88     -       423.134  (meters)    1388.23   (feet)  ADJUSTED  
 MJ0383  ___________________________________________________________________
 MJ0383  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 MJ0383  DYNAMIC HT  -         422.933 (meters)    1387.57  (feet)  COMP
 MJ0383  MODELED GRAV-     980,136.7   (mgal)                       NAVD 88
 MJ0383
 MJ0383  VERT ORDER  -  SECOND    CLASS 0
 MJ0383
 MJ0383.The horizontal coordinates were scaled from a topographic map and have
 MJ0383.an estimated accuracy of +/- 6 seconds.
 MJ0383
 MJ0383.The orthometric height was determined by differential leveling
 MJ0383.and adjusted by the National Geodetic Survey in June 1991..
 MJ0383
 MJ0383.The geoid height was determined by GEOID03.
 MJ0383
 MJ0383.The dynamic height is computed by dividing the NAVD 88
 MJ0383.geopotential number by the normal gravity value computed on the
 MJ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0383.degrees latitude (g = 980.6199 gals.).
 MJ0383
 MJ0383.The modeled gravity was interpolated from observed gravity values.
 MJ0383
 MJ0383;                    North         East    Units  Estimated Accuracy
 MJ0383;SPC IA S     -   184,460.      340,850.      MT  (+/- 180 meters Scaled)
 MJ0383
 MJ0383                          SUPERSEDED SURVEY CONTROL
 MJ0383
 MJ0383  NGVD 29 (??/??/92)  423.006  (m)         1387.81   (f) ADJ UNCH    2 0
 MJ0383
 MJ0383.Superseded values are not recommended for survey control.
 MJ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0383.See file dsdata.txt to determine how the superseded data were derived.
 MJ0383
 MJ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG992132(NAD 83)
 MJ0383_MARKER: DB = BENCH MARK DISK
 MJ0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0383_STAMPING: 283
 MJ0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0383+STABILITY: SURFACE MOTION
 MJ0383
 MJ0383  HISTORY     - Date     Condition        Report By
 MJ0383  HISTORY     - UNK      MONUMENTED       CGS
 MJ0383  HISTORY     - 1949     GOOD             NGS
 MJ0383
 MJ0383                          STATION DESCRIPTION
 MJ0383
 MJ0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0383'4.3 MI W FROM HARLAN.
 MJ0383'4.3 MILES WEST ALONG STATE HIGHWAY NO. 39 FROM THE JUNCTION OF
 MJ0383'STATE HIGHWAY NO. 39 WITH U.S. HIGHWAY NO. 59 AT HARLAN, ON
 MJ0383'THE TOP OF A CUT BANK ON THE WEST SLOPE OF A HILL, 86.9 FEET
 MJ0383'SOUTHWEST OF PAVEMENT STATION NO. 406 (SLOPING MEASUREMENT),
 MJ0383'59.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY (SLOPING
 MJ0383'MEASUREMENT), 59.0 FEET SOUTHEAST OF PAVEMENT STATION NO. 405
 MJ0383'(SLOPING MEASUREMENT), 13.5 FEET WEST OF A 3-WAY CORNER FENCE
 MJ0383'POST, 16.8 FEET WEST OF A POWER LINE POLE, 1.0 FOOT NORTH
 MJ0383'OF A FENCE, 1.2 FEET WEST OF A REFERENCE POST, SET IN THE TOP
 MJ0383'OF A CONCRETE POST ABOUT 0.2 FOOT BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0212 ***********************************************************************
 NJ0212  DESIGNATION -  284
 NJ0212  PID         -  NJ0212
 NJ0212  STATE/COUNTY-  IA/DUBUQUE
 NJ0212  USGS QUAD   -  MENOMINEE (1978)
 NJ0212
 NJ0212                         *CURRENT SURVEY CONTROL
 NJ0212  ___________________________________________________________________
 NJ0212* NAD 83(1986)-  42 27 23.     (N)    090 37 24.     (W)     SCALED    
 NJ0212* NAVD 88     -       186.64   (+/-2cm)     612.3    (feet)  VERTCON   
 NJ0212  ___________________________________________________________________
 NJ0212  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 NJ0212
 NJ0212  VERT ORDER  -  ? (See Below)
 NJ0212
 NJ0212.The horizontal coordinates were scaled from a topographic map and have
 NJ0212.an estimated accuracy of +/- 6 seconds.
 NJ0212
 NJ0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0212.The vertical order pertains to the NGVD 29 superseded value.
 NJ0212
 NJ0212.The geoid height was determined by GEOID03.
 NJ0212
 NJ0212;                    North         East    Units  Estimated Accuracy
 NJ0212;SPC IA N     - 1,110,260.    1,736,570.      MT  (+/- 180 meters Scaled)
 NJ0212
 NJ0212                          SUPERSEDED SURVEY CONTROL
 NJ0212
 NJ0212  NGVD 29 (??/??/92)  186.692  (m)          612.51   (f) ADJ UNCH    ?  
 NJ0212
 NJ0212.Superseded values are not recommended for survey control.
 NJ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0212.See file dsdata.txt to determine how the superseded data were derived.
 NJ0212
 NJ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH954031(NAD 83)
 NJ0212_MARKER: B = BOLT
 NJ0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0212_SP_SET: TILE
 NJ0212_STAMPING: 42 DEG 27 MIN 25 SEC 90 DEG 37 MIN 28 SEC
 NJ0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0212
 NJ0212  HISTORY     - Date     Condition        Report By
 NJ0212  HISTORY     - UNK      MONUMENTED       MRC
 NJ0212  HISTORY     - 1970     MARK NOT FOUND   NGS
 NJ0212
 NJ0212                          STATION DESCRIPTION
 NJ0212
 NJ0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0212'3.2 MI S FROM DUBUQUE.
 NJ0212'PBM 284 IS A COPPER BOLT ST IN THE TOP OF AN 18 - X 18-INCH
 NJ0212'TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH
 NJ0212'AN IRON PIPE WHICH BEARS A MISSISSIPPI RIVER COMMISSION CAP STAMPED
 NJ0212'42 DEG 27 MIN 25 SEC 90 DEG 37 MIN 28 SEC AND WHICH IS DESIGNATED
 NJ0212'PBM 285 (MRC).  THE PIPE WAS NOT REMOVED IN ORDER TO SEARCH
 NJ0212'FOR THE BOLT AT THIS TIME.  SEC 9, T 88N, R 2W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0213 ***********************************************************************
 NJ0213  DESIGNATION -  285
 NJ0213  PID         -  NJ0213
 NJ0213  STATE/COUNTY-  IA/DUBUQUE
 NJ0213  USGS QUAD   -  MENOMINEE (1978)
 NJ0213
 NJ0213                         *CURRENT SURVEY CONTROL
 NJ0213  ___________________________________________________________________
 NJ0213* NAD 83(1986)-  42 27 23.     (N)    090 37 24.     (W)     SCALED    
 NJ0213* NAVD 88     -       187.86   (+/-2cm)     616.3    (feet)  VERTCON   
 NJ0213  ___________________________________________________________________
 NJ0213  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 NJ0213
 NJ0213  VERT ORDER  -  ? (See Below)
 NJ0213
 NJ0213.The horizontal coordinates were scaled from a topographic map and have
 NJ0213.an estimated accuracy of +/- 6 seconds.
 NJ0213
 NJ0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0213.The vertical order pertains to the NGVD 29 superseded value.
 NJ0213
 NJ0213.The geoid height was determined by GEOID03.
 NJ0213
 NJ0213;                    North         East    Units  Estimated Accuracy
 NJ0213;SPC IA N     - 1,110,260.    1,736,570.      MT  (+/- 180 meters Scaled)
 NJ0213
 NJ0213                          SUPERSEDED SURVEY CONTROL
 NJ0213
 NJ0213  NGVD 29 (??/??/92)  187.911  (m)          616.50   (f) ADJ UNCH    ?  
 NJ0213
 NJ0213.Superseded values are not recommended for survey control.
 NJ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0213.See file dsdata.txt to determine how the superseded data were derived.
 NJ0213
 NJ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH954031(NAD 83)
 NJ0213_MARKER: P = PIPE CAP
 NJ0213_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0213_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0213_STAMPING: 42 DEG 27 MIN 25 SEC 90 DEG 37 MIN 28 SEC
 NJ0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0213
 NJ0213  HISTORY     - Date     Condition        Report By
 NJ0213  HISTORY     - UNK      MONUMENTED       MRC
 NJ0213  HISTORY     - 1970     GOOD             NGS
 NJ0213
 NJ0213                          STATION DESCRIPTION
 NJ0213
 NJ0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0213'3.2 MI S FROM DUBUQUE.
 NJ0213'ABOUT 3.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0213'AND PACIFIC RAILROAD FROM THE UNDERPASS FOR U.S. HIGHWAY 20 AT
 NJ0213'DUBUQUE, AT THE SOUTHEAST END OF A CUT, 10 1/2 RAILS SOUTHEAST
 NJ0213'OF THE CATTESE SIDING SIGN, 44.7 FEET SOUTHWEST OF THE SOUTHWEST
 NJ0213'RAIL OF THE MAIN TRACK, 30.6 FEET SOUTHWEST OF THE SOUTHWEST
 NJ0213'RAIL OF A SIDETRACK, 22.7 FEET SOUTH OF A TELEPHONE POLE, 3 FEET
 NJ0213'NORTHEAST OF A FENCE, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 NJ0213'TRACK, AND IS A MISSISSIPPI RIVER COMMISSION CAP ON THE TOP OF AN
 NJ0213'IRON PIPE WHICH PROJECTS 0.8 FOOT.  SEC 9, T 88 N, R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0381 ***********************************************************************
 MJ0381  DESIGNATION -  285
 MJ0381  PID         -  MJ0381
 MJ0381  STATE/COUNTY-  IA/SHELBY
 MJ0381  USGS QUAD   -  PANAMA (1978)
 MJ0381
 MJ0381                         *CURRENT SURVEY CONTROL
 MJ0381  ___________________________________________________________________
 MJ0381* NAD 83(1986)-  41 38 44.     (N)    095 26 17.     (W)     SCALED    
 MJ0381* NAVD 88     -       422.479  (meters)    1386.08   (feet)  ADJUSTED  
 MJ0381  ___________________________________________________________________
 MJ0381  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 MJ0381  DYNAMIC HT  -         422.278 (meters)    1385.42  (feet)  COMP
 MJ0381  MODELED GRAV-     980,135.6   (mgal)                       NAVD 88
 MJ0381
 MJ0381  VERT ORDER  -  SECOND    CLASS 0
 MJ0381
 MJ0381.The horizontal coordinates were scaled from a topographic map and have
 MJ0381.an estimated accuracy of +/- 6 seconds.
 MJ0381
 MJ0381.The orthometric height was determined by differential leveling
 MJ0381.and adjusted by the National Geodetic Survey in June 1991..
 MJ0381
 MJ0381.The geoid height was determined by GEOID03.
 MJ0381
 MJ0381.The dynamic height is computed by dividing the NAVD 88
 MJ0381.geopotential number by the normal gravity value computed on the
 MJ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0381.degrees latitude (g = 980.6199 gals.).
 MJ0381
 MJ0381.The modeled gravity was interpolated from observed gravity values.
 MJ0381
 MJ0381;                    North         East    Units  Estimated Accuracy
 MJ0381;SPC IA S     -   184,540.      338,560.      MT  (+/- 180 meters Scaled)
 MJ0381
 MJ0381                          SUPERSEDED SURVEY CONTROL
 MJ0381
 MJ0381  NGVD 29 (??/??/92)  422.350  (m)         1385.66   (f) ADJ UNCH    2 0
 MJ0381
 MJ0381.Superseded values are not recommended for survey control.
 MJ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0381.See file dsdata.txt to determine how the superseded data were derived.
 MJ0381
 MJ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG969132(NAD 83)
 MJ0381_MARKER: DB = BENCH MARK DISK
 MJ0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0381_STAMPING: 285
 MJ0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0381+STABILITY: SURFACE MOTION
 MJ0381
 MJ0381  HISTORY     - Date     Condition        Report By
 MJ0381  HISTORY     - UNK      MONUMENTED       CGS
 MJ0381  HISTORY     - 1949     GOOD             NGS
 MJ0381
 MJ0381                          STATION DESCRIPTION
 MJ0381
 MJ0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0381'4.2 MI E FROM PORTSMOUTH.
 MJ0381'4.2 MILES EAST ALONG STATE HIGHWAY NO. 39 FROM THE JUNCTION OF
 MJ0381'STATE HIGHWAY NO. 39 WITH STATE HIGHWAY NO. 191 AT PORTSMOUTH,
 MJ0381'ON THE WEST SLOPE OF A HILL, 0.15 MILE EAST OF A NORTH-SOUTH
 MJ0381'SECTION LINE ROAD, 234.0 FEET WEST OF A 3-WAY CORNER FENCE POST
 MJ0381'AT A GATE, 274.0 FEET EAST OF THE CENTERLINE OF THE SOUTH END OF
 MJ0381'CONCRETE PIPE CULVERT NO. 32, 74.3 FEET SOUTH OF THE CENTER LINE
 MJ0381'OF THE HIGHWAY, 64.4 FEET SOUTH OF PAVEMENT STATION NO. 330, 1.0
 MJ0381'FOOT NORTH OF A FENCE, 1.4 FEET WEST OF A REFERENCE POST, SET
 MJ0381'IN THE TOP OF A CONCRETE POST ABOUT 0.2 FOOT BELOW GROUND LEVEL.
 MJ0381'NOTE-- THIS BENCH MARK IS 0.8 MILE WEST OF BENCH MARK U 150.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0217 ***********************************************************************
 NJ0217  DESIGNATION -  286
 NJ0217  PID         -  NJ0217
 NJ0217  STATE/COUNTY-  IA/DUBUQUE
 NJ0217  USGS QUAD   -  MENOMINEE (1978)
 NJ0217
 NJ0217                         *CURRENT SURVEY CONTROL
 NJ0217  ___________________________________________________________________
 NJ0217* NAD 83(1986)-  42 26 22.     (N)    090 35 30.     (W)     SCALED    
 NJ0217* NAVD 88     -       183.52   (+/-2cm)     602.1    (feet)  VERTCON   
 NJ0217  ___________________________________________________________________
 NJ0217  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 NJ0217
 NJ0217  VERT ORDER  -  ? (See Below)
 NJ0217
 NJ0217.The horizontal coordinates were scaled from a topographic map and have
 NJ0217.an estimated accuracy of +/- 6 seconds.
 NJ0217
 NJ0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0217.The vertical order pertains to the NGVD 29 superseded value.
 NJ0217
 NJ0217.The geoid height was determined by GEOID03.
 NJ0217
 NJ0217;                    North         East    Units  Estimated Accuracy
 NJ0217;SPC IA N     - 1,108,470.    1,739,230.      MT  (+/- 180 meters Scaled)
 NJ0217
 NJ0217                          SUPERSEDED SURVEY CONTROL
 NJ0217
 NJ0217  NGVD 29 (??/??/92)  183.565  (m)          602.25   (f) ADJ UNCH    ?  
 NJ0217
 NJ0217.Superseded values are not recommended for survey control.
 NJ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0217.See file dsdata.txt to determine how the superseded data were derived.
 NJ0217
 NJ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH980013(NAD 83)
 NJ0217_MARKER: B = BOLT
 NJ0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0217_SP_SET: TILE
 NJ0217_STAMPING: 42 DEG 26 MIN 18 SEC 90 DEG 35 MIN 22 SEC
 NJ0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0217
 NJ0217  HISTORY     - Date     Condition        Report By
 NJ0217  HISTORY     - UNK      MONUMENTED       MRC
 NJ0217  HISTORY     - 1970     MARK NOT FOUND   NGS
 NJ0217
 NJ0217                          STATION DESCRIPTION
 NJ0217
 NJ0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0217'0.6 MI NW FROM MASSEY.
 NJ0217'PBM 286 IS A COPPER BOLT SET IN AN 18 - X 18-INCH TILE ABOUT
 NJ0217'3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 NJ0217'PIPE WHICH BEARS A MISSISSIPPI RIVER COMMISSION CAP STAMPED
 NJ0217'42 DEG 26 MIN 18 SEC 90 DEG 35 MIN 22 SEC AND WHICH IS DESIGNATED
 NJ0217'PBM 287 (MRC).  THE PIPE WAS NOT REMOVED AT THIS TIME IN ORDER
 NJ0217'TO SEARCH FOR THE BOLT.  SEC 15, T 88 N, R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0380 ***********************************************************************
 MJ0380  DESIGNATION -  286
 MJ0380  PID         -  MJ0380
 MJ0380  STATE/COUNTY-  IA/SHELBY
 MJ0380  USGS QUAD   -  PANAMA (1978)
 MJ0380
 MJ0380                         *CURRENT SURVEY CONTROL
 MJ0380  ___________________________________________________________________
 MJ0380* NAD 83(1986)-  41 38 45.     (N)    095 26 54.     (W)     SCALED    
 MJ0380* NAVD 88     -       417.833  (meters)    1370.84   (feet)  ADJUSTED  
 MJ0380  ___________________________________________________________________
 MJ0380  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 MJ0380  DYNAMIC HT  -         417.635 (meters)    1370.19  (feet)  COMP
 MJ0380  MODELED GRAV-     980,135.9   (mgal)                       NAVD 88
 MJ0380
 MJ0380  VERT ORDER  -  SECOND    CLASS 0
 MJ0380
 MJ0380.The horizontal coordinates were scaled from a topographic map and have
 MJ0380.an estimated accuracy of +/- 6 seconds.
 MJ0380
 MJ0380.The orthometric height was determined by differential leveling
 MJ0380.and adjusted by the National Geodetic Survey in June 1991..
 MJ0380
 MJ0380.The geoid height was determined by GEOID03.
 MJ0380
 MJ0380.The dynamic height is computed by dividing the NAVD 88
 MJ0380.geopotential number by the normal gravity value computed on the
 MJ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0380.degrees latitude (g = 980.6199 gals.).
 MJ0380
 MJ0380.The modeled gravity was interpolated from observed gravity values.
 MJ0380
 MJ0380;                    North         East    Units  Estimated Accuracy
 MJ0380;SPC IA S     -   184,590.      337,700.      MT  (+/- 180 meters Scaled)
 MJ0380
 MJ0380                          SUPERSEDED SURVEY CONTROL
 MJ0380
 MJ0380  NGVD 29 (??/??/92)  417.706  (m)         1370.42   (f) ADJ UNCH    2 0
 MJ0380
 MJ0380.Superseded values are not recommended for survey control.
 MJ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0380.See file dsdata.txt to determine how the superseded data were derived.
 MJ0380
 MJ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG961133(NAD 83)
 MJ0380_MARKER: DB = BENCH MARK DISK
 MJ0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0380_STAMPING: 286
 MJ0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0380+STABILITY: SURFACE MOTION
 MJ0380
 MJ0380  HISTORY     - Date     Condition        Report By
 MJ0380  HISTORY     - UNK      MONUMENTED       CGS
 MJ0380  HISTORY     - 1949     GOOD             NGS
 MJ0380
 MJ0380                          STATION DESCRIPTION
 MJ0380
 MJ0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0380'3.7 MI E FROM PORTSMOUTH.
 MJ0380'3.7 MILES EAST ALONG STATE HIGHWAY NO. 39 FROM THE JUNCTION
 MJ0380'OF STATE HIGHWAY NO. 39 WITH STATE HIGHWAY NO. 191 AT PORTSMOUTH,
 MJ0380'ON THE TOP OF A CUT BANK, 0.3 MILE EAST OF STEEL BRIDGE NO. 27
 MJ0380'OVER KEG CREEK, 98.9 FEET NORTHWEST OF PAVEMENT STATION NO.
 MJ0380'301 (SLOPING MEASUREMENT), 98.2 FEET NORTHEAST OF PAVEMENT
 MJ0380'STATION NO. 300 (SLOPING MEASUREMENT), 75.7 FEET NORTH OF THE
 MJ0380'CENTER LINE OF THE HIGHWAY (SLOPING MEASUREMENT), 36.5 FEET
 MJ0380'WEST OF POWER LINE POLE NO. 7, 27.3 FEET NORTHWEST OF A REFERENCE
 MJ0380'POST, 0.6 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 MJ0380'POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0216 ***********************************************************************
 NJ0216  DESIGNATION -  287
 NJ0216  PID         -  NJ0216
 NJ0216  STATE/COUNTY-  IA/DUBUQUE
 NJ0216  USGS QUAD   -  MENOMINEE (1978)
 NJ0216
 NJ0216                         *CURRENT SURVEY CONTROL
 NJ0216  ___________________________________________________________________
 NJ0216* NAD 83(1986)-  42 26 22.     (N)    090 35 30.     (W)     SCALED    
 NJ0216* NAVD 88     -       184.74   (+/-2cm)     606.1    (feet)  VERTCON   
 NJ0216  ___________________________________________________________________
 NJ0216  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 NJ0216
 NJ0216  VERT ORDER  -  ? (See Below)
 NJ0216
 NJ0216.The horizontal coordinates were scaled from a topographic map and have
 NJ0216.an estimated accuracy of +/- 6 seconds.
 NJ0216
 NJ0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0216.The vertical order pertains to the NGVD 29 superseded value.
 NJ0216
 NJ0216.The geoid height was determined by GEOID03.
 NJ0216
 NJ0216;                    North         East    Units  Estimated Accuracy
 NJ0216;SPC IA N     - 1,108,470.    1,739,230.      MT  (+/- 180 meters Scaled)
 NJ0216
 NJ0216                          SUPERSEDED SURVEY CONTROL
 NJ0216
 NJ0216  NGVD 29 (??/??/92)  184.784  (m)          606.25   (f) ADJ UNCH    ?  
 NJ0216
 NJ0216.Superseded values are not recommended for survey control.
 NJ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0216.See file dsdata.txt to determine how the superseded data were derived.
 NJ0216
 NJ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH980013(NAD 83)
 NJ0216_MARKER: P = PIPE CAP
 NJ0216_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0216_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0216_STAMPING: 42 DEG 26 MIN 18 SEC 90 DEG 35 MIN 22 SEC
 NJ0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0216
 NJ0216  HISTORY     - Date     Condition        Report By
 NJ0216  HISTORY     - UNK      MONUMENTED       MRC
 NJ0216  HISTORY     - 1970     GOOD             NGS
 NJ0216
 NJ0216                          STATION DESCRIPTION
 NJ0216
 NJ0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0216'0.6 MI NW FROM MASSEY.
 NJ0216'ABOUT 0.65 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 NJ0216'PAUL AND PACIFIC RAILROAD FROM THE CROSSING OF THE RAILROAD
 NJ0216'AND A PAVED ROAD AT MASSEY, 0.55 MILE NORTHWEST OF MILEPOST 37,
 NJ0216'0.45 MILE NORTHWEST OF A RAILROAD BRIDGE, 111 FEET WEST-NORTHWEST
 NJ0216'OF A POINT IN THE CENTER OF THE TRACK DIRECTLY BELOW THE CROSSING
 NJ0216'OF A POWER LINE, 44.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 NJ0216'284 FEET NORTHWEST OF A CORNER FENCE POST, 3 FEET NORTHEAST
 NJ0216'OF A FENCE, ABOUT LEVEL WITH THE TRACK, AND IS A MISSISSIPPI
 NJ0216'RIVER COMMISSION CAP ON THE TOP OF AN IRON PIPE WHICH PROJECTS
 NJ0216'10 INCHES.  SEC 15, T 88 N, R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0379 ***********************************************************************
 MJ0379  DESIGNATION -  287
 MJ0379  PID         -  MJ0379
 MJ0379  STATE/COUNTY-  IA/SHELBY
 MJ0379  USGS QUAD   -  PANAMA (1978)
 MJ0379
 MJ0379                         *CURRENT SURVEY CONTROL
 MJ0379  ___________________________________________________________________
 MJ0379* NAD 83(1986)-  41 38 44.     (N)    095 27 27.     (W)     SCALED    
 MJ0379* NAVD 88     -       407.258  (meters)    1336.15   (feet)  ADJUSTED  
 MJ0379  ___________________________________________________________________
 MJ0379  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 MJ0379  DYNAMIC HT  -         407.065 (meters)    1335.51  (feet)  COMP
 MJ0379  MODELED GRAV-     980,136.5   (mgal)                       NAVD 88
 MJ0379
 MJ0379  VERT ORDER  -  SECOND    CLASS 0
 MJ0379
 MJ0379.The horizontal coordinates were scaled from a topographic map and have
 MJ0379.an estimated accuracy of +/- 6 seconds.
 MJ0379
 MJ0379.The orthometric height was determined by differential leveling
 MJ0379.and adjusted by the National Geodetic Survey in June 1991..
 MJ0379
 MJ0379.The geoid height was determined by GEOID03.
 MJ0379
 MJ0379.The dynamic height is computed by dividing the NAVD 88
 MJ0379.geopotential number by the normal gravity value computed on the
 MJ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0379.degrees latitude (g = 980.6199 gals.).
 MJ0379
 MJ0379.The modeled gravity was interpolated from observed gravity values.
 MJ0379
 MJ0379;                    North         East    Units  Estimated Accuracy
 MJ0379;SPC IA S     -   184,580.      336,940.      MT  (+/- 180 meters Scaled)
 MJ0379
 MJ0379                          SUPERSEDED SURVEY CONTROL
 MJ0379
 MJ0379  NGVD 29 (??/??/92)  407.131  (m)         1335.73   (f) ADJ UNCH    2 0
 MJ0379
 MJ0379.Superseded values are not recommended for survey control.
 MJ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0379.See file dsdata.txt to determine how the superseded data were derived.
 MJ0379
 MJ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG953133(NAD 83)
 MJ0379_MARKER: DD = SURVEY DISK
 MJ0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0379_STAMPING: 287
 MJ0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0379+STABILITY: SURFACE MOTION
 MJ0379
 MJ0379  HISTORY     - Date     Condition        Report By
 MJ0379  HISTORY     - UNK      MONUMENTED       CGS
 MJ0379  HISTORY     - 1949     GOOD             NGS
 MJ0379
 MJ0379                          STATION DESCRIPTION
 MJ0379
 MJ0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0379'3.2 MI E FROM PORTSMOUTH.
 MJ0379'3.2 MILES EAST ALONG STATE HIGHWAY NO. 39 FROM THE JUNCTION OF
 MJ0379'STATE HIGHWAY NO. 39 WITH STATE HIGHWAY NO. 191 AT PORTSMOUTH,
 MJ0379'0.2 MILE WEST OF STEEL BRIDGE NO. 237 OVER KEG CREEK, 0.15
 MJ0379'MILE EAST OF A NORTH-SOUTH SECTION LINE ROAD, ON THE TOP OF A
 MJ0379'DEEP CUT BANK, 86.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 MJ0379'(SLOPING MEASUREMENT), 77.5 FEET SOUTH OF PAVEMENT STATION NO.
 MJ0379'277 (SLOPING MEASUREMENT), 7.5 FEET NORTH OF A FENCE, 6.8 FEET
 MJ0379'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MJ0379'AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0378 ***********************************************************************
 MJ0378  DESIGNATION -  288
 MJ0378  PID         -  MJ0378
 MJ0378  STATE/COUNTY-  IA/SHELBY
 MJ0378  USGS QUAD   -  PANAMA (1978)
 MJ0378
 MJ0378                         *CURRENT SURVEY CONTROL
 MJ0378  ___________________________________________________________________
 MJ0378* NAD 83(1986)-  41 38 45.     (N)    095 28 08.     (W)     SCALED    
 MJ0378* NAVD 88     -       421.866  (meters)    1384.07   (feet)  ADJUSTED  
 MJ0378  ___________________________________________________________________
 MJ0378  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 MJ0378  DYNAMIC HT  -         421.666 (meters)    1383.42  (feet)  COMP
 MJ0378  MODELED GRAV-     980,137.6   (mgal)                       NAVD 88
 MJ0378
 MJ0378  VERT ORDER  -  SECOND    CLASS 0
 MJ0378
 MJ0378.The horizontal coordinates were scaled from a topographic map and have
 MJ0378.an estimated accuracy of +/- 6 seconds.
 MJ0378
 MJ0378.The orthometric height was determined by differential leveling
 MJ0378.and adjusted by the National Geodetic Survey in June 1991..
 MJ0378
 MJ0378.The geoid height was determined by GEOID03.
 MJ0378
 MJ0378.The dynamic height is computed by dividing the NAVD 88
 MJ0378.geopotential number by the normal gravity value computed on the
 MJ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0378.degrees latitude (g = 980.6199 gals.).
 MJ0378
 MJ0378.The modeled gravity was interpolated from observed gravity values.
 MJ0378
 MJ0378;                    North         East    Units  Estimated Accuracy
 MJ0378;SPC IA S     -   184,630.      335,990.      MT  (+/- 180 meters Scaled)
 MJ0378
 MJ0378                          SUPERSEDED SURVEY CONTROL
 MJ0378
 MJ0378  NGVD 29 (??/??/92)  421.740  (m)         1383.66   (f) ADJ UNCH    2 0
 MJ0378
 MJ0378.Superseded values are not recommended for survey control.
 MJ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0378.See file dsdata.txt to determine how the superseded data were derived.
 MJ0378
 MJ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG943133(NAD 83)
 MJ0378_MARKER: DB = BENCH MARK DISK
 MJ0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0378_STAMPING: 288
 MJ0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0378+STABILITY: SURFACE MOTION
 MJ0378
 MJ0378  HISTORY     - Date     Condition        Report By
 MJ0378  HISTORY     - UNK      MONUMENTED       CGS
 MJ0378  HISTORY     - 1949     GOOD             NGS
 MJ0378  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0378
 MJ0378                          STATION DESCRIPTION
 MJ0378
 MJ0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0378'2.6 MI E FROM PORTSMOUTH.
 MJ0378'2.65 MILES EAST ALONG STATE HIGHWAY NO. 39 FROM THE JUNCTION OF
 MJ0378'STATE HIGHWAY NO. 39 WITH STATE HIGHWAY NO. 191 AT PORTSMOUTH,
 MJ0378'ON THE EAST SLOPE OF A ILL, 67.8 FEET NORTH OF THE CENTER LINE
 MJ0378'OF THE HIGHWAY, 32.0 FEET WEST OF THE CENTER LINE OF A FIELD
 MJ0378'ROAD LEADING NORTH INTO A FIELD, 78.5 FEET NORTH OF PAVEMENT
 MJ0378'STATION NO. 246, 1.7 FEET SOUTHWEST OF A 3-WAY CORNER FENCE
 MJ0378'POST, 1.5 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A REFERENCE
 MJ0378'POST, SET IN THE TOP OF A CONCRETE POST ABOUT 0.3 FOOT BELOW
 MJ0378'GROUND LEVEL.
 MJ0378
 MJ0378                          STATION RECOVERY (1975)
 MJ0378
 MJ0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0988 ***********************************************************************
 LF0988  DESIGNATION -  289
 LF0988  PID         -  LF0988
 LF0988  STATE/COUNTY-  IA/FREMONT
 LF0988  USGS QUAD   -  HAMBURG (1984)
 LF0988
 LF0988                         *CURRENT SURVEY CONTROL
 LF0988  ___________________________________________________________________
 LF0988* NAD 83(1996)-  40 35 05.40438(N)    095 44 07.28241(W)     ADJUSTED  
 LF0988* NAVD 88     -       277.258  (meters)     909.64   (feet)  ADJUSTED  
 LF0988  ___________________________________________________________________
 LF0988  LAPLACE CORR-          -6.67  (seconds)                    DEFLEC99
 LF0988  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LF0988  DYNAMIC HT  -         277.111 (meters)     909.15  (feet)  COMP
 LF0988  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 LF0988
 LF0988  HORZ ORDER  -  SECOND
 LF0988  VERT ORDER  -  SECOND    CLASS 0
 LF0988
 LF0988.The horizontal coordinates were established by classical geodetic methods
 LF0988.and adjusted by the National Geodetic Survey in May 1999..
 LF0988
 LF0988.The orthometric height was determined by differential leveling
 LF0988.and adjusted by the National Geodetic Survey in June 1991..
 LF0988
 LF0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0988
 LF0988.The geoid height was determined by GEOID03.
 LF0988
 LF0988.The dynamic height is computed by dividing the NAVD 88
 LF0988.geopotential number by the normal gravity value computed on the
 LF0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0988.degrees latitude (g = 980.6199 gals.).
 LF0988
 LF0988.The modeled gravity was interpolated from observed gravity values.
 LF0988
 LF0988;                    North         East     Units Scale Factor Converg.
 LF0988;SPC IA S     -    67,376.790   310,772.490   MT  1.00000577   -1 28 20.8
 LF0988;SPC NE       -    92,339.747   860,825.157   MT  0.99978667   +2 49 34.2
 LF0988;UTM  15      - 4,496,267.964   268,501.269   MT  1.00025971   -1 46 49.2
 LF0988
 LF0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0988!SPC IA S     -   0.99996119  x   1.00000577  =   0.99996696
 LF0988!SPC NE       -   0.99996119  x   0.99978667  =   0.99974787
 LF0988!UTM  15      -   0.99996119  x   1.00025971  =   1.00022089
 LF0988
 LF0988                          SUPERSEDED SURVEY CONTROL
 LF0988
 LF0988  NAD 83(1996)-  40 35 05.40438(N)    095 44 07.28241(W) AD(       ) 2
 LF0988  NAD 83(1986)-  40 35 05.41098(N)    095 44 07.27795(W) AD(       ) 2
 LF0988  NAD 27      -  40 35 05.41100(N)    095 44 06.28300(W) AD(       ) 2
 LF0988  NGVD 29 (??/??/92)  277.158  (m)          909.31   (f) ADJ UNCH    2 0
 LF0988
 LF0988.Superseded values are not recommended for survey control.
 LF0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0988.See file dsdata.txt to determine how the superseded data were derived.
 LF0988
 LF0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6850196268(NAD 83)
 LF0988_MARKER: DB = BENCH MARK DISK
 LF0988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0988_SP_SET: CULVERT
 LF0988_STAMPING: 289 89
 LF0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0988
 LF0988  HISTORY     - Date     Condition        Report By
 LF0988  HISTORY     - 1934     MONUMENTED       USE
 LF0988  HISTORY     - 1948     GOOD             NGS
 LF0988  HISTORY     - 1961     GOOD             CGS
 LF0988  HISTORY     - 1966     POOR             USGS
 LF0988
 LF0988                          STATION DESCRIPTION
 LF0988
 LF0988'DESCRIBED BY US ENGINEERS 1934 (CIA)
 LF0988'STATION IS LOCATED ABOUT 4 MILES WEST AND 1-1/2 MILES SOUTH OF
 LF0988'HAMBURG ON IOWA-MISSOURI STATE BOUNDARY LINE, IN NORTHEAST QUARTER
 LF0988'OF SEC. 35, T. 67 N., R. 43 W., 0.5 MILE EAST OF TRINAGULATION
 LF0988'STATION IAMO, 30 FEET SOUTH OF EAST-AND-WEST ROAD AND 30 FEET EAST
 LF0988'OF NORTH-AND-SOUTH ROAD.  MARK IS AN IRON PIPE (2-1/2 INCHES IN
 LF0988'DIAMETER) SET IN A 6- BY 6-INCH CONCRETE POST WITH COPPER CAP
 LF0988'ON TOP AND TRIANGLE IN CENTER, INSCRIBED U.S. NO. 289, AND
 LF0988'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 LF0988'
 LF0988'STATION IS REACHED FROM HAMBURG (FLAGPOLE IN CENTER OF STREET
 LF0988'ONE BLOCK SOUTH OF CITY HALL) BY GOING SOUTH ON THE MAIN STREET
 LF0988'0.8 MILE TO RAILROAD CROSSING AT DEPOT, TURN RIGHT (WEST) GO
 LF0988'1.4 MILES, THEN LEFT (SOUTH) 0.6 MILE, THEN RIGHT (WEST) 2.55
 LF0988'MILES TO CROSS ROAD AND STATION ON LEFT.
 LF0988'
 LF0988'A TRAVERSE CONNECTION WAS MADE FROM TRINAGULATION STATION IAMO,
 LF0988'ALSO THE DIRECTION WAS OBSERVED.  DISTANCE MEASURED 716.190
 LF0988'METERS (2349.87 FEET).
 LF0988
 LF0988                          STATION RECOVERY (1948)
 LF0988
 LF0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0988'5.1 MI NW FROM HAMBURG.
 LF0988'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0988'RAILROAD FROM THE STATION AT HAMBURG, THENCE 2.3 MILES WEST
 LF0988'ALONG A TAR ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD,
 LF0988'THENCE 1.1 MILE SOUTH ALONG A GRAVEL ROAD, IN THE SOUTHEAST
 LF0988'QUARTER OF A PUBLIC ROAD CROSSING, ABOUT 0.1 MILE NORTH OF A
 LF0988'WHITE FARMHOUSE, 31.0 FEET EAST OF THE CENTER LINE OF THE
 LF0988'NORTH-SOUTH ROAD, 30.0 FEET SOUTH OF THE CENTER LINE OF THE
 LF0988'EAST-WEST ROAD, 19.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 LF0988'EAST END OF A CORRUGATED IRON PIPE CULVERT, 1.4 FEET WEST OF
 LF0988'A 4 X 4 REFERENCE POST, A BRONZE DISK WELDED ON TOP OF AN IRON
 LF0988'PIPE.
 LF0988
 LF0988                          STATION RECOVERY (1961)
 LF0988
 LF0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 LF0988'THIS TRAVERSE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN
 LF0988'1934.  THERE IS A U.S.B.M. (MO.R.C.) 3.2 FEET EAST-SOUTHEAST OF
 LF0988'THIS MARK.
 LF0988
 LF0988                          STATION RECOVERY (1966)
 LF0988
 LF0988'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LF0988'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0221 ***********************************************************************
 NJ0221  DESIGNATION -  290
 NJ0221  PID         -  NJ0221
 NJ0221  STATE/COUNTY-  IA/DUBUQUE
 NJ0221  USGS QUAD   -  MENOMINEE (1978)
 NJ0221
 NJ0221                         *CURRENT SURVEY CONTROL
 NJ0221  ___________________________________________________________________
 NJ0221* NAD 83(1986)-  42 24 09.     (N)    090 31 19.     (W)     SCALED    
 NJ0221* NAVD 88     -       184.01   (+/-2cm)     603.7    (feet)  VERTCON   
 NJ0221  ___________________________________________________________________
 NJ0221  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 NJ0221
 NJ0221  VERT ORDER  -  ? (See Below)
 NJ0221
 NJ0221.The horizontal coordinates were scaled from a topographic map and have
 NJ0221.an estimated accuracy of +/- 6 seconds.
 NJ0221
 NJ0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0221.The vertical order pertains to the NGVD 29 superseded value.
 NJ0221
 NJ0221.The geoid height was determined by GEOID03.
 NJ0221
 NJ0221;                    North         East    Units  Estimated Accuracy
 NJ0221;SPC IA N     - 1,104,560.    1,745,110.      MT  (+/- 180 meters Scaled)
 NJ0221
 NJ0221                          SUPERSEDED SURVEY CONTROL
 NJ0221
 NJ0221  NGVD 29 (??/??/92)  184.064  (m)          603.88   (f) ADJ UNCH    ?  
 NJ0221
 NJ0221.Superseded values are not recommended for survey control.
 NJ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0221.See file dsdata.txt to determine how the superseded data were derived.
 NJ0221
 NJ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG039974(NAD 83)
 NJ0221_MARKER: B = BOLT
 NJ0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0221_SP_SET: TILE
 NJ0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0221
 NJ0221  HISTORY     - Date     Condition        Report By
 NJ0221  HISTORY     - UNK      MONUMENTED       DOD
 NJ0221  HISTORY     - 1970     GOOD             NGS
 NJ0221
 NJ0221                          STATION DESCRIPTION
 NJ0221
 NJ0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0221'3.9 MI SE FROM MASSEY.
 NJ0221'ABOUT 3.9 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0221'AND PACIFIC RAILROAD FROM THE CROSSING OF THE RAILROAD AND A
 NJ0221'PAVED ROAD AT MASSEY, 33 FEET WEST OF THE THIRD TELEPHONE POLE
 NJ0221'WEST OF MILEPOST 33, 77 FEET SOUTH OF THE SOUTH CORNER OF A
 NJ0221'WOODEN TRESTLE, 43 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 1/2
 NJ0221'FEET NORTHWEST OF A FENCE, A COPPER BOLT LEADED IN AN 18 - X
 NJ0221'18-INCH TILE ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND, ACCESS
 NJ0221'TO WHICH IS HAD THROUGH AN IRON PIPE WHICH BEARS A MISSISSIPPI
 NJ0221'RIVER COMMISSION CAP AND WHICH PROJECTS 6 INCHES.  SEC 29,
 NJ0221'T 88 N, R 4 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0377 ***********************************************************************
 MJ0377  DESIGNATION -  290
 MJ0377  PID         -  MJ0377
 MJ0377  STATE/COUNTY-  IA/SHELBY
 MJ0377  USGS QUAD   -  PANAMA (1978)
 MJ0377
 MJ0377                         *CURRENT SURVEY CONTROL
 MJ0377  ___________________________________________________________________
 MJ0377* NAD 83(1986)-  41 38 44.     (N)    095 29 08.     (W)     SCALED    
 MJ0377* NAVD 88     -       408.032  (meters)    1338.68   (feet)  ADJUSTED  
 MJ0377  ___________________________________________________________________
 MJ0377  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 MJ0377  DYNAMIC HT  -         407.839 (meters)    1338.05  (feet)  COMP
 MJ0377  MODELED GRAV-     980,139.5   (mgal)                       NAVD 88
 MJ0377
 MJ0377  VERT ORDER  -  SECOND    CLASS 0
 MJ0377
 MJ0377.The horizontal coordinates were scaled from a topographic map and have
 MJ0377.an estimated accuracy of +/- 6 seconds.
 MJ0377
 MJ0377.The orthometric height was determined by differential leveling
 MJ0377.and adjusted by the National Geodetic Survey in June 1991..
 MJ0377
 MJ0377.The geoid height was determined by GEOID03.
 MJ0377
 MJ0377.The dynamic height is computed by dividing the NAVD 88
 MJ0377.geopotential number by the normal gravity value computed on the
 MJ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0377.degrees latitude (g = 980.6199 gals.).
 MJ0377
 MJ0377.The modeled gravity was interpolated from observed gravity values.
 MJ0377
 MJ0377;                    North         East    Units  Estimated Accuracy
 MJ0377;SPC IA S     -   184,630.      334,600.      MT  (+/- 180 meters Scaled)
 MJ0377
 MJ0377                          SUPERSEDED SURVEY CONTROL
 MJ0377
 MJ0377  NGVD 29 (??/??/92)  407.906  (m)         1338.27   (f) ADJ UNCH    2 0
 MJ0377
 MJ0377.Superseded values are not recommended for survey control.
 MJ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0377.See file dsdata.txt to determine how the superseded data were derived.
 MJ0377
 MJ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG930134(NAD 83)
 MJ0377_MARKER: DB = BENCH MARK DISK
 MJ0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0377_STAMPING: 290
 MJ0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0377+STABILITY: SURFACE MOTION
 MJ0377
 MJ0377  HISTORY     - Date     Condition        Report By
 MJ0377  HISTORY     - UNK      MONUMENTED       CGS
 MJ0377  HISTORY     - 1949     GOOD             NGS
 MJ0377  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0377
 MJ0377                          STATION DESCRIPTION
 MJ0377
 MJ0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0377'1.8 MI E FROM PORTSMOUTH.
 MJ0377'1.8 MILES EAST ALONG STATE HIGHWAY NO. 39 FROM THE JUNCTION OF
 MJ0377'STATE HIGHWAY NO. 39 WITH STATE HIGHWAY NO. 191 AT PORTSMOUTH,
 MJ0377'ON TOP OF A CUT BANK, ON THE WEST SLOPE OF A HILL, 102.6 FEET
 MJ0377'SOUTH OF THE CENTER LINE OF THE HIGHWAY (SLOPING MEASUREMENT),
 MJ0377'93.7 FEET SOUTH OF PAVEMENT STATION NO. 200 (SLOPING MEASUREMENT),
 MJ0377'132.0 FEET SOUTHEAST OF PAVEMENT STATION NO. 199 (SLOPING
 MJ0377'MEASUREMENT), 25.8 FEET WEST OF THE FIRST TELEPHONE POLE ON THE
 MJ0377'EAST SIDE OF THE TOP OF THE BANK, 25.8 FEET SOUTH OF A REFERENCE
 MJ0377'POST, 0.5 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 MJ0377'POST ABOUT LEVEL WITH THE GROUND.
 MJ0377
 MJ0377                          STATION RECOVERY (1975)
 MJ0377
 MJ0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0978 ***********************************************************************
 LF0978  DESIGNATION -  291 A
 LF0978  PID         -  LF0978
 LF0978  STATE/COUNTY-  IA/FREMONT
 LF0978  USGS QUAD   -  SIDNEY (1981)
 LF0978
 LF0978                         *CURRENT SURVEY CONTROL
 LF0978  ___________________________________________________________________
 LF0978* NAD 83(1986)-  40 38 01.     (N)    095 44 02.     (W)     SCALED    
 LF0978* NAVD 88     -       278.890  (meters)     914.99   (feet)  ADJUSTED  
 LF0978  ___________________________________________________________________
 LF0978  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LF0978  DYNAMIC HT  -         278.743 (meters)     914.51  (feet)  COMP
 LF0978  MODELED GRAV-     980,091.7   (mgal)                       NAVD 88
 LF0978
 LF0978  VERT ORDER  -  SECOND    CLASS 0
 LF0978
 LF0978.The horizontal coordinates were scaled from a topographic map and have
 LF0978.an estimated accuracy of +/- 6 seconds.
 LF0978
 LF0978.The orthometric height was determined by differential leveling
 LF0978.and adjusted by the National Geodetic Survey in June 1991..
 LF0978
 LF0978.The geoid height was determined by GEOID03.
 LF0978
 LF0978.The dynamic height is computed by dividing the NAVD 88
 LF0978.geopotential number by the normal gravity value computed on the
 LF0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0978.degrees latitude (g = 980.6199 gals.).
 LF0978
 LF0978.The modeled gravity was interpolated from observed gravity values.
 LF0978
 LF0978;                    North         East    Units  Estimated Accuracy
 LF0978;SPC IA S     -    72,790.      311,040.      MT  (+/- 180 meters Scaled)
 LF0978
 LF0978                          SUPERSEDED SURVEY CONTROL
 LF0978
 LF0978  NGVD 29 (??/??/92)  278.790  (m)          914.66   (f) ADJ UNCH    2 0
 LF0978
 LF0978.Superseded values are not recommended for survey control.
 LF0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0978.See file dsdata.txt to determine how the superseded data were derived.
 LF0978
 LF0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF687016(NAD 83)
 LF0978_MARKER: Q = CHISELED SQUARE
 LF0978_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0978_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0978
 LF0978  HISTORY     - Date     Condition        Report By
 LF0978  HISTORY     - UNK      MONUMENTED       MORC
 LF0978  HISTORY     - 1948     GOOD             NGS
 LF0978  HISTORY     - 1971     MARK NOT FOUND   NGS
 LF0978
 LF0978                          STATION DESCRIPTION
 LF0978
 LF0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0978'2.9 MI SE FROM PAYNE.
 LF0978'2.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0978'RAILROAD FROM THE STATION AT PAYNE, THENCE 0.8 MILE SOUTH ALONG A
 LF0978'TAR ROAD, 0.3 MILE SOUTHEAST OF A POINT WHERE THE TAR ROAD FROM
 LF0978'THE NORTH MAKES A TURN TO THE SOUTHEAST AWAY FROM A SECTION LINE,
 LF0978'NEAR THE CENTER AND ON THE OUTSIDE OF A SLIGHT TURN IN THE TAR
 LF0978'ROAD, 63.0 FEET NORTHWEST ALONG THE RIGHT-OF-WAY FENCE LINE FROM
 LF0978'THE EXTENSION TO THE WEST OF THE LINE OF THE HEDGE ROW LEADING
 LF0978'EAST FROM THE ROAD, 1.7 FEET SOUTHWEST OF A FENCE LINE, 2.0 FEET
 LF0978'NORTHWEST OF A 4 X 4 REFERENCE POST, A MISSOURI RIVER COMMISSION
 LF0978'BRONZE CAP WELDED ON TOP OF A 2-INCH IRON PIPE.
 LF0978
 LF0978                          STATION RECOVERY (1971)
 LF0978
 LF0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LF0978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0222 ***********************************************************************
 NJ0222  DESIGNATION -  291 CAP
 NJ0222  PID         -  NJ0222
 NJ0222  STATE/COUNTY-  IA/DUBUQUE
 NJ0222  USGS QUAD   -  MENOMINEE (1978)
 NJ0222
 NJ0222                         *CURRENT SURVEY CONTROL
 NJ0222  ___________________________________________________________________
 NJ0222* NAD 83(1986)-  42 24 09.     (N)    090 31 19.     (W)     SCALED    
 NJ0222* NAVD 88     -       185.24   (+/-2cm)     607.7    (feet)  VERTCON   
 NJ0222  ___________________________________________________________________
 NJ0222  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 NJ0222
 NJ0222  VERT ORDER  -  ? (See Below)
 NJ0222
 NJ0222.The horizontal coordinates were scaled from a topographic map and have
 NJ0222.an estimated accuracy of +/- 6 seconds.
 NJ0222
 NJ0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0222.The vertical order pertains to the NGVD 29 superseded value.
 NJ0222
 NJ0222.The geoid height was determined by GEOID03.
 NJ0222
 NJ0222;                    North         East    Units  Estimated Accuracy
 NJ0222;SPC IA N     - 1,104,560.    1,745,110.      MT  (+/- 180 meters Scaled)
 NJ0222
 NJ0222                          SUPERSEDED SURVEY CONTROL
 NJ0222
 NJ0222  NGVD 29 (??/??/92)  185.284  (m)          607.89   (f) ADJ UNCH    ?  
 NJ0222
 NJ0222.Superseded values are not recommended for survey control.
 NJ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0222.See file dsdata.txt to determine how the superseded data were derived.
 NJ0222
 NJ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG039974(NAD 83)
 NJ0222_MARKER: P = PIPE CAP
 NJ0222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0222_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0222_STAMPING: 42 DEG 24 MIN 09 SEC 90 DEG 31 MIN 21 SEC
 NJ0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0222
 NJ0222  HISTORY     - Date     Condition        Report By
 NJ0222  HISTORY     - UNK      MONUMENTED       MRC
 NJ0222  HISTORY     - 1970     GOOD             NGS
 NJ0222
 NJ0222                          STATION DESCRIPTION
 NJ0222
 NJ0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0222'3.9 MI SE FROM MASSEY.
 NJ0222'ABOUT 3.9 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0222'AND PACIFIC RAILROAD FROM THE CROSSING OF THE RAILROAD AND A
 NJ0222'PAVED ROAD AT MASSEY, 33 FEET WEST OF THE THIRD TELEPHONE POLE
 NJ0222'WEST OF MILEPOST 33, 77 FEET SOUTH OF THE SOUTH CORNER OF A
 NJ0222'WOODEN TRESTLE, 43 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 1/2
 NJ0222'FEET NORTHWEST OF A FENCE, ABOUT 4 FEET BELOW THE LEVEL OF THE
 NJ0222'TRACK, AND IS A MISSISSIPPI RIVER COMMISSION CAP ON THE TOP OF
 NJ0222'AN IRON PIPE PROJECTING 6 INCHES.  SEC 29, T 88 N, R 4 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0480 ***********************************************************************
 LD0480  DESIGNATION -  3
 LD0480  PID         -  LD0480
 LD0480  STATE/COUNTY-  IA/LEE
 LD0480  USGS QUAD   -  NAUVOO (1975)
 LD0480
 LD0480                         *CURRENT SURVEY CONTROL
 LD0480  ___________________________________________________________________
 LD0480* NAD 83(1986)-  40 31 56.     (N)    091 24 52.     (W)     SCALED    
 LD0480* NAVD 88     -       161.515  (meters)     529.90   (feet)  ADJUSTED  
 LD0480  ___________________________________________________________________
 LD0480  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LD0480  DYNAMIC HT  -         161.436 (meters)     529.64  (feet)  COMP
 LD0480  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 LD0480
 LD0480  VERT ORDER  -  SECOND    CLASS 0
 LD0480
 LD0480.The horizontal coordinates were scaled from a topographic map and have
 LD0480.an estimated accuracy of +/- 6 seconds.
 LD0480
 LD0480.The orthometric height was determined by differential leveling
 LD0480.and adjusted by the National Geodetic Survey in June 1991..
 LD0480
 LD0480.The geoid height was determined by GEOID03.
 LD0480
 LD0480.The dynamic height is computed by dividing the NAVD 88
 LD0480.geopotential number by the normal gravity value computed on the
 LD0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0480.degrees latitude (g = 980.6199 gals.).
 LD0480
 LD0480.The modeled gravity was interpolated from observed gravity values.
 LD0480
 LD0480;                    North         East    Units  Estimated Accuracy
 LD0480;SPC IA S     -    61,220.      676,690.      MT  (+/- 180 meters Scaled)
 LD0480
 LD0480                          SUPERSEDED SURVEY CONTROL
 LD0480
 LD0480  NGVD 29 (??/??/92)  161.546  (m)          530.01   (f) ADJ UNCH    2 0
 LD0480
 LD0480.Superseded values are not recommended for survey control.
 LD0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0480.See file dsdata.txt to determine how the superseded data were derived.
 LD0480
 LD0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE342880(NAD 83)
 LD0480_MARKER: B = BOLT
 LD0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0480_SP_SET: STONE
 LD0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0480+STABILITY: SURFACE MOTION
 LD0480
 LD0480  HISTORY     - Date     Condition        Report By
 LD0480  HISTORY     - UNK      MONUMENTED       DOD
 LD0480  HISTORY     - 1952     GOOD             NGS
 LD0480
 LD0480                          STATION DESCRIPTION
 LD0480
 LD0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LD0480'AT MONTROSE.
 LD0480'AT MONTROSE, LEE COUNTY, AT THE SOUTHEAST CORNER OF THE
 LD0480'INTERSECTION OF MAIN AND CEDAR STREETS, IN THE EAST SIDE OF A
 LD0480'BRICK STORE BUILDING OCCUPIED BY L. WAHRER AND CO., IN THE UPPER
 LD0480'FOUNDATION STONE, 3 FEET FROM THE NORTH ENTRANCE AND 2 FEET ABOVE
 LD0480'THE SIDEWALK.  THE CENTER OF A COPPER BOLT LEADED HORIZONTALLY
 LD0480'AND SURROUNDED BY THE LETTERS USPBM CUT IN THE STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0540 ***********************************************************************
 LD0540  DESIGNATION -  3
 LD0540  PID         -  LD0540
 LD0540  STATE/COUNTY-  IA/LEE
 LD0540  USGS QUAD   -  KEOKUK (1975)
 LD0540
 LD0540                         *CURRENT SURVEY CONTROL
 LD0540  ___________________________________________________________________
 LD0540* NAD 83(1986)-  40 23 20.     (N)    091 23 18.     (W)     SCALED    
 LD0540* NAVD 88     -       155.14   (+/-2cm)     509.0    (feet)  VERTCON   
 LD0540  ___________________________________________________________________
 LD0540  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 LD0540
 LD0540  VERT ORDER  -  ? (See Below)
 LD0540
 LD0540.The horizontal coordinates were scaled from a topographic map and have
 LD0540.an estimated accuracy of +/- 6 seconds.
 LD0540
 LD0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0540.The vertical order pertains to the NGVD 29 superseded value.
 LD0540
 LD0540.The geoid height was determined by GEOID03.
 LD0540
 LD0540;                    North         East    Units  Estimated Accuracy
 LD0540;SPC IA S     -    45,360.      679,290.      MT  (+/- 180 meters Scaled)
 LD0540
 LD0540                          SUPERSEDED SURVEY CONTROL
 LD0540
 LD0540  NGVD 29 (??/??/92)  155.188  (m)          509.15   (f) ADJ UNCH    ?  
 LD0540
 LD0540.Superseded values are not recommended for survey control.
 LD0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0540.See file dsdata.txt to determine how the superseded data were derived.
 LD0540
 LD0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE367721(NAD 83)
 LD0540_MARKER: B = BOLT
 LD0540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0540_SP_SET: BUILDING
 LD0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0540
 LD0540  HISTORY     - Date     Condition        Report By
 LD0540  HISTORY     - UNK      MONUMENTED       DOD
 LD0540  HISTORY     - 1934     GOOD             NGS
 LD0540
 LD0540                          STATION DESCRIPTION
 LD0540
 LD0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LD0540'AT KEOKUK.
 LD0540'AT KEOKUK, LEE COUNTY, ON WATER STREET, 51 FEET NORTH OF THE NORTH
 LD0540'LINE OF JOHNSON STREET, AT THE SOUTHEAST CORNER OF A 3-STORY STONE
 LD0540'BUILDING, IN THE SOUTH FACE OF THE SOUTH DOORWAY, 1/2 FOOT IN FROM
 LD0540'THE FRONT FACE OF THE BUILDING, AND ONE FOOT BELOW THE CONCRETE
 LD0540'DOORSILL.  A COPPER BOLT LEADED HORIZONTALLY.  NOTE-- THIS BENCH
 LD0540'MARK IS BEHIND THE WOODEN DOOR CASING.  AN ARROW CUT IN THE
 LD0540'DOORSILL POINTS TOWARD THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0141 ***********************************************************************
 NK0141  DESIGNATION -  3
 NK0141  PID         -  NK0141
 NK0141  STATE/COUNTY-  IA/MARSHALL
 NK0141  USGS QUAD   -  LE GRAND (1978)
 NK0141
 NK0141                         *CURRENT SURVEY CONTROL
 NK0141  ___________________________________________________________________
 NK0141* NAD 83(1986)-  42 01 17.     (N)    092 50 00.     (W)     SCALED    
 NK0141* NAVD 88     -       261.672  (meters)     858.50   (feet)  ADJUSTED  
 NK0141  ___________________________________________________________________
 NK0141  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 NK0141  DYNAMIC HT  -         261.573 (meters)     858.18  (feet)  COMP
 NK0141  MODELED GRAV-     980,236.7   (mgal)                       NAVD 88
 NK0141
 NK0141  VERT ORDER  -  SECOND    CLASS 0
 NK0141
 NK0141.The horizontal coordinates were scaled from a topographic map and have
 NK0141.an estimated accuracy of +/- 6 seconds.
 NK0141
 NK0141.The orthometric height was determined by differential leveling
 NK0141.and adjusted by the National Geodetic Survey in June 1991..
 NK0141
 NK0141.The geoid height was determined by GEOID03.
 NK0141
 NK0141.The dynamic height is computed by dividing the NAVD 88
 NK0141.geopotential number by the normal gravity value computed on the
 NK0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0141.degrees latitude (g = 980.6199 gals.).
 NK0141
 NK0141.The modeled gravity was interpolated from observed gravity values.
 NK0141
 NK0141;                    North         East    Units  Estimated Accuracy
 NK0141;SPC IA N     - 1,058,130.    1,555,220.      MT  (+/- 180 meters Scaled)
 NK0141
 NK0141                          SUPERSEDED SURVEY CONTROL
 NK0141
 NK0141  NGVD 29 (??/??/92)  261.657  (m)          858.45   (f) ADJ UNCH    2 0
 NK0141
 NK0141.Superseded values are not recommended for survey control.
 NK0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0141.See file dsdata.txt to determine how the superseded data were derived.
 NK0141
 NK0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG137521(NAD 83)
 NK0141_MARKER: R = RIVET
 NK0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0141_SP_SET: BRIDGE
 NK0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0141
 NK0141  HISTORY     - Date     Condition        Report By
 NK0141  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0141  HISTORY     - 1934     GOOD             NGS
 NK0141
 NK0141                          STATION DESCRIPTION
 NK0141
 NK0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0141'1.5 MI NW FROM QUARRY.
 NK0141'1.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0141'FROM THE STATION AT QUARRY, MARSHALL COUNTY, 2 POLES WEST OF
 NK0141'MILEPOST 147, AT 150-FOOT STEEL BRIDGE 448, IN THE EAST CORNER
 NK0141'OF THE NORTH STONE WINGWALL OF THE EAST ABUTMENT, 15 FEET NORTH
 NK0141'OF THE CENTERLINE OF THE NORTH TRACK, AND ABOUT 1 FOOT LOWER
 NK0141'THAN THE RAIL.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0458 ***********************************************************************
 MG0458  DESIGNATION -  3
 MG0458  PID         -  MG0458
 MG0458  STATE/COUNTY-  IA/WASHINGTON
 MG0458  USGS QUAD   -  RIVERSIDE (1983)
 MG0458
 MG0458                         *CURRENT SURVEY CONTROL
 MG0458  ___________________________________________________________________
 MG0458* NAD 83(1986)-  41 23 47.     (N)    091 32 28.     (W)     SCALED    
 MG0458* NAVD 88     -       217.702  (meters)     714.24   (feet)  ADJUSTED  
 MG0458  ___________________________________________________________________
 MG0458  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MG0458  DYNAMIC HT  -         217.614 (meters)     713.96  (feet)  COMP
 MG0458  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 MG0458
 MG0458  VERT ORDER  -  FIRST     CLASS II
 MG0458
 MG0458.The horizontal coordinates were scaled from a topographic map and have
 MG0458.an estimated accuracy of +/- 6 seconds.
 MG0458
 MG0458.The orthometric height was determined by differential leveling
 MG0458.and adjusted by the National Geodetic Survey in June 1991..
 MG0458
 MG0458.The geoid height was determined by GEOID03.
 MG0458
 MG0458.The dynamic height is computed by dividing the NAVD 88
 MG0458.geopotential number by the normal gravity value computed on the
 MG0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0458.degrees latitude (g = 980.6199 gals.).
 MG0458
 MG0458.The modeled gravity was interpolated from observed gravity values.
 MG0458
 MG0458;                    North         East    Units  Estimated Accuracy
 MG0458;SPC IA S     -   156,910.      663,800.      MT  (+/- 180 meters Scaled)
 MG0458
 MG0458                          SUPERSEDED SURVEY CONTROL
 MG0458
 MG0458  NGVD 29 (??/??/92)  217.74   (m)          714.4    (f) COMPUTED    1 2
 MG0458
 MG0458.Superseded values are not recommended for survey control.
 MG0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0458.See file dsdata.txt to determine how the superseded data were derived.
 MG0458
 MG0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF219837(NAD 83)
 MG0458_MARKER: Z = SEE DESCRIPTION
 MG0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0458_SP_SET: CULVERT
 MG0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0458
 MG0458  HISTORY     - Date     Condition        Report By
 MG0458  HISTORY     - 1934     MONUMENTED       IAHD
 MG0458
 MG0458                          STATION DESCRIPTION
 MG0458
 MG0458'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1934
 MG0458'4.6 MI N FROM RIVERSIDE.
 MG0458'4.6 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE OVERHEAD CROSSING
 MG0458'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT
 MG0458'HASKINS, AT PAVEMENT STATION 892+50, AT A 4- BY 5-1/2-FOOT
 MG0458'CONCRETE-BOX CULVERT, AND IN THE TOP OF THE WEST HEADWALL.  A
 MG0458'BRONZE PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0012 ***********************************************************************
 MH0012  DESIGNATION -  3
 MH0012  PID         -  MH0012
 MH0012  STATE/COUNTY-  IA/BENTON
 MH0012  USGS QUAD   -  BLAIRSTOWN (1965)
 MH0012
 MH0012                         *CURRENT SURVEY CONTROL
 MH0012  ___________________________________________________________________
 MH0012* NAD 83(1986)-  41 54 25.     (N)    092 03 44.     (W)     SCALED    
 MH0012* NAVD 88     -       250.80   (+/-2cm)     822.8    (feet)  VERTCON   
 MH0012  ___________________________________________________________________
 MH0012  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 MH0012
 MH0012  VERT ORDER  -  ? (See Below)
 MH0012
 MH0012.The horizontal coordinates were scaled from a topographic map and have
 MH0012.an estimated accuracy of +/- 6 seconds.
 MH0012
 MH0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0012.The vertical order pertains to the NGVD 29 superseded value.
 MH0012
 MH0012.The geoid height was determined by GEOID03.
 MH0012
 MH0012;                    North         East    Units  Estimated Accuracy
 MH0012;SPC IA N     - 1,046,220.    1,619,290.      MT  (+/- 180 meters Scaled)
 MH0012
 MH0012                          SUPERSEDED SURVEY CONTROL
 MH0012
 MH0012  NGVD 29 (??/??/92)  250.804  (m)          822.85   (f) ADJ UNCH    ?  
 MH0012
 MH0012.Superseded values are not recommended for survey control.
 MH0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0012.See file dsdata.txt to determine how the superseded data were derived.
 MH0012
 MH0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG777398(NAD 83)
 MH0012_MARKER: R = RIVET
 MH0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0012_SP_SET: BRIDGE
 MH0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0012+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 MH0012
 MH0012  HISTORY     - Date     Condition        Report By
 MH0012  HISTORY     - UNK      MONUMENTED       CNWRR
 MH0012  HISTORY     - 1934     GOOD             NGS
 MH0012  HISTORY     - 20041005 GOOD             GEOCAC
 MH0012
 MH0012                          STATION DESCRIPTION
 MH0012
 MH0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0012'1.1 MI E FROM BLAIRSTOWN.
 MH0012'1.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MH0012'FROM THE STATION AT BLAIRSTOWN, BENTON COUNTY, AT BRIDGE 303,
 MH0012'AND IN THE NORTH END OF THE EAST STONE ABUTMENT.  AN IRON RIVET.
 MH0012
 MH0012                          STATION RECOVERY (2004)
 MH0012
 MH0012'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0012'ABOUT 150 FEET WEST OF MILE POST 105, 30 INCHES LOWER THAN THE BASE OF
 MH0012'THE RAIL, 11 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK AN IRON
 MH0012'RIVET MOUNTED IN THE NORTH END OF THE EAST STONE BACKWALL 5 INCHES
 MH0012'FROM THE NORTH FACE AND 5 INCHES FROM THE EAST FACE OF THE STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0092 ***********************************************************************
 NK0092  DESIGNATION -  3
 NK0092  PID         -  NK0092
 NK0092  STATE/COUNTY-  IA/TAMA
 NK0092  USGS QUAD   -  CLUTIER (1971)
 NK0092
 NK0092                         *CURRENT SURVEY CONTROL
 NK0092  ___________________________________________________________________
 NK0092* NAD 83(1986)-  42 05 23.     (N)    092 24 35.     (W)     SCALED    
 NK0092* NAVD 88     -       263.410  (meters)     864.20   (feet)  ADJUSTED  
 NK0092  ___________________________________________________________________
 NK0092  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 NK0092  DYNAMIC HT  -         263.318 (meters)     863.90  (feet)  COMP
 NK0092  MODELED GRAV-     980,263.8   (mgal)                       NAVD 88
 NK0092
 NK0092  VERT ORDER  -  SECOND    CLASS 0
 NK0092
 NK0092.The horizontal coordinates were scaled from a topographic map and have
 NK0092.an estimated accuracy of +/- 6 seconds.
 NK0092
 NK0092.The orthometric height was determined by differential leveling
 NK0092.and adjusted by the National Geodetic Survey in June 1991..
 NK0092
 NK0092.The geoid height was determined by GEOID03.
 NK0092
 NK0092.The dynamic height is computed by dividing the NAVD 88
 NK0092.geopotential number by the normal gravity value computed on the
 NK0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0092.degrees latitude (g = 980.6199 gals.).
 NK0092
 NK0092.The modeled gravity was interpolated from observed gravity values.
 NK0092
 NK0092;                    North         East    Units  Estimated Accuracy
 NK0092;SPC IA N     - 1,066,090.    1,590,200.      MT  (+/- 180 meters Scaled)
 NK0092
 NK0092                          SUPERSEDED SURVEY CONTROL
 NK0092
 NK0092  NGVD 29 (??/??/92)  263.405  (m)          864.19   (f) ADJ UNCH    2 0
 NK0092
 NK0092.Superseded values are not recommended for survey control.
 NK0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0092.See file dsdata.txt to determine how the superseded data were derived.
 NK0092
 NK0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG488599(NAD 83)
 NK0092_MARKER: R = RIVET
 NK0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0092_SP_SET: CULVERT
 NK0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0092
 NK0092  HISTORY     - Date     Condition        Report By
 NK0092  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0092  HISTORY     - 1934     GOOD             NGS
 NK0092
 NK0092                          STATION DESCRIPTION
 NK0092
 NK0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0092'0.9 MI NW FROM CLUTIER.
 NK0092'0.9 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0092'FROM THE STATION AT CLUTIER, TAMA COUNTY, 7 POLES NORTH OF
 NK0092'MILEPOST 16, AT 4- BY 4-FOOT REINFORCED CONCRETE BOX CULVERT
 NK0092'45, IN THE NORTH END OF THE WEST CONCRETE HEADWALL, AND 2.5
 NK0092'FEET LOWER THAN THE RAIL.  A MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0531 ***********************************************************************
 MG0531  DESIGNATION -  3
 MG0531  PID         -  MG0531
 MG0531  STATE/COUNTY-  IA/JOHNSON
 MG0531  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0531
 MG0531                         *CURRENT SURVEY CONTROL
 MG0531  ___________________________________________________________________
 MG0531* NAD 83(1986)-  41 39 40.     (N)    091 32 47.     (W)     SCALED    
 MG0531* NAVD 88     -       220.702  (meters)     724.09   (feet)  ADJUSTED  
 MG0531  ___________________________________________________________________
 MG0531  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0531  DYNAMIC HT  -         220.618 (meters)     723.81  (feet)  COMP
 MG0531  MODELED GRAV-     980,236.7   (mgal)                       NAVD 88
 MG0531
 MG0531  VERT ORDER  -  FIRST     CLASS II
 MG0531
 MG0531.The horizontal coordinates were scaled from a topographic map and have
 MG0531.an estimated accuracy of +/- 6 seconds.
 MG0531
 MG0531.The orthometric height was determined by differential leveling
 MG0531.and adjusted by the National Geodetic Survey in June 1991..
 MG0531
 MG0531.The geoid height was determined by GEOID03.
 MG0531
 MG0531.The dynamic height is computed by dividing the NAVD 88
 MG0531.geopotential number by the normal gravity value computed on the
 MG0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0531.degrees latitude (g = 980.6199 gals.).
 MG0531
 MG0531.The modeled gravity was interpolated from observed gravity values.
 MG0531
 MG0531;                    North         East    Units  Estimated Accuracy
 MG0531;SPC IA S     -   186,300.      662,700.      MT  (+/- 180 meters Scaled)
 MG0531
 MG0531                          SUPERSEDED SURVEY CONTROL
 MG0531
 MG0531  NGVD 29 (??/??/92)  220.738  (m)          724.20   (f) ADJ UNCH    1 2
 MG0531
 MG0531.Superseded values are not recommended for survey control.
 MG0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0531.See file dsdata.txt to determine how the superseded data were derived.
 MG0531
 MG0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG210131(NAD 83)
 MG0531_MARKER: DD = SURVEY DISK
 MG0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0531_SP_SET: STEP
 MG0531_STAMPING: 3
 MG0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0531
 MG0531  HISTORY     - Date     Condition        Report By
 MG0531  HISTORY     - UNK      MONUMENTED       IASUNI
 MG0531  HISTORY     - 1935     GOOD             IAGS
 MG0531  HISTORY     - 1964     GOOD             NGS
 MG0531  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0531
 MG0531                          STATION DESCRIPTION
 MG0531
 MG0531'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0531'AT IOWA CITY.
 MG0531'AT IOWA CITY, JOHNSON COUNTY, ON THE CAMPUS OF THE STATE UNIVERSITY
 MG0531'OF IOWA, AT THE WEST SIDE OF THE MAIN ENTRANCE TO THE GENERAL
 MG0531'HOSPITAL, AND IN THE TOP OF A STEP.  A STATE UNIVERSITY OF IOWA
 MG0531'STANDARD DISK, STAMPED 3
 MG0531
 MG0531                          STATION RECOVERY (1964)
 MG0531
 MG0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0531'RECOVERED IN GOOD CONDITION.
 MG0531
 MG0531                          STATION RECOVERY (1998)
 MG0531
 MG0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0531'THE STEP HAS BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM2020 ***********************************************************************
 NM2020  DESIGNATION -  3
 NM2020  PID         -  NM2020
 NM2020  STATE/COUNTY-  IA/PLYMOUTH
 NM2020  USGS QUAD   -  JEFFERSON (1994)
 NM2020
 NM2020                         *CURRENT SURVEY CONTROL
 NM2020  ___________________________________________________________________
 NM2020* NAD 83(1986)-  42 45 54.     (N)    096 36 03.     (W)     SCALED    
 NM2020* NAVD 88     -       348.261  (meters)    1142.59   (feet)  ADJUSTED  
 NM2020  ___________________________________________________________________
 NM2020  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 NM2020  DYNAMIC HT  -         348.163 (meters)    1142.26  (feet)  COMP
 NM2020  MODELED GRAV-     980,329.7   (mgal)                       NAVD 88
 NM2020
 NM2020  VERT ORDER  -  FIRST     CLASS II
 NM2020
 NM2020.The horizontal coordinates were scaled from a topographic map and have
 NM2020.an estimated accuracy of +/- 6 seconds.
 NM2020
 NM2020.The orthometric height was determined by differential leveling
 NM2020.and adjusted by the National Geodetic Survey in June 1994..
 NM2020
 NM2020.The geoid height was determined by GEOID03.
 NM2020
 NM2020.The dynamic height is computed by dividing the NAVD 88
 NM2020.geopotential number by the normal gravity value computed on the
 NM2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM2020.degrees latitude (g = 980.6199 gals.).
 NM2020
 NM2020.The modeled gravity was interpolated from observed gravity values.
 NM2020
 NM2020;                    North         East    Units  Estimated Accuracy
 NM2020;SPC IA N     - 1,145,170.    1,246,260.      MT  (+/- 180 meters Scaled)
 NM2020
 NM2020                          SUPERSEDED SURVEY CONTROL
 NM2020
 NM2020.No superseded survey control is available for this station.
 NM2020
 NM2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN963375(NAD 83)
 NM2020_MARKER: DD = SURVEY DISK
 NM2020_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NM2020_SP_SET: ABUTMENT
 NM2020_STAMPING: 3
 NM2020_MARK LOGO: IAHD  
 NM2020_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2020+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM2020
 NM2020  HISTORY     - Date     Condition        Report By
 NM2020  HISTORY     - UNK      MONUMENTED       IAHD
 NM2020  HISTORY     - 19930908 GOOD             NGS
 NM2020
 NM2020                          STATION DESCRIPTION
 NM2020
 NM2020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NM2020'0.4 KM (0.25 MI) NORTHERLY ALONG STATE HIGHWAY 12 FROM THE JUNCTION
 NM2020'OF STATE HIGHWAY 3 IN WESTFIELD, A 1-INCH BRASS DISK IN TOP OF AND
 NM2020'0.25 M (0.82 FT) NORTH OF THE SOUTH END OF THE NORTHEAST CONCRETE
 NM2020'ABUTMENT PARAPET OF THE HIGHWAY BRIDGE SPANNING WESTFIELD CREEK, 8.4
 NM2020'M (27.6 FT) EAST OF THE HIGHWAY CENTERLINE, AND 1.1 M (3.6 FT) ABOVE
 NM2020'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0134 ***********************************************************************
 NJ0134  DESIGNATION -  305
 NJ0134  PID         -  NJ0134
 NJ0134  STATE/COUNTY-  IA/JACKSON
 NJ0134  USGS QUAD   -  BELLEVUE (1968)
 NJ0134
 NJ0134                         *CURRENT SURVEY CONTROL
 NJ0134  ___________________________________________________________________
 NJ0134* NAD 83(1986)-  42 15 49.     (N)    090 25 30.     (W)     SCALED    
 NJ0134* NAVD 88     -       188.428  (meters)     618.20   (feet)  ADJUSTED  
 NJ0134  ___________________________________________________________________
 NJ0134  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 NJ0134  DYNAMIC HT  -         188.368 (meters)     618.00  (feet)  COMP
 NJ0134  MODELED GRAV-     980,299.8   (mgal)                       NAVD 88
 NJ0134
 NJ0134  VERT ORDER  -  FIRST     CLASS I
 NJ0134
 NJ0134.The horizontal coordinates were scaled from a topographic map and have
 NJ0134.an estimated accuracy of +/- 6 seconds.
 NJ0134
 NJ0134.The orthometric height was determined by differential leveling
 NJ0134.and adjusted by the National Geodetic Survey in June 1991..
 NJ0134
 NJ0134.The geoid height was determined by GEOID03.
 NJ0134
 NJ0134.The dynamic height is computed by dividing the NAVD 88
 NJ0134.geopotential number by the normal gravity value computed on the
 NJ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0134.degrees latitude (g = 980.6199 gals.).
 NJ0134
 NJ0134.The modeled gravity was interpolated from observed gravity values.
 NJ0134
 NJ0134;                    North         East    Units  Estimated Accuracy
 NJ0134;SPC IA N     - 1,089,430.    1,753,650.      MT  (+/- 180 meters Scaled)
 NJ0134
 NJ0134                          SUPERSEDED SURVEY CONTROL
 NJ0134
 NJ0134  NGVD 29 (??/??/92)  188.468  (m)          618.33   (f) ADJ UNCH    1 1
 NJ0134
 NJ0134.Superseded values are not recommended for survey control.
 NJ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0134.See file dsdata.txt to determine how the superseded data were derived.
 NJ0134
 NJ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG123822(NAD 83)
 NJ0134_MARKER: B = BOLT
 NJ0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0134_SP_SET: TILE
 NJ0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0134
 NJ0134  HISTORY     - Date     Condition        Report By
 NJ0134  HISTORY     - UNK      MONUMENTED       DOD
 NJ0134  HISTORY     - 1970     GOOD             NGS
 NJ0134  HISTORY     - 20010331 GOOD             NGS
 NJ0134
 NJ0134                          STATION DESCRIPTION
 NJ0134
 NJ0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0134'0.4 MI N FROM BELLEVUE.
 NJ0134'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0134'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, AT THE
 NJ0134'SOUTHWEST CORNER OF THE INTERSECTION OF THE HIGHWAY AND SYLVAN
 NJ0134'STREET, 30.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 32
 NJ0134'FEET SOUTH OF THE CENTER LINE OF SYLVAN STREET, 4.7 FEET SOUTH
 NJ0134'OF THE SOUTH EDGE OF AN EAST-WEST SIDEWALK, 1.3 FEET WEST OF
 NJ0134'THE WEST EDGE OF A NORTH-SOUTH SIDEWALK, A COPPER BOLT IN THE
 NJ0134'TOP OF AN 18- X 18-INCH TILE ABOUT 3 FEET BELOW THE SURFACE OF
 NJ0134'THE GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE WHICH
 NJ0134'BEARS A MISSISSIPPI RIVER COMMISSION CAP AND WHICH PROJECTS
 NJ0134'2 INCHES.  SEC 18, T86N, R5E.
 NJ0134
 NJ0134                          STATION RECOVERY (2001)
 NJ0134
 NJ0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0134'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0132 ***********************************************************************
 NJ0132  DESIGNATION -  306
 NJ0132  PID         -  NJ0132
 NJ0132  STATE/COUNTY-  IA/JACKSON
 NJ0132  USGS QUAD   -  BELLEVUE (1968)
 NJ0132
 NJ0132                         *CURRENT SURVEY CONTROL
 NJ0132  ___________________________________________________________________
 NJ0132* NAD 83(1986)-  42 15 49.     (N)    090 25 30.     (W)     SCALED    
 NJ0132* NAVD 88     -       189.649  (meters)     622.21   (feet)  ADJUSTED  
 NJ0132  ___________________________________________________________________
 NJ0132  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 NJ0132  DYNAMIC HT  -         189.588 (meters)     622.01  (feet)  COMP
 NJ0132  MODELED GRAV-     980,299.8   (mgal)                       NAVD 88
 NJ0132
 NJ0132  VERT ORDER  -  FIRST     CLASS I
 NJ0132
 NJ0132.The horizontal coordinates were scaled from a topographic map and have
 NJ0132.an estimated accuracy of +/- 6 seconds.
 NJ0132
 NJ0132.The orthometric height was determined by differential leveling
 NJ0132.and adjusted by the National Geodetic Survey in June 1991..
 NJ0132
 NJ0132.The geoid height was determined by GEOID03.
 NJ0132
 NJ0132.The dynamic height is computed by dividing the NAVD 88
 NJ0132.geopotential number by the normal gravity value computed on the
 NJ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0132.degrees latitude (g = 980.6199 gals.).
 NJ0132
 NJ0132.The modeled gravity was interpolated from observed gravity values.
 NJ0132
 NJ0132;                    North         East    Units  Estimated Accuracy
 NJ0132;SPC IA N     - 1,089,430.    1,753,650.      MT  (+/- 180 meters Scaled)
 NJ0132
 NJ0132                          SUPERSEDED SURVEY CONTROL
 NJ0132
 NJ0132  NGVD 29 (??/??/92)  189.690  (m)          622.34   (f) ADJ UNCH    1 1
 NJ0132
 NJ0132.Superseded values are not recommended for survey control.
 NJ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0132.See file dsdata.txt to determine how the superseded data were derived.
 NJ0132
 NJ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG123822(NAD 83)
 NJ0132_MARKER: P = PIPE CAP
 NJ0132_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0132_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0132_STAMPING: 42 DEG 15 MIN 50 SEC 90 DEG 25 MIN 32 SEC
 NJ0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0132
 NJ0132  HISTORY     - Date     Condition        Report By
 NJ0132  HISTORY     - UNK      MONUMENTED       DOD
 NJ0132  HISTORY     - 1970     GOOD             NGS
 NJ0132  HISTORY     - 20010331 GOOD             NGS
 NJ0132
 NJ0132                          STATION DESCRIPTION
 NJ0132
 NJ0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0132'0.4 MI N FROM BELLEVUE.
 NJ0132'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0132'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, AT
 NJ0132'THE SOUTHWEST CORNER OF THE INTERSECTION OF THE HIGHWAY AND
 NJ0132'SYLVAN STREET, 30.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 NJ0132'32 FEET SOUTH OF THE CENTER LINE OF SYLVAN STREET, 4.7 FEET SOUTH
 NJ0132'OF THE SOUTH EDGE OF AN EAST-WEST SIDEWALK, 1.3 FEET WEST OF
 NJ0132'THE WEST EDGE OF A NORTH-SOUTH SIDEWALK, ABOUT 1 FOOT ABOVE THE
 NJ0132'LEVEL OF THE STREET, AND IS A MISSISSIPPI RIVER COMMISSION
 NJ0132'CAP ON THE TOP OF AN IRON PIPE PROJECTING 2 INCHES.  SEC 18,
 NJ0132'T86N, R5E.
 NJ0132
 NJ0132                          STATION RECOVERY (2001)
 NJ0132
 NJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0132'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0133 ***********************************************************************
 NJ0133  DESIGNATION -  306 RESET
 NJ0133  PID         -  NJ0133
 NJ0133  STATE/COUNTY-  IA/JACKSON
 NJ0133  USGS QUAD   -  BELLEVUE (1968)
 NJ0133
 NJ0133                         *CURRENT SURVEY CONTROL
 NJ0133  ___________________________________________________________________
 NJ0133* NAD 83(1986)-  42 15 49.     (N)    090 25 30.     (W)     SCALED    
 NJ0133* NAVD 88     -       189.649  (meters)     622.21   (feet)  ADJUSTED  
 NJ0133  ___________________________________________________________________
 NJ0133  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 NJ0133  DYNAMIC HT  -         189.588 (meters)     622.01  (feet)  COMP
 NJ0133  MODELED GRAV-     980,299.8   (mgal)                       NAVD 88
 NJ0133
 NJ0133  VERT ORDER  -  FIRST     CLASS I
 NJ0133
 NJ0133.The horizontal coordinates were scaled from a topographic map and have
 NJ0133.an estimated accuracy of +/- 6 seconds.
 NJ0133
 NJ0133.The orthometric height was determined by differential leveling
 NJ0133.and adjusted by the National Geodetic Survey in June 1991..
 NJ0133
 NJ0133.The geoid height was determined by GEOID03.
 NJ0133
 NJ0133.The dynamic height is computed by dividing the NAVD 88
 NJ0133.geopotential number by the normal gravity value computed on the
 NJ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0133.degrees latitude (g = 980.6199 gals.).
 NJ0133
 NJ0133.The modeled gravity was interpolated from observed gravity values.
 NJ0133
 NJ0133;                    North         East    Units  Estimated Accuracy
 NJ0133;SPC IA N     - 1,089,430.    1,753,650.      MT  (+/- 180 meters Scaled)
 NJ0133
 NJ0133                          SUPERSEDED SURVEY CONTROL
 NJ0133
 NJ0133  NGVD 29 (??/??/92)  189.690  (m)          622.34   (f) ADJ UNCH    1 1
 NJ0133
 NJ0133.Superseded values are not recommended for survey control.
 NJ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0133.See file dsdata.txt to determine how the superseded data were derived.
 NJ0133
 NJ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG123822(NAD 83)
 NJ0133_MARKER: P = PIPE CAP
 NJ0133_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0133_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0133_STAMPING: 42 DEG 15 MIN 50 SEC 90 DEG 25 MIN 32 SEC
 NJ0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0133
 NJ0133  HISTORY     - Date     Condition        Report By
 NJ0133  HISTORY     - 1970     MONUMENTED       DOD
 NJ0133  HISTORY     - 1970     GOOD             NGS
 NJ0133  HISTORY     - 19940826 GOOD             USPSQD
 NJ0133  HISTORY     - 20010331 GOOD             NGS
 NJ0133
 NJ0133                          STATION DESCRIPTION
 NJ0133
 NJ0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0133'0.4 MI N FROM BELLEVUE.
 NJ0133'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0133'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, AT
 NJ0133'THE SOUTHWEST CORNER OF THE INTERSECTION OF THE HIGHWAY AND
 NJ0133'SYLVAN STREET, 30.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 NJ0133'32 FEET SOUTH OF THE CENTER LINE OF SYLVAN STREET, 4.7 FEET SOUTH
 NJ0133'OF THE SOUTH EDGE OF AN EAST-WEST SIDEWALK, 1.3 FEET WEST OF THE
 NJ0133'WEST EDGE OF A NORTH-SOUTH SIDEWALK, ABOUT 1 FOOT ABOVE THE
 NJ0133'LEVEL OF THE STREET, AND IS A MISSISSIPPI RIVER COMMISSION CAP
 NJ0133'ON THE TOP OF AN IRON PIPE PROJECTING 2 INCHES.  SECTION 18,
 NJ0133'T86N, R5E.
 NJ0133
 NJ0133                          STATION RECOVERY (1994)
 NJ0133
 NJ0133'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0133'RECOVERED IN GOOD CONDITION.
 NJ0133
 NJ0133                          STATION RECOVERY (2001)
 NJ0133
 NJ0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0133'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0130 ***********************************************************************
 NJ0130  DESIGNATION -  308
 NJ0130  PID         -  NJ0130
 NJ0130  STATE/COUNTY-  IA/JACKSON
 NJ0130  USGS QUAD   -  BELLEVUE (1968)
 NJ0130
 NJ0130                         *CURRENT SURVEY CONTROL
 NJ0130  ___________________________________________________________________
 NJ0130* NAD 83(1986)-  42 15 06.     (N)    090 25 10.     (W)     SCALED    
 NJ0130* NAVD 88     -       185.983  (meters)     610.18   (feet)  ADJUSTED  
 NJ0130  ___________________________________________________________________
 NJ0130  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 NJ0130  DYNAMIC HT  -         185.923 (meters)     609.98  (feet)  COMP
 NJ0130  MODELED GRAV-     980,298.7   (mgal)                       NAVD 88
 NJ0130
 NJ0130  VERT ORDER  -  FIRST     CLASS I
 NJ0130
 NJ0130.The horizontal coordinates were scaled from a topographic map and have
 NJ0130.an estimated accuracy of +/- 6 seconds.
 NJ0130
 NJ0130.The orthometric height was determined by differential leveling
 NJ0130.and adjusted by the National Geodetic Survey in June 1991..
 NJ0130
 NJ0130.The geoid height was determined by GEOID03.
 NJ0130
 NJ0130.The dynamic height is computed by dividing the NAVD 88
 NJ0130.geopotential number by the normal gravity value computed on the
 NJ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0130.degrees latitude (g = 980.6199 gals.).
 NJ0130
 NJ0130.The modeled gravity was interpolated from observed gravity values.
 NJ0130
 NJ0130;                    North         East    Units  Estimated Accuracy
 NJ0130;SPC IA N     - 1,088,120.    1,754,160.      MT  (+/- 180 meters Scaled)
 NJ0130
 NJ0130                          SUPERSEDED SURVEY CONTROL
 NJ0130
 NJ0130  NGVD 29 (??/??/92)  186.024  (m)          610.31   (f) ADJ UNCH    1 1
 NJ0130
 NJ0130.Superseded values are not recommended for survey control.
 NJ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0130.See file dsdata.txt to determine how the superseded data were derived.
 NJ0130
 NJ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG128809(NAD 83)
 NJ0130_MARKER: B = BOLT
 NJ0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0130_SP_SET: DOORSILL
 NJ0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0130
 NJ0130  HISTORY     - Date     Condition        Report By
 NJ0130  HISTORY     - UNK      MONUMENTED       DOD
 NJ0130  HISTORY     - 1970     GOOD             NGS
 NJ0130  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0130
 NJ0130                          STATION DESCRIPTION
 NJ0130
 NJ0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0130'0.4 MI S FROM BELLEVUE.
 NJ0130'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0130'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, 0.05
 NJ0130'MILE NORTH OF THE NORTH END OF THE HIGHWAY OVERPASS OVER THE
 NJ0130'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 51.5 FEET
 NJ0130'EAST OF THE CENTER LINE OF THE HIGHWAY, A COPPER BOLT LEADED
 NJ0130'IN THE TOP OF THE NORTH END OF THE STONE DOORSILL FOR THE SECOND
 NJ0130'DOOR SOUTH OF THE NORTHWEST CORNER OF A VACANT BUILDING, 17.7
 NJ0130'FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, AND ABOUT
 NJ0130'LEVEL WITH THE HIGHWAY.  SEC 12, T86N, R5E.   NOTE-- THE DOORWAY
 NJ0130'HAS BEEN BOARDED OVER.
 NJ0130
 NJ0130                          STATION RECOVERY (2001)
 NJ0130
 NJ0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0130'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0127 ***********************************************************************
 NJ0127  DESIGNATION -  309
 NJ0127  PID         -  NJ0127
 NJ0127  STATE/COUNTY-  IA/JACKSON
 NJ0127  USGS QUAD   -  SPRINGBROOK (1980)
 NJ0127
 NJ0127                         *CURRENT SURVEY CONTROL
 NJ0127  ___________________________________________________________________
 NJ0127* NAD 83(1986)-  42 13 58.     (N)    090 24 11.     (W)     SCALED    
 NJ0127* NAVD 88     -       184.251  (meters)     604.50   (feet)  ADJUSTED  
 NJ0127  ___________________________________________________________________
 NJ0127  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 NJ0127  DYNAMIC HT  -         184.192 (meters)     604.30  (feet)  COMP
 NJ0127  MODELED GRAV-     980,297.1   (mgal)                       NAVD 88
 NJ0127
 NJ0127  VERT ORDER  -  FIRST     CLASS I
 NJ0127
 NJ0127.The horizontal coordinates were scaled from a topographic map and have
 NJ0127.an estimated accuracy of +/- 6 seconds.
 NJ0127
 NJ0127.The orthometric height was determined by differential leveling
 NJ0127.and adjusted by the National Geodetic Survey in June 1991..
 NJ0127
 NJ0127.The geoid height was determined by GEOID03.
 NJ0127
 NJ0127.The dynamic height is computed by dividing the NAVD 88
 NJ0127.geopotential number by the normal gravity value computed on the
 NJ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0127.degrees latitude (g = 980.6199 gals.).
 NJ0127
 NJ0127.The modeled gravity was interpolated from observed gravity values.
 NJ0127
 NJ0127;                    North         East    Units  Estimated Accuracy
 NJ0127;SPC IA N     - 1,086,080.    1,755,580.      MT  (+/- 180 meters Scaled)
 NJ0127
 NJ0127                          SUPERSEDED SURVEY CONTROL
 NJ0127
 NJ0127  NGVD 29 (??/??/92)  184.288  (m)          604.62   (f) ADJ UNCH    1 1
 NJ0127
 NJ0127.Superseded values are not recommended for survey control.
 NJ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0127.See file dsdata.txt to determine how the superseded data were derived.
 NJ0127
 NJ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG142788(NAD 83)
 NJ0127_MARKER: B = BOLT
 NJ0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0127_SP_SET: TILE
 NJ0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0127
 NJ0127  HISTORY     - Date     Condition        Report By
 NJ0127  HISTORY     - UNK      MONUMENTED       DOD
 NJ0127  HISTORY     - 1970     GOOD             NGS
 NJ0127  HISTORY     - 20010331 GOOD             NGS
 NJ0127
 NJ0127                          STATION DESCRIPTION
 NJ0127
 NJ0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0127'2 MI SE FROM BELLEVUE.
 NJ0127'ABOUT 2.05 MILES SOUTHEAST ALONG U.S. HIGHWAYS 52 AND 67 FROM
 NJ0127'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE,
 NJ0127'0.1 MILE NORTHWEST OF THE NORTHWEST END OF A RAILROAD BRIDGE
 NJ0127'OVER A CREEK, 103 FEET NORTHEAST AND ACROSS THE CHICAGO,
 NJ0127'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE CENTER LINE
 NJ0127'OF THE HIGHWAY, 9 POLES SOUTHEAST OF MILEPOST 19, 19.3 FEET
 NJ0127'NORTHEAST OF THE NORTHEAST RAIL, 4.7 FEET SOUTHWEST OF A
 NJ0127'FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST, A COPPER BOLT IN
 NJ0127'AN 18- X 18-INCH TILE ABOUT 3 FEET BELOW THE SURFACE OF THE
 NJ0127'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE WHICH BEARS
 NJ0127'A MISSISSIPPI RIVER COMMISSION CAP AND WHICH PROJECTS 6 INCHES.
 NJ0127'SEC 29, T86N, R5E.
 NJ0127
 NJ0127                          STATION RECOVERY (2001)
 NJ0127
 NJ0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0127'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0400 ***********************************************************************
 MJ0400  DESIGNATION -  31
 MJ0400  PID         -  MJ0400
 MJ0400  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0400  USGS QUAD   -  AVOCA (1994)
 MJ0400
 MJ0400                         *CURRENT SURVEY CONTROL
 MJ0400  ___________________________________________________________________
 MJ0400* NAD 83(1986)-  41 28 34.     (N)    095 20 17.     (W)     SCALED    
 MJ0400* NAVD 88     -       362.778  (meters)    1190.21   (feet)  ADJUSTED  
 MJ0400  ___________________________________________________________________
 MJ0400  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 MJ0400  DYNAMIC HT  -         362.630 (meters)    1189.73  (feet)  COMP
 MJ0400  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 MJ0400
 MJ0400  VERT ORDER  -  FIRST     CLASS II
 MJ0400
 MJ0400.The horizontal coordinates were scaled from a topographic map and have
 MJ0400.an estimated accuracy of +/- 6 seconds.
 MJ0400
 MJ0400.The orthometric height was determined by differential leveling
 MJ0400.and adjusted by the National Geodetic Survey in June 1991..
 MJ0400
 MJ0400.The geoid height was determined by GEOID03.
 MJ0400
 MJ0400.The dynamic height is computed by dividing the NAVD 88
 MJ0400.geopotential number by the normal gravity value computed on the
 MJ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0400.degrees latitude (g = 980.6199 gals.).
 MJ0400
 MJ0400.The modeled gravity was interpolated from observed gravity values.
 MJ0400
 MJ0400;                    North         East    Units  Estimated Accuracy
 MJ0400;SPC IA S     -   165,540.      346,490.      MT  (+/- 180 meters Scaled)
 MJ0400
 MJ0400                          SUPERSEDED SURVEY CONTROL
 MJ0400
 MJ0400  NGVD 29 (??/??/92)  362.682  (m)         1189.90   (f) ADJ UNCH    1 2
 MJ0400
 MJ0400.Superseded values are not recommended for survey control.
 MJ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0400.See file dsdata.txt to determine how the superseded data were derived.
 MJ0400
 MJ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF047942(NAD 83)
 MJ0400_MARKER: DB = BENCH MARK DISK
 MJ0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0400_STAMPING: 31 78
 MJ0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0400+STABILITY: SURFACE MOTION
 MJ0400
 MJ0400  HISTORY     - Date     Condition        Report By
 MJ0400  HISTORY     - UNK      MONUMENTED       CGS
 MJ0400  HISTORY     - 1949     GOOD             NGS
 MJ0400  HISTORY     - 1962     MARK NOT FOUND   USGS
 MJ0400
 MJ0400                          STATION DESCRIPTION
 MJ0400
 MJ0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0400'AT AVOCA.
 MJ0400'AT AVOCA, IN THE SOUTHWEST QUARTER OF THE INTERSECTION OF U.S.
 MJ0400'HIGHWAY NO. 59 AND STATE HIGHWAY NO. 83, 10.6 FEET SOUTH OF THE
 MJ0400'SOUTH CURB OF STATE HIGHWAY NO. 83, 9.4 FEET WEST OF THE
 MJ0400'WEST CURB OF U.S. HIGHWAY NO. 59, 7.0 FEET EAST OF THE EAST
 MJ0400'EDGE OF THE NORTH-SOUTH SIDEWALK, 9.1 FEET NORTH OF THE NORTH
 MJ0400'EDGE OF THE EAST-WEST SIDEWALK, 4.7 FEET NORTHEAST OF THE
 MJ0400'NORTHEAST SIDE OF A 14-INCH ELM TREE, 2.3 FEET SOUTHWEST OF A
 MJ0400'COUNCIL BLUFFS SIGN POST, SET IN THE TOP OF A CONCRETE POST AND
 MJ0400'LEVEL WITH THE GROUND.
 MJ0400
 MJ0400                          STATION RECOVERY (1962)
 MJ0400
 MJ0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MJ0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0421 ***********************************************************************
 NJ0421  DESIGNATION -  31 101
 NJ0421  PID         -  NJ0421
 NJ0421  STATE/COUNTY-  IA/DUBUQUE
 NJ0421  USGS QUAD   -  NEW VIENNA (1962)
 NJ0421
 NJ0421                         *CURRENT SURVEY CONTROL
 NJ0421  ___________________________________________________________________
 NJ0421* NAD 83(1986)-  42 35 43.     (N)    091 00 54.     (W)     SCALED    
 NJ0421* NAVD 88     -       370.637  (meters)    1216.00   (feet)  ADJUSTED  
 NJ0421  ___________________________________________________________________
 NJ0421  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 NJ0421  DYNAMIC HT  -         370.520 (meters)    1215.61  (feet)  COMP
 NJ0421  MODELED GRAV-     980,294.0   (mgal)                       NAVD 88
 NJ0421
 NJ0421  VERT ORDER  -  FIRST     CLASS I
 NJ0421
 NJ0421.The horizontal coordinates were scaled from a topographic map and have
 NJ0421.an estimated accuracy of +/- 6 seconds.
 NJ0421
 NJ0421.The orthometric height was determined by differential leveling
 NJ0421.and adjusted by the National Geodetic Survey in June 1991..
 NJ0421
 NJ0421.The geoid height was determined by GEOID03.
 NJ0421
 NJ0421.The dynamic height is computed by dividing the NAVD 88
 NJ0421.geopotential number by the normal gravity value computed on the
 NJ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0421.degrees latitude (g = 980.6199 gals.).
 NJ0421
 NJ0421.The modeled gravity was interpolated from observed gravity values.
 NJ0421
 NJ0421;                    North         East    Units  Estimated Accuracy
 NJ0421;SPC IA N     - 1,124,660.    1,703,910.      MT  (+/- 180 meters Scaled)
 NJ0421
 NJ0421                          SUPERSEDED SURVEY CONTROL
 NJ0421
 NJ0421  NGVD 29 (??/??/92)  370.673  (m)         1216.12   (f) ADJ UNCH    1 1
 NJ0421
 NJ0421.Superseded values are not recommended for survey control.
 NJ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0421.See file dsdata.txt to determine how the superseded data were derived.
 NJ0421
 NJ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH628177(NAD 83)
 NJ0421_MARKER: DB = BENCH MARK DISK
 NJ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0421_STAMPING: 31-101
 NJ0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0421+STABILITY: SURFACE MOTION
 NJ0421
 NJ0421  HISTORY     - Date     Condition        Report By
 NJ0421  HISTORY     - UNK      MONUMENTED       IOWAGS
 NJ0421  HISTORY     - 1970     GOOD             NGS
 NJ0421  HISTORY     - 20010331 GOOD             NGS
 NJ0421  HISTORY     - 20060806 GOOD             GEOCAC
 NJ0421
 NJ0421                          STATION DESCRIPTION
 NJ0421
 NJ0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0421'3.6 MI E FROM LUXEMBURG.
 NJ0421'ABOUT 3.65 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY
 NJ0421'3 FROM THE HOLY TRINITY CHRUCH AT LUXEMBURG, ON THE CREST OF A
 NJ0421'HILL, 8195 FEET NORTHEAST OF THE NORTHEAST CORNER OF A PORCH
 NJ0421'ON THE ROGER P. WERNKE HOUSE, 31.5 FEET SOUTH OF THE CENTER LINE
 NJ0421'OF THE HIGHWAY, 8.7 FEET NORTH OF A 12-INCH CEDAR TREE, 20 FEET
 NJ0421'WEST OF THE CENTER LINE OF A DRIVEWAY, 4.5 FEET EAST-SOUTHEAST
 NJ0421'OF TELEPHONE POLE NUMBER 35, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF
 NJ0421'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NJ0421'2 INCHES.  SECTION 19, T 90N, R 1W
 NJ0421
 NJ0421                          STATION RECOVERY (2001)
 NJ0421
 NJ0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0421'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0421
 NJ0421                          STATION RECOVERY (2006)
 NJ0421
 NJ0421'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0421'FARMYARD IS AT 26564 HWY 52 N. DESCRIPTION SHOULD READ '81.95 FEET
 NJ0421'NORTHEAST OF THE NORTHEAST CORNER OF A PORCH.'
 NJ0421' 
 NJ0421'HANDHELD GPS COORDINATES - 42 35 43.3 N 091 00 24.8 W, A 30 SECOND
 NJ0421'DIFFERENCE FROM THE PUBLISHED SCALED LONGITUDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0369 ***********************************************************************
 NJ0369  DESIGNATION -  31 114
 NJ0369  PID         -  NJ0369
 NJ0369  STATE/COUNTY-  IA/DUBUQUE
 NJ0369  USGS QUAD   -  HOLY CROSS (1957)
 NJ0369
 NJ0369                         *CURRENT SURVEY CONTROL
 NJ0369  ___________________________________________________________________
 NJ0369* NAD 83(1986)-  42 34 43.     (N)    090 55 56.     (W)     SCALED    
 NJ0369* NAVD 88     -       350.610  (meters)    1150.29   (feet)  ADJUSTED  
 NJ0369  ___________________________________________________________________
 NJ0369  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 NJ0369  DYNAMIC HT  -         350.498 (meters)    1149.93  (feet)  COMP
 NJ0369  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 NJ0369
 NJ0369  VERT ORDER  -  FIRST     CLASS I
 NJ0369
 NJ0369.The horizontal coordinates were scaled from a topographic map and have
 NJ0369.an estimated accuracy of +/- 6 seconds.
 NJ0369
 NJ0369.The orthometric height was determined by differential leveling
 NJ0369.and adjusted by the National Geodetic Survey in June 1991..
 NJ0369
 NJ0369.The geoid height was determined by GEOID03.
 NJ0369
 NJ0369.The dynamic height is computed by dividing the NAVD 88
 NJ0369.geopotential number by the normal gravity value computed on the
 NJ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0369.degrees latitude (g = 980.6199 gals.).
 NJ0369
 NJ0369.The modeled gravity was interpolated from observed gravity values.
 NJ0369
 NJ0369;                    North         East    Units  Estimated Accuracy
 NJ0369;SPC IA N     - 1,123,010.    1,710,760.      MT  (+/- 180 meters Scaled)
 NJ0369
 NJ0369                          SUPERSEDED SURVEY CONTROL
 NJ0369
 NJ0369  NGVD 29 (??/??/92)  350.647  (m)         1150.41   (f) ADJ UNCH    1 1
 NJ0369
 NJ0369.Superseded values are not recommended for survey control.
 NJ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0369.See file dsdata.txt to determine how the superseded data were derived.
 NJ0369
 NJ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH696160(NAD 83)
 NJ0369_MARKER: DD = SURVEY DISK
 NJ0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0369_STAMPING: 31-114
 NJ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0369+STABILITY: SURFACE MOTION
 NJ0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0369+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 NJ0369
 NJ0369  HISTORY     - Date     Condition        Report By
 NJ0369  HISTORY     - UNK      MONUMENTED       IOWAGS
 NJ0369  HISTORY     - 1970     GOOD             NGS
 NJ0369  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0369  HISTORY     - 20060806 GOOD             GEOCAC
 NJ0369
 NJ0369                          STATION DESCRIPTION
 NJ0369
 NJ0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0369'8.3 MI W FROM LUXEMBURG.
 NJ0369'ABOUT 8.3 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0369'FROM THE HOLY TRINITY CHURCH AT LUXEMBURG, 0.25 MILE NORTHEAST
 NJ0369'OF THE MIDWAY DX SERVICE STATION, 234 FEET SOUTHWEST OF THE
 NJ0369'CENTER LINE OF A DRIVEWAY WHICH LEADS TO THE BABLAN DUSTER FARM,
 NJ0369'35.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 143.5 FEET
 NJ0369'SOUTHEAST OF THE SOUTH CORNER OF A BARN, 13.5 FEET NORTHEAST OF
 NJ0369'A FENCE CORNER POST, 4.5 FEET NORTHWEST OF A FENCE, ABOUT 1
 NJ0369'FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 NJ0369'CONCRETE POST WHICH PROJECTS 20 INCHES.  SECTION 26, T90N, R1W.
 NJ0369
 NJ0369                          STATION RECOVERY (2001)
 NJ0369
 NJ0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0369'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0369
 NJ0369                          STATION RECOVERY (2006)
 NJ0369
 NJ0369'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0369'FARMYARD IS AT 22551 HWY 52 N. SQUARE CONCRETE POST PROJECTS ABOUT 24
 NJ0369'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0363 ***********************************************************************
 NJ0363  DESIGNATION -  31 118
 NJ0363  PID         -  NJ0363
 NJ0363  STATE/COUNTY-  IA/DUBUQUE
 NJ0363  USGS QUAD   -  SHERRILL (1972)
 NJ0363
 NJ0363                         *CURRENT SURVEY CONTROL
 NJ0363  ___________________________________________________________________
 NJ0363* NAD 83(1986)-  42 34 34.     (N)    090 51 40.     (W)     SCALED    
 NJ0363* NAVD 88     -       276.455  (meters)     907.00   (feet)  ADJUSTED  
 NJ0363  ___________________________________________________________________
 NJ0363  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 NJ0363  DYNAMIC HT  -         276.369 (meters)     906.72  (feet)  COMP
 NJ0363  MODELED GRAV-     980,303.4   (mgal)                       NAVD 88
 NJ0363
 NJ0363  VERT ORDER  -  FIRST     CLASS I
 NJ0363
 NJ0363.The horizontal coordinates were scaled from a topographic map and have
 NJ0363.an estimated accuracy of +/- 6 seconds.
 NJ0363
 NJ0363.The orthometric height was determined by differential leveling
 NJ0363.and adjusted by the National Geodetic Survey in June 1991..
 NJ0363
 NJ0363.The geoid height was determined by GEOID03.
 NJ0363
 NJ0363.The dynamic height is computed by dividing the NAVD 88
 NJ0363.geopotential number by the normal gravity value computed on the
 NJ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0363.degrees latitude (g = 980.6199 gals.).
 NJ0363
 NJ0363.The modeled gravity was interpolated from observed gravity values.
 NJ0363
 NJ0363;                    North         East    Units  Estimated Accuracy
 NJ0363;SPC IA N     - 1,122,910.    1,716,600.      MT  (+/- 180 meters Scaled)
 NJ0363
 NJ0363                          SUPERSEDED SURVEY CONTROL
 NJ0363
 NJ0363  NGVD 29 (??/??/92)  276.495  (m)          907.13   (f) ADJ UNCH    1 1
 NJ0363
 NJ0363.Superseded values are not recommended for survey control.
 NJ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0363.See file dsdata.txt to determine how the superseded data were derived.
 NJ0363
 NJ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH755159(NAD 83)
 NJ0363_MARKER: DD = SURVEY DISK
 NJ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0363_STAMPING: 31-118
 NJ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0363+STABILITY: SURFACE MOTION
 NJ0363
 NJ0363  HISTORY     - Date     Condition        Report By
 NJ0363  HISTORY     - UNK      MONUMENTED       IOWAGS
 NJ0363  HISTORY     - 1970     GOOD             NGS
 NJ0363  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0363
 NJ0363                          STATION DESCRIPTION
 NJ0363
 NJ0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0363'8.8 MI W FROM SAGEVILLE.
 NJ0363'ABOUT 8.75 MILES WEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0363'FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE,
 NJ0363'190 FEET NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM THE NORTH
 NJ0363'CORNER OF A SINCLAIR SERVICE STATION AND LOUNGE, 35.7 FEET
 NJ0363'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 199 FEET WEST OF
 NJ0363'THE CENTER LINE OF A GRAVELED ROAD, 20.2 FEET WEST OF THE WEST
 NJ0363'CORNER OF THE JOHN T. KLIEN HOUSE, ABOUT 4 FEET ABOVE THE LEVEL
 NJ0363'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NJ0363'10 INCHES.  SECTION 29, T90N, R1E.
 NJ0363
 NJ0363                          STATION RECOVERY (2001)
 NJ0363
 NJ0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0363'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0427 ***********************************************************************
 NJ0427  DESIGNATION -  31 98
 NJ0427  PID         -  NJ0427
 NJ0427  STATE/COUNTY-  IA/DUBUQUE
 NJ0427  USGS QUAD   -  NEW VIENNA (1962)
 NJ0427
 NJ0427                         *CURRENT SURVEY CONTROL
 NJ0427  ___________________________________________________________________
 NJ0427* NAD 83(1986)-  42 36 09.     (N)    091 04 25.     (W)     SCALED    
 NJ0427* NAVD 88     -       359.188  (meters)    1178.44   (feet)  ADJUSTED  
 NJ0427  ___________________________________________________________________
 NJ0427  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NJ0427  DYNAMIC HT  -         359.076 (meters)    1178.07  (feet)  COMP
 NJ0427  MODELED GRAV-     980,299.3   (mgal)                       NAVD 88
 NJ0427
 NJ0427  VERT ORDER  -  FIRST     CLASS I
 NJ0427
 NJ0427.The horizontal coordinates were scaled from a topographic map and have
 NJ0427.an estimated accuracy of +/- 6 seconds.
 NJ0427
 NJ0427.The orthometric height was determined by differential leveling
 NJ0427.and adjusted by the National Geodetic Survey in June 1991..
 NJ0427
 NJ0427.The geoid height was determined by GEOID03.
 NJ0427
 NJ0427.The dynamic height is computed by dividing the NAVD 88
 NJ0427.geopotential number by the normal gravity value computed on the
 NJ0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0427.degrees latitude (g = 980.6199 gals.).
 NJ0427
 NJ0427.The modeled gravity was interpolated from observed gravity values.
 NJ0427
 NJ0427;                    North         East    Units  Estimated Accuracy
 NJ0427;SPC IA N     - 1,125,320.    1,699,080.      MT  (+/- 180 meters Scaled)
 NJ0427
 NJ0427                          SUPERSEDED SURVEY CONTROL
 NJ0427
 NJ0427  NGVD 29 (??/??/92)  359.226  (m)         1178.56   (f) ADJ UNCH    1 1
 NJ0427
 NJ0427.Superseded values are not recommended for survey control.
 NJ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0427.See file dsdata.txt to determine how the superseded data were derived.
 NJ0427
 NJ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH580184(NAD 83)
 NJ0427_MARKER: DD = SURVEY DISK
 NJ0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0427_STAMPING: 31-98
 NJ0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0427+STABILITY: SURFACE MOTION
 NJ0427
 NJ0427  HISTORY     - Date     Condition        Report By
 NJ0427  HISTORY     - UNK      MONUMENTED       IOWAGS
 NJ0427  HISTORY     - 1970     GOOD             NGS
 NJ0427  HISTORY     - 20010331 GOOD             NGS
 NJ0427
 NJ0427                          STATION DESCRIPTION
 NJ0427
 NJ0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0427'AT LUXEMBURG.
 NJ0427'AT LUXEMBURG, 30.6 FEET NORTH-NORTHEAST OF THE NORTHEAST
 NJ0427'CORNER OF THE HOLY TRINITY CHURCH, 52 1/2 FEET SOUTHWEST OF THE
 NJ0427'CENTER OF THE INTERSECTION OF U.S. HIGHWAY 52 AND STATE HIGHWAYS
 NJ0427'3 AND 136, 37.3 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 NJ0427'3 WHICH LEADS WEST, 38 FEET WEST OF THE CENTER LINE OF STATE
 NJ0427'HIGHWAY 136 WHICH LEADS SOUTH, 4.5 FEET NORTHEAST OF PINE AND
 NJ0427'CAP 1179 (USGS), ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAYS,
 NJ0427'AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 NJ0427'GROUND.  SECTION 21, T 90N, R 2W
 NJ0427
 NJ0427                          STATION RECOVERY (2001)
 NJ0427
 NJ0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0427'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3928 ***********************************************************************
 DH3928  DESIGNATION -  31 DWB
 DH3928  PID         -  DH3928
 DH3928  STATE/COUNTY-  IA/EMMET
 DH3928  USGS QUAD   -  CEYLON (1970)
 DH3928
 DH3928                         *CURRENT SURVEY CONTROL
 DH3928  ___________________________________________________________________
 DH3928* NAD 83(1996)-  43 30 02.76840(N)    094 43 32.05325(W)     ADJUSTED  
 DH3928* NAVD 88     -       399.0    (meters)    1309.     (feet)  GPS OBS   
 DH3928  ___________________________________________________________________
 DH3928  X           -    -381,772.597 (meters)                     COMP
 DH3928  Y           -  -4,618,349.922 (meters)                     COMP
 DH3928  Z           -   4,368,279.033 (meters)                     COMP
 DH3928  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 DH3928  ELLIP HEIGHT-         370.87  (meters)          (05/31/05) GPS OBS
 DH3928  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DH3928
 DH3928  HORZ ORDER  -  FIRST
 DH3928  ELLP ORDER  -  FOURTH    CLASS I
 DH3928
 DH3928.The horizontal coordinates were established by GPS observations
 DH3928.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3928
 DH3928.The orthometric height was determined by GPS observations and a
 DH3928.high-resolution geoid model.
 DH3928
 DH3928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3928
 DH3928.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3928
 DH3928.The ellipsoidal height was determined by GPS observations
 DH3928.and is referenced to NAD 83.
 DH3928
 DH3928.The geoid height was determined by GEOID03.
 DH3928
 DH3928;                    North         East     Units Scale Factor Converg.
 DH3928;SPC IA N     - 1,222,969.977 1,400,879.598   MT  1.00005119   -0 49 50.2
 DH3928;UTM  15      - 4,817,873.045   360,498.056   MT  0.99983938   -1 11 16.8
 DH3928
 DH3928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3928!SPC IA N     -   0.99994185  x   1.00005119  =   0.99999303
 DH3928!UTM  15      -   0.99994185  x   0.99983938  =   0.99978124
 DH3928
 DH3928                          SUPERSEDED SURVEY CONTROL
 DH3928
 DH3928.No superseded survey control is available for this station.
 DH3928
 DH3928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6049817873(NAD 83)
 DH3928_MARKER: DB = BENCH MARK DISK
 DH3928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3928_STAMPING: 31 DWB 1967 1309
 DH3928_MARK LOGO: USGS  
 DH3928_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH3928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3928+STABILITY: SURFACE MOTION
 DH3928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3928+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 DH3928
 DH3928  HISTORY     - Date     Condition        Report By
 DH3928  HISTORY     - 1967     MONUMENTED       USGS
 DH3928  HISTORY     - 20041206 GOOD             MNDT
 DH3928
 DH3928                          STATION DESCRIPTION
 DH3928
 DH3928'DESCRIBED BY MN DEPT OF TRANSP 2004 (MP)
 DH3928'4.7 MILES SOUTHEAST OF DUNNELL, 2.0 MILES EAST ALONG COUNTY ROAD 8 FRO
 DH3928'M THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY ROAD 8 IN DUNNELL, THEN 4
 DH3928'.0 MILES SOUTH ON 70TH AVENUE, THEN 0.4 MILE EAST ON 10TH STREET (ON
 DH3928'STATE LINE), AT NORTHWEST CORNER OF CEMETERY, 43 FEET SOUTH OF STATE L
 DH3928'INE ROAD, 95 FEET WEST OF CEMETERY GATE, 41 FEET NORTHWEST OF HARVEGO
 DH3928'MONUMENT, 11 FEET SOUTH OF POWER POLE, 7 FEET SOUTH AND 2 FEET WEST OF
 DH3928'NORTHWEST CORNER OF CEMETERY POST, 1.2 FEET WEST OF WITNESS POST .
 DH3928'THE MARK IS A DEPARTMENT OF INTERIOR DISK IN A CONCRETE MONUMENT
 DH3928'FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0125 ***********************************************************************
 NJ0125  DESIGNATION -  310
 NJ0125  PID         -  NJ0125
 NJ0125  STATE/COUNTY-  IA/JACKSON
 NJ0125  USGS QUAD   -  SPRINGBROOK (1980)
 NJ0125
 NJ0125                         *CURRENT SURVEY CONTROL
 NJ0125  ___________________________________________________________________
 NJ0125* NAD 83(1986)-  42 13 58.     (N)    090 24 11.     (W)     SCALED    
 NJ0125* NAVD 88     -       185.465  (meters)     608.48   (feet)  ADJUSTED  
 NJ0125  ___________________________________________________________________
 NJ0125  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 NJ0125  DYNAMIC HT  -         185.406 (meters)     608.29  (feet)  COMP
 NJ0125  MODELED GRAV-     980,297.1   (mgal)                       NAVD 88
 NJ0125
 NJ0125  VERT ORDER  -  FIRST     CLASS I
 NJ0125
 NJ0125.The horizontal coordinates were scaled from a topographic map and have
 NJ0125.an estimated accuracy of +/- 6 seconds.
 NJ0125
 NJ0125.The orthometric height was determined by differential leveling
 NJ0125.and adjusted by the National Geodetic Survey in June 1991..
 NJ0125
 NJ0125.The geoid height was determined by GEOID03.
 NJ0125
 NJ0125.The dynamic height is computed by dividing the NAVD 88
 NJ0125.geopotential number by the normal gravity value computed on the
 NJ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0125.degrees latitude (g = 980.6199 gals.).
 NJ0125
 NJ0125.The modeled gravity was interpolated from observed gravity values.
 NJ0125
 NJ0125;                    North         East    Units  Estimated Accuracy
 NJ0125;SPC IA N     - 1,086,080.    1,755,580.      MT  (+/- 180 meters Scaled)
 NJ0125
 NJ0125                          SUPERSEDED SURVEY CONTROL
 NJ0125
 NJ0125  NGVD 29 (??/??/92)  185.503  (m)          608.60   (f) ADJ UNCH    1 1
 NJ0125
 NJ0125.Superseded values are not recommended for survey control.
 NJ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0125.See file dsdata.txt to determine how the superseded data were derived.
 NJ0125
 NJ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG142788(NAD 83)
 NJ0125_MARKER: P = PIPE CAP
 NJ0125_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0125_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0125_STAMPING: 42 DEG 13 MIN 58 SEC 90 DEG 24 MIN 15 SEC
 NJ0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0125
 NJ0125  HISTORY     - Date     Condition        Report By
 NJ0125  HISTORY     - UNK      MONUMENTED       DOD
 NJ0125  HISTORY     - 1970     GOOD             NGS
 NJ0125  HISTORY     - 20010331 GOOD             NGS
 NJ0125
 NJ0125                          STATION DESCRIPTION
 NJ0125
 NJ0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0125'2 MI SE FROM BELLEVUE.
 NJ0125'ABOUT 2.05 MILES SOUTHEAST ALONG U.S. HIGHWAYS 52 AND 67 FROM
 NJ0125'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE,
 NJ0125'0.1 MILE NORTHWEST OF THE NORTHWEST END OF A RAILROAD BRIDGE
 NJ0125'OVER A CREEK, 103 FEET NORTHEAST AND ACROSS THE CHICAGO, MILWAUKEE,
 NJ0125'ST. PAUL AND PACIFIC RAILROAD FROM THE CENTER LINE OF THE
 NJ0125'HIGHWAY, 9 POLES SOUTHEAST OF MILEPOST 19, 19.3 FEET NORTHEAST
 NJ0125'OF THE NORTHEAST RAIL, 4.7 FEET SOUTHWEST OF A FENCE, 2.0 FEET
 NJ0125'SOUTH OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF
 NJ0125'THE HIGHWAY, ABOUT LEVEL WITH THE TRACK, AND IS A MISSISSIPPI
 NJ0125'RIVER COMMISSION CAP ON THE TOP OF AN IRON PIPE PROJECTING 6
 NJ0125'INCHES.  SEC 29, T86N, R5E.
 NJ0125
 NJ0125                          STATION RECOVERY (2001)
 NJ0125
 NJ0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0125'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0126 ***********************************************************************
 NJ0126  DESIGNATION -  310 RESET
 NJ0126  PID         -  NJ0126
 NJ0126  STATE/COUNTY-  IA/JACKSON
 NJ0126  USGS QUAD   -  SPRINGBROOK (1980)
 NJ0126
 NJ0126                         *CURRENT SURVEY CONTROL
 NJ0126  ___________________________________________________________________
 NJ0126* NAD 83(1986)-  42 13 58.     (N)    090 24 11.     (W)     SCALED    
 NJ0126* NAVD 88     -       185.472  (meters)     608.50   (feet)  ADJUSTED  
 NJ0126  ___________________________________________________________________
 NJ0126  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 NJ0126  DYNAMIC HT  -         185.413 (meters)     608.31  (feet)  COMP
 NJ0126  MODELED GRAV-     980,297.1   (mgal)                       NAVD 88
 NJ0126
 NJ0126  VERT ORDER  -  FIRST     CLASS I
 NJ0126
 NJ0126.The horizontal coordinates were scaled from a topographic map and have
 NJ0126.an estimated accuracy of +/- 6 seconds.
 NJ0126
 NJ0126.The orthometric height was determined by differential leveling
 NJ0126.and adjusted by the National Geodetic Survey in June 1991..
 NJ0126
 NJ0126.The geoid height was determined by GEOID03.
 NJ0126
 NJ0126.The dynamic height is computed by dividing the NAVD 88
 NJ0126.geopotential number by the normal gravity value computed on the
 NJ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0126.degrees latitude (g = 980.6199 gals.).
 NJ0126
 NJ0126.The modeled gravity was interpolated from observed gravity values.
 NJ0126
 NJ0126;                    North         East    Units  Estimated Accuracy
 NJ0126;SPC IA N     - 1,086,080.    1,755,580.      MT  (+/- 180 meters Scaled)
 NJ0126
 NJ0126                          SUPERSEDED SURVEY CONTROL
 NJ0126
 NJ0126  NGVD 29 (??/??/92)  185.510  (m)          608.63   (f) ADJ UNCH    1 1
 NJ0126
 NJ0126.Superseded values are not recommended for survey control.
 NJ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0126.See file dsdata.txt to determine how the superseded data were derived.
 NJ0126
 NJ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG142788(NAD 83)
 NJ0126_MARKER: P = PIPE CAP
 NJ0126_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0126_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0126_STAMPING: 42 DEG 13 MIN 58 SEC 90 DEG 24 MIN 15 SEC
 NJ0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0126
 NJ0126  HISTORY     - Date     Condition        Report By
 NJ0126  HISTORY     - 1970     MONUMENTED       DOD
 NJ0126  HISTORY     - 1970     GOOD             NGS
 NJ0126  HISTORY     - 19940826 GOOD             USPSQD
 NJ0126  HISTORY     - 20010331 GOOD             NGS
 NJ0126
 NJ0126                          STATION DESCRIPTION
 NJ0126
 NJ0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0126'2 MI SE FROM BELLEVUE.
 NJ0126'ABOUT 2.05 MILES SOUTHEAST ALONG U.S. HIGHWAYS 52 AND 67 FROM
 NJ0126'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE,
 NJ0126'0.1 MILE NORTHWEST OF THE NORTHWEST END OF A RAILROAD BRIDGE
 NJ0126'OVER A CREEK, 103 FEET NORTHEAST AND ACROSS THE CHICAGO,
 NJ0126'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE CENTER LINE
 NJ0126'OF THE HIGHWAY, 9 POLES SOUTHEAST OF MILEPOST 19, 19.3 FEET
 NJ0126'NORTHEAST OF THE NORTHEAST RAIL, 4.7 FEET SOUTHWEST OF A FENCE,
 NJ0126'2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE
 NJ0126'LEVEL OF THE HIGHWAY, ABOUT LEVEL WITH THE TRACK, AND IS A
 NJ0126'MISSISSIPPI RIVER COMMISSION CAP ON THE TOP OF AN IRON PIPE
 NJ0126'PROJECTING 6 INCHES.  SECTION 29, T86N, R5E.
 NJ0126
 NJ0126                          STATION RECOVERY (1994)
 NJ0126
 NJ0126'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0126'RECOVERED IN GOOD CONDITION.
 NJ0126
 NJ0126                          STATION RECOVERY (2001)
 NJ0126
 NJ0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0126'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1289 ***********************************************************************
 MJ1289  DESIGNATION -  311
 MJ1289  PID         -  MJ1289
 MJ1289  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1289  USGS QUAD   -  LOVELAND (1994)
 MJ1289
 MJ1289                         *CURRENT SURVEY CONTROL
 MJ1289  ___________________________________________________________________
 MJ1289* NAD 83(1996)-  41 24 06.27098(N)    095 52 38.30942(W)     ADJUSTED  
 MJ1289* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 MJ1289  ___________________________________________________________________
 MJ1289  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 MJ1289  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 MJ1289
 MJ1289  HORZ ORDER  -  SECOND
 MJ1289
 MJ1289.The horizontal coordinates were established by classical geodetic methods
 MJ1289.and adjusted by the National Geodetic Survey in May 1999..
 MJ1289
 MJ1289.The orthometric height was scaled from a topographic map.
 MJ1289
 MJ1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1289
 MJ1289.The geoid height was determined by GEOID03.
 MJ1289
 MJ1289;                    North         East     Units Scale Factor Converg.
 MJ1289;SPC IA S     -   158,378.849   301,237.930   MT  0.99995450   -1 33 57.4
 MJ1289;SPC NE       -   182,348.136   844,501.054   MT  0.99966024   +2 43 55.5
 MJ1289;UTM  15      - 4,587,351.629   259,476.409   MT  1.00031202   -1 54 13.6
 MJ1289
 MJ1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1289!SPC IA S     -   0.99994591  x   0.99995450  =   0.99990042
 MJ1289!SPC NE       -   0.99994591  x   0.99966024  =   0.99960617
 MJ1289!UTM  15      -   0.99994591  x   1.00031202  =   1.00025792
 MJ1289
 MJ1289|---------------------------------------------------------------------|
 MJ1289| PID    Reference Object                     Distance      Geod. Az  |
 MJ1289|                                                           dddmmss.s |
 MJ1289| CL6692 311 RM 1                                           07109     |
 MJ1289| MJ0630 311 AZ MK                                          1831245.5 |
 MJ1289| MJ1288 OMAHA SIOUX FALLS AMBER 4 BCN       APPROX. 6.3 KM 2780822.5 |
 MJ1289| CL6693 311 RM 2                             19.286 METERS 35128     |
 MJ1289|---------------------------------------------------------------------|
 MJ1289
 MJ1289                          SUPERSEDED SURVEY CONTROL
 MJ1289
 MJ1289  NAD 83(1996)-  41 24 06.27106(N)    095 52 38.30929(W) AD(       ) 2
 MJ1289  NAD 83(1986)-  41 24 06.27869(N)    095 52 38.31115(W) AD(       ) 2
 MJ1289  NAD 27      -  41 24 06.29300(N)    095 52 37.27000(W) AD(       ) 2
 MJ1289
 MJ1289.Superseded values are not recommended for survey control.
 MJ1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1289.See file dsdata.txt to determine how the superseded data were derived.
 MJ1289
 MJ1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5947687352(NAD 83)
 MJ1289_MARKER: DS = TRIANGULATION STATION DISK
 MJ1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1289
 MJ1289  HISTORY     - Date     Condition        Report By
 MJ1289  HISTORY     - 1947     MONUMENTED       MORC
 MJ1289  HISTORY     - 1953     GOOD             CGS
 MJ1289  HISTORY     - 1973     GOOD             LOCENG
 MJ1289  HISTORY     - 1974     GOOD             NEDR
 MJ1289  HISTORY     - 1976     GOOD             NEDR
 MJ1289
 MJ1289                          STATION DESCRIPTION
 MJ1289
 MJ1289'DESCRIBED BY MISSOURI RIVER COMMISSION 1947 (GLS)
 MJ1289'THE STATION IS LOCATED ABOUT 1 MILE WEST AND ABOUT 3 MILES
 MJ1289'NORTH OF CRESCENT.  IT IS ON A HIGH BARE KNOLL OVERLOOKING
 MJ1289'THE MISSOURI RIVER VALLEY AND HONEY CREEK LAKE, AND ABOUT 100
 MJ1289'YARDS EAST OF THE RAILROAD TRACKS.  THE DISK IS STAMPED 311
 MJ1289'MORC 1947 AND PROJECTS 1 FOOT.
 MJ1289'
 MJ1289'REFERENCE MARK NO. 1 IS 66.06 FEET (SLOPE) EAST-NORTHEAST
 MJ1289'OF THE STATION, ON TOP OF THE RIDGE RUNNING EAST FROM THE
 MJ1289'STATION, AND IS ABOUT 6 FEET LOWER THAN THE STATION MARK.
 MJ1289'THE DISK IS STAMPED 311 MORC NO 1 1947 AND PROJECTS 2 INCHES.
 MJ1289'
 MJ1289'REFERENCE MARK NO. 2 IS 63.28 FEET NORTH OF THE STATION, AT
 MJ1289'THE NORTH END OF THE RIDGE THAT THE STATION IS ON.  THE DISK
 MJ1289'IS STAMPED 311 MORC NO 2 1947 AND PROJECTS 2 INCHES.
 MJ1289'
 MJ1289'THE AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTH OF THE
 MJ1289'STATION, 38 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 13
 MJ1289'FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 7.5 FEET NORTH OF
 MJ1289'A 3 FOOT COTTONWOOD TREE, AND 5.3 FEET SOUTHEAST OF A WITNESS
 MJ1289'POST.  THE DISK IS STAMPED 311 MORC 1947 AND PROJECTS 6 INCHES.
 MJ1289'
 MJ1289'TO REACH THE STATION FROM THE POST OFFICE IN CRESCENT, GO NORTH
 MJ1289'ON U.S. HIGHWAYS 30 AND 75 FOR 0.9 MILE TO A SIDE ROAD LEFT.
 MJ1289'TURN LEFT AND FOLLOW THE MAIN DIRT ROAD WEST AND THEN NORTH
 MJ1289'FOR 1.5 MILES TO A FORK AND A SIDE ROAD RIGHT.  *TURN RIGHT,
 MJ1289'ON THE SIDE ROAD (EAST) AND GO 0.2 MILE TO A FARM YARD.  TURN
 MJ1289'LEFT INTO THE FARM YARD, PASS TO THE EAST OF THE HOUSE, GO
 MJ1289'THRU A WIRE GATE AND FOLLOW THE ROAD AROUND THE EDGE OF THE
 MJ1289'BLUFF FOR 0.8 MILE TO ANOTHER WIRE GATE AND THE END OF TRUCK
 MJ1289'TRAVEL. FROM HERE PACK NORTH, UP A STEEP BLUFF TO THE TOP,
 MJ1289'THENCE NORTH ALONG THE TOP OF THE RIDGE TO THE SUMMIT AND THE
 MJ1289'STATION.
 MJ1289'
 MJ1289'*TO REACH THE AZIMUTH FROM HERE, TAKE THE LEFT FORK AND FOLLOW
 MJ1289'THE MAIN DIRT ROAD WEST FOR 0.4 MILE TO A LARGE COTTONWOOD
 MJ1289'TREE AND THE MARK AS DESCRIBED.
 MJ1289'
 MJ1289'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MJ1289
 MJ1289                          STATION RECOVERY (1953)
 MJ1289
 MJ1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 MJ1289'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 MJ1289'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 MJ1289
 MJ1289                          STATION RECOVERY (1973)
 MJ1289
 MJ1289'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 MJ1289'STATION RECOVERED BY GOLLEHON, SCHEMMER AND ASSOCIATES, INC.
 MJ1289'
 MJ1289'STATION, RM 1, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 MJ1289
 MJ1289                          STATION RECOVERY (1974)
 MJ1289
 MJ1289'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1974 (HED)
 MJ1289'311 MRC 1947 STATION, REF NO 1, REF NO 2, AND AZIMUTH WERE FOUND
 MJ1289'AS DESCRIBED IN GOOD CONDITION.
 MJ1289'
 MJ1289'DISTANCE AND DIRECTION FROM NEAREST TOWN--ONE MILE WEST AND 3 MILES
 MJ1289'NORTH OF CRESCENT.
 MJ1289
 MJ1289                          STATION RECOVERY (1976)
 MJ1289
 MJ1289'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1976 (HED)
 MJ1289'NEW FROM THE JCT. OF HWY 183 AND 36 ON THE SOUTH SIDE OF CRESCENT
 MJ1289'IOWA, GO NORTH ON HWY 183 APPROX 0.9 MILE TO COUNTY ROAD.  TURN LEFT
 MJ1289'(WEST), AND GO 0.6 MILE FOLLOW CURVE NORTH (RIGHT), AND GO 0.7 MILE
 MJ1289'FOLLOW CURVE LEFT (WEST) AND GO 0.4 MILE TO THE EAST SIDE OF
 MJ1289'RAILROAD TRACKS, TURN RIGHT (NORTH), ON R.R. R.O.W. ROAD AND GO
 MJ1289'0.7 MILE, FROM HERE WALK EAST APPROX 200 YARDS TO BOTTOM OF
 MJ1289'BLUFF, PACK NORTH ALONG WEST SIDE OF BLUFF APPROX 300 YARDS TO
 MJ1289'HIGHEST POINT ON WEST SIDE OF BLUFF OVER LOOKING RAILROAD
 MJ1289'TRACKS AND MISSOURI VALLEY.
 MJ1289'
 MJ1289'THE STATION, REFERENCE MARKS AND AZIMUTH MARK FOUND AS DESCRIBED
 MJ1289'IN GOOD CONDITION.
 MJ1289'
 MJ1289'FOR ORIGINAL TIES SEE USC AND GS QUAD 410953 PAGE 1054.
 MJ1289'
 MJ1289'NEAREST TOWN--CRESCENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0630 ***********************************************************************
 MJ0630  DESIGNATION -  311 AZ MK
 MJ0630  PID         -  MJ0630
 MJ0630  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0630  USGS QUAD   -  LOVELAND (1994)
 MJ0630
 MJ0630                         *CURRENT SURVEY CONTROL
 MJ0630  ___________________________________________________________________
 MJ0630* NAD 83(1986)-  41 23 14.     (N)    095 52 41.     (W)     SCALED    
 MJ0630* NAVD 88     -       302.071  (meters)     991.04   (feet)  ADJUSTED  
 MJ0630  ___________________________________________________________________
 MJ0630  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 MJ0630  DYNAMIC HT  -         301.937 (meters)     990.61  (feet)  COMP
 MJ0630  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 MJ0630
 MJ0630  VERT ORDER  -  FIRST     CLASS II
 MJ0630
 MJ0630.The horizontal coordinates were scaled from a topographic map and have
 MJ0630.an estimated accuracy of +/- 6 seconds.
 MJ0630
 MJ0630.The orthometric height was determined by differential leveling
 MJ0630.and adjusted by the National Geodetic Survey in June 1991..
 MJ0630
 MJ0630.The geoid height was determined by GEOID03.
 MJ0630
 MJ0630.The dynamic height is computed by dividing the NAVD 88
 MJ0630.geopotential number by the normal gravity value computed on the
 MJ0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0630.degrees latitude (g = 980.6199 gals.).
 MJ0630
 MJ0630.The modeled gravity was interpolated from observed gravity values.
 MJ0630
 MJ0630;                    North         East    Units  Estimated Accuracy
 MJ0630;SPC IA S     -   156,770.      301,130.      MT  (+/- 180 meters Scaled)
 MJ0630
 MJ0630                          SUPERSEDED SURVEY CONTROL
 MJ0630
 MJ0630.No superseded survey control is available for this station.
 MJ0630
 MJ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF593857(NAD 83)
 MJ0630_MARKER: DZ = AZIMUTH MARK DISK
 MJ0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0630_STAMPING: 311 MRC 1947
 MJ0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0630+STABILITY: SURFACE MOTION
 MJ0630
 MJ0630  HISTORY     - Date     Condition        Report By
 MJ0630  HISTORY     - 1947     MONUMENTED       CGS
 MJ0630  HISTORY     - 1948     GOOD             NGS
 MJ0630  HISTORY     - 19890802 MARK NOT FOUND   NGS
 MJ0630
 MJ0630                          STATION DESCRIPTION
 MJ0630
 MJ0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0630'2.1 MI N FROM CRESCENT.
 MJ0630'2.1 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0630'FROM THE STATION SIGN AT CRESCENT, AT A ROAD CROSSING, ABOUT
 MJ0630'200.0 FEET EAST OF THE RAILROAD TRACK, 40.0 FEET NORTH OF THE
 MJ0630'CENTER LINE OF A EAST-WEST ROAD, 13.0 FEET WEST OF THE CENTER
 MJ0630'LINE OF A FIELD ROAD LEADING NORTH INTO A FIELD, 7.0 FEET NORTH
 MJ0630'OF A 5-FOOT COTTONWOOD TREE, 3.0 FEET NORTH OF A FENCE, 3.0 FEET
 MJ0630'WEST OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 MJ0630'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MJ0630
 MJ0630                          STATION RECOVERY (1989)
 MJ0630
 MJ0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0728 ***********************************************************************
 MJ0728  DESIGNATION -  311 C
 MJ0728  PID         -  MJ0728
 MJ0728  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0728  USGS QUAD   -  LOVELAND (1994)
 MJ0728
 MJ0728                         *CURRENT SURVEY CONTROL
 MJ0728  ___________________________________________________________________
 MJ0728* NAD 83(1996)-  41 23 12.70458(N)    095 55 27.30179(W)     ADJUSTED  
 MJ0728* NAVD 88     -       302.276  (meters)     991.72   (feet)  ADJUSTED  
 MJ0728  ___________________________________________________________________
 MJ0728  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 MJ0728  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 MJ0728  DYNAMIC HT  -         302.142 (meters)     991.28  (feet)  COMP
 MJ0728  MODELED GRAV-     980,170.8   (mgal)                       NAVD 88
 MJ0728
 MJ0728  HORZ ORDER  -  SECOND
 MJ0728  VERT ORDER  -  SECOND    CLASS 0
 MJ0728
 MJ0728.The horizontal coordinates were established by classical geodetic methods
 MJ0728.and adjusted by the National Geodetic Survey in May 1999..
 MJ0728
 MJ0728.The orthometric height was determined by differential leveling
 MJ0728.and adjusted by the National Geodetic Survey in June 1991..
 MJ0728
 MJ0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0728
 MJ0728.The geoid height was determined by GEOID03.
 MJ0728
 MJ0728.The dynamic height is computed by dividing the NAVD 88
 MJ0728.geopotential number by the normal gravity value computed on the
 MJ0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0728.degrees latitude (g = 980.6199 gals.).
 MJ0728
 MJ0728.The modeled gravity was interpolated from observed gravity values.
 MJ0728
 MJ0728;                    North         East     Units Scale Factor Converg.
 MJ0728;SPC IA S     -   156,835.346   297,268.132   MT  0.99995362   -1 35 48.7
 MJ0728;SPC NE       -   180,512.005   840,659.223   MT  0.99966074   +2 42 03.6
 MJ0728;UTM  15      - 4,585,830.983   255,496.113   MT  1.00033578   -1 56 03.5
 MJ0728;UTM  14      - 4,586,269.943   757,172.607   MT  1.00041402   +2 02 04.6
 MJ0728
 MJ0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0728!SPC IA S     -   0.99995701  x   0.99995362  =   0.99991063
 MJ0728!SPC NE       -   0.99995701  x   0.99966074  =   0.99961777
 MJ0728!UTM  15      -   0.99995701  x   1.00033578  =   1.00029278
 MJ0728!UTM  14      -   0.99995701  x   1.00041402  =   1.00037101
 MJ0728
 MJ0728                          SUPERSEDED SURVEY CONTROL
 MJ0728
 MJ0728  NAD 83(1996)-  41 23 12.70463(N)    095 55 27.30174(W) AD(       ) 2
 MJ0728  NAD 83(1986)-  41 23 12.71210(N)    095 55 27.30314(W) AD(       ) 2
 MJ0728  NAD 27      -  41 23 12.72400(N)    095 55 26.25800(W) AD(       ) 2
 MJ0728  NGVD 29 (??/??/92)  302.148  (m)          991.30   (f) ADJ UNCH    2 0
 MJ0728
 MJ0728.Superseded values are not recommended for survey control.
 MJ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0728.See file dsdata.txt to determine how the superseded data were derived.
 MJ0728
 MJ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5549685831(NAD 83)
 MJ0728_MARKER: B = BOLT
 MJ0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0728+STABILITY: SURFACE MOTION
 MJ0728
 MJ0728  HISTORY     - Date     Condition        Report By
 MJ0728  HISTORY     - 1947     MONUMENTED       USE
 MJ0728  HISTORY     - 1948     GOOD             NGS
 MJ0728  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0728
 MJ0728                          STATION DESCRIPTION
 MJ0728
 MJ0728'DESCRIBED BY US ENGINEERS 1947 (GLS)
 MJ0728'THE STATION IS LOCATED ABOUT 3 MILES WEST AND 1-1/2 MILES NORTH
 MJ0728'OF CRESCENT AND 3/4 MILE EAST OF THE EAST BANK OF THE MISSOURI
 MJ0728'RIVER.
 MJ0728'
 MJ0728'U.S.E.D. 311-C IS 43.44 FEET NORTH BY WEST OF THE STATION AND IS
 MJ0728'SET IN A SLIGHT DEPRESSION.  IT IS A BRASS BOLT SET IN A CONCRETE
 MJ0728'POST AND THE MARK PROJECTS 1 INCH.
 MJ0728'
 MJ0728'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FROST
 MJ0728'WHICH IS 13.238 METERS, 43.44 FEET SOUTHEAST OF STATION.  (THIRD
 MJ0728'ORDER TRAVERSE.)
 MJ0728'
 MJ0728'TO REACH STATION FROM THE POST OFFICE IN CRESCENT GO NORTH ON
 MJ0728'U.S. HIGHWAY 75 AND 30 FOR 0.15 MILE TO T ROAD, AND TURN LEFT
 MJ0728'AND GO WEST 1.25 MILE TO A T INTERSECTION.  TURN RIGHT AND GO
 MJ0728'NORTH AND WEST 1.9 MILES TO FORK.  CONTINUE STRAIGHT AHEAD ON
 MJ0728'LEFT FORK 0.85 MILE TO A T INTERSECTION.  TURN RIGHT AND GO NORTH
 MJ0728'FOR 0.3 MILE TO A FARM DRIVEWAY ON THE LEFT.  ENTER DRIVEWAY
 MJ0728'AND GO 0.4 MILE PASSING HOUSE TO AN ORCHARD ON THE SOUTH OR
 MJ0728'LEFT SIDE OF ROAD.  TURN LEFT THROUGH ORCHARD FOR APPROXIMATELY
 MJ0728'150 YARDS TO STATION ALONG SMALL RIDGE.
 MJ0728
 MJ0728                          STATION RECOVERY (1948)
 MJ0728
 MJ0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0728'4.7 MI NW FROM CRESCENT.
 MJ0728'0.1 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE POST OFFICE AT
 MJ0728'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.6
 MJ0728'MILES NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 MJ0728'DIRT ROAD, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, THENCE 0.4
 MJ0728'MILE WEST ALONG A PRIVATE ROAD, THENCE 0.1 MILE SOUTH THROUGH AN
 MJ0728'ORCHARD, 0.4 MILE WEST OF THE MAIN NORTH AND SOUTH ROAD, 0.35 MILE
 MJ0728'SOUTHWEST OF A WHITE FARMHOUSE, IN LINE WITH THE WEST ROW OF TREES
 MJ0728'ALONG THE WEST SIDE OF THE ORCHARD, ON THE EAST SIDE OF A CULTIVATED
 MJ0728'FIELD, 43.3 FEET NORTHWEST OF TRIANGULATION STATION FROST, SET IN TOP
 MJ0728'OF A CONCRETE POST.
 MJ0728
 MJ0728                          STATION RECOVERY (1955)
 MJ0728
 MJ0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0332 ***********************************************************************
 MG0332  DESIGNATION -  32
 MG0332  PID         -  MG0332
 MG0332  STATE/COUNTY-  IA/SCOTT
 MG0332  USGS QUAD   -  DONAHUE (1991)
 MG0332
 MG0332                         *CURRENT SURVEY CONTROL
 MG0332  ___________________________________________________________________
 MG0332* NAD 83(1986)-  41 41 40.     (N)    090 40 30.     (W)     SCALED    
 MG0332* NAVD 88     -       214.320  (meters)     703.15   (feet)  ADJUSTED  
 MG0332  ___________________________________________________________________
 MG0332  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 MG0332  DYNAMIC HT  -         214.240 (meters)     702.89  (feet)  COMP
 MG0332  MODELED GRAV-     980,245.1   (mgal)                       NAVD 88
 MG0332
 MG0332  VERT ORDER  -  SECOND    CLASS 0
 MG0332
 MG0332.The horizontal coordinates were scaled from a topographic map and have
 MG0332.an estimated accuracy of +/- 6 seconds.
 MG0332
 MG0332.The orthometric height was determined by differential leveling
 MG0332.and adjusted by the National Geodetic Survey in June 1991..
 MG0332
 MG0332.The geoid height was determined by GEOID03.
 MG0332
 MG0332.The dynamic height is computed by dividing the NAVD 88
 MG0332.geopotential number by the normal gravity value computed on the
 MG0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0332.degrees latitude (g = 980.6199 gals.).
 MG0332
 MG0332.The modeled gravity was interpolated from observed gravity values.
 MG0332
 MG0332;                    North         East    Units  Estimated Accuracy
 MG0332;SPC IA S     -   191,990.      735,130.      MT  (+/- 180 meters Scaled)
 MG0332
 MG0332                          SUPERSEDED SURVEY CONTROL
 MG0332
 MG0332  NGVD 29 (??/??/92)  214.366  (m)          703.30   (f) ADJ UNCH    2 0
 MG0332
 MG0332.Superseded values are not recommended for survey control.
 MG0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0332.See file dsdata.txt to determine how the superseded data were derived.
 MG0332
 MG0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG934184(NAD 83)
 MG0332_MARKER: DD = SURVEY DISK
 MG0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0332_STAMPING: 32
 MG0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0332+STABILITY: SURFACE MOTION
 MG0332
 MG0332  HISTORY     - Date     Condition        Report By
 MG0332  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0332  HISTORY     - 1935     GOOD             NGS
 MG0332  HISTORY     - 19961118 MARK NOT FOUND   USPSQD
 MG0332
 MG0332                          STATION DESCRIPTION
 MG0332
 MG0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MG0332'AT DONAHUE.
 MG0332'AT DONAHUE, SCOTT COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0332'AND PACIFIC RAILROAD, 104 YARDS NORTHWEST OF THE STATION, 33
 MG0332'FEET NORTHWEST OF THE CENTER OF A PUBLIC ROAD CROSSING, 17
 MG0332'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 4 FEET EAST
 MG0332'OF A SIDEWALK, 1.5 FEET WEST OF A DERAILING SIGN, AND LEVEL
 MG0332'WITH THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 32
 MG0332'AND SET IN THE TOP OF A CONCRETE POST.
 MG0332
 MG0332                          STATION RECOVERY (1996)
 MG0332
 MG0332'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0830 ***********************************************************************
 LF0830  DESIGNATION -  324 BOLT
 LF0830  PID         -  LF0830
 LF0830  STATE/COUNTY-  IA/FREMONT
 LF0830  USGS QUAD   -  HAMBURG (1984)
 LF0830
 LF0830                         *CURRENT SURVEY CONTROL
 LF0830  ___________________________________________________________________
 LF0830* NAD 83(1986)-  40 35 54.     (N)    095 40 09.     (W)     SCALED    
 LF0830* NAVD 88     -       275.379  (meters)     903.47   (feet)  ADJUSTED  
 LF0830  ___________________________________________________________________
 LF0830  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LF0830  DYNAMIC HT  -         275.233 (meters)     902.99  (feet)  COMP
 LF0830  MODELED GRAV-     980,090.0   (mgal)                       NAVD 88
 LF0830
 LF0830  VERT ORDER  -  FIRST     CLASS II
 LF0830
 LF0830.The horizontal coordinates were scaled from a topographic map and have
 LF0830.an estimated accuracy of +/- 6 seconds.
 LF0830
 LF0830.The orthometric height was determined by differential leveling
 LF0830.and adjusted by the National Geodetic Survey in June 1991..
 LF0830
 LF0830.The geoid height was determined by GEOID03.
 LF0830
 LF0830.The dynamic height is computed by dividing the NAVD 88
 LF0830.geopotential number by the normal gravity value computed on the
 LF0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0830.degrees latitude (g = 980.6199 gals.).
 LF0830
 LF0830.The modeled gravity was interpolated from observed gravity values.
 LF0830
 LF0830;                    North         East    Units  Estimated Accuracy
 LF0830;SPC IA S     -    68,730.      316,410.      MT  (+/- 180 meters Scaled)
 LF0830
 LF0830                          SUPERSEDED SURVEY CONTROL
 LF0830
 LF0830  NGVD 29 (??/??/92)  275.284  (m)          903.16   (f) ADJ UNCH    1 2
 LF0830
 LF0830.Superseded values are not recommended for survey control.
 LF0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0830.See file dsdata.txt to determine how the superseded data were derived.
 LF0830
 LF0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE741975(NAD 83)
 LF0830_MARKER: B = BOLT
 LF0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0830_SP_SET: STONE
 LF0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0830+STABILITY: SURFACE MOTION
 LF0830
 LF0830  HISTORY     - Date     Condition        Report By
 LF0830  HISTORY     - UNK      MONUMENTED       MORC
 LF0830  HISTORY     - 1948     GOOD             NGS
 LF0830  HISTORY     - 19890724 MARK NOT FOUND   NGS
 LF0830
 LF0830                          STATION DESCRIPTION
 LF0830
 LF0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0830'0.4 MI NW FROM HAMBURG.
 LF0830'0.4 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0830'RAILROAD FROM THE STATION AT HAMBURG, ON THE NORTHEAST EDGE OF
 LF0830'A DITCH, 111.0 FEET SOUTHEAST OF THE 10TH POLE NORTHWEST OF A
 LF0830'COAL CHUTE, 43.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LF0830'MAIN TRACK, 28.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LF0830'SIDE TRACK, 24.6 FEET NORTHEAST OF THE 9TH POLE NORTHWEST OF
 LF0830'A COAL CHUTE, 0.8 FOOT SOUTHWEST OF A 4 X 4 REFERENCE POST, A
 LF0830'COPPER BOLT LEADED IN STONE SET ABOUT 4.0 FEET UNDERGROUND
 LF0830'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI
 LF0830'RIVER COMMISSION CAP.
 LF0830
 LF0830                          STATION RECOVERY (1989)
 LF0830
 LF0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0829 ***********************************************************************
 LF0829  DESIGNATION -  324 CAP
 LF0829  PID         -  LF0829
 LF0829  STATE/COUNTY-  IA/FREMONT
 LF0829  USGS QUAD   -  HAMBURG (1984)
 LF0829
 LF0829                         *CURRENT SURVEY CONTROL
 LF0829  ___________________________________________________________________
 LF0829* NAD 83(1986)-  40 35 54.     (N)    095 40 09.     (W)     SCALED    
 LF0829* NAVD 88     -       276.607  (meters)     907.50   (feet)  ADJUSTED  
 LF0829  ___________________________________________________________________
 LF0829  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LF0829  DYNAMIC HT  -         276.460 (meters)     907.02  (feet)  COMP
 LF0829  MODELED GRAV-     980,090.0   (mgal)                       NAVD 88
 LF0829
 LF0829  VERT ORDER  -  FIRST     CLASS II
 LF0829
 LF0829.The horizontal coordinates were scaled from a topographic map and have
 LF0829.an estimated accuracy of +/- 6 seconds.
 LF0829
 LF0829.The orthometric height was determined by differential leveling
 LF0829.and adjusted by the National Geodetic Survey in June 1991..
 LF0829
 LF0829.The geoid height was determined by GEOID03.
 LF0829
 LF0829.The dynamic height is computed by dividing the NAVD 88
 LF0829.geopotential number by the normal gravity value computed on the
 LF0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0829.degrees latitude (g = 980.6199 gals.).
 LF0829
 LF0829.The modeled gravity was interpolated from observed gravity values.
 LF0829
 LF0829;                    North         East    Units  Estimated Accuracy
 LF0829;SPC IA S     -    68,730.      316,410.      MT  (+/- 180 meters Scaled)
 LF0829
 LF0829                          SUPERSEDED SURVEY CONTROL
 LF0829
 LF0829  NGVD 29 (??/??/92)  276.510  (m)          907.18   (f) ADJ UNCH    1 2
 LF0829
 LF0829.Superseded values are not recommended for survey control.
 LF0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0829.See file dsdata.txt to determine how the superseded data were derived.
 LF0829
 LF0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE741975(NAD 83)
 LF0829_MARKER: P = PIPE CAP
 LF0829_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0829_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0829
 LF0829  HISTORY     - Date     Condition        Report By
 LF0829  HISTORY     - UNK      MONUMENTED       CGS
 LF0829  HISTORY     - 1948     GOOD             NGS
 LF0829  HISTORY     - 19890724 MARK NOT FOUND   NGS
 LF0829
 LF0829                          STATION DESCRIPTION
 LF0829
 LF0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0829'0.4 MI NW FROM HAMBURG.
 LF0829'0.4 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0829'RAILROAD FROM THE STATION AT HAMBURG, ON THE NORTHEAST EDGE OF
 LF0829'A DITCH, 111.0 FEET SOUTHEAST OF THE 10TH POLE NORTHWEST OF A
 LF0829'COAL CHUTE, 43.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LF0829'MAIN TRACK, 28.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LF0829'SIDE TRACK, 24.6 FEET NORTHEAST OF THE 9TH POLE NORTHWEST OF
 LF0829'A COAL CHUTE, 0.8 FOOT SOUTHWEST OF A 4 X 4 REFERENCE POST, A
 LF0829'MISSOURI RIVER COMMISSION CAP SET ON TOP OF AN IRON PIPE WHICH
 LF0829'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 LF0829
 LF0829                          STATION RECOVERY (1989)
 LF0829
 LF0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0842 ***********************************************************************
 LF0842  DESIGNATION -  326 BOLT
 LF0842  PID         -  LF0842
 LF0842  STATE/COUNTY-  IA/FREMONT
 LF0842  USGS QUAD   -  SIDNEY (1981)
 LF0842
 LF0842                         *CURRENT SURVEY CONTROL
 LF0842  ___________________________________________________________________
 LF0842* NAD 83(1986)-  40 39 08.     (N)    095 44 47.     (W)     SCALED    
 LF0842* NAVD 88     -       279.287  (meters)     916.29   (feet)  ADJUSTED  
 LF0842  ___________________________________________________________________
 LF0842  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LF0842  DYNAMIC HT  -         279.140 (meters)     915.81  (feet)  COMP
 LF0842  MODELED GRAV-     980,092.5   (mgal)                       NAVD 88
 LF0842
 LF0842  VERT ORDER  -  FIRST     CLASS II
 LF0842
 LF0842.The horizontal coordinates were scaled from a topographic map and have
 LF0842.an estimated accuracy of +/- 6 seconds.
 LF0842
 LF0842.The orthometric height was determined by differential leveling
 LF0842.and adjusted by the National Geodetic Survey in June 1991..
 LF0842
 LF0842.The geoid height was determined by GEOID03.
 LF0842
 LF0842.The dynamic height is computed by dividing the NAVD 88
 LF0842.geopotential number by the normal gravity value computed on the
 LF0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0842.degrees latitude (g = 980.6199 gals.).
 LF0842
 LF0842.The modeled gravity was interpolated from observed gravity values.
 LF0842
 LF0842;                    North         East    Units  Estimated Accuracy
 LF0842;SPC IA S     -    74,880.      310,030.      MT  (+/- 180 meters Scaled)
 LF0842
 LF0842                          SUPERSEDED SURVEY CONTROL
 LF0842
 LF0842  NGVD 29 (??/??/92)  279.185  (m)          915.96   (f) ADJ UNCH    1 2
 LF0842
 LF0842.Superseded values are not recommended for survey control.
 LF0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0842.See file dsdata.txt to determine how the superseded data were derived.
 LF0842
 LF0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF678037(NAD 83)
 LF0842_MARKER: B = BOLT
 LF0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0842_SP_SET: STONE
 LF0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0842+STABILITY: SURFACE MOTION
 LF0842
 LF0842  HISTORY     - Date     Condition        Report By
 LF0842  HISTORY     - UNK      MONUMENTED       MORC
 LF0842  HISTORY     - 1947     GOOD             NGS
 LF0842  HISTORY     - 1971     MARK NOT FOUND   NGS
 LF0842  HISTORY     - 19890724 MARK NOT FOUND   NGS
 LF0842
 LF0842                          STATION DESCRIPTION
 LF0842
 LF0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0842'1.2 MI SE FROM PAYNE.
 LF0842'1.25 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0842'RAILROAD FROM THE STATION AT PAYNE (NEBRASKA CITY JUNCTION),
 LF0842'AT A PRIVATE ROAD CROSSING, 260.0 FEET NORTHWEST OF THE
 LF0842'APPROXIMATE CENTER OF A SHARP CURVE IN AN OILED ROAD, 124.0 FEET
 LF0842'NORTH NORTHWEST OF MILE POST NO.148, 63.5 FEET NORTH OF THE
 LF0842'CENTER OF THE CROSSING OF THE PRIVATE ROAD AND THE TRACK, 44.2
 LF0842'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 23.0 FEET
 LF0842'SOUTHWEST OF THE CENTER OF AN OILED ROAD, 18.7 FEET EAST OF A
 LF0842'DOUBLE GUY WIRE BRACED TELEPHONE POLE, 1.5 FOOT NORTH OF A
 LF0842'REFERENCE POST, A MISSOURI RIVER COMMISSION COPPER BOLT SET IN
 LF0842'AN 18-INCH SQUARE STONE 3.2 FEET UNDERGROUND AND SURMOUNTED
 LF0842'BY A 4-INCH IRON PIPE WHICH IS 4 FEET LONG AND HAS A MISSOURI
 LF0842'RIVER COMMISSION IRON CAP BOLTED ON TOP OF IT AND IS PROJECTING
 LF0842'0.8 FOOT.  NOTE-- DIRT IS BEING REMOVED FROM THE VICINITY BY
 LF0842'THE RAILROAD COMPANY.
 LF0842
 LF0842                          STATION RECOVERY (1971)
 LF0842
 LF0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LF0842'MARK NOT FOUND.
 LF0842
 LF0842                          STATION RECOVERY (1989)
 LF0842
 LF0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0841 ***********************************************************************
 LF0841  DESIGNATION -  326 CAP
 LF0841  PID         -  LF0841
 LF0841  STATE/COUNTY-  IA/FREMONT
 LF0841  USGS QUAD   -  SIDNEY (1981)
 LF0841
 LF0841                         *CURRENT SURVEY CONTROL
 LF0841  ___________________________________________________________________
 LF0841* NAD 83(1986)-  40 39 08.     (N)    095 44 47.     (W)     SCALED    
 LF0841* NAVD 88     -       280.512  (meters)     920.31   (feet)  ADJUSTED  
 LF0841  ___________________________________________________________________
 LF0841  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LF0841  DYNAMIC HT  -         280.365 (meters)     919.83  (feet)  COMP
 LF0841  MODELED GRAV-     980,092.5   (mgal)                       NAVD 88
 LF0841
 LF0841  VERT ORDER  -  FIRST     CLASS II
 LF0841
 LF0841.The horizontal coordinates were scaled from a topographic map and have
 LF0841.an estimated accuracy of +/- 6 seconds.
 LF0841
 LF0841.The orthometric height was determined by differential leveling
 LF0841.and adjusted by the National Geodetic Survey in June 1991..
 LF0841
 LF0841.The geoid height was determined by GEOID03.
 LF0841
 LF0841.The dynamic height is computed by dividing the NAVD 88
 LF0841.geopotential number by the normal gravity value computed on the
 LF0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0841.degrees latitude (g = 980.6199 gals.).
 LF0841
 LF0841.The modeled gravity was interpolated from observed gravity values.
 LF0841
 LF0841;                    North         East    Units  Estimated Accuracy
 LF0841;SPC IA S     -    74,880.      310,030.      MT  (+/- 180 meters Scaled)
 LF0841
 LF0841                          SUPERSEDED SURVEY CONTROL
 LF0841
 LF0841  NGVD 29 (??/??/92)  280.412  (m)          919.99   (f) ADJ UNCH    1 2
 LF0841
 LF0841.Superseded values are not recommended for survey control.
 LF0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0841.See file dsdata.txt to determine how the superseded data were derived.
 LF0841
 LF0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF678037(NAD 83)
 LF0841_MARKER: P = PIPE CAP
 LF0841_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0841_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0841
 LF0841  HISTORY     - Date     Condition        Report By
 LF0841  HISTORY     - UNK      MONUMENTED       CGS
 LF0841  HISTORY     - 1947     GOOD             NGS
 LF0841  HISTORY     - 1971     MARK NOT FOUND   NGS
 LF0841  HISTORY     - 19890724 MARK NOT FOUND   NGS
 LF0841
 LF0841                          STATION DESCRIPTION
 LF0841
 LF0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0841'1.2 MI SE FROM PAYNE.
 LF0841'1.25 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0841'RAILROAD FROM THE STATION AT PAYNE (NEBRASKA CITY JUNCTION),
 LF0841'AT A PRIVATE ROAD CROSSING, 260.0 FEET NORTHWEST OF THE
 LF0841'APPROXIMATE CENTER OF A SHARP CURVE IN AN OILED ROAD, 124.0 FEET
 LF0841'NORTH NORTHWEST OF MILE POST NO.148, 63.5 FEET NORTH OF THE
 LF0841'CENTER OF THE CROSSING OF A PRIVATE ROAD AND THE TRACK, 44.2
 LF0841'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 23.0 FEET
 LF0841'SOUTHWEST OF THE CENTER OF AN OILED ROAD, 18.7 FEET EAST OF A
 LF0841'DOUBLE GUY WIRE BRACED TELEPHONE POLE, 1.5 FOOT NORTH OF A
 LF0841'REFERENCE POST, A MISSOURI RIVER COMMISSION IRON CAP BOLTED ON
 LF0841'TOP OF A 4-INCH IRON PIPE, ABOUT THE SAME ELEVATION AS THE TRACK
 LF0841'AND PROJECTING 0.8 FOOT.  NOTE-- DIRT IS BEING REMOVED FROM
 LF0841'THE VICINITY BY THE RAILROAD COMPANY.
 LF0841
 LF0841                          STATION RECOVERY (1971)
 LF0841
 LF0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LF0841'MARK NOT FOUND.
 LF0841
 LF0841                          STATION RECOVERY (1989)
 LF0841
 LF0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1089 ***********************************************************************
 LF1089  DESIGNATION -  327 A BOLT
 LF1089  PID         -  LF1089
 LF1089  STATE/COUNTY-  IA/FREMONT
 LF1089  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1089
 LF1089                         *CURRENT SURVEY CONTROL
 LF1089  ___________________________________________________________________
 LF1089* NAD 83(1986)-  40 40 19.     (N)    095 47 42.     (W)     SCALED    
 LF1089* NAVD 88     -       280.313  (meters)     919.66   (feet)  ADJUSTED  
 LF1089  ___________________________________________________________________
 LF1089  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LF1089  DYNAMIC HT  -         280.166 (meters)     919.18  (feet)  COMP
 LF1089  MODELED GRAV-     980,093.8   (mgal)                       NAVD 88
 LF1089
 LF1089  VERT ORDER  -  FIRST     CLASS II
 LF1089
 LF1089.The horizontal coordinates were scaled from a topographic map and have
 LF1089.an estimated accuracy of +/- 6 seconds.
 LF1089
 LF1089.The orthometric height was determined by differential leveling
 LF1089.and adjusted by the National Geodetic Survey in June 1991..
 LF1089
 LF1089.The geoid height was determined by GEOID03.
 LF1089
 LF1089.The dynamic height is computed by dividing the NAVD 88
 LF1089.geopotential number by the normal gravity value computed on the
 LF1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1089.degrees latitude (g = 980.6199 gals.).
 LF1089
 LF1089.The modeled gravity was interpolated from observed gravity values.
 LF1089
 LF1089;                    North         East    Units  Estimated Accuracy
 LF1089;SPC IA S     -    77,180.      305,980.      MT  (+/- 180 meters Scaled)
 LF1089
 LF1089                          SUPERSEDED SURVEY CONTROL
 LF1089
 LF1089  NGVD 29 (??/??/92)  280.208  (m)          919.32   (f) ADJ UNCH    1 2
 LF1089
 LF1089.Superseded values are not recommended for survey control.
 LF1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1089.See file dsdata.txt to determine how the superseded data were derived.
 LF1089
 LF1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF637060(NAD 83)
 LF1089_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF1089_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1089_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1089
 LF1089  HISTORY     - Date     Condition        Report By
 LF1089  HISTORY     - UNK      MONUMENTED       MORC
 LF1089  HISTORY     - 1948     GOOD             NGS
 LF1089  HISTORY     - 19890724 MARK NOT FOUND   NGS
 LF1089
 LF1089                          STATION DESCRIPTION
 LF1089
 LF1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1089'2 MI WSW FROM PAYNE.
 LF1089'1.75 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1089'FROM THE STATION AT PAYNE, THENCE 0.1 MILE SOUTH AND 0.1 MILE
 LF1089'WEST ALONG A DIRT ROAD, ABOUT 0.1 MILE WEST OF A 90 DEGREE TURN
 LF1089'IN THE DIRT ROAD WITH TANGENTS LEADING NORTH AND WEST, ABOUT
 LF1089'MIDWAY BETWEEN THE 5TH AND 6TH TELEPHONE POLES WHICH ARE ON THE
 LF1089'NORTH SIDE OF THE ROAD FROM A POINT WHERE THE DIRT ROAD LEADING
 LF1089'EAST MAKES A TURN TO THE NORTH, 15.0 FEET SOUTH OF THE CENTER
 LF1089'LINE OF THE DIRT ROAD, 2.2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 LF1089'FENCE, 1.3 FEET NORTH OF A 4X4 REFERENCE POST, A COPPER BOLT
 LF1089'LEADED IN STONE SET 4.0 FEET UNDERGROUND ACCESS TO WHICH IS HAD
 LF1089'THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION CAP.
 LF1089
 LF1089                          STATION RECOVERY (1989)
 LF1089
 LF1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1088 ***********************************************************************
 LF1088  DESIGNATION -  327 A CAP
 LF1088  PID         -  LF1088
 LF1088  STATE/COUNTY-  IA/FREMONT
 LF1088  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1088
 LF1088                         *CURRENT SURVEY CONTROL
 LF1088  ___________________________________________________________________
 LF1088* NAD 83(1986)-  40 40 19.     (N)    095 47 42.     (W)     SCALED    
 LF1088* NAVD 88     -       281.556  (meters)     923.74   (feet)  ADJUSTED  
 LF1088  ___________________________________________________________________
 LF1088  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LF1088  DYNAMIC HT  -         281.408 (meters)     923.25  (feet)  COMP
 LF1088  MODELED GRAV-     980,093.8   (mgal)                       NAVD 88
 LF1088
 LF1088  VERT ORDER  -  FIRST     CLASS II
 LF1088
 LF1088.The horizontal coordinates were scaled from a topographic map and have
 LF1088.an estimated accuracy of +/- 6 seconds.
 LF1088
 LF1088.The orthometric height was determined by differential leveling
 LF1088.and adjusted by the National Geodetic Survey in June 1991..
 LF1088
 LF1088.The geoid height was determined by GEOID03.
 LF1088
 LF1088.The dynamic height is computed by dividing the NAVD 88
 LF1088.geopotential number by the normal gravity value computed on the
 LF1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1088.degrees latitude (g = 980.6199 gals.).
 LF1088
 LF1088.The modeled gravity was interpolated from observed gravity values.
 LF1088
 LF1088;                    North         East    Units  Estimated Accuracy
 LF1088;SPC IA S     -    77,180.      305,980.      MT  (+/- 180 meters Scaled)
 LF1088
 LF1088                          SUPERSEDED SURVEY CONTROL
 LF1088
 LF1088  NGVD 29 (??/??/92)  281.447  (m)          923.38   (f) ADJ UNCH    1 2
 LF1088
 LF1088.Superseded values are not recommended for survey control.
 LF1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1088.See file dsdata.txt to determine how the superseded data were derived.
 LF1088
 LF1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF637060(NAD 83)
 LF1088_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF1088_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1088_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1088
 LF1088  HISTORY     - Date     Condition        Report By
 LF1088  HISTORY     - UNK      MONUMENTED       MORC
 LF1088  HISTORY     - 1948     GOOD             NGS
 LF1088  HISTORY     - 19890724 MARK NOT FOUND   NGS
 LF1088
 LF1088                          STATION DESCRIPTION
 LF1088
 LF1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1088'2 MI WSW FROM PAYNE.
 LF1088'1.75 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1088'FROM THE STATION AT PAYNE, THENCE 0.1 MILE SOUTH AND 0.1 MILE
 LF1088'WEST ALONG A DIRT ROAD, ABOUT 0.1 MILE WEST OF A 90 DEGREE TURN
 LF1088'IN THE DIRT ROAD WITH TANGENTS LEADING NORTH AND WEST, ABOUT
 LF1088'MIDWAY BETWEEN THE 5TH AND 6TH TELEPHONE POLES WHICH ARE ON THE
 LF1088'NORTH SIDE OF THE ROAD FROM A POINT WHERE THE DIRT ROAD LEADING
 LF1088'EAST MAKES A TURN TO THE NORTH, 15.0 FEET SOUTH OF THE CENTER
 LF1088'LINE OF THE DIRT ROAD, 2.2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 LF1088'FENCE, 1.3 FEET NORTH OF A 4X4 REFERENCE POST, A MISSOURI RIVER
 LF1088'COMMISSION CAP SET ON TOP OF AN IRON PIPE WHICH PROJECTS 0.8 FOOT
 LF1088'ABOVE THE GROUND.
 LF1088
 LF1088                          STATION RECOVERY (1989)
 LF1088
 LF1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0853 ***********************************************************************
 LF0853  DESIGNATION -  328 BOLT
 LF0853  PID         -  LF0853
 LF0853  STATE/COUNTY-  IA/FREMONT
 LF0853  USGS QUAD   -  NEBRASKA CITY (1984)
 LF0853
 LF0853                         *CURRENT SURVEY CONTROL
 LF0853  ___________________________________________________________________
 LF0853* NAD 83(1986)-  40 42 30.     (N)    095 47 31.     (W)     SCALED    
 LF0853* NAVD 88     -       280.577  (meters)     920.53   (feet)  ADJUSTED  
 LF0853  ___________________________________________________________________
 LF0853  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LF0853  DYNAMIC HT  -         280.430 (meters)     920.04  (feet)  COMP
 LF0853  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 LF0853
 LF0853  VERT ORDER  -  FIRST     CLASS II
 LF0853
 LF0853.The horizontal coordinates were scaled from a topographic map and have
 LF0853.an estimated accuracy of +/- 6 seconds.
 LF0853
 LF0853.The orthometric height was determined by differential leveling
 LF0853.and adjusted by the National Geodetic Survey in June 1991..
 LF0853
 LF0853.The geoid height was determined by GEOID03.
 LF0853
 LF0853.The dynamic height is computed by dividing the NAVD 88
 LF0853.geopotential number by the normal gravity value computed on the
 LF0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0853.degrees latitude (g = 980.6199 gals.).
 LF0853
 LF0853.The modeled gravity was interpolated from observed gravity values.
 LF0853
 LF0853;                    North         East    Units  Estimated Accuracy
 LF0853;SPC IA S     -    81,210.      306,350.      MT  (+/- 180 meters Scaled)
 LF0853
 LF0853                          SUPERSEDED SURVEY CONTROL
 LF0853
 LF0853  NGVD 29 (??/??/92)  280.476  (m)          920.20   (f) ADJ UNCH    1 2
 LF0853
 LF0853.Superseded values are not recommended for survey control.
 LF0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0853.See file dsdata.txt to determine how the superseded data were derived.
 LF0853
 LF0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF641101(NAD 83)
 LF0853_MARKER: B = BOLT
 LF0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0853_SP_SET: STONE
 LF0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0853+STABILITY: SURFACE MOTION
 LF0853
 LF0853  HISTORY     - Date     Condition        Report By
 LF0853  HISTORY     - UNK      MONUMENTED       MORC
 LF0853  HISTORY     - 1947     GOOD             NGS
 LF0853  HISTORY     - 1948     GOOD             NGS
 LF0853  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF0853
 LF0853                          STATION DESCRIPTION
 LF0853
 LF0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0853'3.2 MI NW FROM PAYNE.
 LF0853'3.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0853'RAILROAD FROM THE STATION AT PAYNE (NEBRASKA CITY JUNCTION),
 LF0853'644.0 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF THE TRACK
 LF0853'AND A NORTH-SOUTH DIRT ROAD, 44.4 FEET NORTHEAST OF THE NORTHEAST
 LF0853'RAIL OF THE TRACK, 10.6 FEET NORTHEAST OF THE FIFTH TELEPHONE
 LF0853'POLE NORTHWEST OF THE ROAD CROSSING, 1.2 FOOT SOUTHWEST OF A
 LF0853'REFERENCE POST, A COPPER BOLT SET IN AN 18-INCH SQUARE STONE
 LF0853'3.6 FEET UNDERGROUND AND SURMOUNTED BY A 4-INCH IRON PIPE WHICH
 LF0853'IS 4 FEET LONG AND HAS A MISSOURI RIVER COMMISSION IRON CAP
 LF0853'BOLTED ON TOP OF IT AND IS PROJECTING 0.6 FOOT.  NOTE-- THIS
 LF0853'BENCH MARK IS ALSO 3.15 MILES SOUTH ALONG THE CHICAGO, BURLINGTON
 LF0853'AND QUINCY RAILROAD FROM THE STATION AT PERCIVAL.
 LF0853
 LF0853                          STATION RECOVERY (1948)
 LF0853
 LF0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0853'RECOVERED IN GOOD CONDITION.
 LF0853
 LF0853                          STATION RECOVERY (1989)
 LF0853
 LF0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0852 ***********************************************************************
 LF0852  DESIGNATION -  328 CAP
 LF0852  PID         -  LF0852
 LF0852  STATE/COUNTY-  IA/FREMONT
 LF0852  USGS QUAD   -  NEBRASKA CITY (1984)
 LF0852
 LF0852                         *CURRENT SURVEY CONTROL
 LF0852  ___________________________________________________________________
 LF0852* NAD 83(1986)-  40 42 29.     (N)    095 47 30.     (W)     SCALED    
 LF0852* NAVD 88     -       281.805  (meters)     924.56   (feet)  ADJUSTED  
 LF0852  ___________________________________________________________________
 LF0852  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LF0852  DYNAMIC HT  -         281.658 (meters)     924.07  (feet)  COMP
 LF0852  MODELED GRAV-     980,097.0   (mgal)                       NAVD 88
 LF0852
 LF0852  VERT ORDER  -  FIRST     CLASS II
 LF0852
 LF0852.The horizontal coordinates were scaled from a topographic map and have
 LF0852.an estimated accuracy of +/- 6 seconds.
 LF0852
 LF0852.The orthometric height was determined by differential leveling
 LF0852.and adjusted by the National Geodetic Survey in June 1991..
 LF0852
 LF0852.The geoid height was determined by GEOID03.
 LF0852
 LF0852.The dynamic height is computed by dividing the NAVD 88
 LF0852.geopotential number by the normal gravity value computed on the
 LF0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0852.degrees latitude (g = 980.6199 gals.).
 LF0852
 LF0852.The modeled gravity was interpolated from observed gravity values.
 LF0852
 LF0852;                    North         East    Units  Estimated Accuracy
 LF0852;SPC IA S     -    81,180.      306,370.      MT  (+/- 180 meters Scaled)
 LF0852
 LF0852                          SUPERSEDED SURVEY CONTROL
 LF0852
 LF0852  NGVD 29 (??/??/92)  281.705  (m)          924.23   (f) ADJ UNCH    1 2
 LF0852
 LF0852.Superseded values are not recommended for survey control.
 LF0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0852.See file dsdata.txt to determine how the superseded data were derived.
 LF0852
 LF0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF641100(NAD 83)
 LF0852_MARKER: P = PIPE CAP
 LF0852_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0852_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0852
 LF0852  HISTORY     - Date     Condition        Report By
 LF0852  HISTORY     - UNK      MONUMENTED       CGS
 LF0852  HISTORY     - 1947     GOOD             NGS
 LF0852  HISTORY     - 1948     GOOD             NGS
 LF0852  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF0852
 LF0852                          STATION DESCRIPTION
 LF0852
 LF0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0852'3.2 MI NW FROM PAYNE.
 LF0852'3.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0852'RAILROAD FROM THE STATION AT PAYNE (NEBRASKA CITY JUNCTION),
 LF0852'644.0 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF THE TRACK
 LF0852'AND A NORTH-SOUTH DIRT ROAD, 44.4 FEET NORTHEAST OF THE NORTHEAST
 LF0852'RAIL OF THE TRACK, 10.6 FEET NORTHEAST OF THE FIFTH TELEPHONE
 LF0852'POLE NORTHWEST OF THE ROAD CROSSING, 1.2 FOOT SOUTHWEST OF A
 LF0852'REFERENCE POST, A MISSOURI RIVER COMMISSION IRON CAP BOLTED ON
 LF0852'TOP OF A 4-INCH IRON PIPE, ABOUT 1 FOOT BELOW THE TRACK AND
 LF0852'PROJECTING 0.4 FOOT.  THIS BENCH MARK IS ALSO 3.15 MILES SOUTH
 LF0852'ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE
 LF0852'STATION AT PERCIVAL.
 LF0852
 LF0852                          STATION RECOVERY (1948)
 LF0852
 LF0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0852'RECOVERED IN GOOD CONDITION.
 LF0852
 LF0852                          STATION RECOVERY (1989)
 LF0852
 LF0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0860 ***********************************************************************
 LF0860  DESIGNATION -  329 BOLT
 LF0860  PID         -  LF0860
 LF0860  STATE/COUNTY-  IA/FREMONT
 LF0860  USGS QUAD   -  MC PAUL (1984)
 LF0860
 LF0860                         *CURRENT SURVEY CONTROL
 LF0860  ___________________________________________________________________
 LF0860* NAD 83(1986)-  40 45 00.     (N)    095 48 34.     (W)     SCALED    
 LF0860* NAVD 88     -       282.439  (meters)     926.64   (feet)  ADJUSTED  
 LF0860  ___________________________________________________________________
 LF0860  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LF0860  DYNAMIC HT  -         282.294 (meters)     926.16  (feet)  COMP
 LF0860  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 LF0860
 LF0860  VERT ORDER  -  FIRST     CLASS II
 LF0860
 LF0860.The horizontal coordinates were scaled from a topographic map and have
 LF0860.an estimated accuracy of +/- 6 seconds.
 LF0860
 LF0860.The orthometric height was determined by differential leveling
 LF0860.and adjusted by the National Geodetic Survey in June 1991..
 LF0860
 LF0860.The geoid height was determined by GEOID03.
 LF0860
 LF0860.The dynamic height is computed by dividing the NAVD 88
 LF0860.geopotential number by the normal gravity value computed on the
 LF0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0860.degrees latitude (g = 980.6199 gals.).
 LF0860
 LF0860.The modeled gravity was interpolated from observed gravity values.
 LF0860
 LF0860;                    North         East    Units  Estimated Accuracy
 LF0860;SPC IA S     -    85,880.      304,990.      MT  (+/- 180 meters Scaled)
 LF0860
 LF0860                          SUPERSEDED SURVEY CONTROL
 LF0860
 LF0860  NGVD 29 (??/??/92)  282.340  (m)          926.31   (f) ADJ UNCH    1 2
 LF0860
 LF0860.Superseded values are not recommended for survey control.
 LF0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0860.See file dsdata.txt to determine how the superseded data were derived.
 LF0860
 LF0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF628148(NAD 83)
 LF0860_MARKER: B = BOLT
 LF0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0860_SP_SET: STONE
 LF0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0860+STABILITY: SURFACE MOTION
 LF0860
 LF0860  HISTORY     - Date     Condition        Report By
 LF0860  HISTORY     - UNK      MONUMENTED       MORC
 LF0860  HISTORY     - 1947     GOOD             NGS
 LF0860  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF0860
 LF0860                          STATION DESCRIPTION
 LF0860
 LF0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0860'AT PERCIVAL.
 LF0860'AT PERCIVAL, 596.0 FEET NORTH OF THE NORTH END OF THE CHICAGO,
 LF0860'BURLINGTON AND QUINCY RAILROAD STATION, 473.0 FEET NORTH OF THE
 LF0860'CENTER OF AN EAST-WEST ROAD CROSSING, 148.0 FEET SOUTH SOUTHEAST
 LF0860'OF AND ACROSS THE TRACKS FROM A SWITCH STAND, 53.5 FEET NORTHWEST
 LF0860'OF THE NORTHWEST SIDE OF A 4-FOOT MAPLE TREE, 42.7 FEET EAST
 LF0860'OF THE EAST RAIL OF THE MAIN TRACK, 37.0 FEET NORTH NORTHEAST
 LF0860'OF A TELEPHONE POLE, 5.4 FEET WEST NORTHWEST OF U.S. GEOLOGICAL
 LF0860'SURVEY BENCH MARK P.T.S. NO 2, 3.6 FEET WEST OF THE EAST RIGHT
 LF0860'OF WAY FENCE, 1.5 FOOT NORTH OF A REFERENCE POST, A MISSOURI
 LF0860'RIVER COMMISSION COPPER BOLT SET IN AN 18-INCH SQUARE STONE
 LF0860'3.8 FEET UNDERGROUND AND SURMOUNTED BY A 4-INCH IRON PIPE WHICH
 LF0860'IS 4 FEET LONG AND HAS A MISSOURI RIVER COMMISSION IRON CAP
 LF0860'BOLTED ON TOP OF IT AND IS PROJECTING 0.2 FOOT.
 LF0860
 LF0860                          STATION RECOVERY (1989)
 LF0860
 LF0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0859 ***********************************************************************
 LF0859  DESIGNATION -  329 CAP
 LF0859  PID         -  LF0859
 LF0859  STATE/COUNTY-  IA/FREMONT
 LF0859  USGS QUAD   -  MC PAUL (1984)
 LF0859
 LF0859                         *CURRENT SURVEY CONTROL
 LF0859  ___________________________________________________________________
 LF0859* NAD 83(1986)-  40 45 00.     (N)    095 48 34.     (W)     SCALED    
 LF0859* NAVD 88     -       283.669  (meters)     930.67   (feet)  ADJUSTED  
 LF0859  ___________________________________________________________________
 LF0859  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LF0859  DYNAMIC HT  -         283.523 (meters)     930.19  (feet)  COMP
 LF0859  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 LF0859
 LF0859  VERT ORDER  -  FIRST     CLASS II
 LF0859
 LF0859.The horizontal coordinates were scaled from a topographic map and have
 LF0859.an estimated accuracy of +/- 6 seconds.
 LF0859
 LF0859.The orthometric height was determined by differential leveling
 LF0859.and adjusted by the National Geodetic Survey in June 1991..
 LF0859
 LF0859.The geoid height was determined by GEOID03.
 LF0859
 LF0859.The dynamic height is computed by dividing the NAVD 88
 LF0859.geopotential number by the normal gravity value computed on the
 LF0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0859.degrees latitude (g = 980.6199 gals.).
 LF0859
 LF0859.The modeled gravity was interpolated from observed gravity values.
 LF0859
 LF0859;                    North         East    Units  Estimated Accuracy
 LF0859;SPC IA S     -    85,880.      304,990.      MT  (+/- 180 meters Scaled)
 LF0859
 LF0859                          SUPERSEDED SURVEY CONTROL
 LF0859
 LF0859  NGVD 29 (??/??/92)  283.570  (m)          930.35   (f) ADJ UNCH    1 2
 LF0859
 LF0859.Superseded values are not recommended for survey control.
 LF0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0859.See file dsdata.txt to determine how the superseded data were derived.
 LF0859
 LF0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF628148(NAD 83)
 LF0859_MARKER: P = PIPE CAP
 LF0859_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0859_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0859
 LF0859  HISTORY     - Date     Condition        Report By
 LF0859  HISTORY     - UNK      MONUMENTED       MORC
 LF0859  HISTORY     - 1947     GOOD             NGS
 LF0859  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF0859
 LF0859                          STATION DESCRIPTION
 LF0859
 LF0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0859'AT PERCIVAL.
 LF0859'AT PERCIVAL, 596.0 FEET NORTH OF THE NORTH END OF THE CHICAGO,
 LF0859'BURLINGTON AND QUINCY RAILROAD STATION, 473.0 FEET NORTH OF THE
 LF0859'CENTER OF AN EAST-WEST ROAD CROSSING, 148.0 FEET SOUTH SOUTHEAST
 LF0859'OF AND ACROSS THE TRACKS FROM A SWITCH STAND, 53.5 FEET NORTHWEST
 LF0859'OF THE NORTHWEST SIDE OF A 4-FOOT MAPLE TREE, 42.7 FEET EAST
 LF0859'OF THE EAST RAIL OF THE MAIN TRACK, 37.0 FEET NORTH NORTHEAST
 LF0859'OF A TELEPHONE POLE, 5.4 FEET WEST NORTHWEST OF U.S. GEOLOGICAL
 LF0859'SURVEY BENCH MARK P.T.S. NO 2, 3.6 FEET WEST OF THE EAST RIGHT OF
 LF0859'WAY FENCE, 1.5 FOOT NORTH OF A REFERENCE POST, A MISSOURI RIVER
 LF0859'COMMISSION IRON CAP BOLTED ON TOP OF A 4-INCH IRON PIPE, ABOUT
 LF0859'THE SAME ELEVATION AS THE TRACKS AND PROJECTING 0.2 FOOT.
 LF0859
 LF0859                          STATION RECOVERY (1989)
 LF0859
 LF0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0868 ***********************************************************************
 LF0868  DESIGNATION -  331 BOLT
 LF0868  PID         -  LF0868
 LF0868  STATE/COUNTY-  IA/FREMONT
 LF0868  USGS QUAD   -  MC PAUL (1984)
 LF0868
 LF0868                         *CURRENT SURVEY CONTROL
 LF0868  ___________________________________________________________________
 LF0868* NAD 83(1986)-  40 50 06.     (N)    095 48 09.     (W)     SCALED    
 LF0868* NAVD 88     -       285.666  (meters)     937.22   (feet)  ADJUSTED  
 LF0868  ___________________________________________________________________
 LF0868  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 LF0868  DYNAMIC HT  -         285.528 (meters)     936.77  (feet)  COMP
 LF0868  MODELED GRAV-     980,135.4   (mgal)                       NAVD 88
 LF0868
 LF0868  VERT ORDER  -  FIRST     CLASS II
 LF0868
 LF0868.The horizontal coordinates were scaled from a topographic map and have
 LF0868.an estimated accuracy of +/- 6 seconds.
 LF0868
 LF0868.The orthometric height was determined by differential leveling
 LF0868.and adjusted by the National Geodetic Survey in June 1991..
 LF0868
 LF0868.The geoid height was determined by GEOID03.
 LF0868
 LF0868.The dynamic height is computed by dividing the NAVD 88
 LF0868.geopotential number by the normal gravity value computed on the
 LF0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0868.degrees latitude (g = 980.6199 gals.).
 LF0868
 LF0868.The modeled gravity was interpolated from observed gravity values.
 LF0868
 LF0868;                    North         East    Units  Estimated Accuracy
 LF0868;SPC IA S     -    95,300.      305,830.      MT  (+/- 180 meters Scaled)
 LF0868
 LF0868                          SUPERSEDED SURVEY CONTROL
 LF0868
 LF0868  NGVD 29 (??/??/92)  285.576  (m)          936.93   (f) ADJ UNCH    1 2
 LF0868
 LF0868.Superseded values are not recommended for survey control.
 LF0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0868.See file dsdata.txt to determine how the superseded data were derived.
 LF0868
 LF0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF637242(NAD 83)
 LF0868_MARKER: B = BOLT
 LF0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0868_SP_SET: STONE
 LF0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0868+STABILITY: SURFACE MOTION
 LF0868
 LF0868  HISTORY     - Date     Condition        Report By
 LF0868  HISTORY     - UNK      MONUMENTED       MORC
 LF0868  HISTORY     - 1947     GOOD             NGS
 LF0868
 LF0868                          STATION DESCRIPTION
 LF0868
 LF0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0868'1 MI N FROM MC PAUL.
 LF0868'0.95 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0868'FROM THE STATION AT MC PAUL, AT AN OLD DIM PUBLIC ROAD CROSSING,
 LF0868'275.3 FEET SOUTH OF THE SOUTH END OF THE EAST HEADWALL OF A
 LF0868'12-FOOT CONCRETE CULVERT UNDER THE RAILROAD, 69.5 FEET SOUTHEAST
 LF0868'OF THE CENTER OF THE CROSSING OF THE OLD ROAD AND THE MAIN TRACK
 LF0868'OF THE RAILROAD, 44.4 FEET EAST OF THE EAST RAIL OF THE MAIN
 LF0868'TRACK, 16.7 FEET SOUTHEAST OF A DOUBLE GUY WIRE BRACED TELEPHONE
 LF0868'POLE, 14.8 FEET SOUTH OF A CONCRETE RIGHT OF WAY FENCE CORNER
 LF0868'POST, 3.4 FEET WEST OF THE EAST RIGHT OF WAY FENCE, 1.2 FOOT
 LF0868'NORTH OF A REFERENCE POST, A MISSOURI RIVER COMMISSION COPPER
 LF0868'BOLT SET IN AN 18-INCH SQUARE STONE 3.2 FEET UNDERGROUND AND
 LF0868'SURMOUNTED BY A 4-INCH IRON PIPE WHICH IS 4 FEET LONG AND HAS A
 LF0868'MISSOURI RIVER COMMISSION IRON CAP BOLTED ON TOP OF IT AND
 LF0868'IS PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0867 ***********************************************************************
 LF0867  DESIGNATION -  331 CAP
 LF0867  PID         -  LF0867
 LF0867  STATE/COUNTY-  IA/FREMONT
 LF0867  USGS QUAD   -  MC PAUL (1984)
 LF0867
 LF0867                         *CURRENT SURVEY CONTROL
 LF0867  ___________________________________________________________________
 LF0867* NAD 83(1986)-  40 50 07.     (N)    095 48 09.     (W)     SCALED    
 LF0867* NAVD 88     -       286.892  (meters)     941.24   (feet)  ADJUSTED  
 LF0867  ___________________________________________________________________
 LF0867  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 LF0867  DYNAMIC HT  -         286.754 (meters)     940.79  (feet)  COMP
 LF0867  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 LF0867
 LF0867  VERT ORDER  -  FIRST     CLASS II
 LF0867
 LF0867.The horizontal coordinates were scaled from a topographic map and have
 LF0867.an estimated accuracy of +/- 6 seconds.
 LF0867
 LF0867.The orthometric height was determined by differential leveling
 LF0867.and adjusted by the National Geodetic Survey in June 1991..
 LF0867
 LF0867.The geoid height was determined by GEOID03.
 LF0867
 LF0867.The dynamic height is computed by dividing the NAVD 88
 LF0867.geopotential number by the normal gravity value computed on the
 LF0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0867.degrees latitude (g = 980.6199 gals.).
 LF0867
 LF0867.The modeled gravity was interpolated from observed gravity values.
 LF0867
 LF0867;                    North         East    Units  Estimated Accuracy
 LF0867;SPC IA S     -    95,330.      305,830.      MT  (+/- 180 meters Scaled)
 LF0867
 LF0867                          SUPERSEDED SURVEY CONTROL
 LF0867
 LF0867  NGVD 29 (??/??/92)  286.802  (m)          940.95   (f) ADJ UNCH    1 2
 LF0867
 LF0867.Superseded values are not recommended for survey control.
 LF0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0867.See file dsdata.txt to determine how the superseded data were derived.
 LF0867
 LF0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF637242(NAD 83)
 LF0867_MARKER: P = PIPE CAP
 LF0867_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0867_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0867
 LF0867  HISTORY     - Date     Condition        Report By
 LF0867  HISTORY     - UNK      MONUMENTED       MORC
 LF0867  HISTORY     - 1947     GOOD             NGS
 LF0867
 LF0867                          STATION DESCRIPTION
 LF0867
 LF0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0867'1 MI N FROM MC PAUL.
 LF0867'0.95 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0867'FROM THE STATION AT MC PAUL, AT AN OLD DIM PUBLIC ROAD CROSSING,
 LF0867'275.3 FEET SOUTH OF THE SOUTH END OF THE EAST HEADWALL OF A
 LF0867'12-FOOT CONCRETE CULVERT UNDER THE RAILROAD, 69.5 FEET SOUTHEAST
 LF0867'OF THE CENTER OF THE CROSSING OF THE OLD ROAD AND THE MAIN TRACK
 LF0867'OF THE RAILROAD, 44.4 FEET EAST OF THE EAST RAIL OF THE MAIN
 LF0867'TRACK, 16.7 FEET SOUTHEAST OF A DOUBLE GUY WIRE BRACED TELEPHONE
 LF0867'POLE, 14.8 FEET SOUTH OF A CONCRETE RIGHT OF WAY FENCE CORNER
 LF0867'POST, 3.4 FEET WEST OF THE EAST RIGHT OF WAY FENCE, 1.2 FOOT
 LF0867'NORTH OF A REFERENCE POST, A MISSOURI RIVER COMMISSION IRON CAP
 LF0867'BOLTED ON TOP OF A 4-INCH IRON PIPE, ABOUT 2 FEET BELOW THE
 LF0867'TRACK AND PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0872 ***********************************************************************
 LF0872  DESIGNATION -  332 BOLT
 LF0872  PID         -  LF0872
 LF0872  STATE/COUNTY-  IA/FREMONT
 LF0872  USGS QUAD   -  MC PAUL (1984)
 LF0872
 LF0872                         *CURRENT SURVEY CONTROL
 LF0872  ___________________________________________________________________
 LF0872* NAD 83(1986)-  40 52 08.     (N)    095 47 39.     (W)     SCALED    
 LF0872* NAVD 88     -       286.084  (meters)     938.59   (feet)  ADJUSTED  
 LF0872  ___________________________________________________________________
 LF0872  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 LF0872  DYNAMIC HT  -         285.951 (meters)     938.16  (feet)  COMP
 LF0872  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 LF0872
 LF0872  VERT ORDER  -  FIRST     CLASS II
 LF0872
 LF0872.The horizontal coordinates were scaled from a topographic map and have
 LF0872.an estimated accuracy of +/- 6 seconds.
 LF0872
 LF0872.The orthometric height was determined by differential leveling
 LF0872.and adjusted by the National Geodetic Survey in June 1991..
 LF0872
 LF0872.The geoid height was determined by GEOID03.
 LF0872
 LF0872.The dynamic height is computed by dividing the NAVD 88
 LF0872.geopotential number by the normal gravity value computed on the
 LF0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0872.degrees latitude (g = 980.6199 gals.).
 LF0872
 LF0872.The modeled gravity was interpolated from observed gravity values.
 LF0872
 LF0872;                    North         East    Units  Estimated Accuracy
 LF0872;SPC IA S     -    99,040.      306,630.      MT  (+/- 180 meters Scaled)
 LF0872
 LF0872                          SUPERSEDED SURVEY CONTROL
 LF0872
 LF0872  NGVD 29 (??/??/92)  285.999  (m)          938.32   (f) ADJ UNCH    1 2
 LF0872
 LF0872.Superseded values are not recommended for survey control.
 LF0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0872.See file dsdata.txt to determine how the superseded data were derived.
 LF0872
 LF0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF645279(NAD 83)
 LF0872_MARKER: B = BOLT
 LF0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0872_SP_SET: STONE
 LF0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0872+STABILITY: SURFACE MOTION
 LF0872
 LF0872  HISTORY     - Date     Condition        Report By
 LF0872  HISTORY     - UNK      MONUMENTED       MORC
 LF0872  HISTORY     - 1947     GOOD             NGS
 LF0872  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF0872
 LF0872                          STATION DESCRIPTION
 LF0872
 LF0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0872'1.3 MI S FROM BARTLETT.
 LF0872'1.3 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0872'FROM THE STATION AT BARTLETT, 0.2 MILE SOUTH OF MILE POST NO.
 LF0872'164, 156.5 FEET NORTH OF A CONCRETE POST WHICH IS AT THE SOUTH
 LF0872'END OF THE WEST RIGHT OF WAY FENCE, 93.0 FEET WEST OF AND
 LF0872'DIRECTLY ACROSS THE TRACK FROM THE MOST NORTHERLY ONE OF THREE
 LF0872'BRACED CONCRETE POSTS WHICH ARE IN THE EAST RIGHT OF WAY FENCE,
 LF0872'42.7 FEET WEST OF THE WEST RAIL OF THE TRACK, 4.7 FEET EAST OF
 LF0872'THE WEST RIGHT OF WAY FENCE, 2.8 FEET NORTH OF A REFERENCE
 LF0872'POST, A MISSOURI RIVER COMMISSION COPPER BOLT SET IN AN 18-INCH
 LF0872'SQUARE STONE 3.6 FEET UNDERGROUND AND SURMOUNTED BY A 4-INCH
 LF0872'IRON PIPE WHICH IS 4 FEET LONG AND HAD A MISSOURI RIVER
 LF0872'COMMISSION IRON CAP BOLTED ON TOP OF IT (CAP HAS BEEN REMOVED)
 LF0872'AND IS PROJECTING 0.4 FOOT.
 LF0872
 LF0872                          STATION RECOVERY (1989)
 LF0872
 LF0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0878 ***********************************************************************
 LF0878  DESIGNATION -  333 BOLT
 LF0878  PID         -  LF0878
 LF0878  STATE/COUNTY-  IA/MILLS
 LF0878  USGS QUAD   -  ROCK BLUFF (1984)
 LF0878
 LF0878                         *CURRENT SURVEY CONTROL
 LF0878  ___________________________________________________________________
 LF0878* NAD 83(1986)-  40 54 14.     (N)    095 47 43.     (W)     SCALED    
 LF0878* NAVD 88     -       287.065  (meters)     941.81   (feet)  ADJUSTED  
 LF0878  ___________________________________________________________________
 LF0878  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 LF0878  DYNAMIC HT  -         286.937 (meters)     941.39  (feet)  COMP
 LF0878  MODELED GRAV-     980,170.6   (mgal)                       NAVD 88
 LF0878
 LF0878  VERT ORDER  -  FIRST     CLASS II
 LF0878
 LF0878.The horizontal coordinates were scaled from a topographic map and have
 LF0878.an estimated accuracy of +/- 6 seconds.
 LF0878
 LF0878.The orthometric height was determined by differential leveling
 LF0878.and adjusted by the National Geodetic Survey in June 1991..
 LF0878
 LF0878.The geoid height was determined by GEOID03.
 LF0878
 LF0878.The dynamic height is computed by dividing the NAVD 88
 LF0878.geopotential number by the normal gravity value computed on the
 LF0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0878.degrees latitude (g = 980.6199 gals.).
 LF0878
 LF0878.The modeled gravity was interpolated from observed gravity values.
 LF0878
 LF0878;                    North         East    Units  Estimated Accuracy
 LF0878;SPC IA S     -   102,930.      306,640.      MT  (+/- 180 meters Scaled)
 LF0878
 LF0878                          SUPERSEDED SURVEY CONTROL
 LF0878
 LF0878  NGVD 29 (??/??/92)  286.982  (m)          941.54   (f) ADJ UNCH    1 2
 LF0878
 LF0878.Superseded values are not recommended for survey control.
 LF0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0878.See file dsdata.txt to determine how the superseded data were derived.
 LF0878
 LF0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF645318(NAD 83)
 LF0878_MARKER: B = BOLT
 LF0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0878_SP_SET: STONE
 LF0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0878+STABILITY: SURFACE MOTION
 LF0878
 LF0878  HISTORY     - Date     Condition        Report By
 LF0878  HISTORY     - UNK      MONUMENTED       MORC
 LF0878  HISTORY     - 1947     GOOD             NGS
 LF0878  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF0878
 LF0878                          STATION DESCRIPTION
 LF0878
 LF0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0878'1.2 MI N FROM BARTLETT.
 LF0878'1.25 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0878'FROM THE STATION AT BARTLETT, 932.0 FEET NORTH OF THE CENTER
 LF0878'OF A PRIVATE ROAD CROSSING WHICH IS ON THE FREMONT-MILLS COUNTY
 LF0878'LINE, 391.0 FEET SOUTH OF THE CENTER OF ANOTHER PRIVATE ROAD
 LF0878'CROSSING, 72.0 FEET NORTH OF THE SEVENTH TELEPHONE POLE NORTH
 LF0878'OF THE FREMONT-MILLS COUNTY ROAD CROSSING, 60.0 FEET SOUTH OF THE
 LF0878'THIRD TELEPHONE POLE SOUTH OF ANOTHER PRIVATE ROAD CROSSING,
 LF0878'45.7 FEET EAST OF THE EAST RAIL OF THE TRACK, 2.0 FEET SOUTH OF
 LF0878'A REFERENCE POST, 1.5 FOOT WEST OF THE EAST RIGHT OF WAY FENCE,
 LF0878'A MISSOURI RIVER COMMISSION COPPER BOLT SET IN AN 18-INCH
 LF0878'SQUARE STONE 3.5 FEET UNDERGROUND AND SURMOUNTED BY A 4-INCH
 LF0878'IRON PIPE WHICH HAD A MISSOURI RIVER COMMISSION IRON CAP BOLTED
 LF0878'ON TOP OF IT (CAP HAS BEEN REMOVED) AND IS PROJECTING 0.5 FOOT.
 LF0878
 LF0878                          STATION RECOVERY (1989)
 LF0878
 LF0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0882 ***********************************************************************
 LF0882  DESIGNATION -  334 BOLT
 LF0882  PID         -  LF0882
 LF0882  STATE/COUNTY-  IA/MILLS
 LF0882  USGS QUAD   -  ROCK BLUFF (1984)
 LF0882
 LF0882                         *CURRENT SURVEY CONTROL
 LF0882  ___________________________________________________________________
 LF0882* NAD 83(1986)-  40 55 50.     (N)    095 48 02.     (W)     SCALED    
 LF0882* NAVD 88     -       287.762  (meters)     944.10   (feet)  ADJUSTED  
 LF0882  ___________________________________________________________________
 LF0882  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 LF0882  DYNAMIC HT  -         287.637 (meters)     943.69  (feet)  COMP
 LF0882  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 LF0882
 LF0882  VERT ORDER  -  FIRST     CLASS II
 LF0882
 LF0882.The horizontal coordinates were scaled from a topographic map and have
 LF0882.an estimated accuracy of +/- 6 seconds.
 LF0882
 LF0882.The orthometric height was determined by differential leveling
 LF0882.and adjusted by the National Geodetic Survey in June 1991..
 LF0882
 LF0882.The geoid height was determined by GEOID03.
 LF0882
 LF0882.The dynamic height is computed by dividing the NAVD 88
 LF0882.geopotential number by the normal gravity value computed on the
 LF0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0882.degrees latitude (g = 980.6199 gals.).
 LF0882
 LF0882.The modeled gravity was interpolated from observed gravity values.
 LF0882
 LF0882;                    North         East    Units  Estimated Accuracy
 LF0882;SPC IA S     -   105,900.      306,270.      MT  (+/- 180 meters Scaled)
 LF0882
 LF0882                          SUPERSEDED SURVEY CONTROL
 LF0882
 LF0882  NGVD 29 (??/??/92)  287.680  (m)          943.83   (f) ADJ UNCH    1 2
 LF0882
 LF0882.Superseded values are not recommended for survey control.
 LF0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0882.See file dsdata.txt to determine how the superseded data were derived.
 LF0882
 LF0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF642348(NAD 83)
 LF0882_MARKER: B = BOLT
 LF0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0882_SP_SET: STONE
 LF0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0882+STABILITY: SURFACE MOTION
 LF0882
 LF0882  HISTORY     - Date     Condition        Report By
 LF0882  HISTORY     - UNK      MONUMENTED       MORC
 LF0882  HISTORY     - 1947     GOOD             NGS
 LF0882  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF0882
 LF0882                          STATION DESCRIPTION
 LF0882
 LF0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0882'3.2 MI N FROM BARTLETT.
 LF0882'3.05 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0882'RAILROAD FROM THE STATION AT BARTLETT, THENCE 0.2 MILE WEST
 LF0882'ALONG AN EAST-WEST SECTION LINE FENCE WHICH FOLLOWS THE LINE
 LF0882'BETWEEN SECTIONS 21 AND 28, T.71 N. - R.43 W., 61.5 FEET EAST OF
 LF0882'MILLS COUNTY HIGHWAY G, 26.0 FEET EAST OF A FENCE CORNER POST
 LF0882'WHICH IS IN THE EAST RIGHT-OF-WAY FENCE, 3.0 FEET EAST OF A
 LF0882'REFERENCE POST, 1.7 FOOT NORTH OF AN EAST-WEST FENCE WHICH IS
 LF0882'BETWEEN SECTIONS 21 AND 28, T.71 N. - R.43 N., A MISSOURI RIVER
 LF0882'COMMISSION COPPER BOLT SET IN AN 18-INCH SQUARE STONE 3.4 FEET
 LF0882'UNDERGROUND AND SURMOUNTED BY A 4-INCH IRON PIPE 4 FEET LONG
 LF0882'WHICH HAS A MISSOURI RIVER COMMISSION IRON CAP BOLTED ON TOP OF
 LF0882'IT AND IS PROJECTING 0.6 FOOT.
 LF0882
 LF0882                          STATION RECOVERY (1989)
 LF0882
 LF0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0881 ***********************************************************************
 LF0881  DESIGNATION -  334=116/3 CAP
 LF0881  PID         -  LF0881
 LF0881  STATE/COUNTY-  IA/MILLS
 LF0881  USGS QUAD   -  ROCK BLUFF (1984)
 LF0881
 LF0881                         *CURRENT SURVEY CONTROL
 LF0881  ___________________________________________________________________
 LF0881* NAD 83(1986)-  40 55 51.     (N)    095 48 02.     (W)     SCALED    
 LF0881* NAVD 88     -       288.988  (meters)     948.12   (feet)  ADJUSTED  
 LF0881  ___________________________________________________________________
 LF0881  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 LF0881  DYNAMIC HT  -         288.863 (meters)     947.71  (feet)  COMP
 LF0881  MODELED GRAV-     980,182.5   (mgal)                       NAVD 88
 LF0881
 LF0881  VERT ORDER  -  FIRST     CLASS II
 LF0881
 LF0881.The horizontal coordinates were scaled from a topographic map and have
 LF0881.an estimated accuracy of +/- 6 seconds.
 LF0881
 LF0881.The orthometric height was determined by differential leveling
 LF0881.and adjusted by the National Geodetic Survey in June 1991..
 LF0881
 LF0881.The geoid height was determined by GEOID03.
 LF0881
 LF0881.The dynamic height is computed by dividing the NAVD 88
 LF0881.geopotential number by the normal gravity value computed on the
 LF0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0881.degrees latitude (g = 980.6199 gals.).
 LF0881
 LF0881.The modeled gravity was interpolated from observed gravity values.
 LF0881
 LF0881;                    North         East    Units  Estimated Accuracy
 LF0881;SPC IA S     -   105,930.      306,270.      MT  (+/- 180 meters Scaled)
 LF0881
 LF0881                          SUPERSEDED SURVEY CONTROL
 LF0881
 LF0881  NGVD 29 (??/??/92)  288.900  (m)          947.83   (f) ADJ UNCH    1 2
 LF0881
 LF0881.Superseded values are not recommended for survey control.
 LF0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0881.See file dsdata.txt to determine how the superseded data were derived.
 LF0881
 LF0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF642348(NAD 83)
 LF0881_MARKER: P = PIPE CAP
 LF0881_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0881_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0881
 LF0881  HISTORY     - Date     Condition        Report By
 LF0881  HISTORY     - UNK      MONUMENTED       MORC
 LF0881  HISTORY     - 1947     GOOD             NGS
 LF0881  HISTORY     - 1955     MARK NOT FOUND   USGS
 LF0881
 LF0881                          STATION DESCRIPTION
 LF0881
 LF0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0881'3.2 MI N FROM BARTLETT.
 LF0881'3.05 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0881'RAILROAD FROM THE STATION AT BARTLETT, THENCE 0.2 MILE WEST
 LF0881'ALONG AN EAST-WEST SECTION LINE FENCE WHICH IS BETWEEN SECTIONS
 LF0881'21 AND 28 - T.71 N. - R. 43W., 61.5 FEET EAST OF MILLS COUNTY
 LF0881'HIGHWAY G, 26.0 FEET EAST OF A FENCE CORNER POST WHICH IS IN THE
 LF0881'EAST RIGHT - OF - WAY FENCE, 3.0 FEET EAST OF A REFERENCE POST,
 LF0881'1.7 FOOT NORTH OF AN EAST-WEST FENCE WHICH IS BETWEEN SECTIONS
 LF0881'21 AND 28, T.71 N. - R.43W., A MISSOURI RIVER COMMISSION IRON CAP
 LF0881'BOLTED ON TOP OF A 4-INCH IRON PIPE, ABOUT 2 FEET BELOW THE
 LF0881'HIGHWAY AND PROJECTING 0.6 FOOT.
 LF0881
 LF0881                          STATION RECOVERY (1955)
 LF0881
 LF0881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LF0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0887 ***********************************************************************
 LF0887  DESIGNATION -  335 BOLT
 LF0887  PID         -  LF0887
 LF0887  STATE/COUNTY-  IA/MILLS
 LF0887  USGS QUAD   -  ROCK BLUFF (1984)
 LF0887
 LF0887                         *CURRENT SURVEY CONTROL
 LF0887  ___________________________________________________________________
 LF0887* NAD 83(1986)-  40 58 00.     (N)    095 47 56.     (W)     SCALED    
 LF0887* NAVD 88     -       288.943  (meters)     947.97   (feet)  ADJUSTED  
 LF0887  ___________________________________________________________________
 LF0887  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 LF0887  DYNAMIC HT  -         288.820 (meters)     947.57  (feet)  COMP
 LF0887  MODELED GRAV-     980,189.0   (mgal)                       NAVD 88
 LF0887
 LF0887  VERT ORDER  -  FIRST     CLASS II
 LF0887
 LF0887.The horizontal coordinates were scaled from a topographic map and have
 LF0887.an estimated accuracy of +/- 6 seconds.
 LF0887
 LF0887.The orthometric height was determined by differential leveling
 LF0887.and adjusted by the National Geodetic Survey in June 1991..
 LF0887
 LF0887.The geoid height was determined by GEOID03.
 LF0887
 LF0887.The dynamic height is computed by dividing the NAVD 88
 LF0887.geopotential number by the normal gravity value computed on the
 LF0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0887.degrees latitude (g = 980.6199 gals.).
 LF0887
 LF0887.The modeled gravity was interpolated from observed gravity values.
 LF0887
 LF0887;                    North         East    Units  Estimated Accuracy
 LF0887;SPC IA S     -   109,900.      306,520.      MT  (+/- 180 meters Scaled)
 LF0887
 LF0887                          SUPERSEDED SURVEY CONTROL
 LF0887
 LF0887  NGVD 29 (??/??/92)  288.858  (m)          947.70   (f) ADJ UNCH    1 2
 LF0887
 LF0887.Superseded values are not recommended for survey control.
 LF0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0887.See file dsdata.txt to determine how the superseded data were derived.
 LF0887
 LF0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF644388(NAD 83)
 LF0887_MARKER: B = BOLT
 LF0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0887_SP_SET: STONE
 LF0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0887+STABILITY: SURFACE MOTION
 LF0887
 LF0887  HISTORY     - Date     Condition        Report By
 LF0887  HISTORY     - UNK      MONUMENTED       MORC
 LF0887  HISTORY     - 1947     GOOD             NGS
 LF0887  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF0887
 LF0887                          STATION DESCRIPTION
 LF0887
 LF0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0887'3.5 MI S FROM PACIFIC JUNCTION.
 LF0887'3.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0887'FROM THE STATION AT PACIFIC JUNCTION, 0.2 MILE SOUTH OF A ROAD
 LF0887'CROSSING AND AT A PRIVATE ROAD CROSSING, 46.7 FEET WEST OF THE
 LF0887'CENTER LINE OF THE TRACK, 20.0 FEET SOUTHEAST OF THE SOUTHEAST
 LF0887'CORNER OF AN OLD CONCRETE FOUNDATION, 4.0 FEET SOUTHEAST OF THE
 LF0887'SOUTH END OF A GATE, 3.0 FEET EAST OF A FENCE, AND 2.0 FEET
 LF0887'NORTH OF A 4X4 MARKER POST, LEADED IN A STONE 18 INCHES SQUARE
 LF0887'AND SET 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN
 LF0887'IRON PIPE WHICH PROJECTS 18 INCHES ABOVE THE SURFACE OF THE
 LF0887'GROUND.  NOTE-- THE MISSOURI RIVER COMMISSION CAP WITH RAISED
 LF0887'PLUG IS MISSING FROM THIS MARK.
 LF0887
 LF0887                          STATION RECOVERY (1989)
 LF0887
 LF0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0876 ***********************************************************************
 MJ0876  DESIGNATION -  336 A=117/2 BOLT
 MJ0876  PID         -  MJ0876
 MJ0876  STATE/COUNTY-  IA/MILLS
 MJ0876  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0876
 MJ0876                         *CURRENT SURVEY CONTROL
 MJ0876  ___________________________________________________________________
 MJ0876* NAD 83(1986)-  41 00 05.     (N)    095 50 29.     (W)     SCALED    
 MJ0876* NAVD 88     -       290.247  (meters)     952.25   (feet)  ADJUSTED  
 MJ0876  ___________________________________________________________________
 MJ0876  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 MJ0876  DYNAMIC HT  -         290.125 (meters)     951.85  (feet)  COMP
 MJ0876  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 MJ0876
 MJ0876  VERT ORDER  -  SECOND    CLASS 0
 MJ0876
 MJ0876.The horizontal coordinates were scaled from a topographic map and have
 MJ0876.an estimated accuracy of +/- 6 seconds.
 MJ0876
 MJ0876.The orthometric height was determined by differential leveling
 MJ0876.and adjusted by the National Geodetic Survey in June 1991..
 MJ0876
 MJ0876.The geoid height was determined by GEOID03.
 MJ0876
 MJ0876.The dynamic height is computed by dividing the NAVD 88
 MJ0876.geopotential number by the normal gravity value computed on the
 MJ0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0876.degrees latitude (g = 980.6199 gals.).
 MJ0876
 MJ0876.The modeled gravity was interpolated from observed gravity values.
 MJ0876
 MJ0876;                    North         East    Units  Estimated Accuracy
 MJ0876;SPC IA S     -   113,850.      303,040.      MT  (+/- 180 meters Scaled)
 MJ0876
 MJ0876                          SUPERSEDED SURVEY CONTROL
 MJ0876
 MJ0876  NGVD 29 (??/??/92)  290.154  (m)          951.95   (f) ADJ UNCH    2 0
 MJ0876
 MJ0876.Superseded values are not recommended for survey control.
 MJ0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0876.See file dsdata.txt to determine how the superseded data were derived.
 MJ0876
 MJ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF610428(NAD 83)
 MJ0876_MARKER: B = BOLT
 MJ0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0876_SP_SET: STONE
 MJ0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0876+STABILITY: SURFACE MOTION
 MJ0876
 MJ0876  HISTORY     - Date     Condition        Report By
 MJ0876  HISTORY     - UNK      MONUMENTED       MORC
 MJ0876  HISTORY     - 1948     GOOD             NGS
 MJ0876
 MJ0876                          STATION DESCRIPTION
 MJ0876
 MJ0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0876'3.2 MI SW FROM PACIFIC JUNCTION.
 MJ0876'1 BLOCK WEST ALONG A GRAVELED STREET FROM THE PUBLIC SCHOOL AT
 MJ0876'PACIFIC JUNCTION, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD,
 MJ0876'THENCE 1.9 MILES WEST ALONG U.S. HIGHWAY 34, 212.0 FEET
 MJ0876'SOUTHEAST OF THE SOUTHEAST END OF THE HIGHWAY BRIDGE IN WHICH
 MJ0876'BENCH MARK K 127 1947 IS SET, 55.6 FEET NORTHWEST OF THE
 MJ0876'NORTHWEST CORNER OF THE HOME OF ROY LINCOLN, 51.0 FEET SOUTH OF
 MJ0876'THE CENTER LINE OF THE HIGHWAY, 17.0 FEET WEST OF THE CENTERLINE
 MJ0876'OF A PRIVATE DRIVE, THE TOP OF A COPPER BOLT LEADED IN AN
 MJ0876'18-INCH SQUARE STONE WHICH IS 4.0 FEET UNDERGROUND AND ACCESS
 MJ0876'TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER
 MJ0876'COMMISSION IRON CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0875 ***********************************************************************
 MJ0875  DESIGNATION -  336 A=117/2 CAP
 MJ0875  PID         -  MJ0875
 MJ0875  STATE/COUNTY-  IA/MILLS
 MJ0875  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0875
 MJ0875                         *CURRENT SURVEY CONTROL
 MJ0875  ___________________________________________________________________
 MJ0875* NAD 83(1986)-  41 00 05.     (N)    095 50 29.     (W)     SCALED    
 MJ0875* NAVD 88     -       291.487  (meters)     956.32   (feet)  ADJUSTED  
 MJ0875  ___________________________________________________________________
 MJ0875  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 MJ0875  DYNAMIC HT  -         291.365 (meters)     955.92  (feet)  COMP
 MJ0875  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 MJ0875
 MJ0875  VERT ORDER  -  SECOND    CLASS 0
 MJ0875
 MJ0875.The horizontal coordinates were scaled from a topographic map and have
 MJ0875.an estimated accuracy of +/- 6 seconds.
 MJ0875
 MJ0875.The orthometric height was determined by differential leveling
 MJ0875.and adjusted by the National Geodetic Survey in June 1991..
 MJ0875
 MJ0875.The geoid height was determined by GEOID03.
 MJ0875
 MJ0875.The dynamic height is computed by dividing the NAVD 88
 MJ0875.geopotential number by the normal gravity value computed on the
 MJ0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0875.degrees latitude (g = 980.6199 gals.).
 MJ0875
 MJ0875.The modeled gravity was interpolated from observed gravity values.
 MJ0875
 MJ0875;                    North         East    Units  Estimated Accuracy
 MJ0875;SPC IA S     -   113,850.      303,040.      MT  (+/- 180 meters Scaled)
 MJ0875
 MJ0875                          SUPERSEDED SURVEY CONTROL
 MJ0875
 MJ0875  NGVD 29 (??/??/92)  291.392  (m)          956.01   (f) ADJ UNCH    2 0
 MJ0875
 MJ0875.Superseded values are not recommended for survey control.
 MJ0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0875.See file dsdata.txt to determine how the superseded data were derived.
 MJ0875
 MJ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF610428(NAD 83)
 MJ0875_MARKER: P = PIPE CAP
 MJ0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0875+STABILITY: SURFACE MOTION
 MJ0875
 MJ0875  HISTORY     - Date     Condition        Report By
 MJ0875  HISTORY     - UNK      MONUMENTED       MORC
 MJ0875  HISTORY     - 1948     GOOD             NGS
 MJ0875
 MJ0875                          STATION DESCRIPTION
 MJ0875
 MJ0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0875'3.2 MI SW FROM PACIFIC JUNCTION.
 MJ0875'1 BLOCK WEST AND A GRAVELED STREET FROM THE PUBLIC SCHOOL AT
 MJ0875'PACIFIC JUNCTION, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD,
 MJ0875'THENCE 1.9 MILES WEST ALONG U.S. HIGHWAY 34, 212.0 FEET SOUTHEAST
 MJ0875'OF THE SOUTHEAST END OF THE HIGHWAY BRIDGE IN WHICH BENCH MARK
 MJ0875'K 127 1947 IS SET, 55.6 FEET NORTHWEST OF THE NORTHWEST CORNER
 MJ0875'OF THE HOME OF ROY LINCOLN, 51.0 FEET SOUTH OF THE CENTER LINE
 MJ0875'OF THE HIGHWAY, 17.0 FEET WEST OF THE CENTER LINE OF A PRIVATE
 MJ0875'DRIVE, AN IRON CAP BOLTED ON TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0584 ***********************************************************************
 MJ0584  DESIGNATION -  338 BOLT
 MJ0584  PID         -  MJ0584
 MJ0584  STATE/COUNTY-  IA/MILLS
 MJ0584  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0584
 MJ0584                         *CURRENT SURVEY CONTROL
 MJ0584  ___________________________________________________________________
 MJ0584* NAD 83(1986)-  41 03 35.     (N)    095 48 42.     (W)     SCALED    
 MJ0584* NAVD 88     -       292.077  (meters)     958.26   (feet)  ADJUSTED  
 MJ0584  ___________________________________________________________________
 MJ0584  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 MJ0584  DYNAMIC HT  -         291.955 (meters)     957.86  (feet)  COMP
 MJ0584  MODELED GRAV-     980,199.7   (mgal)                       NAVD 88
 MJ0584
 MJ0584  VERT ORDER  -  FIRST     CLASS II
 MJ0584
 MJ0584.The horizontal coordinates were scaled from a topographic map and have
 MJ0584.an estimated accuracy of +/- 6 seconds.
 MJ0584
 MJ0584.The orthometric height was determined by differential leveling
 MJ0584.and adjusted by the National Geodetic Survey in June 1991..
 MJ0584
 MJ0584.The geoid height was determined by GEOID03.
 MJ0584
 MJ0584.The dynamic height is computed by dividing the NAVD 88
 MJ0584.geopotential number by the normal gravity value computed on the
 MJ0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0584.degrees latitude (g = 980.6199 gals.).
 MJ0584
 MJ0584.The modeled gravity was interpolated from observed gravity values.
 MJ0584
 MJ0584;                    North         East    Units  Estimated Accuracy
 MJ0584;SPC IA S     -   120,260.      305,720.      MT  (+/- 180 meters Scaled)
 MJ0584
 MJ0584                          SUPERSEDED SURVEY CONTROL
 MJ0584
 MJ0584  NGVD 29 (??/??/92)  291.988  (m)          957.96   (f) ADJ UNCH    1 2
 MJ0584
 MJ0584.Superseded values are not recommended for survey control.
 MJ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0584.See file dsdata.txt to determine how the superseded data were derived.
 MJ0584
 MJ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF637491(NAD 83)
 MJ0584_MARKER: B = BOLT
 MJ0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0584_SP_SET: STONE
 MJ0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0584+STABILITY: SURFACE MOTION
 MJ0584
 MJ0584  HISTORY     - Date     Condition        Report By
 MJ0584  HISTORY     - UNK      MONUMENTED       MORC
 MJ0584  HISTORY     - 1948     GOOD             NGS
 MJ0584
 MJ0584                          STATION DESCRIPTION
 MJ0584
 MJ0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0584'3 MI N FROM PACIFIC JUNCTION.
 MJ0584'ABOUT 2-1/2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON, AND QUINCY
 MJ0584'RAILROAD FROM THE STATION AT FOLSOM, MILLS COUNTY, ABOUT 1270
 MJ0584'FEET NORTH OF MILEPOST 478, ON THE SECTION LINE BETWEEN
 MJ0584'SECTIONS 5 AND 8, T. 72 N., R. 43 W., 308 FEET WEST OF THE
 MJ0584'QUARTER-SECTION CORNER, 302 FEET SOUTH OF THE SOUTH CONCRETE
 MJ0584'GATE POST OF A PRIVATE-ROAD CROSSING, AND 46 FEET EAST OF THE
 MJ0584'CENTER-LINE OF THE TRACK.  THE TOP OF A COPPER BOLT LEADED IN A
 MJ0584'STONE 18 INCHES SQUARE AND SET ABOUT 4 FEET UNDER GROUND.
 MJ0584'NOTE-- MARK SHOULD BE REFERRED TO PACIFIC JUNCTION INSTEAD
 MJ0584'OF FOLSOM AS THE NEAREST TOWN AS FOLSOM IS VERY SMALL.  MARK
 MJ0584'WAS PREVIOUSLY REPORTED AS BEING 2.5 MILES SOUTH OF FOLSOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0583 ***********************************************************************
 MJ0583  DESIGNATION -  338 CAP
 MJ0583  PID         -  MJ0583
 MJ0583  STATE/COUNTY-  IA/MILLS
 MJ0583  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0583
 MJ0583                         *CURRENT SURVEY CONTROL
 MJ0583  ___________________________________________________________________
 MJ0583* NAD 83(1986)-  41 03 35.     (N)    095 48 42.     (W)     SCALED    
 MJ0583* NAVD 88     -       293.307  (meters)     962.29   (feet)  ADJUSTED  
 MJ0583  ___________________________________________________________________
 MJ0583  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 MJ0583  DYNAMIC HT  -         293.185 (meters)     961.89  (feet)  COMP
 MJ0583  MODELED GRAV-     980,199.7   (mgal)                       NAVD 88
 MJ0583
 MJ0583  VERT ORDER  -  FIRST     CLASS II
 MJ0583
 MJ0583.The horizontal coordinates were scaled from a topographic map and have
 MJ0583.an estimated accuracy of +/- 6 seconds.
 MJ0583
 MJ0583.The orthometric height was determined by differential leveling
 MJ0583.and adjusted by the National Geodetic Survey in June 1991..
 MJ0583
 MJ0583.The geoid height was determined by GEOID03.
 MJ0583
 MJ0583.The dynamic height is computed by dividing the NAVD 88
 MJ0583.geopotential number by the normal gravity value computed on the
 MJ0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0583.degrees latitude (g = 980.6199 gals.).
 MJ0583
 MJ0583.The modeled gravity was interpolated from observed gravity values.
 MJ0583
 MJ0583;                    North         East    Units  Estimated Accuracy
 MJ0583;SPC IA S     -   120,260.      305,720.      MT  (+/- 180 meters Scaled)
 MJ0583
 MJ0583                          SUPERSEDED SURVEY CONTROL
 MJ0583
 MJ0583  NGVD 29 (??/??/92)  293.217  (m)          962.00   (f) ADJ UNCH    1 2
 MJ0583
 MJ0583.Superseded values are not recommended for survey control.
 MJ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0583.See file dsdata.txt to determine how the superseded data were derived.
 MJ0583
 MJ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF637491(NAD 83)
 MJ0583_MARKER: P = PIPE CAP
 MJ0583_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0583_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0583
 MJ0583  HISTORY     - Date     Condition        Report By
 MJ0583  HISTORY     - UNK      MONUMENTED       MORC
 MJ0583  HISTORY     - 1948     GOOD             NGS
 MJ0583
 MJ0583                          STATION DESCRIPTION
 MJ0583
 MJ0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0583'2.5 MI S FROM FOLSOM.
 MJ0583'ABOUT 2 1/2 MILES SOUTH OF FOLSOM, MILLS COUNTY, ON THE
 MJ0583'CHICAGO, BURLINGTON AND QUINCY RAILROAD, ABOUT 1270 FEET NORTH
 MJ0583'OF MILE POST 478, ON THE SECTION LINE BETWEEN SECTIONS 5 AND 8,
 MJ0583'T. 72 N., R. 43 W., 308 FEET EAST OF THE QUARTER-SECTION CORNER,
 MJ0583'302 FEET SOUTH OF THE SOUTH CONCRETE GATE POST OF A PRIVATE
 MJ0583'CROSSING AND 46 FEET EAST OF THE CENTER LINE OF THE TRACK.
 MJ0583'THE TOP OF A COPPER BOLT LEADED IN A STONE AND SET ABOUT 4 FEET
 MJ0583'UNDERGROUND, ACCESS TO WHICH IS HAD THRU AN IRON PIPE BEARING
 MJ0583'A MISSOURI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0166 ***********************************************************************
 MH0166  DESIGNATION -  34
 MH0166  PID         -  MH0166
 MH0166  STATE/COUNTY-  IA/MARSHALL
 MH0166  USGS QUAD   -  GILMAN (1980)
 MH0166
 MH0166                         *CURRENT SURVEY CONTROL
 MH0166  ___________________________________________________________________
 MH0166* NAD 83(1986)-  41 56 05.     (N)    092 48 56.     (W)     SCALED    
 MH0166* NAVD 88     -       307.248  (meters)    1008.03   (feet)  ADJUSTED  
 MH0166  ___________________________________________________________________
 MH0166  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 MH0166  DYNAMIC HT  -         307.130 (meters)    1007.64  (feet)  COMP
 MH0166  MODELED GRAV-     980,229.2   (mgal)                       NAVD 88
 MH0166
 MH0166  VERT ORDER  -  SECOND    CLASS 0
 MH0166
 MH0166.The horizontal coordinates were scaled from a topographic map and have
 MH0166.an estimated accuracy of +/- 6 seconds.
 MH0166
 MH0166.The orthometric height was determined by differential leveling
 MH0166.and adjusted by the National Geodetic Survey in June 1991..
 MH0166
 MH0166.The geoid height was determined by GEOID03.
 MH0166
 MH0166.The dynamic height is computed by dividing the NAVD 88
 MH0166.geopotential number by the normal gravity value computed on the
 MH0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0166.degrees latitude (g = 980.6199 gals.).
 MH0166
 MH0166.The modeled gravity was interpolated from observed gravity values.
 MH0166
 MH0166;                    North         East    Units  Estimated Accuracy
 MH0166;SPC IA N     - 1,048,520.    1,556,770.      MT  (+/- 180 meters Scaled)
 MH0166
 MH0166                          SUPERSEDED SURVEY CONTROL
 MH0166
 MH0166  NGVD 29 (??/??/92)  307.227  (m)         1007.96   (f) ADJ UNCH    2 0
 MH0166
 MH0166.Superseded values are not recommended for survey control.
 MH0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0166.See file dsdata.txt to determine how the superseded data were derived.
 MH0166
 MH0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG152425(NAD 83)
 MH0166_MARKER: DD = SURVEY DISK
 MH0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0166_STAMPING: 34
 MH0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0166+STABILITY: SURFACE MOTION
 MH0166
 MH0166  HISTORY     - Date     Condition        Report By
 MH0166  HISTORY     - UNK      MONUMENTED       IAGS
 MH0166  HISTORY     - 1934     GOOD             NGS
 MH0166
 MH0166                          STATION DESCRIPTION
 MH0166
 MH0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0166'0.4 MI S FROM PICKERING.
 MH0166'0.4 MILE OR 14-1/2 POLES SOUTH ALONG THE MINNEAPOLIS AND ST.
 MH0166'LOUIS RAILROAD FROM THE STATION AT PICKERING, MARSHALL COUNTY,
 MH0166'AT A GRAIN ELEVATOR, AT A PUBLIC-ROAD CROSSING, 24 FEET SOUTH
 MH0166'OF THE CENTERLINE OF THE ROAD, 45 FEET WEST OF THE CENTERLINE
 MH0166'OF THE TRACK, 4 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER, AND
 MH0166'2 FEET HIGHER THAN THE RAIL.  A STATE SURVEY STANDARD DISK,
 MH0166'STAMPED 34 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0597 ***********************************************************************
 MJ0597  DESIGNATION -  341 BOLT
 MJ0597  PID         -  MJ0597
 MJ0597  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0597  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0597
 MJ0597                         *CURRENT SURVEY CONTROL
 MJ0597  ___________________________________________________________________
 MJ0597* NAD 83(1986)-  41 10 26.     (N)    095 48 49.     (W)     SCALED    
 MJ0597* NAVD 88     -       295.045  (meters)     967.99   (feet)  ADJUSTED  
 MJ0597  ___________________________________________________________________
 MJ0597  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 MJ0597  DYNAMIC HT  -         294.927 (meters)     967.61  (feet)  COMP
 MJ0597  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 MJ0597
 MJ0597  VERT ORDER  -  FIRST     CLASS II
 MJ0597
 MJ0597.The horizontal coordinates were scaled from a topographic map and have
 MJ0597.an estimated accuracy of +/- 6 seconds.
 MJ0597
 MJ0597.The orthometric height was determined by differential leveling
 MJ0597.and adjusted by the National Geodetic Survey in June 1991..
 MJ0597
 MJ0597.The geoid height was determined by GEOID03.
 MJ0597
 MJ0597.The dynamic height is computed by dividing the NAVD 88
 MJ0597.geopotential number by the normal gravity value computed on the
 MJ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0597.degrees latitude (g = 980.6199 gals.).
 MJ0597
 MJ0597.The modeled gravity was interpolated from observed gravity values.
 MJ0597
 MJ0597;                    North         East    Units  Estimated Accuracy
 MJ0597;SPC IA S     -   132,940.      305,890.      MT  (+/- 180 meters Scaled)
 MJ0597
 MJ0597                          SUPERSEDED SURVEY CONTROL
 MJ0597
 MJ0597  NGVD 29 (??/??/92)  294.948  (m)          967.68   (f) ADJ UNCH    1 2
 MJ0597
 MJ0597.Superseded values are not recommended for survey control.
 MJ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0597.See file dsdata.txt to determine how the superseded data were derived.
 MJ0597
 MJ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF639618(NAD 83)
 MJ0597_MARKER: B = BOLT
 MJ0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0597_SP_SET: STONE
 MJ0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0597+STABILITY: SURFACE MOTION
 MJ0597
 MJ0597  HISTORY     - Date     Condition        Report By
 MJ0597  HISTORY     - UNK      MONUMENTED       MORC
 MJ0597  HISTORY     - 1948     GOOD             NGS
 MJ0597  HISTORY     - 19890725 MARK NOT FOUND   NGS
 MJ0597
 MJ0597                          STATION DESCRIPTION
 MJ0597
 MJ0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0597'6 MI S FROM COUNCIL BLUFFS.
 MJ0597'6.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MJ0597'RAILROAD FROM THE STATION AT COUNCIL BLUFFS, AT RAILROAD MILEAGE
 MJ0597'486.2, AT THE ISLAND PARK SIDING, 169.0 FEET SOUTH OF THE
 MJ0597'CENTER LINE OF THE EAST-WEST ROAD WHICH CROSSES THE TRACKS,
 MJ0597'114.9 FEET SOUTH SOUTHEAST OF THE ISLAND PARK SIGN BOARD,
 MJ0597'44.0 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 2.0 FEET
 MJ0597'WEST OF THE EAST RIGHT-OF-WAY FENCE, 0.9 FOOT NORTH OF A 4 X 4
 MJ0597'REFERENCE POST, A MISSOURI RIVER COMMISSION COPPER BOLT LEADED
 MJ0597'IN A STONE 18-INCHES SQUARE SET ABOUT 4.0 FEET UNDERGROUND.
 MJ0597
 MJ0597                          STATION RECOVERY (1989)
 MJ0597
 MJ0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0596 ***********************************************************************
 MJ0596  DESIGNATION -  341 CAP
 MJ0596  PID         -  MJ0596
 MJ0596  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0596  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0596
 MJ0596                         *CURRENT SURVEY CONTROL
 MJ0596  ___________________________________________________________________
 MJ0596* NAD 83(1986)-  41 10 27.     (N)    095 48 49.     (W)     SCALED    
 MJ0596* NAVD 88     -       296.277  (meters)     972.04   (feet)  ADJUSTED  
 MJ0596  ___________________________________________________________________
 MJ0596  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 MJ0596  DYNAMIC HT  -         296.158 (meters)     971.64  (feet)  COMP
 MJ0596  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 MJ0596
 MJ0596  VERT ORDER  -  FIRST     CLASS II
 MJ0596
 MJ0596.The horizontal coordinates were scaled from a topographic map and have
 MJ0596.an estimated accuracy of +/- 6 seconds.
 MJ0596
 MJ0596.The orthometric height was determined by differential leveling
 MJ0596.and adjusted by the National Geodetic Survey in June 1991..
 MJ0596
 MJ0596.The geoid height was determined by GEOID03.
 MJ0596
 MJ0596.The dynamic height is computed by dividing the NAVD 88
 MJ0596.geopotential number by the normal gravity value computed on the
 MJ0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0596.degrees latitude (g = 980.6199 gals.).
 MJ0596
 MJ0596.The modeled gravity was interpolated from observed gravity values.
 MJ0596
 MJ0596;                    North         East    Units  Estimated Accuracy
 MJ0596;SPC IA S     -   132,970.      305,890.      MT  (+/- 180 meters Scaled)
 MJ0596
 MJ0596                          SUPERSEDED SURVEY CONTROL
 MJ0596
 MJ0596  NGVD 29 (??/??/92)  296.179  (m)          971.71   (f) ADJ UNCH    1 2
 MJ0596
 MJ0596.Superseded values are not recommended for survey control.
 MJ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0596.See file dsdata.txt to determine how the superseded data were derived.
 MJ0596
 MJ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF639619(NAD 83)
 MJ0596_MARKER: P = PIPE CAP
 MJ0596_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0596_SP_SET: METAL PIPE IMBEDDED IN GROUND
 MJ0596_MARK LOGO: MORC  
 MJ0596_PROJECTION: PROJECTING 5 CENTIMETERS
 MJ0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0596+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1989
 MJ0596_ROD/PIPE-DEPTH: 1.3  meters
 MJ0596
 MJ0596  HISTORY     - Date     Condition        Report By
 MJ0596  HISTORY     - UNK      MONUMENTED       MORC
 MJ0596  HISTORY     - 1948     GOOD             NGS
 MJ0596  HISTORY     - 19890813 GOOD             NGS
 MJ0596
 MJ0596                          STATION DESCRIPTION
 MJ0596
 MJ0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0596'6 MI S FROM COUNCIL BLUFFS.
 MJ0596'6.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0596'FROM THE STATION AT COUNCIL BLUFFS, AT RAILROAD MILEAGE 486.2,
 MJ0596'AT THE ISLAND PARK SIDING, 169.0 FEET SOUTH OF THE CENTER LINE
 MJ0596'OF THE EAST-WEST ROAD WHICH CROSSES THE TRACKS, 114.9 FEET
 MJ0596'SOUTH SOUTHEAST OF THE ISLAND PARK SIGN BOARD, 44.0 FEET EAST
 MJ0596'OF THE EAST RAIL OF THE MAIN TRACK, 2.0 FEET WEST OF THE EAST
 MJ0596'RIGHT-OF-WAY FENCE, 0.9 FOOT NORTH OF A 4 X 4 REFERENCE POST,
 MJ0596'A MISSOURI RIVER COMMISSION CAP BOLTED ON THE TOP OF AN IRON
 MJ0596'PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 MJ0596
 MJ0596                          STATION RECOVERY (1989)
 MJ0596
 MJ0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0596'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.5 KM
 MJ0596'(5.30 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 MJ0596'JUNCTION OF 16TH AVENUE IN COUNCIL BLUFFS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0605 ***********************************************************************
 MJ0605  DESIGNATION -  342 BOLT
 MJ0605  PID         -  MJ0605
 MJ0605  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0605  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0605
 MJ0605                         *CURRENT SURVEY CONTROL
 MJ0605  ___________________________________________________________________
 MJ0605* NAD 83(1986)-  41 12 29.     (N)    095 49 32.     (W)     SCALED    
 MJ0605* NAVD 88     -       295.823  (meters)     970.55   (feet)  ADJUSTED  
 MJ0605  ___________________________________________________________________
 MJ0605  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 MJ0605  DYNAMIC HT  -         295.703 (meters)     970.15  (feet)  COMP
 MJ0605  MODELED GRAV-     980,210.0   (mgal)                       NAVD 88
 MJ0605
 MJ0605  VERT ORDER  -  FIRST     CLASS II
 MJ0605
 MJ0605.The horizontal coordinates were scaled from a topographic map and have
 MJ0605.an estimated accuracy of +/- 6 seconds.
 MJ0605
 MJ0605.The orthometric height was determined by differential leveling
 MJ0605.and adjusted by the National Geodetic Survey in June 1991..
 MJ0605
 MJ0605.The geoid height was determined by GEOID03.
 MJ0605
 MJ0605.The dynamic height is computed by dividing the NAVD 88
 MJ0605.geopotential number by the normal gravity value computed on the
 MJ0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0605.degrees latitude (g = 980.6199 gals.).
 MJ0605
 MJ0605.The modeled gravity was interpolated from observed gravity values.
 MJ0605
 MJ0605;                    North         East    Units  Estimated Accuracy
 MJ0605;SPC IA S     -   136,760.      304,990.      MT  (+/- 180 meters Scaled)
 MJ0605
 MJ0605                          SUPERSEDED SURVEY CONTROL
 MJ0605
 MJ0605  NGVD 29 (??/??/92)  295.718  (m)          970.20   (f) ADJ UNCH    1 2
 MJ0605
 MJ0605.Superseded values are not recommended for survey control.
 MJ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0605.See file dsdata.txt to determine how the superseded data were derived.
 MJ0605
 MJ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF631657(NAD 83)
 MJ0605_MARKER: B = BOLT
 MJ0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0605_SP_SET: STONE
 MJ0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0605+STABILITY: SURFACE MOTION
 MJ0605
 MJ0605  HISTORY     - Date     Condition        Report By
 MJ0605  HISTORY     - UNK      MONUMENTED       MORC
 MJ0605  HISTORY     - 1948     GOOD             NGS
 MJ0605
 MJ0605                          STATION DESCRIPTION
 MJ0605
 MJ0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0605'3.4 MI S FROM COUNCIL BLUFFS.
 MJ0605'3.4 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0605'FROM THE STATION AT COUNCIL BLUFFS, AT RAILROAD MILEAGE 488.80,
 MJ0605'82.5 FEET SOUTHEAST OF THE 6TH POLE SOUTHEAST OF STEEL RAILROAD
 MJ0605'BRIDGE NO. 488.90, 47.2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 MJ0605'31.6 FEET NORTH NORTHWEST OF THE 7TH POLE SOUTHEAST OF STEEL
 MJ0605'RAILROAD BRIDGE NO. 488.90, 1.4 FEET NORTHEAST OF THE NORTHEAST
 MJ0605'RIGHT-OF-WAY FENCE, 1.4 FEET NORTHEAST OF A 4 X 4 REFERENCE
 MJ0605'POST, A COPPER BOLT LEADED IN A STONE 18-INCHES SQUARE SET ABOUT
 MJ0605'4.0 FEET UNDERGROUND.  BRIDGE NO. 488.90 IS OVER MOSQUITO
 MJ0605'CREEK DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0604 ***********************************************************************
 MJ0604  DESIGNATION -  342 CAP
 MJ0604  PID         -  MJ0604
 MJ0604  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0604  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0604
 MJ0604                         *CURRENT SURVEY CONTROL
 MJ0604  ___________________________________________________________________
 MJ0604* NAD 83(1986)-  41 12 29.     (N)    095 49 32.     (W)     SCALED    
 MJ0604* NAVD 88     -       297.048  (meters)     974.57   (feet)  ADJUSTED  
 MJ0604  ___________________________________________________________________
 MJ0604  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 MJ0604  DYNAMIC HT  -         296.928 (meters)     974.17  (feet)  COMP
 MJ0604  MODELED GRAV-     980,210.0   (mgal)                       NAVD 88
 MJ0604
 MJ0604  VERT ORDER  -  FIRST     CLASS II
 MJ0604
 MJ0604.The horizontal coordinates were scaled from a topographic map and have
 MJ0604.an estimated accuracy of +/- 6 seconds.
 MJ0604
 MJ0604.The orthometric height was determined by differential leveling
 MJ0604.and adjusted by the National Geodetic Survey in June 1991..
 MJ0604
 MJ0604.The geoid height was determined by GEOID03.
 MJ0604
 MJ0604.The dynamic height is computed by dividing the NAVD 88
 MJ0604.geopotential number by the normal gravity value computed on the
 MJ0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0604.degrees latitude (g = 980.6199 gals.).
 MJ0604
 MJ0604.The modeled gravity was interpolated from observed gravity values.
 MJ0604
 MJ0604;                    North         East    Units  Estimated Accuracy
 MJ0604;SPC IA S     -   136,760.      304,990.      MT  (+/- 180 meters Scaled)
 MJ0604
 MJ0604                          SUPERSEDED SURVEY CONTROL
 MJ0604
 MJ0604  NGVD 29 (??/??/92)  296.959  (m)          974.27   (f) ADJ UNCH    1 2
 MJ0604
 MJ0604.Superseded values are not recommended for survey control.
 MJ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0604.See file dsdata.txt to determine how the superseded data were derived.
 MJ0604
 MJ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF631657(NAD 83)
 MJ0604_MARKER: P = PIPE CAP
 MJ0604_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0604_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0604
 MJ0604  HISTORY     - Date     Condition        Report By
 MJ0604  HISTORY     - UNK      MONUMENTED       MORC
 MJ0604  HISTORY     - 1948     GOOD             NGS
 MJ0604
 MJ0604                          STATION DESCRIPTION
 MJ0604
 MJ0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0604'3.4 MI S FROM COUNCIL BLUFFS.
 MJ0604'3.4 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0604'FROM THE STATION AT COUNCIL BLUFFS, AT RAILROAD MILEAGE 488.80,
 MJ0604'82.5 FEET SOUTHEAST OF THE 6TH POLE SOUTHEAST OF STEEL BRIDGE
 MJ0604'NO. 488.90, 47.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 31.6
 MJ0604'FEET NORTH NORTHWEST OF THE 7TH POLE SOUTHEAST OF STEEL BRIDGE
 MJ0604'NO. 488.90, 1.4 FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY
 MJ0604'FENCE, 1.4 FEET NORTHEAST OF A 4 X 4 REFERENCE POST, A MISSOURI
 MJ0604'RIVER COMMISSION CAP BOLTED ON AN IRON PIPE WHICH IS FLUSH WITH
 MJ0604'THE GROUND.  BRIDGE NO. 488.90 IS OVER MOSQUITO CREEK DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0616 ***********************************************************************
 MJ0616  DESIGNATION -  347 BOLT
 MJ0616  PID         -  MJ0616
 MJ0616  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0616  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0616
 MJ0616                         *CURRENT SURVEY CONTROL
 MJ0616  ___________________________________________________________________
 MJ0616* NAD 83(1986)-  41 15 03.     (N)    095 52 30.     (W)     SCALED    
 MJ0616* NAVD 88     -       300.783  (meters)     986.82   (feet)  ADJUSTED  
 MJ0616  ___________________________________________________________________
 MJ0616  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 MJ0616  DYNAMIC HT  -         300.660 (meters)     986.42  (feet)  COMP
 MJ0616  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 MJ0616
 MJ0616  VERT ORDER  -  FIRST     CLASS II
 MJ0616
 MJ0616.The horizontal coordinates were scaled from a topographic map and have
 MJ0616.an estimated accuracy of +/- 6 seconds.
 MJ0616
 MJ0616.The orthometric height was determined by differential leveling
 MJ0616.and adjusted by the National Geodetic Survey in June 1991..
 MJ0616
 MJ0616.The geoid height was determined by GEOID03.
 MJ0616
 MJ0616.The dynamic height is computed by dividing the NAVD 88
 MJ0616.geopotential number by the normal gravity value computed on the
 MJ0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0616.degrees latitude (g = 980.6199 gals.).
 MJ0616
 MJ0616.The modeled gravity was interpolated from observed gravity values.
 MJ0616
 MJ0616;                    North         East    Units  Estimated Accuracy
 MJ0616;SPC IA S     -   141,620.      300,970.      MT  (+/- 180 meters Scaled)
 MJ0616
 MJ0616                          SUPERSEDED SURVEY CONTROL
 MJ0616
 MJ0616  NGVD 29 (??/??/92)  300.669  (m)          986.44   (f) ADJ UNCH    1 2
 MJ0616
 MJ0616.Superseded values are not recommended for survey control.
 MJ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0616.See file dsdata.txt to determine how the superseded data were derived.
 MJ0616
 MJ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF591705(NAD 83)
 MJ0616_MARKER: B = BOLT
 MJ0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0616_SP_SET: STONE
 MJ0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0616+STABILITY: SURFACE MOTION
 MJ0616
 MJ0616  HISTORY     - Date     Condition        Report By
 MJ0616  HISTORY     - UNK      MONUMENTED       DOD
 MJ0616  HISTORY     - 1948     GOOD             NGS
 MJ0616  HISTORY     - 19890728 MARK NOT FOUND   NGS
 MJ0616
 MJ0616                          STATION DESCRIPTION
 MJ0616
 MJ0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0616'AT COUNCIL BLUFFS.
 MJ0616'AT COUNCIL BLUFFS, POTTAWATTAMIE COUNTY, AT THE UNION PACIFIC
 MJ0616'RAILROAD TRANSFER STATION AT THE SOUTH END OF 21ST STREET, AT
 MJ0616'THE THIRD WINDOW WEST OF THE NORTHEAST CORNER, IN THE SILL,
 MJ0616'0.39 FOOT FROM THE EAST JAMB, AND 0.33 FOOT FROM THE FACE OF
 MJ0616'THE SILL.  THE TOP OF A COPPER BOLT LEADED VERTICALLY IN THE
 MJ0616'STONE.
 MJ0616
 MJ0616                          STATION RECOVERY (1989)
 MJ0616
 MJ0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0618 ***********************************************************************
 MJ0618  DESIGNATION -  348 BOLT
 MJ0618  PID         -  MJ0618
 MJ0618  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0618  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0618
 MJ0618                         *CURRENT SURVEY CONTROL
 MJ0618  ___________________________________________________________________
 MJ0618* NAD 83(1986)-  41 15 25.     (N)    095 51 06.     (W)     SCALED    
 MJ0618* NAVD 88     -       301.922  (meters)     990.56   (feet)  ADJUSTED  
 MJ0618  ___________________________________________________________________
 MJ0618  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ0618  DYNAMIC HT  -         301.798 (meters)     990.15  (feet)  COMP
 MJ0618  MODELED GRAV-     980,205.5   (mgal)                       NAVD 88
 MJ0618
 MJ0618  VERT ORDER  -  FIRST     CLASS II
 MJ0618
 MJ0618.The horizontal coordinates were scaled from a topographic map and have
 MJ0618.an estimated accuracy of +/- 6 seconds.
 MJ0618
 MJ0618.The orthometric height was determined by differential leveling
 MJ0618.and adjusted by the National Geodetic Survey in June 1991..
 MJ0618
 MJ0618.The geoid height was determined by GEOID03.
 MJ0618
 MJ0618.The dynamic height is computed by dividing the NAVD 88
 MJ0618.geopotential number by the normal gravity value computed on the
 MJ0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0618.degrees latitude (g = 980.6199 gals.).
 MJ0618
 MJ0618.The modeled gravity was interpolated from observed gravity values.
 MJ0618
 MJ0618;                    North         East    Units  Estimated Accuracy
 MJ0618;SPC IA S     -   142,250.      302,950.      MT  (+/- 180 meters Scaled)
 MJ0618
 MJ0618                          SUPERSEDED SURVEY CONTROL
 MJ0618
 MJ0618  NGVD 29 (??/??/92)  301.808  (m)          990.18   (f) ADJ UNCH    1 2
 MJ0618
 MJ0618.Superseded values are not recommended for survey control.
 MJ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0618.See file dsdata.txt to determine how the superseded data were derived.
 MJ0618
 MJ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF610712(NAD 83)
 MJ0618_MARKER: B = BOLT
 MJ0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0618_SP_SET: STONE
 MJ0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0618+STABILITY: SURFACE MOTION
 MJ0618
 MJ0618  HISTORY     - Date     Condition        Report By
 MJ0618  HISTORY     - UNK      MONUMENTED       MORC
 MJ0618  HISTORY     - 1948     GOOD             NGS
 MJ0618  HISTORY     - 19890725 MARK NOT FOUND   NGS
 MJ0618
 MJ0618                          STATION DESCRIPTION
 MJ0618
 MJ0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0618'AT COUNCIL BLUFFS.
 MJ0618'AT COUNCIL BLUFFS, POTTAWATTAMIE COUNTY, AT THE SOUTHWEST CORNER
 MJ0618'OF THE COURTHOUSE YARD, AND 3 FEET FROM EITHER FENCE.  THE TOP
 MJ0618'OF A COPPER BOLT LEADED VERTICALLY IN A STONE 18 INCHES SQUARE
 MJ0618'AND SET ABOUT 4 FEET UNDER GROUND.
 MJ0618
 MJ0618                          STATION RECOVERY (1989)
 MJ0618
 MJ0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0617 ***********************************************************************
 MJ0617  DESIGNATION -  348 CAP
 MJ0617  PID         -  MJ0617
 MJ0617  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0617  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0617
 MJ0617                         *CURRENT SURVEY CONTROL
 MJ0617  ___________________________________________________________________
 MJ0617* NAD 83(1986)-  41 15 25.     (N)    095 51 06.     (W)     SCALED    
 MJ0617* NAVD 88     -       303.146  (meters)     994.57   (feet)  ADJUSTED  
 MJ0617  ___________________________________________________________________
 MJ0617  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ0617  DYNAMIC HT  -         303.021 (meters)     994.16  (feet)  COMP
 MJ0617  MODELED GRAV-     980,205.5   (mgal)                       NAVD 88
 MJ0617
 MJ0617  VERT ORDER  -  FIRST     CLASS II
 MJ0617
 MJ0617.The horizontal coordinates were scaled from a topographic map and have
 MJ0617.an estimated accuracy of +/- 6 seconds.
 MJ0617
 MJ0617.The orthometric height was determined by differential leveling
 MJ0617.and adjusted by the National Geodetic Survey in June 1991..
 MJ0617
 MJ0617.The geoid height was determined by GEOID03.
 MJ0617
 MJ0617.The dynamic height is computed by dividing the NAVD 88
 MJ0617.geopotential number by the normal gravity value computed on the
 MJ0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0617.degrees latitude (g = 980.6199 gals.).
 MJ0617
 MJ0617.The modeled gravity was interpolated from observed gravity values.
 MJ0617
 MJ0617;                    North         East    Units  Estimated Accuracy
 MJ0617;SPC IA S     -   142,250.      302,950.      MT  (+/- 180 meters Scaled)
 MJ0617
 MJ0617                          SUPERSEDED SURVEY CONTROL
 MJ0617
 MJ0617  NGVD 29 (??/??/92)  303.037  (m)          994.21   (f) ADJ UNCH    1 2
 MJ0617
 MJ0617.Superseded values are not recommended for survey control.
 MJ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0617.See file dsdata.txt to determine how the superseded data were derived.
 MJ0617
 MJ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF610712(NAD 83)
 MJ0617_MARKER: P = PIPE CAP
 MJ0617_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0617_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0617
 MJ0617  HISTORY     - Date     Condition        Report By
 MJ0617  HISTORY     - UNK      MONUMENTED       MORC
 MJ0617  HISTORY     - 1948     GOOD             NGS
 MJ0617  HISTORY     - 19890725 MARK NOT FOUND   NGS
 MJ0617
 MJ0617                          STATION DESCRIPTION
 MJ0617
 MJ0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0617'AT COUNCIL BLUFFS.
 MJ0617'AT COUNCIL BLUFFS, POTTAWATTAMIE COUNTY, AT THE SOUTHWEST CORNER
 MJ0617'OF THE COURTHOUSE YARD, AND 3 FEET FROM EITHER FENCE.  THE TOP
 MJ0617'OF A COPPER BOLT LEADED VERTICALLY IN A STONE 18 INCHES SQUARE
 MJ0617'AND SET 4 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH
 MJ0617'AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
 MJ0617
 MJ0617                          STATION RECOVERY (1989)
 MJ0617
 MJ0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0252 ***********************************************************************
 NK0252  DESIGNATION -  35 138
 NK0252  PID         -  NK0252
 NK0252  STATE/COUNTY-  IA/FRANKLIN
 NK0252  USGS QUAD   -  IOWA FALLS EAST (1979)
 NK0252
 NK0252                         *CURRENT SURVEY CONTROL
 NK0252  ___________________________________________________________________
 NK0252* NAD 83(1986)-  42 33 36.     (N)    093 12 14.     (W)     SCALED    
 NK0252* NAVD 88     -       354.284  (meters)    1162.35   (feet)  ADJUSTED  
 NK0252  ___________________________________________________________________
 NK0252  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 NK0252  DYNAMIC HT  -         354.155 (meters)    1161.92  (feet)  COMP
 NK0252  MODELED GRAV-     980,248.3   (mgal)                       NAVD 88
 NK0252
 NK0252  VERT ORDER  -  FIRST     CLASS II
 NK0252
 NK0252.The horizontal coordinates were scaled from a topographic map and have
 NK0252.an estimated accuracy of +/- 6 seconds.
 NK0252
 NK0252.The orthometric height was determined by differential leveling
 NK0252.and adjusted by the National Geodetic Survey in June 1991..
 NK0252
 NK0252.The geoid height was determined by GEOID03.
 NK0252
 NK0252.The dynamic height is computed by dividing the NAVD 88
 NK0252.geopotential number by the normal gravity value computed on the
 NK0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0252.degrees latitude (g = 980.6199 gals.).
 NK0252
 NK0252.The modeled gravity was interpolated from observed gravity values.
 NK0252
 NK0252;                    North         East    Units  Estimated Accuracy
 NK0252;SPC IA N     - 1,117,780.    1,524,320.      MT  (+/- 180 meters Scaled)
 NK0252
 NK0252                          SUPERSEDED SURVEY CONTROL
 NK0252
 NK0252  NGVD 29 (??/??/92)  354.261  (m)         1162.27   (f) ADJ UNCH    1 2
 NK0252
 NK0252.Superseded values are not recommended for survey control.
 NK0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0252.See file dsdata.txt to determine how the superseded data were derived.
 NK0252
 NK0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH832119(NAD 83)
 NK0252_MARKER: DD = SURVEY DISK
 NK0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0252_STAMPING: 35-138
 NK0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0252+STABILITY: SURFACE MOTION
 NK0252
 NK0252  HISTORY     - Date     Condition        Report By
 NK0252  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0252  HISTORY     - 1934     GOOD             IAGS
 NK0252
 NK0252                          STATION DESCRIPTION
 NK0252
 NK0252'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0252'5.6 MI NE FROM IOWA FALLS.
 NK0252'IN FRANKLIN COUNTY, 5.6 MILES NORTH AND EAST ALONG U.S. HIGHWAY
 NK0252'65 FROM THE INTERSECTION OF UNION AND RIVER STREETS AT IOWA
 NK0252'FALLS, HARDIN COUNTY, 0.2 MILE NORTH OF THE JUNCTION OF U.S.
 NK0252'HIGHWAY 20, IN SEC. 33, T. 90 N., R. 20 W., 69.7 FEET SOUTH
 NK0252'OF A SPIKE IN THE EAST SIDE OF THE BASE OF THE SOUTH POST OF
 NK0252'A GATE AT A FARM ENTRANCE TO A BARN WEST OF THE HIGHWAY, 6 FEET
 NK0252'SOUTH OF THE LINE OF THE NORTH SIDE OF A HOUSE WEST OF THE
 NK0252'HIGHWAY, 6 FEET SOUTH OF THE LINE OF THE NORTH SIDE OF A HOUSE
 NK0252'WEST OF THE HIGHWAY, 19.8 FEET WEST OF THE CENTERLINE OF THE
 NK0252'HIGHWAY AT STATION 11+48, IN THE WEST DITCH, AND 8.4 FEET EAST
 NK0252'OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK STAMPED
 NK0252'35-138 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 NK0252'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0250 ***********************************************************************
 NK0250  DESIGNATION -  35 139
 NK0250  PID         -  NK0250
 NK0250  STATE/COUNTY-  IA/FRANKLIN
 NK0250  USGS QUAD   -  IOWA FALLS EAST (1979)
 NK0250
 NK0250                         *CURRENT SURVEY CONTROL
 NK0250  ___________________________________________________________________
 NK0250* NAD 83(1986)-  42 34 15.     (N)    093 12 15.     (W)     SCALED    
 NK0250* NAVD 88     -       352.911  (meters)    1157.84   (feet)  ADJUSTED  
 NK0250  ___________________________________________________________________
 NK0250  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 NK0250  DYNAMIC HT  -         352.784 (meters)    1157.43  (feet)  COMP
 NK0250  MODELED GRAV-     980,251.1   (mgal)                       NAVD 88
 NK0250
 NK0250  VERT ORDER  -  FIRST     CLASS II
 NK0250
 NK0250.The horizontal coordinates were scaled from a topographic map and have
 NK0250.an estimated accuracy of +/- 6 seconds.
 NK0250
 NK0250.The orthometric height was determined by differential leveling
 NK0250.and adjusted by the National Geodetic Survey in June 1991..
 NK0250
 NK0250.The geoid height was determined by GEOID03.
 NK0250
 NK0250.The dynamic height is computed by dividing the NAVD 88
 NK0250.geopotential number by the normal gravity value computed on the
 NK0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0250.degrees latitude (g = 980.6199 gals.).
 NK0250
 NK0250.The modeled gravity was interpolated from observed gravity values.
 NK0250
 NK0250;                    North         East    Units  Estimated Accuracy
 NK0250;SPC IA N     - 1,118,990.    1,524,290.      MT  (+/- 180 meters Scaled)
 NK0250
 NK0250                          SUPERSEDED SURVEY CONTROL
 NK0250
 NK0250  NGVD 29 (??/??/92)  352.888  (m)         1157.77   (f) ADJ UNCH    1 2
 NK0250
 NK0250.Superseded values are not recommended for survey control.
 NK0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0250.See file dsdata.txt to determine how the superseded data were derived.
 NK0250
 NK0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH832131(NAD 83)
 NK0250_MARKER: DD = SURVEY DISK
 NK0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0250+STABILITY: SURFACE MOTION
 NK0250
 NK0250  HISTORY     - Date     Condition        Report By
 NK0250  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0250  HISTORY     - 1934     GOOD             IAGS
 NK0250
 NK0250                          STATION DESCRIPTION
 NK0250
 NK0250'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0250'4.2 MI NE FROM IOWA FALLS.
 NK0250'2 MI E. 2 1/4 MI N., SEC. 33 T90N R20W, AT TOE OF W. DITCH
 NK0250'SLOPE 54.7 FT E. OF W. RIGHT OF WAY FENCE, 0.9 MI N. OF CROSS
 NK0250'ROAD 65 AND S. LINE OF FRANKLIN CO.  18.5 FT W. OF CL PVMT.
 NK0250'STA 49 + 45.5 FT, 52.4 FT NW STA. MARK 49, 74.7 FT N. OF LINE
 NK0250'ALONG N. SIDE OF HOUSE ON E., 184.3 FT S. OF STEEL RAIL RIGHT
 NK0250'OF WAY MARKER, 33 FT W. OF CL PVMT BY SE COR. POST OF SCHOOL
 NK0250'YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0251 ***********************************************************************
 NK0251  DESIGNATION -  35 139 RESET
 NK0251  PID         -  NK0251
 NK0251  STATE/COUNTY-  IA/FRANKLIN
 NK0251  USGS QUAD   -  IOWA FALLS EAST (1979)
 NK0251
 NK0251                         *CURRENT SURVEY CONTROL
 NK0251  ___________________________________________________________________
 NK0251* NAD 83(1986)-  42 34 16.     (N)    093 12 15.     (W)     SCALED    
 NK0251* NAVD 88     -       352.57   (+/-2cm)    1156.7    (feet)  VERTCON   
 NK0251  ___________________________________________________________________
 NK0251  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 NK0251
 NK0251  VERT ORDER  -  ? (See Below)
 NK0251
 NK0251.The horizontal coordinates were scaled from a topographic map and have
 NK0251.an estimated accuracy of +/- 6 seconds.
 NK0251
 NK0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0251.The vertical order pertains to the NGVD 29 superseded value.
 NK0251
 NK0251.The geoid height was determined by GEOID03.
 NK0251
 NK0251;                    North         East    Units  Estimated Accuracy
 NK0251;SPC IA N     - 1,119,020.    1,524,290.      MT  (+/- 180 meters Scaled)
 NK0251
 NK0251                          SUPERSEDED SURVEY CONTROL
 NK0251
 NK0251  NGVD 29 (??/??/92)  352.551  (m)         1156.66   (f) ADJ UNCH    ?  
 NK0251
 NK0251.Superseded values are not recommended for survey control.
 NK0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0251.See file dsdata.txt to determine how the superseded data were derived.
 NK0251
 NK0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH832132(NAD 83)
 NK0251_MARKER: DD = SURVEY DISK
 NK0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0251_STAMPING: 35-139 RESET
 NK0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0251+STABILITY: SURFACE MOTION
 NK0251
 NK0251  HISTORY     - Date     Condition        Report By
 NK0251  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0251  HISTORY     - 1938     GOOD             IAGS
 NK0251
 NK0251                          STATION DESCRIPTION
 NK0251
 NK0251'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1938
 NK0251'6.4 MI NE FROM IOWA FALLS.
 NK0251'IN FRANKLIN COUNTY, 6.4 MILES NORTH AND EAST ALONG U.S. HIGHWAY
 NK0251'65 FROM THE INTERSECTION OF UNION AND RIVER STREETS AND IOWA
 NK0251'FALLS, HARDIN COUNTY, 0.9 MILE NORTH OF THE JUNCTION OF U.S.
 NK0251'HIGHWAY 20, IN SEC. 33, T. 90 N., R. 20 W., 58 FEET SOUTHEAST
 NK0251'OF A 20-INCH ASH TREE, 55.8 FEET SOUTHEAST OF ANOTHER 20-INCH
 NK0251'ASH TREE, 58 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AT
 NK0251'STATION 51+27, AND 1.5 FEET SOUTH OF THE SOUTH FENCE OF A
 NK0251'SCHOOLYARD.  A STATE SURVEY STANDARD DISK, STAMPED 35-139 RESET
 NK0251'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0249 ***********************************************************************
 NK0249  DESIGNATION -  35 140
 NK0249  PID         -  NK0249
 NK0249  STATE/COUNTY-  IA/FRANKLIN
 NK0249  USGS QUAD   -  IOWA FALLS EAST (1979)
 NK0249
 NK0249                         *CURRENT SURVEY CONTROL
 NK0249  ___________________________________________________________________
 NK0249* NAD 83(1986)-  42 35 00.     (N)    093 12 17.     (W)     SCALED    
 NK0249* NAVD 88     -       369.359  (meters)    1211.81   (feet)  ADJUSTED  
 NK0249  ___________________________________________________________________
 NK0249  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 NK0249  DYNAMIC HT  -         369.227 (meters)    1211.37  (feet)  COMP
 NK0249  MODELED GRAV-     980,254.7   (mgal)                       NAVD 88
 NK0249
 NK0249  VERT ORDER  -  FIRST     CLASS II
 NK0249
 NK0249.The horizontal coordinates were scaled from a topographic map and have
 NK0249.an estimated accuracy of +/- 6 seconds.
 NK0249
 NK0249.The orthometric height was determined by differential leveling
 NK0249.and adjusted by the National Geodetic Survey in June 1991..
 NK0249
 NK0249.The geoid height was determined by GEOID03.
 NK0249
 NK0249.The dynamic height is computed by dividing the NAVD 88
 NK0249.geopotential number by the normal gravity value computed on the
 NK0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0249.degrees latitude (g = 980.6199 gals.).
 NK0249
 NK0249.The modeled gravity was interpolated from observed gravity values.
 NK0249
 NK0249;                    North         East    Units  Estimated Accuracy
 NK0249;SPC IA N     - 1,120,380.    1,524,240.      MT  (+/- 180 meters Scaled)
 NK0249
 NK0249                          SUPERSEDED SURVEY CONTROL
 NK0249
 NK0249  NGVD 29 (??/??/92)  369.335  (m)         1211.73   (f) ADJ UNCH    1 2
 NK0249
 NK0249.Superseded values are not recommended for survey control.
 NK0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0249.See file dsdata.txt to determine how the superseded data were derived.
 NK0249
 NK0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH832145(NAD 83)
 NK0249_MARKER: DD = SURVEY DISK
 NK0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0249_STAMPING: 35-140
 NK0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0249+STABILITY: SURFACE MOTION
 NK0249
 NK0249  HISTORY     - Date     Condition        Report By
 NK0249  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0249  HISTORY     - 1934     GOOD             IAGS
 NK0249  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0249
 NK0249                          STATION DESCRIPTION
 NK0249
 NK0249'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0249'7.3 MI NE FROM IOWA FALLS.
 NK0249'IN FRANKLIN COUNTY, 7.3 MILES NORTH AND EAST ALONG U.S. HIGHWAY
 NK0249'65 FROM THE INTERSECTION OF UNION AND RIVER STREETS AT IOWA
 NK0249'FALLS, HARDIN COUNTY, 1.8 MILES NORTH OF THE JUNCTION OF U.S.
 NK0249'HIGHWAY 20, IN SEC. 28, T. 90 N., R. 20 W., 109 FEET NORTHWEST
 NK0249'OF THE NORTHWEST CORNER OF A WHITE EAGLE SIGN ON THE EAST SIDE
 NK0249'OF THE HIGHWAY, 59.2 FEET WEST OF A STEEL CORNER POST ON THE
 NK0249'EAST SIDE OF THE HIGHWAY, 28.4 FEET WEST OF THE CENTERLINE OF
 NK0249'THE HIGHWAY AT STATION 99+82.5, IN THE WEST DITCH, AND 48.7 FEET
 NK0249'EAST OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK,
 NK0249'STAMPED 35-140 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 NK0249'THE GROUND.
 NK0249
 NK0249                          STATION RECOVERY (1974)
 NK0249
 NK0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0247 ***********************************************************************
 NK0247  DESIGNATION -  35 141
 NK0247  PID         -  NK0247
 NK0247  STATE/COUNTY-  IA/FRANKLIN
 NK0247  USGS QUAD   -  IOWA FALLS EAST (1979)
 NK0247
 NK0247                         *CURRENT SURVEY CONTROL
 NK0247  ___________________________________________________________________
 NK0247* NAD 83(1986)-  42 36 00.     (N)    093 12 15.     (W)     SCALED    
 NK0247* NAVD 88     -       365.833  (meters)    1200.24   (feet)  ADJUSTED  
 NK0247  ___________________________________________________________________
 NK0247  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 NK0247  DYNAMIC HT  -         365.704 (meters)    1199.81  (feet)  COMP
 NK0247  MODELED GRAV-     980,258.6   (mgal)                       NAVD 88
 NK0247
 NK0247  VERT ORDER  -  FIRST     CLASS II
 NK0247
 NK0247.The horizontal coordinates were scaled from a topographic map and have
 NK0247.an estimated accuracy of +/- 6 seconds.
 NK0247
 NK0247.The orthometric height was determined by differential leveling
 NK0247.and adjusted by the National Geodetic Survey in June 1991..
 NK0247
 NK0247.The geoid height was determined by GEOID03.
 NK0247
 NK0247.The dynamic height is computed by dividing the NAVD 88
 NK0247.geopotential number by the normal gravity value computed on the
 NK0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0247.degrees latitude (g = 980.6199 gals.).
 NK0247
 NK0247.The modeled gravity was interpolated from observed gravity values.
 NK0247
 NK0247;                    North         East    Units  Estimated Accuracy
 NK0247;SPC IA N     - 1,122,230.    1,524,280.      MT  (+/- 180 meters Scaled)
 NK0247
 NK0247                          SUPERSEDED SURVEY CONTROL
 NK0247
 NK0247  NGVD 29 (??/??/92)  365.811  (m)         1200.16   (f) ADJ UNCH    1 2
 NK0247
 NK0247.Superseded values are not recommended for survey control.
 NK0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0247.See file dsdata.txt to determine how the superseded data were derived.
 NK0247
 NK0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH832164(NAD 83)
 NK0247_MARKER: DD = SURVEY DISK
 NK0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0247+STABILITY: SURFACE MOTION
 NK0247
 NK0247  HISTORY     - Date     Condition        Report By
 NK0247  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0247  HISTORY     - 1934     GOOD             IAGS
 NK0247
 NK0247                          STATION DESCRIPTION
 NK0247
 NK0247'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0247'6.1 MI NE FROM IOWA FALLS.
 NK0247'2 MI E. 4.1 MI N., SEC. 21 T90N R20W, AT TOE OF W. BACKSLOPE
 NK0247'3.5 FT E. OF W. RIGHT OF WAY FENCE, 2.95 MI N. OF CROSS 65 AND
 NK0247'20 AT S. LINE OF FRANKLIN CO.  30.4 FT W. OF PVMT CL STA.
 NK0247'156 + 39 FT, 55.3 FT NW OF STA. MARK 156, 80.4 FT SW OF RIGHT
 NK0247'OF WAY RAIL MARKER BY SW COR. POST OF SCHOOL PLOT, 51.8 FT S. OF
 NK0247'RIGHT OF WAY RAIL MARKER ON W. SIDE OF ROAD, 44.8 FT S. OF LINE
 NK0247'ALONG S. SIDE OF HOUSE ON W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0248 ***********************************************************************
 NK0248  DESIGNATION -  35 141 RESET
 NK0248  PID         -  NK0248
 NK0248  STATE/COUNTY-  IA/FRANKLIN
 NK0248  USGS QUAD   -  IOWA FALLS EAST (1979)
 NK0248
 NK0248                         *CURRENT SURVEY CONTROL
 NK0248  ___________________________________________________________________
 NK0248* NAD 83(1986)-  42 36 00.     (N)    093 12 16.     (W)     SCALED    
 NK0248* NAVD 88     -       366.02   (+/-2cm)    1200.9    (feet)  VERTCON   
 NK0248  ___________________________________________________________________
 NK0248  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 NK0248
 NK0248  VERT ORDER  -  ? (See Below)
 NK0248
 NK0248.The horizontal coordinates were scaled from a topographic map and have
 NK0248.an estimated accuracy of +/- 6 seconds.
 NK0248
 NK0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0248.The vertical order pertains to the NGVD 29 superseded value.
 NK0248
 NK0248.The geoid height was determined by GEOID03.
 NK0248
 NK0248;                    North         East    Units  Estimated Accuracy
 NK0248;SPC IA N     - 1,122,230.    1,524,250.      MT  (+/- 180 meters Scaled)
 NK0248
 NK0248                          SUPERSEDED SURVEY CONTROL
 NK0248
 NK0248  NGVD 29 (??/??/92)  365.998  (m)         1200.78   (f) ADJ UNCH    ?  
 NK0248
 NK0248.Superseded values are not recommended for survey control.
 NK0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0248.See file dsdata.txt to determine how the superseded data were derived.
 NK0248
 NK0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH832164(NAD 83)
 NK0248_MARKER: DD = SURVEY DISK
 NK0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0248_STAMPING: 35-141 RESET
 NK0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0248+STABILITY: SURFACE MOTION
 NK0248
 NK0248  HISTORY     - Date     Condition        Report By
 NK0248  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0248  HISTORY     - 1938     GOOD             IAGS
 NK0248  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0248
 NK0248                          STATION DESCRIPTION
 NK0248
 NK0248'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1938
 NK0248'8.4 MI NE FROM IOWA FALLS.
 NK0248'IN FRANKLIN COUNTY, 8.4 MILES NORTH AND EAST ALONG U.S. HIGHWAY
 NK0248'65 FROM THE INTERSECTION OF UNION AND RIVER STREETS AT IOWA
 NK0248'FALLS, HARDIN COUNTY, 3 MILES NORTH OF THE JUNCTION OF U.S.
 NK0248'HIGHWAY 20, IN SEC. 21, T. 90 N., R. 20 W., 61.3 FEET SOUTHEAST
 NK0248'OF THE SOUTHEAST CORNER OF A CHURCH, 41.0 FEET NORTHEAST OF THE
 NK0248'NORTHEAST CORNER OF THE PARSONAGE, 1.5 FEET NORTH OF THE FENCE
 NK0248'BETWEEN THE PARSONAGE AND CHURCH LAWNS, 42.9 FEET WEST OF THE
 NK0248'CENTERLINE OF THE HIGHWAY AT STATION 157+25, AND 27.5 FEET
 NK0248'EAST OF THE WALK FROM THE PARSONAGE TO THE CHURCH.  A STATE
 NK0248'SURVEY STANDARD DISK, STAMPED 35-141 RESET AND SET IN THE TOP
 NK0248'OF A CONCRETE POST FLUSH WITH THE GROUND.
 NK0248
 NK0248                          STATION RECOVERY (1974)
 NK0248
 NK0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0245 ***********************************************************************
 NK0245  DESIGNATION -  35 142
 NK0245  PID         -  NK0245
 NK0245  STATE/COUNTY-  IA/FRANKLIN
 NK0245  USGS QUAD   -  IOWA FALLS EAST (1979)
 NK0245
 NK0245                         *CURRENT SURVEY CONTROL
 NK0245  ___________________________________________________________________
 NK0245* NAD 83(1986)-  42 36 27.     (N)    093 12 11.     (W)     SCALED    
 NK0245* NAVD 88     -       368.064  (meters)    1207.56   (feet)  ADJUSTED  
 NK0245  ___________________________________________________________________
 NK0245  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 NK0245  DYNAMIC HT  -         367.935 (meters)    1207.13  (feet)  COMP
 NK0245  MODELED GRAV-     980,260.0   (mgal)                       NAVD 88
 NK0245
 NK0245  VERT ORDER  -  FIRST     CLASS II
 NK0245
 NK0245.The horizontal coordinates were scaled from a topographic map and have
 NK0245.an estimated accuracy of +/- 6 seconds.
 NK0245
 NK0245.The orthometric height was determined by differential leveling
 NK0245.and adjusted by the National Geodetic Survey in June 1991..
 NK0245
 NK0245.The geoid height was determined by GEOID03.
 NK0245
 NK0245.The dynamic height is computed by dividing the NAVD 88
 NK0245.geopotential number by the normal gravity value computed on the
 NK0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0245.degrees latitude (g = 980.6199 gals.).
 NK0245
 NK0245.The modeled gravity was interpolated from observed gravity values.
 NK0245
 NK0245;                    North         East    Units  Estimated Accuracy
 NK0245;SPC IA N     - 1,123,060.    1,524,370.      MT  (+/- 180 meters Scaled)
 NK0245
 NK0245                          SUPERSEDED SURVEY CONTROL
 NK0245
 NK0245  NGVD 29 (??/??/92)  368.042  (m)         1207.48   (f) ADJ UNCH    1 2
 NK0245
 NK0245.Superseded values are not recommended for survey control.
 NK0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0245.See file dsdata.txt to determine how the superseded data were derived.
 NK0245
 NK0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH833172(NAD 83)
 NK0245_MARKER: DD = SURVEY DISK
 NK0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0245+STABILITY: SURFACE MOTION
 NK0245
 NK0245  HISTORY     - Date     Condition        Report By
 NK0245  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0245  HISTORY     - 1934     GOOD             IAGS
 NK0245
 NK0245                          STATION DESCRIPTION
 NK0245
 NK0245'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0245'7 MI NE FROM IOWA FALLS.
 NK0245'2 MI E. 5 MI N., SEC. 15 T90N R20W, 1/2 WAY UP BACKSLOPE ON E.
 NK0245'SIDE OF ROAD, + 4.5 FT W. OF E. RIGHT OF WAY FENCE, 3.48 FT MI.
 NK0245'N. OF CROSS 65 AND 20 AT S. LINE OF FRANKLIN CO.  28.2 FT E. OF
 NK0245'CL STA. 182 + 99 FT, 89.4 FT S. OF RIGHT OF WAY RAIL MARKER
 NK0245'ON E. SIDE ROAD AT 1/4 SEC. LINE, 106.1 FT SE OF RAIL RIGHT
 NK0245'OF WAY MARKER ON N. SIDE OF COR. POST 33 FT W. OF CL PVMT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0246 ***********************************************************************
 NK0246  DESIGNATION -  35 142 RESET
 NK0246  PID         -  NK0246
 NK0246  STATE/COUNTY-  IA/FRANKLIN
 NK0246  USGS QUAD   -  IOWA FALLS EAST (1979)
 NK0246
 NK0246                         *CURRENT SURVEY CONTROL
 NK0246  ___________________________________________________________________
 NK0246* NAD 83(1986)-  42 36 27.     (N)    093 12 11.     (W)     SCALED    
 NK0246* NAVD 88     -       367.38   (+/-2cm)    1205.3    (feet)  VERTCON   
 NK0246  ___________________________________________________________________
 NK0246  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 NK0246
 NK0246  VERT ORDER  -  ? (See Below)
 NK0246
 NK0246.The horizontal coordinates were scaled from a topographic map and have
 NK0246.an estimated accuracy of +/- 6 seconds.
 NK0246
 NK0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0246.The vertical order pertains to the NGVD 29 superseded value.
 NK0246
 NK0246.The geoid height was determined by GEOID03.
 NK0246
 NK0246;                    North         East    Units  Estimated Accuracy
 NK0246;SPC IA N     - 1,123,060.    1,524,370.      MT  (+/- 180 meters Scaled)
 NK0246
 NK0246                          SUPERSEDED SURVEY CONTROL
 NK0246
 NK0246  NGVD 29 (??/??/92)  367.356  (m)         1205.23   (f) ADJ UNCH    ?  
 NK0246
 NK0246.Superseded values are not recommended for survey control.
 NK0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0246.See file dsdata.txt to determine how the superseded data were derived.
 NK0246
 NK0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH833172(NAD 83)
 NK0246_MARKER: DD = SURVEY DISK
 NK0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0246_STAMPING: 35-142 RESET
 NK0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0246+STABILITY: SURFACE MOTION
 NK0246
 NK0246  HISTORY     - Date     Condition        Report By
 NK0246  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0246  HISTORY     - 1938     GOOD             IAGS
 NK0246  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0246
 NK0246                          STATION DESCRIPTION
 NK0246
 NK0246'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1938
 NK0246'8.9 MI NE FROM IOWA FALLS.
 NK0246'IN FRANKLIN COUNTY, 8.9 MILES NORTH AND EAST ALONG U.S. HIGHWAY
 NK0246'65 FROM THE INTERSECTION OF UNION AND RIVER STREETS AT IOWA
 NK0246'FALLS, HARDIN COUNTY, 3.5 MILES NORTH OF THE JUNCTION OF U.S.
 NK0246'HIGHWAY 20, IN SEC. 16, T. 90 N., R. 20 W., 55.6 FEET WEST OF
 NK0246'THE CENTERLINE OF THE HIGHWAY AT STATION 183+89, 4.4 FEET
 NK0246'NORTHEAST OF A CORNER POST OF A FENCE, AND 1.5 FEET EAST OF THE
 NK0246'RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0246'35-142 RESET AND SET IN THE TOP OF A CONCRETE POST.
 NK0246
 NK0246                          STATION RECOVERY (1974)
 NK0246
 NK0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0244 ***********************************************************************
 NK0244  DESIGNATION -  35 143
 NK0244  PID         -  NK0244
 NK0244  STATE/COUNTY-  IA/FRANKLIN
 NK0244  USGS QUAD   -  IOWA FALLS EAST (1979)
 NK0244
 NK0244                         *CURRENT SURVEY CONTROL
 NK0244  ___________________________________________________________________
 NK0244* NAD 83(1986)-  42 36 46.     (N)    093 12 11.     (W)     SCALED    
 NK0244* NAVD 88     -       373.559  (meters)    1225.58   (feet)  ADJUSTED  
 NK0244  ___________________________________________________________________
 NK0244  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 NK0244  DYNAMIC HT  -         373.428 (meters)    1225.15  (feet)  COMP
 NK0244  MODELED GRAV-     980,261.3   (mgal)                       NAVD 88
 NK0244
 NK0244  VERT ORDER  -  FIRST     CLASS II
 NK0244
 NK0244.The horizontal coordinates were scaled from a topographic map and have
 NK0244.an estimated accuracy of +/- 6 seconds.
 NK0244
 NK0244.The orthometric height was determined by differential leveling
 NK0244.and adjusted by the National Geodetic Survey in June 1991..
 NK0244
 NK0244.The geoid height was determined by GEOID03.
 NK0244
 NK0244.The dynamic height is computed by dividing the NAVD 88
 NK0244.geopotential number by the normal gravity value computed on the
 NK0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0244.degrees latitude (g = 980.6199 gals.).
 NK0244
 NK0244.The modeled gravity was interpolated from observed gravity values.
 NK0244
 NK0244;                    North         East    Units  Estimated Accuracy
 NK0244;SPC IA N     - 1,123,650.    1,524,360.      MT  (+/- 180 meters Scaled)
 NK0244
 NK0244                          SUPERSEDED SURVEY CONTROL
 NK0244
 NK0244  NGVD 29 (??/??/92)  373.536  (m)         1225.51   (f) ADJ UNCH    1 2
 NK0244
 NK0244.Superseded values are not recommended for survey control.
 NK0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0244.See file dsdata.txt to determine how the superseded data were derived.
 NK0244
 NK0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH833178(NAD 83)
 NK0244_MARKER: DD = SURVEY DISK
 NK0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0244_STAMPING: 35-143
 NK0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0244+STABILITY: SURFACE MOTION
 NK0244
 NK0244  HISTORY     - Date     Condition        Report By
 NK0244  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0244  HISTORY     - 1934     GOOD             IAGS
 NK0244  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0244
 NK0244                          STATION DESCRIPTION
 NK0244
 NK0244'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0244'9.4 MI NE FROM IOWA FALLS.
 NK0244'IN FRANKLIN COUNTY, 9.4 MILES NORTH AND EAST ALONG U.S. HIGHWAY
 NK0244'65 FROM THE INTERSECTION OF UNION AND RIVER STREETS AT IOWA
 NK0244'FALLS, HARDIN COUNTY, IN SEC. 15, T. 90 N., R. 20 W., IN FRONT
 NK0244'OF A HOUSE ON THE EAST SIDE OF THE HIGHWAY, 11.4 FEET NORTHWEST
 NK0244'OF THE NORTHWEST CORNER OF A FOOT-SCRAPER BASE AT THE END OF
 NK0244'A CONCRETE WALK TO THE HOUSE, 3.5 FEET SOUTH OF THE LINE OF THE
 NK0244'NORTH SIDE OF THE HOUSE, 40.3 FEET NORTHEAST OF PAVEMENT STATION
 NK0244'MARK 204, 27.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AT
 NK0244'STATION 204+36, AT THE TOE OF THE EAST BACK SLOPE, AND 5.4 FEET
 NK0244'WEST OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK,
 NK0244'STAMPED 35-143 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 NK0244'FLUSH WITH THE GROUND.
 NK0244
 NK0244                          STATION RECOVERY (1974)
 NK0244
 NK0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0242 ***********************************************************************
 NK0242  DESIGNATION -  35 144
 NK0242  PID         -  NK0242
 NK0242  STATE/COUNTY-  IA/FRANKLIN
 NK0242  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0242
 NK0242                         *CURRENT SURVEY CONTROL
 NK0242  ___________________________________________________________________
 NK0242* NAD 83(1986)-  42 37 34.     (N)    093 12 14.     (W)     SCALED    
 NK0242* NAVD 88     -       373.169  (meters)    1224.31   (feet)  ADJUSTED  
 NK0242  ___________________________________________________________________
 NK0242  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 NK0242  DYNAMIC HT  -         373.040 (meters)    1223.88  (feet)  COMP
 NK0242  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 NK0242
 NK0242  VERT ORDER  -  FIRST     CLASS II
 NK0242
 NK0242.The horizontal coordinates were scaled from a topographic map and have
 NK0242.an estimated accuracy of +/- 6 seconds.
 NK0242
 NK0242.The orthometric height was determined by differential leveling
 NK0242.and adjusted by the National Geodetic Survey in June 1991..
 NK0242
 NK0242.The geoid height was determined by GEOID03.
 NK0242
 NK0242.The dynamic height is computed by dividing the NAVD 88
 NK0242.geopotential number by the normal gravity value computed on the
 NK0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0242.degrees latitude (g = 980.6199 gals.).
 NK0242
 NK0242.The modeled gravity was interpolated from observed gravity values.
 NK0242
 NK0242;                    North         East    Units  Estimated Accuracy
 NK0242;SPC IA N     - 1,125,130.    1,524,290.      MT  (+/- 180 meters Scaled)
 NK0242
 NK0242                          SUPERSEDED SURVEY CONTROL
 NK0242
 NK0242  NGVD 29 (??/??/92)  373.147  (m)         1224.23   (f) ADJ UNCH    1 2
 NK0242
 NK0242.Superseded values are not recommended for survey control.
 NK0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0242.See file dsdata.txt to determine how the superseded data were derived.
 NK0242
 NK0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH832193(NAD 83)
 NK0242_MARKER: DD = SURVEY DISK
 NK0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0242+STABILITY: SURFACE MOTION
 NK0242
 NK0242  HISTORY     - Date     Condition        Report By
 NK0242  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0242  HISTORY     - 1934     GOOD             IAGS
 NK0242  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0242
 NK0242                          STATION DESCRIPTION
 NK0242
 NK0242'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0242'2.8 MI SE FROM BRADFORD.
 NK0242'2 MI E 3/4 MI S. SEC. 9 T90N R20W AT TOE OF W. BACKSLOPE 10.4 FT
 NK0242'E. OF W. RIGHT OF WAY FENCE 4 3/4 MI. N. OF CROSS 20 AND 65 AT
 NK0242'S. LINE OF FRANKLIN CO.  25.0 FT W. OF PVMT CL STA 251 + 35 FT,
 NK0242'48.8 FT NW OF PVMT STA. MARK 251, 1.5 FT N. OF LINE ALONG S.
 NK0242'SIDE OF BARN ON W., 57.2 FT S. OF S. END 15 IN CORR. CULV. UNDER
 NK0242'FARM ENT. W.
 NK0242
 NK0242                          STATION RECOVERY (1974)
 NK0242
 NK0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0243 ***********************************************************************
 NK0243  DESIGNATION -  35 144 RESET
 NK0243  PID         -  NK0243
 NK0243  STATE/COUNTY-  IA/FRANKLIN
 NK0243  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0243
 NK0243                         *CURRENT SURVEY CONTROL
 NK0243  ___________________________________________________________________
 NK0243* NAD 83(1986)-  42 37 34.     (N)    093 12 14.     (W)     SCALED    
 NK0243* NAVD 88     -       374.06   (+/-2cm)    1227.2    (feet)  VERTCON   
 NK0243  ___________________________________________________________________
 NK0243  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 NK0243
 NK0243  VERT ORDER  -  ? (See Below)
 NK0243
 NK0243.The horizontal coordinates were scaled from a topographic map and have
 NK0243.an estimated accuracy of +/- 6 seconds.
 NK0243
 NK0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0243.The vertical order pertains to the NGVD 29 superseded value.
 NK0243
 NK0243.The geoid height was determined by GEOID03.
 NK0243
 NK0243;                    North         East    Units  Estimated Accuracy
 NK0243;SPC IA N     - 1,125,130.    1,524,290.      MT  (+/- 180 meters Scaled)
 NK0243
 NK0243                          SUPERSEDED SURVEY CONTROL
 NK0243
 NK0243  NGVD 29 (??/??/92)  374.043  (m)         1227.17   (f) ADJ UNCH    ?  
 NK0243
 NK0243.Superseded values are not recommended for survey control.
 NK0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0243.See file dsdata.txt to determine how the superseded data were derived.
 NK0243
 NK0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH832193(NAD 83)
 NK0243_MARKER: DD = SURVEY DISK
 NK0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0243_STAMPING: 35-144 RESET
 NK0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0243+STABILITY: SURFACE MOTION
 NK0243
 NK0243  HISTORY     - Date     Condition        Report By
 NK0243  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0243  HISTORY     - 1938     GOOD             IAGS
 NK0243
 NK0243                          STATION DESCRIPTION
 NK0243
 NK0243'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1938
 NK0243'8 MI S FROM BRADFORD.
 NK0243'8.0 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION
 NK0243'OF STATE HIGHWAY 10 AT HAMPTON, IN SEC. 9, T. 90 N., R. 20 W.,
 NK0243'83.2 FEET EAST OF THE NORTHEAST CORNER OF A BARN, 1 FOOT NORTH
 NK0243'OF THE LINE OF A FENCE ALONG THE NORTH SIDE OF THE BARN, 58.5
 NK0243'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AT STATION 251+98.0,
 NK0243'AND 21.7 FEET SOUTH OF A SPIKE IN A 36-INCH COTTONWOOD TREE.
 NK0243'A STATE SURVEY STANDARD DISK, STAMPED 35-144 RESET AND SET IN
 NK0243'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0241 ***********************************************************************
 NK0241  DESIGNATION -  35 145
 NK0241  PID         -  NK0241
 NK0241  STATE/COUNTY-  IA/FRANKLIN
 NK0241  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0241
 NK0241                         *CURRENT SURVEY CONTROL
 NK0241  ___________________________________________________________________
 NK0241* NAD 83(1986)-  42 37 56.     (N)    093 12 13.     (W)     SCALED    
 NK0241* NAVD 88     -       377.888  (meters)    1239.79   (feet)  ADJUSTED  
 NK0241  ___________________________________________________________________
 NK0241  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 NK0241  DYNAMIC HT  -         377.759 (meters)    1239.36  (feet)  COMP
 NK0241  MODELED GRAV-     980,267.5   (mgal)                       NAVD 88
 NK0241
 NK0241  VERT ORDER  -  FIRST     CLASS II
 NK0241
 NK0241.The horizontal coordinates were scaled from a topographic map and have
 NK0241.an estimated accuracy of +/- 6 seconds.
 NK0241
 NK0241.The orthometric height was determined by differential leveling
 NK0241.and adjusted by the National Geodetic Survey in June 1991..
 NK0241
 NK0241.The geoid height was determined by GEOID03.
 NK0241
 NK0241.The dynamic height is computed by dividing the NAVD 88
 NK0241.geopotential number by the normal gravity value computed on the
 NK0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0241.degrees latitude (g = 980.6199 gals.).
 NK0241
 NK0241.The modeled gravity was interpolated from observed gravity values.
 NK0241
 NK0241;                    North         East    Units  Estimated Accuracy
 NK0241;SPC IA N     - 1,125,810.    1,524,310.      MT  (+/- 180 meters Scaled)
 NK0241
 NK0241                          SUPERSEDED SURVEY CONTROL
 NK0241
 NK0241  NGVD 29 (??/??/92)  377.866  (m)         1239.72   (f) ADJ UNCH    1 2
 NK0241
 NK0241.Superseded values are not recommended for survey control.
 NK0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0241.See file dsdata.txt to determine how the superseded data were derived.
 NK0241
 NK0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH833199(NAD 83)
 NK0241_MARKER: DD = SURVEY DISK
 NK0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0241_STAMPING: 35-145
 NK0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0241+STABILITY: SURFACE MOTION
 NK0241
 NK0241  HISTORY     - Date     Condition        Report By
 NK0241  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0241  HISTORY     - 1934     GOOD             IAGS
 NK0241  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0241
 NK0241                          STATION DESCRIPTION
 NK0241
 NK0241'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0241'AT HAMPTON.
 NK0241'7.6 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF
 NK0241'STATE HIGHWAY 10 AT HAMPTON, IN SEC. 4, T. 90 N., R. 20 W.,
 NK0241'22 FEET NORTH OF THE LINE OF THE NORTH SIDE OF A BARN EAST OF
 NK0241'THE HIGHWAY, 66.2 FEET SOUTHWEST OF PAVEMENT STATION MARK 275,
 NK0241'66.4 FEET NORTHWEST OF STATION MARK 274, 35.4 FEET WEST OF THE
 NK0241'CENTERLINE OF THE HIGHWAY AT STATION 274+51, IN THE WEST DITCH,
 NK0241'AND 28.3 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY
 NK0241'STANDARD DISK, STAMPED 35-145 AND SET IN THE TOP OF A CONCRETE
 NK0241'POST FLUSH WITH THE GROUND.
 NK0241
 NK0241                          STATION RECOVERY (1974)
 NK0241
 NK0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0209 ***********************************************************************
 NK0209  DESIGNATION -  35 198
 NK0209  PID         -  NK0209
 NK0209  STATE/COUNTY-  IA/FRANKLIN
 NK0209  USGS QUAD   -  SHEFFIELD (1972)
 NK0209
 NK0209                         *CURRENT SURVEY CONTROL
 NK0209  ___________________________________________________________________
 NK0209* NAD 83(1986)-  42 54 17.     (N)    093 12 08.     (W)     SCALED    
 NK0209* NAVD 88     -       335.627  (meters)    1101.14   (feet)  ADJUSTED  
 NK0209  ___________________________________________________________________
 NK0209  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 NK0209  DYNAMIC HT  -         335.553 (meters)    1100.89  (feet)  COMP
 NK0209  MODELED GRAV-     980,389.0   (mgal)                       NAVD 88
 NK0209
 NK0209  VERT ORDER  -  FIRST     CLASS II
 NK0209
 NK0209.The horizontal coordinates were scaled from a topographic map and have
 NK0209.an estimated accuracy of +/- 6 seconds.
 NK0209
 NK0209.The orthometric height was determined by differential leveling
 NK0209.and adjusted by the National Geodetic Survey in June 1991..
 NK0209
 NK0209.The geoid height was determined by GEOID03.
 NK0209
 NK0209.The dynamic height is computed by dividing the NAVD 88
 NK0209.geopotential number by the normal gravity value computed on the
 NK0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0209.degrees latitude (g = 980.6199 gals.).
 NK0209
 NK0209.The modeled gravity was interpolated from observed gravity values.
 NK0209
 NK0209;                    North         East    Units  Estimated Accuracy
 NK0209;SPC IA N     - 1,156,080.    1,524,320.      MT  (+/- 180 meters Scaled)
 NK0209
 NK0209                          SUPERSEDED SURVEY CONTROL
 NK0209
 NK0209  NGVD 29 (??/??/92)  335.646  (m)         1101.20   (f) ADJ UNCH    1 2
 NK0209
 NK0209.Superseded values are not recommended for survey control.
 NK0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0209.See file dsdata.txt to determine how the superseded data were derived.
 NK0209
 NK0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834502(NAD 83)
 NK0209_MARKER: DD = SURVEY DISK
 NK0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0209_STAMPING: 35-198
 NK0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0209+STABILITY: SURFACE MOTION
 NK0209
 NK0209  HISTORY     - Date     Condition        Report By
 NK0209  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0209  HISTORY     - 1934     GOOD             IAGS
 NK0209  HISTORY     - 1972     MARK NOT FOUND   USGS
 NK0209
 NK0209                          STATION DESCRIPTION
 NK0209
 NK0209'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0209'AT SHEFFIELD.
 NK0209'AT SHEFFIELD, ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 65 FROM
 NK0209'THE CERRO GORDO-FRANKLIN COUNTY-LINE, IN SEC. 4, T.93N., R.20W.,
 NK0209'103 FEET SOUTH OF THE SOUTH END OF A 15-INCH CORRUGATED-IRON
 NK0209'CULVERT UNDER A FARM ENTRANCE ON THE WEST SIDE OF THE HIGHWAY,
 NK0209'57.8 FEET WEST-NORTHWEST OF A SPIKE IN THE NORTH BASE OF A POLE
 NK0209'EAST OF THE HIGHWAY, 36.0 FEET WEST-SOUTHWEST OF PAVEMENT
 NK0209'STATION MARK 1268, 26.6 FEET WEST OF THE CENTERLINE OF THE
 NK0209'HIGHWAY AT STATION 1267+91, IN THE WEST DITCH, AND 0.2 FOOT
 NK0209'UNDERGROUND.  A STATE SURVEY STANDARD DISK, STAMPED 35-198 AND
 NK0209'SET IN THE TOP OF A CONCRETE POST.
 NK0209
 NK0209                          STATION RECOVERY (1972)
 NK0209
 NK0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NK0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0210 ***********************************************************************
 NK0210  DESIGNATION -  35 199
 NK0210  PID         -  NK0210
 NK0210  STATE/COUNTY-  IA/FRANKLIN
 NK0210  USGS QUAD   -  SHEFFIELD (1972)
 NK0210
 NK0210                         *CURRENT SURVEY CONTROL
 NK0210  ___________________________________________________________________
 NK0210* NAD 83(1986)-  42 53 35.     (N)    093 12 08.     (W)     SCALED    
 NK0210* NAVD 88     -       327.024  (meters)    1072.91   (feet)  ADJUSTED  
 NK0210  ___________________________________________________________________
 NK0210  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 NK0210  DYNAMIC HT  -         326.951 (meters)    1072.67  (feet)  COMP
 NK0210  MODELED GRAV-     980,386.2   (mgal)                       NAVD 88
 NK0210
 NK0210  VERT ORDER  -  FIRST     CLASS II
 NK0210
 NK0210.The horizontal coordinates were scaled from a topographic map and have
 NK0210.an estimated accuracy of +/- 6 seconds.
 NK0210
 NK0210.The orthometric height was determined by differential leveling
 NK0210.and adjusted by the National Geodetic Survey in June 1991..
 NK0210
 NK0210.The geoid height was determined by GEOID03.
 NK0210
 NK0210.The dynamic height is computed by dividing the NAVD 88
 NK0210.geopotential number by the normal gravity value computed on the
 NK0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0210.degrees latitude (g = 980.6199 gals.).
 NK0210
 NK0210.The modeled gravity was interpolated from observed gravity values.
 NK0210
 NK0210;                    North         East    Units  Estimated Accuracy
 NK0210;SPC IA N     - 1,154,780.    1,524,320.      MT  (+/- 180 meters Scaled)
 NK0210
 NK0210                          SUPERSEDED SURVEY CONTROL
 NK0210
 NK0210  NGVD 29 (??/??/92)  327.044  (m)         1072.98   (f) ADJ UNCH    1 2
 NK0210
 NK0210.Superseded values are not recommended for survey control.
 NK0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0210.See file dsdata.txt to determine how the superseded data were derived.
 NK0210
 NK0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834489(NAD 83)
 NK0210_MARKER: DD = SURVEY DISK
 NK0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0210_STAMPING: 35-199
 NK0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0210+STABILITY: SURFACE MOTION
 NK0210
 NK0210  HISTORY     - Date     Condition        Report By
 NK0210  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0210  HISTORY     - 1934     GOOD             IAGS
 NK0210  HISTORY     - 1972     MARK NOT FOUND   USGS
 NK0210
 NK0210                          STATION DESCRIPTION
 NK0210
 NK0210'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0210'AT SHEFFIELD.
 NK0210'AT SHEFFIELD, ON U.S. HIGHWAY 65, IN THE ISLAND AT THE
 NK0210'Y-INTERSECTION OF A ROAD LEADING WEST, BETWEEN SECTIONS 4 AND
 NK0210'9, T. 93 N., R 20 W., AT A 6- BY 4-FOOT CONCRETE BOX CULVERT
 NK0210'UNDER THE SIDE ROAD, 55.8 FEET NORTHEAST OF THE SOUTHEAST CORNER
 NK0210'OF THE BASE OF THE SOUTH HEADWALL, 50.3 FEET SOUTHEAST OF THE
 NK0210'EAST CORNER OF THE NORTHEAST BASE OF THE NORTH HEADWALL, 10.8
 NK0210'FEET WEST OF THE CENTER LINE OF THE HIGHWAY AT STATION 1225+43,
 NK0210'AND 0.4 FOOT UNDER GROUND.  A STATE SURVEY STANDARD DISK,
 NK0210'STAMPED 35-199 AND SET IN THE TOP OF A CONCRETE POST.
 NK0210
 NK0210                          STATION RECOVERY (1972)
 NK0210
 NK0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NK0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0212 ***********************************************************************
 NK0212  DESIGNATION -  35 200
 NK0212  PID         -  NK0212
 NK0212  STATE/COUNTY-  IA/FRANKLIN
 NK0212  USGS QUAD   -  SHEFFIELD (1972)
 NK0212
 NK0212                         *CURRENT SURVEY CONTROL
 NK0212  ___________________________________________________________________
 NK0212* NAD 83(1986)-  42 52 40.     (N)    093 12 09.     (W)     SCALED    
 NK0212* NAVD 88     -       335.947  (meters)    1102.19   (feet)  ADJUSTED  
 NK0212  ___________________________________________________________________
 NK0212  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 NK0212  DYNAMIC HT  -         335.870 (meters)    1101.93  (feet)  COMP
 NK0212  MODELED GRAV-     980,381.0   (mgal)                       NAVD 88
 NK0212
 NK0212  VERT ORDER  -  FIRST     CLASS II
 NK0212
 NK0212.The horizontal coordinates were scaled from a topographic map and have
 NK0212.an estimated accuracy of +/- 6 seconds.
 NK0212
 NK0212.The orthometric height was determined by differential leveling
 NK0212.and adjusted by the National Geodetic Survey in June 1991..
 NK0212
 NK0212.The geoid height was determined by GEOID03.
 NK0212
 NK0212.The dynamic height is computed by dividing the NAVD 88
 NK0212.geopotential number by the normal gravity value computed on the
 NK0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0212.degrees latitude (g = 980.6199 gals.).
 NK0212
 NK0212.The modeled gravity was interpolated from observed gravity values.
 NK0212
 NK0212;                    North         East    Units  Estimated Accuracy
 NK0212;SPC IA N     - 1,153,080.    1,524,310.      MT  (+/- 180 meters Scaled)
 NK0212
 NK0212                          SUPERSEDED SURVEY CONTROL
 NK0212
 NK0212  NGVD 29 (??/??/92)  335.963  (m)         1102.24   (f) ADJ UNCH    1 2
 NK0212
 NK0212.Superseded values are not recommended for survey control.
 NK0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0212.See file dsdata.txt to determine how the superseded data were derived.
 NK0212
 NK0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834472(NAD 83)
 NK0212_MARKER: DD = SURVEY DISK
 NK0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0212_STAMPING: 35-200
 NK0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0212+STABILITY: SURFACE MOTION
 NK0212
 NK0212  HISTORY     - Date     Condition        Report By
 NK0212  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0212  HISTORY     - 1934     GOOD             IAGS
 NK0212  HISTORY     - 1972     MARK NOT FOUND   USGS
 NK0212
 NK0212                          STATION DESCRIPTION
 NK0212
 NK0212'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0212'AT SHEFFIELD.
 NK0212'AT SHEFFIELD, ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM
 NK0212'THE CERRO GORDO-FRANKLIN COUNTY LINE, IN SEC. 9, T. 93 N.,
 NK0212'R. 20 W., 82 FEET SOUTH OF THE LINE ALONG THE SOUTH SIDE OF THE
 NK0212'END POSTS OF SHEFFIELD BRICK AND TILE CO. SIGN, 45 FEET SOUTH
 NK0212'OF THE LINE OF THE SOUTH SIDE OF THE MAIN PART OF A HOUSE EAST OF
 NK0212'THE HIGHWAY, 31.7 FEET WEST-SOUTHWEST OF PAVEMENT STATION MARK
 NK0212'1171, 22.8 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AT STATION
 NK0212'1170+96, IN THE WEST DITCH, AND 9.8 FEET SOUTHWEST OF A SPIKE IN
 NK0212'THE SOUTH BASE OF A POLE.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0212'35-200 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 NK0212'GROUND.
 NK0212
 NK0212                          STATION RECOVERY (1972)
 NK0212
 NK0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NK0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0213 ***********************************************************************
 NK0213  DESIGNATION -  35 201
 NK0213  PID         -  NK0213
 NK0213  STATE/COUNTY-  IA/FRANKLIN
 NK0213  USGS QUAD   -  HAMPTON NORTH (1972)
 NK0213
 NK0213                         *CURRENT SURVEY CONTROL
 NK0213  ___________________________________________________________________
 NK0213* NAD 83(1986)-  42 52 00.     (N)    093 12 09.     (W)     SCALED    
 NK0213* NAVD 88     -       338.832  (meters)    1111.65   (feet)  ADJUSTED  
 NK0213  ___________________________________________________________________
 NK0213  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 NK0213  DYNAMIC HT  -         338.752 (meters)    1111.39  (feet)  COMP
 NK0213  MODELED GRAV-     980,376.0   (mgal)                       NAVD 88
 NK0213
 NK0213  VERT ORDER  -  FIRST     CLASS II
 NK0213
 NK0213.The horizontal coordinates were scaled from a topographic map and have
 NK0213.an estimated accuracy of +/- 6 seconds.
 NK0213
 NK0213.The orthometric height was determined by differential leveling
 NK0213.and adjusted by the National Geodetic Survey in June 1991..
 NK0213
 NK0213.The geoid height was determined by GEOID03.
 NK0213
 NK0213.The dynamic height is computed by dividing the NAVD 88
 NK0213.geopotential number by the normal gravity value computed on the
 NK0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0213.degrees latitude (g = 980.6199 gals.).
 NK0213
 NK0213.The modeled gravity was interpolated from observed gravity values.
 NK0213
 NK0213;                    North         East    Units  Estimated Accuracy
 NK0213;SPC IA N     - 1,151,850.    1,524,310.      MT  (+/- 180 meters Scaled)
 NK0213
 NK0213                          SUPERSEDED SURVEY CONTROL
 NK0213
 NK0213  NGVD 29 (??/??/92)  338.846  (m)         1111.70   (f) ADJ UNCH    1 2
 NK0213
 NK0213.Superseded values are not recommended for survey control.
 NK0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0213.See file dsdata.txt to determine how the superseded data were derived.
 NK0213
 NK0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834460(NAD 83)
 NK0213_MARKER: DD = SURVEY DISK
 NK0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0213_STAMPING: 35-201
 NK0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0213+STABILITY: SURFACE MOTION
 NK0213
 NK0213  HISTORY     - Date     Condition        Report By
 NK0213  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0213  HISTORY     - 1934     GOOD             IAGS
 NK0213  HISTORY     - 1972     MARK NOT FOUND   USGS
 NK0213
 NK0213                          STATION DESCRIPTION
 NK0213
 NK0213'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0213'0.8 MI S FROM SHEFFIELD.
 NK0213'3/4 MILE SOUTH ALONG U.S. HIGHWAY 65 FROM THE SOUTH CITY LIMITS
 NK0213'AT SHEFFIELD, IN SEC. 15, T. 93 N., R. 20 W., 85.1 FEET
 NK0213'SOUTH-SOUTHWEST OF PAVEMENT STATION MARK 1128, 45 FEET SOUTH
 NK0213'OF THE LINE OF THE FENCE ALONG THE QUARTER-QUARTER SECTION LINE
 NK0213'THROUGH THE SOUTH HALF OF SECTION 15, 34.1 FEET WEST-NORTHWEST
 NK0213'OF STATION MARK 1127, 19.2 FEET WEST OF THE CENTERLINE OF THE
 NK0213'HIGHWAY AT STATION 1227+19, AND IN THE WEST DITCH.  A STATE
 NK0213'SURVEY STANDARD DISK, STAMPED 35-201 AND SET IN THE TOP OF A
 NK0213'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 NK0213
 NK0213                          STATION RECOVERY (1972)
 NK0213
 NK0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NK0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0214 ***********************************************************************
 NK0214  DESIGNATION -  35 202
 NK0214  PID         -  NK0214
 NK0214  STATE/COUNTY-  IA/FRANKLIN
 NK0214  USGS QUAD   -  HAMPTON NORTH (1972)
 NK0214
 NK0214                         *CURRENT SURVEY CONTROL
 NK0214  ___________________________________________________________________
 NK0214* NAD 83(1986)-  42 51 15.     (N)    093 12 06.     (W)     SCALED    
 NK0214* NAVD 88     -       346.252  (meters)    1136.00   (feet)  ADJUSTED  
 NK0214  ___________________________________________________________________
 NK0214  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 NK0214  DYNAMIC HT  -         346.169 (meters)    1135.72  (feet)  COMP
 NK0214  MODELED GRAV-     980,369.5   (mgal)                       NAVD 88
 NK0214
 NK0214  VERT ORDER  -  FIRST     CLASS II
 NK0214
 NK0214.The horizontal coordinates were scaled from a topographic map and have
 NK0214.an estimated accuracy of +/- 6 seconds.
 NK0214
 NK0214.The orthometric height was determined by differential leveling
 NK0214.and adjusted by the National Geodetic Survey in June 1991..
 NK0214
 NK0214.The geoid height was determined by GEOID03.
 NK0214
 NK0214.The dynamic height is computed by dividing the NAVD 88
 NK0214.geopotential number by the normal gravity value computed on the
 NK0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0214.degrees latitude (g = 980.6199 gals.).
 NK0214
 NK0214.The modeled gravity was interpolated from observed gravity values.
 NK0214
 NK0214;                    North         East    Units  Estimated Accuracy
 NK0214;SPC IA N     - 1,150,460.    1,524,380.      MT  (+/- 180 meters Scaled)
 NK0214
 NK0214                          SUPERSEDED SURVEY CONTROL
 NK0214
 NK0214  NGVD 29 (??/??/92)  346.265  (m)         1136.04   (f) ADJ UNCH    1 2
 NK0214
 NK0214.Superseded values are not recommended for survey control.
 NK0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0214.See file dsdata.txt to determine how the superseded data were derived.
 NK0214
 NK0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH835446(NAD 83)
 NK0214_MARKER: DD = SURVEY DISK
 NK0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0214_STAMPING: 35-202
 NK0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0214+STABILITY: SURFACE MOTION
 NK0214
 NK0214  HISTORY     - Date     Condition        Report By
 NK0214  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0214  HISTORY     - 1934     GOOD             IAGS
 NK0214
 NK0214                          STATION DESCRIPTION
 NK0214
 NK0214'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0214'1.7 MI S FROM SHEFFIELD.
 NK0214'1-2/3 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE SOUTH CITY
 NK0214'LIMITS AT SHEFFIELD, IN SEC. 22, T. 93 N., R. 20 W., ABOUT 588
 NK0214'FEET SOUTH OF THE LINE OF A FENCE ALONG THE EAST-AND-WEST
 NK0214'QUARTER-SECTION LINE, 26.6 FEET NORTH-NORTHEAST OF PAVEMENT
 NK0214'STATION MARK 1081, 26.2 FEET EAST OF THE CENTERLINE OF THE
 NK0214'HIGHWAY AT STATION 1081+20.5, 13.2 FEET NORTH-NORTHWEST OF A
 NK0214'SPIKE IN THE WEST BASE OF A POWER-TRANSMISSON LINE POLE WITH A
 NK0214'SUB-BASE, AT THE TOP OF THE EAST BACK SLOPE, 6.1 FEET WEST OF
 NK0214'THE RIGHT-OF-WAY FENCE, AND 0.4 FOOT UNDER GROUND.  A STATE
 NK0214'SURVEY STANDARD DISK, STAMPED 35-202 AND SET IN THE TOP OF A
 NK0214'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0215 ***********************************************************************
 NK0215  DESIGNATION -  35 203
 NK0215  PID         -  NK0215
 NK0215  STATE/COUNTY-  IA/FRANKLIN
 NK0215  USGS QUAD   -  HAMPTON NORTH (1972)
 NK0215
 NK0215                         *CURRENT SURVEY CONTROL
 NK0215  ___________________________________________________________________
 NK0215* NAD 83(1986)-  42 50 16.     (N)    093 12 10.     (W)     SCALED    
 NK0215* NAVD 88     -       347.365  (meters)    1139.65   (feet)  ADJUSTED  
 NK0215  ___________________________________________________________________
 NK0215  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 NK0215  DYNAMIC HT  -         347.279 (meters)    1139.36  (feet)  COMP
 NK0215  MODELED GRAV-     980,362.3   (mgal)                       NAVD 88
 NK0215
 NK0215  VERT ORDER  -  FIRST     CLASS II
 NK0215
 NK0215.The horizontal coordinates were scaled from a topographic map and have
 NK0215.an estimated accuracy of +/- 6 seconds.
 NK0215
 NK0215.The orthometric height was determined by differential leveling
 NK0215.and adjusted by the National Geodetic Survey in June 1991..
 NK0215
 NK0215.The geoid height was determined by GEOID03.
 NK0215
 NK0215.The dynamic height is computed by dividing the NAVD 88
 NK0215.geopotential number by the normal gravity value computed on the
 NK0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0215.degrees latitude (g = 980.6199 gals.).
 NK0215
 NK0215.The modeled gravity was interpolated from observed gravity values.
 NK0215
 NK0215;                    North         East    Units  Estimated Accuracy
 NK0215;SPC IA N     - 1,148,640.    1,524,300.      MT  (+/- 180 meters Scaled)
 NK0215
 NK0215                          SUPERSEDED SURVEY CONTROL
 NK0215
 NK0215  NGVD 29 (??/??/92)  347.375  (m)         1139.68   (f) ADJ UNCH    1 2
 NK0215
 NK0215.Superseded values are not recommended for survey control.
 NK0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0215.See file dsdata.txt to determine how the superseded data were derived.
 NK0215
 NK0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834428(NAD 83)
 NK0215_MARKER: DD = SURVEY DISK
 NK0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0215_STAMPING: 35-203
 NK0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0215+STABILITY: SURFACE MOTION
 NK0215
 NK0215  HISTORY     - Date     Condition        Report By
 NK0215  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0215  HISTORY     - 1934     GOOD             IAGS
 NK0215
 NK0215                          STATION DESCRIPTION
 NK0215
 NK0215'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0215'2.8 MI S FROM SHEFFIELD.
 NK0215'2-3/4 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE SOUTH CITY
 NK0215'LIMITS AT SHEFFIELD, IN SEC.28, T. 93 N., R. 20 W., ABOUT 275
 NK0215'FEET NORTH OF THE LINE OF A FENCE ALONG THE QUARTER-QUARTER
 NK0215'SECTION THROUGH THE SOUTH HALF OF SECTION 28, 91.8 FEET
 NK0215'NORTH-NORTHWEST OF PAVEMENT STATION MARK 1023, 35.6 FEET
 NK0215'SOUTHWEST OF STATION MARK 1023+86, AT THE TOE OF THE WEST BACK
 NK0215'SLOPE, AND 7 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STATE
 NK0215'SURVEY STANDARD DISK, STAMPED 35-203 AND SET IN THE TOP OF A
 NK0215'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0216 ***********************************************************************
 NK0216  DESIGNATION -  35 204
 NK0216  PID         -  NK0216
 NK0216  STATE/COUNTY-  IA/FRANKLIN
 NK0216  USGS QUAD   -  HAMPTON NORTH (1972)
 NK0216
 NK0216                         *CURRENT SURVEY CONTROL
 NK0216  ___________________________________________________________________
 NK0216* NAD 83(1986)-  42 49 44.     (N)    093 12 10.     (W)     SCALED    
 NK0216* NAVD 88     -       348.584  (meters)    1143.65   (feet)  ADJUSTED  
 NK0216  ___________________________________________________________________
 NK0216  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 NK0216  DYNAMIC HT  -         348.496 (meters)    1143.36  (feet)  COMP
 NK0216  MODELED GRAV-     980,358.1   (mgal)                       NAVD 88
 NK0216
 NK0216  VERT ORDER  -  FIRST     CLASS II
 NK0216
 NK0216.The horizontal coordinates were scaled from a topographic map and have
 NK0216.an estimated accuracy of +/- 6 seconds.
 NK0216
 NK0216.The orthometric height was determined by differential leveling
 NK0216.and adjusted by the National Geodetic Survey in June 1991..
 NK0216
 NK0216.The geoid height was determined by GEOID03.
 NK0216
 NK0216.The dynamic height is computed by dividing the NAVD 88
 NK0216.geopotential number by the normal gravity value computed on the
 NK0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0216.degrees latitude (g = 980.6199 gals.).
 NK0216
 NK0216.The modeled gravity was interpolated from observed gravity values.
 NK0216
 NK0216;                    North         East    Units  Estimated Accuracy
 NK0216;SPC IA N     - 1,147,650.    1,524,300.      MT  (+/- 180 meters Scaled)
 NK0216
 NK0216                          SUPERSEDED SURVEY CONTROL
 NK0216
 NK0216  NGVD 29 (??/??/92)  348.593  (m)         1143.68   (f) ADJ UNCH    1 2
 NK0216
 NK0216.Superseded values are not recommended for survey control.
 NK0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0216.See file dsdata.txt to determine how the superseded data were derived.
 NK0216
 NK0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834418(NAD 83)
 NK0216_MARKER: DD = SURVEY DISK
 NK0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0216_STAMPING: 35-204
 NK0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0216+STABILITY: SURFACE MOTION
 NK0216
 NK0216  HISTORY     - Date     Condition        Report By
 NK0216  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0216  HISTORY     - 1934     GOOD             IAGS
 NK0216
 NK0216                          STATION DESCRIPTION
 NK0216
 NK0216'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0216'3.3 MI S FROM SHEFFIELD.
 NK0216'3-1/3 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE SOUTH CITY
 NK0216'LIMITS OF SHEFFIELD, IN SEC. 33, T. 93 N., R. 20 W., 61.2 FEET
 NK0216'NORTHWEST OF PAVEMENT STATION MARK 987, 62.3 FEET SOUTHWEST
 NK0216'OF STATION MARK 988, 33 FEET SOUTH OF A POWER-TRANSMISSION
 NK0216'LINE POLE, 27.9 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AT
 NK0216'STATION 987+49, AT THE TOE OF THE BACK SLOPE, AND 4.3 FEET EAST OF
 NK0216'THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0216'35-204 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 NK0216'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0217 ***********************************************************************
 NK0217  DESIGNATION -  35 205
 NK0217  PID         -  NK0217
 NK0217  STATE/COUNTY-  IA/FRANKLIN
 NK0217  USGS QUAD   -  HAMPTON NORTH (1972)
 NK0217
 NK0217                         *CURRENT SURVEY CONTROL
 NK0217  ___________________________________________________________________
 NK0217* NAD 83(1986)-  42 49 18.     (N)    093 12 09.     (W)     SCALED    
 NK0217* NAVD 88     -       353.039  (meters)    1158.26   (feet)  ADJUSTED  
 NK0217  ___________________________________________________________________
 NK0217  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 NK0217  DYNAMIC HT  -         352.948 (meters)    1157.96  (feet)  COMP
 NK0217  MODELED GRAV-     980,354.4   (mgal)                       NAVD 88
 NK0217
 NK0217  VERT ORDER  -  FIRST     CLASS II
 NK0217
 NK0217.The horizontal coordinates were scaled from a topographic map and have
 NK0217.an estimated accuracy of +/- 6 seconds.
 NK0217
 NK0217.The orthometric height was determined by differential leveling
 NK0217.and adjusted by the National Geodetic Survey in June 1991..
 NK0217
 NK0217.The geoid height was determined by GEOID03.
 NK0217
 NK0217.The dynamic height is computed by dividing the NAVD 88
 NK0217.geopotential number by the normal gravity value computed on the
 NK0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0217.degrees latitude (g = 980.6199 gals.).
 NK0217
 NK0217.The modeled gravity was interpolated from observed gravity values.
 NK0217
 NK0217;                    North         East    Units  Estimated Accuracy
 NK0217;SPC IA N     - 1,146,850.    1,524,330.      MT  (+/- 180 meters Scaled)
 NK0217
 NK0217                          SUPERSEDED SURVEY CONTROL
 NK0217
 NK0217  NGVD 29 (??/??/92)  353.046  (m)         1158.29   (f) ADJ UNCH    1 2
 NK0217
 NK0217.Superseded values are not recommended for survey control.
 NK0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0217.See file dsdata.txt to determine how the superseded data were derived.
 NK0217
 NK0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834410(NAD 83)
 NK0217_MARKER: DD = SURVEY DISK
 NK0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0217_STAMPING: 35-205
 NK0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0217+STABILITY: SURFACE MOTION
 NK0217
 NK0217  HISTORY     - Date     Condition        Report By
 NK0217  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0217  HISTORY     - 1934     GOOD             IAGS
 NK0217
 NK0217                          STATION DESCRIPTION
 NK0217
 NK0217'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0217'3.3 MI S FROM SHEFFIELD.
 NK0217'3-2/3 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE SOUTH CITY
 NK0217'LIMITS AT SHEFFIELD, IN SEC. 33, T. 93 N., R. 20 W., 78 FEET
 NK0217'NORTH OF THE LINE OF THE NORTH SIDE OF A HOUSE ON THE EAST SIDE
 NK0217'OF THE HIGHWAY, 67.8 FEET NORTH-NORTHWEST OF PAVEMENT STATION
 NK0217'MARK 965, 53.5 FEET SOUTHWEST OF STATION MARK 966, 27.0 FEET
 NK0217'WEST OF THE CENTERLINE OF THE HIGHWAY AT STATION 965+60, AT
 NK0217'THE TOE OF THE WEST BACK SLOPE, 5.0 FEET EAST OF THE RIGHT-OF-WAY
 NK0217'FENCE, AND 0.2 FOOT UNDER GROUND.  A STATE SURVEY STANDARD DISK,
 NK0217'STAMPED 35-205 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0218 ***********************************************************************
 NK0218  DESIGNATION -  35 206
 NK0218  PID         -  NK0218
 NK0218  STATE/COUNTY-  IA/FRANKLIN
 NK0218  USGS QUAD   -  HAMPTON NORTH (1972)
 NK0218
 NK0218                         *CURRENT SURVEY CONTROL
 NK0218  ___________________________________________________________________
 NK0218* NAD 83(1986)-  42 48 44.     (N)    093 12 07.     (W)     SCALED    
 NK0218* NAVD 88     -       347.111  (meters)    1138.81   (feet)  ADJUSTED  
 NK0218  ___________________________________________________________________
 NK0218  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 NK0218  DYNAMIC HT  -         347.020 (meters)    1138.51  (feet)  COMP
 NK0218  MODELED GRAV-     980,349.5   (mgal)                       NAVD 88
 NK0218
 NK0218  VERT ORDER  -  FIRST     CLASS II
 NK0218
 NK0218.The horizontal coordinates were scaled from a topographic map and have
 NK0218.an estimated accuracy of +/- 6 seconds.
 NK0218
 NK0218.The orthometric height was determined by differential leveling
 NK0218.and adjusted by the National Geodetic Survey in June 1991..
 NK0218
 NK0218.The geoid height was determined by GEOID03.
 NK0218
 NK0218.The dynamic height is computed by dividing the NAVD 88
 NK0218.geopotential number by the normal gravity value computed on the
 NK0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0218.degrees latitude (g = 980.6199 gals.).
 NK0218
 NK0218.The modeled gravity was interpolated from observed gravity values.
 NK0218
 NK0218;                    North         East    Units  Estimated Accuracy
 NK0218;SPC IA N     - 1,145,800.    1,524,380.      MT  (+/- 180 meters Scaled)
 NK0218
 NK0218                          SUPERSEDED SURVEY CONTROL
 NK0218
 NK0218  NGVD 29 (??/??/92)  347.118  (m)         1138.84   (f) ADJ UNCH    1 2
 NK0218
 NK0218.Superseded values are not recommended for survey control.
 NK0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0218.See file dsdata.txt to determine how the superseded data were derived.
 NK0218
 NK0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834399(NAD 83)
 NK0218_MARKER: DD = SURVEY DISK
 NK0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0218_STAMPING: 35-206
 NK0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0218+STABILITY: SURFACE MOTION
 NK0218
 NK0218  HISTORY     - Date     Condition        Report By
 NK0218  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0218  HISTORY     - 1934     GOOD             IAGS
 NK0218
 NK0218                          STATION DESCRIPTION
 NK0218
 NK0218'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0218'4.9 MI N FROM HAMPTON.
 NK0218'4-7/8 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION
 NK0218'OF STATE HIGHWAY 10 AT HAMPTON, IN SEC. 3, T. 92 N., R. 20 W.,
 NK0218'AT A FARM ENTRANCE DRIVE, 68 FEET SOUTH OF THE NORTH LINE OF A
 NK0218'HOUSE EAST OF THE HIGHWAY, 68.2 FEET NORTH-NORTHEAST OF
 NK0218'PAVEMENT STATION MARK 931, 40 FEET SOUTHEAST OF STATION MARK
 NK0218'932, 29.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AT STATION
 NK0218'931+65.5, 5.0 FEET NORTHWEST OF THE NORTH STEEL POST OF A GATE,
 NK0218'4.2 FEET EAST-NORTHEAST OF THE NORTH END OF A 21-INCH
 NK0218'CORRUGATED-IRON CULVERT UNDER THE FARM ENTRANCE, AND 3.2 FEET
 NK0218'WEST OF THE FRONT YARD FENCE.  A STATE SURVEY STANDARD DISK,
 NK0218'STAMPED 35-206 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 NK0218'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0219 ***********************************************************************
 NK0219  DESIGNATION -  35 207
 NK0219  PID         -  NK0219
 NK0219  STATE/COUNTY-  IA/FRANKLIN
 NK0219  USGS QUAD   -  HAMPTON NORTH (1972)
 NK0219
 NK0219                         *CURRENT SURVEY CONTROL
 NK0219  ___________________________________________________________________
 NK0219* NAD 83(1986)-  42 48 12.     (N)    093 12 06.     (W)     SCALED    
 NK0219* NAVD 88     -       337.753  (meters)    1108.11   (feet)  ADJUSTED  
 NK0219  ___________________________________________________________________
 NK0219  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 NK0219  DYNAMIC HT  -         337.664 (meters)    1107.82  (feet)  COMP
 NK0219  MODELED GRAV-     980,345.0   (mgal)                       NAVD 88
 NK0219
 NK0219  VERT ORDER  -  FIRST     CLASS II
 NK0219
 NK0219.The horizontal coordinates were scaled from a topographic map and have
 NK0219.an estimated accuracy of +/- 6 seconds.
 NK0219
 NK0219.The orthometric height was determined by differential leveling
 NK0219.and adjusted by the National Geodetic Survey in June 1991..
 NK0219
 NK0219.The geoid height was determined by GEOID03.
 NK0219
 NK0219.The dynamic height is computed by dividing the NAVD 88
 NK0219.geopotential number by the normal gravity value computed on the
 NK0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0219.degrees latitude (g = 980.6199 gals.).
 NK0219
 NK0219.The modeled gravity was interpolated from observed gravity values.
 NK0219
 NK0219;                    North         East    Units  Estimated Accuracy
 NK0219;SPC IA N     - 1,144,810.    1,524,400.      MT  (+/- 180 meters Scaled)
 NK0219
 NK0219                          SUPERSEDED SURVEY CONTROL
 NK0219
 NK0219  NGVD 29 (??/??/92)  337.759  (m)         1108.13   (f) ADJ UNCH    1 2
 NK0219
 NK0219.Superseded values are not recommended for survey control.
 NK0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0219.See file dsdata.txt to determine how the superseded data were derived.
 NK0219
 NK0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH835389(NAD 83)
 NK0219_MARKER: DD = SURVEY DISK
 NK0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0219_STAMPING: 35-207
 NK0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0219+STABILITY: SURFACE MOTION
 NK0219
 NK0219  HISTORY     - Date     Condition        Report By
 NK0219  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0219  HISTORY     - 1934     GOOD             IAGS
 NK0219
 NK0219                          STATION DESCRIPTION
 NK0219
 NK0219'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0219'4.3 MI N FROM HAMPTON.
 NK0219'4.3 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION
 NK0219'OF STATE HIGHWAY 10 AT HAMPTON, AT THE SOUTHWEST CORNER OF SEC.
 NK0219'3, T. 92 N., R. 20 W., AT A ROAD INTERSECTION, ABOUT 171 FEET
 NK0219'NORTH OF A STEEL RAIL RIGHT-OF-WAY MARKER AT THE NORTHEAST
 NK0219'CORNER, 82.5 FEET SOUTH OF THE LINE OF THE SOUTH SIDE OF A
 NK0219'HOUSE WEST OF THE HIGHWAY, 75.1 FEET NORTH-NORTHEAST OF PAVEMENT
 NK0219'STATION MARK 899, 31 FEET SOUTHEAST OF STATION MARK 900, 24.9
 NK0219'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AT STATION 899+73.5,
 NK0219'AT THE TOE OF THE EAST BACK SLOPE, 8.5 FEET WEST OF THE
 NK0219'RIGHT-OF-WAY FENCE, AND 0.2 FOOT UNDER GROUND.  A STATE SURVEY
 NK0219'STANDARD DISK, STAMPED 35-207 AND SET IN THE TOP OF A CONCRETE
 NK0219'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0220 ***********************************************************************
 NK0220  DESIGNATION -  35 208
 NK0220  PID         -  NK0220
 NK0220  STATE/COUNTY-  IA/FRANKLIN
 NK0220  USGS QUAD   -  HAMPTON NORTH (1972)
 NK0220
 NK0220                         *CURRENT SURVEY CONTROL
 NK0220  ___________________________________________________________________
 NK0220* NAD 83(1986)-  42 47 24.     (N)    093 12 07.     (W)     SCALED    
 NK0220* NAVD 88     -       326.929  (meters)    1072.60   (feet)  ADJUSTED  
 NK0220  ___________________________________________________________________
 NK0220  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 NK0220  DYNAMIC HT  -         326.840 (meters)    1072.31  (feet)  COMP
 NK0220  MODELED GRAV-     980,338.7   (mgal)                       NAVD 88
 NK0220
 NK0220  VERT ORDER  -  FIRST     CLASS II
 NK0220
 NK0220.The horizontal coordinates were scaled from a topographic map and have
 NK0220.an estimated accuracy of +/- 6 seconds.
 NK0220
 NK0220.The orthometric height was determined by differential leveling
 NK0220.and adjusted by the National Geodetic Survey in June 1991..
 NK0220
 NK0220.The geoid height was determined by GEOID03.
 NK0220
 NK0220.The dynamic height is computed by dividing the NAVD 88
 NK0220.geopotential number by the normal gravity value computed on the
 NK0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0220.degrees latitude (g = 980.6199 gals.).
 NK0220
 NK0220.The modeled gravity was interpolated from observed gravity values.
 NK0220
 NK0220;                    North         East    Units  Estimated Accuracy
 NK0220;SPC IA N     - 1,143,330.    1,524,390.      MT  (+/- 180 meters Scaled)
 NK0220
 NK0220                          SUPERSEDED SURVEY CONTROL
 NK0220
 NK0220  NGVD 29 (??/??/92)  326.934  (m)         1072.62   (f) ADJ UNCH    1 2
 NK0220
 NK0220.Superseded values are not recommended for survey control.
 NK0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0220.See file dsdata.txt to determine how the superseded data were derived.
 NK0220
 NK0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834375(NAD 83)
 NK0220_MARKER: DD = SURVEY DISK
 NK0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0220_STAMPING: 35-208
 NK0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0220+STABILITY: SURFACE MOTION
 NK0220
 NK0220  HISTORY     - Date     Condition        Report By
 NK0220  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0220  HISTORY     - 1934     GOOD             IAGS
 NK0220
 NK0220                          STATION DESCRIPTION
 NK0220
 NK0220'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0220'3.4 MI N FROM HAMPTON.
 NK0220'3.35 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION
 NK0220'OF STATE HIGHWAY 10 AT HAMPTON, IN SEC. 15, T. 92 N., R. 20 W.,
 NK0220'77.6 FEET NORTH OF THE LINE OF THE NORTH SIDE OF A HOUSE EAST OF
 NK0220'THE HIGHWAY, 51.6 FEET SOUTH-SOUTHEAST OF PAVEMENT STATION
 NK0220'MARK 852, 52.1 FEET NORTH-NORTHEAST OF STATION MARK 851, 27.0
 NK0220'FEET SOUTH-SOUTHWEST OF A SPIKE IN THE WEST SIDE OF THE BASE
 NK0220'OF AN 8-INCH CEDAR CORNER POST EAST OF THE HIGHWAY, 20.8 FEET
 NK0220'EAST OF THE CENTERLINE OF THE HIGHWAY AT STATION 851+51, IN
 NK0220'THE EAST DITCH, AND 10.2 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 NK0220'A STATE SURVEY STANDARD DISK, STAMPED 35-208 AND SET IN THE TOP
 NK0220'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0221 ***********************************************************************
 NK0221  DESIGNATION -  35 209
 NK0221  PID         -  NK0221
 NK0221  STATE/COUNTY-  IA/FRANKLIN
 NK0221  USGS QUAD   -  HAMPTON NORTH (1972)
 NK0221
 NK0221                         *CURRENT SURVEY CONTROL
 NK0221  ___________________________________________________________________
 NK0221* NAD 83(1986)-  42 46 58.     (N)    093 12 07.     (W)     SCALED    
 NK0221* NAVD 88     -       335.379  (meters)    1100.32   (feet)  ADJUSTED  
 NK0221  ___________________________________________________________________
 NK0221  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 NK0221  DYNAMIC HT  -         335.286 (meters)    1100.02  (feet)  COMP
 NK0221  MODELED GRAV-     980,335.2   (mgal)                       NAVD 88
 NK0221
 NK0221  VERT ORDER  -  FIRST     CLASS II
 NK0221
 NK0221.The horizontal coordinates were scaled from a topographic map and have
 NK0221.an estimated accuracy of +/- 6 seconds.
 NK0221
 NK0221.The orthometric height was determined by differential leveling
 NK0221.and adjusted by the National Geodetic Survey in June 1991..
 NK0221
 NK0221.The geoid height was determined by GEOID03.
 NK0221
 NK0221.The dynamic height is computed by dividing the NAVD 88
 NK0221.geopotential number by the normal gravity value computed on the
 NK0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0221.degrees latitude (g = 980.6199 gals.).
 NK0221
 NK0221.The modeled gravity was interpolated from observed gravity values.
 NK0221
 NK0221;                    North         East    Units  Estimated Accuracy
 NK0221;SPC IA N     - 1,142,530.    1,524,390.      MT  (+/- 180 meters Scaled)
 NK0221
 NK0221                          SUPERSEDED SURVEY CONTROL
 NK0221
 NK0221  NGVD 29 (??/??/92)  335.381  (m)         1100.33   (f) ADJ UNCH    1 2
 NK0221
 NK0221.Superseded values are not recommended for survey control.
 NK0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0221.See file dsdata.txt to determine how the superseded data were derived.
 NK0221
 NK0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834367(NAD 83)
 NK0221_MARKER: DD = SURVEY DISK
 NK0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0221_STAMPING: 35-209
 NK0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0221+STABILITY: SURFACE MOTION
 NK0221
 NK0221  HISTORY     - Date     Condition        Report By
 NK0221  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0221  HISTORY     - 1934     GOOD             IAGS
 NK0221
 NK0221                          STATION DESCRIPTION
 NK0221
 NK0221'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0221'2.8 MI N FROM HAMPTON.
 NK0221'2.8 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION
 NK0221'OF STATE HIGHWAY 10 AT HAMPTON, IN SEC. 15, T. 92 N., R. 20 W.,
 NK0221'32.0 FEET SOUTH OF THE LINE OF THE NORTH SIDE OF A HOUSE WEST
 NK0221'OF THE HIGHWAY, 55.1 FEET SOUTH-SOUTHEAST OF PAVEMENT STATION
 NK0221'MARK 824, 46.8 FEET NORTH-NORTHEAST OF STATION MARK 823, 20.6 FEET
 NK0221'EAST OF THE CENTERLINE OF THE HIGHWAY AT STATION 823+45.5, AT
 NK0221'THE TOE OF THE EAST DITCH SLOPE, AND 46.1 FEET WEST OF THE
 NK0221'RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0221'35-209 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 NK0221'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0222 ***********************************************************************
 NK0222  DESIGNATION -  35 210
 NK0222  PID         -  NK0222
 NK0222  STATE/COUNTY-  IA/FRANKLIN
 NK0222  USGS QUAD   -  HAMPTON NORTH (1972)
 NK0222
 NK0222                         *CURRENT SURVEY CONTROL
 NK0222  ___________________________________________________________________
 NK0222* NAD 83(1986)-  42 46 13.     (N)    093 12 07.     (W)     SCALED    
 NK0222* NAVD 88     -       341.042  (meters)    1118.90   (feet)  ADJUSTED  
 NK0222  ___________________________________________________________________
 NK0222  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 NK0222  DYNAMIC HT  -         340.946 (meters)    1118.59  (feet)  COMP
 NK0222  MODELED GRAV-     980,329.1   (mgal)                       NAVD 88
 NK0222
 NK0222  VERT ORDER  -  FIRST     CLASS II
 NK0222
 NK0222.The horizontal coordinates were scaled from a topographic map and have
 NK0222.an estimated accuracy of +/- 6 seconds.
 NK0222
 NK0222.The orthometric height was determined by differential leveling
 NK0222.and adjusted by the National Geodetic Survey in June 1991..
 NK0222
 NK0222.The geoid height was determined by GEOID03.
 NK0222
 NK0222.The dynamic height is computed by dividing the NAVD 88
 NK0222.geopotential number by the normal gravity value computed on the
 NK0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0222.degrees latitude (g = 980.6199 gals.).
 NK0222
 NK0222.The modeled gravity was interpolated from observed gravity values.
 NK0222
 NK0222;                    North         East    Units  Estimated Accuracy
 NK0222;SPC IA N     - 1,141,140.    1,524,390.      MT  (+/- 180 meters Scaled)
 NK0222
 NK0222                          SUPERSEDED SURVEY CONTROL
 NK0222
 NK0222  NGVD 29 (??/??/92)  341.043  (m)         1118.91   (f) ADJ UNCH    1 2
 NK0222
 NK0222.Superseded values are not recommended for survey control.
 NK0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0222.See file dsdata.txt to determine how the superseded data were derived.
 NK0222
 NK0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834353(NAD 83)
 NK0222_MARKER: DD = SURVEY DISK
 NK0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0222_STAMPING: 35-210
 NK0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0222+STABILITY: SURFACE MOTION
 NK0222
 NK0222  HISTORY     - Date     Condition        Report By
 NK0222  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0222  HISTORY     - 1934     GOOD             IAGS
 NK0222
 NK0222                          STATION DESCRIPTION
 NK0222
 NK0222'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0222'2 MI N FROM HAMPTON.
 NK0222'2.0 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF
 NK0222'STATE HIGHWAY 10 AT HAMPTON, IN SEC. 22, T. 92 N., R 20 W., 83.3
 NK0222'FEET SOUTH-SOUTHEAST OF PAVEMENT STATION MARK 776, 21.3 FEET
 NK0222'NORTHEAST OF STATION MARK 775, 21.3 FEET EAST OF THE CENTERLINE OF
 NK0222'THE HIGHWAY AT STATION 775+17, 16.4 FEET NORTH OF THE NORTH END
 NK0222'OF A 15 INCH CORRUGATED-IRON CULVERT UNDER A FIELD ENTRANCE EAST
 NK0222'OF THE HIGHWAY, 15.5 FEET WEST OF A 7-INCH EVERGREEN TREE NEAREST
 NK0222'TO THE GATE, IN THE EAST DITCH OF THE HIGHWAY, AND 7.6 FEET WEST
 NK0222'OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK,
 NK0222'STAMPED 35-210 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0224 ***********************************************************************
 NK0224  DESIGNATION -  35 212
 NK0224  PID         -  NK0224
 NK0224  STATE/COUNTY-  IA/FRANKLIN
 NK0224  USGS QUAD   -  HAMPTON NORTH (1972)
 NK0224
 NK0224                         *CURRENT SURVEY CONTROL
 NK0224  ___________________________________________________________________
 NK0224* NAD 83(1986)-  42 45 09.     (N)    093 12 08.     (W)     SCALED    
 NK0224* NAVD 88     -       345.540  (meters)    1133.66   (feet)  ADJUSTED  
 NK0224  ___________________________________________________________________
 NK0224  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 NK0224  DYNAMIC HT  -         345.440 (meters)    1133.33  (feet)  COMP
 NK0224  MODELED GRAV-     980,320.8   (mgal)                       NAVD 88
 NK0224
 NK0224  VERT ORDER  -  FIRST     CLASS II
 NK0224
 NK0224.The horizontal coordinates were scaled from a topographic map and have
 NK0224.an estimated accuracy of +/- 6 seconds.
 NK0224
 NK0224.The orthometric height was determined by differential leveling
 NK0224.and adjusted by the National Geodetic Survey in June 1991..
 NK0224
 NK0224.The geoid height was determined by GEOID03.
 NK0224
 NK0224.The dynamic height is computed by dividing the NAVD 88
 NK0224.geopotential number by the normal gravity value computed on the
 NK0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0224.degrees latitude (g = 980.6199 gals.).
 NK0224
 NK0224.The modeled gravity was interpolated from observed gravity values.
 NK0224
 NK0224;                    North         East    Units  Estimated Accuracy
 NK0224;SPC IA N     - 1,139,170.    1,524,380.      MT  (+/- 180 meters Scaled)
 NK0224
 NK0224                          SUPERSEDED SURVEY CONTROL
 NK0224
 NK0224  NGVD 29 (??/??/92)  345.538  (m)         1133.65   (f) ADJ UNCH    1 2
 NK0224
 NK0224.Superseded values are not recommended for survey control.
 NK0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0224.See file dsdata.txt to determine how the superseded data were derived.
 NK0224
 NK0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834333(NAD 83)
 NK0224_MARKER: DD = SURVEY DISK
 NK0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0224_STAMPING: 35-212
 NK0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0224+STABILITY: SURFACE MOTION
 NK0224
 NK0224  HISTORY     - Date     Condition        Report By
 NK0224  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0224  HISTORY     - 1934     GOOD             IAGS
 NK0224
 NK0224                          STATION DESCRIPTION
 NK0224
 NK0224'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0224'AT HAMPTON.
 NK0224'AT HAMPTON, 3/4 MILE NORTH ALONG U.S. HIGHWAY 65 FROM THE
 NK0224'INTERSECTION OF STATE HIGHWAY 10, NEAR THE NORTH END OF THE
 NK0224'CONCRETE WALK ALONG THE EAST SIDE OF THE HIGHWAY, BETWEEN THE
 NK0224'HIGHWAY PAVEMENT AND THE SIDEWALK, 24.5 FEET SOUTH OF THE
 NK0224'CENTERLINE OF A 34-FOOT APRON ON THE EAST-AND-WEST
 NK0224'QUARTER-SECTION LINE OF SEC. 27, T. 92 N., R. 20 W., 11.1 FEET
 NK0224'SOUTH-SOUTHEAST OF A MANHOLE COVER IN THE PAVEMENT, 12.7 FEET
 NK0224'WEST-SOUTHWEST OF A MANHOLE COVER EAST OF THE SIDEWALK, 24.3
 NK0224'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 4.6 FEET WEST
 NK0224'OF THE WEST EDGE OF THE SIDEWALK.  A STATE SURVEY STANDARD
 NK0224'DISK, STAMPED 35-212 AND SET IN THE TOP OF A CONCRETE POST
 NK0224'ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0225 ***********************************************************************
 NK0225  DESIGNATION -  35 213
 NK0225  PID         -  NK0225
 NK0225  STATE/COUNTY-  IA/FRANKLIN
 NK0225  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0225
 NK0225                         *CURRENT SURVEY CONTROL
 NK0225  ___________________________________________________________________
 NK0225* NAD 83(1986)-  42 44 55.     (N)    093 12 07.     (W)     SCALED    
 NK0225* NAVD 88     -       345.694  (meters)    1134.16   (feet)  ADJUSTED  
 NK0225  ___________________________________________________________________
 NK0225  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 NK0225  DYNAMIC HT  -         345.593 (meters)    1133.83  (feet)  COMP
 NK0225  MODELED GRAV-     980,318.8   (mgal)                       NAVD 88
 NK0225
 NK0225  VERT ORDER  -  FIRST     CLASS II
 NK0225
 NK0225.The horizontal coordinates were scaled from a topographic map and have
 NK0225.an estimated accuracy of +/- 6 seconds.
 NK0225
 NK0225.The orthometric height was determined by differential leveling
 NK0225.and adjusted by the National Geodetic Survey in June 1991..
 NK0225
 NK0225.The geoid height was determined by GEOID03.
 NK0225
 NK0225.The dynamic height is computed by dividing the NAVD 88
 NK0225.geopotential number by the normal gravity value computed on the
 NK0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0225.degrees latitude (g = 980.6199 gals.).
 NK0225
 NK0225.The modeled gravity was interpolated from observed gravity values.
 NK0225
 NK0225;                    North         East    Units  Estimated Accuracy
 NK0225;SPC IA N     - 1,138,740.    1,524,400.      MT  (+/- 180 meters Scaled)
 NK0225
 NK0225                          SUPERSEDED SURVEY CONTROL
 NK0225
 NK0225  NGVD 29 (??/??/92)  345.690  (m)         1134.15   (f) ADJ UNCH    1 2
 NK0225
 NK0225.Superseded values are not recommended for survey control.
 NK0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0225.See file dsdata.txt to determine how the superseded data were derived.
 NK0225
 NK0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834329(NAD 83)
 NK0225_MARKER: DD = SURVEY DISK
 NK0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0225_STAMPING: 35-213
 NK0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0225+STABILITY: SURFACE MOTION
 NK0225
 NK0225  HISTORY     - Date     Condition        Report By
 NK0225  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0225  HISTORY     - 1934     GOOD             IAGS
 NK0225  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0225
 NK0225                          STATION DESCRIPTION
 NK0225
 NK0225'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0225'AT HAMPTON.
 NK0225'AT HAMPTON, ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 65 FROM THE
 NK0225'INTERSECTION OF STATE HIGHWAY 10, AT THE CHICAGO GREAT WESTERN
 NK0225'RAILWAY CROSSING, 189 FEET SOUTH OF THE SOUTH RAIL, 2.7 FEET
 NK0225'NORTH OF THE LINE OF THE NORTH SIDE OF A HOUSE ON THE EAST SIDE
 NK0225'OF THE HIGHWAY, BETWEEN THE SIDEWALK AND THE HIGHWAY PAVEMENT,
 NK0225'21.3 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.1 FEET
 NK0225'WEST OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD
 NK0225'DISK, STAMPED 35-213 AND SET IN THE TOP OF A CONCRETE POST
 NK0225'PROJECTING 5 INCHES ABOVE GROUND.
 NK0225
 NK0225                          STATION RECOVERY (1974)
 NK0225
 NK0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0226 ***********************************************************************
 NK0226  DESIGNATION -  35 214
 NK0226  PID         -  NK0226
 NK0226  STATE/COUNTY-  IA/FRANKLIN
 NK0226  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0226
 NK0226                         *CURRENT SURVEY CONTROL
 NK0226  ___________________________________________________________________
 NK0226* NAD 83(1986)-  42 44 37.     (N)    093 12 07.     (W)     SCALED    
 NK0226* NAVD 88     -       345.918  (meters)    1134.90   (feet)  ADJUSTED  
 NK0226  ___________________________________________________________________
 NK0226  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 NK0226  DYNAMIC HT  -         345.816 (meters)    1134.56  (feet)  COMP
 NK0226  MODELED GRAV-     980,316.5   (mgal)                       NAVD 88
 NK0226
 NK0226  VERT ORDER  -  FIRST     CLASS II
 NK0226
 NK0226.The horizontal coordinates were scaled from a topographic map and have
 NK0226.an estimated accuracy of +/- 6 seconds.
 NK0226
 NK0226.The orthometric height was determined by differential leveling
 NK0226.and adjusted by the National Geodetic Survey in June 1991..
 NK0226
 NK0226.The geoid height was determined by GEOID03.
 NK0226
 NK0226.The dynamic height is computed by dividing the NAVD 88
 NK0226.geopotential number by the normal gravity value computed on the
 NK0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0226.degrees latitude (g = 980.6199 gals.).
 NK0226
 NK0226.The modeled gravity was interpolated from observed gravity values.
 NK0226
 NK0226;                    North         East    Units  Estimated Accuracy
 NK0226;SPC IA N     - 1,138,180.    1,524,400.      MT  (+/- 180 meters Scaled)
 NK0226
 NK0226                          SUPERSEDED SURVEY CONTROL
 NK0226
 NK0226  NGVD 29 (??/??/92)  345.913  (m)         1134.88   (f) ADJ UNCH    1 2
 NK0226
 NK0226.Superseded values are not recommended for survey control.
 NK0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0226.See file dsdata.txt to determine how the superseded data were derived.
 NK0226
 NK0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834323(NAD 83)
 NK0226_MARKER: DD = SURVEY DISK
 NK0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0226_STAMPING: 35-214
 NK0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0226+STABILITY: SURFACE MOTION
 NK0226
 NK0226  HISTORY     - Date     Condition        Report By
 NK0226  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0226  HISTORY     - 1934     GOOD             IAGS
 NK0226
 NK0226                          STATION DESCRIPTION
 NK0226
 NK0226'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0226'AT HAMPTON.
 NK0226'AT HAMPTON, ON U.S. HIGHWAY 65, ABOUT 1/2 BLOCK NORTH OF THE
 NK0226'SCHOOLHOUSE BLOCK, IN SEC. 34, T. 92 N., R 20 W., 178 FEET SOUTH
 NK0226'OF THE SOUTHWEST CORNER OF A BRICK CORNER POST AT THE SOUTHWEST
 NK0226'CORNER OF A CEMETARY, 5 FEET NORTH OF THE LINE OF THE NORTH SIDE
 NK0226'OF THE SECOND HOUSE NORTH OF THE SCHOOL, 25.5 FEET EAST OF THE
 NK0226'CENTERLINE OF THE HIGHWAY, AND 0.5 FOOT WEST OF THE EAST
 NK0226'SIDEWALK.  A STATE SURVEY STANDARD DISK, STAMPED 35-214 AND SET
 NK0226'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0227 ***********************************************************************
 NK0227  DESIGNATION -  35 215
 NK0227  PID         -  NK0227
 NK0227  STATE/COUNTY-  IA/FRANKLIN
 NK0227  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0227
 NK0227                         *CURRENT SURVEY CONTROL
 NK0227  ___________________________________________________________________
 NK0227* NAD 83(1986)-  42 44 27.     (N)    093 12 08.     (W)     SCALED    
 NK0227* NAVD 88     -       348.743  (meters)    1144.17   (feet)  ADJUSTED  
 NK0227  ___________________________________________________________________
 NK0227  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 NK0227  DYNAMIC HT  -         348.640 (meters)    1143.83  (feet)  COMP
 NK0227  MODELED GRAV-     980,315.4   (mgal)                       NAVD 88
 NK0227
 NK0227  VERT ORDER  -  FIRST     CLASS II
 NK0227
 NK0227.The horizontal coordinates were scaled from a topographic map and have
 NK0227.an estimated accuracy of +/- 6 seconds.
 NK0227
 NK0227.The orthometric height was determined by differential leveling
 NK0227.and adjusted by the National Geodetic Survey in June 1991..
 NK0227
 NK0227.The geoid height was determined by GEOID03.
 NK0227
 NK0227.The dynamic height is computed by dividing the NAVD 88
 NK0227.geopotential number by the normal gravity value computed on the
 NK0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0227.degrees latitude (g = 980.6199 gals.).
 NK0227
 NK0227.The modeled gravity was interpolated from observed gravity values.
 NK0227
 NK0227;                    North         East    Units  Estimated Accuracy
 NK0227;SPC IA N     - 1,137,870.    1,524,380.      MT  (+/- 180 meters Scaled)
 NK0227
 NK0227                          SUPERSEDED SURVEY CONTROL
 NK0227
 NK0227  NGVD 29 (??/??/92)  348.738  (m)         1144.15   (f) ADJ UNCH    1 2
 NK0227
 NK0227.Superseded values are not recommended for survey control.
 NK0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0227.See file dsdata.txt to determine how the superseded data were derived.
 NK0227
 NK0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834320(NAD 83)
 NK0227_MARKER: DD = SURVEY DISK
 NK0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0227_STAMPING: 35-215
 NK0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0227+STABILITY: SURFACE MOTION
 NK0227
 NK0227  HISTORY     - Date     Condition        Report By
 NK0227  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0227  HISTORY     - 1934     GOOD             IAGS
 NK0227
 NK0227                          STATION DESCRIPTION
 NK0227
 NK0227'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0227'AT HAMPTON.
 NK0227'AT HAMPTON, ON U.S. HIGHWAY 65, AT THE NORTHEAST CORNER OF THE
 NK0227'STREET INTERSECTION ONE BLOCK SOUTH OF THE INTERSECTION OF
 NK0227'STATE HIGHWAY 10, 18.2 FEET EAST OF THE FACE OF THE EAST CURB OF
 NK0227'THE HIGHWAY, 13.0 FEET NORTH OF THE FACE OF THE NORTH CURB OF
 NK0227'THE STREET, 0.8 FOOT EAST OF THE SIDEWALK ALONG THE HIGHWAY,
 NK0227'AND 2.6 FEET SOUTH OF THE SIDEWALK ALONG THE STREET.  A STATE
 NK0227'SURVEY STANDARD DISK, STAMPED 35-215 AND SET IN THE TOP OF A
 NK0227'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0228 ***********************************************************************
 NK0228  DESIGNATION -  35 216
 NK0228  PID         -  NK0228
 NK0228  STATE/COUNTY-  IA/FRANKLIN
 NK0228  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0228
 NK0228                         *CURRENT SURVEY CONTROL
 NK0228  ___________________________________________________________________
 NK0228* NAD 83(1986)-  42 44 16.     (N)    093 12 08.     (W)     SCALED    
 NK0228* NAVD 88     -       347.241  (meters)    1139.24   (feet)  ADJUSTED  
 NK0228  ___________________________________________________________________
 NK0228  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 NK0228  DYNAMIC HT  -         347.138 (meters)    1138.90  (feet)  COMP
 NK0228  MODELED GRAV-     980,314.0   (mgal)                       NAVD 88
 NK0228
 NK0228  VERT ORDER  -  FIRST     CLASS II
 NK0228
 NK0228.The horizontal coordinates were scaled from a topographic map and have
 NK0228.an estimated accuracy of +/- 6 seconds.
 NK0228
 NK0228.The orthometric height was determined by differential leveling
 NK0228.and adjusted by the National Geodetic Survey in June 1991..
 NK0228
 NK0228.The geoid height was determined by GEOID03.
 NK0228
 NK0228.The dynamic height is computed by dividing the NAVD 88
 NK0228.geopotential number by the normal gravity value computed on the
 NK0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0228.degrees latitude (g = 980.6199 gals.).
 NK0228
 NK0228.The modeled gravity was interpolated from observed gravity values.
 NK0228
 NK0228;                    North         East    Units  Estimated Accuracy
 NK0228;SPC IA N     - 1,137,530.    1,524,380.      MT  (+/- 180 meters Scaled)
 NK0228
 NK0228                          SUPERSEDED SURVEY CONTROL
 NK0228
 NK0228  NGVD 29 (??/??/92)  347.235  (m)         1139.22   (f) ADJ UNCH    1 2
 NK0228
 NK0228.Superseded values are not recommended for survey control.
 NK0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0228.See file dsdata.txt to determine how the superseded data were derived.
 NK0228
 NK0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834317(NAD 83)
 NK0228_MARKER: DD = SURVEY DISK
 NK0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0228_STAMPING: 35-216
 NK0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0228+STABILITY: SURFACE MOTION
 NK0228
 NK0228  HISTORY     - Date     Condition        Report By
 NK0228  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0228  HISTORY     - 1934     GOOD             IAGS
 NK0228  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0228
 NK0228                          STATION DESCRIPTION
 NK0228
 NK0228'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0228'AT HAMPTON.
 NK0228'AT HAMPTON, ON U.S. HIGHWAY 65, FOUR BLOCKS SOUTH OF THE
 NK0228'INTERSECTION OF STATE HIGHWAY 10, AT A STREET INTERSECTION, 4.3
 NK0228'FEET NORTH OF THE LINE OF THE NORTH SIDE OF A HOUSE AT THE
 NK0228'SOUTHWEST CORNER, 3.7 FEET NORTH OF THE LINE OF THE NORTH SIDE
 NK0228'OF A HOUSE AT THE SOUTHEAST CORNER, 52.3 FEET SOUTH OF THE
 NK0228'CENTERLINE OF AN APRON ON THE EAST SIDE OF THE HIGHWAY, AND
 NK0228'17.4 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY
 NK0228'STANDARD DISK, STAMPED 35-216 AND SET IN THE TOP OF A CONCRETE
 NK0228'POST FLUSH WITH THE GROUND.
 NK0228
 NK0228                          STATION RECOVERY (1974)
 NK0228
 NK0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0229 ***********************************************************************
 NK0229  DESIGNATION -  35 217
 NK0229  PID         -  NK0229
 NK0229  STATE/COUNTY-  IA/FRANKLIN
 NK0229  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0229
 NK0229                         *CURRENT SURVEY CONTROL
 NK0229  ___________________________________________________________________
 NK0229* NAD 83(1986)-  42 43 53.     (N)    093 12 08.     (W)     SCALED    
 NK0229* NAVD 88     -       347.943  (meters)    1141.54   (feet)  ADJUSTED  
 NK0229  ___________________________________________________________________
 NK0229  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 NK0229  DYNAMIC HT  -         347.839 (meters)    1141.20  (feet)  COMP
 NK0229  MODELED GRAV-     980,311.1   (mgal)                       NAVD 88
 NK0229
 NK0229  VERT ORDER  -  FIRST     CLASS II
 NK0229
 NK0229.The horizontal coordinates were scaled from a topographic map and have
 NK0229.an estimated accuracy of +/- 6 seconds.
 NK0229
 NK0229.The orthometric height was determined by differential leveling
 NK0229.and adjusted by the National Geodetic Survey in June 1991..
 NK0229
 NK0229.The geoid height was determined by GEOID03.
 NK0229
 NK0229.The dynamic height is computed by dividing the NAVD 88
 NK0229.geopotential number by the normal gravity value computed on the
 NK0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0229.degrees latitude (g = 980.6199 gals.).
 NK0229
 NK0229.The modeled gravity was interpolated from observed gravity values.
 NK0229
 NK0229;                    North         East    Units  Estimated Accuracy
 NK0229;SPC IA N     - 1,136,820.    1,524,390.      MT  (+/- 180 meters Scaled)
 NK0229
 NK0229                          SUPERSEDED SURVEY CONTROL
 NK0229
 NK0229  NGVD 29 (??/??/92)  347.936  (m)         1141.52   (f) ADJ UNCH    1 2
 NK0229
 NK0229.Superseded values are not recommended for survey control.
 NK0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0229.See file dsdata.txt to determine how the superseded data were derived.
 NK0229
 NK0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834310(NAD 83)
 NK0229_MARKER: DD = SURVEY DISK
 NK0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0229_STAMPING: 35-217
 NK0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0229+STABILITY: SURFACE MOTION
 NK0229
 NK0229  HISTORY     - Date     Condition        Report By
 NK0229  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0229  HISTORY     - 1934     GOOD             IAGS
 NK0229  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0229
 NK0229                          STATION DESCRIPTION
 NK0229
 NK0229'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0229'0.7 MI S FROM HAMPTON.
 NK0229'0.7 MILE SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF
 NK0229'STATE HIGHWAY 10 AT HAMPTON, 356 FEET NORTH-NORTHEAST OF A LEAD
 NK0229'PLUG IN THE PAVEMENT AT THE SOUTHEAST CORNER OF SEC. 33,
 NK0229'T. 92 N., R 20 W., 64.4 FEET NORTH-NORTHEAST OF PAVEMENT STATION
 NK0229'MARK 637, 9.7 FEET NORTH-NORTHWEST OF A SPIKE IN THE NORTH SIDE
 NK0229'OF THE BASE OF A 16-INCH ELM TREE, 9.9 FEET SOUTH-SOUTHWEST
 NK0229'OF A SPIKE IN THE SOUTH SIDE OF THE BASE OF ANOTHER 16-INCH
 NK0229'ELM TREE, 18.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AT
 NK0229'STATION 637+64, AT THE EAST EDGE OF THE GRADE, AND 14.7 FEET
 NK0229'WEST OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK,
 NK0229'STAMPED 35-217 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 NK0229'THE GROUND.
 NK0229
 NK0229                          STATION RECOVERY (1974)
 NK0229
 NK0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0230 ***********************************************************************
 NK0230  DESIGNATION -  35 218
 NK0230  PID         -  NK0230
 NK0230  STATE/COUNTY-  IA/FRANKLIN
 NK0230  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0230
 NK0230                         *CURRENT SURVEY CONTROL
 NK0230  ___________________________________________________________________
 NK0230* NAD 83(1986)-  42 43 22.     (N)    093 12 10.     (W)     SCALED    
 NK0230* NAVD 88     -       347.465  (meters)    1139.97   (feet)  ADJUSTED  
 NK0230  ___________________________________________________________________
 NK0230  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 NK0230  DYNAMIC HT  -         347.359 (meters)    1139.63  (feet)  COMP
 NK0230  MODELED GRAV-     980,307.5   (mgal)                       NAVD 88
 NK0230
 NK0230  VERT ORDER  -  FIRST     CLASS II
 NK0230
 NK0230.The horizontal coordinates were scaled from a topographic map and have
 NK0230.an estimated accuracy of +/- 6 seconds.
 NK0230
 NK0230.The orthometric height was determined by differential leveling
 NK0230.and adjusted by the National Geodetic Survey in June 1991..
 NK0230
 NK0230.The geoid height was determined by GEOID03.
 NK0230
 NK0230.The dynamic height is computed by dividing the NAVD 88
 NK0230.geopotential number by the normal gravity value computed on the
 NK0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0230.degrees latitude (g = 980.6199 gals.).
 NK0230
 NK0230.The modeled gravity was interpolated from observed gravity values.
 NK0230
 NK0230;                    North         East    Units  Estimated Accuracy
 NK0230;SPC IA N     - 1,135,870.    1,524,340.      MT  (+/- 180 meters Scaled)
 NK0230
 NK0230                          SUPERSEDED SURVEY CONTROL
 NK0230
 NK0230  NGVD 29 (??/??/92)  347.457  (m)         1139.95   (f) ADJ UNCH    1 2
 NK0230
 NK0230.Superseded values are not recommended for survey control.
 NK0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0230.See file dsdata.txt to determine how the superseded data were derived.
 NK0230
 NK0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH833300(NAD 83)
 NK0230_MARKER: DD = SURVEY DISK
 NK0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0230_STAMPING: 35-218
 NK0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0230+STABILITY: SURFACE MOTION
 NK0230
 NK0230  HISTORY     - Date     Condition        Report By
 NK0230  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0230  HISTORY     - 1934     GOOD             IAGS
 NK0230  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0230
 NK0230                          STATION DESCRIPTION
 NK0230
 NK0230'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0230'1.3 MI S FROM HAMPTON.
 NK0230'1.3 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION
 NK0230'OF STATE HIGHWAY 10 AT HAMPTON, IN SEC. 4, T. 91 N., R. 20 W.,
 NK0230'93.6 FEET NORTH-NORTHWEST OF PAVEMENT STATION MARK 602, 38.6
 NK0230'FEET WEST-SOUTHWEST OF STATION MARK 603, 27.9 FEET WEST OF THE
 NK0230'CENTERLINE OF THE HIGHWAY AT STATION 602+87, 17.1 FEET
 NK0230'NORTH-NORTHEAST OF A STEEL-RAIL RIGHT-OF-WAY MARKER AT A FENCE
 NK0230'CORNER ON THE WEST SIDE OF THE HIGHWAY, 3.7 FEET NORTH OF THE
 NK0230'LINE OF THE SOUTHSIDE OF A BARN ON THE EAST SIDE OF THE HIGHWAY,
 NK0230'AT THE TOE OF THE WEST BACK SLOPE, AND 5.5 FEET EAST OF THE
 NK0230'RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0230'35-218 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 NK0230'GROUND.
 NK0230
 NK0230                          STATION RECOVERY (1974)
 NK0230
 NK0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0231 ***********************************************************************
 NK0231  DESIGNATION -  35 219
 NK0231  PID         -  NK0231
 NK0231  STATE/COUNTY-  IA/FRANKLIN
 NK0231  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0231
 NK0231                         *CURRENT SURVEY CONTROL
 NK0231  ___________________________________________________________________
 NK0231* NAD 83(1986)-  42 42 30.     (N)    093 12 12.     (W)     SCALED    
 NK0231* NAVD 88     -       351.402  (meters)    1152.89   (feet)  ADJUSTED  
 NK0231  ___________________________________________________________________
 NK0231  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 NK0231  DYNAMIC HT  -         351.294 (meters)    1152.54  (feet)  COMP
 NK0231  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 NK0231
 NK0231  VERT ORDER  -  FIRST     CLASS II
 NK0231
 NK0231.The horizontal coordinates were scaled from a topographic map and have
 NK0231.an estimated accuracy of +/- 6 seconds.
 NK0231
 NK0231.The orthometric height was determined by differential leveling
 NK0231.and adjusted by the National Geodetic Survey in June 1991..
 NK0231
 NK0231.The geoid height was determined by GEOID03.
 NK0231
 NK0231.The dynamic height is computed by dividing the NAVD 88
 NK0231.geopotential number by the normal gravity value computed on the
 NK0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0231.degrees latitude (g = 980.6199 gals.).
 NK0231
 NK0231.The modeled gravity was interpolated from observed gravity values.
 NK0231
 NK0231;                    North         East    Units  Estimated Accuracy
 NK0231;SPC IA N     - 1,134,260.    1,524,300.      MT  (+/- 180 meters Scaled)
 NK0231
 NK0231                          SUPERSEDED SURVEY CONTROL
 NK0231
 NK0231  NGVD 29 (??/??/92)  351.393  (m)         1152.86   (f) ADJ UNCH    1 2
 NK0231
 NK0231.Superseded values are not recommended for survey control.
 NK0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0231.See file dsdata.txt to determine how the superseded data were derived.
 NK0231
 NK0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH833284(NAD 83)
 NK0231_MARKER: DD = SURVEY DISK
 NK0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0231_STAMPING: 35-219
 NK0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0231+STABILITY: SURFACE MOTION
 NK0231
 NK0231  HISTORY     - Date     Condition        Report By
 NK0231  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0231  HISTORY     - 1934     GOOD             IAGS
 NK0231  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0231
 NK0231                          STATION DESCRIPTION
 NK0231
 NK0231'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0231'2.2 MI S FROM HAMPTON.
 NK0231'2-1/4 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION
 NK0231'OF STATE HIGHWAY 10 AT HAMPTON, IN SEC. 9, T. 91 N., R. 20 W.,
 NK0231'4-1/2 FEET SOUTH OF THE LINE OF FENCES ON THE QUARTER-SECTION
 NK0231'LINE, ABOUT 102 FEET NORTH-NORTHWEST OF PAVEMENT STATION MARK
 NK0231'552, 34 FEET WEST OF STATION MARK 553, 24.9 FEET WEST OF THE
 NK0231'CENTERLINE OF THE HIGHWAY AT STATION 552+95, AT THE TOE OF THE
 NK0231'WEST BACK SLOPE, AND 8 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A
 NK0231'STATE SURVEY STANDARD DISK, STAMPED 35-219 AND SET IN THE TOP
 NK0231'OF A CONCRETE POST FLUSH WITH THE GROUND.
 NK0231
 NK0231                          STATION RECOVERY (1974)
 NK0231
 NK0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0232 ***********************************************************************
 NK0232  DESIGNATION -  35 220
 NK0232  PID         -  NK0232
 NK0232  STATE/COUNTY-  IA/FRANKLIN
 NK0232  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0232
 NK0232                         *CURRENT SURVEY CONTROL
 NK0232  ___________________________________________________________________
 NK0232* NAD 83(1986)-  42 41 47.     (N)    093 12 12.     (W)     SCALED    
 NK0232* NAVD 88     -       356.158  (meters)    1168.49   (feet)  ADJUSTED  
 NK0232  ___________________________________________________________________
 NK0232  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 NK0232  DYNAMIC HT  -         356.046 (meters)    1168.13  (feet)  COMP
 NK0232  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 NK0232
 NK0232  VERT ORDER  -  FIRST     CLASS II
 NK0232
 NK0232.The horizontal coordinates were scaled from a topographic map and have
 NK0232.an estimated accuracy of +/- 6 seconds.
 NK0232
 NK0232.The orthometric height was determined by differential leveling
 NK0232.and adjusted by the National Geodetic Survey in June 1991..
 NK0232
 NK0232.The geoid height was determined by GEOID03.
 NK0232
 NK0232.The dynamic height is computed by dividing the NAVD 88
 NK0232.geopotential number by the normal gravity value computed on the
 NK0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0232.degrees latitude (g = 980.6199 gals.).
 NK0232
 NK0232.The modeled gravity was interpolated from observed gravity values.
 NK0232
 NK0232;                    North         East    Units  Estimated Accuracy
 NK0232;SPC IA N     - 1,132,930.    1,524,310.      MT  (+/- 180 meters Scaled)
 NK0232
 NK0232                          SUPERSEDED SURVEY CONTROL
 NK0232
 NK0232  NGVD 29 (??/??/92)  356.146  (m)         1168.46   (f) ADJ UNCH    1 2
 NK0232
 NK0232.Superseded values are not recommended for survey control.
 NK0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0232.See file dsdata.txt to determine how the superseded data were derived.
 NK0232
 NK0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH833271(NAD 83)
 NK0232_MARKER: DD = SURVEY DISK
 NK0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0232_SP_SET: CONCRETE MONUMENT
 NK0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0232
 NK0232  HISTORY     - Date     Condition        Report By
 NK0232  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0232  HISTORY     - 1934     GOOD             IAGS
 NK0232  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0232
 NK0232                          STATION DESCRIPTION
 NK0232
 NK0232'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0232'3 MI S FROM HAMPTON.
 NK0232'3.1 MI (STADIA) FROM XING US 65 AND SH 10.  SEC. 16.  T91N R20W
 NK0232'57.44 FT W OF CENTER LINE OF PAVEMENT ON HIGHWAY 65 AT STA.
 NK0232'510+75.0 FT 18.54 FT W.N.W. OF 14 IN ASH TREE 81.1 FT S.E. OF
 NK0232'S.E. CORNER OF HOUSE 1.5 FT E OF LAW FENCE 49.68 FT E OF SPIKE
 NK0232'IN POWER POLE.
 NK0232
 NK0232                          STATION RECOVERY (1974)
 NK0232
 NK0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0233 ***********************************************************************
 NK0233  DESIGNATION -  35 220 RESET
 NK0233  PID         -  NK0233
 NK0233  STATE/COUNTY-  IA/FRANKLIN
 NK0233  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0233
 NK0233                         *CURRENT SURVEY CONTROL
 NK0233  ___________________________________________________________________
 NK0233* NAD 83(1986)-  42 41 47.     (N)    093 12 12.     (W)     SCALED    
 NK0233* NAVD 88     -       356.17   (+/-2cm)    1168.5    (feet)  VERTCON   
 NK0233  ___________________________________________________________________
 NK0233  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 NK0233
 NK0233  VERT ORDER  -  ? (See Below)
 NK0233
 NK0233.The horizontal coordinates were scaled from a topographic map and have
 NK0233.an estimated accuracy of +/- 6 seconds.
 NK0233
 NK0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0233.The vertical order pertains to the NGVD 29 superseded value.
 NK0233
 NK0233.The geoid height was determined by GEOID03.
 NK0233
 NK0233;                    North         East    Units  Estimated Accuracy
 NK0233;SPC IA N     - 1,132,930.    1,524,310.      MT  (+/- 180 meters Scaled)
 NK0233
 NK0233                          SUPERSEDED SURVEY CONTROL
 NK0233
 NK0233  NGVD 29 (??/??/92)  356.158  (m)         1168.49   (f) ADJ UNCH    ?  
 NK0233
 NK0233.Superseded values are not recommended for survey control.
 NK0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0233.See file dsdata.txt to determine how the superseded data were derived.
 NK0233
 NK0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH833271(NAD 83)
 NK0233_MARKER: DD = SURVEY DISK
 NK0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0233_STAMPING: 35-220 RESET
 NK0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0233+STABILITY: SURFACE MOTION
 NK0233
 NK0233  HISTORY     - Date     Condition        Report By
 NK0233  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0233  HISTORY     - 1938     GOOD             IAGS
 NK0233
 NK0233                          STATION DESCRIPTION
 NK0233
 NK0233'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1938
 NK0233'3.1 MI S FROM HAMPTON.
 NK0233'3.1 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION
 NK0233'OF STATE HIGHWAY 10 AT HAMPTON, IN SEC. 16, T. 91 N., R. 20 W.,
 NK0233'81.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 49.7
 NK0233'FEET EAST OF A SPIKE IN A POWER-TRANSMISSION LINE POLE, 57.4
 NK0233'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AT STATION 510+75,
 NK0233'18.5 FEET WEST-NORTHWEST OF A 14-INCH ASH TREE, AND 1.5 FEET
 NK0233'EAST OF A LAWN FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0233'35-220 RESET AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0234 ***********************************************************************
 NK0234  DESIGNATION -  35 221
 NK0234  PID         -  NK0234
 NK0234  STATE/COUNTY-  IA/FRANKLIN
 NK0234  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0234
 NK0234                         *CURRENT SURVEY CONTROL
 NK0234  ___________________________________________________________________
 NK0234* NAD 83(1986)-  42 41 14.     (N)    093 12 08.     (W)     SCALED    
 NK0234* NAVD 88     -       363.069  (meters)    1191.17   (feet)  ADJUSTED  
 NK0234  ___________________________________________________________________
 NK0234  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 NK0234  DYNAMIC HT  -         362.953 (meters)    1190.79  (feet)  COMP
 NK0234  MODELED GRAV-     980,291.6   (mgal)                       NAVD 88
 NK0234
 NK0234  VERT ORDER  -  FIRST     CLASS II
 NK0234
 NK0234.The horizontal coordinates were scaled from a topographic map and have
 NK0234.an estimated accuracy of +/- 6 seconds.
 NK0234
 NK0234.The orthometric height was determined by differential leveling
 NK0234.and adjusted by the National Geodetic Survey in June 1991..
 NK0234
 NK0234.The geoid height was determined by GEOID03.
 NK0234
 NK0234.The dynamic height is computed by dividing the NAVD 88
 NK0234.geopotential number by the normal gravity value computed on the
 NK0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0234.degrees latitude (g = 980.6199 gals.).
 NK0234
 NK0234.The modeled gravity was interpolated from observed gravity values.
 NK0234
 NK0234;                    North         East    Units  Estimated Accuracy
 NK0234;SPC IA N     - 1,131,920.    1,524,400.      MT  (+/- 180 meters Scaled)
 NK0234
 NK0234                          SUPERSEDED SURVEY CONTROL
 NK0234
 NK0234  NGVD 29 (??/??/92)  363.055  (m)         1191.12   (f) ADJ UNCH    1 2
 NK0234
 NK0234.Superseded values are not recommended for survey control.
 NK0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0234.See file dsdata.txt to determine how the superseded data were derived.
 NK0234
 NK0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH834261(NAD 83)
 NK0234_MARKER: DB = BENCH MARK DISK
 NK0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0234_STAMPING: 35-221
 NK0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0234+STABILITY: SURFACE MOTION
 NK0234
 NK0234  HISTORY     - Date     Condition        Report By
 NK0234  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0234  HISTORY     - 1934     GOOD             IAGS
 NK0234  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0234
 NK0234                          STATION DESCRIPTION
 NK0234
 NK0234'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0234'3.7 MI S FROM HAMPTON.
 NK0234'3.7 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF
 NK0234'STATE HIGHWAY 10 AT HAMPTON, AT THE SOUTHWEST CORNER OF SEC. 15,
 NK0234'T. 91 N., R. 20 W., 244 FEET NORTH OF THE NORTH END OF A 15-INCH
 NK0234'CORRUGATED IRON CULVERT UNDER A ROAD LEADING EAST, 138 FEET
 NK0234'NORTH OF THE LINE OF THE NORTH SIDE OF A HOUSE WEST OF THE
 NK0234'HIGHWAY, 57.5 FEET SOUTH-SOUTHEAST OF PAVEMENT STATION MARK 477,
 NK0234'47.2 FEET NORTH-NORTHEAST OF STATION MARK 476, 22.9 FEET EAST
 NK0234'OF THE CENTERLINE OF THE HIGHWAY AT STATION 476+45, AT THE TOE
 NK0234'OF THE EAST DITCH SLOPE, AND 40.6 FEET WEST OF THE RIGHT-OF-WAY
 NK0234'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 35-221 AND SET IN
 NK0234'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 NK0234
 NK0234                          STATION RECOVERY (1974)
 NK0234
 NK0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0235 ***********************************************************************
 NK0235  DESIGNATION -  35 222
 NK0235  PID         -  NK0235
 NK0235  STATE/COUNTY-  IA/FRANKLIN
 NK0235  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0235
 NK0235                         *CURRENT SURVEY CONTROL
 NK0235  ___________________________________________________________________
 NK0235* NAD 83(1986)-  42 40 16.     (N)    093 12 13.     (W)     SCALED    
 NK0235* NAVD 88     -       356.144  (meters)    1168.45   (feet)  ADJUSTED  
 NK0235  ___________________________________________________________________
 NK0235  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 NK0235  DYNAMIC HT  -         356.028 (meters)    1168.07  (feet)  COMP
 NK0235  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 NK0235
 NK0235  VERT ORDER  -  FIRST     CLASS II
 NK0235
 NK0235.The horizontal coordinates were scaled from a topographic map and have
 NK0235.an estimated accuracy of +/- 6 seconds.
 NK0235
 NK0235.The orthometric height was determined by differential leveling
 NK0235.and adjusted by the National Geodetic Survey in June 1991..
 NK0235
 NK0235.The geoid height was determined by GEOID03.
 NK0235
 NK0235.The dynamic height is computed by dividing the NAVD 88
 NK0235.geopotential number by the normal gravity value computed on the
 NK0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0235.degrees latitude (g = 980.6199 gals.).
 NK0235
 NK0235.The modeled gravity was interpolated from observed gravity values.
 NK0235
 NK0235;                    North         East    Units  Estimated Accuracy
 NK0235;SPC IA N     - 1,130,130.    1,524,300.      MT  (+/- 180 meters Scaled)
 NK0235
 NK0235                          SUPERSEDED SURVEY CONTROL
 NK0235
 NK0235  NGVD 29 (??/??/92)  356.129  (m)         1168.40   (f) ADJ UNCH    1 2
 NK0235
 NK0235.Superseded values are not recommended for survey control.
 NK0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0235.See file dsdata.txt to determine how the superseded data were derived.
 NK0235
 NK0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH833243(NAD 83)
 NK0235_MARKER: DD = SURVEY DISK
 NK0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0235_STAMPING: 35-222
 NK0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0235+STABILITY: SURFACE MOTION
 NK0235
 NK0235  HISTORY     - Date     Condition        Report By
 NK0235  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0235  HISTORY     - 1934     GOOD             IAGS
 NK0235  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0235
 NK0235                          STATION DESCRIPTION
 NK0235
 NK0235'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0235'4.9 MI S FROM HAMPTON.
 NK0235'4.9 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF
 NK0235'STATE HIGHWAY 10 AT HAMPTON, IN SEC. 28, T. 91 N., R. 20 W.,
 NK0235'249 FEET SOUTH OF A STEEL-RAIL RIGHT-OF-WAY MARKER AT A JOG IN
 NK0235'THE RIGHT-OF-WAY FENCE, 68.0 FEET SOUTH-SOUTHWEST OF PAVEMENT
 NK0235'STATION 419, 56.9 FEET NORTHWEST OF STATION MARK 418, 28.3 FEET
 NK0235'WEST OF THE CENTERLINE OF THE HIGHWAY AT STATION 418+43, IN THE
 NK0235'WEST DITCH, AND 39.9 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A
 NK0235'STATE SURVEY STANDARD DISK, STAMPED 35-222 AND SET IN THE TOP OF
 NK0235'A CONCRETE POST FLUSH WITH THE GROUND.
 NK0235
 NK0235                          STATION RECOVERY (1974)
 NK0235
 NK0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0236 ***********************************************************************
 NK0236  DESIGNATION -  35 223
 NK0236  PID         -  NK0236
 NK0236  STATE/COUNTY-  IA/FRANKLIN
 NK0236  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0236
 NK0236                         *CURRENT SURVEY CONTROL
 NK0236  ___________________________________________________________________
 NK0236* NAD 83(1986)-  42 39 51.     (N)    093 12 12.     (W)     SCALED    
 NK0236* NAVD 88     -       366.294  (meters)    1201.75   (feet)  ADJUSTED  
 NK0236  ___________________________________________________________________
 NK0236  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 NK0236  DYNAMIC HT  -         366.174 (meters)    1201.36  (feet)  COMP
 NK0236  MODELED GRAV-     980,281.9   (mgal)                       NAVD 88
 NK0236
 NK0236  VERT ORDER  -  FIRST     CLASS II
 NK0236
 NK0236.The horizontal coordinates were scaled from a topographic map and have
 NK0236.an estimated accuracy of +/- 6 seconds.
 NK0236
 NK0236.The orthometric height was determined by differential leveling
 NK0236.and adjusted by the National Geodetic Survey in June 1991..
 NK0236
 NK0236.The geoid height was determined by GEOID03.
 NK0236
 NK0236.The dynamic height is computed by dividing the NAVD 88
 NK0236.geopotential number by the normal gravity value computed on the
 NK0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0236.degrees latitude (g = 980.6199 gals.).
 NK0236
 NK0236.The modeled gravity was interpolated from observed gravity values.
 NK0236
 NK0236;                    North         East    Units  Estimated Accuracy
 NK0236;SPC IA N     - 1,129,350.    1,524,320.      MT  (+/- 180 meters Scaled)
 NK0236
 NK0236                          SUPERSEDED SURVEY CONTROL
 NK0236
 NK0236  NGVD 29 (??/??/92)  366.277  (m)         1201.69   (f) ADJ UNCH    1 2
 NK0236
 NK0236.Superseded values are not recommended for survey control.
 NK0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0236.See file dsdata.txt to determine how the superseded data were derived.
 NK0236
 NK0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH833235(NAD 83)
 NK0236_MARKER: DD = SURVEY DISK
 NK0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0236_STAMPING: 35-223
 NK0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0236+STABILITY: SURFACE MOTION
 NK0236
 NK0236  HISTORY     - Date     Condition        Report By
 NK0236  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0236  HISTORY     - 1934     GOOD             IAGS
 NK0236  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0236
 NK0236                          STATION DESCRIPTION
 NK0236
 NK0236'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0236'5.3 MI S FROM HAMPTON.
 NK0236'5.3 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF
 NK0236'STATE HIGHWAY 10 AT HAMPTON, IN SEC. 28, T. 91 N., R. 20 W.,
 NK0236'88.9 FEET NORTHWEST OF A STEEL-RAIL RIGHT-OF-WAY MARKER EAST OF
 NK0236'THE HIGHWAY, 80.2 FEET NORTH-NORTHEAST OF A STEEL-RAIL
 NK0236'RIGHT-OF-WAY MARKER NEAR A CORNER POST WEST OF THE HIGHWAY, 72.1
 NK0236'FEET NORTHWEST OF PAVEMENT STATION MARK 395, 49.8 FEET SOUTHWEST
 NK0236'OF STATION MARK 396, 25.8 FEET WEST OF THE CENTERLINE OF THE
 NK0236'HIGHWAY AT STATION 395+63, IN THE WEST DITCH, AND 41.7 FEET
 NK0236'EAST OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK,
 NK0236'STAMPED 35-223 AND SET IN THE TOP OF A CONCRETE POST.
 NK0236
 NK0236                          STATION RECOVERY (1974)
 NK0236
 NK0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0237 ***********************************************************************
 NK0237  DESIGNATION -  35 224
 NK0237  PID         -  NK0237
 NK0237  STATE/COUNTY-  IA/FRANKLIN
 NK0237  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0237
 NK0237                         *CURRENT SURVEY CONTROL
 NK0237  ___________________________________________________________________
 NK0237* NAD 83(1986)-  42 38 59.     (N)    093 12 13.     (W)     SCALED    
 NK0237* NAVD 88     -       374.243  (meters)    1227.83   (feet)  ADJUSTED  
 NK0237  ___________________________________________________________________
 NK0237  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 NK0237  DYNAMIC HT  -         374.117 (meters)    1227.42  (feet)  COMP
 NK0237  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 NK0237
 NK0237  VERT ORDER  -  FIRST     CLASS II
 NK0237
 NK0237.The horizontal coordinates were scaled from a topographic map and have
 NK0237.an estimated accuracy of +/- 6 seconds.
 NK0237
 NK0237.The orthometric height was determined by differential leveling
 NK0237.and adjusted by the National Geodetic Survey in June 1991..
 NK0237
 NK0237.The geoid height was determined by GEOID03.
 NK0237
 NK0237.The dynamic height is computed by dividing the NAVD 88
 NK0237.geopotential number by the normal gravity value computed on the
 NK0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0237.degrees latitude (g = 980.6199 gals.).
 NK0237
 NK0237.The modeled gravity was interpolated from observed gravity values.
 NK0237
 NK0237;                    North         East    Units  Estimated Accuracy
 NK0237;SPC IA N     - 1,127,750.    1,524,300.      MT  (+/- 180 meters Scaled)
 NK0237
 NK0237                          SUPERSEDED SURVEY CONTROL
 NK0237
 NK0237  NGVD 29 (??/??/92)  374.223  (m)         1227.76   (f) ADJ UNCH    1 2
 NK0237
 NK0237.Superseded values are not recommended for survey control.
 NK0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0237.See file dsdata.txt to determine how the superseded data were derived.
 NK0237
 NK0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH833219(NAD 83)
 NK0237_MARKER: DD = SURVEY DISK
 NK0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0237_STAMPING: 35-224
 NK0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0237+STABILITY: SURFACE MOTION
 NK0237
 NK0237  HISTORY     - Date     Condition        Report By
 NK0237  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0237  HISTORY     - 1934     GOOD             IAGS
 NK0237  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0237
 NK0237                          STATION DESCRIPTION
 NK0237
 NK0237'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0237'6.4 MI S FROM HAMPTON.
 NK0237'6.4 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF
 NK0237'STATE HIGHWAY 10 AT HAMPTON, IN SEC. 33, T. 91 N., R 20 W.,
 NK0237'ABOUT 222 FEET NORTH OF A STEEL-RAIL RIGHT-OF-WAY MARKER NEAR A
 NK0237'CORNER POST WEST OF THE HIGHWAY, 97.8 FEET SOUTH OF THE LINE
 NK0237'OF THE NORTH SIDE OF A HOUSE EAST OF THE HIGHWAY, 97.8 FEET
 NK0237'SOUTH OF THE LINE OF THE NORTH SIDE OF A HOUSE EAST OF THE
 NK0237'HIGHWAY, OPPOSITE A WIDE FARM-ENTRANCE DRIVE AT THE EAST SIDE
 NK0237'OF THE HIGHWAY, 22.1 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 NK0237'IN THE WEST DITCH, AND 40.8 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 NK0237'A STATE SURVEY STANDARD DISK, STAMPED 35-224 AND SET IN THE TOP
 NK0237'OF A CONCRETE POST.
 NK0237
 NK0237                          STATION RECOVERY (1974)
 NK0237
 NK0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0238 ***********************************************************************
 NK0238  DESIGNATION -  35 225
 NK0238  PID         -  NK0238
 NK0238  STATE/COUNTY-  IA/FRANKLIN
 NK0238  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0238
 NK0238                         *CURRENT SURVEY CONTROL
 NK0238  ___________________________________________________________________
 NK0238* NAD 83(1986)-  42 38 36.     (N)    093 12 11.     (W)     SCALED    
 NK0238* NAVD 88     -       375.979  (meters)    1233.52   (feet)  ADJUSTED  
 NK0238  ___________________________________________________________________
 NK0238  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 NK0238  DYNAMIC HT  -         375.851 (meters)    1233.10  (feet)  COMP
 NK0238  MODELED GRAV-     980,272.2   (mgal)                       NAVD 88
 NK0238
 NK0238  VERT ORDER  -  FIRST     CLASS II
 NK0238
 NK0238.The horizontal coordinates were scaled from a topographic map and have
 NK0238.an estimated accuracy of +/- 6 seconds.
 NK0238
 NK0238.The orthometric height was determined by differential leveling
 NK0238.and adjusted by the National Geodetic Survey in June 1991..
 NK0238
 NK0238.The geoid height was determined by GEOID03.
 NK0238
 NK0238.The dynamic height is computed by dividing the NAVD 88
 NK0238.geopotential number by the normal gravity value computed on the
 NK0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0238.degrees latitude (g = 980.6199 gals.).
 NK0238
 NK0238.The modeled gravity was interpolated from observed gravity values.
 NK0238
 NK0238;                    North         East    Units  Estimated Accuracy
 NK0238;SPC IA N     - 1,127,040.    1,524,350.      MT  (+/- 180 meters Scaled)
 NK0238
 NK0238                          SUPERSEDED SURVEY CONTROL
 NK0238
 NK0238  NGVD 29 (??/??/92)  375.959  (m)         1233.46   (f) ADJ UNCH    1 2
 NK0238
 NK0238.Superseded values are not recommended for survey control.
 NK0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0238.See file dsdata.txt to determine how the superseded data were derived.
 NK0238
 NK0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH833212(NAD 83)
 NK0238_MARKER: DD = SURVEY DISK
 NK0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0238+STABILITY: SURFACE MOTION
 NK0238
 NK0238  HISTORY     - Date     Condition        Report By
 NK0238  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0238  HISTORY     - 1934     GOOD             IAGS
 NK0238
 NK0238                          STATION DESCRIPTION
 NK0238
 NK0238'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0238'6.8 MI S FROM HAMPTON.
 NK0238'6 3/4 MI S. SEC. 33 T91N R20W 2.0 FT E. OF W. RIGHT OF WAY
 NK0238'FENCE 30.6 FT W. OF CL PVMT STA. 315 + 10.5 FT 40.3 FT W. NW
 NK0238'STA. MARK 615 33.5 FT WW SW LEAD PLUG IN PVMT AT SE COR. SEC. 33
 NK0238'14.8 FT S. OF STEEL RAIL RIGHT OF WAY MARKER BY SEC. LINE CORNER
 NK0238'POST ON W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0239 ***********************************************************************
 NK0239  DESIGNATION -  35 225 RESET
 NK0239  PID         -  NK0239
 NK0239  STATE/COUNTY-  IA/FRANKLIN
 NK0239  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0239
 NK0239                         *CURRENT SURVEY CONTROL
 NK0239  ___________________________________________________________________
 NK0239* NAD 83(1986)-  42 38 36.     (N)    093 12 11.     (W)     SCALED    
 NK0239* NAVD 88     -       375.63   (+/-2cm)    1232.4    (feet)  VERTCON   
 NK0239  ___________________________________________________________________
 NK0239  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 NK0239
 NK0239  VERT ORDER  -  ? (See Below)
 NK0239
 NK0239.The horizontal coordinates were scaled from a topographic map and have
 NK0239.an estimated accuracy of +/- 6 seconds.
 NK0239
 NK0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0239.The vertical order pertains to the NGVD 29 superseded value.
 NK0239
 NK0239.The geoid height was determined by GEOID03.
 NK0239
 NK0239;                    North         East    Units  Estimated Accuracy
 NK0239;SPC IA N     - 1,127,040.    1,524,350.      MT  (+/- 180 meters Scaled)
 NK0239
 NK0239                          SUPERSEDED SURVEY CONTROL
 NK0239
 NK0239  NGVD 29 (??/??/92)  375.614  (m)         1232.33   (f) ADJ UNCH    ?  
 NK0239
 NK0239.Superseded values are not recommended for survey control.
 NK0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0239.See file dsdata.txt to determine how the superseded data were derived.
 NK0239
 NK0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH833212(NAD 83)
 NK0239_MARKER: DD = SURVEY DISK
 NK0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0239_STAMPING: 35-225 RESET
 NK0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0239+STABILITY: SURFACE MOTION
 NK0239
 NK0239  HISTORY     - Date     Condition        Report By
 NK0239  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0239  HISTORY     - 1938     GOOD             IAGS
 NK0239
 NK0239                          STATION DESCRIPTION
 NK0239
 NK0239'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1938
 NK0239'6.8 MI S FROM HAMPTON.
 NK0239'6.8 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF
 NK0239'STATE HIGHWAY 10 AT HAMPTON, NEAR THE SOUTHEAST CORNER OF SEC.
 NK0239'33, T. 91 N., R. 20 W., 72.2 FEET NORTHWEST OF PAVEMENT STATION
 NK0239'MARKER 315, 58.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AT
 NK0239'STATION 315+24, AND 1.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 NK0239'A STATE SURVEY STANDARD DISK, STAMPED 35-225 RESET AND SET IN
 NK0239'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0240 ***********************************************************************
 NK0240  DESIGNATION -  35 226
 NK0240  PID         -  NK0240
 NK0240  STATE/COUNTY-  IA/FRANKLIN
 NK0240  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0240
 NK0240                         *CURRENT SURVEY CONTROL
 NK0240  ___________________________________________________________________
 NK0240* NAD 83(1986)-  42 38 12.     (N)    093 12 13.     (W)     SCALED    
 NK0240* NAVD 88     -       379.291  (meters)    1244.39   (feet)  ADJUSTED  
 NK0240  ___________________________________________________________________
 NK0240  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 NK0240  DYNAMIC HT  -         379.162 (meters)    1243.97  (feet)  COMP
 NK0240  MODELED GRAV-     980,269.5   (mgal)                       NAVD 88
 NK0240
 NK0240  VERT ORDER  -  FIRST     CLASS II
 NK0240
 NK0240.The horizontal coordinates were scaled from a topographic map and have
 NK0240.an estimated accuracy of +/- 6 seconds.
 NK0240
 NK0240.The orthometric height was determined by differential leveling
 NK0240.and adjusted by the National Geodetic Survey in June 1991..
 NK0240
 NK0240.The geoid height was determined by GEOID03.
 NK0240
 NK0240.The dynamic height is computed by dividing the NAVD 88
 NK0240.geopotential number by the normal gravity value computed on the
 NK0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0240.degrees latitude (g = 980.6199 gals.).
 NK0240
 NK0240.The modeled gravity was interpolated from observed gravity values.
 NK0240
 NK0240;                    North         East    Units  Estimated Accuracy
 NK0240;SPC IA N     - 1,126,300.    1,524,310.      MT  (+/- 180 meters Scaled)
 NK0240
 NK0240                          SUPERSEDED SURVEY CONTROL
 NK0240
 NK0240  NGVD 29 (??/??/92)  379.270  (m)         1244.32   (f) ADJ UNCH    1 2
 NK0240
 NK0240.Superseded values are not recommended for survey control.
 NK0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0240.See file dsdata.txt to determine how the superseded data were derived.
 NK0240
 NK0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH833204(NAD 83)
 NK0240_MARKER: DD = SURVEY DISK
 NK0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0240_STAMPING: 35-226
 NK0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0240+STABILITY: SURFACE MOTION
 NK0240
 NK0240  HISTORY     - Date     Condition        Report By
 NK0240  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0240  HISTORY     - 1934     GOOD             IAGS
 NK0240  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0240
 NK0240                          STATION DESCRIPTION
 NK0240
 NK0240'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0240'7.3 MI S FROM HAMPTON.
 NK0240'7.3 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF
 NK0240'STATE HIGHWAY 10 AT HAMPTON, IN SEC. 4, T. 90 N., R. 20 W.,
 NK0240'16.0 FEET NORTH OF THE LINES OF FENCES ALONG THE EAST-AND-WEST
 NK0240'QUARTER-SECTION LINE, 58.0 FEET WEST-NORTHWEST OF A STEEL-RAIL
 NK0240'RIGHT-OF-WAY MARKER EAST OF THE HIGHWAY, 17.8 FEET NORTHEAST
 NK0240'OF A STEEL-RAIL RIGHT-OF-WAY MARKER WEST OF THE HIGHWAY, 23.2
 NK0240'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AT STATION 290+99,
 NK0240'IN THE WEST DITCH, AND 10.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 NK0240'A STATE SURVEY STANDARD DISK, STAMPED 35-226 AND SET IN THE
 NK0240'TOP OF A CONCRETE POST.
 NK0240
 NK0240                          STATION RECOVERY (1974)
 NK0240
 NK0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0623 ***********************************************************************
 MJ0623  DESIGNATION -  350 BOLT
 MJ0623  PID         -  MJ0623
 MJ0623  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0623  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0623
 MJ0623                         *CURRENT SURVEY CONTROL
 MJ0623  ___________________________________________________________________
 MJ0623* NAD 83(1986)-  41 18 08.     (N)    095 51 42.     (W)     SCALED    
 MJ0623* NAVD 88     -       303.582  (meters)     996.00   (feet)  ADJUSTED  
 MJ0623  ___________________________________________________________________
 MJ0623  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MJ0623  DYNAMIC HT  -         303.455 (meters)     995.59  (feet)  COMP
 MJ0623  MODELED GRAV-     980,196.2   (mgal)                       NAVD 88
 MJ0623
 MJ0623  VERT ORDER  -  FIRST     CLASS II
 MJ0623
 MJ0623.The horizontal coordinates were scaled from a topographic map and have
 MJ0623.an estimated accuracy of +/- 6 seconds.
 MJ0623
 MJ0623.The orthometric height was determined by differential leveling
 MJ0623.and adjusted by the National Geodetic Survey in June 1991..
 MJ0623
 MJ0623.The geoid height was determined by GEOID03.
 MJ0623
 MJ0623.The dynamic height is computed by dividing the NAVD 88
 MJ0623.geopotential number by the normal gravity value computed on the
 MJ0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0623.degrees latitude (g = 980.6199 gals.).
 MJ0623
 MJ0623.The modeled gravity was interpolated from observed gravity values.
 MJ0623
 MJ0623;                    North         East    Units  Estimated Accuracy
 MJ0623;SPC IA S     -   147,300.      302,250.      MT  (+/- 180 meters Scaled)
 MJ0623
 MJ0623                          SUPERSEDED SURVEY CONTROL
 MJ0623
 MJ0623  NGVD 29 (??/??/92)  303.462  (m)          995.61   (f) ADJ UNCH    1 2
 MJ0623
 MJ0623.Superseded values are not recommended for survey control.
 MJ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0623.See file dsdata.txt to determine how the superseded data were derived.
 MJ0623
 MJ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF604762(NAD 83)
 MJ0623_MARKER: B = BOLT
 MJ0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0623_SP_SET: STONE
 MJ0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0623+STABILITY: SURFACE MOTION
 MJ0623
 MJ0623  HISTORY     - Date     Condition        Report By
 MJ0623  HISTORY     - UNK      MONUMENTED       MORC
 MJ0623  HISTORY     - 1948     GOOD             NGS
 MJ0623
 MJ0623                          STATION DESCRIPTION
 MJ0623
 MJ0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0623'2.9 MI N FROM COUNCIL BLUFFS.
 MJ0623'2.9 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0623'FROM THE STATION AT COUNCIL BLUFFS, BETWEEN THE THIRD AND FOURTH
 MJ0623'POLES NORTH OF MILEPOST NO. 348, 118.5 FEET SOUTHEAST OF THE
 MJ0623'FOURTH POLE NORTH OF THE MILEPOST, 87.8 FEET NORTHEAST OF THE
 MJ0623'THIRD POLE NORTH OF THE MILEPOST, 35.8 FEET EAST OF A POINT
 MJ0623'(MEASURED ALONG THE EAST RAIL) 88.0 FEET SOUTH OF THE CENTER
 MJ0623'LINE OF THE EAST END OF A CONCRETE PIPE CULVERT NO. 1066, 37.9
 MJ0623'FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 12.0 FEET EAST
 MJ0623'OF A TELEPHONE POLE.  THE TOP OF A COPPER BOLT LEADED IN A
 MJ0623'STONE 18-INCHES SQUARE AND SET 4.0 FEET UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0622 ***********************************************************************
 MJ0622  DESIGNATION -  350 CAP
 MJ0622  PID         -  MJ0622
 MJ0622  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0622  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0622
 MJ0622                         *CURRENT SURVEY CONTROL
 MJ0622  ___________________________________________________________________
 MJ0622* NAD 83(1986)-  41 18 08.     (N)    095 51 42.     (W)     SCALED    
 MJ0622* NAVD 88     -       304.805  (meters)    1000.01   (feet)  ADJUSTED  
 MJ0622  ___________________________________________________________________
 MJ0622  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MJ0622  DYNAMIC HT  -         304.678 (meters)     999.60  (feet)  COMP
 MJ0622  MODELED GRAV-     980,196.2   (mgal)                       NAVD 88
 MJ0622
 MJ0622  VERT ORDER  -  FIRST     CLASS II
 MJ0622
 MJ0622.The horizontal coordinates were scaled from a topographic map and have
 MJ0622.an estimated accuracy of +/- 6 seconds.
 MJ0622
 MJ0622.The orthometric height was determined by differential leveling
 MJ0622.and adjusted by the National Geodetic Survey in June 1991..
 MJ0622
 MJ0622.The geoid height was determined by GEOID03.
 MJ0622
 MJ0622.The dynamic height is computed by dividing the NAVD 88
 MJ0622.geopotential number by the normal gravity value computed on the
 MJ0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0622.degrees latitude (g = 980.6199 gals.).
 MJ0622
 MJ0622.The modeled gravity was interpolated from observed gravity values.
 MJ0622
 MJ0622;                    North         East    Units  Estimated Accuracy
 MJ0622;SPC IA S     -   147,300.      302,250.      MT  (+/- 180 meters Scaled)
 MJ0622
 MJ0622                          SUPERSEDED SURVEY CONTROL
 MJ0622
 MJ0622  NGVD 29 (??/??/92)  304.685  (m)          999.62   (f) ADJ UNCH    1 2
 MJ0622
 MJ0622.Superseded values are not recommended for survey control.
 MJ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0622.See file dsdata.txt to determine how the superseded data were derived.
 MJ0622
 MJ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF604762(NAD 83)
 MJ0622_MARKER: P = PIPE CAP
 MJ0622_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0622_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0622
 MJ0622  HISTORY     - Date     Condition        Report By
 MJ0622  HISTORY     - UNK      MONUMENTED       MORC
 MJ0622  HISTORY     - 1948     GOOD             NGS
 MJ0622
 MJ0622                          STATION DESCRIPTION
 MJ0622
 MJ0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0622'2.9 MI N FROM COUNCIL BLUFFS.
 MJ0622'2.9 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0622'FROM THE STATION AT COUNCIL BLUFFS, BETWEEN THE THIRD AND FOURTH
 MJ0622'POLES NORTH OF MILEPOST NO. 348, 118.5 FEET SOUTHEAST OF THE
 MJ0622'FOURTH POLE NORTH OF THE MILEPOST, 87.8 FEET NORTHEAST OF THE
 MJ0622'THIRD POLE NORTH OF THE MILEPOST, 35.8 FEET EAST OF A POINT
 MJ0622'(MEASURED ALONG THE EAST RAIL) 88.0 FEET SOUTH OF THE CENTER
 MJ0622'LINE OF THE EAST END OF A CONCRETE PIPE CULVERT NO. 1066, 37.9
 MJ0622'FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 12.0 FEET EAST
 MJ0622'OF A TELEPHONE POLE.  A MISSOURI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0632 ***********************************************************************
 MJ0632  DESIGNATION -  353 BOLT
 MJ0632  PID         -  MJ0632
 MJ0632  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0632  USGS QUAD   -  LOVELAND (1994)
 MJ0632
 MJ0632                         *CURRENT SURVEY CONTROL
 MJ0632  ___________________________________________________________________
 MJ0632* NAD 83(1986)-  41 24 21.     (N)    095 52 35.     (W)     SCALED    
 MJ0632* NAVD 88     -       303.724  (meters)     996.47   (feet)  ADJUSTED  
 MJ0632  ___________________________________________________________________
 MJ0632  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 MJ0632  DYNAMIC HT  -         303.587 (meters)     996.02  (feet)  COMP
 MJ0632  MODELED GRAV-     980,166.8   (mgal)                       NAVD 88
 MJ0632
 MJ0632  VERT ORDER  -  FIRST     CLASS II
 MJ0632
 MJ0632.The horizontal coordinates were scaled from a topographic map and have
 MJ0632.an estimated accuracy of +/- 6 seconds.
 MJ0632
 MJ0632.The orthometric height was determined by differential leveling
 MJ0632.and adjusted by the National Geodetic Survey in June 1991..
 MJ0632
 MJ0632.The geoid height was determined by GEOID03.
 MJ0632
 MJ0632.The dynamic height is computed by dividing the NAVD 88
 MJ0632.geopotential number by the normal gravity value computed on the
 MJ0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0632.degrees latitude (g = 980.6199 gals.).
 MJ0632
 MJ0632.The modeled gravity was interpolated from observed gravity values.
 MJ0632
 MJ0632;                    North         East    Units  Estimated Accuracy
 MJ0632;SPC IA S     -   158,830.      301,330.      MT  (+/- 180 meters Scaled)
 MJ0632
 MJ0632                          SUPERSEDED SURVEY CONTROL
 MJ0632
 MJ0632  NGVD 29 (??/??/92)  303.590  (m)          996.03   (f) ADJ UNCH    1 2
 MJ0632
 MJ0632.Superseded values are not recommended for survey control.
 MJ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0632.See file dsdata.txt to determine how the superseded data were derived.
 MJ0632
 MJ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF595878(NAD 83)
 MJ0632_MARKER: B = BOLT
 MJ0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0632_SP_SET: STONE
 MJ0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0632+STABILITY: SURFACE MOTION
 MJ0632
 MJ0632  HISTORY     - Date     Condition        Report By
 MJ0632  HISTORY     - UNK      MONUMENTED       MORC
 MJ0632  HISTORY     - 1948     GOOD             NGS
 MJ0632
 MJ0632                          STATION DESCRIPTION
 MJ0632
 MJ0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0632'2 MI S FROM HONEY CREEK.
 MJ0632'2.0 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0632'FROM THE STATION SIGN AT HONEY CREEK, 3.4 MILES NORTH ALONG THE
 MJ0632'CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION SIGN AT
 MJ0632'CRESCENT, ABOUT 0.3 MILE SOUTH OF MILEPOST NO. 340, 148.0 FEET
 MJ0632'NORTHEAST OF THE CENTER OF THE EAST END OF A BOX CULVERT NO.
 MJ0632'1005, 62.5 FEET SOUTHEAST OF A WHISTLE SIGN POST, 57.5 FEET EAST
 MJ0632'OF THE CENTER LINE OF THE EAST TRACK.  THE TOP OF A COPPER BOLT
 MJ0632'LEADED IN A STONE 18-INCHES SQUARE AND SET 4.0 FEET UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0631 ***********************************************************************
 MJ0631  DESIGNATION -  353 CAP
 MJ0631  PID         -  MJ0631
 MJ0631  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0631  USGS QUAD   -  LOVELAND (1994)
 MJ0631
 MJ0631                         *CURRENT SURVEY CONTROL
 MJ0631  ___________________________________________________________________
 MJ0631* NAD 83(1986)-  41 24 21.     (N)    095 52 35.     (W)     SCALED    
 MJ0631* NAVD 88     -       304.949  (meters)    1000.49   (feet)  ADJUSTED  
 MJ0631  ___________________________________________________________________
 MJ0631  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 MJ0631  DYNAMIC HT  -         304.812 (meters)    1000.04  (feet)  COMP
 MJ0631  MODELED GRAV-     980,166.8   (mgal)                       NAVD 88
 MJ0631
 MJ0631  VERT ORDER  -  FIRST     CLASS II
 MJ0631
 MJ0631.The horizontal coordinates were scaled from a topographic map and have
 MJ0631.an estimated accuracy of +/- 6 seconds.
 MJ0631
 MJ0631.The orthometric height was determined by differential leveling
 MJ0631.and adjusted by the National Geodetic Survey in June 1991..
 MJ0631
 MJ0631.The geoid height was determined by GEOID03.
 MJ0631
 MJ0631.The dynamic height is computed by dividing the NAVD 88
 MJ0631.geopotential number by the normal gravity value computed on the
 MJ0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0631.degrees latitude (g = 980.6199 gals.).
 MJ0631
 MJ0631.The modeled gravity was interpolated from observed gravity values.
 MJ0631
 MJ0631;                    North         East    Units  Estimated Accuracy
 MJ0631;SPC IA S     -   158,830.      301,330.      MT  (+/- 180 meters Scaled)
 MJ0631
 MJ0631                          SUPERSEDED SURVEY CONTROL
 MJ0631
 MJ0631  NGVD 29 (??/??/92)  304.632  (m)          999.45   (f) ADJ UNCH    1 2
 MJ0631
 MJ0631.Superseded values are not recommended for survey control.
 MJ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0631.See file dsdata.txt to determine how the superseded data were derived.
 MJ0631
 MJ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF595878(NAD 83)
 MJ0631_MARKER: P = PIPE CAP
 MJ0631_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0631_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0631
 MJ0631  HISTORY     - Date     Condition        Report By
 MJ0631  HISTORY     - UNK      MONUMENTED       MORC
 MJ0631  HISTORY     - 1948     GOOD             NGS
 MJ0631
 MJ0631                          STATION DESCRIPTION
 MJ0631
 MJ0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0631'2 MI S FROM HONEY CREEK.
 MJ0631'2.0 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0631'FROM THE STATION SIGN AT HONEY CREEK, 3.4 MILES NORTH ALONG
 MJ0631'THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION SIGN
 MJ0631'AT CRESCENT, ABOUT 0.3 MILE SOUTH OF MILEPOST NO. 340, 148.0
 MJ0631'FEET NORTHEAST OF THE CENTER OF THE EAST END OF A BOX CULVERT NO.
 MJ0631'1005, 62.5 FEET SOUTHEAST OF A WHISTLE SIGN POST, 57.5 FEET EAST
 MJ0631'OF THE CENTER LINE OF THE EAST TRACK.  A MISSOURI RIVER
 MJ0631'COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0637 ***********************************************************************
 MJ0637  DESIGNATION -  355 BOLT
 MJ0637  PID         -  MJ0637
 MJ0637  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0637  USGS QUAD   -  LOVELAND (1994)
 MJ0637
 MJ0637                         *CURRENT SURVEY CONTROL
 MJ0637  ___________________________________________________________________
 MJ0637* NAD 83(1986)-  41 27 34.     (N)    095 52 34.     (W)     SCALED    
 MJ0637* NAVD 88     -       305.119  (meters)    1001.04   (feet)  ADJUSTED  
 MJ0637  ___________________________________________________________________
 MJ0637  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 MJ0637  DYNAMIC HT  -         304.978 (meters)    1000.58  (feet)  COMP
 MJ0637  MODELED GRAV-     980,152.3   (mgal)                       NAVD 88
 MJ0637
 MJ0637  VERT ORDER  -  FIRST     CLASS II
 MJ0637
 MJ0637.The horizontal coordinates were scaled from a topographic map and have
 MJ0637.an estimated accuracy of +/- 6 seconds.
 MJ0637
 MJ0637.The orthometric height was determined by differential leveling
 MJ0637.and adjusted by the National Geodetic Survey in June 1991..
 MJ0637
 MJ0637.The geoid height was determined by GEOID03.
 MJ0637
 MJ0637.The dynamic height is computed by dividing the NAVD 88
 MJ0637.geopotential number by the normal gravity value computed on the
 MJ0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0637.degrees latitude (g = 980.6199 gals.).
 MJ0637
 MJ0637.The modeled gravity was interpolated from observed gravity values.
 MJ0637
 MJ0637;                    North         East    Units  Estimated Accuracy
 MJ0637;SPC IA S     -   164,780.      301,510.      MT  (+/- 180 meters Scaled)
 MJ0637
 MJ0637                          SUPERSEDED SURVEY CONTROL
 MJ0637
 MJ0637  NGVD 29 (??/??/92)  304.980  (m)         1000.59   (f) ADJ UNCH    1 2
 MJ0637
 MJ0637.Superseded values are not recommended for survey control.
 MJ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0637.See file dsdata.txt to determine how the superseded data were derived.
 MJ0637
 MJ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF597937(NAD 83)
 MJ0637_MARKER: B = BOLT
 MJ0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0637_SP_SET: STONE
 MJ0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0637+STABILITY: SURFACE MOTION
 MJ0637
 MJ0637  HISTORY     - Date     Condition        Report By
 MJ0637  HISTORY     - UNK      MONUMENTED       MORC
 MJ0637  HISTORY     - 1948     GOOD             NGS
 MJ0637  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0637  HISTORY     - 19890803 MARK NOT FOUND   NGS
 MJ0637
 MJ0637                          STATION DESCRIPTION
 MJ0637
 MJ0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0637'1.8 MI N FROM HONEY CREEK.
 MJ0637'1.8 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0637'FROM THE STATION SIGN AT HONEY CREEK, ABOUT 300.0 FEET NORTHWEST
 MJ0637'OF A YELLOW FARMHOUSE ON THE EAST SIDE OF U.S. HIGHWAY NO. 75,
 MJ0637'BETWEEN THE TRACK AND THE HIGHWAY, 45.0 FEET EAST OF THE EAST
 MJ0637'RAIL OF THE EAST TRACK, 51.2 FEET NORTHWEST OF STATION NO. 99
 MJ0637'WHICH IS STAMPED IN THE EAST EDGE OF THE HIGHWAY SLAB, 35.7
 MJ0637'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET NORTH
 MJ0637'OF A REFERENCE POST.  THE TOP OF A COPPER BOLT LEADED IN A STONE
 MJ0637'18-INCHES SQUARE AND SET 4.0 FEET UNDERGROUND.
 MJ0637
 MJ0637                          STATION RECOVERY (1955)
 MJ0637
 MJ0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0637'MARK NOT FOUND.
 MJ0637
 MJ0637                          STATION RECOVERY (1989)
 MJ0637
 MJ0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0636 ***********************************************************************
 MJ0636  DESIGNATION -  355 CAP
 MJ0636  PID         -  MJ0636
 MJ0636  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0636  USGS QUAD   -  LOVELAND (1994)
 MJ0636
 MJ0636                         *CURRENT SURVEY CONTROL
 MJ0636  ___________________________________________________________________
 MJ0636* NAD 83(1986)-  41 27 34.     (N)    095 52 34.     (W)     SCALED    
 MJ0636* NAVD 88     -       306.347  (meters)    1005.07   (feet)  ADJUSTED  
 MJ0636  ___________________________________________________________________
 MJ0636  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 MJ0636  DYNAMIC HT  -         306.205 (meters)    1004.61  (feet)  COMP
 MJ0636  MODELED GRAV-     980,152.3   (mgal)                       NAVD 88
 MJ0636
 MJ0636  VERT ORDER  -  FIRST     CLASS II
 MJ0636
 MJ0636.The horizontal coordinates were scaled from a topographic map and have
 MJ0636.an estimated accuracy of +/- 6 seconds.
 MJ0636
 MJ0636.The orthometric height was determined by differential leveling
 MJ0636.and adjusted by the National Geodetic Survey in June 1991..
 MJ0636
 MJ0636.The geoid height was determined by GEOID03.
 MJ0636
 MJ0636.The dynamic height is computed by dividing the NAVD 88
 MJ0636.geopotential number by the normal gravity value computed on the
 MJ0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0636.degrees latitude (g = 980.6199 gals.).
 MJ0636
 MJ0636.The modeled gravity was interpolated from observed gravity values.
 MJ0636
 MJ0636;                    North         East    Units  Estimated Accuracy
 MJ0636;SPC IA S     -   164,780.      301,510.      MT  (+/- 180 meters Scaled)
 MJ0636
 MJ0636                          SUPERSEDED SURVEY CONTROL
 MJ0636
 MJ0636  NGVD 29 (??/??/92)  306.207  (m)         1004.61   (f) ADJ UNCH    1 2
 MJ0636
 MJ0636.Superseded values are not recommended for survey control.
 MJ0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0636.See file dsdata.txt to determine how the superseded data were derived.
 MJ0636
 MJ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF597937(NAD 83)
 MJ0636_MARKER: P = PIPE CAP
 MJ0636_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0636_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0636
 MJ0636  HISTORY     - Date     Condition        Report By
 MJ0636  HISTORY     - UNK      MONUMENTED       MORC
 MJ0636  HISTORY     - 1948     GOOD             NGS
 MJ0636  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0636  HISTORY     - 19890803 MARK NOT FOUND   NGS
 MJ0636
 MJ0636                          STATION DESCRIPTION
 MJ0636
 MJ0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0636'1.8 MI N FROM HONEY CREEK.
 MJ0636'1.8 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MJ0636'THE STATION SIGN AT HONEY CREEK, ABOUT 300.0 FEET NORTHWEST OF A
 MJ0636'YELLOW FARMHOUSE ON THE EAST SIDE OF U.S. HIGHWAY NO. 75,
 MJ0636'BETWEEN THE TRACK AND THE HIGHWAY, 45.0 FEET EAST OF THE EAST
 MJ0636'RAIL OF THE EAST TRACK, 51.2 FEET NORTHWEST OF STATION NO. 99
 MJ0636'WHICH IS STAMPED IN THE EAST EDGE OF THE HIGHWAY SLAB, 35.7 FEET
 MJ0636'WEST OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET NORTH OF A
 MJ0636'REFERENCE POST.  A MISSOURI RIVER COMMISSION STANDARD CAP.
 MJ0636
 MJ0636                          STATION RECOVERY (1955)
 MJ0636
 MJ0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0636'MARK NOT FOUND.
 MJ0636
 MJ0636                          STATION RECOVERY (1989)
 MJ0636
 MJ0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0979 ***********************************************************************
 MJ0979  DESIGNATION -  359 BOLT
 MJ0979  PID         -  MJ0979
 MJ0979  STATE/COUNTY-  IA/HARRISON
 MJ0979  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0979
 MJ0979                         *CURRENT SURVEY CONTROL
 MJ0979  ___________________________________________________________________
 MJ0979* NAD 83(1986)-  41 33 23.     (N)    095 56 39.     (W)     SCALED    
 MJ0979* NAVD 88     -       305.467  (meters)    1002.19   (feet)  ADJUSTED  
 MJ0979  ___________________________________________________________________
 MJ0979  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 MJ0979  DYNAMIC HT  -         305.327 (meters)    1001.73  (feet)  COMP
 MJ0979  MODELED GRAV-     980,156.8   (mgal)                       NAVD 88
 MJ0979
 MJ0979  VERT ORDER  -  FIRST     CLASS II
 MJ0979
 MJ0979.The horizontal coordinates were scaled from a topographic map and have
 MJ0979.an estimated accuracy of +/- 6 seconds.
 MJ0979
 MJ0979.The orthometric height was determined by differential leveling
 MJ0979.and adjusted by the National Geodetic Survey in June 1991..
 MJ0979
 MJ0979.The geoid height was determined by GEOID03.
 MJ0979
 MJ0979.The dynamic height is computed by dividing the NAVD 88
 MJ0979.geopotential number by the normal gravity value computed on the
 MJ0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0979.degrees latitude (g = 980.6199 gals.).
 MJ0979
 MJ0979.The modeled gravity was interpolated from observed gravity values.
 MJ0979
 MJ0979;                    North         East    Units  Estimated Accuracy
 MJ0979;SPC IA S     -   175,700.      296,130.      MT  (+/- 180 meters Scaled)
 MJ0979
 MJ0979                          SUPERSEDED SURVEY CONTROL
 MJ0979
 MJ0979  NGVD 29 (??/??/92)  305.328  (m)         1001.73   (f) ADJ UNCH    1 2
 MJ0979
 MJ0979.Superseded values are not recommended for survey control.
 MJ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0979.See file dsdata.txt to determine how the superseded data were derived.
 MJ0979
 MJ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG544047(NAD 83)
 MJ0979_MARKER: B = BOLT
 MJ0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0979_SP_SET: STONE
 MJ0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0979+STABILITY: SURFACE MOTION
 MJ0979
 MJ0979  HISTORY     - Date     Condition        Report By
 MJ0979  HISTORY     - UNK      MONUMENTED       MORC
 MJ0979  HISTORY     - 1948     GOOD             NGS
 MJ0979
 MJ0979                          STATION DESCRIPTION
 MJ0979
 MJ0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0979'3 MI W FROM MISSOURI VALLEY.
 MJ0979'3.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MJ0979'FROM THE STATION AT MISSOURI VALLEY.  9 RAILS EAST OF BRIDGE
 MJ0979'504, 67.3 FEET WEST OF THE SIXTH POLE WEST OF MILEPOST 4, 45.0
 MJ0979'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 2.5 FEET SOUTH OF
 MJ0979'A FENCE, 1.3 FEET WEST OF A WITNESS POST, THE TOP OF A COPPER
 MJ0979'BOLT WHICH IS LEADED IN THE TOP OF AN 18 INCH SQUARE STONE
 MJ0979'WHICH IS SET 4.0 FEET UNDER GROUND, ACCESS TO WHICH IS HAD
 MJ0979'THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD
 MJ0979'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0978 ***********************************************************************
 MJ0978  DESIGNATION -  359 CAP
 MJ0978  PID         -  MJ0978
 MJ0978  STATE/COUNTY-  IA/HARRISON
 MJ0978  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0978
 MJ0978                         *CURRENT SURVEY CONTROL
 MJ0978  ___________________________________________________________________
 MJ0978* NAD 83(1986)-  41 33 23.     (N)    095 56 39.     (W)     SCALED    
 MJ0978* NAVD 88     -       306.647  (meters)    1006.06   (feet)  ADJUSTED  
 MJ0978  ___________________________________________________________________
 MJ0978  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 MJ0978  DYNAMIC HT  -         306.506 (meters)    1005.60  (feet)  COMP
 MJ0978  MODELED GRAV-     980,156.8   (mgal)                       NAVD 88
 MJ0978
 MJ0978  VERT ORDER  -  FIRST     CLASS II
 MJ0978
 MJ0978.The horizontal coordinates were scaled from a topographic map and have
 MJ0978.an estimated accuracy of +/- 6 seconds.
 MJ0978
 MJ0978.The orthometric height was determined by differential leveling
 MJ0978.and adjusted by the National Geodetic Survey in June 1991..
 MJ0978
 MJ0978.The geoid height was determined by GEOID03.
 MJ0978
 MJ0978.The dynamic height is computed by dividing the NAVD 88
 MJ0978.geopotential number by the normal gravity value computed on the
 MJ0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0978.degrees latitude (g = 980.6199 gals.).
 MJ0978
 MJ0978.The modeled gravity was interpolated from observed gravity values.
 MJ0978
 MJ0978;                    North         East    Units  Estimated Accuracy
 MJ0978;SPC IA S     -   175,700.      296,130.      MT  (+/- 180 meters Scaled)
 MJ0978
 MJ0978                          SUPERSEDED SURVEY CONTROL
 MJ0978
 MJ0978  NGVD 29 (??/??/92)  306.508  (m)         1005.60   (f) ADJ UNCH    1 2
 MJ0978
 MJ0978.Superseded values are not recommended for survey control.
 MJ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0978.See file dsdata.txt to determine how the superseded data were derived.
 MJ0978
 MJ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG544047(NAD 83)
 MJ0978_MARKER: P = PIPE CAP
 MJ0978_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0978_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0978
 MJ0978  HISTORY     - Date     Condition        Report By
 MJ0978  HISTORY     - UNK      MONUMENTED       MORC
 MJ0978  HISTORY     - 1948     GOOD             NGS
 MJ0978
 MJ0978                          STATION DESCRIPTION
 MJ0978
 MJ0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0978'3 MI W FROM MISSOURI VALLEY.
 MJ0978'3.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MJ0978'THE STATION AT MISSOURI VALLEY, 9 RAILS EAST OF BRIDGE NO. 504,
 MJ0978'67.3 FEET WEST OF THE 6 TH. POLE WEST OF MILEPOST NO. 4, 45.0
 MJ0978'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 2.5 FEET SOUTH OF A
 MJ0978'FENCE, 1.3 FEET WEST OF A REFERENCE POST.  THE TOP OF A MISSOURI
 MJ0978'RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0534 ***********************************************************************
 MG0534  DESIGNATION -  36
 MG0534  PID         -  MG0534
 MG0534  STATE/COUNTY-  IA/JOHNSON
 MG0534  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0534
 MG0534                         *CURRENT SURVEY CONTROL
 MG0534  ___________________________________________________________________
 MG0534* NAD 83(1986)-  41 39 54.     (N)    091 33 20.     (W)     SCALED    
 MG0534* NAVD 88     -       205.848  (meters)     675.35   (feet)  ADJUSTED  
 MG0534  ___________________________________________________________________
 MG0534  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0534  DYNAMIC HT  -         205.769 (meters)     675.09  (feet)  COMP
 MG0534  MODELED GRAV-     980,236.2   (mgal)                       NAVD 88
 MG0534
 MG0534  VERT ORDER  -  FIRST     CLASS II
 MG0534
 MG0534.The horizontal coordinates were scaled from a topographic map and have
 MG0534.an estimated accuracy of +/- 6 seconds.
 MG0534
 MG0534.The orthometric height was determined by differential leveling
 MG0534.and adjusted by the National Geodetic Survey in June 1991..
 MG0534
 MG0534.The geoid height was determined by GEOID03.
 MG0534
 MG0534.The dynamic height is computed by dividing the NAVD 88
 MG0534.geopotential number by the normal gravity value computed on the
 MG0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0534.degrees latitude (g = 980.6199 gals.).
 MG0534
 MG0534.The modeled gravity was interpolated from observed gravity values.
 MG0534
 MG0534;                    North         East    Units  Estimated Accuracy
 MG0534;SPC IA S     -   186,710.      661,920.      MT  (+/- 180 meters Scaled)
 MG0534
 MG0534                          SUPERSEDED SURVEY CONTROL
 MG0534
 MG0534  NGVD 29 (??/??/92)  205.882  (m)          675.46   (f) ADJ UNCH    1 2
 MG0534
 MG0534.Superseded values are not recommended for survey control.
 MG0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0534.See file dsdata.txt to determine how the superseded data were derived.
 MG0534
 MG0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG202135(NAD 83)
 MG0534_MARKER: DD = SURVEY DISK
 MG0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0534_STAMPING: 36
 MG0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0534+STABILITY: SURFACE MOTION
 MG0534
 MG0534  HISTORY     - Date     Condition        Report By
 MG0534  HISTORY     - UNK      MONUMENTED       IASUNI
 MG0534  HISTORY     - 1935     GOOD             IAGS
 MG0534  HISTORY     - 1964     MARK NOT FOUND   NGS
 MG0534
 MG0534                          STATION DESCRIPTION
 MG0534
 MG0534'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0534'AT IOWA CITY.
 MG0534'AT IOWA CITY, JOHNSON COUNTY, AT THE INTERSECTION OF NEWTON ROAD
 MG0534'AND U.S. HIGHWAY 6 EAST OF BLACK SPRINGS, 133 FEET EAST OF THE
 MG0534'POINT OF SEPARATION OF THE PAVEMENTS, AND 37 FEET SOUTH OF THE
 MG0534'CENTERLINE OF U.S. HIGHWAY 6.  A STATE UNIVERSITY OF IOWA STANDARD
 MG0534'DISK, STAMPED 36 AND SET IN THE TOP OF A CONCRETE POST.
 MG0534
 MG0534                          STATION RECOVERY (1964)
 MG0534
 MG0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0099 ***********************************************************************
 MK0099  DESIGNATION -  360 A BOLT
 MK0099  PID         -  MK0099
 MK0099  STATE/COUNTY-  IA/HARRISON
 MK0099  USGS QUAD   -  MODALE (1970)
 MK0099
 MK0099                         *CURRENT SURVEY CONTROL
 MK0099  ___________________________________________________________________
 MK0099* NAD 83(1986)-  41 33 33.     (N)    096 03 08.     (W)     SCALED    
 MK0099* NAVD 88     -       306.511  (meters)    1005.61   (feet)  ADJUSTED  
 MK0099  ___________________________________________________________________
 MK0099  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 MK0099  DYNAMIC HT  -         306.372 (meters)    1005.16  (feet)  COMP
 MK0099  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 MK0099
 MK0099  VERT ORDER  -  SECOND    CLASS 0
 MK0099
 MK0099.The horizontal coordinates were scaled from a topographic map and have
 MK0099.an estimated accuracy of +/- 6 seconds.
 MK0099
 MK0099.The orthometric height was determined by differential leveling
 MK0099.and adjusted by the National Geodetic Survey in June 1991..
 MK0099
 MK0099.The geoid height was determined by GEOID03.
 MK0099
 MK0099.The dynamic height is computed by dividing the NAVD 88
 MK0099.geopotential number by the normal gravity value computed on the
 MK0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0099.degrees latitude (g = 980.6199 gals.).
 MK0099
 MK0099.The modeled gravity was interpolated from observed gravity values.
 MK0099
 MK0099;                    North         East    Units  Estimated Accuracy
 MK0099;SPC IA S     -   176,270.      287,130.      MT  (+/- 180 meters Scaled)
 MK0099
 MK0099                          SUPERSEDED SURVEY CONTROL
 MK0099
 MK0099  NGVD 29 (??/??/92)  306.369  (m)         1005.15   (f) ADJ UNCH    2 0
 MK0099
 MK0099.Superseded values are not recommended for survey control.
 MK0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0099.See file dsdata.txt to determine how the superseded data were derived.
 MK0099
 MK0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM458050(NAD 83)
 MK0099_MARKER: B = BOLT
 MK0099_SETTING: 66 = SET IN ROCK OUTCROP
 MK0099_SP_SET: STONE
 MK0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK0099+STABILITY: POSITION/ELEVATION WELL
 MK0099
 MK0099  HISTORY     - Date     Condition        Report By
 MK0099  HISTORY     - UNK      MONUMENTED       MORC
 MK0099  HISTORY     - 1948     GOOD             NGS
 MK0099
 MK0099                          STATION DESCRIPTION
 MK0099
 MK0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0099'2.8 MI W FROM CALIFORNIA JUNCTION.
 MK0099'2.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0099'THE STATION AT CALIFORNIA JUNCTION, 8 1/2 RAILS EAST OF A ROAD
 MK0099'CROSSING, 91.3 FEET SOUTH OF THE 10TH POLE EAST OF MILEPOST 9,
 MK0099'44.5 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 2.0 FEET NORTH OF
 MK0099'A FENCE, 1.3 FEET EAST OF A WITNESS POST, THE TOP OF A COPPER
 MK0099'BOLT LEADED IN THE TOP OF AN 18 INCH SQUARE STONE WHICH IS 4.0
 MK0099'FEET UNDER THE GROUND AND ACCESS TO WHICH IS HAD THROUGH AN
 MK0099'IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0100 ***********************************************************************
 MK0100  DESIGNATION -  360 A CAP
 MK0100  PID         -  MK0100
 MK0100  STATE/COUNTY-  IA/HARRISON
 MK0100  USGS QUAD   -  MODALE (1970)
 MK0100
 MK0100                         *CURRENT SURVEY CONTROL
 MK0100  ___________________________________________________________________
 MK0100* NAD 83(1986)-  41 33 33.     (N)    096 03 08.     (W)     SCALED    
 MK0100* NAVD 88     -       307.757  (meters)    1009.70   (feet)  ADJUSTED  
 MK0100  ___________________________________________________________________
 MK0100  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 MK0100  DYNAMIC HT  -         307.617 (meters)    1009.24  (feet)  COMP
 MK0100  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 MK0100
 MK0100  VERT ORDER  -  SECOND    CLASS 0
 MK0100
 MK0100.The horizontal coordinates were scaled from a topographic map and have
 MK0100.an estimated accuracy of +/- 6 seconds.
 MK0100
 MK0100.The orthometric height was determined by differential leveling
 MK0100.and adjusted by the National Geodetic Survey in June 1991..
 MK0100
 MK0100.The geoid height was determined by GEOID03.
 MK0100
 MK0100.The dynamic height is computed by dividing the NAVD 88
 MK0100.geopotential number by the normal gravity value computed on the
 MK0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0100.degrees latitude (g = 980.6199 gals.).
 MK0100
 MK0100.The modeled gravity was interpolated from observed gravity values.
 MK0100
 MK0100;                    North         East    Units  Estimated Accuracy
 MK0100;SPC IA S     -   176,270.      287,130.      MT  (+/- 180 meters Scaled)
 MK0100
 MK0100                          SUPERSEDED SURVEY CONTROL
 MK0100
 MK0100  NGVD 29 (??/??/92)  307.615  (m)         1009.23   (f) ADJ UNCH    2 0
 MK0100
 MK0100.Superseded values are not recommended for survey control.
 MK0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0100.See file dsdata.txt to determine how the superseded data were derived.
 MK0100
 MK0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM458050(NAD 83)
 MK0100_MARKER: P = PIPE CAP
 MK0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0100_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MK0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0100
 MK0100  HISTORY     - Date     Condition        Report By
 MK0100  HISTORY     - UNK      MONUMENTED       CGS
 MK0100  HISTORY     - 1948     GOOD             NGS
 MK0100
 MK0100                          STATION DESCRIPTION
 MK0100
 MK0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0100'2.8 MI W FROM CALIFORNIA JUNCTION.
 MK0100'2.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0100'THE STATION AT CALIFORNIA JUNCTION, 8 1/2 RAILS EAST OF A ROAD
 MK0100'CROSSING, 91.3 FEET SOUTH OF THE 10TH. POLE EAST OF MILEPOST NO.
 MK0100'9, 44.5 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 2.0 FEET NORTH
 MK0100'OF A FENCE, 1.3 FEET EAST OF A REFERENCE POST.  THE TOP OF A
 MK0100'MISSOURI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0986 ***********************************************************************
 MJ0986  DESIGNATION -  360 BOLT
 MJ0986  PID         -  MJ0986
 MJ0986  STATE/COUNTY-  IA/HARRISON
 MJ0986  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0986
 MJ0986                         *CURRENT SURVEY CONTROL
 MJ0986  ___________________________________________________________________
 MJ0986* NAD 83(1986)-  41 33 26.     (N)    095 59 40.     (W)     SCALED    
 MJ0986* NAVD 88     -       305.653  (meters)    1002.80   (feet)  ADJUSTED  
 MJ0986  ___________________________________________________________________
 MJ0986  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 MJ0986  DYNAMIC HT  -         305.513 (meters)    1002.34  (feet)  COMP
 MJ0986  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 MJ0986
 MJ0986  VERT ORDER  -  FIRST     CLASS II
 MJ0986
 MJ0986.The horizontal coordinates were scaled from a topographic map and have
 MJ0986.an estimated accuracy of +/- 6 seconds.
 MJ0986
 MJ0986.The orthometric height was determined by differential leveling
 MJ0986.and adjusted by the National Geodetic Survey in June 1991..
 MJ0986
 MJ0986.The geoid height was determined by GEOID03.
 MJ0986
 MJ0986.The dynamic height is computed by dividing the NAVD 88
 MJ0986.geopotential number by the normal gravity value computed on the
 MJ0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0986.degrees latitude (g = 980.6199 gals.).
 MJ0986
 MJ0986.The modeled gravity was interpolated from observed gravity values.
 MJ0986
 MJ0986;                    North         East    Units  Estimated Accuracy
 MJ0986;SPC IA S     -   175,910.      291,940.      MT  (+/- 180 meters Scaled)
 MJ0986
 MJ0986                          SUPERSEDED SURVEY CONTROL
 MJ0986
 MJ0986  NGVD 29 (??/??/92)  305.511  (m)         1002.33   (f) ADJ UNCH    1 2
 MJ0986
 MJ0986.Superseded values are not recommended for survey control.
 MJ0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0986.See file dsdata.txt to determine how the superseded data were derived.
 MJ0986
 MJ0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG502049(NAD 83)
 MJ0986_MARKER: B = BOLT
 MJ0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0986_SP_SET: STONE
 MJ0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0986+STABILITY: SURFACE MOTION
 MJ0986
 MJ0986  HISTORY     - Date     Condition        Report By
 MJ0986  HISTORY     - UNK      MONUMENTED       MORC
 MJ0986  HISTORY     - 1947     GOOD             NGS
 MJ0986  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MJ0986
 MJ0986                          STATION DESCRIPTION
 MJ0986
 MJ0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0986'AT CALIFORNIA JUNCTION.
 MJ0986'A CALIFORNIA JUNCTION, AT THE CROSSING OF THE CHICAGO AND NORTH
 MJ0986'WESTERN RAILROAD AND STATE HIGHWAY 300, 41.4 FEET SOUTH OF THE
 MJ0986'SOUTH RAIL OF THE SOUTH TRACK, 30.0 FEET EAST OF THE CENTER
 MJ0986'LINE OF THE HIGHWAY, 9.0 FEET SOUTH-SOUTHEAST OF A FENCE CORNER
 MJ0986'POST, 4.0 FEET EAST OF A NORTH AND SOUTH FENCE, 1.5 FEET NORTH
 MJ0986'OF A WITNESS POST, THE TOP OF A COPPER BOLT WHICH IS LEADED
 MJ0986'IN THE TOP OF AN 18 INCH SQUARE STONE WHICH IS SET 4.0 FEET
 MJ0986'UNDER THE GROUND AND ACCESS TO WHICH IS HAD THROUGH AN IRON
 MJ0986'PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
 MJ0986
 MJ0986                          STATION RECOVERY (1989)
 MJ0986
 MJ0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0986'THE BOLT IS AT THE BOTTOM OF A 48-INCH ACCESS PIPE AND IT IS
 MJ0986'IMPOSSIBLE TO TELL IF THE BOLT IS STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0985 ***********************************************************************
 MJ0985  DESIGNATION -  360 CAP
 MJ0985  PID         -  MJ0985
 MJ0985  STATE/COUNTY-  IA/HARRISON
 MJ0985  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0985
 MJ0985                         *CURRENT SURVEY CONTROL
 MJ0985  ___________________________________________________________________
 MJ0985* NAD 83(1986)-  41 33 26.     (N)    095 59 40.     (W)     SCALED    
 MJ0985* NAVD 88     -       306.877  (meters)    1006.81   (feet)  ADJUSTED  
 MJ0985  ___________________________________________________________________
 MJ0985  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 MJ0985  DYNAMIC HT  -         306.737 (meters)    1006.35  (feet)  COMP
 MJ0985  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 MJ0985
 MJ0985  VERT ORDER  -  FIRST     CLASS II
 MJ0985
 MJ0985.The horizontal coordinates were scaled from a topographic map and have
 MJ0985.an estimated accuracy of +/- 6 seconds.
 MJ0985
 MJ0985.The orthometric height was determined by differential leveling
 MJ0985.and adjusted by the National Geodetic Survey in June 1991..
 MJ0985
 MJ0985.The geoid height was determined by GEOID03.
 MJ0985
 MJ0985.The dynamic height is computed by dividing the NAVD 88
 MJ0985.geopotential number by the normal gravity value computed on the
 MJ0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0985.degrees latitude (g = 980.6199 gals.).
 MJ0985
 MJ0985.The modeled gravity was interpolated from observed gravity values.
 MJ0985
 MJ0985;                    North         East    Units  Estimated Accuracy
 MJ0985;SPC IA S     -   175,910.      291,940.      MT  (+/- 180 meters Scaled)
 MJ0985
 MJ0985                          SUPERSEDED SURVEY CONTROL
 MJ0985
 MJ0985  NGVD 29 (??/??/92)  306.735  (m)         1006.35   (f) ADJ UNCH    1 2
 MJ0985
 MJ0985.Superseded values are not recommended for survey control.
 MJ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0985.See file dsdata.txt to determine how the superseded data were derived.
 MJ0985
 MJ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG502049(NAD 83)
 MJ0985_MARKER: P = PIPE CAP
 MJ0985_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0985_SP_SET: METAL PIPE IMBEDDED IN GROUND
 MJ0985_MARK LOGO: MORC  
 MJ0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0985+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1989
 MJ0985
 MJ0985  HISTORY     - Date     Condition        Report By
 MJ0985  HISTORY     - UNK      MONUMENTED       MORC
 MJ0985  HISTORY     - 1948     GOOD             NGS
 MJ0985  HISTORY     - 19890804 POOR             NGS
 MJ0985
 MJ0985                          STATION DESCRIPTION
 MJ0985
 MJ0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0985'AT CALIFORNIA JUNCTION.
 MJ0985'AT CALIFORNIA JUNCTION, AT THE CROSSING OF THE CHICAGO AND
 MJ0985'NORTH WESTERN RAILROAD AND STATE HIGHWAY 300, 41.4 FEET SOUTH
 MJ0985'OF THE SOUTH RAIL OF THE SOUTH TRACK, 30.0 FEET EAST OF THE
 MJ0985'CENTER LINE OF THE HIGHWAY, 9.0 FEET SOUTHEAST OF A FENCE CORNER
 MJ0985'POST, 4.0 FEET EAST OF A NORTH AND SOUTH FENCE, 1.5 FEET NORTH
 MJ0985'OF A WITNESS POST, A MISSOURI RIVER COMMISSION STANDARD CAP
 MJ0985'ON THE TOP OF AN IRON PIPE.
 MJ0985
 MJ0985                          STATION RECOVERY (1989)
 MJ0985
 MJ0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0985'RECOVERED IN POOR CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.5 KM
 MJ0985'(4.05 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH
 MJ0985'INTERSTATE HIGHWAY 29 IN MISSOURI VALLEY, THENCE 0.7 KM (0.45 MI)
 MJ0985'NORTHERLY ALONG A PAVED ROAD, AT THE SMALL COMMUNITY OF CALIFORNIA
 MJ0985'JUNCTION, 16.9 M (55.4 FT) SOUTH OF THE NEAR RAIL OF THE CHICAGO AND
 MJ0985'NORTHWESTERN RAILROAD, 9.2 M (30.2 FT) EAST OF THE CENTER OF THE ROAD,
 MJ0985'3.3 M (10.8 FT) SOUTH OF A UTILITY POLE, 3.2 M (10.5 FT) SOUTH OF
 MJ0985'BENCH MARK X 180 , 1.6 M (5.2 FT) BELOW THE LEVEL OF THE ROAD, 0.5 M
 MJ0985'(1.6 FT) NORTH OF A WITNESS POST, A PIPE CAP ON TOP OF AN IRON PIPE
 MJ0985'THAT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.  NOTE--PART OF
 MJ0985'THE CAP HAS BEEN BROKEN OFF AND IS SETTING LOOSE ON THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0002 ***********************************************************************
 MK0002  DESIGNATION -  361 BOLT
 MK0002  PID         -  MK0002
 MK0002  STATE/COUNTY-  IA/HARRISON
 MK0002  USGS QUAD   -  MODALE (1970)
 MK0002
 MK0002                         *CURRENT SURVEY CONTROL
 MK0002  ___________________________________________________________________
 MK0002* NAD 83(1986)-  41 34 48.     (N)    096 00 11.     (W)     SCALED    
 MK0002* NAVD 88     -       306.534  (meters)    1005.69   (feet)  ADJUSTED  
 MK0002  ___________________________________________________________________
 MK0002  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 MK0002  DYNAMIC HT  -         306.396 (meters)    1005.23  (feet)  COMP
 MK0002  MODELED GRAV-     980,164.9   (mgal)                       NAVD 88
 MK0002
 MK0002  VERT ORDER  -  FIRST     CLASS II
 MK0002
 MK0002.The horizontal coordinates were scaled from a topographic map and have
 MK0002.an estimated accuracy of +/- 6 seconds.
 MK0002
 MK0002.The orthometric height was determined by differential leveling
 MK0002.and adjusted by the National Geodetic Survey in June 1991..
 MK0002
 MK0002.The geoid height was determined by GEOID03.
 MK0002
 MK0002.The dynamic height is computed by dividing the NAVD 88
 MK0002.geopotential number by the normal gravity value computed on the
 MK0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0002.degrees latitude (g = 980.6199 gals.).
 MK0002
 MK0002.The modeled gravity was interpolated from observed gravity values.
 MK0002
 MK0002;                    North         East    Units  Estimated Accuracy
 MK0002;SPC IA S     -   178,460.      291,300.      MT  (+/- 180 meters Scaled)
 MK0002
 MK0002                          SUPERSEDED SURVEY CONTROL
 MK0002
 MK0002  NGVD 29 (??/??/92)  306.389  (m)         1005.21   (f) ADJ UNCH    1 2
 MK0002
 MK0002.Superseded values are not recommended for survey control.
 MK0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0002.See file dsdata.txt to determine how the superseded data were derived.
 MK0002
 MK0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM498074(NAD 83)
 MK0002_MARKER: B = BOLT
 MK0002_SETTING: 66 = SET IN ROCK OUTCROP
 MK0002_SP_SET: STONE
 MK0002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK0002+STABILITY: POSITION/ELEVATION WELL
 MK0002
 MK0002  HISTORY     - Date     Condition        Report By
 MK0002  HISTORY     - UNK      MONUMENTED       MORC
 MK0002  HISTORY     - 1948     GOOD             NGS
 MK0002  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MK0002
 MK0002                          STATION DESCRIPTION
 MK0002
 MK0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0002'2.2 MI NW FROM CALIFORNIA JUNCTION.
 MK0002'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 300 FROM THE CHICAGO
 MK0002'AND NORTH WESTERN RAILWAY STATION AT CALIFORNIA JUNCTION, THENCE
 MK0002'0.5 MILE WEST ALONG A DIRT ROAD, AT THE CROSSING OF THE TRACK
 MK0002'AND THE DIRT ROAD, 67.0 FEET SOUTH OF THE CENTER LINE OF THE
 MK0002'ROAD, 43.0 FEET EAST OF THE EAST RAIL OF THE TRACK, 33.0 FEET
 MK0002'SOUTH OF THE FIRST POLE SOUTH OF THE CROSSING, 4.0 FEET WEST OF
 MK0002'A FENCE, 1.0 FOOT NORTH OF A REFERENCE POST, 6 1/2 RAILS NORTH
 MK0002'OF SIGNAL TOWER NO. 26.  THE TOP OF A COPPER BOLT LEADED IN A
 MK0002'STONE 18-INCHES SQUARE AND SET 4.0 FEET UNDERGROUND ACCESS TO
 MK0002'WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER
 MK0002'COMMISSION STANDARD CAP.
 MK0002
 MK0002                          STATION RECOVERY (1989)
 MK0002
 MK0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0003 ***********************************************************************
 MK0003  DESIGNATION -  361 CAP
 MK0003  PID         -  MK0003
 MK0003  STATE/COUNTY-  IA/HARRISON
 MK0003  USGS QUAD   -  MODALE (1970)
 MK0003
 MK0003                         *CURRENT SURVEY CONTROL
 MK0003  ___________________________________________________________________
 MK0003* NAD 83(1986)-  41 34 49.     (N)    096 00 12.     (W)     SCALED    
 MK0003* NAVD 88     -       307.762  (meters)    1009.72   (feet)  ADJUSTED  
 MK0003  ___________________________________________________________________
 MK0003  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 MK0003  DYNAMIC HT  -         307.624 (meters)    1009.26  (feet)  COMP
 MK0003  MODELED GRAV-     980,165.0   (mgal)                       NAVD 88
 MK0003
 MK0003  VERT ORDER  -  FIRST     CLASS II
 MK0003
 MK0003.The horizontal coordinates were scaled from a topographic map and have
 MK0003.an estimated accuracy of +/- 6 seconds.
 MK0003
 MK0003.The orthometric height was determined by differential leveling
 MK0003.and adjusted by the National Geodetic Survey in June 1991..
 MK0003
 MK0003.The geoid height was determined by GEOID03.
 MK0003
 MK0003.The dynamic height is computed by dividing the NAVD 88
 MK0003.geopotential number by the normal gravity value computed on the
 MK0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0003.degrees latitude (g = 980.6199 gals.).
 MK0003
 MK0003.The modeled gravity was interpolated from observed gravity values.
 MK0003
 MK0003;                    North         East    Units  Estimated Accuracy
 MK0003;SPC IA S     -   178,490.      291,280.      MT  (+/- 180 meters Scaled)
 MK0003
 MK0003                          SUPERSEDED SURVEY CONTROL
 MK0003
 MK0003  NGVD 29 (??/??/92)  307.616  (m)         1009.24   (f) ADJ UNCH    1 2
 MK0003
 MK0003.Superseded values are not recommended for survey control.
 MK0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0003.See file dsdata.txt to determine how the superseded data were derived.
 MK0003
 MK0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM498075(NAD 83)
 MK0003_MARKER: P = PIPE CAP
 MK0003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0003_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MK0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0003
 MK0003  HISTORY     - Date     Condition        Report By
 MK0003  HISTORY     - UNK      MONUMENTED       MORC
 MK0003  HISTORY     - 1948     GOOD             NGS
 MK0003  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0003  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MK0003
 MK0003                          STATION DESCRIPTION
 MK0003
 MK0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0003'2.2 MI NW FROM CALIFORNIA JUNCTION.
 MK0003'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 300 FROM THE CHICAGO AND
 MK0003'NORTH WESTERN RAILWAY STATION AT CALIFORNIA JUNCTION, THENCE
 MK0003'0.5 MILE WEST ALONG A DIRT ROAD, AT THE CROSSING OF THE TRACK
 MK0003'AND THE DIRT ROAD, 67.0 FEET SOUTH OF THE CENTER LINE OF THE
 MK0003'ROAD, 43.0 FEET EAST OF THE EAST RAIL OF THE TRACK, 33.0 FEET
 MK0003'SOUTH OF THE FIRST POLE SOUTH OF THE CROSSING, 4.0 FEET WEST
 MK0003'OF A FENCE, 1.0 FOOT NORTH OF A REFERENCE POST, 6 1/2 RAILS
 MK0003'NORTH OF SIGNAL TOWER NO. 26.  THE TOP OF A MISSOURI RIVER
 MK0003'COMMISSION STANDARD CAP.
 MK0003
 MK0003                          STATION RECOVERY (1970)
 MK0003
 MK0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0003'MARK NOT FOUND.
 MK0003
 MK0003                          STATION RECOVERY (1989)
 MK0003
 MK0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0008 ***********************************************************************
 MK0008  DESIGNATION -  362 BOLT
 MK0008  PID         -  MK0008
 MK0008  STATE/COUNTY-  IA/HARRISON
 MK0008  USGS QUAD   -  MODALE (1970)
 MK0008
 MK0008                         *CURRENT SURVEY CONTROL
 MK0008  ___________________________________________________________________
 MK0008* NAD 83(1986)-  41 36 32.     (N)    096 00 28.     (W)     SCALED    
 MK0008* NAVD 88     -       307.562  (meters)    1009.06   (feet)  ADJUSTED  
 MK0008  ___________________________________________________________________
 MK0008  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 MK0008  DYNAMIC HT  -         307.425 (meters)    1008.61  (feet)  COMP
 MK0008  MODELED GRAV-     980,170.9   (mgal)                       NAVD 88
 MK0008
 MK0008  VERT ORDER  -  FIRST     CLASS II
 MK0008
 MK0008.The horizontal coordinates were scaled from a topographic map and have
 MK0008.an estimated accuracy of +/- 6 seconds.
 MK0008
 MK0008.The orthometric height was determined by differential leveling
 MK0008.and adjusted by the National Geodetic Survey in June 1991..
 MK0008.WARNING-Repeat measurements at this control monument indicate possible
 MK0008.vertical movement.
 MK0008
 MK0008.The geoid height was determined by GEOID03.
 MK0008
 MK0008.The dynamic height is computed by dividing the NAVD 88
 MK0008.geopotential number by the normal gravity value computed on the
 MK0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0008.degrees latitude (g = 980.6199 gals.).
 MK0008
 MK0008.The modeled gravity was interpolated from observed gravity values.
 MK0008
 MK0008;                    North         East    Units  Estimated Accuracy
 MK0008;SPC IA S     -   181,680.      291,000.      MT  (+/- 180 meters Scaled)
 MK0008
 MK0008                          SUPERSEDED SURVEY CONTROL
 MK0008
 MK0008  NGVD 29 (??/??/92)  307.413  (m)         1008.57   (f) ADJ UNCH    1 2
 MK0008
 MK0008.Superseded values are not recommended for survey control.
 MK0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0008.See file dsdata.txt to determine how the superseded data were derived.
 MK0008
 MK0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM493106(NAD 83)
 MK0008_MARKER: B = BOLT
 MK0008_SETTING: 66 = SET IN ROCK OUTCROP
 MK0008_SP_SET: STONE
 MK0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK0008+STABILITY: POSITION/ELEVATION WELL
 MK0008
 MK0008  HISTORY     - Date     Condition        Report By
 MK0008  HISTORY     - UNK      MONUMENTED       MORC
 MK0008  HISTORY     - 1948     GOOD             NGS
 MK0008  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MK0008
 MK0008                          STATION DESCRIPTION
 MK0008
 MK0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0008'0.7 MI S FROM MODALE.
 MK0008'0.7 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0008'THE STATION AT MODALE, 195.0 FEET NORTH OF THE NORTH END OF
 MK0008'BRIDGE NO. 510, 45.0 FEET EAST OF THE EAST RAIL OF THE MAIN
 MK0008'TRACK, 22.3 FEET NORTH-NORTHEAST OF THE SECOND POLE NORTH OF
 MK0008'THE BRIDGE, 1.4 FEET WEST OF A FENCE, 1.6 FEET SOUTH OF A
 MK0008'REFERENCE POST.  THE TOP OF A COPPER BOLT LEADED IN A STONE
 MK0008'18-INCHES SQUARE AND SET 4.0 FEET UNDERGROUND, ACCESS TO WHICH
 MK0008'IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 MK0008'STANDARD CAP.
 MK0008
 MK0008                          STATION RECOVERY (1989)
 MK0008
 MK0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0018 ***********************************************************************
 MK0018  DESIGNATION -  363 BOLT
 MK0018  PID         -  MK0018
 MK0018  STATE/COUNTY-  IA/HARRISON
 MK0018  USGS QUAD   -  MONDAMIN (1970)
 MK0018
 MK0018                         *CURRENT SURVEY CONTROL
 MK0018  ___________________________________________________________________
 MK0018* NAD 83(1986)-  41 38 11.     (N)    096 00 44.     (W)     SCALED    
 MK0018* NAVD 88     -       308.006  (meters)    1010.52   (feet)  ADJUSTED  
 MK0018  ___________________________________________________________________
 MK0018  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 MK0018  DYNAMIC HT  -         307.871 (meters)    1010.07  (feet)  COMP
 MK0018  MODELED GRAV-     980,176.8   (mgal)                       NAVD 88
 MK0018
 MK0018  VERT ORDER  -  FIRST     CLASS II
 MK0018
 MK0018.The horizontal coordinates were scaled from a topographic map and have
 MK0018.an estimated accuracy of +/- 6 seconds.
 MK0018
 MK0018.The orthometric height was determined by differential leveling
 MK0018.and adjusted by the National Geodetic Survey in June 1991..
 MK0018
 MK0018.The geoid height was determined by GEOID03.
 MK0018
 MK0018.The dynamic height is computed by dividing the NAVD 88
 MK0018.geopotential number by the normal gravity value computed on the
 MK0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0018.degrees latitude (g = 980.6199 gals.).
 MK0018
 MK0018.The modeled gravity was interpolated from observed gravity values.
 MK0018
 MK0018;                    North         East    Units  Estimated Accuracy
 MK0018;SPC IA S     -   184,750.      290,710.      MT  (+/- 180 meters Scaled)
 MK0018
 MK0018                          SUPERSEDED SURVEY CONTROL
 MK0018
 MK0018  NGVD 29 (??/??/92)  307.856  (m)         1010.02   (f) ADJ UNCH    1 2
 MK0018
 MK0018.Superseded values are not recommended for survey control.
 MK0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0018.See file dsdata.txt to determine how the superseded data were derived.
 MK0018
 MK0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM488137(NAD 83)
 MK0018_MARKER: B = BOLT
 MK0018_SETTING: 66 = SET IN ROCK OUTCROP
 MK0018_SP_SET: STONE
 MK0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK0018+STABILITY: POSITION/ELEVATION WELL
 MK0018
 MK0018  HISTORY     - Date     Condition        Report By
 MK0018  HISTORY     - UNK      MONUMENTED       MORC
 MK0018  HISTORY     - 1948     GOOD             NGS
 MK0018  HISTORY     - 19890807 MARK NOT FOUND   NGS
 MK0018
 MK0018                          STATION DESCRIPTION
 MK0018
 MK0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0018'1.2 MI N FROM MODALE.
 MK0018'1.25 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0018'FROM THE STATION AT MODALE, AT A POINT WHERE A NORTH AND SOUTH
 MK0018'DIRT ROAD ON THE WEST SIDE OF THE RAILROAD CROSSES THE TRACK
 MK0018'AND CONTINUES NORTH ON THE EAST SIDE OF THE RAILROAD, 96.0 FEET
 MK0018'SOUTHEAST OF THE CENTER OF THE ROAD CROSSING, 45.0 FEET EAST OF
 MK0018'THE EAST RAIL, 1.2 FEET NORTH OF A REFERENCE POST, 0.8 FOOT
 MK0018'WEST OF THE EAST RIGHT-OF-WAY FENCE, A COPPER BOLT SET IN THE
 MK0018'TOP OF AN 18-INCH SQUARE STONE WHICH IS 4.0 FEET UNDERGROUND
 MK0018'AND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A
 MK0018'MISSOURI RIVER COMMISSION STANDARD CAP.
 MK0018
 MK0018                          STATION RECOVERY (1989)
 MK0018
 MK0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0019 ***********************************************************************
 MK0019  DESIGNATION -  363 CAP
 MK0019  PID         -  MK0019
 MK0019  STATE/COUNTY-  IA/HARRISON
 MK0019  USGS QUAD   -  MONDAMIN (1970)
 MK0019
 MK0019                         *CURRENT SURVEY CONTROL
 MK0019  ___________________________________________________________________
 MK0019* NAD 83(1986)-  41 38 10.     (N)    096 00 43.     (W)     SCALED    
 MK0019* NAVD 88     -       309.231  (meters)    1014.54   (feet)  ADJUSTED  
 MK0019  ___________________________________________________________________
 MK0019  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 MK0019  DYNAMIC HT  -         309.095 (meters)    1014.09  (feet)  COMP
 MK0019  MODELED GRAV-     980,176.7   (mgal)                       NAVD 88
 MK0019
 MK0019  VERT ORDER  -  FIRST     CLASS II
 MK0019
 MK0019.The horizontal coordinates were scaled from a topographic map and have
 MK0019.an estimated accuracy of +/- 6 seconds.
 MK0019
 MK0019.The orthometric height was determined by differential leveling
 MK0019.and adjusted by the National Geodetic Survey in June 1991..
 MK0019
 MK0019.The geoid height was determined by GEOID03.
 MK0019
 MK0019.The dynamic height is computed by dividing the NAVD 88
 MK0019.geopotential number by the normal gravity value computed on the
 MK0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0019.degrees latitude (g = 980.6199 gals.).
 MK0019
 MK0019.The modeled gravity was interpolated from observed gravity values.
 MK0019
 MK0019;                    North         East    Units  Estimated Accuracy
 MK0019;SPC IA S     -   184,710.      290,740.      MT  (+/- 180 meters Scaled)
 MK0019
 MK0019                          SUPERSEDED SURVEY CONTROL
 MK0019
 MK0019  NGVD 29 (??/??/92)  309.082  (m)         1014.05   (f) ADJ UNCH    1 2
 MK0019
 MK0019.Superseded values are not recommended for survey control.
 MK0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0019.See file dsdata.txt to determine how the superseded data were derived.
 MK0019
 MK0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM488136(NAD 83)
 MK0019_MARKER: P = PIPE CAP
 MK0019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0019_SP_SET: METAL PIPE IMBEDDED IN GROUND
 MK0019_MARK LOGO: MORC  
 MK0019_PROJECTION: PROJECTING 20 CENTIMETERS
 MK0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0019+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1989
 MK0019_ROD/PIPE-DEPTH: 1.3  meters
 MK0019
 MK0019  HISTORY     - Date     Condition        Report By
 MK0019  HISTORY     - UNK      MONUMENTED       MORC
 MK0019  HISTORY     - 1948     GOOD             NGS
 MK0019  HISTORY     - 19890807 GOOD             NGS
 MK0019
 MK0019                          STATION DESCRIPTION
 MK0019
 MK0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0019'1.2 MI N FROM MODALE.
 MK0019'1.25 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0019'FROM THE STATION AT MODALE, AT THE POINT WHERE A NORTH AND SOUTH
 MK0019'DIRT ROAD ON THE WEST SIDE OF THE RAILROAD CROSSES THE TRACK
 MK0019'AND CONTINUES NORTH ON THE EAST SIDE OF THE RAILROAD, 96.0 FEET
 MK0019'SOUTHEAST OF THE CENTER LINE OF THE ROAD CROSSING, 45.0 FEET
 MK0019'EAST OF THE EAST RAIL, 1.2 FEET NORTH OF A WITNESS POST, 0.8
 MK0019'FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE, A MISSOURI RIVER
 MK0019'COMMISSION STANDARD CAP ON THE TOP OF AN IRON PIPE WHICH PROJECTS
 MK0019'0.8 FOOT ABOVE THE GROUND.
 MK0019
 MK0019                          STATION RECOVERY (1989)
 MK0019
 MK0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0019'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.8 KM
 MK0019'(1.10 MI) NORTHERLY ALONG A PAVED ROAD FROM ITS JUNCTION WITH STATE
 MK0019'HIGHWAY 300 IN MODALE, 38.2 M (125.3 FT) EAST OF THE CENTERLINE OF THE
 MK0019'ROAD, 13.7 M (44.9 FT) EAST OF THE NEAR RAIL OF THE CHICAGO AND
 MK0019'NORTHWESTERN RAILROAD, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE TRACKS,
 MK0019'0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) WEST OF A
 MK0019'FENCE, AND IS A PIPE CAP ON A 6-INCH IRON PIPE THAT PROJECTS 0.2 ABOVE
 MK0019'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0023 ***********************************************************************
 MK0023  DESIGNATION -  364 BOLT
 MK0023  PID         -  MK0023
 MK0023  STATE/COUNTY-  IA/HARRISON
 MK0023  USGS QUAD   -  MONDAMIN (1970)
 MK0023
 MK0023                         *CURRENT SURVEY CONTROL
 MK0023  ___________________________________________________________________
 MK0023* NAD 83(1986)-  41 40 53.     (N)    096 01 11.     (W)     SCALED    
 MK0023* NAVD 88     -       309.088  (meters)    1014.07   (feet)  ADJUSTED  
 MK0023  ___________________________________________________________________
 MK0023  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 MK0023  DYNAMIC HT  -         308.955 (meters)    1013.63  (feet)  COMP
 MK0023  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 MK0023
 MK0023  VERT ORDER  -  FIRST     CLASS II
 MK0023
 MK0023.The horizontal coordinates were scaled from a topographic map and have
 MK0023.an estimated accuracy of +/- 6 seconds.
 MK0023
 MK0023.The orthometric height was determined by differential leveling
 MK0023.and adjusted by the National Geodetic Survey in June 1991..
 MK0023
 MK0023.The geoid height was determined by GEOID03.
 MK0023
 MK0023.The dynamic height is computed by dividing the NAVD 88
 MK0023.geopotential number by the normal gravity value computed on the
 MK0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0023.degrees latitude (g = 980.6199 gals.).
 MK0023
 MK0023.The modeled gravity was interpolated from observed gravity values.
 MK0023
 MK0023;                    North         East    Units  Estimated Accuracy
 MK0023;SPC IA S     -   189,760.      290,230.      MT  (+/- 180 meters Scaled)
 MK0023
 MK0023                          SUPERSEDED SURVEY CONTROL
 MK0023
 MK0023  NGVD 29 (??/??/92)  308.93   (m)         1013.5    (f) COMPUTED    1 2
 MK0023
 MK0023.Superseded values are not recommended for survey control.
 MK0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0023.See file dsdata.txt to determine how the superseded data were derived.
 MK0023
 MK0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM480186(NAD 83)
 MK0023_MARKER: B = BOLT
 MK0023_SETTING: 66 = SET IN ROCK OUTCROP
 MK0023_SP_SET: STONE
 MK0023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK0023+STABILITY: POSITION/ELEVATION WELL
 MK0023
 MK0023  HISTORY     - Date     Condition        Report By
 MK0023  HISTORY     - UNK      MONUMENTED       MORC
 MK0023  HISTORY     - 1948     GOOD             NGS
 MK0023  HISTORY     - 19890824 MARK NOT FOUND   NGS
 MK0023
 MK0023                          STATION DESCRIPTION
 MK0023
 MK0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0023'2 MI S FROM MONDAMIN.
 MK0023'2.0 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0023'FROM THE STATION AT MONDAMIN, 0.5 MILE SOUTH OF A ROAD CROSSING,
 MK0023'16 POLES SOUTH OF MILEPOST 15, 320.0 FEET NORTH OF SEMAPHORE
 MK0023'38, 54.3 FEET WEST OF THE WEST RAIL, 8.4 FEET WEST OF A FENCE,
 MK0023'1.3 FEET SOUTH OF A WITNESS POST, A COPPER BOLT SET IN THE TOP
 MK0023'OF AN 18-INCH SQUARE STONE WHICH IS 4.0 FEET UNDERGROUND AND
 MK0023'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI
 MK0023'RIVER COMMISSION STANDARD CAP.
 MK0023
 MK0023                          STATION RECOVERY (1989)
 MK0023
 MK0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0024 ***********************************************************************
 MK0024  DESIGNATION -  364 CAP
 MK0024  PID         -  MK0024
 MK0024  STATE/COUNTY-  IA/HARRISON
 MK0024  USGS QUAD   -  MONDAMIN (1970)
 MK0024
 MK0024                         *CURRENT SURVEY CONTROL
 MK0024  ___________________________________________________________________
 MK0024* NAD 83(1986)-  41 40 53.     (N)    096 01 09.     (W)     SCALED    
 MK0024* NAVD 88     -       310.334  (meters)    1018.15   (feet)  ADJUSTED  
 MK0024  ___________________________________________________________________
 MK0024  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 MK0024  DYNAMIC HT  -         310.200 (meters)    1017.71  (feet)  COMP
 MK0024  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 MK0024
 MK0024  VERT ORDER  -  FIRST     CLASS II
 MK0024
 MK0024.The horizontal coordinates were scaled from a topographic map and have
 MK0024.an estimated accuracy of +/- 6 seconds.
 MK0024
 MK0024.The orthometric height was determined by differential leveling
 MK0024.and adjusted by the National Geodetic Survey in June 1991..
 MK0024
 MK0024.The geoid height was determined by GEOID03.
 MK0024
 MK0024.The dynamic height is computed by dividing the NAVD 88
 MK0024.geopotential number by the normal gravity value computed on the
 MK0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0024.degrees latitude (g = 980.6199 gals.).
 MK0024
 MK0024.The modeled gravity was interpolated from observed gravity values.
 MK0024
 MK0024;                    North         East    Units  Estimated Accuracy
 MK0024;SPC IA S     -   189,760.      290,280.      MT  (+/- 180 meters Scaled)
 MK0024
 MK0024                          SUPERSEDED SURVEY CONTROL
 MK0024
 MK0024  NGVD 29 (??/??/92)  310.180  (m)         1017.65   (f) ADJ UNCH    1 2
 MK0024
 MK0024.Superseded values are not recommended for survey control.
 MK0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0024.See file dsdata.txt to determine how the superseded data were derived.
 MK0024
 MK0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM481186(NAD 83)
 MK0024_MARKER: P = PIPE CAP
 MK0024_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0024_SP_SET: METAL PIPE IMBEDDED IN GROUND
 MK0024_MARK LOGO: MORC  
 MK0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0024+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1989
 MK0024
 MK0024  HISTORY     - Date     Condition        Report By
 MK0024  HISTORY     - UNK      MONUMENTED       MORC
 MK0024  HISTORY     - 1948     GOOD             NGS
 MK0024  HISTORY     - 19890824 GOOD             NGS
 MK0024
 MK0024                          STATION DESCRIPTION
 MK0024
 MK0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0024'2 MI S FROM MONDAMIN.
 MK0024'2.0 MILES SOUTH ALONG THE CHICAGO, AND NORTH WESTERN RAILROAD
 MK0024'FROM THE STATION AT MONDAMIN, 0.5 MILE SOUTH OF A ROAD CROSSING,
 MK0024'16 POLES SOUTH OF MILEPOST 15, 320.0 FEET NORTH OF SEMAPHORE 38,
 MK0024'54.3 FEET WEST OF THE WEST RAIL, 8.4 FEET WEST OF A FENCE, 1.3
 MK0024'FEET SOUTH OF A WITNESS POST, A MISSOURI RIVER COMMISSION
 MK0024'STANDARD CAP ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.5 FOOT
 MK0024'ABOVE THE GROUND.
 MK0024
 MK0024                          STATION RECOVERY (1989)
 MK0024
 MK0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0024'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.2 KM
 MK0024'(2.00 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 MK0024'ITS JUNCTION WITH STATE HIGHWAY 127 IN MONDAMIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0247 ***********************************************************************
 MK0247  DESIGNATION -  365
 MK0247  PID         -  MK0247
 MK0247  STATE/COUNTY-  IA/HARRISON
 MK0247  USGS QUAD   -  MONDAMIN (1970)
 MK0247
 MK0247                         *CURRENT SURVEY CONTROL
 MK0247  ___________________________________________________________________
 MK0247* NAD 83(1986)-  41 40 57.     (N)    096 04 46.     (W)     SCALED    
 MK0247* NAVD 88     -       310.587  (meters)    1018.98   (feet)  ADJUSTED  
 MK0247  ___________________________________________________________________
 MK0247  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 MK0247  DYNAMIC HT  -         310.456 (meters)    1018.55  (feet)  COMP
 MK0247  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 MK0247
 MK0247  VERT ORDER  -  SECOND    CLASS 0
 MK0247
 MK0247.The horizontal coordinates were scaled from a topographic map and have
 MK0247.an estimated accuracy of +/- 6 seconds.
 MK0247
 MK0247.The orthometric height was determined by differential leveling
 MK0247.and adjusted by the National Geodetic Survey in June 1991..
 MK0247
 MK0247.The geoid height was determined by GEOID03.
 MK0247
 MK0247.The dynamic height is computed by dividing the NAVD 88
 MK0247.geopotential number by the normal gravity value computed on the
 MK0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0247.degrees latitude (g = 980.6199 gals.).
 MK0247
 MK0247.The modeled gravity was interpolated from observed gravity values.
 MK0247
 MK0247;                    North         East    Units  Estimated Accuracy
 MK0247;SPC IA S     -   190,030.      285,270.      MT  (+/- 180 meters Scaled)
 MK0247
 MK0247                          SUPERSEDED SURVEY CONTROL
 MK0247
 MK0247  NGVD 29 (??/??/92)  310.441  (m)         1018.51   (f) ADJ UNCH    2 0
 MK0247
 MK0247.Superseded values are not recommended for survey control.
 MK0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0247.See file dsdata.txt to determine how the superseded data were derived.
 MK0247
 MK0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM430186(NAD 83)
 MK0247_MARKER: P = PIPE CAP
 MK0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0247_STAMPING: 365
 MK0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0247+STABILITY: SURFACE MOTION
 MK0247
 MK0247  HISTORY     - Date     Condition        Report By
 MK0247  HISTORY     - UNK      MONUMENTED       MORC
 MK0247  HISTORY     - 1948     GOOD             NGS
 MK0247  HISTORY     - 1974     GOOD             LOCSUR
 MK0247
 MK0247                          STATION DESCRIPTION
 MK0247
 MK0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0247'6.1 MI SW FROM MONDAMIN.
 MK0247'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0247'THE STATION AT MONDAMIN, THENCE 1.95 MILES WEST ALONG A DIRT
 MK0247'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.9 MILE
 MK0247'WEST ALONG A DIRT ROAD, THENCE 1.4 MILES SOUTHERLY ALONG A
 MK0247'DIRT ROAD ON TOP OF A DIKE, THENCE 1.1 MILES SOUTH ALONG A DIRT
 MK0247'ROAD, 0.1 MILE NORTH OF A 2-STORY CREAM-COLORED FARMHOUSE, NEAR
 MK0247'THE NORTHEAST CORNER OF A PASTURE FIELD, 54.0 FEET WEST OF THE
 MK0247'CENTER LINE OF THE ROAD, 33.0 FEET WEST OF THE WEST RIGHT-OF-WAY
 MK0247'FENCE, 8.0 FEET WEST-SOUTHWEST OF A POWER LINE POLE, 2.4 FEET
 MK0247'SOUTH OF A EAST-WEST FENCE, 2.3 FEET SOUTHEAST OF A REFERENCE POST,
 MK0247'A MISSOURI RIVER COMMISSION 2 1/2-INCH BRONZE CAP WELDED ON TOP OF
 MK0247'A 2 1/2-INCH IRON PIPE AND SET IN CONCRETE AND PROJECTING 0.3 FOOT
 MK0247'ABOVE THE GROUND.
 MK0247
 MK0247                          STATION RECOVERY (1974)
 MK0247
 MK0247'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0027 ***********************************************************************
 MK0027  DESIGNATION -  365
 MK0027  PID         -  MK0027
 MK0027  STATE/COUNTY-  IA/HARRISON
 MK0027  USGS QUAD   -  MONDAMIN (1970)
 MK0027
 MK0027                         *CURRENT SURVEY CONTROL
 MK0027  ___________________________________________________________________
 MK0027* NAD 83(1986)-  41 42 37.     (N)    096 01 24.     (W)     SCALED    
 MK0027* NAVD 88     -       312.511  (meters)    1025.30   (feet)  ADJUSTED  
 MK0027  ___________________________________________________________________
 MK0027  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 MK0027  DYNAMIC HT  -         312.378 (meters)    1024.86  (feet)  COMP
 MK0027  MODELED GRAV-     980,191.9   (mgal)                       NAVD 88
 MK0027
 MK0027  VERT ORDER  -  FIRST     CLASS II
 MK0027
 MK0027.The horizontal coordinates were scaled from a topographic map and have
 MK0027.an estimated accuracy of +/- 6 seconds.
 MK0027
 MK0027.The orthometric height was determined by differential leveling
 MK0027.and adjusted by the National Geodetic Survey in June 1991..
 MK0027
 MK0027.The geoid height was determined by GEOID03.
 MK0027
 MK0027.The dynamic height is computed by dividing the NAVD 88
 MK0027.geopotential number by the normal gravity value computed on the
 MK0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0027.degrees latitude (g = 980.6199 gals.).
 MK0027
 MK0027.The modeled gravity was interpolated from observed gravity values.
 MK0027
 MK0027;                    North         East    Units  Estimated Accuracy
 MK0027;SPC IA S     -   192,980.      290,030.      MT  (+/- 180 meters Scaled)
 MK0027
 MK0027                          SUPERSEDED SURVEY CONTROL
 MK0027
 MK0027  NGVD 29 (??/??/92)  312.360  (m)         1024.80   (f) ADJ UNCH    1 2
 MK0027
 MK0027.Superseded values are not recommended for survey control.
 MK0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0027.See file dsdata.txt to determine how the superseded data were derived.
 MK0027
 MK0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM476218(NAD 83)
 MK0027_MARKER: Z = SEE DESCRIPTION
 MK0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0027_SP_SET: WALL
 MK0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0027
 MK0027  HISTORY     - Date     Condition        Report By
 MK0027  HISTORY     - UNK      MONUMENTED       MORC
 MK0027  HISTORY     - 1965     GOOD             NGS
 MK0027  HISTORY     - 19890824 MARK NOT FOUND   NGS
 MK0027
 MK0027                          STATION DESCRIPTION
 MK0027
 MK0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 MK0027'AT MONDAMIN.
 MK0027'AT MONDAMIN, AT THE NORTHEAST CORNER OF THE INTERSECTION
 MK0027'OF MAPLE AND MAIN ST., AT THE SOUTHWEST CORNER OF THE D. CAMET
 MK0027'BUILDING, 250.0 FT. EAST OF THE EAST RAIL OF THE MAIN TRACKS
 MK0027'OF THE CHICAGO, AND NORTH WESTERN RAILROAD, 80 YARDS NORTHEAST
 MK0027'OF THE RAILROAD STATION, 60 YARDS NORTHEAST OF THE CITY WATER
 MK0027'TOWER, 1.0 FOOT ABOVE THE SIDEWALK, A COPPER BOLT LEADED INTO
 MK0027'THE SOUTH SANDSTONE WALL OF THE BUILDING, -.7 FEET EAST OF THE
 MK0027'SOUTHWEST CORNER OF THE BUILDING.
 MK0027
 MK0027                          STATION RECOVERY (1989)
 MK0027
 MK0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0029 ***********************************************************************
 MK0029  DESIGNATION -  366 BOLT
 MK0029  PID         -  MK0029
 MK0029  STATE/COUNTY-  IA/HARRISON
 MK0029  USGS QUAD   -  MONDAMIN (1970)
 MK0029
 MK0029                         *CURRENT SURVEY CONTROL
 MK0029  ___________________________________________________________________
 MK0029* NAD 83(1986)-  41 42 58.     (N)    096 01 28.     (W)     SCALED    
 MK0029* NAVD 88     -       311.575  (meters)    1022.23   (feet)  ADJUSTED  
 MK0029  ___________________________________________________________________
 MK0029  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 MK0029  DYNAMIC HT  -         311.444 (meters)    1021.80  (feet)  COMP
 MK0029  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 MK0029
 MK0029  VERT ORDER  -  FIRST     CLASS II
 MK0029
 MK0029.The horizontal coordinates were scaled from a topographic map and have
 MK0029.an estimated accuracy of +/- 6 seconds.
 MK0029
 MK0029.The orthometric height was determined by differential leveling
 MK0029.and adjusted by the National Geodetic Survey in June 1991..
 MK0029
 MK0029.The geoid height was determined by GEOID03.
 MK0029
 MK0029.The dynamic height is computed by dividing the NAVD 88
 MK0029.geopotential number by the normal gravity value computed on the
 MK0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0029.degrees latitude (g = 980.6199 gals.).
 MK0029
 MK0029.The modeled gravity was interpolated from observed gravity values.
 MK0029
 MK0029;                    North         East    Units  Estimated Accuracy
 MK0029;SPC IA S     -   193,630.      289,950.      MT  (+/- 180 meters Scaled)
 MK0029
 MK0029                          SUPERSEDED SURVEY CONTROL
 MK0029
 MK0029  NGVD 29 (??/??/92)  311.425  (m)         1021.73   (f) ADJ UNCH    1 2
 MK0029
 MK0029.Superseded values are not recommended for survey control.
 MK0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0029.See file dsdata.txt to determine how the superseded data were derived.
 MK0029
 MK0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM475225(NAD 83)
 MK0029_MARKER: B = BOLT
 MK0029_SETTING: 66 = SET IN ROCK OUTCROP
 MK0029_SP_SET: BOLT
 MK0029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK0029+STABILITY: POSITION/ELEVATION WELL
 MK0029
 MK0029  HISTORY     - Date     Condition        Report By
 MK0029  HISTORY     - UNK      MONUMENTED       MORC
 MK0029  HISTORY     - 1948     GOOD             NGS
 MK0029  HISTORY     - 1970     GOOD             USGS
 MK0029  HISTORY     - 19890824 MARK NOT FOUND   NGS
 MK0029
 MK0029                          STATION DESCRIPTION
 MK0029
 MK0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0029'0.4 MI N FROM MONDAMIN.
 MK0029'0.4 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0029'FROM THE STATION AT MONDAMIN, 0.15 MILE SOUTH OF A ROAD CROSSING,
 MK0029'45.2 FEET NORTHWEST OF MILEPOST 17, 43.4 FEET EAST OF THE EAST
 MK0029'RAIL OF THE MAIN TRACK, 36.8 FEET WEST OF A WITNESS POST, 11.9
 MK0029'FEET WEST OF THE WEST RAIL OF THE EAST SIDE TRACK, 1.2 FEET EAST
 MK0029'OF THE WEST RAIL OF THE WEST SIDE TRACK, THE TOP OF A COPPER BOLT
 MK0029'SET IN THE TOP OF AN 18-INCH SQUARE STONE WHICH IS 4.0 FEET
 MK0029'UNDERGROUND AND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 MK0029'A MISSOURI RIVER COMMISION STANDARD CAP.
 MK0029
 MK0029                          STATION RECOVERY (1970)
 MK0029
 MK0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0029'RECOVERED IN GOOD CONDITION.
 MK0029
 MK0029                          STATION RECOVERY (1989)
 MK0029
 MK0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0033 ***********************************************************************
 MK0033  DESIGNATION -  367 BOLT
 MK0033  PID         -  MK0033
 MK0033  STATE/COUNTY-  IA/HARRISON
 MK0033  USGS QUAD   -  MONDAMIN (1970)
 MK0033
 MK0033                         *CURRENT SURVEY CONTROL
 MK0033  ___________________________________________________________________
 MK0033* NAD 83(1986)-  41 44 25.     (N)    096 01 41.     (W)     SCALED    
 MK0033* NAVD 88     -       311.163  (meters)    1020.87   (feet)  ADJUSTED  
 MK0033  ___________________________________________________________________
 MK0033  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 MK0033  DYNAMIC HT  -         311.033 (meters)    1020.45  (feet)  COMP
 MK0033  MODELED GRAV-     980,198.8   (mgal)                       NAVD 88
 MK0033
 MK0033  VERT ORDER  -  FIRST     CLASS II
 MK0033
 MK0033.The horizontal coordinates were scaled from a topographic map and have
 MK0033.an estimated accuracy of +/- 6 seconds.
 MK0033
 MK0033.The orthometric height was determined by differential leveling
 MK0033.and adjusted by the National Geodetic Survey in June 1991..
 MK0033
 MK0033.The geoid height was determined by GEOID03.
 MK0033
 MK0033.The dynamic height is computed by dividing the NAVD 88
 MK0033.geopotential number by the normal gravity value computed on the
 MK0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0033.degrees latitude (g = 980.6199 gals.).
 MK0033
 MK0033.The modeled gravity was interpolated from observed gravity values.
 MK0033
 MK0033;                    North         East    Units  Estimated Accuracy
 MK0033;SPC IA S     -   196,320.      289,730.      MT  (+/- 180 meters Scaled)
 MK0033
 MK0033                          SUPERSEDED SURVEY CONTROL
 MK0033
 MK0033  NGVD 29 (??/??/92)  311.014  (m)         1020.39   (f) ADJ UNCH    1 2
 MK0033
 MK0033.Superseded values are not recommended for survey control.
 MK0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0033.See file dsdata.txt to determine how the superseded data were derived.
 MK0033
 MK0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM471252(NAD 83)
 MK0033_MARKER: B = BOLT
 MK0033_SETTING: 66 = SET IN ROCK OUTCROP
 MK0033_SP_SET: STONE
 MK0033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK0033+STABILITY: POSITION/ELEVATION WELL
 MK0033
 MK0033  HISTORY     - Date     Condition        Report By
 MK0033  HISTORY     - UNK      MONUMENTED       MORC
 MK0033  HISTORY     - 1948     GOOD             NGS
 MK0033  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0033  HISTORY     - 19890824 MARK NOT FOUND   NGS
 MK0033
 MK0033                          STATION DESCRIPTION
 MK0033
 MK0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0033'2 MI N FROM MONDAMIN.
 MK0033'2.0 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0033'FROM THE STATION AT MONDAMIN, 0.1 MILE SOUTHEAST OF THE SOUTH
 MK0033'END OF A WOODEN RAILROAD TRESTLE, 0.1 MILE SOUTHEAST OF THE SOUTH
 MK0033'END OF A CONCRETE HIGHWAY BRIDGE, 100 YARDS WEST OF A FARMHOUSE,
 MK0033'100 YARDS NORTH OF ANOTHER FARMHOUSE, 251.0 FEET NORTHEAST OF
 MK0033'THE CENTER OF A ROAD CROSSING, AT THE MIDDLE OF A CURVE IN THE
 MK0033'GRADED DIRT ROAD WHERE THE ROAD CURVES FROM NORTHEAST TO
 MK0033'EAST, 103.0 FEET EAST OF THE EAST RAIL, 11.0 FEET SOUTHEAST
 MK0033'OF THE CENTER LINE OF THE GRADED DIRT ROAD, 3.6 FEET EAST OF A
 MK0033'WITNESS POST, 0.6 FOOT NORTH OF A 30-INCH TREE STUMP, A COPPER
 MK0033'BOLT SET IN THE TOP OF AN 18-INCH SQUARE STONE WHICH IS 4.0 FOOT
 MK0033'UNDERGROUND AND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 MK0033'BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
 MK0033
 MK0033                          STATION RECOVERY (1970)
 MK0033
 MK0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0033'MARK NOT FOUND.
 MK0033
 MK0033                          STATION RECOVERY (1989)
 MK0033
 MK0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0034 ***********************************************************************
 MK0034  DESIGNATION -  367 CAP
 MK0034  PID         -  MK0034
 MK0034  STATE/COUNTY-  IA/HARRISON
 MK0034  USGS QUAD   -  MONDAMIN (1970)
 MK0034
 MK0034                         *CURRENT SURVEY CONTROL
 MK0034  ___________________________________________________________________
 MK0034* NAD 83(1986)-  41 44 26.     (N)    096 01 40.     (W)     SCALED    
 MK0034* NAVD 88     -       312.386  (meters)    1024.89   (feet)  ADJUSTED  
 MK0034  ___________________________________________________________________
 MK0034  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 MK0034  DYNAMIC HT  -         312.256 (meters)    1024.46  (feet)  COMP
 MK0034  MODELED GRAV-     980,198.8   (mgal)                       NAVD 88
 MK0034
 MK0034  VERT ORDER  -  FIRST     CLASS II
 MK0034
 MK0034.The horizontal coordinates were scaled from a topographic map and have
 MK0034.an estimated accuracy of +/- 6 seconds.
 MK0034
 MK0034.The orthometric height was determined by differential leveling
 MK0034.and adjusted by the National Geodetic Survey in June 1991..
 MK0034
 MK0034.The geoid height was determined by GEOID03.
 MK0034
 MK0034.The dynamic height is computed by dividing the NAVD 88
 MK0034.geopotential number by the normal gravity value computed on the
 MK0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0034.degrees latitude (g = 980.6199 gals.).
 MK0034
 MK0034.The modeled gravity was interpolated from observed gravity values.
 MK0034
 MK0034;                    North         East    Units  Estimated Accuracy
 MK0034;SPC IA S     -   196,350.      289,750.      MT  (+/- 180 meters Scaled)
 MK0034
 MK0034                          SUPERSEDED SURVEY CONTROL
 MK0034
 MK0034  NGVD 29 (??/??/92)  312.238  (m)         1024.40   (f) ADJ UNCH    1 2
 MK0034
 MK0034.Superseded values are not recommended for survey control.
 MK0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0034.See file dsdata.txt to determine how the superseded data were derived.
 MK0034
 MK0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM471252(NAD 83)
 MK0034_MARKER: P = PIPE CAP
 MK0034_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0034_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MK0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0034
 MK0034  HISTORY     - Date     Condition        Report By
 MK0034  HISTORY     - UNK      MONUMENTED       CGS
 MK0034  HISTORY     - 1948     GOOD             NGS
 MK0034  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0034  HISTORY     - 19890824 MARK NOT FOUND   NGS
 MK0034
 MK0034                          STATION DESCRIPTION
 MK0034
 MK0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0034'2 MI N FROM MONDAMIN.
 MK0034'2.0 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0034'FROM THE STATION AT MONDAMIN, 0.1 MILE SOUTHEAST OF THE SOUTH
 MK0034'END OF A WOODEN RAILROAD TRESTLE, 0.1 MILE SOUTHEAST OF THE
 MK0034'SOUTH END OF A CONCRETE HIGHWAY BRIDGE, 100 YARDS WEST OF A
 MK0034'FARMHOUSE, 100 YARDS NORTH OF ANOTHER FARMHOUSE, 251.0 FEET
 MK0034'NORTHEAST OF THE CENTER OF A ROAD CROSSING, AT THE MIDDLE OF
 MK0034'A CURVE IN THE GRADED DIRT ROAD WHERE THE ROAD CURVES FROM
 MK0034'NORTHEAST TO EAST, 103.0 FEET EAST OF THE EAST RAIL, 11.0 FEET
 MK0034'SOUTHEAST OF THE CENTER LINE OF THE GRADED DIRT ROAD, 3.6 FEET
 MK0034'EAST OF A WITNESS POST, 0.6 FOOT NORTH OF A 30-INCH TREE STUMP,
 MK0034'A MISSOURI RIVER COMMISSION STANDARD CAP ON THE TOP OF AN IRON
 MK0034'PIPE WHICH IS FLUSH WITH THE GROUND.
 MK0034
 MK0034                          STATION RECOVERY (1970)
 MK0034
 MK0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0034'MARK NOT FOUND.
 MK0034
 MK0034                          STATION RECOVERY (1989)
 MK0034
 MK0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0039 ***********************************************************************
 MK0039  DESIGNATION -  368 BOLT
 MK0039  PID         -  MK0039
 MK0039  STATE/COUNTY-  IA/HARRISON
 MK0039  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0039
 MK0039                         *CURRENT SURVEY CONTROL
 MK0039  ___________________________________________________________________
 MK0039* NAD 83(1986)-  41 46 08.     (N)    096 02 10.     (W)     SCALED    
 MK0039* NAVD 88     -       312.754  (meters)    1026.09   (feet)  ADJUSTED  
 MK0039  ___________________________________________________________________
 MK0039  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 MK0039  DYNAMIC HT  -         312.626 (meters)    1025.67  (feet)  COMP
 MK0039  MODELED GRAV-     980,205.5   (mgal)                       NAVD 88
 MK0039
 MK0039  VERT ORDER  -  FIRST     CLASS II
 MK0039
 MK0039.The horizontal coordinates were scaled from a topographic map and have
 MK0039.an estimated accuracy of +/- 6 seconds.
 MK0039
 MK0039.The orthometric height was determined by differential leveling
 MK0039.and adjusted by the National Geodetic Survey in June 1991..
 MK0039
 MK0039.The geoid height was determined by GEOID03.
 MK0039
 MK0039.The dynamic height is computed by dividing the NAVD 88
 MK0039.geopotential number by the normal gravity value computed on the
 MK0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0039.degrees latitude (g = 980.6199 gals.).
 MK0039
 MK0039.The modeled gravity was interpolated from observed gravity values.
 MK0039
 MK0039;                    North         East    Units  Estimated Accuracy
 MK0039;SPC IA S     -   199,510.      289,150.      MT  (+/- 180 meters Scaled)
 MK0039
 MK0039                          SUPERSEDED SURVEY CONTROL
 MK0039
 MK0039  NGVD 29 (??/??/92)  312.606  (m)         1025.61   (f) ADJ UNCH    1 2
 MK0039
 MK0039.Superseded values are not recommended for survey control.
 MK0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0039.See file dsdata.txt to determine how the superseded data were derived.
 MK0039
 MK0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM463283(NAD 83)
 MK0039_MARKER: B = BOLT
 MK0039_SETTING: 66 = SET IN ROCK OUTCROP
 MK0039_SP_SET: STONE
 MK0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK0039+STABILITY: POSITION/ELEVATION WELL
 MK0039
 MK0039  HISTORY     - Date     Condition        Report By
 MK0039  HISTORY     - UNK      MONUMENTED       MORC
 MK0039  HISTORY     - 1948     GOOD             NGS
 MK0039  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0039  HISTORY     - 19890824 MARK NOT FOUND   NGS
 MK0039
 MK0039                          STATION DESCRIPTION
 MK0039
 MK0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0039'2.6 MI S FROM RIVER SIOUX.
 MK0039'2.55 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0039'FROM THE STATION AT RIVER SIOUX, 0.3 MILE SOUTH OF MILEPOST 21,
 MK0039'65 YARDS SOUTHEAST OF A LARGE LONE ELM TREE, 48.5 FEET EAST
 MK0039'OF THE EAST RAIL, 13.0 FEET SOUTH OF A TELEPHONE POLE, 1.5
 MK0039'FEET EAST OF A FENCE, 1.0 FOOT NORTH OF A WITNESS POST, A
 MK0039'COPPER BOLT SET IN THE TOP OF AN 18-INCH SQUARE STONE WHICH
 MK0039'IS 4.0 FEET UNDERGROUND AND ACCESS TO WHICH IS HAD THROUGH
 MK0039'AND IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD
 MK0039'CAP.
 MK0039
 MK0039                          STATION RECOVERY (1974)
 MK0039
 MK0039'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0039'MARK NOT FOUND.
 MK0039
 MK0039                          STATION RECOVERY (1989)
 MK0039
 MK0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0040 ***********************************************************************
 MK0040  DESIGNATION -  368 CAP
 MK0040  PID         -  MK0040
 MK0040  STATE/COUNTY-  IA/HARRISON
 MK0040  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0040
 MK0040                         *CURRENT SURVEY CONTROL
 MK0040  ___________________________________________________________________
 MK0040* NAD 83(1986)-  41 46 09.     (N)    096 02 10.     (W)     SCALED    
 MK0040* NAVD 88     -       313.992  (meters)    1030.16   (feet)  ADJUSTED  
 MK0040  ___________________________________________________________________
 MK0040  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 MK0040  DYNAMIC HT  -         313.863 (meters)    1029.73  (feet)  COMP
 MK0040  MODELED GRAV-     980,205.5   (mgal)                       NAVD 88
 MK0040
 MK0040  VERT ORDER  -  FIRST     CLASS II
 MK0040
 MK0040.The horizontal coordinates were scaled from a topographic map and have
 MK0040.an estimated accuracy of +/- 6 seconds.
 MK0040
 MK0040.The orthometric height was determined by differential leveling
 MK0040.and adjusted by the National Geodetic Survey in June 1991..
 MK0040
 MK0040.The geoid height was determined by GEOID03.
 MK0040
 MK0040.The dynamic height is computed by dividing the NAVD 88
 MK0040.geopotential number by the normal gravity value computed on the
 MK0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0040.degrees latitude (g = 980.6199 gals.).
 MK0040
 MK0040.The modeled gravity was interpolated from observed gravity values.
 MK0040
 MK0040;                    North         East    Units  Estimated Accuracy
 MK0040;SPC IA S     -   199,540.      289,150.      MT  (+/- 180 meters Scaled)
 MK0040
 MK0040                          SUPERSEDED SURVEY CONTROL
 MK0040
 MK0040  NGVD 29 (??/??/92)  313.843  (m)         1029.67   (f) ADJ UNCH    1 2
 MK0040
 MK0040.Superseded values are not recommended for survey control.
 MK0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0040.See file dsdata.txt to determine how the superseded data were derived.
 MK0040
 MK0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM463283(NAD 83)
 MK0040_MARKER: P = PIPE CAP
 MK0040_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0040_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MK0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0040
 MK0040  HISTORY     - Date     Condition        Report By
 MK0040  HISTORY     - UNK      MONUMENTED       CGS
 MK0040  HISTORY     - 1948     GOOD             NGS
 MK0040  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0040  HISTORY     - 19890824 MARK NOT FOUND   NGS
 MK0040
 MK0040                          STATION DESCRIPTION
 MK0040
 MK0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0040'2.6 MI S FROM RIVER SIOUX.
 MK0040'2.55 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0040'FROM THE STATION AT RIVER SIOUX, 65 YARDS SOUTHEAST OF A LARGE
 MK0040'ELM TREE, 48.5 FEET EAST OF THE EAST RAIL, 13.0 FEET SOUTH OF A
 MK0040'TELEPHONE POLE, 0.3 MILE SOUTH OF MILEPOST 21, 1.5 FEET EAST
 MK0040'OF A FENCE, 1.0 FOOT NORTH OF A WITNESS POST, A MISSOURI
 MK0040'RIVER COMMISSION STANDARD CAP ON THE TOP OF A 4-INCH IRON PIPE WHICH
 MK0040'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 MK0040
 MK0040                          STATION RECOVERY (1974)
 MK0040
 MK0040'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0040'MARK NOT FOUND.
 MK0040
 MK0040                          STATION RECOVERY (1989)
 MK0040
 MK0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0269 ***********************************************************************
 MK0269  DESIGNATION -  369
 MK0269  PID         -  MK0269
 MK0269  STATE/COUNTY-  IA/HARRISON
 MK0269  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0269
 MK0269                         *CURRENT SURVEY CONTROL
 MK0269  ___________________________________________________________________
 MK0269* NAD 83(1986)-  41 46 37.     (N)    096 03 35.     (W)     SCALED    
 MK0269* NAVD 88     -       314.649  (meters)    1032.31   (feet)  ADJUSTED  
 MK0269  ___________________________________________________________________
 MK0269  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 MK0269  DYNAMIC HT  -         314.522 (meters)    1031.89  (feet)  COMP
 MK0269  MODELED GRAV-     980,209.9   (mgal)                       NAVD 88
 MK0269
 MK0269  VERT ORDER  -  SECOND    CLASS 0
 MK0269
 MK0269.The horizontal coordinates were scaled from a topographic map and have
 MK0269.an estimated accuracy of +/- 6 seconds.
 MK0269
 MK0269.The orthometric height was determined by differential leveling
 MK0269.and adjusted by the National Geodetic Survey in June 1991..
 MK0269
 MK0269.The geoid height was determined by GEOID03.
 MK0269
 MK0269.The dynamic height is computed by dividing the NAVD 88
 MK0269.geopotential number by the normal gravity value computed on the
 MK0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0269.degrees latitude (g = 980.6199 gals.).
 MK0269
 MK0269.The modeled gravity was interpolated from observed gravity values.
 MK0269
 MK0269;                    North         East    Units  Estimated Accuracy
 MK0269;SPC IA S     -   200,460.      287,220.      MT  (+/- 180 meters Scaled)
 MK0269
 MK0269                          SUPERSEDED SURVEY CONTROL
 MK0269
 MK0269  NGVD 29 (??/??/92)  314.503  (m)         1031.83   (f) ADJ UNCH    2 0
 MK0269
 MK0269.Superseded values are not recommended for survey control.
 MK0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0269.See file dsdata.txt to determine how the superseded data were derived.
 MK0269
 MK0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM443291(NAD 83)
 MK0269_MARKER: P = PIPE CAP
 MK0269_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0269_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MK0269_STAMPING: 369
 MK0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0269
 MK0269  HISTORY     - Date     Condition        Report By
 MK0269  HISTORY     - UNK      MONUMENTED       MORC
 MK0269  HISTORY     - 1948     GOOD             NGS
 MK0269  HISTORY     - 1974     GOOD             LOCSUR
 MK0269
 MK0269                          STATION DESCRIPTION
 MK0269
 MK0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0269'3.1 MI SE FROM RIVER SIOUX.
 MK0269'2.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0269'FROM THE STATION AT RIVER SIOUX, THENCE 1.1 MILES WEST ALONG A DIRT
 MK0269'ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING EAST AND SOUTH,
 MK0269'93.0 FEET NORTH OF THE NORTHEAST CORNER OF A SCHOOL BUILDING,
 MK0269'77.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 11.4 FEET
 MK0269'NORTH OF A 3-WAY CORNER FENCE POST, 1.3 FEET WEST OF A FENCE, 1.0
 MK0269'FOOT SOUTH OF A REFERENCE POST, A 1 1/2-INCH BRONZE CAP WELDED ON
 MK0269'THE TOP OF A 1 1/2-INCH IRON PIPE AND PROJECTING 0.5 FOOT ABOVE
 MK0269'THE GROUND.
 MK0269
 MK0269                          STATION RECOVERY (1974)
 MK0269
 MK0269'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0044 ***********************************************************************
 MK0044  DESIGNATION -  369 BOLT
 MK0044  PID         -  MK0044
 MK0044  STATE/COUNTY-  IA/HARRISON
 MK0044  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0044
 MK0044                         *CURRENT SURVEY CONTROL
 MK0044  ___________________________________________________________________
 MK0044* NAD 83(1986)-  41 48 02.     (N)    096 02 39.     (W)     SCALED    
 MK0044* NAVD 88     -       314.668  (meters)    1032.37   (feet)  ADJUSTED  
 MK0044  ___________________________________________________________________
 MK0044  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 MK0044  DYNAMIC HT  -         314.542 (meters)    1031.96  (feet)  COMP
 MK0044  MODELED GRAV-     980,212.7   (mgal)                       NAVD 88
 MK0044
 MK0044  VERT ORDER  -  FIRST     CLASS II
 MK0044
 MK0044.The horizontal coordinates were scaled from a topographic map and have
 MK0044.an estimated accuracy of +/- 6 seconds.
 MK0044
 MK0044.The orthometric height was determined by differential leveling
 MK0044.and adjusted by the National Geodetic Survey in June 1991..
 MK0044
 MK0044.The geoid height was determined by GEOID03.
 MK0044
 MK0044.The dynamic height is computed by dividing the NAVD 88
 MK0044.geopotential number by the normal gravity value computed on the
 MK0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0044.degrees latitude (g = 980.6199 gals.).
 MK0044
 MK0044.The modeled gravity was interpolated from observed gravity values.
 MK0044
 MK0044;                    North         East    Units  Estimated Accuracy
 MK0044;SPC IA S     -   203,050.      288,590.      MT  (+/- 180 meters Scaled)
 MK0044
 MK0044                          SUPERSEDED SURVEY CONTROL
 MK0044
 MK0044  NGVD 29 (??/??/92)  314.519  (m)         1031.88   (f) ADJ UNCH    1 2
 MK0044
 MK0044.Superseded values are not recommended for survey control.
 MK0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0044.See file dsdata.txt to determine how the superseded data were derived.
 MK0044
 MK0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM455318(NAD 83)
 MK0044_MARKER: B = BOLT
 MK0044_SETTING: 66 = SET IN ROCK OUTCROP
 MK0044_SP_SET: STONE
 MK0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK0044+STABILITY: POSITION/ELEVATION WELL
 MK0044
 MK0044  HISTORY     - Date     Condition        Report By
 MK0044  HISTORY     - UNK      MONUMENTED       MORC
 MK0044  HISTORY     - 1948     GOOD             NGS
 MK0044  HISTORY     - 1974     GOOD             LOCSUR
 MK0044  HISTORY     - 19890824 MARK NOT FOUND   NGS
 MK0044
 MK0044                          STATION DESCRIPTION
 MK0044
 MK0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0044'0.2 MI S FROM RIVER SIOUX.
 MK0044'0.25 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0044'FROM THE STATION AT RIVER SIOUX, 3 1/2 POLES SOUTH OF MILEPOST 23,
 MK0044'38 YARDS EAST OF THE CENTER LINE OF U.S. HIGHWAY 75, 45.0
 MK0044'FEET EAST OF THE EAST RAIL, 38.0 FEET NORTH OF A TELEPHONE
 MK0044'POLE, 1.0 FOOT WEST OF A FENCE, 1.0 FOOT NORTH OF A WITNESS
 MK0044'POST, A COPPER BOLT SET IN THE TOP OF AN 18-INCH SQUARE STONE
 MK0044'WHICH IS 4.0 FEET UNDERGROUND AND ACCESS TO WHICH IS HAD THROUGH
 MK0044'AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
 MK0044
 MK0044                          STATION RECOVERY (1974)
 MK0044
 MK0044'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0044'RECOVERED IN GOOD CONDITION.
 MK0044
 MK0044                          STATION RECOVERY (1989)
 MK0044
 MK0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0045 ***********************************************************************
 MK0045  DESIGNATION -  369 CAP
 MK0045  PID         -  MK0045
 MK0045  STATE/COUNTY-  IA/HARRISON
 MK0045  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0045
 MK0045                         *CURRENT SURVEY CONTROL
 MK0045  ___________________________________________________________________
 MK0045* NAD 83(1986)-  41 48 02.     (N)    096 02 35.     (W)     SCALED    
 MK0045* NAVD 88     -       315.888  (meters)    1036.38   (feet)  ADJUSTED  
 MK0045  ___________________________________________________________________
 MK0045  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 MK0045  DYNAMIC HT  -         315.761 (meters)    1035.96  (feet)  COMP
 MK0045  MODELED GRAV-     980,212.6   (mgal)                       NAVD 88
 MK0045
 MK0045  VERT ORDER  -  FIRST     CLASS II
 MK0045
 MK0045.The horizontal coordinates were scaled from a topographic map and have
 MK0045.an estimated accuracy of +/- 6 seconds.
 MK0045
 MK0045.The orthometric height was determined by differential leveling
 MK0045.and adjusted by the National Geodetic Survey in June 1991..
 MK0045
 MK0045.The geoid height was determined by GEOID03.
 MK0045
 MK0045.The dynamic height is computed by dividing the NAVD 88
 MK0045.geopotential number by the normal gravity value computed on the
 MK0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0045.degrees latitude (g = 980.6199 gals.).
 MK0045
 MK0045.The modeled gravity was interpolated from observed gravity values.
 MK0045
 MK0045;                    North         East    Units  Estimated Accuracy
 MK0045;SPC IA S     -   203,050.      288,680.      MT  (+/- 180 meters Scaled)
 MK0045
 MK0045                          SUPERSEDED SURVEY CONTROL
 MK0045
 MK0045  NGVD 29 (??/??/92)  315.740  (m)         1035.89   (f) ADJ UNCH    1 2
 MK0045
 MK0045.Superseded values are not recommended for survey control.
 MK0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0045.See file dsdata.txt to determine how the superseded data were derived.
 MK0045
 MK0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM456318(NAD 83)
 MK0045_MARKER: P = PIPE CAP
 MK0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0045_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MK0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0045
 MK0045  HISTORY     - Date     Condition        Report By
 MK0045  HISTORY     - UNK      MONUMENTED       MORC
 MK0045  HISTORY     - 1948     GOOD             NGS
 MK0045  HISTORY     - 1974     GOOD             LOCSUR
 MK0045  HISTORY     - 19890824 MARK NOT FOUND   NGS
 MK0045
 MK0045                          STATION DESCRIPTION
 MK0045
 MK0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0045'0.2 MI S FROM RIVER SIOUX.
 MK0045'0.25 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0045'FROM THE STATION AT RIVER SIOUX, 3 1/2 POLES SOUTH OF MILEPOST 23,
 MK0045'38 YARDS EAST OF THE CENTER LINE OF U.S. HIGHWAY 75, 45.0 FEET
 MK0045'EAST OF THE EAST RAIL, 38.0 FEET NORTH OF A TELEPHONE POLE,
 MK0045'1.0 FOOT WEST OF A FENCE, 1.0 FOOT NORTH OF A WITNESS POST,
 MK0045'A MISSOURI RIVER COMMISSION STANDARD CAP ON THE TOP OF AN
 MK0045'IRON PIPE WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 MK0045
 MK0045                          STATION RECOVERY (1974)
 MK0045
 MK0045'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0045'RECOVERED IN GOOD CONDITION.
 MK0045
 MK0045                          STATION RECOVERY (1989)
 MK0045
 MK0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0312 ***********************************************************************
 MG0312  DESIGNATION -  37
 MG0312  PID         -  MG0312
 MG0312  STATE/COUNTY-  IA/SCOTT
 MG0312  USGS QUAD   -  ANDALUSIA (1991)
 MG0312
 MG0312                         *CURRENT SURVEY CONTROL
 MG0312  ___________________________________________________________________
 MG0312* NAD 83(1986)-  41 27 25.     (N)    090 42 49.     (W)     SCALED    
 MG0312* NAVD 88     -       173.20   (+/-2cm)     568.2    (feet)  VERTCON   
 MG0312  ___________________________________________________________________
 MG0312  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0312
 MG0312  VERT ORDER  -  ? (See Below)
 MG0312
 MG0312.The horizontal coordinates were scaled from a topographic map and have
 MG0312.an estimated accuracy of +/- 6 seconds.
 MG0312
 MG0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0312.The vertical order pertains to the NGVD 29 superseded value.
 MG0312
 MG0312.The geoid height was determined by GEOID03.
 MG0312
 MG0312;                    North         East    Units  Estimated Accuracy
 MG0312;SPC IA S     -   165,520.      732,760.      MT  (+/- 180 meters Scaled)
 MG0312
 MG0312                          SUPERSEDED SURVEY CONTROL
 MG0312
 MG0312  NGVD 29 (??/??/92)  173.259  (m)          568.43   (f) ADJ UNCH    ?  
 MG0312
 MG0312.Superseded values are not recommended for survey control.
 MG0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0312.See file dsdata.txt to determine how the superseded data were derived.
 MG0312
 MG0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF909920(NAD 83)
 MG0312_MARKER: B = BOLT
 MG0312_SETTING: 66 = SET IN ROCK OUTCROP
 MG0312_SP_SET: STONE CUT
 MG0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MG0312+STABILITY: POSITION/ELEVATION WELL
 MG0312
 MG0312  HISTORY     - Date     Condition        Report By
 MG0312  HISTORY     - UNK      MONUMENTED       USE
 MG0312  HISTORY     - 1934     GOOD             NGS
 MG0312  HISTORY     - 19880128 MARK NOT FOUND   USPSQD
 MG0312  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 MG0312
 MG0312                          STATION DESCRIPTION
 MG0312
 MG0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0312'0.5 MI E FROM BUFFALO.
 MG0312'ABOUT 1/2 MILE EAST OF BUFFALO, SCOTT COUNTY, 110 YARDS NORTH OF
 MG0312'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY TRACK, OPPOSITE
 MG0312'SIGNAL TOWER 1914, AT THE WEST SIDE OF A BRICK FARMHOUSE, IN
 MG0312'THE UPPER FOUNDATION STONE, 8 FEET FROM THE SOUTHWEST CORNER
 MG0312'OF THE BUILDING, AND 3 FEET ABOVE THE LEVEL OF THE GROUND.  THE
 MG0312'CENTER OF A COPPER BOLT SET HORIZONTALLY AND SURROUNDED BY THE
 MG0312'LETTERS USPBM CUT IN THE STONE.
 MG0312
 MG0312                          STATION RECOVERY (1988)
 MG0312
 MG0312'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0312'MARK NOT FOUND.
 MG0312
 MG0312                          STATION RECOVERY (1996)
 MG0312
 MG0312'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1148 ***********************************************************************
 MJ1148  DESIGNATION -  37 A PJH
 MJ1148  PID         -  MJ1148
 MJ1148  STATE/COUNTY-  IA/CARROLL
 MJ1148  USGS QUAD   -  TEMPLETON (1971)
 MJ1148
 MJ1148                         *CURRENT SURVEY CONTROL
 MJ1148  ___________________________________________________________________
 MJ1148* NAD 83(1996)-  41 54 10.55385(N)    094 59 46.53400(W)     ADJUSTED  
 MJ1148* NAVD 88     -       468.     (meters)    1535.     (feet)  SCALED    
 MJ1148  ___________________________________________________________________
 MJ1148  LAPLACE CORR-           8.69  (seconds)                    DEFLEC99
 MJ1148  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 MJ1148
 MJ1148  HORZ ORDER  -  THIRD
 MJ1148
 MJ1148.The horizontal coordinates were established by classical geodetic methods
 MJ1148.and adjusted by the National Geodetic Survey in May 1999..
 MJ1148.No horizontal observational check was made to the station.
 MJ1148
 MJ1148.The orthometric height was scaled from a topographic map.
 MJ1148
 MJ1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1148
 MJ1148.The geoid height was determined by GEOID03.
 MJ1148
 MJ1148;                    North         East     Units Scale Factor Converg.
 MJ1148;SPC IA N     - 1,045,855.275 1,375,847.836   MT  1.00003375   -1 00 50.7
 MJ1148;SPC IA S     -   212,394.793   375,848.758   MT  1.00002343   -0 59 08.1
 MJ1148;UTM  15      - 4,640,925.822   334,419.844   MT  0.99993738   -1 20 00.8
 MJ1148
 MJ1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1148!SPC IA N     -   0.99993109  x   1.00003375  =   0.99996484
 MJ1148!SPC IA S     -   0.99993109  x   1.00002343  =   0.99995452
 MJ1148!UTM  15      -   0.99993109  x   0.99993738  =   0.99986848
 MJ1148
 MJ1148                          SUPERSEDED SURVEY CONTROL
 MJ1148
 MJ1148  NAD 83(1986)-  41 54 10.55114(N)    094 59 46.53788(W) AD(       ) 3
 MJ1148  NAD 27      -  41 54 10.60486(N)    094 59 45.57123(W) AD(       ) 3
 MJ1148
 MJ1148.Superseded values are not recommended for survey control.
 MJ1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1148.See file dsdata.txt to determine how the superseded data were derived.
 MJ1148
 MJ1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3442040926(NAD 83)
 MJ1148_MARKER: DB = BENCH MARK DISK
 MJ1148_SETTING: 0 = UNSPECIFIED SETTING
 MJ1148
 MJ1148  HISTORY     - Date     Condition        Report By
 MJ1148  HISTORY     - 1969     MONUMENTED       USGS
 MJ1148
 MJ1148                          STATION DESCRIPTION
 MJ1148
 MJ1148'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (LFS)
 MJ1148'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND STATE
 MJ1148'HIGHWAY 141 IN MANNING, GO EAST ON STATE HIGHWAY 141 FOR 3.65
 MJ1148'MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED
 MJ1148'ROAD FOR 0.25 MILE TO TOP OF HILL AND THE STATION.
 MJ1148'
 MJ1148'37A PJH, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 MJ1148'STAMPED 37A PJH 1969, CRIMPED TO THE TOP OF 10 FOOT LENGTHS
 MJ1148'OF COPPER COATED ROD, DRIVEN FLUSH WITH GROUND AND SET IN
 MJ1148'6-INCH TILE FILLED WITH GRAVEL.  IT IS 41 FEET WEST OF THE
 MJ1148'CENTER OF THE ROAD, 5 FEET NORTH OF A TELEPHONE POLE, 3.5
 MJ1148'FEET NORTH-NORTHEAST OF A METAL WITNESS POST, AND 1 FOOT
 MJ1148'EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0433 ***********************************************************************
 NJ0433  DESIGNATION -  37 JDF
 NJ0433  PID         -  NJ0433
 NJ0433  STATE/COUNTY-  IA/DUBUQUE
 NJ0433  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0433
 NJ0433                         *CURRENT SURVEY CONTROL
 NJ0433  ___________________________________________________________________
 NJ0433* NAD 83(1986)-  42 38 22.     (N)    091 04 25.     (W)     SCALED    
 NJ0433* NAVD 88     -       342.995  (meters)    1125.31   (feet)  ADJUSTED  
 NJ0433  ___________________________________________________________________
 NJ0433  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 NJ0433  DYNAMIC HT  -         342.894 (meters)    1124.98  (feet)  COMP
 NJ0433  MODELED GRAV-     980,314.4   (mgal)                       NAVD 88
 NJ0433
 NJ0433  VERT ORDER  -  FIRST     CLASS I
 NJ0433
 NJ0433.The horizontal coordinates were scaled from a topographic map and have
 NJ0433.an estimated accuracy of +/- 6 seconds.
 NJ0433
 NJ0433.The orthometric height was determined by differential leveling
 NJ0433.and adjusted by the National Geodetic Survey in June 1991..
 NJ0433
 NJ0433.The geoid height was determined by GEOID03.
 NJ0433
 NJ0433.The dynamic height is computed by dividing the NAVD 88
 NJ0433.geopotential number by the normal gravity value computed on the
 NJ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0433.degrees latitude (g = 980.6199 gals.).
 NJ0433
 NJ0433.The modeled gravity was interpolated from observed gravity values.
 NJ0433
 NJ0433;                    North         East    Units  Estimated Accuracy
 NJ0433;SPC IA N     - 1,129,420.    1,698,970.      MT  (+/- 180 meters Scaled)
 NJ0433
 NJ0433                          SUPERSEDED SURVEY CONTROL
 NJ0433
 NJ0433  NGVD 29 (??/??/92)  343.038  (m)         1125.45   (f) ADJ UNCH    1 1
 NJ0433
 NJ0433.Superseded values are not recommended for survey control.
 NJ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0433.See file dsdata.txt to determine how the superseded data were derived.
 NJ0433
 NJ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH579225(NAD 83)
 NJ0433_MARKER: DD = SURVEY DISK
 NJ0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0433_STAMPING: 37 JDF 1953 1125
 NJ0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0433+STABILITY: SURFACE MOTION
 NJ0433
 NJ0433  HISTORY     - Date     Condition        Report By
 NJ0433  HISTORY     - 1953     MONUMENTED       USGS
 NJ0433  HISTORY     - 1970     GOOD             NGS
 NJ0433  HISTORY     - 1973     GOOD             NGS
 NJ0433  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0433
 NJ0433                          STATION DESCRIPTION
 NJ0433
 NJ0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0433'2.6 MI N FROM LUXEMBURG.
 NJ0433'ABOUT 2.6 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE HOLY
 NJ0433'TRINITY CHURCH AT LUXEMBURG, 188 FEET NORTH OF THE CENTER OF A
 NJ0433'JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD WHICH LEADS EAST,
 NJ0433'35 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET
 NJ0433'SOUTH OF THE CENTER OF A GATE, 5.9 FEET SOUTH OF A TELEPHONE
 NJ0433'POLE WHICH IS BRACED BY A GUY WIRE, 0.5 FOOT WEST OF A FENCE,
 NJ0433'1.1 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 1/2 FEET ABOVE
 NJ0433'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 NJ0433'WHICH IS LEVEL WITH THE GROUND.
 NJ0433
 NJ0433                          STATION RECOVERY (1973)
 NJ0433
 NJ0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NJ0433'RECOVERED IN GOOD CONDITION.
 NJ0433
 NJ0433                          STATION RECOVERY (2001)
 NJ0433
 NJ0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0433'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0434 ***********************************************************************
 NJ0434  DESIGNATION -  37 JDF RESET
 NJ0434  PID         -  NJ0434
 NJ0434  STATE/COUNTY-  IA/DUBUQUE
 NJ0434  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0434
 NJ0434                         *CURRENT SURVEY CONTROL
 NJ0434  ___________________________________________________________________
 NJ0434* NAD 83(1986)-  42 38 22.     (N)    091 04 25.     (W)     SCALED    
 NJ0434* NAVD 88     -       344.51   (meters)    1130.3    (feet)  RESET     
 NJ0434  ___________________________________________________________________
 NJ0434  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 NJ0434
 NJ0434  VERT ORDER  -  THIRD
 NJ0434
 NJ0434.The horizontal coordinates were scaled from a topographic map and have
 NJ0434.an estimated accuracy of +/- 6 seconds.
 NJ0434
 NJ0434.The orthometric height was computed from unverified reset data.
 NJ0434
 NJ0434.The geoid height was determined by GEOID03.
 NJ0434
 NJ0434;                    North         East    Units  Estimated Accuracy
 NJ0434;SPC IA N     - 1,129,420.    1,698,970.      MT  (+/- 180 meters Scaled)
 NJ0434
 NJ0434                          SUPERSEDED SURVEY CONTROL
 NJ0434
 NJ0434.No superseded survey control is available for this station.
 NJ0434
 NJ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH579225(NAD 83)
 NJ0434_MARKER: DB = BENCH MARK DISK
 NJ0434_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NJ0434+WITH SETTING: INTO GROUND
 NJ0434_STAMPING: 37 JDF USGS RESET 1973
 NJ0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0434+STABILITY: SURFACE MOTION
 NJ0434
 NJ0434  HISTORY     - Date     Condition        Report By
 NJ0434  HISTORY     - 1973     MONUMENTED       NGS
 NJ0434
 NJ0434                          STATION DESCRIPTION
 NJ0434
 NJ0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NJ0434'2.6 MI N FROM LUXEMBURG.
 NJ0434'TO REACH THE BENCH MARK FROM THE HOLY TRINITY CHURCH AT LUXEMBURG,
 NJ0434'GO NORTH ON U.S. HIGHWAY 52 FOR 2.6 MILES TO THE BENCH MARK
 NJ0434'ON THE LEFT, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A GRAVELED
 NJ0434'ROAD EAST, 109 FEET WEST OF THE CENTER OF HIGHWAY 52, 24 FEET
 NJ0434'SOUTH OF HIGHWAY STATIONING 939 AND 1 FOOT NORTH OF A METAL
 NJ0434'WITNESS POST.  THE BENCH MARK IS A STANDARD DISK STAMPED 37
 NJ0434'JDF (USGS) RESET 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER
 NJ0434'COATED ROD WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM,
 NJ0434'ENCASED IN A PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0050 ***********************************************************************
 MK0050  DESIGNATION -  370 BOLT
 MK0050  PID         -  MK0050
 MK0050  STATE/COUNTY-  IA/HARRISON
 MK0050  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0050
 MK0050                         *CURRENT SURVEY CONTROL
 MK0050  ___________________________________________________________________
 MK0050* NAD 83(1986)-  41 49 56.     (N)    096 03 48.     (W)     SCALED    
 MK0050* NAVD 88     -       313.700  (meters)    1029.20   (feet)  ADJUSTED  
 MK0050  ___________________________________________________________________
 MK0050  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 MK0050  DYNAMIC HT  -         313.577 (meters)    1028.79  (feet)  COMP
 MK0050  MODELED GRAV-     980,220.5   (mgal)                       NAVD 88
 MK0050
 MK0050  VERT ORDER  -  FIRST     CLASS II
 MK0050
 MK0050.The horizontal coordinates were scaled from a topographic map and have
 MK0050.an estimated accuracy of +/- 6 seconds.
 MK0050
 MK0050.The orthometric height was determined by differential leveling
 MK0050.and adjusted by the National Geodetic Survey in June 1991..
 MK0050
 MK0050.The geoid height was determined by GEOID03.
 MK0050
 MK0050.The dynamic height is computed by dividing the NAVD 88
 MK0050.geopotential number by the normal gravity value computed on the
 MK0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0050.degrees latitude (g = 980.6199 gals.).
 MK0050
 MK0050.The modeled gravity was interpolated from observed gravity values.
 MK0050
 MK0050;                    North         East    Units  Estimated Accuracy
 MK0050;SPC IA S     -   206,610.      287,100.      MT  (+/- 180 meters Scaled)
 MK0050
 MK0050                          SUPERSEDED SURVEY CONTROL
 MK0050
 MK0050  NGVD 29 (??/??/92)  313.552  (m)         1028.71   (f) ADJ UNCH    1 2
 MK0050
 MK0050.Superseded values are not recommended for survey control.
 MK0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0050.See file dsdata.txt to determine how the superseded data were derived.
 MK0050
 MK0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM438353(NAD 83)
 MK0050_MARKER: B = BOLT
 MK0050_SETTING: 66 = SET IN ROCK OUTCROP
 MK0050_SP_SET: STONE
 MK0050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK0050+STABILITY: POSITION/ELEVATION WELL
 MK0050
 MK0050  HISTORY     - Date     Condition        Report By
 MK0050  HISTORY     - UNK      MONUMENTED       MORC
 MK0050  HISTORY     - 1948     GOOD             NGS
 MK0050  HISTORY     - 1974     GOOD             LOCSUR
 MK0050  HISTORY     - 19890828 MARK NOT FOUND   NGS
 MK0050
 MK0050                          STATION DESCRIPTION
 MK0050
 MK0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0050'2.1 MI N FROM RIVER SIOUX.
 MK0050'2.1 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0050'THE STATION AT RIVER SIOUX, 0.5 MILE NORTH OF THE MONONA HARRISON
 MK0050'DITCH, 414 YARDS (PACED) SOUTH OF A ROAD CROSSING, 86.0 FEET
 MK0050'NORTH OF THE NORTH GATE POST AT AN ABANDONED PRIVATE ROAD
 MK0050'CROSSING, 44.3 FEET EAST OF AND 14.0 FEET LOWER THAN THE EAST
 MK0050'RAIL OF THE TRACK, 27.6 FEET SOUTHEAST OF A TELEGRAPH POLE,
 MK0050'3.3 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 1.6 FEET SOUTH
 MK0050'OF A REFERENCE POST, THE TOP OF A COPPER BOLT LEADED IN A STONE
 MK0050'18 INCHES SQUARE AND SET ABOUT 4 FEET UNDERGROUND, ACCESS TO
 MK0050'WHICH IS HAD THROUGH AN IRON PIPE BEARING AN IRON CAP AND PROJECTING
 MK0050'1.0 FOOT ABOVE THE GROUND.
 MK0050
 MK0050                          STATION RECOVERY (1974)
 MK0050
 MK0050'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0050'RECOVERED IN GOOD CONDITION.
 MK0050
 MK0050                          STATION RECOVERY (1989)
 MK0050
 MK0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0051 ***********************************************************************
 MK0051  DESIGNATION -  370 CAP
 MK0051  PID         -  MK0051
 MK0051  STATE/COUNTY-  IA/HARRISON
 MK0051  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0051
 MK0051                         *CURRENT SURVEY CONTROL
 MK0051  ___________________________________________________________________
 MK0051* NAD 83(1986)-  41 49 55.     (N)    096 03 48.     (W)     SCALED    
 MK0051* NAVD 88     -       314.920  (meters)    1033.20   (feet)  ADJUSTED  
 MK0051  ___________________________________________________________________
 MK0051  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 MK0051  DYNAMIC HT  -         314.796 (meters)    1032.79  (feet)  COMP
 MK0051  MODELED GRAV-     980,220.4   (mgal)                       NAVD 88
 MK0051
 MK0051  VERT ORDER  -  FIRST     CLASS II
 MK0051
 MK0051.The horizontal coordinates were scaled from a topographic map and have
 MK0051.an estimated accuracy of +/- 6 seconds.
 MK0051
 MK0051.The orthometric height was determined by differential leveling
 MK0051.and adjusted by the National Geodetic Survey in June 1991..
 MK0051
 MK0051.The geoid height was determined by GEOID03.
 MK0051
 MK0051.The dynamic height is computed by dividing the NAVD 88
 MK0051.geopotential number by the normal gravity value computed on the
 MK0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0051.degrees latitude (g = 980.6199 gals.).
 MK0051
 MK0051.The modeled gravity was interpolated from observed gravity values.
 MK0051
 MK0051;                    North         East    Units  Estimated Accuracy
 MK0051;SPC IA S     -   206,580.      287,100.      MT  (+/- 180 meters Scaled)
 MK0051
 MK0051                          SUPERSEDED SURVEY CONTROL
 MK0051
 MK0051  NGVD 29 (??/??/92)  314.772  (m)         1032.71   (f) ADJ UNCH    1 2
 MK0051
 MK0051.Superseded values are not recommended for survey control.
 MK0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0051.See file dsdata.txt to determine how the superseded data were derived.
 MK0051
 MK0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM438352(NAD 83)
 MK0051_MARKER: P = PIPE CAP
 MK0051_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0051_SP_SET: METAL PIPE IMBEDDED IN GROUND
 MK0051_MARK LOGO: MORC  
 MK0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0051+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1989
 MK0051
 MK0051  HISTORY     - Date     Condition        Report By
 MK0051  HISTORY     - UNK      MONUMENTED       MORC
 MK0051  HISTORY     - 1948     GOOD             NGS
 MK0051  HISTORY     - 1974     GOOD             LOCSUR
 MK0051  HISTORY     - 19890828 GOOD             NGS
 MK0051
 MK0051                          STATION DESCRIPTION
 MK0051
 MK0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0051'2.1 MI N FROM RIVER SIOUX.
 MK0051'2.1 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0051'FROM THE STATION AT RIVER SIOUX, 0.5 MILE NORTH OF MONONA
 MK0051'HARRISON DITCH, 414 YARDS (PACED) SOUTH OF A ROAD CROSSING,
 MK0051'86.0 FEET NORTH OF THE NORTH GATE AT AN ABANDONED PRIVATE ROAD
 MK0051'CROSSING, 44.3 FEET EAST OF AND 1090 FEET LOWER THAN THE EAST
 MK0051'RAIL OF THE TRACK, 27.6 FEET SOUTHEAST OF A TELEGRAPH POLE,
 MK0051'3.3 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 1.6 FEET SOUTH
 MK0051'OF A REFERENCE POST, A RAISED POINT ON TOP OF AN IRON CAP
 MK0051'WHICH IS BOLTED TO A 4-INCH PIPE PROJECTING 1.0 FOOT ABOVE THE
 MK0051'GROUND.
 MK0051
 MK0051                          STATION RECOVERY (1974)
 MK0051
 MK0051'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0051'RECOVERED IN GOOD CONDITION.
 MK0051
 MK0051                          STATION RECOVERY (1989)
 MK0051
 MK0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0051'RECOVERED IN GOOD CONDITION.  A NEW REACH FOLLOWS.  3.3 KM (2.05 MI)
 MK0051'NORTHWESTERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM ITS
 MK0051'JUNCTION WITH STATE HIGHWAY 301 IN RIVER SIOUX.  DELETE--86.0 FEET
 MK0051'NORTH OF THE NORTH GATE POST AT AN ABANDONED PRIVATE ROAD CROSSING.
 MK0051'CHANGE--1.6 FEET SOUTH OF A REFERENCE POST, TO 0.3 M (1.0 FT)
 MK0051'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0055 ***********************************************************************
 MK0055  DESIGNATION -  371 BOLT
 MK0055  PID         -  MK0055
 MK0055  STATE/COUNTY-  IA/MONONA
 MK0055  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0055
 MK0055                         *CURRENT SURVEY CONTROL
 MK0055  ___________________________________________________________________
 MK0055* NAD 83(1986)-  41 51 57.     (N)    096 04 27.     (W)     SCALED    
 MK0055* NAVD 88     -       314.393  (meters)    1031.47   (feet)  ADJUSTED  
 MK0055  ___________________________________________________________________
 MK0055  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MK0055  DYNAMIC HT  -         314.271 (meters)    1031.07  (feet)  COMP
 MK0055  MODELED GRAV-     980,226.9   (mgal)                       NAVD 88
 MK0055
 MK0055  VERT ORDER  -  FIRST     CLASS II
 MK0055
 MK0055.The horizontal coordinates were scaled from a topographic map and have
 MK0055.an estimated accuracy of +/- 6 seconds.
 MK0055
 MK0055.The orthometric height was determined by differential leveling
 MK0055.and adjusted by the National Geodetic Survey in June 1991..
 MK0055
 MK0055.The geoid height was determined by GEOID03.
 MK0055
 MK0055.The dynamic height is computed by dividing the NAVD 88
 MK0055.geopotential number by the normal gravity value computed on the
 MK0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0055.degrees latitude (g = 980.6199 gals.).
 MK0055
 MK0055.The modeled gravity was interpolated from observed gravity values.
 MK0055
 MK0055;                    North         East    Units  Estimated Accuracy
 MK0055;SPC IA N     - 1,043,890.    1,286,310.      MT  (+/- 180 meters Scaled)
 MK0055
 MK0055                          SUPERSEDED SURVEY CONTROL
 MK0055
 MK0055  NGVD 29 (??/??/92)  314.248  (m)         1031.00   (f) ADJ UNCH    1 2
 MK0055
 MK0055.Superseded values are not recommended for survey control.
 MK0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0055.See file dsdata.txt to determine how the superseded data were derived.
 MK0055
 MK0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM428390(NAD 83)
 MK0055_MARKER: B = BOLT
 MK0055_SETTING: 66 = SET IN ROCK OUTCROP
 MK0055_SP_SET: STONE
 MK0055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK0055+STABILITY: POSITION/ELEVATION WELL
 MK0055
 MK0055  HISTORY     - Date     Condition        Report By
 MK0055  HISTORY     - UNK      MONUMENTED       MORC
 MK0055  HISTORY     - 1948     GOOD             NGS
 MK0055  HISTORY     - 1974     GOOD             LOCSUR
 MK0055  HISTORY     - 19890905 MARK NOT FOUND   NGS
 MK0055
 MK0055                          STATION DESCRIPTION
 MK0055
 MK0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0055'4.4 MI S FROM BLENCOE.
 MK0055'4.4 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0055'FROM THE STATION AT BLENCOE, 1.0 MILE NORTH OF BENCH MARK
 MK0055'X 128, 9 1/2 POLES SOUTH OF MILEPOST 28, 145 YARDS (PACED)
 MK0055'NORTH OF A ROAD CROSSING, 92.2 FEET NORTH OF THE THIRD TELEGRAPH
 MK0055'POLE (MOST WESTERLY ROW OF POLES ON THE EAST SIDE OF THE TRACK)
 MK0055'NORTH OF THE CROSSING, 45.2 FEET EAST OF AND 14.0 FEET LOWER
 MK0055'THAN THE EAST RAIL OF NORTH OF THE CROSSING, 45.2 FEET EAST OF
 MK0055'AND 14.0 FEET LOWER THAN THE EAST RAIL OF THE TRACK, 1.9 FEET
 MK0055'WEST OF THE EAST RIGHT-OF-WAY FENCE, 1.1 FEET SOUTH OF A
 MK0055'REFERENCE POST, THE TOP OF A COPPER BOLT LEADED IN A STONE
 MK0055'18 INCHES SQUARE AND SET ABOUT 4 FEET UNDERGROUND, ACCESS
 MK0055'TO WHICH IS HAD THROUGH AN IRON PIPE BEARING AN IRON CAP.
 MK0055
 MK0055                          STATION RECOVERY (1974)
 MK0055
 MK0055'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0055'RECOVERED IN GOOD CONDITION.
 MK0055
 MK0055                          STATION RECOVERY (1989)
 MK0055
 MK0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0056 ***********************************************************************
 MK0056  DESIGNATION -  371 CAP
 MK0056  PID         -  MK0056
 MK0056  STATE/COUNTY-  IA/MONONA
 MK0056  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0056
 MK0056                         *CURRENT SURVEY CONTROL
 MK0056  ___________________________________________________________________
 MK0056* NAD 83(1986)-  41 51 57.     (N)    096 04 27.     (W)     SCALED    
 MK0056* NAVD 88     -       315.619  (meters)    1035.49   (feet)  ADJUSTED  
 MK0056  ___________________________________________________________________
 MK0056  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MK0056  DYNAMIC HT  -         315.497 (meters)    1035.09  (feet)  COMP
 MK0056  MODELED GRAV-     980,226.9   (mgal)                       NAVD 88
 MK0056
 MK0056  VERT ORDER  -  FIRST     CLASS II
 MK0056
 MK0056.The horizontal coordinates were scaled from a topographic map and have
 MK0056.an estimated accuracy of +/- 6 seconds.
 MK0056
 MK0056.The orthometric height was determined by differential leveling
 MK0056.and adjusted by the National Geodetic Survey in June 1991..
 MK0056
 MK0056.The geoid height was determined by GEOID03.
 MK0056
 MK0056.The dynamic height is computed by dividing the NAVD 88
 MK0056.geopotential number by the normal gravity value computed on the
 MK0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0056.degrees latitude (g = 980.6199 gals.).
 MK0056
 MK0056.The modeled gravity was interpolated from observed gravity values.
 MK0056
 MK0056;                    North         East    Units  Estimated Accuracy
 MK0056;SPC IA N     - 1,043,890.    1,286,310.      MT  (+/- 180 meters Scaled)
 MK0056
 MK0056                          SUPERSEDED SURVEY CONTROL
 MK0056
 MK0056  NGVD 29 (??/??/92)  315.474  (m)         1035.02   (f) ADJ UNCH    1 2
 MK0056
 MK0056.Superseded values are not recommended for survey control.
 MK0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0056.See file dsdata.txt to determine how the superseded data were derived.
 MK0056
 MK0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM428390(NAD 83)
 MK0056_MARKER: P = PIPE CAP
 MK0056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0056_SP_SET: METAL PIPE IMBEDDED IN GROUND
 MK0056_MARK LOGO: MORC  
 MK0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0056+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1989
 MK0056
 MK0056  HISTORY     - Date     Condition        Report By
 MK0056  HISTORY     - UNK      MONUMENTED       CGS
 MK0056  HISTORY     - 1948     GOOD             NGS
 MK0056  HISTORY     - 19890905 GOOD             NGS
 MK0056
 MK0056                          STATION DESCRIPTION
 MK0056
 MK0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0056'4.4 MI S FROM BLENCOE.
 MK0056'4.4 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0056'FROM THE STATION AT BLENCOE, 1.0 MILE NORTH OF BENCH MARK X 128,
 MK0056'9 1/2 POLES SOUTH OF MILEPOST 28, 145 YARDS (PACED) NORTH OF
 MK0056'A ROAD CROSSING, 92.2 FEET NORTH OF THE THIRD TELEGRAPH POLE
 MK0056'(MOST WESTERLY ROW OF POLES ON THE EAST SIDE OF THE TRACK)
 MK0056'NORTH OF THE CROSSING, 45.2 FEET EAST OF AND 10.0 FEET LOWER
 MK0056'THAN THE EAST RAIL OF THE TRACK, 1.9 FEET WEST OF THE EAST
 MK0056'RIGHT-OF-WAY FENCE, 1.1 FEET SOUTH OF A REFERENCE POST, A RAISED
 MK0056'POINT ON TOP OF AN IRON CAP WHICH IS BOLTED TO A 4-INCH IRON
 MK0056'PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
 MK0056
 MK0056                          STATION RECOVERY (1989)
 MK0056
 MK0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0056'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 MK0056'CHANGE--STATION, TO MAIN STREET, AND SOUTH OF REFERENCE POST, TO NORTH
 MK0056'OF A WITNESS POST.  DELETE--(MOST WESTERLY ROW OF POLES ON THE EAST
 MK0056'SIDE OF THE TRACK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0058 ***********************************************************************
 MK0058  DESIGNATION -  372 BOLT
 MK0058  PID         -  MK0058
 MK0058  STATE/COUNTY-  IA/MONONA
 MK0058  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0058
 MK0058                         *CURRENT SURVEY CONTROL
 MK0058  ___________________________________________________________________
 MK0058* NAD 83(1986)-  41 52 00.     (N)    096 04 28.     (W)     SCALED    
 MK0058* NAVD 88     -       313.409  (meters)    1028.24   (feet)  ADJUSTED  
 MK0058  ___________________________________________________________________
 MK0058  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MK0058  DYNAMIC HT  -         313.288 (meters)    1027.85  (feet)  COMP
 MK0058  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 MK0058
 MK0058  VERT ORDER  -  FIRST     CLASS II
 MK0058
 MK0058.The horizontal coordinates were scaled from a topographic map and have
 MK0058.an estimated accuracy of +/- 6 seconds.
 MK0058
 MK0058.The orthometric height was determined by differential leveling
 MK0058.and adjusted by the National Geodetic Survey in June 1991..
 MK0058
 MK0058.The geoid height was determined by GEOID03.
 MK0058
 MK0058.The dynamic height is computed by dividing the NAVD 88
 MK0058.geopotential number by the normal gravity value computed on the
 MK0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0058.degrees latitude (g = 980.6199 gals.).
 MK0058
 MK0058.The modeled gravity was interpolated from observed gravity values.
 MK0058
 MK0058;                    North         East    Units  Estimated Accuracy
 MK0058;SPC IA N     - 1,043,980.    1,286,290.      MT  (+/- 180 meters Scaled)
 MK0058
 MK0058                          SUPERSEDED SURVEY CONTROL
 MK0058
 MK0058  NGVD 29 (??/??/92)  313.264  (m)         1027.77   (f) ADJ UNCH    1 2
 MK0058
 MK0058.Superseded values are not recommended for survey control.
 MK0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0058.See file dsdata.txt to determine how the superseded data were derived.
 MK0058
 MK0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM428391(NAD 83)
 MK0058_MARKER: B = BOLT
 MK0058_SETTING: 66 = SET IN ROCK OUTCROP
 MK0058_SP_SET: STONE
 MK0058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK0058+STABILITY: POSITION/ELEVATION WELL
 MK0058
 MK0058  HISTORY     - Date     Condition        Report By
 MK0058  HISTORY     - UNK      MONUMENTED       MORC
 MK0058  HISTORY     - 1948     GOOD             NGS
 MK0058  HISTORY     - 1974     GOOD             LOCSUR
 MK0058  HISTORY     - 19890905 MARK NOT FOUND   NGS
 MK0058
 MK0058                          STATION DESCRIPTION
 MK0058
 MK0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0058'4.4 MI S FROM BLENCOE.
 MK0058'4.4 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0058'FROM THE STATION AT BLENCOE, 8 1/4 POLES SOUTH OF MILEPOST 28,
 MK0058'200 YARDS (PACED) NORTH OF A ROAD CROSSING, 190.0 FEET NORTHWEST
 MK0058'OF AND ACROSS THE TRACK FROM BENCH MARK P.B.M. 371 CAP, 46.5
 MK0058'FEET WEST OF AND 16.0 FEET LOWER THAN THE WEST RAIL OF THE
 MK0058'TRACK, 22.0 FEET SOUTHWEST OF THE FIFTH POLE (ALONG THE WEST
 MK0058'SIDE OF THE TRACK) NORTH OF THE CROSSING, 1.9 FEET NORTH OF A
 MK0058'REFERENCE POST, 1.0 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE,
 MK0058'THE TOP OF A COPPER BOLT LEADED IN A STONE 18 INCHES SQUARE AND
 MK0058'SET ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN
 MK0058'IRON PIPE BEARING AN IRON CAP WHICH IS FLUSH WITH THE SURFACE
 MK0058'OF THE GROUND.
 MK0058
 MK0058                          STATION RECOVERY (1974)
 MK0058
 MK0058'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0058'RECOVERED IN GOOD CONDITION.
 MK0058
 MK0058                          STATION RECOVERY (1989)
 MK0058
 MK0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0059 ***********************************************************************
 MK0059  DESIGNATION -  372 CAP
 MK0059  PID         -  MK0059
 MK0059  STATE/COUNTY-  IA/MONONA
 MK0059  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0059
 MK0059                         *CURRENT SURVEY CONTROL
 MK0059  ___________________________________________________________________
 MK0059* NAD 83(1986)-  41 52 00.     (N)    096 04 29.     (W)     SCALED    
 MK0059* NAVD 88     -       314.668  (meters)    1032.37   (feet)  ADJUSTED  
 MK0059  ___________________________________________________________________
 MK0059  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MK0059  DYNAMIC HT  -         314.546 (meters)    1031.97  (feet)  COMP
 MK0059  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 MK0059
 MK0059  VERT ORDER  -  FIRST     CLASS II
 MK0059
 MK0059.The horizontal coordinates were scaled from a topographic map and have
 MK0059.an estimated accuracy of +/- 6 seconds.
 MK0059
 MK0059.The orthometric height was determined by differential leveling
 MK0059.and adjusted by the National Geodetic Survey in June 1991..
 MK0059
 MK0059.The geoid height was determined by GEOID03.
 MK0059
 MK0059.The dynamic height is computed by dividing the NAVD 88
 MK0059.geopotential number by the normal gravity value computed on the
 MK0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0059.degrees latitude (g = 980.6199 gals.).
 MK0059
 MK0059.The modeled gravity was interpolated from observed gravity values.
 MK0059
 MK0059;                    North         East    Units  Estimated Accuracy
 MK0059;SPC IA N     - 1,043,980.    1,286,260.      MT  (+/- 180 meters Scaled)
 MK0059
 MK0059                          SUPERSEDED SURVEY CONTROL
 MK0059
 MK0059  NGVD 29 (??/??/92)  314.523  (m)         1031.90   (f) ADJ UNCH    1 2
 MK0059
 MK0059.Superseded values are not recommended for survey control.
 MK0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0059.See file dsdata.txt to determine how the superseded data were derived.
 MK0059
 MK0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM427391(NAD 83)
 MK0059_MARKER: P = PIPE CAP
 MK0059_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0059_SP_SET: METAL PIPE IMBEDDED IN GROUND
 MK0059_MARK LOGO: MORC  
 MK0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0059+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1989
 MK0059
 MK0059  HISTORY     - Date     Condition        Report By
 MK0059  HISTORY     - 1948     MONUMENTED       CGS
 MK0059  HISTORY     - 1974     GOOD             LOCSUR
 MK0059  HISTORY     - 19890905 GOOD             NGS
 MK0059
 MK0059                          STATION DESCRIPTION
 MK0059
 MK0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0059'4.4 MI S FROM BLENCOE.
 MK0059'4.4 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0059'FROM THE STATION AT BLENCOE, 8 1/4 POLES SOUTH OF MILEPOST 28,
 MK0059'200 YARDS (PACED) NORTH OF A ROAD CROSSING, 190.0 FEET NORTHWEST
 MK0059'OF AND ACROSS THE TRACK FROM BENCH MARK P.B.M. 371 CAP, 46.5
 MK0059'FEET WEST OF AND 12.0 FEET LOWER THAN THE WEST RAIL OF THE
 MK0059'TRACK, 22.0 FEET SOUTHWEST OF THE FIFTH POLE (ALONG WEST SIDE
 MK0059'OF THE TRACK) NORTH OF THE CROSSING, 1.9 FEET NORTH OF A
 MK0059'REFERENCE POST, 1.0 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE,
 MK0059'A RAISED POINT ON TOP OF AN IRON CAP WHICH IS BOLTED TO A
 MK0059'4-INCH IRON PIPE WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 MK0059
 MK0059                          STATION RECOVERY (1974)
 MK0059
 MK0059'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0059'RECOVERED IN GOOD CONDITION.
 MK0059
 MK0059                          STATION RECOVERY (1989)
 MK0059
 MK0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0059'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 MK0059'CHANGE--STATION, TO MAIN STREET, AND NORTH OF A REFERENCE POST, TO
 MK0059'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0062 ***********************************************************************
 MK0062  DESIGNATION -  373 BOLT
 MK0062  PID         -  MK0062
 MK0062  STATE/COUNTY-  IA/MONONA
 MK0062  USGS QUAD   -  BLENCOE (1970)
 MK0062
 MK0062                         *CURRENT SURVEY CONTROL
 MK0062  ___________________________________________________________________
 MK0062* NAD 83(1986)-  41 54 08.     (N)    096 04 42.     (W)     SCALED    
 MK0062* NAVD 88     -       315.284  (meters)    1034.39   (feet)  ADJUSTED  
 MK0062  ___________________________________________________________________
 MK0062  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 MK0062  DYNAMIC HT  -         315.165 (meters)    1034.00  (feet)  COMP
 MK0062  MODELED GRAV-     980,234.3   (mgal)                       NAVD 88
 MK0062
 MK0062  VERT ORDER  -  FIRST     CLASS II
 MK0062
 MK0062.The horizontal coordinates were scaled from a topographic map and have
 MK0062.an estimated accuracy of +/- 6 seconds.
 MK0062
 MK0062.The orthometric height was determined by differential leveling
 MK0062.and adjusted by the National Geodetic Survey in June 1991..
 MK0062
 MK0062.The geoid height was determined by GEOID03.
 MK0062
 MK0062.The dynamic height is computed by dividing the NAVD 88
 MK0062.geopotential number by the normal gravity value computed on the
 MK0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0062.degrees latitude (g = 980.6199 gals.).
 MK0062
 MK0062.The modeled gravity was interpolated from observed gravity values.
 MK0062
 MK0062;                    North         East    Units  Estimated Accuracy
 MK0062;SPC IA N     - 1,047,940.    1,286,080.      MT  (+/- 180 meters Scaled)
 MK0062
 MK0062                          SUPERSEDED SURVEY CONTROL
 MK0062
 MK0062  NGVD 29 (??/??/92)  315.136  (m)         1033.91   (f) ADJ UNCH    1 2
 MK0062
 MK0062.Superseded values are not recommended for survey control.
 MK0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0062.See file dsdata.txt to determine how the superseded data were derived.
 MK0062
 MK0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM423430(NAD 83)
 MK0062_MARKER: B = BOLT
 MK0062_SETTING: 66 = SET IN ROCK OUTCROP
 MK0062_SP_SET: STONE
 MK0062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK0062+STABILITY: POSITION/ELEVATION WELL
 MK0062
 MK0062  HISTORY     - Date     Condition        Report By
 MK0062  HISTORY     - UNK      MONUMENTED       MORC
 MK0062  HISTORY     - 1948     GOOD             NGS
 MK0062  HISTORY     - 1949     GOOD             NGS
 MK0062  HISTORY     - 19890905 MARK NOT FOUND   NGS
 MK0062
 MK0062                          STATION DESCRIPTION
 MK0062
 MK0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0062'1.9 MI S FROM BLENCOE.
 MK0062'1.9 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0062'FROM THE STATION AT BLENCOE, 0.4 MILE SOUTH OF A ROAD CROSSING,
 MK0062'46.2 FEET EAST OF AND 10.0 FEET LOWER THAN THE EAST RAIL OF
 MK0062'THE TRACK, 29.1 FEET SOUTH OF THE TENTH POLE NORTH OF MILEPOST 30,
 MK0062'1.6 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 1.5 FEET NORTH
 MK0062'OF A REFERENCE POST, THE TOP OF A COPPER BOLT LEADED IN A
 MK0062'STONE 18 INCHES SQUARE AND SET ABOUT 4 FEET UNDERGROUND,
 MK0062'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING AN IRON
 MK0062'CAP AND PROJECTING 1.0 FOOT ABOVE THE GROUND.
 MK0062
 MK0062                          STATION RECOVERY (1949)
 MK0062
 MK0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 MK0062'RECOVERED IN GOOD CONDITION.
 MK0062
 MK0062                          STATION RECOVERY (1989)
 MK0062
 MK0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0063 ***********************************************************************
 MK0063  DESIGNATION -  373 CAP
 MK0063  PID         -  MK0063
 MK0063  STATE/COUNTY-  IA/MONONA
 MK0063  USGS QUAD   -  BLENCOE (1970)
 MK0063
 MK0063                         *CURRENT SURVEY CONTROL
 MK0063  ___________________________________________________________________
 MK0063* NAD 83(1986)-  41 54 08.     (N)    096 04 43.     (W)     SCALED    
 MK0063* NAVD 88     -       316.506  (meters)    1038.40   (feet)  ADJUSTED  
 MK0063  ___________________________________________________________________
 MK0063  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 MK0063  DYNAMIC HT  -         316.386 (meters)    1038.01  (feet)  COMP
 MK0063  MODELED GRAV-     980,234.3   (mgal)                       NAVD 88
 MK0063
 MK0063  VERT ORDER  -  FIRST     CLASS II
 MK0063
 MK0063.The horizontal coordinates were scaled from a topographic map and have
 MK0063.an estimated accuracy of +/- 6 seconds.
 MK0063
 MK0063.The orthometric height was determined by differential leveling
 MK0063.and adjusted by the National Geodetic Survey in June 1991..
 MK0063.WARNING-Repeat measurements at this control monument indicate possible
 MK0063.vertical movement.
 MK0063
 MK0063.The geoid height was determined by GEOID03.
 MK0063
 MK0063.The dynamic height is computed by dividing the NAVD 88
 MK0063.geopotential number by the normal gravity value computed on the
 MK0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0063.degrees latitude (g = 980.6199 gals.).
 MK0063
 MK0063.The modeled gravity was interpolated from observed gravity values.
 MK0063
 MK0063;                    North         East    Units  Estimated Accuracy
 MK0063;SPC IA N     - 1,047,940.    1,286,060.      MT  (+/- 180 meters Scaled)
 MK0063
 MK0063                          SUPERSEDED SURVEY CONTROL
 MK0063
 MK0063  NGVD 29 (??/??/92)  316.357  (m)         1037.91   (f) ADJ UNCH    1 2
 MK0063
 MK0063.Superseded values are not recommended for survey control.
 MK0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0063.See file dsdata.txt to determine how the superseded data were derived.
 MK0063
 MK0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM423430(NAD 83)
 MK0063_MARKER: P = PIPE CAP
 MK0063_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0063_SP_SET: METAL PIPE IMBEDDED IN GROUND
 MK0063_MARK LOGO: MORC  
 MK0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0063+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1989
 MK0063
 MK0063  HISTORY     - Date     Condition        Report By
 MK0063  HISTORY     - UNK      MONUMENTED       CGS
 MK0063  HISTORY     - 1948     GOOD             NGS
 MK0063  HISTORY     - 1949     GOOD             NGS
 MK0063  HISTORY     - 19890905 GOOD             NGS
 MK0063
 MK0063                          STATION DESCRIPTION
 MK0063
 MK0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0063'1.9 MI S FROM BLENCOE.
 MK0063'1.9 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0063'FROM THE STATION AT BLENCOE, 0.4 MILE SOUTH OF A ROAD CROSSING,
 MK0063'46.2 FEET EAST OF AND 6.0 FEET LOWER THAN THE EAST RAIL OF THE
 MK0063'TRACK, 29.1 FEET SOUTH OF THE TENTH POLE NORTH OF MILEPOST 30,
 MK0063'1.6 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 1.5 FEET NORTH
 MK0063'OF A REFERENCE POST, A RAISED POINT ON TOP OF AN IRON CAP
 MK0063'WHICH IS BOLTED TO A 4-INCH IRON PIPE PROJECTING 1.0 FOOT
 MK0063'ABOVE THE GROUND.
 MK0063
 MK0063                          STATION RECOVERY (1949)
 MK0063
 MK0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 MK0063'RECOVERED IN GOOD CONDITION.
 MK0063
 MK0063                          STATION RECOVERY (1989)
 MK0063
 MK0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0063'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 MK0063'CHANGE--STATION, TO MAIN STREET, AND 1.5 FEET NORTH OF A REFERENCE
 MK0063'POST, TO 8.9 M (29.2 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0067 ***********************************************************************
 MK0067  DESIGNATION -  374 BOLT
 MK0067  PID         -  MK0067
 MK0067  STATE/COUNTY-  IA/MONONA
 MK0067  USGS QUAD   -  BLENCOE (1970)
 MK0067
 MK0067                         *CURRENT SURVEY CONTROL
 MK0067  ___________________________________________________________________
 MK0067* NAD 83(1986)-  41 55 54.     (N)    096 04 53.     (W)     SCALED    
 MK0067* NAVD 88     -       316.240  (meters)    1037.53   (feet)  ADJUSTED  
 MK0067  ___________________________________________________________________
 MK0067  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MK0067  DYNAMIC HT  -         316.122 (meters)    1037.14  (feet)  COMP
 MK0067  MODELED GRAV-     980,239.3   (mgal)                       NAVD 88
 MK0067
 MK0067  VERT ORDER  -  FIRST     CLASS II
 MK0067
 MK0067.The horizontal coordinates were scaled from a topographic map and have
 MK0067.an estimated accuracy of +/- 6 seconds.
 MK0067
 MK0067.The orthometric height was determined by differential leveling
 MK0067.and adjusted by the National Geodetic Survey in June 1991..
 MK0067
 MK0067.The geoid height was determined by GEOID03.
 MK0067
 MK0067.The dynamic height is computed by dividing the NAVD 88
 MK0067.geopotential number by the normal gravity value computed on the
 MK0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0067.degrees latitude (g = 980.6199 gals.).
 MK0067
 MK0067.The modeled gravity was interpolated from observed gravity values.
 MK0067
 MK0067;                    North         East    Units  Estimated Accuracy
 MK0067;SPC IA N     - 1,051,220.    1,285,930.      MT  (+/- 180 meters Scaled)
 MK0067
 MK0067                          SUPERSEDED SURVEY CONTROL
 MK0067
 MK0067  NGVD 29 (??/??/92)  316.105  (m)         1037.09   (f) ADJ UNCH    1 2
 MK0067
 MK0067.Superseded values are not recommended for survey control.
 MK0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0067.See file dsdata.txt to determine how the superseded data were derived.
 MK0067
 MK0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM419463(NAD 83)
 MK0067_MARKER: B = BOLT
 MK0067_SETTING: 66 = SET IN ROCK OUTCROP
 MK0067_SP_SET: STONE
 MK0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK0067+STABILITY: POSITION/ELEVATION WELL
 MK0067
 MK0067  HISTORY     - Date     Condition        Report By
 MK0067  HISTORY     - UNK      MONUMENTED       MORC
 MK0067  HISTORY     - 1949     GOOD             NGS
 MK0067  HISTORY     - 19890905 MARK NOT FOUND   NGS
 MK0067
 MK0067                          STATION DESCRIPTION
 MK0067
 MK0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MK0067'AT BLENCOE.
 MK0067'AT BLENCOE, 5 POLES NORTH OF STATE HIGHWAY 366, 146 YARDS
 MK0067'NORTHWEST OF THE NORTHWEST CORNER OF ST. BERNARDS CATHOLIC
 MK0067'CHURCH, 24 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD
 MK0067'LEADING NORTH, 11 FEET NORTHWEST OF A POWER POLE, A COPPER
 MK0067'BOLTED LEADED IN THE TOP OF AN 18 INCH SQUARE STONE WHICH IS
 MK0067'4.0 FEET UNDER GROUND AND ACCESS TO WHICH IS HAD THROUGH AN
 MK0067'IRON PIPE BEARING A MISSOURI RIVER COMMISSION IRON CAP.
 MK0067
 MK0067                          STATION RECOVERY (1989)
 MK0067
 MK0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0068 ***********************************************************************
 MK0068  DESIGNATION -  374 CAP
 MK0068  PID         -  MK0068
 MK0068  STATE/COUNTY-  IA/MONONA
 MK0068  USGS QUAD   -  BLENCOE (1970)
 MK0068
 MK0068                         *CURRENT SURVEY CONTROL
 MK0068  ___________________________________________________________________
 MK0068* NAD 83(1986)-  41 55 54.     (N)    096 04 53.     (W)     SCALED    
 MK0068* NAVD 88     -       317.457  (meters)    1041.52   (feet)  ADJUSTED  
 MK0068  ___________________________________________________________________
 MK0068  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MK0068  DYNAMIC HT  -         317.338 (meters)    1041.13  (feet)  COMP
 MK0068  MODELED GRAV-     980,239.3   (mgal)                       NAVD 88
 MK0068
 MK0068  VERT ORDER  -  FIRST     CLASS II
 MK0068
 MK0068.The horizontal coordinates were scaled from a topographic map and have
 MK0068.an estimated accuracy of +/- 6 seconds.
 MK0068
 MK0068.The orthometric height was determined by differential leveling
 MK0068.and adjusted by the National Geodetic Survey in June 1991..
 MK0068
 MK0068.The geoid height was determined by GEOID03.
 MK0068
 MK0068.The dynamic height is computed by dividing the NAVD 88
 MK0068.geopotential number by the normal gravity value computed on the
 MK0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0068.degrees latitude (g = 980.6199 gals.).
 MK0068
 MK0068.The modeled gravity was interpolated from observed gravity values.
 MK0068
 MK0068;                    North         East    Units  Estimated Accuracy
 MK0068;SPC IA N     - 1,051,220.    1,285,930.      MT  (+/- 180 meters Scaled)
 MK0068
 MK0068                          SUPERSEDED SURVEY CONTROL
 MK0068
 MK0068  NGVD 29 (??/??/92)  317.321  (m)         1041.08   (f) ADJ UNCH    1 2
 MK0068
 MK0068.Superseded values are not recommended for survey control.
 MK0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0068.See file dsdata.txt to determine how the superseded data were derived.
 MK0068
 MK0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM419463(NAD 83)
 MK0068_MARKER: P = PIPE CAP
 MK0068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0068_SP_SET: METAL PIPE IMBEDDED IN GROUND
 MK0068_MARK LOGO: MORC  
 MK0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0068+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1989
 MK0068
 MK0068  HISTORY     - Date     Condition        Report By
 MK0068  HISTORY     - UNK      MONUMENTED       CGS
 MK0068  HISTORY     - 1949     GOOD             NGS
 MK0068  HISTORY     - 19890905 GOOD             NGS
 MK0068
 MK0068                          STATION DESCRIPTION
 MK0068
 MK0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MK0068'AT BLENCOE.
 MK0068'AT BLENCOE, 5 POLES NORTH OF STATE HIGHWAY 366, 146 YARDS
 MK0068'NORTHWEST OF THE NORTHWEST CORNER OF ST. BERNARDS CATHOLIC
 MK0068'CHURCH, 24 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD
 MK0068'LEADING NORTH, 11 FEET NORTHWEST OF A POWER POLE, A MISSOURI
 MK0068'RIVER COMMISSION STANDARD CAP ON THE TOP OF AN IRON PIPE WHICH
 MK0068'PROJECTS 2.0 FEET ABOVE THE GROUND.
 MK0068
 MK0068                          STATION RECOVERY (1989)
 MK0068
 MK0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1337 ***********************************************************************
 MJ1337  DESIGNATION -  375
 MJ1337  PID         -  MJ1337
 MJ1337  STATE/COUNTY-  IA/HARRISON
 MJ1337  USGS QUAD   -  PISGAH (1971)
 MJ1337
 MJ1337                         *CURRENT SURVEY CONTROL
 MJ1337  ___________________________________________________________________
 MJ1337* NAD 83(1996)-  41 51 47.85111(N)    095 58 54.71690(W)     ADJUSTED  
 MJ1337* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 MJ1337  ___________________________________________________________________
 MJ1337  LAPLACE CORR-          -6.49  (seconds)                    DEFLEC99
 MJ1337  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 MJ1337
 MJ1337  HORZ ORDER  -  SECOND
 MJ1337
 MJ1337.The horizontal coordinates were established by classical geodetic methods
 MJ1337.and adjusted by the National Geodetic Survey in May 1999..
 MJ1337
 MJ1337.The orthometric height was scaled from a topographic map.
 MJ1337
 MJ1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1337
 MJ1337.The geoid height was determined by GEOID03.
 MJ1337
 MJ1337;                    North         East     Units Scale Factor Converg.
 MJ1337;SPC IA S     -   209,863.690   293,960.830   MT  1.00001518   -1 38 05.3
 MJ1337;UTM  15      - 4,638,897.796   252,508.702   MT  1.00035379   -1 59 27.5
 MJ1337;UTM  14      - 4,639,003.089   750,501.837   MT  1.00037224   +2 00 54.8
 MJ1337
 MJ1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1337!SPC IA S     -   0.99993550  x   1.00001518  =   0.99995068
 MJ1337!UTM  15      -   0.99993550  x   1.00035379  =   1.00028927
 MJ1337!UTM  14      -   0.99993550  x   1.00037224  =   1.00030772
 MJ1337
 MJ1337                          SUPERSEDED SURVEY CONTROL
 MJ1337
 MJ1337  NAD 83(1996)-  41 51 47.85081(N)    095 58 54.71754(W) AD(       ) 2
 MJ1337  NAD 83(1986)-  41 51 47.85351(N)    095 58 54.71776(W) AD(       ) 2
 MJ1337  NAD 27      -  41 51 47.90000(N)    095 58 53.67800(W) AD(       ) 2
 MJ1337
 MJ1337.Superseded values are not recommended for survey control.
 MJ1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1337.See file dsdata.txt to determine how the superseded data were derived.
 MJ1337
 MJ1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5250938898(NAD 83)
 MJ1337_MARKER: P = PIPE CAP
 MJ1337_SETTING: 0 = UNSPECIFIED SETTING
 MJ1337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ1337
 MJ1337  HISTORY     - Date     Condition        Report By
 MJ1337  HISTORY     - 1934     MONUMENTED       MORC
 MJ1337  HISTORY     - 1948     GOOD             CGS
 MJ1337  HISTORY     - 1950     GOOD             CGS
 MJ1337
 MJ1337                          STATION DESCRIPTION
 MJ1337
 MJ1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MJ1337'STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF LITTLE SIOUX,
 MJ1337'4.0 MILES WEST OF PISGAH AND NEAR THE MONONA-HARRISON COUNTY
 MJ1337'LINE.  IT IS ON A PROMINENT CONE SHAPED KNOB ALONG THE EAST SIDE
 MJ1337'OF THE MISSOURI RIVER AND ABOUT 50 FEET EAST OF AN OLD ROAD.
 MJ1337'THE MARK IS A 2 INCH PIPE SET IN CONCRETE, WITH A CAP HAVING
 MJ1337'U.S. AND A TRIANGLE MARKING THE CENTER CAST ON ITS FACE.  IT
 MJ1337'PROJECTS 6 INCHES AND THE DISK IS STAMPED 375.
 MJ1337'
 MJ1337'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION SEA
 MJ1337'1934 TO 375.  IT IS 2.620 METERS (8.59 FEET) NORTH OF THE STATION.
 MJ1337'
 MJ1337'TO REACH FROM THE MAIN CORNER SOUTH OF THE POST OFFICE IN LITTLE
 MJ1337'SIOUX, GO EAST 0.2 MILE, TURN LEFT FOR 1.75 MILES TO A T ROAD,
 MJ1337'TURN LEFT FOR 0.25 MILE TO A FORKS, TAKE RIGHT FORK FOR 1.7
 MJ1337'MILES TO A T ROAD LEFT, TURN LEFT FOR 0.35 MILE TO THE AZIMUTH
 MJ1337'MARK ON THE LEFT, CONTINUE ON FOR 0.4 MILE TO WHERE MAIN ROAD
 MJ1337'TURNS RIGHT, KEEP STRAIGHT AHEAD ON FIELD ROAD FOR 0.2 MILE TO
 MJ1337'THE TOP OF RIDGE, HERE PACK NORTHEASTERLY ALONG THE TOP OF RIDGE
 MJ1337'FOR ABOUT 0.35 MILE TO THE STATION ON THE HIGHEST POINT.
 MJ1337'NOTE--THIS MARK IS CALLED A MISSOURI RIVER COMMISSION STATION
 MJ1337'BUT IS ALSO THE SAME TYPE AS THE USED.
 MJ1337
 MJ1337                          STATION RECOVERY (1950)
 MJ1337
 MJ1337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1337'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 MJ1337'CONDITION.  THIS MARK WAS USED AS R.M. 2.  THE TRAVERSE DISTANCE
 MJ1337'FROM SEA 1934 TO (MORC) 375 WAS CHECKED AND FOUND TO BE CORRECT.
 MJ1337'
 MJ1337'THE 1948 DESCRIPTION BY M.E.W. IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0072 ***********************************************************************
 MK0072  DESIGNATION -  375 BOLT
 MK0072  PID         -  MK0072
 MK0072  STATE/COUNTY-  IA/MONONA
 MK0072  USGS QUAD   -  BLENCOE (1970)
 MK0072
 MK0072                         *CURRENT SURVEY CONTROL
 MK0072  ___________________________________________________________________
 MK0072* NAD 83(1986)-  41 58 18.     (N)    096 05 13.     (W)     SCALED    
 MK0072* NAVD 88     -       317.764  (meters)    1042.53   (feet)  ADJUSTED  
 MK0072  ___________________________________________________________________
 MK0072  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 MK0072  DYNAMIC HT  -         317.647 (meters)    1042.15  (feet)  COMP
 MK0072  MODELED GRAV-     980,245.0   (mgal)                       NAVD 88
 MK0072
 MK0072  VERT ORDER  -  FIRST     CLASS II
 MK0072
 MK0072.The horizontal coordinates were scaled from a topographic map and have
 MK0072.an estimated accuracy of +/- 6 seconds.
 MK0072
 MK0072.The orthometric height was determined by differential leveling
 MK0072.and adjusted by the National Geodetic Survey in June 1991..
 MK0072
 MK0072.The geoid height was determined by GEOID03.
 MK0072
 MK0072.The dynamic height is computed by dividing the NAVD 88
 MK0072.geopotential number by the normal gravity value computed on the
 MK0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0072.degrees latitude (g = 980.6199 gals.).
 MK0072
 MK0072.The modeled gravity was interpolated from observed gravity values.
 MK0072
 MK0072;                    North         East    Units  Estimated Accuracy
 MK0072;SPC IA N     - 1,055,670.    1,285,600.      MT  (+/- 180 meters Scaled)
 MK0072
 MK0072                          SUPERSEDED SURVEY CONTROL
 MK0072
 MK0072  NGVD 29 (??/??/92)  317.623  (m)         1042.07   (f) ADJ UNCH    1 2
 MK0072
 MK0072.Superseded values are not recommended for survey control.
 MK0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0072.See file dsdata.txt to determine how the superseded data were derived.
 MK0072
 MK0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM413507(NAD 83)
 MK0072_MARKER: B = BOLT
 MK0072_SETTING: 66 = SET IN ROCK OUTCROP
 MK0072_SP_SET: STONE
 MK0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK0072+STABILITY: POSITION/ELEVATION WELL
 MK0072
 MK0072  HISTORY     - Date     Condition        Report By
 MK0072  HISTORY     - UNK      MONUMENTED       MORC
 MK0072  HISTORY     - 1948     GOOD             NGS
 MK0072  HISTORY     - 19890905 MARK NOT FOUND   NGS
 MK0072
 MK0072                          STATION DESCRIPTION
 MK0072
 MK0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0072'3.8 MI S FROM ONAWA.
 MK0072'3.85 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0072'FROM THE STATION AT ONAWA, APPROXIMATELY 260 FEET EAST OF A
 MK0072'FARMHOUSE AND IN LINE WITH THE SOUTH SIDE OF THE HOUSE, 44.0 FEET
 MK0072'EAST OF THE EAST RAIL OF THE TRACK, 157.5 FEET SOUTH OF AN
 MK0072'EAST-WEST FENCE LINE, 18.1 FEET NORTHEAST OF THE THIRD POLE
 MK0072'NORTH OF MILEPOST 35, 3.2 FEET SOUTH OF A REFERENCE POST, 3.1
 MK0072'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, THE TOP OF A COPPER
 MK0072'BOLT LEADED IN A STONE 18 INCHES SQUARE AND SET ABOUT 4 FEET
 MK0072'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 MK0072'BEARING AN IRON CAP AND PROJECTING 1.0 FOOT ABOVE THE GROUND.
 MK0072
 MK0072                          STATION RECOVERY (1989)
 MK0072
 MK0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0073 ***********************************************************************
 MK0073  DESIGNATION -  375 CAP
 MK0073  PID         -  MK0073
 MK0073  STATE/COUNTY-  IA/MONONA
 MK0073  USGS QUAD   -  BLENCOE (1970)
 MK0073
 MK0073                         *CURRENT SURVEY CONTROL
 MK0073  ___________________________________________________________________
 MK0073* NAD 83(1986)-  41 58 18.     (N)    096 05 13.     (W)     SCALED    
 MK0073* NAVD 88     -       318.993  (meters)    1046.56   (feet)  ADJUSTED  
 MK0073  ___________________________________________________________________
 MK0073  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 MK0073  DYNAMIC HT  -         318.876 (meters)    1046.18  (feet)  COMP
 MK0073  MODELED GRAV-     980,245.0   (mgal)                       NAVD 88
 MK0073
 MK0073  VERT ORDER  -  FIRST     CLASS II
 MK0073
 MK0073.The horizontal coordinates were scaled from a topographic map and have
 MK0073.an estimated accuracy of +/- 6 seconds.
 MK0073
 MK0073.The orthometric height was determined by differential leveling
 MK0073.and adjusted by the National Geodetic Survey in June 1991..
 MK0073
 MK0073.The geoid height was determined by GEOID03.
 MK0073
 MK0073.The dynamic height is computed by dividing the NAVD 88
 MK0073.geopotential number by the normal gravity value computed on the
 MK0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0073.degrees latitude (g = 980.6199 gals.).
 MK0073
 MK0073.The modeled gravity was interpolated from observed gravity values.
 MK0073
 MK0073;                    North         East    Units  Estimated Accuracy
 MK0073;SPC IA N     - 1,055,670.    1,285,600.      MT  (+/- 180 meters Scaled)
 MK0073
 MK0073                          SUPERSEDED SURVEY CONTROL
 MK0073
 MK0073  NGVD 29 (??/??/92)  318.851  (m)         1046.10   (f) ADJ UNCH    1 2
 MK0073
 MK0073.Superseded values are not recommended for survey control.
 MK0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0073.See file dsdata.txt to determine how the superseded data were derived.
 MK0073
 MK0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM413507(NAD 83)
 MK0073_MARKER: P = PIPE CAP
 MK0073_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0073_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MK0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0073
 MK0073  HISTORY     - Date     Condition        Report By
 MK0073  HISTORY     - UNK      MONUMENTED       CGS
 MK0073  HISTORY     - 1948     GOOD             NGS
 MK0073  HISTORY     - 19890905 MARK NOT FOUND   NGS
 MK0073
 MK0073                          STATION DESCRIPTION
 MK0073
 MK0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0073'3.8 MI S FROM ONAWA.
 MK0073'3.85 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0073'FROM THE STATION AT ONAWA, APPROXIMATELY 260 FEET EAST OF A
 MK0073'FARMHOUSE AND IN LINE WITH THE SOUTH SIDE OF THE HOUSE, 157.5
 MK0073'FEET SOUTH OF AN EAST-WEST FENCE LINE, 44.0 FEET EAST OF THE
 MK0073'EAST RAIL OF THE TRACK, 18.1 FEET NORTHEAST OF THE THIRD POLE
 MK0073'NORTH OF MILEPOST 35, 3.2 FEET SOUTH OF A REFERENCE POST,
 MK0073'3.1 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, A RAISED POINT
 MK0073'ON TOP OF AN IRON CAP WHICH IS BOLTED TO THE TOP OF A 4-INCH
 MK0073'IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
 MK0073
 MK0073                          STATION RECOVERY (1989)
 MK0073
 MK0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0076 ***********************************************************************
 MK0076  DESIGNATION -  376 BOLT
 MK0076  PID         -  MK0076
 MK0076  STATE/COUNTY-  IA/MONONA
 MK0076  USGS QUAD   -  BLENCOE (1970)
 MK0076
 MK0076                         *CURRENT SURVEY CONTROL
 MK0076  ___________________________________________________________________
 MK0076* NAD 83(1986)-  41 59 42.     (N)    096 05 25.     (W)     SCALED    
 MK0076* NAVD 88     -       318.428  (meters)    1044.71   (feet)  ADJUSTED  
 MK0076  ___________________________________________________________________
 MK0076  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 MK0076  DYNAMIC HT  -         318.311 (meters)    1044.33  (feet)  COMP
 MK0076  MODELED GRAV-     980,247.9   (mgal)                       NAVD 88
 MK0076
 MK0076  VERT ORDER  -  FIRST     CLASS II
 MK0076
 MK0076.The horizontal coordinates were scaled from a topographic map and have
 MK0076.an estimated accuracy of +/- 6 seconds.
 MK0076
 MK0076.The orthometric height was determined by differential leveling
 MK0076.and adjusted by the National Geodetic Survey in June 1991..
 MK0076
 MK0076.The geoid height was determined by GEOID03.
 MK0076
 MK0076.The dynamic height is computed by dividing the NAVD 88
 MK0076.geopotential number by the normal gravity value computed on the
 MK0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0076.degrees latitude (g = 980.6199 gals.).
 MK0076
 MK0076.The modeled gravity was interpolated from observed gravity values.
 MK0076
 MK0076;                    North         East    Units  Estimated Accuracy
 MK0076;SPC IA N     - 1,058,270.    1,285,410.      MT  (+/- 180 meters Scaled)
 MK0076
 MK0076                          SUPERSEDED SURVEY CONTROL
 MK0076
 MK0076  NGVD 29 (??/??/92)  318.280  (m)         1044.22   (f) ADJ UNCH    1 2
 MK0076
 MK0076.Superseded values are not recommended for survey control.
 MK0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0076.See file dsdata.txt to determine how the superseded data were derived.
 MK0076
 MK0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM410533(NAD 83)
 MK0076_MARKER: B = BOLT
 MK0076_SETTING: 66 = SET IN ROCK OUTCROP
 MK0076_SP_SET: STONE
 MK0076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK0076+STABILITY: POSITION/ELEVATION WELL
 MK0076
 MK0076  HISTORY     - Date     Condition        Report By
 MK0076  HISTORY     - UNK      MONUMENTED       MORC
 MK0076  HISTORY     - 1948     GOOD             NGS
 MK0076  HISTORY     - 19890905 MARK NOT FOUND   NGS
 MK0076
 MK0076                          STATION DESCRIPTION
 MK0076
 MK0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0076'2.2 MI S FROM ONAWA.
 MK0076'2.25 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0076'FROM THE STATION AT ONAWA, 44.6 FEET EAST OF THE EAST RAIL OF THE
 MK0076'TRACK, 15.5 FEET NORTHEAST OF THE 7TH POLE (MOST WESTERLY ROW
 MK0076'OF POLES ALONG THE EAST SIDE OF THE TRACK) SOUTH OF A ROAD
 MK0076'CROSSING, 8.4 FEET SOUTHEAST OF BENCH MARK 116 (I.G.S.), 3.3
 MK0076'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 3.0 FEET SOUTH OF A
 MK0076'REFERENCE POST, THE TOP OF A COPPER BOLT LEADED IN A STONE
 MK0076'18 INCHES SQUARE AND SET ABOUT 4 FEET UNDERGROUND, ACCESS TO
 MK0076'WHICH IS HAD THROUGH AN IRON PIPE BEARING AN IRON CAP AND
 MK0076'PROJECTING 1.2 FEET ABOVE THE GROUND.
 MK0076
 MK0076                          STATION RECOVERY (1989)
 MK0076
 MK0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0077 ***********************************************************************
 MK0077  DESIGNATION -  376 CAP
 MK0077  PID         -  MK0077
 MK0077  STATE/COUNTY-  IA/MONONA
 MK0077  USGS QUAD   -  BLENCOE (1970)
 MK0077
 MK0077                         *CURRENT SURVEY CONTROL
 MK0077  ___________________________________________________________________
 MK0077* NAD 83(1986)-  41 59 43.     (N)    096 05 24.     (W)     SCALED    
 MK0077* NAVD 88     -       319.660  (meters)    1048.75   (feet)  ADJUSTED  
 MK0077  ___________________________________________________________________
 MK0077  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 MK0077  DYNAMIC HT  -         319.543 (meters)    1048.37  (feet)  COMP
 MK0077  MODELED GRAV-     980,247.9   (mgal)                       NAVD 88
 MK0077
 MK0077  VERT ORDER  -  FIRST     CLASS II
 MK0077
 MK0077.The horizontal coordinates were scaled from a topographic map and have
 MK0077.an estimated accuracy of +/- 6 seconds.
 MK0077
 MK0077.The orthometric height was determined by differential leveling
 MK0077.and adjusted by the National Geodetic Survey in June 1991..
 MK0077
 MK0077.The geoid height was determined by GEOID03.
 MK0077
 MK0077.The dynamic height is computed by dividing the NAVD 88
 MK0077.geopotential number by the normal gravity value computed on the
 MK0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0077.degrees latitude (g = 980.6199 gals.).
 MK0077
 MK0077.The modeled gravity was interpolated from observed gravity values.
 MK0077
 MK0077;                    North         East    Units  Estimated Accuracy
 MK0077;SPC IA N     - 1,058,300.    1,285,430.      MT  (+/- 180 meters Scaled)
 MK0077
 MK0077                          SUPERSEDED SURVEY CONTROL
 MK0077
 MK0077  NGVD 29 (??/??/92)  319.510  (m)         1048.26   (f) ADJ UNCH    1 2
 MK0077
 MK0077.Superseded values are not recommended for survey control.
 MK0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0077.See file dsdata.txt to determine how the superseded data were derived.
 MK0077
 MK0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM410533(NAD 83)
 MK0077_MARKER: P = PIPE CAP
 MK0077_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0077_SP_SET: METAL PIPE IMBEDDED IN GROUND
 MK0077_MARK LOGO: MORC  
 MK0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0077+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1989
 MK0077
 MK0077  HISTORY     - Date     Condition        Report By
 MK0077  HISTORY     - UNK      MONUMENTED       CGS
 MK0077  HISTORY     - 1948     GOOD             NGS
 MK0077  HISTORY     - 19890905 GOOD             NGS
 MK0077
 MK0077                          STATION DESCRIPTION
 MK0077
 MK0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0077'2.2 MI S FROM ONAWA.
 MK0077'2.25 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0077'FROM THE STATION AT ONAWA, 44.6 FEET EAST OF THE EAST RAIL OF THE
 MK0077'TRACK, 15.5 FEET NORTHEAST OF THE 7TH POLE (MOST WESTERLY
 MK0077'ROW OF POLES ALONG THE EAST SIDE OF THE TRACK) SOUTH OF A
 MK0077'ROAD CROSSING, 8.4 FEET SOUTHEAST OF BENCH MARK 116 (I.G.S.),
 MK0077'3.3 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 3.0 FEET SOUTH
 MK0077'OF A REFERENCE POST, A RAISED POINT ON TOP OF AN IRON CAP
 MK0077'WHICH IS BOLTED TO A 4-INCH IRON PIPE PROJECTING 1.2 FEET
 MK0077'ABOVE THE GROUND.
 MK0077
 MK0077                          STATION RECOVERY (1989)
 MK0077
 MK0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0077'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 MK0077'CHANGE--2.25 MILES, TO 3.5 KM (2.15 MI), AND STATION, TO IOWA AVENUE.
 MK0077'DELETE--(MOST WESTERLY ROW OF POLES ALONG THE EAST SIDE OF THE TRACK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0072 ***********************************************************************
 NM0072  DESIGNATION -  378 BOLT
 NM0072  PID         -  NM0072
 NM0072  STATE/COUNTY-  IA/MONONA
 NM0072  USGS QUAD   -  ONAWA (1969)
 NM0072
 NM0072                         *CURRENT SURVEY CONTROL
 NM0072  ___________________________________________________________________
 NM0072* NAD 83(1986)-  42 01 24.     (N)    096 05 57.     (W)     SCALED    
 NM0072* NAVD 88     -       319.435  (meters)    1048.01   (feet)  ADJUSTED  
 NM0072  ___________________________________________________________________
 NM0072  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 NM0072  DYNAMIC HT  -         319.320 (meters)    1047.64  (feet)  COMP
 NM0072  MODELED GRAV-     980,250.4   (mgal)                       NAVD 88
 NM0072
 NM0072  VERT ORDER  -  FIRST     CLASS II
 NM0072
 NM0072.The horizontal coordinates were scaled from a topographic map and have
 NM0072.an estimated accuracy of +/- 6 seconds.
 NM0072
 NM0072.The orthometric height was determined by differential leveling
 NM0072.and adjusted by the National Geodetic Survey in June 1991..
 NM0072
 NM0072.The geoid height was determined by GEOID03.
 NM0072
 NM0072.The dynamic height is computed by dividing the NAVD 88
 NM0072.geopotential number by the normal gravity value computed on the
 NM0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0072.degrees latitude (g = 980.6199 gals.).
 NM0072
 NM0072.The modeled gravity was interpolated from observed gravity values.
 NM0072
 NM0072;                    North         East    Units  Estimated Accuracy
 NM0072;SPC IA N     - 1,061,440.    1,284,770.      MT  (+/- 180 meters Scaled)
 NM0072
 NM0072                          SUPERSEDED SURVEY CONTROL
 NM0072
 NM0072  NGVD 29 (??/??/92)  319.285  (m)         1047.52   (f) ADJ UNCH    1 2
 NM0072
 NM0072.Superseded values are not recommended for survey control.
 NM0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0072.See file dsdata.txt to determine how the superseded data were derived.
 NM0072
 NM0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM401564(NAD 83)
 NM0072_MARKER: B = BOLT
 NM0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0072_SP_SET: STONE
 NM0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0072
 NM0072  HISTORY     - Date     Condition        Report By
 NM0072  HISTORY     - UNK      MONUMENTED       MORC
 NM0072  HISTORY     - 1948     GOOD             NGS
 NM0072  HISTORY     - 19890817 MARK NOT FOUND   NGS
 NM0072
 NM0072                          STATION DESCRIPTION
 NM0072
 NM0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0072'AT ONAWA.
 NM0072'AT ONAWA, AT THE INTERSECTION OF GRANITE AND THIRD STREETS, 67.5
 NM0072'FEET NORTHWEST OF THE NORTHWEST CORNER (MOST NORTHERLY ONE
 NM0072'OF TWO NORTHWEST CORNERS) OF THE FIRST LUTHERAN CHURCH, 2.0 FEET
 NM0072'EAST OF A ROW OF TRANSMISSION LINE POLES ALONG THE EAST SIDE OF
 NM0072'AN ALLEY AND 65.4 FEET NORTH OF THE FIRST POLE NORTH OF GRANITE
 NM0072'STREET, THE TOP OF A COPPER BOLT LEADED IN A STONE 18 INCHES
 NM0072'SQUARE AND SET ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 NM0072'THROUGH AN IRON PIPE BEARING AN IRON CAP AND PROJECTING 0.3 FOOT
 NM0072'ABOVE THE GROUND.
 NM0072
 NM0072                          STATION RECOVERY (1989)
 NM0072
 NM0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0071 ***********************************************************************
 NM0071  DESIGNATION -  378 CAP
 NM0071  PID         -  NM0071
 NM0071  STATE/COUNTY-  IA/MONONA
 NM0071  USGS QUAD   -  ONAWA (1969)
 NM0071
 NM0071                         *CURRENT SURVEY CONTROL
 NM0071  ___________________________________________________________________
 NM0071* NAD 83(1986)-  42 01 24.     (N)    096 05 57.     (W)     SCALED    
 NM0071* NAVD 88     -       320.673  (meters)    1052.07   (feet)  ADJUSTED  
 NM0071  ___________________________________________________________________
 NM0071  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 NM0071  DYNAMIC HT  -         320.557 (meters)    1051.69  (feet)  COMP
 NM0071  MODELED GRAV-     980,250.4   (mgal)                       NAVD 88
 NM0071
 NM0071  VERT ORDER  -  FIRST     CLASS II
 NM0071
 NM0071.The horizontal coordinates were scaled from a topographic map and have
 NM0071.an estimated accuracy of +/- 6 seconds.
 NM0071
 NM0071.The orthometric height was determined by differential leveling
 NM0071.and adjusted by the National Geodetic Survey in June 1991..
 NM0071
 NM0071.The geoid height was determined by GEOID03.
 NM0071
 NM0071.The dynamic height is computed by dividing the NAVD 88
 NM0071.geopotential number by the normal gravity value computed on the
 NM0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0071.degrees latitude (g = 980.6199 gals.).
 NM0071
 NM0071.The modeled gravity was interpolated from observed gravity values.
 NM0071
 NM0071;                    North         East    Units  Estimated Accuracy
 NM0071;SPC IA N     - 1,061,440.    1,284,770.      MT  (+/- 180 meters Scaled)
 NM0071
 NM0071                          SUPERSEDED SURVEY CONTROL
 NM0071
 NM0071  NGVD 29 (??/??/92)  320.524  (m)         1051.59   (f) ADJ UNCH    1 2
 NM0071
 NM0071.Superseded values are not recommended for survey control.
 NM0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0071.See file dsdata.txt to determine how the superseded data were derived.
 NM0071
 NM0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM401564(NAD 83)
 NM0071_MARKER: P = PIPE CAP
 NM0071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0071_SP_SET: METAL PIPE IMBEDDED IN GROUND
 NM0071_MARK LOGO: MORC  
 NM0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0071+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1989
 NM0071
 NM0071  HISTORY     - Date     Condition        Report By
 NM0071  HISTORY     - UNK      MONUMENTED       MORC
 NM0071  HISTORY     - 1948     GOOD             NGS
 NM0071  HISTORY     - 19890905 GOOD             NGS
 NM0071
 NM0071                          STATION DESCRIPTION
 NM0071
 NM0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0071'AT ONAWA.
 NM0071'AT ONAWA, AT THE INTERSECTION OF GRANITE AND THIRD STREETS,
 NM0071'67.5 FEET NORTHWEST OF THE NORTHWEST CORNER (MOST NORTHERLY ONE
 NM0071'OF TWO NORTHWEST CORNERS) OF THE FIRST LUTHERAN CHURCH, 2.0 FEET
 NM0071'EAST OF A ROW OF TRANSMISSION LINE POLES ALONG THE EAST SIDE
 NM0071'OF AN ALLEY AND 65.4 FEET NORTH OF THE FIRST POLE NORTH OF GRANITE
 NM0071'STREET, A RAISED POINT ON TOP OF AN IRON CAP WHICH IS BOLTED
 NM0071'TO A 4-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0071
 NM0071                          STATION RECOVERY (1989)
 NM0071
 NM0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0071'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 NM0071'CHANGE--THIRD, TO ELEVENTH, AND FIRST LUTHERAN CHURCH, TO CHURCH OF
 NM0071'JESUS CHRIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0085 ***********************************************************************
 NM0085  DESIGNATION -  379 BOLT
 NM0085  PID         -  NM0085
 NM0085  STATE/COUNTY-  IA/MONONA
 NM0085  USGS QUAD   -  ONAWA (1969)
 NM0085
 NM0085                         *CURRENT SURVEY CONTROL
 NM0085  ___________________________________________________________________
 NM0085* NAD 83(1986)-  42 03 34.     (N)    096 06 02.     (W)     SCALED    
 NM0085* NAVD 88     -       319.617  (meters)    1048.61   (feet)  POSTED    
 NM0085  ___________________________________________________________________
 NM0085  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 NM0085  DYNAMIC HT  -         319.500 (meters)    1048.23  (feet)  COMP
 NM0085  MODELED GRAV-     980,253.9   (mgal)                       NAVD 88
 NM0085
 NM0085  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 NM0085
 NM0085.The horizontal coordinates were scaled from a topographic map and have
 NM0085.an estimated accuracy of +/- 6 seconds.
 NM0085
 NM0085.The orthometric height was determined by differential leveling
 NM0085.and adjusted by the National Geodetic Survey in 1992..
 NM0085.No vertical observational check was made to the station.
 NM0085.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 NM0085.was located on a no-check spur therefore a value was not computed.
 NM0085
 NM0085.The geoid height was determined by GEOID03.
 NM0085
 NM0085.The dynamic height is computed by dividing the NAVD 88
 NM0085.geopotential number by the normal gravity value computed on the
 NM0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0085.degrees latitude (g = 980.6199 gals.).
 NM0085
 NM0085.The modeled gravity was interpolated from observed gravity values.
 NM0085
 NM0085;                    North         East    Units  Estimated Accuracy
 NM0085;SPC IA N     - 1,065,450.    1,284,780.      MT  (+/- 180 meters Scaled)
 NM0085
 NM0085                          SUPERSEDED SURVEY CONTROL
 NM0085
 NM0085  NGVD 29 (??/??/92)  319.462  (m)         1048.10   (f) ADJ UNCH    1 2
 NM0085
 NM0085.Superseded values are not recommended for survey control.
 NM0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0085.See file dsdata.txt to determine how the superseded data were derived.
 NM0085
 NM0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM399604(NAD 83)
 NM0085_MARKER: B = BOLT
 NM0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0085_SP_SET: STONE
 NM0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0085
 NM0085  HISTORY     - Date     Condition        Report By
 NM0085  HISTORY     - UNK      MONUMENTED       MORC
 NM0085  HISTORY     - 1948     GOOD             NGS
 NM0085  HISTORY     - 19890831 MARK NOT FOUND   NGS
 NM0085
 NM0085                          STATION DESCRIPTION
 NM0085
 NM0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0085'2.2 MI NW FROM ONAWA.
 NM0085'2.2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0085'FROM THE STATION AT ONAWA, 0.1 MILE SOUTHEAST OF A ROAD CROSSING,
 NM0085'375.0 FEET NORTHWEST OF SEMAPHORE 87, 44.3 FEET NORTHEAST OF THE
 NM0085'NORTHEAST RAIL, 35.7 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 NM0085'HIGHWAY 75, 5.5 FEET WEST OF A TELEPHONE POLE, 2.5 FEET SOUTHWEST
 NM0085'OF A CORPS OF ENGINEERS WITNESS POST WHICH IS 4.0 FEET HIGH,
 NM0085'A COPPER BOLT SET IN THE TOP OF AN 18-INCH SQUARE STONE WHICH
 NM0085'IS 4.0 FEET UNDERGROUND AND ACCESS TO WHICH IS HAD THROUGH AN
 NM0085'IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
 NM0085
 NM0085                          STATION RECOVERY (1989)
 NM0085
 NM0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0084 ***********************************************************************
 NM0084  DESIGNATION -  379 CAP
 NM0084  PID         -  NM0084
 NM0084  STATE/COUNTY-  IA/MONONA
 NM0084  USGS QUAD   -  ONAWA (1969)
 NM0084
 NM0084                         *CURRENT SURVEY CONTROL
 NM0084  ___________________________________________________________________
 NM0084* NAD 83(1986)-  42 03 34.     (N)    096 06 02.     (W)     SCALED    
 NM0084* NAVD 88     -       320.840  (meters)    1052.62   (feet)  POSTED    
 NM0084  ___________________________________________________________________
 NM0084  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 NM0084  DYNAMIC HT  -         320.720 (meters)    1052.23  (feet)  COMP
 NM0084  MODELED GRAV-     980,253.9   (mgal)                       NAVD 88
 NM0084
 NM0084  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 NM0084
 NM0084.The horizontal coordinates were scaled from a topographic map and have
 NM0084.an estimated accuracy of +/- 6 seconds.
 NM0084
 NM0084.The orthometric height was determined by differential leveling
 NM0084.and adjusted by the National Geodetic Survey in 1992..
 NM0084.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 NM0084.rate greater than 8.0 mm/km.
 NM0084
 NM0084.The geoid height was determined by GEOID03.
 NM0084
 NM0084.The dynamic height is computed by dividing the NAVD 88
 NM0084.geopotential number by the normal gravity value computed on the
 NM0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0084.degrees latitude (g = 980.6199 gals.).
 NM0084
 NM0084.The modeled gravity was interpolated from observed gravity values.
 NM0084
 NM0084;                    North         East    Units  Estimated Accuracy
 NM0084;SPC IA N     - 1,065,450.    1,284,780.      MT  (+/- 180 meters Scaled)
 NM0084
 NM0084                          SUPERSEDED SURVEY CONTROL
 NM0084
 NM0084  NGVD 29 (??/??/92)  320.685  (m)         1052.11   (f) ADJ UNCH    1 2
 NM0084
 NM0084.Superseded values are not recommended for survey control.
 NM0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0084.See file dsdata.txt to determine how the superseded data were derived.
 NM0084
 NM0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM399604(NAD 83)
 NM0084_MARKER: P = PIPE CAP
 NM0084_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0084_SP_SET: METAL PIPE IMBEDDED IN GROUND
 NM0084_MARK LOGO: MORC  
 NM0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0084+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1989
 NM0084
 NM0084  HISTORY     - Date     Condition        Report By
 NM0084  HISTORY     - UNK      MONUMENTED       MORC
 NM0084  HISTORY     - 1948     GOOD             NGS
 NM0084  HISTORY     - 19890831 POOR             NGS
 NM0084
 NM0084                          STATION DESCRIPTION
 NM0084
 NM0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0084'2.2 MI NW FROM ONAWA.
 NM0084'2.2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0084'FROM THE STATION AT ONAWA, 0.1 MILE SOUTHEAST OF A ROAD CROSSING,
 NM0084'44.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 375.0 FEET NORTHWEST
 NM0084'OF SEMAPHORE 87, 35.7 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 NM0084'HIGHWAY 75, 5.5 FEET WEST OF A TELEHONE POLE, 2.5 FEET SOUTHWEST
 NM0084'OF A U.S. CORPS OF ENGINEERS WITNESS POST WHICH IS 4.0 FEET
 NM0084'HIGH, A MISSOURI RIVER COMMISSION STANDARD CAP ON THE TOP OF AN
 NM0084'IRON PIPE WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
 NM0084
 NM0084                          STATION RECOVERY (1989)
 NM0084
 NM0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0084'RECOVERED IN POOR CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.7 KM
 NM0084'(2.30 MI) NORTHWESTERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NM0084'FROM ITS JUNCTION WITH IOWA AVENUE IN ONAWA, 0.2 KM (0.10 MI)
 NM0084'SOUTHEAST OF THE INTERSECTION OF A GRAVELED ROAD, 114.3 M (375.0 FT)
 NM0084'NORTHWEST OF SEMAPHORE NUMBER 87, 13.5 M (44.3 FT) NORTHEAST OF THE
 NM0084'NEAR RAIL, 10.9 M (35.8 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD
 NM0084'K 45, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND IS A CAP ON TOP
 NM0084'OF A 6-INCH IRON PIPE THAT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND
 NM0084'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0371 ***********************************************************************
 MG0371  DESIGNATION -  38
 MG0371  PID         -  MG0371
 MG0371  STATE/COUNTY-  IA/SCOTT
 MG0371  USGS QUAD   -  DAVENPORT EAST (1993)
 MG0371
 MG0371                         *CURRENT SURVEY CONTROL
 MG0371  ___________________________________________________________________
 MG0371* NAD 83(1986)-  41 31 35.     (N)    090 36 22.     (W)     SCALED    
 MG0371* NAVD 88     -       172.753  (meters)     566.77   (feet)  ADJUSTED  
 MG0371  ___________________________________________________________________
 MG0371  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0371  DYNAMIC HT  -         172.685 (meters)     566.55  (feet)  COMP
 MG0371  MODELED GRAV-     980,229.8   (mgal)                       NAVD 88
 MG0371
 MG0371  VERT ORDER  -  SECOND    CLASS 0
 MG0371
 MG0371.The horizontal coordinates were scaled from a topographic map and have
 MG0371.an estimated accuracy of +/- 6 seconds.
 MG0371
 MG0371.The orthometric height was determined by differential leveling
 MG0371.and adjusted by the National Geodetic Survey in June 1991..
 MG0371
 MG0371.The geoid height was determined by GEOID03.
 MG0371
 MG0371.The dynamic height is computed by dividing the NAVD 88
 MG0371.geopotential number by the normal gravity value computed on the
 MG0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0371.degrees latitude (g = 980.6199 gals.).
 MG0371
 MG0371.The modeled gravity was interpolated from observed gravity values.
 MG0371
 MG0371;                    North         East    Units  Estimated Accuracy
 MG0371;SPC IA S     -   173,520.      741,480.      MT  (+/- 180 meters Scaled)
 MG0371
 MG0371                          SUPERSEDED SURVEY CONTROL
 MG0371
 MG0371  NGVD 29 (??/??/92)  172.821  (m)          567.00   (f) ADJ UNCH    2 0
 MG0371
 MG0371.Superseded values are not recommended for survey control.
 MG0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0371.See file dsdata.txt to determine how the superseded data were derived.
 MG0371
 MG0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF997999(NAD 83)
 MG0371_MARKER: DD = SURVEY DISK
 MG0371_SETTING: 66 = SET IN ROCK OUTCROP
 MG0371_SP_SET: STONE CUT
 MG0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MG0371+STABILITY: POSITION/ELEVATION WELL
 MG0371
 MG0371  HISTORY     - Date     Condition        Report By
 MG0371  HISTORY     - UNK      MONUMENTED       USE
 MG0371  HISTORY     - 1935     GOOD             NGS
 MG0371  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 MG0371  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0371
 MG0371                          STATION DESCRIPTION
 MG0371
 MG0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MG0371'AT DAVENPORT.
 MG0371'AT DAVENPORT, SCOTT COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0371'RAILROAD, ABOUT 200 YARDS SOUTH OF THE TRACK, OPPOSITE SIGNAL TOWER
 MG0371'1914, AT THE WEST SIDE OF A BRICK FARMHOUSE, IN THE UPPER
 MG0371'FOUNDATION STONE, 8 FEET FROM THE SOUTHWEST CORNER OF THE BUILDING,
 MG0371'AND 3 FEET ABOVE THE GROUND.  THE CENTER OF A BRASS BOLT LEADED
 MG0371'HORIZONTALLY AND SURROUNDED BY THE LETTERS USPBM CUT IN THE STONE.
 MG0371
 MG0371                          STATION RECOVERY (1996)
 MG0371
 MG0371'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0371'MARK NOT FOUND.
 MG0371
 MG0371                          STATION RECOVERY (2000)
 MG0371
 MG0371'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0371'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0090 ***********************************************************************
 NM0090  DESIGNATION -  380 BOLT
 NM0090  PID         -  NM0090
 NM0090  STATE/COUNTY-  IA/MONONA
 NM0090  USGS QUAD   -  ONAWA (1969)
 NM0090
 NM0090                         *CURRENT SURVEY CONTROL
 NM0090  ___________________________________________________________________
 NM0090* NAD 83(1986)-  42 05 35.     (N)    096 07 30.     (W)     SCALED    
 NM0090* NAVD 88     -       320.503  (meters)    1051.52   (feet)  ADJUSTED  
 NM0090  ___________________________________________________________________
 NM0090  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 NM0090  DYNAMIC HT  -         320.390 (meters)    1051.15  (feet)  COMP
 NM0090  MODELED GRAV-     980,259.5   (mgal)                       NAVD 88
 NM0090
 NM0090  VERT ORDER  -  FIRST     CLASS II
 NM0090
 NM0090.The horizontal coordinates were scaled from a topographic map and have
 NM0090.an estimated accuracy of +/- 6 seconds.
 NM0090
 NM0090.The orthometric height was determined by differential leveling
 NM0090.and adjusted by the National Geodetic Survey in June 1991..
 NM0090
 NM0090.The geoid height was determined by GEOID03.
 NM0090
 NM0090.The dynamic height is computed by dividing the NAVD 88
 NM0090.geopotential number by the normal gravity value computed on the
 NM0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0090.degrees latitude (g = 980.6199 gals.).
 NM0090
 NM0090.The modeled gravity was interpolated from observed gravity values.
 NM0090
 NM0090;                    North         East    Units  Estimated Accuracy
 NM0090;SPC IA N     - 1,069,250.    1,282,870.      MT  (+/- 180 meters Scaled)
 NM0090
 NM0090                          SUPERSEDED SURVEY CONTROL
 NM0090
 NM0090  NGVD 29 (??/??/92)  320.367  (m)         1051.07   (f) ADJ UNCH    1 2
 NM0090
 NM0090.Superseded values are not recommended for survey control.
 NM0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0090.See file dsdata.txt to determine how the superseded data were derived.
 NM0090
 NM0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM377641(NAD 83)
 NM0090_MARKER: B = BOLT
 NM0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0090_SP_SET: STONE
 NM0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0090
 NM0090  HISTORY     - Date     Condition        Report By
 NM0090  HISTORY     - UNK      MONUMENTED       MORC
 NM0090  HISTORY     - 1948     GOOD             NGS
 NM0090  HISTORY     - 19890831 MARK NOT FOUND   NGS
 NM0090
 NM0090                          STATION DESCRIPTION
 NM0090
 NM0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0090'2.8 MI SE FROM WHITING.
 NM0090'2.75 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0090'FROM THE STATION AT WHITING, AT A ROAD CROSSING, 7 1/2 POLES
 NM0090'SOUTHEAST OF MILEPOST 40, 59.0 FEET EAST OF THE CENTER OF THE
 NM0090'ROAD CROSSING, 44.1 FEET NORTHEAST OF THE NORTHEAST RAIL, 36.8
 NM0090'FEET SOUTHWEST OF THE CENTER LINE OF THE CENTER LINE OF U.S.
 NM0090'HIGHWAY NO. 75, 2.6 FEET NORTHWEST OF A WITNESS POST, A COPPER
 NM0090'BOLT SET IN THE TOP OF AN 18-INCH SQUARE STONE WHICH IS 4.0 FEET
 NM0090'UNDERGROUND AND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 NM0090'BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
 NM0090
 NM0090                          STATION RECOVERY (1989)
 NM0090
 NM0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0089 ***********************************************************************
 NM0089  DESIGNATION -  380 CAP
 NM0089  PID         -  NM0089
 NM0089  STATE/COUNTY-  IA/MONONA
 NM0089  USGS QUAD   -  ONAWA (1969)
 NM0089
 NM0089                         *CURRENT SURVEY CONTROL
 NM0089  ___________________________________________________________________
 NM0089* NAD 83(1986)-  42 05 36.     (N)    096 07 30.     (W)     SCALED    
 NM0089* NAVD 88     -       321.741  (meters)    1055.58   (feet)  ADJUSTED  
 NM0089  ___________________________________________________________________
 NM0089  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 NM0089  DYNAMIC HT  -         321.627 (meters)    1055.20  (feet)  COMP
 NM0089  MODELED GRAV-     980,259.5   (mgal)                       NAVD 88
 NM0089
 NM0089  VERT ORDER  -  FIRST     CLASS II
 NM0089
 NM0089.The horizontal coordinates were scaled from a topographic map and have
 NM0089.an estimated accuracy of +/- 6 seconds.
 NM0089
 NM0089.The orthometric height was determined by differential leveling
 NM0089.and adjusted by the National Geodetic Survey in June 1991..
 NM0089
 NM0089.The geoid height was determined by GEOID03.
 NM0089
 NM0089.The dynamic height is computed by dividing the NAVD 88
 NM0089.geopotential number by the normal gravity value computed on the
 NM0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0089.degrees latitude (g = 980.6199 gals.).
 NM0089
 NM0089.The modeled gravity was interpolated from observed gravity values.
 NM0089
 NM0089;                    North         East    Units  Estimated Accuracy
 NM0089;SPC IA N     - 1,069,280.    1,282,870.      MT  (+/- 180 meters Scaled)
 NM0089
 NM0089                          SUPERSEDED SURVEY CONTROL
 NM0089
 NM0089  NGVD 29 (??/??/92)  321.605  (m)         1055.13   (f) ADJ UNCH    1 2
 NM0089
 NM0089.Superseded values are not recommended for survey control.
 NM0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0089.See file dsdata.txt to determine how the superseded data were derived.
 NM0089
 NM0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM377641(NAD 83)
 NM0089_MARKER: P = PIPE CAP
 NM0089_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0089_SP_SET: METAL PIPE IMBEDDED IN GROUND
 NM0089_MARK LOGO: MORC  
 NM0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0089+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1989
 NM0089
 NM0089  HISTORY     - Date     Condition        Report By
 NM0089  HISTORY     - UNK      MONUMENTED       MORC
 NM0089  HISTORY     - 1948     GOOD             NGS
 NM0089  HISTORY     - 19890831 GOOD             NGS
 NM0089
 NM0089                          STATION DESCRIPTION
 NM0089
 NM0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0089'2.8 MI SE FROM WHITING.
 NM0089'2.75 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0089'FROM THE STATION AT WHITING, AT A ROAD CROSSING, 7 1/2 POLES
 NM0089'SOUTHEAST OF MILEPOST 40, 59.0 FEET EAST OF THE CENTER OF THE
 NM0089'ROAD CROSSING, 44.1 FEET NORTHEAST OF THE NORTHEAST RAIL, 36.8
 NM0089'FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 75, 2.6 FEET
 NM0089'NORTHWEST OF A WITNESS POST, A MISSOURI RIVER COMMISSION STANDARD
 NM0089'CAP ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.1 FEET ABOVE
 NM0089'THE GROUND.
 NM0089
 NM0089                          STATION RECOVERY (1989)
 NM0089
 NM0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0089'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 NM0089'CHANGE--2.75 MILES, TO 4.3 KM (2.65 MI), U.S. HIGHWAY 75, TO COUNTY
 NM0089'ROAD K 45, AND 2.6 FEET NORTHWEST, TO 0.2 M (0.7 FT) NORTHEAST.
 NM0089'ADD--0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0191 ***********************************************************************
 MK0191  DESIGNATION -  381
 MK0191  PID         -  MK0191
 MK0191  STATE/COUNTY-  IA/MONONA
 MK0191  USGS QUAD   -  BLENCOE (1970)
 MK0191
 MK0191                         *CURRENT SURVEY CONTROL
 MK0191  ___________________________________________________________________
 MK0191* NAD 83(1986)-  41 55 25.     (N)    096 07 23.     (W)     SCALED    
 MK0191* NAVD 88     -       317.670  (meters)    1042.22   (feet)  ADJUSTED  
 MK0191  ___________________________________________________________________
 MK0191  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 MK0191  DYNAMIC HT  -         317.551 (meters)    1041.83  (feet)  COMP
 MK0191  MODELED GRAV-     980,241.5   (mgal)                       NAVD 88
 MK0191
 MK0191  VERT ORDER  -  SECOND    CLASS 0
 MK0191
 MK0191.The horizontal coordinates were scaled from a topographic map and have
 MK0191.an estimated accuracy of +/- 6 seconds.
 MK0191
 MK0191.The orthometric height was determined by differential leveling
 MK0191.and adjusted by the National Geodetic Survey in June 1991..
 MK0191
 MK0191.The geoid height was determined by GEOID03.
 MK0191
 MK0191.The dynamic height is computed by dividing the NAVD 88
 MK0191.geopotential number by the normal gravity value computed on the
 MK0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0191.degrees latitude (g = 980.6199 gals.).
 MK0191
 MK0191.The modeled gravity was interpolated from observed gravity values.
 MK0191
 MK0191;                    North         East    Units  Estimated Accuracy
 MK0191;SPC IA N     - 1,050,430.    1,282,450.      MT  (+/- 180 meters Scaled)
 MK0191
 MK0191                          SUPERSEDED SURVEY CONTROL
 MK0191
 MK0191  NGVD 29 (??/??/92)  317.529  (m)         1041.76   (f) ADJ UNCH    2 0
 MK0191
 MK0191.Superseded values are not recommended for survey control.
 MK0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0191.See file dsdata.txt to determine how the superseded data were derived.
 MK0191
 MK0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM385452(NAD 83)
 MK0191_MARKER: P = PIPE CAP
 MK0191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0191_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MK0191_STAMPING: 381
 MK0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0191
 MK0191  HISTORY     - Date     Condition        Report By
 MK0191  HISTORY     - UNK      MONUMENTED       MORC
 MK0191  HISTORY     - 1948     GOOD             NGS
 MK0191  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0191
 MK0191                          STATION DESCRIPTION
 MK0191
 MK0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0191'3.3 MI SW FROM BLENCOE.
 MK0191'0.5 MILE SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF
 MK0191'NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.0 MILE
 MK0191'WEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT
 MK0191'ROAD, THENCE 0.8 MILE WEST ALONG A DIRT ROAD, THENCE 0.5
 MK0191'MILE NORTH ALONG A DIRT ROAD, 0.5 MILE NORTH OF A SCHOOL BUILDING,
 MK0191'4.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 12.0 FEET SOUTH
 MK0191'OF THE CENTER LINE OF A FIELD ROAD LEADING EAST INTO A FIELD,
 MK0191'3.1 FEET EAST OF A CORNER FENCE POST, 0.7 FOOT NORTH OF A FENCE,
 MK0191'1.3 FEET EAST OF A REFERENCE POST.  A MISSOURI RIVER COMMISSION
 MK0191'1 1/2-INCH BRONZE CAP WELDED ON THE TOP OF A 1 1/2-INCH IRON
 MK0191'PIPE AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MK0191
 MK0191                          STATION RECOVERY (1974)
 MK0191
 MK0191'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0095 ***********************************************************************
 NM0095  DESIGNATION -  381 BOLT
 NM0095  PID         -  NM0095
 NM0095  STATE/COUNTY-  IA/MONONA
 NM0095  USGS QUAD   -  SLOAN (1969)
 NM0095
 NM0095                         *CURRENT SURVEY CONTROL
 NM0095  ___________________________________________________________________
 NM0095* NAD 83(1986)-  42 07 32.     (N)    096 08 56.     (W)     SCALED    
 NM0095* NAVD 88     -       322.279  (meters)    1057.34   (feet)  ADJUSTED  
 NM0095  ___________________________________________________________________
 NM0095  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 NM0095  DYNAMIC HT  -         322.167 (meters)    1056.98  (feet)  COMP
 NM0095  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 NM0095
 NM0095  VERT ORDER  -  FIRST     CLASS II
 NM0095
 NM0095.The horizontal coordinates were scaled from a topographic map and have
 NM0095.an estimated accuracy of +/- 6 seconds.
 NM0095
 NM0095.The orthometric height was determined by differential leveling
 NM0095.and adjusted by the National Geodetic Survey in June 1991..
 NM0095
 NM0095.The geoid height was determined by GEOID03.
 NM0095
 NM0095.The dynamic height is computed by dividing the NAVD 88
 NM0095.geopotential number by the normal gravity value computed on the
 NM0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0095.degrees latitude (g = 980.6199 gals.).
 NM0095
 NM0095.The modeled gravity was interpolated from observed gravity values.
 NM0095
 NM0095;                    North         East    Units  Estimated Accuracy
 NM0095;SPC IA N     - 1,072,920.    1,281,010.      MT  (+/- 180 meters Scaled)
 NM0095
 NM0095                          SUPERSEDED SURVEY CONTROL
 NM0095
 NM0095  NGVD 29 (??/??/92)  322.142  (m)         1056.89   (f) ADJ UNCH    1 2
 NM0095
 NM0095.Superseded values are not recommended for survey control.
 NM0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0095.See file dsdata.txt to determine how the superseded data were derived.
 NM0095
 NM0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM356676(NAD 83)
 NM0095_MARKER: B = BOLT
 NM0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0095_SP_SET: STONE
 NM0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0095
 NM0095  HISTORY     - Date     Condition        Report By
 NM0095  HISTORY     - UNK      MONUMENTED       MORC
 NM0095  HISTORY     - 1948     GOOD             NGS
 NM0095  HISTORY     - 19890906 MARK NOT FOUND   NGS
 NM0095
 NM0095                          STATION DESCRIPTION
 NM0095
 NM0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0095'AT WHITING.
 NM0095'AT WHITING, 0.2 MILE SOUTHEAST OF THE CHICAGO AND NORTH WESTERN
 NM0095'RAILROAD STATION, 100 YARDS SOUTH OF THE WATER TOWER, 45 YARDS
 NM0095'NORTHEAST OF THE NORTHEAST CORNER OF A GRAIN ELEVATOR, 33 YARDS
 NM0095'NORTHEAST OF THE SOUTH END OF A ROW OF CORRUGATED IRON GRAIN
 NM0095'BINS, 192.5 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 NM0095'75, 80.8 FEET NORTH OF THE SOUTH END OF A SWITCH LEADING TO THE
 NM0095'GRAIN ELEVATORS, 44.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 NM0095'THE MAIN TRACK, 2.3 FEET SOUTHWEST OF A WITNESS POST, A COPPER
 NM0095'BOLT SET IN THE TOP OF AN 18-INCH SQUARE STONE WHICH IS 4.0 FEET
 NM0095'UNDERGROUND AND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 NM0095'BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
 NM0095
 NM0095                          STATION RECOVERY (1989)
 NM0095
 NM0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0094 ***********************************************************************
 NM0094  DESIGNATION -  381 CAP
 NM0094  PID         -  NM0094
 NM0094  STATE/COUNTY-  IA/MONONA
 NM0094  USGS QUAD   -  SLOAN (1969)
 NM0094
 NM0094                         *CURRENT SURVEY CONTROL
 NM0094  ___________________________________________________________________
 NM0094* NAD 83(1986)-  42 07 32.     (N)    096 08 56.     (W)     SCALED    
 NM0094* NAVD 88     -       323.523  (meters)    1061.42   (feet)  ADJUSTED  
 NM0094  ___________________________________________________________________
 NM0094  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 NM0094  DYNAMIC HT  -         323.411 (meters)    1061.06  (feet)  COMP
 NM0094  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 NM0094
 NM0094  VERT ORDER  -  FIRST     CLASS II
 NM0094
 NM0094.The horizontal coordinates were scaled from a topographic map and have
 NM0094.an estimated accuracy of +/- 6 seconds.
 NM0094
 NM0094.The orthometric height was determined by differential leveling
 NM0094.and adjusted by the National Geodetic Survey in June 1991..
 NM0094
 NM0094.The geoid height was determined by GEOID03.
 NM0094
 NM0094.The dynamic height is computed by dividing the NAVD 88
 NM0094.geopotential number by the normal gravity value computed on the
 NM0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0094.degrees latitude (g = 980.6199 gals.).
 NM0094
 NM0094.The modeled gravity was interpolated from observed gravity values.
 NM0094
 NM0094;                    North         East    Units  Estimated Accuracy
 NM0094;SPC IA N     - 1,072,920.    1,281,010.      MT  (+/- 180 meters Scaled)
 NM0094
 NM0094                          SUPERSEDED SURVEY CONTROL
 NM0094
 NM0094  NGVD 29 (??/??/92)  323.387  (m)         1060.98   (f) ADJ UNCH    1 2
 NM0094
 NM0094.Superseded values are not recommended for survey control.
 NM0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0094.See file dsdata.txt to determine how the superseded data were derived.
 NM0094
 NM0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM356676(NAD 83)
 NM0094_MARKER: P = PIPE CAP
 NM0094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0094_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0094
 NM0094  HISTORY     - Date     Condition        Report By
 NM0094  HISTORY     - UNK      MONUMENTED       MORC
 NM0094  HISTORY     - 1948     GOOD             NGS
 NM0094  HISTORY     - 19890906 MARK NOT FOUND   NGS
 NM0094
 NM0094                          STATION DESCRIPTION
 NM0094
 NM0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0094'AT WHITING.
 NM0094'AT WHITING, 0.2 MILE SOUTHEAST OF THE CHICAGO AND NORTH WESTERN
 NM0094'RAILROAD STATION, 100 YARDS SOUTH OF THE WATER TOWER, 45 YARDS
 NM0094'NORTHEAST OF THE NORTHEAST CORNER OF A GRAIN ELEVATOR, 192.5
 NM0094'FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 75, 33 YARDS
 NM0094'NORTHEAST OF THE SOUTH END OF A ROW OF CORRUGATED IRON GRAIN
 NM0094'BINS, 44.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 NM0094'TRACK, 80.8 FEET NORTH OF THE SOUTH END OF A SWITCH LEADING TO
 NM0094'THE GRAIN ELEVATORS, 2.3 FEET SOUTHWEST OF A WITNESS POST, A
 NM0094'MISSOURI RIVER COMMISSION IRON CAP ON THE TOP OF AN IRON PIPE
 NM0094'WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 NM0094
 NM0094                          STATION RECOVERY (1989)
 NM0094
 NM0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0104 ***********************************************************************
 NM0104  DESIGNATION -  382 BOLT
 NM0104  PID         -  NM0104
 NM0104  STATE/COUNTY-  IA/MONONA
 NM0104  USGS QUAD   -  SLOAN (1969)
 NM0104
 NM0104                         *CURRENT SURVEY CONTROL
 NM0104  ___________________________________________________________________
 NM0104* NAD 83(1986)-  42 09 30.     (N)    096 10 25.     (W)     SCALED    
 NM0104* NAVD 88     -       323.307  (meters)    1060.72   (feet)  ADJUSTED  
 NM0104  ___________________________________________________________________
 NM0104  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 NM0104  DYNAMIC HT  -         323.196 (meters)    1060.35  (feet)  COMP
 NM0104  MODELED GRAV-     980,268.9   (mgal)                       NAVD 88
 NM0104
 NM0104  VERT ORDER  -  FIRST     CLASS II
 NM0104
 NM0104.The horizontal coordinates were scaled from a topographic map and have
 NM0104.an estimated accuracy of +/- 6 seconds.
 NM0104
 NM0104.The orthometric height was determined by differential leveling
 NM0104.and adjusted by the National Geodetic Survey in June 1991..
 NM0104
 NM0104.The geoid height was determined by GEOID03.
 NM0104
 NM0104.The dynamic height is computed by dividing the NAVD 88
 NM0104.geopotential number by the normal gravity value computed on the
 NM0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0104.degrees latitude (g = 980.6199 gals.).
 NM0104
 NM0104.The modeled gravity was interpolated from observed gravity values.
 NM0104
 NM0104;                    North         East    Units  Estimated Accuracy
 NM0104;SPC IA N     - 1,076,620.    1,279,080.      MT  (+/- 180 meters Scaled)
 NM0104
 NM0104                          SUPERSEDED SURVEY CONTROL
 NM0104
 NM0104  NGVD 29 (??/??/92)  323.167  (m)         1060.26   (f) ADJ UNCH    1 2
 NM0104
 NM0104.Superseded values are not recommended for survey control.
 NM0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0104.See file dsdata.txt to determine how the superseded data were derived.
 NM0104
 NM0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM335712(NAD 83)
 NM0104_MARKER: B = BOLT
 NM0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0104_SP_SET: STONE
 NM0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0104
 NM0104  HISTORY     - Date     Condition        Report By
 NM0104  HISTORY     - UNK      MONUMENTED       MORC
 NM0104  HISTORY     - 1948     GOOD             NGS
 NM0104  HISTORY     - 19890831 MARK NOT FOUND   NGS
 NM0104
 NM0104                          STATION DESCRIPTION
 NM0104
 NM0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0104'2.5 MI NW FROM WHITING.
 NM0104'2.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0104'FROM THE STATION AT WHITING, EAST OF AND ACROSS THE RAILROAD
 NM0104'FROM A FARMHOUSE, 2 POLES SOUTHEAST OF MILEPOST 49, 44.8 FEET
 NM0104'NORTHEAST OF THE NORTHEAST RAIL, 25.3 FEET SOUTHWEST OF THE
 NM0104'CENTER LINE OF U.S. HIGHWAY NO. 75, 10.0 FEET SOUTH OF A TELEPHONE
 NM0104'POLE, 2.5 FEET SOUTHEAST OF A WITNESS POST, IN THE CENTER OF A
 NM0104'SQUARE FORMED BY FOUR RAILS SET IN THE GROUND AND WHICH ARE 4
 NM0104'FEET HIGH, A COPPER BOLT SET IN THE TOP OF AN 18-INCH SQUARE STONE
 NM0104'WHICH IS 4.0 FEET UNDERGROUND AND ACCESS TO WHICH IS HAD THROUGH
 NM0104'AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
 NM0104
 NM0104                          STATION RECOVERY (1989)
 NM0104
 NM0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0103 ***********************************************************************
 NM0103  DESIGNATION -  382 CAP
 NM0103  PID         -  NM0103
 NM0103  STATE/COUNTY-  IA/MONONA
 NM0103  USGS QUAD   -  SLOAN (1969)
 NM0103
 NM0103                         *CURRENT SURVEY CONTROL
 NM0103  ___________________________________________________________________
 NM0103* NAD 83(1986)-  42 09 30.     (N)    096 10 25.     (W)     SCALED    
 NM0103* NAVD 88     -       324.535  (meters)    1064.75   (feet)  ADJUSTED  
 NM0103  ___________________________________________________________________
 NM0103  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 NM0103  DYNAMIC HT  -         324.424 (meters)    1064.38  (feet)  COMP
 NM0103  MODELED GRAV-     980,268.9   (mgal)                       NAVD 88
 NM0103
 NM0103  VERT ORDER  -  FIRST     CLASS II
 NM0103
 NM0103.The horizontal coordinates were scaled from a topographic map and have
 NM0103.an estimated accuracy of +/- 6 seconds.
 NM0103
 NM0103.The orthometric height was determined by differential leveling
 NM0103.and adjusted by the National Geodetic Survey in June 1991..
 NM0103
 NM0103.The geoid height was determined by GEOID03.
 NM0103
 NM0103.The dynamic height is computed by dividing the NAVD 88
 NM0103.geopotential number by the normal gravity value computed on the
 NM0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0103.degrees latitude (g = 980.6199 gals.).
 NM0103
 NM0103.The modeled gravity was interpolated from observed gravity values.
 NM0103
 NM0103;                    North         East    Units  Estimated Accuracy
 NM0103;SPC IA N     - 1,076,620.    1,279,080.      MT  (+/- 180 meters Scaled)
 NM0103
 NM0103                          SUPERSEDED SURVEY CONTROL
 NM0103
 NM0103  NGVD 29 (??/??/92)  324.393  (m)         1064.28   (f) ADJ UNCH    1 2
 NM0103
 NM0103.Superseded values are not recommended for survey control.
 NM0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0103.See file dsdata.txt to determine how the superseded data were derived.
 NM0103
 NM0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM335712(NAD 83)
 NM0103_MARKER: P = PIPE CAP
 NM0103_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0103_SP_SET: METAL PIPE IMBEDDED IN GROUND
 NM0103_MARK LOGO: MORC  
 NM0103_PROJECTION: PROJECTING 20 CENTIMETERS
 NM0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0103+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1989
 NM0103_ROD/PIPE-DEPTH: 1.3  meters
 NM0103
 NM0103  HISTORY     - Date     Condition        Report By
 NM0103  HISTORY     - UNK      MONUMENTED       MORC
 NM0103  HISTORY     - 1948     GOOD             NGS
 NM0103  HISTORY     - 1949     GOOD             NGS
 NM0103  HISTORY     - 19890831 GOOD             NGS
 NM0103
 NM0103                          STATION DESCRIPTION
 NM0103
 NM0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0103'2.5 MI NW FROM WHITING.
 NM0103'2.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0103'FROM THE STATION AT WHITING, EAST OF AND ACROSS THE RAILROAD
 NM0103'FROM A FARMHOUSE, 2 POLES SOUTHEAST OF MILEPOST 49, 44.8 FEET
 NM0103'NORTHEAST OF THE NORTHEAST RAIL, 25.3 FEET SOUTHWEST OF THE CENTER
 NM0103'LINE OF U.S. HIGHWAY 75, 10.0 FEET SOUTH OF A TELEPHONE POLE,
 NM0103'2.5 FEET SOUTHEAST OF A WITNESS POST, IN THE CENTER OF A SQUARE
 NM0103'FORMED BY FOUR RAILS SET IN THE GROUND AND WHICH ARE 4 FEET
 NM0103'HIGH, A MISSOURI RIVER COMMISSION STANDARD CAP SET ON THE TOP OF
 NM0103'AN IRON PIPE WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
 NM0103
 NM0103                          STATION RECOVERY (1949)
 NM0103
 NM0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0103'RECOVERED IN GOOD CONDITION.
 NM0103
 NM0103                          STATION RECOVERY (1989)
 NM0103
 NM0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0103'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.0 KM
 NM0103'(2.50 MI) NORTHWESTERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NM0103'FROM ITS JUNCTION WITH WHITTIER STREET IN WHITING, 13.7 M (44.9 FT)
 NM0103'NORTHEAST OF THE NEAR RAIL, 7.7 M (25.3 FT) SOUTHWEST OF THE
 NM0103'CENTERLINE OF COUNTY ROAD K 45, IN THE CENTER OF 4 VERTICAL RAILS THAT
 NM0103'PROJECTS 1.0 M (3.3 FT) ABOUE THE GROUND SURFACE, LEVEL WITH THE ROAD,
 NM0103'AND IS A CAP SET ON TOP OF A 6-INCH IRON PIPE THAT PROJECTS 0.2 M
 NM0103'(0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0110 ***********************************************************************
 NM0110  DESIGNATION -  383 BOLT
 NM0110  PID         -  NM0110
 NM0110  STATE/COUNTY-  IA/MONONA
 NM0110  USGS QUAD   -  SLOAN (1969)
 NM0110
 NM0110                         *CURRENT SURVEY CONTROL
 NM0110  ___________________________________________________________________
 NM0110* NAD 83(1986)-  42 11 41.     (N)    096 12 03.     (W)     SCALED    
 NM0110* NAVD 88     -       324.031  (meters)    1063.09   (feet)  ADJUSTED  
 NM0110  ___________________________________________________________________
 NM0110  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 NM0110  DYNAMIC HT  -         323.921 (meters)    1062.73  (feet)  COMP
 NM0110  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 NM0110
 NM0110  VERT ORDER  -  FIRST     CLASS II
 NM0110
 NM0110.The horizontal coordinates were scaled from a topographic map and have
 NM0110.an estimated accuracy of +/- 6 seconds.
 NM0110
 NM0110.The orthometric height was determined by differential leveling
 NM0110.and adjusted by the National Geodetic Survey in June 1991..
 NM0110
 NM0110.The geoid height was determined by GEOID03.
 NM0110
 NM0110.The dynamic height is computed by dividing the NAVD 88
 NM0110.geopotential number by the normal gravity value computed on the
 NM0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0110.degrees latitude (g = 980.6199 gals.).
 NM0110
 NM0110.The modeled gravity was interpolated from observed gravity values.
 NM0110
 NM0110;                    North         East    Units  Estimated Accuracy
 NM0110;SPC IA N     - 1,080,730.    1,276,960.      MT  (+/- 180 meters Scaled)
 NM0110
 NM0110                          SUPERSEDED SURVEY CONTROL
 NM0110
 NM0110  NGVD 29 (??/??/92)  323.887  (m)         1062.62   (f) ADJ UNCH    1 2
 NM0110
 NM0110.Superseded values are not recommended for survey control.
 NM0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0110.See file dsdata.txt to determine how the superseded data were derived.
 NM0110
 NM0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM311751(NAD 83)
 NM0110_MARKER: B = BOLT
 NM0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0110_SP_SET: STONE
 NM0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0110
 NM0110  HISTORY     - Date     Condition        Report By
 NM0110  HISTORY     - UNK      MONUMENTED       MORC
 NM0110  HISTORY     - 1948     GOOD             NGS
 NM0110  HISTORY     - 19890831 MARK NOT FOUND   NGS
 NM0110
 NM0110                          STATION DESCRIPTION
 NM0110
 NM0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0110'2.9 MI SE FROM SLOAN.
 NM0110'2.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0110'FROM THE STATION AT SLOAN, 7 POLES SOUTHEAST OF MILEPOST 52,
 NM0110'43 YARDS SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 75, 47.5
 NM0110'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 22.0 FEET SOUTHEAST OF A
 NM0110'TELEPHONE POLE, 0.7 FOOT NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY
 NM0110'FENCE, A COPPER BOLT SET IN THE TOP OF AN 18-INCH SQUARE STONE
 NM0110'WHICH IS 4.0 FEET UNDERGROUND AND ACCESS TO WHICH IS HAD THROUGH
 NM0110'AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
 NM0110
 NM0110                          STATION RECOVERY (1989)
 NM0110
 NM0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0109 ***********************************************************************
 NM0109  DESIGNATION -  383 CAP
 NM0109  PID         -  NM0109
 NM0109  STATE/COUNTY-  IA/MONONA
 NM0109  USGS QUAD   -  SLOAN (1969)
 NM0109
 NM0109                         *CURRENT SURVEY CONTROL
 NM0109  ___________________________________________________________________
 NM0109* NAD 83(1986)-  42 11 40.     (N)    096 12 03.     (W)     SCALED    
 NM0109* NAVD 88     -       325.271  (meters)    1067.16   (feet)  ADJUSTED  
 NM0109  ___________________________________________________________________
 NM0109  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 NM0109  DYNAMIC HT  -         325.160 (meters)    1066.80  (feet)  COMP
 NM0109  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 NM0109
 NM0109  VERT ORDER  -  FIRST     CLASS II
 NM0109
 NM0109.The horizontal coordinates were scaled from a topographic map and have
 NM0109.an estimated accuracy of +/- 6 seconds.
 NM0109
 NM0109.The orthometric height was determined by differential leveling
 NM0109.and adjusted by the National Geodetic Survey in June 1991..
 NM0109
 NM0109.The geoid height was determined by GEOID03.
 NM0109
 NM0109.The dynamic height is computed by dividing the NAVD 88
 NM0109.geopotential number by the normal gravity value computed on the
 NM0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0109.degrees latitude (g = 980.6199 gals.).
 NM0109
 NM0109.The modeled gravity was interpolated from observed gravity values.
 NM0109
 NM0109;                    North         East    Units  Estimated Accuracy
 NM0109;SPC IA N     - 1,080,700.    1,276,960.      MT  (+/- 180 meters Scaled)
 NM0109
 NM0109                          SUPERSEDED SURVEY CONTROL
 NM0109
 NM0109  NGVD 29 (??/??/92)  325.128  (m)         1066.69   (f) ADJ UNCH    1 2
 NM0109
 NM0109.Superseded values are not recommended for survey control.
 NM0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0109.See file dsdata.txt to determine how the superseded data were derived.
 NM0109
 NM0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM311751(NAD 83)
 NM0109_MARKER: P = PIPE CAP
 NM0109_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0109_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0109
 NM0109  HISTORY     - Date     Condition        Report By
 NM0109  HISTORY     - UNK      MONUMENTED       MORC
 NM0109  HISTORY     - 1948     GOOD             NGS
 NM0109  HISTORY     - 19890831 MARK NOT FOUND   NGS
 NM0109
 NM0109                          STATION DESCRIPTION
 NM0109
 NM0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0109'2.9 MI SE FROM SLOAN.
 NM0109'2.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0109'FROM THE STATION AT SLOAN, 7 POLES SOUTHEAST OF MILEPOST 52,
 NM0109'43 YARDS SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 75, 47.5
 NM0109'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 22.0 FEET SOUTHEAST OF
 NM0109'A TELEPHONE POLE, 0.7 FOOT NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY
 NM0109'FENCE, A MISSOURI RIVER COMMISSION STANDARD CAP ON THE TOP OF
 NM0109'AN IRON PIPE WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 NM0109
 NM0109                          STATION RECOVERY (1989)
 NM0109
 NM0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0119 ***********************************************************************
 NM0119  DESIGNATION -  384 BOLT
 NM0119  PID         -  NM0119
 NM0119  STATE/COUNTY-  IA/WOODBURY
 NM0119  USGS QUAD   -  SLOAN (1969)
 NM0119
 NM0119                         *CURRENT SURVEY CONTROL
 NM0119  ___________________________________________________________________
 NM0119* NAD 83(1986)-  42 13 43.     (N)    096 13 35.     (W)     SCALED    
 NM0119* NAVD 88     -       325.644  (meters)    1068.38   (feet)  ADJUSTED  
 NM0119  ___________________________________________________________________
 NM0119  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 NM0119  DYNAMIC HT  -         325.534 (meters)    1068.02  (feet)  COMP
 NM0119  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 NM0119
 NM0119  VERT ORDER  -  FIRST     CLASS II
 NM0119
 NM0119.The horizontal coordinates were scaled from a topographic map and have
 NM0119.an estimated accuracy of +/- 6 seconds.
 NM0119
 NM0119.The orthometric height was determined by differential leveling
 NM0119.and adjusted by the National Geodetic Survey in June 1991..
 NM0119
 NM0119.The geoid height was determined by GEOID03.
 NM0119
 NM0119.The dynamic height is computed by dividing the NAVD 88
 NM0119.geopotential number by the normal gravity value computed on the
 NM0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0119.degrees latitude (g = 980.6199 gals.).
 NM0119
 NM0119.The modeled gravity was interpolated from observed gravity values.
 NM0119
 NM0119;                    North         East    Units  Estimated Accuracy
 NM0119;SPC IA N     - 1,084,560.    1,274,970.      MT  (+/- 180 meters Scaled)
 NM0119
 NM0119                          SUPERSEDED SURVEY CONTROL
 NM0119
 NM0119  NGVD 29 (??/??/92)  325.491  (m)         1067.88   (f) ADJ UNCH    1 2
 NM0119
 NM0119.Superseded values are not recommended for survey control.
 NM0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0119.See file dsdata.txt to determine how the superseded data were derived.
 NM0119
 NM0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM288788(NAD 83)
 NM0119_MARKER: B = BOLT
 NM0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0119_SP_SET: STONE
 NM0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0119
 NM0119  HISTORY     - Date     Condition        Report By
 NM0119  HISTORY     - UNK      MONUMENTED       MORC
 NM0119  HISTORY     - 1948     GOOD             NGS
 NM0119  HISTORY     - 1965     MARK NOT FOUND   NGS
 NM0119  HISTORY     - 19890831 MARK NOT FOUND   NGS
 NM0119
 NM0119                          STATION DESCRIPTION
 NM0119
 NM0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0119'0.2 MI SE FROM SLOAN.
 NM0119'0.25 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0119'FROM THE STATION AT SLOAN, 110.0 FEET SOUTHWEST OF THE CENTER
 NM0119'LINE OF U.S. HIGHWAY 75, 79.7 FEET SOUTHEAST OF RAILROAD SEMAPHORE
 NM0119'114, 45.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 42.0 FEET SOUTH
 NM0119'OF THE CENTER LINE OF THE EAST-WEST ROAD WHICH CROSSES THE
 NM0119'TRACK, 4.3 FEET EAST OF A FENCE CORNER, 1.0 FOOT WEST OF A
 NM0119'WITNESS POST, A COPPER BOLT SET IN THE TOP OF AN 18-INCH SQUARE
 NM0119'STONE WHICH IS 4 FEET UNDERGROUND AND ACCESS TO WHICH IS HAD
 NM0119'THROUGH AND IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD
 NM0119'CAP.
 NM0119
 NM0119                          STATION RECOVERY (1965)
 NM0119
 NM0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0119'MARK NOT FOUND.
 NM0119
 NM0119                          STATION RECOVERY (1989)
 NM0119
 NM0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0118 ***********************************************************************
 NM0118  DESIGNATION -  384 CAP
 NM0118  PID         -  NM0118
 NM0118  STATE/COUNTY-  IA/WOODBURY
 NM0118  USGS QUAD   -  SLOAN (1969)
 NM0118
 NM0118                         *CURRENT SURVEY CONTROL
 NM0118  ___________________________________________________________________
 NM0118* NAD 83(1986)-  42 13 43.     (N)    096 13 35.     (W)     SCALED    
 NM0118* NAVD 88     -       326.870  (meters)    1072.41   (feet)  ADJUSTED  
 NM0118  ___________________________________________________________________
 NM0118  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 NM0118  DYNAMIC HT  -         326.760 (meters)    1072.05  (feet)  COMP
 NM0118  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 NM0118
 NM0118  VERT ORDER  -  FIRST     CLASS II
 NM0118
 NM0118.The horizontal coordinates were scaled from a topographic map and have
 NM0118.an estimated accuracy of +/- 6 seconds.
 NM0118
 NM0118.The orthometric height was determined by differential leveling
 NM0118.and adjusted by the National Geodetic Survey in June 1991..
 NM0118
 NM0118.The geoid height was determined by GEOID03.
 NM0118
 NM0118.The dynamic height is computed by dividing the NAVD 88
 NM0118.geopotential number by the normal gravity value computed on the
 NM0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0118.degrees latitude (g = 980.6199 gals.).
 NM0118
 NM0118.The modeled gravity was interpolated from observed gravity values.
 NM0118
 NM0118;                    North         East    Units  Estimated Accuracy
 NM0118;SPC IA N     - 1,084,560.    1,274,970.      MT  (+/- 180 meters Scaled)
 NM0118
 NM0118                          SUPERSEDED SURVEY CONTROL
 NM0118
 NM0118  NGVD 29 (??/??/92)  326.718  (m)         1071.91   (f) ADJ UNCH    1 2
 NM0118
 NM0118.Superseded values are not recommended for survey control.
 NM0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0118.See file dsdata.txt to determine how the superseded data were derived.
 NM0118
 NM0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM288788(NAD 83)
 NM0118_MARKER: P = PIPE CAP
 NM0118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0118_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0118
 NM0118  HISTORY     - Date     Condition        Report By
 NM0118  HISTORY     - UNK      MONUMENTED       MORC
 NM0118  HISTORY     - 1948     GOOD             NGS
 NM0118  HISTORY     - 1965     MARK NOT FOUND   NGS
 NM0118  HISTORY     - 19890831 MARK NOT FOUND   NGS
 NM0118
 NM0118                          STATION DESCRIPTION
 NM0118
 NM0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0118'0.2 MI SE FROM SLOAN.
 NM0118'0.25 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0118'FROM THE STATION AT SLOAN, 110.0 FEET SOUTHWEST OF THE CENTER LINE
 NM0118'OF U.S. HIGHWAY 75, 79.7 FEET SOUTHEAST OF RAILROAD SEMAPHORE 114,
 NM0118'45.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 42.0 FEET SOUTH OF THE
 NM0118'CENTER LINE OF AN EAST-WEST ROAD WHICH CROSSES THE RAILROAD, 4.3
 NM0118'FEET EAST OF A FENCE CORNER, 1.0 FOOT WEST OF A WITNESS POST, A
 NM0118'MISSOURI RIVER COMMISSION IRON CAP ON THE TOP OF AN IRON PIPE
 NM0118'WHICH PROJECTS 16 INCHES ABOVE THE GROUND.
 NM0118
 NM0118                          STATION RECOVERY (1965)
 NM0118
 NM0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0118'MARK NOT FOUND.
 NM0118
 NM0118                          STATION RECOVERY (1989)
 NM0118
 NM0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0123 ***********************************************************************
 NM0123  DESIGNATION -  386 BOLT
 NM0123  PID         -  NM0123
 NM0123  STATE/COUNTY-  IA/WOODBURY
 NM0123  USGS QUAD   -  SLOAN (1969)
 NM0123
 NM0123                         *CURRENT SURVEY CONTROL
 NM0123  ___________________________________________________________________
 NM0123* NAD 83(1986)-  42 14 44.     (N)    096 14 20.     (W)     SCALED    
 NM0123* NAVD 88     -       326.106  (meters)    1069.90   (feet)  ADJUSTED  
 NM0123  ___________________________________________________________________
 NM0123  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 NM0123  DYNAMIC HT  -         325.997 (meters)    1069.54  (feet)  COMP
 NM0123  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 NM0123
 NM0123  VERT ORDER  -  FIRST     CLASS II
 NM0123
 NM0123.The horizontal coordinates were scaled from a topographic map and have
 NM0123.an estimated accuracy of +/- 6 seconds.
 NM0123
 NM0123.The orthometric height was determined by differential leveling
 NM0123.and adjusted by the National Geodetic Survey in June 1991..
 NM0123
 NM0123.The geoid height was determined by GEOID03.
 NM0123
 NM0123.The dynamic height is computed by dividing the NAVD 88
 NM0123.geopotential number by the normal gravity value computed on the
 NM0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0123.degrees latitude (g = 980.6199 gals.).
 NM0123
 NM0123.The modeled gravity was interpolated from observed gravity values.
 NM0123
 NM0123;                    North         East    Units  Estimated Accuracy
 NM0123;SPC IA N     - 1,086,480.    1,274,000.      MT  (+/- 180 meters Scaled)
 NM0123
 NM0123                          SUPERSEDED SURVEY CONTROL
 NM0123
 NM0123  NGVD 29 (??/??/92)  325.950  (m)         1069.39   (f) ADJ UNCH    1 2
 NM0123
 NM0123.Superseded values are not recommended for survey control.
 NM0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0123.See file dsdata.txt to determine how the superseded data were derived.
 NM0123
 NM0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM277807(NAD 83)
 NM0123_MARKER: B = BOLT
 NM0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0123_SP_SET: STONE
 NM0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0123
 NM0123  HISTORY     - Date     Condition        Report By
 NM0123  HISTORY     - UNK      MONUMENTED       MORC
 NM0123  HISTORY     - 1948     GOOD             NGS
 NM0123  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0123
 NM0123                          STATION DESCRIPTION
 NM0123
 NM0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0123'1.1 MI NW FROM SLOAN.
 NM0123'1.1 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0123'FROM THE STATION AT SLOAN, 0.1 MILE NORTH OF A FARMHOUSE WHICH
 NM0123'IS ON THE WEST SIDE OF THE RAILROAD, 6 1/2 POLES SOUTHEAST OF
 NM0123'MILEPOST 56, 100.0 FEET SOUTHEAST OF THE NORTHWEST END OF A LARGE
 NM0123'GROVE OF 8-INCH COTTONWOOD TREES ON THE WEST SIDE OF THE RAILROAD,
 NM0123'46.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 45.0 FEET SOUTHEAST OF
 NM0123'A WHISTLE POST, 1.0 FOOT SOUTHWEST OF A WITNESS POST, 0.6 FOOT
 NM0123'NORTHEAST OF A FENCE, A COPPER BOLT SET IN THE TOP OF AN 18-INCH
 NM0123'SQUARE STONE WHICH IS 4.0 FEET UNDERGROUND AND ACCESS TO WHICH
 NM0123'IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 NM0123'STANDARD CAP.
 NM0123
 NM0123                          STATION RECOVERY (1989)
 NM0123
 NM0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0122 ***********************************************************************
 NM0122  DESIGNATION -  386 CAP
 NM0122  PID         -  NM0122
 NM0122  STATE/COUNTY-  IA/WOODBURY
 NM0122  USGS QUAD   -  SLOAN (1969)
 NM0122
 NM0122                         *CURRENT SURVEY CONTROL
 NM0122  ___________________________________________________________________
 NM0122* NAD 83(1986)-  42 14 43.     (N)    096 14 19.     (W)     SCALED    
 NM0122* NAVD 88     -       327.339  (meters)    1073.94   (feet)  ADJUSTED  
 NM0122  ___________________________________________________________________
 NM0122  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 NM0122  DYNAMIC HT  -         327.229 (meters)    1073.58  (feet)  COMP
 NM0122  MODELED GRAV-     980,278.1   (mgal)                       NAVD 88
 NM0122
 NM0122  VERT ORDER  -  FIRST     CLASS II
 NM0122
 NM0122.The horizontal coordinates were scaled from a topographic map and have
 NM0122.an estimated accuracy of +/- 6 seconds.
 NM0122
 NM0122.The orthometric height was determined by differential leveling
 NM0122.and adjusted by the National Geodetic Survey in June 1991..
 NM0122
 NM0122.The geoid height was determined by GEOID03.
 NM0122
 NM0122.The dynamic height is computed by dividing the NAVD 88
 NM0122.geopotential number by the normal gravity value computed on the
 NM0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0122.degrees latitude (g = 980.6199 gals.).
 NM0122
 NM0122.The modeled gravity was interpolated from observed gravity values.
 NM0122
 NM0122;                    North         East    Units  Estimated Accuracy
 NM0122;SPC IA N     - 1,086,440.    1,274,020.      MT  (+/- 180 meters Scaled)
 NM0122
 NM0122                          SUPERSEDED SURVEY CONTROL
 NM0122
 NM0122  NGVD 29 (??/??/92)  327.183  (m)         1073.43   (f) ADJ UNCH    1 2
 NM0122
 NM0122.Superseded values are not recommended for survey control.
 NM0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0122.See file dsdata.txt to determine how the superseded data were derived.
 NM0122
 NM0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM278807(NAD 83)
 NM0122_MARKER: P = PIPE CAP
 NM0122_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0122_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0122
 NM0122  HISTORY     - Date     Condition        Report By
 NM0122  HISTORY     - UNK      MONUMENTED       MORC
 NM0122  HISTORY     - 1948     GOOD             NGS
 NM0122  HISTORY     - 1949     GOOD             NGS
 NM0122  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0122
 NM0122                          STATION DESCRIPTION
 NM0122
 NM0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0122'1.1 MI NW FROM SLOAN.
 NM0122'1.1 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0122'FROM THE STATION AT SLOAN, 0.1 MILE NORTH OF A FARMHOUSE WHICH
 NM0122'IS ON THE WEST SIDE OF THE RAILROAD, 6 1/2 POLES SOUTHEAST
 NM0122'OF MILEPOST 56, 100.0 FEET SOUTHEAST OF THE NORTHWEST END OF A
 NM0122'GROVE OF 8-INCH COTTONWOOD TREES ON THE WEST SIDE OF THE RAILROAD,
 NM0122'46.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 45.0 FEET SOUTHEAST OF
 NM0122'A WHISTLE POST, 1.0 FOOT SOUTHWEST OF A WITNESS POST, 0.6 FOOT
 NM0122'NORTHEAST OF A FENCE, A MISSOURI RIVER COMMISSION STANDARD CAP ON
 NM0122'THE TOP OF AN IRON PIPE WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 NM0122
 NM0122                          STATION RECOVERY (1949)
 NM0122
 NM0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0122'RECOVERED IN GOOD CONDITION.
 NM0122
 NM0122                          STATION RECOVERY (1989)
 NM0122
 NM0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0128 ***********************************************************************
 NM0128  DESIGNATION -  387 BOLT
 NM0128  PID         -  NM0128
 NM0128  STATE/COUNTY-  IA/WOODBURY
 NM0128  USGS QUAD   -  SALIX (1976)
 NM0128
 NM0128                         *CURRENT SURVEY CONTROL
 NM0128  ___________________________________________________________________
 NM0128* NAD 83(1986)-  42 16 36.     (N)    096 15 42.     (W)     SCALED    
 NM0128* NAVD 88     -       326.753  (meters)    1072.02   (feet)  ADJUSTED  
 NM0128  ___________________________________________________________________
 NM0128  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 NM0128  DYNAMIC HT  -         326.646 (meters)    1071.67  (feet)  COMP
 NM0128  MODELED GRAV-     980,282.7   (mgal)                       NAVD 88
 NM0128
 NM0128  VERT ORDER  -  FIRST     CLASS II
 NM0128
 NM0128.The horizontal coordinates were scaled from a topographic map and have
 NM0128.an estimated accuracy of +/- 6 seconds.
 NM0128
 NM0128.The orthometric height was determined by differential leveling
 NM0128.and adjusted by the National Geodetic Survey in June 1991..
 NM0128
 NM0128.The geoid height was determined by GEOID03.
 NM0128
 NM0128.The dynamic height is computed by dividing the NAVD 88
 NM0128.geopotential number by the normal gravity value computed on the
 NM0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0128.degrees latitude (g = 980.6199 gals.).
 NM0128
 NM0128.The modeled gravity was interpolated from observed gravity values.
 NM0128
 NM0128;                    North         East    Units  Estimated Accuracy
 NM0128;SPC IA N     - 1,089,990.    1,272,240.      MT  (+/- 180 meters Scaled)
 NM0128
 NM0128                          SUPERSEDED SURVEY CONTROL
 NM0128
 NM0128  NGVD 29 (??/??/92)  326.599  (m)         1071.52   (f) ADJ UNCH    1 2
 NM0128
 NM0128.Superseded values are not recommended for survey control.
 NM0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0128.See file dsdata.txt to determine how the superseded data were derived.
 NM0128
 NM0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM258841(NAD 83)
 NM0128_MARKER: B = BOLT
 NM0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0128_SP_SET: STONE
 NM0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0128
 NM0128  HISTORY     - Date     Condition        Report By
 NM0128  HISTORY     - UNK      MONUMENTED       MORC
 NM0128  HISTORY     - 1948     GOOD             NGS
 NM0128  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0128
 NM0128                          STATION DESCRIPTION
 NM0128
 NM0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0128'2.6 MI SE FROM SALIX.
 NM0128'2.6 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0128'FROM THE STATION AT SALIX, 0.2 MILE SOUTHEAST OF A FARMHOUSE WHICH
 NM0128'IS ON THE WEST SIDE OF THE RAILROAD, 292.0 FEET NORTHWEST OF
 NM0128'THE CENTER OF A ROAD CROSSING, 251.0 FEET SOUTHEAST OF THE
 NM0128'CENTER OF A PRIVATE ROAD CROSSING, 46.3 FEET NORTHEAST OF THE
 NM0128'NORTHEAST RAIL, 34.0 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 NM0128'HIGHWAY 75, 1.0 FOOT NORTHWEST OF A WITNESS POST, A COPPER BOLT
 NM0128'SET IN THE TOP OF AN 18-INCH SQUARE STONE WHICH IS 4.0 FEET
 NM0128'UNDERGROUND AND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 NM0128'A MISSOURI RIVER COMMISSION STANDARD CAP.
 NM0128
 NM0128                          STATION RECOVERY (1989)
 NM0128
 NM0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0127 ***********************************************************************
 NM0127  DESIGNATION -  387 CAP
 NM0127  PID         -  NM0127
 NM0127  STATE/COUNTY-  IA/WOODBURY
 NM0127  USGS QUAD   -  SALIX (1976)
 NM0127
 NM0127                         *CURRENT SURVEY CONTROL
 NM0127  ___________________________________________________________________
 NM0127* NAD 83(1986)-  42 16 36.     (N)    096 15 43.     (W)     SCALED    
 NM0127* NAVD 88     -       327.986  (meters)    1076.07   (feet)  ADJUSTED  
 NM0127  ___________________________________________________________________
 NM0127  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 NM0127  DYNAMIC HT  -         327.878 (meters)    1075.71  (feet)  COMP
 NM0127  MODELED GRAV-     980,282.7   (mgal)                       NAVD 88
 NM0127
 NM0127  VERT ORDER  -  FIRST     CLASS II
 NM0127
 NM0127.The horizontal coordinates were scaled from a topographic map and have
 NM0127.an estimated accuracy of +/- 6 seconds.
 NM0127
 NM0127.The orthometric height was determined by differential leveling
 NM0127.and adjusted by the National Geodetic Survey in June 1991..
 NM0127
 NM0127.The geoid height was determined by GEOID03.
 NM0127
 NM0127.The dynamic height is computed by dividing the NAVD 88
 NM0127.geopotential number by the normal gravity value computed on the
 NM0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0127.degrees latitude (g = 980.6199 gals.).
 NM0127
 NM0127.The modeled gravity was interpolated from observed gravity values.
 NM0127
 NM0127;                    North         East    Units  Estimated Accuracy
 NM0127;SPC IA N     - 1,089,990.    1,272,210.      MT  (+/- 180 meters Scaled)
 NM0127
 NM0127                          SUPERSEDED SURVEY CONTROL
 NM0127
 NM0127  NGVD 29 (??/??/92)  327.831  (m)         1075.56   (f) ADJ UNCH    1 2
 NM0127
 NM0127.Superseded values are not recommended for survey control.
 NM0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0127.See file dsdata.txt to determine how the superseded data were derived.
 NM0127
 NM0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM257841(NAD 83)
 NM0127_MARKER: P = PIPE CAP
 NM0127_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0127_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0127
 NM0127  HISTORY     - Date     Condition        Report By
 NM0127  HISTORY     - UNK      MONUMENTED       MORC
 NM0127  HISTORY     - 1948     GOOD             NGS
 NM0127  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0127
 NM0127                          STATION DESCRIPTION
 NM0127
 NM0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0127'2.6 MI SE FROM SALIX.
 NM0127'2.6 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0127'FROM THE STATION AT SALIX, 0.2 MILE SOUTHEAST OF A FARMHOUSE
 NM0127'WHICH IS ON THE WEST SIDE OF THE RAILROAD, 292.0 FEET NORTHWEST OF
 NM0127'THE CENTER OF A ROAD CROSSING, 251.0 FEET SOUTHEAST OF THE
 NM0127'CENTER OF A PRIVATE ROAD CROSSING, 46.3 FEET NORTHEAST OF THE
 NM0127'NORTHEAST RAIL, 34.0 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 NM0127'HIGHWAY 75, 1.0 FOOT NORTHWEST OF A WITNESS POST, A MISSOURI RIVER
 NM0127'COMMISSION STANDARD CAP ON THE TOP OF AN IRON PIPE WHICH PROJECTS
 NM0127'10 INCHES ABOVE THE GROUND.
 NM0127
 NM0127                          STATION RECOVERY (1989)
 NM0127
 NM0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0133 ***********************************************************************
 NM0133  DESIGNATION -  388 BOLT
 NM0133  PID         -  NM0133
 NM0133  STATE/COUNTY-  IA/WOODBURY
 NM0133  USGS QUAD   -  SALIX (1976)
 NM0133
 NM0133                         *CURRENT SURVEY CONTROL
 NM0133  ___________________________________________________________________
 NM0133* NAD 83(1986)-  42 18 18.     (N)    096 16 59.     (W)     SCALED    
 NM0133* NAVD 88     -       328.893  (meters)    1079.04   (feet)  ADJUSTED  
 NM0133  ___________________________________________________________________
 NM0133  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 NM0133  DYNAMIC HT  -         328.786 (meters)    1078.69  (feet)  COMP
 NM0133  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 NM0133
 NM0133  VERT ORDER  -  FIRST     CLASS II
 NM0133
 NM0133.The horizontal coordinates were scaled from a topographic map and have
 NM0133.an estimated accuracy of +/- 6 seconds.
 NM0133
 NM0133.The orthometric height was determined by differential leveling
 NM0133.and adjusted by the National Geodetic Survey in June 1991..
 NM0133
 NM0133.The geoid height was determined by GEOID03.
 NM0133
 NM0133.The dynamic height is computed by dividing the NAVD 88
 NM0133.geopotential number by the normal gravity value computed on the
 NM0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0133.degrees latitude (g = 980.6199 gals.).
 NM0133
 NM0133.The modeled gravity was interpolated from observed gravity values.
 NM0133
 NM0133;                    North         East    Units  Estimated Accuracy
 NM0133;SPC IA N     - 1,093,190.    1,270,580.      MT  (+/- 180 meters Scaled)
 NM0133
 NM0133                          SUPERSEDED SURVEY CONTROL
 NM0133
 NM0133  NGVD 29 (??/??/92)  328.741  (m)         1078.54   (f) ADJ UNCH    1 2
 NM0133
 NM0133.Superseded values are not recommended for survey control.
 NM0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0133.See file dsdata.txt to determine how the superseded data were derived.
 NM0133
 NM0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM239872(NAD 83)
 NM0133_MARKER: B = BOLT
 NM0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0133_SP_SET: STONE
 NM0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0133
 NM0133  HISTORY     - Date     Condition        Report By
 NM0133  HISTORY     - UNK      MONUMENTED       MORC
 NM0133  HISTORY     - 1948     GOOD             NGS
 NM0133  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0133
 NM0133                          STATION DESCRIPTION
 NM0133
 NM0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0133'0.2 MI S FROM SALIX.
 NM0133'0.2 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NM0133'THE STATION AT SALIX, 50 YARDS NORTHWEST OF A CAFE AND FILLING
 NM0133'STATION, 210.0 FEET NORTHWEST OF THE CENTER LINE OF THE FIRST
 NM0133'WEST-BOUND STREET SOUTH OF THE RAILROAD STATION, 58.7 FEET
 NM0133'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 75, 30.7 FEET
 NM0133'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 1.6 FEET
 NM0133'NORTHWEST OF A WITNESS POST, A COPPER BOLT SET IN THE TOP OF
 NM0133'AN 18-INCH SQUARE STONE 4.0 FEET UNDERGROUND ACCESS TO WHICH
 NM0133'IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 NM0133'IRON CAP.
 NM0133
 NM0133                          STATION RECOVERY (1989)
 NM0133
 NM0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0132 ***********************************************************************
 NM0132  DESIGNATION -  388 CAP
 NM0132  PID         -  NM0132
 NM0132  STATE/COUNTY-  IA/WOODBURY
 NM0132  USGS QUAD   -  SALIX (1976)
 NM0132
 NM0132                         *CURRENT SURVEY CONTROL
 NM0132  ___________________________________________________________________
 NM0132* NAD 83(1986)-  42 18 18.     (N)    096 16 59.     (W)     SCALED    
 NM0132* NAVD 88     -       330.116  (meters)    1083.06   (feet)  ADJUSTED  
 NM0132  ___________________________________________________________________
 NM0132  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 NM0132  DYNAMIC HT  -         330.008 (meters)    1082.70  (feet)  COMP
 NM0132  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 NM0132
 NM0132  VERT ORDER  -  FIRST     CLASS II
 NM0132
 NM0132.The horizontal coordinates were scaled from a topographic map and have
 NM0132.an estimated accuracy of +/- 6 seconds.
 NM0132
 NM0132.The orthometric height was determined by differential leveling
 NM0132.and adjusted by the National Geodetic Survey in June 1991..
 NM0132
 NM0132.The geoid height was determined by GEOID03.
 NM0132
 NM0132.The dynamic height is computed by dividing the NAVD 88
 NM0132.geopotential number by the normal gravity value computed on the
 NM0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0132.degrees latitude (g = 980.6199 gals.).
 NM0132
 NM0132.The modeled gravity was interpolated from observed gravity values.
 NM0132
 NM0132;                    North         East    Units  Estimated Accuracy
 NM0132;SPC IA N     - 1,093,190.    1,270,580.      MT  (+/- 180 meters Scaled)
 NM0132
 NM0132                          SUPERSEDED SURVEY CONTROL
 NM0132
 NM0132  NGVD 29 (??/??/92)  329.963  (m)         1082.55   (f) ADJ UNCH    1 2
 NM0132
 NM0132.Superseded values are not recommended for survey control.
 NM0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0132.See file dsdata.txt to determine how the superseded data were derived.
 NM0132
 NM0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM239872(NAD 83)
 NM0132_MARKER: P = PIPE CAP
 NM0132_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0132_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0132
 NM0132  HISTORY     - Date     Condition        Report By
 NM0132  HISTORY     - UNK      MONUMENTED       MORC
 NM0132  HISTORY     - 1948     GOOD             NGS
 NM0132  HISTORY     - 1949     GOOD             NGS
 NM0132  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0132
 NM0132                          STATION DESCRIPTION
 NM0132
 NM0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0132'0.2 MI S FROM SALIX.
 NM0132'0.2 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NM0132'THE STATION AT SALIX, 50 YARDS NORTHWEST OF A CAFE AND FILLING
 NM0132'STATION, 210.0 FEET NORTHWEST OF THE CENTER LINE OF THE FIRT
 NM0132'WEST-BOUND STREET SOUTH OF THE RAILROAD STATION, 58.7 FEET SOUTHWEST
 NM0132'OF THE CENTER LINE OF U.S. HIGHWAY 75, 30.7 FEET NORTHEAST OF THE
 NM0132'NORTHEAST RAIL OF THE NORTHEAST TRACK, 1.6 FEET NORTHWEST OF A
 NM0132'WITNESS POST, A MISSOURI RIVER COMMISSION STANDARD CAP ON THE TOP
 NM0132'OF AN IRON PIPE WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
 NM0132
 NM0132                          STATION RECOVERY (1949)
 NM0132
 NM0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0132'RECOVERED IN GOOD CONDITION.
 NM0132
 NM0132                          STATION RECOVERY (1989)
 NM0132
 NM0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0139 ***********************************************************************
 NM0139  DESIGNATION -  389 BOLT
 NM0139  PID         -  NM0139
 NM0139  STATE/COUNTY-  IA/WOODBURY
 NM0139  USGS QUAD   -  SALIX (1976)
 NM0139
 NM0139                         *CURRENT SURVEY CONTROL
 NM0139  ___________________________________________________________________
 NM0139* NAD 83(1986)-  42 20 34.     (N)    096 18 40.     (W)     SCALED    
 NM0139* NAVD 88     -       330.986  (meters)    1085.91   (feet)  ADJUSTED  
 NM0139  ___________________________________________________________________
 NM0139  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 NM0139  DYNAMIC HT  -         330.881 (meters)    1085.57  (feet)  COMP
 NM0139  MODELED GRAV-     980,292.6   (mgal)                       NAVD 88
 NM0139
 NM0139  VERT ORDER  -  FIRST     CLASS II
 NM0139
 NM0139.The horizontal coordinates were scaled from a topographic map and have
 NM0139.an estimated accuracy of +/- 6 seconds.
 NM0139
 NM0139.The orthometric height was determined by differential leveling
 NM0139.and adjusted by the National Geodetic Survey in June 1991..
 NM0139
 NM0139.The geoid height was determined by GEOID03.
 NM0139
 NM0139.The dynamic height is computed by dividing the NAVD 88
 NM0139.geopotential number by the normal gravity value computed on the
 NM0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0139.degrees latitude (g = 980.6199 gals.).
 NM0139
 NM0139.The modeled gravity was interpolated from observed gravity values.
 NM0139
 NM0139;                    North         East    Units  Estimated Accuracy
 NM0139;SPC IA N     - 1,097,460.    1,268,400.      MT  (+/- 180 meters Scaled)
 NM0139
 NM0139                          SUPERSEDED SURVEY CONTROL
 NM0139
 NM0139  NGVD 29 (??/??/92)  330.832  (m)         1085.40   (f) ADJ UNCH    1 2
 NM0139
 NM0139.Superseded values are not recommended for survey control.
 NM0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0139.See file dsdata.txt to determine how the superseded data were derived.
 NM0139
 NM0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM214913(NAD 83)
 NM0139_MARKER: B = BOLT
 NM0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0139_SP_SET: STONE
 NM0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0139
 NM0139  HISTORY     - Date     Condition        Report By
 NM0139  HISTORY     - UNK      MONUMENTED       MORC
 NM0139  HISTORY     - 1948     GOOD             NGS
 NM0139  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0139
 NM0139                          STATION DESCRIPTION
 NM0139
 NM0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0139'2.7 MI NW FROM SALIX.
 NM0139'2.7 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0139'FROM THE STATION AT SALIX, 1.0 MILE SOUTHEAST OF BENCH MARK 126
 NM0139'(I.G.S.), 216 YARDS (PACED) NORTHWEST OF A ROAD CROSSING, 146
 NM0139'YARDS (PACED) SOUTHEAST OF A 40-FOOT RAILWAY TRESTLE, 237.0
 NM0139'FEET NORTHWEST OF A POINT WHERE A PIPE LINE CROSSES UNDER THE
 NM0139'TRACK, 44.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 35.4
 NM0139'FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 75, 2.8 FEET
 NM0139'NORTHEAST OF A 3-INCH IRON PIPE WHICH PROJECTS 5 FEET ABOVE
 NM0139'THE GROUND, THE TOP OF A COPPER BOLT LEADED IN A STONE 18 INCHES
 NM0139'SQUARE AND SET ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 NM0139'THROUGH AN IRON PIPE BEARING AN IRON CAP AND PROJECTING 1.0 FOOT
 NM0139'ABOVE THE GROUND.
 NM0139
 NM0139                          STATION RECOVERY (1989)
 NM0139
 NM0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0138 ***********************************************************************
 NM0138  DESIGNATION -  389 CAP
 NM0138  PID         -  NM0138
 NM0138  STATE/COUNTY-  IA/WOODBURY
 NM0138  USGS QUAD   -  SALIX (1976)
 NM0138
 NM0138                         *CURRENT SURVEY CONTROL
 NM0138  ___________________________________________________________________
 NM0138* NAD 83(1986)-  42 20 34.     (N)    096 18 41.     (W)     SCALED    
 NM0138* NAVD 88     -       332.209  (meters)    1089.92   (feet)  ADJUSTED  
 NM0138  ___________________________________________________________________
 NM0138  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 NM0138  DYNAMIC HT  -         332.103 (meters)    1089.57  (feet)  COMP
 NM0138  MODELED GRAV-     980,292.6   (mgal)                       NAVD 88
 NM0138
 NM0138  VERT ORDER  -  FIRST     CLASS II
 NM0138
 NM0138.The horizontal coordinates were scaled from a topographic map and have
 NM0138.an estimated accuracy of +/- 6 seconds.
 NM0138
 NM0138.The orthometric height was determined by differential leveling
 NM0138.and adjusted by the National Geodetic Survey in June 1991..
 NM0138
 NM0138.The geoid height was determined by GEOID03.
 NM0138
 NM0138.The dynamic height is computed by dividing the NAVD 88
 NM0138.geopotential number by the normal gravity value computed on the
 NM0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0138.degrees latitude (g = 980.6199 gals.).
 NM0138
 NM0138.The modeled gravity was interpolated from observed gravity values.
 NM0138
 NM0138;                    North         East    Units  Estimated Accuracy
 NM0138;SPC IA N     - 1,097,460.    1,268,380.      MT  (+/- 180 meters Scaled)
 NM0138
 NM0138                          SUPERSEDED SURVEY CONTROL
 NM0138
 NM0138  NGVD 29 (??/??/92)  332.054  (m)         1089.41   (f) ADJ UNCH    1 2
 NM0138
 NM0138.Superseded values are not recommended for survey control.
 NM0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0138.See file dsdata.txt to determine how the superseded data were derived.
 NM0138
 NM0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM214913(NAD 83)
 NM0138_MARKER: P = PIPE CAP
 NM0138_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0138_SP_SET: METAL PIPE IMBEDDED IN GROUND
 NM0138_MARK LOGO: MORC  
 NM0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0138+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1989
 NM0138
 NM0138  HISTORY     - Date     Condition        Report By
 NM0138  HISTORY     - UNK      MONUMENTED       MORC
 NM0138  HISTORY     - 1948     GOOD             NGS
 NM0138  HISTORY     - 19890911 GOOD             NGS
 NM0138
 NM0138                          STATION DESCRIPTION
 NM0138
 NM0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0138'2.7 MI NW FROM SALIX.
 NM0138'2.7 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0138'FROM THE STATION AT SALIX, 216 YARDS (PACED) NORTHWEST OF A ROAD
 NM0138'CROSSING, 146 YARDS (PACED) SOUTHEAST OF A 40-FOOT RAILWAY TRESTLE,
 NM0138'237.0 FEET NORTHWEST OF A POINT WHERE A PIPE LINE CROSSES UNDER
 NM0138'THE TRACK, 44.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 NM0138'TRACK, 35.4 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 75,
 NM0138'2.8 FEET NORTHEAST OF A 3-INCH IRON PIPE WHICH PROJECTS 5 FEET
 NM0138'ABOVE THE GROUND, A RAISED POINT ON AN IRON CAP WHICH IS BOLTED
 NM0138'TO A 4-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
 NM0138
 NM0138                          STATION RECOVERY (1989)
 NM0138
 NM0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0138'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 NM0138'CHANGE--STATION, TO POPLAR STREET.  DELETE--146 YARDS (PACED)
 NM0138'SOUTHEAST OF A 40-FOOT RAILWAY TRESTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0011 ***********************************************************************
 MJ0011  DESIGNATION -  39 101
 MJ0011  PID         -  MJ0011
 MJ0011  STATE/COUNTY-  IA/GUTHRIE
 MJ0011  USGS QUAD   -  STUART NORTH (1982)
 MJ0011
 MJ0011                         *CURRENT SURVEY CONTROL
 MJ0011  ___________________________________________________________________
 MJ0011* NAD 83(1986)-  41 30 53.     (N)    094 21 41.     (W)     SCALED    
 MJ0011* NAVD 88     -       378.005  (meters)    1240.17   (feet)  ADJUSTED  
 MJ0011  ___________________________________________________________________
 MJ0011  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 MJ0011  DYNAMIC HT  -         377.851 (meters)    1239.67  (feet)  COMP
 MJ0011  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 MJ0011
 MJ0011  VERT ORDER  -  FIRST     CLASS II
 MJ0011
 MJ0011.The horizontal coordinates were scaled from a topographic map and have
 MJ0011.an estimated accuracy of +/- 6 seconds.
 MJ0011
 MJ0011.The orthometric height was determined by differential leveling
 MJ0011.and adjusted by the National Geodetic Survey in June 1991..
 MJ0011
 MJ0011.The geoid height was determined by GEOID03.
 MJ0011
 MJ0011.The dynamic height is computed by dividing the NAVD 88
 MJ0011.geopotential number by the normal gravity value computed on the
 MJ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0011.degrees latitude (g = 980.6199 gals.).
 MJ0011
 MJ0011.The modeled gravity was interpolated from observed gravity values.
 MJ0011
 MJ0011;                    North         East    Units  Estimated Accuracy
 MJ0011;SPC IA S     -   168,570.      428,100.      MT  (+/- 180 meters Scaled)
 MJ0011
 MJ0011                          SUPERSEDED SURVEY CONTROL
 MJ0011
 MJ0011  NGVD 29 (??/??/92)  377.947  (m)         1239.98   (f) ADJ UNCH    1 2
 MJ0011
 MJ0011.Superseded values are not recommended for survey control.
 MJ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0011.See file dsdata.txt to determine how the superseded data were derived.
 MJ0011
 MJ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF863967(NAD 83)
 MJ0011_MARKER: DD = SURVEY DISK
 MJ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0011_STAMPING: 39 101
 MJ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0011+STABILITY: SURFACE MOTION
 MJ0011
 MJ0011  HISTORY     - Date     Condition        Report By
 MJ0011  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0011  HISTORY     - 1950     GOOD             NGS
 MJ0011  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0011
 MJ0011                          STATION DESCRIPTION
 MJ0011
 MJ0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0011'2.5 MI W FROM STUART.
 MJ0011'2.5 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CITY HALL AT STUART,
 MJ0011'AT A PRIVATE ROAD CROSSING, 66.5 FEET NORTHEAST OF THE NORTHEAST
 MJ0011'RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 73 FEET
 MJ0011'NORTHWEST OF THE 2ND POLE NORTHWEST OF MILEPOST 400.75, 34.5 FEET
 MJ0011'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 51.5 FEET WEST OF
 MJ0011'HIGHWAY STATION 861, 18.5 FEET NORTHEAST OF A FENCE, 18 FEET
 MJ0011'NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 1.4 FEET SOUTHEAST
 MJ0011'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 MJ0011'FLUSH WITH THE GROUND.  THIS MARK IS 0.8 MILE EAST OF BENCH MARK
 MJ0011'K 162.
 MJ0011
 MJ0011                          STATION RECOVERY (1980)
 MJ0011
 MJ0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0012 ***********************************************************************
 MJ0012  DESIGNATION -  39 102
 MJ0012  PID         -  MJ0012
 MJ0012  STATE/COUNTY-  IA/GUTHRIE
 MJ0012  USGS QUAD   -  STUART NORTH (1982)
 MJ0012
 MJ0012                         *CURRENT SURVEY CONTROL
 MJ0012  ___________________________________________________________________
 MJ0012* NAD 83(1986)-  41 30 43.     (N)    094 21 20.     (W)     SCALED    
 MJ0012* NAVD 88     -       376.840  (meters)    1236.35   (feet)  ADJUSTED  
 MJ0012  ___________________________________________________________________
 MJ0012  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 MJ0012  DYNAMIC HT  -         376.686 (meters)    1235.84  (feet)  COMP
 MJ0012  MODELED GRAV-     980,202.9   (mgal)                       NAVD 88
 MJ0012
 MJ0012  VERT ORDER  -  FIRST     CLASS II
 MJ0012
 MJ0012.The horizontal coordinates were scaled from a topographic map and have
 MJ0012.an estimated accuracy of +/- 6 seconds.
 MJ0012
 MJ0012.The orthometric height was determined by differential leveling
 MJ0012.and adjusted by the National Geodetic Survey in June 1991..
 MJ0012
 MJ0012.The geoid height was determined by GEOID03.
 MJ0012
 MJ0012.The dynamic height is computed by dividing the NAVD 88
 MJ0012.geopotential number by the normal gravity value computed on the
 MJ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0012.degrees latitude (g = 980.6199 gals.).
 MJ0012
 MJ0012.The modeled gravity was interpolated from observed gravity values.
 MJ0012
 MJ0012;                    North         East    Units  Estimated Accuracy
 MJ0012;SPC IA S     -   168,250.      428,580.      MT  (+/- 180 meters Scaled)
 MJ0012
 MJ0012                          SUPERSEDED SURVEY CONTROL
 MJ0012
 MJ0012  NGVD 29 (??/??/92)  376.782  (m)         1236.16   (f) ADJ UNCH    1 2
 MJ0012
 MJ0012.Superseded values are not recommended for survey control.
 MJ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0012.See file dsdata.txt to determine how the superseded data were derived.
 MJ0012
 MJ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF868964(NAD 83)
 MJ0012_MARKER: DD = SURVEY DISK
 MJ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0012_STAMPING: 39 102
 MJ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0012+STABILITY: SURFACE MOTION
 MJ0012
 MJ0012  HISTORY     - Date     Condition        Report By
 MJ0012  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0012  HISTORY     - 1950     GOOD             NGS
 MJ0012  HISTORY     - 1953     MARK NOT FOUND   NGS
 MJ0012  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0012
 MJ0012                          STATION DESCRIPTION
 MJ0012
 MJ0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0012'2.2 MI W FROM STUART.
 MJ0012'2.25 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CITY HALL AT STUART,
 MJ0012'BETWEEN THE HIGHWAY AND THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0012'RAILROAD, 45 FEET NORTHEAST OF THE NORTHEAST RAIL, 35 FEET SOUTHWEST
 MJ0012'OF THE CENTER LINE OF THE HIGHWAY, 31.5 FEET SOUTH OF HIGHWAY
 MJ0012'STATION 872, 73 FEET NORTHWEST OF THE 3RD POLE NORTHWEST OF
 MJ0012'MILEPOST 400.5, 51 FEET SOUTHEAST OF THE 4TH POLE NORTHWEST OF
 MJ0012'MILEPOST 400.5, 1.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 MJ0012'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MJ0012
 MJ0012                          STATION RECOVERY (1953)
 MJ0012
 MJ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 MJ0012'MARK NOT FOUND.
 MJ0012
 MJ0012                          STATION RECOVERY (1980)
 MJ0012
 MJ0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0037 ***********************************************************************
 MJ0037  DESIGNATION -  39 144
 MJ0037  PID         -  MJ0037
 MJ0037  STATE/COUNTY-  IA/GUTHRIE
 MJ0037  USGS QUAD   -  YALE (1982)
 MJ0037
 MJ0037                         *CURRENT SURVEY CONTROL
 MJ0037  ___________________________________________________________________
 MJ0037* NAD 83(1986)-  41 50 58.     (N)    094 20 59.     (W)     SCALED    
 MJ0037* NAVD 88     -       321.494  (meters)    1054.77   (feet)  ADJUSTED  
 MJ0037  ___________________________________________________________________
 MJ0037  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 MJ0037  DYNAMIC HT  -         321.391 (meters)    1054.43  (feet)  COMP
 MJ0037  MODELED GRAV-     980,290.9   (mgal)                       NAVD 88
 MJ0037
 MJ0037  VERT ORDER  -  SECOND    CLASS 0
 MJ0037
 MJ0037.The horizontal coordinates were scaled from a topographic map and have
 MJ0037.an estimated accuracy of +/- 6 seconds.
 MJ0037
 MJ0037.The orthometric height was determined by differential leveling
 MJ0037.and adjusted by the National Geodetic Survey in June 1991..
 MJ0037
 MJ0037.The geoid height was determined by GEOID03.
 MJ0037
 MJ0037.The dynamic height is computed by dividing the NAVD 88
 MJ0037.geopotential number by the normal gravity value computed on the
 MJ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0037.degrees latitude (g = 980.6199 gals.).
 MJ0037
 MJ0037.The modeled gravity was interpolated from observed gravity values.
 MJ0037
 MJ0037;                    North         East    Units  Estimated Accuracy
 MJ0037;SPC IA S     -   205,730.      429,430.      MT  (+/- 180 meters Scaled)
 MJ0037
 MJ0037                          SUPERSEDED SURVEY CONTROL
 MJ0037
 MJ0037  NGVD 29 (??/??/92)  321.456  (m)         1054.64   (f) ADJ UNCH    2 0
 MJ0037
 MJ0037.Superseded values are not recommended for survey control.
 MJ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0037.See file dsdata.txt to determine how the superseded data were derived.
 MJ0037
 MJ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG879339(NAD 83)
 MJ0037_MARKER: DD = SURVEY DISK
 MJ0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0037_STAMPING: 39-144
 MJ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0037+STABILITY: SURFACE MOTION
 MJ0037
 MJ0037  HISTORY     - Date     Condition        Report By
 MJ0037  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0037  HISTORY     - 1953     MARK NOT FOUND   NGS
 MJ0037
 MJ0037                          STATION DESCRIPTION
 MJ0037
 MJ0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MJ0037'AT HERNDON.
 MJ0037'AT HERNDON, GUTHRIE COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MJ0037'AND PACIFIC RAILROAD, 0.3 MILE NORTH OF THE STATION, AT THE
 MJ0037'CROSSING OF A HIGHWAY, 95 FEET EAST OF THE CENTERLINE OF THE TRACK,
 MJ0037'37 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, MIDWAY BETWEEN
 MJ0037'TWO POLES, 18 INCHES SOUTH OF THE NORTH HIGHWAY RIGHT-OF-WAY
 MJ0037'FENCE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STATE SURVEY
 MJ0037'STANDARD DISK, STAMPED 39-144 AND SET IN THE TOP OF A CONCRETE
 MJ0037'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0052 ***********************************************************************
 MJ0052  DESIGNATION -  39 17
 MJ0052  PID         -  MJ0052
 MJ0052  STATE/COUNTY-  IA/GUTHRIE
 MJ0052  USGS QUAD   -  GUTHRIE CENTER EAST (1982)
 MJ0052
 MJ0052                         *CURRENT SURVEY CONTROL
 MJ0052  ___________________________________________________________________
 MJ0052* NAD 83(1986)-  41 40 50.     (N)    094 28 03.     (W)     SCALED    
 MJ0052* NAVD 88     -       348.117  (meters)    1142.11   (feet)  ADJUSTED  
 MJ0052  ___________________________________________________________________
 MJ0052  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 MJ0052  DYNAMIC HT  -         348.000 (meters)    1141.73  (feet)  COMP
 MJ0052  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 MJ0052
 MJ0052  VERT ORDER  -  SECOND    CLASS 0
 MJ0052
 MJ0052.The horizontal coordinates were scaled from a topographic map and have
 MJ0052.an estimated accuracy of +/- 6 seconds.
 MJ0052
 MJ0052.The orthometric height was determined by differential leveling
 MJ0052.and adjusted by the National Geodetic Survey in June 1991..
 MJ0052
 MJ0052.The geoid height was determined by GEOID03.
 MJ0052
 MJ0052.The dynamic height is computed by dividing the NAVD 88
 MJ0052.geopotential number by the normal gravity value computed on the
 MJ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0052.degrees latitude (g = 980.6199 gals.).
 MJ0052
 MJ0052.The modeled gravity was interpolated from observed gravity values.
 MJ0052
 MJ0052;                    North         East    Units  Estimated Accuracy
 MJ0052;SPC IA S     -   187,080.      419,450.      MT  (+/- 180 meters Scaled)
 MJ0052
 MJ0052                          SUPERSEDED SURVEY CONTROL
 MJ0052
 MJ0052.No superseded survey control is available for this station.
 MJ0052
 MJ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG778153(NAD 83)
 MJ0052_MARKER: DD = SURVEY DISK
 MJ0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0052_STAMPING: 39-71
 MJ0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0052+STABILITY: SURFACE MOTION
 MJ0052
 MJ0052  HISTORY     - Date     Condition        Report By
 MJ0052  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0052  HISTORY     - 1952     POOR             NGS
 MJ0052
 MJ0052                          STATION DESCRIPTION
 MJ0052
 MJ0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 MJ0052'2.5 MI E FROM GUTHRIE CENTER.
 MJ0052'2.5 MILES EAST ALONG STATE HIGHWAY 64 FROM THE INTERSECTION OF
 MJ0052'STATE HIGHWAY 25 AT GUTHRIE CENTER, 36.5 FEET WEST OF HIGHWAY
 MJ0052'STATION 804, 12 FEET SOUTH OF THE SOUTH EDGE OF THE PAVEMENT,
 MJ0052'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STATE SURVEY
 MJ0052'STANDARD DISK, STAMPED 39-71 AND SET IN THE TOP OF A CONCRETE
 MJ0052'POST.  NOTE-- ABOUT ONE FOOT BROKEN OFF TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0198 ***********************************************************************
 MJ0198  DESIGNATION -  39 27
 MJ0198  PID         -  MJ0198
 MJ0198  STATE/COUNTY-  IA/GUTHRIE
 MJ0198  USGS QUAD   -  CASEY (1971)
 MJ0198
 MJ0198                         *CURRENT SURVEY CONTROL
 MJ0198  ___________________________________________________________________
 MJ0198* NAD 83(1986)-  41 31 05.     (N)    094 36 51.     (W)     SCALED    
 MJ0198* NAVD 88     -       427.050  (meters)    1401.08   (feet)  ADJUSTED  
 MJ0198  ___________________________________________________________________
 MJ0198  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 MJ0198  DYNAMIC HT  -         426.895 (meters)    1400.57  (feet)  COMP
 MJ0198  MODELED GRAV-     980,245.1   (mgal)                       NAVD 88
 MJ0198
 MJ0198  VERT ORDER  -  FIRST     CLASS II
 MJ0198
 MJ0198.The horizontal coordinates were scaled from a topographic map and have
 MJ0198.an estimated accuracy of +/- 6 seconds.
 MJ0198
 MJ0198.The orthometric height was determined by differential leveling
 MJ0198.and adjusted by the National Geodetic Survey in June 1991..
 MJ0198
 MJ0198.The geoid height was determined by GEOID03.
 MJ0198
 MJ0198.The dynamic height is computed by dividing the NAVD 88
 MJ0198.geopotential number by the normal gravity value computed on the
 MJ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0198.degrees latitude (g = 980.6199 gals.).
 MJ0198
 MJ0198.The modeled gravity was interpolated from observed gravity values.
 MJ0198
 MJ0198;                    North         East    Units  Estimated Accuracy
 MJ0198;SPC IA S     -   169,180.      407,000.      MT  (+/- 180 meters Scaled)
 MJ0198
 MJ0198                          SUPERSEDED SURVEY CONTROL
 MJ0198
 MJ0198  NGVD 29 (??/??/92)  427.003  (m)         1400.93   (f) ADJ UNCH    1 2
 MJ0198
 MJ0198.Superseded values are not recommended for survey control.
 MJ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0198.See file dsdata.txt to determine how the superseded data were derived.
 MJ0198
 MJ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF653975(NAD 83)
 MJ0198_MARKER: DB = BENCH MARK DISK
 MJ0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0198_STAMPING: 39 27
 MJ0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0198+STABILITY: SURFACE MOTION
 MJ0198
 MJ0198  HISTORY     - Date     Condition        Report By
 MJ0198  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0198  HISTORY     - 1950     GOOD             NGS
 MJ0198
 MJ0198                          STATION DESCRIPTION
 MJ0198
 MJ0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0198'2.6 MI NE FROM ADAIR.
 MJ0198'2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE CITY WATER TOWER
 MJ0198'AT ADAIR, AT THE TOP OF A HILL, ON THE EXTENDED CENTER LINE OF A
 MJ0198'PRIVATE DRIVEWAY LEADING NORTH, 70 FEET WEST OF A POWER POLE, 57
 MJ0198'FEET EAST OF ANOTHER POWER POLE, 27.5 FEET SOUTH OF THE CENTER LINE
 MJ0198'OF THE HIGHWAY, 19 FEET SOUTH OF HIGHWAY STATION 127, 1.6 FEET
 MJ0198'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0198'IS 0.2 FOOT BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0199 ***********************************************************************
 MJ0199  DESIGNATION -  39 28
 MJ0199  PID         -  MJ0199
 MJ0199  STATE/COUNTY-  IA/GUTHRIE
 MJ0199  USGS QUAD   -  CASEY (1971)
 MJ0199
 MJ0199                         *CURRENT SURVEY CONTROL
 MJ0199  ___________________________________________________________________
 MJ0199* NAD 83(1986)-  41 31 06.     (N)    094 36 13.     (W)     SCALED    
 MJ0199* NAVD 88     -       414.664  (meters)    1360.44   (feet)  ADJUSTED  
 MJ0199  ___________________________________________________________________
 MJ0199  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 MJ0199  DYNAMIC HT  -         414.513 (meters)    1359.95  (feet)  COMP
 MJ0199  MODELED GRAV-     980,244.3   (mgal)                       NAVD 88
 MJ0199
 MJ0199  VERT ORDER  -  FIRST     CLASS II
 MJ0199
 MJ0199.The horizontal coordinates were scaled from a topographic map and have
 MJ0199.an estimated accuracy of +/- 6 seconds.
 MJ0199
 MJ0199.The orthometric height was determined by differential leveling
 MJ0199.and adjusted by the National Geodetic Survey in June 1991..
 MJ0199
 MJ0199.The geoid height was determined by GEOID03.
 MJ0199
 MJ0199.The dynamic height is computed by dividing the NAVD 88
 MJ0199.geopotential number by the normal gravity value computed on the
 MJ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0199.degrees latitude (g = 980.6199 gals.).
 MJ0199
 MJ0199.The modeled gravity was interpolated from observed gravity values.
 MJ0199
 MJ0199;                    North         East    Units  Estimated Accuracy
 MJ0199;SPC IA S     -   169,200.      407,890.      MT  (+/- 180 meters Scaled)
 MJ0199
 MJ0199                          SUPERSEDED SURVEY CONTROL
 MJ0199
 MJ0199  NGVD 29 (??/??/92)  414.617  (m)         1360.29   (f) ADJ UNCH    1 2
 MJ0199
 MJ0199.Superseded values are not recommended for survey control.
 MJ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0199.See file dsdata.txt to determine how the superseded data were derived.
 MJ0199
 MJ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF661975(NAD 83)
 MJ0199_MARKER: DD = SURVEY DISK
 MJ0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0199_STAMPING: 39 28
 MJ0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0199+STABILITY: SURFACE MOTION
 MJ0199
 MJ0199  HISTORY     - Date     Condition        Report By
 MJ0199  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0199  HISTORY     - 1950     GOOD             NGS
 MJ0199
 MJ0199                          STATION DESCRIPTION
 MJ0199
 MJ0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0199'3.2 MI NE FROM ADAIR.
 MJ0199'3.2 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE WATER TOWER AT
 MJ0199'ADAIR, 225 FEET EAST OF THE CENTER LINE OF A CROSS ROAD, AT THE
 MJ0199'EAST END OF A CUT, 47 FEET NORTHEAST OF HIGHWAY STATION 156, 32
 MJ0199'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTH OF A
 MJ0199'FENCE, 1.9 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MJ0199'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0237 ***********************************************************************
 MJ0237  DESIGNATION -  39 46
 MJ0237  PID         -  MJ0237
 MJ0237  STATE/COUNTY-  IA/GUTHRIE
 MJ0237  USGS QUAD   -  GUTHRIE CENTER WEST (1971)
 MJ0237
 MJ0237                         *CURRENT SURVEY CONTROL
 MJ0237  ___________________________________________________________________
 MJ0237* NAD 83(1986)-  41 40 55.     (N)    094 30 08.     (W)     SCALED    
 MJ0237* NAVD 88     -       340.145  (meters)    1115.96   (feet)  ADJUSTED  
 MJ0237  ___________________________________________________________________
 MJ0237  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 MJ0237  DYNAMIC HT  -         340.031 (meters)    1115.59  (feet)  COMP
 MJ0237  MODELED GRAV-     980,276.9   (mgal)                       NAVD 88
 MJ0237
 MJ0237  VERT ORDER  -  SECOND    CLASS 0
 MJ0237
 MJ0237.The horizontal coordinates were scaled from a topographic map and have
 MJ0237.an estimated accuracy of +/- 6 seconds.
 MJ0237
 MJ0237.The orthometric height was determined by differential leveling
 MJ0237.and adjusted by the National Geodetic Survey in June 1991..
 MJ0237
 MJ0237.The geoid height was determined by GEOID03.
 MJ0237
 MJ0237.The dynamic height is computed by dividing the NAVD 88
 MJ0237.geopotential number by the normal gravity value computed on the
 MJ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0237.degrees latitude (g = 980.6199 gals.).
 MJ0237
 MJ0237.The modeled gravity was interpolated from observed gravity values.
 MJ0237
 MJ0237;                    North         East    Units  Estimated Accuracy
 MJ0237;SPC IA S     -   187,260.      416,560.      MT  (+/- 180 meters Scaled)
 MJ0237
 MJ0237                          SUPERSEDED SURVEY CONTROL
 MJ0237
 MJ0237  NGVD 29 (??/??/92)  340.106  (m)         1115.83   (f) ADJ UNCH    2 0
 MJ0237
 MJ0237.Superseded values are not recommended for survey control.
 MJ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0237.See file dsdata.txt to determine how the superseded data were derived.
 MJ0237
 MJ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG749155(NAD 83)
 MJ0237_MARKER: DD = SURVEY DISK
 MJ0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0237_STAMPING: 39-46
 MJ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0237+STABILITY: SURFACE MOTION
 MJ0237
 MJ0237  HISTORY     - Date     Condition        Report By
 MJ0237  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0237  HISTORY     - 1935     GOOD             NGS
 MJ0237  HISTORY     - 1970     GOOD             IAHD
 MJ0237  HISTORY     - 1982     MARK NOT FOUND   NGS
 MJ0237
 MJ0237                          STATION DESCRIPTION
 MJ0237
 MJ0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MJ0237'AT GUTHRIE CENTER.
 MJ0237'AT GUTHRIE CENTER, GUTHRIE COUNTY, ON STATE HIGHWAY 25, JUST SOUTH
 MJ0237'OF THE OLD LADIES HOME, 31 FEET NORTHEAST OF THE CENTER OF A STREET
 MJ0237'INTERSECTION, 63 FEET NORTHEAST OF A 30-INCH ASH TREE, 17 FEET
 MJ0237'SOUTHWEST OF A WATER CUT-OFF VALVE, AND ABOUT 1 FOOT HIGHER THAN
 MJ0237'THE STREET.  A STATE SURVEY STANDARD DISK, STAMPED 39-46 AND SET
 MJ0237'IN THE TOP OF A CONCRETE POST.
 MJ0237
 MJ0237                          STATION RECOVERY (1970)
 MJ0237
 MJ0237'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1970
 MJ0237'RECOVERED IN GOOD CONDITION.
 MJ0237
 MJ0237                          STATION RECOVERY (1982)
 MJ0237
 MJ0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MJ0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0005 ***********************************************************************
 MJ0005  DESIGNATION -  39 48
 MJ0005  PID         -  MJ0005
 MJ0005  STATE/COUNTY-  IA/GUTHRIE
 MJ0005  USGS QUAD   -  MENLO (1982)
 MJ0005
 MJ0005                         *CURRENT SURVEY CONTROL
 MJ0005  ___________________________________________________________________
 MJ0005* NAD 83(1986)-  41 31 06.     (N)    094 27 32.     (W)     SCALED    
 MJ0005* NAVD 88     -       404.472  (meters)    1327.01   (feet)  ADJUSTED  
 MJ0005  ___________________________________________________________________
 MJ0005  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 MJ0005  DYNAMIC HT  -         404.316 (meters)    1326.49  (feet)  COMP
 MJ0005  MODELED GRAV-     980,226.2   (mgal)                       NAVD 88
 MJ0005
 MJ0005  VERT ORDER  -  FIRST     CLASS II
 MJ0005
 MJ0005.The horizontal coordinates were scaled from a topographic map and have
 MJ0005.an estimated accuracy of +/- 6 seconds.
 MJ0005
 MJ0005.The orthometric height was determined by differential leveling
 MJ0005.and adjusted by the National Geodetic Survey in June 1991..
 MJ0005
 MJ0005.The geoid height was determined by GEOID03.
 MJ0005
 MJ0005.The dynamic height is computed by dividing the NAVD 88
 MJ0005.geopotential number by the normal gravity value computed on the
 MJ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0005.degrees latitude (g = 980.6199 gals.).
 MJ0005
 MJ0005.The modeled gravity was interpolated from observed gravity values.
 MJ0005
 MJ0005;                    North         East    Units  Estimated Accuracy
 MJ0005;SPC IA S     -   169,050.      419,960.      MT  (+/- 180 meters Scaled)
 MJ0005
 MJ0005                          SUPERSEDED SURVEY CONTROL
 MJ0005
 MJ0005  NGVD 29 (??/??/92)  404.421  (m)         1326.84   (f) ADJ UNCH    1 2
 MJ0005
 MJ0005.Superseded values are not recommended for survey control.
 MJ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0005.See file dsdata.txt to determine how the superseded data were derived.
 MJ0005
 MJ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF782973(NAD 83)
 MJ0005_MARKER: DD = SURVEY DISK
 MJ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0005_STAMPING: 39 48
 MJ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0005+STABILITY: SURFACE MOTION
 MJ0005
 MJ0005  HISTORY     - Date     Condition        Report By
 MJ0005  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0005  HISTORY     - 1950     GOOD             NGS
 MJ0005  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0005
 MJ0005                          STATION DESCRIPTION
 MJ0005
 MJ0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0005'2.8 MI W FROM MENLO.
 MJ0005'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT MENLO,
 MJ0005'THENCE 2.75 MILES WEST ALONG U.S. HIGHWAY 6, IN FRONT OF A 2
 MJ0005'STORY WHITE FARMHOUSE WHICH IS ON THE NORTH SIDE OF THE HIGHWAY,
 MJ0005'112 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 60 FEET
 MJ0005'SOUTH OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 57 FEET EAST OF A
 MJ0005'POWER POLE, 43 FEET NORTHWEST OF HIGHWAY STATION 588, 30.5 FEET
 MJ0005'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 MJ0005'CONCRETE POST WHICH IS 0.4 FOOT BELOW THE GROUND.  NOTE-- THIS MARK
 MJ0005'IS 0.6 MILE EAST OF BENCH MARK 39-47.
 MJ0005
 MJ0005                          STATION RECOVERY (1980)
 MJ0005
 MJ0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0005'THE EDGE OF BANK HAS BEEN WIDENED BY HWY. DEPT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0008 ***********************************************************************
 MJ0008  DESIGNATION -  39 51
 MJ0008  PID         -  MJ0008
 MJ0008  STATE/COUNTY-  IA/GUTHRIE
 MJ0008  USGS QUAD   -  MENLO (1982)
 MJ0008
 MJ0008                         *CURRENT SURVEY CONTROL
 MJ0008  ___________________________________________________________________
 MJ0008* NAD 83(1986)-  41 31 04.     (N)    094 24 11.     (W)     SCALED    
 MJ0008* NAVD 88     -       384.906  (meters)    1262.81   (feet)  ADJUSTED  
 MJ0008  ___________________________________________________________________
 MJ0008  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 MJ0008  DYNAMIC HT  -         384.754 (meters)    1262.31  (feet)  COMP
 MJ0008  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 MJ0008
 MJ0008  VERT ORDER  -  FIRST     CLASS II
 MJ0008
 MJ0008.The horizontal coordinates were scaled from a topographic map and have
 MJ0008.an estimated accuracy of +/- 6 seconds.
 MJ0008
 MJ0008.The orthometric height was determined by differential leveling
 MJ0008.and adjusted by the National Geodetic Survey in June 1991..
 MJ0008
 MJ0008.The geoid height was determined by GEOID03.
 MJ0008
 MJ0008.The dynamic height is computed by dividing the NAVD 88
 MJ0008.geopotential number by the normal gravity value computed on the
 MJ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0008.degrees latitude (g = 980.6199 gals.).
 MJ0008
 MJ0008.The modeled gravity was interpolated from observed gravity values.
 MJ0008
 MJ0008;                    North         East    Units  Estimated Accuracy
 MJ0008;SPC IA S     -   168,940.      424,620.      MT  (+/- 180 meters Scaled)
 MJ0008
 MJ0008                          SUPERSEDED SURVEY CONTROL
 MJ0008
 MJ0008  NGVD 29 (??/??/92)  384.853  (m)         1262.64   (f) ADJ UNCH    1 2
 MJ0008
 MJ0008.Superseded values are not recommended for survey control.
 MJ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0008.See file dsdata.txt to determine how the superseded data were derived.
 MJ0008
 MJ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF829971(NAD 83)
 MJ0008_MARKER: DD = SURVEY DISK
 MJ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0008_STAMPING: 39 51
 MJ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0008+STABILITY: SURFACE MOTION
 MJ0008
 MJ0008  HISTORY     - Date     Condition        Report By
 MJ0008  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0008  HISTORY     - 1950     GOOD             NGS
 MJ0008  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0008
 MJ0008                          STATION DESCRIPTION
 MJ0008
 MJ0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0008'0.2 MI SW FROM MENLO.
 MJ0008'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT MENLO,
 MJ0008'THENCE 0.1 MILE WEST ALONG U.S. HIGHWAY 6, JUST SOUTHEAST OF A
 MJ0008'SKELLY SERVICE STATION, 41 FEET NORTHEAST OF THE NORTHEAST CORNER
 MJ0008'OF A HOUSE, 29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 28
 MJ0008'FEET SOUTHEAST OF HIGHWAY STATION 781, 7 FEET SOUTH OF A POWER
 MJ0008'POLE, 57 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY.  50
 MJ0008'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 0.9 FOOT NORTH
 MJ0008'OF THE NORTH EDGE OF A SIDEWALK, SET IN THE TOP OF A CONCRETE POST
 MJ0008'WHICH IS 0.1 FOOT BELOW THE TOP OF THE GROUND.
 MJ0008
 MJ0008                          STATION RECOVERY (1980)
 MJ0008
 MJ0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0045 ***********************************************************************
 MJ0045  DESIGNATION -  39 65
 MJ0045  PID         -  MJ0045
 MJ0045  STATE/COUNTY-  IA/GUTHRIE
 MJ0045  USGS QUAD   -  PANORA (1982)
 MJ0045
 MJ0045                         *CURRENT SURVEY CONTROL
 MJ0045  ___________________________________________________________________
 MJ0045* NAD 83(1986)-  41 41 30.     (N)    094 21 26.     (W)     SCALED    
 MJ0045* NAVD 88     -       320.600  (meters)    1051.84   (feet)  ADJUSTED  
 MJ0045  ___________________________________________________________________
 MJ0045  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 MJ0045  DYNAMIC HT  -         320.488 (meters)    1051.47  (feet)  COMP
 MJ0045  MODELED GRAV-     980,263.6   (mgal)                       NAVD 88
 MJ0045
 MJ0045  VERT ORDER  -  SECOND    CLASS 0
 MJ0045
 MJ0045.The horizontal coordinates were scaled from a topographic map and have
 MJ0045.an estimated accuracy of +/- 6 seconds.
 MJ0045
 MJ0045.The orthometric height was determined by differential leveling
 MJ0045.and adjusted by the National Geodetic Survey in June 1991..
 MJ0045
 MJ0045.The geoid height was determined by GEOID03.
 MJ0045
 MJ0045.The dynamic height is computed by dividing the NAVD 88
 MJ0045.geopotential number by the normal gravity value computed on the
 MJ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0045.degrees latitude (g = 980.6199 gals.).
 MJ0045
 MJ0045.The modeled gravity was interpolated from observed gravity values.
 MJ0045
 MJ0045;                    North         East    Units  Estimated Accuracy
 MJ0045;SPC IA S     -   188,210.      428,640.      MT  (+/- 180 meters Scaled)
 MJ0045
 MJ0045                          SUPERSEDED SURVEY CONTROL
 MJ0045
 MJ0045  NGVD 29 (??/??/92)  320.558  (m)         1051.70   (f) ADJ UNCH    2 0
 MJ0045
 MJ0045.Superseded values are not recommended for survey control.
 MJ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0045.See file dsdata.txt to determine how the superseded data were derived.
 MJ0045
 MJ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG870164(NAD 83)
 MJ0045_MARKER: DD = SURVEY DISK
 MJ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0045_STAMPING: 39-65
 MJ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0045+STABILITY: SURFACE MOTION
 MJ0045
 MJ0045  HISTORY     - Date     Condition        Report By
 MJ0045  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0045  HISTORY     - 1942     GOOD             NGS
 MJ0045  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0045
 MJ0045                          STATION DESCRIPTION
 MJ0045
 MJ0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MJ0045'AT PANORA.
 MJ0045'AT PANORA, ON STATE HIGHWAY 64, 100 FEET WEST OF THE CROSSING
 MJ0045'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, AT THE
 MJ0045'SOUTHWEST CORNER OF THE INTERSECTION OF THE STEWART ROAD,
 MJ0045'6-1/2 FEET NORTHWEST OF A POWER-TRANSMISSION LINE POLE, 1-1/2
 MJ0045'FEET SOUTHWEST OF A CURB, AND ABOUT 3 INCHES LOWER THAN THE TOP
 MJ0045'OF THE CURB.  A STATE SURVEY STANDARD DISK, STAMPED 39-65 AND
 MJ0045'SET IN THE TOP OF A CONCRETE POST.
 MJ0045
 MJ0045                          STATION RECOVERY (1980)
 MJ0045
 MJ0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0045'NEW STREET CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0053 ***********************************************************************
 MJ0053  DESIGNATION -  39 72
 MJ0053  PID         -  MJ0053
 MJ0053  STATE/COUNTY-  IA/GUTHRIE
 MJ0053  USGS QUAD   -  GUTHRIE CENTER EAST (1982)
 MJ0053
 MJ0053                         *CURRENT SURVEY CONTROL
 MJ0053  ___________________________________________________________________
 MJ0053* NAD 83(1986)-  41 40 50.     (N)    094 28 24.     (W)     SCALED    
 MJ0053* NAVD 88     -       349.258  (meters)    1145.86   (feet)  ADJUSTED  
 MJ0053  ___________________________________________________________________
 MJ0053  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MJ0053  DYNAMIC HT  -         349.141 (meters)    1145.47  (feet)  COMP
 MJ0053  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 MJ0053
 MJ0053  VERT ORDER  -  SECOND    CLASS 0
 MJ0053
 MJ0053.The horizontal coordinates were scaled from a topographic map and have
 MJ0053.an estimated accuracy of +/- 6 seconds.
 MJ0053
 MJ0053.The orthometric height was determined by differential leveling
 MJ0053.and adjusted by the National Geodetic Survey in June 1991..
 MJ0053
 MJ0053.The geoid height was determined by GEOID03.
 MJ0053
 MJ0053.The dynamic height is computed by dividing the NAVD 88
 MJ0053.geopotential number by the normal gravity value computed on the
 MJ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0053.degrees latitude (g = 980.6199 gals.).
 MJ0053
 MJ0053.The modeled gravity was interpolated from observed gravity values.
 MJ0053
 MJ0053;                    North         East    Units  Estimated Accuracy
 MJ0053;SPC IA S     -   187,080.      418,960.      MT  (+/- 180 meters Scaled)
 MJ0053
 MJ0053                          SUPERSEDED SURVEY CONTROL
 MJ0053
 MJ0053  NGVD 29 (??/??/92)  349.218  (m)         1145.73   (f) ADJ UNCH    2 0
 MJ0053
 MJ0053.Superseded values are not recommended for survey control.
 MJ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0053.See file dsdata.txt to determine how the superseded data were derived.
 MJ0053
 MJ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG773153(NAD 83)
 MJ0053_MARKER: DD = SURVEY DISK
 MJ0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0053_STAMPING: 39-72
 MJ0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0053+STABILITY: SURFACE MOTION
 MJ0053
 MJ0053  HISTORY     - Date     Condition        Report By
 MJ0053  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0053  HISTORY     - 1951     GOOD             NGS
 MJ0053  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0053
 MJ0053                          STATION DESCRIPTION
 MJ0053
 MJ0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MJ0053'2.2 MI E FROM GUTHRIE CENTER.
 MJ0053'2.2 MILES EAST ALONG STATE HIGHWAY 64 FROM THE INTERSECTION OF
 MJ0053'STATE HIGHWAY 25 AT GUTHRIE CENTER, AT HIGHWAY STATION 787, AT
 MJ0053'THE JUNCTION OF A PRIVATE ROAD LEADING SOUTH, 30 FEET EAST OF THE
 MJ0053'CENTERLINE OF THE PRIVATE ROAD, 25 FEET SOUTH OF THE CENTERLINE
 MJ0053'OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A
 MJ0053'STATE SURVEY STANDARD DISK, STAMPED 39-72 AND SET IN THE TOP OF A
 MJ0053'CONCRETE POST.  1.5 MILES EAST OF GUTHRIE CENTER, QUARTER CORNER
 MJ0053'BETWEEN SEC. 4-5 OF T. 79 N., AND R. 31 W., 36 FEET E. AND 25
 MJ0053'FEET S. OF INTERSECTION OF SH 64 WITH ROAD N., NEAR SLAB STATION
 MJ0053'787, 1 FOOT ABOVE THE PAVEMENT.
 MJ0053
 MJ0053                          STATION RECOVERY (1980)
 MJ0053
 MJ0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0053'THERE IS ROAD CONSTRUCTION IS THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2146 ***********************************************************************
 AE2146  CBN         -  This is a Cooperative Base Network Control Station.
 AE2146  DESIGNATION -  39 RWM
 AE2146  PID         -  AE2146
 AE2146  STATE/COUNTY-  IA/DES MOINES
 AE2146  USGS QUAD   -  KINGSTON (1964)
 AE2146
 AE2146                         *CURRENT SURVEY CONTROL
 AE2146  ___________________________________________________________________
 AE2146* NAD 83(1996)-  40 54 21.33612(N)    091 04 34.60350(W)     ADJUSTED  
 AE2146* NAVD 88     -       215.9    (meters)     708.     (feet)  GPS OBS   
 AE2146  ___________________________________________________________________
 AE2146  X           -     -90,678.799 (meters)                     COMP
 AE2146  Y           -  -4,826,724.843 (meters)                     COMP
 AE2146  Z           -   4,154,652.670 (meters)                     COMP
 AE2146  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AE2146  ELLIP HEIGHT-         182.70  (meters)          (06/15/04) GPS OBS
 AE2146  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 AE2146
 AE2146  HORZ ORDER  -  B
 AE2146  ELLP ORDER  -  FOURTH    CLASS I
 AE2146
 AE2146.The horizontal coordinates were established by GPS observations
 AE2146.and adjusted by the National Geodetic Survey in August 1997..
 AE2146
 AE2146.The orthometric height was determined by GPS observations and a
 AE2146.high-resolution geoid model.
 AE2146
 AE2146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2146
 AE2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2146
 AE2146.The ellipsoidal height was determined by GPS observations
 AE2146.and is referenced to NAD 83.
 AE2146
 AE2146.The geoid height was determined by GEOID03.
 AE2146
 AE2146;                    North         East     Units Scale Factor Converg.
 AE2146;SPC IA S     -   103,446.274   704,175.621   MT  0.99996155   +1 35 47.4
 AE2146;UTM  15      - 4,530,095.566   662,022.113   MT  0.99992311   +1 15 35.9
 AE2146
 AE2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2146!SPC IA S     -   0.99997134  x   0.99996155  =   0.99993289
 AE2146!UTM  15      -   0.99997134  x   0.99992311  =   0.99989445
 AE2146
 AE2146                          SUPERSEDED SURVEY CONTROL
 AE2146
 AE2146  ELLIP H (08/25/97)  182.74   (m)                       GP(       ) 4 1
 AE2146
 AE2146.Superseded values are not recommended for survey control.
 AE2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2146.See file dsdata.txt to determine how the superseded data were derived.
 AE2146
 AE2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF6202230096(NAD 83)
 AE2146_MARKER: DB = BENCH MARK DISK
 AE2146_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE2146_STAMPING: 39 RWM 1963
 AE2146_MARK LOGO: USGS  
 AE2146_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2146+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1997
 AE2146
 AE2146  HISTORY     - Date     Condition        Report By
 AE2146  HISTORY     - 1963     MONUMENTED       USGS
 AE2146  HISTORY     - 19970620 GOOD             NGS
 AE2146
 AE2146                          STATION DESCRIPTION
 AE2146
 AE2146'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (RWM)
 AE2146'RECOVERED IN 1996 BY IOWA DOT.  THE STATION IS LOCATED 5.45 MI (8.77
 AE2146'KM) SOUTH-SOUTHWEST OF KINGSTON, NEAR THE CENTER OF SECTION 34, T 71
 AE2146'N, R 2 W.  TO REACH THE STATION FROM THE INTERSECTION OF IOWA STATE
 AE2146'HWY 99 AND 205TH STREET IN KINGSTON, GO SOUTH ON HWY 99 FOR 5.0 MI
 AE2146'(8.0 KM) TO STONY HOLLOW ROAD.  TURN RIGHT AND GO WEST ON STONY HOLLOW
 AE2146'ROAD FOR 1.2 MI (1.9 KM) TO A FARM ENTRANCE NORTH AND THE STATION ON
 AE2146'THE RIGHT.  LOCATED 0.4 MI (0.6 KM) EAST OF THE WEST 1/4 CORNER OF
 AE2146'SECTION 34, AT A T-JUNCTION OF A DRIVE AND A ROAD, 30 FT (9.1 M) NORTH
 AE2146'AND 27 FT (8.2 M) WEST OF THE ROAD, A STANDARD TABLET IN A CONCRETE
 AE2146'POST PROJECTING 0.5 FT, (15.2 CM) STAMPED--39 RWM 1963--.  A PINK
 AE2146'STATE HARN SURVEY SIGN WAS SET 0.3 M (1.0 FT) NORTH OF THE MONUMENT.
 AE2146
 AE2146                          STATION RECOVERY (1997)
 AE2146
 AE2146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE2146'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0145 ***********************************************************************
 NM0145  DESIGNATION -  390 BOLT
 NM0145  PID         -  NM0145
 NM0145  STATE/COUNTY-  IA/WOODBURY
 NM0145  USGS QUAD   -  SALIX (1976)
 NM0145
 NM0145                         *CURRENT SURVEY CONTROL
 NM0145  ___________________________________________________________________
 NM0145* NAD 83(1986)-  42 22 10.     (N)    096 19 54.     (W)     SCALED    
 NM0145* NAVD 88     -       330.895  (meters)    1085.61   (feet)  ADJUSTED  
 NM0145  ___________________________________________________________________
 NM0145  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 NM0145  DYNAMIC HT  -         330.790 (meters)    1085.27  (feet)  COMP
 NM0145  MODELED GRAV-     980,293.1   (mgal)                       NAVD 88
 NM0145
 NM0145  VERT ORDER  -  FIRST     CLASS II
 NM0145
 NM0145.The horizontal coordinates were scaled from a topographic map and have
 NM0145.an estimated accuracy of +/- 6 seconds.
 NM0145
 NM0145.The orthometric height was determined by differential leveling
 NM0145.and adjusted by the National Geodetic Survey in June 1991..
 NM0145
 NM0145.The geoid height was determined by GEOID03.
 NM0145
 NM0145.The dynamic height is computed by dividing the NAVD 88
 NM0145.geopotential number by the normal gravity value computed on the
 NM0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0145.degrees latitude (g = 980.6199 gals.).
 NM0145
 NM0145.The modeled gravity was interpolated from observed gravity values.
 NM0145
 NM0145;                    North         East    Units  Estimated Accuracy
 NM0145;SPC IA N     - 1,100,480.    1,266,810.      MT  (+/- 180 meters Scaled)
 NM0145
 NM0145                          SUPERSEDED SURVEY CONTROL
 NM0145
 NM0145  NGVD 29 (??/??/92)  330.736  (m)         1085.09   (f) ADJ UNCH    1 2
 NM0145
 NM0145.Superseded values are not recommended for survey control.
 NM0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0145.See file dsdata.txt to determine how the superseded data were derived.
 NM0145
 NM0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM197942(NAD 83)
 NM0145_MARKER: B = BOLT
 NM0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0145_SP_SET: STONE
 NM0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0145
 NM0145  HISTORY     - Date     Condition        Report By
 NM0145  HISTORY     - UNK      MONUMENTED       MORC
 NM0145  HISTORY     - 1948     GOOD             NGS
 NM0145  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0145
 NM0145                          STATION DESCRIPTION
 NM0145
 NM0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0145'2.9 MI SE FROM SERGEANT BLUFF.
 NM0145'2.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0145'FROM THE STATION AT SERGEANT BLUFF, 0.3 MILE NORTHWEST OF A
 NM0145'ROAD CROSSING, 198.8 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM
 NM0145'A T FENCE CORNER, 45.2 FEET NORTHEAST OF THE NORTHEAST RAIL
 NM0145'OF THE TRACK, 35.4 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 NM0145'75, 8.5 FEET SOUTHEAST OF A TELEGRAPH POLE, 1.8 FEET NORTHWEST
 NM0145'OF A REFERENCE POST, THE TOP OF A COPPER BOLT LEADED IN A
 NM0145'STONE 18 INCHES SQUARE AND SET ABOUT 4 FEET UNDERGROUND, ACCESS
 NM0145'TO WHICH IS HAD THROUGH AN IRON PIPE BEARING AN IRON CAP AND
 NM0145'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 NM0145
 NM0145                          STATION RECOVERY (1989)
 NM0145
 NM0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0144 ***********************************************************************
 NM0144  DESIGNATION -  390 CAP
 NM0144  PID         -  NM0144
 NM0144  STATE/COUNTY-  IA/WOODBURY
 NM0144  USGS QUAD   -  SALIX (1976)
 NM0144
 NM0144                         *CURRENT SURVEY CONTROL
 NM0144  ___________________________________________________________________
 NM0144* NAD 83(1986)-  42 22 11.     (N)    096 19 54.     (W)     SCALED    
 NM0144* NAVD 88     -       332.123  (meters)    1089.64   (feet)  ADJUSTED  
 NM0144  ___________________________________________________________________
 NM0144  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 NM0144  DYNAMIC HT  -         332.017 (meters)    1089.29  (feet)  COMP
 NM0144  MODELED GRAV-     980,293.1   (mgal)                       NAVD 88
 NM0144
 NM0144  VERT ORDER  -  FIRST     CLASS II
 NM0144
 NM0144.The horizontal coordinates were scaled from a topographic map and have
 NM0144.an estimated accuracy of +/- 6 seconds.
 NM0144
 NM0144.The orthometric height was determined by differential leveling
 NM0144.and adjusted by the National Geodetic Survey in June 1991..
 NM0144
 NM0144.The geoid height was determined by GEOID03.
 NM0144
 NM0144.The dynamic height is computed by dividing the NAVD 88
 NM0144.geopotential number by the normal gravity value computed on the
 NM0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0144.degrees latitude (g = 980.6199 gals.).
 NM0144
 NM0144.The modeled gravity was interpolated from observed gravity values.
 NM0144
 NM0144;                    North         East    Units  Estimated Accuracy
 NM0144;SPC IA N     - 1,100,510.    1,266,810.      MT  (+/- 180 meters Scaled)
 NM0144
 NM0144                          SUPERSEDED SURVEY CONTROL
 NM0144
 NM0144  NGVD 29 (??/??/92)  331.963  (m)         1089.12   (f) ADJ UNCH    1 2
 NM0144
 NM0144.Superseded values are not recommended for survey control.
 NM0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0144.See file dsdata.txt to determine how the superseded data were derived.
 NM0144
 NM0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM197942(NAD 83)
 NM0144_MARKER: P = PIPE CAP
 NM0144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0144_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0144
 NM0144  HISTORY     - Date     Condition        Report By
 NM0144  HISTORY     - UNK      MONUMENTED       MORC
 NM0144  HISTORY     - 1948     GOOD             NGS
 NM0144  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0144
 NM0144                          STATION DESCRIPTION
 NM0144
 NM0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0144'2.9 MI SE FROM SERGEANT BLUFF.
 NM0144'2.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0144'FROM THE STATION AT SERGEANT BLUFF, 0.3 MILE NORTHWEST OF A ROAD
 NM0144'CROSSING, 198.8 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM
 NM0144'A T FENCE CORNER, 45.2 FEET NORTHEAST OF THE NORTHEAST RAIL
 NM0144'OF THE TRACK, 35.4 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 NM0144'HIGHWAY 75, 8.5 FEET SOUTHEAST OF A TELEGRAPH POLE, 1.8 FEET
 NM0144'NORTHWEST OF A REFERENCE POST, A RAISED POINT ON TOP OF AN IRON
 NM0144'CAP WHICH IS BOLTED TO A 4-INCH IRON PIPE PROJECTING 0.8 FOOT
 NM0144'ABOVE THE GROUND.
 NM0144
 NM0144                          STATION RECOVERY (1989)
 NM0144
 NM0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0263 ***********************************************************************
 NM0263  DESIGNATION -  391
 NM0263  PID         -  NM0263
 NM0263  STATE/COUNTY-  IA/WOODBURY
 NM0263  USGS QUAD   -  ALBATON (1969)
 NM0263
 NM0263                         *CURRENT SURVEY CONTROL
 NM0263  ___________________________________________________________________
 NM0263* NAD 83(1986)-  42 14 37.     (N)    096 17 58.     (W)     SCALED    
 NM0263* NAVD 88     -       329.659  (meters)    1081.56   (feet)  ADJUSTED  
 NM0263  ___________________________________________________________________
 NM0263  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 NM0263  DYNAMIC HT  -         329.550 (meters)    1081.20  (feet)  COMP
 NM0263  MODELED GRAV-     980,280.5   (mgal)                       NAVD 88
 NM0263
 NM0263  VERT ORDER  -  SECOND    CLASS 0
 NM0263
 NM0263.The horizontal coordinates were scaled from a topographic map and have
 NM0263.an estimated accuracy of +/- 6 seconds.
 NM0263
 NM0263.The orthometric height was determined by differential leveling
 NM0263.and adjusted by the National Geodetic Survey in June 1991..
 NM0263
 NM0263.The geoid height was determined by GEOID03.
 NM0263
 NM0263.The dynamic height is computed by dividing the NAVD 88
 NM0263.geopotential number by the normal gravity value computed on the
 NM0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0263.degrees latitude (g = 980.6199 gals.).
 NM0263
 NM0263.The modeled gravity was interpolated from observed gravity values.
 NM0263
 NM0263;                    North         East    Units  Estimated Accuracy
 NM0263;SPC IA N     - 1,086,420.    1,269,000.      MT  (+/- 180 meters Scaled)
 NM0263
 NM0263                          SUPERSEDED SURVEY CONTROL
 NM0263
 NM0263  NGVD 29 (??/??/92)  329.506  (m)         1081.05   (f) ADJ UNCH    2 0
 NM0263
 NM0263.Superseded values are not recommended for survey control.
 NM0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0263.See file dsdata.txt to determine how the superseded data were derived.
 NM0263
 NM0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM228803(NAD 83)
 NM0263_MARKER: DD = SURVEY DISK
 NM0263_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NM0263+WITH SETTING: INTO GROUND
 NM0263_STAMPING: 391 391
 NM0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0263+STABILITY: SURFACE MOTION
 NM0263
 NM0263  HISTORY     - Date     Condition        Report By
 NM0263  HISTORY     - UNK      MONUMENTED       MORC
 NM0263  HISTORY     - 1948     GOOD             NGS
 NM0263
 NM0263                          STATION DESCRIPTION
 NM0263
 NM0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0263'5.6 MI NW FROM SLOAN.
 NM0263'2.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0263'FROM THE STATION AT SLOAN, THENCE 2.1 MILES WEST ALONG A GRAVEL
 NM0263'ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.5 MILE
 NM0263'WEST ALONG A DIRT ROAD, NEAR A AIR-WAY BEACON, 63.5 FEET NORTH
 NM0263'OF THE NORTHEAST CORNER FENCE POST WHICH IS ALSO THE WEST GATE
 NM0263'POST FOR THE FENCE AROUND THE BEACON TOWER, 31.0 FEET NORTH OF THE
 NM0263'CENTER LINE OF THE EAST-WEST ROAD, 6.8 FEET NORTH OF A 3-WAY CORNER
 NM0263'FENCE POST, 2.0 FEET EAST OF A FENCE, 1.7 FEET SOUTH OF A REFERENCE
 NM0263'POST.  A MISSOURI RIVER COMMISSION 1 1/2-INCH BRONZE DISK WELDED
 NM0263'ON THE TOP OF A 1 1/2-INCH IRON PIPE AND PROJECTING 0.3 FOOT ABOVE
 NM0263'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0153 ***********************************************************************
 NM0153  DESIGNATION -  391 BOLT
 NM0153  PID         -  NM0153
 NM0153  STATE/COUNTY-  IA/WOODBURY
 NM0153  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM0153
 NM0153                         *CURRENT SURVEY CONTROL
 NM0153  ___________________________________________________________________
 NM0153* NAD 83(1986)-  42 24 24.     (N)    096 21 45.     (W)     SCALED    
 NM0153* NAVD 88     -       332.411  (meters)    1090.59   (feet)  ADJUSTED  
 NM0153  ___________________________________________________________________
 NM0153  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 NM0153  DYNAMIC HT  -         332.304 (meters)    1090.23  (feet)  COMP
 NM0153  MODELED GRAV-     980,289.5   (mgal)                       NAVD 88
 NM0153
 NM0153  VERT ORDER  -  FIRST     CLASS II
 NM0153
 NM0153.The horizontal coordinates were scaled from a topographic map and have
 NM0153.an estimated accuracy of +/- 6 seconds.
 NM0153
 NM0153.The orthometric height was determined by differential leveling
 NM0153.and adjusted by the National Geodetic Survey in June 1991..
 NM0153
 NM0153.The geoid height was determined by GEOID03.
 NM0153
 NM0153.The dynamic height is computed by dividing the NAVD 88
 NM0153.geopotential number by the normal gravity value computed on the
 NM0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0153.degrees latitude (g = 980.6199 gals.).
 NM0153
 NM0153.The modeled gravity was interpolated from observed gravity values.
 NM0153
 NM0153;                    North         East    Units  Estimated Accuracy
 NM0153;SPC IA N     - 1,104,700.    1,264,410.      MT  (+/- 180 meters Scaled)
 NM0153
 NM0153                          SUPERSEDED SURVEY CONTROL
 NM0153
 NM0153  NGVD 29 (??/??/92)  332.250  (m)         1090.06   (f) ADJ UNCH    1 2
 NM0153
 NM0153.Superseded values are not recommended for survey control.
 NM0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0153.See file dsdata.txt to determine how the superseded data were derived.
 NM0153
 NM0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM170983(NAD 83)
 NM0153_MARKER: B = BOLT
 NM0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0153_SP_SET: STONE
 NM0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0153
 NM0153  HISTORY     - Date     Condition        Report By
 NM0153  HISTORY     - UNK      MONUMENTED       MORC
 NM0153  HISTORY     - 1948     GOOD             NGS
 NM0153  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0153
 NM0153                          STATION DESCRIPTION
 NM0153
 NM0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0153'AT SERGEANT BLUFF.
 NM0153'AT SERGEANT BLUFF, 79.0 FEET WEST OF THE CENTER LINE OF WALNUT
 NM0153'STREET, 10.7 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK
 NM0153'ALONG THE NORTH SIDE OF TENTH STREET, 8.4 FEET SOUTHWEST OF
 NM0153'THE SOUTHWEST CORNER OF THE H.E. KENNEDY RESIDENCE, THE TOP
 NM0153'OF A COPPER BOLT LEADED IN A STONE 18 INCHES SQUARE AND SET
 NM0153'ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN
 NM0153'IRON PIPE BEARING AN IRON CAP AND PROJECTING 0.9 FOOT ABOVE
 NM0153'THE GROUND.
 NM0153
 NM0153                          STATION RECOVERY (1989)
 NM0153
 NM0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0152 ***********************************************************************
 NM0152  DESIGNATION -  391 CAP
 NM0152  PID         -  NM0152
 NM0152  STATE/COUNTY-  IA/WOODBURY
 NM0152  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM0152
 NM0152                         *CURRENT SURVEY CONTROL
 NM0152  ___________________________________________________________________
 NM0152* NAD 83(1986)-  42 24 24.     (N)    096 21 45.     (W)     SCALED    
 NM0152* NAVD 88     -       333.629  (meters)    1094.58   (feet)  ADJUSTED  
 NM0152  ___________________________________________________________________
 NM0152  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 NM0152  DYNAMIC HT  -         333.521 (meters)    1094.23  (feet)  COMP
 NM0152  MODELED GRAV-     980,289.5   (mgal)                       NAVD 88
 NM0152
 NM0152  VERT ORDER  -  FIRST     CLASS II
 NM0152
 NM0152.The horizontal coordinates were scaled from a topographic map and have
 NM0152.an estimated accuracy of +/- 6 seconds.
 NM0152
 NM0152.The orthometric height was determined by differential leveling
 NM0152.and adjusted by the National Geodetic Survey in June 1991..
 NM0152
 NM0152.The geoid height was determined by GEOID03.
 NM0152
 NM0152.The dynamic height is computed by dividing the NAVD 88
 NM0152.geopotential number by the normal gravity value computed on the
 NM0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0152.degrees latitude (g = 980.6199 gals.).
 NM0152
 NM0152.The modeled gravity was interpolated from observed gravity values.
 NM0152
 NM0152;                    North         East    Units  Estimated Accuracy
 NM0152;SPC IA N     - 1,104,700.    1,264,410.      MT  (+/- 180 meters Scaled)
 NM0152
 NM0152                          SUPERSEDED SURVEY CONTROL
 NM0152
 NM0152  NGVD 29 (??/??/92)  333.468  (m)         1094.05   (f) ADJ UNCH    1 2
 NM0152
 NM0152.Superseded values are not recommended for survey control.
 NM0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0152.See file dsdata.txt to determine how the superseded data were derived.
 NM0152
 NM0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM170983(NAD 83)
 NM0152_MARKER: P = PIPE CAP
 NM0152_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0152_SP_SET: METAL PIPE IMBEDDED IN GROUND
 NM0152_MARK LOGO: MORC  
 NM0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0152+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1989
 NM0152
 NM0152  HISTORY     - Date     Condition        Report By
 NM0152  HISTORY     - UNK      MONUMENTED       MORC
 NM0152  HISTORY     - 1948     GOOD             NGS
 NM0152  HISTORY     - 19890911 GOOD             NGS
 NM0152
 NM0152                          STATION DESCRIPTION
 NM0152
 NM0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0152'AT SERGEANT BLUFF.
 NM0152'AT SERGEANT BLUFF, 79.0 FEET WEST OF THE CENTER LINE OF WALNUT
 NM0152'STREET, 10.7 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK
 NM0152'ALONG THE NORTH SIDE OF TENTH STREET, 8.4 FEET SOUTHWEST OF THE
 NM0152'SOUTHWEST CORNER OF THE H.E. KENNEDY RESIDENCE, A RAISED POINT
 NM0152'ON TOP OF AN IRON CAP WHICH IS BOLTED TO THE TOP OF A 4-INCH
 NM0152'IRON PIPE WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 NM0152
 NM0152                          STATION RECOVERY (1989)
 NM0152
 NM0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0152'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 NM0152'CHANGE--WALNUT, TO C, AND TENTH, TO 7TH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0165 ***********************************************************************
 NM0165  DESIGNATION -  392 BOLT
 NM0165  PID         -  NM0165
 NM0165  STATE/COUNTY-  IA/WOODBURY
 NM0165  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM0165
 NM0165                         *CURRENT SURVEY CONTROL
 NM0165  ___________________________________________________________________
 NM0165* NAD 83(1986)-  42 26 42.     (N)    096 22 24.     (W)     SCALED    
 NM0165* NAVD 88     -       333.248  (meters)    1093.33   (feet)  ADJUSTED  
 NM0165  ___________________________________________________________________
 NM0165  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 NM0165  DYNAMIC HT  -         333.140 (meters)    1092.98  (feet)  COMP
 NM0165  MODELED GRAV-     980,288.8   (mgal)                       NAVD 88
 NM0165
 NM0165  VERT ORDER  -  FIRST     CLASS II
 NM0165
 NM0165.The horizontal coordinates were scaled from a topographic map and have
 NM0165.an estimated accuracy of +/- 6 seconds.
 NM0165
 NM0165.The orthometric height was determined by differential leveling
 NM0165.and adjusted by the National Geodetic Survey in June 1991..
 NM0165
 NM0165.The geoid height was determined by GEOID03.
 NM0165
 NM0165.The dynamic height is computed by dividing the NAVD 88
 NM0165.geopotential number by the normal gravity value computed on the
 NM0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0165.degrees latitude (g = 980.6199 gals.).
 NM0165
 NM0165.The modeled gravity was interpolated from observed gravity values.
 NM0165
 NM0165;                    North         East    Units  Estimated Accuracy
 NM0165;SPC IA N     - 1,108,980.    1,263,670.      MT  (+/- 180 meters Scaled)
 NM0165
 NM0165                          SUPERSEDED SURVEY CONTROL
 NM0165
 NM0165  NGVD 29 (??/??/92)  333.087  (m)         1092.80   (f) ADJ UNCH    1 2
 NM0165
 NM0165.Superseded values are not recommended for survey control.
 NM0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0165.See file dsdata.txt to determine how the superseded data were derived.
 NM0165
 NM0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN160025(NAD 83)
 NM0165_MARKER: B = BOLT
 NM0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0165_SP_SET: STONE
 NM0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0165
 NM0165  HISTORY     - Date     Condition        Report By
 NM0165  HISTORY     - UNK      MONUMENTED       MORC
 NM0165  HISTORY     - 1948     GOOD             NGS
 NM0165  HISTORY     - 19890822 MARK NOT FOUND   NGS
 NM0165
 NM0165                          STATION DESCRIPTION
 NM0165
 NM0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0165'3.1 MI N FROM SERGEANT BLUFF.
 NM0165'3.1 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NM0165'THE STATION AT SERGEANT BLUFF, AT A ROAD CROSSING, 53.8 FEET
 NM0165'SOUTH OF THE 5TH POLE NORTH OF THE CROSSING, 53.3 FEET WEST OF
 NM0165'THE CENTER LINE OF U.S. HIGHWAY 75, 44.3 FEET EAST OF THE EAST
 NM0165'RAIL OF THE TRACK, 4.0 FEET EAST OF A POINT IN LINE WITH A ROW
 NM0165'OF TELEGRAPH POLES, 1.0 FOOT SOUTH OF A REFERENCE POST, THE TOP
 NM0165'OF A COPPER BOLT LEADED IN A STONE 18 INCHES SQUARE AND SET ABOUT
 NM0165'4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 NM0165'BEARING AN IRON CAP AND PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0165
 NM0165                          STATION RECOVERY (1989)
 NM0165
 NM0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0164 ***********************************************************************
 NM0164  DESIGNATION -  392 CAP
 NM0164  PID         -  NM0164
 NM0164  STATE/COUNTY-  IA/WOODBURY
 NM0164  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM0164
 NM0164                         *CURRENT SURVEY CONTROL
 NM0164  ___________________________________________________________________
 NM0164* NAD 83(1986)-  42 26 42.     (N)    096 22 24.     (W)     SCALED    
 NM0164* NAVD 88     -       334.476  (meters)    1097.36   (feet)  ADJUSTED  
 NM0164  ___________________________________________________________________
 NM0164  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 NM0164  DYNAMIC HT  -         334.368 (meters)    1097.01  (feet)  COMP
 NM0164  MODELED GRAV-     980,288.8   (mgal)                       NAVD 88
 NM0164
 NM0164  VERT ORDER  -  FIRST     CLASS II
 NM0164
 NM0164.The horizontal coordinates were scaled from a topographic map and have
 NM0164.an estimated accuracy of +/- 6 seconds.
 NM0164
 NM0164.The orthometric height was determined by differential leveling
 NM0164.and adjusted by the National Geodetic Survey in June 1991..
 NM0164
 NM0164.The geoid height was determined by GEOID03.
 NM0164
 NM0164.The dynamic height is computed by dividing the NAVD 88
 NM0164.geopotential number by the normal gravity value computed on the
 NM0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0164.degrees latitude (g = 980.6199 gals.).
 NM0164
 NM0164.The modeled gravity was interpolated from observed gravity values.
 NM0164
 NM0164;                    North         East    Units  Estimated Accuracy
 NM0164;SPC IA N     - 1,108,980.    1,263,670.      MT  (+/- 180 meters Scaled)
 NM0164
 NM0164                          SUPERSEDED SURVEY CONTROL
 NM0164
 NM0164  NGVD 29 (??/??/92)  334.313  (m)         1096.83   (f) ADJ UNCH    1 2
 NM0164
 NM0164.Superseded values are not recommended for survey control.
 NM0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0164.See file dsdata.txt to determine how the superseded data were derived.
 NM0164
 NM0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN160025(NAD 83)
 NM0164_MARKER: P = PIPE CAP
 NM0164_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0164_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0164
 NM0164  HISTORY     - Date     Condition        Report By
 NM0164  HISTORY     - UNK      MONUMENTED       MORC
 NM0164  HISTORY     - 1948     GOOD             NGS
 NM0164  HISTORY     - 19890822 MARK NOT FOUND   NGS
 NM0164
 NM0164                          STATION DESCRIPTION
 NM0164
 NM0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0164'3.1 MI N FROM SERGEANT BLUFF.
 NM0164'3.1 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NM0164'THE STATION AT SERGEANT BLUFF, 0.8 MILE SOUTH OF BENCH MARK G 128,
 NM0164'AT A ROAD CROSSING, 53.8 FEET SOUTH OF THE 5TH POLE NORTH OR THE
 NM0164'CROSSING, 53.3 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 75,
 NM0164'44.3 FEET EAST OF THE EAST RAIL OF THE TRACK, 4.0 FEET EAST OF
 NM0164'A POINT IN LINE WITH A ROW OF TELEGRAPH POLES, 1.0 FOOT SOUTH OF
 NM0164'A REFERENCE POST, A RAISED POINT ON TOP OF AN IRON CAP WHICH IS
 NM0164'BOLTED TO THE TOP OF A 4-INCH IRON PIPE PROJECTING 0.5 FOOT
 NM0164'ABOVE THE GROUND.
 NM0164
 NM0164                          STATION RECOVERY (1989)
 NM0164
 NM0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0255 ***********************************************************************
 NM0255  DESIGNATION -  393
 NM0255  PID         -  NM0255
 NM0255  STATE/COUNTY-  IA/WOODBURY
 NM0255  USGS QUAD   -  SALIX (1976)
 NM0255
 NM0255                         *CURRENT SURVEY CONTROL
 NM0255  ___________________________________________________________________
 NM0255* NAD 83(1986)-  42 17 07.     (N)    096 18 34.     (W)     SCALED    
 NM0255* NAVD 88     -       329.430  (meters)    1080.80   (feet)  ADJUSTED  
 NM0255  ___________________________________________________________________
 NM0255  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 NM0255  DYNAMIC HT  -         329.323 (meters)    1080.45  (feet)  COMP
 NM0255  MODELED GRAV-     980,285.9   (mgal)                       NAVD 88
 NM0255
 NM0255  VERT ORDER  -  SECOND    CLASS 0
 NM0255
 NM0255.The horizontal coordinates were scaled from a topographic map and have
 NM0255.an estimated accuracy of +/- 6 seconds.
 NM0255
 NM0255.The orthometric height was determined by differential leveling
 NM0255.and adjusted by the National Geodetic Survey in June 1991..
 NM0255
 NM0255.The geoid height was determined by GEOID03.
 NM0255
 NM0255.The dynamic height is computed by dividing the NAVD 88
 NM0255.geopotential number by the normal gravity value computed on the
 NM0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0255.degrees latitude (g = 980.6199 gals.).
 NM0255
 NM0255.The modeled gravity was interpolated from observed gravity values.
 NM0255
 NM0255;                    North         East    Units  Estimated Accuracy
 NM0255;SPC IA N     - 1,091,080.    1,268,330.      MT  (+/- 180 meters Scaled)
 NM0255
 NM0255                          SUPERSEDED SURVEY CONTROL
 NM0255
 NM0255  NGVD 29 (??/??/92)  329.277  (m)         1080.30   (f) ADJ UNCH    2 0
 NM0255
 NM0255.Superseded values are not recommended for survey control.
 NM0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0255.See file dsdata.txt to determine how the superseded data were derived.
 NM0255
 NM0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM218849(NAD 83)
 NM0255_MARKER: DD = SURVEY DISK
 NM0255_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NM0255+WITH SETTING: INTO GROUND
 NM0255_STAMPING: 393 393 393
 NM0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0255+STABILITY: SURFACE MOTION
 NM0255
 NM0255  HISTORY     - Date     Condition        Report By
 NM0255  HISTORY     - UNK      MONUMENTED       MORC
 NM0255  HISTORY     - 1948     GOOD             NGS
 NM0255
 NM0255                          STATION DESCRIPTION
 NM0255
 NM0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0255'3.2 MI S FROM SALIX.
 NM0255'0.6 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0255'FROM THE STATION AT SALIX, THENCE 1.5 MILES WEST ALONG A GRAVEL
 NM0255'ROAD, THENCE 1.1 MILES SOUTH ALONG A GRAVEL ROAD, 0.1 MILE SOUTH
 NM0255'OF A ROAD CROSSING, ALONG THE EAST EDGE OF A CULTIVATED FIELD,
 NM0255'84.0 FEET NORTH OF THE THIRD POLE SOUTH OF THE CROSSING, 34.0
 NM0255'FEET WEST OF THE CENTER LINE OF THE ROAD, 3.7 FEET WEST OF A POINT
 NM0255'IN LINE WITH THE POLES, 1.3 FEET NORTH OF A REFERENCE POST.  A
 NM0255'MISSOURI RIVER COMMISSION 1 1/2-INCH BRONZE DISK WELDED ON THE
 NM0255'TOP OF A 1 1/2-INCH IRON PIPE AND PROJECTING 0.3 FOOT ABOVE THE
 NM0255'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0169 ***********************************************************************
 NM0169  DESIGNATION -  393 BOLT
 NM0169  PID         -  NM0169
 NM0169  STATE/COUNTY-  IA/WOODBURY
 NM0169  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0169
 NM0169                         *CURRENT SURVEY CONTROL
 NM0169  ___________________________________________________________________
 NM0169* NAD 83(1986)-  42 28 27.     (N)    096 22 57.     (W)     SCALED    
 NM0169* NAVD 88     -       334.770  (meters)    1098.32   (feet)  ADJUSTED  
 NM0169  ___________________________________________________________________
 NM0169  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 NM0169  DYNAMIC HT  -         334.663 (meters)    1097.97  (feet)  COMP
 NM0169  MODELED GRAV-     980,292.5   (mgal)                       NAVD 88
 NM0169
 NM0169  VERT ORDER  -  FIRST     CLASS II
 NM0169
 NM0169.The horizontal coordinates were scaled from a topographic map and have
 NM0169.an estimated accuracy of +/- 6 seconds.
 NM0169
 NM0169.The orthometric height was determined by differential leveling
 NM0169.and adjusted by the National Geodetic Survey in June 1991..
 NM0169
 NM0169.The geoid height was determined by GEOID03.
 NM0169
 NM0169.The dynamic height is computed by dividing the NAVD 88
 NM0169.geopotential number by the normal gravity value computed on the
 NM0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0169.degrees latitude (g = 980.6199 gals.).
 NM0169
 NM0169.The modeled gravity was interpolated from observed gravity values.
 NM0169
 NM0169;                    North         East    Units  Estimated Accuracy
 NM0169;SPC IA N     - 1,112,250.    1,263,020.      MT  (+/- 180 meters Scaled)
 NM0169
 NM0169                          SUPERSEDED SURVEY CONTROL
 NM0169
 NM0169  NGVD 29 (??/??/92)  334.610  (m)         1097.80   (f) ADJ UNCH    1 2
 NM0169
 NM0169.Superseded values are not recommended for survey control.
 NM0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0169.See file dsdata.txt to determine how the superseded data were derived.
 NM0169
 NM0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN151057(NAD 83)
 NM0169_MARKER: B = BOLT
 NM0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0169_SP_SET: STONE
 NM0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0169
 NM0169  HISTORY     - Date     Condition        Report By
 NM0169  HISTORY     - UNK      MONUMENTED       MORC
 NM0169  HISTORY     - 1948     GOOD             NGS
 NM0169  HISTORY     - 19890822 MARK NOT FOUND   NGS
 NM0169
 NM0169                          STATION DESCRIPTION
 NM0169
 NM0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0169'AT SIOUX CITY.
 NM0169'AT SIOUX CITY, 564.0 FEET SOUTH OF THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0169'AND OMAHA RAILWAY BRIDGE OVER THE MISSOURI RIVER, 25.0 FEET
 NM0169'SOUTH OF A TELEGRAPH POLE, 20.0 FEET EAST OF THE CENTER LINE
 NM0169'OF THE CHICAGO AND NORTH WESTERN RAILWAY TRACK, 31.0 FEET WEST
 NM0169'OF A 10-INCH HACKBERRY TREE, THE TOP OF A COPPER BOLT LEADED
 NM0169'IN A STONE 18 INCHES SQUARE AND SET ABOUT 8 FEET UNDERGROUND,
 NM0169'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING AN IRON CAP
 NM0169'AND ABOUT 4 FEET UNDERGROUND.  ACCESS TO THE CAP IS HAD THROUGH
 NM0169'A 50-GALLON OIL DRUM WITH THE TOP AND BOTTOM REMOVED.  THE DRUM
 NM0169'IS LIKELY TO BECOME FILLED WITH DEBRIS FROM TIME TO TIME AS THERE
 NM0169'IS NO COVER OVER THE TOP OF IT.
 NM0169
 NM0169                          STATION RECOVERY (1989)
 NM0169
 NM0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0168 ***********************************************************************
 NM0168  DESIGNATION -  393 CAP
 NM0168  PID         -  NM0168
 NM0168  STATE/COUNTY-  IA/WOODBURY
 NM0168  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0168
 NM0168                         *CURRENT SURVEY CONTROL
 NM0168  ___________________________________________________________________
 NM0168* NAD 83(1986)-  42 28 27.     (N)    096 22 57.     (W)     SCALED    
 NM0168* NAVD 88     -       336.001  (meters)    1102.36   (feet)  ADJUSTED  
 NM0168  ___________________________________________________________________
 NM0168  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 NM0168  DYNAMIC HT  -         335.894 (meters)    1102.01  (feet)  COMP
 NM0168  MODELED GRAV-     980,292.5   (mgal)                       NAVD 88
 NM0168
 NM0168  VERT ORDER  -  FIRST     CLASS II
 NM0168
 NM0168.The horizontal coordinates were scaled from a topographic map and have
 NM0168.an estimated accuracy of +/- 6 seconds.
 NM0168
 NM0168.The orthometric height was determined by differential leveling
 NM0168.and adjusted by the National Geodetic Survey in June 1991..
 NM0168
 NM0168.The geoid height was determined by GEOID03.
 NM0168
 NM0168.The dynamic height is computed by dividing the NAVD 88
 NM0168.geopotential number by the normal gravity value computed on the
 NM0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0168.degrees latitude (g = 980.6199 gals.).
 NM0168
 NM0168.The modeled gravity was interpolated from observed gravity values.
 NM0168
 NM0168;                    North         East    Units  Estimated Accuracy
 NM0168;SPC IA N     - 1,112,250.    1,263,020.      MT  (+/- 180 meters Scaled)
 NM0168
 NM0168                          SUPERSEDED SURVEY CONTROL
 NM0168
 NM0168  NGVD 29 (??/??/92)  335.837  (m)         1101.83   (f) ADJ UNCH    1 2
 NM0168
 NM0168.Superseded values are not recommended for survey control.
 NM0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0168.See file dsdata.txt to determine how the superseded data were derived.
 NM0168
 NM0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN151057(NAD 83)
 NM0168_MARKER: P = PIPE CAP
 NM0168_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0168_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0168
 NM0168  HISTORY     - Date     Condition        Report By
 NM0168  HISTORY     - UNK      MONUMENTED       MORC
 NM0168  HISTORY     - 1948     GOOD             NGS
 NM0168  HISTORY     - 19890822 MARK NOT FOUND   NGS
 NM0168
 NM0168                          STATION DESCRIPTION
 NM0168
 NM0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0168'AT SIOUX CITY.
 NM0168'AT SIOUX CITY, 564.0 FEET SOUTH OF THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0168'AND OMAHA RAILWAY BRIDGE OVER THE MISSOURI RIVER, 25.0 FEET
 NM0168'SOUTH OF A TELEGRAPH POLE, 20.0 FEET EAST OF THE CENTER LINE OF
 NM0168'THE CHICAGO AND NORTH WESTERN RAILWAY TRACK, 31.0 FEET WEST OF
 NM0168'A 10-INCH HACKBERRY TREE, THE TOP OF A COPPER BOLT LEADED IN A STONE
 NM0168'18 INCHES SQUARE AND SET ABOUT 8 FEET UNDERGROUND, ACCESS TO WHICH
 NM0168'IS HAD THROUGH AN IRON PIPE BEARING AN IRON CAP AND ABOUT 4
 NM0168'FEET UNDERGROUND.  ACCESS TO THE CAP IS HAD THROUGH A 50-GALLON
 NM0168'OIL DRUM WITH THE TOP AND BOTTOM REMOVED.  THE DRUM IS LIKELY TO
 NM0168'BECOME FILLED WITH DEBRIS FROM TIME TO TIME AS THERE IS NO COVER
 NM0168'OVER THE TOP OF IT.
 NM0168
 NM0168                          STATION RECOVERY (1989)
 NM0168
 NM0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0174 ***********************************************************************
 NM0174  DESIGNATION -  394
 NM0174  PID         -  NM0174
 NM0174  STATE/COUNTY-  IA/WOODBURY
 NM0174  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0174
 NM0174                         *CURRENT SURVEY CONTROL
 NM0174  ___________________________________________________________________
 NM0174* NAD 83(1986)-  42 28 32.     (N)    096 23 02.     (W)     SCALED    
 NM0174* NAVD 88     -       337.130  (meters)    1106.07   (feet)  ADJUSTED  
 NM0174  ___________________________________________________________________
 NM0174  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 NM0174  DYNAMIC HT  -         337.022 (meters)    1105.71  (feet)  COMP
 NM0174  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 NM0174
 NM0174  VERT ORDER  -  FIRST     CLASS II
 NM0174
 NM0174.The horizontal coordinates were scaled from a topographic map and have
 NM0174.an estimated accuracy of +/- 6 seconds.
 NM0174
 NM0174.The orthometric height was determined by differential leveling
 NM0174.and adjusted by the National Geodetic Survey in June 1991..
 NM0174
 NM0174.The geoid height was determined by GEOID03.
 NM0174
 NM0174.The dynamic height is computed by dividing the NAVD 88
 NM0174.geopotential number by the normal gravity value computed on the
 NM0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0174.degrees latitude (g = 980.6199 gals.).
 NM0174
 NM0174.The modeled gravity was interpolated from observed gravity values.
 NM0174
 NM0174;                    North         East    Units  Estimated Accuracy
 NM0174;SPC IA N     - 1,112,410.    1,262,910.      MT  (+/- 180 meters Scaled)
 NM0174
 NM0174                          SUPERSEDED SURVEY CONTROL
 NM0174
 NM0174  NGVD 29 (??/??/92)  336.967  (m)         1105.53   (f) ADJ UNCH    1 2
 NM0174
 NM0174.Superseded values are not recommended for survey control.
 NM0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0174.See file dsdata.txt to determine how the superseded data were derived.
 NM0174
 NM0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN150058(NAD 83)
 NM0174_MARKER: B = BOLT
 NM0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0174_SP_SET: BRIDGE
 NM0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0174
 NM0174  HISTORY     - Date     Condition        Report By
 NM0174  HISTORY     - UNK      MONUMENTED       MORC
 NM0174  HISTORY     - 1948     GOOD             NGS
 NM0174  HISTORY     - 19890822 MARK NOT FOUND   NGS
 NM0174
 NM0174                          STATION DESCRIPTION
 NM0174
 NM0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0174'AT SIOUX CITY.
 NM0174'AT SIOUX CITY, WOODBURY COUNTY, AT THE CHICAGO, ST. PAUL,
 NM0174'MINNEAPOLIS AND OMAHA RAILWAY BRIDGE ACROSS MISSOURI RIVER, AT
 NM0174'THE NORTHWEST CORNER OF THE EAST PIER, IN THE SEVENTEENTH COURSE
 NM0174'OF MASONRY BELOW THE COPING COURSE, AND ABOUT 2 FEET HIGHER
 NM0174'THAN THE GROUND.  THE CENTER OF A COPPER BOLT LEADED HORIZONTALLY
 NM0174'INTO THE STONE.
 NM0174
 NM0174                          STATION RECOVERY (1989)
 NM0174
 NM0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0172 ***********************************************************************
 NM0172  DESIGNATION -  395 BOLT
 NM0172  PID         -  NM0172
 NM0172  STATE/COUNTY-  IA/WOODBURY
 NM0172  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0172
 NM0172                         *CURRENT SURVEY CONTROL
 NM0172  ___________________________________________________________________
 NM0172* NAD 83(1986)-  42 28 32.     (N)    096 23 02.     (W)     SCALED    
 NM0172* NAVD 88     -       332.361  (meters)    1090.42   (feet)  ADJUSTED  
 NM0172  ___________________________________________________________________
 NM0172  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 NM0172  DYNAMIC HT  -         332.255 (meters)    1090.07  (feet)  COMP
 NM0172  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 NM0172
 NM0172  VERT ORDER  -  FIRST     CLASS II
 NM0172
 NM0172.The horizontal coordinates were scaled from a topographic map and have
 NM0172.an estimated accuracy of +/- 6 seconds.
 NM0172
 NM0172.The orthometric height was determined by differential leveling
 NM0172.and adjusted by the National Geodetic Survey in June 1991..
 NM0172
 NM0172.The geoid height was determined by GEOID03.
 NM0172
 NM0172.The dynamic height is computed by dividing the NAVD 88
 NM0172.geopotential number by the normal gravity value computed on the
 NM0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0172.degrees latitude (g = 980.6199 gals.).
 NM0172
 NM0172.The modeled gravity was interpolated from observed gravity values.
 NM0172
 NM0172;                    North         East    Units  Estimated Accuracy
 NM0172;SPC IA N     - 1,112,410.    1,262,910.      MT  (+/- 180 meters Scaled)
 NM0172
 NM0172                          SUPERSEDED SURVEY CONTROL
 NM0172
 NM0172  NGVD 29 (??/??/92)  332.200  (m)         1089.89   (f) ADJ UNCH    1 2
 NM0172
 NM0172.Superseded values are not recommended for survey control.
 NM0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0172.See file dsdata.txt to determine how the superseded data were derived.
 NM0172
 NM0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN150058(NAD 83)
 NM0172_MARKER: B = BOLT
 NM0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0172_SP_SET: STONE
 NM0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0172
 NM0172  HISTORY     - Date     Condition        Report By
 NM0172  HISTORY     - UNK      MONUMENTED       MORC
 NM0172  HISTORY     - 1948     GOOD             NGS
 NM0172  HISTORY     - 19890822 MARK NOT FOUND   NGS
 NM0172
 NM0172                          STATION DESCRIPTION
 NM0172
 NM0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0172'AT SIOUX CITY.
 NM0172'AT SIOUX CITY, AT THE CHICAGO, ST. PAUL AND OMAHA RAILWAY BRIDGE
 NM0172'ACROSS THE MISSOURI RIVER, 103.0 FEET WEST OF THE WEST SIDE OF
 NM0172'THE EAST SHORE PIER, DIRECTLY UNDER THE NORTH TRUSS OF THE EAST
 NM0172'SPAN, 69.0 FEET WEST OF THE CHICAGO AND NORTH WESTERN RAILWAY,
 NM0172'THE TOP OF A COPPER BOLT LEADED IN A STONE 18 INCH SQUARE AND SET
 NM0172'ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 NM0172'PIPE BEARING AN IRON CAP AND PROJECTING 1.3 FEET ABOVE THE GROUND.
 NM0172
 NM0172                          STATION RECOVERY (1989)
 NM0172
 NM0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0171 ***********************************************************************
 NM0171  DESIGNATION -  395 CAP
 NM0171  PID         -  NM0171
 NM0171  STATE/COUNTY-  IA/WOODBURY
 NM0171  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0171
 NM0171                         *CURRENT SURVEY CONTROL
 NM0171  ___________________________________________________________________
 NM0171* NAD 83(1986)-  42 28 32.     (N)    096 23 01.     (W)     SCALED    
 NM0171* NAVD 88     -       333.593  (meters)    1094.46   (feet)  ADJUSTED  
 NM0171  ___________________________________________________________________
 NM0171  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 NM0171  DYNAMIC HT  -         333.487 (meters)    1094.12  (feet)  COMP
 NM0171  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 NM0171
 NM0171  VERT ORDER  -  FIRST     CLASS II
 NM0171
 NM0171.The horizontal coordinates were scaled from a topographic map and have
 NM0171.an estimated accuracy of +/- 6 seconds.
 NM0171
 NM0171.The orthometric height was determined by differential leveling
 NM0171.and adjusted by the National Geodetic Survey in June 1991..
 NM0171.WARNING-Repeat measurements at this control monument indicate possible
 NM0171.vertical movement.
 NM0171
 NM0171.The geoid height was determined by GEOID03.
 NM0171
 NM0171.The dynamic height is computed by dividing the NAVD 88
 NM0171.geopotential number by the normal gravity value computed on the
 NM0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0171.degrees latitude (g = 980.6199 gals.).
 NM0171
 NM0171.The modeled gravity was interpolated from observed gravity values.
 NM0171
 NM0171;                    North         East    Units  Estimated Accuracy
 NM0171;SPC IA N     - 1,112,400.    1,262,940.      MT  (+/- 180 meters Scaled)
 NM0171
 NM0171                          SUPERSEDED SURVEY CONTROL
 NM0171
 NM0171  NGVD 29 (??/??/92)  333.427  (m)         1093.92   (f) ADJ UNCH    1 2
 NM0171
 NM0171.Superseded values are not recommended for survey control.
 NM0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0171.See file dsdata.txt to determine how the superseded data were derived.
 NM0171
 NM0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN150058(NAD 83)
 NM0171_MARKER: P = PIPE CAP
 NM0171_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0171_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0171
 NM0171  HISTORY     - Date     Condition        Report By
 NM0171  HISTORY     - UNK      MONUMENTED       MORC
 NM0171  HISTORY     - 1948     GOOD             NGS
 NM0171  HISTORY     - 19890822 MARK NOT FOUND   NGS
 NM0171
 NM0171                          STATION DESCRIPTION
 NM0171
 NM0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0171'AT SIOUX CITY.
 NM0171'AT SIOUX CITY, AT THE CHICAGO, ST. PAUL AND OMAHA RAILWAY
 NM0171'BRIDGE ACROSS THE MISSOURI RIVER, 103.0 FEET WEST OF THE WEST
 NM0171'SIDE OF THE EAST SHORE PIER, DIRECTLY UNDER THE NORTH TRUSS
 NM0171'OF THE EAST SPAN, 69.0 FEET WEST OF THE CHICAGO AND NORTH WESTERN
 NM0171'RAILWAY, THE TOP OF A COPPER BOLT LEADED IN A STONE 18 INCH
 NM0171'SQUARE AND SET ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS
 NM0171'HAD THROUGH AN IRON PIPE BEARING AN IRON CAP AND PROJECTING
 NM0171'1.3 FEET ABOVE THE GROUND.
 NM0171
 NM0171                          STATION RECOVERY (1989)
 NM0171
 NM0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0232 ***********************************************************************
 NM0232  DESIGNATION -  397
 NM0232  PID         -  NM0232
 NM0232  STATE/COUNTY-  IA/WOODBURY
 NM0232  USGS QUAD   -  HOMER (1976)
 NM0232
 NM0232                         *CURRENT SURVEY CONTROL
 NM0232  ___________________________________________________________________
 NM0232* NAD 83(1996)-  42 21 19.44281(N)    096 24 28.97417(W)     ADJUSTED  
 NM0232* NAVD 88     -       333.112  (meters)    1092.88   (feet)  ADJUSTED  
 NM0232  ___________________________________________________________________
 NM0232  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 NM0232  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 NM0232  DYNAMIC HT  -         333.005 (meters)    1092.53  (feet)  COMP
 NM0232  MODELED GRAV-     980,290.7   (mgal)                       NAVD 88
 NM0232
 NM0232  HORZ ORDER  -  SECOND
 NM0232  VERT ORDER  -  SECOND    CLASS 0
 NM0232
 NM0232.The horizontal coordinates were established by classical geodetic methods
 NM0232.and adjusted by the National Geodetic Survey in May 1999..
 NM0232
 NM0232.The orthometric height was determined by differential leveling
 NM0232.and adjusted by the National Geodetic Survey in June 1991..
 NM0232
 NM0232.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0232
 NM0232.The geoid height was determined by GEOID03.
 NM0232
 NM0232.The dynamic height is computed by dividing the NAVD 88
 NM0232.geopotential number by the normal gravity value computed on the
 NM0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0232.degrees latitude (g = 980.6199 gals.).
 NM0232
 NM0232.The modeled gravity was interpolated from observed gravity values.
 NM0232
 NM0232;                    North         East     Units Scale Factor Converg.
 NM0232;SPC IA N     - 1,099,134.744 1,260,468.082   MT  0.99996014   -1 58 15.3
 NM0232;SPC NE       -   286,169.092   795,780.640   MT  0.99976856   +2 22 49.4
 NM0232;UTM  14      - 4,692,491.408   713,467.507   MT  1.00016070   +1 44 48.9
 NM0232
 NM0232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0232!SPC IA N     -   0.99995184  x   0.99996014  =   0.99991199
 NM0232!SPC NE       -   0.99995184  x   0.99976856  =   0.99972042
 NM0232!UTM  14      -   0.99995184  x   1.00016070  =   1.00011254
 NM0232
 NM0232:                Primary Azimuth Mark                     Grid Az
 NM0232:SPC IA N     -  SIOUX CITY MORNINGSIDE MUN TK            014 19 02.2
 NM0232:SPC NE       -  SIOUX CITY MORNINGSIDE MUN TK            009 57 57.5
 NM0232:UTM  14      -  SIOUX CITY MORNINGSIDE MUN TK            010 35 58.0
 NM0232
 NM0232|---------------------------------------------------------------------|
 NM0232| PID    Reference Object                     Distance      Geod. Az  |
 NM0232|                                                           dddmmss.s |
 NM0232| NM1670 SIOUX CITY MORNINGSIDE MUN TK       APPROX.14.2 KM 0122046.9 |
 NM0232| NM1671 SERGEANT BLUFF MUNICIPAL TANK       APPROX. 6.8 KM 0373151.3 |
 NM0232| NM0230 397 RM 1                             27.569 METERS 15539     |
 NM0232| NM0231 397 RM 3                              9.808 METERS 22552     |
 NM0232| NM0233 397 RM 2                             21.391 METERS 30857     |
 NM0232| NM0234 397 AZ MK                                          3554719.4 |
 NM0232|---------------------------------------------------------------------|
 NM0232
 NM0232                          SUPERSEDED SURVEY CONTROL
 NM0232
 NM0232  NAD 83(1996)-  42 21 19.44281(N)    096 24 28.97417(W) AD(       ) 2
 NM0232  NAD 83(1996)-  42 21 19.44281(N)    096 24 28.97421(W) AD(       ) 2
 NM0232  NAD 83(1996)-  42 21 19.44280(N)    096 24 28.97472(W) AD(       ) 2
 NM0232  NAD 83(1986)-  42 21 19.44568(N)    096 24 28.97459(W) AD(       ) 2
 NM0232  NAD 27      -  42 21 19.46700(N)    096 24 27.85400(W) AD(       ) 2
 NM0232  NGVD 29 (??/??/92)  332.955  (m)         1092.37   (f) ADJ UNCH    2 0
 NM0232
 NM0232.Superseded values are not recommended for survey control.
 NM0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0232.See file dsdata.txt to determine how the superseded data were derived.
 NM0232
 NM0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1346892491(NAD 83)
 NM0232_MARKER: P = PIPE CAP
 NM0232_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0232_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0232_STAMPING: 397 397
 NM0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0232
 NM0232  HISTORY     - Date     Condition        Report By
 NM0232  HISTORY     - 1948     MONUMENTED       MORC
 NM0232  HISTORY     - 1948     GOOD             NGS
 NM0232  HISTORY     - 1964     GOOD             USGS
 NM0232  HISTORY     - 1965     GOOD             CGS
 NM0232  HISTORY     - 1965     GOOD             NGS
 NM0232
 NM0232                          STATION DESCRIPTION
 NM0232
 NM0232'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (MEW)
 NM0232'LOCATED ABOUT 4 MILE SOUTHWEST OF SERGEANT BLUFF 1/2 MILE
 NM0232'EAST OF THE MISSOURI RIVER.  IN THE NORTHWEST CORNER OF THE
 NM0232'NW 1/4 OF SEC. 14, T. 87 N., R. 47 W.  IT IS 19 FEET WEST
 NM0232'OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 8.7 FEET
 NM0232'NORTH OF A WHITE WITNESS POST AND APPROXIMATELY 30 FEET
 NM0232'EAST OF THE TOP OF THE OLD RIVER BANK.  THE MARK IS A 2
 NM0232'INCH IRON PIPE, THAT PROJECTS 4 INCHES, AND CAPPED WITH A
 NM0232'MISSOURI RIVER COMMISSION MARK WHICH IS STAMPED 397.
 NM0232'
 NM0232'REFERENCE MARK NO. 1 IS 90.45 FEET EAST-SOUTHEAST OF THE
 NM0232'STATION, 20 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE
 NM0232'ROAD, AND 20 FEET EAST OF THE TOP OF THE OLD RIVER BANK.
 NM0232'THE MARK PROJECTS 3 INCHES AND THE DISC IS STAMPED 397 MRC
 NM0232'NO 1 1948.
 NM0232'
 NM0232'REFERENCE MARK NO. 2 IS 70.18 FEET NORTHWEST OF THE STATION,
 NM0232'47 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD AND
 NM0232'ABOUT 3 FEET EAST OF THE TOP OF THE OLD RIVER BANK.  THE
 NM0232'MARK PROJECTS 8 INCHES AND THE DISC IS STAMPED 397 MRC NO
 NM0232'2 1948.
 NM0232'
 NM0232'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NORTH OF THE STATION,
 NM0232'AT A RIGHT CURVE IN THE ROAD AND 35 FEET SOUTH OF THE APPROXIMATE
 NM0232'CENTERLINE OF THE ROAD AT THE CURVE.  3.6 FEET EAST OF
 NM0232'A CORNER POST AND 4.4 FEET EAST OF A WHITE WITNESS POST.
 NM0232'THE MARK PROJECTS 4 INCHES AND THE DISC IS STAMPED 397 MRC
 NM0232'1947.
 NM0232'
 NM0232'THE STATION WAS REACHED FROM THE RAILROAD STATION IN SERGEANT
 NM0232'BLUFF BY GOING SOUTHEAST ON U.S. HIGHWAY 75 FOR 0.3 MILE.
 NM0232'THENCE WEST ON PAVED ROAD FOR 0.8 MILE TO CROSSROADS AT MAIN
 NM0232'ENTRANCE TO OLD ARMY AIRFIELD.  TURN LEFT AND GO SOUTH FOR
 NM0232'0.5 MILE TO MUNICIPAL AIRPORT ON THE RIGHT.  CONTINUE SOUTH
 NM0232'AND WEST ON MAIN ROAD FOR 1.5 MILE TO CROSSROADS.  THEN
 NM0232'SOUTH FOR 1.5 MILE TO CROSSROADS.  THENCE RIGHT AND GO WEST
 NM0232'AND SOUTHWEST FOR 1.1 MILE TO THE AZIMUTH MARK ON THE LEFT,
 NM0232'AS DESCRIBED ABOVE.  CONTINUE SOUTH FOR 0.35 MILE TO THE
 NM0232'STATION ON THE RIGHT.
 NM0232'
 NM0232'SERG 1934 WAS VISIBLE FROM THE GROUND.
 NM0232'
 NM0232'A 4 FT. STAND AT HOMER WAS VISIBLE AT 30 FT.
 NM0232'
 NM0232'A 77 FT. SIGNAL AT BLUE WAS VISIBLE AT 30 FT.
 NM0232'
 NM0232'A 64 FT. SIGNAL AT BAGO 1934 WAS VISIBLE AT 50 FEET.
 NM0232'
 NM0232'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NM0232
 NM0232                          STATION RECOVERY (1948)
 NM0232
 NM0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 NM0232'7.7 MI SW FROM SERGEANT BLUFF.
 NM0232'2.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0232'FROM THE STATION AT SERGEANT BLUFF, THENCE 3.1 MILES WEST ALONG
 NM0232'A GRAVEL ROAD, THENCE 0.7 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 NM0232'1.0 MILE NORTHWESTERLY, ALONG A NORTHWEST-SOUTHEAST ROAD, 0.4
 NM0232'MILE SOUTH OF A WHITE FARMHOUSE LOCATED AT A Y ROAD, 19.0 FEET
 NM0232'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 8.7 FEET NORTHWEST OF A
 NM0232'REFERENCE POST, A MISSOURI RIVER COMMISSION 1 1/2-INCH BRONZE CAP
 NM0232'WELDED ON THE TOP OF A 1 1/2-INCH IRON PIPE AND PROJECTING 0.4
 NM0232'FOOT ABOVE THE GROUND.  NOTE-- 1965 REPORT DUE TO A ROAD CHANGE
 NM0232'IN THE AREA, FOLLOWING ARE ADDITIONAL MEASUREMENTS FOR THE MARK.
 NM0232'THE MARK IS 150 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 2.5
 NM0232'FEET NORTH OF AN IRON RAIL, 2 FEET EAST OF AN IRON RAIL, 2 FEET
 NM0232'SOUTHWEST OF AN IRON RAIL, AND IN A CULTIVATED FIELD ABOUT 20
 NM0232'FEET HIGHER THAN THE GRAVELED ROAD.
 NM0232
 NM0232                          STATION RECOVERY (1964)
 NM0232
 NM0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NM0232'R.M. NO. 1 WAS FOUND LAYING ON TOP OF THE GROUND.
 NM0232
 NM0232                          STATION RECOVERY (1965)
 NM0232
 NM0232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 NM0232'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 NM0232'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 NM0232'NO. 1 WAS FOUND DESTROYED.  THE DISTANCE AND DIRECTION TO
 NM0232'REFERENCE MARK NO. 2 COULD NOT BE VERIFIED BECAUSE TALL
 NM0232'CORN OBSTRUCTED THE LINE OF SIGHT.
 NM0232'
 NM0232'REFERENCE MARK NO. 3 WAS SET BY THIS PARTY.
 NM0232'
 NM0232'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NM0232'
 NM0232'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF SERGEANT
 NM0232'BLUFF, 1/2 MILE EAST OF THE MISSOURI RIVER, IN THE NORTHWEST
 NM0232'CORNER OF THE NORTHWEST 1/4 OF SECTION 14, T 87 N., R. 47 W.,
 NM0232'AND ON THE EAST SIDE OF A GRAVELED ROAD.
 NM0232'
 NM0232'TO REACH THE STATION FROM THE RAILROAD STATION IN SERGEANT
 NM0232'BLUFF, GO SOUTHEAST ON U.S. HIGHWAY 75 FOR 0.3 MILE TO STATE
 NM0232'HIGHWAY 378.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 378,
 NM0232'CROSSING OVER AN OVERPASS ON INTERSTATE 29 AND CROSSING
 NM0232'A RAILROAD TRACK, FOR 0.8 MILE TO A CROSSROAD AT THE MAIN
 NM0232'ENTRANCE TO OLD ARMY AIRFIELD.  TURN LEFT AND GO SOUTH
 NM0232'ON A GRAVELED ROAD FOR 0.5 MILE TO THE MUNICIPAL AIRPORT
 NM0232'ON THE RIGHT.  CONTINUE SOUTH AND WEST ON THE MAIN GRAVELED
 NM0232'ROAD FOR 1.5 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 NM0232'ON A GRAVELED ROAD FOR 1.5 MILES TO A CROSSROAD.  TURN RIGHT
 NM0232'AND GO WEST AND SOUTHWEST ON A GRAVELED ROAD FOR 1.1 MILE
 NM0232'TO THE AZIMUTH MARK ON THE LEFT JUST BEFORE REACHING A
 NM0232'CURVE IN THE ROAD.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR
 NM0232'0.4 MILE TO THE STATION ON THE LEFT.
 NM0232'
 NM0232'STATION MARK IS A 2 INCH IRON PIPE THAT PROJECTS 4 INCHES,
 NM0232'AND CAPPED WITH A MISSOURI RIVER COMMISSION MARK, STAMPED
 NM0232'397.  IT IS 150 FEET EAST OF THE CENTER OF THE GRAVELED
 NM0232'ROAD, 2.5 FEET NORTH OF AN IRON RAIL, 2 FEET EAST OF AN
 NM0232'IRON RAIL, 2 FEET SOUTHWEST OF AN IRON RAIL, AND IN A CULTIVATED
 NM0232'FIELD ABOUT 20 FEET HIGHER THAN THE ROAD.
 NM0232'
 NM0232'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED 397 MRC NO 2
 NM0232'1948, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 NM0232'PROJECTS 2 INCHES.  IT IS 100 FEET EAST OF THE CENTER OF THE
 NM0232'GRAVELED ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST, AT THE
 NM0232'WEST EDGE OF A CULTIVATED FIELD, AND ABOUT 20 FEET HIGHER
 NM0232'THAN THE ROAD.
 NM0232'
 NM0232'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED 397 MRC NO
 NM0232'3 1948, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 NM0232'PROJECTS 2 INCHES.  IT IS 120 FEET EAST OF THE CENTER OF
 NM0232'THE GRAVELED ROAD, 1 FOOT SOUTHEAST OF A METAL WITNESS POST,
 NM0232'AT THE WEST EDGE OF A CULTIVATED FIELD, AND ABOUT 20 FEET
 NM0232'HIGHER THAN THE GRAVELED ROAD.
 NM0232'
 NM0232'AZIMUTH MARK, A STANDARD DISK STAMPED 397 MRC 1948, IS SET
 NM0232'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 NM0232'IT IS 31 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 NM0232'3.5 FEET EAST OF THE NORTH GATE POST, AND 1 FOOT SOUTHWEST
 NM0232'OF A METAL WITNESS POST.
 NM0232
 NM0232                          STATION RECOVERY (1965)
 NM0232
 NM0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0234 ***********************************************************************
 NM0234  DESIGNATION -  397 AZ MK
 NM0234  PID         -  NM0234
 NM0234  STATE/COUNTY-  IA/WOODBURY
 NM0234  USGS QUAD   -  HOMER (1976)
 NM0234
 NM0234                         *CURRENT SURVEY CONTROL
 NM0234  ___________________________________________________________________
 NM0234* NAD 83(1986)-  42 21 38.     (N)    096 24 30.     (W)     SCALED    
 NM0234* NAVD 88     -       334.240  (meters)    1096.59   (feet)  ADJUSTED  
 NM0234  ___________________________________________________________________
 NM0234  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 NM0234  DYNAMIC HT  -         334.132 (meters)    1096.23  (feet)  COMP
 NM0234  MODELED GRAV-     980,291.0   (mgal)                       NAVD 88
 NM0234
 NM0234  VERT ORDER  -  SECOND    CLASS 0
 NM0234
 NM0234.The horizontal coordinates were scaled from a topographic map and have
 NM0234.an estimated accuracy of +/- 6 seconds.
 NM0234
 NM0234.The orthometric height was determined by differential leveling
 NM0234.and adjusted by the National Geodetic Survey in June 1991..
 NM0234
 NM0234.The geoid height was determined by GEOID03.
 NM0234
 NM0234.The dynamic height is computed by dividing the NAVD 88
 NM0234.geopotential number by the normal gravity value computed on the
 NM0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0234.degrees latitude (g = 980.6199 gals.).
 NM0234
 NM0234.The modeled gravity was interpolated from observed gravity values.
 NM0234
 NM0234;                    North         East    Units  Estimated Accuracy
 NM0234;SPC IA N     - 1,099,710.    1,260,460.      MT  (+/- 180 meters Scaled)
 NM0234
 NM0234                          SUPERSEDED SURVEY CONTROL
 NM0234
 NM0234  NGVD 29 (??/??/92)  334.082  (m)         1096.07   (f) ADJ UNCH    2 0
 NM0234
 NM0234.Superseded values are not recommended for survey control.
 NM0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0234.See file dsdata.txt to determine how the superseded data were derived.
 NM0234
 NM0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM134930(NAD 83)
 NM0234_MARKER: DZ = AZIMUTH MARK DISK
 NM0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0234_STAMPING: 397 MRC 1948
 NM0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0234+STABILITY: SURFACE MOTION
 NM0234
 NM0234  HISTORY     - Date     Condition        Report By
 NM0234  HISTORY     - 1948     MONUMENTED       CGS
 NM0234  HISTORY     - 1966     GOOD             NGS
 NM0234
 NM0234                          STATION DESCRIPTION
 NM0234
 NM0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0234'8.1 MI SW FROM SERGEANT BLUFF.
 NM0234'2.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0234'FROM THE STATION AT SERGEANT BLUFF, THENCE 3.1 MILES WEST ALONG
 NM0234'A GRAVEL ROAD, THENCE 0.7 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 NM0234'1.0 MILE NORTHWESTERLY ALONG A DIRT ROAD, THENCE 0.4 MILE NORTH
 NM0234'ALONG A DIRT ROAD, AT A Y ROAD, 68.0 FEET EAST OF THE CENTER LINE
 NM0234'OF THE NORTH-SOUTH ROAD, 35.0 FEET SOUTHEAST OF THE CENTER LINE
 NM0234'OF THE ROAD LEADING NORTHEAST, 5.5 FEET WEST OF A SOUTHWEST GATE
 NM0234'POST, 1.0 FOOT SOUTH OF A FENCE, 4.6 FEET EAST OF A REFERENCE
 NM0234'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 NM0234'THE GROUND.  NOTE-- 1966 REPORT - A METAL WITNESS POST WAS SET 1
 NM0234'FOOT NORTHEAST OF THE MARK.
 NM0234
 NM0234                          STATION RECOVERY (1966)
 NM0234
 NM0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0233 ***********************************************************************
 NM0233  DESIGNATION -  397 RM 2
 NM0233  PID         -  NM0233
 NM0233  STATE/COUNTY-  IA/WOODBURY
 NM0233  USGS QUAD   -  HOMER (1976)
 NM0233
 NM0233                         *CURRENT SURVEY CONTROL
 NM0233  ___________________________________________________________________
 NM0233* NAD 83(1986)-  42 21 19.     (N)    096 24 28.     (W)     SCALED    
 NM0233* NAVD 88     -       333.351  (meters)    1093.67   (feet)  ADJUSTED  
 NM0233  ___________________________________________________________________
 NM0233  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 NM0233  DYNAMIC HT  -         333.244 (meters)    1093.32  (feet)  COMP
 NM0233  MODELED GRAV-     980,290.7   (mgal)                       NAVD 88
 NM0233
 NM0233  VERT ORDER  -  SECOND    CLASS 0
 NM0233
 NM0233.The horizontal coordinates were scaled from a topographic map and have
 NM0233.an estimated accuracy of +/- 6 seconds.
 NM0233
 NM0233.The orthometric height was determined by differential leveling
 NM0233.and adjusted by the National Geodetic Survey in June 1991..
 NM0233
 NM0233.The geoid height was determined by GEOID03.
 NM0233
 NM0233.The dynamic height is computed by dividing the NAVD 88
 NM0233.geopotential number by the normal gravity value computed on the
 NM0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0233.degrees latitude (g = 980.6199 gals.).
 NM0233
 NM0233.The modeled gravity was interpolated from observed gravity values.
 NM0233
 NM0233;                    North         East    Units  Estimated Accuracy
 NM0233;SPC IA N     - 1,099,120.    1,260,490.      MT  (+/- 180 meters Scaled)
 NM0233
 NM0233                          SUPERSEDED SURVEY CONTROL
 NM0233
 NM0233  NGVD 29 (??/??/92)  333.194  (m)         1093.15   (f) ADJ UNCH    2 0
 NM0233
 NM0233.Superseded values are not recommended for survey control.
 NM0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0233.See file dsdata.txt to determine how the superseded data were derived.
 NM0233
 NM0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM134924(NAD 83)
 NM0233_MARKER: DR = REFERENCE MARK DISK
 NM0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0233_STAMPING: 397 MRC NO 2 1948
 NM0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0233+STABILITY: SURFACE MOTION
 NM0233
 NM0233  HISTORY     - Date     Condition        Report By
 NM0233  HISTORY     - 1948     MONUMENTED       CGS
 NM0233  HISTORY     - 1965     GOOD             NGS
 NM0233
 NM0233                          STATION DESCRIPTION
 NM0233
 NM0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0233'7.7 MI SW FROM SERGEANT BLUFF.
 NM0233'2.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0233'FROM THE STATION AT SERGEANT BLUFF, THENCE 3.1 MILES WEST ALONG
 NM0233'A GRAVEL ROAD, THENCE 0.7 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 NM0233'1.0 MILE NORTHWESTERLY ALONG A DIRT ROAD, 70.2 FEET NORTHWEST
 NM0233'OF TRIANGULATION STATION 397, 48.0 FEET SOUTHWEST OF THE CENTER
 NM0233'LINE OF THE ROAD, ON THE EDGE OF A BANK, SET IN THE TOP OF A
 NM0233'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- 1965
 NM0233'REPORT-DUE TO A ROAD CHANGE IN THE AREA, FOLLOWING ARE ADDITIONAL
 NM0233'MEASUREMENTS FOR THE MARK.  THE MARK IS 100 FEET EAST OF THE
 NM0233'CENTER OF A GRAVELED ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST,
 NM0233'AT THE WEST EDGE OF A CULTIVATED FIELD, AND ABOUT 20 FEET HIGHER
 NM0233'THAN THE GRAVELED ROAD.
 NM0233
 NM0233                          STATION RECOVERY (1965)
 NM0233
 NM0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0231 ***********************************************************************
 NM0231  DESIGNATION -  397 RM 3
 NM0231  PID         -  NM0231
 NM0231  STATE/COUNTY-  IA/WOODBURY
 NM0231  USGS QUAD   -  HOMER (1976)
 NM0231
 NM0231                         *CURRENT SURVEY CONTROL
 NM0231  ___________________________________________________________________
 NM0231* NAD 83(1986)-  42 21 19.     (N)    096 24 28.     (W)     SCALED    
 NM0231* NAVD 88     -       332.82   (meters)    1091.9    (feet)  RESET     
 NM0231  ___________________________________________________________________
 NM0231  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 NM0231
 NM0231  VERT ORDER  -  THIRD
 NM0231
 NM0231.The horizontal coordinates were scaled from a topographic map and have
 NM0231.an estimated accuracy of +/- 6 seconds.
 NM0231
 NM0231.The orthometric height was computed from unverified reset data.
 NM0231
 NM0231.The geoid height was determined by GEOID03.
 NM0231
 NM0231;                    North         East    Units  Estimated Accuracy
 NM0231;SPC IA N     - 1,099,120.    1,260,490.      MT  (+/- 180 meters Scaled)
 NM0231
 NM0231                          SUPERSEDED SURVEY CONTROL
 NM0231
 NM0231  NGVD 29 (??/??/??)  332.67   (m)         1091.4    (f) RESET       3  
 NM0231
 NM0231.Superseded values are not recommended for survey control.
 NM0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0231.See file dsdata.txt to determine how the superseded data were derived.
 NM0231
 NM0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM134924(NAD 83)
 NM0231_MARKER: DR = REFERENCE MARK DISK
 NM0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0231_STAMPING: 397 MRC NO 3 1948
 NM0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0231+STABILITY: SURFACE MOTION
 NM0231
 NM0231  HISTORY     - Date     Condition        Report By
 NM0231  HISTORY     - 1965     MONUMENTED       CGS
 NM0231  HISTORY     - 1965     GOOD             NGS
 NM0231
 NM0231                          STATION DESCRIPTION
 NM0231
 NM0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 NM0231'7.7 MI SW FROM SERGEANT BLUFF.
 NM0231'TO REACH FROM THE RAILROAD STATION IN SERGEANT BLUFF, GO SOUTHEAST
 NM0231'ON U.S. HIGHWAY 75 FOR 0.3 MILE TO STATE HIGHWAY 378.  TURN
 NM0231'RIGHT AND GO WEST ON STATE HIGHWAY 378, CROSSING OVER AN OVERPASS
 NM0231'ON INTERSTATE 29 AND CROSSING A RAILROAD TRACK, FOR 0.8 MILE TO
 NM0231'A CROSSROAD AT THE MAIN ENTRANCE TO OLD ARMY AIRFIELD.  TURN
 NM0231'LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO THE MUNICIPAL
 NM0231'AIRPORT ON THE RIGHT.  CONTINUE SOUTH AND WEST ON THE MAIN
 NM0231'TRAVELED ROAD FOR 1.5 MILES TO A CROSSROAD.  TURN LEFT AND GO
 NM0231'SOUTH ON A GRAVELED ROAD FOR 1.5 MILES TO A CROSSROAD.  TURN RIGHT
 NM0231'AND GO WEST AND SOUTH ON A GRAVELED ROAD FOR 1.1 MILES TO A CURVE
 NM0231'IN THE ROAD.  BEAR LEFT AND CONTINUE SOUTH ON THE MAIN GRAVELED
 NM0231'ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.  IT IS 120 FEET EAST
 NM0231'OF THE CENTER OF THE GRAVELED ROAD, 1 FOOT SOUTHEAST OF A METAL
 NM0231'WITNESS POST, AT THE WEST EDGE OF A CULTIVATED FIELD, 20 FEET
 NM0231'HIGHER THAN THE GRADED ROAD, AND SET IN THE TOP OF A SQUARE
 NM0231'CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0048 ***********************************************************************
 NM0048  DESIGNATION -  399 BOLT
 NM0048  PID         -  NM0048
 NM0048  STATE/COUNTY-  IA/WOODBURY
 NM0048  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM0048
 NM0048                         *CURRENT SURVEY CONTROL
 NM0048  ___________________________________________________________________
 NM0048* NAD 83(1986)-  42 31 32.     (N)    096 28 38.     (W)     SCALED    
 NM0048* NAVD 88     -       334.842  (meters)    1098.56   (feet)  ADJUSTED  
 NM0048  ___________________________________________________________________
 NM0048  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 NM0048  DYNAMIC HT  -         334.737 (meters)    1098.22  (feet)  COMP
 NM0048  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 NM0048
 NM0048  VERT ORDER  -  FIRST     CLASS II
 NM0048
 NM0048.The horizontal coordinates were scaled from a topographic map and have
 NM0048.an estimated accuracy of +/- 6 seconds.
 NM0048
 NM0048.The orthometric height was determined by differential leveling
 NM0048.and adjusted by the National Geodetic Survey in June 1991..
 NM0048
 NM0048.The geoid height was determined by GEOID03.
 NM0048
 NM0048.The dynamic height is computed by dividing the NAVD 88
 NM0048.geopotential number by the normal gravity value computed on the
 NM0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0048.degrees latitude (g = 980.6199 gals.).
 NM0048
 NM0048.The modeled gravity was interpolated from observed gravity values.
 NM0048
 NM0048;                    North         East    Units  Estimated Accuracy
 NM0048;SPC IA N     - 1,118,220.    1,255,440.      MT  (+/- 180 meters Scaled)
 NM0048
 NM0048                          SUPERSEDED SURVEY CONTROL
 NM0048
 NM0048  NGVD 29 (??/??/92)  334.712  (m)         1098.13   (f) ADJ UNCH    1 2
 NM0048
 NM0048.Superseded values are not recommended for survey control.
 NM0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0048.See file dsdata.txt to determine how the superseded data were derived.
 NM0048
 NM0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN072112(NAD 83)
 NM0048_MARKER: B = BOLT
 NM0048_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0048_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0048
 NM0048  HISTORY     - Date     Condition        Report By
 NM0048  HISTORY     - UNK      MONUMENTED       MORC
 NM0048  HISTORY     - 1948     MARK NOT FOUND   NGS
 NM0048
 NM0048                          STATION DESCRIPTION
 NM0048
 NM0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0048'AT RIVERSIDE.
 NM0048'AT RIVERSIDE, ON THE SOUTHEAST BANK OF THE BIG SIOUX RIVER, ABOUT
 NM0048'285.0 FEET SOUTHEAST OF THE SOUTHEAST END OF THE CHICAGO, MILWAUKEE,
 NM0048'ST. PAUL AND PACIFIC RAILROAD BRIDGE OVER THE RIVER, 43.6 FEET
 NM0048'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 9.5 FEET
 NM0048'SOUTH-SOUTHEAST OF THE THIRD POLE SOUTHEAST OF THE BRIDGE, 1.5 FEET
 NM0048'NORTHWEST OF A REFERENCE POST.  ACCESS TO BOLT IS MADE THRU
 NM0048'PIPE AFTER REMOVAL OF MORC CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0047 ***********************************************************************
 NM0047  DESIGNATION -  399 CAP
 NM0047  PID         -  NM0047
 NM0047  STATE/COUNTY-  IA/WOODBURY
 NM0047  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM0047
 NM0047                         *CURRENT SURVEY CONTROL
 NM0047  ___________________________________________________________________
 NM0047* NAD 83(1986)-  42 31 32.     (N)    096 28 38.     (W)     SCALED    
 NM0047* NAVD 88     -       336.122  (meters)    1102.76   (feet)  ADJUSTED  
 NM0047  ___________________________________________________________________
 NM0047  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 NM0047  DYNAMIC HT  -         336.016 (meters)    1102.41  (feet)  COMP
 NM0047  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 NM0047
 NM0047  VERT ORDER  -  FIRST     CLASS II
 NM0047
 NM0047.The horizontal coordinates were scaled from a topographic map and have
 NM0047.an estimated accuracy of +/- 6 seconds.
 NM0047
 NM0047.The orthometric height was determined by differential leveling
 NM0047.and adjusted by the National Geodetic Survey in June 1991..
 NM0047.WARNING-Repeat measurements at this control monument indicate possible
 NM0047.vertical movement.
 NM0047
 NM0047.The geoid height was determined by GEOID03.
 NM0047
 NM0047.The dynamic height is computed by dividing the NAVD 88
 NM0047.geopotential number by the normal gravity value computed on the
 NM0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0047.degrees latitude (g = 980.6199 gals.).
 NM0047
 NM0047.The modeled gravity was interpolated from observed gravity values.
 NM0047
 NM0047;                    North         East    Units  Estimated Accuracy
 NM0047;SPC IA N     - 1,118,220.    1,255,440.      MT  (+/- 180 meters Scaled)
 NM0047
 NM0047                          SUPERSEDED SURVEY CONTROL
 NM0047
 NM0047  NGVD 29 (??/??/92)  335.97   (m)         1102.3    (f) COMPUTED    1 2
 NM0047
 NM0047.Superseded values are not recommended for survey control.
 NM0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0047.See file dsdata.txt to determine how the superseded data were derived.
 NM0047
 NM0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN072112(NAD 83)
 NM0047_MARKER: P = PIPE CAP
 NM0047_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0047_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0047
 NM0047  HISTORY     - Date     Condition        Report By
 NM0047  HISTORY     - UNK      MONUMENTED       MORC
 NM0047  HISTORY     - 1948     GOOD             NGS
 NM0047
 NM0047                          STATION DESCRIPTION
 NM0047
 NM0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0047'AT RIVERSIDE.
 NM0047'AT RIVERSIDE, ON THE SOUTHEAST BANK OF THE BIG SIOUX RIVER, ABOUT
 NM0047'285.0 FEET SOUTHEAST OF THE SOUTHEAST END OF THE CHICAGO, MILWAUKEE,
 NM0047'ST. PAUL AND PACIFIC RAILROAD BRIDGE OVER THE RIVER, 43.6 FEET
 NM0047'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 9.5 FEET
 NM0047'SOUTH-SOUTHEAST OF THE THIRD POLE SOUTHEAST OF THE BRIDGE, 1.5
 NM0047'FEET NORTHWEST OF A REFERENCE POST.  A MISSOURI RIVER COMMISSION
 NM0047'CAP ON TOP OF AN IRON PIPE AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0095 ***********************************************************************
 NK0095  DESIGNATION -  4
 NK0095  PID         -  NK0095
 NK0095  STATE/COUNTY-  IA/TAMA
 NK0095  USGS QUAD   -  ELBERON (1971)
 NK0095
 NK0095                         *CURRENT SURVEY CONTROL
 NK0095  ___________________________________________________________________
 NK0095* NAD 83(1986)-  42 03 21.     (N)    092 22 23.     (W)     SCALED    
 NK0095* NAVD 88     -       253.260  (meters)     830.90   (feet)  ADJUSTED  
 NK0095  ___________________________________________________________________
 NK0095  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NK0095  DYNAMIC HT  -         253.171 (meters)     830.61  (feet)  COMP
 NK0095  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 NK0095
 NK0095  VERT ORDER  -  SECOND    CLASS 0
 NK0095
 NK0095.The horizontal coordinates were scaled from a topographic map and have
 NK0095.an estimated accuracy of +/- 6 seconds.
 NK0095
 NK0095.The orthometric height was determined by differential leveling
 NK0095.and adjusted by the National Geodetic Survey in June 1991..
 NK0095
 NK0095.The geoid height was determined by GEOID03.
 NK0095
 NK0095.The dynamic height is computed by dividing the NAVD 88
 NK0095.geopotential number by the normal gravity value computed on the
 NK0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0095.degrees latitude (g = 980.6199 gals.).
 NK0095
 NK0095.The modeled gravity was interpolated from observed gravity values.
 NK0095
 NK0095;                    North         East    Units  Estimated Accuracy
 NK0095;SPC IA N     - 1,062,360.    1,593,280.      MT  (+/- 180 meters Scaled)
 NK0095
 NK0095                          SUPERSEDED SURVEY CONTROL
 NK0095
 NK0095  NGVD 29 (??/??/92)  253.258  (m)          830.90   (f) ADJ UNCH    2 0
 NK0095
 NK0095.Superseded values are not recommended for survey control.
 NK0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0095.See file dsdata.txt to determine how the superseded data were derived.
 NK0095
 NK0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG518561(NAD 83)
 NK0095_MARKER: R = RIVET
 NK0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0095_SP_SET: CULVERT
 NK0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0095
 NK0095  HISTORY     - Date     Condition        Report By
 NK0095  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0095  HISTORY     - 1934     GOOD             NGS
 NK0095
 NK0095                          STATION DESCRIPTION
 NK0095
 NK0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0095'2.3 MI SE FROM CLUTIER.
 NK0095'2.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0095'FROM THE STATION AT CLUTIER, TAMA COUNTY, 3 POLES NORTHWEST OF
 NK0095'MILEPOST 13, AT 4- BY 4-FOOT REINFORCED CONCRETE BOX CULVERT
 NK0095'35, IN THE NORTHWEST END OF THE SOUTHWEST HEADWALL, 16 FEET
 NK0095'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 3.5 FEET LOWER
 NK0095'THAN THE RAIL.  A MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0015 ***********************************************************************
 MH0015  DESIGNATION -  4
 MH0015  PID         -  MH0015
 MH0015  STATE/COUNTY-  IA/BENTON
 MH0015  USGS QUAD   -  BLAIRSTOWN (1965)
 MH0015
 MH0015                         *CURRENT SURVEY CONTROL
 MH0015  ___________________________________________________________________
 MH0015* NAD 83(1986)-  41 53 59.     (N)    092 01 12.     (W)     SCALED    
 MH0015* NAVD 88     -       247.40   (+/-2cm)     811.7    (feet)  VERTCON   
 MH0015  ___________________________________________________________________
 MH0015  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 MH0015
 MH0015  VERT ORDER  -  ? (See Below)
 MH0015
 MH0015.The horizontal coordinates were scaled from a topographic map and have
 MH0015.an estimated accuracy of +/- 6 seconds.
 MH0015
 MH0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0015.The vertical order pertains to the NGVD 29 superseded value.
 MH0015
 MH0015.The geoid height was determined by GEOID03.
 MH0015
 MH0015;                    North         East    Units  Estimated Accuracy
 MH0015;SPC IA N     - 1,045,480.    1,622,810.      MT  (+/- 180 meters Scaled)
 MH0015
 MH0015                          SUPERSEDED SURVEY CONTROL
 MH0015
 MH0015  NGVD 29 (??/??/92)  247.406  (m)          811.70   (f) ADJ UNCH    ?  
 MH0015
 MH0015.Superseded values are not recommended for survey control.
 MH0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0015.See file dsdata.txt to determine how the superseded data were derived.
 MH0015
 MH0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG812391(NAD 83)
 MH0015_MARKER: R = RIVET
 MH0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0015_SP_SET: BRIDGE
 MH0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0015
 MH0015  HISTORY     - Date     Condition        Report By
 MH0015  HISTORY     - UNK      MONUMENTED       CNWRR
 MH0015  HISTORY     - 1934     GOOD             NGS
 MH0015
 MH0015                          STATION DESCRIPTION
 MH0015
 MH0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0015'3.4 MI E FROM BLAIRSTOWN.
 MH0015'3.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MH0015'FROM THE STATION AT BLAIRSTOWN, BENTON COUNTY, AT BRIDGE 294,
 MH0015'AND IN THE NORTH END OF THE EAST STONE ABUTMENT.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0459 ***********************************************************************
 MG0459  DESIGNATION -  4
 MG0459  PID         -  MG0459
 MG0459  STATE/COUNTY-  IA/WASHINGTON
 MG0459  USGS QUAD   -  RIVERSIDE (1983)
 MG0459
 MG0459                         *CURRENT SURVEY CONTROL
 MG0459  ___________________________________________________________________
 MG0459* NAD 83(1986)-  41 24 09.     (N)    091 32 28.     (W)     SCALED    
 MG0459* NAVD 88     -       226.997  (meters)     744.74   (feet)  ADJUSTED  
 MG0459  ___________________________________________________________________
 MG0459  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MG0459  DYNAMIC HT  -         226.906 (meters)     744.44  (feet)  COMP
 MG0459  MODELED GRAV-     980,214.4   (mgal)                       NAVD 88
 MG0459
 MG0459  VERT ORDER  -  FIRST     CLASS II
 MG0459
 MG0459.The horizontal coordinates were scaled from a topographic map and have
 MG0459.an estimated accuracy of +/- 6 seconds.
 MG0459
 MG0459.The orthometric height was determined by differential leveling
 MG0459.and adjusted by the National Geodetic Survey in June 1991..
 MG0459
 MG0459.The geoid height was determined by GEOID03.
 MG0459
 MG0459.The dynamic height is computed by dividing the NAVD 88
 MG0459.geopotential number by the normal gravity value computed on the
 MG0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0459.degrees latitude (g = 980.6199 gals.).
 MG0459
 MG0459.The modeled gravity was interpolated from observed gravity values.
 MG0459
 MG0459;                    North         East    Units  Estimated Accuracy
 MG0459;SPC IA S     -   157,590.      663,780.      MT  (+/- 180 meters Scaled)
 MG0459
 MG0459                          SUPERSEDED SURVEY CONTROL
 MG0459
 MG0459  NGVD 29 (??/??/92)  227.04   (m)          744.9    (f) COMPUTED    1 2
 MG0459
 MG0459.Superseded values are not recommended for survey control.
 MG0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0459.See file dsdata.txt to determine how the superseded data were derived.
 MG0459
 MG0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF219844(NAD 83)
 MG0459_MARKER: Z = SEE DESCRIPTION
 MG0459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0459_SP_SET: CULVERT
 MG0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0459
 MG0459  HISTORY     - Date     Condition        Report By
 MG0459  HISTORY     - 1934     MONUMENTED       IAHD
 MG0459
 MG0459                          STATION DESCRIPTION
 MG0459
 MG0459'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1934
 MG0459'5 MI N FROM RIVERSIDE.
 MG0459'5.0 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE OVERHEAD CROSSING
 MG0459'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT
 MG0459'HASKINS, AT PAVEMENT STATION 915+50, AT A 3- BY 3-FOOT CONCRETE-BOX
 MG0459'CULVERT, AND IN THE TOP OF THE WEST HEADWALL.  A BRONZE PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0174 ***********************************************************************
 MH0174  DESIGNATION -  4
 MH0174  PID         -  MH0174
 MH0174  STATE/COUNTY-  IA/TAMA
 MH0174  USGS QUAD   -  MONTOUR (1980)
 MH0174
 MH0174                         *CURRENT SURVEY CONTROL
 MH0174  ___________________________________________________________________
 MH0174* NAD 83(1986)-  41 58 49.     (N)    092 39 24.     (W)     SCALED    
 MH0174* NAVD 88     -       253.345  (meters)     831.18   (feet)  ADJUSTED  
 MH0174  ___________________________________________________________________
 MH0174  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 MH0174  DYNAMIC HT  -         253.250 (meters)     830.87  (feet)  COMP
 MH0174  MODELED GRAV-     980,241.8   (mgal)                       NAVD 88
 MH0174
 MH0174  VERT ORDER  -  SECOND    CLASS 0
 MH0174
 MH0174.The horizontal coordinates were scaled from a topographic map and have
 MH0174.an estimated accuracy of +/- 6 seconds.
 MH0174
 MH0174.The orthometric height was determined by differential leveling
 MH0174.and adjusted by the National Geodetic Survey in June 1991..
 MH0174
 MH0174.The geoid height was determined by GEOID03.
 MH0174
 MH0174.The dynamic height is computed by dividing the NAVD 88
 MH0174.geopotential number by the normal gravity value computed on the
 MH0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0174.degrees latitude (g = 980.6199 gals.).
 MH0174
 MH0174.The modeled gravity was interpolated from observed gravity values.
 MH0174
 MH0174;                    North         East    Units  Estimated Accuracy
 MH0174;SPC IA N     - 1,053,700.    1,569,890.      MT  (+/- 180 meters Scaled)
 MH0174
 MH0174                          SUPERSEDED SURVEY CONTROL
 MH0174
 MH0174  NGVD 29 (??/??/92)  253.337  (m)          831.16   (f) ADJ UNCH    2 0
 MH0174
 MH0174.Superseded values are not recommended for survey control.
 MH0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0174.See file dsdata.txt to determine how the superseded data were derived.
 MH0174
 MH0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG284476(NAD 83)
 MH0174_MARKER: R = RIVET
 MH0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0174_SP_SET: BRIDGE
 MH0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0174
 MH0174  HISTORY     - Date     Condition        Report By
 MH0174  HISTORY     - UNK      MONUMENTED       CNWRR
 MH0174  HISTORY     - 1934     GOOD             NGS
 MH0174
 MH0174                          STATION DESCRIPTION
 MH0174
 MH0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0174'3 MI E FROM MONTOUR.
 MH0174'3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 MH0174'STATION AT MONTOUR, TAMA COUNTY, 5 POLES WEST OF MILEPOST 137,
 MH0174'AT 75-FOOT STEEL BRIDGE 410, IN THE NORTH END OF THE EAST STONE
 MH0174'ABUTMENT, 12 FEET NORTH OF THE CENTERLINE OF THE NORTH MAIN
 MH0174'TRACK, AND 2 FEET LOWER THAN THE RAIL.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0239 ***********************************************************************
 LE0239  DESIGNATION -  4 12
 LE0239  PID         -  LE0239
 LE0239  STATE/COUNTY-  IA/APPANOOSE
 LE0239  USGS QUAD   -  SEYMOUR EAST (1979)
 LE0239
 LE0239                         *CURRENT SURVEY CONTROL
 LE0239  ___________________________________________________________________
 LE0239* NAD 83(1986)-  40 40 50.     (N)    093 02 58.     (W)     SCALED    
 LE0239* NAVD 88     -       318.370  (meters)    1044.52   (feet)  ADJUSTED  
 LE0239  ___________________________________________________________________
 LE0239  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LE0239  DYNAMIC HT  -         318.213 (meters)    1044.00  (feet)  COMP
 LE0239  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 LE0239
 LE0239  VERT ORDER  -  SECOND    CLASS 0
 LE0239
 LE0239.The horizontal coordinates were scaled from a topographic map and have
 LE0239.an estimated accuracy of +/- 6 seconds.
 LE0239
 LE0239.The orthometric height was determined by differential leveling
 LE0239.and adjusted by the National Geodetic Survey in June 1991..
 LE0239
 LE0239.The geoid height was determined by GEOID03.
 LE0239
 LE0239.The dynamic height is computed by dividing the NAVD 88
 LE0239.geopotential number by the normal gravity value computed on the
 LE0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0239.degrees latitude (g = 980.6199 gals.).
 LE0239
 LE0239.The modeled gravity was interpolated from observed gravity values.
 LE0239
 LE0239;                    North         East    Units  Estimated Accuracy
 LE0239;SPC IA S     -    75,670.      538,090.      MT  (+/- 180 meters Scaled)
 LE0239
 LE0239                          SUPERSEDED SURVEY CONTROL
 LE0239
 LE0239  NGVD 29 (??/??/92)  318.310  (m)         1044.32   (f) ADJ UNCH    2 0
 LE0239
 LE0239.Superseded values are not recommended for survey control.
 LE0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0239.See file dsdata.txt to determine how the superseded data were derived.
 LE0239
 LE0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF958032(NAD 83)
 LE0239_MARKER: DB = BENCH MARK DISK
 LE0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0239_STAMPING: 4-12
 LE0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0239+STABILITY: SURFACE MOTION
 LE0239
 LE0239  HISTORY     - Date     Condition        Report By
 LE0239  HISTORY     - UNK      MONUMENTED       CGS
 LE0239  HISTORY     - 1953     GOOD             NGS
 LE0239
 LE0239                          STATION DESCRIPTION
 LE0239
 LE0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LE0239'4.4 MI E FROM SEYMOUR.
 LE0239'IN APPANOOSE COUNTY, 4.4 MILES EAST ALONG THE CHICAGO, ROCK
 LE0239'ISLAND AND PACIFIC RAILWAY FROM THE STATION AT SEYMOUR, WAYNE
 LE0239'COUNTY, ABOUT 0.4 MILE WEST OF THE NORTHEAST CORNER OF SEC. 17,
 LE0239'T. 68 N., R. 19 W., ABOUT 28 POLES SOUTHWEST OF MILEPOST 347,
 LE0239'ABOUT 625 FEET SOUTHEAST OF THE TRACK, 120 FEET NORTHWEST OF THE
 LE0239'NORTHWEST CORNER OF A 1-STORY FRAME HOUSE, 28 FEET SOUTH OF THE
 LE0239'CENTERLINE OF A COUNTY ROAD, AND 2 FEET NORTH OF THE RIGHT-OF-WAY
 LE0239'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 4-12 AND SET IN THE
 LE0239'TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0526 ***********************************************************************
 MG0526  DESIGNATION -  40
 MG0526  PID         -  MG0526
 MG0526  STATE/COUNTY-  IA/JOHNSON
 MG0526  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0526
 MG0526                         *CURRENT SURVEY CONTROL
 MG0526  ___________________________________________________________________
 MG0526* NAD 83(1986)-  41 39 27.     (N)    091 32 29.     (W)     SCALED    
 MG0526* NAVD 88     -       200.147  (meters)     656.65   (feet)  ADJUSTED  
 MG0526  ___________________________________________________________________
 MG0526  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0526  DYNAMIC HT  -         200.070 (meters)     656.40  (feet)  COMP
 MG0526  MODELED GRAV-     980,236.9   (mgal)                       NAVD 88
 MG0526
 MG0526  VERT ORDER  -  FIRST     CLASS II
 MG0526
 MG0526.The horizontal coordinates were scaled from a topographic map and have
 MG0526.an estimated accuracy of +/- 6 seconds.
 MG0526
 MG0526.The orthometric height was determined by differential leveling
 MG0526.and adjusted by the National Geodetic Survey in June 1991..
 MG0526
 MG0526.The geoid height was determined by GEOID03.
 MG0526
 MG0526.The dynamic height is computed by dividing the NAVD 88
 MG0526.geopotential number by the normal gravity value computed on the
 MG0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0526.degrees latitude (g = 980.6199 gals.).
 MG0526
 MG0526.The modeled gravity was interpolated from observed gravity values.
 MG0526
 MG0526;                    North         East    Units  Estimated Accuracy
 MG0526;SPC IA S     -   185,900.      663,120.      MT  (+/- 180 meters Scaled)
 MG0526
 MG0526                          SUPERSEDED SURVEY CONTROL
 MG0526
 MG0526  NGVD 29 (??/??/92)  200.182  (m)          656.76   (f) ADJ UNCH    1 2
 MG0526
 MG0526.Superseded values are not recommended for survey control.
 MG0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0526.See file dsdata.txt to determine how the superseded data were derived.
 MG0526
 MG0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG214127(NAD 83)
 MG0526_MARKER: DD = SURVEY DISK
 MG0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0526_STAMPING: 40
 MG0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0526+STABILITY: SURFACE MOTION
 MG0526
 MG0526  HISTORY     - Date     Condition        Report By
 MG0526  HISTORY     - UNK      MONUMENTED       IASUNI
 MG0526  HISTORY     - 1935     GOOD             IAGS
 MG0526  HISTORY     - 1964     MARK NOT FOUND   NGS
 MG0526
 MG0526                          STATION DESCRIPTION
 MG0526
 MG0526'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0526'AT IOWA CITY.
 MG0526'AT IOWA CITY, JOHNSON COUNTY, AT THE NORTHWEST CORNER OF THE
 MG0526'INTERSECTION OF GRAND AVENUE AND TEMPLIN ROAD, WEST OF IOWA RIVER,
 MG0526'53.5 FEET WEST OF THE WEST END OF THE HANDRAIL OF THE BURLINGTON
 MG0526'STREET BRIDGE, AND 52.3 FEET NORTHEAST OF A MANHOLE IN THE CENTER
 MG0526'OF GRAND AVENUE.  A STATE UNIVERSITY OF IOWA STANDARD DISK,
 MG0526'STAMPED 40 AND SET IN THE TOP OF A CONCRETE POST.
 MG0526
 MG0526                          STATION RECOVERY (1964)
 MG0526
 MG0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0687 ***********************************************************************
 OO0687  DESIGNATION -  41 1
 OO0687  PID         -  OO0687
 OO0687  STATE/COUNTY-  IA/HANCOCK
 OO0687  USGS QUAD   -  MILLER (1972)
 OO0687
 OO0687                         *CURRENT SURVEY CONTROL
 OO0687  ___________________________________________________________________
 OO0687* NAD 83(1996)-  43 07 33.22864(N)    093 30 06.64456(W)     ADJUSTED  
 OO0687* NAVD 88     -       385.877  (meters)    1266.00   (feet)  ADJUSTED  
 OO0687  ___________________________________________________________________
 OO0687  X           -    -284,798.749 (meters)                     COMP
 OO0687  Y           -  -4,653,958.020 (meters)                     COMP
 OO0687  Z           -   4,337,964.356 (meters)                     COMP
 OO0687  LAPLACE CORR-           9.55  (seconds)                    DEFLEC99
 OO0687  ELLIP HEIGHT-         357.07  (meters)          (06/15/04) GPS OBS
 OO0687  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 OO0687  DYNAMIC HT  -         385.771 (meters)    1265.65  (feet)  COMP
 OO0687  MODELED GRAV-     980,334.0   (mgal)                       NAVD 88
 OO0687
 OO0687  HORZ ORDER  -  B
 OO0687  VERT ORDER  -  FIRST     CLASS II
 OO0687  ELLP ORDER  -  FOURTH    CLASS I
 OO0687
 OO0687.The horizontal coordinates were established by GPS observations
 OO0687.and adjusted by the National Geodetic Survey in August 1997..
 OO0687
 OO0687.The orthometric height was determined by differential leveling
 OO0687.and adjusted by the National Geodetic Survey in June 1991..
 OO0687
 OO0687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0687
 OO0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0687
 OO0687.The ellipsoidal height was determined by GPS observations
 OO0687.and is referenced to NAD 83.
 OO0687
 OO0687.The geoid height was determined by GEOID03.
 OO0687
 OO0687.The dynamic height is computed by dividing the NAVD 88
 OO0687.geopotential number by the normal gravity value computed on the
 OO0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0687.degrees latitude (g = 980.6199 gals.).
 OO0687
 OO0687.The modeled gravity was interpolated from observed gravity values.
 OO0687
 OO0687;                    North         East     Units Scale Factor Converg.
 OO0687;SPC IA N     - 1,180,603.179 1,499,849.810   MT  0.99997731   -0 00 04.5
 OO0687;UTM  15      - 4,774,917.792   459,178.961   MT  0.99962050   -0 20 35.0
 OO0687
 OO0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0687!SPC IA N     -   0.99994401  x   0.99997731  =   0.99992132
 OO0687!UTM  15      -   0.99994401  x   0.99962050  =   0.99956453
 OO0687
 OO0687                          SUPERSEDED SURVEY CONTROL
 OO0687
 OO0687  ELLIP H (08/25/97)  357.09   (m)                       GP(       ) 4 1
 OO0687  NAD 83(1986)-  43 07 33.22055(N)    093 30 06.63372(W) AD(       ) 3
 OO0687  NAVD 88 (08/25/97)  385.88   (m)         1266.0    (f) LEVELING    3  
 OO0687  NGVD 29 (??/??/92)  385.855  (m)         1265.93   (f) ADJ UNCH    1 2
 OO0687
 OO0687.Superseded values are not recommended for survey control.
 OO0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0687.See file dsdata.txt to determine how the superseded data were derived.
 OO0687
 OO0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH5917974918(NAD 83)
 OO0687_MARKER: DD = SURVEY DISK
 OO0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0687_SP_SET: CONCRETE POST
 OO0687_STAMPING: 41 1
 OO0687_MARK LOGO: CGS+SS
 OO0687_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0687+STABILITY: SURFACE MOTION
 OO0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0687+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005
 OO0687
 OO0687  HISTORY     - Date     Condition        Report By
 OO0687  HISTORY     - UNK      MONUMENTED       IAGS
 OO0687  HISTORY     - 1934     GOOD             NGS
 OO0687  HISTORY     - 19890626 GOOD             NGS
 OO0687  HISTORY     - 19950601 GOOD             IAHD
 OO0687  HISTORY     - 19960925 GOOD             IADT
 OO0687  HISTORY     - 20020808 GOOD             NGS
 OO0687  HISTORY     - 20050907 GOOD             SKW
 OO0687
 OO0687                          STATION DESCRIPTION
 OO0687
 OO0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0687'1.2 MI W FROM GARNER.
 OO0687'IN HANCOCK COUNTY, 1.2 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE
 OO0687'COUNTY-ROAD CROSSING AT VENTURA, CERRO GORDO COUNTY, IN SEC. 24, T. 96
 OO0687'N., R. 23 W., 1127 FEET SOUTHWEST OF A COPPER PLUG IN THE PAVEMENT,
 OO0687'62.6 FEET SOUTHEAST OF BLACK DIAMOND TELEPHONE POLE 5, 20 FEET SOUTH
 OO0687'OF THE PAVEMENT, AND 3.3 FEET NORTH OF A FENCE.  A STATE SURVEY
 OO0687'STANDARD DISK, STAMPED 41-1 AND SET IN THE TOP OF A CONCRETE POST.
 OO0687
 OO0687                          STATION RECOVERY (1989)
 OO0687
 OO0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OO0687'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) WEST-SOUTHWEST OF
 OO0687'VENTURA, 8.05 KM (5.00 MI) EAST-NORTHEAST OF GARNER, ON THE SOUTH SIDE
 OO0687'OF A PAVED ROAD AND JUST EAST OF A ROAD LEADING SOUTH INTO THE VENTURA
 OO0687'MARSH WILDLIFE MANAGEMENT AREA.  OWNERSHIP--DEPARTMENT OF
 OO0687'TRANSPORTATION, 800 LINCOLN WAY, AMES, IA 50010, PHONE 515-239-1101.
 OO0687'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 AND US HIGHWAY
 OO0687'69 SOUTH IN GARNER, GO EAST ON STATE HIGHWAY 18 FOR 8.2 KM (5.10 MI)
 OO0687'TO THE JUNCTION OF COUNTY ROAD R 7O.  TURN RIGHT, SOUTH, ON COUNTY
 OO0687'ROAD R 70 FOR 0.05 KM (0.05 MI) TO A PAVED ROAD ON THE LEFT JUST SOUTH
 OO0687'OF A RAILROAD CROSSING.  TURN LEFT, EAST, ON THE PAVED ROAD FOR 1.3 KM
 OO0687'(0.80 MI) TO THE MARK ON THE RIGHT, JUST PAST THE ENTRANCE ROAD
 OO0687'LEADING INTO THE VENTURA MARSH WILDLIFE MANAGMENT AREA.
 OO0687'THE STATION IS A STANDARD CGS AND STATE SURVEY DISK PROJECTING ABOUT
 OO0687'4-INCHES ABOVE THE GROUND.  LOCATED 38.5 M (126.3 FT) EAST OF THE
 OO0687'CENTER OF THE ROAD LEADING INTO THE WILDLIFE MANAGEMENT AREA, 9.0 M
 OO0687'(29.5 FT) SOUTH OF THE CENTER OF THE PAVED ROAD, 6.1 M (20.0 FT) NORTH
 OO0687'OF A BARBED WIRE FENCE, 5.3 M (17.4 FT) SOUTHEAST OF A HIGHWAY SIGN
 OO0687'WITH A CURVE SYMBOL AND 0.2 M (0.7 FT) NORTH OF A METAL WITNESS POST.
 OO0687'DESCRIBED BY M. L. MCCREADY.
 OO0687
 OO0687                          STATION RECOVERY (1995)
 OO0687
 OO0687'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1995
 OO0687'RECOVERED AS DESCRIBED.
 OO0687
 OO0687                          STATION RECOVERY (1996)
 OO0687
 OO0687'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 OO0687'RECOVERED AS DESCRIBED BY IOWA DOT.  A PINK STATE HARN SURVEY SIGN WAS
 OO0687'SET 6.1 M (20.0 FT) SOUTH IN THE R.O.W.  FENCE.
 OO0687
 OO0687                          STATION RECOVERY (2002)
 OO0687
 OO0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (MLS)
 OO0687'RECOVERED AS DESCRIBED.
 OO0687
 OO0687                          STATION RECOVERY (2005)
 OO0687
 OO0687'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2005 (CMC)
 OO0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0678 ***********************************************************************
 OO0678  DESIGNATION -  41 10
 OO0678  PID         -  OO0678
 OO0678  STATE/COUNTY-  IA/HANCOCK
 OO0678  USGS QUAD   -  GARNER (1972)
 OO0678
 OO0678                         *CURRENT SURVEY CONTROL
 OO0678  ___________________________________________________________________
 OO0678* NAD 83(1986)-  43 05 26.     (N)    093 34 48.     (W)     SCALED    
 OO0678* NAVD 88     -       370.087  (meters)    1214.19   (feet)  ADJUSTED  
 OO0678  ___________________________________________________________________
 OO0678  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 OO0678  DYNAMIC HT  -         369.974 (meters)    1213.82  (feet)  COMP
 OO0678  MODELED GRAV-     980,303.0   (mgal)                       NAVD 88
 OO0678
 OO0678  VERT ORDER  -  FIRST     CLASS II
 OO0678
 OO0678.The horizontal coordinates were scaled from a topographic map and have
 OO0678.an estimated accuracy of +/- 6 seconds.
 OO0678
 OO0678.The orthometric height was determined by differential leveling
 OO0678.and adjusted by the National Geodetic Survey in June 1991..
 OO0678
 OO0678.The geoid height was determined by GEOID03.
 OO0678
 OO0678.The dynamic height is computed by dividing the NAVD 88
 OO0678.geopotential number by the normal gravity value computed on the
 OO0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0678.degrees latitude (g = 980.6199 gals.).
 OO0678
 OO0678.The modeled gravity was interpolated from observed gravity values.
 OO0678
 OO0678;                    North         East    Units  Estimated Accuracy
 OO0678;SPC IA N     - 1,176,680.    1,493,490.      MT  (+/- 180 meters Scaled)
 OO0678
 OO0678                          SUPERSEDED SURVEY CONTROL
 OO0678
 OO0678  NGVD 29 (??/??/92)  370.05   (m)         1214.1    (f) COMPUTED    1 2
 OO0678
 OO0678.Superseded values are not recommended for survey control.
 OO0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0678.See file dsdata.txt to determine how the superseded data were derived.
 OO0678
 OO0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH527710(NAD 83)
 OO0678_MARKER: DD = SURVEY DISK
 OO0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0678_STAMPING: 41-10
 OO0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0678+STABILITY: SURFACE MOTION
 OO0678
 OO0678  HISTORY     - Date     Condition        Report By
 OO0678  HISTORY     - UNK      MONUMENTED       IAGS
 OO0678  HISTORY     - 1934     GOOD             NGS
 OO0678
 OO0678                          STATION DESCRIPTION
 OO0678
 OO0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0678'0.8 MI E FROM GARNER.
 OO0678'0.8 MILE EAST ALONG A GRAVEL ROAD FROM THE SOUTHEAST CORNER OF GARNER,
 OO0678'IN SEC. 32, T. 96 N., R. 23 W., 642 FEET NORTHWEST OF THE CORNER STONE
 OO0678'AT THE EAST QUARTER CORNER, 171 FEET NORTHWEST OF A BLAZED POLE, 118
 OO0678'FEET NORTHEAST OF ANOTHER BLAZED POLE, AND 2 FEET SOUTH OF THE NORTH
 OO0678'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 41-10 AND SET IN THE TOP
 OO0678'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0677 ***********************************************************************
 OO0677  DESIGNATION -  41 11
 OO0677  PID         -  OO0677
 OO0677  STATE/COUNTY-  IA/HANCOCK
 OO0677  USGS QUAD   -  GARNER (1972)
 OO0677
 OO0677                         *CURRENT SURVEY CONTROL
 OO0677  ___________________________________________________________________
 OO0677* NAD 83(1986)-  43 05 26.     (N)    093 35 17.     (W)     SCALED    
 OO0677* NAVD 88     -       368.704  (meters)    1209.66   (feet)  ADJUSTED  
 OO0677  ___________________________________________________________________
 OO0677  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 OO0677  DYNAMIC HT  -         368.590 (meters)    1209.28  (feet)  COMP
 OO0677  MODELED GRAV-     980,300.3   (mgal)                       NAVD 88
 OO0677
 OO0677  VERT ORDER  -  FIRST     CLASS II
 OO0677
 OO0677.The horizontal coordinates were scaled from a topographic map and have
 OO0677.an estimated accuracy of +/- 6 seconds.
 OO0677
 OO0677.The orthometric height was determined by differential leveling
 OO0677.and adjusted by the National Geodetic Survey in June 1991..
 OO0677
 OO0677.The geoid height was determined by GEOID03.
 OO0677
 OO0677.The dynamic height is computed by dividing the NAVD 88
 OO0677.geopotential number by the normal gravity value computed on the
 OO0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0677.degrees latitude (g = 980.6199 gals.).
 OO0677
 OO0677.The modeled gravity was interpolated from observed gravity values.
 OO0677
 OO0677;                    North         East    Units  Estimated Accuracy
 OO0677;SPC IA N     - 1,176,680.    1,492,830.      MT  (+/- 180 meters Scaled)
 OO0677
 OO0677                          SUPERSEDED SURVEY CONTROL
 OO0677
 OO0677  NGVD 29 (??/??/92)  368.67   (m)         1209.5    (f) COMPUTED    1 2
 OO0677
 OO0677.Superseded values are not recommended for survey control.
 OO0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0677.See file dsdata.txt to determine how the superseded data were derived.
 OO0677
 OO0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH521710(NAD 83)
 OO0677_MARKER: DD = SURVEY DISK
 OO0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0677_STAMPING: 41-11
 OO0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0677+STABILITY: SURFACE MOTION
 OO0677
 OO0677  HISTORY     - Date     Condition        Report By
 OO0677  HISTORY     - UNK      MONUMENTED       IAGS
 OO0677  HISTORY     - 1934     GOOD             NGS
 OO0677
 OO0677                          STATION DESCRIPTION
 OO0677
 OO0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0677'0.4 MI E FROM GARNER.
 OO0677'0.4 MILE EAST ALONG A GRAVEL ROAD FROM THE SOUTHEAST CORNER OF GARNER,
 OO0677'IN SEC. 32, T. 96 N., R. 23 W., 542 FEET SOUTHWEST OF THE CORNERSTONE
 OO0677'AT THE CENTER OF THE SECTION, 143 FEET NORTHWEST OF THE NORTHWEST
 OO0677'CORNER OF A HOUSE, 50.8 FEET EAST OF A STEEL GATEPOST, 17.2 FEET
 OO0677'NORTHEAST OF A 16-INCH EVERGREEN TREE, 29 FEET NORTHWEST OF THE SECOND
 OO0677'16-INCH EVERGREEN TREE FROM THE WEST, AND 1.1 FEET NORTH OF THE SOUTH
 OO0677'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 41-11 AND SET IN THE TOP
 OO0677'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0662 ***********************************************************************
 OO0662  DESIGNATION -  41 11
 OO0662  PID         -  OO0662
 OO0662  STATE/COUNTY-  IA/HANCOCK
 OO0662  USGS QUAD   -  BRITT (1972)
 OO0662
 OO0662                         *CURRENT SURVEY CONTROL
 OO0662  ___________________________________________________________________
 OO0662* NAD 83(1986)-  43 05 45.     (N)    093 48 07.     (W)     SCALED    
 OO0662* NAVD 88     -       374.506  (meters)    1228.69   (feet)  ADJUSTED  
 OO0662  ___________________________________________________________________
 OO0662  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 OO0662  DYNAMIC HT  -         374.385 (meters)    1228.29  (feet)  COMP
 OO0662  MODELED GRAV-     980,286.2   (mgal)                       NAVD 88
 OO0662
 OO0662  VERT ORDER  -  FIRST     CLASS II
 OO0662
 OO0662.The horizontal coordinates were scaled from a topographic map and have
 OO0662.an estimated accuracy of +/- 6 seconds.
 OO0662
 OO0662.The orthometric height was determined by differential leveling
 OO0662.and adjusted by the National Geodetic Survey in June 1991..
 OO0662
 OO0662.The geoid height was determined by GEOID03.
 OO0662
 OO0662.The dynamic height is computed by dividing the NAVD 88
 OO0662.geopotential number by the normal gravity value computed on the
 OO0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0662.degrees latitude (g = 980.6199 gals.).
 OO0662
 OO0662.The modeled gravity was interpolated from observed gravity values.
 OO0662
 OO0662;                    North         East    Units  Estimated Accuracy
 OO0662;SPC IA N     - 1,177,310.    1,475,420.      MT  (+/- 180 meters Scaled)
 OO0662
 OO0662                          SUPERSEDED SURVEY CONTROL
 OO0662
 OO0662  NGVD 29 (??/??/92)  374.46   (m)         1228.5    (f) COMPUTED    1 2
 OO0662
 OO0662.Superseded values are not recommended for survey control.
 OO0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0662.See file dsdata.txt to determine how the superseded data were derived.
 OO0662
 OO0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH347717(NAD 83)
 OO0662_MARKER: DD = SURVEY DISK
 OO0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0662_STAMPING: 41-11 1934
 OO0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0662+STABILITY: SURFACE MOTION
 OO0662
 OO0662  HISTORY     - Date     Condition        Report By
 OO0662  HISTORY     - 1934     MONUMENTED       IAGS
 OO0662  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0662
 OO0662                          STATION DESCRIPTION
 OO0662
 OO0662'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 OO0662'IN BRITT.
 OO0662'AT BRITT, ON MAIN STREET, AT THE CENTER OF TOWN, AT THE SOUTHSIDE OF
 OO0662'THE EAST ENTRANCE TO THE AMERICAN LEGION HALL, AND 1 FOOT FROM THE
 OO0662'BUILDING.  A STATE SURVEY STANDARD DISK, STAMPED 41-11 1934 AND SET IN
 OO0662'THE TOP OF A CONCRETE POST.
 OO0662
 OO0662                          STATION RECOVERY (1972)
 OO0662
 OO0662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0676 ***********************************************************************
 OO0676  DESIGNATION -  41 12
 OO0676  PID         -  OO0676
 OO0676  STATE/COUNTY-  IA/HANCOCK
 OO0676  USGS QUAD   -  GARNER (1972)
 OO0676
 OO0676                         *CURRENT SURVEY CONTROL
 OO0676  ___________________________________________________________________
 OO0676* NAD 83(1986)-  43 05 26.     (N)    093 35 56.     (W)     SCALED    
 OO0676* NAVD 88     -       371.617  (meters)    1219.21   (feet)  ADJUSTED  
 OO0676  ___________________________________________________________________
 OO0676  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 OO0676  DYNAMIC HT  -         371.501 (meters)    1218.83  (feet)  COMP
 OO0676  MODELED GRAV-     980,298.0   (mgal)                       NAVD 88
 OO0676
 OO0676  VERT ORDER  -  FIRST     CLASS II
 OO0676
 OO0676.The horizontal coordinates were scaled from a topographic map and have
 OO0676.an estimated accuracy of +/- 6 seconds.
 OO0676
 OO0676.The orthometric height was determined by differential leveling
 OO0676.and adjusted by the National Geodetic Survey in June 1991..
 OO0676
 OO0676.The geoid height was determined by GEOID03.
 OO0676
 OO0676.The dynamic height is computed by dividing the NAVD 88
 OO0676.geopotential number by the normal gravity value computed on the
 OO0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0676.degrees latitude (g = 980.6199 gals.).
 OO0676
 OO0676.The modeled gravity was interpolated from observed gravity values.
 OO0676
 OO0676;                    North         East    Units  Estimated Accuracy
 OO0676;SPC IA N     - 1,176,680.    1,491,950.      MT  (+/- 180 meters Scaled)
 OO0676
 OO0676                          SUPERSEDED SURVEY CONTROL
 OO0676
 OO0676  NGVD 29 (??/??/92)  371.58   (m)         1219.1    (f) COMPUTED    1 2
 OO0676
 OO0676.Superseded values are not recommended for survey control.
 OO0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0676.See file dsdata.txt to determine how the superseded data were derived.
 OO0676
 OO0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH512710(NAD 83)
 OO0676_MARKER: DD = SURVEY DISK
 OO0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0676_STAMPING: 41-12
 OO0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0676+STABILITY: SURFACE MOTION
 OO0676
 OO0676  HISTORY     - Date     Condition        Report By
 OO0676  HISTORY     - UNK      MONUMENTED       IAGS
 OO0676  HISTORY     - 1934     GOOD             NGS
 OO0676  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0676
 OO0676                          STATION DESCRIPTION
 OO0676
 OO0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0676'IN GARNER.
 OO0676'AT THE SOUTH EDGE OF GARNER, IN SEC. 31, T. 96 N., R. 23 W., ON AN
 OO0676'EAST-AND-WEST GRAVEL ROAD ALONG THE CENTERLINE OF THE SECTION, AT THE
 OO0676'CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, 195 FEET
 OO0676'NORTHWEST OF THE RIPLEY TOMBSTONE IN CONCORD CEMETERY, 70.5 FEET WEST
 OO0676'OF THE WEST RAIL, AND 63.7 FEET NORTH OF A POWER-TRANSMISSION LINE
 OO0676'POLE.  A STATE SURVEY STANDARD DISK, STAMPED 41-12 AND SET IN THE TOP
 OO0676'OF A CONCRETE POST.
 OO0676
 OO0676                          STATION RECOVERY (1972)
 OO0676
 OO0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0663 ***********************************************************************
 OO0663  DESIGNATION -  41 12
 OO0663  PID         -  OO0663
 OO0663  STATE/COUNTY-  IA/HANCOCK
 OO0663  USGS QUAD   -  BRITT (1972)
 OO0663
 OO0663                         *CURRENT SURVEY CONTROL
 OO0663  ___________________________________________________________________
 OO0663* NAD 83(1986)-  43 06 08.     (N)    093 47 04.     (W)     SCALED    
 OO0663* NAVD 88     -       367.940  (meters)    1207.15   (feet)  ADJUSTED  
 OO0663  ___________________________________________________________________
 OO0663  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 OO0663  DYNAMIC HT  -         367.820 (meters)    1206.76  (feet)  COMP
 OO0663  MODELED GRAV-     980,285.8   (mgal)                       NAVD 88
 OO0663
 OO0663  VERT ORDER  -  FIRST     CLASS II
 OO0663
 OO0663.The horizontal coordinates were scaled from a topographic map and have
 OO0663.an estimated accuracy of +/- 6 seconds.
 OO0663
 OO0663.The orthometric height was determined by differential leveling
 OO0663.and adjusted by the National Geodetic Survey in June 1991..
 OO0663
 OO0663.The geoid height was determined by GEOID03.
 OO0663
 OO0663.The dynamic height is computed by dividing the NAVD 88
 OO0663.geopotential number by the normal gravity value computed on the
 OO0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0663.degrees latitude (g = 980.6199 gals.).
 OO0663
 OO0663.The modeled gravity was interpolated from observed gravity values.
 OO0663
 OO0663;                    North         East    Units  Estimated Accuracy
 OO0663;SPC IA N     - 1,178,010.    1,476,850.      MT  (+/- 180 meters Scaled)
 OO0663
 OO0663                          SUPERSEDED SURVEY CONTROL
 OO0663
 OO0663  NGVD 29 (??/??/92)  367.90   (m)         1207.0    (f) COMPUTED    1 2
 OO0663
 OO0663.Superseded values are not recommended for survey control.
 OO0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0663.See file dsdata.txt to determine how the superseded data were derived.
 OO0663
 OO0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH361724(NAD 83)
 OO0663_MARKER: DD = SURVEY DISK
 OO0663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0663_SP_SET: BRIDGE
 OO0663_STAMPING: 41-12 1934
 OO0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0663
 OO0663  HISTORY     - Date     Condition        Report By
 OO0663  HISTORY     - 1934     MONUMENTED       IAGS
 OO0663  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0663
 OO0663                          STATION DESCRIPTION
 OO0663
 OO0663'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 OO0663'0.5 MI E FROM BRITT.
 OO0663'ABOUT 1/2 MILE EAST ALONG U.S. HIGHWAY 18 FROM THE EAST CITY LIMITS AT
 OO0663'BRITT, IN THE SOUTHWEST QUARTER OF SEC. 27, T. 96 N., R. 25 W., AT A
 OO0663'CONCRETE-ARCH BRIDGE, AND IN THE TOP OF THE SOUTHWEST WING WALL.  A
 OO0663'STATE SURVEY STANDARD DISK, STAMPED 41-12 1934.
 OO0663
 OO0663                          STATION RECOVERY (1972)
 OO0663
 OO0663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0675 ***********************************************************************
 OO0675  DESIGNATION -  41 13
 OO0675  PID         -  OO0675
 OO0675  STATE/COUNTY-  IA/HANCOCK
 OO0675  USGS QUAD   -  GARNER (1972)
 OO0675
 OO0675                         *CURRENT SURVEY CONTROL
 OO0675  ___________________________________________________________________
 OO0675* NAD 83(1986)-  43 05 25.     (N)    093 36 09.     (W)     SCALED    
 OO0675* NAVD 88     -       369.322  (meters)    1211.68   (feet)  ADJUSTED  
 OO0675  ___________________________________________________________________
 OO0675  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 OO0675  DYNAMIC HT  -         369.206 (meters)    1211.30  (feet)  COMP
 OO0675  MODELED GRAV-     980,297.2   (mgal)                       NAVD 88
 OO0675
 OO0675  VERT ORDER  -  FIRST     CLASS II
 OO0675
 OO0675.The horizontal coordinates were scaled from a topographic map and have
 OO0675.an estimated accuracy of +/- 6 seconds.
 OO0675
 OO0675.The orthometric height was determined by differential leveling
 OO0675.and adjusted by the National Geodetic Survey in June 1991..
 OO0675
 OO0675.The geoid height was determined by GEOID03.
 OO0675
 OO0675.The dynamic height is computed by dividing the NAVD 88
 OO0675.geopotential number by the normal gravity value computed on the
 OO0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0675.degrees latitude (g = 980.6199 gals.).
 OO0675
 OO0675.The modeled gravity was interpolated from observed gravity values.
 OO0675
 OO0675;                    North         East    Units  Estimated Accuracy
 OO0675;SPC IA N     - 1,176,650.    1,491,660.      MT  (+/- 180 meters Scaled)
 OO0675
 OO0675                          SUPERSEDED SURVEY CONTROL
 OO0675
 OO0675  NGVD 29 (??/??/92)  369.29   (m)         1211.6    (f) COMPUTED    1 2
 OO0675
 OO0675.Superseded values are not recommended for survey control.
 OO0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0675.See file dsdata.txt to determine how the superseded data were derived.
 OO0675
 OO0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH509710(NAD 83)
 OO0675_MARKER: DD = SURVEY DISK
 OO0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0675_STAMPING: 41-13
 OO0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0675+STABILITY: SURFACE MOTION
 OO0675
 OO0675  HISTORY     - Date     Condition        Report By
 OO0675  HISTORY     - UNK      MONUMENTED       IAGS
 OO0675  HISTORY     - 1934     GOOD             NGS
 OO0675  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0675
 OO0675                          STATION DESCRIPTION
 OO0675
 OO0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0675'IN GARNER.
 OO0675'AT GARNER, AT THE CORNER OF LYON AND STATE STREETS, IN SEC. 31, T. 96
 OO0675'N., R. 23 W., 250 FEET SOUTHEAST OF THE OTTO KRAMER HOUSE, 140 FEET
 OO0675'WEST OF A CORNER POST, AND 1.6 FEET FROM A FENCE.  A STATE SURVEY
 OO0675'STANDARD DISK, STAMPED 41-13 AND SET IN THE TOP OF A CONCRETE POST.
 OO0675
 OO0675                          STATION RECOVERY (1972)
 OO0675
 OO0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0664 ***********************************************************************
 OO0664  DESIGNATION -  41 13
 OO0664  PID         -  OO0664
 OO0664  STATE/COUNTY-  IA/HANCOCK
 OO0664  USGS QUAD   -  BRITT (1972)
 OO0664
 OO0664                         *CURRENT SURVEY CONTROL
 OO0664  ___________________________________________________________________
 OO0664* NAD 83(1986)-  43 06 15.     (N)    093 45 14.     (W)     SCALED    
 OO0664* NAVD 88     -       368.556  (meters)    1209.17   (feet)  ADJUSTED  
 OO0664  ___________________________________________________________________
 OO0664  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 OO0664  DYNAMIC HT  -         368.436 (meters)    1208.78  (feet)  COMP
 OO0664  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 OO0664
 OO0664  VERT ORDER  -  FIRST     CLASS II
 OO0664
 OO0664.The horizontal coordinates were scaled from a topographic map and have
 OO0664.an estimated accuracy of +/- 6 seconds.
 OO0664
 OO0664.The orthometric height was determined by differential leveling
 OO0664.and adjusted by the National Geodetic Survey in June 1991..
 OO0664
 OO0664.The geoid height was determined by GEOID03.
 OO0664
 OO0664.The dynamic height is computed by dividing the NAVD 88
 OO0664.geopotential number by the normal gravity value computed on the
 OO0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0664.degrees latitude (g = 980.6199 gals.).
 OO0664
 OO0664.The modeled gravity was interpolated from observed gravity values.
 OO0664
 OO0664;                    North         East    Units  Estimated Accuracy
 OO0664;SPC IA N     - 1,178,220.    1,479,330.      MT  (+/- 180 meters Scaled)
 OO0664
 OO0664                          SUPERSEDED SURVEY CONTROL
 OO0664
 OO0664  NGVD 29 (??/??/92)  368.51   (m)         1209.0    (f) COMPUTED    1 2
 OO0664
 OO0664.Superseded values are not recommended for survey control.
 OO0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0664.See file dsdata.txt to determine how the superseded data were derived.
 OO0664
 OO0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH386726(NAD 83)
 OO0664_MARKER: DD = SURVEY DISK
 OO0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0664_SP_SET: CULVERT
 OO0664_STAMPING: 41-13 1934
 OO0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0664
 OO0664  HISTORY     - Date     Condition        Report By
 OO0664  HISTORY     - 1934     MONUMENTED       IAGS
 OO0664  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0664
 OO0664                          STATION DESCRIPTION
 OO0664
 OO0664'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 OO0664'2 MI E FROM BRITT.
 OO0664'2 MILES EAST ALONG U.S. HIGHWAY 18 FROM THE EAST CITY LIMITS AT BRITT,
 OO0664'NEAR THE EAST LINE OF SEC. 26, T. 96 N., R. 25 W., AT AN 18-INCH TILE
 OO0664'CULVERT, AND IN THE TOP OF THE NORTH HEADWALL.  A STATE SURVEY
 OO0664'STANDARD DISK, STAMPED 41-13 1934.
 OO0664
 OO0664                          STATION RECOVERY (1972)
 OO0664
 OO0664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0674 ***********************************************************************
 OO0674  DESIGNATION -  41 14
 OO0674  PID         -  OO0674
 OO0674  STATE/COUNTY-  IA/HANCOCK
 OO0674  USGS QUAD   -  GARNER (1972)
 OO0674
 OO0674                         *CURRENT SURVEY CONTROL
 OO0674  ___________________________________________________________________
 OO0674* NAD 83(1986)-  43 05 26.     (N)    093 36 59.     (W)     SCALED    
 OO0674* NAVD 88     -       372.571  (meters)    1222.34   (feet)  ADJUSTED  
 OO0674  ___________________________________________________________________
 OO0674  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 OO0674  DYNAMIC HT  -         372.454 (meters)    1221.96  (feet)  COMP
 OO0674  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 OO0674
 OO0674  VERT ORDER  -  FIRST     CLASS II
 OO0674
 OO0674.The horizontal coordinates were scaled from a topographic map and have
 OO0674.an estimated accuracy of +/- 6 seconds.
 OO0674
 OO0674.The orthometric height was determined by differential leveling
 OO0674.and adjusted by the National Geodetic Survey in June 1991..
 OO0674
 OO0674.The geoid height was determined by GEOID03.
 OO0674
 OO0674.The dynamic height is computed by dividing the NAVD 88
 OO0674.geopotential number by the normal gravity value computed on the
 OO0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0674.degrees latitude (g = 980.6199 gals.).
 OO0674
 OO0674.The modeled gravity was interpolated from observed gravity values.
 OO0674
 OO0674;                    North         East    Units  Estimated Accuracy
 OO0674;SPC IA N     - 1,176,680.    1,490,520.      MT  (+/- 180 meters Scaled)
 OO0674
 OO0674                          SUPERSEDED SURVEY CONTROL
 OO0674
 OO0674  NGVD 29 (??/??/92)  372.53   (m)         1222.2    (f) COMPUTED    1 2
 OO0674
 OO0674.Superseded values are not recommended for survey control.
 OO0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0674.See file dsdata.txt to determine how the superseded data were derived.
 OO0674
 OO0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH498710(NAD 83)
 OO0674_MARKER: DD = SURVEY DISK
 OO0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0674_STAMPING: 41-14
 OO0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0674+STABILITY: SURFACE MOTION
 OO0674
 OO0674  HISTORY     - Date     Condition        Report By
 OO0674  HISTORY     - UNK      MONUMENTED       IAGS
 OO0674  HISTORY     - 1934     GOOD             NGS
 OO0674
 OO0674                          STATION DESCRIPTION
 OO0674
 OO0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0674'0.2 MI W FROM GARNER.
 OO0674'0.2 MILE WEST ALONG A GRAVEL ROAD FROM THE SOUTHWEST CORNER OF GARNER,
 OO0674'IN SEC. 31, T. 96 N., R. 23 W., NEAR THE INTERSECTION OF U.S. HIGHWAY
 OO0674'69, 531 FEET EAST-SOUTHEAST OF A LEAD PLUG IN THE CENTER OF THE
 OO0674'INTERSECTION, 157 FEET SOUTHWEST OF THE WEST EVERGREEN TREE IN A
 OO0674'GROOVE, AND 1 FOOT NORTH OF A FENCE.  A STATE SURVEY STANDARD DISK,
 OO0674'STAMPED 41-14 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0665 ***********************************************************************
 OO0665  DESIGNATION -  41 14
 OO0665  PID         -  OO0665
 OO0665  STATE/COUNTY-  IA/HANCOCK
 OO0665  USGS QUAD   -  DUNCAN (1972)
 OO0665
 OO0665                         *CURRENT SURVEY CONTROL
 OO0665  ___________________________________________________________________
 OO0665* NAD 83(1986)-  43 06 17.     (N)    093 44 00.     (W)     SCALED    
 OO0665* NAVD 88     -       372.997  (meters)    1223.74   (feet)  ADJUSTED  
 OO0665  ___________________________________________________________________
 OO0665  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 OO0665  DYNAMIC HT  -         372.875 (meters)    1223.34  (feet)  COMP
 OO0665  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 OO0665
 OO0665  VERT ORDER  -  FIRST     CLASS II
 OO0665
 OO0665.The horizontal coordinates were scaled from a topographic map and have
 OO0665.an estimated accuracy of +/- 6 seconds.
 OO0665
 OO0665.The orthometric height was determined by differential leveling
 OO0665.and adjusted by the National Geodetic Survey in June 1991..
 OO0665
 OO0665.The geoid height was determined by GEOID03.
 OO0665
 OO0665.The dynamic height is computed by dividing the NAVD 88
 OO0665.geopotential number by the normal gravity value computed on the
 OO0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0665.degrees latitude (g = 980.6199 gals.).
 OO0665
 OO0665.The modeled gravity was interpolated from observed gravity values.
 OO0665
 OO0665;                    North         East    Units  Estimated Accuracy
 OO0665;SPC IA N     - 1,178,280.    1,481,010.      MT  (+/- 180 meters Scaled)
 OO0665
 OO0665                          SUPERSEDED SURVEY CONTROL
 OO0665
 OO0665  NGVD 29 (??/??/92)  372.95   (m)         1223.6    (f) COMPUTED    1 2
 OO0665
 OO0665.Superseded values are not recommended for survey control.
 OO0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0665.See file dsdata.txt to determine how the superseded data were derived.
 OO0665
 OO0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH403727(NAD 83)
 OO0665_MARKER: DD = SURVEY DISK
 OO0665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0665_SP_SET: CULVERT
 OO0665_STAMPING: 41-14 1934
 OO0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0665
 OO0665  HISTORY     - Date     Condition        Report By
 OO0665  HISTORY     - 1934     MONUMENTED       IAGS
 OO0665  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0665
 OO0665                          STATION DESCRIPTION
 OO0665
 OO0665'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 OO0665'1.3 MI W FROM DUNCAN.
 OO0665'1.3 MILES WEST ALONG U.S. HIGHWAY 18 FROM DUNCAN, IN SEC. 30, T. 96
 OO0665'N., R. 24 W., AT A 5- BY 10-FOOT BOX CULVERT, AND IN THE TOP OF THE
 OO0665'NORTH HEADWALL.  A STATE SURVEY STANDARD DISK, STAMPED 41-14 1934.
 OO0665
 OO0665                          STATION RECOVERY (1972)
 OO0665
 OO0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0673 ***********************************************************************
 OO0673  DESIGNATION -  41 15
 OO0673  PID         -  OO0673
 OO0673  STATE/COUNTY-  IA/HANCOCK
 OO0673  USGS QUAD   -  GARNER (1972)
 OO0673
 OO0673                         *CURRENT SURVEY CONTROL
 OO0673  ___________________________________________________________________
 OO0673* NAD 83(1986)-  43 05 26.     (N)    093 36 59.     (W)     SCALED    
 OO0673* NAVD 88     -       370.605  (meters)    1215.89   (feet)  ADJUSTED  
 OO0673  ___________________________________________________________________
 OO0673  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 OO0673  DYNAMIC HT  -         370.488 (meters)    1215.51  (feet)  COMP
 OO0673  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 OO0673
 OO0673  VERT ORDER  -  FIRST     CLASS II
 OO0673
 OO0673.The horizontal coordinates were scaled from a topographic map and have
 OO0673.an estimated accuracy of +/- 6 seconds.
 OO0673
 OO0673.The orthometric height was determined by differential leveling
 OO0673.and adjusted by the National Geodetic Survey in June 1991..
 OO0673
 OO0673.The geoid height was determined by GEOID03.
 OO0673
 OO0673.The dynamic height is computed by dividing the NAVD 88
 OO0673.geopotential number by the normal gravity value computed on the
 OO0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0673.degrees latitude (g = 980.6199 gals.).
 OO0673
 OO0673.The modeled gravity was interpolated from observed gravity values.
 OO0673
 OO0673;                    North         East    Units  Estimated Accuracy
 OO0673;SPC IA N     - 1,176,680.    1,490,520.      MT  (+/- 180 meters Scaled)
 OO0673
 OO0673                          SUPERSEDED SURVEY CONTROL
 OO0673
 OO0673  NGVD 29 (??/??/92)  370.57   (m)         1215.8    (f) COMPUTED    1 2
 OO0673
 OO0673.Superseded values are not recommended for survey control.
 OO0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0673.See file dsdata.txt to determine how the superseded data were derived.
 OO0673
 OO0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH498710(NAD 83)
 OO0673_MARKER: DD = SURVEY DISK
 OO0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0673_STAMPING: 41-15
 OO0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0673+STABILITY: SURFACE MOTION
 OO0673
 OO0673  HISTORY     - Date     Condition        Report By
 OO0673  HISTORY     - UNK      MONUMENTED       IAGS
 OO0673  HISTORY     - 1934     GOOD             NGS
 OO0673  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0673
 OO0673                          STATION DESCRIPTION
 OO0673
 OO0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0673'0.25 MI W FROM GARNER.
 OO0673'0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE SOUTHWEST CORNER OF
 OO0673'GARNER, IN SEC. 36, T. 96 N., R. 24 W., NEAR THE EAST QUARTER CORNER,
 OO0673'AT THE INTERSECTION OF U.S. HIGHWAY 69, 344 FEET NORTHWEST OF A LEAD
 OO0673'PLUG IN THE CENTER OF THE INTERSECTION, 66 FEET SOUTHEAST OF THE
 OO0673'SOUTHEAST CORNER OF A HOUSE, AND 34 FEET SOUTHWEST OF THE EAST
 OO0673'EVERGREEN TREE.  A STATE SURVEY STANDARD DISK, STAMPED 41-15 AND SET
 OO0673'IN THE TOP OF A CONCRETE POST.
 OO0673
 OO0673                          STATION RECOVERY (1972)
 OO0673
 OO0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0667 ***********************************************************************
 OO0667  DESIGNATION -  41 15
 OO0667  PID         -  OO0667
 OO0667  STATE/COUNTY-  IA/HANCOCK
 OO0667  USGS QUAD   -  DUNCAN (1972)
 OO0667
 OO0667                         *CURRENT SURVEY CONTROL
 OO0667  ___________________________________________________________________
 OO0667* NAD 83(1986)-  43 06 18.     (N)    093 42 34.     (W)     SCALED    
 OO0667* NAVD 88     -       378.009  (meters)    1240.18   (feet)  ADJUSTED  
 OO0667  ___________________________________________________________________
 OO0667  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 OO0667  DYNAMIC HT  -         377.886 (meters)    1239.78  (feet)  COMP
 OO0667  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 OO0667
 OO0667  VERT ORDER  -  FIRST     CLASS II
 OO0667
 OO0667.The horizontal coordinates were scaled from a topographic map and have
 OO0667.an estimated accuracy of +/- 6 seconds.
 OO0667
 OO0667.The orthometric height was determined by differential leveling
 OO0667.and adjusted by the National Geodetic Survey in June 1991..
 OO0667
 OO0667.The geoid height was determined by GEOID03.
 OO0667
 OO0667.The dynamic height is computed by dividing the NAVD 88
 OO0667.geopotential number by the normal gravity value computed on the
 OO0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0667.degrees latitude (g = 980.6199 gals.).
 OO0667
 OO0667.The modeled gravity was interpolated from observed gravity values.
 OO0667
 OO0667;                    North         East    Units  Estimated Accuracy
 OO0667;SPC IA N     - 1,178,300.    1,482,950.      MT  (+/- 180 meters Scaled)
 OO0667
 OO0667                          SUPERSEDED SURVEY CONTROL
 OO0667
 OO0667  NGVD 29 (??/??/92)  377.96   (m)         1240.0    (f) COMPUTED    1 2
 OO0667
 OO0667.Superseded values are not recommended for survey control.
 OO0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0667.See file dsdata.txt to determine how the superseded data were derived.
 OO0667
 OO0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH422727(NAD 83)
 OO0667_MARKER: DD = SURVEY DISK
 OO0667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0667_SP_SET: CULVERT
 OO0667_STAMPING: 41-15 1934
 OO0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0667
 OO0667  HISTORY     - Date     Condition        Report By
 OO0667  HISTORY     - 1934     MONUMENTED       IAGS
 OO0667  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0667
 OO0667                          STATION DESCRIPTION
 OO0667
 OO0667'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 OO0667'IN DUNCAN.
 OO0667'AT DUNCAN, ON U.S. HIGHWAY 18, 400 FEET EAST OF THE GENERAL STORE, AT
 OO0667'A 2- BY 2-FOOT BOX CULVERT, AND IN THE TOP OF THE NORTH HEADWALL.  A
 OO0667'STATE SURVEY STANDARD DISK, STAMPED 41-15 1934.
 OO0667
 OO0667                          STATION RECOVERY (1972)
 OO0667
 OO0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0666 ***********************************************************************
 OO0666  DESIGNATION -  41 157
 OO0666  PID         -  OO0666
 OO0666  STATE/COUNTY-  IA/HANCOCK
 OO0666  USGS QUAD   -  DUNCAN (1972)
 OO0666
 OO0666                         *CURRENT SURVEY CONTROL
 OO0666  ___________________________________________________________________
 OO0666* NAD 83(1986)-  43 06 27.     (N)    093 42 52.     (W)     SCALED    
 OO0666* NAVD 88     -       376.756  (meters)    1236.07   (feet)  ADJUSTED  
 OO0666  ___________________________________________________________________
 OO0666  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 OO0666  DYNAMIC HT  -         376.633 (meters)    1235.67  (feet)  COMP
 OO0666  MODELED GRAV-     980,284.2   (mgal)                       NAVD 88
 OO0666
 OO0666  VERT ORDER  -  FIRST     CLASS II
 OO0666
 OO0666.The horizontal coordinates were scaled from a topographic map and have
 OO0666.an estimated accuracy of +/- 6 seconds.
 OO0666
 OO0666.The orthometric height was determined by differential leveling
 OO0666.and adjusted by the National Geodetic Survey in June 1991..
 OO0666
 OO0666.The geoid height was determined by GEOID03.
 OO0666
 OO0666.The dynamic height is computed by dividing the NAVD 88
 OO0666.geopotential number by the normal gravity value computed on the
 OO0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0666.degrees latitude (g = 980.6199 gals.).
 OO0666
 OO0666.The modeled gravity was interpolated from observed gravity values.
 OO0666
 OO0666;                    North         East    Units  Estimated Accuracy
 OO0666;SPC IA N     - 1,178,580.    1,482,550.      MT  (+/- 180 meters Scaled)
 OO0666
 OO0666                          SUPERSEDED SURVEY CONTROL
 OO0666
 OO0666  NGVD 29 (??/??/92)  376.712  (m)         1235.93   (f) ADJ UNCH    1 2
 OO0666
 OO0666.Superseded values are not recommended for survey control.
 OO0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0666.See file dsdata.txt to determine how the superseded data were derived.
 OO0666
 OO0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH418730(NAD 83)
 OO0666_MARKER: DD = SURVEY DISK
 OO0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0666_STAMPING: 41-157
 OO0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0666+STABILITY: SURFACE MOTION
 OO0666
 OO0666  HISTORY     - Date     Condition        Report By
 OO0666  HISTORY     - UNK      MONUMENTED       IAGS
 OO0666  HISTORY     - 1934     GOOD             NGS
 OO0666  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0666
 OO0666                          STATION DESCRIPTION
 OO0666
 OO0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0666'0.3 MI W FROM GARNER.
 OO0666'0.3 MILE WEST ALONG U.S. HIGHWAY 18 FROM DUNCAN, THENCE 0.2 MILE NORTH
 OO0666'ALONG A GRAVEL COUNTY ROAD.  IN THE NORTHWEST QUARTER OF SEC. 29, T.
 OO0666'96 N., R. 24 W., 86.6 FEET NORTH OF THE FIFTH POLE NORTH OF THE
 OO0666'HIGHWAY, 216 FEET SOUTHEAST OF THE NORTH POST OF A GATE, 63.3 FEET
 OO0666'EAST OF A BLAZED FENCE POST, 30 FEET EAST OF THE CENTERLINE OF THE
 OO0666'ROAD, AND 0.8 FOOT WEST OF A FENCE.  A STATE SURVEY STANDARD DISK,
 OO0666'STAMPED 41-157 AND SET IN THE TOP OF A CONCRETE POST.
 OO0666
 OO0666                          STATION RECOVERY (1972)
 OO0666
 OO0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0672 ***********************************************************************
 OO0672  DESIGNATION -  41 16
 OO0672  PID         -  OO0672
 OO0672  STATE/COUNTY-  IA/HANCOCK
 OO0672  USGS QUAD   -  DUNCAN (1972)
 OO0672
 OO0672                         *CURRENT SURVEY CONTROL
 OO0672  ___________________________________________________________________
 OO0672* NAD 83(1986)-  43 05 28.     (N)    093 38 09.     (W)     SCALED    
 OO0672* NAVD 88     -       370.397  (meters)    1215.21   (feet)  ADJUSTED  
 OO0672  ___________________________________________________________________
 OO0672  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 OO0672  DYNAMIC HT  -         370.279 (meters)    1214.82  (feet)  COMP
 OO0672  MODELED GRAV-     980,290.6   (mgal)                       NAVD 88
 OO0672
 OO0672  VERT ORDER  -  FIRST     CLASS II
 OO0672
 OO0672.The horizontal coordinates were scaled from a topographic map and have
 OO0672.an estimated accuracy of +/- 6 seconds.
 OO0672
 OO0672.The orthometric height was determined by differential leveling
 OO0672.and adjusted by the National Geodetic Survey in June 1991..
 OO0672
 OO0672.The geoid height was determined by GEOID03.
 OO0672
 OO0672.The dynamic height is computed by dividing the NAVD 88
 OO0672.geopotential number by the normal gravity value computed on the
 OO0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0672.degrees latitude (g = 980.6199 gals.).
 OO0672
 OO0672.The modeled gravity was interpolated from observed gravity values.
 OO0672
 OO0672;                    North         East    Units  Estimated Accuracy
 OO0672;SPC IA N     - 1,176,750.    1,488,940.      MT  (+/- 180 meters Scaled)
 OO0672
 OO0672                          SUPERSEDED SURVEY CONTROL
 OO0672
 OO0672  NGVD 29 (??/??/92)  370.36   (m)         1215.1    (f) COMPUTED    1 2
 OO0672
 OO0672.Superseded values are not recommended for survey control.
 OO0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0672.See file dsdata.txt to determine how the superseded data were derived.
 OO0672
 OO0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH482711(NAD 83)
 OO0672_MARKER: DD = SURVEY DISK
 OO0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0672_STAMPING: 41-16
 OO0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0672+STABILITY: SURFACE MOTION
 OO0672
 OO0672  HISTORY     - Date     Condition        Report By
 OO0672  HISTORY     - UNK      MONUMENTED       IAGS
 OO0672  HISTORY     - 1934     GOOD             NGS
 OO0672  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0672
 OO0672                          STATION DESCRIPTION
 OO0672
 OO0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0672'1.25 MI W FROM GARNER.
 OO0672'1-1/4 MILES WEST ALONG A GRAVEL ROAD FROM THE SOUTHWEST CORNER OF
 OO0672'GARNER, IN SEC. 36, T. 96 N., R. 24 W., 307 FEET NORTHEAST OF THE
 OO0672'CORNERSTONE AT THE WEST QUARTER CORNER, 152 FEET NORTHWEST OF A
 OO0672'POWER-TRANSMISSION LINE POLE, AND 84.0 FEET NORTHEAST OF ANOTHER
 OO0672'POWER-TRANSMISSION LINE POLE.  A STATE SURVEY STANDARD DISK, STAMPED
 OO0672'41-16 AND SET IN THE TOP OF A CONCRETE POST.
 OO0672
 OO0672                          STATION RECOVERY (1972)
 OO0672
 OO0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0668 ***********************************************************************
 OO0668  DESIGNATION -  41 16
 OO0668  PID         -  OO0668
 OO0668  STATE/COUNTY-  IA/HANCOCK
 OO0668  USGS QUAD   -  DUNCAN (1972)
 OO0668
 OO0668                         *CURRENT SURVEY CONTROL
 OO0668  ___________________________________________________________________
 OO0668* NAD 83(1986)-  43 06 18.     (N)    093 40 57.     (W)     SCALED    
 OO0668* NAVD 88     -       378.601  (meters)    1242.13   (feet)  ADJUSTED  
 OO0668  ___________________________________________________________________
 OO0668  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 OO0668  DYNAMIC HT  -         378.478 (meters)    1241.72  (feet)  COMP
 OO0668  MODELED GRAV-     980,284.8   (mgal)                       NAVD 88
 OO0668
 OO0668  VERT ORDER  -  FIRST     CLASS II
 OO0668
 OO0668.The horizontal coordinates were scaled from a topographic map and have
 OO0668.an estimated accuracy of +/- 6 seconds.
 OO0668
 OO0668.The orthometric height was determined by differential leveling
 OO0668.and adjusted by the National Geodetic Survey in June 1991..
 OO0668
 OO0668.The geoid height was determined by GEOID03.
 OO0668
 OO0668.The dynamic height is computed by dividing the NAVD 88
 OO0668.geopotential number by the normal gravity value computed on the
 OO0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0668.degrees latitude (g = 980.6199 gals.).
 OO0668
 OO0668.The modeled gravity was interpolated from observed gravity values.
 OO0668
 OO0668;                    North         East    Units  Estimated Accuracy
 OO0668;SPC IA N     - 1,178,300.    1,485,150.      MT  (+/- 180 meters Scaled)
 OO0668
 OO0668                          SUPERSEDED SURVEY CONTROL
 OO0668
 OO0668  NGVD 29 (??/??/92)  378.56   (m)         1242.0    (f) COMPUTED    1 2
 OO0668
 OO0668.Superseded values are not recommended for survey control.
 OO0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0668.See file dsdata.txt to determine how the superseded data were derived.
 OO0668
 OO0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH444727(NAD 83)
 OO0668_MARKER: DD = SURVEY DISK
 OO0668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0668_SP_SET: CULVERT
 OO0668_STAMPING: 41-16 1934
 OO0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0668
 OO0668  HISTORY     - Date     Condition        Report By
 OO0668  HISTORY     - 1934     MONUMENTED       IAGS
 OO0668  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0668
 OO0668                          STATION DESCRIPTION
 OO0668
 OO0668'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 OO0668'1.3 MI E FROM DUNCAN.
 OO0668'1.3 MILES EAST ALONG U.S. HIGHWAY 18 FROM DUNCAN, IN THE NORTHWEST
 OO0668'QUARTER OF SEC. 28, T. 96 N., R. 24 W., AT A 2- BY 2-FOOT CONCRETE BOX
 OO0668'CULVERT, AND IN THE TOP OF THE NORTH HEADWALL.  A STATE SURVEY
 OO0668'STANDARD DISK, STAMPED 41-16 1934.
 OO0668
 OO0668                          STATION RECOVERY (1972)
 OO0668
 OO0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0670 ***********************************************************************
 OO0670  DESIGNATION -  41 164
 OO0670  PID         -  OO0670
 OO0670  STATE/COUNTY-  IA/HANCOCK
 OO0670  USGS QUAD   -  DUNCAN (1972)
 OO0670
 OO0670                         *CURRENT SURVEY CONTROL
 OO0670  ___________________________________________________________________
 OO0670* NAD 83(1986)-  43 06 19.     (N)    093 38 10.     (W)     SCALED    
 OO0670* NAVD 88     -       371.314  (meters)    1218.22   (feet)  ADJUSTED  
 OO0670  ___________________________________________________________________
 OO0670  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 OO0670  DYNAMIC HT  -         371.195 (meters)    1217.83  (feet)  COMP
 OO0670  MODELED GRAV-     980,289.9   (mgal)                       NAVD 88
 OO0670
 OO0670  VERT ORDER  -  FIRST     CLASS II
 OO0670
 OO0670.The horizontal coordinates were scaled from a topographic map and have
 OO0670.an estimated accuracy of +/- 6 seconds.
 OO0670
 OO0670.The orthometric height was determined by differential leveling
 OO0670.and adjusted by the National Geodetic Survey in June 1991..
 OO0670
 OO0670.The geoid height was determined by GEOID03.
 OO0670
 OO0670.The dynamic height is computed by dividing the NAVD 88
 OO0670.geopotential number by the normal gravity value computed on the
 OO0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0670.degrees latitude (g = 980.6199 gals.).
 OO0670
 OO0670.The modeled gravity was interpolated from observed gravity values.
 OO0670
 OO0670;                    North         East    Units  Estimated Accuracy
 OO0670;SPC IA N     - 1,178,320.    1,488,920.      MT  (+/- 180 meters Scaled)
 OO0670
 OO0670                          SUPERSEDED SURVEY CONTROL
 OO0670
 OO0670  NGVD 29 (??/??/92)  371.274  (m)         1218.09   (f) ADJ UNCH    1 2
 OO0670
 OO0670.Superseded values are not recommended for survey control.
 OO0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0670.See file dsdata.txt to determine how the superseded data were derived.
 OO0670
 OO0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH482727(NAD 83)
 OO0670_MARKER: DD = SURVEY DISK
 OO0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0670_STAMPING: 41-164
 OO0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0670+STABILITY: SURFACE MOTION
 OO0670
 OO0670  HISTORY     - Date     Condition        Report By
 OO0670  HISTORY     - UNK      MONUMENTED       IAGS
 OO0670  HISTORY     - 1934     GOOD             NGS
 OO0670  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0670
 OO0670                          STATION DESCRIPTION
 OO0670
 OO0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0670'1.3 MI W FROM GARNER.
 OO0670'1.3 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE WEST CITY LIMITS AT
 OO0670'GARNER, IN SEC. 25, T. 96 N., R. 24 W., AT THE INTERSECTION OF U.S.
 OO0670'HIGHWAY 69 LEADING NORTH, 64.4 FEET SOUTHEAST OF A CONCRETE
 OO0670'RIGHT-OF-WAY POST AT THE NORTHWEST CORNER OF THE INTERSECTION, 55.4
 OO0670'FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY POST AT THE SOUTHEAST
 OO0670'CORNER, 33.8 FEET NORTHEAST OF A LEAD PLUG IN THE PAVEMENT MARKING THE
 OO0670'WEST QUARTER CORNER OF THE SECTION, AND NEAR A WHITE WOODEN WITNESS
 OO0670'POST.  A STATE SURVEY STANDARD DISK, STAMPED 41-164 AND SET IN THE TOP
 OO0670'OF A CONCRETE POST.  NOTE-- RIGHT-OF-WAY POST AND WITNESS POST NO
 OO0670'LONGER THERE.
 OO0670
 OO0670                          STATION RECOVERY (1972)
 OO0670
 OO0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0671 ***********************************************************************
 OO0671  DESIGNATION -  41 165
 OO0671  PID         -  OO0671
 OO0671  STATE/COUNTY-  IA/HANCOCK
 OO0671  USGS QUAD   -  DUNCAN (1972)
 OO0671
 OO0671                         *CURRENT SURVEY CONTROL
 OO0671  ___________________________________________________________________
 OO0671* NAD 83(1986)-  43 05 33.     (N)    093 38 09.     (W)     SCALED    
 OO0671* NAVD 88     -       369.492  (meters)    1212.24   (feet)  ADJUSTED  
 OO0671  ___________________________________________________________________
 OO0671  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 OO0671  DYNAMIC HT  -         369.373 (meters)    1211.85  (feet)  COMP
 OO0671  MODELED GRAV-     980,290.5   (mgal)                       NAVD 88
 OO0671
 OO0671  VERT ORDER  -  FIRST     CLASS II
 OO0671
 OO0671.The horizontal coordinates were scaled from a topographic map and have
 OO0671.an estimated accuracy of +/- 6 seconds.
 OO0671
 OO0671.The orthometric height was determined by differential leveling
 OO0671.and adjusted by the National Geodetic Survey in June 1991..
 OO0671
 OO0671.The geoid height was determined by GEOID03.
 OO0671
 OO0671.The dynamic height is computed by dividing the NAVD 88
 OO0671.geopotential number by the normal gravity value computed on the
 OO0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0671.degrees latitude (g = 980.6199 gals.).
 OO0671
 OO0671.The modeled gravity was interpolated from observed gravity values.
 OO0671
 OO0671;                    North         East    Units  Estimated Accuracy
 OO0671;SPC IA N     - 1,176,900.    1,488,940.      MT  (+/- 180 meters Scaled)
 OO0671
 OO0671                          SUPERSEDED SURVEY CONTROL
 OO0671
 OO0671  NGVD 29 (??/??/92)  369.452  (m)         1212.11   (f) ADJ UNCH    1 2
 OO0671
 OO0671.Superseded values are not recommended for survey control.
 OO0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0671.See file dsdata.txt to determine how the superseded data were derived.
 OO0671
 OO0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH482712(NAD 83)
 OO0671_MARKER: DD = SURVEY DISK
 OO0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0671_STAMPING: 41-165
 OO0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0671+STABILITY: SURFACE MOTION
 OO0671
 OO0671  HISTORY     - Date     Condition        Report By
 OO0671  HISTORY     - UNK      MONUMENTED       IAGS
 OO0671  HISTORY     - 1934     GOOD             NGS
 OO0671  HISTORY     - 20020808 POOR             NGS
 OO0671
 OO0671                          STATION DESCRIPTION
 OO0671
 OO0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0671'1.25 MI W FROM GARNER.
 OO0671'1-1/4 MILES WEST OF THE SOUTHWEST CORNER OF GARNER, ABOUT 0.9 MILE
 OO0671'SOUTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF U.S. HIGHWAYS 18
 OO0671'AND 69, IN SEC. 36, T. 96 N., R. 24 W., 681 FEET NORTH OF THE WEST
 OO0671'QUARTER CORNER OF THE SECTION, 146 FEET SOUTHEAST OF THE SOUTHEAST
 OO0671'CORNER OF THE SOUTHEAST WING WALL OF A CONCRETE BRIDGE, 129 FEET
 OO0671'SOUTHEAST OF THE SOUTH POST OF A GATE, 78.0 FEET NORTHEAST OF A
 OO0671'POWER-TRANSMISSION LINE POLE, EAST OF THE ROAD, AND 1 FOOT WEST OF THE
 OO0671'EAST FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 41-165 AND SET IN
 OO0671'THE TOP OF A CONCRETE POST.
 OO0671
 OO0671                          STATION RECOVERY (2002)
 OO0671
 OO0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (MLS)
 OO0671'DESCRIPTION IS ADEQUATE - MONUMENT HAS BEEN DISTURBED. ESTABLISHED
 OO0671'WGS84 COORDINATES FROM OO0687 - 43 05 32.36843 N  93 38 09.54153 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0669 ***********************************************************************
 OO0669  DESIGNATION -  41 17
 OO0669  PID         -  OO0669
 OO0669  STATE/COUNTY-  IA/HANCOCK
 OO0669  USGS QUAD   -  DUNCAN (1972)
 OO0669
 OO0669                         *CURRENT SURVEY CONTROL
 OO0669  ___________________________________________________________________
 OO0669* NAD 83(1986)-  43 06 00.     (N)    093 40 33.     (W)     SCALED    
 OO0669* NAVD 88     -       371.900  (meters)    1220.14   (feet)  ADJUSTED  
 OO0669  ___________________________________________________________________
 OO0669  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 OO0669  DYNAMIC HT  -         371.779 (meters)    1219.74  (feet)  COMP
 OO0669  MODELED GRAV-     980,285.0   (mgal)                       NAVD 88
 OO0669
 OO0669  VERT ORDER  -  FIRST     CLASS II
 OO0669
 OO0669.The horizontal coordinates were scaled from a topographic map and have
 OO0669.an estimated accuracy of +/- 6 seconds.
 OO0669
 OO0669.The orthometric height was determined by differential leveling
 OO0669.and adjusted by the National Geodetic Survey in June 1991..
 OO0669
 OO0669.The geoid height was determined by GEOID03.
 OO0669
 OO0669.The dynamic height is computed by dividing the NAVD 88
 OO0669.geopotential number by the normal gravity value computed on the
 OO0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0669.degrees latitude (g = 980.6199 gals.).
 OO0669
 OO0669.The modeled gravity was interpolated from observed gravity values.
 OO0669
 OO0669;                    North         East    Units  Estimated Accuracy
 OO0669;SPC IA N     - 1,177,740.    1,485,690.      MT  (+/- 180 meters Scaled)
 OO0669
 OO0669                          SUPERSEDED SURVEY CONTROL
 OO0669
 OO0669  NGVD 29 (??/??/92)  371.858  (m)         1220.00   (f) ADJ UNCH    1 2
 OO0669
 OO0669.Superseded values are not recommended for survey control.
 OO0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0669.See file dsdata.txt to determine how the superseded data were derived.
 OO0669
 OO0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH450721(NAD 83)
 OO0669_MARKER: DD = SURVEY DISK
 OO0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0669_SP_SET: CULVERT
 OO0669_STAMPING: 41-17 1934
 OO0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0669
 OO0669  HISTORY     - Date     Condition        Report By
 OO0669  HISTORY     - 1934     MONUMENTED       IAGS
 OO0669
 OO0669                          STATION DESCRIPTION
 OO0669
 OO0669'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 OO0669'2.3 MI E FROM DUNCAN.
 OO0669'2.3 MILES EAST ALONG U.S. HIGHWAY 18 FROM DUNCAN, IN SEC. 27, T. 96
 OO0669'N., R. 24 W., AT A 2- BY 4-FOOT CONCRETE BOX CULVERT, AND IN THE TOP
 OO0669'OF THE NORTH HEADWALL.  A STATE SURVEY STANDARD DISK, STAMPED 41-17
 OO0669'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0686 ***********************************************************************
 OO0686  DESIGNATION -  41 2
 OO0686  PID         -  OO0686
 OO0686  STATE/COUNTY-  IA/HANCOCK
 OO0686  USGS QUAD   -  GARNER (1972)
 OO0686
 OO0686                         *CURRENT SURVEY CONTROL
 OO0686  ___________________________________________________________________
 OO0686* NAD 83(1986)-  43 07 27.     (N)    093 31 04.     (W)     SCALED    
 OO0686* NAVD 88     -       383.144  (meters)    1257.03   (feet)  ADJUSTED  
 OO0686  ___________________________________________________________________
 OO0686  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 OO0686  DYNAMIC HT  -         383.036 (meters)    1256.68  (feet)  COMP
 OO0686  MODELED GRAV-     980,326.8   (mgal)                       NAVD 88
 OO0686
 OO0686  VERT ORDER  -  FIRST     CLASS II
 OO0686
 OO0686.The horizontal coordinates were scaled from a topographic map and have
 OO0686.an estimated accuracy of +/- 6 seconds.
 OO0686
 OO0686.The orthometric height was determined by differential leveling
 OO0686.and adjusted by the National Geodetic Survey in June 1991..
 OO0686
 OO0686.The geoid height was determined by GEOID03.
 OO0686
 OO0686.The dynamic height is computed by dividing the NAVD 88
 OO0686.geopotential number by the normal gravity value computed on the
 OO0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0686.degrees latitude (g = 980.6199 gals.).
 OO0686
 OO0686.The modeled gravity was interpolated from observed gravity values.
 OO0686
 OO0686;                    North         East    Units  Estimated Accuracy
 OO0686;SPC IA N     - 1,180,410.    1,498,550.      MT  (+/- 180 meters Scaled)
 OO0686
 OO0686                          SUPERSEDED SURVEY CONTROL
 OO0686
 OO0686  NGVD 29 (??/??/92)  383.119  (m)         1256.95   (f) ADJ UNCH    1 2
 OO0686
 OO0686.Superseded values are not recommended for survey control.
 OO0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0686.See file dsdata.txt to determine how the superseded data were derived.
 OO0686
 OO0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH578747(NAD 83)
 OO0686_MARKER: DD = SURVEY DISK
 OO0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0686_STAMPING: 41-2
 OO0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0686+STABILITY: SURFACE MOTION
 OO0686
 OO0686  HISTORY     - Date     Condition        Report By
 OO0686  HISTORY     - UNK      MONUMENTED       IAGS
 OO0686  HISTORY     - 1934     GOOD             NGS
 OO0686  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0686
 OO0686                          STATION DESCRIPTION
 OO0686
 OO0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0686'2.0 MI W FROM GARNER.
 OO0686'IN HANCOCK COUNTY, 2.0 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE
 OO0686'COUNTY-ROAD CROSSING AT VENTURA, CERRO GORDO COUNTY, JUST NORTH ALONG
 OO0686'A GRAVEL ROAD FROM A TURN IN THE HIGHWAY, AT THE CROSSING OF THE
 OO0686'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, IN SEC. 23, T. 96
 OO0686'N., R. 23 W., 105 FEET SOUTHEAST OF A JOINT IN THE SOUTHEAST RAIL,
 OO0686'88.6 FEET SOUTHWEST OF A POLE, 76.5 FEET SOUTHEAST OF ANOTHER POLE,
 OO0686'AND 9.2 FEET NORTH OF A THIRD POLE.  A STATE SURVEY STANDARD DISK,
 OO0686'STAMPED 41-2 AND SET IN THE TOP OF A CONCRETE POST.
 OO0686
 OO0686                          STATION RECOVERY (1972)
 OO0686
 OO0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0685 ***********************************************************************
 OO0685  DESIGNATION -  41 3
 OO0685  PID         -  OO0685
 OO0685  STATE/COUNTY-  IA/HANCOCK
 OO0685  USGS QUAD   -  GARNER (1972)
 OO0685
 OO0685                         *CURRENT SURVEY CONTROL
 OO0685  ___________________________________________________________________
 OO0685* NAD 83(1986)-  43 07 04.     (N)    093 31 04.     (W)     SCALED    
 OO0685* NAVD 88     -       383.314  (meters)    1257.59   (feet)  ADJUSTED  
 OO0685  ___________________________________________________________________
 OO0685  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 OO0685  DYNAMIC HT  -         383.206 (meters)    1257.23  (feet)  COMP
 OO0685  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 OO0685
 OO0685  VERT ORDER  -  FIRST     CLASS II
 OO0685
 OO0685.The horizontal coordinates were scaled from a topographic map and have
 OO0685.an estimated accuracy of +/- 6 seconds.
 OO0685
 OO0685.The orthometric height was determined by differential leveling
 OO0685.and adjusted by the National Geodetic Survey in June 1991..
 OO0685
 OO0685.The geoid height was determined by GEOID03.
 OO0685
 OO0685.The dynamic height is computed by dividing the NAVD 88
 OO0685.geopotential number by the normal gravity value computed on the
 OO0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0685.degrees latitude (g = 980.6199 gals.).
 OO0685
 OO0685.The modeled gravity was interpolated from observed gravity values.
 OO0685
 OO0685;                    North         East    Units  Estimated Accuracy
 OO0685;SPC IA N     - 1,179,700.    1,498,550.      MT  (+/- 180 meters Scaled)
 OO0685
 OO0685                          SUPERSEDED SURVEY CONTROL
 OO0685
 OO0685  NGVD 29 (??/??/92)  383.289  (m)         1257.51   (f) ADJ UNCH    1 2
 OO0685
 OO0685.Superseded values are not recommended for survey control.
 OO0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0685.See file dsdata.txt to determine how the superseded data were derived.
 OO0685
 OO0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH578740(NAD 83)
 OO0685_MARKER: DD = SURVEY DISK
 OO0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0685_STAMPING: 41-3
 OO0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0685+STABILITY: SURFACE MOTION
 OO0685
 OO0685  HISTORY     - Date     Condition        Report By
 OO0685  HISTORY     - UNK      MONUMENTED       IAGS
 OO0685  HISTORY     - 1934     GOOD             NGS
 OO0685  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0685
 OO0685                          STATION DESCRIPTION
 OO0685
 OO0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0685'2.4 MI W FROM GARNER.
 OO0685'IN HANCOCK COUNTY, 2.4 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE
 OO0685'COUNTY-ROAD CROSSING AT VENTURA, CERRO GORDO COUNTY, IN SEC. 23, T. 96
 OO0685'N., R. 23 W., 637 FEET SOUTH-SOUTHWEST OF THE WEST QUARTER CORNER OF
 OO0685'SECTION 24, 66 FEET SOUTH OF A POLE, 59 FEET NORTH OF ANOTHER POLE,
 OO0685'AND 5.6 FEET EAST OF A FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 OO0685'41-3 AND SET IN THE TOP OF A CONCRETE POST.
 OO0685
 OO0685                          STATION RECOVERY (1972)
 OO0685
 OO0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0684 ***********************************************************************
 OO0684  DESIGNATION -  41 4
 OO0684  PID         -  OO0684
 OO0684  STATE/COUNTY-  IA/HANCOCK
 OO0684  USGS QUAD   -  GARNER (1972)
 OO0684
 OO0684                         *CURRENT SURVEY CONTROL
 OO0684  ___________________________________________________________________
 OO0684* NAD 83(1986)-  43 06 31.     (N)    093 31 01.     (W)     SCALED    
 OO0684* NAVD 88     -       379.667  (meters)    1245.62   (feet)  ADJUSTED  
 OO0684  ___________________________________________________________________
 OO0684  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 OO0684  DYNAMIC HT  -         379.561 (meters)    1245.28  (feet)  COMP
 OO0684  MODELED GRAV-     980,330.3   (mgal)                       NAVD 88
 OO0684
 OO0684  VERT ORDER  -  FIRST     CLASS II
 OO0684
 OO0684.The horizontal coordinates were scaled from a topographic map and have
 OO0684.an estimated accuracy of +/- 6 seconds.
 OO0684
 OO0684.The orthometric height was determined by differential leveling
 OO0684.and adjusted by the National Geodetic Survey in June 1991..
 OO0684
 OO0684.The geoid height was determined by GEOID03.
 OO0684
 OO0684.The dynamic height is computed by dividing the NAVD 88
 OO0684.geopotential number by the normal gravity value computed on the
 OO0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0684.degrees latitude (g = 980.6199 gals.).
 OO0684
 OO0684.The modeled gravity was interpolated from observed gravity values.
 OO0684
 OO0684;                    North         East    Units  Estimated Accuracy
 OO0684;SPC IA N     - 1,178,680.    1,498,620.      MT  (+/- 180 meters Scaled)
 OO0684
 OO0684                          SUPERSEDED SURVEY CONTROL
 OO0684
 OO0684  NGVD 29 (??/??/92)  379.644  (m)         1245.55   (f) ADJ UNCH    1 2
 OO0684
 OO0684.Superseded values are not recommended for survey control.
 OO0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0684.See file dsdata.txt to determine how the superseded data were derived.
 OO0684
 OO0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH579730(NAD 83)
 OO0684_MARKER: DD = SURVEY DISK
 OO0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0684_STAMPING: 41-4
 OO0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0684+STABILITY: SURFACE MOTION
 OO0684
 OO0684  HISTORY     - Date     Condition        Report By
 OO0684  HISTORY     - UNK      MONUMENTED       IAGS
 OO0684  HISTORY     - 1934     GOOD             NGS
 OO0684  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0684
 OO0684                          STATION DESCRIPTION
 OO0684
 OO0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0684'4 MI E FROM GARNER.
 OO0684'4 MILES EAST AND 1-1/4 MILES NORTH ALONG GRAVEL ROADS FROM THE
 OO0684'SOUTHEAST CORNER OF GARNER, 1/4 MILE SOUTH OF THE JUNCTION OF U.S.
 OO0684'HIGHWAY 18, IN THE NORTHWEST QUARTER OF SEC. 25, T. 96 N., R. 23 W.,
 OO0684'295 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOG HOUSE, 64.5 FEET
 OO0684'EAST OF A STEEL FENCE POST, AND 1.6 FEET WEST OF THE FENCE.  A STATE
 OO0684'SURVEY STANDARD DISK, STAMPED 41-4 AND SET IN THE TOP OF A CONCRETE
 OO0684'POST.
 OO0684
 OO0684                          STATION RECOVERY (1972)
 OO0684
 OO0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0683 ***********************************************************************
 OO0683  DESIGNATION -  41 5
 OO0683  PID         -  OO0683
 OO0683  STATE/COUNTY-  IA/HANCOCK
 OO0683  USGS QUAD   -  GARNER (1972)
 OO0683
 OO0683                         *CURRENT SURVEY CONTROL
 OO0683  ___________________________________________________________________
 OO0683* NAD 83(1986)-  43 05 52.     (N)    093 31 01.     (W)     SCALED    
 OO0683* NAVD 88     -       380.687  (meters)    1248.97   (feet)  ADJUSTED  
 OO0683  ___________________________________________________________________
 OO0683  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 OO0683  DYNAMIC HT  -         380.582 (meters)    1248.63  (feet)  COMP
 OO0683  MODELED GRAV-     980,332.5   (mgal)                       NAVD 88
 OO0683
 OO0683  VERT ORDER  -  FIRST     CLASS II
 OO0683
 OO0683.The horizontal coordinates were scaled from a topographic map and have
 OO0683.an estimated accuracy of +/- 6 seconds.
 OO0683
 OO0683.The orthometric height was determined by differential leveling
 OO0683.and adjusted by the National Geodetic Survey in June 1991..
 OO0683
 OO0683.The geoid height was determined by GEOID03.
 OO0683
 OO0683.The dynamic height is computed by dividing the NAVD 88
 OO0683.geopotential number by the normal gravity value computed on the
 OO0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0683.degrees latitude (g = 980.6199 gals.).
 OO0683
 OO0683.The modeled gravity was interpolated from observed gravity values.
 OO0683
 OO0683;                    North         East    Units  Estimated Accuracy
 OO0683;SPC IA N     - 1,177,480.    1,498,620.      MT  (+/- 180 meters Scaled)
 OO0683
 OO0683                          SUPERSEDED SURVEY CONTROL
 OO0683
 OO0683  NGVD 29 (??/??/92)  380.665  (m)         1248.90   (f) ADJ UNCH    1 2
 OO0683
 OO0683.Superseded values are not recommended for survey control.
 OO0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0683.See file dsdata.txt to determine how the superseded data were derived.
 OO0683
 OO0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH579718(NAD 83)
 OO0683_MARKER: DD = SURVEY DISK
 OO0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0683_STAMPING: 41-5
 OO0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0683+STABILITY: SURFACE MOTION
 OO0683
 OO0683  HISTORY     - Date     Condition        Report By
 OO0683  HISTORY     - UNK      MONUMENTED       IAGS
 OO0683  HISTORY     - 1934     GOOD             NGS
 OO0683  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0683
 OO0683                          STATION DESCRIPTION
 OO0683
 OO0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0683'4 MI E FROM GARNER.
 OO0683'4 MILES EAST AND 1/2 MILE NORTH ALONG GRAVEL ROADS FROM THE SOUTHEAST
 OO0683'CORNER OF GARNER, 1 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 18, IN
 OO0683'SEC. 25, T. 96 N., R. 23 W., ABOUT 305 FEET NORTHEAST OF AN IRON ROD
 OO0683'AT THE SOUTHWEST CORNER OF THE SECTION, 117 FEET SOUTHEAST OF THE
 OO0683'NORTHEAST CORNER OF THE E. FENNISGER HOUSE, 62.7 FEET NORTHEAST OF A
 OO0683'CORNER POST, AND 39.8 FEET SOUTH OF A POLE.  A STATE SURVEY STANDARD
 OO0683'DISK, STAMPED 41-5 AND SET IN THE TOP OF A CONCRETE POST.
 OO0683
 OO0683                          STATION RECOVERY (1972)
 OO0683
 OO0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0682 ***********************************************************************
 OO0682  DESIGNATION -  41 6
 OO0682  PID         -  OO0682
 OO0682  STATE/COUNTY-  IA/HANCOCK
 OO0682  USGS QUAD   -  GARNER (1972)
 OO0682
 OO0682                         *CURRENT SURVEY CONTROL
 OO0682  ___________________________________________________________________
 OO0682* NAD 83(1986)-  43 05 25.     (N)    093 31 17.     (W)     SCALED    
 OO0682* NAVD 88     -       380.815  (meters)    1249.39   (feet)  ADJUSTED  
 OO0682  ___________________________________________________________________
 OO0682  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 OO0682  DYNAMIC HT  -         380.709 (meters)    1249.04  (feet)  COMP
 OO0682  MODELED GRAV-     980,331.8   (mgal)                       NAVD 88
 OO0682
 OO0682  VERT ORDER  -  FIRST     CLASS II
 OO0682
 OO0682.The horizontal coordinates were scaled from a topographic map and have
 OO0682.an estimated accuracy of +/- 6 seconds.
 OO0682
 OO0682.The orthometric height was determined by differential leveling
 OO0682.and adjusted by the National Geodetic Survey in June 1991..
 OO0682
 OO0682.The geoid height was determined by GEOID03.
 OO0682
 OO0682.The dynamic height is computed by dividing the NAVD 88
 OO0682.geopotential number by the normal gravity value computed on the
 OO0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0682.degrees latitude (g = 980.6199 gals.).
 OO0682
 OO0682.The modeled gravity was interpolated from observed gravity values.
 OO0682
 OO0682;                    North         East    Units  Estimated Accuracy
 OO0682;SPC IA N     - 1,176,650.    1,498,260.      MT  (+/- 180 meters Scaled)
 OO0682
 OO0682                          SUPERSEDED SURVEY CONTROL
 OO0682
 OO0682  NGVD 29 (??/??/92)  380.79   (m)         1249.3    (f) COMPUTED    1 2
 OO0682
 OO0682.Superseded values are not recommended for survey control.
 OO0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0682.See file dsdata.txt to determine how the superseded data were derived.
 OO0682
 OO0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH575709(NAD 83)
 OO0682_MARKER: DD = SURVEY DISK
 OO0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0682_STAMPING: 41-6
 OO0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0682+STABILITY: SURFACE MOTION
 OO0682
 OO0682  HISTORY     - Date     Condition        Report By
 OO0682  HISTORY     - UNK      MONUMENTED       IAGS
 OO0682  HISTORY     - 1934     GOOD             NGS
 OO0682
 OO0682                          STATION DESCRIPTION
 OO0682
 OO0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0682'3.8 MI E FROM GARNER.
 OO0682'3.8 MILES EAST ALONG A GRAVEL ROAD FROM THE SOUTHEAST CORNER OF
 OO0682'GARNER, IN SEC. 35, T. 96 N., R. 23 W., ABOUT 1146 FEET WEST OF THE
 OO0682'WEST QUARTER CORNER OF SECTION 36, 206 FEET NORTH OF THE NORTHWEST
 OO0682'CORNER OF THE J. H. INGRAM HOUSE, 92 FEET NORTHEAST OF THE EAST WOODEN
 OO0682'POST OF A GATE, 8 FEET WEST OF A POLE, AND 1.4 FEET SOUTH OF A FENCE.
 OO0682'A STATE SURVEY STANDARD DISK, STAMPED 41-6 AND SET IN THE TOP OF A
 OO0682'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0657 ***********************************************************************
 OO0657  DESIGNATION -  41 6
 OO0657  PID         -  OO0657
 OO0657  STATE/COUNTY-  IA/HANCOCK
 OO0657  USGS QUAD   -  WESLEY (1972)
 OO0657
 OO0657                         *CURRENT SURVEY CONTROL
 OO0657  ___________________________________________________________________
 OO0657* NAD 83(1986)-  43 05 49.     (N)    093 57 15.     (W)     SCALED    
 OO0657* NAVD 88     -       383.925  (meters)    1259.59   (feet)  ADJUSTED  
 OO0657  ___________________________________________________________________
 OO0657  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 OO0657  DYNAMIC HT  -         383.808 (meters)    1259.21  (feet)  COMP
 OO0657  MODELED GRAV-     980,305.0   (mgal)                       NAVD 88
 OO0657
 OO0657  VERT ORDER  -  FIRST     CLASS II
 OO0657
 OO0657.The horizontal coordinates were scaled from a topographic map and have
 OO0657.an estimated accuracy of +/- 6 seconds.
 OO0657
 OO0657.The orthometric height was determined by differential leveling
 OO0657.and adjusted by the National Geodetic Survey in June 1991..
 OO0657
 OO0657.The geoid height was determined by GEOID03.
 OO0657
 OO0657.The dynamic height is computed by dividing the NAVD 88
 OO0657.geopotential number by the normal gravity value computed on the
 OO0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0657.degrees latitude (g = 980.6199 gals.).
 OO0657
 OO0657.The modeled gravity was interpolated from observed gravity values.
 OO0657
 OO0657;                    North         East    Units  Estimated Accuracy
 OO0657;SPC IA N     - 1,177,490.    1,463,030.      MT  (+/- 180 meters Scaled)
 OO0657
 OO0657                          SUPERSEDED SURVEY CONTROL
 OO0657
 OO0657  NGVD 29 (??/??/92)  383.88   (m)         1259.4    (f) COMPUTED    1 2
 OO0657
 OO0657.Superseded values are not recommended for survey control.
 OO0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0657.See file dsdata.txt to determine how the superseded data were derived.
 OO0657
 OO0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH223720(NAD 83)
 OO0657_MARKER: DD = SURVEY DISK
 OO0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0657_SP_SET: CULVERT
 OO0657_STAMPING: 41-6 1934
 OO0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0657
 OO0657  HISTORY     - Date     Condition        Report By
 OO0657  HISTORY     - 1934     MONUMENTED       IAGS
 OO0657  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0657
 OO0657                          STATION DESCRIPTION
 OO0657
 OO0657'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 OO0657'1.8 MI E FROM WESLEY.
 OO0657'IN HANCOCK COUNTY, 1.8 MILES EAST ALONG A PAVED COUNTY ROAD FROM THE
 OO0657'NORTHEAST CORNER OF WESLEY, KOSSUTH COUNTY, IN THE SOUTHEAST QUARTER
 OO0657'OF SEC. 30 T. 96 N. R. 26 W., AT A 2- BY 2-FOOT CONCRETE BOX CULVERT,
 OO0657'AND IN THE TOP OF THE NORTH HEADWALL.  A STATE SURVEY STANDARD DISK,
 OO0657'STAMPED 41-6 1934.
 OO0657
 OO0657                          STATION RECOVERY (1972)
 OO0657
 OO0657'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0681 ***********************************************************************
 OO0681  DESIGNATION -  41 7
 OO0681  PID         -  OO0681
 OO0681  STATE/COUNTY-  IA/HANCOCK
 OO0681  USGS QUAD   -  GARNER (1972)
 OO0681
 OO0681                         *CURRENT SURVEY CONTROL
 OO0681  ___________________________________________________________________
 OO0681* NAD 83(1986)-  43 05 25.     (N)    093 32 14.     (W)     SCALED    
 OO0681* NAVD 88     -       378.751  (meters)    1242.62   (feet)  ADJUSTED  
 OO0681  ___________________________________________________________________
 OO0681  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 OO0681  DYNAMIC HT  -         378.643 (meters)    1242.26  (feet)  COMP
 OO0681  MODELED GRAV-     980,323.8   (mgal)                       NAVD 88
 OO0681
 OO0681  VERT ORDER  -  FIRST     CLASS II
 OO0681
 OO0681.The horizontal coordinates were scaled from a topographic map and have
 OO0681.an estimated accuracy of +/- 6 seconds.
 OO0681
 OO0681.The orthometric height was determined by differential leveling
 OO0681.and adjusted by the National Geodetic Survey in June 1991..
 OO0681
 OO0681.The geoid height was determined by GEOID03.
 OO0681
 OO0681.The dynamic height is computed by dividing the NAVD 88
 OO0681.geopotential number by the normal gravity value computed on the
 OO0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0681.degrees latitude (g = 980.6199 gals.).
 OO0681
 OO0681.The modeled gravity was interpolated from observed gravity values.
 OO0681
 OO0681;                    North         East    Units  Estimated Accuracy
 OO0681;SPC IA N     - 1,176,650.    1,496,970.      MT  (+/- 180 meters Scaled)
 OO0681
 OO0681                          SUPERSEDED SURVEY CONTROL
 OO0681
 OO0681  NGVD 29 (??/??/92)  378.72   (m)         1242.5    (f) COMPUTED    1 2
 OO0681
 OO0681.Superseded values are not recommended for survey control.
 OO0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0681.See file dsdata.txt to determine how the superseded data were derived.
 OO0681
 OO0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH562709(NAD 83)
 OO0681_MARKER: DD = SURVEY DISK
 OO0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0681_STAMPING: 41-7
 OO0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0681+STABILITY: SURFACE MOTION
 OO0681
 OO0681  HISTORY     - Date     Condition        Report By
 OO0681  HISTORY     - UNK      MONUMENTED       IAGS
 OO0681  HISTORY     - 1934     GOOD             NGS
 OO0681
 OO0681                          STATION DESCRIPTION
 OO0681
 OO0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0681'2.9 MI E FROM GARNER.
 OO0681'2.9 MILES EAST ALONG A GRAVEL ROAD FROM THE SOUTHEAST CORNER OF
 OO0681'GARNER, IN SEC. 34, T. 96 N., R. 23 W., ABOUT 212 FEET SOUTHWEST OF A
 OO0681'CORNER POST, 27.5 FEET EAST OF A POLE, AND 4 FEET SOUTH OF A FENCE. A
 OO0681'STATE SURVEY STANDARD DISK, STAMPED 41-7 AND SET IN THE TOP OF A
 OO0681'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0658 ***********************************************************************
 OO0658  DESIGNATION -  41 7
 OO0658  PID         -  OO0658
 OO0658  STATE/COUNTY-  IA/HANCOCK
 OO0658  USGS QUAD   -  WESLEY (1972)
 OO0658
 OO0658                         *CURRENT SURVEY CONTROL
 OO0658  ___________________________________________________________________
 OO0658* NAD 83(1986)-  43 05 50.     (N)    093 55 41.     (W)     SCALED    
 OO0658* NAVD 88     -       385.610  (meters)    1265.12   (feet)  ADJUSTED  
 OO0658  ___________________________________________________________________
 OO0658  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 OO0658  DYNAMIC HT  -         385.491 (meters)    1264.73  (feet)  COMP
 OO0658  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 OO0658
 OO0658  VERT ORDER  -  FIRST     CLASS II
 OO0658
 OO0658.The horizontal coordinates were scaled from a topographic map and have
 OO0658.an estimated accuracy of +/- 6 seconds.
 OO0658
 OO0658.The orthometric height was determined by differential leveling
 OO0658.and adjusted by the National Geodetic Survey in June 1991..
 OO0658
 OO0658.The geoid height was determined by GEOID03.
 OO0658
 OO0658.The dynamic height is computed by dividing the NAVD 88
 OO0658.geopotential number by the normal gravity value computed on the
 OO0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0658.degrees latitude (g = 980.6199 gals.).
 OO0658
 OO0658.The modeled gravity was interpolated from observed gravity values.
 OO0658
 OO0658;                    North         East    Units  Estimated Accuracy
 OO0658;SPC IA N     - 1,177,510.    1,465,150.      MT  (+/- 180 meters Scaled)
 OO0658
 OO0658                          SUPERSEDED SURVEY CONTROL
 OO0658
 OO0658  NGVD 29 (??/??/92)  385.56   (m)         1265.0    (f) COMPUTED    1 2
 OO0658
 OO0658.Superseded values are not recommended for survey control.
 OO0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0658.See file dsdata.txt to determine how the superseded data were derived.
 OO0658
 OO0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH244720(NAD 83)
 OO0658_MARKER: DD = SURVEY DISK
 OO0658_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0658_SP_SET: CULVERT
 OO0658_STAMPING: 41-7 1934
 OO0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0658
 OO0658  HISTORY     - Date     Condition        Report By
 OO0658  HISTORY     - 1934     MONUMENTED       IAGS
 OO0658  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0658
 OO0658                          STATION DESCRIPTION
 OO0658
 OO0658'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 OO0658'2.6 MI NW FROM HUTCHINS.
 OO0658'2.6 MILES NORTH AND WEST ALONG A PAVED COUNTY ROAD FROM HUTCHINS, IN
 OO0658'THE SOUTHWEST QUARTER OF SEC. 28, T. 96 N., R. 26W., AT AN 18-INCH
 OO0658'TILE CULVERT, AND IN THE TOP OF THE NORTH HEADWALL.  A STATE SURVEY
 OO0658'STANDARD DISK, STAMPED 41-7 1934.
 OO0658
 OO0658                          STATION RECOVERY (1972)
 OO0658
 OO0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0680 ***********************************************************************
 OO0680  DESIGNATION -  41 8
 OO0680  PID         -  OO0680
 OO0680  STATE/COUNTY-  IA/HANCOCK
 OO0680  USGS QUAD   -  GARNER (1972)
 OO0680
 OO0680                         *CURRENT SURVEY CONTROL
 OO0680  ___________________________________________________________________
 OO0680* NAD 83(1986)-  43 05 26.     (N)    093 32 52.     (W)     SCALED    
 OO0680* NAVD 88     -       376.446  (meters)    1235.06   (feet)  ADJUSTED  
 OO0680  ___________________________________________________________________
 OO0680  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 OO0680  DYNAMIC HT  -         376.336 (meters)    1234.70  (feet)  COMP
 OO0680  MODELED GRAV-     980,318.5   (mgal)                       NAVD 88
 OO0680
 OO0680  VERT ORDER  -  FIRST     CLASS II
 OO0680
 OO0680.The horizontal coordinates were scaled from a topographic map and have
 OO0680.an estimated accuracy of +/- 6 seconds.
 OO0680
 OO0680.The orthometric height was determined by differential leveling
 OO0680.and adjusted by the National Geodetic Survey in June 1991..
 OO0680
 OO0680.The geoid height was determined by GEOID03.
 OO0680
 OO0680.The dynamic height is computed by dividing the NAVD 88
 OO0680.geopotential number by the normal gravity value computed on the
 OO0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0680.degrees latitude (g = 980.6199 gals.).
 OO0680
 OO0680.The modeled gravity was interpolated from observed gravity values.
 OO0680
 OO0680;                    North         East    Units  Estimated Accuracy
 OO0680;SPC IA N     - 1,176,680.    1,496,110.      MT  (+/- 180 meters Scaled)
 OO0680
 OO0680                          SUPERSEDED SURVEY CONTROL
 OO0680
 OO0680  NGVD 29 (??/??/92)  376.42   (m)         1235.0    (f) COMPUTED    1 2
 OO0680
 OO0680.Superseded values are not recommended for survey control.
 OO0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0680.See file dsdata.txt to determine how the superseded data were derived.
 OO0680
 OO0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH554710(NAD 83)
 OO0680_MARKER: DD = SURVEY DISK
 OO0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0680_STAMPING: 41-8
 OO0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0680+STABILITY: SURFACE MOTION
 OO0680
 OO0680  HISTORY     - Date     Condition        Report By
 OO0680  HISTORY     - UNK      MONUMENTED       IAGS
 OO0680  HISTORY     - 1934     GOOD             NGS
 OO0680
 OO0680                          STATION DESCRIPTION
 OO0680
 OO0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0680'2.4 MI E FROM GARNER.
 OO0680'2.4 MILES EAST ALONG A GRAVEL ROAD FROM THE SOUTHEAST CORNER OF
 OO0680'GARNER, IN SEC. 34, T. 96 N., R. 23 W., ABOUT 274 FEET NORTHWEST OF
 OO0680'THE NORTHWEST CORNER OF A HOUSE, 230 FEET NORTHEAST OF THE WEST POST
 OO0680'OF A GATE, AND 2.2 FEET SOUTH OF THE NORTH FENCE.  A STATE SURVEY
 OO0680'STANDARD DISK, STAMPED 41-8 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0659 ***********************************************************************
 OO0659  DESIGNATION -  41 8
 OO0659  PID         -  OO0659
 OO0659  STATE/COUNTY-  IA/HANCOCK
 OO0659  USGS QUAD   -  WESLEY (1972)
 OO0659
 OO0659                         *CURRENT SURVEY CONTROL
 OO0659  ___________________________________________________________________
 OO0659* NAD 83(1986)-  43 05 50.     (N)    093 53 01.     (W)     SCALED    
 OO0659* NAVD 88     -       366.126  (meters)    1201.20   (feet)  ADJUSTED  
 OO0659  ___________________________________________________________________
 OO0659  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 OO0659  DYNAMIC HT  -         366.011 (meters)    1200.82  (feet)  COMP
 OO0659  MODELED GRAV-     980,295.6   (mgal)                       NAVD 88
 OO0659
 OO0659  VERT ORDER  -  FIRST     CLASS II
 OO0659
 OO0659.The horizontal coordinates were scaled from a topographic map and have
 OO0659.an estimated accuracy of +/- 6 seconds.
 OO0659
 OO0659.The orthometric height was determined by differential leveling
 OO0659.and adjusted by the National Geodetic Survey in June 1991..
 OO0659
 OO0659.The geoid height was determined by GEOID03.
 OO0659
 OO0659.The dynamic height is computed by dividing the NAVD 88
 OO0659.geopotential number by the normal gravity value computed on the
 OO0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0659.degrees latitude (g = 980.6199 gals.).
 OO0659
 OO0659.The modeled gravity was interpolated from observed gravity values.
 OO0659
 OO0659;                    North         East    Units  Estimated Accuracy
 OO0659;SPC IA N     - 1,177,490.    1,468,770.      MT  (+/- 180 meters Scaled)
 OO0659
 OO0659                          SUPERSEDED SURVEY CONTROL
 OO0659
 OO0659  NGVD 29 (??/??/92)  366.08   (m)         1201.0    (f) COMPUTED    1 2
 OO0659
 OO0659.Superseded values are not recommended for survey control.
 OO0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0659.See file dsdata.txt to determine how the superseded data were derived.
 OO0659
 OO0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH280719(NAD 83)
 OO0659_MARKER: DD = SURVEY DISK
 OO0659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0659_SP_SET: CULVERT
 OO0659_STAMPING: 41-8 1934
 OO0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0659
 OO0659  HISTORY     - Date     Condition        Report By
 OO0659  HISTORY     - 1934     MONUMENTED       IAGS
 OO0659  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0659
 OO0659                          STATION DESCRIPTION
 OO0659
 OO0659'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 OO0659'0.2 MI E FROM HUTCHINS.
 OO0659'0.2 MILE EAST ALONG U.S. HIGHWAY 18 FROM HUTCHINS, IN THE NORTHEAST
 OO0659'QUARTER OF SEC. 35, T. 96 N., R. 26 W., AT A 2- BY 3-FOOT CONCRETE BOX
 OO0659'CULVERT, AND IN THE TOP OF THE NORTH HEADWALL.  A STATE SURVEY
 OO0659'STANDARD DISK, STAMPED 41-8 1934.
 OO0659
 OO0659                          STATION RECOVERY (1972)
 OO0659
 OO0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1312 ***********************************************************************
 OO1312  DESIGNATION -  41 8
 OO1312  PID         -  OO1312
 OO1312  STATE/COUNTY-  IA/HANCOCK
 OO1312  USGS QUAD   -  WESLEY (1972)
 OO1312
 OO1312                         *CURRENT SURVEY CONTROL
 OO1312  ___________________________________________________________________
 OO1312* NAD 83(1996)-  43 05 33.48873(N)    093 52 41.02419(W)     ADJUSTED  
 OO1312* NAVD 88     -       366.13   (+/-2cm)    1201.2    (feet)  VERTCON   
 OO1312  ___________________________________________________________________
 OO1312  X           -    -315,521.087 (meters)                     COMP
 OO1312  Y           -  -4,654,492.443 (meters)                     COMP
 OO1312  Z           -   4,335,252.689 (meters)                     COMP
 OO1312  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 OO1312  ELLIP HEIGHT-         336.76  (meters)          (05/06/99) GPS OBS
 OO1312  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 OO1312
 OO1312  HORZ ORDER  -  THIRD
 OO1312  VERT ORDER  -  THIRD ? (See Below)
 OO1312  ELLP ORDER  -  FOURTH    CLASS I
 OO1312
 OO1312.The horizontal coordinates were established by GPS observations
 OO1312.and adjusted by the National Geodetic Survey in May 1999..
 OO1312
 OO1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1312.The vertical order pertains to the NGVD 29 superseded value.
 OO1312
 OO1312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1312
 OO1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1312
 OO1312.The ellipsoidal height was determined by GPS observations
 OO1312.and is referenced to NAD 83.
 OO1312
 OO1312.The geoid height was determined by GEOID03.
 OO1312
 OO1312;                    North         East     Units Scale Factor Converg.
 OO1312;SPC IA N     - 1,176,976.960 1,469,219.727   MT  0.99997284   -0 15 22.4
 OO1312;UTM  15      - 4,771,476.034   428,538.011   MT  0.99966282   -0 35 59.6
 OO1312
 OO1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1312!SPC IA N     -   0.99994719  x   0.99997284  =   0.99992003
 OO1312!UTM  15      -   0.99994719  x   0.99966282  =   0.99961003
 OO1312
 OO1312                          SUPERSEDED SURVEY CONTROL
 OO1312
 OO1312  NAD 83(1996)-  43 05 33.48873(N)    093 52 41.02419(W) AD(       ) 3
 OO1312  NAD 83(1986)-  43 05 33.48131(N)    093 52 41.01374(W) AD(       ) 3
 OO1312  NGVD 29 (07/09/90)  366.08   (m)         1201.0    (f) LEVELING    3  
 OO1312
 OO1312.Superseded values are not recommended for survey control.
 OO1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1312.See file dsdata.txt to determine how the superseded data were derived.
 OO1312
 OO1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH2853871476(NAD 83)
 OO1312_MARKER: DD = SURVEY DISK
 OO1312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO1312_SP_SET: SMALL CULVERT
 OO1312_STAMPING: 41 8
 OO1312_MARK LOGO: CGS   
 OO1312_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1312+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1989
 OO1312
 OO1312  HISTORY     - Date     Condition        Report By
 OO1312  HISTORY     - 1934     MONUMENTED       IAGS
 OO1312  HISTORY     - 19890626 GOOD             NGS
 OO1312
 OO1312                          STATION DESCRIPTION
 OO1312
 OO1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OO1312'THE STATION IS LOCATED ABOUT 5.6 KM (3.50 MI) WEST OF BRITT, NEAR THE
 OO1312'EAST BOUNDARY OF THE COMMUNITY OF HUTCHINS AND IN THE TOP CENTER OF
 OO1312'THE NORTH HEADWALL OF A SMALL CULVERT UNDER THE PAVED ROAD LEADING
 OO1312'EAST OUT OF HUTCHINS.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION, 800
 OO1312'LINCOLN WAY, AMES, IA 50010, PHONE 515-239-1101.
 OO1312'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 26 AND THE PAVED
 OO1312'ROAD LEADING EAST AND WEST IN HUTCHINS, GO EAST ON THE PAVED ROAD FOR
 OO1312'0.3 KM (0.20 MI) TO A CULVERT AND THE STATION ON THE LEFT.
 OO1312'THE STATION IS A CGS AND STATE SURVEY DISK IN THE CENTER OF THE NORTH
 OO1312'HEADWALL OF A 2.8 M (9.2 FT) CULVERT UNDER THE PAVED ROAD AND ABOUT
 OO1312'LEVEL WITH THE ROAD.  LOCATED 24.6 M (80.7 FT) SOUTHEAST OF A RAILROAD
 OO1312'SWITCH, 3.8 M (12.5 FT) NORTH OF THE CENTER OF THE ROAD AND 1.85 M
 OO1312'(6.1 FT) WEST OF A FIBERGLASS WITNESS POST.
 OO1312'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0679 ***********************************************************************
 OO0679  DESIGNATION -  41 9
 OO0679  PID         -  OO0679
 OO0679  STATE/COUNTY-  IA/HANCOCK
 OO0679  USGS QUAD   -  GARNER (1972)
 OO0679
 OO0679                         *CURRENT SURVEY CONTROL
 OO0679  ___________________________________________________________________
 OO0679* NAD 83(1986)-  43 05 26.     (N)    093 33 57.     (W)     SCALED    
 OO0679* NAVD 88     -       370.356  (meters)    1215.08   (feet)  ADJUSTED  
 OO0679  ___________________________________________________________________
 OO0679  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 OO0679  DYNAMIC HT  -         370.245 (meters)    1214.71  (feet)  COMP
 OO0679  MODELED GRAV-     980,309.7   (mgal)                       NAVD 88
 OO0679
 OO0679  VERT ORDER  -  FIRST     CLASS II
 OO0679
 OO0679.The horizontal coordinates were scaled from a topographic map and have
 OO0679.an estimated accuracy of +/- 6 seconds.
 OO0679
 OO0679.The orthometric height was determined by differential leveling
 OO0679.and adjusted by the National Geodetic Survey in June 1991..
 OO0679
 OO0679.The geoid height was determined by GEOID03.
 OO0679
 OO0679.The dynamic height is computed by dividing the NAVD 88
 OO0679.geopotential number by the normal gravity value computed on the
 OO0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0679.degrees latitude (g = 980.6199 gals.).
 OO0679
 OO0679.The modeled gravity was interpolated from observed gravity values.
 OO0679
 OO0679;                    North         East    Units  Estimated Accuracy
 OO0679;SPC IA N     - 1,176,680.    1,494,640.      MT  (+/- 180 meters Scaled)
 OO0679
 OO0679                          SUPERSEDED SURVEY CONTROL
 OO0679
 OO0679  NGVD 29 (??/??/92)  370.32   (m)         1215.0    (f) COMPUTED    1 2
 OO0679
 OO0679.Superseded values are not recommended for survey control.
 OO0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0679.See file dsdata.txt to determine how the superseded data were derived.
 OO0679
 OO0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH539710(NAD 83)
 OO0679_MARKER: DD = SURVEY DISK
 OO0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0679_STAMPING: 41-9
 OO0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0679+STABILITY: SURFACE MOTION
 OO0679
 OO0679  HISTORY     - Date     Condition        Report By
 OO0679  HISTORY     - UNK      MONUMENTED       IAGS
 OO0679  HISTORY     - 1934     GOOD             NGS
 OO0679
 OO0679                          STATION DESCRIPTION
 OO0679
 OO0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0679'1.5 MI E FROM GARNER.
 OO0679'1-1/2 MILES EAST ALONG A GRAVEL ROAD FROM THE SOUTHEAST CORNER OF
 OO0679'GARNER, IN SEC. 33, T. 96 N., R. 23 W., ABOUT 147 FEET SOUTHEAST OF AN
 OO0679'18-INCH EVERGREEN TREE, 73.5 FEET NORTHWEST OF A STEEL CORNER POST,
 OO0679'37.8 FEET NORTHWEST OF A MAIL BOX, AND 2.2 FEET SOUTH OF A FENCE. A
 OO0679'STATE SURVEY STANDARD DISK, STAMPED 41-9 AND SET IN THE TOP OF A
 OO0679'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0660 ***********************************************************************
 OO0660  DESIGNATION -  41 9
 OO0660  PID         -  OO0660
 OO0660  STATE/COUNTY-  IA/HANCOCK
 OO0660  USGS QUAD   -  BRITT (1972)
 OO0660
 OO0660                         *CURRENT SURVEY CONTROL
 OO0660  ___________________________________________________________________
 OO0660* NAD 83(1986)-  43 05 51.     (N)    093 50 00.     (W)     SCALED    
 OO0660* NAVD 88     -       368.704  (meters)    1209.66   (feet)  ADJUSTED  
 OO0660  ___________________________________________________________________
 OO0660  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 OO0660  DYNAMIC HT  -         368.586 (meters)    1209.27  (feet)  COMP
 OO0660  MODELED GRAV-     980,289.6   (mgal)                       NAVD 88
 OO0660
 OO0660  VERT ORDER  -  FIRST     CLASS II
 OO0660
 OO0660.The horizontal coordinates were scaled from a topographic map and have
 OO0660.an estimated accuracy of +/- 6 seconds.
 OO0660
 OO0660.The orthometric height was determined by differential leveling
 OO0660.and adjusted by the National Geodetic Survey in June 1991..
 OO0660
 OO0660.The geoid height was determined by GEOID03.
 OO0660
 OO0660.The dynamic height is computed by dividing the NAVD 88
 OO0660.geopotential number by the normal gravity value computed on the
 OO0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0660.degrees latitude (g = 980.6199 gals.).
 OO0660
 OO0660.The modeled gravity was interpolated from observed gravity values.
 OO0660
 OO0660;                    North         East    Units  Estimated Accuracy
 OO0660;SPC IA N     - 1,177,500.    1,472,860.      MT  (+/- 180 meters Scaled)
 OO0660
 OO0660                          SUPERSEDED SURVEY CONTROL
 OO0660
 OO0660  NGVD 29 (??/??/92)  368.66   (m)         1209.5    (f) COMPUTED    1 2
 OO0660
 OO0660.Superseded values are not recommended for survey control.
 OO0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0660.See file dsdata.txt to determine how the superseded data were derived.
 OO0660
 OO0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH321719(NAD 83)
 OO0660_MARKER: DD = SURVEY DISK
 OO0660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0660_SP_SET: CULVERT
 OO0660_STAMPING: 41-9 1934
 OO0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0660
 OO0660  HISTORY     - Date     Condition        Report By
 OO0660  HISTORY     - 1934     MONUMENTED       IAGS
 OO0660  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0660
 OO0660                          STATION DESCRIPTION
 OO0660
 OO0660'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 OO0660'1.1 MI W FROM BRITT.
 OO0660'1.1 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE WEST CITY LIMITS AT
 OO0660'BRITT, IN THE SOUTHEAST QUARTER OF SEC. 30, T. 96 N., R. 25 W., AT A
 OO0660'2- BY 4-FOOT CONCRETE BOX CULVERT, AND IN THE TOP OF THE NORTH
 OO0660'HEADWALL.  A STATE SURVEY STANDARD DISK, STAMPED 41-9 1934.
 OO0660
 OO0660                          STATION RECOVERY (1972)
 OO0660
 OO0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0296 ***********************************************************************
 NK0296  DESIGNATION -  42 100
 NK0296  PID         -  NK0296
 NK0296  STATE/COUNTY-  IA/HARDIN
 NK0296  USGS QUAD   -  HUBBARD (1979)
 NK0296
 NK0296                         *CURRENT SURVEY CONTROL
 NK0296  ___________________________________________________________________
 NK0296* NAD 83(1986)-  42 22 05.     (N)    093 15 41.     (W)     SCALED    
 NK0296* NAVD 88     -       333.096  (meters)    1092.83   (feet)  ADJUSTED  
 NK0296  ___________________________________________________________________
 NK0296  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 NK0296  DYNAMIC HT  -         332.973 (meters)    1092.43  (feet)  COMP
 NK0296  MODELED GRAV-     980,246.0   (mgal)                       NAVD 88
 NK0296
 NK0296  VERT ORDER  -  FIRST     CLASS II
 NK0296
 NK0296.The horizontal coordinates were scaled from a topographic map and have
 NK0296.an estimated accuracy of +/- 6 seconds.
 NK0296
 NK0296.The orthometric height was determined by differential leveling
 NK0296.and adjusted by the National Geodetic Survey in June 1991..
 NK0296
 NK0296.The geoid height was determined by GEOID03.
 NK0296
 NK0296.The dynamic height is computed by dividing the NAVD 88
 NK0296.geopotential number by the normal gravity value computed on the
 NK0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0296.degrees latitude (g = 980.6199 gals.).
 NK0296
 NK0296.The modeled gravity was interpolated from observed gravity values.
 NK0296
 NK0296;                    North         East    Units  Estimated Accuracy
 NK0296;SPC IA N     - 1,096,450.    1,519,650.      MT  (+/- 180 meters Scaled)
 NK0296
 NK0296                          SUPERSEDED SURVEY CONTROL
 NK0296
 NK0296  NGVD 29 (??/??/92)  333.071  (m)         1092.75   (f) ADJ UNCH    1 2
 NK0296
 NK0296.Superseded values are not recommended for survey control.
 NK0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0296.See file dsdata.txt to determine how the superseded data were derived.
 NK0296
 NK0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG784906(NAD 83)
 NK0296_MARKER: DD = SURVEY DISK
 NK0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0296_STAMPING: 42-100
 NK0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0296+STABILITY: SURFACE MOTION
 NK0296
 NK0296  HISTORY     - Date     Condition        Report By
 NK0296  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0296  HISTORY     - 1934     GOOD             IAGS
 NK0296  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0296
 NK0296                          STATION DESCRIPTION
 NK0296
 NK0296'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0296'6.8 MI N FROM HUBBARD.
 NK0296'6-3/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION
 NK0296'OF STATE HIGHWAY 175 AT HUBBARD, HARDIN COUNTY, AT THE NORTH
 NK0296'QUARTER CORNER OF SEC. 11, T 87 N., R 21 W., AT A ROAD
 NK0296'INTERSECTION, AT THE TOP OF THE STEEP SLOPE OF A CUT, 68.0 FEET
 NK0296'(SLOPE MEASUREMENT) WEST OF A PLUG IN THE PAVEMENT 5.7 FEET WEST
 NK0296'OF CENTERLINE STATION 1106+20, 7.8 FEET NORTH OF A RAILROAD RAIL
 NK0296'AT THE SOUTHWEST CORNER OF THE INTERSECTION, AND 2.0 FEET SOUTH
 NK0296'OF A 7/8-INCH IRON PIN.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0296'42-100 AND SET IN THE TOP OF A CONCRETE POST.
 NK0296
 NK0296                          STATION RECOVERY (1974)
 NK0296
 NK0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0295 ***********************************************************************
 NK0295  DESIGNATION -  42 101
 NK0295  PID         -  NK0295
 NK0295  STATE/COUNTY-  IA/HARDIN
 NK0295  USGS QUAD   -  BUCKEYE EAST (1979)
 NK0295
 NK0295                         *CURRENT SURVEY CONTROL
 NK0295  ___________________________________________________________________
 NK0295* NAD 83(1986)-  42 23 38.     (N)    093 15 39.     (W)     SCALED    
 NK0295* NAVD 88     -       333.210  (meters)    1093.21   (feet)  ADJUSTED  
 NK0295  ___________________________________________________________________
 NK0295  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 NK0295  DYNAMIC HT  -         333.089 (meters)    1092.81  (feet)  COMP
 NK0295  MODELED GRAV-     980,248.1   (mgal)                       NAVD 88
 NK0295
 NK0295  VERT ORDER  -  FIRST     CLASS II
 NK0295
 NK0295.The horizontal coordinates were scaled from a topographic map and have
 NK0295.an estimated accuracy of +/- 6 seconds.
 NK0295
 NK0295.The orthometric height was determined by differential leveling
 NK0295.and adjusted by the National Geodetic Survey in June 1991..
 NK0295
 NK0295.The geoid height was determined by GEOID03.
 NK0295
 NK0295.The dynamic height is computed by dividing the NAVD 88
 NK0295.geopotential number by the normal gravity value computed on the
 NK0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0295.degrees latitude (g = 980.6199 gals.).
 NK0295
 NK0295.The modeled gravity was interpolated from observed gravity values.
 NK0295
 NK0295;                    North         East    Units  Estimated Accuracy
 NK0295;SPC IA N     - 1,099,320.    1,519,690.      MT  (+/- 180 meters Scaled)
 NK0295
 NK0295                          SUPERSEDED SURVEY CONTROL
 NK0295
 NK0295  NGVD 29 (??/??/92)  333.187  (m)         1093.13   (f) ADJ UNCH    1 2
 NK0295
 NK0295.Superseded values are not recommended for survey control.
 NK0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0295.See file dsdata.txt to determine how the superseded data were derived.
 NK0295
 NK0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG785935(NAD 83)
 NK0295_MARKER: DD = SURVEY DISK
 NK0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0295_STAMPING: 42-101
 NK0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0295+STABILITY: SURFACE MOTION
 NK0295
 NK0295  HISTORY     - Date     Condition        Report By
 NK0295  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0295  HISTORY     - 1934     GOOD             IAGS
 NK0295  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0295
 NK0295                          STATION DESCRIPTION
 NK0295
 NK0295'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0295'8.5 MI NE FROM HUBBARD.
 NK0295'8-1/2 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION
 NK0295'OF STATE HIGHWAY 175 AT HUBBARD, HARDIN COUNTY, 1,303 FEET SOUTH
 NK0295'OF A PLUG IN THE PAVEMENT AT CENTERLINE STATION 1213+88.7, AT
 NK0295'THE NORTH QUARTER CORNER OF SEC. 35, T. 88 N., R. 21 W., ON THE
 NK0295'NORTH SHOULDER OF THE FIRST FIELD ENTRANCE SOUTH OF THE CORNER,
 NK0295'AND 4.5 FEET EAST OF THE NORTH GATEPOST.  A STATE SURVEY STANDARD
 NK0295'DISK, STAMPED 42-101 AND SET IN THE TOP OF A CONCRETE POST.
 NK0295
 NK0295                          STATION RECOVERY (1974)
 NK0295
 NK0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0294 ***********************************************************************
 NK0294  DESIGNATION -  42 102
 NK0294  PID         -  NK0294
 NK0294  STATE/COUNTY-  IA/HARDIN
 NK0294  USGS QUAD   -  BUCKEYE EAST (1979)
 NK0294
 NK0294                         *CURRENT SURVEY CONTROL
 NK0294  ___________________________________________________________________
 NK0294* NAD 83(1986)-  42 23 49.     (N)    093 15 12.     (W)     SCALED    
 NK0294* NAVD 88     -       341.259  (meters)    1119.61   (feet)  ADJUSTED  
 NK0294  ___________________________________________________________________
 NK0294  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 NK0294  DYNAMIC HT  -         341.134 (meters)    1119.20  (feet)  COMP
 NK0294  MODELED GRAV-     980,245.7   (mgal)                       NAVD 88
 NK0294
 NK0294  VERT ORDER  -  FIRST     CLASS II
 NK0294
 NK0294.The horizontal coordinates were scaled from a topographic map and have
 NK0294.an estimated accuracy of +/- 6 seconds.
 NK0294
 NK0294.The orthometric height was determined by differential leveling
 NK0294.and adjusted by the National Geodetic Survey in June 1991..
 NK0294
 NK0294.The geoid height was determined by GEOID03.
 NK0294
 NK0294.The dynamic height is computed by dividing the NAVD 88
 NK0294.geopotential number by the normal gravity value computed on the
 NK0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0294.degrees latitude (g = 980.6199 gals.).
 NK0294
 NK0294.The modeled gravity was interpolated from observed gravity values.
 NK0294
 NK0294;                    North         East    Units  Estimated Accuracy
 NK0294;SPC IA N     - 1,099,660.    1,520,310.      MT  (+/- 180 meters Scaled)
 NK0294
 NK0294                          SUPERSEDED SURVEY CONTROL
 NK0294
 NK0294  NGVD 29 (??/??/92)  341.234  (m)         1119.53   (f) ADJ UNCH    1 2
 NK0294
 NK0294.Superseded values are not recommended for survey control.
 NK0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0294.See file dsdata.txt to determine how the superseded data were derived.
 NK0294
 NK0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG791938(NAD 83)
 NK0294_MARKER: DD = SURVEY DISK
 NK0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0294_STAMPING: 42-102
 NK0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0294+STABILITY: SURFACE MOTION
 NK0294
 NK0294  HISTORY     - Date     Condition        Report By
 NK0294  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0294  HISTORY     - 1934     GOOD             IAGS
 NK0294
 NK0294                          STATION DESCRIPTION
 NK0294
 NK0294'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0294'2.5 MI S FROM OWASA.
 NK0294'2-1/2 MILES SOUTH ALONG COUNTY ROAD E FROM OWASA, HARDIN COUNTY,
 NK0294'2.4 MILES WEST ALONG COUNTY ROAD D, 775 FEET WEST OF THE
 NK0294'NORTHEAST CORNER OF SEC. 35, T. 88 N., R. 21 W., SOUTHWEST ACROSS
 NK0294'THE ROAD FROM BUILDING ON THE F. MOSSMAN FARM, IN THE LOG OF AN
 NK0294'OLD FOUNDATION ON THE SOUTH SIDE OF THE ROAD, 92.6 FEET WEST OF
 NK0294'A NAIL IN A BRACE POST, 80.9 FEET EAST OF A NAIL IN A CORNER
 NK0294'POST ON THE SOUTH SIDE OF THE ROAD, 63.1 FEET SOUTHEAST OF A
 NK0294'NAIL IN A CORNER POST ON THE NORTH SIDE OF THE ROAD, AND 1.7 FEET
 NK0294'SOUTH OF A 7/8-INCH IRON PIN IN THE SOUTH FENCE LINE.  A STATE
 NK0294'SURVEY STANDARD DISK, STAMPED 42-102 AND SET IN THE TOP OF A
 NK0294'CONCRETE POST.  NOTE-- THE HARDIN ENGINEER DEPARTMENT REPORTED
 NK0294'IN JULY 1951 THAT THE MARK WAS MOVED 12.0 FEET SOUTH TO THE NEW
 NK0294'RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0293 ***********************************************************************
 NK0293  DESIGNATION -  42 103
 NK0293  PID         -  NK0293
 NK0293  STATE/COUNTY-  IA/HARDIN
 NK0293  USGS QUAD   -  OWASA (1979)
 NK0293
 NK0293                         *CURRENT SURVEY CONTROL
 NK0293  ___________________________________________________________________
 NK0293* NAD 83(1986)-  42 23 49.     (N)    093 13 35.     (W)     SCALED    
 NK0293* NAVD 88     -       342.988  (meters)    1125.29   (feet)  ADJUSTED  
 NK0293  ___________________________________________________________________
 NK0293  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 NK0293  DYNAMIC HT  -         342.859 (meters)    1124.86  (feet)  COMP
 NK0293  MODELED GRAV-     980,237.2   (mgal)                       NAVD 88
 NK0293
 NK0293  VERT ORDER  -  FIRST     CLASS II
 NK0293
 NK0293.The horizontal coordinates were scaled from a topographic map and have
 NK0293.an estimated accuracy of +/- 6 seconds.
 NK0293
 NK0293.The orthometric height was determined by differential leveling
 NK0293.and adjusted by the National Geodetic Survey in June 1991..
 NK0293
 NK0293.The geoid height was determined by GEOID03.
 NK0293
 NK0293.The dynamic height is computed by dividing the NAVD 88
 NK0293.geopotential number by the normal gravity value computed on the
 NK0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0293.degrees latitude (g = 980.6199 gals.).
 NK0293
 NK0293.The modeled gravity was interpolated from observed gravity values.
 NK0293
 NK0293;                    North         East    Units  Estimated Accuracy
 NK0293;SPC IA N     - 1,099,670.    1,522,530.      MT  (+/- 180 meters Scaled)
 NK0293
 NK0293                          SUPERSEDED SURVEY CONTROL
 NK0293
 NK0293  NGVD 29 (??/??/92)  342.960  (m)         1125.19   (f) ADJ UNCH    1 2
 NK0293
 NK0293.Superseded values are not recommended for survey control.
 NK0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0293.See file dsdata.txt to determine how the superseded data were derived.
 NK0293
 NK0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG813938(NAD 83)
 NK0293_MARKER: DD = SURVEY DISK
 NK0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0293_STAMPING: 42-103
 NK0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0293+STABILITY: SURFACE MOTION
 NK0293
 NK0293  HISTORY     - Date     Condition        Report By
 NK0293  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0293  HISTORY     - 1934     GOOD             IAGS
 NK0293  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0293
 NK0293                          STATION DESCRIPTION
 NK0293
 NK0293'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0293'2.5 MI S FROM OWASA.
 NK0293'2-1/2 MILES SOUTH ALONG COUNTY ROAD E FROM OWASA, HARDIN COUNTY,
 NK0293'1 MILE WEST ALONG COUNTY ROAD D, NEAR THE NORTHWEST CORNER OF
 NK0293'SEC. 31, T. 88 N., R. 20 W., AT THE EAST SIDE OF THE ENTRANCE
 NK0293'TO THE SIMON GRONNER FARM, ON THE SOUTH SIDE OF THE ROAD, AND
 NK0293'8.1 FEET NORTH-NORTHEAST OF THE EAST GATEPOST.  A STATE SURVEY
 NK0293'STANDARD DISK, STAMPED 42-103 AND SET IN THE TOP OF A CONCRETE
 NK0293'POST.  NOTE-- HARDIN ENGINEER DEPARTMENT REPORTED IN JULY 1951
 NK0293'THAT THE MARK WAS MOVED ABOUT 125.0 FEET NORTHWEST TO THE NEW
 NK0293'RIGHT-OF-WAY FENCE AND 3.0 FEET EAST OF THE NORTH FENCE AND ON
 NK0293'THE WEST SIDE OF THE RUMBO FARMSTEAD GROVE.
 NK0293
 NK0293                          STATION RECOVERY (1974)
 NK0293
 NK0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0292 ***********************************************************************
 NK0292  DESIGNATION -  42 104
 NK0292  PID         -  NK0292
 NK0292  STATE/COUNTY-  IA/HARDIN
 NK0292  USGS QUAD   -  OWASA (1979)
 NK0292
 NK0292                         *CURRENT SURVEY CONTROL
 NK0292  ___________________________________________________________________
 NK0292* NAD 83(1986)-  42 23 51.     (N)    093 13 00.     (W)     SCALED    
 NK0292* NAVD 88     -       341.587  (meters)    1120.69   (feet)  ADJUSTED  
 NK0292  ___________________________________________________________________
 NK0292  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 NK0292  DYNAMIC HT  -         341.457 (meters)    1120.26  (feet)  COMP
 NK0292  MODELED GRAV-     980,234.5   (mgal)                       NAVD 88
 NK0292
 NK0292  VERT ORDER  -  FIRST     CLASS II
 NK0292
 NK0292.The horizontal coordinates were scaled from a topographic map and have
 NK0292.an estimated accuracy of +/- 6 seconds.
 NK0292
 NK0292.The orthometric height was determined by differential leveling
 NK0292.and adjusted by the National Geodetic Survey in June 1991..
 NK0292
 NK0292.The geoid height was determined by GEOID03.
 NK0292
 NK0292.The dynamic height is computed by dividing the NAVD 88
 NK0292.geopotential number by the normal gravity value computed on the
 NK0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0292.degrees latitude (g = 980.6199 gals.).
 NK0292
 NK0292.The modeled gravity was interpolated from observed gravity values.
 NK0292
 NK0292;                    North         East    Units  Estimated Accuracy
 NK0292;SPC IA N     - 1,099,730.    1,523,330.      MT  (+/- 180 meters Scaled)
 NK0292
 NK0292                          SUPERSEDED SURVEY CONTROL
 NK0292
 NK0292  NGVD 29 (??/??/92)  341.558  (m)         1120.59   (f) ADJ UNCH    1 2
 NK0292
 NK0292.Superseded values are not recommended for survey control.
 NK0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0292.See file dsdata.txt to determine how the superseded data were derived.
 NK0292
 NK0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG821939(NAD 83)
 NK0292_MARKER: DD = SURVEY DISK
 NK0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0292_STAMPING: 42-104
 NK0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0292+STABILITY: SURFACE MOTION
 NK0292
 NK0292  HISTORY     - Date     Condition        Report By
 NK0292  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0292  HISTORY     - 1934     GOOD             IAGS
 NK0292  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0292
 NK0292                          STATION DESCRIPTION
 NK0292
 NK0292'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0292'2.5 MI S FROM OWASA.
 NK0292'2-1/2 MILES SOUTH ALONG COUNTY ROAD E FROM OWASA, HARDIN COUNTY,
 NK0292'1/2 MILE WEST ALONG COUNTY ROAD D, IN SEC. 30, T. 88 N.,
 NK0292'R. 20 W., 360 FEET WEST OF THE ENTRANCE TO THE CHARLES KUSSEROW
 NK0292'FARM, AT THE EAST SIDE OF THE FIRST FIELD ENTRANCE WEST OF THE
 NK0292'FARM ENTRANCE, ON THE NORTH SIDE OF THE ROAD, AND 4.7 FEET
 NK0292'SOUTHWEST OF A CORNER POST.  A STATE SURVEY STANDARD DISK,
 NK0292'STAMPED 42-104 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IN
 NK0292'JULY 1951 IT WAS REPORTED BY THE HARDIN ENGINEER DEPARTMENT THAT
 NK0292'THE MARK WAS MOVED ABOUT 7.5 FEET NORTHWEST TO THE NEW
 NK0292'RIGHT-OF-WAY FENCE LINE AND THE PHONE POLE WAS MOVED 1.8 FEET
 NK0292'NORTHWEST.
 NK0292
 NK0292                          STATION RECOVERY (1974)
 NK0292
 NK0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0300 ***********************************************************************
 NK0300  CBN         -  This is a Cooperative Base Network Control Station.
 NK0300  DESIGNATION -  42 105
 NK0300  PID         -  NK0300
 NK0300  STATE/COUNTY-  IA/HARDIN
 NK0300  USGS QUAD   -  HUBBARD (1979)
 NK0300
 NK0300                         *CURRENT SURVEY CONTROL
 NK0300  ___________________________________________________________________
 NK0300* NAD 83(1996)-  42 19 55.66087(N)    093 18 35.33304(W)     ADJUSTED  
 NK0300* NAVD 88     -       339.037  (meters)    1112.32   (feet)  ADJUSTED  
 NK0300  ___________________________________________________________________
 NK0300  X           -    -272,651.589 (meters)                     COMP
 NK0300  Y           -  -4,714,585.520 (meters)                     COMP
 NK0300  Z           -   4,273,156.136 (meters)                     COMP
 NK0300  LAPLACE CORR-         -18.26  (seconds)                    DEFLEC99
 NK0300  ELLIP HEIGHT-         309.14  (meters)          (06/15/04) GPS OBS
 NK0300  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 NK0300  DYNAMIC HT  -         338.918 (meters)    1111.93  (feet)  COMP
 NK0300  MODELED GRAV-     980,261.3   (mgal)                       NAVD 88
 NK0300
 NK0300  HORZ ORDER  -  B
 NK0300  VERT ORDER  -  FIRST     CLASS II
 NK0300  ELLP ORDER  -  FOURTH    CLASS I
 NK0300
 NK0300.The horizontal coordinates were established by GPS observations
 NK0300.and adjusted by the National Geodetic Survey in August 1997..
 NK0300
 NK0300.The orthometric height was determined by differential leveling
 NK0300.and adjusted by the National Geodetic Survey in June 1991..
 NK0300
 NK0300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0300
 NK0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0300
 NK0300.The ellipsoidal height was determined by GPS observations
 NK0300.and is referenced to NAD 83.
 NK0300
 NK0300.The geoid height was determined by GEOID03.
 NK0300
 NK0300.The dynamic height is computed by dividing the NAVD 88
 NK0300.geopotential number by the normal gravity value computed on the
 NK0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0300.degrees latitude (g = 980.6199 gals.).
 NK0300
 NK0300.The modeled gravity was interpolated from observed gravity values.
 NK0300
 NK0300;                    North         East     Units Scale Factor Converg.
 NK0300;SPC IA N     - 1,092,447.110 1,515,674.189   MT  0.99996242   +0 07 44.0
 NK0300;UTM  15      - 4,686,699.562   474,475.725   MT  0.99960802   -0 12 31.1
 NK0300
 NK0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0300!SPC IA N     -   0.99995152  x   0.99996242  =   0.99991394
 NK0300!UTM  15      -   0.99995152  x   0.99960802  =   0.99955956
 NK0300
 NK0300                          SUPERSEDED SURVEY CONTROL
 NK0300
 NK0300  ELLIP H (08/25/97)  309.18   (m)                       GP(       ) 4 1
 NK0300  NAVD 88 (08/25/97)  339.04   (m)         1112.3    (f) LEVELING    3  
 NK0300  NGVD 29 (??/??/92)  339.016  (m)         1112.26   (f) ADJ UNCH    1 2
 NK0300
 NK0300.Superseded values are not recommended for survey control.
 NK0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0300.See file dsdata.txt to determine how the superseded data were derived.
 NK0300
 NK0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG7447686700(NAD 83)
 NK0300_MARKER: DB = BENCH MARK DISK
 NK0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0300_STAMPING: NO. 105
 NK0300_MARK LOGO: CGS+SS
 NK0300_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0300+STABILITY: SURFACE MOTION
 NK0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0300+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1996
 NK0300
 NK0300  HISTORY     - Date     Condition        Report By
 NK0300  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0300  HISTORY     - 1934     GOOD             IAGS
 NK0300  HISTORY     - 19960119 GOOD             IADT
 NK0300
 NK0300                          STATION DESCRIPTION
 NK0300
 NK0300'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0300'1.8 MI N FROM HUBBARD.
 NK0300'1-3/4 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION
 NK0300'OF STATE HIGHWAY 175 AT HUBBARD, HARDIN COUNTY, AT THE EAST
 NK0300'QUARTER CORNER OF SEC. 20, T. 87 N., R. 21 W., NORTH OF THE
 NK0300'EAST-AND-WEST HALF-SECTION LINE, AT THE JUNCTION OF A ROAD
 NK0300'LEADING EAST, 95.7 FEET NORTHWEST OF A RAILROAD RAIL AT THE
 NK0300'SOUTHEAST CORNER OF THE JUNCTION, 74.6 FEET WEST OF A RAIL AT
 NK0300'THE NORTHEAST CORNER OF THE JUNCTION, AND 10.5 FEET EAST OF THE
 NK0300'FIRST STEEL POST NORTH OF THE CORNER POST OF A FENCE LEADING
 NK0300'WEST.  A STATE SURVEY STANDARD DISK, STAMPED 42-105 AND SET IN
 NK0300'THE TOP OF A CONCRETE POST.
 NK0300
 NK0300                          STATION RECOVERY (1996)
 NK0300
 NK0300'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (WC)
 NK0300'RECOVERED IN GOOD CONDITION BY IOWA DOT.  1-3/4 MILES NORTH ALONG U.S.
 NK0300'HIGHWAY 65 FROM THE INTERSECTION OF STATE HIGHWAY 175 AT HUBBARD,
 NK0300'HARDIN COUNTY, AT THE EAST QUARTER CORNER OF SEC.  20, T. 87 N., R.
 NK0300'21 W., NORTH OF THE EAST-AND-WEST HALF-SECTION LINE, AT THE JUNCTION
 NK0300'OF A ROAD LEADING EAST.  LOCATED 40.5 FT (12.3 M) WEST OF THE
 NK0300'CENTERLINE OF US HWY 65/IOWA HIGHWAY 175, AT THE T-INTERSECTION WITH
 NK0300'GRAVELLED 255TH STREET (EAST) .  IT IS 4.6 M (15.1 FT) NORTH OF A
 NK0300'DOUBLE-ARROW SIGN, 2.8 M (9.2 FT) EAST OF A BARBED-WIRE FENCE, 1.1 M
 NK0300'(3.6 FT) EAST OF A PINK STATE HARN SURVEY SIGN, 0.7 M (2.3 FT) NORTH
 NK0300'OF A STREET SIGN, 0.3 M (1.0 FT) SOUTH OF AN ORANGE GUARD POST, AND
 NK0300'0.2 M (0.7 FT) SOUTH OF A WHITE METAL WITNESS POST.  THE STATION IS A
 NK0300'STATE SURVEY STANDARD DISK, STAMPED 42-105 AND SET IN THE TOP OF A
 NK0300'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0301 ***********************************************************************
 NK0301  DESIGNATION -  42 106
 NK0301  PID         -  NK0301
 NK0301  STATE/COUNTY-  IA/HARDIN
 NK0301  USGS QUAD   -  HUBBARD (1979)
 NK0301
 NK0301                         *CURRENT SURVEY CONTROL
 NK0301  ___________________________________________________________________
 NK0301* NAD 83(1986)-  42 19 19.     (N)    093 18 35.     (W)     SCALED    
 NK0301* NAVD 88     -       338.189  (meters)    1109.54   (feet)  ADJUSTED  
 NK0301  ___________________________________________________________________
 NK0301  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 NK0301  DYNAMIC HT  -         338.070 (meters)    1109.15  (feet)  COMP
 NK0301  MODELED GRAV-     980,260.4   (mgal)                       NAVD 88
 NK0301
 NK0301  VERT ORDER  -  FIRST     CLASS II
 NK0301
 NK0301.The horizontal coordinates were scaled from a topographic map and have
 NK0301.an estimated accuracy of +/- 6 seconds.
 NK0301
 NK0301.The orthometric height was determined by differential leveling
 NK0301.and adjusted by the National Geodetic Survey in June 1991..
 NK0301
 NK0301.The geoid height was determined by GEOID03.
 NK0301
 NK0301.The dynamic height is computed by dividing the NAVD 88
 NK0301.geopotential number by the normal gravity value computed on the
 NK0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0301.degrees latitude (g = 980.6199 gals.).
 NK0301
 NK0301.The modeled gravity was interpolated from observed gravity values.
 NK0301
 NK0301;                    North         East    Units  Estimated Accuracy
 NK0301;SPC IA N     - 1,091,320.    1,515,680.      MT  (+/- 180 meters Scaled)
 NK0301
 NK0301                          SUPERSEDED SURVEY CONTROL
 NK0301
 NK0301  NGVD 29 (??/??/92)  338.167  (m)         1109.47   (f) ADJ UNCH    1 2
 NK0301
 NK0301.Superseded values are not recommended for survey control.
 NK0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0301.See file dsdata.txt to determine how the superseded data were derived.
 NK0301
 NK0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG744855(NAD 83)
 NK0301_MARKER: DD = SURVEY DISK
 NK0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0301_STAMPING: 42-106
 NK0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0301+STABILITY: SURFACE MOTION
 NK0301
 NK0301  HISTORY     - Date     Condition        Report By
 NK0301  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0301  HISTORY     - 1934     GOOD             IAGS
 NK0301  HISTORY     - 1974     POOR             USGS
 NK0301
 NK0301                          STATION DESCRIPTION
 NK0301
 NK0301'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0301'1.1 MI N FROM HUBBARD.
 NK0301'1.1 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF
 NK0301'STATE HIGHWAY 175 AT HUBBARD, HARDIN COUNTY, IN SEC. 29, T 87 N.,
 NK0301'R 21 W., 891 FEET SOUTH OF A PLUG IN THE PAVEMENT AT THE
 NK0301'NORTHEAST CORNER OF THE SECTION, 77.7 FEET NORTHEAST OF A NAIL
 NK0301'IN A POLE, 37.7 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 NK0301'13.1 FEET FROM A FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0301'42-106 AND SET IN THE TOP OF A CONCRETE POST.
 NK0301
 NK0301                          STATION RECOVERY (1974)
 NK0301
 NK0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0301'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0302 ***********************************************************************
 NK0302  DESIGNATION -  42 107
 NK0302  PID         -  NK0302
 NK0302  STATE/COUNTY-  IA/HARDIN
 NK0302  USGS QUAD   -  HUBBARD (1979)
 NK0302
 NK0302                         *CURRENT SURVEY CONTROL
 NK0302  ___________________________________________________________________
 NK0302* NAD 83(1986)-  42 17 54.     (N)    093 18 35.     (W)     SCALED    
 NK0302* NAVD 88     -       322.610  (meters)    1058.43   (feet)  ADJUSTED  
 NK0302  ___________________________________________________________________
 NK0302  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 NK0302  DYNAMIC HT  -         322.496 (meters)    1058.06  (feet)  COMP
 NK0302  MODELED GRAV-     980,258.7   (mgal)                       NAVD 88
 NK0302
 NK0302  VERT ORDER  -  FIRST     CLASS II
 NK0302
 NK0302.The horizontal coordinates were scaled from a topographic map and have
 NK0302.an estimated accuracy of +/- 6 seconds.
 NK0302
 NK0302.The orthometric height was determined by differential leveling
 NK0302.and adjusted by the National Geodetic Survey in June 1991..
 NK0302
 NK0302.The geoid height was determined by GEOID03.
 NK0302
 NK0302.The dynamic height is computed by dividing the NAVD 88
 NK0302.geopotential number by the normal gravity value computed on the
 NK0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0302.degrees latitude (g = 980.6199 gals.).
 NK0302
 NK0302.The modeled gravity was interpolated from observed gravity values.
 NK0302
 NK0302;                    North         East    Units  Estimated Accuracy
 NK0302;SPC IA N     - 1,088,690.    1,515,690.      MT  (+/- 180 meters Scaled)
 NK0302
 NK0302                          SUPERSEDED SURVEY CONTROL
 NK0302
 NK0302  NGVD 29 (??/??/92)  322.590  (m)         1058.36   (f) ADJ UNCH    1 2
 NK0302
 NK0302.Superseded values are not recommended for survey control.
 NK0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0302.See file dsdata.txt to determine how the superseded data were derived.
 NK0302
 NK0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG744829(NAD 83)
 NK0302_MARKER: DD = SURVEY DISK
 NK0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0302_STAMPING: 42-107
 NK0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0302+STABILITY: SURFACE MOTION
 NK0302
 NK0302  HISTORY     - Date     Condition        Report By
 NK0302  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0302  HISTORY     - 1934     GOOD             IAGS
 NK0302
 NK0302                          STATION DESCRIPTION
 NK0302
 NK0302'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0302'AT HUBBARD.
 NK0302'AT THE WEST EDGE OF HUBBARD, HARDIN COUNTY, 1/2 MILE SOUTH ALONG
 NK0302'U.S. HIGHWAY 65 FROM THE INTERSECTION OF STATE HIGHWAY 175,
 NK0302'1,012 FEET NORTH OF THE SOUTHEAST CORNER OF SEC. 32, T. 87 N.,
 NK0302'R. 21 W., 74.7 FEET SOUTHWEST OF STATION MARK 927 ON THE EAST
 NK0302'SIDE OF THE PAVEMENT, 15.4 FEET SOUTHEAST OF A NAIL IN THE NORTH
 NK0302'POST OF A GATE, ON THE WEST SIDE OF THE HIGHWAY, AND 6.7 FEET
 NK0302'EAST OF THE WEST FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0302'42-107 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0303 ***********************************************************************
 NK0303  DESIGNATION -  42 108
 NK0303  PID         -  NK0303
 NK0303  STATE/COUNTY-  IA/HARDIN
 NK0303  USGS QUAD   -  HUBBARD (1979)
 NK0303
 NK0303                         *CURRENT SURVEY CONTROL
 NK0303  ___________________________________________________________________
 NK0303* NAD 83(1986)-  42 17 25.     (N)    093 18 35.     (W)     SCALED    
 NK0303* NAVD 88     -       330.605  (meters)    1084.66   (feet)  ADJUSTED  
 NK0303  ___________________________________________________________________
 NK0303  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 NK0303  DYNAMIC HT  -         330.487 (meters)    1084.27  (feet)  COMP
 NK0303  MODELED GRAV-     980,258.1   (mgal)                       NAVD 88
 NK0303
 NK0303  VERT ORDER  -  FIRST     CLASS II
 NK0303
 NK0303.The horizontal coordinates were scaled from a topographic map and have
 NK0303.an estimated accuracy of +/- 6 seconds.
 NK0303
 NK0303.The orthometric height was determined by differential leveling
 NK0303.and adjusted by the National Geodetic Survey in June 1991..
 NK0303
 NK0303.The geoid height was determined by GEOID03.
 NK0303
 NK0303.The dynamic height is computed by dividing the NAVD 88
 NK0303.geopotential number by the normal gravity value computed on the
 NK0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0303.degrees latitude (g = 980.6199 gals.).
 NK0303
 NK0303.The modeled gravity was interpolated from observed gravity values.
 NK0303
 NK0303;                    North         East    Units  Estimated Accuracy
 NK0303;SPC IA N     - 1,087,800.    1,515,690.      MT  (+/- 180 meters Scaled)
 NK0303
 NK0303                          SUPERSEDED SURVEY CONTROL
 NK0303
 NK0303  NGVD 29 (??/??/92)  330.583  (m)         1084.59   (f) ADJ UNCH    1 2
 NK0303
 NK0303.Superseded values are not recommended for survey control.
 NK0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0303.See file dsdata.txt to determine how the superseded data were derived.
 NK0303
 NK0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG744820(NAD 83)
 NK0303_MARKER: DD = SURVEY DISK
 NK0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0303_STAMPING: 42-108
 NK0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0303+STABILITY: SURFACE MOTION
 NK0303
 NK0303  HISTORY     - Date     Condition        Report By
 NK0303  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0303  HISTORY     - 1934     GOOD             IAGS
 NK0303
 NK0303                          STATION DESCRIPTION
 NK0303
 NK0303'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0303'1 MI S FROM HUBBARD.
 NK0303'1 MILE SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF STATE
 NK0303'HIGHWAY 175 AT HUBBARD, HARDIN COUNTY, 1,842 FEET SOUTH OF THE
 NK0303'NORTHEAST CORNER OF SEC. 5, T. 86 N., R 21 W., 45.6 FEET WEST
 NK0303'OF THE CENTERLINE OF THE HIGHWAY, AND 4.5 FEET EAST OF THE WEST
 NK0303'FENCE.  A STATE SURVEY STANDARD DISK STAMPED 42-108 AND SET IN
 NK0303'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0304 ***********************************************************************
 NK0304  DESIGNATION -  42 109
 NK0304  PID         -  NK0304
 NK0304  STATE/COUNTY-  IA/HARDIN
 NK0304  USGS QUAD   -  HUBBARD (1979)
 NK0304
 NK0304                         *CURRENT SURVEY CONTROL
 NK0304  ___________________________________________________________________
 NK0304* NAD 83(1986)-  42 15 50.     (N)    093 18 36.     (W)     SCALED    
 NK0304* NAVD 88     -       330.116  (meters)    1083.06   (feet)  ADJUSTED  
 NK0304  ___________________________________________________________________
 NK0304  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 NK0304  DYNAMIC HT  -         329.998 (meters)    1082.67  (feet)  COMP
 NK0304  MODELED GRAV-     980,256.1   (mgal)                       NAVD 88
 NK0304
 NK0304  VERT ORDER  -  FIRST     CLASS II
 NK0304
 NK0304.The horizontal coordinates were scaled from a topographic map and have
 NK0304.an estimated accuracy of +/- 6 seconds.
 NK0304
 NK0304.The orthometric height was determined by differential leveling
 NK0304.and adjusted by the National Geodetic Survey in June 1991..
 NK0304
 NK0304.The geoid height was determined by GEOID03.
 NK0304
 NK0304.The dynamic height is computed by dividing the NAVD 88
 NK0304.geopotential number by the normal gravity value computed on the
 NK0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0304.degrees latitude (g = 980.6199 gals.).
 NK0304
 NK0304.The modeled gravity was interpolated from observed gravity values.
 NK0304
 NK0304;                    North         East    Units  Estimated Accuracy
 NK0304;SPC IA N     - 1,084,870.    1,515,680.      MT  (+/- 180 meters Scaled)
 NK0304
 NK0304                          SUPERSEDED SURVEY CONTROL
 NK0304
 NK0304  NGVD 29 (??/??/92)  330.094  (m)         1082.98   (f) ADJ UNCH    1 2
 NK0304
 NK0304.Superseded values are not recommended for survey control.
 NK0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0304.See file dsdata.txt to determine how the superseded data were derived.
 NK0304
 NK0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG744791(NAD 83)
 NK0304_MARKER: DD = SURVEY DISK
 NK0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0304_STAMPING: 42-109
 NK0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0304+STABILITY: SURFACE MOTION
 NK0304
 NK0304  HISTORY     - Date     Condition        Report By
 NK0304  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0304  HISTORY     - 1934     GOOD             IAGS
 NK0304
 NK0304                          STATION DESCRIPTION
 NK0304
 NK0304'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0304'3 MI S FROM HUBBARD.
 NK0304'3 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF
 NK0304'STATE HIGHWAY 175 AT HUBBARD, HARDIN COUNTY, 1,077 FEET SOUTH
 NK0304'OF THE NORTHEAST CORNER OF SEC. 17, T. 86 N., R. 21 W., AT THE
 NK0304'NORTH SIDE OF THE ENTRANCE TO THE ALBERT KRUEGER FARM, 6.3 FEET
 NK0304'SOUTH OF THE CORNER POST OF THE FENCE ON THE NORTH SIDE OF THE
 NK0304'DRIVE, AND ON THE WEST SIDE OF THE RIGHT-OF-WAY.  A STATE
 NK0304'SURVEY STANDARD DISK, STAMPED 42-109 AND SET IN THE TOP OF A
 NK0304'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0305 ***********************************************************************
 NK0305  DESIGNATION -  42 110
 NK0305  PID         -  NK0305
 NK0305  STATE/COUNTY-  IA/HARDIN
 NK0305  USGS QUAD   -  HUBBARD (1979)
 NK0305
 NK0305                         *CURRENT SURVEY CONTROL
 NK0305  ___________________________________________________________________
 NK0305* NAD 83(1986)-  42 15 30.     (N)    093 18 36.     (W)     SCALED    
 NK0305* NAVD 88     -       332.998  (meters)    1092.51   (feet)  ADJUSTED  
 NK0305  ___________________________________________________________________
 NK0305  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 NK0305  DYNAMIC HT  -         332.879 (meters)    1092.12  (feet)  COMP
 NK0305  MODELED GRAV-     980,255.7   (mgal)                       NAVD 88
 NK0305
 NK0305  VERT ORDER  -  FIRST     CLASS II
 NK0305
 NK0305.The horizontal coordinates were scaled from a topographic map and have
 NK0305.an estimated accuracy of +/- 6 seconds.
 NK0305
 NK0305.The orthometric height was determined by differential leveling
 NK0305.and adjusted by the National Geodetic Survey in June 1991..
 NK0305
 NK0305.The geoid height was determined by GEOID03.
 NK0305
 NK0305.The dynamic height is computed by dividing the NAVD 88
 NK0305.geopotential number by the normal gravity value computed on the
 NK0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0305.degrees latitude (g = 980.6199 gals.).
 NK0305
 NK0305.The modeled gravity was interpolated from observed gravity values.
 NK0305
 NK0305;                    North         East    Units  Estimated Accuracy
 NK0305;SPC IA N     - 1,084,250.    1,515,680.      MT  (+/- 180 meters Scaled)
 NK0305
 NK0305                          SUPERSEDED SURVEY CONTROL
 NK0305
 NK0305  NGVD 29 (??/??/92)  332.975  (m)         1092.44   (f) ADJ UNCH    1 2
 NK0305
 NK0305.Superseded values are not recommended for survey control.
 NK0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0305.See file dsdata.txt to determine how the superseded data were derived.
 NK0305
 NK0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG744785(NAD 83)
 NK0305_MARKER: DD = SURVEY DISK
 NK0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0305_STAMPING: 42-110
 NK0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0305+STABILITY: SURFACE MOTION
 NK0305
 NK0305  HISTORY     - Date     Condition        Report By
 NK0305  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0305  HISTORY     - 1934     GOOD             IAGS
 NK0305  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0305
 NK0305                          STATION DESCRIPTION
 NK0305
 NK0305'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0305'3.2 MI S FROM HUBBARD.
 NK0305'3-1/4 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF
 NK0305'STATE HIGHWAY 175 AT HUBBARD, HARDIN COUNTY, NEAR THE
 NK0305'INTERSECTION OF COUNTY ROAD P, 409 FEET SOUTH OF A PLUG IN THE
 NK0305'PAVEMENT CENTERLINE AT THE EAST QUARTER CORNER OF SEC. 17,
 NK0305'T. 86 N., R. 21 W., AT THE NORTH SIDE OF THE FIRST FARM ENTRANCE
 NK0305'SOUTH OF THE CORNER (OWNED IN 1934 BY A.P. HOELSCHER), 40 FEET
 NK0305'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 19.7 FEET EAST OF A
 NK0305'NAIL IN A GATEPOST.  A STATE SURVEY STANDARD DISK, STAMPED 42-110
 NK0305'AND SET IN THE TOP OF A CONCRETE POST.
 NK0305
 NK0305                          STATION RECOVERY (1974)
 NK0305
 NK0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0306 ***********************************************************************
 NK0306  DESIGNATION -  42 111
 NK0306  PID         -  NK0306
 NK0306  STATE/COUNTY-  IA/HARDIN
 NK0306  USGS QUAD   -  ZEARING (1975)
 NK0306
 NK0306                         *CURRENT SURVEY CONTROL
 NK0306  ___________________________________________________________________
 NK0306* NAD 83(1986)-  42 14 16.     (N)    093 18 35.     (W)     SCALED    
 NK0306* NAVD 88     -       344.073  (meters)    1128.85   (feet)  ADJUSTED  
 NK0306  ___________________________________________________________________
 NK0306  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 NK0306  DYNAMIC HT  -         343.950 (meters)    1128.44  (feet)  COMP
 NK0306  MODELED GRAV-     980,253.8   (mgal)                       NAVD 88
 NK0306
 NK0306  VERT ORDER  -  FIRST     CLASS II
 NK0306
 NK0306.The horizontal coordinates were scaled from a topographic map and have
 NK0306.an estimated accuracy of +/- 6 seconds.
 NK0306
 NK0306.The orthometric height was determined by differential leveling
 NK0306.and adjusted by the National Geodetic Survey in June 1991..
 NK0306
 NK0306.The geoid height was determined by GEOID03.
 NK0306
 NK0306.The dynamic height is computed by dividing the NAVD 88
 NK0306.geopotential number by the normal gravity value computed on the
 NK0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0306.degrees latitude (g = 980.6199 gals.).
 NK0306
 NK0306.The modeled gravity was interpolated from observed gravity values.
 NK0306
 NK0306;                    North         East    Units  Estimated Accuracy
 NK0306;SPC IA N     - 1,081,970.    1,515,710.      MT  (+/- 180 meters Scaled)
 NK0306
 NK0306                          SUPERSEDED SURVEY CONTROL
 NK0306
 NK0306  NGVD 29 (??/??/92)  344.048  (m)         1128.76   (f) ADJ UNCH    1 2
 NK0306
 NK0306.Superseded values are not recommended for survey control.
 NK0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0306.See file dsdata.txt to determine how the superseded data were derived.
 NK0306
 NK0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG744762(NAD 83)
 NK0306_MARKER: DD = SURVEY DISK
 NK0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0306_STAMPING: 42-111
 NK0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0306+STABILITY: SURFACE MOTION
 NK0306
 NK0306  HISTORY     - Date     Condition        Report By
 NK0306  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0306  HISTORY     - 1934     GOOD             IAGS
 NK0306  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0306
 NK0306                          STATION DESCRIPTION
 NK0306
 NK0306'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0306'4.8 MI S FROM HUBBARD.
 NK0306'4-3/4 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION
 NK0306'OF STATE HIGHWAY 175 AT HUBBARD, HARDIN COUNTY, AT THE
 NK0306'INTERSECTION OF COUNTY ROAD C, 112 FEET SOUTHWEST OF A PLUG IN
 NK0306'THE PAVEMENT CENTERLINE AT THE NORTHEAST CORNER OF SEC. 29,
 NK0306'T. 86 N., R. 21 W., 37.8 FEET SOUTH OF A RAILROAD RAIL AT THE
 NK0306'SOUTHWEST CORNER OF THE INTERSECTION, AND 2.8 FEET FROM THE
 NK0306'WEST RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0306'42-111 AND SET IN THE TOP OF A CONCRETE POST.
 NK0306
 NK0306                          STATION RECOVERY (1975)
 NK0306
 NK0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0307 ***********************************************************************
 NK0307  DESIGNATION -  42 112
 NK0307  PID         -  NK0307
 NK0307  STATE/COUNTY-  IA/HARDIN
 NK0307  USGS QUAD   -  ZEARING (1975)
 NK0307
 NK0307                         *CURRENT SURVEY CONTROL
 NK0307  ___________________________________________________________________
 NK0307* NAD 83(1986)-  42 13 51.     (N)    093 18 36.     (W)     SCALED    
 NK0307* NAVD 88     -       340.036  (meters)    1115.60   (feet)  ADJUSTED  
 NK0307  ___________________________________________________________________
 NK0307  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 NK0307  DYNAMIC HT  -         339.913 (meters)    1115.20  (feet)  COMP
 NK0307  MODELED GRAV-     980,253.2   (mgal)                       NAVD 88
 NK0307
 NK0307  VERT ORDER  -  FIRST     CLASS II
 NK0307
 NK0307.The horizontal coordinates were scaled from a topographic map and have
 NK0307.an estimated accuracy of +/- 6 seconds.
 NK0307
 NK0307.The orthometric height was determined by differential leveling
 NK0307.and adjusted by the National Geodetic Survey in June 1991..
 NK0307
 NK0307.The geoid height was determined by GEOID03.
 NK0307
 NK0307.The dynamic height is computed by dividing the NAVD 88
 NK0307.geopotential number by the normal gravity value computed on the
 NK0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0307.degrees latitude (g = 980.6199 gals.).
 NK0307
 NK0307.The modeled gravity was interpolated from observed gravity values.
 NK0307
 NK0307;                    North         East    Units  Estimated Accuracy
 NK0307;SPC IA N     - 1,081,200.    1,515,680.      MT  (+/- 180 meters Scaled)
 NK0307
 NK0307                          SUPERSEDED SURVEY CONTROL
 NK0307
 NK0307  NGVD 29 (??/??/92)  340.012  (m)         1115.52   (f) ADJ UNCH    1 2
 NK0307
 NK0307.Superseded values are not recommended for survey control.
 NK0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0307.See file dsdata.txt to determine how the superseded data were derived.
 NK0307
 NK0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG744754(NAD 83)
 NK0307_MARKER: DD = SURVEY DISK
 NK0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0307_STAMPING: IGS 42-112
 NK0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0307+STABILITY: SURFACE MOTION
 NK0307
 NK0307  HISTORY     - Date     Condition        Report By
 NK0307  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0307  HISTORY     - 1934     GOOD             IAGS
 NK0307  HISTORY     - 1974     GOOD             USGS
 NK0307
 NK0307                          STATION DESCRIPTION
 NK0307
 NK0307'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0307'5.2 MI S FROM HUBBARD.
 NK0307'HUBBARD JCT. OF U.S. HWY. 65 AND STATE HWY. 175, 5.25 MILES S.
 NK0307'OF, T-86-N., R-21-W., NEAR THE 1/4 COR. BETWEEN SECS. 28 AND 29.
 NK0307'10 FT N. AND 47 FT W. OF CENTERLINE OF HWY. AT FE. W., 10 FT
 NK0307'N. AND 3.3 FT W. OF A FE. COR. AND 70 FT S. AND 4.7 FT W. OF
 NK0307'CENTERLINE OF HWY. AT A PRIVATE DRIVE W.  SET ON TOP OF A
 NK0307'CONCRETE POST WHICH PROJECTS 0.5 FT ABOVE GROUND, A DISK STAMPED
 NK0307'I.G.S. 42-112.
 NK0307
 NK0307                          STATION RECOVERY (1974)
 NK0307
 NK0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0308 ***********************************************************************
 NK0308  DESIGNATION -  42 113
 NK0308  PID         -  NK0308
 NK0308  STATE/COUNTY-  IA/HARDIN
 NK0308  USGS QUAD   -  ZEARING (1975)
 NK0308
 NK0308                         *CURRENT SURVEY CONTROL
 NK0308  ___________________________________________________________________
 NK0308* NAD 83(1986)-  42 12 49.     (N)    093 18 36.     (W)     SCALED    
 NK0308* NAVD 88     -       344.489  (meters)    1130.21   (feet)  ADJUSTED  
 NK0308  ___________________________________________________________________
 NK0308  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 NK0308  DYNAMIC HT  -         344.364 (meters)    1129.80  (feet)  COMP
 NK0308  MODELED GRAV-     980,251.4   (mgal)                       NAVD 88
 NK0308
 NK0308  VERT ORDER  -  FIRST     CLASS II
 NK0308
 NK0308.The horizontal coordinates were scaled from a topographic map and have
 NK0308.an estimated accuracy of +/- 6 seconds.
 NK0308
 NK0308.The orthometric height was determined by differential leveling
 NK0308.and adjusted by the National Geodetic Survey in June 1991..
 NK0308
 NK0308.The geoid height was determined by GEOID03.
 NK0308
 NK0308.The dynamic height is computed by dividing the NAVD 88
 NK0308.geopotential number by the normal gravity value computed on the
 NK0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0308.degrees latitude (g = 980.6199 gals.).
 NK0308
 NK0308.The modeled gravity was interpolated from observed gravity values.
 NK0308
 NK0308;                    North         East    Units  Estimated Accuracy
 NK0308;SPC IA N     - 1,079,280.    1,515,690.      MT  (+/- 180 meters Scaled)
 NK0308
 NK0308                          SUPERSEDED SURVEY CONTROL
 NK0308
 NK0308  NGVD 29 (??/??/92)  344.464  (m)         1130.13   (f) ADJ UNCH    1 2
 NK0308
 NK0308.Superseded values are not recommended for survey control.
 NK0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0308.See file dsdata.txt to determine how the superseded data were derived.
 NK0308
 NK0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG744735(NAD 83)
 NK0308_MARKER: DD = SURVEY DISK
 NK0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0308_STAMPING: 42-113
 NK0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0308+STABILITY: SURFACE MOTION
 NK0308
 NK0308  HISTORY     - Date     Condition        Report By
 NK0308  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0308  HISTORY     - 1934     GOOD             IAGS
 NK0308  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0308
 NK0308                          STATION DESCRIPTION
 NK0308
 NK0308'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0308'6.5 MI S FROM HUBBARD.
 NK0308'6-1/2 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION
 NK0308'OF STATE HIGHWAY 175 AT HUBBARD, HARDIN COUNTY, 1,038 FEET SOUTH
 NK0308'OF THE EAST QUARTER CORNER OF SECT. 32, T. 86 N., R 21 W., 25
 NK0308'FEET NORTH OF THE LINE OF THE NORTH SIDE OF A FARMHOUSE TO THE
 NK0308'SOUTHWEST, AND 3.6 FEET FROM THE WEST RIGHT-OF-WAY FENCE.  A
 NK0308'STATE SURVEY STANDARD DISK, STAMPED 42-113 AND SET IN THE TOP
 NK0308'OF A CONCRETE POST.
 NK0308
 NK0308                          STATION RECOVERY (1975)
 NK0308
 NK0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0256 ***********************************************************************
 NK0256  DESIGNATION -  42 138
 NK0256  PID         -  NK0256
 NK0256  STATE/COUNTY-  IA/HARDIN
 NK0256  USGS QUAD   -  IOWA FALLS WEST (1979)
 NK0256
 NK0256                         *CURRENT SURVEY CONTROL
 NK0256  ___________________________________________________________________
 NK0256* NAD 83(1986)-  42 31 26.     (N)    093 16 05.     (W)     SCALED    
 NK0256* NAVD 88     -       340.768  (meters)    1118.00   (feet)  ADJUSTED  
 NK0256  ___________________________________________________________________
 NK0256  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 NK0256  DYNAMIC HT  -         340.654 (meters)    1117.63  (feet)  COMP
 NK0256  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 NK0256
 NK0256  VERT ORDER  -  FIRST     CLASS II
 NK0256
 NK0256.The horizontal coordinates were scaled from a topographic map and have
 NK0256.an estimated accuracy of +/- 6 seconds.
 NK0256
 NK0256.The orthometric height was determined by differential leveling
 NK0256.and adjusted by the National Geodetic Survey in June 1991..
 NK0256
 NK0256.The geoid height was determined by GEOID03.
 NK0256
 NK0256.The dynamic height is computed by dividing the NAVD 88
 NK0256.geopotential number by the normal gravity value computed on the
 NK0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0256.degrees latitude (g = 980.6199 gals.).
 NK0256
 NK0256.The modeled gravity was interpolated from observed gravity values.
 NK0256
 NK0256;                    North         East    Units  Estimated Accuracy
 NK0256;SPC IA N     - 1,113,760.    1,519,060.      MT  (+/- 180 meters Scaled)
 NK0256
 NK0256                          SUPERSEDED SURVEY CONTROL
 NK0256
 NK0256  NGVD 29 (??/??/92)  340.757  (m)         1117.97   (f) ADJ UNCH    1 2
 NK0256
 NK0256.Superseded values are not recommended for survey control.
 NK0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0256.See file dsdata.txt to determine how the superseded data were derived.
 NK0256
 NK0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH779079(NAD 83)
 NK0256_MARKER: DD = SURVEY DISK
 NK0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0256_STAMPING: 43-138 IGS
 NK0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0256+STABILITY: SURFACE MOTION
 NK0256
 NK0256  HISTORY     - Date     Condition        Report By
 NK0256  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0256  HISTORY     - 1934     GOOD             IAGS
 NK0256  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0256
 NK0256                          STATION DESCRIPTION
 NK0256
 NK0256'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0256'AT IOWA FALLS.
 NK0256'AT IOWA FALLS, AT THE INTERSECTION OF UNION AND RIVER STREETS.
 NK0256'72.5 FT. S. OF CENTER OF MANHOLE COVER AT CENTER OF UNION AND
 NK0256'RIVER STREETS, 5.0 FT. E. OF A CHISELED SQUARE IN THE W. CURB
 NK0256'OF STREET, 22.5 FT. W. OF CHISELED PLUS IN THE E. CURB OF STREET,
 NK0256'14.0 FT. SSE OF S. COR. OF CURB AT DRIVE WAY WEST, 3095 FT.
 NK0256'NW OF N. COR OF RETAINING WALL OF DRIVE E., 0.6 FT. BELOW SURFACE
 NK0256'OF STREET STANDARD TABLET STAMPED 42-138 (IGS).
 NK0256
 NK0256                          STATION RECOVERY (1974)
 NK0256
 NK0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0258 ***********************************************************************
 NK0258  DESIGNATION -  42 139
 NK0258  PID         -  NK0258
 NK0258  STATE/COUNTY-  IA/HARDIN
 NK0258  USGS QUAD   -  IOWA FALLS WEST (1979)
 NK0258
 NK0258                         *CURRENT SURVEY CONTROL
 NK0258  ___________________________________________________________________
 NK0258* NAD 83(1986)-  42 31 05.     (N)    093 16 03.     (W)     SCALED    
 NK0258* NAVD 88     -       325.668  (meters)    1068.46   (feet)  ADJUSTED  
 NK0258  ___________________________________________________________________
 NK0258  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 NK0258  DYNAMIC HT  -         325.560 (meters)    1068.11  (feet)  COMP
 NK0258  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 NK0258
 NK0258  VERT ORDER  -  FIRST     CLASS II
 NK0258
 NK0258.The horizontal coordinates were scaled from a topographic map and have
 NK0258.an estimated accuracy of +/- 6 seconds.
 NK0258
 NK0258.The orthometric height was determined by differential leveling
 NK0258.and adjusted by the National Geodetic Survey in June 1991..
 NK0258
 NK0258.The geoid height was determined by GEOID03.
 NK0258
 NK0258.The dynamic height is computed by dividing the NAVD 88
 NK0258.geopotential number by the normal gravity value computed on the
 NK0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0258.degrees latitude (g = 980.6199 gals.).
 NK0258
 NK0258.The modeled gravity was interpolated from observed gravity values.
 NK0258
 NK0258;                    North         East    Units  Estimated Accuracy
 NK0258;SPC IA N     - 1,113,110.    1,519,110.      MT  (+/- 180 meters Scaled)
 NK0258
 NK0258                          SUPERSEDED SURVEY CONTROL
 NK0258
 NK0258  NGVD 29 (??/??/92)  325.659  (m)         1068.43   (f) ADJ UNCH    1 2
 NK0258
 NK0258.Superseded values are not recommended for survey control.
 NK0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0258.See file dsdata.txt to determine how the superseded data were derived.
 NK0258
 NK0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH780073(NAD 83)
 NK0258_MARKER: DD = SURVEY DISK
 NK0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0258_STAMPING: 42-139
 NK0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0258+STABILITY: SURFACE MOTION
 NK0258
 NK0258  HISTORY     - Date     Condition        Report By
 NK0258  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0258  HISTORY     - 1934     GOOD             IAGS
 NK0258  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0258
 NK0258                          STATION DESCRIPTION
 NK0258
 NK0258'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0258'AT IOWA FALLS.
 NK0258'AT IOWA FALLS, HARDIN COUNTY, ON RIVER STREET, 130 FEET EAST
 NK0258'OF THE INSIDE CORNER OF THE BASE OF THE SOUTHEAST HANDRAIL OF
 NK0258'THE IOWA RIVER BRIDGE, 113 FEET SOUTHEAST OF THE SOUTHEAST
 NK0258'CORNER OF A CREAMERY, 53.7 FEET SOUTH OF THE CENTER OF A MANHOLE
 NK0258'AT THE SOUTH END OF THE RIVER STREET PAVEMENT, AND ABOUT 2 FEET
 NK0258'FROM A WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK,
 NK0258'STAMPED 42-139 AND SET IN THE TOP OF A CONCRETE POST.
 NK0258
 NK0258                          STATION RECOVERY (1974)
 NK0258
 NK0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0284 ***********************************************************************
 NK0284  DESIGNATION -  42 140
 NK0284  PID         -  NK0284
 NK0284  STATE/COUNTY-  IA/HARDIN
 NK0284  USGS QUAD   -  BUCKEYE EAST (1979)
 NK0284
 NK0284                         *CURRENT SURVEY CONTROL
 NK0284  ___________________________________________________________________
 NK0284* NAD 83(1996)-  42 29 06.37111(N)    093 15 45.48312(W)     ADJUSTED  
 NK0284* NAVD 88     -       343.764  (meters)    1127.83   (feet)  ADJUSTED  
 NK0284  ___________________________________________________________________
 NK0284  X           -    -268,117.186 (meters)                     COMP
 NK0284  Y           -  -4,703,369.867 (meters)                     COMP
 NK0284  Z           -   4,285,706.532 (meters)                     COMP
 NK0284  LAPLACE CORR-         -19.80  (seconds)                    DEFLEC99
 NK0284  ELLIP HEIGHT-         313.87  (meters)          (06/15/04) GPS OBS
 NK0284  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 NK0284  DYNAMIC HT  -         343.646 (meters)    1127.45  (feet)  COMP
 NK0284  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 NK0284
 NK0284  HORZ ORDER  -  B
 NK0284  VERT ORDER  -  FIRST     CLASS II
 NK0284  ELLP ORDER  -  FOURTH    CLASS I
 NK0284
 NK0284.The horizontal coordinates were established by GPS observations
 NK0284.and adjusted by the National Geodetic Survey in August 1997..
 NK0284
 NK0284.The orthometric height was determined by differential leveling
 NK0284.and adjusted by the National Geodetic Survey in June 1991..
 NK0284
 NK0284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0284
 NK0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0284
 NK0284.The ellipsoidal height was determined by GPS observations
 NK0284.and is referenced to NAD 83.
 NK0284
 NK0284.The geoid height was determined by GEOID03.
 NK0284
 NK0284.The dynamic height is computed by dividing the NAVD 88
 NK0284.geopotential number by the normal gravity value computed on the
 NK0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0284.degrees latitude (g = 980.6199 gals.).
 NK0284
 NK0284.The modeled gravity was interpolated from observed gravity values.
 NK0284
 NK0284;                    North         East     Units Scale Factor Converg.
 NK0284;SPC IA N     - 1,109,448.782 1,519,514.872   MT  0.99995042   +0 09 39.1
 NK0284;UTM  15      - 4,703,672.362   478,415.235   MT  0.99960573   -0 10 38.6
 NK0284
 NK0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0284!SPC IA N     -   0.99995078  x   0.99995042  =   0.99990120
 NK0284!UTM  15      -   0.99995078  x   0.99960573  =   0.99955653
 NK0284
 NK0284                          SUPERSEDED SURVEY CONTROL
 NK0284
 NK0284  ELLIP H (08/25/97)  313.91   (m)                       GP(       ) 4 1
 NK0284  NGVD 29 (??/??/92)  343.750  (m)         1127.79   (f) ADJ UNCH    1 2
 NK0284
 NK0284.Superseded values are not recommended for survey control.
 NK0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0284.See file dsdata.txt to determine how the superseded data were derived.
 NK0284
 NK0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH7841503672(NAD 83)
 NK0284_MARKER: DD = SURVEY DISK
 NK0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0284_STAMPING: 42 140
 NK0284_MARK LOGO: CGS+SS
 NK0284_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0284+STABILITY: SURFACE MOTION
 NK0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0284+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 NK0284
 NK0284  HISTORY     - Date     Condition        Report By
 NK0284  HISTORY     - UNK      MONUMENTED       CGS+SS
 NK0284  HISTORY     - 1934     GOOD             IAGS
 NK0284  HISTORY     - 19961015 GOOD             NGS
 NK0284  HISTORY     - 20021031 GOOD             JCLS
 NK0284
 NK0284                          STATION DESCRIPTION
 NK0284
 NK0284'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0284'3.3 MI S FROM IOWA FALLS.
 NK0284'3.3 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF
 NK0284'UNION AND RIVER STREETS AT IOWA FALLS, HARDIN COUNTY, 70.1 FEET
 NK0284'SOUTHWEST OF THE NORTHEAST CORNER OF SEC. 36, T 89 N., R 21 W.,
 NK0284'AT THE JUNCTION OF A ROAD LEADING WEST, 92.8 FEET SOUTH OF A
 NK0284'CONCRETE ROAD MARKER, 97.7 FEET WEST OF ANOTHER CONCRETE ROAD
 NK0284'MARKER, 48.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 14.0
 NK0284'FEET SOUTH OF A FENCE, AND 1.5 FEET EAST OF THE RIGHT-OF-WAY
 NK0284'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 42-140 AND SET IN
 NK0284'THE TOP OF A CONCRETE POST.
 NK0284
 NK0284                          STATION RECOVERY (1996)
 NK0284
 NK0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 NK0284'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTH OF IOWA FALLS,
 NK0284'IA., ALONG THE WEST SIDE OF U.S.  HIGHWAY 65, JUST SOUTHWEST OF THE
 NK0284'JUNCTION OF HIGHWAY 65 AND A GRAVEL ROAD TO THE WEST (150TH.  STREET)
 NK0284'.  OWNERSHIP--IOWA DEPARTMENT OF TRANSPORTATION, 800 LINCOLN WAY,
 NK0284'AMES, IA.  50010.  PHONE 515-239-1101.  NOTE--THIS STATION IS A (CBN
 NK0284'STATION) .  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS
 NK0284'20 AND 65 IN IOWA FALLS, GO SOUTH, 4.8 KM (3.00 MI) ALONG HIGHWAY 65
 NK0284'TO 150TH.  STREET ON THE RIGHT, AND THE STATION NEAR THE SOUTHWEST
 NK0284'CORNER OF THE JUNCTION.  STATION IS 14.5 M (47.6 FT) WEST OF THE
 NK0284'HIGHWAY 65 CENTERLINE, 14.2 M (46.6 FT) SOUTH OF 150TH.  STREETS
 NK0284'GRAVEL CENTER, 0.5 M (1.6 FT) EAST OF A (PINK) STATE GEODETIC SURVEY
 NK0284'MARKER/HARN STATION WITNESS POST, 0.4 M (1.3 FT) NORTH OF A GREEN
 NK0284'(WARNING UNDERGROUND CABLE) BOX/POST, 0.2 M (0.7 FT) EAST OF A METAL
 NK0284'WITNESS POST, AND THE MONUMENT IS ABOUT LEVEL WITH THE HIGHWAY AND
 NK0284'RECESSED ABOUT 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  BY R.G. HAYES
 NK0284
 NK0284                          STATION RECOVERY (2002)
 NK0284
 NK0284'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 NK0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0285 ***********************************************************************
 NK0285  CBN         -  This is a Cooperative Base Network Control Station.
 NK0285  PACS        -  This is a Primary Airport Control Station.
 NK0285  DESIGNATION -  42 141
 NK0285  PID         -  NK0285
 NK0285  STATE/COUNTY-  IA/HARDIN
 NK0285  USGS QUAD   -  BUCKEYE EAST (1979)
 NK0285
 NK0285                         *CURRENT SURVEY CONTROL
 NK0285  ___________________________________________________________________
 NK0285* NAD 83(1996)-  42 28 14.50827(N)    093 15 45.11403(W)     ADJUSTED  
 NK0285* NAVD 88     -       345.801  (meters)    1134.52   (feet)  ADJUSTED  
 NK0285  ___________________________________________________________________
 NK0285  X           -    -268,170.358 (meters)                     COMP
 NK0285  Y           -  -4,704,450.786 (meters)                     COMP
 NK0285  Z           -   4,284,527.526 (meters)                     COMP
 NK0285  LAPLACE CORR-         -19.67  (seconds)                    DEFLEC99
 NK0285  ELLIP HEIGHT-         315.84  (meters)          (07/28/03) GPS OBS
 NK0285  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 NK0285  DYNAMIC HT  -         345.680 (meters)    1134.12  (feet)  COMP
 NK0285  MODELED GRAV-     980,262.2   (mgal)                       NAVD 88
 NK0285
 NK0285  HORZ ORDER  -  B
 NK0285  VERT ORDER  -  FIRST     CLASS II
 NK0285  ELLP ORDER  -  FOURTH    CLASS I
 NK0285
 NK0285.This mark is at Iowa Fall Municipal Airport (IFA)
 NK0285
 NK0285.The horizontal coordinates were established by GPS observations
 NK0285.and adjusted by the National Geodetic Survey in August 1997..
 NK0285
 NK0285.The orthometric height was determined by differential leveling
 NK0285.and adjusted by the National Geodetic Survey in June 1991..
 NK0285.WARNING-GPS observations at this control monument resulted in a GPS
 NK0285.derived orthometric height which differed from the leveled height by
 NK0285.more than one decimeter (0.1 meter).
 NK0285
 NK0285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0285
 NK0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0285
 NK0285.The ellipsoidal height was determined by GPS observations
 NK0285.and is referenced to NAD 83.
 NK0285
 NK0285.The geoid height was determined by GEOID03.
 NK0285
 NK0285.The dynamic height is computed by dividing the NAVD 88
 NK0285.geopotential number by the normal gravity value computed on the
 NK0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0285.degrees latitude (g = 980.6199 gals.).
 NK0285
 NK0285.The modeled gravity was interpolated from observed gravity values.
 NK0285
 NK0285;                    North         East     Units Scale Factor Converg.
 NK0285;SPC IA N     - 1,107,848.597 1,519,527.796   MT  0.99995125   +0 09 39.4
 NK0285;UTM  15      - 4,702,072.681   478,418.711   MT  0.99960573   -0 10 38.2
 NK0285
 NK0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0285!SPC IA N     -   0.99995047  x   0.99995125  =   0.99990172
 NK0285!UTM  15      -   0.99995047  x   0.99960573  =   0.99955622
 NK0285
 NK0285:                Primary Azimuth Mark                     Grid Az
 NK0285:SPC IA N     -  FALLSPORT                                240 25 03.3
 NK0285:UTM  15      -  FALLSPORT                                240 45 20.9
 NK0285
 NK0285|---------------------------------------------------------------------|
 NK0285| PID    Reference Object                     Distance      Geod. Az  |
 NK0285|                                                           dddmmss.s |
 NK0285| NK0762 FALLSPORT                           420.866 METERS 2403442.7 |
 NK0285|---------------------------------------------------------------------|
 NK0285
 NK0285                          SUPERSEDED SURVEY CONTROL
 NK0285
 NK0285  ELLIP H (08/25/97)  315.88   (m)                       GP(       ) 4 1
 NK0285  NAD 83(1986)-  42 28 14.51008(N)    093 15 45.11216(W) AD(       ) 3
 NK0285  NGVD 29 (??/??/92)  345.785  (m)         1134.46   (f) ADJ UNCH    1 2
 NK0285
 NK0285.Superseded values are not recommended for survey control.
 NK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0285.See file dsdata.txt to determine how the superseded data were derived.
 NK0285
 NK0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH7841902073(NAD 83)
 NK0285_MARKER: DD = SURVEY DISK
 NK0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0285_SP_SET: CONCRETE POST
 NK0285_STAMPING: 42 141
 NK0285_MARK LOGO: CGS+SS
 NK0285_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0285+STABILITY: SURFACE MOTION
 NK0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0285+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 NK0285
 NK0285  HISTORY     - Date     Condition        Report By
 NK0285  HISTORY     - UNK      MONUMENTED       CGS+SS
 NK0285  HISTORY     - 1934     GOOD             IAGS
 NK0285  HISTORY     - 1974     GOOD             USGS
 NK0285  HISTORY     - 19890626 GOOD             NGS
 NK0285  HISTORY     - 19961015 GOOD             NGS
 NK0285  HISTORY     - 20030205 GOOD             NGS
 NK0285
 NK0285                          STATION DESCRIPTION
 NK0285
 NK0285'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0285'4.3 MI S FROM IOWA FALLS.
 NK0285'IOWA FALLS AT THE INTERSECTION OF UNION AND RIVER ST. 4.3 MILES
 NK0285'S. OF, AT THE IOWA FALLS AIRPORT.  AT THE CORRECTION LINE
 NK0285'BETWEEN T-88 AND 89-N., R-20 AND 21-W.  SEC. CORNERS 31 AND 36
 NK0285'AND THE N. 1/2 CORNER OF SEC. 2.  4.4 FT N. AND 22 FT E. OF A
 NK0285'FE. COR., 4.4 FT N. OF A WHITE WOODEN FE. AND 37 FT N. AND 177.1
 NK0285'FT W. OF THE JCT. OF U.S. HWY. 65 AND A DRIVE W. TO AIRPORT.
 NK0285'SET ON TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FT ABOVE GROUND,
 NK0285'A STANDARD DISK STAMPED I.G.S. 42-141.
 NK0285
 NK0285                          STATION RECOVERY (1974)
 NK0285
 NK0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0285'RECOVERED IN GOOD CONDITION.
 NK0285
 NK0285                          STATION RECOVERY (1989)
 NK0285
 NK0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NK0285'THE STATION IS LOCATED 5.5 KM (3.40 MI) SOUTH OF IOWA FALLS, ALONG THE
 NK0285'WEST SIDE OF US HIGHWAY 65 AT THE JUNCTION OF THE ENTRANCE ROAD OF THE
 NK0285'IOWA FALLS MUNICIPAL AIRPORT.  OWNERSHIP--DEPARTMENT OF
 NK0285'TRANSPORTATION, 800 LINCOLN WAY, AMES, IA 50010, PHONE (515) 239-1101.
 NK0285'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 65 AND 20 IN
 NK0285'IOWA FALLS, GO SOUTH ON US HIGHWAY 65 FOR 5.5 KM (3.40 MI) TO THE
 NK0285'JUNCTION OF THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 NK0285'WEST FOR 0.05 KM (0.05 MI) TO THE MARK ON THE RIGHT ON THE NORTH SIDE
 NK0285'OF A WOODEN FENCE AND EAST-NORTHEAST OF A SMALL POWER POLE WITH AN
 NK0285'ELECTRIC METER.
 NK0285'THE STATION IS A STANDARD CGS AND STATE SURVEY DISK.  LOCATED 46.9 M
 NK0285'(153.9 FT) WEST OF THE CENTER OF THE HIGHWAY, 19.4 M (63.6 FT)
 NK0285'SOUTH-SOUTHEAST OF POWER POLE 6C-2-A1, 10.6 M (34.8 FT) NORTH OF THE
 NK0285'CENTER OF THE AIRPORT ENTRANCE ROAD, 10.2 M (33.5 FT) EAST-NORTHEAST
 NK0285'OF A SMALL POWER POLE WITH AN ELECTRIC METER, 1.4 M (4.6 FT) NORTH OF
 NK0285'A WOODEN FENCE AND 0.2 M (0.7 FT) EAST OF A METAL WITNESS POST.
 NK0285'DESCRIBED BY M. L. MCCREADY.
 NK0285
 NK0285                          STATION RECOVERY (1996)
 NK0285
 NK0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 NK0285'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) SOUTH OF IOWA FALLS,
 NK0285'IA., AT THE ENTRANCE TO THE IOWA FALLS MUNICIPAL AIRPORT.  NEAR AND
 NK0285'WEST-NORTHWEST OF THE JUNCTION OF U.S.  HIGHWAY 20/65, AND THE AIRPORT
 NK0285'ENTRANCE ROAD, IN THE GRASS, JUST NORTH OF THE ENTRANCE ROAD AND JUST
 NK0285'EAST-NORTHEAST OF A SHORT UTILITY POLE WITH ELECTRIC METER.
 NK0285'OWNERSHIP--IOWA DEPARTMENT OF TRANSPORTATION, 800 LINCOLN WAY, AMES,
 NK0285'IA.  50010.  PHONE 515-239-1101.  AIRPORT MANAGER JOEL STEWART, PHONE
 NK0285'515-648-3191.  NOTE--THIS STATION IS THE (PACS AND CBN STATION) .  TO
 NK0285'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 20/65 AND
 NK0285'WASHINGTON AVE IN DOWNTOWN IOWA FALLS ABOUT 0.3 MI (0.5 KM) NORTH OF A
 NK0285'DOUBLE RAILROAD OVERPASS, GO SOUTH, 5.5 KM (3.40 MI) ALONG HIGHWAY
 NK0285'20/65 TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, WEST,
 NK0285'0.05 KM (0.05 MI) TO THE STATION ON THE RIGHT, JUST NORTH OF THE
 NK0285'ENTRANCE ROAD.  STATION IS 46.9 M (153.9 FT) WEST OF THE HIGHWAY 20/65
 NK0285'CENTER, 19.4 M (63.6 FT) SOUTH-SOUTHEAST OF UTILITY POLE NUMBER 6C 2
 NK0285'A1, 12.0 M (39.4 FT) NORTH OF THE ENTRANCE ROAD CENTER, 10.2 M (33.5
 NK0285'FT) EAST-NORTHEAST OF A SHORT UTILITY POLE WITH AN ELECTRIC METER, 6.8
 NK0285'M (22.3 FT) EAST-NORTHEAST OF THE EAST END OF AN EAST-WEST FENCE AND
 NK0285'(ORANGE) PLASTIC MARKER PIPE, 0.3 M (1.0 FT) EAST-SOUTHEAST OF A METAL
 NK0285'WITNESS POST, AND THE MONUMENT IS ABOUT LEVEL WITH THE ENTRANCE ROAD
 NK0285'AND PROJECTING 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.  BY R.G.
 NK0285'HAYES  NOTE--IT IS NOT KNOWN WHEN THE STATION WAS MONUMENTED, BUT IT
 NK0285'WAS RECOVERED IN GOOD CONDITION IN 1934.
 NK0285
 NK0285                          STATION RECOVERY (2003)
 NK0285
 NK0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JW)
 NK0285'THE AIRPORT MANAGER IS NOW KEVIN KNUTSON. PHONE NUMBER 641-648-3191.
 NK0285'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0253 ***********************************************************************
 NK0253  DESIGNATION -  42 43
 NK0253  PID         -  NK0253
 NK0253  STATE/COUNTY-  IA/HARDIN
 NK0253  USGS QUAD   -  IOWA FALLS EAST (1979)
 NK0253
 NK0253                         *CURRENT SURVEY CONTROL
 NK0253  ___________________________________________________________________
 NK0253* NAD 83(1986)-  42 33 24.     (N)    093 12 31.     (W)     SCALED    
 NK0253* NAVD 88     -       353.670  (meters)    1160.33   (feet)  ADJUSTED  
 NK0253  ___________________________________________________________________
 NK0253  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 NK0253  DYNAMIC HT  -         353.543 (meters)    1159.92  (feet)  COMP
 NK0253  MODELED GRAV-     980,251.2   (mgal)                       NAVD 88
 NK0253
 NK0253  VERT ORDER  -  FIRST     CLASS II
 NK0253
 NK0253.The horizontal coordinates were scaled from a topographic map and have
 NK0253.an estimated accuracy of +/- 6 seconds.
 NK0253
 NK0253.The orthometric height was determined by differential leveling
 NK0253.and adjusted by the National Geodetic Survey in June 1991..
 NK0253
 NK0253.The geoid height was determined by GEOID03.
 NK0253
 NK0253.The dynamic height is computed by dividing the NAVD 88
 NK0253.geopotential number by the normal gravity value computed on the
 NK0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0253.degrees latitude (g = 980.6199 gals.).
 NK0253
 NK0253.The modeled gravity was interpolated from observed gravity values.
 NK0253
 NK0253;                    North         East    Units  Estimated Accuracy
 NK0253;SPC IA N     - 1,117,410.    1,523,930.      MT  (+/- 180 meters Scaled)
 NK0253
 NK0253                          SUPERSEDED SURVEY CONTROL
 NK0253
 NK0253  NGVD 29 (??/??/92)  353.648  (m)         1160.26   (f) ADJ UNCH    1 2
 NK0253
 NK0253.Superseded values are not recommended for survey control.
 NK0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0253.See file dsdata.txt to determine how the superseded data were derived.
 NK0253
 NK0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH828116(NAD 83)
 NK0253_MARKER: DD = SURVEY DISK
 NK0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0253_STAMPING: 42-43
 NK0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0253+STABILITY: SURFACE MOTION
 NK0253
 NK0253  HISTORY     - Date     Condition        Report By
 NK0253  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0253  HISTORY     - 1934     GOOD             IAGS
 NK0253  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0253
 NK0253                          STATION DESCRIPTION
 NK0253
 NK0253'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0253'5.2 MI NE FROM IOWA FALLS.
 NK0253'5.2 MILES NORTH AND EAST ALONG U.S. HIGHWAY 65 FROM THE
 NK0253'INTERSECTION OF UNION AND RIVER STREETS AT IOWA FALLS, HARDIN
 NK0253'COUNTY, 1,433 FEET WEST OF THE NORTHEAST CORNER OF SEC. 4,
 NK0253'T. 89 N., R. 20 W., 41.8 FEET NORTHEAST OF THE CENTER OF THE
 NK0253'WEST END OF A CONCRETE CULVERT UNDER A DRIVE, 28.2 FEET NORTHWEST
 NK0253'OF THE CENTER OF THE EAST END OF THE CULVERT, 32.2 FEET SOUTH
 NK0253'OF THE CENTERLINE OF THE HIGHWAY, AND 27.0 FEET NORTH OF THE
 NK0253'SOUTH FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 42-43 AND
 NK0253'SET IN THE TOP OF A CONCRETE POST.
 NK0253
 NK0253                          STATION RECOVERY (1974)
 NK0253
 NK0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0254 ***********************************************************************
 NK0254  DESIGNATION -  42 44
 NK0254  PID         -  NK0254
 NK0254  STATE/COUNTY-  IA/HARDIN
 NK0254  USGS QUAD   -  IOWA FALLS EAST (1979)
 NK0254
 NK0254                         *CURRENT SURVEY CONTROL
 NK0254  ___________________________________________________________________
 NK0254* NAD 83(1986)-  42 33 25.     (N)    093 13 57.     (W)     SCALED    
 NK0254* NAVD 88     -       360.824  (meters)    1183.80   (feet)  ADJUSTED  
 NK0254  ___________________________________________________________________
 NK0254  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 NK0254  DYNAMIC HT  -         360.700 (meters)    1183.40  (feet)  COMP
 NK0254  MODELED GRAV-     980,267.0   (mgal)                       NAVD 88
 NK0254
 NK0254  VERT ORDER  -  FIRST     CLASS II
 NK0254
 NK0254.The horizontal coordinates were scaled from a topographic map and have
 NK0254.an estimated accuracy of +/- 6 seconds.
 NK0254
 NK0254.The orthometric height was determined by differential leveling
 NK0254.and adjusted by the National Geodetic Survey in June 1991..
 NK0254
 NK0254.The geoid height was determined by GEOID03.
 NK0254
 NK0254.The dynamic height is computed by dividing the NAVD 88
 NK0254.geopotential number by the normal gravity value computed on the
 NK0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0254.degrees latitude (g = 980.6199 gals.).
 NK0254
 NK0254.The modeled gravity was interpolated from observed gravity values.
 NK0254
 NK0254;                    North         East    Units  Estimated Accuracy
 NK0254;SPC IA N     - 1,117,440.    1,521,970.      MT  (+/- 180 meters Scaled)
 NK0254
 NK0254                          SUPERSEDED SURVEY CONTROL
 NK0254
 NK0254  NGVD 29 (??/??/92)  360.807  (m)         1183.75   (f) ADJ UNCH    1 2
 NK0254
 NK0254.Superseded values are not recommended for survey control.
 NK0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0254.See file dsdata.txt to determine how the superseded data were derived.
 NK0254
 NK0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH809116(NAD 83)
 NK0254_MARKER: DD = SURVEY DISK
 NK0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0254_STAMPING: 42-44
 NK0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0254+STABILITY: SURFACE MOTION
 NK0254
 NK0254  HISTORY     - Date     Condition        Report By
 NK0254  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0254  HISTORY     - 1934     GOOD             IAGS
 NK0254
 NK0254                          STATION DESCRIPTION
 NK0254
 NK0254'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0254'4 MI NE FROM IOWA FALLS.
 NK0254'4.0 MILES NORTH AND EAST ALONG U.S. HIGHWAY 65 FROM THE
 NK0254'INTERSECTION OF UNION AND RIVER STREETS AT IOWA FALLS, HARDIN
 NK0254'COUNTY, 177 FEET EAST OF THE NORTH QUARTER CORNER OF SEC. 5,
 NK0254'T. 89 N., R. 20 W., 134 FEET EAST OF THE LINE OF A FENCE LEADING
 NK0254'SOUTH, 55.8 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 NK0254'2 FEET NORTH OF THE SOUTH FENCE.  A STATE SURVEY STANDARD DISK,
 NK0254'STAMPED 42-44 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0255 ***********************************************************************
 NK0255  DESIGNATION -  42 45
 NK0255  PID         -  NK0255
 NK0255  STATE/COUNTY-  IA/HARDIN
 NK0255  USGS QUAD   -  IOWA FALLS WEST (1979)
 NK0255
 NK0255                         *CURRENT SURVEY CONTROL
 NK0255  ___________________________________________________________________
 NK0255* NAD 83(1986)-  42 33 23.     (N)    093 15 30.     (W)     SCALED    
 NK0255* NAVD 88     -       355.335  (meters)    1165.79   (feet)  ADJUSTED  
 NK0255  ___________________________________________________________________
 NK0255  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 NK0255  DYNAMIC HT  -         355.217 (meters)    1165.41  (feet)  COMP
 NK0255  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 NK0255
 NK0255  VERT ORDER  -  FIRST     CLASS II
 NK0255
 NK0255.The horizontal coordinates were scaled from a topographic map and have
 NK0255.an estimated accuracy of +/- 6 seconds.
 NK0255
 NK0255.The orthometric height was determined by differential leveling
 NK0255.and adjusted by the National Geodetic Survey in June 1991..
 NK0255
 NK0255.The geoid height was determined by GEOID03.
 NK0255
 NK0255.The dynamic height is computed by dividing the NAVD 88
 NK0255.geopotential number by the normal gravity value computed on the
 NK0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0255.degrees latitude (g = 980.6199 gals.).
 NK0255
 NK0255.The modeled gravity was interpolated from observed gravity values.
 NK0255
 NK0255;                    North         East    Units  Estimated Accuracy
 NK0255;SPC IA N     - 1,117,370.    1,519,850.      MT  (+/- 180 meters Scaled)
 NK0255
 NK0255                          SUPERSEDED SURVEY CONTROL
 NK0255
 NK0255  NGVD 29 (??/??/92)  355.323  (m)         1165.76   (f) ADJ UNCH    1 2
 NK0255
 NK0255.Superseded values are not recommended for survey control.
 NK0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0255.See file dsdata.txt to determine how the superseded data were derived.
 NK0255
 NK0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH787115(NAD 83)
 NK0255_MARKER: DD = SURVEY DISK
 NK0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0255_STAMPING: 42-45
 NK0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0255+STABILITY: SURFACE MOTION
 NK0255
 NK0255  HISTORY     - Date     Condition        Report By
 NK0255  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0255  HISTORY     - 1934     GOOD             IAGS
 NK0255  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0255
 NK0255                          STATION DESCRIPTION
 NK0255
 NK0255'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0255'2.6 MI N FROM IOWA FALLS.
 NK0255'2.6 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION
 NK0255'OF UNION AND RIVER STREETS AT IOWA FALLS, HARDIN COUNTY, 1000
 NK0255'FEET EAST OF THE NORTHWEST CORNER OF SEC. 6, T. 89 N., R. 20 W.,
 NK0255'39.2 FEET FROM THE SOUTHEAST CORNER OF A CHICKEN HOUSE, 32 FEET
 NK0255'SOUTHEAST OF A LARGE BLAZE ON THE SOUTHEAST SIDE OF AN 18-INCH
 NK0255'SOFT MAPLE TREE, 130 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE,
 NK0255'AND 32.6 FEET NORTH OF THE SOUTH FENCE OF A LOT.  A STATE SURVEY
 NK0255'STANDARD DISK, STAMPED 42-45 AND SET IN THE TOP OF A CONCRETE
 NK0255'POST.
 NK0255
 NK0255                          STATION RECOVERY (1974)
 NK0255
 NK0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0286 ***********************************************************************
 NK0286  DESIGNATION -  42 61
 NK0286  PID         -  NK0286
 NK0286  STATE/COUNTY-  IA/HARDIN
 NK0286  USGS QUAD   -  OWASA (1979)
 NK0286
 NK0286                         *CURRENT SURVEY CONTROL
 NK0286  ___________________________________________________________________
 NK0286* NAD 83(1986)-  42 27 18.     (N)    093 14 21.     (W)     SCALED    
 NK0286* NAVD 88     -       339.655  (meters)    1114.35   (feet)  ADJUSTED  
 NK0286  ___________________________________________________________________
 NK0286  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 NK0286  DYNAMIC HT  -         339.531 (meters)    1113.94  (feet)  COMP
 NK0286  MODELED GRAV-     980,246.7   (mgal)                       NAVD 88
 NK0286
 NK0286  VERT ORDER  -  FIRST     CLASS II
 NK0286
 NK0286.The horizontal coordinates were scaled from a topographic map and have
 NK0286.an estimated accuracy of +/- 6 seconds.
 NK0286
 NK0286.The orthometric height was determined by differential leveling
 NK0286.and adjusted by the National Geodetic Survey in June 1991..
 NK0286
 NK0286.The geoid height was determined by GEOID03.
 NK0286
 NK0286.The dynamic height is computed by dividing the NAVD 88
 NK0286.geopotential number by the normal gravity value computed on the
 NK0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0286.degrees latitude (g = 980.6199 gals.).
 NK0286
 NK0286.The modeled gravity was interpolated from observed gravity values.
 NK0286
 NK0286;                    North         East    Units  Estimated Accuracy
 NK0286;SPC IA N     - 1,106,110.    1,521,460.      MT  (+/- 180 meters Scaled)
 NK0286
 NK0286                          SUPERSEDED SURVEY CONTROL
 NK0286
 NK0286  NGVD 29 (??/??/92)  339.633  (m)         1114.28   (f) ADJ UNCH    1 2
 NK0286
 NK0286.Superseded values are not recommended for survey control.
 NK0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0286.See file dsdata.txt to determine how the superseded data were derived.
 NK0286
 NK0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH803003(NAD 83)
 NK0286_MARKER: DD = SURVEY DISK
 NK0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0286_STAMPING: 42-61
 NK0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0286+STABILITY: SURFACE MOTION
 NK0286
 NK0286  HISTORY     - Date     Condition        Report By
 NK0286  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0286  HISTORY     - 1934     GOOD             IAGS
 NK0286  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0286
 NK0286                          STATION DESCRIPTION
 NK0286
 NK0286'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0286'1.5 MI N FROM OWASA.
 NK0286'1-1/2 MILES NORTH AND 2 MILES WEST ALONG COUNTY ROAD E FROM
 NK0286'OWASA, HARDIN COUNTY, 0.4 MILE WEST OF THE SOUTHEAST CORNER
 NK0286'OF SEC. 1, T. 88 N., R 21 W., AT THE CHICAGO AND NORTH WESTERN
 NK0286'RAILWAY CROSSING, 5.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 43.4
 NK0286'FEET SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 42.5 FEET
 NK0286'SOUTH OF THE NORTH ROAD FENCE LEADING EAST, AND 11.5 FEET NORTH
 NK0286'OF THE SOUTH ROAD FENCE LEADING-EAST.  A STATE SURVEY STANDARD
 NK0286'DISK, STAMPED 42-61 AND SET IN THE TOP OF A CONCRETE POST.
 NK0286
 NK0286                          STATION RECOVERY (1974)
 NK0286
 NK0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0287 ***********************************************************************
 NK0287  DESIGNATION -  42 62
 NK0287  PID         -  NK0287
 NK0287  STATE/COUNTY-  IA/HARDIN
 NK0287  USGS QUAD   -  OWASA (1979)
 NK0287
 NK0287                         *CURRENT SURVEY CONTROL
 NK0287  ___________________________________________________________________
 NK0287* NAD 83(1986)-  42 27 17.     (N)    093 13 56.     (W)     SCALED    
 NK0287* NAVD 88     -       335.284  (meters)    1100.01   (feet)  ADJUSTED  
 NK0287  ___________________________________________________________________
 NK0287  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 NK0287  DYNAMIC HT  -         335.161 (meters)    1099.61  (feet)  COMP
 NK0287  MODELED GRAV-     980,244.8   (mgal)                       NAVD 88
 NK0287
 NK0287  VERT ORDER  -  FIRST     CLASS II
 NK0287
 NK0287.The horizontal coordinates were scaled from a topographic map and have
 NK0287.an estimated accuracy of +/- 6 seconds.
 NK0287
 NK0287.The orthometric height was determined by differential leveling
 NK0287.and adjusted by the National Geodetic Survey in June 1991..
 NK0287
 NK0287.The geoid height was determined by GEOID03.
 NK0287
 NK0287.The dynamic height is computed by dividing the NAVD 88
 NK0287.geopotential number by the normal gravity value computed on the
 NK0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0287.degrees latitude (g = 980.6199 gals.).
 NK0287
 NK0287.The modeled gravity was interpolated from observed gravity values.
 NK0287
 NK0287;                    North         East    Units  Estimated Accuracy
 NK0287;SPC IA N     - 1,106,080.    1,522,030.      MT  (+/- 180 meters Scaled)
 NK0287
 NK0287                          SUPERSEDED SURVEY CONTROL
 NK0287
 NK0287  NGVD 29 (??/??/92)  335.262  (m)         1099.94   (f) ADJ UNCH    1 2
 NK0287
 NK0287.Superseded values are not recommended for survey control.
 NK0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0287.See file dsdata.txt to determine how the superseded data were derived.
 NK0287
 NK0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH809002(NAD 83)
 NK0287_MARKER: DD = SURVEY DISK
 NK0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0287_STAMPING: 42-62
 NK0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0287+STABILITY: SURFACE MOTION
 NK0287
 NK0287  HISTORY     - Date     Condition        Report By
 NK0287  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0287  HISTORY     - 1934     GOOD             IAGS
 NK0287  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0287
 NK0287                          STATION DESCRIPTION
 NK0287
 NK0287'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0287'1.5 MI N FROM OWASA.
 NK0287'1-1/2 MILES NORTH AND 1-1/2 MILES WEST ALONG COUNTY ROAD E FROM
 NK0287'OWASA, HARDIN COUNTY, 39.0 FEET SOUTHWEST OF THE NORTHEAST
 NK0287'CORNER OF SEC. 12, T. 88 N., R 21 W., AT A ROAD INTERSECTION,
 NK0287'2 FEET NORTH OF THE SOUTH FENCE ALONG ROAD E, AND 12 FEET WEST
 NK0287'OF THE WEST FENCE ALONG THE CROSS ROAD.  A STATE SURVEY STANDARD
 NK0287'DISK, STAMPED 42-62 AND SET IN THE TOP OF A CONCRETE POST.
 NK0287
 NK0287                          STATION RECOVERY (1974)
 NK0287
 NK0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0288 ***********************************************************************
 NK0288  DESIGNATION -  42 63
 NK0288  PID         -  NK0288
 NK0288  STATE/COUNTY-  IA/HARDIN
 NK0288  USGS QUAD   -  OWASA (1979)
 NK0288
 NK0288                         *CURRENT SURVEY CONTROL
 NK0288  ___________________________________________________________________
 NK0288* NAD 83(1986)-  42 26 17.     (N)    093 12 27.     (W)     SCALED    
 NK0288* NAVD 88     -       336.414  (meters)    1103.72   (feet)  ADJUSTED  
 NK0288  ___________________________________________________________________
 NK0288  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 NK0288  DYNAMIC HT  -         336.287 (meters)    1103.30  (feet)  COMP
 NK0288  MODELED GRAV-     980,235.0   (mgal)                       NAVD 88
 NK0288
 NK0288  VERT ORDER  -  FIRST     CLASS II
 NK0288
 NK0288.The horizontal coordinates were scaled from a topographic map and have
 NK0288.an estimated accuracy of +/- 6 seconds.
 NK0288
 NK0288.The orthometric height was determined by differential leveling
 NK0288.and adjusted by the National Geodetic Survey in June 1991..
 NK0288
 NK0288.The geoid height was determined by GEOID03.
 NK0288
 NK0288.The dynamic height is computed by dividing the NAVD 88
 NK0288.geopotential number by the normal gravity value computed on the
 NK0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0288.degrees latitude (g = 980.6199 gals.).
 NK0288
 NK0288.The modeled gravity was interpolated from observed gravity values.
 NK0288
 NK0288;                    North         East    Units  Estimated Accuracy
 NK0288;SPC IA N     - 1,104,240.    1,524,070.      MT  (+/- 180 meters Scaled)
 NK0288
 NK0288                          SUPERSEDED SURVEY CONTROL
 NK0288
 NK0288  NGVD 29 (??/??/92)  336.387  (m)         1103.63   (f) ADJ UNCH    1 2
 NK0288
 NK0288.Superseded values are not recommended for survey control.
 NK0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0288.See file dsdata.txt to determine how the superseded data were derived.
 NK0288
 NK0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG829984(NAD 83)
 NK0288_MARKER: DD = SURVEY DISK
 NK0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0288_STAMPING: 42-63
 NK0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0288+STABILITY: SURFACE MOTION
 NK0288
 NK0288  HISTORY     - Date     Condition        Report By
 NK0288  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0288  HISTORY     - 1934     GOOD             IAGS
 NK0288  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0288
 NK0288                          STATION DESCRIPTION
 NK0288
 NK0288'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0288'0.5 MI N FROM OWASA.
 NK0288'1/2 MILE NORTH ALONG COUNTY ROAD E FROM OWASA, HARDIN COUNTY,
 NK0288'924 FEET SOUTH OF THE NORTH QUARTER CORNER OF SEC. 17, T. 88 N.,
 NK0288'R 20 W., AT A GATE IN THE WEST FENCE, 2.6 FEET NORTHEAST OF A
 NK0288'GALVANIZED NAIL IN THE SOUTH GATEPOST, 14.7 FEET SOUTHEAST OF A
 NK0288'GALVANIZED NAIL IN THE NORTH GATEPOST, AND 2.5 FEET EAST OF THE
 NK0288'FENCE LINE.  A STATE SURVEY STANDARD DISK, STAMPED 42-63 AND SET
 NK0288'IN THE TOP OF A CONCRETE POST.
 NK0288
 NK0288                          STATION RECOVERY (1974)
 NK0288
 NK0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0289 ***********************************************************************
 NK0289  DESIGNATION -  42 64
 NK0289  PID         -  NK0289
 NK0289  STATE/COUNTY-  IA/HARDIN
 NK0289  USGS QUAD   -  OWASA (1979)
 NK0289
 NK0289                         *CURRENT SURVEY CONTROL
 NK0289  ___________________________________________________________________
 NK0289* NAD 83(1986)-  42 25 46.     (N)    093 12 26.     (W)     SCALED    
 NK0289* NAVD 88     -       345.896  (meters)    1134.83   (feet)  ADJUSTED  
 NK0289  ___________________________________________________________________
 NK0289  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 NK0289  DYNAMIC HT  -         345.765 (meters)    1134.40  (feet)  COMP
 NK0289  MODELED GRAV-     980,234.0   (mgal)                       NAVD 88
 NK0289
 NK0289  VERT ORDER  -  FIRST     CLASS II
 NK0289
 NK0289.The horizontal coordinates were scaled from a topographic map and have
 NK0289.an estimated accuracy of +/- 6 seconds.
 NK0289
 NK0289.The orthometric height was determined by differential leveling
 NK0289.and adjusted by the National Geodetic Survey in June 1991..
 NK0289
 NK0289.The geoid height was determined by GEOID03.
 NK0289
 NK0289.The dynamic height is computed by dividing the NAVD 88
 NK0289.geopotential number by the normal gravity value computed on the
 NK0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0289.degrees latitude (g = 980.6199 gals.).
 NK0289
 NK0289.The modeled gravity was interpolated from observed gravity values.
 NK0289
 NK0289;                    North         East    Units  Estimated Accuracy
 NK0289;SPC IA N     - 1,103,280.    1,524,090.      MT  (+/- 180 meters Scaled)
 NK0289
 NK0289                          SUPERSEDED SURVEY CONTROL
 NK0289
 NK0289  NGVD 29 (??/??/92)  345.868  (m)         1134.74   (f) ADJ UNCH    1 2
 NK0289
 NK0289.Superseded values are not recommended for survey control.
 NK0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0289.See file dsdata.txt to determine how the superseded data were derived.
 NK0289
 NK0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG829974(NAD 83)
 NK0289_MARKER: DD = SURVEY DISK
 NK0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0289_STAMPING: 42-64
 NK0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0289+STABILITY: SURFACE MOTION
 NK0289
 NK0289  HISTORY     - Date     Condition        Report By
 NK0289  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0289  HISTORY     - 1934     GOOD             IAGS
 NK0289  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0289
 NK0289                          STATION DESCRIPTION
 NK0289
 NK0289'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0289'AT OWASA.
 NK0289'AT OWASA, HARDIN COUNTY, 1/4 MILE SOUTH OF THE CENTERLINE OF
 NK0289'SEC. 17, T. 88 N., R 20 W., 58.9 FEET NORTHWEST OF
 NK0289'THE CORNER POST OF A FENCE LEADING WEST, 20.6 FEET SOUTHWEST OF
 NK0289'THE CORNER POST OF A FENCE LEADING EAST, 47.9 FEET EAST OF A
 NK0289'NAIL IN A POWERLINE POLE ON THE WEST SIDE OF THE ROAD, AND 9 FEET
 NK0289'WEST OF THE EAST ROAD FENCE.  A STATE SURVEY STANDARD DISK,
 NK0289'STAMPED 42-64 AND SET IN THE TOP OF A CONCRETE POST.
 NK0289
 NK0289                          STATION RECOVERY (1974)
 NK0289
 NK0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0290 ***********************************************************************
 NK0290  DESIGNATION -  42 65
 NK0290  PID         -  NK0290
 NK0290  STATE/COUNTY-  IA/HARDIN
 NK0290  USGS QUAD   -  OWASA (1979)
 NK0290
 NK0290                         *CURRENT SURVEY CONTROL
 NK0290  ___________________________________________________________________
 NK0290* NAD 83(1986)-  42 24 52.     (N)    093 12 24.     (W)     SCALED    
 NK0290* NAVD 88     -       346.173  (meters)    1135.74   (feet)  ADJUSTED  
 NK0290  ___________________________________________________________________
 NK0290  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 NK0290  DYNAMIC HT  -         346.041 (meters)    1135.30  (feet)  COMP
 NK0290  MODELED GRAV-     980,232.7   (mgal)                       NAVD 88
 NK0290
 NK0290  VERT ORDER  -  FIRST     CLASS II
 NK0290
 NK0290.The horizontal coordinates were scaled from a topographic map and have
 NK0290.an estimated accuracy of +/- 6 seconds.
 NK0290
 NK0290.The orthometric height was determined by differential leveling
 NK0290.and adjusted by the National Geodetic Survey in June 1991..
 NK0290
 NK0290.The geoid height was determined by GEOID03.
 NK0290
 NK0290.The dynamic height is computed by dividing the NAVD 88
 NK0290.geopotential number by the normal gravity value computed on the
 NK0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0290.degrees latitude (g = 980.6199 gals.).
 NK0290
 NK0290.The modeled gravity was interpolated from observed gravity values.
 NK0290
 NK0290;                    North         East    Units  Estimated Accuracy
 NK0290;SPC IA N     - 1,101,620.    1,524,140.      MT  (+/- 180 meters Scaled)
 NK0290
 NK0290                          SUPERSEDED SURVEY CONTROL
 NK0290
 NK0290  NGVD 29 (??/??/92)  346.144  (m)         1135.64   (f) ADJ UNCH    1 2
 NK0290
 NK0290.Superseded values are not recommended for survey control.
 NK0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0290.See file dsdata.txt to determine how the superseded data were derived.
 NK0290
 NK0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG829958(NAD 83)
 NK0290_MARKER: DD = SURVEY DISK
 NK0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0290_STAMPING: 42-65
 NK0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0290+STABILITY: SURFACE MOTION
 NK0290
 NK0290  HISTORY     - Date     Condition        Report By
 NK0290  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0290  HISTORY     - 1934     GOOD             IAGS
 NK0290  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0290
 NK0290                          STATION DESCRIPTION
 NK0290
 NK0290'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0290'1.2 MI S FROM OWASA.
 NK0290'1-1/4 MILES SOUTH ALONG COUNTY ROAD E FROM OWASA, HARDIN COUNTY,
 NK0290'1/4 MILE NORTH OF THE SOUTH QUARTER CORNER OF SEC. 20, T. 88 N.,
 NK0290'R 20 W., AT THE W. SMITH FARM, 36 FEET NORTH OF THE LINE OF THE
 NK0290'NORTH SIDE OF THE FARMHOUSE, 96.7 FEET NORTH OF A NAIL IN THE
 NK0290'CORNER POST OF A FENCE LEADING EAST SOUTH OF THE SMITH HOUSE,
 NK0290'92.9 FEET SOUTH OF A NAIL IN THE CORNER POST OF ANOTHER FENCE
 NK0290'LEADING EAST, 51.0 FEET EAST OF A NAIL IN THE FIRST FENCE POST
 NK0290'SOUTH OF THE CENTERLINE OF A DRIVEWAY ON THE WEST SIDE OF THE
 NK0290'ROAD, AND 7 FEET WEST OF THE EAST ROAD FENCE.  A STATE SURVEY
 NK0290'STANDARD DISK, STAMPED 42-65 AND SET IN THE TOP OF A CONCRETE
 NK0290'POST.
 NK0290
 NK0290                          STATION RECOVERY (1974)
 NK0290
 NK0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0291 ***********************************************************************
 NK0291  DESIGNATION -  42 66
 NK0291  PID         -  NK0291
 NK0291  STATE/COUNTY-  IA/HARDIN
 NK0291  USGS QUAD   -  OWASA (1979)
 NK0291
 NK0291                         *CURRENT SURVEY CONTROL
 NK0291  ___________________________________________________________________
 NK0291* NAD 83(1986)-  42 24 06.     (N)    093 12 23.     (W)     SCALED    
 NK0291* NAVD 88     -       346.805  (meters)    1137.81   (feet)  ADJUSTED  
 NK0291  ___________________________________________________________________
 NK0291  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 NK0291  DYNAMIC HT  -         346.673 (meters)    1137.38  (feet)  COMP
 NK0291  MODELED GRAV-     980,232.0   (mgal)                       NAVD 88
 NK0291
 NK0291  VERT ORDER  -  FIRST     CLASS II
 NK0291
 NK0291.The horizontal coordinates were scaled from a topographic map and have
 NK0291.an estimated accuracy of +/- 6 seconds.
 NK0291
 NK0291.The orthometric height was determined by differential leveling
 NK0291.and adjusted by the National Geodetic Survey in June 1991..
 NK0291
 NK0291.The geoid height was determined by GEOID03.
 NK0291
 NK0291.The dynamic height is computed by dividing the NAVD 88
 NK0291.geopotential number by the normal gravity value computed on the
 NK0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0291.degrees latitude (g = 980.6199 gals.).
 NK0291
 NK0291.The modeled gravity was interpolated from observed gravity values.
 NK0291
 NK0291;                    North         East    Units  Estimated Accuracy
 NK0291;SPC IA N     - 1,100,200.    1,524,170.      MT  (+/- 180 meters Scaled)
 NK0291
 NK0291                          SUPERSEDED SURVEY CONTROL
 NK0291
 NK0291  NGVD 29 (??/??/92)  346.776  (m)         1137.71   (f) ADJ UNCH    1 2
 NK0291
 NK0291.Superseded values are not recommended for survey control.
 NK0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0291.See file dsdata.txt to determine how the superseded data were derived.
 NK0291
 NK0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG830943(NAD 83)
 NK0291_MARKER: DD = SURVEY DISK
 NK0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0291_STAMPING: 42-66
 NK0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0291+STABILITY: SURFACE MOTION
 NK0291
 NK0291  HISTORY     - Date     Condition        Report By
 NK0291  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0291  HISTORY     - 1934     GOOD             IAGS
 NK0291  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0291
 NK0291                          STATION DESCRIPTION
 NK0291
 NK0291'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0291'2.2 MI S FROM OWASA.
 NK0291'2-1/4 MILES SOUTH ALONG COUNTY ROAD E FROM OWASA, HARDIN COUNTY,
 NK0291'1/4 MILE NORTH OF THE SOUTH QUARTER CORNER OF SEC. 29, T. 88 N.,
 NK0291'R 20 W., 10.4 FEET NORTHWEST OF THE NORTH POST OF A GATE IN THE
 NK0291'EAST ROAD FENCE, 10 FEET WEST OF THE FENCE, AND 3.5 FEET NORTH
 NK0291'OF THE NORTH FENCE OF A LANE LEADING EAST.  A STATE SURVEY
 NK0291'STANDARD DISK, STAMPED 42-66 AND SET IN THE TOP OF A CONCRETE
 NK0291'POST.
 NK0291
 NK0291                          STATION RECOVERY (1974)
 NK0291
 NK0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0299 ***********************************************************************
 NK0299  DESIGNATION -  42 97
 NK0299  PID         -  NK0299
 NK0299  STATE/COUNTY-  IA/HARDIN
 NK0299  USGS QUAD   -  HUBBARD (1979)
 NK0299
 NK0299                         *CURRENT SURVEY CONTROL
 NK0299  ___________________________________________________________________
 NK0299* NAD 83(1986)-  42 21 38.     (N)    093 18 37.     (W)     SCALED    
 NK0299* NAVD 88     -       346.651  (meters)    1137.30   (feet)  ADJUSTED  
 NK0299  ___________________________________________________________________
 NK0299  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 NK0299  DYNAMIC HT  -         346.531 (meters)    1136.91  (feet)  COMP
 NK0299  MODELED GRAV-     980,263.9   (mgal)                       NAVD 88
 NK0299
 NK0299  VERT ORDER  -  FIRST     CLASS II
 NK0299
 NK0299.The horizontal coordinates were scaled from a topographic map and have
 NK0299.an estimated accuracy of +/- 6 seconds.
 NK0299
 NK0299.The orthometric height was determined by differential leveling
 NK0299.and adjusted by the National Geodetic Survey in June 1991..
 NK0299
 NK0299.The geoid height was determined by GEOID03.
 NK0299
 NK0299.The dynamic height is computed by dividing the NAVD 88
 NK0299.geopotential number by the normal gravity value computed on the
 NK0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0299.degrees latitude (g = 980.6199 gals.).
 NK0299
 NK0299.The modeled gravity was interpolated from observed gravity values.
 NK0299
 NK0299;                    North         East    Units  Estimated Accuracy
 NK0299;SPC IA N     - 1,095,610.    1,515,630.      MT  (+/- 180 meters Scaled)
 NK0299
 NK0299                          SUPERSEDED SURVEY CONTROL
 NK0299
 NK0299  NGVD 29 (??/??/92)  346.631  (m)         1137.24   (f) ADJ UNCH    1 2
 NK0299
 NK0299.Superseded values are not recommended for survey control.
 NK0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0299.See file dsdata.txt to determine how the superseded data were derived.
 NK0299
 NK0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG744898(NAD 83)
 NK0299_MARKER: DD = SURVEY DISK
 NK0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0299_STAMPING: 42-97
 NK0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0299+STABILITY: SURFACE MOTION
 NK0299
 NK0299  HISTORY     - Date     Condition        Report By
 NK0299  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0299  HISTORY     - 1934     GOOD             IAGS
 NK0299  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0299
 NK0299                          STATION DESCRIPTION
 NK0299
 NK0299'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0299'3.8 MI N FROM HUBBARD.
 NK0299'3-3/4 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION
 NK0299'OF STATE HIGHWAY 175 AT HUBBARD, HARDIN COUNTY, 22 FEET WEST OF
 NK0299'THE CORNERSTONE AT THE EAST QUARTER CORNER OF SEC. 8, T. 87 N.,
 NK0299'R. 21 W., AT A RIGHT-ANGLE TURN IN THE HIGHWAY AND THE JUNCTION
 NK0299'OF COUNTY ROAD O, ON THE WEST SIDE OF THE RIGHT-OF-WAY, 49.7
 NK0299'FEET NORTHWEST OF A CONCRETE TIE-IN MONUMENT ON THE EAST SIDE OF
 NK0299'THE ROAD, 16.2 FEET NORTH OF THE SOUTH CONCRETE TIE-IN MONUMENT
 NK0299'ON THE WEST SIDE OF THE ROAD, 15.1 FEET SOUTH OF THE NORTH
 NK0299'CONCRETE TIE-IN MONUMENT ON THE WEST SIDE OF THE ROAD, AND 2.9
 NK0299'FEET EAST OF A RAILROAD RAIL AT THE QUARTER-CORNER FENCE LINE.
 NK0299'A STATE SURVEY STANDARD DISK, STAMPED 42-97 AND SET IN THE TOP
 NK0299'OF A CONCRETE POST.
 NK0299
 NK0299                          STATION RECOVERY (1974)
 NK0299
 NK0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0298 ***********************************************************************
 NK0298  DESIGNATION -  42 98
 NK0298  PID         -  NK0298
 NK0298  STATE/COUNTY-  IA/HARDIN
 NK0298  USGS QUAD   -  HUBBARD (1979)
 NK0298
 NK0298                         *CURRENT SURVEY CONTROL
 NK0298  ___________________________________________________________________
 NK0298* NAD 83(1986)-  42 21 38.     (N)    093 18 16.     (W)     SCALED    
 NK0298* NAVD 88     -       346.772  (meters)    1137.70   (feet)  ADJUSTED  
 NK0298  ___________________________________________________________________
 NK0298  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 NK0298  DYNAMIC HT  -         346.651 (meters)    1137.30  (feet)  COMP
 NK0298  MODELED GRAV-     980,261.6   (mgal)                       NAVD 88
 NK0298
 NK0298  VERT ORDER  -  FIRST     CLASS II
 NK0298
 NK0298.The horizontal coordinates were scaled from a topographic map and have
 NK0298.an estimated accuracy of +/- 6 seconds.
 NK0298
 NK0298.The orthometric height was determined by differential leveling
 NK0298.and adjusted by the National Geodetic Survey in June 1991..
 NK0298
 NK0298.The geoid height was determined by GEOID03.
 NK0298
 NK0298.The dynamic height is computed by dividing the NAVD 88
 NK0298.geopotential number by the normal gravity value computed on the
 NK0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0298.degrees latitude (g = 980.6199 gals.).
 NK0298
 NK0298.The modeled gravity was interpolated from observed gravity values.
 NK0298
 NK0298;                    North         East    Units  Estimated Accuracy
 NK0298;SPC IA N     - 1,095,610.    1,516,110.      MT  (+/- 180 meters Scaled)
 NK0298
 NK0298                          SUPERSEDED SURVEY CONTROL
 NK0298
 NK0298  NGVD 29 (??/??/92)  346.751  (m)         1137.63   (f) ADJ UNCH    1 2
 NK0298
 NK0298.Superseded values are not recommended for survey control.
 NK0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0298.See file dsdata.txt to determine how the superseded data were derived.
 NK0298
 NK0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG749898(NAD 83)
 NK0298_MARKER: DD = SURVEY DISK
 NK0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0298_STAMPING: 42-98
 NK0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0298+STABILITY: SURFACE MOTION
 NK0298
 NK0298  HISTORY     - Date     Condition        Report By
 NK0298  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0298  HISTORY     - 1934     GOOD             IAGS
 NK0298  HISTORY     - 1974     POOR             USGS
 NK0298
 NK0298                          STATION DESCRIPTION
 NK0298
 NK0298'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0298'4 MI N FROM HUBBARD.
 NK0298'4 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF
 NK0298'STATE HIGHWAY 175 AT HUBBARD, HARDIN COUNTY, 1,580 FEET EAST OF
 NK0298'THE WEST QUARTER OF CORNER SEC. 9, T 87 N., R 21 W., 56.8 FEET
 NK0298'SOUTH OF THE CENTERLINE OF THE HIGHWAY AT STATION 567, AND 14.3
 NK0298'FEET FROM A RAILROAD RAIL IN THE SOUTH FENCE.  A STATE SURVEY
 NK0298'STANDARD DISK, STAMPED 42-98 AND SET IN THE TOP OF A CONCRETE
 NK0298'POST.
 NK0298
 NK0298                          STATION RECOVERY (1974)
 NK0298
 NK0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0298'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0297 ***********************************************************************
 NK0297  DESIGNATION -  42 99
 NK0297  PID         -  NK0297
 NK0297  STATE/COUNTY-  IA/HARDIN
 NK0297  USGS QUAD   -  HUBBARD (1979)
 NK0297
 NK0297                         *CURRENT SURVEY CONTROL
 NK0297  ___________________________________________________________________
 NK0297* NAD 83(1986)-  42 21 38.     (N)    093 15 39.     (W)     SCALED    
 NK0297* NAVD 88     -       342.992  (meters)    1125.30   (feet)  ADJUSTED  
 NK0297  ___________________________________________________________________
 NK0297  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 NK0297  DYNAMIC HT  -         342.866 (meters)    1124.89  (feet)  COMP
 NK0297  MODELED GRAV-     980,245.3   (mgal)                       NAVD 88
 NK0297
 NK0297  VERT ORDER  -  FIRST     CLASS II
 NK0297
 NK0297.The horizontal coordinates were scaled from a topographic map and have
 NK0297.an estimated accuracy of +/- 6 seconds.
 NK0297
 NK0297.The orthometric height was determined by differential leveling
 NK0297.and adjusted by the National Geodetic Survey in June 1991..
 NK0297
 NK0297.The geoid height was determined by GEOID03.
 NK0297
 NK0297.The dynamic height is computed by dividing the NAVD 88
 NK0297.geopotential number by the normal gravity value computed on the
 NK0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0297.degrees latitude (g = 980.6199 gals.).
 NK0297
 NK0297.The modeled gravity was interpolated from observed gravity values.
 NK0297
 NK0297;                    North         East    Units  Estimated Accuracy
 NK0297;SPC IA N     - 1,095,620.    1,519,700.      MT  (+/- 180 meters Scaled)
 NK0297
 NK0297                          SUPERSEDED SURVEY CONTROL
 NK0297
 NK0297  NGVD 29 (??/??/92)  342.966  (m)         1125.21   (f) ADJ UNCH    1 2
 NK0297
 NK0297.Superseded values are not recommended for survey control.
 NK0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0297.See file dsdata.txt to determine how the superseded data were derived.
 NK0297
 NK0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG785898(NAD 83)
 NK0297_MARKER: DD = SURVEY DISK
 NK0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0297_STAMPING: 42-99
 NK0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0297+STABILITY: SURFACE MOTION
 NK0297
 NK0297  HISTORY     - Date     Condition        Report By
 NK0297  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0297  HISTORY     - 1934     GOOD             IAGS
 NK0297
 NK0297                          STATION DESCRIPTION
 NK0297
 NK0297'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0297'6.2 MI NE FROM HUBBARD.
 NK0297'6-1/4 MILES NORTHEAST ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION
 NK0297'OF STATE HIGHWAY 175 AT HUBBARD, HARDIN COUNTY, IN SEC. 11,
 NK0297'T. 87 N., R 21 W., AT THE JUNCTION OF STATE HIGHWAY 57, 35.8 FEET
 NK0297'SOUTH-SOUTHEAST OF A PLUG IN THE PAVEMENT OF STATE HIGHWAY 57
 NK0297'AT THE CENTER OF THE SECTION (PLUG IS 1.2 FEET NORTH OF THE
 NK0297'SOUTH EDGE OF THE PAVEMENT AND IN LINE WITH THE CENTERLINE OF
 NK0297'U.S. HIGHWAY 65 LEADING NORTH), 78.8 FEET WEST OF A NAIL IN AN
 NK0297'18-INCH ELM TREE, 41.8 FEET NORTHWEST OF THE EAST CONCRETE
 NK0297'TIE-IN MONUMENT ON THE SOUTH SIDE OF THE HIGHWAY, 40.3 FEET
 NK0297'EAST OF THE WEST CONCRETE TIE-IN MONUMENT ON THE SOUTH SIDE OF
 NK0297'THE HIGHWAY, AND 20.7 FEET SOUTH OF A RAILROAD RAIL AT A FENCE
 NK0297'CORNER TO THE SOUTH.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0297'42-99 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0785 ***********************************************************************
 NK0785  DESIGNATION -  42 99 RESET
 NK0785  PID         -  NK0785
 NK0785  STATE/COUNTY-  IA/HARDIN
 NK0785  USGS QUAD   -  HUBBARD (1979)
 NK0785
 NK0785                         *CURRENT SURVEY CONTROL
 NK0785  ___________________________________________________________________
 NK0785* NAD 83(1986)-  42 21 38.     (N)    093 15 39.     (W)     SCALED    
 NK0785* NAVD 88     -       342.62   (meters)    1124.1    (feet)  RESET     
 NK0785  ___________________________________________________________________
 NK0785  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 NK0785
 NK0785  VERT ORDER  -  THIRD
 NK0785
 NK0785.The horizontal coordinates were scaled from a topographic map and have
 NK0785.an estimated accuracy of +/- 6 seconds.
 NK0785
 NK0785.The orthometric height was computed from unverified reset data.
 NK0785
 NK0785.The geoid height was determined by GEOID03.
 NK0785
 NK0785;                    North         East    Units  Estimated Accuracy
 NK0785;SPC IA N     - 1,095,620.    1,519,700.      MT  (+/- 180 meters Scaled)
 NK0785
 NK0785                          SUPERSEDED SURVEY CONTROL
 NK0785
 NK0785  NGVD 29 (05/12/04)  342.59   (m)         1124.0    (f) RESET       3  
 NK0785
 NK0785.Superseded values are not recommended for survey control.
 NK0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0785.See file dsdata.txt to determine how the superseded data were derived.
 NK0785
 NK0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG785898(NAD 83)
 NK0785_MARKER: DB = BENCH MARK DISK
 NK0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0785_SP_SET: CONCRETE POST
 NK0785_STAMPING: 42 99 IOWAGS RESET 1979
 NK0785_MARK LOGO: NGS   
 NK0785_PROJECTION: PROJECTING 4 CENTIMETERS
 NK0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0785+STABILITY: SURFACE MOTION
 NK0785
 NK0785  HISTORY     - Date     Condition        Report By
 NK0785  HISTORY     - 1979     MONUMENTED       NGS
 NK0785
 NK0785                          STATION DESCRIPTION
 NK0785
 NK0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 NK0785'10.1 KM (6.30 MI) NE FROM HUBBARD.
 NK0785'10.1 KM (6.30 MI) NORTH AND EAST ALONG U.S. HIGHWAY 65 AND STATE
 NK0785'HIGHWAY 175 FROM THEIR JUNCTION IN HUBBARD TO WHERE HIGHWAY 65 TURNS
 NK0785'NORTH AND HIGHWAY 175 CONTINUES EAST AND THE MARK ON THE LEFT, 22.0 M
 NK0785'(72.2 FT) EAST OF THE CENTERLINE OF HIGHWAY 65, 24.2 M (79.4 FT)
 NK0785'NORTH OF HIGHWAY 175, 0.5 M (1.6 FT) WEST OF A TELEPHONE LINE POLE.
 NK0785'THE MARK IS 1.5 METERS  E FROM  A WITNESS POST
 NK0785'THE MARK IS 2 M BELOW THE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0213 ***********************************************************************
 NM0213  DESIGNATION -  421
 NM0213  PID         -  NM0213
 NM0213  STATE/COUNTY-  IA/WOODBURY
 NM0213  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0213
 NM0213                         *CURRENT SURVEY CONTROL
 NM0213  ___________________________________________________________________
 NM0213* NAD 83(1986)-  42 29 19.     (N)    096 23 24.     (W)     SCALED    
 NM0213* NAVD 88     -       336.102  (meters)    1102.69   (feet)  ADJUSTED  
 NM0213  ___________________________________________________________________
 NM0213  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 NM0213  DYNAMIC HT  -         335.995 (meters)    1102.34  (feet)  COMP
 NM0213  MODELED GRAV-     980,295.7   (mgal)                       NAVD 88
 NM0213
 NM0213  VERT ORDER  -  FIRST     CLASS II
 NM0213
 NM0213.The horizontal coordinates were scaled from a topographic map and have
 NM0213.an estimated accuracy of +/- 6 seconds.
 NM0213
 NM0213.The orthometric height was determined by differential leveling
 NM0213.and adjusted by the National Geodetic Survey in June 1991..
 NM0213
 NM0213.The geoid height was determined by GEOID03.
 NM0213
 NM0213.The dynamic height is computed by dividing the NAVD 88
 NM0213.geopotential number by the normal gravity value computed on the
 NM0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0213.degrees latitude (g = 980.6199 gals.).
 NM0213
 NM0213.The modeled gravity was interpolated from observed gravity values.
 NM0213
 NM0213;                    North         East    Units  Estimated Accuracy
 NM0213;SPC IA N     - 1,113,870.    1,262,460.      MT  (+/- 180 meters Scaled)
 NM0213
 NM0213                          SUPERSEDED SURVEY CONTROL
 NM0213
 NM0213  NGVD 29 (??/??/92)  335.938  (m)         1102.16   (f) ADJ UNCH    1 2
 NM0213
 NM0213.Superseded values are not recommended for survey control.
 NM0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0213.See file dsdata.txt to determine how the superseded data were derived.
 NM0213
 NM0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN144073(NAD 83)
 NM0213_MARKER: DB = BENCH MARK DISK
 NM0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0213_STAMPING: 421 97
 NM0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0213+STABILITY: SURFACE MOTION
 NM0213
 NM0213  HISTORY     - Date     Condition        Report By
 NM0213  HISTORY     - UNK      MONUMENTED       CGS
 NM0213  HISTORY     - 1947     GOOD             NGS
 NM0213
 NM0213                          STATION DESCRIPTION
 NM0213
 NM0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM0213'AT SIOUX CITY.
 NM0213'AT SIOUX CITY, AT THE INTERSECTION OF THE CHICAGO AND NORTH WESTERN
 NM0213'RAILROAD AND DACE STREET, 38.0 FEET NORTHEAST OF AND ABOUT LEVEL
 NM0213'WITH THE CENTER LINE OF THE MAIN TRACK, 37.7 FEET SOUTH OF THE
 NM0213'CENTER LINE OF THE STREET, 4.5 FEET SOUTHEAST OF A SWITCH, 2.9
 NM0213'FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE WALK AND SET IN THE
 NM0213'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 NM0213'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0551 ***********************************************************************
 NM0551  DESIGNATION -  429
 NM0551  PID         -  NM0551
 NM0551  STATE/COUNTY-  IA/WOODBURY
 NM0551  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0551
 NM0551                         *CURRENT SURVEY CONTROL
 NM0551  ___________________________________________________________________
 NM0551* NAD 83(1986)-  42 29 36.     (N)    096 25 24.     (W)     SCALED    
 NM0551* NAVD 88     -       334.402  (meters)    1097.12   (feet)  ADJUSTED  
 NM0551  ___________________________________________________________________
 NM0551  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 NM0551  DYNAMIC HT  -         334.297 (meters)    1096.77  (feet)  COMP
 NM0551  MODELED GRAV-     980,296.4   (mgal)                       NAVD 88
 NM0551
 NM0551  VERT ORDER  -  FIRST     CLASS II
 NM0551
 NM0551.The horizontal coordinates were scaled from a topographic map and have
 NM0551.an estimated accuracy of +/- 6 seconds.
 NM0551
 NM0551.The orthometric height was determined by differential leveling
 NM0551.and adjusted by the National Geodetic Survey in June 1991..
 NM0551
 NM0551.The geoid height was determined by GEOID03.
 NM0551
 NM0551.The dynamic height is computed by dividing the NAVD 88
 NM0551.geopotential number by the normal gravity value computed on the
 NM0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0551.degrees latitude (g = 980.6199 gals.).
 NM0551
 NM0551.The modeled gravity was interpolated from observed gravity values.
 NM0551
 NM0551;                    North         East    Units  Estimated Accuracy
 NM0551;SPC IA N     - 1,114,490.    1,259,740.      MT  (+/- 180 meters Scaled)
 NM0551
 NM0551                          SUPERSEDED SURVEY CONTROL
 NM0551
 NM0551  NGVD 29 (??/??/92)  334.238  (m)         1096.58   (f) ADJ UNCH    1 2
 NM0551
 NM0551.Superseded values are not recommended for survey control.
 NM0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0551.See file dsdata.txt to determine how the superseded data were derived.
 NM0551
 NM0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN117077(NAD 83)
 NM0551_MARKER: DD = SURVEY DISK
 NM0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0551_STAMPING: 429
 NM0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0551+STABILITY: SURFACE MOTION
 NM0551
 NM0551  HISTORY     - Date     Condition        Report By
 NM0551  HISTORY     - UNK      MONUMENTED       DOD
 NM0551  HISTORY     - 1948     GOOD             NGS
 NM0551
 NM0551                          STATION DESCRIPTION
 NM0551
 NM0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0551'0.6 MI W FROM SIOUX CITY.
 NM0551'0.65 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NM0551'RAILROAD FROM THE NORTH END OF THE COMBINATION BRIDGE AT SIOUX CITY,
 NM0551'0.2 MILE EAST OF A FARMHOUSE, 0.15 MILE SOUTH OF THE RAILROAD,
 NM0551'ALONG THE EAST SHOULDER OF A DIRT ROAD, 240.0 FEET SOUTH OF THE
 NM0551'CENTER LINE OF A PRIVATE ROAD LEADING WEST, 18.0 FEET EAST OF
 NM0551'THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD, 3.0 FEET SOUTHWEST
 NM0551'OF AN IRON POST, 2.6 FEET NORTHEAST OF AN IRON POST, 2.3 FEET
 NM0551'SOUTHEAST OF AN IRON POST, 1.8 FEET WEST OF A REFERENCE POST,
 NM0551'ABOUT 1.0 FOOT BELOW ROAD LEVEL AND LEVEL WITH THE GROUND, SET
 NM0551'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0976 ***********************************************************************
 MJ0976  DESIGNATION -  43 53
 MJ0976  PID         -  MJ0976
 MJ0976  STATE/COUNTY-  IA/HARRISON
 MJ0976  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0976
 MJ0976                         *CURRENT SURVEY CONTROL
 MJ0976  ___________________________________________________________________
 MJ0976* NAD 83(1986)-  41 32 59.     (N)    095 54 40.     (W)     SCALED    
 MJ0976* NAVD 88     -       305.446  (meters)    1002.12   (feet)  ADJUSTED  
 MJ0976  ___________________________________________________________________
 MJ0976  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 MJ0976  DYNAMIC HT  -         305.305 (meters)    1001.65  (feet)  COMP
 MJ0976  MODELED GRAV-     980,153.5   (mgal)                       NAVD 88
 MJ0976
 MJ0976  VERT ORDER  -  FIRST     CLASS II
 MJ0976
 MJ0976.The horizontal coordinates were scaled from a topographic map and have
 MJ0976.an estimated accuracy of +/- 6 seconds.
 MJ0976
 MJ0976.The orthometric height was determined by differential leveling
 MJ0976.and adjusted by the National Geodetic Survey in June 1991..
 MJ0976
 MJ0976.The geoid height was determined by GEOID03.
 MJ0976
 MJ0976.The dynamic height is computed by dividing the NAVD 88
 MJ0976.geopotential number by the normal gravity value computed on the
 MJ0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0976.degrees latitude (g = 980.6199 gals.).
 MJ0976
 MJ0976.The modeled gravity was interpolated from observed gravity values.
 MJ0976
 MJ0976;                    North         East    Units  Estimated Accuracy
 MJ0976;SPC IA S     -   174,890.      298,870.      MT  (+/- 180 meters Scaled)
 MJ0976
 MJ0976                          SUPERSEDED SURVEY CONTROL
 MJ0976
 MJ0976  NGVD 29 (??/??/92)  305.306  (m)         1001.66   (f) ADJ UNCH    1 2
 MJ0976
 MJ0976.Superseded values are not recommended for survey control.
 MJ0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0976.See file dsdata.txt to determine how the superseded data were derived.
 MJ0976
 MJ0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG572038(NAD 83)
 MJ0976_MARKER: DB = BENCH MARK DISK
 MJ0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0976_STAMPING: 43-53
 MJ0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0976+STABILITY: SURFACE MOTION
 MJ0976
 MJ0976  HISTORY     - Date     Condition        Report By
 MJ0976  HISTORY     - UNK      MONUMENTED       IOWAGS
 MJ0976  HISTORY     - 1948     GOOD             NGS
 MJ0976  HISTORY     - 1970     MARK NOT FOUND   USGS
 MJ0976  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MJ0976
 MJ0976                          STATION DESCRIPTION
 MJ0976
 MJ0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0976'1.2 MI W FROM MISSOURI VALLEY.
 MJ0976'1.2 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE CITY HALL AT
 MJ0976'MISSOURI VALLEY, ON THE OUTSIDE OF THE SOUTH OF A CURVE IN THE
 MJ0976'HIGHWAY, 98.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 MJ0976'28.0 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MJ0976'6.0 FEET NORTHEAST OF POLE 830, 4.0 FEET NORTH OF A FENCE, 1.0
 MJ0976'FOOT NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MJ0976'POST WHICH IS FLUSH WITH THE GROUND.
 MJ0976
 MJ0976                          STATION RECOVERY (1970)
 MJ0976
 MJ0976'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MJ0976'MARK NOT FOUND.
 MJ0976
 MJ0976                          STATION RECOVERY (1989)
 MJ0976
 MJ0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0977 ***********************************************************************
 MJ0977  DESIGNATION -  43 54
 MJ0977  PID         -  MJ0977
 MJ0977  STATE/COUNTY-  IA/HARRISON
 MJ0977  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0977
 MJ0977                         *CURRENT SURVEY CONTROL
 MJ0977  ___________________________________________________________________
 MJ0977* NAD 83(1986)-  41 32 59.     (N)    095 55 43.     (W)     SCALED    
 MJ0977* NAVD 88     -       307.157  (meters)    1007.73   (feet)  ADJUSTED  
 MJ0977  ___________________________________________________________________
 MJ0977  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 MJ0977  DYNAMIC HT  -         307.015 (meters)    1007.26  (feet)  COMP
 MJ0977  MODELED GRAV-     980,154.8   (mgal)                       NAVD 88
 MJ0977
 MJ0977  VERT ORDER  -  FIRST     CLASS II
 MJ0977
 MJ0977.The horizontal coordinates were scaled from a topographic map and have
 MJ0977.an estimated accuracy of +/- 6 seconds.
 MJ0977
 MJ0977.The orthometric height was determined by differential leveling
 MJ0977.and adjusted by the National Geodetic Survey in June 1991..
 MJ0977
 MJ0977.The geoid height was determined by GEOID03.
 MJ0977
 MJ0977.The dynamic height is computed by dividing the NAVD 88
 MJ0977.geopotential number by the normal gravity value computed on the
 MJ0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0977.degrees latitude (g = 980.6199 gals.).
 MJ0977
 MJ0977.The modeled gravity was interpolated from observed gravity values.
 MJ0977
 MJ0977;                    North         East    Units  Estimated Accuracy
 MJ0977;SPC IA S     -   174,930.      297,410.      MT  (+/- 180 meters Scaled)
 MJ0977
 MJ0977                          SUPERSEDED SURVEY CONTROL
 MJ0977
 MJ0977  NGVD 29 (??/??/92)  307.017  (m)         1007.27   (f) ADJ UNCH    1 2
 MJ0977
 MJ0977.Superseded values are not recommended for survey control.
 MJ0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0977.See file dsdata.txt to determine how the superseded data were derived.
 MJ0977
 MJ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG557039(NAD 83)
 MJ0977_MARKER: DB = BENCH MARK DISK
 MJ0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0977_STAMPING: 43-54
 MJ0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0977+STABILITY: SURFACE MOTION
 MJ0977
 MJ0977  HISTORY     - Date     Condition        Report By
 MJ0977  HISTORY     - UNK      MONUMENTED       IOWAGS
 MJ0977  HISTORY     - 1948     GOOD             NGS
 MJ0977  HISTORY     - 1970     MARK NOT FOUND   USGS
 MJ0977  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MJ0977
 MJ0977                          STATION DESCRIPTION
 MJ0977
 MJ0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0977'2.1 MI W FROM MISSOURI VALLEY.
 MJ0977'2.1 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE CITY HALL AT
 MJ0977'MISSOURI VALLEY, AT A STEEL BRIDGE OVER ALLEN DITCH, 19.0 FEET
 MJ0977'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET SOUTH OF THE
 MJ0977'SOUTH END OF THE EAST ABUTMENT, 1.0 FOOT NORTH OF A WITNESS
 MJ0977'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MJ0977'THE GROUND.
 MJ0977
 MJ0977                          STATION RECOVERY (1970)
 MJ0977
 MJ0977'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MJ0977'MARK NOT FOUND.
 MJ0977
 MJ0977                          STATION RECOVERY (1989)
 MJ0977
 MJ0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0981 ***********************************************************************
 MJ0981  DESIGNATION -  43 55
 MJ0981  PID         -  MJ0981
 MJ0981  STATE/COUNTY-  IA/HARRISON
 MJ0981  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0981
 MJ0981                         *CURRENT SURVEY CONTROL
 MJ0981  ___________________________________________________________________
 MJ0981* NAD 83(1986)-  41 32 59.     (N)    095 56 50.     (W)     SCALED    
 MJ0981* NAVD 88     -       305.979  (meters)    1003.87   (feet)  ADJUSTED  
 MJ0981  ___________________________________________________________________
 MJ0981  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 MJ0981  DYNAMIC HT  -         305.838 (meters)    1003.40  (feet)  COMP
 MJ0981  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 MJ0981
 MJ0981  VERT ORDER  -  FIRST     CLASS II
 MJ0981
 MJ0981.The horizontal coordinates were scaled from a topographic map and have
 MJ0981.an estimated accuracy of +/- 6 seconds.
 MJ0981
 MJ0981.The orthometric height was determined by differential leveling
 MJ0981.and adjusted by the National Geodetic Survey in June 1991..
 MJ0981
 MJ0981.The geoid height was determined by GEOID03.
 MJ0981
 MJ0981.The dynamic height is computed by dividing the NAVD 88
 MJ0981.geopotential number by the normal gravity value computed on the
 MJ0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0981.degrees latitude (g = 980.6199 gals.).
 MJ0981
 MJ0981.The modeled gravity was interpolated from observed gravity values.
 MJ0981
 MJ0981;                    North         East    Units  Estimated Accuracy
 MJ0981;SPC IA S     -   174,970.      295,860.      MT  (+/- 180 meters Scaled)
 MJ0981
 MJ0981                          SUPERSEDED SURVEY CONTROL
 MJ0981
 MJ0981  NGVD 29 (??/??/92)  305.840  (m)         1003.41   (f) ADJ UNCH    1 2
 MJ0981
 MJ0981.Superseded values are not recommended for survey control.
 MJ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0981.See file dsdata.txt to determine how the superseded data were derived.
 MJ0981
 MJ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG541039(NAD 83)
 MJ0981_MARKER: DB = BENCH MARK DISK
 MJ0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0981_STAMPING: 43-55
 MJ0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0981+STABILITY: SURFACE MOTION
 MJ0981
 MJ0981  HISTORY     - Date     Condition        Report By
 MJ0981  HISTORY     - UNK      MONUMENTED       IOWAGS
 MJ0981  HISTORY     - 1948     GOOD             NGS
 MJ0981  HISTORY     - 19890803 MARK NOT FOUND   NGS
 MJ0981
 MJ0981                          STATION DESCRIPTION
 MJ0981
 MJ0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0981'2.9 MI SE FROM CALIFORNIA JUNCTION.
 MJ0981'0.5 MILE SOUTH ALONG STATE HIGHWAY 300 FROM THE CHICAGO AND
 MJ0981'NORTH WESTERN RAILROAD STATION AT CALIFORNIA JUNCTION, THENCE
 MJ0981'2.4 MILES EAST ALONG U.S. HIGHWAY 30, 3.0 MILES WEST ALONG U.S.
 MJ0981'HIGHWAY 30 FROM THE CITY HALL AT MISSOURI VALLEY, 73.0 FEET
 MJ0981'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 7.0 FEET NORTHEAST
 MJ0981'OF THE 7TH POLE EAST OF THE BRIDGE OVER WILSON DITCH, ALONG
 MJ0981'THE NORTH EDGE OF A CULTIVATED FIELD, 1.0 FOOT WEST OF A WITNESS
 MJ0981'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MJ0981'ABOVE THE GROUND.
 MJ0981
 MJ0981                          STATION RECOVERY (1989)
 MJ0981
 MJ0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0982 ***********************************************************************
 MJ0982  DESIGNATION -  43 56
 MJ0982  PID         -  MJ0982
 MJ0982  STATE/COUNTY-  IA/HARRISON
 MJ0982  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0982
 MJ0982                         *CURRENT SURVEY CONTROL
 MJ0982  ___________________________________________________________________
 MJ0982* NAD 83(1986)-  41 32 59.     (N)    095 57 18.     (W)     SCALED    
 MJ0982* NAVD 88     -       305.765  (meters)    1003.16   (feet)  ADJUSTED  
 MJ0982  ___________________________________________________________________
 MJ0982  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 MJ0982  DYNAMIC HT  -         305.625 (meters)    1002.70  (feet)  COMP
 MJ0982  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 MJ0982
 MJ0982  VERT ORDER  -  FIRST     CLASS II
 MJ0982
 MJ0982.The horizontal coordinates were scaled from a topographic map and have
 MJ0982.an estimated accuracy of +/- 6 seconds.
 MJ0982
 MJ0982.The orthometric height was determined by differential leveling
 MJ0982.and adjusted by the National Geodetic Survey in June 1991..
 MJ0982
 MJ0982.The geoid height was determined by GEOID03.
 MJ0982
 MJ0982.The dynamic height is computed by dividing the NAVD 88
 MJ0982.geopotential number by the normal gravity value computed on the
 MJ0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0982.degrees latitude (g = 980.6199 gals.).
 MJ0982
 MJ0982.The modeled gravity was interpolated from observed gravity values.
 MJ0982
 MJ0982;                    North         East    Units  Estimated Accuracy
 MJ0982;SPC IA S     -   174,990.      295,210.      MT  (+/- 180 meters Scaled)
 MJ0982
 MJ0982                          SUPERSEDED SURVEY CONTROL
 MJ0982
 MJ0982  NGVD 29 (??/??/92)  305.626  (m)         1002.71   (f) ADJ UNCH    1 2
 MJ0982
 MJ0982.Superseded values are not recommended for survey control.
 MJ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0982.See file dsdata.txt to determine how the superseded data were derived.
 MJ0982
 MJ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG535040(NAD 83)
 MJ0982_MARKER: DB = BENCH MARK DISK
 MJ0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0982_STAMPING: 43-56
 MJ0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0982+STABILITY: SURFACE MOTION
 MJ0982
 MJ0982  HISTORY     - Date     Condition        Report By
 MJ0982  HISTORY     - UNK      MONUMENTED       IOWAGS
 MJ0982  HISTORY     - 1948     GOOD             NGS
 MJ0982  HISTORY     - 1970     MARK NOT FOUND   USGS
 MJ0982  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MJ0982
 MJ0982                          STATION DESCRIPTION
 MJ0982
 MJ0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0982'2.5 MI SE FROM CALIFORNIA JUNCTION.
 MJ0982'0.5 MILE SOUTH ALONG STATE HIGHWAY 300 FROM THE CHICAGO AND NORTH
 MJ0982'WESTERN RAILROAD STATION AT CALIFORNIA JUNCTION, THENCE 2.0 MILES
 MJ0982'EAST ALONG U.S. HIGHWAY 30, 200.0 FEET EAST NORTHEAST OF A
 MJ0982'FARMHOUSE, 139.0 FEET EAST OF THE CENTER LINE OF A PRIVATE
 MJ0982'DRIVEWAY, 55.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MJ0982'12.0 FEET NORTH OF A CORNER FENCE POST, 1.0 FOOT WEST OF A
 MJ0982'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MJ0982'WITH THE GROUND.
 MJ0982
 MJ0982                          STATION RECOVERY (1970)
 MJ0982
 MJ0982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MJ0982'MARK NOT FOUND.
 MJ0982
 MJ0982                          STATION RECOVERY (1989)
 MJ0982
 MJ0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0983 ***********************************************************************
 MJ0983  DESIGNATION -  43 57
 MJ0983  PID         -  MJ0983
 MJ0983  STATE/COUNTY-  IA/HARRISON
 MJ0983  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0983
 MJ0983                         *CURRENT SURVEY CONTROL
 MJ0983  ___________________________________________________________________
 MJ0983* NAD 83(1986)-  41 33 01.     (N)    095 58 29.     (W)     SCALED    
 MJ0983* NAVD 88     -       305.497  (meters)    1002.28   (feet)  ADJUSTED  
 MJ0983  ___________________________________________________________________
 MJ0983  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 MJ0983  DYNAMIC HT  -         305.358 (meters)    1001.83  (feet)  COMP
 MJ0983  MODELED GRAV-     980,158.4   (mgal)                       NAVD 88
 MJ0983
 MJ0983  VERT ORDER  -  FIRST     CLASS II
 MJ0983
 MJ0983.The horizontal coordinates were scaled from a topographic map and have
 MJ0983.an estimated accuracy of +/- 6 seconds.
 MJ0983
 MJ0983.The orthometric height was determined by differential leveling
 MJ0983.and adjusted by the National Geodetic Survey in June 1991..
 MJ0983
 MJ0983.The geoid height was determined by GEOID03.
 MJ0983
 MJ0983.The dynamic height is computed by dividing the NAVD 88
 MJ0983.geopotential number by the normal gravity value computed on the
 MJ0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0983.degrees latitude (g = 980.6199 gals.).
 MJ0983
 MJ0983.The modeled gravity was interpolated from observed gravity values.
 MJ0983
 MJ0983;                    North         East    Units  Estimated Accuracy
 MJ0983;SPC IA S     -   175,100.      293,570.      MT  (+/- 180 meters Scaled)
 MJ0983
 MJ0983                          SUPERSEDED SURVEY CONTROL
 MJ0983
 MJ0983  NGVD 29 (??/??/92)  305.358  (m)         1001.83   (f) ADJ UNCH    1 2
 MJ0983
 MJ0983.Superseded values are not recommended for survey control.
 MJ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0983.See file dsdata.txt to determine how the superseded data were derived.
 MJ0983
 MJ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG519041(NAD 83)
 MJ0983_MARKER: DB = BENCH MARK DISK
 MJ0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0983_STAMPING: 43-57
 MJ0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0983+STABILITY: SURFACE MOTION
 MJ0983
 MJ0983  HISTORY     - Date     Condition        Report By
 MJ0983  HISTORY     - UNK      MONUMENTED       IOWAGS
 MJ0983  HISTORY     - 1948     GOOD             NGS
 MJ0983  HISTORY     - 1970     MARK NOT FOUND   USGS
 MJ0983  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MJ0983
 MJ0983                          STATION DESCRIPTION
 MJ0983
 MJ0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0983'1.5 MI SE FROM CALIFORNIA JUNCTION.
 MJ0983'0.5 MILE SOUTH ALONG STATE HIGHWAY 300 FROM THE CHICAGO AND
 MJ0983'NORTH WESTERN RAILROAD STATION AT CALIFORNIA JUNCTION, THENCE
 MJ0983'1.0 MILE EAST ALONG U.S. HIGHWAY 30, IN THE NORTHEAST QUARTER
 MJ0983'OF A ROAD CROSSING, 95.0 FEET NORTH OF THE CENTER LINE OF THE
 MJ0983'HIGHWAY, 32.0 FEET EAST OF THE CENTER LINE OF THE NORTH AND
 MJ0983'SOUTH ROAD, 3.0 FEET SOUTH OF A TELEPHONE POLE, 1.0 FOOT WEST OF
 MJ0983'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 MJ0983'FLUSH WITH THE GROUND.
 MJ0983
 MJ0983                          STATION RECOVERY (1970)
 MJ0983
 MJ0983'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MJ0983'MARK NOT FOUND.
 MJ0983
 MJ0983                          STATION RECOVERY (1989)
 MJ0983
 MJ0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0984 ***********************************************************************
 MJ0984  DESIGNATION -  43 58
 MJ0984  PID         -  MJ0984
 MJ0984  STATE/COUNTY-  IA/HARRISON
 MJ0984  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0984
 MJ0984                         *CURRENT SURVEY CONTROL
 MJ0984  ___________________________________________________________________
 MJ0984* NAD 83(1996)-  41 33 03.52642(N)    095 59 06.30309(W)     ADJUSTED  
 MJ0984* NAVD 88     -       306.140  (meters)    1004.39   (feet)  ADJUSTED  
 MJ0984  ___________________________________________________________________
 MJ0984  X           -    -498,453.542 (meters)                     COMP
 MJ0984  Y           -  -4,754,374.408 (meters)                     COMP
 MJ0984  Z           -   4,208,595.316 (meters)                     COMP
 MJ0984  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 MJ0984  ELLIP HEIGHT-         277.62  (meters)          (06/15/04) GPS OBS
 MJ0984  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 MJ0984  DYNAMIC HT  -         306.001 (meters)    1003.94  (feet)  COMP
 MJ0984  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 MJ0984
 MJ0984  HORZ ORDER  -  B
 MJ0984  VERT ORDER  -  FIRST     CLASS II
 MJ0984  ELLP ORDER  -  FOURTH    CLASS I
 MJ0984
 MJ0984.The horizontal coordinates were established by GPS observations
 MJ0984.and adjusted by the National Geodetic Survey in August 1997..
 MJ0984
 MJ0984.The orthometric height was determined by differential leveling
 MJ0984.and adjusted by the National Geodetic Survey in June 1991..
 MJ0984
 MJ0984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ0984
 MJ0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0984
 MJ0984.The ellipsoidal height was determined by GPS observations
 MJ0984.and is referenced to NAD 83.
 MJ0984
 MJ0984.The geoid height was determined by GEOID03.
 MJ0984
 MJ0984.The dynamic height is computed by dividing the NAVD 88
 MJ0984.geopotential number by the normal gravity value computed on the
 MJ0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0984.degrees latitude (g = 980.6199 gals.).
 MJ0984
 MJ0984.The modeled gravity was interpolated from observed gravity values.
 MJ0984
 MJ0984;                    North         East     Units Scale Factor Converg.
 MJ0984;SPC IA S     -   175,198.079   292,702.842   MT  0.99996700   -1 38 12.9
 MJ0984;UTM  15      - 4,604,227.706   251,038.366   MT  1.00036283   -1 58 51.5
 MJ0984;UTM  14      - 4,604,314.203   751,449.925   MT  1.00037816   +2 00 02.9
 MJ0984
 MJ0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0984!SPC IA S     -   0.99995646  x   0.99996700  =   0.99992346
 MJ0984!UTM  15      -   0.99995646  x   1.00036283  =   1.00031927
 MJ0984!UTM  14      -   0.99995646  x   1.00037816  =   1.00033460
 MJ0984
 MJ0984                          SUPERSEDED SURVEY CONTROL
 MJ0984
 MJ0984  ELLIP H (08/25/97)  277.65   (m)                       GP(       ) 4 1
 MJ0984  NAVD 88 (08/25/97)  306.14   (m)         1004.4    (f) LEVELING    3  
 MJ0984  NGVD 29 (??/??/92)  306.002  (m)         1003.94   (f) ADJ UNCH    1 2
 MJ0984
 MJ0984.Superseded values are not recommended for survey control.
 MJ0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0984.See file dsdata.txt to determine how the superseded data were derived.
 MJ0984
 MJ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5103804228(NAD 83)
 MJ0984_MARKER: DB = BENCH MARK DISK
 MJ0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0984_SP_SET: CONCRETE POST
 MJ0984_STAMPING: 43-58
 MJ0984_MARK LOGO: CGS+SS
 MJ0984_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0984+STABILITY: SURFACE MOTION
 MJ0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0984+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1989
 MJ0984
 MJ0984  HISTORY     - Date     Condition        Report By
 MJ0984  HISTORY     - UNK      MONUMENTED       IOWAGS
 MJ0984  HISTORY     - 1948     GOOD             NGS
 MJ0984  HISTORY     - 19890804 GOOD             NGS
 MJ0984  HISTORY     - 19960915 GOOD             IADT
 MJ0984
 MJ0984                          STATION DESCRIPTION
 MJ0984
 MJ0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0984'1 MI SE FROM CALIFORNIA JUNCTION.
 MJ0984'0.5 MILE SOUTH ALONG STATE HIGHWAY 300 FROM THE CHICAGO AND
 MJ0984'NORTH WESTERN RAILROAD STATION AT CALIFORNIA JUNCTION, THENCE
 MJ0984'0.5 MILE EAST ALONG U.S. HIGHWAY 30, IN LINE WITH A NORTH AND
 MJ0984'SOUTH SECTION LINE FENCE, 96.0 FEET NORTH OF THE CENTER LINE
 MJ0984'OF THE HIGHWAY, 13.0 FEET WEST OF THE CENTER LINE OF A FIELD
 MJ0984'ROAD, 2.3 FEET SOUTH OF A TELEPHONE POLE, 1.0 FOOT NORTH OF A
 MJ0984'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MJ0984'WITH THE GROUND.
 MJ0984
 MJ0984                          STATION RECOVERY (1989)
 MJ0984
 MJ0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0984'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.6 KM
 MJ0984'(3.50 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH
 MJ0984'INTERSTATE HIGHWAY 29 IN MISSOURI VALLEY.  DELETE--IN LINE WITH A
 MJ0984'NORTH-SOUTH SECTION LINE FENCE, AND 2.3 FEET SOUTH OF A TELEPHONE
 MJ0984'POLE.
 MJ0984
 MJ0984                          STATION RECOVERY (1996)
 MJ0984
 MJ0984'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 MJ0984'RECOVERED AS DESCRIBED BY IOWA DOT.  A PINK STATE HARN SURVEY SIGN WAS
 MJ0984'SET 0.6 M (2.0 FT) NORTH OF THE MONUMENT.  THE MONUMENT IS FLUSH WITH
 MJ0984'THE GROUND AND IS LOCATED IN SECTION 14, T 78 N, R 45 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0988 ***********************************************************************
 MJ0988  DESIGNATION -  43 59
 MJ0988  PID         -  MJ0988
 MJ0988  STATE/COUNTY-  IA/HARRISON
 MJ0988  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0988
 MJ0988                         *CURRENT SURVEY CONTROL
 MJ0988  ___________________________________________________________________
 MJ0988* NAD 83(1986)-  41 33 30.     (N)    095 59 44.     (W)     SCALED    
 MJ0988* NAVD 88     -       307.228  (meters)    1007.96   (feet)  ADJUSTED  
 MJ0988  ___________________________________________________________________
 MJ0988  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 MJ0988  DYNAMIC HT  -         307.088 (meters)    1007.50  (feet)  COMP
 MJ0988  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 MJ0988
 MJ0988  VERT ORDER  -  FIRST     CLASS II
 MJ0988
 MJ0988.The horizontal coordinates were scaled from a topographic map and have
 MJ0988.an estimated accuracy of +/- 6 seconds.
 MJ0988
 MJ0988.The orthometric height was determined by differential leveling
 MJ0988.and adjusted by the National Geodetic Survey in June 1991..
 MJ0988
 MJ0988.The geoid height was determined by GEOID03.
 MJ0988
 MJ0988.The dynamic height is computed by dividing the NAVD 88
 MJ0988.geopotential number by the normal gravity value computed on the
 MJ0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0988.degrees latitude (g = 980.6199 gals.).
 MJ0988
 MJ0988.The modeled gravity was interpolated from observed gravity values.
 MJ0988
 MJ0988;                    North         East    Units  Estimated Accuracy
 MJ0988;SPC IA S     -   176,040.      291,850.      MT  (+/- 180 meters Scaled)
 MJ0988
 MJ0988                          SUPERSEDED SURVEY CONTROL
 MJ0988
 MJ0988  NGVD 29 (??/??/92)  307.086  (m)         1007.50   (f) ADJ UNCH    1 2
 MJ0988
 MJ0988.Superseded values are not recommended for survey control.
 MJ0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0988.See file dsdata.txt to determine how the superseded data were derived.
 MJ0988
 MJ0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG501050(NAD 83)
 MJ0988_MARKER: DB = BENCH MARK DISK
 MJ0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0988_STAMPING: 43-59
 MJ0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0988+STABILITY: SURFACE MOTION
 MJ0988
 MJ0988  HISTORY     - Date     Condition        Report By
 MJ0988  HISTORY     - UNK      MONUMENTED       IOWAGS
 MJ0988  HISTORY     - 1948     GOOD             NGS
 MJ0988  HISTORY     - 1970     MARK NOT FOUND   USGS
 MJ0988  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MJ0988
 MJ0988                          STATION DESCRIPTION
 MJ0988
 MJ0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0988'AT CALIFORNIA JUNCTION.
 MJ0988'AT CALIFORNIA JUNCTION, 1 BLOCK NORTH OF THE CHICAGO AND NORTH
 MJ0988'WESTERN RAILROAD STATION, 1 BLOCK WEST OF STATE HIGHWAY 300, AT
 MJ0988'THE SCHOOL BUILDING, 78.5 FEET EAST OF THE SOUTHEAST CORNER OF
 MJ0988'THE BUILDING, 37.0 FEET WEST OF THE CENTER LINE OF THE NORTH
 MJ0988'AND SOUTH STREET, 2.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MJ0988'OF A WOODEN COAL SHED, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0988'PROJECTS 1 INCH ABOVE THE GROUND.
 MJ0988
 MJ0988                          STATION RECOVERY (1970)
 MJ0988
 MJ0988'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MJ0988'MARK NOT FOUND.
 MJ0988
 MJ0988                          STATION RECOVERY (1989)
 MJ0988
 MJ0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0990 ***********************************************************************
 MJ0990  DESIGNATION -  43 61
 MJ0990  PID         -  MJ0990
 MJ0990  STATE/COUNTY-  IA/HARRISON
 MJ0990  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0990
 MJ0990                         *CURRENT SURVEY CONTROL
 MJ0990  ___________________________________________________________________
 MJ0990* NAD 83(1986)-  41 34 48.     (N)    095 59 40.     (W)     SCALED    
 MJ0990* NAVD 88     -       307.272  (meters)    1008.11   (feet)  ADJUSTED  
 MJ0990  ___________________________________________________________________
 MJ0990  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 MJ0990  DYNAMIC HT  -         307.133 (meters)    1007.65  (feet)  COMP
 MJ0990  MODELED GRAV-     980,164.3   (mgal)                       NAVD 88
 MJ0990
 MJ0990  VERT ORDER  -  FIRST     CLASS II
 MJ0990
 MJ0990.The horizontal coordinates were scaled from a topographic map and have
 MJ0990.an estimated accuracy of +/- 6 seconds.
 MJ0990
 MJ0990.The orthometric height was determined by differential leveling
 MJ0990.and adjusted by the National Geodetic Survey in June 1991..
 MJ0990
 MJ0990.The geoid height was determined by GEOID03.
 MJ0990
 MJ0990.The dynamic height is computed by dividing the NAVD 88
 MJ0990.geopotential number by the normal gravity value computed on the
 MJ0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0990.degrees latitude (g = 980.6199 gals.).
 MJ0990
 MJ0990.The modeled gravity was interpolated from observed gravity values.
 MJ0990
 MJ0990;                    North         East    Units  Estimated Accuracy
 MJ0990;SPC IA S     -   178,440.      292,020.      MT  (+/- 180 meters Scaled)
 MJ0990
 MJ0990                          SUPERSEDED SURVEY CONTROL
 MJ0990
 MJ0990  NGVD 29 (??/??/92)  307.128  (m)         1007.64   (f) ADJ UNCH    1 2
 MJ0990
 MJ0990.Superseded values are not recommended for survey control.
 MJ0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0990.See file dsdata.txt to determine how the superseded data were derived.
 MJ0990
 MJ0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG503074(NAD 83)
 MJ0990_MARKER: DB = BENCH MARK DISK
 MJ0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0990_STAMPING: 43-61
 MJ0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0990+STABILITY: SURFACE MOTION
 MJ0990
 MJ0990  HISTORY     - Date     Condition        Report By
 MJ0990  HISTORY     - UNK      MONUMENTED       IOWAGS
 MJ0990  HISTORY     - 1948     GOOD             NGS
 MJ0990  HISTORY     - 1970     MARK NOT FOUND   USGS
 MJ0990  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MJ0990
 MJ0990                          STATION DESCRIPTION
 MJ0990
 MJ0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0990'1.7 MI N FROM CALIFORNIA JUNCTION.
 MJ0990'1.7 MILES NORTH ALONG STATE HIGHWAY 300 FROM THE CHICAGO AND
 MJ0990'NORTH WESTERN RAILROAD STATION AT CALIFORNIA JUNCTION, IN THE
 MJ0990'SOUTHWEST QUARTER OF A ROAD CROSSING, 24.0 FEET WEST OF THE
 MJ0990'CENTER LINE OF THE HIGHWAY, 23.0 FEET SOUTH OF THE CENTER LINE
 MJ0990'OF THE EAST AND WEST ROAD, 6.4 FEET NORTH OF A TELEPHONE POLE,
 MJ0990'1.7 FEET EAST OF A FENCE CORNER POST, 1.5 FEET NORTH OF A WITNESS
 MJ0990'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MJ0990'ABOVE THE GROUND.
 MJ0990
 MJ0990                          STATION RECOVERY (1970)
 MJ0990
 MJ0990'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MJ0990'MARK NOT FOUND.
 MJ0990
 MJ0990                          STATION RECOVERY (1989)
 MJ0990
 MJ0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0004 ***********************************************************************
 MK0004  DESIGNATION -  43 62
 MK0004  PID         -  MK0004
 MK0004  STATE/COUNTY-  IA/HARRISON
 MK0004  USGS QUAD   -  MODALE (1970)
 MK0004
 MK0004                         *CURRENT SURVEY CONTROL
 MK0004  ___________________________________________________________________
 MK0004* NAD 83(1986)-  41 35 16.     (N)    096 00 16.     (W)     SCALED    
 MK0004* NAVD 88     -       307.637  (meters)    1009.31   (feet)  ADJUSTED  
 MK0004  ___________________________________________________________________
 MK0004  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 MK0004  DYNAMIC HT  -         307.499 (meters)    1008.85  (feet)  COMP
 MK0004  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 MK0004
 MK0004  VERT ORDER  -  FIRST     CLASS II
 MK0004
 MK0004.The horizontal coordinates were scaled from a topographic map and have
 MK0004.an estimated accuracy of +/- 6 seconds.
 MK0004
 MK0004.The orthometric height was determined by differential leveling
 MK0004.and adjusted by the National Geodetic Survey in June 1991..
 MK0004
 MK0004.The geoid height was determined by GEOID03.
 MK0004
 MK0004.The dynamic height is computed by dividing the NAVD 88
 MK0004.geopotential number by the normal gravity value computed on the
 MK0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0004.degrees latitude (g = 980.6199 gals.).
 MK0004
 MK0004.The modeled gravity was interpolated from observed gravity values.
 MK0004
 MK0004;                    North         East    Units  Estimated Accuracy
 MK0004;SPC IA S     -   179,330.      291,210.      MT  (+/- 180 meters Scaled)
 MK0004
 MK0004                          SUPERSEDED SURVEY CONTROL
 MK0004
 MK0004  NGVD 29 (??/??/92)  307.490  (m)         1008.82   (f) ADJ UNCH    1 2
 MK0004
 MK0004.Superseded values are not recommended for survey control.
 MK0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0004.See file dsdata.txt to determine how the superseded data were derived.
 MK0004
 MK0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM496083(NAD 83)
 MK0004_MARKER: DB = BENCH MARK DISK
 MK0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0004+STABILITY: SURFACE MOTION
 MK0004
 MK0004  HISTORY     - Date     Condition        Report By
 MK0004  HISTORY     - UNK      MONUMENTED       IAGS
 MK0004  HISTORY     - 1948     GOOD             NGS
 MK0004  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0004  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MK0004
 MK0004                          STATION DESCRIPTION
 MK0004
 MK0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0004'2.2 MI S FROM MODALE.
 MK0004'2.2 MILES SOUTH ALONG STATE HIGHWAY 300 FROM THE MODALE
 MK0004'CONSOLIDATED SCHOOL AT MODALE, AT THE SOUTHWEST POINT OF A
 MK0004'TRIANGLE FORMED BY A ROAD JUNCTION, IN LINE WITH THE MOST
 MK0004'EASTERLY ROW OF POLES, 50.9 FEET EAST OF THE EAST RAIL OF THE CHICAGO
 MK0004'AND NORTHWESTERN RAILROAD, 36.0 FEET NORTH OF THE CENTER LINE OF
 MK0004'THE EAST AND WEST ROAD, 21.0 FEET WEST OF THE CENTER LINE OF THE
 MK0004'NORTH AND SOUTH ROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0004'IS FLUSH WITH THE GROUND.  NOTE-- 1948 REPORT.  THE CONCRETE POST
 MK0004'HAS BEEN HIT AND 3/4 OF THE DISK INCLUDING THE PART WITH THE
 MK0004'STAMPING IS GONE.  ROAD WAS WIDENED AND REFILLED AT THIS POINT.
 MK0004
 MK0004                          STATION RECOVERY (1970)
 MK0004
 MK0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0004'MARK NOT FOUND.
 MK0004
 MK0004                          STATION RECOVERY (1989)
 MK0004
 MK0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0010 ***********************************************************************
 MK0010  DESIGNATION -  43 63
 MK0010  PID         -  MK0010
 MK0010  STATE/COUNTY-  IA/HARRISON
 MK0010  USGS QUAD   -  MODALE (1970)
 MK0010
 MK0010                         *CURRENT SURVEY CONTROL
 MK0010  ___________________________________________________________________
 MK0010* NAD 83(1986)-  41 36 39.     (N)    096 00 44.     (W)     SCALED    
 MK0010* NAVD 88     -       308.250  (meters)    1011.32   (feet)  ADJUSTED  
 MK0010  ___________________________________________________________________
 MK0010  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 MK0010  DYNAMIC HT  -         308.113 (meters)    1010.87  (feet)  COMP
 MK0010  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 MK0010
 MK0010  VERT ORDER  -  FIRST     CLASS II
 MK0010
 MK0010.The horizontal coordinates were scaled from a topographic map and have
 MK0010.an estimated accuracy of +/- 6 seconds.
 MK0010
 MK0010.The orthometric height was determined by differential leveling
 MK0010.and adjusted by the National Geodetic Survey in June 1991..
 MK0010
 MK0010.The geoid height was determined by GEOID03.
 MK0010
 MK0010.The dynamic height is computed by dividing the NAVD 88
 MK0010.geopotential number by the normal gravity value computed on the
 MK0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0010.degrees latitude (g = 980.6199 gals.).
 MK0010
 MK0010.The modeled gravity was interpolated from observed gravity values.
 MK0010
 MK0010;                    North         East    Units  Estimated Accuracy
 MK0010;SPC IA S     -   181,910.      290,630.      MT  (+/- 180 meters Scaled)
 MK0010
 MK0010                          SUPERSEDED SURVEY CONTROL
 MK0010
 MK0010  NGVD 29 (??/??/92)  308.101  (m)         1010.83   (f) ADJ UNCH    1 2
 MK0010
 MK0010.Superseded values are not recommended for survey control.
 MK0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0010.See file dsdata.txt to determine how the superseded data were derived.
 MK0010
 MK0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM489108(NAD 83)
 MK0010_MARKER: DB = BENCH MARK DISK
 MK0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0010_STAMPING: 43-63
 MK0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0010+STABILITY: SURFACE MOTION
 MK0010
 MK0010  HISTORY     - Date     Condition        Report By
 MK0010  HISTORY     - UNK      MONUMENTED       IAGS
 MK0010  HISTORY     - 1948     GOOD             NGS
 MK0010  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0010  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MK0010
 MK0010                          STATION DESCRIPTION
 MK0010
 MK0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0010'0.5 MI S FROM MODALE.
 MK0010'0.5 MILE SOUTH ALONG STATE HIGHWAY 300 FROM THE MODALE
 MK0010'CONSOLIDATED SCHOOL AT MODALE, AT A ROAD LEADING EAST INTO A
 MK0010'FIELD, 27.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 10.0
 MK0010'FEET NORTH OF THE CENTER LINE OF THE FIELD ROAD, 2.5 FEET NORTH
 MK0010'OF A FENCE, 2.5 FEET EAST OF A FENCE, 4.2 FEET NORTHWEST OF A
 MK0010'TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 MK0010'FLUSH WITH THE GROUND.  NOTE-- ROAD HAS BEEN WIDENED.
 MK0010
 MK0010                          STATION RECOVERY (1970)
 MK0010
 MK0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0010'MARK NOT FOUND.
 MK0010
 MK0010                          STATION RECOVERY (1989)
 MK0010
 MK0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0011 ***********************************************************************
 MK0011  DESIGNATION -  43 64
 MK0011  PID         -  MK0011
 MK0011  STATE/COUNTY-  IA/HARRISON
 MK0011  USGS QUAD   -  MODALE (1970)
 MK0011
 MK0011                         *CURRENT SURVEY CONTROL
 MK0011  ___________________________________________________________________
 MK0011* NAD 83(1986)-  41 37 05.     (N)    096 00 44.     (W)     SCALED    
 MK0011* NAVD 88     -       308.853  (meters)    1013.30   (feet)  ADJUSTED  
 MK0011  ___________________________________________________________________
 MK0011  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 MK0011  DYNAMIC HT  -         308.716 (meters)    1012.85  (feet)  COMP
 MK0011  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 MK0011
 MK0011  VERT ORDER  -  FIRST     CLASS II
 MK0011
 MK0011.The horizontal coordinates were scaled from a topographic map and have
 MK0011.an estimated accuracy of +/- 6 seconds.
 MK0011
 MK0011.The orthometric height was determined by differential leveling
 MK0011.and adjusted by the National Geodetic Survey in June 1991..
 MK0011
 MK0011.The geoid height was determined by GEOID03.
 MK0011
 MK0011.The dynamic height is computed by dividing the NAVD 88
 MK0011.geopotential number by the normal gravity value computed on the
 MK0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0011.degrees latitude (g = 980.6199 gals.).
 MK0011
 MK0011.The modeled gravity was interpolated from observed gravity values.
 MK0011
 MK0011;                    North         East    Units  Estimated Accuracy
 MK0011;SPC IA S     -   182,710.      290,660.      MT  (+/- 180 meters Scaled)
 MK0011
 MK0011                          SUPERSEDED SURVEY CONTROL
 MK0011
 MK0011  NGVD 29 (??/??/92)  308.703  (m)         1012.80   (f) ADJ UNCH    1 2
 MK0011
 MK0011.Superseded values are not recommended for survey control.
 MK0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0011.See file dsdata.txt to determine how the superseded data were derived.
 MK0011
 MK0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM489116(NAD 83)
 MK0011_MARKER: DB = BENCH MARK DISK
 MK0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0011_STAMPING: 43-64
 MK0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0011+STABILITY: SURFACE MOTION
 MK0011
 MK0011  HISTORY     - Date     Condition        Report By
 MK0011  HISTORY     - UNK      MONUMENTED       IAGS
 MK0011  HISTORY     - 1948     GOOD             NGS
 MK0011  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MK0011
 MK0011                          STATION DESCRIPTION
 MK0011
 MK0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0011'AT MODALE.
 MK0011'AT MODALE, IN THE NORTHEAST CORNER OF THE MODALE CONSOLIDATED
 MK0011'SCHOOL YARD, 37.0 FEET EAST OF A POINT 96.0 FEET NORTH OF THE
 MK0011'NORTHEAST CORNER OF THE SCHOOL BUILDING, 41.0 FEET WEST OF THE
 MK0011'CENTER LINE OF THE HIGHWAY, 2.8 FEET WEST OF THE WEST EDGE OF
 MK0011'THE CONCRETE SIDEWALK, 2.4 FEET SOUTH OF A FENCE, SET IN THE
 MK0011'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0011
 MK0011                          STATION RECOVERY (1989)
 MK0011
 MK0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0016 ***********************************************************************
 MK0016  DESIGNATION -  43 65
 MK0016  PID         -  MK0016
 MK0016  STATE/COUNTY-  IA/HARRISON
 MK0016  USGS QUAD   -  MONDAMIN (1970)
 MK0016
 MK0016                         *CURRENT SURVEY CONTROL
 MK0016  ___________________________________________________________________
 MK0016* NAD 83(1986)-  41 37 45.     (N)    096 00 43.     (W)     SCALED    
 MK0016* NAVD 88     -       308.734  (meters)    1012.90   (feet)  ADJUSTED  
 MK0016  ___________________________________________________________________
 MK0016  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 MK0016  DYNAMIC HT  -         308.598 (meters)    1012.46  (feet)  COMP
 MK0016  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 MK0016
 MK0016  VERT ORDER  -  FIRST     CLASS II
 MK0016
 MK0016.The horizontal coordinates were scaled from a topographic map and have
 MK0016.an estimated accuracy of +/- 6 seconds.
 MK0016
 MK0016.The orthometric height was determined by differential leveling
 MK0016.and adjusted by the National Geodetic Survey in June 1991..
 MK0016
 MK0016.The geoid height was determined by GEOID03.
 MK0016
 MK0016.The dynamic height is computed by dividing the NAVD 88
 MK0016.geopotential number by the normal gravity value computed on the
 MK0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0016.degrees latitude (g = 980.6199 gals.).
 MK0016
 MK0016.The modeled gravity was interpolated from observed gravity values.
 MK0016
 MK0016;                    North         East    Units  Estimated Accuracy
 MK0016;SPC IA S     -   183,940.      290,710.      MT  (+/- 180 meters Scaled)
 MK0016
 MK0016                          SUPERSEDED SURVEY CONTROL
 MK0016
 MK0016  NGVD 29 (??/??/92)  308.584  (m)         1012.41   (f) ADJ UNCH    1 2
 MK0016
 MK0016.Superseded values are not recommended for survey control.
 MK0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0016.See file dsdata.txt to determine how the superseded data were derived.
 MK0016
 MK0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM489129(NAD 83)
 MK0016_MARKER: DB = BENCH MARK DISK
 MK0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0016_STAMPING: 43-65
 MK0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0016+STABILITY: SURFACE MOTION
 MK0016
 MK0016  HISTORY     - Date     Condition        Report By
 MK0016  HISTORY     - UNK      MONUMENTED       IAGS
 MK0016  HISTORY     - 1948     GOOD             NGS
 MK0016  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0016  HISTORY     - 19890807 MARK NOT FOUND   NGS
 MK0016
 MK0016                          STATION DESCRIPTION
 MK0016
 MK0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0016'0.8 MI N FROM MODALE.
 MK0016'0.8 MILE NORTH ALONG STATE HIGHWAY 300 FROM THE MODALE
 MK0016'CONSOLIDATED SCHOOL AT MODALE, 125.0 FEET NORTH OF A WHITE
 MK0016'FARMHOUSE WHICH IS ON THE WEST SIDE OF THE HIGHWAY, 34.0 FEET
 MK0016'WEST OF THE CENTER LINE OF THE HIGHWAY, 18.0 FEET NORTH OF A
 MK0016'3-WAY CORNER FENCE POST, 2.2 FEET EAST OF A FENCE, 1.0 FOOT
 MK0016'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0016'IS FLUSH WITH THE GROUND.
 MK0016
 MK0016                          STATION RECOVERY (1970)
 MK0016
 MK0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0016'MARK NOT FOUND.
 MK0016
 MK0016                          STATION RECOVERY (1989)
 MK0016
 MK0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0244 ***********************************************************************
 MK0244  DESIGNATION -  43 69
 MK0244  PID         -  MK0244
 MK0244  STATE/COUNTY-  IA/HARRISON
 MK0244  USGS QUAD   -  MONDAMIN (1970)
 MK0244
 MK0244                         *CURRENT SURVEY CONTROL
 MK0244  ___________________________________________________________________
 MK0244* NAD 83(1986)-  41 40 07.     (N)    096 01 54.     (W)     SCALED    
 MK0244* NAVD 88     -       309.882  (meters)    1016.67   (feet)  ADJUSTED  
 MK0244  ___________________________________________________________________
 MK0244  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 MK0244  DYNAMIC HT  -         309.749 (meters)    1016.23  (feet)  COMP
 MK0244  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 MK0244
 MK0244  VERT ORDER  -  SECOND    CLASS 0
 MK0244
 MK0244.The horizontal coordinates were scaled from a topographic map and have
 MK0244.an estimated accuracy of +/- 6 seconds.
 MK0244
 MK0244.The orthometric height was determined by differential leveling
 MK0244.and adjusted by the National Geodetic Survey in June 1991..
 MK0244
 MK0244.The geoid height was determined by GEOID03.
 MK0244
 MK0244.The dynamic height is computed by dividing the NAVD 88
 MK0244.geopotential number by the normal gravity value computed on the
 MK0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0244.degrees latitude (g = 980.6199 gals.).
 MK0244
 MK0244.The modeled gravity was interpolated from observed gravity values.
 MK0244
 MK0244;                    North         East    Units  Estimated Accuracy
 MK0244;SPC IA S     -   188,370.      289,200.      MT  (+/- 180 meters Scaled)
 MK0244
 MK0244                          SUPERSEDED SURVEY CONTROL
 MK0244
 MK0244  NGVD 29 (??/??/92)  309.732  (m)         1016.18   (f) ADJ UNCH    2 0
 MK0244
 MK0244.Superseded values are not recommended for survey control.
 MK0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0244.See file dsdata.txt to determine how the superseded data were derived.
 MK0244
 MK0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM471172(NAD 83)
 MK0244_MARKER: DB = BENCH MARK DISK
 MK0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0244_STAMPING: 43-69
 MK0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0244+STABILITY: SURFACE MOTION
 MK0244
 MK0244  HISTORY     - Date     Condition        Report By
 MK0244  HISTORY     - UNK      MONUMENTED       IAGS
 MK0244  HISTORY     - 1948     GOOD             NGS
 MK0244  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0244
 MK0244                          STATION DESCRIPTION
 MK0244
 MK0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0244'3.3 MI SW FROM MONDAMIN.
 MK0244'0.4 MILE WEST ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND NORTH
 MK0244'WESTERN RAILROAD STATION AT MONDAMIN, THENCE 2.9 MILES SOUTH ALONG
 MK0244'STATE HIGHWAY 300, AT THE JUNCTION OF THE HIGHWAY AND A DIRT ROAD
 MK0244'LEADING WEST, 140.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 MK0244'48.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 9.0
 MK0244'FEET EAST OF A GATE POST, 6.4 FEET WEST OF A TELEPHONE POLE, 6.2
 MK0244'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0244'WHICH IS FLUSH WITH THE GROUND.
 MK0244
 MK0244                          STATION RECOVERY (1974)
 MK0244
 MK0244'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0026 ***********************************************************************
 MK0026  DESIGNATION -  43 73
 MK0026  PID         -  MK0026
 MK0026  STATE/COUNTY-  IA/HARRISON
 MK0026  USGS QUAD   -  MONDAMIN (1970)
 MK0026
 MK0026                         *CURRENT SURVEY CONTROL
 MK0026  ___________________________________________________________________
 MK0026* NAD 83(1986)-  41 42 43.     (N)    096 01 14.     (W)     SCALED    
 MK0026* NAVD 88     -       311.310  (meters)    1021.36   (feet)  ADJUSTED  
 MK0026  ___________________________________________________________________
 MK0026  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 MK0026  DYNAMIC HT  -         311.178 (meters)    1020.92  (feet)  COMP
 MK0026  MODELED GRAV-     980,191.8   (mgal)                       NAVD 88
 MK0026
 MK0026  VERT ORDER  -  FIRST     CLASS II
 MK0026
 MK0026.The horizontal coordinates were scaled from a topographic map and have
 MK0026.an estimated accuracy of +/- 6 seconds.
 MK0026
 MK0026.The orthometric height was determined by differential leveling
 MK0026.and adjusted by the National Geodetic Survey in June 1991..
 MK0026
 MK0026.The geoid height was determined by GEOID03.
 MK0026
 MK0026.The dynamic height is computed by dividing the NAVD 88
 MK0026.geopotential number by the normal gravity value computed on the
 MK0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0026.degrees latitude (g = 980.6199 gals.).
 MK0026
 MK0026.The modeled gravity was interpolated from observed gravity values.
 MK0026
 MK0026;                    North         East    Units  Estimated Accuracy
 MK0026;SPC IA S     -   193,150.      290,260.      MT  (+/- 180 meters Scaled)
 MK0026
 MK0026                          SUPERSEDED SURVEY CONTROL
 MK0026
 MK0026  NGVD 29 (??/??/92)  311.160  (m)         1020.86   (f) ADJ UNCH    1 2
 MK0026
 MK0026.Superseded values are not recommended for survey control.
 MK0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0026.See file dsdata.txt to determine how the superseded data were derived.
 MK0026
 MK0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM478220(NAD 83)
 MK0026_MARKER: DB = BENCH MARK DISK
 MK0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0026_STAMPING: 43-73 1020.615
 MK0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0026+STABILITY: SURFACE MOTION
 MK0026
 MK0026  HISTORY     - Date     Condition        Report By
 MK0026  HISTORY     - UNK      MONUMENTED       IAGS
 MK0026  HISTORY     - 1948     GOOD             NGS
 MK0026  HISTORY     - 19890824 MARK NOT FOUND   NGS
 MK0026
 MK0026                          STATION DESCRIPTION
 MK0026
 MK0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0026'AT MONDAMIN.
 MK0026'AT MONDAMIN, IN THE NORTHEAST CORNER OF THE CITY PARK, 1 BLOCK
 MK0026'EAST OF THE CHURCH OF CHRIST, 47.0 FEET SOUTH OF THE CENTER
 MK0026'LINE OF AN EAST AND WEST STREET, 35.0 FEET WEST OF THE CENTER
 MK0026'LINE OF A NORTH AND SOUTH STREET, 6.4 FEET NORTH OF A 16 INCH
 MK0026'WALNUT TREE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MK0026'WITH THE GROUND.
 MK0026
 MK0026                          STATION RECOVERY (1989)
 MK0026
 MK0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0035 ***********************************************************************
 MK0035  DESIGNATION -  43 76
 MK0035  PID         -  MK0035
 MK0035  STATE/COUNTY-  IA/HARRISON
 MK0035  USGS QUAD   -  MONDAMIN (1970)
 MK0035
 MK0035                         *CURRENT SURVEY CONTROL
 MK0035  ___________________________________________________________________
 MK0035* NAD 83(1986)-  41 44 15.     (N)    096 01 43.     (W)     SCALED    
 MK0035* NAVD 88     -       312.195  (meters)    1024.26   (feet)  ADJUSTED  
 MK0035  ___________________________________________________________________
 MK0035  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 MK0035  DYNAMIC HT  -         312.064 (meters)    1023.83  (feet)  COMP
 MK0035  MODELED GRAV-     980,198.3   (mgal)                       NAVD 88
 MK0035
 MK0035  VERT ORDER  -  FIRST     CLASS II
 MK0035
 MK0035.The horizontal coordinates were scaled from a topographic map and have
 MK0035.an estimated accuracy of +/- 6 seconds.
 MK0035
 MK0035.The orthometric height was determined by differential leveling
 MK0035.and adjusted by the National Geodetic Survey in June 1991..
 MK0035
 MK0035.The geoid height was determined by GEOID03.
 MK0035
 MK0035.The dynamic height is computed by dividing the NAVD 88
 MK0035.geopotential number by the normal gravity value computed on the
 MK0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0035.degrees latitude (g = 980.6199 gals.).
 MK0035
 MK0035.The modeled gravity was interpolated from observed gravity values.
 MK0035
 MK0035;                    North         East    Units  Estimated Accuracy
 MK0035;SPC IA S     -   196,010.      289,680.      MT  (+/- 180 meters Scaled)
 MK0035
 MK0035                          SUPERSEDED SURVEY CONTROL
 MK0035
 MK0035  NGVD 29 (??/??/92)  312.047  (m)         1023.77   (f) ADJ UNCH    1 2
 MK0035
 MK0035.Superseded values are not recommended for survey control.
 MK0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0035.See file dsdata.txt to determine how the superseded data were derived.
 MK0035
 MK0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM471248(NAD 83)
 MK0035_MARKER: DB = BENCH MARK DISK
 MK0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0035_STAMPING: 43-76
 MK0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0035+STABILITY: SURFACE MOTION
 MK0035
 MK0035  HISTORY     - Date     Condition        Report By
 MK0035  HISTORY     - UNK      MONUMENTED       IAGS
 MK0035  HISTORY     - 1948     GOOD             NGS
 MK0035  HISTORY     - 1974     GOOD             LOCSUR
 MK0035
 MK0035                          STATION DESCRIPTION
 MK0035
 MK0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0035'2.4 MI NE FROM MONDAMIN.
 MK0035'2.0 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0035'FROM THE STATION AT MONDAMIN, THENCE 0.4 MILE EAST ALONG A GRADED
 MK0035'DIRT ROAD, AT A T-ROAD JUNCTION WITH A NORTH AND SOUTH GRADED
 MK0035'DIRT ROAD, 0.3 MILE EAST OF A FARMHOUSE, 375.0 FEET NORTH OF THE
 MK0035'CENTER OF THE ROAD JUNCTION, 35.5 FEET WEST OF THE CENTER
 MK0035'LINE OF THE NORTH AND SOUTH ROAD, 17.6 FEET SOUTHWEST OF A
 MK0035'14-INCH COTTONWOOD TREE, 4.3 FEET NORTHWEST OF A WITNESS POST,
 MK0035'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 MK0035'THE GROUND.
 MK0035
 MK0035                          STATION RECOVERY (1974)
 MK0035
 MK0035'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0946 ***********************************************************************
 MJ0946  DESIGNATION -  43 90
 MJ0946  PID         -  MJ0946
 MJ0946  STATE/COUNTY-  IA/HARRISON
 MJ0946  USGS QUAD   -  PISGAH (1971)
 MJ0946
 MJ0946                         *CURRENT SURVEY CONTROL
 MJ0946  ___________________________________________________________________
 MJ0946* NAD 83(1986)-  41 50 03.     (N)    095 55 27.     (W)     SCALED    
 MJ0946* NAVD 88     -       324.183  (meters)    1063.59   (feet)  ADJUSTED  
 MJ0946  ___________________________________________________________________
 MJ0946  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 MJ0946  DYNAMIC HT  -         324.050 (meters)    1063.15  (feet)  COMP
 MJ0946  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 MJ0946
 MJ0946  VERT ORDER  -  SECOND    CLASS 0
 MJ0946
 MJ0946.The horizontal coordinates were scaled from a topographic map and have
 MJ0946.an estimated accuracy of +/- 6 seconds.
 MJ0946
 MJ0946.The orthometric height was determined by differential leveling
 MJ0946.and adjusted by the National Geodetic Survey in June 1991..
 MJ0946
 MJ0946.The geoid height was determined by GEOID03.
 MJ0946
 MJ0946.The dynamic height is computed by dividing the NAVD 88
 MJ0946.geopotential number by the normal gravity value computed on the
 MJ0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0946.degrees latitude (g = 980.6199 gals.).
 MJ0946
 MJ0946.The modeled gravity was interpolated from observed gravity values.
 MJ0946
 MJ0946;                    North         East    Units  Estimated Accuracy
 MJ0946;SPC IA S     -   206,500.      298,660.      MT  (+/- 180 meters Scaled)
 MJ0946
 MJ0946                          SUPERSEDED SURVEY CONTROL
 MJ0946
 MJ0946  NGVD 29 (??/??/92)  324.034  (m)         1063.10   (f) ADJ UNCH    2 0
 MJ0946
 MJ0946.Superseded values are not recommended for survey control.
 MJ0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0946.See file dsdata.txt to determine how the superseded data were derived.
 MJ0946
 MJ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG571354(NAD 83)
 MJ0946_MARKER: DD = SURVEY DISK
 MJ0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0946_STAMPING: 43-90 NO 90 1062.957
 MJ0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0946+STABILITY: SURFACE MOTION
 MJ0946
 MJ0946  HISTORY     - Date     Condition        Report By
 MJ0946  HISTORY     - UNK      MONUMENTED       IOWAGS
 MJ0946  HISTORY     - 1949     GOOD             NGS
 MJ0946
 MJ0946                          STATION DESCRIPTION
 MJ0946
 MJ0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0946'AT PISGAH.
 MJ0946'AT PISGAH, 185 FEET WEST OF THE NORTHWEST CORNER OF THE HIGH
 MJ0946'SCHOOL BUILDING, 35.5 FEET WEST OF A 48 INCH COTTONWOOD TREE, 4.7
 MJ0946'FEET EAST OF THE EAST EDGE OF A SIDEWALK, 3.8 FEET SOUTH OF THE
 MJ0946'SOUTH EDGE OF A SIDEWALK WHICH LEADS EAST, SET IN THE TOP OF A
 MJ0946'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0550 ***********************************************************************
 NM0550  DESIGNATION -  431
 NM0550  PID         -  NM0550
 NM0550  STATE/COUNTY-  IA/WOODBURY
 NM0550  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0550
 NM0550                         *CURRENT SURVEY CONTROL
 NM0550  ___________________________________________________________________
 NM0550* NAD 83(1986)-  42 29 28.     (N)    096 26 17.     (W)     SCALED    
 NM0550* NAVD 88     -       333.532  (meters)    1094.26   (feet)  ADJUSTED  
 NM0550  ___________________________________________________________________
 NM0550  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 NM0550  DYNAMIC HT  -         333.426 (meters)    1093.92  (feet)  COMP
 NM0550  MODELED GRAV-     980,295.9   (mgal)                       NAVD 88
 NM0550
 NM0550  VERT ORDER  -  FIRST     CLASS II
 NM0550
 NM0550.The horizontal coordinates were scaled from a topographic map and have
 NM0550.an estimated accuracy of +/- 6 seconds.
 NM0550
 NM0550.The orthometric height was determined by differential leveling
 NM0550.and adjusted by the National Geodetic Survey in June 1991..
 NM0550
 NM0550.The geoid height was determined by GEOID03.
 NM0550
 NM0550.The dynamic height is computed by dividing the NAVD 88
 NM0550.geopotential number by the normal gravity value computed on the
 NM0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0550.degrees latitude (g = 980.6199 gals.).
 NM0550
 NM0550.The modeled gravity was interpolated from observed gravity values.
 NM0550
 NM0550;                    North         East    Units  Estimated Accuracy
 NM0550;SPC IA N     - 1,114,290.    1,258,520.      MT  (+/- 180 meters Scaled)
 NM0550
 NM0550                          SUPERSEDED SURVEY CONTROL
 NM0550
 NM0550  NGVD 29 (??/??/92)  333.367  (m)         1093.72   (f) ADJ UNCH    1 2
 NM0550
 NM0550.Superseded values are not recommended for survey control.
 NM0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0550.See file dsdata.txt to determine how the superseded data were derived.
 NM0550
 NM0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN105074(NAD 83)
 NM0550_MARKER: DD = SURVEY DISK
 NM0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0550_STAMPING: 431
 NM0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0550+STABILITY: SURFACE MOTION
 NM0550
 NM0550  HISTORY     - Date     Condition        Report By
 NM0550  HISTORY     - UNK      MONUMENTED       DOD
 NM0550  HISTORY     - 1948     GOOD             NGS
 NM0550
 NM0550                          STATION DESCRIPTION
 NM0550
 NM0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0550'1.2 MI W FROM SIOUX CITY.
 NM0550'1.15 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NM0550'RAILROAD FROM THE NORTH END OF THE COMBINATION BRIDGE AT SIOUX CITY,
 NM0550'IN A SMALL WILLOW GROVE LOCATED IN A CULTIVATED FIELD, ABOUT 0.1
 NM0550'MILE EAST OF MILEPOST 92, ABOUT 350.0 FEET SOUTHEAST OF THE
 NM0550'RAILROAD, 2.5 FEET NORTHWEST OF BENCH MARK G 146, 2.4 FEET SOUTH
 NM0550'OF AN IRON POST, 2.0 FEET NORTHEAST OF AN IRON POST, 2.2 FEET
 NM0550'WEST OF AN IRON POST, 1.1 FEET NORTHWEST OF A REFERENCE POST, SET
 NM0550'IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0646 ***********************************************************************
 OO0646  DESIGNATION -  46
 OO0646  PID         -  OO0646
 OO0646  STATE/COUNTY-  IA/WORTH
 OO0646  USGS QUAD   -  MANLY (1972)
 OO0646
 OO0646                         *CURRENT SURVEY CONTROL
 OO0646  ___________________________________________________________________
 OO0646* NAD 83(1986)-  43 17 03.     (N)    093 12 28.     (W)     SCALED    
 OO0646* NAVD 88     -       363.906  (meters)    1193.91   (feet)  ADJUSTED  
 OO0646  ___________________________________________________________________
 OO0646  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 OO0646  DYNAMIC HT  -         363.838 (meters)    1193.69  (feet)  COMP
 OO0646  MODELED GRAV-     980,422.9   (mgal)                       NAVD 88
 OO0646
 OO0646  VERT ORDER  -  SECOND    CLASS 0
 OO0646
 OO0646.The horizontal coordinates were scaled from a topographic map and have
 OO0646.an estimated accuracy of +/- 6 seconds.
 OO0646
 OO0646.The orthometric height was determined by differential leveling
 OO0646.and adjusted by the National Geodetic Survey in June 1991..
 OO0646
 OO0646.The geoid height was determined by GEOID03.
 OO0646
 OO0646.The dynamic height is computed by dividing the NAVD 88
 OO0646.geopotential number by the normal gravity value computed on the
 OO0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0646.degrees latitude (g = 980.6199 gals.).
 OO0646
 OO0646.The modeled gravity was interpolated from observed gravity values.
 OO0646
 OO0646;                    North         East    Units  Estimated Accuracy
 OO0646;SPC IA N     - 1,198,230.    1,523,720.      MT  (+/- 180 meters Scaled)
 OO0646
 OO0646                          SUPERSEDED SURVEY CONTROL
 OO0646
 OO0646  NGVD 29 (??/??/92)  363.923  (m)         1193.97   (f) ADJ UNCH    2 0
 OO0646
 OO0646.Superseded values are not recommended for survey control.
 OO0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0646.See file dsdata.txt to determine how the superseded data were derived.
 OO0646
 OO0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH831923(NAD 83)
 OO0646_MARKER: DD = SURVEY DISK
 OO0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0646_STAMPING: 46
 OO0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0646+STABILITY: SURFACE MOTION
 OO0646
 OO0646  HISTORY     - Date     Condition        Report By
 OO0646  HISTORY     - UNK      MONUMENTED       IAGS
 OO0646  HISTORY     - 1934     GOOD             NGS
 OO0646  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0646
 OO0646                          STATION DESCRIPTION
 OO0646
 OO0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0646'IN MANLY.
 OO0646'AT MANLY, WORTH COUNTY, 0.2 MILE WEST OF THE CROSSING OF STATE HIGHWAY
 OO0646'9 AND THE CHICAGO GREAT WESTERN RAILROAD, 66 YARDS EAST OF THE
 OO0646'CENTERLINE OF U.S. HIGHWAY 65, 70 FEET SOUTH OF THE SOUTH CORNER OF
 OO0646'THE IOWA STATE HIGHWAY DEPARTMENT GARAGE, AND 45 FEET NORTH OF THE
 OO0646'CENTERLINE OF STATE HIGHWAY 9.  A STATE SURVEY STANDARD DISK, STAMPED
 OO0646'46 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OO0646'GROUND.  NOTE-- THE FIRST FIGURE IN THIS MARK IS NOT KNOWN.  HOWEVER,
 OO0646'AS THE MARK IS IN WORTH COUNTY IT WILL BE THE COUNTY NUMBER.
 OO0646
 OO0646                          STATION RECOVERY (1972)
 OO0646
 OO0646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0532 ***********************************************************************
 MG0532  DESIGNATION -  47
 MG0532  PID         -  MG0532
 MG0532  STATE/COUNTY-  IA/JOHNSON
 MG0532  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0532
 MG0532                         *CURRENT SURVEY CONTROL
 MG0532  ___________________________________________________________________
 MG0532* NAD 83(1986)-  41 39 48.     (N)    091 33 04.     (W)     SCALED    
 MG0532* NAVD 88     -       218.443  (meters)     716.68   (feet)  ADJUSTED  
 MG0532  ___________________________________________________________________
 MG0532  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0532  DYNAMIC HT  -         218.360 (meters)     716.40  (feet)  COMP
 MG0532  MODELED GRAV-     980,236.4   (mgal)                       NAVD 88
 MG0532
 MG0532  VERT ORDER  -  FIRST     CLASS II
 MG0532
 MG0532.The horizontal coordinates were scaled from a topographic map and have
 MG0532.an estimated accuracy of +/- 6 seconds.
 MG0532
 MG0532.The orthometric height was determined by differential leveling
 MG0532.and adjusted by the National Geodetic Survey in June 1991..
 MG0532
 MG0532.The geoid height was determined by GEOID03.
 MG0532
 MG0532.The dynamic height is computed by dividing the NAVD 88
 MG0532.geopotential number by the normal gravity value computed on the
 MG0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0532.degrees latitude (g = 980.6199 gals.).
 MG0532
 MG0532.The modeled gravity was interpolated from observed gravity values.
 MG0532
 MG0532;                    North         East    Units  Estimated Accuracy
 MG0532;SPC IA S     -   186,530.      662,300.      MT  (+/- 180 meters Scaled)
 MG0532
 MG0532                          SUPERSEDED SURVEY CONTROL
 MG0532
 MG0532  NGVD 29 (??/??/92)  218.478  (m)          716.79   (f) ADJ UNCH    1 2
 MG0532
 MG0532.Superseded values are not recommended for survey control.
 MG0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0532.See file dsdata.txt to determine how the superseded data were derived.
 MG0532
 MG0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG206134(NAD 83)
 MG0532_MARKER: DD = SURVEY DISK
 MG0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0532_STAMPING: 47
 MG0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0532+STABILITY: SURFACE MOTION
 MG0532
 MG0532  HISTORY     - Date     Condition        Report By
 MG0532  HISTORY     - UNK      MONUMENTED       IASUNI
 MG0532  HISTORY     - 1935     GOOD             IAGS
 MG0532  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0532
 MG0532                          STATION DESCRIPTION
 MG0532
 MG0532'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0532'AT IOWA CITY.
 MG0532'AT IOWA CITY, JOHNSON COUNTY, NEAR THE INTERSECTION OF NEWTON ROAD
 MG0532'AND LINCOLN AVENUE, 280 FEET EAST OF THE EAST SIDE OF A CONCRETE
 MG0532'CULVERT WEST OF VALLEY AVENUE, AND 29.1 FEET SOUTH OF THE CENTERLINE
 MG0532'OF NEWTON ROAD.  A STATE UNIVERSITY OF IOWA STANDARD DISK, STAMPED
 MG0532'47 AND SET IN THE TOP OF A CONCRETE POST.
 MG0532
 MG0532                          STATION RECOVERY (1998)
 MG0532
 MG0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0532'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0533 ***********************************************************************
 MG0533  DESIGNATION -  48
 MG0533  PID         -  MG0533
 MG0533  STATE/COUNTY-  IA/JOHNSON
 MG0533  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0533
 MG0533                         *CURRENT SURVEY CONTROL
 MG0533  ___________________________________________________________________
 MG0533* NAD 83(1986)-  41 39 50.     (N)    091 33 13.     (W)     SCALED    
 MG0533* NAVD 88     -       218.022  (meters)     715.29   (feet)  ADJUSTED  
 MG0533  ___________________________________________________________________
 MG0533  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0533  DYNAMIC HT  -         217.938 (meters)     715.02  (feet)  COMP
 MG0533  MODELED GRAV-     980,236.3   (mgal)                       NAVD 88
 MG0533
 MG0533  VERT ORDER  -  FIRST     CLASS II
 MG0533
 MG0533.The horizontal coordinates were scaled from a topographic map and have
 MG0533.an estimated accuracy of +/- 6 seconds.
 MG0533
 MG0533.The orthometric height was determined by differential leveling
 MG0533.and adjusted by the National Geodetic Survey in June 1991..
 MG0533
 MG0533.The geoid height was determined by GEOID03.
 MG0533
 MG0533.The dynamic height is computed by dividing the NAVD 88
 MG0533.geopotential number by the normal gravity value computed on the
 MG0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0533.degrees latitude (g = 980.6199 gals.).
 MG0533
 MG0533.The modeled gravity was interpolated from observed gravity values.
 MG0533
 MG0533;                    North         East    Units  Estimated Accuracy
 MG0533;SPC IA S     -   186,590.      662,090.      MT  (+/- 180 meters Scaled)
 MG0533
 MG0533                          SUPERSEDED SURVEY CONTROL
 MG0533
 MG0533  NGVD 29 (??/??/92)  218.057  (m)          715.41   (f) ADJ UNCH    1 2
 MG0533
 MG0533.Superseded values are not recommended for survey control.
 MG0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0533.See file dsdata.txt to determine how the superseded data were derived.
 MG0533
 MG0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG204134(NAD 83)
 MG0533_MARKER: DD = SURVEY DISK
 MG0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0533_STAMPING: 48
 MG0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0533+STABILITY: SURFACE MOTION
 MG0533
 MG0533  HISTORY     - Date     Condition        Report By
 MG0533  HISTORY     - UNK      MONUMENTED       IASUNI
 MG0533  HISTORY     - 1935     GOOD             IAGS
 MG0533  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0533
 MG0533                          STATION DESCRIPTION
 MG0533
 MG0533'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0533'AT IOWA CITY.
 MG0533'AT IOWA CITY, JOHNSON COUNTY, OPPOSITE 1022 NEWTON ROAD, 14.8 FEET
 MG0533'EAST OF THE END OF THE 20-FOOT PAVEMENT AND END OF THE CURB, AND
 MG0533'31.4 FEET SOUTH OF THE CENTERLINE OF THE PAVEMENT.  A STATE
 MG0533'UNIVERSITY OF IOWA STANDARD DISK, STAMPED 48 AND SET IN THE TOP OF
 MG0533'A CONCRETE POST.
 MG0533
 MG0533                          STATION RECOVERY (1998)
 MG0533
 MG0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0533'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0525 ***********************************************************************
 MG0525  DESIGNATION -  49
 MG0525  PID         -  MG0525
 MG0525  STATE/COUNTY-  IA/JOHNSON
 MG0525  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0525
 MG0525                         *CURRENT SURVEY CONTROL
 MG0525  ___________________________________________________________________
 MG0525* NAD 83(1986)-  41 39 12.     (N)    091 32 25.     (W)     SCALED    
 MG0525* NAVD 88     -       197.728  (meters)     648.71   (feet)  ADJUSTED  
 MG0525  ___________________________________________________________________
 MG0525  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MG0525  DYNAMIC HT  -         197.653 (meters)     648.47  (feet)  COMP
 MG0525  MODELED GRAV-     980,237.2   (mgal)                       NAVD 88
 MG0525
 MG0525  VERT ORDER  -  FIRST     CLASS II
 MG0525
 MG0525.The horizontal coordinates were scaled from a topographic map and have
 MG0525.an estimated accuracy of +/- 6 seconds.
 MG0525
 MG0525.The orthometric height was determined by differential leveling
 MG0525.and adjusted by the National Geodetic Survey in June 1991..
 MG0525
 MG0525.The geoid height was determined by GEOID03.
 MG0525
 MG0525.The dynamic height is computed by dividing the NAVD 88
 MG0525.geopotential number by the normal gravity value computed on the
 MG0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0525.degrees latitude (g = 980.6199 gals.).
 MG0525
 MG0525.The modeled gravity was interpolated from observed gravity values.
 MG0525
 MG0525;                    North         East    Units  Estimated Accuracy
 MG0525;SPC IA S     -   185,440.      663,230.      MT  (+/- 180 meters Scaled)
 MG0525
 MG0525                          SUPERSEDED SURVEY CONTROL
 MG0525
 MG0525  NGVD 29 (??/??/92)  197.763  (m)          648.83   (f) ADJ UNCH    1 2
 MG0525
 MG0525.Superseded values are not recommended for survey control.
 MG0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0525.See file dsdata.txt to determine how the superseded data were derived.
 MG0525
 MG0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG215123(NAD 83)
 MG0525_MARKER: DD = SURVEY DISK
 MG0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0525_STAMPING: 49
 MG0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0525+STABILITY: SURFACE MOTION
 MG0525
 MG0525  HISTORY     - Date     Condition        Report By
 MG0525  HISTORY     - UNK      MONUMENTED       IASUNI
 MG0525  HISTORY     - 1935     GOOD             IAGS
 MG0525  HISTORY     - 1964     MARK NOT FOUND   USGS
 MG0525  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0525
 MG0525                          STATION DESCRIPTION
 MG0525
 MG0525'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0525'AT IOWA CITY.
 MG0525'AT IOWA CITY, JOHNSON COUNTY, AT THE INTERSECTION OF RIVERSIDE
 MG0525'DRIVE AND MYRTLE AVENUE, 28.2 FEET SOUTHEAST OF THE CENTER OF
 MG0525'THE INTERSECTION, AND 24 FEET SOUTHEAST OF THE CENTER OF A MANHOLE
 MG0525'NORTHEAST OF THE INTERSECTION.  A STATE UNIVERSITY OF IOWA STANDARD
 MG0525'DISK, STAMPED 49 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 MG0525'ASSUMED DESTROYED BY ROAD CONSTRUCTION.
 MG0525
 MG0525                          STATION RECOVERY (1964)
 MG0525
 MG0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MG0525'MARK NOT FOUND.
 MG0525
 MG0525                          STATION RECOVERY (1998)
 MG0525
 MG0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0525'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 MG0525'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0096 ***********************************************************************
 NK0096  DESIGNATION -  5
 NK0096  PID         -  NK0096
 NK0096  STATE/COUNTY-  IA/TAMA
 NK0096  USGS QUAD   -  ELBERON (1971)
 NK0096
 NK0096                         *CURRENT SURVEY CONTROL
 NK0096  ___________________________________________________________________
 NK0096* NAD 83(1986)-  42 02 44.     (N)    092 21 20.     (W)     SCALED    
 NK0096* NAVD 88     -       251.194  (meters)     824.13   (feet)  ADJUSTED  
 NK0096  ___________________________________________________________________
 NK0096  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NK0096  DYNAMIC HT  -         251.106 (meters)     823.84  (feet)  COMP
 NK0096  MODELED GRAV-     980,265.2   (mgal)                       NAVD 88
 NK0096
 NK0096  VERT ORDER  -  SECOND    CLASS 0
 NK0096
 NK0096.The horizontal coordinates were scaled from a topographic map and have
 NK0096.an estimated accuracy of +/- 6 seconds.
 NK0096
 NK0096.The orthometric height was determined by differential leveling
 NK0096.and adjusted by the National Geodetic Survey in June 1991..
 NK0096
 NK0096.The geoid height was determined by GEOID03.
 NK0096
 NK0096.The dynamic height is computed by dividing the NAVD 88
 NK0096.geopotential number by the normal gravity value computed on the
 NK0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0096.degrees latitude (g = 980.6199 gals.).
 NK0096
 NK0096.The modeled gravity was interpolated from observed gravity values.
 NK0096
 NK0096;                    North         East    Units  Estimated Accuracy
 NK0096;SPC IA N     - 1,061,240.    1,594,750.      MT  (+/- 180 meters Scaled)
 NK0096
 NK0096                          SUPERSEDED SURVEY CONTROL
 NK0096
 NK0096  NGVD 29 (??/??/92)  251.193  (m)          824.12   (f) ADJ UNCH    2 0
 NK0096
 NK0096.Superseded values are not recommended for survey control.
 NK0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0096.See file dsdata.txt to determine how the superseded data were derived.
 NK0096
 NK0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG533550(NAD 83)
 NK0096_MARKER: R = RIVET
 NK0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0096_SP_SET: CULVERT
 NK0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0096
 NK0096  HISTORY     - Date     Condition        Report By
 NK0096  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0096  HISTORY     - 1934     GOOD             NGS
 NK0096
 NK0096                          STATION DESCRIPTION
 NK0096
 NK0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0096'2.8 MI N FROM ELBERON.
 NK0096'2.8 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0096'THE STATION AT ELBERON, TAMA COUNTY, 4 POLES SOUTH OF MILEPOST
 NK0096'12, AT 5- BY 6-FOOT CONCRETE BOX CULVERT 31, IN THE NORTH END
 NK0096'OF THE WEST CONCRETE HEADWALL, AND 2 FEET LOWER THAN THE RAIL.
 NK0096'A MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0595 ***********************************************************************
 MG0595  DESIGNATION -  5
 MG0595  PID         -  MG0595
 MG0595  STATE/COUNTY-  IA/BENTON
 MG0595  USGS QUAD   -  NEWHALL (1968)
 MG0595
 MG0595                         *CURRENT SURVEY CONTROL
 MG0595  ___________________________________________________________________
 MG0595* NAD 83(1986)-  41 53 48.     (N)    091 56 55.     (W)     SCALED    
 MG0595* NAVD 88     -       243.43   (+/-2cm)     798.7    (feet)  VERTCON   
 MG0595  ___________________________________________________________________
 MG0595  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 MG0595
 MG0595  VERT ORDER  -  ? (See Below)
 MG0595
 MG0595.The horizontal coordinates were scaled from a topographic map and have
 MG0595.an estimated accuracy of +/- 6 seconds.
 MG0595
 MG0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0595.The vertical order pertains to the NGVD 29 superseded value.
 MG0595
 MG0595.The geoid height was determined by GEOID03.
 MG0595
 MG0595;                    North         East    Units  Estimated Accuracy
 MG0595;SPC IA N     - 1,045,240.    1,628,740.      MT  (+/- 180 meters Scaled)
 MG0595
 MG0595                          SUPERSEDED SURVEY CONTROL
 MG0595
 MG0595  NGVD 29 (??/??/92)  243.440  (m)          798.69   (f) ADJ UNCH    ?  
 MG0595
 MG0595.Superseded values are not recommended for survey control.
 MG0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0595.See file dsdata.txt to determine how the superseded data were derived.
 MG0595
 MG0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG872388(NAD 83)
 MG0595_MARKER: R = RIVET
 MG0595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0595_SP_SET: ABUTMENT
 MG0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0595
 MG0595  HISTORY     - Date     Condition        Report By
 MG0595  HISTORY     - UNK      MONUMENTED       CNWRR
 MG0595  HISTORY     - 1934     GOOD             NGS
 MG0595
 MG0595                          STATION DESCRIPTION
 MG0595
 MG0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0595'1 MI E FROM WATKINS.
 MG0595'1 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MG0595'THE STATION AT WATKINS, BENTON COUNTY, AT A BRIDGE, AND IN THE
 MG0595'NORTH END OF THE EAST ABUTMENT.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0461 ***********************************************************************
 MG0461  DESIGNATION -  5
 MG0461  PID         -  MG0461
 MG0461  STATE/COUNTY-  IA/WASHINGTON
 MG0461  USGS QUAD   -  RIVERSIDE (1983)
 MG0461
 MG0461                         *CURRENT SURVEY CONTROL
 MG0461  ___________________________________________________________________
 MG0461* NAD 83(1986)-  41 26 01.     (N)    091 32 29.     (W)     SCALED    
 MG0461* NAVD 88     -       198.501  (meters)     651.25   (feet)  ADJUSTED  
 MG0461  ___________________________________________________________________
 MG0461  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 MG0461  DYNAMIC HT  -         198.421 (meters)     650.99  (feet)  COMP
 MG0461  MODELED GRAV-     980,218.3   (mgal)                       NAVD 88
 MG0461
 MG0461  VERT ORDER  -  FIRST     CLASS II
 MG0461
 MG0461.The horizontal coordinates were scaled from a topographic map and have
 MG0461.an estimated accuracy of +/- 6 seconds.
 MG0461
 MG0461.The orthometric height was determined by differential leveling
 MG0461.and adjusted by the National Geodetic Survey in June 1991..
 MG0461
 MG0461.The geoid height was determined by GEOID03.
 MG0461
 MG0461.The dynamic height is computed by dividing the NAVD 88
 MG0461.geopotential number by the normal gravity value computed on the
 MG0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0461.degrees latitude (g = 980.6199 gals.).
 MG0461
 MG0461.The modeled gravity was interpolated from observed gravity values.
 MG0461
 MG0461;                    North         East    Units  Estimated Accuracy
 MG0461;SPC IA S     -   161,050.      663,680.      MT  (+/- 180 meters Scaled)
 MG0461
 MG0461                          SUPERSEDED SURVEY CONTROL
 MG0461
 MG0461  NGVD 29 (??/??/92)  198.542  (m)          651.38   (f) ADJ UNCH    1 2
 MG0461
 MG0461.Superseded values are not recommended for survey control.
 MG0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0461.See file dsdata.txt to determine how the superseded data were derived.
 MG0461
 MG0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF218879(NAD 83)
 MG0461_MARKER: Z = SEE DESCRIPTION
 MG0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0461_SP_SET: CULVERT
 MG0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0461+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2004
 MG0461
 MG0461  HISTORY     - Date     Condition        Report By
 MG0461  HISTORY     - 1934     MONUMENTED       IAHD
 MG0461  HISTORY     - 20040829 GOOD             GEOCAC
 MG0461
 MG0461                          STATION DESCRIPTION
 MG0461
 MG0461'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1934
 MG0461'7.2 MI N FROM RIVERSIDE.
 MG0461'7.2 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE OVERHEAD
 MG0461'CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 MG0461'AT HASKINS, AT PAVEMENT STATION 1209, AT AN 8-1/2- BY
 MG0461'4-FOOT DOUBLE CULVERT, AND IN THE TOP OF THE WEST HEADWALL.  A
 MG0461'BRONZE PLUG.
 MG0461
 MG0461                          STATION RECOVERY (2004)
 MG0461
 MG0461'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 MG0461'FOUND IN GOOD CONDITION, A SMALL BRONZE DISK CAST WITH LETTERS 'IHC
 MG0461'BM' IN CENTER OF WEST HEADWALL AT HANDHELD COORDINATES N41 26.006 W091
 MG0461'32.501.
 MG0461' 
 MG0461'CULVERT IS JUST NORTH OF A FARM FIELD DRIVEWAY, ABOUT 1/8 MILE NORTH
 MG0461'OF A LARGE CREEK. THIS SECTION OF OLD HWY 218 IS NOW A COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0177 ***********************************************************************
 MH0177  DESIGNATION -  5
 MH0177  PID         -  MH0177
 MH0177  STATE/COUNTY-  IA/TAMA
 MH0177  USGS QUAD   -  MONTOUR (1980)
 MH0177
 MH0177                         *CURRENT SURVEY CONTROL
 MH0177  ___________________________________________________________________
 MH0177* NAD 83(1986)-  41 58 48.     (N)    092 39 14.     (W)     SCALED    
 MH0177* NAVD 88     -       253.61   (+/-2cm)     832.1    (feet)  VERTCON   
 MH0177  ___________________________________________________________________
 MH0177  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 MH0177
 MH0177  VERT ORDER  -  ? (See Below)
 MH0177
 MH0177.The horizontal coordinates were scaled from a topographic map and have
 MH0177.an estimated accuracy of +/- 6 seconds.
 MH0177
 MH0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0177.The vertical order pertains to the NGVD 29 superseded value.
 MH0177
 MH0177.The geoid height was determined by GEOID03.
 MH0177
 MH0177;                    North         East    Units  Estimated Accuracy
 MH0177;SPC IA N     - 1,053,670.    1,570,120.      MT  (+/- 180 meters Scaled)
 MH0177
 MH0177                          SUPERSEDED SURVEY CONTROL
 MH0177
 MH0177  NGVD 29 (??/??/92)  253.601  (m)          832.02   (f) ADJ UNCH    ?  
 MH0177
 MH0177.Superseded values are not recommended for survey control.
 MH0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0177.See file dsdata.txt to determine how the superseded data were derived.
 MH0177
 MH0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG286476(NAD 83)
 MH0177_MARKER: R = RIVET
 MH0177_SETTING: 0 = UNSPECIFIED SETTING
 MH0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0177
 MH0177  HISTORY     - Date     Condition        Report By
 MH0177  HISTORY     - UNK      MONUMENTED       CNWRR
 MH0177  HISTORY     - 1934     GOOD             NGS
 MH0177
 MH0177                          STATION DESCRIPTION
 MH0177
 MH0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0177'3.2 MI E FROM MONTOUR.
 MH0177'3.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MH0177'THE STATION AT MONTOUR, TAMA COUNTY.  AN IRON RIVET.
 MH0177'NOTE-- NO DETAILED DESCRIPTION FOR THIS BENCH MARK IS AVAILABLE
 MH0177'AT THIS OFFICE.  ANY ONE RECOVERING AND IDENTIFYING THIS BENCH
 MH0177'MARK WILL CONFER A FAVOR BY SUBMITTING A COMPLETE DETAILED
 MH0177'DESCRIPTION TO THE DIRECTOR, U.S. COAST AND GEODETIC SURVEY,
 MH0177'WASHINGTON, D.C., MARKED FOR THE ATTENTION OF THE SERVICE OF
 MH0177'LEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0221 ***********************************************************************
 MJ0221  DESIGNATION -  5 101
 MJ0221  PID         -  MJ0221
 MJ0221  STATE/COUNTY-  IA/AUDUBON
 MJ0221  USGS QUAD   -  GRAY (1971)
 MJ0221
 MJ0221                         *CURRENT SURVEY CONTROL
 MJ0221  ___________________________________________________________________
 MJ0221* NAD 83(1986)-  41 46 33.     (N)    094 56 04.     (W)     SCALED    
 MJ0221* NAVD 88     -       425.098  (meters)    1394.68   (feet)  ADJUSTED  
 MJ0221  ___________________________________________________________________
 MJ0221  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 MJ0221  DYNAMIC HT  -         424.930 (meters)    1394.12  (feet)  COMP
 MJ0221  MODELED GRAV-     980,213.9   (mgal)                       NAVD 88
 MJ0221
 MJ0221  VERT ORDER  -  SECOND    CLASS 0
 MJ0221
 MJ0221.The horizontal coordinates were scaled from a topographic map and have
 MJ0221.an estimated accuracy of +/- 6 seconds.
 MJ0221
 MJ0221.The orthometric height was determined by differential leveling
 MJ0221.and adjusted by the National Geodetic Survey in June 1991..
 MJ0221
 MJ0221.The geoid height was determined by GEOID03.
 MJ0221
 MJ0221.The dynamic height is computed by dividing the NAVD 88
 MJ0221.geopotential number by the normal gravity value computed on the
 MJ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0221.degrees latitude (g = 980.6199 gals.).
 MJ0221
 MJ0221.The modeled gravity was interpolated from observed gravity values.
 MJ0221
 MJ0221;                    North         East    Units  Estimated Accuracy
 MJ0221;SPC IA S     -   198,190.      380,750.      MT  (+/- 180 meters Scaled)
 MJ0221
 MJ0221                          SUPERSEDED SURVEY CONTROL
 MJ0221
 MJ0221  NGVD 29 (??/??/92)  424.999  (m)         1394.35   (f) ADJ UNCH    2 0
 MJ0221
 MJ0221.Superseded values are not recommended for survey control.
 MJ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0221.See file dsdata.txt to determine how the superseded data were derived.
 MJ0221
 MJ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG392266(NAD 83)
 MJ0221_MARKER: DD = SURVEY DISK
 MJ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0221_STAMPING: 5-101
 MJ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0221+STABILITY: SURFACE MOTION
 MJ0221
 MJ0221  HISTORY     - Date     Condition        Report By
 MJ0221  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0221  HISTORY     - 1941     MARK NOT FOUND   NGS
 MJ0221
 MJ0221                          STATION DESCRIPTION
 MJ0221
 MJ0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MJ0221'0.5 MI N FROM ROSS.
 MJ0221'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MJ0221'THE STATION AT ROSS, AUDUBON COUNTY, THENCE 0.3 MILE EAST ALONG A
 MJ0221'COUNTY ROAD, AT THE SOUTHEAST CORNER OF SECTION 33 CAMERON
 MJ0221'TOWNSHIP, 56 FEET WEST OF THE FENCE CORNER, NORTH OF THE ROAD,
 MJ0221'AND 2.4 FEET SOUTH OF A FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 MJ0221'5-101 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0218 ***********************************************************************
 MJ0218  DESIGNATION -  5 14
 MJ0218  PID         -  MJ0218
 MJ0218  STATE/COUNTY-  IA/AUDUBON
 MJ0218  USGS QUAD   -  AUDUBON (1983)
 MJ0218
 MJ0218                         *CURRENT SURVEY CONTROL
 MJ0218  ___________________________________________________________________
 MJ0218* NAD 83(1986)-  41 43 34.     (N)    094 55 31.     (W)     SCALED    
 MJ0218* NAVD 88     -       418.595  (meters)    1373.34   (feet)  ADJUSTED  
 MJ0218  ___________________________________________________________________
 MJ0218  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 MJ0218  DYNAMIC HT  -         418.431 (meters)    1372.80  (feet)  COMP
 MJ0218  MODELED GRAV-     980,218.5   (mgal)                       NAVD 88
 MJ0218
 MJ0218  VERT ORDER  -  SECOND    CLASS 0
 MJ0218
 MJ0218.The horizontal coordinates were scaled from a topographic map and have
 MJ0218.an estimated accuracy of +/- 6 seconds.
 MJ0218
 MJ0218.The orthometric height was determined by differential leveling
 MJ0218.and adjusted by the National Geodetic Survey in June 1991..
 MJ0218
 MJ0218.The geoid height was determined by GEOID03.
 MJ0218
 MJ0218.The dynamic height is computed by dividing the NAVD 88
 MJ0218.geopotential number by the normal gravity value computed on the
 MJ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0218.degrees latitude (g = 980.6199 gals.).
 MJ0218
 MJ0218.The modeled gravity was interpolated from observed gravity values.
 MJ0218
 MJ0218;                    North         East    Units  Estimated Accuracy
 MJ0218;SPC IA S     -   192,660.      381,420.      MT  (+/- 180 meters Scaled)
 MJ0218
 MJ0218                          SUPERSEDED SURVEY CONTROL
 MJ0218
 MJ0218  NGVD 29 (??/??/92)  418.509  (m)         1373.06   (f) ADJ UNCH    2 0
 MJ0218
 MJ0218.Superseded values are not recommended for survey control.
 MJ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0218.See file dsdata.txt to determine how the superseded data were derived.
 MJ0218
 MJ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG398211(NAD 83)
 MJ0218_MARKER: DD = SURVEY DISK
 MJ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0218_STAMPING: 5-14
 MJ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0218+STABILITY: SURFACE MOTION
 MJ0218
 MJ0218  HISTORY     - Date     Condition        Report By
 MJ0218  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0218  HISTORY     - 1941     GOOD             NGS
 MJ0218  HISTORY     - 1969     MARK NOT FOUND   USGS
 MJ0218  HISTORY     - 1982     MARK NOT FOUND   NGS
 MJ0218
 MJ0218                          STATION DESCRIPTION
 MJ0218
 MJ0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MJ0218'AT AUDUBON.
 MJ0218'AT AUDUBON, AUDUBON COUNTY, IN SECTION 21 T 80 N, R 35 W, AT THE
 MJ0218'CEMETERY, 24 FEET EAST OF A 30-INCH ELM TREE, 30 FEET WEST OF THE
 MJ0218'EAST END OF A SIDEWALK, 10.2 FEET SOUTH OF THE SOUTH EDGE, AND
 MJ0218'2.6 FEET NORTH OF THE SOUTH PROPERTY LINE.  A STATE SURVEY STANDARD
 MJ0218'DISK, STAMPED 5-14 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MJ0218'1 INCH ABOVE GROUND.
 MJ0218
 MJ0218                          STATION RECOVERY (1969)
 MJ0218
 MJ0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MJ0218'MARK NOT FOUND.
 MJ0218
 MJ0218                          STATION RECOVERY (1982)
 MJ0218
 MJ0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MJ0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0219 ***********************************************************************
 MJ0219  DESIGNATION -  5 15
 MJ0219  PID         -  MJ0219
 MJ0219  STATE/COUNTY-  IA/AUDUBON
 MJ0219  USGS QUAD   -  AUDUBON (1983)
 MJ0219
 MJ0219                         *CURRENT SURVEY CONTROL
 MJ0219  ___________________________________________________________________
 MJ0219* NAD 83(1986)-  41 43 52.     (N)    094 55 34.     (W)     SCALED    
 MJ0219* NAVD 88     -       434.524  (meters)    1425.60   (feet)  ADJUSTED  
 MJ0219  ___________________________________________________________________
 MJ0219  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 MJ0219  DYNAMIC HT  -         434.354 (meters)    1425.04  (feet)  COMP
 MJ0219  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 MJ0219
 MJ0219  VERT ORDER  -  SECOND    CLASS 0
 MJ0219
 MJ0219.The horizontal coordinates were scaled from a topographic map and have
 MJ0219.an estimated accuracy of +/- 6 seconds.
 MJ0219
 MJ0219.The orthometric height was determined by differential leveling
 MJ0219.and adjusted by the National Geodetic Survey in June 1991..
 MJ0219
 MJ0219.The geoid height was determined by GEOID03.
 MJ0219
 MJ0219.The dynamic height is computed by dividing the NAVD 88
 MJ0219.geopotential number by the normal gravity value computed on the
 MJ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0219.degrees latitude (g = 980.6199 gals.).
 MJ0219
 MJ0219.The modeled gravity was interpolated from observed gravity values.
 MJ0219
 MJ0219;                    North         East    Units  Estimated Accuracy
 MJ0219;SPC IA S     -   193,220.      381,360.      MT  (+/- 180 meters Scaled)
 MJ0219
 MJ0219                          SUPERSEDED SURVEY CONTROL
 MJ0219
 MJ0219  NGVD 29 (??/??/92)  434.438  (m)         1425.32   (f) ADJ UNCH    2 0
 MJ0219
 MJ0219.Superseded values are not recommended for survey control.
 MJ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0219.See file dsdata.txt to determine how the superseded data were derived.
 MJ0219
 MJ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG398217(NAD 83)
 MJ0219_MARKER: DD = SURVEY DISK
 MJ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0219_STAMPING: 5-15
 MJ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0219+STABILITY: SURFACE MOTION
 MJ0219
 MJ0219  HISTORY     - Date     Condition        Report By
 MJ0219  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0219  HISTORY     - 1956     MARK NOT FOUND   NGS
 MJ0219
 MJ0219                          STATION DESCRIPTION
 MJ0219
 MJ0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MJ0219'AT AUDUBON.
 MJ0219'AT AUDUBON, AUDUBON COUNTY, NEAR THE LINE BETWEEN SECTION 16 AND
 MJ0219'SECTION 21, T 80 N, R 35 W, 312 FEET EAST OF A NORTH-AND-SOUTH
 MJ0219'STREET, AT THE SOUTH SIDE OF THE ROAD, AND 2.9 FEET NORTH OF A
 MJ0219'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 5-15 AND SET IN
 MJ0219'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3905 ***********************************************************************
 AA3905  DESIGNATION -  5 RESET
 AA3905  PID         -  AA3905
 AA3905  STATE/COUNTY-  IA/KEOKUK
 AA3905  USGS QUAD   -  RIVERSIDE (1983)
 AA3905
 AA3905                         *CURRENT SURVEY CONTROL
 AA3905  ___________________________________________________________________
 AA3905* NAD 83(1986)-  41 26 01.     (N)    091 32 29.     (W)     SCALED    
 AA3905* NAVD 88     -       198.52   (+/-2cm)     651.3    (feet)  VERTCON   
 AA3905  ___________________________________________________________________
 AA3905  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 AA3905
 AA3905  VERT ORDER  -  THIRD (See Below)
 AA3905
 AA3905.The horizontal coordinates were scaled from a topographic map and have
 AA3905.an estimated accuracy of +/- 6 seconds.
 AA3905
 AA3905.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3905.The vertical order pertains to the NGVD 29 superseded value.
 AA3905
 AA3905.The geoid height was determined by GEOID03.
 AA3905
 AA3905;                    North         East    Units  Estimated Accuracy
 AA3905;SPC IA S     -   161,050.      663,680.      MT  (+/- 180 meters Scaled)
 AA3905
 AA3905                          SUPERSEDED SURVEY CONTROL
 AA3905
 AA3905  NGVD 29 (05/12/04)  198.56   (m)          651.4    (f) RESET       3  
 AA3905
 AA3905.Superseded values are not recommended for survey control.
 AA3905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3905.See file dsdata.txt to determine how the superseded data were derived.
 AA3905
 AA3905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF218879(NAD 83)
 AA3905_MARKER: DV = VERTICAL CONTROL DISK
 AA3905_SETTING: 0 = UNSPECIFIED SETTING
 AA3905_STAMPING: NO 5 RESET 1975
 AA3905_MARK LOGO: NGS   
 AA3905_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3905
 AA3905  HISTORY     - Date     Condition        Report By
 AA3905  HISTORY     - 1975     MONUMENTED       NGS
 AA3905  HISTORY     - 20050625 GOOD             GEOCAC
 AA3905
 AA3905                          STATION DESCRIPTION
 AA3905
 AA3905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 AA3905'2.6 MILES (4.2 KM) WEST ALONG STATE HIGHWAY 149 FROM THE RAILROAD
 AA3905'CROSSING AND STATION IN HEDRICK, 130.80 FEET (39.87 M) AND ON A LINE
 AA3905'ABOUT 10 DEGREES SOUTHWEST FROM THE ORIGINAL MARK, 3.2 FEET (1.0 M)
 AA3905'EAST OF A POWER POLE, 1 FOOT (0.3 M) WEST OF A METAL WITNESS POST, ON
 AA3905'THE SOUTH RIGHT-OF-WAY OF HIGHWAY 149 AND DUE SOUTH OF THE SOUTHEAST
 AA3905'CORNER OF A FARM HOUSE OWNED BY MR F B DINNITT, SET FLUSH WITH THE
 AA3905'GROUND SURFACE.
 AA3905
 AA3905                          STATION RECOVERY (2005)
 AA3905
 AA3905'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 AA3905'FROM MAIN ST IN HEDRICK 2.6 MILES WEST ON HWY 149, DUE SOUTH OF
 AA3905'SOUTHEAST CORNER OF HOUSE AT ADDRESS 12801, 76.5 FEET SOUTH OF HWY
 AA3905'CENTER, 30 FEET SOUTH SOUTHEAST OF AN ORANGE POST AT END OF A CULVERT,
 AA3905'12 FEET SOUTH AND 1.5  FOOT EAST OF HIGHWAY STATION POST 150, 9.4 FEET
 AA3905'SOUTH SOUTHEAST OF A POWER POLE.
 AA3905' 
 AA3905'DISK IS 1 FOOT WEST OF A BROKEN WITNESS POST, AND 2 INCHES BELOW THE
 AA3905'SURFACE.  NGS AND STATE SURVEY ALUMINUM DISK WITH RAISED CENTER
 AA3905'STAMPED NO. 5  RESET 1975
 AA3905' 
 AA3905'HANDHELD COORDINATES N41 10 34.9 W092 21 27.5, ELEVATION 814 FEET,
 AA3905'ABOVE ROAD ELEVATION BY 2 TO 3 FEET.  TOPO MAP SHOWS ELEVATIONS OVER
 AA3905'800 FEET IN THE GENERAL VICINITY.
 AA3905' 
 AA3905'THE LISTED COORDINATES ARE FOR MG0461 DESIGNATION 5 IN WASHINGTON
 AA3905'COUNTY AND THE LISTED ELEVATION MAY BE DERIVED FROM THAT MARK AS IT IS
 AA3905'UNREASONABLE FOR THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0452 ***********************************************************************
 NJ0452  DESIGNATION -  500 CHECK POST
 NJ0452  PID         -  NJ0452
 NJ0452  STATE/COUNTY-  IA/CLAYTON
 NJ0452  USGS QUAD   -  GUTTENBERG (1978)
 NJ0452
 NJ0452                         *CURRENT SURVEY CONTROL
 NJ0452  ___________________________________________________________________
 NJ0452* NAD 83(1986)-  42 47 08.     (N)    091 05 48.     (W)     SCALED    
 NJ0452* NAVD 88     -       190.308  (meters)     624.37   (feet)  ADJUSTED  
 NJ0452  ___________________________________________________________________
 NJ0452  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NJ0452  DYNAMIC HT  -         190.257 (meters)     624.20  (feet)  COMP
 NJ0452  MODELED GRAV-     980,346.2   (mgal)                       NAVD 88
 NJ0452
 NJ0452  VERT ORDER  -  FIRST     CLASS I
 NJ0452
 NJ0452.The horizontal coordinates were scaled from a topographic map and have
 NJ0452.an estimated accuracy of +/- 6 seconds.
 NJ0452
 NJ0452.The orthometric height was determined by differential leveling
 NJ0452.and adjusted by the National Geodetic Survey in June 1991..
 NJ0452
 NJ0452.The geoid height was determined by GEOID03.
 NJ0452
 NJ0452.The dynamic height is computed by dividing the NAVD 88
 NJ0452.geopotential number by the normal gravity value computed on the
 NJ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0452.degrees latitude (g = 980.6199 gals.).
 NJ0452
 NJ0452.The modeled gravity was interpolated from observed gravity values.
 NJ0452
 NJ0452;                    North         East    Units  Estimated Accuracy
 NJ0452;SPC IA N     - 1,145,590.    1,696,610.      MT  (+/- 180 meters Scaled)
 NJ0452
 NJ0452                          SUPERSEDED SURVEY CONTROL
 NJ0452
 NJ0452  NGVD 29 (??/??/92)  190.355  (m)          624.52   (f) ADJ UNCH    1 1
 NJ0452
 NJ0452.Superseded values are not recommended for survey control.
 NJ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0452.See file dsdata.txt to determine how the superseded data were derived.
 NJ0452
 NJ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH556387(NAD 83)
 NJ0452_MARKER: Z = SEE DESCRIPTION
 NJ0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0452_SP_SET: BOLLARD
 NJ0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0452
 NJ0452  HISTORY     - Date     Condition        Report By
 NJ0452  HISTORY     - UNK      MONUMENTED       DOD
 NJ0452  HISTORY     - 1970     GOOD             NGS
 NJ0452  HISTORY     - 19950503 GOOD             USPSQD
 NJ0452
 NJ0452                          STATION DESCRIPTION
 NJ0452
 NJ0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0452'AT GUTTENBERG.
 NJ0452'AT GUTTENBERG, AT LOCK AND DAM NUMBER 10, AT THE NORTHEAST
 NJ0452'CORNER OF THE CENTRAL CONTROL BUILDING FOR THE LOCK AND DAM,
 NJ0452'59.0 FEET NORTH OF BENCH MARK U 179, AND IS THE TOP OF THE
 NJ0452'METAL BOLLARD.  SECTION 17, T 12N, R 2W.
 NJ0452
 NJ0452                          STATION RECOVERY (1995)
 NJ0452
 NJ0452'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0128 ***********************************************************************
 MH0128  DESIGNATION -  51
 MH0128  PID         -  MH0128
 MH0128  STATE/COUNTY-  IA/WAPELLO
 MH0128  USGS QUAD   -  KIRKVILLE (1968)
 MH0128
 MH0128                         *CURRENT SURVEY CONTROL
 MH0128  ___________________________________________________________________
 MH0128* NAD 83(1986)-  41 07 45.     (N)    092 34 45.     (W)     SCALED    
 MH0128* NAVD 88     -       209.364  (meters)     686.89   (feet)  ADJUSTED  
 MH0128  ___________________________________________________________________
 MH0128  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 MH0128  DYNAMIC HT  -         209.271 (meters)     686.58  (feet)  COMP
 MH0128  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 MH0128
 MH0128  VERT ORDER  -  FIRST     CLASS II
 MH0128
 MH0128.The horizontal coordinates were scaled from a topographic map and have
 MH0128.an estimated accuracy of +/- 6 seconds.
 MH0128
 MH0128.The orthometric height was determined by differential leveling
 MH0128.and adjusted by the National Geodetic Survey in June 1991..
 MH0128
 MH0128.The geoid height was determined by GEOID03.
 MH0128
 MH0128.The dynamic height is computed by dividing the NAVD 88
 MH0128.geopotential number by the normal gravity value computed on the
 MH0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0128.degrees latitude (g = 980.6199 gals.).
 MH0128
 MH0128.The modeled gravity was interpolated from observed gravity values.
 MH0128
 MH0128;                    North         East    Units  Estimated Accuracy
 MH0128;SPC IA S     -   125,800.      577,320.      MT  (+/- 180 meters Scaled)
 MH0128
 MH0128                          SUPERSEDED SURVEY CONTROL
 MH0128
 MH0128  NGVD 29 (??/??/92)  209.348  (m)          686.84   (f) ADJ UNCH    1 2
 MH0128
 MH0128.Superseded values are not recommended for survey control.
 MH0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0128.See file dsdata.txt to determine how the superseded data were derived.
 MH0128
 MH0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF353531(NAD 83)
 MH0128_MARKER: Z = SEE DESCRIPTION
 MH0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0128_SP_SET: RAIL
 MH0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0128
 MH0128  HISTORY     - Date     Condition        Report By
 MH0128  HISTORY     - UNK      MONUMENTED       DOD
 MH0128  HISTORY     - 1934     GOOD             NGS
 MH0128
 MH0128                          STATION DESCRIPTION
 MH0128
 MH0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0128'4 MI SE FROM EDDYVILLE.
 MH0128'4.0 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0128'RAILWAY FROM EDDYVILLE, WAPELLO COUNTY, 270 FEET NORTHWEST OF A
 MH0128'FARM ROAD CROSSING, AT MILEPOST 88, MIDWAY BETWEEN POWERLINE POLES
 MH0128'69 AND 70, AND 8 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.
 MH0128'THE TOP OF A SECTION OF RAIL SET VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0524 ***********************************************************************
 MG0524  DESIGNATION -  51
 MG0524  PID         -  MG0524
 MG0524  STATE/COUNTY-  IA/JOHNSON
 MG0524  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0524
 MG0524                         *CURRENT SURVEY CONTROL
 MG0524  ___________________________________________________________________
 MG0524* NAD 83(1986)-  41 39 01.     (N)    091 32 25.     (W)     SCALED    
 MG0524* NAVD 88     -       197.404  (meters)     647.65   (feet)  ADJUSTED  
 MG0524  ___________________________________________________________________
 MG0524  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MG0524  DYNAMIC HT  -         197.329 (meters)     647.40  (feet)  COMP
 MG0524  MODELED GRAV-     980,237.4   (mgal)                       NAVD 88
 MG0524
 MG0524  VERT ORDER  -  FIRST     CLASS II
 MG0524
 MG0524.The horizontal coordinates were scaled from a topographic map and have
 MG0524.an estimated accuracy of +/- 6 seconds.
 MG0524
 MG0524.The orthometric height was determined by differential leveling
 MG0524.and adjusted by the National Geodetic Survey in June 1991..
 MG0524
 MG0524.The geoid height was determined by GEOID03.
 MG0524
 MG0524.The dynamic height is computed by dividing the NAVD 88
 MG0524.geopotential number by the normal gravity value computed on the
 MG0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0524.degrees latitude (g = 980.6199 gals.).
 MG0524
 MG0524.The modeled gravity was interpolated from observed gravity values.
 MG0524
 MG0524;                    North         East    Units  Estimated Accuracy
 MG0524;SPC IA S     -   185,100.      663,230.      MT  (+/- 180 meters Scaled)
 MG0524
 MG0524                          SUPERSEDED SURVEY CONTROL
 MG0524
 MG0524  NGVD 29 (??/??/92)  197.440  (m)          647.77   (f) ADJ UNCH    1 2
 MG0524
 MG0524.Superseded values are not recommended for survey control.
 MG0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0524.See file dsdata.txt to determine how the superseded data were derived.
 MG0524
 MG0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG215119(NAD 83)
 MG0524_MARKER: DD = SURVEY DISK
 MG0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0524_STAMPING: 51
 MG0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0524+STABILITY: SURFACE MOTION
 MG0524
 MG0524  HISTORY     - Date     Condition        Report By
 MG0524  HISTORY     - UNK      MONUMENTED       IASUNI
 MG0524  HISTORY     - 1935     GOOD             IAGS
 MG0524  HISTORY     - 1964     MARK NOT FOUND   USGS
 MG0524  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0524
 MG0524                          STATION DESCRIPTION
 MG0524
 MG0524'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0524'AT IOWA CITY.
 MG0524'AT IOWA CITY, JOHNSON COUNTY, AT THE INTERSECTION OF RIVERSIDE
 MG0524'DRIVE AND BENTON STREET, 18.4 FEET NORTH OF THE PROLONGATION
 MG0524'OF THE CENTERLINE OF THE BENTON STREET PAVEMENT, AND 19 FEET WEST
 MG0524'OF THE CENTERLINE OF THE RIVERSIDE DRIVE PAVEMENT.  A STATE
 MG0524'UNIVERSITY OF IOWA STANDARD DISK, STAMPED 51 AND SET IN THE TOP
 MG0524'OF A CONCRETE POST.  NOTE-- ASSUMED DESTROYED BY ROAD CONSTRUCTION.
 MG0524
 MG0524                          STATION RECOVERY (1964)
 MG0524
 MG0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MG0524'MARK NOT FOUND.
 MG0524
 MG0524                          STATION RECOVERY (1998)
 MG0524
 MG0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0524'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 MG0524'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0127 ***********************************************************************
 MH0127  DESIGNATION -  52
 MH0127  PID         -  MH0127
 MH0127  STATE/COUNTY-  IA/WAPELLO
 MH0127  USGS QUAD   -  KIRKVILLE (1968)
 MH0127
 MH0127                         *CURRENT SURVEY CONTROL
 MH0127  ___________________________________________________________________
 MH0127* NAD 83(1986)-  41 08 10.     (N)    092 35 47.     (W)     SCALED    
 MH0127* NAVD 88     -       204.287  (meters)     670.23   (feet)  ADJUSTED  
 MH0127  ___________________________________________________________________
 MH0127  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 MH0127  DYNAMIC HT  -         204.196 (meters)     669.93  (feet)  COMP
 MH0127  MODELED GRAV-     980,174.3   (mgal)                       NAVD 88
 MH0127
 MH0127  VERT ORDER  -  FIRST     CLASS II
 MH0127
 MH0127.The horizontal coordinates were scaled from a topographic map and have
 MH0127.an estimated accuracy of +/- 6 seconds.
 MH0127
 MH0127.The orthometric height was determined by differential leveling
 MH0127.and adjusted by the National Geodetic Survey in June 1991..
 MH0127
 MH0127.The geoid height was determined by GEOID03.
 MH0127
 MH0127.The dynamic height is computed by dividing the NAVD 88
 MH0127.geopotential number by the normal gravity value computed on the
 MH0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0127.degrees latitude (g = 980.6199 gals.).
 MH0127
 MH0127.The modeled gravity was interpolated from observed gravity values.
 MH0127
 MH0127;                    North         East    Units  Estimated Accuracy
 MH0127;SPC IA S     -   126,560.      575,860.      MT  (+/- 180 meters Scaled)
 MH0127
 MH0127                          SUPERSEDED SURVEY CONTROL
 MH0127
 MH0127  NGVD 29 (??/??/92)  204.272  (m)          670.18   (f) ADJ UNCH    1 2
 MH0127
 MH0127.Superseded values are not recommended for survey control.
 MH0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0127.See file dsdata.txt to determine how the superseded data were derived.
 MH0127
 MH0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF338539(NAD 83)
 MH0127_MARKER: Z = SEE DESCRIPTION
 MH0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0127_SP_SET: RAIL
 MH0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0127
 MH0127  HISTORY     - Date     Condition        Report By
 MH0127  HISTORY     - UNK      MONUMENTED       DOD
 MH0127  HISTORY     - 1934     GOOD             NGS
 MH0127
 MH0127                          STATION DESCRIPTION
 MH0127
 MH0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0127'3 MI SE FROM EDDYVILLE.
 MH0127'3.0 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0127'RAILWAY FROM EDDYVILLE, WAPELLO COUNTY, 1,000 FEET SOUTHEAST OF A
 MH0127'ROAD CROSSING, AT MILEPOST 89, AT POWERLINE POLE 52, 22 FEET
 MH0127'SOUTHEAST OF A WHISTLE POST, AND 8 FEET NORTH OF THE CENTERLINE
 MH0127'OF THE TRACK.  A CROSS ON THE TOP OF A SECTION OF RAIL SET
 MH0127'VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0546 ***********************************************************************
 MG0546  DESIGNATION -  52 1
 MG0546  PID         -  MG0546
 MG0546  STATE/COUNTY-  IA/JOHNSON
 MG0546  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0546
 MG0546                         *CURRENT SURVEY CONTROL
 MG0546  ___________________________________________________________________
 MG0546* NAD 83(1986)-  41 43 18.     (N)    091 34 02.     (W)     SCALED    
 MG0546* NAVD 88     -       255.267  (meters)     837.49   (feet)  ADJUSTED  
 MG0546  ___________________________________________________________________
 MG0546  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 MG0546  DYNAMIC HT  -         255.169 (meters)     837.17  (feet)  COMP
 MG0546  MODELED GRAV-     980,234.6   (mgal)                       NAVD 88
 MG0546
 MG0546  VERT ORDER  -  FIRST     CLASS II
 MG0546
 MG0546.The horizontal coordinates were scaled from a topographic map and have
 MG0546.an estimated accuracy of +/- 6 seconds.
 MG0546
 MG0546.The orthometric height was determined by differential leveling
 MG0546.and adjusted by the National Geodetic Survey in June 1991..
 MG0546
 MG0546.The geoid height was determined by GEOID03.
 MG0546
 MG0546.The dynamic height is computed by dividing the NAVD 88
 MG0546.geopotential number by the normal gravity value computed on the
 MG0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0546.degrees latitude (g = 980.6199 gals.).
 MG0546
 MG0546.The modeled gravity was interpolated from observed gravity values.
 MG0546
 MG0546;                    North         East    Units  Estimated Accuracy
 MG0546;SPC IA S     -   192,980.      660,810.      MT  (+/- 180 meters Scaled)
 MG0546
 MG0546                          SUPERSEDED SURVEY CONTROL
 MG0546
 MG0546  NGVD 29 (??/??/92)  255.299  (m)          837.59   (f) ADJ UNCH    1 2
 MG0546
 MG0546.Superseded values are not recommended for survey control.
 MG0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0546.See file dsdata.txt to determine how the superseded data were derived.
 MG0546
 MG0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG191198(NAD 83)
 MG0546_MARKER: DB = BENCH MARK DISK
 MG0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0546_STAMPING: 52-1
 MG0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0546+STABILITY: SURFACE MOTION
 MG0546
 MG0546  HISTORY     - Date     Condition        Report By
 MG0546  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0546  HISTORY     - 1964     MARK NOT FOUND   NGS
 MG0546
 MG0546                          STATION DESCRIPTION
 MG0546
 MG0546'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0546'3.8 MI N FROM CORALVILLE.
 MG0546'3-3/4 MILES NORTH ALONG A COUNTY ROAD FROM THE JUNCTION OF U.S.
 MG0546'HIGHWAY 6 AT CORALVILLE, JOHNSON COUNTY, 800 FEET EAST OF THE CENTER
 MG0546'OF SEC. 20, T.80 N., R.6 W., AT THE JUNCTION OF A T-ROAD LEADING
 MG0546'WEST, 115 FEET SOUTH 40 DEG EAST OF A NAIL IN THE BLAZE ON THE SOUTH
 MG0546'SIDE OF A 30-INCH OAK TREE 20 FEET EAST OF THE CENTERLINE OF
 MG0546'THE ROAD, 78.2 FEET NORTH 50 DEG EAST OF A NAIL IN THE BLAZE ON
 MG0546'THE EAST SIDE OF A 14-INCH HICKORY TREE 46 FEET SOUTHWEST OF THE
 MG0546'CENTERLINE OF THE ROAD, 75.5 FEET NORTH 20 DEG EAST OF A NAIL IN
 MG0546'THE BLAZE ON THE NORTHEAST SIDE OF A 10-INCH HICKORY TREE 32 FEET
 MG0546'SOUTH WEST OF THE CENTERLINE OF THE ROAD, AND 46 FEET SOUTHWEST
 MG0546'OF THE CENTERLINE OF THE ROAD.  A STATE SURVEY STANDARD DISK,
 MG0546'STAMPED 52-1 AND SET IN THE TOP OF A CONCRETE POST.
 MG0546
 MG0546                          STATION RECOVERY (1964)
 MG0546
 MG0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0537 ***********************************************************************
 MG0537  DESIGNATION -  52 10
 MG0537  PID         -  MG0537
 MG0537  STATE/COUNTY-  IA/JOHNSON
 MG0537  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0537
 MG0537                         *CURRENT SURVEY CONTROL
 MG0537  ___________________________________________________________________
 MG0537* NAD 83(1986)-  41 40 28.     (N)    091 33 56.     (W)     SCALED    
 MG0537* NAVD 88     -       200.083  (meters)     656.44   (feet)  ADJUSTED  
 MG0537  ___________________________________________________________________
 MG0537  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 MG0537  DYNAMIC HT  -         200.006 (meters)     656.19  (feet)  COMP
 MG0537  MODELED GRAV-     980,235.5   (mgal)                       NAVD 88
 MG0537
 MG0537  VERT ORDER  -  FIRST     CLASS II
 MG0537
 MG0537.The horizontal coordinates were scaled from a topographic map and have
 MG0537.an estimated accuracy of +/- 6 seconds.
 MG0537
 MG0537.The orthometric height was determined by differential leveling
 MG0537.and adjusted by the National Geodetic Survey in June 1991..
 MG0537
 MG0537.The geoid height was determined by GEOID03.
 MG0537
 MG0537.The dynamic height is computed by dividing the NAVD 88
 MG0537.geopotential number by the normal gravity value computed on the
 MG0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0537.degrees latitude (g = 980.6199 gals.).
 MG0537
 MG0537.The modeled gravity was interpolated from observed gravity values.
 MG0537
 MG0537;                    North         East    Units  Estimated Accuracy
 MG0537;SPC IA S     -   187,740.      661,070.      MT  (+/- 180 meters Scaled)
 MG0537
 MG0537                          SUPERSEDED SURVEY CONTROL
 MG0537
 MG0537  NGVD 29 (??/??/92)  200.116  (m)          656.55   (f) ADJ UNCH    1 2
 MG0537
 MG0537.Superseded values are not recommended for survey control.
 MG0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0537.See file dsdata.txt to determine how the superseded data were derived.
 MG0537
 MG0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG194146(NAD 83)
 MG0537_MARKER: DD = SURVEY DISK
 MG0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0537_STAMPING: 52-10
 MG0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0537+STABILITY: SURFACE MOTION
 MG0537
 MG0537  HISTORY     - Date     Condition        Report By
 MG0537  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0537  HISTORY     - 1935     GOOD             IAGS
 MG0537
 MG0537                          STATION DESCRIPTION
 MG0537
 MG0537'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0537'AT CORALVILLE.
 MG0537'AT CORALVILLE, JOHNSON COUNTY, 290 FEET NORTHEAST OF THE JUNCTION
 MG0537'OF U.S. HIGHWAY 6 AND A COUNTY ROAD LEADING NORTH, IN SEC. 5, T.
 MG0537'79 N., R.6 W., 118 FEET NORTH 60 DEG WEST OF THE END OF A HANDRAIL
 MG0537'ON A RETAINING WALL, 75.2 FEET EAST OF A FIRE HYDRANT, 59.2 FEET
 MG0537'NORTH 55 DEG WEST OF A NAIL IN THE NORTH SIDE OF A 36-INCH ELM TREE,
 MG0537'AND 7.7 FEET SOUTH 60 DEG EAST OF A NAIL IN THE SOUTH SIDE OF A
 MG0537'36-INCH ELM TREE.  A STATE SURVEY STANDARD DISK STAMPED 52-10 AND
 MG0537'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0545 ***********************************************************************
 MG0545  DESIGNATION -  52 2
 MG0545  PID         -  MG0545
 MG0545  STATE/COUNTY-  IA/JOHNSON
 MG0545  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0545
 MG0545                         *CURRENT SURVEY CONTROL
 MG0545  ___________________________________________________________________
 MG0545* NAD 83(1986)-  41 43 02.     (N)    091 33 48.     (W)     SCALED    
 MG0545* NAVD 88     -       247.222  (meters)     811.09   (feet)  ADJUSTED  
 MG0545  ___________________________________________________________________
 MG0545  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 MG0545  DYNAMIC HT  -         247.127 (meters)     810.78  (feet)  COMP
 MG0545  MODELED GRAV-     980,234.7   (mgal)                       NAVD 88
 MG0545
 MG0545  VERT ORDER  -  FIRST     CLASS II
 MG0545
 MG0545.The horizontal coordinates were scaled from a topographic map and have
 MG0545.an estimated accuracy of +/- 6 seconds.
 MG0545
 MG0545.The orthometric height was determined by differential leveling
 MG0545.and adjusted by the National Geodetic Survey in June 1991..
 MG0545
 MG0545.The geoid height was determined by GEOID03.
 MG0545
 MG0545.The dynamic height is computed by dividing the NAVD 88
 MG0545.geopotential number by the normal gravity value computed on the
 MG0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0545.degrees latitude (g = 980.6199 gals.).
 MG0545
 MG0545.The modeled gravity was interpolated from observed gravity values.
 MG0545
 MG0545;                    North         East    Units  Estimated Accuracy
 MG0545;SPC IA S     -   192,490.      661,150.      MT  (+/- 180 meters Scaled)
 MG0545
 MG0545                          SUPERSEDED SURVEY CONTROL
 MG0545
 MG0545  NGVD 29 (??/??/92)  247.254  (m)          811.20   (f) ADJ UNCH    1 2
 MG0545
 MG0545.Superseded values are not recommended for survey control.
 MG0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0545.See file dsdata.txt to determine how the superseded data were derived.
 MG0545
 MG0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG195193(NAD 83)
 MG0545_MARKER: DD = SURVEY DISK
 MG0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0545_STAMPING: 52-2
 MG0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0545+STABILITY: SURFACE MOTION
 MG0545
 MG0545  HISTORY     - Date     Condition        Report By
 MG0545  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0545  HISTORY     - 1964     MARK NOT FOUND   NGS
 MG0545
 MG0545                          STATION DESCRIPTION
 MG0545
 MG0545'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0545'3.2 MI N FROM CORALVILLE.
 MG0545'3-1/4 MILES NORTH ALONG A COUNTY ROAD FROM THE JUNCTION OF U.S.
 MG0545'HIGHWAY 6 AT CORALVILLE, JOHNSON COUNTY, 640 FEET WEST AND 1,100
 MG0545'FEET NORTH OF THE SOUTHEAST CORNER OF SEC. 20, T.80 N., R.6 W.,
 MG0545'359 FEET NORTH 35 DEG EAST OF THE NORTHEAST CORNER OF THE
 MG0545'FOUNDATION OF THE BESDEK FARMHOUSE, 314 FEET SOUTH 25 DEG EAST OF
 MG0545'A NAIL IN THE BLAZE ON THE SOUTH SIDE OF A 36-INCH OAK TREE,
 MG0545'90 FEET SOUTH 30 DEG WEST OF A ROAD JUNCTION, 24.4 FEET NORTH 30 DEG
 MG0545'WEST OF A REINFORCING ROD IN A CONCRETE POST 20 FEET WEST OF THE
 MG0545'CENTERLINE OF THE ROAD, 8.3 FEET SOUTH 75 DEG WEST OF ANOTHER
 MG0545'REINFORCING ROD IN A CONCRETE POST 20 FEET WEST OF THE CENTERLINE
 MG0545'OF THE ROAD, AND 12 INCHES UNDER GROUND.  A STATE SURVEY STANDARD
 MG0545'DISK, STAMPED 52-2 AND SET IN THE TOP OF A CONCRETE POST.
 MG0545
 MG0545                          STATION RECOVERY (1964)
 MG0545
 MG0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0511 ***********************************************************************
 MG0511  DESIGNATION -  52 200
 MG0511  PID         -  MG0511
 MG0511  STATE/COUNTY-  IA/JOHNSON
 MG0511  USGS QUAD   -  HILLS (1983)
 MG0511
 MG0511                         *CURRENT SURVEY CONTROL
 MG0511  ___________________________________________________________________
 MG0511* NAD 83(1986)-  41 31 31.     (N)    091 32 35.     (W)     SCALED    
 MG0511* NAVD 88     -       193.718  (meters)     635.56   (feet)  ADJUSTED  
 MG0511  ___________________________________________________________________
 MG0511  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 MG0511  DYNAMIC HT  -         193.643 (meters)     635.31  (feet)  COMP
 MG0511  MODELED GRAV-     980,228.4   (mgal)                       NAVD 88
 MG0511
 MG0511  VERT ORDER  -  FIRST     CLASS II
 MG0511
 MG0511.The horizontal coordinates were scaled from a topographic map and have
 MG0511.an estimated accuracy of +/- 6 seconds.
 MG0511
 MG0511.The orthometric height was determined by differential leveling
 MG0511.and adjusted by the National Geodetic Survey in June 1991..
 MG0511
 MG0511.The geoid height was determined by GEOID03.
 MG0511
 MG0511.The dynamic height is computed by dividing the NAVD 88
 MG0511.geopotential number by the normal gravity value computed on the
 MG0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0511.degrees latitude (g = 980.6199 gals.).
 MG0511
 MG0511.The modeled gravity was interpolated from observed gravity values.
 MG0511
 MG0511;                    North         East    Units  Estimated Accuracy
 MG0511;SPC IA S     -   171,220.      663,310.      MT  (+/- 180 meters Scaled)
 MG0511
 MG0511                          SUPERSEDED SURVEY CONTROL
 MG0511
 MG0511  NGVD 29 (??/??/92)  193.756  (m)          635.68   (f) ADJ UNCH    1 2
 MG0511
 MG0511.Superseded values are not recommended for survey control.
 MG0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0511.See file dsdata.txt to determine how the superseded data were derived.
 MG0511
 MG0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF215980(NAD 83)
 MG0511_MARKER: DD = SURVEY DISK
 MG0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0511_SP_SET: ABUTMENT
 MG0511_STAMPING: 52-200
 MG0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0511+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2002
 MG0511
 MG0511  HISTORY     - Date     Condition        Report By
 MG0511  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0511  HISTORY     - 1935     GOOD             IAGS
 MG0511  HISTORY     - 19950414 GOOD             USPSQD
 MG0511  HISTORY     - 20020308 GOOD             JCLS
 MG0511  HISTORY     - 20020315 GOOD             JCLS
 MG0511  HISTORY     - 20021010 GOOD             JCLS
 MG0511  HISTORY     - 20031105 GOOD             JCLS
 MG0511  HISTORY     - 20051009 GOOD             GEOCAC
 MG0511
 MG0511                          STATION DESCRIPTION
 MG0511
 MG0511'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0511'2 MI S FROM HILLS.
 MG0511'2 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE JUNCTION OF COUNTY
 MG0511'ROAD G AT HILLS, JOHNSON COUNTY, 1 MILE NORTH OF THE
 MG0511'WASHINGTON-JOHNSON COUNTY LINE, NEAR THE NORTHEAST CORNER OF SEC.
 MG0511'33, T. 78 N., R. 6 W., AT PAVEMENT STATION 1365+27, AT A CONCRETE
 MG0511'BRIDGE, AND IN THE TOP OF THE SOUTHWEST ABUTMENT.  A STATE SURVEY
 MG0511'STANDARD DISK, STAMPED 52-200.
 MG0511
 MG0511                          STATION RECOVERY (1995)
 MG0511
 MG0511'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0511'RECOVERED IN GOOD CONDITION.
 MG0511
 MG0511                          STATION RECOVERY (2002)
 MG0511
 MG0511'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 MG0511'DESCRIPTION IS ADEQUATE
 MG0511
 MG0511                          STATION RECOVERY (2002)
 MG0511
 MG0511'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MG0511'RECOVERED IN GOOD CONDITION.
 MG0511
 MG0511                          STATION RECOVERY (2002)
 MG0511
 MG0511'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MG0511'RECOVERED IN GOOD CONDITION.
 MG0511
 MG0511                          STATION RECOVERY (2003)
 MG0511
 MG0511'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 MG0511'RECOVERED IN GOOD CONDITION.
 MG0511
 MG0511                          STATION RECOVERY (2005)
 MG0511
 MG0511'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0511'ABOUT 290 FEET SOUTH OF 565TH STREET ON OLD 218 WHICH IS NOW JOHNSON
 MG0511'COUNTY W64 AND ALSO OAK CREST HILL RD, ON SW ABUTMENT OF BRIDGE 5282.3
 MG0511'BELOW ROAD LEVEL. HANDHELD COORDINATES N41 31 31.2 W091 32 35.0, SKY
 MG0511'VISIBILITY SOMEWHAT OBSCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0513 ***********************************************************************
 MG0513  DESIGNATION -  52 201
 MG0513  PID         -  MG0513
 MG0513  STATE/COUNTY-  IA/JOHNSON
 MG0513  USGS QUAD   -  HILLS (1983)
 MG0513
 MG0513                         *CURRENT SURVEY CONTROL
 MG0513  ___________________________________________________________________
 MG0513* NAD 83(1986)-  41 33 47.     (N)    091 32 29.     (W)     SCALED    
 MG0513* NAVD 88     -       193.964  (meters)     636.36   (feet)  ADJUSTED  
 MG0513  ___________________________________________________________________
 MG0513  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MG0513  DYNAMIC HT  -         193.889 (meters)     636.12  (feet)  COMP
 MG0513  MODELED GRAV-     980,232.5   (mgal)                       NAVD 88
 MG0513
 MG0513  VERT ORDER  -  FIRST     CLASS II
 MG0513
 MG0513.The horizontal coordinates were scaled from a topographic map and have
 MG0513.an estimated accuracy of +/- 6 seconds.
 MG0513
 MG0513.The orthometric height was determined by differential leveling
 MG0513.and adjusted by the National Geodetic Survey in June 1991..
 MG0513
 MG0513.The geoid height was determined by GEOID03.
 MG0513
 MG0513.The dynamic height is computed by dividing the NAVD 88
 MG0513.geopotential number by the normal gravity value computed on the
 MG0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0513.degrees latitude (g = 980.6199 gals.).
 MG0513
 MG0513.The modeled gravity was interpolated from observed gravity values.
 MG0513
 MG0513;                    North         East    Units  Estimated Accuracy
 MG0513;SPC IA S     -   175,420.      663,360.      MT  (+/- 180 meters Scaled)
 MG0513
 MG0513                          SUPERSEDED SURVEY CONTROL
 MG0513
 MG0513  NGVD 29 (??/??/92)  194.002  (m)          636.49   (f) ADJ UNCH    1 2
 MG0513
 MG0513.Superseded values are not recommended for survey control.
 MG0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0513.See file dsdata.txt to determine how the superseded data were derived.
 MG0513
 MG0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG216022(NAD 83)
 MG0513_MARKER: DD = SURVEY DISK
 MG0513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0513_SP_SET: ABUTMENT
 MG0513_STAMPING: 52-201
 MG0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0513
 MG0513  HISTORY     - Date     Condition        Report By
 MG0513  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0513  HISTORY     - 1935     GOOD             IAHD
 MG0513  HISTORY     - 19950414 POOR             USPSQD
 MG0513  HISTORY     - 20051009 MARK NOT FOUND   GEOCAC
 MG0513
 MG0513                          STATION DESCRIPTION
 MG0513
 MG0513'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1935
 MG0513'0.6 MI N FROM HILLS.
 MG0513'0.6 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE JUNCTION OF
 MG0513'COUNTY ROAD G AT HILLS, JOHNSON COUNTY, IN THE NORTHEAST QUARTER
 MG0513'OF SEC. 16, T. 78 N., R. 6 W., AT PAVEMENT STATION 1504+31,
 MG0513'AND IN THE SOUTHWEST ABUTMENT OF A CONCRETE BRIDGE.  A STATE
 MG0513'SURVEY STANDARD DISK, STAMPED 52-201.
 MG0513
 MG0513                          STATION RECOVERY (1995)
 MG0513
 MG0513'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0513'MARK RECOVERED IN POOR CONDITION.
 MG0513
 MG0513                          STATION RECOVERY (2005)
 MG0513
 MG0513'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0513'OLD 218 IS NOW OAK CREST HILL RD AND ALSO JOHNSON COUNTY W64. NO
 MG0513'BRIDGE FOUND IN VICINITY. NEAR COORDINATES IS A TRIPLE BOX CULVERT
 MG0513'WITH NEWER PAVEMENT OVER IT. NO EVIDENCE OF AN ABUTMENT WAS FOUND.
 MG0513'MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0514 ***********************************************************************
 MG0514  DESIGNATION -  52 202
 MG0514  PID         -  MG0514
 MG0514  STATE/COUNTY-  IA/JOHNSON
 MG0514  USGS QUAD   -  HILLS (1983)
 MG0514
 MG0514                         *CURRENT SURVEY CONTROL
 MG0514  ___________________________________________________________________
 MG0514* NAD 83(1986)-  41 35 12.     (N)    091 32 30.     (W)     SCALED    
 MG0514* NAVD 88     -       211.359  (meters)     693.43   (feet)  ADJUSTED  
 MG0514  ___________________________________________________________________
 MG0514  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 MG0514  DYNAMIC HT  -         211.277 (meters)     693.16  (feet)  COMP
 MG0514  MODELED GRAV-     980,234.0   (mgal)                       NAVD 88
 MG0514
 MG0514  VERT ORDER  -  FIRST     CLASS II
 MG0514
 MG0514.The horizontal coordinates were scaled from a topographic map and have
 MG0514.an estimated accuracy of +/- 6 seconds.
 MG0514
 MG0514.The orthometric height was determined by differential leveling
 MG0514.and adjusted by the National Geodetic Survey in June 1991..
 MG0514
 MG0514.The geoid height was determined by GEOID03.
 MG0514
 MG0514.The dynamic height is computed by dividing the NAVD 88
 MG0514.geopotential number by the normal gravity value computed on the
 MG0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0514.degrees latitude (g = 980.6199 gals.).
 MG0514
 MG0514.The modeled gravity was interpolated from observed gravity values.
 MG0514
 MG0514;                    North         East    Units  Estimated Accuracy
 MG0514;SPC IA S     -   178,040.      663,280.      MT  (+/- 180 meters Scaled)
 MG0514
 MG0514                          SUPERSEDED SURVEY CONTROL
 MG0514
 MG0514  NGVD 29 (??/??/92)  211.396  (m)          693.55   (f) ADJ UNCH    1 2
 MG0514
 MG0514.Superseded values are not recommended for survey control.
 MG0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0514.See file dsdata.txt to determine how the superseded data were derived.
 MG0514
 MG0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG215049(NAD 83)
 MG0514_MARKER: DB = BENCH MARK DISK
 MG0514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0514_SP_SET: CULVERT
 MG0514_STAMPING: 52-202
 MG0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0514
 MG0514  HISTORY     - Date     Condition        Report By
 MG0514  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0514  HISTORY     - 1967     GOOD             NGS
 MG0514  HISTORY     - 19950619 GOOD             USPSQD
 MG0514
 MG0514                          STATION DESCRIPTION
 MG0514
 MG0514'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0514'2.2 MI N FROM HILLS.
 MG0514'2-1/4 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE JUNCTION OF
 MG0514'COUNTY ROAD G AT HILLS, JOHNSON COUNTY, 1/4 MILE NORTH OF THE
 MG0514'SOUTHEAST CORNER OF SEC. 4, T. 78 N., R. 6 W., AT PAVEMENT
 MG0514'STATION 1587+24, AT A 24-INCH TILE CULVERT, AND IN THE TOP OF THE
 MG0514'WEST HEAD WALL.  A STATE SURVEY STANDARD DISK, STAMPED 52-202.
 MG0514
 MG0514                          STATION RECOVERY (1967)
 MG0514
 MG0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MG0514'RECOVERED IN GOOD CONDITION.
 MG0514
 MG0514                          STATION RECOVERY (1995)
 MG0514
 MG0514'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0544 ***********************************************************************
 MG0544  DESIGNATION -  52 3
 MG0544  PID         -  MG0544
 MG0544  STATE/COUNTY-  IA/JOHNSON
 MG0544  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0544
 MG0544                         *CURRENT SURVEY CONTROL
 MG0544  ___________________________________________________________________
 MG0544* NAD 83(1986)-  41 42 48.     (N)    091 33 48.     (W)     SCALED    
 MG0544* NAVD 88     -       250.586  (meters)     822.13   (feet)  ADJUSTED  
 MG0544  ___________________________________________________________________
 MG0544  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 MG0544  DYNAMIC HT  -         250.490 (meters)     821.82  (feet)  COMP
 MG0544  MODELED GRAV-     980,234.7   (mgal)                       NAVD 88
 MG0544
 MG0544  VERT ORDER  -  FIRST     CLASS II
 MG0544
 MG0544.The horizontal coordinates were scaled from a topographic map and have
 MG0544.an estimated accuracy of +/- 6 seconds.
 MG0544
 MG0544.The orthometric height was determined by differential leveling
 MG0544.and adjusted by the National Geodetic Survey in June 1991..
 MG0544
 MG0544.The geoid height was determined by GEOID03.
 MG0544
 MG0544.The dynamic height is computed by dividing the NAVD 88
 MG0544.geopotential number by the normal gravity value computed on the
 MG0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0544.degrees latitude (g = 980.6199 gals.).
 MG0544
 MG0544.The modeled gravity was interpolated from observed gravity values.
 MG0544
 MG0544;                    North         East    Units  Estimated Accuracy
 MG0544;SPC IA S     -   192,060.      661,160.      MT  (+/- 180 meters Scaled)
 MG0544
 MG0544                          SUPERSEDED SURVEY CONTROL
 MG0544
 MG0544  NGVD 29 (??/??/92)  250.618  (m)          822.24   (f) ADJ UNCH    1 2
 MG0544
 MG0544.Superseded values are not recommended for survey control.
 MG0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0544.See file dsdata.txt to determine how the superseded data were derived.
 MG0544
 MG0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG195189(NAD 83)
 MG0544_MARKER: DD = SURVEY DISK
 MG0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0544_STAMPING: 52-3
 MG0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0544+STABILITY: SURFACE MOTION
 MG0544
 MG0544  HISTORY     - Date     Condition        Report By
 MG0544  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0544  HISTORY     - 1964     MARK NOT FOUND   NGS
 MG0544  HISTORY     - 19910427 MARK NOT FOUND   USPSQD
 MG0544
 MG0544                          STATION DESCRIPTION
 MG0544
 MG0544'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0544'2.8 MI N FROM CORALVILLE.
 MG0544'2-3/4 MILES NORTH ALONG A COUNTY ROAD FROM THE JUNCTION OF U.S.
 MG0544'HIGHWAY 6 AT CORALVILLE, JOHNSON COUNTY, 640 FEET WEST AND 1/4 MILE
 MG0544'SOUTH OF THE NORTHEAST CORNER OF SEC. 29, T.80 N., R.6 W., 228
 MG0544'FEET NORTH 40 DEG WEST OF THE NORTHEAST CORNER OF THE VAUGHN
 MG0544'FARMHOUSE, 122 FEET SOUTH 20 DEG WEST OF A NAIL IN THE BLAZE ON
 MG0544'THE SOUTH SIDE OF A 30-INCH OAK TREE 20 FEET WEST OF THE CENTERLINE
 MG0544'OF THE ROAD, 75.9 FEET NORTH 30 DEG WEST OF A NAIL IN THE NORTHWEST
 MG0544'SIDE OF A POST AT A FENCE-CORNER 20 FEET EAST OF THE CENTERLINE OF
 MG0544'THE ROAD, 45.3 FEET NORTH 65 DEG WEST OF THE SOUTHEAST CORNER
 MG0544'OF A BARN, 40 FEET NORTH OF THE LINE FENCE LEADING EAST, AND 29 FEET
 MG0544'WEST OF THE CENTERLINE OF THE ROAD.  A STATE SURVEY STANDARD DISK,
 MG0544'STAMPED 52-3 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 MG0544'THE GROUND.
 MG0544
 MG0544                          STATION RECOVERY (1964)
 MG0544
 MG0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0544'MARK NOT FOUND.
 MG0544
 MG0544                          STATION RECOVERY (1991)
 MG0544
 MG0544'RECOVERY NOTE BY US POWER SQUADRON 1991 (JK)
 MG0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0543 ***********************************************************************
 MG0543  DESIGNATION -  52 4
 MG0543  PID         -  MG0543
 MG0543  STATE/COUNTY-  IA/JOHNSON
 MG0543  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0543
 MG0543                         *CURRENT SURVEY CONTROL
 MG0543  ___________________________________________________________________
 MG0543* NAD 83(1986)-  41 42 30.     (N)    091 33 53.     (W)     SCALED    
 MG0543* NAVD 88     -       241.156  (meters)     791.19   (feet)  ADJUSTED  
 MG0543  ___________________________________________________________________
 MG0543  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MG0543  DYNAMIC HT  -         241.064 (meters)     790.89  (feet)  COMP
 MG0543  MODELED GRAV-     980,234.7   (mgal)                       NAVD 88
 MG0543
 MG0543  VERT ORDER  -  FIRST     CLASS II
 MG0543
 MG0543.The horizontal coordinates were scaled from a topographic map and have
 MG0543.an estimated accuracy of +/- 6 seconds.
 MG0543
 MG0543.The orthometric height was determined by differential leveling
 MG0543.and adjusted by the National Geodetic Survey in June 1991..
 MG0543
 MG0543.The geoid height was determined by GEOID03.
 MG0543
 MG0543.The dynamic height is computed by dividing the NAVD 88
 MG0543.geopotential number by the normal gravity value computed on the
 MG0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0543.degrees latitude (g = 980.6199 gals.).
 MG0543
 MG0543.The modeled gravity was interpolated from observed gravity values.
 MG0543
 MG0543;                    North         East    Units  Estimated Accuracy
 MG0543;SPC IA S     -   191,510.      661,050.      MT  (+/- 180 meters Scaled)
 MG0543
 MG0543                          SUPERSEDED SURVEY CONTROL
 MG0543
 MG0543  NGVD 29 (??/??/92)  241.189  (m)          791.30   (f) ADJ UNCH    1 2
 MG0543
 MG0543.Superseded values are not recommended for survey control.
 MG0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0543.See file dsdata.txt to determine how the superseded data were derived.
 MG0543
 MG0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG194183(NAD 83)
 MG0543_MARKER: DD = SURVEY DISK
 MG0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0543_STAMPING: 52-4
 MG0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0543+STABILITY: SURFACE MOTION
 MG0543
 MG0543  HISTORY     - Date     Condition        Report By
 MG0543  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0543  HISTORY     - 1964     MARK NOT FOUND   NGS
 MG0543
 MG0543                          STATION DESCRIPTION
 MG0543
 MG0543'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0543'2.5 MI N FROM CORALVILLE.
 MG0543'2-1/2 MILES NORTH ALONG A COUNTY ROAD FROM THE JUNCTION OF U.S.
 MG0543'HIGHWAY 6 AT CORALVILLE, JOHNSON COUNTY, 500 FEET WEST AND 600 FEET
 MG0543'SOUTH OF THE QUARTER CORNER BETWEEN SECTIONS 28 AND 29, T.80
 MG0543'N., R.6 W., 160 FEET EAST OF THE JOHN WENO FARMHOUSE, 184 FEET
 MG0543'SOUTH 80 DEG WEST OF THE NORTH CORNER OF THE FOUNDATION, 185 FEET
 MG0543'NORTH 85 DEG WEST OF THE SOUTH CORNER OF THE FOUNDATION, 96.2 FEET
 MG0543'SOUTH 40 DEG EAST OF THE SOUTHEAST POST OF A GATE 22 FEET SOUTHWEST
 MG0543'OF THE CENTERLINE OF THE ROAD, 25.2 FEET SOUTH 35 DEG EAST OF A
 MG0543'REINFORCING ROD IN A CONCRETE POST 21 FEET SOUTHWEST OF THE
 MG0543'CENTERLINE OF THE ROAD, 9.4 FEET SOUTH 30 DEG WEST OF ANOTHER
 MG0543'REINFORCING ROD IN A CONCRETE POST 21 FEET SOUTHWEST OF THE
 MG0543'CENTERLINE OF THE ROAD, 31 FEET SOUTHWEST OF THE CENTERLNE OF THE
 MG0543'ROAD, 14 INCHES UNDER GROUND.  A STATE SURVEY STANDARD DISK, STAMPED
 MG0543'52-4 AND SET IN THE TOP OF A CONCRETE POST.
 MG0543
 MG0543                          STATION RECOVERY (1964)
 MG0543
 MG0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0549 ***********************************************************************
 MG0549  DESIGNATION -  52 46
 MG0549  PID         -  MG0549
 MG0549  STATE/COUNTY-  IA/JOHNSON
 MG0549  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0549
 MG0549                         *CURRENT SURVEY CONTROL
 MG0549  ___________________________________________________________________
 MG0549* NAD 83(1986)-  41 44 57.     (N)    091 35 51.     (W)     SCALED    
 MG0549* NAVD 88     -       238.522  (meters)     782.55   (feet)  ADJUSTED  
 MG0549  ___________________________________________________________________
 MG0549  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 MG0549  DYNAMIC HT  -         238.431 (meters)     782.25  (feet)  COMP
 MG0549  MODELED GRAV-     980,234.2   (mgal)                       NAVD 88
 MG0549
 MG0549  VERT ORDER  -  FIRST     CLASS II
 MG0549
 MG0549.The horizontal coordinates were scaled from a topographic map and have
 MG0549.an estimated accuracy of +/- 6 seconds.
 MG0549
 MG0549.The orthometric height was determined by differential leveling
 MG0549.and adjusted by the National Geodetic Survey in June 1991..
 MG0549
 MG0549.The geoid height was determined by GEOID03.
 MG0549
 MG0549.The dynamic height is computed by dividing the NAVD 88
 MG0549.geopotential number by the normal gravity value computed on the
 MG0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0549.degrees latitude (g = 980.6199 gals.).
 MG0549
 MG0549.The modeled gravity was interpolated from observed gravity values.
 MG0549
 MG0549;                    North         East    Units  Estimated Accuracy
 MG0549;SPC IA S     -   195,980.      658,230.      MT  (+/- 180 meters Scaled)
 MG0549
 MG0549                          SUPERSEDED SURVEY CONTROL
 MG0549
 MG0549  NGVD 29 (??/??/92)  238.552  (m)          782.65   (f) ADJ UNCH    1 2
 MG0549
 MG0549.Superseded values are not recommended for survey control.
 MG0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0549.See file dsdata.txt to determine how the superseded data were derived.
 MG0549
 MG0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG166228(NAD 83)
 MG0549_MARKER: DD = SURVEY DISK
 MG0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0549_STAMPING: 52-46
 MG0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0549+STABILITY: SURFACE MOTION
 MG0549
 MG0549  HISTORY     - Date     Condition        Report By
 MG0549  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0549  HISTORY     - 1964     MARK NOT FOUND   NGS
 MG0549
 MG0549                          STATION DESCRIPTION
 MG0549
 MG0549'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0549'AT NORTH LIBERTY.
 MG0549'AT NORTH LIBERTY, JOHNSON COUNTY, ON U.S. HIGHWAY 218, 30 FEET SOUTH
 MG0549'AND 75 FEET EAST OF THE INTERSECTION OF MAIN STREET, 208 FEET
 MG0549'SOUTH 71 DEG EAST OF THE SOUTHEAST CORNER OF THE FOUNDATION OF
 MG0549'THE BLACK AND WHITE GARAGE BUILDING, 101 FEET NORTH 84 DEG EAST
 MG0549'OF THE NORTHEAST CORNER OF THE FOUNDATION OF THE KOSER STORE
 MG0549'BUILDING, AT PAVEMENT STATION 335+72, 36 FEET NORTHEAST OF THE
 MG0549'CENTERLINE OF THE HIGHWAY, AND 4 FEET WEST OF AN 8-INCH POST AT
 MG0549'A FENCE CORNER.  A STATE SURVEY STANDARD DISK, STAMPED 52-46 AND
 MG0549'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MG0549
 MG0549                          STATION RECOVERY (1964)
 MG0549
 MG0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0548 ***********************************************************************
 MG0548  DESIGNATION -  52 47
 MG0548  PID         -  MG0548
 MG0548  STATE/COUNTY-  IA/JOHNSON
 MG0548  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0548
 MG0548                         *CURRENT SURVEY CONTROL
 MG0548  ___________________________________________________________________
 MG0548* NAD 83(1986)-  41 44 18.     (N)    091 35 05.     (W)     SCALED    
 MG0548* NAVD 88     -       237.488  (meters)     779.16   (feet)  ADJUSTED  
 MG0548  ___________________________________________________________________
 MG0548  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 MG0548  DYNAMIC HT  -         237.397 (meters)     778.86  (feet)  COMP
 MG0548  MODELED GRAV-     980,234.4   (mgal)                       NAVD 88
 MG0548
 MG0548  VERT ORDER  -  FIRST     CLASS II
 MG0548
 MG0548.The horizontal coordinates were scaled from a topographic map and have
 MG0548.an estimated accuracy of +/- 6 seconds.
 MG0548
 MG0548.The orthometric height was determined by differential leveling
 MG0548.and adjusted by the National Geodetic Survey in June 1991..
 MG0548
 MG0548.The geoid height was determined by GEOID03.
 MG0548
 MG0548.The dynamic height is computed by dividing the NAVD 88
 MG0548.geopotential number by the normal gravity value computed on the
 MG0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0548.degrees latitude (g = 980.6199 gals.).
 MG0548
 MG0548.The modeled gravity was interpolated from observed gravity values.
 MG0548
 MG0548;                    North         East    Units  Estimated Accuracy
 MG0548;SPC IA S     -   194,800.      659,320.      MT  (+/- 180 meters Scaled)
 MG0548
 MG0548                          SUPERSEDED SURVEY CONTROL
 MG0548
 MG0548  NGVD 29 (??/??/92)  237.519  (m)          779.26   (f) ADJ UNCH    1 2
 MG0548
 MG0548.Superseded values are not recommended for survey control.
 MG0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0548.See file dsdata.txt to determine how the superseded data were derived.
 MG0548
 MG0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG176216(NAD 83)
 MG0548_MARKER: DD = SURVEY DISK
 MG0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0548_STAMPING: 52-47
 MG0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0548+STABILITY: SURFACE MOTION
 MG0548
 MG0548  HISTORY     - Date     Condition        Report By
 MG0548  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0548  HISTORY     - 1964     MARK NOT FOUND   NGS
 MG0548
 MG0548                          STATION DESCRIPTION
 MG0548
 MG0548'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0548'1 MI SE FROM NORTH LIBERTY.
 MG0548'1 MILE SOUTHEAST ALONG U.S. HIGHWAY 218 FROM THE INTERSECTION OF
 MG0548'MAIN STREET AT NORTH LIBERTY, JOHNSON COUNTY, 1/4 MILE WEST OF
 MG0548'THE QUARTER CORNER BETWEEN SECS. 17 AND 18, T.80 N., R.6 W., 167
 MG0548'FEET NORTH 86 DEG EAST OF THE NORTHEAST CORNER OF THE FOUNDATION
 MG0548'OF THE JACOB GEORGE FARMHOUSE 138 FEET NORTH 12 DEG EAST OF THE
 MG0548'NORTHEAST CORNER OF THE FOUNDATION OF THE BARN, 120 FEET SOUTH
 MG0548'80 DEG EAST OF A SPIKE IN THE BLAZE AT THE BASE OF A 36-INCH
 MG0548'LINDEN TREE, AT PAVEMENT STATION 284+36, AND 22.5 FEET NORTHEAST
 MG0548'OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 MG0548'STAMPED 52-47 AND SET IN THE TOP OF A CONCRETE POST.
 MG0548
 MG0548                          STATION RECOVERY (1964)
 MG0548
 MG0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0542 ***********************************************************************
 MG0542  DESIGNATION -  52 5
 MG0542  PID         -  MG0542
 MG0542  STATE/COUNTY-  IA/JOHNSON
 MG0542  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0542
 MG0542                         *CURRENT SURVEY CONTROL
 MG0542  ___________________________________________________________________
 MG0542* NAD 83(1986)-  41 41 52.     (N)    091 33 46.     (W)     SCALED    
 MG0542* NAVD 88     -       222.801  (meters)     730.97   (feet)  ADJUSTED  
 MG0542  ___________________________________________________________________
 MG0542  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MG0542  DYNAMIC HT  -         222.716 (meters)     730.69  (feet)  COMP
 MG0542  MODELED GRAV-     980,234.9   (mgal)                       NAVD 88
 MG0542
 MG0542  VERT ORDER  -  FIRST     CLASS II
 MG0542
 MG0542.The horizontal coordinates were scaled from a topographic map and have
 MG0542.an estimated accuracy of +/- 6 seconds.
 MG0542
 MG0542.The orthometric height was determined by differential leveling
 MG0542.and adjusted by the National Geodetic Survey in June 1991..
 MG0542
 MG0542.The geoid height was determined by GEOID03.
 MG0542
 MG0542.The dynamic height is computed by dividing the NAVD 88
 MG0542.geopotential number by the normal gravity value computed on the
 MG0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0542.degrees latitude (g = 980.6199 gals.).
 MG0542
 MG0542.The modeled gravity was interpolated from observed gravity values.
 MG0542
 MG0542;                    North         East    Units  Estimated Accuracy
 MG0542;SPC IA S     -   190,340.      661,240.      MT  (+/- 180 meters Scaled)
 MG0542
 MG0542                          SUPERSEDED SURVEY CONTROL
 MG0542
 MG0542  NGVD 29 (??/??/92)  222.834  (m)          731.08   (f) ADJ UNCH    1 2
 MG0542
 MG0542.Superseded values are not recommended for survey control.
 MG0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0542.See file dsdata.txt to determine how the superseded data were derived.
 MG0542
 MG0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG195172(NAD 83)
 MG0542_MARKER: DD = SURVEY DISK
 MG0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0542_STAMPING: 52-5
 MG0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0542+STABILITY: SURFACE MOTION
 MG0542
 MG0542  HISTORY     - Date     Condition        Report By
 MG0542  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0542  HISTORY     - 1964     MARK NOT FOUND   NGS
 MG0542
 MG0542                          STATION DESCRIPTION
 MG0542
 MG0542'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0542'1.8 MI N FROM CORALVILLE.
 MG0542'1.8 MILES NORTH ALONG A COUNTY ROAD FROM THE JUNCTION OF U.S.
 MG0542'HIGHWAY 6 AT CORALVILLE, JOHNSON COUNTY, 640 FEET WEST AND 1/4 MILE
 MG0542'SOUTH OF THE NORTHEAST CORNER OF SEC. 29, T.80 N., R.6 W., 83.7
 MG0542'FEET NORTH 30 DEG EAST OF AN IRON PIPE DRIVEN IN THE GROUND 6 INCHES
 MG0542'NORTHEAST OF A CORNER POST 20 FEET EAST OF THE CENTERLINE OF THE
 MG0542'ROAD, 72.7 FEET NORTH 20 DEG EAST OF A REINFORCING ROD IN A
 MG0542'CONCRETE POST IN A LINE FENCE LEADING EAST, 68.5 FEET NORTH 10 DEG
 MG0542'WEST OF ANOTHER REINFORCING ROD IN A CONCRETE POST IN THE FENCE
 MG0542'LEADING EAST, 69 FEET NORTH OF THE FENCE, 42.8 FEET SOUTH 60 DEG
 MG0542'EAST OF A NAIL IN THE BLAZE ON THE SOUTHEAST SIDE OF A 26-INCH OAK
 MG0542'TREE 20 FEET WEST OF THE CENTERLINE OF THE ROAD, 24 FEET EAST
 MG0542'OF THE CENTER LINE OF THE ROAD, AND 14 INCHES UNDER GROUND.  A
 MG0542'STATE SURVEY STANDARD DISK, STAMPED 52-5 AND SET IN THE TOP OF A
 MG0542'CONCRETE POST.
 MG0542
 MG0542                          STATION RECOVERY (1964)
 MG0542
 MG0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0541 ***********************************************************************
 MG0541  DESIGNATION -  52 6
 MG0541  PID         -  MG0541
 MG0541  STATE/COUNTY-  IA/JOHNSON
 MG0541  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0541
 MG0541                         *CURRENT SURVEY CONTROL
 MG0541  ___________________________________________________________________
 MG0541* NAD 83(1986)-  41 41 44.     (N)    091 33 55.     (W)     SCALED    
 MG0541* NAVD 88     -       239.077  (meters)     784.37   (feet)  ADJUSTED  
 MG0541  ___________________________________________________________________
 MG0541  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MG0541  DYNAMIC HT  -         238.985 (meters)     784.07  (feet)  COMP
 MG0541  MODELED GRAV-     980,234.9   (mgal)                       NAVD 88
 MG0541
 MG0541  VERT ORDER  -  FIRST     CLASS II
 MG0541
 MG0541.The horizontal coordinates were scaled from a topographic map and have
 MG0541.an estimated accuracy of +/- 6 seconds.
 MG0541
 MG0541.The orthometric height was determined by differential leveling
 MG0541.and adjusted by the National Geodetic Survey in June 1991..
 MG0541
 MG0541.The geoid height was determined by GEOID03.
 MG0541
 MG0541.The dynamic height is computed by dividing the NAVD 88
 MG0541.geopotential number by the normal gravity value computed on the
 MG0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0541.degrees latitude (g = 980.6199 gals.).
 MG0541
 MG0541.The modeled gravity was interpolated from observed gravity values.
 MG0541
 MG0541;                    North         East    Units  Estimated Accuracy
 MG0541;SPC IA S     -   190,090.      661,040.      MT  (+/- 180 meters Scaled)
 MG0541
 MG0541                          SUPERSEDED SURVEY CONTROL
 MG0541
 MG0541  NGVD 29 (??/??/92)  239.111  (m)          784.48   (f) ADJ UNCH    1 2
 MG0541
 MG0541.Superseded values are not recommended for survey control.
 MG0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0541.See file dsdata.txt to determine how the superseded data were derived.
 MG0541
 MG0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG193169(NAD 83)
 MG0541_MARKER: DD = SURVEY DISK
 MG0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0541_STAMPING: 52-6
 MG0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0541+STABILITY: SURFACE MOTION
 MG0541
 MG0541  HISTORY     - Date     Condition        Report By
 MG0541  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0541  HISTORY     - 1964     MARK NOT FOUND   NGS
 MG0541
 MG0541                          STATION DESCRIPTION
 MG0541
 MG0541'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0541'1.6 MI N FROM CORALVILLE.
 MG0541'1.6 MILES NORTH ALONG A COUNTY ROAD FROM THE JUNCTION OF U.S.
 MG0541'HIGHWAY 6 AT CORALVILLE, JOHNSON COUNTY, 1,000 FEET NORTH AND 1,000
 MG0541'FEET EAST OF THE CENTER OF SEC. 32, T.80 N., R.6 W., 442 FEET
 MG0541'SOUTH 10 DEG EAST OF THE SOUTHEAST CORNER OF THE THOMAS EGGENBERG
 MG0541'FARMHOUSE, 265 FEET SOUTH 5 DEG WEST OF A NAIL IN THE BLAZE ON THE
 MG0541'SOUTH SIDE OF A 30-INCH ELM TREE, 40 FEET SOUTHWEST OF THE DRIVEWAY
 MG0541'TO THE EGGENBERG FARM, 59.9 FEET SOUTH 75 DEG EAST OF A NAIL IN
 MG0541'THE BLAZE ON THE EAST SIDE OF THE EAST TREE OF TWIN 10-INCH BOX
 MG0541'ELDER TREES, 27.4 FEET SOUTH 30 DEG WEST OF A REINFORCING ROD IN A
 MG0541'CONCRETE POST 23 FEET WEST OF THE CENTERLINE OF THE ROAD, 5.9 FEET
 MG0541'NORTH 65 DEG WEST OF ANOTHER REINFORCING ROD IN A CONCRETE POST
 MG0541'23 FEET WEST OF THE CENTERLINE OF THE ROAD, 29 FEET WEST OF THE
 MG0541'CENTERLINE OF THE ROAD, AND 8 INCHES UNDER GROUND.  A STATE SURVEY
 MG0541'STANDARD DISK, STAMPED 52-6 AND SET IN THE TOP OF A CONCRETE POST.
 MG0541
 MG0541                          STATION RECOVERY (1964)
 MG0541
 MG0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0540 ***********************************************************************
 MG0540  DESIGNATION -  52 7
 MG0540  PID         -  MG0540
 MG0540  STATE/COUNTY-  IA/JOHNSON
 MG0540  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0540
 MG0540                         *CURRENT SURVEY CONTROL
 MG0540  ___________________________________________________________________
 MG0540* NAD 83(1986)-  41 41 34.     (N)    091 34 00.     (W)     SCALED    
 MG0540* NAVD 88     -       238.846  (meters)     783.61   (feet)  ADJUSTED  
 MG0540  ___________________________________________________________________
 MG0540  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MG0540  DYNAMIC HT  -         238.755 (meters)     783.32  (feet)  COMP
 MG0540  MODELED GRAV-     980,235.0   (mgal)                       NAVD 88
 MG0540
 MG0540  VERT ORDER  -  FIRST     CLASS II
 MG0540
 MG0540.The horizontal coordinates were scaled from a topographic map and have
 MG0540.an estimated accuracy of +/- 6 seconds.
 MG0540
 MG0540.The orthometric height was determined by differential leveling
 MG0540.and adjusted by the National Geodetic Survey in June 1991..
 MG0540
 MG0540.The geoid height was determined by GEOID03.
 MG0540
 MG0540.The dynamic height is computed by dividing the NAVD 88
 MG0540.geopotential number by the normal gravity value computed on the
 MG0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0540.degrees latitude (g = 980.6199 gals.).
 MG0540
 MG0540.The modeled gravity was interpolated from observed gravity values.
 MG0540
 MG0540;                    North         East    Units  Estimated Accuracy
 MG0540;SPC IA S     -   189,770.      660,930.      MT  (+/- 180 meters Scaled)
 MG0540
 MG0540                          SUPERSEDED SURVEY CONTROL
 MG0540
 MG0540  NGVD 29 (??/??/92)  238.880  (m)          783.73   (f) ADJ UNCH    1 2
 MG0540
 MG0540.Superseded values are not recommended for survey control.
 MG0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0540.See file dsdata.txt to determine how the superseded data were derived.
 MG0540
 MG0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG192166(NAD 83)
 MG0540_MARKER: DD = SURVEY DISK
 MG0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0540_STAMPING: 52-7
 MG0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0540+STABILITY: SURFACE MOTION
 MG0540
 MG0540  HISTORY     - Date     Condition        Report By
 MG0540  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0540  HISTORY     - 1964     MARK NOT FOUND   NGS
 MG0540
 MG0540                          STATION DESCRIPTION
 MG0540
 MG0540'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0540'1.4 MI N FROM CORALVILLE.
 MG0540'1.4 MILES NORTH ALONG A COUNTY ROAD FROM THE JUNCTION OF U.S.
 MG0540'HIGHWAY 6 AT CORALVILLE, JOHNSON COUNTY, NEAR THE CENTER OF SEC. 32,
 MG0540'T.80 N., R.6 W., AT THE T-JUNCTION OF A ROAD LEADING WEST, 111 FEET
 MG0540'SOUTH 55 DEG EAST OF THE SOUTHEAST CORNER OF THE FOUNDATION OF THE
 MG0540'THOMAS KILE FARMHOUSE, 31 FEET WEST AND 61 FEET NORTH OF THE
 MG0540'JUNCTION, 12.2 FEET NORTH 30 DEG WEST OF A 12-INCH PEAR TREE 33 FEET
 MG0540'WEST OF THE CENTER LINE OF THE ROAD, 6.9 FEET SOUTH 85 DEG WEST
 MG0540'OF A 14-INCH CHERRY TREE, AND 33 FEET WEST OF THE CENTERLINE OF
 MG0540'THE ROAD.  A STATE SURVEY STANDARD DISK, STAMPED 52-7 AND SET IN THE
 MG0540'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 MG0540
 MG0540                          STATION RECOVERY (1964)
 MG0540
 MG0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0539 ***********************************************************************
 MG0539  DESIGNATION -  52 8
 MG0539  PID         -  MG0539
 MG0539  STATE/COUNTY-  IA/JOHNSON
 MG0539  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0539
 MG0539                         *CURRENT SURVEY CONTROL
 MG0539  ___________________________________________________________________
 MG0539* NAD 83(1986)-  41 41 19.     (N)    091 33 52.     (W)     SCALED    
 MG0539* NAVD 88     -       236.638  (meters)     776.37   (feet)  ADJUSTED  
 MG0539  ___________________________________________________________________
 MG0539  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MG0539  DYNAMIC HT  -         236.547 (meters)     776.07  (feet)  COMP
 MG0539  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 MG0539
 MG0539  VERT ORDER  -  FIRST     CLASS II
 MG0539
 MG0539.The horizontal coordinates were scaled from a topographic map and have
 MG0539.an estimated accuracy of +/- 6 seconds.
 MG0539
 MG0539.The orthometric height was determined by differential leveling
 MG0539.and adjusted by the National Geodetic Survey in June 1991..
 MG0539
 MG0539.The geoid height was determined by GEOID03.
 MG0539
 MG0539.The dynamic height is computed by dividing the NAVD 88
 MG0539.geopotential number by the normal gravity value computed on the
 MG0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0539.degrees latitude (g = 980.6199 gals.).
 MG0539
 MG0539.The modeled gravity was interpolated from observed gravity values.
 MG0539
 MG0539;                    North         East    Units  Estimated Accuracy
 MG0539;SPC IA S     -   189,320.      661,130.      MT  (+/- 180 meters Scaled)
 MG0539
 MG0539                          SUPERSEDED SURVEY CONTROL
 MG0539
 MG0539  NGVD 29 (??/??/92)  236.672  (m)          776.48   (f) ADJ UNCH    1 2
 MG0539
 MG0539.Superseded values are not recommended for survey control.
 MG0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0539.See file dsdata.txt to determine how the superseded data were derived.
 MG0539
 MG0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG194162(NAD 83)
 MG0539_MARKER: DD = SURVEY DISK
 MG0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0539_STAMPING: 52-8
 MG0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0539+STABILITY: SURFACE MOTION
 MG0539
 MG0539  HISTORY     - Date     Condition        Report By
 MG0539  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0539  HISTORY     - 1964     MARK NOT FOUND   USGS
 MG0539  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0539
 MG0539                          STATION DESCRIPTION
 MG0539
 MG0539'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0539'1 MI N FROM CORALVILLE.
 MG0539'1 MILE NORTH ALONG A COUNTY ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 MG0539'6 AT CORALVILLE, JOHNSON COUNTY, 3/8 MILE WEST AND 600 FEET NORTH
 MG0539'OF THE NORTHEAST CORNER OF SEC. 5, T.79 N., R.6 W., 250 FEET
 MG0539'SOUTH OF THE CORALVILLE CEMETERY, 293 FEET SOUTH 20 DEG WEST OF THE
 MG0539'SOUTHWEST CORNER OF THE J.H. CLARK TOMBSTONE, 152 FEET NORTH 10 DEG
 MG0539'WEST OF A POST AT A FENCE CORNER 25 FEET WEST OF THE CENTERLINE
 MG0539'OF THE ROAD, 50.5 FEET NORTH 50 DEG WEST OF A REINFORCING ROD IN A
 MG0539'CONCRETE POST 23 FEET WEST OF THE ROAD, 49.9 FEET SOUTH 60 DEG
 MG0539'WEST OF ANOTHER REINFORCING ROD IN A CONCRETE POST 23 FEET WEST
 MG0539'OF THE ROAD, 65 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 10
 MG0539'INCHES UNDER GROUND.  A STATE SURVEY STANDARD DISK, STAMPED
 MG0539'52-8 AND SET IN THE TOP OF A CONCRETE POST.
 MG0539
 MG0539                          STATION RECOVERY (1964)
 MG0539
 MG0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MG0539'MARK NOT FOUND.
 MG0539
 MG0539                          STATION RECOVERY (1998)
 MG0539
 MG0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0539'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0563 ***********************************************************************
 MG0563  DESIGNATION -  52 86
 MG0563  PID         -  MG0563
 MG0563  STATE/COUNTY-  IA/JOHNSON
 MG0563  USGS QUAD   -  SWISHER (1994)
 MG0563
 MG0563                         *CURRENT SURVEY CONTROL
 MG0563  ___________________________________________________________________
 MG0563* NAD 83(1986)-  41 51 15.     (N)    091 38 45.     (W)     SCALED    
 MG0563* NAVD 88     -       250.721  (meters)     822.57   (feet)  ADJUSTED  
 MG0563  ___________________________________________________________________
 MG0563  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MG0563  DYNAMIC HT  -         250.626 (meters)     822.26  (feet)  COMP
 MG0563  MODELED GRAV-     980,237.0   (mgal)                       NAVD 88
 MG0563
 MG0563  VERT ORDER  -  FIRST     CLASS II
 MG0563
 MG0563.The horizontal coordinates were scaled from a topographic map and have
 MG0563.an estimated accuracy of +/- 6 seconds.
 MG0563
 MG0563.The orthometric height was determined by differential leveling
 MG0563.and adjusted by the National Geodetic Survey in June 1991..
 MG0563
 MG0563.The geoid height was determined by GEOID03.
 MG0563
 MG0563.The dynamic height is computed by dividing the NAVD 88
 MG0563.geopotential number by the normal gravity value computed on the
 MG0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0563.degrees latitude (g = 980.6199 gals.).
 MG0563
 MG0563.The modeled gravity was interpolated from observed gravity values.
 MG0563
 MG0563;                    North         East    Units  Estimated Accuracy
 MG0563;SPC IA S     -   207,550.      653,960.      MT  (+/- 180 meters Scaled)
 MG0563
 MG0563                          SUPERSEDED SURVEY CONTROL
 MG0563
 MG0563  NGVD 29 (??/??/92)  250.748  (m)          822.66   (f) ADJ UNCH    1 2
 MG0563
 MG0563.Superseded values are not recommended for survey control.
 MG0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0563.See file dsdata.txt to determine how the superseded data were derived.
 MG0563
 MG0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG124344(NAD 83)
 MG0563_MARKER: DB = BENCH MARK DISK
 MG0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0563_STAMPING: 52-86
 MG0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0563+STABILITY: SURFACE MOTION
 MG0563
 MG0563  HISTORY     - Date     Condition        Report By
 MG0563  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0563  HISTORY     - 1966     MARK NOT FOUND   USGS
 MG0563  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0563
 MG0563                          STATION DESCRIPTION
 MG0563
 MG0563'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0563'0.5 MI N FROM SHUEYVILLE.
 MG0563'1/2 MILE NORTH ALONG U.S. HIGHWAY 218 FROM SHUEYVILLE, JOHNSON
 MG0563'COUNTY, 1/2 MILE NORTH OF THE SOUTH QUARTER CORNER OF SEC. 3,
 MG0563'T.81 N., R.7 W., AT PAVEMENT STATION 808+85, AND 27 FEET EAST OF
 MG0563'THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 MG0563'STAMPED 52-86 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 MG0563'FLUSH WITH THE GROUND.
 MG0563
 MG0563                          STATION RECOVERY (1966)
 MG0563
 MG0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MG0563'MARK NOT FOUND.
 MG0563
 MG0563                          STATION RECOVERY (1998)
 MG0563
 MG0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0563'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0538 ***********************************************************************
 MG0538  DESIGNATION -  52 9
 MG0538  PID         -  MG0538
 MG0538  STATE/COUNTY-  IA/JOHNSON
 MG0538  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0538
 MG0538                         *CURRENT SURVEY CONTROL
 MG0538  ___________________________________________________________________
 MG0538* NAD 83(1986)-  41 40 58.     (N)    091 33 56.     (W)     SCALED    
 MG0538* NAVD 88     -       213.341  (meters)     699.94   (feet)  ADJUSTED  
 MG0538  ___________________________________________________________________
 MG0538  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 MG0538  DYNAMIC HT  -         213.260 (meters)     699.67  (feet)  COMP
 MG0538  MODELED GRAV-     980,235.2   (mgal)                       NAVD 88
 MG0538
 MG0538  VERT ORDER  -  FIRST     CLASS II
 MG0538
 MG0538.The horizontal coordinates were scaled from a topographic map and have
 MG0538.an estimated accuracy of +/- 6 seconds.
 MG0538
 MG0538.The orthometric height was determined by differential leveling
 MG0538.and adjusted by the National Geodetic Survey in June 1991..
 MG0538
 MG0538.The geoid height was determined by GEOID03.
 MG0538
 MG0538.The dynamic height is computed by dividing the NAVD 88
 MG0538.geopotential number by the normal gravity value computed on the
 MG0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0538.degrees latitude (g = 980.6199 gals.).
 MG0538
 MG0538.The modeled gravity was interpolated from observed gravity values.
 MG0538
 MG0538;                    North         East    Units  Estimated Accuracy
 MG0538;SPC IA S     -   188,670.      661,050.      MT  (+/- 180 meters Scaled)
 MG0538
 MG0538                          SUPERSEDED SURVEY CONTROL
 MG0538
 MG0538  NGVD 29 (??/??/92)  213.375  (m)          700.05   (f) ADJ UNCH    1 2
 MG0538
 MG0538.Superseded values are not recommended for survey control.
 MG0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0538.See file dsdata.txt to determine how the superseded data were derived.
 MG0538
 MG0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG193155(NAD 83)
 MG0538_MARKER: DD = SURVEY DISK
 MG0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0538_STAMPING: 52-9
 MG0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0538+STABILITY: SURFACE MOTION
 MG0538
 MG0538  HISTORY     - Date     Condition        Report By
 MG0538  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0538  HISTORY     - 1964     MARK NOT FOUND   NGS
 MG0538
 MG0538                          STATION DESCRIPTION
 MG0538
 MG0538'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0538'0.5 MI N FROM CORALVILLE.
 MG0538'1/2 MILE NORTH ALONG A COUNTY ROAD FROM THE JUNCTION OF U.S.
 MG0538'HIGHWAY 6 AT CORALVILLE, JOHNSON COUNTY, AT THE NORTH CORPORATION
 MG0538'LINE, 3/8 MILE WEST AND 1/4 MILE SOUTH OF THE NORTHEAST CORNER
 MG0538'OF SEC. 5, T.79 N., R.6 W., 93.2 FEET NORTH 15 DEG EAST OF THE
 MG0538'NORTHEAST CORNER OF THE FOUNDATION OF THE L.K. CONKLIN RESIDENCE,
 MG0538'48.8 FEET SOUTH 85 DEG WEST OF A NAIL IN THE BLAZE ON THE WEST SIDE
 MG0538'OF A 48-INCH COTTONWOOD TREE 20 FEET EAST OF THE CENTERLINE OF THE
 MG0538'ROAD, 7.9 FEET NORTH 30 DEG WEST OF A REINFORCING ROD IN A CONCRETE
 MG0538'POST 26 FEET WEST OF THE CENTERLINE OF THE ROAD, 7.5 FEET SOUTH
 MG0538'30 DEG WEST OF ANOTHER REINFORCING ROD IN A CONCRETE POST 26 FEET
 MG0538'WEST OF THE CENTERLINE OF THE ROAD, 30 FEET WEST OF THE CENTER LINE
 MG0538'OF THE ROAD, AND 14 INCHES UNDER GROUND.  A STATE SURVEY STANDARD
 MG0538'DISK, STAMPED 52-9 AND SET IN THE TOP OF A CONCRETE POST.
 MG0538
 MG0538                          STATION RECOVERY (1964)
 MG0538
 MG0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0271 ***********************************************************************
 NJ0271  DESIGNATION -  52 JDF
 NJ0271  PID         -  NJ0271
 NJ0271  STATE/COUNTY-  IA/DUBUQUE
 NJ0271  USGS QUAD   -  MENOMINEE (1978)
 NJ0271
 NJ0271                         *CURRENT SURVEY CONTROL
 NJ0271  ___________________________________________________________________
 NJ0271* NAD 83(1996)-  42 24 20.03526(N)    090 35 41.00735(W)     ADJUSTED  
 NJ0271* NAVD 88     -       331.639  (meters)    1088.05   (feet)  ADJUSTED  
 NJ0271  ___________________________________________________________________
 NJ0271  X           -     -48,960.655 (meters)                     COMP
 NJ0271  Y           -  -4,716,703.744 (meters)                     COMP
 NJ0271  Z           -   4,279,176.541 (meters)                     COMP
 NJ0271  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 NJ0271  ELLIP HEIGHT-         299.07  (meters)          (12/06/04) GPS OBS
 NJ0271  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 NJ0271  DYNAMIC HT  -         331.530 (meters)    1087.69  (feet)  COMP
 NJ0271  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 NJ0271
 NJ0271  HORZ ORDER  -  FIRST
 NJ0271  VERT ORDER  -  FIRST     CLASS I
 NJ0271  ELLP ORDER  -  FOURTH    CLASS I
 NJ0271
 NJ0271.The horizontal coordinates were established by GPS observations
 NJ0271.and adjusted by the National Geodetic Survey in September 1998..
 NJ0271
 NJ0271.The orthometric height was determined by differential leveling
 NJ0271.and adjusted by the National Geodetic Survey in June 1991..
 NJ0271
 NJ0271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0271
 NJ0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0271
 NJ0271.The ellipsoidal height was determined by GPS observations
 NJ0271.and is referenced to NAD 83.
 NJ0271
 NJ0271.The geoid height was determined by GEOID03.
 NJ0271
 NJ0271.The dynamic height is computed by dividing the NAVD 88
 NJ0271.geopotential number by the normal gravity value computed on the
 NJ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0271.degrees latitude (g = 980.6199 gals.).
 NJ0271
 NJ0271.The modeled gravity was interpolated from observed gravity values.
 NJ0271
 NJ0271;                    North         East     Units Scale Factor Converg.
 NJ0271;SPC IA N     - 1,104,695.682 1,739,112.176   MT  0.99995578   +1 58 08.5
 NJ0271;UTM  15      - 4,697,609.931   697,934.687   MT  1.00008206   +1 37 21.3
 NJ0271
 NJ0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0271!SPC IA N     -   0.99995310  x   0.99995578  =   0.99990888
 NJ0271!UTM  15      -   0.99995310  x   1.00008206  =   1.00003515
 NJ0271
 NJ0271                          SUPERSEDED SURVEY CONTROL
 NJ0271
 NJ0271  ELLIP H (09/15/98)  299.12   (m)                       GP(       ) 3 1
 NJ0271  NAVD 88 (09/15/98)  331.64   (m)         1088.1    (f) LEVELING    3  
 NJ0271  NGVD 29 (??/??/92)  331.678  (m)         1088.18   (f) ADJ UNCH    1 1
 NJ0271
 NJ0271.Superseded values are not recommended for survey control.
 NJ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0271.See file dsdata.txt to determine how the superseded data were derived.
 NJ0271
 NJ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG9793597610(NAD 83)
 NJ0271_MARKER: DD = SURVEY DISK
 NJ0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0271_STAMPING: 52 JDF 1953 1088
 NJ0271_PROJECTION: FLUSH
 NJ0271_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NJ0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0271+STABILITY: SURFACE MOTION
 NJ0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0271+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1996
 NJ0271
 NJ0271  HISTORY     - Date     Condition        Report By
 NJ0271  HISTORY     - 1953     MONUMENTED       USGS
 NJ0271  HISTORY     - 1970     GOOD             NGS
 NJ0271  HISTORY     - 19960815 GOOD             SECI
 NJ0271
 NJ0271                          STATION DESCRIPTION
 NJ0271
 NJ0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0271'9.1 MI SE FROM DUBUQUE.
 NJ0271'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0271'AT DUBUQUE, THENCE 2.45 MILES SOUTH ALONG U.S. HIGHWAYS 52,
 NJ0271'61 AND 151, THENCE 6.15 MILES SOUTHEAST ALONG U.S. HIGHWAYS
 NJ0271'52 AND 67, 0.25 MILE WEST OF A BRICK CHURCH, 63 FEET SOUTH OF
 NJ0271'THE CENTER LINE OF THE HIGHWAY, 41 FEET EAST OF THE NORTHEAST
 NJ0271'CORNER OF A SHED, 19 FEET EAST OF A POWER POLE WHICH IS BRACED
 NJ0271'BY 6 GUY WIRES, 3.8 FEET EAST OF A CORNER FENCE POST, 0.8 FOOT
 NJ0271'SOUTH OF A FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY,
 NJ0271'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 NJ0271'SECTION 27, T 88N, R 3E.
 NJ0271
 NJ0271                          STATION RECOVERY (1996)
 NJ0271
 NJ0271'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NJ0271'RECOVERED AS DESCRIBED EXCEPT THAT THE SHED IS NO LONGER THERE.  THE
 NJ0271'STATION IS LOCATED 10.3 FT (3.1 M) EAST OF A WOOD FENCE POST, 81.3 FT
 NJ0271'(24.8 M) SOUTHEAST OF A DOUBLE ARROW SIGN.  40.6 FT (12.4 M) SOUTHWEST
 NJ0271'OF A NO PARKING ANY TIME SIGN, AND 12.2 FT (3.7 M) WEST OF A GUY WIRE
 NJ0271'ANCHOR.  NOTE--THE ROAD AND POWER POLE TIES WERE RECOVERED IN GOOD
 NJ0271'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0187 ***********************************************************************
 NM0187  DESIGNATION -  525.03
 NM0187  PID         -  NM0187
 NM0187  STATE/COUNTY-  IA/WOODBURY
 NM0187  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM0187
 NM0187                         *CURRENT SURVEY CONTROL
 NM0187  ___________________________________________________________________
 NM0187* NAD 83(1986)-  42 23 56.     (N)    096 15 40.     (W)     SCALED    
 NM0187* NAVD 88     -       333.743  (meters)    1094.96   (feet)  ADJUSTED  
 NM0187  ___________________________________________________________________
 NM0187  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 NM0187  DYNAMIC HT  -         333.634 (meters)    1094.60  (feet)  COMP
 NM0187  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 NM0187
 NM0187  VERT ORDER  -  FIRST     CLASS II
 NM0187
 NM0187.The horizontal coordinates were scaled from a topographic map and have
 NM0187.an estimated accuracy of +/- 6 seconds.
 NM0187
 NM0187.The orthometric height was determined by differential leveling
 NM0187.and adjusted by the National Geodetic Survey in June 1991..
 NM0187
 NM0187.The geoid height was determined by GEOID03.
 NM0187
 NM0187.The dynamic height is computed by dividing the NAVD 88
 NM0187.geopotential number by the normal gravity value computed on the
 NM0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0187.degrees latitude (g = 980.6199 gals.).
 NM0187
 NM0187.The modeled gravity was interpolated from observed gravity values.
 NM0187
 NM0187;                    North         East    Units  Estimated Accuracy
 NM0187;SPC IA N     - 1,103,560.    1,272,720.      MT  (+/- 180 meters Scaled)
 NM0187
 NM0187                          SUPERSEDED SURVEY CONTROL
 NM0187
 NM0187  NGVD 29 (??/??/92)  333.58   (m)         1094.4    (f) COMPUTED    1 2
 NM0187
 NM0187.Superseded values are not recommended for survey control.
 NM0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0187.See file dsdata.txt to determine how the superseded data were derived.
 NM0187
 NM0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM254977(NAD 83)
 NM0187_MARKER: R = RIVET
 NM0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0187_SP_SET: BRIDGE
 NM0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0187
 NM0187  HISTORY     - Date     Condition        Report By
 NM0187  HISTORY     - UNK      MONUMENTED       CNWRR
 NM0187  HISTORY     - 1957     POOR             NGS
 NM0187  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0187
 NM0187                          STATION DESCRIPTION
 NM0187
 NM0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NM0187'2.6 MI W FROM BRONSON.
 NM0187'2.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NM0187'BRONSON, WOODBURY COUNTY, 620 FEET WEST OF MILEPOST 95, AT
 NM0187'BRIDGE 1742, AT THE WEST END, IN THE TOP OF THE NORTH STEEL
 NM0187'GIRDER, AND ON THE TOP OF THE SOUTHWEST RIVET.  THE TOP OF THE
 NM0187'RIVET.
 NM0187
 NM0187                          STATION RECOVERY (1966)
 NM0187
 NM0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0523 ***********************************************************************
 MG0523  DESIGNATION -  53
 MG0523  PID         -  MG0523
 MG0523  STATE/COUNTY-  IA/JOHNSON
 MG0523  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0523
 MG0523                         *CURRENT SURVEY CONTROL
 MG0523  ___________________________________________________________________
 MG0523* NAD 83(1986)-  41 38 50.     (N)    091 32 27.     (W)     SCALED    
 MG0523* NAVD 88     -       197.448  (meters)     647.79   (feet)  ADJUSTED  
 MG0523  ___________________________________________________________________
 MG0523  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MG0523  DYNAMIC HT  -         197.373 (meters)     647.55  (feet)  COMP
 MG0523  MODELED GRAV-     980,237.6   (mgal)                       NAVD 88
 MG0523
 MG0523  VERT ORDER  -  FIRST     CLASS II
 MG0523
 MG0523.The horizontal coordinates were scaled from a topographic map and have
 MG0523.an estimated accuracy of +/- 6 seconds.
 MG0523
 MG0523.The orthometric height was determined by differential leveling
 MG0523.and adjusted by the National Geodetic Survey in June 1991..
 MG0523
 MG0523.The geoid height was determined by GEOID03.
 MG0523
 MG0523.The dynamic height is computed by dividing the NAVD 88
 MG0523.geopotential number by the normal gravity value computed on the
 MG0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0523.degrees latitude (g = 980.6199 gals.).
 MG0523
 MG0523.The modeled gravity was interpolated from observed gravity values.
 MG0523
 MG0523;                    North         East    Units  Estimated Accuracy
 MG0523;SPC IA S     -   184,760.      663,200.      MT  (+/- 180 meters Scaled)
 MG0523
 MG0523                          SUPERSEDED SURVEY CONTROL
 MG0523
 MG0523  NGVD 29 (??/??/92)  197.483  (m)          647.91   (f) ADJ UNCH    1 2
 MG0523
 MG0523.Superseded values are not recommended for survey control.
 MG0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0523.See file dsdata.txt to determine how the superseded data were derived.
 MG0523
 MG0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG215116(NAD 83)
 MG0523_MARKER: DD = SURVEY DISK
 MG0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0523_STAMPING: 53
 MG0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0523+STABILITY: SURFACE MOTION
 MG0523
 MG0523  HISTORY     - Date     Condition        Report By
 MG0523  HISTORY     - UNK      MONUMENTED       IASUNI
 MG0523  HISTORY     - 1948     MARK NOT FOUND   NGS
 MG0523  HISTORY     - 1964     MARK NOT FOUND   NGS
 MG0523
 MG0523                          STATION DESCRIPTION
 MG0523
 MG0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MG0523'0.5 MI S FROM IOWA CITY.
 MG0523'0.5 MILES SOUTH ON U.S. HIGHWAY 218, IN THE SOUTHWEST SECTION
 MG0523'OF IOWA CITY, JOHNSON COUNTY, AT THE WYE AT THE INTERSECTION
 MG0523'OF STATE HIGHWAY 1, 29.5 FEET WEST OF THE CENTERLINE OF U.S.
 MG0523'HIGHWAY 218, AND 1 FOOT SOUTH OF THE PROLONGATION OF THE CENTERLINE
 MG0523'OF STATE HIGHWAY 1.  A STATE UNIVERSITY OF IOWA STANDARD DISK,
 MG0523'STAMPED 53 AND SET IN THE TOP OF A CONCRETE POST.
 MG0523
 MG0523                          STATION RECOVERY (1964)
 MG0523
 MG0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MG0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0206 ***********************************************************************
 MJ0206  DESIGNATION -  5.325
 MJ0206  PID         -  MJ0206
 MJ0206  STATE/COUNTY-  IA/AUDUBON
 MJ0206  USGS QUAD   -  EXIRA WEST (1983)
 MJ0206
 MJ0206                         *CURRENT SURVEY CONTROL
 MJ0206  ___________________________________________________________________
 MJ0206* NAD 83(1986)-  41 31 08.     (N)    094 56 22.     (W)     SCALED    
 MJ0206* NAVD 88     -       364.099  (meters)    1194.55   (feet)  ADJUSTED  
 MJ0206  ___________________________________________________________________
 MJ0206  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 MJ0206  DYNAMIC HT  -         363.968 (meters)    1194.12  (feet)  COMP
 MJ0206  MODELED GRAV-     980,250.2   (mgal)                       NAVD 88
 MJ0206
 MJ0206  VERT ORDER  -  SECOND    CLASS 0
 MJ0206
 MJ0206.The horizontal coordinates were scaled from a topographic map and have
 MJ0206.an estimated accuracy of +/- 6 seconds.
 MJ0206
 MJ0206.The orthometric height was determined by differential leveling
 MJ0206.and adjusted by the National Geodetic Survey in June 1991..
 MJ0206
 MJ0206.The geoid height was determined by GEOID03.
 MJ0206
 MJ0206.The dynamic height is computed by dividing the NAVD 88
 MJ0206.geopotential number by the normal gravity value computed on the
 MJ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0206.degrees latitude (g = 980.6199 gals.).
 MJ0206
 MJ0206.The modeled gravity was interpolated from observed gravity values.
 MJ0206
 MJ0206;                    North         East    Units  Estimated Accuracy
 MJ0206;SPC IA S     -   169,670.      379,860.      MT  (+/- 180 meters Scaled)
 MJ0206
 MJ0206                          SUPERSEDED SURVEY CONTROL
 MJ0206
 MJ0206  NGVD 29 (??/??/92)  364.041  (m)         1194.36   (f) ADJ UNCH    2 0
 MJ0206
 MJ0206.Superseded values are not recommended for survey control.
 MJ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0206.See file dsdata.txt to determine how the superseded data were derived.
 MJ0206
 MJ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF381981(NAD 83)
 MJ0206_MARKER: DD = SURVEY DISK
 MJ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0206_STAMPING: 5-325
 MJ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0206+STABILITY: SURFACE MOTION
 MJ0206
 MJ0206  HISTORY     - Date     Condition        Report By
 MJ0206  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0206  HISTORY     - 1935     GOOD             NGS
 MJ0206  HISTORY     - 20040329 MARK NOT FOUND   JCLS
 MJ0206
 MJ0206                          STATION DESCRIPTION
 MJ0206
 MJ0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MJ0206'3.3 MI N FROM LORAH.
 MJ0206'IN AUDUBON COUNTY, 3.3 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND
 MJ0206'AND PACIFIC RAILROAD FROM THE STATION AT LORAH, CASS COUNTY, 2
 MJ0206'POLES NORTH OF MILEPOST 450, AT A PRIVATE-ROAD CROSSING, 32 FEET
 MJ0206'WEST OF THE CENTERLINE OF THE TRACK, 33 FEET NORTH OF THE CENTERLINE
 MJ0206'OF THE ROAD, 36 FEET EAST OF THE EAST EDGE OF THE PAVEMENT OF
 MJ0206'U.S. HIGHWAY 71, 17 FEET NORTHEAST OF AN IRON MARKER, AND ABOUT
 MJ0206'2 FEET LOWER THAN THE TRACK.  A STATE SURVEY STANDARD DISK,
 MJ0206'STAMPED 5-325 AND SET IN THE TOP OF A CONCRETE POST.
 MJ0206
 MJ0206                          STATION RECOVERY (2004)
 MJ0206
 MJ0206'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 MJ0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0133 ***********************************************************************
 OP0133  DESIGNATION -  55 1
 OP0133  PID         -  OP0133
 OP0133  STATE/COUNTY-  IA/KOSSUTH
 OP0133  USGS QUAD   -  ALGONA (1972)
 OP0133
 OP0133                         *CURRENT SURVEY CONTROL
 OP0133  ___________________________________________________________________
 OP0133* NAD 83(1986)-  43 05 04.     (N)    094 12 53.     (W)     SCALED    
 OP0133* NAVD 88     -       361.183  (meters)    1184.98   (feet)  ADJUSTED  
 OP0133  ___________________________________________________________________
 OP0133  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 OP0133  DYNAMIC HT  -         361.080 (meters)    1184.64  (feet)  COMP
 OP0133  MODELED GRAV-     980,324.3   (mgal)                       NAVD 88
 OP0133
 OP0133  VERT ORDER  -  FIRST     CLASS II
 OP0133
 OP0133.The horizontal coordinates were scaled from a topographic map and have
 OP0133.an estimated accuracy of +/- 6 seconds.
 OP0133
 OP0133.The orthometric height was determined by differential leveling
 OP0133.and adjusted by the National Geodetic Survey in June 1991..
 OP0133
 OP0133.The geoid height was determined by GEOID03.
 OP0133
 OP0133.The dynamic height is computed by dividing the NAVD 88
 OP0133.geopotential number by the normal gravity value computed on the
 OP0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0133.degrees latitude (g = 980.6199 gals.).
 OP0133
 OP0133.The modeled gravity was interpolated from observed gravity values.
 OP0133
 OP0133;                    North         East    Units  Estimated Accuracy
 OP0133;SPC IA N     - 1,176,240.    1,441,800.      MT  (+/- 180 meters Scaled)
 OP0133
 OP0133                          SUPERSEDED SURVEY CONTROL
 OP0133
 OP0133  NGVD 29 (??/??/92)  361.130  (m)         1184.81   (f) ADJ UNCH    1 2
 OP0133
 OP0133.Superseded values are not recommended for survey control.
 OP0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0133.See file dsdata.txt to determine how the superseded data were derived.
 OP0133
 OP0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH011709(NAD 83)
 OP0133_MARKER: DD = SURVEY DISK
 OP0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0133_SP_SET: CULVERT
 OP0133_STAMPING: 55-1
 OP0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0133
 OP0133  HISTORY     - Date     Condition        Report By
 OP0133  HISTORY     - UNK      MONUMENTED       IAGS
 OP0133  HISTORY     - 1930     GOOD             NGS
 OP0133
 OP0133                          STATION DESCRIPTION
 OP0133
 OP0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 OP0133'0.25 MI N FROM ALGONA.
 OP0133'1/4 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 OP0133'NORTH CITY LIMITS OF ALGONA, KOSSUTH COUNTY, IN THE SOUTHEAST QUARTER
 OP0133'OF SEC. 36, T. 96 N., R. 29 W., 800 FEET NORTH OF U.S. HIGHWAY 18, AT
 OP0133'CULVERT 796, AND IN THE TOP OF THE EAST STONE HEADWALL.  A STATE
 OP0133'SURVEY STANDARD DISK, STAMPED 55-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0134 ***********************************************************************
 OP0134  DESIGNATION -  55 2
 OP0134  PID         -  OP0134
 OP0134  STATE/COUNTY-  IA/KOSSUTH
 OP0134  USGS QUAD   -  ALGONA (1972)
 OP0134
 OP0134                         *CURRENT SURVEY CONTROL
 OP0134  ___________________________________________________________________
 OP0134* NAD 83(1986)-  43 04 58.     (N)    094 10 13.     (W)     SCALED    
 OP0134* NAVD 88     -       363.083  (meters)    1191.21   (feet)  ADJUSTED  
 OP0134  ___________________________________________________________________
 OP0134  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 OP0134  DYNAMIC HT  -         362.978 (meters)    1190.87  (feet)  COMP
 OP0134  MODELED GRAV-     980,321.0   (mgal)                       NAVD 88
 OP0134
 OP0134  VERT ORDER  -  FIRST     CLASS II
 OP0134
 OP0134.The horizontal coordinates were scaled from a topographic map and have
 OP0134.an estimated accuracy of +/- 6 seconds.
 OP0134
 OP0134.The orthometric height was determined by differential leveling
 OP0134.and adjusted by the National Geodetic Survey in June 1991..
 OP0134
 OP0134.The geoid height was determined by GEOID03.
 OP0134
 OP0134.The dynamic height is computed by dividing the NAVD 88
 OP0134.geopotential number by the normal gravity value computed on the
 OP0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0134.degrees latitude (g = 980.6199 gals.).
 OP0134
 OP0134.The modeled gravity was interpolated from observed gravity values.
 OP0134
 OP0134;                    North         East    Units  Estimated Accuracy
 OP0134;SPC IA N     - 1,176,030.    1,445,420.      MT  (+/- 180 meters Scaled)
 OP0134
 OP0134                          SUPERSEDED SURVEY CONTROL
 OP0134
 OP0134  NGVD 29 (??/??/92)  363.031  (m)         1191.04   (f) ADJ UNCH    1 2
 OP0134
 OP0134.Superseded values are not recommended for survey control.
 OP0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0134.See file dsdata.txt to determine how the superseded data were derived.
 OP0134
 OP0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH047706(NAD 83)
 OP0134_MARKER: DD = SURVEY DISK
 OP0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0134_SP_SET: CULVERT
 OP0134_STAMPING: 55-2
 OP0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0134
 OP0134  HISTORY     - Date     Condition        Report By
 OP0134  HISTORY     - UNK      MONUMENTED       IAGS
 OP0134  HISTORY     - 1930     GOOD             NGS
 OP0134  HISTORY     - 1972     MARK NOT FOUND   USGS
 OP0134
 OP0134                          STATION DESCRIPTION
 OP0134
 OP0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 OP0134'2 MI E FROM ALGONA.
 OP0134'2 MILES EAST ALONG U.S. HIGHWAY 18 FROM ALGONA, KOSSUTH COUNTY, IN
 OP0134'SEC. 32, T. 96 N., R. 28 W., NEAR HIGHWAY STATION 890, AT A 2- BY
 OP0134'2-FOOT CONCRETE BOX CULVERT, AND IN THE TOP OF THE NORTH HEADWALL.  A
 OP0134'STATE SURVEY STANDARD DISK, STAMPED 55-2.
 OP0134
 OP0134                          STATION RECOVERY (1972)
 OP0134
 OP0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0135 ***********************************************************************
 OP0135  DESIGNATION -  55 3
 OP0135  PID         -  OP0135
 OP0135  STATE/COUNTY-  IA/KOSSUTH
 OP0135  USGS QUAD   -  SEXTON (1972)
 OP0135
 OP0135                         *CURRENT SURVEY CONTROL
 OP0135  ___________________________________________________________________
 OP0135* NAD 83(1986)-  43 04 58.     (N)    094 05 55.     (W)     SCALED    
 OP0135* NAVD 88     -       366.746  (meters)    1203.23   (feet)  ADJUSTED  
 OP0135  ___________________________________________________________________
 OP0135  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 OP0135  DYNAMIC HT  -         366.638 (meters)    1202.88  (feet)  COMP
 OP0135  MODELED GRAV-     980,315.0   (mgal)                       NAVD 88
 OP0135
 OP0135  VERT ORDER  -  FIRST     CLASS II
 OP0135
 OP0135.The horizontal coordinates were scaled from a topographic map and have
 OP0135.an estimated accuracy of +/- 6 seconds.
 OP0135
 OP0135.The orthometric height was determined by differential leveling
 OP0135.and adjusted by the National Geodetic Survey in June 1991..
 OP0135
 OP0135.The geoid height was determined by GEOID03.
 OP0135
 OP0135.The dynamic height is computed by dividing the NAVD 88
 OP0135.geopotential number by the normal gravity value computed on the
 OP0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0135.degrees latitude (g = 980.6199 gals.).
 OP0135
 OP0135.The modeled gravity was interpolated from observed gravity values.
 OP0135
 OP0135;                    North         East    Units  Estimated Accuracy
 OP0135;SPC IA N     - 1,175,990.    1,451,260.      MT  (+/- 180 meters Scaled)
 OP0135
 OP0135                          SUPERSEDED SURVEY CONTROL
 OP0135
 OP0135  NGVD 29 (??/??/92)  366.696  (m)         1203.07   (f) ADJ UNCH    1 2
 OP0135
 OP0135.Superseded values are not recommended for survey control.
 OP0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0135.See file dsdata.txt to determine how the superseded data were derived.
 OP0135
 OP0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH105705(NAD 83)
 OP0135_MARKER: DD = SURVEY DISK
 OP0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0135_SP_SET: CULVERT
 OP0135_STAMPING: 55-3
 OP0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0135
 OP0135  HISTORY     - Date     Condition        Report By
 OP0135  HISTORY     - UNK      MONUMENTED       IAGS
 OP0135  HISTORY     - 1930     GOOD             NGS
 OP0135  HISTORY     - 1972     MARK NOT FOUND   USGS
 OP0135
 OP0135                          STATION DESCRIPTION
 OP0135
 OP0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 OP0135'0.4 MI W FROM SEXTON.
 OP0135'0.4 MILE WEST ALONG U.S. HIGHWAY 18 FROM SEXTON, KOSSUTH COUNTY, 0.5
 OP0135'MILE WEST OF THE SOUTHEAST CORNER OF SEC. 36, T. 96 N., R. 28 W., AT A
 OP0135'2- BY 2-FOOT BOX CULVERT, AND IN THE TOP OF THE NORTH HEADWALL.  A
 OP0135'STATE SURVEY STANDARD DISK, STAMPED 55-3.
 OP0135
 OP0135                          STATION RECOVERY (1972)
 OP0135
 OP0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0136 ***********************************************************************
 OP0136  DESIGNATION -  55 4
 OP0136  PID         -  OP0136
 OP0136  STATE/COUNTY-  IA/KOSSUTH
 OP0136  USGS QUAD   -  SEXTON (1972)
 OP0136
 OP0136                         *CURRENT SURVEY CONTROL
 OP0136  ___________________________________________________________________
 OP0136* NAD 83(1986)-  43 05 11.     (N)    094 01 47.     (W)     SCALED    
 OP0136* NAVD 88     -       365.096  (meters)    1197.82   (feet)  ADJUSTED  
 OP0136  ___________________________________________________________________
 OP0136  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 OP0136  DYNAMIC HT  -         364.986 (meters)    1197.46  (feet)  COMP
 OP0136  MODELED GRAV-     980,310.8   (mgal)                       NAVD 88
 OP0136
 OP0136  VERT ORDER  -  FIRST     CLASS II
 OP0136
 OP0136.The horizontal coordinates were scaled from a topographic map and have
 OP0136.an estimated accuracy of +/- 6 seconds.
 OP0136
 OP0136.The orthometric height was determined by differential leveling
 OP0136.and adjusted by the National Geodetic Survey in June 1991..
 OP0136
 OP0136.The geoid height was determined by GEOID03.
 OP0136
 OP0136.The dynamic height is computed by dividing the NAVD 88
 OP0136.geopotential number by the normal gravity value computed on the
 OP0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0136.degrees latitude (g = 980.6199 gals.).
 OP0136
 OP0136.The modeled gravity was interpolated from observed gravity values.
 OP0136
 OP0136;                    North         East    Units  Estimated Accuracy
 OP0136;SPC IA N     - 1,176,350.    1,456,870.      MT  (+/- 180 meters Scaled)
 OP0136
 OP0136                          SUPERSEDED SURVEY CONTROL
 OP0136
 OP0136  NGVD 29 (??/??/92)  365.047  (m)         1197.66   (f) ADJ UNCH    1 2
 OP0136
 OP0136.Superseded values are not recommended for survey control.
 OP0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0136.See file dsdata.txt to determine how the superseded data were derived.
 OP0136
 OP0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH161709(NAD 83)
 OP0136_MARKER: DD = SURVEY DISK
 OP0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0136_SP_SET: CULVERT
 OP0136_STAMPING: 55-4
 OP0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0136
 OP0136  HISTORY     - Date     Condition        Report By
 OP0136  HISTORY     - UNK      MONUMENTED       IAGS
 OP0136  HISTORY     - 1930     GOOD             NGS
 OP0136
 OP0136                          STATION DESCRIPTION
 OP0136
 OP0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 OP0136'1.9 MI W FROM WESLEY.
 OP0136'1.9 MILES WEST ALONG U.S. HIGHWAY 18 FROM WESLEY, KOSSUTH COUNTY, 0.1
 OP0136'MILE WEST OF THE SOUTHEAST CORNER OF SEC. 33, T. 96 N., R. 27 W., AT A
 OP0136'CONCRETE BOX CULVERT, AND IN THE TOP OF THE NORTH HEADWALL.  A STATE
 OP0136'SURVEY STANDARD DISK, STAMPED 55-4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0656 ***********************************************************************
 OO0656  DESIGNATION -  55 5
 OO0656  PID         -  OO0656
 OO0656  STATE/COUNTY-  IA/KOSSUTH
 OO0656  USGS QUAD   -  WESLEY (1972)
 OO0656
 OO0656                         *CURRENT SURVEY CONTROL
 OO0656  ___________________________________________________________________
 OO0656* NAD 83(1986)-  43 05 14.     (N)    093 59 33.     (W)     SCALED    
 OO0656* NAVD 88     -       382.351  (meters)    1254.43   (feet)  ADJUSTED  
 OO0656  ___________________________________________________________________
 OO0656  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 OO0656  DYNAMIC HT  -         382.236 (meters)    1254.05  (feet)  COMP
 OO0656  MODELED GRAV-     980,308.7   (mgal)                       NAVD 88
 OO0656
 OO0656  VERT ORDER  -  FIRST     CLASS II
 OO0656
 OO0656.The horizontal coordinates were scaled from a topographic map and have
 OO0656.an estimated accuracy of +/- 6 seconds.
 OO0656
 OO0656.The orthometric height was determined by differential leveling
 OO0656.and adjusted by the National Geodetic Survey in June 1991..
 OO0656
 OO0656.The geoid height was determined by GEOID03.
 OO0656
 OO0656.The dynamic height is computed by dividing the NAVD 88
 OO0656.geopotential number by the normal gravity value computed on the
 OO0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0656.degrees latitude (g = 980.6199 gals.).
 OO0656
 OO0656.The modeled gravity was interpolated from observed gravity values.
 OO0656
 OO0656;                    North         East    Units  Estimated Accuracy
 OO0656;SPC IA N     - 1,176,420.    1,459,900.      MT  (+/- 180 meters Scaled)
 OO0656
 OO0656                          SUPERSEDED SURVEY CONTROL
 OO0656
 OO0656  NGVD 29 (??/??/92)  382.301  (m)         1254.27   (f) ADJ UNCH    1 2
 OO0656
 OO0656.Superseded values are not recommended for survey control.
 OO0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0656.See file dsdata.txt to determine how the superseded data were derived.
 OO0656
 OO0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH192709(NAD 83)
 OO0656_MARKER: DD = SURVEY DISK
 OO0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0656_STAMPING: 55-5
 OO0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0656+STABILITY: SURFACE MOTION
 OO0656
 OO0656  HISTORY     - Date     Condition        Report By
 OO0656  HISTORY     - UNK      MONUMENTED       IAGS
 OO0656  HISTORY     - 1934     GOOD             NGS
 OO0656
 OO0656                          STATION DESCRIPTION
 OO0656
 OO0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0656'IN WESLEY.
 OO0656'AT WESLEY, 1-1/2 BLOCKS SOUTH OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OO0656'PACIFIC RAILROAD STATION, IN THE FRONT YARD OF THE FIRE STATION, AND
 OO0656'AT THE CENTER OF A CIRCULAR FLOWER BED.  A STATE SURVEY STANDARD DISK,
 OO0656'STAMPED 55-5 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0429 ***********************************************************************
 MG0429  DESIGNATION -  551
 MG0429  PID         -  MG0429
 MG0429  STATE/COUNTY-  IA/MUSCATINE
 MG0429  USGS QUAD   -  MUSCATINE (1991)
 MG0429
 MG0429                         *CURRENT SURVEY CONTROL
 MG0429  ___________________________________________________________________
 MG0429* NAD 83(1986)-  41 25 17.     (N)    091 02 28.     (W)     SCALED    
 MG0429* NAVD 88     -       167.669  (meters)     550.09   (feet)  ADJUSTED  
 MG0429  ___________________________________________________________________
 MG0429  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0429  DYNAMIC HT  -         167.602 (meters)     549.87  (feet)  COMP
 MG0429  MODELED GRAV-     980,224.1   (mgal)                       NAVD 88
 MG0429
 MG0429  VERT ORDER  -  FIRST     CLASS II
 MG0429
 MG0429.The horizontal coordinates were scaled from a topographic map and have
 MG0429.an estimated accuracy of +/- 6 seconds.
 MG0429
 MG0429.The orthometric height was determined by differential leveling
 MG0429.and adjusted by the National Geodetic Survey in June 1991..
 MG0429
 MG0429.The geoid height was determined by GEOID03.
 MG0429
 MG0429.The dynamic height is computed by dividing the NAVD 88
 MG0429.geopotential number by the normal gravity value computed on the
 MG0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0429.degrees latitude (g = 980.6199 gals.).
 MG0429
 MG0429.The modeled gravity was interpolated from observed gravity values.
 MG0429
 MG0429;                    North         East    Units  Estimated Accuracy
 MG0429;SPC IA S     -   160,750.      705,520.      MT  (+/- 180 meters Scaled)
 MG0429
 MG0429                          SUPERSEDED SURVEY CONTROL
 MG0429
 MG0429  NGVD 29 (??/??/92)  167.741  (m)          550.33   (f) ADJ UNCH    1 2
 MG0429
 MG0429.Superseded values are not recommended for survey control.
 MG0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0429.See file dsdata.txt to determine how the superseded data were derived.
 MG0429
 MG0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF636873(NAD 83)
 MG0429_MARKER: DD = SURVEY DISK
 MG0429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0429_SP_SET: BRIDGE
 MG0429_STAMPING: 551
 MG0429_MARK LOGO: USGS  
 MG0429_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0429
 MG0429  HISTORY     - Date     Condition        Report By
 MG0429  HISTORY     - UNK      MONUMENTED       USGS
 MG0429  HISTORY     - 1940     GOOD             NGS
 MG0429  HISTORY     - 19960604 MARK NOT FOUND   USPSQD
 MG0429  HISTORY     - 19980819 GOOD             USPSQD
 MG0429  HISTORY     - 20000404 GOOD             AERSVC
 MG0429  HISTORY     - 20050618 GOOD             GEOCAC
 MG0429
 MG0429                          STATION DESCRIPTION
 MG0429
 MG0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MG0429'AT MUSCATINE.
 MG0429'AT MUSCATINE, MUSCATINE COUNTY, AT THE HIGHWAY BRIDGE OVER THE
 MG0429'MISSISSIPPI RIVER, IN THE NORTH END OF THE PIER NORTHEAST OF THE
 MG0429'SHORE, AND ABOUT 6 FEET ABOVE THE GROUND.  A UNITED STATES
 MG0429'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 551.
 MG0429
 MG0429                          STATION RECOVERY (1996)
 MG0429
 MG0429'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0429'MARK NOT FOUND.
 MG0429
 MG0429                          STATION RECOVERY (1998)
 MG0429
 MG0429'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0429'RECOVERED IN GOOD CONDITION.
 MG0429
 MG0429                          STATION RECOVERY (2000)
 MG0429
 MG0429'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0429'FOUND AS DESCRIBED.
 MG0429
 MG0429                          STATION RECOVERY (2005)
 MG0429
 MG0429'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0429'IN RIVERSIDE PARK, IN LINE WITH WALNUT STREET, ABOUT LEVEL OF
 MG0429'SIDEWALK, IN PIER WHICH IS ONLY REMNANT OF OLD BRIDGE. STAMPING
 MG0429'550.330 AND 551 FEET. HANDHELD COORDINATES N41 25 17.9 W091 02 27.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0372 ***********************************************************************
 MH0372  DESIGNATION -  57
 MH0372  PID         -  MH0372
 MH0372  STATE/COUNTY-  IA/POLK
 MH0372  USGS QUAD   -  DES MOINES SE (1976)
 MH0372
 MH0372                         *CURRENT SURVEY CONTROL
 MH0372  ___________________________________________________________________
 MH0372* NAD 83(1986)-  41 35 01.     (N)    093 31 58.     (W)     SCALED    
 MH0372* NAVD 88     -       242.110  (meters)     794.32   (feet)  ADJUSTED  
 MH0372  ___________________________________________________________________
 MH0372  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 MH0372  DYNAMIC HT  -         242.007 (meters)     793.98  (feet)  COMP
 MH0372  MODELED GRAV-     980,191.7   (mgal)                       NAVD 88
 MH0372
 MH0372  VERT ORDER  -  FIRST     CLASS II
 MH0372
 MH0372.The horizontal coordinates were scaled from a topographic map and have
 MH0372.an estimated accuracy of +/- 6 seconds.
 MH0372
 MH0372.The orthometric height was determined by differential leveling
 MH0372.and adjusted by the National Geodetic Survey in June 1991..
 MH0372
 MH0372.The geoid height was determined by GEOID03.
 MH0372
 MH0372.The dynamic height is computed by dividing the NAVD 88
 MH0372.geopotential number by the normal gravity value computed on the
 MH0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0372.degrees latitude (g = 980.6199 gals.).
 MH0372
 MH0372.The modeled gravity was interpolated from observed gravity values.
 MH0372
 MH0372;                    North         East    Units  Estimated Accuracy
 MH0372;SPC IA S     -   175,860.      497,270.      MT  (+/- 180 meters Scaled)
 MH0372
 MH0372                          SUPERSEDED SURVEY CONTROL
 MH0372
 MH0372  NGVD 29 (??/??/92)  242.083  (m)          794.23   (f) ADJ UNCH    1 2
 MH0372
 MH0372.Superseded values are not recommended for survey control.
 MH0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0372.See file dsdata.txt to determine how the superseded data were derived.
 MH0372
 MH0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG555036(NAD 83)
 MH0372_MARKER: DD = SURVEY DISK
 MH0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0372_SP_SET: BRIDGE ABUTMENT
 MH0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0372
 MH0372  HISTORY     - Date     Condition        Report By
 MH0372  HISTORY     - UNK      MONUMENTED       DOD
 MH0372  HISTORY     - 1934     MARK NOT FOUND   NGS
 MH0372
 MH0372                          STATION DESCRIPTION
 MH0372
 MH0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0372'6 MI E FROM DES MOINES.
 MH0372'6.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0372'FROM DES MOINES, POLK COUNTY, AND ON THE EAST END OF THE NORTH
 MH0372'ABUTMENT OF A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0577 ***********************************************************************
 MG0577  DESIGNATION -  57 18
 MG0577  PID         -  MG0577
 MG0577  STATE/COUNTY-  IA/LINN
 MG0577  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0577
 MG0577                         *CURRENT SURVEY CONTROL
 MG0577  ___________________________________________________________________
 MG0577* NAD 83(1986)-  41 55 38.     (N)    091 39 24.     (W)     SCALED    
 MG0577* NAVD 88     -       227.097  (meters)     745.07   (feet)  ADJUSTED  
 MG0577  ___________________________________________________________________
 MG0577  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MG0577  DYNAMIC HT  -         227.011 (meters)     744.79  (feet)  COMP
 MG0577  MODELED GRAV-     980,241.8   (mgal)                       NAVD 88
 MG0577
 MG0577  VERT ORDER  -  FIRST     CLASS II
 MG0577
 MG0577.The horizontal coordinates were scaled from a topographic map and have
 MG0577.an estimated accuracy of +/- 6 seconds.
 MG0577
 MG0577.The orthometric height was determined by differential leveling
 MG0577.and adjusted by the National Geodetic Survey in June 1991..
 MG0577
 MG0577.The geoid height was determined by GEOID03.
 MG0577
 MG0577.The dynamic height is computed by dividing the NAVD 88
 MG0577.geopotential number by the normal gravity value computed on the
 MG0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0577.degrees latitude (g = 980.6199 gals.).
 MG0577
 MG0577.The modeled gravity was interpolated from observed gravity values.
 MG0577
 MG0577;                    North         East    Units  Estimated Accuracy
 MG0577;SPC IA N     - 1,049,120.    1,652,890.      MT  (+/- 180 meters Scaled)
 MG0577
 MG0577                          SUPERSEDED SURVEY CONTROL
 MG0577
 MG0577  NGVD 29 (??/??/92)  227.121  (m)          745.15   (f) ADJ UNCH    1 2
 MG0577
 MG0577.Superseded values are not recommended for survey control.
 MG0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0577.See file dsdata.txt to determine how the superseded data were derived.
 MG0577
 MG0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG113425(NAD 83)
 MG0577_MARKER: DD = SURVEY DISK
 MG0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0577_STAMPING: 57-18
 MG0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0577+STABILITY: SURFACE MOTION
 MG0577
 MG0577  HISTORY     - Date     Condition        Report By
 MG0577  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0577  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0577
 MG0577                          STATION DESCRIPTION
 MG0577
 MG0577'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0577'1.1 MI S FROM CEDAR RAPIDS.
 MG0577'1.1 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE CHICAGO AND
 MG0577'NORTH WESTERN RAILWAY UNDERPASS AT THE SOUTH SIDE OF CEDAR
 MG0577'RAPIDS, LINN COUNTY, AT THE SOUTHEAST CORNER OF HUNTER FIELD,
 MG0577'130 FEET NORTHEAST OF THE INTERSECTION OF COUNTY ROAD X, AND
 MG0577'70 FEET EAST OF THE EAST WING WALL OF A CULVERT UNDER THE
 MG0577'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 57-18 AND SET
 MG0577'IN THE TOP OF A CONCRETE POST.
 MG0577
 MG0577                          STATION RECOVERY (1998)
 MG0577
 MG0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0577'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0576 ***********************************************************************
 MG0576  DESIGNATION -  57 20
 MG0576  PID         -  MG0576
 MG0576  STATE/COUNTY-  IA/LINN
 MG0576  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0576
 MG0576                         *CURRENT SURVEY CONTROL
 MG0576  ___________________________________________________________________
 MG0576* NAD 83(1986)-  41 55 14.     (N)    091 39 23.     (W)     SCALED    
 MG0576* NAVD 88     -       240.370  (meters)     788.61   (feet)  ADJUSTED  
 MG0576  ___________________________________________________________________
 MG0576  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 MG0576  DYNAMIC HT  -         240.279 (meters)     788.32  (feet)  COMP
 MG0576  MODELED GRAV-     980,241.1   (mgal)                       NAVD 88
 MG0576
 MG0576  VERT ORDER  -  FIRST     CLASS II
 MG0576
 MG0576.The horizontal coordinates were scaled from a topographic map and have
 MG0576.an estimated accuracy of +/- 6 seconds.
 MG0576
 MG0576.The orthometric height was determined by differential leveling
 MG0576.and adjusted by the National Geodetic Survey in June 1991..
 MG0576
 MG0576.The geoid height was determined by GEOID03.
 MG0576
 MG0576.The dynamic height is computed by dividing the NAVD 88
 MG0576.geopotential number by the normal gravity value computed on the
 MG0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0576.degrees latitude (g = 980.6199 gals.).
 MG0576
 MG0576.The modeled gravity was interpolated from observed gravity values.
 MG0576
 MG0576;                    North         East    Units  Estimated Accuracy
 MG0576;SPC IA N     - 1,048,380.    1,652,930.      MT  (+/- 180 meters Scaled)
 MG0576
 MG0576                          SUPERSEDED SURVEY CONTROL
 MG0576
 MG0576  NGVD 29 (??/??/92)  240.394  (m)          788.69   (f) ADJ UNCH    1 2
 MG0576
 MG0576.Superseded values are not recommended for survey control.
 MG0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0576.See file dsdata.txt to determine how the superseded data were derived.
 MG0576
 MG0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG114418(NAD 83)
 MG0576_MARKER: DD = SURVEY DISK
 MG0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0576_STAMPING: 57-20
 MG0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0576+STABILITY: SURFACE MOTION
 MG0576
 MG0576  HISTORY     - Date     Condition        Report By
 MG0576  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0576  HISTORY     - 1957     MARK NOT FOUND   NGS
 MG0576  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0576
 MG0576                          STATION DESCRIPTION
 MG0576
 MG0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MG0576'1.6 MI S FROM CEDAR RAPIDS.
 MG0576'1.6 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE CHICAGO AND
 MG0576'NORTH WESTERN RAILWAY UNDERPASS AT THE SOUTH SIDE OF CEDAR
 MG0576'RAPIDS, LINN COUNTY, 3/4 MILE SOUTH OF HUNTER FIELD, 171 FEET
 MG0576'NORTH OF THE SOUTH LINE OF SEC. 10, T.82 N., R.7 W., OPPOSITE
 MG0576'THE H.A. STONER HOUSE, ON THE EAST SIDE OF THE HIGHWAY, AND 6
 MG0576'FEET FROM THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD
 MG0576'DISK, STAMPED 57-20 AND SET IN THE TOP OF A CONCRETE POST.
 MG0576
 MG0576                          STATION RECOVERY (1998)
 MG0576
 MG0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0576'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0578 ***********************************************************************
 MG0578  DESIGNATION -  57 200
 MG0578  PID         -  MG0578
 MG0578  STATE/COUNTY-  IA/LINN
 MG0578  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0578
 MG0578                         *CURRENT SURVEY CONTROL
 MG0578  ___________________________________________________________________
 MG0578* NAD 83(1986)-  41 56 27.     (N)    091 39 24.     (W)     SCALED    
 MG0578* NAVD 88     -       219.474  (meters)     720.06   (feet)  ADJUSTED  
 MG0578  ___________________________________________________________________
 MG0578  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 MG0578  DYNAMIC HT  -         219.392 (meters)     719.79  (feet)  COMP
 MG0578  MODELED GRAV-     980,243.1   (mgal)                       NAVD 88
 MG0578
 MG0578  VERT ORDER  -  FIRST     CLASS II
 MG0578
 MG0578.The horizontal coordinates were scaled from a topographic map and have
 MG0578.an estimated accuracy of +/- 6 seconds.
 MG0578
 MG0578.The orthometric height was determined by differential leveling
 MG0578.and adjusted by the National Geodetic Survey in June 1991..
 MG0578
 MG0578.The geoid height was determined by GEOID03.
 MG0578
 MG0578.The dynamic height is computed by dividing the NAVD 88
 MG0578.geopotential number by the normal gravity value computed on the
 MG0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0578.degrees latitude (g = 980.6199 gals.).
 MG0578
 MG0578.The modeled gravity was interpolated from observed gravity values.
 MG0578
 MG0578;                    North         East    Units  Estimated Accuracy
 MG0578;SPC IA N     - 1,050,630.    1,652,860.      MT  (+/- 180 meters Scaled)
 MG0578
 MG0578                          SUPERSEDED SURVEY CONTROL
 MG0578
 MG0578  NGVD 29 (??/??/92)  219.497  (m)          720.13   (f) ADJ UNCH    1 2
 MG0578
 MG0578.Superseded values are not recommended for survey control.
 MG0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0578.See file dsdata.txt to determine how the superseded data were derived.
 MG0578
 MG0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG113440(NAD 83)
 MG0578_MARKER: DD = SURVEY DISK
 MG0578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0578_SP_SET: ABUTMENT
 MG0578_STAMPING: 57-200
 MG0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0578
 MG0578  HISTORY     - Date     Condition        Report By
 MG0578  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0578  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0578
 MG0578                          STATION DESCRIPTION
 MG0578
 MG0578'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0578'0.2 MI S FROM CEDAR RAPIDS.
 MG0578'0.2 MILE SOUTH ALONG U.S. HIGHWAY 218 FROM THE CHICAGO AND
 MG0578'NORTH WESTERN RAILWAY UNDERPASS AT THE SOUTH SIDE OF CEDAR
 MG0578'RAPIDS, LINN COUNTY, AT A STEEL-TRUSS BRIDGE, AND IN THE TOP OF THE
 MG0578'SOUTHEAST ABUTMENT.  A STATE SURVEY STANDARD DISK, STAMPED 57-200.
 MG0578
 MG0578                          STATION RECOVERY (1998)
 MG0578
 MG0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0578'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0575 ***********************************************************************
 MG0575  DESIGNATION -  57 21
 MG0575  PID         -  MG0575
 MG0575  STATE/COUNTY-  IA/LINN
 MG0575  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0575
 MG0575                         *CURRENT SURVEY CONTROL
 MG0575  ___________________________________________________________________
 MG0575* NAD 83(1986)-  41 54 39.     (N)    091 39 24.     (W)     SCALED    
 MG0575* NAVD 88     -       265.809  (meters)     872.08   (feet)  ADJUSTED  
 MG0575  ___________________________________________________________________
 MG0575  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 MG0575  DYNAMIC HT  -         265.709 (meters)     871.75  (feet)  COMP
 MG0575  MODELED GRAV-     980,240.3   (mgal)                       NAVD 88
 MG0575
 MG0575  VERT ORDER  -  FIRST     CLASS II
 MG0575
 MG0575.The horizontal coordinates were scaled from a topographic map and have
 MG0575.an estimated accuracy of +/- 6 seconds.
 MG0575
 MG0575.The orthometric height was determined by differential leveling
 MG0575.and adjusted by the National Geodetic Survey in June 1991..
 MG0575
 MG0575.The geoid height was determined by GEOID03.
 MG0575
 MG0575.The dynamic height is computed by dividing the NAVD 88
 MG0575.geopotential number by the normal gravity value computed on the
 MG0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0575.degrees latitude (g = 980.6199 gals.).
 MG0575
 MG0575.The modeled gravity was interpolated from observed gravity values.
 MG0575
 MG0575;                    North         East    Units  Estimated Accuracy
 MG0575;SPC IA N     - 1,047,300.    1,652,930.      MT  (+/- 180 meters Scaled)
 MG0575
 MG0575                          SUPERSEDED SURVEY CONTROL
 MG0575
 MG0575  NGVD 29 (??/??/92)  265.835  (m)          872.16   (f) ADJ UNCH    1 2
 MG0575
 MG0575.Superseded values are not recommended for survey control.
 MG0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0575.See file dsdata.txt to determine how the superseded data were derived.
 MG0575
 MG0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG114407(NAD 83)
 MG0575_MARKER: DD = SURVEY DISK
 MG0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0575_STAMPING: 57-21
 MG0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0575+STABILITY: SURFACE MOTION
 MG0575
 MG0575  HISTORY     - Date     Condition        Report By
 MG0575  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0575  HISTORY     - 1957     GOOD             NGS
 MG0575
 MG0575                          STATION DESCRIPTION
 MG0575
 MG0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MG0575'2.2 MI S FROM CEDAR RAPIDS.
 MG0575'2.2 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE CHICAGO AND
 MG0575'NORTH WESTERN RAILWAY UNDERPASS AT THE SOUTH SIDE OF CEDAR
 MG0575'RAPIDS, LINN COUNTY, 1-3 MILES SOUTH OF HUNTER FIELD, 495 FEET
 MG0575'SOUTH OF THE EAST-AND-WEST HALF-SECTION LINE OF SEC. 15, T.82 N.,
 MG0575'R.7 W., 85 FEET NORTH OF THE DEEPEST POINT OF A DEEP CUT, 18 FEET
 MG0575'EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1-1/2 FEET HIGHER
 MG0575'THAN THE HIGHWAY. A STATE SURVEY STANDARD DISK, STAMPED 57-21 AND
 MG0575'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0574 ***********************************************************************
 MG0574  DESIGNATION -  57 22
 MG0574  PID         -  MG0574
 MG0574  STATE/COUNTY-  IA/LINN
 MG0574  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0574
 MG0574                         *CURRENT SURVEY CONTROL
 MG0574  ___________________________________________________________________
 MG0574* NAD 83(1986)-  41 54 16.     (N)    091 39 23.     (W)     SCALED    
 MG0574* NAVD 88     -       248.654  (meters)     815.79   (feet)  ADJUSTED  
 MG0574  ___________________________________________________________________
 MG0574  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 MG0574  DYNAMIC HT  -         248.560 (meters)     815.48  (feet)  COMP
 MG0574  MODELED GRAV-     980,239.8   (mgal)                       NAVD 88
 MG0574
 MG0574  VERT ORDER  -  FIRST     CLASS II
 MG0574
 MG0574.The horizontal coordinates were scaled from a topographic map and have
 MG0574.an estimated accuracy of +/- 6 seconds.
 MG0574
 MG0574.The orthometric height was determined by differential leveling
 MG0574.and adjusted by the National Geodetic Survey in June 1991..
 MG0574
 MG0574.The geoid height was determined by GEOID03.
 MG0574
 MG0574.The dynamic height is computed by dividing the NAVD 88
 MG0574.geopotential number by the normal gravity value computed on the
 MG0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0574.degrees latitude (g = 980.6199 gals.).
 MG0574
 MG0574.The modeled gravity was interpolated from observed gravity values.
 MG0574
 MG0574;                    North         East    Units  Estimated Accuracy
 MG0574;SPC IA N     - 1,046,590.    1,652,970.      MT  (+/- 180 meters Scaled)
 MG0574
 MG0574                          SUPERSEDED SURVEY CONTROL
 MG0574
 MG0574  NGVD 29 (??/??/92)  248.679  (m)          815.87   (f) ADJ UNCH    1 2
 MG0574
 MG0574.Superseded values are not recommended for survey control.
 MG0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0574.See file dsdata.txt to determine how the superseded data were derived.
 MG0574
 MG0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG114400(NAD 83)
 MG0574_MARKER: DD = SURVEY DISK
 MG0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0574_STAMPING: 57-22
 MG0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0574+STABILITY: SURFACE MOTION
 MG0574
 MG0574  HISTORY     - Date     Condition        Report By
 MG0574  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0574  HISTORY     - 1957     MARK NOT FOUND   NGS
 MG0574
 MG0574                          STATION DESCRIPTION
 MG0574
 MG0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MG0574'2.6 MI S FROM CEDAR RAPIDS.
 MG0574'2.6 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE CHICAGO AND
 MG0574'NORTH WESTERN RAILWAY UNDERPASS AT THE SOUTH SIDE OF CEDAR RAPIDS,
 MG0574'LINN COUNTY, 1-3/4 MILES SOUTH OF HUNTER FIELD, IN SEC. 22,
 MG0574'T.22 N., R.7 W., OPPOSITE THE T.P. KOHRAB HOUSE, ON THE SOUTH
 MG0574'PROPERTY LINE OF A RURAL SCHOOL, 207 FEET SOUTH OF THE CENTERLINE
 MG0574'OF THE EAST-AND-WEST ROAD ALONG THE NORTH LINE OF SEC. 22,
 MG0574'79 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STONE FOUNDATION
 MG0574'OF THE SCHOOLHOUSE, AND ON THE EAST SIDE OF THE HIGHWAY.  A
 MG0574'STATE SURVEY STANDARD DISK, STAMPED 57-22 AND SET IN THE TOP OF
 MG0574'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0573 ***********************************************************************
 MG0573  DESIGNATION -  57 23
 MG0573  PID         -  MG0573
 MG0573  STATE/COUNTY-  IA/LINN
 MG0573  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0573
 MG0573                         *CURRENT SURVEY CONTROL
 MG0573  ___________________________________________________________________
 MG0573* NAD 83(1986)-  41 53 33.     (N)    091 39 23.     (W)     SCALED    
 MG0573* NAVD 88     -       257.224  (meters)     843.91   (feet)  ADJUSTED  
 MG0573  ___________________________________________________________________
 MG0573  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 MG0573  DYNAMIC HT  -         257.126 (meters)     843.59  (feet)  COMP
 MG0573  MODELED GRAV-     980,238.9   (mgal)                       NAVD 88
 MG0573
 MG0573  VERT ORDER  -  FIRST     CLASS II
 MG0573
 MG0573.The horizontal coordinates were scaled from a topographic map and have
 MG0573.an estimated accuracy of +/- 6 seconds.
 MG0573
 MG0573.The orthometric height was determined by differential leveling
 MG0573.and adjusted by the National Geodetic Survey in June 1991..
 MG0573
 MG0573.The geoid height was determined by GEOID03.
 MG0573
 MG0573.The dynamic height is computed by dividing the NAVD 88
 MG0573.geopotential number by the normal gravity value computed on the
 MG0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0573.degrees latitude (g = 980.6199 gals.).
 MG0573
 MG0573.The modeled gravity was interpolated from observed gravity values.
 MG0573
 MG0573;                    North         East    Units  Estimated Accuracy
 MG0573;SPC IA N     - 1,045,270.    1,653,000.      MT  (+/- 180 meters Scaled)
 MG0573
 MG0573                          SUPERSEDED SURVEY CONTROL
 MG0573
 MG0573  NGVD 29 (??/??/92)  257.250  (m)          843.99   (f) ADJ UNCH    1 2
 MG0573
 MG0573.Superseded values are not recommended for survey control.
 MG0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0573.See file dsdata.txt to determine how the superseded data were derived.
 MG0573
 MG0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG114387(NAD 83)
 MG0573_MARKER: DD = SURVEY DISK
 MG0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0573_STAMPING: 57-23
 MG0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0573+STABILITY: SURFACE MOTION
 MG0573
 MG0573  HISTORY     - Date     Condition        Report By
 MG0573  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0573  HISTORY     - 1957     MARK NOT FOUND   NGS
 MG0573  HISTORY     - 1957     MARK NOT FOUND   NGS
 MG0573
 MG0573                          STATION DESCRIPTION
 MG0573
 MG0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MG0573'3.5 MI S FROM CEDAR RAPIDS.
 MG0573'3-1/2 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE CHICAGO AND
 MG0573'NORTH WESTERN RAILWAY UNDERPASS AT THE SOUTH SIDE OF CEDAR
 MG0573'RAPIDS, LINN COUNTY, 2-1/2 MILES SOUTH OF HUNTER FIELD, NEAR THE
 MG0573'SOUTHWEST CORNER OF SEC. 22, T.82 N., R.7 W., 228 FEET NORTH
 MG0573'OF THE NORTH END OF A CURVE, AND 24.5 FEET EAST OF THE CENTERLINE
 MG0573'OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 57-23 AND
 MG0573'SET IN THE TOP OF A CONCRETE POST.
 MG0573
 MG0573                          STATION RECOVERY (1957)
 MG0573
 MG0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MG0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0571 ***********************************************************************
 MG0571  DESIGNATION -  57 24
 MG0571  PID         -  MG0571
 MG0571  STATE/COUNTY-  IA/LINN
 MG0571  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0571
 MG0571                         *CURRENT SURVEY CONTROL
 MG0571  ___________________________________________________________________
 MG0571* NAD 83(1986)-  41 53 24.     (N)    091 39 23.     (W)     SCALED    
 MG0571* NAVD 88     -       253.209  (meters)     830.74   (feet)  ADJUSTED  
 MG0571  ___________________________________________________________________
 MG0571  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 MG0571  DYNAMIC HT  -         253.113 (meters)     830.42  (feet)  COMP
 MG0571  MODELED GRAV-     980,238.7   (mgal)                       NAVD 88
 MG0571
 MG0571  VERT ORDER  -  FIRST     CLASS II
 MG0571
 MG0571.The horizontal coordinates were scaled from a topographic map and have
 MG0571.an estimated accuracy of +/- 6 seconds.
 MG0571
 MG0571.The orthometric height was determined by differential leveling
 MG0571.and adjusted by the National Geodetic Survey in June 1991..
 MG0571
 MG0571.The geoid height was determined by GEOID03.
 MG0571
 MG0571.The dynamic height is computed by dividing the NAVD 88
 MG0571.geopotential number by the normal gravity value computed on the
 MG0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0571.degrees latitude (g = 980.6199 gals.).
 MG0571
 MG0571.The modeled gravity was interpolated from observed gravity values.
 MG0571
 MG0571;                    North         East    Units  Estimated Accuracy
 MG0571;SPC IA N     - 1,044,990.    1,653,000.      MT  (+/- 180 meters Scaled)
 MG0571
 MG0571                          SUPERSEDED SURVEY CONTROL
 MG0571
 MG0571  NGVD 29 (??/??/92)  253.235  (m)          830.82   (f) ADJ UNCH    1 2
 MG0571
 MG0571.Superseded values are not recommended for survey control.
 MG0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0571.See file dsdata.txt to determine how the superseded data were derived.
 MG0571
 MG0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG114384(NAD 83)
 MG0571_MARKER: DD = SURVEY DISK
 MG0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0571_STAMPING: 57-24
 MG0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0571+STABILITY: SURFACE MOTION
 MG0571
 MG0571  HISTORY     - Date     Condition        Report By
 MG0571  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0571  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0571
 MG0571                          STATION DESCRIPTION
 MG0571
 MG0571'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0571'2 MI N FROM WESTERN COLLEGE.
 MG0571'2 MILES NORTH AND 1/2 MILE WEST ALONG U.S. HIGHWAY 218 FROM THE
 MG0571'JOHNSON-LINN COUNTY LINE AT WESTERN COLLEGE, LINN COUNTY, AT THE
 MG0571'WEST END OF AN EAST-AND-WEST TANGENT IN THE HIGHWAY, 5 FEET
 MG0571'NORTH OF THE CORNER POST AT THE NORTHEAST CORNER OF SEC. 28,
 MG0571'T.82 N., R.7 W., AND ON THE SOUTH SIDE OF THE ROAD LEADING WEST
 MG0571'ALONG THE NORTH LIEN OF SECTION 28.  A STATE SURVEY STANDARD
 MG0571'DISK, STAMPED 57-24 AND SET IN THE TOP OF A CONCRETE POST.
 MG0571
 MG0571                          STATION RECOVERY (1998)
 MG0571
 MG0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0571'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9176 ***********************************************************************
 AE9176  DESIGNATION -  57 24 RESET
 AE9176  PID         -  AE9176
 AE9176  STATE/COUNTY-  IA/LINN
 AE9176  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 AE9176
 AE9176                         *CURRENT SURVEY CONTROL
 AE9176  ___________________________________________________________________
 AE9176* NAD 83(1986)-  41 53 26.     (N)    091 39 06.     (W)     SCALED    
 AE9176* NAVD 88     -       256.564  (meters)     841.74   (feet)  ADJUSTED  
 AE9176  ___________________________________________________________________
 AE9176  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 AE9176  DYNAMIC HT  -         256.467 (meters)     841.43  (feet)  COMP
 AE9176  MODELED GRAV-     980,238.9   (mgal)                       NAVD 88
 AE9176
 AE9176  VERT ORDER  -  SECOND    CLASS I
 AE9176
 AE9176.The horizontal coordinates were scaled from a topographic map and have
 AE9176.an estimated accuracy of +/- 6 seconds.
 AE9176
 AE9176.The orthometric height was determined by differential leveling
 AE9176.and adjusted by the National Geodetic Survey in July 2002..
 AE9176
 AE9176.The geoid height was determined by GEOID03.
 AE9176
 AE9176.The dynamic height is computed by dividing the NAVD 88
 AE9176.geopotential number by the normal gravity value computed on the
 AE9176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9176.degrees latitude (g = 980.6199 gals.).
 AE9176
 AE9176.The modeled gravity was interpolated from observed gravity values.
 AE9176
 AE9176;                    North         East    Units  Estimated Accuracy
 AE9176;SPC IA N     - 1,045,060.    1,653,390.      MT  (+/- 180 meters Scaled)
 AE9176
 AE9176                          SUPERSEDED SURVEY CONTROL
 AE9176
 AE9176.No superseded survey control is available for this station.
 AE9176
 AE9176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG118385(NAD 83)
 AE9176_MARKER: DV = VERTICAL CONTROL DISK
 AE9176_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE9176+WITH SETTING: INTO GROUND
 AE9176_STAMPING: 57 24 RESET 1973 RESET 1974 STATE SURVEY
 AE9176_MARK LOGO: NGS   
 AE9176_PROJECTION: FLUSH
 AE9176_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9176+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1998
 AE9176_ROD/PIPE-DEPTH: 1.3  meters
 AE9176
 AE9176  HISTORY     - Date     Condition        Report By
 AE9176  HISTORY     - 1974     MONUMENTED       NGS
 AE9176  HISTORY     - 19980107 GOOD             NGS
 AE9176
 AE9176                          STATION DESCRIPTION
 AE9176
 AE9176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9176'0.2 KM (0.10 MI) WESTERLY ALONG DOWS STREET FROM THE POST OFFICE IN
 AE9176'ELY, THENCE 2.2 KM (1.35 MI) NORTHERLY ALONG STATE STREET, THENCE 4.3
 AE9176'KM (2.65 MI) WESTERLY ALONG WRIGHT BROS BOULEVARD, 39.7 M (130.2 FT)
 AE9176'EAST OF THE SOUTHEAST CORNER OF A HOUSE, 20.3 M (66.6 FT) WEST OF THE
 AE9176'BOULEVARD CENTER, 20.2 M (66.3 FT) EAST OF A UTILITY POLE, 2.1 M (6.9
 AE9176'FT) NORTH OF A FENCE CORNER AND AN UNDERGROUND CABLE WARNING SIGN, 0.3
 AE9176'M (1.0 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 AE9176'THE BOULEVARD, AND 0.2 M (0.7 FT) WEST OF A FENCE. NOTE--THE DISK IS
 AE9176'ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0569 ***********************************************************************
 MG0569  DESIGNATION -  57 25
 MG0569  PID         -  MG0569
 MG0569  STATE/COUNTY-  IA/LINN
 MG0569  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0569
 MG0569                         *CURRENT SURVEY CONTROL
 MG0569  ___________________________________________________________________
 MG0569* NAD 83(1986)-  41 53 24.     (N)    091 39 05.     (W)     SCALED    
 MG0569* NAVD 88     -       257.143  (meters)     843.64   (feet)  ADJUSTED  
 MG0569  ___________________________________________________________________
 MG0569  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 MG0569  DYNAMIC HT  -         257.046 (meters)     843.33  (feet)  COMP
 MG0569  MODELED GRAV-     980,238.9   (mgal)                       NAVD 88
 MG0569
 MG0569  VERT ORDER  -  FIRST     CLASS II
 MG0569
 MG0569.The horizontal coordinates were scaled from a topographic map and have
 MG0569.an estimated accuracy of +/- 6 seconds.
 MG0569
 MG0569.The orthometric height was determined by differential leveling
 MG0569.and adjusted by the National Geodetic Survey in June 1991..
 MG0569
 MG0569.The geoid height was determined by GEOID03.
 MG0569
 MG0569.The dynamic height is computed by dividing the NAVD 88
 MG0569.geopotential number by the normal gravity value computed on the
 MG0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0569.degrees latitude (g = 980.6199 gals.).
 MG0569
 MG0569.The modeled gravity was interpolated from observed gravity values.
 MG0569
 MG0569;                    North         East    Units  Estimated Accuracy
 MG0569;SPC IA N     - 1,045,000.    1,653,420.      MT  (+/- 180 meters Scaled)
 MG0569
 MG0569                          SUPERSEDED SURVEY CONTROL
 MG0569
 MG0569  NGVD 29 (??/??/92)  257.169  (m)          843.73   (f) ADJ UNCH    1 2
 MG0569
 MG0569.Superseded values are not recommended for survey control.
 MG0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0569.See file dsdata.txt to determine how the superseded data were derived.
 MG0569
 MG0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG118384(NAD 83)
 MG0569_MARKER: DD = SURVEY DISK
 MG0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0569_STAMPING: 57-25
 MG0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0569+STABILITY: SURFACE MOTION
 MG0569
 MG0569  HISTORY     - Date     Condition        Report By
 MG0569  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0569  HISTORY     - 1957     MARK NOT FOUND   NGS
 MG0569  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0569
 MG0569                          STATION DESCRIPTION
 MG0569
 MG0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MG0569'2.2 MI W FROM WESTERN COLLEGE.
 MG0569'2 MILES NORTH AND 1/4 MILE WEST ALONG U.S. HIGHWAY 218 FROM THE
 MG0569'JOHNSON-LINN COUNTY LINE AT WESTERN COLLEGE, LINN COUNTY, IN
 MG0569'SEC. 27 , T.82 N., R.7 W., AT THE MIDDLE OF HALF-MILE
 MG0569'EAST-AND-WEST PORTION OF THE HIGHWAY, AT THE TOP OF A RISE,
 MG0569'ON THE SOUTH SIDE OF THE HIGHWAY, 2 FEET INSIDE THE RIGHT-OF-WAY
 MG0569'LINE, AND 2 FEET NORTH OF THE POST AT THE QUARTER-QUARTER-SECTION
 MG0569'CORNER.  A STATE SURVEY STANDARD DISK STAMPED 57-25 AND SET IN
 MG0569'THE TOP OF A CONCRETE POST.
 MG0569
 MG0569                          STATION RECOVERY (1998)
 MG0569
 MG0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0569'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0570 ***********************************************************************
 MG0570  DESIGNATION -  57 25 RESET
 MG0570  PID         -  MG0570
 MG0570  STATE/COUNTY-  IA/LINN
 MG0570  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0570
 MG0570                         *CURRENT SURVEY CONTROL
 MG0570  ___________________________________________________________________
 MG0570* NAD 83(1986)-  41 53 24.     (N)    091 39 05.     (W)     SCALED    
 MG0570* NAVD 88     -       257.36   (meters)     844.4    (feet)  RESET     
 MG0570  ___________________________________________________________________
 MG0570  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 MG0570
 MG0570  VERT ORDER  -  THIRD
 MG0570
 MG0570.The horizontal coordinates were scaled from a topographic map and have
 MG0570.an estimated accuracy of +/- 6 seconds.
 MG0570
 MG0570.The orthometric height was computed from unverified reset data.
 MG0570.No vertical observational check was made to the station.
 MG0570
 MG0570.The geoid height was determined by GEOID03.
 MG0570
 MG0570;                    North         East    Units  Estimated Accuracy
 MG0570;SPC IA N     - 1,045,000.    1,653,420.      MT  (+/- 180 meters Scaled)
 MG0570
 MG0570                          SUPERSEDED SURVEY CONTROL
 MG0570
 MG0570  NGVD 29 (??/??/??)  257.39   (m)          844.5    (f) RESET       3  
 MG0570
 MG0570.Superseded values are not recommended for survey control.
 MG0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0570.See file dsdata.txt to determine how the superseded data were derived.
 MG0570
 MG0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG118384(NAD 83)
 MG0570_MARKER: DB = BENCH MARK DISK
 MG0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0570_STAMPING: STATE SURVEY 57-25 RESET 1973
 MG0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0570+STABILITY: SURFACE MOTION
 MG0570
 MG0570  HISTORY     - Date     Condition        Report By
 MG0570  HISTORY     - 1973     MONUMENTED       NGS
 MG0570  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0570
 MG0570                          STATION DESCRIPTION
 MG0570
 MG0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MG0570'6 MI SE FROM CEDAR RAPIDS.
 MG0570'TO REACH THE BENCH MARK FROM THE JUNCTION OF U.S. HIGHWAY 218
 MG0570'AND STATE HIGHWAY 84 WEST, ABOUT 6 MILES SOUTH OF CEDAR RAPIDS,
 MG0570'GO EAST ON I 380 CONNECTION ROAD FOR 0.3 MILE TO CENTER OF I 380
 MG0570'OVERPASS, CONTINUE EAST FOR 1.0 MILE TO A HOUSE AND THE BENCH
 MG0570'MARK ON THE LEFT.  THE BENCH MARK IS A STANDARD DISK STAMPED
 MG0570'STATE SURVEY 57-25 RESET 1973, CRIMPED TO THE TOP OF A 5/8
 MG0570'INCH COPPER COATED ROD WITH A 10 INCH STEEL PLATE BOLTED AT
 MG0570'THE BOTTOM, ENCASED IN A PLASTIC PIPE AND IS FLUSH WITH THE GROUND
 MG0570'SURFACE.  IT IS 148.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 MG0570'HOUSE, 58 FEET NORTH OF THE CENTER OF THE ROAD, 1 FOOT WEST OF
 MG0570'A FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.
 MG0570
 MG0570                          STATION RECOVERY (1998)
 MG0570
 MG0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0570'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0567 ***********************************************************************
 MG0567  DESIGNATION -  57 26
 MG0567  PID         -  MG0567
 MG0567  STATE/COUNTY-  IA/LINN
 MG0567  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0567
 MG0567                         *CURRENT SURVEY CONTROL
 MG0567  ___________________________________________________________________
 MG0567* NAD 83(1986)-  41 53 23.     (N)    091 38 49.     (W)     SCALED    
 MG0567* NAVD 88     -       255.654  (meters)     838.76   (feet)  ADJUSTED  
 MG0567  ___________________________________________________________________
 MG0567  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 MG0567  DYNAMIC HT  -         255.557 (meters)     838.44  (feet)  COMP
 MG0567  MODELED GRAV-     980,239.1   (mgal)                       NAVD 88
 MG0567
 MG0567  VERT ORDER  -  FIRST     CLASS II
 MG0567
 MG0567.The horizontal coordinates were scaled from a topographic map and have
 MG0567.an estimated accuracy of +/- 6 seconds.
 MG0567
 MG0567.The orthometric height was determined by differential leveling
 MG0567.and adjusted by the National Geodetic Survey in June 1991..
 MG0567
 MG0567.The geoid height was determined by GEOID03.
 MG0567
 MG0567.The dynamic height is computed by dividing the NAVD 88
 MG0567.geopotential number by the normal gravity value computed on the
 MG0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0567.degrees latitude (g = 980.6199 gals.).
 MG0567
 MG0567.The modeled gravity was interpolated from observed gravity values.
 MG0567
 MG0567;                    North         East    Units  Estimated Accuracy
 MG0567;SPC IA N     - 1,044,980.    1,653,790.      MT  (+/- 180 meters Scaled)
 MG0567
 MG0567                          SUPERSEDED SURVEY CONTROL
 MG0567
 MG0567  NGVD 29 (??/??/92)  255.680  (m)          838.84   (f) ADJ UNCH    1 2
 MG0567
 MG0567.Superseded values are not recommended for survey control.
 MG0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0567.See file dsdata.txt to determine how the superseded data were derived.
 MG0567
 MG0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG122384(NAD 83)
 MG0567_MARKER: DD = SURVEY DISK
 MG0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0567_STAMPING: 57-26
 MG0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0567+STABILITY: SURFACE MOTION
 MG0567
 MG0567  HISTORY     - Date     Condition        Report By
 MG0567  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0567  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0567
 MG0567                          STATION DESCRIPTION
 MG0567
 MG0567'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0567'2 MI N FROM WESTERN COLLEGE.
 MG0567'2 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE JOHNSON-LINN
 MG0567'COUNTY LINE AT WESTERN COLLEGE, LINN COUNTY, 372 FEET SOUTH OF
 MG0567'THE NORTH QUARTER CORNER OF SEC. 27, T.82 N., R.7 W., 196 FEET
 MG0567'NORTH OF THE SOUTH END OF A CURVE ON THE EAST SHOULDER OF THE
 MG0567'HIGHWAY, AND 17 FEET EAST OF THE CENTERLINE OF THE PAVEMENT.
 MG0567'A STATE SURVEY STANDARD DISK, STAMPED 57-26 AND SET IN THE
 MG0567'TOP OF A CONCRETE POST.
 MG0567
 MG0567                          STATION RECOVERY (1998)
 MG0567
 MG0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0567'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0568 ***********************************************************************
 MG0568  DESIGNATION -  57 26 RESET
 MG0568  PID         -  MG0568
 MG0568  STATE/COUNTY-  IA/LINN
 MG0568  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0568
 MG0568                         *CURRENT SURVEY CONTROL
 MG0568  ___________________________________________________________________
 MG0568* NAD 83(1986)-  41 53 23.     (N)    091 38 49.     (W)     SCALED    
 MG0568* NAVD 88     -       255.63   (meters)     838.7    (feet)  RESET     
 MG0568  ___________________________________________________________________
 MG0568  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 MG0568
 MG0568  VERT ORDER  -  THIRD
 MG0568
 MG0568.The horizontal coordinates were scaled from a topographic map and have
 MG0568.an estimated accuracy of +/- 6 seconds.
 MG0568
 MG0568.The orthometric height was computed from unverified reset data.
 MG0568.No vertical observational check was made to the station.
 MG0568
 MG0568.The geoid height was determined by GEOID03.
 MG0568
 MG0568;                    North         East    Units  Estimated Accuracy
 MG0568;SPC IA N     - 1,044,980.    1,653,790.      MT  (+/- 180 meters Scaled)
 MG0568
 MG0568                          SUPERSEDED SURVEY CONTROL
 MG0568
 MG0568  NGVD 29 (??/??/??)  255.66   (m)          838.8    (f) RESET       3  
 MG0568
 MG0568.Superseded values are not recommended for survey control.
 MG0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0568.See file dsdata.txt to determine how the superseded data were derived.
 MG0568
 MG0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG122384(NAD 83)
 MG0568_MARKER: DB = BENCH MARK DISK
 MG0568_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MG0568_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MG0568_STAMPING: STATE SURVEY 57-26 RESET 1973
 MG0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0568
 MG0568  HISTORY     - Date     Condition        Report By
 MG0568  HISTORY     - 1973     MONUMENTED       NGS
 MG0568  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0568
 MG0568                          STATION DESCRIPTION
 MG0568
 MG0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MG0568'6 MI SE FROM CEDAR RAPIDS.
 MG0568'TO REACH THE BENCH MARK FROM THE JUNCTION OF U.S. HIGHWAY 218
 MG0568'AND STATE HIGHWAY 84 WEST, ABOUT 6 MILES SOUTH OF CEDAR RAPIDS,
 MG0568'GO EAST ON I 380 CONNECTION ROAD FOR 0.3 MILE TO CENTER OF I
 MG0568'380 OVERPASS, CONTINUE EAST FOR 1.2 MILE TO A ROAD RIGHT, TURN
 MG0568'RIGHT AND GO SOUTH FOR 0.1 MILE TO A DRIVEWAY AND THE BENCH
 MG0568'MARK ON THE RIGHT.  THE BENCH MARK IS A STANDARD DISK STAMPED
 MG0568'STATE SURVEY 57-26 RESET 1973, CRIMPED TO THE TOP OF A 5/8
 MG0568'INCH COPPER COATED ROD WITH A 10 INCH STEEL PLATE BOLTED AT
 MG0568'THE BOTTOM, ENCASED IN A PLASTIC PIPE AND IS FLUSH WITH THE
 MG0568'GROUND SURFACE.  IT IS 105 FEET SOUTH-SOUTHEAST OF A TELEPHONE
 MG0568'JUNCTION BOX, 19.5 FEET EAST OF AN EAST END METAL GATE AND POST,
 MG0568'9 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 1 FOOT NORTHWEST
 MG0568'OF A CORNER FENCE POST AND 1 FOOT NORTH OF A FENCE.
 MG0568
 MG0568                          STATION RECOVERY (1998)
 MG0568
 MG0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0568'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0566 ***********************************************************************
 MG0566  FBN         -  This is a Federal Base Network Control Station.
 MG0566  DESIGNATION -  57 27
 MG0566  PID         -  MG0566
 MG0566  STATE/COUNTY-  IA/LINN
 MG0566  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0566
 MG0566                         *CURRENT SURVEY CONTROL
 MG0566  ___________________________________________________________________
 MG0566* NAD 83(1996)-  41 52 59.87091(N)    091 38 48.29251(W)     ADJUSTED  
 MG0566* NAVD 88     -       247.108  (meters)     810.72   (feet)  ADJUSTED  
 MG0566  ___________________________________________________________________
 MG0566  X           -    -136,669.102 (meters)                     COMP
 MG0566  Y           -  -4,753,858.431 (meters)                     COMP
 MG0566  Z           -   4,236,105.446 (meters)                     COMP
 MG0566  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 MG0566  ELLIP HEIGHT-         214.76  (meters)          (07/28/03) GPS OBS
 MG0566  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 MG0566  DYNAMIC HT  -         247.014 (meters)     810.41  (feet)  COMP
 MG0566  MODELED GRAV-     980,238.7   (mgal)                       NAVD 88
 MG0566
 MG0566  HORZ ORDER  -  B
 MG0566  VERT ORDER  -  FIRST     CLASS II
 MG0566  ELLP ORDER  -  FOURTH    CLASS I
 MG0566
 MG0566.The horizontal coordinates were established by GPS observations
 MG0566.and adjusted by the National Geodetic Survey in August 1997..
 MG0566
 MG0566.The orthometric height was determined by differential leveling
 MG0566.and adjusted by the National Geodetic Survey in June 1991..
 MG0566
 MG0566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MG0566
 MG0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0566
 MG0566.The ellipsoidal height was determined by GPS observations
 MG0566.and is referenced to NAD 83.
 MG0566
 MG0566.The geoid height was determined by GEOID03.
 MG0566
 MG0566.The dynamic height is computed by dividing the NAVD 88
 MG0566.geopotential number by the normal gravity value computed on the
 MG0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0566.degrees latitude (g = 980.6199 gals.).
 MG0566
 MG0566.The modeled gravity was interpolated from observed gravity values.
 MG0566
 MG0566;                    North         East     Units Scale Factor Converg.
 MG0566;SPC IA N     - 1,044,261.739 1,653,817.154   MT  1.00003834   +1 15 21.7
 MG0566;UTM  15      - 4,637,704.315   612,278.817   MT  0.99975513   +0 54 12.8
 MG0566
 MG0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0566!SPC IA N     -   0.99996632  x   1.00003834  =   1.00000466
 MG0566!UTM  15      -   0.99996632  x   0.99975513  =   0.99972146
 MG0566
 MG0566                          SUPERSEDED SURVEY CONTROL
 MG0566
 MG0566  ELLIP H (08/25/97)  214.77   (m)                       GP(       ) 4 1
 MG0566  NAVD 88 (08/25/97)  247.11   (m)          810.7    (f) LEVELING    3  
 MG0566  NGVD 29 (??/??/92)  247.134  (m)          810.81   (f) ADJ UNCH    1 2
 MG0566
 MG0566.Superseded values are not recommended for survey control.
 MG0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0566.See file dsdata.txt to determine how the superseded data were derived.
 MG0566
 MG0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1227937704(NAD 83)
 MG0566_MARKER: DD = SURVEY DISK
 MG0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0566_STAMPING: 57 27
 MG0566_MARK LOGO: CGS+SS
 MG0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0566+STABILITY: SURFACE MOTION
 MG0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0566+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 MG0566
 MG0566  HISTORY     - Date     Condition        Report By
 MG0566  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0566  HISTORY     - 1981     GOOD             LOCSUR
 MG0566  HISTORY     - 19950802 GOOD             IADT
 MG0566  HISTORY     - 19980108 GOOD             NGS
 MG0566  HISTORY     - 20010711 GOOD             NGS
 MG0566  HISTORY     - 20021031 GOOD             JCLS
 MG0566  HISTORY     - 20030205 GOOD             IADT
 MG0566
 MG0566                          STATION DESCRIPTION
 MG0566
 MG0566'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0566'1.5 MI N FROM WESTERN COLLEGE.
 MG0566'1-1/2 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE JOHNSON-LINN
 MG0566'COUNTY LINE AT WESTERN COLLEGE, LINN COUNTY, 64 FEET NORTH OF THE
 MG0566'EAST-AND-WEST HALF-SECTION LINE OF SEC. 27, R.82 N., R.7 W.,
 MG0566'ON THE WEST SIDE OF THE HIGHWAY, AND 3 FEET INSIDE THE RIGHT-OF-WAY
 MG0566'LINE.  A STATE SURVEY STANDARD DISK, STAMPED 57-27 AND SET IN
 MG0566'THE TOP OF A CONCRETE POST.
 MG0566
 MG0566                          STATION RECOVERY (1981)
 MG0566
 MG0566'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 MG0566'RECOVERED IN GOOD CONDITION.
 MG0566
 MG0566                          STATION RECOVERY (1995)
 MG0566
 MG0566'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1995
 MG0566'RECOVERED IN GOOD CONDITION IN 1996.  A PINK HARN STATION WITNESS POST
 MG0566'SIGN WAS PLACED 0.3 M (1.0 FT) NORTH OF THE MONUMENT.  TO REACH FROM
 MG0566'THE INTERSECTION OF COUNTY ROAD E 70 AND THE NORTH BOUND OFF-RAMP OF
 MG0566'INTERSTATE 380, GO EAST ON COUNTY ROAD E 70 FOR 1 MI (1.6 KM) TO
 MG0566'COUNTY ROAD W 54 GOING SOUTH.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD
 MG0566'W 54 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT ON THE WEST SIDE
 MG0566'OF THE ROAD.
 MG0566
 MG0566                          STATION RECOVERY (1998)
 MG0566
 MG0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0566'0.3 KM (0.20 MI) NORTHERLY ALONG ROSE AVENUE FROM THE POST OFFICE IN
 MG0566'SWISHER, THENCE 4.0 KM (2.50 MI) EASTERLY ALONG DIVISION STREET AND
 MG0566'COUNTY ROAD F-12, THENCE 4.0 KM (2.50 MI) NORTHERLY ALONG CLUB ROAD,
 MG0566'23.3 M (76.4 FT) NORTHEAST OF A FENCE CORNER, 21.9 M (71.9 FT)
 MG0566'SOUTHEAST OF A UTILITY POLE, 8.9 M (29.2 FT) WEST OF THE ROAD CENTER,
 MG0566'6.1 M (20.0 FT) EAST OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 MG0566'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, 0.2 M (0.7 FT) SOUTH
 MG0566'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 MG0566'NOTE--THE MONUMENT IS A STATE HARN STATION.
 MG0566
 MG0566                          STATION RECOVERY (2001)
 MG0566
 MG0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 MG0566'THIS STATION IS LOCATED 1 1/2 MILES EAST 0F I 380 IN LINN COUNTY,
 MG0566'IOWA.
 MG0566'TO REACH THIS STATION FROM THE INTERSECTION OF WRIGHT BROS.
 MG0566'BOULEVARD AND I 380 OVERPASS, GO EAST ON WRIGHT BROS.
 MG0566'BOULEVARD(COUNTY ROAD E 70) FOR 1.0 MILES(1.6 KILOMETERS) TO CLUB
 MG0566'ROAD (COUNTY ROAD W 54).  RIGHT AND SOUTH ON CLUB ROAD(COUNTY
 MG0566'ROAD W 54) FOR 0.5 MILES(0.8 KILOMETERS) TO STATION ON THE RIGHT.
 MG0566' 
 MG0566'THE STATION IS 76.2 FEET(23.3 METERS) NORTHEAST OF A  FENCE CORNER.
 MG0566'71.9 FEET(21.8 METERS) SOUTHEAST OF A UTILITY POLE. 29 FEET(9 METERS)
 MG0566'WEST OF ROAD CENTER, 20.0 FEET(6.1 METERS) EAST OF A FENCE, 1.0
 MG0566'FEET(0.3 METERS) SOUTH OF WITNESS POST, 1.O FEET (0.3 METERS) SOUTH
 MG0566'OF A PINK HARN STATION  WITNESS POST, 1.0 FEET(0.3 METERS) BELOW THE
 MG0566'LEVEL OF THE ROAD.  1.5 FEET NORTH OF IRON PIECE OF RAIL.
 MG0566' 
 MG0566' 
 MG0566'
 MG0566
 MG0566                          STATION RECOVERY (2002)
 MG0566
 MG0566'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 MG0566'RECOVERED IN GOOD CONDITION.
 MG0566
 MG0566                          STATION RECOVERY (2003)
 MG0566
 MG0566'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (DO)
 MG0566'RECOVERED AS DESCRIBED.
 MG0566'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0565 ***********************************************************************
 MG0565  DESIGNATION -  57 28
 MG0565  PID         -  MG0565
 MG0565  STATE/COUNTY-  IA/LINN
 MG0565  USGS QUAD   -  SWISHER (1994)
 MG0565
 MG0565                         *CURRENT SURVEY CONTROL
 MG0565  ___________________________________________________________________
 MG0565* NAD 83(1986)-  41 52 08.     (N)    091 38 48.     (W)     SCALED    
 MG0565* NAVD 88     -       253.659  (meters)     832.21   (feet)  ADJUSTED  
 MG0565  ___________________________________________________________________
 MG0565  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 MG0565  DYNAMIC HT  -         253.562 (meters)     831.89  (feet)  COMP
 MG0565  MODELED GRAV-     980,237.8   (mgal)                       NAVD 88
 MG0565
 MG0565  VERT ORDER  -  FIRST     CLASS II
 MG0565
 MG0565.The horizontal coordinates were scaled from a topographic map and have
 MG0565.an estimated accuracy of +/- 6 seconds.
 MG0565
 MG0565.The orthometric height was determined by differential leveling
 MG0565.and adjusted by the National Geodetic Survey in June 1991..
 MG0565
 MG0565.The geoid height was determined by GEOID03.
 MG0565
 MG0565.The dynamic height is computed by dividing the NAVD 88
 MG0565.geopotential number by the normal gravity value computed on the
 MG0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0565.degrees latitude (g = 980.6199 gals.).
 MG0565
 MG0565.The modeled gravity was interpolated from observed gravity values.
 MG0565
 MG0565;                    North         East    Units  Estimated Accuracy
 MG0565;SPC IA N     - 1,042,660.    1,653,860.      MT  (+/- 180 meters Scaled)
 MG0565
 MG0565                          SUPERSEDED SURVEY CONTROL
 MG0565
 MG0565  NGVD 29 (??/??/92)  253.685  (m)          832.30   (f) ADJ UNCH    1 2
 MG0565
 MG0565.Superseded values are not recommended for survey control.
 MG0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0565.See file dsdata.txt to determine how the superseded data were derived.
 MG0565
 MG0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG123361(NAD 83)
 MG0565_MARKER: DD = SURVEY DISK
 MG0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0565_STAMPING: 57-28
 MG0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0565+STABILITY: SURFACE MOTION
 MG0565
 MG0565  HISTORY     - Date     Condition        Report By
 MG0565  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0565  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0565
 MG0565                          STATION DESCRIPTION
 MG0565
 MG0565'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0565'AT WESTERN COLLEGE.
 MG0565'AT WESTERN COLLEGE, LINN COUNTY, 1/2 MILE NORTH ALONG U.S.
 MG0565'HIGHWAY 218 FROM THE JOHNSON-LINN COUNTY LINE, 50 FEET NORTH OF
 MG0565'THE HALF-SECTION CORNER POST OF SEC. 34, T.82 N., R.7 W., 61
 MG0565'FEET SOUTH OF A CONCRETE WALK LEADING TO THE F. POVLIS HOUSE,
 MG0565'AND 25-1/2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STATE
 MG0565'SURVEY STANDARD DISK, STAMPED 57-28 AND SET IN THE TOP OF A
 MG0565'CONCRETE POST.
 MG0565
 MG0565                          STATION RECOVERY (1998)
 MG0565
 MG0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0565'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0564 ***********************************************************************
 MG0564  DESIGNATION -  57 29
 MG0564  PID         -  MG0564
 MG0564  STATE/COUNTY-  IA/LINN
 MG0564  USGS QUAD   -  SWISHER (1994)
 MG0564
 MG0564                         *CURRENT SURVEY CONTROL
 MG0564  ___________________________________________________________________
 MG0564* NAD 83(1986)-  41 51 55.     (N)    091 38 48.     (W)     SCALED    
 MG0564* NAVD 88     -       255.857  (meters)     839.42   (feet)  ADJUSTED  
 MG0564  ___________________________________________________________________
 MG0564  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 MG0564  DYNAMIC HT  -         255.760 (meters)     839.11  (feet)  COMP
 MG0564  MODELED GRAV-     980,237.6   (mgal)                       NAVD 88
 MG0564
 MG0564  VERT ORDER  -  FIRST     CLASS II
 MG0564
 MG0564.The horizontal coordinates were scaled from a topographic map and have
 MG0564.an estimated accuracy of +/- 6 seconds.
 MG0564
 MG0564.The orthometric height was determined by differential leveling
 MG0564.and adjusted by the National Geodetic Survey in June 1991..
 MG0564
 MG0564.The geoid height was determined by GEOID03.
 MG0564
 MG0564.The dynamic height is computed by dividing the NAVD 88
 MG0564.geopotential number by the normal gravity value computed on the
 MG0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0564.degrees latitude (g = 980.6199 gals.).
 MG0564
 MG0564.The modeled gravity was interpolated from observed gravity values.
 MG0564
 MG0564;                    North         East    Units  Estimated Accuracy
 MG0564;SPC IA N     - 1,042,260.    1,653,870.      MT  (+/- 180 meters Scaled)
 MG0564
 MG0564                          SUPERSEDED SURVEY CONTROL
 MG0564
 MG0564  NGVD 29 (??/??/92)  255.885  (m)          839.52   (f) ADJ UNCH    1 2
 MG0564
 MG0564.Superseded values are not recommended for survey control.
 MG0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0564.See file dsdata.txt to determine how the superseded data were derived.
 MG0564
 MG0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG123357(NAD 83)
 MG0564_MARKER: DD = SURVEY DISK
 MG0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0564_STAMPING: 57-29
 MG0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0564+STABILITY: SURFACE MOTION
 MG0564
 MG0564  HISTORY     - Date     Condition        Report By
 MG0564  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0564  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0564
 MG0564                          STATION DESCRIPTION
 MG0564
 MG0564'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0564'AT WESTERN COLLEGE.
 MG0564'AT WESTERN COLLEGE, LINN COUNTY, 1/4 MILE NORTH ALONG U.S.
 MG0564'HIGHWAY 218 FROM THE JOHNSON-LINN COUNTY LINE, IN SEC. 34,
 MG0564'T.82 N., R.7 W., 25 FEET NORTH OF THE NORTHWEST CORNER OF A ROAD
 MG0564'INTERSECTION, AND 30.5 FEET WEST OF THE CENTERLINE OF THE
 MG0564'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 57-29 AND SET
 MG0564'IN THE TOP OF A CONCRETE POST.
 MG0564
 MG0564                          STATION RECOVERY (1998)
 MG0564
 MG0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0564'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0579 ***********************************************************************
 MG0579  DESIGNATION -  57 54
 MG0579  PID         -  MG0579
 MG0579  STATE/COUNTY-  IA/LINN
 MG0579  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0579
 MG0579                         *CURRENT SURVEY CONTROL
 MG0579  ___________________________________________________________________
 MG0579* NAD 83(1986)-  41 57 47.     (N)    091 42 28.     (W)     SCALED    
 MG0579* NAVD 88     -       238.117  (meters)     781.22   (feet)  ADJUSTED  
 MG0579  ___________________________________________________________________
 MG0579  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 MG0579  DYNAMIC HT  -         238.028 (meters)     780.93  (feet)  COMP
 MG0579  MODELED GRAV-     980,245.3   (mgal)                       NAVD 88
 MG0579
 MG0579  VERT ORDER  -  FIRST     CLASS II
 MG0579
 MG0579.The horizontal coordinates were scaled from a topographic map and have
 MG0579.an estimated accuracy of +/- 6 seconds.
 MG0579
 MG0579.The orthometric height was determined by differential leveling
 MG0579.and adjusted by the National Geodetic Survey in June 1991..
 MG0579
 MG0579.The geoid height was determined by GEOID03.
 MG0579
 MG0579.The dynamic height is computed by dividing the NAVD 88
 MG0579.geopotential number by the normal gravity value computed on the
 MG0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0579.degrees latitude (g = 980.6199 gals.).
 MG0579
 MG0579.The modeled gravity was interpolated from observed gravity values.
 MG0579
 MG0579;                    North         East    Units  Estimated Accuracy
 MG0579;SPC IA N     - 1,053,010.    1,648,570.      MT  (+/- 180 meters Scaled)
 MG0579
 MG0579                          SUPERSEDED SURVEY CONTROL
 MG0579
 MG0579  NGVD 29 (??/??/92)  238.140  (m)          781.30   (f) ADJ UNCH    1 2
 MG0579
 MG0579.Superseded values are not recommended for survey control.
 MG0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0579.See file dsdata.txt to determine how the superseded data were derived.
 MG0579
 MG0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG070464(NAD 83)
 MG0579_MARKER: DD = SURVEY DISK
 MG0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0579_STAMPING: 57-54
 MG0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0579+STABILITY: SURFACE MOTION
 MG0579
 MG0579  HISTORY     - Date     Condition        Report By
 MG0579  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0579
 MG0579                          STATION DESCRIPTION
 MG0579
 MG0579'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0579'AT CEDAR RAPIDS.
 MG0579'AT CEDAR RAPIDS, LINN COUNTY, ON U.S. HIGHWAY 30 (ALSO U.S.
 MG0579'HIGHWAY 218), 210 FEET EAST OF DIXIE INN, 175 FEET EAST OF THE
 MG0579'WEST CITY LIMITS, 163 FEET EAST OF THE CENTER OF THE NORTH END
 MG0579'OF A 2- BY 2-FOOT CONCRETE-BOX CULVERT, 22.5 FEET EAST OF A POLE,
 MG0579'35.8 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 1.5 FEET
 MG0579'SOUTH OF A FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 57-54
 MG0579'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0580 ***********************************************************************
 MG0580  DESIGNATION -  57 55
 MG0580  PID         -  MG0580
 MG0580  STATE/COUNTY-  IA/LINN
 MG0580  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0580
 MG0580                         *CURRENT SURVEY CONTROL
 MG0580  ___________________________________________________________________
 MG0580* NAD 83(1986)-  41 57 50.     (N)    091 44 10.     (W)     SCALED    
 MG0580* NAVD 88     -       259.123  (meters)     850.14   (feet)  ADJUSTED  
 MG0580  ___________________________________________________________________
 MG0580  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 MG0580  DYNAMIC HT  -         259.028 (meters)     849.83  (feet)  COMP
 MG0580  MODELED GRAV-     980,248.9   (mgal)                       NAVD 88
 MG0580
 MG0580  VERT ORDER  -  FIRST     CLASS II
 MG0580
 MG0580.The horizontal coordinates were scaled from a topographic map and have
 MG0580.an estimated accuracy of +/- 6 seconds.
 MG0580
 MG0580.The orthometric height was determined by differential leveling
 MG0580.and adjusted by the National Geodetic Survey in June 1991..
 MG0580
 MG0580.The geoid height was determined by GEOID03.
 MG0580
 MG0580.The dynamic height is computed by dividing the NAVD 88
 MG0580.geopotential number by the normal gravity value computed on the
 MG0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0580.degrees latitude (g = 980.6199 gals.).
 MG0580
 MG0580.The modeled gravity was interpolated from observed gravity values.
 MG0580
 MG0580;                    North         East    Units  Estimated Accuracy
 MG0580;SPC IA N     - 1,053,050.    1,646,210.      MT  (+/- 180 meters Scaled)
 MG0580
 MG0580                          SUPERSEDED SURVEY CONTROL
 MG0580
 MG0580  NGVD 29 (??/??/92)  259.148  (m)          850.22   (f) ADJ UNCH    1 2
 MG0580
 MG0580.Superseded values are not recommended for survey control.
 MG0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0580.See file dsdata.txt to determine how the superseded data were derived.
 MG0580
 MG0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG047465(NAD 83)
 MG0580_MARKER: DD = SURVEY DISK
 MG0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0580_STAMPING: 57-55
 MG0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0580+STABILITY: SURFACE MOTION
 MG0580
 MG0580  HISTORY     - Date     Condition        Report By
 MG0580  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0580
 MG0580                          STATION DESCRIPTION
 MG0580
 MG0580'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0580'1.4 MI N FROM CEDAR RAPIDS.
 MG0580'1.4 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 MG0580'STATE HIGHWAY 149 NEAR THE WEST CITY LIMITS OF CEDAR RAPIDS,
 MG0580'LINN COUNTY, IN SEC. 26, T. 83 N., R.8 W., AT A ROAD INTERSECTION,
 MG0580'65.6 FEET NORTHWEST OF A POST AT A FENCE CORNER AT A SOUTHEAST
 MG0580'CORNER OF THE INTERSECTION, 94.7 FEET NORTH OF A POST AT A FENCE
 MG0580'CORNER AT THE SOUTHWEST CORNER, 32.1 FEET NORTH OF THE CENTERLINE
 MG0580'OF THE HIGHWAY, AND 1.5 FEET SOUTH OF A FENCE.  A STATE SURVEY
 MG0580'STANDARD DISK, STAMPED 57-55 AND SET IN THE TOP OF A CONCRETE
 MG0580'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0581 ***********************************************************************
 MG0581  DESIGNATION -  57 56
 MG0581  PID         -  MG0581
 MG0581  STATE/COUNTY-  IA/LINN
 MG0581  USGS QUAD   -  FAIRFAX (1993)
 MG0581
 MG0581                         *CURRENT SURVEY CONTROL
 MG0581  ___________________________________________________________________
 MG0581* NAD 83(1986)-  41 57 49.     (N)    091 45 12.     (W)     SCALED    
 MG0581* NAVD 88     -       263.000  (meters)     862.86   (feet)  ADJUSTED  
 MG0581  ___________________________________________________________________
 MG0581  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 MG0581  DYNAMIC HT  -         262.904 (meters)     862.54  (feet)  COMP
 MG0581  MODELED GRAV-     980,250.9   (mgal)                       NAVD 88
 MG0581
 MG0581  VERT ORDER  -  FIRST     CLASS II
 MG0581
 MG0581.The horizontal coordinates were scaled from a topographic map and have
 MG0581.an estimated accuracy of +/- 6 seconds.
 MG0581
 MG0581.The orthometric height was determined by differential leveling
 MG0581.and adjusted by the National Geodetic Survey in June 1991..
 MG0581
 MG0581.The geoid height was determined by GEOID03.
 MG0581
 MG0581.The dynamic height is computed by dividing the NAVD 88
 MG0581.geopotential number by the normal gravity value computed on the
 MG0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0581.degrees latitude (g = 980.6199 gals.).
 MG0581
 MG0581.The modeled gravity was interpolated from observed gravity values.
 MG0581
 MG0581;                    North         East    Units  Estimated Accuracy
 MG0581;SPC IA N     - 1,052,990.    1,644,790.      MT  (+/- 180 meters Scaled)
 MG0581
 MG0581                          SUPERSEDED SURVEY CONTROL
 MG0581
 MG0581  NGVD 29 (??/??/92)  263.025  (m)          862.94   (f) ADJ UNCH    1 2
 MG0581
 MG0581.Superseded values are not recommended for survey control.
 MG0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0581.See file dsdata.txt to determine how the superseded data were derived.
 MG0581
 MG0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG033464(NAD 83)
 MG0581_MARKER: DB = BENCH MARK DISK
 MG0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0581_STAMPING: 57-56
 MG0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0581+STABILITY: SURFACE MOTION
 MG0581
 MG0581  HISTORY     - Date     Condition        Report By
 MG0581  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0581
 MG0581                          STATION DESCRIPTION
 MG0581
 MG0581'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0581'2.2 MI W FROM CEDAR RAPIDS.
 MG0581'2.2 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 MG0581'STATE HIGHWAY 149 NEAR THE WEST CITY LIMITS OF CEDAR RAPIDS, LINN
 MG0581'COUNTY, IN SEC. 27, T.83 N., R.8 W., 200 FEET NORTHWEST OF A
 MG0581'STEEL FENCE POST IN THE NORTHWEST CORNER OF A FARMYARD SOUTH
 MG0581'OF THE HIGHWAY, 167 FEET EAST OF A 2-FOOT OAK TREE, 160 FEET
 MG0581'WEST OF THE CENTERLINE OF A COUNTY ROAD, 31 FEET NORTH OF THE
 MG0581'CENTER LINE OF THE HIGHWAY, AND 2 FEET SOUTH OF A FENCE.  A
 MG0581'STATE SURVEY STANDARD DISK, STAMPED 57-56 AND SET IN THE TOP OF
 MG0581'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0582 ***********************************************************************
 MG0582  DESIGNATION -  57 57
 MG0582  PID         -  MG0582
 MG0582  STATE/COUNTY-  IA/LINN
 MG0582  USGS QUAD   -  FAIRFAX (1993)
 MG0582
 MG0582                         *CURRENT SURVEY CONTROL
 MG0582  ___________________________________________________________________
 MG0582* NAD 83(1986)-  41 57 51.     (N)    091 46 19.     (W)     SCALED    
 MG0582* NAVD 88     -       254.875  (meters)     836.20   (feet)  ADJUSTED  
 MG0582  ___________________________________________________________________
 MG0582  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 MG0582  DYNAMIC HT  -         254.783 (meters)     835.90  (feet)  COMP
 MG0582  MODELED GRAV-     980,253.4   (mgal)                       NAVD 88
 MG0582
 MG0582  VERT ORDER  -  FIRST     CLASS II
 MG0582
 MG0582.The horizontal coordinates were scaled from a topographic map and have
 MG0582.an estimated accuracy of +/- 6 seconds.
 MG0582
 MG0582.The orthometric height was determined by differential leveling
 MG0582.and adjusted by the National Geodetic Survey in June 1991..
 MG0582
 MG0582.The geoid height was determined by GEOID03.
 MG0582
 MG0582.The dynamic height is computed by dividing the NAVD 88
 MG0582.geopotential number by the normal gravity value computed on the
 MG0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0582.degrees latitude (g = 980.6199 gals.).
 MG0582
 MG0582.The modeled gravity was interpolated from observed gravity values.
 MG0582
 MG0582;                    North         East    Units  Estimated Accuracy
 MG0582;SPC IA N     - 1,053,020.    1,643,240.      MT  (+/- 180 meters Scaled)
 MG0582
 MG0582                          SUPERSEDED SURVEY CONTROL
 MG0582
 MG0582  NGVD 29 (??/??/92)  254.901  (m)          836.29   (f) ADJ UNCH    1 2
 MG0582
 MG0582.Superseded values are not recommended for survey control.
 MG0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0582.See file dsdata.txt to determine how the superseded data were derived.
 MG0582
 MG0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG017465(NAD 83)
 MG0582_MARKER: DD = SURVEY DISK
 MG0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0582_STAMPING: 57-57
 MG0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0582+STABILITY: SURFACE MOTION
 MG0582
 MG0582  HISTORY     - Date     Condition        Report By
 MG0582  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0582
 MG0582                          STATION DESCRIPTION
 MG0582
 MG0582'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0582'3.3 MI W FROM CEDAR RAPIDS.
 MG0582'3.3 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 MG0582'STATE HIGHWAY 149 NEAR THE WEST CITY LIMITS OF CEDAR RAPIDS,
 MG0582'LINN COUNTY, IN SEC. 27, T. 83 N., R.8 W., AT THE ENTRANCE
 MG0582'TO THE C.P. WIENEKE FARMYARD, 190 FEET NORTHEAST OF THE SOUTHWEST
 MG0582'CORNER OF THE SECTION, 29.5 FEET NORTH OF THE CENTERLINE OF THE
 MG0582'HIGHWAY, AND 2.5 FEET SOUTHWEST OF A GATEPOST.  A STATE SURVEY
 MG0582'STANDARD DISK, STAMPED 57-57 AND SET IN THE TOP OF A CONCRETE
 MG0582'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0583 ***********************************************************************
 MG0583  DESIGNATION -  57 58
 MG0583  PID         -  MG0583
 MG0583  STATE/COUNTY-  IA/LINN
 MG0583  USGS QUAD   -  FAIRFAX (1993)
 MG0583
 MG0583                         *CURRENT SURVEY CONTROL
 MG0583  ___________________________________________________________________
 MG0583* NAD 83(1986)-  41 57 51.     (N)    091 47 36.     (W)     SCALED    
 MG0583* NAVD 88     -       244.754  (meters)     803.00   (feet)  ADJUSTED  
 MG0583  ___________________________________________________________________
 MG0583  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 MG0583  DYNAMIC HT  -         244.665 (meters)     802.71  (feet)  COMP
 MG0583  MODELED GRAV-     980,256.1   (mgal)                       NAVD 88
 MG0583
 MG0583  VERT ORDER  -  FIRST     CLASS II
 MG0583
 MG0583.The horizontal coordinates were scaled from a topographic map and have
 MG0583.an estimated accuracy of +/- 6 seconds.
 MG0583
 MG0583.The orthometric height was determined by differential leveling
 MG0583.and adjusted by the National Geodetic Survey in June 1991..
 MG0583
 MG0583.The geoid height was determined by GEOID03.
 MG0583
 MG0583.The dynamic height is computed by dividing the NAVD 88
 MG0583.geopotential number by the normal gravity value computed on the
 MG0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0583.degrees latitude (g = 980.6199 gals.).
 MG0583
 MG0583.The modeled gravity was interpolated from observed gravity values.
 MG0583
 MG0583;                    North         East    Units  Estimated Accuracy
 MG0583;SPC IA N     - 1,052,990.    1,641,470.      MT  (+/- 180 meters Scaled)
 MG0583
 MG0583                          SUPERSEDED SURVEY CONTROL
 MG0583
 MG0583  NGVD 29 (??/??/92)  244.780  (m)          803.08   (f) ADJ UNCH    1 2
 MG0583
 MG0583.Superseded values are not recommended for survey control.
 MG0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0583.See file dsdata.txt to determine how the superseded data were derived.
 MG0583
 MG0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG999465(NAD 83)
 MG0583_MARKER: DD = SURVEY DISK
 MG0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0583_STAMPING: 57-58
 MG0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0583+STABILITY: SURFACE MOTION
 MG0583
 MG0583  HISTORY     - Date     Condition        Report By
 MG0583  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0583
 MG0583                          STATION DESCRIPTION
 MG0583
 MG0583'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0583'4.3 MI W FROM CEDAR RAPIDS.
 MG0583'4.3 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 MG0583'STATE HIGHWAY 149 NEAR THE WEST CITY LIMITS OF CEDAR RAPIDS, LINN
 MG0583'COUNTY, IN SEC. 29, T.83 N., R.8 W., AT A ROAD INTERSECTION,
 MG0583'107 FEET NORTHWEST OF A CORNER POST AT THE SOUTHWEST CORNER OF
 MG0583'THE INTERSECTION, 97.7 FEET WEST OF A CORNER POST AT THE
 MG0583'NORTHWEST CORNER, 32 FEET NORTH OF THE CENTERLINE OF THE
 MG0583'HIGHWAY, AND 2.5 FEET SOUTH OF A FENCE.  A STATE SURVEY STANDARD
 MG0583'DISK, STAMPED 57-58 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0584 ***********************************************************************
 MG0584  DESIGNATION -  57 59
 MG0584  PID         -  MG0584
 MG0584  STATE/COUNTY-  IA/LINN
 MG0584  USGS QUAD   -  FAIRFAX (1993)
 MG0584
 MG0584                         *CURRENT SURVEY CONTROL
 MG0584  ___________________________________________________________________
 MG0584* NAD 83(1986)-  41 57 49.     (N)    091 48 43.     (W)     SCALED    
 MG0584* NAVD 88     -       253.860  (meters)     832.87   (feet)  ADJUSTED  
 MG0584  ___________________________________________________________________
 MG0584  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 MG0584  DYNAMIC HT  -         253.769 (meters)     832.57  (feet)  COMP
 MG0584  MODELED GRAV-     980,258.5   (mgal)                       NAVD 88
 MG0584
 MG0584  VERT ORDER  -  FIRST     CLASS II
 MG0584
 MG0584.The horizontal coordinates were scaled from a topographic map and have
 MG0584.an estimated accuracy of +/- 6 seconds.
 MG0584
 MG0584.The orthometric height was determined by differential leveling
 MG0584.and adjusted by the National Geodetic Survey in June 1991..
 MG0584
 MG0584.The geoid height was determined by GEOID03.
 MG0584
 MG0584.The dynamic height is computed by dividing the NAVD 88
 MG0584.geopotential number by the normal gravity value computed on the
 MG0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0584.degrees latitude (g = 980.6199 gals.).
 MG0584
 MG0584.The modeled gravity was interpolated from observed gravity values.
 MG0584
 MG0584;                    North         East    Units  Estimated Accuracy
 MG0584;SPC IA N     - 1,052,890.    1,639,930.      MT  (+/- 180 meters Scaled)
 MG0584
 MG0584                          SUPERSEDED SURVEY CONTROL
 MG0584
 MG0584  NGVD 29 (??/??/92)  253.886  (m)          832.96   (f) ADJ UNCH    1 2
 MG0584
 MG0584.Superseded values are not recommended for survey control.
 MG0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0584.See file dsdata.txt to determine how the superseded data were derived.
 MG0584
 MG0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG984464(NAD 83)
 MG0584_MARKER: DD = SURVEY DISK
 MG0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0584_STAMPING: 57-59
 MG0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0584+STABILITY: SURFACE MOTION
 MG0584
 MG0584  HISTORY     - Date     Condition        Report By
 MG0584  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0584
 MG0584                          STATION DESCRIPTION
 MG0584
 MG0584'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0584'5.4 MI W FROM CEDAR RAPIDS.
 MG0584'5.4 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 MG0584'STATE HIGHWAY 149 NEAR THE WEST CITY LIMITS OF CEDAR RAPIDS,
 MG0584'LINN COUNTY, 1 MILE EAST OF THE LINN-BENTON COUNTY LINE, IN
 MG0584'SEC. 32, T.83 N., R.8 W., 228 FEET EAST OF THE INTERSECTION OF A
 MG0584'NORTH-AND-SOUTH COUNTY ROAD, 174 FEET EAST OF A CONCRETE
 MG0584'GATEPOST AT THE SOUTH SIDE OF THE HIGHWAY, 153 FEET SOUTHEAST OF
 MG0584'A CONRER POST AT THE NORTHEAST CORNER OF THE INTERSECTION, 27.4
 MG0584'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET NORTH OF A
 MG0584'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 57-59 AND SET IN
 MG0584'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0585 ***********************************************************************
 MG0585  DESIGNATION -  57 60
 MG0585  PID         -  MG0585
 MG0585  STATE/COUNTY-  IA/LINN
 MG0585  USGS QUAD   -  FAIRFAX (1993)
 MG0585
 MG0585                         *CURRENT SURVEY CONTROL
 MG0585  ___________________________________________________________________
 MG0585* NAD 83(1986)-  41 57 50.     (N)    091 49 55.     (W)     SCALED    
 MG0585* NAVD 88     -       271.207  (meters)     889.78   (feet)  ADJUSTED  
 MG0585  ___________________________________________________________________
 MG0585  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 MG0585  DYNAMIC HT  -         271.111 (meters)     889.47  (feet)  COMP
 MG0585  MODELED GRAV-     980,261.1   (mgal)                       NAVD 88
 MG0585
 MG0585  VERT ORDER  -  FIRST     CLASS II
 MG0585
 MG0585.The horizontal coordinates were scaled from a topographic map and have
 MG0585.an estimated accuracy of +/- 6 seconds.
 MG0585
 MG0585.The orthometric height was determined by differential leveling
 MG0585.and adjusted by the National Geodetic Survey in June 1991..
 MG0585
 MG0585.The geoid height was determined by GEOID03.
 MG0585
 MG0585.The dynamic height is computed by dividing the NAVD 88
 MG0585.geopotential number by the normal gravity value computed on the
 MG0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0585.degrees latitude (g = 980.6199 gals.).
 MG0585
 MG0585.The modeled gravity was interpolated from observed gravity values.
 MG0585
 MG0585;                    North         East    Units  Estimated Accuracy
 MG0585;SPC IA N     - 1,052,890.    1,638,270.      MT  (+/- 180 meters Scaled)
 MG0585
 MG0585                          SUPERSEDED SURVEY CONTROL
 MG0585
 MG0585  NGVD 29 (??/??/92)  271.235  (m)          889.88   (f) ADJ UNCH    1 2
 MG0585
 MG0585.Superseded values are not recommended for survey control.
 MG0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0585.See file dsdata.txt to determine how the superseded data were derived.
 MG0585
 MG0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG967464(NAD 83)
 MG0585_MARKER: DD = SURVEY DISK
 MG0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0585_STAMPING: 57-60
 MG0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0585+STABILITY: SURFACE MOTION
 MG0585
 MG0585  HISTORY     - Date     Condition        Report By
 MG0585  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0585
 MG0585                          STATION DESCRIPTION
 MG0585
 MG0585'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0585'6.3 MI W FROM CEDAR RAPIDS.
 MG0585'6.3 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 MG0585'STATE HIGHWAY 149 NEAR THE WEST CITY LIMITS OF CEDAR RAPIDS,
 MG0585'LINN COUNTY, IN SEC. 30, T.83 N., R.8 W., 403 FEET EAST OF THE
 MG0585'LINN-BENTON COUNTY LINE, 372 FEET EAST OF A CORNER POST AT THE
 MG0585'NORTHEAST CORNER OF THE INTERSECTION OF THE ROAD ALONG THE COUNTY
 MG0585'LINE, 33 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.6 FEET
 MG0585'EAST OF THE SECOND POLE EAST OF THE ROAD INTERSECTION, AND 1.7
 MG0585'FEET SOUTH OF A FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 MG0585'57-60 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0437 ***********************************************************************
 MG0437  DESIGNATION -  58 29
 MG0437  PID         -  MG0437
 MG0437  STATE/COUNTY-  IA/LOUISA
 MG0437  USGS QUAD   -  MORNING SUN (1981)
 MG0437
 MG0437                         *CURRENT SURVEY CONTROL
 MG0437  ___________________________________________________________________
 MG0437* NAD 83(1986)-  41 05 19.     (N)    091 18 01.     (W)     SCALED    
 MG0437* NAVD 88     -       246.074  (meters)     807.33   (feet)  ADJUSTED  
 MG0437  ___________________________________________________________________
 MG0437  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MG0437  DYNAMIC HT  -         245.965 (meters)     806.97  (feet)  COMP
 MG0437  MODELED GRAV-     980,173.4   (mgal)                       NAVD 88
 MG0437
 MG0437  VERT ORDER  -  SECOND    CLASS 0
 MG0437
 MG0437.The horizontal coordinates were scaled from a topographic map and have
 MG0437.an estimated accuracy of +/- 6 seconds.
 MG0437
 MG0437.The orthometric height was determined by differential leveling
 MG0437.and adjusted by the National Geodetic Survey in June 1991..
 MG0437
 MG0437.The geoid height was determined by GEOID03.
 MG0437
 MG0437.The dynamic height is computed by dividing the NAVD 88
 MG0437.geopotential number by the normal gravity value computed on the
 MG0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0437.degrees latitude (g = 980.6199 gals.).
 MG0437
 MG0437.The modeled gravity was interpolated from observed gravity values.
 MG0437
 MG0437;                    North         East    Units  Estimated Accuracy
 MG0437;SPC IA S     -   123,230.      684,800.      MT  (+/- 180 meters Scaled)
 MG0437
 MG0437                          SUPERSEDED SURVEY CONTROL
 MG0437
 MG0437  NGVD 29 (??/??/92)  246.119  (m)          807.48   (f) ADJ UNCH    2 0
 MG0437
 MG0437.Superseded values are not recommended for survey control.
 MG0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0437.See file dsdata.txt to determine how the superseded data were derived.
 MG0437
 MG0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF427499(NAD 83)
 MG0437_MARKER: DD = SURVEY DISK
 MG0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0437_STAMPING: 58-29
 MG0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0437+STABILITY: SURFACE MOTION
 MG0437
 MG0437  HISTORY     - Date     Condition        Report By
 MG0437  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0437  HISTORY     - 1934     GOOD             NGS
 MG0437
 MG0437                          STATION DESCRIPTION
 MG0437
 MG0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0437'2.4 MI W FROM MORNING SUN.
 MG0437'2.4 MILES WEST ALONG STATE HIGHWAY 78 FROM THE GRADE SCHOOL AT
 MG0437'MORNING SUN, LOUISA COUNTY, 0.9 MILE EAST OF A CROSSING OF THE
 MG0437'MINNEAPOLIS AND ST. LOUIS RAILROAD, AT THE CLIFTON HADLEY
 MG0437'PROPERTY, 192 FEET EAST OF A CONCRETE WALK TO A TWO-STORY
 MG0437'FRAME HOUSE, 21 FEET NORTH OF A HIGHWAY MARKER, IN A DITCH AT THE
 MG0437'TOW OF THE BLACK SLOPE, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 MG0437'A STATE SURVEY STANDARD DISK, STAMPED 58-29 AND SET IN THE TOP
 MG0437'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0438 ***********************************************************************
 MG0438  DESIGNATION -  58 30
 MG0438  PID         -  MG0438
 MG0438  STATE/COUNTY-  IA/LOUISA
 MG0438  USGS QUAD   -  MORNING SUN (1981)
 MG0438
 MG0438                         *CURRENT SURVEY CONTROL
 MG0438  ___________________________________________________________________
 MG0438* NAD 83(1986)-  41 05 19.     (N)    091 17 42.     (W)     SCALED    
 MG0438* NAVD 88     -       248.295  (meters)     814.61   (feet)  ADJUSTED  
 MG0438  ___________________________________________________________________
 MG0438  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MG0438  DYNAMIC HT  -         248.185 (meters)     814.25  (feet)  COMP
 MG0438  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 MG0438
 MG0438  VERT ORDER  -  SECOND    CLASS 0
 MG0438
 MG0438.The horizontal coordinates were scaled from a topographic map and have
 MG0438.an estimated accuracy of +/- 6 seconds.
 MG0438
 MG0438.The orthometric height was determined by differential leveling
 MG0438.and adjusted by the National Geodetic Survey in June 1991..
 MG0438
 MG0438.The geoid height was determined by GEOID03.
 MG0438
 MG0438.The dynamic height is computed by dividing the NAVD 88
 MG0438.geopotential number by the normal gravity value computed on the
 MG0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0438.degrees latitude (g = 980.6199 gals.).
 MG0438
 MG0438.The modeled gravity was interpolated from observed gravity values.
 MG0438
 MG0438;                    North         East    Units  Estimated Accuracy
 MG0438;SPC IA S     -   123,240.      685,240.      MT  (+/- 180 meters Scaled)
 MG0438
 MG0438                          SUPERSEDED SURVEY CONTROL
 MG0438
 MG0438  NGVD 29 (??/??/92)  248.340  (m)          814.76   (f) ADJ UNCH    2 0
 MG0438
 MG0438.Superseded values are not recommended for survey control.
 MG0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0438.See file dsdata.txt to determine how the superseded data were derived.
 MG0438
 MG0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF432499(NAD 83)
 MG0438_MARKER: DB = BENCH MARK DISK
 MG0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0438_STAMPING: 58-30
 MG0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0438+STABILITY: SURFACE MOTION
 MG0438
 MG0438  HISTORY     - Date     Condition        Report By
 MG0438  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0438  HISTORY     - 1934     GOOD             NGS
 MG0438
 MG0438                          STATION DESCRIPTION
 MG0438
 MG0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0438'2.1 MI W FROM MORNING SUN.
 MG0438'2.1 MILES WEST ALONG STATE HIGHWAY 78 FROM THE GRADE SCHOOL
 MG0438'AT MORNING SUN, LOUISA COUNTY, 203 FEET WEST OF A TWO-STORY
 MG0438'FRAME HOUSE BELONGING TO REBECCA COULTER, AT THE JUNCTION OF A
 MG0438'ROAD LEADING SOUTH, 38 FEET WEST OF A FENCE CORNER NORTH OF THE
 MG0438'HIGHWAY, AT THE TOW OF THE BACK SLOPE, AND ABOUT 2 FEET LOWER THAN
 MG0438'THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 58-30 AND
 MG0438'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0439 ***********************************************************************
 MG0439  DESIGNATION -  58 31
 MG0439  PID         -  MG0439
 MG0439  STATE/COUNTY-  IA/LOUISA
 MG0439  USGS QUAD   -  MORNING SUN (1981)
 MG0439
 MG0439                         *CURRENT SURVEY CONTROL
 MG0439  ___________________________________________________________________
 MG0439* NAD 83(1986)-  41 05 30.     (N)    091 15 50.     (W)     SCALED    
 MG0439* NAVD 88     -       231.915  (meters)     760.87   (feet)  ADJUSTED  
 MG0439  ___________________________________________________________________
 MG0439  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MG0439  DYNAMIC HT  -         231.812 (meters)     760.54  (feet)  COMP
 MG0439  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 MG0439
 MG0439  VERT ORDER  -  SECOND    CLASS 0
 MG0439
 MG0439.The horizontal coordinates were scaled from a topographic map and have
 MG0439.an estimated accuracy of +/- 6 seconds.
 MG0439
 MG0439.The orthometric height was determined by differential leveling
 MG0439.and adjusted by the National Geodetic Survey in June 1991..
 MG0439
 MG0439.The geoid height was determined by GEOID03.
 MG0439
 MG0439.The dynamic height is computed by dividing the NAVD 88
 MG0439.geopotential number by the normal gravity value computed on the
 MG0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0439.degrees latitude (g = 980.6199 gals.).
 MG0439
 MG0439.The modeled gravity was interpolated from observed gravity values.
 MG0439
 MG0439;                    North         East    Units  Estimated Accuracy
 MG0439;SPC IA S     -   123,640.      687,850.      MT  (+/- 180 meters Scaled)
 MG0439
 MG0439                          SUPERSEDED SURVEY CONTROL
 MG0439
 MG0439  NGVD 29 (??/??/92)  231.962  (m)          761.03   (f) ADJ UNCH    2 0
 MG0439
 MG0439.Superseded values are not recommended for survey control.
 MG0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0439.See file dsdata.txt to determine how the superseded data were derived.
 MG0439
 MG0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF458503(NAD 83)
 MG0439_MARKER: DD = SURVEY DISK
 MG0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0439_STAMPING: 58-31
 MG0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0439+STABILITY: SURFACE MOTION
 MG0439
 MG0439  HISTORY     - Date     Condition        Report By
 MG0439  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0439  HISTORY     - 1934     GOOD             NGS
 MG0439
 MG0439                          STATION DESCRIPTION
 MG0439
 MG0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0439'0.4 MI W FROM MORNING SUN.
 MG0439'0.4 MILE WEST ALONG STATE HIGHWAY 78 FROM THE GRADE SCHOOL AT
 MG0439'MORNING SUN, LOUISA COUNTY, AT THE CREST OF A HILL, NORTH OF
 MG0439'THE HIGHWAY, 10 FEET SOUTHEAST OF A 20-INCH ELM TREE AT THE
 MG0439'SOUTHWEST CORNER OF A SMALL CULTIVATED PLOT OWNED BY GEORGE
 MG0439'CROSSAN, 6 FEET SOUTHEAST OF A FENCE CORNER, AND BETWEEN A
 MG0439'FENCE AND THE BACK SLOPE.  A STATE SURVEY STANDARD DISK, STAMPED
 MG0439'58-31 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 MG0439'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0440 ***********************************************************************
 MG0440  DESIGNATION -  58 32
 MG0440  PID         -  MG0440
 MG0440  STATE/COUNTY-  IA/LOUISA
 MG0440  USGS QUAD   -  MORNING SUN (1981)
 MG0440
 MG0440                         *CURRENT SURVEY CONTROL
 MG0440  ___________________________________________________________________
 MG0440* NAD 83(1986)-  41 05 31.     (N)    091 15 21.     (W)     SCALED    
 MG0440* NAVD 88     -       227.195  (meters)     745.39   (feet)  ADJUSTED  
 MG0440  ___________________________________________________________________
 MG0440  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MG0440  DYNAMIC HT  -         227.094 (meters)     745.06  (feet)  COMP
 MG0440  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 MG0440
 MG0440  VERT ORDER  -  SECOND    CLASS 0
 MG0440
 MG0440.The horizontal coordinates were scaled from a topographic map and have
 MG0440.an estimated accuracy of +/- 6 seconds.
 MG0440
 MG0440.The orthometric height was determined by differential leveling
 MG0440.and adjusted by the National Geodetic Survey in June 1991..
 MG0440
 MG0440.The geoid height was determined by GEOID03.
 MG0440
 MG0440.The dynamic height is computed by dividing the NAVD 88
 MG0440.geopotential number by the normal gravity value computed on the
 MG0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0440.degrees latitude (g = 980.6199 gals.).
 MG0440
 MG0440.The modeled gravity was interpolated from observed gravity values.
 MG0440
 MG0440;                    North         East    Units  Estimated Accuracy
 MG0440;SPC IA S     -   123,690.      688,520.      MT  (+/- 180 meters Scaled)
 MG0440
 MG0440                          SUPERSEDED SURVEY CONTROL
 MG0440
 MG0440  NGVD 29 (??/??/92)  227.242  (m)          745.54   (f) ADJ UNCH    2 0
 MG0440
 MG0440.Superseded values are not recommended for survey control.
 MG0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0440.See file dsdata.txt to determine how the superseded data were derived.
 MG0440
 MG0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF464504(NAD 83)
 MG0440_MARKER: DD = SURVEY DISK
 MG0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0440_STAMPING: 58-32
 MG0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0440+STABILITY: SURFACE MOTION
 MG0440
 MG0440  HISTORY     - Date     Condition        Report By
 MG0440  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0440  HISTORY     - 1934     GOOD             NGS
 MG0440
 MG0440                          STATION DESCRIPTION
 MG0440
 MG0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0440'AT MORNING SUN.
 MG0440'AT MORNING SUN, LOUISA COUNTY, ON STATE HIGHWAY 78, AT THE
 MG0440'GRADE SCHOOLYARD, 132 FEET NORTHWEST OF THE NORTHWEST CORNER
 MG0440'OF THE BUILDING, 10 FEET EAST OF THE EAST EDGE OF THE SIDEWALK,
 MG0440'AND DIRECTLY EAST OF A RIGHT-ANGLE TURN IN THE HIGHWAY.  A
 MG0440'STATE SURVEY STANDARD DISK, STAMPED 58-32 AND SET IN THE TOP
 MG0440'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0449 ***********************************************************************
 MG0449  DESIGNATION -  58 41
 MG0449  PID         -  MG0449
 MG0449  STATE/COUNTY-  IA/LOUISA
 MG0449  USGS QUAD   -  OAKVILLE (1965)
 MG0449
 MG0449                         *CURRENT SURVEY CONTROL
 MG0449  ___________________________________________________________________
 MG0449* NAD 83(1986)-  41 05 35.     (N)    091 05 17.     (W)     SCALED    
 MG0449* NAVD 88     -       168.508  (meters)     552.85   (feet)  ADJUSTED  
 MG0449  ___________________________________________________________________
 MG0449  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MG0449  DYNAMIC HT  -         168.435 (meters)     552.61  (feet)  COMP
 MG0449  MODELED GRAV-     980,186.1   (mgal)                       NAVD 88
 MG0449
 MG0449  VERT ORDER  -  SECOND    CLASS 0
 MG0449
 MG0449.The horizontal coordinates were scaled from a topographic map and have
 MG0449.an estimated accuracy of +/- 6 seconds.
 MG0449
 MG0449.The orthometric height was determined by differential leveling
 MG0449.and adjusted by the National Geodetic Survey in June 1991..
 MG0449
 MG0449.The geoid height was determined by GEOID03.
 MG0449
 MG0449.The dynamic height is computed by dividing the NAVD 88
 MG0449.geopotential number by the normal gravity value computed on the
 MG0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0449.degrees latitude (g = 980.6199 gals.).
 MG0449
 MG0449.The modeled gravity was interpolated from observed gravity values.
 MG0449
 MG0449;                    North         East    Units  Estimated Accuracy
 MG0449;SPC IA S     -   124,190.      702,610.      MT  (+/- 180 meters Scaled)
 MG0449
 MG0449                          SUPERSEDED SURVEY CONTROL
 MG0449
 MG0449  NGVD 29 (??/??/92)  168.572  (m)          553.06   (f) ADJ UNCH    2 0
 MG0449
 MG0449.Superseded values are not recommended for survey control.
 MG0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0449.See file dsdata.txt to determine how the superseded data were derived.
 MG0449
 MG0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF605508(NAD 83)
 MG0449_MARKER: DD = SURVEY DISK
 MG0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0449_STAMPING: 58-41
 MG0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0449+STABILITY: SURFACE MOTION
 MG0449
 MG0449  HISTORY     - Date     Condition        Report By
 MG0449  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0449  HISTORY     - 1934     GOOD             NGS
 MG0449  HISTORY     - 1963     MARK NOT FOUND   USGS
 MG0449
 MG0449                          STATION DESCRIPTION
 MG0449
 MG0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0449'2.4 MI W FROM OAKVILLE.
 MG0449'2.4 MILES WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 MG0449'FROM THE STATION AT OAKVILLE, LOUISA COUNTY, AT POLE 390+15,
 MG0449'AT A PRIVATE ROAD CROSSING, 60 FEET SOUTH OF THE SOUTH RAIL,
 MG0449'14 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 2 FEET WEST OF A
 MG0449'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 58-41 AND SET
 MG0449'IN THE TOP OF A CONCRETE POST.
 MG0449
 MG0449                          STATION RECOVERY (1963)
 MG0449
 MG0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MG0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0220 ***********************************************************************
 MH0220  DESIGNATION -  58 47
 MH0220  PID         -  MH0220
 MH0220  STATE/COUNTY-  IA/LUCAS
 MH0220  USGS QUAD   -  LUCAS (1982)
 MH0220
 MH0220                         *CURRENT SURVEY CONTROL
 MH0220  ___________________________________________________________________
 MH0220* NAD 83(1986)-  41 01 42.     (N)    093 26 58.     (W)     SCALED    
 MH0220* NAVD 88     -       268.668  (meters)     881.45   (feet)  ADJUSTED  
 MH0220  ___________________________________________________________________
 MH0220  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 MH0220  DYNAMIC HT  -         268.543 (meters)     881.04  (feet)  COMP
 MH0220  MODELED GRAV-     980,154.3   (mgal)                       NAVD 88
 MH0220
 MH0220  VERT ORDER  -  SECOND    CLASS 0
 MH0220
 MH0220.The horizontal coordinates were scaled from a topographic map and have
 MH0220.an estimated accuracy of +/- 6 seconds.
 MH0220
 MH0220.The orthometric height was determined by differential leveling
 MH0220.and adjusted by the National Geodetic Survey in June 1991..
 MH0220
 MH0220.The geoid height was determined by GEOID03.
 MH0220
 MH0220.The dynamic height is computed by dividing the NAVD 88
 MH0220.geopotential number by the normal gravity value computed on the
 MH0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0220.degrees latitude (g = 980.6199 gals.).
 MH0220
 MH0220.The modeled gravity was interpolated from observed gravity values.
 MH0220
 MH0220;                    North         East    Units  Estimated Accuracy
 MH0220;SPC IA S     -   114,200.      504,250.      MT  (+/- 180 meters Scaled)
 MH0220
 MH0220                          SUPERSEDED SURVEY CONTROL
 MH0220
 MH0220  NGVD 29 (??/??/92)  268.612  (m)          881.27   (f) ADJ UNCH    2 0
 MH0220
 MH0220.Superseded values are not recommended for survey control.
 MH0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0220.See file dsdata.txt to determine how the superseded data were derived.
 MH0220
 MH0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF622420(NAD 83)
 MH0220_MARKER: DD = SURVEY DISK
 MH0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0220+STABILITY: SURFACE MOTION
 MH0220
 MH0220  HISTORY     - Date     Condition        Report By
 MH0220  HISTORY     - UNK      MONUMENTED       IAGS
 MH0220  HISTORY     - 1950     MARK NOT FOUND   NGS
 MH0220
 MH0220                          STATION DESCRIPTION
 MH0220
 MH0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0220'0.5 MI E FROM LUCAS.
 MH0220'0.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0220'FROM THE STATION AT LUCAS, 150 FEET SOUTH OF THE TRACK, ON
 MH0220'U.S. HIGHWAY 34, 6 FEET EAST OF HIGHWAY STATION 858, AT THE
 MH0220'TOP OF A DUMP, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 MH0220'QUARTER-SECTION LINE, 54 FEET EAST OF THE QUARTER-SECTION LINE,
 MH0220'AND 15 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STATE
 MH0220'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0260 ***********************************************************************
 MH0260  DESIGNATION -  59 19
 MH0260  PID         -  MH0260
 MH0260  STATE/COUNTY-  IA/LUCAS
 MH0260  USGS QUAD   -  CHARITON (1982)
 MH0260
 MH0260                         *CURRENT SURVEY CONTROL
 MH0260  ___________________________________________________________________
 MH0260* NAD 83(1986)-  41 05 16.     (N)    093 15 13.     (W)     SCALED    
 MH0260* NAVD 88     -       312.297  (meters)    1024.59   (feet)  ADJUSTED  
 MH0260  ___________________________________________________________________
 MH0260  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 MH0260  DYNAMIC HT  -         312.155 (meters)    1024.13  (feet)  COMP
 MH0260  MODELED GRAV-     980,161.4   (mgal)                       NAVD 88
 MH0260
 MH0260  VERT ORDER  -  SECOND    CLASS 0
 MH0260
 MH0260.The horizontal coordinates were scaled from a topographic map and have
 MH0260.an estimated accuracy of +/- 6 seconds.
 MH0260
 MH0260.The orthometric height was determined by differential leveling
 MH0260.and adjusted by the National Geodetic Survey in June 1991..
 MH0260
 MH0260.The geoid height was determined by GEOID03.
 MH0260
 MH0260.The dynamic height is computed by dividing the NAVD 88
 MH0260.geopotential number by the normal gravity value computed on the
 MH0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0260.degrees latitude (g = 980.6199 gals.).
 MH0260
 MH0260.The modeled gravity was interpolated from observed gravity values.
 MH0260
 MH0260;                    North         East    Units  Estimated Accuracy
 MH0260;SPC IA S     -   120,830.      520,700.      MT  (+/- 180 meters Scaled)
 MH0260
 MH0260                          SUPERSEDED SURVEY CONTROL
 MH0260
 MH0260  NGVD 29 (??/??/92)  312.244  (m)         1024.42   (f) ADJ UNCH    2 0
 MH0260
 MH0260.Superseded values are not recommended for survey control.
 MH0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0260.See file dsdata.txt to determine how the superseded data were derived.
 MH0260
 MH0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF786485(NAD 83)
 MH0260_MARKER: DD = SURVEY DISK
 MH0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0260_STAMPING: 59-19
 MH0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0260+STABILITY: SURFACE MOTION
 MH0260
 MH0260  HISTORY     - Date     Condition        Report By
 MH0260  HISTORY     - UNK      MONUMENTED       IAGS
 MH0260  HISTORY     - 1935     GOOD             NGS
 MH0260  HISTORY     - 1977     MARK NOT FOUND   USGS
 MH0260
 MH0260                          STATION DESCRIPTION
 MH0260
 MH0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MH0260'AT WILLIAMSON.
 MH0260'AT WILLIAMSON, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 MH0260'0.1 MILE SOUTH OF THE STATION, AT THE MAIN STREET CROSSING, 45
 MH0260'FEET WEST OF THE WEST RAIL, 22 FEET SOUTH OF THE CENTERLINE OF
 MH0260'THE STREET, 15 FEET NORTH AND 40 FEET EAST OF THE NORTHEAST
 MH0260'CORNER OF THE A. AND B. GARAGE IN 1935, 15 FEET EAST OF A FENCE
 MH0260'LINE, 9 FEET NORTH OF A SIDEWALK, AND 3 FEET WEST OF THE
 MH0260'CROSSING-WARNING SIGN.  A STATE SURVEY STANDARD DISK, STAMPED
 MH0260'59-19 AND SET IN THE TOP OF A CONCRETE POST.
 MH0260
 MH0260                          STATION RECOVERY (1977)
 MH0260
 MH0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MH0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0275 ***********************************************************************
 LE0275  DESIGNATION -  59 30
 LE0275  PID         -  LE0275
 LE0275  STATE/COUNTY-  IA/LUCAS
 LE0275  USGS QUAD   -  RUSSELL (1966)
 LE0275
 LE0275                         *CURRENT SURVEY CONTROL
 LE0275  ___________________________________________________________________
 LE0275* NAD 83(1986)-  40 59 04.     (N)    093 12 04.     (W)     SCALED    
 LE0275* NAVD 88     -       315.354  (meters)    1034.62   (feet)  ADJUSTED  
 LE0275  ___________________________________________________________________
 LE0275  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 LE0275  DYNAMIC HT  -         315.208 (meters)    1034.14  (feet)  COMP
 LE0275  MODELED GRAV-     980,152.3   (mgal)                       NAVD 88
 LE0275
 LE0275  VERT ORDER  -  SECOND    CLASS 0
 LE0275
 LE0275.The horizontal coordinates were scaled from a topographic map and have
 LE0275.an estimated accuracy of +/- 6 seconds.
 LE0275
 LE0275.The orthometric height was determined by differential leveling
 LE0275.and adjusted by the National Geodetic Survey in June 1991..
 LE0275
 LE0275.The geoid height was determined by GEOID03.
 LE0275
 LE0275.The dynamic height is computed by dividing the NAVD 88
 LE0275.geopotential number by the normal gravity value computed on the
 LE0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0275.degrees latitude (g = 980.6199 gals.).
 LE0275
 LE0275.The modeled gravity was interpolated from observed gravity values.
 LE0275
 LE0275;                    North         East    Units  Estimated Accuracy
 LE0275;SPC IA S     -   109,360.      525,150.      MT  (+/- 180 meters Scaled)
 LE0275
 LE0275                          SUPERSEDED SURVEY CONTROL
 LE0275
 LE0275  NGVD 29 (??/??/92)  315.280  (m)         1034.38   (f) ADJ UNCH    2 0
 LE0275
 LE0275.Superseded values are not recommended for survey control.
 LE0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0275.See file dsdata.txt to determine how the superseded data were derived.
 LE0275
 LE0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF830370(NAD 83)
 LE0275_MARKER: DB = BENCH MARK DISK
 LE0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0275+STABILITY: SURFACE MOTION
 LE0275
 LE0275  HISTORY     - Date     Condition        Report By
 LE0275  HISTORY     - UNK      MONUMENTED       CGS
 LE0275  HISTORY     - 1953     GOOD             NGS
 LE0275
 LE0275                          STATION DESCRIPTION
 LE0275
 LE0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LE0275'AT RUSSELL.
 LE0275'AT RUSSELL, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LE0275'480 FEET WEST OF THE STATION, AT THE MAIN STREET CROSSING, 95
 LE0275'FEET NORTH OF THE NORTH RAIL, AND 28 FEET EAST OF THE STREET.
 LE0275'A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0274 ***********************************************************************
 LE0274  DESIGNATION -  59 31
 LE0274  PID         -  LE0274
 LE0274  STATE/COUNTY-  IA/LUCAS
 LE0274  USGS QUAD   -  RUSSELL (1966)
 LE0274
 LE0274                         *CURRENT SURVEY CONTROL
 LE0274  ___________________________________________________________________
 LE0274* NAD 83(1986)-  40 58 37.     (N)    093 13 17.     (W)     SCALED    
 LE0274* NAVD 88     -       316.963  (meters)    1039.90   (feet)  ADJUSTED  
 LE0274  ___________________________________________________________________
 LE0274  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 LE0274  DYNAMIC HT  -         316.816 (meters)    1039.42  (feet)  COMP
 LE0274  MODELED GRAV-     980,150.8   (mgal)                       NAVD 88
 LE0274
 LE0274  VERT ORDER  -  SECOND    CLASS 0
 LE0274
 LE0274.The horizontal coordinates were scaled from a topographic map and have
 LE0274.an estimated accuracy of +/- 6 seconds.
 LE0274
 LE0274.The orthometric height was determined by differential leveling
 LE0274.and adjusted by the National Geodetic Survey in June 1991..
 LE0274
 LE0274.The geoid height was determined by GEOID03.
 LE0274
 LE0274.The dynamic height is computed by dividing the NAVD 88
 LE0274.geopotential number by the normal gravity value computed on the
 LE0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0274.degrees latitude (g = 980.6199 gals.).
 LE0274
 LE0274.The modeled gravity was interpolated from observed gravity values.
 LE0274
 LE0274;                    North         East    Units  Estimated Accuracy
 LE0274;SPC IA S     -   108,530.      523,450.      MT  (+/- 180 meters Scaled)
 LE0274
 LE0274                          SUPERSEDED SURVEY CONTROL
 LE0274
 LE0274  NGVD 29 (??/??/92)  316.908  (m)         1039.72   (f) ADJ UNCH    2 0
 LE0274
 LE0274.Superseded values are not recommended for survey control.
 LE0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0274.See file dsdata.txt to determine how the superseded data were derived.
 LE0274
 LE0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF813362(NAD 83)
 LE0274_MARKER: DB = BENCH MARK DISK
 LE0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0274+STABILITY: SURFACE MOTION
 LE0274
 LE0274  HISTORY     - Date     Condition        Report By
 LE0274  HISTORY     - UNK      MONUMENTED       CGS
 LE0274  HISTORY     - 1953     GOOD             NGS
 LE0274  HISTORY     - 20060523 MARK NOT FOUND   GEOCAC
 LE0274
 LE0274                          STATION DESCRIPTION
 LE0274
 LE0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LE0274'1.2 MI W FROM RUSSELL.
 LE0274'1.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0274'FROM THE STATION AT RUSSELL, AT A ROAD CROSSING, 65 FEET
 LE0274'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 20 FEET SOUTHEAST
 LE0274'OF THE SOUTHEAST RAIL, 15 FEET NORTHWEST OF A FENCE, AND 6 FEET
 LE0274'NORTHEAST OF A POLE.  A STATE SURVEY STANDARD DISK, SET IN
 LE0274'THE TOP OF A CONCRETE POST.
 LE0274
 LE0274                          STATION RECOVERY (2006)
 LE0274
 LE0274'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LE0274'GRADING ALONG RR PROBABLY IS MORE RECENT THAN 1953 AND LIKELY TO HAVE
 LE0274'DISTURBED THE LOCATION. DISTANCE OF PRESENT POLE DOES NOT MATCH
 LE0274'CROSSING DISTANCE. NO EVIDENCE OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0272 ***********************************************************************
 LE0272  DESIGNATION -  59 32
 LE0272  PID         -  LE0272
 LE0272  STATE/COUNTY-  IA/LUCAS
 LE0272  USGS QUAD   -  CORYDON NE (1982)
 LE0272
 LE0272                         *CURRENT SURVEY CONTROL
 LE0272  ___________________________________________________________________
 LE0272* NAD 83(1986)-  40 58 34.     (N)    093 15 06.     (W)     SCALED    
 LE0272* NAVD 88     -       317.376  (meters)    1041.26   (feet)  ADJUSTED  
 LE0272  ___________________________________________________________________
 LE0272  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LE0272  DYNAMIC HT  -         317.228 (meters)    1040.77  (feet)  COMP
 LE0272  MODELED GRAV-     980,149.5   (mgal)                       NAVD 88
 LE0272
 LE0272  VERT ORDER  -  SECOND    CLASS 0
 LE0272
 LE0272.The horizontal coordinates were scaled from a topographic map and have
 LE0272.an estimated accuracy of +/- 6 seconds.
 LE0272
 LE0272.The orthometric height was determined by differential leveling
 LE0272.and adjusted by the National Geodetic Survey in June 1991..
 LE0272
 LE0272.The geoid height was determined by GEOID03.
 LE0272
 LE0272.The dynamic height is computed by dividing the NAVD 88
 LE0272.geopotential number by the normal gravity value computed on the
 LE0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0272.degrees latitude (g = 980.6199 gals.).
 LE0272
 LE0272.The modeled gravity was interpolated from observed gravity values.
 LE0272
 LE0272;                    North         East    Units  Estimated Accuracy
 LE0272;SPC IA S     -   108,430.      520,900.      MT  (+/- 180 meters Scaled)
 LE0272
 LE0272                          SUPERSEDED SURVEY CONTROL
 LE0272
 LE0272  NGVD 29 (??/??/92)  317.321  (m)         1041.08   (f) ADJ UNCH    2 0
 LE0272
 LE0272.Superseded values are not recommended for survey control.
 LE0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0272.See file dsdata.txt to determine how the superseded data were derived.
 LE0272
 LE0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF788361(NAD 83)
 LE0272_MARKER: DB = BENCH MARK DISK
 LE0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0272+STABILITY: SURFACE MOTION
 LE0272
 LE0272  HISTORY     - Date     Condition        Report By
 LE0272  HISTORY     - UNK      MONUMENTED       CGS
 LE0272  HISTORY     - 1953     GOOD             NGS
 LE0272
 LE0272                          STATION DESCRIPTION
 LE0272
 LE0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LE0272'2.6 MI W FROM RUSSELL.
 LE0272'2.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0272'FROM THE STATION AT RUSSELL, AT THE CROSSING OF A
 LE0272'NORTH-AND-SOUTH ROAD, 39 FEET NORTHWEST OF THE ROAD, 21 FEET
 LE0272'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, AND
 LE0272'9 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY
 LE0272'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0271 ***********************************************************************
 LE0271  DESIGNATION -  59 34
 LE0271  PID         -  LE0271
 LE0271  STATE/COUNTY-  IA/LUCAS
 LE0271  USGS QUAD   -  CORYDON NE (1982)
 LE0271
 LE0271                         *CURRENT SURVEY CONTROL
 LE0271  ___________________________________________________________________
 LE0271* NAD 83(1986)-  40 59 18.     (N)    093 16 53.     (W)     SCALED    
 LE0271* NAVD 88     -       318.000  (meters)    1043.31   (feet)  ADJUSTED  
 LE0271  ___________________________________________________________________
 LE0271  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LE0271  DYNAMIC HT  -         317.852 (meters)    1042.82  (feet)  COMP
 LE0271  MODELED GRAV-     980,149.6   (mgal)                       NAVD 88
 LE0271
 LE0271  VERT ORDER  -  SECOND    CLASS 0
 LE0271
 LE0271.The horizontal coordinates were scaled from a topographic map and have
 LE0271.an estimated accuracy of +/- 6 seconds.
 LE0271
 LE0271.The orthometric height was determined by differential leveling
 LE0271.and adjusted by the National Geodetic Survey in June 1991..
 LE0271
 LE0271.The geoid height was determined by GEOID03.
 LE0271
 LE0271.The dynamic height is computed by dividing the NAVD 88
 LE0271.geopotential number by the normal gravity value computed on the
 LE0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0271.degrees latitude (g = 980.6199 gals.).
 LE0271
 LE0271.The modeled gravity was interpolated from observed gravity values.
 LE0271
 LE0271;                    North         East    Units  Estimated Accuracy
 LE0271;SPC IA S     -   109,780.      518,400.      MT  (+/- 180 meters Scaled)
 LE0271
 LE0271                          SUPERSEDED SURVEY CONTROL
 LE0271
 LE0271  NGVD 29 (??/??/92)  317.941  (m)         1043.11   (f) ADJ UNCH    2 0
 LE0271
 LE0271.Superseded values are not recommended for survey control.
 LE0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0271.See file dsdata.txt to determine how the superseded data were derived.
 LE0271
 LE0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF763375(NAD 83)
 LE0271_MARKER: DB = BENCH MARK DISK
 LE0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0271+STABILITY: SURFACE MOTION
 LE0271
 LE0271  HISTORY     - Date     Condition        Report By
 LE0271  HISTORY     - UNK      MONUMENTED       CGS
 LE0271  HISTORY     - 1953     GOOD             NGS
 LE0271
 LE0271                          STATION DESCRIPTION
 LE0271
 LE0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LE0271'2.2 MI SE FROM CHARITON.
 LE0271'2.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0271'RAILROAD FROM THE COUNTY COURTHOUSE AT CHARITON, 8 POLES
 LE0271'NORTHWEST OF SEMAPHORE S 3316, 706 FEET NORTHWEST OF THE
 LE0271'CROSSING OF THE NORTHWEST QUARTER-SECTION LINE, 27 FEET
 LE0271'SOUTHWEST OF THE SOUTH RAIL OF THE SOUTH TRACK, AND 4 FEET
 LE0271'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD
 LE0271'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0270 ***********************************************************************
 LE0270  DESIGNATION -  59 35
 LE0270  PID         -  LE0270
 LE0270  STATE/COUNTY-  IA/LUCAS
 LE0270  USGS QUAD   -  CORYDON NE (1982)
 LE0270
 LE0270                         *CURRENT SURVEY CONTROL
 LE0270  ___________________________________________________________________
 LE0270* NAD 83(1986)-  40 59 35.     (N)    093 17 16.     (W)     SCALED    
 LE0270* NAVD 88     -       317.690  (meters)    1042.29   (feet)  ADJUSTED  
 LE0270  ___________________________________________________________________
 LE0270  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 LE0270  DYNAMIC HT  -         317.542 (meters)    1041.80  (feet)  COMP
 LE0270  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 LE0270
 LE0270  VERT ORDER  -  SECOND    CLASS 0
 LE0270
 LE0270.The horizontal coordinates were scaled from a topographic map and have
 LE0270.an estimated accuracy of +/- 6 seconds.
 LE0270
 LE0270.The orthometric height was determined by differential leveling
 LE0270.and adjusted by the National Geodetic Survey in June 1991..
 LE0270
 LE0270.The geoid height was determined by GEOID03.
 LE0270
 LE0270.The dynamic height is computed by dividing the NAVD 88
 LE0270.geopotential number by the normal gravity value computed on the
 LE0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0270.degrees latitude (g = 980.6199 gals.).
 LE0270
 LE0270.The modeled gravity was interpolated from observed gravity values.
 LE0270
 LE0270;                    North         East    Units  Estimated Accuracy
 LE0270;SPC IA S     -   110,300.      517,860.      MT  (+/- 180 meters Scaled)
 LE0270
 LE0270                          SUPERSEDED SURVEY CONTROL
 LE0270
 LE0270  NGVD 29 (??/??/92)  317.63   (m)         1042.1    (f) COMPUTED    2 0
 LE0270
 LE0270.Superseded values are not recommended for survey control.
 LE0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0270.See file dsdata.txt to determine how the superseded data were derived.
 LE0270
 LE0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF757380(NAD 83)
 LE0270_MARKER: DB = BENCH MARK DISK
 LE0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0270+STABILITY: SURFACE MOTION
 LE0270
 LE0270  HISTORY     - Date     Condition        Report By
 LE0270  HISTORY     - UNK      MONUMENTED       IOWAGS
 LE0270  HISTORY     - 1953     GOOD             NGS
 LE0270
 LE0270                          STATION DESCRIPTION
 LE0270
 LE0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LE0270'1.7 MI SE FROM CHARITON.
 LE0270'1.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0270'RAILROAD FROM THE COUNTY COURTHOUSE AT CHARITON, 470 FEET
 LE0270'SOUTHEAST OF THE CROSSING OF THE WEST SECTION-LINE OF SECTION
 LE0270'33, 43 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 LE0270'TRACK, AND 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STATE
 LE0270'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0233 ***********************************************************************
 MH0233  DESIGNATION -  59 36
 MH0233  PID         -  MH0233
 MH0233  STATE/COUNTY-  IA/LUCAS
 MH0233  USGS QUAD   -  CHARITON (1982)
 MH0233
 MH0233                         *CURRENT SURVEY CONTROL
 MH0233  ___________________________________________________________________
 MH0233* NAD 83(1986)-  41 00 08.     (N)    093 17 54.     (W)     SCALED    
 MH0233* NAVD 88     -       317.217  (meters)    1040.74   (feet)  ADJUSTED  
 MH0233  ___________________________________________________________________
 MH0233  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 MH0233  DYNAMIC HT  -         317.071 (meters)    1040.26  (feet)  COMP
 MH0233  MODELED GRAV-     980,153.2   (mgal)                       NAVD 88
 MH0233
 MH0233  VERT ORDER  -  SECOND    CLASS 0
 MH0233
 MH0233.The horizontal coordinates were scaled from a topographic map and have
 MH0233.an estimated accuracy of +/- 6 seconds.
 MH0233
 MH0233.The orthometric height was determined by differential leveling
 MH0233.and adjusted by the National Geodetic Survey in June 1991..
 MH0233
 MH0233.The geoid height was determined by GEOID03.
 MH0233
 MH0233.The dynamic height is computed by dividing the NAVD 88
 MH0233.geopotential number by the normal gravity value computed on the
 MH0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0233.degrees latitude (g = 980.6199 gals.).
 MH0233
 MH0233.The modeled gravity was interpolated from observed gravity values.
 MH0233
 MH0233;                    North         East    Units  Estimated Accuracy
 MH0233;SPC IA S     -   111,320.      516,970.      MT  (+/- 180 meters Scaled)
 MH0233
 MH0233                          SUPERSEDED SURVEY CONTROL
 MH0233
 MH0233  NGVD 29 (??/??/92)  317.156  (m)         1040.54   (f) ADJ UNCH    2 0
 MH0233
 MH0233.Superseded values are not recommended for survey control.
 MH0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0233.See file dsdata.txt to determine how the superseded data were derived.
 MH0233
 MH0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF749390(NAD 83)
 MH0233_MARKER: DD = SURVEY DISK
 MH0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0233+STABILITY: SURFACE MOTION
 MH0233
 MH0233  HISTORY     - Date     Condition        Report By
 MH0233  HISTORY     - UNK      MONUMENTED       IAGS
 MH0233  HISTORY     - 1935     GOOD             NGS
 MH0233  HISTORY     - 1977     MARK NOT FOUND   USGS
 MH0233
 MH0233                          STATION DESCRIPTION
 MH0233
 MH0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MH0233'1 MI SE FROM CHARITON.
 MH0233'1.0 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MH0233'RAILROAD FROM THE COUNTY COURTHOUSE AT CHARITON, 269 FEET
 MH0233'SOUTHEAST OF THE CROSSING OF FOURTH STREET, 44 FEET NORTHEAST
 MH0233'OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, AND 1 FOOT SOUTHWEST
 MH0233'OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK, SET
 MH0233'IN THE TOP OF A CONCRETE POST.
 MH0233
 MH0233                          STATION RECOVERY (1977)
 MH0233
 MH0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MH0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0232 ***********************************************************************
 MH0232  DESIGNATION -  59 37
 MH0232  PID         -  MH0232
 MH0232  STATE/COUNTY-  IA/LUCAS
 MH0232  USGS QUAD   -  CHARITON (1982)
 MH0232
 MH0232                         *CURRENT SURVEY CONTROL
 MH0232  ___________________________________________________________________
 MH0232* NAD 83(1986)-  41 00 26.     (N)    093 18 16.     (W)     SCALED    
 MH0232* NAVD 88     -       316.426  (meters)    1038.14   (feet)  ADJUSTED  
 MH0232  ___________________________________________________________________
 MH0232  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 MH0232  DYNAMIC HT  -         316.280 (meters)    1037.66  (feet)  COMP
 MH0232  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 MH0232
 MH0232  VERT ORDER  -  SECOND    CLASS 0
 MH0232
 MH0232.The horizontal coordinates were scaled from a topographic map and have
 MH0232.an estimated accuracy of +/- 6 seconds.
 MH0232
 MH0232.The orthometric height was determined by differential leveling
 MH0232.and adjusted by the National Geodetic Survey in June 1991..
 MH0232
 MH0232.The geoid height was determined by GEOID03.
 MH0232
 MH0232.The dynamic height is computed by dividing the NAVD 88
 MH0232.geopotential number by the normal gravity value computed on the
 MH0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0232.degrees latitude (g = 980.6199 gals.).
 MH0232
 MH0232.The modeled gravity was interpolated from observed gravity values.
 MH0232
 MH0232;                    North         East    Units  Estimated Accuracy
 MH0232;SPC IA S     -   111,870.      516,450.      MT  (+/- 180 meters Scaled)
 MH0232
 MH0232                          SUPERSEDED SURVEY CONTROL
 MH0232
 MH0232  NGVD 29 (??/??/92)  316.368  (m)         1037.95   (f) ADJ UNCH    2 0
 MH0232
 MH0232.Superseded values are not recommended for survey control.
 MH0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0232.See file dsdata.txt to determine how the superseded data were derived.
 MH0232
 MH0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF743396(NAD 83)
 MH0232_MARKER: DD = SURVEY DISK
 MH0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0232+STABILITY: SURFACE MOTION
 MH0232
 MH0232  HISTORY     - Date     Condition        Report By
 MH0232  HISTORY     - UNK      MONUMENTED       IAGS
 MH0232  HISTORY     - 1935     GOOD             NGS
 MH0232  HISTORY     - 1977     MARK NOT FOUND   USGS
 MH0232
 MH0232                          STATION DESCRIPTION
 MH0232
 MH0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MH0232'AT CHARITON.
 MH0232'AT CHARITON, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 MH0232'140 FEET NORTHWEST OF SIGNAL 3334, 229 FEET NORTHWEST OF THE
 MH0232'CROSSING OF SEVENTH STREET, 24.5 FEET SOUTHWEST OF THE SOUTHWEST
 MH0232'RAIL OF THE SOUTHWEST TRACK, AND 25 FEET NORTHWEST OF A POLE.
 MH0232'A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 MH0232'POST.  NOTE-- THIS BENCH MARK IS ALSO DESCRIBED AS BEING LOCATED
 MH0232'BETWEEN 8TH AND 9TH STREETS.  ANYONE RECOVERING AND IDENTIFYING
 MH0232'THIS MARK WILL CONFER A FAVOR BY SUBMITTING THE CORRECT
 MH0232'INFORMATION TO THE DIRECTOR, U.S. COAST AND GEODETIC SURVEY,
 MH0232'WASHINGTON 25, D.C., MARKED FOR THE ATTENTION OF THE LEVELING
 MH0232'BRANCH.
 MH0232
 MH0232                          STATION RECOVERY (1977)
 MH0232
 MH0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MH0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0231 ***********************************************************************
 MH0231  DESIGNATION -  59 38
 MH0231  PID         -  MH0231
 MH0231  STATE/COUNTY-  IA/LUCAS
 MH0231  USGS QUAD   -  CHARITON (1982)
 MH0231
 MH0231                         *CURRENT SURVEY CONTROL
 MH0231  ___________________________________________________________________
 MH0231* NAD 83(1986)-  41 00 43.     (N)    093 18 31.     (W)     SCALED    
 MH0231* NAVD 88     -       316.227  (meters)    1037.49   (feet)  ADJUSTED  
 MH0231  ___________________________________________________________________
 MH0231  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 MH0231  DYNAMIC HT  -         316.081 (meters)    1037.01  (feet)  COMP
 MH0231  MODELED GRAV-     980,154.8   (mgal)                       NAVD 88
 MH0231
 MH0231  VERT ORDER  -  SECOND    CLASS 0
 MH0231
 MH0231.The horizontal coordinates were scaled from a topographic map and have
 MH0231.an estimated accuracy of +/- 6 seconds.
 MH0231
 MH0231.The orthometric height was determined by differential leveling
 MH0231.and adjusted by the National Geodetic Survey in June 1991..
 MH0231
 MH0231.The geoid height was determined by GEOID03.
 MH0231
 MH0231.The dynamic height is computed by dividing the NAVD 88
 MH0231.geopotential number by the normal gravity value computed on the
 MH0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0231.degrees latitude (g = 980.6199 gals.).
 MH0231
 MH0231.The modeled gravity was interpolated from observed gravity values.
 MH0231
 MH0231;                    North         East    Units  Estimated Accuracy
 MH0231;SPC IA S     -   112,390.      516,100.      MT  (+/- 180 meters Scaled)
 MH0231
 MH0231                          SUPERSEDED SURVEY CONTROL
 MH0231
 MH0231  NGVD 29 (??/??/92)  316.171  (m)         1037.30   (f) ADJ UNCH    2 0
 MH0231
 MH0231.Superseded values are not recommended for survey control.
 MH0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0231.See file dsdata.txt to determine how the superseded data were derived.
 MH0231
 MH0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF740401(NAD 83)
 MH0231_MARKER: DD = SURVEY DISK
 MH0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0231+STABILITY: SURFACE MOTION
 MH0231
 MH0231  HISTORY     - Date     Condition        Report By
 MH0231  HISTORY     - UNK      MONUMENTED       IAGS
 MH0231  HISTORY     - 1935     GOOD             NGS
 MH0231  HISTORY     - 20060520 GOOD             GEOCAC
 MH0231
 MH0231                          STATION DESCRIPTION
 MH0231
 MH0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MH0231'AT CHARITON.
 MH0231'AT CHARITON, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 MH0231'4 POLES NORTH OF OVERPASS 333.81, 70 FEET EAST OF THE TRACK,
 MH0231'134 FEET SOUTH OF THE INTERSECTION OF MAIN AND ARMORY STREETS,
 MH0231'53 FEET SOUTH AND 36 FEET EAST OF THE SOUTHEAST CORNER OF THE
 MH0231'HOUSE AT 301 SOUTH MAIN STREET, AND OPPOSITE A POLE.  A STATE
 MH0231'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 MH0231
 MH0231                          STATION RECOVERY (2006)
 MH0231
 MH0231'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0231'IN A YARD A FEW FEET INSIDE THE SIDEWALK AND FLUSH WITH GROUND.
 MH0231'HANDHELD COORDINATES N41 00 42.6 W093 18 30.6, SKY VISIBILITY POOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0229 ***********************************************************************
 MH0229  DESIGNATION -  59 4
 MH0229  PID         -  MH0229
 MH0229  STATE/COUNTY-  IA/LUCAS
 MH0229  USGS QUAD   -  CHARITON (1982)
 MH0229
 MH0229                         *CURRENT SURVEY CONTROL
 MH0229  ___________________________________________________________________
 MH0229* NAD 83(1986)-  41 01 24.     (N)    093 19 31.     (W)     SCALED    
 MH0229* NAVD 88     -       316.509  (meters)    1038.41   (feet)  ADJUSTED  
 MH0229  ___________________________________________________________________
 MH0229  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 MH0229  DYNAMIC HT  -         316.364 (meters)    1037.94  (feet)  COMP
 MH0229  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 MH0229
 MH0229  VERT ORDER  -  SECOND    CLASS 0
 MH0229
 MH0229.The horizontal coordinates were scaled from a topographic map and have
 MH0229.an estimated accuracy of +/- 6 seconds.
 MH0229
 MH0229.The orthometric height was determined by differential leveling
 MH0229.and adjusted by the National Geodetic Survey in June 1991..
 MH0229
 MH0229.The geoid height was determined by GEOID03.
 MH0229
 MH0229.The dynamic height is computed by dividing the NAVD 88
 MH0229.geopotential number by the normal gravity value computed on the
 MH0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0229.degrees latitude (g = 980.6199 gals.).
 MH0229
 MH0229.The modeled gravity was interpolated from observed gravity values.
 MH0229
 MH0229;                    North         East    Units  Estimated Accuracy
 MH0229;SPC IA S     -   113,650.      514,690.      MT  (+/- 180 meters Scaled)
 MH0229
 MH0229                          SUPERSEDED SURVEY CONTROL
 MH0229
 MH0229  NGVD 29 (??/??/92)  316.453  (m)         1038.23   (f) ADJ UNCH    2 0
 MH0229
 MH0229.Superseded values are not recommended for survey control.
 MH0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0229.See file dsdata.txt to determine how the superseded data were derived.
 MH0229
 MH0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF726413(NAD 83)
 MH0229_MARKER: DD = SURVEY DISK
 MH0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0229+STABILITY: SURFACE MOTION
 MH0229
 MH0229  HISTORY     - Date     Condition        Report By
 MH0229  HISTORY     - UNK      MONUMENTED       IAGS
 MH0229  HISTORY     - 1935     GOOD             NGS
 MH0229
 MH0229                          STATION DESCRIPTION
 MH0229
 MH0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MH0229'1 MI NW FROM CHARITON.
 MH0229'1.0 MILE NORTHWEST ALONG COUNTY ROAD L FROM THE COUNTY COURTHOUSE
 MH0229'AT CHARITON, 763 FEET SOUTHEAST OF THE INTERSECTION OF THE WEST
 MH0229'CITY-LIMIT LINE, 222 FEET NORTH AND 72 FEET SOUTHEAST OF THE
 MH0229'NORTHWEST CORNER OF THE BILL EDSON BARN IN 1935, 27 FEET SOUTHWEST
 MH0229'OF THE ROAD, 6 FEET NORTHWEST AND 2 FEET NORTHEAST OF THE
 MH0229'NORTHWEST CORNER POST OF A GATE, AND 3 FEET NORTHEAST OF THE
 MH0229'FENCE.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A
 MH0229'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0228 ***********************************************************************
 MH0228  DESIGNATION -  59 5
 MH0228  PID         -  MH0228
 MH0228  STATE/COUNTY-  IA/LUCAS
 MH0228  USGS QUAD   -  CHARITON (1982)
 MH0228
 MH0228                         *CURRENT SURVEY CONTROL
 MH0228  ___________________________________________________________________
 MH0228* NAD 83(1986)-  41 01 45.     (N)    093 20 12.     (W)     SCALED    
 MH0228* NAVD 88     -       315.296  (meters)    1034.43   (feet)  ADJUSTED  
 MH0228  ___________________________________________________________________
 MH0228  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 MH0228  DYNAMIC HT  -         315.152 (meters)    1033.96  (feet)  COMP
 MH0228  MODELED GRAV-     980,158.2   (mgal)                       NAVD 88
 MH0228
 MH0228  VERT ORDER  -  SECOND    CLASS 0
 MH0228
 MH0228.The horizontal coordinates were scaled from a topographic map and have
 MH0228.an estimated accuracy of +/- 6 seconds.
 MH0228
 MH0228.The orthometric height was determined by differential leveling
 MH0228.and adjusted by the National Geodetic Survey in June 1991..
 MH0228
 MH0228.The geoid height was determined by GEOID03.
 MH0228
 MH0228.The dynamic height is computed by dividing the NAVD 88
 MH0228.geopotential number by the normal gravity value computed on the
 MH0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0228.degrees latitude (g = 980.6199 gals.).
 MH0228
 MH0228.The modeled gravity was interpolated from observed gravity values.
 MH0228
 MH0228;                    North         East    Units  Estimated Accuracy
 MH0228;SPC IA S     -   114,300.      513,740.      MT  (+/- 180 meters Scaled)
 MH0228
 MH0228                          SUPERSEDED SURVEY CONTROL
 MH0228
 MH0228  NGVD 29 (??/??/92)  315.240  (m)         1034.25   (f) ADJ UNCH    2 0
 MH0228
 MH0228.Superseded values are not recommended for survey control.
 MH0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0228.See file dsdata.txt to determine how the superseded data were derived.
 MH0228
 MH0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF716420(NAD 83)
 MH0228_MARKER: DD = SURVEY DISK
 MH0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0228+STABILITY: SURFACE MOTION
 MH0228
 MH0228  HISTORY     - Date     Condition        Report By
 MH0228  HISTORY     - UNK      MONUMENTED       IAGS
 MH0228  HISTORY     - 1935     GOOD             NGS
 MH0228  HISTORY     - 1977     MARK NOT FOUND   USGS
 MH0228
 MH0228                          STATION DESCRIPTION
 MH0228
 MH0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MH0228'1.7 MI NW FROM CHARITON.
 MH0228'1.7 MILES NORTHWEST ALONG COUNTY ROAD L FROM THE COUNTY COURTHOUSE
 MH0228'AT CHARITON, 950 FEET WEST OF THE ENTRANCE WALK TO THE COUNTY
 MH0228'FARM, 360 FEET EAST OF THE JUNCTION OF A T-ROAD LEADING NORTH,
 MH0228'AT THE CREST OF A RISE, 40 FEET SOUTH OF THE CENTERLINE OF THE
 MH0228'COUNTY ROAD, AND 2 FEET NORTH OF A FENCE.  A STATE SURVEY
 MH0228'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 MH0228'THE GROUND.
 MH0228
 MH0228                          STATION RECOVERY (1977)
 MH0228
 MH0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MH0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0227 ***********************************************************************
 MH0227  DESIGNATION -  59 6
 MH0227  PID         -  MH0227
 MH0227  STATE/COUNTY-  IA/LUCAS
 MH0227  USGS QUAD   -  CHARITON (1982)
 MH0227
 MH0227                         *CURRENT SURVEY CONTROL
 MH0227  ___________________________________________________________________
 MH0227* NAD 83(1986)-  41 02 02.     (N)    093 20 53.     (W)     SCALED    
 MH0227* NAVD 88     -       307.764  (meters)    1009.72   (feet)  ADJUSTED  
 MH0227  ___________________________________________________________________
 MH0227  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 MH0227  DYNAMIC HT  -         307.623 (meters)    1009.26  (feet)  COMP
 MH0227  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 MH0227
 MH0227  VERT ORDER  -  SECOND    CLASS 0
 MH0227
 MH0227.The horizontal coordinates were scaled from a topographic map and have
 MH0227.an estimated accuracy of +/- 6 seconds.
 MH0227
 MH0227.The orthometric height was determined by differential leveling
 MH0227.and adjusted by the National Geodetic Survey in June 1991..
 MH0227
 MH0227.The geoid height was determined by GEOID03.
 MH0227
 MH0227.The dynamic height is computed by dividing the NAVD 88
 MH0227.geopotential number by the normal gravity value computed on the
 MH0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0227.degrees latitude (g = 980.6199 gals.).
 MH0227
 MH0227.The modeled gravity was interpolated from observed gravity values.
 MH0227
 MH0227;                    North         East    Units  Estimated Accuracy
 MH0227;SPC IA S     -   114,820.      512,780.      MT  (+/- 180 meters Scaled)
 MH0227
 MH0227                          SUPERSEDED SURVEY CONTROL
 MH0227
 MH0227  NGVD 29 (??/??/92)  307.707  (m)         1009.54   (f) ADJ UNCH    2 0
 MH0227
 MH0227.Superseded values are not recommended for survey control.
 MH0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0227.See file dsdata.txt to determine how the superseded data were derived.
 MH0227
 MH0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF707425(NAD 83)
 MH0227_MARKER: DD = SURVEY DISK
 MH0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0227_STAMPING: B-111 1935 59-6
 MH0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0227+STABILITY: SURFACE MOTION
 MH0227
 MH0227  HISTORY     - Date     Condition        Report By
 MH0227  HISTORY     - 1935     MONUMENTED       IAGS
 MH0227  HISTORY     - 1935     GOOD             NGS
 MH0227
 MH0227                          STATION DESCRIPTION
 MH0227
 MH0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MH0227'2.3 MI NW FROM CHARITON.
 MH0227'2.3 MILES NORTHWEST ALONG COUNTY ROAD L FROM THE COUNTY COURTHOUSE
 MH0227'AT CHARITON, 331 FEET NORTHWEST OF THE INTERSECTION OF A
 MH0227'NORTH-AND-SOUTH ROAD, 28 FEET SOUTHWEST OF THE CENTERLINE OF
 MH0227'THE COUNTY ROAD, AT THE CREST OF A RISE, AND 2 FEET NORTHEAST
 MH0227'OF A FENCE.  A STATE SURVEY STANDARD DISK, STAMPED B-111 1935
 MH0227'59-6 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0226 ***********************************************************************
 MH0226  DESIGNATION -  59 7
 MH0226  PID         -  MH0226
 MH0226  STATE/COUNTY-  IA/LUCAS
 MH0226  USGS QUAD   -  CHARITON (1982)
 MH0226
 MH0226                         *CURRENT SURVEY CONTROL
 MH0226  ___________________________________________________________________
 MH0226* NAD 83(1986)-  41 02 15.     (N)    093 21 23.     (W)     SCALED    
 MH0226* NAVD 88     -       315.476  (meters)    1035.02   (feet)  ADJUSTED  
 MH0226  ___________________________________________________________________
 MH0226  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MH0226  DYNAMIC HT  -         315.333 (meters)    1034.56  (feet)  COMP
 MH0226  MODELED GRAV-     980,160.0   (mgal)                       NAVD 88
 MH0226
 MH0226  VERT ORDER  -  SECOND    CLASS 0
 MH0226
 MH0226.The horizontal coordinates were scaled from a topographic map and have
 MH0226.an estimated accuracy of +/- 6 seconds.
 MH0226
 MH0226.The orthometric height was determined by differential leveling
 MH0226.and adjusted by the National Geodetic Survey in June 1991..
 MH0226
 MH0226.The geoid height was determined by GEOID03.
 MH0226
 MH0226.The dynamic height is computed by dividing the NAVD 88
 MH0226.geopotential number by the normal gravity value computed on the
 MH0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0226.degrees latitude (g = 980.6199 gals.).
 MH0226
 MH0226.The modeled gravity was interpolated from observed gravity values.
 MH0226
 MH0226;                    North         East    Units  Estimated Accuracy
 MH0226;SPC IA S     -   115,220.      512,080.      MT  (+/- 180 meters Scaled)
 MH0226
 MH0226                          SUPERSEDED SURVEY CONTROL
 MH0226
 MH0226  NGVD 29 (??/??/92)  315.420  (m)         1034.84   (f) ADJ UNCH    2 0
 MH0226
 MH0226.Superseded values are not recommended for survey control.
 MH0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0226.See file dsdata.txt to determine how the superseded data were derived.
 MH0226
 MH0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF700429(NAD 83)
 MH0226_MARKER: DD = SURVEY DISK
 MH0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0226+STABILITY: SURFACE MOTION
 MH0226
 MH0226  HISTORY     - Date     Condition        Report By
 MH0226  HISTORY     - UNK      MONUMENTED       IAGS
 MH0226  HISTORY     - 1935     GOOD             NGS
 MH0226  HISTORY     - 1977     MARK NOT FOUND   USGS
 MH0226
 MH0226                          STATION DESCRIPTION
 MH0226
 MH0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MH0226'2.8 MI NW FROM CHARITON.
 MH0226'2.8 MILES NORTHWEST ALONG COUNTY ROAD L FROM THE COUNTY COURTHOUSE
 MH0226'AT CHARITON, 32 FEET SOUTHEAST AND 24 FEET NORTHEAST OF THE
 MH0226'INTERSECTION OF A NORTH-AND-SOUTH SECTION-LINE ROAD AND A
 MH0226'PRIVATE ROAD, 13 FEET SOUTHEAST OF A POLE, AND 2 FEET SOUTHWEST
 MH0226'OF A FENCE.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF
 MH0226'A CONCRETE POST.
 MH0226
 MH0226                          STATION RECOVERY (1977)
 MH0226
 MH0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MH0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0225 ***********************************************************************
 MH0225  DESIGNATION -  59 8
 MH0225  PID         -  MH0225
 MH0225  STATE/COUNTY-  IA/LUCAS
 MH0225  USGS QUAD   -  CHARITON (1982)
 MH0225
 MH0225                         *CURRENT SURVEY CONTROL
 MH0225  ___________________________________________________________________
 MH0225* NAD 83(1986)-  41 02 26.     (N)    093 21 54.     (W)     SCALED    
 MH0225* NAVD 88     -       316.993  (meters)    1040.00   (feet)  ADJUSTED  
 MH0225  ___________________________________________________________________
 MH0225  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 MH0225  DYNAMIC HT  -         316.849 (meters)    1039.53  (feet)  COMP
 MH0225  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 MH0225
 MH0225  VERT ORDER  -  SECOND    CLASS 0
 MH0225
 MH0225.The horizontal coordinates were scaled from a topographic map and have
 MH0225.an estimated accuracy of +/- 6 seconds.
 MH0225
 MH0225.The orthometric height was determined by differential leveling
 MH0225.and adjusted by the National Geodetic Survey in June 1991..
 MH0225
 MH0225.The geoid height was determined by GEOID03.
 MH0225
 MH0225.The dynamic height is computed by dividing the NAVD 88
 MH0225.geopotential number by the normal gravity value computed on the
 MH0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0225.degrees latitude (g = 980.6199 gals.).
 MH0225
 MH0225.The modeled gravity was interpolated from observed gravity values.
 MH0225
 MH0225;                    North         East    Units  Estimated Accuracy
 MH0225;SPC IA S     -   115,560.      511,350.      MT  (+/- 180 meters Scaled)
 MH0225
 MH0225                          SUPERSEDED SURVEY CONTROL
 MH0225
 MH0225  NGVD 29 (??/??/92)  316.936  (m)         1039.81   (f) ADJ UNCH    2 0
 MH0225
 MH0225.Superseded values are not recommended for survey control.
 MH0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0225.See file dsdata.txt to determine how the superseded data were derived.
 MH0225
 MH0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF693433(NAD 83)
 MH0225_MARKER: DD = SURVEY DISK
 MH0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0225_STAMPING: A 111 1935 59-8
 MH0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0225+STABILITY: SURFACE MOTION
 MH0225
 MH0225  HISTORY     - Date     Condition        Report By
 MH0225  HISTORY     - 1935     MONUMENTED       IAGS
 MH0225  HISTORY     - 1935     GOOD             NGS
 MH0225
 MH0225                          STATION DESCRIPTION
 MH0225
 MH0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MH0225'3.3 MI NW FROM CHARITON.
 MH0225'3.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MH0225'RAILROAD FROM THE COUNTY COURTHOUSE AT CHARITON, 0.2 MILES EAST
 MH0225'OF THE STATION AT HARRISON, AT A ROAD INTERSECTION, 55 FEET
 MH0225'NORTHWEST OF THE CENTERLINE OF ONE ROAD, 13 FEET SOUTHWEST OF
 MH0225'THE CENTERLINE OF COUNTY ROAD L, 6 FEET SOUTHEAST OF A
 MH0225'CROSSING-WARNING SIGN, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 MH0225'A STATE SURVEY STANDARD DISK, A 111 1935 59-8 AND SET IN THE
 MH0225'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0098 ***********************************************************************
 NK0098  DESIGNATION -  6
 NK0098  PID         -  NK0098
 NK0098  STATE/COUNTY-  IA/TAMA
 NK0098  USGS QUAD   -  ELBERON (1971)
 NK0098
 NK0098                         *CURRENT SURVEY CONTROL
 NK0098  ___________________________________________________________________
 NK0098* NAD 83(1986)-  42 00 22.     (N)    092 20 15.     (W)     SCALED    
 NK0098* NAVD 88     -       250.40   (+/-2cm)     821.5    (feet)  VERTCON   
 NK0098  ___________________________________________________________________
 NK0098  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 NK0098
 NK0098  VERT ORDER  -  ? (See Below)
 NK0098
 NK0098.The horizontal coordinates were scaled from a topographic map and have
 NK0098.an estimated accuracy of +/- 6 seconds.
 NK0098
 NK0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0098.The vertical order pertains to the NGVD 29 superseded value.
 NK0098
 NK0098.The geoid height was determined by GEOID03.
 NK0098
 NK0098;                    North         East    Units  Estimated Accuracy
 NK0098;SPC IA N     - 1,056,880.    1,596,300.      MT  (+/- 180 meters Scaled)
 NK0098
 NK0098                          SUPERSEDED SURVEY CONTROL
 NK0098
 NK0098  NGVD 29 (??/??/92)  250.402  (m)          821.53   (f) ADJ UNCH    ?  
 NK0098
 NK0098.Superseded values are not recommended for survey control.
 NK0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0098.See file dsdata.txt to determine how the superseded data were derived.
 NK0098
 NK0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG548506(NAD 83)
 NK0098_MARKER: R = RIVET
 NK0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0098_SP_SET: CONCRETE BASE
 NK0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0098
 NK0098  HISTORY     - Date     Condition        Report By
 NK0098  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0098  HISTORY     - 1934     GOOD             NGS
 NK0098
 NK0098                          STATION DESCRIPTION
 NK0098
 NK0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0098'AT ELBERON.
 NK0098'AT ELBERON, TAMA COUNTY, 4 POLES SOUTH OF THE CHICAGO AND NORTH
 NK0098'WESTERN RAILWAY STATION, 2 POLES SOUTH OF MILEPOST 9, AT A SIGNAL,
 NK0098'IN THE NORTHWEST CORNER OF THE CONCRETE BASE, 12 FEET WEST OF
 NK0098'THE CENTER LINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A
 NK0098'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0599 ***********************************************************************
 MG0599  DESIGNATION -  6
 MG0599  PID         -  MG0599
 MG0599  STATE/COUNTY-  IA/BENTON
 MG0599  USGS QUAD   -  NEWHALL (1968)
 MG0599
 MG0599                         *CURRENT SURVEY CONTROL
 MG0599  ___________________________________________________________________
 MG0599* NAD 83(1986)-  41 54 40.     (N)    091 52 34.     (W)     SCALED    
 MG0599* NAVD 88     -       236.401  (meters)     775.59   (feet)  ADJUSTED  
 MG0599  ___________________________________________________________________
 MG0599  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 MG0599  DYNAMIC HT  -         236.317 (meters)     775.32  (feet)  COMP
 MG0599  MODELED GRAV-     980,260.6   (mgal)                       NAVD 88
 MG0599
 MG0599  VERT ORDER  -  SECOND    CLASS 0
 MG0599
 MG0599.The horizontal coordinates were scaled from a topographic map and have
 MG0599.an estimated accuracy of +/- 6 seconds.
 MG0599
 MG0599.The orthometric height was determined by differential leveling
 MG0599.and adjusted by the National Geodetic Survey in June 1991..
 MG0599
 MG0599.The geoid height was determined by GEOID03.
 MG0599
 MG0599.The dynamic height is computed by dividing the NAVD 88
 MG0599.geopotential number by the normal gravity value computed on the
 MG0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0599.degrees latitude (g = 980.6199 gals.).
 MG0599
 MG0599.The modeled gravity was interpolated from observed gravity values.
 MG0599
 MG0599;                    North         East    Units  Estimated Accuracy
 MG0599;SPC IA N     - 1,046,960.    1,634,720.      MT  (+/- 180 meters Scaled)
 MG0599
 MG0599                          SUPERSEDED SURVEY CONTROL
 MG0599
 MG0599  NGVD 29 (??/??/92)  236.413  (m)          775.63   (f) ADJ UNCH    2 0
 MG0599
 MG0599.Superseded values are not recommended for survey control.
 MG0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0599.See file dsdata.txt to determine how the superseded data were derived.
 MG0599
 MG0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG932405(NAD 83)
 MG0599_MARKER: R = RIVET
 MG0599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0599_SP_SET: ABUTMENT
 MG0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0599
 MG0599  HISTORY     - Date     Condition        Report By
 MG0599  HISTORY     - UNK      MONUMENTED       CNWRR
 MG0599  HISTORY     - 1934     GOOD             NGS
 MG0599
 MG0599                          STATION DESCRIPTION
 MG0599
 MG0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0599'2.5 MI E FROM NORWAY.
 MG0599'2.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MG0599'THE STATION AT NORWAY, BENTON COUNTY, 2 POLES EAST OF MILEPOST
 MG0599'95, AT A ROAD CROSSING, 22 FEET WEST OF THE CENTERLINE OF THE
 MG0599'ROAD, AT 12-FOOT STEEL BRIDGE 267, IN THE NORTHEAST CORNER OF THE
 MG0599'EAST STONE ABUTMENT, 12 FEET NORTH OF THE CENTERLINE OF THE
 MG0599'TRACK, AND 2 FEET LOWER THAN THE RAIL.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0462 ***********************************************************************
 MG0462  DESIGNATION -  6
 MG0462  PID         -  MG0462
 MG0462  STATE/COUNTY-  IA/WASHINGTON
 MG0462  USGS QUAD   -  RIVERSIDE (1983)
 MG0462
 MG0462                         *CURRENT SURVEY CONTROL
 MG0462  ___________________________________________________________________
 MG0462* NAD 83(1986)-  41 27 43.     (N)    091 32 29.     (W)     SCALED    
 MG0462* NAVD 88     -       198.994  (meters)     652.87   (feet)  ADJUSTED  
 MG0462  ___________________________________________________________________
 MG0462  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 MG0462  DYNAMIC HT  -         198.915 (meters)     652.61  (feet)  COMP
 MG0462  MODELED GRAV-     980,221.5   (mgal)                       NAVD 88
 MG0462
 MG0462  VERT ORDER  -  FIRST     CLASS II
 MG0462
 MG0462.The horizontal coordinates were scaled from a topographic map and have
 MG0462.an estimated accuracy of +/- 6 seconds.
 MG0462
 MG0462.The orthometric height was determined by differential leveling
 MG0462.and adjusted by the National Geodetic Survey in June 1991..
 MG0462
 MG0462.The geoid height was determined by GEOID03.
 MG0462
 MG0462.The dynamic height is computed by dividing the NAVD 88
 MG0462.geopotential number by the normal gravity value computed on the
 MG0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0462.degrees latitude (g = 980.6199 gals.).
 MG0462
 MG0462.The modeled gravity was interpolated from observed gravity values.
 MG0462
 MG0462;                    North         East    Units  Estimated Accuracy
 MG0462;SPC IA S     -   164,190.      663,610.      MT  (+/- 180 meters Scaled)
 MG0462
 MG0462                          SUPERSEDED SURVEY CONTROL
 MG0462
 MG0462  NGVD 29 (??/??/92)  199.04   (m)          653.0    (f) COMPUTED    1 2
 MG0462
 MG0462.Superseded values are not recommended for survey control.
 MG0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0462.See file dsdata.txt to determine how the superseded data were derived.
 MG0462
 MG0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF218910(NAD 83)
 MG0462_MARKER: Z = SEE DESCRIPTION
 MG0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0462_SP_SET: CULVERT
 MG0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0462
 MG0462  HISTORY     - Date     Condition        Report By
 MG0462  HISTORY     - 1934     MONUMENTED       IAHD
 MG0462
 MG0462                          STATION DESCRIPTION
 MG0462
 MG0462'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1934
 MG0462'9.2 MI N FROM RIVERSIDE.
 MG0462'9.2 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE OVERHEAD
 MG0462'CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 MG0462'AT HASKINS, AT PAVEMENT STATION 1132+48, AT A 4-1/2 BY 5-FOOT
 MG0462'CONCRETE-BOX CULVERT, AND IN THE TOP OF THE EAST HEADWALL.   A
 MG0462'BRONZE PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0178 ***********************************************************************
 MH0178  DESIGNATION -  6
 MH0178  PID         -  MH0178
 MH0178  STATE/COUNTY-  IA/TAMA
 MH0178  USGS QUAD   -  TAMA (1980)
 MH0178
 MH0178                         *CURRENT SURVEY CONTROL
 MH0178  ___________________________________________________________________
 MH0178* NAD 83(1986)-  41 58 13.     (N)    092 37 17.     (W)     SCALED    
 MH0178* NAVD 88     -       251.298  (meters)     824.47   (feet)  ADJUSTED  
 MH0178  ___________________________________________________________________
 MH0178  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 MH0178  DYNAMIC HT  -         251.205 (meters)     824.16  (feet)  COMP
 MH0178  MODELED GRAV-     980,245.5   (mgal)                       NAVD 88
 MH0178
 MH0178  VERT ORDER  -  SECOND    CLASS 0
 MH0178
 MH0178.The horizontal coordinates were scaled from a topographic map and have
 MH0178.an estimated accuracy of +/- 6 seconds.
 MH0178
 MH0178.The orthometric height was determined by differential leveling
 MH0178.and adjusted by the National Geodetic Survey in June 1991..
 MH0178
 MH0178.The geoid height was determined by GEOID03.
 MH0178
 MH0178.The dynamic height is computed by dividing the NAVD 88
 MH0178.geopotential number by the normal gravity value computed on the
 MH0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0178.degrees latitude (g = 980.6199 gals.).
 MH0178
 MH0178.The modeled gravity was interpolated from observed gravity values.
 MH0178
 MH0178;                    North         East    Units  Estimated Accuracy
 MH0178;SPC IA N     - 1,052,620.    1,572,830.      MT  (+/- 180 meters Scaled)
 MH0178
 MH0178                          SUPERSEDED SURVEY CONTROL
 MH0178
 MH0178  NGVD 29 (??/??/92)  251.292  (m)          824.45   (f) ADJ UNCH    2 0
 MH0178
 MH0178.Superseded values are not recommended for survey control.
 MH0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0178.See file dsdata.txt to determine how the superseded data were derived.
 MH0178
 MH0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG313465(NAD 83)
 MH0178_MARKER: R = RIVET
 MH0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0178_SP_SET: BRIDGE
 MH0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0178
 MH0178  HISTORY     - Date     Condition        Report By
 MH0178  HISTORY     - UNK      MONUMENTED       CNWRR
 MH0178  HISTORY     - 1934     GOOD             NGS
 MH0178
 MH0178                          STATION DESCRIPTION
 MH0178
 MH0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0178'2.3 MI W FROM TAMA.
 MH0178'2.3 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MH0178'THE STATION AT TAMA, TAMA COUNTY, 6 POLES WEST OF MILEPOST 135,
 MH0178'AT 15-FOOT STEEL BRIDGE 400, IN THE NORTH END OF THE EAST STONE
 MH0178'ABUTMENT, 9 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, AND
 MH0178'1 FOOT LOWER THAN THE RAIL.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0065 ***********************************************************************
 NK0065  DESIGNATION -  6 146
 NK0065  PID         -  NK0065
 NK0065  STATE/COUNTY-  IA/BENTON
 NK0065  USGS QUAD   -  VAN HORNE (1971)
 NK0065
 NK0065                         *CURRENT SURVEY CONTROL
 NK0065  ___________________________________________________________________
 NK0065* NAD 83(1986)-  42 03 08.     (N)    092 01 44.     (W)     SCALED    
 NK0065* NAVD 88     -       274.558  (meters)     900.78   (feet)  ADJUSTED  
 NK0065  ___________________________________________________________________
 NK0065  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 NK0065  DYNAMIC HT  -         274.466 (meters)     900.48  (feet)  COMP
 NK0065  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 NK0065
 NK0065  VERT ORDER  -  FIRST     CLASS II
 NK0065
 NK0065.The horizontal coordinates were scaled from a topographic map and have
 NK0065.an estimated accuracy of +/- 6 seconds.
 NK0065
 NK0065.The orthometric height was determined by differential leveling
 NK0065.and adjusted by the National Geodetic Survey in June 1991..
 NK0065
 NK0065.The geoid height was determined by GEOID03.
 NK0065
 NK0065.The dynamic height is computed by dividing the NAVD 88
 NK0065.geopotential number by the normal gravity value computed on the
 NK0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0065.degrees latitude (g = 980.6199 gals.).
 NK0065
 NK0065.The modeled gravity was interpolated from observed gravity values.
 NK0065
 NK0065;                    North         East    Units  Estimated Accuracy
 NK0065;SPC IA N     - 1,062,400.    1,621,780.      MT  (+/- 180 meters Scaled)
 NK0065
 NK0065                          SUPERSEDED SURVEY CONTROL
 NK0065
 NK0065  NGVD 29 (??/??/92)  274.586  (m)          900.87   (f) ADJ UNCH    1 2
 NK0065
 NK0065.Superseded values are not recommended for survey control.
 NK0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0065.See file dsdata.txt to determine how the superseded data were derived.
 NK0065
 NK0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG803560(NAD 83)
 NK0065_MARKER: DD = SURVEY DISK
 NK0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0065_STAMPING: 6-146
 NK0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0065+STABILITY: SURFACE MOTION
 NK0065
 NK0065  HISTORY     - Date     Condition        Report By
 NK0065  HISTORY     - UNK      MONUMENTED       IAGS
 NK0065  HISTORY     - 1934     GOOD             IAGS
 NK0065
 NK0065                          STATION DESCRIPTION
 NK0065
 NK0065'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0065'8.2 MI S FROM VINTON.
 NK0065'8.2 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE JUNCTION OF
 NK0065'STATE HIGHWAY 101 AT VINTON, BENTON COUNTY, 6.1 MILES NORTH
 NK0065'OF THE JUNCTION OF U.S. HIGHWAY 30, 515 FEET NORTH OF THE
 NK0065'SOUTHWEST CORNER OF SEC. 28, T.84 N., R.10 W., 30.3 FEET EAST
 NK0065'OF THE CENTER LINE OF THE HIGHWAY, AND 1.5 FEET WEST OF A FENCE.
 NK0065'A STATE SURVEY STANDARD DISK, STAMPED 6-146 AND SET IN THE TOP
 NK0065'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0066 ***********************************************************************
 NK0066  DESIGNATION -  6 147
 NK0066  PID         -  NK0066
 NK0066  STATE/COUNTY-  IA/BENTON
 NK0066  USGS QUAD   -  VAN HORNE (1971)
 NK0066
 NK0066                         *CURRENT SURVEY CONTROL
 NK0066  ___________________________________________________________________
 NK0066* NAD 83(1986)-  42 03 41.     (N)    092 01 46.     (W)     SCALED    
 NK0066* NAVD 88     -       288.784  (meters)     947.45   (feet)  ADJUSTED  
 NK0066  ___________________________________________________________________
 NK0066  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 NK0066  DYNAMIC HT  -         288.688 (meters)     947.14  (feet)  COMP
 NK0066  MODELED GRAV-     980,282.7   (mgal)                       NAVD 88
 NK0066
 NK0066  VERT ORDER  -  FIRST     CLASS II
 NK0066
 NK0066.The horizontal coordinates were scaled from a topographic map and have
 NK0066.an estimated accuracy of +/- 6 seconds.
 NK0066
 NK0066.The orthometric height was determined by differential leveling
 NK0066.and adjusted by the National Geodetic Survey in June 1991..
 NK0066
 NK0066.The geoid height was determined by GEOID03.
 NK0066
 NK0066.The dynamic height is computed by dividing the NAVD 88
 NK0066.geopotential number by the normal gravity value computed on the
 NK0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0066.degrees latitude (g = 980.6199 gals.).
 NK0066
 NK0066.The modeled gravity was interpolated from observed gravity values.
 NK0066
 NK0066;                    North         East    Units  Estimated Accuracy
 NK0066;SPC IA N     - 1,063,420.    1,621,710.      MT  (+/- 180 meters Scaled)
 NK0066
 NK0066                          SUPERSEDED SURVEY CONTROL
 NK0066
 NK0066  NGVD 29 (??/??/92)  288.813  (m)          947.55   (f) ADJ UNCH    1 2
 NK0066
 NK0066.Superseded values are not recommended for survey control.
 NK0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0066.See file dsdata.txt to determine how the superseded data were derived.
 NK0066
 NK0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG803570(NAD 83)
 NK0066_MARKER: DD = SURVEY DISK
 NK0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0066_STAMPING: 6-147
 NK0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0066+STABILITY: SURFACE MOTION
 NK0066
 NK0066  HISTORY     - Date     Condition        Report By
 NK0066  HISTORY     - UNK      MONUMENTED       IAGS
 NK0066  HISTORY     - 1934     GOOD             IAGS
 NK0066
 NK0066                          STATION DESCRIPTION
 NK0066
 NK0066'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0066'7.5 MI S FROM VINTON.
 NK0066'7.5 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE JUNCTION OF
 NK0066'STATE HIGHWAY 101 AT VINTON, BENTON COUNTY, 6-3/4 MILES NORTH
 NK0066'OF THE JUNCTION OF U.S. HIGHWAY 30, 1/4 MILE SOUTH OF THE
 NK0066'NORTHEAST CORNER OF SEC. 29, T.84 N., R.10 W., AT PAVEMENT
 NK0066'STATION 356+96, IN LINE WITH THE QUARTER-QUARTER-SECTION LINE
 NK0066'FENCE, 31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET
 NK0066'EAST OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK,
 NK0066'STAMPED 6-147 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0067 ***********************************************************************
 NK0067  DESIGNATION -  6 148
 NK0067  PID         -  NK0067
 NK0067  STATE/COUNTY-  IA/BENTON
 NK0067  USGS QUAD   -  VAN HORNE (1971)
 NK0067
 NK0067                         *CURRENT SURVEY CONTROL
 NK0067  ___________________________________________________________________
 NK0067* NAD 83(1986)-  42 05 25.     (N)    092 01 44.     (W)     SCALED    
 NK0067* NAVD 88     -       272.624  (meters)     894.43   (feet)  ADJUSTED  
 NK0067  ___________________________________________________________________
 NK0067  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 NK0067  DYNAMIC HT  -         272.535 (meters)     894.14  (feet)  COMP
 NK0067  MODELED GRAV-     980,288.1   (mgal)                       NAVD 88
 NK0067
 NK0067  VERT ORDER  -  FIRST     CLASS II
 NK0067
 NK0067.The horizontal coordinates were scaled from a topographic map and have
 NK0067.an estimated accuracy of +/- 6 seconds.
 NK0067
 NK0067.The orthometric height was determined by differential leveling
 NK0067.and adjusted by the National Geodetic Survey in June 1991..
 NK0067
 NK0067.The geoid height was determined by GEOID03.
 NK0067
 NK0067.The dynamic height is computed by dividing the NAVD 88
 NK0067.geopotential number by the normal gravity value computed on the
 NK0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0067.degrees latitude (g = 980.6199 gals.).
 NK0067
 NK0067.The modeled gravity was interpolated from observed gravity values.
 NK0067
 NK0067;                    North         East    Units  Estimated Accuracy
 NK0067;SPC IA N     - 1,066,630.    1,621,700.      MT  (+/- 180 meters Scaled)
 NK0067
 NK0067                          SUPERSEDED SURVEY CONTROL
 NK0067
 NK0067  NGVD 29 (??/??/92)  272.653  (m)          894.53   (f) ADJ UNCH    1 2
 NK0067
 NK0067.Superseded values are not recommended for survey control.
 NK0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0067.See file dsdata.txt to determine how the superseded data were derived.
 NK0067
 NK0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG803602(NAD 83)
 NK0067_MARKER: DD = SURVEY DISK
 NK0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0067_STAMPING: 6-148
 NK0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0067+STABILITY: SURFACE MOTION
 NK0067
 NK0067  HISTORY     - Date     Condition        Report By
 NK0067  HISTORY     - UNK      MONUMENTED       IAGS
 NK0067  HISTORY     - 1954     MARK NOT FOUND   NGS
 NK0067
 NK0067                          STATION DESCRIPTION
 NK0067
 NK0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NK0067'5.5 MI S FROM VINTON.
 NK0067'5.5 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE JUNCTION OF
 NK0067'STATE HIGHWAY 101 AT VINTON, BENTON COUNTY, 1/4 MILE SOUTH
 NK0067'OF THE NORTHWEST CORNER OF SEC. 16, T.84 N., R.10 W., AT
 NK0067'PAVEMENT STATION 456+67, 27.3 FEET EAST OF THE CENTER LINE OF
 NK0067'THE HIGHWAY, 21.9 FEET SOUTH OF POLE 855, AND 5.5 FEET WEST OF
 NK0067'A FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 6-148 AND SET
 NK0067'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0068 ***********************************************************************
 NK0068  DESIGNATION -  6 149
 NK0068  PID         -  NK0068
 NK0068  STATE/COUNTY-  IA/BENTON
 NK0068  USGS QUAD   -  VAN HORNE (1971)
 NK0068
 NK0068                         *CURRENT SURVEY CONTROL
 NK0068  ___________________________________________________________________
 NK0068* NAD 83(1986)-  42 05 55.     (N)    092 01 45.     (W)     SCALED    
 NK0068* NAVD 88     -       282.122  (meters)     925.60   (feet)  ADJUSTED  
 NK0068  ___________________________________________________________________
 NK0068  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 NK0068  DYNAMIC HT  -         282.030 (meters)     925.29  (feet)  COMP
 NK0068  MODELED GRAV-     980,289.6   (mgal)                       NAVD 88
 NK0068
 NK0068  VERT ORDER  -  FIRST     CLASS II
 NK0068
 NK0068.The horizontal coordinates were scaled from a topographic map and have
 NK0068.an estimated accuracy of +/- 6 seconds.
 NK0068
 NK0068.The orthometric height was determined by differential leveling
 NK0068.and adjusted by the National Geodetic Survey in June 1991..
 NK0068
 NK0068.The geoid height was determined by GEOID03.
 NK0068
 NK0068.The dynamic height is computed by dividing the NAVD 88
 NK0068.geopotential number by the normal gravity value computed on the
 NK0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0068.degrees latitude (g = 980.6199 gals.).
 NK0068
 NK0068.The modeled gravity was interpolated from observed gravity values.
 NK0068
 NK0068;                    North         East    Units  Estimated Accuracy
 NK0068;SPC IA N     - 1,067,550.    1,621,670.      MT  (+/- 180 meters Scaled)
 NK0068
 NK0068                          SUPERSEDED SURVEY CONTROL
 NK0068
 NK0068  NGVD 29 (??/??/92)  282.151  (m)          925.69   (f) ADJ UNCH    1 2
 NK0068
 NK0068.Superseded values are not recommended for survey control.
 NK0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0068.See file dsdata.txt to determine how the superseded data were derived.
 NK0068
 NK0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG802611(NAD 83)
 NK0068_MARKER: DD = SURVEY DISK
 NK0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0068_STAMPING: 6-149
 NK0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0068+STABILITY: SURFACE MOTION
 NK0068
 NK0068  HISTORY     - Date     Condition        Report By
 NK0068  HISTORY     - UNK      MONUMENTED       IAGS
 NK0068  HISTORY     - 1934     GOOD             IAGS
 NK0068
 NK0068                          STATION DESCRIPTION
 NK0068
 NK0068'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0068'4.9 MI S FROM VINTON.
 NK0068'4.9 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE JUNCTION OF
 NK0068'STATE HIGHWAY 101 AT VINTON, BENTON COUNTY, 0.3 MILE NORTH OF
 NK0068'THE SOUTHEAST CORNER OF SEC. 8, T.84 N., R.10 W., OPPOSITE THE
 NK0068'E.A. NARBER FARM, AT PAVEMENT STATION 492+16, 30.7 FEET WEST
 NK0068'OF THE CENTER LINE OF THE HIGHWAY, 68.4 FEET WEST AND SOUTH OF
 NK0068'POLE 880, 63.3 FEET WEST OF THE SOUTH CONCRETE HITCHING POST,
 NK0068'AND 2 FEET EAST OF A FENCE.  A STATE SURVEY STANDARD DISK,
 NK0068'STAMPED 6-149 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0069 ***********************************************************************
 NK0069  DESIGNATION -  6 150
 NK0069  PID         -  NK0069
 NK0069  STATE/COUNTY-  IA/BENTON
 NK0069  USGS QUAD   -  VAN HORNE (1971)
 NK0069
 NK0069                         *CURRENT SURVEY CONTROL
 NK0069  ___________________________________________________________________
 NK0069* NAD 83(1986)-  42 07 19.     (N)    092 01 43.     (W)     SCALED    
 NK0069* NAVD 88     -       256.774  (meters)     842.43   (feet)  ADJUSTED  
 NK0069  ___________________________________________________________________
 NK0069  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 NK0069  DYNAMIC HT  -         256.692 (meters)     842.16  (feet)  COMP
 NK0069  MODELED GRAV-     980,294.0   (mgal)                       NAVD 88
 NK0069
 NK0069  VERT ORDER  -  FIRST     CLASS II
 NK0069
 NK0069.The horizontal coordinates were scaled from a topographic map and have
 NK0069.an estimated accuracy of +/- 6 seconds.
 NK0069
 NK0069.The orthometric height was determined by differential leveling
 NK0069.and adjusted by the National Geodetic Survey in June 1991..
 NK0069
 NK0069.The geoid height was determined by GEOID03.
 NK0069
 NK0069.The dynamic height is computed by dividing the NAVD 88
 NK0069.geopotential number by the normal gravity value computed on the
 NK0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0069.degrees latitude (g = 980.6199 gals.).
 NK0069
 NK0069.The modeled gravity was interpolated from observed gravity values.
 NK0069
 NK0069;                    North         East    Units  Estimated Accuracy
 NK0069;SPC IA N     - 1,070,140.    1,621,670.      MT  (+/- 180 meters Scaled)
 NK0069
 NK0069                          SUPERSEDED SURVEY CONTROL
 NK0069
 NK0069  NGVD 29 (??/??/92)  256.803  (m)          842.53   (f) ADJ UNCH    1 2
 NK0069
 NK0069.Superseded values are not recommended for survey control.
 NK0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0069.See file dsdata.txt to determine how the superseded data were derived.
 NK0069
 NK0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG802637(NAD 83)
 NK0069_MARKER: DD = SURVEY DISK
 NK0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0069+STABILITY: SURFACE MOTION
 NK0069
 NK0069  HISTORY     - Date     Condition        Report By
 NK0069  HISTORY     - UNK      MONUMENTED       IAGS
 NK0069  HISTORY     - 1934     GOOD             IAGS
 NK0069
 NK0069                          STATION DESCRIPTION
 NK0069
 NK0069'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0069'3.3 MI S FROM VINTON.
 NK0069'3.3 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE JUNCTION OF
 NK0069'STATE HIGHWAY 101 AT VINTON, BENTON COUNTY.  THIS BENCH MARK
 NK0069'IS PROBABLY AN IOWA GEODETIC SURVEY STANDARD DISK SET IN THE
 NK0069'TOP OF A CONCRETE POST.  IT IS ABOUT 1.6 MILES NORTH OF BENCH
 NK0069'MARK 6-149, DESCRIBED ABOVE, AND SHOULD BE FOUND ABOUT 1/4 MILE
 NK0069'SOUTH OF THE NORTH LINE OF SEC. 5, T.84 N., R.10 W., AND PROBABLY
 NK0069'CLOSE TO ONE OF THE RIGHT-OF-WAY FENCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0070 ***********************************************************************
 NK0070  DESIGNATION -  6 151
 NK0070  PID         -  NK0070
 NK0070  STATE/COUNTY-  IA/BENTON
 NK0070  USGS QUAD   -  VINTON (1971)
 NK0070
 NK0070                         *CURRENT SURVEY CONTROL
 NK0070  ___________________________________________________________________
 NK0070* NAD 83(1986)-  42 08 02.     (N)    092 01 41.     (W)     SCALED    
 NK0070* NAVD 88     -       245.023  (meters)     803.88   (feet)  ADJUSTED  
 NK0070  ___________________________________________________________________
 NK0070  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 NK0070  DYNAMIC HT  -         244.945 (meters)     803.62  (feet)  COMP
 NK0070  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 NK0070
 NK0070  VERT ORDER  -  FIRST     CLASS II
 NK0070
 NK0070.The horizontal coordinates were scaled from a topographic map and have
 NK0070.an estimated accuracy of +/- 6 seconds.
 NK0070
 NK0070.The orthometric height was determined by differential leveling
 NK0070.and adjusted by the National Geodetic Survey in June 1991..
 NK0070
 NK0070.The geoid height was determined by GEOID03.
 NK0070
 NK0070.The dynamic height is computed by dividing the NAVD 88
 NK0070.geopotential number by the normal gravity value computed on the
 NK0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0070.degrees latitude (g = 980.6199 gals.).
 NK0070
 NK0070.The modeled gravity was interpolated from observed gravity values.
 NK0070
 NK0070;                    North         East    Units  Estimated Accuracy
 NK0070;SPC IA N     - 1,071,470.    1,621,690.      MT  (+/- 180 meters Scaled)
 NK0070
 NK0070                          SUPERSEDED SURVEY CONTROL
 NK0070
 NK0070  NGVD 29 (??/??/92)  245.052  (m)          803.97   (f) ADJ UNCH    1 2
 NK0070
 NK0070.Superseded values are not recommended for survey control.
 NK0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0070.See file dsdata.txt to determine how the superseded data were derived.
 NK0070
 NK0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG803650(NAD 83)
 NK0070_MARKER: DD = SURVEY DISK
 NK0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0070_STAMPING: 6-151
 NK0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0070+STABILITY: SURFACE MOTION
 NK0070
 NK0070  HISTORY     - Date     Condition        Report By
 NK0070  HISTORY     - UNK      MONUMENTED       IAGS
 NK0070  HISTORY     - 1934     GOOD             IAGS
 NK0070
 NK0070                          STATION DESCRIPTION
 NK0070
 NK0070'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0070'2.4 MI S FROM VINTON.
 NK0070'2.4 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE JUNCTION OF STATE
 NK0070'HIGHWAY 101 AT VINTON, BENTON COUNTY, 1/4 MILE SOUTH OF THE
 NK0070'NORTHWEST CORNER OF SEC. 33, T.85 N., R.10 W., AT THE JUNCTION
 NK0070'OF A COUNTY ROAD LEADING WEST, 82.9 FEET SOUTH AND EAST OF A
 NK0070'CORNER POST AT THE NORTHWEST CORNER OF THE JUNCTION, 78 FEET
 NK0070'EAST AND NORTH OF POLE 979, 30.6 FEET EAST OF THE CENTER LINE
 NK0070'OF THE HIGHWAY, AND 2 FEET WEST OF A FENCE.  A STATE SURVEY
 NK0070'STANDARD DISK, STAMPED 6-151 AND SET IN THE TOP OF A CONCRETE
 NK0070'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0071 ***********************************************************************
 NK0071  DESIGNATION -  6 152
 NK0071  PID         -  NK0071
 NK0071  STATE/COUNTY-  IA/BENTON
 NK0071  USGS QUAD   -  VINTON (1971)
 NK0071
 NK0071                         *CURRENT SURVEY CONTROL
 NK0071  ___________________________________________________________________
 NK0071* NAD 83(1986)-  42 09 42.     (N)    092 01 39.     (W)     SCALED    
 NK0071* NAVD 88     -       248.137  (meters)     814.10   (feet)  ADJUSTED  
 NK0071  ___________________________________________________________________
 NK0071  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 NK0071  DYNAMIC HT  -         248.059 (meters)     813.84  (feet)  COMP
 NK0071  MODELED GRAV-     980,301.3   (mgal)                       NAVD 88
 NK0071
 NK0071  VERT ORDER  -  FIRST     CLASS II
 NK0071
 NK0071.The horizontal coordinates were scaled from a topographic map and have
 NK0071.an estimated accuracy of +/- 6 seconds.
 NK0071
 NK0071.The orthometric height was determined by differential leveling
 NK0071.and adjusted by the National Geodetic Survey in June 1991..
 NK0071
 NK0071.The geoid height was determined by GEOID03.
 NK0071
 NK0071.The dynamic height is computed by dividing the NAVD 88
 NK0071.geopotential number by the normal gravity value computed on the
 NK0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0071.degrees latitude (g = 980.6199 gals.).
 NK0071
 NK0071.The modeled gravity was interpolated from observed gravity values.
 NK0071
 NK0071;                    North         East    Units  Estimated Accuracy
 NK0071;SPC IA N     - 1,074,560.    1,621,680.      MT  (+/- 180 meters Scaled)
 NK0071
 NK0071                          SUPERSEDED SURVEY CONTROL
 NK0071
 NK0071  NGVD 29 (??/??/92)  248.166  (m)          814.19   (f) ADJ UNCH    1 2
 NK0071
 NK0071.Superseded values are not recommended for survey control.
 NK0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0071.See file dsdata.txt to determine how the superseded data were derived.
 NK0071
 NK0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG803681(NAD 83)
 NK0071_MARKER: DD = SURVEY DISK
 NK0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0071_STAMPING: 6-152
 NK0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0071+STABILITY: SURFACE MOTION
 NK0071
 NK0071  HISTORY     - Date     Condition        Report By
 NK0071  HISTORY     - UNK      MONUMENTED       IAGS
 NK0071  HISTORY     - 1934     GOOD             IAGS
 NK0071
 NK0071                          STATION DESCRIPTION
 NK0071
 NK0071'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0071'AT VINTON.
 NK0071'AT VINTON, BENTON COUNTY, 0.5 MILE SOUTH ALONG U.S. HIGHWAY
 NK0071'218 FROM THE JUNCTION OF STATE HIGHWAY 101, AT THE SOUTHEAST
 NK0071'CORNER OF THE INTERSECTION OF TENTH STREET WEST AND C AVENUE,
 NK0071'59.2 FEET SOUTHEAST OF A HYDRANT, 19.9 FEET EAST OF THE CENTER
 NK0071'LINE OF U.S. HIGHWAY 218, 52.9 FEET SOUTH OF THE WEST HANDRAIL
 NK0071'AT THE ENTRANCE TO A PEDESTRIAN SUBWAY, 6 FEET NORTH OF THE
 NK0071'NORTH EDGE OF THE EAST-AND-WEST SIDEWALK, AND 9 FEET EAST OF
 NK0071'THE WEST EDGE OF THE NORTH-AND-SOUTH SIDEWALK.  A STATE SURVEY
 NK0071'STANDARD DISK, STAMPED 6-152 AND SET IN THE TOP OF A CONCRETE
 NK0071'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0072 ***********************************************************************
 NK0072  DESIGNATION -  6 153
 NK0072  PID         -  NK0072
 NK0072  STATE/COUNTY-  IA/BENTON
 NK0072  USGS QUAD   -  VINTON (1971)
 NK0072
 NK0072                         *CURRENT SURVEY CONTROL
 NK0072  ___________________________________________________________________
 NK0072* NAD 83(1986)-  42 09 53.     (N)    092 01 41.     (W)     SCALED    
 NK0072* NAVD 88     -       242.736  (meters)     796.38   (feet)  ADJUSTED  
 NK0072  ___________________________________________________________________
 NK0072  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 NK0072  DYNAMIC HT  -         242.660 (meters)     796.13  (feet)  COMP
 NK0072  MODELED GRAV-     980,301.9   (mgal)                       NAVD 88
 NK0072
 NK0072  VERT ORDER  -  FIRST     CLASS II
 NK0072
 NK0072.The horizontal coordinates were scaled from a topographic map and have
 NK0072.an estimated accuracy of +/- 6 seconds.
 NK0072
 NK0072.The orthometric height was determined by differential leveling
 NK0072.and adjusted by the National Geodetic Survey in June 1991..
 NK0072
 NK0072.The geoid height was determined by GEOID03.
 NK0072
 NK0072.The dynamic height is computed by dividing the NAVD 88
 NK0072.geopotential number by the normal gravity value computed on the
 NK0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0072.degrees latitude (g = 980.6199 gals.).
 NK0072
 NK0072.The modeled gravity was interpolated from observed gravity values.
 NK0072
 NK0072;                    North         East    Units  Estimated Accuracy
 NK0072;SPC IA N     - 1,074,890.    1,621,630.      MT  (+/- 180 meters Scaled)
 NK0072
 NK0072                          SUPERSEDED SURVEY CONTROL
 NK0072
 NK0072  NGVD 29 (??/??/92)  242.764  (m)          796.47   (f) ADJ UNCH    1 2
 NK0072
 NK0072.Superseded values are not recommended for survey control.
 NK0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0072.See file dsdata.txt to determine how the superseded data were derived.
 NK0072
 NK0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG802685(NAD 83)
 NK0072_MARKER: DD = SURVEY DISK
 NK0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0072_STAMPING: 6-153
 NK0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0072+STABILITY: SURFACE MOTION
 NK0072
 NK0072  HISTORY     - Date     Condition        Report By
 NK0072  HISTORY     - UNK      MONUMENTED       IAGS
 NK0072  HISTORY     - 1934     GOOD             IAGS
 NK0072
 NK0072                          STATION DESCRIPTION
 NK0072
 NK0072'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0072'AT VINTON.
 NK0072'AT VINTON, BENTON COUNTY, 0.3 MILE SOUTH ALONG U.S. HIGHWAY
 NK0072'218 FROM THE JUNCTION OF STATE HIGHWAY 101, AT THE CROSSING OF
 NK0072'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, 59.6 FEET NORTHWEST
 NK0072'OF A SWITCH STAND, 22.3 FEET NORTH OF THE INSIDE OF THE FLANGE
 NK0072'OF THE NORTH RAIL, 9.6 FEET NORTH OF A CROSSING SIGN, 4.3 FEET
 NK0072'WEST OF THE WEST CURB OF THE HIGHWAY, AND 6.1 FEET EAST OF THE
 NK0072'EAST HANDRAIL OF THE WEST SIDEWALK.  A STATE SURVEY STANDARD
 NK0072'DISK, STAMPED 6-153 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0073 ***********************************************************************
 NK0073  DESIGNATION -  6 154
 NK0073  PID         -  NK0073
 NK0073  STATE/COUNTY-  IA/BENTON
 NK0073  USGS QUAD   -  VINTON (1971)
 NK0073
 NK0073                         *CURRENT SURVEY CONTROL
 NK0073  ___________________________________________________________________
 NK0073* NAD 83(1986)-  42 11 20.     (N)    092 02 53.     (W)     SCALED    
 NK0073* NAVD 88     -       236.940  (meters)     777.36   (feet)  ADJUSTED  
 NK0073  ___________________________________________________________________
 NK0073  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 NK0073  DYNAMIC HT  -         236.866 (meters)     777.12  (feet)  COMP
 NK0073  MODELED GRAV-     980,304.8   (mgal)                       NAVD 88
 NK0073
 NK0073  VERT ORDER  -  FIRST     CLASS II
 NK0073
 NK0073.The horizontal coordinates were scaled from a topographic map and have
 NK0073.an estimated accuracy of +/- 6 seconds.
 NK0073
 NK0073.The orthometric height was determined by differential leveling
 NK0073.and adjusted by the National Geodetic Survey in June 1991..
 NK0073
 NK0073.The geoid height was determined by GEOID03.
 NK0073
 NK0073.The dynamic height is computed by dividing the NAVD 88
 NK0073.geopotential number by the normal gravity value computed on the
 NK0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0073.degrees latitude (g = 980.6199 gals.).
 NK0073
 NK0073.The modeled gravity was interpolated from observed gravity values.
 NK0073
 NK0073;                    North         East    Units  Estimated Accuracy
 NK0073;SPC IA N     - 1,077,550.    1,619,930.      MT  (+/- 180 meters Scaled)
 NK0073
 NK0073                          SUPERSEDED SURVEY CONTROL
 NK0073
 NK0073  NGVD 29 (??/??/92)  236.968  (m)          777.45   (f) ADJ UNCH    1 2
 NK0073
 NK0073.Superseded values are not recommended for survey control.
 NK0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0073.See file dsdata.txt to determine how the superseded data were derived.
 NK0073
 NK0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG786711(NAD 83)
 NK0073_MARKER: DD = SURVEY DISK
 NK0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0073_SP_SET: CULVERT
 NK0073_STAMPING: 6-154
 NK0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0073
 NK0073  HISTORY     - Date     Condition        Report By
 NK0073  HISTORY     - UNK      MONUMENTED       IAGS
 NK0073  HISTORY     - 1934     GOOD             IAGS
 NK0073
 NK0073                          STATION DESCRIPTION
 NK0073
 NK0073'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0073'1.3 MI NW FROM VINTON.
 NK0073'1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 218 FROM THE JUNCTION
 NK0073'OF STATE HIGHWAY 101 AT VINTON, BENTON COUNTY, THENCE 1/2 MILE
 NK0073'NORTH ALONG COUNTY ROAD B, NEAR THE EAST QUARTER CORNER OF
 NK0073'SEC. 7, T.85 N., R.10 W., ABOUT 115 FEET NORTH OF THE NORTH POST
 NK0073'OF A GATE ON THE WEST SIDE OF THE ROAD, AND IN THE TOP OF A
 NK0073'CONCRETE CULVERT.  A STATE SURVEY STANDARD DISK, STAMPED 6-154.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0074 ***********************************************************************
 NK0074  DESIGNATION -  6 155
 NK0074  PID         -  NK0074
 NK0074  STATE/COUNTY-  IA/BENTON
 NK0074  USGS QUAD   -  VINTON (1971)
 NK0074
 NK0074                         *CURRENT SURVEY CONTROL
 NK0074  ___________________________________________________________________
 NK0074* NAD 83(1986)-  42 13 05.     (N)    092 03 58.     (W)     SCALED    
 NK0074* NAVD 88     -       238.267  (meters)     781.71   (feet)  ADJUSTED  
 NK0074  ___________________________________________________________________
 NK0074  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 NK0074  DYNAMIC HT  -         238.193 (meters)     781.47  (feet)  COMP
 NK0074  MODELED GRAV-     980,307.5   (mgal)                       NAVD 88
 NK0074
 NK0074  VERT ORDER  -  FIRST     CLASS II
 NK0074
 NK0074.The horizontal coordinates were scaled from a topographic map and have
 NK0074.an estimated accuracy of +/- 6 seconds.
 NK0074
 NK0074.The orthometric height was determined by differential leveling
 NK0074.and adjusted by the National Geodetic Survey in June 1991..
 NK0074
 NK0074.The geoid height was determined by GEOID03.
 NK0074
 NK0074.The dynamic height is computed by dividing the NAVD 88
 NK0074.geopotential number by the normal gravity value computed on the
 NK0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0074.degrees latitude (g = 980.6199 gals.).
 NK0074
 NK0074.The modeled gravity was interpolated from observed gravity values.
 NK0074
 NK0074;                    North         East    Units  Estimated Accuracy
 NK0074;SPC IA N     - 1,080,760.    1,618,380.      MT  (+/- 180 meters Scaled)
 NK0074
 NK0074                          SUPERSEDED SURVEY CONTROL
 NK0074
 NK0074  NGVD 29 (??/??/92)  238.295  (m)          781.81   (f) ADJ UNCH    1 2
 NK0074
 NK0074.Superseded values are not recommended for survey control.
 NK0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0074.See file dsdata.txt to determine how the superseded data were derived.
 NK0074
 NK0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG770744(NAD 83)
 NK0074_MARKER: DD = SURVEY DISK
 NK0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0074_SP_SET: BRIDGE
 NK0074_STAMPING: 6-155
 NK0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0074
 NK0074  HISTORY     - Date     Condition        Report By
 NK0074  HISTORY     - UNK      MONUMENTED       IAGS
 NK0074  HISTORY     - 1934     GOOD             IAGS
 NK0074
 NK0074                          STATION DESCRIPTION
 NK0074
 NK0074'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0074'1.3 MI NW FROM VINTON.
 NK0074'1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 218 FROM THE JUNCTION
 NK0074'OF STATE HIGHWAY 101 AT VINTON, BENTON COUNTY, THENCE 2.3 MILES
 NK0074'NORTHWEST ALONG COUNTY ROAD B, AND THENCE 1/2 MILE NORTH ALONG
 NK0074'ANOTHER COUNTY ROAD, 0.1 MILE SOUTH OF THE CHICAGO, ROCK ISLAND
 NK0074'AND PACIFIC RAILWAY CROSSING, NEAR THE EAST QUARTER CORNER OF
 NK0074'SEC. 36, T.86 N., R.11 W., AT A DOUBLE SPAN CONCRETE BRIDGE,
 NK0074'AND IN THE TOP OF THE NORTHWEST HEADWALL.  A STATE SURVEY
 NK0074'STANDARD DISK, STAMPED 6-155.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0075 ***********************************************************************
 NK0075  DESIGNATION -  6 156
 NK0075  PID         -  NK0075
 NK0075  STATE/COUNTY-  IA/BENTON
 NK0075  USGS QUAD   -  BRANDON (1971)
 NK0075
 NK0075                         *CURRENT SURVEY CONTROL
 NK0075  ___________________________________________________________________
 NK0075* NAD 83(1986)-  42 15 15.     (N)    092 05 24.     (W)     SCALED    
 NK0075* NAVD 88     -       266.867  (meters)     875.55   (feet)  ADJUSTED  
 NK0075  ___________________________________________________________________
 NK0075  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 NK0075  DYNAMIC HT  -         266.785 (meters)     875.28  (feet)  COMP
 NK0075  MODELED GRAV-     980,309.2   (mgal)                       NAVD 88
 NK0075
 NK0075  VERT ORDER  -  FIRST     CLASS II
 NK0075
 NK0075.The horizontal coordinates were scaled from a topographic map and have
 NK0075.an estimated accuracy of +/- 6 seconds.
 NK0075
 NK0075.The orthometric height was determined by differential leveling
 NK0075.and adjusted by the National Geodetic Survey in June 1991..
 NK0075
 NK0075.The geoid height was determined by GEOID03.
 NK0075
 NK0075.The dynamic height is computed by dividing the NAVD 88
 NK0075.geopotential number by the normal gravity value computed on the
 NK0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0075.degrees latitude (g = 980.6199 gals.).
 NK0075
 NK0075.The modeled gravity was interpolated from observed gravity values.
 NK0075
 NK0075;                    North         East    Units  Estimated Accuracy
 NK0075;SPC IA N     - 1,084,740.    1,616,350.      MT  (+/- 180 meters Scaled)
 NK0075
 NK0075                          SUPERSEDED SURVEY CONTROL
 NK0075
 NK0075  NGVD 29 (??/??/92)  266.894  (m)          875.63   (f) ADJ UNCH    1 2
 NK0075
 NK0075.Superseded values are not recommended for survey control.
 NK0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0075.See file dsdata.txt to determine how the superseded data were derived.
 NK0075
 NK0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG750783(NAD 83)
 NK0075_MARKER: DD = SURVEY DISK
 NK0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0075_SP_SET: WALL
 NK0075_STAMPING: 6-156
 NK0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0075
 NK0075  HISTORY     - Date     Condition        Report By
 NK0075  HISTORY     - UNK      MONUMENTED       IAGS
 NK0075  HISTORY     - 1934     GOOD             IAGS
 NK0075
 NK0075                          STATION DESCRIPTION
 NK0075
 NK0075'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0075'AT MOUNT AUBURN.
 NK0075'AT MOUNT AUBURN, BENTON COUNTY, AT THE HOME LUMBER CO. YARD,
 NK0075'AND IN THE TOP OF THE CONCRETE WALL OF A SCALE PIT.  A STATE
 NK0075'SURVEY STANDARD DISK, STAMPED 6-156.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0076 ***********************************************************************
 NK0076  DESIGNATION -  6 157
 NK0076  PID         -  NK0076
 NK0076  STATE/COUNTY-  IA/BENTON
 NK0076  USGS QUAD   -  BRANDON (1971)
 NK0076
 NK0076                         *CURRENT SURVEY CONTROL
 NK0076  ___________________________________________________________________
 NK0076* NAD 83(1986)-  42 17 05.     (N)    092 07 25.     (W)     SCALED    
 NK0076* NAVD 88     -       249.108  (meters)     817.28   (feet)  ADJUSTED  
 NK0076  ___________________________________________________________________
 NK0076  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 NK0076  DYNAMIC HT  -         249.032 (meters)     817.03  (feet)  COMP
 NK0076  MODELED GRAV-     980,308.5   (mgal)                       NAVD 88
 NK0076
 NK0076  VERT ORDER  -  FIRST     CLASS II
 NK0076
 NK0076.The horizontal coordinates were scaled from a topographic map and have
 NK0076.an estimated accuracy of +/- 6 seconds.
 NK0076
 NK0076.The orthometric height was determined by differential leveling
 NK0076.and adjusted by the National Geodetic Survey in June 1991..
 NK0076
 NK0076.The geoid height was determined by GEOID03.
 NK0076
 NK0076.The dynamic height is computed by dividing the NAVD 88
 NK0076.geopotential number by the normal gravity value computed on the
 NK0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0076.degrees latitude (g = 980.6199 gals.).
 NK0076
 NK0076.The modeled gravity was interpolated from observed gravity values.
 NK0076
 NK0076;                    North         East    Units  Estimated Accuracy
 NK0076;SPC IA N     - 1,088,090.    1,613,520.      MT  (+/- 180 meters Scaled)
 NK0076
 NK0076                          SUPERSEDED SURVEY CONTROL
 NK0076
 NK0076  NGVD 29 (??/??/92)  249.134  (m)          817.37   (f) ADJ UNCH    1 2
 NK0076
 NK0076.Superseded values are not recommended for survey control.
 NK0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0076.See file dsdata.txt to determine how the superseded data were derived.
 NK0076
 NK0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG722817(NAD 83)
 NK0076_MARKER: DD = SURVEY DISK
 NK0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0076_SP_SET: CULVERT
 NK0076_STAMPING: 6-157
 NK0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0076
 NK0076  HISTORY     - Date     Condition        Report By
 NK0076  HISTORY     - UNK      MONUMENTED       IAGS
 NK0076  HISTORY     - 1934     GOOD             IAGS
 NK0076
 NK0076                          STATION DESCRIPTION
 NK0076
 NK0076'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0076'2.8 MI NW FROM MOUNT AUBURN.
 NK0076'2.8 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0076'RAILWAY FROM MOUNT AUBURN, BENTON COUNTY, 1/8 MILE NORTH OF A
 NK0076'SCHOOLHOUSE AT THE SOUTHEAST CORNER OF SEC. 4, T.86 N., R.11 W.,
 NK0076'AT A ROAD CROSSING, ABOUT 200 FEET NORTHWEST OF THE NORTHEAST
 NK0076'FENCE CORNER ABOUT 135 FEET NORTHWEST OF THE SOUTHWEST FENCE
 NK0076'CORNER, AT AN 8-FOOT CONCRETE CULVERT, AND IN THE TOP OF THE
 NK0076'SOUTHWEST CORNER.  A STATE SURVEY STANDARD DISK, STAMPED 6-157.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0064 ***********************************************************************
 NK0064  DESIGNATION -  6 54
 NK0064  PID         -  NK0064
 NK0064  STATE/COUNTY-  IA/BENTON
 NK0064  USGS QUAD   -  VAN HORNE (1971)
 NK0064
 NK0064                         *CURRENT SURVEY CONTROL
 NK0064  ___________________________________________________________________
 NK0064* NAD 83(1986)-  42 02 09.     (N)    092 01 02.     (W)     SCALED    
 NK0064* NAVD 88     -       279.264  (meters)     916.22   (feet)  ADJUSTED  
 NK0064  ___________________________________________________________________
 NK0064  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 NK0064  DYNAMIC HT  -         279.170 (meters)     915.91  (feet)  COMP
 NK0064  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 NK0064
 NK0064  VERT ORDER  -  FIRST     CLASS II
 NK0064
 NK0064.The horizontal coordinates were scaled from a topographic map and have
 NK0064.an estimated accuracy of +/- 6 seconds.
 NK0064
 NK0064.The orthometric height was determined by differential leveling
 NK0064.and adjusted by the National Geodetic Survey in June 1991..
 NK0064
 NK0064.The geoid height was determined by GEOID03.
 NK0064
 NK0064.The dynamic height is computed by dividing the NAVD 88
 NK0064.geopotential number by the normal gravity value computed on the
 NK0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0064.degrees latitude (g = 980.6199 gals.).
 NK0064
 NK0064.The modeled gravity was interpolated from observed gravity values.
 NK0064
 NK0064;                    North         East    Units  Estimated Accuracy
 NK0064;SPC IA N     - 1,060,600.    1,622,780.      MT  (+/- 180 meters Scaled)
 NK0064
 NK0064                          SUPERSEDED SURVEY CONTROL
 NK0064
 NK0064  NGVD 29 (??/??/92)  279.293  (m)          916.31   (f) ADJ UNCH    1 2
 NK0064
 NK0064.Superseded values are not recommended for survey control.
 NK0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0064.See file dsdata.txt to determine how the superseded data were derived.
 NK0064
 NK0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG813542(NAD 83)
 NK0064_MARKER: DD = SURVEY DISK
 NK0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0064_STAMPING: 6-54
 NK0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0064+STABILITY: SURFACE MOTION
 NK0064
 NK0064  HISTORY     - Date     Condition        Report By
 NK0064  HISTORY     - UNK      MONUMENTED       IAGS
 NK0064  HISTORY     - 1934     GOOD             IAGS
 NK0064
 NK0064                          STATION DESCRIPTION
 NK0064
 NK0064'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0064'3 MI N FROM NEWHALL.
 NK0064'3 MILES NORTH ALONG COUNTY ROAD N FROM THE INTERSECTION OF
 NK0064'COUNTY ROAD A AT NEWHALL, BENTON COUNTY, THENCE 2-1/2 MILES
 NK0064'WEST ALONG A COUNTY ROAD 0.6 MILE EAST OF U.S. HIGHWAY 218, IN
 NK0064'SEC. 4, T.83 N., R.10 W., AT THE TOP OF THE ONLY HILL IN A MILE,
 NK0064'174 FEET WEST OF THE CENTER LINE OF THE DRIVE TO A HOUSE SOUTH OF
 NK0064'THE ROAD, ABOUT 165 FEET EAST OF A FENCE LEADING SOUTH AT THE
 NK0064'WEST END OF A WILLOW GROVE, ON THE TOP OF THE SOUTH BANK, AND
 NK0064'1.4 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  A STATE SURVEY
 NK0064'STANDARD DISK, STAMPED 6-54 AND SET IN THE TOP OF A CONCRETE
 NK0064'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0063 ***********************************************************************
 NK0063  DESIGNATION -  6 55
 NK0063  PID         -  NK0063
 NK0063  STATE/COUNTY-  IA/BENTON
 NK0063  USGS QUAD   -  VAN HORNE (1971)
 NK0063
 NK0063                         *CURRENT SURVEY CONTROL
 NK0063  ___________________________________________________________________
 NK0063* NAD 83(1986)-  42 02 10.     (N)    092 00 22.     (W)     SCALED    
 NK0063* NAVD 88     -       269.905  (meters)     885.51   (feet)  ADJUSTED  
 NK0063  ___________________________________________________________________
 NK0063  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 NK0063  DYNAMIC HT  -         269.814 (meters)     885.21  (feet)  COMP
 NK0063  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 NK0063
 NK0063  VERT ORDER  -  FIRST     CLASS II
 NK0063
 NK0063.The horizontal coordinates were scaled from a topographic map and have
 NK0063.an estimated accuracy of +/- 6 seconds.
 NK0063
 NK0063.The orthometric height was determined by differential leveling
 NK0063.and adjusted by the National Geodetic Survey in June 1991..
 NK0063
 NK0063.The geoid height was determined by GEOID03.
 NK0063
 NK0063.The dynamic height is computed by dividing the NAVD 88
 NK0063.geopotential number by the normal gravity value computed on the
 NK0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0063.degrees latitude (g = 980.6199 gals.).
 NK0063
 NK0063.The modeled gravity was interpolated from observed gravity values.
 NK0063
 NK0063;                    North         East    Units  Estimated Accuracy
 NK0063;SPC IA N     - 1,060,640.    1,623,690.      MT  (+/- 180 meters Scaled)
 NK0063
 NK0063                          SUPERSEDED SURVEY CONTROL
 NK0063
 NK0063  NGVD 29 (??/??/92)  269.934  (m)          885.61   (f) ADJ UNCH    1 2
 NK0063
 NK0063.Superseded values are not recommended for survey control.
 NK0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0063.See file dsdata.txt to determine how the superseded data were derived.
 NK0063
 NK0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG822542(NAD 83)
 NK0063_MARKER: DD = SURVEY DISK
 NK0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0063_STAMPING: 6-55
 NK0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0063+STABILITY: SURFACE MOTION
 NK0063
 NK0063  HISTORY     - Date     Condition        Report By
 NK0063  HISTORY     - UNK      MONUMENTED       IAGS
 NK0063  HISTORY     - 1934     GOOD             IAGS
 NK0063
 NK0063                          STATION DESCRIPTION
 NK0063
 NK0063'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0063'3 MI N FROM NEWHALL.
 NK0063'3 MILES NORTH ALONG COUNTY ROAD N FROM THE INTERSECTION OF
 NK0063'COUNTY ROAD A AT NEWHALL, BENTON COUNTY, THENCE 1-3/4 MILES
 NK0063'WEST ALONG A COUNTY ROAD, 1-1/4 MILES EAST OF U.S. HIGHWAY 218,
 NK0063'IN SEC. 34, T.84 N., R.10 W., 90 FEET EAST OF THE EAST END
 NK0063'OF A 16-FOOT PLANK BRIDGE, ON THE NORTH SIDE OF THE ROAD, 6.1
 NK0063'FEET EAST OF THE LINE OF A FENCE LEADING NORTH, AND 2.8 FEET
 NK0063'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD
 NK0063'DISK, STAMPED 6-55 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0586 ***********************************************************************
 NJ0586  DESIGNATION -  6 58
 NJ0586  PID         -  NJ0586
 NJ0586  STATE/COUNTY-  IA/BENTON
 NJ0586  USGS QUAD   -  CENTER POINT SW (1968)
 NJ0586
 NJ0586                         *CURRENT SURVEY CONTROL
 NJ0586  ___________________________________________________________________
 NJ0586* NAD 83(1986)-  42 01 57.     (N)    091 58 14.     (W)     SCALED    
 NJ0586* NAVD 88     -       280.120  (meters)     919.03   (feet)  ADJUSTED  
 NJ0586  ___________________________________________________________________
 NJ0586  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NJ0586  DYNAMIC HT  -         280.025 (meters)     918.72  (feet)  COMP
 NJ0586  MODELED GRAV-     980,276.3   (mgal)                       NAVD 88
 NJ0586
 NJ0586  VERT ORDER  -  FIRST     CLASS II
 NJ0586
 NJ0586.The horizontal coordinates were scaled from a topographic map and have
 NJ0586.an estimated accuracy of +/- 6 seconds.
 NJ0586
 NJ0586.The orthometric height was determined by differential leveling
 NJ0586.and adjusted by the National Geodetic Survey in June 1991..
 NJ0586
 NJ0586.The geoid height was determined by GEOID03.
 NJ0586
 NJ0586.The dynamic height is computed by dividing the NAVD 88
 NJ0586.geopotential number by the normal gravity value computed on the
 NJ0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0586.degrees latitude (g = 980.6199 gals.).
 NJ0586
 NJ0586.The modeled gravity was interpolated from observed gravity values.
 NJ0586
 NJ0586;                    North         East    Units  Estimated Accuracy
 NJ0586;SPC IA N     - 1,060,290.    1,626,650.      MT  (+/- 180 meters Scaled)
 NJ0586
 NJ0586                          SUPERSEDED SURVEY CONTROL
 NJ0586
 NJ0586  NGVD 29 (??/??/92)  280.148  (m)          919.12   (f) ADJ UNCH    1 2
 NJ0586
 NJ0586.Superseded values are not recommended for survey control.
 NJ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0586.See file dsdata.txt to determine how the superseded data were derived.
 NJ0586
 NJ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG852538(NAD 83)
 NJ0586_MARKER: DD = SURVEY DISK
 NJ0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0586_STAMPING: 6-58
 NJ0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0586+STABILITY: SURFACE MOTION
 NJ0586
 NJ0586  HISTORY     - Date     Condition        Report By
 NJ0586  HISTORY     - UNK      MONUMENTED       IOWAGS
 NJ0586  HISTORY     - 1934     GOOD             IAGS
 NJ0586
 NJ0586                          STATION DESCRIPTION
 NJ0586
 NJ0586'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NJ0586'2.8 MI N FROM NEWHALL.
 NJ0586'2-3/4 MILES NORTH ALONG COUNTY ROAD N. FROM THE INTERSECTION OF
 NJ0586'COUNTY ROAD A AT NEWHALL, BENTON COUNTY, 1/4 MILE SOUTH OF THE
 NJ0586'NORTH LINE OF SEC. 1, T. 83 N., R. 10 W., 117 FEET NORTH OF A FENCE
 NJ0586'ON THE QUARTER-SECTION LINE, AT THE TOP OF THE FIRST HILL, ON
 NJ0586'THE NORTH SIDE OF A FIELD ENTRANCE, ON THE EAST SIDE OF THE ROAD,
 NJ0586'AND 7.3 FEET WEST OF THE EAST RIGHT OF WAY FENCE.  A STATE SURVEY
 NJ0586'STANDARD DISK, STAMPED 6-58 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0585 ***********************************************************************
 NJ0585  DESIGNATION -  6 59
 NJ0585  PID         -  NJ0585
 NJ0585  STATE/COUNTY-  IA/BENTON
 NJ0585  USGS QUAD   -  CENTER POINT SW (1968)
 NJ0585
 NJ0585                         *CURRENT SURVEY CONTROL
 NJ0585  ___________________________________________________________________
 NJ0585* NAD 83(1986)-  42 01 32.     (N)    091 58 14.     (W)     SCALED    
 NJ0585* NAVD 88     -       285.002  (meters)     935.04   (feet)  ADJUSTED  
 NJ0585  ___________________________________________________________________
 NJ0585  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 NJ0585  DYNAMIC HT  -         284.905 (meters)     934.73  (feet)  COMP
 NJ0585  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 NJ0585
 NJ0585  VERT ORDER  -  FIRST     CLASS II
 NJ0585
 NJ0585.The horizontal coordinates were scaled from a topographic map and have
 NJ0585.an estimated accuracy of +/- 6 seconds.
 NJ0585
 NJ0585.The orthometric height was determined by differential leveling
 NJ0585.and adjusted by the National Geodetic Survey in June 1991..
 NJ0585
 NJ0585.The geoid height was determined by GEOID03.
 NJ0585
 NJ0585.The dynamic height is computed by dividing the NAVD 88
 NJ0585.geopotential number by the normal gravity value computed on the
 NJ0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0585.degrees latitude (g = 980.6199 gals.).
 NJ0585
 NJ0585.The modeled gravity was interpolated from observed gravity values.
 NJ0585
 NJ0585;                    North         East    Units  Estimated Accuracy
 NJ0585;SPC IA N     - 1,059,520.    1,626,660.      MT  (+/- 180 meters Scaled)
 NJ0585
 NJ0585                          SUPERSEDED SURVEY CONTROL
 NJ0585
 NJ0585  NGVD 29 (??/??/92)  285.030  (m)          935.14   (f) ADJ UNCH    1 2
 NJ0585
 NJ0585.Superseded values are not recommended for survey control.
 NJ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0585.See file dsdata.txt to determine how the superseded data were derived.
 NJ0585
 NJ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG852531(NAD 83)
 NJ0585_MARKER: DB = BENCH MARK DISK
 NJ0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0585_STAMPING: 6-59
 NJ0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0585+STABILITY: SURFACE MOTION
 NJ0585
 NJ0585  HISTORY     - Date     Condition        Report By
 NJ0585  HISTORY     - UNK      MONUMENTED       IOWAGS
 NJ0585  HISTORY     - 1934     GOOD             IAGS
 NJ0585  HISTORY     - 1966     MARK NOT FOUND   USGS
 NJ0585
 NJ0585                          STATION DESCRIPTION
 NJ0585
 NJ0585'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NJ0585'2.4 MI N FROM NEWHALL.
 NJ0585'2.4 MILES NORTH ALONG COUNTY ROAD N FROM THE INTERSECTION OF
 NJ0585'COUNTY ROAD A AT NEWHALL, BENTON COUNTY, 0.35 MILE NORTH OF THE
 NJ0585'SOUTH LINE OF SEC. 1, T. 83 N., R. 10 W., AT THE TOP OF THE LAST
 NJ0585'HILL IN A MILE, ON THE EAST SIDE OF THE ROAD, 8.7 FEET SOUTH OF
 NJ0585'THE LINE OF A FENCE LEADING EAST, IN LINE WITH A ROW OF HEDGE
 NJ0585'TREES, AND 8.1 FEET WEST OF THE EAST RIGHT OF WAY FENCE.  A STATE
 NJ0585'SURVEY STANDARD DISK, STAMPED 6-59 AND SET IN THE TOP OF A CONCRETE
 NJ0585'POST.
 NJ0585
 NJ0585                          STATION RECOVERY (1966)
 NJ0585
 NJ0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NJ0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0592 ***********************************************************************
 MG0592  DESIGNATION -  6 75
 MG0592  PID         -  MG0592
 MG0592  STATE/COUNTY-  IA/BENTON
 MG0592  USGS QUAD   -  NEWHALL (1968)
 MG0592
 MG0592                         *CURRENT SURVEY CONTROL
 MG0592  ___________________________________________________________________
 MG0592* NAD 83(1986)-  41 59 32.     (N)    091 57 15.     (W)     SCALED    
 MG0592* NAVD 88     -       274.261  (meters)     899.80   (feet)  ADJUSTED  
 MG0592  ___________________________________________________________________
 MG0592  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 MG0592  DYNAMIC HT  -         274.167 (meters)     899.50  (feet)  COMP
 MG0592  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 MG0592
 MG0592  VERT ORDER  -  FIRST     CLASS II
 MG0592
 MG0592.The horizontal coordinates were scaled from a topographic map and have
 MG0592.an estimated accuracy of +/- 6 seconds.
 MG0592
 MG0592.The orthometric height was determined by differential leveling
 MG0592.and adjusted by the National Geodetic Survey in June 1991..
 MG0592
 MG0592.The geoid height was determined by GEOID03.
 MG0592
 MG0592.The dynamic height is computed by dividing the NAVD 88
 MG0592.geopotential number by the normal gravity value computed on the
 MG0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0592.degrees latitude (g = 980.6199 gals.).
 MG0592
 MG0592.The modeled gravity was interpolated from observed gravity values.
 MG0592
 MG0592;                    North         East    Units  Estimated Accuracy
 MG0592;SPC IA N     - 1,055,850.    1,628,080.      MT  (+/- 180 meters Scaled)
 MG0592
 MG0592                          SUPERSEDED SURVEY CONTROL
 MG0592
 MG0592  NGVD 29 (??/??/92)  274.290  (m)          899.90   (f) ADJ UNCH    1 2
 MG0592
 MG0592.Superseded values are not recommended for survey control.
 MG0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0592.See file dsdata.txt to determine how the superseded data were derived.
 MG0592
 MG0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG866494(NAD 83)
 MG0592_MARKER: DD = SURVEY DISK
 MG0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0592_STAMPING: 6-75
 MG0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0592+STABILITY: SURFACE MOTION
 MG0592
 MG0592  HISTORY     - Date     Condition        Report By
 MG0592  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0592
 MG0592                          STATION DESCRIPTION
 MG0592
 MG0592'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0592'1 MI E FROM NEWHALL.
 MG0592'1 MILE EAST ALONG COUNTY ROAD A FROM THE JUNCTION OF STATE
 MG0592'HIGHWAY 280 AT NEWHALL, BENTON COUNTY, NEAR THE NORTHWEST
 MG0592'CORNER OF SEC. 19, T.83 N., R.9 W., 78 FEET EAST OF A ROAD
 MG0592'INTERSECTION, 45 FEET EAST OF A FENCE CORNER, ON THE SOUTH SIDE
 MG0592'OF THE ROAD, AT THE FOOT OF THE BACK SLOPE, AND 5.7 FEET NORTH
 MG0592'OF THE SOUTH RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK,
 MG0592'STAMPED 6-75 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0591 ***********************************************************************
 MG0591  DESIGNATION -  6 76
 MG0591  PID         -  MG0591
 MG0591  STATE/COUNTY-  IA/BENTON
 MG0591  USGS QUAD   -  NEWHALL (1968)
 MG0591
 MG0591                         *CURRENT SURVEY CONTROL
 MG0591  ___________________________________________________________________
 MG0591* NAD 83(1986)-  41 59 32.     (N)    091 56 30.     (W)     SCALED    
 MG0591* NAVD 88     -       276.329  (meters)     906.59   (feet)  ADJUSTED  
 MG0591  ___________________________________________________________________
 MG0591  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 MG0591  DYNAMIC HT  -         276.235 (meters)     906.28  (feet)  COMP
 MG0591  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 MG0591
 MG0591  VERT ORDER  -  FIRST     CLASS II
 MG0591
 MG0591.The horizontal coordinates were scaled from a topographic map and have
 MG0591.an estimated accuracy of +/- 6 seconds.
 MG0591
 MG0591.The orthometric height was determined by differential leveling
 MG0591.and adjusted by the National Geodetic Survey in June 1991..
 MG0591
 MG0591.The geoid height was determined by GEOID03.
 MG0591
 MG0591.The dynamic height is computed by dividing the NAVD 88
 MG0591.geopotential number by the normal gravity value computed on the
 MG0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0591.degrees latitude (g = 980.6199 gals.).
 MG0591
 MG0591.The modeled gravity was interpolated from observed gravity values.
 MG0591
 MG0591;                    North         East    Units  Estimated Accuracy
 MG0591;SPC IA N     - 1,055,870.    1,629,120.      MT  (+/- 180 meters Scaled)
 MG0591
 MG0591                          SUPERSEDED SURVEY CONTROL
 MG0591
 MG0591  NGVD 29 (??/??/92)  276.358  (m)          906.68   (f) ADJ UNCH    1 2
 MG0591
 MG0591.Superseded values are not recommended for survey control.
 MG0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0591.See file dsdata.txt to determine how the superseded data were derived.
 MG0591
 MG0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG876494(NAD 83)
 MG0591_MARKER: DD = SURVEY DISK
 MG0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0591_STAMPING: 6-76
 MG0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0591+STABILITY: SURFACE MOTION
 MG0591
 MG0591  HISTORY     - Date     Condition        Report By
 MG0591  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0591
 MG0591                          STATION DESCRIPTION
 MG0591
 MG0591'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0591'1.6 MI E FROM NEWHALL.
 MG0591'1.6 MILES EAST ALONG COUNTY ROAD A FROM THE JUNCTION OF STATE
 MG0591'HIGHWAY 280 AT NEWHALL, BENTON COUNTY, IN SEC. 19, T.83 N.,
 MG0591'R.9 W., 219 FEET EAST OF THE CENTER OF A FIELD ENTRANCE SOUTH
 MG0591'OF THE ROAD, 68 FEET WEST OF THE POLE NEAREST THE TOP OF THE
 MG0591'HILL, ON THE SOUTH SIDE OF THE ROAD, AT THE FOOT OF THE BACK
 MG0591'SLOPE, AND 9 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  A
 MG0591'STATE SURVEY STANDARD DISK, STAMPED 6-76 AND SET IN THE TOP OF
 MG0591'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0590 ***********************************************************************
 MG0590  DESIGNATION -  6 77
 MG0590  PID         -  MG0590
 MG0590  STATE/COUNTY-  IA/BENTON
 MG0590  USGS QUAD   -  NEWHALL (1968)
 MG0590
 MG0590                         *CURRENT SURVEY CONTROL
 MG0590  ___________________________________________________________________
 MG0590* NAD 83(1986)-  41 59 31.     (N)    091 54 26.     (W)     SCALED    
 MG0590* NAVD 88     -       258.543  (meters)     848.24   (feet)  ADJUSTED  
 MG0590  ___________________________________________________________________
 MG0590  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 MG0590  DYNAMIC HT  -         258.454 (meters)     847.94  (feet)  COMP
 MG0590  MODELED GRAV-     980,271.5   (mgal)                       NAVD 88
 MG0590
 MG0590  VERT ORDER  -  FIRST     CLASS II
 MG0590
 MG0590.The horizontal coordinates were scaled from a topographic map and have
 MG0590.an estimated accuracy of +/- 6 seconds.
 MG0590
 MG0590.The orthometric height was determined by differential leveling
 MG0590.and adjusted by the National Geodetic Survey in June 1991..
 MG0590
 MG0590.The geoid height was determined by GEOID03.
 MG0590
 MG0590.The dynamic height is computed by dividing the NAVD 88
 MG0590.geopotential number by the normal gravity value computed on the
 MG0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0590.degrees latitude (g = 980.6199 gals.).
 MG0590
 MG0590.The modeled gravity was interpolated from observed gravity values.
 MG0590
 MG0590;                    North         East    Units  Estimated Accuracy
 MG0590;SPC IA N     - 1,055,890.    1,631,970.      MT  (+/- 180 meters Scaled)
 MG0590
 MG0590                          SUPERSEDED SURVEY CONTROL
 MG0590
 MG0590  NGVD 29 (??/??/92)  258.571  (m)          848.33   (f) ADJ UNCH    1 2
 MG0590
 MG0590.Superseded values are not recommended for survey control.
 MG0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0590.See file dsdata.txt to determine how the superseded data were derived.
 MG0590
 MG0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG905494(NAD 83)
 MG0590_MARKER: DD = SURVEY DISK
 MG0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0590_STAMPING: 6-77
 MG0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0590+STABILITY: SURFACE MOTION
 MG0590
 MG0590  HISTORY     - Date     Condition        Report By
 MG0590  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0590
 MG0590                          STATION DESCRIPTION
 MG0590
 MG0590'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0590'3.4 MI E FROM NEWHALL.
 MG0590'3.4 MILES EAST ALONG COUNTY ROAD A FROM THE JUNCTION OF STATE
 MG0590'HIGHWAY 280 AT NEWHALL, BENTON COUNTY, 0.4 MILE EAST OF THE
 MG0590'WEST LINE OF SEC. 21, T.83 N., R.9 W., 100 FEET WEST OF A GROVE
 MG0590'SOUTH OF THE ROAD, 8.7 FEET EAST OF THE LINE OF THE WEST FENCE
 MG0590'OF A GARDEN SOUTH OF THE ROAD, AT THE FOOT OF THE SOUTH SLOPE,
 MG0590'AND 7 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  A STATE
 MG0590'SURVEY STANDARD DISK, STAMPED 6-77 AND SET IN THE TOP OF A
 MG0590'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0589 ***********************************************************************
 MG0589  DESIGNATION -  6 79
 MG0589  PID         -  MG0589
 MG0589  STATE/COUNTY-  IA/BENTON
 MG0589  USGS QUAD   -  FAIRFAX (1993)
 MG0589
 MG0589                         *CURRENT SURVEY CONTROL
 MG0589  ___________________________________________________________________
 MG0589* NAD 83(1986)-  41 59 32.     (N)    091 52 25.     (W)     SCALED    
 MG0589* NAVD 88     -       266.386  (meters)     873.97   (feet)  ADJUSTED  
 MG0589  ___________________________________________________________________
 MG0589  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 MG0589  DYNAMIC HT  -         266.294 (meters)     873.67  (feet)  COMP
 MG0589  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 MG0589
 MG0589  VERT ORDER  -  FIRST     CLASS II
 MG0589
 MG0589.The horizontal coordinates were scaled from a topographic map and have
 MG0589.an estimated accuracy of +/- 6 seconds.
 MG0589
 MG0589.The orthometric height was determined by differential leveling
 MG0589.and adjusted by the National Geodetic Survey in June 1991..
 MG0589
 MG0589.The geoid height was determined by GEOID03.
 MG0589
 MG0589.The dynamic height is computed by dividing the NAVD 88
 MG0589.geopotential number by the normal gravity value computed on the
 MG0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0589.degrees latitude (g = 980.6199 gals.).
 MG0589
 MG0589.The modeled gravity was interpolated from observed gravity values.
 MG0589
 MG0589;                    North         East    Units  Estimated Accuracy
 MG0589;SPC IA N     - 1,055,970.    1,634,760.      MT  (+/- 180 meters Scaled)
 MG0589
 MG0589                          SUPERSEDED SURVEY CONTROL
 MG0589
 MG0589  NGVD 29 (??/??/92)  266.415  (m)          874.06   (f) ADJ UNCH    1 2
 MG0589
 MG0589.Superseded values are not recommended for survey control.
 MG0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0589.See file dsdata.txt to determine how the superseded data were derived.
 MG0589
 MG0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG932495(NAD 83)
 MG0589_MARKER: DD = SURVEY DISK
 MG0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0589_STAMPING: 6-79
 MG0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0589+STABILITY: SURFACE MOTION
 MG0589
 MG0589  HISTORY     - Date     Condition        Report By
 MG0589  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0589  HISTORY     - 1966     MARK NOT FOUND   USGS
 MG0589
 MG0589                          STATION DESCRIPTION
 MG0589
 MG0589'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0589'0.5 MI W FROM ATKINS.
 MG0589'1/2 MILE WEST ALONG COUNTY ROAD A FROM THE JUNCTION OF STATE
 MG0589'HIGHWAY 279 AT ATKINS, BENTON COUNTY, IN SEC. 23, T.83 N., R.9 W.,
 MG0589'433 FEET EAST OF A CORNER POST AT THE NORTHWEST CORNER OF THE
 MG0589'SECTION, ON THE BANK ON THE SOUTH SIDE OF THE ROAD, AND 4 FEET
 MG0589'FROM THE SOUTH FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 MG0589'6-79 AND SET IN THE TOP OF A CONCRETE POST.
 MG0589
 MG0589                          STATION RECOVERY (1966)
 MG0589
 MG0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MG0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0588 ***********************************************************************
 MG0588  DESIGNATION -  6 81
 MG0588  PID         -  MG0588
 MG0588  STATE/COUNTY-  IA/BENTON
 MG0588  USGS QUAD   -  FAIRFAX (1993)
 MG0588
 MG0588                         *CURRENT SURVEY CONTROL
 MG0588  ___________________________________________________________________
 MG0588* NAD 83(1986)-  41 59 32.     (N)    091 52 00.     (W)     SCALED    
 MG0588* NAVD 88     -       264.693  (meters)     868.41   (feet)  ADJUSTED  
 MG0588  ___________________________________________________________________
 MG0588  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 MG0588  DYNAMIC HT  -         264.602 (meters)     868.12  (feet)  COMP
 MG0588  MODELED GRAV-     980,268.4   (mgal)                       NAVD 88
 MG0588
 MG0588  VERT ORDER  -  FIRST     CLASS II
 MG0588
 MG0588.The horizontal coordinates were scaled from a topographic map and have
 MG0588.an estimated accuracy of +/- 6 seconds.
 MG0588
 MG0588.The orthometric height was determined by differential leveling
 MG0588.and adjusted by the National Geodetic Survey in June 1991..
 MG0588
 MG0588.The geoid height was determined by GEOID03.
 MG0588
 MG0588.The dynamic height is computed by dividing the NAVD 88
 MG0588.geopotential number by the normal gravity value computed on the
 MG0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0588.degrees latitude (g = 980.6199 gals.).
 MG0588
 MG0588.The modeled gravity was interpolated from observed gravity values.
 MG0588
 MG0588;                    North         East    Units  Estimated Accuracy
 MG0588;SPC IA N     - 1,055,980.    1,635,330.      MT  (+/- 180 meters Scaled)
 MG0588
 MG0588                          SUPERSEDED SURVEY CONTROL
 MG0588
 MG0588  NGVD 29 (??/??/92)  264.721  (m)          868.51   (f) ADJ UNCH    1 2
 MG0588
 MG0588.Superseded values are not recommended for survey control.
 MG0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0588.See file dsdata.txt to determine how the superseded data were derived.
 MG0588
 MG0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG938495(NAD 83)
 MG0588_MARKER: DD = SURVEY DISK
 MG0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0588_STAMPING: 6-81
 MG0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0588+STABILITY: SURFACE MOTION
 MG0588
 MG0588  HISTORY     - Date     Condition        Report By
 MG0588  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0588  HISTORY     - 1954     MARK NOT FOUND   NGS
 MG0588
 MG0588                          STATION DESCRIPTION
 MG0588
 MG0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MG0588'AT ATKINS.
 MG0588'AT THE SOUTH CORPORATION LINE OF ATKINS, BENTON COUNTY, ON THE
 MG0588'SOUTH SIDE OF STATE HIGHWAY 279, IN SEC. 23, T.83 N., R.9 W., IN
 MG0588'FRONT OF A FARMYARD, 105 FEET FROM THE EAST CEMENT-BLOCK MONUMENT
 MG0588'AT THE SOUTH END OF SECOND STREET, AND 4 FEET NORTH OF THE SOUTH
 MG0588'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 6-81 AND SET IN
 MG0588'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0587 ***********************************************************************
 MG0587  DESIGNATION -  6 83
 MG0587  PID         -  MG0587
 MG0587  STATE/COUNTY-  IA/BENTON
 MG0587  USGS QUAD   -  FAIRFAX (1993)
 MG0587
 MG0587                         *CURRENT SURVEY CONTROL
 MG0587  ___________________________________________________________________
 MG0587* NAD 83(1986)-  41 59 07.     (N)    091 51 14.     (W)     SCALED    
 MG0587* NAVD 88     -       275.779  (meters)     904.78   (feet)  ADJUSTED  
 MG0587  ___________________________________________________________________
 MG0587  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 MG0587  DYNAMIC HT  -         275.683 (meters)     904.47  (feet)  COMP
 MG0587  MODELED GRAV-     980,266.3   (mgal)                       NAVD 88
 MG0587
 MG0587  VERT ORDER  -  FIRST     CLASS II
 MG0587
 MG0587.The horizontal coordinates were scaled from a topographic map and have
 MG0587.an estimated accuracy of +/- 6 seconds.
 MG0587
 MG0587.The orthometric height was determined by differential leveling
 MG0587.and adjusted by the National Geodetic Survey in June 1991..
 MG0587
 MG0587.The geoid height was determined by GEOID03.
 MG0587
 MG0587.The dynamic height is computed by dividing the NAVD 88
 MG0587.geopotential number by the normal gravity value computed on the
 MG0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0587.degrees latitude (g = 980.6199 gals.).
 MG0587
 MG0587.The modeled gravity was interpolated from observed gravity values.
 MG0587
 MG0587;                    North         East    Units  Estimated Accuracy
 MG0587;SPC IA N     - 1,055,230.    1,636,410.      MT  (+/- 180 meters Scaled)
 MG0587
 MG0587                          SUPERSEDED SURVEY CONTROL
 MG0587
 MG0587  NGVD 29 (??/??/92)  275.808  (m)          904.88   (f) ADJ UNCH    1 2
 MG0587
 MG0587.Superseded values are not recommended for survey control.
 MG0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0587.See file dsdata.txt to determine how the superseded data were derived.
 MG0587
 MG0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG949487(NAD 83)
 MG0587_MARKER: DD = SURVEY DISK
 MG0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0587_STAMPING: 6-83
 MG0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0587+STABILITY: SURFACE MOTION
 MG0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0587+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2004
 MG0587
 MG0587  HISTORY     - Date     Condition        Report By
 MG0587  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0587  HISTORY     - 1970     GOOD             NGS
 MG0587  HISTORY     - 20041204 GOOD             GEOCAC
 MG0587
 MG0587                          STATION DESCRIPTION
 MG0587
 MG0587'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0587'0.5 MI S FROM ATKINS.
 MG0587'1/2 MILE SOUTH ALONG STATE HIGHWAY 279 FROM ATKINS, BENTON
 MG0587'COUNTY, IN SEC. 23, T.83 N., R.9 W., 255 FEET SOUTH OF THE
 MG0587'HALF-SECTION-LINE FENCE LEADING WEST, AT THE TOE OF THE WEST
 MG0587'SLOPE, AND 11 FEET FROM THE WEST FENCE.  A STATE SURVEY STANDARD
 MG0587'DISK, STAMPED 6-83 AND SET IN THE TOP OF A CONCRETE POST.
 MG0587
 MG0587                          STATION RECOVERY (1970)
 MG0587
 MG0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MG0587'RECOVERED IN GOOD CONDITION.
 MG0587
 MG0587                          STATION RECOVERY (2004)
 MG0587
 MG0587'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 MG0587'FOUND ABOUT 145 FEET SOUTH OF CENTER OF DRIVEWAY AT 7155 33RD AVE,
 MG0587'ABOUT 42 FEET NORTH NORTHEAST OF A POWER POLE, ABOUT 32 FEET NORTH
 MG0587'NORTHEAST OF THE NORTHERNMOST POST OF A FENCE, 22.3 FEET WEST OF THE
 MG0587'CENTER OF THE PAVEMENT, 1 FOOT EAST OF AN ORANGE WITNESS POST, 1 FOOT
 MG0587'ABOVE LOWEST POINT IN DITCH, AND PROJECTING 4 INCHES ON LOW SIDE.
 MG0587'HANDHELD COORDINATES N41 59.090 W091 51.224, SKY VISIBILITY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0586 ***********************************************************************
 MG0586  DESIGNATION -  6 84
 MG0586  PID         -  MG0586
 MG0586  STATE/COUNTY-  IA/BENTON
 MG0586  USGS QUAD   -  FAIRFAX (1993)
 MG0586
 MG0586                         *CURRENT SURVEY CONTROL
 MG0586  ___________________________________________________________________
 MG0586* NAD 83(1986)-  41 58 41.     (N)    091 51 13.     (W)     SCALED    
 MG0586* NAVD 88     -       271.719  (meters)     891.46   (feet)  ADJUSTED  
 MG0586  ___________________________________________________________________
 MG0586  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 MG0586  DYNAMIC HT  -         271.624 (meters)     891.15  (feet)  COMP
 MG0586  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 MG0586
 MG0586  VERT ORDER  -  FIRST     CLASS II
 MG0586
 MG0586.The horizontal coordinates were scaled from a topographic map and have
 MG0586.an estimated accuracy of +/- 6 seconds.
 MG0586
 MG0586.The orthometric height was determined by differential leveling
 MG0586.and adjusted by the National Geodetic Survey in June 1991..
 MG0586
 MG0586.The geoid height was determined by GEOID03.
 MG0586
 MG0586.The dynamic height is computed by dividing the NAVD 88
 MG0586.geopotential number by the normal gravity value computed on the
 MG0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0586.degrees latitude (g = 980.6199 gals.).
 MG0586
 MG0586.The modeled gravity was interpolated from observed gravity values.
 MG0586
 MG0586;                    North         East    Units  Estimated Accuracy
 MG0586;SPC IA N     - 1,054,430.    1,636,450.      MT  (+/- 180 meters Scaled)
 MG0586
 MG0586                          SUPERSEDED SURVEY CONTROL
 MG0586
 MG0586  NGVD 29 (??/??/92)  271.748  (m)          891.56   (f) ADJ UNCH    1 2
 MG0586
 MG0586.Superseded values are not recommended for survey control.
 MG0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0586.See file dsdata.txt to determine how the superseded data were derived.
 MG0586
 MG0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG949479(NAD 83)
 MG0586_MARKER: DD = SURVEY DISK
 MG0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0586_STAMPING: 6-84
 MG0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0586+STABILITY: SURFACE MOTION
 MG0586
 MG0586  HISTORY     - Date     Condition        Report By
 MG0586  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0586  HISTORY     - 1966     MARK NOT FOUND   USGS
 MG0586
 MG0586                          STATION DESCRIPTION
 MG0586
 MG0586'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0586'1 MI S FROM ATKINS.
 MG0586'1 MILE SOUTH ALONG STATE HIGHWAY 279 FROM ATKINS, BENTON COUNTY,
 MG0586'159 FEET SOUTH OF THE CORNER POST AT THE NORTHEAST CORNER OF
 MG0586'SEC. 26, T.83 N., R.9 W., IN THE WEST DITCH, AND 11 FEET EAST
 MG0586'OF THE WEST RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK,
 MG0586'STAMPED 6-84 AND SET IN THE TOP OF A CONCRETE POST.
 MG0586
 MG0586                          STATION RECOVERY (1966)
 MG0586
 MG0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MG0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0633 ***********************************************************************
 LD0633  DESIGNATION -  610
 LD0633  PID         -  LD0633
 LD0633  STATE/COUNTY-  IA/LEE
 LD0633  USGS QUAD   -  ARGYLE (1982)
 LD0633
 LD0633                         *CURRENT SURVEY CONTROL
 LD0633  ___________________________________________________________________
 LD0633* NAD 83(1986)-  40 30 30.     (N)    091 36 01.     (W)     SCALED    
 LD0633* NAVD 88     -       186.910  (meters)     613.22   (feet)  ADJUSTED  
 LD0633  ___________________________________________________________________
 LD0633  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LD0633  DYNAMIC HT  -         186.817 (meters)     612.92  (feet)  COMP
 LD0633  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 LD0633
 LD0633  VERT ORDER  -  SECOND    CLASS 0
 LD0633
 LD0633.The horizontal coordinates were scaled from a topographic map and have
 LD0633.an estimated accuracy of +/- 6 seconds.
 LD0633
 LD0633.The orthometric height was determined by differential leveling
 LD0633.and adjusted by the National Geodetic Survey in June 1991..
 LD0633
 LD0633.The geoid height was determined by GEOID03.
 LD0633
 LD0633.The dynamic height is computed by dividing the NAVD 88
 LD0633.geopotential number by the normal gravity value computed on the
 LD0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0633.degrees latitude (g = 980.6199 gals.).
 LD0633
 LD0633.The modeled gravity was interpolated from observed gravity values.
 LD0633
 LD0633;                    North         East    Units  Estimated Accuracy
 LD0633;SPC IA S     -    58,210.      661,010.      MT  (+/- 180 meters Scaled)
 LD0633
 LD0633                          SUPERSEDED SURVEY CONTROL
 LD0633
 LD0633  NGVD 29 (??/??/92)  186.944  (m)          613.33   (f) ADJ UNCH    2 0
 LD0633
 LD0633.Superseded values are not recommended for survey control.
 LD0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0633.See file dsdata.txt to determine how the superseded data were derived.
 LD0633
 LD0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE185851(NAD 83)
 LD0633_MARKER: B = BOLT
 LD0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0633+STABILITY: SURFACE MOTION
 LD0633
 LD0633  HISTORY     - Date     Condition        Report By
 LD0633  HISTORY     - UNK      MONUMENTED       ATSFRR
 LD0633  HISTORY     - 1935     GOOD             NGS
 LD0633
 LD0633                          STATION DESCRIPTION
 LD0633
 LD0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0633'1.7 MI NE FROM DUMAS.
 LD0633'IN LEE COUNTY, IOWA, 1.7 MILES NORTHEAST ALONG THE ATCHISON,
 LD0633'TOPEKA AND SANTA FE RAILWAY FROM THE DES MOINES RIVER BRIDGE AT
 LD0633'DUMAS, CLARK COUNTY, MISSOURI, 21 POLES SOUTHWEST OF MILEPOST
 LD0633'250, AT A PRIVATE-ROAD CROSSING, 80 FEET NORTHWEST OF THE
 LD0633'CENTERLINE OF THE TRACK, 20 FEET NORTHEAST OF THE CENTERLINE OF
 LD0633'THE ROAD, 3 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 2 FEET
 LD0633'HIGHER THAN THE TRACK.  AN IRON BOLT, SET IN THE TOP OF A
 LD0633'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0803 ***********************************************************************
 MH0803  DESIGNATION -  63 156 RESET
 MH0803  PID         -  MH0803
 MH0803  STATE/COUNTY-  IA/MARION
 MH0803  USGS QUAD   -  MELCHER (1982)
 MH0803
 MH0803                         *CURRENT SURVEY CONTROL
 MH0803  ___________________________________________________________________
 MH0803* NAD 83(1986)-  41 14 00.     (N)    093 14 27.     (W)     SCALED    
 MH0803* NAVD 88     -       289.06   (meters)     948.4    (feet)  RESET     
 MH0803  ___________________________________________________________________
 MH0803  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 MH0803
 MH0803  VERT ORDER  -  THIRD
 MH0803
 MH0803.The horizontal coordinates were scaled from a topographic map and have
 MH0803.an estimated accuracy of +/- 6 seconds.
 MH0803
 MH0803.The orthometric height was computed from unverified reset data.
 MH0803
 MH0803.The geoid height was determined by GEOID03.
 MH0803
 MH0803;                    North         East    Units  Estimated Accuracy
 MH0803;SPC IA S     -   136,990.      521,730.      MT  (+/- 180 meters Scaled)
 MH0803
 MH0803                          SUPERSEDED SURVEY CONTROL
 MH0803
 MH0803  NGVD 29 (05/12/04)  289.02   (m)          948.2    (f) RESET       3  
 MH0803
 MH0803.Superseded values are not recommended for survey control.
 MH0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0803.See file dsdata.txt to determine how the superseded data were derived.
 MH0803
 MH0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF798646(NAD 83)
 MH0803_MARKER: DB = BENCH MARK DISK
 MH0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0803_SP_SET: CONCRETE POST
 MH0803_STAMPING: 63 156 IOWAGS RESET 1980
 MH0803_MARK LOGO: NGS   
 MH0803_PROJECTION: PROJECTING 3 CENTIMETERS
 MH0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0803+STABILITY: SURFACE MOTION
 MH0803
 MH0803  HISTORY     - Date     Condition        Report By
 MH0803  HISTORY     - 1980     MONUMENTED       NGS
 MH0803
 MH0803                          STATION DESCRIPTION
 MH0803
 MH0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MH0803'IN DALLAS.
 MH0803'DALLAS, AT THE NORTHWEST ANGLE OF STATE HIGHWAY 181 AND SPRING DRIVE,
 MH0803'21.8 M (71.5 FT) NORTH OF THE CENTERLINE OF SPRING DRIVE, 13.4 M
 MH0803'(44.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 181, 0.5 M (1.6 FT) NORTH
 MH0803'OF A WITNESS POST AND AT HIGHWAY STATION 45+00.
 MH0803'THE MARK IS 1 M BELOW SPRING DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0254 ***********************************************************************
 MH0254  DESIGNATION -  63 161
 MH0254  PID         -  MH0254
 MH0254  STATE/COUNTY-  IA/MARION
 MH0254  USGS QUAD   -  MELCHER (1982)
 MH0254
 MH0254                         *CURRENT SURVEY CONTROL
 MH0254  ___________________________________________________________________
 MH0254* NAD 83(1986)-  41 12 41.     (N)    093 13 52.     (W)     SCALED    
 MH0254* NAVD 88     -       289.743  (meters)     950.60   (feet)  ADJUSTED  
 MH0254  ___________________________________________________________________
 MH0254  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 MH0254  DYNAMIC HT  -         289.616 (meters)     950.18  (feet)  COMP
 MH0254  MODELED GRAV-     980,179.7   (mgal)                       NAVD 88
 MH0254
 MH0254  VERT ORDER  -  SECOND    CLASS 0
 MH0254
 MH0254.The horizontal coordinates were scaled from a topographic map and have
 MH0254.an estimated accuracy of +/- 6 seconds.
 MH0254
 MH0254.The orthometric height was determined by differential leveling
 MH0254.and adjusted by the National Geodetic Survey in June 1991..
 MH0254
 MH0254.The geoid height was determined by GEOID03.
 MH0254
 MH0254.The dynamic height is computed by dividing the NAVD 88
 MH0254.geopotential number by the normal gravity value computed on the
 MH0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0254.degrees latitude (g = 980.6199 gals.).
 MH0254
 MH0254.The modeled gravity was interpolated from observed gravity values.
 MH0254
 MH0254;                    North         East    Units  Estimated Accuracy
 MH0254;SPC IA S     -   134,560.      522,550.      MT  (+/- 180 meters Scaled)
 MH0254
 MH0254                          SUPERSEDED SURVEY CONTROL
 MH0254
 MH0254  NGVD 29 (??/??/92)  289.701  (m)          950.46   (f) ADJ UNCH    2 0
 MH0254
 MH0254.Superseded values are not recommended for survey control.
 MH0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0254.See file dsdata.txt to determine how the superseded data were derived.
 MH0254
 MH0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF806622(NAD 83)
 MH0254_MARKER: DD = SURVEY DISK
 MH0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0254_STAMPING: 63-161
 MH0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0254+STABILITY: SURFACE MOTION
 MH0254
 MH0254  HISTORY     - Date     Condition        Report By
 MH0254  HISTORY     - UNK      MONUMENTED       IAGS
 MH0254  HISTORY     - 1935     GOOD             NGS
 MH0254  HISTORY     - 1980     MARK NOT FOUND   NGS
 MH0254
 MH0254                          STATION DESCRIPTION
 MH0254
 MH0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MH0254'0.9 MI S FROM MELCHER.
 MH0254'0.9 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0254'RAILROAD FROM THE STATION AT MELCHER, AT A ROAD UNDERPASS, 60
 MH0254'FEET EAST OF THE BRIDGE, ON THE SOUTH SIDE OF THE ROAD, IN FRONT
 MH0254'OF A HOUSE, 33.2 FEET SOUTHWEST OF A YARD-FENCE CORNER, AND 4
 MH0254'FEET NORTH OF A FENCE LINE.  A STATE SURVEY STANDARD DISK,
 MH0254'STAMPED 63-161 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 MH0254'THE GROUND.
 MH0254
 MH0254                          STATION RECOVERY (1980)
 MH0254
 MH0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MH0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1540 ***********************************************************************
 NM1540  DESIGNATION -  639.34
 NM1540  PID         -  NM1540
 NM1540  STATE/COUNTY-  IA/PLYMOUTH
 NM1540  USGS QUAD   -  UNION CENTER SE (1985)
 NM1540
 NM1540                         *CURRENT SURVEY CONTROL
 NM1540  ___________________________________________________________________
 NM1540* NAD 83(1986)-  42 33 56.     (N)    096 00 21.     (W)     SCALED    
 NM1540* NAVD 88     -       367.834  (meters)    1206.80   (feet)  ADJUSTED  
 NM1540  ___________________________________________________________________
 NM1540  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 NM1540  DYNAMIC HT  -         367.712 (meters)    1206.40  (feet)  COMP
 NM1540  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 NM1540
 NM1540  VERT ORDER  -  FIRST     CLASS II
 NM1540
 NM1540.The horizontal coordinates were scaled from a topographic map and have
 NM1540.an estimated accuracy of +/- 6 seconds.
 NM1540
 NM1540.The orthometric height was determined by differential leveling
 NM1540.and adjusted by the National Geodetic Survey in June 1991..
 NM1540
 NM1540.The geoid height was determined by GEOID03.
 NM1540
 NM1540.The dynamic height is computed by dividing the NAVD 88
 NM1540.geopotential number by the normal gravity value computed on the
 NM1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1540.degrees latitude (g = 980.6199 gals.).
 NM1540
 NM1540.The modeled gravity was interpolated from observed gravity values.
 NM1540
 NM1540;                    North         East    Units  Estimated Accuracy
 NM1540;SPC IA N     - 1,121,410.    1,294,280.      MT  (+/- 180 meters Scaled)
 NM1540
 NM1540                          SUPERSEDED SURVEY CONTROL
 NM1540
 NM1540  NGVD 29 (??/??/92)  367.680  (m)         1206.30   (f) ADJ UNCH    1 2
 NM1540
 NM1540.Superseded values are not recommended for survey control.
 NM1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1540.See file dsdata.txt to determine how the superseded data were derived.
 NM1540
 NM1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN457169(NAD 83)
 NM1540_MARKER: Z = SEE DESCRIPTION
 NM1540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1540_SP_SET: CULVERT
 NM1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1540
 NM1540  HISTORY     - Date     Condition        Report By
 NM1540  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1540  HISTORY     - 1966     GOOD             NGS
 NM1540
 NM1540                          STATION DESCRIPTION
 NM1540
 NM1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NM1540'2.2 MI SW FROM KINGSLEY.
 NM1540'THE POINT IS 89.8 FEET N.W. OF THE CENTER LINE OF STATE HIGHWAY
 NM1540'140, THIS POINT IS UNMARKED AND LOOKS AS THOUGH THE HEADWALL
 NM1540'WILL GO AT ANY TIME.  TO REACH FROM THE POST OFFICE IN KINGSLEY
 NM1540'GO WEST 100 FEET, TURN LEFT ON STATE HIGHWAY 140 AND GO S.E.
 NM1540'FOR 2.2 MILES TO THE HEADWALL ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0326 ***********************************************************************
 NK0326  DESIGNATION -  64 100
 NK0326  PID         -  NK0326
 NK0326  STATE/COUNTY-  IA/MARSHALL
 NK0326  USGS QUAD   -  STATE CENTER (1976)
 NK0326
 NK0326                         *CURRENT SURVEY CONTROL
 NK0326  ___________________________________________________________________
 NK0326* NAD 83(1986)-  42 01 19.     (N)    093 13 33.     (W)     SCALED    
 NK0326* NAVD 88     -       339.625  (meters)    1114.25   (feet)  ADJUSTED  
 NK0326  ___________________________________________________________________
 NK0326  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 NK0326  DYNAMIC HT  -         339.492 (meters)    1113.82  (feet)  COMP
 NK0326  MODELED GRAV-     980,219.6   (mgal)                       NAVD 88
 NK0326
 NK0326  VERT ORDER  -  FIRST     CLASS II
 NK0326
 NK0326.The horizontal coordinates were scaled from a topographic map and have
 NK0326.an estimated accuracy of +/- 6 seconds.
 NK0326
 NK0326.The orthometric height was determined by differential leveling
 NK0326.and adjusted by the National Geodetic Survey in June 1991..
 NK0326
 NK0326.The geoid height was determined by GEOID03.
 NK0326
 NK0326.The dynamic height is computed by dividing the NAVD 88
 NK0326.geopotential number by the normal gravity value computed on the
 NK0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0326.degrees latitude (g = 980.6199 gals.).
 NK0326
 NK0326.The modeled gravity was interpolated from observed gravity values.
 NK0326
 NK0326;                    North         East    Units  Estimated Accuracy
 NK0326;SPC IA N     - 1,058,010.    1,522,710.      MT  (+/- 180 meters Scaled)
 NK0326
 NK0326                          SUPERSEDED SURVEY CONTROL
 NK0326
 NK0326  NGVD 29 (??/??/92)  339.589  (m)         1114.13   (f) ADJ UNCH    1 2
 NK0326
 NK0326.Superseded values are not recommended for survey control.
 NK0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0326.See file dsdata.txt to determine how the superseded data were derived.
 NK0326
 NK0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG813522(NAD 83)
 NK0326_MARKER: DD = SURVEY DISK
 NK0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0326_STAMPING: 64-100
 NK0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0326+STABILITY: SURFACE MOTION
 NK0326
 NK0326  HISTORY     - Date     Condition        Report By
 NK0326  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0326  HISTORY     - 1934     GOOD             IAGS
 NK0326  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0326
 NK0326                          STATION DESCRIPTION
 NK0326
 NK0326'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0326'3.7 MI W FROM STATE CENTER.
 NK0326'3.7 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF STATE
 NK0326'HIGHWAY 234 AT STATE CENTER, MARSHALL COUNTY, 0.3 MILE EAST OF
 NK0326'THE STORY-MARSHALL COUNTY LINE, IN SEC. 7, T. 83 N., R. 20 W.,
 NK0326'NEAR A BARN, 66.6 FEET NORTHEAST OF THE NORTHWEST CORNER, 62.3
 NK0326'FEET NORTHWEST OF THE NORTHEAST CORNER, 108 FEET SOUTHWEST OF
 NK0326'POLE 9, 64.5 FEET SOUTHEAST OF POLE 8, AND 12.8 FEET SOUTH OF
 NK0326'THE EDGE OF THE PAVEMENT.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0326'64-100 AND SET IN THE TOP OF A CONCRETE POST.
 NK0326
 NK0326                          STATION RECOVERY (1975)
 NK0326
 NK0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0327 ***********************************************************************
 NK0327  DESIGNATION -  64 101
 NK0327  PID         -  NK0327
 NK0327  STATE/COUNTY-  IA/MARSHALL
 NK0327  USGS QUAD   -  STATE CENTER (1976)
 NK0327
 NK0327                         *CURRENT SURVEY CONTROL
 NK0327  ___________________________________________________________________
 NK0327* NAD 83(1986)-  42 01 18.     (N)    093 12 28.     (W)     SCALED    
 NK0327* NAVD 88     -       344.908  (meters)    1131.59   (feet)  ADJUSTED  
 NK0327  ___________________________________________________________________
 NK0327  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 NK0327  DYNAMIC HT  -         344.772 (meters)    1131.14  (feet)  COMP
 NK0327  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 NK0327
 NK0327  VERT ORDER  -  FIRST     CLASS II
 NK0327
 NK0327.The horizontal coordinates were scaled from a topographic map and have
 NK0327.an estimated accuracy of +/- 6 seconds.
 NK0327
 NK0327.The orthometric height was determined by differential leveling
 NK0327.and adjusted by the National Geodetic Survey in June 1991..
 NK0327
 NK0327.The geoid height was determined by GEOID03.
 NK0327
 NK0327.The dynamic height is computed by dividing the NAVD 88
 NK0327.geopotential number by the normal gravity value computed on the
 NK0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0327.degrees latitude (g = 980.6199 gals.).
 NK0327
 NK0327.The modeled gravity was interpolated from observed gravity values.
 NK0327
 NK0327;                    North         East    Units  Estimated Accuracy
 NK0327;SPC IA N     - 1,057,990.    1,524,200.      MT  (+/- 180 meters Scaled)
 NK0327
 NK0327                          SUPERSEDED SURVEY CONTROL
 NK0327
 NK0327  NGVD 29 (??/??/92)  344.872  (m)         1131.47   (f) ADJ UNCH    1 2
 NK0327
 NK0327.Superseded values are not recommended for survey control.
 NK0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0327.See file dsdata.txt to determine how the superseded data were derived.
 NK0327
 NK0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG827522(NAD 83)
 NK0327_MARKER: DD = SURVEY DISK
 NK0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0327_STAMPING: 64-101
 NK0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0327+STABILITY: SURFACE MOTION
 NK0327
 NK0327  HISTORY     - Date     Condition        Report By
 NK0327  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0327  HISTORY     - 1934     GOOD             IAGS
 NK0327  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0327
 NK0327                          STATION DESCRIPTION
 NK0327
 NK0327'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0327'2.9 MI W FROM STATE CENTER.
 NK0327'2.9 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF STATE
 NK0327'HIGHWAY 234 AT STATE CENTER, MARSHALL COUNTY, 0.1 MILE EAST OF
 NK0327'THE NORTHWEST CORNER OF SEC. 8, T. 83 N., R. 20 W., 188 FEET
 NK0327'EAST OF THE EAST POST OF A GATE AT THE ENTRANCE TO A FARMYARD
 NK0327'SOUTH OF THE HIGHWAY, 33.6 FEET EAST OF THE NORTHEAST CORNER
 NK0327'OF THE FARMYARD, 17.7 FEET SOUTH OF THE SOUTH EDGE OF THE
 NK0327'PAVEMENT, AND 7.9 FEET NORTH OF THE SOUTH FENCE.  A STATE SURVEY
 NK0327'STANDARD DISK, STAMPED 64-101 AND SET IN THE TOP OF A CONCRETE
 NK0327'POST.
 NK0327
 NK0327                          STATION RECOVERY (1975)
 NK0327
 NK0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0335 ***********************************************************************
 NK0335  DESIGNATION -  64 52
 NK0335  PID         -  NK0335
 NK0335  STATE/COUNTY-  IA/MARSHALL
 NK0335  USGS QUAD   -  LA MOILLE (1975)
 NK0335
 NK0335                         *CURRENT SURVEY CONTROL
 NK0335  ___________________________________________________________________
 NK0335* NAD 83(1986)-  42 01 14.     (N)    093 01 08.     (W)     SCALED    
 NK0335* NAVD 88     -       299.352  (meters)     982.12   (feet)  ADJUSTED  
 NK0335  ___________________________________________________________________
 NK0335  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 NK0335  DYNAMIC HT  -         299.236 (meters)     981.74  (feet)  COMP
 NK0335  MODELED GRAV-     980,227.7   (mgal)                       NAVD 88
 NK0335
 NK0335  VERT ORDER  -  FIRST     CLASS II
 NK0335
 NK0335.The horizontal coordinates were scaled from a topographic map and have
 NK0335.an estimated accuracy of +/- 6 seconds.
 NK0335
 NK0335.The orthometric height was determined by differential leveling
 NK0335.and adjusted by the National Geodetic Survey in June 1991..
 NK0335
 NK0335.The geoid height was determined by GEOID03.
 NK0335
 NK0335.The dynamic height is computed by dividing the NAVD 88
 NK0335.geopotential number by the normal gravity value computed on the
 NK0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0335.degrees latitude (g = 980.6199 gals.).
 NK0335
 NK0335.The modeled gravity was interpolated from observed gravity values.
 NK0335
 NK0335;                    North         East    Units  Estimated Accuracy
 NK0335;SPC IA N     - 1,057,940.    1,539,850.      MT  (+/- 180 meters Scaled)
 NK0335
 NK0335                          SUPERSEDED SURVEY CONTROL
 NK0335
 NK0335  NGVD 29 (??/??/92)  299.327  (m)          982.04   (f) ADJ UNCH    1 2
 NK0335
 NK0335.Superseded values are not recommended for survey control.
 NK0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0335.See file dsdata.txt to determine how the superseded data were derived.
 NK0335
 NK0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG984520(NAD 83)
 NK0335_MARKER: DD = SURVEY DISK
 NK0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0335_STAMPING: 64-52
 NK0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0335+STABILITY: SURFACE MOTION
 NK0335
 NK0335  HISTORY     - Date     Condition        Report By
 NK0335  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0335  HISTORY     - 1957     MARK NOT FOUND   NGS
 NK0335
 NK0335                          STATION DESCRIPTION
 NK0335
 NK0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NK0335'7 MI W FROM MARSHALLTOWN.
 NK0335'7.0 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE CITY HALL AT
 NK0335'MARSHALLTOWN, MARSHALL COUNTY, THENCE 700 FEET SOUTH ALONG A
 NK0335'DIRT ROAD ON THE WEST LINE OF SEC. 12, T. 83 N., R. 19 W., 53.1
 NK0335'FEET SOUTH OF THE FACE OF A 12-INCH OAK TREE IN THE RIGHT-OF-WAY,
 NK0335'63.6 FEET WEST OF THE EAST FENCE, 3.2 FEET FROM A CORNER POST
 NK0335'IN THE WEST FENCE, AND 2 FEET EAST OF THE FENCE.  A STATE SURVEY
 NK0335'STANDARD DISK, STAMPED 64-52 AND SET IN THE TOP OF A CONCRETE
 NK0335'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0334 ***********************************************************************
 NK0334  DESIGNATION -  64 53
 NK0334  PID         -  NK0334
 NK0334  STATE/COUNTY-  IA/MARSHALL
 NK0334  USGS QUAD   -  LA MOILLE (1975)
 NK0334
 NK0334                         *CURRENT SURVEY CONTROL
 NK0334  ___________________________________________________________________
 NK0334* NAD 83(1986)-  42 01 08.     (N)    093 01 46.     (W)     SCALED    
 NK0334* NAVD 88     -       305.587  (meters)    1002.58   (feet)  ADJUSTED  
 NK0334  ___________________________________________________________________
 NK0334  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 NK0334  DYNAMIC HT  -         305.469 (meters)    1002.19  (feet)  COMP
 NK0334  MODELED GRAV-     980,226.4   (mgal)                       NAVD 88
 NK0334
 NK0334  VERT ORDER  -  FIRST     CLASS II
 NK0334
 NK0334.The horizontal coordinates were scaled from a topographic map and have
 NK0334.an estimated accuracy of +/- 6 seconds.
 NK0334
 NK0334.The orthometric height was determined by differential leveling
 NK0334.and adjusted by the National Geodetic Survey in June 1991..
 NK0334
 NK0334.The geoid height was determined by GEOID03.
 NK0334
 NK0334.The dynamic height is computed by dividing the NAVD 88
 NK0334.geopotential number by the normal gravity value computed on the
 NK0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0334.degrees latitude (g = 980.6199 gals.).
 NK0334
 NK0334.The modeled gravity was interpolated from observed gravity values.
 NK0334
 NK0334;                    North         East    Units  Estimated Accuracy
 NK0334;SPC IA N     - 1,057,750.    1,538,980.      MT  (+/- 180 meters Scaled)
 NK0334
 NK0334                          SUPERSEDED SURVEY CONTROL
 NK0334
 NK0334  NGVD 29 (??/??/92)  305.561  (m)         1002.49   (f) ADJ UNCH    1 2
 NK0334
 NK0334.Superseded values are not recommended for survey control.
 NK0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0334.See file dsdata.txt to determine how the superseded data were derived.
 NK0334
 NK0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG975518(NAD 83)
 NK0334_MARKER: DD = SURVEY DISK
 NK0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0334_STAMPING: 64-53
 NK0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0334+STABILITY: SURFACE MOTION
 NK0334
 NK0334  HISTORY     - Date     Condition        Report By
 NK0334  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0334  HISTORY     - 1957     MARK NOT FOUND   NGS
 NK0334
 NK0334                          STATION DESCRIPTION
 NK0334
 NK0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NK0334'7.2 MI E FROM STATE CENTER.
 NK0334'7-1/4 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 NK0334'STATE HIGHWAY 234 AT STATE CENTER, MARSHALL COUNTY, 1 MILE SOUTH
 NK0334'AND 1/2 MILE EAST OF LA MOILLE, 1/4 MILE NORTH OF THE CENTER
 NK0334'OF SEC. 11, T. 83 N., R. 19 W., 82.2 FEET SOUTHEAST OF THE
 NK0334'SOUTHEAST CORNER OF A HOUSE, 7.2 FEET EAST OF THE POST AT THE
 NK0334'SOUTHEAST CORNER OF THE YARD, 14.7 FEET FROM THE EDGE OF THE
 NK0334'PAVEMENT, AND 57 FEET WEST OF THE EAST FENCE.  A STATE SURVEY
 NK0334'STANDARD DISK, STAMPED 64-53 AND SET IN THE TOP OF A CONCRETE
 NK0334'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0333 ***********************************************************************
 NK0333  DESIGNATION -  64 75
 NK0333  PID         -  NK0333
 NK0333  STATE/COUNTY-  IA/MARSHALL
 NK0333  USGS QUAD   -  LA MOILLE (1975)
 NK0333
 NK0333                         *CURRENT SURVEY CONTROL
 NK0333  ___________________________________________________________________
 NK0333* NAD 83(1986)-  42 00 57.     (N)    093 04 11.     (W)     SCALED    
 NK0333* NAVD 88     -       317.845  (meters)    1042.80   (feet)  ADJUSTED  
 NK0333  ___________________________________________________________________
 NK0333  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 NK0333  DYNAMIC HT  -         317.720 (meters)    1042.39  (feet)  COMP
 NK0333  MODELED GRAV-     980,222.1   (mgal)                       NAVD 88
 NK0333
 NK0333  VERT ORDER  -  FIRST     CLASS II
 NK0333
 NK0333.The horizontal coordinates were scaled from a topographic map and have
 NK0333.an estimated accuracy of +/- 6 seconds.
 NK0333
 NK0333.The orthometric height was determined by differential leveling
 NK0333.and adjusted by the National Geodetic Survey in June 1991..
 NK0333
 NK0333.The geoid height was determined by GEOID03.
 NK0333
 NK0333.The dynamic height is computed by dividing the NAVD 88
 NK0333.geopotential number by the normal gravity value computed on the
 NK0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0333.degrees latitude (g = 980.6199 gals.).
 NK0333
 NK0333.The modeled gravity was interpolated from observed gravity values.
 NK0333
 NK0333;                    North         East    Units  Estimated Accuracy
 NK0333;SPC IA N     - 1,057,390.    1,535,640.      MT  (+/- 180 meters Scaled)
 NK0333
 NK0333                          SUPERSEDED SURVEY CONTROL
 NK0333
 NK0333  NGVD 29 (??/??/92)  317.815  (m)         1042.70   (f) ADJ UNCH    1 2
 NK0333
 NK0333.Superseded values are not recommended for survey control.
 NK0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0333.See file dsdata.txt to determine how the superseded data were derived.
 NK0333
 NK0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG942515(NAD 83)
 NK0333_MARKER: DD = SURVEY DISK
 NK0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0333_STAMPING: 64-75
 NK0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0333+STABILITY: SURFACE MOTION
 NK0333
 NK0333  HISTORY     - Date     Condition        Report By
 NK0333  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0333  HISTORY     - 1934     GOOD             IAGS
 NK0333  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0333
 NK0333                          STATION DESCRIPTION
 NK0333
 NK0333'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0333'4.8 MI E FROM STATE CENTER.
 NK0333'4.8 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF STATE
 NK0333'HIGHWAY 234 AT STATE CENTER, MARSHALL COUNTY, 1.3 MILES EAST
 NK0333'OF THE JUNCTION OF COUNTY ROAD J, IN SEC. 9, T. 83 N., R. 19 W.,
 NK0333'120 FEET NORTH OF THE NORTHWEST CORNER OF A BARN ON THE SOUTH
 NK0333'SIDE OF THE HIGHWAY, NEAR A YARD FENCE NORTH OF THE HIGHWAY,
 NK0333'96.4 FEET EAST OF THE SOUTHWEST CORNER POST, 51 FEET WEST OF
 NK0333'THE SOUTHEAST CORNER POST, 15 FEET NORTH OF THE PAVEMENT, AND
 NK0333'8.8 FEET SOUTH OF THE NORTH FENCE.  A STATE SURVEY STANDARD
 NK0333'DISK, STAMPED 64-75 AND SET IN THE TOP OF A CONCRETE POST.
 NK0333
 NK0333                          STATION RECOVERY (1975)
 NK0333
 NK0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0332 ***********************************************************************
 NK0332  DESIGNATION -  64 76
 NK0332  PID         -  NK0332
 NK0332  STATE/COUNTY-  IA/MARSHALL
 NK0332  USGS QUAD   -  LA MOILLE (1975)
 NK0332
 NK0332                         *CURRENT SURVEY CONTROL
 NK0332  ___________________________________________________________________
 NK0332* NAD 83(1986)-  42 00 57.     (N)    093 04 59.     (W)     SCALED    
 NK0332* NAVD 88     -       309.351  (meters)    1014.93   (feet)  ADJUSTED  
 NK0332  ___________________________________________________________________
 NK0332  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 NK0332  DYNAMIC HT  -         309.229 (meters)    1014.53  (feet)  COMP
 NK0332  MODELED GRAV-     980,221.1   (mgal)                       NAVD 88
 NK0332
 NK0332  VERT ORDER  -  FIRST     CLASS II
 NK0332
 NK0332.The horizontal coordinates were scaled from a topographic map and have
 NK0332.an estimated accuracy of +/- 6 seconds.
 NK0332
 NK0332.The orthometric height was determined by differential leveling
 NK0332.and adjusted by the National Geodetic Survey in June 1991..
 NK0332
 NK0332.The geoid height was determined by GEOID03.
 NK0332
 NK0332.The dynamic height is computed by dividing the NAVD 88
 NK0332.geopotential number by the normal gravity value computed on the
 NK0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0332.degrees latitude (g = 980.6199 gals.).
 NK0332
 NK0332.The modeled gravity was interpolated from observed gravity values.
 NK0332
 NK0332;                    North         East    Units  Estimated Accuracy
 NK0332;SPC IA N     - 1,057,380.    1,534,540.      MT  (+/- 180 meters Scaled)
 NK0332
 NK0332                          SUPERSEDED SURVEY CONTROL
 NK0332
 NK0332  NGVD 29 (??/??/92)  309.321  (m)         1014.83   (f) ADJ UNCH    1 2
 NK0332
 NK0332.Superseded values are not recommended for survey control.
 NK0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0332.See file dsdata.txt to determine how the superseded data were derived.
 NK0332
 NK0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG931515(NAD 83)
 NK0332_MARKER: DD = SURVEY DISK
 NK0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0332_STAMPING: 64-76
 NK0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0332+STABILITY: SURFACE MOTION
 NK0332
 NK0332  HISTORY     - Date     Condition        Report By
 NK0332  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0332  HISTORY     - 1934     GOOD             IAGS
 NK0332  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0332
 NK0332                          STATION DESCRIPTION
 NK0332
 NK0332'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0332'4.2 MI E FROM STATE CENTER.
 NK0332'4-1/4 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF STATE
 NK0332'HIGHWAY 234 AT STATE CENTER, MARSHALL COUNTY, 3/4 MILE EAST OF
 NK0332'THE JUNCTION OF COUNTY ROAD J, IN SEC. 8, T 83 N. R. 19 W.,
 NK0332'58 FEET NORTH OF THE SOUTH FENCE, 13.9 FEET NORTH OF THE EDGE
 NK0332'OF THE PAVEMENT, AND 5.9 FEET SOUTH OF A CORNER POST IN THE
 NK0332'NORTH FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 64-76 AND
 NK0332'SET IN THE TOP OF A CONCRETE POST.
 NK0332
 NK0332                          STATION RECOVERY (1975)
 NK0332
 NK0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0331 ***********************************************************************
 NK0331  DESIGNATION -  64 77
 NK0331  PID         -  NK0331
 NK0331  STATE/COUNTY-  IA/MARSHALL
 NK0331  USGS QUAD   -  LA MOILLE (1975)
 NK0331
 NK0331                         *CURRENT SURVEY CONTROL
 NK0331  ___________________________________________________________________
 NK0331* NAD 83(1986)-  42 00 51.     (N)    093 06 59.     (W)     SCALED    
 NK0331* NAVD 88     -       311.844  (meters)    1023.11   (feet)  ADJUSTED  
 NK0331  ___________________________________________________________________
 NK0331  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 NK0331  DYNAMIC HT  -         311.721 (meters)    1022.70  (feet)  COMP
 NK0331  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 NK0331
 NK0331  VERT ORDER  -  FIRST     CLASS II
 NK0331
 NK0331.The horizontal coordinates were scaled from a topographic map and have
 NK0331.an estimated accuracy of +/- 6 seconds.
 NK0331
 NK0331.The orthometric height was determined by differential leveling
 NK0331.and adjusted by the National Geodetic Survey in June 1991..
 NK0331
 NK0331.The geoid height was determined by GEOID03.
 NK0331
 NK0331.The dynamic height is computed by dividing the NAVD 88
 NK0331.geopotential number by the normal gravity value computed on the
 NK0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0331.degrees latitude (g = 980.6199 gals.).
 NK0331
 NK0331.The modeled gravity was interpolated from observed gravity values.
 NK0331
 NK0331;                    North         East    Units  Estimated Accuracy
 NK0331;SPC IA N     - 1,057,180.    1,531,780.      MT  (+/- 180 meters Scaled)
 NK0331
 NK0331                          SUPERSEDED SURVEY CONTROL
 NK0331
 NK0331  NGVD 29 (??/??/92)  311.812  (m)         1023.00   (f) ADJ UNCH    1 2
 NK0331
 NK0331.Superseded values are not recommended for survey control.
 NK0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0331.See file dsdata.txt to determine how the superseded data were derived.
 NK0331
 NK0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG903513(NAD 83)
 NK0331_MARKER: DD = SURVEY DISK
 NK0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0331_STAMPING: 64-77
 NK0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0331+STABILITY: SURFACE MOTION
 NK0331
 NK0331  HISTORY     - Date     Condition        Report By
 NK0331  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0331  HISTORY     - 1934     GOOD             IAGS
 NK0331  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0331
 NK0331                          STATION DESCRIPTION
 NK0331
 NK0331'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0331'2.5 MI E FROM STATE CENTER.
 NK0331'2-1/2 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 NK0331'STATE HIGHWAY 234 AT STATE CENTER, MARSHALL COUNTY, AT THE
 NK0331'WEST QUARTER CORNER OF SEC. 7, T. 83 N., R. 19 W., AT THE
 NK0331'JUNCTION OF A TOWNSHIP ROAD LEADING SOUTH, 106 FEET WEST
 NK0331'OF THE SOUTHWEST FENCE CORNER AT THE JUNCTION, 40.8 FEET EAST
 NK0331'OF THE SOUTHEAST FENCE CORNER, 64.4 FEET SOUTH OF A CONCRETE
 NK0331'LINCOLN-HIGHWAY MARKER, 23 FEET SOUTH OF THE EDGE OF THE PAVEMENT,
 NK0331'66.8 FEET SOUTH OF THE NORTH FENCE, AND 2.2 FEET NORTH OF THE
 NK0331'SOUTH FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 64-77 AND
 NK0331'SET IN THE TOP OF A CONCRETE POST.
 NK0331
 NK0331                          STATION RECOVERY (1975)
 NK0331
 NK0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0330 ***********************************************************************
 NK0330  DESIGNATION -  64 78
 NK0330  PID         -  NK0330
 NK0330  STATE/COUNTY-  IA/MARSHALL
 NK0330  USGS QUAD   -  STATE CENTER (1976)
 NK0330
 NK0330                         *CURRENT SURVEY CONTROL
 NK0330  ___________________________________________________________________
 NK0330* NAD 83(1986)-  42 00 52.     (N)    093 07 34.     (W)     SCALED    
 NK0330* NAVD 88     -       313.623  (meters)    1028.94   (feet)  ADJUSTED  
 NK0330  ___________________________________________________________________
 NK0330  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 NK0330  DYNAMIC HT  -         313.499 (meters)    1028.54  (feet)  COMP
 NK0330  MODELED GRAV-     980,218.8   (mgal)                       NAVD 88
 NK0330
 NK0330  VERT ORDER  -  FIRST     CLASS II
 NK0330
 NK0330.The horizontal coordinates were scaled from a topographic map and have
 NK0330.an estimated accuracy of +/- 6 seconds.
 NK0330
 NK0330.The orthometric height was determined by differential leveling
 NK0330.and adjusted by the National Geodetic Survey in June 1991..
 NK0330
 NK0330.The geoid height was determined by GEOID03.
 NK0330
 NK0330.The dynamic height is computed by dividing the NAVD 88
 NK0330.geopotential number by the normal gravity value computed on the
 NK0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0330.degrees latitude (g = 980.6199 gals.).
 NK0330
 NK0330.The modeled gravity was interpolated from observed gravity values.
 NK0330
 NK0330;                    North         East    Units  Estimated Accuracy
 NK0330;SPC IA N     - 1,057,210.    1,530,970.      MT  (+/- 180 meters Scaled)
 NK0330
 NK0330                          SUPERSEDED SURVEY CONTROL
 NK0330
 NK0330  NGVD 29 (??/??/92)  313.591  (m)         1028.84   (f) ADJ UNCH    1 2
 NK0330
 NK0330.Superseded values are not recommended for survey control.
 NK0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0330.See file dsdata.txt to determine how the superseded data were derived.
 NK0330
 NK0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG895513(NAD 83)
 NK0330_MARKER: DD = SURVEY DISK
 NK0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0330_STAMPING: 64-78
 NK0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0330+STABILITY: SURFACE MOTION
 NK0330
 NK0330  HISTORY     - Date     Condition        Report By
 NK0330  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0330  HISTORY     - 1934     GOOD             IAGS
 NK0330  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0330
 NK0330                          STATION DESCRIPTION
 NK0330
 NK0330'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0330'2 MI E FROM STATE CENTER.
 NK0330'2 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF STATE
 NK0330'HIGHWAY 234 AT STATE CENTER, MARSHALL COUNTY, AT THE CENTER OF
 NK0330'SEC. 12, T. 83 N., R. 20 W., 62.7 FEET SOUTH OF A RAILROAD RAIL
 NK0330'PROPERTY-MARKER AT THE SOUTHWEST CORNER OF A YARD NORTH OF THE
 NK0330'HIGHWAY, 19.8 FEET SOUTH OF THE EDGE OF THE PAVEMENT, AND 3.6
 NK0330'FEET NORTH OF AN IRON-PIN MARKER IN THE SOUTH FENCE LINE AT
 NK0330'THE JUNCTION OF A FENCE LEADING SOUTH.  A STATE SURVEY STANDARD
 NK0330'DISK, STAMPED 64-78 AND SET IN THE TOP OF A CONCRETE POST.
 NK0330
 NK0330                          STATION RECOVERY (1975)
 NK0330
 NK0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0328 ***********************************************************************
 NK0328  DESIGNATION -  64 98
 NK0328  PID         -  NK0328
 NK0328  STATE/COUNTY-  IA/MARSHALL
 NK0328  USGS QUAD   -  STATE CENTER (1976)
 NK0328
 NK0328                         *CURRENT SURVEY CONTROL
 NK0328  ___________________________________________________________________
 NK0328* NAD 83(1986)-  42 01 19.     (N)    093 09 52.     (W)     SCALED    
 NK0328* NAVD 88     -       323.117  (meters)    1060.09   (feet)  ADJUSTED  
 NK0328  ___________________________________________________________________
 NK0328  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 NK0328  DYNAMIC HT  -         322.989 (meters)    1059.67  (feet)  COMP
 NK0328  MODELED GRAV-     980,218.9   (mgal)                       NAVD 88
 NK0328
 NK0328  VERT ORDER  -  FIRST     CLASS II
 NK0328
 NK0328.The horizontal coordinates were scaled from a topographic map and have
 NK0328.an estimated accuracy of +/- 6 seconds.
 NK0328
 NK0328.The orthometric height was determined by differential leveling
 NK0328.and adjusted by the National Geodetic Survey in June 1991..
 NK0328
 NK0328.The geoid height was determined by GEOID03.
 NK0328
 NK0328.The dynamic height is computed by dividing the NAVD 88
 NK0328.geopotential number by the normal gravity value computed on the
 NK0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0328.degrees latitude (g = 980.6199 gals.).
 NK0328
 NK0328.The modeled gravity was interpolated from observed gravity values.
 NK0328
 NK0328;                    North         East    Units  Estimated Accuracy
 NK0328;SPC IA N     - 1,058,030.    1,527,790.      MT  (+/- 180 meters Scaled)
 NK0328
 NK0328                          SUPERSEDED SURVEY CONTROL
 NK0328
 NK0328  NGVD 29 (??/??/92)  323.083  (m)         1059.98   (f) ADJ UNCH    1 2
 NK0328
 NK0328.Superseded values are not recommended for survey control.
 NK0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0328.See file dsdata.txt to determine how the superseded data were derived.
 NK0328
 NK0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG863522(NAD 83)
 NK0328_MARKER: DD = SURVEY DISK
 NK0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0328_STAMPING: 64-98
 NK0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0328+STABILITY: SURFACE MOTION
 NK0328
 NK0328  HISTORY     - Date     Condition        Report By
 NK0328  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0328  HISTORY     - 1934     GOOD             IAGS
 NK0328  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0328
 NK0328                          STATION DESCRIPTION
 NK0328
 NK0328'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0328'AT STATE CENTER.
 NK0328'AT STATE CENTER, MARSHALL COUNTY, ON THE ROAD BOUNDING THE
 NK0328'NORTH SIDE OF TOWN, NEAR THE SOUTH QUARTER CORNER OF SEC. 3,
 NK0328'T. 83 N., R 20 W., AT A ROAD JUNCTION, 60.6 FEET NORTH OF THE
 NK0328'SOUTHEAST CORNER POST AT THE JUNCTION, 95 FEET EAST OF POLE 7,
 NK0328'65.5 FEET NORTHWEST OF POWERLINE POLE 607, 18.4 FEET WEST OF
 NK0328'POLE 8, AND 1.2 FEET SOUTH OF THE NORTH FENCE.  A STATE SURVEY
 NK0328'STANDARD DISK, STAMPED 64-98 AND SET IN THE TOP OF A CONCRETE
 NK0328'POST.
 NK0328
 NK0328                          STATION RECOVERY (1975)
 NK0328
 NK0328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0329 ***********************************************************************
 NK0329  DESIGNATION -  64 99
 NK0329  PID         -  NK0329
 NK0329  STATE/COUNTY-  IA/MARSHALL
 NK0329  USGS QUAD   -  STATE CENTER (1976)
 NK0329
 NK0329                         *CURRENT SURVEY CONTROL
 NK0329  ___________________________________________________________________
 NK0329* NAD 83(1986)-  42 01 18.     (N)    093 09 35.     (W)     SCALED    
 NK0329* NAVD 88     -       324.482  (meters)    1064.57   (feet)  ADJUSTED  
 NK0329  ___________________________________________________________________
 NK0329  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 NK0329  DYNAMIC HT  -         324.354 (meters)    1064.15  (feet)  COMP
 NK0329  MODELED GRAV-     980,218.9   (mgal)                       NAVD 88
 NK0329
 NK0329  VERT ORDER  -  FIRST     CLASS II
 NK0329
 NK0329.The horizontal coordinates were scaled from a topographic map and have
 NK0329.an estimated accuracy of +/- 6 seconds.
 NK0329
 NK0329.The orthometric height was determined by differential leveling
 NK0329.and adjusted by the National Geodetic Survey in June 1991..
 NK0329
 NK0329.The geoid height was determined by GEOID03.
 NK0329
 NK0329.The dynamic height is computed by dividing the NAVD 88
 NK0329.geopotential number by the normal gravity value computed on the
 NK0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0329.degrees latitude (g = 980.6199 gals.).
 NK0329
 NK0329.The modeled gravity was interpolated from observed gravity values.
 NK0329
 NK0329;                    North         East    Units  Estimated Accuracy
 NK0329;SPC IA N     - 1,058,000.    1,528,180.      MT  (+/- 180 meters Scaled)
 NK0329
 NK0329                          SUPERSEDED SURVEY CONTROL
 NK0329
 NK0329  NGVD 29 (??/??/92)  324.448  (m)         1064.46   (f) ADJ UNCH    1 2
 NK0329
 NK0329.Superseded values are not recommended for survey control.
 NK0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0329.See file dsdata.txt to determine how the superseded data were derived.
 NK0329
 NK0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG867521(NAD 83)
 NK0329_MARKER: DD = SURVEY DISK
 NK0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0329_STAMPING: 64-99
 NK0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0329+STABILITY: SURFACE MOTION
 NK0329
 NK0329  HISTORY     - Date     Condition        Report By
 NK0329  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0329  HISTORY     - 1934     GOOD             IAGS
 NK0329  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0329
 NK0329                          STATION DESCRIPTION
 NK0329
 NK0329'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0329'AT STATE CENTER.
 NK0329'AT STATE CENTER, MARSHALL COUNTY, ON THE ROAD BOUNDING THE
 NK0329'NORTH SIDE OF TOWN, 1/4 MILE EAST OF THE NORTH QUARTER CORNER
 NK0329'OF SEC. 10, T 83 N., R 20 W., 125 FEET SOUTHEAST OF THE SOUTHEAST
 NK0329'CORNER OF A HOUSE ON THE NORTH SIDE OF THE ROAD, 70.9 FEET EAST
 NK0329'OF POWERLINE POLE 597, 21.5 FEET WEST OF POWERLINE POLE 596,
 NK0329'48 FEET SOUTH OF THE NORTH FENCE, AND 4.8 FEET NORTH OF THE
 NK0329'SOUTH FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 64-99 AND
 NK0329'SET IN THE TOP OF A CONCRETE POST.
 NK0329
 NK0329                          STATION RECOVERY (1975)
 NK0329
 NK0329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0215 ***********************************************************************
 MH0215  DESIGNATION -  65 634
 MH0215  PID         -  MH0215
 MH0215  STATE/COUNTY-  IA/STORY
 MH0215  USGS QUAD   -  MAXWELL (1975)
 MH0215
 MH0215                         *CURRENT SURVEY CONTROL
 MH0215  ___________________________________________________________________
 MH0215* NAD 83(1986)-  41 59 39.     (N)    093 29 09.     (W)     SCALED    
 MH0215* NAVD 88     -       294.87   (+/-2cm)     967.4    (feet)  VERTCON   
 MH0215  ___________________________________________________________________
 MH0215  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 MH0215
 MH0215  VERT ORDER  -  ? (See Below)
 MH0215
 MH0215.The horizontal coordinates were scaled from a topographic map and have
 MH0215.an estimated accuracy of +/- 6 seconds.
 MH0215
 MH0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0215.The vertical order pertains to the NGVD 29 superseded value.
 MH0215
 MH0215.The geoid height was determined by GEOID03.
 MH0215
 MH0215;                    North         East    Units  Estimated Accuracy
 MH0215;SPC IA N     - 1,054,890.    1,501,170.      MT  (+/- 180 meters Scaled)
 MH0215
 MH0215                          SUPERSEDED SURVEY CONTROL
 MH0215
 MH0215  NGVD 29 (??/??/92)  294.838  (m)          967.31   (f) ADJ UNCH    ?  
 MH0215
 MH0215.Superseded values are not recommended for survey control.
 MH0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0215.See file dsdata.txt to determine how the superseded data were derived.
 MH0215
 MH0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG597492(NAD 83)
 MH0215_MARKER: DD = SURVEY DISK
 MH0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0215_STAMPING: 65-634
 MH0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0215+STABILITY: SURFACE MOTION
 MH0215
 MH0215  HISTORY     - Date     Condition        Report By
 MH0215  HISTORY     - UNK      MONUMENTED       IAGS
 MH0215  HISTORY     - 1942     GOOD             IAGS
 MH0215
 MH0215                          STATION DESCRIPTION
 MH0215
 MH0215'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1942
 MH0215'2.4 MI SW FROM NEVADA.
 MH0215'2.4 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0215'RAILWAY FROM THE STATION AT NEVADA, STORY COUNTY, 0.1 MILE WEST
 MH0215'OF THE SOUTHEAST CORNER OF SEC. 14, T.83 N., R.23 W., AT A
 MH0215'SECTION-LINE-ROAD CROSSING, 125 FEET NORTHEAST OF POLE 104+20,
 MH0215'60.4 FEET NORTH OF A WHISTLE POST, 42 FEET WEST OF A POLE, 35
 MH0215'FEET WEST OF A CROSSING SIGN, 8 FEET SOUTHEAST OF A POLE, 5 FEET
 MH0215'NORTHWEST OF THE NORTHWEST RAIL, AND 2 FEET NORTHEAST OF A WHITE
 MH0215'WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED
 MH0215'65-634 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0394 ***********************************************************************
 NL0394  DESIGNATION -  67 269
 NL0394  PID         -  NL0394
 NL0394  STATE/COUNTY-  IA/MONONA
 NL0394  USGS QUAD   -  SMITHLAND (1969)
 NL0394
 NL0394                         *CURRENT SURVEY CONTROL
 NL0394  ___________________________________________________________________
 NL0394* NAD 83(1986)-  42 10 11.     (N)    095 58 13.     (W)     SCALED    
 NL0394* NAVD 88     -       324.538  (meters)    1064.76   (feet)  ADJUSTED  
 NL0394  ___________________________________________________________________
 NL0394  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 NL0394  DYNAMIC HT  -         324.421 (meters)    1064.37  (feet)  COMP
 NL0394  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 NL0394
 NL0394  VERT ORDER  -  SECOND    CLASS 0
 NL0394
 NL0394.The horizontal coordinates were scaled from a topographic map and have
 NL0394.an estimated accuracy of +/- 6 seconds.
 NL0394
 NL0394.The orthometric height was determined by differential leveling
 NL0394.and adjusted by the National Geodetic Survey in June 1991..
 NL0394
 NL0394.The geoid height was determined by GEOID03.
 NL0394
 NL0394.The dynamic height is computed by dividing the NAVD 88
 NL0394.geopotential number by the normal gravity value computed on the
 NL0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0394.degrees latitude (g = 980.6199 gals.).
 NL0394
 NL0394.The modeled gravity was interpolated from observed gravity values.
 NL0394
 NL0394;                    North         East    Units  Estimated Accuracy
 NL0394;SPC IA N     - 1,077,370.    1,295,910.      MT  (+/- 180 meters Scaled)
 NL0394
 NL0394                          SUPERSEDED SURVEY CONTROL
 NL0394
 NL0394  NGVD 29 (??/??/92)  324.393  (m)         1064.28   (f) ADJ UNCH    2 0
 NL0394
 NL0394.Superseded values are not recommended for survey control.
 NL0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0394.See file dsdata.txt to determine how the superseded data were derived.
 NL0394
 NL0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG546728(NAD 83)
 NL0394_MARKER: DD = SURVEY DISK
 NL0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0394_STAMPING: 67-269
 NL0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0394+STABILITY: SURFACE MOTION
 NL0394
 NL0394  HISTORY     - Date     Condition        Report By
 NL0394  HISTORY     - UNK      MONUMENTED       IOWAGS
 NL0394  HISTORY     - 1949     GOOD             NGS
 NL0394
 NL0394                          STATION DESCRIPTION
 NL0394
 NL0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NL0394'1.1 MI NW FROM TICONIC.
 NL0394'0.1 MILE NORTH ALONG A GRAVELED ROAD FROM THE METHODIST CHURCH
 NL0394'AT TICONIC, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, 30
 NL0394'FEET EAST OF THE NORTHEAST CORNER OF A STEEL BRIDGE OVER UPPER
 NL0394'SIOUX DITCH, 21 FEET NORTH OF THE CENTER LINE OF THE GRAVELED
 NL0394'ROAD, 9.0 FEET NORTHWEST OF THE CENTER LINE OF THE EAST LEVEE
 NL0394'OF THE UPPER SIOUX DITCH, 1.7 FEET NORTHWEST OF A WITNESS POST,
 NL0394'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 NL0394'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0386 ***********************************************************************
 NM0386  DESIGNATION -  67 41
 NM0386  PID         -  NM0386
 NM0386  STATE/COUNTY-  IA/MONONA
 NM0386  USGS QUAD   -  HORNICK (1969)
 NM0386
 NM0386                         *CURRENT SURVEY CONTROL
 NM0386  ___________________________________________________________________
 NM0386* NAD 83(1986)-  42 09 21.     (N)    096 04 43.     (W)     SCALED    
 NM0386* NAVD 88     -       321.535  (meters)    1054.90   (feet)  ADJUSTED  
 NM0386  ___________________________________________________________________
 NM0386  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 NM0386  DYNAMIC HT  -         321.423 (meters)    1054.54  (feet)  COMP
 NM0386  MODELED GRAV-     980,264.7   (mgal)                       NAVD 88
 NM0386
 NM0386  VERT ORDER  -  SECOND    CLASS 0
 NM0386
 NM0386.The horizontal coordinates were scaled from a topographic map and have
 NM0386.an estimated accuracy of +/- 6 seconds.
 NM0386
 NM0386.The orthometric height was determined by differential leveling
 NM0386.and adjusted by the National Geodetic Survey in June 1991..
 NM0386
 NM0386.The geoid height was determined by GEOID03.
 NM0386
 NM0386.The dynamic height is computed by dividing the NAVD 88
 NM0386.geopotential number by the normal gravity value computed on the
 NM0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0386.degrees latitude (g = 980.6199 gals.).
 NM0386
 NM0386.The modeled gravity was interpolated from observed gravity values.
 NM0386
 NM0386;                    North         East    Units  Estimated Accuracy
 NM0386;SPC IA N     - 1,076,100.    1,286,920.      MT  (+/- 180 meters Scaled)
 NM0386
 NM0386                          SUPERSEDED SURVEY CONTROL
 NM0386
 NM0386  NGVD 29 (??/??/92)  321.391  (m)         1054.43   (f) ADJ UNCH    2 0
 NM0386
 NM0386.Superseded values are not recommended for survey control.
 NM0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0386.See file dsdata.txt to determine how the superseded data were derived.
 NM0386
 NM0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM413712(NAD 83)
 NM0386_MARKER: DB = BENCH MARK DISK
 NM0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0386_STAMPING: 41 67
 NM0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0386+STABILITY: SURFACE MOTION
 NM0386
 NM0386  HISTORY     - Date     Condition        Report By
 NM0386  HISTORY     - UNK      MONUMENTED       IAGS
 NM0386  HISTORY     - 1949     GOOD             NGS
 NM0386  HISTORY     - 1981     GOOD             LOCENG
 NM0386
 NM0386                          STATION DESCRIPTION
 NM0386
 NM0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0386'6.9 MI NE FROM WHITING.
 NM0386'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND
 NM0386'NORTH WESTERN RAILROAD STATION AT WHITING, THENCE 1.6 MILES
 NM0386'EAST ALONG COUNTY ROAD E, THENCE 0.5 MILE NORTH ALONG COUNTY
 NM0386'ROAD E, THENCE 3.0 MILES EAST ALONG COUNTY ROAD E, 0.15 MILE
 NM0386'EAST OF THE FARMHOUSE BELONGING TO CLAUD BLAKENSHIP AND OCCUPIED
 NM0386'BY H.H. ERWIN, 110 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM0386'ROAD, 86.0 FEET WEST OF THE WEST END OF A 4-FOOT IRON PIPE
 NM0386'CULVERT, 39 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 NM0386'1.3 FEET SOUTH OF A FENCE, 1.1 FEET EAST OF A REFERENCE POST,
 NM0386'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NM0386'THE GROUND.
 NM0386
 NM0386                          STATION RECOVERY (1981)
 NM0386
 NM0386'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 NM0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0101 ***********************************************************************
 NM0101  DESIGNATION -  67 47
 NM0101  PID         -  NM0101
 NM0101  STATE/COUNTY-  IA/MONONA
 NM0101  USGS QUAD   -  SLOAN (1969)
 NM0101
 NM0101                         *CURRENT SURVEY CONTROL
 NM0101  ___________________________________________________________________
 NM0101* NAD 83(1986)-  42 08 07.     (N)    096 09 22.     (W)     SCALED    
 NM0101* NAVD 88     -       322.527  (meters)    1058.16   (feet)  ADJUSTED  
 NM0101  ___________________________________________________________________
 NM0101  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 NM0101  DYNAMIC HT  -         322.415 (meters)    1057.79  (feet)  COMP
 NM0101  MODELED GRAV-     980,266.0   (mgal)                       NAVD 88
 NM0101
 NM0101  VERT ORDER  -  FIRST     CLASS II
 NM0101
 NM0101.The horizontal coordinates were scaled from a topographic map and have
 NM0101.an estimated accuracy of +/- 6 seconds.
 NM0101
 NM0101.The orthometric height was determined by differential leveling
 NM0101.and adjusted by the National Geodetic Survey in June 1991..
 NM0101
 NM0101.The geoid height was determined by GEOID03.
 NM0101
 NM0101.The dynamic height is computed by dividing the NAVD 88
 NM0101.geopotential number by the normal gravity value computed on the
 NM0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0101.degrees latitude (g = 980.6199 gals.).
 NM0101
 NM0101.The modeled gravity was interpolated from observed gravity values.
 NM0101
 NM0101;                    North         East    Units  Estimated Accuracy
 NM0101;SPC IA N     - 1,074,010.    1,280,450.      MT  (+/- 180 meters Scaled)
 NM0101
 NM0101                          SUPERSEDED SURVEY CONTROL
 NM0101
 NM0101  NGVD 29 (??/??/92)  322.390  (m)         1057.71   (f) ADJ UNCH    1 2
 NM0101
 NM0101.Superseded values are not recommended for survey control.
 NM0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0101.See file dsdata.txt to determine how the superseded data were derived.
 NM0101
 NM0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM350687(NAD 83)
 NM0101_MARKER: DD = SURVEY DISK
 NM0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0101_STAMPING: 67 47
 NM0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0101+STABILITY: SURFACE MOTION
 NM0101
 NM0101  HISTORY     - Date     Condition        Report By
 NM0101  HISTORY     - UNK      MONUMENTED       IAGS
 NM0101  HISTORY     - 1948     GOOD             NGS
 NM0101  HISTORY     - 19890831 MARK NOT FOUND   NGS
 NM0101
 NM0101                          STATION DESCRIPTION
 NM0101
 NM0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0101'0.6 MI NW FROM WHITING.
 NM0101'0.65 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0101'FROM THE STTION AT WHITING, 0.1 MILE NORTHEAST OF A FARMHOUSE,
 NM0101'120.0 FEET NORTHEAST OF THE EAST END OF A ROW OF ELM TREES,
 NM0101'45.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AT A PRIVATE ROAD
 NM0101'CROSSING, 440.0 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE
 NM0101'ROAD LEADING SOUTHWEST, 2.5 NORTHEAST OF A FENCE, 1.4 FEET
 NM0101'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NM0101'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 NM0101
 NM0101                          STATION RECOVERY (1989)
 NM0101
 NM0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0101'THERE IS NOW A LARGE DITCH AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0037 ***********************************************************************
 MH0037  DESIGNATION -  7
 MH0037  PID         -  MH0037
 MH0037  STATE/COUNTY-  IA/TAMA
 MH0037  USGS QUAD   -  ELBERON (1971)
 MH0037
 MH0037                         *CURRENT SURVEY CONTROL
 MH0037  ___________________________________________________________________
 MH0037* NAD 83(1986)-  42 00 04.     (N)    092 20 02.     (W)     SCALED    
 MH0037* NAVD 88     -       248.830  (meters)     816.37   (feet)  ADJUSTED  
 MH0037  ___________________________________________________________________
 MH0037  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MH0037  DYNAMIC HT  -         248.742 (meters)     816.08  (feet)  COMP
 MH0037  MODELED GRAV-     980,263.1   (mgal)                       NAVD 88
 MH0037
 MH0037  VERT ORDER  -  SECOND    CLASS 0
 MH0037
 MH0037.The horizontal coordinates were scaled from a topographic map and have
 MH0037.an estimated accuracy of +/- 6 seconds.
 MH0037
 MH0037.The orthometric height was determined by differential leveling
 MH0037.and adjusted by the National Geodetic Survey in June 1991..
 MH0037
 MH0037.The geoid height was determined by GEOID03.
 MH0037
 MH0037.The dynamic height is computed by dividing the NAVD 88
 MH0037.geopotential number by the normal gravity value computed on the
 MH0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0037.degrees latitude (g = 980.6199 gals.).
 MH0037
 MH0037.The modeled gravity was interpolated from observed gravity values.
 MH0037
 MH0037;                    North         East    Units  Estimated Accuracy
 MH0037;SPC IA N     - 1,056,330.    1,596,610.      MT  (+/- 180 meters Scaled)
 MH0037
 MH0037                          SUPERSEDED SURVEY CONTROL
 MH0037
 MH0037  NGVD 29 (??/??/92)  248.831  (m)          816.37   (f) ADJ UNCH    2 0
 MH0037
 MH0037.Superseded values are not recommended for survey control.
 MH0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0037.See file dsdata.txt to determine how the superseded data were derived.
 MH0037
 MH0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG551501(NAD 83)
 MH0037_MARKER: R = RIVET
 MH0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0037_SP_SET: CONCRETE SIGNAL BASE
 MH0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0037
 MH0037  HISTORY     - Date     Condition        Report By
 MH0037  HISTORY     - UNK      MONUMENTED       CNWRR
 MH0037  HISTORY     - 1934     GOOD             NGS
 MH0037
 MH0037                          STATION DESCRIPTION
 MH0037
 MH0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0037'0.6 MI S FROM ELBERON.
 MH0037'0.6 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MH0037'FROM THE STATION AT ELBERON, TAMA COUNTY, OPPOSITE THE NORTH-BOUND
 MH0037'DISTANT SIGNAL FOR THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MH0037'RAILROAD CROSSING, AND IN THE NORTHEAST CORNER OF A CONCRETE
 MH0037'SIGNAL BASE.  A MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0510 ***********************************************************************
 MG0510  DESIGNATION -  7
 MG0510  PID         -  MG0510
 MG0510  STATE/COUNTY-  IA/JOHNSON
 MG0510  USGS QUAD   -  HILLS (1983)
 MG0510
 MG0510                         *CURRENT SURVEY CONTROL
 MG0510  ___________________________________________________________________
 MG0510* NAD 83(1986)-  41 31 09.     (N)    091 32 29.     (W)     SCALED    
 MG0510* NAVD 88     -       217.571  (meters)     713.81   (feet)  ADJUSTED  
 MG0510  ___________________________________________________________________
 MG0510  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 MG0510  DYNAMIC HT  -         217.486 (meters)     713.54  (feet)  COMP
 MG0510  MODELED GRAV-     980,227.6   (mgal)                       NAVD 88
 MG0510
 MG0510  VERT ORDER  -  FIRST     CLASS II
 MG0510
 MG0510.The horizontal coordinates were scaled from a topographic map and have
 MG0510.an estimated accuracy of +/- 6 seconds.
 MG0510
 MG0510.The orthometric height was determined by differential leveling
 MG0510.and adjusted by the National Geodetic Survey in June 1991..
 MG0510
 MG0510.The geoid height was determined by GEOID03.
 MG0510
 MG0510.The dynamic height is computed by dividing the NAVD 88
 MG0510.geopotential number by the normal gravity value computed on the
 MG0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0510.degrees latitude (g = 980.6199 gals.).
 MG0510
 MG0510.The modeled gravity was interpolated from observed gravity values.
 MG0510
 MG0510;                    North         East    Units  Estimated Accuracy
 MG0510;SPC IA S     -   170,540.      663,470.      MT  (+/- 180 meters Scaled)
 MG0510
 MG0510                          SUPERSEDED SURVEY CONTROL
 MG0510
 MG0510  NGVD 29 (??/??/92)  217.61   (m)          713.9    (f) COMPUTED    1 2
 MG0510
 MG0510.Superseded values are not recommended for survey control.
 MG0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0510.See file dsdata.txt to determine how the superseded data were derived.
 MG0510
 MG0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF217974(NAD 83)
 MG0510_MARKER: B = BOLT
 MG0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0510_SP_SET: CULVERT
 MG0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0510+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 MG0510
 MG0510  HISTORY     - Date     Condition        Report By
 MG0510  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0510  HISTORY     - 1935     GOOD             IAHD
 MG0510  HISTORY     - 20051009 GOOD             GEOCAC
 MG0510
 MG0510                          STATION DESCRIPTION
 MG0510
 MG0510'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1935
 MG0510'2.5 MI S FROM HILLS.
 MG0510'2-1/2 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE JUNCTION OF
 MG0510'COUNTY ROAD G AT HILLS, JOHNSON COUNTY, 1/2 MILE NORTH OF THE
 MG0510'WASHINGTON-JOHNSON COUNTY LINE, AT PAVEMENT STATION 1343+29,
 MG0510'AT AN 18-INCH TILE CULVERT, IN THE CENTER OF THE TOP OF THE EAST
 MG0510'HEAD WALL, AND 22 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 MG0510'BOLT.
 MG0510
 MG0510                          STATION RECOVERY (2005)
 MG0510
 MG0510'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0510'FOUND SQUARE HEAD BOLT IN CULVERT EAST HEADWALL, NEAR HOUSE AT 5680
 MG0510'OAK CREST HILL RD WHICH IS OLD 218 AND JOHNSON COUNTY W64, UPHILL FROM
 MG0510'DRIVEWAY AND STATION SIGN 1345. HANDHELD COORDINATES N41 31 10.0 W091
 MG0510'32 29.9, SKY MOSTLY OBSCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0601 ***********************************************************************
 MG0601  DESIGNATION -  7
 MG0601  PID         -  MG0601
 MG0601  STATE/COUNTY-  IA/LINN
 MG0601  USGS QUAD   -  FAIRFAX (1993)
 MG0601
 MG0601                         *CURRENT SURVEY CONTROL
 MG0601  ___________________________________________________________________
 MG0601* NAD 83(1986)-  41 55 02.     (N)    091 49 57.     (W)     SCALED    
 MG0601* NAVD 88     -       234.728  (meters)     770.10   (feet)  ADJUSTED  
 MG0601  ___________________________________________________________________
 MG0601  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 MG0601  DYNAMIC HT  -         234.644 (meters)     769.83  (feet)  COMP
 MG0601  MODELED GRAV-     980,255.4   (mgal)                       NAVD 88
 MG0601
 MG0601  VERT ORDER  -  SECOND    CLASS 0
 MG0601
 MG0601.The horizontal coordinates were scaled from a topographic map and have
 MG0601.an estimated accuracy of +/- 6 seconds.
 MG0601
 MG0601.The orthometric height was determined by differential leveling
 MG0601.and adjusted by the National Geodetic Survey in June 1991..
 MG0601
 MG0601.The geoid height was determined by GEOID03.
 MG0601
 MG0601.The dynamic height is computed by dividing the NAVD 88
 MG0601.geopotential number by the normal gravity value computed on the
 MG0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0601.degrees latitude (g = 980.6199 gals.).
 MG0601
 MG0601.The modeled gravity was interpolated from observed gravity values.
 MG0601
 MG0601;                    North         East    Units  Estimated Accuracy
 MG0601;SPC IA N     - 1,047,710.    1,638,330.      MT  (+/- 180 meters Scaled)
 MG0601
 MG0601                          SUPERSEDED SURVEY CONTROL
 MG0601
 MG0601  NGVD 29 (??/??/92)  234.740  (m)          770.14   (f) ADJ UNCH    2 0
 MG0601
 MG0601.Superseded values are not recommended for survey control.
 MG0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0601.See file dsdata.txt to determine how the superseded data were derived.
 MG0601
 MG0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG968412(NAD 83)
 MG0601_MARKER: R = RIVET
 MG0601_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0601_SP_SET: ABUTMENT
 MG0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0601
 MG0601  HISTORY     - Date     Condition        Report By
 MG0601  HISTORY     - UNK      MONUMENTED       CNWRR
 MG0601  HISTORY     - 1934     GOOD             NGS
 MG0601  HISTORY     - 20040830 POOR             GEOCAC
 MG0601
 MG0601                          STATION DESCRIPTION
 MG0601
 MG0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0601'4.7 MI NE FROM NORWAY.
 MG0601'IN LINN COUNTY, 4.9 MILES NORTHEAST ALONG THE CHICAGO AND
 MG0601'NORTH WESTERN RAILWAY FROM THE STATION AT NORWAY, BENTON COUNTY,
 MG0601'15 POLES EAST OF MILEPOST 93, AT A ROAD CROSSING, 21 FEET WEST
 MG0601'OF THE CENTERLINE OF THE ROAD, A 25-FOOT STEEL BRIDGE 258, IN
 MG0601'THE NORTHEAST CORNER OF THE EAST STONE ABUTMENT, 10 FEET NORTH
 MG0601'OF THE CENTERLINE OF THE NORTH TRACK, AND 1 FOOT LOWER THAN THE
 MG0601'RAIL.  AN IRON RIVET.
 MG0601
 MG0601                          STATION RECOVERY (2004)
 MG0601
 MG0601'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MG0601'THE BRIDGE DESCRIBED HAS BEEN REPLACED WITH A CULVERT.  IF THE MARK
 MG0601'SURVIVES, IT IS BURIED UNDER QUITE A BIT OF FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0077 ***********************************************************************
 NK0077  DESIGNATION -  7 1
 NK0077  PID         -  NK0077
 NK0077  STATE/COUNTY-  IA/BLACK HAWK
 NK0077  USGS QUAD   -  LA PORTE CITY (1971)
 NK0077
 NK0077                         *CURRENT SURVEY CONTROL
 NK0077  ___________________________________________________________________
 NK0077* NAD 83(1986)-  42 18 55.     (N)    092 11 10.     (W)     SCALED    
 NK0077* NAVD 88     -       249.589  (meters)     818.86   (feet)  ADJUSTED  
 NK0077  ___________________________________________________________________
 NK0077  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 NK0077  DYNAMIC HT  -         249.512 (meters)     818.61  (feet)  COMP
 NK0077  MODELED GRAV-     980,305.2   (mgal)                       NAVD 88
 NK0077
 NK0077  VERT ORDER  -  FIRST     CLASS II
 NK0077
 NK0077.The horizontal coordinates were scaled from a topographic map and have
 NK0077.an estimated accuracy of +/- 6 seconds.
 NK0077
 NK0077.The orthometric height was determined by differential leveling
 NK0077.and adjusted by the National Geodetic Survey in June 1991..
 NK0077
 NK0077.The geoid height was determined by GEOID03.
 NK0077
 NK0077.The dynamic height is computed by dividing the NAVD 88
 NK0077.geopotential number by the normal gravity value computed on the
 NK0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0077.degrees latitude (g = 980.6199 gals.).
 NK0077
 NK0077.The modeled gravity was interpolated from observed gravity values.
 NK0077
 NK0077;                    North         East    Units  Estimated Accuracy
 NK0077;SPC IA N     - 1,091,400.    1,608,310.      MT  (+/- 180 meters Scaled)
 NK0077
 NK0077                          SUPERSEDED SURVEY CONTROL
 NK0077
 NK0077  NGVD 29 (??/??/92)  249.613  (m)          818.94   (f) ADJ UNCH    1 2
 NK0077
 NK0077.Superseded values are not recommended for survey control.
 NK0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0077.See file dsdata.txt to determine how the superseded data were derived.
 NK0077
 NK0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG670851(NAD 83)
 NK0077_MARKER: DD = SURVEY DISK
 NK0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0077_SP_SET: WALL
 NK0077_STAMPING: 7-1
 NK0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0077
 NK0077  HISTORY     - Date     Condition        Report By
 NK0077  HISTORY     - UNK      MONUMENTED       IAGS
 NK0077  HISTORY     - 1935     GOOD             IAGS
 NK0077  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NK0077
 NK0077                          STATION DESCRIPTION
 NK0077
 NK0077'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 NK0077'AT LA PORTE CITY.
 NK0077'AT LA PORTE CITY, BLACK HAWK COUNTY, AT THE CHICAGO, ROCK ISLAND
 NK0077'AND PACIFIC RAILWAY STATION, IN FRONT OF THE OFFICE WINDOW,
 NK0077'AND IN THE TOP OF THE CONCRETE WALL OF A BASEMENT-WINDOW GRILL.
 NK0077'A STATE SURVEY STANDARD DISK, STAMPED 7-1.
 NK0077
 NK0077                          STATION RECOVERY (1988)
 NK0077
 NK0077'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLM)
 NK0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0082 ***********************************************************************
 NK0082  DESIGNATION -  7 4
 NK0082  PID         -  NK0082
 NK0082  STATE/COUNTY-  IA/BLACK HAWK
 NK0082  USGS QUAD   -  WATERLOO SOUTH (1972)
 NK0082
 NK0082                         *CURRENT SURVEY CONTROL
 NK0082  ___________________________________________________________________
 NK0082* NAD 83(1986)-  42 26 36.     (N)    092 17 13.     (W)     SCALED    
 NK0082* NAVD 88     -       255.834  (meters)     839.35   (feet)  ADJUSTED  
 NK0082  ___________________________________________________________________
 NK0082  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 NK0082  DYNAMIC HT  -         255.755 (meters)     839.09  (feet)  COMP
 NK0082  MODELED GRAV-     980,306.5   (mgal)                       NAVD 88
 NK0082
 NK0082  VERT ORDER  -  FIRST     CLASS II
 NK0082
 NK0082.The horizontal coordinates were scaled from a topographic map and have
 NK0082.an estimated accuracy of +/- 6 seconds.
 NK0082
 NK0082.The orthometric height was determined by differential leveling
 NK0082.and adjusted by the National Geodetic Survey in June 1991..
 NK0082
 NK0082.The geoid height was determined by GEOID03.
 NK0082
 NK0082.The dynamic height is computed by dividing the NAVD 88
 NK0082.geopotential number by the normal gravity value computed on the
 NK0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0082.degrees latitude (g = 980.6199 gals.).
 NK0082
 NK0082.The modeled gravity was interpolated from observed gravity values.
 NK0082
 NK0082;                    North         East    Units  Estimated Accuracy
 NK0082;SPC IA N     - 1,105,500.    1,599,790.      MT  (+/- 180 meters Scaled)
 NK0082
 NK0082                          SUPERSEDED SURVEY CONTROL
 NK0082
 NK0082  NGVD 29 (??/??/92)  255.853  (m)          839.41   (f) ADJ UNCH    1 2
 NK0082
 NK0082.Superseded values are not recommended for survey control.
 NK0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0082.See file dsdata.txt to determine how the superseded data were derived.
 NK0082
 NK0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG586992(NAD 83)
 NK0082_MARKER: DD = SURVEY DISK
 NK0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0082_SP_SET: CULVERT
 NK0082_STAMPING: 7-4
 NK0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NK0082+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2001
 NK0082
 NK0082  HISTORY     - Date     Condition        Report By
 NK0082  HISTORY     - UNK      MONUMENTED       IAGS
 NK0082  HISTORY     - 1934     GOOD             IAGS
 NK0082  HISTORY     - 20011101 GOOD             BHCIAE
 NK0082
 NK0082                          STATION DESCRIPTION
 NK0082
 NK0082'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0082'2.2 MI N FROM WASHBURN.
 NK0082'2-1/4 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0082'RAILWAY FROM WASHBURN, BLACK HAWK COUNTY, OPPOSITE THE FIRST
 NK0082'POLE SOUTH OF POLE 145+30, AT A 5-FOOT CULVERT, AND IN THE
 NK0082'TOP OF THE SOUTH END OF THE WEST HEAD WALL.  A STATE SURVEY
 NK0082'STANDARD DISK, STAMPED 7-4.
 NK0082
 NK0082                          STATION RECOVERY (2001)
 NK0082
 NK0082'RECOVERY NOTE BY BLACK HAWK COUNTY IOWA ENGINEER 2001 (GAT)
 NK0082'LOCATED FROM INTERSECTION OF EAST SHAULIS ROAD AND STATE HIGHWAY 218,
 NK0082' 
 NK0082'EAST ABOUT 3/4 MILE ALONG SHAULIS ROAD TO NOW IOWA NORTHERN RY. CO.
 NK0082'CROSSING.  NORTHERLY ALONG RAILROAD ABOUT 300 FT. TO CONCRETE BOX
 NK0082'CULVERT.  FOUND STANDARD DISK STAMPED 7-4 AT SOUTH END OF THE WEST
 NK0082'HEADWALL.
 NK0082' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0083 ***********************************************************************
 NK0083  DESIGNATION -  7 5
 NK0083  PID         -  NK0083
 NK0083  STATE/COUNTY-  IA/BLACK HAWK
 NK0083  USGS QUAD   -  WATERLOO SOUTH (1972)
 NK0083
 NK0083                         *CURRENT SURVEY CONTROL
 NK0083  ___________________________________________________________________
 NK0083* NAD 83(1986)-  42 27 24.     (N)    092 18 37.     (W)     SCALED    
 NK0083* NAVD 88     -       255.887  (meters)     839.52   (feet)  ADJUSTED  
 NK0083  ___________________________________________________________________
 NK0083  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 NK0083  DYNAMIC HT  -         255.807 (meters)     839.26  (feet)  COMP
 NK0083  MODELED GRAV-     980,304.6   (mgal)                       NAVD 88
 NK0083
 NK0083  VERT ORDER  -  FIRST     CLASS II
 NK0083
 NK0083.The horizontal coordinates were scaled from a topographic map and have
 NK0083.an estimated accuracy of +/- 6 seconds.
 NK0083
 NK0083.The orthometric height was determined by differential leveling
 NK0083.and adjusted by the National Geodetic Survey in June 1991..
 NK0083
 NK0083.The geoid height was determined by GEOID03.
 NK0083
 NK0083.The dynamic height is computed by dividing the NAVD 88
 NK0083.geopotential number by the normal gravity value computed on the
 NK0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0083.degrees latitude (g = 980.6199 gals.).
 NK0083
 NK0083.The modeled gravity was interpolated from observed gravity values.
 NK0083
 NK0083;                    North         East    Units  Estimated Accuracy
 NK0083;SPC IA N     - 1,106,950.    1,597,850.      MT  (+/- 180 meters Scaled)
 NK0083
 NK0083                          SUPERSEDED SURVEY CONTROL
 NK0083
 NK0083  NGVD 29 (??/??/92)  255.904  (m)          839.58   (f) ADJ UNCH    1 2
 NK0083
 NK0083.Superseded values are not recommended for survey control.
 NK0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0083.See file dsdata.txt to determine how the superseded data were derived.
 NK0083
 NK0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH567007(NAD 83)
 NK0083_MARKER: DD = SURVEY DISK
 NK0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0083_SP_SET: CULVERT
 NK0083_STAMPING: 7-5
 NK0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0083
 NK0083  HISTORY     - Date     Condition        Report By
 NK0083  HISTORY     - UNK      MONUMENTED       IAGS
 NK0083  HISTORY     - 1934     GOOD             IAGS
 NK0083  HISTORY     - 20020320 MARK NOT FOUND   BHCIAE
 NK0083
 NK0083                          STATION DESCRIPTION
 NK0083
 NK0083'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0083'3.3 MI SE FROM WATERLOO.
 NK0083'3.3 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0083'RAILWAY FROM WATERLOO, BLACK HAWK COUNTY, 0.3 MILE NORTH OF THE
 NK0083'YARD-LIMIT SIGN, 1-1/4 MILES SOUTH OF THE COAL CHUTES, 900 FEET
 NK0083'SOUTH OF POLE 147+10, AT AN 8- BY 10-FOOT STONE-ARCH CULVERT,
 NK0083'AND IN THE TOP OF THE SOUTH WING WALL OF THE WEST END.  A STATE
 NK0083'SURVEY STANDARD DISK, STAMPED 7-5.
 NK0083
 NK0083                          STATION RECOVERY (2002)
 NK0083
 NK0083'RECOVERY NOTE BY BLACK HAWK COUNTY IOWA ENGINEER 2002 (GAT)
 NK0083'MONUMENT IS BELIEVED DESTROYED BY REPLACMENT WITH NEW BRIDGE STRUCTURE
 NK0083'AT LOCATION, HOWEVER NOT VERIFIED WITH RAILROAD COMPANY.
 NK0083'PREV. DESCRIPTION PLACES STRUCTURE ON R.R. ALONG E. SIDE OF TEXAS ST.
 NK0083' 
 NK0083'LOCATED S. OF ASPRO ASPHALT PLANT, AT CEDAR RIVER'S BEND.  STONE-ARCH
 NK0083' 
 NK0083'LOCATED S. OF NEW STRUCTURE.  EXCAVATED HEADWALL AND FOUND NOTHING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0084 ***********************************************************************
 NK0084  DESIGNATION -  7 6
 NK0084  PID         -  NK0084
 NK0084  STATE/COUNTY-  IA/BLACK HAWK
 NK0084  USGS QUAD   -  WATERLOO SOUTH (1972)
 NK0084
 NK0084                         *CURRENT SURVEY CONTROL
 NK0084  ___________________________________________________________________
 NK0084* NAD 83(1986)-  42 28 51.     (N)    092 19 23.     (W)     SCALED    
 NK0084* NAVD 88     -       260.130  (meters)     853.44   (feet)  ADJUSTED  
 NK0084  ___________________________________________________________________
 NK0084  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 NK0084  DYNAMIC HT  -         260.049 (meters)     853.18  (feet)  COMP
 NK0084  MODELED GRAV-     980,303.1   (mgal)                       NAVD 88
 NK0084
 NK0084  VERT ORDER  -  FIRST     CLASS II
 NK0084
 NK0084.The horizontal coordinates were scaled from a topographic map and have
 NK0084.an estimated accuracy of +/- 6 seconds.
 NK0084
 NK0084.The orthometric height was determined by differential leveling
 NK0084.and adjusted by the National Geodetic Survey in June 1991..
 NK0084
 NK0084.The geoid height was determined by GEOID03.
 NK0084
 NK0084.The dynamic height is computed by dividing the NAVD 88
 NK0084.geopotential number by the normal gravity value computed on the
 NK0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0084.degrees latitude (g = 980.6199 gals.).
 NK0084
 NK0084.The modeled gravity was interpolated from observed gravity values.
 NK0084
 NK0084;                    North         East    Units  Estimated Accuracy
 NK0084;SPC IA N     - 1,109,620.    1,596,770.      MT  (+/- 180 meters Scaled)
 NK0084
 NK0084                          SUPERSEDED SURVEY CONTROL
 NK0084
 NK0084  NGVD 29 (??/??/92)  260.146  (m)          853.50   (f) ADJ UNCH    1 2
 NK0084
 NK0084.Superseded values are not recommended for survey control.
 NK0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0084.See file dsdata.txt to determine how the superseded data were derived.
 NK0084
 NK0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH556033(NAD 83)
 NK0084_MARKER: DD = SURVEY DISK
 NK0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0084_SP_SET: CULVERT
 NK0084_STAMPING: 7-6
 NK0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0084
 NK0084  HISTORY     - Date     Condition        Report By
 NK0084  HISTORY     - UNK      MONUMENTED       IAGS
 NK0084  HISTORY     - 1934     GOOD             IAGS
 NK0084
 NK0084                          STATION DESCRIPTION
 NK0084
 NK0084'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0084'AT WATERLOO.
 NK0084'AT WATERLOO, BLACK HAWK COUNTY, ON THE CHICAGO, ROCK ISLAND
 NK0084'AND PACIFIC RAILWAY, 400 FEET NORTHWEST OF THE RUSSEL SERVICE
 NK0084'STATION ON U.S. HIGHWAY 218, 507 FEET NORTHWEST OF MILEPOST
 NK0084'149, AT A STONE CULVERT, AND IN THE TOP OF THE SOUTH HEAD WALL.
 NK0084'A STATE SURVEY STANDARD DISK, STAMPED 7-6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0574 ***********************************************************************
 MJ0574  DESIGNATION -  70 78
 MJ0574  PID         -  MJ0574
 MJ0574  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0574  USGS QUAD   -  NEOLA (1994)
 MJ0574
 MJ0574                         *CURRENT SURVEY CONTROL
 MJ0574  ___________________________________________________________________
 MJ0574* NAD 83(1986)-  41 28 03.     (N)    095 32 26.     (W)     SCALED    
 MJ0574* NAVD 88     -       367.956  (meters)    1207.20   (feet)  ADJUSTED  
 MJ0574  ___________________________________________________________________
 MJ0574  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 MJ0574  DYNAMIC HT  -         367.795 (meters)    1206.67  (feet)  COMP
 MJ0574  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 MJ0574
 MJ0574  VERT ORDER  -  FIRST     CLASS II
 MJ0574
 MJ0574.The horizontal coordinates were scaled from a topographic map and have
 MJ0574.an estimated accuracy of +/- 6 seconds.
 MJ0574
 MJ0574.The orthometric height was determined by differential leveling
 MJ0574.and adjusted by the National Geodetic Survey in June 1991..
 MJ0574
 MJ0574.The geoid height was determined by GEOID03.
 MJ0574
 MJ0574.The dynamic height is computed by dividing the NAVD 88
 MJ0574.geopotential number by the normal gravity value computed on the
 MJ0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0574.degrees latitude (g = 980.6199 gals.).
 MJ0574
 MJ0574.The modeled gravity was interpolated from observed gravity values.
 MJ0574
 MJ0574;                    North         East    Units  Estimated Accuracy
 MJ0574;SPC IA S     -   164,970.      329,560.      MT  (+/- 180 meters Scaled)
 MJ0574
 MJ0574                          SUPERSEDED SURVEY CONTROL
 MJ0574
 MJ0574  NGVD 29 (??/??/92)  367.838  (m)         1206.82   (f) ADJ UNCH    1 2
 MJ0574
 MJ0574.Superseded values are not recommended for survey control.
 MJ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0574.See file dsdata.txt to determine how the superseded data were derived.
 MJ0574
 MJ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF878937(NAD 83)
 MJ0574_MARKER: DD = SURVEY DISK
 MJ0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0574_STAMPING: 70 78
 MJ0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0574+STABILITY: SURFACE MOTION
 MJ0574
 MJ0574  HISTORY     - Date     Condition        Report By
 MJ0574  HISTORY     - UNK      MONUMENTED       IAGS
 MJ0574  HISTORY     - 1948     GOOD             NGS
 MJ0574
 MJ0574                          STATION DESCRIPTION
 MJ0574
 MJ0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0574'AT MINDEN.
 MJ0574'AT MINDEN, IN A SMALL TRIANGULAR PARK AT THE CENTER OF THE
 MJ0574'VILLAGE BUSINESS DISTRICT, DIRECTLY NORTHWEST OF THE CHICAGO,
 MJ0574'ROCK ISLAND AND PACIFIC RAILWAY STATION, 54.9 FEET EAST OF THE
 MJ0574'WEST CURB, 35.3 FEET SOUTH OF THE NORTH CURB, 4.9 FEET NORTHEAST
 MJ0574'OF THE SOUTHWEST CURB OF THE PARK AREA, (PERPENDICULAR MEASUREMENTS),
 MJ0574'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0157 ***********************************************************************
 NL0157  DESIGNATION -  709.74
 NL0157  PID         -  NL0157
 NL0157  STATE/COUNTY-  IA/SAC
 NL0157  USGS QUAD   -  SAC CITY EAST (1980)
 NL0157
 NL0157                         *CURRENT SURVEY CONTROL
 NL0157  ___________________________________________________________________
 NL0157* NAD 83(1986)-  42 25 23.     (N)    094 59 59.     (W)     SCALED    
 NL0157* NAVD 88     -       389.253  (meters)    1277.07   (feet)  ADJUSTED  
 NL0157  ___________________________________________________________________
 NL0157  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 NL0157  DYNAMIC HT  -         389.114 (meters)    1276.62  (feet)  COMP
 NL0157  MODELED GRAV-     980,254.4   (mgal)                       NAVD 88
 NL0157
 NL0157  VERT ORDER  -  FIRST     CLASS II
 NL0157
 NL0157.The horizontal coordinates were scaled from a topographic map and have
 NL0157.an estimated accuracy of +/- 6 seconds.
 NL0157
 NL0157.The orthometric height was determined by differential leveling
 NL0157.and adjusted by the National Geodetic Survey in June 1991..
 NL0157
 NL0157.The geoid height was determined by GEOID03.
 NL0157
 NL0157.The dynamic height is computed by dividing the NAVD 88
 NL0157.geopotential number by the normal gravity value computed on the
 NL0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0157.degrees latitude (g = 980.6199 gals.).
 NL0157
 NL0157.The modeled gravity was interpolated from observed gravity values.
 NL0157
 NL0157;                    North         East    Units  Estimated Accuracy
 NL0157;SPC IA N     - 1,103,620.    1,376,590.      MT  (+/- 180 meters Scaled)
 NL0157
 NL0157                          SUPERSEDED SURVEY CONTROL
 NL0157
 NL0157  NGVD 29 (??/??/92)  389.157  (m)         1276.76   (f) ADJ UNCH    1 2
 NL0157
 NL0157.Superseded values are not recommended for survey control.
 NL0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0157.See file dsdata.txt to determine how the superseded data were derived.
 NL0157
 NL0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG354986(NAD 83)
 NL0157_MARKER: B = BOLT
 NL0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0157+STABILITY: SURFACE MOTION
 NL0157
 NL0157  HISTORY     - Date     Condition        Report By
 NL0157  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0157  HISTORY     - 1934     GOOD             NGS
 NL0157
 NL0157                          STATION DESCRIPTION
 NL0157
 NL0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0157'AT SAC CITY.
 NL0157'AT SAC CITY, SAC COUNTY, AT THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0157'STATION, 13.7 FEET NORTH OF THE SOUTHWEST CORNER, AT THE ENTRANCE
 NL0157'TO THE WAITING ROOM, AND ON THE SOUTHWEST CORNER OF THE METAL
 NL0157'DOORSILL.  AN UNMARKED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0137 ***********************************************************************
 NM0137  DESIGNATION -  71
 NM0137  PID         -  NM0137
 NM0137  STATE/COUNTY-  IA/WOODBURY
 NM0137  USGS QUAD   -  SALIX (1976)
 NM0137
 NM0137                         *CURRENT SURVEY CONTROL
 NM0137  ___________________________________________________________________
 NM0137* NAD 83(1986)-  42 20 27.     (N)    096 18 37.     (W)     SCALED    
 NM0137* NAVD 88     -       331.438  (meters)    1087.39   (feet)  ADJUSTED  
 NM0137  ___________________________________________________________________
 NM0137  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 NM0137  DYNAMIC HT  -         331.332 (meters)    1087.05  (feet)  COMP
 NM0137  MODELED GRAV-     980,292.4   (mgal)                       NAVD 88
 NM0137
 NM0137  VERT ORDER  -  FIRST     CLASS II
 NM0137
 NM0137.The horizontal coordinates were scaled from a topographic map and have
 NM0137.an estimated accuracy of +/- 6 seconds.
 NM0137
 NM0137.The orthometric height was determined by differential leveling
 NM0137.and adjusted by the National Geodetic Survey in June 1991..
 NM0137
 NM0137.The geoid height was determined by GEOID03.
 NM0137
 NM0137.The dynamic height is computed by dividing the NAVD 88
 NM0137.geopotential number by the normal gravity value computed on the
 NM0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0137.degrees latitude (g = 980.6199 gals.).
 NM0137
 NM0137.The modeled gravity was interpolated from observed gravity values.
 NM0137
 NM0137;                    North         East    Units  Estimated Accuracy
 NM0137;SPC IA N     - 1,097,250.    1,268,470.      MT  (+/- 180 meters Scaled)
 NM0137
 NM0137                          SUPERSEDED SURVEY CONTROL
 NM0137
 NM0137  NGVD 29 (??/??/92)  331.284  (m)         1086.89   (f) ADJ UNCH    1 2
 NM0137
 NM0137.Superseded values are not recommended for survey control.
 NM0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0137.See file dsdata.txt to determine how the superseded data were derived.
 NM0137
 NM0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM215911(NAD 83)
 NM0137_MARKER: S = SPIKE
 NM0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0137+STABILITY: SURFACE MOTION
 NM0137
 NM0137  HISTORY     - Date     Condition        Report By
 NM0137  HISTORY     - UNK      MONUMENTED       AEROS
 NM0137  HISTORY     - 1948     GOOD             NGS
 NM0137
 NM0137                          STATION DESCRIPTION
 NM0137
 NM0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0137'2.5 MI N FROM SALIX.
 NM0137'2.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0137'FROM THE STATION AT SALIX, AT A ROAD CROSSING, 134.0 FEET
 NM0137'SOUTHEAST OF THE CENTER OF THE CROSSING, 68.6 FEET SOUTHWEST
 NM0137'OF THE CENTER LINE OF U.S. HIGHWAY 75, 61.9 FEET NORTHEAST OF AND
 NM0137'ACROSS THE TRACK FROM THE NORTHEAST POLE OF DOUBLE TELEGRAPH
 NM0137'POLES, 12.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, A
 NM0137'60-D SPIKE SET IN THE TOP OF A CONCRETE POST WHICH IS 0.5 FOOT
 NM0137'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0299 ***********************************************************************
 NL0299  DESIGNATION -  719.00
 NL0299  PID         -  NL0299
 NL0299  STATE/COUNTY-  IA/SAC
 NL0299  USGS QUAD   -  SAC CITY WEST (1980)
 NL0299
 NL0299                         *CURRENT SURVEY CONTROL
 NL0299  ___________________________________________________________________
 NL0299* NAD 83(1986)-  42 25 47.     (N)    095 01 17.     (W)     SCALED    
 NL0299* NAVD 88     -       391.877  (meters)    1285.68   (feet)  ADJUSTED  
 NL0299  ___________________________________________________________________
 NL0299  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 NL0299  DYNAMIC HT  -         391.738 (meters)    1285.23  (feet)  COMP
 NL0299  MODELED GRAV-     980,253.8   (mgal)                       NAVD 88
 NL0299
 NL0299  VERT ORDER  -  FIRST     CLASS II
 NL0299
 NL0299.The horizontal coordinates were scaled from a topographic map and have
 NL0299.an estimated accuracy of +/- 6 seconds.
 NL0299
 NL0299.The orthometric height was determined by differential leveling
 NL0299.and adjusted by the National Geodetic Survey in June 1991..
 NL0299
 NL0299.The geoid height was determined by GEOID03.
 NL0299
 NL0299.The dynamic height is computed by dividing the NAVD 88
 NL0299.geopotential number by the normal gravity value computed on the
 NL0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0299.degrees latitude (g = 980.6199 gals.).
 NL0299
 NL0299.The modeled gravity was interpolated from observed gravity values.
 NL0299
 NL0299;                    North         East    Units  Estimated Accuracy
 NL0299;SPC IA N     - 1,104,400.    1,374,820.      MT  (+/- 180 meters Scaled)
 NL0299
 NL0299                          SUPERSEDED SURVEY CONTROL
 NL0299
 NL0299  NGVD 29 (??/??/92)  391.779  (m)         1285.36   (f) ADJ UNCH    1 2
 NL0299
 NL0299.Superseded values are not recommended for survey control.
 NL0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0299.See file dsdata.txt to determine how the superseded data were derived.
 NL0299
 NL0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG337994(NAD 83)
 NL0299_MARKER: R = RIVET
 NL0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0299_SP_SET: CULVERT
 NL0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0299
 NL0299  HISTORY     - Date     Condition        Report By
 NL0299  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0299  HISTORY     - 1934     GOOD             NGS
 NL0299
 NL0299                          STATION DESCRIPTION
 NL0299
 NL0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0299'1.5 MI W FROM SAC CITY.
 NL0299'1-1/2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0299'FROM THE STATION AT SAC CITY, SAC COUNTY, 0.9 MILE WEST OF
 NL0299'MILEPOST 14, AT THE SOUTH SIDE OF SEC. 15, T. 88 N., R. 36 W.,
 NL0299'AT CULVERT 1443, AND ON THE TOP OF THE NORTHWEST CORNER OF THE
 NL0299'NORTH CONCRETE HEADWALL.  AN UNMARKED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0274 ***********************************************************************
 NL0274  DESIGNATION -  722.01
 NL0274  PID         -  NL0274
 NL0274  STATE/COUNTY-  IA/IDA
 NL0274  USGS QUAD   -  GALVA (1969)
 NL0274
 NL0274                         *CURRENT SURVEY CONTROL
 NL0274  ___________________________________________________________________
 NL0274* NAD 83(1986)-  42 30 30.     (N)    095 24 59.     (W)     SCALED    
 NL0274* NAVD 88     -       392.868  (meters)    1288.93   (feet)  ADJUSTED  
 NL0274  ___________________________________________________________________
 NL0274  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 NL0274  DYNAMIC HT  -         392.728 (meters)    1288.48  (feet)  COMP
 NL0274  MODELED GRAV-     980,254.8   (mgal)                       NAVD 88
 NL0274
 NL0274  VERT ORDER  -  FIRST     CLASS II
 NL0274
 NL0274.The horizontal coordinates were scaled from a topographic map and have
 NL0274.an estimated accuracy of +/- 6 seconds.
 NL0274
 NL0274.The orthometric height was determined by differential leveling
 NL0274.and adjusted by the National Geodetic Survey in June 1991..
 NL0274
 NL0274.The geoid height was determined by GEOID03.
 NL0274
 NL0274.The dynamic height is computed by dividing the NAVD 88
 NL0274.geopotential number by the normal gravity value computed on the
 NL0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0274.degrees latitude (g = 980.6199 gals.).
 NL0274
 NL0274.The modeled gravity was interpolated from observed gravity values.
 NL0274
 NL0274;                    North         East    Units  Estimated Accuracy
 NL0274;SPC IA N     - 1,113,790.    1,342,520.      MT  (+/- 180 meters Scaled)
 NL0274
 NL0274                          SUPERSEDED SURVEY CONTROL
 NL0274
 NL0274  NGVD 29 (??/??/92)  392.747  (m)         1288.54   (f) ADJ UNCH    1 2
 NL0274
 NL0274.Superseded values are not recommended for survey control.
 NL0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0274.See file dsdata.txt to determine how the superseded data were derived.
 NL0274
 NL0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH014090(NAD 83)
 NL0274_MARKER: R = RIVET
 NL0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0274_SP_SET: WATER TANK FOOTING
 NL0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0274
 NL0274  HISTORY     - Date     Condition        Report By
 NL0274  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0274  HISTORY     - 1934     GOOD             NGS
 NL0274
 NL0274                          STATION DESCRIPTION
 NL0274
 NL0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0274'AT GALVA.
 NL0274'AT GALVA, IDA COUNTY, NEAR THE EAST END OF THE CHICAGO AND
 NL0274'NORTH WESTERN RAILWAY STATION, AT THE WATER TANK, AND ON THE
 NL0274'TOP OF THE NORTHEAST CORNER OF THE FOOTING OF THE WEST PEDESTAL
 NL0274'NEAREST THE TRACK.  AN UNMARKED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0301 ***********************************************************************
 NL0301  DESIGNATION -  730.25
 NL0301  PID         -  NL0301
 NL0301  STATE/COUNTY-  IA/SAC
 NL0301  USGS QUAD   -  SAC CITY WEST (1980)
 NL0301
 NL0301                         *CURRENT SURVEY CONTROL
 NL0301  ___________________________________________________________________
 NL0301* NAD 83(1986)-  42 26 10.     (N)    095 03 03.     (W)     SCALED    
 NL0301* NAVD 88     -       395.337  (meters)    1297.03   (feet)  ADJUSTED  
 NL0301  ___________________________________________________________________
 NL0301  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 NL0301  DYNAMIC HT  -         395.196 (meters)    1296.57  (feet)  COMP
 NL0301  MODELED GRAV-     980,254.9   (mgal)                       NAVD 88
 NL0301
 NL0301  VERT ORDER  -  FIRST     CLASS II
 NL0301
 NL0301.The horizontal coordinates were scaled from a topographic map and have
 NL0301.an estimated accuracy of +/- 6 seconds.
 NL0301
 NL0301.The orthometric height was determined by differential leveling
 NL0301.and adjusted by the National Geodetic Survey in June 1991..
 NL0301
 NL0301.The geoid height was determined by GEOID03.
 NL0301
 NL0301.The dynamic height is computed by dividing the NAVD 88
 NL0301.geopotential number by the normal gravity value computed on the
 NL0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0301.degrees latitude (g = 980.6199 gals.).
 NL0301
 NL0301.The modeled gravity was interpolated from observed gravity values.
 NL0301
 NL0301;                    North         East    Units  Estimated Accuracy
 NL0301;SPC IA N     - 1,105,150.    1,372,410.      MT  (+/- 180 meters Scaled)
 NL0301
 NL0301                          SUPERSEDED SURVEY CONTROL
 NL0301
 NL0301  NGVD 29 (??/??/92)  395.237  (m)         1296.71   (f) ADJ UNCH    1 2
 NL0301
 NL0301.Superseded values are not recommended for survey control.
 NL0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0301.See file dsdata.txt to determine how the superseded data were derived.
 NL0301
 NL0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH313002(NAD 83)
 NL0301_MARKER: R = RIVET
 NL0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0301_SP_SET: CULVERT
 NL0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0301
 NL0301  HISTORY     - Date     Condition        Report By
 NL0301  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0301  HISTORY     - 1933     GOOD             NGS
 NL0301  HISTORY     - 1934     GOOD             NGS
 NL0301
 NL0301                          STATION DESCRIPTION
 NL0301
 NL0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 NL0301'2.9 MI W FROM SAC CITY.
 NL0301'2.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0301'SAC CITY, SAC COUNTY, 1/3 MILE WEST OF MILEPOST 16, 200 FEET
 NL0301'EAST OF THE WEST SIDE OF SEC. 16, T. 88 N., R. 36 W., AT CULVERT
 NL0301'1450, AND ON THE TOP OF THE NORTHWEST CORNER OF THE NORTH
 NL0301'CONCRETE HEADWALL.  AN UNMARKED POINT.
 NL0301
 NL0301                          STATION RECOVERY (1934)
 NL0301
 NL0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NL0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0303 ***********************************************************************
 NL0303  DESIGNATION -  733.40
 NL0303  PID         -  NL0303
 NL0303  STATE/COUNTY-  IA/SAC
 NL0303  USGS QUAD   -  SAC CITY WEST (1980)
 NL0303
 NL0303                         *CURRENT SURVEY CONTROL
 NL0303  ___________________________________________________________________
 NL0303* NAD 83(1986)-  42 26 25.     (N)    095 04 02.     (W)     SCALED    
 NL0303* NAVD 88     -       395.585  (meters)    1297.85   (feet)  ADJUSTED  
 NL0303  ___________________________________________________________________
 NL0303  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 NL0303  DYNAMIC HT  -         395.445 (meters)    1297.39  (feet)  COMP
 NL0303  MODELED GRAV-     980,255.3   (mgal)                       NAVD 88
 NL0303
 NL0303  VERT ORDER  -  FIRST     CLASS II
 NL0303
 NL0303.The horizontal coordinates were scaled from a topographic map and have
 NL0303.an estimated accuracy of +/- 6 seconds.
 NL0303
 NL0303.The orthometric height was determined by differential leveling
 NL0303.and adjusted by the National Geodetic Survey in June 1991..
 NL0303
 NL0303.The geoid height was determined by GEOID03.
 NL0303
 NL0303.The dynamic height is computed by dividing the NAVD 88
 NL0303.geopotential number by the normal gravity value computed on the
 NL0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0303.degrees latitude (g = 980.6199 gals.).
 NL0303
 NL0303.The modeled gravity was interpolated from observed gravity values.
 NL0303
 NL0303;                    North         East    Units  Estimated Accuracy
 NL0303;SPC IA N     - 1,105,640.    1,371,070.      MT  (+/- 180 meters Scaled)
 NL0303
 NL0303                          SUPERSEDED SURVEY CONTROL
 NL0303
 NL0303  NGVD 29 (??/??/92)  395.485  (m)         1297.52   (f) ADJ UNCH    1 2
 NL0303
 NL0303.Superseded values are not recommended for survey control.
 NL0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0303.See file dsdata.txt to determine how the superseded data were derived.
 NL0303
 NL0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH299007(NAD 83)
 NL0303_MARKER: R = RIVET
 NL0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0303_SP_SET: BRIDGE
 NL0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0303
 NL0303  HISTORY     - Date     Condition        Report By
 NL0303  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0303  HISTORY     - 1934     GOOD             NGS
 NL0303
 NL0303                          STATION DESCRIPTION
 NL0303
 NL0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0303'3.8 MI W FROM SAC CITY.
 NL0303'3.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0303'SAC CITY, SAC COUNTY, 980 FEET WEST OF MILEPOST 17, 1,000 FEET
 NL0303'EAST OF THE WEST SIDE OF SEC. 17, T. 88 N., R. 36 W., AT BRIDGE
 NL0303'1451 OVER DRAINAGE DITCH 71, AND ON THE TOP OF THE NORTHEAST
 NL0303'CORNER OF THE WEST CONCRETE BRIDGE SEAT.  AN UNMARKED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0372 ***********************************************************************
 NL0372  DESIGNATION -  739.54
 NL0372  PID         -  NL0372
 NL0372  STATE/COUNTY-  IA/IDA
 NL0372  USGS QUAD   -  CUSHING (1969)
 NL0372
 NL0372                         *CURRENT SURVEY CONTROL
 NL0372  ___________________________________________________________________
 NL0372* NAD 83(1986)-  42 27 50.     (N)    095 39 12.     (W)     SCALED    
 NL0372* NAVD 88     -       398.28   (+/-2cm)    1306.7    (feet)  VERTCON   
 NL0372  ___________________________________________________________________
 NL0372  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 NL0372
 NL0372  VERT ORDER  -  ? (See Below)
 NL0372
 NL0372.The horizontal coordinates were scaled from a topographic map and have
 NL0372.an estimated accuracy of +/- 6 seconds.
 NL0372
 NL0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0372.The vertical order pertains to the NGVD 29 superseded value.
 NL0372
 NL0372.The geoid height was determined by GEOID03.
 NL0372
 NL0372;                    North         East    Units  Estimated Accuracy
 NL0372;SPC IA N     - 1,109,320.    1,322,920.      MT  (+/- 180 meters Scaled)
 NL0372
 NL0372                          SUPERSEDED SURVEY CONTROL
 NL0372
 NL0372  NGVD 29 (??/??/92)  398.146  (m)         1306.25   (f) ADJ UNCH    ?  
 NL0372
 NL0372.Superseded values are not recommended for survey control.
 NL0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0372.See file dsdata.txt to determine how the superseded data were derived.
 NL0372
 NL0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH818046(NAD 83)
 NL0372_MARKER: Z = SEE DESCRIPTION
 NL0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0372_SP_SET: CULVERT
 NL0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0372
 NL0372  HISTORY     - Date     Condition        Report By
 NL0372  HISTORY     - UNK      MONUMENTED       CGS
 NL0372  HISTORY     - 1966     GOOD             NGS
 NL0372
 NL0372                          STATION DESCRIPTION
 NL0372
 NL0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NL0372'1.1 MI E FROM CUSHING.
 NL0372'TO REACH FROM THE POST OFFICE IN CUSHING, GO SOUTH ON MAIN STREET
 NL0372'AND STATE HIGHWAY 403 FOR 0.1 MILE, TURN LEFT AND GO EAST ON
 NL0372'PAVED ROAD FOR 1.1 MILES TO A CROSSROAD, THE ROAD LEADING NORTH
 NL0372'IS A DRIVEWAY, TURN LEFT INTO DRIVEWAY AND GO 97 FEET TO THE
 NL0372'CULVERT ON THE RIGHT.  IT IS 97 FEET NORTH OF THE CENTERLINE
 NL0372'OF THE PAVED ROAD, 23.3 FEET EAST OF THE DRIVEWAY AND 43.9
 NL0372'FEET SOUTH-SOUTHWEST OF A POWER POLE.  NO STEEL WITNESS POST
 NL0372'OR SIGN WAS SET AT THIS POINT AS IT WILL BE DESTROYED WITHIN
 NL0372'THE NEXT 2 OR 3 MONTHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0311 ***********************************************************************
 NL0311  DESIGNATION -  740.45
 NL0311  PID         -  NL0311
 NL0311  STATE/COUNTY-  IA/SAC
 NL0311  USGS QUAD   -  EARLY (1980)
 NL0311
 NL0311                         *CURRENT SURVEY CONTROL
 NL0311  ___________________________________________________________________
 NL0311* NAD 83(1986)-  42 28 06.     (N)    095 10 37.     (W)     SCALED    
 NL0311* NAVD 88     -       398.414  (meters)    1307.13   (feet)  ADJUSTED  
 NL0311  ___________________________________________________________________
 NL0311  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 NL0311  DYNAMIC HT  -         398.272 (meters)    1306.66  (feet)  COMP
 NL0311  MODELED GRAV-     980,253.8   (mgal)                       NAVD 88
 NL0311
 NL0311  VERT ORDER  -  FIRST     CLASS II
 NL0311
 NL0311.The horizontal coordinates were scaled from a topographic map and have
 NL0311.an estimated accuracy of +/- 6 seconds.
 NL0311
 NL0311.The orthometric height was determined by differential leveling
 NL0311.and adjusted by the National Geodetic Survey in June 1991..
 NL0311
 NL0311.The geoid height was determined by GEOID03.
 NL0311
 NL0311.The dynamic height is computed by dividing the NAVD 88
 NL0311.geopotential number by the normal gravity value computed on the
 NL0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0311.degrees latitude (g = 980.6199 gals.).
 NL0311
 NL0311.The modeled gravity was interpolated from observed gravity values.
 NL0311
 NL0311;                    North         East    Units  Estimated Accuracy
 NL0311;SPC IA N     - 1,108,930.    1,362,100.      MT  (+/- 180 meters Scaled)
 NL0311
 NL0311                          SUPERSEDED SURVEY CONTROL
 NL0311
 NL0311  NGVD 29 (??/??/92)  398.308  (m)         1306.78   (f) ADJ UNCH    1 2
 NL0311
 NL0311.Superseded values are not recommended for survey control.
 NL0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0311.See file dsdata.txt to determine how the superseded data were derived.
 NL0311
 NL0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH210040(NAD 83)
 NL0311_MARKER: R = RIVET
 NL0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0311_SP_SET: CULVERT
 NL0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0311
 NL0311  HISTORY     - Date     Condition        Report By
 NL0311  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0311  HISTORY     - 1934     GOOD             NGS
 NL0311
 NL0311                          STATION DESCRIPTION
 NL0311
 NL0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0311'1.2 MI W FROM EARLY.
 NL0311'1-1/4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0311'FROM EARLY, SAC COUNTY, IN SEC. 5, T. 88 N., R. 37 W., NEAR
 NL0311'MILEPOST 23, AT CONCRETE PIPE CULVERT 1471, AND ON THE TOP OF
 NL0311'THE BELL AT THE NORTH END.  AN UNMARKED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8383 ***********************************************************************
 AI8383  DESIGNATION -  743816 3
 AI8383  PID         -  AI8383
 AI8383  STATE/COUNTY-  IA/POTTAWATTAMIE
 AI8383  USGS QUAD   -  GRISWOLD (1978)
 AI8383
 AI8383                         *CURRENT SURVEY CONTROL
 AI8383  ___________________________________________________________________
 AI8383* NAD 83(1996)-  41 12 11.37175(N)    095 13 55.68837(W)     ADJUSTED  
 AI8383* NAVD 88     -       358.6    (meters)    1177.     (feet)  GPS OBS   
 AI8383  ___________________________________________________________________
 AI8383  X           -    -438,265.257 (meters)                     COMP
 AI8383  Y           -  -4,785,982.822 (meters)                     COMP
 AI8383  Z           -   4,179,642.342 (meters)                     COMP
 AI8383  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 AI8383  ELLIP HEIGHT-         330.45  (meters)          (07/06/04) GPS OBS
 AI8383  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AI8383
 AI8383  HORZ ORDER  -  FIRST
 AI8383  ELLP ORDER  -  FOURTH    CLASS II
 AI8383
 AI8383.The horizontal coordinates were established by GPS observations
 AI8383.and adjusted by the National Geodetic Survey in November 2000..
 AI8383
 AI8383.The orthometric height was determined by GPS observations and a
 AI8383.high-resolution geoid model.
 AI8383
 AI8383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8383
 AI8383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8383
 AI8383.The ellipsoidal height was determined by GPS observations
 AI8383.and is referenced to NAD 83.
 AI8383
 AI8383.The geoid height was determined by GEOID03.
 AI8383
 AI8383;                    North         East     Units Scale Factor Converg.
 AI8383;SPC IA S     -   135,055.470   354,731.946   MT  0.99994837   -1 08 27.5
 AI8383;UTM  15      - 4,563,712.138   312,845.227   MT  1.00003110   -1 28 14.9
 AI8383
 AI8383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8383!SPC IA S     -   0.99994817  x   0.99994837  =   0.99989654
 AI8383!UTM  15      -   0.99994817  x   1.00003110  =   0.99997927
 AI8383
 AI8383                          SUPERSEDED SURVEY CONTROL
 AI8383
 AI8383  ELLIP H (11/17/00)  330.50   (m)                       GP(       ) 4 1
 AI8383
 AI8383.Superseded values are not recommended for survey control.
 AI8383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8383.See file dsdata.txt to determine how the superseded data were derived.
 AI8383
 AI8383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF1284563712(NAD 83)
 AI8383_MARKER: DD = SURVEY DISK
 AI8383_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI8383+WITH SETTING: INFORMATION.
 AI8383_STAMPING: 743816-3 POTTAWATTAMIE CO. 621
 AI8383_MARK LOGO: NONE  
 AI8383_PROJECTION: RECESSED 3 CENTIMETERS
 AI8383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8383+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 AI8383_ROD/PIPE-DEPTH:  2.1 meters
 AI8383
 AI8383  HISTORY     - Date     Condition        Report By
 AI8383  HISTORY     - 19990112 MONUMENTED       MERRIC
 AI8383
 AI8383                          STATION DESCRIPTION
 AI8383
 AI8383'DESCRIBED BY MERRICK AND COMPANY 1999 (KTK)
 AI8383'TO REACH THE STATION FROM TREYNOR, TRAVEL SOUTH ON COUNTY ROAD
 AI8383'L-55 3 MILES TO THE INTERSECTION OF COUNTY ROAD L-55 AND COUNTY
 AI8383'ROAD G66. THE STATION IS LOCATED ON THE NORTHEAST CORNER OF THE
 AI8383'INTERSECTION OF COUNTY ROAD G-66 (PIONEER TRAIL) AND COUNTY ROAD
 AI8383'L-55 (290TH STREET), LOCATED APPROXIMATELY 3 FEET SOUTHWEST OF A
 AI8383'BARBED WIRE FENCE RUNNING NORTHWEST TO SOUTHEAST, 3 FEET
 AI8383'SOUTHWEST OF AN ORANGE CARSONITE POST, 7.1 FEET NORTHWEST OF
 AI8383'SIGN (TRIPLE TRUCKING), 47 FEET NORTHEAST OF STOP SIGN, 34.5 FEET
 AI8383'SOUTHEAST OF FENCE ANGLE POINT.
 AI8383'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8381 ***********************************************************************
 AI8381  DESIGNATION -  744006 1
 AI8381  PID         -  AI8381
 AI8381  STATE/COUNTY-  IA/POTTAWATTAMIE
 AI8381  USGS QUAD   -  CARSON (1978)
 AI8381
 AI8381                         *CURRENT SURVEY CONTROL
 AI8381  ___________________________________________________________________
 AI8381* NAD 83(1996)-  41 14 44.53009(N)    095 28 49.54840(W)     ADJUSTED  
 AI8381* NAVD 88     -       362.2    (meters)    1188.     (feet)  GPS OBS   
 AI8381  ___________________________________________________________________
 AI8381  X           -    -458,704.295 (meters)                     COMP
 AI8381  Y           -  -4,780,941.998 (meters)                     COMP
 AI8381  Z           -   4,183,198.912 (meters)                     COMP
 AI8381  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AI8381  ELLIP HEIGHT-         334.48  (meters)          (07/06/04) GPS OBS
 AI8381  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AI8381
 AI8381  HORZ ORDER  -  FIRST
 AI8381  ELLP ORDER  -  FOURTH    CLASS II
 AI8381
 AI8381.The horizontal coordinates were established by GPS observations
 AI8381.and adjusted by the National Geodetic Survey in November 2000..
 AI8381
 AI8381.The orthometric height was determined by GPS observations and a
 AI8381.high-resolution geoid model.
 AI8381
 AI8381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8381
 AI8381.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8381
 AI8381.The ellipsoidal height was determined by GPS observations
 AI8381.and is referenced to NAD 83.
 AI8381
 AI8381.The geoid height was determined by GEOID03.
 AI8381
 AI8381;                    North         East     Units Scale Factor Converg.
 AI8381;SPC IA S     -   140,223.248   334,019.307   MT  0.99994867   -1 18 16.2
 AI8381;UTM  15      - 4,569,000.039   292,160.020   MT  1.00013166   -1 38 09.3
 AI8381
 AI8381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8381!SPC IA S     -   0.99994754  x   0.99994867  =   0.99989621
 AI8381!UTM  15      -   0.99994754  x   1.00013166  =   1.00007919
 AI8381
 AI8381                          SUPERSEDED SURVEY CONTROL
 AI8381
 AI8381  ELLIP H (11/17/00)  334.52   (m)                       GP(       ) 4 1
 AI8381
 AI8381.Superseded values are not recommended for survey control.
 AI8381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8381.See file dsdata.txt to determine how the superseded data were derived.
 AI8381
 AI8381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF9216069000(NAD 83)
 AI8381_MARKER: DD = SURVEY DISK
 AI8381_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI8381+WITH SETTING: INFORMATION.
 AI8381_STAMPING: 744006-1 POTTAWATTAMIE CO. 599
 AI8381_MARK LOGO: NONE  
 AI8381_PROJECTION: RECESSED 8 CENTIMETERS
 AI8381_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8381+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 AI8381_ROD/PIPE-DEPTH:  2.1 meters
 AI8381
 AI8381  HISTORY     - Date     Condition        Report By
 AI8381  HISTORY     - 19990112 MONUMENTED       MERRIC
 AI8381
 AI8381                          STATION DESCRIPTION
 AI8381
 AI8381'DESCRIBED BY MERRICK AND COMPANY 1999 (KTK)
 AI8381'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 59 AND 92
 AI8381'ON THE EAST SIDE OF CARSON, IOWA, GO WEST 4.1 MILES ON HIGHWAY 92
 AI8381'THROUGH CARSON TO COUNTY ROAD M16 (370TH STREET), GO NORTH 1 MILE
 AI8381'TO STATION ON LEFT. THE STATION IS LOCATED IN THE SOUTHWEST
 AI8381'CORNER OF THE INTERSECTION OF 370TH  (M16) AND COTTONWOOD ROAD ,
 AI8381'28 FEET SOUTH OF THE SOUTH EDGE OF GRAVEL OF COTTONWOOD ROAD, 10
 AI8381'FEET WEST OF THE WEST EDGE OF COUNTY ROAD M16 (370TH STREET), 23
 AI8381'FEET SOUTHEAST OF STOP SIGN, 2.3 FEET EAST OF WEST RIGHT OF WAY
 AI8381'FENCE OF ROAD M16, IN PUBLIC RIGHT OF WAY, APPROXIMATELY 3 FEET
 AI8381'BELOW THE SURFACE OF ROAD.
 AI8381'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8382 ***********************************************************************
 AI8382  DESIGNATION -  744224 3
 AI8382  PID         -  AI8382
 AI8382  STATE/COUNTY-  IA/POTTAWATTAMIE
 AI8382  USGS QUAD   -  MINEOLA (1994)
 AI8382
 AI8382                         *CURRENT SURVEY CONTROL
 AI8382  ___________________________________________________________________
 AI8382* NAD 83(1996)-  41 11 21.59252(N)    095 37 54.96319(W)     ADJUSTED  
 AI8382* NAVD 88     -       365.2    (meters)    1198.     (feet)  GPS OBS   
 AI8382  ___________________________________________________________________
 AI8382  X           -    -471,749.749 (meters)                     COMP
 AI8382  Y           -  -4,783,820.190 (meters)                     COMP
 AI8382  Z           -   4,178,491.486 (meters)                     COMP
 AI8382  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 AI8382  ELLIP HEIGHT-         337.62  (meters)          (07/06/04) GPS OBS
 AI8382  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AI8382
 AI8382  HORZ ORDER  -  FIRST
 AI8382  ELLP ORDER  -  FOURTH    CLASS II
 AI8382
 AI8382.The horizontal coordinates were established by GPS observations
 AI8382.and adjusted by the National Geodetic Survey in November 2000..
 AI8382
 AI8382.The orthometric height was determined by GPS observations and a
 AI8382.high-resolution geoid model.
 AI8382
 AI8382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8382
 AI8382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8382
 AI8382.The ellipsoidal height was determined by GPS observations
 AI8382.and is referenced to NAD 83.
 AI8382
 AI8382.The geoid height was determined by GEOID03.
 AI8382
 AI8382;                    North         East     Units Scale Factor Converg.
 AI8382;SPC IA S     -   134,265.089   321,170.715   MT  0.99994839   -1 24 15.5
 AI8382;UTM  15      - 4,563,114.827   279,274.475   MT  1.00019964   -1 44 02.2
 AI8382
 AI8382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8382!SPC IA S     -   0.99994704  x   0.99994839  =   0.99989544
 AI8382!UTM  15      -   0.99994704  x   1.00019964  =   1.00014667
 AI8382
 AI8382                          SUPERSEDED SURVEY CONTROL
 AI8382
 AI8382  ELLIP H (11/17/00)  337.64   (m)                       GP(       ) 4 1
 AI8382
 AI8382.Superseded values are not recommended for survey control.
 AI8382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8382.See file dsdata.txt to determine how the superseded data were derived.
 AI8382
 AI8382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF7927463115(NAD 83)
 AI8382_MARKER: DD = SURVEY DISK
 AI8382_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI8382+WITH SETTING: INFORMATION.
 AI8382_STAMPING: 744224-3 POTTAWATTAMIE CO. 612
 AI8382_MARK LOGO: NONE  
 AI8382_PROJECTION: RECESSED 8 CENTIMETERS
 AI8382_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8382+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 AI8382_ROD/PIPE-DEPTH:  2.1 meters
 AI8382
 AI8382  HISTORY     - Date     Condition        Report By
 AI8382  HISTORY     - 19990112 MONUMENTED       MERRIC
 AI8382  HISTORY     - 20031105 GOOD             JCLS
 AI8382
 AI8382                          STATION DESCRIPTION
 AI8382
 AI8382'DESCRIBED BY MERRICK AND COMPANY 1999 (KTK)
 AI8382'TO REACH THE STATION FROM TREYNOR, TRAVEL SOUTH ON COUNTY ROAD
 AI8382'L-55 3 MILES TO THE INTERSECTION OF COUNTY ROAD L-55 AND COUNTY
 AI8382'ROAD G66. THE STATION IS LOCATED ON THE NORTHEAST CORNER OF THE
 AI8382'INTERSECTION OF COUNTY ROAD G-66 (PIONEER TRAIL) AND COUNTY ROAD
 AI8382'L-55 (290TH STREET), LOCATED APPROXIMATELY 3 FEET SOUTHWEST OF A
 AI8382'BARBED WIRE FENCE RUNNING NORTHWEST TO SOUTHEAST, 3 FEET
 AI8382'SOUTHWEST OF AN ORANGE CARSONITE POST, 7.1 FEET NORTHWEST OF
 AI8382'SIGN (TRIPLE TRUCKING), 47 FEET NORTHEAST OF STOP SIGN, 34.5 FEET
 AI8382'SOUTHEAST OF FENCE ANGLE POINT.
 AI8382'
 AI8382
 AI8382                          STATION RECOVERY (2003)
 AI8382
 AI8382'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AI8382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0306 ***********************************************************************
 NL0306  DESIGNATION -  750.88
 NL0306  PID         -  NL0306
 NL0306  STATE/COUNTY-  IA/SAC
 NL0306  USGS QUAD   -  SAC CITY WEST (1980)
 NL0306
 NL0306                         *CURRENT SURVEY CONTROL
 NL0306  ___________________________________________________________________
 NL0306* NAD 83(1986)-  42 26 42.     (N)    095 05 03.     (W)     SCALED    
 NL0306* NAVD 88     -       401.630  (meters)    1317.68   (feet)  ADJUSTED  
 NL0306  ___________________________________________________________________
 NL0306  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 NL0306  DYNAMIC HT  -         401.488 (meters)    1317.22  (feet)  COMP
 NL0306  MODELED GRAV-     980,255.3   (mgal)                       NAVD 88
 NL0306
 NL0306  VERT ORDER  -  FIRST     CLASS II
 NL0306
 NL0306.The horizontal coordinates were scaled from a topographic map and have
 NL0306.an estimated accuracy of +/- 6 seconds.
 NL0306
 NL0306.The orthometric height was determined by differential leveling
 NL0306.and adjusted by the National Geodetic Survey in June 1991..
 NL0306
 NL0306.The geoid height was determined by GEOID03.
 NL0306
 NL0306.The dynamic height is computed by dividing the NAVD 88
 NL0306.geopotential number by the normal gravity value computed on the
 NL0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0306.degrees latitude (g = 980.6199 gals.).
 NL0306
 NL0306.The modeled gravity was interpolated from observed gravity values.
 NL0306
 NL0306;                    North         East    Units  Estimated Accuracy
 NL0306;SPC IA N     - 1,106,190.    1,369,680.      MT  (+/- 180 meters Scaled)
 NL0306
 NL0306                          SUPERSEDED SURVEY CONTROL
 NL0306
 NL0306  NGVD 29 (??/??/92)  401.528  (m)         1317.35   (f) ADJ UNCH    1 2
 NL0306
 NL0306.Superseded values are not recommended for survey control.
 NL0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0306.See file dsdata.txt to determine how the superseded data were derived.
 NL0306
 NL0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH285012(NAD 83)
 NL0306_MARKER: R = RIVET
 NL0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0306_SP_SET: CULVERT
 NL0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0306
 NL0306  HISTORY     - Date     Condition        Report By
 NL0306  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0306  HISTORY     - 1934     GOOD             NGS
 NL0306
 NL0306                          STATION DESCRIPTION
 NL0306
 NL0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0306'4.8 MI W FROM SAC CITY.
 NL0306'4-3/4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0306'FROM SAC CITY, SAC COUNTY, IN THE SOUTHWEST QUARTER OF SEC. 7,
 NL0306'T. 88 N., R. 36 W., 720 FEET WEST OF MILEPOST 18-62 AT CULVERT
 NL0306'1454, AND ON THE TOP OF THE NORTHWEST CORNER OF THE NORTH STONE
 NL0306'HEADWALL.  AN UNMARKED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0314 ***********************************************************************
 NL0314  DESIGNATION -  753.57
 NL0314  PID         -  NL0314
 NL0314  STATE/COUNTY-  IA/SAC
 NL0314  USGS QUAD   -  EARLY (1980)
 NL0314
 NL0314                         *CURRENT SURVEY CONTROL
 NL0314  ___________________________________________________________________
 NL0314* NAD 83(1986)-  42 28 51.     (N)    095 11 51.     (W)     SCALED    
 NL0314* NAVD 88     -       402.412  (meters)    1320.25   (feet)  ADJUSTED  
 NL0314  ___________________________________________________________________
 NL0314  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 NL0314  DYNAMIC HT  -         402.269 (meters)    1319.78  (feet)  COMP
 NL0314  MODELED GRAV-     980,254.7   (mgal)                       NAVD 88
 NL0314
 NL0314  VERT ORDER  -  FIRST     CLASS II
 NL0314
 NL0314.The horizontal coordinates were scaled from a topographic map and have
 NL0314.an estimated accuracy of +/- 6 seconds.
 NL0314
 NL0314.The orthometric height was determined by differential leveling
 NL0314.and adjusted by the National Geodetic Survey in June 1991..
 NL0314
 NL0314.The geoid height was determined by GEOID03.
 NL0314
 NL0314.The dynamic height is computed by dividing the NAVD 88
 NL0314.geopotential number by the normal gravity value computed on the
 NL0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0314.degrees latitude (g = 980.6199 gals.).
 NL0314
 NL0314.The modeled gravity was interpolated from observed gravity values.
 NL0314
 NL0314;                    North         East    Units  Estimated Accuracy
 NL0314;SPC IA N     - 1,110,350.    1,360,440.      MT  (+/- 180 meters Scaled)
 NL0314
 NL0314                          SUPERSEDED SURVEY CONTROL
 NL0314
 NL0314  NGVD 29 (??/??/92)  402.304  (m)         1319.89   (f) ADJ UNCH    1 2
 NL0314
 NL0314.Superseded values are not recommended for survey control.
 NL0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0314.See file dsdata.txt to determine how the superseded data were derived.
 NL0314
 NL0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH193055(NAD 83)
 NL0314_MARKER: R = RIVET
 NL0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0314_SP_SET: CULVERT
 NL0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0314
 NL0314  HISTORY     - Date     Condition        Report By
 NL0314  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0314  HISTORY     - 1934     GOOD             NGS
 NL0314
 NL0314                          STATION DESCRIPTION
 NL0314
 NL0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0314'2.8 MI W FROM EARLY.
 NL0314'2-3/4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0314'FROM EARLY, SAC COUNTY, IN SEC. 34, T. 89 N., R. 37 W., 1/2 MILE
 NL0314'WEST OF MILEPOST 24, AT CAST-IRON PIPE CULVERT 1477, AND ON
 NL0314'THE TOP OF THE BELL AT THE SOUTH END.  AN UNMARKED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8380 ***********************************************************************
 AI8380  DESIGNATION -  753913 3
 AI8380  PID         -  AI8380
 AI8380  STATE/COUNTY-  IA/POTTAWATTAMIE
 AI8380  USGS QUAD   -  AVOCA SE (1963)
 AI8380
 AI8380                         *CURRENT SURVEY CONTROL
 AI8380  ___________________________________________________________________
 AI8380* NAD 83(1996)-  41 17 20.49343(N)    095 17 20.33545(W)     ADJUSTED  
 AI8380* NAVD 88     -       379.4    (meters)    1245.     (feet)  GPS OBS   
 AI8380  ___________________________________________________________________
 AI8380  X           -    -442,435.375 (meters)                     COMP
 AI8380  Y           -  -4,779,300.720 (meters)                     COMP
 AI8380  Z           -   4,186,826.894 (meters)                     COMP
 AI8380  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AI8380  ELLIP HEIGHT-         351.65  (meters)          (07/06/04) GPS OBS
 AI8380  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AI8380
 AI8380  HORZ ORDER  -  FIRST
 AI8380  ELLP ORDER  -  FOURTH    CLASS II
 AI8380
 AI8380.The horizontal coordinates were established by GPS observations
 AI8380.and adjusted by the National Geodetic Survey in November 2000..
 AI8380
 AI8380.The orthometric height was determined by GPS observations and a
 AI8380.high-resolution geoid model.
 AI8380
 AI8380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8380
 AI8380.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8380
 AI8380.The ellipsoidal height was determined by GPS observations
 AI8380.and is referenced to NAD 83.
 AI8380
 AI8380.The geoid height was determined by GEOID03.
 AI8380
 AI8380;                    North         East     Units Scale Factor Converg.
 AI8380;SPC IA S     -   144,685.749   350,161.210   MT  0.99994955   -1 10 42.3
 AI8380;UTM  15      - 4,573,369.569   308,329.806   MT  1.00005215   -1 30 39.1
 AI8380
 AI8380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8380!SPC IA S     -   0.99994485  x   0.99994955  =   0.99989440
 AI8380!UTM  15      -   0.99994485  x   1.00005215  =   0.99999699
 AI8380
 AI8380                          SUPERSEDED SURVEY CONTROL
 AI8380
 AI8380  ELLIP H (11/17/00)  351.71   (m)                       GP(       ) 4 1
 AI8380
 AI8380.Superseded values are not recommended for survey control.
 AI8380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8380.See file dsdata.txt to determine how the superseded data were derived.
 AI8380
 AI8380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF0833073370(NAD 83)
 AI8380_MARKER: DD = SURVEY DISK
 AI8380_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI8380+WITH SETTING: INFORMATION.
 AI8380_STAMPING: 753913-3 POTTAWATTAMIE CO. 586
 AI8380_MARK LOGO: NONE  
 AI8380_PROJECTION: RECESSED 20 CENTIMETERS
 AI8380_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8380+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 AI8380_ROD/PIPE-DEPTH:  2.1 meters
 AI8380
 AI8380  HISTORY     - Date     Condition        Report By
 AI8380  HISTORY     - 19990112 MONUMENTED       MERRIC
 AI8380
 AI8380                          STATION DESCRIPTION
 AI8380
 AI8380'DESCRIBED BY MERRICK AND COMPANY 1999 (KTK)
 AI8380'TO REACH THE STATION FROM OAKLAND, FROM THE INTERSECTION OF US
 AI8380'HIGHWAY 6 AND US HIGHWAY 59 TRAVEL EAST 5 MILES TO 470TH STREET,
 AI8380'THEN TRAVEL SOUTH ON 470TH STREET 2 MILES TO HACKBERRY ROAD. THE
 AI8380'STATION IS LOCATED ON THE NORTHEAST CORNER OF INTERSECTION OF
 AI8380'470TH STREET AND HACKEBERRY ROAD, 3 FEET SOUTH OF ORANGE
 AI8380'CARSONITE POST, 9 FEET EAST OF EAST EDGE GRAVEL 470TH STREET, 17.5
 AI8380'WEST OF END OF FENCE, 52.5 FEET NORTH OF STOP SIGN, IN ROAD RIGHT OF
 AI8380'WAY.
 AI8380'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0272 ***********************************************************************
 NL0272  DESIGNATION -  754.47
 NL0272  PID         -  NL0272
 NL0272  STATE/COUNTY-  IA/SAC
 NL0272  USGS QUAD   -  SCHALLER SOUTH (1980)
 NL0272
 NL0272                         *CURRENT SURVEY CONTROL
 NL0272  ___________________________________________________________________
 NL0272* NAD 83(1986)-  42 29 59.     (N)    095 21 43.     (W)     SCALED    
 NL0272* NAVD 88     -       402.785  (meters)    1321.47   (feet)  ADJUSTED  
 NL0272  ___________________________________________________________________
 NL0272  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 NL0272  DYNAMIC HT  -         402.644 (meters)    1321.01  (feet)  COMP
 NL0272  MODELED GRAV-     980,258.0   (mgal)                       NAVD 88
 NL0272
 NL0272  VERT ORDER  -  FIRST     CLASS II
 NL0272
 NL0272.The horizontal coordinates were scaled from a topographic map and have
 NL0272.an estimated accuracy of +/- 6 seconds.
 NL0272
 NL0272.The orthometric height was determined by differential leveling
 NL0272.and adjusted by the National Geodetic Survey in June 1991..
 NL0272
 NL0272.The geoid height was determined by GEOID03.
 NL0272
 NL0272.The dynamic height is computed by dividing the NAVD 88
 NL0272.geopotential number by the normal gravity value computed on the
 NL0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0272.degrees latitude (g = 980.6199 gals.).
 NL0272
 NL0272.The modeled gravity was interpolated from observed gravity values.
 NL0272
 NL0272;                    North         East    Units  Estimated Accuracy
 NL0272;SPC IA N     - 1,112,730.    1,346,970.      MT  (+/- 180 meters Scaled)
 NL0272
 NL0272                          SUPERSEDED SURVEY CONTROL
 NL0272
 NL0272  NGVD 29 (??/??/92)  402.667  (m)         1321.08   (f) ADJ UNCH    1 2
 NL0272
 NL0272.Superseded values are not recommended for survey control.
 NL0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0272.See file dsdata.txt to determine how the superseded data were derived.
 NL0272
 NL0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH059079(NAD 83)
 NL0272_MARKER: R = RIVET
 NL0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0272_SP_SET: CULVERT
 NL0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0272
 NL0272  HISTORY     - Date     Condition        Report By
 NL0272  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0272  HISTORY     - 1933     GOOD             NGS
 NL0272  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0272
 NL0272                          STATION DESCRIPTION
 NL0272
 NL0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 NL0272'3.8 MI W FROM SCHALLER.
 NL0272'3-3/4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0272'FROM SCHALLER, ABOUT 1/4 MILE EAST OF THE WEST LINE OF SEC.
 NL0272'29, T. 89 N., R. 38 W., ABOUT 1/3 MILE WEST OF MILEPOST 33,
 NL0272'AT CULVERT 1497, ON THE TOP OF THE NORTHWEST CORNER OF THE
 NL0272'CONCRETE HEADWALL, AND MARKED BY A CHISELED LINE.  THE TOP OF
 NL0272'THE HEADWALL.
 NL0272
 NL0272                          STATION RECOVERY (2000)
 NL0272
 NL0272'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0272'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0310 ***********************************************************************
 NL0310  DESIGNATION -  758.65
 NL0310  PID         -  NL0310
 NL0310  STATE/COUNTY-  IA/SAC
 NL0310  USGS QUAD   -  EARLY (1980)
 NL0310
 NL0310                         *CURRENT SURVEY CONTROL
 NL0310  ___________________________________________________________________
 NL0310* NAD 83(1986)-  42 27 43.     (N)    095 10 00.     (W)     SCALED    
 NL0310* NAVD 88     -       403.967  (meters)    1325.35   (feet)  ADJUSTED  
 NL0310  ___________________________________________________________________
 NL0310  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 NL0310  DYNAMIC HT  -         403.823 (meters)    1324.88  (feet)  COMP
 NL0310  MODELED GRAV-     980,253.4   (mgal)                       NAVD 88
 NL0310
 NL0310  VERT ORDER  -  FIRST     CLASS II
 NL0310
 NL0310.The horizontal coordinates were scaled from a topographic map and have
 NL0310.an estimated accuracy of +/- 6 seconds.
 NL0310
 NL0310.The orthometric height was determined by differential leveling
 NL0310.and adjusted by the National Geodetic Survey in June 1991..
 NL0310
 NL0310.The geoid height was determined by GEOID03.
 NL0310
 NL0310.The dynamic height is computed by dividing the NAVD 88
 NL0310.geopotential number by the normal gravity value computed on the
 NL0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0310.degrees latitude (g = 980.6199 gals.).
 NL0310
 NL0310.The modeled gravity was interpolated from observed gravity values.
 NL0310
 NL0310;                    North         East    Units  Estimated Accuracy
 NL0310;SPC IA N     - 1,108,200.    1,362,930.      MT  (+/- 180 meters Scaled)
 NL0310
 NL0310                          SUPERSEDED SURVEY CONTROL
 NL0310
 NL0310  NGVD 29 (??/??/92)  403.861  (m)         1325.00   (f) ADJ UNCH    1 2
 NL0310
 NL0310.Superseded values are not recommended for survey control.
 NL0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0310.See file dsdata.txt to determine how the superseded data were derived.
 NL0310
 NL0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH218033(NAD 83)
 NL0310_MARKER: R = RIVET
 NL0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0310_SP_SET: CULVERT
 NL0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0310
 NL0310  HISTORY     - Date     Condition        Report By
 NL0310  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0310  HISTORY     - 1934     GOOD             NGS
 NL0310
 NL0310                          STATION DESCRIPTION
 NL0310
 NL0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0310'0.8 MI W FROM EARLY.
 NL0310'3/4 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0310'EARLY, SAC COUNTY, IN THE SOUTHWEST QUARTER OF SEC. 4, T. 88 N.,
 NL0310'R. 37 W., 0.5 MILE WEST OF MILEPOST 22, 60 YARDS EAST OF THE
 NL0310'ROAD ALONG THE WEST SIDE OF SECTION 4, AT CULVERT 1468, AND
 NL0310'ON THE TOP OF THE NORTHWEST CORNER OF THE NORTH STONE HEADWALL.
 NL0310'AN UNMARKED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0118 ***********************************************************************
 MH0118  DESIGNATION -  760
 MH0118  PID         -  MH0118
 MH0118  STATE/COUNTY-  IA/MAHASKA
 MH0118  USGS QUAD   -  LEIGHTON (1980)
 MH0118
 MH0118                         *CURRENT SURVEY CONTROL
 MH0118  ___________________________________________________________________
 MH0118* NAD 83(1986)-  41 20 07.     (N)    092 47 05.     (W)     SCALED    
 MH0118* NAVD 88     -       231.626  (meters)     759.93   (feet)  ADJUSTED  
 MH0118  ___________________________________________________________________
 MH0118  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MH0118  DYNAMIC HT  -         231.527 (meters)     759.60  (feet)  COMP
 MH0118  MODELED GRAV-     980,193.8   (mgal)                       NAVD 88
 MH0118
 MH0118  VERT ORDER  -  FIRST     CLASS II
 MH0118
 MH0118.The horizontal coordinates were scaled from a topographic map and have
 MH0118.an estimated accuracy of +/- 6 seconds.
 MH0118
 MH0118.The orthometric height was determined by differential leveling
 MH0118.and adjusted by the National Geodetic Survey in June 1991..
 MH0118
 MH0118.The geoid height was determined by GEOID03.
 MH0118
 MH0118.The dynamic height is computed by dividing the NAVD 88
 MH0118.geopotential number by the normal gravity value computed on the
 MH0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0118.degrees latitude (g = 980.6199 gals.).
 MH0118
 MH0118.The modeled gravity was interpolated from observed gravity values.
 MH0118
 MH0118;                    North         East    Units  Estimated Accuracy
 MH0118;SPC IA S     -   148,530.      559,870.      MT  (+/- 180 meters Scaled)
 MH0118
 MH0118                          SUPERSEDED SURVEY CONTROL
 MH0118
 MH0118  NGVD 29 (??/??/92)  231.604  (m)          759.85   (f) ADJ UNCH    1 2
 MH0118
 MH0118.Superseded values are not recommended for survey control.
 MH0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0118.See file dsdata.txt to determine how the superseded data were derived.
 MH0118
 MH0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF180760(NAD 83)
 MH0118_MARKER: P = PIPE CAP
 MH0118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MH0118_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MH0118_STAMPING: 760 IOWA
 MH0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0118
 MH0118  HISTORY     - Date     Condition        Report By
 MH0118  HISTORY     - UNK      MONUMENTED       USGS
 MH0118  HISTORY     - 1930     GOOD             NGS
 MH0118
 MH0118                          STATION DESCRIPTION
 MH0118
 MH0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 MH0118'AT LEIGHTON.
 MH0118'AT LEIGHTON, MAHASKA COUNTY, 800 FEET EAST OF THE CHICAGO, ROCK
 MH0118'ISLAND AND PACIFIC RAILWAY STATION, BETWEEN POWERLINE TOWERS
 MH0118'284 AND 283, 3 FEET EAST OF THE WEST FENCE LINE OF A ROAD
 MH0118'FENCED 50 FEET WIDE, 73 FEET NORTHEAST OF THE CENTERLINE OF THE
 MH0118'TRACK, AND 27 FEET NORTH OF A FENCE CORNER.  A UNITED STATES
 MH0118'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 760 IOWA AND RIVETED ON
 MH0118'THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8379 ***********************************************************************
 AI8379  DESIGNATION -  764033 3
 AI8379  PID         -  AI8379
 AI8379  STATE/COUNTY-  IA/POTTAWATTAMIE
 AI8379  USGS QUAD   -  OAKLAND (1963)
 AI8379
 AI8379                         *CURRENT SURVEY CONTROL
 AI8379  ___________________________________________________________________
 AI8379* NAD 83(1996)-  41 19 57.03438(N)    095 27 38.63321(W)     ADJUSTED  
 AI8379* NAVD 88     -       358.6    (meters)    1177.     (feet)  GPS OBS   
 AI8379  ___________________________________________________________________
 AI8379  X           -    -456,454.879 (meters)                     COMP
 AI8379  Y           -  -4,774,763.789 (meters)                     COMP
 AI8379  Z           -   4,190,440.873 (meters)                     COMP
 AI8379  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AI8379  ELLIP HEIGHT-         330.92  (meters)          (07/06/04) GPS OBS
 AI8379  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AI8379
 AI8379  HORZ ORDER  -  FIRST
 AI8379  ELLP ORDER  -  FOURTH    CLASS II
 AI8379
 AI8379.The horizontal coordinates were established by GPS observations
 AI8379.and adjusted by the National Geodetic Survey in November 2000..
 AI8379
 AI8379.The orthometric height was determined by GPS observations and a
 AI8379.high-resolution geoid model.
 AI8379
 AI8379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8379
 AI8379.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8379
 AI8379.The ellipsoidal height was determined by GPS observations
 AI8379.and is referenced to NAD 83.
 AI8379
 AI8379.The geoid height was determined by GEOID03.
 AI8379
 AI8379;                    North         East     Units Scale Factor Converg.
 AI8379;SPC IA S     -   149,823.626   335,887.267   MT  0.99995100   -1 17 29.5
 AI8379;UTM  15      - 4,578,591.104   294,084.049   MT  1.00012185   -1 37 32.5
 AI8379
 AI8379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8379!SPC IA S     -   0.99994810  x   0.99995100  =   0.99989910
 AI8379!UTM  15      -   0.99994810  x   1.00012185  =   1.00006994
 AI8379
 AI8379                          SUPERSEDED SURVEY CONTROL
 AI8379
 AI8379  ELLIP H (11/17/00)  330.96   (m)                       GP(       ) 4 1
 AI8379
 AI8379.Superseded values are not recommended for survey control.
 AI8379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8379.See file dsdata.txt to determine how the superseded data were derived.
 AI8379
 AI8379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF9408478591(NAD 83)
 AI8379_MARKER: DD = SURVEY DISK
 AI8379_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI8379+WITH SETTING: INFORMATION.
 AI8379_STAMPING: 764033-3 POTTAWATTAMIE CO. 569
 AI8379_MARK LOGO: NONE  
 AI8379_PROJECTION: RECESSED 8 CENTIMETERS
 AI8379_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8379+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 AI8379_ROD/PIPE-DEPTH:  2.1 meters
 AI8379
 AI8379  HISTORY     - Date     Condition        Report By
 AI8379  HISTORY     - 19990112 MONUMENTED       MERRIC
 AI8379
 AI8379                          STATION DESCRIPTION
 AI8379
 AI8379'DESCRIBED BY MERRICK AND COMPANY 1999 (KTK)
 AI8379'TO REACH THE STATION FROM OAKLAND ROAD (G42) AND HIGHWAY 6 IN
 AI8379'DOWNTOWN OAKLAND, GO WEST (NW) ON COUNTY ROAD G42 3.6 MILES AT
 AI8379'WHICH POINT ROAD TURNS INTO COUNTY ROAD M16, CONTINUE 1 MILE TO
 AI8379'STATION ON RIGHT AT THE NORTHEAST CORNER OF THE INTERSECTION.
 AI8379'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE
 AI8379'INTERSECTION OF IDLEWOOD ROAD AND 380TH STREET (COUNTY ROAD M16),
 AI8379'1.4 FEET WEST OF BARBED WIRE FENCE AND CARSONITE POST, 38.8 FEET
 AI8379'NORTH OF UNDERGROUND CABLE MARKER SIGN, 34.6 FEET EAST OF EAST
 AI8379'EDGE 380TH STREET, 90 FEET NORTH OF THE IDLEWOOD ROAD, IN PUBLIC
 AI8379'RIGHT OF WAY.
 AI8379'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8375 ***********************************************************************
 AI8375  DESIGNATION -  764204 1
 AI8375  PID         -  AI8375
 AI8375  STATE/COUNTY-  IA/POTTAWATTAMIE
 AI8375  USGS QUAD   -  UNDERWOOD (1994)
 AI8375
 AI8375                         *CURRENT SURVEY CONTROL
 AI8375  ___________________________________________________________________
 AI8375* NAD 83(1996)-  41 25 03.70932(N)    095 40 10.64719(W)     ADJUSTED  
 AI8375* NAVD 88     -       332.8    (meters)    1092.     (feet)  GPS OBS   
 AI8375  ___________________________________________________________________
 AI8375  X           -    -473,240.169 (meters)                     COMP
 AI8375  Y           -  -4,766,824.904 (meters)                     COMP
 AI8375  Z           -   4,197,523.358 (meters)                     COMP
 AI8375  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AI8375  ELLIP HEIGHT-         304.59  (meters)          (07/06/04) GPS OBS
 AI8375  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 AI8375
 AI8375  HORZ ORDER  -  FIRST
 AI8375  ELLP ORDER  -  FOURTH    CLASS II
 AI8375
 AI8375.The horizontal coordinates were established by GPS observations
 AI8375.and adjusted by the National Geodetic Survey in November 2000..
 AI8375
 AI8375.The orthometric height was determined by GPS observations and a
 AI8375.high-resolution geoid model.
 AI8375
 AI8375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8375
 AI8375.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8375
 AI8375.The ellipsoidal height was determined by GPS observations
 AI8375.and is referenced to NAD 83.
 AI8375
 AI8375.The geoid height was determined by GEOID03.
 AI8375
 AI8375;                    North         East     Units Scale Factor Converg.
 AI8375;SPC IA S     -   159,696.373   318,642.397   MT  0.99995551   -1 25 44.9
 AI8375;UTM  15      - 4,588,566.903   276,893.681   MT  1.00021262   -1 46 00.5
 AI8375
 AI8375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8375!SPC IA S     -   0.99995223  x   0.99995551  =   0.99990774
 AI8375!UTM  15      -   0.99995223  x   1.00021262  =   1.00016484
 AI8375
 AI8375                          SUPERSEDED SURVEY CONTROL
 AI8375
 AI8375  ELLIP H (11/17/00)  304.63   (m)                       GP(       ) 4 1
 AI8375
 AI8375.Superseded values are not recommended for survey control.
 AI8375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8375.See file dsdata.txt to determine how the superseded data were derived.
 AI8375
 AI8375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF7689488567(NAD 83)
 AI8375_MARKER: DD = SURVEY DISK
 AI8375_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI8375+WITH SETTING: INFORMATION.
 AI8375_STAMPING: 764204-1 POTTAWATTAMIE CO. 535
 AI8375_MARK LOGO: NONE  
 AI8375_PROJECTION: RECESSED 8 CENTIMETERS
 AI8375_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8375+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 AI8375_ROD/PIPE-DEPTH:  2.1 meters
 AI8375
 AI8375  HISTORY     - Date     Condition        Report By
 AI8375  HISTORY     - 19990112 MONUMENTED       MERRIC
 AI8375
 AI8375                          STATION DESCRIPTION
 AI8375
 AI8375'DESCRIBED BY MERRICK AND COMPANY 1999 (KTK)
 AI8375'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD G30
 AI8375'AND HIGHWAY 191 ON THE NORTH SIDE OF THE TOWN OF UNDERWOOD,
 AI8375'IOWA, GO NORTHEAST ON HIGHWAY 191 2.3 MILES TO THE INTERSECTION OF
 AI8375'ROSEWOOD ROAD, TURN LEFT (WEST) AND GO O.8 MILES ON ROSEWOOD
 AI8375'ROAD TO A (T) INTERSECTION WITH COUNTY ROAD L52. POINT IS LOCATED AT
 AI8375'THE SOUTHWEST CORNER OF THE INTERSECTION, 14 FEET WEST OF THE
 AI8375'WEST EDGE OF 220TH , 70 FEET SOUTH OF CENTERLINE OF ROSEWOOD
 AI8375'ROAD, 65 FEET SOUTHWEST OF POWER POLE, 2 FEET EAST OF ORANGE
 AI8375'CARSONITE POST AND NORTH-SOUTH FENCE, IN PUBLIC RIGHT OF WAY,
 AI8375'APPROXIMATELY 5 FEET BELOW THE SURFACE OF THE ROAD.
 AI8375' 
 AI8375'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8378 ***********************************************************************
 AI8378  DESIGNATION -  764235 3
 AI8378  PID         -  AI8378
 AI8378  STATE/COUNTY-  IA/POTTAWATTAMIE
 AI8378  USGS QUAD   -  MC CLELLAND (1994)
 AI8378
 AI8378                         *CURRENT SURVEY CONTROL
 AI8378  ___________________________________________________________________
 AI8378* NAD 83(1996)-  41 19 57.92510(N)    095 38 45.29826(W)     ADJUSTED  
 AI8378* NAVD 88     -       388.1    (meters)    1273.     (feet)  GPS OBS   
 AI8378  ___________________________________________________________________
 AI8378  X           -    -471,885.287 (meters)                     COMP
 AI8378  Y           -  -4,773,267.445 (meters)                     COMP
 AI8378  Z           -   4,190,480.911 (meters)                     COMP
 AI8378  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AI8378  ELLIP HEIGHT-         360.30  (meters)          (07/06/04) GPS OBS
 AI8378  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AI8378
 AI8378  HORZ ORDER  -  FIRST
 AI8378  ELLP ORDER  -  FOURTH    CLASS II
 AI8378
 AI8378.The horizontal coordinates were established by GPS observations
 AI8378.and adjusted by the National Geodetic Survey in November 2000..
 AI8378
 AI8378.The orthometric height was determined by GPS observations and a
 AI8378.high-resolution geoid model.
 AI8378
 AI8378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8378
 AI8378.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8378
 AI8378.The ellipsoidal height was determined by GPS observations
 AI8378.and is referenced to NAD 83.
 AI8378
 AI8378.The geoid height was determined by GEOID03.
 AI8378
 AI8378;                    North         East     Units Scale Factor Converg.
 AI8378;SPC IA S     -   150,216.983   320,391.037   MT  0.99995101   -1 24 48.7
 AI8378;UTM  15      - 4,579,074.999   278,587.108   MT  1.00020337   -1 44 53.4
 AI8378
 AI8378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8378!SPC IA S     -   0.99994349  x   0.99995101  =   0.99989450
 AI8378!UTM  15      -   0.99994349  x   1.00020337  =   1.00014685
 AI8378
 AI8378                          SUPERSEDED SURVEY CONTROL
 AI8378
 AI8378  ELLIP H (11/17/00)  360.33   (m)                       GP(       ) 4 1
 AI8378
 AI8378.Superseded values are not recommended for survey control.
 AI8378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8378.See file dsdata.txt to determine how the superseded data were derived.
 AI8378
 AI8378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF7858779075(NAD 83)
 AI8378_MARKER: DD = SURVEY DISK
 AI8378_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI8378+WITH SETTING: INFORMATION.
 AI8378_STAMPING: 764235-3 POTTAWATTAMIE CO. 566
 AI8378_MARK LOGO: NONE  
 AI8378_PROJECTION: RECESSED 8 CENTIMETERS
 AI8378_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8378+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AI8378_ROD/PIPE-DEPTH:  2.1 meters
 AI8378
 AI8378  HISTORY     - Date     Condition        Report By
 AI8378  HISTORY     - 19990112 MONUMENTED       MERRIC
 AI8378  HISTORY     - 20051012 GOOD             INDIV
 AI8378
 AI8378                          STATION DESCRIPTION
 AI8378
 AI8378'DESCRIBED BY MERRICK AND COMPANY 1999 (KTK)
 AI8378'TO REACH THE STATION FROM THE INTERSECTION OF L52 ROAD AND
 AI8378'IDLEWOOD ROAD ON THE EAST SIDE OF MCLELLAND, TRAVEL EAST 2.3 MILES
 AI8378'TO THE INTERSECTION OF IDLEWOOD ROAD AND 282ND STREET. THE
 AI8378'STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION
 AI8378'OF IDLEWOOD AND 282ND , 3 FEET WEST OF THE ORANGE CARSONITE POST,
 AI8378'15 FEET EAST OF EAST EDGE OF 282ND STREET, 32 FEET NORTH OF NORTH
 AI8378'EDGE OF IDLEWOOD ROAD, 9 FEET NORTHWEST OF POWER POLE.
 AI8378'
 AI8378
 AI8378                          STATION RECOVERY (2005)
 AI8378
 AI8378'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MLS)
 AI8378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8374 ***********************************************************************
 AI8374  DESIGNATION -  764306 1
 AI8374  PID         -  AI8374
 AI8374  STATE/COUNTY-  IA/POTTAWATTAMIE
 AI8374  USGS QUAD   -  HONEY CREEK (1994)
 AI8374
 AI8374                         *CURRENT SURVEY CONTROL
 AI8374  ___________________________________________________________________
 AI8374* NAD 83(1996)-  41 24 47.20050(N)    095 49 31.46748(W)     ADJUSTED  
 AI8374* NAVD 88     -       307.6    (meters)    1009.     (feet)  GPS OBS   
 AI8374  ___________________________________________________________________
 AI8374  X           -    -486,231.358 (meters)                     COMP
 AI8374  Y           -  -4,765,836.920 (meters)                     COMP
 AI8374  Z           -   4,197,124.685 (meters)                     COMP
 AI8374  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AI8374  ELLIP HEIGHT-         279.33  (meters)          (07/06/04) GPS OBS
 AI8374  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AI8374
 AI8374  HORZ ORDER  -  FIRST
 AI8374  ELLP ORDER  -  FOURTH    CLASS II
 AI8374
 AI8374.The horizontal coordinates were established by GPS observations
 AI8374.and adjusted by the National Geodetic Survey in November 2000..
 AI8374
 AI8374.The orthometric height was determined by GPS observations and a
 AI8374.high-resolution geoid model.
 AI8374
 AI8374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8374
 AI8374.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8374
 AI8374.The ellipsoidal height was determined by GPS observations
 AI8374.and is referenced to NAD 83.
 AI8374
 AI8374.The geoid height was determined by GEOID03.
 AI8374
 AI8374;                    North         East     Units Scale Factor Converg.
 AI8374;SPC IA S     -   159,523.735   305,609.939   MT  0.99995521   -1 31 54.3
 AI8374;UTM  15      - 4,588,471.092   263,856.602   MT  1.00028632   -1 52 11.4
 AI8374
 AI8374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8374!SPC IA S     -   0.99995619  x   0.99995521  =   0.99991140
 AI8374!UTM  15      -   0.99995619  x   1.00028632  =   1.00024250
 AI8374
 AI8374                          SUPERSEDED SURVEY CONTROL
 AI8374
 AI8374  ELLIP H (11/17/00)  279.37   (m)                       GP(       ) 4 1
 AI8374
 AI8374.Superseded values are not recommended for survey control.
 AI8374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8374.See file dsdata.txt to determine how the superseded data were derived.
 AI8374
 AI8374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6385788471(NAD 83)
 AI8374_MARKER: DD = SURVEY DISK
 AI8374_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI8374+WITH SETTING: INFORMATION.
 AI8374_STAMPING: 764306-1 POTTAWATTAMIE CO. 532
 AI8374_MARK LOGO: NONE  
 AI8374_PROJECTION: RECESSED 8 CENTIMETERS
 AI8374_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8374+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 AI8374_ROD/PIPE-DEPTH:  2.1 meters
 AI8374
 AI8374  HISTORY     - Date     Condition        Report By
 AI8374  HISTORY     - 19990112 MONUMENTED       MERRIC
 AI8374
 AI8374                          STATION DESCRIPTION
 AI8374
 AI8374'DESCRIBED BY MERRICK AND COMPANY 1999 (KTK)
 AI8374'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 988 AND
 AI8374'HIGHWAY 183 IN CRESCENT, IOWA, GO NORTHEAST 3.7 MILES ON
 AI8374'HIGHWAY183 TO COLDWATER AVENUE, GO 0.5 MILES NORTHEAST ON
 AI8374'COLDWATER AVENUETO STATION ON THE LEFT. THE STATION IS LOCATED AT
 AI8374'THE NORTHEAST CORNER OF COLDWATER AVENUE (ROUTE L36) AND 190TH
 AI8374'STREET, LOCATED 28 FEET EAST OF EAST EDGE OF 190TH STREET, 32 FEET
 AI8374'NORTHEAST OF THE NORTHEASTERLY EDGE OF COLDWATER AVENUE
 AI8374'(ROUTE L36), 21 FEET SOUTHEAST OF A POWER POLE, 25 FEET SOUTHWEST
 AI8374'OF (GRANGE CEMETERY) SIGN, IN THE PUBLIC ROAD RIGHT OF WAY
 AI8374'APPROXIMATELY 6 FEET BELOW THE SURFACE OF THE ROADS.
 AI8374' 
 AI8374' 
 AI8374'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0351 ***********************************************************************
 MH0351  DESIGNATION -  77 1
 MH0351  PID         -  MH0351
 MH0351  STATE/COUNTY-  IA/POLK
 MH0351  USGS QUAD   -  DES MOINES SE (1976)
 MH0351
 MH0351                         *CURRENT SURVEY CONTROL
 MH0351  ___________________________________________________________________
 MH0351* NAD 83(1986)-  41 35 27.     (N)    093 36 22.     (W)     SCALED    
 MH0351* NAVD 88     -       271.415  (meters)     890.47   (feet)  ADJUSTED  
 MH0351  ___________________________________________________________________
 MH0351  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 MH0351  DYNAMIC HT  -         271.298 (meters)     890.08  (feet)  COMP
 MH0351  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 MH0351
 MH0351  VERT ORDER  -  FIRST     CLASS II
 MH0351
 MH0351.The horizontal coordinates were scaled from a topographic map and have
 MH0351.an estimated accuracy of +/- 6 seconds.
 MH0351
 MH0351.The orthometric height was determined by differential leveling
 MH0351.and adjusted by the National Geodetic Survey in June 1991..
 MH0351
 MH0351.The geoid height was determined by GEOID03.
 MH0351
 MH0351.The dynamic height is computed by dividing the NAVD 88
 MH0351.geopotential number by the normal gravity value computed on the
 MH0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0351.degrees latitude (g = 980.6199 gals.).
 MH0351
 MH0351.The modeled gravity was interpolated from observed gravity values.
 MH0351
 MH0351;                    North         East    Units  Estimated Accuracy
 MH0351;SPC IA S     -   176,670.      491,150.      MT  (+/- 180 meters Scaled)
 MH0351
 MH0351                          SUPERSEDED SURVEY CONTROL
 MH0351
 MH0351  NGVD 29 (??/??/92)  271.386  (m)          890.37   (f) ADJ UNCH    1 2
 MH0351
 MH0351.Superseded values are not recommended for survey control.
 MH0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0351.See file dsdata.txt to determine how the superseded data were derived.
 MH0351
 MH0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG494045(NAD 83)
 MH0351_MARKER: DD = SURVEY DISK
 MH0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0351_STAMPING: 77-1
 MH0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0351+STABILITY: SURFACE MOTION
 MH0351
 MH0351  HISTORY     - Date     Condition        Report By
 MH0351  HISTORY     - UNK      MONUMENTED       IAGS
 MH0351  HISTORY     - 1935     GOOD             IAGS
 MH0351  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0351
 MH0351                          STATION DESCRIPTION
 MH0351
 MH0351'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0351'AT DES MOINES.
 MH0351'AT DES MOINES, POLK COUNTY, ON THE WEST LAWN OF THE STATE
 MH0351'CAPITOL, 71 FEET NORTHWEST OF A HYDRANT, 51.8 FEET WEST-SOUTHWEST
 MH0351'OF THE CENTER OF A LIMESTONE POST, AND 44 FEET SOUTH-SOUTHEAST
 MH0351'OF A LAMPPOST.  A STANDARD DISK, STAMPED 77-1 AND SET IN THE TOP
 MH0351'OF A CONCRETE POST.
 MH0351
 MH0351                          STATION RECOVERY (1995)
 MH0351
 MH0351'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0342 ***********************************************************************
 MH0342  DESIGNATION -  77 10
 MH0342  PID         -  MH0342
 MH0342  STATE/COUNTY-  IA/POLK
 MH0342  USGS QUAD   -  DES MOINES NE (1976)
 MH0342
 MH0342                         *CURRENT SURVEY CONTROL
 MH0342  ___________________________________________________________________
 MH0342* NAD 83(1986)-  41 43 54.     (N)    093 36 01.     (W)     SCALED    
 MH0342* NAVD 88     -       297.321  (meters)     975.46   (feet)  ADJUSTED  
 MH0342  ___________________________________________________________________
 MH0342  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 MH0342  DYNAMIC HT  -         297.195 (meters)     975.05  (feet)  COMP
 MH0342  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 MH0342
 MH0342  VERT ORDER  -  FIRST     CLASS II
 MH0342
 MH0342.The horizontal coordinates were scaled from a topographic map and have
 MH0342.an estimated accuracy of +/- 6 seconds.
 MH0342
 MH0342.The orthometric height was determined by differential leveling
 MH0342.and adjusted by the National Geodetic Survey in June 1991..
 MH0342
 MH0342.The geoid height was determined by GEOID03.
 MH0342
 MH0342.The dynamic height is computed by dividing the NAVD 88
 MH0342.geopotential number by the normal gravity value computed on the
 MH0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0342.degrees latitude (g = 980.6199 gals.).
 MH0342
 MH0342.The modeled gravity was interpolated from observed gravity values.
 MH0342
 MH0342;                    North         East    Units  Estimated Accuracy
 MH0342;SPC IA S     -   192,310.      491,660.      MT  (+/- 180 meters Scaled)
 MH0342
 MH0342                          SUPERSEDED SURVEY CONTROL
 MH0342
 MH0342  NGVD 29 (??/??/92)  297.281  (m)          975.33   (f) ADJ UNCH    1 2
 MH0342
 MH0342.Superseded values are not recommended for survey control.
 MH0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0342.See file dsdata.txt to determine how the superseded data were derived.
 MH0342
 MH0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG500201(NAD 83)
 MH0342_MARKER: DB = BENCH MARK DISK
 MH0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0342_STAMPING: 77-10
 MH0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0342+STABILITY: SURFACE MOTION
 MH0342
 MH0342  HISTORY     - Date     Condition        Report By
 MH0342  HISTORY     - UNK      MONUMENTED       IAGS
 MH0342  HISTORY     - 1935     GOOD             IAGS
 MH0342
 MH0342                          STATION DESCRIPTION
 MH0342
 MH0342'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0342'AT ANKENY.
 MH0342'AT ANKENY, POLK COUNTY, AT THE SOUTHEAST CORNER OF THE
 MH0342'INTERSECTION OF U.S. HIGHWAY 69 AND COUNTY ROAD H, IN SECTION
 MH0342'24 T 80 N, R 24 W., 41.3 FEET NORTHWEST OF A CORNER OF THE PORCH
 MH0342'OF THE G.M. WEST HOUSE, 9 FEET EAST OF A PIPE AT THE NORTHWEST
 MH0342'CORNER OF THE SECTION, 5.8 FEET SOUTHEAST OF A TOLL-LINE POLE,
 MH0342'AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY
 MH0342'STANDARD DISK, STAMPED 77-10 AND SET IN THE TOP OF A CONCRETE
 MH0342'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0383 ***********************************************************************
 MH0383  DESIGNATION -  77 1007
 MH0383  PID         -  MH0383
 MH0383  STATE/COUNTY-  IA/POLK
 MH0383  USGS QUAD   -  DES MOINES NE (1976)
 MH0383
 MH0383                         *CURRENT SURVEY CONTROL
 MH0383  ___________________________________________________________________
 MH0383* NAD 83(1986)-  41 40 55.     (N)    093 32 31.     (W)     SCALED    
 MH0383* NAVD 88     -       281.98   (+/-2cm)     925.1    (feet)  VERTCON   
 MH0383  ___________________________________________________________________
 MH0383  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 MH0383
 MH0383  VERT ORDER  -  ? (See Below)
 MH0383
 MH0383.The horizontal coordinates were scaled from a topographic map and have
 MH0383.an estimated accuracy of +/- 6 seconds.
 MH0383
 MH0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0383.The vertical order pertains to the NGVD 29 superseded value.
 MH0383
 MH0383.The geoid height was determined by GEOID03.
 MH0383
 MH0383;                    North         East    Units  Estimated Accuracy
 MH0383;SPC IA S     -   186,780.      496,510.      MT  (+/- 180 meters Scaled)
 MH0383
 MH0383                          SUPERSEDED SURVEY CONTROL
 MH0383
 MH0383  NGVD 29 (??/??/92)  281.957  (m)          925.05   (f) ADJ UNCH    ?  
 MH0383
 MH0383.Superseded values are not recommended for survey control.
 MH0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0383.See file dsdata.txt to determine how the superseded data were derived.
 MH0383
 MH0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG548146(NAD 83)
 MH0383_MARKER: DD = SURVEY DISK
 MH0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0383_STAMPING: 77-1007
 MH0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0383+STABILITY: SURFACE MOTION
 MH0383
 MH0383  HISTORY     - Date     Condition        Report By
 MH0383  HISTORY     - UNK      MONUMENTED       IAGS
 MH0383  HISTORY     - 1941     GOOD             IAGS
 MH0383
 MH0383                          STATION DESCRIPTION
 MH0383
 MH0383'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1941
 MH0383'3.7 MI S FROM ENTERPRISE.
 MH0383'3.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0383'RAILWAY FROM THE STATION AT ENTERPRISE, POLK COUNTY, IN SECTION
 MH0383'5, T79 N., R 23 W., 1/2 MILE EAST OF A WOODEN OVERPASS BRIDGE,
 MH0383'800 FEET NORTHWEST OF A QUARTER-SECTION CORNER, 99 FEET WEST
 MH0383'OF THE SECTION LINE FENCE, AT THE CENTERLINE OF A HAND-CAR
 MH0383'SET-OFF, 49 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1
 MH0383'FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD
 MH0383'DISK, STAMPED 77-1007 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0382 ***********************************************************************
 MH0382  DESIGNATION -  77 1008
 MH0382  PID         -  MH0382
 MH0382  STATE/COUNTY-  IA/POLK
 MH0382  USGS QUAD   -  DES MOINES NE (1976)
 MH0382
 MH0382                         *CURRENT SURVEY CONTROL
 MH0382  ___________________________________________________________________
 MH0382* NAD 83(1986)-  41 40 51.     (N)    093 33 04.     (W)     SCALED    
 MH0382* NAVD 88     -       274.80   (+/-2cm)     901.6    (feet)  VERTCON   
 MH0382  ___________________________________________________________________
 MH0382  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 MH0382
 MH0382  VERT ORDER  -  ? (See Below)
 MH0382
 MH0382.The horizontal coordinates were scaled from a topographic map and have
 MH0382.an estimated accuracy of +/- 6 seconds.
 MH0382
 MH0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0382.The vertical order pertains to the NGVD 29 superseded value.
 MH0382
 MH0382.The geoid height was determined by GEOID03.
 MH0382
 MH0382;                    North         East    Units  Estimated Accuracy
 MH0382;SPC IA S     -   186,660.      495,740.      MT  (+/- 180 meters Scaled)
 MH0382
 MH0382                          SUPERSEDED SURVEY CONTROL
 MH0382
 MH0382  NGVD 29 (??/??/92)  274.772  (m)          901.48   (f) ADJ UNCH    ?  
 MH0382
 MH0382.Superseded values are not recommended for survey control.
 MH0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0382.See file dsdata.txt to determine how the superseded data were derived.
 MH0382
 MH0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG541144(NAD 83)
 MH0382_MARKER: DD = SURVEY DISK
 MH0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0382_STAMPING: 77-1008
 MH0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0382+STABILITY: SURFACE MOTION
 MH0382
 MH0382  HISTORY     - Date     Condition        Report By
 MH0382  HISTORY     - UNK      MONUMENTED       IAGS
 MH0382  HISTORY     - 1941     GOOD             IAGS
 MH0382
 MH0382                          STATION DESCRIPTION
 MH0382
 MH0382'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1941
 MH0382'4.2 MI S FROM ENTERPRISE.
 MH0382'4.2 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0382'RAILWAY FROM THE STATION AT ENTERPRISE, POLK COUNTY, NEAR THE
 MH0382'CENTERLINE OF SECTION 5, T79N., R23W., EAST OF A WOODEN OVERPASS
 MH0382'BRIDGE, 12 FEET EAST OF CROSS NAILS IN A BRIDGE PILE, 25.4 FEET
 MH0382'NORTHEAST OF A BENCH MARK SPIKE IN A BRIDGE PILE SOUTH OF THE
 MH0382'TRACK, 32.3 FEET SOUTHWEST OF A POLE, AND 6 FEET NORTH OF THE
 MH0382'NORTH RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 77-1008 AND
 MH0382'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0394 ***********************************************************************
 MH0394  DESIGNATION -  77 1042
 MH0394  PID         -  MH0394
 MH0394  STATE/COUNTY-  IA/POLK
 MH0394  USGS QUAD   -  ELKHART (1972)
 MH0394
 MH0394                         *CURRENT SURVEY CONTROL
 MH0394  ___________________________________________________________________
 MH0394* NAD 83(1986)-  41 50 05.     (N)    093 31 19.     (W)     SCALED    
 MH0394* NAVD 88     -       271.43   (+/-2cm)     890.5    (feet)  VERTCON   
 MH0394  ___________________________________________________________________
 MH0394  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 MH0394
 MH0394  VERT ORDER  -  ? (See Below)
 MH0394
 MH0394.The horizontal coordinates were scaled from a topographic map and have
 MH0394.an estimated accuracy of +/- 6 seconds.
 MH0394
 MH0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0394.The vertical order pertains to the NGVD 29 superseded value.
 MH0394
 MH0394.The geoid height was determined by GEOID03.
 MH0394
 MH0394;                    North         East    Units  Estimated Accuracy
 MH0394;SPC IA S     -   203,750.      498,180.      MT  (+/- 180 meters Scaled)
 MH0394
 MH0394                          SUPERSEDED SURVEY CONTROL
 MH0394
 MH0394  NGVD 29 (??/??/92)  271.400  (m)          890.42   (f) ADJ UNCH    ?  
 MH0394
 MH0394.Superseded values are not recommended for survey control.
 MH0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0394.See file dsdata.txt to determine how the superseded data were derived.
 MH0394
 MH0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG566315(NAD 83)
 MH0394_MARKER: DD = SURVEY DISK
 MH0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0394_STAMPING: 77-1042
 MH0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0394+STABILITY: SURFACE MOTION
 MH0394
 MH0394  HISTORY     - Date     Condition        Report By
 MH0394  HISTORY     - UNK      MONUMENTED       IAGS
 MH0394  HISTORY     - 1941     GOOD             IAGS
 MH0394
 MH0394                          STATION DESCRIPTION
 MH0394
 MH0394'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1941
 MH0394'2.9 MI N FROM ELKHART.
 MH0394'2.9 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0394'RAILWAY FROM THE STATION AT ELKHART, POLK COUNTY, AT THE NORTHEAST
 MH0394'CORNER OF SECTION 16 T 81 N., R 23 W., AT THE JUNCTION OF COUNTY
 MH0394'ROAD H AND COUNTY ROAD U, 50.2 FEET SOUTHEAST OF A BRACED
 MH0394'POWERLINE POLE, 82.8 FEET EAST-NORTHEAST OF A 36-INCH WILLOW
 MH0394'TREE, 45.2 FEET WEST OF THE WEST RAIL, AND 22.9 FEET WEST OF A
 MH0394'CROSSING SIGN.  A STATE SURVEY STANDARD DISK, STAMPED 77-1042
 MH0394'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0389 ***********************************************************************
 MH0389  DESIGNATION -  77 1052
 MH0389  PID         -  MH0389
 MH0389  STATE/COUNTY-  IA/POLK
 MH0389  USGS QUAD   -  DES MOINES NE (1976)
 MH0389
 MH0389                         *CURRENT SURVEY CONTROL
 MH0389  ___________________________________________________________________
 MH0389* NAD 83(1986)-  41 44 46.     (N)    093 32 30.     (W)     SCALED    
 MH0389* NAVD 88     -       295.06   (+/-2cm)     968.0    (feet)  VERTCON   
 MH0389  ___________________________________________________________________
 MH0389  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 MH0389
 MH0389  VERT ORDER  -  ? (See Below)
 MH0389
 MH0389.The horizontal coordinates were scaled from a topographic map and have
 MH0389.an estimated accuracy of +/- 6 seconds.
 MH0389
 MH0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0389.The vertical order pertains to the NGVD 29 superseded value.
 MH0389
 MH0389.The geoid height was determined by GEOID03.
 MH0389
 MH0389;                    North         East    Units  Estimated Accuracy
 MH0389;SPC IA S     -   193,910.      496,530.      MT  (+/- 180 meters Scaled)
 MH0389
 MH0389                          SUPERSEDED SURVEY CONTROL
 MH0389
 MH0389  NGVD 29 (??/??/92)  295.034  (m)          967.96   (f) ADJ UNCH    ?  
 MH0389
 MH0389.Superseded values are not recommended for survey control.
 MH0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0389.See file dsdata.txt to determine how the superseded data were derived.
 MH0389
 MH0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG549217(NAD 83)
 MH0389_MARKER: DD = SURVEY DISK
 MH0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0389_STAMPING: 77-1052
 MH0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0389+STABILITY: SURFACE MOTION
 MH0389
 MH0389  HISTORY     - Date     Condition        Report By
 MH0389  HISTORY     - UNK      MONUMENTED       IAGS
 MH0389  HISTORY     - 1941     GOOD             IAGS
 MH0389
 MH0389                          STATION DESCRIPTION
 MH0389
 MH0389'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1941
 MH0389'1 MI N FROM ENTERPRISE.
 MH0389'ABOUT 1 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0389'RAILWAY FROM THE STATION AT ENTERPRISE, POLK COUNTY, THENCE
 MH0389'1 MILE WEST ALONG A SECTION-LINE ROAD, IN SECTION 8 T 80 N.,
 MH0389'R 23 W., AT THE DRIVEWAY TO THE DANIEL MILLER FARMHOUSE, 95 FEET
 MH0389'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 40.3 FEET
 MH0389'WEST-SOUTHWEST OF AN 18-INCH BOX ELDER TREE, 14.2 FEET EAST
 MH0389'OF THE WEST POST OF A GATE, AND 3.1 FEET WEST OF A POLE.  A
 MH0389'STATE SURVEY STANDARD DISK, STAMPED 77-1052 AND SET IN THE TOP
 MH0389'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0388 ***********************************************************************
 MH0388  DESIGNATION -  77 1057
 MH0388  PID         -  MH0388
 MH0388  STATE/COUNTY-  IA/POLK
 MH0388  USGS QUAD   -  DES MOINES NE (1976)
 MH0388
 MH0388                         *CURRENT SURVEY CONTROL
 MH0388  ___________________________________________________________________
 MH0388* NAD 83(1986)-  41 44 47.     (N)    093 31 38.     (W)     SCALED    
 MH0388* NAVD 88     -       298.55   (+/-2cm)     979.5    (feet)  VERTCON   
 MH0388  ___________________________________________________________________
 MH0388  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 MH0388
 MH0388  VERT ORDER  -  ? (See Below)
 MH0388
 MH0388.The horizontal coordinates were scaled from a topographic map and have
 MH0388.an estimated accuracy of +/- 6 seconds.
 MH0388
 MH0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0388.The vertical order pertains to the NGVD 29 superseded value.
 MH0388
 MH0388.The geoid height was determined by GEOID03.
 MH0388
 MH0388;                    North         East    Units  Estimated Accuracy
 MH0388;SPC IA S     -   193,940.      497,740.      MT  (+/- 180 meters Scaled)
 MH0388
 MH0388                          SUPERSEDED SURVEY CONTROL
 MH0388
 MH0388  NGVD 29 (??/??/92)  298.519  (m)          979.39   (f) ADJ UNCH    ?  
 MH0388
 MH0388.Superseded values are not recommended for survey control.
 MH0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0388.See file dsdata.txt to determine how the superseded data were derived.
 MH0388
 MH0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG561217(NAD 83)
 MH0388_MARKER: DD = SURVEY DISK
 MH0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0388_STAMPING: 77-1057
 MH0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0388+STABILITY: SURFACE MOTION
 MH0388
 MH0388  HISTORY     - Date     Condition        Report By
 MH0388  HISTORY     - UNK      MONUMENTED       IAGS
 MH0388  HISTORY     - 1956     MARK NOT FOUND   NGS
 MH0388
 MH0388                          STATION DESCRIPTION
 MH0388
 MH0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MH0388'1 MI N FROM ENTERPRISE.
 MH0388'ABOUT 1 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0388'RAILWAY FROM THE STATION AT ENTERPRISE, POLK COUNTY, AT THE
 MH0388'CROSSING OF THE ROAD ALONG THE SOUTH LINE OF SECTION 9 T 80 N.,
 MH0388'R 23 W., 80.8 FEET EAST-NORTHEAST OF THE SOUTHWEST FENCE CORNER,
 MH0388'55.3 FEET NORTH-NORTHWEST OF A CROSSING SIGN, 38.3 FEET WEST
 MH0388'OF THE WEST RAIL, AND 5.1 FEET NORTH OF A POLE.  A STATE SURVEY
 MH0388'STANDARD DISK, STAMPED 77-1057 AND SET IN THE TOP OF A CONCRETE
 MH0388'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0343 ***********************************************************************
 MH0343  DESIGNATION -  77 11
 MH0343  PID         -  MH0343
 MH0343  STATE/COUNTY-  IA/POLK
 MH0343  USGS QUAD   -  DES MOINES NE (1976)
 MH0343
 MH0343                         *CURRENT SURVEY CONTROL
 MH0343  ___________________________________________________________________
 MH0343* NAD 83(1986)-  41 43 40.     (N)    093 36 02.     (W)     SCALED    
 MH0343* NAVD 88     -       302.637  (meters)     992.90   (feet)  ADJUSTED  
 MH0343  ___________________________________________________________________
 MH0343  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 MH0343  DYNAMIC HT  -         302.508 (meters)     992.48  (feet)  COMP
 MH0343  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 MH0343
 MH0343  VERT ORDER  -  FIRST     CLASS II
 MH0343
 MH0343.The horizontal coordinates were scaled from a topographic map and have
 MH0343.an estimated accuracy of +/- 6 seconds.
 MH0343
 MH0343.The orthometric height was determined by differential leveling
 MH0343.and adjusted by the National Geodetic Survey in June 1991..
 MH0343
 MH0343.The geoid height was determined by GEOID03.
 MH0343
 MH0343.The dynamic height is computed by dividing the NAVD 88
 MH0343.geopotential number by the normal gravity value computed on the
 MH0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0343.degrees latitude (g = 980.6199 gals.).
 MH0343
 MH0343.The modeled gravity was interpolated from observed gravity values.
 MH0343
 MH0343;                    North         East    Units  Estimated Accuracy
 MH0343;SPC IA S     -   191,880.      491,630.      MT  (+/- 180 meters Scaled)
 MH0343
 MH0343                          SUPERSEDED SURVEY CONTROL
 MH0343
 MH0343  NGVD 29 (??/??/92)  302.597  (m)          992.77   (f) ADJ UNCH    1 2
 MH0343
 MH0343.Superseded values are not recommended for survey control.
 MH0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0343.See file dsdata.txt to determine how the superseded data were derived.
 MH0343
 MH0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG500197(NAD 83)
 MH0343_MARKER: DD = SURVEY DISK
 MH0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0343_STAMPING: 77-11
 MH0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0343+STABILITY: SURFACE MOTION
 MH0343
 MH0343  HISTORY     - Date     Condition        Report By
 MH0343  HISTORY     - UNK      MONUMENTED       IAGS
 MH0343  HISTORY     - 1935     GOOD             IAGS
 MH0343  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0343
 MH0343                          STATION DESCRIPTION
 MH0343
 MH0343'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0343'AT ANKENY.
 MH0343'AT ANKENY, POLK COUNTY, ON U.S. HIGHWAY 69, IN SECTION 23 T 80
 MH0343'N., R 24 W., 90.6 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE
 MH0343'OWNED IN 1934 BY G.P. ELLIS OF GRANGER, 77.4 FEET NORTHEAST OF
 MH0343'THE NORTHEAST CORNER OF THE MAIN PART OF A HOUSE OWNED IN 1934
 MH0343'BY ED. NEVLIN, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 MH0343'A STATE SURVEY STANDARD DISK, STAMPED 77-11 AND SET IN THE TOP
 MH0343'OF A CONCRETE POST.
 MH0343
 MH0343                          STATION RECOVERY (1995)
 MH0343
 MH0343'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0344 ***********************************************************************
 MH0344  DESIGNATION -  77 12
 MH0344  PID         -  MH0344
 MH0344  STATE/COUNTY-  IA/POLK
 MH0344  USGS QUAD   -  DES MOINES NE (1976)
 MH0344
 MH0344                         *CURRENT SURVEY CONTROL
 MH0344  ___________________________________________________________________
 MH0344* NAD 83(1986)-  41 42 17.     (N)    093 36 01.     (W)     SCALED    
 MH0344* NAVD 88     -       292.695  (meters)     960.28   (feet)  ADJUSTED  
 MH0344  ___________________________________________________________________
 MH0344  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 MH0344  DYNAMIC HT  -         292.570 (meters)     959.87  (feet)  COMP
 MH0344  MODELED GRAV-     980,189.1   (mgal)                       NAVD 88
 MH0344
 MH0344  VERT ORDER  -  FIRST     CLASS II
 MH0344
 MH0344.The horizontal coordinates were scaled from a topographic map and have
 MH0344.an estimated accuracy of +/- 6 seconds.
 MH0344
 MH0344.The orthometric height was determined by differential leveling
 MH0344.and adjusted by the National Geodetic Survey in June 1991..
 MH0344
 MH0344.The geoid height was determined by GEOID03.
 MH0344
 MH0344.The dynamic height is computed by dividing the NAVD 88
 MH0344.geopotential number by the normal gravity value computed on the
 MH0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0344.degrees latitude (g = 980.6199 gals.).
 MH0344
 MH0344.The modeled gravity was interpolated from observed gravity values.
 MH0344
 MH0344;                    North         East    Units  Estimated Accuracy
 MH0344;SPC IA S     -   189,320.      491,650.      MT  (+/- 180 meters Scaled)
 MH0344
 MH0344                          SUPERSEDED SURVEY CONTROL
 MH0344
 MH0344  NGVD 29 (??/??/92)  292.656  (m)          960.16   (f) ADJ UNCH    1 2
 MH0344
 MH0344.Superseded values are not recommended for survey control.
 MH0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0344.See file dsdata.txt to determine how the superseded data were derived.
 MH0344
 MH0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG500171(NAD 83)
 MH0344_MARKER: DD = SURVEY DISK
 MH0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0344_STAMPING: 77-12
 MH0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0344+STABILITY: SURFACE MOTION
 MH0344
 MH0344  HISTORY     - Date     Condition        Report By
 MH0344  HISTORY     - UNK      MONUMENTED       IAGS
 MH0344  HISTORY     - 1935     GOOD             IAGS
 MH0344
 MH0344                          STATION DESCRIPTION
 MH0344
 MH0344'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0344'2 MI S FROM ANKENY.
 MH0344'2 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE INTERSECTION OF
 MH0344'COUNTY ROAD H AT ANKENY, POLK COUNTY, IN SECTION 25 T 80 N.,
 MH0344'R 24 W., 80 FEET NORTH OF THE SOUTH SIDE OF THE FENCE OF THE
 MH0344'INTERNATIONAL FOX CO., 63.5 FEET EAST-NORTHEAST OF THE FOURTH
 MH0344'POWERLINE POLE NORTH OF THE SOUTHWEST CORNER OF SECTION 25, 27.7
 MH0344'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF A
 MH0344'WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED
 MH0344'77-12 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0345 ***********************************************************************
 MH0345  DESIGNATION -  77 13
 MH0345  PID         -  MH0345
 MH0345  STATE/COUNTY-  IA/POLK
 MH0345  USGS QUAD   -  DES MOINES NE (1976)
 MH0345
 MH0345                         *CURRENT SURVEY CONTROL
 MH0345  ___________________________________________________________________
 MH0345* NAD 83(1986)-  41 41 51.     (N)    093 36 03.     (W)     SCALED    
 MH0345* NAVD 88     -       292.356  (meters)     959.17   (feet)  ADJUSTED  
 MH0345  ___________________________________________________________________
 MH0345  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 MH0345  DYNAMIC HT  -         292.231 (meters)     958.76  (feet)  COMP
 MH0345  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 MH0345
 MH0345  VERT ORDER  -  FIRST     CLASS II
 MH0345
 MH0345.The horizontal coordinates were scaled from a topographic map and have
 MH0345.an estimated accuracy of +/- 6 seconds.
 MH0345
 MH0345.The orthometric height was determined by differential leveling
 MH0345.and adjusted by the National Geodetic Survey in June 1991..
 MH0345
 MH0345.The geoid height was determined by GEOID03.
 MH0345
 MH0345.The dynamic height is computed by dividing the NAVD 88
 MH0345.geopotential number by the normal gravity value computed on the
 MH0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0345.degrees latitude (g = 980.6199 gals.).
 MH0345
 MH0345.The modeled gravity was interpolated from observed gravity values.
 MH0345
 MH0345;                    North         East    Units  Estimated Accuracy
 MH0345;SPC IA S     -   188,520.      491,610.      MT  (+/- 180 meters Scaled)
 MH0345
 MH0345                          SUPERSEDED SURVEY CONTROL
 MH0345
 MH0345  NGVD 29 (??/??/92)  292.318  (m)          959.05   (f) ADJ UNCH    1 2
 MH0345
 MH0345.Superseded values are not recommended for survey control.
 MH0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0345.See file dsdata.txt to determine how the superseded data were derived.
 MH0345
 MH0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG500163(NAD 83)
 MH0345_MARKER: DD = SURVEY DISK
 MH0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0345_STAMPING: 77-13
 MH0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0345+STABILITY: SURFACE MOTION
 MH0345
 MH0345  HISTORY     - Date     Condition        Report By
 MH0345  HISTORY     - UNK      MONUMENTED       IAGS
 MH0345  HISTORY     - 1935     GOOD             IAGS
 MH0345
 MH0345                          STATION DESCRIPTION
 MH0345
 MH0345'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0345'1 MI N FROM CARNEY.
 MH0345'1 MILE NORTH ALONG U.S. HIGHWAY 69 FROM CARNEY, POLK COUNTY, IN
 MH0345'SECTION 35, T 80 N., R 24 W., 57.4 FEET EAST-NORTHEAST OF THE
 MH0345'NORTHEAST CORNER OF THE CHARLES HOWARD FARMHOUSE, 17.4 FEET
 MH0345'WEST OF THE WEST EDGE OF THE PAVEMENT, AND 2 FEET EAST OF A
 MH0345'WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK,
 MH0345'STAMPED 77-13 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0346 ***********************************************************************
 MH0346  DESIGNATION -  77 15
 MH0346  PID         -  MH0346
 MH0346  STATE/COUNTY-  IA/POLK
 MH0346  USGS QUAD   -  DES MOINES NE (1976)
 MH0346
 MH0346                         *CURRENT SURVEY CONTROL
 MH0346  ___________________________________________________________________
 MH0346* NAD 83(1986)-  41 39 31.     (N)    093 36 01.     (W)     SCALED    
 MH0346* NAVD 88     -       284.846  (meters)     934.53   (feet)  ADJUSTED  
 MH0346  ___________________________________________________________________
 MH0346  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 MH0346  DYNAMIC HT  -         284.724 (meters)     934.13  (feet)  COMP
 MH0346  MODELED GRAV-     980,187.7   (mgal)                       NAVD 88
 MH0346
 MH0346  VERT ORDER  -  FIRST     CLASS II
 MH0346
 MH0346.The horizontal coordinates were scaled from a topographic map and have
 MH0346.an estimated accuracy of +/- 6 seconds.
 MH0346
 MH0346.The orthometric height was determined by differential leveling
 MH0346.and adjusted by the National Geodetic Survey in June 1991..
 MH0346
 MH0346.The geoid height was determined by GEOID03.
 MH0346
 MH0346.The dynamic height is computed by dividing the NAVD 88
 MH0346.geopotential number by the normal gravity value computed on the
 MH0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0346.degrees latitude (g = 980.6199 gals.).
 MH0346
 MH0346.The modeled gravity was interpolated from observed gravity values.
 MH0346
 MH0346;                    North         East    Units  Estimated Accuracy
 MH0346;SPC IA S     -   184,200.      491,650.      MT  (+/- 180 meters Scaled)
 MH0346
 MH0346                          SUPERSEDED SURVEY CONTROL
 MH0346
 MH0346  NGVD 29 (??/??/92)  284.811  (m)          934.42   (f) ADJ UNCH    1 2
 MH0346
 MH0346.Superseded values are not recommended for survey control.
 MH0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0346.See file dsdata.txt to determine how the superseded data were derived.
 MH0346
 MH0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG500120(NAD 83)
 MH0346_MARKER: DD = SURVEY DISK
 MH0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0346_STAMPING: 77-15
 MH0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0346+STABILITY: SURFACE MOTION
 MH0346
 MH0346  HISTORY     - Date     Condition        Report By
 MH0346  HISTORY     - UNK      MONUMENTED       IAGS
 MH0346  HISTORY     - 1935     GOOD             IAGS
 MH0346  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0346
 MH0346                          STATION DESCRIPTION
 MH0346
 MH0346'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0346'AT MARQUISVILLE.
 MH0346'AT MARQUISVILLE, POLK COUNTY, ON U.S. HIGHWAY 69, AT THE
 MH0346'SOUTHWEST CORNER OF SECTION 12, T 79 N, R 24 W., 91.6 FEET EAST
 MH0346'OF THE SOUTHEAST CORNER OF THE E. FIORO STORE AND SERVICE
 MH0346'STATION, 32.4 FEET EAST OF AN IRON PLUG IN THE PAVEMENT, 17.9
 MH0346'FEET WEST-SOUTHWEST OF POLE 6, 17.9 FEET WEST-NORTHWEST OF A
 MH0346'FENCE CORNER, AND 3.3 FEET NORTH OF THE SECTION LINE.  A STATE
 MH0346'SURVEY STANDARD DISK, STAMPED 77-15 AND SET IN THE TOP OF A
 MH0346'CONCRETE POST.
 MH0346
 MH0346                          STATION RECOVERY (1995)
 MH0346
 MH0346'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0347 ***********************************************************************
 MH0347  DESIGNATION -  77 16
 MH0347  PID         -  MH0347
 MH0347  STATE/COUNTY-  IA/POLK
 MH0347  USGS QUAD   -  DES MOINES NE (1976)
 MH0347
 MH0347                         *CURRENT SURVEY CONTROL
 MH0347  ___________________________________________________________________
 MH0347* NAD 83(1986)-  41 39 10.     (N)    093 36 02.     (W)     SCALED    
 MH0347* NAVD 88     -       278.025  (meters)     912.15   (feet)  ADJUSTED  
 MH0347  ___________________________________________________________________
 MH0347  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 MH0347  DYNAMIC HT  -         277.906 (meters)     911.76  (feet)  COMP
 MH0347  MODELED GRAV-     980,187.5   (mgal)                       NAVD 88
 MH0347
 MH0347  VERT ORDER  -  FIRST     CLASS II
 MH0347
 MH0347.The horizontal coordinates were scaled from a topographic map and have
 MH0347.an estimated accuracy of +/- 6 seconds.
 MH0347
 MH0347.The orthometric height was determined by differential leveling
 MH0347.and adjusted by the National Geodetic Survey in June 1991..
 MH0347
 MH0347.The geoid height was determined by GEOID03.
 MH0347
 MH0347.The dynamic height is computed by dividing the NAVD 88
 MH0347.geopotential number by the normal gravity value computed on the
 MH0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0347.degrees latitude (g = 980.6199 gals.).
 MH0347
 MH0347.The modeled gravity was interpolated from observed gravity values.
 MH0347
 MH0347;                    North         East    Units  Estimated Accuracy
 MH0347;SPC IA S     -   183,550.      491,620.      MT  (+/- 180 meters Scaled)
 MH0347
 MH0347                          SUPERSEDED SURVEY CONTROL
 MH0347
 MH0347  NGVD 29 (??/??/92)  277.990  (m)          912.04   (f) ADJ UNCH    1 2
 MH0347
 MH0347.Superseded values are not recommended for survey control.
 MH0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0347.See file dsdata.txt to determine how the superseded data were derived.
 MH0347
 MH0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG499114(NAD 83)
 MH0347_MARKER: DD = SURVEY DISK
 MH0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0347_STAMPING: 77-16
 MH0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0347+STABILITY: SURFACE MOTION
 MH0347
 MH0347  HISTORY     - Date     Condition        Report By
 MH0347  HISTORY     - UNK      MONUMENTED       IAGS
 MH0347  HISTORY     - 1935     GOOD             IAGS
 MH0347
 MH0347                          STATION DESCRIPTION
 MH0347
 MH0347'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0347'AT MARQUISVILLE.
 MH0347'AT MARQUISVILLE, POLK COUNTY, ON U.S. HIGHWAY 69, IN SECTION
 MH0347'14, T 79 N, R 24 W., 78.7 FEET EAST-NORTHEAST OF THE NORTHEAST
 MH0347'CORNER OF THE GUST CARLSON WHITE BUNGALOW, 17.7 FEET WEST OF THE
 MH0347'WEST EDGE OF THE PAVEMENT, 9 FEET SOUTH OF A 3 FOOT MAPLE TREE,
 MH0347'AND 1-1/2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STATE
 MH0347'SURVEY STANDARD DISK, STAMPED 77-16 AND SET IN THE TOP OF A
 MH0347'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0348 ***********************************************************************
 MH0348  DESIGNATION -  77 17
 MH0348  PID         -  MH0348
 MH0348  STATE/COUNTY-  IA/POLK
 MH0348  USGS QUAD   -  DES MOINES NE (1976)
 MH0348
 MH0348                         *CURRENT SURVEY CONTROL
 MH0348  ___________________________________________________________________
 MH0348* NAD 83(1986)-  41 38 19.     (N)    093 36 00.     (W)     SCALED    
 MH0348* NAVD 88     -       257.962  (meters)     846.33   (feet)  ADJUSTED  
 MH0348  ___________________________________________________________________
 MH0348  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 MH0348  DYNAMIC HT  -         257.851 (meters)     845.97  (feet)  COMP
 MH0348  MODELED GRAV-     980,187.3   (mgal)                       NAVD 88
 MH0348
 MH0348  VERT ORDER  -  FIRST     CLASS II
 MH0348
 MH0348.The horizontal coordinates were scaled from a topographic map and have
 MH0348.an estimated accuracy of +/- 6 seconds.
 MH0348
 MH0348.The orthometric height was determined by differential leveling
 MH0348.and adjusted by the National Geodetic Survey in June 1991..
 MH0348
 MH0348.The geoid height was determined by GEOID03.
 MH0348
 MH0348.The dynamic height is computed by dividing the NAVD 88
 MH0348.geopotential number by the normal gravity value computed on the
 MH0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0348.degrees latitude (g = 980.6199 gals.).
 MH0348
 MH0348.The modeled gravity was interpolated from observed gravity values.
 MH0348
 MH0348;                    North         East    Units  Estimated Accuracy
 MH0348;SPC IA S     -   181,970.      491,670.      MT  (+/- 180 meters Scaled)
 MH0348
 MH0348                          SUPERSEDED SURVEY CONTROL
 MH0348
 MH0348  NGVD 29 (??/??/92)  257.930  (m)          846.23   (f) ADJ UNCH    1 2
 MH0348
 MH0348.Superseded values are not recommended for survey control.
 MH0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0348.See file dsdata.txt to determine how the superseded data were derived.
 MH0348
 MH0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG500098(NAD 83)
 MH0348_MARKER: DD = SURVEY DISK
 MH0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0348_STAMPING: 77-17
 MH0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0348+STABILITY: SURFACE MOTION
 MH0348
 MH0348  HISTORY     - Date     Condition        Report By
 MH0348  HISTORY     - UNK      MONUMENTED       IAGS
 MH0348  HISTORY     - 1935     GOOD             IAGS
 MH0348
 MH0348                          STATION DESCRIPTION
 MH0348
 MH0348'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0348'NEAR DES MOINES.
 MH0348'NEAR THE NORTH CITY LIMITS OF DES MOINES, POLK COUNTY, ON U.S.
 MH0348'HIGHWAY 69, IN SECTIONS 24 T 79 N., R 24 W., AT THE JUNCTION OF
 MH0348'CANARY STREET, OPPOSITE THE WEST END OF THE STREET, 200 FEET
 MH0348'NORTH OF A SERVICE STATION, 31 FEET EAST OF THE EDGE OF THE
 MH0348'PAVEMENT, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 MH0348'STATE SURVEY STANDARD DISK, STAMPED 77-17 AND SET IN THE TOP OF A
 MH0348'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0349 ***********************************************************************
 MH0349  DESIGNATION -  77 18
 MH0349  PID         -  MH0349
 MH0349  STATE/COUNTY-  IA/POLK
 MH0349  USGS QUAD   -  DES MOINES NE (1976)
 MH0349
 MH0349                         *CURRENT SURVEY CONTROL
 MH0349  ___________________________________________________________________
 MH0349* NAD 83(1986)-  41 38 04.     (N)    093 36 02.     (W)     SCALED    
 MH0349* NAVD 88     -       255.137  (meters)     837.06   (feet)  ADJUSTED  
 MH0349  ___________________________________________________________________
 MH0349  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 MH0349  DYNAMIC HT  -         255.027 (meters)     836.70  (feet)  COMP
 MH0349  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 MH0349
 MH0349  VERT ORDER  -  FIRST     CLASS II
 MH0349
 MH0349.The horizontal coordinates were scaled from a topographic map and have
 MH0349.an estimated accuracy of +/- 6 seconds.
 MH0349
 MH0349.The orthometric height was determined by differential leveling
 MH0349.and adjusted by the National Geodetic Survey in June 1991..
 MH0349
 MH0349.The geoid height was determined by GEOID03.
 MH0349
 MH0349.The dynamic height is computed by dividing the NAVD 88
 MH0349.geopotential number by the normal gravity value computed on the
 MH0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0349.degrees latitude (g = 980.6199 gals.).
 MH0349
 MH0349.The modeled gravity was interpolated from observed gravity values.
 MH0349
 MH0349;                    North         East    Units  Estimated Accuracy
 MH0349;SPC IA S     -   181,510.      491,620.      MT  (+/- 180 meters Scaled)
 MH0349
 MH0349                          SUPERSEDED SURVEY CONTROL
 MH0349
 MH0349  NGVD 29 (??/??/92)  255.105  (m)          836.96   (f) ADJ UNCH    1 2
 MH0349
 MH0349.Superseded values are not recommended for survey control.
 MH0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0349.See file dsdata.txt to determine how the superseded data were derived.
 MH0349
 MH0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG499093(NAD 83)
 MH0349_MARKER: DD = SURVEY DISK
 MH0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0349_STAMPING: 77-18
 MH0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0349+STABILITY: SURFACE MOTION
 MH0349
 MH0349  HISTORY     - Date     Condition        Report By
 MH0349  HISTORY     - UNK      MONUMENTED       IAGS
 MH0349  HISTORY     - 1935     GOOD             IAGS
 MH0349  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0349
 MH0349                          STATION DESCRIPTION
 MH0349
 MH0349'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0349'AT DES MOINES.
 MH0349'AT DES MOINES, POLK COUNTY, ON U.S. HIGHWAY 69 (FOURTEENTH
 MH0349'STREET), 47.1 FEET NORTH OF THE SECOND POLE SOUTH OF THE CORNER
 MH0349'OF SHAWNEE AVENUE, 54.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MH0349'OF THE CLEANERS APPLIANCE CO. BUILDING, 41 FEET SOUTH OF THE
 MH0349'SOUTH GATEPOST, AND 2.1 FEET EAST OF A 1-1/2 FOOT BRICK OST IN A
 MH0349'HEDGEROW.  A STATE SURVEY STANDARD DISK, STAMPED 77-18 AND SET IN
 MH0349'THE TOP OF A CONCRETE POST.
 MH0349
 MH0349                          STATION RECOVERY (1995)
 MH0349
 MH0349'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0334 ***********************************************************************
 MH0334  DESIGNATION -  77 2
 MH0334  PID         -  MH0334
 MH0334  STATE/COUNTY-  IA/POLK
 MH0334  USGS QUAD   -  ELKHART (1972)
 MH0334
 MH0334                         *CURRENT SURVEY CONTROL
 MH0334  ___________________________________________________________________
 MH0334* NAD 83(1986)-  41 51 46.     (N)    093 36 01.     (W)     SCALED    
 MH0334* NAVD 88     -       312.324  (meters)    1024.68   (feet)  ADJUSTED  
 MH0334  ___________________________________________________________________
 MH0334  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 MH0334  DYNAMIC HT  -         312.195 (meters)    1024.26  (feet)  COMP
 MH0334  MODELED GRAV-     980,203.2   (mgal)                       NAVD 88
 MH0334
 MH0334  VERT ORDER  -  FIRST     CLASS II
 MH0334
 MH0334.The horizontal coordinates were scaled from a topographic map and have
 MH0334.an estimated accuracy of +/- 6 seconds.
 MH0334
 MH0334.The orthometric height was determined by differential leveling
 MH0334.and adjusted by the National Geodetic Survey in June 1991..
 MH0334
 MH0334.The geoid height was determined by GEOID03.
 MH0334
 MH0334.The dynamic height is computed by dividing the NAVD 88
 MH0334.geopotential number by the normal gravity value computed on the
 MH0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0334.degrees latitude (g = 980.6199 gals.).
 MH0334
 MH0334.The modeled gravity was interpolated from observed gravity values.
 MH0334
 MH0334;                    North         East    Units  Estimated Accuracy
 MH0334;SPC IA S     -   206,870.      491,670.      MT  (+/- 180 meters Scaled)
 MH0334
 MH0334                          SUPERSEDED SURVEY CONTROL
 MH0334
 MH0334  NGVD 29 (??/??/92)  312.277  (m)         1024.53   (f) ADJ UNCH    1 2
 MH0334
 MH0334.Superseded values are not recommended for survey control.
 MH0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0334.See file dsdata.txt to determine how the superseded data were derived.
 MH0334
 MH0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG501347(NAD 83)
 MH0334_MARKER: DD = SURVEY DISK
 MH0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0334_STAMPING: 77-2
 MH0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0334+STABILITY: SURFACE MOTION
 MH0334
 MH0334  HISTORY     - Date     Condition        Report By
 MH0334  HISTORY     - UNK      MONUMENTED       IAGS
 MH0334  HISTORY     - 1935     GOOD             IAGS
 MH0334
 MH0334                          STATION DESCRIPTION
 MH0334
 MH0334'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0334'2 MI S FROM HUXLEY.
 MH0334'IN POLK COUNTY, 2 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE
 MH0334'ROAD INTERSECTION AT HUXLEY, STORY COUNTY, IN SECTION 1, T 81 N.,
 MH0334'R 24 W., AT A COUNTY-ROAD INTERSECTION, 53.5 FEET SOUTH OF THE
 MH0334'CENTERLINE OF THE ROAD, 31 FEET EAST OF THE CENTERLINE OF THE
 MH0334'HIGHWAY, 20.5 FEET SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER, 6
 MH0334'FEET SOUTH-SOUTHWEST OF A POLE, AND 2 FEET EAST OF A WHITE
 MH0334'WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED
 MH0334'77-2 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0335 ***********************************************************************
 MH0335  DESIGNATION -  77 3
 MH0335  PID         -  MH0335
 MH0335  STATE/COUNTY-  IA/POLK
 MH0335  USGS QUAD   -  ELKHART (1972)
 MH0335
 MH0335                         *CURRENT SURVEY CONTROL
 MH0335  ___________________________________________________________________
 MH0335* NAD 83(1986)-  41 51 31.     (N)    093 36 03.     (W)     SCALED    
 MH0335* NAVD 88     -       314.127  (meters)    1030.60   (feet)  ADJUSTED  
 MH0335  ___________________________________________________________________
 MH0335  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 MH0335  DYNAMIC HT  -         313.997 (meters)    1030.17  (feet)  COMP
 MH0335  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 MH0335
 MH0335  VERT ORDER  -  FIRST     CLASS II
 MH0335
 MH0335.The horizontal coordinates were scaled from a topographic map and have
 MH0335.an estimated accuracy of +/- 6 seconds.
 MH0335
 MH0335.The orthometric height was determined by differential leveling
 MH0335.and adjusted by the National Geodetic Survey in June 1991..
 MH0335
 MH0335.The geoid height was determined by GEOID03.
 MH0335
 MH0335.The dynamic height is computed by dividing the NAVD 88
 MH0335.geopotential number by the normal gravity value computed on the
 MH0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0335.degrees latitude (g = 980.6199 gals.).
 MH0335
 MH0335.The modeled gravity was interpolated from observed gravity values.
 MH0335
 MH0335;                    North         East    Units  Estimated Accuracy
 MH0335;SPC IA S     -   206,410.      491,630.      MT  (+/- 180 meters Scaled)
 MH0335
 MH0335                          SUPERSEDED SURVEY CONTROL
 MH0335
 MH0335  NGVD 29 (??/??/92)  314.080  (m)         1030.44   (f) ADJ UNCH    1 2
 MH0335
 MH0335.Superseded values are not recommended for survey control.
 MH0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0335.See file dsdata.txt to determine how the superseded data were derived.
 MH0335
 MH0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG501342(NAD 83)
 MH0335_MARKER: DD = SURVEY DISK
 MH0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0335_STAMPING: 77-3
 MH0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0335+STABILITY: SURFACE MOTION
 MH0335
 MH0335  HISTORY     - Date     Condition        Report By
 MH0335  HISTORY     - UNK      MONUMENTED       IAGS
 MH0335  HISTORY     - 1935     GOOD             IAGS
 MH0335
 MH0335                          STATION DESCRIPTION
 MH0335
 MH0335'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0335'2.2 MI S FROM HUXLEY.
 MH0335'IN POLK COUNTY, 2-1/4 MILE SOUTH ALONG U.S. HIGHWAY 69 FROM THE
 MH0335'ROAD INTERSECTION AT HUXLEY, STORY COUNTY, NEAR THE EAST QUARTER
 MH0335'CORNER OF THE NORTHEAST QUARTER OF SECTION 2, T 81 N, R 24 W.,
 MH0335'70.1 FEET WEST OF A TOLL-LINE POLE MARKED U.S.B.M. IN A ROW OF
 MH0335'POLES EAST OF THE HIGHWAY, 37 FEET WEST OF THE CENTERLINE OF THE
 MH0335'HIGHWAY, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STATE
 MH0335'SURVEY STANDARD DISK, STAMPED 77-3 AND SET IN THE TOP OF A
 MH0335'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0336 ***********************************************************************
 MH0336  DESIGNATION -  77 4
 MH0336  PID         -  MH0336
 MH0336  STATE/COUNTY-  IA/POLK
 MH0336  USGS QUAD   -  ELKHART (1972)
 MH0336
 MH0336                         *CURRENT SURVEY CONTROL
 MH0336  ___________________________________________________________________
 MH0336* NAD 83(1986)-  41 50 05.     (N)    093 36 02.     (W)     SCALED    
 MH0336* NAVD 88     -       308.169  (meters)    1011.05   (feet)  ADJUSTED  
 MH0336  ___________________________________________________________________
 MH0336  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 MH0336  DYNAMIC HT  -         308.041 (meters)    1010.63  (feet)  COMP
 MH0336  MODELED GRAV-     980,199.3   (mgal)                       NAVD 88
 MH0336
 MH0336  VERT ORDER  -  FIRST     CLASS II
 MH0336
 MH0336.The horizontal coordinates were scaled from a topographic map and have
 MH0336.an estimated accuracy of +/- 6 seconds.
 MH0336
 MH0336.The orthometric height was determined by differential leveling
 MH0336.and adjusted by the National Geodetic Survey in June 1991..
 MH0336
 MH0336.The geoid height was determined by GEOID03.
 MH0336
 MH0336.The dynamic height is computed by dividing the NAVD 88
 MH0336.geopotential number by the normal gravity value computed on the
 MH0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0336.degrees latitude (g = 980.6199 gals.).
 MH0336
 MH0336.The modeled gravity was interpolated from observed gravity values.
 MH0336
 MH0336;                    North         East    Units  Estimated Accuracy
 MH0336;SPC IA S     -   203,760.      491,650.      MT  (+/- 180 meters Scaled)
 MH0336
 MH0336                          SUPERSEDED SURVEY CONTROL
 MH0336
 MH0336  NGVD 29 (??/??/92)  308.124  (m)         1010.90   (f) ADJ UNCH    1 2
 MH0336
 MH0336.Superseded values are not recommended for survey control.
 MH0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0336.See file dsdata.txt to determine how the superseded data were derived.
 MH0336
 MH0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG501316(NAD 83)
 MH0336_MARKER: DD = SURVEY DISK
 MH0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0336_STAMPING: 77-44
 MH0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0336+STABILITY: SURFACE MOTION
 MH0336
 MH0336  HISTORY     - Date     Condition        Report By
 MH0336  HISTORY     - UNK      MONUMENTED       IAGS
 MH0336  HISTORY     - 1935     GOOD             IAGS
 MH0336
 MH0336                          STATION DESCRIPTION
 MH0336
 MH0336'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0336'4 MI S FROM HUXLEY.
 MH0336'IN POLK COUNTY, 4 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE
 MH0336'ROAD INTERSECTION AT HUXLEY, STORY COUNTY, AT THE SOUTHEAST
 MH0336'CORNER OF SECTION 11 T 81 N., R 24 W., 44.5 FEET NORTHWEST OF A
 MH0336'LEAD PLUG IN THE PAVEMENT MARKING THE SECTION CORNER, 44.8 FEET
 MH0336'SOUTHWEST OF PAVEMENT STATION 1159, AT THE NORTHWEST CORNER
 MH0336'OF THE INTERSECTION OF AN EAST-AND-WEST ROAD, 85.4 FEET NORTHWEST
 MH0336'OF CROSSED SPIKES IN THE CORNER POST AT THE SOUTHEAST CORNER
 MH0336'OF THE INTERSECTION, 63.7 FEET WEST OF CROSSED SPIKES IN A POLE
 MH0336'AT THE NORTHEAST CORNER, 2.8 FEET NORTHEAST OF CROSSED SPIKES
 MH0336'IN THE FENCE CORNER POST AT THE NORTHWEST CORNER, AND 2 FEET
 MH0336'WEST OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD
 MH0336'DISK, STAMPED 77-44 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0359 ***********************************************************************
 MH0359  DESIGNATION -  77 496
 MH0359  PID         -  MH0359
 MH0359  STATE/COUNTY-  IA/POLK
 MH0359  USGS QUAD   -  DES MOINES SW (1976)
 MH0359
 MH0359                         *CURRENT SURVEY CONTROL
 MH0359  ___________________________________________________________________
 MH0359* NAD 83(1986)-  41 34 12.     (N)    093 43 57.     (W)     SCALED    
 MH0359* NAVD 88     -       256.996  (meters)     843.16   (feet)  ADJUSTED  
 MH0359  ___________________________________________________________________
 MH0359  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 MH0359  DYNAMIC HT  -         256.885 (meters)     842.80  (feet)  COMP
 MH0359  MODELED GRAV-     980,183.9   (mgal)                       NAVD 88
 MH0359
 MH0359  VERT ORDER  -  FIRST     CLASS II
 MH0359
 MH0359.The horizontal coordinates were scaled from a topographic map and have
 MH0359.an estimated accuracy of +/- 6 seconds.
 MH0359
 MH0359.The orthometric height was determined by differential leveling
 MH0359.and adjusted by the National Geodetic Survey in June 1991..
 MH0359
 MH0359.The geoid height was determined by GEOID03.
 MH0359
 MH0359.The dynamic height is computed by dividing the NAVD 88
 MH0359.geopotential number by the normal gravity value computed on the
 MH0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0359.degrees latitude (g = 980.6199 gals.).
 MH0359
 MH0359.The modeled gravity was interpolated from observed gravity values.
 MH0359
 MH0359;                    North         East    Units  Estimated Accuracy
 MH0359;SPC IA S     -   174,380.      480,610.      MT  (+/- 180 meters Scaled)
 MH0359
 MH0359                          SUPERSEDED SURVEY CONTROL
 MH0359
 MH0359  NGVD 29 (??/??/92)  256.946  (m)          843.00   (f) ADJ UNCH    1 2
 MH0359
 MH0359.Superseded values are not recommended for survey control.
 MH0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0359.See file dsdata.txt to determine how the superseded data were derived.
 MH0359
 MH0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG389022(NAD 83)
 MH0359_MARKER: DD = SURVEY DISK
 MH0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0359_STAMPING: 496 77
 MH0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0359+STABILITY: SURFACE MOTION
 MH0359
 MH0359  HISTORY     - Date     Condition        Report By
 MH0359  HISTORY     - UNK      MONUMENTED       IAGS
 MH0359  HISTORY     - 1950     GOOD             NGS
 MH0359  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0359
 MH0359                          STATION DESCRIPTION
 MH0359
 MH0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0359'1 MI W FROM DES MOINES.
 MH0359'1.0 MILE WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILWAY FROM
 MH0359'THE STATION AT WEST DES MOINES (FORMERLY VALLEY JUNCTION), AT
 MH0359'THE OVERPASS OF STATE HIGHWAY 90, 48.0 FEET WEST OF THE CENTER
 MH0359'LINE OF THE HIGHWAY, 34.6 FEET SOUTHWEST OF THE WEST END OF THE
 MH0359'SOUTH STEEL GIRDER OF OVERPASS 11 A, 15.0 FEET SOUTH OF THE
 MH0359'SOUTH RAIL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 MH0359'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MH0359
 MH0359                          STATION RECOVERY (1995)
 MH0359
 MH0359'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0337 ***********************************************************************
 MH0337  DESIGNATION -  77 5
 MH0337  PID         -  MH0337
 MH0337  STATE/COUNTY-  IA/POLK
 MH0337  USGS QUAD   -  ELKHART (1972)
 MH0337
 MH0337                         *CURRENT SURVEY CONTROL
 MH0337  ___________________________________________________________________
 MH0337* NAD 83(1986)-  41 49 33.     (N)    093 36 00.     (W)     SCALED    
 MH0337* NAVD 88     -       309.934  (meters)    1016.84   (feet)  ADJUSTED  
 MH0337  ___________________________________________________________________
 MH0337  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 MH0337  DYNAMIC HT  -         309.805 (meters)    1016.42  (feet)  COMP
 MH0337  MODELED GRAV-     980,198.2   (mgal)                       NAVD 88
 MH0337
 MH0337  VERT ORDER  -  FIRST     CLASS II
 MH0337
 MH0337.The horizontal coordinates were scaled from a topographic map and have
 MH0337.an estimated accuracy of +/- 6 seconds.
 MH0337
 MH0337.The orthometric height was determined by differential leveling
 MH0337.and adjusted by the National Geodetic Survey in June 1991..
 MH0337
 MH0337.The geoid height was determined by GEOID03.
 MH0337
 MH0337.The dynamic height is computed by dividing the NAVD 88
 MH0337.geopotential number by the normal gravity value computed on the
 MH0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0337.degrees latitude (g = 980.6199 gals.).
 MH0337
 MH0337.The modeled gravity was interpolated from observed gravity values.
 MH0337
 MH0337;                    North         East    Units  Estimated Accuracy
 MH0337;SPC IA S     -   202,770.      491,690.      MT  (+/- 180 meters Scaled)
 MH0337
 MH0337                          SUPERSEDED SURVEY CONTROL
 MH0337
 MH0337  NGVD 29 (??/??/92)  309.888  (m)         1016.69   (f) ADJ UNCH    1 2
 MH0337
 MH0337.Superseded values are not recommended for survey control.
 MH0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0337.See file dsdata.txt to determine how the superseded data were derived.
 MH0337
 MH0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG501306(NAD 83)
 MH0337_MARKER: DD = SURVEY DISK
 MH0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0337_STAMPING: 77-5
 MH0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0337+STABILITY: SURFACE MOTION
 MH0337
 MH0337  HISTORY     - Date     Condition        Report By
 MH0337  HISTORY     - UNK      MONUMENTED       IAGS
 MH0337  HISTORY     - 1935     GOOD             IAGS
 MH0337
 MH0337                          STATION DESCRIPTION
 MH0337
 MH0337'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0337'6.5 MI N FROM ANKENY.
 MH0337'6-1/2 MILE NORTH ALONG U.S. HIGHWAY 69 FROM THE INTERSECTION OF
 MH0337'COUNTY ROAD H AT ANKENY, POLK COUNTY, IN SECTION 13 T 81 N,
 MH0337'R 24 W., 25.4 FEET NORTH OF THE FIFTH TOLL-LINE POLE SOUTH OF THE
 MH0337'QUARTER CORNER, 31 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 MH0337'AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY
 MH0337'STANDARD DISK, STAMPED 77-5 AND SET IN THE TOP OF A CONCRETE
 MH0337'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0360 ***********************************************************************
 MH0360  DESIGNATION -  77 505
 MH0360  PID         -  MH0360
 MH0360  STATE/COUNTY-  IA/POLK
 MH0360  USGS QUAD   -  DES MOINES SW (1976)
 MH0360
 MH0360                         *CURRENT SURVEY CONTROL
 MH0360  ___________________________________________________________________
 MH0360* NAD 83(1986)-  41 34 10.     (N)    093 42 26.     (W)     SCALED    
 MH0360* NAVD 88     -       247.659  (meters)     812.53   (feet)  ADJUSTED  
 MH0360  ___________________________________________________________________
 MH0360  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 MH0360  DYNAMIC HT  -         247.552 (meters)     812.18  (feet)  COMP
 MH0360  MODELED GRAV-     980,183.4   (mgal)                       NAVD 88
 MH0360
 MH0360  VERT ORDER  -  FIRST     CLASS II
 MH0360
 MH0360.The horizontal coordinates were scaled from a topographic map and have
 MH0360.an estimated accuracy of +/- 6 seconds.
 MH0360
 MH0360.The orthometric height was determined by differential leveling
 MH0360.and adjusted by the National Geodetic Survey in June 1991..
 MH0360
 MH0360.The geoid height was determined by GEOID03.
 MH0360
 MH0360.The dynamic height is computed by dividing the NAVD 88
 MH0360.geopotential number by the normal gravity value computed on the
 MH0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0360.degrees latitude (g = 980.6199 gals.).
 MH0360
 MH0360.The modeled gravity was interpolated from observed gravity values.
 MH0360
 MH0360;                    North         East    Units  Estimated Accuracy
 MH0360;SPC IA S     -   174,310.      482,720.      MT  (+/- 180 meters Scaled)
 MH0360
 MH0360                          SUPERSEDED SURVEY CONTROL
 MH0360
 MH0360  NGVD 29 (??/??/92)  247.608  (m)          812.36   (f) ADJ UNCH    1 2
 MH0360
 MH0360.Superseded values are not recommended for survey control.
 MH0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0360.See file dsdata.txt to determine how the superseded data were derived.
 MH0360
 MH0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG410022(NAD 83)
 MH0360_MARKER: DD = SURVEY DISK
 MH0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0360_STAMPING: 77 505
 MH0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0360+STABILITY: SURFACE MOTION
 MH0360
 MH0360  HISTORY     - Date     Condition        Report By
 MH0360  HISTORY     - UNK      MONUMENTED       IAGS
 MH0360  HISTORY     - 1950     GOOD             NGS
 MH0360  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0360
 MH0360                          STATION DESCRIPTION
 MH0360
 MH0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0360'AT WEST DES MOINES.
 MH0360'AT WEST DES MOINES, 350 FEET WEST OF THE CHICAGO, ROCK ISLAND
 MH0360'AND PACIFIC RAILROAD STATION, 40.8 FEET NORTH OF THE NORTH RAIL
 MH0360'OF THE MOST NORTHERLY TRACK, 14 FEET SOUTH OF THE SOUTH CURB
 MH0360'OF RAILROAD STREET, 55.5 FEET EAST OF THE EXTENDED EAST CURB
 MH0360'OF 4TH STREET, 108 FEET NORTHWEST OF THE CENTER OF A DERAIL
 MH0360'SWITCH, 93 FEET NORTHEAST OF A SWITCH STAND, SET IN THE TOP OF
 MH0360'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MH0360
 MH0360                          STATION RECOVERY (1995)
 MH0360
 MH0360'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0338 ***********************************************************************
 MH0338  DESIGNATION -  77 6
 MH0338  PID         -  MH0338
 MH0338  STATE/COUNTY-  IA/POLK
 MH0338  USGS QUAD   -  ELKHART (1972)
 MH0338
 MH0338                         *CURRENT SURVEY CONTROL
 MH0338  ___________________________________________________________________
 MH0338* NAD 83(1986)-  41 47 58.     (N)    093 36 02.     (W)     SCALED    
 MH0338* NAVD 88     -       304.983  (meters)    1000.60   (feet)  ADJUSTED  
 MH0338  ___________________________________________________________________
 MH0338  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 MH0338  DYNAMIC HT  -         304.855 (meters)    1000.18  (feet)  COMP
 MH0338  MODELED GRAV-     980,195.5   (mgal)                       NAVD 88
 MH0338
 MH0338  VERT ORDER  -  FIRST     CLASS II
 MH0338
 MH0338.The horizontal coordinates were scaled from a topographic map and have
 MH0338.an estimated accuracy of +/- 6 seconds.
 MH0338
 MH0338.The orthometric height was determined by differential leveling
 MH0338.and adjusted by the National Geodetic Survey in June 1991..
 MH0338
 MH0338.The geoid height was determined by GEOID03.
 MH0338
 MH0338.The dynamic height is computed by dividing the NAVD 88
 MH0338.geopotential number by the normal gravity value computed on the
 MH0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0338.degrees latitude (g = 980.6199 gals.).
 MH0338
 MH0338.The modeled gravity was interpolated from observed gravity values.
 MH0338
 MH0338;                    North         East    Units  Estimated Accuracy
 MH0338;SPC IA S     -   199,840.      491,640.      MT  (+/- 180 meters Scaled)
 MH0338
 MH0338                          SUPERSEDED SURVEY CONTROL
 MH0338
 MH0338  NGVD 29 (??/??/92)  304.939  (m)         1000.45   (f) ADJ UNCH    1 2
 MH0338
 MH0338.Superseded values are not recommended for survey control.
 MH0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0338.See file dsdata.txt to determine how the superseded data were derived.
 MH0338
 MH0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG501276(NAD 83)
 MH0338_MARKER: DD = SURVEY DISK
 MH0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0338_STAMPING: 77-6
 MH0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0338+STABILITY: SURFACE MOTION
 MH0338
 MH0338  HISTORY     - Date     Condition        Report By
 MH0338  HISTORY     - UNK      MONUMENTED       IAGS
 MH0338  HISTORY     - 1935     GOOD             IAGS
 MH0338
 MH0338                          STATION DESCRIPTION
 MH0338
 MH0338'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0338'4.8 MI N FROM ANKENY.
 MH0338'4-3/4 MILES NORTH ALONG U.S. HIGHWAY 69 FROM THE INTERSECTION
 MH0338'OF COUNTY ROAD H AT ANKENY, POLK COUNTY, IN SECTION 26, T 81 N.,
 MH0338'R 24 W., 105.4 FEET NORTH OF THE EAST CONCRETE POST OF A FOX
 MH0338'CHEMICAL CO. SIGN, 80 FEET NORTH OF A FENCE CORNER, 31 FEET
 MH0338'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET EAST OF THE
 MH0338'WEST FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 77-6 AND SET
 MH0338'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0339 ***********************************************************************
 MH0339  DESIGNATION -  77 7
 MH0339  PID         -  MH0339
 MH0339  STATE/COUNTY-  IA/POLK
 MH0339  USGS QUAD   -  ELKHART (1972)
 MH0339
 MH0339                         *CURRENT SURVEY CONTROL
 MH0339  ___________________________________________________________________
 MH0339* NAD 83(1986)-  41 47 27.     (N)    093 36 00.     (W)     SCALED    
 MH0339* NAVD 88     -       288.700  (meters)     947.18   (feet)  ADJUSTED  
 MH0339  ___________________________________________________________________
 MH0339  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 MH0339  DYNAMIC HT  -         288.579 (meters)     946.78  (feet)  COMP
 MH0339  MODELED GRAV-     980,194.7   (mgal)                       NAVD 88
 MH0339
 MH0339  VERT ORDER  -  FIRST     CLASS II
 MH0339
 MH0339.The horizontal coordinates were scaled from a topographic map and have
 MH0339.an estimated accuracy of +/- 6 seconds.
 MH0339
 MH0339.The orthometric height was determined by differential leveling
 MH0339.and adjusted by the National Geodetic Survey in June 1991..
 MH0339
 MH0339.The geoid height was determined by GEOID03.
 MH0339
 MH0339.The dynamic height is computed by dividing the NAVD 88
 MH0339.geopotential number by the normal gravity value computed on the
 MH0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0339.degrees latitude (g = 980.6199 gals.).
 MH0339
 MH0339.The modeled gravity was interpolated from observed gravity values.
 MH0339
 MH0339;                    North         East    Units  Estimated Accuracy
 MH0339;SPC IA S     -   198,880.      491,690.      MT  (+/- 180 meters Scaled)
 MH0339
 MH0339                          SUPERSEDED SURVEY CONTROL
 MH0339
 MH0339  NGVD 29 (??/??/92)  288.657  (m)          947.04   (f) ADJ UNCH    1 2
 MH0339
 MH0339.Superseded values are not recommended for survey control.
 MH0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0339.See file dsdata.txt to determine how the superseded data were derived.
 MH0339
 MH0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG501267(NAD 83)
 MH0339_MARKER: DD = SURVEY DISK
 MH0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0339_STAMPING: 77-7
 MH0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0339+STABILITY: SURFACE MOTION
 MH0339
 MH0339  HISTORY     - Date     Condition        Report By
 MH0339  HISTORY     - UNK      MONUMENTED       IAGS
 MH0339  HISTORY     - 1935     GOOD             IAGS
 MH0339
 MH0339                          STATION DESCRIPTION
 MH0339
 MH0339'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0339'4 MI N FROM ANKENY.
 MH0339'4 MILES NORTH ALONG U.S. HIGHWAY 69 FROM THE INTERSECTION OF
 MH0339'COUNTY ROAD H AT ANKENY, POLK COUNTY, IN SECTION 36 T 81 N.,
 MH0339'R 24 W., AT THE JUNCTION OF STATE HIGHWAY 87, 87 FEET SOUTH OF
 MH0339'THE CENTERLINE OF STATE HIGHWAY 87, 27 FEET EAST OF THE
 MH0339'CENTERLINE OF U.S. HIGHWAY 69, 25.7 FEET NORTHWEST OF A CORNER
 MH0339'POST OF THE CANOPY OF A PHILIPS SERVICE STATION, 6.5 FEET NORTH
 MH0339'OF A TOLL-LINE POLE, AND 2 FEET EAST OF A WHITE WOODEN WITNESS
 MH0339'POST.  A STATE SURVEY STANDARD DISK, STAMPED 77-7 AND SET IN THE
 MH0339'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0340 ***********************************************************************
 MH0340  DESIGNATION -  77 8
 MH0340  PID         -  MH0340
 MH0340  STATE/COUNTY-  IA/POLK
 MH0340  USGS QUAD   -  ELKHART (1972)
 MH0340
 MH0340                         *CURRENT SURVEY CONTROL
 MH0340  ___________________________________________________________________
 MH0340* NAD 83(1986)-  41 46 37.     (N)    093 36 00.     (W)     SCALED    
 MH0340* NAVD 88     -       287.086  (meters)     941.88   (feet)  ADJUSTED  
 MH0340  ___________________________________________________________________
 MH0340  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 MH0340  DYNAMIC HT  -         286.965 (meters)     941.48  (feet)  COMP
 MH0340  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 MH0340
 MH0340  VERT ORDER  -  FIRST     CLASS II
 MH0340
 MH0340.The horizontal coordinates were scaled from a topographic map and have
 MH0340.an estimated accuracy of +/- 6 seconds.
 MH0340
 MH0340.The orthometric height was determined by differential leveling
 MH0340.and adjusted by the National Geodetic Survey in June 1991..
 MH0340
 MH0340.The geoid height was determined by GEOID03.
 MH0340
 MH0340.The dynamic height is computed by dividing the NAVD 88
 MH0340.geopotential number by the normal gravity value computed on the
 MH0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0340.degrees latitude (g = 980.6199 gals.).
 MH0340
 MH0340.The modeled gravity was interpolated from observed gravity values.
 MH0340
 MH0340;                    North         East    Units  Estimated Accuracy
 MH0340;SPC IA S     -   197,340.      491,690.      MT  (+/- 180 meters Scaled)
 MH0340
 MH0340                          SUPERSEDED SURVEY CONTROL
 MH0340
 MH0340  NGVD 29 (??/??/92)  287.044  (m)          941.74   (f) ADJ UNCH    1 2
 MH0340
 MH0340.Superseded values are not recommended for survey control.
 MH0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0340.See file dsdata.txt to determine how the superseded data were derived.
 MH0340
 MH0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG501251(NAD 83)
 MH0340_MARKER: DD = SURVEY DISK
 MH0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0340_STAMPING: 77-8
 MH0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0340+STABILITY: SURFACE MOTION
 MH0340
 MH0340  HISTORY     - Date     Condition        Report By
 MH0340  HISTORY     - UNK      MONUMENTED       IAGS
 MH0340  HISTORY     - 1935     GOOD             IAGS
 MH0340
 MH0340                          STATION DESCRIPTION
 MH0340
 MH0340'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0340'3 MI N FROM ANKENY.
 MH0340'3 MILES NORTH ALONG U.S. HIGHWAY 69 FROM THE INTERSECTION OF
 MH0340'COUNTY ROAD H AT ANKENY, POLK COUNTY, IN SECTION 36, T 81 N.,
 MH0340'R 24 W., 140 FEET NORTHEAST OF A SERVICE STATION, AT THE
 MH0340'INTERSECTION OF COUNTY ROAD V, 32 FEET NORTH OF THE CENTERLINE
 MH0340'OF THE COUNTY ROAD, 30 FEET EAST OF THE CENTERLINE OF THE
 MH0340'HIGHWAY, AND 2 FEET FROM A POLE.  A STATE SURVEY STANDARD DISK,
 MH0340'STAMPED 77-8 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0341 ***********************************************************************
 MH0341  DESIGNATION -  77 9
 MH0341  PID         -  MH0341
 MH0341  STATE/COUNTY-  IA/POLK
 MH0341  USGS QUAD   -  ELKHART (1972)
 MH0341
 MH0341                         *CURRENT SURVEY CONTROL
 MH0341  ___________________________________________________________________
 MH0341* NAD 83(1986)-  41 46 06.     (N)    093 36 02.     (W)     SCALED    
 MH0341* NAVD 88     -       287.929  (meters)     944.65   (feet)  ADJUSTED  
 MH0341  ___________________________________________________________________
 MH0341  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 MH0341  DYNAMIC HT  -         287.807 (meters)     944.25  (feet)  COMP
 MH0341  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 MH0341
 MH0341  VERT ORDER  -  FIRST     CLASS II
 MH0341
 MH0341.The horizontal coordinates were scaled from a topographic map and have
 MH0341.an estimated accuracy of +/- 6 seconds.
 MH0341
 MH0341.The orthometric height was determined by differential leveling
 MH0341.and adjusted by the National Geodetic Survey in June 1991..
 MH0341
 MH0341.The geoid height was determined by GEOID03.
 MH0341
 MH0341.The dynamic height is computed by dividing the NAVD 88
 MH0341.geopotential number by the normal gravity value computed on the
 MH0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0341.degrees latitude (g = 980.6199 gals.).
 MH0341
 MH0341.The modeled gravity was interpolated from observed gravity values.
 MH0341
 MH0341;                    North         East    Units  Estimated Accuracy
 MH0341;SPC IA S     -   196,380.      491,640.      MT  (+/- 180 meters Scaled)
 MH0341
 MH0341                          SUPERSEDED SURVEY CONTROL
 MH0341
 MH0341  NGVD 29 (??/??/92)  287.888  (m)          944.51   (f) ADJ UNCH    1 2
 MH0341
 MH0341.Superseded values are not recommended for survey control.
 MH0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0341.See file dsdata.txt to determine how the superseded data were derived.
 MH0341
 MH0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG500242(NAD 83)
 MH0341_MARKER: DD = SURVEY DISK
 MH0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0341_STAMPING: 77-9
 MH0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0341+STABILITY: SURFACE MOTION
 MH0341
 MH0341  HISTORY     - Date     Condition        Report By
 MH0341  HISTORY     - UNK      MONUMENTED       IAGS
 MH0341  HISTORY     - 1935     GOOD             IAGS
 MH0341
 MH0341                          STATION DESCRIPTION
 MH0341
 MH0341'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0341'2.5 MI N FROM ANKENY.
 MH0341'2-1/2 MILES NORTH ALONG U.S. HIGHWAY 69 FROM THE INTERSECTION
 MH0341'OF COUNTY ROAD H AT ANKENY, POLK COUNTY, IN SECTION 2 T 80 N.,
 MH0341'R 24 W., 110 FEET NORTH OF THE QUARTER-SECTION-LINE FENCE OF
 MH0341'SECTIONS 1 AND 2, 105 FEET NORTH OF A SIGN ON THE WEST SIDE OF
 MH0341'THE HIGHWAYS, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 MH0341'2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY
 MH0341'STANDARD DISK, STAMPED 77-9 AND SET IN THE TOP OF A CONCRETE
 MH0341'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8377 ***********************************************************************
 AI8377  DESIGNATION -  773936 3
 AI8377  PID         -  AI8377
 AI8377  STATE/COUNTY-  IA/POTTAWATTAMIE
 AI8377  USGS QUAD   -  AVOCA (1994)
 AI8377
 AI8377                         *CURRENT SURVEY CONTROL
 AI8377  ___________________________________________________________________
 AI8377* NAD 83(1996)-  41 25 07.17799(N)    095 17 20.85830(W)     ADJUSTED  
 AI8377* NAVD 88     -       394.6    (meters)    1295.     (feet)  GPS OBS   
 AI8377  ___________________________________________________________________
 AI8377  X           -    -441,571.621 (meters)                     COMP
 AI8377  Y           -  -4,769,838.508 (meters)                     COMP
 AI8377  Z           -   4,197,644.791 (meters)                     COMP
 AI8377  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 AI8377  ELLIP HEIGHT-         366.84  (meters)          (07/06/04) GPS OBS
 AI8377  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AI8377
 AI8377  HORZ ORDER  -  FIRST
 AI8377  ELLP ORDER  -  FOURTH    CLASS II
 AI8377
 AI8377.The horizontal coordinates were established by GPS observations
 AI8377.and adjusted by the National Geodetic Survey in November 2000..
 AI8377
 AI8377.The orthometric height was determined by GPS observations and a
 AI8377.high-resolution geoid model.
 AI8377
 AI8377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8377
 AI8377.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8377
 AI8377.The ellipsoidal height was determined by GPS observations
 AI8377.and is referenced to NAD 83.
 AI8377
 AI8377.The geoid height was determined by GEOID03.
 AI8377
 AI8377;                    North         East     Units Scale Factor Converg.
 AI8377;SPC IA S     -   159,079.581   350,445.147   MT  0.99995557   -1 10 42.6
 AI8377;UTM  15      - 4,587,762.926   308,697.782   MT  1.00005040   -1 30 53.4
 AI8377
 AI8377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8377!SPC IA S     -   0.99994246  x   0.99995557  =   0.99989804
 AI8377!UTM  15      -   0.99994246  x   1.00005040  =   0.99999286
 AI8377
 AI8377                          SUPERSEDED SURVEY CONTROL
 AI8377
 AI8377  ELLIP H (11/17/00)  366.88   (m)                       GP(       ) 4 1
 AI8377
 AI8377.Superseded values are not recommended for survey control.
 AI8377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8377.See file dsdata.txt to determine how the superseded data were derived.
 AI8377
 AI8377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF0869887763(NAD 83)
 AI8377_MARKER: DD = SURVEY DISK
 AI8377_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI8377+WITH SETTING: INFORMATION.
 AI8377_STAMPING: 773936-3 POTTAWATTAMIE CO. 542
 AI8377_MARK LOGO: NONE  
 AI8377_PROJECTION: RECESSED 8 CENTIMETERS
 AI8377_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8377+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 AI8377_ROD/PIPE-DEPTH:  2.1 meters
 AI8377
 AI8377  HISTORY     - Date     Condition        Report By
 AI8377  HISTORY     - 19990112 MONUMENTED       MERRIC
 AI8377
 AI8377                          STATION DESCRIPTION
 AI8377
 AI8377'DESCRIBED BY MERRICK AND COMPANY 1999 (KTK)
 AI8377'TO REACH THE STATION FROM HANCOCK, FROM THE INTERSECTION OF
 AI8377'HIGHWAY 59 AND G-30 TRAVEL EAST 2.5 MILES TO  THE INTERSECTION OF
 AI8377'G-30 AND 470TH STREET, TRAVEL NORTH ON 470TH STREET 2 MILES TO THE
 AI8377'INTERSECTION OF 470TH AND ROSEWOOD LANE. THE STATION IS LOCATED IN
 AI8377'THE NORTHEAST QUADRANT OF THE INTERSECTION, 3.0 FEET SOUTHWEST
 AI8377'OF AN ORANGE CARSONITE POST, 26 FEET SOUTHEAST OF A FENCE ANGLE
 AI8377'POINT, 31 FEET NORTHWEST OF A POWER POLE, 30 FEET NORTHEAST OF A
 AI8377'STOP SIGN, 3.5 FEET SOUTHWEST OF FENCE.
 AI8377'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8376 ***********************************************************************
 AI8376  DESIGNATION -  774035 2
 AI8376  PID         -  AI8376
 AI8376  STATE/COUNTY-  IA/POTTAWATTAMIE
 AI8376  USGS QUAD   -  AVOCA NW (1994)
 AI8376
 AI8376                         *CURRENT SURVEY CONTROL
 AI8376  ___________________________________________________________________
 AI8376* NAD 83(1996)-  41 25 07.65192(N)    095 24 11.74838(W)     ADJUSTED  
 AI8376* NAVD 88     -       400.9    (meters)    1315.     (feet)  GPS OBS   
 AI8376  ___________________________________________________________________
 AI8376  X           -    -451,072.026 (meters)                     COMP
 AI8376  Y           -  -4,768,944.380 (meters)                     COMP
 AI8376  Z           -   4,197,659.831 (meters)                     COMP
 AI8376  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 AI8376  ELLIP HEIGHT-         373.00  (meters)          (07/06/04) GPS OBS
 AI8376  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AI8376
 AI8376  HORZ ORDER  -  FIRST
 AI8376  ELLP ORDER  -  FOURTH    CLASS II
 AI8376
 AI8376.The horizontal coordinates were established by GPS observations
 AI8376.and adjusted by the National Geodetic Survey in November 2000..
 AI8376
 AI8376.The orthometric height was determined by GPS observations and a
 AI8376.high-resolution geoid model.
 AI8376
 AI8376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8376
 AI8376.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8376
 AI8376.The ellipsoidal height was determined by GPS observations
 AI8376.and is referenced to NAD 83.
 AI8376
 AI8376.The geoid height was determined by GEOID03.
 AI8376
 AI8376;                    North         East     Units Scale Factor Converg.
 AI8376;SPC IA S     -   159,296.698   340,906.196   MT  0.99995558   -1 15 13.3
 AI8376;UTM  15      - 4,588,036.100   299,159.149   MT  1.00009644   -1 35 25.5
 AI8376
 AI8376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8376!SPC IA S     -   0.99994150  x   0.99995558  =   0.99989708
 AI8376!UTM  15      -   0.99994150  x   1.00009644  =   1.00003793
 AI8376
 AI8376                          SUPERSEDED SURVEY CONTROL
 AI8376
 AI8376  ELLIP H (11/17/00)  373.04   (m)                       GP(       ) 4 1
 AI8376
 AI8376.Superseded values are not recommended for survey control.
 AI8376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8376.See file dsdata.txt to determine how the superseded data were derived.
 AI8376
 AI8376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF9915988036(NAD 83)
 AI8376_MARKER: DD = SURVEY DISK
 AI8376_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI8376+WITH SETTING: INFORMATION.
 AI8376_STAMPING: 774035-2 POTTAWATTAMIE CO. 540
 AI8376_MARK LOGO: NONE  
 AI8376_PROJECTION: RECESSED 13 CENTIMETERS
 AI8376_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8376+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 AI8376_ROD/PIPE-DEPTH:  2.1 meters
 AI8376
 AI8376  HISTORY     - Date     Condition        Report By
 AI8376  HISTORY     - 19990112 MONUMENTED       MERRIC
 AI8376
 AI8376                          STATION DESCRIPTION
 AI8376
 AI8376'DESCRIBED BY MERRICK AND COMPANY 1999 (KTK)
 AI8376'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD G30
 AI8376'AND HIGHWAY 59 IN HANCOCK, GO WEST ON COUNTY ROAD G30 2.1 MILES TO
 AI8376'COUNTY ROAD M23, GO NORTH ON COUNTY ROAD M23 2.0 MILES TO STATION
 AI8376'ON THE LEFT. THE STATION IS LOCATED AT THE NORTHWEST CORNER OF
 AI8376'ROSEWOOD AND 410TH STREET (M23), 20 FEET WEST OF THE WEST EDGE OF
 AI8376'GRAVEL OF 410TH STREET, 1.6 FEET EAST OF CARSONITE POST, 1.9 FEET
 AI8376'EAST OF THE NORTH SOUTH BARBED WIRE FENCE, 13.5 FEET NORTH OF
 AI8376'FENCE CORNER, 31 FEET NORTH OF THE NORTH EDGE OF ROSEWOOD ROAD.
 AI8376' 
 AI8376'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0270 ***********************************************************************
 NL0270  DESIGNATION -  777.92
 NL0270  PID         -  NL0270
 NL0270  STATE/COUNTY-  IA/SAC
 NL0270  USGS QUAD   -  SCHALLER NORTH (1979)
 NL0270
 NL0270                         *CURRENT SURVEY CONTROL
 NL0270  ___________________________________________________________________
 NL0270* NAD 83(1986)-  42 30 11.     (N)    095 19 30.     (W)     SCALED    
 NL0270* NAVD 88     -       409.833  (meters)    1344.59   (feet)  ADJUSTED  
 NL0270  ___________________________________________________________________
 NL0270  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 NL0270  DYNAMIC HT  -         409.687 (meters)    1344.11  (feet)  COMP
 NL0270  MODELED GRAV-     980,253.0   (mgal)                       NAVD 88
 NL0270
 NL0270  VERT ORDER  -  FIRST     CLASS II
 NL0270
 NL0270.The horizontal coordinates were scaled from a topographic map and have
 NL0270.an estimated accuracy of +/- 6 seconds.
 NL0270
 NL0270.The orthometric height was determined by differential leveling
 NL0270.and adjusted by the National Geodetic Survey in June 1991..
 NL0270
 NL0270.The geoid height was determined by GEOID03.
 NL0270
 NL0270.The dynamic height is computed by dividing the NAVD 88
 NL0270.geopotential number by the normal gravity value computed on the
 NL0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0270.degrees latitude (g = 980.6199 gals.).
 NL0270
 NL0270.The modeled gravity was interpolated from observed gravity values.
 NL0270
 NL0270;                    North         East    Units  Estimated Accuracy
 NL0270;SPC IA N     - 1,113,030.    1,350,010.      MT  (+/- 180 meters Scaled)
 NL0270
 NL0270                          SUPERSEDED SURVEY CONTROL
 NL0270
 NL0270  NGVD 29 (??/??/92)  409.715  (m)         1344.21   (f) ADJ UNCH    1 2
 NL0270
 NL0270.Superseded values are not recommended for survey control.
 NL0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0270.See file dsdata.txt to determine how the superseded data were derived.
 NL0270
 NL0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH089082(NAD 83)
 NL0270_MARKER: R = RIVET
 NL0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0270_SP_SET: CULVERT
 NL0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0270
 NL0270  HISTORY     - Date     Condition        Report By
 NL0270  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0270  HISTORY     - 1934     GOOD             NGS
 NL0270  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0270
 NL0270                          STATION DESCRIPTION
 NL0270
 NL0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0270'1.6 MI W FROM SCHALLER.
 NL0270'1.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0270'FROM SCHALLER, IN THE SOUTHWEST QUARTER OF SEC. 22, T. 89 N.,
 NL0270'R 38 W., ABOUT 1/4 MILE WEST OF MILEPOST 31, AT CAST-IRON PIPE
 NL0270'CULVERT 1491, AND ON THE TOP OF THE BELL AT THE SOUTH END.
 NL0270'AN UNMARKED POINT.
 NL0270
 NL0270                          STATION RECOVERY (2000)
 NL0270
 NL0270'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0270'ITS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0578 ***********************************************************************
 MJ0578  DESIGNATION -  78 74
 MJ0578  PID         -  MJ0578
 MJ0578  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0578  USGS QUAD   -  NEOLA (1994)
 MJ0578
 MJ0578                         *CURRENT SURVEY CONTROL
 MJ0578  ___________________________________________________________________
 MJ0578* NAD 83(1986)-  41 26 51.     (N)    095 37 06.     (W)     SCALED    
 MJ0578* NAVD 88     -       333.193  (meters)    1093.15   (feet)  ADJUSTED  
 MJ0578  ___________________________________________________________________
 MJ0578  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 MJ0578  DYNAMIC HT  -         333.048 (meters)    1092.67  (feet)  COMP
 MJ0578  MODELED GRAV-     980,178.6   (mgal)                       NAVD 88
 MJ0578
 MJ0578  VERT ORDER  -  FIRST     CLASS II
 MJ0578
 MJ0578.The horizontal coordinates were scaled from a topographic map and have
 MJ0578.an estimated accuracy of +/- 6 seconds.
 MJ0578
 MJ0578.The orthometric height was determined by differential leveling
 MJ0578.and adjusted by the National Geodetic Survey in June 1991..
 MJ0578
 MJ0578.The geoid height was determined by GEOID03.
 MJ0578
 MJ0578.The dynamic height is computed by dividing the NAVD 88
 MJ0578.geopotential number by the normal gravity value computed on the
 MJ0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0578.degrees latitude (g = 980.6199 gals.).
 MJ0578
 MJ0578.The modeled gravity was interpolated from observed gravity values.
 MJ0578
 MJ0578;                    North         East    Units  Estimated Accuracy
 MJ0578;SPC IA S     -   162,900.      323,010.      MT  (+/- 180 meters Scaled)
 MJ0578
 MJ0578                          SUPERSEDED SURVEY CONTROL
 MJ0578
 MJ0578  NGVD 29 (??/??/92)  333.073  (m)         1092.76   (f) ADJ UNCH    1 2
 MJ0578
 MJ0578.Superseded values are not recommended for survey control.
 MJ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0578.See file dsdata.txt to determine how the superseded data were derived.
 MJ0578
 MJ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF812917(NAD 83)
 MJ0578_MARKER: DB = BENCH MARK DISK
 MJ0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0578_STAMPING: 78 74
 MJ0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0578+STABILITY: SURFACE MOTION
 MJ0578
 MJ0578  HISTORY     - Date     Condition        Report By
 MJ0578  HISTORY     - UNK      MONUMENTED       CGS
 MJ0578  HISTORY     - 1948     GOOD             NGS
 MJ0578  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0578
 MJ0578                          STATION DESCRIPTION
 MJ0578
 MJ0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0578'AT NEOLA.
 MJ0578'AT NEOLA, 0.2 MILE WEST ALONG STATE HIGHWAY 64 FROM THE FARMERS
 MJ0578'AND MERCHANTS STATE BANK, 98.3 FEET NORTH OF THE NORTH RAIL OF
 MJ0578'THE MAIN TRACK OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0578'RAILWAY, 35.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MJ0578'26.4 FEET WEST NORTHWEST OF THE CENTER OF THE WEST END OF THE
 MJ0578'SCALES AT THE DAWSON GRAIN COMPANY, 5.0 FEET WEST OF A POINT
 MJ0578'DIRECTLY IN FRONT OF THE FRONT ENTRANCE TO A STUCCO DWELLING WHICH
 MJ0578'IS ON THE NORTH SIDE OF THE HIGHWAY, 1.2 FEET SOUTH OF A REFERENCE
 MJ0578'POST, SET IN THE TOP OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
 MJ0578'MARK IS 9.9 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 MJ0578'WALL AND SIDEWALK.  NOTE-- A NEW SCALES HAS BEEN CONSTRUCTED
 MJ0578'AT THIS SITE AND THE BM WAS PROBABLY DESTROYED.
 MJ0578
 MJ0578                          STATION RECOVERY (1955)
 MJ0578
 MJ0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0321 ***********************************************************************
 NL0321  DESIGNATION -  788.50
 NL0321  PID         -  NL0321
 NL0321  STATE/COUNTY-  IA/IDA
 NL0321  USGS QUAD   -  IDA GROVE NW (1967)
 NL0321
 NL0321                         *CURRENT SURVEY CONTROL
 NL0321  ___________________________________________________________________
 NL0321* NAD 83(1986)-  42 29 57.     (N)    095 29 54.     (W)     SCALED    
 NL0321* NAVD 88     -       413.132  (meters)    1355.42   (feet)  ADJUSTED  
 NL0321  ___________________________________________________________________
 NL0321  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 NL0321  DYNAMIC HT  -         412.988 (meters)    1354.94  (feet)  COMP
 NL0321  MODELED GRAV-     980,258.6   (mgal)                       NAVD 88
 NL0321
 NL0321  VERT ORDER  -  FIRST     CLASS II
 NL0321
 NL0321.The horizontal coordinates were scaled from a topographic map and have
 NL0321.an estimated accuracy of +/- 6 seconds.
 NL0321
 NL0321.The orthometric height was determined by differential leveling
 NL0321.and adjusted by the National Geodetic Survey in June 1991..
 NL0321
 NL0321.The geoid height was determined by GEOID03.
 NL0321
 NL0321.The dynamic height is computed by dividing the NAVD 88
 NL0321.geopotential number by the normal gravity value computed on the
 NL0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0321.degrees latitude (g = 980.6199 gals.).
 NL0321
 NL0321.The modeled gravity was interpolated from observed gravity values.
 NL0321
 NL0321;                    North         East    Units  Estimated Accuracy
 NL0321;SPC IA N     - 1,112,930.    1,335,760.      MT  (+/- 180 meters Scaled)
 NL0321
 NL0321                          SUPERSEDED SURVEY CONTROL
 NL0321
 NL0321  NGVD 29 (??/??/92)  413.002  (m)         1354.99   (f) ADJ UNCH    1 2
 NL0321
 NL0321.Superseded values are not recommended for survey control.
 NL0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0321.See file dsdata.txt to determine how the superseded data were derived.
 NL0321
 NL0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH947082(NAD 83)
 NL0321_MARKER: R = RIVET
 NL0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0321_SP_SET: CULVERT
 NL0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0321
 NL0321  HISTORY     - Date     Condition        Report By
 NL0321  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0321  HISTORY     - 1934     GOOD             NGS
 NL0321
 NL0321                          STATION DESCRIPTION
 NL0321
 NL0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0321'2.5 MI E FROM HOLSTEIN.
 NL0321'2-1/2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0321'FROM HOLSTEIN, IDA COUNTY, IN SEC. 30, T. 89 N., R. 39 W., AT
 NL0321'CULVERT 1535, AND IN THE TOP OF THE EAST END OF THE CAPSTONE
 NL0321'OF THE NORTH STONE HEADWALL.  THE TOP OF A 1-INCH IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0316 ***********************************************************************
 NL0316  DESIGNATION -  789.01
 NL0316  PID         -  NL0316
 NL0316  STATE/COUNTY-  IA/SAC
 NL0316  USGS QUAD   -  EARLY (1980)
 NL0316
 NL0316                         *CURRENT SURVEY CONTROL
 NL0316  ___________________________________________________________________
 NL0316* NAD 83(1986)-  42 29 14.     (N)    095 13 12.     (W)     SCALED    
 NL0316* NAVD 88     -       413.291  (meters)    1355.94   (feet)  ADJUSTED  
 NL0316  ___________________________________________________________________
 NL0316  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 NL0316  DYNAMIC HT  -         413.144 (meters)    1355.46  (feet)  COMP
 NL0316  MODELED GRAV-     980,255.0   (mgal)                       NAVD 88
 NL0316
 NL0316  VERT ORDER  -  FIRST     CLASS II
 NL0316
 NL0316.The horizontal coordinates were scaled from a topographic map and have
 NL0316.an estimated accuracy of +/- 6 seconds.
 NL0316
 NL0316.The orthometric height was determined by differential leveling
 NL0316.and adjusted by the National Geodetic Survey in June 1991..
 NL0316
 NL0316.The geoid height was determined by GEOID03.
 NL0316
 NL0316.The dynamic height is computed by dividing the NAVD 88
 NL0316.geopotential number by the normal gravity value computed on the
 NL0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0316.degrees latitude (g = 980.6199 gals.).
 NL0316
 NL0316.The modeled gravity was interpolated from observed gravity values.
 NL0316
 NL0316;                    North         East    Units  Estimated Accuracy
 NL0316;SPC IA N     - 1,111,100.    1,358,610.      MT  (+/- 180 meters Scaled)
 NL0316
 NL0316                          SUPERSEDED SURVEY CONTROL
 NL0316
 NL0316  NGVD 29 (??/??/92)  413.180  (m)         1355.57   (f) ADJ UNCH    1 2
 NL0316
 NL0316.Superseded values are not recommended for survey control.
 NL0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0316.See file dsdata.txt to determine how the superseded data were derived.
 NL0316
 NL0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH175062(NAD 83)
 NL0316_MARKER: R = RIVET
 NL0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0316_SP_SET: CULVERT
 NL0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0316
 NL0316  HISTORY     - Date     Condition        Report By
 NL0316  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0316  HISTORY     - 1934     GOOD             NGS
 NL0316  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0316
 NL0316                          STATION DESCRIPTION
 NL0316
 NL0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0316'4 MI W FROM EARLY.
 NL0316'4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0316'EARLY, SAC COUNTY, AT THE NORTH SIDE OF SEC. 33, T. 89 N.,
 NL0316'R. 37 W., 0.8 MILE WEST OF MILEPOST 25, AT CULVERT 1479, AND
 NL0316'ON THE TOP OF THE NORTHWEST CORNER OF THE STONE CAP OF THE
 NL0316'NORTH HEADWALL.  AN UNMARKED POINT.
 NL0316
 NL0316                          STATION RECOVERY (2000)
 NL0316
 NL0316'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0316'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1624 ***********************************************************************
 NM1624  DESIGNATION -  79
 NM1624  PID         -  NM1624
 NM1624  STATE/COUNTY-  IA/PLYMOUTH
 NM1624  USGS QUAD   -  MAURICE (1985)
 NM1624
 NM1624                         *CURRENT SURVEY CONTROL
 NM1624  ___________________________________________________________________
 NM1624* NAD 83(1996)-  42 52 35.51396(N)    096 10 29.66415(W)     ADJUSTED  
 NM1624* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 NM1624  ___________________________________________________________________
 NM1624  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 NM1624  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 NM1624
 NM1624  HORZ ORDER  -  SECOND
 NM1624
 NM1624.The horizontal coordinates were established by classical geodetic methods
 NM1624.and adjusted by the National Geodetic Survey in May 1999..
 NM1624
 NM1624.The orthometric height was scaled from a topographic map.
 NM1624
 NM1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1624
 NM1624.The geoid height was determined by GEOID03.
 NM1624
 NM1624;                    North         East     Units Scale Factor Converg.
 NM1624;SPC IA N     - 1,156,358.675 1,281,496.255   MT  0.99995200   -1 48 46.5
 NM1624;UTM  14      - 4,750,976.191   730,736.295   MT  1.00025502   +1 55 23.2
 NM1624
 NM1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1624!SPC IA N     -   0.99993964  x   0.99995200  =   0.99989164
 NM1624!UTM  14      -   0.99993964  x   1.00025502  =   1.00019465
 NM1624
 NM1624                          SUPERSEDED SURVEY CONTROL
 NM1624
 NM1624  NAD 83(1996)-  42 52 35.51397(N)    096 10 29.66415(W) AD(       ) 2
 NM1624  NAD 83(1996)-  42 52 35.51369(N)    096 10 29.66334(W) AD(       ) 2
 NM1624  NAD 83(1996)-  42 52 35.51339(N)    096 10 29.66141(W) AD(       ) 2
 NM1624  NAD 83(1986)-  42 52 35.51497(N)    096 10 29.65870(W) AD(       ) 2
 NM1624  NAD 27      -  42 52 35.55800(N)    096 10 28.58500(W) AD(       ) 2
 NM1624
 NM1624.Superseded values are not recommended for survey control.
 NM1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1624.See file dsdata.txt to determine how the superseded data were derived.
 NM1624
 NM1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3073650976(NAD 83)
 NM1624_MARKER: DD = SURVEY DISK
 NM1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1624_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1624+STABILITY: SURFACE MOTION
 NM1624
 NM1624  HISTORY     - Date     Condition        Report By
 NM1624  HISTORY     - 1949     MONUMENTED       IOWAGS
 NM1624  HISTORY     - 1960     GOOD             CGS
 NM1624
 NM1624                          STATION DESCRIPTION
 NM1624
 NM1624'DESCRIBED BY IOWA GEODETIC SURVEY 1949 (MEW)
 NM1624'STATION IS LOCATED ABOUT 5-1/2 MILES NORTH OF LE MARS AND
 NM1624'2 MILES SOUTHEAST OF STRUBLE ON HIGHWAY RIGHT OF WAY.  STATION
 NM1624'IS 33 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 75, 3 FEET
 NM1624'SOUTH OF T FENCECORNER AND 2.5 FEET SOUTH OF WITNESS POST.
 NM1624'THE MARK IS A 6 X 6 CEMENT BLOCK PROJECTING ABOUT 2 INCHES
 NM1624'AND THE DISK IS STAMPED NO 79 75.
 NM1624'
 NM1624'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE HIGHWAY
 NM1624'5 IN WEST EDGE OF LE MARS GO NORTH ON U.S. HIGHWAY 75 FOR 5.8
 NM1624'MILES TO STATION ON RIGHT OR WEST SIDE OF HIGHWAY AS DESCRIBED.
 NM1624'
 NM1624'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 NM1624'STRUBLE TO NO. 79 (IOWA GEODETIC SURVEY).  NO. 79 IS 268.457
 NM1624'METERS (880.76 FEET) NORTH OF STATION STRUBLE.
 NM1624
 NM1624                          STATION RECOVERY (1960)
 NM1624
 NM1624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NM1624'THIS STATION WAS RECOVERED AS DESCRIBED AND THE MARK WAS
 NM1624'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION ALONG U.S. HIGHWAY
 NM1624'75 WILL DESTROY THE MARK, SO IT WAS MOVED.  FOR DETAILS,
 NM1624'SEE THE DESCRIPTION OF NO. 79 (IOWA GEOD. SURVEY) RESET 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1625 ***********************************************************************
 NM1625  DESIGNATION -  79 RESET
 NM1625  PID         -  NM1625
 NM1625  STATE/COUNTY-  IA/PLYMOUTH
 NM1625  USGS QUAD   -  MAURICE (1985)
 NM1625
 NM1625                         *CURRENT SURVEY CONTROL
 NM1625  ___________________________________________________________________
 NM1625* NAD 83(1996)-  42 52 35.51194(N)    096 10 29.30896(W)     ADJUSTED  
 NM1625* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 NM1625  ___________________________________________________________________
 NM1625  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 NM1625  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 NM1625
 NM1625  HORZ ORDER  -  THIRD
 NM1625
 NM1625.The horizontal coordinates were established by classical geodetic methods
 NM1625.and adjusted by the National Geodetic Survey in May 1999..
 NM1625.No horizontal observational check was made to the station.
 NM1625
 NM1625.The orthometric height was scaled from a topographic map.
 NM1625
 NM1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1625
 NM1625.The geoid height was determined by GEOID03.
 NM1625
 NM1625;                    North         East     Units Scale Factor Converg.
 NM1625;SPC IA N     - 1,156,358.358 1,281,504.310   MT  0.99995200   -1 48 46.2
 NM1625;UTM  14      - 4,750,976.399   730,744.356   MT  1.00025506   +1 55 23.4
 NM1625
 NM1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1625!SPC IA N     -   0.99993964  x   0.99995200  =   0.99989164
 NM1625!UTM  14      -   0.99993964  x   1.00025506  =   1.00019469
 NM1625
 NM1625                          SUPERSEDED SURVEY CONTROL
 NM1625
 NM1625  NAD 83(1996)-  42 52 35.51195(N)    096 10 29.30896(W) AD(       ) 3
 NM1625  NAD 83(1996)-  42 52 35.51167(N)    096 10 29.30815(W) AD(       ) 3
 NM1625  NAD 83(1996)-  42 52 35.51137(N)    096 10 29.30622(W) AD(       ) 3
 NM1625  NAD 83(1986)-  42 52 35.51295(N)    096 10 29.30363(W) AD(       ) 3
 NM1625  NAD 27      -  42 52 35.55600(N)    096 10 28.23000(W) AD(       ) 3
 NM1625
 NM1625.Superseded values are not recommended for survey control.
 NM1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1625.See file dsdata.txt to determine how the superseded data were derived.
 NM1625
 NM1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3074450976(NAD 83)
 NM1625_MARKER: DD = SURVEY DISK
 NM1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1625+STABILITY: SURFACE MOTION
 NM1625
 NM1625  HISTORY     - Date     Condition        Report By
 NM1625  HISTORY     - 1960     MONUMENTED       IOWAGS
 NM1625
 NM1625                          STATION DESCRIPTION
 NM1625
 NM1625'DESCRIBED BY IOWA GEODETIC SURVEY 1960 (FAR)
 NM1625'STATION IS LOCATED ABOUT 6 MILES NORTH OF LE MARS AND 2 MILES
 NM1625'SOUTHEAST OF THE SMALL TOWN OF STRUBLE ALONG THE EAST SIDE
 NM1625'OF U.S. HIGHWAY 75, 59 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 NM1625'75, 24 FEET WEST-SOUTHWEST OF A POWER POLE, AND 1 FOOT WEST OF A
 NM1625'FENCE AND A NEW STEEL WITNESS POST.  THE MARK IS A STANDARD
 NM1625'USC AND GS AND SS DISK SET IN A CONCRETE CYLINDER WHICH IS
 NM1625'10 INCHES IN DIAMETER AT THE TOP AND THE DISK IS STAMPED
 NM1625'79 RESET 1960.  THIS MARK IS USED AS THE AZIMUTH MARK FOR
 NM1625'TRIANGULATION STATION STRUBLE 2 1960.
 NM1625'
 NM1625'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75
 NM1625'AND STATE HIGHWAYS 3 AND 5 IN THE WEST EDGE OF LE MARS, GO
 NM1625'NORTH ON U.S. HIGHWAY 75 FOR 5.95 MILES TO THIS STATION ON
 NM1625'THE RIGHT OR EAST SIDE OF THE HIGHWAY AS DESCRIBED.  THIS
 NM1625'MARK IS 0.15 MILE NORTH OF TRIANGULATION STATION STRUBLE 2
 NM1625'1960.
 NM1625'
 NM1625'NOTE--THIS MARK IS 00.460 FEET HIGHER IN ELEVATION THAN THE
 NM1625'OLD MARK.
 NM1625'
 NM1625'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0470 ***********************************************************************
 LD0470  DESIGNATION -  7A
 LD0470  PID         -  LD0470
 LD0470  STATE/COUNTY-  IA/LEE
 LD0470  USGS QUAD   -  FORT MADISON (1975)
 LD0470
 LD0470                         *CURRENT SURVEY CONTROL
 LD0470  ___________________________________________________________________
 LD0470* NAD 83(1986)-  40 37 46.     (N)    091 18 50.     (W)     SCALED    
 LD0470* NAVD 88     -       160.888  (meters)     527.85   (feet)  ADJUSTED  
 LD0470  ___________________________________________________________________
 LD0470  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LD0470  DYNAMIC HT  -         160.810 (meters)     527.59  (feet)  COMP
 LD0470  MODELED GRAV-     980,140.1   (mgal)                       NAVD 88
 LD0470
 LD0470  VERT ORDER  -  SECOND    CLASS 0
 LD0470
 LD0470.The horizontal coordinates were scaled from a topographic map and have
 LD0470.an estimated accuracy of +/- 6 seconds.
 LD0470
 LD0470.The orthometric height was determined by differential leveling
 LD0470.and adjusted by the National Geodetic Survey in June 1991..
 LD0470
 LD0470.The geoid height was determined by GEOID03.
 LD0470
 LD0470.The dynamic height is computed by dividing the NAVD 88
 LD0470.geopotential number by the normal gravity value computed on the
 LD0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0470.degrees latitude (g = 980.6199 gals.).
 LD0470
 LD0470.The modeled gravity was interpolated from observed gravity values.
 LD0470
 LD0470;                    North         East    Units  Estimated Accuracy
 LD0470;SPC IA S     -    72,220.      684,940.      MT  (+/- 180 meters Scaled)
 LD0470
 LD0470                          SUPERSEDED SURVEY CONTROL
 LD0470
 LD0470  NGVD 29 (??/??/92)  160.933  (m)          527.99   (f) ADJ UNCH    2 0
 LD0470
 LD0470.Superseded values are not recommended for survey control.
 LD0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0470.See file dsdata.txt to determine how the superseded data were derived.
 LD0470
 LD0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE425989(NAD 83)
 LD0470_MARKER: DD = SURVEY DISK
 LD0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0470_SP_SET: BUILDING
 LD0470_STAMPING: 7 A
 LD0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0470
 LD0470  HISTORY     - Date     Condition        Report By
 LD0470  HISTORY     - UNK      MONUMENTED       DOD
 LD0470  HISTORY     - 1935     GOOD             NGS
 LD0470
 LD0470                          STATION DESCRIPTION
 LD0470
 LD0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0470'AT FORT MADISON.
 LD0470'AT FORT MADISON, LEE COUNTY, AT THE SOUTHWEST CORNER OF THE
 LD0470'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, AND IN THE FACE
 LD0470'OF THE BUILDING.  A CORPS OF ENGINEERS, U.S. ARMY STANDARD DISK,
 LD0470'STAMPED 7 A AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0603 ***********************************************************************
 MG0603  DESIGNATION -  8
 MG0603  PID         -  MG0603
 MG0603  STATE/COUNTY-  IA/LINN
 MG0603  USGS QUAD   -  FAIRFAX (1993)
 MG0603
 MG0603                         *CURRENT SURVEY CONTROL
 MG0603  ___________________________________________________________________
 MG0603* NAD 83(1986)-  41 55 07.     (N)    091 48 42.     (W)     SCALED    
 MG0603* NAVD 88     -       234.14   (+/-2cm)     768.2    (feet)  VERTCON   
 MG0603  ___________________________________________________________________
 MG0603  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 MG0603
 MG0603  VERT ORDER  -  ? (See Below)
 MG0603
 MG0603.The horizontal coordinates were scaled from a topographic map and have
 MG0603.an estimated accuracy of +/- 6 seconds.
 MG0603
 MG0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0603.The vertical order pertains to the NGVD 29 superseded value.
 MG0603
 MG0603.The geoid height was determined by GEOID03.
 MG0603
 MG0603;                    North         East    Units  Estimated Accuracy
 MG0603;SPC IA N     - 1,047,900.    1,640,050.      MT  (+/- 180 meters Scaled)
 MG0603
 MG0603                          SUPERSEDED SURVEY CONTROL
 MG0603
 MG0603  NGVD 29 (??/??/92)  234.156  (m)          768.23   (f) ADJ UNCH    ?  
 MG0603
 MG0603.Superseded values are not recommended for survey control.
 MG0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0603.See file dsdata.txt to determine how the superseded data were derived.
 MG0603
 MG0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG985414(NAD 83)
 MG0603_MARKER: R = RIVET
 MG0603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0603_SP_SET: ABUTMENT
 MG0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0603
 MG0603  HISTORY     - Date     Condition        Report By
 MG0603  HISTORY     - UNK      MONUMENTED       CNWRR
 MG0603  HISTORY     - 1934     GOOD             NGS
 MG0603
 MG0603                          STATION DESCRIPTION
 MG0603
 MG0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0603'1.8 MI W FROM FAIRFAX.
 MG0603'1.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MG0603'FROM THE STATION AT FAIRFAX, LINN COUNTY, 12 POLES EAST OF
 MG0603'MILEPOST 92, 430 FEET WEST OF A PRIVATE-ROAD CROSSING, AT 15-FOOT
 MG0603'STEEL BRIDGE 254, IN THE NORTH END OF THE EAST STONE ABUTMENT,
 MG0603'15 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET LOWER
 MG0603'THAN THE RAIL.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0038 ***********************************************************************
 MH0038  DESIGNATION -  8
 MH0038  PID         -  MH0038
 MH0038  STATE/COUNTY-  IA/TAMA
 MH0038  USGS QUAD   -  BELLE PLAINE (1968)
 MH0038
 MH0038                         *CURRENT SURVEY CONTROL
 MH0038  ___________________________________________________________________
 MH0038* NAD 83(1986)-  41 59 44.     (N)    092 19 47.     (W)     SCALED    
 MH0038* NAVD 88     -       248.351  (meters)     814.80   (feet)  ADJUSTED  
 MH0038  ___________________________________________________________________
 MH0038  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MH0038  DYNAMIC HT  -         248.264 (meters)     814.51  (feet)  COMP
 MH0038  MODELED GRAV-     980,264.8   (mgal)                       NAVD 88
 MH0038
 MH0038  VERT ORDER  -  SECOND    CLASS 0
 MH0038
 MH0038.The horizontal coordinates were scaled from a topographic map and have
 MH0038.an estimated accuracy of +/- 6 seconds.
 MH0038
 MH0038.The orthometric height was determined by differential leveling
 MH0038.and adjusted by the National Geodetic Survey in June 1991..
 MH0038
 MH0038.The geoid height was determined by GEOID03.
 MH0038
 MH0038.The dynamic height is computed by dividing the NAVD 88
 MH0038.geopotential number by the normal gravity value computed on the
 MH0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0038.degrees latitude (g = 980.6199 gals.).
 MH0038
 MH0038.The modeled gravity was interpolated from observed gravity values.
 MH0038
 MH0038;                    North         East    Units  Estimated Accuracy
 MH0038;SPC IA N     - 1,055,720.    1,596,960.      MT  (+/- 180 meters Scaled)
 MH0038
 MH0038                          SUPERSEDED SURVEY CONTROL
 MH0038
 MH0038  NGVD 29 (??/??/92)  248.353  (m)          814.80   (f) ADJ UNCH    2 0
 MH0038
 MH0038.Superseded values are not recommended for survey control.
 MH0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0038.See file dsdata.txt to determine how the superseded data were derived.
 MH0038
 MH0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG555495(NAD 83)
 MH0038_MARKER: R = RIVET
 MH0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0038_SP_SET: BRIDGE
 MH0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0038
 MH0038  HISTORY     - Date     Condition        Report By
 MH0038  HISTORY     - UNK      MONUMENTED       CNWRR
 MH0038  HISTORY     - 1934     GOOD             NGS
 MH0038
 MH0038                          STATION DESCRIPTION
 MH0038
 MH0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0038'1 MI S FROM ELBERON.
 MH0038'1 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MH0038'THE STATION AT ELBERON, TAMA COUNTY, 4 POLES NORTH OF MILEPOST
 MH0038'8, AT BRIDGE 22, IN THE NORTH END OF THE EAST HEADWALL, AND ABOUT
 MH0038'2 FEET LOWER THAN THE RAIL.  A MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0375 ***********************************************************************
 NK0375  DESIGNATION -  8 187
 NK0375  PID         -  NK0375
 NK0375  STATE/COUNTY-  IA/BOONE
 NK0375  USGS QUAD   -  BOONE EAST (1976)
 NK0375
 NK0375                         *CURRENT SURVEY CONTROL
 NK0375  ___________________________________________________________________
 NK0375* NAD 83(1986)-  42 02 59.     (N)    093 47 45.     (W)     SCALED    
 NK0375* NAVD 88     -       344.89   (+/-2cm)    1131.5    (feet)  VERTCON   
 NK0375  ___________________________________________________________________
 NK0375  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 NK0375
 NK0375  VERT ORDER  -  ? (See Below)
 NK0375
 NK0375.The horizontal coordinates were scaled from a topographic map and have
 NK0375.an estimated accuracy of +/- 6 seconds.
 NK0375
 NK0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0375.The vertical order pertains to the NGVD 29 superseded value.
 NK0375
 NK0375.The geoid height was determined by GEOID03.
 NK0375
 NK0375;                    North         East    Units  Estimated Accuracy
 NK0375;SPC IA N     - 1,061,100.    1,475,510.      MT  (+/- 180 meters Scaled)
 NK0375
 NK0375                          SUPERSEDED SURVEY CONTROL
 NK0375
 NK0375  NGVD 29 (??/??/92)  344.869  (m)         1131.46   (f) ADJ UNCH    ?  
 NK0375
 NK0375.Superseded values are not recommended for survey control.
 NK0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0375.See file dsdata.txt to determine how the superseded data were derived.
 NK0375
 NK0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG341556(NAD 83)
 NK0375_MARKER: DD = SURVEY DISK
 NK0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0375_SP_SET: CONCRETE MONUMENT
 NK0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0375
 NK0375  HISTORY     - Date     Condition        Report By
 NK0375  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0375  HISTORY     - 1934     GOOD             NGS
 NK0375
 NK0375                          STATION DESCRIPTION
 NK0375
 NK0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0375'5 MI SE FROM BOONE.
 NK0375'4.0 MILES EAST AND 1 MILE SOUTH ALONG THE CHICAGO AND NORTH
 NK0375'WESTERN RAILWAY FROM THE STATION AT BOONE, BOONE COUNTY, IN SEC.
 NK0375'30 T84N R25W, NEAR THE SOUTHEAST CORNER OF A RR GRADE NEAR THE
 NK0375'INTERSECTION OF HWY. 60 AND HWY. 30, 124 FEET WSW OF X-SPKS. IN
 NK0375'POWER POLE ON EAST SIDE OF ROAD, 123.8 FEET WNW OF X-SPKS. IN
 NK0375'A TELEPHONE POLE, 69.6 FEET WEST OF THE CENTERLINE OF HWY. 60,
 NK0375'63.5 FEET SOUTHWEST OF X-SPKS. IN A TELEPHONE POLE, 33.4 FEET
 NK0375'SOUTHEAST OF X-SPKS. IN THE END FENCE POST NORTH OF THE TRACKS,
 NK0375'8.6 FEET EAST OF X-SPKS. IN THE END FENCE POST SOUTH OF THE
 NK0375'TRACKS, AND 5.1 FEET SOUTH OF THE SOUTH RAIL OF THE N.W. RR.
 NK0375'A STANDARD DISK SET IN A CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0108 ***********************************************************************
 NL0108  DESIGNATION -  8 59
 NL0108  PID         -  NL0108
 NL0108  STATE/COUNTY-  IA/BOONE
 NL0108  USGS QUAD   -  GRAND JUNCTION (1982)
 NL0108
 NL0108                         *CURRENT SURVEY CONTROL
 NL0108  ___________________________________________________________________
 NL0108* NAD 83(1986)-  42 02 04.     (N)    094 08 39.     (W)     SCALED    
 NL0108* NAVD 88     -       309.782  (meters)    1016.34   (feet)  ADJUSTED  
 NL0108  ___________________________________________________________________
 NL0108  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 NL0108  DYNAMIC HT  -         309.694 (meters)    1016.05  (feet)  COMP
 NL0108  MODELED GRAV-     980,327.5   (mgal)                       NAVD 88
 NL0108
 NL0108  VERT ORDER  -  SECOND    CLASS 0
 NL0108
 NL0108.The horizontal coordinates were scaled from a topographic map and have
 NL0108.an estimated accuracy of +/- 6 seconds.
 NL0108
 NL0108.The orthometric height was determined by differential leveling
 NL0108.and adjusted by the National Geodetic Survey in June 1991..
 NL0108
 NL0108.The geoid height was determined by GEOID03.
 NL0108
 NL0108.The dynamic height is computed by dividing the NAVD 88
 NL0108.geopotential number by the normal gravity value computed on the
 NL0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0108.degrees latitude (g = 980.6199 gals.).
 NL0108
 NL0108.The modeled gravity was interpolated from observed gravity values.
 NL0108
 NL0108;                    North         East    Units  Estimated Accuracy
 NL0108;SPC IA N     - 1,059,570.    1,446,660.      MT  (+/- 180 meters Scaled)
 NL0108
 NL0108                          SUPERSEDED SURVEY CONTROL
 NL0108
 NL0108  NGVD 29 (??/??/92)  309.768  (m)         1016.30   (f) ADJ UNCH    2 0
 NL0108
 NL0108.Superseded values are not recommended for survey control.
 NL0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0108.See file dsdata.txt to determine how the superseded data were derived.
 NL0108
 NL0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG052542(NAD 83)
 NL0108_MARKER: DB = BENCH MARK DISK
 NL0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0108+STABILITY: SURFACE MOTION
 NL0108
 NL0108  HISTORY     - Date     Condition        Report By
 NL0108  HISTORY     - UNK      MONUMENTED       IOWAGS
 NL0108  HISTORY     - 1935     GOOD             NGS
 NL0108
 NL0108                          STATION DESCRIPTION
 NL0108
 NL0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NL0108'AT BEAVER.
 NL0108'AT BEAVER, BOONE COUNTY, ON U.S. HIGHWAY 30, OPPOSITE THE FIRST
 NL0108'ROAD CROSSING WEST OF THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0108'STATION, 90 FEET EAST OF THE CENTERLINE OF THE NORTH AND
 NL0108'SOUTH ROAD, AND 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 NL0108'A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 NL0108'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0105 ***********************************************************************
 NL0105  DESIGNATION -  8 62
 NL0105  PID         -  NL0105
 NL0105  STATE/COUNTY-  IA/BOONE
 NL0105  USGS QUAD   -  OGDEN (1982)
 NL0105
 NL0105                         *CURRENT SURVEY CONTROL
 NL0105  ___________________________________________________________________
 NL0105* NAD 83(1986)-  42 02 04.     (N)    094 05 11.     (W)     SCALED    
 NL0105* NAVD 88     -       316.763  (meters)    1039.25   (feet)  ADJUSTED  
 NL0105  ___________________________________________________________________
 NL0105  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 NL0105  DYNAMIC HT  -         316.672 (meters)    1038.95  (feet)  COMP
 NL0105  MODELED GRAV-     980,323.8   (mgal)                       NAVD 88
 NL0105
 NL0105  VERT ORDER  -  SECOND    CLASS 0
 NL0105
 NL0105.The horizontal coordinates were scaled from a topographic map and have
 NL0105.an estimated accuracy of +/- 6 seconds.
 NL0105
 NL0105.The orthometric height was determined by differential leveling
 NL0105.and adjusted by the National Geodetic Survey in June 1991..
 NL0105
 NL0105.The geoid height was determined by GEOID03.
 NL0105
 NL0105.The dynamic height is computed by dividing the NAVD 88
 NL0105.geopotential number by the normal gravity value computed on the
 NL0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0105.degrees latitude (g = 980.6199 gals.).
 NL0105
 NL0105.The modeled gravity was interpolated from observed gravity values.
 NL0105
 NL0105;                    North         East    Units  Estimated Accuracy
 NL0105;SPC IA N     - 1,059,530.    1,451,440.      MT  (+/- 180 meters Scaled)
 NL0105
 NL0105                          SUPERSEDED SURVEY CONTROL
 NL0105
 NL0105  NGVD 29 (??/??/92)  316.748  (m)         1039.20   (f) ADJ UNCH    2 0
 NL0105
 NL0105.Superseded values are not recommended for survey control.
 NL0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0105.See file dsdata.txt to determine how the superseded data were derived.
 NL0105
 NL0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG100541(NAD 83)
 NL0105_MARKER: DB = BENCH MARK DISK
 NL0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0105+STABILITY: SURFACE MOTION
 NL0105
 NL0105  HISTORY     - Date     Condition        Report By
 NL0105  HISTORY     - UNK      MONUMENTED       IOWAGS
 NL0105  HISTORY     - 1935     GOOD             NGS
 NL0105
 NL0105                          STATION DESCRIPTION
 NL0105
 NL0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NL0105'2.5 MI W FROM OGDEN.
 NL0105'2.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0105'FROM THE STATION AT OGDEN, BOONE COUNTY, ON U.S. HIGHWAY 30,
 NL0105'IN SECTION 3, T 83 N, R 28 W, 38 FEET WEST OF THE NORTHEAST
 NL0105'FENCE CORNER, AND 26.6 FEET SOUTH OF THE CENTERLINE OF THE
 NL0105'HIGHWAY.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A
 NL0105'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3903 ***********************************************************************
 AA3903  DESIGNATION -  8 RESET
 AA3903  PID         -  AA3903
 AA3903  STATE/COUNTY-  IA/KEOKUK
 AA3903  USGS QUAD   -  HILLS (1983)
 AA3903
 AA3903                         *CURRENT SURVEY CONTROL
 AA3903  ___________________________________________________________________
 AA3903* NAD 83(1986)-  41 32 01.     (N)    091 32 38.     (W)     SCALED    
 AA3903* NAVD 88     -       194.34   (+/-2cm)     637.6    (feet)  VERTCON   
 AA3903  ___________________________________________________________________
 AA3903  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 AA3903
 AA3903  VERT ORDER  -  THIRD (See Below)
 AA3903
 AA3903.The horizontal coordinates were scaled from a topographic map and have
 AA3903.an estimated accuracy of +/- 6 seconds.
 AA3903
 AA3903.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3903.The vertical order pertains to the NGVD 29 superseded value.
 AA3903
 AA3903.The geoid height was determined by GEOID03.
 AA3903
 AA3903;                    North         East    Units  Estimated Accuracy
 AA3903;SPC IA S     -   172,140.      663,220.      MT  (+/- 180 meters Scaled)
 AA3903
 AA3903                          SUPERSEDED SURVEY CONTROL
 AA3903
 AA3903  NGVD 29 (05/12/04)  194.37   (m)          637.7    (f) RESET       3  
 AA3903
 AA3903.Superseded values are not recommended for survey control.
 AA3903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3903.See file dsdata.txt to determine how the superseded data were derived.
 AA3903
 AA3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF214990(NAD 83)
 AA3903_MARKER: DV = VERTICAL CONTROL DISK
 AA3903_SETTING: 0 = UNSPECIFIED SETTING
 AA3903_STAMPING: NO 8 RESET 1975
 AA3903_MARK LOGO: NGS   
 AA3903_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3903
 AA3903  HISTORY     - Date     Condition        Report By
 AA3903  HISTORY     - 1975     MONUMENTED       NGS
 AA3903  HISTORY     - 20050625 GOOD             GEOCAC
 AA3903
 AA3903                          STATION DESCRIPTION
 AA3903
 AA3903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 AA3903'4.25 MILES (6.84 KM) WEST ALONG STATE HIGHWAY 149 FROM THE RAILROAD
 AA3903'CROSSING AND STATION IN HEDRICK, 94 FEET (28.7 M) SOUTH OF THE CENTER
 AA3903'OF THE HIGHWAY, 3 FEET (0.9 M) WEST OF A POWER POLE AND 1 FOOT (0.3 M)
 AA3903'EAST OF A METAL WITNESS POST, SET FLUSH WITH THE GROUND SURFACE.
 AA3903
 AA3903                          STATION RECOVERY (2005)
 AA3903
 AA3903'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 AA3903'FROM MAIN ST IN HEDRICK 4.2 MILES WEST ON HWY 149, ABOUT 295 FEET EAST
 AA3903'OF HIGHWAY STATION POST 65, ABOUT 145 FEET WEST OF A FIELD DRIVEWAY
 AA3903'AND OLD FENCE, 77 FEET SOUTH OF HWY CENTER, 3 FEET EAST SOUTHEAST OF
 AA3903'POWER POLE, AND 1 FOOT EAST OF A WITNESS POST.
 AA3903' 
 AA3903'DISK IS IMMEDIATELY NORTH OF A PIECE OF CONCRETE LYING DIAGONALLY
 AA3903'UNDER SURFACE, AND 8 INCHES BELOW THE SURFACE.  NGS AND STATE SURVEY
 AA3903'ALUMINUM DISK WITH RAISED CENTER AND STAMPED NO. 8 RESET 1975
 AA3903' 
 AA3903'HANDHELD COORDINATES N41 10 34.5 W092 23 14.8, ELEVATION 801 FEET,
 AA3903'ABOUT 2 FEET LOWER THAN ROAD.  TOPO MAP SHOWS ELEVATIONS JUST OVER 800
 AA3903'FEET IN THE GENERAL VICINITY.
 AA3903' 
 AA3903'THE LISTED COORDINATES ARE FOR MG0512 DESIGNATION 8 IN JOHNSON COUNTY
 AA3903'AND THE LISTED ELEVATION MAY BE DERIVED FROM THAT MARK AS IT IS
 AA3903'UNREASONABLE FOR THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0368 ***********************************************************************
 MH0368  DESIGNATION -  809
 MH0368  PID         -  MH0368
 MH0368  STATE/COUNTY-  IA/POLK
 MH0368  USGS QUAD   -  DES MOINES SE (1976)
 MH0368
 MH0368                         *CURRENT SURVEY CONTROL
 MH0368  ___________________________________________________________________
 MH0368* NAD 83(1986)-  41 35 06.     (N)    093 37 21.     (W)     SCALED    
 MH0368* NAVD 88     -       246.140  (meters)     807.54   (feet)  ADJUSTED  
 MH0368  ___________________________________________________________________
 MH0368  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 MH0368  DYNAMIC HT  -         246.034 (meters)     807.20  (feet)  COMP
 MH0368  MODELED GRAV-     980,185.1   (mgal)                       NAVD 88
 MH0368
 MH0368  VERT ORDER  -  FIRST     CLASS II
 MH0368
 MH0368.The horizontal coordinates were scaled from a topographic map and have
 MH0368.an estimated accuracy of +/- 6 seconds.
 MH0368
 MH0368.The orthometric height was determined by differential leveling
 MH0368.and adjusted by the National Geodetic Survey in June 1991..
 MH0368
 MH0368.The geoid height was determined by GEOID03.
 MH0368
 MH0368.The dynamic height is computed by dividing the NAVD 88
 MH0368.geopotential number by the normal gravity value computed on the
 MH0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0368.degrees latitude (g = 980.6199 gals.).
 MH0368
 MH0368.The modeled gravity was interpolated from observed gravity values.
 MH0368
 MH0368;                    North         East    Units  Estimated Accuracy
 MH0368;SPC IA S     -   176,020.      489,790.      MT  (+/- 180 meters Scaled)
 MH0368
 MH0368                          SUPERSEDED SURVEY CONTROL
 MH0368
 MH0368  NGVD 29 (??/??/92)  246.111  (m)          807.45   (f) ADJ UNCH    1 2
 MH0368
 MH0368.Superseded values are not recommended for survey control.
 MH0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0368.See file dsdata.txt to determine how the superseded data were derived.
 MH0368
 MH0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG481038(NAD 83)
 MH0368_MARKER: DD = SURVEY DISK
 MH0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0368_SP_SET: WALL
 MH0368_STAMPING: 809 ADJ 1903
 MH0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0368
 MH0368  HISTORY     - Date     Condition        Report By
 MH0368  HISTORY     - 1903     MONUMENTED       USGS
 MH0368  HISTORY     - 1935     GOOD             NGS
 MH0368  HISTORY     - 20060811 MARK NOT FOUND   GEOCAC
 MH0368
 MH0368                          STATION DESCRIPTION
 MH0368
 MH0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MH0368'AT DES MOINES.
 MH0368'AT DES MOINES, POLK COUNTY, AT THE SOUTHWEST CORNER OF THE
 MH0368'INTERSECTION OF COURT AND FIFTH AVENUES, IN THE SOUTH WALL OF
 MH0368'THE SUB POST OFFICE AND RECRUITING STATION, AND 2 FEET ABOVE
 MH0368'THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MH0368'DISK, STAMPED 809 ADJ 1903 AND SET VERTICALLY.
 MH0368
 MH0368                          STATION RECOVERY (2006)
 MH0368
 MH0368'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 MH0368'A THOROUGH SEARCH OF THE AREA FAILED TO REVEAL THE MARK.  THE BUILDING
 MH0368'UPON WHICH IT WAS DESCRIBED AS BEING SET IS NO LONGER PRESENT AT THE
 MH0368'DESCRIBED LOCATION.
 MH0368' 
 MH0368'LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0275 ***********************************************************************
 MJ0275  DESIGNATION -  83 106
 MJ0275  PID         -  MJ0275
 MJ0275  STATE/COUNTY-  IA/SHELBY
 MJ0275  USGS QUAD   -  JACKSONVILLE (1978)
 MJ0275
 MJ0275                         *CURRENT SURVEY CONTROL
 MJ0275  ___________________________________________________________________
 MJ0275* NAD 83(1986)-  41 42 16.     (N)    095 13 41.     (W)     SCALED    
 MJ0275* NAVD 88     -       413.050  (meters)    1355.15   (feet)  ADJUSTED  
 MJ0275  ___________________________________________________________________
 MJ0275  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 MJ0275  DYNAMIC HT  -         412.859 (meters)    1354.52  (feet)  COMP
 MJ0275  MODELED GRAV-     980,148.5   (mgal)                       NAVD 88
 MJ0275
 MJ0275  VERT ORDER  -  SECOND    CLASS 0
 MJ0275
 MJ0275.The horizontal coordinates were scaled from a topographic map and have
 MJ0275.an estimated accuracy of +/- 6 seconds.
 MJ0275
 MJ0275.The orthometric height was determined by differential leveling
 MJ0275.and adjusted by the National Geodetic Survey in June 1991..
 MJ0275
 MJ0275.The geoid height was determined by GEOID03.
 MJ0275
 MJ0275.The dynamic height is computed by dividing the NAVD 88
 MJ0275.geopotential number by the normal gravity value computed on the
 MJ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0275.degrees latitude (g = 980.6199 gals.).
 MJ0275
 MJ0275.The modeled gravity was interpolated from observed gravity values.
 MJ0275
 MJ0275;                    North         East    Units  Estimated Accuracy
 MJ0275;SPC IA S     -   190,710.      356,180.      MT  (+/- 180 meters Scaled)
 MJ0275
 MJ0275                          SUPERSEDED SURVEY CONTROL
 MJ0275
 MJ0275  NGVD 29 (??/??/92)  412.923  (m)         1354.73   (f) ADJ UNCH    2 0
 MJ0275
 MJ0275.Superseded values are not recommended for survey control.
 MJ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0275.See file dsdata.txt to determine how the superseded data were derived.
 MJ0275
 MJ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG146193(NAD 83)
 MJ0275_MARKER: DB = BENCH MARK DISK
 MJ0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0275_STAMPING: 83 106
 MJ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0275+STABILITY: SURFACE MOTION
 MJ0275
 MJ0275  HISTORY     - Date     Condition        Report By
 MJ0275  HISTORY     - UNK      MONUMENTED       CGS
 MJ0275  HISTORY     - 1949     GOOD             NGS
 MJ0275
 MJ0275                          STATION DESCRIPTION
 MJ0275
 MJ0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0275'7 MI S FROM IRWIN.
 MJ0275'7.0 MILES SOUTH ALONG COUNTY ROAD M FROM THE JUNCTION OF COUNTY
 MJ0275'ROAD M WITH STATE HIGHWAY NO. 268 AT IRWIN, AT THE SUMMIT OF
 MJ0275'A HILL, 0.1 MILE NORTH OF AN EAST-WEST SECTION LINE ROAD, 60.8
 MJ0275'FEET EAST OF POWER LINE POLE NO. 9, 28.0 FEET EAST OF THE
 MJ0275'CENTER LINE OF THE ROAD, 3.4 FEET WEST OF A FENCE, 1.6 FEET
 MJ0275'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MJ0275'ABOUT 0.5 FOOT BELOW GROUND LEVEL.  NOTE-- THIS MARK IS 1.1
 MJ0275'MILES NORTH OF MARK 83-107.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0274 ***********************************************************************
 MJ0274  DESIGNATION -  83 107
 MJ0274  PID         -  MJ0274
 MJ0274  STATE/COUNTY-  IA/SHELBY
 MJ0274  USGS QUAD   -  JACKSONVILLE (1978)
 MJ0274
 MJ0274                         *CURRENT SURVEY CONTROL
 MJ0274  ___________________________________________________________________
 MJ0274* NAD 83(1986)-  41 41 17.     (N)    095 13 40.     (W)     SCALED    
 MJ0274* NAVD 88     -       399.496  (meters)    1310.68   (feet)  ADJUSTED  
 MJ0274  ___________________________________________________________________
 MJ0274  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 MJ0274  DYNAMIC HT  -         399.313 (meters)    1310.08  (feet)  COMP
 MJ0274  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 MJ0274
 MJ0274  VERT ORDER  -  SECOND    CLASS 0
 MJ0274
 MJ0274.The horizontal coordinates were scaled from a topographic map and have
 MJ0274.an estimated accuracy of +/- 6 seconds.
 MJ0274
 MJ0274.The orthometric height was determined by differential leveling
 MJ0274.and adjusted by the National Geodetic Survey in June 1991..
 MJ0274
 MJ0274.The geoid height was determined by GEOID03.
 MJ0274
 MJ0274.The dynamic height is computed by dividing the NAVD 88
 MJ0274.geopotential number by the normal gravity value computed on the
 MJ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0274.degrees latitude (g = 980.6199 gals.).
 MJ0274
 MJ0274.The modeled gravity was interpolated from observed gravity values.
 MJ0274
 MJ0274;                    North         East    Units  Estimated Accuracy
 MJ0274;SPC IA S     -   188,890.      356,170.      MT  (+/- 180 meters Scaled)
 MJ0274
 MJ0274                          SUPERSEDED SURVEY CONTROL
 MJ0274
 MJ0274.No superseded survey control is available for this station.
 MJ0274
 MJ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG145175(NAD 83)
 MJ0274_MARKER: DB = BENCH MARK DISK
 MJ0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0274_STAMPING: 83 107
 MJ0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0274+STABILITY: SURFACE MOTION
 MJ0274
 MJ0274  HISTORY     - Date     Condition        Report By
 MJ0274  HISTORY     - UNK      MONUMENTED       CGS
 MJ0274  HISTORY     - 1949     GOOD             NGS
 MJ0274
 MJ0274                          STATION DESCRIPTION
 MJ0274
 MJ0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0274'7.8 MI NE FROM HARLAN.
 MJ0274'4.5 MILES EAST ALONG STATE HIGHWAY NO. 64 FROM THE JUNCTION OF
 MJ0274'STATE HIGHWAY NO. 64 WITH STATE HIGHWAY NO. 39 AND U.S. HIGHWAY
 MJ0274'NO. 59 AT HARLAN, THENCE 3.35 MILES NORTH ALONG COUNTY ROAD M,
 MJ0274'ABOUT 175.0 FEET SOUTHEAST OF THE SOREN JENSEN FARMHOUSE,
 MJ0274'111.5 FEET SOUTHEAST OF THE CORNER FENCE POST ON THE SOUTH SIDE
 MJ0274'OF A PRIVATE ROAD ENTRANCE TO THE FARMHOUSE, 81.0 FEET SOUTH
 MJ0274'OF POWER LINE POLE NO. 4, 28.0 EAST OF THE CENTER LINE OF THE
 MJ0274'ROAD, 3.0 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A REFERENCE
 MJ0274'POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE
 MJ0274'GROUND.  NOTE-- THIS MARK IS 1.1 MILES SOUTH OF MARK 83-106.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0273 ***********************************************************************
 MJ0273  DESIGNATION -  83 108
 MJ0273  PID         -  MJ0273
 MJ0273  STATE/COUNTY-  IA/SHELBY
 MJ0273  USGS QUAD   -  JACKSONVILLE (1978)
 MJ0273
 MJ0273                         *CURRENT SURVEY CONTROL
 MJ0273  ___________________________________________________________________
 MJ0273* NAD 83(1986)-  41 40 50.     (N)    095 13 40.     (W)     SCALED    
 MJ0273* NAVD 88     -       383.281  (meters)    1257.48   (feet)  ADJUSTED  
 MJ0273  ___________________________________________________________________
 MJ0273  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 MJ0273  DYNAMIC HT  -         383.106 (meters)    1256.91  (feet)  COMP
 MJ0273  MODELED GRAV-     980,156.5   (mgal)                       NAVD 88
 MJ0273
 MJ0273  VERT ORDER  -  SECOND    CLASS 0
 MJ0273
 MJ0273.The horizontal coordinates were scaled from a topographic map and have
 MJ0273.an estimated accuracy of +/- 6 seconds.
 MJ0273
 MJ0273.The orthometric height was determined by differential leveling
 MJ0273.and adjusted by the National Geodetic Survey in June 1991..
 MJ0273
 MJ0273.The geoid height was determined by GEOID03.
 MJ0273
 MJ0273.The dynamic height is computed by dividing the NAVD 88
 MJ0273.geopotential number by the normal gravity value computed on the
 MJ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0273.degrees latitude (g = 980.6199 gals.).
 MJ0273
 MJ0273.The modeled gravity was interpolated from observed gravity values.
 MJ0273
 MJ0273;                    North         East    Units  Estimated Accuracy
 MJ0273;SPC IA S     -   188,060.      356,150.      MT  (+/- 180 meters Scaled)
 MJ0273
 MJ0273                          SUPERSEDED SURVEY CONTROL
 MJ0273
 MJ0273  NGVD 29 (??/??/92)  383.158  (m)         1257.08   (f) ADJ UNCH    2 0
 MJ0273
 MJ0273.Superseded values are not recommended for survey control.
 MJ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0273.See file dsdata.txt to determine how the superseded data were derived.
 MJ0273
 MJ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG145167(NAD 83)
 MJ0273_MARKER: DB = BENCH MARK DISK
 MJ0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0273_STAMPING: 83 108
 MJ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0273+STABILITY: SURFACE MOTION
 MJ0273
 MJ0273  HISTORY     - Date     Condition        Report By
 MJ0273  HISTORY     - UNK      MONUMENTED       CGS
 MJ0273  HISTORY     - 1949     GOOD             NGS
 MJ0273
 MJ0273                          STATION DESCRIPTION
 MJ0273
 MJ0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0273'7.3 MI NE FROM HARLAN.
 MJ0273'4.5 MILES EAST ALONG STATE HIGHWAY NO. 64 FROM THE JUNCTION OF
 MJ0273'STATE HIGHWAY NO. 64 WITH STATE HIGHWAY NO. 39 AND U.S. HIGHWAY
 MJ0273'NO. 59 AT HARLAN, THENCE 2.8 MILES NORTH ALONG COUNTY ROAD M,
 MJ0273'353.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST SECTION
 MJ0273'LINE ROAD, 94.5 FEET SOUTHEAST OF POWER LINE POLE NO. 3, 30.0
 MJ0273'FEET EAST OF THE CENTER LINE OF THE ROAD, 4.2 FEET SOUTHWEST
 MJ0273'OF THE THIRD TELEPHONE POLE SOUTH OF THE ROAD CROSSING, 2.7
 MJ0273'FEET WEST OF A FENCE, 1.6 FEET NORTH OF A REFERENCE POST, SET
 MJ0273'IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0272 ***********************************************************************
 MJ0272  DESIGNATION -  83 109
 MJ0272  PID         -  MJ0272
 MJ0272  STATE/COUNTY-  IA/SHELBY
 MJ0272  USGS QUAD   -  JACKSONVILLE (1978)
 MJ0272
 MJ0272                         *CURRENT SURVEY CONTROL
 MJ0272  ___________________________________________________________________
 MJ0272* NAD 83(1986)-  41 40 01.     (N)    095 13 48.     (W)     SCALED    
 MJ0272* NAVD 88     -       377.087  (meters)    1237.16   (feet)  ADJUSTED  
 MJ0272  ___________________________________________________________________
 MJ0272  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 MJ0272  DYNAMIC HT  -         376.916 (meters)    1236.60  (feet)  COMP
 MJ0272  MODELED GRAV-     980,160.5   (mgal)                       NAVD 88
 MJ0272
 MJ0272  VERT ORDER  -  SECOND    CLASS 0
 MJ0272
 MJ0272.The horizontal coordinates were scaled from a topographic map and have
 MJ0272.an estimated accuracy of +/- 6 seconds.
 MJ0272
 MJ0272.The orthometric height was determined by differential leveling
 MJ0272.and adjusted by the National Geodetic Survey in June 1991..
 MJ0272
 MJ0272.The geoid height was determined by GEOID03.
 MJ0272
 MJ0272.The dynamic height is computed by dividing the NAVD 88
 MJ0272.geopotential number by the normal gravity value computed on the
 MJ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0272.degrees latitude (g = 980.6199 gals.).
 MJ0272
 MJ0272.The modeled gravity was interpolated from observed gravity values.
 MJ0272
 MJ0272;                    North         East    Units  Estimated Accuracy
 MJ0272;SPC IA S     -   186,550.      355,940.      MT  (+/- 180 meters Scaled)
 MJ0272
 MJ0272                          SUPERSEDED SURVEY CONTROL
 MJ0272
 MJ0272  NGVD 29 (??/??/92)  376.966  (m)         1236.76   (f) ADJ UNCH    2 0
 MJ0272
 MJ0272.Superseded values are not recommended for survey control.
 MJ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0272.See file dsdata.txt to determine how the superseded data were derived.
 MJ0272
 MJ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG143152(NAD 83)
 MJ0272_MARKER: DB = BENCH MARK DISK
 MJ0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0272_STAMPING: 83 109
 MJ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0272+STABILITY: SURFACE MOTION
 MJ0272
 MJ0272  HISTORY     - Date     Condition        Report By
 MJ0272  HISTORY     - UNK      MONUMENTED       CGS
 MJ0272  HISTORY     - 1949     GOOD             NGS
 MJ0272
 MJ0272                          STATION DESCRIPTION
 MJ0272
 MJ0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0272'6.2 MI NE FROM HARLAN.
 MJ0272'4.5 MILES EAST ALONG STATE HIGHWAY NO. 64 FROM THE JUNCTION OF
 MJ0272'STATE HIGHWAY NO. 64 WITH STATE HIGHWAY NO. 39 AND U.S. HIGHWAY
 MJ0272'NO. 59 AT HARLAN, THENCE 1.75 MILES NORTH ALONG COUNTY ROAD M,
 MJ0272'0.1 MILE WEST OF A 90-DEGREE TURN IN THE ROAD WITH TANGENTS
 MJ0272'LEADING NORTH AND WEST, 127.0 FEET WEST OF THE CENTER LINE OF A
 MJ0272'PRIVATE ROAD LEADING NORTH TO A FARMHOUSE,  56.0 FEET NORTH OF
 MJ0272'POWER LINE POLE NO. 1, 7.0 FEET WEST OF THE 4TH. TELEPHONE POLE
 MJ0272'WEST OF THE WEST END OF THE TURN, 31.0 FEET NORTH OF THE CENTER
 MJ0272'LINE OF THE ROAD, 23.0 FEET EAST OF A 3-WAY CORNER FENCE POST
 MJ0272'AT THE SOUTHWEST CORNER OF THE FARM YARD, 2.9 FEET SOUTH OF A
 MJ0272'FENCE, 1.6 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 MJ0272'CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0271 ***********************************************************************
 MJ0271  DESIGNATION -  83 110
 MJ0271  PID         -  MJ0271
 MJ0271  STATE/COUNTY-  IA/SHELBY
 MJ0271  USGS QUAD   -  JACKSONVILLE (1978)
 MJ0271
 MJ0271                         *CURRENT SURVEY CONTROL
 MJ0271  ___________________________________________________________________
 MJ0271* NAD 83(1986)-  41 39 48.     (N)    095 14 16.     (W)     SCALED    
 MJ0271* NAVD 88     -       399.639  (meters)    1311.15   (feet)  ADJUSTED  
 MJ0271  ___________________________________________________________________
 MJ0271  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 MJ0271  DYNAMIC HT  -         399.459 (meters)    1310.56  (feet)  COMP
 MJ0271  MODELED GRAV-     980,160.1   (mgal)                       NAVD 88
 MJ0271
 MJ0271  VERT ORDER  -  SECOND    CLASS 0
 MJ0271
 MJ0271.The horizontal coordinates were scaled from a topographic map and have
 MJ0271.an estimated accuracy of +/- 6 seconds.
 MJ0271
 MJ0271.The orthometric height was determined by differential leveling
 MJ0271.and adjusted by the National Geodetic Survey in June 1991..
 MJ0271
 MJ0271.The geoid height was determined by GEOID03.
 MJ0271
 MJ0271.The dynamic height is computed by dividing the NAVD 88
 MJ0271.geopotential number by the normal gravity value computed on the
 MJ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0271.degrees latitude (g = 980.6199 gals.).
 MJ0271
 MJ0271.The modeled gravity was interpolated from observed gravity values.
 MJ0271
 MJ0271;                    North         East    Units  Estimated Accuracy
 MJ0271;SPC IA S     -   186,160.      355,280.      MT  (+/- 180 meters Scaled)
 MJ0271
 MJ0271                          SUPERSEDED SURVEY CONTROL
 MJ0271
 MJ0271  NGVD 29 (??/??/92)  399.520  (m)         1310.76   (f) ADJ UNCH    2 0
 MJ0271
 MJ0271.Superseded values are not recommended for survey control.
 MJ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0271.See file dsdata.txt to determine how the superseded data were derived.
 MJ0271
 MJ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG136148(NAD 83)
 MJ0271_MARKER: DB = BENCH MARK DISK
 MJ0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0271_STAMPING: 83 110
 MJ0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0271+STABILITY: SURFACE MOTION
 MJ0271
 MJ0271  HISTORY     - Date     Condition        Report By
 MJ0271  HISTORY     - UNK      MONUMENTED       CGS
 MJ0271  HISTORY     - 1949     GOOD             NGS
 MJ0271
 MJ0271                          STATION DESCRIPTION
 MJ0271
 MJ0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0271'5.8 MI NE FROM HARLAN.
 MJ0271'4.5 MILES EAST ALONG STATE HIGHWAY NO. 64 FROM THE JUNCTION OF
 MJ0271'STATE HIGHWAY NO. 64 WITH STATE HIGHWAY NO. 39 AND U.S. HIGHWAY
 MJ0271'NO. 59 AT HARLAN, THENCE 1.25 MILES NORTH ALONG COUNTY ROAD M,
 MJ0271'ON TOP OF A CUT BANK, AT THE SUMMIT OF A HILL, AT A T-JUNCTION
 MJ0271'OF COUNTY ROAD M AND A PAVED ROAD LEADING WEST, 52.0 FEET NORTHEAST
 MJ0271'OF THE INTERSECTION OF THE CENTER LINES OF THE ROADS, 35.0 FEET
 MJ0271'NORTH OF THE CENTER LINE OF A FIELD ROAD LEADING EAST THROUGH
 MJ0271'A GATE, 33.0 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD
 MJ0271'(SLOPING MEASUREMENT), 70.0 FEET EAST OF POWER LINE POLE NO. 7E38,
 MJ0271'66.4 FEET NORTH OF POWER LINE POLE NO.7EC1, 16.2 FEET NORTH OF
 MJ0271'A POWER LINE GUY POLE, 5.3 FEET WEST OF A FENCE, 1.5 FEET SOUTH
 MJ0271'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST ABOUT
 MJ0271'0.2 FOOT BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0268 ***********************************************************************
 MJ0268  DESIGNATION -  83 111
 MJ0268  PID         -  MJ0268
 MJ0268  STATE/COUNTY-  IA/SHELBY
 MJ0268  USGS QUAD   -  JACKSONVILLE (1978)
 MJ0268
 MJ0268                         *CURRENT SURVEY CONTROL
 MJ0268  ___________________________________________________________________
 MJ0268* NAD 83(1986)-  41 38 42.     (N)    095 14 56.     (W)     SCALED    
 MJ0268* NAVD 88     -       408.808  (meters)    1341.23   (feet)  ADJUSTED  
 MJ0268  ___________________________________________________________________
 MJ0268  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 MJ0268  DYNAMIC HT  -         408.626 (meters)    1340.63  (feet)  COMP
 MJ0268  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 MJ0268
 MJ0268  VERT ORDER  -  SECOND    CLASS 0
 MJ0268
 MJ0268.The horizontal coordinates were scaled from a topographic map and have
 MJ0268.an estimated accuracy of +/- 6 seconds.
 MJ0268
 MJ0268.The orthometric height was determined by differential leveling
 MJ0268.and adjusted by the National Geodetic Survey in June 1991..
 MJ0268
 MJ0268.The geoid height was determined by GEOID03.
 MJ0268
 MJ0268.The dynamic height is computed by dividing the NAVD 88
 MJ0268.geopotential number by the normal gravity value computed on the
 MJ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0268.degrees latitude (g = 980.6199 gals.).
 MJ0268
 MJ0268.The modeled gravity was interpolated from observed gravity values.
 MJ0268
 MJ0268;                    North         East    Units  Estimated Accuracy
 MJ0268;SPC IA S     -   184,140.      354,310.      MT  (+/- 180 meters Scaled)
 MJ0268
 MJ0268                          SUPERSEDED SURVEY CONTROL
 MJ0268
 MJ0268  NGVD 29 (??/??/92)  408.690  (m)         1340.84   (f) ADJ UNCH    2 0
 MJ0268
 MJ0268.Superseded values are not recommended for survey control.
 MJ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0268.See file dsdata.txt to determine how the superseded data were derived.
 MJ0268
 MJ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG127128(NAD 83)
 MJ0268_MARKER: DB = BENCH MARK DISK
 MJ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0268_STAMPING: 83 111
 MJ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0268+STABILITY: SURFACE MOTION
 MJ0268
 MJ0268  HISTORY     - Date     Condition        Report By
 MJ0268  HISTORY     - UNK      MONUMENTED       CGS
 MJ0268  HISTORY     - 1949     GOOD             NGS
 MJ0268
 MJ0268                          STATION DESCRIPTION
 MJ0268
 MJ0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0268'3.9 MI E FROM HARLAN.
 MJ0268'3.9 MILES EAST ALONG STATE HIGHWAY NO. 64 FROM THE JUNCTION OF
 MJ0268'STATE HIGHWAY NO. 64 WITH STATE HIGHWAY NO. 39 AND U.S. HIGHWAY
 MJ0268'NO. 59 AT HARLAN, JUST WEST OF THE SUMMIT OF A HILL, ON TOP OF A
 MJ0268'CUT BANK, 34.8 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 MJ0268'(SLOPING MEASUREMENT), 41.4 FEET SOUTHWEST OF PAVEMENT STATION
 MJ0268'NO. 852, 33.3 FEET WEST OF A 3-WAY CORNER FENCE POST, 0.5
 MJ0268'FOOT NORTH OF A FENCE, 1.2 FEET EAST OF A REFERENCE POST, SET
 MJ0268'IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0267 ***********************************************************************
 MJ0267  DESIGNATION -  83 112
 MJ0267  PID         -  MJ0267
 MJ0267  STATE/COUNTY-  IA/SHELBY
 MJ0267  USGS QUAD   -  HARLAN (1978)
 MJ0267
 MJ0267                         *CURRENT SURVEY CONTROL
 MJ0267  ___________________________________________________________________
 MJ0267* NAD 83(1986)-  41 38 42.     (N)    095 15 36.     (W)     SCALED    
 MJ0267* NAVD 88     -       413.373  (meters)    1356.21   (feet)  ADJUSTED  
 MJ0267  ___________________________________________________________________
 MJ0267  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 MJ0267  DYNAMIC HT  -         413.188 (meters)    1355.60  (feet)  COMP
 MJ0267  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 MJ0267
 MJ0267  VERT ORDER  -  SECOND    CLASS 0
 MJ0267
 MJ0267.The horizontal coordinates were scaled from a topographic map and have
 MJ0267.an estimated accuracy of +/- 6 seconds.
 MJ0267
 MJ0267.The orthometric height was determined by differential leveling
 MJ0267.and adjusted by the National Geodetic Survey in June 1991..
 MJ0267
 MJ0267.The geoid height was determined by GEOID03.
 MJ0267
 MJ0267.The dynamic height is computed by dividing the NAVD 88
 MJ0267.geopotential number by the normal gravity value computed on the
 MJ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0267.degrees latitude (g = 980.6199 gals.).
 MJ0267
 MJ0267.The modeled gravity was interpolated from observed gravity values.
 MJ0267
 MJ0267;                    North         East    Units  Estimated Accuracy
 MJ0267;SPC IA S     -   184,160.      353,390.      MT  (+/- 180 meters Scaled)
 MJ0267
 MJ0267                          SUPERSEDED SURVEY CONTROL
 MJ0267
 MJ0267  NGVD 29 (??/??/92)  413.254  (m)         1355.82   (f) ADJ UNCH    2 0
 MJ0267
 MJ0267.Superseded values are not recommended for survey control.
 MJ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0267.See file dsdata.txt to determine how the superseded data were derived.
 MJ0267
 MJ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG117128(NAD 83)
 MJ0267_MARKER: DB = BENCH MARK DISK
 MJ0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0267_STAMPING: 83 112
 MJ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0267+STABILITY: SURFACE MOTION
 MJ0267
 MJ0267  HISTORY     - Date     Condition        Report By
 MJ0267  HISTORY     - UNK      MONUMENTED       CGS
 MJ0267  HISTORY     - 1949     GOOD             NGS
 MJ0267  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0267
 MJ0267                          STATION DESCRIPTION
 MJ0267
 MJ0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0267'3.4 MI E FROM HARLAN.
 MJ0267'3.35 MILES EAST ALONG STATE HIGHWAY NO. 64 FROM THE JUNCTION OF
 MJ0267'STATE HIGHWAY NO. 64 WITH STATE HIGHWAY NO. 39 AND U.S. HIGHWAY
 MJ0267'NO. 59 AT HARLAN, JUST WEST OF THE SUMMIT OF A HILL, ON THE
 MJ0267'EAST SLOPE OF THE HILL, 18.6 FEET SOUTH OF PAVEMENT STATION
 MJ0267'NO. 823, 27.2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 42.0
 MJ0267'FEET WEST OF THE CENTER LINE OF A GATE, 6.8 FEET NORTH OF A
 MJ0267'FENCE, 6.8 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP
 MJ0267'OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 MJ0267
 MJ0267                          STATION RECOVERY (1975)
 MJ0267
 MJ0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0265 ***********************************************************************
 MJ0265  DESIGNATION -  83 113
 MJ0265  PID         -  MJ0265
 MJ0265  STATE/COUNTY-  IA/SHELBY
 MJ0265  USGS QUAD   -  HARLAN (1978)
 MJ0265
 MJ0265                         *CURRENT SURVEY CONTROL
 MJ0265  ___________________________________________________________________
 MJ0265* NAD 83(1986)-  41 38 43.     (N)    095 17 27.     (W)     SCALED    
 MJ0265* NAVD 88     -       411.954  (meters)    1351.55   (feet)  ADJUSTED  
 MJ0265  ___________________________________________________________________
 MJ0265  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 MJ0265  DYNAMIC HT  -         411.766 (meters)    1350.94  (feet)  COMP
 MJ0265  MODELED GRAV-     980,156.8   (mgal)                       NAVD 88
 MJ0265
 MJ0265  VERT ORDER  -  SECOND    CLASS 0
 MJ0265
 MJ0265.The horizontal coordinates were scaled from a topographic map and have
 MJ0265.an estimated accuracy of +/- 6 seconds.
 MJ0265
 MJ0265.The orthometric height was determined by differential leveling
 MJ0265.and adjusted by the National Geodetic Survey in June 1991..
 MJ0265
 MJ0265.The geoid height was determined by GEOID03.
 MJ0265
 MJ0265.The dynamic height is computed by dividing the NAVD 88
 MJ0265.geopotential number by the normal gravity value computed on the
 MJ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0265.degrees latitude (g = 980.6199 gals.).
 MJ0265
 MJ0265.The modeled gravity was interpolated from observed gravity values.
 MJ0265
 MJ0265;                    North         East    Units  Estimated Accuracy
 MJ0265;SPC IA S     -   184,250.      350,820.      MT  (+/- 180 meters Scaled)
 MJ0265
 MJ0265                          SUPERSEDED SURVEY CONTROL
 MJ0265
 MJ0265  NGVD 29 (??/??/92)  411.832  (m)         1351.15   (f) ADJ UNCH    2 0
 MJ0265
 MJ0265.Superseded values are not recommended for survey control.
 MJ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0265.See file dsdata.txt to determine how the superseded data were derived.
 MJ0265
 MJ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG092129(NAD 83)
 MJ0265_MARKER: DB = BENCH MARK DISK
 MJ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0265_STAMPING: 83 113
 MJ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0265+STABILITY: SURFACE MOTION
 MJ0265
 MJ0265  HISTORY     - Date     Condition        Report By
 MJ0265  HISTORY     - UNK      MONUMENTED       CGS
 MJ0265  HISTORY     - 1949     GOOD             NGS
 MJ0265
 MJ0265                          STATION DESCRIPTION
 MJ0265
 MJ0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0265'1.7 MI E FROM HARLAN.
 MJ0265'1.7 MILES EAST ALONG STATE HIGHWAY NO. 64 FROM THE JUNCTION OF
 MJ0265'STATE HIGHWAY NO. 64 WITH STATE HIGHWAY NO. 39 AND U.S. HIGHWAY
 MJ0265'NO. 59 AT HARLAN, ON THE TOP OF A CUT BANK, NEAR THE SUMMIT
 MJ0265'OF A HILL, ON THE WEST SLOPE OF THE HILL, 157.0 FEET WEST OF A
 MJ0265'POINT ON THE PROJECTED CENTER LINE OF A PRIVATE ROAD LEADING
 MJ0265'NORTH TO A FARMHOUSE DUE NORTH OF THE BENCH MARK, 42.6 FEET
 MJ0265'SOUTH OF THE CENTER LINE OF THE HIGHWAY (SLOPING MEASUREMENT),
 MJ0265'38.3 FEET SOUTHWEST OF PAVEMENT STATION NO. 738 (SLOPING
 MJ0265'MEASUREMENT), 2.0 FEET NORTH OF A FENCE, 2.3 FEET SOUTH OF A
 MJ0265'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH
 MJ0265'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0264 ***********************************************************************
 MJ0264  DESIGNATION -  83 114
 MJ0264  PID         -  MJ0264
 MJ0264  STATE/COUNTY-  IA/SHELBY
 MJ0264  USGS QUAD   -  HARLAN (1978)
 MJ0264
 MJ0264                         *CURRENT SURVEY CONTROL
 MJ0264  ___________________________________________________________________
 MJ0264* NAD 83(1986)-  41 38 43.     (N)    095 18 07.     (W)     SCALED    
 MJ0264* NAVD 88     -       374.334  (meters)    1228.13   (feet)  ADJUSTED  
 MJ0264  ___________________________________________________________________
 MJ0264  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 MJ0264  DYNAMIC HT  -         374.162 (meters)    1227.56  (feet)  COMP
 MJ0264  MODELED GRAV-     980,154.8   (mgal)                       NAVD 88
 MJ0264
 MJ0264  VERT ORDER  -  SECOND    CLASS 0
 MJ0264
 MJ0264.The horizontal coordinates were scaled from a topographic map and have
 MJ0264.an estimated accuracy of +/- 6 seconds.
 MJ0264
 MJ0264.The orthometric height was determined by differential leveling
 MJ0264.and adjusted by the National Geodetic Survey in June 1991..
 MJ0264
 MJ0264.The geoid height was determined by GEOID03.
 MJ0264
 MJ0264.The dynamic height is computed by dividing the NAVD 88
 MJ0264.geopotential number by the normal gravity value computed on the
 MJ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0264.degrees latitude (g = 980.6199 gals.).
 MJ0264
 MJ0264.The modeled gravity was interpolated from observed gravity values.
 MJ0264
 MJ0264;                    North         East    Units  Estimated Accuracy
 MJ0264;SPC IA S     -   184,260.      349,900.      MT  (+/- 180 meters Scaled)
 MJ0264
 MJ0264                          SUPERSEDED SURVEY CONTROL
 MJ0264
 MJ0264  NGVD 29 (??/??/92)  374.210  (m)         1227.72   (f) ADJ UNCH    2 0
 MJ0264
 MJ0264.Superseded values are not recommended for survey control.
 MJ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0264.See file dsdata.txt to determine how the superseded data were derived.
 MJ0264
 MJ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG082129(NAD 83)
 MJ0264_MARKER: DB = BENCH MARK DISK
 MJ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0264_STAMPING: 83 114
 MJ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0264+STABILITY: SURFACE MOTION
 MJ0264
 MJ0264  HISTORY     - Date     Condition        Report By
 MJ0264  HISTORY     - UNK      MONUMENTED       CGS
 MJ0264  HISTORY     - 1949     GOOD             NGS
 MJ0264
 MJ0264                          STATION DESCRIPTION
 MJ0264
 MJ0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0264'1.2 MI E FROM HARLAN.
 MJ0264'1.2 MILES EAST ALONG STATE HIGHWAY NO. 64 FROM THE JUNCTION OF
 MJ0264'STATE HIGHWAY NO. 64 WITH STATE HIGHWAY NO. 39 AND U.S. HIGHWAY
 MJ0264'NO. 59 AT HARLAN, AT A PRIVATE ROAD LEADING SOUTH TO THE DAN
 MJ0264'MC CARTHY FARMHOUSE, 24.4 FEET SOUTH OF THE CENTER LINE OF THE
 MJ0264'HIGHWAY, 29.0 FEET EAST OF THE CENTER LINE OF THE PRIVATE ROAD,
 MJ0264'16.3 FEET EAST OF THE CORNER FENCE POST, 24.6 FEET SOUTHWEST
 MJ0264'OF PAVEMENT STATION NO. 708, 9.7 FEET EAST OF THE MOST EASTERLY
 MJ0264'ONE OF TWO TELEPHONE POLES, 2.5 FEET NORTH OF A FENCE, 1.3 FEET
 MJ0264'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND
 MJ0264'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0386 ***********************************************************************
 MJ0386  DESIGNATION -  83 15
 MJ0386  PID         -  MJ0386
 MJ0386  STATE/COUNTY-  IA/SHELBY
 MJ0386  USGS QUAD   -  PANAMA (1978)
 MJ0386
 MJ0386                         *CURRENT SURVEY CONTROL
 MJ0386  ___________________________________________________________________
 MJ0386* NAD 83(1986)-  41 38 46.     (N)    095 23 02.     (W)     SCALED    
 MJ0386* NAVD 88     -       414.756  (meters)    1360.75   (feet)  ADJUSTED  
 MJ0386  ___________________________________________________________________
 MJ0386  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 MJ0386  DYNAMIC HT  -         414.560 (meters)    1360.10  (feet)  COMP
 MJ0386  MODELED GRAV-     980,139.8   (mgal)                       NAVD 88
 MJ0386
 MJ0386  VERT ORDER  -  SECOND    CLASS 0
 MJ0386
 MJ0386.The horizontal coordinates were scaled from a topographic map and have
 MJ0386.an estimated accuracy of +/- 6 seconds.
 MJ0386
 MJ0386.The orthometric height was determined by differential leveling
 MJ0386.and adjusted by the National Geodetic Survey in June 1991..
 MJ0386
 MJ0386.The geoid height was determined by GEOID03.
 MJ0386
 MJ0386.The dynamic height is computed by dividing the NAVD 88
 MJ0386.geopotential number by the normal gravity value computed on the
 MJ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0386.degrees latitude (g = 980.6199 gals.).
 MJ0386
 MJ0386.The modeled gravity was interpolated from observed gravity values.
 MJ0386
 MJ0386;                    North         East    Units  Estimated Accuracy
 MJ0386;SPC IA S     -   184,500.      343,070.      MT  (+/- 180 meters Scaled)
 MJ0386
 MJ0386                          SUPERSEDED SURVEY CONTROL
 MJ0386
 MJ0386.No superseded survey control is available for this station.
 MJ0386
 MJ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG014132(NAD 83)
 MJ0386_MARKER: DB = BENCH MARK DISK
 MJ0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0386_STAMPING: 83 15
 MJ0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0386+STABILITY: SURFACE MOTION
 MJ0386
 MJ0386  HISTORY     - Date     Condition        Report By
 MJ0386  HISTORY     - UNK      MONUMENTED       CGS
 MJ0386  HISTORY     - 1949     GOOD             NGS
 MJ0386
 MJ0386                          STATION DESCRIPTION
 MJ0386
 MJ0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0386'3 MI W FROM HARLAN.
 MJ0386'3.0 MILES WEST ALONG STATE HIGHWAY NO. 39 FROM THE JUNCTION OF
 MJ0386'STATE HIGHWAY NO. 39 WITH U.S. HIGHWAY NO. 59 AT HARLAN, ON TOP
 MJ0386'OF A DEEP CUT BANK AT THE SUMMIT OF A HILL IN THE HIGHWAY, IN
 MJ0386'THE NORTHEAST QUARTER OF THE INTERSECTION OF THE HIGHWAY AND A
 MJ0386'NORTH-SOUTH SECTION LINE ROAD, 89.5 FEET SOUTHWEST OF THE
 MJ0386'SOUTHWEST CORNER OF THE HAROLD MILLER FARMHOUSE, 64.0 FEET NORTH
 MJ0386'OF THE CENTER LINE OF THE HIGHWAY (A SLOPING MEASUREMENT), 62.0
 MJ0386'FEET EAST OF THE CENTER LINE OF THE SECTION LINE ROAD (A SLOPING
 MJ0386'MEASUREMENT), 17.5 FEET EAST OF A TELEPHONE POLE, 11.7 FEET
 MJ0386'EAST-SOUTHEAST OF A FENCE CORNER, 3.6 FEET SOUTH OF A FENCE, 1.2
 MJ0386'FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MJ0386'POST ABOUT 0.2 FOOT BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0364 ***********************************************************************
 MJ0364  DESIGNATION -  83 153
 MJ0364  PID         -  MJ0364
 MJ0364  STATE/COUNTY-  IA/SHELBY
 MJ0364  USGS QUAD   -  DEFIANCE (1971)
 MJ0364
 MJ0364                         *CURRENT SURVEY CONTROL
 MJ0364  ___________________________________________________________________
 MJ0364* NAD 83(1986)-  41 48 42.     (N)    095 20 03.     (W)     SCALED    
 MJ0364* NAVD 88     -       405.056  (meters)    1328.92   (feet)  ADJUSTED  
 MJ0364  ___________________________________________________________________
 MJ0364  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 MJ0364  DYNAMIC HT  -         404.863 (meters)    1328.29  (feet)  COMP
 MJ0364  MODELED GRAV-     980,135.7   (mgal)                       NAVD 88
 MJ0364
 MJ0364  VERT ORDER  -  SECOND    CLASS 0
 MJ0364
 MJ0364.The horizontal coordinates were scaled from a topographic map and have
 MJ0364.an estimated accuracy of +/- 6 seconds.
 MJ0364
 MJ0364.The orthometric height was determined by differential leveling
 MJ0364.and adjusted by the National Geodetic Survey in June 1991..
 MJ0364
 MJ0364.The geoid height was determined by GEOID03.
 MJ0364
 MJ0364.The dynamic height is computed by dividing the NAVD 88
 MJ0364.geopotential number by the normal gravity value computed on the
 MJ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0364.degrees latitude (g = 980.6199 gals.).
 MJ0364
 MJ0364.The modeled gravity was interpolated from observed gravity values.
 MJ0364
 MJ0364;                    North         East    Units  Estimated Accuracy
 MJ0364;SPC IA S     -   202,800.      347,600.      MT  (+/- 180 meters Scaled)
 MJ0364
 MJ0364                          SUPERSEDED SURVEY CONTROL
 MJ0364
 MJ0364  NGVD 29 (??/??/92)  404.916  (m)         1328.46   (f) ADJ UNCH    2 0
 MJ0364
 MJ0364.Superseded values are not recommended for survey control.
 MJ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0364.See file dsdata.txt to determine how the superseded data were derived.
 MJ0364
 MJ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG061315(NAD 83)
 MJ0364_MARKER: DD = SURVEY DISK
 MJ0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0364_STAMPING: 83 153
 MJ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0364+STABILITY: SURFACE MOTION
 MJ0364
 MJ0364  HISTORY     - Date     Condition        Report By
 MJ0364  HISTORY     - UNK      MONUMENTED       IOWAGS
 MJ0364  HISTORY     - 1949     GOOD             NGS
 MJ0364  HISTORY     - 20040327 MARK NOT FOUND   JCLS
 MJ0364
 MJ0364                          STATION DESCRIPTION
 MJ0364
 MJ0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0364'1.2 MI SE FROM DEFIANCE.
 MJ0364'1.25 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 59 FROM THE SAINT
 MJ0364'PAUL CATHOLIC SCHOOL AT DEFIANCE, AT A NORTH-SOUTH SECTION
 MJ0364'LINE ROAD CROSSING, 112.0 FEET EAST OF THE CENTER LINE OF THE
 MJ0364'ROAD, 112.8 FEET NORTHWEST OF A POWER LINE POLE, 50.7 FEET
 MJ0364'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 95.5 FEET NORTH
 MJ0364'OF TELEPHONE POLE NO. 9, 3.0 FEET SOUTHWEST OF A FENCE, 1.3 FEET
 MJ0364'SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MJ0364'AND LEVEL WITH THE GROUND.
 MJ0364
 MJ0364                          STATION RECOVERY (2004)
 MJ0364
 MJ0364'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 MJ0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0365 ***********************************************************************
 MJ0365  DESIGNATION -  83 154
 MJ0365  PID         -  MJ0365
 MJ0365  STATE/COUNTY-  IA/SHELBY
 MJ0365  USGS QUAD   -  DEFIANCE (1971)
 MJ0365
 MJ0365                         *CURRENT SURVEY CONTROL
 MJ0365  ___________________________________________________________________
 MJ0365* NAD 83(1986)-  41 48 12.     (N)    095 19 38.     (W)     SCALED    
 MJ0365* NAVD 88     -       391.448  (meters)    1284.28   (feet)  ADJUSTED  
 MJ0365  ___________________________________________________________________
 MJ0365  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 MJ0365  DYNAMIC HT  -         391.262 (meters)    1283.67  (feet)  COMP
 MJ0365  MODELED GRAV-     980,135.2   (mgal)                       NAVD 88
 MJ0365
 MJ0365  VERT ORDER  -  SECOND    CLASS 0
 MJ0365
 MJ0365.The horizontal coordinates were scaled from a topographic map and have
 MJ0365.an estimated accuracy of +/- 6 seconds.
 MJ0365
 MJ0365.The orthometric height was determined by differential leveling
 MJ0365.and adjusted by the National Geodetic Survey in June 1991..
 MJ0365
 MJ0365.The geoid height was determined by GEOID03.
 MJ0365
 MJ0365.The dynamic height is computed by dividing the NAVD 88
 MJ0365.geopotential number by the normal gravity value computed on the
 MJ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0365.degrees latitude (g = 980.6199 gals.).
 MJ0365
 MJ0365.The modeled gravity was interpolated from observed gravity values.
 MJ0365
 MJ0365;                    North         East    Units  Estimated Accuracy
 MJ0365;SPC IA S     -   201,860.      348,160.      MT  (+/- 180 meters Scaled)
 MJ0365
 MJ0365                          SUPERSEDED SURVEY CONTROL
 MJ0365
 MJ0365  NGVD 29 (??/??/92)  391.309  (m)         1283.82   (f) ADJ UNCH    2 0
 MJ0365
 MJ0365.Superseded values are not recommended for survey control.
 MJ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0365.See file dsdata.txt to determine how the superseded data were derived.
 MJ0365
 MJ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG066305(NAD 83)
 MJ0365_MARKER: DD = SURVEY DISK
 MJ0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0365_STAMPING: 83 154
 MJ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0365+STABILITY: SURFACE MOTION
 MJ0365
 MJ0365  HISTORY     - Date     Condition        Report By
 MJ0365  HISTORY     - UNK      MONUMENTED       IOWAGS
 MJ0365  HISTORY     - 1949     GOOD             NGS
 MJ0365
 MJ0365                          STATION DESCRIPTION
 MJ0365
 MJ0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0365'1.9 MI SE FROM DEFIANCE.
 MJ0365'1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 59 FROM THE SAINT PAUL
 MJ0365'CATHOLIC SCHOOL AT DEFIANCE, ON THE TOP OF A CUT BANK, 76.5
 MJ0365'FEET SOUTH OF PAVEMENT STATION NO. 538, 70.0 FEET WEST OF
 MJ0365'PAVEMENT STATION NO. 537, 45.0 FEET SOUTHWEST OF THE CENTER
 MJ0365'LINE OF THE HIGHWAY, 67.0 FEET NORTHWEST OF A TELEPHONE POLE,
 MJ0365'0.5 FOOT SOUTHWEST OF A FENCE, 1.1 FEET SOUTHWEST OF A REFERENCE
 MJ0365'POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE
 MJ0365'GROUND.  NOTE-- THE NUMBERS 3 IN THE ABOVE MENTIONED PAVEMENT
 MJ0365'STATIONS ARE UP-SIDE DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0243 ***********************************************************************
 MJ0243  DESIGNATION -  83 19 RESET
 MJ0243  PID         -  MJ0243
 MJ0243  STATE/COUNTY-  IA/SHELBY
 MJ0243  USGS QUAD   -  CORLEY (1978)
 MJ0243
 MJ0243                         *CURRENT SURVEY CONTROL
 MJ0243  ___________________________________________________________________
 MJ0243* NAD 83(1986)-  41 31 14.     (N)    095 20 12.     (W)     SCALED    
 MJ0243* NAVD 88     -       354.25   (meters)    1162.2    (feet)  RESET     
 MJ0243  ___________________________________________________________________
 MJ0243  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 MJ0243
 MJ0243  VERT ORDER  -  THIRD
 MJ0243
 MJ0243.The horizontal coordinates were scaled from a topographic map and have
 MJ0243.an estimated accuracy of +/- 6 seconds.
 MJ0243
 MJ0243.The orthometric height was computed from unverified reset data.
 MJ0243.No vertical observational check was made to the station.
 MJ0243
 MJ0243.The geoid height was determined by GEOID03.
 MJ0243
 MJ0243;                    North         East    Units  Estimated Accuracy
 MJ0243;SPC IA S     -   170,480.      346,710.      MT  (+/- 180 meters Scaled)
 MJ0243
 MJ0243                          SUPERSEDED SURVEY CONTROL
 MJ0243
 MJ0243  NGVD 29 (??/??/??)  354.14   (m)         1161.9    (f) RESET       3  
 MJ0243
 MJ0243.Superseded values are not recommended for survey control.
 MJ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0243.See file dsdata.txt to determine how the superseded data were derived.
 MJ0243
 MJ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF050991(NAD 83)
 MJ0243_MARKER: DB = BENCH MARK DISK
 MJ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0243_STAMPING: 83-19 RESET 1970
 MJ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0243+STABILITY: SURFACE MOTION
 MJ0243
 MJ0243  HISTORY     - Date     Condition        Report By
 MJ0243  HISTORY     - 1970     MONUMENTED       NGS
 MJ0243
 MJ0243                          STATION DESCRIPTION
 MJ0243
 MJ0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0243'3.2 MI N FROM AVOCA.
 MJ0243'3.15 MILES NORTH ALONG U.S. HIGHWAY 59 FROM THE AVOCA WATERWORKS
 MJ0243'BUILDING AT AVOCA, AT A ROAD CROSSING, 89 FEET NORTH OF THE
 MJ0243'CENTER OF A FARM DRIVEWAY, 80 FEET WEST OF THE CENTER OF U.S.
 MJ0243'HIGHWAY 59, 1 FOOT NORTH OF A METAL WITNESS POST, AND SET IN
 MJ0243'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0277 ***********************************************************************
 MJ0277  DESIGNATION -  83 21
 MJ0277  PID         -  MJ0277
 MJ0277  STATE/COUNTY-  IA/SHELBY
 MJ0277  USGS QUAD   -  CORLEY (1978)
 MJ0277
 MJ0277                         *CURRENT SURVEY CONTROL
 MJ0277  ___________________________________________________________________
 MJ0277* NAD 83(1986)-  41 33 02.     (N)    095 20 08.     (W)     SCALED    
 MJ0277* NAVD 88     -       353.026  (meters)    1158.22   (feet)  ADJUSTED  
 MJ0277  ___________________________________________________________________
 MJ0277  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 MJ0277  DYNAMIC HT  -         352.875 (meters)    1157.72  (feet)  COMP
 MJ0277  MODELED GRAV-     980,184.5   (mgal)                       NAVD 88
 MJ0277
 MJ0277  VERT ORDER  -  SECOND    CLASS 0
 MJ0277
 MJ0277.The horizontal coordinates were scaled from a topographic map and have
 MJ0277.an estimated accuracy of +/- 6 seconds.
 MJ0277
 MJ0277.The orthometric height was determined by differential leveling
 MJ0277.and adjusted by the National Geodetic Survey in June 1991..
 MJ0277
 MJ0277.The geoid height was determined by GEOID03.
 MJ0277
 MJ0277.The dynamic height is computed by dividing the NAVD 88
 MJ0277.geopotential number by the normal gravity value computed on the
 MJ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0277.degrees latitude (g = 980.6199 gals.).
 MJ0277
 MJ0277.The modeled gravity was interpolated from observed gravity values.
 MJ0277
 MJ0277;                    North         East    Units  Estimated Accuracy
 MJ0277;SPC IA S     -   173,810.      346,870.      MT  (+/- 180 meters Scaled)
 MJ0277
 MJ0277                          SUPERSEDED SURVEY CONTROL
 MJ0277
 MJ0277  NGVD 29 (??/??/92)  352.920  (m)         1157.87   (f) ADJ UNCH    2 0
 MJ0277
 MJ0277.Superseded values are not recommended for survey control.
 MJ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0277.See file dsdata.txt to determine how the superseded data were derived.
 MJ0277
 MJ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG052025(NAD 83)
 MJ0277_MARKER: DB = BENCH MARK DISK
 MJ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0277_STAMPING: 83 21 RESET 1941
 MJ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0277+STABILITY: SURFACE MOTION
 MJ0277
 MJ0277  HISTORY     - Date     Condition        Report By
 MJ0277  HISTORY     - 1941     MONUMENTED       IOWAGS
 MJ0277  HISTORY     - 1949     GOOD             NGS
 MJ0277  HISTORY     - 1970     MARK NOT FOUND   NGS
 MJ0277
 MJ0277                          STATION DESCRIPTION
 MJ0277
 MJ0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0277'5.1 MI N FROM AVOCA.
 MJ0277'5.1 MILES NORTH ALONG U.S. HIGHWAY NO. 59 FROM THE AVOCA WATERWORKS
 MJ0277'BUILDING AT AVOCA, AT A PRIVATE ROAD LEADING WEST INTO A FIELD,
 MJ0277'31.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 51.2 FEET
 MJ0277'NORTHWEST OF PAVEMENT STATION NO. 164, 20.3 FEET SOUTH OF THE
 MJ0277'CENTER LINE OF A GATE, 1.2 FEET EAST OF A FENCE, 1.4 FEET NORTH
 MJ0277'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND
 MJ0277'LEVEL WITH THE GROUND.
 MJ0277
 MJ0277                          STATION RECOVERY (1970)
 MJ0277
 MJ0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MJ0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0255 ***********************************************************************
 MJ0255  DESIGNATION -  83 29 RESET
 MJ0255  PID         -  MJ0255
 MJ0255  STATE/COUNTY-  IA/SHELBY
 MJ0255  USGS QUAD   -  CORLEY (1978)
 MJ0255
 MJ0255                         *CURRENT SURVEY CONTROL
 MJ0255  ___________________________________________________________________
 MJ0255* NAD 83(1986)-  41 35 35.     (N)    095 20 06.     (W)     SCALED    
 MJ0255* NAVD 88     -       364.55   (meters)    1196.0    (feet)  RESET     
 MJ0255  ___________________________________________________________________
 MJ0255  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 MJ0255
 MJ0255  VERT ORDER  -  THIRD
 MJ0255
 MJ0255.The horizontal coordinates were scaled from a topographic map and have
 MJ0255.an estimated accuracy of +/- 6 seconds.
 MJ0255
 MJ0255.The orthometric height was computed from unverified reset data.
 MJ0255.No vertical observational check was made to the station.
 MJ0255
 MJ0255.The geoid height was determined by GEOID03.
 MJ0255
 MJ0255;                    North         East    Units  Estimated Accuracy
 MJ0255;SPC IA S     -   178,520.      347,020.      MT  (+/- 180 meters Scaled)
 MJ0255
 MJ0255                          SUPERSEDED SURVEY CONTROL
 MJ0255
 MJ0255  NGVD 29 (??/??/??)  364.44   (m)         1195.7    (f) RESET       3  
 MJ0255
 MJ0255.Superseded values are not recommended for survey control.
 MJ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0255.See file dsdata.txt to determine how the superseded data were derived.
 MJ0255
 MJ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG053072(NAD 83)
 MJ0255_MARKER: DB = BENCH MARK DISK
 MJ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0255_STAMPING: 83-29 RESET 1970
 MJ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0255+STABILITY: SURFACE MOTION
 MJ0255
 MJ0255  HISTORY     - Date     Condition        Report By
 MJ0255  HISTORY     - 1970     MONUMENTED       NGS
 MJ0255
 MJ0255                          STATION DESCRIPTION
 MJ0255
 MJ0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0255'3.9 MI S FROM HARLAN.
 MJ0255'3.9 MILES SOUTH ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF U.S.
 MJ0255'HIGHWAY 59 AND STATE HIGHWAY 44 AT HARLAN, OR 8.3 MILES NORTH
 MJ0255'ALONG U.S. HIGHWAY 59 FROM THE AVOCA WATERWORKS BUILDING AT
 MJ0255'AVOCA, 69 FEET WEST OF THE CENTER OF U.S. HIGHWAY 59, 77 FEET
 MJ0255'SOUTH OF THE CENTER OF A DRIVEWAY LEADING TO A WHITE HOUSE, 3 FEET
 MJ0255'SOUTH OF A FENCE, 2 FEET NORTH OF A METAL WITNESS POST, AND SET
 MJ0255'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0259 ***********************************************************************
 MJ0259  DESIGNATION -  83 30 RESET
 MJ0259  PID         -  MJ0259
 MJ0259  STATE/COUNTY-  IA/SHELBY
 MJ0259  USGS QUAD   -  CORLEY (1978)
 MJ0259
 MJ0259                         *CURRENT SURVEY CONTROL
 MJ0259  ___________________________________________________________________
 MJ0259* NAD 83(1986)-  41 36 50.     (N)    095 20 08.     (W)     SCALED    
 MJ0259* NAVD 88     -       370.46   (meters)    1215.4    (feet)  RESET     
 MJ0259  ___________________________________________________________________
 MJ0259  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 MJ0259
 MJ0259  VERT ORDER  -  THIRD
 MJ0259
 MJ0259.The horizontal coordinates were scaled from a topographic map and have
 MJ0259.an estimated accuracy of +/- 6 seconds.
 MJ0259
 MJ0259.The orthometric height was computed from unverified reset data.
 MJ0259.No vertical observational check was made to the station.
 MJ0259
 MJ0259.The geoid height was determined by GEOID03.
 MJ0259
 MJ0259;                    North         East    Units  Estimated Accuracy
 MJ0259;SPC IA S     -   180,840.      347,020.      MT  (+/- 180 meters Scaled)
 MJ0259
 MJ0259                          SUPERSEDED SURVEY CONTROL
 MJ0259
 MJ0259  NGVD 29 (??/??/??)  370.34   (m)         1215.0    (f) RESET       3  
 MJ0259
 MJ0259.Superseded values are not recommended for survey control.
 MJ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0259.See file dsdata.txt to determine how the superseded data were derived.
 MJ0259
 MJ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG054095(NAD 83)
 MJ0259_MARKER: DB = BENCH MARK DISK
 MJ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0259_STAMPING: 83-30 RESET 1970
 MJ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0259+STABILITY: SURFACE MOTION
 MJ0259
 MJ0259  HISTORY     - Date     Condition        Report By
 MJ0259  HISTORY     - 1970     MONUMENTED       NGS
 MJ0259
 MJ0259                          STATION DESCRIPTION
 MJ0259
 MJ0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0259'2.5 MI S FROM HARLAN.
 MJ0259'2.5 MILES SOUTH ALONG U.S. HIGHWAY 9 FROM THE JUNCTION OF U.S.
 MJ0259'HIGHWAY 59 AND STATE HIGHWAY 44 AT HARLAN, OR 9.8 MILES NORTH
 MJ0259'ALONG U.S. HIGHWAY 59 FROM THE AVOCA WATERWORKS BUILDING AT
 MJ0259'AVOCA, 70 FEET WEST OF THE CENTER OF U.S. HIGHWAY 59, 32 FEET
 MJ0259'SOUTH OF THE CENTER OF A DRIVEWAY, 19.5 FEET SOUTH OF A CORNER
 MJ0259'FENCE POST, 1.5 FEET NORTH OF A METAL WITNESS POST, 1 FOOT
 MJ0259'EAST OF A FENCE, ABOUT 100 FEET SOUTH-SOUTHEAST OF A HOUSE,
 MJ0259'AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH POROJECTS
 MJ0259'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0260 ***********************************************************************
 MJ0260  DESIGNATION -  83 31
 MJ0260  PID         -  MJ0260
 MJ0260  STATE/COUNTY-  IA/SHELBY
 MJ0260  USGS QUAD   -  HARLAN (1978)
 MJ0260
 MJ0260                         *CURRENT SURVEY CONTROL
 MJ0260  ___________________________________________________________________
 MJ0260* NAD 83(1986)-  41 37 34.     (N)    095 19 31.     (W)     SCALED    
 MJ0260* NAVD 88     -       368.948  (meters)    1210.46   (feet)  ADJUSTED  
 MJ0260  ___________________________________________________________________
 MJ0260  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 MJ0260  DYNAMIC HT  -         368.780 (meters)    1209.91  (feet)  COMP
 MJ0260  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 MJ0260
 MJ0260  VERT ORDER  -  SECOND    CLASS 0
 MJ0260
 MJ0260.The horizontal coordinates were scaled from a topographic map and have
 MJ0260.an estimated accuracy of +/- 6 seconds.
 MJ0260
 MJ0260.The orthometric height was determined by differential leveling
 MJ0260.and adjusted by the National Geodetic Survey in June 1991..
 MJ0260
 MJ0260.The geoid height was determined by GEOID03.
 MJ0260
 MJ0260.The dynamic height is computed by dividing the NAVD 88
 MJ0260.geopotential number by the normal gravity value computed on the
 MJ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0260.degrees latitude (g = 980.6199 gals.).
 MJ0260
 MJ0260.The modeled gravity was interpolated from observed gravity values.
 MJ0260
 MJ0260;                    North         East    Units  Estimated Accuracy
 MJ0260;SPC IA S     -   182,180.      347,910.      MT  (+/- 180 meters Scaled)
 MJ0260
 MJ0260                          SUPERSEDED SURVEY CONTROL
 MJ0260
 MJ0260  NGVD 29 (??/??/92)  368.828  (m)         1210.06   (f) ADJ UNCH    2 0
 MJ0260
 MJ0260.Superseded values are not recommended for survey control.
 MJ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0260.See file dsdata.txt to determine how the superseded data were derived.
 MJ0260
 MJ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG062108(NAD 83)
 MJ0260_MARKER: DD = SURVEY DISK
 MJ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0260_STAMPING: 83 31 RESET 1941
 MJ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0260+STABILITY: SURFACE MOTION
 MJ0260
 MJ0260  HISTORY     - Date     Condition        Report By
 MJ0260  HISTORY     - 1941     MONUMENTED       IOWAGS
 MJ0260  HISTORY     - 1949     GOOD             NGS
 MJ0260
 MJ0260                          STATION DESCRIPTION
 MJ0260
 MJ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0260'1.3 MI S FROM HARLAN.
 MJ0260'1.3 MILES SOUTH ALONG U.S. HIGHWAY NO. 59 FROM THE JUNCTION OF
 MJ0260'U.S. HIGHWAY NO. 59 WITH STATE HIGHWAY NO. 39 AT HARLAN, ON
 MJ0260'THE TOP OF A CUT BANK, 13.0 FEET SOUTH OF A POINT IN LINE WITH
 MJ0260'THE SOUTH SIDE OF A FARMHOUSE ON THE WEST SIDE OF THE HIGHWAY,
 MJ0260'53.3 FEET SOUTHEAST OF PAVEMENT STATION NO. 462, 84.7 FEET NORTHEAST
 MJ0260'OF POWER LINE POLE NO. 2, 42.0 FEET EAST OF THE CENTER LINE OF
 MJ0260'THE HIGHWAY, 12.0 FEET WEST OF A FENCE, 1.3 FEET SOUTH OF A
 MJ0260'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH
 MJ0260'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0957 ***********************************************************************
 MJ0957  DESIGNATION -  83 68
 MJ0957  PID         -  MJ0957
 MJ0957  STATE/COUNTY-  IA/SHELBY
 MJ0957  USGS QUAD   -  PERSIA (1978)
 MJ0957
 MJ0957                         *CURRENT SURVEY CONTROL
 MJ0957  ___________________________________________________________________
 MJ0957* NAD 83(1986)-  41 36 46.     (N)    095 32 50.     (W)     SCALED    
 MJ0957* NAVD 88     -       357.211  (meters)    1171.95   (feet)  ADJUSTED  
 MJ0957  ___________________________________________________________________
 MJ0957  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 MJ0957  DYNAMIC HT  -         357.041 (meters)    1171.39  (feet)  COMP
 MJ0957  MODELED GRAV-     980,137.4   (mgal)                       NAVD 88
 MJ0957
 MJ0957  VERT ORDER  -  SECOND    CLASS 0
 MJ0957
 MJ0957.The horizontal coordinates were scaled from a topographic map and have
 MJ0957.an estimated accuracy of +/- 6 seconds.
 MJ0957
 MJ0957.The orthometric height was determined by differential leveling
 MJ0957.and adjusted by the National Geodetic Survey in June 1991..
 MJ0957
 MJ0957.The geoid height was determined by GEOID03.
 MJ0957
 MJ0957.The dynamic height is computed by dividing the NAVD 88
 MJ0957.geopotential number by the normal gravity value computed on the
 MJ0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0957.degrees latitude (g = 980.6199 gals.).
 MJ0957
 MJ0957.The modeled gravity was interpolated from observed gravity values.
 MJ0957
 MJ0957;                    North         East    Units  Estimated Accuracy
 MJ0957;SPC IA S     -   181,110.      329,380.      MT  (+/- 180 meters Scaled)
 MJ0957
 MJ0957                          SUPERSEDED SURVEY CONTROL
 MJ0957
 MJ0957  NGVD 29 (??/??/92)  357.088  (m)         1171.55   (f) ADJ UNCH    2 0
 MJ0957
 MJ0957.Superseded values are not recommended for survey control.
 MJ0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0957.See file dsdata.txt to determine how the superseded data were derived.
 MJ0957
 MJ0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG877099(NAD 83)
 MJ0957_MARKER: DD = SURVEY DISK
 MJ0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0957_STAMPING: 83 68
 MJ0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0957+STABILITY: SURFACE MOTION
 MJ0957
 MJ0957  HISTORY     - Date     Condition        Report By
 MJ0957  HISTORY     - UNK      MONUMENTED       IOWAGS
 MJ0957  HISTORY     - 1949     GOOD             NGS
 MJ0957  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0957
 MJ0957                          STATION DESCRIPTION
 MJ0957
 MJ0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0957'2 MI SW FROM PORTSMOUTH.
 MJ0957'2.0 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0957'PACIFIC RAILROAD FROM THE STATION AT PORTSMOUTH, SHELBY COUNTY,
 MJ0957'11-1/2 POLES SOUTHWEST OF MILEPOST 450, 525 FEET NORTHEAST OF
 MJ0957'THE CENTERLINE OF A T-ROAD LEADING EAST, 9 RAILS NORTHEAST OF
 MJ0957'BRIDGE Z 1488, 50 FET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 MJ0957'42 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 191, 2 FEET
 MJ0957'NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 5-1/2 FEET LOWER THAN
 MJ0957'THE TOP OF THE RAIL.  A STATE SURVEY STANDARD DISK, STAMPED
 MJ0957'83 68 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 MJ0957'GROUND.
 MJ0957
 MJ0957                          STATION RECOVERY (1975)
 MJ0957
 MJ0957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0308 ***********************************************************************
 MJ0308  DESIGNATION -  83 81
 MJ0308  PID         -  MJ0308
 MJ0308  STATE/COUNTY-  IA/SHELBY
 MJ0308  USGS QUAD   -  DEFIANCE (1971)
 MJ0308
 MJ0308                         *CURRENT SURVEY CONTROL
 MJ0308  ___________________________________________________________________
 MJ0308* NAD 83(1986)-  41 49 38.     (N)    095 20 40.     (W)     SCALED    
 MJ0308* NAVD 88     -       399.371  (meters)    1310.27   (feet)  ADJUSTED  
 MJ0308  ___________________________________________________________________
 MJ0308  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 MJ0308  DYNAMIC HT  -         399.181 (meters)    1309.65  (feet)  COMP
 MJ0308  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 MJ0308
 MJ0308  VERT ORDER  -  SECOND    CLASS 0
 MJ0308
 MJ0308.The horizontal coordinates were scaled from a topographic map and have
 MJ0308.an estimated accuracy of +/- 6 seconds.
 MJ0308
 MJ0308.The orthometric height was determined by differential leveling
 MJ0308.and adjusted by the National Geodetic Survey in June 1991..
 MJ0308
 MJ0308.The geoid height was determined by GEOID03.
 MJ0308
 MJ0308.The dynamic height is computed by dividing the NAVD 88
 MJ0308.geopotential number by the normal gravity value computed on the
 MJ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0308.degrees latitude (g = 980.6199 gals.).
 MJ0308
 MJ0308.The modeled gravity was interpolated from observed gravity values.
 MJ0308
 MJ0308;                    North         East    Units  Estimated Accuracy
 MJ0308;SPC IA S     -   204,540.      346,780.      MT  (+/- 180 meters Scaled)
 MJ0308
 MJ0308                          SUPERSEDED SURVEY CONTROL
 MJ0308
 MJ0308  NGVD 29 (??/??/92)  399.234  (m)         1309.82   (f) ADJ UNCH    2 0
 MJ0308
 MJ0308.Superseded values are not recommended for survey control.
 MJ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0308.See file dsdata.txt to determine how the superseded data were derived.
 MJ0308
 MJ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG053332(NAD 83)
 MJ0308_MARKER: DD = SURVEY DISK
 MJ0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0308_STAMPING: 1309.715 83 81
 MJ0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0308+STABILITY: SURFACE MOTION
 MJ0308
 MJ0308  HISTORY     - Date     Condition        Report By
 MJ0308  HISTORY     - UNK      MONUMENTED       IOWAGS
 MJ0308  HISTORY     - 1949     GOOD             NGS
 MJ0308
 MJ0308                          STATION DESCRIPTION
 MJ0308
 MJ0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0308'AT DEFIANCE.
 MJ0308'AT DEFIANCE, SHELBY COUNTY, AT THE CATHOLIC SCHOOL, 37.6 FEET
 MJ0308'NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 17 FEET WEST
 MJ0308'OF THE WEST EDGE OF A HIGHWAY PAVEMENT (U.S. HIGHWAY 59), IN THE
 MJ0308'SCHOOL GROUNDS, 2.3 FEET EAST OF THE EAST EDGE OF THE SIDEWALK,
 MJ0308'AND 2 INCHES UNDER GROUND.  A STATE SURVEY STANDARD DISK,
 MJ0308'STAMPED 1309.715 83 81 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0286 ***********************************************************************
 MJ0286  DESIGNATION -  83 98
 MJ0286  PID         -  MJ0286
 MJ0286  STATE/COUNTY-  IA/SHELBY
 MJ0286  USGS QUAD   -  IRWIN (1978)
 MJ0286
 MJ0286                         *CURRENT SURVEY CONTROL
 MJ0286  ___________________________________________________________________
 MJ0286* NAD 83(1986)-  41 46 18.     (N)    095 12 32.     (W)     SCALED    
 MJ0286* NAVD 88     -       425.703  (meters)    1396.66   (feet)  ADJUSTED  
 MJ0286  ___________________________________________________________________
 MJ0286  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 MJ0286  DYNAMIC HT  -         425.505 (meters)    1396.01  (feet)  COMP
 MJ0286  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 MJ0286
 MJ0286  VERT ORDER  -  SECOND    CLASS 0
 MJ0286
 MJ0286.The horizontal coordinates were scaled from a topographic map and have
 MJ0286.an estimated accuracy of +/- 6 seconds.
 MJ0286
 MJ0286.The orthometric height was determined by differential leveling
 MJ0286.and adjusted by the National Geodetic Survey in June 1991..
 MJ0286
 MJ0286.The geoid height was determined by GEOID03.
 MJ0286
 MJ0286.The dynamic height is computed by dividing the NAVD 88
 MJ0286.geopotential number by the normal gravity value computed on the
 MJ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0286.degrees latitude (g = 980.6199 gals.).
 MJ0286
 MJ0286.The modeled gravity was interpolated from observed gravity values.
 MJ0286
 MJ0286;                    North         East    Units  Estimated Accuracy
 MJ0286;SPC IA S     -   198,140.      357,920.      MT  (+/- 180 meters Scaled)
 MJ0286
 MJ0286                          SUPERSEDED SURVEY CONTROL
 MJ0286
 MJ0286  NGVD 29 (??/??/92)  425.571  (m)         1396.23   (f) ADJ UNCH    2 0
 MJ0286
 MJ0286.Superseded values are not recommended for survey control.
 MJ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0286.See file dsdata.txt to determine how the superseded data were derived.
 MJ0286
 MJ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG164267(NAD 83)
 MJ0286_MARKER: DB = BENCH MARK DISK
 MJ0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0286_STAMPING: 83 98
 MJ0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0286+STABILITY: SURFACE MOTION
 MJ0286
 MJ0286  HISTORY     - Date     Condition        Report By
 MJ0286  HISTORY     - UNK      MONUMENTED       CGS
 MJ0286  HISTORY     - 1949     GOOD             NGS
 MJ0286  HISTORY     - 1969     POOR             NGS
 MJ0286
 MJ0286                          STATION DESCRIPTION
 MJ0286
 MJ0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0286'1.5 MI S FROM IRWIN.
 MJ0286'1.5 MILES SOUTH ALONG COUNTY ROAD M FROM THE JUNCTION OF COUNTY
 MJ0286'ROAD M AND STATE HIGHWAY 268 AT IRWIN, AT THE TOP OF A HILL, ON
 MJ0286'TOP OF A BANK ON THE EAST SIDE OF A CUT, 0.1 MILE SOUTH OF A
 MJ0286'PRIVATE DRIVEWAY LEADING WEST TO A FARMHOUSE, 30 FEET EAST OF THE
 MJ0286'CENTER LINE OF THE ROAD, 34.5 FEET SOUTH OF A FENCE CORNER, 2.3
 MJ0286'FEET WEST OF A FENCE, 1.6 FEET NORTH OF A WITNESS POST, SET IN
 MJ0286'THE TOP OF A CONCRETE POST WHICH IS 0.2 FOOT BELOW THE GROUND.
 MJ0286'NOTE-- THERE IS A 2 BY 3 INCH METAL TAG ON THE FENCE DUE EAST OF
 MJ0286'THE MARK.
 MJ0286
 MJ0286                          STATION RECOVERY (1969)
 MJ0286
 MJ0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MJ0286'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0282 ***********************************************************************
 MJ0282  DESIGNATION -  83 99 RESET
 MJ0282  PID         -  MJ0282
 MJ0282  STATE/COUNTY-  IA/SHELBY
 MJ0282  USGS QUAD   -  JACKSONVILLE (1978)
 MJ0282
 MJ0282                         *CURRENT SURVEY CONTROL
 MJ0282  ___________________________________________________________________
 MJ0282* NAD 83(1996)-  41 44 41.21571(N)    095 12 33.02248(W)     ADJUSTED  
 MJ0282* NAVD 88     -       436.196  (meters)    1431.09   (feet)  ADJUSTED  
 MJ0282  ___________________________________________________________________
 MJ0282  LAPLACE CORR-           7.12  (seconds)                    DEFLEC99
 MJ0282  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 MJ0282  DYNAMIC HT  -         435.994 (meters)    1430.42  (feet)  COMP
 MJ0282  MODELED GRAV-     980,147.8   (mgal)                       NAVD 88
 MJ0282
 MJ0282  HORZ ORDER  -  SECOND
 MJ0282  VERT ORDER  -  SECOND    CLASS 0
 MJ0282
 MJ0282.The horizontal coordinates were established by classical geodetic methods
 MJ0282.and adjusted by the National Geodetic Survey in May 1999..
 MJ0282
 MJ0282.The orthometric height was determined by differential leveling
 MJ0282.and adjusted by the National Geodetic Survey in June 1991..
 MJ0282
 MJ0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0282
 MJ0282.The geoid height was determined by GEOID03.
 MJ0282
 MJ0282.The dynamic height is computed by dividing the NAVD 88
 MJ0282.geopotential number by the normal gravity value computed on the
 MJ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0282.degrees latitude (g = 980.6199 gals.).
 MJ0282
 MJ0282.The modeled gravity was interpolated from observed gravity values.
 MJ0282
 MJ0282;                    North         East     Units Scale Factor Converg.
 MJ0282;SPC IA S     -   195,157.917   357,839.384   MT  0.99999338   -1 07 33.0
 MJ0282;UTM  15      - 4,623,798.815   316,307.055   MT  1.00001525   -1 28 16.7
 MJ0282
 MJ0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0282!SPC IA S     -   0.99993615  x   0.99999338  =   0.99992953
 MJ0282!UTM  15      -   0.99993615  x   1.00001525  =   0.99995140
 MJ0282
 MJ0282                          SUPERSEDED SURVEY CONTROL
 MJ0282
 MJ0282  NAD 83(1996)-  41 44 41.21607(N)    095 12 33.02590(W) AD(       ) 2
 MJ0282  NAD 83(1986)-  41 44 41.21628(N)    095 12 33.02665(W) AD(       ) 2
 MJ0282  NAD 27      -  41 44 41.26339(N)    095 12 32.04296(W) AD(       ) 2
 MJ0282  NGVD 29 (??/??/92)  436.066  (m)         1430.66   (f) ADJ UNCH    2 0
 MJ0282
 MJ0282.Superseded values are not recommended for survey control.
 MJ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0282.See file dsdata.txt to determine how the superseded data were derived.
 MJ0282
 MJ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1630723799(NAD 83)
 MJ0282_MARKER: DB = BENCH MARK DISK
 MJ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0282_STAMPING: 83 99 RESET 1941
 MJ0282_MARK LOGO: CGS+SS
 MJ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0282+STABILITY: SURFACE MOTION
 MJ0282
 MJ0282  HISTORY     - Date     Condition        Report By
 MJ0282  HISTORY     - 1941     MONUMENTED       IOWAGS
 MJ0282  HISTORY     - 1949     GOOD             CGS
 MJ0282  HISTORY     - 1968     GOOD             CGS
 MJ0282  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MJ0282  HISTORY     - 1970     GOOD             NGS
 MJ0282
 MJ0282                          STATION DESCRIPTION
 MJ0282
 MJ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0282'3.4 MI S FROM IRWIN.
 MJ0282'3.35 MILES SOUTH ALONG COUNTY ROAD M FROM THE JUNCTION OF COUNTY
 MJ0282'ROAD M WITH STATE HIGHWAY NO. 268 AT IRWIN, ON THE TOP OF A CUT
 MJ0282'BANK, AT THE SUMMIT OF A HILL, 50.0 FEET NORTHEAST OF THE CENTER
 MJ0282'LINES OF THE MAIN ROAD AND A PRIVATE ROAD LEADING WEST TO THE
 MJ0282'MARVIN BARRATT FARMHOUSE, 30.0 FEET EAST OF THE CENTER LINE OF
 MJ0282'THE MAIN ROAD (SLOPING MEASURMENT), 79.7 FEET SOUTHEAST OF A
 MJ0282'POWER LINE TRANSFORMER POLE IN THE FARMHOUSE YARD, 0.5 FOOT WEST
 MJ0282'OF A FENCE, 1.4 FEET NORTH OF A REFERENCE POST, SET IN THE TOP
 MJ0282'OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 MJ0282
 MJ0282                          STATION RECOVERY (1968)
 MJ0282
 MJ0282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MJ0282'THE MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 MJ0282'BENCH MARK DISK STAMPED 83 99 RESET 1941, SET IN THE TOP OF A
 MJ0282'6 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MJ0282'SURFACE.  IT IS 33 FEET EAST OF THE CENTER OF THE ROAD AND 15
 MJ0282'FEET HIGHER THAN THE ROAD, 2 FEET NORTH OF THE METAL WITNESS
 MJ0282'POST WITH SIGN ATTACHED AND 1 FOOT WEST OF A FENCE.
 MJ0282'
 MJ0282'THE TRAVERSE DISTANCE NOTED ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 MJ0282
 MJ0282                          STATION RECOVERY (1969)
 MJ0282
 MJ0282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 MJ0282'JUNE 1969 REPORT--TO BE RESET.
 MJ0282'NOTE--DISPOSITION OF ORIGINAL MARK, 83 99 RESET (1941), WAS NOT
 MJ0282'REPORTED BY SHELBY COUNTY ENGINEER WHEN 83 99 RESET (1969) WAS SET.
 MJ0282
 MJ0282                          STATION RECOVERY (1970)
 MJ0282
 MJ0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MJ0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0283 ***********************************************************************
 MJ0283  CBN         -  This is a Cooperative Base Network Control Station.
 MJ0283  DESIGNATION -  83 99 RESET 2
 MJ0283  PID         -  MJ0283
 MJ0283  STATE/COUNTY-  IA/SHELBY
 MJ0283  USGS QUAD   -  JACKSONVILLE (1978)
 MJ0283
 MJ0283                         *CURRENT SURVEY CONTROL
 MJ0283  ___________________________________________________________________
 MJ0283* NAD 83(1996)-  41 44 41.20875(N)    095 12 32.67196(W)     ADJUSTED  
 MJ0283* NAVD 88     -       431.25   (meters)    1414.9    (feet)  RESET     
 MJ0283  ___________________________________________________________________
 MJ0283  X           -    -432,726.683 (meters)                     COMP
 MJ0283  Y           -  -4,746,535.866 (meters)                     COMP
 MJ0283  Z           -   4,224,763.156 (meters)                     COMP
 MJ0283  LAPLACE CORR-           7.12  (seconds)                    DEFLEC99
 MJ0283  ELLIP HEIGHT-         402.17  (meters)          (06/15/04) GPS OBS
 MJ0283  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 MJ0283
 MJ0283  HORZ ORDER  -  B
 MJ0283  VERT ORDER  -  THIRD
 MJ0283  ELLP ORDER  -  FOURTH    CLASS I
 MJ0283
 MJ0283.The horizontal coordinates were established by GPS observations
 MJ0283.and adjusted by the National Geodetic Survey in August 1997..
 MJ0283
 MJ0283.The orthometric height was computed from unverified reset data.
 MJ0283.No vertical observational check was made to the station.
 MJ0283
 MJ0283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ0283
 MJ0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0283
 MJ0283.The ellipsoidal height was determined by GPS observations
 MJ0283.and is referenced to NAD 83.
 MJ0283
 MJ0283.The geoid height was determined by GEOID03.
 MJ0283
 MJ0283;                    North         East     Units Scale Factor Converg.
 MJ0283;SPC IA S     -   195,157.544   357,847.478   MT  0.99999338   -1 07 32.8
 MJ0283;UTM  15      - 4,623,798.393   316,315.146   MT  1.00001521   -1 28 16.5
 MJ0283
 MJ0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0283!SPC IA S     -   0.99993693  x   0.99999338  =   0.99993031
 MJ0283!UTM  15      -   0.99993693  x   1.00001521  =   0.99995213
 MJ0283
 MJ0283                          SUPERSEDED SURVEY CONTROL
 MJ0283
 MJ0283  ELLIP H (08/25/97)  402.20   (m)                       GP(       ) 4 1
 MJ0283  NAVD 88 (08/25/97)  431.15   (m)         1414.5    (f) LEVELING    3  
 MJ0283  NGVD 29 (??/??/??)  431.12   (m)         1414.4    (f) RESET       3  
 MJ0283
 MJ0283.Superseded values are not recommended for survey control.
 MJ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0283.See file dsdata.txt to determine how the superseded data were derived.
 MJ0283
 MJ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1631523798(NAD 83)
 MJ0283_MARKER: DB = BENCH MARK DISK
 MJ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0283_STAMPING: 83 99 RESET 1969
 MJ0283_MARK LOGO: CGS+SS
 MJ0283_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0283+STABILITY: SURFACE MOTION
 MJ0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0283+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 MJ0283
 MJ0283  HISTORY     - Date     Condition        Report By
 MJ0283  HISTORY     - 1969     MONUMENTED       IA-165
 MJ0283  HISTORY     - 19950622 GOOD             IADT
 MJ0283  HISTORY     - 20040327 GOOD             JCLS
 MJ0283
 MJ0283                          STATION DESCRIPTION
 MJ0283
 MJ0283'DESCRIBED BY SHELBY COUNTY IOWA 1969
 MJ0283'3.4 MI S FROM IRWIN.
 MJ0283'ABOUT 3.35 MILES SOUTH ALONG COUNTY ROAD M-47 FROM JCT. STATE HWY
 MJ0283'268 AT IRWIN, 74.0 FEET NORTHEAST OF CENTERLINES OF MAIN ROAD AND
 MJ0283'A DRIVEWAY LEADING WEST TO THE MARVIN BARRATT FARM HOUSE, 58 FEET
 MJ0283'EAST OF CENTERLINE OF MAIN ROAD, 86 FEET NORTH OF POWER POLE ON
 MJ0283'THE EAST SIDE OF ROAD, 182 FEET SOUTH OF POWER POLE ON EAST SIDE
 MJ0283'OF ROAD, 2 FEET WEST OF FENCE ON EAST SIDE.
 MJ0283
 MJ0283                          STATION RECOVERY (1995)
 MJ0283
 MJ0283'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1995 (YAO)
 MJ0283'FROM THE INTERSECTION OF COUNTY ROAD F24 (EAST/WEST) AND COUNTY ROAD
 MJ0283'M47 (NORTH/SOUTH) IN THE TOWN OF IRWIN, GO SOUTH ON COUNTY ROAD M47
 MJ0283'FOR 3.4 MI (5.5 KM) TO THE STATION ON THE LEFT (EAST SIDE OF THE
 MJ0283'ROAD).  LOCATION IS 0.1 MI (0.2 KM) SOUTH AND EAST OF THE INTERSECTION
 MJ0283'OF COUNTY ROAD M47 AND 1700TH STREET, AND FROM THE NW CORNER OF
 MJ0283'SECTION 18, T 80 N, R 37 W.  THE STATION IS 33FT EAST OF THE
 MJ0283'CENTERLINE OF THE MAIN ROAD, 15FT ABOVE ROAD LEVEL, AND 1FT WEST OF A
 MJ0283'FENCE.  A PINK STATE HARN SURVEY SIGN WAS SET 0.2 M (0.7 FT) SOUTHEAST
 MJ0283'OF THE MONUMENT.
 MJ0283
 MJ0283                          STATION RECOVERY (2004)
 MJ0283
 MJ0283'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 MJ0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0429 ***********************************************************************
 MH0429  DESIGNATION -  835
 MH0429  PID         -  MH0429
 MH0429  STATE/COUNTY-  IA/DALLAS
 MH0429  USGS QUAD   -  COMMERCE (1976)
 MH0429
 MH0429                         *CURRENT SURVEY CONTROL
 MH0429  ___________________________________________________________________
 MH0429* NAD 83(1986)-  41 32 14.     (N)    093 48 25.     (W)     SCALED    
 MH0429* NAVD 88     -       254.540  (meters)     835.10   (feet)  ADJUSTED  
 MH0429  ___________________________________________________________________
 MH0429  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 MH0429  DYNAMIC HT  -         254.430 (meters)     834.74  (feet)  COMP
 MH0429  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 MH0429
 MH0429  VERT ORDER  -  FIRST     CLASS II
 MH0429
 MH0429.The horizontal coordinates were scaled from a topographic map and have
 MH0429.an estimated accuracy of +/- 6 seconds.
 MH0429
 MH0429.The orthometric height was determined by differential leveling
 MH0429.and adjusted by the National Geodetic Survey in June 1991..
 MH0429
 MH0429.The geoid height was determined by GEOID03.
 MH0429
 MH0429.The dynamic height is computed by dividing the NAVD 88
 MH0429.geopotential number by the normal gravity value computed on the
 MH0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0429.degrees latitude (g = 980.6199 gals.).
 MH0429
 MH0429.The modeled gravity was interpolated from observed gravity values.
 MH0429
 MH0429;                    North         East    Units  Estimated Accuracy
 MH0429;SPC IA S     -   170,750.      474,390.      MT  (+/- 180 meters Scaled)
 MH0429
 MH0429                          SUPERSEDED SURVEY CONTROL
 MH0429
 MH0429  NGVD 29 (??/??/92)  254.488  (m)          834.93   (f) ADJ UNCH    1 2
 MH0429
 MH0429.Superseded values are not recommended for survey control.
 MH0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0429.See file dsdata.txt to determine how the superseded data were derived.
 MH0429
 MH0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF326987(NAD 83)
 MH0429_MARKER: DD = SURVEY DISK
 MH0429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0429_SP_SET: CULVERT
 MH0429_STAMPING: ELEV 834.903 FT
 MH0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0429
 MH0429  HISTORY     - Date     Condition        Report By
 MH0429  HISTORY     - UNK      MONUMENTED       USGS
 MH0429  HISTORY     - 1950     GOOD             NGS
 MH0429
 MH0429                          STATION DESCRIPTION
 MH0429
 MH0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0429'2.4 MI W FROM COMMERCE.
 MH0429'IN DALLAS COUNTY, 2.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND
 MH0429'AND PACIFIC RAILROAD FROM THE STATION SIGN AT COMMERCE, POLK
 MH0429'COUNTY, NEAR POLE 368+27, AT A CONCRETE CULVERT, AND IN THE TOP
 MH0429'OF THE WEST END OF THE NORTH HEADWALL.  A UNITED STATES GEOLOGICAL
 MH0429'SURVEY STANDARD DISK, STAMPED ELEV 834.903 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0432 ***********************************************************************
 MH0432  DESIGNATION -  836
 MH0432  PID         -  MH0432
 MH0432  STATE/COUNTY-  IA/POLK
 MH0432  USGS QUAD   -  COMMERCE (1976)
 MH0432
 MH0432                         *CURRENT SURVEY CONTROL
 MH0432  ___________________________________________________________________
 MH0432* NAD 83(1986)-  41 32 15.     (N)    093 45 59.     (W)     SCALED    
 MH0432* NAVD 88     -       254.908  (meters)     836.31   (feet)  ADJUSTED  
 MH0432  ___________________________________________________________________
 MH0432  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 MH0432  DYNAMIC HT  -         254.798 (meters)     835.95  (feet)  COMP
 MH0432  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 MH0432
 MH0432  VERT ORDER  -  FIRST     CLASS II
 MH0432
 MH0432.The horizontal coordinates were scaled from a topographic map and have
 MH0432.an estimated accuracy of +/- 6 seconds.
 MH0432
 MH0432.The orthometric height was determined by differential leveling
 MH0432.and adjusted by the National Geodetic Survey in June 1991..
 MH0432
 MH0432.The geoid height was determined by GEOID03.
 MH0432
 MH0432.The dynamic height is computed by dividing the NAVD 88
 MH0432.geopotential number by the normal gravity value computed on the
 MH0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0432.degrees latitude (g = 980.6199 gals.).
 MH0432
 MH0432.The modeled gravity was interpolated from observed gravity values.
 MH0432
 MH0432;                    North         East    Units  Estimated Accuracy
 MH0432;SPC IA S     -   170,770.      477,770.      MT  (+/- 180 meters Scaled)
 MH0432
 MH0432                          SUPERSEDED SURVEY CONTROL
 MH0432
 MH0432  NGVD 29 (??/??/92)  254.856  (m)          836.14   (f) ADJ UNCH    1 2
 MH0432
 MH0432.Superseded values are not recommended for survey control.
 MH0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0432.See file dsdata.txt to determine how the superseded data were derived.
 MH0432
 MH0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF360987(NAD 83)
 MH0432_MARKER: P = PIPE CAP
 MH0432_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MH0432_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MH0432_STAMPING: 836.140
 MH0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0432
 MH0432  HISTORY     - Date     Condition        Report By
 MH0432  HISTORY     - UNK      MONUMENTED       USGS
 MH0432  HISTORY     - 1950     GOOD             NGS
 MH0432  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0432
 MH0432                          STATION DESCRIPTION
 MH0432
 MH0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0432'AT COMMERCE.
 MH0432'AT COMMERCE, POLK COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 MH0432'PACIFIC RAILROAD, 59 FEET SOUTHEAST OF THE SOUTH END OF THE
 MH0432'FIRST STONE CULVERT WEST OF THE STATION, 200 FEET EAST OF SIGNAL
 MH0432'TOWER 366.7, AT A FARM-ROAD CROSSING, 46 FEET SOUTH OF THE
 MH0432'CENTERLINE OF THE MAIN TRACK, AND 3 FEET WEST OF THE WEST POST
 MH0432'OF A GATE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 MH0432'STAMPED 836.140 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 MH0432
 MH0432                          STATION RECOVERY (1995)
 MH0432
 MH0432'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0427 ***********************************************************************
 MH0427  DESIGNATION -  845
 MH0427  PID         -  MH0427
 MH0427  STATE/COUNTY-  IA/DALLAS
 MH0427  USGS QUAD   -  COMMERCE (1976)
 MH0427
 MH0427                         *CURRENT SURVEY CONTROL
 MH0427  ___________________________________________________________________
 MH0427* NAD 83(1986)-  41 31 47.     (N)    093 50 56.     (W)     SCALED    
 MH0427* NAVD 88     -       257.688  (meters)     845.43   (feet)  ADJUSTED  
 MH0427  ___________________________________________________________________
 MH0427  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 MH0427  DYNAMIC HT  -         257.578 (meters)     845.07  (feet)  COMP
 MH0427  MODELED GRAV-     980,186.7   (mgal)                       NAVD 88
 MH0427
 MH0427  VERT ORDER  -  FIRST     CLASS II
 MH0427
 MH0427.The horizontal coordinates were scaled from a topographic map and have
 MH0427.an estimated accuracy of +/- 6 seconds.
 MH0427
 MH0427.The orthometric height was determined by differential leveling
 MH0427.and adjusted by the National Geodetic Survey in June 1991..
 MH0427
 MH0427.The geoid height was determined by GEOID03.
 MH0427
 MH0427.The dynamic height is computed by dividing the NAVD 88
 MH0427.geopotential number by the normal gravity value computed on the
 MH0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0427.degrees latitude (g = 980.6199 gals.).
 MH0427
 MH0427.The modeled gravity was interpolated from observed gravity values.
 MH0427
 MH0427;                    North         East    Units  Estimated Accuracy
 MH0427;SPC IA S     -   169,930.      470,880.      MT  (+/- 180 meters Scaled)
 MH0427
 MH0427                          SUPERSEDED SURVEY CONTROL
 MH0427
 MH0427  NGVD 29 (??/??/92)  257.636  (m)          845.26   (f) ADJ UNCH    1 2
 MH0427
 MH0427.Superseded values are not recommended for survey control.
 MH0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0427.See file dsdata.txt to determine how the superseded data were derived.
 MH0427
 MH0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF291979(NAD 83)
 MH0427_MARKER: DD = SURVEY DISK
 MH0427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0427_SP_SET: BRIDGE
 MH0427_STAMPING: ELEV 845.208 FT
 MH0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0427+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 MH0427
 MH0427  HISTORY     - Date     Condition        Report By
 MH0427  HISTORY     - UNK      MONUMENTED       USGS
 MH0427  HISTORY     - 1950     GOOD             NGS
 MH0427  HISTORY     - 20060919 GOOD             INDIV
 MH0427
 MH0427                          STATION DESCRIPTION
 MH0427
 MH0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0427'1.9 MI E FROM BOONEVILLE.
 MH0427'1.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0427'RAILROAD FROM THE STATION AT BOONEVILLE, DALLAS COUNTY, AT BRIDGE
 MH0427'370.9, AND IN THE SOUTH END OF THE WEST ABUTMENT.  A UNITED
 MH0427'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED ELEV 845.208 FT.
 MH0427
 MH0427                          STATION RECOVERY (2006)
 MH0427
 MH0427'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BLY)
 MH0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0521 ***********************************************************************
 NJ0521  DESIGNATION -  849
 NJ0521  PID         -  NJ0521
 NJ0521  STATE/COUNTY-  IA/JONES
 NJ0521  USGS QUAD   -  HOPKINTON EAST (1966)
 NJ0521
 NJ0521                         *CURRENT SURVEY CONTROL
 NJ0521  ___________________________________________________________________
 NJ0521* NAD 83(1986)-  42 16 52.     (N)    091 12 14.     (W)     SCALED    
 NJ0521* NAVD 88     -       255.896  (meters)     839.55   (feet)  ADJUSTED  
 NJ0521  ___________________________________________________________________
 NJ0521  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 NJ0521  DYNAMIC HT  -         255.809 (meters)     839.27  (feet)  COMP
 NJ0521  MODELED GRAV-     980,273.9   (mgal)                       NAVD 88
 NJ0521
 NJ0521  VERT ORDER  -  SECOND    CLASS 0
 NJ0521
 NJ0521.The horizontal coordinates were scaled from a topographic map and have
 NJ0521.an estimated accuracy of +/- 6 seconds.
 NJ0521
 NJ0521.The orthometric height was determined by differential leveling
 NJ0521.and adjusted by the National Geodetic Survey in June 1991..
 NJ0521
 NJ0521.The geoid height was determined by GEOID03.
 NJ0521
 NJ0521.The dynamic height is computed by dividing the NAVD 88
 NJ0521.geopotential number by the normal gravity value computed on the
 NJ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0521.degrees latitude (g = 980.6199 gals.).
 NJ0521
 NJ0521.The modeled gravity was interpolated from observed gravity values.
 NJ0521
 NJ0521;                    North         East    Units  Estimated Accuracy
 NJ0521;SPC IA N     - 1,089,340.    1,689,370.      MT  (+/- 180 meters Scaled)
 NJ0521
 NJ0521                          SUPERSEDED SURVEY CONTROL
 NJ0521
 NJ0521  NGVD 29 (??/??/92)  255.924  (m)          839.64   (f) ADJ UNCH    2 0
 NJ0521
 NJ0521.Superseded values are not recommended for survey control.
 NJ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0521.See file dsdata.txt to determine how the superseded data were derived.
 NJ0521
 NJ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG480825(NAD 83)
 NJ0521_MARKER: P = PIPE CAP
 NJ0521_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0521_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0521_STAMPING: 849
 NJ0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0521+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 NJ0521
 NJ0521  HISTORY     - Date     Condition        Report By
 NJ0521  HISTORY     - UNK      MONUMENTED       USGS
 NJ0521  HISTORY     - 1934     GOOD             NGS
 NJ0521  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0521  HISTORY     - 20050410 GOOD             GEOCAC
 NJ0521
 NJ0521                          STATION DESCRIPTION
 NJ0521
 NJ0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0521'3 MI NW FROM MONTICELLO.
 NJ0521'3.0 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0521'PACIFIC RAILROAD FROM THE STATION AT MONTICELLO, JONES COUNTY, 3
 NJ0521'POLES NORTH OF MILEPOST 28, 145 YARDS NORTH OF THE CENTER OF
 NJ0521'JUNCTION OF A BRANCH LINE, 30 FEET EAST OF THE CENTERLINE OF THE
 NJ0521'MAIN TRACK, AND 30 FEET WEST OF THE CENTERLINE OF THE BRANCH
 NJ0521'TRACK.  A UNITED STATES GEOLOGICAL SURVEY CAP, STAMPED 849
 NJ0521'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 NJ0521'ABOUT 2-1/2 FEET ABOVE GROUND.
 NJ0521
 NJ0521                          STATION RECOVERY (1998)
 NJ0521
 NJ0521'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0521'MARK NOT FOUND.
 NJ0521
 NJ0521                          STATION RECOVERY (2005)
 NJ0521
 NJ0521'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0521'THE RAILROAD IS DISMANTLED.  MARK IS LOCATED OTHERWISE AS DESCRIBED.
 NJ0521' 
 NJ0521' 
 NJ0521'TO REACH THE MARK GO SOUTH FROM THE JONES-DELAWARE COUNTY LINE 1.25
 NJ0521'MILES ON HIGHWAY 38.  GO WEST 1/4 MILE ON JONES COUNTY ROCK ROAD TO A
 NJ0521'FIELD ENTRANCE.  GO ABOUT 3/10 MILE NORTH ALONG ABANDONED RAILROAD
 NJ0521'GRADE.  MARK IS LOCATED NEXT TO A WITNESS POST ABOUT 90 FEET SOUTH OF
 NJ0521'THE SECTION LINE FENCE AND AN ELECTRIC LINE.
 NJ0521' 
 NJ0521'HANDHELD COORDINATES WITH 14 FOOT INDICATED ACCURACY -- 42 16 52.1 (N)
 NJ0521'091 12 14.8 (W)
 NJ0521' 
 NJ0521'GPS RECEPTION OBSCURED BY SMALL TREES SURROUNDING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0315 ***********************************************************************
 NK0315  DESIGNATION -  85 10
 NK0315  PID         -  NK0315
 NK0315  STATE/COUNTY-  IA/STORY
 NK0315  USGS QUAD   -  COLO (1975)
 NK0315
 NK0315                         *CURRENT SURVEY CONTROL
 NK0315  ___________________________________________________________________
 NK0315* NAD 83(1986)-  42 06 52.     (N)    093 18 36.     (W)     SCALED    
 NK0315* NAVD 88     -       338.242  (meters)    1109.72   (feet)  ADJUSTED  
 NK0315  ___________________________________________________________________
 NK0315  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 NK0315  DYNAMIC HT  -         338.115 (meters)    1109.30  (feet)  COMP
 NK0315  MODELED GRAV-     980,237.5   (mgal)                       NAVD 88
 NK0315
 NK0315  VERT ORDER  -  FIRST     CLASS II
 NK0315
 NK0315.The horizontal coordinates were scaled from a topographic map and have
 NK0315.an estimated accuracy of +/- 6 seconds.
 NK0315
 NK0315.The orthometric height was determined by differential leveling
 NK0315.and adjusted by the National Geodetic Survey in June 1991..
 NK0315
 NK0315.The geoid height was determined by GEOID03.
 NK0315
 NK0315.The dynamic height is computed by dividing the NAVD 88
 NK0315.geopotential number by the normal gravity value computed on the
 NK0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0315.degrees latitude (g = 980.6199 gals.).
 NK0315
 NK0315.The modeled gravity was interpolated from observed gravity values.
 NK0315
 NK0315;                    North         East    Units  Estimated Accuracy
 NK0315;SPC IA N     - 1,068,270.    1,515,710.      MT  (+/- 180 meters Scaled)
 NK0315
 NK0315                          SUPERSEDED SURVEY CONTROL
 NK0315
 NK0315  NGVD 29 (??/??/92)  338.211  (m)         1109.61   (f) ADJ UNCH    1 2
 NK0315
 NK0315.Superseded values are not recommended for survey control.
 NK0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0315.See file dsdata.txt to determine how the superseded data were derived.
 NK0315
 NK0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG743625(NAD 83)
 NK0315_MARKER: DD = SURVEY DISK
 NK0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0315_STAMPING: 85-10
 NK0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0315+STABILITY: SURFACE MOTION
 NK0315
 NK0315  HISTORY     - Date     Condition        Report By
 NK0315  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0315  HISTORY     - 1934     GOOD             IAGS
 NK0315  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0315
 NK0315                          STATION DESCRIPTION
 NK0315
 NK0315'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0315'3.5 MI S FROM ZEARING.
 NK0315'3-1/2 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION
 NK0315'OF STATE HIGHWAY 317 AT ZEARING, STORY COUNTY, 7 FEET NORTH OF
 NK0315'THE QUARTER-SECTION LINE OF SEC. 5, T. 84 N., R. 21 W., 53.5
 NK0315'FEET NORTH OF PAVEMENT STATION 340, 32 FEET WEST OF THE
 NK0315'CENTERLINE OF THE HIGHWAY, AND 1.5 FEET EAST OF A WHITE WOODEN
 NK0315'WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED 85-10 AND
 NK0315'SET IN THE TOP OF A CONCRETE POST.
 NK0315
 NK0315                          STATION RECOVERY (1975)
 NK0315
 NK0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0412 ***********************************************************************
 NK0412  DESIGNATION -  85 100
 NK0412  PID         -  NK0412
 NK0412  STATE/COUNTY-  IA/STORY
 NK0412  USGS QUAD   -  AMES WEST (1975)
 NK0412
 NK0412                         *CURRENT SURVEY CONTROL
 NK0412  ___________________________________________________________________
 NK0412* NAD 83(1986)-  42 01 22.     (N)    093 38 32.     (W)     SCALED    
 NK0412* NAVD 88     -       284.954  (meters)     934.89   (feet)  ADJUSTED  
 NK0412  ___________________________________________________________________
 NK0412  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 NK0412  DYNAMIC HT  -         284.857 (meters)     934.57  (feet)  COMP
 NK0412  MODELED GRAV-     980,274.1   (mgal)                       NAVD 88
 NK0412
 NK0412  VERT ORDER  -  FIRST     CLASS II
 NK0412
 NK0412.The horizontal coordinates were scaled from a topographic map and have
 NK0412.an estimated accuracy of +/- 6 seconds.
 NK0412
 NK0412.The orthometric height was determined by differential leveling
 NK0412.and adjusted by the National Geodetic Survey in June 1991..
 NK0412
 NK0412.The geoid height was determined by GEOID03.
 NK0412
 NK0412.The dynamic height is computed by dividing the NAVD 88
 NK0412.geopotential number by the normal gravity value computed on the
 NK0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0412.degrees latitude (g = 980.6199 gals.).
 NK0412
 NK0412.The modeled gravity was interpolated from observed gravity values.
 NK0412
 NK0412;                    North         East    Units  Estimated Accuracy
 NK0412;SPC IA N     - 1,058,080.    1,488,220.      MT  (+/- 180 meters Scaled)
 NK0412
 NK0412                          SUPERSEDED SURVEY CONTROL
 NK0412
 NK0412  NGVD 29 (??/??/92)  284.916  (m)          934.76   (f) ADJ UNCH    1 2
 NK0412
 NK0412.Superseded values are not recommended for survey control.
 NK0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0412.See file dsdata.txt to determine how the superseded data were derived.
 NK0412
 NK0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG468525(NAD 83)
 NK0412_MARKER: DD = SURVEY DISK
 NK0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0412_STAMPING: 85-100
 NK0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0412+STABILITY: SURFACE MOTION
 NK0412
 NK0412  HISTORY     - Date     Condition        Report By
 NK0412  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0412  HISTORY     - 1934     GOOD             IAGS
 NK0412  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0412
 NK0412                          STATION DESCRIPTION
 NK0412
 NK0412'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0412'AT AMES.
 NK0412'AT AMES, ON LINCOLN WAY, IN THE SOUTHEAST QUARTER OF SEC. 4,
 NK0412'T. 83 N., R. 24 W., AT THE SOUTHEAST CORNER OF THE IOWA STATE
 NK0412'COLLEGE CAMPUS, SOUTH OF THE WEST PORTION OF MARY B. WELCH
 NK0412'DORMITORY, 70.8 FEET WEST AND 30.8 FEET NORTH OF STATION 176 OF
 NK0412'U.S. GEODETIC SURVEY MARKER--PROBABLY P.T.S. 17 (USGS)--, 37.6
 NK0412'FEET NORTH OF THE NORTH CURB OF LINCOLN WAY, 37 FEET EAST AND
 NK0412'7 FEET NORTH OF BLUE FIRE HYDRANT 7, AND 27 FEET EAST OF THE
 NK0412'WATER SHUT-OFF PIT.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0412'85-100 AND SET IN THE TOP OF A CONCRETE POST.
 NK0412
 NK0412                          STATION RECOVERY (1975)
 NK0412
 NK0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0411 ***********************************************************************
 NK0411  DESIGNATION -  85 101
 NK0411  PID         -  NK0411
 NK0411  STATE/COUNTY-  IA/STORY
 NK0411  USGS QUAD   -  AMES EAST (1975)
 NK0411
 NK0411                         *CURRENT SURVEY CONTROL
 NK0411  ___________________________________________________________________
 NK0411* NAD 83(1986)-  42 01 23.     (N)    093 37 27.     (W)     SCALED    
 NK0411* NAVD 88     -       278.366  (meters)     913.27   (feet)  ADJUSTED  
 NK0411  ___________________________________________________________________
 NK0411  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 NK0411  DYNAMIC HT  -         278.270 (meters)     912.96  (feet)  COMP
 NK0411  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 NK0411
 NK0411  VERT ORDER  -  FIRST     CLASS II
 NK0411
 NK0411.The horizontal coordinates were scaled from a topographic map and have
 NK0411.an estimated accuracy of +/- 6 seconds.
 NK0411
 NK0411.The orthometric height was determined by differential leveling
 NK0411.and adjusted by the National Geodetic Survey in June 1991..
 NK0411
 NK0411.The geoid height was determined by GEOID03.
 NK0411
 NK0411.The dynamic height is computed by dividing the NAVD 88
 NK0411.geopotential number by the normal gravity value computed on the
 NK0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0411.degrees latitude (g = 980.6199 gals.).
 NK0411
 NK0411.The modeled gravity was interpolated from observed gravity values.
 NK0411
 NK0411;                    North         East    Units  Estimated Accuracy
 NK0411;SPC IA N     - 1,058,110.    1,489,720.      MT  (+/- 180 meters Scaled)
 NK0411
 NK0411                          SUPERSEDED SURVEY CONTROL
 NK0411
 NK0411  NGVD 29 (??/??/92)  278.329  (m)          913.15   (f) ADJ UNCH    1 2
 NK0411
 NK0411.Superseded values are not recommended for survey control.
 NK0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0411.See file dsdata.txt to determine how the superseded data were derived.
 NK0411
 NK0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG483525(NAD 83)
 NK0411_MARKER: DD = SURVEY DISK
 NK0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0411_STAMPING: 85-101
 NK0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0411+STABILITY: SURFACE MOTION
 NK0411
 NK0411  HISTORY     - Date     Condition        Report By
 NK0411  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0411  HISTORY     - 1934     GOOD             IAGS
 NK0411  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0411
 NK0411                          STATION DESCRIPTION
 NK0411
 NK0411'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0411'AT AMES.
 NK0411'AT AMES, ON LINCOLN WAY, 63 FEET SOUTHEAST OF THE SOUTHEAST
 NK0411'CORNER OF ST. CECILIAS CHURCH, 46 FEET SOUTH OF THE SOUTHWEST
 NK0411'CORNER OF A HOUSE, 9 FEET WEST OF THE WEST EDGE OF THE
 NK0411'CONCRETE WALK LEADING FROM THE CURB TO THE HOUSE ON 921 LINCOLN
 NK0411'WAY, 4 FEET SOUTH OF A CONCRETE HITCHING POST, AND 1.5 FEET
 NK0411'NORTH OF THE NORTH CURB.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0411'85-101 AND SET IN THE TOP OF A CONCRETE POST.
 NK0411
 NK0411                          STATION RECOVERY (1975)
 NK0411
 NK0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0410 ***********************************************************************
 NK0410  DESIGNATION -  85 102
 NK0410  PID         -  NK0410
 NK0410  STATE/COUNTY-  IA/STORY
 NK0410  USGS QUAD   -  AMES EAST (1975)
 NK0410
 NK0410                         *CURRENT SURVEY CONTROL
 NK0410  ___________________________________________________________________
 NK0410* NAD 83(1986)-  42 01 23.     (N)    093 37 02.     (W)     SCALED    
 NK0410* NAVD 88     -       277.951  (meters)     911.91   (feet)  ADJUSTED  
 NK0410  ___________________________________________________________________
 NK0410  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 NK0410  DYNAMIC HT  -         277.855 (meters)     911.60  (feet)  COMP
 NK0410  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 NK0410
 NK0410  VERT ORDER  -  FIRST     CLASS II
 NK0410
 NK0410.The horizontal coordinates were scaled from a topographic map and have
 NK0410.an estimated accuracy of +/- 6 seconds.
 NK0410
 NK0410.The orthometric height was determined by differential leveling
 NK0410.and adjusted by the National Geodetic Survey in June 1991..
 NK0410
 NK0410.The geoid height was determined by GEOID03.
 NK0410
 NK0410.The dynamic height is computed by dividing the NAVD 88
 NK0410.geopotential number by the normal gravity value computed on the
 NK0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0410.degrees latitude (g = 980.6199 gals.).
 NK0410
 NK0410.The modeled gravity was interpolated from observed gravity values.
 NK0410
 NK0410;                    North         East    Units  Estimated Accuracy
 NK0410;SPC IA N     - 1,058,110.    1,490,290.      MT  (+/- 180 meters Scaled)
 NK0410
 NK0410                          SUPERSEDED SURVEY CONTROL
 NK0410
 NK0410  NGVD 29 (??/??/92)  277.914  (m)          911.79   (f) ADJ UNCH    1 2
 NK0410
 NK0410.Superseded values are not recommended for survey control.
 NK0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0410.See file dsdata.txt to determine how the superseded data were derived.
 NK0410
 NK0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG489525(NAD 83)
 NK0410_MARKER: DD = SURVEY DISK
 NK0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0410_STAMPING: 85-102
 NK0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0410+STABILITY: SURFACE MOTION
 NK0410
 NK0410  HISTORY     - Date     Condition        Report By
 NK0410  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0410  HISTORY     - 1934     GOOD             IAGS
 NK0410  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0410
 NK0410                          STATION DESCRIPTION
 NK0410
 NK0410'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0410'AT AMES.
 NK0410'AT AMES, ON LINCOLN WAY, AT THE NORTHWEST CORNER OF THE
 NK0410'INTERSECTION OF CLARK AVENUE, 135 FEET NORTHEAST OF THE NORTHEAST
 NK0410'CORNER OF A FALL OIL CO. SERVICE STATION, 79 FEET NORTHWEST OF
 NK0410'THE NORTHWEST CORNER OF A ROYAL 400 SERVICE STATION, 95 FEET
 NK0410'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 87.5 FEET SOUTHEAST
 NK0410'OF THE SOUTHWEST CORNER OF ANOTHER HOUSE, 19 FEET NORTHEAST OF
 NK0410'THE CENTER OF A SEWER MANHOLE, 11 FEET NORTHWEST OF A BELL
 NK0410'SYSTEM MANHOLE, AND 13.5 FEET SOUTHEAST OF A FIRE HYDRANT.  A
 NK0410'STATE SURVEY STANDARD DISK, STAMPED 85-102 AND SET IN THE TOP
 NK0410'OF A CONCRETE POST.
 NK0410
 NK0410                          STATION RECOVERY (1975)
 NK0410
 NK0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0409 ***********************************************************************
 NK0409  DESIGNATION -  85 103
 NK0409  PID         -  NK0409
 NK0409  STATE/COUNTY-  IA/STORY
 NK0409  USGS QUAD   -  AMES EAST (1975)
 NK0409
 NK0409                         *CURRENT SURVEY CONTROL
 NK0409  ___________________________________________________________________
 NK0409* NAD 83(1986)-  42 01 21.     (N)    093 36 26.     (W)     SCALED    
 NK0409* NAVD 88     -       279.999  (meters)     918.63   (feet)  ADJUSTED  
 NK0409  ___________________________________________________________________
 NK0409  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 NK0409  DYNAMIC HT  -         279.901 (meters)     918.31  (feet)  COMP
 NK0409  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 NK0409
 NK0409  VERT ORDER  -  FIRST     CLASS II
 NK0409
 NK0409.The horizontal coordinates were scaled from a topographic map and have
 NK0409.an estimated accuracy of +/- 6 seconds.
 NK0409
 NK0409.The orthometric height was determined by differential leveling
 NK0409.and adjusted by the National Geodetic Survey in June 1991..
 NK0409
 NK0409.The geoid height was determined by GEOID03.
 NK0409
 NK0409.The dynamic height is computed by dividing the NAVD 88
 NK0409.geopotential number by the normal gravity value computed on the
 NK0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0409.degrees latitude (g = 980.6199 gals.).
 NK0409
 NK0409.The modeled gravity was interpolated from observed gravity values.
 NK0409
 NK0409;                    North         East    Units  Estimated Accuracy
 NK0409;SPC IA N     - 1,058,040.    1,491,120.      MT  (+/- 180 meters Scaled)
 NK0409
 NK0409                          SUPERSEDED SURVEY CONTROL
 NK0409
 NK0409  NGVD 29 (??/??/92)  279.962  (m)          918.51   (f) ADJ UNCH    1 2
 NK0409
 NK0409.Superseded values are not recommended for survey control.
 NK0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0409.See file dsdata.txt to determine how the superseded data were derived.
 NK0409
 NK0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG497524(NAD 83)
 NK0409_MARKER: DD = SURVEY DISK
 NK0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0409_STAMPING: 85-103
 NK0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0409+STABILITY: SURFACE MOTION
 NK0409
 NK0409  HISTORY     - Date     Condition        Report By
 NK0409  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0409  HISTORY     - 1934     GOOD             IAGS
 NK0409  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0409
 NK0409                          STATION DESCRIPTION
 NK0409
 NK0409'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0409'AT AMES.
 NK0409'AT AMES, ON U.S. HIGHWAY 30, AT THE NORTHWEST CORNER OF AMES
 NK0409'TOURIST COURT, 32.4 FEET NORTH OF THE NORTHWEST CORNER OF THE
 NK0409'WEST WING, 33.5 FEET NORTH OF THE NORTHEAST CORNER, 4 FEET EAST
 NK0409'OF A POWER-TRANSMISSON LINE POLE, AND 1 FOOT SOUTH OF THE SOUTH
 NK0409'CURB OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0409'85-103 AND SET IN THE TOP OF A CONCRETE POST.
 NK0409
 NK0409                          STATION RECOVERY (1975)
 NK0409
 NK0409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0408 ***********************************************************************
 NK0408  DESIGNATION -  85 104
 NK0408  PID         -  NK0408
 NK0408  STATE/COUNTY-  IA/STORY
 NK0408  USGS QUAD   -  AMES EAST (1975)
 NK0408
 NK0408                         *CURRENT SURVEY CONTROL
 NK0408  ___________________________________________________________________
 NK0408* NAD 83(1986)-  42 01 22.     (N)    093 34 55.     (W)     SCALED    
 NK0408* NAVD 88     -       283.350  (meters)     929.62   (feet)  ADJUSTED  
 NK0408  ___________________________________________________________________
 NK0408  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 NK0408  DYNAMIC HT  -         283.249 (meters)     929.29  (feet)  COMP
 NK0408  MODELED GRAV-     980,259.8   (mgal)                       NAVD 88
 NK0408
 NK0408  VERT ORDER  -  FIRST     CLASS II
 NK0408
 NK0408.The horizontal coordinates were scaled from a topographic map and have
 NK0408.an estimated accuracy of +/- 6 seconds.
 NK0408
 NK0408.The orthometric height was determined by differential leveling
 NK0408.and adjusted by the National Geodetic Survey in June 1991..
 NK0408
 NK0408.The geoid height was determined by GEOID03.
 NK0408
 NK0408.The dynamic height is computed by dividing the NAVD 88
 NK0408.geopotential number by the normal gravity value computed on the
 NK0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0408.degrees latitude (g = 980.6199 gals.).
 NK0408
 NK0408.The modeled gravity was interpolated from observed gravity values.
 NK0408
 NK0408;                    North         East    Units  Estimated Accuracy
 NK0408;SPC IA N     - 1,058,070.    1,493,210.      MT  (+/- 180 meters Scaled)
 NK0408
 NK0408                          SUPERSEDED SURVEY CONTROL
 NK0408
 NK0408  NGVD 29 (??/??/92)  283.312  (m)          929.50   (f) ADJ UNCH    1 2
 NK0408
 NK0408.Superseded values are not recommended for survey control.
 NK0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0408.See file dsdata.txt to determine how the superseded data were derived.
 NK0408
 NK0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG518524(NAD 83)
 NK0408_MARKER: DD = SURVEY DISK
 NK0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0408_STAMPING: 85-104
 NK0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0408+STABILITY: SURFACE MOTION
 NK0408
 NK0408  HISTORY     - Date     Condition        Report By
 NK0408  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0408  HISTORY     - 1934     GOOD             IAGS
 NK0408  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0408
 NK0408                          STATION DESCRIPTION
 NK0408
 NK0408'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0408'1.5 MI E FROM AMES.
 NK0408'1-1/2 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE EAST JUNCTION
 NK0408'OF U.S. HIGHWAY 69 AT AMES, IN SEC. 1, T. 83 N., R. 24 W.,
 NK0408'OPPOSITE PAVEMENT STATION 50+70.0 ABOUT 154 FEET WEST OF THE
 NK0408'CENTERLINE OF A ROAD LEADING NORTH, 36.5 FEET NORTH OF THE
 NK0408'CENTERLINE OF THE HIGHWAY, 11 FEET SOUTH OF A POLE, 8 FEET SOUTH
 NK0408'OF A GAS VALVE, AND 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS
 NK0408'POST.  A STATE SURVEY STANDARD DISK, STAMPED 85-104 AND SET IN
 NK0408'THE TOP OF A CONCRETE POST.
 NK0408
 NK0408                          STATION RECOVERY (1975)
 NK0408
 NK0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0407 ***********************************************************************
 NK0407  DESIGNATION -  85 105
 NK0407  PID         -  NK0407
 NK0407  STATE/COUNTY-  IA/STORY
 NK0407  USGS QUAD   -  AMES EAST (1975)
 NK0407
 NK0407                         *CURRENT SURVEY CONTROL
 NK0407  ___________________________________________________________________
 NK0407* NAD 83(1986)-  42 01 22.     (N)    093 34 02.     (W)     SCALED    
 NK0407* NAVD 88     -       291.458  (meters)     956.23   (feet)  ADJUSTED  
 NK0407  ___________________________________________________________________
 NK0407  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 NK0407  DYNAMIC HT  -         291.354 (meters)     955.88  (feet)  COMP
 NK0407  MODELED GRAV-     980,256.7   (mgal)                       NAVD 88
 NK0407
 NK0407  VERT ORDER  -  FIRST     CLASS II
 NK0407
 NK0407.The horizontal coordinates were scaled from a topographic map and have
 NK0407.an estimated accuracy of +/- 6 seconds.
 NK0407
 NK0407.The orthometric height was determined by differential leveling
 NK0407.and adjusted by the National Geodetic Survey in June 1991..
 NK0407
 NK0407.The geoid height was determined by GEOID03.
 NK0407
 NK0407.The dynamic height is computed by dividing the NAVD 88
 NK0407.geopotential number by the normal gravity value computed on the
 NK0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0407.degrees latitude (g = 980.6199 gals.).
 NK0407
 NK0407.The modeled gravity was interpolated from observed gravity values.
 NK0407
 NK0407;                    North         East    Units  Estimated Accuracy
 NK0407;SPC IA N     - 1,058,070.    1,494,430.      MT  (+/- 180 meters Scaled)
 NK0407
 NK0407                          SUPERSEDED SURVEY CONTROL
 NK0407
 NK0407  NGVD 29 (??/??/92)  291.421  (m)          956.10   (f) ADJ UNCH    1 2
 NK0407
 NK0407.Superseded values are not recommended for survey control.
 NK0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0407.See file dsdata.txt to determine how the superseded data were derived.
 NK0407
 NK0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG530524(NAD 83)
 NK0407_MARKER: DD = SURVEY DISK
 NK0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0407_STAMPING: 85-105
 NK0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0407+STABILITY: SURFACE MOTION
 NK0407
 NK0407  HISTORY     - Date     Condition        Report By
 NK0407  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0407  HISTORY     - 1934     GOOD             IAGS
 NK0407  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0407
 NK0407                          STATION DESCRIPTION
 NK0407
 NK0407'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0407'2.2 MI E FROM AMES.
 NK0407'2-1/4 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE EAST JUNCTION OF
 NK0407'U.S. HIGHWAY 69 AT AMES, STORY COUNTY, IN SEC. 6, T. 83 N.,
 NK0407'R. 23 W., DIRECTLY SOUTH OF THE ALVIN BANKS FARMHOUSE, 53 FEET
 NK0407'SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 53.5 FEET
 NK0407'SOUTHWEST OF THE SOUTHEAST CORNER, 30 FEET SOUTHEAST OF A 36-INCH
 NK0407'ELM TREE, AND 31 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 NK0407'A STATE SURVEY STANDARD DISK, STAMPED 85-105 AND SET IN THE TOP
 NK0407'OF A CONCRETE POST.
 NK0407
 NK0407                          STATION RECOVERY (1975)
 NK0407
 NK0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0406 ***********************************************************************
 NK0406  DESIGNATION -  85 106
 NK0406  PID         -  NK0406
 NK0406  STATE/COUNTY-  IA/STORY
 NK0406  USGS QUAD   -  AMES EAST (1975)
 NK0406
 NK0406                         *CURRENT SURVEY CONTROL
 NK0406  ___________________________________________________________________
 NK0406* NAD 83(1986)-  42 01 23.     (N)    093 32 56.     (W)     SCALED    
 NK0406* NAVD 88     -       299.870  (meters)     983.82   (feet)  ADJUSTED  
 NK0406  ___________________________________________________________________
 NK0406  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 NK0406  DYNAMIC HT  -         299.761 (meters)     983.47  (feet)  COMP
 NK0406  MODELED GRAV-     980,253.2   (mgal)                       NAVD 88
 NK0406
 NK0406  VERT ORDER  -  FIRST     CLASS II
 NK0406
 NK0406.The horizontal coordinates were scaled from a topographic map and have
 NK0406.an estimated accuracy of +/- 6 seconds.
 NK0406
 NK0406.The orthometric height was determined by differential leveling
 NK0406.and adjusted by the National Geodetic Survey in June 1991..
 NK0406
 NK0406.The geoid height was determined by GEOID03.
 NK0406
 NK0406.The dynamic height is computed by dividing the NAVD 88
 NK0406.geopotential number by the normal gravity value computed on the
 NK0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0406.degrees latitude (g = 980.6199 gals.).
 NK0406
 NK0406.The modeled gravity was interpolated from observed gravity values.
 NK0406
 NK0406;                    North         East    Units  Estimated Accuracy
 NK0406;SPC IA N     - 1,058,100.    1,495,950.      MT  (+/- 180 meters Scaled)
 NK0406
 NK0406                          SUPERSEDED SURVEY CONTROL
 NK0406
 NK0406  NGVD 29 (??/??/92)  299.832  (m)          983.70   (f) ADJ UNCH    1 2
 NK0406
 NK0406.Superseded values are not recommended for survey control.
 NK0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0406.See file dsdata.txt to determine how the superseded data were derived.
 NK0406
 NK0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG545524(NAD 83)
 NK0406_MARKER: DD = SURVEY DISK
 NK0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0406_STAMPING: 85-106
 NK0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0406+STABILITY: SURFACE MOTION
 NK0406
 NK0406  HISTORY     - Date     Condition        Report By
 NK0406  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0406  HISTORY     - 1934     GOOD             IAGS
 NK0406  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0406
 NK0406                          STATION DESCRIPTION
 NK0406
 NK0406'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0406'3.2 MI E FROM AMES.
 NK0406'3-1/4 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE EAST JUNCTION
 NK0406'OF U.S. HIGHWAY 69 AT AMES, IN SEC. 5, T. 83 N., R. 23 W.,
 NK0406'OPPOSITE PAVEMENT STATION 140+00, 102 FEET NORTHEAST OF THE
 NK0406'NORTHWEST CORNERPOST OF AN ORCHARD, 93.4 FEET NORTHWEST OF THE
 NK0406'NORTHEAST CORNERPOST OF AN ORCHARD SOUTH OF THE HIGHWAY, 44
 NK0406'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 5.5 FEET SOUTH OF
 NK0406'THE NORTH FENCE, AND 1.5 FEET NORTHWEST OF A WHITE WOODEN
 NK0406'WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED 85-106 AND
 NK0406'SET IN THE TOP OF A CONCRETE POST.
 NK0406
 NK0406                          STATION RECOVERY (1975)
 NK0406
 NK0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0403 ***********************************************************************
 MH0403  DESIGNATION -  85 1065
 MH0403  PID         -  MH0403
 MH0403  STATE/COUNTY-  IA/STORY
 MH0403  USGS QUAD   -  HUXLEY (1975)
 MH0403
 MH0403                         *CURRENT SURVEY CONTROL
 MH0403  ___________________________________________________________________
 MH0403* NAD 83(1986)-  41 55 17.     (N)    093 31 44.     (W)     SCALED    
 MH0403* NAVD 88     -       259.33   (+/-2cm)     850.8    (feet)  VERTCON   
 MH0403  ___________________________________________________________________
 MH0403  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 MH0403
 MH0403  VERT ORDER  -  ? (See Below)
 MH0403
 MH0403.The horizontal coordinates were scaled from a topographic map and have
 MH0403.an estimated accuracy of +/- 6 seconds.
 MH0403
 MH0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0403.The vertical order pertains to the NGVD 29 superseded value.
 MH0403
 MH0403.The geoid height was determined by GEOID03.
 MH0403
 MH0403;                    North         East    Units  Estimated Accuracy
 MH0403;SPC IA N     - 1,046,810.    1,497,600.      MT  (+/- 180 meters Scaled)
 MH0403
 MH0403                          SUPERSEDED SURVEY CONTROL
 MH0403
 MH0403  NGVD 29 (??/??/92)  259.300  (m)          850.72   (f) ADJ UNCH    ?  
 MH0403
 MH0403.Superseded values are not recommended for survey control.
 MH0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0403.See file dsdata.txt to determine how the superseded data were derived.
 MH0403
 MH0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG561411(NAD 83)
 MH0403_MARKER: DD = SURVEY DISK
 MH0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0403_STAMPING: 85-1065
 MH0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0403+STABILITY: SURFACE MOTION
 MH0403
 MH0403  HISTORY     - Date     Condition        Report By
 MH0403  HISTORY     - UNK      MONUMENTED       IAGS
 MH0403  HISTORY     - 1941     GOOD             IAGS
 MH0403
 MH0403                          STATION DESCRIPTION
 MH0403
 MH0403'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1941
 MH0403'1.7 MI N FROM CAMBRIDGE.
 MH0403'1.7 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0403'RAILWAY FROM THE STATION AT CAMBRIDGE, STORY COUNTY, 0.1 MILE
 MH0403'EAST OF THE SOUTH QUARTER CORNER OF SECTION 9 T 82 N., R 23 W.,
 MH0403'AT THE CROSSING OF A SECTION-LINE ROAD, 96.1 FEET NORTHWEST OF
 MH0403'A STOP SIGN, 71.6 FEET NORTHEAST OF AN 8-INCH WILLOW TREE, 49.3
 MH0403'FEET WEST OF A FENCE, 22.3 FEET NORTHWEST OF A GATEPOST, 18.4
 MH0403'FEET SOUTHWEST OF A POLE OR POST, AND 18 FEET NORTHWEST OF A
 MH0403'POST.  A STATE SURVEY STANDARD DISK, STAMPED 85-1065 AND SET IN
 MH0403'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0405 ***********************************************************************
 NK0405  DESIGNATION -  85 107
 NK0405  PID         -  NK0405
 NK0405  STATE/COUNTY-  IA/STORY
 NK0405  USGS QUAD   -  AMES EAST (1975)
 NK0405
 NK0405                         *CURRENT SURVEY CONTROL
 NK0405  ___________________________________________________________________
 NK0405* NAD 83(1986)-  42 01 24.     (N)    093 32 07.     (W)     SCALED    
 NK0405* NAVD 88     -       296.839  (meters)     973.88   (feet)  ADJUSTED  
 NK0405  ___________________________________________________________________
 NK0405  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 NK0405  DYNAMIC HT  -         296.731 (meters)     973.52  (feet)  COMP
 NK0405  MODELED GRAV-     980,250.8   (mgal)                       NAVD 88
 NK0405
 NK0405  VERT ORDER  -  FIRST     CLASS II
 NK0405
 NK0405.The horizontal coordinates were scaled from a topographic map and have
 NK0405.an estimated accuracy of +/- 6 seconds.
 NK0405
 NK0405.The orthometric height was determined by differential leveling
 NK0405.and adjusted by the National Geodetic Survey in June 1991..
 NK0405
 NK0405.The geoid height was determined by GEOID03.
 NK0405
 NK0405.The dynamic height is computed by dividing the NAVD 88
 NK0405.geopotential number by the normal gravity value computed on the
 NK0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0405.degrees latitude (g = 980.6199 gals.).
 NK0405
 NK0405.The modeled gravity was interpolated from observed gravity values.
 NK0405
 NK0405;                    North         East    Units  Estimated Accuracy
 NK0405;SPC IA N     - 1,058,130.    1,497,080.      MT  (+/- 180 meters Scaled)
 NK0405
 NK0405                          SUPERSEDED SURVEY CONTROL
 NK0405
 NK0405  NGVD 29 (??/??/92)  296.802  (m)          973.76   (f) ADJ UNCH    1 2
 NK0405
 NK0405.Superseded values are not recommended for survey control.
 NK0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0405.See file dsdata.txt to determine how the superseded data were derived.
 NK0405
 NK0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG556525(NAD 83)
 NK0405_MARKER: DD = SURVEY DISK
 NK0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0405_STAMPING: 85-107
 NK0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0405+STABILITY: SURFACE MOTION
 NK0405
 NK0405  HISTORY     - Date     Condition        Report By
 NK0405  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0405  HISTORY     - 1934     GOOD             IAGS
 NK0405  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0405
 NK0405                          STATION DESCRIPTION
 NK0405
 NK0405'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0405'4.3 MI W FROM NEVADA.
 NK0405'4.3 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 NK0405'MAIN STREET AT NEVADA, IN SEC. 4, T 83 N., R 23 W., OPPOSITE
 NK0405'PAVEMENT STATION 178+74.0, 42.5 FEET SOUTHWEST OF A POLE, 42
 NK0405'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.5 FEET SOUTH OF
 NK0405'THE NORTH FENCE, AND 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 NK0405'POST.  A STATE SURVEY STANDARD DISK, STAMPED 85-107 AND SET IN
 NK0405'THE TOP OF A CONCRETE POST.
 NK0405
 NK0405                          STATION RECOVERY (1975)
 NK0405
 NK0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0404 ***********************************************************************
 NK0404  DESIGNATION -  85 108
 NK0404  PID         -  NK0404
 NK0404  STATE/COUNTY-  IA/STORY
 NK0404  USGS QUAD   -  AMES EAST (1975)
 NK0404
 NK0404                         *CURRENT SURVEY CONTROL
 NK0404  ___________________________________________________________________
 NK0404* NAD 83(1986)-  42 01 23.     (N)    093 30 23.     (W)     SCALED    
 NK0404* NAVD 88     -       299.995  (meters)     984.23   (feet)  ADJUSTED  
 NK0404  ___________________________________________________________________
 NK0404  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 NK0404  DYNAMIC HT  -         299.885 (meters)     983.87  (feet)  COMP
 NK0404  MODELED GRAV-     980,245.7   (mgal)                       NAVD 88
 NK0404
 NK0404  VERT ORDER  -  FIRST     CLASS II
 NK0404
 NK0404.The horizontal coordinates were scaled from a topographic map and have
 NK0404.an estimated accuracy of +/- 6 seconds.
 NK0404
 NK0404.The orthometric height was determined by differential leveling
 NK0404.and adjusted by the National Geodetic Survey in June 1991..
 NK0404
 NK0404.The geoid height was determined by GEOID03.
 NK0404
 NK0404.The dynamic height is computed by dividing the NAVD 88
 NK0404.geopotential number by the normal gravity value computed on the
 NK0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0404.degrees latitude (g = 980.6199 gals.).
 NK0404
 NK0404.The modeled gravity was interpolated from observed gravity values.
 NK0404
 NK0404;                    North         East    Units  Estimated Accuracy
 NK0404;SPC IA N     - 1,058,100.    1,499,470.      MT  (+/- 180 meters Scaled)
 NK0404
 NK0404                          SUPERSEDED SURVEY CONTROL
 NK0404
 NK0404  NGVD 29 (??/??/92)  299.959  (m)          984.12   (f) ADJ UNCH    1 2
 NK0404
 NK0404.Superseded values are not recommended for survey control.
 NK0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0404.See file dsdata.txt to determine how the superseded data were derived.
 NK0404
 NK0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG580524(NAD 83)
 NK0404_MARKER: DD = SURVEY DISK
 NK0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0404_STAMPING: 85-108
 NK0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0404+STABILITY: SURFACE MOTION
 NK0404
 NK0404  HISTORY     - Date     Condition        Report By
 NK0404  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0404  HISTORY     - 1934     GOOD             IAGS
 NK0404
 NK0404                          STATION DESCRIPTION
 NK0404
 NK0404'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0404'2.8 MI W FROM NEVADA.
 NK0404'2.8 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 NK0404'MAIN STREET AT NEVADA, IN SEC. 3, T 83 N., R 23 W., OPPOSITE
 NK0404'PAVEMENT STATION 255+48.0, 30 FEET NORTHEAST OF A POLE, 49 FEET
 NK0404'SOUTHEAST OF A 40-INCH SOFT-MAPLE TREE, 49 FEET NORTH OF THE
 NK0404'CENTERLINE OF THE HIGHWAY, 18.5 FEET SOUTH OF THE NORTH FENCE,
 NK0404'AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STATE
 NK0404'SURVEY STANDARD DISK STAMPED 85-108 AND SET IN THE TOP OF A
 NK0404'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0349 ***********************************************************************
 NK0349  DESIGNATION -  85 109
 NK0349  PID         -  NK0349
 NK0349  STATE/COUNTY-  IA/STORY
 NK0349  USGS QUAD   -  NEVADA (1975)
 NK0349
 NK0349                         *CURRENT SURVEY CONTROL
 NK0349  ___________________________________________________________________
 NK0349* NAD 83(1986)-  42 01 23.     (N)    093 29 57.     (W)     SCALED    
 NK0349* NAVD 88     -       303.116  (meters)     994.47   (feet)  ADJUSTED  
 NK0349  ___________________________________________________________________
 NK0349  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 NK0349  DYNAMIC HT  -         303.005 (meters)     994.11  (feet)  COMP
 NK0349  MODELED GRAV-     980,245.5   (mgal)                       NAVD 88
 NK0349
 NK0349  VERT ORDER  -  FIRST     CLASS II
 NK0349
 NK0349.The horizontal coordinates were scaled from a topographic map and have
 NK0349.an estimated accuracy of +/- 6 seconds.
 NK0349
 NK0349.The orthometric height was determined by differential leveling
 NK0349.and adjusted by the National Geodetic Survey in June 1991..
 NK0349
 NK0349.The geoid height was determined by GEOID03.
 NK0349
 NK0349.The dynamic height is computed by dividing the NAVD 88
 NK0349.geopotential number by the normal gravity value computed on the
 NK0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0349.degrees latitude (g = 980.6199 gals.).
 NK0349
 NK0349.The modeled gravity was interpolated from observed gravity values.
 NK0349
 NK0349;                    North         East    Units  Estimated Accuracy
 NK0349;SPC IA N     - 1,058,100.    1,500,070.      MT  (+/- 180 meters Scaled)
 NK0349
 NK0349                          SUPERSEDED SURVEY CONTROL
 NK0349
 NK0349  NGVD 29 (??/??/92)  303.081  (m)          994.36   (f) ADJ UNCH    1 2
 NK0349
 NK0349.Superseded values are not recommended for survey control.
 NK0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0349.See file dsdata.txt to determine how the superseded data were derived.
 NK0349
 NK0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG586524(NAD 83)
 NK0349_MARKER: DD = SURVEY DISK
 NK0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0349_STAMPING: 85-109
 NK0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0349+STABILITY: SURFACE MOTION
 NK0349
 NK0349  HISTORY     - Date     Condition        Report By
 NK0349  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0349  HISTORY     - 1934     GOOD             IAGS
 NK0349
 NK0349                          STATION DESCRIPTION
 NK0349
 NK0349'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0349'2.4 MI W FROM NEVADA.
 NK0349'2.4 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 NK0349'MAIN STREET AT NEVADA, STORY COUNTY, IN SEC. 2, T. 83 N., R.
 NK0349'23 W., OPPOSITE PAVEMENT STATION 277+77.0, 45 FEET NORTH OF THE
 NK0349'CENTERLINE OF THE HIGHWAY, 5.5 FEET SOUTH OF THE NORTH FENCE,
 NK0349'AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY
 NK0349'STANDARD DISK, STAMPED 85-109 AND SET IN THE TOP OF A CONCRETE
 NK0349'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0348 ***********************************************************************
 NK0348  DESIGNATION -  85 110
 NK0348  PID         -  NK0348
 NK0348  STATE/COUNTY-  IA/STORY
 NK0348  USGS QUAD   -  NEVADA (1975)
 NK0348
 NK0348                         *CURRENT SURVEY CONTROL
 NK0348  ___________________________________________________________________
 NK0348* NAD 83(1986)-  42 01 22.     (N)    093 28 34.     (W)     SCALED    
 NK0348* NAVD 88     -       305.482  (meters)    1002.24   (feet)  ADJUSTED  
 NK0348  ___________________________________________________________________
 NK0348  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 NK0348  DYNAMIC HT  -         305.368 (meters)    1001.86  (feet)  COMP
 NK0348  MODELED GRAV-     980,242.4   (mgal)                       NAVD 88
 NK0348
 NK0348  VERT ORDER  -  FIRST     CLASS II
 NK0348
 NK0348.The horizontal coordinates were scaled from a topographic map and have
 NK0348.an estimated accuracy of +/- 6 seconds.
 NK0348
 NK0348.The orthometric height was determined by differential leveling
 NK0348.and adjusted by the National Geodetic Survey in June 1991..
 NK0348
 NK0348.The geoid height was determined by GEOID03.
 NK0348
 NK0348.The dynamic height is computed by dividing the NAVD 88
 NK0348.geopotential number by the normal gravity value computed on the
 NK0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0348.degrees latitude (g = 980.6199 gals.).
 NK0348
 NK0348.The modeled gravity was interpolated from observed gravity values.
 NK0348
 NK0348;                    North         East    Units  Estimated Accuracy
 NK0348;SPC IA N     - 1,058,070.    1,501,980.      MT  (+/- 180 meters Scaled)
 NK0348
 NK0348                          SUPERSEDED SURVEY CONTROL
 NK0348
 NK0348  NGVD 29 (??/??/92)  305.447  (m)         1002.12   (f) ADJ UNCH    1 2
 NK0348
 NK0348.Superseded values are not recommended for survey control.
 NK0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0348.See file dsdata.txt to determine how the superseded data were derived.
 NK0348
 NK0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG605524(NAD 83)
 NK0348_MARKER: DD = SURVEY DISK
 NK0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0348_STAMPING: 85-110
 NK0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0348+STABILITY: SURFACE MOTION
 NK0348
 NK0348  HISTORY     - Date     Condition        Report By
 NK0348  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0348  HISTORY     - 1934     GOOD             IAGS
 NK0348
 NK0348                          STATION DESCRIPTION
 NK0348
 NK0348'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0348'1.2 MI W FROM NEVADA.
 NK0348'1.2 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 NK0348'MAIN STREET AT NEVADA, STORY COUNTY, IN SEC. 1, T. 83 N., R.
 NK0348'23 W., 200 FEET WEST OF LAPP LABORATORIES, OPPOSITE PAVEMENT
 NK0348'STATION 339+45, 68.5 FEET SOUTHWEST OF A 15-INCH SCOTCH PINE
 NK0348'TREE, 23.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 27 FEET
 NK0348'SOUTH OF THE NORTH FENCE, AND 1 FOOT SOUTHWEST OF A WHITE WOODEN
 NK0348'WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED 85-110 AND
 NK0348'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0347 ***********************************************************************
 NK0347  DESIGNATION -  85 111
 NK0347  PID         -  NK0347
 NK0347  STATE/COUNTY-  IA/STORY
 NK0347  USGS QUAD   -  NEVADA (1975)
 NK0347
 NK0347                         *CURRENT SURVEY CONTROL
 NK0347  ___________________________________________________________________
 NK0347* NAD 83(1986)-  42 01 22.     (N)    093 27 50.     (W)     SCALED    
 NK0347* NAVD 88     -       303.598  (meters)     996.05   (feet)  ADJUSTED  
 NK0347  ___________________________________________________________________
 NK0347  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 NK0347  DYNAMIC HT  -         303.484 (meters)     995.68  (feet)  COMP
 NK0347  MODELED GRAV-     980,240.9   (mgal)                       NAVD 88
 NK0347
 NK0347  VERT ORDER  -  FIRST     CLASS II
 NK0347
 NK0347.The horizontal coordinates were scaled from a topographic map and have
 NK0347.an estimated accuracy of +/- 6 seconds.
 NK0347
 NK0347.The orthometric height was determined by differential leveling
 NK0347.and adjusted by the National Geodetic Survey in June 1991..
 NK0347
 NK0347.The geoid height was determined by GEOID03.
 NK0347
 NK0347.The dynamic height is computed by dividing the NAVD 88
 NK0347.geopotential number by the normal gravity value computed on the
 NK0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0347.degrees latitude (g = 980.6199 gals.).
 NK0347
 NK0347.The modeled gravity was interpolated from observed gravity values.
 NK0347
 NK0347;                    North         East    Units  Estimated Accuracy
 NK0347;SPC IA N     - 1,058,070.    1,502,990.      MT  (+/- 180 meters Scaled)
 NK0347
 NK0347                          SUPERSEDED SURVEY CONTROL
 NK0347
 NK0347  NGVD 29 (??/??/92)  303.582  (m)          996.00   (f) ADJ UNCH    1 2
 NK0347
 NK0347.Superseded values are not recommended for survey control.
 NK0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0347.See file dsdata.txt to determine how the superseded data were derived.
 NK0347
 NK0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG615524(NAD 83)
 NK0347_MARKER: DD = SURVEY DISK
 NK0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0347_STAMPING: 85-111
 NK0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0347+STABILITY: SURFACE MOTION
 NK0347
 NK0347  HISTORY     - Date     Condition        Report By
 NK0347  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0347  HISTORY     - 1934     GOOD             IAGS
 NK0347
 NK0347                          STATION DESCRIPTION
 NK0347
 NK0347'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0347'AT NEVADA.
 NK0347'AT THE WEST EDGE OF NEVADA, STORY COUNTY, ON U.S. HIGHWAY 30,
 NK0347'0.6 MILE WEST OF THE INTERSECTION OF MAIN STREET, AT THE SOUTHEAST
 NK0347'CORNER OF SEC. 1, T. 83 N., R. 23 W., AT THE ENTRANCE TO THE
 NK0347'CATHOLIC CEMETERY, 17.4 FEET SOUTHWEST OF THE SOUTH IRON GATEPOST,
 NK0347'9.6 FEET SOUTH OF THE EAST IRON HAND GATEPOST, 22.9 FEET NORTH
 NK0347'OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTH OF A WHITE
 NK0347'WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0347'85-111 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0346 ***********************************************************************
 NK0346  DESIGNATION -  85 115
 NK0346  PID         -  NK0346
 NK0346  STATE/COUNTY-  IA/STORY
 NK0346  USGS QUAD   -  NEVADA (1975)
 NK0346
 NK0346                         *CURRENT SURVEY CONTROL
 NK0346  ___________________________________________________________________
 NK0346* NAD 83(1986)-  42 01 20.     (N)    093 27 08.     (W)     SCALED    
 NK0346* NAVD 88     -       305.755  (meters)    1003.13   (feet)  ADJUSTED  
 NK0346  ___________________________________________________________________
 NK0346  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 NK0346  DYNAMIC HT  -         305.641 (meters)    1002.76  (feet)  COMP
 NK0346  MODELED GRAV-     980,239.3   (mgal)                       NAVD 88
 NK0346
 NK0346  VERT ORDER  -  FIRST     CLASS II
 NK0346
 NK0346.The horizontal coordinates were scaled from a topographic map and have
 NK0346.an estimated accuracy of +/- 6 seconds.
 NK0346
 NK0346.The orthometric height was determined by differential leveling
 NK0346.and adjusted by the National Geodetic Survey in June 1991..
 NK0346
 NK0346.The geoid height was determined by GEOID03.
 NK0346
 NK0346.The dynamic height is computed by dividing the NAVD 88
 NK0346.geopotential number by the normal gravity value computed on the
 NK0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0346.degrees latitude (g = 980.6199 gals.).
 NK0346
 NK0346.The modeled gravity was interpolated from observed gravity values.
 NK0346
 NK0346;                    North         East    Units  Estimated Accuracy
 NK0346;SPC IA N     - 1,058,010.    1,503,960.      MT  (+/- 180 meters Scaled)
 NK0346
 NK0346                          SUPERSEDED SURVEY CONTROL
 NK0346
 NK0346  NGVD 29 (??/??/92)  305.727  (m)         1003.04   (f) ADJ UNCH    1 2
 NK0346
 NK0346.Superseded values are not recommended for survey control.
 NK0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0346.See file dsdata.txt to determine how the superseded data were derived.
 NK0346
 NK0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG625523(NAD 83)
 NK0346_MARKER: DD = SURVEY DISK
 NK0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0346_STAMPING: 85-115
 NK0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0346+STABILITY: SURFACE MOTION
 NK0346
 NK0346  HISTORY     - Date     Condition        Report By
 NK0346  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0346  HISTORY     - 1934     GOOD             IAGS
 NK0346
 NK0346                          STATION DESCRIPTION
 NK0346
 NK0346'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0346'AT NEVADA.
 NK0346'AT NEVADA, STORY COUNTY, AT THE INTERSECTION OF U.S. HIGHWAY 30
 NK0346'AND MAIN STREET, IN THE NORTHWEST QUARTER OF THE NORTHEAST
 NK0346'QUARTER OF SEC. 7, T. 83 N., R. 22 W., ON THE SOUTH SIDE OF THE
 NK0346'HIGHWAY, 13.4 FEET NORTH OF THE NORTHWEST CORNER OF THE NORTHWEST
 NK0346'BUILDING AT THE SOUTHEAST CORNER OF THE INTERSECTION, 14.6 FEET
 NK0346'EAST OF A LAMPPOST, 0.6 FOOT EAST OF THE SIDEWALK, AND 0.5 FOOT
 NK0346'SOUTH OF THE CURB.  A STATE SURVEY STANDARD DISK, STAMPED 85-115
 NK0346'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0345 ***********************************************************************
 NK0345  DESIGNATION -  85 116
 NK0345  PID         -  NK0345
 NK0345  STATE/COUNTY-  IA/STORY
 NK0345  USGS QUAD   -  NEVADA (1975)
 NK0345
 NK0345                         *CURRENT SURVEY CONTROL
 NK0345  ___________________________________________________________________
 NK0345* NAD 83(1986)-  42 01 22.     (N)    093 26 22.     (W)     SCALED    
 NK0345* NAVD 88     -       303.123  (meters)     994.50   (feet)  ADJUSTED  
 NK0345  ___________________________________________________________________
 NK0345  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 NK0345  DYNAMIC HT  -         303.009 (meters)     994.12  (feet)  COMP
 NK0345  MODELED GRAV-     980,237.9   (mgal)                       NAVD 88
 NK0345
 NK0345  VERT ORDER  -  FIRST     CLASS II
 NK0345
 NK0345.The horizontal coordinates were scaled from a topographic map and have
 NK0345.an estimated accuracy of +/- 6 seconds.
 NK0345
 NK0345.The orthometric height was determined by differential leveling
 NK0345.and adjusted by the National Geodetic Survey in June 1991..
 NK0345
 NK0345.The geoid height was determined by GEOID03.
 NK0345
 NK0345.The dynamic height is computed by dividing the NAVD 88
 NK0345.geopotential number by the normal gravity value computed on the
 NK0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0345.degrees latitude (g = 980.6199 gals.).
 NK0345
 NK0345.The modeled gravity was interpolated from observed gravity values.
 NK0345
 NK0345;                    North         East    Units  Estimated Accuracy
 NK0345;SPC IA N     - 1,058,070.    1,505,020.      MT  (+/- 180 meters Scaled)
 NK0345
 NK0345                          SUPERSEDED SURVEY CONTROL
 NK0345
 NK0345  NGVD 29 (??/??/92)  303.106  (m)          994.44   (f) ADJ UNCH    1 2
 NK0345
 NK0345.Superseded values are not recommended for survey control.
 NK0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0345.See file dsdata.txt to determine how the superseded data were derived.
 NK0345
 NK0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG636523(NAD 83)
 NK0345_MARKER: DD = SURVEY DISK
 NK0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0345_STAMPING: 85-116
 NK0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0345+STABILITY: SURFACE MOTION
 NK0345
 NK0345  HISTORY     - Date     Condition        Report By
 NK0345  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0345  HISTORY     - 1934     GOOD             IAGS
 NK0345
 NK0345                          STATION DESCRIPTION
 NK0345
 NK0345'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0345'NEAR NEVADA.
 NK0345'NEAR THE EAST EDGE OF NEVADA, STORY COUNTY, ON U.S. HIGHWAY 30,
 NK0345'0.6 MILE EAST OF THE INTERSECTION OF MAIN STREET, IN THE SOUTHWEST
 NK0345'QUARTER OF SEC. 5, T. 83 N., R. 22 W., OPPOSITE A SKELLY SERVICE
 NK0345'STATION 46.5 FEET WEST OF A FENCE CORNER, 27.5 FEET SOUTHWEST
 NK0345'OF A 32-INCH SOFT-MAPLE TREE, 9.5 FEET SOUTHEAST OF A 24-INCH
 NK0345'SOFT-MAPLE TREE, 21.5 FEET NORTH OF THE CENTERLINE OF THE
 NK0345'HIGHWAY, AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  A
 NK0345'STATE SURVEY STANDARD DISK, STAMPED 85-116 AND SET IN THE TOP
 NK0345'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0344 ***********************************************************************
 NK0344  DESIGNATION -  85 117
 NK0344  PID         -  NK0344
 NK0344  STATE/COUNTY-  IA/STORY
 NK0344  USGS QUAD   -  NEVADA (1975)
 NK0344
 NK0344                         *CURRENT SURVEY CONTROL
 NK0344  ___________________________________________________________________
 NK0344* NAD 83(1986)-  42 01 20.     (N)    093 25 08.     (W)     SCALED    
 NK0344* NAVD 88     -       307.525  (meters)    1008.94   (feet)  ADJUSTED  
 NK0344  ___________________________________________________________________
 NK0344  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 NK0344  DYNAMIC HT  -         307.408 (meters)    1008.55  (feet)  COMP
 NK0344  MODELED GRAV-     980,235.3   (mgal)                       NAVD 88
 NK0344
 NK0344  VERT ORDER  -  FIRST     CLASS II
 NK0344
 NK0344.The horizontal coordinates were scaled from a topographic map and have
 NK0344.an estimated accuracy of +/- 6 seconds.
 NK0344
 NK0344.The orthometric height was determined by differential leveling
 NK0344.and adjusted by the National Geodetic Survey in June 1991..
 NK0344
 NK0344.The geoid height was determined by GEOID03.
 NK0344
 NK0344.The dynamic height is computed by dividing the NAVD 88
 NK0344.geopotential number by the normal gravity value computed on the
 NK0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0344.degrees latitude (g = 980.6199 gals.).
 NK0344
 NK0344.The modeled gravity was interpolated from observed gravity values.
 NK0344
 NK0344;                    North         East    Units  Estimated Accuracy
 NK0344;SPC IA N     - 1,058,010.    1,506,720.      MT  (+/- 180 meters Scaled)
 NK0344
 NK0344                          SUPERSEDED SURVEY CONTROL
 NK0344
 NK0344  NGVD 29 (??/??/92)  307.484  (m)         1008.80   (f) ADJ UNCH    1 2
 NK0344
 NK0344.Superseded values are not recommended for survey control.
 NK0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0344.See file dsdata.txt to determine how the superseded data were derived.
 NK0344
 NK0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG653523(NAD 83)
 NK0344_MARKER: DD = SURVEY DISK
 NK0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0344_STAMPING: 85-117
 NK0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0344+STABILITY: SURFACE MOTION
 NK0344
 NK0344  HISTORY     - Date     Condition        Report By
 NK0344  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0344  HISTORY     - 1934     GOOD             IAGS
 NK0344
 NK0344                          STATION DESCRIPTION
 NK0344
 NK0344'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0344'1.8 MI E FROM NEVADA.
 NK0344'1.8 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 NK0344'MAIN STREET AT NEVADA, STORY COUNTY, IN SEC. 9, T. 83 N.,
 NK0344'R. 22 W., OPPOSITE PAVEMENT STATION 494+75.0, 42 FEET NORTHWEST
 NK0344'OF THE NORTHWEST CORNER OF THE JAKE MYERS FARMHOUSE, 29 FEET
 NK0344'NORTHEAST OF A 16-INCH SCOTCH PINE TREE, 24.7 FEET SOUTH OF THE
 NK0344'CENTERLINE OF THE HIGHWAY, 8 FEET NORTH OF A FENCE, AND 1 FOOT
 NK0344'SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY
 NK0344'STANDARD DISK, STAMPED 85-117 AND SET IN THE TOP OF A CONCRETE
 NK0344'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0343 ***********************************************************************
 NK0343  DESIGNATION -  85 118
 NK0343  PID         -  NK0343
 NK0343  STATE/COUNTY-  IA/STORY
 NK0343  USGS QUAD   -  NEVADA (1975)
 NK0343
 NK0343                         *CURRENT SURVEY CONTROL
 NK0343  ___________________________________________________________________
 NK0343* NAD 83(1986)-  42 01 20.     (N)    093 24 01.     (W)     SCALED    
 NK0343* NAVD 88     -       307.076  (meters)    1007.47   (feet)  ADJUSTED  
 NK0343  ___________________________________________________________________
 NK0343  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 NK0343  DYNAMIC HT  -         306.959 (meters)    1007.08  (feet)  COMP
 NK0343  MODELED GRAV-     980,233.2   (mgal)                       NAVD 88
 NK0343
 NK0343  VERT ORDER  -  FIRST     CLASS II
 NK0343
 NK0343.The horizontal coordinates were scaled from a topographic map and have
 NK0343.an estimated accuracy of +/- 6 seconds.
 NK0343
 NK0343.The orthometric height was determined by differential leveling
 NK0343.and adjusted by the National Geodetic Survey in June 1991..
 NK0343
 NK0343.The geoid height was determined by GEOID03.
 NK0343
 NK0343.The dynamic height is computed by dividing the NAVD 88
 NK0343.geopotential number by the normal gravity value computed on the
 NK0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0343.degrees latitude (g = 980.6199 gals.).
 NK0343
 NK0343.The modeled gravity was interpolated from observed gravity values.
 NK0343
 NK0343;                    North         East    Units  Estimated Accuracy
 NK0343;SPC IA N     - 1,058,010.    1,508,260.      MT  (+/- 180 meters Scaled)
 NK0343
 NK0343                          SUPERSEDED SURVEY CONTROL
 NK0343
 NK0343  NGVD 29 (??/??/92)  307.038  (m)         1007.34   (f) ADJ UNCH    1 2
 NK0343
 NK0343.Superseded values are not recommended for survey control.
 NK0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0343.See file dsdata.txt to determine how the superseded data were derived.
 NK0343
 NK0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG668523(NAD 83)
 NK0343_MARKER: DD = SURVEY DISK
 NK0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0343_STAMPING: 85-118
 NK0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0343+STABILITY: SURFACE MOTION
 NK0343
 NK0343  HISTORY     - Date     Condition        Report By
 NK0343  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0343  HISTORY     - 1934     GOOD             IAGS
 NK0343
 NK0343                          STATION DESCRIPTION
 NK0343
 NK0343'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0343'2.7 MI E FROM NEVADA.
 NK0343'2.7 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 NK0343'MAIN STREET AT NEVADA, STORY COUNTY IN SEC. 10, T. 83 N.,
 NK0343'R. 22 W., OPPOSITE THE E.A. VINCENT FARMHOUSE, 164 FEET WEST OF
 NK0343'THE YARD FENCE EAST OF THE HOUSE, 92 FEET EAST OF A FENCE CORNER
 NK0343'SOUTH OF THE HIGHWAY, 19.5 FEET SOUTH OF THE CENTERLINE OF THE
 NK0343'HIGHWAY, AND 1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.
 NK0343'A STATE SURVEY STANDARD DISK, STAMPED 85-118 AND SET IN THE
 NK0343'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0342 ***********************************************************************
 NK0342  DESIGNATION -  85 119
 NK0342  PID         -  NK0342
 NK0342  STATE/COUNTY-  IA/STORY
 NK0342  USGS QUAD   -  NEVADA (1975)
 NK0342
 NK0342                         *CURRENT SURVEY CONTROL
 NK0342  ___________________________________________________________________
 NK0342* NAD 83(1986)-  42 01 21.     (N)    093 22 31.     (W)     SCALED    
 NK0342* NAVD 88     -       308.019  (meters)    1010.56   (feet)  ADJUSTED  
 NK0342  ___________________________________________________________________
 NK0342  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 NK0342  DYNAMIC HT  -         307.901 (meters)    1010.17  (feet)  COMP
 NK0342  MODELED GRAV-     980,230.4   (mgal)                       NAVD 88
 NK0342
 NK0342  VERT ORDER  -  FIRST     CLASS II
 NK0342
 NK0342.The horizontal coordinates were scaled from a topographic map and have
 NK0342.an estimated accuracy of +/- 6 seconds.
 NK0342
 NK0342.The orthometric height was determined by differential leveling
 NK0342.and adjusted by the National Geodetic Survey in June 1991..
 NK0342
 NK0342.The geoid height was determined by GEOID03.
 NK0342
 NK0342.The dynamic height is computed by dividing the NAVD 88
 NK0342.geopotential number by the normal gravity value computed on the
 NK0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0342.degrees latitude (g = 980.6199 gals.).
 NK0342
 NK0342.The modeled gravity was interpolated from observed gravity values.
 NK0342
 NK0342;                    North         East    Units  Estimated Accuracy
 NK0342;SPC IA N     - 1,058,050.    1,510,330.      MT  (+/- 180 meters Scaled)
 NK0342
 NK0342                          SUPERSEDED SURVEY CONTROL
 NK0342
 NK0342  NGVD 29 (??/??/92)  307.982  (m)         1010.44   (f) ADJ UNCH    1 2
 NK0342
 NK0342.Superseded values are not recommended for survey control.
 NK0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0342.See file dsdata.txt to determine how the superseded data were derived.
 NK0342
 NK0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG689523(NAD 83)
 NK0342_MARKER: DD = SURVEY DISK
 NK0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0342_STAMPING: 85-119
 NK0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0342+STABILITY: SURFACE MOTION
 NK0342
 NK0342  HISTORY     - Date     Condition        Report By
 NK0342  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0342  HISTORY     - 1934     GOOD             IAGS
 NK0342
 NK0342                          STATION DESCRIPTION
 NK0342
 NK0342'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0342'3.7 MI W FROM COLO.
 NK0342'3.7 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 NK0342'U.S. HIGHWAY 65 AT COLO STORY COUNTY, IN SEC. 2, T 83 N.,
 NK0342'R. 22 W., OPPOSITE PAVEMENT STATION 600+49.0, 84 FEET SOUTHWEST
 NK0342'OF A 15-INCH ELM TREE, 52 FEET SOUTHEAST OF A 15-INCH BLACK-OAK
 NK0342'TREE, 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1
 NK0342'FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY
 NK0342'STANDARD DISK, STAMPED 85-119 AND SET IN THE TOP OF A CONCRETE
 NK0342'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0341 ***********************************************************************
 NK0341  DESIGNATION -  85 120
 NK0341  PID         -  NK0341
 NK0341  STATE/COUNTY-  IA/STORY
 NK0341  USGS QUAD   -  COLO (1975)
 NK0341
 NK0341                         *CURRENT SURVEY CONTROL
 NK0341  ___________________________________________________________________
 NK0341* NAD 83(1986)-  42 01 21.     (N)    093 22 04.     (W)     SCALED    
 NK0341* NAVD 88     -       307.618  (meters)    1009.24   (feet)  ADJUSTED  
 NK0341  ___________________________________________________________________
 NK0341  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 NK0341  DYNAMIC HT  -         307.500 (meters)    1008.86  (feet)  COMP
 NK0341  MODELED GRAV-     980,229.6   (mgal)                       NAVD 88
 NK0341
 NK0341  VERT ORDER  -  FIRST     CLASS II
 NK0341
 NK0341.The horizontal coordinates were scaled from a topographic map and have
 NK0341.an estimated accuracy of +/- 6 seconds.
 NK0341
 NK0341.The orthometric height was determined by differential leveling
 NK0341.and adjusted by the National Geodetic Survey in June 1991..
 NK0341
 NK0341.The geoid height was determined by GEOID03.
 NK0341
 NK0341.The dynamic height is computed by dividing the NAVD 88
 NK0341.geopotential number by the normal gravity value computed on the
 NK0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0341.degrees latitude (g = 980.6199 gals.).
 NK0341
 NK0341.The modeled gravity was interpolated from observed gravity values.
 NK0341
 NK0341;                    North         East    Units  Estimated Accuracy
 NK0341;SPC IA N     - 1,058,050.    1,510,950.      MT  (+/- 180 meters Scaled)
 NK0341
 NK0341                          SUPERSEDED SURVEY CONTROL
 NK0341
 NK0341  NGVD 29 (??/??/92)  307.582  (m)         1009.13   (f) ADJ UNCH    1 2
 NK0341
 NK0341.Superseded values are not recommended for survey control.
 NK0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0341.See file dsdata.txt to determine how the superseded data were derived.
 NK0341
 NK0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG695523(NAD 83)
 NK0341_MARKER: DD = SURVEY DISK
 NK0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0341_STAMPING: 85-120
 NK0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0341+STABILITY: SURFACE MOTION
 NK0341
 NK0341  HISTORY     - Date     Condition        Report By
 NK0341  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0341  HISTORY     - 1934     GOOD             IAGS
 NK0341
 NK0341                          STATION DESCRIPTION
 NK0341
 NK0341'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0341'3 MI W FROM COLO.
 NK0341'3.0 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 NK0341'U.S. HIGHWAY 65 AT COLO, STORY COUNTY, IN SEC. 2, T. 83 N.,
 NK0341'R. 22 W., OPPOSITE PAVEMENT STATION 636+46.0, 94 FEET SOUTHWEST
 NK0341'OF THE SOUTHWEST CORNER OF A SCHOOLHOUSE, 54 FEET SOUTHEAST
 NK0341'OF POLE 6, 30 FEET SOUTHEAST OF A FENCE CORNER, 40.5 FEET NORTH
 NK0341'OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTH OF A WHITE
 NK0341'WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0341'85-120 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0322 ***********************************************************************
 NK0322  DESIGNATION -  85 127
 NK0322  PID         -  NK0322
 NK0322  STATE/COUNTY-  IA/STORY
 NK0322  USGS QUAD   -  COLO (1975)
 NK0322
 NK0322                         *CURRENT SURVEY CONTROL
 NK0322  ___________________________________________________________________
 NK0322* NAD 83(1986)-  42 01 21.     (N)    093 17 41.     (W)     SCALED    
 NK0322* NAVD 88     -       326.510  (meters)    1071.22   (feet)  ADJUSTED  
 NK0322  ___________________________________________________________________
 NK0322  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 NK0322  DYNAMIC HT  -         326.382 (meters)    1070.80  (feet)  COMP
 NK0322  MODELED GRAV-     980,223.3   (mgal)                       NAVD 88
 NK0322
 NK0322  VERT ORDER  -  FIRST     CLASS II
 NK0322
 NK0322.The horizontal coordinates were scaled from a topographic map and have
 NK0322.an estimated accuracy of +/- 6 seconds.
 NK0322
 NK0322.The orthometric height was determined by differential leveling
 NK0322.and adjusted by the National Geodetic Survey in June 1991..
 NK0322.WARNING-Repeat measurements at this control monument indicate possible
 NK0322.vertical movement.
 NK0322
 NK0322.The geoid height was determined by GEOID03.
 NK0322
 NK0322.The dynamic height is computed by dividing the NAVD 88
 NK0322.geopotential number by the normal gravity value computed on the
 NK0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0322.degrees latitude (g = 980.6199 gals.).
 NK0322
 NK0322.The modeled gravity was interpolated from observed gravity values.
 NK0322
 NK0322;                    North         East    Units  Estimated Accuracy
 NK0322;SPC IA N     - 1,058,060.    1,517,000.      MT  (+/- 180 meters Scaled)
 NK0322
 NK0322                          SUPERSEDED SURVEY CONTROL
 NK0322
 NK0322  NGVD 29 (??/??/92)  326.477  (m)         1071.12   (f) ADJ UNCH    1 2
 NK0322
 NK0322.Superseded values are not recommended for survey control.
 NK0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0322.See file dsdata.txt to determine how the superseded data were derived.
 NK0322
 NK0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG756523(NAD 83)
 NK0322_MARKER: DD = SURVEY DISK
 NK0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0322_STAMPING: 85-127
 NK0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0322+STABILITY: SURFACE MOTION
 NK0322
 NK0322  HISTORY     - Date     Condition        Report By
 NK0322  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0322  HISTORY     - 1934     GOOD             IAGS
 NK0322  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0322
 NK0322                          STATION DESCRIPTION
 NK0322
 NK0322'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0322'0.8 MI E FROM COLO.
 NK0322'3/4 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 NK0322'U.S. HIGHWAY 65 AT COLO, STORY COUNTY, IN SEC. 4, T. 83 N.,
 NK0322'R. 21 W., 75 FEET WEST OF THE CENTERLINE OF A DRIVE LEADING
 NK0322'TO THE W.M. HARDING FARMHOUSE, 18.5 FEET SOUTHWEST OF AN 18-INCH
 NK0322'SYCAMORE TREE, 6 FEET SOUTHEAST OF ANOTHER 18-INCH SYCAMORE
 NK0322'TREE, 18 FEET NORTH OF THE NORTH EDGE OF THE PAVEMENT, AND
 NK0322'3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD
 NK0322'DISK, STAMPED 85-127 AND SET IN THE TOP OF A CONCRETE POST.
 NK0322
 NK0322                          STATION RECOVERY (1975)
 NK0322
 NK0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0324 ***********************************************************************
 NK0324  DESIGNATION -  85 129
 NK0324  PID         -  NK0324
 NK0324  STATE/COUNTY-  IA/STORY
 NK0324  USGS QUAD   -  COLO (1975)
 NK0324
 NK0324                         *CURRENT SURVEY CONTROL
 NK0324  ___________________________________________________________________
 NK0324* NAD 83(1986)-  42 01 21.     (N)    093 15 20.     (W)     SCALED    
 NK0324* NAVD 88     -       329.888  (meters)    1082.31   (feet)  ADJUSTED  
 NK0324  ___________________________________________________________________
 NK0324  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 NK0324  DYNAMIC HT  -         329.758 (meters)    1081.88  (feet)  COMP
 NK0324  MODELED GRAV-     980,220.9   (mgal)                       NAVD 88
 NK0324
 NK0324  VERT ORDER  -  FIRST     CLASS II
 NK0324
 NK0324.The horizontal coordinates were scaled from a topographic map and have
 NK0324.an estimated accuracy of +/- 6 seconds.
 NK0324
 NK0324.The orthometric height was determined by differential leveling
 NK0324.and adjusted by the National Geodetic Survey in June 1991..
 NK0324
 NK0324.The geoid height was determined by GEOID03.
 NK0324
 NK0324.The dynamic height is computed by dividing the NAVD 88
 NK0324.geopotential number by the normal gravity value computed on the
 NK0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0324.degrees latitude (g = 980.6199 gals.).
 NK0324
 NK0324.The modeled gravity was interpolated from observed gravity values.
 NK0324
 NK0324;                    North         East    Units  Estimated Accuracy
 NK0324;SPC IA N     - 1,058,070.    1,520,250.      MT  (+/- 180 meters Scaled)
 NK0324
 NK0324                          SUPERSEDED SURVEY CONTROL
 NK0324
 NK0324  NGVD 29 (??/??/92)  329.851  (m)         1082.19   (f) ADJ UNCH    1 2
 NK0324
 NK0324.Superseded values are not recommended for survey control.
 NK0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0324.See file dsdata.txt to determine how the superseded data were derived.
 NK0324
 NK0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG788523(NAD 83)
 NK0324_MARKER: DD = SURVEY DISK
 NK0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0324_STAMPING: 85-129
 NK0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0324+STABILITY: SURFACE MOTION
 NK0324
 NK0324  HISTORY     - Date     Condition        Report By
 NK0324  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0324  HISTORY     - 1934     GOOD             IAGS
 NK0324  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0324
 NK0324                          STATION DESCRIPTION
 NK0324
 NK0324'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0324'2.7 MI E FROM COLO.
 NK0324'2.7 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 NK0324'U.S. HIGHWAY 65 AT COLO, STORY COUNTY, IN SEC. 2, T. 83 N.,
 NK0324'R. 21 W., OPPOSITE PAVEMENT STATION 934+19.5, 18.5 FEET NORTH
 NK0324'OF THE NORTH EDGE OF THE PAVEMENT, 37 FEET SOUTH OF THE NORTH
 NK0324'RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 NK0324'POST.  A STATE SURVEY STANDARD DISK, STAMPED 85-129 AND SET IN
 NK0324'THE TOP OF A CONCRETE POST.
 NK0324
 NK0324                          STATION RECOVERY (1975)
 NK0324
 NK0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0325 ***********************************************************************
 NK0325  DESIGNATION -  85 130
 NK0325  PID         -  NK0325
 NK0325  STATE/COUNTY-  IA/STORY
 NK0325  USGS QUAD   -  STATE CENTER (1976)
 NK0325
 NK0325                         *CURRENT SURVEY CONTROL
 NK0325  ___________________________________________________________________
 NK0325* NAD 83(1986)-  42 01 19.     (N)    093 14 26.     (W)     SCALED    
 NK0325* NAVD 88     -       333.924  (meters)    1095.55   (feet)  ADJUSTED  
 NK0325  ___________________________________________________________________
 NK0325  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 NK0325  DYNAMIC HT  -         333.793 (meters)    1095.12  (feet)  COMP
 NK0325  MODELED GRAV-     980,220.1   (mgal)                       NAVD 88
 NK0325
 NK0325  VERT ORDER  -  FIRST     CLASS II
 NK0325
 NK0325.The horizontal coordinates were scaled from a topographic map and have
 NK0325.an estimated accuracy of +/- 6 seconds.
 NK0325
 NK0325.The orthometric height was determined by differential leveling
 NK0325.and adjusted by the National Geodetic Survey in June 1991..
 NK0325
 NK0325.The geoid height was determined by GEOID03.
 NK0325
 NK0325.The dynamic height is computed by dividing the NAVD 88
 NK0325.geopotential number by the normal gravity value computed on the
 NK0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0325.degrees latitude (g = 980.6199 gals.).
 NK0325
 NK0325.The modeled gravity was interpolated from observed gravity values.
 NK0325
 NK0325;                    North         East    Units  Estimated Accuracy
 NK0325;SPC IA N     - 1,058,010.    1,521,490.      MT  (+/- 180 meters Scaled)
 NK0325
 NK0325                          SUPERSEDED SURVEY CONTROL
 NK0325
 NK0325  NGVD 29 (??/??/92)  333.887  (m)         1095.43   (f) ADJ UNCH    1 2
 NK0325
 NK0325.Superseded values are not recommended for survey control.
 NK0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0325.See file dsdata.txt to determine how the superseded data were derived.
 NK0325
 NK0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG800522(NAD 83)
 NK0325_MARKER: DD = SURVEY DISK
 NK0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0325_STAMPING: 85-130
 NK0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0325+STABILITY: SURFACE MOTION
 NK0325
 NK0325  HISTORY     - Date     Condition        Report By
 NK0325  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0325  HISTORY     - 1934     GOOD             IAGS
 NK0325  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0325
 NK0325                          STATION DESCRIPTION
 NK0325
 NK0325'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0325'3.5 MI E FROM COLO.
 NK0325'3-1/2 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION
 NK0325'OF U.S. HIGHWAY 65 AT COLO, STORY COUNTY, IN SEC. 1, T. 83 N.,
 NK0325'R. 21 W., 125 FEET WEST OF THE DRIVE LEADING TO THE G.W. GREINER
 NK0325'HOUSE, OPPOSITE PAVEMENT STATION 976+41, 17.5 FEET SOUTH OF THE
 NK0325'SOUTH EDGE OF THE PAVEMENT, 7 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 NK0325'FENCE, AND 1 FOOT SOUTH-SOUTHEAST OF A WHITE WOODEN WITNESS
 NK0325'POST.  A STATE SURVEY STANDARD DISK, STAMPED 85-130 AND SET IN
 NK0325'THE TOP OF A CONCRETE POST.
 NK0325
 NK0325                          STATION RECOVERY (1975)
 NK0325
 NK0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0333 ***********************************************************************
 MH0333  DESIGNATION -  85 190
 MH0333  PID         -  MH0333
 MH0333  STATE/COUNTY-  IA/STORY
 MH0333  USGS QUAD   -  HUXLEY (1975)
 MH0333
 MH0333                         *CURRENT SURVEY CONTROL
 MH0333  ___________________________________________________________________
 MH0333* NAD 83(1986)-  41 52 39.     (N)    093 36 01.     (W)     SCALED    
 MH0333* NAVD 88     -       312.839  (meters)    1026.37   (feet)  ADJUSTED  
 MH0333  ___________________________________________________________________
 MH0333  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 MH0333  DYNAMIC HT  -         312.711 (meters)    1025.95  (feet)  COMP
 MH0333  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 MH0333
 MH0333  VERT ORDER  -  FIRST     CLASS II
 MH0333
 MH0333.The horizontal coordinates were scaled from a topographic map and have
 MH0333.an estimated accuracy of +/- 6 seconds.
 MH0333
 MH0333.The orthometric height was determined by differential leveling
 MH0333.and adjusted by the National Geodetic Survey in June 1991..
 MH0333
 MH0333.The geoid height was determined by GEOID03.
 MH0333
 MH0333.The dynamic height is computed by dividing the NAVD 88
 MH0333.geopotential number by the normal gravity value computed on the
 MH0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0333.degrees latitude (g = 980.6199 gals.).
 MH0333
 MH0333.The modeled gravity was interpolated from observed gravity values.
 MH0333
 MH0333;                    North         East    Units  Estimated Accuracy
 MH0333;SPC IA N     - 1,041,940.    1,491,680.      MT  (+/- 180 meters Scaled)
 MH0333
 MH0333                          SUPERSEDED SURVEY CONTROL
 MH0333
 MH0333  NGVD 29 (??/??/92)  312.791  (m)         1026.22   (f) ADJ UNCH    1 2
 MH0333
 MH0333.Superseded values are not recommended for survey control.
 MH0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0333.See file dsdata.txt to determine how the superseded data were derived.
 MH0333
 MH0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG501363(NAD 83)
 MH0333_MARKER: DD = SURVEY DISK
 MH0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0333_STAMPING: 85-190
 MH0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0333+STABILITY: SURFACE MOTION
 MH0333
 MH0333  HISTORY     - Date     Condition        Report By
 MH0333  HISTORY     - UNK      MONUMENTED       IAGS
 MH0333  HISTORY     - 1935     GOOD             IAGS
 MH0333  HISTORY     - 1975     MARK NOT FOUND   NGS
 MH0333  HISTORY     - 1979     MARK NOT FOUND   NGS
 MH0333
 MH0333                          STATION DESCRIPTION
 MH0333
 MH0333'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0333'1 MI S FROM HUXLEY.
 MH0333'1 MILE SOUTH ALONG U.S. HIGHWAY 69 FROM THE ROAD INTERSECTION
 MH0333'AT HUXLEY, STORY COUNTY, AT THE SOUTHWEST CORNER OF SECTION
 MH0333'25 T 82 N., R 24 W., AT THE NORTHEAST CORNER OF THE INTERSECTION
 MH0333'OF STATE HIGHWAY 210, 83.9 FEET NORTHWEST OF A POWER LINE POLE
 MH0333'IN THE SOUTHEAST CORNER OF THE INTERSECTION, 30.4 FEET EAST OF
 MH0333'THE CENTERLINE OF THE HIGHWAY, 4.65 FEET SOUTHWEST OF A
 MH0333'CORRUGATED-IRON POST AT THE SOUTHWEST CORNER OF A CEMETERY,
 MH0333'2.3 FEET SOUTH OF TOLL-LINE POLE 800, AND NEAR A WHITE WOODEN
 MH0333'WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED 85-190 AND
 MH0333'SET IN THE TOP OF A CONCRETE POST.
 MH0333
 MH0333                          STATION RECOVERY (1975)
 MH0333
 MH0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MH0333'MARK NOT FOUND.
 MH0333
 MH0333                          STATION RECOVERY (1979)
 MH0333
 MH0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MH0333'MEASUREMENTS FROM THE HIGHWAY PLACE THE MARK IN A DRAINAGE DITCH.
 MH0333'MEASUREMENTS FROM EXISTING POWER POLES WOULD NOT INTERSECT. THE COR-
 MH0333'RUGATED IRON POST IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0331 ***********************************************************************
 MH0331  DESIGNATION -  85 194
 MH0331  PID         -  MH0331
 MH0331  STATE/COUNTY-  IA/STORY
 MH0331  USGS QUAD   -  HUXLEY (1975)
 MH0331
 MH0331                         *CURRENT SURVEY CONTROL
 MH0331  ___________________________________________________________________
 MH0331* NAD 83(1986)-  41 53 48.     (N)    093 36 03.     (W)     SCALED    
 MH0331* NAVD 88     -       311.418  (meters)    1021.71   (feet)  ADJUSTED  
 MH0331  ___________________________________________________________________
 MH0331  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 MH0331  DYNAMIC HT  -         311.292 (meters)    1021.30  (feet)  COMP
 MH0331  MODELED GRAV-     980,209.2   (mgal)                       NAVD 88
 MH0331
 MH0331  VERT ORDER  -  FIRST     CLASS II
 MH0331
 MH0331.The horizontal coordinates were scaled from a topographic map and have
 MH0331.an estimated accuracy of +/- 6 seconds.
 MH0331
 MH0331.The orthometric height was determined by differential leveling
 MH0331.and adjusted by the National Geodetic Survey in June 1991..
 MH0331
 MH0331.The geoid height was determined by GEOID03.
 MH0331
 MH0331.The dynamic height is computed by dividing the NAVD 88
 MH0331.geopotential number by the normal gravity value computed on the
 MH0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0331.degrees latitude (g = 980.6199 gals.).
 MH0331
 MH0331.The modeled gravity was interpolated from observed gravity values.
 MH0331
 MH0331;                    North         East    Units  Estimated Accuracy
 MH0331;SPC IA N     - 1,044,070.    1,491,630.      MT  (+/- 180 meters Scaled)
 MH0331
 MH0331                          SUPERSEDED SURVEY CONTROL
 MH0331
 MH0331  NGVD 29 (??/??/92)  311.371  (m)         1021.56   (f) ADJ UNCH    1 2
 MH0331
 MH0331.Superseded values are not recommended for survey control.
 MH0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0331.See file dsdata.txt to determine how the superseded data were derived.
 MH0331
 MH0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG501384(NAD 83)
 MH0331_MARKER: DB = BENCH MARK DISK
 MH0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0331+STABILITY: SURFACE MOTION
 MH0331
 MH0331  HISTORY     - Date     Condition        Report By
 MH0331  HISTORY     - UNK      MONUMENTED       IAGS
 MH0331  HISTORY     - 1935     GOOD             IAGS
 MH0331  HISTORY     - 1975     MARK NOT FOUND   NGS
 MH0331
 MH0331                          STATION DESCRIPTION
 MH0331
 MH0331'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0331'1 MI N FROM HUXLEY.
 MH0331'1 MI. N. OF PAVEMENT NEAR HUXLEY ON W. SIDE OF GRAVEL ROAD
 MH0331'LEADING N. OUT OF HUXLEY ON THE E. LINE OF SEC. 23 T82N R24W.
 MH0331'MARKED BY A 2 IN POST, 1.5 MI N. OF MONUMENT, BRANDED USBM ON
 MH0331'2 SIDES.  40.3 FT E OF CENTER OF SLAB 33.8 FT NE OF SLAB STA.
 MH0331'122 + .00 FT 42.5 FT SW OF SW COR. OF MRS. RANDY LARSONS HOUSE.
 MH0331
 MH0331                          STATION RECOVERY (1975)
 MH0331
 MH0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MH0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0332 ***********************************************************************
 MH0332  DESIGNATION -  85 194 RESET
 MH0332  PID         -  MH0332
 MH0332  STATE/COUNTY-  IA/STORY
 MH0332  USGS QUAD   -  HUXLEY (1975)
 MH0332
 MH0332                         *CURRENT SURVEY CONTROL
 MH0332  ___________________________________________________________________
 MH0332* NAD 83(1986)-  41 53 48.     (N)    093 36 03.     (W)     SCALED    
 MH0332* NAVD 88     -       311.42   (+/-2cm)    1021.7    (feet)  VERTCON   
 MH0332  ___________________________________________________________________
 MH0332  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 MH0332
 MH0332  VERT ORDER  -  ? (See Below)
 MH0332
 MH0332.The horizontal coordinates were scaled from a topographic map and have
 MH0332.an estimated accuracy of +/- 6 seconds.
 MH0332
 MH0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0332.The vertical order pertains to the NGVD 29 superseded value.
 MH0332
 MH0332.The geoid height was determined by GEOID03.
 MH0332
 MH0332;                    North         East    Units  Estimated Accuracy
 MH0332;SPC IA N     - 1,044,070.    1,491,630.      MT  (+/- 180 meters Scaled)
 MH0332
 MH0332                          SUPERSEDED SURVEY CONTROL
 MH0332
 MH0332  NGVD 29 (??/??/92)  311.371  (m)         1021.56   (f) ADJ UNCH    ?  
 MH0332
 MH0332.Superseded values are not recommended for survey control.
 MH0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0332.See file dsdata.txt to determine how the superseded data were derived.
 MH0332
 MH0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG501384(NAD 83)
 MH0332_MARKER: DD = SURVEY DISK
 MH0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0332_STAMPING: 85-194
 MH0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0332+STABILITY: SURFACE MOTION
 MH0332
 MH0332  HISTORY     - Date     Condition        Report By
 MH0332  HISTORY     - UNK      MONUMENTED       IAGS
 MH0332  HISTORY     - 1935     GOOD             IAGS
 MH0332
 MH0332                          STATION DESCRIPTION
 MH0332
 MH0332'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0332'AT HUXLEY.
 MH0332'AT HUXLEY, STORY COUNTY, ON A GRAVEL ROAD LEADING NORTH ALONG
 MH0332'THE EAST LINE OF SECTION 23 T 82 N, R 24 W., 0.1 MILE NORTH OF
 MH0332'THE JUNCTION OF U.S. HIGHWAY 69, 42.5 FEET SOUTHWEST OF THE
 MH0332'SOUTHWEST CORNER OF THE MRS. RANDY LARSON HOUSE, 33.8 FEET
 MH0332'NORTHEAST OF HIGHWAY STATION 122+00, 40.3 FEET EAST OF THE
 MH0332'CENTERLINE OF THE SLAB, AND 1.5 FEET SOUTH OF A WHITE WOODEN
 MH0332'WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED 85-194 AND
 MH0332'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0330 ***********************************************************************
 MH0330  DESIGNATION -  85 195
 MH0330  PID         -  MH0330
 MH0330  STATE/COUNTY-  IA/STORY
 MH0330  USGS QUAD   -  HUXLEY (1975)
 MH0330
 MH0330                         *CURRENT SURVEY CONTROL
 MH0330  ___________________________________________________________________
 MH0330* NAD 83(1986)-  41 53 46.     (N)    093 36 36.     (W)     SCALED    
 MH0330* NAVD 88     -       316.860  (meters)    1039.56   (feet)  ADJUSTED  
 MH0330  ___________________________________________________________________
 MH0330  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 MH0330  DYNAMIC HT  -         316.731 (meters)    1039.14  (feet)  COMP
 MH0330  MODELED GRAV-     980,209.3   (mgal)                       NAVD 88
 MH0330
 MH0330  VERT ORDER  -  FIRST     CLASS II
 MH0330
 MH0330.The horizontal coordinates were scaled from a topographic map and have
 MH0330.an estimated accuracy of +/- 6 seconds.
 MH0330
 MH0330.The orthometric height was determined by differential leveling
 MH0330.and adjusted by the National Geodetic Survey in June 1991..
 MH0330
 MH0330.The geoid height was determined by GEOID03.
 MH0330
 MH0330.The dynamic height is computed by dividing the NAVD 88
 MH0330.geopotential number by the normal gravity value computed on the
 MH0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0330.degrees latitude (g = 980.6199 gals.).
 MH0330
 MH0330.The modeled gravity was interpolated from observed gravity values.
 MH0330
 MH0330;                    North         East    Units  Estimated Accuracy
 MH0330;SPC IA N     - 1,044,010.    1,490,870.      MT  (+/- 180 meters Scaled)
 MH0330
 MH0330                          SUPERSEDED SURVEY CONTROL
 MH0330
 MH0330  NGVD 29 (??/??/92)  316.812  (m)         1039.41   (f) ADJ UNCH    1 2
 MH0330
 MH0330.Superseded values are not recommended for survey control.
 MH0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0330.See file dsdata.txt to determine how the superseded data were derived.
 MH0330
 MH0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG493384(NAD 83)
 MH0330_MARKER: DD = SURVEY DISK
 MH0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0330_STAMPING: 85-195
 MH0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0330+STABILITY: SURFACE MOTION
 MH0330
 MH0330  HISTORY     - Date     Condition        Report By
 MH0330  HISTORY     - UNK      MONUMENTED       IAGS
 MH0330  HISTORY     - 1935     GOOD             IAGS
 MH0330  HISTORY     - 1975     MARK NOT FOUND   NGS
 MH0330  HISTORY     - 1979     MARK NOT FOUND   NGS
 MH0330
 MH0330                          STATION DESCRIPTION
 MH0330
 MH0330'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0330'AT HUXLEY.
 MH0330'AT HUXLEY, STORY COUNTY, ON A GRAVEL ROAD LEADING NORTH ALONG
 MH0330'THE NORTH-AND-SOUTH QUARTER-SECTION LINE OF SECTION 23, T 82 N,
 MH0330'R 24 W., 571 FEET NORTH OF A CONCRETE CORNER POST AT THE WEST
 MH0330'END OF THE NORTH FENCE OF A ROAD LEADING PAST THE NORTH SIDE OF
 MH0330'THE HUXLEY SCHOOL, 119.8 FEET SOUTHEAST OF THE TWELFTH LIGHT
 MH0330'POLE NORTH OF THE FORT DODGE, DES MOINES AND SOUTHERN RAILROAD
 MH0330'STATION, 60 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 18.7
 MH0330'FEET SOUTH OF THE NEAR POINT OF A LARGE GRANITE BOULDER WITH AN
 MH0330'ARROW ON TOP AND LETTERED U.S.B.M. ON THE WEST SIDE.  A STATE
 MH0330'SURVEY STANDARD DISK, STAMPED 85-195 AND SET IN THE TOP OF A
 MH0330'CONCRETE POST.
 MH0330
 MH0330                          STATION RECOVERY (1975)
 MH0330
 MH0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MH0330'MARK NOT FOUND.
 MH0330
 MH0330                          STATION RECOVERY (1979)
 MH0330
 MH0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MH0330'THE OLD RAILROAD STATION IS GONE AND NO EVIDENCE OF THE GRANITE
 MH0330'BOULDER WAS FOUND, HOWEVER THE OLD CONCRETE CORNER POST IS STILL
 MH0330'THERE. THE SITE OF THE MARK IS NOW AT BLEACHERS AT A SCHOOL ATHLETIC
 MH0330'FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0329 ***********************************************************************
 MH0329  DESIGNATION -  85 196
 MH0329  PID         -  MH0329
 MH0329  STATE/COUNTY-  IA/STORY
 MH0329  USGS QUAD   -  HUXLEY (1975)
 MH0329
 MH0329                         *CURRENT SURVEY CONTROL
 MH0329  ___________________________________________________________________
 MH0329* NAD 83(1986)-  41 54 32.     (N)    093 36 39.     (W)     SCALED    
 MH0329* NAVD 88     -       304.738  (meters)     999.79   (feet)  ADJUSTED  
 MH0329  ___________________________________________________________________
 MH0329  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 MH0329  DYNAMIC HT  -         304.615 (meters)     999.39  (feet)  COMP
 MH0329  MODELED GRAV-     980,212.2   (mgal)                       NAVD 88
 MH0329
 MH0329  VERT ORDER  -  FIRST     CLASS II
 MH0329
 MH0329.The horizontal coordinates were scaled from a topographic map and have
 MH0329.an estimated accuracy of +/- 6 seconds.
 MH0329
 MH0329.The orthometric height was determined by differential leveling
 MH0329.and adjusted by the National Geodetic Survey in June 1991..
 MH0329
 MH0329.The geoid height was determined by GEOID03.
 MH0329
 MH0329.The dynamic height is computed by dividing the NAVD 88
 MH0329.geopotential number by the normal gravity value computed on the
 MH0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0329.degrees latitude (g = 980.6199 gals.).
 MH0329
 MH0329.The modeled gravity was interpolated from observed gravity values.
 MH0329
 MH0329;                    North         East    Units  Estimated Accuracy
 MH0329;SPC IA N     - 1,045,420.    1,490,800.      MT  (+/- 180 meters Scaled)
 MH0329
 MH0329                          SUPERSEDED SURVEY CONTROL
 MH0329
 MH0329  NGVD 29 (??/??/92)  304.690  (m)          999.64   (f) ADJ UNCH    1 2
 MH0329
 MH0329.Superseded values are not recommended for survey control.
 MH0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0329.See file dsdata.txt to determine how the superseded data were derived.
 MH0329
 MH0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG493398(NAD 83)
 MH0329_MARKER: DD = SURVEY DISK
 MH0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0329_STAMPING: 85-196
 MH0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0329+STABILITY: SURFACE MOTION
 MH0329
 MH0329  HISTORY     - Date     Condition        Report By
 MH0329  HISTORY     - UNK      MONUMENTED       IAGS
 MH0329  HISTORY     - 1935     GOOD             IAGS
 MH0329  HISTORY     - 1975     MARK NOT FOUND   NGS
 MH0329  HISTORY     - 1979     MARK NOT FOUND   NGS
 MH0329
 MH0329                          STATION DESCRIPTION
 MH0329
 MH0329'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0329'1 MI N FROM HUXLEY.
 MH0329'1 MILE NORTH ALONG U.S. HIGHWAY 69 FROM THE ROAD INTERSECTION AT
 MH0329'HUXLEY, STORY COUNTY, NEAR THE NORTHEAST CORNER OF THE NORTHWEST
 MH0329'QUARTER OF SECTION 23 T 82 N, R 24 W., AT THE NORTH LINE OF THE
 MH0329'SECTION, 203 FEET SOUTH OF THE LINE OF THE SOUTH FENCE OF A
 MH0329'ROAD LEADING EAST, OPPOSITE A POINT 94.5 FEET NORTH OF HIGHWAY
 MH0329'STATION 179, 27 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 MH0329'9.8 FEET EAST OF THE WEST FENCE.  A STATE SURVEY STANDARD DISK,
 MH0329'STAMPED 85-196 AND SET IN THE TOP OF A CONCRETE POST.
 MH0329
 MH0329                          STATION RECOVERY (1975)
 MH0329
 MH0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MH0329'MARK NOT FOUND.
 MH0329
 MH0329                          STATION RECOVERY (1979)
 MH0329
 MH0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MH0329'MEASUREMENTS PLACE THE MARK ON THE EXISTING ROAD SHOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0328 ***********************************************************************
 MH0328  DESIGNATION -  85 197
 MH0328  PID         -  MH0328
 MH0328  STATE/COUNTY-  IA/STORY
 MH0328  USGS QUAD   -  HUXLEY (1975)
 MH0328
 MH0328                         *CURRENT SURVEY CONTROL
 MH0328  ___________________________________________________________________
 MH0328* NAD 83(1986)-  41 55 48.     (N)    093 36 38.     (W)     SCALED    
 MH0328* NAVD 88     -       301.599  (meters)     989.50   (feet)  ADJUSTED  
 MH0328  ___________________________________________________________________
 MH0328  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 MH0328  DYNAMIC HT  -         301.480 (meters)     989.11  (feet)  COMP
 MH0328  MODELED GRAV-     980,217.6   (mgal)                       NAVD 88
 MH0328
 MH0328  VERT ORDER  -  FIRST     CLASS II
 MH0328
 MH0328.The horizontal coordinates were scaled from a topographic map and have
 MH0328.an estimated accuracy of +/- 6 seconds.
 MH0328
 MH0328.The orthometric height was determined by differential leveling
 MH0328.and adjusted by the National Geodetic Survey in June 1991..
 MH0328
 MH0328.The geoid height was determined by GEOID03.
 MH0328
 MH0328.The dynamic height is computed by dividing the NAVD 88
 MH0328.geopotential number by the normal gravity value computed on the
 MH0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0328.degrees latitude (g = 980.6199 gals.).
 MH0328
 MH0328.The modeled gravity was interpolated from observed gravity values.
 MH0328
 MH0328;                    North         East    Units  Estimated Accuracy
 MH0328;SPC IA N     - 1,047,770.    1,490,830.      MT  (+/- 180 meters Scaled)
 MH0328
 MH0328                          SUPERSEDED SURVEY CONTROL
 MH0328
 MH0328  NGVD 29 (??/??/92)  301.552  (m)          989.34   (f) ADJ UNCH    1 2
 MH0328
 MH0328.Superseded values are not recommended for survey control.
 MH0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0328.See file dsdata.txt to determine how the superseded data were derived.
 MH0328
 MH0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG493421(NAD 83)
 MH0328_MARKER: DD = SURVEY DISK
 MH0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0328_STAMPING: 85-197
 MH0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0328+STABILITY: SURFACE MOTION
 MH0328
 MH0328  HISTORY     - Date     Condition        Report By
 MH0328  HISTORY     - UNK      MONUMENTED       IAGS
 MH0328  HISTORY     - 1935     GOOD             IAGS
 MH0328  HISTORY     - 1975     MARK NOT FOUND   NGS
 MH0328  HISTORY     - 1979     MARK NOT FOUND   NGS
 MH0328
 MH0328                          STATION DESCRIPTION
 MH0328
 MH0328'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0328'2.8 MI N FROM HUXLEY.
 MH0328'2-3/4 MILES NORTH ALONG U.S. HIGHWAY 69 FROM THE ROAD
 MH0328'INTERSECTION AT HUXLEY, STORY COUNTY, NEAR THE EAST QUARTER
 MH0328'CORNER OF THE NORTHWEST QUARTER OF SECTION 11 T 82 N, R 24 W.,
 MH0328'OPPOSITE A POINT 51.5 FEET NORTH OF HIGHWAY STATION 254, 41.6
 MH0328'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 10.4 FEET EAST OF THE
 MH0328'WEST FENCE, AND NEAR A WHITE WOODEN WITNESS POST.  A STATE
 MH0328'SURVEY STANDARD DISK, STAMPED 85-197 AND SET IN THE TOP OF A
 MH0328'CONCRETE POST.
 MH0328
 MH0328                          STATION RECOVERY (1975)
 MH0328
 MH0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MH0328'MARK NOT FOUND.
 MH0328
 MH0328                          STATION RECOVERY (1979)
 MH0328
 MH0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MH0328'THERE IS A DEEP DITCH AT THE MARKS LOCATION NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0326 ***********************************************************************
 MH0326  DESIGNATION -  85 198
 MH0326  PID         -  MH0326
 MH0326  STATE/COUNTY-  IA/STORY
 MH0326  USGS QUAD   -  HUXLEY (1975)
 MH0326
 MH0326                         *CURRENT SURVEY CONTROL
 MH0326  ___________________________________________________________________
 MH0326* NAD 83(1986)-  41 56 46.     (N)    093 36 37.     (W)     SCALED    
 MH0326* NAVD 88     -       301.958  (meters)     990.67   (feet)  ADJUSTED  
 MH0326  ___________________________________________________________________
 MH0326  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 MH0326  DYNAMIC HT  -         301.840 (meters)     990.29  (feet)  COMP
 MH0326  MODELED GRAV-     980,222.6   (mgal)                       NAVD 88
 MH0326
 MH0326  VERT ORDER  -  FIRST     CLASS II
 MH0326
 MH0326.The horizontal coordinates were scaled from a topographic map and have
 MH0326.an estimated accuracy of +/- 6 seconds.
 MH0326
 MH0326.The orthometric height was determined by differential leveling
 MH0326.and adjusted by the National Geodetic Survey in June 1991..
 MH0326
 MH0326.The geoid height was determined by GEOID03.
 MH0326
 MH0326.The dynamic height is computed by dividing the NAVD 88
 MH0326.geopotential number by the normal gravity value computed on the
 MH0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0326.degrees latitude (g = 980.6199 gals.).
 MH0326
 MH0326.The modeled gravity was interpolated from observed gravity values.
 MH0326
 MH0326;                    North         East    Units  Estimated Accuracy
 MH0326;SPC IA N     - 1,049,560.    1,490,860.      MT  (+/- 180 meters Scaled)
 MH0326
 MH0326                          SUPERSEDED SURVEY CONTROL
 MH0326
 MH0326  NGVD 29 (??/??/92)  301.911  (m)          990.52   (f) ADJ UNCH    1 2
 MH0326
 MH0326.Superseded values are not recommended for survey control.
 MH0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0326.See file dsdata.txt to determine how the superseded data were derived.
 MH0326
 MH0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG494439(NAD 83)
 MH0326_MARKER: DD = SURVEY DISK
 MH0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0326_STAMPING: 85-198
 MH0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0326+STABILITY: SURFACE MOTION
 MH0326
 MH0326  HISTORY     - Date     Condition        Report By
 MH0326  HISTORY     - UNK      MONUMENTED       IAGS
 MH0326  HISTORY     - 1935     GOOD             IAGS
 MH0326  HISTORY     - 1975     MARK NOT FOUND   NGS
 MH0326  HISTORY     - 1979     MARK NOT FOUND   NGS
 MH0326
 MH0326                          STATION DESCRIPTION
 MH0326
 MH0326'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0326'5.4 MI S FROM AMES.
 MH0326'5.4 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE EAST JUNCTION OF
 MH0326'U.S. HIGHWAY 30 AT AMES, STORY COUNTY, IN SECTION 2 T 82 N.,
 MH0326'R 24 W., 1,160 FEET SOUTH OF THE INTERSECTION OF COUNTY ROAD K
 MH0326'LEADING WEST TO KELLEY, OPPOSITE A POINT 80.5 FEET NORTH OF
 MH0326'HIGHWAY STATION 310, 27.7 FEET WEST OF THE CENTERLINE OF THE
 MH0326'HIGHWAY, 6.1 FEET EAST OF THE WEST FENCE, AND NEAR A WHITE
 MH0326'WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED
 MH0326'85-198 AND SET IN THE TOP OF A CONCRETE POST.
 MH0326
 MH0326                          STATION RECOVERY (1975)
 MH0326
 MH0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MH0326'MARK NOT FOUND.
 MH0326
 MH0326                          STATION RECOVERY (1979)
 MH0326
 MH0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MH0326'MEASUREMENTS FROM THE HIGHWAY STATION 310 AND THE HIGHWAY PLACE THE
 MH0326'LOCATION OF THE MARK IN THE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0325 ***********************************************************************
 MH0325  DESIGNATION -  85 199
 MH0325  PID         -  MH0325
 MH0325  STATE/COUNTY-  IA/STORY
 MH0325  USGS QUAD   -  HUXLEY (1975)
 MH0325
 MH0325                         *CURRENT SURVEY CONTROL
 MH0325  ___________________________________________________________________
 MH0325* NAD 83(1986)-  41 57 16.     (N)    093 36 37.     (W)     SCALED    
 MH0325* NAVD 88     -       297.512  (meters)     976.09   (feet)  ADJUSTED  
 MH0325  ___________________________________________________________________
 MH0325  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 MH0325  DYNAMIC HT  -         297.396 (meters)     975.71  (feet)  COMP
 MH0325  MODELED GRAV-     980,226.2   (mgal)                       NAVD 88
 MH0325
 MH0325  VERT ORDER  -  FIRST     CLASS II
 MH0325
 MH0325.The horizontal coordinates were scaled from a topographic map and have
 MH0325.an estimated accuracy of +/- 6 seconds.
 MH0325
 MH0325.The orthometric height was determined by differential leveling
 MH0325.and adjusted by the National Geodetic Survey in June 1991..
 MH0325
 MH0325.The geoid height was determined by GEOID03.
 MH0325
 MH0325.The dynamic height is computed by dividing the NAVD 88
 MH0325.geopotential number by the normal gravity value computed on the
 MH0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0325.degrees latitude (g = 980.6199 gals.).
 MH0325
 MH0325.The modeled gravity was interpolated from observed gravity values.
 MH0325
 MH0325;                    North         East    Units  Estimated Accuracy
 MH0325;SPC IA N     - 1,050,480.    1,490,860.      MT  (+/- 180 meters Scaled)
 MH0325
 MH0325                          SUPERSEDED SURVEY CONTROL
 MH0325
 MH0325  NGVD 29 (??/??/92)  297.466  (m)          975.94   (f) ADJ UNCH    1 2
 MH0325
 MH0325.Superseded values are not recommended for survey control.
 MH0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0325.See file dsdata.txt to determine how the superseded data were derived.
 MH0325
 MH0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG494448(NAD 83)
 MH0325_MARKER: DD = SURVEY DISK
 MH0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0325_STAMPING: 85-199
 MH0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0325+STABILITY: SURFACE MOTION
 MH0325
 MH0325  HISTORY     - Date     Condition        Report By
 MH0325  HISTORY     - UNK      MONUMENTED       IAGS
 MH0325  HISTORY     - 1935     GOOD             IAGS
 MH0325  HISTORY     - 1975     MARK NOT FOUND   NGS
 MH0325  HISTORY     - 1979     MARK NOT FOUND   NGS
 MH0325
 MH0325                          STATION DESCRIPTION
 MH0325
 MH0325'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0325'4.8 MI S FROM AMES.
 MH0325'4.8 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE EAST JUNCTION OF
 MH0325'U.S. HIGHWAY 30 AT AMES, STORY COUNTY, NEAR THE EAST QUARTER
 MH0325'CORNER OF SECTION 35, T 83 N., R 24 W., 127.8 FEET NORTHEAST OF
 MH0325'THE NORTHEAST CORNER OF THE A.K. JOHNSON HOUSE, OPPOSITE A POINT
 MH0325'169.5 FEET SOUTH OF HIGHWAY STATION 342, 86.1 FEET SOUTH OF THE
 MH0325'NORTH CORNER POST OF A FARM DRIVE LEADING WEST, 30.4 FEET WEST
 MH0325'OF THE CENTERLINE OF THE HIGHWAY, AND NEAR A WHITE WOODEN
 MH0325'WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED 85-199 AND
 MH0325'SET IN THE TOP OF A CONCRETE POST.
 MH0325
 MH0325                          STATION RECOVERY (1975)
 MH0325
 MH0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MH0325'MARK NOT FOUND.
 MH0325
 MH0325                          STATION RECOVERY (1979)
 MH0325
 MH0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MH0325'MEASUREMENTS PLACE THE SITE IN A DITCH AT A ROAD CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0323 ***********************************************************************
 MH0323  DESIGNATION -  85 200
 MH0323  PID         -  MH0323
 MH0323  STATE/COUNTY-  IA/STORY
 MH0323  USGS QUAD   -  HUXLEY (1975)
 MH0323
 MH0323                         *CURRENT SURVEY CONTROL
 MH0323  ___________________________________________________________________
 MH0323* NAD 83(1986)-  41 58 05.     (N)    093 36 37.     (W)     SCALED    
 MH0323* NAVD 88     -       291.747  (meters)     957.17   (feet)  ADJUSTED  
 MH0323  ___________________________________________________________________
 MH0323  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 MH0323  DYNAMIC HT  -         291.636 (meters)     956.81  (feet)  COMP
 MH0323  MODELED GRAV-     980,233.7   (mgal)                       NAVD 88
 MH0323
 MH0323  VERT ORDER  -  FIRST     CLASS II
 MH0323
 MH0323.The horizontal coordinates were scaled from a topographic map and have
 MH0323.an estimated accuracy of +/- 6 seconds.
 MH0323
 MH0323.The orthometric height was determined by differential leveling
 MH0323.and adjusted by the National Geodetic Survey in June 1991..
 MH0323
 MH0323.The geoid height was determined by GEOID03.
 MH0323
 MH0323.The dynamic height is computed by dividing the NAVD 88
 MH0323.geopotential number by the normal gravity value computed on the
 MH0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0323.degrees latitude (g = 980.6199 gals.).
 MH0323
 MH0323.The modeled gravity was interpolated from observed gravity values.
 MH0323
 MH0323;                    North         East    Units  Estimated Accuracy
 MH0323;SPC IA N     - 1,052,000.    1,490,860.      MT  (+/- 180 meters Scaled)
 MH0323
 MH0323                          SUPERSEDED SURVEY CONTROL
 MH0323
 MH0323  NGVD 29 (??/??/92)  291.703  (m)          957.03   (f) ADJ UNCH    1 2
 MH0323
 MH0323.Superseded values are not recommended for survey control.
 MH0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0323.See file dsdata.txt to determine how the superseded data were derived.
 MH0323
 MH0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG494464(NAD 83)
 MH0323_MARKER: DD = SURVEY DISK
 MH0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0323_STAMPING: 85-200
 MH0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0323+STABILITY: SURFACE MOTION
 MH0323
 MH0323  HISTORY     - Date     Condition        Report By
 MH0323  HISTORY     - UNK      MONUMENTED       IAGS
 MH0323  HISTORY     - 1935     GOOD             IAGS
 MH0323  HISTORY     - 1975     MARK NOT FOUND   NGS
 MH0323  HISTORY     - 1979     MARK NOT FOUND   NGS
 MH0323
 MH0323                          STATION DESCRIPTION
 MH0323
 MH0323'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0323'3.9 MI S FROM AMES.
 MH0323'3.9 MILES SOUTH ALONG U.S. HIGHWAY 59 FROM THE EAST JUNCTION OF
 MH0323'U.S. HIGHWAY 30 AT AMES, STORY COUNTY, 262 FEET SOUTH OF THE
 MH0323'CORNER POST OF A FENCE LEADING WEST ALONG THE NORTH LINE OF
 MH0323'SECTION 35, T 83 N., R 24 W., OPPOSITE A POINT 54 FEET SOUTH OF
 MH0323'HIGHWAY STATION 389, 40.3 FEET WEST OF THE CENTERLINE OF THE
 MH0323'HIGHWAY, 10.4 FEET EAST OF THE WEST FENCE, AND NEAR A WHITE
 MH0323'WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED
 MH0323'85-200 AND SET IN THE TOP OF A CONCRETE POST.
 MH0323
 MH0323                          STATION RECOVERY (1975)
 MH0323
 MH0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MH0323'MARK NOT FOUND.
 MH0323
 MH0323                          STATION RECOVERY (1979)
 MH0323
 MH0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MH0323'MEASUREMENTS FROM THE HIGHWAY PLACE THE LOCATION IN THE DRAINAGE
 MH0323'DITCH. THE FENCE IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0322 ***********************************************************************
 MH0322  DESIGNATION -  85 201
 MH0322  PID         -  MH0322
 MH0322  STATE/COUNTY-  IA/STORY
 MH0322  USGS QUAD   -  HUXLEY (1975)
 MH0322
 MH0322                         *CURRENT SURVEY CONTROL
 MH0322  ___________________________________________________________________
 MH0322* NAD 83(1986)-  41 59 15.     (N)    093 36 38.     (W)     SCALED    
 MH0322* NAVD 88     -       281.758  (meters)     924.40   (feet)  ADJUSTED  
 MH0322  ___________________________________________________________________
 MH0322  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 MH0322  DYNAMIC HT  -         281.654 (meters)     924.06  (feet)  COMP
 MH0322  MODELED GRAV-     980,245.1   (mgal)                       NAVD 88
 MH0322
 MH0322  VERT ORDER  -  FIRST     CLASS II
 MH0322
 MH0322.The horizontal coordinates were scaled from a topographic map and have
 MH0322.an estimated accuracy of +/- 6 seconds.
 MH0322
 MH0322.The orthometric height was determined by differential leveling
 MH0322.and adjusted by the National Geodetic Survey in June 1991..
 MH0322
 MH0322.The geoid height was determined by GEOID03.
 MH0322
 MH0322.The dynamic height is computed by dividing the NAVD 88
 MH0322.geopotential number by the normal gravity value computed on the
 MH0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0322.degrees latitude (g = 980.6199 gals.).
 MH0322
 MH0322.The modeled gravity was interpolated from observed gravity values.
 MH0322
 MH0322;                    North         East    Units  Estimated Accuracy
 MH0322;SPC IA N     - 1,054,160.    1,490,840.      MT  (+/- 180 meters Scaled)
 MH0322
 MH0322                          SUPERSEDED SURVEY CONTROL
 MH0322
 MH0322  NGVD 29 (??/??/92)  281.716  (m)          924.26   (f) ADJ UNCH    1 2
 MH0322
 MH0322.Superseded values are not recommended for survey control.
 MH0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0322.See file dsdata.txt to determine how the superseded data were derived.
 MH0322
 MH0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG494485(NAD 83)
 MH0322_MARKER: DD = SURVEY DISK
 MH0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0322_STAMPING: 85-201
 MH0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0322+STABILITY: SURFACE MOTION
 MH0322
 MH0322  HISTORY     - Date     Condition        Report By
 MH0322  HISTORY     - UNK      MONUMENTED       IAGS
 MH0322  HISTORY     - 1935     GOOD             IAGS
 MH0322  HISTORY     - 1975     MARK NOT FOUND   NGS
 MH0322
 MH0322                          STATION DESCRIPTION
 MH0322
 MH0322'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0322'2.5 MI S FROM AMES.
 MH0322'2.5 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE EAST JUNCTION OF
 MH0322'U.S. HIGHWAY 30 AT AMES, STORY COUNTY, IN SECTION 23, T 83 N,
 MH0322'R 24 W., OPPOSITE PAVEMENT STATION 457+01.5, 17.8 FEET WEST OF
 MH0322'THE WEST EDGE OF THE PAVEMENT, AND 1.5 FEET SOUTH WEST OF A
 MH0322'WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK,
 MH0322'STAMPED 85-201 AND SET IN THE TOP OF A CONCRETE POST.
 MH0322
 MH0322                          STATION RECOVERY (1975)
 MH0322
 MH0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MH0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0422 ***********************************************************************
 NK0422  DESIGNATION -  85 202
 NK0422  PID         -  NK0422
 NK0422  STATE/COUNTY-  IA/STORY
 NK0422  USGS QUAD   -  AMES EAST (1975)
 NK0422
 NK0422                         *CURRENT SURVEY CONTROL
 NK0422  ___________________________________________________________________
 NK0422* NAD 83(1986)-  42 00 02.     (N)    093 36 36.     (W)     SCALED    
 NK0422* NAVD 88     -       275.008  (meters)     902.26   (feet)  ADJUSTED  
 NK0422  ___________________________________________________________________
 NK0422  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 NK0422  DYNAMIC HT  -         274.909 (meters)     901.93  (feet)  COMP
 NK0422  MODELED GRAV-     980,253.1   (mgal)                       NAVD 88
 NK0422
 NK0422  VERT ORDER  -  FIRST     CLASS II
 NK0422
 NK0422.The horizontal coordinates were scaled from a topographic map and have
 NK0422.an estimated accuracy of +/- 6 seconds.
 NK0422
 NK0422.The orthometric height was determined by differential leveling
 NK0422.and adjusted by the National Geodetic Survey in June 1991..
 NK0422
 NK0422.The geoid height was determined by GEOID03.
 NK0422
 NK0422.The dynamic height is computed by dividing the NAVD 88
 NK0422.geopotential number by the normal gravity value computed on the
 NK0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0422.degrees latitude (g = 980.6199 gals.).
 NK0422
 NK0422.The modeled gravity was interpolated from observed gravity values.
 NK0422
 NK0422;                    North         East    Units  Estimated Accuracy
 NK0422;SPC IA N     - 1,055,610.    1,490,890.      MT  (+/- 180 meters Scaled)
 NK0422
 NK0422                          SUPERSEDED SURVEY CONTROL
 NK0422
 NK0422  NGVD 29 (??/??/92)  274.967  (m)          902.12   (f) ADJ UNCH    1 2
 NK0422
 NK0422.Superseded values are not recommended for survey control.
 NK0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0422.See file dsdata.txt to determine how the superseded data were derived.
 NK0422
 NK0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG494500(NAD 83)
 NK0422_MARKER: DD = SURVEY DISK
 NK0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0422_STAMPING: 85-202
 NK0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0422+STABILITY: SURFACE MOTION
 NK0422
 NK0422  HISTORY     - Date     Condition        Report By
 NK0422  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0422  HISTORY     - 1934     GOOD             IAGS
 NK0422  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0422
 NK0422                          STATION DESCRIPTION
 NK0422
 NK0422'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0422'1.5 MI S FROM AMES.
 NK0422'1.5 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE EAST JUNCTION OF
 NK0422'U.S. HIGHWAY 30 AT AMES, AT THE CENTER OF SEC. 14, T. 83 N.,
 NK0422'R. 24 W., AT CLEARVIEW SCHOOL, AT THE JUNCTION OF A COUNTY
 NK0422'ROAD LEADING WEST, 13 FEET SOUTH OF THE EAST-AND-WEST
 NK0422'QUARTER-SECTION LINE, OPPOSITE PAVEMENT STATION 512+60, 31 FEET
 NK0422'EAST OF THE CENTERLINE OF THE HIGHWAY, AND NEAR A WHITE WOODEN
 NK0422'WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED 85-202 AND
 NK0422'SET IN THE TOP OF A CONCRETE POST.
 NK0422
 NK0422                          STATION RECOVERY (1975)
 NK0422
 NK0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0312 ***********************************************************************
 NK0312  DESIGNATION -  85 4
 NK0312  PID         -  NK0312
 NK0312  STATE/COUNTY-  IA/STORY
 NK0312  USGS QUAD   -  ZEARING (1975)
 NK0312
 NK0312                         *CURRENT SURVEY CONTROL
 NK0312  ___________________________________________________________________
 NK0312* NAD 83(1986)-  42 09 58.     (N)    093 18 04.     (W)     SCALED    
 NK0312* NAVD 88     -       335.391  (meters)    1100.36   (feet)  ADJUSTED  
 NK0312  ___________________________________________________________________
 NK0312  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 NK0312  DYNAMIC HT  -         335.268 (meters)    1099.96  (feet)  COMP
 NK0312  MODELED GRAV-     980,243.7   (mgal)                       NAVD 88
 NK0312
 NK0312  VERT ORDER  -  FIRST     CLASS II
 NK0312
 NK0312.The horizontal coordinates were scaled from a topographic map and have
 NK0312.an estimated accuracy of +/- 6 seconds.
 NK0312
 NK0312.The orthometric height was determined by differential leveling
 NK0312.and adjusted by the National Geodetic Survey in June 1991..
 NK0312
 NK0312.The geoid height was determined by GEOID03.
 NK0312
 NK0312.The dynamic height is computed by dividing the NAVD 88
 NK0312.geopotential number by the normal gravity value computed on the
 NK0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0312.degrees latitude (g = 980.6199 gals.).
 NK0312
 NK0312.The modeled gravity was interpolated from observed gravity values.
 NK0312
 NK0312;                    North         East    Units  Estimated Accuracy
 NK0312;SPC IA N     - 1,074,010.    1,516,440.      MT  (+/- 180 meters Scaled)
 NK0312
 NK0312                          SUPERSEDED SURVEY CONTROL
 NK0312
 NK0312  NGVD 29 (??/??/92)  335.364  (m)         1100.27   (f) ADJ UNCH    1 2
 NK0312
 NK0312.Superseded values are not recommended for survey control.
 NK0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0312.See file dsdata.txt to determine how the superseded data were derived.
 NK0312
 NK0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG751682(NAD 83)
 NK0312_MARKER: DD = SURVEY DISK
 NK0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0312_STAMPING: 85-4
 NK0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0312+STABILITY: SURFACE MOTION
 NK0312
 NK0312  HISTORY     - Date     Condition        Report By
 NK0312  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0312  HISTORY     - 1934     GOOD             IAGS
 NK0312  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0312
 NK0312                          STATION DESCRIPTION
 NK0312
 NK0312'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0312'AT ZEARING.
 NK0312'AT THE NORTH EDGE OF ZEARING, STORY COUNTY, ON COUNTY ROAD D,
 NK0312'473 FEET WEST OF THE QUARTER-SECTION LINE OF SEC. 16, T 85 N.,
 NK0312'R 21 W., 87 FEET EAST OF THE INTERSECTION OF THE FIRST STREET
 NK0312'LEADING SOUTH INTO ZEARING, 29 FEET NORTH OF THE CENTERLINE OF
 NK0312'THE ROAD, AND 4 FEET SOUTH OF THE NORTH FENCE.  A STATE SURVEY
 NK0312'STANDARD DISK, STAMPED 85-4 AND SET IN THE TOP OF A CONCRETE
 NK0312'POST.
 NK0312
 NK0312                          STATION RECOVERY (1975)
 NK0312
 NK0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0416 ***********************************************************************
 NK0416  DESIGNATION -  85 400
 NK0416  PID         -  NK0416
 NK0416  STATE/COUNTY-  IA/STORY
 NK0416  USGS QUAD   -  AMES WEST (1975)
 NK0416
 NK0416                         *CURRENT SURVEY CONTROL
 NK0416  ___________________________________________________________________
 NK0416* NAD 83(1986)-  42 01 37.     (N)    093 38 58.     (W)     SCALED    
 NK0416* NAVD 88     -       292.244  (meters)     958.80   (feet)  ADJUSTED  
 NK0416  ___________________________________________________________________
 NK0416  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 NK0416  DYNAMIC HT  -         292.145 (meters)     958.48  (feet)  COMP
 NK0416  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 NK0416
 NK0416  VERT ORDER  -  FIRST     CLASS II
 NK0416
 NK0416.The horizontal coordinates were scaled from a topographic map and have
 NK0416.an estimated accuracy of +/- 6 seconds.
 NK0416
 NK0416.The orthometric height was determined by differential leveling
 NK0416.and adjusted by the National Geodetic Survey in June 1991..
 NK0416
 NK0416.The geoid height was determined by GEOID03.
 NK0416
 NK0416.The dynamic height is computed by dividing the NAVD 88
 NK0416.geopotential number by the normal gravity value computed on the
 NK0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0416.degrees latitude (g = 980.6199 gals.).
 NK0416
 NK0416.The modeled gravity was interpolated from observed gravity values.
 NK0416
 NK0416;                    North         East    Units  Estimated Accuracy
 NK0416;SPC IA N     - 1,058,540.    1,487,620.      MT  (+/- 180 meters Scaled)
 NK0416
 NK0416                          SUPERSEDED SURVEY CONTROL
 NK0416
 NK0416  NGVD 29 (??/??/92)  292.207  (m)          958.68   (f) ADJ UNCH    1 2
 NK0416
 NK0416.Superseded values are not recommended for survey control.
 NK0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0416.See file dsdata.txt to determine how the superseded data were derived.
 NK0416
 NK0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG462529(NAD 83)
 NK0416_MARKER: DD = SURVEY DISK
 NK0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0416_STAMPING: 85-400
 NK0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0416+STABILITY: SURFACE MOTION
 NK0416
 NK0416  HISTORY     - Date     Condition        Report By
 NK0416  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0416  HISTORY     - 1934     GOOD             IAGS
 NK0416  HISTORY     - 20020923 POOR             INDIV
 NK0416
 NK0416                          STATION DESCRIPTION
 NK0416
 NK0416'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0416'AT AMES.
 NK0416'AT AMES, IN THE SOUTHEAST QUARTER OF SEC. 4, T. 83 N., R. 24 W.,
 NK0416'ON THE IOWA STATE COLLEGE CAMPUS, 90 FEET EAST AND 87 FEET NORTH
 NK0416'OF THE SOUTHEAST CORNER OF ENGINEERING HALL, AND 15 FEET SOUTH
 NK0416'OF THE WALK LEADING TO THE ENTRANCE.  A STATE SURVEY STANDARD
 NK0416'DISK, STAMPED 85-400 AND SET IN THE TOP OF A CONCRETE POST.
 NK0416
 NK0416                          STATION RECOVERY (2002)
 NK0416
 NK0416'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JTR)
 NK0416'GPS REPORTED COORDINATES (WGS84) AND ELEVATION -
 NK0416'N 42 01.606'
 NK0416'W093 38.964'
 NK0416'ELEVATION 946'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0415 ***********************************************************************
 NK0415  DESIGNATION -  85 401
 NK0415  PID         -  NK0415
 NK0415  STATE/COUNTY-  IA/STORY
 NK0415  USGS QUAD   -  AMES WEST (1975)
 NK0415
 NK0415                         *CURRENT SURVEY CONTROL
 NK0415  ___________________________________________________________________
 NK0415* NAD 83(1986)-  42 01 35.     (N)    093 38 52.     (W)     SCALED    
 NK0415* NAVD 88     -       291.362  (meters)     955.91   (feet)  ADJUSTED  
 NK0415  ___________________________________________________________________
 NK0415  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 NK0415  DYNAMIC HT  -         291.264 (meters)     955.59  (feet)  COMP
 NK0415  MODELED GRAV-     980,277.4   (mgal)                       NAVD 88
 NK0415
 NK0415  VERT ORDER  -  FIRST     CLASS II
 NK0415
 NK0415.The horizontal coordinates were scaled from a topographic map and have
 NK0415.an estimated accuracy of +/- 6 seconds.
 NK0415
 NK0415.The orthometric height was determined by differential leveling
 NK0415.and adjusted by the National Geodetic Survey in June 1991..
 NK0415
 NK0415.The geoid height was determined by GEOID03.
 NK0415
 NK0415.The dynamic height is computed by dividing the NAVD 88
 NK0415.geopotential number by the normal gravity value computed on the
 NK0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0415.degrees latitude (g = 980.6199 gals.).
 NK0415
 NK0415.The modeled gravity was interpolated from observed gravity values.
 NK0415
 NK0415;                    North         East    Units  Estimated Accuracy
 NK0415;SPC IA N     - 1,058,480.    1,487,760.      MT  (+/- 180 meters Scaled)
 NK0415
 NK0415                          SUPERSEDED SURVEY CONTROL
 NK0415
 NK0415  NGVD 29 (??/??/92)  291.324  (m)          955.79   (f) ADJ UNCH    1 2
 NK0415
 NK0415.Superseded values are not recommended for survey control.
 NK0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0415.See file dsdata.txt to determine how the superseded data were derived.
 NK0415
 NK0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG463529(NAD 83)
 NK0415_MARKER: DD = SURVEY DISK
 NK0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0415_STAMPING: 85-401
 NK0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0415+STABILITY: SURFACE MOTION
 NK0415
 NK0415  HISTORY     - Date     Condition        Report By
 NK0415  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0415  HISTORY     - 1934     GOOD             IAGS
 NK0415  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0415
 NK0415                          STATION DESCRIPTION
 NK0415
 NK0415'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0415'AT AMES.
 NK0415'AT AMES, IN THE SOUTHEAST QUARTER OF SEC. 4, T. 83 N., R. 24 W.,
 NK0415'ON THE IOWA STATE COLLEGE CAMPUS, AT THE WESTERN PORTION OF THE
 NK0415'PARADE GROUND, 123 FEET EAST AND 100 FEET NORTH OF THE NORTHEAST
 NK0415'CORNER OF CENTRAL BUILDING, AND 6.5 FEET EAST OF THE EAST CURB
 NK0415'OF THE NORTH-AND-SOUTH ROAD EAST OF CENTRAL BUILDING.  A STATE
 NK0415'SURVEY STANDARD DISK, STAMPED 85-401 AND SET IN THE TOP OF A
 NK0415'CONCRETE POST.
 NK0415
 NK0415                          STATION RECOVERY (1975)
 NK0415
 NK0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0414 ***********************************************************************
 NK0414  DESIGNATION -  85 402
 NK0414  PID         -  NK0414
 NK0414  STATE/COUNTY-  IA/STORY
 NK0414  USGS QUAD   -  AMES WEST (1975)
 NK0414
 NK0414                         *CURRENT SURVEY CONTROL
 NK0414  ___________________________________________________________________
 NK0414* NAD 83(1986)-  42 01 36.     (N)    093 38 43.     (W)     SCALED    
 NK0414* NAVD 88     -       288.219  (meters)     945.60   (feet)  ADJUSTED  
 NK0414  ___________________________________________________________________
 NK0414  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 NK0414  DYNAMIC HT  -         288.121 (meters)     945.28  (feet)  COMP
 NK0414  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 NK0414
 NK0414  VERT ORDER  -  FIRST     CLASS II
 NK0414
 NK0414.The horizontal coordinates were scaled from a topographic map and have
 NK0414.an estimated accuracy of +/- 6 seconds.
 NK0414
 NK0414.The orthometric height was determined by differential leveling
 NK0414.and adjusted by the National Geodetic Survey in June 1991..
 NK0414
 NK0414.The geoid height was determined by GEOID03.
 NK0414
 NK0414.The dynamic height is computed by dividing the NAVD 88
 NK0414.geopotential number by the normal gravity value computed on the
 NK0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0414.degrees latitude (g = 980.6199 gals.).
 NK0414
 NK0414.The modeled gravity was interpolated from observed gravity values.
 NK0414
 NK0414;                    North         East    Units  Estimated Accuracy
 NK0414;SPC IA N     - 1,058,510.    1,487,970.      MT  (+/- 180 meters Scaled)
 NK0414
 NK0414                          SUPERSEDED SURVEY CONTROL
 NK0414
 NK0414  NGVD 29 (??/??/92)  288.181  (m)          945.47   (f) ADJ UNCH    1 2
 NK0414
 NK0414.Superseded values are not recommended for survey control.
 NK0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0414.See file dsdata.txt to determine how the superseded data were derived.
 NK0414
 NK0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG465529(NAD 83)
 NK0414_MARKER: DD = SURVEY DISK
 NK0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0414_STAMPING: 85-402
 NK0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0414+STABILITY: SURFACE MOTION
 NK0414
 NK0414  HISTORY     - Date     Condition        Report By
 NK0414  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0414  HISTORY     - 1934     GOOD             IAGS
 NK0414  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0414
 NK0414                          STATION DESCRIPTION
 NK0414
 NK0414'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0414'AT AMES.
 NK0414'AT AMES, IN THE SOUTHEAST QUARTER OF SEC. 4, T. 83 N., R 24 W.,
 NK0414'ON THE IOWA STATE COLLEGE CAMPUS, AT THE CENTER PARADE GROUND,
 NK0414'143 FEET NORTH AND 27 FEET EAST OF THE CAMPUS FLAGPOLE, AND 39
 NK0414'FEET SOUTH OF THE CENTERLINE OF THE HEATING TUNNEL.  A STATE
 NK0414'SURVEY STANDARD DISK, STAMPED 85-402 AND SET IN THE TOP OF A
 NK0414'CONCRETE POST.
 NK0414
 NK0414                          STATION RECOVERY (1975)
 NK0414
 NK0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0413 ***********************************************************************
 NK0413  DESIGNATION -  85 403
 NK0413  PID         -  NK0413
 NK0413  STATE/COUNTY-  IA/STORY
 NK0413  USGS QUAD   -  AMES WEST (1975)
 NK0413
 NK0413                         *CURRENT SURVEY CONTROL
 NK0413  ___________________________________________________________________
 NK0413* NAD 83(1986)-  42 01 38.     (N)    093 38 35.     (W)     SCALED    
 NK0413* NAVD 88     -       287.006  (meters)     941.62   (feet)  ADJUSTED  
 NK0413  ___________________________________________________________________
 NK0413  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 NK0413  DYNAMIC HT  -         286.909 (meters)     941.30  (feet)  COMP
 NK0413  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 NK0413
 NK0413  VERT ORDER  -  FIRST     CLASS II
 NK0413
 NK0413.The horizontal coordinates were scaled from a topographic map and have
 NK0413.an estimated accuracy of +/- 6 seconds.
 NK0413
 NK0413.The orthometric height was determined by differential leveling
 NK0413.and adjusted by the National Geodetic Survey in June 1991..
 NK0413
 NK0413.The geoid height was determined by GEOID03.
 NK0413
 NK0413.The dynamic height is computed by dividing the NAVD 88
 NK0413.geopotential number by the normal gravity value computed on the
 NK0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0413.degrees latitude (g = 980.6199 gals.).
 NK0413
 NK0413.The modeled gravity was interpolated from observed gravity values.
 NK0413
 NK0413;                    North         East    Units  Estimated Accuracy
 NK0413;SPC IA N     - 1,058,570.    1,488,150.      MT  (+/- 180 meters Scaled)
 NK0413
 NK0413                          SUPERSEDED SURVEY CONTROL
 NK0413
 NK0413  NGVD 29 (??/??/92)  286.968  (m)          941.49   (f) ADJ UNCH    1 2
 NK0413
 NK0413.Superseded values are not recommended for survey control.
 NK0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0413.See file dsdata.txt to determine how the superseded data were derived.
 NK0413
 NK0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG467529(NAD 83)
 NK0413_MARKER: DD = SURVEY DISK
 NK0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0413_STAMPING: 85-403
 NK0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0413+STABILITY: SURFACE MOTION
 NK0413
 NK0413  HISTORY     - Date     Condition        Report By
 NK0413  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0413  HISTORY     - 1934     GOOD             IAGS
 NK0413  HISTORY     - 1975     GOOD             USGS
 NK0413
 NK0413                          STATION DESCRIPTION
 NK0413
 NK0413'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0413'AT AMES.
 NK0413'AT AMES, IN THE SOUTHEAST QUARTER OF SEC. 4, T. 83 N., R. 24 W.,
 NK0413'ON THE IOWA STATE COLLEGE CAMPUS, SOUTH OF THE GREENHOUSE, WEST
 NK0413'OF THE DAIRY INDUSTRY BUILDING, EAST OF THE PARADE GROUND, 93
 NK0413'FEET NORTH OF THE NORTHEAST CORNER OF AGRICULTURE HALL, 62 FEET
 NK0413'WEST OF A SIDEWALK ON THE EAST SIDE OF AGRICULTURE HALL, 65 FEET
 NK0413'SOUTH AND 24 FEET WEST OF A CONCRETE POST BEARING METAL PLUG 2,
 NK0413'AND 25 FEET EAST OF A PAIR OF CEDAR TREES.  A STATE SURVEY
 NK0413'STANDARD DISK, STAMPED 85-403 AND SET IN THE TOP OF A CONCRETE
 NK0413'POST.
 NK0413
 NK0413                          STATION RECOVERY (1975)
 NK0413
 NK0413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0418 ***********************************************************************
 NK0418  DESIGNATION -  85 405
 NK0418  PID         -  NK0418
 NK0418  STATE/COUNTY-  IA/STORY
 NK0418  USGS QUAD   -  AMES WEST (1975)
 NK0418
 NK0418                         *CURRENT SURVEY CONTROL
 NK0418  ___________________________________________________________________
 NK0418* NAD 83(1986)-  42 02 04.     (N)    093 39 01.     (W)     SCALED    
 NK0418* NAVD 88     -       288.287  (meters)     945.82   (feet)  ADJUSTED  
 NK0418  ___________________________________________________________________
 NK0418  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 NK0418  DYNAMIC HT  -         288.192 (meters)     945.51  (feet)  COMP
 NK0418  MODELED GRAV-     980,282.3   (mgal)                       NAVD 88
 NK0418
 NK0418  VERT ORDER  -  FIRST     CLASS II
 NK0418
 NK0418.The horizontal coordinates were scaled from a topographic map and have
 NK0418.an estimated accuracy of +/- 6 seconds.
 NK0418
 NK0418.The orthometric height was determined by differential leveling
 NK0418.and adjusted by the National Geodetic Survey in June 1991..
 NK0418
 NK0418.The geoid height was determined by GEOID03.
 NK0418
 NK0418.The dynamic height is computed by dividing the NAVD 88
 NK0418.geopotential number by the normal gravity value computed on the
 NK0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0418.degrees latitude (g = 980.6199 gals.).
 NK0418
 NK0418.The modeled gravity was interpolated from observed gravity values.
 NK0418
 NK0418;                    North         East    Units  Estimated Accuracy
 NK0418;SPC IA N     - 1,059,380.    1,487,560.      MT  (+/- 180 meters Scaled)
 NK0418
 NK0418                          SUPERSEDED SURVEY CONTROL
 NK0418
 NK0418  NGVD 29 (??/??/92)  288.252  (m)          945.71   (f) ADJ UNCH    1 2
 NK0418
 NK0418.Superseded values are not recommended for survey control.
 NK0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0418.See file dsdata.txt to determine how the superseded data were derived.
 NK0418
 NK0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG461538(NAD 83)
 NK0418_MARKER: DD = SURVEY DISK
 NK0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0418_STAMPING: 85-405
 NK0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0418+STABILITY: SURFACE MOTION
 NK0418
 NK0418  HISTORY     - Date     Condition        Report By
 NK0418  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0418  HISTORY     - 1934     GOOD             IAGS
 NK0418  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0418
 NK0418                          STATION DESCRIPTION
 NK0418
 NK0418'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0418'AT AMES.
 NK0418'AT THE NORTH EDGE OF AMES, 2-1/2 MILES NORTHWEST ALONG THE
 NK0418'CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION, IN THE
 NK0418'SOUTHWEST QUARTER OF SEC. 33, T. 84 N., R. 24 W., AT THE
 NK0418'SOUTHEAST CORNER OF NORTH WOODS, 146 FEET WEST OF A
 NK0418'NORTH-AND-SOUTH FENCE, 100 FEET NORTH OF THE NORTH RAIL OF THE
 NK0418'TRACK, 52 FEET SOUTHEAST OF A GROUP OF THREE ELM TREES, AND 25.7
 NK0418'FEET NORTHEAST OF A BENCH IN AN OAK TREE.  A STATE SURVEY
 NK0418'STANDARD DISK, STAMPED 85-405 AND SET IN THE TOP OF A CONCRETE
 NK0418'POST.
 NK0418
 NK0418                          STATION RECOVERY (1975)
 NK0418
 NK0418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0419 ***********************************************************************
 NK0419  DESIGNATION -  85 406
 NK0419  PID         -  NK0419
 NK0419  STATE/COUNTY-  IA/STORY
 NK0419  USGS QUAD   -  AMES WEST (1975)
 NK0419
 NK0419                         *CURRENT SURVEY CONTROL
 NK0419  ___________________________________________________________________
 NK0419* NAD 83(1986)-  42 02 05.     (N)    093 39 03.     (W)     SCALED    
 NK0419* NAVD 88     -       288.294  (meters)     945.84   (feet)  ADJUSTED  
 NK0419  ___________________________________________________________________
 NK0419  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 NK0419  DYNAMIC HT  -         288.198 (meters)     945.53  (feet)  COMP
 NK0419  MODELED GRAV-     980,282.5   (mgal)                       NAVD 88
 NK0419
 NK0419  VERT ORDER  -  FIRST     CLASS II
 NK0419
 NK0419.The horizontal coordinates were scaled from a topographic map and have
 NK0419.an estimated accuracy of +/- 6 seconds.
 NK0419
 NK0419.The orthometric height was determined by differential leveling
 NK0419.and adjusted by the National Geodetic Survey in June 1991..
 NK0419
 NK0419.The geoid height was determined by GEOID03.
 NK0419
 NK0419.The dynamic height is computed by dividing the NAVD 88
 NK0419.geopotential number by the normal gravity value computed on the
 NK0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0419.degrees latitude (g = 980.6199 gals.).
 NK0419
 NK0419.The modeled gravity was interpolated from observed gravity values.
 NK0419
 NK0419;                    North         East    Units  Estimated Accuracy
 NK0419;SPC IA N     - 1,059,410.    1,487,510.      MT  (+/- 180 meters Scaled)
 NK0419
 NK0419                          SUPERSEDED SURVEY CONTROL
 NK0419
 NK0419  NGVD 29 (??/??/92)  288.259  (m)          945.73   (f) ADJ UNCH    1 2
 NK0419
 NK0419.Superseded values are not recommended for survey control.
 NK0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0419.See file dsdata.txt to determine how the superseded data were derived.
 NK0419
 NK0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG461538(NAD 83)
 NK0419_MARKER: DD = SURVEY DISK
 NK0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0419_STAMPING: 85-406
 NK0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0419+STABILITY: SURFACE MOTION
 NK0419
 NK0419  HISTORY     - Date     Condition        Report By
 NK0419  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0419  HISTORY     - 1934     GOOD             IAGS
 NK0419  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0419
 NK0419                          STATION DESCRIPTION
 NK0419
 NK0419'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0419'AT AMES.
 NK0419'AT THE NORTH EDGE OF AMES, 2-1/2 MILES NORTHWEST ALONG THE
 NK0419'CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION, IN THE
 NK0419'SOUTHWEST QUARTER OF SEC. 33, T 84 N., R. 24 W., 435 FEET WEST
 NK0419'OF A NORTH-AND-SOUTH FENCE ON THE EAST SIDE OF NORTH WOODS, 87
 NK0419'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 66 FEET NORTHEAST OF
 NK0419'A 16-INCH OAK TREE, 62 FEET NORTH OF THE NORTH RAIL, AND 9 FEET
 NK0419'NORTHWEST OF A 12-INCH OAK TREE.  A STATE SURVEY STANDARD DISK,
 NK0419'STAMPED 85-406 AND SET IN THE TOP OF A CONCRETE POST.
 NK0419
 NK0419                          STATION RECOVERY (1975)
 NK0419
 NK0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0420 ***********************************************************************
 NK0420  DESIGNATION -  85 407
 NK0420  PID         -  NK0420
 NK0420  STATE/COUNTY-  IA/STORY
 NK0420  USGS QUAD   -  AMES WEST (1975)
 NK0420
 NK0420                         *CURRENT SURVEY CONTROL
 NK0420  ___________________________________________________________________
 NK0420* NAD 83(1986)-  42 02 15.     (N)    093 39 12.     (W)     SCALED    
 NK0420* NAVD 88     -       289.928  (meters)     951.21   (feet)  ADJUSTED  
 NK0420  ___________________________________________________________________
 NK0420  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 NK0420  DYNAMIC HT  -         289.832 (meters)     950.89  (feet)  COMP
 NK0420  MODELED GRAV-     980,283.9   (mgal)                       NAVD 88
 NK0420
 NK0420  VERT ORDER  -  FIRST     CLASS II
 NK0420
 NK0420.The horizontal coordinates were scaled from a topographic map and have
 NK0420.an estimated accuracy of +/- 6 seconds.
 NK0420
 NK0420.The orthometric height was determined by differential leveling
 NK0420.and adjusted by the National Geodetic Survey in June 1991..
 NK0420
 NK0420.The geoid height was determined by GEOID03.
 NK0420
 NK0420.The dynamic height is computed by dividing the NAVD 88
 NK0420.geopotential number by the normal gravity value computed on the
 NK0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0420.degrees latitude (g = 980.6199 gals.).
 NK0420
 NK0420.The modeled gravity was interpolated from observed gravity values.
 NK0420
 NK0420;                    North         East    Units  Estimated Accuracy
 NK0420;SPC IA N     - 1,059,720.    1,487,300.      MT  (+/- 180 meters Scaled)
 NK0420
 NK0420                          SUPERSEDED SURVEY CONTROL
 NK0420
 NK0420  NGVD 29 (??/??/92)  289.893  (m)          951.09   (f) ADJ UNCH    1 2
 NK0420
 NK0420.Superseded values are not recommended for survey control.
 NK0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0420.See file dsdata.txt to determine how the superseded data were derived.
 NK0420
 NK0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG459541(NAD 83)
 NK0420_MARKER: DD = SURVEY DISK
 NK0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0420_STAMPING: 85-407
 NK0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0420+STABILITY: SURFACE MOTION
 NK0420
 NK0420  HISTORY     - Date     Condition        Report By
 NK0420  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0420  HISTORY     - 1934     GOOD             IAGS
 NK0420  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0420
 NK0420                          STATION DESCRIPTION
 NK0420
 NK0420'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0420'AT AMES.
 NK0420'AT AMES, 2-1/2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH
 NK0420'WESTERN RAILWAY FROM THE STATON, NORTH OF THE IOWA STATE COLLEGE
 NK0420'CAMPUS, IN THE SOUTHWEST QUARTER OF SEC. 33, T. 84 N., R 24 W.,
 NK0420'82 FEET NORTH OF AN EAST-AND-WEST TEMPORARY ROAD FROM CLEAR
 NK0420'CREEK TO AN APPLE ORCHARD, AT AN OPEN PEAK NORTH OF THE ROAD AND
 NK0420'WEST OF THE CREEK, 105 FEET SOUTH OF AN 18-INCH OAK TREE, 84 FEET
 NK0420'EAST OF A 16-INCH OAK TREE, 42 FEET SOUTHWEST OF AN 18-INCH
 NK0420'IRONWOOD TREE, AND 28 FEET SOUTH OF A 14-INCH IRONWOOD TREE.  A
 NK0420'STATE SURVEY STANDARD DISK, STAMPED 85-407 AND SET IN THE TOP
 NK0420'OF A CONCRETE POST.
 NK0420
 NK0420                          STATION RECOVERY (1975)
 NK0420
 NK0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0309 ***********************************************************************
 NK0309  DESIGNATION -  85 5
 NK0309  PID         -  NK0309
 NK0309  STATE/COUNTY-  IA/STORY
 NK0309  USGS QUAD   -  ZEARING (1975)
 NK0309
 NK0309                         *CURRENT SURVEY CONTROL
 NK0309  ___________________________________________________________________
 NK0309* NAD 83(1986)-  42 12 17.     (N)    093 18 34.     (W)     SCALED    
 NK0309* NAVD 88     -       348.127  (meters)    1142.15   (feet)  ADJUSTED  
 NK0309  ___________________________________________________________________
 NK0309  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 NK0309  DYNAMIC HT  -         348.000 (meters)    1141.73  (feet)  COMP
 NK0309  MODELED GRAV-     980,250.2   (mgal)                       NAVD 88
 NK0309
 NK0309  VERT ORDER  -  FIRST     CLASS II
 NK0309
 NK0309.The horizontal coordinates were scaled from a topographic map and have
 NK0309.an estimated accuracy of +/- 6 seconds.
 NK0309
 NK0309.The orthometric height was determined by differential leveling
 NK0309.and adjusted by the National Geodetic Survey in June 1991..
 NK0309
 NK0309.The geoid height was determined by GEOID03.
 NK0309
 NK0309.The dynamic height is computed by dividing the NAVD 88
 NK0309.geopotential number by the normal gravity value computed on the
 NK0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0309.degrees latitude (g = 980.6199 gals.).
 NK0309
 NK0309.The modeled gravity was interpolated from observed gravity values.
 NK0309
 NK0309;                    North         East    Units  Estimated Accuracy
 NK0309;SPC IA N     - 1,078,300.    1,515,740.      MT  (+/- 180 meters Scaled)
 NK0309
 NK0309                          SUPERSEDED SURVEY CONTROL
 NK0309
 NK0309  NGVD 29 (??/??/92)  348.101  (m)         1142.06   (f) ADJ UNCH    1 2
 NK0309
 NK0309.Superseded values are not recommended for survey control.
 NK0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0309.See file dsdata.txt to determine how the superseded data were derived.
 NK0309
 NK0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG744725(NAD 83)
 NK0309_MARKER: DD = SURVEY DISK
 NK0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0309_STAMPING: 85-5
 NK0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0309+STABILITY: SURFACE MOTION
 NK0309
 NK0309  HISTORY     - Date     Condition        Report By
 NK0309  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0309  HISTORY     - 1934     GOOD             IAGS
 NK0309  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0309
 NK0309                          STATION DESCRIPTION
 NK0309
 NK0309'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0309'2.6 MI N FROM ZEARING.
 NK0309'2-5/8 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF
 NK0309'STATE HIGHWAY 317 AT ZEARING, STORY COUNTY, IN THE NORTHWEST
 NK0309'QUARTER OF SEC. 4, T. 85 N., R 21 W., 550 FEET SOUTH OF THE
 NK0309'QUARTER-QUARTER-SECTION LINE, 20 FEET SOUTH OF PAVEMENT STATION
 NK0309'669, 42 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET
 NK0309'SOUTH OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD
 NK0309'DISK, STAMPED 85-5 AND SET IN THE TOP OF A CONCRETE POST.
 NK0309
 NK0309                          STATION RECOVERY (1975)
 NK0309
 NK0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0310 ***********************************************************************
 NK0310  DESIGNATION -  85 6
 NK0310  PID         -  NK0310
 NK0310  STATE/COUNTY-  IA/STORY
 NK0310  USGS QUAD   -  ZEARING (1975)
 NK0310
 NK0310                         *CURRENT SURVEY CONTROL
 NK0310  ___________________________________________________________________
 NK0310* NAD 83(1986)-  42 11 44.     (N)    093 18 35.     (W)     SCALED    
 NK0310* NAVD 88     -       346.009  (meters)    1135.20   (feet)  ADJUSTED  
 NK0310  ___________________________________________________________________
 NK0310  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 NK0310  DYNAMIC HT  -         345.884 (meters)    1134.79  (feet)  COMP
 NK0310  MODELED GRAV-     980,249.2   (mgal)                       NAVD 88
 NK0310
 NK0310  VERT ORDER  -  FIRST     CLASS II
 NK0310
 NK0310.The horizontal coordinates were scaled from a topographic map and have
 NK0310.an estimated accuracy of +/- 6 seconds.
 NK0310
 NK0310.The orthometric height was determined by differential leveling
 NK0310.and adjusted by the National Geodetic Survey in June 1991..
 NK0310
 NK0310.The geoid height was determined by GEOID03.
 NK0310
 NK0310.The dynamic height is computed by dividing the NAVD 88
 NK0310.geopotential number by the normal gravity value computed on the
 NK0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0310.degrees latitude (g = 980.6199 gals.).
 NK0310
 NK0310.The modeled gravity was interpolated from observed gravity values.
 NK0310
 NK0310;                    North         East    Units  Estimated Accuracy
 NK0310;SPC IA N     - 1,077,280.    1,515,720.      MT  (+/- 180 meters Scaled)
 NK0310
 NK0310                          SUPERSEDED SURVEY CONTROL
 NK0310
 NK0310  NGVD 29 (??/??/92)  345.983  (m)         1135.11   (f) ADJ UNCH    1 2
 NK0310
 NK0310.Superseded values are not recommended for survey control.
 NK0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0310.See file dsdata.txt to determine how the superseded data were derived.
 NK0310
 NK0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG744715(NAD 83)
 NK0310_MARKER: DD = SURVEY DISK
 NK0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0310_STAMPING: 85-6
 NK0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0310+STABILITY: SURFACE MOTION
 NK0310
 NK0310  HISTORY     - Date     Condition        Report By
 NK0310  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0310  HISTORY     - 1934     GOOD             IAGS
 NK0310  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0310
 NK0310                          STATION DESCRIPTION
 NK0310
 NK0310'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0310'2 MI N FROM ZEARING.
 NK0310'2 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF
 NK0310'STATE HIGHWAY 317 AT ZEARING, STORY COUNTY, 108 FEET NORTH OF
 NK0310'THE INTERSECTION OF A COUNTY ROAD, IN THE SOUTHEAST QUARTER OF
 NK0310'SEC. 5, T. 85 N., R 21 W., 13 FEET NORTH OF PAVEMENT STATION
 NK0310'636, 47 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET
 NK0310'SOUTH OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD
 NK0310'DISK, STAMPED 85-6 AND SET IN THE TOP OF A CONCRETE POST.
 NK0310
 NK0310                          STATION RECOVERY (1975)
 NK0310
 NK0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0421 ***********************************************************************
 NK0421  DESIGNATION -  85 629
 NK0421  PID         -  NK0421
 NK0421  STATE/COUNTY-  IA/STORY
 NK0421  USGS QUAD   -  AMES EAST (1975)
 NK0421
 NK0421                         *CURRENT SURVEY CONTROL
 NK0421  ___________________________________________________________________
 NK0421* NAD 83(1986)-  42 00 29.     (N)    093 36 36.     (W)     SCALED    
 NK0421* NAVD 88     -       275.237  (meters)     903.01   (feet)  ADJUSTED  
 NK0421  ___________________________________________________________________
 NK0421  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 NK0421  DYNAMIC HT  -         275.139 (meters)     902.69  (feet)  COMP
 NK0421  MODELED GRAV-     980,257.6   (mgal)                       NAVD 88
 NK0421
 NK0421  VERT ORDER  -  FIRST     CLASS II
 NK0421
 NK0421.The horizontal coordinates were scaled from a topographic map and have
 NK0421.an estimated accuracy of +/- 6 seconds.
 NK0421
 NK0421.The orthometric height was determined by differential leveling
 NK0421.and adjusted by the National Geodetic Survey in June 1991..
 NK0421
 NK0421.The geoid height was determined by GEOID03.
 NK0421
 NK0421.The dynamic height is computed by dividing the NAVD 88
 NK0421.geopotential number by the normal gravity value computed on the
 NK0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0421.degrees latitude (g = 980.6199 gals.).
 NK0421
 NK0421.The modeled gravity was interpolated from observed gravity values.
 NK0421
 NK0421;                    North         East    Units  Estimated Accuracy
 NK0421;SPC IA N     - 1,056,440.    1,490,890.      MT  (+/- 180 meters Scaled)
 NK0421
 NK0421                          SUPERSEDED SURVEY CONTROL
 NK0421
 NK0421  NGVD 29 (??/??/92)  275.197  (m)          902.88   (f) ADJ UNCH    1 2
 NK0421
 NK0421.Superseded values are not recommended for survey control.
 NK0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0421.See file dsdata.txt to determine how the superseded data were derived.
 NK0421
 NK0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG494508(NAD 83)
 NK0421_MARKER: DD = SURVEY DISK
 NK0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0421_STAMPING: 85-629
 NK0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0421+STABILITY: SURFACE MOTION
 NK0421
 NK0421  HISTORY     - Date     Condition        Report By
 NK0421  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0421  HISTORY     - 1934     GOOD             IAGS
 NK0421  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0421
 NK0421                          STATION DESCRIPTION
 NK0421
 NK0421'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0421'1 MI S FROM AMES.
 NK0421'1.0 MILE SOUTH ALONG U.S. HIGHWAY 69 FROM THE EAST JUNCTION OF
 NK0421'U.S. HIGHWAY 30 AT AMES, IN THE NORTHEAST CORNER OF THE NORTHWEST
 NK0421'QUARTER OF SEC. 14, T 83 N., R. 24 W., 14 FEET SOUTH OF THE
 NK0421'NORTH LINE OF THE SECTION, OPPOSITE A POINT 13 FEET NORTH OF
 NK0421'PAVEMENT STATION 539, 28 FEET NORTHEAST OF A 20-INCH SPRUCE
 NK0421'TREE, 28 FEET EAST OF A 15-INCH SPRUCE TREE, 22 FEET WEST OF
 NK0421'THE CENTERLINE OF THE HIGHWAY, 11 FEET EAST OF THE RIGHT-OF-WAY
 NK0421'FENCE, AND NEAR A WHITE WOODEN WITNESS POST.  A STATE SURVEY
 NK0421'STANDARD DISK, STAMPED 85-629 AND SET IN THE TOP OF A CONCRETE
 NK0421'POST.
 NK0421
 NK0421                          STATION RECOVERY (1975)
 NK0421
 NK0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0270 ***********************************************************************
 NK0270  DESIGNATION -  85 635
 NK0270  PID         -  NK0270
 NK0270  STATE/COUNTY-  IA/STORY
 NK0270  USGS QUAD   -  NEVADA (1975)
 NK0270
 NK0270                         *CURRENT SURVEY CONTROL
 NK0270  ___________________________________________________________________
 NK0270* NAD 83(1986)-  42 00 16.     (N)    093 28 04.     (W)     SCALED    
 NK0270* NAVD 88     -       302.791  (meters)     993.41   (feet)  ADJUSTED  
 NK0270  ___________________________________________________________________
 NK0270  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 NK0270  DYNAMIC HT  -         302.676 (meters)     993.03  (feet)  COMP
 NK0270  MODELED GRAV-     980,234.6   (mgal)                       NAVD 88
 NK0270
 NK0270  VERT ORDER  -  SECOND    CLASS 0
 NK0270
 NK0270.The horizontal coordinates were scaled from a topographic map and have
 NK0270.an estimated accuracy of +/- 6 seconds.
 NK0270
 NK0270.The orthometric height was determined by differential leveling
 NK0270.and adjusted by the National Geodetic Survey in June 1991..
 NK0270
 NK0270.The geoid height was determined by GEOID03.
 NK0270
 NK0270.The dynamic height is computed by dividing the NAVD 88
 NK0270.geopotential number by the normal gravity value computed on the
 NK0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0270.degrees latitude (g = 980.6199 gals.).
 NK0270
 NK0270.The modeled gravity was interpolated from observed gravity values.
 NK0270
 NK0270;                    North         East    Units  Estimated Accuracy
 NK0270;SPC IA N     - 1,056,030.    1,502,670.      MT  (+/- 180 meters Scaled)
 NK0270
 NK0270                          SUPERSEDED SURVEY CONTROL
 NK0270
 NK0270  NGVD 29 (??/??/92)  302.732  (m)          993.21   (f) ADJ UNCH    2 0
 NK0270
 NK0270.Superseded values are not recommended for survey control.
 NK0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0270.See file dsdata.txt to determine how the superseded data were derived.
 NK0270
 NK0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG612503(NAD 83)
 NK0270_MARKER: DD = SURVEY DISK
 NK0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0270_STAMPING: 85-635
 NK0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0270+STABILITY: SURFACE MOTION
 NK0270
 NK0270  HISTORY     - Date     Condition        Report By
 NK0270  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0270  HISTORY     - 1934     GOOD             NGS
 NK0270
 NK0270                          STATION DESCRIPTION
 NK0270
 NK0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0270'1.2 MI SW FROM NEVADA.
 NK0270'1.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0270'RAILWAY FROM THE STATION AT NEVADA, STORY COUNTY, IN SECTION
 NK0270'13, T 83 N., R 23 W., AT MILEAGE 105.8, AT THE CROSSING OF AN
 NK0270'EAST-AND-WEST ROAD, 22 FEET NORTH OF THE CENTERLINE OF THE
 NK0270'ROAD, 6.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 23.2 FEET
 NK0270'SOUTHWEST OF THE FIRST POLE EAST OF THE CROSSING, AND 8.8 FEET
 NK0270'NORTHWEST OF THE CROSSING SIGN.  A STATE SURVEY STANDARD DISK,
 NK0270'STAMPED 85-635 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 NK0270'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0213 ***********************************************************************
 MH0213  DESIGNATION -  85 666
 MH0213  PID         -  MH0213
 MH0213  STATE/COUNTY-  IA/STORY
 MH0213  USGS QUAD   -  MAXWELL (1975)
 MH0213
 MH0213                         *CURRENT SURVEY CONTROL
 MH0213  ___________________________________________________________________
 MH0213* NAD 83(1986)-  41 57 54.     (N)    093 29 50.     (W)     SCALED    
 MH0213* NAVD 88     -       311.66   (+/-2cm)    1022.5    (feet)  VERTCON   
 MH0213  ___________________________________________________________________
 MH0213  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 MH0213
 MH0213  VERT ORDER  -  ? (See Below)
 MH0213
 MH0213.The horizontal coordinates were scaled from a topographic map and have
 MH0213.an estimated accuracy of +/- 6 seconds.
 MH0213
 MH0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0213.The vertical order pertains to the NGVD 29 superseded value.
 MH0213
 MH0213.The geoid height was determined by GEOID03.
 MH0213
 MH0213;                    North         East    Units  Estimated Accuracy
 MH0213;SPC IA N     - 1,051,650.    1,500,230.      MT  (+/- 180 meters Scaled)
 MH0213
 MH0213                          SUPERSEDED SURVEY CONTROL
 MH0213
 MH0213  NGVD 29 (??/??/92)  311.622  (m)         1022.38   (f) ADJ UNCH    ?  
 MH0213
 MH0213.Superseded values are not recommended for survey control.
 MH0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0213.See file dsdata.txt to determine how the superseded data were derived.
 MH0213
 MH0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG587460(NAD 83)
 MH0213_MARKER: DD = SURVEY DISK
 MH0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0213_STAMPING: 85-666
 MH0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0213+STABILITY: SURFACE MOTION
 MH0213
 MH0213  HISTORY     - Date     Condition        Report By
 MH0213  HISTORY     - UNK      MONUMENTED       IAGS
 MH0213  HISTORY     - 1942     GOOD             IAGS
 MH0213
 MH0213                          STATION DESCRIPTION
 MH0213
 MH0213'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1942
 MH0213'0.9 MI S FROM SHIPLEY.
 MH0213'0.9 MILE SOUTH ALONG A GRADED ROAD FROM THE CROSSING OF THE
 MH0213'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY SOUTHWEST OF THE STATION
 MH0213'AT SHIPLEY, STORY COUNTY, THENCE 0.8 MILE EAST ALONG A
 MH0213'SECTION-LINE ROAD, AT THE SOUTHWEST CORNER OF THE SOUTHEAST
 MH0213'QUARTER OF THE SOUTHWEST QUARTER OF SEC. 26, T.83 N., R.23W.,
 MH0213'34.6 FEET EAST OF THE QUARTER QUARTER-SECTION LINE, 38.3 FEET
 MH0213'NORTH OF THE SOUTH ROAD FENCE, 1.9 FEET SOUTH OF THE NORTH
 MH0213'FENCE, AND 1.8 FEET WEST OF A WHITE WOODEN WITNESS POST.  A
 MH0213'STATE SURVEY STANDARD DISK, STAMPED 85-666 AND SET IN THE TOP
 MH0213'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0408 ***********************************************************************
 MH0408  DESIGNATION -  85 667
 MH0408  PID         -  MH0408
 MH0408  STATE/COUNTY-  IA/STORY
 MH0408  USGS QUAD   -  HUXLEY (1975)
 MH0408
 MH0408                         *CURRENT SURVEY CONTROL
 MH0408  ___________________________________________________________________
 MH0408* NAD 83(1986)-  41 57 55.     (N)    093 31 10.     (W)     SCALED    
 MH0408* NAVD 88     -       297.40   (+/-2cm)     975.7    (feet)  VERTCON   
 MH0408  ___________________________________________________________________
 MH0408  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 MH0408
 MH0408  VERT ORDER  -  ? (See Below)
 MH0408
 MH0408.The horizontal coordinates were scaled from a topographic map and have
 MH0408.an estimated accuracy of +/- 6 seconds.
 MH0408
 MH0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0408.The vertical order pertains to the NGVD 29 superseded value.
 MH0408
 MH0408.The geoid height was determined by GEOID03.
 MH0408
 MH0408;                    North         East    Units  Estimated Accuracy
 MH0408;SPC IA N     - 1,051,680.    1,498,390.      MT  (+/- 180 meters Scaled)
 MH0408
 MH0408                          SUPERSEDED SURVEY CONTROL
 MH0408
 MH0408  NGVD 29 (??/??/92)  297.369  (m)          975.62   (f) ADJ UNCH    ?  
 MH0408
 MH0408.Superseded values are not recommended for survey control.
 MH0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0408.See file dsdata.txt to determine how the superseded data were derived.
 MH0408
 MH0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG569460(NAD 83)
 MH0408_MARKER: DD = SURVEY DISK
 MH0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0408_STAMPING: 85-667
 MH0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0408+STABILITY: SURFACE MOTION
 MH0408
 MH0408  HISTORY     - Date     Condition        Report By
 MH0408  HISTORY     - UNK      MONUMENTED       IAGS
 MH0408  HISTORY     - 1941     GOOD             IAGS
 MH0408
 MH0408                          STATION DESCRIPTION
 MH0408
 MH0408'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1941
 MH0408'0.9 MI S FROM SHIPLEY.
 MH0408'0.9 MILE SOUTH ALONG A GRADED ROAD FROM THE CROSSING OF THE
 MH0408'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY SOUTHWEST OF THE
 MH0408'STATION AT SHIPLEY, STORY COUNTY, 0.4 MILE WEST ALONG A
 MH0408'SECTION-LINE ROAD, IN THE SOUTHWEST QUARTER OF THE SOUTHWEST
 MH0408'QUARTER OF SECTION 27 T 83 N., R 23 W., 75.3 FEET NORTHEAST
 MH0408'OF A 24-INCH ELM TREE AT THE EAST END OF A GROUP OF THREE TREES,
 MH0408'35.2 FEET NORTH OF THE SOUTH ROAD FENCE, 1.2 FEET SOUTH OF THE
 MH0408'NORTH FENCE, AND 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST.  A
 MH0408'STATE SURVEY STANDARD DISK, STAMPED 85-667 AND SET IN THE TOP
 MH0408'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0324 ***********************************************************************
 MH0324  DESIGNATION -  85 672
 MH0324  PID         -  MH0324
 MH0324  STATE/COUNTY-  IA/STORY
 MH0324  USGS QUAD   -  HUXLEY (1975)
 MH0324
 MH0324                         *CURRENT SURVEY CONTROL
 MH0324  ___________________________________________________________________
 MH0324* NAD 83(1986)-  41 57 51.     (N)    093 36 37.     (W)     SCALED    
 MH0324* NAVD 88     -       290.780  (meters)     954.00   (feet)  ADJUSTED  
 MH0324  ___________________________________________________________________
 MH0324  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 MH0324  DYNAMIC HT  -         290.668 (meters)     953.63  (feet)  COMP
 MH0324  MODELED GRAV-     980,231.4   (mgal)                       NAVD 88
 MH0324
 MH0324  VERT ORDER  -  FIRST     CLASS II
 MH0324
 MH0324.The horizontal coordinates were scaled from a topographic map and have
 MH0324.an estimated accuracy of +/- 6 seconds.
 MH0324
 MH0324.The orthometric height was determined by differential leveling
 MH0324.and adjusted by the National Geodetic Survey in June 1991..
 MH0324
 MH0324.The geoid height was determined by GEOID03.
 MH0324
 MH0324.The dynamic height is computed by dividing the NAVD 88
 MH0324.geopotential number by the normal gravity value computed on the
 MH0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0324.degrees latitude (g = 980.6199 gals.).
 MH0324
 MH0324.The modeled gravity was interpolated from observed gravity values.
 MH0324
 MH0324;                    North         East    Units  Estimated Accuracy
 MH0324;SPC IA N     - 1,051,560.    1,490,860.      MT  (+/- 180 meters Scaled)
 MH0324
 MH0324                          SUPERSEDED SURVEY CONTROL
 MH0324
 MH0324  NGVD 29 (??/??/92)  290.735  (m)          953.85   (f) ADJ UNCH    1 2
 MH0324
 MH0324.Superseded values are not recommended for survey control.
 MH0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0324.See file dsdata.txt to determine how the superseded data were derived.
 MH0324
 MH0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG494459(NAD 83)
 MH0324_MARKER: DD = SURVEY DISK
 MH0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0324_STAMPING: 85-672
 MH0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0324+STABILITY: SURFACE MOTION
 MH0324
 MH0324  HISTORY     - Date     Condition        Report By
 MH0324  HISTORY     - UNK      MONUMENTED       IAGS
 MH0324  HISTORY     - 1935     GOOD             IAGS
 MH0324  HISTORY     - 1975     MARK NOT FOUND   NGS
 MH0324  HISTORY     - 1979     MARK NOT FOUND   NGS
 MH0324
 MH0324                          STATION DESCRIPTION
 MH0324
 MH0324'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0324'4.2 MI S FROM AMES.
 MH0324'4.2 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE EAST JUNCTION OF
 MH0324'U.S. HIGHWAY 30 AT AMES, STORY COUNTY, IN SECTION 35 T 83 N,
 MH0324'R 24 W., 160 FEET NORTH-NORTHWEST OF AN IOWA HIGHWAY COMMISSION
 MH0324'BENCH MARK IN THE CENTER OF THE WEST HEADWALL OF A CULVERT, 93
 MH0324'FEET NORTH OF THE NORTH GATEPOST OF A FARM DRIVE, 92 FEET
 MH0324'EAST-NORTHEAST OF A 36-INCH ELM TREE, 60 FEET NORTHWEST OF POWER
 MH0324'(PAVEMENT) STATION 375, 53 FEET SOUTH OF THE CORNER POST OF A
 MH0324'YARD FENCE, 9.5 FEET EAST OF THE WEST FENCE, AND 2 FEET SOUTH OF
 MH0324'A WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK,
 MH0324'STAMPED 85-672 AND SET IN THE TOP OF A CONCRETE POST.
 MH0324
 MH0324                          STATION RECOVERY (1975)
 MH0324
 MH0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MH0324'MARK NOT FOUND.
 MH0324
 MH0324                          STATION RECOVERY (1979)
 MH0324
 MH0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MH0324'ALL LOCAL OBJECTS REMAIN EXCEPT THE WITNESS POST. MEASUREMENTS PLACE
 MH0324'THE MARK'S LOCATION IN WHAT IS NOW A DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0327 ***********************************************************************
 MH0327  DESIGNATION -  85 682
 MH0327  PID         -  MH0327
 MH0327  STATE/COUNTY-  IA/STORY
 MH0327  USGS QUAD   -  HUXLEY (1975)
 MH0327
 MH0327                         *CURRENT SURVEY CONTROL
 MH0327  ___________________________________________________________________
 MH0327* NAD 83(1986)-  41 56 09.     (N)    093 36 38.     (W)     SCALED    
 MH0327* NAVD 88     -       298.188  (meters)     978.31   (feet)  ADJUSTED  
 MH0327  ___________________________________________________________________
 MH0327  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 MH0327  DYNAMIC HT  -         298.070 (meters)     977.92  (feet)  COMP
 MH0327  MODELED GRAV-     980,219.3   (mgal)                       NAVD 88
 MH0327
 MH0327  VERT ORDER  -  FIRST     CLASS II
 MH0327
 MH0327.The horizontal coordinates were scaled from a topographic map and have
 MH0327.an estimated accuracy of +/- 6 seconds.
 MH0327
 MH0327.The orthometric height was determined by differential leveling
 MH0327.and adjusted by the National Geodetic Survey in June 1991..
 MH0327
 MH0327.The geoid height was determined by GEOID03.
 MH0327
 MH0327.The dynamic height is computed by dividing the NAVD 88
 MH0327.geopotential number by the normal gravity value computed on the
 MH0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0327.degrees latitude (g = 980.6199 gals.).
 MH0327
 MH0327.The modeled gravity was interpolated from observed gravity values.
 MH0327
 MH0327;                    North         East    Units  Estimated Accuracy
 MH0327;SPC IA N     - 1,048,420.    1,490,830.      MT  (+/- 180 meters Scaled)
 MH0327
 MH0327                          SUPERSEDED SURVEY CONTROL
 MH0327
 MH0327  NGVD 29 (??/??/92)  298.141  (m)          978.15   (f) ADJ UNCH    1 2
 MH0327
 MH0327.Superseded values are not recommended for survey control.
 MH0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0327.See file dsdata.txt to determine how the superseded data were derived.
 MH0327
 MH0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG493428(NAD 83)
 MH0327_MARKER: DD = SURVEY DISK
 MH0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0327_STAMPING: 85-682
 MH0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0327+STABILITY: SURFACE MOTION
 MH0327
 MH0327  HISTORY     - Date     Condition        Report By
 MH0327  HISTORY     - UNK      MONUMENTED       IAGS
 MH0327  HISTORY     - 1935     GOOD             IAGS
 MH0327  HISTORY     - 1975     MARK NOT FOUND   NGS
 MH0327  HISTORY     - 1979     MARK NOT FOUND   NGS
 MH0327
 MH0327                          STATION DESCRIPTION
 MH0327
 MH0327'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0327'3 MI N FROM HUXLEY.
 MH0327'3 MILES NORTH ALONG U.S. HIGHWAY 69 FROM THE ROAD INTERSECTION
 MH0327'AT HUXLEY, STORY COUNTY, AT THE NORTHEAST CORNER OF THE NORTHWEST
 MH0327'QUARTER OF SECTION 11 T 82 N, R 24 W., AT THE SOUTHWEST CORNER
 MH0327'OF THE INTERSECTION OF A COUNTY ROAD, 75.4 FEET WEST OF THE
 MH0327'SOUTHEAST CORNER POST AT THE INTERSECTION, 64.5 FEET SOUTH OF THE
 MH0327'NORTHWEST CORNER POST, 23.4 FEET EAST OF THE SOUTHWEST CORNER
 MH0327'POST, AND 1.2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A
 MH0327'STATE SURVEY STANDARD DISK, STAMPED 85-682 AND SET IN THE TOP
 MH0327'OF A CONCRETE POST.
 MH0327
 MH0327                          STATION RECOVERY (1975)
 MH0327
 MH0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MH0327'MARK NOT FOUND.
 MH0327
 MH0327                          STATION RECOVERY (1979)
 MH0327
 MH0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MH0327'MEASUREMENTS FROM THE EXISTING CORNER POSTS OF FENCES PLACE THE MARK
 MH0327'ON THE SHOULDER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0311 ***********************************************************************
 NK0311  DESIGNATION -  85 7
 NK0311  PID         -  NK0311
 NK0311  STATE/COUNTY-  IA/STORY
 NK0311  USGS QUAD   -  ZEARING (1975)
 NK0311
 NK0311                         *CURRENT SURVEY CONTROL
 NK0311  ___________________________________________________________________
 NK0311* NAD 83(1986)-  42 10 00.     (N)    093 18 32.     (W)     SCALED    
 NK0311* NAVD 88     -       336.094  (meters)    1102.67   (feet)  ADJUSTED  
 NK0311  ___________________________________________________________________
 NK0311  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 NK0311  DYNAMIC HT  -         335.970 (meters)    1102.26  (feet)  COMP
 NK0311  MODELED GRAV-     980,245.3   (mgal)                       NAVD 88
 NK0311
 NK0311  VERT ORDER  -  FIRST     CLASS II
 NK0311
 NK0311.The horizontal coordinates were scaled from a topographic map and have
 NK0311.an estimated accuracy of +/- 6 seconds.
 NK0311
 NK0311.The orthometric height was determined by differential leveling
 NK0311.and adjusted by the National Geodetic Survey in June 1991..
 NK0311
 NK0311.The geoid height was determined by GEOID03.
 NK0311
 NK0311.The dynamic height is computed by dividing the NAVD 88
 NK0311.geopotential number by the normal gravity value computed on the
 NK0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0311.degrees latitude (g = 980.6199 gals.).
 NK0311
 NK0311.The modeled gravity was interpolated from observed gravity values.
 NK0311
 NK0311;                    North         East    Units  Estimated Accuracy
 NK0311;SPC IA N     - 1,074,070.    1,515,790.      MT  (+/- 180 meters Scaled)
 NK0311
 NK0311                          SUPERSEDED SURVEY CONTROL
 NK0311
 NK0311  NGVD 29 (??/??/92)  336.067  (m)         1102.58   (f) ADJ UNCH    1 2
 NK0311
 NK0311.Superseded values are not recommended for survey control.
 NK0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0311.See file dsdata.txt to determine how the superseded data were derived.
 NK0311
 NK0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG744683(NAD 83)
 NK0311_MARKER: DD = SURVEY DISK
 NK0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0311_STAMPING: 85-7
 NK0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0311+STABILITY: SURFACE MOTION
 NK0311
 NK0311  HISTORY     - Date     Condition        Report By
 NK0311  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0311  HISTORY     - 1934     GOOD             IAGS
 NK0311  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0311
 NK0311                          STATION DESCRIPTION
 NK0311
 NK0311'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0311'NEAR ZEARING.
 NK0311'NEAR THE NORTHWEST CORNER OF ZEARING, STORY COUNTY, IN THE
 NK0311'SOUTHWEST QUARTER OF SEC. 16, T. 85 N., R. 21 W., 242 FEET NORTH
 NK0311'OF THE INTERSECTION OF STATE HIGHWAY 317 LEADING WEST AND COUNTY
 NK0311'ROAD D LEADING EAST, OPPOSITE A STANDARD OIL SERVICE STATION,
 NK0311'39 FEET SOUTH OF PAVEMENT STATION 532, 49.3 FEET EAST OF THE
 NK0311'CENTERLINE OF THE HIGHWAY, AND 1.5 FEET SOUTH OF A WHITE WOODEN
 NK0311'WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED 85-7 AND SET
 NK0311'IN THE TOP OF A CONCRETE POST.
 NK0311
 NK0311                          STATION RECOVERY (1975)
 NK0311
 NK0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0808 ***********************************************************************
 MH0808  DESIGNATION -  85 709 RESET
 MH0808  PID         -  MH0808
 MH0808  STATE/COUNTY-  IA/STORY
 MH0808  USGS QUAD   -  HUXLEY (1975)
 MH0808
 MH0808                         *CURRENT SURVEY CONTROL
 MH0808  ___________________________________________________________________
 MH0808* NAD 83(1986)-  41 53 57.     (N)    093 33 16.     (W)     SCALED    
 MH0808* NAVD 88     -       275.29   (+/-2cm)     903.2    (feet)  VERTCON   
 MH0808  ___________________________________________________________________
 MH0808  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 MH0808
 MH0808  VERT ORDER  -  THIRD (See Below)
 MH0808
 MH0808.The horizontal coordinates were scaled from a topographic map and have
 MH0808.an estimated accuracy of +/- 6 seconds.
 MH0808
 MH0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0808.The vertical order pertains to the NGVD 29 superseded value.
 MH0808
 MH0808.The geoid height was determined by GEOID03.
 MH0808
 MH0808;                    North         East    Units  Estimated Accuracy
 MH0808;SPC IA N     - 1,044,340.    1,495,480.      MT  (+/- 180 meters Scaled)
 MH0808
 MH0808                          SUPERSEDED SURVEY CONTROL
 MH0808
 MH0808  NGVD 29 (05/12/04)  275.26   (m)          903.1    (f) RESET       3  
 MH0808
 MH0808.Superseded values are not recommended for survey control.
 MH0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0808.See file dsdata.txt to determine how the superseded data were derived.
 MH0808
 MH0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG540387(NAD 83)
 MH0808_MARKER: DV = VERTICAL CONTROL DISK
 MH0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0808_SP_SET: CONCRETE POST
 MH0808_STAMPING: 85 709 RESET 1992
 MH0808_MARK LOGO: NGS   
 MH0808_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0808+STABILITY: SURFACE MOTION
 MH0808
 MH0808  HISTORY     - Date     Condition        Report By
 MH0808  HISTORY     - 1992     MONUMENTED       IA-169
 MH0808
 MH0808                          STATION DESCRIPTION
 MH0808
 MH0808'DESCRIBED BY STORY COUNTY IOWA 1992
 MH0808'ONE-HALF MILE WEST OF THE WEST CORPORATE LIMITS OF THE CITY OF
 MH0808'CAMBRIDGE, ALONG THE EXTENSION OF COUNTY ROUTE E63 AND ONE MILE EAST
 MH0808'OF THE EAST RIGHT-OF-WAY LINE OF INTERSTATE 35, ALSO ALONG THE
 MH0808'EXTENSION OF COUNTY ROUTE E63, 199.99 FEET (60.96 M) EAST OF THE
 MH0808'CENTER OF SECTION 20, T82N, R23W, OF THE 5TH P.M.  AND 86.9 FEET
 MH0808'(26.5 M) NORTH OF PRESENT ROAD CENTERLINE, 4 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0401 ***********************************************************************
 MH0401  DESIGNATION -  85 710
 MH0401  PID         -  MH0401
 MH0401  STATE/COUNTY-  IA/STORY
 MH0401  USGS QUAD   -  HUXLEY (1975)
 MH0401
 MH0401                         *CURRENT SURVEY CONTROL
 MH0401  ___________________________________________________________________
 MH0401* NAD 83(1986)-  41 53 57.     (N)    093 32 02.     (W)     SCALED    
 MH0401* NAVD 88     -       264.36   (+/-2cm)     867.3    (feet)  VERTCON   
 MH0401  ___________________________________________________________________
 MH0401  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 MH0401
 MH0401  VERT ORDER  -  ? (See Below)
 MH0401
 MH0401.The horizontal coordinates were scaled from a topographic map and have
 MH0401.an estimated accuracy of +/- 6 seconds.
 MH0401
 MH0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0401.The vertical order pertains to the NGVD 29 superseded value.
 MH0401
 MH0401.The geoid height was determined by GEOID03.
 MH0401
 MH0401;                    North         East    Units  Estimated Accuracy
 MH0401;SPC IA N     - 1,044,340.    1,497,190.      MT  (+/- 180 meters Scaled)
 MH0401
 MH0401                          SUPERSEDED SURVEY CONTROL
 MH0401
 MH0401  NGVD 29 (??/??/92)  264.332  (m)          867.23   (f) ADJ UNCH    ?  
 MH0401
 MH0401.Superseded values are not recommended for survey control.
 MH0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0401.See file dsdata.txt to determine how the superseded data were derived.
 MH0401
 MH0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG557387(NAD 83)
 MH0401_MARKER: DD = SURVEY DISK
 MH0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0401_STAMPING: 85-710
 MH0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0401+STABILITY: SURFACE MOTION
 MH0401
 MH0401  HISTORY     - Date     Condition        Report By
 MH0401  HISTORY     - UNK      MONUMENTED       IAGS
 MH0401  HISTORY     - 1941     GOOD             IAGS
 MH0401
 MH0401                          STATION DESCRIPTION
 MH0401
 MH0401'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1941
 MH0401'AT CAMBRIDGE.
 MH0401'AT CAMBRIDGE, STORY COUNTY, ONE BLOCK NORTH AND 3 BLOCKS WEST
 MH0401'OF THE SCHOOLHOUSE, AT A STREET INTERSECTION, 50 FEET NORTHWEST
 MH0401'OF THE NORTHWEST CORNER OF A HOUSE AT THE SOUTHEAST CORNER, 48.8
 MH0401'FEET EAST OF A POST AT A YARD CORNER, 74.4 FEET SOUTH-SOUTHEAST
 MH0401'OF A HYDRANT, ON THE SOUTH SIDE OF THE STREET, 17.9 FEET NORTHWEST
 MH0401'OF A 2-FOOT BOX ELDER TREE, 5.7 FEET WEST OF A POLE, AND 2 FEET
 MH0401'SOUTH OF A WHITE-WOODEN WITNESS POST.  A STATE SURVEY STANDARD
 MH0401'DISK, STAMPED 85-710 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0313 ***********************************************************************
 NK0313  DESIGNATION -  85 8
 NK0313  PID         -  NK0313
 NK0313  STATE/COUNTY-  IA/STORY
 NK0313  USGS QUAD   -  ZEARING (1975)
 NK0313
 NK0313                         *CURRENT SURVEY CONTROL
 NK0313  ___________________________________________________________________
 NK0313* NAD 83(1986)-  42 09 20.     (N)    093 18 35.     (W)     SCALED    
 NK0313* NAVD 88     -       331.394  (meters)    1087.25   (feet)  ADJUSTED  
 NK0313  ___________________________________________________________________
 NK0313  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 NK0313  DYNAMIC HT  -         331.272 (meters)    1086.85  (feet)  COMP
 NK0313  MODELED GRAV-     980,243.9   (mgal)                       NAVD 88
 NK0313
 NK0313  VERT ORDER  -  FIRST     CLASS II
 NK0313
 NK0313.The horizontal coordinates were scaled from a topographic map and have
 NK0313.an estimated accuracy of +/- 6 seconds.
 NK0313
 NK0313.The orthometric height was determined by differential leveling
 NK0313.and adjusted by the National Geodetic Survey in June 1991..
 NK0313
 NK0313.The geoid height was determined by GEOID03.
 NK0313
 NK0313.The dynamic height is computed by dividing the NAVD 88
 NK0313.geopotential number by the normal gravity value computed on the
 NK0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0313.degrees latitude (g = 980.6199 gals.).
 NK0313
 NK0313.The modeled gravity was interpolated from observed gravity values.
 NK0313
 NK0313;                    North         East    Units  Estimated Accuracy
 NK0313;SPC IA N     - 1,072,830.    1,515,730.      MT  (+/- 180 meters Scaled)
 NK0313
 NK0313                          SUPERSEDED SURVEY CONTROL
 NK0313
 NK0313  NGVD 29 (??/??/92)  331.367  (m)         1087.16   (f) ADJ UNCH    1 2
 NK0313
 NK0313.Superseded values are not recommended for survey control.
 NK0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0313.See file dsdata.txt to determine how the superseded data were derived.
 NK0313
 NK0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG744670(NAD 83)
 NK0313_MARKER: DD = SURVEY DISK
 NK0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0313_STAMPING: 85-8
 NK0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0313+STABILITY: SURFACE MOTION
 NK0313
 NK0313  HISTORY     - Date     Condition        Report By
 NK0313  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0313  HISTORY     - 1934     GOOD             IAGS
 NK0313  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0313
 NK0313                          STATION DESCRIPTION
 NK0313
 NK0313'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0313'0.8 MI S FROM ZEARING.
 NK0313'3/4 MILE SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF
 NK0313'STATE HIGHWAY 317 AT ZEARING, STORY COUNTY, NEAR THE SOUTHWEST
 NK0313'CORNER OF TOWN, 128 FEET NORTH OF THE SOUTH QUARTER-QUARTER-SECTION
 NK0313'LINE OF SEC. 20, T. 85 N., R. 21 W., 41.8 FEET WEST OF THE CENTERLINE
 NK0313'OF THE HIGHWAY AT STATION 292, AND 1.9 FEET SOUTHWEST OF A WHITE
 NK0313'WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED
 NK0313'85-8 AND SET IN THE TOP OF A CONCRETE POST.
 NK0313
 NK0313                          STATION RECOVERY (1975)
 NK0313
 NK0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0314 ***********************************************************************
 NK0314  DESIGNATION -  85 9
 NK0314  PID         -  NK0314
 NK0314  STATE/COUNTY-  IA/STORY
 NK0314  USGS QUAD   -  COLO (1975)
 NK0314
 NK0314                         *CURRENT SURVEY CONTROL
 NK0314  ___________________________________________________________________
 NK0314* NAD 83(1986)-  42 07 24.     (N)    093 18 35.     (W)     SCALED    
 NK0314* NAVD 88     -       336.455  (meters)    1103.85   (feet)  ADJUSTED  
 NK0314  ___________________________________________________________________
 NK0314  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 NK0314  DYNAMIC HT  -         336.329 (meters)    1103.44  (feet)  COMP
 NK0314  MODELED GRAV-     980,238.9   (mgal)                       NAVD 88
 NK0314
 NK0314  VERT ORDER  -  FIRST     CLASS II
 NK0314
 NK0314.The horizontal coordinates were scaled from a topographic map and have
 NK0314.an estimated accuracy of +/- 6 seconds.
 NK0314
 NK0314.The orthometric height was determined by differential leveling
 NK0314.and adjusted by the National Geodetic Survey in June 1991..
 NK0314
 NK0314.The geoid height was determined by GEOID03.
 NK0314
 NK0314.The dynamic height is computed by dividing the NAVD 88
 NK0314.geopotential number by the normal gravity value computed on the
 NK0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0314.degrees latitude (g = 980.6199 gals.).
 NK0314
 NK0314.The modeled gravity was interpolated from observed gravity values.
 NK0314
 NK0314;                    North         East    Units  Estimated Accuracy
 NK0314;SPC IA N     - 1,069,260.    1,515,730.      MT  (+/- 180 meters Scaled)
 NK0314
 NK0314                          SUPERSEDED SURVEY CONTROL
 NK0314
 NK0314  NGVD 29 (??/??/92)  336.425  (m)         1103.75   (f) ADJ UNCH    1 2
 NK0314
 NK0314.Superseded values are not recommended for survey control.
 NK0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0314.See file dsdata.txt to determine how the superseded data were derived.
 NK0314
 NK0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG743635(NAD 83)
 NK0314_MARKER: DD = SURVEY DISK
 NK0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0314_STAMPING: 85-9
 NK0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0314+STABILITY: SURFACE MOTION
 NK0314
 NK0314  HISTORY     - Date     Condition        Report By
 NK0314  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0314  HISTORY     - 1934     GOOD             IAGS
 NK0314  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0314
 NK0314                          STATION DESCRIPTION
 NK0314
 NK0314'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0314'3 MI S FROM ZEARING.
 NK0314'3 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF
 NK0314'STATE HIGHWAY 317 AT ZEARING, STORY COUNTY, AT THE SOUTHEAST
 NK0314'CORNER OF SEC. 32, T. 85 N., R. 21 W., 137 FEET NORTH OF A
 NK0314'COUNTY-ROAD INTERSECTION, 17.5 FEET NORTH OF PAVEMENT STATION
 NK0314'372, 37.9 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.6
 NK0314'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY
 NK0314'STANDARD DISK, STAMPED 85-9 AND SET IN THE TOP OF A CONCRETE
 NK0314'POST.
 NK0314
 NK0314                          STATION RECOVERY (1975)
 NK0314
 NK0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0636 ***********************************************************************
 MG0636  DESIGNATION -  851
 MG0636  PID         -  MG0636
 MG0636  STATE/COUNTY-  IA/LINN
 MG0636  USGS QUAD   -  BERTRAM (1993)
 MG0636
 MG0636                         *CURRENT SURVEY CONTROL
 MG0636  ___________________________________________________________________
 MG0636* NAD 83(1986)-  41 54 15.     (N)    091 37 07.     (W)     SCALED    
 MG0636* NAVD 88     -       241.109  (meters)     791.04   (feet)  ADJUSTED  
 MG0636  ___________________________________________________________________
 MG0636  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 MG0636  DYNAMIC HT  -         241.018 (meters)     790.74  (feet)  COMP
 MG0636  MODELED GRAV-     980,241.4   (mgal)                       NAVD 88
 MG0636
 MG0636  VERT ORDER  -  SECOND    CLASS 0
 MG0636
 MG0636.The horizontal coordinates were scaled from a topographic map and have
 MG0636.an estimated accuracy of +/- 6 seconds.
 MG0636
 MG0636.The orthometric height was determined by differential leveling
 MG0636.and adjusted by the National Geodetic Survey in June 1991..
 MG0636
 MG0636.The geoid height was determined by GEOID03.
 MG0636
 MG0636.The dynamic height is computed by dividing the NAVD 88
 MG0636.geopotential number by the normal gravity value computed on the
 MG0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0636.degrees latitude (g = 980.6199 gals.).
 MG0636
 MG0636.The modeled gravity was interpolated from observed gravity values.
 MG0636
 MG0636;                    North         East    Units  Estimated Accuracy
 MG0636;SPC IA N     - 1,046,630.    1,656,100.      MT  (+/- 180 meters Scaled)
 MG0636
 MG0636                          SUPERSEDED SURVEY CONTROL
 MG0636
 MG0636  NGVD 29 (??/??/92)  241.13   (m)          791.1    (f) COMPUTED    2 0
 MG0636
 MG0636.Superseded values are not recommended for survey control.
 MG0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0636.See file dsdata.txt to determine how the superseded data were derived.
 MG0636
 MG0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG145400(NAD 83)
 MG0636_MARKER: DD = SURVEY DISK
 MG0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0636_SP_SET: CULVERT
 MG0636_STAMPING: 851
 MG0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0636
 MG0636  HISTORY     - Date     Condition        Report By
 MG0636  HISTORY     - UNK      MONUMENTED       LOCENG
 MG0636  HISTORY     - 1934     GOOD             NGS
 MG0636  HISTORY     - 20050530 MARK NOT FOUND   GEOCAC
 MG0636
 MG0636                          STATION DESCRIPTION
 MG0636
 MG0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0636'2.7 MI NW FROM ELY.
 MG0636'2.7 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0636'RAILWAY FROM THE STATION AT ELY, LINN COUNTY, 21 POLES NORTH OF
 MG0636'MILEPOST 91, AT A PUBLIC-ROAD CROSSING, 108 FEET WEST OF THE
 MG0636'CENTERLINE OF THE TRACK, AT A 4-FOOT SQUARE REINFORCED CONCRETE
 MG0636'BOX HIGHWAY CULVERT, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE
 MG0636'HEAD WALL, AND 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MG0636'STAMPED 851.
 MG0636
 MG0636                          STATION RECOVERY (2005)
 MG0636
 MG0636'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 MG0636'RAILROAD HAS BEEN ABANDONED AND DISMANTLED. THE ROAD HAS BEEN REGRADED
 MG0636'AND WIDENED.  IF THE CONCRETE BOX CULVERT AT THE DESCRIBED LOCATION
 MG0636'SURVIVES, IT HAS BEEN COVERED.  A LOW SPOT APPEARS IN THE ROADSIDE
 MG0636'DITCH WHICH MAY INDICATE THE LOCATION OF THE CONCRETE BOX CULVERT.
 MG0636' 
 MG0636'IF THE MARK SURVIVES, IT IS BURIED UNDER THE ROAD OR THE SHOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0418 ***********************************************************************
 MH0418  DESIGNATION -  872
 MH0418  PID         -  MH0418
 MH0418  STATE/COUNTY-  IA/DALLAS
 MH0418  USGS QUAD   -  WAUKEE (1976)
 MH0418
 MH0418                         *CURRENT SURVEY CONTROL
 MH0418  ___________________________________________________________________
 MH0418* NAD 83(1986)-  41 32 02.     (N)    093 57 17.     (W)     SCALED    
 MH0418* NAVD 88     -       265.988  (meters)     872.66   (feet)  ADJUSTED  
 MH0418  ___________________________________________________________________
 MH0418  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 MH0418  DYNAMIC HT  -         265.870 (meters)     872.28  (feet)  COMP
 MH0418  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 MH0418
 MH0418  VERT ORDER  -  FIRST     CLASS II
 MH0418
 MH0418.The horizontal coordinates were scaled from a topographic map and have
 MH0418.an estimated accuracy of +/- 6 seconds.
 MH0418
 MH0418.The orthometric height was determined by differential leveling
 MH0418.and adjusted by the National Geodetic Survey in June 1991..
 MH0418
 MH0418.The geoid height was determined by GEOID03.
 MH0418
 MH0418.The dynamic height is computed by dividing the NAVD 88
 MH0418.geopotential number by the normal gravity value computed on the
 MH0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0418.degrees latitude (g = 980.6199 gals.).
 MH0418
 MH0418.The modeled gravity was interpolated from observed gravity values.
 MH0418
 MH0418;                    North         East    Units  Estimated Accuracy
 MH0418;SPC IA S     -   170,440.      462,050.      MT  (+/- 180 meters Scaled)
 MH0418
 MH0418                          SUPERSEDED SURVEY CONTROL
 MH0418
 MH0418  NGVD 29 (??/??/92)  265.928  (m)          872.47   (f) ADJ UNCH    1 2
 MH0418
 MH0418.Superseded values are not recommended for survey control.
 MH0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0418.See file dsdata.txt to determine how the superseded data were derived.
 MH0418
 MH0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF203984(NAD 83)
 MH0418_MARKER: P = PIPE CAP
 MH0418_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MH0418_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MH0418_STAMPING: 872.436
 MH0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0418
 MH0418  HISTORY     - Date     Condition        Report By
 MH0418  HISTORY     - UNK      MONUMENTED       USGS
 MH0418  HISTORY     - 1950     GOOD             NGS
 MH0418
 MH0418                          STATION DESCRIPTION
 MH0418
 MH0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0418'AT VAN METER.
 MH0418'AT VAN METER, DALLAS COUNTY, ON THE CHICAGO ROCK ISLAND AND
 MH0418'PACIFIC RAILROAD, 123 FEET NORTHWEST OF THE NORTHWEST CORNER
 MH0418'OF THE STATION, 64.5 FEET NORTH OF THE CENTER LINE OF THE MAIN
 MH0418'TRACK AND 53 FEET EAST OF A POWER LINE POLE.  A UNITED STATES
 MH0418'GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE END OF A 3 1/2-INCH
 MH0418'IRON PIPE.  NOTE-- RECOVERED AS DESCRIBED ON LINE, COUNCIL
 MH0418'BLUFFS TO DES MOINES, IOWA.  THE IRON PIPE TO WHICH THE CAP IS
 MH0418'ATTACHED IS ALMOST RUSTED THROUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0400 ***********************************************************************
 MH0400  DESIGNATION -  872
 MH0400  PID         -  MH0400
 MH0400  STATE/COUNTY-  IA/STORY
 MH0400  USGS QUAD   -  HUXLEY (1975)
 MH0400
 MH0400                         *CURRENT SURVEY CONTROL
 MH0400  ___________________________________________________________________
 MH0400* NAD 83(1986)-  41 53 55.     (N)    093 31 45.     (W)     SCALED    
 MH0400* NAVD 88     -       265.374  (meters)     870.65   (feet)  ADJUSTED  
 MH0400  ___________________________________________________________________
 MH0400  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 MH0400  DYNAMIC HT  -         265.266 (meters)     870.29  (feet)  COMP
 MH0400  MODELED GRAV-     980,209.7   (mgal)                       NAVD 88
 MH0400
 MH0400  VERT ORDER  -  SECOND    CLASS 0
 MH0400
 MH0400.The horizontal coordinates were scaled from a topographic map and have
 MH0400.an estimated accuracy of +/- 6 seconds.
 MH0400
 MH0400.The orthometric height was determined by differential leveling
 MH0400.and adjusted by the National Geodetic Survey in June 1991..
 MH0400
 MH0400.The geoid height was determined by GEOID03.
 MH0400
 MH0400.The dynamic height is computed by dividing the NAVD 88
 MH0400.geopotential number by the normal gravity value computed on the
 MH0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0400.degrees latitude (g = 980.6199 gals.).
 MH0400
 MH0400.The modeled gravity was interpolated from observed gravity values.
 MH0400
 MH0400;                    North         East    Units  Estimated Accuracy
 MH0400;SPC IA N     - 1,044,280.    1,497,580.      MT  (+/- 180 meters Scaled)
 MH0400
 MH0400                          SUPERSEDED SURVEY CONTROL
 MH0400
 MH0400  NGVD 29 (??/??/92)  265.353  (m)          870.58   (f) ADJ UNCH    2 0
 MH0400
 MH0400.Superseded values are not recommended for survey control.
 MH0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0400.See file dsdata.txt to determine how the superseded data were derived.
 MH0400
 MH0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG561386(NAD 83)
 MH0400_MARKER: DD = SURVEY DISK
 MH0400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0400_SP_SET: WALL
 MH0400_STAMPING: 872
 MH0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0400+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 MH0400
 MH0400  HISTORY     - Date     Condition        Report By
 MH0400  HISTORY     - UNK      MONUMENTED       USGS
 MH0400  HISTORY     - 1941     GOOD             IAGS
 MH0400  HISTORY     - 20050530 GOOD             INDIV
 MH0400
 MH0400                          STATION DESCRIPTION
 MH0400
 MH0400'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1941
 MH0400'AT CAMBRIDGE.
 MH0400'AT CAMBRIDGE, STORY COUNTY, ON STATE HIGHWAY 211, AT THE OLD
 MH0400'STATE BANK BUILDING, IN THE EAST BRICK WALL, 1.4 FEET NORTH OF
 MH0400'THE SOUTHEAST CORNER, 29 FEET WEST OF THE CENTERLINE OF THE
 MH0400'HIGHWAY, AND 2.9 FEET ABOVE THE GROUND.  A UNITED STATES
 MH0400'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 872 AND SET VERTICALLY.
 MH0400
 MH0400                          STATION RECOVERY (2005)
 MH0400
 MH0400'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MLS)
 MH0400'RECOVERED AS DESCRIBED.  BUILDING IS NOW CALLED UNCLE LEVIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0114 ***********************************************************************
 MH0114  DESIGNATION -  878
 MH0114  PID         -  MH0114
 MH0114  STATE/COUNTY-  IA/MARION
 MH0114  USGS QUAD   -  PELLA (1980)
 MH0114
 MH0114                         *CURRENT SURVEY CONTROL
 MH0114  ___________________________________________________________________
 MH0114* NAD 83(1986)-  41 24 01.     (N)    092 55 07.     (W)     SCALED    
 MH0114* NAVD 88     -       267.305  (meters)     876.98   (feet)  ADJUSTED  
 MH0114  ___________________________________________________________________
 MH0114  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 MH0114  DYNAMIC HT  -         267.190 (meters)     876.61  (feet)  COMP
 MH0114  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 MH0114
 MH0114  VERT ORDER  -  FIRST     CLASS II
 MH0114
 MH0114.The horizontal coordinates were scaled from a topographic map and have
 MH0114.an estimated accuracy of +/- 6 seconds.
 MH0114
 MH0114.The orthometric height was determined by differential leveling
 MH0114.and adjusted by the National Geodetic Survey in June 1991..
 MH0114
 MH0114.The geoid height was determined by GEOID03.
 MH0114
 MH0114.The dynamic height is computed by dividing the NAVD 88
 MH0114.geopotential number by the normal gravity value computed on the
 MH0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0114.degrees latitude (g = 980.6199 gals.).
 MH0114
 MH0114.The modeled gravity was interpolated from observed gravity values.
 MH0114
 MH0114;                    North         East    Units  Estimated Accuracy
 MH0114;SPC IA S     -   155,660.      548,620.      MT  (+/- 180 meters Scaled)
 MH0114
 MH0114                          SUPERSEDED SURVEY CONTROL
 MH0114
 MH0114  NGVD 29 (??/??/92)  267.274  (m)          876.88   (f) ADJ UNCH    1 2
 MH0114
 MH0114.Superseded values are not recommended for survey control.
 MH0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0114.See file dsdata.txt to determine how the superseded data were derived.
 MH0114
 MH0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF068831(NAD 83)
 MH0114_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 MH0114_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MH0114_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MH0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0114
 MH0114  HISTORY     - Date     Condition        Report By
 MH0114  HISTORY     - UNK      MONUMENTED       USGS
 MH0114  HISTORY     - 1943     POOR             NGS
 MH0114
 MH0114                          STATION DESCRIPTION
 MH0114
 MH0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MH0114'AT PELLA.
 MH0114'AT PELLA, MARION COUNTY, NEAR THE SOUTHEAST CORNER OF THE CAMPUS
 MH0114'OF CENTRAL COLLEGE, 29 FEET NORTH OF THE NORTHWEST CORNER OF THE
 MH0114'INTERSECTION OF THE STREETS SOUTH AND EAST OF THE GIRLS
 MH0114'DORMITORY, AND 3 FEET WEST OF A WALK.  A UNITED STATES
 MH0114'GEOLOGICAL SURVEY STANDARD CAP RIVETED ON THE TOP OF A 3-1/2-INCH
 MH0114'IRON PIPE.  NOTE-- THE CAP IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0236 ***********************************************************************
 MH0236  DESIGNATION -  884
 MH0236  PID         -  MH0236
 MH0236  STATE/COUNTY-  IA/MARION
 MH0236  USGS QUAD   -  OTLEY (1965)
 MH0236
 MH0236                         *CURRENT SURVEY CONTROL
 MH0236  ___________________________________________________________________
 MH0236* NAD 83(1986)-  41 27 57.     (N)    093 02 11.     (W)     SCALED    
 MH0236* NAVD 88     -       269.106  (meters)     882.89   (feet)  ADJUSTED  
 MH0236  ___________________________________________________________________
 MH0236  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 MH0236  DYNAMIC HT  -         268.991 (meters)     882.51  (feet)  COMP
 MH0236  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 MH0236
 MH0236  VERT ORDER  -  FIRST     CLASS II
 MH0236
 MH0236.The horizontal coordinates were scaled from a topographic map and have
 MH0236.an estimated accuracy of +/- 6 seconds.
 MH0236
 MH0236.The orthometric height was determined by differential leveling
 MH0236.and adjusted by the National Geodetic Survey in June 1991..
 MH0236
 MH0236.The geoid height was determined by GEOID03.
 MH0236
 MH0236.The dynamic height is computed by dividing the NAVD 88
 MH0236.geopotential number by the normal gravity value computed on the
 MH0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0236.degrees latitude (g = 980.6199 gals.).
 MH0236
 MH0236.The modeled gravity was interpolated from observed gravity values.
 MH0236
 MH0236;                    North         East    Units  Estimated Accuracy
 MH0236;SPC IA S     -   162,880.      538,730.      MT  (+/- 180 meters Scaled)
 MH0236
 MH0236                          SUPERSEDED SURVEY CONTROL
 MH0236
 MH0236  NGVD 29 (??/??/92)  269.073  (m)          882.78   (f) ADJ UNCH    1 2
 MH0236
 MH0236.Superseded values are not recommended for survey control.
 MH0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0236.See file dsdata.txt to determine how the superseded data were derived.
 MH0236
 MH0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF969904(NAD 83)
 MH0236_MARKER: P = PIPE CAP
 MH0236_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MH0236_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MH0236_STAMPING: 884 IOWA
 MH0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0236
 MH0236  HISTORY     - Date     Condition        Report By
 MH0236  HISTORY     - UNK      MONUMENTED       CGS
 MH0236  HISTORY     - 1930     GOOD             NGS
 MH0236  HISTORY     - 1934     GOOD             NGS
 MH0236  HISTORY     - 20031105 MARK NOT FOUND   JCLS
 MH0236
 MH0236                          STATION DESCRIPTION
 MH0236
 MH0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 MH0236'AT OTLEY.
 MH0236'AT OTLEY, 1/4 MILE NORTHWEST OF THE CHICAGO, ROCK ISLAND AND
 MH0236'PACIFIC RAILWAY STATION, 20 FEET SOUTH OF THE NORTHEAST CORNER
 MH0236'OF THE YARD AROUND A DWELLING, 20 FEET SOUTHWEST OF STATE
 MH0236'HIGHWAY 163 AT STATION 709, 3.2 FEET LOWER THAN THE HIGHWAY,
 MH0236'AND JUST OUTSIDE OF A HEDGE.  A UNITED STATES GEOLOGICAL SURVEY
 MH0236'STANDARD CAP, STAMPED 884 IOWA AND RIVETED ON THE TOP OF A
 MH0236'3-1/2-INCH IRON PIPE.
 MH0236
 MH0236                          STATION RECOVERY (1934)
 MH0236
 MH0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MH0236'RECOVERED IN GOOD CONDITION.
 MH0236
 MH0236                          STATION RECOVERY (2003)
 MH0236
 MH0236'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 MH0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0219 ***********************************************************************
 MH0219  DESIGNATION -  895
 MH0219  PID         -  MH0219
 MH0219  STATE/COUNTY-  IA/LUCAS
 MH0219  USGS QUAD   -  LUCAS (1982)
 MH0219
 MH0219                         *CURRENT SURVEY CONTROL
 MH0219  ___________________________________________________________________
 MH0219* NAD 83(1986)-  41 01 43.     (N)    093 27 36.     (W)     SCALED    
 MH0219* NAVD 88     -       272.880  (meters)     895.27   (feet)  ADJUSTED  
 MH0219  ___________________________________________________________________
 MH0219  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 MH0219  DYNAMIC HT  -         272.754 (meters)     894.86  (feet)  COMP
 MH0219  MODELED GRAV-     980,153.6   (mgal)                       NAVD 88
 MH0219
 MH0219  VERT ORDER  -  SECOND    CLASS 0
 MH0219
 MH0219.The horizontal coordinates were scaled from a topographic map and have
 MH0219.an estimated accuracy of +/- 6 seconds.
 MH0219
 MH0219.The orthometric height was determined by differential leveling
 MH0219.and adjusted by the National Geodetic Survey in June 1991..
 MH0219
 MH0219.The geoid height was determined by GEOID03.
 MH0219
 MH0219.The dynamic height is computed by dividing the NAVD 88
 MH0219.geopotential number by the normal gravity value computed on the
 MH0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0219.degrees latitude (g = 980.6199 gals.).
 MH0219
 MH0219.The modeled gravity was interpolated from observed gravity values.
 MH0219
 MH0219;                    North         East    Units  Estimated Accuracy
 MH0219;SPC IA S     -   114,230.      503,360.      MT  (+/- 180 meters Scaled)
 MH0219
 MH0219                          SUPERSEDED SURVEY CONTROL
 MH0219
 MH0219  NGVD 29 (??/??/92)  272.777  (m)          894.94   (f) ADJ UNCH    2 0
 MH0219
 MH0219.Superseded values are not recommended for survey control.
 MH0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0219.See file dsdata.txt to determine how the superseded data were derived.
 MH0219
 MH0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF613420(NAD 83)
 MH0219_MARKER: P = PIPE CAP
 MH0219_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MH0219_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MH0219_STAMPING: 895 IOWA 1913
 MH0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0219
 MH0219  HISTORY     - Date     Condition        Report By
 MH0219  HISTORY     - 1913     MONUMENTED       CGS
 MH0219  HISTORY     - 1945     GOOD             NGS
 MH0219
 MH0219                          STATION DESCRIPTION
 MH0219
 MH0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 MH0219'AT LUCAS.
 MH0219'AT LUCAS, 300 FEET NORTH OF THE CHICAGO, BURLINGTON AND QUINCY
 MH0219'RAILROAD TRACK, ON MAIN STREET, AT THE SOUTHWEST CORNER OF THE
 MH0219'BLOCK OF THE MAIN BUSINESS DISTRICT, AND OPPOSITE THE C.B. ROGERS
 MH0219'AND CO. LUMBERYARD, IN 1935.  A UNITED STATES GEOLOGICAL SURVEY
 MH0219'STANDARD CAP, STAMPED 895 IOWA 1913 AND RIVETED ON THE TOP OF
 MH0219'A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0235 ***********************************************************************
 MH0235  DESIGNATION -  895
 MH0235  PID         -  MH0235
 MH0235  STATE/COUNTY-  IA/MARION
 MH0235  USGS QUAD   -  OTLEY (1965)
 MH0235
 MH0235                         *CURRENT SURVEY CONTROL
 MH0235  ___________________________________________________________________
 MH0235* NAD 83(1986)-  41 27 55.     (N)    093 02 04.     (W)     SCALED    
 MH0235* NAVD 88     -       272.810  (meters)     895.04   (feet)  ADJUSTED  
 MH0235  ___________________________________________________________________
 MH0235  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 MH0235  DYNAMIC HT  -         272.694 (meters)     894.66  (feet)  COMP
 MH0235  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 MH0235
 MH0235  VERT ORDER  -  FIRST     CLASS II
 MH0235
 MH0235.The horizontal coordinates were scaled from a topographic map and have
 MH0235.an estimated accuracy of +/- 6 seconds.
 MH0235
 MH0235.The orthometric height was determined by differential leveling
 MH0235.and adjusted by the National Geodetic Survey in June 1991..
 MH0235
 MH0235.The geoid height was determined by GEOID03.
 MH0235
 MH0235.The dynamic height is computed by dividing the NAVD 88
 MH0235.geopotential number by the normal gravity value computed on the
 MH0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0235.degrees latitude (g = 980.6199 gals.).
 MH0235
 MH0235.The modeled gravity was interpolated from observed gravity values.
 MH0235
 MH0235;                    North         East    Units  Estimated Accuracy
 MH0235;SPC IA S     -   162,820.      538,890.      MT  (+/- 180 meters Scaled)
 MH0235
 MH0235                          SUPERSEDED SURVEY CONTROL
 MH0235
 MH0235  NGVD 29 (??/??/92)  272.824  (m)          895.09   (f) ADJ UNCH    1 2
 MH0235
 MH0235.Superseded values are not recommended for survey control.
 MH0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0235.See file dsdata.txt to determine how the superseded data were derived.
 MH0235
 MH0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF971904(NAD 83)
 MH0235_MARKER: DB = BENCH MARK DISK
 MH0235_SETTING: 66 = SET IN ROCK OUTCROP
 MH0235_SP_SET: ROCK OUTCROP
 MH0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MH0235+STABILITY: POSITION/ELEVATION WELL
 MH0235
 MH0235  HISTORY     - Date     Condition        Report By
 MH0235  HISTORY     - UNK      MONUMENTED       CGS
 MH0235  HISTORY     - 1934     GOOD             NGS
 MH0235  HISTORY     - 1935     MARK NOT FOUND   NGS
 MH0235
 MH0235                          STATION DESCRIPTION
 MH0235
 MH0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0235'AT OTLEY.
 MH0235'AT OTLEY, 200 YARDS NORTHWEST OF THE CHICAGO, ROCK ISLAND AND
 MH0235'PACIFIC RAILWAY STATION, AT THE CENTER OF THE SOUTHSIDE OF SEC.
 MH0235'15, T. 17 N., R. 19 W. OF 5TH P.M., BETWEEN THE MAIN TRACK AND
 MH0235'A SIDING, AND 8 YARDS NORTH OF A CROSS ROAD.  A LARGE EMBEDDED
 MH0235'ROCK.  NOTE-- THIS BENCH MARK WAS PROBABLY BURIED UNDER A
 MH0235'1-FOOT FILL.
 MH0235
 MH0235                          STATION RECOVERY (1935)
 MH0235
 MH0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 MH0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0468 ***********************************************************************
 LD0468  DESIGNATION -  9
 LD0468  PID         -  LD0468
 LD0468  STATE/COUNTY-  IA/LEE
 LD0468  USGS QUAD   -  FORT MADISON (1975)
 LD0468
 LD0468                         *CURRENT SURVEY CONTROL
 LD0468  ___________________________________________________________________
 LD0468* NAD 83(1986)-  40 39 49.     (N)    091 15 19.     (W)     SCALED    
 LD0468* NAVD 88     -       166.215  (meters)     545.32   (feet)  ADJUSTED  
 LD0468  ___________________________________________________________________
 LD0468  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LD0468  DYNAMIC HT  -         166.135 (meters)     545.06  (feet)  COMP
 LD0468  MODELED GRAV-     980,142.0   (mgal)                       NAVD 88
 LD0468
 LD0468  VERT ORDER  -  SECOND    CLASS 0
 LD0468
 LD0468.The horizontal coordinates were scaled from a topographic map and have
 LD0468.an estimated accuracy of +/- 6 seconds.
 LD0468
 LD0468.The orthometric height was determined by differential leveling
 LD0468.and adjusted by the National Geodetic Survey in June 1991..
 LD0468
 LD0468.The geoid height was determined by GEOID03.
 LD0468
 LD0468.The dynamic height is computed by dividing the NAVD 88
 LD0468.geopotential number by the normal gravity value computed on the
 LD0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0468.degrees latitude (g = 980.6199 gals.).
 LD0468
 LD0468.The modeled gravity was interpolated from observed gravity values.
 LD0468
 LD0468;                    North         East    Units  Estimated Accuracy
 LD0468;SPC IA S     -    76,140.      689,790.      MT  (+/- 180 meters Scaled)
 LD0468
 LD0468                          SUPERSEDED SURVEY CONTROL
 LD0468
 LD0468  NGVD 29 (??/??/92)  166.288  (m)          545.56   (f) ADJ UNCH    2 0
 LD0468
 LD0468.Superseded values are not recommended for survey control.
 LD0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0468.See file dsdata.txt to determine how the superseded data were derived.
 LD0468
 LD0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF474028(NAD 83)
 LD0468_MARKER: B = BOLT
 LD0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0468_SP_SET: FOUNDATION STONE
 LD0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0468+STABILITY: SURFACE MOTION
 LD0468
 LD0468  HISTORY     - Date     Condition        Report By
 LD0468  HISTORY     - UNK      MONUMENTED       DOD
 LD0468  HISTORY     - 1935     GOOD             NGS
 LD0468
 LD0468                          STATION DESCRIPTION
 LD0468
 LD0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0468'4 MI NE FROM FORT MADISON.
 LD0468'4.0 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0468'RAILROAD FROM FORT MADISON, LEE COUNTY, 0.5 MILE SOUTHWEST OF
 LD0468'THE STATION AT WESTCOTT, 165 YARDS WEST OF BRIDGE 206.22, ON
 LD0468'THE SOUTH SIDE OF A BRICK FARMHOUSE OWNED BY ALDOR JOHNSON, 3
 LD0468'FEET FROM THE SOUTHEAST CORNER, AND IN THE TOP FOUNDATION STONE.
 LD0468'THE CENTER OF A COPPER BOLT LEADED HORIZONTALLY AND SURROUNDED
 LD0468'BY THE LETTERS USPBM CUT IN THE STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0515 ***********************************************************************
 MG0515  DESIGNATION -  9
 MG0515  PID         -  MG0515
 MG0515  STATE/COUNTY-  IA/JOHNSON
 MG0515  USGS QUAD   -  HILLS (1983)
 MG0515
 MG0515                         *CURRENT SURVEY CONTROL
 MG0515  ___________________________________________________________________
 MG0515* NAD 83(1986)-  41 36 20.     (N)    091 32 29.     (W)     SCALED    
 MG0515* NAVD 88     -       196.121  (meters)     643.44   (feet)  ADJUSTED  
 MG0515  ___________________________________________________________________
 MG0515  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 MG0515  DYNAMIC HT  -         196.046 (meters)     643.19  (feet)  COMP
 MG0515  MODELED GRAV-     980,235.3   (mgal)                       NAVD 88
 MG0515
 MG0515  VERT ORDER  -  FIRST     CLASS II
 MG0515
 MG0515.The horizontal coordinates were scaled from a topographic map and have
 MG0515.an estimated accuracy of +/- 6 seconds.
 MG0515
 MG0515.The orthometric height was determined by differential leveling
 MG0515.and adjusted by the National Geodetic Survey in June 1991..
 MG0515
 MG0515.The geoid height was determined by GEOID03.
 MG0515
 MG0515.The dynamic height is computed by dividing the NAVD 88
 MG0515.geopotential number by the normal gravity value computed on the
 MG0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0515.degrees latitude (g = 980.6199 gals.).
 MG0515
 MG0515.The modeled gravity was interpolated from observed gravity values.
 MG0515
 MG0515;                    North         East    Units  Estimated Accuracy
 MG0515;SPC IA S     -   180,140.      663,250.      MT  (+/- 180 meters Scaled)
 MG0515
 MG0515                          SUPERSEDED SURVEY CONTROL
 MG0515
 MG0515  NGVD 29 (??/??/92)  196.16   (m)          643.6    (f) COMPUTED    1 2
 MG0515
 MG0515.Superseded values are not recommended for survey control.
 MG0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0515.See file dsdata.txt to determine how the superseded data were derived.
 MG0515
 MG0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG215070(NAD 83)
 MG0515_MARKER: R = RIVET
 MG0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0515_SP_SET: CULVERT
 MG0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0515
 MG0515  HISTORY     - Date     Condition        Report By
 MG0515  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0515  HISTORY     - 1964     MARK NOT FOUND   USGS
 MG0515
 MG0515                          STATION DESCRIPTION
 MG0515
 MG0515'DESCRIBED BY IOWA GEODETIC SURVEY 1935
 MG0515'3.1 MI S FROM IOWA CITY.
 MG0515'3.1 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE INTERSECTION OF
 MG0515'STATE HIGHWAY 1 AT IOWA CITY, JOHNSON COUNTY, NEAR THE NORTHEAST
 MG0515'CORNER OF THE SOUTHEAST QUARTER OF SEC. 33, T. 79 N., R. 6 W.,
 MG0515'AT PAVEMENT STATION 152+51, AT A 3- BY 3-1/2-FOOT CONCRETE-BOX
 MG0515'CULVERT, AND IN THE TOP OF THE WEST HEAD WALL.  A METAL RIVET.
 MG0515'NOTE-- ASSUMED DESTROYED.  NEW BRIDGE PUT IN.
 MG0515
 MG0515                          STATION RECOVERY (1964)
 MG0515
 MG0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MG0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0040 ***********************************************************************
 MH0040  DESIGNATION -  9
 MH0040  PID         -  MH0040
 MH0040  STATE/COUNTY-  IA/TAMA
 MH0040  USGS QUAD   -  BELLE PLAINE (1968)
 MH0040
 MH0040                         *CURRENT SURVEY CONTROL
 MH0040  ___________________________________________________________________
 MH0040* NAD 83(1986)-  41 57 55.     (N)    092 18 32.     (W)     SCALED    
 MH0040* NAVD 88     -       244.064  (meters)     800.73   (feet)  ADJUSTED  
 MH0040  ___________________________________________________________________
 MH0040  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 MH0040  DYNAMIC HT  -         243.978 (meters)     800.45  (feet)  COMP
 MH0040  MODELED GRAV-     980,263.0   (mgal)                       NAVD 88
 MH0040
 MH0040  VERT ORDER  -  SECOND    CLASS 0
 MH0040
 MH0040.The horizontal coordinates were scaled from a topographic map and have
 MH0040.an estimated accuracy of +/- 6 seconds.
 MH0040
 MH0040.The orthometric height was determined by differential leveling
 MH0040.and adjusted by the National Geodetic Survey in June 1991..
 MH0040
 MH0040.The geoid height was determined by GEOID03.
 MH0040
 MH0040.The dynamic height is computed by dividing the NAVD 88
 MH0040.geopotential number by the normal gravity value computed on the
 MH0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0040.degrees latitude (g = 980.6199 gals.).
 MH0040
 MH0040.The modeled gravity was interpolated from observed gravity values.
 MH0040
 MH0040;                    North         East    Units  Estimated Accuracy
 MH0040;SPC IA N     - 1,052,380.    1,598,740.      MT  (+/- 180 meters Scaled)
 MH0040
 MH0040                          SUPERSEDED SURVEY CONTROL
 MH0040
 MH0040  NGVD 29 (??/??/92)  244.066  (m)          800.74   (f) ADJ UNCH    2 0
 MH0040
 MH0040.Superseded values are not recommended for survey control.
 MH0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0040.See file dsdata.txt to determine how the superseded data were derived.
 MH0040
 MH0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG572461(NAD 83)
 MH0040_MARKER: R = RIVET
 MH0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0040_SP_SET: CULVERT
 MH0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0040+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2005
 MH0040
 MH0040  HISTORY     - Date     Condition        Report By
 MH0040  HISTORY     - UNK      MONUMENTED       CNWRR
 MH0040  HISTORY     - 1934     GOOD             NGS
 MH0040  HISTORY     - 20050508 GOOD             GEOCAC
 MH0040
 MH0040                          STATION DESCRIPTION
 MH0040
 MH0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0040'1.3 MI N FROM IRVING.
 MH0040'1.3 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MH0040'THE STATION AT IRVING, TAMA COUNTY, 8 POLES SOUTH OF MILEPOST 6,
 MH0040'AT A 4- BY 4-FOOT REINFORCED CONCRETE BOX CULVERT 15, IN THE NORTH
 MH0040'END OF THE WEST CONCRETE HEADWALL, AND ABOUT 1.5 FEET LOWER THAN
 MH0040'THE RAIL.  A MONEL-METAL RIVET.
 MH0040
 MH0040                          STATION RECOVERY (2005)
 MH0040
 MH0040'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 MH0040'TO REACH THE MARK, GO 0.5 MILES WEST OF THE CORNER OF US HIGHWAY 30
 MH0040'AND IOWA HIGHWAY 21, THEN 460 FEET NORTHERLY ALONG THE ABANDONED
 MH0040'RAILROAD GRADE TO THE CULVERT.
 MH0040' 
 MH0040'HANDHELD GPS COORDINATES - 41 57 55.4 (N) 092 18 32.1 (W).  SKY
 MH0040'PARTIALLY OBSCURED BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0527 ***********************************************************************
 MG0527  DESIGNATION -  9
 MG0527  PID         -  MG0527
 MG0527  STATE/COUNTY-  IA/JOHNSON
 MG0527  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0527
 MG0527                         *CURRENT SURVEY CONTROL
 MG0527  ___________________________________________________________________
 MG0527* NAD 83(1986)-  41 39 27.     (N)    091 32 29.     (W)     SCALED    
 MG0527* NAVD 88     -       200.027  (meters)     656.26   (feet)  ADJUSTED  
 MG0527  ___________________________________________________________________
 MG0527  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0527  DYNAMIC HT  -         199.951 (meters)     656.01  (feet)  COMP
 MG0527  MODELED GRAV-     980,236.9   (mgal)                       NAVD 88
 MG0527
 MG0527  VERT ORDER  -  FIRST     CLASS II
 MG0527
 MG0527.The horizontal coordinates were scaled from a topographic map and have
 MG0527.an estimated accuracy of +/- 6 seconds.
 MG0527
 MG0527.The orthometric height was determined by differential leveling
 MG0527.and adjusted by the National Geodetic Survey in June 1991..
 MG0527
 MG0527.The geoid height was determined by GEOID03.
 MG0527
 MG0527.The dynamic height is computed by dividing the NAVD 88
 MG0527.geopotential number by the normal gravity value computed on the
 MG0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0527.degrees latitude (g = 980.6199 gals.).
 MG0527
 MG0527.The modeled gravity was interpolated from observed gravity values.
 MG0527
 MG0527;                    North         East    Units  Estimated Accuracy
 MG0527;SPC IA S     -   185,900.      663,120.      MT  (+/- 180 meters Scaled)
 MG0527
 MG0527                          SUPERSEDED SURVEY CONTROL
 MG0527
 MG0527  NGVD 29 (??/??/92)  200.062  (m)          656.37   (f) ADJ UNCH    1 2
 MG0527
 MG0527.Superseded values are not recommended for survey control.
 MG0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0527.See file dsdata.txt to determine how the superseded data were derived.
 MG0527
 MG0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG214127(NAD 83)
 MG0527_MARKER: DD = SURVEY DISK
 MG0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0527_SP_SET: CONCRETE HANDRAIL
 MG0527_STAMPING: 9
 MG0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0527
 MG0527  HISTORY     - Date     Condition        Report By
 MG0527  HISTORY     - UNK      MONUMENTED       IASUNI
 MG0527  HISTORY     - 1935     GOOD             IAGS
 MG0527  HISTORY     - 19950414 MARK NOT FOUND   USPSQD
 MG0527
 MG0527                          STATION DESCRIPTION
 MG0527
 MG0527'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0527'AT IOWA CITY.
 MG0527'AT IOWA CITY, JOHNSON COUNTY, AT THE BURLINGTON STREET BRIDGE
 MG0527'OVER IOWA RIVER, IN THE TOP OF THE SOUTH CONCRETE HANDRAIL, AND
 MG0527'JUST WEST OF THE EAST END.  A STATE UNIVERSITY OF IOWA STANDARD
 MG0527'DISK, STAMPED 9.
 MG0527
 MG0527                          STATION RECOVERY (1995)
 MG0527
 MG0527'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0467 ***********************************************************************
 ON0467  DESIGNATION -  904
 ON0467  PID         -  ON0467
 ON0467  STATE/COUNTY-  IA/WINNESHIEK
 ON0467  USGS QUAD   -  DECORAH (1981)
 ON0467
 ON0467                         *CURRENT SURVEY CONTROL
 ON0467  ___________________________________________________________________
 ON0467* NAD 83(1986)-  43 18 22.     (N)    091 48 14.     (W)     SCALED    
 ON0467* NAVD 88     -       275.618  (meters)     904.26   (feet)  ADJUSTED  
 ON0467  ___________________________________________________________________
 ON0467  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ON0467  DYNAMIC HT  -         275.562 (meters)     904.07  (feet)  COMP
 ON0467  MODELED GRAV-     980,409.7   (mgal)                       NAVD 88
 ON0467
 ON0467  VERT ORDER  -  SECOND    CLASS 0
 ON0467
 ON0467.The horizontal coordinates were scaled from a topographic map and have
 ON0467.an estimated accuracy of +/- 6 seconds.
 ON0467
 ON0467.The orthometric height was determined by differential leveling
 ON0467.and adjusted by the National Geodetic Survey in June 1991..
 ON0467
 ON0467.The geoid height was determined by GEOID03.
 ON0467
 ON0467.The dynamic height is computed by dividing the NAVD 88
 ON0467.geopotential number by the normal gravity value computed on the
 ON0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0467.degrees latitude (g = 980.6199 gals.).
 ON0467
 ON0467.The modeled gravity was interpolated from observed gravity values.
 ON0467
 ON0467;                    North         East    Units  Estimated Accuracy
 ON0467;SPC IA N     - 1,202,010.    1,637,610.      MT  (+/- 180 meters Scaled)
 ON0467
 ON0467                          SUPERSEDED SURVEY CONTROL
 ON0467
 ON0467  NGVD 29 (??/??/92)  275.652  (m)          904.37   (f) ADJ UNCH    2 0
 ON0467
 ON0467.Superseded values are not recommended for survey control.
 ON0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0467.See file dsdata.txt to determine how the superseded data were derived.
 ON0467
 ON0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH970955(NAD 83)
 ON0467_MARKER: DB = BENCH MARK DISK
 ON0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0467_SP_SET: FOUNDATION
 ON0467_STAMPING: 904
 ON0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0467
 ON0467  HISTORY     - Date     Condition        Report By
 ON0467  HISTORY     - UNK      MONUMENTED       USGS
 ON0467  HISTORY     - 1942     GOOD             NGS
 ON0467
 ON0467                          STATION DESCRIPTION
 ON0467
 ON0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 ON0467'AT DECORAH.
 ON0467'AT DECORAH, WINNESHIEK COUNTY, AT THE COUNTY JAIL, IN THE FACE
 ON0467'OF THE NORTHEAST CORNER OF THE FOUNDATION, AND ABOUT 2.7 FEET
 ON0467'ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 ON0467'STAMPED 904 AND SET VERTICALLY.  NOTE-- THE DISK WAS PAINTED
 ON0467'OVER WHEN A BUILDING WAS PAINTED, ONLY THE PLUS SIGN AND NUMERALS
 ON0467'904 CAN BE SEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0309 ***********************************************************************
 MH0309  DESIGNATION -  91 114
 MH0309  PID         -  MH0309
 MH0309  STATE/COUNTY-  IA/WARREN
 MH0309  USGS QUAD   -  MARTENSDALE (1983)
 MH0309
 MH0309                         *CURRENT SURVEY CONTROL
 MH0309  ___________________________________________________________________
 MH0309* NAD 83(1986)-  41 21 57.     (N)    093 43 46.     (W)     SCALED    
 MH0309* NAVD 88     -       253.497  (meters)     831.68   (feet)  POSTED    
 MH0309  ___________________________________________________________________
 MH0309  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 MH0309  DYNAMIC HT  -         253.390 (meters)     831.33  (feet)  COMP
 MH0309  MODELED GRAV-     980,182.0   (mgal)                       NAVD 88
 MH0309
 MH0309  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0309
 MH0309.The horizontal coordinates were scaled from a topographic map and have
 MH0309.an estimated accuracy of +/- 6 seconds.
 MH0309
 MH0309.The orthometric height was determined by differential leveling
 MH0309.and adjusted by the National Geodetic Survey in 1992..
 MH0309.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0309.rate of 0.0 thru 1.0 mm/km.
 MH0309
 MH0309.The geoid height was determined by GEOID03.
 MH0309
 MH0309.The dynamic height is computed by dividing the NAVD 88
 MH0309.geopotential number by the normal gravity value computed on the
 MH0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0309.degrees latitude (g = 980.6199 gals.).
 MH0309
 MH0309.The modeled gravity was interpolated from observed gravity values.
 MH0309
 MH0309;                    North         East    Units  Estimated Accuracy
 MH0309;SPC IA S     -   151,700.      480,800.      MT  (+/- 180 meters Scaled)
 MH0309
 MH0309                          SUPERSEDED SURVEY CONTROL
 MH0309
 MH0309  NGVD 29 (??/??/92)  253.484  (m)          831.64   (f) ADJ UNCH    2 0
 MH0309
 MH0309.Superseded values are not recommended for survey control.
 MH0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0309.See file dsdata.txt to determine how the superseded data were derived.
 MH0309
 MH0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF389796(NAD 83)
 MH0309_MARKER: DD = SURVEY DISK
 MH0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0309+STABILITY: SURFACE MOTION
 MH0309
 MH0309  HISTORY     - Date     Condition        Report By
 MH0309  HISTORY     - UNK      MONUMENTED       IAGS
 MH0309  HISTORY     - 1950     GOOD             NGS
 MH0309
 MH0309                          STATION DESCRIPTION
 MH0309
 MH0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0309'0.5 MI SE FROM MARTENSDALE.
 MH0309'0.5 MILE SOUTHEAST ALONG THE OLD ROADBED OF THE CHICAGO, BURLINGTON
 MH0309'AND QUINCY RAILROAD FROM THE STATION AT MARTENSDALE, WARREN COUNTY,
 MH0309'AT THE CROSSING OF STATE HIGHWAY 2, 147 FEET EAST OF THE CENTERLINE
 MH0309'OF THE OLD ROADBED, 157 FEET SOUTH OF THE CENTERLINE OF THE
 MH0309'HIGHWAY, 87 FEET EAST OF THE CENTERLINE OF COUNTY ROAD K, AND 35
 MH0309'FEET NORTH OF THE SOUTHEAST FENCE CORNER.  A STATE SURVEY STANDARD
 MH0309'DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- RAILROAD REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0308 ***********************************************************************
 MH0308  DESIGNATION -  91 123
 MH0308  PID         -  MH0308
 MH0308  STATE/COUNTY-  IA/WARREN
 MH0308  USGS QUAD   -  MARTENSDALE (1983)
 MH0308
 MH0308                         *CURRENT SURVEY CONTROL
 MH0308  ___________________________________________________________________
 MH0308* NAD 83(1986)-  41 21 45.     (N)    093 43 47.     (W)     SCALED    
 MH0308* NAVD 88     -       253.334  (meters)     831.15   (feet)  POSTED    
 MH0308  ___________________________________________________________________
 MH0308  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 MH0308  DYNAMIC HT  -         253.220 (meters)     830.77  (feet)  COMP
 MH0308  MODELED GRAV-     980,181.8   (mgal)                       NAVD 88
 MH0308
 MH0308  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0308
 MH0308.The horizontal coordinates were scaled from a topographic map and have
 MH0308.an estimated accuracy of +/- 6 seconds.
 MH0308
 MH0308.The orthometric height was determined by differential leveling
 MH0308.and adjusted by the National Geodetic Survey in 1992..
 MH0308.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0308.rate of 0.0 thru 1.0 mm/km.
 MH0308
 MH0308.The geoid height was determined by GEOID03.
 MH0308
 MH0308.The dynamic height is computed by dividing the NAVD 88
 MH0308.geopotential number by the normal gravity value computed on the
 MH0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0308.degrees latitude (g = 980.6199 gals.).
 MH0308
 MH0308.The modeled gravity was interpolated from observed gravity values.
 MH0308
 MH0308;                    North         East    Units  Estimated Accuracy
 MH0308;SPC IA S     -   151,330.      480,780.      MT  (+/- 180 meters Scaled)
 MH0308
 MH0308                          SUPERSEDED SURVEY CONTROL
 MH0308
 MH0308  NGVD 29 (??/??/92)  253.312  (m)          831.07   (f) ADJ UNCH    2 0
 MH0308
 MH0308.Superseded values are not recommended for survey control.
 MH0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0308.See file dsdata.txt to determine how the superseded data were derived.
 MH0308
 MH0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF389792(NAD 83)
 MH0308_MARKER: DD = SURVEY DISK
 MH0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0308+STABILITY: SURFACE MOTION
 MH0308
 MH0308  HISTORY     - Date     Condition        Report By
 MH0308  HISTORY     - UNK      MONUMENTED       IAGS
 MH0308  HISTORY     - 1950     GOOD             NGS
 MH0308
 MH0308                          STATION DESCRIPTION
 MH0308
 MH0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0308'0.8 MI SE FROM MARTENSDALE.
 MH0308'0.8 MILE SOUTHEAST ALONG THE OLD ROADBED OF THE CHICAGO, BURLINGTON
 MH0308'AND QUINCY RAILROAD FROM THE STATION AT MARTENSDALE, WARREN COUNTY,
 MH0308'126 FEET EAST OF THE CENTERLINE OF THE OLD ROADBED, 64 FEET EAST
 MH0308'OF THE CENTERLINE OF COUNTY ROAD K, AND 211.5 FEET SOUTH OF THE
 MH0308'SECTION LINE FENCE LEADING EAST.  A STATE SURVEY STANDARD DISK,
 MH0308'SET IN THE TOP OF A CONCRETE POST.  NOTE-- RAILROAD REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0212 ***********************************************************************
 MH0212  DESIGNATION -  91 7
 MH0212  PID         -  MH0212
 MH0212  STATE/COUNTY-  IA/WARREN
 MH0212  USGS QUAD   -  HARTFORD (1965)
 MH0212
 MH0212                         *CURRENT SURVEY CONTROL
 MH0212  ___________________________________________________________________
 MH0212* NAD 83(1986)-  41 29 51.     (N)    093 29 27.     (W)     SCALED    
 MH0212* NAVD 88     -       252.966  (meters)     829.94   (feet)  ADJUSTED  
 MH0212  ___________________________________________________________________
 MH0212  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 MH0212  DYNAMIC HT  -         252.859 (meters)     829.59  (feet)  COMP
 MH0212  MODELED GRAV-     980,194.5   (mgal)                       NAVD 88
 MH0212
 MH0212  VERT ORDER  -  SECOND    CLASS 0
 MH0212
 MH0212.The horizontal coordinates were scaled from a topographic map and have
 MH0212.an estimated accuracy of +/- 6 seconds.
 MH0212
 MH0212.The orthometric height was determined by differential leveling
 MH0212.and adjusted by the National Geodetic Survey in June 1991..
 MH0212
 MH0212.The geoid height was determined by GEOID03.
 MH0212
 MH0212.The dynamic height is computed by dividing the NAVD 88
 MH0212.geopotential number by the normal gravity value computed on the
 MH0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0212.degrees latitude (g = 980.6199 gals.).
 MH0212
 MH0212.The modeled gravity was interpolated from observed gravity values.
 MH0212
 MH0212;                    North         East    Units  Estimated Accuracy
 MH0212;SPC IA S     -   166,300.      500,770.      MT  (+/- 180 meters Scaled)
 MH0212
 MH0212                          SUPERSEDED SURVEY CONTROL
 MH0212
 MH0212  NGVD 29 (??/??/92)  252.940  (m)          829.85   (f) ADJ UNCH    2 0
 MH0212
 MH0212.Superseded values are not recommended for survey control.
 MH0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0212.See file dsdata.txt to determine how the superseded data were derived.
 MH0212
 MH0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF590941(NAD 83)
 MH0212_MARKER: DD = SURVEY DISK
 MH0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0212_STAMPING: 91-7
 MH0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0212+STABILITY: SURFACE MOTION
 MH0212
 MH0212  HISTORY     - Date     Condition        Report By
 MH0212  HISTORY     - UNK      MONUMENTED       IAGS
 MH0212  HISTORY     - 1935     GOOD             NGS
 MH0212
 MH0212                          STATION DESCRIPTION
 MH0212
 MH0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MH0212'AT CARLISLE.
 MH0212'AT CARLISLE, WARREN COUNTY, AT THE PUBLIC SCHOOL, IN THE
 MH0212'SCHOOLYARD, 155.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 MH0212'SCHOOLHOUSE, AND 33 FEET EAST OF THE CENTERLINE OF THE
 MH0212'NORTH-AND-SOUTH ROAD.  A STATE SURVEY STANDARD DISK, STAMPED
 MH0212'91-7 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0396 ***********************************************************************
 MH0396  DESIGNATION -  910
 MH0396  PID         -  MH0396
 MH0396  STATE/COUNTY-  IA/POLK
 MH0396  USGS QUAD   -  ELKHART (1972)
 MH0396
 MH0396                         *CURRENT SURVEY CONTROL
 MH0396  ___________________________________________________________________
 MH0396* NAD 83(1986)-  41 50 57.     (N)    093 31 52.     (W)     SCALED    
 MH0396* NAVD 88     -       277.085  (meters)     909.07   (feet)  ADJUSTED  
 MH0396  ___________________________________________________________________
 MH0396  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 MH0396  DYNAMIC HT  -         276.971 (meters)     908.70  (feet)  COMP
 MH0396  MODELED GRAV-     980,203.4   (mgal)                       NAVD 88
 MH0396
 MH0396  VERT ORDER  -  SECOND    CLASS 0
 MH0396
 MH0396.The horizontal coordinates were scaled from a topographic map and have
 MH0396.an estimated accuracy of +/- 6 seconds.
 MH0396
 MH0396.The orthometric height was determined by differential leveling
 MH0396.and adjusted by the National Geodetic Survey in June 1991..
 MH0396
 MH0396.The geoid height was determined by GEOID03.
 MH0396
 MH0396.The dynamic height is computed by dividing the NAVD 88
 MH0396.geopotential number by the normal gravity value computed on the
 MH0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0396.degrees latitude (g = 980.6199 gals.).
 MH0396
 MH0396.The modeled gravity was interpolated from observed gravity values.
 MH0396
 MH0396;                    North         East    Units  Estimated Accuracy
 MH0396;SPC IA S     -   205,360.      497,420.      MT  (+/- 180 meters Scaled)
 MH0396
 MH0396                          SUPERSEDED SURVEY CONTROL
 MH0396
 MH0396  NGVD 29 (??/??/92)  277.053  (m)          908.96   (f) ADJ UNCH    2 0
 MH0396
 MH0396.Superseded values are not recommended for survey control.
 MH0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0396.See file dsdata.txt to determine how the superseded data were derived.
 MH0396
 MH0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG559331(NAD 83)
 MH0396_MARKER: P = PIPE CAP
 MH0396_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MH0396_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MH0396_STAMPING: 910
 MH0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0396
 MH0396  HISTORY     - Date     Condition        Report By
 MH0396  HISTORY     - UNK      MONUMENTED       USGS
 MH0396  HISTORY     - 1941     GOOD             IAGS
 MH0396
 MH0396                          STATION DESCRIPTION
 MH0396
 MH0396'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1941
 MH0396'3 MI S FROM CAMBRIDGE.
 MH0396'IN POLK COUNTY, 3 MILES SOUTH ALONG COUNTY ROAD Y FROM THE SOUTH
 MH0396'CITY LIMITS AT CAMBRIDGE, STORY COUNTY, AT THE NORTH QUARTER
 MH0396'CORNER OF SECTION 9 T 81 N., R 23 W., AT THE INTERSECTION OF
 MH0396'A SECTION-LINE ROAD, 32 FEET SOUTH OF THE CENTERLINE OF THE
 MH0396'SECTION-LINE ROAD, 22 FEET EAST OF THE CENTERLINE OF COUNTY
 MH0396'ROAD Y, AND 2.3 FEET SOUTHWEST OF A FENCE CORNER.  A UNITED
 MH0396'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 910 AND RIVETED
 MH0396'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0210 ***********************************************************************
 MH0210  DESIGNATION -  911
 MH0210  PID         -  MH0210
 MH0210  STATE/COUNTY-  IA/MARION
 MH0210  USGS QUAD   -  MONROE (1965)
 MH0210
 MH0210                         *CURRENT SURVEY CONTROL
 MH0210  ___________________________________________________________________
 MH0210* NAD 83(1986)-  41 30 16.     (N)    093 04 55.     (W)     SCALED    
 MH0210* NAVD 88     -       277.671  (meters)     910.99   (feet)  ADJUSTED  
 MH0210  ___________________________________________________________________
 MH0210  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 MH0210  DYNAMIC HT  -         277.553 (meters)     910.61  (feet)  COMP
 MH0210  MODELED GRAV-     980,191.1   (mgal)                       NAVD 88
 MH0210
 MH0210  VERT ORDER  -  FIRST     CLASS II
 MH0210
 MH0210.The horizontal coordinates were scaled from a topographic map and have
 MH0210.an estimated accuracy of +/- 6 seconds.
 MH0210
 MH0210.The orthometric height was determined by differential leveling
 MH0210.and adjusted by the National Geodetic Survey in June 1991..
 MH0210
 MH0210.The geoid height was determined by GEOID03.
 MH0210
 MH0210.The dynamic height is computed by dividing the NAVD 88
 MH0210.geopotential number by the normal gravity value computed on the
 MH0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0210.degrees latitude (g = 980.6199 gals.).
 MH0210
 MH0210.The modeled gravity was interpolated from observed gravity values.
 MH0210
 MH0210;                    North         East    Units  Estimated Accuracy
 MH0210;SPC IA S     -   167,150.      534,900.      MT  (+/- 180 meters Scaled)
 MH0210
 MH0210                          SUPERSEDED SURVEY CONTROL
 MH0210
 MH0210  NGVD 29 (??/??/92)  277.638  (m)          910.88   (f) ADJ UNCH    1 2
 MH0210
 MH0210.Superseded values are not recommended for survey control.
 MH0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0210.See file dsdata.txt to determine how the superseded data were derived.
 MH0210
 MH0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF931947(NAD 83)
 MH0210_MARKER: DB = BENCH MARK DISK
 MH0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0210_SP_SET: CULVERT
 MH0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0210
 MH0210  HISTORY     - Date     Condition        Report By
 MH0210  HISTORY     - UNK      MONUMENTED       IAHD
 MH0210  HISTORY     - 1934     GOOD             NGS
 MH0210  HISTORY     - 20031105 MARK NOT FOUND   JCLS
 MH0210
 MH0210                          STATION DESCRIPTION
 MH0210
 MH0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0210'1.7 MI SE FROM MONROE.
 MH0210'IN MARION COUNTY, 1.7 MILES SOUTHEAST OF MONROE, JASPER COUNTY,
 MH0210'NEAR THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, NEAR MILEPOST
 MH0210'330, AND OPPOSITE STATION NO. 876, WHICH IS STAMPED IN THE SOUTH
 MH0210'EDGE OF THE PAVING SLAB OF HIGHWAY NO. 63, AND IN THE NORTHEAST
 MH0210'END OF A CULVERT UNDER THE HIGHWAY.  A BOLT SET IN CONCRETE.
 MH0210
 MH0210                          STATION RECOVERY (2003)
 MH0210
 MH0210'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 MH0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0454 ***********************************************************************
 MG0454  DESIGNATION -  92 1
 MG0454  PID         -  MG0454
 MG0454  STATE/COUNTY-  IA/WASHINGTON
 MG0454  USGS QUAD   -  AINSWORTH (1970)
 MG0454
 MG0454                         *CURRENT SURVEY CONTROL
 MG0454  ___________________________________________________________________
 MG0454* NAD 83(1986)-  41 19 50.     (N)    091 32 32.     (W)     SCALED    
 MG0454* NAVD 88     -       225.640  (meters)     740.29   (feet)  ADJUSTED  
 MG0454  ___________________________________________________________________
 MG0454  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0454  DYNAMIC HT  -         225.547 (meters)     739.98  (feet)  COMP
 MG0454  MODELED GRAV-     980,203.2   (mgal)                       NAVD 88
 MG0454
 MG0454  VERT ORDER  -  FIRST     CLASS II
 MG0454
 MG0454.The horizontal coordinates were scaled from a topographic map and have
 MG0454.an estimated accuracy of +/- 6 seconds.
 MG0454
 MG0454.The orthometric height was determined by differential leveling
 MG0454.and adjusted by the National Geodetic Survey in June 1991..
 MG0454
 MG0454.The geoid height was determined by GEOID03.
 MG0454
 MG0454.The dynamic height is computed by dividing the NAVD 88
 MG0454.geopotential number by the normal gravity value computed on the
 MG0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0454.degrees latitude (g = 980.6199 gals.).
 MG0454
 MG0454.The modeled gravity was interpolated from observed gravity values.
 MG0454
 MG0454;                    North         East    Units  Estimated Accuracy
 MG0454;SPC IA S     -   149,600.      663,870.      MT  (+/- 180 meters Scaled)
 MG0454
 MG0454                          SUPERSEDED SURVEY CONTROL
 MG0454
 MG0454  NGVD 29 (??/??/92)  225.682  (m)          740.42   (f) ADJ UNCH    1 2
 MG0454
 MG0454.Superseded values are not recommended for survey control.
 MG0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0454.See file dsdata.txt to determine how the superseded data were derived.
 MG0454
 MG0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF219764(NAD 83)
 MG0454_MARKER: DD = SURVEY DISK
 MG0454_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MG0454_SP_SET: CULVERT HEADWALL
 MG0454_STAMPING: 92-1
 MG0454_MARK LOGO: IAGS  
 MG0454_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0454+STABILITY: SURFACE MOTION
 MG0454
 MG0454  HISTORY     - Date     Condition        Report By
 MG0454  HISTORY     - 1934     MONUMENTED       IAGS
 MG0454  HISTORY     - 19930224 MARK NOT FOUND   LOCENG
 MG0454
 MG0454                          STATION DESCRIPTION
 MG0454
 MG0454'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 MG0454'AT HASKINS.
 MG0454'AT HASKINS, 3/16 MILE WEST OF THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0454'AND PACIFIC RAILROAD STATION, ON U.S. HIGHWAY 218, 15 FEET
 MG0454'NORTH OF THE RAILROAD OVERPASS, AT A 2- BY 3-FOOT CONCRETE-BOX
 MG0454'CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF THE WEST HEADWALL.
 MG0454'A STATE SURVEY STANDARD DISK, STAMPED 92-1.
 MG0454
 MG0454                          STATION RECOVERY (1993)
 MG0454
 MG0454'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 MG0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0457 ***********************************************************************
 MG0457  DESIGNATION -  92 2
 MG0457  PID         -  MG0457
 MG0457  STATE/COUNTY-  IA/WASHINGTON
 MG0457  USGS QUAD   -  RIVERSIDE (1983)
 MG0457
 MG0457                         *CURRENT SURVEY CONTROL
 MG0457  ___________________________________________________________________
 MG0457* NAD 83(1986)-  41 22 44.     (N)    091 32 30.     (W)     SCALED    
 MG0457* NAVD 88     -       199.501  (meters)     654.53   (feet)  ADJUSTED  
 MG0457  ___________________________________________________________________
 MG0457  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0457  DYNAMIC HT  -         199.419 (meters)     654.26  (feet)  COMP
 MG0457  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 MG0457
 MG0457  VERT ORDER  -  FIRST     CLASS II
 MG0457
 MG0457.The horizontal coordinates were scaled from a topographic map and have
 MG0457.an estimated accuracy of +/- 6 seconds.
 MG0457
 MG0457.The orthometric height was determined by differential leveling
 MG0457.and adjusted by the National Geodetic Survey in June 1991..
 MG0457
 MG0457.The geoid height was determined by GEOID03.
 MG0457
 MG0457.The dynamic height is computed by dividing the NAVD 88
 MG0457.geopotential number by the normal gravity value computed on the
 MG0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0457.degrees latitude (g = 980.6199 gals.).
 MG0457
 MG0457.The modeled gravity was interpolated from observed gravity values.
 MG0457
 MG0457;                    North         East    Units  Estimated Accuracy
 MG0457;SPC IA S     -   154,970.      663,800.      MT  (+/- 180 meters Scaled)
 MG0457
 MG0457                          SUPERSEDED SURVEY CONTROL
 MG0457
 MG0457  NGVD 29 (??/??/92)  199.54   (m)          654.7    (f) COMPUTED    1 2
 MG0457
 MG0457.Superseded values are not recommended for survey control.
 MG0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0457.See file dsdata.txt to determine how the superseded data were derived.
 MG0457
 MG0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF219818(NAD 83)
 MG0457_MARKER: DD = SURVEY DISK
 MG0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0457_SP_SET: ABUTMENT
 MG0457_STAMPING: 92-2
 MG0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0457
 MG0457  HISTORY     - Date     Condition        Report By
 MG0457  HISTORY     - UNK      MONUMENTED       IAGS
 MG0457  HISTORY     - 1934     GOOD             NGS
 MG0457  HISTORY     - 1942     GOOD             NGS
 MG0457
 MG0457                          STATION DESCRIPTION
 MG0457
 MG0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0457'3.4 MI N FROM RIVERSIDE.
 MG0457'3.4 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE OVERHEAD CROSSING
 MG0457'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT
 MG0457'HASKINS, AT PAVEMENT STATION 830, AT A PRATT-TRUSS BRIDGE,
 MG0457'AND IN THE TOP OF THE SOUTHWEST ABUTMENT.  A STATE SURVEY STANDARD
 MG0457'DISK, STAMPED 92-2.
 MG0457
 MG0457                          STATION RECOVERY (1942)
 MG0457
 MG0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MG0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0460 ***********************************************************************
 MG0460  DESIGNATION -  92 3
 MG0460  PID         -  MG0460
 MG0460  STATE/COUNTY-  IA/WASHINGTON
 MG0460  USGS QUAD   -  RIVERSIDE (1983)
 MG0460
 MG0460                         *CURRENT SURVEY CONTROL
 MG0460  ___________________________________________________________________
 MG0460* NAD 83(1986)-  41 25 05.     (N)    091 32 25.     (W)     SCALED    
 MG0460* NAVD 88     -       215.775  (meters)     707.92   (feet)  ADJUSTED  
 MG0460  ___________________________________________________________________
 MG0460  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MG0460  DYNAMIC HT  -         215.688 (meters)     707.64  (feet)  COMP
 MG0460  MODELED GRAV-     980,216.4   (mgal)                       NAVD 88
 MG0460
 MG0460  VERT ORDER  -  FIRST     CLASS II
 MG0460
 MG0460.The horizontal coordinates were scaled from a topographic map and have
 MG0460.an estimated accuracy of +/- 6 seconds.
 MG0460
 MG0460.The orthometric height was determined by differential leveling
 MG0460.and adjusted by the National Geodetic Survey in June 1991..
 MG0460
 MG0460.The geoid height was determined by GEOID03.
 MG0460
 MG0460.The dynamic height is computed by dividing the NAVD 88
 MG0460.geopotential number by the normal gravity value computed on the
 MG0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0460.degrees latitude (g = 980.6199 gals.).
 MG0460
 MG0460.The modeled gravity was interpolated from observed gravity values.
 MG0460
 MG0460;                    North         East    Units  Estimated Accuracy
 MG0460;SPC IA S     -   159,320.      663,810.      MT  (+/- 180 meters Scaled)
 MG0460
 MG0460                          SUPERSEDED SURVEY CONTROL
 MG0460
 MG0460  NGVD 29 (??/??/92)  215.81   (m)          708.0    (f) COMPUTED    1 2
 MG0460
 MG0460.Superseded values are not recommended for survey control.
 MG0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0460.See file dsdata.txt to determine how the superseded data were derived.
 MG0460
 MG0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF219861(NAD 83)
 MG0460_MARKER: DD = SURVEY DISK
 MG0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0460_SP_SET: CULVERT
 MG0460_STAMPING: 92-3
 MG0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0460
 MG0460  HISTORY     - Date     Condition        Report By
 MG0460  HISTORY     - 1934     MONUMENTED       IAGS
 MG0460
 MG0460                          STATION DESCRIPTION
 MG0460
 MG0460'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 MG0460'6.1 MI N FROM RIVERSIDE.
 MG0460'6.1 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE OVERHEAD
 MG0460'CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MG0460'RAILROAD AT HASKINS, AT PAVEMENT STATION 971+80, AT A 3- BY
 MG0460'5-FOOT CONCRETE-BOX CULVERT, AND IN THE TOP OF THE WEST HEADWALL.
 MG0460'A STATE SURVEY STANDARD DISK, STAMPED 92-3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0463 ***********************************************************************
 MG0463  DESIGNATION -  92 4
 MG0463  PID         -  MG0463
 MG0463  STATE/COUNTY-  IA/WASHINGTON
 MG0463  USGS QUAD   -  RIVERSIDE (1983)
 MG0463
 MG0463                         *CURRENT SURVEY CONTROL
 MG0463  ___________________________________________________________________
 MG0463* NAD 83(1986)-  41 28 48.     (N)    091 32 30.     (W)     SCALED    
 MG0463* NAVD 88     -       190.813  (meters)     626.03   (feet)  ADJUSTED  
 MG0463  ___________________________________________________________________
 MG0463  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 MG0463  DYNAMIC HT  -         190.737 (meters)     625.78  (feet)  COMP
 MG0463  MODELED GRAV-     980,223.4   (mgal)                       NAVD 88
 MG0463
 MG0463  VERT ORDER  -  FIRST     CLASS II
 MG0463
 MG0463.The horizontal coordinates were scaled from a topographic map and have
 MG0463.an estimated accuracy of +/- 6 seconds.
 MG0463
 MG0463.The orthometric height was determined by differential leveling
 MG0463.and adjusted by the National Geodetic Survey in June 1991..
 MG0463
 MG0463.The geoid height was determined by GEOID03.
 MG0463
 MG0463.The dynamic height is computed by dividing the NAVD 88
 MG0463.geopotential number by the normal gravity value computed on the
 MG0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0463.degrees latitude (g = 980.6199 gals.).
 MG0463
 MG0463.The modeled gravity was interpolated from observed gravity values.
 MG0463
 MG0463;                    North         East    Units  Estimated Accuracy
 MG0463;SPC IA S     -   166,200.      663,540.      MT  (+/- 180 meters Scaled)
 MG0463
 MG0463                          SUPERSEDED SURVEY CONTROL
 MG0463
 MG0463  NGVD 29 (??/??/92)  190.86   (m)          626.2    (f) COMPUTED    1 2
 MG0463
 MG0463.Superseded values are not recommended for survey control.
 MG0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0463.See file dsdata.txt to determine how the superseded data were derived.
 MG0463
 MG0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF217930(NAD 83)
 MG0463_MARKER: DD = SURVEY DISK
 MG0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0463_SP_SET: PIER
 MG0463_STAMPING: 92-4
 MG0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0463
 MG0463  HISTORY     - Date     Condition        Report By
 MG0463  HISTORY     - 1934     MONUMENTED       IAGS
 MG0463
 MG0463                          STATION DESCRIPTION
 MG0463
 MG0463'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 MG0463'10.5 MI N FROM RIVERSIDE.
 MG0463'10.5 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE OVERHEAD
 MG0463'CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MG0463'RAILROAD AT HASKINS, AT THE BRIDGE OVER ENGLISH RIVER, IN
 MG0463'THE TOP OF THE SOUTHWEST PIER, AND BELOW A TRUSS.  A STATE
 MG0463'SURVEY STANDARD DISK, STAMPED 92-4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1087 ***********************************************************************
 LF1087  DESIGNATION -  923
 LF1087  PID         -  LF1087
 LF1087  STATE/COUNTY-  IA/FREMONT
 LF1087  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1087
 LF1087                         *CURRENT SURVEY CONTROL
 LF1087  ___________________________________________________________________
 LF1087* NAD 83(1986)-  40 40 25.     (N)    095 47 31.     (W)     SCALED    
 LF1087* NAVD 88     -       281.218  (meters)     922.63   (feet)  ADJUSTED  
 LF1087  ___________________________________________________________________
 LF1087  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LF1087  DYNAMIC HT  -         281.071 (meters)     922.15  (feet)  COMP
 LF1087  MODELED GRAV-     980,093.9   (mgal)                       NAVD 88
 LF1087
 LF1087  VERT ORDER  -  FIRST     CLASS II
 LF1087
 LF1087.The horizontal coordinates were scaled from a topographic map and have
 LF1087.an estimated accuracy of +/- 6 seconds.
 LF1087
 LF1087.The orthometric height was determined by differential leveling
 LF1087.and adjusted by the National Geodetic Survey in June 1991..
 LF1087
 LF1087.The geoid height was determined by GEOID03.
 LF1087
 LF1087.The dynamic height is computed by dividing the NAVD 88
 LF1087.geopotential number by the normal gravity value computed on the
 LF1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1087.degrees latitude (g = 980.6199 gals.).
 LF1087
 LF1087.The modeled gravity was interpolated from observed gravity values.
 LF1087
 LF1087;                    North         East    Units  Estimated Accuracy
 LF1087;SPC IA S     -    77,360.      306,240.      MT  (+/- 180 meters Scaled)
 LF1087
 LF1087                          SUPERSEDED SURVEY CONTROL
 LF1087
 LF1087  NGVD 29 (??/??/92)  281.113  (m)          922.28   (f) ADJ UNCH    1 2
 LF1087
 LF1087.Superseded values are not recommended for survey control.
 LF1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1087.See file dsdata.txt to determine how the superseded data were derived.
 LF1087
 LF1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF640062(NAD 83)
 LF1087_MARKER: P = PIPE CAP
 LF1087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1087_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF1087_STAMPING: 923 ADJ 1903
 LF1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1087
 LF1087  HISTORY     - Date     Condition        Report By
 LF1087  HISTORY     - 1903     MONUMENTED       USGS
 LF1087  HISTORY     - 1948     GOOD             NGS
 LF1087  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 LF1087
 LF1087                          STATION DESCRIPTION
 LF1087
 LF1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1087'1.8 MI W FROM PAYNE.
 LF1087'1.75 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1087'FROM THE STATION AT PAYNE, AT A T-JUNCTION OF DIRT ROADS AND AT
 LF1087'THE CROSSING OF THE RAILROAD AND A DIRT ROAD, 89.0 FEET SOUTHEAST
 LF1087'OF THE INTERSECTION OF THE CENTER LINES OF THE NORTH-SOUTH ROAD
 LF1087'AND THE RAILROAD, 48.7 FEET SOUTH OF THE SOUTH RAIL OF THE
 LF1087'TRACK, 32.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LF1087'ROAD, 21.0 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 LF1087'EAST, 1.2 FEET SOUTHEAST OF A TELEPHONE POLE, 1.0 FOOT WEST OF A
 LF1087'REFERENCE POST, A U.S. GEOLOGICAL SURVEY CAP RIVETED ON TOP OF A
 LF1087'3 1/2-INCH PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 LF1087
 LF1087                          STATION RECOVERY (1979)
 LF1087
 LF1087'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 LF1087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0260 ***********************************************************************
 LE0260  DESIGNATION -  93 101
 LE0260  PID         -  LE0260
 LE0260  STATE/COUNTY-  IA/WAYNE
 LE0260  USGS QUAD   -  ALLERTON (1964)
 LE0260
 LE0260                         *CURRENT SURVEY CONTROL
 LE0260  ___________________________________________________________________
 LE0260* NAD 83(1986)-  40 42 33.     (N)    093 21 53.     (W)     SCALED    
 LE0260* NAVD 88     -       335.238  (meters)    1099.86   (feet)  ADJUSTED  
 LE0260  ___________________________________________________________________
 LE0260  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LE0260  DYNAMIC HT  -         335.072 (meters)    1099.32  (feet)  COMP
 LE0260  MODELED GRAV-     980,121.1   (mgal)                       NAVD 88
 LE0260
 LE0260  VERT ORDER  -  SECOND    CLASS 0
 LE0260
 LE0260.The horizontal coordinates were scaled from a topographic map and have
 LE0260.an estimated accuracy of +/- 6 seconds.
 LE0260
 LE0260.The orthometric height was determined by differential leveling
 LE0260.and adjusted by the National Geodetic Survey in June 1991..
 LE0260
 LE0260.The geoid height was determined by GEOID03.
 LE0260
 LE0260.The dynamic height is computed by dividing the NAVD 88
 LE0260.geopotential number by the normal gravity value computed on the
 LE0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0260.degrees latitude (g = 980.6199 gals.).
 LE0260
 LE0260.The modeled gravity was interpolated from observed gravity values.
 LE0260
 LE0260;                    North         East    Units  Estimated Accuracy
 LE0260;SPC IA S     -    78,760.      511,430.      MT  (+/- 180 meters Scaled)
 LE0260
 LE0260                          SUPERSEDED SURVEY CONTROL
 LE0260
 LE0260  NGVD 29 (??/??/92)  335.145  (m)         1099.55   (f) ADJ UNCH    2 0
 LE0260
 LE0260.Superseded values are not recommended for survey control.
 LE0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0260.See file dsdata.txt to determine how the superseded data were derived.
 LE0260
 LE0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF691065(NAD 83)
 LE0260_MARKER: DB = BENCH MARK DISK
 LE0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0260_STAMPING: 93-101
 LE0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0260+STABILITY: SURFACE MOTION
 LE0260
 LE0260  HISTORY     - Date     Condition        Report By
 LE0260  HISTORY     - UNK      MONUMENTED       CGS
 LE0260  HISTORY     - 1953     GOOD             NGS
 LE0260
 LE0260                          STATION DESCRIPTION
 LE0260
 LE0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LE0260'AT ALLERTON.
 LE0260'AT ALLERTON, AT THE CITY HALL, IN A GRASS PLOT IN FRONT OF THE
 LE0260'CITY HALL AND PUBLIC LIBRARY, 7 FEET NORTH AND 5 FEET WEST OF THE
 LE0260'WEST (FRONT) ENTRANCE, AND 9 FEET SOUTHEAST OF THE PUBLIC WELL.
 LE0260'A STATE SURVEY STANDARD DISK, STAMPED 93-101 AND SET IN THE TOP
 LE0260'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0259 ***********************************************************************
 LE0259  DESIGNATION -  93 102
 LE0259  PID         -  LE0259
 LE0259  STATE/COUNTY-  IA/WAYNE
 LE0259  USGS QUAD   -  ALLERTON (1964)
 LE0259
 LE0259                         *CURRENT SURVEY CONTROL
 LE0259  ___________________________________________________________________
 LE0259* NAD 83(1986)-  40 42 37.     (N)    093 21 55.     (W)     SCALED    
 LE0259* NAVD 88     -       334.918  (meters)    1098.81   (feet)  ADJUSTED  
 LE0259  ___________________________________________________________________
 LE0259  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LE0259  DYNAMIC HT  -         334.753 (meters)    1098.27  (feet)  COMP
 LE0259  MODELED GRAV-     980,121.2   (mgal)                       NAVD 88
 LE0259
 LE0259  VERT ORDER  -  SECOND    CLASS 0
 LE0259
 LE0259.The horizontal coordinates were scaled from a topographic map and have
 LE0259.an estimated accuracy of +/- 6 seconds.
 LE0259
 LE0259.The orthometric height was determined by differential leveling
 LE0259.and adjusted by the National Geodetic Survey in June 1991..
 LE0259
 LE0259.The geoid height was determined by GEOID03.
 LE0259
 LE0259.The dynamic height is computed by dividing the NAVD 88
 LE0259.geopotential number by the normal gravity value computed on the
 LE0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0259.degrees latitude (g = 980.6199 gals.).
 LE0259
 LE0259.The modeled gravity was interpolated from observed gravity values.
 LE0259
 LE0259;                    North         East    Units  Estimated Accuracy
 LE0259;SPC IA S     -    78,880.      511,380.      MT  (+/- 180 meters Scaled)
 LE0259
 LE0259                          SUPERSEDED SURVEY CONTROL
 LE0259
 LE0259  NGVD 29 (??/??/92)  334.843  (m)         1098.56   (f) ADJ UNCH    2 0
 LE0259
 LE0259.Superseded values are not recommended for survey control.
 LE0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0259.See file dsdata.txt to determine how the superseded data were derived.
 LE0259
 LE0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF691066(NAD 83)
 LE0259_MARKER: DB = BENCH MARK DISK
 LE0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0259_STAMPING: 93-102
 LE0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0259+STABILITY: SURFACE MOTION
 LE0259
 LE0259  HISTORY     - Date     Condition        Report By
 LE0259  HISTORY     - UNK      MONUMENTED       CGS
 LE0259  HISTORY     - 1953     GOOD             NGS
 LE0259  HISTORY     - 1963     POOR             USGS
 LE0259  HISTORY     - 20060522 MARK NOT FOUND   GEOCAC
 LE0259
 LE0259                          STATION DESCRIPTION
 LE0259
 LE0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LE0259'AT ALLERTON.
 LE0259'AT ALLERTON, NEAR THE SOUTHEAST CORNER OF THE CITY PARK, 36 FEET
 LE0259'WEST OF THE CENTERLINE OF STATE HIGHWAY 40, 54 FEET NORTH OF THE
 LE0259'CENTERLINE OF A CROSS STREET, AND 2 FEET EAST OF A SIDEWALK.
 LE0259'A STATE SURVEY STANDARD DISK, STAMPED 93-102 AND SET IN THE TOP
 LE0259'OF A CONCRETE POST FLUSH WITH THE GROUND.
 LE0259
 LE0259                          STATION RECOVERY (1963)
 LE0259
 LE0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LE0259'MARK RECOVERED IN POOR CONDITION.
 LE0259
 LE0259                          STATION RECOVERY (2006)
 LE0259
 LE0259'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LE0259'THE PARK IS BETWEEN MAIN AND WALNUT, 1 TO 2 BLOCKS NORTH OF THE RR,
 LE0259'AND ORIGINALLY EXTENDED TO THE HIGHWAY (CENTRAL AVE) BUT A STRIP ALONG
 LE0259'THE HIGHWAY HAS BEEN SOLD FOR PRIVATE USE.
 LE0259' 
 LE0259'A BRIEF METAL DETECTOR SEARCH NW OF THE CORNER OF MAIN AND CENTRAL AT
 LE0259'N40 42 37.8 W093 21 54.8 FOUND NO EVIDENCE OF THE MARK. THE OWNER OF
 LE0259'THE GASOLINE STATION ON THIS CORNER SAID THEY HAD DUG UP MUCH OF THAT
 LE0259'AREA AND DID NOT SEE A CONCRETE POST OR DISK. PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0231 ***********************************************************************
 LE0231  DESIGNATION -  93 11
 LE0231  PID         -  LE0231
 LE0231  STATE/COUNTY-  IA/WAYNE
 LE0231  USGS QUAD   -  SEYMOUR WEST (1979)
 LE0231
 LE0231                         *CURRENT SURVEY CONTROL
 LE0231  ___________________________________________________________________
 LE0231* NAD 83(1986)-  40 40 51.     (N)    093 10 54.     (W)     SCALED    
 LE0231* NAVD 88     -       328.069  (meters)    1076.34   (feet)  ADJUSTED  
 LE0231  ___________________________________________________________________
 LE0231  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 LE0231  DYNAMIC HT  -         327.907 (meters)    1075.81  (feet)  COMP
 LE0231  MODELED GRAV-     980,122.0   (mgal)                       NAVD 88
 LE0231
 LE0231  VERT ORDER  -  SECOND    CLASS 0
 LE0231
 LE0231.The horizontal coordinates were scaled from a topographic map and have
 LE0231.an estimated accuracy of +/- 6 seconds.
 LE0231
 LE0231.The orthometric height was determined by differential leveling
 LE0231.and adjusted by the National Geodetic Survey in June 1991..
 LE0231
 LE0231.The geoid height was determined by GEOID03.
 LE0231
 LE0231.The dynamic height is computed by dividing the NAVD 88
 LE0231.geopotential number by the normal gravity value computed on the
 LE0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0231.degrees latitude (g = 980.6199 gals.).
 LE0231
 LE0231.The modeled gravity was interpolated from observed gravity values.
 LE0231
 LE0231;                    North         East    Units  Estimated Accuracy
 LE0231;SPC IA S     -    75,660.      526,910.      MT  (+/- 180 meters Scaled)
 LE0231
 LE0231                          SUPERSEDED SURVEY CONTROL
 LE0231
 LE0231  NGVD 29 (??/??/92)  327.986  (m)         1076.07   (f) ADJ UNCH    2 0
 LE0231
 LE0231.Superseded values are not recommended for survey control.
 LE0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0231.See file dsdata.txt to determine how the superseded data were derived.
 LE0231
 LE0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF846033(NAD 83)
 LE0231_MARKER: DB = BENCH MARK DISK
 LE0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0231_STAMPING: 93-11
 LE0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0231+STABILITY: SURFACE MOTION
 LE0231
 LE0231  HISTORY     - Date     Condition        Report By
 LE0231  HISTORY     - UNK      MONUMENTED       CGS
 LE0231  HISTORY     - 1953     GOOD             NGS
 LE0231  HISTORY     - 20050813 MARK NOT FOUND   GEOCAC
 LE0231
 LE0231                          STATION DESCRIPTION
 LE0231
 LE0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LE0231'3.5 MI W FROM SEYMOUR.
 LE0231'3.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0231'RAILROAD FROM THE STATION AT SEYMOUR, 0.6 MILE EAST OF THE
 LE0231'NORTHWEST CORNER OF SEC. 20, T. 68 N., R. 20 W., ABOUT 5 POLES
 LE0231'EAST OF MILEPOST 355, ABOUT 460 FEET SOUTH OF THE TRACK, 102
 LE0231'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE W.H. DONALD LARGE
 LE0231'BARN, 28 FEET SOUTH OF THE CENTERLINE OF A COUNTY ROAD, 2 FEET
 LE0231'NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET UNDER GROUND.
 LE0231'A STATE SURVEY STANDARD DISK, STAMPED 93-11 AND SET IN THE TOP
 LE0231'OF A CONCRETE POST.
 LE0231
 LE0231                          STATION RECOVERY (2005)
 LE0231
 LE0231'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 LE0231'THE ROCK ISLAND TRACK HAS BEEN DISMANTLED.  THE REFERENCED LARGE BARN
 LE0231'HAS BEEN DEMOLISHED.  REGRADING AND WIDENING COUNTY ROAD J 46 AND
 LE0231'LANDSCAPING FOR THE NEWER HOUSE AT THE DESCRIBED LOCATION LIKELY
 LE0231'DISTURBED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0232 ***********************************************************************
 LE0232  DESIGNATION -  93 12
 LE0232  PID         -  LE0232
 LE0232  STATE/COUNTY-  IA/WAYNE
 LE0232  USGS QUAD   -  SEYMOUR WEST (1979)
 LE0232
 LE0232                         *CURRENT SURVEY CONTROL
 LE0232  ___________________________________________________________________
 LE0232* NAD 83(1986)-  40 40 51.     (N)    093 10 03.     (W)     SCALED    
 LE0232* NAVD 88     -       326.539  (meters)    1071.32   (feet)  ADJUSTED  
 LE0232  ___________________________________________________________________
 LE0232  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 LE0232  DYNAMIC HT  -         326.378 (meters)    1070.79  (feet)  COMP
 LE0232  MODELED GRAV-     980,122.3   (mgal)                       NAVD 88
 LE0232
 LE0232  VERT ORDER  -  SECOND    CLASS 0
 LE0232
 LE0232.The horizontal coordinates were scaled from a topographic map and have
 LE0232.an estimated accuracy of +/- 6 seconds.
 LE0232
 LE0232.The orthometric height was determined by differential leveling
 LE0232.and adjusted by the National Geodetic Survey in June 1991..
 LE0232
 LE0232.The geoid height was determined by GEOID03.
 LE0232
 LE0232.The dynamic height is computed by dividing the NAVD 88
 LE0232.geopotential number by the normal gravity value computed on the
 LE0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0232.degrees latitude (g = 980.6199 gals.).
 LE0232
 LE0232.The modeled gravity was interpolated from observed gravity values.
 LE0232
 LE0232;                    North         East    Units  Estimated Accuracy
 LE0232;SPC IA S     -    75,660.      528,110.      MT  (+/- 180 meters Scaled)
 LE0232
 LE0232                          SUPERSEDED SURVEY CONTROL
 LE0232
 LE0232  NGVD 29 (??/??/92)  326.447  (m)         1071.02   (f) ADJ UNCH    2 0
 LE0232
 LE0232.Superseded values are not recommended for survey control.
 LE0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0232.See file dsdata.txt to determine how the superseded data were derived.
 LE0232
 LE0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF858033(NAD 83)
 LE0232_MARKER: DB = BENCH MARK DISK
 LE0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0232_STAMPING: 93-12
 LE0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0232+STABILITY: SURFACE MOTION
 LE0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LE0232+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2005
 LE0232
 LE0232  HISTORY     - Date     Condition        Report By
 LE0232  HISTORY     - UNK      MONUMENTED       CGS
 LE0232  HISTORY     - 1953     GOOD             NGS
 LE0232  HISTORY     - 20050813 GOOD             GEOCAC
 LE0232
 LE0232                          STATION DESCRIPTION
 LE0232
 LE0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LE0232'2.7 MI W FROM SEYMOUR.
 LE0232'2.7 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0232'RAILROAD FROM THE STATION AT SEYMOUR, ABOUT 0.3 MILE EAST OF THE
 LE0232'NORTHWEST CORNER OF SEC. 21, T. 68 N., R. 20 W., ABOUT 8-1/2
 LE0232'POLES WEST OF MILEPOST 354, 430 FEET SOUTH OF THE TRACK, 51 FEET
 LE0232'NORTH OF THE NORTHWEST CORNER OF THE FRED SCHAEFER HOUSE, 29 FEET
 LE0232'SOUTH OF THE CENTERLINE OF A COUNTY ROAD, AND 1 FOOT NORTH OF THE
 LE0232'RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 93-12
 LE0232'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LE0232
 LE0232                          STATION RECOVERY (2005)
 LE0232
 LE0232'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 LE0232'THE REFERENCED RAILROAD HAS BEEN DISMANTLED.  THE COUNTY ROAD HAS BEEN
 LE0232'EXTENSIVELY REGRADED AND PAVED.  THE MARK EAST OF THE DRIVEWAY AND
 LE0232'NORTH OF THE HOUSE AT 3031 CO. RD. J 46.  THE POST PROJECTS ABOUT 6
 LE0232'INCHES ABOVE THE GROUND.
 LE0232' 
 LE0232'SKY PARTIALLY OBSCURED BY TREES. HANDHELD GPS COORDINATES  40 40 52.4
 LE0232'(N) 093 10 02.8 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0233 ***********************************************************************
 LE0233  DESIGNATION -  93 13
 LE0233  PID         -  LE0233
 LE0233  STATE/COUNTY-  IA/WAYNE
 LE0233  USGS QUAD   -  SEYMOUR WEST (1979)
 LE0233
 LE0233                         *CURRENT SURVEY CONTROL
 LE0233  ___________________________________________________________________
 LE0233* NAD 83(1986)-  40 40 54.     (N)    093 08 56.     (W)     SCALED    
 LE0233* NAVD 88     -       328.149  (meters)    1076.60   (feet)  ADJUSTED  
 LE0233  ___________________________________________________________________
 LE0233  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 LE0233  DYNAMIC HT  -         327.987 (meters)    1076.07  (feet)  COMP
 LE0233  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 LE0233
 LE0233  VERT ORDER  -  SECOND    CLASS 0
 LE0233
 LE0233.The horizontal coordinates were scaled from a topographic map and have
 LE0233.an estimated accuracy of +/- 6 seconds.
 LE0233
 LE0233.The orthometric height was determined by differential leveling
 LE0233.and adjusted by the National Geodetic Survey in June 1991..
 LE0233
 LE0233.The geoid height was determined by GEOID03.
 LE0233
 LE0233.The dynamic height is computed by dividing the NAVD 88
 LE0233.geopotential number by the normal gravity value computed on the
 LE0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0233.degrees latitude (g = 980.6199 gals.).
 LE0233
 LE0233.The modeled gravity was interpolated from observed gravity values.
 LE0233
 LE0233;                    North         East    Units  Estimated Accuracy
 LE0233;SPC IA S     -    75,760.      529,680.      MT  (+/- 180 meters Scaled)
 LE0233
 LE0233                          SUPERSEDED SURVEY CONTROL
 LE0233
 LE0233  NGVD 29 (??/??/92)  328.046  (m)         1076.26   (f) ADJ UNCH    2 0
 LE0233
 LE0233.Superseded values are not recommended for survey control.
 LE0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0233.See file dsdata.txt to determine how the superseded data were derived.
 LE0233
 LE0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF874034(NAD 83)
 LE0233_MARKER: DB = BENCH MARK DISK
 LE0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0233_STAMPING: 93-13
 LE0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0233+STABILITY: SURFACE MOTION
 LE0233
 LE0233  HISTORY     - Date     Condition        Report By
 LE0233  HISTORY     - UNK      MONUMENTED       CGS
 LE0233  HISTORY     - 1953     GOOD             NGS
 LE0233  HISTORY     - 20050813 MARK NOT FOUND   GEOCAC
 LE0233
 LE0233                          STATION DESCRIPTION
 LE0233
 LE0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LE0233'1.7 MI W FROM SEYMOUR.
 LE0233'1.7 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0233'RAILROAD FROM THE STATION AT SEYMOUR, ABOUT 0.3 MILE EAST OF THE
 LE0233'SOUTHWEST CORNER OF SEC. 15, T. 68 N., R. 20 W., ABOUT 10 POLES
 LE0233'WEST OF MILEPOST 353, ABOUT 330 FEET SOUTH OF THE TRACK, 60 FEET
 LE0233'SOUTH OF A POINT 9 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME
 LE0233'BUILDING, 30 FEET NORTH OF THE CENTERLINE OF A COUNTY ROAD, AT
 LE0233'THE RIGHT-OF-WAY FENCE, AND ABOUT 3 INCHES UNDER GROUND.  A STATE
 LE0233'SURVEY STANDARD DISK, STAMPED 93-13 AND SET IN THE TOP OF A
 LE0233'CONCRETE POST.
 LE0233
 LE0233                          STATION RECOVERY (2005)
 LE0233
 LE0233'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 LE0233'THE ROCK ISLAND TRACK HAS BEEN DISMANTLED.  THE REFERENCED FRAME
 LE0233'BUILDING WAS NOT FOUND.  REGRADING AND WIDENING COUNTY ROAD J 46
 LE0233'LIKELY DISTURBED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0234 ***********************************************************************
 LE0234  DESIGNATION -  93 14
 LE0234  PID         -  LE0234
 LE0234  STATE/COUNTY-  IA/WAYNE
 LE0234  USGS QUAD   -  SEYMOUR WEST (1979)
 LE0234
 LE0234                         *CURRENT SURVEY CONTROL
 LE0234  ___________________________________________________________________
 LE0234* NAD 83(1986)-  40 40 52.     (N)    093 08 07.     (W)     SCALED    
 LE0234* NAVD 88     -       327.097  (meters)    1073.15   (feet)  ADJUSTED  
 LE0234  ___________________________________________________________________
 LE0234  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 LE0234  DYNAMIC HT  -         326.936 (meters)    1072.62  (feet)  COMP
 LE0234  MODELED GRAV-     980,122.7   (mgal)                       NAVD 88
 LE0234
 LE0234  VERT ORDER  -  SECOND    CLASS 0
 LE0234
 LE0234.The horizontal coordinates were scaled from a topographic map and have
 LE0234.an estimated accuracy of +/- 6 seconds.
 LE0234
 LE0234.The orthometric height was determined by differential leveling
 LE0234.and adjusted by the National Geodetic Survey in June 1991..
 LE0234
 LE0234.The geoid height was determined by GEOID03.
 LE0234
 LE0234.The dynamic height is computed by dividing the NAVD 88
 LE0234.geopotential number by the normal gravity value computed on the
 LE0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0234.degrees latitude (g = 980.6199 gals.).
 LE0234
 LE0234.The modeled gravity was interpolated from observed gravity values.
 LE0234
 LE0234;                    North         East    Units  Estimated Accuracy
 LE0234;SPC IA S     -    75,700.      530,830.      MT  (+/- 180 meters Scaled)
 LE0234
 LE0234                          SUPERSEDED SURVEY CONTROL
 LE0234
 LE0234  NGVD 29 (??/??/92)  327.026  (m)         1072.92   (f) ADJ UNCH    2 0
 LE0234
 LE0234.Superseded values are not recommended for survey control.
 LE0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0234.See file dsdata.txt to determine how the superseded data were derived.
 LE0234
 LE0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF885033(NAD 83)
 LE0234_MARKER: DB = BENCH MARK DISK
 LE0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0234_STAMPING: 93-14
 LE0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0234+STABILITY: SURFACE MOTION
 LE0234
 LE0234  HISTORY     - Date     Condition        Report By
 LE0234  HISTORY     - UNK      MONUMENTED       CGS
 LE0234  HISTORY     - 1953     GOOD             NGS
 LE0234  HISTORY     - 20050813 MARK NOT FOUND   GEOCAC
 LE0234
 LE0234                          STATION DESCRIPTION
 LE0234
 LE0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LE0234'0.8 MI W FROM SEYMOUR.
 LE0234'0.8 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 LE0234'FROM THE STATION AT SEYMOUR, WAYNE COUNTY, ABOUT 2-1/2 POLES
 LE0234'WEST OF MILEPOST 352, NEAR THE WEST EDGE OF THE TOWN, ABOUT 360
 LE0234'FEET SOUTH ALONG A COUNTY ROAD FROM THE T. 68 N., R. 20 W., 32
 LE0234'FEET SOUTH OF THE CENTERLINE OF A COUNTY ROAD, 2 FEET SOUTH OF
 LE0234'THE RIGHT-OF-WAY FENCE, AND ABOUT 2 INCHES UNDER GROUND.  A
 LE0234'STATE SURVEY STANDARD DISK, STAMPED 93-14 AND SET IN THE TOP OF
 LE0234'A CONCRETE POST.
 LE0234
 LE0234                          STATION RECOVERY (2005)
 LE0234
 LE0234'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 LE0234'THE ROCK ISLAND TRACK HAS BEEN DISMANTLED.  REGRADING AND WIDENING
 LE0234'COUNTY ROAD J 46 LIKELY DISTURBED THE MARK. A THOROUGH SEARCH OF THE
 LE0234'AREA AND PROBING TO 4 INCHES REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0236 ***********************************************************************
 LE0236  DESIGNATION -  93 15
 LE0236  PID         -  LE0236
 LE0236  STATE/COUNTY-  IA/WAYNE
 LE0236  USGS QUAD   -  SEYMOUR EAST (1979)
 LE0236
 LE0236                         *CURRENT SURVEY CONTROL
 LE0236  ___________________________________________________________________
 LE0236* NAD 83(1986)-  40 40 52.     (N)    093 06 59.     (W)     SCALED    
 LE0236* NAVD 88     -       326.411  (meters)    1070.90   (feet)  ADJUSTED  
 LE0236  ___________________________________________________________________
 LE0236  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 LE0236  DYNAMIC HT  -         326.250 (meters)    1070.37  (feet)  COMP
 LE0236  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 LE0236
 LE0236  VERT ORDER  -  SECOND    CLASS 0
 LE0236
 LE0236.The horizontal coordinates were scaled from a topographic map and have
 LE0236.an estimated accuracy of +/- 6 seconds.
 LE0236
 LE0236.The orthometric height was determined by differential leveling
 LE0236.and adjusted by the National Geodetic Survey in June 1991..
 LE0236
 LE0236.The geoid height was determined by GEOID03.
 LE0236
 LE0236.The dynamic height is computed by dividing the NAVD 88
 LE0236.geopotential number by the normal gravity value computed on the
 LE0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0236.degrees latitude (g = 980.6199 gals.).
 LE0236
 LE0236.The modeled gravity was interpolated from observed gravity values.
 LE0236
 LE0236;                    North         East    Units  Estimated Accuracy
 LE0236;SPC IA S     -    75,710.      532,430.      MT  (+/- 180 meters Scaled)
 LE0236
 LE0236                          SUPERSEDED SURVEY CONTROL
 LE0236
 LE0236  NGVD 29 (??/??/92)  326.335  (m)         1070.65   (f) ADJ UNCH    2 0
 LE0236
 LE0236.Superseded values are not recommended for survey control.
 LE0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0236.See file dsdata.txt to determine how the superseded data were derived.
 LE0236
 LE0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF901033(NAD 83)
 LE0236_MARKER: DB = BENCH MARK DISK
 LE0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0236_STAMPING: 93-15
 LE0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0236+STABILITY: SURFACE MOTION
 LE0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LE0236+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 LE0236
 LE0236  HISTORY     - Date     Condition        Report By
 LE0236  HISTORY     - UNK      MONUMENTED       CGS
 LE0236  HISTORY     - 1945     GOOD             NGS
 LE0236  HISTORY     - 20050813 MARK NOT FOUND   GEOCAC
 LE0236  HISTORY     - 20060812 GOOD             GEOCAC
 LE0236
 LE0236                          STATION DESCRIPTION
 LE0236
 LE0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 LE0236'AT SEYMOUR.
 LE0236'AT SEYMOUR, AT THE INTERSECTION OF PARK AND MAIN STREETS, 33 FEET
 LE0236'EAST OF THE CENTERLINE OF PARK STREET, 24 FEET SOUTH OF THE
 LE0236'CENTERLINE OF MAIN STREET, 60 FEET NORTHWEST OF THE NORTHWEST
 LE0236'CORNER OF THE PUBLIC SCHOOL, AND IN A GRASS PLOT.  A STATE SURVEY
 LE0236'STANDARD DISK, STAMPED 93-15 AND SET IN THE TOP OF A CONCRETE
 LE0236'POST ABOUT FLUSH WITH THE GROUND.
 LE0236
 LE0236                          STATION RECOVERY (2005)
 LE0236
 LE0236'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 LE0236'THE SIDEWALK HAS BEEN REBUILT AND THE SCHOOLHOUSE HAS AN ADDITION ON
 LE0236'THE NORTHWEST SIDE.  THE DESCRIBED LOCATION IS IN A GRASS PLOT. A
 LE0236'THOROUGH SEARCH OF THE AREA AND PROBING TO 4 INCHES REVEALED NO SIGN
 LE0236'OF THE MARK.
 LE0236
 LE0236                          STATION RECOVERY (2006)
 LE0236
 LE0236'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 LE0236'FOUND 63.6 FT NW OF CORNER OF ORIGINAL SCHOOL BUILDING, 24.8 FT NW OF
 LE0236'BRICK COLUMN OF ADDITION TO SCHOOL, 34.0 FT EAST OF CENTER OF PARK AVE
 LE0236'(WAYNE COUNTY S60), 23.5 FT SOUTH OF CENTER OF MAIN STREET (WAYNE
 LE0236'COUNTY J46), 14.2 FT EAST OF NE CORNER OF CAST IRON AT STORM DRAIN,
 LE0236'AND 2 INCHES UNDER SURFACE.  USE CAUTION IN DIGGING BECAUSE OF NEARBY
 LE0236'FIBER OPTIC CABLE.
 LE0236' 
 LE0236'TOP OF POST DID NOT APPEAR LEVEL AND POSSIBLE DISPLACEMENT SHOULD BE
 LE0236'CHECKED BEFORE USING ELEVATION.
 LE0236' 
 LE0236'HANDHELD GPS COORDINATES - 40 40 53.5 N  093 06 59.0 W  SKY PARTIALLY
 LE0236'OBSCURED BY SCHOOLHOUSE AND TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0267 ***********************************************************************
 LE0267  DESIGNATION -  93 153
 LE0267  PID         -  LE0267
 LE0267  STATE/COUNTY-  IA/WAYNE
 LE0267  USGS QUAD   -  CLIO (1964)
 LE0267
 LE0267                         *CURRENT SURVEY CONTROL
 LE0267  ___________________________________________________________________
 LE0267* NAD 83(1986)-  40 38 03.     (N)    093 27 19.     (W)     SCALED    
 LE0267* NAVD 88     -       339.585  (meters)    1114.12   (feet)  ADJUSTED  
 LE0267  ___________________________________________________________________
 LE0267  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LE0267  DYNAMIC HT  -         339.415 (meters)    1113.56  (feet)  COMP
 LE0267  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 LE0267
 LE0267  VERT ORDER  -  SECOND    CLASS 0
 LE0267
 LE0267.The horizontal coordinates were scaled from a topographic map and have
 LE0267.an estimated accuracy of +/- 6 seconds.
 LE0267
 LE0267.The orthometric height was determined by differential leveling
 LE0267.and adjusted by the National Geodetic Survey in June 1991..
 LE0267
 LE0267.The geoid height was determined by GEOID03.
 LE0267
 LE0267.The dynamic height is computed by dividing the NAVD 88
 LE0267.geopotential number by the normal gravity value computed on the
 LE0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0267.degrees latitude (g = 980.6199 gals.).
 LE0267
 LE0267.The modeled gravity was interpolated from observed gravity values.
 LE0267
 LE0267;                    North         East    Units  Estimated Accuracy
 LE0267;SPC IA S     -    70,420.      503,780.      MT  (+/- 180 meters Scaled)
 LE0267
 LE0267                          SUPERSEDED SURVEY CONTROL
 LE0267
 LE0267  NGVD 29 (??/??/92)  339.502  (m)         1113.85   (f) ADJ UNCH    2 0
 LE0267
 LE0267.Superseded values are not recommended for survey control.
 LE0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0267.See file dsdata.txt to determine how the superseded data were derived.
 LE0267
 LE0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE614982(NAD 83)
 LE0267_MARKER: DB = BENCH MARK DISK
 LE0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0267_STAMPING: 93-153
 LE0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0267+STABILITY: SURFACE MOTION
 LE0267
 LE0267  HISTORY     - Date     Condition        Report By
 LE0267  HISTORY     - UNK      MONUMENTED       CGS
 LE0267  HISTORY     - 1953     GOOD             NGS
 LE0267
 LE0267                          STATION DESCRIPTION
 LE0267
 LE0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LE0267'AT CLIO.
 LE0267'AT CLIO, 0.2 MILE WEST ALONG THE CLIO-LINEVILLE COUNTY ROAD FROM
 LE0267'MAIN STREET, 500 FEET EAST OF THE CROSSING OF THE CHICAGO, ROCK
 LE0267'ISLAND AND PACIFIC RAILROAD, 27 FEET SOUTH OF THE CENTERLINE
 LE0267'OF THE ROAD, AND AT THE NORTHEAST CORNER OF A SMALL ORCHARD
 LE0267'OWNED IN 1935 BY ROY JONES.  A STATE SURVEY STANDARD DISK,
 LE0267'STAMPED 93-153 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LE0267'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0266 ***********************************************************************
 LE0266  DESIGNATION -  93 154
 LE0266  PID         -  LE0266
 LE0266  STATE/COUNTY-  IA/WAYNE
 LE0266  USGS QUAD   -  CLIO (1964)
 LE0266
 LE0266                         *CURRENT SURVEY CONTROL
 LE0266  ___________________________________________________________________
 LE0266* NAD 83(1986)-  40 38 03.     (N)    093 26 49.     (W)     SCALED    
 LE0266* NAVD 88     -       339.493  (meters)    1113.82   (feet)  ADJUSTED  
 LE0266  ___________________________________________________________________
 LE0266  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LE0266  DYNAMIC HT  -         339.323 (meters)    1113.26  (feet)  COMP
 LE0266  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 LE0266
 LE0266  VERT ORDER  -  SECOND    CLASS 0
 LE0266
 LE0266.The horizontal coordinates were scaled from a topographic map and have
 LE0266.an estimated accuracy of +/- 6 seconds.
 LE0266
 LE0266.The orthometric height was determined by differential leveling
 LE0266.and adjusted by the National Geodetic Survey in June 1991..
 LE0266
 LE0266.The geoid height was determined by GEOID03.
 LE0266
 LE0266.The dynamic height is computed by dividing the NAVD 88
 LE0266.geopotential number by the normal gravity value computed on the
 LE0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0266.degrees latitude (g = 980.6199 gals.).
 LE0266
 LE0266.The modeled gravity was interpolated from observed gravity values.
 LE0266
 LE0266;                    North         East    Units  Estimated Accuracy
 LE0266;SPC IA S     -    70,430.      504,490.      MT  (+/- 180 meters Scaled)
 LE0266
 LE0266                          SUPERSEDED SURVEY CONTROL
 LE0266
 LE0266  NGVD 29 (??/??/92)  339.410  (m)         1113.55   (f) ADJ UNCH    2 0
 LE0266
 LE0266.Superseded values are not recommended for survey control.
 LE0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0266.See file dsdata.txt to determine how the superseded data were derived.
 LE0266
 LE0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE622982(NAD 83)
 LE0266_MARKER: DB = BENCH MARK DISK
 LE0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0266_STAMPING: 93-155
 LE0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0266+STABILITY: SURFACE MOTION
 LE0266
 LE0266  HISTORY     - Date     Condition        Report By
 LE0266  HISTORY     - UNK      MONUMENTED       CGS
 LE0266  HISTORY     - 1953     GOOD             NGS
 LE0266
 LE0266                          STATION DESCRIPTION
 LE0266
 LE0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LE0266'AT CLIO.
 LE0266'AT CLIO, 0.2 MILE SOUTH ALONG THE CLIO-ALLERTON COUNTY ROAD
 LE0266'FROM THE PUBLIC SCHOOL, 3 BLOCKS EAST OF MAIN STREET, AT THE
 LE0266'SOUTHEASTERN CITY LIMITS, 21 FEET EAST OF THE POINT OF
 LE0266'INTERSECTION OF A CURVE, 12 FEET NORTH OF THE CENTERLINE OF A
 LE0266'FARM ENTRANCE DRIVE, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 LE0266'A STATE SURVEY STANDARD DISK, STAMPED 93-155 AND SET IN THE
 LE0266'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0237 ***********************************************************************
 LE0237  DESIGNATION -  93 16
 LE0237  PID         -  LE0237
 LE0237  STATE/COUNTY-  IA/WAYNE
 LE0237  USGS QUAD   -  SEYMOUR EAST (1979)
 LE0237
 LE0237                         *CURRENT SURVEY CONTROL
 LE0237  ___________________________________________________________________
 LE0237* NAD 83(1986)-  40 40 53.     (N)    093 06 36.     (W)     SCALED    
 LE0237* NAVD 88     -       325.166  (meters)    1066.82   (feet)  ADJUSTED  
 LE0237  ___________________________________________________________________
 LE0237  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 LE0237  DYNAMIC HT  -         325.006 (meters)    1066.29  (feet)  COMP
 LE0237  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 LE0237
 LE0237  VERT ORDER  -  SECOND    CLASS 0
 LE0237
 LE0237.The horizontal coordinates were scaled from a topographic map and have
 LE0237.an estimated accuracy of +/- 6 seconds.
 LE0237
 LE0237.The orthometric height was determined by differential leveling
 LE0237.and adjusted by the National Geodetic Survey in June 1991..
 LE0237
 LE0237.The geoid height was determined by GEOID03.
 LE0237
 LE0237.The dynamic height is computed by dividing the NAVD 88
 LE0237.geopotential number by the normal gravity value computed on the
 LE0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0237.degrees latitude (g = 980.6199 gals.).
 LE0237
 LE0237.The modeled gravity was interpolated from observed gravity values.
 LE0237
 LE0237;                    North         East    Units  Estimated Accuracy
 LE0237;SPC IA S     -    75,740.      532,970.      MT  (+/- 180 meters Scaled)
 LE0237
 LE0237                          SUPERSEDED SURVEY CONTROL
 LE0237
 LE0237  NGVD 29 (??/??/92)  325.09   (m)         1066.6    (f) COMPUTED    2 0
 LE0237
 LE0237.Superseded values are not recommended for survey control.
 LE0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0237.See file dsdata.txt to determine how the superseded data were derived.
 LE0237
 LE0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF907033(NAD 83)
 LE0237_MARKER: DB = BENCH MARK DISK
 LE0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0237_STAMPING: 93-16
 LE0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0237+STABILITY: SURFACE MOTION
 LE0237
 LE0237  HISTORY     - Date     Condition        Report By
 LE0237  HISTORY     - UNK      MONUMENTED       CGS
 LE0237  HISTORY     - 1945     GOOD             NGS
 LE0237  HISTORY     - 1965     POOR             USGS
 LE0237  HISTORY     - 20050813 MARK NOT FOUND   GEOCAC
 LE0237
 LE0237                          STATION DESCRIPTION
 LE0237
 LE0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 LE0237'AT SEYMOUR.
 LE0237'AT SEYMOUR, NEAR THE EAST EDGE OF TOWN, ABOUT 5 BLOCKS EAST ALONG
 LE0237'MAIN STREET FROM THE SOUTHEAST CORNER OF THE SQUARE, 42 FEET
 LE0237'SOUTH OF A POINT ABOUT 132 FEET EAST OF THE SOUTHEAST CORNER
 LE0237'OF A 1-1/2 STORY STUCCO HOUSE, 21 FEET NORTH OF THE CENTERLINE
 LE0237'OF MAIN STREET, AND 10 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 LE0237'STATE SURVEY STANDARD DISK, STAMPED 93-16 AND SET IN THE TOP OF A
 LE0237'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 LE0237
 LE0237                          STATION RECOVERY (1965)
 LE0237
 LE0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LE0237'MARK RECOVERED IN POOR CONDITION.
 LE0237
 LE0237                          STATION RECOVERY (2005)
 LE0237
 LE0237'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 LE0237'MAIN STREET HAS BEEN REGRADED AND PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0415 ***********************************************************************
 LE0415  DESIGNATION -  93 164
 LE0415  PID         -  LE0415
 LE0415  STATE/COUNTY-  IA/WAYNE
 LE0415  USGS QUAD   -  LINEVILLE (1964)
 LE0415
 LE0415                         *CURRENT SURVEY CONTROL
 LE0415  ___________________________________________________________________
 LE0415* NAD 83(1986)-  40 35 04.     (N)    093 31 25.     (W)     SCALED    
 LE0415* NAVD 88     -       332.185  (meters)    1089.84   (feet)  ADJUSTED  
 LE0415  ___________________________________________________________________
 LE0415  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LE0415  DYNAMIC HT  -         332.017 (meters)    1089.29  (feet)  COMP
 LE0415  MODELED GRAV-     980,110.6   (mgal)                       NAVD 88
 LE0415
 LE0415  VERT ORDER  -  SECOND    CLASS 0
 LE0415
 LE0415.The horizontal coordinates were scaled from a topographic map and have
 LE0415.an estimated accuracy of +/- 6 seconds.
 LE0415
 LE0415.The orthometric height was determined by differential leveling
 LE0415.and adjusted by the National Geodetic Survey in June 1991..
 LE0415
 LE0415.The geoid height was determined by GEOID03.
 LE0415
 LE0415.The dynamic height is computed by dividing the NAVD 88
 LE0415.geopotential number by the normal gravity value computed on the
 LE0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0415.degrees latitude (g = 980.6199 gals.).
 LE0415
 LE0415.The modeled gravity was interpolated from observed gravity values.
 LE0415
 LE0415;                    North         East    Units  Estimated Accuracy
 LE0415;SPC IA S     -    64,900.      498,000.      MT  (+/- 180 meters Scaled)
 LE0415
 LE0415                          SUPERSEDED SURVEY CONTROL
 LE0415
 LE0415  NGVD 29 (??/??/92)  332.112  (m)         1089.60   (f) ADJ UNCH    2 0
 LE0415
 LE0415.Superseded values are not recommended for survey control.
 LE0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0415.See file dsdata.txt to determine how the superseded data were derived.
 LE0415
 LE0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE556927(NAD 83)
 LE0415_MARKER: DB = BENCH MARK DISK
 LE0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0415_STAMPING: 93-164
 LE0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0415+STABILITY: SURFACE MOTION
 LE0415
 LE0415  HISTORY     - Date     Condition        Report By
 LE0415  HISTORY     - 1935     MONUMENTED       CGS
 LE0415  HISTORY     - 1940     GOOD             IAGS
 LE0415
 LE0415                          STATION DESCRIPTION
 LE0415
 LE0415'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1940
 LE0415'AT LINEVILLE.
 LE0415'AT LINEVILLE, WAYNE COUNTY, 0.2 MILE NORTH ALONG U.S. HIGHWAY
 LE0415'65 FROM THE NORTHWEST CORNER OF THE PUBLIC SQUARE, 33 FEET
 LE0415'SOUTHEAST OF THE SOUTHEAST CORNER OF THE TWO-STORY FARMHOUSE
 LE0415'OWNED IN 1935 BY LENA VARGIE, 23 FEET WEST OF THE CENTERLINE
 LE0415'OF THE HIGHWAY, 1.5 FEET EAST OF THE EAST SIDE OF A SIDEWALK,
 LE0415'AND ABOUT 4 INCHES UNDER GROUND.  A STATE SURVEY STANDARD DISK,
 LE0415'STAMPED 93-164 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0250 ***********************************************************************
 LE0250  DESIGNATION -  93 50
 LE0250  PID         -  LE0250
 LE0250  STATE/COUNTY-  IA/WAYNE
 LE0250  USGS QUAD   -  CORYDON (1982)
 LE0250
 LE0250                         *CURRENT SURVEY CONTROL
 LE0250  ___________________________________________________________________
 LE0250* NAD 83(1986)-  40 50 52.     (N)    093 18 32.     (W)     SCALED    
 LE0250* NAVD 88     -       327.507  (meters)    1074.50   (feet)  ADJUSTED  
 LE0250  ___________________________________________________________________
 LE0250  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LE0250  DYNAMIC HT  -         327.350 (meters)    1073.98  (feet)  COMP
 LE0250  MODELED GRAV-     980,133.4   (mgal)                       NAVD 88
 LE0250
 LE0250  VERT ORDER  -  SECOND    CLASS 0
 LE0250
 LE0250.The horizontal coordinates were scaled from a topographic map and have
 LE0250.an estimated accuracy of +/- 6 seconds.
 LE0250
 LE0250.The orthometric height was determined by differential leveling
 LE0250.and adjusted by the National Geodetic Survey in June 1991..
 LE0250
 LE0250.The geoid height was determined by GEOID03.
 LE0250
 LE0250.The dynamic height is computed by dividing the NAVD 88
 LE0250.geopotential number by the normal gravity value computed on the
 LE0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0250.degrees latitude (g = 980.6199 gals.).
 LE0250
 LE0250.The modeled gravity was interpolated from observed gravity values.
 LE0250
 LE0250;                    North         East    Units  Estimated Accuracy
 LE0250;SPC IA S     -    94,160.      516,120.      MT  (+/- 180 meters Scaled)
 LE0250
 LE0250                          SUPERSEDED SURVEY CONTROL
 LE0250
 LE0250  NGVD 29 (??/??/92)  327.430  (m)         1074.24   (f) ADJ UNCH    2 0
 LE0250
 LE0250.Superseded values are not recommended for survey control.
 LE0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0250.See file dsdata.txt to determine how the superseded data were derived.
 LE0250
 LE0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF739219(NAD 83)
 LE0250_MARKER: DB = BENCH MARK DISK
 LE0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0250_STAMPING: 93 STA NO 50
 LE0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0250+STABILITY: SURFACE MOTION
 LE0250
 LE0250  HISTORY     - Date     Condition        Report By
 LE0250  HISTORY     - UNK      MONUMENTED       CGS
 LE0250  HISTORY     - 1950     GOOD             NGS
 LE0250
 LE0250                          STATION DESCRIPTION
 LE0250
 LE0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LE0250'AT MILLERTON.
 LE0250'AT MILLERTON, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 LE0250'AT MILEPOST 11, 87 FEET EAST OF THE CENTERLINE OF THE MAIN
 LE0250'TRACK, AND 77 FEET SOUTH OF AN OLD ELEVATOR.  A STATE SURVEY
 LE0250'STANDARD DISK, STAMPED 93 STA NO 50 AND SET IN THE TOP OF A
 LE0250'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0249 ***********************************************************************
 LE0249  DESIGNATION -  93 51
 LE0249  PID         -  LE0249
 LE0249  STATE/COUNTY-  IA/WAYNE
 LE0249  USGS QUAD   -  CORYDON (1982)
 LE0249
 LE0249                         *CURRENT SURVEY CONTROL
 LE0249  ___________________________________________________________________
 LE0249* NAD 83(1986)-  40 50 59.     (N)    093 18 10.     (W)     SCALED    
 LE0249* NAVD 88     -       327.187  (meters)    1073.45   (feet)  ADJUSTED  
 LE0249  ___________________________________________________________________
 LE0249  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LE0249  DYNAMIC HT  -         327.030 (meters)    1072.93  (feet)  COMP
 LE0249  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 LE0249
 LE0249  VERT ORDER  -  SECOND    CLASS 0
 LE0249
 LE0249.The horizontal coordinates were scaled from a topographic map and have
 LE0249.an estimated accuracy of +/- 6 seconds.
 LE0249
 LE0249.The orthometric height was determined by differential leveling
 LE0249.and adjusted by the National Geodetic Survey in June 1991..
 LE0249
 LE0249.The geoid height was determined by GEOID03.
 LE0249
 LE0249.The dynamic height is computed by dividing the NAVD 88
 LE0249.geopotential number by the normal gravity value computed on the
 LE0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0249.degrees latitude (g = 980.6199 gals.).
 LE0249
 LE0249.The modeled gravity was interpolated from observed gravity values.
 LE0249
 LE0249;                    North         East    Units  Estimated Accuracy
 LE0249;SPC IA S     -    94,380.      516,630.      MT  (+/- 180 meters Scaled)
 LE0249
 LE0249                          SUPERSEDED SURVEY CONTROL
 LE0249
 LE0249  NGVD 29 (??/??/92)  327.094  (m)         1073.14   (f) ADJ UNCH    2 0
 LE0249
 LE0249.Superseded values are not recommended for survey control.
 LE0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0249.See file dsdata.txt to determine how the superseded data were derived.
 LE0249
 LE0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF744221(NAD 83)
 LE0249_MARKER: DB = BENCH MARK DISK
 LE0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0249_STAMPING: 93 STA NO 51
 LE0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0249+STABILITY: SURFACE MOTION
 LE0249
 LE0249  HISTORY     - Date     Condition        Report By
 LE0249  HISTORY     - UNK      MONUMENTED       CGS
 LE0249  HISTORY     - 1953     GOOD             NGS
 LE0249
 LE0249                          STATION DESCRIPTION
 LE0249
 LE0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LE0249'AT MILLERTON.
 LE0249'AT MILLERTON, IN THE SOUTHEAST CORNER OF THE MRS. F.F. WARD
 LE0249'PROPERTY, 39 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LE0249'HOUSE, NEAR THE PUBLIC SCHOOL, 194 FEET EAST AND 42 FEET SOUTH
 LE0249'OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, ON THE EAST SIDE OF
 LE0249'A PRIVATE DRIVE, AND 0.5 FOOT UNDER GROUND.  A STATE SURVEY
 LE0249'STANDARD DISK, STAMPED 93 STA NO 51 AND SET IN THE TOP OF A
 LE0249'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0228 ***********************************************************************
 LE0228  DESIGNATION -  93 68
 LE0228  PID         -  LE0228
 LE0228  STATE/COUNTY-  IA/WAYNE
 LE0228  USGS QUAD   -  ALLERTON (1964)
 LE0228
 LE0228                         *CURRENT SURVEY CONTROL
 LE0228  ___________________________________________________________________
 LE0228* NAD 83(1986)-  40 41 36.     (N)    093 16 10.     (W)     SCALED    
 LE0228* NAVD 88     -       333.559  (meters)    1094.35   (feet)  ADJUSTED  
 LE0228  ___________________________________________________________________
 LE0228  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 LE0228  DYNAMIC HT  -         333.394 (meters)    1093.81  (feet)  COMP
 LE0228  MODELED GRAV-     980,121.2   (mgal)                       NAVD 88
 LE0228
 LE0228  VERT ORDER  -  SECOND    CLASS 0
 LE0228
 LE0228.The horizontal coordinates were scaled from a topographic map and have
 LE0228.an estimated accuracy of +/- 6 seconds.
 LE0228
 LE0228.The orthometric height was determined by differential leveling
 LE0228.and adjusted by the National Geodetic Survey in June 1991..
 LE0228
 LE0228.The geoid height was determined by GEOID03.
 LE0228
 LE0228.The dynamic height is computed by dividing the NAVD 88
 LE0228.geopotential number by the normal gravity value computed on the
 LE0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0228.degrees latitude (g = 980.6199 gals.).
 LE0228
 LE0228.The modeled gravity was interpolated from observed gravity values.
 LE0228
 LE0228;                    North         East    Units  Estimated Accuracy
 LE0228;SPC IA S     -    77,020.      519,490.      MT  (+/- 180 meters Scaled)
 LE0228
 LE0228                          SUPERSEDED SURVEY CONTROL
 LE0228
 LE0228  NGVD 29 (??/??/92)  333.480  (m)         1094.09   (f) ADJ UNCH    2 0
 LE0228
 LE0228.Superseded values are not recommended for survey control.
 LE0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0228.See file dsdata.txt to determine how the superseded data were derived.
 LE0228
 LE0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF772047(NAD 83)
 LE0228_MARKER: DB = BENCH MARK DISK
 LE0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0228_STAMPING: 93-68
 LE0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0228+STABILITY: SURFACE MOTION
 LE0228
 LE0228  HISTORY     - Date     Condition        Report By
 LE0228  HISTORY     - UNK      MONUMENTED       CGS
 LE0228  HISTORY     - 1953     GOOD             NGS
 LE0228  HISTORY     - 1963     MARK NOT FOUND   USGS
 LE0228  HISTORY     - 20050813 MARK NOT FOUND   GEOCAC
 LE0228
 LE0228                          STATION DESCRIPTION
 LE0228
 LE0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LE0228'AT HARVARD.
 LE0228'AT HARVARD, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 LE0228'ABOUT 11 POLES EAST OF MILEPOST 360, 40 FEET NORTH OF OVERHEAD
 LE0228'CROSSING 3597, AT A COUNTY-ROAD CROSSING, 96 FEET NORTH OF THE
 LE0228'CENTERLINE OF THE TRACK, 36 FEET WEST OF THE CENTERLINE OF THE
 LE0228'ROAD, 3 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 17 FEET
 LE0228'HIGHER THAN THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED
 LE0228'93-68 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 LE0228'GROUND.
 LE0228
 LE0228                          STATION RECOVERY (1963)
 LE0228
 LE0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LE0228'MARK NOT FOUND.
 LE0228
 LE0228                          STATION RECOVERY (2005)
 LE0228
 LE0228'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 LE0228'THE ROCK ISLAND TRACK HAS BEEN DISMANTLED.  THE COUNTY ROAD OVERPASS
 LE0228'WAS REBUILT AND IS STILL IN USE. A SEARCH OF THE DESCRIBED LOCATION
 LE0228'AND PROBING TO 4 INCHES REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0230 ***********************************************************************
 LE0230  DESIGNATION -  93 72
 LE0230  PID         -  LE0230
 LE0230  STATE/COUNTY-  IA/WAYNE
 LE0230  USGS QUAD   -  SEYMOUR WEST (1979)
 LE0230
 LE0230                         *CURRENT SURVEY CONTROL
 LE0230  ___________________________________________________________________
 LE0230* NAD 83(1986)-  40 40 50.     (N)    093 12 35.     (W)     SCALED    
 LE0230* NAVD 88     -       330.872  (meters)    1085.54   (feet)  ADJUSTED  
 LE0230  ___________________________________________________________________
 LE0230  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 LE0230  DYNAMIC HT  -         330.709 (meters)    1085.00  (feet)  COMP
 LE0230  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 LE0230
 LE0230  VERT ORDER  -  SECOND    CLASS 0
 LE0230
 LE0230.The horizontal coordinates were scaled from a topographic map and have
 LE0230.an estimated accuracy of +/- 6 seconds.
 LE0230
 LE0230.The orthometric height was determined by differential leveling
 LE0230.and adjusted by the National Geodetic Survey in June 1991..
 LE0230
 LE0230.The geoid height was determined by GEOID03.
 LE0230
 LE0230.The dynamic height is computed by dividing the NAVD 88
 LE0230.geopotential number by the normal gravity value computed on the
 LE0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0230.degrees latitude (g = 980.6199 gals.).
 LE0230
 LE0230.The modeled gravity was interpolated from observed gravity values.
 LE0230
 LE0230;                    North         East    Units  Estimated Accuracy
 LE0230;SPC IA S     -    75,620.      524,540.      MT  (+/- 180 meters Scaled)
 LE0230
 LE0230                          SUPERSEDED SURVEY CONTROL
 LE0230
 LE0230  NGVD 29 (??/??/92)  330.803  (m)         1085.31   (f) ADJ UNCH    2 0
 LE0230
 LE0230.Superseded values are not recommended for survey control.
 LE0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0230.See file dsdata.txt to determine how the superseded data were derived.
 LE0230
 LE0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF822033(NAD 83)
 LE0230_MARKER: DB = BENCH MARK DISK
 LE0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0230_STAMPING: 93-72
 LE0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0230+STABILITY: SURFACE MOTION
 LE0230
 LE0230  HISTORY     - Date     Condition        Report By
 LE0230  HISTORY     - UNK      MONUMENTED       CGS
 LE0230  HISTORY     - 1953     GOOD             NGS
 LE0230  HISTORY     - 20050813 MARK NOT FOUND   GEOCAC
 LE0230
 LE0230                          STATION DESCRIPTION
 LE0230
 LE0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LE0230'3.5 MI E FROM HARVARD.
 LE0230'3.5 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0230'RAILROAD FROM THE STATION AT HARVARD, 0.1 MILE EAST OF THE
 LE0230'NORTHWEST CORNER OF SEC. 19, T. 68 N., R. 20 W., ABOUT 18 POLES
 LE0230'NORTHWEST OF MILEPOST 356, 800 FEET SOUTHWEST OF THE TRACK, 250
 LE0230'FEET WEST OF A NORTH-AND-SOUTH FENCE, 24 FEET SOUTH OF THE
 LE0230'CENTERLINE OF A COUNTY ROAD, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 LE0230'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 93-72 AND SET IN
 LE0230'THE TOP OF A CONCRETE POST.
 LE0230
 LE0230                          STATION RECOVERY (2005)
 LE0230
 LE0230'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 LE0230'THE ROCK ISLAND TRACK HAS BEEN DISMANTLED.  THE REFERENCED
 LE0230'NORTH-AND-SOUTH FENCE HAS BEEN REMOVED.  REGRADING AND WIDENING COUNTY
 LE0230'ROAD J 46 LIKELY DISTURBED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2145 ***********************************************************************
 AE2145  CBN         -  This is a Cooperative Base Network Control Station.
 AE2145  DESIGNATION -  95 03
 AE2145  PID         -  AE2145
 AE2145  STATE/COUNTY-  IA/CEDAR
 AE2145  USGS QUAD   -  LOWDEN (1991)
 AE2145
 AE2145                         *CURRENT SURVEY CONTROL
 AE2145  ___________________________________________________________________
 AE2145* NAD 83(1996)-  41 51 07.34239(N)    090 59 54.93802(W)     ADJUSTED  
 AE2145* NAVD 88     -       252.5    (meters)     828.     (feet)  GPS OBS   
 AE2145  ___________________________________________________________________
 AE2145  X           -     -82,924.304 (meters)                     COMP
 AE2145  Y           -  -4,757,421.000 (meters)                     COMP
 AE2145  Z           -   4,233,523.363 (meters)                     COMP
 AE2145  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AE2145  ELLIP HEIGHT-         219.92  (meters)          (06/15/04) GPS OBS
 AE2145  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 AE2145
 AE2145  HORZ ORDER  -  B
 AE2145  ELLP ORDER  -  FOURTH    CLASS I
 AE2145
 AE2145.The horizontal coordinates were established by GPS observations
 AE2145.and adjusted by the National Geodetic Survey in August 1997..
 AE2145
 AE2145.The orthometric height was determined by GPS observations and a
 AE2145.high-resolution geoid model.
 AE2145
 AE2145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2145
 AE2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2145
 AE2145.The ellipsoidal height was determined by GPS observations
 AE2145.and is referenced to NAD 83.
 AE2145
 AE2145.The geoid height was determined by GEOID03.
 AE2145
 AE2145;                    North         East     Units Scale Factor Converg.
 AE2145;SPC IA S     -   208,660.845   707,696.856   MT  1.00001292   +1 38 51.6
 AE2145;UTM  15      - 4,635,285.024   666,138.883   MT  0.99993966   +1 20 08.4
 AE2145
 AE2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2145!SPC IA S     -   0.99996551  x   1.00001292  =   0.99997843
 AE2145!UTM  15      -   0.99996551  x   0.99993966  =   0.99990517
 AE2145
 AE2145                          SUPERSEDED SURVEY CONTROL
 AE2145
 AE2145  ELLIP H (08/25/97)  219.96   (m)                       GP(       ) 4 1
 AE2145
 AE2145.Superseded values are not recommended for survey control.
 AE2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2145.See file dsdata.txt to determine how the superseded data were derived.
 AE2145
 AE2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG6613935285(NAD 83)
 AE2145_MARKER: A = ALUMINUM MARKER
 AE2145_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AE2145_STAMPING: CEDAR COUNTY GPS CONTROL POINT 95-03
 AE2145_MARK LOGO: IA-031
 AE2145_PROJECTION: FLUSH
 AE2145_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE2145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2145+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2145_ROD/PIPE-DEPTH: 10   meters
 AE2145_SLEEVE-DEPTH  : 3 meters
 AE2145
 AE2145  HISTORY     - Date     Condition        Report By
 AE2145  HISTORY     - 1995     MONUMENTED       IA-031
 AE2145  HISTORY     - 20000404 GOOD             AERSVC
 AE2145
 AE2145                          STATION DESCRIPTION
 AE2145
 AE2145'DESCRIBED BY CEDAR COUNTY IOWA 1995
 AE2145'DESCRIBED BY SRM OF THE IOWA DEPARTMENT OF TRANSPORTATION  THIS
 AE2145'STATION IS LOCATED APPROX.  4 MI (6.4 KM) WEST OF THE TOWN OF LOWDEN,
 AE2145'3 1/2 MI SOUTHEAST OF THE TOWN OF CLARENCE, IN THE NORTH HALF OF THE
 AE2145'SOUTHEAST 1/4 OF SECTION 6, T 81 N, R 1 W.  TO REACH THE STATION FROM
 AE2145'THE INTERSECTION OF U.S.  HIGHWAY 30 AND COUNTY ROAD Y14 ON THE SOUTH
 AE2145'SIDE OF LOWDEN, TAKE COUNTY ROAD Y14 SOUTH FOR APPROX. 1.6 KM (1.00
 AE2145'MI) TO AN INTERSECTION.  TURN WEST AND CONTINUE ON COUNTY ROAD Y14 FOR
 AE2145'3.3 KM (2.05 MI) TO WHERE THE COUNTY ROAD TURNS SOUTH.  CONTINUE ON
 AE2145'COUNTY ROAD F18 WEST ON PAST THE INTERSECTION FOR 2.5 KM (1.55 MI) TO
 AE2145'A T-INTERSECTION.  TURN NORTH AT THE T-INTERSECTION ONTO TAYLOR AVE.
 AE2145'FOR 0.4 KM (0.25 MI) TO A ROAD (165TH) .  TURN WEST ON 165TH FOR 0.25
 AE2145'KM (0.15 MI) TO THE STATION ON THE LEFT (SOUTH SIDE OF ROAD) .  THE
 AE2145'STATION MONUMENT IS A BERNSTEN DRIVEN ALUMINUM ROD WITH A STAMPED CAP,
 AE2145'ENCASED IN A PVC PIPE THAT WAS BACKFILLED WITH SAND AND FITTED WITH A
 AE2145'COVER.  IT IS LOCATED AT A SLOPE DISTANCE OF 834 FT (254.2 M) WEST OF
 AE2145'THE CENTER OF TAYLOR AVE., 37.9 FT (11.6 M) SOUTH OF THE CENTER OF
 AE2145'165TH, AND 2 FT (0.6 M) NORTH OF A WIRE FENCE.  A FIBERGLAS WITNESS
 AE2145'POST IS SET 1 FT (0.3 M) SOUTH OF THE MONUMENT.  A PINK STATE HARN
 AE2145'SURVEY SIGN WAS SET 0.5 M (1.6 FT) SOUTH OF THE MONUMENT.
 AE2145
 AE2145                          STATION RECOVERY (2000)
 AE2145
 AE2145'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 AE2145'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0389 ***********************************************************************
 NK0389  DESIGNATION -  952
 NK0389  PID         -  NK0389
 NK0389  STATE/COUNTY-  IA/STORY
 NK0389  USGS QUAD   -  AMES WEST (1975)
 NK0389
 NK0389                         *CURRENT SURVEY CONTROL
 NK0389  ___________________________________________________________________
 NK0389* NAD 83(1986)-  42 01 34.     (N)    093 38 49.     (W)     SCALED    
 NK0389* NAVD 88     -       289.756  (meters)     950.64   (feet)  ADJUSTED  
 NK0389  ___________________________________________________________________
 NK0389  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 NK0389  DYNAMIC HT  -         289.659 (meters)     950.32  (feet)  COMP
 NK0389  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 NK0389
 NK0389  VERT ORDER  -  FIRST     CLASS II
 NK0389
 NK0389.The horizontal coordinates were scaled from a topographic map and have
 NK0389.an estimated accuracy of +/- 6 seconds.
 NK0389
 NK0389.The orthometric height was determined by differential leveling
 NK0389.and adjusted by the National Geodetic Survey in June 1991..
 NK0389
 NK0389.The geoid height was determined by GEOID03.
 NK0389
 NK0389.The dynamic height is computed by dividing the NAVD 88
 NK0389.geopotential number by the normal gravity value computed on the
 NK0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0389.degrees latitude (g = 980.6199 gals.).
 NK0389
 NK0389.The modeled gravity was interpolated from observed gravity values.
 NK0389
 NK0389;                    North         East    Units  Estimated Accuracy
 NK0389;SPC IA N     - 1,058,450.    1,487,830.      MT  (+/- 180 meters Scaled)
 NK0389
 NK0389                          SUPERSEDED SURVEY CONTROL
 NK0389
 NK0389  NGVD 29 (??/??/92)  289.718  (m)          950.52   (f) ADJ UNCH    1 2
 NK0389
 NK0389.Superseded values are not recommended for survey control.
 NK0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0389.See file dsdata.txt to determine how the superseded data were derived.
 NK0389
 NK0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG464528(NAD 83)
 NK0389_MARKER: P = PIPE CAP
 NK0389_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NK0389_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NK0389_STAMPING: 952
 NK0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0389+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 NK0389
 NK0389  HISTORY     - Date     Condition        Report By
 NK0389  HISTORY     - UNK      MONUMENTED       USGS
 NK0389  HISTORY     - 1934     GOOD             NGS
 NK0389  HISTORY     - 20020802 GOOD             INDIV
 NK0389
 NK0389                          STATION DESCRIPTION
 NK0389
 NK0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0389'AT AMES.
 NK0389'AT AMES, AT IOWA STATE COLLEGE, 87 YARDS SOUTHEAST OF THE
 NK0389'SOUTHEAST CORNER OF THE STEPS TO THE EAST ENTRANCE TO CENTRAL
 NK0389'BUILDING, 159.2 FEET SOUTH OF THE CENTERLINE OF THE SIDEWALK
 NK0389'BETWEEN CENTRAL BUILDING AND AGRICULTURAL HALL, AND 71.3 FEET
 NK0389'SOUTHWEST OF THE DR. WM. M. BEARDSHEAR MONUMENT.  A UNITED STATES
 NK0389'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 952 AND RIVETED ON THE
 NK0389'TOP OF A 3-1/2-INCH IRON PIPE LEVEL WITH THE GROUND.
 NK0389
 NK0389                          STATION RECOVERY (2002)
 NK0389
 NK0389'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JTR)
 NK0389'GPS REPORTED COORDINATES (WGS84) AND ELEVATION -
 NK0389'N 42 01.543'
 NK0389'W093 38.830'
 NK0389'ELEVATION 952'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0504 ***********************************************************************
 NJ0504  DESIGNATION -  952
 NJ0504  PID         -  NJ0504
 NJ0504  STATE/COUNTY-  IA/DUBUQUE
 NJ0504  USGS QUAD   -  DYERSVILLE EAST (1965)
 NJ0504
 NJ0504                         *CURRENT SURVEY CONTROL
 NJ0504  ___________________________________________________________________
 NJ0504* NAD 83(1986)-  42 29 10.     (N)    091 07 18.     (W)     SCALED    
 NJ0504* NAVD 88     -       287.300  (meters)     942.58   (feet)  ADJUSTED  
 NJ0504  ___________________________________________________________________
 NJ0504  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NJ0504  DYNAMIC HT  -         287.208 (meters)     942.28  (feet)  COMP
 NJ0504  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 NJ0504
 NJ0504  VERT ORDER  -  SECOND    CLASS 0
 NJ0504
 NJ0504.The horizontal coordinates were scaled from a topographic map and have
 NJ0504.an estimated accuracy of +/- 6 seconds.
 NJ0504
 NJ0504.The orthometric height was determined by differential leveling
 NJ0504.and adjusted by the National Geodetic Survey in June 1991..
 NJ0504
 NJ0504.The geoid height was determined by GEOID03.
 NJ0504
 NJ0504.The dynamic height is computed by dividing the NAVD 88
 NJ0504.geopotential number by the normal gravity value computed on the
 NJ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0504.degrees latitude (g = 980.6199 gals.).
 NJ0504
 NJ0504.The modeled gravity was interpolated from observed gravity values.
 NJ0504
 NJ0504;                    North         East    Units  Estimated Accuracy
 NJ0504;SPC IA N     - 1,112,280.    1,695,500.      MT  (+/- 180 meters Scaled)
 NJ0504
 NJ0504                          SUPERSEDED SURVEY CONTROL
 NJ0504
 NJ0504  NGVD 29 (??/??/92)  287.326  (m)          942.67   (f) ADJ UNCH    2 0
 NJ0504
 NJ0504.Superseded values are not recommended for survey control.
 NJ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0504.See file dsdata.txt to determine how the superseded data were derived.
 NJ0504
 NJ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH543054(NAD 83)
 NJ0504_MARKER: P = PIPE CAP
 NJ0504_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0504_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0504_STAMPING: 952 1934
 NJ0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0504
 NJ0504  HISTORY     - Date     Condition        Report By
 NJ0504  HISTORY     - 1934     MONUMENTED       USGS
 NJ0504  HISTORY     - 1934     GOOD             NGS
 NJ0504  HISTORY     - 20060415 MARK NOT FOUND   GEOCAC
 NJ0504
 NJ0504                          STATION DESCRIPTION
 NJ0504
 NJ0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0504'AT DYERSVILLE.
 NJ0504'AT DYERSVILLE, DUBUQUE COUNTY, ON THE CHICAGO GREAT WESTERN
 NJ0504'RAILROAD, 16 POLES WEST OF MILEPOST 202, AT THE BULK PLANT OF
 NJ0504'AN OIL COMPANY, 135 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 NJ0504'5 FEET EAST OF A POINT ABOUT 100 FEET NORTH OF THE NORTHEAST
 NJ0504'CORNER OF THE ILLINOIS CENTRAL RAILROAD STATION, 12 FEET EAST
 NJ0504'OF THE CENTERLINE OF A NORTH TRACK, AND INSIDE OF A FENCE
 NJ0504'SURROUNDING A BUILDING.  A UNITED STATES GEOLOGICAL SURVEY
 NJ0504'STANDARD CAP, STAMPED 952 1934 AND RIVETED ON THE TOP OF A
 NJ0504'3-1/2 INCH IRON PIPE.
 NJ0504
 NJ0504                          STATION RECOVERY (2006)
 NJ0504
 NJ0504'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0504'AREA NEAR DESCRIBED LOCATION HAS BEEN REGRADED AND NEW BUILDINGS
 NJ0504'BUILT.  CGW TRACKS HAVE BEEN REMOVED.  ICG STATION HAS BEEN
 NJ0504'DISMANTLED.  NO SIGN OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0407 ***********************************************************************
 MH0407  DESIGNATION -  958
 MH0407  PID         -  MH0407
 MH0407  STATE/COUNTY-  IA/STORY
 MH0407  USGS QUAD   -  HUXLEY (1975)
 MH0407
 MH0407                         *CURRENT SURVEY CONTROL
 MH0407  ___________________________________________________________________
 MH0407* NAD 83(1986)-  41 58 46.     (N)    093 30 43.     (W)     SCALED    
 MH0407* NAVD 88     -       291.861  (meters)     957.55   (feet)  ADJUSTED  
 MH0407  ___________________________________________________________________
 MH0407  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 MH0407  DYNAMIC HT  -         291.748 (meters)     957.18  (feet)  COMP
 MH0407  MODELED GRAV-     980,227.0   (mgal)                       NAVD 88
 MH0407
 MH0407  VERT ORDER  -  SECOND    CLASS 0
 MH0407
 MH0407.The horizontal coordinates were scaled from a topographic map and have
 MH0407.an estimated accuracy of +/- 6 seconds.
 MH0407
 MH0407.The orthometric height was determined by differential leveling
 MH0407.and adjusted by the National Geodetic Survey in June 1991..
 MH0407
 MH0407.The geoid height was determined by GEOID03.
 MH0407
 MH0407.The dynamic height is computed by dividing the NAVD 88
 MH0407.geopotential number by the normal gravity value computed on the
 MH0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0407.degrees latitude (g = 980.6199 gals.).
 MH0407
 MH0407.The modeled gravity was interpolated from observed gravity values.
 MH0407
 MH0407;                    North         East    Units  Estimated Accuracy
 MH0407;SPC IA N     - 1,053,260.    1,499,010.      MT  (+/- 180 meters Scaled)
 MH0407
 MH0407                          SUPERSEDED SURVEY CONTROL
 MH0407
 MH0407  NGVD 29 (??/??/92)  291.837  (m)          957.47   (f) ADJ UNCH    2 0
 MH0407
 MH0407.Superseded values are not recommended for survey control.
 MH0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0407.See file dsdata.txt to determine how the superseded data were derived.
 MH0407
 MH0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG575476(NAD 83)
 MH0407_MARKER: P = PIPE CAP
 MH0407_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MH0407_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MH0407_STAMPING: 958
 MH0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0407
 MH0407  HISTORY     - Date     Condition        Report By
 MH0407  HISTORY     - UNK      MONUMENTED       USGS
 MH0407  HISTORY     - 1934     GOOD             NGS
 MH0407
 MH0407                          STATION DESCRIPTION
 MH0407
 MH0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0407'3.9 MI SW FROM NEVADA.
 MH0407'3.9 MILES SOUTHWEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 MH0407'RAILWAY FROM NEVADA, STORY COUNTY, AT SHIPLEY 140 YARDS SOUTHWEST
 MH0407'OF THE HIGH SCHOOL, AT THE NORTH QUARTER CORNER OF SECTION 27
 MH0407'T 83 N R 23 W., AT A ROAD INTERSECTION, 28 FEET WEST OF THE
 MH0407'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 27 FEET SOUTH OF THE
 MH0407'CENTERLINE OF THE EAST-AND-WEST ROAD, AND 9.2 FEET NORTHEAST
 MH0407'OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MH0407'CAP, STAMPED 958 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8322 ***********************************************************************
 AJ8322  SACS        -  This is a Secondary Airport Control Station.
 AJ8322  DESIGNATION -  963073 3 7089
 AJ8322  PID         -  AJ8322
 AJ8322  STATE/COUNTY-  IA/CLAY
 AJ8322  USGS QUAD   -  SPENCER (1982)
 AJ8322
 AJ8322                         *CURRENT SURVEY CONTROL
 AJ8322  ___________________________________________________________________
 AJ8322* NAD 83(1996)-  43 09 24.21936(N)    095 12 09.72622(W)     ADJUSTED  
 AJ8322* NAVD 88     -       407.07   (meters)    1335.5    (feet)  GPS OBS   
 AJ8322  ___________________________________________________________________
 AJ8322  X           -    -422,597.255 (meters)                     COMP
 AJ8322  Y           -  -4,641,137.424 (meters)                     COMP
 AJ8322  Z           -   4,340,478.442 (meters)                     COMP
 AJ8322  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 AJ8322  ELLIP HEIGHT-         378.58  (meters)          (06/15/04) GPS OBS
 AJ8322  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 AJ8322
 AJ8322  HORZ ORDER  -  FIRST
 AJ8322  ELLP ORDER  -  FOURTH    CLASS I
 AJ8322
 AJ8322.This mark is at Spencer Municipal Airport (SPW)
 AJ8322
 AJ8322.The horizontal coordinates were established by GPS observations
 AJ8322.and adjusted by the National Geodetic Survey in November 2002..
 AJ8322
 AJ8322.The orthometric height was determined by GPS observations and a
 AJ8322.high-resolution geoid model.
 AJ8322
 AJ8322.GPS derived orthometric heights for airport stations designated as
 AJ8322.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8322.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8322.not indicate centimeter accuracy relative to other marks which are
 AJ8322.part of the NAVD 88 network.
 AJ8322
 AJ8322.Photographs are available for this station.
 AJ8322
 AJ8322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8322
 AJ8322.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8322
 AJ8322.The ellipsoidal height was determined by GPS observations
 AJ8322.and is referenced to NAD 83.
 AJ8322
 AJ8322.The geoid height was determined by GEOID03.
 AJ8322
 AJ8322;                    North         East     Units Scale Factor Converg.
 AJ8322;SPC IA N     - 1,185,422.825 1,361,525.346   MT  0.99998176   -1 09 14.4
 AJ8322;UTM  15      - 4,780,574.559   320,915.502   MT  0.99999454   -1 30 25.3
 AJ8322
 AJ8322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8322!SPC IA N     -   0.99994063  x   0.99998176  =   0.99992240
 AJ8322!UTM  15      -   0.99994063  x   0.99999454  =   0.99993517
 AJ8322
 AJ8322                          SUPERSEDED SURVEY CONTROL
 AJ8322
 AJ8322  ELLIP H (11/27/02)  378.59   (m)                       GP(       ) 4 1
 AJ8322  NAD 83(1996)-  43 09 24.21912(N)    095 12 09.72634(W) AD(       ) 1
 AJ8322  ELLIP H (03/18/02)  378.59   (m)                       GP(       ) 4 1
 AJ8322
 AJ8322.Superseded values are not recommended for survey control.
 AJ8322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8322.See file dsdata.txt to determine how the superseded data were derived.
 AJ8322
 AJ8322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2091680575(NAD 83)
 AJ8322_MARKER: DD = SURVEY DISK
 AJ8322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8322_STAMPING: 963073 7089 1997
 AJ8322_MARK LOGO: LOCSUR
 AJ8322_PROJECTION: RECESSED 2 CENTIMETERS
 AJ8322_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8322+STABILITY: SURFACE MOTION
 AJ8322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8322+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2000
 AJ8322
 AJ8322  HISTORY     - Date     Condition        Report By
 AJ8322  HISTORY     - 20001218 MONUMENTED       LOCSUR
 AJ8322
 AJ8322                          STATION DESCRIPTION
 AJ8322
 AJ8322'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (BJM)
 AJ8322'THE STATION IS LOCATED APPROXIMATELY 6 MI EAST OF EVERLY, 3 MI WEST
 AJ8322'OF SPENCER, AND IS AT THE SPENCER MUNICIPAL AIRPORT, OWNERSHIP--
 AJ8322'SPENCER MUNICIPAL AIRPORT, AIRPORT MANAGER GIAL BRANDT, PHONE
 AJ8322'NUMBER (712) 264-3107. PLEASE CONTACT THE AIRPORT MANAGER AT LEAST
 AJ8322'SEVEN DAYS IN ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
 AJ8322' 
 AJ8322'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 71 AND US
 AJ8322'ROUTE 18 WEST NORTH OF SPENCER, PROCEED WEST 2.2 MI ALONG US
 AJ8322'ROUTE 18 WEST TO THE JUNCTION OF STATE ROUTE M44 ON THE LEFT.
 AJ8322'TURN LEFT AND PROCEED SOUTH 2.1 MI ALONG STATE ROUTE M44 TO THE
 AJ8322'JUNCTION OF 340TH STREET (ALSO WEST 18TH STREET). TURN RIGHT AND
 AJ8322'PROCEED WEST 0.6 MI ALONG 340TH STREET TO THE STATION ON THE
 AJ8322'RIGHT IN THE AIRFIELD RESTRICTED AREA, JUST PAST AN ACCESS GATE.
 AJ8322' 
 AJ8322'THE STATION IS LOCATED 48.98 M ON AN AZIMUTH OF 275 DEGREES FROM
 AJ8322'THE CENTERLINE OF A GATE IN THE AIRPORT PERIMETER FENCE, 17.92 M
 AJ8322'NORTH OF THE CENTERLINE OF 340TH STREET, 5.06 M ON AN AZIMUTH OF
 AJ8322'325 DEGREES FROM A TELEPHONE PEDESTAL, AND 1.10 M NORTH OF THE
 AJ8322'FENCE AND A CLAY COUNTY ENGINEER'S OFFICE WITNESS POST. THE
 AJ8322'STATION IS A CLAY COUNTY SURVEY DISK SET IN THE TOP OF A 0.28 M
 AJ8322'DIAMETER ROUND CONCRETE MONUMENT 1.5 M IN DEPTH RECESSED 2 CM
 AJ8322'BENEATH THE GROUND. THIS STATION IS DESIGNATED AS A SECONDARY
 AJ8322'AIRPORT CONTROL STATION.
 AJ8322' 
 AJ8322' 
 AJ8322'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0402 ***********************************************************************
 NK0402  DESIGNATION -  967
 NK0402  PID         -  NK0402
 NK0402  STATE/COUNTY-  IA/STORY
 NK0402  USGS QUAD   -  AMES EAST (1975)
 NK0402
 NK0402                         *CURRENT SURVEY CONTROL
 NK0402  ___________________________________________________________________
 NK0402* NAD 83(1986)-  42 01 24.     (N)    093 31 17.     (W)     SCALED    
 NK0402* NAVD 88     -       294.577  (meters)     966.46   (feet)  ADJUSTED  
 NK0402  ___________________________________________________________________
 NK0402  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 NK0402  DYNAMIC HT  -         294.469 (meters)     966.10  (feet)  COMP
 NK0402  MODELED GRAV-     980,248.3   (mgal)                       NAVD 88
 NK0402
 NK0402  VERT ORDER  -  SECOND    CLASS 0
 NK0402
 NK0402.The horizontal coordinates were scaled from a topographic map and have
 NK0402.an estimated accuracy of +/- 6 seconds.
 NK0402
 NK0402.The orthometric height was determined by differential leveling
 NK0402.and adjusted by the National Geodetic Survey in June 1991..
 NK0402
 NK0402.The geoid height was determined by GEOID03.
 NK0402
 NK0402.The dynamic height is computed by dividing the NAVD 88
 NK0402.geopotential number by the normal gravity value computed on the
 NK0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0402.degrees latitude (g = 980.6199 gals.).
 NK0402
 NK0402.The modeled gravity was interpolated from observed gravity values.
 NK0402
 NK0402;                    North         East    Units  Estimated Accuracy
 NK0402;SPC IA N     - 1,058,130.    1,498,230.      MT  (+/- 180 meters Scaled)
 NK0402
 NK0402                          SUPERSEDED SURVEY CONTROL
 NK0402
 NK0402  NGVD 29 (??/??/92)  294.527  (m)          966.29   (f) ADJ UNCH    2 0
 NK0402
 NK0402.Superseded values are not recommended for survey control.
 NK0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0402.See file dsdata.txt to determine how the superseded data were derived.
 NK0402
 NK0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG568524(NAD 83)
 NK0402_MARKER: P = PIPE CAP
 NK0402_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NK0402_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NK0402_STAMPING: 967
 NK0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0402
 NK0402  HISTORY     - Date     Condition        Report By
 NK0402  HISTORY     - UNK      MONUMENTED       USGS
 NK0402  HISTORY     - 1934     GOOD             NGS
 NK0402
 NK0402                          STATION DESCRIPTION
 NK0402
 NK0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0402'3.5 MI W FROM NEVADA.
 NK0402'3.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0402'THE STATION AT NEVADA, 39.7 FEET NORTH OF THE CENTERLINE OF U.S.
 NK0402'HIGHWAY 30, 28.1 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD,
 NK0402'12 FEET SOUTH OF A CORNER POST IN THE SOUTHEAST CORNER OF A
 NK0402'CULTIVATED FIELD, AND 7.5 FEET SOUTH OF AN 8-INCH GAS PIPE
 NK0402'LINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 NK0402'967 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 NK0402'1.8 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0393 ***********************************************************************
 NM0393  DESIGNATION -  97 115
 NM0393  PID         -  NM0393
 NM0393  STATE/COUNTY-  IA/WOODBURY
 NM0393  USGS QUAD   -  HORNICK (1969)
 NM0393
 NM0393                         *CURRENT SURVEY CONTROL
 NM0393  ___________________________________________________________________
 NM0393* NAD 83(1986)-  42 13 38.     (N)    096 06 54.     (W)     SCALED    
 NM0393* NAVD 88     -       326.034  (meters)    1069.66   (feet)  ADJUSTED  
 NM0393  ___________________________________________________________________
 NM0393  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 NM0393  DYNAMIC HT  -         325.925 (meters)    1069.31  (feet)  COMP
 NM0393  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 NM0393
 NM0393  VERT ORDER  -  SECOND    CLASS 0
 NM0393
 NM0393.The horizontal coordinates were scaled from a topographic map and have
 NM0393.an estimated accuracy of +/- 6 seconds.
 NM0393
 NM0393.The orthometric height was determined by differential leveling
 NM0393.and adjusted by the National Geodetic Survey in June 1991..
 NM0393
 NM0393.The geoid height was determined by GEOID03.
 NM0393
 NM0393.The dynamic height is computed by dividing the NAVD 88
 NM0393.geopotential number by the normal gravity value computed on the
 NM0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0393.degrees latitude (g = 980.6199 gals.).
 NM0393
 NM0393.The modeled gravity was interpolated from observed gravity values.
 NM0393
 NM0393;                    North         East    Units  Estimated Accuracy
 NM0393;SPC IA N     - 1,084,120.    1,284,160.      MT  (+/- 180 meters Scaled)
 NM0393
 NM0393                          SUPERSEDED SURVEY CONTROL
 NM0393
 NM0393  NGVD 29 (??/??/92)  325.884  (m)         1069.17   (f) ADJ UNCH    2 0
 NM0393
 NM0393.Superseded values are not recommended for survey control.
 NM0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0393.See file dsdata.txt to determine how the superseded data were derived.
 NM0393
 NM0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM380790(NAD 83)
 NM0393_MARKER: DB = BENCH MARK DISK
 NM0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0393_STAMPING: 115 97
 NM0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0393+STABILITY: SURFACE MOTION
 NM0393
 NM0393  HISTORY     - Date     Condition        Report By
 NM0393  HISTORY     - UNK      MONUMENTED       IAGS
 NM0393  HISTORY     - 1949     GOOD             NGS
 NM0393
 NM0393                          STATION DESCRIPTION
 NM0393
 NM0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0393'1 MI SW FROM HORNICK.
 NM0393'0.1 MILE SOUTH ALONG STATE HIGHWAY 140 FROM THE CHICAGO, MILWAUKEE,
 NM0393'ST. PAUL AND PACIFIC RAILROAD STATION AT HORNICK, THENCE 0.9
 NM0393'MILE WEST ALONG STATE HIGHWAY 140, 31 FEET SOUTH OF THE CENTER
 NM0393'LINE OF THE ROAD, 58.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NM0393'OF A BRIDGE OVER WHISKEY CREEK, 2.0 FEET NORTHWEST OF A TELEPHONE
 NM0393'POLE, 2.0 FEET NORTH OF A FENCE, 1.4 FEET EAST OF A FENCE,
 NM0393'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 NM0393'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0117 ***********************************************************************
 NM0117  DESIGNATION -  97 122
 NM0117  PID         -  NM0117
 NM0117  STATE/COUNTY-  IA/WOODBURY
 NM0117  USGS QUAD   -  SLOAN (1969)
 NM0117
 NM0117                         *CURRENT SURVEY CONTROL
 NM0117  ___________________________________________________________________
 NM0117* NAD 83(1986)-  42 13 41.     (N)    096 13 20.     (W)     SCALED    
 NM0117* NAVD 88     -       326.606  (meters)    1071.54   (feet)  ADJUSTED  
 NM0117  ___________________________________________________________________
 NM0117  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 NM0117  DYNAMIC HT  -         326.496 (meters)    1071.18  (feet)  COMP
 NM0117  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 NM0117
 NM0117  VERT ORDER  -  FIRST     CLASS II
 NM0117
 NM0117.The horizontal coordinates were scaled from a topographic map and have
 NM0117.an estimated accuracy of +/- 6 seconds.
 NM0117
 NM0117.The orthometric height was determined by differential leveling
 NM0117.and adjusted by the National Geodetic Survey in June 1991..
 NM0117
 NM0117.The geoid height was determined by GEOID03.
 NM0117
 NM0117.The dynamic height is computed by dividing the NAVD 88
 NM0117.geopotential number by the normal gravity value computed on the
 NM0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0117.degrees latitude (g = 980.6199 gals.).
 NM0117
 NM0117.The modeled gravity was interpolated from observed gravity values.
 NM0117
 NM0117;                    North         East    Units  Estimated Accuracy
 NM0117;SPC IA N     - 1,084,490.    1,275,310.      MT  (+/- 180 meters Scaled)
 NM0117
 NM0117                          SUPERSEDED SURVEY CONTROL
 NM0117
 NM0117  NGVD 29 (??/??/92)  326.453  (m)         1071.04   (f) ADJ UNCH    1 2
 NM0117
 NM0117.Superseded values are not recommended for survey control.
 NM0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0117.See file dsdata.txt to determine how the superseded data were derived.
 NM0117
 NM0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM292788(NAD 83)
 NM0117_MARKER: DB = BENCH MARK DISK
 NM0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0117_STAMPING: 122 97
 NM0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0117+STABILITY: SURFACE MOTION
 NM0117
 NM0117  HISTORY     - Date     Condition        Report By
 NM0117  HISTORY     - UNK      MONUMENTED       IAGS
 NM0117  HISTORY     - 1948     GOOD             NGS
 NM0117  HISTORY     - 1965     MARK NOT FOUND   NGS
 NM0117  HISTORY     - 19890831 MARK NOT FOUND   NGS
 NM0117
 NM0117                          STATION DESCRIPTION
 NM0117
 NM0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0117'0.5 MI SE FROM SLOAN.
 NM0117'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND
 NM0117'NORTH WESTERN RAILROAD STATION AT SLOAN, THENCE 0.2 MILE EAST ALONG
 NM0117'AN OILED ROAD, 50 YARDS SOUTHWEST OF A HOUSE, 98.0 FEET NORTHEAST
 NM0117'OF THE NORTHEAST CORNER OF A BARN, 67.0 FEET NORTHWEST OF THE
 NM0117'NORTHWEST CORNER OF A CHICKEN HOUSE, 32.0 FEET SOUTH OF THE
 NM0117'CENTER LINE OF THE EAST AND WEST OILED ROAD, 3.0 FEET EAST OF THE
 NM0117'EXTENDED CENTER LINE OF A GRAVEL ROAD LEADING NORTH, 1.5 FEET
 NM0117'SOUTH OF A FENCE, 1.0 FOOT WEST OF A WITNESS POST, SET IN THE TOP
 NM0117'OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 NM0117
 NM0117                          STATION RECOVERY (1965)
 NM0117
 NM0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0117'MARK NOT FOUND.
 NM0117
 NM0117                          STATION RECOVERY (1989)
 NM0117
 NM0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0394 ***********************************************************************
 NM0394  DESIGNATION -  97 463
 NM0394  PID         -  NM0394
 NM0394  STATE/COUNTY-  IA/WOODBURY
 NM0394  USGS QUAD   -  HORNICK (1969)
 NM0394
 NM0394                         *CURRENT SURVEY CONTROL
 NM0394  ___________________________________________________________________
 NM0394* NAD 83(1986)-  42 13 37.     (N)    096 05 51.     (W)     SCALED    
 NM0394* NAVD 88     -       324.088  (meters)    1063.28   (feet)  ADJUSTED  
 NM0394  ___________________________________________________________________
 NM0394  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 NM0394  DYNAMIC HT  -         323.980 (meters)    1062.92  (feet)  COMP
 NM0394  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 NM0394
 NM0394  VERT ORDER  -  SECOND    CLASS 0
 NM0394
 NM0394.The horizontal coordinates were scaled from a topographic map and have
 NM0394.an estimated accuracy of +/- 6 seconds.
 NM0394
 NM0394.The orthometric height was determined by differential leveling
 NM0394.and adjusted by the National Geodetic Survey in June 1991..
 NM0394
 NM0394.The geoid height was determined by GEOID03.
 NM0394
 NM0394.The dynamic height is computed by dividing the NAVD 88
 NM0394.geopotential number by the normal gravity value computed on the
 NM0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0394.degrees latitude (g = 980.6199 gals.).
 NM0394
 NM0394.The modeled gravity was interpolated from observed gravity values.
 NM0394
 NM0394;                    North         East    Units  Estimated Accuracy
 NM0394;SPC IA N     - 1,084,040.    1,285,600.      MT  (+/- 180 meters Scaled)
 NM0394
 NM0394                          SUPERSEDED SURVEY CONTROL
 NM0394
 NM0394  NGVD 29 (??/??/92)  323.939  (m)         1062.79   (f) ADJ UNCH    2 0
 NM0394
 NM0394.Superseded values are not recommended for survey control.
 NM0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0394.See file dsdata.txt to determine how the superseded data were derived.
 NM0394
 NM0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM395790(NAD 83)
 NM0394_MARKER: DB = BENCH MARK DISK
 NM0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0394_STAMPING: 463 97
 NM0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0394+STABILITY: SURFACE MOTION
 NM0394
 NM0394  HISTORY     - Date     Condition        Report By
 NM0394  HISTORY     - UNK      MONUMENTED       IAGS
 NM0394  HISTORY     - 1949     GOOD             NGS
 NM0394
 NM0394                          STATION DESCRIPTION
 NM0394
 NM0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0394'0.1 MI S FROM HORNICK.
 NM0394'0.1 MILE SOUTH ALONG STATE HIGHWAY 140 FROM THE CHICAGO, MILWAUKEE,
 NM0394'ST. PAUL AND PACIFIC RAILROAD STATION AT HORNICK, 54 FEET WEST
 NM0394'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 35 FEET NORTH OF THE
 NM0394'CENTER LINE OF A T ROAD LEADING WEST, 15.0 FEET EAST OF A POWER
 NM0394'TRANSMISSION LINE POLE, 1.0 FOOT NORTH OF A REFERENCE POST,
 NM0394'AND IN A FENCE LINE, SET IN THE TOP OF A CONCRETE POST WHICH
 NM0394'IS 0.2 FOOT BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0357 ***********************************************************************
 NM0357  DESIGNATION -  97 941
 NM0357  PID         -  NM0357
 NM0357  STATE/COUNTY-  IA/WOODBURY
 NM0357  USGS QUAD   -  LUTON (1964)
 NM0357
 NM0357                         *CURRENT SURVEY CONTROL
 NM0357  ___________________________________________________________________
 NM0357* NAD 83(1996)-  42 19 06.82120(N)    096 08 06.32282(W)     ADJUSTED  
 NM0357* NAVD 88     -       427.093  (meters)    1401.22   (feet)  ADJUSTED  
 NM0357  ___________________________________________________________________
 NM0357  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 NM0357  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 NM0357  DYNAMIC HT  -         426.953 (meters)    1400.76  (feet)  COMP
 NM0357  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 NM0357
 NM0357  HORZ ORDER  -  SECOND
 NM0357  VERT ORDER  -  SECOND    CLASS 0
 NM0357
 NM0357.The horizontal coordinates were established by classical geodetic methods
 NM0357.and adjusted by the National Geodetic Survey in May 1999..
 NM0357
 NM0357.The orthometric height was determined by differential leveling
 NM0357.and adjusted by the National Geodetic Survey in June 1991..
 NM0357
 NM0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0357
 NM0357.The geoid height was determined by GEOID03.
 NM0357
 NM0357.The dynamic height is computed by dividing the NAVD 88
 NM0357.geopotential number by the normal gravity value computed on the
 NM0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0357.degrees latitude (g = 980.6199 gals.).
 NM0357
 NM0357.The modeled gravity was interpolated from observed gravity values.
 NM0357
 NM0357;                    North         East     Units Scale Factor Converg.
 NM0357;SPC IA N     - 1,094,307.665 1,282,816.127   MT  0.99996383   -1 47 09.3
 NM0357;UTM  14      - 4,689,122.294   736,087.345   MT  1.00028584   +1 55 46.9
 NM0357
 NM0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0357!SPC IA N     -   0.99993720  x   0.99996383  =   0.99990103
 NM0357!UTM  14      -   0.99993720  x   1.00028584  =   1.00022302
 NM0357
 NM0357                          SUPERSEDED SURVEY CONTROL
 NM0357
 NM0357  NAD 83(1996)-  42 19 06.82147(N)    096 08 06.32277(W) AD(       ) 2
 NM0357  NAD 83(1996)-  42 19 06.82130(N)    096 08 06.32286(W) AD(       ) 2
 NM0357  NAD 83(1996)-  42 19 06.82119(N)    096 08 06.32296(W) AD(       ) 2
 NM0357  NAD 83(1986)-  42 19 06.82292(N)    096 08 06.32188(W) AD(       ) 2
 NM0357  NAD 27      -  42 19 06.85000(N)    096 08 05.24500(W) AD(       ) 2
 NM0357  NGVD 29 (??/??/92)  426.940  (m)         1400.72   (f) ADJ UNCH    2 0
 NM0357
 NM0357.Superseded values are not recommended for survey control.
 NM0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0357.See file dsdata.txt to determine how the superseded data were derived.
 NM0357
 NM0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3608789122(NAD 83)
 NM0357_MARKER: DB = BENCH MARK DISK
 NM0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0357_STAMPING: 941 97
 NM0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0357+STABILITY: SURFACE MOTION
 NM0357
 NM0357  HISTORY     - Date     Condition        Report By
 NM0357  HISTORY     - 1945     MONUMENTED       IOWAGS
 NM0357  HISTORY     - 1949     GOOD             NGS
 NM0357  HISTORY     - 1950     GOOD             CGS
 NM0357
 NM0357                          STATION DESCRIPTION
 NM0357
 NM0357'DESCRIBED BY IOWA GEODETIC SURVEY 1945 (JCP)
 NM0357'STATION IS LOCATED ABOUT 4.5 MILES N OF THE VILLAGE OF HOLLY
 NM0357'SPRINGS AND 0.6 MILE E OF STATE HIGHWAY 141.  IT IS 45 FEET
 NM0357'W OF THE SW CORNER OF A CULTIVATED FIELD AND 25 YARDS S OF
 NM0357'AN OLD WASHED OUT ROAD THAT RUNS E AND W UP THE RIDGE.  IT
 NM0357'IS ON THE SUMMIT OF A SMALL KNOLL AND 401 FEET S OF THE
 NM0357'SUMMIT OF THE HIGHEST HILL IN THE IMMEDIATE VICINITY.  THE
 NM0357'MARK IS A STANDARD PRECAST CONCRETE MARK THAT PROJECTS 10
 NM0357'INCHES AND THE DISK IS STAMPED NO 97941.  IT IS 122.290 METERS
 NM0357'(401.21 FEET) S OF STATION WASHBURN 1934.
 NM0357'
 NM0357'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND
 NM0357'75 AND STATE HIGHWAY 141 IN THE S SECTION OF THE CITY OF
 NM0357'SIOUX CITY, GO SE ON STATE HIGHWAY 141 FOR 4.75 MILES TO A
 NM0357'RAILROAD OVERPASS, CONTINUE ON FOR 5.05 MILES TO A RAILROAD
 NM0357'CROSSING, CROSS TRACKS AND GO 1.05 MILES TO THE HANSOM TRADING
 NM0357'POST ON THE RIGHT.  CONTINUE ON HIGHWAY 141 FOR 4.0 MILES
 NM0357'TO A T-ROAD LEFT, CONTINUE ON HIGHWAY 141 FOR 0.6 MILE TO A
 NM0357'FARMHOUSE ON THE LEFT, THENCE 0.1 MILE TO A GRAVELED T-ROAD
 NM0357'RIGHT, CONTINUE ON HIGHWAY 141 FOR 2.0 MILES TO AN OLD
 NM0357'FARMHOUSE ON THE LEFT AND AN OLD BARN ON THE RIGHT.  TURN LEFT
 NM0357'ON FARM DRIVEWAY AND GO E FOR 0.6 MILE TO THE SUMMIT OF THE
 NM0357'RIDGE, THENCE TURN SHARP RIGHT AND GO ABOUT 150 YARDS TO
 NM0357'THE SW CORNER OF THE CULTIVATED FIELD AND THE BENCH MARK AS
 NM0357'DESCRIBED.
 NM0357'
 NM0357'THIS IS A TRAVERSE STATION.
 NM0357
 NM0357                          STATION RECOVERY (1949)
 NM0357
 NM0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0357'9.7 MI NE FROM SALIX.
 NM0357'0.6 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND NORTH
 NM0357'WESTERN RAILWAY STATION AT SALIX, THENCE 0.5 MILE EAST ALONG A
 NM0357'GRADED DIRT ROAD, THENCE 0.3 MILES EAST ALONG A GRAVELED ROAD,
 NM0357'THENCE 4.45 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE
 NM0357'NORTHWEST ALONG STATE HIGHWAY 141, THENCE 0.6 MILE EAST ALONG
 NM0357'A PRIVATE ROAD LEADING TO THE SUMMIT OF THE RIDGE, THENCE 0.15
 NM0357'MILE SOUTHWEST TO THE NORTHWEST CORNER OF A CULTIVATED FIELD,
 NM0357'272.0 FEET SOUTH OF WASHBURN R.M. 1, 87.0 FEET WEST OF A FENCE
 NM0357'CORNER POST, 2.8 FEET SOUTHEAST OF A FENCE CORNER POST, 2.0 FEET
 NM0357'SOUTH OF AN EAST-WEST FENCE LINE, 2.4 FEET EAST OF A FENCE
 NM0357'LEADING SOUTH, 1.8 FEET NORTH OF A REFERENCE POST, AND SET IN
 NM0357'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 NM0357
 NM0357                          STATION RECOVERY (1950)
 NM0357
 NM0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM0357'THE STATION WAS RECOVERED AND THE MARK WAS FOUND TO BE IN GOOD
 NM0357'CONDITION.  THE 1945 DESCRIPTION BY J.C.P. IS ADEQUATE.
 NM0357'
 NM0357'THE DISTANCE (TRAV) AND DIRECTION FROM WASHBURN 1934 TO NO.
 NM0357'97941 WAS CHECKED AND FOUND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0387 ***********************************************************************
 MH0387  DESIGNATION -  9807
 MH0387  PID         -  MH0387
 MH0387  STATE/COUNTY-  IA/POLK
 MH0387  USGS QUAD   -  DES MOINES NE (1976)
 MH0387
 MH0387                         *CURRENT SURVEY CONTROL
 MH0387  ___________________________________________________________________
 MH0387* NAD 83(1986)-  41 44 47.     (N)    093 31 38.     (W)     SCALED    
 MH0387* NAVD 88     -       299.058  (meters)     981.16   (feet)  ADJUSTED  
 MH0387  ___________________________________________________________________
 MH0387  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 MH0387  DYNAMIC HT  -         298.932 (meters)     980.75  (feet)  COMP
 MH0387  MODELED GRAV-     980,193.4   (mgal)                       NAVD 88
 MH0387
 MH0387  VERT ORDER  -  SECOND    CLASS 0
 MH0387
 MH0387.The horizontal coordinates were scaled from a topographic map and have
 MH0387.an estimated accuracy of +/- 6 seconds.
 MH0387
 MH0387.The orthometric height was determined by differential leveling
 MH0387.and adjusted by the National Geodetic Survey in June 1991..
 MH0387
 MH0387.The geoid height was determined by GEOID03.
 MH0387
 MH0387.The dynamic height is computed by dividing the NAVD 88
 MH0387.geopotential number by the normal gravity value computed on the
 MH0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0387.degrees latitude (g = 980.6199 gals.).
 MH0387
 MH0387.The modeled gravity was interpolated from observed gravity values.
 MH0387
 MH0387;                    North         East    Units  Estimated Accuracy
 MH0387;SPC IA S     -   193,940.      497,740.      MT  (+/- 180 meters Scaled)
 MH0387
 MH0387                          SUPERSEDED SURVEY CONTROL
 MH0387
 MH0387  NGVD 29 (??/??/92)  299.03   (m)          981.1    (f) COMPUTED    2 0
 MH0387
 MH0387.Superseded values are not recommended for survey control.
 MH0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0387.See file dsdata.txt to determine how the superseded data were derived.
 MH0387
 MH0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG561217(NAD 83)
 MH0387_MARKER: P = PIPE CAP
 MH0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0387_STAMPING: 9807
 MH0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0387+STABILITY: SURFACE MOTION
 MH0387
 MH0387  HISTORY     - Date     Condition        Report By
 MH0387  HISTORY     - UNK      MONUMENTED       USGS
 MH0387  HISTORY     - 1941     GOOD             IAGS
 MH0387
 MH0387                          STATION DESCRIPTION
 MH0387
 MH0387'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1941
 MH0387'1 MI N FROM ENTERPRISE.
 MH0387'ABOUT 1 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0387'RAILWAY FROM ENTERPRISE, POLK COUNTY, IN THE SOUTHEAST CORNER
 MH0387'OF THE J. WOHLWIND FARM, AT A ROAD CROSSING, 50 FEET WEST OF
 MH0387'THE WEST RAIL, AND 21 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 MH0387'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 9807
 MH0387'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0392 ***********************************************************************
 MH0392  DESIGNATION -  986
 MH0392  PID         -  MH0392
 MH0392  STATE/COUNTY-  IA/POLK
 MH0392  USGS QUAD   -  ELKHART (1972)
 MH0392
 MH0392                         *CURRENT SURVEY CONTROL
 MH0392  ___________________________________________________________________
 MH0392* NAD 83(1986)-  41 48 20.     (N)    093 32 28.     (W)     SCALED    
 MH0392* NAVD 88     -       300.185  (meters)     984.86   (feet)  ADJUSTED  
 MH0392  ___________________________________________________________________
 MH0392  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 MH0392  DYNAMIC HT  -         300.060 (meters)     984.45  (feet)  COMP
 MH0392  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 MH0392
 MH0392  VERT ORDER  -  SECOND    CLASS 0
 MH0392
 MH0392.The horizontal coordinates were scaled from a topographic map and have
 MH0392.an estimated accuracy of +/- 6 seconds.
 MH0392
 MH0392.The orthometric height was determined by differential leveling
 MH0392.and adjusted by the National Geodetic Survey in June 1991..
 MH0392
 MH0392.The geoid height was determined by GEOID03.
 MH0392
 MH0392.The dynamic height is computed by dividing the NAVD 88
 MH0392.geopotential number by the normal gravity value computed on the
 MH0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0392.degrees latitude (g = 980.6199 gals.).
 MH0392
 MH0392.The modeled gravity was interpolated from observed gravity values.
 MH0392
 MH0392;                    North         East    Units  Estimated Accuracy
 MH0392;SPC IA S     -   200,510.      496,580.      MT  (+/- 180 meters Scaled)
 MH0392
 MH0392                          SUPERSEDED SURVEY CONTROL
 MH0392
 MH0392  NGVD 29 (??/??/92)  300.162  (m)          984.78   (f) ADJ UNCH    2 0
 MH0392
 MH0392.Superseded values are not recommended for survey control.
 MH0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0392.See file dsdata.txt to determine how the superseded data were derived.
 MH0392
 MH0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG550283(NAD 83)
 MH0392_MARKER: P = PIPE CAP
 MH0392_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MH0392_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MH0392_STAMPING: 986
 MH0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0392
 MH0392  HISTORY     - Date     Condition        Report By
 MH0392  HISTORY     - UNK      MONUMENTED       USGS
 MH0392  HISTORY     - 1941     GOOD             IAGS
 MH0392
 MH0392                          STATION DESCRIPTION
 MH0392
 MH0392'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1941
 MH0392'2 MI NW FROM ELKHART.
 MH0392'2 MILES NORTH AND WEST ALONG COUNTY ROADS FROM ELKHART, POLK
 MH0392'COUNTY, AT THE NORTHWEST CORNER OF SECTION 28 T 81 N., R 23 W.,
 MH0392'31 FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST SECTION-LINE
 MH0392'ROAD, 27 FEET EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH
 MH0392'SECTION-LINE ROAD, AND 3.3 FEET SOUTH OF A FENCE CORNER.  A UNITED
 MH0392'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 986 AND RIVETED
 MH0392'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0623 ***********************************************************************
 NJ0623  DESIGNATION -  995
 NJ0623  PID         -  NJ0623
 NJ0623  STATE/COUNTY-  IA/BUCHANAN
 NJ0623  USGS QUAD   -  HAZLETON (1981)
 NJ0623
 NJ0623                         *CURRENT SURVEY CONTROL
 NJ0623  ___________________________________________________________________
 NJ0623* NAD 83(1986)-  42 37 09.     (N)    091 54 20.     (W)     SCALED    
 NJ0623* NAVD 88     -       303.764  (meters)     996.60   (feet)  ADJUSTED  
 NJ0623  ___________________________________________________________________
 NJ0623  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 NJ0623  DYNAMIC HT  -         303.673 (meters)     996.30  (feet)  COMP
 NJ0623  MODELED GRAV-     980,313.7   (mgal)                       NAVD 88
 NJ0623
 NJ0623  VERT ORDER  -  SECOND    CLASS 0
 NJ0623
 NJ0623.The horizontal coordinates were scaled from a topographic map and have
 NJ0623.an estimated accuracy of +/- 6 seconds.
 NJ0623
 NJ0623.The orthometric height was determined by differential leveling
 NJ0623.and adjusted by the National Geodetic Survey in June 1991..
 NJ0623
 NJ0623.The geoid height was determined by GEOID03.
 NJ0623
 NJ0623.The dynamic height is computed by dividing the NAVD 88
 NJ0623.geopotential number by the normal gravity value computed on the
 NJ0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0623.degrees latitude (g = 980.6199 gals.).
 NJ0623
 NJ0623.The modeled gravity was interpolated from observed gravity values.
 NJ0623
 NJ0623;                    North         East    Units  Estimated Accuracy
 NJ0623;SPC IA N     - 1,125,550.    1,630,800.      MT  (+/- 180 meters Scaled)
 NJ0623
 NJ0623                          SUPERSEDED SURVEY CONTROL
 NJ0623
 NJ0623  NGVD 29 (??/??/92)  303.791  (m)          996.69   (f) ADJ UNCH    2 0
 NJ0623
 NJ0623.Superseded values are not recommended for survey control.
 NJ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0623.See file dsdata.txt to determine how the superseded data were derived.
 NJ0623
 NJ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH897191(NAD 83)
 NJ0623_MARKER: P = PIPE CAP
 NJ0623_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0623_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0623_STAMPING: 995 D B Q 1934
 NJ0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0623
 NJ0623  HISTORY     - Date     Condition        Report By
 NJ0623  HISTORY     - 1934     MONUMENTED       USGS
 NJ0623  HISTORY     - 1943     GOOD             NGS
 NJ0623  HISTORY     - 1988     GOOD             USPSQD
 NJ0623
 NJ0623                          STATION DESCRIPTION
 NJ0623
 NJ0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NJ0623'AT HAZELTON.
 NJ0623'AT HAZELTON, BUCHANAN COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 NJ0623'PACIFIC RAILWAY, 11 POLES NORTH OF MILEPOST 49, AT THE NORTHEAST
 NJ0623'CORNER OF A SHCOOLYARD, 144 FEET WEST OF THE CENTER OF A PUBLIC
 NJ0623'CROSSING, 48 FEET SOUTH OF THE CENTERLINE OF A SIDE STREET,
 NJ0623'48 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 11, AND 2 FEET
 NJ0623'SOUTH OF A 30-INCH ELM TREE.  A UNITED STATES GEOLOGICAL SURVEY
 NJ0623'STANDARD CAP, STAMPED 995 D B Q 1934, AND RIVETED ON THE TOP
 NJ0623'OF A 3-1/2-INCH IRON PIPE.
 NJ0623
 NJ0623                          STATION RECOVERY (1988)
 NJ0623
 NJ0623'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLM)
 NJ0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0606 ***********************************************************************
 NJ0606  CBN         -  This is a Cooperative Base Network Control Station.
 NJ0606  DESIGNATION -  997
 NJ0606  PID         -  NJ0606
 NJ0606  STATE/COUNTY-  IA/DELAWARE
 NJ0606  USGS QUAD   -  DUNDEE (1965)
 NJ0606
 NJ0606                         *CURRENT SURVEY CONTROL
 NJ0606  ___________________________________________________________________
 NJ0606* NAD 83(1996)-  42 34 45.84164(N)    091 32 48.92202(W)     ADJUSTED  
 NJ0606* NAVD 88     -       304.112  (meters)     997.74   (feet)  ADJUSTED  
 NJ0606  ___________________________________________________________________
 NJ0606  X           -    -126,984.531 (meters)                     COMP
 NJ0606  Y           -  -4,702,180.257 (meters)                     COMP
 NJ0606  Z           -   4,293,398.527 (meters)                     COMP
 NJ0606  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 NJ0606  ELLIP HEIGHT-         273.52  (meters)          (07/28/03) GPS OBS
 NJ0606  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 NJ0606  DYNAMIC HT  -         304.031 (meters)     997.48  (feet)  COMP
 NJ0606  MODELED GRAV-     980,345.3   (mgal)                       NAVD 88
 NJ0606
 NJ0606  HORZ ORDER  -  B
 NJ0606  VERT ORDER  -  SECOND    CLASS 0
 NJ0606  ELLP ORDER  -  FOURTH    CLASS I
 NJ0606
 NJ0606.The horizontal coordinates were established by GPS observations
 NJ0606.and adjusted by the National Geodetic Survey in August 1997..
 NJ0606
 NJ0606.The orthometric height was determined by differential leveling
 NJ0606.and adjusted by the National Geodetic Survey in June 1991..
 NJ0606
 NJ0606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0606
 NJ0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0606
 NJ0606.The ellipsoidal height was determined by GPS observations
 NJ0606.and is referenced to NAD 83.
 NJ0606
 NJ0606.The geoid height was determined by GEOID03.
 NJ0606
 NJ0606.The dynamic height is computed by dividing the NAVD 88
 NJ0606.geopotential number by the normal gravity value computed on the
 NJ0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0606.degrees latitude (g = 980.6199 gals.).
 NJ0606
 NJ0606.The modeled gravity was interpolated from observed gravity values.
 NJ0606
 NJ0606;                    North         East     Units Scale Factor Converg.
 NJ0606;SPC IA N     - 1,121,747.674 1,660,314.911   MT  0.99994655   +1 19 25.3
 NJ0606;UTM  15      - 4,715,132.851   619,243.664   MT  0.99977494   +0 58 59.8
 NJ0606
 NJ0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0606!SPC IA N     -   0.99995711  x   0.99994655  =   0.99990366
 NJ0606!UTM  15      -   0.99995711  x   0.99977494  =   0.99973206
 NJ0606
 NJ0606                          SUPERSEDED SURVEY CONTROL
 NJ0606
 NJ0606  ELLIP H (08/25/97)  273.56   (m)                       GP(       ) 4 1
 NJ0606  NAVD 88 (08/25/97)  304.11   (m)          997.7    (f) LEVELING    3  
 NJ0606  NGVD 29 (??/??/92)  304.151  (m)          997.87   (f) ADJ UNCH    2 0
 NJ0606
 NJ0606.Superseded values are not recommended for survey control.
 NJ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0606.See file dsdata.txt to determine how the superseded data were derived.
 NJ0606
 NJ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH1924415133(NAD 83)
 NJ0606_MARKER: DB = BENCH MARK DISK
 NJ0606_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0606_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0606_STAMPING: 997 DBQ
 NJ0606_MARK LOGO: USGS  
 NJ0606_MAGNETIC: P = MARKER IS A STEEL PIPE
 NJ0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0606+STABILITY: SURFACE MOTION
 NJ0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0606+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 NJ0606
 NJ0606  HISTORY     - Date     Condition        Report By
 NJ0606  HISTORY     - UNK      MONUMENTED       USGS
 NJ0606  HISTORY     - 1934     GOOD             NGS
 NJ0606  HISTORY     - 19961015 GOOD             NGS
 NJ0606  HISTORY     - 20020520 GOOD             AERSVC
 NJ0606  HISTORY     - 20030205 GOOD             WIDT
 NJ0606
 NJ0606                          STATION DESCRIPTION
 NJ0606
 NJ0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0606'AT DUNDEE.
 NJ0606'AT DUNDEE, DELAWARE COUNTY, 62 FEET NORTH OF THE NORTHEAST
 NJ0606'CORNER OF THE POST OFFICE, 32 FEET NORTH OF THE CENTERLINE OF
 NJ0606'SECOND STREET, 30 FEET WEST OF THE CENTERLINE OF CENTER STREET,
 NJ0606'AND AT THE CORNER OF A YARD FENCE.  A UNITED STATES GEOLOGICAL
 NJ0606'SURVEY STANDARD CAP, STAMPED 997 ADJ. D.B.Q. AND RIVETED ON THE
 NJ0606'TOP OF A 3-1/2-INCH IRON PIPE.
 NJ0606
 NJ0606                          STATION RECOVERY (1996)
 NJ0606
 NJ0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 NJ0606'THE STATION IS LOCATED IN DUNDEE, IA., ALONG THE WEST SIDE OF NORTH
 NJ0606'CENTER STREET, ACROSS NORTH CENTER STREET FROM THE CITY PARK AND
 NJ0606'FLAGPOLE, NORTHEAST OF AND ACROSS 2ND.  STREET FROM THE NORTHEAST
 NJ0606'CORNER OF THE DUNDEE FIRE STATION, IN THE GRASS CORNER NEAR AND
 NJ0606'NORTHWEST OF THE JUNCTION OF NORTH CENTER STREET AND 2ND.  STREET, AT
 NJ0606'THE EAST END OF AN EAST-WEST YARD FENCE.  OWNERSHIP--IOWA DEPARTMENT
 NJ0606'OF TRANSPORTATION.  NOTE--THIS STATION IS A (CBN/HARN SECOUND ORDER
 NJ0606'VERTICAL BENCH MARK TIE) TO (IIB) INDEPENDENCE MUNICIPAL AIRPORT.  TO
 NJ0606'REACH THE STATION FROM THE POST OFFICE IN DUNDEE, GO NORTH, 0.2 KM
 NJ0606'(0.10 MI) ALONG NORTH CENTER STREET TO 2ND.  STREET, AND THE STATION
 NJ0606'JUST NORTHWEST OF THE JUNCTION, AT THE EAST END OF A YARD FENCE.
 NJ0606'STATION IS 11.3 M (37.1 FT) NORTH OF 2ND.  STREET CENTER, 10.8 M (35.4
 NJ0606'FT) WEST OF THE NORTH CENTER STREET CENTERLINE, 3.4 M (11.2 FT)
 NJ0606'NORTHWEST OF A METAL STREET LAMPPOST, 3.3 M (10.8 FT) EAST-NORTHEAST
 NJ0606'OF A 12-INCH CONCRETE CURB AND NO PARKING SIGN, 0.3 M (1.0 FT) EAST OF
 NJ0606'A WOODEN FENCE POST, 0.1 M (0.3 FT) EAST OF A SHORT METAL WITNESS
 NJ0606'POST, AND THE STATION IS ABOUT LEVEL WITH NORTH CENTER STREET AND
 NJ0606'PROJECTING ABOUT 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 NJ0606'STATION IS A U.S.  GEOLOGICAL SURVEY STANDARD BENCH MARK CAP, STAMPED
 NJ0606'997 DBQ AND RIVETED ON TOP OF A 3 AND 1/2-INCH METAL PIPE.  BY R.G.
 NJ0606'HAYES
 NJ0606
 NJ0606                          STATION RECOVERY (2002)
 NJ0606
 NJ0606'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2002 (KZ)
 NJ0606'RECOVERED IN GOOD CONDITION.
 NJ0606
 NJ0606                          STATION RECOVERY (2003)
 NJ0606
 NJ0606'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (LB)
 NJ0606'RECOVERED DURING IOWA FBN BY LARRY BOYER, WHKS AND CO.,  AS DESCRIBED.
 NJ0606'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0176 ***********************************************************************
 OQ0176  DESIGNATION -  A
 OQ0176  PID         -  OQ0176
 OQ0176  STATE/COUNTY-  IA/LYON
 OQ0176  USGS QUAD   -  CANTON (1978)
 OQ0176
 OQ0176                         *CURRENT SURVEY CONTROL
 OQ0176  ___________________________________________________________________
 OQ0176* NAD 83(1986)-  43 17 03.     (N)    096 34 27.     (W)     SCALED    
 OQ0176* NAVD 88     -       379.351  (meters)    1244.59   (feet)  ADJUSTED  
 OQ0176  ___________________________________________________________________
 OQ0176  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OQ0176  DYNAMIC HT  -         379.248 (meters)    1244.25  (feet)  COMP
 OQ0176  MODELED GRAV-     980,337.3   (mgal)                       NAVD 88
 OQ0176
 OQ0176  VERT ORDER  -  FIRST     CLASS II
 OQ0176
 OQ0176.The horizontal coordinates were scaled from a topographic map and have
 OQ0176.an estimated accuracy of +/- 6 seconds.
 OQ0176
 OQ0176.The orthometric height was determined by differential leveling
 OQ0176.and adjusted by the National Geodetic Survey in June 1991..
 OQ0176
 OQ0176.The geoid height was determined by GEOID03.
 OQ0176
 OQ0176.The dynamic height is computed by dividing the NAVD 88
 OQ0176.geopotential number by the normal gravity value computed on the
 OQ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0176.degrees latitude (g = 980.6199 gals.).
 OQ0176
 OQ0176.The modeled gravity was interpolated from observed gravity values.
 OQ0176
 OQ0176;                    North         East    Units  Estimated Accuracy
 OQ0176;SPC IA N     - 1,202,720.    1,250,540.      MT  (+/- 180 meters Scaled)
 OQ0176
 OQ0176                          SUPERSEDED SURVEY CONTROL
 OQ0176
 OQ0176  NGVD 29 (??/??/92)  379.117  (m)         1243.82   (f) ADJ UNCH    1 2
 OQ0176
 OQ0176.Superseded values are not recommended for survey control.
 OQ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0176.See file dsdata.txt to determine how the superseded data were derived.
 OQ0176
 OQ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN968952(NAD 83)
 OQ0176_MARKER: B = BOLT
 OQ0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0176_SP_SET: JASPER STONE
 OQ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0176+STABILITY: SURFACE MOTION
 OQ0176
 OQ0176  HISTORY     - Date     Condition        Report By
 OQ0176  HISTORY     - UNK      MONUMENTED       CGS
 OQ0176  HISTORY     - 1949     GOOD             NGS
 OQ0176
 OQ0176                          STATION DESCRIPTION
 OQ0176
 OQ0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 OQ0176'1.3 MI SE FROM CANTON.
 OQ0176'0.5 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0176'RAILROAD FROM THE RAILROAD STATION AT CANTON, THENCE 1.25
 OQ0176'MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0176'RAILROAD, 8 POLES NORTH OF MILEPOST 48, 7 POLES NORTH OF THE
 OQ0176'SCHOOLHOUSE AT BELOIT, 43.0 FEET WEST OF THE WEST RAIL, 28.0
 OQ0176'FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING TO THE
 OQ0176'ORPHANS ASYLUM, 3.0 FEET EAST OF A RIGHT-OF-WAY FENCE, 1.2
 OQ0176'FEET EAST OF A REFERENCE POST, THE TOP OF A COPPER BOLT LEADED
 OQ0176'IN THE TOP OF A PINK JASPER STONE WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9193 ***********************************************************************
 AE9193  DESIGNATION -  A
 AE9193  PID         -  AE9193
 AE9193  STATE/COUNTY-  IA/JOHNSON
 AE9193  USGS QUAD   -  SWISHER (1994)
 AE9193
 AE9193                         *CURRENT SURVEY CONTROL
 AE9193  ___________________________________________________________________
 AE9193* NAD 83(1986)-  41 50 53.     (N)    091 40 05.     (W)     SCALED    
 AE9193* NAVD 88     -       251.798  (meters)     826.11   (feet)  ADJUSTED  
 AE9193  ___________________________________________________________________
 AE9193  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 AE9193  DYNAMIC HT  -         251.702 (meters)     825.79  (feet)  COMP
 AE9193  MODELED GRAV-     980,235.9   (mgal)                       NAVD 88
 AE9193
 AE9193  VERT ORDER  -  SECOND    CLASS I
 AE9193
 AE9193.The horizontal coordinates were scaled from a topographic map and have
 AE9193.an estimated accuracy of +/- 6 seconds.
 AE9193
 AE9193.The orthometric height was determined by differential leveling
 AE9193.and adjusted by the National Geodetic Survey in July 2002..
 AE9193
 AE9193.The geoid height was determined by GEOID03.
 AE9193
 AE9193.The dynamic height is computed by dividing the NAVD 88
 AE9193.geopotential number by the normal gravity value computed on the
 AE9193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9193.degrees latitude (g = 980.6199 gals.).
 AE9193
 AE9193.The modeled gravity was interpolated from observed gravity values.
 AE9193
 AE9193;                    North         East    Units  Estimated Accuracy
 AE9193;SPC IA S     -   206,830.      652,130.      MT  (+/- 180 meters Scaled)
 AE9193
 AE9193                          SUPERSEDED SURVEY CONTROL
 AE9193
 AE9193.No superseded survey control is available for this station.
 AE9193
 AE9193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG105337(NAD 83)
 AE9193_MARKER: DD = SURVEY DISK
 AE9193_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE9193_SP_SET: ABUTMENT
 AE9193_STAMPING: A
 AE9193_MARK LOGO: IAHD  
 AE9193_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9193+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 AE9193
 AE9193  HISTORY     - Date     Condition        Report By
 AE9193  HISTORY     - UNK      MONUMENTED       IAHD
 AE9193  HISTORY     - 19980108 GOOD             NGS
 AE9193  HISTORY     - 20060606 GOOD             GEOCAC
 AE9193
 AE9193                          STATION DESCRIPTION
 AE9193
 AE9193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9193'0.3 KM (0.20 MI) NORTHERLY ALONG ROSE AVENUE FROM THE POST OFFICE IN
 AE9193'SWISHER, THENCE 2.2 KM (1.35 MI) EASTERLY ALONG DIVISION STREET AND
 AE9193'COUNTY ROAD F-12, IN TOP OF AND 0.5 M (1.6 FT) EAST OF THE WEST END OF
 AE9193'THE NORTH CONCRETE ABUTMENT GUARDRAIL OF THE ROAD OVERPASS OF
 AE9193'INTERSTATE HIGHWAY 380, 29.2 M (95.8 FT) WEST OF THE CENTERLINE OF THE
 AE9193'SOUTHBOUND LANES OF THE HIGHWAY, 5.2 M (17.1 FT) NORTH OF THE ROAD
 AE9193'CENTERLINE, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE ROAD.
 AE9193
 AE9193                          STATION RECOVERY (2006)
 AE9193
 AE9193'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 AE9193'A 1 1/4 INCH DIAMETER BRONZE PLUG CAST WITH LETTERS DOT AND STAMPED
 AE9193''A'. HANDHELD COORDINATES N41 50 52.6 W091 40 04.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0115 ***********************************************************************
 OP0115  DESIGNATION -  A 1
 OP0115  PID         -  OP0115
 OP0115  STATE/COUNTY-  IA/KOSSUTH
 OP0115  USGS QUAD   -  LAKOTA (1972)
 OP0115
 OP0115                         *CURRENT SURVEY CONTROL
 OP0115  ___________________________________________________________________
 OP0115* NAD 83(1986)-  43 28 49.     (N)    094 06 04.     (W)     SCALED    
 OP0115* NAVD 88     -       342.984  (meters)    1125.27   (feet)  ADJUSTED  
 OP0115  ___________________________________________________________________
 OP0115  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 OP0115  DYNAMIC HT  -         342.911 (meters)    1125.03  (feet)  COMP
 OP0115  MODELED GRAV-     980,395.4   (mgal)                       NAVD 88
 OP0115
 OP0115  VERT ORDER  -  FIRST     CLASS II
 OP0115
 OP0115.The horizontal coordinates were scaled from a topographic map and have
 OP0115.an estimated accuracy of +/- 6 seconds.
 OP0115
 OP0115.The orthometric height was determined by differential leveling
 OP0115.and adjusted by the National Geodetic Survey in June 1991..
 OP0115
 OP0115.The geoid height was determined by GEOID03.
 OP0115
 OP0115.The dynamic height is computed by dividing the NAVD 88
 OP0115.geopotential number by the normal gravity value computed on the
 OP0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0115.degrees latitude (g = 980.6199 gals.).
 OP0115
 OP0115.The modeled gravity was interpolated from observed gravity values.
 OP0115
 OP0115;                    North         East    Units  Estimated Accuracy
 OP0115;SPC IA N     - 1,220,150.    1,451,370.      MT  (+/- 180 meters Scaled)
 OP0115
 OP0115                          SUPERSEDED SURVEY CONTROL
 OP0115
 OP0115  NGVD 29 (??/??/92)  342.940  (m)         1125.13   (f) ADJ UNCH    1 2
 OP0115
 OP0115.Superseded values are not recommended for survey control.
 OP0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0115.See file dsdata.txt to determine how the superseded data were derived.
 OP0115
 OP0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ109147(NAD 83)
 OP0115_MARKER: DB = BENCH MARK DISK
 OP0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0115_STAMPING: 1125.129 A 1 1930
 OP0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0115+STABILITY: SURFACE MOTION
 OP0115
 OP0115  HISTORY     - Date     Condition        Report By
 OP0115  HISTORY     - 1930     MONUMENTED       CGS
 OP0115  HISTORY     - 1934     GOOD             NGS
 OP0115  HISTORY     - 1972     MARK NOT FOUND   USGS
 OP0115
 OP0115                          STATION DESCRIPTION
 OP0115
 OP0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0115'1.5 MI S FROM ELMORE.
 OP0115'IN KOSSUTH COUNTY, 1.5 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN
 OP0115'RAILWAY FROM THE STATION AT ELMORE, FARIBAULT COUNTY, MINNESOTA, 250
 OP0115'YARDS NORTH OF BRIDGE 876, 45 FEET WEST OF THE TRACK, AND AT A FENCE
 OP0115'LINE.  A STANDARD DISK, STAMPED 1125.129 A 1 1930 AND SET IN THE TOP
 OP0115'OF A CONCRETE POST.
 OP0115
 OP0115                          STATION RECOVERY (1972)
 OP0115
 OP0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0186 ***********************************************************************
 MH0186  DESIGNATION -  A 10
 MH0186  PID         -  MH0186
 MH0186  STATE/COUNTY-  IA/JASPER
 MH0186  USGS QUAD   -  COLFAX (1965)
 MH0186
 MH0186                         *CURRENT SURVEY CONTROL
 MH0186  ___________________________________________________________________
 MH0186* NAD 83(1986)-  41 37 46.     (N)    093 13 55.     (W)     SCALED    
 MH0186* NAVD 88     -       276.922  (meters)     908.53   (feet)  ADJUSTED  
 MH0186  ___________________________________________________________________
 MH0186  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 MH0186  DYNAMIC HT  -         276.806 (meters)     908.15  (feet)  COMP
 MH0186  MODELED GRAV-     980,196.2   (mgal)                       NAVD 88
 MH0186
 MH0186  VERT ORDER  -  FIRST     CLASS II
 MH0186
 MH0186.The horizontal coordinates were scaled from a topographic map and have
 MH0186.an estimated accuracy of +/- 6 seconds.
 MH0186
 MH0186.The orthometric height was determined by differential leveling
 MH0186.and adjusted by the National Geodetic Survey in June 1991..
 MH0186
 MH0186.The geoid height was determined by GEOID03.
 MH0186
 MH0186.The dynamic height is computed by dividing the NAVD 88
 MH0186.geopotential number by the normal gravity value computed on the
 MH0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0186.degrees latitude (g = 980.6199 gals.).
 MH0186
 MH0186.The modeled gravity was interpolated from observed gravity values.
 MH0186
 MH0186;                    North         East    Units  Estimated Accuracy
 MH0186;SPC IA S     -   180,990.      522,340.      MT  (+/- 180 meters Scaled)
 MH0186
 MH0186                          SUPERSEDED SURVEY CONTROL
 MH0186
 MH0186  NGVD 29 (??/??/92)  276.886  (m)          908.42   (f) ADJ UNCH    1 2
 MH0186
 MH0186.Superseded values are not recommended for survey control.
 MH0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0186.See file dsdata.txt to determine how the superseded data were derived.
 MH0186
 MH0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG806086(NAD 83)
 MH0186_MARKER: DB = BENCH MARK DISK
 MH0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0186_STAMPING: A 10 1933
 MH0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0186+STABILITY: SURFACE MOTION
 MH0186
 MH0186  HISTORY     - Date     Condition        Report By
 MH0186  HISTORY     - 1933     MONUMENTED       CGS
 MH0186  HISTORY     - 1934     GOOD             NGS
 MH0186
 MH0186                          STATION DESCRIPTION
 MH0186
 MH0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0186'2 MI S FROM COLFAX.
 MH0186'2 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE INTERSECTION WITH
 MH0186'U.S. HIGHWAY 6 AT COLFAX, JASPER COUNTY, 500 FEET SOUTH OF A
 MH0186'SIDE ROAD LEADING TO COLFAX MINE 9, 80 FEET SOUTHWEST OF THE
 MH0186'SOUTHWEST CORNER OF THE J.B. RYAN FARMHOUSE, AND 21 FEET EAST OF
 MH0186'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 10
 MH0186'1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1462 ***********************************************************************
 MJ1462  DESIGNATION -  A 101 RESET
 MJ1462  PID         -  MJ1462
 MJ1462  STATE/COUNTY-  IA/GUTHRIE
 MJ1462  USGS QUAD   -  NORTH BRANCH (1971)
 MJ1462
 MJ1462                         *CURRENT SURVEY CONTROL
 MJ1462  ___________________________________________________________________
 MJ1462* NAD 83(1986)-  41 40 28.     (N)    094 42 11.     (W)     SCALED    
 MJ1462* NAVD 88     -       430.67   (meters)    1413.0    (feet)  RESET     
 MJ1462  ___________________________________________________________________
 MJ1462  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 MJ1462
 MJ1462  VERT ORDER  -  THIRD
 MJ1462
 MJ1462.The horizontal coordinates were scaled from a topographic map and have
 MJ1462.an estimated accuracy of +/- 6 seconds.
 MJ1462
 MJ1462.The orthometric height was computed from unverified reset data.
 MJ1462
 MJ1462.The geoid height was determined by GEOID03.
 MJ1462
 MJ1462;                    North         East    Units  Estimated Accuracy
 MJ1462;SPC IA S     -   186,640.      399,820.      MT  (+/- 180 meters Scaled)
 MJ1462
 MJ1462                          SUPERSEDED SURVEY CONTROL
 MJ1462
 MJ1462  NGVD 29 (05/12/04)  430.61   (m)         1412.8    (f) RESET       3  
 MJ1462
 MJ1462.Superseded values are not recommended for survey control.
 MJ1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1462.See file dsdata.txt to determine how the superseded data were derived.
 MJ1462
 MJ1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG582150(NAD 83)
 MJ1462_MARKER: DB = BENCH MARK DISK
 MJ1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1462_SP_SET: CONCRETE POST
 MJ1462_STAMPING: A 101 RESET 1977
 MJ1462_MARK LOGO: NGS   
 MJ1462_PROJECTION: RECESSED 3 CENTIMETERS
 MJ1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1462+STABILITY: SURFACE MOTION
 MJ1462
 MJ1462  HISTORY     - Date     Condition        Report By
 MJ1462  HISTORY     - 1977     MONUMENTED       IAHD
 MJ1462
 MJ1462                          STATION DESCRIPTION
 MJ1462
 MJ1462'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1977
 MJ1462'17.2 KM (10.70 MI) EAST FROM HAMLIN.
 MJ1462'17.22 KM (10.70 MI) EAST ALONG STATE HIGHWAY 44, FROM THE JUNCTION
 MJ1462'WITH U.S. HIGHWAY 71 IN HAMLIN, AT HIGHWAY STATION 112+00, 29.0 M
 MJ1462'(95.1 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 0.9 M (3.0 FT)
 MJ1462'NORTH OF A FENCE, 0.45 M (1.5 FT) EAST-SOUTHEAST OF A BURIED CABLE
 MJ1462'WARNING SIGN.
 MJ1462'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 MJ1462'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0064 ***********************************************************************
 MJ0064  DESIGNATION -  A 103
 MJ0064  PID         -  MJ0064
 MJ0064  STATE/COUNTY-  IA/GUTHRIE
 MJ0064  USGS QUAD   -  MENLO (1982)
 MJ0064
 MJ0064                         *CURRENT SURVEY CONTROL
 MJ0064  ___________________________________________________________________
 MJ0064* NAD 83(1986)-  41 31 29.     (N)    094 24 50.     (W)     SCALED    
 MJ0064* NAVD 88     -       386.055  (meters)    1266.58   (feet)  ADJUSTED  
 MJ0064  ___________________________________________________________________
 MJ0064  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 MJ0064  DYNAMIC HT  -         385.904 (meters)    1266.09  (feet)  COMP
 MJ0064  MODELED GRAV-     980,220.9   (mgal)                       NAVD 88
 MJ0064
 MJ0064  VERT ORDER  -  FIRST     CLASS II
 MJ0064
 MJ0064.The horizontal coordinates were scaled from a topographic map and have
 MJ0064.an estimated accuracy of +/- 6 seconds.
 MJ0064
 MJ0064.The orthometric height was determined by differential leveling
 MJ0064.and adjusted by the National Geodetic Survey in June 1991..
 MJ0064
 MJ0064.The geoid height was determined by GEOID03.
 MJ0064
 MJ0064.The dynamic height is computed by dividing the NAVD 88
 MJ0064.geopotential number by the normal gravity value computed on the
 MJ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0064.degrees latitude (g = 980.6199 gals.).
 MJ0064
 MJ0064.The modeled gravity was interpolated from observed gravity values.
 MJ0064
 MJ0064;                    North         East    Units  Estimated Accuracy
 MJ0064;SPC IA S     -   169,720.      423,730.      MT  (+/- 180 meters Scaled)
 MJ0064
 MJ0064                          SUPERSEDED SURVEY CONTROL
 MJ0064
 MJ0064  NGVD 29 (??/??/92)  386.003  (m)         1266.41   (f) ADJ UNCH    1 2
 MJ0064
 MJ0064.Superseded values are not recommended for survey control.
 MJ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0064.See file dsdata.txt to determine how the superseded data were derived.
 MJ0064
 MJ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF820979(NAD 83)
 MJ0064_MARKER: DB = BENCH MARK DISK
 MJ0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0064_STAMPING: A 102 1935 1266.133
 MJ0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0064+STABILITY: SURFACE MOTION
 MJ0064
 MJ0064  HISTORY     - Date     Condition        Report By
 MJ0064  HISTORY     - 1935     MONUMENTED       CGS
 MJ0064  HISTORY     - 1950     GOOD             NGS
 MJ0064  HISTORY     - 1980     POOR             USGS
 MJ0064
 MJ0064                          STATION DESCRIPTION
 MJ0064
 MJ0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0064'0.8 MI NW FROM MENLO.
 MJ0064'0.75 MILE NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0064'RAILROAD FROM THE STATION AT MENLO, 4 RAILS SOUTHEAST OF SIGNAL
 MJ0064'TOWER 4037, 39 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 MJ0064'TRACK, 20 FEET WEST OF THE CENTER LINE OF COUNTY ROAD K, 9 FEET
 MJ0064'NORTHWEST OF A CROSSING SIGN POST, 1.5 FEET SOUTH OF THE 9TH
 MJ0064'POLE SOUTHEAST OF MILEPOST 404, 1.9 FEET NORTH OF A WITNESS
 MJ0064'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 MJ0064'GROUND.
 MJ0064
 MJ0064                          STATION RECOVERY (1980)
 MJ0064
 MJ0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0064'THE CAP IS MARRED AND THE CONCRETE CORNERS ARE CHIPED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0139 ***********************************************************************
 MJ0139  DESIGNATION -  A 104
 MJ0139  PID         -  MJ0139
 MJ0139  STATE/COUNTY-  IA/ADAIR
 MJ0139  USGS QUAD   -  ORIENT (1981)
 MJ0139
 MJ0139                         *CURRENT SURVEY CONTROL
 MJ0139  ___________________________________________________________________
 MJ0139* NAD 83(1986)-  41 13 07.     (N)    094 26 02.     (W)     SCALED    
 MJ0139* NAVD 88     -       417.043  (meters)    1368.25   (feet)  ADJUSTED  
 MJ0139  ___________________________________________________________________
 MJ0139  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 MJ0139  DYNAMIC HT  -         416.838 (meters)    1367.58  (feet)  COMP
 MJ0139  MODELED GRAV-     980,120.0   (mgal)                       NAVD 88
 MJ0139
 MJ0139  VERT ORDER  -  SECOND    CLASS 0
 MJ0139
 MJ0139.The horizontal coordinates were scaled from a topographic map and have
 MJ0139.an estimated accuracy of +/- 6 seconds.
 MJ0139
 MJ0139.The orthometric height was determined by differential leveling
 MJ0139.and adjusted by the National Geodetic Survey in June 1991..
 MJ0139
 MJ0139.The geoid height was determined by GEOID03.
 MJ0139
 MJ0139.The dynamic height is computed by dividing the NAVD 88
 MJ0139.geopotential number by the normal gravity value computed on the
 MJ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0139.degrees latitude (g = 980.6199 gals.).
 MJ0139
 MJ0139.The modeled gravity was interpolated from observed gravity values.
 MJ0139
 MJ0139;                    North         East    Units  Estimated Accuracy
 MJ0139;SPC IA S     -   135,750.      421,690.      MT  (+/- 180 meters Scaled)
 MJ0139
 MJ0139                          SUPERSEDED SURVEY CONTROL
 MJ0139
 MJ0139  NGVD 29 (??/??/92)  416.932  (m)         1367.88   (f) ADJ UNCH    2 0
 MJ0139
 MJ0139.Superseded values are not recommended for survey control.
 MJ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0139.See file dsdata.txt to determine how the superseded data were derived.
 MJ0139
 MJ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF798640(NAD 83)
 MJ0139_MARKER: DB = BENCH MARK DISK
 MJ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0139_STAMPING: A 104 1935
 MJ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0139+STABILITY: SURFACE MOTION
 MJ0139
 MJ0139  HISTORY     - Date     Condition        Report By
 MJ0139  HISTORY     - 1935     MONUMENTED       CGS
 MJ0139  HISTORY     - 1971     GOOD             NGS
 MJ0139
 MJ0139                          STATION DESCRIPTION
 MJ0139
 MJ0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0139'1.6 MI N FROM ORIENT.
 MJ0139'1.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0139'FROM THE STATION AT ORIENT, ADAIR COUNTY, 6 POLES SOUTH OF
 MJ0139'MILEPOST 14, AT A ROAD CROSSING, 48 FEET NORTH OF THE CENTERLINE
 MJ0139'OF THE TRACK, 18 FEET EAST OF THE CENTERLINE OF THE ROAD, 5 FEET
 MJ0139'SOUTH OF A FENCE CORNER, AND 1 FOOT LOWER THAN THE TRACK.  A
 MJ0139'STANDARD DISK, STAMPED A 104 1935 AND SET IN THE TOP OF A
 MJ0139'CONCRETE POST.
 MJ0139
 MJ0139                          STATION RECOVERY (1971)
 MJ0139
 MJ0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MJ0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0039 ***********************************************************************
 LF0039  DESIGNATION -  A 105
 LF0039  PID         -  LF0039
 LF0039  STATE/COUNTY-  IA/RINGGOLD
 LF0039  USGS QUAD   -  TINGLEY (1981)
 LF0039
 LF0039                         *CURRENT SURVEY CONTROL
 LF0039  ___________________________________________________________________
 LF0039* NAD 83(1986)-  40 50 25.     (N)    094 13 26.     (W)     SCALED    
 LF0039* NAVD 88     -       365.779  (meters)    1200.06   (feet)  ADJUSTED  
 LF0039  ___________________________________________________________________
 LF0039  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LF0039  DYNAMIC HT  -         365.596 (meters)    1199.46  (feet)  COMP
 LF0039  MODELED GRAV-     980,113.1   (mgal)                       NAVD 88
 LF0039
 LF0039  VERT ORDER  -  SECOND    CLASS 0
 LF0039
 LF0039.The horizontal coordinates were scaled from a topographic map and have
 LF0039.an estimated accuracy of +/- 6 seconds.
 LF0039
 LF0039.The orthometric height was determined by differential leveling
 LF0039.and adjusted by the National Geodetic Survey in June 1991..
 LF0039
 LF0039.The geoid height was determined by GEOID03.
 LF0039
 LF0039.The dynamic height is computed by dividing the NAVD 88
 LF0039.geopotential number by the normal gravity value computed on the
 LF0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0039.degrees latitude (g = 980.6199 gals.).
 LF0039
 LF0039.The modeled gravity was interpolated from observed gravity values.
 LF0039
 LF0039;                    North         East    Units  Estimated Accuracy
 LF0039;SPC IA S     -    93,570.      438,950.      MT  (+/- 180 meters Scaled)
 LF0039
 LF0039                          SUPERSEDED SURVEY CONTROL
 LF0039
 LF0039  NGVD 29 (??/??/92)  365.674  (m)         1199.72   (f) ADJ UNCH    2 0
 LF0039
 LF0039.Superseded values are not recommended for survey control.
 LF0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0039.See file dsdata.txt to determine how the superseded data were derived.
 LF0039
 LF0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF968217(NAD 83)
 LF0039_MARKER: DB = BENCH MARK DISK
 LF0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0039_STAMPING: A 105 1935
 LF0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0039+STABILITY: SURFACE MOTION
 LF0039
 LF0039  HISTORY     - Date     Condition        Report By
 LF0039  HISTORY     - 1935     MONUMENTED       CGS
 LF0039  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0039
 LF0039                          STATION DESCRIPTION
 LF0039
 LF0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0039'9.1 MI N FROM MOUNT AYR.
 LF0039'9.1 MILES NORTH ALONG U.S. HIGHWAY 169 FROM THE CHICAGO,
 LF0039'BURLINGTON AND QUINCY RAILROAD STATION AT MOUNT AYR, RINGGOLD
 LF0039'COUNTY, AT THE JUNCTION OF COUNTY ROAD C, 48 FEET SOUTH OF
 LF0039'THE CENTERLINE OF THE COUNTY ROAD, 35 FEET WEST OF THE CENTERLINE
 LF0039'OF U.S. HIGHWAY 169, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND
 LF0039'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 LF0039'A 105 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0039
 LF0039                          STATION RECOVERY (1977)
 LF0039
 LF0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0197 ***********************************************************************
 LF0197  DESIGNATION -  A 106
 LF0197  PID         -  LF0197
 LF0197  STATE/COUNTY-  IA/TAYLOR
 LF0197  USGS QUAD   -  MERLE JUNCTION (1980)
 LF0197
 LF0197                         *CURRENT SURVEY CONTROL
 LF0197  ___________________________________________________________________
 LF0197* NAD 83(1986)-  40 46 52.     (N)    094 35 39.     (W)     SCALED    
 LF0197* NAVD 88     -       351.098  (meters)    1151.89   (feet)  ADJUSTED  
 LF0197  ___________________________________________________________________
 LF0197  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 LF0197  DYNAMIC HT  -         350.918 (meters)    1151.30  (feet)  COMP
 LF0197  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 LF0197
 LF0197  VERT ORDER  -  SECOND    CLASS 0
 LF0197
 LF0197.The horizontal coordinates were scaled from a topographic map and have
 LF0197.an estimated accuracy of +/- 6 seconds.
 LF0197
 LF0197.The orthometric height was determined by differential leveling
 LF0197.and adjusted by the National Geodetic Survey in June 1991..
 LF0197
 LF0197.The geoid height was determined by GEOID03.
 LF0197
 LF0197.The dynamic height is computed by dividing the NAVD 88
 LF0197.geopotential number by the normal gravity value computed on the
 LF0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0197.degrees latitude (g = 980.6199 gals.).
 LF0197
 LF0197.The modeled gravity was interpolated from observed gravity values.
 LF0197
 LF0197;                    North         East    Units  Estimated Accuracy
 LF0197;SPC IA S     -    87,320.      407,640.      MT  (+/- 180 meters Scaled)
 LF0197
 LF0197                          SUPERSEDED SURVEY CONTROL
 LF0197
 LF0197  NGVD 29 (??/??/92)  350.978  (m)         1151.50   (f) ADJ UNCH    2 0
 LF0197
 LF0197.Superseded values are not recommended for survey control.
 LF0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0197.See file dsdata.txt to determine how the superseded data were derived.
 LF0197
 LF0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF654156(NAD 83)
 LF0197_MARKER: DB = BENCH MARK DISK
 LF0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0197_STAMPING: A 106 1935
 LF0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0197+STABILITY: SURFACE MOTION
 LF0197
 LF0197  HISTORY     - Date     Condition        Report By
 LF0197  HISTORY     - 1935     MONUMENTED       CGS
 LF0197  HISTORY     - 1979     MARK NOT FOUND   NGS
 LF0197
 LF0197                          STATION DESCRIPTION
 LF0197
 LF0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0197'AT MERLE JUNCTION.
 LF0197'AT MERLE JUNCTION, TAYLOR COUNTY, ON THE CHICAGO, BURLINGTON
 LF0197'AND QUINCY RAILROAD, 3 POLES NORTH OF THE RAILROAD CROSSING, AT A
 LF0197'ROAD CROSSING, 47 FEET EAST OF THE CENTERLINE OF THE TRACK, 33
 LF0197'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5 FEET EAST OF A POLE,
 LF0197'AND 3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LF0197'A 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0197
 LF0197                          STATION RECOVERY (1979)
 LF0197
 LF0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LF0197'MARK WAS SEARCHED FOR BUT NOT FOUND. SITE WAS COVERED WITH DENSE
 LF0197'BRUSH AND TALL, THICK WEEDS MAKING AN ADEQUATE SEARCH DIFFICULT.
 LF0197'MERLE JUNCTION NO LONGER EXISTS AND THE SITE IS ACCESSIBLE ONLY BY
 LF0197'WALKING ABOUT 1/2 MILE. FROM THE RIGHT ANGLE TURN IN STATE HIGHWAY 49
 LF0197'AT SHARPSBURG, GO EAST ON THE HIGHWAY FOR 3 MILES TO A CROSSROAD, THE
 LF0197'SOUTH ALONG A GRAVELED ROAD FOR 0.75 MILES TO A CROSSING AT THE SITE
 LF0197'WHERE K 105 WAS LOCATED, THENCE WALK WEST ABOUT 1/2 MILE ALONG TRACKS
 LF0197'TO THE OLD NORTHWEST/SOUTHEAST GRADE OF THE ABANDONED TRACKS TO WHERE
 LF0197'MERLE JUNCTION WAS LOCATED. OLD ROAD CROSSING IS NOT DISCERNABLE ANY
 LF0197'LONGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0214 ***********************************************************************
 LF0214  DESIGNATION -  A 107
 LF0214  PID         -  LF0214
 LF0214  STATE/COUNTY-  IA/PAGE
 LF0214  USGS QUAD   -  CLARINDA SOUTH (1981)
 LF0214
 LF0214                         *CURRENT SURVEY CONTROL
 LF0214  ___________________________________________________________________
 LF0214* NAD 83(1986)-  40 44 59.     (N)    095 02 16.     (W)     SCALED    
 LF0214* NAVD 88     -       320.385  (meters)    1051.13   (feet)  ADJUSTED  
 LF0214  ___________________________________________________________________
 LF0214  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 LF0214  DYNAMIC HT  -         320.217 (meters)    1050.58  (feet)  COMP
 LF0214  MODELED GRAV-     980,092.7   (mgal)                       NAVD 88
 LF0214
 LF0214  VERT ORDER  -  SECOND    CLASS 0
 LF0214
 LF0214.The horizontal coordinates were scaled from a topographic map and have
 LF0214.an estimated accuracy of +/- 6 seconds.
 LF0214
 LF0214.The orthometric height was determined by differential leveling
 LF0214.and adjusted by the National Geodetic Survey in June 1991..
 LF0214
 LF0214.The geoid height was determined by GEOID03.
 LF0214
 LF0214.The dynamic height is computed by dividing the NAVD 88
 LF0214.geopotential number by the normal gravity value computed on the
 LF0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0214.degrees latitude (g = 980.6199 gals.).
 LF0214
 LF0214.The modeled gravity was interpolated from observed gravity values.
 LF0214
 LF0214;                    North         East    Units  Estimated Accuracy
 LF0214;SPC IA S     -    84,400.      370,140.      MT  (+/- 180 meters Scaled)
 LF0214
 LF0214                          SUPERSEDED SURVEY CONTROL
 LF0214
 LF0214  NGVD 29 (??/??/92)  320.273  (m)         1050.76   (f) ADJ UNCH    2 0
 LF0214
 LF0214.Superseded values are not recommended for survey control.
 LF0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0214.See file dsdata.txt to determine how the superseded data were derived.
 LF0214
 LF0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF279129(NAD 83)
 LF0214_MARKER: DB = BENCH MARK DISK
 LF0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0214_STAMPING: A 107 1935
 LF0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0214+STABILITY: SURFACE MOTION
 LF0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0214+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 LF0214
 LF0214  HISTORY     - Date     Condition        Report By
 LF0214  HISTORY     - 1935     MONUMENTED       CGS
 LF0214  HISTORY     - 1941     GOOD             NGS
 LF0214  HISTORY     - 1974     GOOD             DOD
 LF0214  HISTORY     - 1984     GOOD             NGS
 LF0214  HISTORY     - 20050825 GOOD             NGS
 LF0214
 LF0214                          STATION DESCRIPTION
 LF0214
 LF0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0214'AT CLARINDA.
 LF0214'AT CLARINDA, PAGE COUNTY, ON THE ABANDONED CHICAGO, BURLINGTON
 LF0214'AND QUINCY RAILROAD, AT THE CROSSING OF STATE HIGHWAY 194, AT THE
 LF0214'NORTHEAST CORNER OF CLARINDA CEMETERY, 21 FEET SOUTHWEST OF THE
 LF0214'CENTERLINE OF THE OLD ROADBED, 21 FEET NORTHWEST OF THE CENTERLINE
 LF0214'OF THE HIGHWAY, 4 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1
 LF0214'FOOT HIGHER THAN THE OLD ROADBED.  A STANDARD DISK, STAMPED A
 LF0214'107 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0214
 LF0214                          STATION RECOVERY (1974)
 LF0214
 LF0214'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974
 LF0214'RECOVERED IN GOOD CONDITION.
 LF0214
 LF0214                          STATION RECOVERY (1984)
 LF0214
 LF0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0214'ABOUT 1.13 KM (0.70 MI) NORTH ALONF NORTH 16TH STREET-GLEEN MILLER
 LF0214'AVENUE, FROM THE COURTHOUSE IN CLARINDA, TO WALNUT AVENUE, THENCE
 LF0214'BEAR RIGHT, AROUND THE EAST SIDE OF A CEMENTERY FOR 0.24 KM (0.15 MI)
 LF0214'TO THE MARK ON THE LEFT, AT THE NORTHEAST CORNER OF THE CEMENTERY,
 LF0214'8.85 KM (29.0 FT) WEST FROM THE CENTERLINE OF THE STREET, 0.92 M (3.0
 LF0214'FT) SOUTHEAST OF A 4 BY 4 INCH SQUARE CONCRETE POST PROJECTING 0.6 M
 LF0214'(2 FT) ABOVE THE GROUND, 7.92 M (26.0 FT) NORTHEAST FROM-LOTTIE E
 LF0214'GRANGER-HEADSTONE, 6.1 M (20.0 FT) EAST FROM DR B CAMPBELL-HEADSTONE.
 LF0214
 LF0214                          STATION RECOVERY (2005)
 LF0214
 LF0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 LF0214'MARK IS 0.5 M EAST OF USCE WITNESS POST AND 0.1 M ABOVE GRASS LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0293 ***********************************************************************
 LF0293  DESIGNATION -  A 108
 LF0293  PID         -  LF0293
 LF0293  STATE/COUNTY-  IA/PAGE
 LF0293  USGS QUAD   -  STANTON (1978)
 LF0293
 LF0293                         *CURRENT SURVEY CONTROL
 LF0293  ___________________________________________________________________
 LF0293* NAD 83(1986)-  40 52 30.     (N)    095 00 46.     (W)     SCALED    
 LF0293* NAVD 88     -       309.566  (meters)    1015.63   (feet)  ADJUSTED  
 LF0293  ___________________________________________________________________
 LF0293  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LF0293  DYNAMIC HT  -         309.402 (meters)    1015.10  (feet)  COMP
 LF0293  MODELED GRAV-     980,089.4   (mgal)                       NAVD 88
 LF0293
 LF0293  VERT ORDER  -  SECOND    CLASS 0
 LF0293
 LF0293.The horizontal coordinates were scaled from a topographic map and have
 LF0293.an estimated accuracy of +/- 6 seconds.
 LF0293
 LF0293.The orthometric height was determined by differential leveling
 LF0293.and adjusted by the National Geodetic Survey in June 1991..
 LF0293
 LF0293.The geoid height was determined by GEOID03.
 LF0293
 LF0293.The dynamic height is computed by dividing the NAVD 88
 LF0293.geopotential number by the normal gravity value computed on the
 LF0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0293.degrees latitude (g = 980.6199 gals.).
 LF0293
 LF0293.The modeled gravity was interpolated from observed gravity values.
 LF0293
 LF0293;                    North         East    Units  Estimated Accuracy
 LF0293;SPC IA S     -    98,280.      372,490.      MT  (+/- 180 meters Scaled)
 LF0293
 LF0293                          SUPERSEDED SURVEY CONTROL
 LF0293
 LF0293  NGVD 29 (??/??/92)  309.455  (m)         1015.27   (f) ADJ UNCH    2 0
 LF0293
 LF0293.Superseded values are not recommended for survey control.
 LF0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0293.See file dsdata.txt to determine how the superseded data were derived.
 LF0293
 LF0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF303268(NAD 83)
 LF0293_MARKER: DB = BENCH MARK DISK
 LF0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0293_STAMPING: A 108 1935
 LF0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0293+STABILITY: SURFACE MOTION
 LF0293
 LF0293  HISTORY     - Date     Condition        Report By
 LF0293  HISTORY     - 1935     MONUMENTED       CGS
 LF0293  HISTORY     - 1984     MARK NOT FOUND   NGS
 LF0293
 LF0293                          STATION DESCRIPTION
 LF0293
 LF0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0293'1.9 MI N FROM HEPBURN.
 LF0293'1.9 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0293'FROM THE STATION AT HEPBURN, PAGE COUNTY, AT POLE 62+12, AT A
 LF0293'ROAD CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE TRACK,
 LF0293'34 FEET NORTH OF THE CENTERLINE OF THE ROAD, 9 FEET NORTHEAST
 LF0293'OF A POLE, 6 FEET WEST OF A FENCE LINE, AND 2-1/2 FEET LOWER
 LF0293'THAN THE TRACK.  A STANDARD DISK, STAMPED A 108 1935 AND SET
 LF0293'IN THE TOP OF A CONCRETE POST.
 LF0293
 LF0293                          STATION RECOVERY (1984)
 LF0293
 LF0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0211 ***********************************************************************
 LF0211  DESIGNATION -  A 109
 LF0211  PID         -  LF0211
 LF0211  STATE/COUNTY-  IA/ADAMS
 LF0211  USGS QUAD   -  CORNING SOUTH (1980)
 LF0211
 LF0211                         *CURRENT SURVEY CONTROL
 LF0211  ___________________________________________________________________
 LF0211* NAD 83(1986)-  40 59 56.     (N)    094 42 00.     (W)     SCALED    
 LF0211* NAVD 88     -       344.616  (meters)    1130.63   (feet)  ADJUSTED  
 LF0211  ___________________________________________________________________
 LF0211  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LF0211  DYNAMIC HT  -         344.440 (meters)    1130.05  (feet)  COMP
 LF0211  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 LF0211
 LF0211  VERT ORDER  -  SECOND    CLASS 0
 LF0211
 LF0211.The horizontal coordinates were scaled from a topographic map and have
 LF0211.an estimated accuracy of +/- 6 seconds.
 LF0211
 LF0211.The orthometric height was determined by differential leveling
 LF0211.and adjusted by the National Geodetic Survey in June 1991..
 LF0211
 LF0211.The geoid height was determined by GEOID03.
 LF0211
 LF0211.The dynamic height is computed by dividing the NAVD 88
 LF0211.geopotential number by the normal gravity value computed on the
 LF0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0211.degrees latitude (g = 980.6199 gals.).
 LF0211
 LF0211.The modeled gravity was interpolated from observed gravity values.
 LF0211
 LF0211;                    North         East    Units  Estimated Accuracy
 LF0211;SPC IA S     -   111,620.      399,040.      MT  (+/- 180 meters Scaled)
 LF0211
 LF0211                          SUPERSEDED SURVEY CONTROL
 LF0211
 LF0211  NGVD 29 (??/??/92)  344.498  (m)         1130.24   (f) ADJ UNCH    2 0
 LF0211
 LF0211.Superseded values are not recommended for survey control.
 LF0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0211.See file dsdata.txt to determine how the superseded data were derived.
 LF0211
 LF0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF570400(NAD 83)
 LF0211_MARKER: DB = BENCH MARK DISK
 LF0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0211_SP_SET: UNDERPASS
 LF0211_STAMPING: A 109 1935
 LF0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0211
 LF0211  HISTORY     - Date     Condition        Report By
 LF0211  HISTORY     - 1935     MONUMENTED       CGS
 LF0211
 LF0211                          STATION DESCRIPTION
 LF0211
 LF0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0211'2 MI E FROM CORNING.
 LF0211'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0211'FROM THE STATION AT CORNING, ADAMS COUNTY, AT UNDERPASS 411.84, IN
 LF0211'THE CENTER OF THE TOP OF THE WEST CONCRETE ABUTMENT, 7 FEET SOUTH
 LF0211'OF THE CENTERLINE OF THE SOUTH TRACK, AND 6 INCHES LOWER THAN THE
 LF0211'TRACK.  A STANDARD DISK, STAMPED A 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0109 ***********************************************************************
 NK0109  DESIGNATION -  A 11
 NK0109  PID         -  NK0109
 NK0109  STATE/COUNTY-  IA/TAMA
 NK0109  USGS QUAD   -  GLADBROOK (1971)
 NK0109
 NK0109                         *CURRENT SURVEY CONTROL
 NK0109  ___________________________________________________________________
 NK0109* NAD 83(1986)-  42 11 43.     (N)    092 42 31.     (W)     SCALED    
 NK0109* NAVD 88     -       296.009  (meters)     971.16   (feet)  ADJUSTED  
 NK0109  ___________________________________________________________________
 NK0109  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 NK0109  DYNAMIC HT  -         295.898 (meters)     970.79  (feet)  COMP
 NK0109  MODELED GRAV-     980,238.8   (mgal)                       NAVD 88
 NK0109
 NK0109  VERT ORDER  -  FIRST     CLASS II
 NK0109
 NK0109.The horizontal coordinates were scaled from a topographic map and have
 NK0109.an estimated accuracy of +/- 6 seconds.
 NK0109
 NK0109.The orthometric height was determined by differential leveling
 NK0109.and adjusted by the National Geodetic Survey in June 1991..
 NK0109
 NK0109.The geoid height was determined by GEOID03.
 NK0109
 NK0109.The dynamic height is computed by dividing the NAVD 88
 NK0109.geopotential number by the normal gravity value computed on the
 NK0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0109.degrees latitude (g = 980.6199 gals.).
 NK0109
 NK0109.The modeled gravity was interpolated from observed gravity values.
 NK0109
 NK0109;                    North         East    Units  Estimated Accuracy
 NK0109;SPC IA N     - 1,077,540.    1,565,360.      MT  (+/- 180 meters Scaled)
 NK0109
 NK0109                          SUPERSEDED SURVEY CONTROL
 NK0109
 NK0109  NGVD 29 (??/??/92)  295.993  (m)          971.10   (f) ADJ UNCH    1 2
 NK0109
 NK0109.Superseded values are not recommended for survey control.
 NK0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0109.See file dsdata.txt to determine how the superseded data were derived.
 NK0109
 NK0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG240714(NAD 83)
 NK0109_MARKER: DB = BENCH MARK DISK
 NK0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0109_STAMPING: A 11 1933
 NK0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0109+STABILITY: SURFACE MOTION
 NK0109
 NK0109  HISTORY     - Date     Condition        Report By
 NK0109  HISTORY     - 1933     MONUMENTED       CGS
 NK0109  HISTORY     - 1934     GOOD             NGS
 NK0109
 NK0109                          STATION DESCRIPTION
 NK0109
 NK0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0109'0.8 MI N FROM GLADBROOK.
 NK0109'0.8 MILE NORTH ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0109'GLADBROOK, TAMA COUNTY, AT POLE 302+13, 37 FEET NORTH OF THE
 NK0109'CENTER OF A ROAD CROSSING, AND 45 FEET WEST OF THE CENTERLINE
 NK0109'OF THE TRACK.  A STANDARD DISK, STAMPED A 11 1933 AND SET IN
 NK0109'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0264 ***********************************************************************
 MH0264  DESIGNATION -  A 110
 MH0264  PID         -  MH0264
 MH0264  STATE/COUNTY-  IA/CLARKE
 MH0264  USGS QUAD   -  MURRAY (1983)
 MH0264
 MH0264                         *CURRENT SURVEY CONTROL
 MH0264  ___________________________________________________________________
 MH0264* NAD 83(1986)-  41 02 31.     (N)    093 59 23.     (W)     SCALED    
 MH0264* NAVD 88     -       351.893  (meters)    1154.50   (feet)  ADJUSTED  
 MH0264  ___________________________________________________________________
 MH0264  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 MH0264  DYNAMIC HT  -         351.723 (meters)    1153.94  (feet)  COMP
 MH0264  MODELED GRAV-     980,128.9   (mgal)                       NAVD 88
 MH0264
 MH0264  VERT ORDER  -  SECOND    CLASS 0
 MH0264
 MH0264.The horizontal coordinates were scaled from a topographic map and have
 MH0264.an estimated accuracy of +/- 6 seconds.
 MH0264
 MH0264.The orthometric height was determined by differential leveling
 MH0264.and adjusted by the National Geodetic Survey in June 1991..
 MH0264
 MH0264.The geoid height was determined by GEOID03.
 MH0264
 MH0264.The dynamic height is computed by dividing the NAVD 88
 MH0264.geopotential number by the normal gravity value computed on the
 MH0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0264.degrees latitude (g = 980.6199 gals.).
 MH0264
 MH0264.The modeled gravity was interpolated from observed gravity values.
 MH0264
 MH0264;                    North         East    Units  Estimated Accuracy
 MH0264;SPC IA S     -   115,820.      458,830.      MT  (+/- 180 meters Scaled)
 MH0264
 MH0264                          SUPERSEDED SURVEY CONTROL
 MH0264
 MH0264  NGVD 29 (??/??/92)  351.798  (m)         1154.19   (f) ADJ UNCH    2 0
 MH0264
 MH0264.Superseded values are not recommended for survey control.
 MH0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0264.See file dsdata.txt to determine how the superseded data were derived.
 MH0264
 MH0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF168438(NAD 83)
 MH0264_MARKER: DB = BENCH MARK DISK
 MH0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0264_SP_SET: BRIDGE
 MH0264_STAMPING: A 110 1935
 MH0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0264
 MH0264  HISTORY     - Date     Condition        Report By
 MH0264  HISTORY     - 1935     MONUMENTED       CGS
 MH0264
 MH0264                          STATION DESCRIPTION
 MH0264
 MH0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0264'2 MI W FROM MURRAY.
 MH0264'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0264'FROM THE STATION AT MURRAY, CLARKE COUNTY, AT BRIDGE 372.75, IN
 MH0264'THE TOP OF THE SOUTH END OF THE EAST ABUTMENT, 7 FEET SOUTH OF
 MH0264'THE CENTERLINE OF THE SOUTH TRACK, AND 1 FOOT LOWER THAN THE
 MH0264'TRACK.  A STANDARD DISK, STAMPED A 110 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0243 ***********************************************************************
 MH0243  DESIGNATION -  A 113
 MH0243  PID         -  MH0243
 MH0243  STATE/COUNTY-  IA/WARREN
 MH0243  USGS QUAD   -  PLEASANTVILLE (1965)
 MH0243
 MH0243                         *CURRENT SURVEY CONTROL
 MH0243  ___________________________________________________________________
 MH0243* NAD 83(1986)-  41 23 16.     (N)    093 21 26.     (W)     SCALED    
 MH0243* NAVD 88     -       261.758  (meters)     858.78   (feet)  ADJUSTED  
 MH0243  ___________________________________________________________________
 MH0243  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 MH0243  DYNAMIC HT  -         261.648 (meters)     858.42  (feet)  COMP
 MH0243  MODELED GRAV-     980,196.8   (mgal)                       NAVD 88
 MH0243
 MH0243  VERT ORDER  -  SECOND    CLASS 0
 MH0243
 MH0243.The horizontal coordinates were scaled from a topographic map and have
 MH0243.an estimated accuracy of +/- 6 seconds.
 MH0243
 MH0243.The orthometric height was determined by differential leveling
 MH0243.and adjusted by the National Geodetic Survey in June 1991..
 MH0243
 MH0243.The geoid height was determined by GEOID03.
 MH0243
 MH0243.The dynamic height is computed by dividing the NAVD 88
 MH0243.geopotential number by the normal gravity value computed on the
 MH0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0243.degrees latitude (g = 980.6199 gals.).
 MH0243
 MH0243.The modeled gravity was interpolated from observed gravity values.
 MH0243
 MH0243;                    North         East    Units  Estimated Accuracy
 MH0243;SPC IA S     -   154,120.      511,940.      MT  (+/- 180 meters Scaled)
 MH0243
 MH0243                          SUPERSEDED SURVEY CONTROL
 MH0243
 MH0243  NGVD 29 (??/??/92)  261.728  (m)          858.69   (f) ADJ UNCH    2 0
 MH0243
 MH0243.Superseded values are not recommended for survey control.
 MH0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0243.See file dsdata.txt to determine how the superseded data were derived.
 MH0243
 MH0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF701818(NAD 83)
 MH0243_MARKER: DB = BENCH MARK DISK
 MH0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0243_STAMPING: A 113 1935
 MH0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0243+STABILITY: SURFACE MOTION
 MH0243
 MH0243  HISTORY     - Date     Condition        Report By
 MH0243  HISTORY     - 1935     MONUMENTED       CGS
 MH0243
 MH0243                          STATION DESCRIPTION
 MH0243
 MH0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0243'1.2 MI NW FROM BEECH.
 MH0243'1.2 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0243'RAILROAD FROM THE STATION AT BEECH, 2 POLES SOUTHEAST OF MILEPOST
 MH0243'54, 40 FEET EAST OF THE CENTER OF A ROAD CROSSING, AND 3 FEET
 MH0243'EAST OF A POLE.  A STANDARD DISK, STAMPED A 113 1935 AND SET IN
 MH0243'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0252 ***********************************************************************
 LE0252  DESIGNATION -  A 114
 LE0252  PID         -  LE0252
 LE0252  STATE/COUNTY-  IA/WAYNE
 LE0252  USGS QUAD   -  CORYDON (1982)
 LE0252
 LE0252                         *CURRENT SURVEY CONTROL
 LE0252  ___________________________________________________________________
 LE0252* NAD 83(1986)-  40 47 26.     (N)    093 18 43.     (W)     SCALED    
 LE0252* NAVD 88     -       306.441  (meters)    1005.38   (feet)  ADJUSTED  
 LE0252  ___________________________________________________________________
 LE0252  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LE0252  DYNAMIC HT  -         306.291 (meters)    1004.89  (feet)  COMP
 LE0252  MODELED GRAV-     980,129.0   (mgal)                       NAVD 88
 LE0252
 LE0252  VERT ORDER  -  SECOND    CLASS 0
 LE0252
 LE0252.The horizontal coordinates were scaled from a topographic map and have
 LE0252.an estimated accuracy of +/- 6 seconds.
 LE0252
 LE0252.The orthometric height was determined by differential leveling
 LE0252.and adjusted by the National Geodetic Survey in June 1991..
 LE0252
 LE0252.The geoid height was determined by GEOID03.
 LE0252
 LE0252.The dynamic height is computed by dividing the NAVD 88
 LE0252.geopotential number by the normal gravity value computed on the
 LE0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0252.degrees latitude (g = 980.6199 gals.).
 LE0252
 LE0252.The modeled gravity was interpolated from observed gravity values.
 LE0252
 LE0252;                    North         East    Units  Estimated Accuracy
 LE0252;SPC IA S     -    87,810.      515,870.      MT  (+/- 180 meters Scaled)
 LE0252
 LE0252                          SUPERSEDED SURVEY CONTROL
 LE0252
 LE0252  NGVD 29 (??/??/92)  306.374  (m)         1005.16   (f) ADJ UNCH    2 0
 LE0252
 LE0252.Superseded values are not recommended for survey control.
 LE0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0252.See file dsdata.txt to determine how the superseded data were derived.
 LE0252
 LE0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF736155(NAD 83)
 LE0252_MARKER: DB = BENCH MARK DISK
 LE0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0252_STAMPING: A 114 1935
 LE0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0252+STABILITY: SURFACE MOTION
 LE0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LE0252+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2004
 LE0252
 LE0252  HISTORY     - Date     Condition        Report By
 LE0252  HISTORY     - 1935     MONUMENTED       CGS
 LE0252  HISTORY     - 20040814 GOOD             GEOCAC
 LE0252
 LE0252                          STATION DESCRIPTION
 LE0252
 LE0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0252'4.5 MI S FROM MILLERTON.
 LE0252'4.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0252'RAILROAD FROM THE STATION AT MILLERTON, WAYNE COUNTY, 11 POLES
 LE0252'SOUTH OF MILEPOST 7, AT A PRIVATE-ROAD CROSSING, 30 FEET EAST OF
 LE0252'THE CENTERLINE OF THE TRACK, 12 FEET SOUTH OF THE CENTERLINE OF
 LE0252'THE ROAD, 40 FEET WEST OF THE RIGHT-OF-WAY FENCE, 4 FEET NORTH OF
 LE0252'A CATTLE-GUARD FENCE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 LE0252'STANDARD DISK, STAMPED Q 114 1935 AND SET IN THE TOP OF A
 LE0252'CONCRETE POST.
 LE0252
 LE0252                          STATION RECOVERY (2004)
 LE0252
 LE0252'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 LE0252'LOCATED ALONG THE UNION PACIFIC RAILROAD (FORMER C,RI, AND P) 31 FEET
 LE0252'EAST OF THE CENTER LINE OF THE TRACK (MEASURED PERPENDICULAR TO THE
 LE0252'TRACK), 20 FT SOUTH OF THE CENTER LINE OF THE PRESENT ROAD CROSSING
 LE0252'AND 84 FT NORTH OF A 3/4 MILE POST.
 LE0252'AREA IS OVERGROWN WITH TREES AND BRUSH. MARK WAS UNDER TWO INCHES OF
 LE0252'DIRT.
 LE0252'REFERENCE TO Q114 IN ORIGINAL DATASHEET IS APPARENT TYPOGRAPHICAL
 LE0252'ERROR.  MARK IS A STANDARD DISK, STAMPED A 114 1935 AND SET IN THE TOP
 LE0252'OF A CONCRETE POST.
 LE0252' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0397 ***********************************************************************
 LE0397  DESIGNATION -  A 115
 LE0397  PID         -  LE0397
 LE0397  STATE/COUNTY-  IA/DECATUR
 LE0397  USGS QUAD   -  DAVIS CITY (1981)
 LE0397
 LE0397                         *CURRENT SURVEY CONTROL
 LE0397  ___________________________________________________________________
 LE0397* NAD 83(1986)-  40 40 26.     (N)    093 46 59.     (W)     SCALED    
 LE0397* NAVD 88     -       307.390  (meters)    1008.50   (feet)  ADJUSTED  
 LE0397  ___________________________________________________________________
 LE0397  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 LE0397  DYNAMIC HT  -         307.239 (meters)    1008.00  (feet)  COMP
 LE0397  MODELED GRAV-     980,124.0   (mgal)                       NAVD 88
 LE0397
 LE0397  VERT ORDER  -  SECOND    CLASS 0
 LE0397
 LE0397.The horizontal coordinates were scaled from a topographic map and have
 LE0397.an estimated accuracy of +/- 6 seconds.
 LE0397
 LE0397.The orthometric height was determined by differential leveling
 LE0397.and adjusted by the National Geodetic Survey in June 1991..
 LE0397
 LE0397.The geoid height was determined by GEOID03.
 LE0397
 LE0397.The dynamic height is computed by dividing the NAVD 88
 LE0397.geopotential number by the normal gravity value computed on the
 LE0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0397.degrees latitude (g = 980.6199 gals.).
 LE0397
 LE0397.The modeled gravity was interpolated from observed gravity values.
 LE0397
 LE0397;                    North         East    Units  Estimated Accuracy
 LE0397;SPC IA S     -    74,870.      476,070.      MT  (+/- 180 meters Scaled)
 LE0397
 LE0397                          SUPERSEDED SURVEY CONTROL
 LE0397
 LE0397  NGVD 29 (??/??/92)  307.304  (m)         1008.21   (f) ADJ UNCH    2 0
 LE0397
 LE0397.Superseded values are not recommended for survey control.
 LE0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0397.See file dsdata.txt to determine how the superseded data were derived.
 LE0397
 LE0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF338028(NAD 83)
 LE0397_MARKER: DB = BENCH MARK DISK
 LE0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0397_STAMPING: A 115 1935
 LE0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0397+STABILITY: SURFACE MOTION
 LE0397
 LE0397  HISTORY     - Date     Condition        Report By
 LE0397  HISTORY     - 1935     MONUMENTED       CGS
 LE0397  HISTORY     - 1969     MARK NOT FOUND   NGS
 LE0397
 LE0397                          STATION DESCRIPTION
 LE0397
 LE0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0397'3.1 MI NE FROM DAVIS CITY.
 LE0397'3.1 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0397'RAILROAD FROM THE STATION AT DAVIS CITY, DECATUR COUNTY, AT THE
 LE0397'KOYLE JUNCTION STATION SIGN, AT A ROAD CROSSING, 36 FEET
 LE0397'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 27 FEET SOUTHWEST
 LE0397'OF THE CENTERLINE OF THE ROAD, 8 FEET NORTHWEST OF A POLE,
 LE0397'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LE0397'A 115 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0397
 LE0397                          STATION RECOVERY (1969)
 LE0397
 LE0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LE0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0409 ***********************************************************************
 MH0409  DESIGNATION -  A 117
 MH0409  PID         -  MH0409
 MH0409  STATE/COUNTY-  IA/POLK
 MH0409  USGS QUAD   -  DES MOINES SW (1976)
 MH0409
 MH0409                         *CURRENT SURVEY CONTROL
 MH0409  ___________________________________________________________________
 MH0409* NAD 83(1986)-  41 31 35.     (N)    093 40 01.     (W)     SCALED    
 MH0409* NAVD 88     -       273.377  (meters)     896.90   (feet)  POSTED    
 MH0409  ___________________________________________________________________
 MH0409  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 MH0409  DYNAMIC HT  -         273.260 (meters)     896.52  (feet)  COMP
 MH0409  MODELED GRAV-     980,181.8   (mgal)                       NAVD 88
 MH0409
 MH0409  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0409
 MH0409.The horizontal coordinates were scaled from a topographic map and have
 MH0409.an estimated accuracy of +/- 6 seconds.
 MH0409
 MH0409.The orthometric height was determined by differential leveling
 MH0409.and adjusted by the National Geodetic Survey in 1992..
 MH0409.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0409.rate of 0.0 thru 1.0 mm/km.
 MH0409
 MH0409.The geoid height was determined by GEOID03.
 MH0409
 MH0409.The dynamic height is computed by dividing the NAVD 88
 MH0409.geopotential number by the normal gravity value computed on the
 MH0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0409.degrees latitude (g = 980.6199 gals.).
 MH0409
 MH0409.The modeled gravity was interpolated from observed gravity values.
 MH0409
 MH0409;                    North         East    Units  Estimated Accuracy
 MH0409;SPC IA S     -   169,520.      486,070.      MT  (+/- 180 meters Scaled)
 MH0409
 MH0409                          SUPERSEDED SURVEY CONTROL
 MH0409
 MH0409  NGVD 29 (??/??/92)  273.342  (m)          896.79   (f) ADJ UNCH    2 0
 MH0409
 MH0409.Superseded values are not recommended for survey control.
 MH0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0409.See file dsdata.txt to determine how the superseded data were derived.
 MH0409
 MH0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF443974(NAD 83)
 MH0409_MARKER: DB = BENCH MARK DISK
 MH0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0409_STAMPING: A-117 1935
 MH0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0409+STABILITY: SURFACE MOTION
 MH0409
 MH0409  HISTORY     - Date     Condition        Report By
 MH0409  HISTORY     - 1935     MONUMENTED       CGS
 MH0409  HISTORY     - 1953     GOOD             NGS
 MH0409
 MH0409                          STATION DESCRIPTION
 MH0409
 MH0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0409'6 MI S FROM DES MOINES.
 MH0409'6.0 MILES SOUTH OF ROCK ISLAND RWY BRIDGE OVER DES MOINES
 MH0409'RIVER AT THE STATION MARK WAS RECOVERED IN GOOD CONDITION.
 MH0409'THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTION-- THE
 MH0409'BRIDGE AND TRACK MENTIONED IN THE ORIGINAL DESCRIPTION
 MH0409'HAVE BEEN REMOVED.  THE BED OF THE ABANDONED RAILROAD CAN
 MH0409'STILL BE SEEN AND PILINGS FROM THE OLD BRIDGE ARE THERE.
 MH0409'NOTE-- ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT 28
 MH0409'HIWAY UNDERPASS 6.05.  SET IN POST ON SOUTH SIDE OF THE HIWAY
 MH0409'AT THE SOUTHEAST FENCE CORNER, 36 FT EAST OF CENTERLINE OF THE
 MH0409'TRACKS AND ABOUT LEVEL WITH RAILS.
 MH0409
 MH0409                          STATION RECOVERY (1953)
 MH0409
 MH0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 MH0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0374 ***********************************************************************
 LE0374  DESIGNATION -  A 118=27 61
 LE0374  PID         -  LE0374
 LE0374  STATE/COUNTY-  IA/DECATUR
 LE0374  USGS QUAD   -  GARDEN GROVE SW (1965)
 LE0374
 LE0374                         *CURRENT SURVEY CONTROL
 LE0374  ___________________________________________________________________
 LE0374* NAD 83(1986)-  40 45 11.     (N)    093 38 39.     (W)     SCALED    
 LE0374* NAVD 88     -       278.818  (meters)     914.76   (feet)  ADJUSTED  
 LE0374  ___________________________________________________________________
 LE0374  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 LE0374  DYNAMIC HT  -         278.682 (meters)     914.31  (feet)  COMP
 LE0374  MODELED GRAV-     980,131.3   (mgal)                       NAVD 88
 LE0374
 LE0374  VERT ORDER  -  SECOND    CLASS 0
 LE0374
 LE0374.The horizontal coordinates were scaled from a topographic map and have
 LE0374.an estimated accuracy of +/- 6 seconds.
 LE0374
 LE0374.The orthometric height was determined by differential leveling
 LE0374.and adjusted by the National Geodetic Survey in June 1991..
 LE0374
 LE0374.The geoid height was determined by GEOID03.
 LE0374
 LE0374.The dynamic height is computed by dividing the NAVD 88
 LE0374.geopotential number by the normal gravity value computed on the
 LE0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0374.degrees latitude (g = 980.6199 gals.).
 LE0374
 LE0374.The modeled gravity was interpolated from observed gravity values.
 LE0374
 LE0374;                    North         East    Units  Estimated Accuracy
 LE0374;SPC IA S     -    83,640.      487,830.      MT  (+/- 180 meters Scaled)
 LE0374
 LE0374                          SUPERSEDED SURVEY CONTROL
 LE0374
 LE0374  NGVD 29 (??/??/92)  278.736  (m)          914.49   (f) ADJ UNCH    2 0
 LE0374
 LE0374.Superseded values are not recommended for survey control.
 LE0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0374.See file dsdata.txt to determine how the superseded data were derived.
 LE0374
 LE0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF456115(NAD 83)
 LE0374_MARKER: DB = BENCH MARK DISK
 LE0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0374_STAMPING: A 118 27-60 1935
 LE0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0374+STABILITY: SURFACE MOTION
 LE0374
 LE0374  HISTORY     - Date     Condition        Report By
 LE0374  HISTORY     - 1935     MONUMENTED       CGS
 LE0374
 LE0374                          STATION DESCRIPTION
 LE0374
 LE0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0374'2.7 MI W FROM HIGH POINT.
 LE0374'2.7 MILES WEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LE0374'STATE HIGHWAY 204 AT HIGH POINT, DECATUR COUNTY, 0.2 MILE EAST
 LE0374'OF THE JUNCTION OF A ROAD LEADING SOUTH, AT A TWO-STORY FARMHOUSE
 LE0374'SOUTH OF THE HIGHWAY, 25 FEET WEST OF THE CENTERLINE OF THE
 LE0374'DRIVEWAY, AND 3 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 LE0374'YARD.  A STATE SURVEY STANDARD DISK, STAMPED A 118 27-60 1935
 LE0374'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0238 ***********************************************************************
 LE0238  DESIGNATION -  A 119
 LE0238  PID         -  LE0238
 LE0238  STATE/COUNTY-  IA/APPANOOSE
 LE0238  USGS QUAD   -  SEYMOUR EAST (1979)
 LE0238
 LE0238                         *CURRENT SURVEY CONTROL
 LE0238  ___________________________________________________________________
 LE0238* NAD 83(1986)-  40 40 22.     (N)    093 05 34.     (W)     SCALED    
 LE0238* NAVD 88     -       323.768  (meters)    1062.23   (feet)  ADJUSTED  
 LE0238  ___________________________________________________________________
 LE0238  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 LE0238  DYNAMIC HT  -         323.608 (meters)    1061.70  (feet)  COMP
 LE0238  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 LE0238
 LE0238  VERT ORDER  -  SECOND    CLASS 0
 LE0238
 LE0238.The horizontal coordinates were scaled from a topographic map and have
 LE0238.an estimated accuracy of +/- 6 seconds.
 LE0238
 LE0238.The orthometric height was determined by differential leveling
 LE0238.and adjusted by the National Geodetic Survey in June 1991..
 LE0238
 LE0238.The geoid height was determined by GEOID03.
 LE0238
 LE0238.The dynamic height is computed by dividing the NAVD 88
 LE0238.geopotential number by the normal gravity value computed on the
 LE0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0238.degrees latitude (g = 980.6199 gals.).
 LE0238
 LE0238.The modeled gravity was interpolated from observed gravity values.
 LE0238
 LE0238;                    North         East    Units  Estimated Accuracy
 LE0238;SPC IA S     -    74,790.      534,430.      MT  (+/- 180 meters Scaled)
 LE0238
 LE0238                          SUPERSEDED SURVEY CONTROL
 LE0238
 LE0238  NGVD 29 (??/??/92)  323.696  (m)         1061.99   (f) ADJ UNCH    2 0
 LE0238
 LE0238.Superseded values are not recommended for survey control.
 LE0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0238.See file dsdata.txt to determine how the superseded data were derived.
 LE0238
 LE0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF921024(NAD 83)
 LE0238_MARKER: DB = BENCH MARK DISK
 LE0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0238_SP_SET: CULVERT
 LE0238_STAMPING: A 119 1935
 LE0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0238
 LE0238  HISTORY     - Date     Condition        Report By
 LE0238  HISTORY     - 1935     MONUMENTED       CGS
 LE0238  HISTORY     - 20060812 GOOD             GEOCAC
 LE0238
 LE0238                          STATION DESCRIPTION
 LE0238
 LE0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0238'1.7 MI E FROM SEYMOUR.
 LE0238'IN APPANOOSE COUNTY, ABOUT 1.7 MILES EAST ALONG THE CHICAGO,
 LE0238'ROCK ISLAND AND PACIFIC RAILWAY FROM THE STATION AT SEYMOUR,
 LE0238'WAYNE COUNTY, ABOUT 6 POLES WEST OF MILEPOST 350, ABOUT 2 POLES
 LE0238'WEST OF A ROAD CROSSING, AT A 4-BY 6- FOOT CONCRETE BOX CULVERT,
 LE0238'IN THE CENTER OF THE TOP OF THE NORTH HEAD WALL, 18 FEET NORTH
 LE0238'OF THE CENTERLINE OF THE TRACK, AND ABOUT 7 FEET LOWER THAN THE
 LE0238'TRACK.  A STANDARD DISK, STAMPED A 119 1935.
 LE0238
 LE0238                          STATION RECOVERY (2006)
 LE0238
 LE0238'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LE0238'FROM THE WAYNE-APPANOOSE COUNTY LINE GO EAST ON PAVED ROAD J46 FOR 0.2
 LE0238'MILE TO GRAVEL ROAD 102 STREET, THENCE SOUTH 0.6 MILE TO FORMER
 LE0238'RAILROAD WHICH HAS BEEN DISMANTLED BUT IS QUITE DISCERNABLE, THENCE
 LE0238'WEST 240 FEET TO CULVERT. DISK IS IN NORTH HEADWALL ABOUT 8 INCHES
 LE0238'WEST OF CENTER, HANDHELD COORDINATES N40 40 22.6 W093 05 33.5, SKY
 LE0238'PARTIALLY OBSTRUCTED BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0597 ***********************************************************************
 NJ0597  DESIGNATION -  A 12
 NJ0597  PID         -  NJ0597
 NJ0597  STATE/COUNTY-  IA/FAYETTE
 NJ0597  USGS QUAD   -  MAYNARD (1981)
 NJ0597
 NJ0597                         *CURRENT SURVEY CONTROL
 NJ0597  ___________________________________________________________________
 NJ0597* NAD 83(1986)-  42 51 41.     (N)    091 53 05.     (W)     SCALED    
 NJ0597* NAVD 88     -       337.762  (meters)    1108.14   (feet)  ADJUSTED  
 NJ0597  ___________________________________________________________________
 NJ0597  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 NJ0597  DYNAMIC HT  -         337.666 (meters)    1107.83  (feet)  COMP
 NJ0597  MODELED GRAV-     980,327.0   (mgal)                       NAVD 88
 NJ0597
 NJ0597  VERT ORDER  -  FIRST     CLASS II
 NJ0597
 NJ0597.The horizontal coordinates were scaled from a topographic map and have
 NJ0597.an estimated accuracy of +/- 6 seconds.
 NJ0597
 NJ0597.The orthometric height was determined by differential leveling
 NJ0597.and adjusted by the National Geodetic Survey in June 1991..
 NJ0597
 NJ0597.The geoid height was determined by GEOID03.
 NJ0597
 NJ0597.The dynamic height is computed by dividing the NAVD 88
 NJ0597.geopotential number by the normal gravity value computed on the
 NJ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0597.degrees latitude (g = 980.6199 gals.).
 NJ0597
 NJ0597.The modeled gravity was interpolated from observed gravity values.
 NJ0597
 NJ0597;                    North         East    Units  Estimated Accuracy
 NJ0597;SPC IA N     - 1,152,480.    1,631,990.      MT  (+/- 180 meters Scaled)
 NJ0597
 NJ0597                          SUPERSEDED SURVEY CONTROL
 NJ0597
 NJ0597  NGVD 29 (??/??/92)  337.788  (m)         1108.23   (f) ADJ UNCH    1 2
 NJ0597
 NJ0597.Superseded values are not recommended for survey control.
 NJ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0597.See file dsdata.txt to determine how the superseded data were derived.
 NJ0597
 NJ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH911460(NAD 83)
 NJ0597_MARKER: DB = BENCH MARK DISK
 NJ0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0597_STAMPING: A 12 1933
 NJ0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0597+STABILITY: SURFACE MOTION
 NJ0597
 NJ0597  HISTORY     - Date     Condition        Report By
 NJ0597  HISTORY     - 1933     MONUMENTED       CGS
 NJ0597  HISTORY     - 1934     GOOD             NGS
 NJ0597  HISTORY     - 1983     GOOD             IAHD
 NJ0597
 NJ0597                          STATION DESCRIPTION
 NJ0597
 NJ0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0597'AT RANDALIA.
 NJ0597'AT RANDALIA, FAYETTE COUNTY, 619 FEET SOUTH OF THE CHICAGO, ROCK
 NJ0597'ISLAND AND PACIFIC RAILWAY STATION, 549 YARDS NORTH OF MILEPOST
 NJ0597'66, 45 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 34 FEET
 NJ0597'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 93.  A STANDARD DISK,
 NJ0597'STAMPED A 12 1933 AND SET IN THE TOP OF A CONCRETE POST.
 NJ0597
 NJ0597                          STATION RECOVERY (1983)
 NJ0597
 NJ0597'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1983
 NJ0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0207 ***********************************************************************
 LE0207  DESIGNATION -  A 120
 LE0207  PID         -  LE0207
 LE0207  STATE/COUNTY-  IA/APPANOOSE
 LE0207  USGS QUAD   -  UNIONVILLE (1968)
 LE0207
 LE0207                         *CURRENT SURVEY CONTROL
 LE0207  ___________________________________________________________________
 LE0207* NAD 83(1986)-  40 46 59.     (N)    092 44 52.     (W)     SCALED    
 LE0207* NAVD 88     -       303.513  (meters)     995.78   (feet)  POSTED    
 LE0207  ___________________________________________________________________
 LE0207  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LE0207  DYNAMIC HT  -         303.370 (meters)     995.31  (feet)  COMP
 LE0207  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 LE0207
 LE0207  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LE0207
 LE0207.The horizontal coordinates were scaled from a topographic map and have
 LE0207.an estimated accuracy of +/- 6 seconds.
 LE0207
 LE0207.The orthometric height was determined by differential leveling
 LE0207.and adjusted by the National Geodetic Survey in 1992..
 LE0207.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LE0207.rate of 2.1 thru 3.0 mm/km.
 LE0207
 LE0207.The geoid height was determined by GEOID03.
 LE0207
 LE0207.The dynamic height is computed by dividing the NAVD 88
 LE0207.geopotential number by the normal gravity value computed on the
 LE0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0207.degrees latitude (g = 980.6199 gals.).
 LE0207
 LE0207.The modeled gravity was interpolated from observed gravity values.
 LE0207
 LE0207;                    North         East    Units  Estimated Accuracy
 LE0207;SPC IA S     -    87,230.      563,490.      MT  (+/- 180 meters Scaled)
 LE0207
 LE0207                          SUPERSEDED SURVEY CONTROL
 LE0207
 LE0207  NGVD 29 (??/??/92)  303.460  (m)          995.60   (f) ADJ UNCH    2 0
 LE0207
 LE0207.Superseded values are not recommended for survey control.
 LE0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0207.See file dsdata.txt to determine how the superseded data were derived.
 LE0207
 LE0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF212147(NAD 83)
 LE0207_MARKER: DB = BENCH MARK DISK
 LE0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0207_STAMPING: A 120 1935
 LE0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0207+STABILITY: SURFACE MOTION
 LE0207
 LE0207  HISTORY     - Date     Condition        Report By
 LE0207  HISTORY     - 1935     MONUMENTED       CGS
 LE0207  HISTORY     - 1965     POOR             USGS
 LE0207
 LE0207                          STATION DESCRIPTION
 LE0207
 LE0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0207'0.6 MI NW FROM UDELL.
 LE0207'0.6 MILE NORTHWEST ALONG THE WABASH RAILROAD FROM THE STATION AT
 LE0207'UDELL, APPANOOSE COUNTY, 21 POLES SOUTHEAST OF MILEPOST 252, AT
 LE0207'A ROAD CROSSING, 60 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 LE0207'25 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 5 FEET SOUTHWEST
 LE0207'OF THE RIGHT-OF-WAY FENCE, AND 4 FEET LOWER THAN THE TRACK.  A
 LE0207'STANDARD DISK, STAMPED A 120 1935 AND SET IN THE TOP OF A CONCRETE
 LE0207'POST.
 LE0207
 LE0207                          STATION RECOVERY (1965)
 LE0207
 LE0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LE0207'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0008 ***********************************************************************
 LE0008  DESIGNATION -  A 121
 LE0008  PID         -  LE0008
 LE0008  STATE/COUNTY-  IA/DAVIS
 LE0008  USGS QUAD   -  BLOOMFIELD SOUTH (1979)
 LE0008
 LE0008                         *CURRENT SURVEY CONTROL
 LE0008  ___________________________________________________________________
 LE0008* NAD 83(1986)-  40 43 07.     (N)    092 22 46.     (W)     SCALED    
 LE0008* NAVD 88     -       265.588  (meters)     871.35   (feet)  ADJUSTED  
 LE0008  ___________________________________________________________________
 LE0008  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 LE0008  DYNAMIC HT  -         265.458 (meters)     870.92  (feet)  COMP
 LE0008  MODELED GRAV-     980,126.9   (mgal)                       NAVD 88
 LE0008
 LE0008  VERT ORDER  -  SECOND    CLASS 0
 LE0008
 LE0008.The horizontal coordinates were scaled from a topographic map and have
 LE0008.an estimated accuracy of +/- 6 seconds.
 LE0008
 LE0008.The orthometric height was determined by differential leveling
 LE0008.and adjusted by the National Geodetic Survey in June 1991..
 LE0008
 LE0008.The geoid height was determined by GEOID03.
 LE0008
 LE0008.The dynamic height is computed by dividing the NAVD 88
 LE0008.geopotential number by the normal gravity value computed on the
 LE0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0008.degrees latitude (g = 980.6199 gals.).
 LE0008
 LE0008.The modeled gravity was interpolated from observed gravity values.
 LE0008
 LE0008;                    North         East    Units  Estimated Accuracy
 LE0008;SPC IA S     -    80,410.      594,670.      MT  (+/- 180 meters Scaled)
 LE0008
 LE0008                          SUPERSEDED SURVEY CONTROL
 LE0008
 LE0008  NGVD 29 (??/??/92)  265.564  (m)          871.27   (f) ADJ UNCH    2 0
 LE0008
 LE0008.Superseded values are not recommended for survey control.
 LE0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0008.See file dsdata.txt to determine how the superseded data were derived.
 LE0008
 LE0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF524077(NAD 83)
 LE0008_MARKER: DB = BENCH MARK DISK
 LE0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0008_STAMPING: A 121 1935
 LE0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0008+STABILITY: SURFACE MOTION
 LE0008
 LE0008  HISTORY     - Date     Condition        Report By
 LE0008  HISTORY     - 1935     MONUMENTED       CGS
 LE0008  HISTORY     - 1943     GOOD             NGS
 LE0008  HISTORY     - 1969     POOR             NGS
 LE0008  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 LE0008
 LE0008                          STATION DESCRIPTION
 LE0008
 LE0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0008'3 MI SE FROM BLOOMFIELD.
 LE0008'3.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0008'RAILROAD FROM THE STATION AT BLOOMFIELD, DAVIS COUNTY, AT
 LE0008'STEUBEN, AT POLE 81+06, NEAR THE STATION, 90 FEET SOUTHEAST OF A
 LE0008'ROAD CROSSING, 65 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LE0008'TRACK, 35 FEET EAST OF THE CENTERLINE OF THE ROAD, 17 FEET WEST
 LE0008'AND 2 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER, AND ABOUT 2
 LE0008'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 121 1935
 LE0008'AND SET IN THE TOP OF A CONCRETE POST.
 LE0008
 LE0008                          STATION RECOVERY (1969)
 LE0008
 LE0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LE0008'MARK RECOVERED IN POOR CONDITION.
 LE0008
 LE0008                          STATION RECOVERY (2000)
 LE0008
 LE0008'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LE0008'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0654 ***********************************************************************
 LD0654  DESIGNATION -  A 122
 LD0654  PID         -  LD0654
 LD0654  STATE/COUNTY-  IA/LEE
 LD0654  USGS QUAD   -  DONNELLSON (1968)
 LD0654
 LD0654                         *CURRENT SURVEY CONTROL
 LD0654  ___________________________________________________________________
 LD0654* NAD 83(1986)-  40 38 33.     (N)    091 37 12.     (W)     SCALED    
 LD0654* NAVD 88     -       215.470  (meters)     706.92   (feet)  ADJUSTED  
 LD0654  ___________________________________________________________________
 LD0654  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LD0654  DYNAMIC HT  -         215.366 (meters)     706.58  (feet)  COMP
 LD0654  MODELED GRAV-     980,138.1   (mgal)                       NAVD 88
 LD0654
 LD0654  VERT ORDER  -  SECOND    CLASS 0
 LD0654
 LD0654.The horizontal coordinates were scaled from a topographic map and have
 LD0654.an estimated accuracy of +/- 6 seconds.
 LD0654
 LD0654.The orthometric height was determined by differential leveling
 LD0654.and adjusted by the National Geodetic Survey in June 1991..
 LD0654
 LD0654.The geoid height was determined by GEOID03.
 LD0654
 LD0654.The dynamic height is computed by dividing the NAVD 88
 LD0654.geopotential number by the normal gravity value computed on the
 LD0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0654.degrees latitude (g = 980.6199 gals.).
 LD0654
 LD0654.The modeled gravity was interpolated from observed gravity values.
 LD0654
 LD0654;                    North         East    Units  Estimated Accuracy
 LD0654;SPC IA S     -    73,070.      659,010.      MT  (+/- 180 meters Scaled)
 LD0654
 LD0654                          SUPERSEDED SURVEY CONTROL
 LD0654
 LD0654  NGVD 29 (??/??/92)  215.494  (m)          707.00   (f) ADJ UNCH    2 0
 LD0654
 LD0654.Superseded values are not recommended for survey control.
 LD0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0654.See file dsdata.txt to determine how the superseded data were derived.
 LD0654
 LD0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE166999(NAD 83)
 LD0654_MARKER: DB = BENCH MARK DISK
 LD0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0654_STAMPING: A 122 1935
 LD0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0654+STABILITY: SURFACE MOTION
 LD0654
 LD0654  HISTORY     - Date     Condition        Report By
 LD0654  HISTORY     - 1935     MONUMENTED       CGS
 LD0654  HISTORY     - 1982     GOOD             NGS
 LD0654  HISTORY     - 20000324 GOOD             AERSVC
 LD0654
 LD0654                          STATION DESCRIPTION
 LD0654
 LD0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0654'AT WARREN.
 LD0654'AT WARREN, LEE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LD0654'RAILROAD, 90 FEET EAST OF THE STATION, 3 POLES WEST OF MILEPOST
 LD0654'36, AT A PRIVATE-ROAD CROSSING, 27 FEET SOUTH OF THE CENTERLINE
 LD0654'OF THE TRACK, 21 FEET EAST OF THE CENTERLINE OF THE ROAD, 5 FEET
 LD0654'EAST OF A POWERLINE POLE, AND LEVEL WITH THE TRACK.  A STANDARD
 LD0654'DISK, STAMPED A 122 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LD0654
 LD0654                          STATION RECOVERY (1982)
 LD0654
 LD0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LD0654'4.83 KM (3.1 MI) WEST ALONG STATE HIGHWAY 2, FROM THE JUNCTION WITH
 LD0654'U.S. HIGHWAY 218 AT DONNELLSON THENCE 0.40 KM (0.25 MI) NORTH ALONG A
 LD0654'GRAVELED ROAD TO AN OVERHEAD POWERLINE CROSSING AND THE MARK ABOUT
 LD0654'235 M (250 YDS) EAST OF THE ROAD, AT THE 3RD POWERLINE POLE EAST OF
 LD0654'THE ROAD, 6.55 M (21.5 FT) EAST OF A FENCE CORNER, 1.5 M ( 5.0 FT)
 LD0654'EAST OF THE POWERLINE POLE, 0.61 M (2 FT) NORTH OF A FENCE. NEITHER
 LD0654'THE RAILROAD NOR THE TOWN OF WARREN EXIST ANYMORE.
 LD0654
 LD0654                          STATION RECOVERY (2000)
 LD0654
 LD0654'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LD0654'ACCESS MAY BE DIFFICULT, MONUMENT IS LOCATED IN FARM FIELD, 5 FT EAST
 LD0654'OF THE 3RD POWR POLE EAST OF 150TH AVE. .2 MILE NORTH OF HWY 2 NORTH
 LD0654'OF A DIRT/GRASS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0028 ***********************************************************************
 LE0028  DESIGNATION -  A 124
 LE0028  PID         -  LE0028
 LE0028  STATE/COUNTY-  IA/WAPELLO
 LE0028  USGS QUAD   -  AGENCY (1976)
 LE0028
 LE0028                         *CURRENT SURVEY CONTROL
 LE0028  ___________________________________________________________________
 LE0028* NAD 83(1986)-  40 59 34.     (N)    092 20 12.     (W)     SCALED    
 LE0028* NAVD 88     -       232.460  (meters)     762.66   (feet)  ADJUSTED  
 LE0028  ___________________________________________________________________
 LE0028  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 LE0028  DYNAMIC HT  -         232.354 (meters)     762.31  (feet)  COMP
 LE0028  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 LE0028
 LE0028  VERT ORDER  -  SECOND    CLASS 0
 LE0028
 LE0028.The horizontal coordinates were scaled from a topographic map and have
 LE0028.an estimated accuracy of +/- 6 seconds.
 LE0028
 LE0028.The orthometric height was determined by differential leveling
 LE0028.and adjusted by the National Geodetic Survey in June 1991..
 LE0028
 LE0028.The geoid height was determined by GEOID03.
 LE0028
 LE0028.The dynamic height is computed by dividing the NAVD 88
 LE0028.geopotential number by the normal gravity value computed on the
 LE0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0028.degrees latitude (g = 980.6199 gals.).
 LE0028
 LE0028.The modeled gravity was interpolated from observed gravity values.
 LE0028
 LE0028;                    North         East    Units  Estimated Accuracy
 LE0028;SPC IA S     -   110,900.      597,880.      MT  (+/- 180 meters Scaled)
 LE0028
 LE0028                          SUPERSEDED SURVEY CONTROL
 LE0028
 LE0028  NGVD 29 (??/??/92)  232.486  (m)          762.75   (f) ADJ UNCH    2 0
 LE0028
 LE0028.Superseded values are not recommended for survey control.
 LE0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0028.See file dsdata.txt to determine how the superseded data were derived.
 LE0028
 LE0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF557381(NAD 83)
 LE0028_MARKER: DB = BENCH MARK DISK
 LE0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0028_STAMPING: A 124 1935
 LE0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0028+STABILITY: SURFACE MOTION
 LE0028
 LE0028  HISTORY     - Date     Condition        Report By
 LE0028  HISTORY     - 1935     MONUMENTED       CGS
 LE0028  HISTORY     - 1955     MARK NOT FOUND   NGS
 LE0028
 LE0028                          STATION DESCRIPTION
 LE0028
 LE0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LE0028'1.6 MI W FROM AGENCY CITY.
 LE0028'1.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0028'FROM THE STATION AT AGENCY CITY, WAPELLO COUNTY, AT THE EAST END
 LE0028'OF A CUT, 10 FEET EAST OF UNDERPASS 275.19, 24 FEET SOUTH OF THE
 LE0028'CENTERLINE OF THE SOUTH TRACK, AND ABOUT 1 FOOT HIGHER THAN THE
 LE0028'TRACK.  A STANDARD DISK, STAMPED A 124 1935 AND SET IN THE TOP
 LE0028'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0600 ***********************************************************************
 LD0600  DESIGNATION -  A 125
 LD0600  PID         -  LD0600
 LD0600  STATE/COUNTY-  IA/HENRY
 LD0600  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0600
 LD0600                         *CURRENT SURVEY CONTROL
 LD0600  ___________________________________________________________________
 LD0600* NAD 83(1986)-  40 58 35.     (N)    091 36 46.     (W)     SCALED    
 LD0600* NAVD 88     -       216.089  (meters)     708.95   (feet)  ADJUSTED  
 LD0600  ___________________________________________________________________
 LD0600  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0600  DYNAMIC HT  -         215.992 (meters)     708.63  (feet)  COMP
 LD0600  MODELED GRAV-     980,170.6   (mgal)                       NAVD 88
 LD0600
 LD0600  VERT ORDER  -  SECOND    CLASS 0
 LD0600
 LD0600.The horizontal coordinates were scaled from a topographic map and have
 LD0600.an estimated accuracy of +/- 6 seconds.
 LD0600
 LD0600.The orthometric height was determined by differential leveling
 LD0600.and adjusted by the National Geodetic Survey in June 1991..
 LD0600
 LD0600.The geoid height was determined by GEOID03.
 LD0600
 LD0600.The dynamic height is computed by dividing the NAVD 88
 LD0600.geopotential number by the normal gravity value computed on the
 LD0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0600.degrees latitude (g = 980.6199 gals.).
 LD0600
 LD0600.The modeled gravity was interpolated from observed gravity values.
 LD0600
 LD0600;                    North         East    Units  Estimated Accuracy
 LD0600;SPC IA S     -   110,150.      658,820.      MT  (+/- 180 meters Scaled)
 LD0600
 LD0600                          SUPERSEDED SURVEY CONTROL
 LD0600
 LD0600  NGVD 29 (??/??/92)  216.13   (m)          709.1    (f) COMPUTED    2 0
 LD0600
 LD0600.Superseded values are not recommended for survey control.
 LD0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0600.See file dsdata.txt to determine how the superseded data were derived.
 LD0600
 LD0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF167370(NAD 83)
 LD0600_MARKER: DB = BENCH MARK DISK
 LD0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0600_STAMPING: A-125 1935
 LD0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0600+STABILITY: SURFACE MOTION
 LD0600
 LD0600  HISTORY     - Date     Condition        Report By
 LD0600  HISTORY     - 1935     MONUMENTED       CGS
 LD0600  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 LD0600
 LD0600                          STATION DESCRIPTION
 LD0600
 LD0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0600'3.3 MI W FROM MT PLEASANT.
 LD0600'ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT UNDERPASS
 LD0600'236.60.  SET ON THE SOUTHWEST CORNER OF THE NORTHWEST CONCRETE
 LD0600'FOUNDATION OF PEDESTAL OF BRIDGE, 9 FEET NORTH OF THE CENTER LINE
 LD0600'OF THE NORTH TRACKS AT RAIL LEVEL.
 LD0600
 LD0600                          STATION RECOVERY (2000)
 LD0600
 LD0600'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LD0600'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0601 ***********************************************************************
 LD0601  DESIGNATION -  A 125 RESET
 LD0601  PID         -  LD0601
 LD0601  STATE/COUNTY-  IA/HENRY
 LD0601  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0601
 LD0601                         *CURRENT SURVEY CONTROL
 LD0601  ___________________________________________________________________
 LD0601* NAD 83(1986)-  40 58 30.     (N)    091 36 48.     (W)     SCALED    
 LD0601* NAVD 88     -       216.31   (meters)     709.7    (feet)  RESET     
 LD0601  ___________________________________________________________________
 LD0601  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0601
 LD0601  VERT ORDER  -  THIRD
 LD0601
 LD0601.The horizontal coordinates were scaled from a topographic map and have
 LD0601.an estimated accuracy of +/- 6 seconds.
 LD0601
 LD0601.The orthometric height was computed from unverified reset data.
 LD0601
 LD0601.The geoid height was determined by GEOID03.
 LD0601
 LD0601;                    North         East    Units  Estimated Accuracy
 LD0601;SPC IA S     -   109,990.      658,780.      MT  (+/- 180 meters Scaled)
 LD0601
 LD0601                          SUPERSEDED SURVEY CONTROL
 LD0601
 LD0601  NGVD 29 (??/??/92)  216.363  (m)          709.85   (f) ADJ UNCH    2 0
 LD0601
 LD0601.Superseded values are not recommended for survey control.
 LD0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0601.See file dsdata.txt to determine how the superseded data were derived.
 LD0601
 LD0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF166369(NAD 83)
 LD0601_MARKER: DB = BENCH MARK DISK
 LD0601_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0601_SP_SET: PIER
 LD0601_STAMPING: A 125 RESET 1936
 LD0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0601
 LD0601  HISTORY     - Date     Condition        Report By
 LD0601  HISTORY     - 1936     MONUMENTED       CGS
 LD0601  HISTORY     - 1938     GOOD             IAGS
 LD0601
 LD0601                          STATION DESCRIPTION
 LD0601
 LD0601'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1938
 LD0601'3.3 MI W FROM MT PLEASANT.
 LD0601'3.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0601'FROM THE STATION AT MT. PLEASANT, HENRY COUNTY, AT UNDERPASS
 LD0601'236.60, IN THE TOP OF THE SOUTHWEST CORNER OF THE FOUNDATION
 LD0601'OF THE WEST COLUMN OF THE NORTH PIER, 16.5 FEET NORTH OF THE
 LD0601'CENTERLINE OF THE NORTH TRACK, AND 6 INCHES HIGHER THAN THE
 LD0601'TRACK.  A STANDARD DISK, STAMPED A 125 RESET 1936.  NOTE-- ITS
 LD0601'ELEVATION IS DERIVED FROM THE RELEVELING OF 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0532 ***********************************************************************
 LD0532  DESIGNATION -  A 126
 LD0532  PID         -  LD0532
 LD0532  STATE/COUNTY-  IA/DES MOINES
 LD0532  USGS QUAD   -  BURLINGTON (1979)
 LD0532
 LD0532                         *CURRENT SURVEY CONTROL
 LD0532  ___________________________________________________________________
 LD0532* NAD 83(1986)-  40 48 11.     (N)    091 06 07.     (W)     SCALED    
 LD0532* NAVD 88     -       166.239  (meters)     545.40   (feet)  ADJUSTED  
 LD0532  ___________________________________________________________________
 LD0532  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0532  DYNAMIC HT  -         166.162 (meters)     545.15  (feet)  COMP
 LD0532  MODELED GRAV-     980,161.8   (mgal)                       NAVD 88
 LD0532
 LD0532  VERT ORDER  -  SECOND    CLASS 0
 LD0532
 LD0532.The horizontal coordinates were scaled from a topographic map and have
 LD0532.an estimated accuracy of +/- 6 seconds.
 LD0532
 LD0532.The orthometric height was determined by differential leveling
 LD0532.and adjusted by the National Geodetic Survey in June 1991..
 LD0532
 LD0532.The geoid height was determined by GEOID03.
 LD0532
 LD0532.The dynamic height is computed by dividing the NAVD 88
 LD0532.geopotential number by the normal gravity value computed on the
 LD0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0532.degrees latitude (g = 980.6199 gals.).
 LD0532
 LD0532.The modeled gravity was interpolated from observed gravity values.
 LD0532
 LD0532;                    North         East    Units  Estimated Accuracy
 LD0532;SPC IA S     -    91,970.      702,330.      MT  (+/- 180 meters Scaled)
 LD0532
 LD0532                          SUPERSEDED SURVEY CONTROL
 LD0532
 LD0532  NGVD 29 (??/??/92)  166.300  (m)          545.60   (f) ADJ UNCH    2 0
 LD0532
 LD0532.Superseded values are not recommended for survey control.
 LD0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0532.See file dsdata.txt to determine how the superseded data were derived.
 LD0532
 LD0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF601186(NAD 83)
 LD0532_MARKER: DD = SURVEY DISK
 LD0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0532_STAMPING: A 126 1935
 LD0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0532+STABILITY: SURFACE MOTION
 LD0532
 LD0532  HISTORY     - Date     Condition        Report By
 LD0532  HISTORY     - 1935     MONUMENTED       CGS
 LD0532  HISTORY     - 1954     GOOD             NGS
 LD0532
 LD0532                          STATION DESCRIPTION
 LD0532
 LD0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LD0532'AT BURLINGTON.
 LD0532'FORMER DESCRIPTION-- AT BURLINGTON, DES MOINES COUNTY, AT THE
 LD0532'SOUTHEAST CORNER OF MAIN AND ANGELUS STREETS, 14 FEET FROM A CURB,
 LD0532'AND 3 FEET FROM THE CORNER OF THE C. ANE E. WAREHOUSE.  A STATE
 LD0532'SURVEY STANDARD DISK, STAMPED A 126 1935 AND SET IN THE TOP OF A
 LD0532'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE C. AND E.
 LD0532'WAREHOUSE HAS BEEN ACQUIRED BY HAMILTON PONTIAC COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0212 ***********************************************************************
 NM0212  DESIGNATION -  A 127
 NM0212  PID         -  NM0212
 NM0212  STATE/COUNTY-  IA/WOODBURY
 NM0212  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0212
 NM0212                         *CURRENT SURVEY CONTROL
 NM0212  ___________________________________________________________________
 NM0212* NAD 83(1986)-  42 28 56.     (N)    096 23 16.     (W)     SCALED    
 NM0212* NAVD 88     -       334.868  (meters)    1098.65   (feet)  ADJUSTED  
 NM0212  ___________________________________________________________________
 NM0212  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 NM0212  DYNAMIC HT  -         334.761 (meters)    1098.30  (feet)  COMP
 NM0212  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 NM0212
 NM0212  VERT ORDER  -  FIRST     CLASS II
 NM0212
 NM0212.The horizontal coordinates were scaled from a topographic map and have
 NM0212.an estimated accuracy of +/- 6 seconds.
 NM0212
 NM0212.The orthometric height was determined by differential leveling
 NM0212.and adjusted by the National Geodetic Survey in June 1991..
 NM0212
 NM0212.The geoid height was determined by GEOID03.
 NM0212
 NM0212.The dynamic height is computed by dividing the NAVD 88
 NM0212.geopotential number by the normal gravity value computed on the
 NM0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0212.degrees latitude (g = 980.6199 gals.).
 NM0212
 NM0212.The modeled gravity was interpolated from observed gravity values.
 NM0212
 NM0212;                    North         East    Units  Estimated Accuracy
 NM0212;SPC IA N     - 1,113,160.    1,262,620.      MT  (+/- 180 meters Scaled)
 NM0212
 NM0212                          SUPERSEDED SURVEY CONTROL
 NM0212
 NM0212  NGVD 29 (??/??/92)  334.704  (m)         1098.11   (f) ADJ UNCH    1 2
 NM0212
 NM0212.Superseded values are not recommended for survey control.
 NM0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0212.See file dsdata.txt to determine how the superseded data were derived.
 NM0212
 NM0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN147066(NAD 83)
 NM0212_MARKER: DB = BENCH MARK DISK
 NM0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0212_SP_SET: CONCRETE BASE
 NM0212_STAMPING: A 127 1947
 NM0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0212
 NM0212  HISTORY     - Date     Condition        Report By
 NM0212  HISTORY     - 1947     MONUMENTED       CGS
 NM0212
 NM0212                          STATION DESCRIPTION
 NM0212
 NM0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0212'AT SIOUX CITY.
 NM0212'AT SIOUX CITY, ACROSS THE CHICAGO AND NORTH WESTERN RAILROAD TRACKS
 NM0212'FROM THE STOCK EXCHANGE BUILDING, 87.0 FEET WEST OF AND ABOUT
 NM0212'4.0 FEET LOWER THAN THE CENTER LINE OF THE MAIN TRACK, ON TOP OF
 NM0212'THE SOUTHEAST SIDE OF THE NORTHEAST CONCRETE BASE OF THE STOCKYARDS
 NM0212'WATER TOWER AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0870 ***********************************************************************
 LF0870  DESIGNATION -  A 128
 LF0870  PID         -  LF0870
 LF0870  STATE/COUNTY-  IA/FREMONT
 LF0870  USGS QUAD   -  MC PAUL (1984)
 LF0870
 LF0870                         *CURRENT SURVEY CONTROL
 LF0870  ___________________________________________________________________
 LF0870* NAD 83(1986)-  40 50 51.     (N)    095 48 05.     (W)     SCALED    
 LF0870* NAVD 88     -       287.269  (meters)     942.48   (feet)  ADJUSTED  
 LF0870  ___________________________________________________________________
 LF0870  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 LF0870  DYNAMIC HT  -         287.133 (meters)     942.04  (feet)  COMP
 LF0870  MODELED GRAV-     980,141.8   (mgal)                       NAVD 88
 LF0870
 LF0870  VERT ORDER  -  FIRST     CLASS II
 LF0870
 LF0870.The horizontal coordinates were scaled from a topographic map and have
 LF0870.an estimated accuracy of +/- 6 seconds.
 LF0870
 LF0870.The orthometric height was determined by differential leveling
 LF0870.and adjusted by the National Geodetic Survey in June 1991..
 LF0870
 LF0870.The geoid height was determined by GEOID03.
 LF0870
 LF0870.The dynamic height is computed by dividing the NAVD 88
 LF0870.geopotential number by the normal gravity value computed on the
 LF0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0870.degrees latitude (g = 980.6199 gals.).
 LF0870
 LF0870.The modeled gravity was interpolated from observed gravity values.
 LF0870
 LF0870;                    North         East    Units  Estimated Accuracy
 LF0870;SPC IA S     -    96,680.      305,960.      MT  (+/- 180 meters Scaled)
 LF0870
 LF0870                          SUPERSEDED SURVEY CONTROL
 LF0870
 LF0870  NGVD 29 (??/??/92)  287.182  (m)          942.20   (f) ADJ UNCH    1 2
 LF0870
 LF0870.Superseded values are not recommended for survey control.
 LF0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0870.See file dsdata.txt to determine how the superseded data were derived.
 LF0870
 LF0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF638256(NAD 83)
 LF0870_MARKER: DB = BENCH MARK DISK
 LF0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0870_SP_SET: CONCRETE POST
 LF0870_STAMPING: A 128 1947
 LF0870_MARK LOGO: CGS   
 LF0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0870+STABILITY: SURFACE MOTION
 LF0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0870+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 LF0870
 LF0870  HISTORY     - Date     Condition        Report By
 LF0870  HISTORY     - 1947     MONUMENTED       CGS
 LF0870  HISTORY     - 19890724 GOOD             NGS
 LF0870
 LF0870                          STATION DESCRIPTION
 LF0870
 LF0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0870'1.8 MI N FROM MC PAUL.
 LF0870'1.85 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0870'RAILROAD FROM THE STATION AT MC PAUL, AT AN EAST-WEST GRAVEL
 LF0870'ROAD CROSSING, 165.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 LF0870'GRAVEL ROAD, 111.2 FEET SOUTH SOUTHWEST OF THE SOUTHWEST CORNER
 LF0870'OF WOODEN TRESTLE NO. 162.46, 47.9 FEET WEST OF THE WEST RAIL OF
 LF0870'THE TRACK, 2.0 FEET SOUTH OF A REFERENCE POST, 1.4 FOOT EAST OF
 LF0870'THE WEST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE
 LF0870'SAME ELEVATION AS THE TRACK AND PROJECTING 0.4 FOOT.  THIS BENCH
 LF0870'MARK IS ALSO 2.65 MILES SOUTH ALONG THE CHICAGO, BURLINGTON
 LF0870'AND QUINCY RAILROAD FROM THE STATION AT BARTLETT.
 LF0870
 LF0870                          STATION RECOVERY (1989)
 LF0870
 LF0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0870'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.9 KM
 LF0870'(1.80 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0870'JUNCTION OF STATE HIGHWAY 145 IN MCPAUL.  DELETE--111.2 FEET SOUTH OF
 LF0870'THE SOUTHWEST CORNER OF WOODEN TRESTLE NUMBER 162.46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0065 ***********************************************************************
 MK0065  DESIGNATION -  A 129
 MK0065  PID         -  MK0065
 MK0065  STATE/COUNTY-  IA/MONONA
 MK0065  USGS QUAD   -  BLENCOE (1970)
 MK0065
 MK0065                         *CURRENT SURVEY CONTROL
 MK0065  ___________________________________________________________________
 MK0065* NAD 83(1986)-  41 55 49.     (N)    096 04 54.     (W)     SCALED    
 MK0065* NAVD 88     -       317.708  (meters)    1042.35   (feet)  ADJUSTED  
 MK0065  ___________________________________________________________________
 MK0065  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MK0065  DYNAMIC HT  -         317.589 (meters)    1041.96  (feet)  COMP
 MK0065  MODELED GRAV-     980,239.1   (mgal)                       NAVD 88
 MK0065
 MK0065  VERT ORDER  -  FIRST     CLASS II
 MK0065
 MK0065.The horizontal coordinates were scaled from a topographic map and have
 MK0065.an estimated accuracy of +/- 6 seconds.
 MK0065
 MK0065.The orthometric height was determined by differential leveling
 MK0065.and adjusted by the National Geodetic Survey in June 1991..
 MK0065.WARNING-Repeat measurements at this control monument indicate possible
 MK0065.vertical movement.
 MK0065
 MK0065.The geoid height was determined by GEOID03.
 MK0065
 MK0065.The dynamic height is computed by dividing the NAVD 88
 MK0065.geopotential number by the normal gravity value computed on the
 MK0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0065.degrees latitude (g = 980.6199 gals.).
 MK0065
 MK0065.The modeled gravity was interpolated from observed gravity values.
 MK0065
 MK0065;                    North         East    Units  Estimated Accuracy
 MK0065;SPC IA N     - 1,051,060.    1,285,900.      MT  (+/- 180 meters Scaled)
 MK0065
 MK0065                          SUPERSEDED SURVEY CONTROL
 MK0065
 MK0065  NGVD 29 (??/??/92)  317.561  (m)         1041.86   (f) ADJ UNCH    1 2
 MK0065
 MK0065.Superseded values are not recommended for survey control.
 MK0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0065.See file dsdata.txt to determine how the superseded data were derived.
 MK0065
 MK0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM419461(NAD 83)
 MK0065_MARKER: DB = BENCH MARK DISK
 MK0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0065_SP_SET: CONCRETE POST
 MK0065_STAMPING: A 129 1948
 MK0065_MARK LOGO: CGS   
 MK0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0065+STABILITY: SURFACE MOTION
 MK0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0065+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1989
 MK0065
 MK0065  HISTORY     - Date     Condition        Report By
 MK0065  HISTORY     - 1948     MONUMENTED       CGS
 MK0065  HISTORY     - 1974     GOOD             LOCSUR
 MK0065  HISTORY     - 1982     GOOD             LOCENG
 MK0065  HISTORY     - 19890830 GOOD             NGS
 MK0065
 MK0065                          STATION DESCRIPTION
 MK0065
 MK0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0065'AT BLENCOE.
 MK0065'AT BLENCOE, 96 YARDS (PACED) NORTHEAST OF THE CHICAGO AND
 MK0065'NORTH WESTERN RAILWAY STATION, 138.0 FEET EAST OF THE EAST RAIL
 MK0065'OF THE TRACK, 130.5 FEET NORTH OF THE CENTER LINE OF MAIN
 MK0065'STREET (STATE HIGHWAY 366), 81.9 FEET NORTH OF THE SOUTHWEST
 MK0065'CORNER OF THE BLENCOE STATE BANK, 25.2 FEET NORTH OF A 20-INCH
 MK0065'ELM TREE, 6.1 FEET SOUTH OF A 12-INCH ELM TREE, 3.9 FEET WEST
 MK0065'OF THE WEST EDGE OF A CONCRETE SIDEWALK ALONG THE EAST SIDE OF
 MK0065'FRONT STREET, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 MK0065'FLUSH WITH THE SURFACE OF THE GROUND.
 MK0065
 MK0065                          STATION RECOVERY (1974)
 MK0065
 MK0065'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0065'RECOVERED IN GOOD CONDITION.
 MK0065
 MK0065                          STATION RECOVERY (1982)
 MK0065
 MK0065'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 MK0065'RECOVERED IN GOOD CONDITION.
 MK0065
 MK0065                          STATION RECOVERY (1989)
 MK0065
 MK0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0065'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN BLENCOE,
 MK0065'AT THE INTERSECTION OF NORTH FRONT AND MAIN STREETS, 39.8 M
 MK0065'(130.6 FT) NORTH OF THE CENTER OF MAIN STREET, 25.0 M (82.0 FT) NORTH
 MK0065'OF THE SOUTHWEST CORNER OF THE BLENCOE STATE BANK, 11.3 M (37.1 FT)
 MK0065'EAST OF THE CENTER OF NORTH FRONT STREET, 3.0 M (9.8 FT) SOUTHWEST OF
 MK0065'THE SOUTHWEST CORNER OF A GARAGE, 1.2 M (3.9 FT) WEST OF THE WEST EDGE
 MK0065'OF A SIDEWALK, LEVEL WITH THE STREETS, AND IN A CONCRETE MONUMENT THAT
 MK0065'IS 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0004 ***********************************************************************
 NL0004  DESIGNATION -  A 13
 NL0004  PID         -  NL0004
 NL0004  STATE/COUNTY-  IA/WEBSTER
 NL0004  USGS QUAD   -  FORT DODGE NORTH (1979)
 NL0004
 NL0004                         *CURRENT SURVEY CONTROL
 NL0004  ___________________________________________________________________
 NL0004* NAD 83(1986)-  42 30 25.     (N)    094 13 59.     (W)     SCALED    
 NL0004* NAVD 88     -       309.574  (meters)    1015.66   (feet)  ADJUSTED  
 NL0004  ___________________________________________________________________
 NL0004  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 NL0004  DYNAMIC HT  -         309.474 (meters)    1015.33  (feet)  COMP
 NL0004  MODELED GRAV-     980,288.2   (mgal)                       NAVD 88
 NL0004
 NL0004  VERT ORDER  -  FIRST     CLASS II
 NL0004
 NL0004.The horizontal coordinates were scaled from a topographic map and have
 NL0004.an estimated accuracy of +/- 6 seconds.
 NL0004
 NL0004.The orthometric height was determined by differential leveling
 NL0004.and adjusted by the National Geodetic Survey in June 1991..
 NL0004
 NL0004.The geoid height was determined by GEOID03.
 NL0004
 NL0004.The dynamic height is computed by dividing the NAVD 88
 NL0004.geopotential number by the normal gravity value computed on the
 NL0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0004.degrees latitude (g = 980.6199 gals.).
 NL0004
 NL0004.The modeled gravity was interpolated from observed gravity values.
 NL0004
 NL0004;                    North         East    Units  Estimated Accuracy
 NL0004;SPC IA N     - 1,112,110.    1,439,750.      MT  (+/- 180 meters Scaled)
 NL0004
 NL0004                          SUPERSEDED SURVEY CONTROL
 NL0004
 NL0004  NGVD 29 (??/??/92)  309.533  (m)         1015.53   (f) ADJ UNCH    1 2
 NL0004
 NL0004.Superseded values are not recommended for survey control.
 NL0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0004.See file dsdata.txt to determine how the superseded data were derived.
 NL0004
 NL0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH986068(NAD 83)
 NL0004_MARKER: DB = BENCH MARK DISK
 NL0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0004_SP_SET: BRIDGE ABUTMENT
 NL0004_STAMPING: 1015.526 A 13 1934
 NL0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0004
 NL0004  HISTORY     - Date     Condition        Report By
 NL0004  HISTORY     - 1934     MONUMENTED       CGS
 NL0004  HISTORY     - 1934     GOOD             NGS
 NL0004
 NL0004                          STATION DESCRIPTION
 NL0004
 NL0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0004'2.5 MI NW FROM FORT DODGE.
 NL0004'2.5 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 NL0004'FORT DODGE, WEBSTER COUNTY, 60 YARDS WEST OF SEMAPHORE 377.6,
 NL0004'AT BRIDGE W 377.6, IN THE TOP OF THE SOUTH END OF THE EAST
 NL0004'CONCRETE ABUTMENT, AND 9.5 FEET SOUTH OF THE CENTERLINE OF THE
 NL0004'TRACK.  A STANDARD DISK, STAMPED 1015.526 A 13 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0031 ***********************************************************************
 MK0031  DESIGNATION -  A 130
 MK0031  PID         -  MK0031
 MK0031  STATE/COUNTY-  IA/HARRISON
 MK0031  USGS QUAD   -  MONDAMIN (1970)
 MK0031
 MK0031                         *CURRENT SURVEY CONTROL
 MK0031  ___________________________________________________________________
 MK0031* NAD 83(1986)-  41 43 32.     (N)    096 01 35.     (W)     SCALED    
 MK0031* NAVD 88     -       312.796  (meters)    1026.23   (feet)  ADJUSTED  
 MK0031  ___________________________________________________________________
 MK0031  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 MK0031  DYNAMIC HT  -         312.665 (meters)    1025.80  (feet)  COMP
 MK0031  MODELED GRAV-     980,195.5   (mgal)                       NAVD 88
 MK0031
 MK0031  VERT ORDER  -  FIRST     CLASS II
 MK0031
 MK0031.The horizontal coordinates were scaled from a topographic map and have
 MK0031.an estimated accuracy of +/- 6 seconds.
 MK0031
 MK0031.The orthometric height was determined by differential leveling
 MK0031.and adjusted by the National Geodetic Survey in June 1991..
 MK0031
 MK0031.The geoid height was determined by GEOID03.
 MK0031
 MK0031.The dynamic height is computed by dividing the NAVD 88
 MK0031.geopotential number by the normal gravity value computed on the
 MK0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0031.degrees latitude (g = 980.6199 gals.).
 MK0031
 MK0031.The modeled gravity was interpolated from observed gravity values.
 MK0031
 MK0031;                    North         East    Units  Estimated Accuracy
 MK0031;SPC IA S     -   194,680.      289,820.      MT  (+/- 180 meters Scaled)
 MK0031
 MK0031                          SUPERSEDED SURVEY CONTROL
 MK0031
 MK0031  NGVD 29 (??/??/92)  312.647  (m)         1025.74   (f) ADJ UNCH    1 2
 MK0031
 MK0031.Superseded values are not recommended for survey control.
 MK0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0031.See file dsdata.txt to determine how the superseded data were derived.
 MK0031
 MK0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM473235(NAD 83)
 MK0031_MARKER: DB = BENCH MARK DISK
 MK0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0031_SP_SET: CONCRETE POST
 MK0031_STAMPING: A 130 1948
 MK0031_MARK LOGO: CGS   
 MK0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0031+STABILITY: SURFACE MOTION
 MK0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0031+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1989
 MK0031
 MK0031  HISTORY     - Date     Condition        Report By
 MK0031  HISTORY     - 1948     MONUMENTED       CGS
 MK0031  HISTORY     - 19890824 GOOD             NGS
 MK0031
 MK0031                          STATION DESCRIPTION
 MK0031
 MK0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0031'1.1 MI N FROM MONDAMIN.
 MK0031'1.1 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0031'FROM THE STATION AT MONDAMIN, 0.2 MILE EAST ALONG AN EAST AND
 MK0031'WEST FENCE FROM A FARMHOUSE, 45.3 FEET WEST OF THE WEST RAIL,
 MK0031'19.2 FEET SOUTH OF A T-FENCE CORNER, 13.5 FEET WEST OF A
 MK0031'TELEPHONE POLE, 1.5 FEET NORTH OF A WITNESS POST, 0.6 FOOT EAST
 MK0031'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 MK0031'FOOT ABOVE THE GROUND.
 MK0031
 MK0031                          STATION RECOVERY (1989)
 MK0031
 MK0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0031'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.7 KM
 MK0031'(1.05 MI) NORTHERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 MK0031'ITS JUNCTION WITH STATE HIGHWAY 127 IN MONDAMIN.  CHANGE--0.6 FOOT, TO
 MK0031'0.5 M (1.6 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0830 ***********************************************************************
 MJ0830  DESIGNATION -  A 131
 MJ0830  PID         -  MJ0830
 MJ0830  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0830  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0830
 MJ0830                         *CURRENT SURVEY CONTROL
 MJ0830  ___________________________________________________________________
 MJ0830* NAD 83(1986)-  41 10 25.     (N)    095 49 32.     (W)     SCALED    
 MJ0830* NAVD 88     -       296.685  (meters)     973.37   (feet)  ADJUSTED  
 MJ0830  ___________________________________________________________________
 MJ0830  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MJ0830  DYNAMIC HT  -         296.566 (meters)     972.98  (feet)  COMP
 MJ0830  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 MJ0830
 MJ0830  VERT ORDER  -  FIRST     CLASS II
 MJ0830
 MJ0830.The horizontal coordinates were scaled from a topographic map and have
 MJ0830.an estimated accuracy of +/- 6 seconds.
 MJ0830
 MJ0830.The orthometric height was determined by differential leveling
 MJ0830.and adjusted by the National Geodetic Survey in June 1991..
 MJ0830
 MJ0830.The geoid height was determined by GEOID03.
 MJ0830
 MJ0830.The dynamic height is computed by dividing the NAVD 88
 MJ0830.geopotential number by the normal gravity value computed on the
 MJ0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0830.degrees latitude (g = 980.6199 gals.).
 MJ0830
 MJ0830.The modeled gravity was interpolated from observed gravity values.
 MJ0830
 MJ0830;                    North         East    Units  Estimated Accuracy
 MJ0830;SPC IA S     -   132,940.      304,890.      MT  (+/- 180 meters Scaled)
 MJ0830
 MJ0830                          SUPERSEDED SURVEY CONTROL
 MJ0830
 MJ0830  NGVD 29 (??/??/92)  296.591  (m)          973.07   (f) ADJ UNCH    1 2
 MJ0830
 MJ0830.Superseded values are not recommended for survey control.
 MJ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0830.See file dsdata.txt to determine how the superseded data were derived.
 MJ0830
 MJ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF629618(NAD 83)
 MJ0830_MARKER: DB = BENCH MARK DISK
 MJ0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0830_SP_SET: CONCRETE POST
 MJ0830_STAMPING: A 131 1948
 MJ0830_MARK LOGO: CGS   
 MJ0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0830+STABILITY: SURFACE MOTION
 MJ0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0830+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1989
 MJ0830
 MJ0830  HISTORY     - Date     Condition        Report By
 MJ0830  HISTORY     - 1948     MONUMENTED       CGS
 MJ0830  HISTORY     - 19890813 GOOD             NGS
 MJ0830
 MJ0830                          STATION DESCRIPTION
 MJ0830
 MJ0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0830'6.6 MI SW FROM COUNCIL BLUFFS.
 MJ0830'6.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0830'FROM THE STATION AT COUNCIL BLUFFS, THENCE 0.6 MILE WEST ALONG
 MJ0830'A GRAVEL ROAD WHICH FOLLOWS ALONG THE SOUTH END OF CARR LAKE,
 MJ0830'AT A RIGHT ANGLE TURN IN THE GRAVEL ROAD, 137.0 FEET SOUTHEAST
 MJ0830'OF THE SOUTHEAST CORNER OF A SCHOOL BUILDING, 38.0 FEET WEST
 MJ0830'OF THE CENTER LINE OF A TRAIL ROAD LEADING NORTH WHICH IS ON
 MJ0830'THE EXTENSION TO THE NORTH OF THE GRAVEL ROAD FROM THE SOUTH,
 MJ0830'ABOUT 300.0 FEET WEST OF A TWO STORY FARM HOME, 3.0 FEET NORTH
 MJ0830'OF THE EXTENSION TO THE WEST OF THE CENTER LINE OF THE GRAVEL
 MJ0830'ROAD FROM THE EAST, 2.0 FEET SOUTH OF A 4 X 4 REFERENCE POST,
 MJ0830'1.0 FOOT EAST OF A BOARD FENCE AROUND THE SCHOOL YARD, SET IN
 MJ0830'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MJ0830'GROUND.
 MJ0830
 MJ0830                          STATION RECOVERY (1989)
 MJ0830
 MJ0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0830'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.3 KM
 MJ0830'(3.30 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 MJ0830'JUNCTION OF 16TH AVENUE IN COUNCIL BLUFFS, THENCE 3.7 KM (2.30 MI)
 MJ0830'SOUTHERLY ALONG COUNTY ROAD L 31, 55.0 M (180.4 FT) NORTHWEST OF THE
 MJ0830'CENTERLINE OF THE ROAD, 16.0 M (52.5 FT) NORTH OF A UTILITY POLE, 11.5
 MJ0830'M (37.7 FT) WEST OF THE EXTENDED CENTER OF A ROAD LEADING SOUTH, 0.3 M
 MJ0830'(1.0 FT) WEST OF A WITNESS POST AND FENCE, LEVEL WITH THE ROAD, AND IN
 MJ0830'A CONCRETE MONUMENT THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 MJ0830'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0968 ***********************************************************************
 MJ0968  DESIGNATION -  A 132
 MJ0968  PID         -  MJ0968
 MJ0968  STATE/COUNTY-  IA/HARRISON
 MJ0968  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0968
 MJ0968                         *CURRENT SURVEY CONTROL
 MJ0968  ___________________________________________________________________
 MJ0968* NAD 83(1986)-  41 33 23.     (N)    095 53 27.     (W)     SCALED    
 MJ0968* NAVD 88     -       308.140  (meters)    1010.96   (feet)  ADJUSTED  
 MJ0968  ___________________________________________________________________
 MJ0968  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 MJ0968  DYNAMIC HT  -         307.997 (meters)    1010.49  (feet)  COMP
 MJ0968  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 MJ0968
 MJ0968  VERT ORDER  -  FIRST     CLASS II
 MJ0968
 MJ0968.The horizontal coordinates were scaled from a topographic map and have
 MJ0968.an estimated accuracy of +/- 6 seconds.
 MJ0968
 MJ0968.The orthometric height was determined by differential leveling
 MJ0968.and adjusted by the National Geodetic Survey in June 1991..
 MJ0968
 MJ0968.The geoid height was determined by GEOID03.
 MJ0968
 MJ0968.The dynamic height is computed by dividing the NAVD 88
 MJ0968.geopotential number by the normal gravity value computed on the
 MJ0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0968.degrees latitude (g = 980.6199 gals.).
 MJ0968
 MJ0968.The modeled gravity was interpolated from observed gravity values.
 MJ0968
 MJ0968;                    North         East    Units  Estimated Accuracy
 MJ0968;SPC IA S     -   175,580.      300,580.      MT  (+/- 180 meters Scaled)
 MJ0968
 MJ0968                          SUPERSEDED SURVEY CONTROL
 MJ0968
 MJ0968  NGVD 29 (??/??/92)  307.998  (m)         1010.49   (f) ADJ UNCH    1 2
 MJ0968
 MJ0968.Superseded values are not recommended for survey control.
 MJ0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0968.See file dsdata.txt to determine how the superseded data were derived.
 MJ0968
 MJ0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG589045(NAD 83)
 MJ0968_MARKER: DB = BENCH MARK DISK
 MJ0968_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MJ0968_SP_SET: FOUNDATION
 MJ0968_STAMPING: A 132 1948
 MJ0968_MARK LOGO: CGS   
 MJ0968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MJ0968+STABILITY: POSITION/ELEVATION WELL
 MJ0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0968+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 MJ0968
 MJ0968  HISTORY     - Date     Condition        Report By
 MJ0968  HISTORY     - 1948     MONUMENTED       CGS
 MJ0968  HISTORY     - 19890803 GOOD             NGS
 MJ0968  HISTORY     - 20060830 GOOD             GEOCAC
 MJ0968
 MJ0968                          STATION DESCRIPTION
 MJ0968
 MJ0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0968'AT MISSOURI VALLEY.
 MJ0968'AT MISSOURI VALLEY, AT THE CITY HALL, AT THE JUNCTION OF MAIN
 MJ0968'STREET AND 3RD STREET, 3.0 FEET ABOVE THE SIDEWALK, 2.9 FEET
 MJ0968'NORTH OF THE SOUTHEAST CORNER OF THE CITY HALL, ACROSS MAIN
 MJ0968'STRET FROM THE NORTHWEST CORNER OF THE ICE AND POWER PLANT,
 MJ0968'SET VERTICALLY IN THE EAST BRICK WALL OF THE CITY HALL.
 MJ0968
 MJ0968                          STATION RECOVERY (1989)
 MJ0968
 MJ0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0968'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 MJ0968'DELETE--ACROSS MAIN STREET FROM THE NORTHEAST CORNER OF THE ICE AND
 MJ0968'POWER PLANT.  CHANGE--MAIN, TO ERIE.
 MJ0968
 MJ0968                          STATION RECOVERY (2006)
 MJ0968
 MJ0968'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MJ0968'IN NW QUADRANT OF INTERSECTION WITH 3RD STREET, AT 233 EAST ERIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0593 ***********************************************************************
 MJ0593  DESIGNATION -  A 133
 MJ0593  PID         -  MJ0593
 MJ0593  STATE/COUNTY-  IA/MILLS
 MJ0593  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0593
 MJ0593                         *CURRENT SURVEY CONTROL
 MJ0593  ___________________________________________________________________
 MJ0593* NAD 83(1986)-  41 08 05.     (N)    095 48 56.     (W)     SCALED    
 MJ0593* NAVD 88     -       298.077  (meters)     977.94   (feet)  ADJUSTED  
 MJ0593  ___________________________________________________________________
 MJ0593  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 MJ0593  DYNAMIC HT  -         297.955 (meters)     977.54  (feet)  COMP
 MJ0593  MODELED GRAV-     980,206.4   (mgal)                       NAVD 88
 MJ0593
 MJ0593  VERT ORDER  -  FIRST     CLASS II
 MJ0593
 MJ0593.The horizontal coordinates were scaled from a topographic map and have
 MJ0593.an estimated accuracy of +/- 6 seconds.
 MJ0593
 MJ0593.The orthometric height was determined by differential leveling
 MJ0593.and adjusted by the National Geodetic Survey in June 1991..
 MJ0593
 MJ0593.The geoid height was determined by GEOID03.
 MJ0593
 MJ0593.The dynamic height is computed by dividing the NAVD 88
 MJ0593.geopotential number by the normal gravity value computed on the
 MJ0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0593.degrees latitude (g = 980.6199 gals.).
 MJ0593
 MJ0593.The modeled gravity was interpolated from observed gravity values.
 MJ0593
 MJ0593;                    North         East    Units  Estimated Accuracy
 MJ0593;SPC IA S     -   128,600.      305,610.      MT  (+/- 180 meters Scaled)
 MJ0593
 MJ0593                          SUPERSEDED SURVEY CONTROL
 MJ0593
 MJ0593  NGVD 29 (??/??/92)  297.982  (m)          977.63   (f) ADJ UNCH    1 2
 MJ0593
 MJ0593.Superseded values are not recommended for survey control.
 MJ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0593.See file dsdata.txt to determine how the superseded data were derived.
 MJ0593
 MJ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF636575(NAD 83)
 MJ0593_MARKER: DB = BENCH MARK DISK
 MJ0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0593_STAMPING: A 133 1948
 MJ0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0593+STABILITY: SURFACE MOTION
 MJ0593
 MJ0593  HISTORY     - Date     Condition        Report By
 MJ0593  HISTORY     - 1948     MONUMENTED       CGS
 MJ0593  HISTORY     - 19890725 MARK NOT FOUND   NGS
 MJ0593
 MJ0593                          STATION DESCRIPTION
 MJ0593
 MJ0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0593'8.7 MI S FROM COUNCIL BLUFFS.
 MJ0593'8.7 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0593'FROM THE STATION AT COUNCIL BLUFFS, AT RAILROAD MILEAGE 483.5,
 MJ0593'IN THE NORTHEAST QUARTER OF THE CROSSING OF A PRIVATE ROAD AND
 MJ0593'THE RAILROAD, 46.0 FEET EAST OF THE EAST RAIL, 10.0 FEET NORTH
 MJ0593'OF THE CENTER LINE OF THE PRIVATE ROAD, 8.0 FEET EAST OF A
 MJ0593'TELEPHONE POLE, 1.1 FEET NORTH OF A 4 X 4 REFERENCE POST, 1.0
 MJ0593'FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE, SET IN THE TOP OF A
 MJ0593'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MJ0593
 MJ0593                          STATION RECOVERY (1989)
 MJ0593
 MJ0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1134 ***********************************************************************
 LF1134  DESIGNATION -  A 134
 LF1134  PID         -  LF1134
 LF1134  STATE/COUNTY-  IA/FREMONT
 LF1134  USGS QUAD   -  ROCK BLUFF (1984)
 LF1134
 LF1134                         *CURRENT SURVEY CONTROL
 LF1134  ___________________________________________________________________
 LF1134* NAD 83(1986)-  40 53 14.     (N)    095 48 10.     (W)     SCALED    
 LF1134* NAVD 88     -       287.276  (meters)     942.50   (feet)  ADJUSTED  
 LF1134  ___________________________________________________________________
 LF1134  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 LF1134  DYNAMIC HT  -         287.145 (meters)     942.07  (feet)  COMP
 LF1134  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 LF1134
 LF1134  VERT ORDER  -  SECOND    CLASS 0
 LF1134
 LF1134.The horizontal coordinates were scaled from a topographic map and have
 LF1134.an estimated accuracy of +/- 6 seconds.
 LF1134
 LF1134.The orthometric height was determined by differential leveling
 LF1134.and adjusted by the National Geodetic Survey in June 1991..
 LF1134
 LF1134.The geoid height was determined by GEOID03.
 LF1134
 LF1134.The dynamic height is computed by dividing the NAVD 88
 LF1134.geopotential number by the normal gravity value computed on the
 LF1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1134.degrees latitude (g = 980.6199 gals.).
 LF1134
 LF1134.The modeled gravity was interpolated from observed gravity values.
 LF1134
 LF1134;                    North         East    Units  Estimated Accuracy
 LF1134;SPC IA S     -   101,090.      305,960.      MT  (+/- 180 meters Scaled)
 LF1134
 LF1134                          SUPERSEDED SURVEY CONTROL
 LF1134
 LF1134  NGVD 29 (??/??/92)  287.191  (m)          942.23   (f) ADJ UNCH    2 0
 LF1134
 LF1134.Superseded values are not recommended for survey control.
 LF1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1134.See file dsdata.txt to determine how the superseded data were derived.
 LF1134
 LF1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF638300(NAD 83)
 LF1134_MARKER: DB = BENCH MARK DISK
 LF1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1134_STAMPING: A 134 1948
 LF1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1134+STABILITY: SURFACE MOTION
 LF1134
 LF1134  HISTORY     - Date     Condition        Report By
 LF1134  HISTORY     - 1948     MONUMENTED       CGS
 LF1134  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF1134
 LF1134                          STATION DESCRIPTION
 LF1134
 LF1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1134'0.6 MI NW FROM BARTLETT.
 LF1134'0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1134'FROM THE STATION AT BARTLETT, THENCE 0.45 MILE WEST ALONG A
 LF1134'GRAVEL ROAD, JUST EAST OF A T-ROAD JUNCTION, 22.0 FEET SOUTH OF THE
 LF1134'CENTER LINE OF THE EAST-WEST ROAD, 7.2 FEET NORTHWEST OF THE MOST
 LF1134'WESTERLY OF TWO TREES, 1.0 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY
 LF1134'FENCE, 1.5 FEET EAST OF A 4 X 4 REFERENCE POST, SET IN THE TOP
 LF1134'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LF1134
 LF1134                          STATION RECOVERY (1989)
 LF1134
 LF1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0844 ***********************************************************************
 LF0844  DESIGNATION -  A 135
 LF0844  PID         -  LF0844
 LF0844  STATE/COUNTY-  IA/FREMONT
 LF0844  USGS QUAD   -  NEBRASKA CITY (1984)
 LF0844
 LF0844                         *CURRENT SURVEY CONTROL
 LF0844  ___________________________________________________________________
 LF0844* NAD 83(1986)-  40 39 38.     (N)    095 45 10.     (W)     SCALED    
 LF0844* NAVD 88     -       280.402  (meters)     919.95   (feet)  ADJUSTED  
 LF0844  ___________________________________________________________________
 LF0844  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LF0844  DYNAMIC HT  -         280.255 (meters)     919.47  (feet)  COMP
 LF0844  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 LF0844
 LF0844  VERT ORDER  -  FIRST     CLASS II
 LF0844
 LF0844.The horizontal coordinates were scaled from a topographic map and have
 LF0844.an estimated accuracy of +/- 6 seconds.
 LF0844
 LF0844.The orthometric height was determined by differential leveling
 LF0844.and adjusted by the National Geodetic Survey in June 1991..
 LF0844.WARNING-Repeat measurements at this control monument indicate possible
 LF0844.vertical movement.
 LF0844
 LF0844.The geoid height was determined by GEOID03.
 LF0844
 LF0844.The dynamic height is computed by dividing the NAVD 88
 LF0844.geopotential number by the normal gravity value computed on the
 LF0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0844.degrees latitude (g = 980.6199 gals.).
 LF0844
 LF0844.The modeled gravity was interpolated from observed gravity values.
 LF0844
 LF0844;                    North         East    Units  Estimated Accuracy
 LF0844;SPC IA S     -    75,820.      309,520.      MT  (+/- 180 meters Scaled)
 LF0844
 LF0844                          SUPERSEDED SURVEY CONTROL
 LF0844
 LF0844  NGVD 29 (??/??/92)  280.332  (m)          919.72   (f) ADJ UNCH    1 2
 LF0844
 LF0844.Superseded values are not recommended for survey control.
 LF0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0844.See file dsdata.txt to determine how the superseded data were derived.
 LF0844
 LF0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF672047(NAD 83)
 LF0844_MARKER: DB = BENCH MARK DISK
 LF0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0844_SP_SET: CONCRETE POST
 LF0844_STAMPING: A 135 1948
 LF0844_MARK LOGO: CGS   
 LF0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0844+STABILITY: SURFACE MOTION
 LF0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0844+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 LF0844
 LF0844  HISTORY     - Date     Condition        Report By
 LF0844  HISTORY     - 1948     MONUMENTED       CGS
 LF0844  HISTORY     - 1971     GOOD             NGS
 LF0844  HISTORY     - 19890726 GOOD             NGS
 LF0844
 LF0844                          STATION DESCRIPTION
 LF0844
 LF0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0844'0.6 MI SE FROM PAYNE.
 LF0844'0.65 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0844'RAILROAD FROM THE STATION AT PAYNE, 0.35 MILE SOUTHEAST OF
 LF0844'MILEPOST 149, 0.1 MILE NORTHWEST OF A JUNCTION OF
 LF0844'NORTHEAST-SOUTHWEST GRAVEL ROAD AND A DIRT SECTION LINE ROAD
 LF0844'LEADING EAST, 35.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LF0844'MAIN TRACK, 31.4 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LF0844'GRAVEL ROAD WHICH PARALLELS THE TRACK, 2.0 FEET EAST OF A
 LF0844'TELEGRAPH POLE, 2.0 FEET NORTH OF A 4 X 4 REFERENCE POST, SET
 LF0844'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 LF0844'THE GROUND.  NOTE-- METAL WITNESS POST 1 FT. N. OF MARK.
 LF0844
 LF0844                          STATION RECOVERY (1971)
 LF0844
 LF0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LF0844'RECOVERED IN GOOD CONDITION.
 LF0844
 LF0844                          STATION RECOVERY (1989)
 LF0844
 LF0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0844'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.7 KM
 LF0844'(2.30 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0844'JUNCTION OF STATE HIGHWAY 2 IN PAYNE, 10.7 M (35.1 FT) SOUTHWEST OF
 LF0844'THE CENTER OF A PAVED ROAD, 6.6 M (21.7 FT) NORTHEAST OF THE NEAR
 LF0844'RAIL, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, LEVEL WITH THE
 LF0844'ROAD, AND IN A CONCRETE POST THAT PROJECTS 0.07 M (0.2 FT) ABOVE THE
 LF0844'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0989 ***********************************************************************
 MJ0989  DESIGNATION -  A 136
 MJ0989  PID         -  MJ0989
 MJ0989  STATE/COUNTY-  IA/HARRISON
 MJ0989  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0989
 MJ0989                         *CURRENT SURVEY CONTROL
 MJ0989  ___________________________________________________________________
 MJ0989* NAD 83(1986)-  41 34 09.     (N)    095 59 41.     (W)     SCALED    
 MJ0989* NAVD 88     -       307.598  (meters)    1009.18   (feet)  ADJUSTED  
 MJ0989  ___________________________________________________________________
 MJ0989  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 MJ0989  DYNAMIC HT  -         307.458 (meters)    1008.72  (feet)  COMP
 MJ0989  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 MJ0989
 MJ0989  VERT ORDER  -  FIRST     CLASS II
 MJ0989
 MJ0989.The horizontal coordinates were scaled from a topographic map and have
 MJ0989.an estimated accuracy of +/- 6 seconds.
 MJ0989
 MJ0989.The orthometric height was determined by differential leveling
 MJ0989.and adjusted by the National Geodetic Survey in June 1991..
 MJ0989
 MJ0989.The geoid height was determined by GEOID03.
 MJ0989
 MJ0989.The dynamic height is computed by dividing the NAVD 88
 MJ0989.geopotential number by the normal gravity value computed on the
 MJ0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0989.degrees latitude (g = 980.6199 gals.).
 MJ0989
 MJ0989.The modeled gravity was interpolated from observed gravity values.
 MJ0989
 MJ0989;                    North         East    Units  Estimated Accuracy
 MJ0989;SPC IA S     -   177,240.      291,960.      MT  (+/- 180 meters Scaled)
 MJ0989
 MJ0989                          SUPERSEDED SURVEY CONTROL
 MJ0989
 MJ0989  NGVD 29 (??/??/92)  307.454  (m)         1008.71   (f) ADJ UNCH    1 2
 MJ0989
 MJ0989.Superseded values are not recommended for survey control.
 MJ0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0989.See file dsdata.txt to determine how the superseded data were derived.
 MJ0989
 MJ0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG503062(NAD 83)
 MJ0989_MARKER: DB = BENCH MARK DISK
 MJ0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0989_STAMPING: A 136 1948
 MJ0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0989+STABILITY: SURFACE MOTION
 MJ0989
 MJ0989  HISTORY     - Date     Condition        Report By
 MJ0989  HISTORY     - 1948     MONUMENTED       CGS
 MJ0989  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MJ0989
 MJ0989                          STATION DESCRIPTION
 MJ0989
 MJ0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0989'0.9 MI N FROM CALIFORNIA JUNCTION.
 MJ0989'0.9 MILE NORTH ALONG STATE HIGHWAY NO. 300 FROM THE CHICAGO
 MJ0989'AND NORTH WESTERN RAILWAY STATION AT CALIFORNIA JUNCTION, AT A
 MJ0989'FARMHOUSE ENTRANCE, 31.0 FEET WEST OF THE CENTER LINE OF THE
 MJ0989'HIGHWAY, 25.0 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE
 MJ0989'ROAD, 2.4 FEET SOUTH OF A TELEPHONE POLE, 2.6 FEET EAST OF A
 MJ0989'FENCE, 1.7 FEET NORTH OF A REFERENCE POST, SET IN TOP OF A
 MJ0989'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MJ0989
 MJ0989                          STATION RECOVERY (1989)
 MJ0989
 MJ0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0229 ***********************************************************************
 MK0229  DESIGNATION -  A 137
 MK0229  PID         -  MK0229
 MK0229  STATE/COUNTY-  IA/HARRISON
 MK0229  USGS QUAD   -  MODALE (1970)
 MK0229
 MK0229                         *CURRENT SURVEY CONTROL
 MK0229  ___________________________________________________________________
 MK0229* NAD 83(1986)-  41 36 13.     (N)    096 04 22.     (W)     SCALED    
 MK0229* NAVD 88     -       308.919  (meters)    1013.51   (feet)  ADJUSTED  
 MK0229  ___________________________________________________________________
 MK0229  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 MK0229  DYNAMIC HT  -         308.783 (meters)    1013.07  (feet)  COMP
 MK0229  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 MK0229
 MK0229  VERT ORDER  -  SECOND    CLASS 0
 MK0229
 MK0229.The horizontal coordinates were scaled from a topographic map and have
 MK0229.an estimated accuracy of +/- 6 seconds.
 MK0229
 MK0229.The orthometric height was determined by differential leveling
 MK0229.and adjusted by the National Geodetic Survey in June 1991..
 MK0229
 MK0229.The geoid height was determined by GEOID03.
 MK0229
 MK0229.The dynamic height is computed by dividing the NAVD 88
 MK0229.geopotential number by the normal gravity value computed on the
 MK0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0229.degrees latitude (g = 980.6199 gals.).
 MK0229
 MK0229.The modeled gravity was interpolated from observed gravity values.
 MK0229
 MK0229;                    North         East    Units  Estimated Accuracy
 MK0229;SPC IA S     -   181,250.      285,560.      MT  (+/- 180 meters Scaled)
 MK0229
 MK0229                          SUPERSEDED SURVEY CONTROL
 MK0229
 MK0229  NGVD 29 (??/??/92)  308.772  (m)         1013.03   (f) ADJ UNCH    2 0
 MK0229
 MK0229.Superseded values are not recommended for survey control.
 MK0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0229.See file dsdata.txt to determine how the superseded data were derived.
 MK0229
 MK0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM439099(NAD 83)
 MK0229_MARKER: DB = BENCH MARK DISK
 MK0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0229_STAMPING: A 137 1948
 MK0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0229+STABILITY: SURFACE MOTION
 MK0229
 MK0229  HISTORY     - Date     Condition        Report By
 MK0229  HISTORY     - 1948     MONUMENTED       CGS
 MK0229  HISTORY     - 1970     GOOD             USGS
 MK0229
 MK0229                          STATION DESCRIPTION
 MK0229
 MK0229'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 MK0229'4 MI W FROM MODALE.
 MK0229'1.0 MI. SOUTH ALONG STATE HWY 300 FROM THE MODALE CONSOLIDATED
 MK0229'SCHOOL AT MODALE, THENCE 2.95 MI. WEST ALONG DIRT ROAD, ON THE
 MK0229'SOUTH SIDE OF A SAND RIDGE THAT RUNS ALONG SIDE OF THE ROAD,
 MK0229'1340 FT. EAST OF A T-RD EAST, 315 FT. EAST OF A DRIVE SOUTH,
 MK0229'1.3 FT. NORTH OF FENCE, SET IN TOP OF A CONCRETE POST BURIED
 MK0229'1 FT. BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0713 ***********************************************************************
 MJ0713  DESIGNATION -  A 138
 MJ0713  PID         -  MJ0713
 MJ0713  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0713  USGS QUAD   -  LOVELAND (1994)
 MJ0713
 MJ0713                         *CURRENT SURVEY CONTROL
 MJ0713  ___________________________________________________________________
 MJ0713* NAD 83(1986)-  41 28 13.     (N)    095 56 14.     (W)     SCALED    
 MJ0713* NAVD 88     -       303.207  (meters)     994.77   (feet)  ADJUSTED  
 MJ0713  ___________________________________________________________________
 MJ0713  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 MJ0713  DYNAMIC HT  -         303.066 (meters)     994.31  (feet)  COMP
 MJ0713  MODELED GRAV-     980,152.8   (mgal)                       NAVD 88
 MJ0713
 MJ0713  VERT ORDER  -  SECOND    CLASS 0
 MJ0713
 MJ0713.The horizontal coordinates were scaled from a topographic map and have
 MJ0713.an estimated accuracy of +/- 6 seconds.
 MJ0713
 MJ0713.The orthometric height was determined by differential leveling
 MJ0713.and adjusted by the National Geodetic Survey in June 1991..
 MJ0713
 MJ0713.The geoid height was determined by GEOID03.
 MJ0713
 MJ0713.The dynamic height is computed by dividing the NAVD 88
 MJ0713.geopotential number by the normal gravity value computed on the
 MJ0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0713.degrees latitude (g = 980.6199 gals.).
 MJ0713
 MJ0713.The modeled gravity was interpolated from observed gravity values.
 MJ0713
 MJ0713;                    North         East    Units  Estimated Accuracy
 MJ0713;SPC IA S     -   166,130.      296,440.      MT  (+/- 180 meters Scaled)
 MJ0713
 MJ0713                          SUPERSEDED SURVEY CONTROL
 MJ0713
 MJ0713  NGVD 29 (??/??/92)  303.068  (m)          994.32   (f) ADJ UNCH    2 0
 MJ0713
 MJ0713.Superseded values are not recommended for survey control.
 MJ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0713.See file dsdata.txt to determine how the superseded data were derived.
 MJ0713
 MJ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF547951(NAD 83)
 MJ0713_MARKER: DB = BENCH MARK DISK
 MJ0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0713_STAMPING: A 138 1948
 MJ0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0713+STABILITY: SURFACE MOTION
 MJ0713
 MJ0713  HISTORY     - Date     Condition        Report By
 MJ0713  HISTORY     - 1948     MONUMENTED       CGS
 MJ0713
 MJ0713                          STATION DESCRIPTION
 MJ0713
 MJ0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0713'4.4 MI W FROM LOVELAND.
 MJ0713'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0713'LOVELAND, THENCE 2.2 MILES WEST ALONG A DIRT ROAD, THENCE 2.0
 MJ0713'MILES SOUTH ALONG A DIRT ROAD, AT A FARMHOUSE, 122.0 FEET NORTH
 MJ0713'OF THE CENTER LINE OF A ROAD LEADING EAST, 32.4 FEET SOUTHWEST
 MJ0713'OF THE SOUTHWEST CORNER OF THE HOUSE, 30.0 FEET EAST OF THE
 MJ0713'CENTER LINE OF THE NORTH-SOUTH ROAD, 16.0 FEET NORTH OF THE
 MJ0713'CENTER LINE OF THE PRIVATE DRIVE LEADING EAST TO A BARN, 1.3
 MJ0713'FEET WEST OF A FENCE, SET IN TOP OF A CONCRETE POST PROJECTING
 MJ0713'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0741 ***********************************************************************
 MJ0741  DESIGNATION -  A 139
 MJ0741  PID         -  MJ0741
 MJ0741  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0741  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0741
 MJ0741                         *CURRENT SURVEY CONTROL
 MJ0741  ___________________________________________________________________
 MJ0741* NAD 83(1986)-  41 20 37.     (N)    095 55 20.     (W)     SCALED    
 MJ0741* NAVD 88     -       301.384  (meters)     988.79   (feet)  ADJUSTED  
 MJ0741  ___________________________________________________________________
 MJ0741  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 MJ0741  DYNAMIC HT  -         301.255 (meters)     988.37  (feet)  COMP
 MJ0741  MODELED GRAV-     980,185.5   (mgal)                       NAVD 88
 MJ0741
 MJ0741  VERT ORDER  -  SECOND    CLASS 0
 MJ0741
 MJ0741.The horizontal coordinates were scaled from a topographic map and have
 MJ0741.an estimated accuracy of +/- 6 seconds.
 MJ0741
 MJ0741.The orthometric height was determined by differential leveling
 MJ0741.and adjusted by the National Geodetic Survey in June 1991..
 MJ0741
 MJ0741.The geoid height was determined by GEOID03.
 MJ0741
 MJ0741.The dynamic height is computed by dividing the NAVD 88
 MJ0741.geopotential number by the normal gravity value computed on the
 MJ0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0741.degrees latitude (g = 980.6199 gals.).
 MJ0741
 MJ0741.The modeled gravity was interpolated from observed gravity values.
 MJ0741
 MJ0741;                    North         East    Units  Estimated Accuracy
 MJ0741;SPC IA S     -   152,030.      297,300.      MT  (+/- 180 meters Scaled)
 MJ0741
 MJ0741                          SUPERSEDED SURVEY CONTROL
 MJ0741
 MJ0741  NGVD 29 (??/??/92)  301.258  (m)          988.38   (f) ADJ UNCH    2 0
 MJ0741
 MJ0741.Superseded values are not recommended for survey control.
 MJ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0741.See file dsdata.txt to determine how the superseded data were derived.
 MJ0741
 MJ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF555810(NAD 83)
 MJ0741_MARKER: DB = BENCH MARK DISK
 MJ0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0741_STAMPING: A 139 1948
 MJ0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0741+STABILITY: SURFACE MOTION
 MJ0741
 MJ0741  HISTORY     - Date     Condition        Report By
 MJ0741  HISTORY     - 1948     MONUMENTED       CGS
 MJ0741
 MJ0741                          STATION DESCRIPTION
 MJ0741
 MJ0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0741'5 MI SW FROM CRESCENT.
 MJ0741'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0741'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 0.5
 MJ0741'MILE SOUTH ALONG A DIRT ROAD, THENCE 1.4 MILES WEST ALONG A DIRT
 MJ0741'ROAD, THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.7 MILE
 MJ0741'WEST ALONG A DIRT ROAD, AT A FARMHOUSE, 75.0 FEET NORTH-NORTHWEST
 MJ0741'OF THE NORTHWEST CORNER OF THE HOUSE, 51.0 FEET SOUTH OF THE CENTER
 MJ0741'LINE OF THE EAST-WEST ROAD, 18.0 FEET EAST OF THE CENTER LINE OF A
 MJ0741'PRIVATE ROAD LEADING SOUTH, 15.7 FEET SOUTH OF A TELEPHONE POLE,
 MJ0741'1.0 FOOT WEST OF A FENCE, SET IN TOP OF A CONCRETE POST PROJECTING
 MJ0741'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0275 ***********************************************************************
 NL0275  DESIGNATION -  A 14
 NL0275  PID         -  NL0275
 NL0275  STATE/COUNTY-  IA/IDA
 NL0275  USGS QUAD   -  GALVA (1969)
 NL0275
 NL0275                         *CURRENT SURVEY CONTROL
 NL0275  ___________________________________________________________________
 NL0275* NAD 83(1986)-  42 30 31.     (N)    095 25 03.     (W)     SCALED    
 NL0275* NAVD 88     -       392.499  (meters)    1287.72   (feet)  ADJUSTED  
 NL0275  ___________________________________________________________________
 NL0275  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 NL0275  DYNAMIC HT  -         392.360 (meters)    1287.27  (feet)  COMP
 NL0275  MODELED GRAV-     980,254.8   (mgal)                       NAVD 88
 NL0275
 NL0275  VERT ORDER  -  FIRST     CLASS II
 NL0275
 NL0275.The horizontal coordinates were scaled from a topographic map and have
 NL0275.an estimated accuracy of +/- 6 seconds.
 NL0275
 NL0275.The orthometric height was determined by differential leveling
 NL0275.and adjusted by the National Geodetic Survey in June 1991..
 NL0275
 NL0275.The geoid height was determined by GEOID03.
 NL0275
 NL0275.The dynamic height is computed by dividing the NAVD 88
 NL0275.geopotential number by the normal gravity value computed on the
 NL0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0275.degrees latitude (g = 980.6199 gals.).
 NL0275
 NL0275.The modeled gravity was interpolated from observed gravity values.
 NL0275
 NL0275;                    North         East    Units  Estimated Accuracy
 NL0275;SPC IA N     - 1,113,820.    1,342,430.      MT  (+/- 180 meters Scaled)
 NL0275
 NL0275                          SUPERSEDED SURVEY CONTROL
 NL0275
 NL0275  NGVD 29 (??/??/92)  392.378  (m)         1287.33   (f) ADJ UNCH    1 2
 NL0275
 NL0275.Superseded values are not recommended for survey control.
 NL0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0275.See file dsdata.txt to determine how the superseded data were derived.
 NL0275
 NL0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH013090(NAD 83)
 NL0275_MARKER: DB = BENCH MARK DISK
 NL0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0275_STAMPING: 1287.327 A 14 1933
 NL0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0275+STABILITY: SURFACE MOTION
 NL0275
 NL0275  HISTORY     - Date     Condition        Report By
 NL0275  HISTORY     - 1933     MONUMENTED       CGS
 NL0275  HISTORY     - 1934     GOOD             NGS
 NL0275  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0275
 NL0275                          STATION DESCRIPTION
 NL0275
 NL0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0275'AT GALVA.
 NL0275'AT GALVA, IDA COUNTY, 120 FEET WEST OF THE WEST END OF THE
 NL0275'CHICAGO AND NORTH WESTERN RAILWAY STATION, AT A STREET CROSSING,
 NL0275'61.0 FEET WEST OF THE CENTERLINE OF THE STREET, 15.1 FEET SOUTH
 NL0275'OF THE SOUTH RAIL OF THE MAIN TRACK, AND 19.8 FEET WEST OF
 NL0275'A POWER-TRANSMISSION LINE POLE.  A STANDARD DISK, STAMPED
 NL0275'1287.327 A 14 1933 AND SET IN THE TOP OF A CONCRETE POST.
 NL0275
 NL0275                          STATION RECOVERY (2000)
 NL0275
 NL0275'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0275'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0639 ***********************************************************************
 MJ0639  CBN         -  This is a Cooperative Base Network Control Station.
 MJ0639  DESIGNATION -  A 140
 MJ0639  PID         -  MJ0639
 MJ0639  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0639  USGS QUAD   -  LOVELAND (1994)
 MJ0639
 MJ0639                         *CURRENT SURVEY CONTROL
 MJ0639  ___________________________________________________________________
 MJ0639* NAD 83(1996)-  41 28 25.76024(N)    095 52 53.99566(W)     ADJUSTED  
 MJ0639* NAVD 88     -       306.812  (meters)    1006.60   (feet)  ADJUSTED  
 MJ0639  ___________________________________________________________________
 MJ0639  X           -    -490,453.185 (meters)                     COMP
 MJ0639  Y           -  -4,760,916.767 (meters)                     COMP
 MJ0639  Z           -   4,202,178.549 (meters)                     COMP
 MJ0639  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 MJ0639  ELLIP HEIGHT-         278.18  (meters)          (07/28/03) GPS OBS
 MJ0639  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 MJ0639  DYNAMIC HT  -         306.669 (meters)    1006.13  (feet)  COMP
 MJ0639  MODELED GRAV-     980,150.7   (mgal)                       NAVD 88
 MJ0639
 MJ0639  HORZ ORDER  -  A
 MJ0639  VERT ORDER  -  FIRST     CLASS II
 MJ0639  ELLP ORDER  -  FOURTH    CLASS I
 MJ0639
 MJ0639.The horizontal coordinates were established by GPS observations
 MJ0639.and adjusted by the National Geodetic Survey in July 2003..
 MJ0639
 MJ0639.The orthometric height was determined by differential leveling
 MJ0639.and adjusted by the National Geodetic Survey in June 1991..
 MJ0639.WARNING-Repeat measurements at this control monument indicate possible
 MJ0639.vertical movement.
 MJ0639
 MJ0639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ0639
 MJ0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0639
 MJ0639.The ellipsoidal height was determined by GPS observations
 MJ0639.and is referenced to NAD 83.
 MJ0639
 MJ0639.The geoid height was determined by GEOID03.
 MJ0639
 MJ0639.The dynamic height is computed by dividing the NAVD 88
 MJ0639.geopotential number by the normal gravity value computed on the
 MJ0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0639.degrees latitude (g = 980.6199 gals.).
 MJ0639
 MJ0639.The modeled gravity was interpolated from observed gravity values.
 MJ0639
 MJ0639;                    North         East     Units Scale Factor Converg.
 MJ0639;SPC IA S     -   166,390.885   301,092.875   MT  0.99995969   -1 34 07.7
 MJ0639;UTM  15      - 4,595,367.230   259,378.755   MT  1.00031258   -1 54 33.8
 MJ0639
 MJ0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0639!SPC IA S     -   0.99995637  x   0.99995969  =   0.99991606
 MJ0639!UTM  15      -   0.99995637  x   1.00031258  =   1.00026894
 MJ0639
 MJ0639                          SUPERSEDED SURVEY CONTROL
 MJ0639
 MJ0639  NAD 83(1996)-  41 28 25.76040(N)    095 52 53.99584(W) AD(       ) 3
 MJ0639  ELLIP H (05/06/99)  278.21   (m)                       GP(       ) 4 1
 MJ0639  NAD 83(1996)-  41 28 25.76065(N)    095 52 53.99599(W) AD(       ) 3
 MJ0639  NAD 83(1986)-  41 28 25.76716(N)    095 52 53.99888(W) AD(       ) 3
 MJ0639  NGVD 29 (??/??/92)  306.682  (m)         1006.17   (f) ADJ UNCH    1 2
 MJ0639
 MJ0639.Superseded values are not recommended for survey control.
 MJ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0639.See file dsdata.txt to determine how the superseded data were derived.
 MJ0639
 MJ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5937995367(NAD 83)
 MJ0639_MARKER: DB = BENCH MARK DISK
 MJ0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0639_SP_SET: HEADWALL
 MJ0639_STAMPING: A 140 1948
 MJ0639_MARK LOGO: CGS   
 MJ0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0639+STABILITY: SURFACE MOTION
 MJ0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0639+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 MJ0639
 MJ0639  HISTORY     - Date     Condition        Report By
 MJ0639  HISTORY     - 1948     MONUMENTED       CGS
 MJ0639  HISTORY     - 19890803 GOOD             NGS
 MJ0639  HISTORY     - 19890809 GOOD             NGS
 MJ0639  HISTORY     - 20030205 GOOD             NGS
 MJ0639
 MJ0639                          STATION DESCRIPTION
 MJ0639
 MJ0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0639'1.6 MI S FROM LOVELAND.
 MJ0639'1.6 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0639'FROM THE STATION SIGN AT LOVELAND, 2.8 MILES NORTH ALONG THE
 MJ0639'CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION SIGN AT HONEY
 MJ0639'CREEK, SET IN THE NORTH CORNER OF THE EAST WALL OF A RAILROAD
 MJ0639'CULVERT, BETWEEN THE TRACK AND U.S. HIGHWAY NO. 75, 72.1 FEET
 MJ0639'WEST OF THE CENTER LINE OF THE HIGHWAY, 8.8 FEET EAST OF THE
 MJ0639'EAST RAIL OF THE EAST TRACK, 1.2 FEET SOUTH OF THE NORTH END
 MJ0639'OF THE WALL.
 MJ0639
 MJ0639                          STATION RECOVERY (1989)
 MJ0639
 MJ0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0639'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.5 KM
 MJ0639'(1.55 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 MJ0639'ITS JUNCTION WITH INTERSTATE HIGHWAY 680 IN LOVELAND, IN TOP OF AND
 MJ0639'0.4 M (1.3 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF
 MJ0639'A RAILROAD CULVERT, 22.0 M (72.2 FT) WEST OF THE CENTERLINE OF STATE
 MJ0639'HIGHWAY 183, 6.7 M (22.0 FT) EAST OF THE NEAR RAIL, AND 0.6 M
 MJ0639'(2.0 FT) BELOW THE LEVEL OF THE TRACKS.
 MJ0639
 MJ0639                          STATION RECOVERY (1989)
 MJ0639
 MJ0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0639'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) SOUTH OF LOVELAND, 2.9
 MJ0639'KM (1.80 MI) EAST OF INTERSTATE HIGHWAY 29, 2.6 KM (1.60 MI) SOUTH OF
 MJ0639'INTERSTATE HIGHWAY 680, AND IN THE TOP OF THE NORTH END OF THE EAST
 MJ0639'CONCRETE HEAD WALL OF A BOX CULVERT UNDER THE RAILROAD.
 MJ0639'OWNERSHIP--CHICAGO AND NORTHWESTERN RAILROAD, 229 NORTH 3RD STREET,
 MJ0639'LAURENS, IA 50554, PHONE 712-845-4582.
 MJ0639'TO REACH THE STATION FROM THE TOP OF THE OVERPASS BRIDGE AT THE
 MJ0639'INTERSTATE HIGHWAY 29 INTERCHANGE FOR LOVELAND, EXIT 72 ABOUT 0.8 KM
 MJ0639'(0.50 MI) NORTH OF THE JUNCTION OF INTERSTATE HIGHWAYS 29 AND 680, GO
 MJ0639'EAST FOR 0.65 KM (0.40 MI) ON COUNTY ROAD G 14 TO THE T-JUNCTION OF
 MJ0639'STATE HIGHWAY 183.  TURN RIGHT AND GO SOUTH PASSING THROUGH LOVELAND
 MJ0639'FOR 0.55 KM (0.35 MI) ON HIGHWAY 183 TO THE INTERSTATE HIGHWAY 680
 MJ0639'UNDERPASS.  CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 2.6 KM (1.60 MI)
 MJ0639'ON HIGHWAY 183 TO THE STATION ON THE RIGHT.
 MJ0639'THE STATION IS LOCATED 22.1 M (72.5 FT) WEST FROM THE CENTER OF THE
 MJ0639'HIGHWAY, 6.7 M (22.0 FT) EAST FROM THE EAST RAIL, AND 0.35 M (1.1 FT)
 MJ0639'SOUTH FROM THE NORTH END OF THE HEADWALL.
 MJ0639'DESCRIBED BY C. L. SMITH.
 MJ0639
 MJ0639                          STATION RECOVERY (2003)
 MJ0639
 MJ0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (HW)
 MJ0639'RECOVERED AS DESCRIBED.
 MJ0639'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0223 ***********************************************************************
 NM0223  DESIGNATION -  A 142
 NM0223  PID         -  NM0223
 NM0223  STATE/COUNTY-  IA/WOODBURY
 NM0223  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0223
 NM0223                         *CURRENT SURVEY CONTROL
 NM0223  ___________________________________________________________________
 NM0223* NAD 83(1986)-  42 24 01.     (N)    096 23 48.     (W)     SCALED    
 NM0223* NAVD 88     -       331.321  (meters)    1087.01   (feet)  ADJUSTED  
 NM0223  ___________________________________________________________________
 NM0223  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 NM0223  DYNAMIC HT  -         331.215 (meters)    1086.66  (feet)  COMP
 NM0223  MODELED GRAV-     980,292.4   (mgal)                       NAVD 88
 NM0223
 NM0223  VERT ORDER  -  SECOND    CLASS 0
 NM0223
 NM0223.The horizontal coordinates were scaled from a topographic map and have
 NM0223.an estimated accuracy of +/- 6 seconds.
 NM0223
 NM0223.The orthometric height was determined by differential leveling
 NM0223.and adjusted by the National Geodetic Survey in June 1991..
 NM0223
 NM0223.The geoid height was determined by GEOID03.
 NM0223
 NM0223.The dynamic height is computed by dividing the NAVD 88
 NM0223.geopotential number by the normal gravity value computed on the
 NM0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0223.degrees latitude (g = 980.6199 gals.).
 NM0223
 NM0223.The modeled gravity was interpolated from observed gravity values.
 NM0223
 NM0223;                    North         East    Units  Estimated Accuracy
 NM0223;SPC IA N     - 1,104,080.    1,261,580.      MT  (+/- 180 meters Scaled)
 NM0223
 NM0223                          SUPERSEDED SURVEY CONTROL
 NM0223
 NM0223  NGVD 29 (??/??/92)  331.162  (m)         1086.49   (f) ADJ UNCH    2 0
 NM0223
 NM0223.Superseded values are not recommended for survey control.
 NM0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0223.See file dsdata.txt to determine how the superseded data were derived.
 NM0223
 NM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM142975(NAD 83)
 NM0223_MARKER: DB = BENCH MARK DISK
 NM0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0223_SP_SET: CONCRETE POST
 NM0223_STAMPING: A 142 1948
 NM0223_MARK LOGO: CGS   
 NM0223_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0223+STABILITY: SURFACE MOTION
 NM0223
 NM0223  HISTORY     - Date     Condition        Report By
 NM0223  HISTORY     - 1948     MONUMENTED       CGS
 NM0223  HISTORY     - 1953     GOOD             NGS
 NM0223  HISTORY     - 19910824 MARK NOT FOUND   LOCENG
 NM0223
 NM0223                          STATION DESCRIPTION
 NM0223
 NM0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0223'4.2 MI W FROM SERGEANT BLUFF.
 NM0223'0.5 MILE WEST ALONG STATE HIGHWAY NO. 377 FROM THE JUNCTION OF
 NM0223'U.S. HIGHWAY NO. 75 AT SERGEANT BLUFF, THENCE 1.0 MILE NORTH
 NM0223'ALONG A GRADED DIRT ROAD, THENCE 0.75 MILE WEST ALONG A GRAVELED
 NM0223'ROAD, THENCE 1.2 MILES SOUTH ALONG A GRAVELED AND GRADED DIRT
 NM0223'ROAD, THENCE 0.8 MILE SOUTHWEST ALONG A DIRT ROAD, AT A ROAD
 NM0223'JUNCTION, ON THE NORTH SIDE OF A TRIANGLE FORMED BY THE JUNCTION,
 NM0223'147.3 FEET NORTH OF THE NORTH CORNER OF A WOODEN BRIDGE,
 NM0223'43.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING
 NM0223'NORTHEAST, 12.0 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 NM0223'WEST, 1.7 FEET SOUTH OF A FENCE, 2.0 FEET EAST OF A REFERENCE
 NM0223'POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 NM0223'GROUND.
 NM0223
 NM0223                          STATION RECOVERY (1953)
 NM0223
 NM0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 NM0223'RECOVERED IN GOOD CONDITION.
 NM0223
 NM0223                          STATION RECOVERY (1991)
 NM0223
 NM0223'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 NM0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0264 ***********************************************************************
 NM0264  DESIGNATION -  A 143
 NM0264  PID         -  NM0264
 NM0264  STATE/COUNTY-  IA/WOODBURY
 NM0264  USGS QUAD   -  ALBATON (1969)
 NM0264
 NM0264                         *CURRENT SURVEY CONTROL
 NM0264  ___________________________________________________________________
 NM0264* NAD 83(1986)-  42 14 36.     (N)    096 18 35.     (W)     SCALED    
 NM0264* NAVD 88     -       328.796  (meters)    1078.72   (feet)  ADJUSTED  
 NM0264  ___________________________________________________________________
 NM0264  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 NM0264  DYNAMIC HT  -         328.686 (meters)    1078.36  (feet)  COMP
 NM0264  MODELED GRAV-     980,280.7   (mgal)                       NAVD 88
 NM0264
 NM0264  VERT ORDER  -  SECOND    CLASS 0
 NM0264
 NM0264.The horizontal coordinates were scaled from a topographic map and have
 NM0264.an estimated accuracy of +/- 6 seconds.
 NM0264
 NM0264.The orthometric height was determined by differential leveling
 NM0264.and adjusted by the National Geodetic Survey in June 1991..
 NM0264
 NM0264.The geoid height was determined by GEOID03.
 NM0264
 NM0264.The dynamic height is computed by dividing the NAVD 88
 NM0264.geopotential number by the normal gravity value computed on the
 NM0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0264.degrees latitude (g = 980.6199 gals.).
 NM0264
 NM0264.The modeled gravity was interpolated from observed gravity values.
 NM0264
 NM0264;                    North         East    Units  Estimated Accuracy
 NM0264;SPC IA N     - 1,086,420.    1,268,150.      MT  (+/- 180 meters Scaled)
 NM0264
 NM0264                          SUPERSEDED SURVEY CONTROL
 NM0264
 NM0264  NGVD 29 (??/??/92)  328.643  (m)         1078.22   (f) ADJ UNCH    2 0
 NM0264
 NM0264.Superseded values are not recommended for survey control.
 NM0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0264.See file dsdata.txt to determine how the superseded data were derived.
 NM0264
 NM0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM219802(NAD 83)
 NM0264_MARKER: DB = BENCH MARK DISK
 NM0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0264_STAMPING: A 143 1948
 NM0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0264+STABILITY: SURFACE MOTION
 NM0264
 NM0264  HISTORY     - Date     Condition        Report By
 NM0264  HISTORY     - 1948     MONUMENTED       CGS
 NM0264  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0264
 NM0264                          STATION DESCRIPTION
 NM0264
 NM0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0264'6.1 MI W FROM SLOAN.
 NM0264'2.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0264'FROM THE STATION AT SLOAN, THENCE 2.1 MILES WEST ALONG A GRAVEL
 NM0264'ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 1.0
 NM0264'MILE WEST ALONG A DIRT ROAD, AT THE WEST END OF AN EAST-WEST ROAD,
 NM0264'29.4 FEET EAST OF THE SOUTHEAST CORNER OF AN ABANDONED FARMHOUSE,
 NM0264'54.0 FEET SOUTH OF THE CENTER LINE OF A FIELD ROAD, 18.5 FEET
 NM0264'NORTH OF A 36-INCH LONE ELM TREE, 1.4 FEET EAST OF A REFERENCE POST,
 NM0264'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 NM0264'GROUND.  NOTE-- APPROXIMATELY ONE HOUR WAS SPENT SEARCHING FOR
 NM0264'THE MARK.
 NM0264
 NM0264                          STATION RECOVERY (1969)
 NM0264
 NM0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0170 ***********************************************************************
 MK0170  DESIGNATION -  A 144
 MK0170  PID         -  MK0170
 MK0170  STATE/COUNTY-  IA/HARRISON
 MK0170  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0170
 MK0170                         *CURRENT SURVEY CONTROL
 MK0170  ___________________________________________________________________
 MK0170* NAD 83(1986)-  41 50 07.     (N)    096 05 06.     (W)     SCALED    
 MK0170* NAVD 88     -       315.127  (meters)    1033.88   (feet)  ADJUSTED  
 MK0170  ___________________________________________________________________
 MK0170  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 MK0170  DYNAMIC HT  -         315.004 (meters)    1033.48  (feet)  COMP
 MK0170  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 MK0170
 MK0170  VERT ORDER  -  SECOND    CLASS 0
 MK0170
 MK0170.The horizontal coordinates were scaled from a topographic map and have
 MK0170.an estimated accuracy of +/- 6 seconds.
 MK0170
 MK0170.The orthometric height was determined by differential leveling
 MK0170.and adjusted by the National Geodetic Survey in June 1991..
 MK0170
 MK0170.The geoid height was determined by GEOID03.
 MK0170
 MK0170.The dynamic height is computed by dividing the NAVD 88
 MK0170.geopotential number by the normal gravity value computed on the
 MK0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0170.degrees latitude (g = 980.6199 gals.).
 MK0170
 MK0170.The modeled gravity was interpolated from observed gravity values.
 MK0170
 MK0170;                    North         East    Units  Estimated Accuracy
 MK0170;SPC IA S     -   207,000.      285,310.      MT  (+/- 180 meters Scaled)
 MK0170
 MK0170                          SUPERSEDED SURVEY CONTROL
 MK0170
 MK0170.No superseded survey control is available for this station.
 MK0170
 MK0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM420355(NAD 83)
 MK0170_MARKER: DB = BENCH MARK DISK
 MK0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0170_STAMPING: A 144 1948
 MK0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0170+STABILITY: SURFACE MOTION
 MK0170
 MK0170  HISTORY     - Date     Condition        Report By
 MK0170  HISTORY     - 1948     MONUMENTED       CGS
 MK0170  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0170
 MK0170                          STATION DESCRIPTION
 MK0170
 MK0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0170'3.3 MI NW FROM RIVER SIOUX.
 MK0170'2.3 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0170'FROM THE STATION AT RIVER SIOUX, THENCE 1.0 MILE WEST ALONG
 MK0170'A DIRT ROAD, 25.0 FEET SOUTH OF THE CENTER LINE OF THE TRAIL
 MK0170'LEADING SOUTH, 2.0 FEET SOUTH OF A CORNER FENCE POST, 1.3
 MK0170'FEET WEST OF A FENCE, 1.8 FEET NORTH OF A REFERENCE POST, SET
 MK0170'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MK0170'GROUND.
 MK0170
 MK0170                          STATION RECOVERY (1970)
 MK0170
 MK0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0171 ***********************************************************************
 MK0171  DESIGNATION -  A 144 RESET
 MK0171  PID         -  MK0171
 MK0171  STATE/COUNTY-  IA/HARRISON
 MK0171  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0171
 MK0171                         *CURRENT SURVEY CONTROL
 MK0171  ___________________________________________________________________
 MK0171* NAD 83(1986)-  41 50 07.     (N)    096 05 06.     (W)     SCALED    
 MK0171* NAVD 88     -       314.95   (meters)    1033.3    (feet)  RESET     
 MK0171  ___________________________________________________________________
 MK0171  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 MK0171
 MK0171  VERT ORDER  -  THIRD
 MK0171
 MK0171.The horizontal coordinates were scaled from a topographic map and have
 MK0171.an estimated accuracy of +/- 6 seconds.
 MK0171
 MK0171.The orthometric height was computed from unverified reset data.
 MK0171
 MK0171.The geoid height was determined by GEOID03.
 MK0171
 MK0171;                    North         East    Units  Estimated Accuracy
 MK0171;SPC IA S     -   207,000.      285,310.      MT  (+/- 180 meters Scaled)
 MK0171
 MK0171                          SUPERSEDED SURVEY CONTROL
 MK0171
 MK0171  NGVD 29 (??/??/??)  314.80   (m)         1032.8    (f) RESET       3  
 MK0171
 MK0171.Superseded values are not recommended for survey control.
 MK0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0171.See file dsdata.txt to determine how the superseded data were derived.
 MK0171
 MK0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM420355(NAD 83)
 MK0171_MARKER: DB = BENCH MARK DISK
 MK0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0171_STAMPING: A 144 RESET 1966
 MK0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0171+STABILITY: SURFACE MOTION
 MK0171
 MK0171  HISTORY     - Date     Condition        Report By
 MK0171  HISTORY     - 1966     MONUMENTED       IAHD
 MK0171  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0171
 MK0171                          STATION DESCRIPTION
 MK0171
 MK0171'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1966
 MK0171'3.3 MI NW FROM RIVER SIOUX.
 MK0171'ABOUT 2.3 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 MK0171'RAILWAY FROM THE STATION AT RIVER SIOUX, THENCE 1.0 MILE WEST
 MK0171'ALONG A DIRT ROAD, 25 FEET SOUTH OF THE CENTERLINE OF THE
 MK0171'EAST-WEST ROAD, 22 FEET EAST OF THE CENTERLINE OF THE TRAIL
 MK0171'LEADING SOUTH, 2 FEET SOUTH OF A FENCE POST AND 1.3 FEET WEST
 MK0171'OF A FENCE.  THE RESET MARK IS 137 FEET RIGHT OF CENTERLINE
 MK0171'STATION 2285 + 40 AND SET IN THE TOP OF A CONCRETE POST.
 MK0171
 MK0171                          STATION RECOVERY (1974)
 MK0171
 MK0171'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0561 ***********************************************************************
 NM0561  DESIGNATION -  A 145
 NM0561  PID         -  NM0561
 NM0561  STATE/COUNTY-  IA/MONONA
 NM0561  USGS QUAD   -  ONAWA SW (1969)
 NM0561
 NM0561                         *CURRENT SURVEY CONTROL
 NM0561  ___________________________________________________________________
 NM0561* NAD 83(1986)-  42 01 18.     (N)    096 13 19.     (W)     SCALED    
 NM0561* NAVD 88     -       321.331  (meters)    1054.23   (feet)  ADJUSTED  
 NM0561  ___________________________________________________________________
 NM0561  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 NM0561  DYNAMIC HT  -         321.216 (meters)    1053.86  (feet)  COMP
 NM0561  MODELED GRAV-     980,256.5   (mgal)                       NAVD 88
 NM0561
 NM0561  VERT ORDER  -  SECOND    CLASS 0
 NM0561
 NM0561.The horizontal coordinates were scaled from a topographic map and have
 NM0561.an estimated accuracy of +/- 6 seconds.
 NM0561
 NM0561.The orthometric height was determined by differential leveling
 NM0561.and adjusted by the National Geodetic Survey in June 1991..
 NM0561
 NM0561.The geoid height was determined by GEOID03.
 NM0561
 NM0561.The dynamic height is computed by dividing the NAVD 88
 NM0561.geopotential number by the normal gravity value computed on the
 NM0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0561.degrees latitude (g = 980.6199 gals.).
 NM0561
 NM0561.The modeled gravity was interpolated from observed gravity values.
 NM0561
 NM0561;                    North         East    Units  Estimated Accuracy
 NM0561;SPC IA N     - 1,061,570.    1,274,600.      MT  (+/- 180 meters Scaled)
 NM0561
 NM0561                          SUPERSEDED SURVEY CONTROL
 NM0561
 NM0561  NGVD 29 (??/??/92)  321.188  (m)         1053.76   (f) ADJ UNCH    2 0
 NM0561
 NM0561.Superseded values are not recommended for survey control.
 NM0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0561.See file dsdata.txt to determine how the superseded data were derived.
 NM0561
 NM0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM300559(NAD 83)
 NM0561_MARKER: DB = BENCH MARK DISK
 NM0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0561_STAMPING: A 145 1948
 NM0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0561+STABILITY: SURFACE MOTION
 NM0561
 NM0561  HISTORY     - Date     Condition        Report By
 NM0561  HISTORY     - 1948     MONUMENTED       CGS
 NM0561
 NM0561                          STATION DESCRIPTION
 NM0561
 NM0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0561'6.9 MI SW FROM ONAWA.
 NM0561'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0561'AT ONAWA, THENCE 2.8 MILES WEST ALONG COUNTY ROAD H, THENCE 0.2
 NM0561'MILE WEST ALONG A DIRT ROAD, THENCE 0.4 MILE SOUTHERLY ALONG A
 NM0561'DIRT ROAD, AT THE ONAWA MATERIAL YARD (USED), AT THE MAIN GATE,
 NM0561'22.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 15.4 FEET
 NM0561'NORTHWEST OF THE NORTHWEST GATE POST, 9.0 FEET NORTHEAST OF THE
 NM0561'SOUTHEAST CORNER OF THE OIL HOUSE, 0.8 FOOT NORTHEAST OF A FENCE,
 NM0561'1.7 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 NM0561'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0820 ***********************************************************************
 NM0820  CBN         -  This is a Cooperative Base Network Control Station.
 NM0820  DESIGNATION -  A 146
 NM0820  PID         -  NM0820
 NM0820  STATE/COUNTY-  IA/PLYMOUTH
 NM0820  USGS QUAD   -  JEFFERSON (1994)
 NM0820
 NM0820                         *CURRENT SURVEY CONTROL
 NM0820  ___________________________________________________________________
 NM0820* NAD 83(1996)-  42 46 56.59429(N)    096 35 33.84753(W)     ADJUSTED  
 NM0820* NAVD 88     -       347.196  (meters)    1139.09   (feet)  ADJUSTED  
 NM0820  ___________________________________________________________________
 NM0820  X           -    -538,308.702 (meters)                     COMP
 NM0820  Y           -  -4,657,638.359 (meters)                     COMP
 NM0820  Z           -   4,310,008.603 (meters)                     COMP
 NM0820  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 NM0820  ELLIP HEIGHT-         321.53  (meters)          (06/15/04) GPS OBS
 NM0820  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 NM0820  DYNAMIC HT  -         347.099 (meters)    1138.77  (feet)  COMP
 NM0820  MODELED GRAV-     980,331.7   (mgal)                       NAVD 88
 NM0820
 NM0820  HORZ ORDER  -  B
 NM0820  VERT ORDER  -  FIRST     CLASS II
 NM0820  ELLP ORDER  -  FOURTH    CLASS I
 NM0820
 NM0820.The horizontal coordinates were established by GPS observations
 NM0820.and adjusted by the National Geodetic Survey in August 1997..
 NM0820
 NM0820.The orthometric height was determined by differential leveling
 NM0820.and adjusted by the National Geodetic Survey in June 1991..
 NM0820
 NM0820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM0820
 NM0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0820
 NM0820.The ellipsoidal height was determined by GPS observations
 NM0820.and is referenced to NAD 83.
 NM0820
 NM0820.The geoid height was determined by GEOID03.
 NM0820
 NM0820.The dynamic height is computed by dividing the NAVD 88
 NM0820.geopotential number by the normal gravity value computed on the
 NM0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0820.degrees latitude (g = 980.6199 gals.).
 NM0820
 NM0820.The modeled gravity was interpolated from observed gravity values.
 NM0820
 NM0820;                    North         East     Units Scale Factor Converg.
 NM0820;SPC IA N     - 1,147,072.015 1,246,996.990   MT  0.99994737   -2 05 45.9
 NM0820;UTM  14      - 4,739,460.184   696,907.758   MT  1.00007703   +1 38 08.1
 NM0820
 NM0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0820!SPC IA N     -   0.99994958  x   0.99994737  =   0.99989695
 NM0820!UTM  14      -   0.99994958  x   1.00007703  =   1.00002660
 NM0820
 NM0820                          SUPERSEDED SURVEY CONTROL
 NM0820
 NM0820  ELLIP H (08/25/97)  321.55   (m)                       GP(       ) 4 1
 NM0820  NAVD 88 (08/25/97)  347.20   (m)         1139.1    (f) LEVELING    3  
 NM0820  NGVD 29 (??/??/92)  347.006  (m)         1138.47   (f) ADJ UNCH    1 2
 NM0820
 NM0820.Superseded values are not recommended for survey control.
 NM0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0820.See file dsdata.txt to determine how the superseded data were derived.
 NM0820
 NM0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9690839460(NAD 83)
 NM0820_MARKER: DB = BENCH MARK DISK
 NM0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0820_SP_SET: CONCRETE POST
 NM0820_STAMPING: A 146 1948
 NM0820_MARK LOGO: CGS   
 NM0820_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0820+STABILITY: SURFACE MOTION
 NM0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0820+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1996
 NM0820
 NM0820  HISTORY     - Date     Condition        Report By
 NM0820  HISTORY     - 1948     MONUMENTED       CGS
 NM0820  HISTORY     - 19930908 GOOD             NGS
 NM0820  HISTORY     - 19960917 GOOD             NGS
 NM0820
 NM0820                          STATION DESCRIPTION
 NM0820
 NM0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0820'2 MI N FROM WESTFIELD.
 NM0820'2.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0820'PACIFIC RAILROAD FROM THE STATION AT WESTFIELD, 3.5 MILES
 NM0820'SOUTHWEST OF THE STATION AT AKRON, 0.25 MILE SOUTHWEST OF MILEPOST
 NM0820'9, AT A PRIVATE ROAD CROSSING, 46.0 FEET NORTHWEST OF THE
 NM0820'NORTHWEST RAIL OF THE TRACK, 52.0 FEET NORTHEAST OF THE CENTER
 NM0820'LINE OF THE ROAD, 66.5 FEET SOUTHWEST OF THE 8TH. POLE SOUTHWEST
 NM0820'OF THE MILEPOST, 1.2 FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY
 NM0820'FENCE, 1.7 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP
 NM0820'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0820
 NM0820                          STATION RECOVERY (1993)
 NM0820
 NM0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0820'2.5 KM (1.55 MI) NORTHERLY ALONG STATE HIGHWAY 12 FROM THE JUNCTION
 NM0820'OF STATE HIGHWAY 3 IN WESTFIELD, 45.5 M (149.3 FT) NORTHWEST OF THE
 NM0820'HIGHWAY CENTERLINE, 14.4 M (47.2 FT) NORTHEAST OF THE CENTER OF A
 NM0820'FIELD ROAD, 14.0 M (45.9 FT) NORTHWEST OF THE NEAR RAIL OF THE
 NM0820'BURLINGTON NORTHERN RAILROAD, 8.1 M (26.6 FT) NORTH OF UNDERGROUND
 NM0820'CABLE WARNING SIGN NUMBER 4 42 40, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 NM0820'THE HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A FENCE, AND THE MONUMENT
 NM0820'PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
 NM0820
 NM0820                          STATION RECOVERY (1996)
 NM0820
 NM0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 NM0820'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH-NORTHEAST OF
 NM0820'WESTFIELD, IA., ABOUT 5.6 KM (3.45 MI) SOUTH-SOUTHWEST OF AKRON, IA.,
 NM0820'AT A FIELD ENTRANCE ROAD ON THE NORTHWEST SIDE OF STATE HIGHWAY 12,
 NM0820'NORTH-NORTHWEST OF AND ACROSS THE ROAD AND TRACKS FROM MILEPOST NUMBER
 NM0820'3, JUST SOUTHEAST OF A RIGHT-OF-WAY FENCE AND WITNESS POST. NOTE--THIS
 NM0820'STATION IS A (CBN/HARN FIRST ORDER VERTICAL BENCH MARK TIE) TO ORANGE
 NM0820'CITY MUNICIPAL AIRPORT, (ORC) .  TO REACH THE STATION FROM THE
 NM0820'JUNCTION OF STATE HIGHWAYS 3 AND 12 ON THE NORTHWEST SIDE OF
 NM0820'WESTFIELD, GO NORTHERLY, 2.5 KM (1.55 MI) ALONG HIGHWAY 12 TO MILEPOST
 NM0820'3 ON THE RIGHT AND THE FIELD ENTRANCE ON THE LEFT.  TURN LEFT,
 NM0820'NORTHWEST, 45.5 M (149.3 FT) TO THE RIGHT-OF-WAY FENCE AND THE STATION
 NM0820'ON THE RIGHT, JUST SOUTHEAST OF THE FENCE.  STATION IS 45.5 M (149.3
 NM0820'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 14.4 M (47.2 FT) NORTHEAST OF
 NM0820'THE FIELD ENTRANCE CENTER, 14.0 M (45.9 FT) NORTHWEST OF THE NEAR
 NM0820'RAIL, 8.1 M (26.6 FT) NORTH-NORTHEAST OF AN UNDERGROUND CABLE WARNING
 NM0820'SIGN NUMBER 4 42 40, 2.0 M (6.6 FT) BELOW THE HIGHWAY LEVEL, 0.4 M
 NM0820'(1.3 FT) SOUTH OF A (PINK) STATE GEODETIC SURVEY HARN STATION
 NM0820'MARKER/WITNESS POST, 0.3 M (1.0 FT) SOUTHEAST OF A FENCE, AND THE
 NM0820'MONUMENT PROJECTS 7-CM ABOVE THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0312 ***********************************************************************
 LF0312  DESIGNATION -  A 147
 LF0312  PID         -  LF0312
 LF0312  STATE/COUNTY-  IA/MILLS
 LF0312  USGS QUAD   -  IMOGENE (1978)
 LF0312
 LF0312                         *CURRENT SURVEY CONTROL
 LF0312  ___________________________________________________________________
 LF0312* NAD 83(1986)-  40 57 47.     (N)    095 29 11.     (W)     SCALED    
 LF0312* NAVD 88     -       359.969  (meters)    1181.00   (feet)  ADJUSTED  
 LF0312  ___________________________________________________________________
 LF0312  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 LF0312  DYNAMIC HT  -         359.800 (meters)    1180.44  (feet)  COMP
 LF0312  MODELED GRAV-     980,143.3   (mgal)                       NAVD 88
 LF0312
 LF0312  VERT ORDER  -  SECOND    CLASS 0
 LF0312
 LF0312.The horizontal coordinates were scaled from a topographic map and have
 LF0312.an estimated accuracy of +/- 6 seconds.
 LF0312
 LF0312.The orthometric height was determined by differential leveling
 LF0312.and adjusted by the National Geodetic Survey in June 1991..
 LF0312
 LF0312.The geoid height was determined by GEOID03.
 LF0312
 LF0312.The dynamic height is computed by dividing the NAVD 88
 LF0312.geopotential number by the normal gravity value computed on the
 LF0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0312.degrees latitude (g = 980.6199 gals.).
 LF0312
 LF0312.The modeled gravity was interpolated from observed gravity values.
 LF0312
 LF0312;                    North         East    Units  Estimated Accuracy
 LF0312;SPC IA S     -   108,860.      332,800.      MT  (+/- 180 meters Scaled)
 LF0312
 LF0312                          SUPERSEDED SURVEY CONTROL
 LF0312
 LF0312  NGVD 29 (??/??/92)  359.880  (m)         1180.71   (f) ADJ UNCH    2 0
 LF0312
 LF0312.Superseded values are not recommended for survey control.
 LF0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0312.See file dsdata.txt to determine how the superseded data were derived.
 LF0312
 LF0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF907376(NAD 83)
 LF0312_MARKER: DB = BENCH MARK DISK
 LF0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0312_STAMPING: A 147 1949
 LF0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0312+STABILITY: SURFACE MOTION
 LF0312
 LF0312  HISTORY     - Date     Condition        Report By
 LF0312  HISTORY     - 1949     MONUMENTED       CGS
 LF0312
 LF0312                          STATION DESCRIPTION
 LF0312
 LF0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0312'1.9 MI NE FROM STRAHAN.
 LF0312'0.8 MILE NORTH ALONG COUNTY ROAD U FROM THE STRAHAN CONSOLIDATED
 LF0312'SCHOOL AT STRAHAN, THENCE 0.5 MILE EAST ALONG A DIRT ROAD,
 LF0312'THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 0.4 MILE EAST
 LF0312'ALONG A DIRT ROAD, AT THE HILLYER AIRFIELD, AT THE NORTHWEST
 LF0312'END OF THE NORTHWEST-SOUTHEAST RUNWAY, ALONG AN EAST-WEST FENCE,
 LF0312'ABOUT MIDWAY BETWEEN THE MOST WESTERLY TWO TREES IN THE FENCE,
 LF0312'181.0 FEET EAST OF A GATE, 1.0 FOOT SOUTH OF THE FENCE, 1.0
 LF0312'FOOT WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 LF0312'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0529 ***********************************************************************
 MJ0529  DESIGNATION -  A 149 RESET
 MJ0529  PID         -  MJ0529
 MJ0529  STATE/COUNTY-  IA/MONTGOMERY
 MJ0529  USGS QUAD   -  CARSON NE (1978)
 MJ0529
 MJ0529                         *CURRENT SURVEY CONTROL
 MJ0529  ___________________________________________________________________
 MJ0529* NAD 83(1986)-  41 08 44.     (N)    095 21 57.     (W)     SCALED    
 MJ0529* NAVD 88     -       355.53   (meters)    1166.4    (feet)  RESET     
 MJ0529  ___________________________________________________________________
 MJ0529  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 MJ0529
 MJ0529  VERT ORDER  -  THIRD
 MJ0529
 MJ0529.The horizontal coordinates were scaled from a topographic map and have
 MJ0529.an estimated accuracy of +/- 6 seconds.
 MJ0529
 MJ0529.The orthometric height was computed from unverified reset data.
 MJ0529
 MJ0529.The geoid height was determined by GEOID03.
 MJ0529
 MJ0529;                    North         East    Units  Estimated Accuracy
 MJ0529;SPC IA S     -   128,890.      343,380.      MT  (+/- 180 meters Scaled)
 MJ0529
 MJ0529                          SUPERSEDED SURVEY CONTROL
 MJ0529
 MJ0529  NGVD 29 (??/??/??)  355.33   (m)         1165.8    (f) RESET       3  
 MJ0529
 MJ0529.Superseded values are not recommended for survey control.
 MJ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0529.See file dsdata.txt to determine how the superseded data were derived.
 MJ0529
 MJ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF014576(NAD 83)
 MJ0529_MARKER: DB = BENCH MARK DISK
 MJ0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0529_STAMPING: A 149 RESET 1970
 MJ0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0529+STABILITY: SURFACE MOTION
 MJ0529
 MJ0529  HISTORY     - Date     Condition        Report By
 MJ0529  HISTORY     - 1970     MONUMENTED       NGS
 MJ0529
 MJ0529                          STATION DESCRIPTION
 MJ0529
 MJ0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0529'3.8 MI NE FROM HENDERSON.
 MJ0529'ABOUT 1.8 MILES NORTHEAST ALONG STATE HIGHWAY 244 FROM THE CITIZENS
 MJ0529'STATE BANK AT HENDERSON, THENCE 2.0 MILES EAST ALONG COUNTY ROAD
 MJ0529'H-12, IN THE SOUTHEAST QUARTER OF A CROSSROAD, 126 FEET SOUTH OF
 MJ0529'THE CENTER OF AN EAST-WEST ROAD, 33 FEET EAST OF THE CENTER OF A
 MJ0529'NORTH-SOUTH ROAD, 26.5 FEET SOUTH OF THE SOUTH GATE POST AT A
 MJ0529'FILED ENTRANCE, 1 FOOT WEST OF A FENCE, 1 FOOT NORTH OF A METAL
 MJ0529'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MJ0529'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0409 ***********************************************************************
 MJ0409  DESIGNATION -  A 150
 MJ0409  PID         -  MJ0409
 MJ0409  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0409  USGS QUAD   -  WALNUT (1971)
 MJ0409
 MJ0409                         *CURRENT SURVEY CONTROL
 MJ0409  ___________________________________________________________________
 MJ0409* NAD 83(1986)-  41 28 19.     (N)    095 10 27.     (W)     SCALED    
 MJ0409* NAVD 88     -       393.153  (meters)    1289.87   (feet)  ADJUSTED  
 MJ0409  ___________________________________________________________________
 MJ0409  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 MJ0409  DYNAMIC HT  -         393.001 (meters)    1289.37  (feet)  COMP
 MJ0409  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 MJ0409
 MJ0409  VERT ORDER  -  FIRST     CLASS II
 MJ0409
 MJ0409.The horizontal coordinates were scaled from a topographic map and have
 MJ0409.an estimated accuracy of +/- 6 seconds.
 MJ0409
 MJ0409.The orthometric height was determined by differential leveling
 MJ0409.and adjusted by the National Geodetic Survey in June 1991..
 MJ0409
 MJ0409.The geoid height was determined by GEOID03.
 MJ0409
 MJ0409.The dynamic height is computed by dividing the NAVD 88
 MJ0409.geopotential number by the normal gravity value computed on the
 MJ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0409.degrees latitude (g = 980.6199 gals.).
 MJ0409
 MJ0409.The modeled gravity was interpolated from observed gravity values.
 MJ0409
 MJ0409;                    North         East    Units  Estimated Accuracy
 MJ0409;SPC IA S     -   164,810.      360,170.      MT  (+/- 180 meters Scaled)
 MJ0409
 MJ0409                          SUPERSEDED SURVEY CONTROL
 MJ0409
 MJ0409  NGVD 29 (??/??/92)  393.065  (m)         1289.58   (f) ADJ UNCH    1 2
 MJ0409
 MJ0409.Superseded values are not recommended for survey control.
 MJ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0409.See file dsdata.txt to determine how the superseded data were derived.
 MJ0409
 MJ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF184934(NAD 83)
 MJ0409_MARKER: DB = BENCH MARK DISK
 MJ0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0409_STAMPING: A 150 1949
 MJ0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0409+STABILITY: SURFACE MOTION
 MJ0409
 MJ0409  HISTORY     - Date     Condition        Report By
 MJ0409  HISTORY     - 1949     MONUMENTED       CGS
 MJ0409
 MJ0409                          STATION DESCRIPTION
 MJ0409
 MJ0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0409'2.7 MI E FROM WALNUT.
 MJ0409'2.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MJ0409'FROM THE STATION AT WALNUT, 3.9 MILES NORTHWEST ALONG THE RAILROAD
 MJ0409'FROM THE STATION AT MARNE, 5 RAILS WEST OF A SECTION LINE ROAD
 MJ0409'OVERPASS NO. 449.8, 49.2 FEET SOUTH OF THE SOUTH RAIL OF THE
 MJ0409'TRACK, 29.0 FEET WEST OF A CORNER FENCE POST, 35.6 FEET WEST OF
 MJ0409'A POWER LINE POLE, 1.3 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 MJ0409'FENCE, 1.2 FEET EAST OF A REFERENCE POST, ABOUT 1.5 FEET ABOVE
 MJ0409'TRACK LEVEL, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 MJ0409'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0368 ***********************************************************************
 MJ0368  DESIGNATION -  A 151 RESET
 MJ0368  PID         -  MJ0368
 MJ0368  STATE/COUNTY-  IA/SHELBY
 MJ0368  USGS QUAD   -  DEFIANCE (1971)
 MJ0368
 MJ0368                         *CURRENT SURVEY CONTROL
 MJ0368  ___________________________________________________________________
 MJ0368* NAD 83(1986)-  41 47 31.     (N)    095 18 26.     (W)     SCALED    
 MJ0368* NAVD 88     -       386.64   (meters)    1268.5    (feet)  RESET     
 MJ0368  ___________________________________________________________________
 MJ0368  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 MJ0368
 MJ0368  VERT ORDER  -  THIRD
 MJ0368
 MJ0368.The horizontal coordinates were scaled from a topographic map and have
 MJ0368.an estimated accuracy of +/- 6 seconds.
 MJ0368
 MJ0368.The orthometric height was computed from unverified reset data.
 MJ0368
 MJ0368.The geoid height was determined by GEOID03.
 MJ0368
 MJ0368;                    North         East    Units  Estimated Accuracy
 MJ0368;SPC IA S     -   200,560.      349,790.      MT  (+/- 180 meters Scaled)
 MJ0368
 MJ0368                          SUPERSEDED SURVEY CONTROL
 MJ0368
 MJ0368.No superseded survey control is available for this station.
 MJ0368
 MJ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG082292(NAD 83)
 MJ0368_MARKER: DD = SURVEY DISK
 MJ0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0368_SP_SET: CULVERT
 MJ0368_STAMPING: A 151 RESET 1968
 MJ0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0368
 MJ0368  HISTORY     - Date     Condition        Report By
 MJ0368  HISTORY     - 1968     MONUMENTED       LOCSUR
 MJ0368  HISTORY     - 1971     GOOD             LOCSUR
 MJ0368
 MJ0368                          STATION DESCRIPTION
 MJ0368
 MJ0368'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 MJ0368'3.6 MI SE FROM DEFIANCE.
 MJ0368'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 59 FROM THE SAINT PAUL
 MJ0368'CATHOLIC SCHOOL AT DEFIANCE, THENCE 0.9 MILE EAST ALONG STATE
 MJ0368'HIGHWAY 268, 5.2 MILES WEST ALONG STATE HIGHWAY 268 FROM THE
 MJ0368'JUNCTION OF COUNTY M AT IRWIN, SET IN THE EAST END OF THE
 MJ0368'SOUTH HEADWALL OF A TWIN 10 X 12 X 108 REINFORCED CONCRETE BOX
 MJ0368'CULVERT, ABOUT 300 FEET WEST OF THE NORTH-SOUTH SECTION LINE
 MJ0368'AND 56 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0402 ***********************************************************************
 NM0402  DESIGNATION -  A 152
 NM0402  PID         -  NM0402
 NM0402  STATE/COUNTY-  IA/WOODBURY
 NM0402  USGS QUAD   -  LUTON (1964)
 NM0402
 NM0402                         *CURRENT SURVEY CONTROL
 NM0402  ___________________________________________________________________
 NM0402* NAD 83(1986)-  42 18 56.     (N)    096 14 03.     (W)     SCALED    
 NM0402* NAVD 88     -       328.074  (meters)    1076.36   (feet)  ADJUSTED  
 NM0402  ___________________________________________________________________
 NM0402  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 NM0402  DYNAMIC HT  -         327.966 (meters)    1076.00  (feet)  COMP
 NM0402  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 NM0402
 NM0402  VERT ORDER  -  SECOND    CLASS 0
 NM0402
 NM0402.The horizontal coordinates were scaled from a topographic map and have
 NM0402.an estimated accuracy of +/- 6 seconds.
 NM0402
 NM0402.The orthometric height was determined by differential leveling
 NM0402.and adjusted by the National Geodetic Survey in June 1991..
 NM0402
 NM0402.The geoid height was determined by GEOID03.
 NM0402
 NM0402.The dynamic height is computed by dividing the NAVD 88
 NM0402.geopotential number by the normal gravity value computed on the
 NM0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0402.degrees latitude (g = 980.6199 gals.).
 NM0402
 NM0402.The modeled gravity was interpolated from observed gravity values.
 NM0402
 NM0402;                    North         East    Units  Estimated Accuracy
 NM0402;SPC IA N     - 1,094,230.    1,274,640.      MT  (+/- 180 meters Scaled)
 NM0402
 NM0402                          SUPERSEDED SURVEY CONTROL
 NM0402
 NM0402  NGVD 29 (??/??/92)  327.918  (m)         1075.84   (f) ADJ UNCH    2 0
 NM0402
 NM0402.Superseded values are not recommended for survey control.
 NM0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0402.See file dsdata.txt to determine how the superseded data were derived.
 NM0402
 NM0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM279885(NAD 83)
 NM0402_MARKER: DB = BENCH MARK DISK
 NM0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0402_STAMPING: A 152 1949
 NM0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0402+STABILITY: SURFACE MOTION
 NM0402
 NM0402  HISTORY     - Date     Condition        Report By
 NM0402  HISTORY     - 1949     MONUMENTED       CGS
 NM0402
 NM0402                          STATION DESCRIPTION
 NM0402
 NM0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0402'3.5 MI NE FROM SALIX.
 NM0402'0.6 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND NORTH
 NM0402'WESTERN RAILWAY STATION AT SALIX, THENCE 0.5 MILE EAST ALONG A
 NM0402'GRADED DIRT ROAD, THENCE 2.4 MILES EAST ALONG A GRAVELED ROAD,
 NM0402'64 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 15.0
 NM0402'FEET NORTHWEST OF A 16-INCH ELM WITH A TRIANGULAR BLAZE ON THE
 NM0402'SOUTH SIDE OF THE TREE, 9.0 FEET SOUTH OF A FENCE, 2.0 FEET
 NM0402'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 NM0402'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0373 ***********************************************************************
 NM0373  DESIGNATION -  A 153
 NM0373  PID         -  NM0373
 NM0373  STATE/COUNTY-  IA/MONONA
 NM0373  USGS QUAD   -  HORNICK (1969)
 NM0373
 NM0373                         *CURRENT SURVEY CONTROL
 NM0373  ___________________________________________________________________
 NM0373* NAD 83(1986)-  42 11 53.     (N)    096 03 30.     (W)     SCALED    
 NM0373* NAVD 88     -       322.849  (meters)    1059.21   (feet)  ADJUSTED  
 NM0373  ___________________________________________________________________
 NM0373  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 NM0373  DYNAMIC HT  -         322.739 (meters)    1058.85  (feet)  COMP
 NM0373  MODELED GRAV-     980,271.3   (mgal)                       NAVD 88
 NM0373
 NM0373  VERT ORDER  -  SECOND    CLASS 0
 NM0373
 NM0373.The horizontal coordinates were scaled from a topographic map and have
 NM0373.an estimated accuracy of +/- 6 seconds.
 NM0373
 NM0373.The orthometric height was determined by differential leveling
 NM0373.and adjusted by the National Geodetic Survey in June 1991..
 NM0373
 NM0373.The geoid height was determined by GEOID03.
 NM0373
 NM0373.The dynamic height is computed by dividing the NAVD 88
 NM0373.geopotential number by the normal gravity value computed on the
 NM0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0373.degrees latitude (g = 980.6199 gals.).
 NM0373
 NM0373.The modeled gravity was interpolated from observed gravity values.
 NM0373
 NM0373;                    North         East    Units  Estimated Accuracy
 NM0373;SPC IA N     - 1,080,730.    1,288,740.      MT  (+/- 180 meters Scaled)
 NM0373
 NM0373                          SUPERSEDED SURVEY CONTROL
 NM0373
 NM0373  NGVD 29 (??/??/92)  322.703  (m)         1058.73   (f) ADJ UNCH    2 0
 NM0373
 NM0373.Superseded values are not recommended for survey control.
 NM0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0373.See file dsdata.txt to determine how the superseded data were derived.
 NM0373
 NM0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM428759(NAD 83)
 NM0373_MARKER: DB = BENCH MARK DISK
 NM0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0373_STAMPING: A 153 1949
 NM0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0373+STABILITY: SURFACE MOTION
 NM0373
 NM0373  HISTORY     - Date     Condition        Report By
 NM0373  HISTORY     - 1949     MONUMENTED       CGS
 NM0373
 NM0373                          STATION DESCRIPTION
 NM0373
 NM0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0373'4 MI SE FROM HORNICK.
 NM0373'0.2 MILE SOUTHEAST ALONG A GRAVELED STREET FROM THE CHICAGO,
 NM0373'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT HORNICK,
 NM0373'THENCE 0.85 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 NM0373'SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 NM0373'GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, AT
 NM0373'THE FARM HOME OF M.E. TRESHAN, 178.0 FEET NORTH OF THE NORTHEAST
 NM0373'CORNER OF THE HOUSE, 115 FEET EAST OF THE CENTER LINE OF THE
 NM0373'NORTH-SOUTH ROAD, 67 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 NM0373'ROAD, 16 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 NM0373'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.3
 NM0373'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0816 ***********************************************************************
 NM0816  DESIGNATION -  A 154
 NM0816  PID         -  NM0816
 NM0816  STATE/COUNTY-  IA/PLYMOUTH
 NM0816  USGS QUAD   -  JEFFERSON (1994)
 NM0816
 NM0816                         *CURRENT SURVEY CONTROL
 NM0816  ___________________________________________________________________
 NM0816* NAD 83(1986)-  42 49 42.     (N)    096 33 38.     (W)     SCALED    
 NM0816* NAVD 88     -       349.790  (meters)    1147.60   (feet)  ADJUSTED  
 NM0816  ___________________________________________________________________
 NM0816  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 NM0816  DYNAMIC HT  -         349.694 (meters)    1147.29  (feet)  COMP
 NM0816  MODELED GRAV-     980,336.5   (mgal)                       NAVD 88
 NM0816
 NM0816  VERT ORDER  -  FIRST     CLASS II
 NM0816
 NM0816.The horizontal coordinates were scaled from a topographic map and have
 NM0816.an estimated accuracy of +/- 6 seconds.
 NM0816
 NM0816.The orthometric height was determined by differential leveling
 NM0816.and adjusted by the National Geodetic Survey in June 1991..
 NM0816
 NM0816.The geoid height was determined by GEOID03.
 NM0816
 NM0816.The dynamic height is computed by dividing the NAVD 88
 NM0816.geopotential number by the normal gravity value computed on the
 NM0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0816.degrees latitude (g = 980.6199 gals.).
 NM0816
 NM0816.The modeled gravity was interpolated from observed gravity values.
 NM0816
 NM0816;                    North         East    Units  Estimated Accuracy
 NM0816;SPC IA N     - 1,152,080.    1,249,810.      MT  (+/- 180 meters Scaled)
 NM0816
 NM0816                          SUPERSEDED SURVEY CONTROL
 NM0816
 NM0816  NGVD 29 (??/??/92)  349.598  (m)         1146.97   (f) ADJ UNCH    1 2
 NM0816
 NM0816.Superseded values are not recommended for survey control.
 NM0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0816.See file dsdata.txt to determine how the superseded data were derived.
 NM0816
 NM0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN993446(NAD 83)
 NM0816_MARKER: DB = BENCH MARK DISK
 NM0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0816_SP_SET: WALL
 NM0816_STAMPING: A 154 1949
 NM0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0816
 NM0816  HISTORY     - Date     Condition        Report By
 NM0816  HISTORY     - 1949     MONUMENTED       CGS
 NM0816
 NM0816                          STATION DESCRIPTION
 NM0816
 NM0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0816'AT AKRON.
 NM0816'AT AKRON, 90.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 NM0816'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 1.8 FEET SOUTH
 NM0816'OF THE NORTHWEST CORNER OF AND SET VERTICALLY 3.0 FEET ABOVE
 NM0816'THE SIDEWALK IN THE WEST WALL OF THE CITY HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0179 ***********************************************************************
 OQ0179  DESIGNATION -  A 155
 OQ0179  PID         -  OQ0179
 OQ0179  STATE/COUNTY-  IA/SIOUX
 OQ0179  USGS QUAD   -  CANTON (1978)
 OQ0179
 OQ0179                         *CURRENT SURVEY CONTROL
 OQ0179  ___________________________________________________________________
 OQ0179* NAD 83(1986)-  43 15 17.     (N)    096 32 56.     (W)     SCALED    
 OQ0179* NAVD 88     -       382.485  (meters)    1254.87   (feet)  ADJUSTED  
 OQ0179  ___________________________________________________________________
 OQ0179  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 OQ0179  DYNAMIC HT  -         382.379 (meters)    1254.52  (feet)  COMP
 OQ0179  MODELED GRAV-     980,333.7   (mgal)                       NAVD 88
 OQ0179
 OQ0179  VERT ORDER  -  FIRST     CLASS II
 OQ0179
 OQ0179.The horizontal coordinates were scaled from a topographic map and have
 OQ0179.an estimated accuracy of +/- 6 seconds.
 OQ0179
 OQ0179.The orthometric height was determined by differential leveling
 OQ0179.and adjusted by the National Geodetic Survey in June 1991..
 OQ0179
 OQ0179.The geoid height was determined by GEOID03.
 OQ0179
 OQ0179.The dynamic height is computed by dividing the NAVD 88
 OQ0179.geopotential number by the normal gravity value computed on the
 OQ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0179.degrees latitude (g = 980.6199 gals.).
 OQ0179
 OQ0179.The modeled gravity was interpolated from observed gravity values.
 OQ0179
 OQ0179;                    North         East    Units  Estimated Accuracy
 OQ0179;SPC IA N     - 1,199,380.    1,252,470.      MT  (+/- 180 meters Scaled)
 OQ0179
 OQ0179                          SUPERSEDED SURVEY CONTROL
 OQ0179
 OQ0179  NGVD 29 (??/??/92)  382.252  (m)         1254.11   (f) ADJ UNCH    1 2
 OQ0179
 OQ0179.Superseded values are not recommended for survey control.
 OQ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0179.See file dsdata.txt to determine how the superseded data were derived.
 OQ0179
 OQ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN989920(NAD 83)
 OQ0179_MARKER: DB = BENCH MARK DISK
 OQ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0179_STAMPING: A 155 1949
 OQ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0179+STABILITY: SURFACE MOTION
 OQ0179
 OQ0179  HISTORY     - Date     Condition        Report By
 OQ0179  HISTORY     - 1949     MONUMENTED       CGS
 OQ0179
 OQ0179                          STATION DESCRIPTION
 OQ0179
 OQ0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0179'4.4 MI NW FROM FAIRVIEW.
 OQ0179'4.4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OQ0179'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT FAIRVIEW,
 OQ0179'7 POLES SOUTH OF MILEPOST 46, 47.0 FEET EAST OF THE EAST RAIL,
 OQ0179'28.0 FEET SOUTH OF A PRIVATE ROAD AND AN IRON FRAME GATE,
 OQ0179'1.0 FOOT WEST OF A RIGHT-OF-WAY FENCE, 1.5 FEET NORTH OF A
 OQ0179'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OQ0179'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0304 ***********************************************************************
 LF0304  DESIGNATION -  A 156
 LF0304  PID         -  LF0304
 LF0304  STATE/COUNTY-  IA/FREMONT
 LF0304  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF0304
 LF0304                         *CURRENT SURVEY CONTROL
 LF0304  ___________________________________________________________________
 LF0304* NAD 83(1986)-  40 45 23.     (N)    095 24 39.     (W)     SCALED    
 LF0304* NAVD 88     -       290.375  (meters)     952.67   (feet)  ADJUSTED  
 LF0304  ___________________________________________________________________
 LF0304  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LF0304  DYNAMIC HT  -         290.218 (meters)     952.16  (feet)  COMP
 LF0304  MODELED GRAV-     980,078.7   (mgal)                       NAVD 88
 LF0304
 LF0304  VERT ORDER  -  SECOND    CLASS 0
 LF0304
 LF0304.The horizontal coordinates were scaled from a topographic map and have
 LF0304.an estimated accuracy of +/- 6 seconds.
 LF0304
 LF0304.The orthometric height was determined by differential leveling
 LF0304.and adjusted by the National Geodetic Survey in June 1991..
 LF0304
 LF0304.The geoid height was determined by GEOID03.
 LF0304
 LF0304.The dynamic height is computed by dividing the NAVD 88
 LF0304.geopotential number by the normal gravity value computed on the
 LF0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0304.degrees latitude (g = 980.6199 gals.).
 LF0304
 LF0304.The modeled gravity was interpolated from observed gravity values.
 LF0304
 LF0304;                    North         East    Units  Estimated Accuracy
 LF0304;SPC IA S     -    85,770.      338,660.      MT  (+/- 180 meters Scaled)
 LF0304
 LF0304                          SUPERSEDED SURVEY CONTROL
 LF0304
 LF0304  NGVD 29 (??/??/92)  290.260  (m)          952.29   (f) ADJ UNCH    2 0
 LF0304
 LF0304.Superseded values are not recommended for survey control.
 LF0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0304.See file dsdata.txt to determine how the superseded data were derived.
 LF0304
 LF0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF964145(NAD 83)
 LF0304_MARKER: DB = BENCH MARK DISK
 LF0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0304_STAMPING: A 156 1949
 LF0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0304+STABILITY: SURFACE MOTION
 LF0304
 LF0304  HISTORY     - Date     Condition        Report By
 LF0304  HISTORY     - 1949     MONUMENTED       CGS
 LF0304
 LF0304                          STATION DESCRIPTION
 LF0304
 LF0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0304'1.9 MI SW FROM SHENANDOAH.
 LF0304'0.5 MILE SOUTH ALONG U.S. HIGHWAY 59 FROM ITS INTERSECTION
 LF0304'WITH STATE HIGHWAYS 2 AND 48 AT THE WEST EDGE OF SHENANDOAH, THENCE
 LF0304'1.4 MILES WEST ALONG A GRAVELED ROAD WHICH LEADS TO THE MUNICIPAL
 LF0304'AIRPORT, 150 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LF0304'FARMHOUSE, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 9.0
 LF0304'FEET NORTHEAST OF A 16 INCH ELM TREE, 24 FEET EAST OF THE CENTER
 LF0304'LINE OF THE DRIVEWAY LEADING TO THE FARMHOUSE, 2.0 FEET WEST
 LF0304'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LF0304'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0947 ***********************************************************************
 LF0947  DESIGNATION -  A 157
 LF0947  PID         -  LF0947
 LF0947  STATE/COUNTY-  IA/FREMONT
 LF0947  USGS QUAD   -  RIVERTON (1981)
 LF0947
 LF0947                         *CURRENT SURVEY CONTROL
 LF0947  ___________________________________________________________________
 LF0947* NAD 83(1986)-  40 41 37.     (N)    095 34 07.     (W)     SCALED    
 LF0947* NAVD 88     -       283.711  (meters)     930.81   (feet)  ADJUSTED  
 LF0947  ___________________________________________________________________
 LF0947  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LF0947  DYNAMIC HT  -         283.560 (meters)     930.31  (feet)  COMP
 LF0947  MODELED GRAV-     980,085.6   (mgal)                       NAVD 88
 LF0947
 LF0947  VERT ORDER  -  SECOND    CLASS 0
 LF0947
 LF0947.The horizontal coordinates were scaled from a topographic map and have
 LF0947.an estimated accuracy of +/- 6 seconds.
 LF0947
 LF0947.The orthometric height was determined by differential leveling
 LF0947.and adjusted by the National Geodetic Survey in June 1991..
 LF0947
 LF0947.The geoid height was determined by GEOID03.
 LF0947
 LF0947.The dynamic height is computed by dividing the NAVD 88
 LF0947.geopotential number by the normal gravity value computed on the
 LF0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0947.degrees latitude (g = 980.6199 gals.).
 LF0947
 LF0947.The modeled gravity was interpolated from observed gravity values.
 LF0947
 LF0947;                    North         East    Units  Estimated Accuracy
 LF0947;SPC IA S     -    79,100.      325,170.      MT  (+/- 180 meters Scaled)
 LF0947
 LF0947                          SUPERSEDED SURVEY CONTROL
 LF0947
 LF0947  NGVD 29 (??/??/92)  283.605  (m)          930.46   (f) ADJ UNCH    2 0
 LF0947
 LF0947.Superseded values are not recommended for survey control.
 LF0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0947.See file dsdata.txt to determine how the superseded data were derived.
 LF0947
 LF0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF829079(NAD 83)
 LF0947_MARKER: DB = BENCH MARK DISK
 LF0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0947_STAMPING: A 157 1949
 LF0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0947+STABILITY: SURFACE MOTION
 LF0947
 LF0947  HISTORY     - Date     Condition        Report By
 LF0947  HISTORY     - 1949     MONUMENTED       CGS
 LF0947  HISTORY     - 1968     MARK NOT FOUND   NGS
 LF0947  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0947
 LF0947                          STATION DESCRIPTION
 LF0947
 LF0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0947'AT RIVERTON.
 LF0947'AT RIVERTON, 269.0 FEET EAST OF THE CHICAGO, BURLINGTON AND QUINCY
 LF0947'RAILROAD STATION, 20.7 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 LF0947'TRACK, 20.0 FEET EAST OF THE CENTER LINE OF A ROAD LEADING TO THE
 LF0947'STATION, 1.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 LF0947'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LF0947
 LF0947                          STATION RECOVERY (1968)
 LF0947
 LF0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LF0947'MARK NOT FOUND.
 LF0947
 LF0947                          STATION RECOVERY (1976)
 LF0947
 LF0947'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0271 ***********************************************************************
 MK0271  DESIGNATION -  A 158
 MK0271  PID         -  MK0271
 MK0271  STATE/COUNTY-  IA/MONONA
 MK0271  USGS QUAD   -  BLENCOE (1970)
 MK0271
 MK0271                         *CURRENT SURVEY CONTROL
 MK0271  ___________________________________________________________________
 MK0271* NAD 83(1986)-  41 56 14.     (N)    096 04 46.     (W)     SCALED    
 MK0271* NAVD 88     -       316.652  (meters)    1038.88   (feet)  ADJUSTED  
 MK0271  ___________________________________________________________________
 MK0271  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MK0271  DYNAMIC HT  -         316.534 (meters)    1038.50  (feet)  COMP
 MK0271  MODELED GRAV-     980,240.0   (mgal)                       NAVD 88
 MK0271
 MK0271  VERT ORDER  -  FIRST     CLASS II
 MK0271
 MK0271.The horizontal coordinates were scaled from a topographic map and have
 MK0271.an estimated accuracy of +/- 6 seconds.
 MK0271
 MK0271.The orthometric height was determined by differential leveling
 MK0271.and adjusted by the National Geodetic Survey in June 1991..
 MK0271.WARNING-Repeat measurements at this control monument indicate possible
 MK0271.vertical movement.
 MK0271
 MK0271.The geoid height was determined by GEOID03.
 MK0271
 MK0271.The dynamic height is computed by dividing the NAVD 88
 MK0271.geopotential number by the normal gravity value computed on the
 MK0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0271.degrees latitude (g = 980.6199 gals.).
 MK0271
 MK0271.The modeled gravity was interpolated from observed gravity values.
 MK0271
 MK0271;                    North         East    Units  Estimated Accuracy
 MK0271;SPC IA N     - 1,051,830.    1,286,110.      MT  (+/- 180 meters Scaled)
 MK0271
 MK0271                          SUPERSEDED SURVEY CONTROL
 MK0271
 MK0271  NGVD 29 (??/??/92)  316.512  (m)         1038.42   (f) ADJ UNCH    1 2
 MK0271
 MK0271.Superseded values are not recommended for survey control.
 MK0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0271.See file dsdata.txt to determine how the superseded data were derived.
 MK0271
 MK0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM421469(NAD 83)
 MK0271_MARKER: DB = BENCH MARK DISK
 MK0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0271_SP_SET: CONCRETE POST
 MK0271_STAMPING: A 158 1949
 MK0271_MARK LOGO: CGS   
 MK0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0271+STABILITY: SURFACE MOTION
 MK0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0271+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1989
 MK0271
 MK0271  HISTORY     - Date     Condition        Report By
 MK0271  HISTORY     - 1949     MONUMENTED       CGS
 MK0271  HISTORY     - 1974     GOOD             LOCSUR
 MK0271  HISTORY     - 1981     GOOD             LOCENG
 MK0271  HISTORY     - 19890830 GOOD             NGS
 MK0271
 MK0271                          STATION DESCRIPTION
 MK0271
 MK0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0271'0.8 MI NE FROM BLENCOE.
 MK0271'0.25 MILE EAST FROM THE CATHOLIC CHURCH ALONG THE MAIN STREET OF
 MK0271'BLENCOE, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, AT A ROAD
 MK0271'INTERSECTION, 79 FEET NORTHEAST OF THE NORTHEAST CORNER OF W.A.
 MK0271'HIMES FARMHOUSE, 34 FEET WEST OF THE CENTER LINE OF THE GRAVELED
 MK0271'ROAD LEADING SOUTH, 34 FEET SOUTH OF THE CENTER LINE OF THE
 MK0271'GRAVELED ROAD LEADING WEST, 2.0 FEET SOUTH OF A BRACED TELEPHONE
 MK0271'POLE, 1.0 FOOT NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 MK0271'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MK0271
 MK0271                          STATION RECOVERY (1974)
 MK0271
 MK0271'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0271'RECOVERED IN GOOD CONDITION.
 MK0271
 MK0271                          STATION RECOVERY (1981)
 MK0271
 MK0271'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MK0271'RECOVERED IN GOOD CONDITION.
 MK0271
 MK0271                          STATION RECOVERY (1989)
 MK0271
 MK0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0271'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.8 KM
 MK0271'(0.50 MI) NORTHERLY ALONG MONONA STREET AND A GRAVELED ROAD FROM ITS
 MK0271'JUNCTION WITH MAIN STREET IN BLENCOE, 24.1 M (79.1 FT) NORTHEAST OF
 MK0271'THE NORTHEAST CORNER OF A HOUSE, 10.4 M (34.1 FT) WEST OF THE CENTER
 MK0271'OF THE ROAD, 10.4 M (34.1 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD,
 MK0271'10.4 M (34.1 FT) NORTH OF THE CENTER OF A DRIVEWAY, 0.6 M (2.0 FT)
 MK0271'BELOW THE LEVEL OF THE ROADS, AND IN TOP OF A CONCRETE MONUMENT THAT
 MK0271'IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0403 ***********************************************************************
 NL0403  DESIGNATION -  A 159
 NL0403  PID         -  NL0403
 NL0403  STATE/COUNTY-  IA/MONONA
 NL0403  USGS QUAD   -  MAPLETON (1982)
 NL0403
 NL0403                         *CURRENT SURVEY CONTROL
 NL0403  ___________________________________________________________________
 NL0403* NAD 83(1986)-  42 09 25.     (N)    095 48 36.     (W)     SCALED    
 NL0403* NAVD 88     -       337.673  (meters)    1107.85   (feet)  ADJUSTED  
 NL0403  ___________________________________________________________________
 NL0403  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 NL0403  DYNAMIC HT  -         337.548 (meters)    1107.44  (feet)  COMP
 NL0403  MODELED GRAV-     980,240.3   (mgal)                       NAVD 88
 NL0403
 NL0403  VERT ORDER  -  SECOND    CLASS 0
 NL0403
 NL0403.The horizontal coordinates were scaled from a topographic map and have
 NL0403.an estimated accuracy of +/- 6 seconds.
 NL0403
 NL0403.The orthometric height was determined by differential leveling
 NL0403.and adjusted by the National Geodetic Survey in June 1991..
 NL0403
 NL0403.The geoid height was determined by GEOID03.
 NL0403
 NL0403.The dynamic height is computed by dividing the NAVD 88
 NL0403.geopotential number by the normal gravity value computed on the
 NL0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0403.degrees latitude (g = 980.6199 gals.).
 NL0403
 NL0403.The modeled gravity was interpolated from observed gravity values.
 NL0403
 NL0403;                    North         East    Units  Estimated Accuracy
 NL0403;SPC IA N     - 1,075,580.    1,309,110.      MT  (+/- 180 meters Scaled)
 NL0403
 NL0403                          SUPERSEDED SURVEY CONTROL
 NL0403
 NL0403  NGVD 29 (??/??/92)  337.532  (m)         1107.39   (f) ADJ UNCH    2 0
 NL0403
 NL0403.Superseded values are not recommended for survey control.
 NL0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0403.See file dsdata.txt to determine how the superseded data were derived.
 NL0403
 NL0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG678710(NAD 83)
 NL0403_MARKER: DB = BENCH MARK DISK
 NL0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0403_SP_SET: CONCRETE BASE
 NL0403_STAMPING: A 159 1949
 NL0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0403
 NL0403  HISTORY     - Date     Condition        Report By
 NL0403  HISTORY     - 1949     MONUMENTED       CGS
 NL0403  HISTORY     - 1962     GOOD             NGS
 NL0403
 NL0403                          STATION DESCRIPTION
 NL0403
 NL0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NL0403'1 MI SW FROM MAPLETON.
 NL0403'1.0 MILE SOUTHWEST ALONG THE IOWA STATE HIGHWAY 175 FROM THE CHICAGO
 NL0403'AND NORTH WESTERN RAILWAY STATION AT MAPLETON, SET IN THE
 NL0403'NORTHWEST CONCRETE BASE SUPPORTING THE STEEL STRUCTURE OF A STEEL
 NL0403'AND CONCRETE BRIDGE OVER THE MAPLE RIVER, 4.0 FEET BELOW THE
 NL0403'LEVEL OF THE HIGHWAY, 1.5 FEET SOUTH OF THE NORTH EDGE OF THE
 NL0403'CONCRETE BASE, 1.0 FOOT NORTH OF THE NORTHWEST END OF THE STEEL
 NL0403'STRUCTURE.  NOTE-- THE U.S. ARMY CORPS OF ENGINEERS REPORTED THAT
 NL0403'THIS MARK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0025 ***********************************************************************
 NM0025  DESIGNATION -  A 16
 NM0025  PID         -  NM0025
 NM0025  STATE/COUNTY-  IA/SIOUX
 NM0025  USGS QUAD   -  ALTON (1985)
 NM0025
 NM0025                         *CURRENT SURVEY CONTROL
 NM0025  ___________________________________________________________________
 NM0025* NAD 83(1986)-  42 59 09.     (N)    096 00 28.     (W)     SCALED    
 NM0025* NAVD 88     -       398.140  (meters)    1306.23   (feet)  ADJUSTED  
 NM0025  ___________________________________________________________________
 NM0025  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 NM0025  DYNAMIC HT  -         398.028 (meters)    1305.86  (feet)  COMP
 NM0025  MODELED GRAV-     980,326.9   (mgal)                       NAVD 88
 NM0025
 NM0025  VERT ORDER  -  SECOND    CLASS 0
 NM0025
 NM0025.The horizontal coordinates were scaled from a topographic map and have
 NM0025.an estimated accuracy of +/- 6 seconds.
 NM0025
 NM0025.The orthometric height was determined by differential leveling
 NM0025.and adjusted by the National Geodetic Survey in June 1991..
 NM0025
 NM0025.The geoid height was determined by GEOID03.
 NM0025
 NM0025.The dynamic height is computed by dividing the NAVD 88
 NM0025.geopotential number by the normal gravity value computed on the
 NM0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0025.degrees latitude (g = 980.6199 gals.).
 NM0025
 NM0025.The modeled gravity was interpolated from observed gravity values.
 NM0025
 NM0025;                    North         East    Units  Estimated Accuracy
 NM0025;SPC IA N     - 1,168,080.    1,295,500.      MT  (+/- 180 meters Scaled)
 NM0025
 NM0025                          SUPERSEDED SURVEY CONTROL
 NM0025
 NM0025  NGVD 29 (??/??/92)  397.95   (m)         1305.6    (f) COMPUTED    2 0
 NM0025
 NM0025.Superseded values are not recommended for survey control.
 NM0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0025.See file dsdata.txt to determine how the superseded data were derived.
 NM0025
 NM0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN439635(NAD 83)
 NM0025_MARKER: DB = BENCH MARK DISK
 NM0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0025_STAMPING: A 16 1934
 NM0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0025+STABILITY: SURFACE MOTION
 NM0025
 NM0025  HISTORY     - Date     Condition        Report By
 NM0025  HISTORY     - 1934     MONUMENTED       CGS
 NM0025
 NM0025                          STATION DESCRIPTION
 NM0025
 NM0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0025'AT ALTON.
 NM0025'AT ALTON, 400 YARDS SOUTHWEST OF THE SOO LINE RAILROAD, FORMERLY
 NM0025'(C. ST. P. M. AND O. RWY.) STATION, 111 YARDS SOUTHWEST OF THE
 NM0025'CROSSING OF STATE HIGHWAY 10, 73 FEET SOUTH OF THE SWITCH AT
 NM0025'THE NORTHEAST END OF THE SIDETRACK, 77.7 FEET SOUTHEAST OF THE
 NM0025'SOUTHEAST RAIL OF THE MAIN TRACK, 60.3 FEET SOUTHEAST OF THE
 NM0025'SOUTHEAST RAIL OF THE SIDETRACK, 19.5 FEET NORTHWEST OF THE
 NM0025'RIGHT-OF-WAY FENCE, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 NM0025'DISK, STAMPED A 16 1934 AND SET IN THE TOP OF A CONCRETE POST
 NM0025'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0996 ***********************************************************************
 MJ0996  DESIGNATION -  A 160
 MJ0996  PID         -  MJ0996
 MJ0996  STATE/COUNTY-  IA/MONONA
 MJ0996  USGS QUAD   -  MOORHEAD NW (1971)
 MJ0996
 MJ0996                         *CURRENT SURVEY CONTROL
 MJ0996  ___________________________________________________________________
 MJ0996* NAD 83(1986)-  41 53 55.     (N)    095 58 11.     (W)     SCALED    
 MJ0996* NAVD 88     -       332.080  (meters)    1089.50   (feet)  ADJUSTED  
 MJ0996  ___________________________________________________________________
 MJ0996  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 MJ0996  DYNAMIC HT  -         331.953 (meters)    1089.08  (feet)  COMP
 MJ0996  MODELED GRAV-     980,228.0   (mgal)                       NAVD 88
 MJ0996
 MJ0996  VERT ORDER  -  SECOND    CLASS 0
 MJ0996
 MJ0996.The horizontal coordinates were scaled from a topographic map and have
 MJ0996.an estimated accuracy of +/- 6 seconds.
 MJ0996
 MJ0996.The orthometric height was determined by differential leveling
 MJ0996.and adjusted by the National Geodetic Survey in June 1991..
 MJ0996
 MJ0996.The geoid height was determined by GEOID03.
 MJ0996
 MJ0996.The dynamic height is computed by dividing the NAVD 88
 MJ0996.geopotential number by the normal gravity value computed on the
 MJ0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0996.degrees latitude (g = 980.6199 gals.).
 MJ0996
 MJ0996.The modeled gravity was interpolated from observed gravity values.
 MJ0996
 MJ0996;                    North         East    Units  Estimated Accuracy
 MJ0996;SPC IA N     - 1,047,270.    1,295,080.      MT  (+/- 180 meters Scaled)
 MJ0996
 MJ0996                          SUPERSEDED SURVEY CONTROL
 MJ0996
 MJ0996  NGVD 29 (??/??/92)  331.933  (m)         1089.02   (f) ADJ UNCH    2 0
 MJ0996
 MJ0996.Superseded values are not recommended for survey control.
 MJ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0996.See file dsdata.txt to determine how the superseded data were derived.
 MJ0996
 MJ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG536427(NAD 83)
 MJ0996_MARKER: DB = BENCH MARK DISK
 MJ0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0996_STAMPING: A 160 1949
 MJ0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0996+STABILITY: SURFACE MOTION
 MJ0996
 MJ0996  HISTORY     - Date     Condition        Report By
 MJ0996  HISTORY     - 1949     MONUMENTED       CGS
 MJ0996  HISTORY     - 1980     GOOD             LOCENG
 MJ0996
 MJ0996                          STATION DESCRIPTION
 MJ0996
 MJ0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0996'9 MI SE FROM BLENCOE.
 MJ0996'0.25 MILE EAST FROM THE CATHOLIC CHURCH ALONG THE MAIN STREET
 MJ0996'OF BLENCOE, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 MJ0996'1.2 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES EAST
 MJ0996'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT
 MJ0996'ROAD, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, THENCE
 MJ0996'1.55 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.7 MILES
 MJ0996'EAST ALONG A GRADED GRAVELED ROAD, ON THE WEST SLOPE OF A BLUFF,
 MJ0996'91 YARDS (PACED) SOUTH OF THE CENTER LINE OF A GRAVELED ROAD
 MJ0996'LEADING WEST, 32 FEET WEST OF THE CENTER LINE OF THE GRAVELED
 MJ0996'ROAD, 11 FEET WEST OF A WOVEN WIRE FENCE, 1.8 FEET EAST OF A
 MJ0996'POWER LINE POLE, 1.0 FOOT WEST OF A REFERENCE POST, AND SET
 MJ0996'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 MJ0996'GROUND.
 MJ0996
 MJ0996                          STATION RECOVERY (1980)
 MJ0996
 MJ0996'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 MJ0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0949 ***********************************************************************
 NL0949  DESIGNATION -  A 161 RESET
 NL0949  PID         -  NL0949
 NL0949  STATE/COUNTY-  IA/MONONA
 NL0949  USGS QUAD   -  CASTANA (1982)
 NL0949
 NL0949                         *CURRENT SURVEY CONTROL
 NL0949  ___________________________________________________________________
 NL0949* NAD 83(1986)-  42 05 30.     (N)    095 54 39.     (W)     SCALED    
 NL0949* NAVD 88     -       342.64   (meters)    1124.1    (feet)  RESET     
 NL0949  ___________________________________________________________________
 NL0949  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 NL0949
 NL0949  VERT ORDER  -  THIRD
 NL0949
 NL0949.The horizontal coordinates were scaled from a topographic map and have
 NL0949.an estimated accuracy of +/- 6 seconds.
 NL0949
 NL0949.The orthometric height was computed from unverified reset data.
 NL0949
 NL0949.The geoid height was determined by GEOID03.
 NL0949
 NL0949;                    North         East    Units  Estimated Accuracy
 NL0949;SPC IA N     - 1,068,560.    1,300,580.      MT  (+/- 180 meters Scaled)
 NL0949
 NL0949                          SUPERSEDED SURVEY CONTROL
 NL0949
 NL0949  NGVD 29 (05/12/04)  342.49   (m)         1123.7    (f) RESET       3  
 NL0949
 NL0949.Superseded values are not recommended for survey control.
 NL0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0949.See file dsdata.txt to determine how the superseded data were derived.
 NL0949
 NL0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG592640(NAD 83)
 NL0949_MARKER: DB = BENCH MARK DISK
 NL0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0949_SP_SET: CONCRETE POST
 NL0949_STAMPING: A 161 RESET 1985
 NL0949_MARK LOGO: NGS   
 NL0949_PROJECTION: FLUSH
 NL0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0949+STABILITY: SURFACE MOTION
 NL0949
 NL0949  HISTORY     - Date     Condition        Report By
 NL0949  HISTORY     - 1985     MONUMENTED       NGS
 NL0949
 NL0949                          STATION DESCRIPTION
 NL0949
 NL0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NL0949'4.2 KM (2.60 MI) NW FROM CASTANA.
 NL0949'0.40 KM (0.25 MI) SOUTH ALONG STATE HIGHWAY 175, FROM A GRAIN ELEVATOR
 NL0949'ON THE RIGHT AND THE WESTERN IOWA TELEPHONE, TURIN-CASTANA EXCHANGE
 NL0949'BUILDING ON THE LEFT AT CASTANA, THENCE 1.05 KM (0.65 MI) RIGHT AND
 NL0949'WEST ALONG MONONA COUNTY ROAD L 20 TO A FORK, THENCE 0.48 KM
 NL0949'(0.30 MI) RIGHT AND NORTH TO A FORK, THENCE 2.25 KM (1.40 MI) RIGHT
 NL0949'AND NORTHERLY TO THE MARK ON THE RIGHT, AT THE PRIVATE DRIVE LEADING
 NL0949'EAST TO THE EVAN DAVIES HOUSE, 42.24 M (138.6 FT) SOUTHWEST FROM THE
 NL0949'SOUTHWEST CORNER OF A CEMENT BLOCK GARAGE, 16.2 M (53.1 FT) SOUTH
 NL0949'FROM THE CENTERLINE OF THE DRIVEWAY, 15.8 M (51.8 FT) EAST FROM THE
 NL0949'CENTERLINE OF ROAD L 20.
 NL0949'THE MARK IS 0.40 METERS  W FROM  A WITNESS POST
 NL0949'THE MARK IS 1.5 M BELOW ROAD L 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0089 ***********************************************************************
 MJ0089  DESIGNATION -  A 162
 MJ0089  PID         -  MJ0089
 MJ0089  STATE/COUNTY-  IA/MADISON
 MJ0089  USGS QUAD   -  EARLHAM EAST (1983)
 MJ0089
 MJ0089                         *CURRENT SURVEY CONTROL
 MJ0089  ___________________________________________________________________
 MJ0089* NAD 83(1996)-  41 29 22.49238(N)    094 06 39.76503(W)     ADJUSTED  
 MJ0089* NAVD 88     -       334.006  (meters)    1095.82   (feet)  ADJUSTED  
 MJ0089  ___________________________________________________________________
 MJ0089  X           -    -343,033.396 (meters)                     COMP
 MJ0089  Y           -  -4,772,660.415 (meters)                     COMP
 MJ0089  Z           -   4,203,506.740 (meters)                     COMP
 MJ0089  LAPLACE CORR-          -7.67  (seconds)                    DEFLEC99
 MJ0089  ELLIP HEIGHT-         303.71  (meters)          (06/15/04) GPS OBS
 MJ0089  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 MJ0089  DYNAMIC HT  -         333.858 (meters)    1095.33  (feet)  COMP
 MJ0089  MODELED GRAV-     980,171.2   (mgal)                       NAVD 88
 MJ0089
 MJ0089  HORZ ORDER  -  B
 MJ0089  VERT ORDER  -  FIRST     CLASS II
 MJ0089  ELLP ORDER  -  FOURTH    CLASS I
 MJ0089
 MJ0089.The horizontal coordinates were established by GPS observations
 MJ0089.and adjusted by the National Geodetic Survey in August 1997..
 MJ0089
 MJ0089.The orthometric height was determined by differential leveling
 MJ0089.and adjusted by the National Geodetic Survey in June 1991..
 MJ0089
 MJ0089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ0089
 MJ0089.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0089
 MJ0089.The ellipsoidal height was determined by GPS observations
 MJ0089.and is referenced to NAD 83.
 MJ0089
 MJ0089.The geoid height was determined by GEOID03.
 MJ0089
 MJ0089.The dynamic height is computed by dividing the NAVD 88
 MJ0089.geopotential number by the normal gravity value computed on the
 MJ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0089.degrees latitude (g = 980.6199 gals.).
 MJ0089
 MJ0089.The modeled gravity was interpolated from observed gravity values.
 MJ0089
 MJ0089;                    North         East     Units Scale Factor Converg.
 MJ0089;SPC IA S     -   165,596.989   448,974.245   MT  0.99996103   -0 24 09.0
 MJ0089;UTM  15      - 4,593,703.313   407,253.453   MT  0.99970586   -0 44 10.0
 MJ0089
 MJ0089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0089!SPC IA S     -   0.99995237  x   0.99996103  =   0.99991340
 MJ0089!UTM  15      -   0.99995237  x   0.99970586  =   0.99965824
 MJ0089
 MJ0089                          SUPERSEDED SURVEY CONTROL
 MJ0089
 MJ0089  ELLIP H (08/25/97)  303.74   (m)                       GP(       ) 4 1
 MJ0089  NAVD 88 (08/25/97)  334.01   (m)         1095.8    (f) LEVELING    3  
 MJ0089  NGVD 29 (??/??/92)  333.943  (m)         1095.61   (f) ADJ UNCH    1 2
 MJ0089
 MJ0089.Superseded values are not recommended for survey control.
 MJ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0089.See file dsdata.txt to determine how the superseded data were derived.
 MJ0089
 MJ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF0725393703(NAD 83)
 MJ0089_MARKER: DB = BENCH MARK DISK
 MJ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0089_STAMPING: A 162 1950
 MJ0089_MARK LOGO: CGS   
 MJ0089_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0089+STABILITY: SURFACE MOTION
 MJ0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0089+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2004
 MJ0089
 MJ0089  HISTORY     - Date     Condition        Report By
 MJ0089  HISTORY     - 1950     MONUMENTED       CGS
 MJ0089  HISTORY     - 19960917 GOOD             IADT
 MJ0089  HISTORY     - 20010622 GOOD             NGS
 MJ0089  HISTORY     - 20020308 GOOD             JCLS
 MJ0089  HISTORY     - 20020315 GOOD             JCLS
 MJ0089  HISTORY     - 20021010 GOOD             JCLS
 MJ0089  HISTORY     - 20031105 GOOD             JCLS
 MJ0089  HISTORY     - 20041102 GOOD             JCLS
 MJ0089
 MJ0089                          STATION DESCRIPTION
 MJ0089
 MJ0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0089'0.6 MI E FROM EARLHAM.
 MJ0089'0.6 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 MJ0089'FROM THE STATION AT EARLHAM, AT A ROAD CROSSING, AT THE SOUTHEAST
 MJ0089'CORNER OF A CEMETERY, 80 FEET NORTH OF THE NORTH RAIL, 40 FEET
 MJ0089'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 31 FEET
 MJ0089'NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE, 2.3 FEET
 MJ0089'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0089'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MJ0089
 MJ0089                          STATION RECOVERY (1996)
 MJ0089
 MJ0089'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 MJ0089'RECOVERED IN 1996 BY IOWA DOT.  THE STATION IS LOCATED IN SECTION 2, T
 MJ0089'77 N, R 28 W, IN THE TOWN OF EARLHAM.  A PINK STATE HARN SURVEY SIGN
 MJ0089'WAS SET 0.2 M (0.7 FT) WEST OF THE MONUMENT.  TO REACH THE STATION
 MJ0089'FROM THE JUNCTION OF CHESTNUT AND EAST FIRST STREETS IN EARLHAM,
 MJ0089'PROCEED EAST FOR 0.6 MI, (1.0 KM) THENCE SOUTH ON BIRCH AVENUE FOR 0.1
 MJ0089'MI (0.2 KM) TO THE STATION ON THE RIGHT.  THERE IS A CHIP OUT OF THE
 MJ0089'EAST SIDE OF THE CONCRETE MONUMENT.
 MJ0089
 MJ0089                          STATION RECOVERY (2001)
 MJ0089
 MJ0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 MJ0089'RECOVERED AS DESCRIBED.
 MJ0089'
 MJ0089
 MJ0089                          STATION RECOVERY (2002)
 MJ0089
 MJ0089'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 MJ0089'DESCRIPTION IS ADEQUATE
 MJ0089
 MJ0089                          STATION RECOVERY (2002)
 MJ0089
 MJ0089'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MJ0089'RECOVERED IN GOOD CONDITION.
 MJ0089
 MJ0089                          STATION RECOVERY (2002)
 MJ0089
 MJ0089'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MJ0089'RECOVERED IN GOOD CONDITION.
 MJ0089
 MJ0089                          STATION RECOVERY (2003)
 MJ0089
 MJ0089'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 MJ0089'RECOVERED IN GOOD CONDITION.
 MJ0089
 MJ0089                          STATION RECOVERY (2004)
 MJ0089
 MJ0089'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 MJ0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0201 ***********************************************************************
 MJ0201  DESIGNATION -  A 163
 MJ0201  PID         -  MJ0201
 MJ0201  STATE/COUNTY-  IA/GUTHRIE
 MJ0201  USGS QUAD   -  CASEY (1971)
 MJ0201
 MJ0201                         *CURRENT SURVEY CONTROL
 MJ0201  ___________________________________________________________________
 MJ0201* NAD 83(1986)-  41 31 03.     (N)    094 34 08.     (W)     SCALED    
 MJ0201* NAVD 88     -       382.839  (meters)    1256.03   (feet)  ADJUSTED  
 MJ0201  ___________________________________________________________________
 MJ0201  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 MJ0201  DYNAMIC HT  -         382.697 (meters)    1255.57  (feet)  COMP
 MJ0201  MODELED GRAV-     980,240.8   (mgal)                       NAVD 88
 MJ0201
 MJ0201  VERT ORDER  -  FIRST     CLASS II
 MJ0201
 MJ0201.The horizontal coordinates were scaled from a topographic map and have
 MJ0201.an estimated accuracy of +/- 6 seconds.
 MJ0201
 MJ0201.The orthometric height was determined by differential leveling
 MJ0201.and adjusted by the National Geodetic Survey in June 1991..
 MJ0201
 MJ0201.The geoid height was determined by GEOID03.
 MJ0201
 MJ0201.The dynamic height is computed by dividing the NAVD 88
 MJ0201.geopotential number by the normal gravity value computed on the
 MJ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0201.degrees latitude (g = 980.6199 gals.).
 MJ0201
 MJ0201.The modeled gravity was interpolated from observed gravity values.
 MJ0201
 MJ0201;                    North         East    Units  Estimated Accuracy
 MJ0201;SPC IA S     -   169,070.      410,780.      MT  (+/- 180 meters Scaled)
 MJ0201
 MJ0201                          SUPERSEDED SURVEY CONTROL
 MJ0201
 MJ0201  NGVD 29 (??/??/92)  382.791  (m)         1255.87   (f) ADJ UNCH    1 2
 MJ0201
 MJ0201.Superseded values are not recommended for survey control.
 MJ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0201.See file dsdata.txt to determine how the superseded data were derived.
 MJ0201
 MJ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF690973(NAD 83)
 MJ0201_MARKER: DB = BENCH MARK DISK
 MJ0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0201_SP_SET: BRIDGE ABUTMENT
 MJ0201_STAMPING: A 163 1950
 MJ0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0201
 MJ0201  HISTORY     - Date     Condition        Report By
 MJ0201  HISTORY     - 1950     MONUMENTED       CGS
 MJ0201
 MJ0201                          STATION DESCRIPTION
 MJ0201
 MJ0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0201'2.8 MI W FROM CASEY.
 MJ0201'2.8 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, ROCK ISLAND
 MJ0201'AND PACIFIC RAILROAD STATION AT CASEY, 0.15 MILE SOUTHWEST OF A
 MJ0201'SCHOOL, 150 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 11
 MJ0201'RAILS SOUTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 MJ0201'NORTH AND SOUTH ROAD, 5.5 FEET NORTHWEST OF THE NORTHWEST RAIL,
 MJ0201'SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT
 MJ0201'OF RAILROAD BRIDGE 4128.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0365 ***********************************************************************
 MH0365  DESIGNATION -  A 164
 MH0365  PID         -  MH0365
 MH0365  STATE/COUNTY-  IA/POLK
 MH0365  USGS QUAD   -  DES MOINES SW (1976)
 MH0365
 MH0365                         *CURRENT SURVEY CONTROL
 MH0365  ___________________________________________________________________
 MH0365* NAD 83(1986)-  41 34 58.     (N)    093 38 27.     (W)     SCALED    
 MH0365* NAVD 88     -       243.088  (meters)     797.53   (feet)  ADJUSTED  
 MH0365  ___________________________________________________________________
 MH0365  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 MH0365  DYNAMIC HT  -         242.983 (meters)     797.19  (feet)  COMP
 MH0365  MODELED GRAV-     980,184.1   (mgal)                       NAVD 88
 MH0365
 MH0365  VERT ORDER  -  FIRST     CLASS II
 MH0365
 MH0365.The horizontal coordinates were scaled from a topographic map and have
 MH0365.an estimated accuracy of +/- 6 seconds.
 MH0365
 MH0365.The orthometric height was determined by differential leveling
 MH0365.and adjusted by the National Geodetic Survey in June 1991..
 MH0365
 MH0365.The geoid height was determined by GEOID03.
 MH0365
 MH0365.The dynamic height is computed by dividing the NAVD 88
 MH0365.geopotential number by the normal gravity value computed on the
 MH0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0365.degrees latitude (g = 980.6199 gals.).
 MH0365
 MH0365.The modeled gravity was interpolated from observed gravity values.
 MH0365
 MH0365;                    North         East    Units  Estimated Accuracy
 MH0365;SPC IA S     -   175,780.      488,260.      MT  (+/- 180 meters Scaled)
 MH0365
 MH0365                          SUPERSEDED SURVEY CONTROL
 MH0365
 MH0365  NGVD 29 (??/??/92)  243.035  (m)          797.36   (f) ADJ UNCH    1 2
 MH0365
 MH0365.Superseded values are not recommended for survey control.
 MH0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0365.See file dsdata.txt to determine how the superseded data were derived.
 MH0365
 MH0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG465036(NAD 83)
 MH0365_MARKER: DB = BENCH MARK DISK
 MH0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0365_SP_SET: PIER
 MH0365_STAMPING: A 164 1950
 MH0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0365
 MH0365  HISTORY     - Date     Condition        Report By
 MH0365  HISTORY     - 1950     MONUMENTED       CGS
 MH0365  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0365
 MH0365                          STATION DESCRIPTION
 MH0365
 MH0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0365'AT DES MOINES.
 MH0365'AT DES MOINES, AT THE OVERPASS OF STATE HIGHWAY 123 OVER THE
 MH0365'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 40 FEET SOUTH OF THE
 MH0365'SOUTH RAIL, AT THE FOURTH CONCRETE PIER SOUTH OF THE NORTH END
 MH0365'OF THE OVERPASS, SET IN THE TOP OF THE EAST END OF THE PIER
 MH0365'FOOTING.
 MH0365
 MH0365                          STATION RECOVERY (1995)
 MH0365
 MH0365'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0051 ***********************************************************************
 MH0051  DESIGNATION -  A 168
 MH0051  PID         -  MH0051
 MH0051  STATE/COUNTY-  IA/WAPELLO
 MH0051  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0051
 MH0051                         *CURRENT SURVEY CONTROL
 MH0051  ___________________________________________________________________
 MH0051* NAD 83(1986)-  41 04 52.     (N)    092 25 39.     (W)     SCALED    
 MH0051* NAVD 88     -       252.496  (meters)     828.40   (feet)  ADJUSTED  
 MH0051  ___________________________________________________________________
 MH0051  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 MH0051  DYNAMIC HT  -         252.383 (meters)     828.03  (feet)  COMP
 MH0051  MODELED GRAV-     980,170.6   (mgal)                       NAVD 88
 MH0051
 MH0051  VERT ORDER  -  SECOND    CLASS 0
 MH0051
 MH0051.The horizontal coordinates were scaled from a topographic map and have
 MH0051.an estimated accuracy of +/- 6 seconds.
 MH0051
 MH0051.The orthometric height was determined by differential leveling
 MH0051.and adjusted by the National Geodetic Survey in June 1991..
 MH0051
 MH0051.The geoid height was determined by GEOID03.
 MH0051
 MH0051.The dynamic height is computed by dividing the NAVD 88
 MH0051.geopotential number by the normal gravity value computed on the
 MH0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0051.degrees latitude (g = 980.6199 gals.).
 MH0051
 MH0051.The modeled gravity was interpolated from observed gravity values.
 MH0051
 MH0051;                    North         East    Units  Estimated Accuracy
 MH0051;SPC IA S     -   120,610.      590,120.      MT  (+/- 180 meters Scaled)
 MH0051
 MH0051                          SUPERSEDED SURVEY CONTROL
 MH0051
 MH0051  NGVD 29 (??/??/92)  252.485  (m)          828.36   (f) ADJ UNCH    2 0
 MH0051
 MH0051.Superseded values are not recommended for survey control.
 MH0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0051.See file dsdata.txt to determine how the superseded data were derived.
 MH0051
 MH0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF480479(NAD 83)
 MH0051_MARKER: DB = BENCH MARK DISK
 MH0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0051_SP_SET: BRIDGE
 MH0051_STAMPING: A 168 1963
 MH0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0051
 MH0051  HISTORY     - Date     Condition        Report By
 MH0051  HISTORY     - 1963     MONUMENTED       CGS
 MH0051
 MH0051                          STATION DESCRIPTION
 MH0051
 MH0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MH0051'6 MI W FROM OTTUMWA.
 MH0051'TO REACH FROM THE INTERSECTION OF U.S. HWY. 63 AND STATE HWY 380,
 MH0051'GO WEST ON STATE HWY 380 FOR 0.9 MILE TO DIRT ROAD INTERSECTION.
 MH0051'TURN LEFT ON DIRT ROAD FOR 0.15 MILE TO Y-FORK.  TAKE RIGHT FORK
 MH0051'AND CONTINUE FOR 0.8 MILE TO RAILROAD CROSSING AND MARK 800 FEET
 MH0051'SOUTHEAST ALONG RAILROAD TRACKS AND 14 FEET SOUTH OF CENTERLINE
 MH0051'OF TRACKS.  A STANDARD DISK, STAMPED A 168 1963 AND SET IN
 MH0051'CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0565 ***********************************************************************
 OP0565  DESIGNATION -  A 17
 OP0565  PID         -  OP0565
 OP0565  STATE/COUNTY-  IA/OSCEOLA
 OP0565  USGS QUAD   -  SIBLEY EAST (1972)
 OP0565
 OP0565                         *CURRENT SURVEY CONTROL
 OP0565  ___________________________________________________________________
 OP0565* NAD 83(1986)-  43 28 12.     (N)    095 42 35.     (W)     SCALED    
 OP0565* NAVD 88     -       500.685  (meters)    1642.66   (feet)  ADJUSTED  
 OP0565  ___________________________________________________________________
 OP0565  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 OP0565  DYNAMIC HT  -         500.558 (meters)    1642.25  (feet)  COMP
 OP0565  MODELED GRAV-     980,350.6   (mgal)                       NAVD 88
 OP0565
 OP0565  VERT ORDER  -  SECOND    CLASS 0
 OP0565
 OP0565.The horizontal coordinates were scaled from a topographic map and have
 OP0565.an estimated accuracy of +/- 6 seconds.
 OP0565
 OP0565.The orthometric height was determined by differential leveling
 OP0565.and adjusted by the National Geodetic Survey in June 1991..
 OP0565
 OP0565.The geoid height was determined by GEOID03.
 OP0565
 OP0565.The dynamic height is computed by dividing the NAVD 88
 OP0565.geopotential number by the normal gravity value computed on the
 OP0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0565.degrees latitude (g = 980.6199 gals.).
 OP0565
 OP0565.The modeled gravity was interpolated from observed gravity values.
 OP0565
 OP0565;                    North         East    Units  Estimated Accuracy
 OP0565;SPC IA N     - 1,221,170.    1,321,210.      MT  (+/- 180 meters Scaled)
 OP0565
 OP0565                          SUPERSEDED SURVEY CONTROL
 OP0565
 OP0565  NGVD 29 (??/??/92)  500.470  (m)         1641.96   (f) ADJ UNCH    2 0
 OP0565
 OP0565.Superseded values are not recommended for survey control.
 OP0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0565.See file dsdata.txt to determine how the superseded data were derived.
 OP0565
 OP0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ808165(NAD 83)
 OP0565_MARKER: DB = BENCH MARK DISK
 OP0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0565_STAMPING: A 17 1934
 OP0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0565+STABILITY: SURFACE MOTION
 OP0565
 OP0565  HISTORY     - Date     Condition        Report By
 OP0565  HISTORY     - 1934     MONUMENTED       CGS
 OP0565
 OP0565                          STATION DESCRIPTION
 OP0565
 OP0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0565'2.5 MI S FROM BIGELOW.
 OP0565'IN OSCEOLA COUNTY, IOWA, 2.5 MILES SOUTH ALONG THE CHICAGO, ST. PAUL,
 OP0565'MINNEAPOLIS AND OMAHA RAILWAY FROM THE STATION AT BIGELOW, NOBLES
 OP0565'COUNTY, MINNESOTA, 46.5 FEET WEST OF THE WEST RAIL, AND 2.2 FEET EAST
 OP0565'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 17 1934 AND SET
 OP0565'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0257 ***********************************************************************
 NJ0257  DESIGNATION -  A 173
 NJ0257  PID         -  NJ0257
 NJ0257  STATE/COUNTY-  IA/DUBUQUE
 NJ0257  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0257
 NJ0257                         *CURRENT SURVEY CONTROL
 NJ0257  ___________________________________________________________________
 NJ0257* NAD 83(1986)-  42 24 18.     (N)    090 42 14.     (W)     SCALED    
 NJ0257* NAVD 88     -       325.613  (meters)    1068.28   (feet)  ADJUSTED  
 NJ0257  ___________________________________________________________________
 NJ0257  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 NJ0257  DYNAMIC HT  -         325.507 (meters)    1067.93  (feet)  COMP
 NJ0257  MODELED GRAV-     980,286.3   (mgal)                       NAVD 88
 NJ0257
 NJ0257  VERT ORDER  -  FIRST     CLASS I
 NJ0257
 NJ0257.This mark is at Dubuque Regional Airport (DBQ)
 NJ0257
 NJ0257.The horizontal coordinates were scaled from a topographic map and have
 NJ0257.an estimated accuracy of +/- 6 seconds.
 NJ0257
 NJ0257.The orthometric height was determined by differential leveling
 NJ0257.and adjusted by the National Geodetic Survey in June 1991..
 NJ0257
 NJ0257.The geoid height was determined by GEOID03.
 NJ0257
 NJ0257.The dynamic height is computed by dividing the NAVD 88
 NJ0257.geopotential number by the normal gravity value computed on the
 NJ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0257.degrees latitude (g = 980.6199 gals.).
 NJ0257
 NJ0257.The modeled gravity was interpolated from observed gravity values.
 NJ0257
 NJ0257;                    North         East    Units  Estimated Accuracy
 NJ0257;SPC IA N     - 1,104,330.    1,730,130.      MT  (+/- 180 meters Scaled)
 NJ0257
 NJ0257                          SUPERSEDED SURVEY CONTROL
 NJ0257
 NJ0257  NGVD 29 (??/??/92)  325.661  (m)         1068.44   (f) ADJ UNCH    1 1
 NJ0257
 NJ0257.Superseded values are not recommended for survey control.
 NJ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0257.See file dsdata.txt to determine how the superseded data were derived.
 NJ0257
 NJ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG889972(NAD 83)
 NJ0257_MARKER: DB = BENCH MARK DISK
 NJ0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0257_SP_SET: FOUNDATION
 NJ0257_STAMPING: A 173 1962
 NJ0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0257
 NJ0257  HISTORY     - Date     Condition        Report By
 NJ0257  HISTORY     - 1962     MONUMENTED       CGS
 NJ0257  HISTORY     - 1970     GOOD             NGS
 NJ0257
 NJ0257                          STATION DESCRIPTION
 NJ0257
 NJ0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0257'7.8 MI S FROM DUBUQUE.
 NJ0257'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0257'AT DUBUQUE, THENCE 2.4 MILES SOUTH ALONG U.S. HIGHWAYS 52, 61
 NJ0257'AND 151, THENCE 4.3 MILES SOUTH ALONG U.S. HIGHWAY 61, THENCE
 NJ0257'0.55 MILE WEST ALONG A PAVED ROAD, THENCE 0.1 MILE NORTHWEST
 NJ0257'TO THE SOUTHWEST SIDE OF A LARGE METAL HANGAR, 0.1 MILE
 NJ0257'NORTHWEST OF THE ADMINISTRATION BUILDING AT THE DUBUQUE
 NJ0257'MUNICIPAL AIRPORT, SET IN THE CENTER OF THE TOP OF THE CONCRETE
 NJ0257'FOUNDATION FOR THE SLIDING DOORS OF THE HANGAR, AND ABOUT
 NJ0257'LEVEL WITH THE FLOOR OF THE HANGAR.  SEC 27, T88N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0100 ***********************************************************************
 NJ0100  DESIGNATION -  A 175
 NJ0100  PID         -  NJ0100
 NJ0100  STATE/COUNTY-  IA/JACKSON
 NJ0100  USGS QUAD   -  SAVANNA (1990)
 NJ0100
 NJ0100                         *CURRENT SURVEY CONTROL
 NJ0100  ___________________________________________________________________
 NJ0100* NAD 83(1986)-  42 05 00.     (N)    090 11 53.     (W)     SCALED    
 NJ0100* NAVD 88     -       188.877  (meters)     619.67   (feet)  ADJUSTED  
 NJ0100  ___________________________________________________________________
 NJ0100  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 NJ0100  DYNAMIC HT  -         188.813 (meters)     619.46  (feet)  COMP
 NJ0100  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 NJ0100
 NJ0100  VERT ORDER  -  FIRST     CLASS I
 NJ0100
 NJ0100.The horizontal coordinates were scaled from a topographic map and have
 NJ0100.an estimated accuracy of +/- 6 seconds.
 NJ0100
 NJ0100.The orthometric height was determined by differential leveling
 NJ0100.and adjusted by the National Geodetic Survey in June 1991..
 NJ0100
 NJ0100.The geoid height was determined by GEOID03.
 NJ0100
 NJ0100.The dynamic height is computed by dividing the NAVD 88
 NJ0100.geopotential number by the normal gravity value computed on the
 NJ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0100.degrees latitude (g = 980.6199 gals.).
 NJ0100
 NJ0100.The modeled gravity was interpolated from observed gravity values.
 NJ0100
 NJ0100;                    North         East    Units  Estimated Accuracy
 NJ0100;SPC IA N     - 1,070,130.    1,773,140.      MT  (+/- 180 meters Scaled)
 NJ0100
 NJ0100                          SUPERSEDED SURVEY CONTROL
 NJ0100
 NJ0100  NGVD 29 (??/??/92)  188.907  (m)          619.77   (f) ADJ UNCH    1 1
 NJ0100
 NJ0100.Superseded values are not recommended for survey control.
 NJ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0100.See file dsdata.txt to determine how the superseded data were derived.
 NJ0100
 NJ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG317628(NAD 83)
 NJ0100_MARKER: DB = BENCH MARK DISK
 NJ0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0100_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0100_STAMPING: A 175 1970
 NJ0100_MARK LOGO: CGS   
 NJ0100_MAGNETIC: P = MARKER IS A STEEL PIPE
 NJ0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0100+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1998
 NJ0100
 NJ0100  HISTORY     - Date     Condition        Report By
 NJ0100  HISTORY     - 1970     MONUMENTED       NGS
 NJ0100  HISTORY     - 1988     POOR             USPSQD
 NJ0100  HISTORY     - 19940610 POOR             USPSQD
 NJ0100  HISTORY     - 19980106 GOOD             NGS
 NJ0100  HISTORY     - 20010331 GOOD             NGS
 NJ0100
 NJ0100                          STATION DESCRIPTION
 NJ0100
 NJ0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0100'2 MI NW FROM SABULA.
 NJ0100'ABOUT 2.05 MILE NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0100'MUNICIPAL BUILDING AT SABULA, 1.0 MILE NORTH OF THE JUNCTION OF
 NJ0100'U.S. HIGHWAYS 52 AND 67 AND STATE HIGHWAY 64, AT THE SOUTHEAST
 NJ0100'CORNER OF A CEMETERY, 45.5 FEET WEST OF THE CENTER LINE OF THE
 NJ0100'HIGHWAY, 6.8 FEET WEST OF A TELEPHONE POLE, 5.0 FEET WEST OF A
 NJ0100'CORNER FENCE POST, 1.5 FEET NORTH OF A FENCE, 2.0 FEET EAST OF
 NJ0100'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY,
 NJ0100'AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 1 INCH.
 NJ0100'SECTION 13, T84N, R7E.
 NJ0100
 NJ0100                          STATION RECOVERY (1988)
 NJ0100
 NJ0100'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0100'MARK RECOVERED IN POOR CONDITION.
 NJ0100
 NJ0100                          STATION RECOVERY (1994)
 NJ0100
 NJ0100'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0100'MARK RECOVERED IN POOR CONDITION.
 NJ0100
 NJ0100                          STATION RECOVERY (1998)
 NJ0100
 NJ0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 NJ0100'1.6 KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 NJ0100'IN SABULA, THENCE 1.7 KM (1.05 MI) NORTHERLY ALONG U.S.  HIGHWAY 152,
 NJ0100'14.1 M (46.3 FT) WEST OF THE HIGHWAY CENTERLINE, 9.2 M (30.2 FT)
 NJ0100'SOUTHEAST OF THE SOUTHEAST CORNER OF THE MCGARRY HEADSTONE, 6.8 M
 NJ0100'(22.3 FT) NORTH OF A UTILITY POLE WITH 3 GUY CABLES, 1.8 M (5.9 FT)
 NJ0100'EAST OF A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 NJ0100'AND 0.7 M (2.3 FT) EAST OF A WITNESS POST.  NOTE--THE DISK IS AFFIXED
 NJ0100'TO A 3-INCH METAL PIPE THAT PROJECTS 0.01 M (0.03 FT) ABOVE THE GROUND
 NJ0100'SURFACE.
 NJ0100
 NJ0100                          STATION RECOVERY (2001)
 NJ0100
 NJ0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0100'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0156 ***********************************************************************
 NJ0156  DESIGNATION -  A 176
 NJ0156  PID         -  NJ0156
 NJ0156  STATE/COUNTY-  IA/JACKSON
 NJ0156  USGS QUAD   -  BELLEVUE (1968)
 NJ0156
 NJ0156                         *CURRENT SURVEY CONTROL
 NJ0156  ___________________________________________________________________
 NJ0156* NAD 83(1986)-  42 19 13.     (N)    090 29 16.     (W)     SCALED    
 NJ0156* NAVD 88     -       304.277  (meters)     998.28   (feet)  ADJUSTED  
 NJ0156  ___________________________________________________________________
 NJ0156  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 NJ0156  DYNAMIC HT  -         304.179 (meters)     997.96  (feet)  COMP
 NJ0156  MODELED GRAV-     980,293.8   (mgal)                       NAVD 88
 NJ0156
 NJ0156  VERT ORDER  -  FIRST     CLASS I
 NJ0156
 NJ0156.The horizontal coordinates were scaled from a topographic map and have
 NJ0156.an estimated accuracy of +/- 6 seconds.
 NJ0156
 NJ0156.The orthometric height was determined by differential leveling
 NJ0156.and adjusted by the National Geodetic Survey in June 1991..
 NJ0156
 NJ0156.The geoid height was determined by GEOID03.
 NJ0156
 NJ0156.The dynamic height is computed by dividing the NAVD 88
 NJ0156.geopotential number by the normal gravity value computed on the
 NJ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0156.degrees latitude (g = 980.6199 gals.).
 NJ0156
 NJ0156.The modeled gravity was interpolated from observed gravity values.
 NJ0156
 NJ0156;                    North         East    Units  Estimated Accuracy
 NJ0156;SPC IA N     - 1,095,540.    1,748,250.      MT  (+/- 180 meters Scaled)
 NJ0156
 NJ0156                          SUPERSEDED SURVEY CONTROL
 NJ0156
 NJ0156  NGVD 29 (??/??/92)  304.318  (m)          998.42   (f) ADJ UNCH    1 1
 NJ0156
 NJ0156.Superseded values are not recommended for survey control.
 NJ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0156.See file dsdata.txt to determine how the superseded data were derived.
 NJ0156
 NJ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG070883(NAD 83)
 NJ0156_MARKER: DB = BENCH MARK DISK
 NJ0156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0156_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0156_STAMPING: A 176 1970
 NJ0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0156
 NJ0156  HISTORY     - Date     Condition        Report By
 NJ0156  HISTORY     - 1970     MONUMENTED       NGS
 NJ0156  HISTORY     - 1988     GOOD             USPSQD
 NJ0156  HISTORY     - 19940826 GOOD             USPSQD
 NJ0156  HISTORY     - 20010331 GOOD             NGS
 NJ0156
 NJ0156                          STATION DESCRIPTION
 NJ0156
 NJ0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0156'6.1 MI NW FROM BELLEVUE.
 NJ0156'ABOUT 6.1 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0156'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE,
 NJ0156'58.6 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET
 NJ0156'NORTHWEST OF THE CENTER OF A GATE WITH A METAL FRAME, 4.7 FEET
 NJ0156'NORTHWEST OF A POWER POLE, 1.8 FEET NORTHEAST OF A FENCE,
 NJ0156'1.6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 NJ0156'HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 NJ0156'2 INCHES.  SECTION 27, T87N, R4E.
 NJ0156
 NJ0156                          STATION RECOVERY (1988)
 NJ0156
 NJ0156'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0156'RECOVERED IN GOOD CONDITION.
 NJ0156
 NJ0156                          STATION RECOVERY (1994)
 NJ0156
 NJ0156'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0156'RECOVERED IN GOOD CONDITION.
 NJ0156
 NJ0156                          STATION RECOVERY (2001)
 NJ0156
 NJ0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0156'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0281 ***********************************************************************
 NJ0281  DESIGNATION -  A 177
 NJ0281  PID         -  NJ0281
 NJ0281  STATE/COUNTY-  IA/DUBUQUE
 NJ0281  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0281
 NJ0281                         *CURRENT SURVEY CONTROL
 NJ0281  ___________________________________________________________________
 NJ0281* NAD 83(1986)-  42 28 55.     (N)    090 39 56.     (W)     SCALED    
 NJ0281* NAVD 88     -       225.699  (meters)     740.48   (feet)  ADJUSTED  
 NJ0281  ___________________________________________________________________
 NJ0281  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 NJ0281  DYNAMIC HT  -         225.630 (meters)     740.25  (feet)  COMP
 NJ0281  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 NJ0281
 NJ0281  VERT ORDER  -  FIRST     CLASS I
 NJ0281
 NJ0281.The horizontal coordinates were scaled from a topographic map and have
 NJ0281.an estimated accuracy of +/- 6 seconds.
 NJ0281
 NJ0281.The orthometric height was determined by differential leveling
 NJ0281.and adjusted by the National Geodetic Survey in June 1991..
 NJ0281
 NJ0281.The geoid height was determined by GEOID03.
 NJ0281
 NJ0281.The dynamic height is computed by dividing the NAVD 88
 NJ0281.geopotential number by the normal gravity value computed on the
 NJ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0281.degrees latitude (g = 980.6199 gals.).
 NJ0281
 NJ0281.The modeled gravity was interpolated from observed gravity values.
 NJ0281
 NJ0281;                    North         East    Units  Estimated Accuracy
 NJ0281;SPC IA N     - 1,112,980.    1,733,000.      MT  (+/- 180 meters Scaled)
 NJ0281
 NJ0281                          SUPERSEDED SURVEY CONTROL
 NJ0281
 NJ0281  NGVD 29 (??/??/92)  225.750  (m)          740.65   (f) ADJ UNCH    1 1
 NJ0281
 NJ0281.Superseded values are not recommended for survey control.
 NJ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0281.See file dsdata.txt to determine how the superseded data were derived.
 NJ0281
 NJ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH918059(NAD 83)
 NJ0281_MARKER: DB = BENCH MARK DISK
 NJ0281_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0281_SP_SET: ROCK LEDGE
 NJ0281_STAMPING: A 177 1970
 NJ0281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0281+STABILITY: POSITION/ELEVATION WELL
 NJ0281
 NJ0281  HISTORY     - Date     Condition        Report By
 NJ0281  HISTORY     - 1970     MONUMENTED       NGS
 NJ0281  HISTORY     - 20030727 MARK NOT FOUND   USPSQD
 NJ0281
 NJ0281                          STATION DESCRIPTION
 NJ0281
 NJ0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0281'1.4 MI S FROM DUBUQUE.
 NJ0281'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0281'AT DUBUQUE, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAYS 52, 61
 NJ0281'AND 151, 0.25 MILE NORTH OF THE GRANDVIEW AVENUE OVERPASS, ON
 NJ0281'THE INSIDE OF A CURVE IN THE HIGHWAY, 43 FEET SOUTHEAST OF THE
 NJ0281'CENTER LINE OF THE NORTHBOUND TRAFFIC LANE OF THE HIGHWAY, SET
 NJ0281'IN THE TOP OF A ROCK LEDGE WHICH IS LOCATED ABOUT MIDWAY BETWEEN
 NJ0281'THE ENDS OF A ROCK CUT, 63 FEET NORTHWEST OF THE SOUTHEAST END
 NJ0281'OF A CONCRETE TUBULAR CULVERT, 2.0 FEET NORTHEAST OF A METAL
 NJ0281'WITNESS SHIELD WHICH IS ON THE NORTHWEST FACE OF THE CUT, AND
 NJ0281'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 36, T 89 N,
 NJ0281'R 2 E.
 NJ0281
 NJ0281                          STATION RECOVERY (2003)
 NJ0281
 NJ0281'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0367 ***********************************************************************
 NJ0367  CBN         -  This is a Cooperative Base Network Control Station.
 NJ0367  DESIGNATION -  A 178
 NJ0367  PID         -  NJ0367
 NJ0367  STATE/COUNTY-  IA/DUBUQUE
 NJ0367  USGS QUAD   -  HOLY CROSS (1957)
 NJ0367
 NJ0367                         *CURRENT SURVEY CONTROL
 NJ0367  ___________________________________________________________________
 NJ0367* NAD 83(1996)-  42 35 09.83161(N)    090 54 18.60402(W)     ADJUSTED  
 NJ0367* NAVD 88     -       341.978  (meters)    1121.97   (feet)  ADJUSTED  
 NJ0367  ___________________________________________________________________
 NJ0367  X           -     -74,302.288 (meters)                     COMP
 NJ0367  Y           -  -4,702,833.480 (meters)                     COMP
 NJ0367  Z           -   4,293,968.185 (meters)                     COMP
 NJ0367  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 NJ0367  ELLIP HEIGHT-         309.85  (meters)          (06/15/04) GPS OBS
 NJ0367  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 NJ0367  DYNAMIC HT  -         341.871 (meters)    1121.62  (feet)  COMP
 NJ0367  MODELED GRAV-     980,297.9   (mgal)                       NAVD 88
 NJ0367
 NJ0367  HORZ ORDER  -  B
 NJ0367  VERT ORDER  -  FIRST     CLASS I
 NJ0367  ELLP ORDER  -  FOURTH    CLASS I
 NJ0367
 NJ0367.The horizontal coordinates were established by GPS observations
 NJ0367.and adjusted by the National Geodetic Survey in August 1997..
 NJ0367
 NJ0367.The orthometric height was determined by differential leveling
 NJ0367.and adjusted by the National Geodetic Survey in June 1991..
 NJ0367
 NJ0367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0367
 NJ0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0367
 NJ0367.The ellipsoidal height was determined by GPS observations
 NJ0367.and is referenced to NAD 83.
 NJ0367
 NJ0367.The geoid height was determined by GEOID03.
 NJ0367
 NJ0367.The dynamic height is computed by dividing the NAVD 88
 NJ0367.geopotential number by the normal gravity value computed on the
 NJ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0367.degrees latitude (g = 980.6199 gals.).
 NJ0367
 NJ0367.The modeled gravity was interpolated from observed gravity values.
 NJ0367
 NJ0367;                    North         East     Units Scale Factor Converg.
 NJ0367;SPC IA N     - 1,123,904.424 1,712,955.029   MT  0.99994638   +1 45 31.1
 NJ0367;UTM  15      - 4,716,976.508   671,891.306   MT  0.99996353   +1 25 04.5
 NJ0367
 NJ0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0367!SPC IA N     -   0.99995141  x   0.99994638  =   0.99989779
 NJ0367!UTM  15      -   0.99995141  x   0.99996353  =   0.99991494
 NJ0367
 NJ0367                          SUPERSEDED SURVEY CONTROL
 NJ0367
 NJ0367  ELLIP H (08/25/97)  309.89   (m)                       GP(       ) 4 1
 NJ0367  NAVD 88 (08/25/97)  341.98   (m)         1122.0    (f) LEVELING    3  
 NJ0367  NGVD 29 (??/??/92)  342.017  (m)         1122.10   (f) ADJ UNCH    1 1
 NJ0367
 NJ0367.Superseded values are not recommended for survey control.
 NJ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0367.See file dsdata.txt to determine how the superseded data were derived.
 NJ0367
 NJ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7189116977(NAD 83)
 NJ0367_MARKER: DB = BENCH MARK DISK
 NJ0367_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0367_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0367_STAMPING: A 178 1970
 NJ0367_MARK LOGO: CGS   
 NJ0367_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0367+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 NJ0367
 NJ0367  HISTORY     - Date     Condition        Report By
 NJ0367  HISTORY     - 1970     MONUMENTED       NGS
 NJ0367  HISTORY     - 19960108 GOOD             IADT
 NJ0367  HISTORY     - 20010331 GOOD             NGS
 NJ0367  HISTORY     - 20020520 GOOD             AERSVC
 NJ0367
 NJ0367                          STATION DESCRIPTION
 NJ0367
 NJ0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0367'9.6 MI E FROM LUXEMBURG.
 NJ0367'ABOUT 9.65 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0367'FROM THE HOLY TRINITY CHURCH AT LUXEMBURG, 44 FEET NORTH OF THE
 NJ0367'CENTER LINE OF THE HIGHWAY, 99.5 FEET WEST OF A POWER POLE WHICH
 NJ0367'IS BRACED BY A GUY WIRE, 30 FEET NORTHEAST OF THE CENTER LINE OF
 NJ0367'A GRAVELED ROAD, 34.7 FEET EAST OF A 28-INCH OAK TREE, 1 FOOT
 NJ0367'SOUTH OF A FENCE, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST,
 NJ0367'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE
 NJ0367'TOP OF A 3-INCH IRON PIPE PROJECTING 3 INCHES.  SECTION 25, T90N,
 NJ0367'R1W.
 NJ0367
 NJ0367                          STATION RECOVERY (1996)
 NJ0367
 NJ0367'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996
 NJ0367'RECOVERED AS DESCRIBED.  A PINK STATE HARN SURVEY SIGN WAS SET 0.6 M
 NJ0367'(2.0 FT) WEST OF THE MONUMENT.
 NJ0367
 NJ0367                          STATION RECOVERY (2001)
 NJ0367
 NJ0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0367'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0367
 NJ0367                          STATION RECOVERY (2002)
 NJ0367
 NJ0367'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2002 (KZ)
 NJ0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0443 ***********************************************************************
 NJ0443  DESIGNATION -  A 179
 NJ0443  PID         -  NJ0443
 NJ0443  STATE/COUNTY-  IA/CLAYTON
 NJ0443  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0443
 NJ0443                         *CURRENT SURVEY CONTROL
 NJ0443  ___________________________________________________________________
 NJ0443* NAD 83(1986)-  42 41 39.     (N)    091 04 21.     (W)     SCALED    
 NJ0443* NAVD 88     -       201.996  (meters)     662.72   (feet)  ADJUSTED  
 NJ0443  ___________________________________________________________________
 NJ0443  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 NJ0443  DYNAMIC HT  -         201.940 (meters)     662.53  (feet)  COMP
 NJ0443  MODELED GRAV-     980,337.8   (mgal)                       NAVD 88
 NJ0443
 NJ0443  VERT ORDER  -  FIRST     CLASS I
 NJ0443
 NJ0443.The horizontal coordinates were scaled from a topographic map and have
 NJ0443.an estimated accuracy of +/- 6 seconds.
 NJ0443
 NJ0443.The orthometric height was determined by differential leveling
 NJ0443.and adjusted by the National Geodetic Survey in June 1991..
 NJ0443
 NJ0443.The geoid height was determined by GEOID03.
 NJ0443
 NJ0443.The dynamic height is computed by dividing the NAVD 88
 NJ0443.geopotential number by the normal gravity value computed on the
 NJ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0443.degrees latitude (g = 980.6199 gals.).
 NJ0443
 NJ0443.The modeled gravity was interpolated from observed gravity values.
 NJ0443
 NJ0443;                    North         East    Units  Estimated Accuracy
 NJ0443;SPC IA N     - 1,135,500.    1,698,880.      MT  (+/- 180 meters Scaled)
 NJ0443
 NJ0443                          SUPERSEDED SURVEY CONTROL
 NJ0443
 NJ0443  NGVD 29 (??/??/92)  202.043  (m)          662.87   (f) ADJ UNCH    1 1
 NJ0443
 NJ0443.Superseded values are not recommended for survey control.
 NJ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0443.See file dsdata.txt to determine how the superseded data were derived.
 NJ0443
 NJ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH578286(NAD 83)
 NJ0443_MARKER: DB = BENCH MARK DISK
 NJ0443_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0443_SP_SET: ROCK LEDGE
 NJ0443_STAMPING: A 179 1970
 NJ0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0443+STABILITY: POSITION/ELEVATION WELL
 NJ0443
 NJ0443  HISTORY     - Date     Condition        Report By
 NJ0443  HISTORY     - 1970     MONUMENTED       NGS
 NJ0443  HISTORY     - 1973     GOOD             NGS
 NJ0443  HISTORY     - 19980718 MARK NOT FOUND   USPSQD
 NJ0443
 NJ0443                          STATION DESCRIPTION
 NJ0443
 NJ0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0443'6.6 MI N FROM LUXEMBURG.
 NJ0443'ABOUT 6.65 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE HOLY
 NJ0443'TRINITY CHURCH AT LUZEMBURG, 330 FEET NORTH OF THE NORTH END OF
 NJ0443'THE EAST CONCRETE GUARDRAIL ON A HIGHWAY BRIDGE OVER CHERRY VALLEY
 NJ0443'CREEK, 20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 NJ0443'THE TOP OF A SMALL LEDGE EXTENDING FROM THE WEST FACE OF A ROCK CUT,
 NJ0443'AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION
 NJ0443'15, T 91N, R 2W.
 NJ0443
 NJ0443                          STATION RECOVERY (1973)
 NJ0443
 NJ0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NJ0443'RECOVERED IN GOOD CONDITION.
 NJ0443
 NJ0443                          STATION RECOVERY (1998)
 NJ0443
 NJ0443'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0444 ***********************************************************************
 NJ0444  DESIGNATION -  A 179 RESET
 NJ0444  PID         -  NJ0444
 NJ0444  STATE/COUNTY-  IA/CLAYTON
 NJ0444  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0444
 NJ0444                         *CURRENT SURVEY CONTROL
 NJ0444  ___________________________________________________________________
 NJ0444* NAD 83(1986)-  42 41 39.     (N)    091 04 21.     (W)     SCALED    
 NJ0444* NAVD 88     -       207.55   (meters)     680.9    (feet)  RESET     
 NJ0444  ___________________________________________________________________
 NJ0444  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 NJ0444
 NJ0444  VERT ORDER  -  THIRD
 NJ0444
 NJ0444.The horizontal coordinates were scaled from a topographic map and have
 NJ0444.an estimated accuracy of +/- 6 seconds.
 NJ0444
 NJ0444.The orthometric height was computed from unverified reset data.
 NJ0444
 NJ0444.The geoid height was determined by GEOID03.
 NJ0444
 NJ0444;                    North         East    Units  Estimated Accuracy
 NJ0444;SPC IA N     - 1,135,500.    1,698,880.      MT  (+/- 180 meters Scaled)
 NJ0444
 NJ0444                          SUPERSEDED SURVEY CONTROL
 NJ0444
 NJ0444.No superseded survey control is available for this station.
 NJ0444
 NJ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH578286(NAD 83)
 NJ0444_MARKER: DB = BENCH MARK DISK
 NJ0444_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NJ0444+WITH SETTING: INTO GROUND
 NJ0444_STAMPING: A 179 RESET 1973
 NJ0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0444+STABILITY: SURFACE MOTION
 NJ0444
 NJ0444  HISTORY     - Date     Condition        Report By
 NJ0444  HISTORY     - 1973     MONUMENTED       NGS
 NJ0444
 NJ0444                          STATION DESCRIPTION
 NJ0444
 NJ0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NJ0444'6.7 MI N FROM LUXEMBURG.
 NJ0444'TO REACH THE BENCH MARK FROM THE HOLY TRINITY CHURCH AT
 NJ0444'LUXEMBURG, GO NORTH ON HIGHWAY 52 FOR 6.7 MILES TO THE BENCH MARK
 NJ0444'ON THE RIGHT, BETWEEN THE HIGHWAY AND A GRAVELED ROAD AND ABOUT
 NJ0444'500 FEET NORTH OF CHERRY VALLEY CREEK, ON THE EAST EDGE
 NJ0444'RIGHT-OF-WAY OF HIGHWAY 52 AND 1 FOOT SOUTH OF A METAL WITNESS
 NJ0444'POST.  THE BENCH MARK IS A STANDARD DISK STAMPED A 179 RESET
 NJ0444'1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A
 NJ0444'10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 NJ0444'PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0487 ***********************************************************************
 OP0487  DESIGNATION -  A 18
 OP0487  PID         -  OP0487
 OP0487  STATE/COUNTY-  IA/CLAY
 OP0487  USGS QUAD   -  EVERLY (1970)
 OP0487
 OP0487                         *CURRENT SURVEY CONTROL
 OP0487  ___________________________________________________________________
 OP0487* NAD 83(1986)-  43 09 41.     (N)    095 19 42.     (W)     SCALED    
 OP0487* NAVD 88     -       415.849  (meters)    1364.33   (feet)  ADJUSTED  
 OP0487  ___________________________________________________________________
 OP0487  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 OP0487  DYNAMIC HT  -         415.718 (meters)    1363.90  (feet)  COMP
 OP0487  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 OP0487
 OP0487  VERT ORDER  -  SECOND    CLASS 0
 OP0487
 OP0487.The horizontal coordinates were scaled from a topographic map and have
 OP0487.an estimated accuracy of +/- 6 seconds.
 OP0487
 OP0487.The orthometric height was determined by differential leveling
 OP0487.and adjusted by the National Geodetic Survey in June 1991..
 OP0487
 OP0487.The geoid height was determined by GEOID03.
 OP0487
 OP0487.The dynamic height is computed by dividing the NAVD 88
 OP0487.geopotential number by the normal gravity value computed on the
 OP0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0487.degrees latitude (g = 980.6199 gals.).
 OP0487
 OP0487.The modeled gravity was interpolated from observed gravity values.
 OP0487
 OP0487;                    North         East    Units  Estimated Accuracy
 OP0487;SPC IA N     - 1,186,150.    1,351,320.      MT  (+/- 180 meters Scaled)
 OP0487
 OP0487                          SUPERSEDED SURVEY CONTROL
 OP0487
 OP0487  NGVD 29 (??/??/92)  415.690  (m)         1363.81   (f) ADJ UNCH    2 0
 OP0487
 OP0487.Superseded values are not recommended for survey control.
 OP0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0487.See file dsdata.txt to determine how the superseded data were derived.
 OP0487
 OP0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH107813(NAD 83)
 OP0487_MARKER: DB = BENCH MARK DISK
 OP0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0487_STAMPING: A 18 1934
 OP0487_MARK LOGO: CGS   
 OP0487_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0487+STABILITY: SURFACE MOTION
 OP0487
 OP0487  HISTORY     - Date     Condition        Report By
 OP0487  HISTORY     - 1934     MONUMENTED       CGS
 OP0487  HISTORY     - 19950419 GOOD             IAHD
 OP0487
 OP0487                          STATION DESCRIPTION
 OP0487
 OP0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0487'IN EVERLY.
 OP0487'AT EVERLY, CLAY COUNTY, 145.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 OP0487'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, AT
 OP0487'THE PARKING LOT AT THE STATION, 31.1 FEET SOUTH OF THE SOUTH RAIL OF
 OP0487'THE MAIN TRACK, 2.0 FEET EAST OF THE EAST EDGE OF THE SIDEWALK ALONG
 OP0487'THE WEST SIDE OF THE PARK, AND LEVEL WITH THE SIDEWALK.  A STANDARD
 OP0487'DISK, STAMPED A 18 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0487'PROJECTING 2 INCHES ABOVE GROUND.
 OP0487
 OP0487                          STATION RECOVERY (1995)
 OP0487
 OP0487'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1995 (DWG)
 OP0487'IN EVERLY, IN THE SOUTHEAST QUAD OF AN INTERSECT WITH COUNTY ROAD NO
 OP0487'M-27 AND THE SOO LINE RAILROAD COMPANY IN THE NW COR OF A CITY PARK.
 OP0487'2.0 FEET (0.6 M) EAST OF THE EAST EDGE OF THE SIDEWALK ALONG THE WEST
 OP0487'SIDE OF THE PARK, 31.0 FEET (9.4 M) SOUTH OF THE SOUTH RAIL, 33.4 FEET
 OP0487'(10.2 M) EAST OF THE CENTER OF COUNTY ROAD M-27.  THE MARK IS 1.0 FOOT
 OP0487'(0.3 M) WEST OF THE WITNESS POST.  A STANDARD DISK SET IN THE TOP OF A
 OP0487'CONCRETE POST AND LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1379 ***********************************************************************
 MJ1379  DESIGNATION -  A 180
 MJ1379  PID         -  MJ1379
 MJ1379  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1379  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1379
 MJ1379                         *CURRENT SURVEY CONTROL
 MJ1379  ___________________________________________________________________
 MJ1379* NAD 83(1986)-  41 16 58.     (N)    095 51 56.     (W)     SCALED    
 MJ1379* NAVD 88     -       299.391  (meters)     982.25   (feet)  ADJUSTED  
 MJ1379  ___________________________________________________________________
 MJ1379  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 MJ1379  DYNAMIC HT  -         299.266 (meters)     981.84  (feet)  COMP
 MJ1379  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 MJ1379
 MJ1379  VERT ORDER  -  FIRST     CLASS II
 MJ1379
 MJ1379.The horizontal coordinates were scaled from a topographic map and have
 MJ1379.an estimated accuracy of +/- 6 seconds.
 MJ1379
 MJ1379.The orthometric height was determined by differential leveling
 MJ1379.and adjusted by the National Geodetic Survey in June 1991..
 MJ1379
 MJ1379.The geoid height was determined by GEOID03.
 MJ1379
 MJ1379.The dynamic height is computed by dividing the NAVD 88
 MJ1379.geopotential number by the normal gravity value computed on the
 MJ1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1379.degrees latitude (g = 980.6199 gals.).
 MJ1379
 MJ1379.The modeled gravity was interpolated from observed gravity values.
 MJ1379
 MJ1379;                    North         East    Units  Estimated Accuracy
 MJ1379;SPC IA S     -   145,150.      301,860.      MT  (+/- 180 meters Scaled)
 MJ1379
 MJ1379                          SUPERSEDED SURVEY CONTROL
 MJ1379
 MJ1379.No superseded survey control is available for this station.
 MJ1379
 MJ1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF600741(NAD 83)
 MJ1379_MARKER: I = METAL ROD
 MJ1379_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1379_SP_SET: STAINLESS STEEL ROD
 MJ1379_STAMPING: A 180 1989
 MJ1379_MARK LOGO: NGS   
 MJ1379_PROJECTION: FLUSH
 MJ1379_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1379+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1379_ROD/PIPE-DEPTH: 19.5 meters
 MJ1379
 MJ1379  HISTORY     - Date     Condition        Report By
 MJ1379  HISTORY     - 1989     MONUMENTED       NGS
 MJ1379
 MJ1379                          STATION DESCRIPTION
 MJ1379
 MJ1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1379'2.2 KM (1.35 MI) NORTHERLY ALONG STATE HIGHWAY 192 FROM ITS JUNCTION
 MJ1379'WITH BROADWAY IN COUNCIL BLUFFS, THENCE 0.1 KM (0.05 MI) NORTHEASTERLY
 MJ1379'ALONG A PAVED ROAD, 10.0 M (32.8 FT) NORTHEAST OF THE EXTENDED CENTER
 MJ1379'OF A GRAVELED ROAD, 7.6 M (24.9 FT) NORTHWEST OF THE CENTER OF THE
 MJ1379'ROAD, 0.7 M (2.3 FT) SOUTHWEST OF A UTILITY POLE, 0.3 M (1.0 FT)
 MJ1379'SOUTHEAST OF A WITNESS POST, AND LEVEL WITH ROAD.  NOTE--ACCESS TO
 MJ1379'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1918 ***********************************************************************
 NM1918  DESIGNATION -  A 181
 NM1918  PID         -  NM1918
 NM1918  STATE/COUNTY-  IA/WOODBURY
 NM1918  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1918
 NM1918                         *CURRENT SURVEY CONTROL
 NM1918  ___________________________________________________________________
 NM1918* NAD 83(1986)-  42 29 19.     (N)    096 23 28.     (W)     SCALED    
 NM1918* NAVD 88     -       335.898  (meters)    1102.03   (feet)  ADJUSTED  
 NM1918  ___________________________________________________________________
 NM1918  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 NM1918  DYNAMIC HT  -         335.792 (meters)    1101.68  (feet)  COMP
 NM1918  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 NM1918
 NM1918  VERT ORDER  -  FIRST     CLASS II
 NM1918
 NM1918.The horizontal coordinates were scaled from a topographic map and have
 NM1918.an estimated accuracy of +/- 6 seconds.
 NM1918
 NM1918.The orthometric height was determined by differential leveling
 NM1918.and adjusted by the National Geodetic Survey in June 1991..
 NM1918
 NM1918.The geoid height was determined by GEOID03.
 NM1918
 NM1918.The dynamic height is computed by dividing the NAVD 88
 NM1918.geopotential number by the normal gravity value computed on the
 NM1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1918.degrees latitude (g = 980.6199 gals.).
 NM1918
 NM1918.The modeled gravity was interpolated from observed gravity values.
 NM1918
 NM1918;                    North         East    Units  Estimated Accuracy
 NM1918;SPC IA N     - 1,113,880.    1,262,370.      MT  (+/- 180 meters Scaled)
 NM1918
 NM1918                          SUPERSEDED SURVEY CONTROL
 NM1918
 NM1918.No superseded survey control is available for this station.
 NM1918
 NM1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN144073(NAD 83)
 NM1918_MARKER: I = METAL ROD
 NM1918_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NM1918_SP_SET: STAINLESS STEEL ROD
 NM1918_STAMPING: A 181 1989
 NM1918_MARK LOGO: NGS   
 NM1918_PROJECTION: FLUSH
 NM1918_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1918+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NM1918_ROD/PIPE-DEPTH: 9.7  meters
 NM1918
 NM1918  HISTORY     - Date     Condition        Report By
 NM1918  HISTORY     - 1989     MONUMENTED       NGS
 NM1918
 NM1918                          STATION DESCRIPTION
 NM1918
 NM1918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1918'IN SIOUX CITY, AT THE INTERSECTION OF THE CHICAGO AND NORTHWESTERN
 NM1918'RAILROAD AND DACE AVENUE, 67.3 M (220.8 FT) WEST OF THE NEAR RAIL,
 NM1918'12.7 M (41.7 FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 10.0 M
 NM1918'(32.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE AVENUE BRIDGE
 NM1918'SPANNING FLOYD RIVER, 2.4 M (7.9 FT) NORTH OF THE NORTH END OF A
 NM1918'GUARDRAIL, 1.8 M (5.9 FT) WEST OF THE WEST LEG OF A DOUBLE UTILITY
 NM1918'POLE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND LEVEL WITH THE
 NM1918'AVENUE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1429 ***********************************************************************
 LF1429  DESIGNATION -  A 182
 LF1429  PID         -  LF1429
 LF1429  STATE/COUNTY-  IA/FREMONT
 LF1429  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1429
 LF1429                         *CURRENT SURVEY CONTROL
 LF1429  ___________________________________________________________________
 LF1429* NAD 83(1986)-  40 41 23.     (N)    095 48 40.     (W)     SCALED    
 LF1429* NAVD 88     -       280.995  (meters)     921.90   (feet)  ADJUSTED  
 LF1429  ___________________________________________________________________
 LF1429  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LF1429  DYNAMIC HT  -         280.848 (meters)     921.42  (feet)  COMP
 LF1429  MODELED GRAV-     980,095.1   (mgal)                       NAVD 88
 LF1429
 LF1429  VERT ORDER  -  FIRST     CLASS II
 LF1429
 LF1429.The horizontal coordinates were scaled from a topographic map and have
 LF1429.an estimated accuracy of +/- 6 seconds.
 LF1429
 LF1429.The orthometric height was determined by differential leveling
 LF1429.and adjusted by the National Geodetic Survey in June 1991..
 LF1429
 LF1429.The geoid height was determined by GEOID03.
 LF1429
 LF1429.The dynamic height is computed by dividing the NAVD 88
 LF1429.geopotential number by the normal gravity value computed on the
 LF1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1429.degrees latitude (g = 980.6199 gals.).
 LF1429
 LF1429.The modeled gravity was interpolated from observed gravity values.
 LF1429
 LF1429;                    North         East    Units  Estimated Accuracy
 LF1429;SPC IA S     -    79,190.      304,670.      MT  (+/- 180 meters Scaled)
 LF1429
 LF1429                          SUPERSEDED SURVEY CONTROL
 LF1429
 LF1429.No superseded survey control is available for this station.
 LF1429
 LF1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF624081(NAD 83)
 LF1429_MARKER: I = METAL ROD
 LF1429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1429_SP_SET: STAINLESS STEEL ROD
 LF1429_STAMPING: A 182 1989
 LF1429_MARK LOGO: NGS   
 LF1429_PROJECTION: FLUSH
 LF1429_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1429+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1991
 LF1429_ROD/PIPE-DEPTH: 23.2 meters
 LF1429
 LF1429  HISTORY     - Date     Condition        Report By
 LF1429  HISTORY     - 1989     MONUMENTED       NGS
 LF1429  HISTORY     - 19911024 GOOD             NGS
 LF1429
 LF1429                          STATION DESCRIPTION
 LF1429
 LF1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1429'2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LF1429'INTERSTATE HIGHWAY 29, THENCE 0.1 KM (0.05 MI) NORTH ALONG COUNTY ROAD
 LF1429'L 31, 33.7 M (110.6 FT) NORTH OF THE CENTERLINE OF A PAVED ROAD, 15.8
 LF1429'M (51.8 FT) WEST OF THE CENTER OF THE ROAD, 1.2 M (3.9 FT) WEST OF A
 LF1429'UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M
 LF1429'(1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LF1429'THROUGH A 5-INCH LOGO CAP.
 LF1429
 LF1429                          STATION RECOVERY (1991)
 LF1429
 LF1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1429'6.0 KM (3.70 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LF1429'STATE HIGHWAY 75 IN NEBRASKA CITY, NEBRASKA, THENCE 0.1 KM (0.05 MI)
 LF1429'NORTHERLY ALONG COUNTY ROAD L 31, 33.7 M (110.6 FT) NORTH OF THE
 LF1429'CENTER OF A PAVED ROAD, 15.8 M (51.8 FT) WEST OF THE ROAD CENTERLINE,
 LF1429'1.2 M (3.9 FT) WEST OF A UTILITY POLE WITH A GUY CABLE, 0.6 M (2.0
 LF1429'FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) EAST OF A WITNESS
 LF1429'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1443 ***********************************************************************
 LF1443  DESIGNATION -  A 183
 LF1443  PID         -  LF1443
 LF1443  STATE/COUNTY-  IA/FREMONT
 LF1443  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1443
 LF1443                         *CURRENT SURVEY CONTROL
 LF1443  ___________________________________________________________________
 LF1443* NAD 83(1986)-  40 41 25.     (N)    095 45 45.     (W)     SCALED    
 LF1443* NAVD 88     -       279.994  (meters)     918.61   (feet)  ADJUSTED  
 LF1443  ___________________________________________________________________
 LF1443  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LF1443  DYNAMIC HT  -         279.847 (meters)     918.13  (feet)  COMP
 LF1443  MODELED GRAV-     980,094.5   (mgal)                       NAVD 88
 LF1443
 LF1443  VERT ORDER  -  FIRST     CLASS II
 LF1443
 LF1443.The horizontal coordinates were scaled from a topographic map and have
 LF1443.an estimated accuracy of +/- 6 seconds.
 LF1443
 LF1443.The orthometric height was determined by differential leveling
 LF1443.and adjusted by the National Geodetic Survey in June 1991..
 LF1443
 LF1443.The geoid height was determined by GEOID03.
 LF1443
 LF1443.The dynamic height is computed by dividing the NAVD 88
 LF1443.geopotential number by the normal gravity value computed on the
 LF1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1443.degrees latitude (g = 980.6199 gals.).
 LF1443
 LF1443.The modeled gravity was interpolated from observed gravity values.
 LF1443
 LF1443;                    North         East    Units  Estimated Accuracy
 LF1443;SPC IA S     -    79,140.      308,780.      MT  (+/- 180 meters Scaled)
 LF1443
 LF1443                          SUPERSEDED SURVEY CONTROL
 LF1443
 LF1443.No superseded survey control is available for this station.
 LF1443
 LF1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF665080(NAD 83)
 LF1443_MARKER: I = METAL ROD
 LF1443_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1443_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1443_STAMPING: A 183 1989
 LF1443_MARK LOGO: NGS   
 LF1443_PROJECTION: FLUSH
 LF1443_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LF1443+STABILITY: POSITION/ELEVATION WELL
 LF1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1443+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1991
 LF1443_ROD/PIPE-DEPTH: 25.3 meters
 LF1443_SLEEVE-DEPTH  : 4.6 meters
 LF1443
 LF1443  HISTORY     - Date     Condition        Report By
 LF1443  HISTORY     - 1989     MONUMENTED       NGS
 LF1443  HISTORY     - 19911024 GOOD             NGS
 LF1443
 LF1443                          STATION DESCRIPTION
 LF1443
 LF1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1443'1.6 KM (1.00 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LF1443'INTERSTATE HIGHWAY 29, 65.8 M (215.9 FT) NORTH OF THE CENTERLINE OF
 LF1443'THE HIGHWAY, 37.9 M (124.3 FT) SOUTH OF THE SOUTHWEST CORNER OF A
 LF1443'HOUSE, 10.2 M (33.5 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 0.3 M
 LF1443'(1.0 FT) NORTH OF A UTILITY POLE, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 LF1443'OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LF1443'CAP.
 LF1443
 LF1443                          STATION RECOVERY (1991)
 LF1443
 LF1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1443'10.1 KM (6.25 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LF1443'STATE HIGHWAY 75 IN NEBRASKA CITY, NEBRASKA, 65.8 M (215.9 FT) NORTH
 LF1443'OF THE CENTERLINE OF THE HIGHWAY, 37.9 M (124.3 FT) SOUTH OF THE
 LF1443'SOUTHWEST CORNER OF A HOUSE, 10.2 M (33.5 FT) EAST OF THE CENTER OF A
 LF1443'GRAVELED ROAD, 2.0 M (6.6 FT) NORTH-NORTHEAST OF A UTILITY POLE WITH
 LF1443'A TRANSFORMER AND 2 GUY CABLES, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 LF1443'ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE
 LF1443'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9312 ***********************************************************************
 AE9312  DESIGNATION -  A 185
 AE9312  PID         -  AE9312
 AE9312  STATE/COUNTY-  IA/CLINTON
 AE9312  USGS QUAD   -  SAVANNA (1990)
 AE9312
 AE9312                         *CURRENT SURVEY CONTROL
 AE9312  ___________________________________________________________________
 AE9312* NAD 83(1996)-  42 01 22.32392(N)    090 13 40.79917(W)     ADJUSTED  
 AE9312* NAVD 88     -       244.598  (meters)     802.49   (feet)  ADJUSTED  
 AE9312  ___________________________________________________________________
 AE9312  X           -     -18,883.765 (meters)                     COMP
 AE9312  Y           -  -4,745,418.612 (meters)                     COMP
 AE9312  Z           -   4,247,632.730 (meters)                     COMP
 AE9312  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AE9312  ELLIP HEIGHT-         211.59  (meters)          (06/15/04) GPS OBS
 AE9312  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AE9312  DYNAMIC HT  -         244.513 (meters)     802.21  (feet)  COMP
 AE9312  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 AE9312
 AE9312  HORZ ORDER  -  FIRST
 AE9312  VERT ORDER  -  FIRST     CLASS II
 AE9312  ELLP ORDER  -  FOURTH    CLASS I
 AE9312
 AE9312.The horizontal coordinates were established by GPS observations
 AE9312.and adjusted by the National Geodetic Survey in November 2002..
 AE9312
 AE9312.The orthometric height was determined by differential leveling
 AE9312.and adjusted by the National Geodetic Survey in July 2002..
 AE9312
 AE9312.Photographs are available for this station.
 AE9312
 AE9312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9312
 AE9312.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9312
 AE9312.The ellipsoidal height was determined by GPS observations
 AE9312.and is referenced to NAD 83.
 AE9312
 AE9312.The geoid height was determined by GEOID03.
 AE9312
 AE9312.The dynamic height is computed by dividing the NAVD 88
 AE9312.geopotential number by the normal gravity value computed on the
 AE9312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9312.degrees latitude (g = 980.6199 gals.).
 AE9312
 AE9312.The modeled gravity was interpolated from observed gravity values.
 AE9312
 AE9312;                    North         East     Units Scale Factor Converg.
 AE9312;SPC IA S     -   229,745.592   770,940.633   MT  1.00005133   +2 09 19.0
 AE9312;UTM  15      - 4,656,033.145   729,497.694   MT  1.00024813   +1 51 23.3
 AE9312
 AE9312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9312!SPC IA S     -   0.99996682  x   1.00005133  =   1.00001814
 AE9312!UTM  15      -   0.99996682  x   1.00024813  =   1.00021494
 AE9312
 AE9312                          SUPERSEDED SURVEY CONTROL
 AE9312
 AE9312  NAD 83(1996)-  42 01 22.32388(N)    090 13 40.79929(W) AD(       ) 1
 AE9312  NAVD 88 (03/18/02)  244.60   (m)          802.5    (f) LEVELING    3  
 AE9312
 AE9312.Superseded values are not recommended for survey control.
 AE9312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9312.See file dsdata.txt to determine how the superseded data were derived.
 AE9312
 AE9312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG2949856033(NAD 83)
 AE9312_MARKER: I = METAL ROD
 AE9312_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9312_STAMPING: A 185 1997
 AE9312_MARK LOGO: NGS   
 AE9312_PROJECTION: RECESSED 5 CENTIMETERS
 AE9312_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9312+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 AE9312_ROD/PIPE-DEPTH: 8.2  meters
 AE9312_SLEEVE-DEPTH  : 0.9 meters
 AE9312
 AE9312  HISTORY     - Date     Condition        Report By
 AE9312  HISTORY     - 1997     MONUMENTED       NGS
 AE9312  HISTORY     - 20010331 GOOD             NGS
 AE9312  HISTORY     - 20010501 GOOD             WOOLPT
 AE9312
 AE9312                          STATION DESCRIPTION
 AE9312
 AE9312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9312'2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 AE9312'IN SABULA, THENCE 3.5 KM (2.15 MI) SOUTHERLY ALONG U.S.  HIGHWAY 67,
 AE9312'THENCE 3.0 KM (1.85 MI) WESTERLY ALONG 1ST STREET, THENCE 1.2 KM (0.75
 AE9312'MI) SOUTHERLY ALONG 445TH AVENUE, 12.9 M (42.3 FT) EAST OF THE AVENUE
 AE9312'CENTER, 10.2 M (33.5 FT) NORTH OF THE CENTER OF A GATE, 7.0 M (23.0
 AE9312'FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) WEST
 AE9312'OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AE9312'AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AE9312'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE9312
 AE9312                          STATION RECOVERY (2001)
 AE9312
 AE9312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AE9312'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AE9312
 AE9312                          STATION RECOVERY (2001)
 AE9312
 AE9312'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 AE9312'RECOVERED AS DESCRIBED.
 AE9312' 
 AE9312'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0140 ***********************************************************************
 OP0140  CBN         -  This is a Cooperative Base Network Control Station.
 OP0140  DESIGNATION -  A 19
 OP0140  PID         -  OP0140
 OP0140  STATE/COUNTY-  IA/PALO ALTO
 OP0140  USGS QUAD   -  EMMETSBURG (1980)
 OP0140
 OP0140                         *CURRENT SURVEY CONTROL
 OP0140  ___________________________________________________________________
 OP0140* NAD 83(1996)-  43 06 09.49124(N)    094 38 22.46702(W)     ADJUSTED  
 OP0140* NAVD 88     -       372.810  (meters)    1223.13   (feet)  ADJUSTED  
 OP0140  ___________________________________________________________________
 OP0140  X           -    -377,292.779 (meters)                     COMP
 OP0140  Y           -  -4,649,136.668 (meters)                     COMP
 OP0140  Z           -   4,336,069.068 (meters)                     COMP
 OP0140  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 OP0140  ELLIP HEIGHT-         344.19  (meters)          (06/15/04) GPS OBS
 OP0140  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 OP0140  DYNAMIC HT  -         372.704 (meters)    1222.78  (feet)  COMP
 OP0140  MODELED GRAV-     980,327.2   (mgal)                       NAVD 88
 OP0140
 OP0140  HORZ ORDER  -  B
 OP0140  VERT ORDER  -  SECOND    CLASS 0
 OP0140  ELLP ORDER  -  FOURTH    CLASS I
 OP0140
 OP0140.The horizontal coordinates were established by GPS observations
 OP0140.and adjusted by the National Geodetic Survey in August 1997..
 OP0140
 OP0140.The orthometric height was determined by differential leveling
 OP0140.and adjusted by the National Geodetic Survey in June 1991..
 OP0140
 OP0140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0140
 OP0140.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0140
 OP0140.The ellipsoidal height was determined by GPS observations
 OP0140.and is referenced to NAD 83.
 OP0140
 OP0140.The geoid height was determined by GEOID03.
 OP0140
 OP0140.The dynamic height is computed by dividing the NAVD 88
 OP0140.geopotential number by the normal gravity value computed on the
 OP0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0140.degrees latitude (g = 980.6199 gals.).
 OP0140
 OP0140.The modeled gravity was interpolated from observed gravity values.
 OP0140
 OP0140;                    North         East     Units Scale Factor Converg.
 OP0140;SPC IA N     - 1,178,644.348 1,407,238.041   MT  0.99997415   -0 46 20.4
 OP0140;UTM  15      - 4,773,517.078   366,582.426   MT  0.99981898   -1 07 13.8
 OP0140
 OP0140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0140!SPC IA N     -   0.99994603  x   0.99997415  =   0.99992018
 OP0140!UTM  15      -   0.99994603  x   0.99981898  =   0.99976502
 OP0140
 OP0140                          SUPERSEDED SURVEY CONTROL
 OP0140
 OP0140  ELLIP H (08/25/97)  344.21   (m)                       GP(       ) 4 1
 OP0140  NAVD 88 (08/25/97)  372.81   (m)         1223.1    (f) LEVELING    3  
 OP0140  NGVD 29 (??/??/92)  372.730  (m)         1222.87   (f) ADJ UNCH    2 0
 OP0140
 OP0140.Superseded values are not recommended for survey control.
 OP0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0140.See file dsdata.txt to determine how the superseded data were derived.
 OP0140
 OP0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6658273517(NAD 83)
 OP0140_MARKER: DB = BENCH MARK DISK
 OP0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0140_STAMPING: A 19 1934
 OP0140_MARK LOGO: CGS   
 OP0140_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0140+STABILITY: SURFACE MOTION
 OP0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0140+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 OP0140
 OP0140  HISTORY     - Date     Condition        Report By
 OP0140  HISTORY     - 1934     MONUMENTED       CGS
 OP0140  HISTORY     - 1976     MARK NOT FOUND   USGS
 OP0140  HISTORY     - 19960909 GOOD             NGS
 OP0140  HISTORY     - 20040327 GOOD             JCLS
 OP0140
 OP0140                          STATION DESCRIPTION
 OP0140
 OP0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0140'2.9 MI E FROM EMMETSBURG.
 OP0140'2.9 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0140'RAILROAD FROM THE STATION AT EMMETSBURG, PALO ALTO COUNTY, 0.1 MILE
 OP0140'EAST OF MILEPOST 191, 46.4 FEET WEST OF THE CENTER OF A SECTION ROAD
 OP0140'CROSSING, 38 FEET SOUTH OF THE SOUTH RAIL, AND 7.9 FEET SOUTH OF THE
 OP0140'FIRST POLE WEST OF THE CROSSING.  A STANDARD DISK, STAMPED A 19 1934
 OP0140'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 OP0140'GROUND.
 OP0140
 OP0140                          STATION RECOVERY (1976)
 OP0140
 OP0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OP0140'MARK NOT FOUND.
 OP0140
 OP0140                          STATION RECOVERY (1996)
 OP0140
 OP0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 OP0140'THE STATION IS 2.0 MI (3.2 KM) EAST OF EMMETSBURG AND 21.0 MI (33.8
 OP0140'KM) WEST OF ALGONA, WEST OF 480TH AVE AND SOUTH OF THE RAILROAD
 OP0140'TRACKS.  OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE JUNCTION
 OP0140'OF US HIGHWAY 18 AND STATE HIGHWAY 4 GO EAST ON US HIGHWAY 18 2.0 MI
 OP0140'(3.2 KM) TO THE INTERSECTION OF 480TH AVE ON THE RIGHT.  TURN RIGHT,
 OP0140'SOUTH, AND GO 0.65 MI (1.05 KM) TO THE STATION ON THE RIGHT.  THE
 OP0140'STATION IS 46.4 FT (14.1 M) SOUTH OF THE SOUTH RAIL OF TRACKS, 46.2 FT
 OP0140'(14.1 M) WEST OF THE CENTERLINE OF 480TH AVE, 1.6 FT (0.5 M) EAST OF A
 OP0140'PINK METAL IOWA DOT WITNESS POST (HARN STATION GEODETIC CONTROL MARK)
 OP0140'AND 0.7 FT (21.3 CM) WEST OF A METAL POLE PAINTED ORANGE.  THE STATION
 OP0140'IS A USCGS BENCH MARK STAMPED A 19 1934 SET IN THE TOP OF A 6-INCH
 OP0140'SQUARE MONUMENT.
 OP0140
 OP0140                          STATION RECOVERY (2004)
 OP0140
 OP0140'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OP0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0013 ***********************************************************************
 NL0013  DESIGNATION -  A 2
 NL0013  PID         -  NL0013
 NL0013  STATE/COUNTY-  IA/HUMBOLDT
 NL0013  USGS QUAD   -  ST JOSEPH (1972)
 NL0013
 NL0013                         *CURRENT SURVEY CONTROL
 NL0013  ___________________________________________________________________
 NL0013* NAD 83(1986)-  42 53 13.     (N)    094 08 23.     (W)     SCALED    
 NL0013* NAVD 88     -       347.352  (meters)    1139.60   (feet)  ADJUSTED  
 NL0013  ___________________________________________________________________
 NL0013  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 NL0013  DYNAMIC HT  -         347.237 (meters)    1139.23  (feet)  COMP
 NL0013  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 NL0013
 NL0013  VERT ORDER  -  FIRST     CLASS II
 NL0013
 NL0013.The horizontal coordinates were scaled from a topographic map and have
 NL0013.an estimated accuracy of +/- 6 seconds.
 NL0013
 NL0013.The orthometric height was determined by differential leveling
 NL0013.and adjusted by the National Geodetic Survey in June 1991..
 NL0013
 NL0013.The geoid height was determined by GEOID03.
 NL0013
 NL0013.The dynamic height is computed by dividing the NAVD 88
 NL0013.geopotential number by the normal gravity value computed on the
 NL0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0013.degrees latitude (g = 980.6199 gals.).
 NL0013
 NL0013.The modeled gravity was interpolated from observed gravity values.
 NL0013
 NL0013;                    North         East    Units  Estimated Accuracy
 NL0013;SPC IA N     - 1,154,260.    1,447,740.      MT  (+/- 180 meters Scaled)
 NL0013
 NL0013                          SUPERSEDED SURVEY CONTROL
 NL0013
 NL0013  NGVD 29 (??/??/92)  347.289  (m)         1139.40   (f) ADJ UNCH    1 2
 NL0013
 NL0013.Superseded values are not recommended for survey control.
 NL0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0013.See file dsdata.txt to determine how the superseded data were derived.
 NL0013
 NL0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH069488(NAD 83)
 NL0013_MARKER: DB = BENCH MARK DISK
 NL0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0013_SP_SET: CULVERT
 NL0013_STAMPING: 1139.397 A 2 1930
 NL0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0013
 NL0013  HISTORY     - Date     Condition        Report By
 NL0013  HISTORY     - 1930     MONUMENTED       CGS
 NL0013  HISTORY     - 1934     GOOD             NGS
 NL0013
 NL0013                          STATION DESCRIPTION
 NL0013
 NL0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0013'3 MI NE FROM LIVERMORE.
 NL0013'3.0 MILES NORTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 NL0013'FROM LUVERNE, HUMBOLDT COUNTY, 2 POLES WEST OF MILEPOST 190, AND
 NL0013'IN THE NORTH END OF A STONE CULVERT.  A STANDARD DISK, STAMPED
 NL0013'1139.397 A 2 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0510 ***********************************************************************
 OP0510  DESIGNATION -  A 20
 OP0510  PID         -  OP0510
 OP0510  STATE/COUNTY-  IA/DICKINSON
 OP0510  USGS QUAD   -  SPIRIT LAKE (1970)
 OP0510
 OP0510                         *CURRENT SURVEY CONTROL
 OP0510  ___________________________________________________________________
 OP0510* NAD 83(1986)-  43 26 44.     (N)    095 05 39.     (W)     SCALED    
 OP0510* NAVD 88     -       430.804  (meters)    1413.40   (feet)  ADJUSTED  
 OP0510  ___________________________________________________________________
 OP0510  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 OP0510  DYNAMIC HT  -         430.689 (meters)    1413.02  (feet)  COMP
 OP0510  MODELED GRAV-     980,338.8   (mgal)                       NAVD 88
 OP0510
 OP0510  VERT ORDER  -  SECOND    CLASS 0
 OP0510
 OP0510.The horizontal coordinates were scaled from a topographic map and have
 OP0510.an estimated accuracy of +/- 6 seconds.
 OP0510
 OP0510.The orthometric height was determined by differential leveling
 OP0510.and adjusted by the National Geodetic Survey in June 1991..
 OP0510
 OP0510.The geoid height was determined by GEOID03.
 OP0510
 OP0510.The dynamic height is computed by dividing the NAVD 88
 OP0510.geopotential number by the normal gravity value computed on the
 OP0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0510.degrees latitude (g = 980.6199 gals.).
 OP0510
 OP0510.The modeled gravity was interpolated from observed gravity values.
 OP0510
 OP0510;                    North         East    Units  Estimated Accuracy
 OP0510;SPC IA N     - 1,217,330.    1,370,960.      MT  (+/- 180 meters Scaled)
 OP0510
 OP0510                          SUPERSEDED SURVEY CONTROL
 OP0510
 OP0510  NGVD 29 (??/??/92)  430.659  (m)         1412.92   (f) ADJ UNCH    2 0
 OP0510
 OP0510.Superseded values are not recommended for survey control.
 OP0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0510.See file dsdata.txt to determine how the superseded data were derived.
 OP0510
 OP0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ305124(NAD 83)
 OP0510_MARKER: DB = BENCH MARK DISK
 OP0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0510_STAMPING: A 20 1934
 OP0510_MARK LOGO: CGS   
 OP0510_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0510+STABILITY: SURFACE MOTION
 OP0510
 OP0510  HISTORY     - Date     Condition        Report By
 OP0510  HISTORY     - 1934     MONUMENTED       CGS
 OP0510  HISTORY     - 1963     POOR             NGS
 OP0510  HISTORY     - 1980     GOOD             LOCENG
 OP0510  HISTORY     - 19950524 GOOD             IAHD
 OP0510
 OP0510                          STATION DESCRIPTION
 OP0510
 OP0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0510'7.6 MI W FROM SUPERIOR.
 OP0510'7.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM
 OP0510'THE STATION AT SUPERIOR, DICKINSON COUNTY, 93 FEET SOUTHEAST OF THE
 OP0510'SOUTHEAST END OF THE STATION AT ORLEANS, 50 FEET SOUTH OF THE
 OP0510'CENTERLINE OF U.S. HIGHWAY 71, 35.5 FEET EAST OF THE CENTERLINE OF A
 OP0510'STREET, AND 16.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 OP0510'TRACK.  A STANDARD DISK, STAMPED A 20 1934 AND SET IN THE TOP OF A
 OP0510'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 OP0510
 OP0510                          STATION RECOVERY (1963)
 OP0510
 OP0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OP0510'MARK RECOVERED IN POOR CONDITION.
 OP0510
 OP0510                          STATION RECOVERY (1980)
 OP0510
 OP0510'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 OP0510'ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY AT THE SOUTHEAST
 OP0510'CORNER OF THE INTERSECTION OF EAST OKOBOJI DRIVE AND IOWA HIGHWAY
 OP0510'327, 40 FEET EAST OF THE CENTERLINE OF EAST OKOBOJI DRIVE AND 16.2
 OP0510'FEET NORTH OF THE NORTH RAIL OF THE RAILWAY. A STANDARD DISK, STAMPED
 OP0510'A 20, 1934, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OP0510'GROUND.
 OP0510
 OP0510                          STATION RECOVERY (1995)
 OP0510
 OP0510'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1995
 OP0510'RECOVERED IN GOOD CONDITION.  NOTE--AT THE INTERSECTION OF 252ND
 OP0510'AVENUE AND 140TH STREET, SOUTH OF LAKE (SPIRIT LAKE) IN ORLEANS.  NEW
 OP0510'WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0164 ***********************************************************************
 OP0164  DESIGNATION -  A 21
 OP0164  PID         -  OP0164
 OP0164  STATE/COUNTY-  IA/EMMET
 OP0164  USGS QUAD   -  DUNNELL (1970)
 OP0164
 OP0164                         *CURRENT SURVEY CONTROL
 OP0164  ___________________________________________________________________
 OP0164* NAD 83(1986)-  43 30 03.     (N)    094 47 07.     (W)     SCALED    
 OP0164* NAVD 88     -       411.751  (meters)    1350.89   (feet)  ADJUSTED  
 OP0164  ___________________________________________________________________
 OP0164  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 OP0164  DYNAMIC HT  -         411.644 (meters)    1350.54  (feet)  COMP
 OP0164  MODELED GRAV-     980,348.3   (mgal)                       NAVD 88
 OP0164
 OP0164  VERT ORDER  -  SECOND    CLASS 0
 OP0164
 OP0164.The horizontal coordinates were scaled from a topographic map and have
 OP0164.an estimated accuracy of +/- 6 seconds.
 OP0164
 OP0164.The orthometric height was determined by differential leveling
 OP0164.and adjusted by the National Geodetic Survey in June 1991..
 OP0164
 OP0164.The geoid height was determined by GEOID03.
 OP0164
 OP0164.The dynamic height is computed by dividing the NAVD 88
 OP0164.geopotential number by the normal gravity value computed on the
 OP0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0164.degrees latitude (g = 980.6199 gals.).
 OP0164
 OP0164.The modeled gravity was interpolated from observed gravity values.
 OP0164
 OP0164;                    North         East    Units  Estimated Accuracy
 OP0164;SPC IA N     - 1,223,050.    1,396,050.      MT  (+/- 180 meters Scaled)
 OP0164
 OP0164                          SUPERSEDED SURVEY CONTROL
 OP0164
 OP0164  NGVD 29 (??/??/92)  411.637  (m)         1350.51   (f) ADJ UNCH    2 0
 OP0164
 OP0164.Superseded values are not recommended for survey control.
 OP0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0164.See file dsdata.txt to determine how the superseded data were derived.
 OP0164
 OP0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ556179(NAD 83)
 OP0164_MARKER: DB = BENCH MARK DISK
 OP0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0164_STAMPING: A 21 1934
 OP0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0164+STABILITY: SURFACE MOTION
 OP0164
 OP0164  HISTORY     - Date     Condition        Report By
 OP0164  HISTORY     - 1934     MONUMENTED       CGS
 OP0164  HISTORY     - 1967     GOOD             NGS
 OP0164
 OP0164                          STATION DESCRIPTION
 OP0164
 OP0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0164'4 MI S FROM DUNNELL.
 OP0164'IN EMMET COUNTY, IOWA, 4 MILES SOUTH ALONG THE MINNEAPOLIS AND ST.
 OP0164'LOUIS RAILROAD FROM THE STATION AT DUNNELL, MARTIN COUNTY, MINNESOTA,
 OP0164'0.7 MILE NORTHEAST OF HUNTINGTON, EMMET COUNTY, IOWA, 440 YARDS
 OP0164'NORTHEAST OF MILEPOST 161, AT THE STATE LINE, 76.5 FEET SOUTH OF THE
 OP0164'CENTER OF THE CROSSING OF STATE HIGHWAY 17, 72.9 FEET SOUTHWEST OF THE
 OP0164'CENTERLINE OF THE HIGHWAY.  45.9 FEET SOUTHEAST OF THE EAST RAIL, 45
 OP0164'FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE CORNER, AND 1.5 FEET NORTHWEST
 OP0164'OF THE FENCE.  A STANDARD DISK, STAMPED A 21 1934 AND SET IN THE TOP
 OP0164'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 OP0164
 OP0164                          STATION RECOVERY (1967)
 OP0164
 OP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OP0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1116 ***********************************************************************
 OP1116  DESIGNATION -  A 21
 OP1116  PID         -  OP1116
 OP1116  STATE/COUNTY-  IA/EMMET
 OP1116  USGS QUAD   -  DUNNELL (1970)
 OP1116
 OP1116                         *CURRENT SURVEY CONTROL
 OP1116  ___________________________________________________________________
 OP1116* NAD 83(1996)-  43 30 02.90266(N)    094 47 07.45983(W)     ADJUSTED  
 OP1116* NAVD 88     -       411.75   (+/-2cm)    1350.9    (feet)  VERTCON   
 OP1116  ___________________________________________________________________
 OP1116  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 OP1116  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 OP1116
 OP1116  HORZ ORDER  -  SECOND
 OP1116  VERT ORDER  -  THIRD ? (See Below)
 OP1116
 OP1116.The horizontal coordinates were established by classical geodetic methods
 OP1116.and adjusted by the National Geodetic Survey in May 1999..
 OP1116
 OP1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1116.The vertical order pertains to the NGVD 29 superseded value.
 OP1116
 OP1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1116
 OP1116.The geoid height was determined by GEOID03.
 OP1116
 OP1116;                    North         East     Units Scale Factor Converg.
 OP1116;SPC IA N     - 1,223,045.989 1,396,040.739   MT  1.00005120   -0 52 16.2
 OP1116;SPC MN S     -   155,952.526   736,476.186   MT  1.00007317   -0 33 01.8
 OP1116;UTM  15      - 4,817,979.244   355,660.751   MT  0.99985627   -1 13 45.2
 OP1116
 OP1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1116!SPC IA N     -   0.99993984  x   1.00005120  =   0.99999104
 OP1116!SPC MN S     -   0.99993984  x   1.00007317  =   1.00001300
 OP1116!UTM  15      -   0.99993984  x   0.99985627  =   0.99979612
 OP1116
 OP1116                          SUPERSEDED SURVEY CONTROL
 OP1116
 OP1116  NAD 83(1996)-  43 30 02.90266(N)    094 47 07.45983(W) AD(       ) 2
 OP1116  NAD 83(1986)-  43 30 02.89417(N)    094 47 07.45254(W) AD(       ) 2
 OP1116  NAD 27      -  43 30 03.04939(N)    094 47 06.50463(W) AD(       ) 2
 OP1116  NGVD 29 (07/19/86)  411.64   (m)         1350.5    (f) LEVELING    3  
 OP1116
 OP1116.Superseded values are not recommended for survey control.
 OP1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1116.See file dsdata.txt to determine how the superseded data were derived.
 OP1116
 OP1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5566117979(NAD 83)
 OP1116_MARKER: DB = BENCH MARK DISK
 OP1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1116
 OP1116  HISTORY     - Date     Condition        Report By
 OP1116  HISTORY     - 1934     MONUMENTED       CGS
 OP1116
 OP1116                          STATION DESCRIPTION
 OP1116
 OP1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (DKH)
 OP1116'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF THE TOWN OF DUNNELL, IN
 OP1116'EMMET COUNTY, IOWA, IN THE NW 1/4 OF SECTION 3, T100N, R33W, IN THE
 OP1116'SOUTHEAST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 4 AND A GRAVEL
 OP1116'ROAD ON THE MINNESOTA - IOWA STATE LINE.
 OP1116'
 OP1116'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY
 OP1116'ROAD 8 IN DUNNELL, GO SOUTH ON TRUNK HIGHWAY 4 FOR 4.2 MILES TO A
 OP1116'GRAVEL CROSSROAD ON THE MINNESOTA - IOWA STATE LINE AND THE STATION IN
 OP1116'THE SOUTHEAST QUADRANT.
 OP1116'
 OP1116'THE STATION MARK, A STANDARD CGS BENCH MARK DISK
 OP1116'STAMPED---A 21 1934---, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 OP1116'POST THAT IS BURIED 0.1 FOOT BELOW THE SURFACE OF THE GROUND AND IS
 OP1116'ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 4.  THE MARK IS 132
 OP1116'FEET SOUTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 4 AT STATION MINUS
 OP1116'0+27, 45.9 FEET SOUTHEAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 45
 OP1116'FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE CORNER, 1.5 FEET NORTHWEST OF
 OP1116'THE FENCE, AND 1.5 FEET WEST OF A STEEL WITNESS POST.
 OP1116'
 OP1116'THIS STATION IS AN AZIMUTH SIGHT FOR STATION MART MNDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0506 ***********************************************************************
 OP0506  DESIGNATION -  A 22
 OP0506  PID         -  OP0506
 OP0506  STATE/COUNTY-  IA/CLAY
 OP0506  USGS QUAD   -  GILLETT GROVE (1966)
 OP0506
 OP0506                         *CURRENT SURVEY CONTROL
 OP0506  ___________________________________________________________________
 OP0506* NAD 83(1986)-  43 02 22.     (N)    095 02 56.     (W)     SCALED    
 OP0506* NAVD 88     -       395.491  (meters)    1297.54   (feet)  ADJUSTED  
 OP0506  ___________________________________________________________________
 OP0506  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 OP0506  DYNAMIC HT  -         395.361 (meters)    1297.11  (feet)  COMP
 OP0506  MODELED GRAV-     980,282.0   (mgal)                       NAVD 88
 OP0506
 OP0506  VERT ORDER  -  SECOND    CLASS 0
 OP0506
 OP0506.The horizontal coordinates were scaled from a topographic map and have
 OP0506.an estimated accuracy of +/- 6 seconds.
 OP0506
 OP0506.The orthometric height was determined by differential leveling
 OP0506.and adjusted by the National Geodetic Survey in June 1991..
 OP0506
 OP0506.The geoid height was determined by GEOID03.
 OP0506
 OP0506.The dynamic height is computed by dividing the NAVD 88
 OP0506.geopotential number by the normal gravity value computed on the
 OP0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0506.degrees latitude (g = 980.6199 gals.).
 OP0506
 OP0506.The modeled gravity was interpolated from observed gravity values.
 OP0506
 OP0506;                    North         East    Units  Estimated Accuracy
 OP0506;SPC IA N     - 1,172,160.    1,373,790.      MT  (+/- 180 meters Scaled)
 OP0506
 OP0506                          SUPERSEDED SURVEY CONTROL
 OP0506
 OP0506  NGVD 29 (??/??/92)  395.365  (m)         1297.13   (f) ADJ UNCH    2 0
 OP0506
 OP0506.Superseded values are not recommended for survey control.
 OP0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0506.See file dsdata.txt to determine how the superseded data were derived.
 OP0506
 OP0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH331672(NAD 83)
 OP0506_MARKER: DB = BENCH MARK DISK
 OP0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0506_STAMPING: A 22 1934
 OP0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0506+STABILITY: SURFACE MOTION
 OP0506
 OP0506  HISTORY     - Date     Condition        Report By
 OP0506  HISTORY     - 1934     MONUMENTED       CGS
 OP0506
 OP0506                          STATION DESCRIPTION
 OP0506
 OP0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0506'1.8 MI N FROM GILLETT GROVE.
 OP0506'1.8 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0506'RAILROAD FROM THE STATION AT GILLETT GROVE, CLAY COUNTY, 11 POLES
 OP0506'SOUTH OF MILEPOST 148, AT THE PARALLELING OF THE TRACK BY A CREEK FOR
 OP0506'300 YARDS, 60 FEET NORTH OF THE CENTER OF A ROAD CROSSING, 45.3 FEET
 OP0506'EAST OF THE EAST RAIL, 41.5 FEET NORTH OF A WIRE FENCE CORNER, AND 1.5
 OP0506'FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 22
 OP0506'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 OP0506'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0250 ***********************************************************************
 NL0250  DESIGNATION -  A 23
 NL0250  PID         -  NL0250
 NL0250  STATE/COUNTY-  IA/CALHOUN
 NL0250  USGS QUAD   -  FONDA (1979)
 NL0250
 NL0250                         *CURRENT SURVEY CONTROL
 NL0250  ___________________________________________________________________
 NL0250* NAD 83(1986)-  42 31 43.     (N)    094 46 30.     (W)     SCALED    
 NL0250* NAVD 88     -       372.306  (meters)    1221.47   (feet)  ADJUSTED  
 NL0250  ___________________________________________________________________
 NL0250  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 NL0250  DYNAMIC HT  -         372.176 (meters)    1221.05  (feet)  COMP
 NL0250  MODELED GRAV-     980,260.9   (mgal)                       NAVD 88
 NL0250
 NL0250  VERT ORDER  -  SECOND    CLASS 0
 NL0250
 NL0250.The horizontal coordinates were scaled from a topographic map and have
 NL0250.an estimated accuracy of +/- 6 seconds.
 NL0250
 NL0250.The orthometric height was determined by differential leveling
 NL0250.and adjusted by the National Geodetic Survey in June 1991..
 NL0250
 NL0250.The geoid height was determined by GEOID03.
 NL0250
 NL0250.The dynamic height is computed by dividing the NAVD 88
 NL0250.geopotential number by the normal gravity value computed on the
 NL0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0250.degrees latitude (g = 980.6199 gals.).
 NL0250
 NL0250.The modeled gravity was interpolated from observed gravity values.
 NL0250
 NL0250;                    North         East    Units  Estimated Accuracy
 NL0250;SPC IA N     - 1,115,040.    1,395,250.      MT  (+/- 180 meters Scaled)
 NL0250
 NL0250                          SUPERSEDED SURVEY CONTROL
 NL0250
 NL0250  NGVD 29 (??/??/92)  372.224  (m)         1221.20   (f) ADJ UNCH    2 0
 NL0250
 NL0250.Superseded values are not recommended for survey control.
 NL0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0250.See file dsdata.txt to determine how the superseded data were derived.
 NL0250
 NL0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH542099(NAD 83)
 NL0250_MARKER: DB = BENCH MARK DISK
 NL0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0250_STAMPING: A 23 1934
 NL0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0250+STABILITY: SURFACE MOTION
 NL0250
 NL0250  HISTORY     - Date     Condition        Report By
 NL0250  HISTORY     - 1934     MONUMENTED       CGS
 NL0250  HISTORY     - 1974     MARK NOT FOUND   NGS
 NL0250
 NL0250                          STATION DESCRIPTION
 NL0250
 NL0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0250'5.1 MI SE FROM FONDA.
 NL0250'IN CALHOUN COUNTY, 5.1 MILES SOUTHEAST ALONG THE CHICAGO,
 NL0250'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION
 NL0250'AT FONDA, POCAHONTAS COUNTY, 1 MILE NORTHWEST OF THE STATION
 NL0250'AT KNOKE, CALHOUN COUNTY, 4 POLES SOUTHEAST OF MILEPOST 109,
 NL0250'44.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 17 FEET SOUTHWEST
 NL0250'OF THE CENTERLINE OF THE ROAD PARALLELING THE TRACK, AND 2 FEET
 NL0250'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 NL0250'A 23 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NL0250'3 INCHES ABOVE GROUND.
 NL0250
 NL0250                          STATION RECOVERY (1974)
 NL0250
 NL0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NL0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0480 ***********************************************************************
 NL0480  DESIGNATION -  A 25
 NL0480  PID         -  NL0480
 NL0480  STATE/COUNTY-  IA/CHEROKEE
 NL0480  USGS QUAD   -  MARCUS (1969)
 NL0480
 NL0480                         *CURRENT SURVEY CONTROL
 NL0480  ___________________________________________________________________
 NL0480* NAD 83(1986)-  42 49 38.     (N)    095 50 24.     (W)     SCALED    
 NL0480* NAVD 88     -       439.332  (meters)    1441.38   (feet)  ADJUSTED  
 NL0480  ___________________________________________________________________
 NL0480  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 NL0480  DYNAMIC HT  -         439.195 (meters)    1440.93  (feet)  COMP
 NL0480  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 NL0480
 NL0480  VERT ORDER  -  SECOND    CLASS 0
 NL0480
 NL0480.The horizontal coordinates were scaled from a topographic map and have
 NL0480.an estimated accuracy of +/- 6 seconds.
 NL0480
 NL0480.The orthometric height was determined by differential leveling
 NL0480.and adjusted by the National Geodetic Survey in June 1991..
 NL0480
 NL0480.The geoid height was determined by GEOID03.
 NL0480
 NL0480.The dynamic height is computed by dividing the NAVD 88
 NL0480.geopotential number by the normal gravity value computed on the
 NL0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0480.degrees latitude (g = 980.6199 gals.).
 NL0480
 NL0480.The modeled gravity was interpolated from observed gravity values.
 NL0480
 NL0480;                    North         East    Units  Estimated Accuracy
 NL0480;SPC IA N     - 1,150,070.    1,308,700.      MT  (+/- 180 meters Scaled)
 NL0480
 NL0480                          SUPERSEDED SURVEY CONTROL
 NL0480
 NL0480  NGVD 29 (??/??/92)  439.142  (m)         1440.75   (f) ADJ UNCH    2 0
 NL0480
 NL0480.Superseded values are not recommended for survey control.
 NL0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0480.See file dsdata.txt to determine how the superseded data were derived.
 NL0480
 NL0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH678455(NAD 83)
 NL0480_MARKER: DB = BENCH MARK DISK
 NL0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0480_STAMPING: A 25 1934
 NL0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0480+STABILITY: SURFACE MOTION
 NL0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0480+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 NL0480
 NL0480  HISTORY     - Date     Condition        Report By
 NL0480  HISTORY     - 1934     MONUMENTED       CGS
 NL0480  HISTORY     - 20021031 GOOD             JCLS
 NL0480
 NL0480                          STATION DESCRIPTION
 NL0480
 NL0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0480'1.6 MI W FROM MARCUS.
 NL0480'1.6 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0480'STATION AT MARCUS, CHEROKEE COUNTY, 80 YARDS WEST OF A ROAD
 NL0480'CROSSING, 43.2 FEET SOUTHEAST OF THE THIRD POLE WEST OF THE
 NL0480'CROSSING, 44.3 FEET SOUTH OF THE SOUTH RAIL, AND 3.1 FEET
 NL0480'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 NL0480'A 25 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NL0480'6 INCHES ABOVE GROUND.
 NL0480
 NL0480                          STATION RECOVERY (2002)
 NL0480
 NL0480'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 NL0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0513 ***********************************************************************
 NL0513  DESIGNATION -  A 26
 NL0513  PID         -  NL0513
 NL0513  STATE/COUNTY-  IA/CHEROKEE
 NL0513  USGS QUAD   -  CHEROKEE NORTH (1971)
 NL0513
 NL0513                         *CURRENT SURVEY CONTROL
 NL0513  ___________________________________________________________________
 NL0513* NAD 83(1986)-  42 46 16.     (N)    095 32 01.     (W)     SCALED    
 NL0513* NAVD 88     -       372.246  (meters)    1221.28   (feet)  ADJUSTED  
 NL0513  ___________________________________________________________________
 NL0513  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 NL0513  DYNAMIC HT  -         372.126 (meters)    1220.88  (feet)  COMP
 NL0513  MODELED GRAV-     980,289.3   (mgal)                       NAVD 88
 NL0513
 NL0513  VERT ORDER  -  SECOND    CLASS 0
 NL0513
 NL0513.The horizontal coordinates were scaled from a topographic map and have
 NL0513.an estimated accuracy of +/- 6 seconds.
 NL0513
 NL0513.The orthometric height was determined by differential leveling
 NL0513.and adjusted by the National Geodetic Survey in June 1991..
 NL0513
 NL0513.The geoid height was determined by GEOID03.
 NL0513
 NL0513.The dynamic height is computed by dividing the NAVD 88
 NL0513.geopotential number by the normal gravity value computed on the
 NL0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0513.degrees latitude (g = 980.6199 gals.).
 NL0513
 NL0513.The modeled gravity was interpolated from observed gravity values.
 NL0513
 NL0513;                    North         East    Units  Estimated Accuracy
 NL0513;SPC IA N     - 1,143,190.    1,333,590.      MT  (+/- 180 meters Scaled)
 NL0513
 NL0513                          SUPERSEDED SURVEY CONTROL
 NL0513
 NL0513  NGVD 29 (??/??/92)  372.075  (m)         1220.72   (f) ADJ UNCH    2 0
 NL0513
 NL0513.Superseded values are not recommended for survey control.
 NL0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0513.See file dsdata.txt to determine how the superseded data were derived.
 NL0513
 NL0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH927385(NAD 83)
 NL0513_MARKER: DB = BENCH MARK DISK
 NL0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0513_STAMPING: A 26 1934
 NL0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0513+STABILITY: SURFACE MOTION
 NL0513
 NL0513  HISTORY     - Date     Condition        Report By
 NL0513  HISTORY     - 1934     MONUMENTED       CGS
 NL0513
 NL0513                          STATION DESCRIPTION
 NL0513
 NL0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0513'1.9 MI NE FROM CHEROKEE.
 NL0513'1.9 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0513'STATION AT CHEROKEE, CHEROKEE COUNTY, 72 FEET NORTHWEST OF THE
 NL0513'CENTERLINE OF STATE HIGHWAY 73, AT A ROAD CROSSING, 32 FEET
 NL0513'NORTH OF THE CENTERLINE OF THE ROAD, 43.9 FEET SOUTHEAST OF
 NL0513'THE SOUTHEAST RAIL, AND 4 FEET NORTHWEST OF A CORNER FENCE
 NL0513'POST.  A STANDARD DISK, STAMPED A 26 1934 AND SET IN THE TOP OF A
 NL0513'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0212 ***********************************************************************
 NL0212  DESIGNATION -  A 27
 NL0212  PID         -  NL0212
 NL0212  STATE/COUNTY-  IA/POCAHONTAS
 NL0212  USGS QUAD   -  LAURENS (1971)
 NL0212
 NL0212                         *CURRENT SURVEY CONTROL
 NL0212  ___________________________________________________________________
 NL0212* NAD 83(1986)-  42 50 49.     (N)    094 50 29.     (W)     SCALED    
 NL0212* NAVD 88     -       394.458  (meters)    1294.15   (feet)  ADJUSTED  
 NL0212  ___________________________________________________________________
 NL0212  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 NL0212  DYNAMIC HT  -         394.330 (meters)    1293.73  (feet)  COMP
 NL0212  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 NL0212
 NL0212  VERT ORDER  -  SECOND    CLASS 0
 NL0212
 NL0212.The horizontal coordinates were scaled from a topographic map and have
 NL0212.an estimated accuracy of +/- 6 seconds.
 NL0212
 NL0212.The orthometric height was determined by differential leveling
 NL0212.and adjusted by the National Geodetic Survey in June 1991..
 NL0212
 NL0212.The geoid height was determined by GEOID03.
 NL0212
 NL0212.The dynamic height is computed by dividing the NAVD 88
 NL0212.geopotential number by the normal gravity value computed on the
 NL0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0212.degrees latitude (g = 980.6199 gals.).
 NL0212
 NL0212.The modeled gravity was interpolated from observed gravity values.
 NL0212
 NL0212;                    North         East    Units  Estimated Accuracy
 NL0212;SPC IA N     - 1,150,490.    1,390,360.      MT  (+/- 180 meters Scaled)
 NL0212
 NL0212                          SUPERSEDED SURVEY CONTROL
 NL0212
 NL0212  NGVD 29 (??/??/92)  394.365  (m)         1293.85   (f) ADJ UNCH    2 0
 NL0212
 NL0212.Superseded values are not recommended for survey control.
 NL0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0212.See file dsdata.txt to determine how the superseded data were derived.
 NL0212
 NL0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH495454(NAD 83)
 NL0212_MARKER: DB = BENCH MARK DISK
 NL0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0212_STAMPING: A 27 1934
 NL0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0212+STABILITY: SURFACE MOTION
 NL0212
 NL0212  HISTORY     - Date     Condition        Report By
 NL0212  HISTORY     - 1934     MONUMENTED       CGS
 NL0212
 NL0212                          STATION DESCRIPTION
 NL0212
 NL0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0212'0.5 MI E FROM LAURENS.
 NL0212'0.5 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0212'THE STATION AT LAURENS, 40 YARDS WEST OF A NORTH-AND-SOUTH
 NL0212'FENCE, 45.2 FEET SOUTH OF THE SOUTH RAIL, AND 1.5 FEET NORTH
 NL0212'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 27 1934
 NL0212'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NL0212'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0059 ***********************************************************************
 NL0059  DESIGNATION -  A 28
 NL0059  PID         -  NL0059
 NL0059  STATE/COUNTY-  IA/HUMBOLDT
 NL0059  USGS QUAD   -  THOR (1979)
 NL0059
 NL0059                         *CURRENT SURVEY CONTROL
 NL0059  ___________________________________________________________________
 NL0059* NAD 83(1986)-  42 41 27.     (N)    094 03 19.     (W)     SCALED    
 NL0059* NAVD 88     -       349.600  (meters)    1146.98   (feet)  ADJUSTED  
 NL0059  ___________________________________________________________________
 NL0059  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 NL0059  DYNAMIC HT  -         349.487 (meters)    1146.61  (feet)  COMP
 NL0059  MODELED GRAV-     980,290.5   (mgal)                       NAVD 88
 NL0059
 NL0059  VERT ORDER  -  SECOND    CLASS 0
 NL0059
 NL0059.The horizontal coordinates were scaled from a topographic map and have
 NL0059.an estimated accuracy of +/- 6 seconds.
 NL0059
 NL0059.The orthometric height was determined by differential leveling
 NL0059.and adjusted by the National Geodetic Survey in June 1991..
 NL0059
 NL0059.The geoid height was determined by GEOID03.
 NL0059
 NL0059.The dynamic height is computed by dividing the NAVD 88
 NL0059.geopotential number by the normal gravity value computed on the
 NL0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0059.degrees latitude (g = 980.6199 gals.).
 NL0059
 NL0059.The modeled gravity was interpolated from observed gravity values.
 NL0059
 NL0059;                    North         East    Units  Estimated Accuracy
 NL0059;SPC IA N     - 1,132,420.    1,454,500.      MT  (+/- 180 meters Scaled)
 NL0059
 NL0059                          SUPERSEDED SURVEY CONTROL
 NL0059
 NL0059  NGVD 29 (??/??/92)  349.554  (m)         1146.83   (f) ADJ UNCH    2 0
 NL0059
 NL0059.Superseded values are not recommended for survey control.
 NL0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0059.See file dsdata.txt to determine how the superseded data were derived.
 NL0059
 NL0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH135270(NAD 83)
 NL0059_MARKER: DB = BENCH MARK DISK
 NL0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0059_STAMPING: A 28 1934
 NL0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0059+STABILITY: SURFACE MOTION
 NL0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NL0059+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 NL0059
 NL0059  HISTORY     - Date     Condition        Report By
 NL0059  HISTORY     - 1934     MONUMENTED       CGS
 NL0059  HISTORY     - 20040328 GOOD             JCLS
 NL0059  HISTORY     - 20040329 GOOD             JCLS
 NL0059
 NL0059                          STATION DESCRIPTION
 NL0059
 NL0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0059'AT THOR.
 NL0059'AT THOR, HUMBOLDT COUNTY, 0.2 MILE WEST OF THE CHICAGO AND
 NL0059'NORTH WESTERN RAILWAY STATION, ABOUT 110 YARDS EAST OF THE WEST
 NL0059'END OF A SIDETRACK, 64.9 FEET SOUTH OF THE SOUTH RAIL OF A
 NL0059'PASSING TRACK, 45.8 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 NL0059'TRACK, AND 1.7 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NL0059'DISK, STAMPED A 28 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0059'PROJECTING ABOUT SIX INCHES ABOVE GROUND.
 NL0059
 NL0059                          STATION RECOVERY (2004)
 NL0059
 NL0059'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NL0059'RECOVERED IN GOOD CONDITION.
 NL0059
 NL0059                          STATION RECOVERY (2004)
 NL0059
 NL0059'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NL0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0186 ***********************************************************************
 NK0186  CBN         -  This is a Cooperative Base Network Control Station.
 NK0186  DESIGNATION -  A 29
 NK0186  PID         -  NK0186
 NK0186  STATE/COUNTY-  IA/FRANKLIN
 NK0186  USGS QUAD   -  COULTER (1979)
 NK0186
 NK0186                         *CURRENT SURVEY CONTROL
 NK0186  ___________________________________________________________________
 NK0186* NAD 83(1996)-  42 44 22.94186(N)    093 18 03.04746(W)     ADJUSTED  
 NK0186* NAVD 88     -       368.954  (meters)    1210.48   (feet)  ADJUSTED  
 NK0186  ___________________________________________________________________
 NK0186  X           -    -270,152.484 (meters)                     COMP
 NK0186  Y           -  -4,684,092.053 (meters)                     COMP
 NK0186  Z           -   4,306,540.237 (meters)                     COMP
 NK0186  LAPLACE CORR-         -18.39  (seconds)                    DEFLEC99
 NK0186  ELLIP HEIGHT-         340.52  (meters)          (07/28/03) GPS OBS
 NK0186  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 NK0186  DYNAMIC HT  -         368.864 (meters)    1210.18  (feet)  COMP
 NK0186  MODELED GRAV-     980,366.6   (mgal)                       NAVD 88
 NK0186
 NK0186  HORZ ORDER  -  B
 NK0186  VERT ORDER  -  SECOND    CLASS 0
 NK0186  ELLP ORDER  -  FOURTH    CLASS I
 NK0186
 NK0186.The horizontal coordinates were established by GPS observations
 NK0186.and adjusted by the National Geodetic Survey in August 1997..
 NK0186
 NK0186.The orthometric height was determined by differential leveling
 NK0186.and adjusted by the National Geodetic Survey in June 1991..
 NK0186
 NK0186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0186
 NK0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0186
 NK0186.The ellipsoidal height was determined by GPS observations
 NK0186.and is referenced to NAD 83.
 NK0186
 NK0186.The geoid height was determined by GEOID03.
 NK0186
 NK0186.The dynamic height is computed by dividing the NAVD 88
 NK0186.geopotential number by the normal gravity value computed on the
 NK0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0186.degrees latitude (g = 980.6199 gals.).
 NK0186
 NK0186.The modeled gravity was interpolated from observed gravity values.
 NK0186
 NK0186;                    North         East     Units Scale Factor Converg.
 NK0186;SPC IA N     - 1,137,721.705 1,516,306.654   MT  0.99994616   +0 08 05.9
 NK0186;UTM  15      - 4,731,954.133   475,375.232   MT  0.99960746   -0 12 15.0
 NK0186
 NK0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0186!SPC IA N     -   0.99994660  x   0.99994616  =   0.99989276
 NK0186!UTM  15      -   0.99994660  x   0.99960746  =   0.99955408
 NK0186
 NK0186                          SUPERSEDED SURVEY CONTROL
 NK0186
 NK0186  ELLIP H (08/25/97)  340.57   (m)                       GP(       ) 4 1
 NK0186  NAD 83(1986)-  42 44 22.93953(N)    093 18 03.04052(W) AD(       ) 3
 NK0186  NAVD 88 (08/25/97)  368.95   (m)         1210.5    (f) LEVELING    3  
 NK0186  NGVD 29 (??/??/92)  368.955  (m)         1210.48   (f) ADJ UNCH    2 0
 NK0186
 NK0186.Superseded values are not recommended for survey control.
 NK0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0186.See file dsdata.txt to determine how the superseded data were derived.
 NK0186
 NK0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH7537531954(NAD 83)
 NK0186_MARKER: DB = BENCH MARK DISK
 NK0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0186_SP_SET: CONCRETE POST
 NK0186_STAMPING: A 29 1934
 NK0186_MARK LOGO: CGS   
 NK0186_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0186+STABILITY: SURFACE MOTION
 NK0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0186+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2004
 NK0186
 NK0186  HISTORY     - Date     Condition        Report By
 NK0186  HISTORY     - 1934     MONUMENTED       CGS
 NK0186  HISTORY     - 19890626 GOOD             NGS
 NK0186  HISTORY     - 19960916 GOOD             IADT
 NK0186  HISTORY     - 20030205 GOOD             IADT
 NK0186  HISTORY     - 20041102 GOOD             JCLS
 NK0186
 NK0186                          STATION DESCRIPTION
 NK0186
 NK0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0186'3.5 MI E FROM COULTER.
 NK0186'3.5 MILES EAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0186'THE STATION AT COULTER, FRANKLIN COUNTY, 73.0 FEET NORTHEAST
 NK0186'OF THE CROSSING OF A NORTH-AND-SOUTH SECTION ROAD, 46.0 FEET
 NK0186'NORTH OF THE NORTH RAIL, 16.5 FEET EAST OF A RIGHT-OF-WAY FENCE
 NK0186'CORNER, AND 1.3 FEET SOUTH OF THE FENCE.  A STANDARD DISK,
 NK0186'STAMPED A 29 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0186'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 NK0186
 NK0186                          STATION RECOVERY (1989)
 NK0186
 NK0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NK0186'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) WEST OF HAMPTON, 5.5 KM
 NK0186'(3.40 MI) EAST OF COULTER, AT THE JUNCTION OF A GRAVEL ROAD AND A
 NK0186'RAILROAD CROSSING.  OWNERSHIP--CHICAGO AND NORTHWESTERN RAILROAD, 229
 NK0186'NORTH 3RD STREET, LAURENS, IA 50554, PHONE (712) 854-4582.
 NK0186'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 65 AND STATE
 NK0186'HIGHWAY 3 IN HAMPTON, GO WEST ON STATE HIGHWAY 3 FOR 8.2 KM (5.10 MI)
 NK0186'TO THE INTERSECTION OF A GRAVEL ROAD.  TURN LEFT, SOUTH, AND GO 0.65
 NK0186'KM (0.40 MI) TO A RAILROAD CROSSING AND THE STATION ON THE LEFT, NORTH
 NK0186'OF THE TRACKS AND ON THE SOUTH SIDE OF A FENCE.
 NK0186'THE STATION IS A STANDARD CGS BENCH MARK DISK ABOUT FLUSH WITH THE
 NK0186'GROUND.  LOCATED 15.6 M (51.2 FT) EAST OF THE CENTER OF THE ROAD, 14.0
 NK0186'M (45.9 FT) NORTH OF THE NORTH RAIL OF THE TRACKS, 1.8 M (5.9 FT) EAST
 NK0186'OF A RAILROAD TIE FENCE POST, 0.7 M (2.3 FT) SOUTH OF A BARBED WIRE
 NK0186'FENCE AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 NK0186'DESCRIBED BY M. L. MCCREADY.
 NK0186
 NK0186                          STATION RECOVERY (1996)
 NK0186
 NK0186'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 NK0186'RECOVERED IN 1996 BY IOWA DOT.  LOCATED NEAR THE EAST 1/4 CORNER OF
 NK0186'SECTION 34, T 92 N, R 21 W, AND IS 5.1 M (16.7 FT) EAST OF A PINK
 NK0186'STATE HARN SURVEY SIGN, 0.3 M (1.0 FT) WEST OF AN ORANGE CARSONITE
 NK0186'WITNESS POST, AND ON RAILROAD R.O.W.  NEW OWNERSHIP IS---UNION PACIFIC
 NK0186'RAILROAD, UNION PACIFIC BLDG., 1416 DODGE STREET, OMAHA, NE 68179.
 NK0186'PHONE-- (402) 271-5000.
 NK0186
 NK0186                          STATION RECOVERY (2003)
 NK0186
 NK0186'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (DO)
 NK0186'RECOVERED AS DESCRIBED.
 NK0186'
 NK0186
 NK0186                          STATION RECOVERY (2004)
 NK0186
 NK0186'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 NK0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0085 ***********************************************************************
 NL0085  DESIGNATION -  A 3
 NL0085  PID         -  NL0085
 NL0085  STATE/COUNTY-  IA/WEBSTER
 NL0085  USGS QUAD   -  LEHIGH (1965)
 NL0085
 NL0085                         *CURRENT SURVEY CONTROL
 NL0085  ___________________________________________________________________
 NL0085* NAD 83(1986)-  42 16 55.     (N)    094 05 09.     (W)     SCALED    
 NL0085* NAVD 88     -       347.443  (meters)    1139.90   (feet)  ADJUSTED  
 NL0085  ___________________________________________________________________
 NL0085  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 NL0085  DYNAMIC HT  -         347.353 (meters)    1139.61  (feet)  COMP
 NL0085  MODELED GRAV-     980,349.8   (mgal)                       NAVD 88
 NL0085
 NL0085  VERT ORDER  -  FIRST     CLASS II
 NL0085
 NL0085.The horizontal coordinates were scaled from a topographic map and have
 NL0085.an estimated accuracy of +/- 6 seconds.
 NL0085
 NL0085.The orthometric height was determined by differential leveling
 NL0085.and adjusted by the National Geodetic Survey in June 1991..
 NL0085
 NL0085.The geoid height was determined by GEOID03.
 NL0085
 NL0085.The dynamic height is computed by dividing the NAVD 88
 NL0085.geopotential number by the normal gravity value computed on the
 NL0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0085.degrees latitude (g = 980.6199 gals.).
 NL0085
 NL0085.The modeled gravity was interpolated from observed gravity values.
 NL0085
 NL0085;                    North         East    Units  Estimated Accuracy
 NL0085;SPC IA N     - 1,087,020.    1,451,680.      MT  (+/- 180 meters Scaled)
 NL0085
 NL0085                          SUPERSEDED SURVEY CONTROL
 NL0085
 NL0085  NGVD 29 (??/??/92)  347.423  (m)         1139.84   (f) ADJ UNCH    1 2
 NL0085
 NL0085.Superseded values are not recommended for survey control.
 NL0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0085.See file dsdata.txt to determine how the superseded data were derived.
 NL0085
 NL0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG104816(NAD 83)
 NL0085_MARKER: DB = BENCH MARK DISK
 NL0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0085_STAMPING: 1139,837 A 3 1930
 NL0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0085+STABILITY: SURFACE MOTION
 NL0085
 NL0085  HISTORY     - Date     Condition        Report By
 NL0085  HISTORY     - 1930     MONUMENTED       CGS
 NL0085  HISTORY     - 1934     GOOD             NGS
 NL0085
 NL0085                          STATION DESCRIPTION
 NL0085
 NL0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0085'1.6 MI N FROM DAYTON.
 NL0085'1.6 MILES NORTH ALONG THE ABANDONED MINNEAPOLIS AND ST. LOUIS
 NL0085'RAILROAD FROM DAYTON, WEBSTER COUNTY, 38 FEET SOUTH OF A CROSS
 NL0085'ROAD, AND 41 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 NL0085'STANDARD DISK, STAMPED 1139.837 A 3 1930 AND SET IN THE TOP OF
 NL0085'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0163 ***********************************************************************
 NK0163  DESIGNATION -  A 30
 NK0163  PID         -  NK0163
 NK0163  STATE/COUNTY-  IA/BUTLER
 NK0163  USGS QUAD   -  SHELL ROCK (1971)
 NK0163
 NK0163                         *CURRENT SURVEY CONTROL
 NK0163  ___________________________________________________________________
 NK0163* NAD 83(1986)-  42 43 09.     (N)    092 33 20.     (W)     SCALED    
 NK0163* NAVD 88     -       282.839  (meters)     927.95   (feet)  ADJUSTED  
 NK0163  ___________________________________________________________________
 NK0163  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 NK0163  DYNAMIC HT  -         282.745 (meters)     927.64  (feet)  COMP
 NK0163  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 NK0163
 NK0163  VERT ORDER  -  SECOND    CLASS 0
 NK0163
 NK0163.The horizontal coordinates were scaled from a topographic map and have
 NK0163.an estimated accuracy of +/- 6 seconds.
 NK0163
 NK0163.The orthometric height was determined by differential leveling
 NK0163.and adjusted by the National Geodetic Survey in June 1991..
 NK0163
 NK0163.The geoid height was determined by GEOID03.
 NK0163
 NK0163.The dynamic height is computed by dividing the NAVD 88
 NK0163.geopotential number by the normal gravity value computed on the
 NK0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0163.degrees latitude (g = 980.6199 gals.).
 NK0163
 NK0163.The modeled gravity was interpolated from observed gravity values.
 NK0163
 NK0163;                    North         East    Units  Estimated Accuracy
 NK0163;SPC IA N     - 1,135,850.    1,577,360.      MT  (+/- 180 meters Scaled)
 NK0163
 NK0163                          SUPERSEDED SURVEY CONTROL
 NK0163
 NK0163  NGVD 29 (??/??/92)  282.836  (m)          927.94   (f) ADJ UNCH    2 0
 NK0163
 NK0163.Superseded values are not recommended for survey control.
 NK0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0163.See file dsdata.txt to determine how the superseded data were derived.
 NK0163
 NK0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH363297(NAD 83)
 NK0163_MARKER: DB = BENCH MARK DISK
 NK0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0163_STAMPING: A 30 1934
 NK0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0163+STABILITY: SURFACE MOTION
 NK0163
 NK0163  HISTORY     - Date     Condition        Report By
 NK0163  HISTORY     - 1934     MONUMENTED       CGS
 NK0163  HISTORY     - 1971     MARK NOT FOUND   USGS
 NK0163
 NK0163                          STATION DESCRIPTION
 NK0163
 NK0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0163'1.1 MI NE FROM SHELL ROCK.
 NK0163'1.1 MILES NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NK0163'FROM THE STATION AT SHELL ROCK, BUTLER COUNTY, 500 YARDS WEST
 NK0163'OF A COUNTY-LINE ROAD CROSSING, 45.3 FEET NORTHWEST OF THE
 NK0163'NORTHWEST RAIL, AND 2.2 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 NK0163'FENCE.  A STANDARD DISK, STAMPED A 30 1934 AND SET IN THE TOP
 NK0163'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 NK0163
 NK0163                          STATION RECOVERY (1971)
 NK0163
 NK0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NK0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0260 ***********************************************************************
 NK0260  DESIGNATION -  A 31
 NK0260  PID         -  NK0260
 NK0260  STATE/COUNTY-  IA/HARDIN
 NK0260  USGS QUAD   -  IOWA FALLS EAST (1979)
 NK0260
 NK0260                         *CURRENT SURVEY CONTROL
 NK0260  ___________________________________________________________________
 NK0260* NAD 83(1986)-  42 30 49.     (N)    093 08 41.     (W)     SCALED    
 NK0260* NAVD 88     -       348.606  (meters)    1143.72   (feet)  ADJUSTED  
 NK0260  ___________________________________________________________________
 NK0260  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 NK0260  DYNAMIC HT  -         348.471 (meters)    1143.28  (feet)  COMP
 NK0260  MODELED GRAV-     980,224.6   (mgal)                       NAVD 88
 NK0260
 NK0260  VERT ORDER  -  SECOND    CLASS 0
 NK0260
 NK0260.The horizontal coordinates were scaled from a topographic map and have
 NK0260.an estimated accuracy of +/- 6 seconds.
 NK0260
 NK0260.The orthometric height was determined by differential leveling
 NK0260.and adjusted by the National Geodetic Survey in June 1991..
 NK0260
 NK0260.The geoid height was determined by GEOID03.
 NK0260
 NK0260.The dynamic height is computed by dividing the NAVD 88
 NK0260.geopotential number by the normal gravity value computed on the
 NK0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0260.degrees latitude (g = 980.6199 gals.).
 NK0260
 NK0260.The modeled gravity was interpolated from observed gravity values.
 NK0260
 NK0260;                    North         East    Units  Estimated Accuracy
 NK0260;SPC IA N     - 1,112,650.    1,529,200.      MT  (+/- 180 meters Scaled)
 NK0260
 NK0260                          SUPERSEDED SURVEY CONTROL
 NK0260
 NK0260  NGVD 29 (??/??/92)  348.575  (m)         1143.62   (f) ADJ UNCH    2 0
 NK0260
 NK0260.Superseded values are not recommended for survey control.
 NK0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0260.See file dsdata.txt to determine how the superseded data were derived.
 NK0260
 NK0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH881068(NAD 83)
 NK0260_MARKER: DB = BENCH MARK DISK
 NK0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0260_STAMPING: A 31 1934
 NK0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0260+STABILITY: SURFACE MOTION
 NK0260
 NK0260  HISTORY     - Date     Condition        Report By
 NK0260  HISTORY     - 1934     MONUMENTED       CGS
 NK0260
 NK0260                          STATION DESCRIPTION
 NK0260
 NK0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0260'6.1 MI NW FROM CLEVES.
 NK0260'6.1 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0260'RAILWAY FROM THE STATION AT CLEVES, 115 FEET NORTH OF A
 NK0260'SECTION-ROAD CROSSING, 44 FEET NORTHEAST OF THE NORTHEAST RAIL,
 NK0260'AND 3 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NK0260'DISK, STAMPED A 31 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0260'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0439 ***********************************************************************
 NK0439  DESIGNATION -  A 32
 NK0439  PID         -  NK0439
 NK0439  STATE/COUNTY-  IA/HAMILTON
 NK0439  USGS QUAD   -  WEBSTER CITY (1978)
 NK0439
 NK0439                         *CURRENT SURVEY CONTROL
 NK0439  ___________________________________________________________________
 NK0439* NAD 83(1986)-  42 28 18.     (N)    093 52 22.     (W)     SCALED    
 NK0439* NAVD 88     -       336.055  (meters)    1102.54   (feet)  ADJUSTED  
 NK0439  ___________________________________________________________________
 NK0439  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 NK0439  DYNAMIC HT  -         335.976 (meters)    1102.28  (feet)  COMP
 NK0439  MODELED GRAV-     980,375.0   (mgal)                       NAVD 88
 NK0439
 NK0439  VERT ORDER  -  SECOND    CLASS 0
 NK0439
 NK0439.The horizontal coordinates were scaled from a topographic map and have
 NK0439.an estimated accuracy of +/- 6 seconds.
 NK0439
 NK0439.The orthometric height was determined by differential leveling
 NK0439.and adjusted by the National Geodetic Survey in June 1991..
 NK0439
 NK0439.The geoid height was determined by GEOID03.
 NK0439
 NK0439.The dynamic height is computed by dividing the NAVD 88
 NK0439.geopotential number by the normal gravity value computed on the
 NK0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0439.degrees latitude (g = 980.6199 gals.).
 NK0439
 NK0439.The modeled gravity was interpolated from observed gravity values.
 NK0439
 NK0439;                    North         East    Units  Estimated Accuracy
 NK0439;SPC IA N     - 1,108,000.    1,469,350.      MT  (+/- 180 meters Scaled)
 NK0439
 NK0439                          SUPERSEDED SURVEY CONTROL
 NK0439
 NK0439  NGVD 29 (??/??/92)  336.052  (m)         1102.53   (f) ADJ UNCH    2 0
 NK0439
 NK0439.Superseded values are not recommended for survey control.
 NK0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0439.See file dsdata.txt to determine how the superseded data were derived.
 NK0439
 NK0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH282025(NAD 83)
 NK0439_MARKER: DB = BENCH MARK DISK
 NK0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0439_STAMPING: A 32 1934
 NK0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0439+STABILITY: SURFACE MOTION
 NK0439
 NK0439  HISTORY     - Date     Condition        Report By
 NK0439  HISTORY     - 1934     MONUMENTED       CGS
 NK0439  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0439
 NK0439                          STATION DESCRIPTION
 NK0439
 NK0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0439'2.8 MI W FROM WEBSTER CITY.
 NK0439'2.8 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NK0439'STATION AT WEBSTER CITY, OPPOSITE MILEPOST 358, 38 FEET SOUTH
 NK0439'OF THE CENTERLINE OF U.S. HIGHWAY 20, AND 41.5 FEET NORTH OF THE
 NK0439'NORTH RAIL.  A STANDARD DISK, STAMPED A 32 1934 AND SET IN THE
 NK0439'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NK0439
 NK0439                          STATION RECOVERY (1974)
 NK0439
 NK0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0350 ***********************************************************************
 NK0350  DESIGNATION -  A 33
 NK0350  PID         -  NK0350
 NK0350  STATE/COUNTY-  IA/STORY
 NK0350  USGS QUAD   -  AMES EAST (1975)
 NK0350
 NK0350                         *CURRENT SURVEY CONTROL
 NK0350  ___________________________________________________________________
 NK0350* NAD 83(1986)-  42 01 39.     (N)    093 30 05.     (W)     SCALED    
 NK0350* NAVD 88     -       302.513  (meters)     992.49   (feet)  ADJUSTED  
 NK0350  ___________________________________________________________________
 NK0350  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 NK0350  DYNAMIC HT  -         302.402 (meters)     992.13  (feet)  COMP
 NK0350  MODELED GRAV-     980,246.9   (mgal)                       NAVD 88
 NK0350
 NK0350  VERT ORDER  -  SECOND    CLASS 0
 NK0350
 NK0350.The horizontal coordinates were scaled from a topographic map and have
 NK0350.an estimated accuracy of +/- 6 seconds.
 NK0350
 NK0350.The orthometric height was determined by differential leveling
 NK0350.and adjusted by the National Geodetic Survey in June 1991..
 NK0350
 NK0350.The geoid height was determined by GEOID03.
 NK0350
 NK0350.The dynamic height is computed by dividing the NAVD 88
 NK0350.geopotential number by the normal gravity value computed on the
 NK0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0350.degrees latitude (g = 980.6199 gals.).
 NK0350
 NK0350.The modeled gravity was interpolated from observed gravity values.
 NK0350
 NK0350;                    North         East    Units  Estimated Accuracy
 NK0350;SPC IA N     - 1,058,590.    1,499,890.      MT  (+/- 180 meters Scaled)
 NK0350
 NK0350                          SUPERSEDED SURVEY CONTROL
 NK0350
 NK0350  NGVD 29 (??/??/92)  302.485  (m)          992.40   (f) ADJ UNCH    2 0
 NK0350
 NK0350.Superseded values are not recommended for survey control.
 NK0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0350.See file dsdata.txt to determine how the superseded data were derived.
 NK0350
 NK0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG584529(NAD 83)
 NK0350_MARKER: DB = BENCH MARK DISK
 NK0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0350_STAMPING: A 33 1934
 NK0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0350+STABILITY: SURFACE MOTION
 NK0350
 NK0350  HISTORY     - Date     Condition        Report By
 NK0350  HISTORY     - 1934     MONUMENTED       CGS
 NK0350  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0350
 NK0350                          STATION DESCRIPTION
 NK0350
 NK0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0350'2.3 MI W FROM NEVADA.
 NK0350'2.3 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0350'THE STATION AT NEVADA, STORY COUNTY, 132 YARDS WEST OF MILEPOST
 NK0350'183, AT A ROAD CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE
 NK0350'ROAD, 28.5 FEET SOUTH OF THE SOUTH RAIL, AND 23 FEET NORTHEAST
 NK0350'OF THE CORNER FENCE POST.  A STANDARD DISK, STAMPED A 33 1934
 NK0350'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 NK0350'ABOVE GROUND.
 NK0350
 NK0350                          STATION RECOVERY (1975)
 NK0350
 NK0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0275 ***********************************************************************
 NK0275  DESIGNATION -  A 34
 NK0275  PID         -  NK0275
 NK0275  STATE/COUNTY-  IA/STORY
 NK0275  USGS QUAD   -  NEVADA (1975)
 NK0275
 NK0275                         *CURRENT SURVEY CONTROL
 NK0275  ___________________________________________________________________
 NK0275* NAD 83(1986)-  42 02 56.     (N)    093 23 44.     (W)     SCALED    
 NK0275* NAVD 88     -       307.864  (meters)    1010.05   (feet)  ADJUSTED  
 NK0275  ___________________________________________________________________
 NK0275  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 NK0275  DYNAMIC HT  -         307.748 (meters)    1009.67  (feet)  COMP
 NK0275  MODELED GRAV-     980,239.3   (mgal)                       NAVD 88
 NK0275
 NK0275  VERT ORDER  -  SECOND    CLASS 0
 NK0275
 NK0275.The horizontal coordinates were scaled from a topographic map and have
 NK0275.an estimated accuracy of +/- 6 seconds.
 NK0275
 NK0275.The orthometric height was determined by differential leveling
 NK0275.and adjusted by the National Geodetic Survey in June 1991..
 NK0275
 NK0275.The geoid height was determined by GEOID03.
 NK0275
 NK0275.The dynamic height is computed by dividing the NAVD 88
 NK0275.geopotential number by the normal gravity value computed on the
 NK0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0275.degrees latitude (g = 980.6199 gals.).
 NK0275
 NK0275.The modeled gravity was interpolated from observed gravity values.
 NK0275
 NK0275;                    North         East    Units  Estimated Accuracy
 NK0275;SPC IA N     - 1,060,970.    1,508,650.      MT  (+/- 180 meters Scaled)
 NK0275
 NK0275                          SUPERSEDED SURVEY CONTROL
 NK0275
 NK0275  NGVD 29 (??/??/92)  307.825  (m)         1009.92   (f) ADJ UNCH    2 0
 NK0275
 NK0275.Superseded values are not recommended for survey control.
 NK0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0275.See file dsdata.txt to determine how the superseded data were derived.
 NK0275
 NK0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG672552(NAD 83)
 NK0275_MARKER: DB = BENCH MARK DISK
 NK0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0275_STAMPING: A 34 1934
 NK0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0275+STABILITY: SURFACE MOTION
 NK0275
 NK0275  HISTORY     - Date     Condition        Report By
 NK0275  HISTORY     - 1934     MONUMENTED       CGS
 NK0275  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0275
 NK0275                          STATION DESCRIPTION
 NK0275
 NK0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0275'4.9 MI NE FROM NEVADA.
 NK0275'4.9 MILES NORTHEAST ALONG THE CHIGAO ROCK ISLAND AND PACIFIC
 NK0275'RAILWAY FROM THE STATION AT NEVADA, STORY COUNTY, 1.5 MILES
 NK0275'SOUTH OF FERNALD, AT A ROAD CROSSING, 32 FEET NORTH OF THE
 NK0275'CENTERLINE OF THE ROAD, 14.4 FEET EAST OF THE EAST RAIL, 33.1
 NK0275'FEET WEST OF A FENCE CORNER, AND 3.2 FEET NORTHEAST OF A POLE.
 NK0275'A STANDARD DISK, STAMPED A 34 1934 AND SET IN THE TOP OF A
 NK0275'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 NK0275
 NK0275                          STATION RECOVERY (1975)
 NK0275
 NK0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0704 ***********************************************************************
 OO0704  DESIGNATION -  A 35
 OO0704  PID         -  OO0704
 OO0704  STATE/COUNTY-  IA/HANCOCK
 OO0704  USGS QUAD   -  HAYFIELD (1972)
 OO0704
 OO0704                         *CURRENT SURVEY CONTROL
 OO0704  ___________________________________________________________________
 OO0704* NAD 83(1986)-  43 10 53.     (N)    093 42 13.     (W)     SCALED    
 OO0704* NAVD 88     -       371.099  (meters)    1217.51   (feet)  ADJUSTED  
 OO0704  ___________________________________________________________________
 OO0704  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 OO0704  DYNAMIC HT  -         370.981 (meters)    1217.13  (feet)  COMP
 OO0704  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 OO0704
 OO0704  VERT ORDER  -  SECOND    CLASS 0
 OO0704
 OO0704.The horizontal coordinates were scaled from a topographic map and have
 OO0704.an estimated accuracy of +/- 6 seconds.
 OO0704
 OO0704.The orthometric height was determined by differential leveling
 OO0704.and adjusted by the National Geodetic Survey in June 1991..
 OO0704
 OO0704.The geoid height was determined by GEOID03.
 OO0704
 OO0704.The dynamic height is computed by dividing the NAVD 88
 OO0704.geopotential number by the normal gravity value computed on the
 OO0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0704.degrees latitude (g = 980.6199 gals.).
 OO0704
 OO0704.The modeled gravity was interpolated from observed gravity values.
 OO0704
 OO0704;                    North         East    Units  Estimated Accuracy
 OO0704;SPC IA N     - 1,186,790.    1,483,450.      MT  (+/- 180 meters Scaled)
 OO0704
 OO0704                          SUPERSEDED SURVEY CONTROL
 OO0704
 OO0704  NGVD 29 (??/??/92)  371.056  (m)         1217.37   (f) ADJ UNCH    2 0
 OO0704
 OO0704.Superseded values are not recommended for survey control.
 OO0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0704.See file dsdata.txt to determine how the superseded data were derived.
 OO0704
 OO0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH428811(NAD 83)
 OO0704_MARKER: DB = BENCH MARK DISK
 OO0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0704_STAMPING: A 35 1934
 OO0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0704+STABILITY: SURFACE MOTION
 OO0704
 OO0704  HISTORY     - Date     Condition        Report By
 OO0704  HISTORY     - 1934     MONUMENTED       CGS
 OO0704
 OO0704                          STATION DESCRIPTION
 OO0704
 OO0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0704'6.6 MI SW FROM FOREST CITY.
 OO0704'IN HANCOCK COUNTY, 6.6 MILES SOUTHWEST ALONG THE MINNEAPOLIS AND ST.
 OO0704'LOUIS RAILWAY FROM THE STATION AT FOREST CITY, WINNEBAGO COUNTY, 0.5
 OO0704'MILE SOUTH OF MILEPOST 149, AT THE JUNCTION OF THE CHICAGO, ROCK
 OO0704'ISLAND AND PACIFIC RAILROAD, 129 FEET NORTHEAST OF THE NORTHEAST RAIL
 OO0704'OF THE C.R.I. AND P.R.R., 34 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 OO0704'THE M. AND ST. L. RY., 21.5 FEET SOUTHWEST OF A POLE, AND 3 FEET
 OO0704'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 35
 OO0704'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OO0704'GROUND.  NOTE-- THE MINNEAPOLIS AND ST. LOUIS RAILWAY HAS BEEN MERGED
 OO0704'WITH THE CHICAGO AND NORTHWESTERN RAILWAY ON NOVEMBER 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0636 ***********************************************************************
 OO0636  DESIGNATION -  A 36
 OO0636  PID         -  OO0636
 OO0636  STATE/COUNTY-  IA/CERRO GORDO
 OO0636  USGS QUAD   -  NORA SPRINGS (1959)
 OO0636
 OO0636                         *CURRENT SURVEY CONTROL
 OO0636  ___________________________________________________________________
 OO0636* NAD 83(1986)-  43 07 52.     (N)    093 04 58.     (W)     SCALED    
 OO0636* NAVD 88     -       334.746  (meters)    1098.25   (feet)  ADJUSTED  
 OO0636  ___________________________________________________________________
 OO0636  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 OO0636  DYNAMIC HT  -         334.665 (meters)    1097.98  (feet)  COMP
 OO0636  MODELED GRAV-     980,368.6   (mgal)                       NAVD 88
 OO0636
 OO0636  VERT ORDER  -  SECOND    CLASS 0
 OO0636
 OO0636.The horizontal coordinates were scaled from a topographic map and have
 OO0636.an estimated accuracy of +/- 6 seconds.
 OO0636
 OO0636.The orthometric height was determined by differential leveling
 OO0636.and adjusted by the National Geodetic Survey in June 1991..
 OO0636
 OO0636.The geoid height was determined by GEOID03.
 OO0636
 OO0636.The dynamic height is computed by dividing the NAVD 88
 OO0636.geopotential number by the normal gravity value computed on the
 OO0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0636.degrees latitude (g = 980.6199 gals.).
 OO0636
 OO0636.The modeled gravity was interpolated from observed gravity values.
 OO0636
 OO0636;                    North         East    Units  Estimated Accuracy
 OO0636;SPC IA N     - 1,181,270.    1,533,950.      MT  (+/- 180 meters Scaled)
 OO0636
 OO0636                          SUPERSEDED SURVEY CONTROL
 OO0636
 OO0636  NGVD 29 (??/??/92)  334.752  (m)         1098.27   (f) ADJ UNCH    2 0
 OO0636
 OO0636.Superseded values are not recommended for survey control.
 OO0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0636.See file dsdata.txt to determine how the superseded data were derived.
 OO0636
 OO0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH932753(NAD 83)
 OO0636_MARKER: DB = BENCH MARK DISK
 OO0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0636_STAMPING: A 36 1934
 OO0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0636+STABILITY: SURFACE MOTION
 OO0636
 OO0636  HISTORY     - Date     Condition        Report By
 OO0636  HISTORY     - 1934     MONUMENTED       CGS
 OO0636
 OO0636                          STATION DESCRIPTION
 OO0636
 OO0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0636'6.0 MI E FROM MASON CITY.
 OO0636'6.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0636'RAILROAD FROM THE STATION AT MASON CITY, CERRO GORDO COUNTY, 2 MILES
 OO0636'WEST OF PORTLAND, 145 YARDS EAST OF TRESTLE R 366, 40.5 FEET SOUTH OF
 OO0636'THE SOUTH RAIL, AND 7.4 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A
 OO0636'STANDARD DISK, STAMPED A 36 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0636'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0224 ***********************************************************************
 OO0224  DESIGNATION -  A 37
 OO0224  PID         -  OO0224
 OO0224  STATE/COUNTY-  IA/CHICKASAW
 OO0224  USGS QUAD   -  NEW HAMPTON (1972)
 OO0224
 OO0224                         *CURRENT SURVEY CONTROL
 OO0224  ___________________________________________________________________
 OO0224* NAD 83(1986)-  43 04 00.     (N)    092 18 11.     (W)     SCALED    
 OO0224* NAVD 88     -       353.684  (meters)    1160.38   (feet)  ADJUSTED  
 OO0224  ___________________________________________________________________
 OO0224  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 OO0224  DYNAMIC HT  -         353.584 (meters)    1160.05  (feet)  COMP
 OO0224  MODELED GRAV-     980,327.0   (mgal)                       NAVD 88
 OO0224
 OO0224  VERT ORDER  -  SECOND    CLASS 0
 OO0224
 OO0224.The horizontal coordinates were scaled from a topographic map and have
 OO0224.an estimated accuracy of +/- 6 seconds.
 OO0224
 OO0224.The orthometric height was determined by differential leveling
 OO0224.and adjusted by the National Geodetic Survey in June 1991..
 OO0224
 OO0224.The geoid height was determined by GEOID03.
 OO0224
 OO0224.The dynamic height is computed by dividing the NAVD 88
 OO0224.geopotential number by the normal gravity value computed on the
 OO0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0224.degrees latitude (g = 980.6199 gals.).
 OO0224
 OO0224.The modeled gravity was interpolated from observed gravity values.
 OO0224
 OO0224;                    North         East    Units  Estimated Accuracy
 OO0224;SPC IA N     - 1,174,710.    1,597,490.      MT  (+/- 180 meters Scaled)
 OO0224
 OO0224                          SUPERSEDED SURVEY CONTROL
 OO0224
 OO0224  NGVD 29 (??/??/92)  353.684  (m)         1160.38   (f) ADJ UNCH    2 0
 OO0224
 OO0224.Superseded values are not recommended for survey control.
 OO0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0224.See file dsdata.txt to determine how the superseded data were derived.
 OO0224
 OO0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH567684(NAD 83)
 OO0224_MARKER: DB = BENCH MARK DISK
 OO0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0224_STAMPING: A 37 1934
 OO0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0224+STABILITY: SURFACE MOTION
 OO0224
 OO0224  HISTORY     - Date     Condition        Report By
 OO0224  HISTORY     - 1934     MONUMENTED       CGS
 OO0224  HISTORY     - 1934     GOOD             NGS
 OO0224
 OO0224                          STATION DESCRIPTION
 OO0224
 OO0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0224'0.8 MI E FROM NEW HAMPTON.
 OO0224'0.8 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0224'RAILROAD FROM THE STATION AT NEW HAMPTON, 0.6 MILE EAST OF THE
 OO0224'CROSSING OF THE CHICAGO GREAT WESTERN RAILROAD, 38.8 FEET NORTH OF THE
 OO0224'NORTH RAIL, AND 33 FEET SOUTH OF THE CENTERLINE OF A ROAD PARALLELING
 OO0224'THE TRACK.  A STANDARD DISK, STAMPED A 37 1934 AND SET IN THE TOP OF A
 OO0224'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0629 ***********************************************************************
 NJ0629  DESIGNATION -  A 38
 NJ0629  PID         -  NJ0629
 NJ0629  STATE/COUNTY-  IA/FAYETTE
 NJ0629  USGS QUAD   -  OELWEIN (1981)
 NJ0629
 NJ0629                         *CURRENT SURVEY CONTROL
 NJ0629  ___________________________________________________________________
 NJ0629* NAD 83(1986)-  42 40 41.     (N)    091 55 02.     (W)     SCALED    
 NJ0629* NAVD 88     -       316.641  (meters)    1038.85   (feet)  ADJUSTED  
 NJ0629  ___________________________________________________________________
 NJ0629  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 NJ0629  DYNAMIC HT  -         316.547 (meters)    1038.54  (feet)  COMP
 NJ0629  MODELED GRAV-     980,317.6   (mgal)                       NAVD 88
 NJ0629
 NJ0629  VERT ORDER  -  SECOND    CLASS 0
 NJ0629
 NJ0629.The horizontal coordinates were scaled from a topographic map and have
 NJ0629.an estimated accuracy of +/- 6 seconds.
 NJ0629
 NJ0629.The orthometric height was determined by differential leveling
 NJ0629.and adjusted by the National Geodetic Survey in June 1991..
 NJ0629
 NJ0629.The geoid height was determined by GEOID03.
 NJ0629
 NJ0629.The dynamic height is computed by dividing the NAVD 88
 NJ0629.geopotential number by the normal gravity value computed on the
 NJ0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0629.degrees latitude (g = 980.6199 gals.).
 NJ0629
 NJ0629.The modeled gravity was interpolated from observed gravity values.
 NJ0629
 NJ0629;                    North         East    Units  Estimated Accuracy
 NJ0629;SPC IA N     - 1,132,070.    1,629,720.      MT  (+/- 180 meters Scaled)
 NJ0629
 NJ0629                          SUPERSEDED SURVEY CONTROL
 NJ0629
 NJ0629  NGVD 29 (??/??/92)  316.664  (m)         1038.92   (f) ADJ UNCH    2 0
 NJ0629
 NJ0629.Superseded values are not recommended for survey control.
 NJ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0629.See file dsdata.txt to determine how the superseded data were derived.
 NJ0629
 NJ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH887256(NAD 83)
 NJ0629_MARKER: DB = BENCH MARK DISK
 NJ0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0629_STAMPING: A 38 1934
 NJ0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0629+STABILITY: SURFACE MOTION
 NJ0629
 NJ0629  HISTORY     - Date     Condition        Report By
 NJ0629  HISTORY     - 1934     MONUMENTED       CGS
 NJ0629  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0629  HISTORY     - 1984     MARK NOT FOUND   NGS
 NJ0629
 NJ0629                          STATION DESCRIPTION
 NJ0629
 NJ0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0629'AT OELWEIN.
 NJ0629'AT OELWEIN, FAYETTE COUNTY, IN THE NORTH SECTION OF THE CHICAGO,
 NJ0629'GREAT WESTERN RAILROAD STATION PARK, 110.9 FEET SOUTH OF THE
 NJ0629'SOUTH CURVE OF CHARLES STREET, 40.6 FEET NORTHWEST OF THE
 NJ0629'NORTHEAST CORNER OF THE STATION, 25 FEET NORTH OF THE CENTERLINE
 NJ0629'OF A WALK THROUGH THE PARK, AND 1 FOOT NORTHEAST OF A ROW OF
 NJ0629'HEDGES.  A STANDARD DISK, STAMPED A 38 1934 AND SET IN THE TOP
 NJ0629'OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 NJ0629
 NJ0629                          STATION RECOVERY (1977)
 NJ0629
 NJ0629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0629'MARK NOT FOUND.
 NJ0629
 NJ0629                          STATION RECOVERY (1984)
 NJ0629
 NJ0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NJ0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0352 ***********************************************************************
 MH0352  DESIGNATION -  A 4
 MH0352  PID         -  MH0352
 MH0352  STATE/COUNTY-  IA/DALLAS
 MH0352  USGS QUAD   -  DALLAS CENTER (1965)
 MH0352
 MH0352                         *CURRENT SURVEY CONTROL
 MH0352  ___________________________________________________________________
 MH0352* NAD 83(1986)-  41 42 23.     (N)    093 58 55.     (W)     SCALED    
 MH0352* NAVD 88     -       318.384  (meters)    1044.56   (feet)  ADJUSTED  
 MH0352  ___________________________________________________________________
 MH0352  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 MH0352  DYNAMIC HT  -         318.248 (meters)    1044.12  (feet)  COMP
 MH0352  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 MH0352
 MH0352  VERT ORDER  -  FIRST     CLASS II
 MH0352
 MH0352.The horizontal coordinates were scaled from a topographic map and have
 MH0352.an estimated accuracy of +/- 6 seconds.
 MH0352
 MH0352.The orthometric height was determined by differential leveling
 MH0352.and adjusted by the National Geodetic Survey in June 1991..
 MH0352
 MH0352.The geoid height was determined by GEOID03.
 MH0352
 MH0352.The dynamic height is computed by dividing the NAVD 88
 MH0352.geopotential number by the normal gravity value computed on the
 MH0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0352.degrees latitude (g = 980.6199 gals.).
 MH0352
 MH0352.The modeled gravity was interpolated from observed gravity values.
 MH0352
 MH0352;                    North         East    Units  Estimated Accuracy
 MH0352;SPC IA S     -   189,610.      459,890.      MT  (+/- 180 meters Scaled)
 MH0352
 MH0352                          SUPERSEDED SURVEY CONTROL
 MH0352
 MH0352  NGVD 29 (??/??/92)  318.326  (m)         1044.37   (f) ADJ UNCH    1 2
 MH0352
 MH0352.Superseded values are not recommended for survey control.
 MH0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0352.See file dsdata.txt to determine how the superseded data were derived.
 MH0352
 MH0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG183176(NAD 83)
 MH0352_MARKER: DD = SURVEY DISK
 MH0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0352_STAMPING: 1044.375 A 4 1930
 MH0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0352+STABILITY: SURFACE MOTION
 MH0352
 MH0352  HISTORY     - Date     Condition        Report By
 MH0352  HISTORY     - 1930     MONUMENTED       CGS
 MH0352  HISTORY     - 1934     GOOD             NGS
 MH0352  HISTORY     - 1965     MARK NOT FOUND   NGS
 MH0352
 MH0352                          STATION DESCRIPTION
 MH0352
 MH0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0352'2 MI NW FROM DALLAS CENTER.
 MH0352'2.0 MILES NORTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 MH0352'FROM DALLAS CENTER, DALLAS COUNTY, 62 FEET SOUTHEAST OF THE
 MH0352'SECOND POLE SOUTHEAST OF MILEPOST 287, AND 41 FEET SOUTHWEST OF
 MH0352'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 1044.375
 MH0352'A 1930 AND SET IN THE TOP OF A CONCRETE POST.
 MH0352
 MH0352                          STATION RECOVERY (1965)
 MH0352
 MH0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MH0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0262 ***********************************************************************
 OO0262  DESIGNATION -  A 40
 OO0262  PID         -  OO0262
 OO0262  STATE/COUNTY-  IA/FLOYD
 OO0262  USGS QUAD   -  FLOYD (1971)
 OO0262
 OO0262                         *CURRENT SURVEY CONTROL
 OO0262  ___________________________________________________________________
 OO0262* NAD 83(1986)-  43 08 25.     (N)    092 43 56.     (W)     SCALED    
 OO0262* NAVD 88     -       336.283  (meters)    1103.29   (feet)  ADJUSTED  
 OO0262  ___________________________________________________________________
 OO0262  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 OO0262  DYNAMIC HT  -         336.180 (meters)    1102.95  (feet)  COMP
 OO0262  MODELED GRAV-     980,304.2   (mgal)                       NAVD 88
 OO0262
 OO0262  VERT ORDER  -  SECOND    CLASS 0
 OO0262
 OO0262.The horizontal coordinates were scaled from a topographic map and have
 OO0262.an estimated accuracy of +/- 6 seconds.
 OO0262
 OO0262.The orthometric height was determined by differential leveling
 OO0262.and adjusted by the National Geodetic Survey in June 1991..
 OO0262
 OO0262.The geoid height was determined by GEOID03.
 OO0262
 OO0262.The dynamic height is computed by dividing the NAVD 88
 OO0262.geopotential number by the normal gravity value computed on the
 OO0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0262.degrees latitude (g = 980.6199 gals.).
 OO0262
 OO0262.The modeled gravity was interpolated from observed gravity values.
 OO0262
 OO0262;                    North         East    Units  Estimated Accuracy
 OO0262;SPC IA N     - 1,182,480.    1,562,460.      MT  (+/- 180 meters Scaled)
 OO0262
 OO0262                          SUPERSEDED SURVEY CONTROL
 OO0262
 OO0262  NGVD 29 (??/??/92)  336.269  (m)         1103.24   (f) ADJ UNCH    2 0
 OO0262
 OO0262.Superseded values are not recommended for survey control.
 OO0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0262.See file dsdata.txt to determine how the superseded data were derived.
 OO0262
 OO0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH217764(NAD 83)
 OO0262_MARKER: DD = SURVEY DISK
 OO0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0262_STAMPING: A 40 1934
 OO0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0262+STABILITY: SURFACE MOTION
 OO0262
 OO0262  HISTORY     - Date     Condition        Report By
 OO0262  HISTORY     - 1934     MONUMENTED       CGS
 OO0262  HISTORY     - 1971     MARK NOT FOUND   USGS
 OO0262  HISTORY     - 1979     MARK NOT FOUND   NGS
 OO0262
 OO0262                          STATION DESCRIPTION
 OO0262
 OO0262'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OO0262'IN FLOYD.
 OO0262'AT FLOYD, FLOYD COUNTY, 55 YARDS NORTHWEST OF THE ILLINOIS CENTRAL
 OO0262'RAILROAD STATION, 23 YARDS SOUTHEAST OF THE CROSSING OF U.S. HIGHWAY
 OO0262'218, 24.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE NORTHEAST
 OO0262'SIDETRACK, AND 17.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 OO0262'TRACK.  A STANDARD DISK, STAMPED A 40 1934 AND SET IN THE TOP OF A
 OO0262'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 OO0262
 OO0262                          STATION RECOVERY (1979)
 OO0262
 OO0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OO0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0305 ***********************************************************************
 OO0305  DESIGNATION -  A 41
 OO0305  PID         -  OO0305
 OO0305  STATE/COUNTY-  IA/MITCHELL
 OO0305  USGS QUAD   -  LITTLE CEDAR (1972)
 OO0305
 OO0305                         *CURRENT SURVEY CONTROL
 OO0305  ___________________________________________________________________
 OO0305* NAD 83(1986)-  43 23 51.     (N)    092 40 45.     (W)     SCALED    
 OO0305* NAVD 88     -       376.721  (meters)    1235.96   (feet)  ADJUSTED  
 OO0305  ___________________________________________________________________
 OO0305  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 OO0305  DYNAMIC HT  -         376.620 (meters)    1235.63  (feet)  COMP
 OO0305  MODELED GRAV-     980,341.3   (mgal)                       NAVD 88
 OO0305
 OO0305  VERT ORDER  -  SECOND    CLASS 0
 OO0305
 OO0305.The horizontal coordinates were scaled from a topographic map and have
 OO0305.an estimated accuracy of +/- 6 seconds.
 OO0305
 OO0305.The orthometric height was determined by differential leveling
 OO0305.and adjusted by the National Geodetic Survey in June 1991..
 OO0305
 OO0305.The geoid height was determined by GEOID03.
 OO0305
 OO0305.The dynamic height is computed by dividing the NAVD 88
 OO0305.geopotential number by the normal gravity value computed on the
 OO0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0305.degrees latitude (g = 980.6199 gals.).
 OO0305
 OO0305.The modeled gravity was interpolated from observed gravity values.
 OO0305
 OO0305;                    North         East    Units  Estimated Accuracy
 OO0305;SPC IA N     - 1,211,100.    1,566,500.      MT  (+/- 180 meters Scaled)
 OO0305
 OO0305                          SUPERSEDED SURVEY CONTROL
 OO0305
 OO0305  NGVD 29 (??/??/92)  376.710  (m)         1235.92   (f) ADJ UNCH    2 0
 OO0305
 OO0305.Superseded values are not recommended for survey control.
 OO0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0305.See file dsdata.txt to determine how the superseded data were derived.
 OO0305
 OO0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ259050(NAD 83)
 OO0305_MARKER: DB = BENCH MARK DISK
 OO0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0305_STAMPING: A 41 1934
 OO0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0305+STABILITY: SURFACE MOTION
 OO0305
 OO0305  HISTORY     - Date     Condition        Report By
 OO0305  HISTORY     - 1934     MONUMENTED       CGS
 OO0305  HISTORY     - 1971     MARK NOT FOUND   USGS
 OO0305
 OO0305                          STATION DESCRIPTION
 OO0305
 OO0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0305'2.5 MI NE FROM LITTLE CEDAR.
 OO0305'2.5 MILES NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0305'STATION AT LITTLE CEDAR, MITCHELL COUNTY, 141 YARDS NORTHEAST OF
 OO0305'MILEPOST 198, 125 FEET NORTHEAST OF A FENCE CORNER, 45.5 FEET
 OO0305'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AND 1.5 FEET
 OO0305'NORTHWEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED A 41
 OO0305'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 OO0305'GROUND.  NOTE-- RAILROAD IS NOW ABANDONED AND LAND IS NOW UNDER
 OO0305'CULTIVATION.
 OO0305
 OO0305                          STATION RECOVERY (1971)
 OO0305
 OO0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OO0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0207 ***********************************************************************
 MH0207  DESIGNATION -  A 5
 MH0207  PID         -  MH0207
 MH0207  STATE/COUNTY-  IA/JASPER
 MH0207  USGS QUAD   -  PRAIRIE CITY (1965)
 MH0207
 MH0207                         *CURRENT SURVEY CONTROL
 MH0207  ___________________________________________________________________
 MH0207* NAD 83(1996)-  41 34 01.05299(N)    093 09 34.68589(W)     ADJUSTED  
 MH0207* NAVD 88     -       281.230  (meters)     922.67   (feet)  ADJUSTED  
 MH0207  ___________________________________________________________________
 MH0207  X           -    -263,422.215 (meters)                     COMP
 MH0207  Y           -  -4,771,968.445 (meters)                     COMP
 MH0207  Z           -   4,209,904.637 (meters)                     COMP
 MH0207  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 MH0207  ELLIP HEIGHT-         249.36  (meters)          (06/15/04) GPS OBS
 MH0207  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MH0207  DYNAMIC HT  -         281.112 (meters)     922.28  (feet)  COMP
 MH0207  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 MH0207
 MH0207  HORZ ORDER  -  FIRST
 MH0207  VERT ORDER  -  FIRST     CLASS II
 MH0207  ELLP ORDER  -  FOURTH    CLASS I
 MH0207
 MH0207.The horizontal coordinates were established by GPS observations
 MH0207.and adjusted by the National Geodetic Survey in November 2002..
 MH0207
 MH0207.The orthometric height was determined by differential leveling
 MH0207.and adjusted by the National Geodetic Survey in June 1991..
 MH0207
 MH0207.Photographs are available for this station.
 MH0207
 MH0207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0207
 MH0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0207
 MH0207.The ellipsoidal height was determined by GPS observations
 MH0207.and is referenced to NAD 83.
 MH0207
 MH0207.The geoid height was determined by GEOID03.
 MH0207
 MH0207.The dynamic height is computed by dividing the NAVD 88
 MH0207.geopotential number by the normal gravity value computed on the
 MH0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0207.degrees latitude (g = 980.6199 gals.).
 MH0207
 MH0207.The modeled gravity was interpolated from observed gravity values.
 MH0207
 MH0207;                    North         East     Units Scale Factor Converg.
 MH0207;SPC IA S     -   174,066.918   528,388.924   MT  0.99996874   +0 13 27.1
 MH0207;UTM  15      - 4,601,710.318   486,690.154   MT  0.99960218   -0 06 21.3
 MH0207
 MH0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0207!SPC IA S     -   0.99996089  x   0.99996874  =   0.99992963
 MH0207!UTM  15      -   0.99996089  x   0.99960218  =   0.99956309
 MH0207
 MH0207                          SUPERSEDED SURVEY CONTROL
 MH0207
 MH0207  ELLIP H (11/27/02)  249.38   (m)                       GP(       ) 4 1
 MH0207  NAD 83(1996)-  41 34 01.05284(N)    093 09 34.68595(W) AD(       ) 1
 MH0207  ELLIP H (03/18/02)  249.38   (m)                       GP(       ) 4 1
 MH0207  NAD 83(1996)-  41 34 01.05239(N)    093 09 34.68567(W) AD(       ) 3
 MH0207  ELLIP H (05/06/99)  249.41   (m)                       GP(       ) 4 1
 MH0207  NAD 83(1986)-  41 34 01.05664(N)    093 09 34.69126(W) AD(       ) 3
 MH0207  NAVD 88 (03/18/02)  281.23   (m)          922.7    (f) LEVELING    3  
 MH0207  NGVD 29 (??/??/92)  281.194  (m)          922.55   (f) ADJ UNCH    1 2
 MH0207
 MH0207.Superseded values are not recommended for survey control.
 MH0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0207.See file dsdata.txt to determine how the superseded data were derived.
 MH0207
 MH0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG8669001710(NAD 83)
 MH0207_MARKER: DB = BENCH MARK DISK
 MH0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0207_SP_SET: CONCRETE POST
 MH0207_STAMPING: 922.551 A 5 1930
 MH0207_MARK LOGO: CGS   
 MH0207_PROJECTION: RECESSED 5 CENTIMETERS
 MH0207_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0207+STABILITY: SURFACE MOTION
 MH0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0207+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2002
 MH0207
 MH0207  HISTORY     - Date     Condition        Report By
 MH0207  HISTORY     - 1930     MONUMENTED       CGS
 MH0207  HISTORY     - 1934     GOOD             NGS
 MH0207  HISTORY     - 19890812 GOOD             NGS
 MH0207  HISTORY     - 20010501 GOOD             WOOLPT
 MH0207  HISTORY     - 20020429 GOOD             IAHD
 MH0207
 MH0207                          STATION DESCRIPTION
 MH0207
 MH0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0207'AT FAIRMONT.
 MH0207'AT FAIRMONT, JASPER COUNTY, 75 YARDS WEST OF THE CHICAGO, ROCK
 MH0207'ISLAND AND PACIFIC RAILWAY STATION, 22 FEET WEST OF THE WEST
 MH0207'FENCE LINE OF A NORTH-AND-SOUTH ROAD FENCED 66 FEET WIDE, AND
 MH0207'39 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 MH0207'DISK, STAMPED 922.551 A 5 1930 AND SET IN THE TOP OF A CONCRETE
 MH0207'POST.
 MH0207
 MH0207                          STATION RECOVERY (1989)
 MH0207
 MH0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MH0207'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) SOUTHEAST OF PRAIRIE
 MH0207'CITY, 7.5 KM (4.65 MI) NORTHWEST OF MONROE AND AT THE JUNCTION OF A
 MH0207'GRAVEL ROAD AND RAILROAD CROSSING.  OWNERSHIP--ROCK ISLAND RAILROAD,
 MH0207'2510 NORTH 11TH STREET, OMAHA, NE 68110.  CALL OPERATOR AND ASK FOR
 MH0207'ZENITH 3992.
 MH0207'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 163,
 MH0207'ON THE SOUTH SIDE OF MONROE, GO NORTHWEST ON STATE HIGHWAY 163 FOR 7.6
 MH0207'KM (4.70 MI) TO A 4-WAY GRAVEL INTERSECTION.  TURN RIGHT, NORTH, ON
 MH0207'THE WESTERLY ONE OF THE TWO GRAVEL ROADS FOR 0.08 KM (0.05 MI) TO THE
 MH0207'STATION ON THE LEFT.
 MH0207'THE STATION IS A STANDARD CGS BENCHMARK DISK FLUSH WITH THE GROUND.
 MH0207'LOCATED 16.5 M (54.1 FT) WEST OF THE CENTER OF THE ROAD, 11.2 M
 MH0207'(36.7 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 1.3 M
 MH0207'(4.3 FT) SOUTHWEST OF A METAL WITNESS POST AND 0.3 M (1.0 FT)
 MH0207'SOUTHEAST OF A FIBERGLASS WITNESS POST.
 MH0207'DESCRIBED BY M. L. MCCREADY.
 MH0207
 MH0207                          STATION RECOVERY (2001)
 MH0207
 MH0207'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 MH0207'RECOVERED AS DESCRIBED.
 MH0207' 
 MH0207' 
 MH0207'
 MH0207
 MH0207                          STATION RECOVERY (2002)
 MH0207
 MH0207'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 2002 (NMM)
 MH0207'RAILROAD RAILS AND BALLAST HAVE BEEN REMOVED. THIS MONUMENT WAS USED
 MH0207'IN THE HARN NETWORK. THE SKY IS OBSTRUCTED IN THE NORTHWEST AND
 MH0207'NORTHEAST QUADRANT DUE TO TREE GROWTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0067 ***********************************************************************
 MH0067  DESIGNATION -  A 6
 MH0067  PID         -  MH0067
 MH0067  STATE/COUNTY-  IA/WAPELLO
 MH0067  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0067
 MH0067                         *CURRENT SURVEY CONTROL
 MH0067  ___________________________________________________________________
 MH0067* NAD 83(1986)-  41 01 32.     (N)    092 25 26.     (W)     SCALED    
 MH0067* NAVD 88     -       197.867  (meters)     649.17   (feet)  ADJUSTED  
 MH0067  ___________________________________________________________________
 MH0067  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MH0067  DYNAMIC HT  -         197.778 (meters)     648.88  (feet)  COMP
 MH0067  MODELED GRAV-     980,170.9   (mgal)                       NAVD 88
 MH0067
 MH0067  VERT ORDER  -  FIRST     CLASS II
 MH0067
 MH0067.The horizontal coordinates were scaled from a topographic map and have
 MH0067.an estimated accuracy of +/- 6 seconds.
 MH0067
 MH0067.The orthometric height was determined by differential leveling
 MH0067.and adjusted by the National Geodetic Survey in June 1991..
 MH0067
 MH0067.The geoid height was determined by GEOID03.
 MH0067
 MH0067.The dynamic height is computed by dividing the NAVD 88
 MH0067.geopotential number by the normal gravity value computed on the
 MH0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0067.degrees latitude (g = 980.6199 gals.).
 MH0067
 MH0067.The modeled gravity was interpolated from observed gravity values.
 MH0067
 MH0067;                    North         East    Units  Estimated Accuracy
 MH0067;SPC IA S     -   114,450.      590,500.      MT  (+/- 180 meters Scaled)
 MH0067
 MH0067                          SUPERSEDED SURVEY CONTROL
 MH0067
 MH0067  NGVD 29 (??/??/92)  197.854  (m)          649.13   (f) ADJ UNCH    1 2
 MH0067
 MH0067.Superseded values are not recommended for survey control.
 MH0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0067.See file dsdata.txt to determine how the superseded data were derived.
 MH0067
 MH0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF484417(NAD 83)
 MH0067_MARKER: DB = BENCH MARK DISK
 MH0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0067_STAMPING: 649.126 A 6 1930
 MH0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0067+STABILITY: SURFACE MOTION
 MH0067
 MH0067  HISTORY     - Date     Condition        Report By
 MH0067  HISTORY     - 1930     MONUMENTED       CGS
 MH0067  HISTORY     - 1955     MARK NOT FOUND   NGS
 MH0067
 MH0067                          STATION DESCRIPTION
 MH0067
 MH0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MH0067'AT OTTUMWA.
 MH0067'AT OTTUMWA, WAPELLO COUNTY, 1-1/2 BLOCKS SOUTHEAST OF LAWLER TOWER,
 MH0067'AT THE JUNCTION OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MH0067'RAILROAD WITH THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, IN THE
 MH0067'RAILROAD YARDS, 21 FEET NORTHEAST OF THE CENTER LINE OF THE C. B.
 MH0067'AND Q. R.R. TRACK AND 12 FEET NORTHWEST OF A POLE.  A STANDARD
 MH0067'DISK, STAMPED 649.126 A 6 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0096 ***********************************************************************
 MK0096  DESIGNATION -  A 69
 MK0096  PID         -  MK0096
 MK0096  STATE/COUNTY-  IA/HARRISON
 MK0096  USGS QUAD   -  MODALE (1970)
 MK0096
 MK0096                         *CURRENT SURVEY CONTROL
 MK0096  ___________________________________________________________________
 MK0096* NAD 83(1986)-  41 33 05.     (N)    096 05 33.     (W)     SCALED    
 MK0096* NAVD 88     -       322.035  (meters)    1056.54   (feet)  ADJUSTED  
 MK0096  ___________________________________________________________________
 MK0096  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 MK0096  DYNAMIC HT  -         321.888 (meters)    1056.06  (feet)  COMP
 MK0096  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 MK0096
 MK0096  VERT ORDER  -  SECOND    CLASS 0
 MK0096
 MK0096.The horizontal coordinates were scaled from a topographic map and have
 MK0096.an estimated accuracy of +/- 6 seconds.
 MK0096
 MK0096.The orthometric height was determined by differential leveling
 MK0096.and adjusted by the National Geodetic Survey in June 1991..
 MK0096
 MK0096.The geoid height was determined by GEOID03.
 MK0096
 MK0096.The dynamic height is computed by dividing the NAVD 88
 MK0096.geopotential number by the normal gravity value computed on the
 MK0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0096.degrees latitude (g = 980.6199 gals.).
 MK0096
 MK0096.The modeled gravity was interpolated from observed gravity values.
 MK0096
 MK0096;                    North         East    Units  Estimated Accuracy
 MK0096;SPC IA S     -   175,510.      283,750.      MT  (+/- 180 meters Scaled)
 MK0096
 MK0096                          SUPERSEDED SURVEY CONTROL
 MK0096
 MK0096  NGVD 29 (??/??/92)  321.891  (m)         1056.07   (f) ADJ UNCH    2 0
 MK0096
 MK0096.Superseded values are not recommended for survey control.
 MK0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0096.See file dsdata.txt to determine how the superseded data were derived.
 MK0096
 MK0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM424040(NAD 83)
 MK0096_MARKER: DB = BENCH MARK DISK
 MK0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0096_SP_SET: BRIDGE
 MK0096_STAMPING: A 69 1935
 MK0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0096
 MK0096  HISTORY     - Date     Condition        Report By
 MK0096  HISTORY     - 1935     MONUMENTED       CGS
 MK0096  HISTORY     - 1948     GOOD             NGS
 MK0096  HISTORY     - 1970     GOOD             USGS
 MK0096
 MK0096                          STATION DESCRIPTION
 MK0096
 MK0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0096'2.2 MI E FROM BLAIR.
 MK0096'IN HARRISON COUNTY, IOWA, 2.2 MILES EAST ALONG THE CHICAGO AND
 MK0096'NORTH WESTERN RAILWAY FROM THE STATION AT BLAIR, WASHINGTON
 MK0096'COUNTY, NEBRASKA 165 FEET WEST OF MILEPOST 11, AT BRIDGE S 72 OVER
 MK0096'MISSOURI RIVER, IN THE TOP OF THE EAST END OF THE EAST CONCRETE
 MK0096'ABUTMENT, 7.9 FEET SOUTH OF THE SOUTH RAIL, AND 1-1/2 FEET LOWER
 MK0096'THAN THE TRACK.  A STANDARD DISK, STAMPED A 69 1935.
 MK0096
 MK0096                          STATION RECOVERY (1970)
 MK0096
 MK0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0068 ***********************************************************************
 MH0068  DESIGNATION -  A 7
 MH0068  PID         -  MH0068
 MH0068  STATE/COUNTY-  IA/WAPELLO
 MH0068  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0068
 MH0068                         *CURRENT SURVEY CONTROL
 MH0068  ___________________________________________________________________
 MH0068* NAD 83(1986)-  41 00 42.     (N)    092 24 40.     (W)     SCALED    
 MH0068* NAVD 88     -       196.541  (meters)     644.82   (feet)  ADJUSTED  
 MH0068  ___________________________________________________________________
 MH0068  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MH0068  DYNAMIC HT  -         196.453 (meters)     644.53  (feet)  COMP
 MH0068  MODELED GRAV-     980,171.2   (mgal)                       NAVD 88
 MH0068
 MH0068  VERT ORDER  -  FIRST     CLASS II
 MH0068
 MH0068.The horizontal coordinates were scaled from a topographic map and have
 MH0068.an estimated accuracy of +/- 6 seconds.
 MH0068
 MH0068.The orthometric height was determined by differential leveling
 MH0068.and adjusted by the National Geodetic Survey in June 1991..
 MH0068
 MH0068.The geoid height was determined by GEOID03.
 MH0068
 MH0068.The dynamic height is computed by dividing the NAVD 88
 MH0068.geopotential number by the normal gravity value computed on the
 MH0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0068.degrees latitude (g = 980.6199 gals.).
 MH0068
 MH0068.The modeled gravity was interpolated from observed gravity values.
 MH0068
 MH0068;                    North         East    Units  Estimated Accuracy
 MH0068;SPC IA S     -   112,920.      591,590.      MT  (+/- 180 meters Scaled)
 MH0068
 MH0068                          SUPERSEDED SURVEY CONTROL
 MH0068
 MH0068  NGVD 29 (??/??/92)  196.528  (m)          644.78   (f) ADJ UNCH    1 2
 MH0068
 MH0068.Superseded values are not recommended for survey control.
 MH0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0068.See file dsdata.txt to determine how the superseded data were derived.
 MH0068
 MH0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF495402(NAD 83)
 MH0068_MARKER: DB = BENCH MARK DISK
 MH0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0068_SP_SET: PIER
 MH0068_STAMPING: 644.776 A 7 1930
 MH0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0068
 MH0068  HISTORY     - Date     Condition        Report By
 MH0068  HISTORY     - 1930     MONUMENTED       CGS
 MH0068  HISTORY     - 1943     GOOD             NGS
 MH0068
 MH0068                          STATION DESCRIPTION
 MH0068
 MH0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MH0068'AT OTTUMWA.
 MH0068'AT OTTUMWA, WAPELLO COUNTY, AT THE WABASH RAILWAY BRIDGE OVER DES
 MH0068'MOINES RIVER, IN THE TOP OF THE WEST END OF THE MIDDLE PIER, AND
 MH0068'BETWEEN THE TRACK AND THE BRIDGE TRUSS.  A STANDARD DISK, STAMPED
 MH0068'644.776 A 7 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0349 ***********************************************************************
 MG0349  DESIGNATION -  A 71
 MG0349  PID         -  MG0349
 MG0349  STATE/COUNTY-  IA/CEDAR
 MG0349  USGS QUAD   -  OXFORD JUNCTION (1980)
 MG0349
 MG0349                         *CURRENT SURVEY CONTROL
 MG0349  ___________________________________________________________________
 MG0349* NAD 83(1986)-  41 56 19.     (N)    090 55 53.     (W)     SCALED    
 MG0349* NAVD 88     -       214.948  (meters)     705.21   (feet)  ADJUSTED  
 MG0349  ___________________________________________________________________
 MG0349  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 MG0349  DYNAMIC HT  -         214.872 (meters)     704.96  (feet)  COMP
 MG0349  MODELED GRAV-     980,264.0   (mgal)                       NAVD 88
 MG0349
 MG0349  VERT ORDER  -  SECOND    CLASS 0
 MG0349
 MG0349.The horizontal coordinates were scaled from a topographic map and have
 MG0349.an estimated accuracy of +/- 6 seconds.
 MG0349
 MG0349.The orthometric height was determined by differential leveling
 MG0349.and adjusted by the National Geodetic Survey in June 1991..
 MG0349
 MG0349.The geoid height was determined by GEOID03.
 MG0349
 MG0349.The dynamic height is computed by dividing the NAVD 88
 MG0349.geopotential number by the normal gravity value computed on the
 MG0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0349.degrees latitude (g = 980.6199 gals.).
 MG0349
 MG0349.The modeled gravity was interpolated from observed gravity values.
 MG0349
 MG0349;                    North         East    Units  Estimated Accuracy
 MG0349;SPC IA S     -   218,440.      712,990.      MT  (+/- 180 meters Scaled)
 MG0349
 MG0349                          SUPERSEDED SURVEY CONTROL
 MG0349
 MG0349  NGVD 29 (??/??/92)  214.986  (m)          705.33   (f) ADJ UNCH    2 0
 MG0349
 MG0349.Superseded values are not recommended for survey control.
 MG0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0349.See file dsdata.txt to determine how the superseded data were derived.
 MG0349
 MG0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG714450(NAD 83)
 MG0349_MARKER: DB = BENCH MARK DISK
 MG0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0349_STAMPING: A 7 1934
 MG0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0349+STABILITY: SURFACE MOTION
 MG0349
 MG0349  HISTORY     - Date     Condition        Report By
 MG0349  HISTORY     - 1934     MONUMENTED       CGS
 MG0349  HISTORY     - 1977     MARK NOT FOUND   USGS
 MG0349  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0349  HISTORY     - 20050919 MARK NOT FOUND   GEOCAC
 MG0349
 MG0349                          STATION DESCRIPTION
 MG0349
 MG0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0349'1.9 MI NW FROM MASSILLON.
 MG0349'1.9 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0349'AND PACIFIC RAILROAD FROM THE STATION AT MASSILLON, CEDAR COUNTY,
 MG0349'110 FEET SOUTH OF MILEPOST 41, 27 FEET EAST OF THE CENTERLINE
 MG0349'OF THE TRACK, 25 FEET SOUTH OF WOODEN TRESTLE H 190, AT A
 MG0349'PRIVATE-ROAD CROSSING, 8 FEET SOUTH OF THE CENTER OF A GATE,
 MG0349'AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MG0349'A 7 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MG0349
 MG0349                          STATION RECOVERY (1977)
 MG0349
 MG0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MG0349'MARK NOT FOUND.
 MG0349
 MG0349                          STATION RECOVERY (1998)
 MG0349
 MG0349'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0349'MARK NOT FOUND.
 MG0349
 MG0349                          STATION RECOVERY (2005)
 MG0349
 MG0349'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 MG0349'THE RAILROAD IS LONG ABANDONED AND DISMANTLED. THE RIGHT OF WAY IS
 MG0349'DIFFICULT TO DISCERN. THE REFERENCED GATE AND WOODEN TRESTLE ARE GONE.
 MG0349'MARK IS EITHER COVERED OR GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0528 ***********************************************************************
 NJ0528  DESIGNATION -  A 72
 NJ0528  PID         -  NJ0528
 NJ0528  STATE/COUNTY-  IA/DELAWARE
 NJ0528  USGS QUAD   -  HOPKINTON WEST (1973)
 NJ0528
 NJ0528                         *CURRENT SURVEY CONTROL
 NJ0528  ___________________________________________________________________
 NJ0528* NAD 83(1986)-  42 21 46.     (N)    091 16 13.     (W)     SCALED    
 NJ0528* NAVD 88     -       258.082  (meters)     846.72   (feet)  ADJUSTED  
 NJ0528  ___________________________________________________________________
 NJ0528  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 NJ0528  DYNAMIC HT  -         257.999 (meters)     846.45  (feet)  COMP
 NJ0528  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 NJ0528
 NJ0528  VERT ORDER  -  SECOND    CLASS 0
 NJ0528
 NJ0528.The horizontal coordinates were scaled from a topographic map and have
 NJ0528.an estimated accuracy of +/- 6 seconds.
 NJ0528
 NJ0528.The orthometric height was determined by differential leveling
 NJ0528.and adjusted by the National Geodetic Survey in June 1991..
 NJ0528
 NJ0528.The geoid height was determined by GEOID03.
 NJ0528
 NJ0528.The dynamic height is computed by dividing the NAVD 88
 NJ0528.geopotential number by the normal gravity value computed on the
 NJ0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0528.degrees latitude (g = 980.6199 gals.).
 NJ0528
 NJ0528.The modeled gravity was interpolated from observed gravity values.
 NJ0528
 NJ0528;                    North         East    Units  Estimated Accuracy
 NJ0528;SPC IA N     - 1,098,260.    1,683,650.      MT  (+/- 180 meters Scaled)
 NJ0528
 NJ0528                          SUPERSEDED SURVEY CONTROL
 NJ0528
 NJ0528  NGVD 29 (??/??/92)  258.114  (m)          846.83   (f) ADJ UNCH    2 0
 NJ0528
 NJ0528.Superseded values are not recommended for survey control.
 NJ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0528.See file dsdata.txt to determine how the superseded data were derived.
 NJ0528
 NJ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG424915(NAD 83)
 NJ0528_MARKER: DB = BENCH MARK DISK
 NJ0528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0528_SP_SET: ABUTMENT
 NJ0528_STAMPING: A 72 1934
 NJ0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0528
 NJ0528  HISTORY     - Date     Condition        Report By
 NJ0528  HISTORY     - 1934     MONUMENTED       CGS
 NJ0528  HISTORY     - 20050911 MARK NOT FOUND   GEOCAC
 NJ0528
 NJ0528                          STATION DESCRIPTION
 NJ0528
 NJ0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0528'2.3 MI NW FROM HOPKINTON.
 NJ0528'2.3 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0528'PACIFIC RAILROAD FROM THE STATION AT HOPKINTON, DELAWARE COUNTY,
 NJ0528'2 POLES SOUTH OF MILEPOST 35, AT A PUBLIC ROAD CROSSING, 70
 NJ0528'FEET WEST OF THE CENTERLINE OF THE TRACK, AT A 165-FOOT WOODEN
 NJ0528'HIGHWAY BRIDGE, IN THE TOP OF THE NORTH END OF THE EAST STONE
 NJ0528'ABUTMENT, AND ABOUT 1 FOOT LOWER THAN THE ROADWAY.  A STANDARD
 NJ0528'DISK, STAMPED A 72 1934.
 NJ0528
 NJ0528                          STATION RECOVERY (2005)
 NJ0528
 NJ0528'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0528'THE RAILROAD HAS BEEN ABANDONED AND DISMANTLED.  THE WOODEN ROAD
 NJ0528'BRIDGE HAS BEEN REPLACED WITH A CONCRETE DECKED BRIDGE.  NO EVIDENCE
 NJ0528'OF THE STONE ABUTMENT WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0499 ***********************************************************************
 NJ0499  DESIGNATION -  A 73
 NJ0499  PID         -  NJ0499
 NJ0499  STATE/COUNTY-  IA/DUBUQUE
 NJ0499  USGS QUAD   -  DYERSVILLE EAST (1965)
 NJ0499
 NJ0499                         *CURRENT SURVEY CONTROL
 NJ0499  ___________________________________________________________________
 NJ0499* NAD 83(1986)-  42 27 25.     (N)    091 00 20.     (W)     SCALED    
 NJ0499* NAVD 88     -       323.148  (meters)    1060.19   (feet)  ADJUSTED  
 NJ0499  ___________________________________________________________________
 NJ0499  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 NJ0499  DYNAMIC HT  -         323.045 (meters)    1059.86  (feet)  COMP
 NJ0499  MODELED GRAV-     980,292.2   (mgal)                       NAVD 88
 NJ0499
 NJ0499  VERT ORDER  -  SECOND    CLASS 0
 NJ0499
 NJ0499.The horizontal coordinates were scaled from a topographic map and have
 NJ0499.an estimated accuracy of +/- 6 seconds.
 NJ0499
 NJ0499.The orthometric height was determined by differential leveling
 NJ0499.and adjusted by the National Geodetic Survey in June 1991..
 NJ0499
 NJ0499.The geoid height was determined by GEOID03.
 NJ0499
 NJ0499.The dynamic height is computed by dividing the NAVD 88
 NJ0499.geopotential number by the normal gravity value computed on the
 NJ0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0499.degrees latitude (g = 980.6199 gals.).
 NJ0499
 NJ0499.The modeled gravity was interpolated from observed gravity values.
 NJ0499
 NJ0499;                    North         East    Units  Estimated Accuracy
 NJ0499;SPC IA N     - 1,109,320.    1,705,140.      MT  (+/- 180 meters Scaled)
 NJ0499
 NJ0499                          SUPERSEDED SURVEY CONTROL
 NJ0499
 NJ0499  NGVD 29 (??/??/92)  323.18   (m)         1060.3    (f) COMPUTED    2 0
 NJ0499
 NJ0499.Superseded values are not recommended for survey control.
 NJ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0499.See file dsdata.txt to determine how the superseded data were derived.
 NJ0499
 NJ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH639024(NAD 83)
 NJ0499_MARKER: DB = BENCH MARK DISK
 NJ0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0499_SP_SET: CULVERT
 NJ0499_STAMPING: A-73 1934
 NJ0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0499
 NJ0499  HISTORY     - Date     Condition        Report By
 NJ0499  HISTORY     - 1934     MONUMENTED       CGS
 NJ0499  HISTORY     - 20060819 MARK NOT FOUND   GEOCAC
 NJ0499
 NJ0499                          STATION DESCRIPTION
 NJ0499
 NJ0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0499'AT FARLEY.
 NJ0499'ALONG THE CHICAGO AND GREAT WESTERN RAILROAD 45 FEET EAST OF
 NJ0499'MILEPOST 196, 200 FEET EAST OF THE DEPOT.  AT 4 FOOT BY 5 FOOT
 NJ0499'R C B HIGHWAY CULVERT, 60 FEET SOUTH OF THE CENTER LINE OF THE
 NJ0499'TRACK AT PUBLIC ROAD CROSSING.  SET IN THE NORTH END OF THE WEST
 NJ0499'HEADWALL, 2 FEET ABOVE THE RAIL LEVEL.
 NJ0499
 NJ0499                          STATION RECOVERY (2006)
 NJ0499
 NJ0499'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0499'OVERHEAD HIGHWAY BRIDGE WAS CONSTRUCTED AND THE DESCRIBED LOCATION WAS
 NJ0499'COVERED WITH FILL.  RAILROAD IS DISMANTLED AND RIGHT OF WAY IS A
 NJ0499'COUNTY BICYCLE/WALKING TRAIL CALLED HERITAGE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0500 ***********************************************************************
 NJ0500  DESIGNATION -  A 73 RESET
 NJ0500  PID         -  NJ0500
 NJ0500  STATE/COUNTY-  IA/DUBUQUE
 NJ0500  USGS QUAD   -  DYERSVILLE EAST (1965)
 NJ0500
 NJ0500                         *CURRENT SURVEY CONTROL
 NJ0500  ___________________________________________________________________
 NJ0500* NAD 83(1986)-  42 27 26.     (N)    091 00 20.     (W)     SCALED    
 NJ0500* NAVD 88     -       323.56   (meters)    1061.5    (feet)  RESET     
 NJ0500  ___________________________________________________________________
 NJ0500  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 NJ0500
 NJ0500  VERT ORDER  -  THIRD
 NJ0500
 NJ0500.The horizontal coordinates were scaled from a topographic map and have
 NJ0500.an estimated accuracy of +/- 6 seconds.
 NJ0500
 NJ0500.The orthometric height was computed from unverified reset data.
 NJ0500
 NJ0500.The geoid height was determined by GEOID03.
 NJ0500
 NJ0500;                    North         East    Units  Estimated Accuracy
 NJ0500;SPC IA N     - 1,109,350.    1,705,140.      MT  (+/- 180 meters Scaled)
 NJ0500
 NJ0500                          SUPERSEDED SURVEY CONTROL
 NJ0500
 NJ0500  NGVD 29 (??/??/??)  323.59   (m)         1061.6    (f) RESET       3  
 NJ0500
 NJ0500.Superseded values are not recommended for survey control.
 NJ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0500.See file dsdata.txt to determine how the superseded data were derived.
 NJ0500
 NJ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH639024(NAD 83)
 NJ0500_MARKER: DB = BENCH MARK DISK
 NJ0500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0500_SP_SET: CULVERT
 NJ0500_STAMPING: A 73 RESET 1935
 NJ0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0500+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 NJ0500
 NJ0500  HISTORY     - Date     Condition        Report By
 NJ0500  HISTORY     - 1935     MONUMENTED       IAHD
 NJ0500  HISTORY     - 1936     GOOD             NGS
 NJ0500  HISTORY     - 20060819 GOOD             GEOCAC
 NJ0500
 NJ0500                          STATION DESCRIPTION
 NJ0500
 NJ0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NJ0500'AT FARLEY.
 NJ0500'AT FARLEY, DUBUQUE COUNTY, 150 FEET EAST OF THE CHICAGO,
 NJ0500'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 45 FEET EAST
 NJ0500'OF MILEPOST 196, AT AN OVERHEAD HIGHWAY CROSSING, 50 FEET SOUTH
 NJ0500'OF THE CENTERLINE OF THE TRACK, AT A 5- BY 5- FOOT CONCRETE BOX
 NJ0500'CULVERT, AND IN THE CENTER OF THE TOP OF THE WEST HEADWALL.  A
 NJ0500'STANDARD DISK, STAMPED A 73 RESET 1935.
 NJ0500
 NJ0500                          STATION RECOVERY (2006)
 NJ0500
 NJ0500'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0500'OVERHEAD HIGHWAY BRIDGE WAS CONSTRUCTED AND THE RESET MARK WAS SET ON
 NJ0500'A CULVERT ON A DRIVEWAY FROM THE HIGHWAY TO THE RAILROAD JUST WEST OF
 NJ0500'THE OVERHEAD BRIDGE.  RAILROAD IS DISMANTLED AND RIGHT OF WAY IS NOW A
 NJ0500'COUNTY BICYCLE/WALKING TRAIL CALLED HERITAGE TRAIL.
 NJ0500' 
 NJ0500'HANDHELD GPSR COORDINATES - 52 27 25.8 N
 NJ0500'091 00 20.2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0616 ***********************************************************************
 NJ0616  DESIGNATION -  A 74
 NJ0616  PID         -  NJ0616
 NJ0616  STATE/COUNTY-  IA/BUCHANAN
 NJ0616  USGS QUAD   -  STANLEY (1981)
 NJ0616
 NJ0616                         *CURRENT SURVEY CONTROL
 NJ0616  ___________________________________________________________________
 NJ0616* NAD 83(1986)-  42 38 29.     (N)    091 48 49.     (W)     SCALED    
 NJ0616* NAVD 88     -       337.305  (meters)    1106.64   (feet)  ADJUSTED  
 NJ0616  ___________________________________________________________________
 NJ0616  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 NJ0616  DYNAMIC HT  -         337.206 (meters)    1106.32  (feet)  COMP
 NJ0616  MODELED GRAV-     980,316.9   (mgal)                       NAVD 88
 NJ0616
 NJ0616  VERT ORDER  -  SECOND    CLASS 0
 NJ0616
 NJ0616.The horizontal coordinates were scaled from a topographic map and have
 NJ0616.an estimated accuracy of +/- 6 seconds.
 NJ0616
 NJ0616.The orthometric height was determined by differential leveling
 NJ0616.and adjusted by the National Geodetic Survey in June 1991..
 NJ0616
 NJ0616.The geoid height was determined by GEOID03.
 NJ0616
 NJ0616.The dynamic height is computed by dividing the NAVD 88
 NJ0616.geopotential number by the normal gravity value computed on the
 NJ0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0616.degrees latitude (g = 980.6199 gals.).
 NJ0616
 NJ0616.The modeled gravity was interpolated from observed gravity values.
 NJ0616
 NJ0616;                    North         East    Units  Estimated Accuracy
 NJ0616;SPC IA N     - 1,128,160.    1,638,290.      MT  (+/- 180 meters Scaled)
 NJ0616
 NJ0616                          SUPERSEDED SURVEY CONTROL
 NJ0616
 NJ0616  NGVD 29 (??/??/92)  337.333  (m)         1106.73   (f) ADJ UNCH    2 0
 NJ0616
 NJ0616.Superseded values are not recommended for survey control.
 NJ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0616.See file dsdata.txt to determine how the superseded data were derived.
 NJ0616
 NJ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH972216(NAD 83)
 NJ0616_MARKER: DB = BENCH MARK DISK
 NJ0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0616_SP_SET: SIGNAL FOUNDATION
 NJ0616_STAMPING: A 74 1934
 NJ0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0616
 NJ0616  HISTORY     - Date     Condition        Report By
 NJ0616  HISTORY     - 1934     MONUMENTED       CGS
 NJ0616  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0616
 NJ0616                          STATION DESCRIPTION
 NJ0616
 NJ0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0616'AT STANLEY.
 NJ0616'AT STANLEY, BUCHANAN COUNTY, AT THE CHICAGO GREAT WESTERN
 NJ0616'RAILROAD STATION, IN THE TOP OF THE NORTHWEST CORNER OF THE
 NJ0616'CONCRETE FOUNDATION OF A SEMAPHORE SIGNAL, AND 27 FEET SOUTH
 NJ0616'OF THE CENTERLINE OF THE SOUTH TRACK.  A STANDARD DISK, STAMPED
 NJ0616'A 74 1934.
 NJ0616
 NJ0616                          STATION RECOVERY (1977)
 NJ0616
 NJ0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0558 ***********************************************************************
 NJ0558  DESIGNATION -  A 75
 NJ0558  PID         -  NJ0558
 NJ0558  STATE/COUNTY-  IA/BUCHANAN
 NJ0558  USGS QUAD   -  INDEPENDENCE (1982)
 NJ0558
 NJ0558                         *CURRENT SURVEY CONTROL
 NJ0558  ___________________________________________________________________
 NJ0558* NAD 83(1986)-  42 28 07.     (N)    091 54 18.     (W)     SCALED    
 NJ0558* NAVD 88     -       278.756  (meters)     914.55   (feet)  ADJUSTED  
 NJ0558  ___________________________________________________________________
 NJ0558  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 NJ0558  DYNAMIC HT  -         278.674 (meters)     914.28  (feet)  COMP
 NJ0558  MODELED GRAV-     980,318.5   (mgal)                       NAVD 88
 NJ0558
 NJ0558  VERT ORDER  -  SECOND    CLASS 0
 NJ0558
 NJ0558.The horizontal coordinates were scaled from a topographic map and have
 NJ0558.an estimated accuracy of +/- 6 seconds.
 NJ0558
 NJ0558.The orthometric height was determined by differential leveling
 NJ0558.and adjusted by the National Geodetic Survey in June 1991..
 NJ0558
 NJ0558.The geoid height was determined by GEOID03.
 NJ0558
 NJ0558.The dynamic height is computed by dividing the NAVD 88
 NJ0558.geopotential number by the normal gravity value computed on the
 NJ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0558.degrees latitude (g = 980.6199 gals.).
 NJ0558
 NJ0558.The modeled gravity was interpolated from observed gravity values.
 NJ0558
 NJ0558;                    North         East    Units  Estimated Accuracy
 NJ0558;SPC IA N     - 1,108,830.    1,631,160.      MT  (+/- 180 meters Scaled)
 NJ0558
 NJ0558                          SUPERSEDED SURVEY CONTROL
 NJ0558
 NJ0558  NGVD 29 (??/??/92)  278.788  (m)          914.66   (f) ADJ UNCH    2 0
 NJ0558
 NJ0558.Superseded values are not recommended for survey control.
 NJ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0558.See file dsdata.txt to determine how the superseded data were derived.
 NJ0558
 NJ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH900023(NAD 83)
 NJ0558_MARKER: DB = BENCH MARK DISK
 NJ0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0558_SP_SET: CULVERT
 NJ0558_STAMPING: A 75 1934
 NJ0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0558
 NJ0558  HISTORY     - Date     Condition        Report By
 NJ0558  HISTORY     - 1934     MONUMENTED       CGS
 NJ0558  HISTORY     - 1942     GOOD             NGS
 NJ0558
 NJ0558                          STATION DESCRIPTION
 NJ0558
 NJ0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NJ0558'AT INDEPENDENCE.
 NJ0558'AT INDEPENDENCE, BUCHANAN COUNTY, 20 FEET SOUTH OF A POINT 70
 NJ0558'FEET WEST OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION,
 NJ0558'AT A 3-FOOT SQUARE REINFORCED CONCRETE BOX HIGHWAY CULVERT, IN
 NJ0558'THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL, AND
 NJ0558'48 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 NJ0558'STAMPED A 75 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0385 ***********************************************************************
 MG0385  DESIGNATION -  A 77
 MG0385  PID         -  MG0385
 MG0385  STATE/COUNTY-  IA/MUSCATINE
 MG0385  USGS QUAD   -  WEST LIBERTY (1965)
 MG0385
 MG0385                         *CURRENT SURVEY CONTROL
 MG0385  ___________________________________________________________________
 MG0385* NAD 83(1986)-  41 34 22.     (N)    091 16 04.     (W)     SCALED    
 MG0385* NAVD 88     -       204.477  (meters)     670.86   (feet)  ADJUSTED  
 MG0385  ___________________________________________________________________
 MG0385  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 MG0385  DYNAMIC HT  -         204.398 (meters)     670.60  (feet)  COMP
 MG0385  MODELED GRAV-     980,234.8   (mgal)                       NAVD 88
 MG0385
 MG0385  VERT ORDER  -  SECOND    CLASS 0
 MG0385
 MG0385.The horizontal coordinates were scaled from a topographic map and have
 MG0385.an estimated accuracy of +/- 6 seconds.
 MG0385
 MG0385.The orthometric height was determined by differential leveling
 MG0385.and adjusted by the National Geodetic Survey in June 1991..
 MG0385
 MG0385.The geoid height was determined by GEOID03.
 MG0385
 MG0385.The dynamic height is computed by dividing the NAVD 88
 MG0385.geopotential number by the normal gravity value computed on the
 MG0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0385.degrees latitude (g = 980.6199 gals.).
 MG0385
 MG0385.The modeled gravity was interpolated from observed gravity values.
 MG0385
 MG0385;                    North         East    Units  Estimated Accuracy
 MG0385;SPC IA S     -   177,050.      686,150.      MT  (+/- 180 meters Scaled)
 MG0385
 MG0385                          SUPERSEDED SURVEY CONTROL
 MG0385
 MG0385  NGVD 29 (??/??/92)  204.529  (m)          671.03   (f) ADJ UNCH    2 0
 MG0385
 MG0385.Superseded values are not recommended for survey control.
 MG0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0385.See file dsdata.txt to determine how the superseded data were derived.
 MG0385
 MG0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG444037(NAD 83)
 MG0385_MARKER: DB = BENCH MARK DISK
 MG0385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0385_SP_SET: WATER TOWER CONCRETE BASE
 MG0385_STAMPING: A 77 1934
 MG0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0385
 MG0385  HISTORY     - Date     Condition        Report By
 MG0385  HISTORY     - 1934     MONUMENTED       CGS
 MG0385  HISTORY     - 1963     MARK NOT FOUND   USGS
 MG0385  HISTORY     - 19960610 MARK NOT FOUND   USPSQD
 MG0385  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0385
 MG0385                          STATION DESCRIPTION
 MG0385
 MG0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0385'AT WEST LIBERTY.
 MG0385'AT WEST LIBERTY, MUSCATINE COUNTY, ON THE CHICAGO, ROCK ISLAND
 MG0385'AND PACIFIC RAILWAY, 135 YARDS NORTH OF THE CENTER OF THE CROSSING
 MG0385'OF THE COLORADO, OMAHA, ROCK ISLAND AND CHICAGO RAILROAD, AT THE
 MG0385'STATION, 18 POLES NORTH OF MILEPOST 61, AT A WATER TOWER, IN THE
 MG0385'TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE, AND 6 FEET EAST
 MG0385'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED A 77 1934.
 MG0385
 MG0385                          STATION RECOVERY (1963)
 MG0385
 MG0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MG0385'MARK NOT FOUND.
 MG0385
 MG0385                          STATION RECOVERY (1996)
 MG0385
 MG0385'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0385'MARK NOT FOUND.
 MG0385
 MG0385                          STATION RECOVERY (1998)
 MG0385
 MG0385'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0198 ***********************************************************************
 NJ0198  DESIGNATION -  A 79
 NJ0198  PID         -  NJ0198
 NJ0198  STATE/COUNTY-  IA/JACKSON
 NJ0198  USGS QUAD   -  PRESTON (1980)
 NJ0198
 NJ0198                         *CURRENT SURVEY CONTROL
 NJ0198  ___________________________________________________________________
 NJ0198* NAD 83(1986)-  42 03 18.     (N)    090 25 34.     (W)     SCALED    
 NJ0198* NAVD 88     -       191.813  (meters)     629.31   (feet)  ADJUSTED  
 NJ0198  ___________________________________________________________________
 NJ0198  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 NJ0198  DYNAMIC HT  -         191.745 (meters)     629.08  (feet)  COMP
 NJ0198  MODELED GRAV-     980,265.6   (mgal)                       NAVD 88
 NJ0198
 NJ0198  VERT ORDER  -  SECOND    CLASS 0
 NJ0198
 NJ0198.The horizontal coordinates were scaled from a topographic map and have
 NJ0198.an estimated accuracy of +/- 6 seconds.
 NJ0198
 NJ0198.The orthometric height was determined by differential leveling
 NJ0198.and adjusted by the National Geodetic Survey in June 1991..
 NJ0198
 NJ0198.The geoid height was determined by GEOID03.
 NJ0198
 NJ0198.The dynamic height is computed by dividing the NAVD 88
 NJ0198.geopotential number by the normal gravity value computed on the
 NJ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0198.degrees latitude (g = 980.6199 gals.).
 NJ0198
 NJ0198.The modeled gravity was interpolated from observed gravity values.
 NJ0198
 NJ0198;                    North         East    Units  Estimated Accuracy
 NJ0198;SPC IA N     - 1,066,270.    1,754,400.      MT  (+/- 180 meters Scaled)
 NJ0198
 NJ0198                          SUPERSEDED SURVEY CONTROL
 NJ0198
 NJ0198  NGVD 29 (??/??/92)  191.847  (m)          629.42   (f) ADJ UNCH    2 0
 NJ0198
 NJ0198.Superseded values are not recommended for survey control.
 NJ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0198.See file dsdata.txt to determine how the superseded data were derived.
 NJ0198
 NJ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG129590(NAD 83)
 NJ0198_MARKER: DB = BENCH MARK DISK
 NJ0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0198_SP_SET: PIER
 NJ0198_STAMPING: A 79 1934
 NJ0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0198
 NJ0198  HISTORY     - Date     Condition        Report By
 NJ0198  HISTORY     - 1934     MONUMENTED       CGS
 NJ0198  HISTORY     - 19941026 MARK NOT FOUND   USPSQD
 NJ0198  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0198
 NJ0198                          STATION DESCRIPTION
 NJ0198
 NJ0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0198'1.9 MI W FROM PRESTON.
 NJ0198'1.9 MILES WEST ALONG STATE HIGHWAY 64 FROM THE FARMERS MUTUAL
 NJ0198'AID ASSOCIATION BUILDING AT PRESTON, JACKSON COUNTY, AT A 200-FOOT
 NJ0198'STEEL BRIDGE OVER A CREEK, IN THE TOP OF THE SOUTH END OF THE
 NJ0198'EAST CONCRETE PIER, AND ABOUT 5 FEET LOWER THAN THE HIGHWAY.
 NJ0198'A STANDARD DISK, STAMPED A 79 1934.
 NJ0198
 NJ0198                          STATION RECOVERY (1994)
 NJ0198
 NJ0198'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0198'MARK NOT FOUND.
 NJ0198
 NJ0198                          STATION RECOVERY (2001)
 NJ0198
 NJ0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0198'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0475 ***********************************************************************
 MG0475  DESIGNATION -  A 8
 MG0475  PID         -  MG0475
 MG0475  STATE/COUNTY-  IA/WASHINGTON
 MG0475  USGS QUAD   -  AINSWORTH (1970)
 MG0475
 MG0475                         *CURRENT SURVEY CONTROL
 MG0475  ___________________________________________________________________
 MG0475* NAD 83(1986)-  41 19 11.     (N)    091 35 46.     (W)     SCALED    
 MG0475* NAVD 88     -       218.843  (meters)     717.99   (feet)  ADJUSTED  
 MG0475  ___________________________________________________________________
 MG0475  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0475  DYNAMIC HT  -         218.751 (meters)     717.69  (feet)  COMP
 MG0475  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 MG0475
 MG0475  VERT ORDER  -  FIRST     CLASS II
 MG0475
 MG0475.The horizontal coordinates were scaled from a topographic map and have
 MG0475.an estimated accuracy of +/- 6 seconds.
 MG0475
 MG0475.The orthometric height was determined by differential leveling
 MG0475.and adjusted by the National Geodetic Survey in June 1991..
 MG0475
 MG0475.The geoid height was determined by GEOID03.
 MG0475
 MG0475.The dynamic height is computed by dividing the NAVD 88
 MG0475.geopotential number by the normal gravity value computed on the
 MG0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0475.degrees latitude (g = 980.6199 gals.).
 MG0475
 MG0475.The modeled gravity was interpolated from observed gravity values.
 MG0475
 MG0475;                    North         East    Units  Estimated Accuracy
 MG0475;SPC IA S     -   148,300.      659,390.      MT  (+/- 180 meters Scaled)
 MG0475
 MG0475                          SUPERSEDED SURVEY CONTROL
 MG0475
 MG0475  NGVD 29 (??/??/92)  218.884  (m)          718.12   (f) ADJ UNCH    1 2
 MG0475
 MG0475.Superseded values are not recommended for survey control.
 MG0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0475.See file dsdata.txt to determine how the superseded data were derived.
 MG0475
 MG0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF174752(NAD 83)
 MG0475_MARKER: DB = BENCH MARK DISK
 MG0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0475_SP_SET: CULVERT
 MG0475_STAMPING: 718.122 A 8 1930
 MG0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0475
 MG0475  HISTORY     - Date     Condition        Report By
 MG0475  HISTORY     - 1930     MONUMENTED       CGS
 MG0475  HISTORY     - 1941     GOOD             NGS
 MG0475
 MG0475                          STATION DESCRIPTION
 MG0475
 MG0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0475'5 MI E FROM WASHINGTON.
 MG0475'5.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MG0475'RAILROAD FROM WASHINGTON, 1500 FEET EAST OF A ROAD CROSSING,
 MG0475'800 FEET EAST OF MILEPOST 58, AND IN THE NORTH END OF CULVERT
 MG0475'1-1070.  A STANDARD DISK, STAMPED 718.122 A 8 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0479 ***********************************************************************
 NJ0479  DESIGNATION -  A 80
 NJ0479  PID         -  NJ0479
 NJ0479  STATE/COUNTY-  IA/JONES
 NJ0479  USGS QUAD   -  MORLEY (1980)
 NJ0479
 NJ0479                         *CURRENT SURVEY CONTROL
 NJ0479  ___________________________________________________________________
 NJ0479* NAD 83(1986)-  42 07 24.     (N)    091 08 29.     (W)     SCALED    
 NJ0479* NAVD 88     -       283.143  (meters)     928.95   (feet)  ADJUSTED  
 NJ0479  ___________________________________________________________________
 NJ0479  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 NJ0479  DYNAMIC HT  -         283.039 (meters)     928.60  (feet)  COMP
 NJ0479  MODELED GRAV-     980,248.9   (mgal)                       NAVD 88
 NJ0479
 NJ0479  VERT ORDER  -  SECOND    CLASS 0
 NJ0479
 NJ0479.The horizontal coordinates were scaled from a topographic map and have
 NJ0479.an estimated accuracy of +/- 6 seconds.
 NJ0479
 NJ0479.The orthometric height was determined by differential leveling
 NJ0479.and adjusted by the National Geodetic Survey in June 1991..
 NJ0479
 NJ0479.The geoid height was determined by GEOID03.
 NJ0479
 NJ0479.The dynamic height is computed by dividing the NAVD 88
 NJ0479.geopotential number by the normal gravity value computed on the
 NJ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0479.degrees latitude (g = 980.6199 gals.).
 NJ0479
 NJ0479.The modeled gravity was interpolated from observed gravity values.
 NJ0479
 NJ0479;                    North         East    Units  Estimated Accuracy
 NJ0479;SPC IA N     - 1,071,960.    1,695,010.      MT  (+/- 180 meters Scaled)
 NJ0479
 NJ0479                          SUPERSEDED SURVEY CONTROL
 NJ0479
 NJ0479  NGVD 29 (??/??/92)  283.164  (m)          929.01   (f) ADJ UNCH    2 0
 NJ0479
 NJ0479.Superseded values are not recommended for survey control.
 NJ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0479.See file dsdata.txt to determine how the superseded data were derived.
 NJ0479
 NJ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG536651(NAD 83)
 NJ0479_MARKER: DB = BENCH MARK DISK
 NJ0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0479_SP_SET: CULVERT
 NJ0479_STAMPING: A 80 1934
 NJ0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0479+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 NJ0479
 NJ0479  HISTORY     - Date     Condition        Report By
 NJ0479  HISTORY     - 1934     MONUMENTED       CGS
 NJ0479  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0479  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0479  HISTORY     - 20050320 GOOD             GEOCAC
 NJ0479
 NJ0479                          STATION DESCRIPTION
 NJ0479
 NJ0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0479'2.1 MI E FROM AMBER.
 NJ0479'2.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NJ0479'FROM THE STATION AT AMBER, JONES COUNTY, 11 POLES WEST OF
 NJ0479'MILEPOST 63, AT 5- BY 6-FOOT CULVERT 1409, IN THE TOP OF THE
 NJ0479'CENTER OF THE WEST WING OF THE NORTH CONCRETE HEADWALL, 12 FEET
 NJ0479'NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER
 NJ0479'THAN THE TRACK.  A STANDARD DISK, STAMPED A 80 1934.
 NJ0479
 NJ0479                          STATION RECOVERY (1977)
 NJ0479
 NJ0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0479'MARK NOT FOUND.
 NJ0479
 NJ0479                          STATION RECOVERY (1998)
 NJ0479
 NJ0479'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0479'MARK NOT FOUND.
 NJ0479
 NJ0479                          STATION RECOVERY (2005)
 NJ0479
 NJ0479'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0479'TO REACH THE MARK, FROM THE CORNER OF CENTRAL PARK ROAD AND 130TH
 NJ0479'STREET GO 1 MILE WEST, THEN 0.15 MILE (800 FEET) NORTH OF THE ROAD.
 NJ0479' 
 NJ0479' 
 NJ0479'GPS RECEPTION LIMITED BY TREES AND BRUSH.  HANDHELD GPS COORDINATES N
 NJ0479'42 07 23.9 W 091 08 28.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0549 ***********************************************************************
 NJ0549  DESIGNATION -  A 81
 NJ0549  PID         -  NJ0549
 NJ0549  STATE/COUNTY-  IA/LINN
 NJ0549  USGS QUAD   -  SHELLSBURG (1993)
 NJ0549
 NJ0549                         *CURRENT SURVEY CONTROL
 NJ0549  ___________________________________________________________________
 NJ0549* NAD 83(1986)-  42 02 05.     (N)    091 46 02.     (W)     SCALED    
 NJ0549* NAVD 88     -       227.245  (meters)     745.55   (feet)  ADJUSTED  
 NJ0549  ___________________________________________________________________
 NJ0549  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 NJ0549  DYNAMIC HT  -         227.166 (meters)     745.29  (feet)  COMP
 NJ0549  MODELED GRAV-     980,266.1   (mgal)                       NAVD 88
 NJ0549
 NJ0549  VERT ORDER  -  SECOND    CLASS 0
 NJ0549
 NJ0549.The horizontal coordinates were scaled from a topographic map and have
 NJ0549.an estimated accuracy of +/- 6 seconds.
 NJ0549
 NJ0549.The orthometric height was determined by differential leveling
 NJ0549.and adjusted by the National Geodetic Survey in June 1991..
 NJ0549
 NJ0549.The geoid height was determined by GEOID03.
 NJ0549
 NJ0549.The dynamic height is computed by dividing the NAVD 88
 NJ0549.geopotential number by the normal gravity value computed on the
 NJ0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0549.degrees latitude (g = 980.6199 gals.).
 NJ0549
 NJ0549.The modeled gravity was interpolated from observed gravity values.
 NJ0549
 NJ0549;                    North         East    Units  Estimated Accuracy
 NJ0549;SPC IA N     - 1,060,870.    1,643,480.      MT  (+/- 180 meters Scaled)
 NJ0549
 NJ0549                          SUPERSEDED SURVEY CONTROL
 NJ0549
 NJ0549  NGVD 29 (??/??/92)  227.269  (m)          745.63   (f) ADJ UNCH    2 0
 NJ0549
 NJ0549.Superseded values are not recommended for survey control.
 NJ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0549.See file dsdata.txt to determine how the superseded data were derived.
 NJ0549
 NJ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG020543(NAD 83)
 NJ0549_MARKER: DB = BENCH MARK DISK
 NJ0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0549_SP_SET: CULVERT
 NJ0549_STAMPING: A 81 1934
 NJ0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0549+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 NJ0549
 NJ0549  HISTORY     - Date     Condition        Report By
 NJ0549  HISTORY     - 1934     MONUMENTED       CGS
 NJ0549  HISTORY     - 20040922 GOOD             GEOCAC
 NJ0549
 NJ0549                          STATION DESCRIPTION
 NJ0549
 NJ0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0549'2.8 MI NW FROM LINN JUNCTION.
 NJ0549'2.8 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0549'RAILWAY FROM LINN JUNCTION, LINN COUNTY, 22-1/2 POLES NORTHWEST
 NJ0549'OF MILEPOST 104, AT A 10- BY 10-FOOT STONE BOX CULVERT, IN THE
 NJ0549'SOUTHEAST END OF THE SOUTHWEST STONE HEADWALL, 12 FEET SOUTHWEST
 NJ0549'OF THE CENTERLINE OF THE TRACK, AND 1.5 FEET LOWER THAN THE
 NJ0549'RAIL.  A STANDARD DISK, STAMPED A 81 1934.
 NJ0549
 NJ0549                          STATION RECOVERY (2004)
 NJ0549
 NJ0549'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 NJ0549'FOUND IN GOOD CONDITION AT HANDHELD COORDINATES N41 02.080 W091
 NJ0549'46.040, SKY HALF OBSCURED.  MAY BE REACHED THROUGH PUBLIC ACCESS TO
 NJ0549'HANGING BOG NATURE PRESERVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0057 ***********************************************************************
 NK0057  DESIGNATION -  A 82
 NK0057  PID         -  NK0057
 NK0057  STATE/COUNTY-  IA/TAMA
 NK0057  USGS QUAD   -  TRAER (1971)
 NK0057
 NK0057                         *CURRENT SURVEY CONTROL
 NK0057  ___________________________________________________________________
 NK0057* NAD 83(1986)-  42 10 25.     (N)    092 22 37.     (W)     SCALED    
 NK0057* NAVD 88     -       297.327  (meters)     975.48   (feet)  ADJUSTED  
 NK0057  ___________________________________________________________________
 NK0057  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 NK0057  DYNAMIC HT  -         297.225 (meters)     975.15  (feet)  COMP
 NK0057  MODELED GRAV-     980,269.8   (mgal)                       NAVD 88
 NK0057
 NK0057  VERT ORDER  -  SECOND    CLASS 0
 NK0057
 NK0057.The horizontal coordinates were scaled from a topographic map and have
 NK0057.an estimated accuracy of +/- 6 seconds.
 NK0057
 NK0057.The orthometric height was determined by differential leveling
 NK0057.and adjusted by the National Geodetic Survey in June 1991..
 NK0057
 NK0057.The geoid height was determined by GEOID03.
 NK0057
 NK0057.The dynamic height is computed by dividing the NAVD 88
 NK0057.geopotential number by the normal gravity value computed on the
 NK0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0057.degrees latitude (g = 980.6199 gals.).
 NK0057
 NK0057.The modeled gravity was interpolated from observed gravity values.
 NK0057
 NK0057;                    North         East    Units  Estimated Accuracy
 NK0057;SPC IA N     - 1,075,440.    1,592,790.      MT  (+/- 180 meters Scaled)
 NK0057
 NK0057                          SUPERSEDED SURVEY CONTROL
 NK0057
 NK0057.No superseded survey control is available for this station.
 NK0057
 NK0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG514692(NAD 83)
 NK0057_MARKER: DB = BENCH MARK DISK
 NK0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0057_SP_SET: CULVERT
 NK0057_STAMPING: A 82 1934
 NK0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0057
 NK0057  HISTORY     - Date     Condition        Report By
 NK0057  HISTORY     - 1934     MONUMENTED       CGS
 NK0057
 NK0057                          STATION DESCRIPTION
 NK0057
 NK0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0057'4 MI W FROM DYSART.
 NK0057'4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 NK0057'FROM THE DYSART NATIONAL BANK AT DYSART, TAMA COUNTY, 12 1/2 POLES
 NK0057'WEST OF MILEPOST 42, 65 FEET EAST OF A PRIVATE-ROAD CROSSING,
 NK0057'AT A 1-FOOT CAST-IRON PIPE CULVERT, IN THE WEST END OF THE
 NK0057'NORTH CONCRETE HEAD WALL, 12 FEET NORTH OF THE CENTER LINE OF
 NK0057'THE TRACK, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK,
 NK0057'STAMPED A 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0046 ***********************************************************************
 MH0046  DESIGNATION -  A 83
 MH0046  PID         -  MH0046
 MH0046  STATE/COUNTY-  IA/BENTON
 MH0046  USGS QUAD   -  BELLE PLAINE (1968)
 MH0046
 MH0046                         *CURRENT SURVEY CONTROL
 MH0046  ___________________________________________________________________
 MH0046* NAD 83(1986)-  41 53 44.     (N)    092 16 33.     (W)     SCALED    
 MH0046* NAVD 88     -       251.679  (meters)     825.72   (feet)  ADJUSTED  
 MH0046  ___________________________________________________________________
 MH0046  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 MH0046  DYNAMIC HT  -         251.588 (meters)     825.42  (feet)  COMP
 MH0046  MODELED GRAV-     980,256.0   (mgal)                       NAVD 88
 MH0046
 MH0046  VERT ORDER  -  SECOND    CLASS 0
 MH0046
 MH0046.The horizontal coordinates were scaled from a topographic map and have
 MH0046.an estimated accuracy of +/- 6 seconds.
 MH0046
 MH0046.The orthometric height was determined by differential leveling
 MH0046.and adjusted by the National Geodetic Survey in June 1991..
 MH0046
 MH0046.The geoid height was determined by GEOID03.
 MH0046
 MH0046.The dynamic height is computed by dividing the NAVD 88
 MH0046.geopotential number by the normal gravity value computed on the
 MH0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0046.degrees latitude (g = 980.6199 gals.).
 MH0046
 MH0046.The modeled gravity was interpolated from observed gravity values.
 MH0046
 MH0046;                    North         East    Units  Estimated Accuracy
 MH0046;SPC IA N     - 1,044,670.    1,601,590.      MT  (+/- 180 meters Scaled)
 MH0046
 MH0046                          SUPERSEDED SURVEY CONTROL
 MH0046
 MH0046  NGVD 29 (??/??/92)  251.678  (m)          825.71   (f) ADJ UNCH    2 0
 MH0046
 MH0046.Superseded values are not recommended for survey control.
 MH0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0046.See file dsdata.txt to determine how the superseded data were derived.
 MH0046
 MH0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG600384(NAD 83)
 MH0046_MARKER: DB = BENCH MARK DISK
 MH0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0046_SP_SET: WALL
 MH0046_STAMPING: A 83 1934
 MH0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0046+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004
 MH0046
 MH0046  HISTORY     - Date     Condition        Report By
 MH0046  HISTORY     - 1934     MONUMENTED       CGS
 MH0046  HISTORY     - 20040801 GOOD             GEOCAC
 MH0046
 MH0046                          STATION DESCRIPTION
 MH0046
 MH0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0046'AT BELLE PLAINE.
 MH0046'AT BELLE PLAINE, BENTON COUNTY, AT THE CHICAGO AND NORTH WESTERN
 MH0046'RAILWAY STATION, IN THE BRICK WALL FACING THE TRACK, AT THE
 MH0046'NORTHWEST CORNER OF THE BUILDING, AND ABOUT 5 FEET ABOVE THE
 MH0046'PLATFORM.  A STANDARD DISK, STAMPED A 83 1934 AND SET VERTICALLY.
 MH0046
 MH0046                          STATION RECOVERY (2004)
 MH0046
 MH0046'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0046'THE BUILDING IS BOARDED UP AND NO LONGER IN USE OR OWNED BY THE
 MH0046'RAILROAD. DESCRIPTION REFERS TO CHICAGO AND NORTHWESTERN RAILROAD,
 MH0046'WHICH WAS MERGED INTO UNION PACIFIC.
 MH0046'THIS BUILDING SITS SOUTH OF THE TRACKS AND BETWEEN 8TH AND 9TH AVENUES
 MH0046'IN BELLE PLAINE.
 MH0046' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0001 ***********************************************************************
 MH0001  DESIGNATION -  A 84
 MH0001  PID         -  MH0001
 MH0001  STATE/COUNTY-  IA/BENTON
 MH0001  USGS QUAD   -  BELLE PLAINE (1968)
 MH0001
 MH0001                         *CURRENT SURVEY CONTROL
 MH0001  ___________________________________________________________________
 MH0001* NAD 83(1986)-  41 53 48.     (N)    092 16 30.     (W)     SCALED    
 MH0001* NAVD 88     -       257.168  (meters)     843.73   (feet)  ADJUSTED  
 MH0001  ___________________________________________________________________
 MH0001  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 MH0001  DYNAMIC HT  -         257.075 (meters)     843.42  (feet)  COMP
 MH0001  MODELED GRAV-     980,256.1   (mgal)                       NAVD 88
 MH0001
 MH0001  VERT ORDER  -  SECOND    CLASS 0
 MH0001
 MH0001.The horizontal coordinates were scaled from a topographic map and have
 MH0001.an estimated accuracy of +/- 6 seconds.
 MH0001
 MH0001.The orthometric height was determined by differential leveling
 MH0001.and adjusted by the National Geodetic Survey in June 1991..
 MH0001
 MH0001.The geoid height was determined by GEOID03.
 MH0001
 MH0001.The dynamic height is computed by dividing the NAVD 88
 MH0001.geopotential number by the normal gravity value computed on the
 MH0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0001.degrees latitude (g = 980.6199 gals.).
 MH0001
 MH0001.The modeled gravity was interpolated from observed gravity values.
 MH0001
 MH0001;                    North         East    Units  Estimated Accuracy
 MH0001;SPC IA N     - 1,044,800.    1,601,660.      MT  (+/- 180 meters Scaled)
 MH0001
 MH0001                          SUPERSEDED SURVEY CONTROL
 MH0001
 MH0001  NGVD 29 (??/??/92)  257.168  (m)          843.73   (f) ADJ UNCH    2 0
 MH0001
 MH0001.Superseded values are not recommended for survey control.
 MH0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0001.See file dsdata.txt to determine how the superseded data were derived.
 MH0001
 MH0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG601385(NAD 83)
 MH0001_MARKER: DB = BENCH MARK DISK
 MH0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0001_SP_SET: WALL
 MH0001_STAMPING: A 84 1934
 MH0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0001+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004
 MH0001
 MH0001  HISTORY     - Date     Condition        Report By
 MH0001  HISTORY     - 1934     MONUMENTED       CGS
 MH0001  HISTORY     - 1934     GOOD             NGS
 MH0001  HISTORY     - 19991210 GOOD             AERSVC
 MH0001  HISTORY     - 20040801 GOOD             GEOCAC
 MH0001
 MH0001                          STATION DESCRIPTION
 MH0001
 MH0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0001'AT BELLE PLAINE.
 MH0001'AT BELLE PLAINE, BENTON COUNTY, AT THE CORNER OF NINTH AVENUE
 MH0001'AND THIRTEENTH STREET, IN THE BRICK WALL OF THE PUBLIC LIBRARY,
 MH0001'20 INCHES SOUTH OF THE NORTHEAST CORNER, BETWEEN THE FOURTEENTH
 MH0001'AND FIFTEENTH COURSES OF BRICK ABOVE THE WATER TABLE, AND ABOUT
 MH0001'3.5 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED A 84 1934
 MH0001'AND SET VERTICALLY.
 MH0001
 MH0001                          STATION RECOVERY (1999)
 MH0001
 MH0001'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 1999 (KE)
 MH0001'FOUND AS DESCRIBED
 MH0001
 MH0001                          STATION RECOVERY (2004)
 MH0001
 MH0001'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0001'THE BUILDING IS NOW USED BY KIRKWOOD COMMUNITY COLLEGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0613 ***********************************************************************
 MG0613  DESIGNATION -  A 85
 MG0613  PID         -  MG0613
 MG0613  STATE/COUNTY-  IA/LINN
 MG0613  USGS QUAD   -  FAIRFAX (1993)
 MG0613
 MG0613                         *CURRENT SURVEY CONTROL
 MG0613  ___________________________________________________________________
 MG0613* NAD 83(1986)-  41 54 49.     (N)    091 47 05.     (W)     SCALED    
 MG0613* NAVD 88     -       242.027  (meters)     794.05   (feet)  ADJUSTED  
 MG0613  ___________________________________________________________________
 MG0613  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 MG0613  DYNAMIC HT  -         241.938 (meters)     793.76  (feet)  COMP
 MG0613  MODELED GRAV-     980,248.0   (mgal)                       NAVD 88
 MG0613
 MG0613  VERT ORDER  -  SECOND    CLASS 0
 MG0613
 MG0613.The horizontal coordinates were scaled from a topographic map and have
 MG0613.an estimated accuracy of +/- 6 seconds.
 MG0613
 MG0613.The orthometric height was determined by differential leveling
 MG0613.and adjusted by the National Geodetic Survey in June 1991..
 MG0613
 MG0613.The geoid height was determined by GEOID03.
 MG0613
 MG0613.The dynamic height is computed by dividing the NAVD 88
 MG0613.geopotential number by the normal gravity value computed on the
 MG0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0613.degrees latitude (g = 980.6199 gals.).
 MG0613
 MG0613.The modeled gravity was interpolated from observed gravity values.
 MG0613
 MG0613;                    North         East    Units  Estimated Accuracy
 MG0613;SPC IA N     - 1,047,390.    1,642,300.      MT  (+/- 180 meters Scaled)
 MG0613
 MG0613                          SUPERSEDED SURVEY CONTROL
 MG0613
 MG0613  NGVD 29 (??/??/92)  242.038  (m)          794.09   (f) ADJ UNCH    2 0
 MG0613
 MG0613.Superseded values are not recommended for survey control.
 MG0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0613.See file dsdata.txt to determine how the superseded data were derived.
 MG0613
 MG0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG007408(NAD 83)
 MG0613_MARKER: DB = BENCH MARK DISK
 MG0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0613_SP_SET: CULVERT
 MG0613_STAMPING: A 85 1934
 MG0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0613
 MG0613  HISTORY     - Date     Condition        Report By
 MG0613  HISTORY     - 1934     MONUMENTED       CGS
 MG0613  HISTORY     - 1968     GOOD             NGS
 MG0613
 MG0613                          STATION DESCRIPTION
 MG0613
 MG0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0613'AT FAIRFAX.
 MG0613'AT FAIRFAX, LINN COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0613'AND PACIFIC RAILROAD, 150 FEET EAST OF THE NORTHEAST CORNER OF
 MG0613'THE STATION, 12 POLES EAST OF MILEPOST 77, 100 FEET NORTH OF
 MG0613'THE CENTERLINE OF THE TRACK, ON STATE HIGHWAY 149, AT A 2- BY
 MG0613'2-FOOT REINFORCED-CONCRETE-BOX HIGHWAY CULVERT, IN THE TOP OF
 MG0613'THE EAST END OF THE SOUTH CONCRETE HEADWALL, AND 6 FEET HIGHER
 MG0613'THAN THE RAIL.  A STANDARD DISK, STAMPED A 85 1934.
 MG0613
 MG0613                          STATION RECOVERY (1968)
 MG0613
 MG0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MG0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0093 ***********************************************************************
 MH0093  DESIGNATION -  A 87
 MH0093  PID         -  MH0093
 MH0093  STATE/COUNTY-  IA/WAPELLO
 MH0093  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0093
 MH0093                         *CURRENT SURVEY CONTROL
 MH0093  ___________________________________________________________________
 MH0093* NAD 83(1986)-  41 04 06.     (N)    092 24 29.     (W)     SCALED    
 MH0093* NAVD 88     -       243.503  (meters)     798.89   (feet)  ADJUSTED  
 MH0093  ___________________________________________________________________
 MH0093  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MH0093  DYNAMIC HT  -         243.395 (meters)     798.54  (feet)  COMP
 MH0093  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 MH0093
 MH0093  VERT ORDER  -  SECOND    CLASS 0
 MH0093
 MH0093.The horizontal coordinates were scaled from a topographic map and have
 MH0093.an estimated accuracy of +/- 6 seconds.
 MH0093
 MH0093.The orthometric height was determined by differential leveling
 MH0093.and adjusted by the National Geodetic Survey in June 1991..
 MH0093
 MH0093.The geoid height was determined by GEOID03.
 MH0093
 MH0093.The dynamic height is computed by dividing the NAVD 88
 MH0093.geopotential number by the normal gravity value computed on the
 MH0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0093.degrees latitude (g = 980.6199 gals.).
 MH0093
 MH0093.The modeled gravity was interpolated from observed gravity values.
 MH0093
 MH0093;                    North         East    Units  Estimated Accuracy
 MH0093;SPC IA S     -   119,210.      591,770.      MT  (+/- 180 meters Scaled)
 MH0093
 MH0093                          SUPERSEDED SURVEY CONTROL
 MH0093
 MH0093  NGVD 29 (??/??/92)  243.492  (m)          798.86   (f) ADJ UNCH    2 0
 MH0093
 MH0093.Superseded values are not recommended for survey control.
 MH0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0093.See file dsdata.txt to determine how the superseded data were derived.
 MH0093
 MH0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF497465(NAD 83)
 MH0093_MARKER: DB = BENCH MARK DISK
 MH0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0093_SP_SET: CULVERT
 MH0093_STAMPING: A 87 1934
 MH0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0093
 MH0093  HISTORY     - Date     Condition        Report By
 MH0093  HISTORY     - 1934     MONUMENTED       CGS
 MH0093  HISTORY     - 1981     MARK NOT FOUND   NGS
 MH0093
 MH0093                          STATION DESCRIPTION
 MH0093
 MH0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0093'0.8 MI NE FROM RUTLEDGE.
 MH0093'0.8 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MH0093'PACIFIC RAILROAD FROM RUTLEDGE, WAPELLO COUNTY, 5 1/2 POLES
 MH0093'SOUTH OF MILEPOST 1, AT 8- BY 8-FOOT REINFORCED CONCRETE-BOX
 MH0093'CULVERT AND CATTLEPASS NO. I-364, IN THE TOP OF THE SOUTH END OF
 MH0093'THE EAST CONCRETE HEADWALL, 20 FEET EAST OF THE CENTERLINE OF
 MH0093'THE TRACK, AND 5 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 MH0093'STAMPED A 87 1934.
 MH0093
 MH0093                          STATION RECOVERY (1981)
 MH0093
 MH0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MH0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0160 ***********************************************************************
 MH0160  DESIGNATION -  A 88
 MH0160  PID         -  MH0160
 MH0160  STATE/COUNTY-  IA/POWESHIEK
 MH0160  USGS QUAD   -  GRINNELL NORTH (1980)
 MH0160
 MH0160                         *CURRENT SURVEY CONTROL
 MH0160  ___________________________________________________________________
 MH0160* NAD 83(1986)-  41 46 48.     (N)    092 43 37.     (W)     SCALED    
 MH0160* NAVD 88     -       310.916  (meters)    1020.06   (feet)  ADJUSTED  
 MH0160  ___________________________________________________________________
 MH0160  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 MH0160  DYNAMIC HT  -         310.792 (meters)    1019.66  (feet)  COMP
 MH0160  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 MH0160
 MH0160  VERT ORDER  -  SECOND    CLASS 0
 MH0160
 MH0160.The horizontal coordinates were scaled from a topographic map and have
 MH0160.an estimated accuracy of +/- 6 seconds.
 MH0160
 MH0160.The orthometric height was determined by differential leveling
 MH0160.and adjusted by the National Geodetic Survey in June 1991..
 MH0160
 MH0160.The geoid height was determined by GEOID03.
 MH0160
 MH0160.The dynamic height is computed by dividing the NAVD 88
 MH0160.geopotential number by the normal gravity value computed on the
 MH0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0160.degrees latitude (g = 980.6199 gals.).
 MH0160
 MH0160.The modeled gravity was interpolated from observed gravity values.
 MH0160
 MH0160;                    North         East    Units  Estimated Accuracy
 MH0160;SPC IA S     -   197,960.      564,270.      MT  (+/- 180 meters Scaled)
 MH0160
 MH0160                          SUPERSEDED SURVEY CONTROL
 MH0160
 MH0160  NGVD 29 (??/??/92)  310.892  (m)         1019.98   (f) ADJ UNCH    2 0
 MH0160
 MH0160.Superseded values are not recommended for survey control.
 MH0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0160.See file dsdata.txt to determine how the superseded data were derived.
 MH0160
 MH0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG226253(NAD 83)
 MH0160_MARKER: DB = BENCH MARK DISK
 MH0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0160_SP_SET: BRIDGE
 MH0160_STAMPING: A 88 1934
 MH0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0160+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2004
 MH0160
 MH0160  HISTORY     - Date     Condition        Report By
 MH0160  HISTORY     - 1934     MONUMENTED       CGS
 MH0160  HISTORY     - 20041204 GOOD             GEOCAC
 MH0160
 MH0160                          STATION DESCRIPTION
 MH0160
 MH0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0160'2.8 MI NW FROM GRINNELL.
 MH0160'2.8 MILES NORTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 MH0160'FROM THE STATION AT GRINNELL, POWESHIEK COUNTY, 1 POLE NORTHWEST
 MH0160'OF MILEPOST 266, AT OVERHEAD STEEL BRIDGE 382 OVER STATE HIGHWAY
 MH0160'146, IN THE EAST CORNER OF THE SOUTHEAST CONCRETE ABUTMENT, 10
 MH0160'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 3 FEET LOWER
 MH0160'THAN THE RAIL.  A STANDARD DISK, STAMPED A 88 1934.
 MH0160
 MH0160                          STATION RECOVERY (2004)
 MH0160
 MH0160'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 MH0160'DISK VISIBLE BETWEEN TWO TIES RESTING ON ABUTMENT THAT HOLD RETAINING
 MH0160'WALL.  HANDHELD COORDINATES N41 46.833 W092 43.634, SKY VISIBLILTY
 MH0160'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0115 ***********************************************************************
 NL0115  DESIGNATION -  A 89
 NL0115  PID         -  NL0115
 NL0115  STATE/COUNTY-  IA/GREENE
 NL0115  USGS QUAD   -  GRAND JUNCTION (1982)
 NL0115
 NL0115                         *CURRENT SURVEY CONTROL
 NL0115  ___________________________________________________________________
 NL0115* NAD 83(1986)-  42 01 46.     (N)    094 14 28.     (W)     SCALED    
 NL0115* NAVD 88     -       315.027  (meters)    1033.55   (feet)  ADJUSTED  
 NL0115  ___________________________________________________________________
 NL0115  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 NL0115  DYNAMIC HT  -         314.940 (meters)    1033.27  (feet)  COMP
 NL0115  MODELED GRAV-     980,335.2   (mgal)                       NAVD 88
 NL0115
 NL0115  VERT ORDER  -  SECOND    CLASS 0
 NL0115
 NL0115.The horizontal coordinates were scaled from a topographic map and have
 NL0115.an estimated accuracy of +/- 6 seconds.
 NL0115
 NL0115.The orthometric height was determined by differential leveling
 NL0115.and adjusted by the National Geodetic Survey in June 1991..
 NL0115
 NL0115.The geoid height was determined by GEOID03.
 NL0115
 NL0115.The dynamic height is computed by dividing the NAVD 88
 NL0115.geopotential number by the normal gravity value computed on the
 NL0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0115.degrees latitude (g = 980.6199 gals.).
 NL0115
 NL0115.The modeled gravity was interpolated from observed gravity values.
 NL0115
 NL0115;                    North         East    Units  Estimated Accuracy
 NL0115;SPC IA N     - 1,059,080.    1,438,630.      MT  (+/- 180 meters Scaled)
 NL0115
 NL0115                          SUPERSEDED SURVEY CONTROL
 NL0115
 NL0115  NGVD 29 (??/??/92)  315.010  (m)         1033.50   (f) ADJ UNCH    2 0
 NL0115
 NL0115.Superseded values are not recommended for survey control.
 NL0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0115.See file dsdata.txt to determine how the superseded data were derived.
 NL0115
 NL0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG972537(NAD 83)
 NL0115_MARKER: DB = BENCH MARK DISK
 NL0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0115_SP_SET: CONCRETE FOUNDATION
 NL0115_STAMPING: A 89 1935
 NL0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0115
 NL0115  HISTORY     - Date     Condition        Report By
 NL0115  HISTORY     - 1935     MONUMENTED       CGS
 NL0115
 NL0115                          STATION DESCRIPTION
 NL0115
 NL0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0115'AT GRAND JUNCTION.
 NL0115'AT GRAND JUNCTION, GREENE COUNTY, AT THE CITY WATER TANK, AND IN
 NL0115'THE TOP OF THE EAST CORNER OF THE SOUTHEAST CONCRETE BLOCK
 NL0115'FOUNDATION.  A STANDARD DISK, STAMPED A 89 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0243 ***********************************************************************
 LF0243  DESIGNATION -  A 9
 LF0243  PID         -  LF0243
 LF0243  STATE/COUNTY-  IA/PAGE
 LF0243  USGS QUAD   -  SHENANDOAH EAST (1978)
 LF0243
 LF0243                         *CURRENT SURVEY CONTROL
 LF0243  ___________________________________________________________________
 LF0243* NAD 83(1986)-  40 45 41.     (N)    095 22 13.     (W)     SCALED    
 LF0243* NAVD 88     -       306.511  (meters)    1005.61   (feet)  ADJUSTED  
 LF0243  ___________________________________________________________________
 LF0243  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LF0243  DYNAMIC HT  -         306.346 (meters)    1005.07  (feet)  COMP
 LF0243  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 LF0243
 LF0243  VERT ORDER  -  FIRST     CLASS II
 LF0243
 LF0243.The horizontal coordinates were scaled from a topographic map and have
 LF0243.an estimated accuracy of +/- 6 seconds.
 LF0243
 LF0243.The orthometric height was determined by differential leveling
 LF0243.and adjusted by the National Geodetic Survey in June 1991..
 LF0243
 LF0243.The geoid height was determined by GEOID03.
 LF0243
 LF0243.The dynamic height is computed by dividing the NAVD 88
 LF0243.geopotential number by the normal gravity value computed on the
 LF0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0243.degrees latitude (g = 980.6199 gals.).
 LF0243
 LF0243.The modeled gravity was interpolated from observed gravity values.
 LF0243
 LF0243;                    North         East    Units  Estimated Accuracy
 LF0243;SPC IA S     -    86,250.      342,090.      MT  (+/- 180 meters Scaled)
 LF0243
 LF0243                          SUPERSEDED SURVEY CONTROL
 LF0243
 LF0243  NGVD 29 (??/??/92)  306.395  (m)         1005.23   (f) ADJ UNCH    1 2
 LF0243
 LF0243.Superseded values are not recommended for survey control.
 LF0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0243.See file dsdata.txt to determine how the superseded data were derived.
 LF0243
 LF0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF999149(NAD 83)
 LF0243_MARKER: DB = BENCH MARK DISK
 LF0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0243_STAMPING: A 9 1933
 LF0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0243+STABILITY: SURFACE MOTION
 LF0243
 LF0243  HISTORY     - Date     Condition        Report By
 LF0243  HISTORY     - 1933     MONUMENTED       CGS
 LF0243
 LF0243                          STATION DESCRIPTION
 LF0243
 LF0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LF0243'AT SHENANDOAH.
 LF0243'AT SHENANDOAH, PAGE COUNTY, AT THE INTERSECTION OF WEST AND
 LF0243'CRESCENT STREETS, IN THE NORTHWEST CORNER OF THE CITY PARK,
 LF0243'30 FEET SOUTH OF A FIRE HYDRANT ON THE SOUTHWEST SIDE OF CRESCENT
 LF0243'STREET, 20 FEET EAST OF THE EAST CURB OF WEST STREET, AND 14
 LF0243'FEET SOUTHWEST OF THE SOUTHWEST CURB OF CRESCENT STREET.  A
 LF0243'STANDARD DISK, STAMPED A 9 1933 AND SET IN THE TOP OF A CONCRETE
 LF0243'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0193 ***********************************************************************
 NL0193  DESIGNATION -  A 90
 NL0193  PID         -  NL0193
 NL0193  STATE/COUNTY-  IA/CARROLL
 NL0193  USGS QUAD   -  CARROLL WEST (1980)
 NL0193
 NL0193                         *CURRENT SURVEY CONTROL
 NL0193  ___________________________________________________________________
 NL0193* NAD 83(1986)-  42 04 12.     (N)    094 53 54.     (W)     SCALED    
 NL0193* NAVD 88     -       378.203  (meters)    1240.82   (feet)  ADJUSTED  
 NL0193  ___________________________________________________________________
 NL0193  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 NL0193  DYNAMIC HT  -         378.043 (meters)    1240.30  (feet)  COMP
 NL0193  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 NL0193
 NL0193  VERT ORDER  -  SECOND    CLASS 0
 NL0193
 NL0193.The horizontal coordinates were scaled from a topographic map and have
 NL0193.an estimated accuracy of +/- 6 seconds.
 NL0193
 NL0193.The orthometric height was determined by differential leveling
 NL0193.and adjusted by the National Geodetic Survey in June 1991..
 NL0193
 NL0193.The geoid height was determined by GEOID03.
 NL0193
 NL0193.The dynamic height is computed by dividing the NAVD 88
 NL0193.geopotential number by the normal gravity value computed on the
 NL0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0193.degrees latitude (g = 980.6199 gals.).
 NL0193
 NL0193.The modeled gravity was interpolated from observed gravity values.
 NL0193
 NL0193;                    North         East    Units  Estimated Accuracy
 NL0193;SPC IA N     - 1,064,270.    1,384,280.      MT  (+/- 180 meters Scaled)
 NL0193
 NL0193                          SUPERSEDED SURVEY CONTROL
 NL0193
 NL0193  NGVD 29 (??/??/92)  378.093  (m)         1240.46   (f) ADJ UNCH    2 0
 NL0193
 NL0193.Superseded values are not recommended for survey control.
 NL0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0193.See file dsdata.txt to determine how the superseded data were derived.
 NL0193
 NL0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG429592(NAD 83)
 NL0193_MARKER: DB = BENCH MARK DISK
 NL0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0193_STAMPING: A 90 1935
 NL0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0193+STABILITY: SURFACE MOTION
 NL0193
 NL0193  HISTORY     - Date     Condition        Report By
 NL0193  HISTORY     - 1935     MONUMENTED       CGS
 NL0193  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0193
 NL0193                          STATION DESCRIPTION
 NL0193
 NL0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0193'1.5 MI W FROM CARROLL.
 NL0193'1.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0193'THE STATION AT CARROLL, CARROLL COUNTY, AT A ROAD CROSSING, 22
 NL0193'FEET WEST OF THE CENTERLINE OF THE ROAD, 18 FEET SOUTH OF THE
 NL0193'CENTERLINE OF THE TRACK, 11 FEET NORTHWEST OF THE NORTHWEST CORNER
 NL0193'OF A ROAD BRIDGE, 3 FEET SOUTHWEST OF A CROSSING-WARNING SIGN, AND
 NL0193'ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A
 NL0193'90 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NL0193
 NL0193                          STATION RECOVERY (1975)
 NL0193
 NL0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0346 ***********************************************************************
 MJ0346  DESIGNATION -  A 91
 MJ0346  PID         -  MJ0346
 MJ0346  STATE/COUNTY-  IA/CRAWFORD
 MJ0346  USGS QUAD   -  DOW CITY (1971)
 MJ0346
 MJ0346                         *CURRENT SURVEY CONTROL
 MJ0346  ___________________________________________________________________
 MJ0346* NAD 83(1986)-  41 56 53.     (N)    095 27 52.     (W)     SCALED    
 MJ0346* NAVD 88     -       347.806  (meters)    1141.09   (feet)  ADJUSTED  
 MJ0346  ___________________________________________________________________
 MJ0346  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 MJ0346  DYNAMIC HT  -         347.653 (meters)    1140.59  (feet)  COMP
 MJ0346  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 MJ0346
 MJ0346  VERT ORDER  -  SECOND    CLASS 0
 MJ0346
 MJ0346.The horizontal coordinates were scaled from a topographic map and have
 MJ0346.an estimated accuracy of +/- 6 seconds.
 MJ0346
 MJ0346.The orthometric height was determined by differential leveling
 MJ0346.and adjusted by the National Geodetic Survey in June 1991..
 MJ0346
 MJ0346.The geoid height was determined by GEOID03.
 MJ0346
 MJ0346.The dynamic height is computed by dividing the NAVD 88
 MJ0346.geopotential number by the normal gravity value computed on the
 MJ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0346.degrees latitude (g = 980.6199 gals.).
 MJ0346
 MJ0346.The modeled gravity was interpolated from observed gravity values.
 MJ0346
 MJ0346;                    North         East    Units  Estimated Accuracy
 MJ0346;SPC IA N     - 1,051,660.    1,337,120.      MT  (+/- 180 meters Scaled)
 MJ0346
 MJ0346                          SUPERSEDED SURVEY CONTROL
 MJ0346
 MJ0346  NGVD 29 (??/??/92)  347.672  (m)         1140.65   (f) ADJ UNCH    2 0
 MJ0346
 MJ0346.Superseded values are not recommended for survey control.
 MJ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0346.See file dsdata.txt to determine how the superseded data were derived.
 MJ0346
 MJ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG957469(NAD 83)
 MJ0346_MARKER: DB = BENCH MARK DISK
 MJ0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0346_STAMPING: A 91 1935
 MJ0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0346+STABILITY: SURFACE MOTION
 MJ0346
 MJ0346  HISTORY     - Date     Condition        Report By
 MJ0346  HISTORY     - 1935     MONUMENTED       CGS
 MJ0346  HISTORY     - 1971     MARK NOT FOUND   USGS
 MJ0346
 MJ0346                          STATION DESCRIPTION
 MJ0346
 MJ0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0346'AT ARION.
 MJ0346'AT ARION, CRAWFORD COUNTY, BETWEEN THE CHICAGO, MILWAUKEE, ST.
 MJ0346'PAUL AND PACIFIC RAILROAD, THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0346'AND THE BUSINESS DISTRICT, AND AT THE NORTH CORNER OF A TRIANGULAR
 MJ0346'PARK.  A STANDARD DISK, STAMPED A 91 1935 AND SET IN THE TOP OF A
 MJ0346'CONCRETE POST.
 MJ0346
 MJ0346                          STATION RECOVERY (1971)
 MJ0346
 MJ0346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MJ0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0307 ***********************************************************************
 MJ0307  DESIGNATION -  A 96
 MJ0307  PID         -  MJ0307
 MJ0307  STATE/COUNTY-  IA/SHELBY
 MJ0307  USGS QUAD   -  DEFIANCE (1971)
 MJ0307
 MJ0307                         *CURRENT SURVEY CONTROL
 MJ0307  ___________________________________________________________________
 MJ0307* NAD 83(1986)-  41 50 49.     (N)    095 19 21.     (W)     SCALED    
 MJ0307* NAVD 88     -       390.193  (meters)    1280.16   (feet)  ADJUSTED  
 MJ0307  ___________________________________________________________________
 MJ0307  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 MJ0307  DYNAMIC HT  -         390.008 (meters)    1279.55  (feet)  COMP
 MJ0307  MODELED GRAV-     980,139.5   (mgal)                       NAVD 88
 MJ0307
 MJ0307  VERT ORDER  -  SECOND    CLASS 0
 MJ0307
 MJ0307.The horizontal coordinates were scaled from a topographic map and have
 MJ0307.an estimated accuracy of +/- 6 seconds.
 MJ0307
 MJ0307.The orthometric height was determined by differential leveling
 MJ0307.and adjusted by the National Geodetic Survey in June 1991..
 MJ0307
 MJ0307.The geoid height was determined by GEOID03.
 MJ0307
 MJ0307.The dynamic height is computed by dividing the NAVD 88
 MJ0307.geopotential number by the normal gravity value computed on the
 MJ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0307.degrees latitude (g = 980.6199 gals.).
 MJ0307
 MJ0307.The modeled gravity was interpolated from observed gravity values.
 MJ0307
 MJ0307;                    North         East    Units  Estimated Accuracy
 MJ0307;SPC IA S     -   206,690.      348,650.      MT  (+/- 180 meters Scaled)
 MJ0307
 MJ0307                          SUPERSEDED SURVEY CONTROL
 MJ0307
 MJ0307  NGVD 29 (??/??/92)  390.057  (m)         1279.71   (f) ADJ UNCH    2 0
 MJ0307
 MJ0307.Superseded values are not recommended for survey control.
 MJ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0307.See file dsdata.txt to determine how the superseded data were derived.
 MJ0307
 MJ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG071353(NAD 83)
 MJ0307_MARKER: DB = BENCH MARK DISK
 MJ0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0307_SP_SET: CULVERT
 MJ0307_STAMPING: 1279.604 A 96 1935
 MJ0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0307
 MJ0307  HISTORY     - Date     Condition        Report By
 MJ0307  HISTORY     - 1935     MONUMENTED       CGS
 MJ0307  HISTORY     - 1942     GOOD             NGS
 MJ0307
 MJ0307                          STATION DESCRIPTION
 MJ0307
 MJ0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MJ0307'1.8 MI NE FROM DEFIANCE.
 MJ0307'1.8 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0307'PACIFIC RAILROAD FROM THE STATION AT DEFIANCE, SHELBY COUNTY,
 MJ0307'14 POLES NORTHEAST OF MILEPOST 429, 10 POLES SOUTHWEST OF AN
 MJ0307'EAST-AND-WEST ROAD CROSSING, AT 6- BY 7-FOOT CONCRETE-BOX
 MJ0307'CULVERT, 1402, IN THE CENTER OF THE TOP OF THE NORTHWEST
 MJ0307'HEADWALL, 9 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 2.5
 MJ0307'FEET SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL, AND 2-1/2
 MJ0307'FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 MJ0307'1279.604 A 96 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0642 ***********************************************************************
 MJ0642  DESIGNATION -  A 97
 MJ0642  PID         -  MJ0642
 MJ0642  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0642  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0642
 MJ0642                         *CURRENT SURVEY CONTROL
 MJ0642  ___________________________________________________________________
 MJ0642* NAD 83(1986)-  41 15 41.     (N)    095 51 07.     (W)     SCALED    
 MJ0642* NAVD 88     -       304.976  (meters)    1000.58   (feet)  ADJUSTED  
 MJ0642  ___________________________________________________________________
 MJ0642  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 MJ0642  DYNAMIC HT  -         304.851 (meters)    1000.17  (feet)  COMP
 MJ0642  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 MJ0642
 MJ0642  VERT ORDER  -  FIRST     CLASS II
 MJ0642
 MJ0642.The horizontal coordinates were scaled from a topographic map and have
 MJ0642.an estimated accuracy of +/- 6 seconds.
 MJ0642
 MJ0642.The orthometric height was determined by differential leveling
 MJ0642.and adjusted by the National Geodetic Survey in June 1991..
 MJ0642.WARNING-Repeat measurements at this control monument indicate possible
 MJ0642.vertical movement.
 MJ0642
 MJ0642.The geoid height was determined by GEOID03.
 MJ0642
 MJ0642.The dynamic height is computed by dividing the NAVD 88
 MJ0642.geopotential number by the normal gravity value computed on the
 MJ0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0642.degrees latitude (g = 980.6199 gals.).
 MJ0642
 MJ0642.The modeled gravity was interpolated from observed gravity values.
 MJ0642
 MJ0642;                    North         East    Units  Estimated Accuracy
 MJ0642;SPC IA S     -   142,740.      302,940.      MT  (+/- 180 meters Scaled)
 MJ0642
 MJ0642                          SUPERSEDED SURVEY CONTROL
 MJ0642
 MJ0642  NGVD 29 (??/??/92)  304.903  (m)         1000.34   (f) ADJ UNCH    1 2
 MJ0642
 MJ0642.Superseded values are not recommended for survey control.
 MJ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0642.See file dsdata.txt to determine how the superseded data were derived.
 MJ0642
 MJ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF610716(NAD 83)
 MJ0642_MARKER: DB = BENCH MARK DISK
 MJ0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0642_SP_SET: WALL
 MJ0642_STAMPING: 1000.237 A 97 1935
 MJ0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0642
 MJ0642  HISTORY     - Date     Condition        Report By
 MJ0642  HISTORY     - 1935     MONUMENTED       CGS
 MJ0642  HISTORY     - 1948     GOOD             NGS
 MJ0642  HISTORY     - 1948     GOOD             NGS
 MJ0642
 MJ0642                          STATION DESCRIPTION
 MJ0642
 MJ0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0642'AT COUNCIL BLUFFS.
 MJ0642'AT COUNCIL BLUFFS, POTTAWATTAMIE COUNTY, AT THE POST OFFICE, IN
 MJ0642'THE SOUTH WALL, 21 FEET WEST OF A SEMI-CIRCULAR TOWER, AND 3.3
 MJ0642'FEET ABOVE THE PAVED COURT.  A UNITED STATES GEOLOGICAL SURVEY
 MJ0642'STANDARD DISK, STAMPED 1000.237 A 97 1935 AND SET VERTICALLY.
 MJ0642
 MJ0642                          STATION RECOVERY (1948)
 MJ0642
 MJ0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0258 ***********************************************************************
 LF0258  DESIGNATION -  A 98
 LF0258  PID         -  LF0258
 LF0258  STATE/COUNTY-  IA/FREMONT
 LF0258  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF0258
 LF0258                         *CURRENT SURVEY CONTROL
 LF0258  ___________________________________________________________________
 LF0258* NAD 83(1986)-  40 51 09.     (N)    095 24 53.     (W)     SCALED    
 LF0258* NAVD 88     -       310.597  (meters)    1019.02   (feet)  ADJUSTED  
 LF0258  ___________________________________________________________________
 LF0258  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LF0258  DYNAMIC HT  -         310.433 (meters)    1018.48  (feet)  COMP
 LF0258  MODELED GRAV-     980,089.5   (mgal)                       NAVD 88
 LF0258
 LF0258  VERT ORDER  -  SECOND    CLASS 0
 LF0258
 LF0258.The horizontal coordinates were scaled from a topographic map and have
 LF0258.an estimated accuracy of +/- 6 seconds.
 LF0258
 LF0258.The orthometric height was determined by differential leveling
 LF0258.and adjusted by the National Geodetic Survey in June 1991..
 LF0258
 LF0258.The geoid height was determined by GEOID03.
 LF0258
 LF0258.The dynamic height is computed by dividing the NAVD 88
 LF0258.geopotential number by the normal gravity value computed on the
 LF0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0258.degrees latitude (g = 980.6199 gals.).
 LF0258
 LF0258.The modeled gravity was interpolated from observed gravity values.
 LF0258
 LF0258;                    North         East    Units  Estimated Accuracy
 LF0258;SPC IA S     -    96,450.      338,560.      MT  (+/- 180 meters Scaled)
 LF0258
 LF0258                          SUPERSEDED SURVEY CONTROL
 LF0258
 LF0258  NGVD 29 (??/??/92)  310.478  (m)         1018.63   (f) ADJ UNCH    2 0
 LF0258
 LF0258.Superseded values are not recommended for survey control.
 LF0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0258.See file dsdata.txt to determine how the superseded data were derived.
 LF0258
 LF0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF964251(NAD 83)
 LF0258_MARKER: DB = BENCH MARK DISK
 LF0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0258_STAMPING: A 98 1935
 LF0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0258+STABILITY: SURFACE MOTION
 LF0258
 LF0258  HISTORY     - Date     Condition        Report By
 LF0258  HISTORY     - 1935     MONUMENTED       CGS
 LF0258  HISTORY     - 1949     GOOD             NGS
 LF0258
 LF0258                          STATION DESCRIPTION
 LF0258
 LF0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0258'2.2 MI S FROM IMOGENE.
 LF0258'2.2 MILES SOUTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 LF0258'IMOGENE, 0.4 MILE SOUTH OF UNDERPASS 1195, 27 1/2 RAILS NORTH
 LF0258'OF RAILROAD TRESTLE 1194, 5 POLES NORTH OF A PRIVATE ROAD
 LF0258'CROSSING, 45 FEET WEST OF THE WEST RAIL, 12 FEET SOUTHWEST OF
 LF0258'A BRACE POLE, 3.2 FEET EAST OF A FENCE, 1.2 FEET SOUTH OF A
 LF0258'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF0258'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0533 ***********************************************************************
 LD0533  DESIGNATION -  AA 126
 LD0533  PID         -  LD0533
 LD0533  STATE/COUNTY-  IA/DES MOINES
 LD0533  USGS QUAD   -  BURLINGTON (1979)
 LD0533
 LD0533                         *CURRENT SURVEY CONTROL
 LD0533  ___________________________________________________________________
 LD0533* NAD 83(1986)-  40 47 53.     (N)    091 05 59.     (W)     SCALED    
 LD0533* NAVD 88     -       176.151  (meters)     577.92   (feet)  ADJUSTED  
 LD0533  ___________________________________________________________________
 LD0533  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0533  DYNAMIC HT  -         176.070 (meters)     577.66  (feet)  COMP
 LD0533  MODELED GRAV-     980,161.0   (mgal)                       NAVD 88
 LD0533
 LD0533  VERT ORDER  -  SECOND    CLASS 0
 LD0533
 LD0533.The horizontal coordinates were scaled from a topographic map and have
 LD0533.an estimated accuracy of +/- 6 seconds.
 LD0533
 LD0533.The orthometric height was determined by differential leveling
 LD0533.and adjusted by the National Geodetic Survey in June 1991..
 LD0533
 LD0533.The geoid height was determined by GEOID03.
 LD0533
 LD0533.The dynamic height is computed by dividing the NAVD 88
 LD0533.geopotential number by the normal gravity value computed on the
 LD0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0533.degrees latitude (g = 980.6199 gals.).
 LD0533
 LD0533.The modeled gravity was interpolated from observed gravity values.
 LD0533
 LD0533;                    North         East    Units  Estimated Accuracy
 LD0533;SPC IA S     -    91,420.      702,530.      MT  (+/- 180 meters Scaled)
 LD0533
 LD0533                          SUPERSEDED SURVEY CONTROL
 LD0533
 LD0533  NGVD 29 (??/??/92)  176.212  (m)          578.12   (f) ADJ UNCH    2 0
 LD0533
 LD0533.Superseded values are not recommended for survey control.
 LD0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0533.See file dsdata.txt to determine how the superseded data were derived.
 LD0533
 LD0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF603180(NAD 83)
 LD0533_MARKER: DD = SURVEY DISK
 LD0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0533_STAMPING: AA 136 1935
 LD0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0533+STABILITY: SURFACE MOTION
 LD0533
 LD0533  HISTORY     - Date     Condition        Report By
 LD0533  HISTORY     - 1935     MONUMENTED       IAGS
 LD0533  HISTORY     - 1954     GOOD             NGS
 LD0533
 LD0533                          STATION DESCRIPTION
 LD0533
 LD0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LD0533'AT BURLINGTON.
 LD0533'AT BURLINGTON, DES MOINES COUNTY, ON SOUTH MAIN STREET, AT HOSE
 LD0533'STATION 4, 15 FEET FROM THE NORTHWEST CORNER OF THE BUILDING,
 LD0533'AND 3 FEET EAST OF THE CURB.  A STATE SURVEY STANDARD DISK, STAMPED
 LD0533'AA 136 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LD0533'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1533 ***********************************************************************
 LF1533  DESIGNATION -  AA 158 RESET
 LF1533  PID         -  LF1533
 LF1533  STATE/COUNTY-  IA/FREMONT
 LF1533  USGS QUAD   -  RANDOLPH (1957)
 LF1533
 LF1533                         *CURRENT SURVEY CONTROL
 LF1533  ___________________________________________________________________
 LF1533* NAD 83(1986)-  40 52 22.     (N)    095 34 49.     (W)     SCALED    
 LF1533* NAVD 88     -       294.94   (meters)     967.6    (feet)  RESET     
 LF1533  ___________________________________________________________________
 LF1533  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LF1533
 LF1533  VERT ORDER  -  THIRD
 LF1533
 LF1533.The horizontal coordinates were scaled from a topographic map and have
 LF1533.an estimated accuracy of +/- 6 seconds.
 LF1533
 LF1533.The orthometric height was computed from unverified reset data.
 LF1533
 LF1533.The geoid height was determined by GEOID03.
 LF1533
 LF1533;                    North         East    Units  Estimated Accuracy
 LF1533;SPC IA S     -    99,020.      324,660.      MT  (+/- 180 meters Scaled)
 LF1533
 LF1533                          SUPERSEDED SURVEY CONTROL
 LF1533
 LF1533  NGVD 29 (05/12/04)  294.84   (m)          967.3    (f) RESET       3  
 LF1533
 LF1533.Superseded values are not recommended for survey control.
 LF1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1533.See file dsdata.txt to determine how the superseded data were derived.
 LF1533
 LF1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF825278(NAD 83)
 LF1533_MARKER: DB = BENCH MARK DISK
 LF1533_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LF1533_SP_SET: ABUTMENT
 LF1533_STAMPING: AA 158 RESET 1973
 LF1533_MARK LOGO: NGS   
 LF1533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1533
 LF1533  HISTORY     - Date     Condition        Report By
 LF1533  HISTORY     - 1973     MONUMENTED       IAHD
 LF1533
 LF1533                          STATION DESCRIPTION
 LF1533
 LF1533'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1973
 LF1533'1.6 KM (1.00 MI) WEST FROM RANDOLPH.
 LF1533'1.0 MILE WEST ALONG STATE HWY 184 FROM THE SCHOOLHOUSE IN RANDOLPH,
 LF1533'SET IN THE TOP OF THE SOUTH END OF THE NORTHEAST CONCRETE ABUTMENT OF
 LF1533'A STEEL BRIDGE OVER THE WEST NISHNABOTNA RIVER, 13 FEET SOUTH OF THE
 LF1533'CENTERLINE OF THE HIGHWAY, 4.0 FEET LOWER THAN THE HIGHWAY, 1.4 FEET
 LF1533'NORTH OF THE SOUTH END OF THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0878 ***********************************************************************
 ON0878  DESIGNATION -  AANES
 ON0878  PID         -  ON0878
 ON0878  STATE/COUNTY-  IA/CLAYTON
 ON0878  USGS QUAD   -  POSTVILLE (1971)
 ON0878
 ON0878                         *CURRENT SURVEY CONTROL
 ON0878  ___________________________________________________________________
 ON0878* NAD 83(1996)-  43 02 01.58037(N)    091 36 19.29367(W)     ADJUSTED  
 ON0878* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 ON0878  ___________________________________________________________________
 ON0878  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 ON0878  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 ON0878
 ON0878  HORZ ORDER  -  SECOND
 ON0878
 ON0878.The horizontal coordinates were established by classical geodetic methods
 ON0878.and adjusted by the National Geodetic Survey in May 1999..
 ON0878
 ON0878.The orthometric height was scaled from a topographic map.
 ON0878
 ON0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0878
 ON0878.The geoid height was determined by GEOID03.
 ON0878
 ON0878;                    North         East     Units Scale Factor Converg.
 ON0878;SPC IA N     - 1,172,099.066 1,654,387.979   MT  0.99996575   +1 17 02.7
 ON0878;UTM  15      - 4,765,508.883   613,613.372   MT  0.99975879   +0 57 06.6
 ON0878
 ON0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0878!SPC IA N     -   0.99994458  x   0.99996575  =   0.99991033
 ON0878!UTM  15      -   0.99994458  x   0.99975879  =   0.99970339
 ON0878
 ON0878:                Primary Azimuth Mark                     Grid Az
 ON0878:SPC IA N     -  AANES AZ MK                              181 47 04.1
 ON0878:UTM  15      -  AANES AZ MK                              182 07 00.2
 ON0878
 ON0878|---------------------------------------------------------------------|
 ON0878| PID    Reference Object                     Distance      Geod. Az  |
 ON0878|                                                           dddmmss.s |
 ON0878| CI5001 AANES AZ MK                                        1830406.8 |
 ON0878| CI5002 AANES RM 1                           18.614 METERS 21656     |
 ON0878| ON0894 STAVENGER NORWEGIAN LUTH CH         APPROX.14.2 KM 2900911.9 |
 ON0878| ON0883 OSSIAN MUNICIPAL TANK               APPROX.18.0 KM 3135806.8 |
 ON0878| ON0887 OSSIAN CATH CHURCH SPIRE            APPROX.17.3 KM 3142738.0 |
 ON0878| CI5003 AANES RM 2                           18.254 METERS 32541     |
 ON0878|---------------------------------------------------------------------|
 ON0878
 ON0878                          SUPERSEDED SURVEY CONTROL
 ON0878
 ON0878  NAD 83(1996)-  43 02 01.58028(N)    091 36 19.29351(W) AD(       ) 2
 ON0878  NAD 83(1986)-  43 02 01.57149(N)    091 36 19.29301(W) AD(       ) 2
 ON0878  NAD 27      -  43 02 01.64100(N)    091 36 18.76040(W) AD(       ) 2
 ON0878
 ON0878.Superseded values are not recommended for survey control.
 ON0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0878.See file dsdata.txt to determine how the superseded data were derived.
 ON0878
 ON0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH1361365509(NAD 83)
 ON0878_MARKER: DS = TRIANGULATION STATION DISK
 ON0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0878
 ON0878  HISTORY     - Date     Condition        Report By
 ON0878  HISTORY     - 1961     MONUMENTED       CGS
 ON0878
 ON0878                          STATION DESCRIPTION
 ON0878
 ON0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0878'THE STATION IS ABOUT 4 MILES SOUTHWEST OF POSTVILLE, 3-1/2
 ON0878'MILES NORTHEAST OF CLERMONT, IN THE NW 1/4 OF SEC. 19, T-95-N,
 ON0878'R-6-W, AND ON THE PROPERTY OF MR. LYLE AANES.  IT IS 81 FEET
 ON0878'SOUTHEAST OF A POWER POLE, 70 FEET EAST OF THE INTERSECTION
 ON0878'OF THE GRAVELED ROAD AND FIELD ENTRANCE, 70 FEET EAST OF THE
 ON0878'CENTERLINE OF THE ROAD, 62 FEET NORTHEAST OF A WITNESS POST
 ON0878'AND 36 FEET EAST OF A FENCE.  THE MONUMENT IS UNDERGROUND
 ON0878'20 INCHES AND THE DISK IS STAMPED AANES 1961.
 ON0878'
 ON0878'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52
 ON0878'AND 18 ABOUT 1 MILE WEST OF POSTVILLE, GO SOUTH ON HIGHWAY
 ON0878'18 FOR 4.0 MILES TO THE POINT WHERE HIGHWAY 18 GOES SOUTHWEST
 ON0878'AND A GRAVELED ROAD STRAIGHT AHEAD.  CONTINUE SOUTH ON THE
 ON0878'GRAVELED ROAD FOR 0.1 MILE TO A GRAVELED T-ROAD INTERSECTION.
 ON0878'TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.25 MILE
 ON0878'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE GRAVELED
 ON0878'ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 ON0878'
 ON0878'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH
 ON0878'ON THE GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON
 ON0878'THE RIGHT.
 ON0878'
 ON0878'REFERENCE MARK 1 IS 33 FEET EAST OF THE CENTERLINE OF THE
 ON0878'ROAD, 1 FOOT NORTH OF THE WITNESS POST AND 1 FOOT EAST OF THE
 ON0878'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED AANES
 ON0878'NO 1 1961.
 ON0878'
 ON0878'REFERENCE MARK 2 IS 33 FEET EAST OF THE CENTERLINE OF THE
 ON0878'ROAD, 22 FEET SOUTH OF THE POWER POLE AND 1 FOOT EAST OF
 ON0878'THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON0878'AANES NO 2 1961.
 ON0878'
 ON0878'THE AZIMUTH MARK IS 35 FEET NORTHWEST OF THE INTERSECTION
 ON0878'OF THE GRAVELED ROAD AND A FIELD ENTRANCE, 25 FEET WEST OF
 ON0878'THE CENTERLINE OF THE ROAD, 5 FEET EAST OF A FENCE, 3 FEET
 ON0878'EAST OF A TELEPHONE POLE AND 1 FOOT EAST OF A WITNESS POST.
 ON0878'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED AANES 1961.
 ON0878'
 ON0878'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0683 ***********************************************************************
 NK0683  DESIGNATION -  ACKLEY WATER TANK
 NK0683  PID         -  NK0683
 NK0683  STATE/COUNTY-  IA/HARDIN
 NK0683  USGS QUAD   -  ACKLEY (1979)
 NK0683
 NK0683                         *CURRENT SURVEY CONTROL
 NK0683  ___________________________________________________________________
 NK0683* NAD 83(1996)-  42 33 14.31275(N)    093 03 17.87581(W)     ADJUSTED  
 NK0683* NAVD 88     -                                                        
 NK0683  ___________________________________________________________________
 NK0683  LAPLACE CORR-         -12.13  (seconds)                    DEFLEC99
 NK0683  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 NK0683
 NK0683  HORZ ORDER  -  THIRD
 NK0683
 NK0683.The horizontal coordinates were established by classical geodetic methods
 NK0683.and adjusted by the National Geodetic Survey in May 1999..
 NK0683
 NK0683
 NK0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0683
 NK0683.The geoid height was determined by GEOID03.
 NK0683
 NK0683;                    North         East     Units Scale Factor Converg.
 NK0683;SPC IA N     - 1,117,167.803 1,536,547.823   MT  0.99994733   +0 18 05.8
 NK0683;UTM  15      - 4,711,287.963   495,487.584   MT  0.99960025   -0 02 13.8
 NK0683
 NK0683                          SUPERSEDED SURVEY CONTROL
 NK0683
 NK0683  NAD 83(1996)-  42 33 14.31403(N)    093 03 17.87666(W) AD(       ) 4
 NK0683  NAD 83(1986)-  42 33 14.31009(N)    093 03 17.87109(W) AD(       ) 4
 NK0683  NAD 27      -  42 33 14.40000(N)    093 03 17.13000(W) AD(       ) 3
 NK0683
 NK0683.Superseded values are not recommended for survey control.
 NK0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0683.See file dsdata.txt to determine how the superseded data were derived.
 NK0683
 NK0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH9548811288(NAD 83)
 NK0683_MARKER: 51 = TANK
 NK0683
 NK0683  HISTORY     - Date     Condition        Report By
 NK0683  HISTORY     - 1926     FIRST OBSERVED   CGS
 NK0683
 NK0683                          STATION DESCRIPTION
 NK0683
 NK0683'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1104 ***********************************************************************
 MJ1104  DESIGNATION -  ADAIR OMAHA CHICAGO AIR BCN 7
 MJ1104  PID         -  MJ1104
 MJ1104  STATE/COUNTY-  IA/ADAIR
 MJ1104  USGS QUAD   -  ADAIR SOUTH (1971)
 MJ1104
 MJ1104                         *CURRENT SURVEY CONTROL
 MJ1104  ___________________________________________________________________
 MJ1104* NAD 83(1996)-  41 29 21.13731(N)    094 38 00.36067(W)     ADJUSTED  
 MJ1104* NAVD 88     -                                                        
 MJ1104  ___________________________________________________________________
 MJ1104  LAPLACE CORR-          -7.45  (seconds)                    DEFLEC99
 MJ1104  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 MJ1104
 MJ1104  HORZ ORDER  -  THIRD
 MJ1104
 MJ1104.The horizontal coordinates were established by classical geodetic methods
 MJ1104.and adjusted by the National Geodetic Survey in May 1999..
 MJ1104
 MJ1104
 MJ1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1104
 MJ1104.The geoid height was determined by GEOID03.
 MJ1104
 MJ1104;                    North         East     Units Scale Factor Converg.
 MJ1104;SPC IA S     -   165,992.616   405,353.299   MT  0.99996100   -0 44 47.7
 MJ1104;UTM  15      - 4,594,353.577   363,644.181   MT  0.99982881   -1 04 56.2
 MJ1104
 MJ1104                          SUPERSEDED SURVEY CONTROL
 MJ1104
 MJ1104  NAD 83(1986)-  41 29 21.13018(N)    094 38 00.37588(W) AD(       ) 4
 MJ1104  NAD 27      -  41 29 21.17300(N)    094 37 59.46700(W) AD(       ) 3
 MJ1104
 MJ1104.Superseded values are not recommended for survey control.
 MJ1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1104.See file dsdata.txt to determine how the superseded data were derived.
 MJ1104
 MJ1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF6364494354(NAD 83)
 MJ1104_MARKER: 22 = AIRWAY BEACON
 MJ1104
 MJ1104  HISTORY     - Date     Condition        Report By
 MJ1104  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1104
 MJ1104                          STATION DESCRIPTION
 MJ1104
 MJ1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1104'THIS STATION IS BEACON NO. 7 O.C., BUREAU OF AERONAUTICS, DEPARTMENT
 MJ1104'OF COMMERCE, OMAHA-CHICAGO AIRWAYS.  IT IS LOCATED ABOUT 1.0 MILE
 MJ1104'SE OF ADAIR, IOWA.  130 FEET S OF CENTER LINE OF FIRST E-W ROAD S
 MJ1104'OF ADAIR (THE SECTION LINE ROAD BETWEEN SECTIONS 3 AND 10).
 MJ1104'AND 62 FEET SE OF THE SE CORNER OF THE U.S. AIRWAY STATION, IN NW
 MJ1104'CORNER, SE 1/4 SECTION 10, T 77 N, R 33 W.  IT WAS PLACED IN ITS
 MJ1104'PRESENT LOCATION IN 1934.  THE STATION IS A STANDARD 60-FOOT
 MJ1104'AIRWAY BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1103 ***********************************************************************
 MJ1103  DESIGNATION -  ADAIR WATER TANK
 MJ1103  PID         -  MJ1103
 MJ1103  STATE/COUNTY-  IA/ADAIR
 MJ1103  USGS QUAD   -  ADAIR SOUTH (1971)
 MJ1103
 MJ1103                         *CURRENT SURVEY CONTROL
 MJ1103  ___________________________________________________________________
 MJ1103* NAD 83(1996)-  41 29 59.78796(N)    094 38 35.51211(W)     ADJUSTED  
 MJ1103* NAVD 88     -                                                        
 MJ1103  ___________________________________________________________________
 MJ1103  LAPLACE CORR-          -6.98  (seconds)                    DEFLEC99
 MJ1103  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 MJ1103
 MJ1103  HORZ ORDER  -  THIRD
 MJ1103
 MJ1103.The horizontal coordinates were established by classical geodetic methods
 MJ1103.and adjusted by the National Geodetic Survey in May 1999..
 MJ1103
 MJ1103
 MJ1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1103
 MJ1103.The geoid height was determined by GEOID03.
 MJ1103
 MJ1103;                    North         East     Units Scale Factor Converg.
 MJ1103;SPC IA S     -   167,195.547   404,553.655   MT  0.99996196   -0 45 10.9
 MJ1103;UTM  15      - 4,595,561.016   362,851.706   MT  0.99983148   -1 05 20.3
 MJ1103
 MJ1103                          SUPERSEDED SURVEY CONTROL
 MJ1103
 MJ1103  NAD 83(1986)-  41 29 59.78141(N)    094 38 35.52636(W) AD(       ) 4
 MJ1103  NAD 27      -  41 29 59.82700(N)    094 38 34.61700(W) AD(       ) 3
 MJ1103
 MJ1103.Superseded values are not recommended for survey control.
 MJ1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1103.See file dsdata.txt to determine how the superseded data were derived.
 MJ1103
 MJ1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF6285295561(NAD 83)
 MJ1103_MARKER: 53 = ELEVATED TANK
 MJ1103
 MJ1103  HISTORY     - Date     Condition        Report By
 MJ1103  HISTORY     - 1930     FIRST OBSERVED   CGS
 MJ1103  HISTORY     - 1934     GOOD             CGS
 MJ1103
 MJ1103                          STATION DESCRIPTION
 MJ1103
 MJ1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1103'THIS STATION IS THE BLACK MUNICIPAL WATER TANK IN THE TOWN OF
 MJ1103'ADAIR, IOWA.  IT IS LOCATED IN THE CENTRAL PART OF THE TOWN IN
 MJ1103'THE BLOCK BOUNDED BY AUDUBON STREET, ON THE N, FOURTH STREET ON THE
 MJ1103'E, STUART STREET ON THE S AND FIFTH STREET (U.S. HIGHWAY 6) ON
 MJ1103'THE S.  IT IS IN THE SW CORNER OF THE BLOCK, ABOUT 59 YARDS W OF
 MJ1103'THE CENTER LINE OF FOURTH STREET, 30 YARDS N OF THE CENTER LINE
 MJ1103'OF STUART STREET, AND 18 YARDS E OF FIFTH STREET, IN SECTION
 MJ1103'4, T 77 N, R 33 W.  IT WAS ERECTED IN 1906.
 MJ1103'
 MJ1103'THE TANK HAS FOUR BLACK TRUSS-WORK LEGS ABOUT 90 FEET HIGH.
 MJ1103'THE OVAL SECTION OF THE TANK EXTENDS DOWNWARD ABOUT 12 FEET, FROM
 MJ1103'THE CENTER OF WHICH A BLACK FEED-PIPE JACKET EXTENDS TO THE
 MJ1103'GROUND.  THERE IS A WOODEN PLATFORM STAGING AROUND THE TOP OF
 MJ1103'THE FEED-PIPE JACKET.  THE VERTICAL SECTION OF THE TANK IS ABOUT
 MJ1103'30 FEET HIGH, HAS A CAT-WALK AND RAIL AROUND ITS BASE, AND HAS
 MJ1103'THE WORD ADAIR PAINTED IN WHITE LETTERS ON THE N AND S SIDES.
 MJ1103'THE CONICAL SILVER ROOF HAS PROJECTING EAVES AND A SILVER BALL
 MJ1103'AND LIGHT AT THE APEX.  THE TOTAL HEIGHT IS ABOUT 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0629 ***********************************************************************
 NL0629  DESIGNATION -  ADAMS RANCH WATER TANK
 NL0629  PID         -  NL0629
 NL0629  STATE/COUNTY-  IA/SAC
 NL0629  USGS QUAD   -  ODEBOLT WEST (1980)
 NL0629
 NL0629                         *CURRENT SURVEY CONTROL
 NL0629  ___________________________________________________________________
 NL0629* NAD 83(1996)-  42 17 24.82904(N)    095 16 17.27557(W)     ADJUSTED  
 NL0629* NAVD 88     -                                                        
 NL0629  ___________________________________________________________________
 NL0629  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 NL0629  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 NL0629
 NL0629  HORZ ORDER  -  THIRD
 NL0629
 NL0629.The horizontal coordinates were established by classical geodetic methods
 NL0629.and adjusted by the National Geodetic Survey in May 1999..
 NL0629
 NL0629
 NL0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0629
 NL0629.The geoid height was determined by GEOID03.
 NL0629
 NL0629;                    North         East     Units Scale Factor Converg.
 NL0629;SPC IA N     - 1,089,306.271 1,353,917.070   MT  0.99996694   -1 12 02.2
 NL0629;UTM  15      - 4,684,499.434   312,735.154   MT  1.00003150   -1 31 44.0
 NL0629
 NL0629                          SUPERSEDED SURVEY CONTROL
 NL0629
 NL0629  NAD 83(1996)-  42 17 24.82874(N)    095 16 17.27749(W) AD(       ) 4
 NL0629  NAD 83(1986)-  42 17 24.82862(N)    095 16 17.27721(W) AD(       ) 4
 NL0629  NAD 27      -  42 17 24.88000(N)    095 16 16.29600(W) AD(       ) 3
 NL0629
 NL0629.Superseded values are not recommended for survey control.
 NL0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0629.See file dsdata.txt to determine how the superseded data were derived.
 NL0629
 NL0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1273584499(NAD 83)
 NL0629_MARKER: 53 = ELEVATED TANK
 NL0629
 NL0629  HISTORY     - Date     Condition        Report By
 NL0629  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0629
 NL0629                          STATION DESCRIPTION
 NL0629
 NL0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0629'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF THE SMALL
 NL0629'VILLAGE OF ODEBOLT.  IT IS ABOUT 27 FEET SQUARE AT THE BASE,
 NL0629'HAS 4-LEGS IS PAINTED SILVER AND APPROXIMATELY 125 FEET HIGH.
 NL0629'
 NL0629'TO REACH THE STATION FROM THE POST OFFICE IN ODEBOLT, GO WEST
 NL0629'ON STATE ROUTE 4 FOR 01.7 MILE TO WHERE ROUTE 4 TURNS SOUTH.
 NL0629'TURN LEFT ON STATE ROUTE 4 FOR 1.05 MILES TO A SIDE LANE LEFT.
 NL0629'TURN LEFT AND FOLLOW LANE FOR 0.85 MILE TO RANCH BUILDINGS
 NL0629'AND TANK.
 NL0629'
 NL0629'POINT INTERSECTED WAS THE BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1648 ***********************************************************************
 NM1648  DESIGNATION -  ADAVILLE
 NM1648  PID         -  NM1648
 NM1648  STATE/COUNTY-  IA/PLYMOUTH
 NM1648  USGS QUAD   -  MILLNERVILLE (1964)
 NM1648
 NM1648                         *CURRENT SURVEY CONTROL
 NM1648  ___________________________________________________________________
 NM1648* NAD 83(1996)-  42 44 07.76203(N)    096 25 30.54004(W)     ADJUSTED  
 NM1648* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 NM1648  ___________________________________________________________________
 NM1648  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 NM1648  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NM1648
 NM1648  HORZ ORDER  -  THIRD
 NM1648
 NM1648.The horizontal coordinates were established by classical geodetic methods
 NM1648.and adjusted by the National Geodetic Survey in May 1999..
 NM1648
 NM1648.The orthometric height was scaled from a topographic map.
 NM1648
 NM1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1648
 NM1648.The geoid height was determined by GEOID03.
 NM1648
 NM1648;                    North         East     Units Scale Factor Converg.
 NM1648;SPC IA N     - 1,141,377.664 1,260,520.563   MT  0.99994607   -1 58 57.0
 NM1648;SPC SD S     -    52,205.421   919,930.394   MT  1.00002460   +2 41 45.8
 NM1648;SPC SD S     -   171,277.29  3,018,138.30   sFT  1.00002460   +2 41 45.8
 NM1648;UTM  14      - 4,734,657.140   710,775.505   MT  1.00014660   +1 44 52.7
 NM1648
 NM1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1648!SPC IA N     -   0.99993660  x   0.99994607  =   0.99988267
 NM1648!SPC SD S     -   0.99993660  x   1.00002460  =   0.99996120
 NM1648!UTM  14      -   0.99993660  x   1.00014660  =   1.00008319
 NM1648
 NM1648:                Primary Azimuth Mark                     Grid Az
 NM1648:SPC IA N     -  ADAVILLE AZ MK                           091 35 17.8
 NM1648:SPC SD S     -  ADAVILLE AZ MK                           086 54 35.0
 NM1648:UTM  14      -  ADAVILLE AZ MK                           087 51 28.1
 NM1648
 NM1648|---------------------------------------------------------------------|
 NM1648| PID    Reference Object                     Distance      Geod. Az  |
 NM1648|                                                           dddmmss.s |
 NM1648| CO2042 ADAVILLE AZ MK                                     0893620.8 |
 NM1648| CO2043 ADAVILLE RM 1                        25.345 METERS 09317     |
 NM1648| CO2044 ADAVILLE RM 2                        37.634 METERS 29244     |
 NM1648|---------------------------------------------------------------------|
 NM1648
 NM1648                          SUPERSEDED SURVEY CONTROL
 NM1648
 NM1648  NAD 83(1996)-  42 44 07.76203(N)    096 25 30.54004(W) AD(       ) 3
 NM1648  NAD 83(1996)-  42 44 07.76194(N)    096 25 30.54001(W) AD(       ) 3
 NM1648  NAD 83(1996)-  42 44 07.76188(N)    096 25 30.53901(W) AD(       ) 3
 NM1648  NAD 83(1986)-  42 44 07.76503(N)    096 25 30.53507(W) AD(       ) 3
 NM1648  NAD 27      -  42 44 07.79200(N)    096 25 29.42400(W) AD(       ) 3
 NM1648
 NM1648.Superseded values are not recommended for survey control.
 NM1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1648.See file dsdata.txt to determine how the superseded data were derived.
 NM1648
 NM1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1077634657(NAD 83)
 NM1648_MARKER: DS = TRIANGULATION STATION DISK
 NM1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1648
 NM1648  HISTORY     - Date     Condition        Report By
 NM1648  HISTORY     - 1949     MONUMENTED       CGS
 NM1648  HISTORY     - 1962     SEE DESCRIPTION  IACC
 NM1648
 NM1648                          STATION DESCRIPTION
 NM1648
 NM1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1648'THE STATION IS LOCATED ABOUT 9 MILES EAST AND 1-1/2 MILES
 NM1648'SOUTH OF THE SMALL VILLAGE OF WESTFIELD.  IT IS 24 FEET SOUTH
 NM1648'OF THE CENTER LINE OF A ROAD AND 4 FEET NORTH OF A FENCE
 NM1648'LINE.  THE MARK IS STAMPED ADAVILLE 1949 AND IS SET FLUSH
 NM1648'WITH THE GROUND.
 NM1648'
 NM1648'R.M. NO. 1 IS SET IN THE FENCE LINE AND 30 FEET SOUTH OF THE
 NM1648'CENTER LINE OF A ROAD.  THE MARK IS STAMPED ADAVILLE NO 1 1949
 NM1648'AND IS SET FLUSH WITH THE GROUND.
 NM1648'
 NM1648'R.M. NO. 2 IS SET IN THE FENCE LINE AND 26 FEET NORTH OF THE
 NM1648'CENTER LINE OF A ROAD.  THE MARK IS STAMPED ADAVILLE NO 2
 NM1648'1949 AND IS SET FLUSH WITH THE GROUND.
 NM1648'
 NM1648'AZIMUTH MARK IS 26 FEET NORTH OF THE CENTER LINE OF THE
 NM1648'ROAD AND 2 FEET SOUTH OF A FENCE LINE.  THE MARK IS STAMPED
 NM1648'ADAVILLE 1949 AND IS SET FLUSH WITH THE GROUND.
 NM1648'
 NM1648'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 12
 NM1648'AND COUNTY ROUTE A JUST SOUTH OF THE RAILROAD DEPOT IN WESTFIELD,
 NM1648'GO EAST ON COUNTY ROUTE A FOR 1 MILE TO ITS JUNCTION WITH
 NM1648'COUNTY ROUTE W.  CONTINUE STRAIGHT AHEAD ON COUNTY ROUTE A
 NM1648'FOR 6 MILES TO CROSSROADS AT SCHOOL, CONTINUE STRAIGHT AHEAD
 NM1648'FOR 2 MILES TO CROSS ROADS, TURN SOUTH 1 MILE TO CROSS ROADS,
 NM1648'TURN EAST 0.2 MILE TO TOP OF RISE AND STATION ON RIGHT AS
 NM1648'DESCRIBED.
 NM1648'
 NM1648'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.6
 NM1648'MILE TO MARK ON LEFT AS DESCRIBED.
 NM1648'
 NM1648'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1648
 NM1648                          STATION RECOVERY (1962)
 NM1648
 NM1648'RECOVERY NOTE BY IOWA CONSERVATION COMMISSION 1962 (REF)
 NM1648'FOUND NO TRACE OF THE STATION SURFACE MARK, R.M. 1 AND 2
 NM1648'AND AZIMUTH MARK.  FOUND CHUNK OF CONCRETE WHICH APPEARED
 NM1648'TO BE UNDERGROUND STATION DUE TO FINISH OF CONCRETE AND THE
 NM1648'CAP HAD BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0103 ***********************************************************************
 MJ0103  DESIGNATION -  AFTON
 MJ0103  PID         -  MJ0103
 MJ0103  STATE/COUNTY-  IA/UNION
 MJ0103  USGS QUAD   -  AFTON (1983)
 MJ0103
 MJ0103                         *CURRENT SURVEY CONTROL
 MJ0103  ___________________________________________________________________
 MJ0103* NAD 83(1986)-  41 01 48.     (N)    094 11 51.     (W)     SCALED    
 MJ0103* NAVD 88     -       380.313  (meters)    1247.74   (feet)  ADJUSTED  
 MJ0103  ___________________________________________________________________
 MJ0103  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 MJ0103  DYNAMIC HT  -         380.127 (meters)    1247.13  (feet)  COMP
 MJ0103  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 MJ0103
 MJ0103  VERT ORDER  -  SECOND    CLASS 0
 MJ0103
 MJ0103.The horizontal coordinates were scaled from a topographic map and have
 MJ0103.an estimated accuracy of +/- 6 seconds.
 MJ0103
 MJ0103.The orthometric height was determined by differential leveling
 MJ0103.and adjusted by the National Geodetic Survey in June 1991..
 MJ0103
 MJ0103.The geoid height was determined by GEOID03.
 MJ0103
 MJ0103.The dynamic height is computed by dividing the NAVD 88
 MJ0103.geopotential number by the normal gravity value computed on the
 MJ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0103.degrees latitude (g = 980.6199 gals.).
 MJ0103
 MJ0103.The modeled gravity was interpolated from observed gravity values.
 MJ0103
 MJ0103;                    North         East    Units  Estimated Accuracy
 MJ0103;SPC IA S     -   114,620.      441,350.      MT  (+/- 180 meters Scaled)
 MJ0103
 MJ0103                          SUPERSEDED SURVEY CONTROL
 MJ0103
 MJ0103  NGVD 29 (??/??/92)  380.202  (m)         1247.38   (f) ADJ UNCH    2 0
 MJ0103
 MJ0103.Superseded values are not recommended for survey control.
 MJ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0103.See file dsdata.txt to determine how the superseded data were derived.
 MJ0103
 MJ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF993427(NAD 83)
 MJ0103_MARKER: DB = BENCH MARK DISK
 MJ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0103_STAMPING: AFTON 1934
 MJ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0103+STABILITY: SURFACE MOTION
 MJ0103
 MJ0103  HISTORY     - Date     Condition        Report By
 MJ0103  HISTORY     - 1934     MONUMENTED       CGS
 MJ0103  HISTORY     - 1956     GOOD             NGS
 MJ0103
 MJ0103                          STATION DESCRIPTION
 MJ0103
 MJ0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MJ0103'AT AFTON.
 MJ0103'AT AFTON, UNION COUNTY, ON U.S. HIGHWAY 169, 50 FEET SOUTH
 MJ0103'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD UNDERPASS, 50
 MJ0103'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 6 FEET SOUTHWEST
 MJ0103'OF A BRICK TOOLHOUSE BELONGING TO THE CITY.  A STANDARD DISK,
 MJ0103'STAMPED AFTON 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1339 ***********************************************************************
 MJ1339  DESIGNATION -  AFTON
 MJ1339  PID         -  MJ1339
 MJ1339  STATE/COUNTY-  IA/UNION
 MJ1339  USGS QUAD   -  AFTON (1983)
 MJ1339
 MJ1339                         *CURRENT SURVEY CONTROL
 MJ1339  ___________________________________________________________________
 MJ1339* NAD 83(1996)-  41 02 17.16452(N)    094 12 00.24566(W)     ADJUSTED  
 MJ1339* NAVD 88     -       380.31   (+/-2cm)    1247.7    (feet)  VERTCON   
 MJ1339  ___________________________________________________________________
 MJ1339  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 MJ1339  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 MJ1339
 MJ1339  HORZ ORDER  -  FIRST
 MJ1339  VERT ORDER  -  THIRD ? (See Below)
 MJ1339
 MJ1339.The horizontal coordinates were established by classical geodetic methods
 MJ1339.and adjusted by the National Geodetic Survey in May 1999..
 MJ1339
 MJ1339.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1339.The vertical order pertains to the NGVD 29 superseded value.
 MJ1339
 MJ1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1339
 MJ1339.The geoid height was determined by GEOID03.
 MJ1339
 MJ1339;                    North         East     Units Scale Factor Converg.
 MJ1339;SPC IA S     -   115,516.150   441,136.999   MT  0.99995239   -0 27 40.1
 MJ1339;UTM  15      - 4,543,680.304   399,129.534   MT  0.99972523   -0 47 16.7
 MJ1339
 MJ1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1339!SPC IA S     -   0.99994519  x   0.99995239  =   0.99989758
 MJ1339!UTM  15      -   0.99994519  x   0.99972523  =   0.99967044
 MJ1339
 MJ1339:                Primary Azimuth Mark                     Grid Az
 MJ1339:SPC IA S     -  AFTON AZ MK                              003 49 01.0
 MJ1339:UTM  15      -  AFTON AZ MK                              004 08 37.6
 MJ1339
 MJ1339|---------------------------------------------------------------------|
 MJ1339| PID    Reference Object                     Distance      Geod. Az  |
 MJ1339|                                                           dddmmss.s |
 MJ1339| CL6712 AFTON AZ MK                                        0032120.9 |
 MJ1339| CL6718 AFTON 2 RM 5                         62.697 METERS 02533     |
 MJ1339| MJ1082 AFTON 2                              45.811 METERS 03628     |
 MJ1339| CL6713 AFTON AZ MK 2                                      0403043.9 |
 MJ1339| CL6714 AFTON RM 1                           23.798 METERS 06122     |
 MJ1339| MJ1078 PISGAH MONUMENT                     APPROX. 8.5 KM 0800619.9 |
 MJ1339| CL6715 AFTON RM 2                           26.937 METERS 12806     |
 MJ1339| MJ1081 19 RDS RESET                         34.884 METERS 12810     |
 MJ1339| MJ1080 AFTON MUNICIPAL TANK                APPROX. 1.1 KM 1603157.0 |
 MJ1339| LF1223 MICROWAVE TWR KAO 53 E ARISPE       APPROX.12.3 KM 1614832.8 |
 MJ1339| CL6716 AFTON RM 3                           17.328 METERS 18345     |
 MJ1339| MJ1090 CRESTON FARMERS COOP ELEVATOR       APPROX.14.1 KM 2781859.3 |
 MJ1339| MJ1088 CRESTON MUNICIPAL TANK              APPROX.13.6 KM 2792356.3 |
 MJ1339| MJ1083 REA RAD STA KAF 289 MAST            APPROX.16.8 KM 3065530.1 |
 MJ1339|---------------------------------------------------------------------|
 MJ1339
 MJ1339                          SUPERSEDED SURVEY CONTROL
 MJ1339
 MJ1339  NAD 83(1986)-  41 02 17.16548(N)    094 12 00.26564(W) AD(       ) 1
 MJ1339  NAD 27      -  41 02 17.20130(N)    094 11 59.43530(W) AD(       ) 1
 MJ1339  NGVD 29 (07/19/86)  380.20   (m)         1247.4    (f) LEVELING    3  
 MJ1339
 MJ1339.Superseded values are not recommended for survey control.
 MJ1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1339.See file dsdata.txt to determine how the superseded data were derived.
 MJ1339
 MJ1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF9913043680(NAD 83)
 MJ1339_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MJ1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1339+STABILITY: SURFACE MOTION
 MJ1339
 MJ1339  HISTORY     - Date     Condition        Report By
 MJ1339  HISTORY     - 1958     MONUMENTED       CGS
 MJ1339  HISTORY     - 1969     GOOD             CGS
 MJ1339  HISTORY     - 1971     GOOD             NGS
 MJ1339
 MJ1339                          STATION DESCRIPTION
 MJ1339
 MJ1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MJ1339'THE STATION WAS RECOVERED AND DIFFERENCES WERE NOTED IN THE
 MJ1339'MEASUREMENT TO THE STATION.  THE DISTANCE WEST OF THE
 MJ1339'CENTERLINE OF THE ROAD IS 32 FEET INSTEAD OF 56.2 FEET, THE
 MJ1339'DISTANCE FROM THE TRIANGULAR BLAZED PINE TREE IS 22 FEET
 MJ1339'INSTEAD OF 22.8 FEET.  IT IS 0.8 MILE NORTH-NORTHWEST OF THE
 MJ1339'CENTER OF AFTON INSTEAD OF 0.5 MILE.  THE LAST TO REACH
 MJ1339'DISTANCE IS 0.4 MILE INSTEAD OF 0.35 MILE.  THE STATION WAS
 MJ1339'PUT IN BY THE GEODIMETER PARTY IN 1956 BUT NOT CONNECTED TO
 MJ1339'TRIANGULATION.  THERE WAS NO REFERENCE MARKS OR AZIMUTH
 MJ1339'MARK PUT IN AT THAT TIME.  A COMPLETE DESCRIPTION FOLLOWS.
 MJ1339'
 MJ1339'THE STATION IS ABOUT 0.8 MILE NORTH-NORTHWEST OF THE CENTER OF
 MJ1339'AFTON, IN THE NORTHWEST QUARTER OF SECTION 16, T. 72 N., R. 29
 MJ1339'W. AND IS ON PROPERTY OWNED BY EVERETT SALE.  IT IS 86 FEET
 MJ1339'NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE PAVED ROAD
 MJ1339'AND THE DRIVEWAY TO A BARN, 79 FEET FEET SOUTH OF A FENCE
 MJ1339'CORNER, 78 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY TO THE
 MJ1339'BARN, 37 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, 29 FEET
 MJ1339'SOUTH OF A WHITE WITNESS POST AND 22 FEET SOUTHEAST OF A
 MJ1339'TRIANGULAR BLAZED PINE TREE.  THE MONUMENT IS FLUSH AND THE
 MJ1339'DISK IS STAMPED AFTON 1956.
 MJ1339'
 MJ1339'REFERENCE MARK 1 IS 42 FEET SOUTH OF THE CENTER OF A GATE,
 MJ1339'33 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 31 FEET SOUTH
 MJ1339'OF A FENCE CORNER AND 1 FOOT WEST OF A FENCE.  THE MONUMENT
 MJ1339'PROJECTS 2 INCHES AND THE DISK IS STAMPED AFTON NO 1 1956.
 MJ1339'
 MJ1339'REFERENCE MARK 2 IS 40 FEET NORTHEAST OF THE CENTER OF THE
 MJ1339'INTERSECTION OF THE PAVED ROAD AND THE DRIVEWAY TO THE BARN,
 MJ1339'33 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD AND 1 FOOT
 MJ1339'WEST OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 MJ1339'IS STAMPED AFTON NO 2 1956.
 MJ1339'
 MJ1339'THE AZIMUTH MARK IS 86 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 MJ1339'OF A FRAME HOUSE, 27 FEET SOUTHEAST OF THE CENTER OF THE
 MJ1339'INTRSECTION OF THE PAVED ROAD AND A DRIVEWAY TO THE HOUSE,
 MJ1339'25 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 10 FEET SOUTH
 MJ1339'OF THE CENTERLINE OF THE DRIVEWAY, 1 FOOT WEST OF A FENCE AND 1
 MJ1339'FOOT SOUTH OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS
 MJ1339'2 INCHES AND THE DISK IS STAMPED AFTON 1956.
 MJ1339'
 MJ1339'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND
 MJ1339'169 AT THE NORTH EDGE OF AFTON, GO WEST ON HIGHWAY 34 FOR 0.1
 MJ1339'MILE TO A CROSSROAD.  TURN RIGHT, NORTH, FOR 0.4 MILE TO THE
 MJ1339'STATION ON THE LEFT.
 MJ1339'
 MJ1339'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE PAVED
 MJ1339'ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT, EAST, SIDE OF THE
 MJ1339'ROAD.
 MJ1339'
 MJ1339'HEIGHT OF LIGHT 30 METERS ABOVE GROUND.
 MJ1339
 MJ1339                          STATION RECOVERY (1969)
 MJ1339
 MJ1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MJ1339'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 MJ1339'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH
 MJ1339'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION BUT THE MARKS
 MJ1339'WERE IN THE WAY OF ROAD CONSTRUCTION AND HAD TO BE MOVED.
 MJ1339'THE DISTANCE TO REFERENCE MARK NO. 1 CHECKED BY THE DIRECTION
 MJ1339'MISSED BY 2 MINUTES 18 SECONDS.  THE DISTANCE TO REFERENCE
 MJ1339'MARK NO. 2 FAILED TO CHECK BY +0.08 FEET BUT THE DIRECTION
 MJ1339'CHECKED.
 MJ1339'
 MJ1339'REFERENCE MARK NO. 3, AZIMUTH MARK, AND 19RDS RESET (USGS)
 MJ1339'WERE ESTABLISHED.
 MJ1339'
 MJ1339'FOLLOWING IS A NEW DESCRIPTION.
 MJ1339'
 MJ1339'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 169
 MJ1339'AND 34 IN AFTON, GO WEST ON U.S. HIGHWAY 34 FOR 0.15 MILE TO
 MJ1339'JUNCTION OF PIERCE STREET.  TURN RIGHT AND GO NORTH ON PIERCE
 MJ1339'STREET FOR 0.35 MILE TO THE STATION ON THE LEFT.
 MJ1339'
 MJ1339'STATION MARK, A STANDARD DISK STAMPED AFTON 1956, IS SET IN THE
 MJ1339'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 MJ1339'OF THE GROUND.  IT IS 86 FEET NORTHWEST OF THE CENTER OF
 MJ1339'SURFACED ROAD AND DRIVEWAY LEADING TO A BARN, 59 FEET NORTHEAST
 MJ1339'OF A WATER VALVE, 58 FEET NORTH OF A TELEPHONE POLE, 37 FEET
 MJ1339'WEST OF THE CENTER OF THE SURFACED ROAD, AND 1 FOOT SOUTH OF A
 MJ1339'METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 MJ1339'
 MJ1339'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED AFTON 1956 NO. 3
 MJ1339'1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MJ1339'2 INCHES.  IT IS 41 FEET WEST OF THE CENTER OF THE SURFACED ROAD,
 MJ1339'21 FEET NORTH OF THE DRIVEWAY, AND 1.5 FEET NORTH-NORTHWEST OF
 MJ1339'A TELEPHONE POLE.
 MJ1339'
 MJ1339'19 RDS RESET, A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 MJ1339'19 RDS RESET 1969, CRIMPED ON THE TOP OF A COPPER ROD WHICH IS
 MJ1339'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 138 FEET
 MJ1339'SOUTH OF AN EAST-WEST FENCE, 6 FEET NORTH AND 54 FEET EAST OF
 MJ1339'COUNTY ROAD AND DRIVEWAY LEADING WEST, 2 FEET WEST OF THE
 MJ1339'RIGHT-OF-WAY FENCE, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 MJ1339'
 MJ1339'AZIMUTH MARK, A STANDARD DISK STAMPED AFTON 1956 1969, IS SET IN
 MJ1339'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 MJ1339'
 MJ1339'AZIMUTH MARK IS 0.1 MILE SOUTH OF A T-INTERSECTION, 28.5 FEET
 MJ1339'WEST OF THE CENTER OF A GRAVELED ROAD, 23 FEET NORTH OF A
 MJ1339'TELEPHONE POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST, AND 1
 MJ1339'FOOT EAST OF A FENCE.
 MJ1339'
 MJ1339'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS
 MJ1339'169 AND 34 IN AFTON, GO NORTH, EAST, AND THEN NORTH ON A GRAVELED
 MJ1339'ROAD FOR 2.0 MILES TO THE AZIMUTH MARK ON THE LEFT.
 MJ1339'
 MJ1339'U.S. GEOLOGICAL SURVEY.
 MJ1339'
 MJ1339'AFTON 1956.
 MJ1339'
 MJ1339'19 RDS RESET (USGS).
 MJ1339'
 MJ1339'NOTE--A TRAVERSE CONNECTIN WAS MADE TO 19 RDS RESET.
 MJ1339'
 MJ1339'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILE
 MJ1339'NNW OF AFTON.
 MJ1339
 MJ1339                          STATION RECOVERY (1971)
 MJ1339
 MJ1339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MJ1339'THE STATION MARK, REFERENCE MARK NO. 3, B.M. 19 RDS (U.S.G.S.) 1969,
 MJ1339'AND THE AZIMUTH MARK WERE RECOVERED AND ALL MARKS WERE FOUND
 MJ1339'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 MJ1339'MARKS CHECKED BUT THE DIRECTION BETWEEN THE AZIMUTH MARK AND
 MJ1339'THE AFTON, MUNICIPAL WATER TANK, 1956 FAILED TO CHECK BY 12.9
 MJ1339'SECONDS.  DUE TO THE RELOCATION OF U.S. HIGHWAY 34, THE STATION
 MJ1339'MARK, REFERENCE MARK NO. 38 AND 19 RDS RESET (U.S.G.S.) WERE
 MJ1339'IN THE WAY OF ROAD CONSTRUCTION AND WERE DESTROYED AT THE
 MJ1339'REQUEST OF THE IOWA STATE HIGHWAY DEPARTMENT.  THE AZIMUTH
 MJ1339'MARK WAS NOT IN THE WAY OF CONSTRUCTION AND WAS USED AS THE
 MJ1339'AZIMUTH MARK FOR AFTON 2.
 MJ1339'
 MJ1339'AFTON 2 WAS ESTABLISHED ACROSS THE COUNTY ROAD NORTHEAST OF
 MJ1339'THE ORIGINAL STATION.  FOR FURTHER INFORMATION SEE THE
 MJ1339'DESCRIPTION FOR AFTON 2 1971.
 MJ1339'
 MJ1339'AFTON 1956 TO AFTON 2 1971 IS -0.044 METERS.
 MJ1339'
 MJ1339'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.8
 MJ1339'MILE NNW OF AFTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1082 ***********************************************************************
 MJ1082  DESIGNATION -  AFTON 2
 MJ1082  PID         -  MJ1082
 MJ1082  STATE/COUNTY-  IA/UNION
 MJ1082  USGS QUAD   -  AFTON (1983)
 MJ1082
 MJ1082                         *CURRENT SURVEY CONTROL
 MJ1082  ___________________________________________________________________
 MJ1082* NAD 83(1996)-  41 02 18.35871(N)    094 11 59.07980(W)     ADJUSTED  
 MJ1082* NAVD 88     -       380.27   (+/-2cm)    1247.6    (feet)  VERTCON   
 MJ1082  ___________________________________________________________________
 MJ1082  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 MJ1082  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 MJ1082
 MJ1082  HORZ ORDER  -  THIRD
 MJ1082  VERT ORDER  -  THIRD ? (See Below)
 MJ1082
 MJ1082.The horizontal coordinates were established by classical geodetic methods
 MJ1082.and adjusted by the National Geodetic Survey in May 1999..
 MJ1082.No horizontal observational check was made to the station.
 MJ1082
 MJ1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1082.The vertical order pertains to the NGVD 29 superseded value.
 MJ1082
 MJ1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1082
 MJ1082.The geoid height was determined by GEOID03.
 MJ1082
 MJ1082;                    North         East     Units Scale Factor Converg.
 MJ1082;SPC IA S     -   115,552.767   441,164.524   MT  0.99995237   -0 27 39.3
 MJ1082;UTM  15      - 4,543,716.755   399,157.262   MT  0.99972516   -0 47 16.0
 MJ1082
 MJ1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1082!SPC IA S     -   0.99994520  x   0.99995237  =   0.99989757
 MJ1082!UTM  15      -   0.99994520  x   0.99972516  =   0.99967037
 MJ1082
 MJ1082:                Primary Azimuth Mark                     Grid Az
 MJ1082:SPC IA S     -  AFTON AZ MK                              041 02 58.9
 MJ1082:UTM  15      -  AFTON AZ MK                              041 22 35.6
 MJ1082
 MJ1082|---------------------------------------------------------------------|
 MJ1082| PID    Reference Object                     Distance      Geod. Az  |
 MJ1082|                                                           dddmmss.s |
 MJ1082| CL6712 AFTON AZ MK                                        0403519.6 |
 MJ1082| MJ1339 AFTON                                45.811 METERS 21628     |
 MJ1082| CL6717 AFTON 2 RM 4                         37.118 METERS 27156     |
 MJ1082| CL6718 AFTON 2 RM 5                         19.735 METERS 35926     |
 MJ1082|---------------------------------------------------------------------|
 MJ1082
 MJ1082                          SUPERSEDED SURVEY CONTROL
 MJ1082
 MJ1082  NAD 83(1986)-  41 02 18.35967(N)    094 11 59.09978(W) AD(       ) 3
 MJ1082  NAD 27      -  41 02 18.39546(N)    094 11 58.26938(W) AD(       ) 3
 MJ1082  NGVD 29 (07/19/86)  380.16   (m)         1247.2    (f) LEVELING    3  
 MJ1082
 MJ1082.Superseded values are not recommended for survey control.
 MJ1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1082.See file dsdata.txt to determine how the superseded data were derived.
 MJ1082
 MJ1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF9915743717(NAD 83)
 MJ1082_MARKER: DS = TRIANGULATION STATION DISK
 MJ1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1082_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1082
 MJ1082  HISTORY     - Date     Condition        Report By
 MJ1082  HISTORY     - 1971     MONUMENTED       NGS
 MJ1082  HISTORY     - 20060625 GOOD             GEOCAC
 MJ1082
 MJ1082                          STATION DESCRIPTION
 MJ1082
 MJ1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MJ1082'THE STATION IS ABOUT 0.8 MILE NORTH-NORTHWEST OF THE CENTER OF
 MJ1082'AFTON, AT THE NORTH SIDE OF A FIELD APPROACH, AND IN SECTION 16,
 MJ1082'T. 72 N., R. 29 W.
 MJ1082'
 MJ1082'TO REACH THE STATION FROM THE OLD JUNCTION OF U.S. HIGHWAYS 34 AND
 MJ1082'169 AT AFTON, GO WEST ON OLD U.S. HIGHWAY 34 FOR 0.15 MILE TO THE
 MJ1082'JUNCTION OF PIERCE STREET.  TURN RIGHT AND GO NORTH ON PIERCE
 MJ1082'STREET FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 MJ1082'
 MJ1082'STATION MARKS ARE STANDARD DISK STAMPED AFTON 2 1971.  THE SURFACE
 MJ1082'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 MJ1082'INCHES.  IT IS 53 FEET NORTH OF AN EAST-WEST FENCE, 52 FEET EAST
 MJ1082'OF THE CENTER OF A COUNTY ROAD, 29 FEET NORTH OF THE CENTER OF A
 MJ1082'FIELD APPROACH, 1.5 FEET EAST OF A FENCE, 1 FOOT NORTH OF A METAL
 MJ1082'WITNESS POST, AND AT THE NORTH SIDE OF NEW U.S. HIGHWAY 34.
 MJ1082'
 MJ1082'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED AFTON 2 NO. 4
 MJ1082'1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MJ1082'3 INCHES.  IT IS 71 FEET WEST OF THE CENTER OF THE COUNTY ROAD
 MJ1082'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 MJ1082'
 MJ1082'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED AFTON 2 NO. 5
 MJ1082'1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MJ1082'2 INCHES.  IT 51 FEET EAST OF THE CENTER OF THE COUNTY ROAD AND
 MJ1082'0.5 FEET EAST OF A FENCE.
 MJ1082'
 MJ1082'AZIMUTH MARK, A STANDARD DISK STAMPED AFTON 1956 1969, IS SET IN
 MJ1082'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 MJ1082'0.1 MILE SOUTH OF A T-INTERSECTION, 28.5 FEET WEST OF THE CENTER
 MJ1082'OF A GRAVELED ROAD, 23 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET
 MJ1082'SOUTH OF A METAL WITNESS POST, AND 1 FOOT EAST OF A FENCE.
 MJ1082'
 MJ1082'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF OLD U.S. HIGHWAY
 MJ1082'34 AND U.S. HIGHWAY 169 AT AFTON, GO NORTH, EAST, AND THEN NORTH
 MJ1082'AGAIN ON A GRAVELED ROAD FOR 2.0 MILES TO THE AZIMUTH MARK ON THE
 MJ1082'LEFT.
 MJ1082
 MJ1082                          STATION RECOVERY (2006)
 MJ1082
 MJ1082'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MJ1082'ABOUT 800 FT NORTH OF PRESENT HWY 34 ON EAST SIDE OF CREAMERY RD
 MJ1082'(COUNTY P53). RM4 VISIBILE ABOUT 15 FT WEST OF FENCE IN MOWED LAWN.
 MJ1082'RM5 AS DESCRIBED BUT NO WITNESS POST. AZ MARK NOT SEARCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0445 ***********************************************************************
 LE0445  DESIGNATION -  AGENCY
 LE0445  PID         -  LE0445
 LE0445  STATE/COUNTY-  IA/WAPELLO
 LE0445  USGS QUAD   -  AGENCY (1976)
 LE0445
 LE0445                         *CURRENT SURVEY CONTROL
 LE0445  ___________________________________________________________________
 LE0445* NAD 83(1996)-  40 59 45.68179(N)    092 18 36.15356(W)     ADJUSTED  
 LE0445* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 LE0445  ___________________________________________________________________
 LE0445  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 LE0445  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LE0445
 LE0445  HORZ ORDER  -  FIRST
 LE0445
 LE0445.The horizontal coordinates were established by classical geodetic methods
 LE0445.and adjusted by the National Geodetic Survey in May 1999..
 LE0445
 LE0445.The orthometric height was scaled from a topographic map.
 LE0445
 LE0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0445
 LE0445.The geoid height was determined by GEOID03.
 LE0445
 LE0445;                    North         East     Units Scale Factor Converg.
 LE0445;SPC IA S     -   111,291.310   600,115.644   MT  0.99995473   +0 47 01.8
 LE0445;UTM  15      - 4,538,544.761   558,030.155   MT  0.99964145   +0 27 09.5
 LE0445
 LE0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0445!SPC IA S     -   0.99996639  x   0.99995473  =   0.99992112
 LE0445!UTM  15      -   0.99996639  x   0.99964145  =   0.99960785
 LE0445
 LE0445:                Primary Azimuth Mark                     Grid Az
 LE0445:SPC IA S     -  HEDRICK MUNICIPAL TANK                   359 17 06.0
 LE0445:UTM  15      -  HEDRICK MUNICIPAL TANK                   359 36 58.3
 LE0445
 LE0445|---------------------------------------------------------------------|
 LE0445| PID    Reference Object                     Distance      Geod. Az  |
 LE0445|                                                           dddmmss.s |
 LE0445| MH0520 HEDRICK MUNICIPAL TANK              APPROX.19.6 KM 0000407.8 |
 LE0445| CL8781 AGENCY RM 1                          46.375 METERS 04349     |
 LE0445| CL8782 AGENCY RM 2                          31.404 METERS 13450     |
 LE0445| CL8783 AGENCY RM 3                          31.861 METERS 22745     |
 LE0445| MH0537 OTTUMWA JOHN DEERE PLANT TANK       APPROX. 8.6 KM 2763610.8 |
 LE0445| MH0525 OTTUMWA JOHN MORRELL CO STACK       APPROX. 7.1 KM 2781749.8 |
 LE0445| MH0527 OTTUMWA J MORRELL CO LGE STACK      APPROX. 7.0 KM 2794347.3 |
 LE0445| MH0531 OTTUMWA MUNICIPAL TANK              APPROX. 8.4 KM 2981108.2 |
 LE0445| CL8779 AGENCY AZ MK                                       3044652.6 |
 LE0445| CL8780 AGENCY AZ MK RESET                                 3045222.6 |
 LE0445|---------------------------------------------------------------------|
 LE0445
 LE0445                          SUPERSEDED SURVEY CONTROL
 LE0445
 LE0445  NAD 83(1986)-  40 59 45.68672(N)    092 18 36.16578(W) AD(       ) 1
 LE0445  NAD 27      -  40 59 45.62850(N)    092 18 35.50760(W) AD(       ) 1
 LE0445
 LE0445.Superseded values are not recommended for survey control.
 LE0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0445.See file dsdata.txt to determine how the superseded data were derived.
 LE0445
 LE0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF5803038545(NAD 83)
 LE0445_MARKER: DS = TRIANGULATION STATION DISK
 LE0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0445_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0445
 LE0445  HISTORY     - Date     Condition        Report By
 LE0445  HISTORY     - 1934     MONUMENTED       CGS
 LE0445  HISTORY     - 1956     GOOD             CGS
 LE0445
 LE0445                          STATION DESCRIPTION
 LE0445
 LE0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0445'STATION IS LOCATED IN THE VILLAGE OF AGENCY, ABOUT 6 MILES E OF
 LE0445'OTTUMWA IN NW 1/4 SEC. 36, T 72 N, R 13 W, ON THE GROUNDS OF THE
 LE0445'AGENCY SCHOOL.  THE MARK IS SET NEAR THE SW CORNER OF THE
 LE0445'SCHOOLYARD, 24 FEET N OF THE N EDGE OF THE SIDEWALK OF CHURCH
 LE0445'STREET, 32-1/2 FEET E OF THE E EDGE OF THE SIDEWALK OF HAZEL
 LE0445'STREET, 41 FEET NE OF THE SW CORNER OF THE SCHOOLYARD, 174 FEET
 LE0445'W OF THE SW CORNER OF THE SCHOOLHOUSE AND IS FLUSH WITH THE
 LE0445'SURFACE OF THE GROUND.
 LE0445'
 LE0445'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LE0445'BRONZE DISKS SET IN CONCRETE.
 LE0445'
 LE0445'REFERENCE MARK NO. 1 IS NE OF THE STATION, 19 FEET S OF THE
 LE0445'CENTER LINE OF WASHINGTON STREET, 82-1/2 FEET WNW OF THE NW
 LE0445'CORNER OF THE SHCOOLHOUSE AND PROJECTS 2 INCHES ABOVE THE GROUND.
 LE0445'
 LE0445'REFERENCE MARK NO. 2 IS SE OF THE STATION ON THE S EDGE OF THE
 LE0445'RIGHT-OF-WAY OF CHURCH STREET, 24 FEET S OF THE CENTER LINE OF
 LE0445'THE STREET AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LE0445'
 LE0445'AZIMUTH MARK IS NW OF THE STATION, 50 FEET E OF THE W EDGE OF THE
 LE0445'CORPORATION LIMITS OF THE VILLAGE OF AGENCY, 14 FEET N OF THE
 LE0445'FENCE LINE, 46 FEET N OF THE CENTER LINE OF U.S. HIGHWAY 34 AND
 LE0445'PROJECTS 10 INCHES ABOVE THE GROUND.
 LE0445'
 LE0445'TO REACH FROM THE VILLAGE OF AGENCY GO N 1 BLOCK FROM THE MAIN
 LE0445'STREET TO THE AGENCY SCHOOL AND STATION.
 LE0445'
 LE0445'ALL LIGHTS CAME INTO VIEW AT 65 FEET.
 LE0445
 LE0445                          STATION RECOVERY (1956)
 LE0445
 LE0445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 LE0445'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 LE0445'TO BE IN GOOD CONDITION.  REFERENCE MARK 1 AND AZIMUTH MARK HAVE
 LE0445'BEEN DESTROYED.  A NEW REFERENCE MARK 3 AND AZIMUTH MARK WERE
 LE0445'SET.  A COMPLETE NEW DESCRIPTION IS AS FOLLOWS- STATION IS IN
 LE0445'THE VILLAGE OF AGENCY, ABOUT 6 MILES EAST OF OTTUMWA, IN THE
 LE0445'NORTHWEST QUARTER OF SECTION 36, T 72 N., R 13 W, ON THE GROUNDS
 LE0445'OF AGENCY SCHOOL.
 LE0445'
 LE0445'TO REACH STATION FROM POST OFFICE, IN AGENCY, GO WEST ON
 LE0445'U.S. HIGHWAY 34 FOR 0.2 MILE TO SIDE STREET ON RIGHT, TURN RIGHT,
 LE0445'GO 0.1 MILE TO STATION IN NORTHWEST ANGLE OF STREET INTERSECTION.
 LE0445'TO REACH AZIMUTH MARK, GO NORTH FROM STATION FOR 0.1 MILE TO
 LE0445'STREET INTERSECTION- TURN LEFT, GO WEST FOR 0.25 MILE TO JUNCTION
 LE0445'WITH PAVED ROAD AND AZIMUTH MARK ON THE RIGHT.
 LE0445'
 LE0445'STATION MARK, A STANDARD DISK, STAMPED AGENCY 1934, IS SET IN A
 LE0445'ROUND CONCRETE POST WHICH IS SET 14 INCHES BELOW GROUND SURFACE.
 LE0445'IT IS 66.5 FEET WEST OF THE SOUTHWEST CORNER OF SCHOOL HOUSE,
 LE0445'79 FEET SOUTH-SOUTHEAST OF SOUTHWEST CORNER OF SCHOOL SHOP, AND
 LE0445'42 FEET NORTH OF FIRE HYDRANT.
 LE0445'
 LE0445'REFERENCE MARK 2, A STANDARD DISK, STAMPED AGENCY NO 2 1934, IS
 LE0445'SET IN A ROUND CONCRETE POST WHICH IS SET FLUSH WITH GROUND
 LE0445'SURFACE.  IT IS 85 FEET SOUTH OF SOUTHWEST CORNER OF SCHOOL
 LE0445'HOUSE, AND 57 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE
 LE0445'IN SOUTHEAST ANGLE OF STREET INTERSECTION.
 LE0445'
 LE0445'REFERENCE MARK 3, A STANDARD DISK, STAMPED AGENCY NO 3 1934, IS SET
 LE0445'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 63 FEET
 LE0445'SOUTHWEST OF FIRE HYDRANT, 25 FEET SOUTH OF DRIVEWAY, AND 18 FEET
 LE0445'WEST OF CENTER OF NORTH-SOUTH STREET.
 LE0445'
 LE0445'AZIMUTH MARK, A STANDARD DISK, STAMPED AGENCY 1934 RESET 1956, IS
 LE0445'SET IN A SQUARE CONCRETE POST WHICH IS SET FLUSH WITH GROUND
 LE0445'SURFACE.  IT IS 313 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF
 LE0445'WHITHAM NURSERIES BUILDING, 46 FEET NORTH OF CENTER OF PAVED
 LE0445'ROAD, AND 1 FOOT EAST OF POWER LINE POLE.
 LE0445'
 LE0445'NOTE-- A 77 FT. TOWER WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0444 ***********************************************************************
 LE0444  DESIGNATION -  AGENCY MUNICIPAL TANK
 LE0444  PID         -  LE0444
 LE0444  STATE/COUNTY-  IA/WAPELLO
 LE0444  USGS QUAD   -  AGENCY (1976)
 LE0444
 LE0444                         *CURRENT SURVEY CONTROL
 LE0444  ___________________________________________________________________
 LE0444* NAD 83(1996)-  40 59 39.22325(N)    092 18 14.46440(W)     ADJUSTED  
 LE0444* NAVD 88     -                                                        
 LE0444  ___________________________________________________________________
 LE0444  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 LE0444  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LE0444
 LE0444  HORZ ORDER  -  THIRD
 LE0444
 LE0444.The horizontal coordinates were established by classical geodetic methods
 LE0444.and adjusted by the National Geodetic Survey in May 1999..
 LE0444
 LE0444
 LE0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0444
 LE0444.The geoid height was determined by GEOID03.
 LE0444
 LE0444;                    North         East     Units Scale Factor Converg.
 LE0444;SPC IA S     -   111,099.055   600,625.238   MT  0.99995484   +0 47 16.1
 LE0444;UTM  15      - 4,538,349.624   558,538.470   MT  0.99964217   +0 27 23.6
 LE0444
 LE0444                          SUPERSEDED SURVEY CONTROL
 LE0444
 LE0444  NAD 83(1986)-  40 59 39.22810(N)    092 18 14.47640(W) AD(       ) 4
 LE0444  NAD 27      -  40 59 39.17000(N)    092 18 13.82000(W) AD(       ) 3
 LE0444
 LE0444.Superseded values are not recommended for survey control.
 LE0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0444.See file dsdata.txt to determine how the superseded data were derived.
 LE0444
 LE0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF5853838350(NAD 83)
 LE0444_MARKER: 53 = ELEVATED TANK
 LE0444
 LE0444  HISTORY     - Date     Condition        Report By
 LE0444  HISTORY     - 1956     FIRST OBSERVED   CGS
 LE0444
 LE0444                          STATION DESCRIPTION
 LE0444
 LE0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 LE0444'THE STATION IS LOCATED IN THE SOUTHEAST PART OF AGENCY, ABOUT 1
 LE0444'BLOCK NORTH OF U.S. HIGHWAY 34.
 LE0444'
 LE0444'THE STATION IS THE BALL ATOP THE WATER TANK WHICH IS ELEVATED ON A
 LE0444'4-LEGGED STEEL STRUCTURE ABOUT 110 FEET IN HEIGHT.  IT IS SILVER
 LE0444'COLOR WITH RED ROOF AND HAS BLACK LETTERS AGENCY ON THE EAST AND
 LE0444'WEST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0827 ***********************************************************************
 MG0827  DESIGNATION -  AINS
 MG0827  PID         -  MG0827
 MG0827  STATE/COUNTY-  IA/WASHINGTON
 MG0827  USGS QUAD   -  AINSWORTH (1970)
 MG0827
 MG0827                         *CURRENT SURVEY CONTROL
 MG0827  ___________________________________________________________________
 MG0827* NAD 83(1996)-  41 17 53.82828(N)    091 36 04.38621(W)     ADJUSTED  
 MG0827* NAVD 88     -       229.1    (meters)     752.     (feet)  VERTCON   
 MG0827  ___________________________________________________________________
 MG0827  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 MG0827  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MG0827
 MG0827  HORZ ORDER  -  SECOND
 MG0827
 MG0827.The horizontal coordinates were established by classical geodetic methods
 MG0827.and adjusted by the National Geodetic Survey in May 1999..
 MG0827
 MG0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0827
 MG0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0827
 MG0827.The geoid height was determined by GEOID03.
 MG0827
 MG0827;                    North         East     Units Scale Factor Converg.
 MG0827;SPC IA S     -   145,908.775   659,011.345   MT  0.99994981   +1 15 02.6
 MG0827;UTM  15      - 4,572,814.007   617,109.248   MT  0.99976878   +0 55 23.8
 MG0827
 MG0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0827!SPC IA S     -   0.99996922  x   0.99994981  =   0.99991903
 MG0827!UTM  15      -   0.99996922  x   0.99976878  =   0.99973801
 MG0827
 MG0827|---------------------------------------------------------------------|
 MG0827| PID    Reference Object                     Distance      Geod. Az  |
 MG0827|                                                           dddmmss.s |
 MG0827| CL8793 AINS RM 1                            29.688 METERS 01503     |
 MG0827| MG0824 HASK                                APPROX. 6.0 KM 0554537.6 |
 MG0827| MG0825 AINSWORTH MUN WATER TANK            APPROX. 4.0 KM 1025654.2 |
 MG0827| CL8794 AINS RM 2                            20.702 METERS 28526     |
 MG0827|---------------------------------------------------------------------|
 MG0827
 MG0827                          SUPERSEDED SURVEY CONTROL
 MG0827
 MG0827  NAD 83(1986)-  41 17 53.82787(N)    091 36 04.39798(W) AD(       ) 2
 MG0827  NAD 27      -  41 17 53.75520(N)    091 36 03.81676(W) AD(       ) 2
 MG0827  NGVD 29 (07/19/86)  229.1    (m)          752.     (f) VERT ANG       
 MG0827
 MG0827.Superseded values are not recommended for survey control.
 MG0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0827.See file dsdata.txt to determine how the superseded data were derived.
 MG0827
 MG0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF1710972814(NAD 83)
 MG0827_MARKER: DD = SURVEY DISK
 MG0827_SETTING: 0 = UNSPECIFIED SETTING
 MG0827
 MG0827  HISTORY     - Date     Condition        Report By
 MG0827  HISTORY     - 1968     MONUMENTED       USGS
 MG0827
 MG0827                          STATION DESCRIPTION
 MG0827
 MG0827'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0827'THE STATION IS LOCATED ABOUT 5.0 MI E. OF WASHINGTON AND ABOUT
 MG0827'2.5 MI W. OF AINSWORTH NEAR S. SIXTEENTH COR. BETWEEN SECS. 13
 MG0827'AND 18, T. 75 N., RS. 6 AND 7 W., IN THE RIGHT-OF-WAY OF THE
 MG0827'C.R.I. AND P. RR., NEAR A CROSSING OF A N.-S. GRAVEL RD.
 MG0827'
 MG0827'TO REACH THE STATION FROM THE POST OFFICE AT WASHINGTON, DRIVE
 MG0827'2 BLOCKS S. ON MARION AVE. AND 2 BLOCKS E. ON WASHINGTON ST. TO
 MG0827'JCT. WITH STATE HWY. 92, CONTINUE E. OF STATE HWY. 92 FOR 4.85
 MG0827'MI TO JCT. OF A GRAVEL RD. LEADING N., TURN LEFT ON GRAVEL RD. AND
 MG0827'DRIVE N. FOR 0.25 MI TO RR. CROSSING AND STATION ON THE LEFT.
 MG0827'
 MG0827'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED
 MG0827'AINS 1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN
 MG0827'FLUSH WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MG0827'
 MG0827'STATION MARK IS 98 FT W.-SW. OF RR. AND GRAVEL RD. CROSSING,
 MG0827'45 FT S. OF S. RAIL OF SINGLE TRACK AND 2 FT N. OF RIGHT-OF-WAY
 MG0827'FENCE AND A METAL WITNESS POST.
 MG0827'
 MG0827'REFERENCE MARK NO. 1 IS 97.40 FT (29.688 M.) N. OF STATION, 47
 MG0827'FT N. OF N. RAIL, 73 FT W. OF CENTER OF N.-S. GRAVEL RD., 40 FT
 MG0827'W. OF A FENCE COR. AND 2 FT S. OF RIGHT-OF-WAY FENCE AND METAL
 MG0827'WITNESS POST.
 MG0827'
 MG0827'REFERENCE MARK NO. 2 IS 67.92 FT (20.702 M.) W. OF STATION, 46
 MG0827'FT S. OF S. RAIL, 14 FT S. OF A TELEPHONE POLE AND 0.5 FT N. OF
 MG0827'RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0827'
 MG0827'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0825 ***********************************************************************
 MG0825  DESIGNATION -  AINSWORTH MUN WATER TANK
 MG0825  PID         -  MG0825
 MG0825  STATE/COUNTY-  IA/WASHINGTON
 MG0825  USGS QUAD   -  AINSWORTH (1970)
 MG0825
 MG0825                         *CURRENT SURVEY CONTROL
 MG0825  ___________________________________________________________________
 MG0825* NAD 83(1996)-  41 17 24.45124(N)    091 33 15.18121(W)     ADJUSTED  
 MG0825* NAVD 88     -                                                        
 MG0825  ___________________________________________________________________
 MG0825  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 MG0825  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MG0825
 MG0825  HORZ ORDER  -  THIRD
 MG0825
 MG0825.The horizontal coordinates were established by classical geodetic methods
 MG0825.and adjusted by the National Geodetic Survey in May 1999..
 MG0825
 MG0825
 MG0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0825
 MG0825.The geoid height was determined by GEOID03.
 MG0825
 MG0825;                    North         East     Units Scale Factor Converg.
 MG0825;SPC IA S     -   145,089.755   662,967.046   MT  0.99994958   +1 16 54.1
 MG0825;UTM  15      - 4,571,972.536   621,059.511   MT  0.99978036   +0 57 14.9
 MG0825
 MG0825                          SUPERSEDED SURVEY CONTROL
 MG0825
 MG0825  NAD 83(1986)-  41 17 24.44946(N)    091 33 15.19323(W) AD(       ) 4
 MG0825  NAD 27      -  41 17 24.37309(N)    091 33 14.61720(W) AD(       ) 3
 MG0825
 MG0825.Superseded values are not recommended for survey control.
 MG0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0825.See file dsdata.txt to determine how the superseded data were derived.
 MG0825
 MG0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2106071973(NAD 83)
 MG0825_MARKER: 53 = ELEVATED TANK
 MG0825
 MG0825  HISTORY     - Date     Condition        Report By
 MG0825  HISTORY     - 1968     FIRST OBSERVED   USGS
 MG0825  HISTORY     - 20051029 GOOD             GEOCAC
 MG0825
 MG0825                          STATION DESCRIPTION
 MG0825
 MG0825'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0825'THE STATION IS THE FINIAL ON TOP OF THE MUNICIPAL WATER TANK
 MG0825'IN AINSWORTH, NEAR THE N. EDGE OF TOWN.  THE TANK IS CYLINDRICAL,
 MG0825'METAL WITH A CONICAL TOP ON 4 STEEL LEGS ABOUT 100 FT
 MG0825'HIGH.  INTERSECTED FROM STATIONS AINS, HASK, AND HASK
 MG0825'AZIMUTH MARK.
 MG0825
 MG0825                          STATION RECOVERY (2005)
 MG0825
 MG0825'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0825'AS DESCRIBED, LOCATED ON NORTH SIDE OF ALLEY IN MIDDLE OF BLOCK
 MG0825'BOUNDED BY LINCOLN, WASHINGTON, 4TH, AND 5TH STREETS. NEWER TANK HAS
 MG0825'ALSO BEEN CONSTRUCTED IN TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1164 ***********************************************************************
 OO1164  CBN         -  This is a Cooperative Base Network Control Station.
 OO1164  PACS        -  This is a Primary Airport Control Station.
 OO1164  DESIGNATION -  AIR
 OO1164  PID         -  OO1164
 OO1164  STATE/COUNTY-  IA/CERRO GORDO
 OO1164  USGS QUAD   -  CLEAR LAKE EAST (1972)
 OO1164
 OO1164                         *CURRENT SURVEY CONTROL
 OO1164  ___________________________________________________________________
 OO1164* NAD 83(1996)-  43 09 01.20295(N)    093 20 10.35323(W)     ADJUSTED  
 OO1164* NAVD 88     -       364.14   (meters)    1194.7    (feet)  GPS OBS   
 OO1164  ___________________________________________________________________
 OO1164  X           -    -271,234.505 (meters)                     COMP
 OO1164  Y           -  -4,652,893.142 (meters)                     COMP
 OO1164  Z           -   4,339,930.997 (meters)                     COMP
 OO1164  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 OO1164  ELLIP HEIGHT-         335.82  (meters)          (06/15/04) GPS OBS
 OO1164  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 OO1164
 OO1164  HORZ ORDER  -  B
 OO1164  ELLP ORDER  -  FOURTH    CLASS I
 OO1164
 OO1164.This mark is at Mason City Municipal Airport (MCW)
 OO1164
 OO1164.The horizontal coordinates were established by GPS observations
 OO1164.and adjusted by the National Geodetic Survey in August 1997..
 OO1164
 OO1164.The orthometric height was determined by GPS observations and a
 OO1164.high-resolution geoid model.
 OO1164
 OO1164.GPS derived orthometric heights for airport stations designated as
 OO1164.PACS or SACS are published to 2 decimal places.  This maintains
 OO1164.centimeter relative accuracy between the PACS and SACS.  It does
 OO1164.not indicate centimeter accuracy relative to other marks which are
 OO1164.part of the NAVD 88 network.
 OO1164
 OO1164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1164
 OO1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1164
 OO1164.The ellipsoidal height was determined by GPS observations
 OO1164.and is referenced to NAD 83.
 OO1164
 OO1164.The geoid height was determined by GEOID03.
 OO1164
 OO1164;                    North         East     Units Scale Factor Converg.
 OO1164;SPC IA N     - 1,183,330.900 1,513,322.787   MT  0.99998082   +0 06 39.6
 OO1164;UTM  15      - 4,777,564.223   472,663.034   MT  0.99960919   -0 13 47.8
 OO1164
 OO1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1164!SPC IA N     -   0.99994734  x   0.99998082  =   0.99992816
 OO1164!UTM  15      -   0.99994734  x   0.99960919  =   0.99955655
 OO1164
 OO1164|---------------------------------------------------------------------|
 OO1164| PID    Reference Object                     Distance      Geod. Az  |
 OO1164|                                                           dddmmss.s |
 OO1164| OO1163 MASON CITY AIRPORT BEACON           248.708 METERS 02703     |
 OO1164| OO1162 MASON CITY CO COMM SYS MAST         APPROX. 3.9 KM 0962935.9 |
 OO1164| CI5004 AIR RM 1                             16.477 METERS 13901     |
 OO1164| CI5005 AIR RM 2                             16.018 METERS 22806     |
 OO1164|---------------------------------------------------------------------|
 OO1164
 OO1164                          SUPERSEDED SURVEY CONTROL
 OO1164
 OO1164  ELLIP H (08/25/97)  335.85   (m)                       GP(       ) 4 1
 OO1164  NAD 83(1986)-  43 09 01.19524(N)    093 20 10.34400(W) AD(       ) 1
 OO1164  NAD 27      -  43 09 01.34610(N)    093 20 09.59857(W) AD(       ) 1
 OO1164  NGVD 29 (07/19/86)  364.2    (m)         1195.     (f) VERT ANG       
 OO1164
 OO1164.Superseded values are not recommended for survey control.
 OO1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1164.See file dsdata.txt to determine how the superseded data were derived.
 OO1164
 OO1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH7266377564(NAD 83)
 OO1164_MARKER: DS = TRIANGULATION STATION DISK
 OO1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1164_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1164_STAMPING: AIR 1971
 OO1164_MARK LOGO: CGS   
 OO1164_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1164+STABILITY: SURFACE MOTION
 OO1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1164+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 OO1164
 OO1164  HISTORY     - Date     Condition        Report By
 OO1164  HISTORY     - 1971     MONUMENTED       CGS
 OO1164  HISTORY     - 1974     GOOD             NGS
 OO1164  HISTORY     - 1978     GOOD             NGS
 OO1164  HISTORY     - 1982     GOOD             NGS
 OO1164  HISTORY     - 19961007 GOOD             NGS
 OO1164  HISTORY     - 20021031 GOOD             JCLS
 OO1164
 OO1164                          STATION DESCRIPTION
 OO1164
 OO1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1971 (JLC)
 OO1164'THE STATION IS LOCATED 7 MILES WEST OF MASON CITY, 3 MILES
 OO1164'EAST-NORTHEAST OF CLEAR LAKE, AT THE MASON CITY AIRPORT, IN
 OO1164'THE GRASS MEDIAN, AT A CROSSOVER BETWEEN THE ENTRANCE AND
 OO1164'EXIT ROADS OF THE AIRPORT.
 OO1164'
 OO1164'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18
 OO1164'AND STATE HIGHWAY 107, AT THE NORTH EDGE OF CLEAR LAKE, GO
 OO1164'EAST ON HIGHWAY 18 FOR 2.3 MILES TO THE ENTRANCE TO THE
 OO1164'AIRPORT.  TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.15
 OO1164'MILE TO A CROSSOVER AND THE STATION.
 OO1164'
 OO1164'THE STATION MARKS ARE STANDARD DISKS STAMPED AIR 1971.  THE
 OO1164'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1164'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 88 FEET WEST
 OO1164'OF THE CENTER OF THE ENTRANCE ROAD, 86 FEET EAST OF THE CENTER
 OO1164'OF THE EXIT ROAD, 73.7 FEET SOUTH-SOUTHEAST OF A FIRE HYDRANT,
 OO1164'AND 18 FEET SOUTH OF THE CENTER OF A PAVED CROSSOVER.  THE
 OO1164'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OO1164'CONCRETE ABOUT 40 INCHES BELOW GROUND.
 OO1164'
 OO1164'REFERENCE MARK 1, A STANDARD DISK STAMPED AIR NO 1 1971,
 OO1164'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1164'WHICH IS FLUSH WITH THE GROUND.  IT IS 57 FEET SOUTH OF THE
 OO1164'CENTER OF THE CROSSOVER, 37.5 FEET WEST-SOUTHWEST OF A LIGHT
 OO1164'STANDARD, AND 37 FEET WEST OF THE CENTER OF THE ENTRANCE ROAD.
 OO1164'
 OO1164'REFERENCE MARK 2, A STANDARD DISK STAMPED AIR NO 2 1971,
 OO1164'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1164'WHICH IS FLUSH WITH THE GROUND.  IT IS 55 FEET SOUTH OF THE
 OO1164'CENTER OF THE CROSSOVER, 38 FEET EAST OF THE CENTER OF THE
 OO1164'EXIT ROAD, AND 35.2 FEET EAST-SOUTHEAST OF A LIGHT STANDARD.
 OO1164'
 OO1164'BENCH MARK 17-523 RESET, A STANDARD BENCH MARK DISK STAMPED
 OO1164'17-523 RESET 1969, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OO1164'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 72
 OO1164'FEET NORTH OF THE CENTER OF THE WESTBOUND LANE OF HIGHWAY
 OO1164'18, 23 FEET EAST OF THE CENTER OF A FIELD ROAD, 1.8 FEET
 OO1164'WEST OF A POWER POLE, 1.3 FEET EAST OF A METAL WITNESS POST,
 OO1164'AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.
 OO1164'
 OO1164'TO REACH THE BENCH MARK FROM THE STATION, GO SOUTH ON THE
 OO1164'EXIT ROAD FOR 0.15 MILE TO HIGHWAY 18.  TURN RIGHT AND GO
 OO1164'WEST ON HIGHWAY 18 FOR 0.15 MILE TO A FIELD ENTRANCE ON THE
 OO1164'RIGHT AND THE MARK.
 OO1164'
 OO1164'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OO1164
 OO1164                          STATION RECOVERY (1974)
 OO1164
 OO1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JEH)
 OO1164'THE STATION MARK, RM 1, RM 2, AND THE AZIMUTH MARK (BENCH MARK
 OO1164'17-523 RESET) WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO1164'
 OO1164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OO1164'3 MILES E-NE OF CLEAR LAKE.
 OO1164
 OO1164                          STATION RECOVERY (1978)
 OO1164
 OO1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 OO1164'THE STATION MARK, RM 1, RM 2, AND THE AZIMUTH MARK (BENCH MARK
 OO1164'17-523 RESET) WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO1164'
 OO1164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OO1164'3 MILES E-NE OF CLEAR LAKE.
 OO1164
 OO1164                          STATION RECOVERY (1982)
 OO1164
 OO1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PMC)
 OO1164'STATION, RM NO. 1, RM NO. 2, AND BENCH MARK 17-523, WERE ALL
 OO1164'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO1164'
 OO1164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES WEST
 OO1164'OF MASON CITY.
 OO1164
 OO1164                          STATION RECOVERY (1996)
 OO1164
 OO1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 OO1164'THE STATION IS LOCATED 11.3 KM (7.00 MI) WEST OF MASON CITY, IA., AND
 OO1164'4.8 KM (3.00 MI) EAST-NORTHEAST OF CLEAR LAKE, IA., AT THE MASON CITY
 OO1164'MUNICIPAL AIRPORT.  NEAR THE NORTH CENTER END OF THE FIRST GRASS
 OO1164'MEDIAN NORTH OF STATE HIGHWAY 18 AT THE AIRPORT ENTRANCE, BETWEEN THE
 OO1164'ENTRANCE AND EXIT ROADS, JUST SOUTH OF A CROSSOVER ROAD.
 OO1164'OWNERSHIP--MASON CITY AIRPORT COMMISSION, MASON CITY MUNICIPAL
 OO1164'AIRPORT, P.O.  BOX 1484, MASON CITY, IA.  50402-1484.  AIRPORT MANAGER
 OO1164'JEROME J.  THIELE, PHONE 515-421-3680.  FAX 515-421-3695.
 OO1164'NOTE--CONTACT AIRPORT MANAGER 24-HOURS IN ADVANCE, (ESCORT REQUIRED) .
 OO1164'NOTE--THIS STATION IS THE (PACS AND CBN STATION) .  TO REACH THE
 OO1164'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND STATE HIGHWAY
 OO1164'18 (EXIT 194) ABOUT 1.6 KM (1.00 MI) EAST OF CLEAR LAKE, GO EAST, 1.6
 OO1164'KM (1.00 MI) ALONG HIGHWAY 18 TO THE AIRPORT ENTRANCE ROAD ON THE
 OO1164'LEFT.  TURN LEFT, NORTH, 0.3 KM (0.20 MI) ALONG THE ENTRANCE ROAD TO A
 OO1164'PAVED CROSSOVER BETWEEN THE ENTRANCE AND EXIT ROADS OF THE AIRPORT.
 OO1164'TURN LEFT, WEST, 0.08 KM (0.05 MI) ALONG THE CROSSOVER TO THE STATION
 OO1164'ON THE LEFT, JUST SOUTH OF THE CROSSOVER.  STATION IS 26.4 M (86.6 FT)
 OO1164'WEST OF THE ENTRANCE ROAD CENTER, 25.9 M (85.0 FT) EAST OF THE EXIT
 OO1164'ROAD CENTER, 22.4 M (73.5 FT) SOUTH-SOUTHEAST OF A FIRE HYDRANT, 5.6 M
 OO1164'(18.4 FT) SOUTH OF THE CROSSOVER CENTER, 2.3 M (7.5 FT) SOUTH OF THE
 OO1164'SOUTH EDGE OF THE CROSSOVER, AND THE MONUMENT IS ABOUT 0.1 M (0.3 FT)
 OO1164'BELOW THE LEVEL OF THE CROSSOVER AND FLUSH WITH THE GROUND SURFACE.
 OO1164'BY R.G.  HAYES
 OO1164
 OO1164                          STATION RECOVERY (2002)
 OO1164
 OO1164'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 OO1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0486 ***********************************************************************
 MH0486  DESIGNATION -  AIR BCN 3 MI NE OF CANFORTH
 MH0486  PID         -  MH0486
 MH0486  STATE/COUNTY-  IA/POWESHIEK
 MH0486  USGS QUAD   -  HARTWICK (1968)
 MH0486
 MH0486                         *CURRENT SURVEY CONTROL
 MH0486  ___________________________________________________________________
 MH0486* NAD 83(1996)-  41 45 34.41238(N)    092 17 58.92569(W)     ADJUSTED  
 MH0486* NAVD 88     -                                                        
 MH0486  ___________________________________________________________________
 MH0486  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 MH0486  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 MH0486
 MH0486  HORZ ORDER  -  THIRD
 MH0486
 MH0486.The horizontal coordinates were established by classical geodetic methods
 MH0486.and adjusted by the National Geodetic Survey in May 1999..
 MH0486
 MH0486
 MH0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0486
 MH0486.The geoid height was determined by GEOID03.
 MH0486
 MH0486;                    North         East     Units Scale Factor Converg.
 MH0486;SPC IA S     -   196,091.113   599,815.542   MT  0.99999587   +0 47 26.3
 MH0486;SPC IA N     - 1,029,540.004 1,599,822.746   MT  1.00006990   +0 48 48.6
 MH0486;UTM  15      - 4,623,317.846   558,215.033   MT  0.99964170   +0 27 59.1
 MH0486
 MH0486                          SUPERSEDED SURVEY CONTROL
 MH0486
 MH0486  NAD 83(1986)-  41 45 34.41936(N)    092 17 58.93237(W) AD(       ) 4
 MH0486  NAD 27      -  41 45 34.41700(N)    092 17 58.27300(W) AD(       ) 3
 MH0486
 MH0486.Superseded values are not recommended for survey control.
 MH0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0486.See file dsdata.txt to determine how the superseded data were derived.
 MH0486
 MH0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5821523318(NAD 83)
 MH0486_MARKER: 21 = AIRPORT BEACON
 MH0486
 MH0486  HISTORY     - Date     Condition        Report By
 MH0486  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0486
 MH0486                          STATION DESCRIPTION
 MH0486
 MH0486'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0160 ***********************************************************************
 NM0160  DESIGNATION -  AIR RESET
 NM0160  PID         -  NM0160
 NM0160  STATE/COUNTY-  IA/WOODBURY
 NM0160  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0160
 NM0160                         *CURRENT SURVEY CONTROL
 NM0160  ___________________________________________________________________
 NM0160* NAD 83(1996)-  42 24 02.68623(N)    096 22 40.64844(W)     ADJUSTED  
 NM0160* NAVD 88     -       333.11   (meters)    1092.9    (feet)  RESET     
 NM0160  ___________________________________________________________________
 NM0160  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 NM0160  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 NM0160
 NM0160  HORZ ORDER  -  THIRD
 NM0160  VERT ORDER  -  THIRD
 NM0160
 NM0160.This mark is at Sioux Gateway Airport (SUX)
 NM0160
 NM0160.The horizontal coordinates were established by classical geodetic methods
 NM0160.and adjusted by the National Geodetic Survey in May 1999..
 NM0160
 NM0160.The orthometric height was computed from unverified reset data.
 NM0160
 NM0160.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0160
 NM0160.The geoid height was determined by GEOID03.
 NM0160
 NM0160;                    North         East     Units Scale Factor Converg.
 NM0160;SPC IA N     - 1,104,083.792 1,263,117.065   MT  0.99995616   -1 57 01.9
 NM0160;SPC NE       -   291,303.906   798,046.101   MT  0.99978065   +2 24 01.1
 NM0160;UTM  14      - 4,697,602.904   715,790.424   MT  1.00017297   +1 46 07.5
 NM0160
 NM0160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0160!SPC IA N     -   0.99995186  x   0.99995616  =   0.99990802
 NM0160!SPC NE       -   0.99995186  x   0.99978065  =   0.99973252
 NM0160!UTM  14      -   0.99995186  x   1.00017297  =   1.00012482
 NM0160
 NM0160:                Primary Azimuth Mark                     Grid Az
 NM0160:SPC IA N     -  SIOUX CITY FLOYD MON TIP SHAFT           001 58 46.5
 NM0160:SPC NE       -  SIOUX CITY FLOYD MON TIP SHAFT           357 37 43.5
 NM0160:UTM  14      -  SIOUX CITY FLOYD MON TIP SHAFT           358 15 37.1
 NM0160
 NM0160|---------------------------------------------------------------------|
 NM0160| PID    Reference Object                     Distance      Geod. Az  |
 NM0160|                                                           dddmmss.s |
 NM0160| NM1694 SIOUX CITY FLOYD MON TIP SHAFT      APPROX. 6.9 KM 0000144.6 |
 NM0160| CO2053 AIR AZ MK RESET                                    0013923.6 |
 NM0160| NM1670 SIOUX CITY MORNINGSIDE MUN TK       APPROX. 8.9 KM 0033828.6 |
 NM0160| CO2054 AIR RM 1                             29.366 METERS 05345     |
 NM0160| NM1671 SERGEANT BLUFF MUNICIPAL TANK       APPROX. 1.7 KM 0784321.3 |
 NM0160| CO2055 AIR RM 2                             33.199 METERS 13635     |
 NM0160| NM1680 RADIO RNG TRANSMIT KEOD C OF 7      APPROX. 4.1 KM 1604358.7 |
 NM0160| CO2052 AIR AZ MK                                          1793952.3 |
 NM0160| NM0161 AIR RM 3                             63.505 METERS 18052     |
 NM0160| NM1722 DAKOTA CITY KTRI MAST S OF 4        APPROX. 4.2 KM 2861806.8 |
 NM0160| NM1727 DAKOTA CITY KTRI MAST 3RD OF 4      APPROX. 4.2 KM 2865653.2 |
 NM0160| NM1725 DAKOTA CITY KTRI MAST 2ND OF 4      APPROX. 4.2 KM 2873525.5 |
 NM0160| NM1726 DAKOTA CITY KTRI MAST N OF 4        APPROX. 4.3 KM 2881324.5 |
 NM0160| NM0158 Y 126 RESET                          48.195 METERS 29055     |
 NM0160| NM1724 DAKOTA CITY MUNICIPAL TANK          APPROX. 3.7 KM 2970510.6 |
 NM0160| NM1721 DAKOTA CITY KWSR RADIO MAST         APPROX. 5.1 KM 3224856.2 |
 NM0160|---------------------------------------------------------------------|
 NM0160
 NM0160                          SUPERSEDED SURVEY CONTROL
 NM0160
 NM0160  NAD 83(1996)-  42 24 02.68624(N)    096 22 40.64844(W) AD(       ) 3
 NM0160  NAD 83(1996)-  42 24 02.68627(N)    096 22 40.64851(W) AD(       ) 3
 NM0160  NAD 83(1996)-  42 24 02.68639(N)    096 22 40.64909(W) AD(       ) 3
 NM0160  NAD 83(1986)-  42 24 02.68985(N)    096 22 40.64936(W) AD(       ) 3
 NM0160  NAD 27      -  42 24 02.70900(N)    096 22 39.53800(W) AD(       ) 3
 NM0160  NGVD 29 (07/19/86)  332.93   (m)         1092.3    (f) LEVELING    3  
 NM0160
 NM0160.Superseded values are not recommended for survey control.
 NM0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0160.See file dsdata.txt to determine how the superseded data were derived.
 NM0160
 NM0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1579097603(NAD 83)
 NM0160_MARKER: DS = TRIANGULATION STATION DISK
 NM0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0160_SP_SET: PARKING AREA
 NM0160_STAMPING: AIR 1948 1965
 NM0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0160
 NM0160  HISTORY     - Date     Condition        Report By
 NM0160  HISTORY     - 1948     MONUMENTED       CGS
 NM0160  HISTORY     - 1953     GOOD             CGS
 NM0160  HISTORY     - 1962     SEE DESCRIPTION  CGS
 NM0160  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NM0160  HISTORY     - 1965     GOOD             CGS
 NM0160  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0160  HISTORY     - 1979     MARK NOT FOUND   NGS
 NM0160
 NM0160                          STATION DESCRIPTION
 NM0160
 NM0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0160'LOCATED ABOUT 1-1/4 MILES WEST OF SERGEANT BLUFF ON WHAT WAS
 NM0160'THE SIOUX CITY ARMY BASE AND NEAR THE CONTROL TOWER FOR
 NM0160'THE FIELD.  IT IS IN THE SE 1/4 OF SEC. 25, T. 88 N. R. 47 N.
 NM0160'IT IS 73.7 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE CONTROL
 NM0160'TOWER AND 29.1 FEET EAST OF THE EAST EDGE OF THE CONCRETE
 NM0160'APRON.  THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS
 NM0160'STAMPED AIR 1948.
 NM0160'
 NM0160'REFERENCE MARK NO. 1 IS 96.34 FEET NORTHEAST OF THE STATION
 NM0160'AND IN THE CONCRETE BASE OF THE SOUTHEAST LEG OF THE CONTROL
 NM0160'TOWER.  THE STANDARD REFERENCE MARK DISC IS SET IN A DRILL
 NM0160'HOLE, FLUSH WITH THE SURFACE OF THE CONCRETE AND IS STAMPED
 NM0160'AIR NO 1 1948.
 NM0160'
 NM0160'REFERENCE MARK NO. 2 IS 108.92 FEET SOUTHEAST OF THE STATION,
 NM0160'39 FEET SOUTH OF THE CONCRETE BASE OF THE SOUTHEAST LEG OF
 NM0160'THE OLD CONTROL TOWER AND 3 FEET NORTH OF A HIGH POWER
 NM0160'TRANSMISSION POLE.  THE MARK PROJECTS 2 INCHES AND THE
 NM0160'DISC IS STAMPED AIR NO 2 1948.
 NM0160'
 NM0160'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION, NEAR
 NM0160'THE JUNCTION OF THE CONCRETE APRON AND SOUTHEAST TAXI STRIP
 NM0160'AND 18.3 FEET NORTHEAST OF THE EAST EDGE OF THE TAXI STRIP.
 NM0160'THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED
 NM0160'AIR 1948.
 NM0160'
 NM0160'STATION WAS REACHED FROM THE RAILROAD STATION IN SERGEANT
 NM0160'BLUFF BY GOING SOUTH ON U.S. HIGHWAY 75 FOR 0.3 MILE TO
 NM0160'CROSSROADS.  THENCE RIGHT OR WEST ON PAVED ROAD FOR 0.8
 NM0160'MILE TO ENTRANCE TO ARMY AIR FIELD.  CONTINUE STRAIGHT AHEAD
 NM0160'FOR 0.4 MILE TO THE EAST EDGE OF THE APRON.  THENCE RIGHT
 NM0160'FOR ABOUT 125 FEET TO THE STATION SITE AS DESCRIBED ABOVE.
 NM0160'
 NM0160'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ALONG
 NM0160'THE EAST EDGE OF THE APRON FOR 0.3 MILE TO THE MARK ON THE
 NM0160'LEFT AS DESCRIBED ABOVE.
 NM0160'
 NM0160'A 90 FOOT SIGNAL AT DAKOTA IS VISIBLE AT 40 FT.
 NM0160'
 NM0160'A 4 FT. SIGNAL AT BLUFF IS VISIBLE AT 64 FT.
 NM0160'
 NM0160'A 4 FT. SIGNAL AT SERG 1934 IS VISIBLE FROM THE GROUND.
 NM0160'
 NM0160'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NM0160
 NM0160                          STATION RECOVERY (1953)
 NM0160
 NM0160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 NM0160'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 NM0160'THE DESCRIPTION IS ADEQUATE.  DISTANCES TO THE REFERENCE
 NM0160'MARKS WERE NOT CHECKED.  NO ATTEMPT WAS MADE TO RECOVER THE
 NM0160'AZIMUTH MARK.
 NM0160
 NM0160                          STATION RECOVERY (1962)
 NM0160
 NM0160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 NM0160'REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO BE IN
 NM0160'GOOD CONDITION.  THE STATION MARK IS UNDER A CONCRETE PARKING
 NM0160'AREA AND HAS BEEN DESTROYED.  THE AZIMUTH MARK WAS NOT RECOVERED.
 NM0160
 NM0160                          STATION RECOVERY (1965)
 NM0160
 NM0160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 NM0160'THE STATION MARK WAS NOT RECOVERED.  IT IS UNDER A CONCRETE
 NM0160'PARKING AREA WHICH IS EAST OF THE TERMINAL BUILDING.  REFERENCE
 NM0160'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND
 NM0160'IN GOOD CONDITION, BUT THE AREA THE MARKS ARE IN IS BEING
 NM0160'MADE INTO A PARKING AREA AND THE MARKS HAD TO BE DESTROYED.
 NM0160'THE AZIMUTH MARK WAS NOT RECOVERED AND THE MARK IS NOT VISIBLE
 NM0160'BECAUSE A NEW BUILDING WAS CONSTRUCTED ON LINE TO THE MARK.
 NM0160'
 NM0160'THE STATION MARK WAS RESET FROM THE REFERENCE MARKS AND THE
 NM0160'INTERSECTION STATIONS TAKEN IN 1948.
 NM0160'
 NM0160'A NEW SURFACE MARK, REFERENCE MARK NO. 3, AND AN AZIMUTH
 NM0160'MARK WERE SET.  BENCH MARK Y 126 RESET 1965 WAS USED FOR
 NM0160'THE OTHER REFERENCE MARK.
 NM0160'
 NM0160'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NM0160'
 NM0160'LOCATED ABOUT 1-1/4 MILES WEST OF SERGEANT BLUFF, IN A PARKING
 NM0160'AREA AT THE EAST SIDE OF THE SIOUX CITY MUNICIPAL AIRPORT
 NM0160'TERMINAL BUILDING, AND IN THE SOUTHEAST QUARTER OF SECTION
 NM0160'25, T 88 N, R 47 N.
 NM0160'
 NM0160'TO REACH THE STATION FROM THE RAILROAD STATION IN SERGEANT
 NM0160'BLUFF, GO SOUTH ON U.S. HIGHWAY 75 FOR 0.3 MILE TO A CROSSROAD.
 NM0160'TURN RIGHT AND GO WEST ON A SURFACED ROAD FOR 0.8 MILE TO THE
 NM0160'ENTRANCE TO THE OLD ARMY AIR FIELD.  CONTINUE WEST ON A SURFACED
 NM0160'ROAD FOR 0.4 MILE TO MOONEYS AIRWAYS SERVICE HANGAR ON THE
 NM0160'LEFT AND A PARKING AREA ON THE RIGHT.  TURN RIGHT AND GO NORTH
 NM0160'FOR 125 FEET TO THE STATION.
 NM0160'
 NM0160'THE STATION MARK, A STANDARD DISK STAMPED AIR 1948 1965,
 NM0160'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE PARKING AREA AND
 NM0160'THIS AREA WILL HAVE ASPHALT PAVING IN THE NEAR FUTURE AND
 NM0160'THE MARK WILL BE ABOUT 3 INCHES UNDER THE ASPHALT.  THE CITY
 NM0160'SAID THEY WOULD TRY AND PUT A METAL CAP OVER THE MARK WHEN
 NM0160'THEY PUT THE ASPHALT ON THE PARKING AREA.  IT IS 126.75 FEET
 NM0160'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A SMALL CONCRETE
 NM0160'BLOCK BUILDING AND IS ON A LINE EXTENDED WITH THE SOUTH
 NM0160'FACE OF THE BRICK PART OF THE TERMINAL BUILDING.
 NM0160'
 NM0160'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED AIR NO 3 1948
 NM0160'1965, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE APRON.
 NM0160'IT IS 77.5 FEET SOUTH-SOUTHEAST OF A FIRE PLUG, 56 FEET
 NM0160'NORTHWEST OF THE NORTHWEST CORNER OF MOONEYS SERVICE HANGAR
 NM0160'AND 13 FEET SOUTHWEST OF A STEEL MESH FENCE.
 NM0160'
 NM0160'BENCH MARK Y 126 RESET, A STANDARD BENCH MARK DISK STAMPED
 NM0160'Y 126 RESET 1965, IS CEMENTED IN A DRILL HOLE IN A 6 INCH CURB
 NM0160'AT THE WEST EDGE OF THE SIDEWALK IN FRONT OF THE TERMINAL
 NM0160'BUILDING.  IT IS 11.32 FEET NORTH OF THE NORTHEAST CORNER OF
 NM0160'THE EAST ENTRANCE TO THE TERMINAL BUILDING.
 NM0160'
 NM0160'AZIMUTH MARK, A STANDARD DISK STAMPED AIR 1948 RESET 1965,
 NM0160'IS CEMENTED IN A DRILL HOLE IN A CONCRETE APRON.  IT IS 0.05
 NM0160'MILE WEST OF THE INTERSECTION OF KEOKUK AND MITCHELL AVENUES,
 NM0160'65.5 FEET NORTHEAST OF A FIRE PLUG, 48 FEET NORTH-NORTHWEST
 NM0160'OF THE NORTHWEST CORNER OF A HANGAR WITH AIRCRAFT FIELD
 NM0160'ELEVATION 1097 PAINTED ON THE WEST SIDE, 25.9 FEET
 NM0160'NORTH-NORTHWEST OF A POWER LINE POLE, AND 1 FOOT NORTH OF THE
 NM0160'SOUTH EDGE OF PAVEMENT.  IT IS ON A LINE EXTENDED WITH
 NM0160'THE SOUTH SIDE OF KEOKUK AVENUE.
 NM0160'
 NM0160'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR
 NM0160'125 FEET, TURN LEFT AND GO EAST FOR 0.05 MILE TO MITCHELL
 NM0160'AVENUE.  TURN LEFT AND GO NORTH ON MITCHELL AVENUE FOR 0.4
 NM0160'MILE TO THE ITS INTERSECTION WITH KEOKUK AVENUE.  TURN LEFT
 NM0160'AND GO WEST FOR 0.05 MILE TO THE WEST SIDE OF AIRCRAFT FIELD
 NM0160'ELEVATION 1097 BUILDING AND THE MARK AS DESCRIBED.
 NM0160
 NM0160                          STATION RECOVERY (1965)
 NM0160
 NM0160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 NM0160'0.9 MI W FROM SERGEANT BLUFF.
 NM0160'LOCATED AT THE SIOUX CITY MUNICIPAL AIRPORT, WOODBURY COUNTY,
 NM0160'126.75 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A SMALL
 NM0160'CONCRETE BLOCK BUILDING, ON A LINE EXTENDED WITH THE SOUTH FACE
 NM0160'OF THE BRICK PART OF THE TERMINAL BUILDING, IS CEMENTED IN A
 NM0160'DRILL HOLE IN THE CONCRETE PARKING AREA AND THIS AREA WILL HAVE
 NM0160'ASPHALT PAVING IN THE NEAR FUTURE AND THE MARK WILL BE ABOUT
 NM0160'3 INCHES UNDER THE ASPHALT.  THE CITY SAID THEY WOULD TRY AND PUT
 NM0160'A METAL CAP OVER THE MARK WHEN THEY PUT THE ASPHALT ON THE PARKING
 NM0160'AREA.
 NM0160
 NM0160                          STATION RECOVERY (1966)
 NM0160
 NM0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0160'MARK NOT FOUND.
 NM0160
 NM0160                          STATION RECOVERY (1979)
 NM0160
 NM0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 NM0160'THE STATION AND REFERENCE MARK 3 WERE SEARCHED FOR BUT NOT
 NM0160'RECOVERED.  THE AREA IS NOW A PARKING LOT.  THE STATION MAY STILL
 NM0160'BE THERE BUT COULD NOT BE FOUND DUE TO MANY PARKED CARS IN THE
 NM0160'GENERAL AREA OF THE STATION.  THE REFERENCE MARK 3 APPEARS TO HAVE
 NM0160'BEEN COVERED OVER BY PAVING AND IS ASSUMED LOST.
 NM0160'
 NM0160'THE BM Y 126 RESET 1965 WAS RECOVERED AS DESCRIBED.
 NM0160'
 NM0160'THE AZIMUTH MARK WAS ALSO RECOVERED AS DESCRIBED.
 NM0160'
 NM0160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.9 MILE WEST
 NM0160'OF SERGANT BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0161 ***********************************************************************
 NM0161  DESIGNATION -  AIR RM 3
 NM0161  PID         -  NM0161
 NM0161  STATE/COUNTY-  IA/WOODBURY
 NM0161  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0161
 NM0161                         *CURRENT SURVEY CONTROL
 NM0161  ___________________________________________________________________
 NM0161* NAD 83(1986)-  42 24 02.     (N)    096 22 40.     (W)     SCALED    
 NM0161* NAVD 88     -       333.14   (meters)    1093.0    (feet)  RESET     
 NM0161  ___________________________________________________________________
 NM0161  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 NM0161
 NM0161  VERT ORDER  -  THIRD
 NM0161
 NM0161.This mark is at Sioux Gateway Airport (SUX)
 NM0161
 NM0161.The horizontal coordinates were scaled from a topographic map and have
 NM0161.an estimated accuracy of +/- 6 seconds.
 NM0161
 NM0161.The orthometric height was computed from unverified reset data.
 NM0161
 NM0161.The geoid height was determined by GEOID03.
 NM0161
 NM0161;                    North         East    Units  Estimated Accuracy
 NM0161;SPC IA N     - 1,104,060.    1,263,130.      MT  (+/- 180 meters Scaled)
 NM0161
 NM0161                          SUPERSEDED SURVEY CONTROL
 NM0161
 NM0161.No superseded survey control is available for this station.
 NM0161
 NM0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM158975(NAD 83)
 NM0161_MARKER: DR = REFERENCE MARK DISK
 NM0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0161_SP_SET: CONCRETE APRON
 NM0161_STAMPING: AIR RM 3 1948 1965
 NM0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0161
 NM0161  HISTORY     - Date     Condition        Report By
 NM0161  HISTORY     - 1965     MONUMENTED       CGS
 NM0161  HISTORY     - 1965     GOOD             NGS
 NM0161  HISTORY     - 1966     GOOD             NGS
 NM0161
 NM0161                          STATION DESCRIPTION
 NM0161
 NM0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 NM0161'0.9 MI W FROM SERGEANT BLUFF.
 NM0161'LOCATED AT THE SIOUX CITY MUNICIPAL AIRPORT, WOODBURY COUNTY,
 NM0161'77.5 FEET SOUTH-SOUTHEAST OF A FIRE PLUG, 56 FEET NORTHWEST OF
 NM0161'THE NORTHWEST CORNER OF MOONEYS AIRWAYS SERVICE HANGAR, 13 FEET
 NM0161'SOUTHWEST OF A STEEL MESH FENCE, AND CEMENTED IN A DRILL HOLE
 NM0161'IN THE CONCRETE APRON.
 NM0161
 NM0161                          STATION RECOVERY (1966)
 NM0161
 NM0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0965 ***********************************************************************
 OO0965  DESIGNATION -  AIRPORT
 OO0965  PID         -  OO0965
 OO0965  STATE/COUNTY-  IA/FLOYD
 OO0965  USGS QUAD   -  BASSETT (1971)
 OO0965
 OO0965                         *CURRENT SURVEY CONTROL
 OO0965  ___________________________________________________________________
 OO0965* NAD 83(1996)-  43 04 02.26715(N)    092 36 38.35351(W)     ADJUSTED  
 OO0965* NAVD 88     -       340.     (meters)    1115.     (feet)  VERTCON   
 OO0965  ___________________________________________________________________
 OO0965  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 OO0965  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 OO0965
 OO0965  HORZ ORDER  -  SECOND
 OO0965
 OO0965.The horizontal coordinates were established by classical geodetic methods
 OO0965.and adjusted by the National Geodetic Survey in May 1999..
 OO0965
 OO0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0965
 OO0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0965
 OO0965.The geoid height was determined by GEOID03.
 OO0965
 OO0965;                    North         East     Units Scale Factor Converg.
 OO0965;SPC IA N     - 1,174,474.173 1,572,435.427   MT  0.99996966   +0 36 09.9
 OO0965;UTM  15      - 4,768,361.544   531,700.332   MT  0.99961236   +0 15 57.1
 OO0965
 OO0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0965!SPC IA N     -   0.99995155  x   0.99996966  =   0.99992121
 OO0965!UTM  15      -   0.99995155  x   0.99961236  =   0.99956393
 OO0965
 OO0965|---------------------------------------------------------------------|
 OO0965| PID    Reference Object                     Distance      Geod. Az  |
 OO0965|                                                           dddmmss.s |
 OO0965| OO0966 CHARLES CITY AIRPORT BEACON         341.230 METERS 04806     |
 OO0965| AI2502 AIRPORT RM 1                         14.807 METERS 19257     |
 OO0965| AI2503 AIRPORT RM 2                         30.236 METERS 27035     |
 OO0965|---------------------------------------------------------------------|
 OO0965
 OO0965                          SUPERSEDED SURVEY CONTROL
 OO0965
 OO0965  NAD 83(1996)-  43 04 02.26717(N)    092 36 38.35348(W) AD(       ) 2
 OO0965  NAD 83(1986)-  43 04 02.26115(N)    092 36 38.34842(W) AD(       ) 2
 OO0965  NAD 27      -  43 04 02.37863(N)    092 36 37.68274(W) AD(       ) 2
 OO0965  NGVD 29 (07/19/86)  340.     (m)         1115.     (f) VERT ANG       
 OO0965
 OO0965.Superseded values are not recommended for survey control.
 OO0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0965.See file dsdata.txt to determine how the superseded data were derived.
 OO0965
 OO0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3170068362(NAD 83)
 OO0965_MARKER: DD = SURVEY DISK
 OO0965_SETTING: 0 = UNSPECIFIED SETTING
 OO0965_MARK LOGO: USGS  
 OO0965_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0965+STABILITY: SURFACE MOTION
 OO0965
 OO0965  HISTORY     - Date     Condition        Report By
 OO0965  HISTORY     - 1969     MONUMENTED       USGS
 OO0965  HISTORY     - 19810621 GOOD             NGS
 OO0965
 OO0965                          STATION DESCRIPTION
 OO0965
 OO0965'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JLC)
 OO0965'THE STATION IS LOCATED ABOUT 3 MILES EAST OF CHARLES CITY,
 OO0965'1/4 MILE SOUTHWEST OF THE CHARLES CITY MUNICIPAL AIRPORT
 OO0965'AND ALONG STATE RIGHT-OF-WAY.  IT IS IN THE SOUTHWEST 1/4
 OO0965'OF SECTION 3, T 95 N, R 15 W.
 OO0965'
 OO0965'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 218, AND
 OO0965'18, IN CHARLES CITY, GO NORTHEAST AND EAST ON U.S. HIGHWAY
 OO0965'18 FOR 3.4 MILES TO A CROSSROAD, CONTINUE EAST ON HIGHWAY 18
 OO0965'FOR 0.15 MILE TO A FIELD ENTRANCE ROAD AND THE STATION ON THE
 OO0965'LEFT.
 OO0965'
 OO0965'THE STATION IS A U.S. GEOLOGICAL SURVEY DISK STAMPED ET AIRPORT
 OO0965'1969, CRIMPED TO THE TOP OF A 1/2 INCH COPPER ROD WHICH IS
 OO0965'ENCASED IN A 6-INCH TILE PIPE THAT IS 24 INCHES BELOW THE
 OO0965'GROUND SURFACE.  IT IS 49 FEET NORTH OF THE CENTER OF HIGHWAY
 OO0965'18 AND 6 FEET EAST OF THE CENTER OF THE FIELD ENTRANCE ROAD.
 OO0965
 OO0965                          STATION RECOVERY (1981)
 OO0965
 OO0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 OO0965'MARK WAS RECOVERED AS DESCRIBED IN 1971, THAT DESCRIPTION BEING
 OO0965'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0967 ***********************************************************************
 OO0967  DESIGNATION -  AIRPORT
 OO0967  PID         -  OO0967
 OO0967  STATE/COUNTY-  IA/FLOYD
 OO0967  USGS QUAD   -  BASSETT (1971)
 OO0967
 OO0967                         *CURRENT SURVEY CONTROL
 OO0967  ___________________________________________________________________
 OO0967* NAD 83(1996)-  43 04 02.30021(N)    092 36 38.58793(W)     ADJUSTED  
 OO0967* NAVD 88     -       340.3    (meters)    1116.     (feet)  VERTCON   
 OO0967  ___________________________________________________________________
 OO0967  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 OO0967  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 OO0967
 OO0967  HORZ ORDER  -  SECOND
 OO0967
 OO0967.The horizontal coordinates were established by classical geodetic methods
 OO0967.and adjusted by the National Geodetic Survey in May 1999..
 OO0967
 OO0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0967
 OO0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0967
 OO0967.The geoid height was determined by GEOID03.
 OO0967
 OO0967;                    North         East     Units Scale Factor Converg.
 OO0967;SPC IA N     - 1,174,475.137 1,572,430.113   MT  0.99996966   +0 36 09.7
 OO0967;UTM  15      - 4,768,362.539   531,695.025   MT  0.99961236   +0 15 57.0
 OO0967
 OO0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0967!SPC IA N     -   0.99995151  x   0.99996966  =   0.99992117
 OO0967!UTM  15      -   0.99995151  x   0.99961236  =   0.99956389
 OO0967
 OO0967|---------------------------------------------------------------------|
 OO0967| PID    Reference Object                     Distance      Geod. Az  |
 OO0967|                                                           dddmmss.s |
 OO0967| OO0966 CHARLES CITY AIRPORT BEACON         344.524 METERS 04849     |
 OO0967| OO0965 AIRPORT                               5.401 METERS 10053     |
 OO0967| AI2502 AIRPORT RM 1                         30.233 METERS 18239     |
 OO0967| OO0977 CHARLES CITY RAD STA KCHA MAST      APPROX. 5.1 KM 2522003.8 |
 OO0967| AI2504 AIRPORT AZ MK                       APPROX. 0.6 KM 2661549.0 |
 OO0967| AI2503 AIRPORT RM 2                         14.807 METERS 26650     |
 OO0967| OO0974 CHARLES CITY NE MUN TANK            APPROX. 4.5 KM 2823520.8 |
 OO0967|---------------------------------------------------------------------|
 OO0967
 OO0967                          SUPERSEDED SURVEY CONTROL
 OO0967
 OO0967  NAD 83(1996)-  43 04 02.30024(N)    092 36 38.58790(W) AD(       ) 2
 OO0967  NAD 83(1986)-  43 04 02.29420(N)    092 36 38.58273(W) AD(       ) 2
 OO0967  NAD 27      -  43 04 02.41169(N)    092 36 37.91715(W) AD(       ) 2
 OO0967  NGVD 29 (01/21/03)  340.3    (m)         1116.     (f) VERT ANG       
 OO0967
 OO0967.Superseded values are not recommended for survey control.
 OO0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0967.See file dsdata.txt to determine how the superseded data were derived.
 OO0967
 OO0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3169568363(NAD 83)
 OO0967_MARKER: DS = TRIANGULATION STATION DISK
 OO0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0967_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0967_MARK LOGO: NGS   
 OO0967_PROJECTION: RECESSED 30 CENTIMETERS
 OO0967_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0967+STABILITY: SURFACE MOTION
 OO0967
 OO0967  HISTORY     - Date     Condition        Report By
 OO0967  HISTORY     - 1971     MONUMENTED       NGS
 OO0967  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 OO0967  HISTORY     - 19800621 GOOD             NGS
 OO0967
 OO0967                          STATION DESCRIPTION
 OO0967
 OO0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0967'THE STATION IS LOCATED ABOUT 3 MILES EAST OF CHARLES CITY,
 OO0967'1/4 MILE SOUTHWEST OF THE CHARLES CITY MUNICIPAL AIRPORT
 OO0967'AND ALONG STATE RIGHT-OF-WAY.  IT IS IN THE SOUTHWEST 1/4
 OO0967'OF SECTION 3, T 95 N, R 15 W.
 OO0967'
 OO0967'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 218 AND
 OO0967'18, IN CHARLES CITY, GO NORTHEAST AND EAST ON U.S. HIGHWAY
 OO0967'18 FOR 3.2 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 OO0967'EAST ON HIGHWAY 18 FOR 0.2 MILE TO A CROSSROAD, CONTINUE EAST
 OO0967'ON HIGHWAY 18 FOR 0.15 MILE TO A FIELD ENTRANCE ROAD ON THE
 OO0967'LEFT AND THE STATION AS DESCRIBED.
 OO0967'
 OO0967'STATION MARKS ARE STANDARD DISKS STAMPED AIRPORT 1971.  THE
 OO0967'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO0967'MONUMENT THAT IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 OO0967'IT IS 108 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 OO0967'A RED BARN, 51 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 18
 OO0967'AND 11 FEET WEST OF THE CENTER OF THE FIELD ENTRANCE ROAD.
 OO0967'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 OO0967'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 OO0967'
 OO0967'ET AIRPORT IS A U.S. GEOLOGICAL SURVEY DISK STAMPED ET AIRPORT
 OO0967'1969, CRIMPED TO THE TOP OF A 1/2 INCH COPPER ROD WHICH
 OO0967'IS ENCASED IN A 6-INCH TILE PIPE THAT IS 24 INCHES BELOW
 OO0967'THE GROUND SURFACE.  IT IS 49 FEET NORTH OF THE CENTER OF
 OO0967'HIGHWAY 18 AND 6 FEET EAST OF THE CENTER OF THE FIELD ENTRANCE
 OO0967'ROAD.
 OO0967'
 OO0967'AIRPORT R.M. 1 IS A U.S. GEOLOGICAL SURVEY DISK STAMPED AIRPORT NO
 OO0967'1 1969, CRIMPED TO THE TOP OF A 1/2 INCH COPPER ROD WHICH
 OO0967'IS ENCASED IN A 6-INCH TILE PIPE THAT IS 3 INCHES BELOW
 OO0967'THE GROUND SURFACE.  IT IS 48 FEET SOUTH OF THE CENTER OF
 OO0967'HIGHWAY 18, 41.5 FEET WEST OF THE NORTHWEST CORNER OF THE
 OO0967'BARN, 2.5 FEET EAST OF A TELEPHONE POLE AND 1.0 FEET NORTH
 OO0967'OF A METAL WITNESS POST.
 OO0967'
 OO0967'AIRPORT R.M. 2 IS A U.S. GEOLOGICAL SURVEY DISK STAMPED AIRPORT
 OO0967'NO 2 1969, CRIMPED TO THE TOP OF A 1/2 INCH COPPER ROD WHICH
 OO0967'IS ENCASED IN A 6-INCH TILE PIPE THAT IS 2 INCHES BELOW THE
 OO0967'GROUND SURFACE.  IT IS 60 FEET WEST OF THE CENTER OF THE FIELD
 OO0967'ENTRANCE ROAD AND 45 FEET NORTH OF THE CENTER OF HIGHWAY 18.
 OO0967'
 OO0967'THE AZIMUTH MARK, A STANDARD DISK STAMPED AIRPORT 1971, IS
 OO0967'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0967'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 95 FEET NORTHEAST
 OO0967'OF THE NORTHEAST CORNER OF A HOUSE, 46 FEET SOUTH OF THE
 OO0967'CENTER OF U.S. HIGHWAY 18 AND 3.8 FEET EAST OF TELEPHONE
 OO0967'POLE NUMBER 3237.
 OO0967'
 OO0967'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 OO0967
 OO0967                          STATION RECOVERY (1980)
 OO0967
 OO0967'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (DV)
 OO0967'NO CAP ON STATION TOP OF STATION HAS BEEN BROKEN OFF AND CAP IS
 OO0967'GONE.  ALSO, AZ MARK DOES NOT FIT DESCRIPTION AND PRODUCES BAD
 OO0967'ANGULAR CLOSURE WITH OTHER STATIONS.  USED CHARLES CITY WATER TOWER
 OO0967'FOR REF. AZ INSTEAD.
 OO0967
 OO0967                          STATION RECOVERY (1980)
 OO0967
 OO0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 OO0967'THE SURFACE STATION MARK, THAT IS 12 INCHES BELOW THE GROUND SURFACE,
 OO0967'AIRPORT USGS, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH MARK
 OO0967'WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED IN 1971.
 OO0967'1981 OBSERVATIONS COMPARED FAVORABLY WITH 1971 DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2504 ***********************************************************************
 AI2504  DESIGNATION -  AIRPORT AZ MK
 AI2504  PID         -  AI2504
 AI2504  STATE/COUNTY-  IA/FLOYD
 AI2504  USGS QUAD   -  BASSETT (1971)
 AI2504
 AI2504                         *CURRENT SURVEY CONTROL
 AI2504  ___________________________________________________________________
 AI2504* NAD 83(1996)-  43 04 01.07965(N)    092 37 04.06338(W)     ADJUSTED  
 AI2504* NAVD 88     -       336.7    (meters)    1105.     (feet)  VERTCON   
 AI2504  ___________________________________________________________________
 AI2504  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AI2504  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 AI2504
 AI2504  HORZ ORDER  -  THIRD
 AI2504
 AI2504.The horizontal coordinates were established by classical geodetic methods
 AI2504.and adjusted by the National Geodetic Survey in January 2003..
 AI2504
 AI2504.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI2504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI2504
 AI2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2504
 AI2504.The geoid height was determined by GEOID03.
 AI2504
 AI2504;                    North         East     Units Scale Factor Converg.
 AI2504;SPC IA N     - 1,174,431.436 1,571,854.159   MT  0.99996962   +0 35 52.5
 AI2504;UTM  15      - 4,768,322.239   531,119.031   MT  0.99961191   +0 15 39.6
 AI2504
 AI2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2504!SPC IA N     -   0.99995207  x   0.99996962  =   0.99992169
 AI2504!UTM  15      -   0.99995207  x   0.99961191  =   0.99956400
 AI2504
 AI2504                          SUPERSEDED SURVEY CONTROL
 AI2504
 AI2504  NGVD 29 (01/21/03)  336.7    (m)         1105.     (f) VERT ANG       
 AI2504
 AI2504.Superseded values are not recommended for survey control.
 AI2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2504.See file dsdata.txt to determine how the superseded data were derived.
 AI2504
 AI2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3111968322(NAD 83)
 AI2504_MARKER: DZ = AZIMUTH MARK DISK
 AI2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2504_STAMPING: AIRPORT 1971
 AI2504_MARK LOGO: NGS   
 AI2504_PROJECTION: FLUSH
 AI2504_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2504+STABILITY: SURFACE MOTION
 AI2504
 AI2504  HISTORY     - Date     Condition        Report By
 AI2504  HISTORY     - 1971     MONUMENTED       NGS
 AI2504  HISTORY     - 19800621 GOOD             NGS
 AI2504
 AI2504                          STATION DESCRIPTION
 AI2504
 AI2504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AI2504'THE STATION IS ABOUT 2-1/2 MILES EAST OF CHARLES CITY, 1/2 MILE WEST
 AI2504'OF THE CHARLIE CITY MUNICIPAL AIRPORT AND ON THE SOUTH RIGHT-OF-WAY OF
 AI2504'U.S HIGHWAY 18.  TO REACH THE STATION FROM THE JUNCTION OF U.S
 AI2504'HIGHWAYS 18 AND 218, IN CHARLES CITY, GO EAST ON HIGHWAY 18 FOR 3.2
 AI2504'MILES (5.1 KM) TO THE MARK ON THE RIGHT.  STATION IS A STANDARD
 AI2504'AZIMUTH MARK, STAMPED---AIRPORT 1971---SET IN THE TOP OF A ROUND
 AI2504'CONCRETE POST THAT IS FLUSH.  IT IS 95 FT (29.0 M) NORTHEAST OF THE
 AI2504'NORTHEAST CORNER OF A HOUSE, 46.0 FT (14.0 M) SOUTH OF THE CENTERLINE
 AI2504'OF HIGHWAY 18 AND 3.8 FT (1.2 M) NORTH OF TELEPHONE POLE NUMBER 3237.
 AI2504'THE DISTANCE FROM STATION AIRPORT WAS MEASURED ELECTRONICALLY, THE
 AI2504'DISTANCE BEING 577.671 METERS (1895.242 FT) WEST OF AIRPORT, MARK TO
 AI2504'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1013 ***********************************************************************
 OP1013  DESIGNATION -  AIRPORT BCN ALGONA MUN APT
 OP1013  PID         -  OP1013
 OP1013  STATE/COUNTY-  IA/KOSSUTH
 OP1013  USGS QUAD   -  HOBARTON (1980)
 OP1013
 OP1013                         *CURRENT SURVEY CONTROL
 OP1013  ___________________________________________________________________
 OP1013* NAD 83(1996)-  43 04 50.97376(N)    094 16 21.57639(W)     ADJUSTED  
 OP1013* NAVD 88     -       381.     (meters)    1250.     (feet)  VERTCON   
 OP1013  ___________________________________________________________________
 OP1013  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 OP1013  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 OP1013
 OP1013  HORZ ORDER  -  THIRD
 OP1013
 OP1013.This mark is at Algona Municipal Airport (AXA)
 OP1013
 OP1013.The horizontal coordinates were established by classical geodetic methods
 OP1013.and adjusted by the National Geodetic Survey in May 1999..
 OP1013
 OP1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1013
 OP1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1013
 OP1013.The geoid height was determined by GEOID03.
 OP1013
 OP1013;                    North         East     Units Scale Factor Converg.
 OP1013;SPC IA N     - 1,175,883.706 1,437,081.872   MT  0.99997133   -0 31 25.2
 OP1013;UTM  15      - 4,770,576.383   396,403.058   MT  0.99973203   -0 52 09.6
 OP1013
 OP1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1013!SPC IA N     -   0.99994477  x   0.99997133  =   0.99991610
 OP1013!UTM  15      -   0.99994477  x   0.99973203  =   0.99967681
 OP1013
 OP1013                          SUPERSEDED SURVEY CONTROL
 OP1013
 OP1013  NAD 83(1996)-  43 04 50.97377(N)    094 16 21.57639(W) AD(       ) 4
 OP1013  NAD 83(1986)-  43 04 50.96747(N)    094 16 21.56879(W) AD(       ) 4
 OP1013  NAD 27      -  43 04 51.08729(N)    094 16 20.69907(W) AD(       ) 3
 OP1013  NGVD 29 (07/19/86)  381.     (m)         1250.     (f) VERT ANG       
 OP1013
 OP1013.Superseded values are not recommended for survey control.
 OP1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1013.See file dsdata.txt to determine how the superseded data were derived.
 OP1013
 OP1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9640370576(NAD 83)
 OP1013_MARKER: 21 = AIRPORT BEACON
 OP1013
 OP1013  HISTORY     - Date     Condition        Report By
 OP1013  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP1013
 OP1013                          STATION DESCRIPTION
 OP1013
 OP1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1013'THE AIRPORT BEACON ALGONA MUNICIPAL AIRPORT IS LOCATED ABOUT
 OP1013'2 MILES WEST-NORTHWEST OF ALGONA IN THE NE 1/4 OF SEC. 4,
 OP1013'T 95 N, R 29 W, AND AT THE SITE OF THE ALGONA MUNICIPAL
 OP1013'AIRPORT.
 OP1013'
 OP1013'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 OP1013'18 AND 169 IN THE NORTHWEST CORNER OF ALGONA, GO WEST ON
 OP1013'HIGHWAY 18 FOR 1.85 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 OP1013'AND GO SOUTH ON A GRAVELED ROAD FOR 0.15 MILE TO THE STATION
 OP1013'ON THE LEFT.
 OP1013'
 OP1013'THE STATION IS AN AIRPORT BEACON, SUPPORTED BY FOUR STEEL
 OP1013'LEGS THAT ARE PAINTED SILVER, SURROUNDED BY A PLATFORM AT
 OP1013'THE TOP.  THE BEACON FLASHES ALTERNATE BLUE AND WHITE AND
 OP1013'HAS AN OVERALL HEIGHT OF 37 FEET.
 OP1013'
 OP1013'THE POINT INTERSECTED FROM TRAVERSE STATION TANIS WAS THE
 OP1013'CENTER OF THE FOUR SUPPORT LEGS OF THE BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0790 ***********************************************************************
 OP0790  DESIGNATION -  AIRPORT BCN SPENCER MUN APT
 OP0790  PID         -  OP0790
 OP0790  STATE/COUNTY-  IA/CLAY
 OP0790  USGS QUAD   -  SPENCER (1982)
 OP0790
 OP0790                         *CURRENT SURVEY CONTROL
 OP0790  ___________________________________________________________________
 OP0790* NAD 83(1996)-  43 10 03.28484(N)    095 11 50.43424(W)     ADJUSTED  
 OP0790* NAVD 88     -       417.     (meters)    1368.     (feet)  VERTCON   
 OP0790  ___________________________________________________________________
 OP0790  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 OP0790  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 OP0790
 OP0790  HORZ ORDER  -  THIRD
 OP0790
 OP0790.This mark is at Spencer Municipal Airport (SPW)
 OP0790
 OP0790.The horizontal coordinates were established by classical geodetic methods
 OP0790.and adjusted by the National Geodetic Survey in May 1999..
 OP0790
 OP0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0790
 OP0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0790
 OP0790.The geoid height was determined by GEOID03.
 OP0790
 OP0790;                    North         East     Units Scale Factor Converg.
 OP0790;SPC IA N     - 1,186,619.356 1,361,985.309   MT  0.99998340   -1 09 01.3
 OP0790;UTM  15      - 4,781,768.246   321,382.837   MT  0.99999248   -1 30 13.2
 OP0790
 OP0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0790!SPC IA N     -   0.99993905  x   0.99998340  =   0.99992245
 OP0790!UTM  15      -   0.99993905  x   0.99999248  =   0.99993153
 OP0790
 OP0790                          SUPERSEDED SURVEY CONTROL
 OP0790
 OP0790  NAD 83(1996)-  43 10 03.28484(N)    095 11 50.43424(W) AD(       ) 4
 OP0790  NAD 83(1986)-  43 10 03.28223(N)    095 11 50.42366(W) AD(       ) 4
 OP0790  NAD 27      -  43 10 03.40117(N)    095 11 49.42457(W) AD(       ) 3
 OP0790  NGVD 29 (07/19/86)  417.     (m)         1368.     (f) VERT ANG       
 OP0790
 OP0790.Superseded values are not recommended for survey control.
 OP0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0790.See file dsdata.txt to determine how the superseded data were derived.
 OP0790
 OP0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2138381768(NAD 83)
 OP0790_MARKER: DR = REFERENCE MARK DISK
 OP0790_SETTING: 0 = UNSPECIFIED SETTING
 OP0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0790
 OP0790  HISTORY     - Date     Condition        Report By
 OP0790  HISTORY     - 1971     MONUMENTED       NGS
 OP0790
 OP0790                          STATION DESCRIPTION
 OP0790
 OP0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0790'THE AIRPORT BEACON SPENCER MUNICIPAL AIRPORT IS LOCATED ABOUT
 OP0790'3 MILES WEST OF SPENCER AT THE SITE OF THE SPENCER MUNICIPAL
 OP0790'AIRPORT AND ON PROPERTY OWNED BY THE CITY OF SPENCER.
 OP0790'
 OP0790'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18 AND
 OP0790'71 AND 18TH STREET IN THE NORTH PART OF SPENCER, GO WEST ON
 OP0790'18TH STREET FOR 2.3 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 OP0790'NORTH ON A PAVED ROAD FOR 0.9 MILE TO A CROSSROAD.  TURN LEFT
 OP0790'AND GO WEST ON A PAVED ROAD FOR 0.3 MILE TO THE ENTRANCE TO THE
 OP0790'AIRPORT ON THE LEFT.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR
 OP0790'0.15 MILE TO THE STATION ON THE LEFT.
 OP0790'
 OP0790'THE STATION IS AN AIRPORT BEACON LIGHT SUPPORTED BY 4 BRIDGED
 OP0790'STEEL LEGS, PAINTED SILVER, SURROUNDED BY A PLATFORM AT THE
 OP0790'TOP AND HAS AN OVERALL HEIGHT OF 58 FEET.
 OP0790'
 OP0790'THE POINT INTERSECTED AT TRIANGULATION STATION BEACON WAS
 OP0790'REFERENCE MARK 1 IN THE CENTER OF THE 4 SUPPORT LEGS OF THE
 OP0790'AIRPORT BEACON.  THE DISTANCE IS 129.385 FEET OR 39.437 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1250 ***********************************************************************
 MJ1250  DESIGNATION -  AIRWAY BEACON 0
 MJ1250  PID         -  MJ1250
 MJ1250  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1250  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1250
 MJ1250                         *CURRENT SURVEY CONTROL
 MJ1250  ___________________________________________________________________
 MJ1250* NAD 83(1996)-  41 17 19.08950(N)    095 50 41.04866(W)     ADJUSTED  
 MJ1250* NAVD 88     -                                                        
 MJ1250  ___________________________________________________________________
 MJ1250  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 MJ1250  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 MJ1250
 MJ1250  HORZ ORDER  -  THIRD
 MJ1250
 MJ1250.The horizontal coordinates were established by classical geodetic methods
 MJ1250.and adjusted by the National Geodetic Survey in May 1999..
 MJ1250
 MJ1250
 MJ1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1250
 MJ1250.The geoid height was determined by GEOID03.
 MJ1250
 MJ1250;                    North         East     Units Scale Factor Converg.
 MJ1250;SPC IA S     -   145,748.484   303,622.026   MT  0.99994954   -1 32 40.1
 MJ1250;SPC NE       -   169,935.559   847,824.075   MT  0.99966575   +2 45 13.3
 MJ1250;UTM  15      - 4,574,703.043   261,787.287   MT  1.00029842   -1 52 40.8
 MJ1250
 MJ1250                          SUPERSEDED SURVEY CONTROL
 MJ1250
 MJ1250  NAD 83(1996)-  41 17 19.08949(N)    095 50 41.04855(W) AD(       ) 4
 MJ1250  NAD 83(1986)-  41 17 19.09873(N)    095 50 41.04938(W) AD(       ) 4
 MJ1250  NAD 27      -  41 17 19.10800(N)    095 50 40.00900(W) AD(       ) 3
 MJ1250
 MJ1250.Superseded values are not recommended for survey control.
 MJ1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1250.See file dsdata.txt to determine how the superseded data were derived.
 MJ1250
 MJ1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6178774703(NAD 83)
 MJ1250_MARKER: 22 = AIRWAY BEACON
 MJ1250
 MJ1250  HISTORY     - Date     Condition        Report By
 MJ1250  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1250
 MJ1250                          STATION DESCRIPTION
 MJ1250
 MJ1250'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1203 ***********************************************************************
 MJ1203  DESIGNATION -  AIRWAY BEACON 1
 MJ1203  PID         -  MJ1203
 MJ1203  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1203  USGS QUAD   -  TAYLOR (1957)
 MJ1203
 MJ1203                         *CURRENT SURVEY CONTROL
 MJ1203  ___________________________________________________________________
 MJ1203* NAD 83(1996)-  41 19 31.91002(N)    095 36 51.50210(W)     ADJUSTED  
 MJ1203* NAVD 88     -                                                        
 MJ1203  ___________________________________________________________________
 MJ1203  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 MJ1203  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 MJ1203
 MJ1203  HORZ ORDER  -  THIRD
 MJ1203
 MJ1203.The horizontal coordinates were established by classical geodetic methods
 MJ1203.and adjusted by the National Geodetic Survey in May 1999..
 MJ1203
 MJ1203
 MJ1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1203
 MJ1203.The geoid height was determined by GEOID03.
 MJ1203
 MJ1203;                    North         East     Units Scale Factor Converg.
 MJ1203;SPC IA S     -   149,349.903   323,016.706   MT  0.99995073   -1 23 33.7
 MJ1203;UTM  15      - 4,578,192.388   281,208.313   MT  1.00018916   -1 43 37.2
 MJ1203
 MJ1203                          SUPERSEDED SURVEY CONTROL
 MJ1203
 MJ1203  NAD 83(1996)-  41 19 31.90996(N)    095 36 51.50226(W) AD(       ) 4
 MJ1203  NAD 83(1986)-  41 19 31.92072(N)    095 36 51.50346(W) AD(       ) 4
 MJ1203  NAD 27      -  41 19 31.93600(N)    095 36 50.44700(W) AD(       ) 3
 MJ1203
 MJ1203.Superseded values are not recommended for survey control.
 MJ1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1203.See file dsdata.txt to determine how the superseded data were derived.
 MJ1203
 MJ1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF8120878192(NAD 83)
 MJ1203_MARKER: 22 = AIRWAY BEACON
 MJ1203
 MJ1203  HISTORY     - Date     Condition        Report By
 MJ1203  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1203
 MJ1203                          STATION DESCRIPTION
 MJ1203
 MJ1203'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1659 ***********************************************************************
 NM1659  CBN         -  This is a Cooperative Base Network Control Station.
 NM1659  DESIGNATION -  AITKEN
 NM1659  PID         -  NM1659
 NM1659  STATE/COUNTY-  IA/WOODBURY
 NM1659  USGS QUAD   -  LAWTON (1964)
 NM1659
 NM1659                         *CURRENT SURVEY CONTROL
 NM1659  ___________________________________________________________________
 NM1659* NAD 83(1996)-  42 24 53.20391(N)    096 07 32.44856(W)     ADJUSTED  
 NM1659* NAVD 88     -       428.9    (meters)    1407.     (feet)  GPS OBS   
 NM1659  ___________________________________________________________________
 NM1659  X           -    -503,279.756 (meters)                     COMP
 NM1659  Y           -  -4,689,414.502 (meters)                     COMP
 NM1659  Z           -   4,280,001.873 (meters)                     COMP
 NM1659  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 NM1659  ELLIP HEIGHT-         402.33  (meters)          (06/15/04) GPS OBS
 NM1659  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 NM1659
 NM1659  HORZ ORDER  -  B
 NM1659  ELLP ORDER  -  FOURTH    CLASS I
 NM1659
 NM1659.The horizontal coordinates were established by GPS observations
 NM1659.and adjusted by the National Geodetic Survey in August 1997..
 NM1659
 NM1659.The orthometric height was determined by GPS observations and a
 NM1659.high-resolution geoid model.
 NM1659
 NM1659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1659
 NM1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1659
 NM1659.The ellipsoidal height was determined by GPS observations
 NM1659.and is referenced to NAD 83.
 NM1659
 NM1659.The geoid height was determined by GEOID03.
 NM1659
 NM1659;                    North         East     Units Scale Factor Converg.
 NM1659;SPC IA N     - 1,104,965.814 1,283,923.295   MT  0.99995506   -1 46 46.3
 NM1659;UTM  14      - 4,699,833.312   736,501.298   MT  1.00028824   +1 56 22.6
 NM1659
 NM1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1659!SPC IA N     -   0.99993690  x   0.99995506  =   0.99989197
 NM1659!UTM  14      -   0.99993690  x   1.00028824  =   1.00022513
 NM1659
 NM1659:                Primary Azimuth Mark                     Grid Az
 NM1659:SPC IA N     -  MOVILLE MUNICIPAL TANK                   030 08 08.0
 NM1659:UTM  14      -  MOVILLE MUNICIPAL TANK                   026 24 59.1
 NM1659
 NM1659|---------------------------------------------------------------------|
 NM1659| PID    Reference Object                     Distance      Geod. Az  |
 NM1659|                                                           dddmmss.s |
 NM1659| NM1655 MOVILLE MUNICIPAL TANK              APPROX. 9.6 KM 0282121.7 |
 NM1659| CO2058 AITKEN RM 1                          33.710 METERS 07510     |
 NM1659| CO2060 AITKEN RM 3                          13.942 METERS 07658     |
 NM1659| CO2059 AITKEN RM 2                          16.203 METERS 14243     |
 NM1659| CO2061 AITKEN RM 4                          15.630 METERS 17542     |
 NM1659| NM1665 SLOAN MUNICIPAL TANK                APPROX.21.9 KM 2025754.9 |
 NM1659| NM1676 SIOUX CITY SAGE WATER TANK          APPROX.20.4 KM 2650836.2 |
 NM1659| CO2056 AITKEN AZ MK                                       2703144.8 |
 NM1659| CO2057 AITKEN AZ MK RESET                                 2705039.7 |
 NM1659| NM1673 WOODBURY COUNTY POOR FARM TANK      APPROX.13.7 KM 2770526.6 |
 NM1659| NM1670 SIOUX CITY MORNINGSIDE MUN TK       APPROX.21.5 KM 2895355.5 |
 NM1659|---------------------------------------------------------------------|
 NM1659
 NM1659                          SUPERSEDED SURVEY CONTROL
 NM1659
 NM1659  ELLIP H (08/25/97)  402.35   (m)                       GP(       ) 4 1
 NM1659  NAD 83(1996)-  42 24 53.20406(N)    096 07 32.44854(W) AD(       ) 2
 NM1659  NAD 83(1986)-  42 24 53.20584(N)    096 07 32.44756(W) AD(       ) 2
 NM1659  NAD 27      -  42 24 53.22900(N)    096 07 31.37300(W) AD(       ) 2
 NM1659
 NM1659.Superseded values are not recommended for survey control.
 NM1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1659.See file dsdata.txt to determine how the superseded data were derived.
 NM1659
 NM1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3650199833(NAD 83)
 NM1659_MARKER: DS = TRIANGULATION STATION DISK
 NM1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1659_STAMPING: AITKEN 1934
 NM1659_MARK LOGO: CGS   
 NM1659_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1659+STABILITY: SURFACE MOTION
 NM1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1659+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 NM1659
 NM1659  HISTORY     - Date     Condition        Report By
 NM1659  HISTORY     - 1934     MONUMENTED       CGS
 NM1659  HISTORY     - 1950     GOOD             CGS
 NM1659  HISTORY     - 1963     GOOD             CGS
 NM1659  HISTORY     - 1963     GOOD             CGS
 NM1659  HISTORY     - 19960919 GOOD             IADT
 NM1659  HISTORY     - 20021031 GOOD             JCLS
 NM1659
 NM1659                          STATION DESCRIPTION
 NM1659
 NM1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM1659'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF BRONSON AND
 NM1659'ABOUT 2-1/2 MILES SOUTH OF LAWTON, IN THE SOUTHWEST QUARTER
 NM1659'OF SEC. 19, T. 88 N., R. 45 W., ON THE HIGHEST HILL IN THE
 NM1659'VICINITY, 30 FEET FROM CENTERLINE OF AN EAST-AND-WEST ROAD
 NM1659'ON THE SOUTH, ALONG EAST-AND-WEST FENCE LINE AND 110 FEET
 NM1659'WEST OF A LANE LEADING TO MR. AITKENS HOUSE.  SURFACE AND
 NM1659'UNDERGROUND MARKS ARE SET AS DESCRIBED.
 NM1659'
 NM1659'TO REACH FROM BRONSON, GO NORTHEAST ALONG RAILROAD TRACK
 NM1659'FROM DEPOT FOR 0.5 MILE, THEN TAKE RIGHT FORK AND FOLLOW
 NM1659'NORTH AND EAST FOR 4.1 MILES TO STATION ON THE NORTH.
 NM1659'
 NM1659'REFERENCE MARK NO. 1 IS 33.710 METERS (110.60 FEET)
 NM1659'EAST OF STATION, IN FENCE LINE ON EAST SIDE OF CULTIVATED FIELD
 NM1659'AND LANE.
 NM1659'
 NM1659'REFERENCE MARK NO. 2 IS 16.208 METERS (53.17 FEET)
 NM1659'SOUTHEAST OF STATION, ON SOUTH SIDE OF ROAD AND ALONG EAST-AND-WEST
 NM1659'FENCE LINE.
 NM1659'
 NM1659'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE WEST OF
 NM1659'STATION, AT TOP OF SECOND PROMINENT HILL, ON NORTH SIDE OF
 NM1659'ROAD ALONG EAST-AND-WEST FENCE LINE, ON BANK OF DEEP CUT.
 NM1659
 NM1659                          STATION RECOVERY (1950)
 NM1659
 NM1659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM1659'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1659'TO BE IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK
 NM1659'NO. 1 WAS NOT CHECKED DUE TO CORNFIELD.  A DIFFERENCE WAS
 NM1659'FOUND IN THE DIRECTION TO THE AZIMUTH MARK AND REFERENCE
 NM1659'MARKS.  TWO ATTEMPTS WERE MADE ON SEPERATE OCCASIONS AND THE
 NM1659'RESULTS MEANED.  ORIGINAL DESCRIPTION IS ADEQUATE.
 NM1659'
 NM1659'1950 OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER.
 NM1659
 NM1659                          STATION RECOVERY (1963)
 NM1659
 NM1659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 NM1659'THIS STATION WAS RECOVERED AS DESCRIBED.  BUT THE ROAD HAD
 NM1659'BEEN GRADED AND THE SOUTH SIDE OF THE STATION MARK WAS EXPOSED.
 NM1659'THE EARTH WAS LEVELED OFF AROUND THE MARK AND THE SOUTH SIDE
 NM1659'WAS BUILT UP, SO THE MARK PROJECTS ABOUT 12 INCHES.  A STEEL
 NM1659'WITNESS POST WITH SIGN WAS SET 1 FOOT WEST OF THE STATION
 NM1659'MARK WHICH PROJECTS ABOUT 12 INCHES AND IS SOLID IN THE
 NM1659'GROUND.  BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 NM1659'DISPLACED BY ROAD GRADING AND FOUND ALONG THE DITCH.  THEY
 NM1659'WILL BE REPLACED LATER.
 NM1659'
 NM1659'A NEW TO REACH FROM THE JUNCTION OF NEW U.S. HIGHWAY 20
 NM1659'(DOUBLE LANE) AND STATE HIGHWAY 140 AT THE SOUTHWEST EDGE
 NM1659'OF MOVILLE, GO SOUTH ON STATE HIGHWAY 140 FOR 2.8 MILES TO
 NM1659'CROSSROADS, THENCE WEST ALONG A GRAVEL ROAD FOR 2.0 MILES TO
 NM1659'A T-ROAD SOUTH.  TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR
 NM1659'1.8 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST ON A DIRT AND
 NM1659'GRADED ROAD FOR 0.5 MILE TO THE TOP OF THE HILL AND THE
 NM1659'STATION.
 NM1659
 NM1659                          STATION RECOVERY (1963)
 NM1659
 NM1659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 NM1659'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NM1659'FOUND IN GOOD CONDITION EXCEPT BOTH REFERENCE AND THE AZIMUTH
 NM1659'MARKS HAD BEEN DISPLACED.  THESE MARKS WERE REESTABLISHED.
 NM1659'A COMPLETE DESCRIPTION FOLLOWS.
 NM1659'
 NM1659'STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF MOVILLE
 NM1659'AND 5 MILES EAST-NORTHEAST OF BRONSON IN THE SW 1/4 OF SEC.
 NM1659'19, T 88 N., R 45 ON THE HIGHEST GROUND IN THE IMMEDIATE
 NM1659'VICINITY, 174 FEET WEST OF A POWER POLE, 94 FEET WEST OF
 NM1659'FIELD ENTRANCE AND THE CENTER OF GATE, 24 FEET NORTH OF
 NM1659'THE CENTER OF EAST-WEST GRADED SECTIONLINE ROAD, 6 FEET
 NM1659'SOUTH OF A FENCELINE, AND 1 FOOT EAST OF A NEW STEEL WITNESS
 NM1659'POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 NM1659'AITKEN 1934.
 NM1659'
 NM1659'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NM1659'(NEW) AND STATE HIGHWAY 140 AT THE SOUTHWEST EDGE OF THE TOWN
 NM1659'OF MOVILLE, GO SOUTH ON STATE HIGHWAY 140 FOR 2.7 MILES TO
 NM1659'CROSSROADS.  TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 2.1
 NM1659'MILES TO A T-ROAD LEFT.  TURN LEFT AND GO SOUTH ON GRAVEL
 NM1659'ROAD FOR 1.9 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST
 NM1659'ON GRADED AND GRAVEL ROAD FOR 0.4 MILE TO THE STATION ON
 NM1659'THE RIGHT AT THE TOP OF HILL.
 NM1659'
 NM1659'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 128 FEET WEST
 NM1659'OF A POWER POLE, 48 FEET WEST OF THE CENTER OF FIELD ENTRANCE
 NM1659'AND GATE, 33 FEET WEST OF THE WEST GATE POST, 29 FEET NORTH
 NM1659'OF THE CENTER OF EAST-WEST ROAD, AND 1 FOOT SOUTH OF FENCE.
 NM1659'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED AITKEN NO
 NM1659'3 1934.
 NM1659'
 NM1659'REFERENCE MARK NO. 4 IS SOUTH OF THE STATION, 28 FEET SOUTH
 NM1659'OF THE CENTER OF GRADED ROAD, AND 2 FEET NORTH OF FENCE.
 NM1659'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED AITKEN
 NM1659'NO 4 1934.
 NM1659'
 NM1659'AZIMUTH MARK (RESET) IS 1.25 MILES WEST OF THE STATION,
 NM1659'ABOUT 200 YARDS EAST OF FARM BUILDINGS BELONGING TO MR. VERLIN
 NM1659'PARKER, 118 FEET WEST OF A T-FENCE INTERSECTION, 1 FOOT NORTH
 NM1659'OF A FENCE, AND 1 FOOT EAST OF A NEW STEEL WITNESS POST.
 NM1659'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED AITKEN
 NM1659'AZI RESET 1963.
 NM1659'
 NM1659'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRADED
 NM1659'ROAD FOR 1.25 MILES TO THE AZIMUTH MARK ON THE RIGHT ALONG
 NM1659'THE NORTH SIDE OF THE ROAD AS DESCRIBED.
 NM1659'
 NM1659'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1659
 NM1659                          STATION RECOVERY (1996)
 NM1659
 NM1659'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 NM1659'RECOVERED IN 1996 BY IOWA DEPARTMENT OF TRANSPORTATION.  LOCATED IN
 NM1659'THE SW 1/4 OF SECTION 19, T 88 N, R 45 W.  A NEW TO REACH DESCRIPTION
 NM1659'FOLLOWS.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 20 AND COUNTY
 NM1659'ROAD K64 (SOUTH) AT THE SOUTHWEST EDGE OF THE TOWN OF MOVILLE, GO
 NM1659'SOUTH ON COUNTY ROAD K64 FOR 5.7 MI (9.2 KM) TO COUNTY ROAD D38 TO
 NM1659'BRONSON.  TURN RIGHT AND GO WEST ON COUNTY ROAD D38 FOR 2.1 MI (3.4
 NM1659'KM) TO AN ANGLED NORTHEAST-SOUTHEAST CROSSROAD (GARNER AVE.) . TURN
 NM1659'RIGHT AND GO NORTHERLY ON GARNER AVENUE FOR 1.0 MI (1.6 KM) TO A
 NM1659'CROSSROAD.  TURN LEFT AND GO WEST AT THE CROSSROAD (200TH STREET) FOR
 NM1659'0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT AT THE TOP OF A HILL. THE
 NM1659'MONUMENT IS 28 M (91.9 FT) WEST OF A FIELD ENTRANCE NORTH, 1 M (3.3
 NM1659'FT) SOUTH OF A PINK STATE HARN SURVEY SIGN, AND PROJECTS ABOUT 0.67 FT
 NM1659'(20.42 CM) ABOVE THE GROUND.  NOTE----THIS MONUMENT IS ALONG A HILLY
 NM1659'DIRT ROAD, WHICH MAY BE DIFFICULT TO REACH UNDER WET CONDITIONS.
 NM1659'EXTRA TIME SHOULD BE ALLOWED FOR SET-UP UNDER EXTREME CONDITIONS.
 NM1659
 NM1659                          STATION RECOVERY (2002)
 NM1659
 NM1659'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 NM1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1707 ***********************************************************************
 NM1707  DESIGNATION -  AKRON
 NM1707  PID         -  NM1707
 NM1707  STATE/COUNTY-  IA/PLYMOUTH
 NM1707  USGS QUAD   -  JEFFERSON (1994)
 NM1707
 NM1707                         *CURRENT SURVEY CONTROL
 NM1707  ___________________________________________________________________
 NM1707* NAD 83(1996)-  42 49 44.43063(N)    096 32 39.46709(W)     ADJUSTED  
 NM1707* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 NM1707  ___________________________________________________________________
 NM1707  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 NM1707  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 NM1707
 NM1707  HORZ ORDER  -  THIRD
 NM1707
 NM1707.The horizontal coordinates were established by classical geodetic methods
 NM1707.and adjusted by the National Geodetic Survey in May 1999..
 NM1707
 NM1707.The orthometric height was scaled from a topographic map.
 NM1707
 NM1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1707
 NM1707.The geoid height was determined by GEOID03.
 NM1707
 NM1707;                    North         East     Units Scale Factor Converg.
 NM1707;SPC IA N     - 1,152,103.660 1,251,144.297   MT  0.99994932   -2 03 47.7
 NM1707;SPC SD S     -    62,131.670   909,709.955   MT  1.00000103   +2 36 49.9
 NM1707;SPC SD S     -   203,843.65  2,984,606.74   sFT  1.00000103   +2 36 49.9
 NM1707;UTM  14      - 4,744,751.865   700,719.248   MT  1.00009567   +1 40 11.9
 NM1707
 NM1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1707!SPC IA N     -   0.99994253  x   0.99994932  =   0.99989185
 NM1707!SPC SD S     -   0.99994253  x   1.00000103  =   0.99994356
 NM1707!UTM  14      -   0.99994253  x   1.00009567  =   1.00003819
 NM1707
 NM1707|---------------------------------------------------------------------|
 NM1707| PID    Reference Object                     Distance      Geod. Az  |
 NM1707|                                                           dddmmss.s |
 NM1707| CO2064 AKRON RM 1                           11.759 METERS 16345     |
 NM1707| NM1710 COAD                                APPROX.12.2 KM 1834719.0 |
 NM1707| CO2062 AKRON AZ MK                                        2640428.0 |
 NM1707| CO2063 AKRON AZ MK 2                                      2663731.0 |
 NM1707| CO2065 AKRON RM 2                           12.515 METERS 27848     |
 NM1707|---------------------------------------------------------------------|
 NM1707
 NM1707                          SUPERSEDED SURVEY CONTROL
 NM1707
 NM1707  NAD 83(1996)-  42 49 44.43063(N)    096 32 39.46710(W) AD(       ) 3
 NM1707  NAD 83(1996)-  42 49 44.43063(N)    096 32 39.46705(W) AD(       ) 3
 NM1707  NAD 83(1996)-  42 49 44.43079(N)    096 32 39.46651(W) AD(       ) 3
 NM1707  NAD 83(1986)-  42 49 44.43440(N)    096 32 39.46123(W) AD(       ) 3
 NM1707  NAD 27      -  42 49 44.46200(N)    096 32 38.35300(W) AD(       ) 3
 NM1707
 NM1707.Superseded values are not recommended for survey control.
 NM1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1707.See file dsdata.txt to determine how the superseded data were derived.
 NM1707
 NM1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0071944752(NAD 83)
 NM1707_MARKER: DS = TRIANGULATION STATION DISK
 NM1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1707
 NM1707  HISTORY     - Date     Condition        Report By
 NM1707  HISTORY     - 1949     MONUMENTED       CGS
 NM1707  HISTORY     - 1960     POOR             CGS
 NM1707
 NM1707                          STATION DESCRIPTION
 NM1707
 NM1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1707'THE STATION IS LOCATED ABOUT 0.8 MILE EAST OF THE SMALL CITY
 NM1707'OF AKRON.  IT IS 33 FEET WEST NORTHWEST OF THE SOUTHWEST
 NM1707'CORNER OF A CHICKEN HOUSE, 39 FEET NORTH NORTHWEST OF THE
 NM1707'CORNER OF A GARAGE AND 6 FEET SOUTH OF AN EAST-WEST FENCE
 NM1707'LINE.  THE MARK IS STAMPED AKRON 1949 AND IS SET FLUSH WITH
 NM1707'THE GROUND.
 NM1707'
 NM1707'R.M. NO. 1 IS 28 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 NM1707'A CHICKEN HOUSE AND 6 INCHES NORTH OF THE NORTHWEST CORNER
 NM1707'OF A GARAGE.  THE MARK IS STAMPED AKRON NO 1 1949 AND IS
 NM1707'SET FLUSH WITH THE GROUND.
 NM1707'
 NM1707'R.M. NO. 2 IS 6 INCHES SOUTH OF AN EAST-WEST FENCE LINE.  THE
 NM1707'MARK IS STAMPED AKRON NO 2 1949 AND IS SET FLUSH WITH THE
 NM1707'GROUND.
 NM1707'
 NM1707'AZIMUTH MARK IS SET IN THE NORTHEAST ANGLE OF A T-ROAD, 36
 NM1707'FEET NORTH OF THE CENTER LINE OF A ROAD, 20 FEET EAST OF
 NM1707'THE CENTER LINE OF A T-ROAD, 13 FEET NORTH NORTHEAST OF A
 NM1707'POWER LINE POLE, 3 FEET NORTH NORTHEAST OF A WHITE WITNESS
 NM1707'POST AND 3 FEET EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK IS
 NM1707'STAMPED AKRON 1949 AND PROJECTS ABOUT 4 INCHES.
 NM1707'
 NM1707'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL CITY
 NM1707'OF AKRON, GO EAST ON MAIN STREET FOR 0.5 MILE TO END OF
 NM1707'PAVEMENT, CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR 0.1
 NM1707'MILE TO A T-ROAD LEFT, (AZIMUTH MARK ON LEFT AS DESCRIBED.)
 NM1707'CONTINUE EAST FOR 0.2 MILE TO FARM HOME AND STATION ON NORTH
 NM1707'SIDE OF GARAGE AS DESCRIBED.
 NM1707'
 NM1707'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1707
 NM1707                          STATION RECOVERY (1960)
 NM1707
 NM1707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (EAR)
 NM1707'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1707'IN GOOD CONDITION EXCEPT THE STATION MARK AND THE AZIMUTH MARK.
 NM1707'THE AZIMUTH MARK WAS MOVED BECAUSE OF ROAD CONSTRUCTION.  THE
 NM1707'SURFACE STATION MARK HAD BEEN HIT AND WAS FOUND IN A TILTED
 NM1707'POSITION.  IT WAS TAKEN OUT OF THE GROUND AND PLUMBED OVER
 NM1707'THE UNDERGROUND MARK.  THE DISTANCES TO THE REFERENCE MARKS
 NM1707'FROM THE STATION CHECKED THE OLD MEASUREMENTS, THEN.  THE
 NM1707'ORIGINAL DESCRIPTION IS ADEQUATE.
 NM1707'
 NM1707'AZIMUTH MARK (RESET) IS 0.15 MILE WEST OF THE STATION IN THE
 NM1707'NORTHEAST ANGLE OF A T-INTERSECTION, 70 FEET NORTH OF THE CENTER
 NM1707'OF A GRADED ROAD LEADING EAST TO FARM BUILDINGS OCCUPIED
 NM1707'BY OSCAR KAPFER AND OWNED BY MILDRED WAKEMAN, 60 FEET EAST
 NM1707'OF THE CENTER OF SECTION-LINE ROAD, 40 FEET EAST OF A FENCE
 NM1707'CORNER, AND 1 FOOT SOUTH OF A FENCE AND A NEW STEEL WITNESS
 NM1707'POST SIGN.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NM1707'AKRON 1949 RESET 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0266 ***********************************************************************
 NM0266  DESIGNATION -  ALBATON
 NM0266  PID         -  NM0266
 NM0266  STATE/COUNTY-  IA/MONONA
 NM0266  USGS QUAD   -  ALBATON (1969)
 NM0266
 NM0266                         *CURRENT SURVEY CONTROL
 NM0266  ___________________________________________________________________
 NM0266* NAD 83(1996)-  42 12 52.26158(N)    096 17 11.47600(W)     ADJUSTED  
 NM0266* NAVD 88     -       327.581  (meters)    1074.74   (feet)  ADJUSTED  
 NM0266  ___________________________________________________________________
 NM0266  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 NM0266  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 NM0266  DYNAMIC HT  -         327.471 (meters)    1074.38  (feet)  COMP
 NM0266  MODELED GRAV-     980,277.0   (mgal)                       NAVD 88
 NM0266
 NM0266  HORZ ORDER  -  SECOND
 NM0266  VERT ORDER  -  SECOND    CLASS 0
 NM0266
 NM0266.The horizontal coordinates were established by classical geodetic methods
 NM0266.and adjusted by the National Geodetic Survey in May 1999..
 NM0266
 NM0266.The orthometric height was determined by differential leveling
 NM0266.and adjusted by the National Geodetic Survey in June 1991..
 NM0266
 NM0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0266
 NM0266.The geoid height was determined by GEOID03.
 NM0266
 NM0266.The dynamic height is computed by dividing the NAVD 88
 NM0266.geopotential number by the normal gravity value computed on the
 NM0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0266.degrees latitude (g = 980.6199 gals.).
 NM0266
 NM0266.The modeled gravity was interpolated from observed gravity values.
 NM0266
 NM0266;                    North         East     Units Scale Factor Converg.
 NM0266;SPC IA N     - 1,083,157.413 1,269,958.701   MT  0.99997645   -1 53 18.8
 NM0266;SPC NE       -   270,961.003   806,453.571   MT  0.99973505   +2 27 39.3
 NM0266;UTM  14      - 4,677,159.233   723,975.790   MT  1.00021729   +1 49 26.3
 NM0266
 NM0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0266!SPC IA N     -   0.99995276  x   0.99997645  =   0.99992921
 NM0266!SPC NE       -   0.99995276  x   0.99973505  =   0.99968782
 NM0266!UTM  14      -   0.99995276  x   1.00021729  =   1.00017004
 NM0266
 NM0266:                Primary Azimuth Mark                     Grid Az
 NM0266:SPC IA N     -  SLOAN MUNICIPAL TANK                     067 52 10.6
 NM0266:SPC NE       -  SLOAN MUNICIPAL TANK                     063 31 12.5
 NM0266:UTM  14      -  SLOAN MUNICIPAL TANK                     064 09 25.5
 NM0266
 NM0266|---------------------------------------------------------------------|
 NM0266| PID    Reference Object                     Distance      Geod. Az  |
 NM0266|                                                           dddmmss.s |
 NM0266| NM1665 SLOAN MUNICIPAL TANK                APPROX. 5.2 KM 0655851.8 |
 NM0266| NM0268 ALBATON RM 1                         25.708 METERS 13609     |
 NM0266| NM0269 ALBATON AZ MK                                      2115032.7 |
 NM0266| NM1713 WINNEBAGO LOOKOUT TOWER             APPROX. 6.6 KM 2833307.0 |
 NM0266| NM1666 OMAHA/SIOUX FALLS AMB 4 AWY 6       APPROX. 3.4 KM 3413750.3 |
 NM0266| NM0267 ALBATON RM 2                         24.342 METERS 34708     |
 NM0266|---------------------------------------------------------------------|
 NM0266
 NM0266                          SUPERSEDED SURVEY CONTROL
 NM0266
 NM0266  NAD 83(1996)-  42 12 52.26159(N)    096 17 11.47599(W) AD(       ) 2
 NM0266  NAD 83(1996)-  42 12 52.26280(N)    096 17 11.47712(W) AD(       ) 2
 NM0266  NAD 83(1986)-  42 12 52.26271(N)    096 17 11.47100(W) AD(       ) 2
 NM0266  NAD 27      -  42 12 52.29600(N)    096 17 10.37200(W) AD(       ) 2
 NM0266  NGVD 29 (??/??/92)  327.430  (m)         1074.24   (f) ADJ UNCH    2 0
 NM0266
 NM0266.Superseded values are not recommended for survey control.
 NM0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0266.See file dsdata.txt to determine how the superseded data were derived.
 NM0266
 NM0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2397677159(NAD 83)
 NM0266_MARKER: DB = BENCH MARK DISK
 NM0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0266_STAMPING: ALBATON 1948
 NM0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0266+STABILITY: SURFACE MOTION
 NM0266
 NM0266  HISTORY     - Date     Condition        Report By
 NM0266  HISTORY     - 1948     MONUMENTED       CGS
 NM0266  HISTORY     - 1948     GOOD             CGS
 NM0266
 NM0266                          STATION DESCRIPTION
 NM0266
 NM0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0266'THE STATION IS LOCATED ABOUT 3.0 MILES WEST AND 1.5 MILES SOUTH
 NM0266'OF SLOAN IN A BARN YARD.  IT IS 132 FEET WEST OF THE SOUTHWEST
 NM0266'CORNER OF THE HOUSE, 61 FEET NORTH-NORTHWEST OF A CRIB AND
 NM0266'36 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SHED.  THE
 NM0266'MARK IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 NM0266'DISK IS STAMPED ALBATON 1948.
 NM0266'
 NM0266'REFERENCE MARK NO. 1 IS 84.34 FEET SOUTHEAST OF THE STATION
 NM0266'IN A FENCE LINE, 37 FEET SOUTHWEST OF THE CENTER OF THE WINDMILL
 NM0266'AND 15 FEET EAST OF THE NORTHEAST CORNER OF THE CRIB.  THE
 NM0266'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ALBATON
 NM0266'NO 1 1948.
 NM0266'
 NM0266'REFERENCE MARK NO. 2 IS 79.86 FEET NORTH-NORTHWEST OF THE
 NM0266'STATION IN THE NORTHWEST CORNER OF LOT AND 54 FEET NORTHWEST
 NM0266'OF THE NORTHWEST CORNER OF A SHED.  THE MARK IS FLUSH WITH
 NM0266'THE GROUND AND THE DISK IS STAMPED ALBATON NO 2 1948.
 NM0266'
 NM0266'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION,
 NM0266'AT THE CORNER OF A FIELD, 33 FEET WEST OF THE CENTERLINE
 NM0266'OF THE ROAD, 1 FOOT EAST OF THE FENCE AND 1 FOOT SOUTH OF
 NM0266'A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NM0266'IS STAMPED ALBATON 1948.
 NM0266'
 NM0266'TO REACH FROM THE RAILROAD DEPOT IN SLOAN, GO SOUTHEAST ON
 NM0266'U.S. HIGHWAY 75 FOR 0.25 MILE TO A CROSSROAD WHERE STATE
 NM0266'HIGHWAY 140 LEADS LEFT, TURN RIGHT ON A GRAVELED ROAD FOR
 NM0266'2.35 MILES TO CROSSROADS, TURN LEFT (SOUTH) FOR 1.0 MILE,
 NM0266'TURN RIGHT (WEST) FOR 0.8 MILE TO A FARM HOUSE ON THE LEFT
 NM0266'AND THE STATION.
 NM0266'
 NM0266'TO REACH THE AZIMUTH FROM THE STATION, GO WEST FOR 0.2
 NM0266'MILE TO CROSSROADS, TURN LEFT (SOUTH) FOR 0.3 MILE TO THE
 NM0266'MARK ON THE RIGHT.
 NM0266'
 NM0266'A 47 FOOT SIGNAL AT 392 (MRC) IS VISIBLE FROM THE GROUND.
 NM0266'
 NM0266'A 74 FOOT SIGNAL AT BAGO 1934 IS VISIBLE AT 50 FEET.
 NM0266'
 NM0266'A 100 FOOT SIGNAL AT SALIX IS VISIBLE AT 37 FEET.
 NM0266'
 NM0266'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NM0266
 NM0266                          STATION RECOVERY (1948)
 NM0266
 NM0266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NM0266'2.1 MI N FROM ALBATON.
 NM0266'1.9 MILES NORTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0266'AT ALBATON, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, 1.0 MILE SOUTH
 NM0266'AND 0.2 MILE EAST OF BENCH MARK C 143 1948, AT A FARMHOUSE, 61.6
 NM0266'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CORN CRIB, 35.8
 NM0266'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL BARN, 25.5
 NM0266'FEET NORTH OF A EAST-WEST FENCE, 20.7 FEET EAST OF A NORTH-SOUTH
 NM0266'FENCE, SET IN THE TOP OF A CONCRETE POST AND ABOUT 0.2 FOOT BELOW
 NM0266'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0269 ***********************************************************************
 NM0269  DESIGNATION -  ALBATON AZ MK
 NM0269  PID         -  NM0269
 NM0269  STATE/COUNTY-  IA/MONONA
 NM0269  USGS QUAD   -  ALBATON (1969)
 NM0269
 NM0269                         *CURRENT SURVEY CONTROL
 NM0269  ___________________________________________________________________
 NM0269* NAD 83(1986)-  42 12 36.     (N)    096 17 25.     (W)     SCALED    
 NM0269* NAVD 88     -       327.457  (meters)    1074.33   (feet)  ADJUSTED  
 NM0269  ___________________________________________________________________
 NM0269  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 NM0269  DYNAMIC HT  -         327.347 (meters)    1073.97  (feet)  COMP
 NM0269  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 NM0269
 NM0269  VERT ORDER  -  SECOND    CLASS 0
 NM0269
 NM0269.The horizontal coordinates were scaled from a topographic map and have
 NM0269.an estimated accuracy of +/- 6 seconds.
 NM0269
 NM0269.The orthometric height was determined by differential leveling
 NM0269.and adjusted by the National Geodetic Survey in June 1991..
 NM0269
 NM0269.The geoid height was determined by GEOID03.
 NM0269
 NM0269.The dynamic height is computed by dividing the NAVD 88
 NM0269.geopotential number by the normal gravity value computed on the
 NM0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0269.degrees latitude (g = 980.6199 gals.).
 NM0269
 NM0269.The modeled gravity was interpolated from observed gravity values.
 NM0269
 NM0269;                    North         East    Units  Estimated Accuracy
 NM0269;SPC IA N     - 1,082,670.    1,269,630.      MT  (+/- 180 meters Scaled)
 NM0269
 NM0269                          SUPERSEDED SURVEY CONTROL
 NM0269
 NM0269  NGVD 29 (??/??/92)  327.305  (m)         1073.83   (f) ADJ UNCH    2 0
 NM0269
 NM0269.Superseded values are not recommended for survey control.
 NM0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0269.See file dsdata.txt to determine how the superseded data were derived.
 NM0269
 NM0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM236766(NAD 83)
 NM0269_MARKER: DZ = AZIMUTH MARK DISK
 NM0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0269_STAMPING: ALBATON 1948
 NM0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0269+STABILITY: SURFACE MOTION
 NM0269
 NM0269  HISTORY     - Date     Condition        Report By
 NM0269  HISTORY     - 1948     MONUMENTED       CGS
 NM0269
 NM0269                          STATION DESCRIPTION
 NM0269
 NM0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0269'1.6 MI N FROM ALBATON.
 NM0269'1.55 MILES NORTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0269'AT ALBATON, 0.35 MILE SOUTH OF AN EAST-WEST ROAD, AT A ROAD
 NM0269'LEADING WEST INTO A FIELD, 35.0 FEET WEST OF THE CENTER LINE OF THE
 NM0269'ROAD, 8.0 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD, 2.8
 NM0269'FEET SOUTHEAST OF A NORTH GATE POST, 1.2 FEET EAST OF A GATE,
 NM0269'1.7 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM0269'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0268 ***********************************************************************
 NM0268  DESIGNATION -  ALBATON RM 1
 NM0268  PID         -  NM0268
 NM0268  STATE/COUNTY-  IA/MONONA
 NM0268  USGS QUAD   -  ALBATON (1969)
 NM0268
 NM0268                         *CURRENT SURVEY CONTROL
 NM0268  ___________________________________________________________________
 NM0268* NAD 83(1986)-  42 12 52.     (N)    096 17 11.     (W)     SCALED    
 NM0268* NAVD 88     -       327.562  (meters)    1074.68   (feet)  ADJUSTED  
 NM0268  ___________________________________________________________________
 NM0268  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 NM0268  DYNAMIC HT  -         327.452 (meters)    1074.32  (feet)  COMP
 NM0268  MODELED GRAV-     980,277.0   (mgal)                       NAVD 88
 NM0268
 NM0268  VERT ORDER  -  SECOND    CLASS 0
 NM0268
 NM0268.The horizontal coordinates were scaled from a topographic map and have
 NM0268.an estimated accuracy of +/- 6 seconds.
 NM0268
 NM0268.The orthometric height was determined by differential leveling
 NM0268.and adjusted by the National Geodetic Survey in June 1991..
 NM0268
 NM0268.The geoid height was determined by GEOID03.
 NM0268
 NM0268.The dynamic height is computed by dividing the NAVD 88
 NM0268.geopotential number by the normal gravity value computed on the
 NM0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0268.degrees latitude (g = 980.6199 gals.).
 NM0268
 NM0268.The modeled gravity was interpolated from observed gravity values.
 NM0268
 NM0268;                    North         East    Units  Estimated Accuracy
 NM0268;SPC IA N     - 1,083,150.    1,269,970.      MT  (+/- 180 meters Scaled)
 NM0268
 NM0268                          SUPERSEDED SURVEY CONTROL
 NM0268
 NM0268  NGVD 29 (??/??/92)  327.410  (m)         1074.18   (f) ADJ UNCH    2 0
 NM0268
 NM0268.Superseded values are not recommended for survey control.
 NM0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0268.See file dsdata.txt to determine how the superseded data were derived.
 NM0268
 NM0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM239771(NAD 83)
 NM0268_MARKER: DR = REFERENCE MARK DISK
 NM0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0268_STAMPING: ALBATON NO 1 1948
 NM0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0268+STABILITY: SURFACE MOTION
 NM0268
 NM0268  HISTORY     - Date     Condition        Report By
 NM0268  HISTORY     - 1948     MONUMENTED       CGS
 NM0268
 NM0268                          STATION DESCRIPTION
 NM0268
 NM0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0268'2.1 MI N FROM ALBATON.
 NM0268'1.9 MILES NORTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0268'AT ALBATON, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, 1.0 MILE NORTH
 NM0268'AND 0.2 MILE EAST OF BENCH MARK C 143 1948, AT A FARMHOUSE, 84.3
 NM0268'FEET SOUTHEAST OF TRIANGULATION STATION ALBATON, 14.9 FEET EAST OF
 NM0268'THE NORTHEAST CORNER OF A CORN CRIB, 35.6 FEET SOUTH OF A EAST-WEST
 NM0268'FENCE, 0.8 FOOT WEST OF A NORTH-SOUTH FENCE, SET IN THE TOP OF A
 NM0268'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0267 ***********************************************************************
 NM0267  DESIGNATION -  ALBATON RM 2
 NM0267  PID         -  NM0267
 NM0267  STATE/COUNTY-  IA/MONONA
 NM0267  USGS QUAD   -  ALBATON (1969)
 NM0267
 NM0267                         *CURRENT SURVEY CONTROL
 NM0267  ___________________________________________________________________
 NM0267* NAD 83(1986)-  42 12 52.     (N)    096 17 11.     (W)     SCALED    
 NM0267* NAVD 88     -       327.355  (meters)    1074.00   (feet)  ADJUSTED  
 NM0267  ___________________________________________________________________
 NM0267  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 NM0267  DYNAMIC HT  -         327.245 (meters)    1073.64  (feet)  COMP
 NM0267  MODELED GRAV-     980,277.0   (mgal)                       NAVD 88
 NM0267
 NM0267  VERT ORDER  -  SECOND    CLASS 0
 NM0267
 NM0267.The horizontal coordinates were scaled from a topographic map and have
 NM0267.an estimated accuracy of +/- 6 seconds.
 NM0267
 NM0267.The orthometric height was determined by differential leveling
 NM0267.and adjusted by the National Geodetic Survey in June 1991..
 NM0267
 NM0267.The geoid height was determined by GEOID03.
 NM0267
 NM0267.The dynamic height is computed by dividing the NAVD 88
 NM0267.geopotential number by the normal gravity value computed on the
 NM0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0267.degrees latitude (g = 980.6199 gals.).
 NM0267
 NM0267.The modeled gravity was interpolated from observed gravity values.
 NM0267
 NM0267;                    North         East    Units  Estimated Accuracy
 NM0267;SPC IA N     - 1,083,150.    1,269,970.      MT  (+/- 180 meters Scaled)
 NM0267
 NM0267                          SUPERSEDED SURVEY CONTROL
 NM0267
 NM0267  NGVD 29 (??/??/92)  327.203  (m)         1073.50   (f) ADJ UNCH    2 0
 NM0267
 NM0267.Superseded values are not recommended for survey control.
 NM0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0267.See file dsdata.txt to determine how the superseded data were derived.
 NM0267
 NM0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM239771(NAD 83)
 NM0267_MARKER: DR = REFERENCE MARK DISK
 NM0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0267_STAMPING: ALBATON NO 2 1948
 NM0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0267+STABILITY: SURFACE MOTION
 NM0267
 NM0267  HISTORY     - Date     Condition        Report By
 NM0267  HISTORY     - 1948     MONUMENTED       CGS
 NM0267
 NM0267                          STATION DESCRIPTION
 NM0267
 NM0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0267'2.1 MI N FROM ALBATON.
 NM0267'1.9 MILES NORTH ALONG DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH AT
 NM0267'ALBATON, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, 1.0 MILE SOUTH
 NM0267'AND 0.2 MILE EAST OF BENCH MARK C 143 1948, 80.0 FEET NORTH-NORTHWEST
 NM0267'OF TRIANGULATION STATION ALBATON, 54.3 FEET NORTHWEST OF THE
 NM0267'NORTHWEST CORNER OF A SMALL BARN, 39.0 FEET SOUTH OF THE CENTER LINE
 NM0267'OF AN EAST-WEST ROAD, 1.4 FEET SOUTHEAST OF A 3-WAY CORNER FENCE
 NM0267'POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0896 ***********************************************************************
 NL0896  DESIGNATION -  ALBERT CITY MUNICIPAL TANK
 NL0896  PID         -  NL0896
 NL0896  STATE/COUNTY-  IA/BUENA VISTA
 NL0896  USGS QUAD   -  ALBERT CITY (1971)
 NL0896
 NL0896                         *CURRENT SURVEY CONTROL
 NL0896  ___________________________________________________________________
 NL0896* NAD 83(1996)-  42 46 52.20410(N)    094 57 01.49270(W)     ADJUSTED  
 NL0896* NAVD 88     -                                                        
 NL0896  ___________________________________________________________________
 NL0896  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 NL0896  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 NL0896
 NL0896  HORZ ORDER  -  THIRD
 NL0896
 NL0896.The horizontal coordinates were established by classical geodetic methods
 NL0896.and adjusted by the National Geodetic Survey in May 1999..
 NL0896
 NL0896
 NL0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0896
 NL0896.The geoid height was determined by GEOID03.
 NL0896
 NL0896;                    North         East     Units Scale Factor Converg.
 NL0896;SPC IA N     - 1,143,326.221 1,381,325.019   MT  0.99994732   -0 58 58.8
 NL0896;UTM  15      - 4,738,359.041   340,459.476   MT  0.99991315   -1 19 30.0
 NL0896
 NL0896                          SUPERSEDED SURVEY CONTROL
 NL0896
 NL0896  NAD 83(1996)-  42 46 52.20406(N)    094 57 01.49267(W) AD(       ) 4
 NL0896  NAD 83(1986)-  42 46 52.20009(N)    094 57 01.48746(W) AD(       ) 4
 NL0896  NAD 27      -  42 46 52.28800(N)    094 57 00.53000(W) AD(       ) 3
 NL0896
 NL0896.Superseded values are not recommended for survey control.
 NL0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0896.See file dsdata.txt to determine how the superseded data were derived.
 NL0896
 NL0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH4045938359(NAD 83)
 NL0896_MARKER: 53 = ELEVATED TANK
 NL0896
 NL0896  HISTORY     - Date     Condition        Report By
 NL0896  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0896
 NL0896                          STATION DESCRIPTION
 NL0896
 NL0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0896'THIS STATION IS THE BLACK MUNICIPAL TANK IN THE VILLAGE OF ALBERT
 NL0896'CITY, IOWA.  IT IS LOCATED IN THE CENTER OF THE VILLAGE, IN
 NL0896'STREETS AS SHOWN BY THE DIAGRAM BELOW.  THE TANK WAS ERECTED
 NL0896'IN 1922.
 NL0896'
 NL0896'THE TANK HAS FOUR TRUSS WORK LEGS ABOUT 100 FEET HIGH.  THE
 NL0896'OVAL SECTION EXTENDS DOWNWARD FROM THE JUNCTION OF THE LEGS
 NL0896'WITH THE BOWL ABOUT 10 FEET, FROM THE CENTER OF WHICH A METAL
 NL0896'FEED PIPE JACKET EXTENDS TO THE GROUND.  THE VERTICAL SECTION
 NL0896'IS ABOUT 25 FEET HIGH AND HAS A CAT-WALK AND A WHITE RAIL AROUND
 NL0896'ITS BASE.  THE ROOF IS SLIGHTLY CONICAL, SILVER IN COLOR AND
 NL0896'ABOUT 8 FEET HIGH.  THERE IS A SILVER BALL AT THE APEX, AND A
 NL0896'FLOOD LIGHT ABOVE THE BALL.  THE TOTAL HEIGHT IS ABOUT 130
 NL0896'FEET.  THE MUNICIPAL PUMPING STATION STANDS NEAR THE BASE OF THE
 NL0896'TANK ON THE E SIDE, WHILE THE CITY HALL STANDS JUST E OF
 NL0896'THE PUMPING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0558 ***********************************************************************
 MH0558  DESIGNATION -  ALBIA
 MH0558  PID         -  MH0558
 MH0558  STATE/COUNTY-  IA/MONROE
 MH0558  USGS QUAD   -  ALBIA (1982)
 MH0558
 MH0558                         *CURRENT SURVEY CONTROL
 MH0558  ___________________________________________________________________
 MH0558* NAD 83(1996)-  41 00 26.55277(N)    092 48 28.68549(W)     ADJUSTED  
 MH0558* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 MH0558  ___________________________________________________________________
 MH0558  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 MH0558  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 MH0558
 MH0558  HORZ ORDER  -  FIRST
 MH0558
 MH0558.The horizontal coordinates were established by classical geodetic methods
 MH0558.and adjusted by the National Geodetic Survey in May 1999..
 MH0558
 MH0558.The orthometric height was scaled from a topographic map.
 MH0558
 MH0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0558
 MH0558.The geoid height was determined by GEOID03.
 MH0558
 MH0558;                    North         East     Units Scale Factor Converg.
 MH0558;SPC IA S     -   112,098.812   558,214.444   MT  0.99995405   +0 27 21.0
 MH0558;UTM  15      - 4,539,593.599   516,148.373   MT  0.99960321   +0 07 33.6
 MH0558
 MH0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0558!SPC IA S     -   0.99995861  x   0.99995405  =   0.99991266
 MH0558!UTM  15      -   0.99995861  x   0.99960321  =   0.99956184
 MH0558
 MH0558:                Primary Azimuth Mark                     Grid Az
 MH0558:SPC IA S     -  ALBIA CO CTHSE CLOCK TOWER               000 06 42.8
 MH0558:UTM  15      -  ALBIA CO CTHSE CLOCK TOWER               000 26 30.2
 MH0558
 MH0558|---------------------------------------------------------------------|
 MH0558| PID    Reference Object                     Distance      Geod. Az  |
 MH0558|                                                           dddmmss.s |
 MH0558| MH0554 ALBIA CO CTHSE CLOCK TOWER          APPROX. 2.1 KM 0003403.8 |
 MH0558| MH0555 ALBIA REA RADIO MAST                APPROX. 2.0 KM 0011937.7 |
 MH0558| MH0556 ALBIA LT AND RWY PWR PLANT STK      APPROX. 2.3 KM 0025923.9 |
 MH0558| CL8796 ALBIA RM 1                           32.604 METERS 01629     |
 MH0558| MH0553 ALBIA ATT CO TV RELAY MAST          APPROX. 3.0 KM 0532746.6 |
 MH0558| CL8797 ALBIA RM 2                           42.559 METERS 13912     |
 MH0558| MH0559 GEORGETOWN                          APPROX.12.4 KM 2730113.9 |
 MH0558| MH0560 GEORGETOWN ST PATRICKS CHURCH       APPROX.12.5 KM 2731229.4 |
 MH0558| CL8795 ALBIA AZ MK                                        3520632.8 |
 MH0558| MH0557 ALBIA MUNICIPAL TANK                APPROX. 2.8 KM 3583610.8 |
 MH0558|---------------------------------------------------------------------|
 MH0558
 MH0558                          SUPERSEDED SURVEY CONTROL
 MH0558
 MH0558  NAD 83(1986)-  41 00 26.55795(N)    092 48 28.69934(W) AD(       ) 1
 MH0558  NAD 27      -  41 00 26.52900(N)    092 48 27.99570(W) AD(       ) 1
 MH0558
 MH0558.Superseded values are not recommended for survey control.
 MH0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0558.See file dsdata.txt to determine how the superseded data were derived.
 MH0558
 MH0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF1614839594(NAD 83)
 MH0558_MARKER: DS = TRIANGULATION STATION DISK
 MH0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0558_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0558_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MH0558
 MH0558  HISTORY     - Date     Condition        Report By
 MH0558  HISTORY     - 1956     MONUMENTED       CGS
 MH0558  HISTORY     - 1980     GOOD             NGS
 MH0558
 MH0558                          STATION DESCRIPTION
 MH0558
 MH0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0558'THE STATION IS ABOUT 1-1/2 MILES SOUTH OF ALBIA, AT THE
 MH0558'GARAGE AND STORAGE YARD OF THE COUNTY HIGHWAY DEPARTMENT,
 MH0558'IN SECTION 27, T. 72 N., R. 17 W.
 MH0558'
 MH0558'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 60
 MH0558'AND 137 AND U.S. HIGHWAY 34, IN ALBIA, GO SOUTHERLY ON STATE HIGHWAY
 MH0558'60 FOR 1.1 MILES TO AZIMUTH MARK ON LEFT, JUST BEFORE REACHING
 MH0558'CROSSROADS.  CONTINUE SOUTH ON HIGHWAY FOR 0.3 MILE TO COUNTY
 MH0558'GARAGE AND STATION ABOUT 50 YARDS SOUTH OF GARAGE.
 MH0558'
 MH0558'STATION MARKS, ARE STANDARD DISKS, STAMPED ALBIA 1956.  THE
 MH0558'SURFACE STATION MARK DISK IS SET IN A ROUND CONCRETE POST
 MH0558'WHICH IS SET FLUSH WITH GROUND SURFACE.  IT IS 118 FEET WEST
 MH0558'OF WEST RAIL OF THE MINNEAPOLIS AND ST. LOUIS RAILROAD TRACKS,
 MH0558'92 FEET EAST OF CENTER OF GRAVEL ROAD, AND 14 FEET NORTH
 MH0558'OF THE COUNTY PROPERTY LINE FENCE.  THE UNDERGROUND STATION
 MH0558'MARK DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 MH0558'BELOW GROUND SURFACE.
 MH0558'
 MH0558'REFERENCE MARK 1, A STANDARD DISK, STAMPED ALBIA NO 1 1956,
 MH0558'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MH0558'IT IS 68 FEET WEST OF WEST RAIL OF RAILROAD TRACKS, 17 FEET WEST
 MH0558'OF POWER LINE POLE, AND 3 FEET EAST OF SOUTHEAST CORNER OF A
 MH0558'LONG METAL BUILDING.
 MH0558'
 MH0558'REFERENCE MARK 2, A STANDARD DISK, STAMPED ALBIA NO 2 1956, IS
 MH0558'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 MH0558'108 FEET SOUTH OF THE COUNTY PROPERTY LINE FENCE, 51 FEET WEST
 MH0558'OF WEST RAIL OF RAILROAD TRACKS, AND 1 FOOT WEST OF A POWER LINE
 MH0558'POLE.
 MH0558'
 MH0558'AZIMUTH MARK, A STANDARD DISK, STAMPED ALBIA 1956, IS SET IN
 MH0558'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 103
 MH0558'FEET NORTHEAST OF CROSSROAD INTERSECTION, 28 FEET EAST OF
 MH0558'CENTER LINE OF STATE HIGHWAY 60, AND 1 FOOT SOUTH OF A POWER LINE
 MH0558'POLE.  A STANDARD WITNESS POST WAS SET 1 FOOT EAST OF MARK.
 MH0558'
 MH0558'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 MH0558
 MH0558                          STATION RECOVERY (1980)
 MH0558
 MH0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MH0558'UNDERGROUND SURFACE MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 MH0558'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE
 MH0558'HIGHWAY HAS BEEN WIDENED TO 4 LANES AND IT IS ASSUMED THE MARK WAS
 MH0558'DESTROYED.  A NEW SURFACE MARK WAS SET DIRECTLY OVER THE UNDERGROUND
 MH0558'MARK, HOWEVER, IT WAS NOT POSSIBLE TO OCCUPY THE STATION THIS DATE
 MH0558'DUE TO A COUNTY SALT SPREADING BED FOR A TRUCK BEING ALMOST DIRECTLY
 MH0558'OVER THE MARK.  REFERENCE MARK 1 WAS ALSO OBSTRUCTED BY THE STORAGE
 MH0558'OF VARIOUS COUNTY EQUIPMENT.  THERE IS NO SUITABLE LOCATION FOR A NEW
 MH0558'AZIMUTH MARK DUE TO LIMITED VISIBILITY CAUSED BY TREES AND BUILDINGS
 MH0558'OR FARMING OPERATIONS UP NEXT TO A ROAD DRAINAGE DITCH.  A NEW
 MH0558'DESCRIPTION FOLLOWS.
 MH0558'
 MH0558'THE STATION IS ABOUT 1 MILE SOUTH OF ALBIA, IN THE SECTION 27, T72N,
 MH0558'R17W AND ON MONROE COUNTY PROPERTY, AT THE COUNTY MAINTENANCE GARAGE
 MH0558'AND STORAGE YARD, INSIDE OF A FENCED ENCLOSURE.
 MH0558'
 MH0558'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 5 AND
 MH0558'U.S. HIGHWAY 34, AT THE SOUTH EDGE OF ALBIA, GO SOUTH ON STATE
 MH0558'HIGHWAY 5 FOR 0.5 MILE TO A SIDE ROAD LEFT AND THE COUNTY
 MH0558'MAINTENANCE GARAGE ON THE LEFT.  TURN LEFT AND GO EAST FOR ABOUT 200
 MH0558'FEET TO THE EAST SIDE OF THE GARAGE, THEN TURN RIGHT AND GO SOUTH
 MH0558'ALONG THE EAST SIDE OF THE GARAGE, ENTERING THE FENCE AREA, FOR 0.1
 MH0558'MILE TO THE STATION AT THE SOUTHEAST CORNER OF THE STORAGE YARD.
 MH0558'
 MH0558'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---ALBIA 1956
 MH0558'1980--- SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 2 INCHES
 MH0558'BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK IS A STANDARD DISK,
 MH0558'STAMPED---ALBIA 1956--- SET IN AN IRREGULAR MASS OF CONCRETE, 36
 MH0558'INCHES BELOW THE GROUND SURFACE.  THE MARKS ARE 97.8 FEET
 MH0558'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A LONG, TIN, STORAGE SHED,
 MH0558'59.0 FEET WEST OF THE WEST FENCE, 59.0 FEET WEST-NORTHEAST OF THE
 MH0558'SOUTHEAST FENCE CORNER POST 16.0 FEET NORTH OF THE SOUTH FENCE AND
 MH0558'1.0 FOOT NORTH OF THE NORTHEAST CORNER POST OF A WOODEN STORAGE RACK.
 MH0558'
 MH0558'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---ALBIA NO 1 1956---
 MH0558'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS
 MH0558'OUTSIDE THE FENCED AREA, AT THE SOUTHEAST CORNER OF THE TIN STORAGE
 MH0558'SHED, 68.0 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK, 2.5 FEET
 MH0558'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE SHED AND 1 FOOT NORTH OF
 MH0558'THE FENCE.
 MH0558'
 MH0558'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---ALBIA NO 2 1956---
 MH0558'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS OUTSIDE
 MH0558'THE FENCED AREA, 108.5 FEET SOUTH OF THE SOUTHEAST CORNER POST OF THE
 MH0558'FENCED AREA, 51.2 FEET WEST OF THE WEST RAIL AND 1.5 FEET NORTH OF A
 MH0558'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0553 ***********************************************************************
 MH0553  DESIGNATION -  ALBIA ATT CO TV RELAY MAST
 MH0553  PID         -  MH0553
 MH0553  STATE/COUNTY-  IA/MONROE
 MH0553  USGS QUAD   -  ALBIA (1982)
 MH0553
 MH0553                         *CURRENT SURVEY CONTROL
 MH0553  ___________________________________________________________________
 MH0553* NAD 83(1996)-  41 01 24.99894(N)    092 46 44.50905(W)     ADJUSTED  
 MH0553* NAVD 88     -                                                        
 MH0553  ___________________________________________________________________
 MH0553  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 MH0553  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 MH0553
 MH0553  HORZ ORDER  -  THIRD
 MH0553
 MH0553.The horizontal coordinates were established by classical geodetic methods
 MH0553.and adjusted by the National Geodetic Survey in May 1999..
 MH0553
 MH0553
 MH0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0553
 MH0553.The geoid height was determined by GEOID03.
 MH0553
 MH0553;                    North         East     Units Scale Factor Converg.
 MH0553;SPC IA S     -   113,921.408   560,633.732   MT  0.99995313   +0 28 29.7
 MH0553;UTM  15      - 4,541,401.605   518,577.264   MT  0.99960425   +0 08 42.1
 MH0553
 MH0553                          SUPERSEDED SURVEY CONTROL
 MH0553
 MH0553  NAD 83(1986)-  41 01 25.00391(N)    092 46 44.52272(W) AD(       ) 4
 MH0553  NAD 27      -  41 01 24.97500(N)    092 46 43.81900(W) AD(       ) 3
 MH0553
 MH0553.Superseded values are not recommended for survey control.
 MH0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0553.See file dsdata.txt to determine how the superseded data were derived.
 MH0553
 MH0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF1857741402(NAD 83)
 MH0553_MARKER: 42 = RADIO/TV MAST
 MH0553
 MH0553  HISTORY     - Date     Condition        Report By
 MH0553  HISTORY     - 1956     FIRST OBSERVED   CGS
 MH0553
 MH0553                          STATION DESCRIPTION
 MH0553
 MH0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0553'THE STATION IS ABOUT 1.4 MILES EAST OF ALBIA, AND 1/4 MILE
 MH0553'SOUTH OF U.S. HIGHWAY 34.
 MH0553'
 MH0553'THE STATION IS THE FLASHING RED LIGHT AT THE TOP AND CENTER
 MH0553'OF MAST.  THE MAST IS A SLENDER STEEL STRUCTURE ABOUT 110 FEET
 MH0553'HIGH AND HAS METAL REFLECTORS AT THE TOP.  IT IS PAINTED
 MH0553'RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0554 ***********************************************************************
 MH0554  DESIGNATION -  ALBIA CO CTHSE CLOCK TOWER
 MH0554  PID         -  MH0554
 MH0554  STATE/COUNTY-  IA/MONROE
 MH0554  USGS QUAD   -  ALBIA (1982)
 MH0554
 MH0554                         *CURRENT SURVEY CONTROL
 MH0554  ___________________________________________________________________
 MH0554* NAD 83(1996)-  41 01 35.96110(N)    092 48 27.77733(W)     ADJUSTED  
 MH0554* NAVD 88     -                                                        
 MH0554  ___________________________________________________________________
 MH0554  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 MH0554  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MH0554
 MH0554  HORZ ORDER  -  THIRD
 MH0554
 MH0554.The horizontal coordinates were established by classical geodetic methods
 MH0554.and adjusted by the National Geodetic Survey in May 1999..
 MH0554
 MH0554
 MH0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0554
 MH0554.The geoid height was determined by GEOID03.
 MH0554
 MH0554;                    North         East     Units Scale Factor Converg.
 MH0554;SPC IA S     -   114,239.949   558,218.624   MT  0.99995297   +0 27 21.6
 MH0554;UTM  15      - 4,541,733.927   516,164.873   MT  0.99960322   +0 07 34.4
 MH0554
 MH0554                          SUPERSEDED SURVEY CONTROL
 MH0554
 MH0554  NAD 83(1986)-  41 01 35.96628(N)    092 48 27.79087(W) AD(       ) 4
 MH0554  NAD 27      -  41 01 35.93800(N)    092 48 27.08500(W) AD(       ) 3
 MH0554
 MH0554.Superseded values are not recommended for survey control.
 MH0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0554.See file dsdata.txt to determine how the superseded data were derived.
 MH0554
 MH0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF1616541734(NAD 83)
 MH0554_MARKER: 55 = TOWER
 MH0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0554+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2005
 MH0554
 MH0554  HISTORY     - Date     Condition        Report By
 MH0554  HISTORY     - 1956     FIRST OBSERVED   CGS
 MH0554  HISTORY     - 20051226 GOOD             GEOCAC
 MH0554
 MH0554                          STATION DESCRIPTION
 MH0554
 MH0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0554'THE STATION IS IN ALBIA, IN THE CENTRAL PART OF THE BUSINESS
 MH0554'DISTRICT.
 MH0554'
 MH0554'THE STATION IS THE FINIAL OF CLOCK TOWER ON THE COURT HOUSE.
 MH0554'IT IS A SQUARE STONE STRUCTURE ABOUT 90 FEET HIGH AND HAS
 MH0554'CLOCKS ON ALL SIDES.
 MH0554
 MH0554                          STATION RECOVERY (2005)
 MH0554
 MH0554'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MH0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0556 ***********************************************************************
 MH0556  DESIGNATION -  ALBIA LT AND RWY PWR PLANT STK
 MH0556  PID         -  MH0556
 MH0556  STATE/COUNTY-  IA/MONROE
 MH0556  USGS QUAD   -  ALBIA (1982)
 MH0556
 MH0556                         *CURRENT SURVEY CONTROL
 MH0556  ___________________________________________________________________
 MH0556* NAD 83(1996)-  41 01 39.99882(N)    092 48 23.61969(W)     ADJUSTED  
 MH0556* NAVD 88     -                                                        
 MH0556  ___________________________________________________________________
 MH0556  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 MH0556  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MH0556
 MH0556  HORZ ORDER  -  THIRD
 MH0556
 MH0556.The horizontal coordinates were established by classical geodetic methods
 MH0556.and adjusted by the National Geodetic Survey in May 1999..
 MH0556
 MH0556
 MH0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0556
 MH0556.The geoid height was determined by GEOID03.
 MH0556
 MH0556;                    North         East     Units Scale Factor Converg.
 MH0556;SPC IA S     -   114,365.270   558,314.752   MT  0.99995291   +0 27 24.4
 MH0556;UTM  15      - 4,541,858.649   516,261.686   MT  0.99960325   +0 07 37.1
 MH0556
 MH0556                          SUPERSEDED SURVEY CONTROL
 MH0556
 MH0556  NAD 83(1986)-  41 01 40.00388(N)    092 48 23.63325(W) AD(       ) 4
 MH0556  NAD 27      -  41 01 39.97400(N)    092 48 22.92800(W) AD(       ) 3
 MH0556
 MH0556.Superseded values are not recommended for survey control.
 MH0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0556.See file dsdata.txt to determine how the superseded data were derived.
 MH0556
 MH0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF1626241859(NAD 83)
 MH0556_MARKER: 63 = STACK
 MH0556
 MH0556  HISTORY     - Date     Condition        Report By
 MH0556  HISTORY     - 1956     FIRST OBSERVED   CGS
 MH0556  HISTORY     - 20051226 MARK NOT FOUND   GEOCAC
 MH0556
 MH0556                          STATION DESCRIPTION
 MH0556
 MH0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0556'THE STATION IS IN ALBIA, ABOUT 1/2 BLOCK NORTHEAST OF THE
 MH0556'MONROE COUNTY COURT HOUSE, AT A AVENUE EAST AND NORTH MAIN
 MH0556'STREET.
 MH0556'
 MH0556'THE STATION IS THE TOP AND CENTER OF STACK.  THE STACK IS
 MH0556'AT THE EAST EDGE OF A LARGE RED BRICK BUILDING AND IS ABOUT
 MH0556'120 FEET HIGH.
 MH0556
 MH0556                          STATION RECOVERY (2005)
 MH0556
 MH0556'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MH0556'COORDINATES AND DESCRIPTION AGREE AT AN OLDER BRICK BUILDING THAT
 MH0556'COULD HAVE BEEN A POWER PLANT, BUT NO STACK IS SEEN IN THIS BLOCK.
 MH0556'PRESUME DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0557 ***********************************************************************
 MH0557  DESIGNATION -  ALBIA MUNICIPAL TANK
 MH0557  PID         -  MH0557
 MH0557  STATE/COUNTY-  IA/MONROE
 MH0557  USGS QUAD   -  ALBIA (1982)
 MH0557
 MH0557                         *CURRENT SURVEY CONTROL
 MH0557  ___________________________________________________________________
 MH0557* NAD 83(1996)-  41 01 56.20754(N)    092 48 31.57284(W)     ADJUSTED  
 MH0557* NAVD 88     -                                                        
 MH0557  ___________________________________________________________________
 MH0557  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 MH0557  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MH0557
 MH0557  HORZ ORDER  -  THIRD
 MH0557
 MH0557.The horizontal coordinates were established by classical geodetic methods
 MH0557.and adjusted by the National Geodetic Survey in May 1999..
 MH0557
 MH0557
 MH0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0557
 MH0557.The geoid height was determined by GEOID03.
 MH0557
 MH0557;                    North         East     Units Scale Factor Converg.
 MH0557;SPC IA S     -   114,863.766   558,124.999   MT  0.99995268   +0 27 19.1
 MH0557;UTM  15      - 4,542,358.055   516,074.871   MT  0.99960318   +0 07 31.9
 MH0557
 MH0557                          SUPERSEDED SURVEY CONTROL
 MH0557
 MH0557  NAD 83(1986)-  41 01 56.21258(N)    092 48 31.58631(W) AD(       ) 4
 MH0557  NAD 27      -  41 01 56.18300(N)    092 48 30.88100(W) AD(       ) 3
 MH0557
 MH0557.Superseded values are not recommended for survey control.
 MH0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0557.See file dsdata.txt to determine how the superseded data were derived.
 MH0557
 MH0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF1607542358(NAD 83)
 MH0557_MARKER: 53 = ELEVATED TANK
 MH0557
 MH0557  HISTORY     - Date     Condition        Report By
 MH0557  HISTORY     - 1956     FIRST OBSERVED   CGS
 MH0557  HISTORY     - 20051226 MARK NOT FOUND   GEOCAC
 MH0557
 MH0557                          STATION DESCRIPTION
 MH0557
 MH0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0557'THE STATION IN THE NORTH PART OF THE TOWN OF ALBIA, ABOUT
 MH0557'0.3 MILE NORTH OF THE COURT HOUSE SQUARE, AND 0.1 MILE WEST
 MH0557'OF THE JUNCTION OF STATE HIGHWAY 60 AND 137.
 MH0557'
 MH0557'THE STATION IS THE BALL ON TOP OF THE WATER TANK.  THE TANK
 MH0557'IS ELEVATED ON A 4-LEGGED STEEL STRUCTURE ABOUT 125 FEET
 MH0557'IN HEIGHT.  IT IS SILVER COLOR AND HAS A RED ROOF.
 MH0557
 MH0557                          STATION RECOVERY (2005)
 MH0557
 MH0557'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MH0557'FOUNDATIONS FOR TANK WITH FOUR LEGS AT GIVEN COORDINATES, SOUTHEAST OF
 MH0557'INTERSECTION OF E AVE WEST AND NORTH CLINTON ST. TANK APPARENTLY
 MH0557'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0555 ***********************************************************************
 MH0555  DESIGNATION -  ALBIA REA RADIO MAST
 MH0555  PID         -  MH0555
 MH0555  STATE/COUNTY-  IA/MONROE
 MH0555  USGS QUAD   -  ALBIA (1982)
 MH0555
 MH0555                         *CURRENT SURVEY CONTROL
 MH0555  ___________________________________________________________________
 MH0555* NAD 83(1996)-  41 01 30.50268(N)    092 48 26.72920(W)     ADJUSTED  
 MH0555* NAVD 88     -                                                        
 MH0555  ___________________________________________________________________
 MH0555  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 MH0555  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MH0555
 MH0555  HORZ ORDER  -  THIRD
 MH0555
 MH0555.The horizontal coordinates were established by classical geodetic methods
 MH0555.and adjusted by the National Geodetic Survey in May 1999..
 MH0555
 MH0555
 MH0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0555
 MH0555.The geoid height was determined by GEOID03.
 MH0555
 MH0555;                    North         East     Units Scale Factor Converg.
 MH0555;SPC IA S     -   114,071.773   558,244.449   MT  0.99995305   +0 27 22.3
 MH0555;UTM  15      - 4,541,565.664   516,189.720   MT  0.99960323   +0 07 35.1
 MH0555
 MH0555                          SUPERSEDED SURVEY CONTROL
 MH0555
 MH0555  NAD 83(1986)-  41 01 30.50774(N)    092 48 26.74276(W) AD(       ) 4
 MH0555  NAD 27      -  41 01 30.47700(N)    092 48 26.03800(W) AD(       ) 3
 MH0555
 MH0555.Superseded values are not recommended for survey control.
 MH0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0555.See file dsdata.txt to determine how the superseded data were derived.
 MH0555
 MH0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF1619041566(NAD 83)
 MH0555_MARKER: 42 = RADIO/TV MAST
 MH0555
 MH0555  HISTORY     - Date     Condition        Report By
 MH0555  HISTORY     - 1956     FIRST OBSERVED   CGS
 MH0555  HISTORY     - 20051226 MARK NOT FOUND   GEOCAC
 MH0555
 MH0555                          STATION DESCRIPTION
 MH0555
 MH0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0555'THE STATION IS IN ALBIA, 1 BLOCK SOUTH OF THE COURT HOUSE,
 MH0555'AT SOUTH MAIN STREET AND SECOND AVENUE EAST.
 MH0555'
 MH0555'THE STATION IS THE TOP AND CENTER OF MAST.  IT IS A SLENDER
 MH0555'STEEL STRUCTURE ABOUT 110 FEET HIGH AND HAS AN ANTENNA AT
 MH0555'THE TOP.  THE MAST IS PAINTED RED AND WHITE.
 MH0555
 MH0555                          STATION RECOVERY (2005)
 MH0555
 MH0555'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MH0555'COORDINATES ARE ON SOUTH SIDE OF SECOND AVENUE JUST WEST OF MAIN
 MH0555'STREET, AT NORTH SIDE OF BUILDING WITH ADDRESS 201 SOUTH MAIN. TOWER
 MH0555'COULD HAVE BEEN ON ROOF OF LOWER PART OF BUILDING.  NO EVIDENCE OF A
 MH0555'TOWER WAS FOUND CLOSER THAN TWO BLOCKS (AT LAW ENFORCEMENT CENTER).
 MH0555'PRESUME DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0907 ***********************************************************************
 OO0907  DESIGNATION -  ALBION
 OO0907  PID         -  OO0907
 OO0907  STATE/COUNTY-  IA/HOWARD
 OO0907  USGS QUAD   -  CRESCO NW (1981)
 OO0907
 OO0907                         *CURRENT SURVEY CONTROL
 OO0907  ___________________________________________________________________
 OO0907* NAD 83(1996)-  43 27 37.65733(N)    092 09 40.24525(W)     ADJUSTED  
 OO0907* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 OO0907  ___________________________________________________________________
 OO0907  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 OO0907  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 OO0907
 OO0907  HORZ ORDER  -  THIRD
 OO0907
 OO0907.The horizontal coordinates were established by classical geodetic methods
 OO0907.and adjusted by the National Geodetic Survey in May 1999..
 OO0907
 OO0907.The orthometric height was scaled from a topographic map.
 OO0907
 OO0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0907
 OO0907.The geoid height was determined by GEOID03.
 OO0907
 OO0907;                    North         East     Units Scale Factor Converg.
 OO0907;SPC IA N     - 1,218,630.877 1,608,349.941   MT  1.00004117   +0 54 26.6
 OO0907;SPC MN S     -   152,838.356   948,814.910   MT  1.00008557   +1 17 20.0
 OO0907;UTM  15      - 4,812,291.892   567,858.272   MT  0.99965664   +0 34 37.2
 OO0907
 OO0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0907!SPC IA N     -   0.99994265  x   1.00004117  =   0.99998381
 OO0907!SPC MN S     -   0.99994265  x   1.00008557  =   1.00002821
 OO0907!UTM  15      -   0.99994265  x   0.99965664  =   0.99959931
 OO0907
 OO0907|---------------------------------------------------------------------|
 OO0907| PID    Reference Object                     Distance      Geod. Az  |
 OO0907|                                                           dddmmss.s |
 OO0907| CI5011 ALBION RM 1                          55.071 METERS 06250     |
 OO0907| CI5012 ALBION RM 2                          48.879 METERS 13903     |
 OO0907| CI5010 ALBION AZ MK                                       1575907.8 |
 OO0907| OO0902 CRESCO MUNICIPAL TANK               APPROX.10.4 KM 1611839.8 |
 OO0907|---------------------------------------------------------------------|
 OO0907
 OO0907                          SUPERSEDED SURVEY CONTROL
 OO0907
 OO0907  NAD 83(1996)-  43 27 37.65732(N)    092 09 40.24525(W) AD(       ) 3
 OO0907  NAD 83(1986)-  43 27 37.64776(N)    092 09 40.24287(W) AD(       ) 3
 OO0907  NAD 27      -  43 27 37.77320(N)    092 09 39.64180(W) AD(       ) 3
 OO0907
 OO0907.Superseded values are not recommended for survey control.
 OO0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0907.See file dsdata.txt to determine how the superseded data were derived.
 OO0907
 OO0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6785812292(NAD 83)
 OO0907_MARKER: DS = TRIANGULATION STATION DISK
 OO0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0907
 OO0907  HISTORY     - Date     Condition        Report By
 OO0907  HISTORY     - 1961     MONUMENTED       CGS
 OO0907
 OO0907                          STATION DESCRIPTION
 OO0907
 OO0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 OO0907'THE STATION IS ABOUT 6-1/2 MILES NORTHWEST OF CRESCO, 6-1/4
 OO0907'MILES NORTHEAST OF LIME SPRINGS, 2-3/4 MILES SOUTH OF THE
 OO0907'IOWA-MINNESOTA STATE LINE, IN ALBION TOWNSHIP, IN THE SOUTHEAST
 OO0907'1/4 OF SECTION 20, T 100 N, R 11 W AND ON PROPERTY OWNED
 OO0907'BY MR. CLARENCE BRONNER.  IT IS 134 FEET WEST OF A WIRE
 OO0907'FENCE, 235 FEET NORTH OF A WIRE FENCE AND 182 FEET SOUTHWEST
 OO0907'OF A WITNESS POST.  THE MONUMENT IS 14 INCHES UNDERGROUND
 OO0907'AND THE DISK IS STAMPED ALBION 1961.
 OO0907'
 OO0907'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 139 (SECOND
 OO0907'AVENUE SOUTHWEST AND THIRD STREET NORTHWEST) ABOUT 150 FEET
 OO0907'SOUTHWEST OF THE CRESCO MUNICIPAL TANK, IN CRESCO, GO NORTH
 OO0907'ON A PAVED ROAD (THIRD STREET NORTHWEST) FOR 5 MILES TO
 OO0907'WHERE THE PAVED ROAD TURNS LEFT AND GOES WEST.  TURN LEFT AND
 OO0907'GO WEST ON THE PAVED ROAD FOR 0.45 MILE TO WHERE IT TURNS
 OO0907'RIGHT AND GOES NORTH AND A GRAVELED ROAD CONTINUES STRAIGHT
 OO0907'AHEAD AND WEST.  CONTINUE WEST ON THE GRAVELED ROAD FOR 1.6
 OO0907'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED
 OO0907'ROAD FOR 0.9 MILE TO A FARM DRIVEWAY RIGHT AND THE AZIMUTH
 OO0907'MARK ON THE RIGHT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR
 OO0907'0.3 MILE TO A FIELD ENTRANCE LEFT, 0.1 MILE NORTH OF THE
 OO0907'HOME OF MR. CLARENCE BRONNER.  TURN LEFT AND GO WEST
 OO0907'ALONG THE NORTH EDGE OF A WOODS LOT FOR 0.05 MILE TO A
 OO0907'FENCE CORNER.  TURN LEFT AND GO SOUTHWEST ACROSS A FIELD FOR
 OO0907'0.1 MILE TO THE STATION.
 OO0907'
 OO0907'REFERENCE MARK 1 IS 1 FOOT WEST OF THE WIRE FENCE, 2 FEET
 OO0907'SOUTHWEST OF THE WITNESS POST AND 74 FEET NORTHWEST OF A
 OO0907'30 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 OO0907'STAMPED ALBION NO 1 1961.
 OO0907'
 OO0907'REFERENCE MARK 2 IS 1 FOOT WEST OF THE WIRE FENCE, 40 FEET
 OO0907'NORTH OF A 15 INCH OAK TREE AND 16 FEET SOUTHEAST OF A 15
 OO0907'INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OO0907'ALBION NO 2 1961.
 OO0907'
 OO0907'THE AZIMUTH MARK IS 1 FOOT WEST OF A WIRE FENCE, 2 FEET
 OO0907'NORTHWEST OF A WITNESS POST, 14 FEET SOUTH OF THE CENTERLINE
 OO0907'OF A FARM DRIVEWAY, 24 FEET SOUTH OF A POWER POLE AND 42
 OO0907'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT
 OO0907'IS FLUSH AND THE DISK IS STAMPED ALBION 1961.
 OO0907'
 OO0907'NO PICTURE POINT AVAILABLE.
 OO0907'
 OO0907'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0717 ***********************************************************************
 NK0717  DESIGNATION -  ALDEN
 NK0717  PID         -  NK0717
 NK0717  STATE/COUNTY-  IA/HARDIN
 NK0717  USGS QUAD   -  BUCKEYE EAST (1979)
 NK0717
 NK0717                         *CURRENT SURVEY CONTROL
 NK0717  ___________________________________________________________________
 NK0717* NAD 83(1996)-  42 27 15.09303(N)    093 19 15.84682(W)     ADJUSTED  
 NK0717* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 NK0717  ___________________________________________________________________
 NK0717  LAPLACE CORR-         -20.19  (seconds)                    DEFLEC99
 NK0717  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 NK0717
 NK0717  HORZ ORDER  -  FIRST
 NK0717
 NK0717.The horizontal coordinates were established by classical geodetic methods
 NK0717.and adjusted by the National Geodetic Survey in May 1999..
 NK0717
 NK0717.The orthometric height was scaled from a topographic map.
 NK0717
 NK0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0717
 NK0717.The geoid height was determined by GEOID03.
 NK0717
 NK0717;                    North         East     Units Scale Factor Converg.
 NK0717;SPC IA N     - 1,106,003.507 1,514,718.005   MT  0.99995227   +0 07 16.6
 NK0717;UTM  15      - 4,700,256.632   473,599.778   MT  0.99960858   -0 13 00.2
 NK0717
 NK0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0717!SPC IA N     -   0.99995380  x   0.99995227  =   0.99990607
 NK0717!UTM  15      -   0.99995380  x   0.99960858  =   0.99956240
 NK0717
 NK0717|---------------------------------------------------------------------|
 NK0717| PID    Reference Object                     Distance      Geod. Az  |
 NK0717|                                                           dddmmss.s |
 NK0717| CI5013 ALDEN RM 1                          127.620 METERS 00543     |
 NK0717| CI5015 ALDEN RM 3                          122.926 METERS 00601     |
 NK0717| CI5014 ALDEN RM 2                           30.837 METERS 12929     |
 NK0717| NK0693 NACHAZEL                            APPROX.18.6 KM 3474030.1 |
 NK0717|---------------------------------------------------------------------|
 NK0717
 NK0717                          SUPERSEDED SURVEY CONTROL
 NK0717
 NK0717  NAD 83(1996)-  42 27 15.09507(N)    093 19 15.84587(W) AD(       ) 1
 NK0717  NAD 83(1986)-  42 27 15.09372(N)    093 19 15.84082(W) AD(       ) 1
 NK0717  NAD 27      -  42 27 15.15800(N)    093 19 15.10500(W) AD(       ) 1
 NK0717
 NK0717.Superseded values are not recommended for survey control.
 NK0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0717.See file dsdata.txt to determine how the superseded data were derived.
 NK0717
 NK0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH7360000257(NAD 83)
 NK0717_MARKER: DS = TRIANGULATION STATION DISK
 NK0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0717
 NK0717  HISTORY     - Date     Condition        Report By
 NK0717  HISTORY     - 1926     MONUMENTED       CGS
 NK0717  HISTORY     - 1934     GOOD             IOWAGS
 NK0717  HISTORY     - 1952     GOOD             IA-083
 NK0717
 NK0717                          STATION DESCRIPTION
 NK0717
 NK0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HWH)
 NK0717'STATION IS ABOUT 4-1/2 MILES SOUTH AND 3 MILES WEST OF IOWA
 NK0717'FALLS, IN THE E 1/2 NW 1/4 SEC. 8, T. 88 N., R. 21 W., ON LAND
 NK0717'OWNED BY THE FARMERS TRUST COMPANY BANK OF ALDEN, IOWA.  IT
 NK0717'IS IN A SMALL PASTURE, ON A SMALL KNOLL 59.6 METERS DIRECTLY
 NK0717'WEST OF THE NORTHWEST CORNER OF THE FARMHOUSE.
 NK0717'
 NK0717'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NK0717'DISKS SET IN CONCRETE.
 NK0717'
 NK0717'REFERENCE MARK NO. 1 IS AT THE FENCE LINE SOUTH OF THE ROAD
 NK0717'RUNNING EAST AND WEST.  IT IS 82.85 METERS EAST OF THE NUMERAL
 NK0717'5 IN THE FIGURE 8058 ON TOP OF THE SOUTH ABUTMENT OF THE
 NK0717'CONCRETE CULVERT NORTHWEST OF THE STATION, AND 75 METERS WEST
 NK0717'OF THE ROAD LEADING INTO THE FARMYARD.
 NK0717'
 NK0717'REFERENCE MARK NO. 2 IS AT THE T CORNER OF THE FENCES EAST BY
 NK0717'SOUTH OF THE STATION AND WEST BY SOUTH OF THE FARMHOUSE.
 NK0717'
 NK0717'ALL MARKS PROJECT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 NK0717'
 NK0717'ALL MEASUREMENTS ARE SLOPE DISTANCES.
 NK0717'
 NK0717'HEIGHT OF SIGNAL ABOVE STATION MARK - 24 METERS.
 NK0717
 NK0717                          STATION RECOVERY (1934)
 NK0717
 NK0717'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 NK0717'ALL MARKS ARE IN GOOD CONDITION.  DESCRIPTIONS OF STATION AND
 NK0717'REFERENCE MARK NO. 1 ARE ALRIGHT.
 NK0717'
 NK0717'REFERENCE MARK NO. 2 IS IN THE NORTH-SOUTH FARMYARD FENCE
 NK0717'LINE, 77 FEET WEST OF THE SOUTHWEST CORNER OF THE COMBINATION
 NK0717'GARAGE AND WELLHOUSE, 118.5 FEET NORTH OF THE NORTHWEST CORNER
 NK0717'OF THE BARN.
 NK0717
 NK0717                          STATION RECOVERY (1952)
 NK0717
 NK0717'RECOVERY NOTE BY HARDIN COUNTY IOWA 1952
 NK0717'DUE TO ROAD CONSTRUCTION, IT WAS NECESSARY TO DESTROY REFERENCE
 NK0717'MARK 1.  REFERENCE MARK 3 WAS ESTABLISHED 14.36 FT. S OF THE
 NK0717'LOCATION OF REFERENCE MARK 1.  THE MARK IS STAMPED ALDEN NO
 NK0717'3 1926.
 NK0717'
 NK0717'THE FOLLOWING MEASUREMENTS WERE MADE BY THE HARDIN COUNTY
 NK0717'ENGINEERING DEPARTMENT--
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0684 ***********************************************************************
 NK0684  DESIGNATION -  ALDINGER
 NK0684  PID         -  NK0684
 NK0684  STATE/COUNTY-  IA/FRANKLIN
 NK0684  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0684
 NK0684                         *CURRENT SURVEY CONTROL
 NK0684  ___________________________________________________________________
 NK0684* NAD 83(1996)-  42 37 52.57030(N)    093 10 31.64010(W)     ADJUSTED  
 NK0684* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 NK0684  ___________________________________________________________________
 NK0684  LAPLACE CORR-         -19.18  (seconds)                    DEFLEC99
 NK0684  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 NK0684
 NK0684  HORZ ORDER  -  FIRST
 NK0684
 NK0684.The horizontal coordinates were established by classical geodetic methods
 NK0684.and adjusted by the National Geodetic Survey in May 1999..
 NK0684
 NK0684.The orthometric height was scaled from a topographic map.
 NK0684
 NK0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0684
 NK0684.The geoid height was determined by GEOID03.
 NK0684
 NK0684;                    North         East     Units Scale Factor Converg.
 NK0684;SPC IA N     - 1,125,708.402 1,526,619.844   MT  0.99994557   +0 13 11.8
 NK0684;UTM  15      - 4,719,884.146   485,613.685   MT  0.99960255   -0 07 07.8
 NK0684
 NK0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0684!SPC IA N     -   0.99994418  x   0.99994557  =   0.99988976
 NK0684!UTM  15      -   0.99994418  x   0.99960255  =   0.99954675
 NK0684
 NK0684|---------------------------------------------------------------------|
 NK0684| PID    Reference Object                     Distance      Geod. Az  |
 NK0684|                                                           dddmmss.s |
 NK0684| CI5020 ALDINGER RM 2                       137.435 METERS 08959     |
 NK0684| NK0683 ACKLEY WATER TANK                   APPROX.13.1 KM 1305526.2 |
 NK0684| NK0687 HAMPTON WATER TANK                  APPROX.12.6 KM 3462926.9 |
 NK0684| NK0686 HAMPTON FRANKLIN CO CTHSE TWR       APPROX.12.6 KM 3474602.8 |
 NK0684| CI5019 ALDINGER RM 1                       181.840 METERS 35928     |
 NK0684| CI5021 ALDINGER RM 3                       191.476 METERS 35928     |
 NK0684|---------------------------------------------------------------------|
 NK0684
 NK0684                          SUPERSEDED SURVEY CONTROL
 NK0684
 NK0684  NAD 83(1996)-  42 37 52.57088(N)    093 10 31.63989(W) AD(       ) 1
 NK0684  NAD 83(1986)-  42 37 52.56659(N)    093 10 31.63435(W) AD(       ) 1
 NK0684  NAD 27      -  42 37 52.65100(N)    093 10 30.90800(W) AD(       ) 1
 NK0684
 NK0684.Superseded values are not recommended for survey control.
 NK0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0684.See file dsdata.txt to determine how the superseded data were derived.
 NK0684
 NK0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8561419884(NAD 83)
 NK0684_MARKER: DS = TRIANGULATION STATION DISK
 NK0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0684
 NK0684  HISTORY     - Date     Condition        Report By
 NK0684  HISTORY     - 1926     MONUMENTED       CGS
 NK0684  HISTORY     - 1933     GOOD             CGS
 NK0684  HISTORY     - 1934     GOOD             CGS
 NK0684  HISTORY     - 1938     GOOD             CGS
 NK0684  HISTORY     - 1960     GOOD             CGS
 NK0684
 NK0684                          STATION DESCRIPTION
 NK0684
 NK0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HWH)
 NK0684'STATION IS LOCATED ABOUT 8 MILES S AND 1-1/4 MILES E OF THE
 NK0684'TOWN OF HAMPTON, IOWA, IN THE SW 1/4 OF THE SE 1/4 OF SEC.
 NK0684'2, T 90 N, R 20 W, ON LAND OWNED BY MR. G.H. ALDINGER.  THE
 NK0684'STATION IS ON THE HIGHEST GROUND ABOUT 175 METERS (574.11
 NK0684'FEET) SW OF MR. ALDINGERS HOUSE, AND ABOUT 125 METERS (401.33
 NK0684'FEET) S OF THE PUBLIC HIGHWAY RUNNING E AND W.  THE MARK IS
 NK0684'SET 1 FOOT BELOW THE SURFACE OF THE GROUND.
 NK0684'
 NK0684'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 NK0684'DISKS SET IN CONCRETE.
 NK0684'
 NK0684'REFERENCE MARK NO. 1 IS AT THE FENCE CORNER DIRECTLY N OF
 NK0684'THE STATION.  IT IS ABOUT 10 METERS (32.80 FEET) S OF THE
 NK0684'ROAD.  IT IS ABOUT 2 METERS (6.56 FEET) E OF THE GATE TO
 NK0684'THE FIELD.  REFERENCE MARK NO. 2 IS AT THE FENCE CORNER E OF
 NK0684'THE STATION.  IT IS DIRECTLY S OF THE FIRST ROW OF TREES E
 NK0684'OF THE STATION.
 NK0684'
 NK0684'THE REFERENCE MARKS ARE SET PROJECTING 4 INCHES ABOVE THE
 NK0684'SURFACE OF THE GROUND.
 NK0684'
 NK0684'ALL MEASUREMENTS ARE SLOPE DISTANCES.
 NK0684'
 NK0684'HEIGHT OF SIGNAL ABOVE STATION MARK - 24 METERS.
 NK0684
 NK0684                          STATION RECOVERY (1933)
 NK0684
 NK0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WHR)
 NK0684'ORIGINAL DESCRIPTION CORRECT AND SUFFICIENT UNLESS MILEAGE
 NK0684'DISTANCE FROM HAMPTON BE CHANGED TO AGREE WITH ABOVE WHICH
 NK0684'IS MORE ACCURATE THAN THAT GIVEN IN THE ORIGINAL DESCRIPTION.
 NK0684
 NK0684                          STATION RECOVERY (1934)
 NK0684
 NK0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JNC)
 NK0684'ALL OF THE MARKS ARE IN GOOD CONDITION.
 NK0684'
 NK0684'THE STATION IS ON THE HIGHEST GROUND ABOUT 300 METERS (984.25
 NK0684'FEET) SW OF MR. ALDINGERS HOUSE, ABOUT 190 METERS (623.35
 NK0684'FEET) S OF THE PUBLIC HIGHWAY RUNNING E AND W AND ABOUT 15
 NK0684'FEET S OF A FENCE CORNER.
 NK0684'
 NK0684'REFERENCE MARK NO. 1 IS AT THE FENCE CORNER DIRECTLY N OF
 NK0684'THE STATION, ABOUT 35 FEET E OF THE E SIDE OF THE GATE TO
 NK0684'THE FIELD.  REFERENCE MARK NO. 2 IS AT THE FENCE CORNER E
 NK0684'OF THE STATION AND IS 10 FEET W OF THE FIRST ROW OF TREES
 NK0684'E OF THE STATION.
 NK0684
 NK0684                          STATION RECOVERY (1938)
 NK0684
 NK0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0684'STATION ALDINGER (1926) AND TWO REFERENCE MARKS WERE RECOVERED
 NK0684'IN GOOD CONDITION AND FOUND AS DESCRIBED.  THE STATION IS
 NK0684'LOCATED ABOUT 8 MILES S AND 1-1/4 MILES E OF THE TOWN OF
 NK0684'HAMPTON IN THE SW 1/4 OF SEC. 2, T 90 N, R 20 W, ON LAND
 NK0684'OWNED AND OCCUPIED BY G.H. ALDINGER.  STATION IS ON THE
 NK0684'HIGHEST GROUND ABOUT 175 METERS (574.11 FEET) SW OF MR.
 NK0684'ALDINGERS HOUSE AND ABOUT 125 METERS (401.33 FEET) S OF ROAD
 NK0684'RUNNING E AND W AND 15 FEET S OF THE END POST OF AN E-W FENCE.
 NK0684'THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 NK0684'
 NK0684'REFERENCE MARK NO. 1 IS N OF THE STATION, 36 FEET E OF GATE,
 NK0684'30 FEET S OF CENTER LINE OF E-W ROAD, AND PROJECTS 4 INCHES.
 NK0684'REFERENCE MARK NO. 2 IS E OF THE STATION AT SW FENCE CORNER
 NK0684'AND PROJECTS 4 INCHES.
 NK0684'
 NK0684'STATION WAS REACHED FROM HAMPTON AT THE INTERSECTION OF IOWA
 NK0684'ROUTE 10 AND U.S. HIGHWAY 65 BY GOING S ON U.S. HIGHWAY 65
 NK0684'(PAVED) FOR 7.75 MILES TO CROSS ROAD, THENCE LEFT, OR E, FOR
 NK0684'1.0 MILE TO CROSS ROAD.  TURN LEFT AND GO N FOR 0.25 MILE TO
 NK0684'A SIDE ROAD TO THE E, GO E ON THIS ROAD FOR 0.4 MILE TO A
 NK0684'GATE ON THE S SIDE OF THE ROAD, PASS THROUGH GATE AND DRIVE
 NK0684'0.2 MILE TO THE STATION IN A SOUTHERLY DIRECTION.
 NK0684'
 NK0684'NOTE--DISTANCES TO R.M.S. WERE NOT CHECKED.
 NK0684'
 NK0684'A 64-FOOT TOWER CLEARED ALL LINES.
 NK0684
 NK0684                          STATION RECOVERY (1960)
 NK0684
 NK0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NK0684'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NK0684'IN GOOD CONDITION.  THE PUBLIC ROAD WHICH RUN EAST AND WEST
 NK0684'ABOUT 200 YARDS NORTH OF THE STATION HAS BEEN CLOSED AND THE
 NK0684'LAND REVERTED TO THE ADJOINING LANDOWNERS.  THIS CHANGE LEFT
 NK0684'REFERENCE MARK NO. 1 IN A CULTIVATED FIELD, SO IT WAS MOVED
 NK0684'APPROXIMATELY ON LINE AWAY FROM THE STATION A DISTANCE OF
 NK0684'31.6 FEET.  A COMPLETE DESCRIPTION FOLLOWS.
 NK0684'
 NK0684'STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHEAST OF HAMPTON
 NK0684'AND 4 MILES SOUTHWEST OF GENEVA IN THE SW 1/4 SE 1/4 SEC.
 NK0684'2, T. 90 N., R. 20 W. ON THE OLD ALDINGER FARM WHICH IS OWNED
 NK0684'AND OCCUPIED BY VICTOR JOSLIN, NOW.  THE STATION MARK IS ON
 NK0684'THE HIGHEST GROUND ABOUT 300 YARDS SOUTHWEST OF THE FARMHOUSE,
 NK0684'629 FEET SOUTH OF A WOVEN WIRE FENCE, AND 451 FEET WEST OF A
 NK0684'NORTH-SOUTH FENCE WHICH RUNS ALONG THE WEST SIDE OF GROVE
 NK0684'AROUND FARM BUILDINGS.  THE MARK IS 12 INCHES BELOW THE
 NK0684'SURFACE OF THE GROUND AND THE DISK IS STAMPED ALDINGER 1926.
 NK0684'
 NK0684'REFERENCE MARK NO. 2 IS 450.9 FEET EAST OF THE STATION,
 NK0684'ABOUT 200 YARDS SOUTH OF A GATE AT THE NORTHWEST CORNER OF
 NK0684'A GROVE ON WEST SIDE OF HOUSE, AND 1 FOOT WEST OF FENCE.  THE
 NK0684'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ALDINGER NO
 NK0684'2 1926.
 NK0684'
 NK0684'REFERENCE MARK NO. 3 IS 628.2 FEET NORTH OF THE STATION,
 NK0684'474 FEET WEST OF A STEEL GATE AND FENCE CORNER, AND 1 FOOT
 NK0684'SOUTH OF A WOVEN WIRE FENCE AND A NEW STEEL WITNESS POST
 NK0684'SIGN.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 NK0684'ALDINGER NO 3 1926.
 NK0684'
 NK0684'THERE IS NO AZIMUTH MARK AT THIS STATION.  BUT THERE ARE
 NK0684'SEVERAL OBJECTS VISIBLE FROM THE GROUND WHICH MAY BE USED AS
 NK0684'NATURAL AZIMUTHS.  THEY ARE LISTED BELOW.
 NK0684'
 NK0684'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND
 NK0684'65 IN IOWA FALLS, GO NORTH AND EAST ON U.S. HIGHWAYS 20 AND
 NK0684'65 FOR 5.5 MILES TO THEIR JUNCTION.  TURN LEFT AND GO NORTH
 NK0684'ON U.S. HIGHWAY 65 FOR 4.0 MILES TO AN OILED ROAD LEFT OR
 NK0684'WEST TO BRADFORD AND A GRAVEL ROAD EAST.  TURN RIGHT AND GO
 NK0684'EAST ON GRAVEL ROAD FOR 2.0 MILES TO CROSSROADS.  TURN LEFT
 NK0684'AND GO NORTH ON GRAVEL ROAD FOR 0.25 MILE TO A T-ROAD.  TURN
 NK0684'LEFT AND GO WEST ON GRAVEL ROAD FOR 0.5 MILE TO GATE AT THE
 NK0684'NORTHWEST CORNER OF GROVE WHICH IS ABOUT 100 YARDS NORTHWEST
 NK0684'OF THE JOSLIN FARMHOUSE, AND THE STATION AS DESCRIBED.
 NK0684'
 NK0684'**NOTE--THE ORIGINAL HAMPTON, MUNI., WATER TANK INTERSECTION
 NK0684'STATION WAS NOT VISIBLE FROM THE GROUND AT THIS STATION,
 NK0684'ALTHOUGH IT IS STILL IN PLACE.  THE TANK LISTED IS A NEW
 NK0684'WATER TANK AND LARGER THAN THE OLD ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0690 ***********************************************************************
 NL0690  DESIGNATION -  ALEX
 NL0690  PID         -  NL0690
 NL0690  STATE/COUNTY-  IA/PLYMOUTH
 NL0690  USGS QUAD   -  KINGSLEY (1969)
 NL0690
 NL0690                         *CURRENT SURVEY CONTROL
 NL0690  ___________________________________________________________________
 NL0690* NAD 83(1996)-  42 37 07.10534(N)    095 53 03.01177(W)     ADJUSTED  
 NL0690* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 NL0690  ___________________________________________________________________
 NL0690  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 NL0690  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 NL0690
 NL0690  HORZ ORDER  -  THIRD
 NL0690
 NL0690.The horizontal coordinates were established by classical geodetic methods
 NL0690.and adjusted by the National Geodetic Survey in May 1999..
 NL0690
 NL0690.The orthometric height was scaled from a topographic map.
 NL0690
 NL0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0690
 NL0690.The geoid height was determined by GEOID03.
 NL0690
 NL0690;                    North         East     Units Scale Factor Converg.
 NL0690;SPC IA N     - 1,127,012.371 1,304,431.043   MT  0.99994573   -1 36 57.1
 NL0690;UTM  15      - 4,722,499.888   263,458.977   MT  1.00028844   -1 57 13.7
 NL0690
 NL0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0690!SPC IA N     -   0.99993726  x   0.99994573  =   0.99988299
 NL0690!UTM  15      -   0.99993726  x   1.00028844  =   1.00022568
 NL0690
 NL0690|---------------------------------------------------------------------|
 NL0690| PID    Reference Object                     Distance      Geod. Az  |
 NL0690|                                                           dddmmss.s |
 NL0690| CO2071 ALEX RM 1                            12.650 METERS 09631     |
 NL0690| CO2070 ALEX AZ MK                                         1350943.0 |
 NL0690| NL0691 KINGSLEY MUNICIPAL TANK             APPROX. 7.4 KM 2462907.9 |
 NL0690| CO2072 ALEX RM 2                            14.738 METERS 26445     |
 NL0690|---------------------------------------------------------------------|
 NL0690
 NL0690                          SUPERSEDED SURVEY CONTROL
 NL0690
 NL0690  NAD 83(1996)-  42 37 07.10546(N)    095 53 03.01179(W) AD(       ) 3
 NL0690  NAD 83(1996)-  42 37 07.10466(N)    095 53 03.01093(W) AD(       ) 3
 NL0690  NAD 83(1986)-  42 37 07.10576(N)    095 53 03.00913(W) AD(       ) 3
 NL0690  NAD 27      -  42 37 07.14300(N)    095 53 01.95600(W) AD(       ) 3
 NL0690
 NL0690.Superseded values are not recommended for survey control.
 NL0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0690.See file dsdata.txt to determine how the superseded data were derived.
 NL0690
 NL0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH6345922500(NAD 83)
 NL0690_MARKER: DS = TRIANGULATION STATION DISK
 NL0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0690
 NL0690  HISTORY     - Date     Condition        Report By
 NL0690  HISTORY     - 1950     MONUMENTED       CGS
 NL0690
 NL0690                          STATION DESCRIPTION
 NL0690
 NL0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0690'THE STATION IS LOCATED ABOUT 4 MILES EAST AND 2 MILES NORTH OF
 NL0690'THE TOWN OF KINGSLEY, ON THE SOUTH RIGHT-OF-WAY OF A SECTION
 NL0690'LINE ROAD.  IT IS 22.5 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 NL0690'OF THE ROAD, 6.2 FEET NORTHWEST OF A WITNESS POST AND 6 FEET
 NL0690'NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 NL0690'STAMPED ALEX 1950.
 NL0690'
 NL0690'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 NL0690'OF THE ROAD, 9 FEET WEST OF A WEST GATE POST, AND 1 FOOT NORTH
 NL0690'OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NL0690'ALEX NO 1 1950.
 NL0690'
 NL0690'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 NL0690'OF THE ROAD AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 6
 NL0690'INCHES AND THE DISK IS STAMPED ALEX NO 2 1950
 NL0690'
 NL0690'THE AZIMUTH MARK IS 30 FEET EAST OF THE APPROXIMATE CENTERLINE
 NL0690'OF A GRAVEL ROAD, 19 FEET SOUTH OF A POWER LINE POLE, 3.8 FEET
 NL0690'NORTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK
 NL0690'PROJECTS 8 INCHES AND THE DISK IS STAMPED ALEX 1950.
 NL0690'
 NL0690'TO REACH THE STATION FROM THE POST OFFICE IN KINGSLEY, GO EAST
 NL0690'FOR 0.05 MILE TO A GRAVEL ROAD.  TURN LEFT AND GO NORTH FOR
 NL0690'0.15 MILE TO COUNTY ROUTE L.  TURN RIGHT ON COUNTY ROUTE L AND
 NL0690'GO EAST FOR 4.0 MILE TO A CROSS ROAD.  TURN LEFT AND GO NORTH
 NL0690'FOR 1.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH
 NL0690'FOR 0.2 MILE TO A T ROAD WEST.  TURN LEFT AND GO WEST ON A
 NL0690'DIRT SECTION LINE ROAD FOR 0.25 MILE TO THE TOP OF A HILL AND
 NL0690'THE STATION ON THE LEFT AS DESCRIBED.
 NL0690'
 NL0690'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1007 ***********************************************************************
 OP1007  DESIGNATION -  ALGONA
 OP1007  PID         -  OP1007
 OP1007  STATE/COUNTY-  IA/KOSSUTH
 OP1007  USGS QUAD   -  ALGONA (1972)
 OP1007
 OP1007                         *CURRENT SURVEY CONTROL
 OP1007  ___________________________________________________________________
 OP1007* NAD 83(1996)-  43 04 08.39729(N)    094 14 19.91285(W)     ADJUSTED  
 OP1007* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 OP1007  ___________________________________________________________________
 OP1007  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 OP1007  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 OP1007
 OP1007  HORZ ORDER  -  FIRST
 OP1007
 OP1007.The horizontal coordinates were established by classical geodetic methods
 OP1007.and adjusted by the National Geodetic Survey in May 1999..
 OP1007
 OP1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1007
 OP1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1007
 OP1007.The geoid height was determined by GEOID03.
 OP1007
 OP1007;                    North         East     Units Scale Factor Converg.
 OP1007;SPC IA N     - 1,174,545.304 1,439,822.297   MT  0.99996987   -0 30 02.7
 OP1007;UTM  15      - 4,769,221.809   399,134.702   MT  0.99972516   -0 50 45.8
 OP1007
 OP1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1007!SPC IA N     -   0.99994673  x   0.99996987  =   0.99991660
 OP1007!UTM  15      -   0.99994673  x   0.99972516  =   0.99967190
 OP1007
 OP1007:                Primary Azimuth Mark                     Grid Az
 OP1007:SPC IA N     -  KAIN                                     057 56 04.8
 OP1007:UTM  15      -  KAIN                                     058 16 47.9
 OP1007
 OP1007|---------------------------------------------------------------------|
 OP1007| PID    Reference Object                     Distance      Geod. Az  |
 OP1007|                                                           dddmmss.s |
 OP1007| OP0998 KAIN                                APPROX.14.5 KM 0572602.1 |
 OP1007| OP1005 ALGONA WEIDENHOFF CORP TANK         APPROX. 3.1 KM 0620957.5 |
 OP1007| OP1006 ALGONA NE MUN TANK                  APPROX. 1.9 KM 0661652.3 |
 OP1007| CI5022 ALGONA RM 1                          42.417 METERS 06837     |
 OP1007| OP1003 ALGONA TV CO MAST                   APPROX. 3.3 KM 0895639.7 |
 OP1007| OP1004 ALGONA TV STA KGLO MAST             APPROX. 3.0 KM 0922418.9 |
 OP1007| OP1001 LU VERNE IOWA BEEF PROCES MAST      APPROX.12.5 KM 1010843.5 |
 OP1007| CI5023 ALGONA RM 2                          21.007 METERS 24652     |
 OP1007| OP1014 ALGONA RAD STA KLGA TALL MAST       APPROX. 5.4 KM 2691252.0 |
 OP1007| OP1008 ALGONA W MUN TANK                   147.633 METERS 33539     |
 OP1007|---------------------------------------------------------------------|
 OP1007
 OP1007                          SUPERSEDED SURVEY CONTROL
 OP1007
 OP1007  NAD 83(1996)-  43 04 08.39727(N)    094 14 19.91286(W) AD(       ) 1
 OP1007  NAD 83(1986)-  43 04 08.39038(N)    094 14 19.90568(W) AD(       ) 1
 OP1007  NAD 27      -  43 04 08.51054(N)    094 14 19.03860(W) AD(       ) 1
 OP1007  NGVD 29 (07/19/86)  368.6    (m)         1209.     (f) VERT ANG       
 OP1007
 OP1007.Superseded values are not recommended for survey control.
 OP1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1007.See file dsdata.txt to determine how the superseded data were derived.
 OP1007
 OP1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9913569222(NAD 83)
 OP1007_MARKER: DS = TRIANGULATION STATION DISK
 OP1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1007_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP1007
 OP1007  HISTORY     - Date     Condition        Report By
 OP1007  HISTORY     - 1971     MONUMENTED       NGS
 OP1007
 OP1007                          STATION DESCRIPTION
 OP1007
 OP1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1007'THE STATION IS LOCATED IN THE CENTER OF ALGONA AND NEAR
 OP1007'THE SOUTHWEST CORNER OF THE LAWN OF THE KOSSUTH COUNTY COURTHOUSE.
 OP1007'
 OP1007'STATION MARKS ARE STANDARD DISKS STAMPED ALGONA 1971.  THE
 OP1007'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP1007'CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND
 OP1007'SURFACE.  IT IS 73 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 OP1007'CORNER OF THE COURTHOUSE, 57 FEET NORTHEAST OF A FIRE HYDRANT,
 OP1007'36 FEET EAST OF A 14-INCH PINE TREE AND 34 FEET WEST OF
 OP1007'A 48-INCH ELM TREE.  THE UNDERGROUND DISK IS SET IN THE
 OP1007'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 OP1007'GROUND SURFACE.
 OP1007'
 OP1007'REFERENCE MARK 1, A STANDARD DISK STAMPED ALGONA NO 1 1971,
 OP1007'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK LEADING
 OP1007'TO THE SOUTH ENTRANCE OF THE COURTHOUSE.  IT IS 72 FEET
 OP1007'EAST-SOUTHEAST OF THE CENTER OF THE SOUTH COURTHOUSE ENTRANCE,
 OP1007'53.6 FEET EAST OF A FLAGPOLE AND 38 FEET SOUTHWEST OF THE
 OP1007'SOUTHEAST CORNER OF THE COURTHOUSE.
 OP1007'
 OP1007'REFERENCE MARK 2, A STANDARD DISK STAMPED ALGONA NO 2 1971,
 OP1007'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK AT
 OP1007'THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE.  IT IS 37
 OP1007'FEET SOUTHWEST OF THE PINE TREE, 33 FEET NORTH OF THE CENTER
 OP1007'OF WEST STATE STREET AND 13.5 FEET WEST OF THE FIRE HYDRANT.
 OP1007'
 OP1007'NOTE--NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OP1007'
 OP1007'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1006 ***********************************************************************
 OP1006  DESIGNATION -  ALGONA NE MUN TANK
 OP1006  PID         -  OP1006
 OP1006  STATE/COUNTY-  IA/KOSSUTH
 OP1006  USGS QUAD   -  ALGONA (1972)
 OP1006
 OP1006                         *CURRENT SURVEY CONTROL
 OP1006  ___________________________________________________________________
 OP1006* NAD 83(1996)-  43 04 33.31693(N)    094 13 02.52049(W)     ADJUSTED  
 OP1006* NAVD 88     -       361.     (meters)    1184.     (feet)  VERTCON   
 OP1006  ___________________________________________________________________
 OP1006  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 OP1006  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 OP1006
 OP1006  HORZ ORDER  -  THIRD
 OP1006
 OP1006.The horizontal coordinates were established by classical geodetic methods
 OP1006.and adjusted by the National Geodetic Survey in May 1999..
 OP1006
 OP1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1006
 OP1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1006
 OP1006.The geoid height was determined by GEOID03.
 OP1006
 OP1006;                    North         East     Units Scale Factor Converg.
 OP1006;SPC IA N     - 1,175,299.180 1,441,579.700   MT  0.99997072   -0 29 10.3
 OP1006;UTM  15      - 4,769,964.897   400,896.180   MT  0.99972082   -0 49 53.4
 OP1006
 OP1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1006!SPC IA N     -   0.99994792  x   0.99997072  =   0.99991864
 OP1006!UTM  15      -   0.99994792  x   0.99972082  =   0.99966876
 OP1006
 OP1006                          SUPERSEDED SURVEY CONTROL
 OP1006
 OP1006  NAD 83(1996)-  43 04 33.31690(N)    094 13 02.52050(W) AD(       ) 4
 OP1006  NAD 83(1986)-  43 04 33.30990(N)    094 13 02.51241(W) AD(       ) 4
 OP1006  NAD 27      -  43 04 33.42998(N)    094 13 01.64937(W) AD(       ) 3
 OP1006  NGVD 29 (07/19/86)  361.     (m)         1184.     (f) VERT ANG       
 OP1006
 OP1006.Superseded values are not recommended for survey control.
 OP1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1006.See file dsdata.txt to determine how the superseded data were derived.
 OP1006
 OP1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0089669965(NAD 83)
 OP1006_MARKER: 53 = ELEVATED TANK
 OP1006
 OP1006  HISTORY     - Date     Condition        Report By
 OP1006  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP1006
 OP1006                          STATION DESCRIPTION
 OP1006
 OP1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1006'THE ALGONA NORTHEAST MUNICIPAL WATER TANK IS LOCATED ABOUT
 OP1006'1 MILE NORTHEAST OF THE BUSINESS DISTRICT, 200 FEET SOUTH
 OP1006'OF THE RAILROAD STATION, MIDWAY BETWEEN NORTH JOHNSON AND
 OP1006'NORTH MAIN STREETS.
 OP1006'
 OP1006'THE TANK IS PAINTED SILVER, 135 FEET HIGH, DOUBLE ELLIPSOIDAL,
 OP1006'WITH 6 TUBULAR LEGS, WITH A CAP AND LIGHT AT THE APEX.
 OP1006'
 OP1006'THE POINT INTERSECTED WAS THE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1014 ***********************************************************************
 OP1014  DESIGNATION -  ALGONA RAD STA KLGA TALL MAST
 OP1014  PID         -  OP1014
 OP1014  STATE/COUNTY-  IA/KOSSUTH
 OP1014  USGS QUAD   -  HOBARTON (1980)
 OP1014
 OP1014                         *CURRENT SURVEY CONTROL
 OP1014  ___________________________________________________________________
 OP1014* NAD 83(1996)-  43 04 05.94250(N)    094 18 17.29992(W)     ADJUSTED  
 OP1014* NAVD 88     -       428.     (meters)    1404.     (feet)  VERTCON   
 OP1014  ___________________________________________________________________
 OP1014  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 OP1014  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 OP1014
 OP1014  HORZ ORDER  -  THIRD
 OP1014
 OP1014.The horizontal coordinates were established by classical geodetic methods
 OP1014.and adjusted by the National Geodetic Survey in May 1999..
 OP1014
 OP1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1014
 OP1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1014
 OP1014.The geoid height was determined by GEOID03.
 OP1014
 OP1014;                    North         East     Units Scale Factor Converg.
 OP1014;SPC IA N     - 1,174,518.589 1,434,451.101   MT  0.99996978   -0 32 43.6
 OP1014;UTM  15      - 4,769,227.480   393,764.721   MT  0.99973884   -0 53 27.9
 OP1014
 OP1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1014!SPC IA N     -   0.99993740  x   0.99996978  =   0.99990718
 OP1014!UTM  15      -   0.99993740  x   0.99973884  =   0.99967625
 OP1014
 OP1014                          SUPERSEDED SURVEY CONTROL
 OP1014
 OP1014  NAD 83(1996)-  43 04 05.94250(N)    094 18 17.29996(W) AD(       ) 4
 OP1014  NAD 83(1986)-  43 04 05.93632(N)    094 18 17.29254(W) AD(       ) 4
 OP1014  NAD 27      -  43 04 06.05545(N)    094 18 16.42034(W) AD(       ) 3
 OP1014  NGVD 29 (07/19/86)  428.     (m)         1404.     (f) VERT ANG       
 OP1014
 OP1014.Superseded values are not recommended for survey control.
 OP1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1014.See file dsdata.txt to determine how the superseded data were derived.
 OP1014
 OP1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9376569227(NAD 83)
 OP1014_MARKER: 42 = RADIO/TV MAST
 OP1014
 OP1014  HISTORY     - Date     Condition        Report By
 OP1014  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP1014
 OP1014                          STATION DESCRIPTION
 OP1014
 OP1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1014'THE ALGONA RADIO STATION KLGA-FM TALLEST 1 OF 2 MASTS IS
 OP1014'LOCATED 6 MILES EAST-NORTHEAST OF WHITTEMORE, 3 MILES
 OP1014'WEST-SOUTHWEST OF ALGONA, IN THE SOUTHEAST CORNER OF SECTION
 OP1014'5, T 95 N, R 29 W.
 OP1014'
 OP1014'TO REACH THE MAST FROM HALL AND MC GREGOR STREETS IN ALGONA,
 OP1014'GO WEST ON MC GREGOR STREET FOR 3.2 MILES TO THE MAST ON
 OP1014'THE RIGHT.
 OP1014'
 OP1014'THE MAST IS THE NORTH 1 OF 2 MASTS, A 3-LEGGED, SINGLE COLUMN
 OP1014'STRUCTURE, PAINTED RED AND WHITE, GUYED, 154 FEET HIGH WITH
 OP1014'A 52 FOOT HIGH FM ANTENNA ON TOP FOR A TOTAL HEIGHT OF 206
 OP1014'FEET, AND A LIGHT AT THE APEX.
 OP1014'
 OP1014'THE POINT INTERSECTED WAS THE LIGHT.
 OP1014'
 OP1014'THE SOUTH 1 OF 2 MASTS IS 154 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1003 ***********************************************************************
 OP1003  DESIGNATION -  ALGONA TV CO MAST
 OP1003  PID         -  OP1003
 OP1003  STATE/COUNTY-  IA/KOSSUTH
 OP1003  USGS QUAD   -  ALGONA (1972)
 OP1003
 OP1003                         *CURRENT SURVEY CONTROL
 OP1003  ___________________________________________________________________
 OP1003* NAD 83(1996)-  43 04 08.47551(N)    094 11 53.47985(W)     ADJUSTED  
 OP1003* NAVD 88     -       494.     (meters)    1621.     (feet)  VERTCON   
 OP1003  ___________________________________________________________________
 OP1003  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 OP1003  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 OP1003
 OP1003  HORZ ORDER  -  THIRD
 OP1003
 OP1003.The horizontal coordinates were established by classical geodetic methods
 OP1003.and adjusted by the National Geodetic Survey in May 1999..
 OP1003
 OP1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1003
 OP1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1003
 OP1003.The geoid height was determined by GEOID03.
 OP1003
 OP1003;                    North         East     Units Scale Factor Converg.
 OP1003;SPC IA N     - 1,174,519.560 1,443,135.131   MT  0.99996987   -0 28 23.5
 OP1003;UTM  15      - 4,769,176.118   402,446.496   MT  0.99971707   -0 49 05.8
 OP1003
 OP1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1003!SPC IA N     -   0.99992707  x   0.99996987  =   0.99989694
 OP1003!UTM  15      -   0.99992707  x   0.99971707  =   0.99964416
 OP1003
 OP1003                          SUPERSEDED SURVEY CONTROL
 OP1003
 OP1003  NAD 83(1996)-  43 04 08.47546(N)    094 11 53.47975(W) AD(       ) 4
 OP1003  NAD 83(1986)-  43 04 08.46792(N)    094 11 53.46855(W) AD(       ) 4
 OP1003  NAD 27      -  43 04 08.58916(N)    094 11 52.62345(W) AD(       ) 3
 OP1003  NGVD 29 (07/19/86)  494.     (m)         1621.     (f) VERT ANG       
 OP1003
 OP1003.Superseded values are not recommended for survey control.
 OP1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1003.See file dsdata.txt to determine how the superseded data were derived.
 OP1003
 OP1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0244669176(NAD 83)
 OP1003_MARKER: 42 = RADIO/TV MAST
 OP1003
 OP1003  HISTORY     - Date     Condition        Report By
 OP1003  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP1003
 OP1003                          STATION DESCRIPTION
 OP1003
 OP1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1003'THE ALGONA GREATER ALGONA TV COMPANY MAST IS LOCATED IN
 OP1003'A PASTURE, ABOUT 1.5 MILES EAST OF DOWNTOWN ALGONA, 0.2
 OP1003'MILE NORTHEAST OF THE KGLO TV REPEATER MAST, IN SECTION
 OP1003'6, T 95 N, R 28 W.
 OP1003'
 OP1003'TO REACH THE MAST FROM THE INTERSECTION OF MC GREGOR AND
 OP1003'SOUTH PHILLIPS STREETS IN THE EAST SECTION OF ALGONA, GO
 OP1003'EAST ON MC GREGOR STREET AND A PAVED ROAD FOR 1.2 MILES
 OP1003'TO A ROAD RIGHT AND A FIELD ENTRANCE ON THE LEFT.  TURN
 OP1003'LEFT AND GO NORTH ON A PASTURE ROAD FOR 350 FEET TO THE
 OP1003'KGLO TV MAST.  CONTINUE ON THE PASTURE ROAD AND GO NORTHEAST
 OP1003'FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 OP1003'
 OP1003'THE MAST IS A 3-LEGGED, SINGLE COLUMN STRUCTURE, GUYED, PAINTED
 OP1003'RED AND WHITE, 460 FEET HIGH, SEVERAL ANTENNAS AND A RED
 OP1003'LIGHT AT THE APEX.
 OP1003'
 OP1003'THE POINT INTERSECTED WAS THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1004 ***********************************************************************
 OP1004  DESIGNATION -  ALGONA TV STA KGLO MAST
 OP1004  PID         -  OP1004
 OP1004  STATE/COUNTY-  IA/KOSSUTH
 OP1004  USGS QUAD   -  ALGONA (1972)
 OP1004
 OP1004                         *CURRENT SURVEY CONTROL
 OP1004  ___________________________________________________________________
 OP1004* NAD 83(1996)-  43 04 04.32830(N)    094 12 08.46790(W)     ADJUSTED  
 OP1004* NAVD 88     -       490.     (meters)    1608.     (feet)  VERTCON   
 OP1004  ___________________________________________________________________
 OP1004  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 OP1004  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 OP1004
 OP1004  HORZ ORDER  -  THIRD
 OP1004
 OP1004.The horizontal coordinates were established by classical geodetic methods
 OP1004.and adjusted by the National Geodetic Survey in May 1999..
 OP1004
 OP1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1004
 OP1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1004
 OP1004.The geoid height was determined by GEOID03.
 OP1004
 OP1004;                    North         East     Units Scale Factor Converg.
 OP1004;SPC IA N     - 1,174,394.396 1,442,794.986   MT  0.99996973   -0 28 33.7
 OP1004;UTM  15      - 4,769,053.037   402,105.690   MT  0.99971789   -0 49 16.0
 OP1004
 OP1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1004!SPC IA N     -   0.99992770  x   0.99996973  =   0.99989743
 OP1004!UTM  15      -   0.99992770  x   0.99971789  =   0.99964561
 OP1004
 OP1004                          SUPERSEDED SURVEY CONTROL
 OP1004
 OP1004  NAD 83(1996)-  43 04 04.32824(N)    094 12 08.46779(W) AD(       ) 4
 OP1004  NAD 83(1986)-  43 04 04.32055(N)    094 12 08.45619(W) AD(       ) 4
 OP1004  NAD 27      -  43 04 04.44128(N)    094 12 07.61043(W) AD(       ) 3
 OP1004  NGVD 29 (07/19/86)  490.     (m)         1608.     (f) VERT ANG       
 OP1004
 OP1004.Superseded values are not recommended for survey control.
 OP1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1004.See file dsdata.txt to determine how the superseded data were derived.
 OP1004
 OP1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0210669053(NAD 83)
 OP1004_MARKER: 42 = RADIO/TV MAST
 OP1004
 OP1004  HISTORY     - Date     Condition        Report By
 OP1004  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP1004
 OP1004                          STATION DESCRIPTION
 OP1004
 OP1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1004'THE ALGONA KGLO TELEVISION STATION REPEATER MAST (BASED
 OP1004'IN MASON CITY) IS LOCATED IN A PASTURE, ABOUT 1.4 MILES
 OP1004'EAST OF DOWNTOWN ALGONA, 0.2 MILE SOUTHWEST OF THE GREATER
 OP1004'ALGONA TELEVISION COMPANY MAST, IN SECTION 6, T 95 N, R 28 W.
 OP1004'
 OP1004'TO REACH THE MAST FROM THE INTERSECTION OF MC GREGOR AND
 OP1004'SOUTH PHILLIPS STREETS IN THE EAST SECTION OF ALGONA, GO
 OP1004'EAST ON MC GREGOR STREET FOR 1.2 MILES TO A ROAD RIGHT AND
 OP1004'A FIELD ENTRANCE ON THE LEFT.  TURN LEFT AND GO NORTH ON
 OP1004'A PASTURE ROAD FOR 350 FEET TO THE MAST.
 OP1004'
 OP1004'IT IS A 3-LEGGED, SINGLE COLUMN STRUCTURE, GUYED, PAINTED
 OP1004'RED AND WHITE, 460 FEET HIGH, WITH A RED LIGHT AT THE APEX.
 OP1004'
 OP1004'THE POINT INTERSECTED WAS THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1008 ***********************************************************************
 OP1008  DESIGNATION -  ALGONA W MUN TANK
 OP1008  PID         -  OP1008
 OP1008  STATE/COUNTY-  IA/KOSSUTH
 OP1008  USGS QUAD   -  ALGONA (1972)
 OP1008
 OP1008                         *CURRENT SURVEY CONTROL
 OP1008  ___________________________________________________________________
 OP1008* NAD 83(1996)-  43 04 12.75548(N)    094 14 22.60412(W)     ADJUSTED  
 OP1008* NAVD 88     -       387.     (meters)    1270.     (feet)  VERTCON   
 OP1008  ___________________________________________________________________
 OP1008  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 OP1008  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 OP1008
 OP1008  HORZ ORDER  -  THIRD
 OP1008
 OP1008.The horizontal coordinates were established by classical geodetic methods
 OP1008.and adjusted by the National Geodetic Survey in May 1999..
 OP1008
 OP1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1008
 OP1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1008
 OP1008.The geoid height was determined by GEOID03.
 OP1008
 OP1008;                    North         East     Units Scale Factor Converg.
 OP1008;SPC IA N     - 1,174,680.318 1,439,762.588   MT  0.99997001   -0 30 04.6
 OP1008;UTM  15      - 4,769,357.148   399,075.822   MT  0.99972530   -0 50 47.7
 OP1008
 OP1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1008!SPC IA N     -   0.99994384  x   0.99997001  =   0.99991385
 OP1008!UTM  15      -   0.99994384  x   0.99972530  =   0.99966916
 OP1008
 OP1008                          SUPERSEDED SURVEY CONTROL
 OP1008
 OP1008  NAD 83(1996)-  43 04 12.75543(N)    094 14 22.60410(W) AD(       ) 4
 OP1008  NAD 83(1986)-  43 04 12.74808(N)    094 14 22.59645(W) AD(       ) 4
 OP1008  NAD 27      -  43 04 12.86895(N)    094 14 21.73067(W) AD(       ) 3
 OP1008  NGVD 29 (07/19/86)  387.     (m)         1270.     (f) VERT ANG       
 OP1008
 OP1008.Superseded values are not recommended for survey control.
 OP1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1008.See file dsdata.txt to determine how the superseded data were derived.
 OP1008
 OP1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9907669357(NAD 83)
 OP1008_MARKER: 53 = ELEVATED TANK
 OP1008
 OP1008  HISTORY     - Date     Condition        Report By
 OP1008  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP1008
 OP1008                          STATION DESCRIPTION
 OP1008
 OP1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1008'THE ALGONA WEST MUNICIPAL WATER TANK IS LOCATED 1/2 BLOCK
 OP1008'NORTHWEST OF THE COURTHOUSE, AT THE WATER WORKS, 75 FEET
 OP1008'SOUTH OF WATER TOWER DRIVE.
 OP1008'
 OP1008'THE TANK IS PAINTED SILVER, WITH A RED CONICAL ROOF, 120
 OP1008'FEET HIGH, WITH 6 CHANNEL-LACED LEGS, BALL AT THE APEX,
 OP1008'AND THE LEGEND ALGONA ON THE SIDE.
 OP1008'
 OP1008'THE POINT INTERSECTED WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1005 ***********************************************************************
 OP1005  DESIGNATION -  ALGONA WEIDENHOFF CORP TANK
 OP1005  PID         -  OP1005
 OP1005  STATE/COUNTY-  IA/KOSSUTH
 OP1005  USGS QUAD   -  ALGONA (1972)
 OP1005
 OP1005                         *CURRENT SURVEY CONTROL
 OP1005  ___________________________________________________________________
 OP1005* NAD 83(1996)-  43 04 55.96747(N)    094 12 16.95267(W)     ADJUSTED  
 OP1005* NAVD 88     -       392.     (meters)    1286.     (feet)  VERTCON   
 OP1005  ___________________________________________________________________
 OP1005  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 OP1005  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 OP1005
 OP1005  HORZ ORDER  -  THIRD
 OP1005
 OP1005.The horizontal coordinates were established by classical geodetic methods
 OP1005.and adjusted by the National Geodetic Survey in May 1999..
 OP1005
 OP1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1005
 OP1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1005
 OP1005.The geoid height was determined by GEOID03.
 OP1005
 OP1005;                    North         East     Units Scale Factor Converg.
 OP1005;SPC IA N     - 1,175,989.451 1,442,616.311   MT  0.99997151   -0 28 39.4
 OP1005;UTM  15      - 4,770,648.735   401,936.671   MT  0.99971830   -0 49 22.6
 OP1005
 OP1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1005!SPC IA N     -   0.99994306  x   0.99997151  =   0.99991457
 OP1005!UTM  15      -   0.99994306  x   0.99971830  =   0.99966138
 OP1005
 OP1005                          SUPERSEDED SURVEY CONTROL
 OP1005
 OP1005  NAD 83(1996)-  43 04 55.96742(N)    094 12 16.95269(W) AD(       ) 4
 OP1005  NAD 83(1986)-  43 04 55.96035(N)    094 12 16.94411(W) AD(       ) 4
 OP1005  NAD 27      -  43 04 56.08100(N)    094 12 16.08328(W) AD(       ) 3
 OP1005  NGVD 29 (07/19/86)  392.     (m)         1286.     (f) VERT ANG       
 OP1005
 OP1005.Superseded values are not recommended for survey control.
 OP1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1005.See file dsdata.txt to determine how the superseded data were derived.
 OP1005
 OP1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0193770649(NAD 83)
 OP1005_MARKER: 53 = ELEVATED TANK
 OP1005
 OP1005  HISTORY     - Date     Condition        Report By
 OP1005  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP1005
 OP1005                          STATION DESCRIPTION
 OP1005
 OP1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1005'THE ALGONA WEIDENHOFF CORPORATION WATER TANK IS LOCATED
 OP1005'ABOUT 2 MILES NORTHEAST OF DOWNTOWN ALGONA, ALONG U.S. HIGHWAY
 OP1005'18, AT THE PLANT SITE.
 OP1005'
 OP1005'TO REACH THE TANK FROM THE JUNCTION OF U.S. HIGHWAYS 18
 OP1005'AND 169, ABOUT 1 MILE NORTH OF ALGONA, GO EAST ON HIGHWAY
 OP1005'18 FOR 1.5 MILES TO THE TANK ON THE RIGHT, ABOUT 200 FEET
 OP1005'SOUTH OF THE HIGHWAY.
 OP1005'
 OP1005'THE TANK IS PAINTED SILVER, ABOUT 120 FEET HIGH, WITH AN
 OP1005'ELLIPTICAL TOP WITH A CAP AT THE APEX, AND 4 TUBULAR LEGS.
 OP1005'THE LEGEND WEIDENHOFF CORPORATION IS PAINTED ON THE EAST
 OP1005'AND WEST SIDES.
 OP1005'
 OP1005'THE POINT INTERSECTED WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1149 ***********************************************************************
 OP1149  CBN         -  This is a Cooperative Base Network Control Station.
 OP1149  PACS        -  This is a Primary Airport Control Station.
 OP1149  DESIGNATION -  ALGOPORT
 OP1149  PID         -  OP1149
 OP1149  STATE/COUNTY-  IA/KOSSUTH
 OP1149  USGS QUAD   -  HOBARTON (1980)
 OP1149
 OP1149                         *CURRENT SURVEY CONTROL
 OP1149  ___________________________________________________________________
 OP1149* NAD 83(1996)-  43 04 43.81343(N)    094 16 25.81833(W)     ADJUSTED  
 OP1149* NAVD 88     -       369.04   (meters)    1210.8    (feet)  GPS OBS   
 OP1149  ___________________________________________________________________
 OP1149  X           -    -347,742.891 (meters)                     COMP
 OP1149  Y           -  -4,653,248.724 (meters)                     COMP
 OP1149  Z           -   4,334,135.410 (meters)                     COMP
 OP1149  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 OP1149  ELLIP HEIGHT-         340.20  (meters)          (06/15/04) GPS OBS
 OP1149  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 OP1149
 OP1149  HORZ ORDER  -  B
 OP1149  ELLP ORDER  -  FOURTH    CLASS I
 OP1149
 OP1149.This mark is at Algona Municipal Airport (AXA)
 OP1149
 OP1149.The horizontal coordinates were established by GPS observations
 OP1149.and adjusted by the National Geodetic Survey in August 1997..
 OP1149
 OP1149.The orthometric height was determined by GPS observations and a
 OP1149.high-resolution geoid model.
 OP1149
 OP1149.GPS derived orthometric heights for airport stations designated as
 OP1149.PACS or SACS are published to 2 decimal places.  This maintains
 OP1149.centimeter relative accuracy between the PACS and SACS.  It does
 OP1149.not indicate centimeter accuracy relative to other marks which are
 OP1149.part of the NAVD 88 network.
 OP1149
 OP1149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1149
 OP1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1149
 OP1149.The ellipsoidal height was determined by GPS observations
 OP1149.and is referenced to NAD 83.
 OP1149
 OP1149.The geoid height was determined by GEOID03.
 OP1149
 OP1149;                    North         East     Units Scale Factor Converg.
 OP1149;SPC IA N     - 1,175,663.635 1,436,983.901   MT  0.99997108   -0 31 28.1
 OP1149;UTM  15      - 4,770,356.960   396,303.785   MT  0.99973228   -0 52 12.4
 OP1149
 OP1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1149!SPC IA N     -   0.99994665  x   0.99997108  =   0.99991773
 OP1149!UTM  15      -   0.99994665  x   0.99973228  =   0.99967895
 OP1149
 OP1149:                Primary Azimuth Mark                     Grid Az
 OP1149:SPC IA N     -  ALGOPORT AZ MK                           314 03 06.9
 OP1149:UTM  15      -  ALGOPORT AZ MK                           314 23 51.2
 OP1149
 OP1149|---------------------------------------------------------------------|
 OP1149| PID    Reference Object                     Distance      Geod. Az  |
 OP1149|                                                           dddmmss.s |
 OP1149| OP1150 ALGOPORT AZ MK                      451.292 METERS 3133138.8 |
 OP1149|---------------------------------------------------------------------|
 OP1149
 OP1149                          SUPERSEDED SURVEY CONTROL
 OP1149
 OP1149  ELLIP H (08/25/97)  340.22   (m)                       GP(       ) 4 1
 OP1149  NAD 83(1986)-  43 04 43.80681(N)    094 16 25.80970(W) AD(       ) 3
 OP1149  NGVD 29 (07/09/90)  369.0    (m)         1211.     (f) GPS OBS        
 OP1149
 OP1149.Superseded values are not recommended for survey control.
 OP1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1149.See file dsdata.txt to determine how the superseded data were derived.
 OP1149
 OP1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9630470357(NAD 83)
 OP1149_MARKER: I = METAL ROD
 OP1149_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OP1149_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OP1149_STAMPING: ALGOPORT 1989
 OP1149_MARK LOGO: NGS   
 OP1149_PROJECTION: FLUSH
 OP1149_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1149+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OP1149_ROD/PIPE-DEPTH: 5.2  meters
 OP1149_SLEEVE-DEPTH  : 0.91 meters
 OP1149
 OP1149  HISTORY     - Date     Condition        Report By
 OP1149  HISTORY     - 1989     MONUMENTED       NGS
 OP1149  HISTORY     - 19960905 GOOD             NGS
 OP1149
 OP1149                          STATION DESCRIPTION
 OP1149
 OP1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OP1149'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) WEST OF ALGONA AT THE
 OP1149'ALGONA MUNICIPAL AIRPORT, AT THE JUNCTION OF THE ENTRANCE RAMP AND
 OP1149'RUNWAY.  OWNERSHIP--CITY OF ALGONA, ALGONA, IA 50511, PHONE (515)
 OP1149'295-7492.  THE AIRPORT MANAGER IS PETE O'LEARY.
 OP1149'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 AND STATE
 OP1149'HIGHWAY 169 ON THE NORTH SIDE OF ALGONA, GO WEST ON US HIGHWAY 18 FOR
 OP1149'3.0 KM (1.85 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 OP1149'SOUTH, ON THE ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO A LANE ON THE
 OP1149'RIGHT.  TURN RIGHT, WEST, FOR 0.08 KM (0.05 MI) TO THE APRON ON THE
 OP1149'LEFT.  TURN LEFT, SOUTH, ONTO THE APRON AND ENTRANCE RAMP FOR 0.3 KM
 OP1149'(0.20 MI) TO THE JUNCTION OF THE RUNWAY AND THE STATION OF THE RIGHT.
 OP1149'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 OP1149'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 OP1149'SURROUNDED BY CONCRETE.  LOCATED 21.45 M (70.4 FT) NORTHEAST OF THE
 OP1149'CENTER OF THE RUNWAY, 16.42 M (53.9 FT) WEST OF THE CENTER OF THE
 OP1149'ENTRANCE RAMP, 5.6 M (18.4 FT) NORTHEAST OF A RAMP BEACON LIGHT AND
 OP1149'5.6 M (18.4 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 OP1149'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OP1149'DESCRIBED BY M. L. MCCREADY.
 OP1149
 OP1149                          STATION RECOVERY (1996)
 OP1149
 OP1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 OP1149'THE STATION IS 3 MI (4.8 KM) NORTHWEST OF ALGONA AT THE ALGONA
 OP1149'MUNICIPAL AIRPORT, AT THE JUNCTION OF THE TAXIWAY AND RUNWAY.
 OP1149'OWNERSHIP--CITY OF ALGONA--2907 HIGHWAY 18 WEST ALGONA, IA 50511.
 OP1149'AIRPORT MANAGER IS PAUL WATKINS, PHONE 515-295-7492.  TO REACH THE
 OP1149'STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND STATE HIGHWAY 169 GO
 OP1149'WEST ON HIGHWAY 18 FOR 1.85 TO THE AIRPORT ENTRANCE ON THE LEFT. TURN
 OP1149'LEFT, SOUTH, ON AIRPORT ENTRANCE ROAD AND GO 0.1 MI (0.2 KM) TO A ROAD
 OP1149'ON THE RIGHT.  TURN RIGHT, WEST, THEN LEFT, SOUTH, BETWEEN TWO HANGARS
 OP1149'AND GO 0.2 MI (0.3 KM) ACROSS APRON TO TAXIWAY AND STATION ON THE
 OP1149'RIGHT.  THE STATION IS 70.2 FT (21.4 M) NORTHEAST OF THE CENTERLINE OF
 OP1149'RUNWAY, 53.6 FT (16.3 M) NORTHWEST OF THE CENTERLINE OF TAXIWAY AND
 OP1149'1.7 FT (0.5 M) SOUTHWEST OF A CARSONITE WITNESS POST. THE STATION IS A
 OP1149'1/2 INCH STAINLESS STEEL ROD ENCASED IN A 5-INCH PVC PIPE WITH LOGO
 OP1149'CAP.  NOTE--ACCESS TO DATUM POINT IS THRU A 5-INCH NGS LOGO CAP
 OP1149'STAMPED ALGOPORT 1989.  NOTE--THIS IS THE PRIMARY AIRPORT CONTROL
 OP1149'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1150 ***********************************************************************
 OP1150  DESIGNATION -  ALGOPORT AZ MK
 OP1150  PID         -  OP1150
 OP1150  STATE/COUNTY-  IA/KOSSUTH
 OP1150  USGS QUAD   -  HOBARTON (1980)
 OP1150
 OP1150                         *CURRENT SURVEY CONTROL
 OP1150  ___________________________________________________________________
 OP1150* NAD 83(1996)-  43 04 53.88481(N)    094 16 40.28355(W)     ADJUSTED  
 OP1150* NAVD 88     -       369.6    (meters)    1213.     (feet)  VERTCON   
 OP1150  ___________________________________________________________________
 OP1150  X           -    -348,053.417 (meters)                     COMP
 OP1150  Y           -  -4,653,013.068 (meters)                     COMP
 OP1150  Z           -   4,334,362.845 (meters)                     COMP
 OP1150  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 OP1150  ELLIP HEIGHT-         340.81  (meters)          (05/06/99) GPS OBS
 OP1150  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 OP1150
 OP1150  HORZ ORDER  -  THIRD
 OP1150  ELLP ORDER  -  FOURTH    CLASS I
 OP1150
 OP1150.This mark is at Algona Municipal Airport (AXA)
 OP1150
 OP1150.The horizontal coordinates were established by GPS observations
 OP1150.and adjusted by the National Geodetic Survey in May 1999..
 OP1150
 OP1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1150
 OP1150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1150
 OP1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1150
 OP1150.The ellipsoidal height was determined by GPS observations
 OP1150.and is referenced to NAD 83.
 OP1150
 OP1150.The geoid height was determined by GEOID03.
 OP1150
 OP1150;                    North         East     Units Scale Factor Converg.
 OP1150;SPC IA N     - 1,175,977.413 1,436,659.562   MT  0.99997143   -0 31 37.9
 OP1150;UTM  15      - 4,770,672.614   395,981.422   MT  0.99973310   -0 52 22.5
 OP1150
 OP1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1150!SPC IA N     -   0.99994656  x   0.99997143  =   0.99991799
 OP1150!UTM  15      -   0.99994656  x   0.99973310  =   0.99967967
 OP1150
 OP1150|---------------------------------------------------------------------|
 OP1150| PID    Reference Object                     Distance      Geod. Az  |
 OP1150|                                                           dddmmss.s |
 OP1150| OP1017 TANIS RM 1                          369.238 METERS 09503     |
 OP1150| OP1149 ALGOPORT                            451.292 METERS 1333128.9 |
 OP1150|---------------------------------------------------------------------|
 OP1150
 OP1150                          SUPERSEDED SURVEY CONTROL
 OP1150
 OP1150  NAD 83(1996)-  43 04 53.88481(N)    094 16 40.28355(W) AD(       ) 3
 OP1150  NAD 83(1986)-  43 04 53.87829(N)    094 16 40.27538(W) AD(       ) 3
 OP1150  NGVD 29 (07/09/90)  369.6    (m)         1213.     (f) GPS OBS        
 OP1150
 OP1150.Superseded values are not recommended for survey control.
 OP1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1150.See file dsdata.txt to determine how the superseded data were derived.
 OP1150
 OP1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9598170673(NAD 83)
 OP1150_MARKER: I = METAL ROD
 OP1150_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OP1150_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OP1150_STAMPING: ALGOPORT AZ MK 1989
 OP1150_MARK LOGO: NGS   
 OP1150_PROJECTION: FLUSH
 OP1150_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1150+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OP1150_ROD/PIPE-DEPTH: 5.2  meters
 OP1150_SLEEVE-DEPTH  : 0.91 meters
 OP1150
 OP1150  HISTORY     - Date     Condition        Report By
 OP1150  HISTORY     - 1989     MONUMENTED       NGS
 OP1150
 OP1150                          STATION DESCRIPTION
 OP1150
 OP1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OP1150'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) WEST OF ALGONA AT THE
 OP1150'ALGONA MUNICIPAL AIRPORT, AT THE EAST CORNER OF THE TURN-AROUND AT THE
 OP1150'END OF RUNWAY 12.  OWNERSHIP--CITY OF ALGONA, ALGONA, IA 50511, PHONE
 OP1150'(515) 295-7492.  THE AIRPORT MANAGER IS PETE O'LEARY.
 OP1150'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 AND STATE
 OP1150'HIGHWAY 169 ON THE NORTH SIDE OF ALGONA, GO WEST ON US HIGHWAY 18 FOR
 OP1150'3.0 KM (1.85 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 OP1150'SOUTH, FOR 0.16 KM (0.10 MI) TO A LANE ON THE RIGHT.  TURN RIGHT,
 OP1150'WEST, FOR 0.08 KM (0.05 MI) TO THE APRON AND ENTRANCE RAMP.  TURN LEFT
 OP1150'ON THE ENTRANCE RAMP FOR 0.3 KM (0.20 MI) TO THE JUNCTION OF THE
 OP1150'RUNWAY.  TURN RIGHT ONTO THE RUNWAY AND GO 0.42 KM (0.25 MI) TO A
 OP1150'TURN-AROUND AT THE END OF RUNWAY 12 AND THE STATION AT THE EAST CORNER
 OP1150'OF THE TURN-AROUND.
 OP1150'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 OP1150'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 OP1150'SURROUNDED BY CONCRETE.  LOCATED 36.15 M (118.6 FT) NORTHEAST OF THE
 OP1150'CENTER OF THE RUNWAY, 9.9 M (32.5 FT) SOUTHEAST OF THE CENTER OF THE
 OP1150'TURN-AROUND, 0.5 M (1.6 FT) EAST OF THE EAST CORNER OF THE TURN-AROUND
 OP1150'AND 0.5 M (1.6 FT) EAST OF A FIBERGLASS WITNESS POST.
 OP1150'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OP1150'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0852 ***********************************************************************
 ON0852  DESIGNATION -  ALLAMAKEE CO HOME WATER TANK
 ON0852  PID         -  ON0852
 ON0852  STATE/COUNTY-  IA/ALLAMAKEE
 ON0852  USGS QUAD   -  WAUKON (1968)
 ON0852
 ON0852                         *CURRENT SURVEY CONTROL
 ON0852  ___________________________________________________________________
 ON0852* NAD 83(1996)-  43 18 52.92310(N)    091 27 15.99844(W)     ADJUSTED  
 ON0852* NAVD 88     -                                                        
 ON0852  ___________________________________________________________________
 ON0852  LAPLACE CORR-          -7.50  (seconds)                    DEFLEC99
 ON0852  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 ON0852
 ON0852  HORZ ORDER  -  THIRD
 ON0852
 ON0852.The horizontal coordinates were established by classical geodetic methods
 ON0852.and adjusted by the National Geodetic Survey in May 1999..
 ON0852
 ON0852
 ON0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0852
 ON0852.The geoid height was determined by GEOID03.
 ON0852
 ON0852;                    North         East     Units Scale Factor Converg.
 ON0852;SPC IA N     - 1,203,586.131 1,665,928.164   MT  1.00000913   +1 23 10.9
 ON0852;UTM  15      - 4,796,922.535   625,331.816   MT  0.99979323   +1 03 37.4
 ON0852
 ON0852                          SUPERSEDED SURVEY CONTROL
 ON0852
 ON0852  NAD 83(1996)-  43 18 52.92310(N)    091 27 15.99842(W) AD(       ) 4
 ON0852  NAD 83(1986)-  43 18 52.91545(N)    091 27 15.99837(W) AD(       ) 4
 ON0852  NAD 27      -  43 18 53.00200(N)    091 27 15.49900(W) AD(       ) 3
 ON0852
 ON0852.Superseded values are not recommended for survey control.
 ON0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0852.See file dsdata.txt to determine how the superseded data were derived.
 ON0852
 ON0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2533296923(NAD 83)
 ON0852_MARKER: 53 = ELEVATED TANK
 ON0852
 ON0852  HISTORY     - Date     Condition        Report By
 ON0852  HISTORY     - 1931     FIRST OBSERVED   CGS
 ON0852  HISTORY     - 1961     GOOD             CGS
 ON0852
 ON0852                          STATION DESCRIPTION
 ON0852
 ON0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0852'THE STATION WAS LISTED IN 1931 AS.  WHITE WATER TANK BUT WAS
 ON0852'NOT DESCRIBED.  THE STATION IS THE CENTER OF THE TOP OF
 ON0852'THE TANK LOCATED ABOUT 3 MILES NORTHEAST OF WAUKON.  IT IS
 ON0852'A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER WITH A RED TOP
 ON0852'AND THE OVERALL HEIGHT IS ABOUT 60 FEET.
 ON0852'
 ON0852'TO REACH FROM THE EAST SIDE OF THE ALLAMAKEE COUNTY COURTHOUSE
 ON0852'IN WAUKON, GO NORTHEAST ON STATE HIGHWAY 9 (ALLAMAKEE STREET) FOR
 ON0852'3.4 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0830 ***********************************************************************
 NL0830  DESIGNATION -  ALLEN
 NL0830  PID         -  NL0830
 NL0830  STATE/COUNTY-  IA/CALHOUN
 NL0830  USGS QUAD   -  LANESBORO (1980)
 NL0830
 NL0830                         *CURRENT SURVEY CONTROL
 NL0830  ___________________________________________________________________
 NL0830* NAD 83(1996)-  42 14 15.02728(N)    094 40 12.83172(W)     ADJUSTED  
 NL0830* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 NL0830  ___________________________________________________________________
 NL0830  LAPLACE CORR-           6.70  (seconds)                    DEFLEC99
 NL0830  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 NL0830
 NL0830  HORZ ORDER  -  FIRST
 NL0830
 NL0830.The horizontal coordinates were established by classical geodetic methods
 NL0830.and adjusted by the National Geodetic Survey in May 1999..
 NL0830
 NL0830.The orthometric height was scaled from a topographic map.
 NL0830
 NL0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0830
 NL0830.The geoid height was determined by GEOID03.
 NL0830
 NL0830;                    North         East     Units Scale Factor Converg.
 NL0830;SPC IA N     - 1,082,588.009 1,403,412.495   MT  0.99997338   -0 47 35.2
 NL0830;UTM  15      - 4,677,497.404   362,189.089   MT  0.99983368   -1 07 22.5
 NL0830
 NL0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0830!SPC IA N     -   0.99994615  x   0.99997338  =   0.99991953
 NL0830!UTM  15      -   0.99994615  x   0.99983368  =   0.99977983
 NL0830
 NL0830:                Primary Azimuth Mark                     Grid Az
 NL0830:SPC IA N     -  ROCKWELL CITY WOMENS REF TANK            018 26 11.6
 NL0830:UTM  15      -  ROCKWELL CITY WOMENS REF TANK            018 45 58.9
 NL0830
 NL0830|---------------------------------------------------------------------|
 NL0830| PID    Reference Object                     Distance      Geod. Az  |
 NL0830|                                                           dddmmss.s |
 NL0830| NL0817 ROCKWELL CITY WOMENS REF TANK       APPROX.18.2 KM 0173836.4 |
 NL0830| NL0818 LOHRVILLE MUNICIPAL TANK            APPROX.10.7 KM 0703206.3 |
 NL0830| NL0803 FARNHAMVILLE MUNICIPAL TANK         APPROX.22.3 KM 0785539.5 |
 NL0830| NL0787 CHURDAN MUNICIPAL TANK              APPROX.18.3 KM 1201100.6 |
 NL0830| NL0827 SCRANTON MUNICIPAL TANK             APPROX.26.1 KM 1564438.9 |
 NL0830| CI5025 ALLEN RM 1                           33.589 METERS 18251     |
 NL0830| NL0829 GLIDDEN MUNICIPAL TANK              APPROX.20.5 KM 1945316.0 |
 NL0830| MJ1133 WILLEY IMM CON CH SPIRE             APPROX.31.4 KM 2033553.7 |
 NL0830| NL0832 LIDDERDALE IMM LUTH CH SPIRE        APPROX.15.4 KM 2172623.9 |
 NL0830| NL0838 ROSELLE CH OF THE HOLY ANGEL        APPROX.33.3 KM 2175448.5 |
 NL0830| NL0835 CARROLL ST PETER AND PAULS CH       APPROX.25.7 KM 2191754.6 |
 NL0830| NL0836 CARROLL HEAT PWR AND LT CO STK      APPROX.25.2 KM 2195611.1 |
 NL0830| NL0834 CARROLL COUNTY COURTHOUSE TWR       APPROX.25.1 KM 2202007.7 |
 NL0830| NL0837 CARROLL MUNICIPAL STANDPIPE         APPROX.24.2 KM 2212119.6 |
 NL0830| CI5024 ALLEN AZ MK                                        2355632.5 |
 NL0830| NL0844 BREDA CH OF BLESS VIRGIN MARY       APPROX.21.8 KM 2442957.6 |
 NL0830| NL0845 BREDA MUNICIPAL TANK                APPROX.26.5 KM 2563908.0 |
 NL0830| NL0846 BREDA ST BERNARDS CHURCH            APPROX.26.1 KM 2564507.2 |
 NL0830| CI5026 ALLEN RM 2                           36.012 METERS 26839     |
 NL0830| NL0852 AUBURN MUNICIPAL TANK               APPROX.16.9 KM 2752139.8 |
 NL0830| NL0820 LAKE CITY MUNICIPAL STANDPIPE       APPROX. 6.3 KM 3030614.0 |
 NL0830| NL0819 LAKE CITY MUNICIPAL TANK            APPROX. 6.3 KM 3031517.3 |
 NL0830| NL0854 ST PETERS EV LUTH CH SPIRE          APPROX.22.2 KM 3055545.9 |
 NL0830|---------------------------------------------------------------------|
 NL0830
 NL0830                          SUPERSEDED SURVEY CONTROL
 NL0830
 NL0830  NAD 83(1986)-  42 14 15.02276(N)    094 40 12.83441(W) AD(       ) 1
 NL0830  NAD 27      -  42 14 15.08300(N)    094 40 11.90800(W) AD(       ) 1
 NL0830
 NL0830.Superseded values are not recommended for survey control.
 NL0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0830.See file dsdata.txt to determine how the superseded data were derived.
 NL0830
 NL0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG6218977497(NAD 83)
 NL0830_MARKER: DS = TRIANGULATION STATION DISK
 NL0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0830
 NL0830  HISTORY     - Date     Condition        Report By
 NL0830  HISTORY     - 1934     MONUMENTED       CGS
 NL0830  HISTORY     - 1950     GOOD             CGS
 NL0830  HISTORY     - 1964     GOOD             USGS
 NL0830
 NL0830                          STATION DESCRIPTION
 NL0830
 NL0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0830'THIS STATION IS ABOUT 4 MILES SE OF LAKE CITY, ABOUT 7 MILES S
 NL0830'OF W OF LOHRVILLE, IN THE NE 1/4 OF SECTION 27, T 86 N, R 33 W,
 NL0830'ON LAND OWNED BY GEORGE ALLEN.  IT IS IN THE NE CORNER OF THE
 NL0830'BARN LOT, 44-1/2 FEET S OF WELL, 85 FEET NE OF THE NE CORNER OF
 NL0830'BARN, 119 FEET E OF CORN CRIB, MARK IS FLUSH WITH THE TOP OF
 NL0830'THE GROUND.
 NL0830'
 NL0830'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0830'BRONZE DISKS SET IN CONCRETE.
 NL0830'
 NL0830'REFERENCE MARK NO. 1 IS S OF THE STATION, ON THE N SIDE OF
 NL0830'HOG HOUSE, 32 FEET E OF THE NW CORNER, 29 FEET W OF THE
 NL0830'NE CORNER AND 1 FOOT N OF THE WALL.  MARK PROJECT 4 INCHES.
 NL0830'
 NL0830'REFERENCE MARK NO. 2 IS W OF THE STATION, AT THE SE CORNER
 NL0830'OF CORN CRIB, 113 FEET WSW OF WELL.  MARK PROJECTS 4 INCHES.
 NL0830'
 NL0830'AZIMUTH MARK IS SW OF THE STATION, 30 FEET W OF THE CENTER
 NL0830'LINE OF ROAD, 1 FOOT E OF FENCE LINE, 31 FEET N OF FENCE CORNER
 NL0830'0.1 MILE S OF ROAD INTERSECTION AND 0.8 MILE W AND 1.1 MILES
 NL0830'S OF THE STATION.
 NL0830'
 NL0830'STATION IS REACHED FROM LAKE CITY, E ON STATE HIGHWAY 151
 NL0830'FROM THE SE CORNER OF THE SQUARE 2.3 MILES TO CROSSROADS,
 NL0830'THENCE S ON GRAVEL ROAD 2.0 MILES TO CROSSROADS, THENCE E
 NL0830'ON GRAVEL ROAD 0.8 MILE TO LANE TO MR. ALLENS HOUSE.  THENCE
 NL0830'S 0.05 MILE TO THE STATION.
 NL0830'
 NL0830'ALL LIGHTS COME INTO VIEW AT 32 FEET.
 NL0830
 NL0830                          STATION RECOVERY (1950)
 NL0830
 NL0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0830'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1934
 NL0830'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE NUMBER OF
 NL0830'THE HIGHWAY LEADING EAST FROM LAKE CITY HAS BEEN CHANGED FROM
 NL0830'151 TO 175.  THE 1934 DESCRIPTION IS ADEQUATE.
 NL0830
 NL0830                          STATION RECOVERY (1964)
 NL0830
 NL0830'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NL0830'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0664 ***********************************************************************
 NK0664  DESIGNATION -  ALLISON COURTHOUSE SMALL DOME
 NK0664  PID         -  NK0664
 NK0664  STATE/COUNTY-  IA/BUTLER
 NK0664  USGS QUAD   -  ALLISON (1972)
 NK0664
 NK0664                         *CURRENT SURVEY CONTROL
 NK0664  ___________________________________________________________________
 NK0664* NAD 83(1996)-  42 45 23.34077(N)    092 47 42.38945(W)     ADJUSTED  
 NK0664* NAVD 88     -                                                        
 NK0664  ___________________________________________________________________
 NK0664  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 NK0664  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 NK0664
 NK0664  HORZ ORDER  -  THIRD
 NK0664
 NK0664.The horizontal coordinates were established by classical geodetic methods
 NK0664.and adjusted by the National Geodetic Survey in May 1999..
 NK0664
 NK0664
 NK0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0664
 NK0664.The geoid height was determined by GEOID03.
 NK0664
 NK0664;                    North         East     Units Scale Factor Converg.
 NK0664;SPC IA N     - 1,139,806.727 1,557,700.271   MT  0.99994657   +0 28 39.9
 NK0664;UTM  15      - 4,733,793.637   516,766.197   MT  0.99960346   +0 08 20.8
 NK0664
 NK0664                          SUPERSEDED SURVEY CONTROL
 NK0664
 NK0664  NAD 83(1996)-  42 45 23.34081(N)    092 47 42.38950(W) AD(       ) 4
 NK0664  NAD 83(1986)-  42 45 23.33593(N)    092 47 42.38338(W) AD(       ) 4
 NK0664  NAD 27      -  42 45 23.41700(N)    092 47 41.68000(W) AD(       ) 3
 NK0664
 NK0664.Superseded values are not recommended for survey control.
 NK0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0664.See file dsdata.txt to determine how the superseded data were derived.
 NK0664
 NK0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1676633794(NAD 83)
 NK0664_MARKER: 87 = DOME
 NK0664
 NK0664  HISTORY     - Date     Condition        Report By
 NK0664  HISTORY     - 1938     FIRST OBSERVED   CGS
 NK0664
 NK0664                          STATION DESCRIPTION
 NK0664
 NK0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0664'OBSERVED CENTER OF SMALL DOME ATOP BUTLER COUNTY COURTHOUSE,
 NK0664'ABOUT 80 FEET HIGH.  BRICK BUILDING, BUILT 1881, LOCATED
 NK0664'AT N END OF MAIN STREET OF TOWN, PAVED.
 NK0664'
 NK0664'OBSERVED FROM TRIANGULATION STATIONS, BEST, BROCKA, MARTIN,
 NK0664'ALLISON MAGNETIC (1908).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0649 ***********************************************************************
 NK0649  DESIGNATION -  ALLISON MAGNETIC
 NK0649  PID         -  NK0649
 NK0649  STATE/COUNTY-  IA/BUTLER
 NK0649  USGS QUAD   -  BUTLER CENTER (1979)
 NK0649
 NK0649                         *CURRENT SURVEY CONTROL
 NK0649  ___________________________________________________________________
 NK0649* NAD 83(1996)-  42 44 51.61516(N)    092 47 27.23911(W)     ADJUSTED  
 NK0649* NAVD 88     -       316.     (meters)    1037.     (feet)  SCALED    
 NK0649  ___________________________________________________________________
 NK0649  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 NK0649  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 NK0649
 NK0649  HORZ ORDER  -  FIRST
 NK0649
 NK0649.The horizontal coordinates were established by classical geodetic methods
 NK0649.and adjusted by the National Geodetic Survey in May 1999..
 NK0649
 NK0649.The orthometric height was scaled from a topographic map.
 NK0649
 NK0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0649
 NK0649.The geoid height was determined by GEOID03.
 NK0649
 NK0649;                    North         East     Units Scale Factor Converg.
 NK0649;SPC IA N     - 1,138,830.714 1,558,052.963   MT  0.99994634   +0 28 50.1
 NK0649;UTM  15      - 4,732,815.892   517,112.995   MT  0.99960360   +0 08 31.0
 NK0649
 NK0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0649!SPC IA N     -   0.99995541  x   0.99994634  =   0.99990175
 NK0649!UTM  15      -   0.99995541  x   0.99960360  =   0.99955902
 NK0649
 NK0649|---------------------------------------------------------------------|
 NK0649| PID    Reference Object                     Distance      Geod. Az  |
 NK0649|                                                           dddmmss.s |
 NK0649| CI5027 ALLISON MAGNETIC RM 1                28.161 METERS 13740     |
 NK0649| NK0651 PARKERSBURG MUNICIPAL TANK          APPROX.19.0 KM 1792029.4 |
 NK0649| NK0655 APLINGTON MUNICIPAL TANK            APPROX.20.1 KM 2025658.9 |
 NK0649| CI5028 ALLISON MAGNETIC RM 2                28.916 METERS 22443     |
 NK0649| CI5029 ALLISON MAGNETIC RM 3 AZIMUTH                      2664126.3 |
 NK0649| NK0669 BRISTOW MUNICIPAL TANK              APPROX. 9.9 KM 2872355.0 |
 NK0649| NK0662 ALLISON MUNICIPAL TANK              APPROX. 1.1 KM 3372502.2 |
 NK0649| NK0664 ALLISON COURTHOUSE SMALL DOME       APPROX. 1.0 KM 3403646.0 |
 NK0649|---------------------------------------------------------------------|
 NK0649
 NK0649                          SUPERSEDED SURVEY CONTROL
 NK0649
 NK0649  NAD 83(1996)-  42 44 51.61524(N)    092 47 27.23920(W) AD(       ) 1
 NK0649  NAD 83(1986)-  42 44 51.61047(N)    092 47 27.23326(W) AD(       ) 1
 NK0649  NAD 27      -  42 44 51.69200(N)    092 47 26.53100(W) AD(       ) 1
 NK0649
 NK0649.Superseded values are not recommended for survey control.
 NK0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0649.See file dsdata.txt to determine how the superseded data were derived.
 NK0649
 NK0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1711332816(NAD 83)
 NK0649_MARKER: U = CONCRETE POST
 NK0649_SETTING: 0 = UNSPECIFIED SETTING
 NK0649
 NK0649  HISTORY     - Date     Condition        Report By
 NK0649  HISTORY     - 1938     MONUMENTED       CGS
 NK0649
 NK0649                          STATION DESCRIPTION
 NK0649
 NK0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0649'STATION IS LOCATED IN SE PART OF TOWN OF ALLISON, ON BUTLER
 NK0649'COUNTY FAIR GROUND.
 NK0649'
 NK0649'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 NK0649'CONCRETE.
 NK0649'
 NK0649'MARK IS SET IN SE CORNER OF FAIR GROUNDS.  69 FEET N OF E-W
 NK0649'FENCE, S BOUNDARY FENCE OF FAIR GROUNDS, 144 FEET W OF N-S FENCE,
 NK0649'E BOUNDARY FENCE OF FAIR GROUNDS AND ABOUT 40 FEET SE OF
 NK0649'EDGE OF CURVE IN RACE TRACK.
 NK0649'
 NK0649'MARK WAS RECOVERED IN GOOD CONDITION.  IT IS A CEMENT POST ABOUT
 NK0649'6 INCHES SQUARE, PROJECTING ABOUT 6 INCHES, MARKED IN THE
 NK0649'CONCRETE, U.S.C. AND G. SURVEY 1908.  CENTER IS MARKED WITH
 NK0649'A 1/2-INCH HOLE.
 NK0649'
 NK0649'THREE NEW MARKS WERE SET, PROJECTING ABOUT 6
 NK0649'INCHES (STAMPED).
 NK0649'
 NK0649'REFERENCE MARK NO. 1 ALLISON MAGNETIC 1938, IT IS SE OF STATION,
 NK0649'1 FOOT N OF S BOUNDARY FENCE OF FAIR GROUNDS, DISTANCE = 92.39
 NK0649'FEET = 28.160 METERS.  REFERENCE MARK NO. 2 ALLISON MAGNETIC
 NK0649'1938, IT IS SW OF STATION 1 FOOT N OF S BOUNDARY FENCE OF
 NK0649'FAIR GROUNDS, DISTANCE = 94.87 FEET = 28.917 METERS.  DISTANCE
 NK0649'BETWEEN MARKS IS 128.97 FEET.
 NK0649'
 NK0649'AZIMUTH MARK NO. 3, ALLISON MAGNETIC 1938, SET 0.2 MILE W OF
 NK0649'STATION IN SW CORNER OF FAIR GROUNDS, 3 FEET E OF W FENCE, 3
 NK0649'FEET N OF S FENCE, 58 FEET S OF S SIDE OF TICKET OFFICE, 53
 NK0649'FEET E OF CENTER LINE PAVED MAIN STREET OF TOWN.  REACHED FROM
 NK0649'POST OFFICE BY GOIND S ON PAVED STREET, 0.45 MILE TO GATEWAY INTO
 NK0649'FAIR GROUNDS, TURN LEFT, E THROUGH GATE, THEN CONTINUE
 NK0649'E ALONG S SIDE OF GROUNDS 0.2 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0662 ***********************************************************************
 NK0662  DESIGNATION -  ALLISON MUNICIPAL TANK
 NK0662  PID         -  NK0662
 NK0662  STATE/COUNTY-  IA/BUTLER
 NK0662  USGS QUAD   -  ALLISON (1972)
 NK0662
 NK0662                         *CURRENT SURVEY CONTROL
 NK0662  ___________________________________________________________________
 NK0662* NAD 83(1996)-  42 45 24.06927(N)    092 47 45.55613(W)     ADJUSTED  
 NK0662* NAVD 88     -                                                        
 NK0662  ___________________________________________________________________
 NK0662  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 NK0662  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 NK0662
 NK0662  HORZ ORDER  -  THIRD
 NK0662
 NK0662.The horizontal coordinates were established by classical geodetic methods
 NK0662.and adjusted by the National Geodetic Survey in May 1999..
 NK0662
 NK0662
 NK0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0662
 NK0662.The geoid height was determined by GEOID03.
 NK0662
 NK0662;                    North         East     Units Scale Factor Converg.
 NK0662;SPC IA N     - 1,139,828.605 1,557,628.082   MT  0.99994657   +0 28 37.7
 NK0662;UTM  15      - 4,733,815.934   516,694.163   MT  0.99960343   +0 08 18.6
 NK0662
 NK0662                          SUPERSEDED SURVEY CONTROL
 NK0662
 NK0662  NAD 83(1996)-  42 45 24.06930(N)    092 47 45.55618(W) AD(       ) 4
 NK0662  NAD 83(1986)-  42 45 24.06425(N)    092 47 45.54999(W) AD(       ) 4
 NK0662  NAD 27      -  42 45 24.14500(N)    092 47 44.84600(W) AD(       ) 3
 NK0662
 NK0662.Superseded values are not recommended for survey control.
 NK0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0662.See file dsdata.txt to determine how the superseded data were derived.
 NK0662
 NK0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1669433816(NAD 83)
 NK0662_MARKER: 53 = ELEVATED TANK
 NK0662
 NK0662  HISTORY     - Date     Condition        Report By
 NK0662  HISTORY     - 1938     FIRST OBSERVED   CGS
 NK0662  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NK0662
 NK0662                          STATION DESCRIPTION
 NK0662
 NK0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0662'OBSERVED FINIAL MUNICIPAL WATER TANK.  STEEL, BLACK, ABOUT
 NK0662'125 FEET HIGH.  LOCATED IN NW CORNER OF BUTLER COUNTY
 NK0662'COURTHOUSE YARD WHICH IS AT N END OF MAIN STREET OF TOWN,
 NK0662'PAVED.
 NK0662'
 NK0662'OBSERVED FROM TRIANGULATION STATIONS KESLEY, BEST, BROCKA,
 NK0662'MARTIN, SCHRAGE, AND ALLISON MAGNETIC (1908).
 NK0662
 NK0662                          STATION RECOVERY (1971)
 NK0662
 NK0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NK0662'ALLISON MUNICIPAL WATER TANK WAS RECOVERED AS DESCRIBED IN
 NK0662'1938 WITH THE EXCEPTION THAT THE TANK HAS BEEN REPAINTED,
 NK0662'THE TANK IS SILVER AND THE ROOF HAS BEEN PAINTED RED.
 NK0662'
 NK0662'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0933 ***********************************************************************
 OO0933  DESIGNATION -  ALTA ET
 OO0933  PID         -  OO0933
 OO0933  STATE/COUNTY-  IA/CHICKASAW
 OO0933  USGS QUAD   -  ELMA (1972)
 OO0933
 OO0933                         *CURRENT SURVEY CONTROL
 OO0933  ___________________________________________________________________
 OO0933* NAD 83(1996)-  43 11 54.31576(N)    092 28 39.63087(W)     ADJUSTED  
 OO0933* NAVD 88     -       370.1    (meters)    1214.     (feet)  VERTCON   
 OO0933  ___________________________________________________________________
 OO0933  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 OO0933  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 OO0933
 OO0933  HORZ ORDER  -  SECOND
 OO0933
 OO0933.The horizontal coordinates were established by classical geodetic methods
 OO0933.and adjusted by the National Geodetic Survey in May 1999..
 OO0933
 OO0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0933
 OO0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0933
 OO0933.The geoid height was determined by GEOID03.
 OO0933
 OO0933;                    North         East     Units Scale Factor Converg.
 OO0933;SPC IA N     - 1,189,162.584 1,583,089.606   MT  0.99998824   +0 41 34.4
 OO0933;UTM  15      - 4,782,981.910   542,436.618   MT  0.99962215   +0 21 27.2
 OO0933
 OO0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0933!SPC IA N     -   0.99994677  x   0.99998824  =   0.99993501
 OO0933!UTM  15      -   0.99994677  x   0.99962215  =   0.99956894
 OO0933
 OO0933|---------------------------------------------------------------------|
 OO0933| PID    Reference Object                     Distance      Geod. Az  |
 OO0933|                                                           dddmmss.s |
 OO0933| CI5039 ALTA ET RM 1                         14.386 METERS 04454     |
 OO0933| OO0959 REBAR 405                           APPROX. 6.9 KM 2271919.0 |
 OO0933| CI5040 ALTA ET RM 2                         14.469 METERS 31301     |
 OO0933|---------------------------------------------------------------------|
 OO0933
 OO0933                          SUPERSEDED SURVEY CONTROL
 OO0933
 OO0933  NAD 83(1996)-  43 11 54.31577(N)    092 28 39.63086(W) AD(       ) 2
 OO0933  NAD 83(1986)-  43 11 54.30976(N)    092 28 39.62790(W) AD(       ) 2
 OO0933  NAD 27      -  43 11 54.40159(N)    092 28 38.97343(W) AD(       ) 2
 OO0933  NGVD 29 (07/19/86)  370.1    (m)         1214.     (f) VERT ANG       
 OO0933
 OO0933.Superseded values are not recommended for survey control.
 OO0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0933.See file dsdata.txt to determine how the superseded data were derived.
 OO0933
 OO0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4243782982(NAD 83)
 OO0933_MARKER: DD = SURVEY DISK
 OO0933_SETTING: 0 = UNSPECIFIED SETTING
 OO0933
 OO0933  HISTORY     - Date     Condition        Report By
 OO0933  HISTORY     - 1969     MONUMENTED       USGS
 OO0933
 OO0933                          STATION DESCRIPTION
 OO0933
 OO0933'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 OO0933'THE STATION IS ABOUT 3.1 MI W. OF ALTA VISTA, ABOUT 600 FT W. OF
 OO0933'COR. OF SECS. 22, 23, 26 AND 27, T. 97 N., R. 14 W., ON A
 OO0933'PROMINENT KNOLL ON THE SHOULDER OF THE RD.
 OO0933'
 OO0933'TO REACH THE STATION FROM THE CROSSROADS, NEAR THE CENTER OF ALTA
 OO0933'VISTA, GO W. ON PAVED RD. FOR 3.0 MI TO A CROSSROAD, CONTINUE
 OO0933'W. FOR ABOUT 600 FT TO THE STATION ON THE RIGHT IN SHOULDER
 OO0933'OF THE RD.
 OO0933'
 OO0933'THE STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0933'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 OO0933'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET ALTA 1969 IS 14.5
 OO0933'FT N. AND 596 FT W. CENTER CROSSROADS, THE MARK IS BURIED 20
 OO0933'IN. BELOW THE SURFACE.
 OO0933'
 OO0933'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0933'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 OO0933'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ALTA NO 1 1969 IS
 OO0933'NE. OF THE STATION, 47 FT N. AND 563 FT W. CENTER CROSSROADS, 530
 OO0933'FT W. OF A FENCE COR. N. AND W., 2 FT S. OF N. RIGHT-OF-WAY
 OO0933'FENCE, 2 FT S. OF A USGS WITNESS POST.  THE MARK IS FLUSH WITH
 OO0933'THE GROUND.
 OO0933'
 OO0933'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0933'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 OO0933'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ALTA NO 2 1969 IS
 OO0933'NW. OF THE STATION, 48 FT N. AND 631 FT W. CENTER CROSSROADS,
 OO0933'598 FT W. OF A FENCE COR. N. AND W., 2 FT S. OF N. RIGHT-OF-WAY
 OO0933'FENCE.  THE MARK IS FLUSH WITH THE GROUND.
 OO0933'
 OO0933'NO AZIMUTH MARK SET.
 OO0933'
 OO0933'NO REFERENCE AZIMUTH TURNED.
 OO0933'
 OO0933'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0573 ***********************************************************************
 NL0573  DESIGNATION -  ALTA MUNICIPAL POWER PLANT STK
 NL0573  PID         -  NL0573
 NL0573  STATE/COUNTY-  IA/BUENA VISTA
 NL0573  USGS QUAD   -  ALTA (1979)
 NL0573
 NL0573                         *CURRENT SURVEY CONTROL
 NL0573  ___________________________________________________________________
 NL0573* NAD 83(1996)-  42 40 26.45699(N)    095 18 08.69322(W)     ADJUSTED  
 NL0573* NAVD 88     -                                                        
 NL0573  ___________________________________________________________________
 NL0573  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 NL0573  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 NL0573
 NL0573  HORZ ORDER  -  THIRD
 NL0573
 NL0573.The horizontal coordinates were established by classical geodetic methods
 NL0573.and adjusted by the National Geodetic Survey in May 1999..
 NL0573
 NL0573
 NL0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0573
 NL0573.The geoid height was determined by GEOID03.
 NL0573
 NL0573;                    North         East     Units Scale Factor Converg.
 NL0573;SPC IA N     - 1,131,980.419 1,352,274.056   MT  0.99994537   -1 13 17.7
 NL0573;UTM  15      - 4,727,185.943   311,340.727   MT  1.00003791   -1 33 39.9
 NL0573
 NL0573                          SUPERSEDED SURVEY CONTROL
 NL0573
 NL0573  NAD 83(1996)-  42 40 26.45705(N)    095 18 08.69312(W) AD(       ) 4
 NL0573  NAD 83(1986)-  42 40 26.45619(N)    095 18 08.69093(W) AD(       ) 4
 NL0573  NAD 27      -  42 40 26.52900(N)    095 18 07.69400(W) AD(       ) 3
 NL0573
 NL0573.Superseded values are not recommended for survey control.
 NL0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0573.See file dsdata.txt to determine how the superseded data were derived.
 NL0573
 NL0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1134127186(NAD 83)
 NL0573_MARKER: 63 = STACK
 NL0573
 NL0573  HISTORY     - Date     Condition        Report By
 NL0573  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0573
 NL0573                          STATION DESCRIPTION
 NL0573
 NL0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0573'THE STATION IS LOCATED IN THE TOWN OF ALTA AND JUST SOUTH-SOUTHEAST
 NL0573'OF THE WATER TANK.  IT IS CONSTRUCTED OF RED BRICK AND APPROXIMATELY
 NL0573'80 FEET HIGH.
 NL0573'
 NL0573'THE POINT INTERSECTED WAS THE TOP OF THE STACK.
 NL0573'
 NL0573'TO REACH FROM THE INTERSECTION JUST SOUTH OF THE RAILROAD STATION,
 NL0573'GO EAST 1-1/2 BLOCKS TO THE STATION ON THE RIGHT OR SOUTH
 NL0573'SIDE OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0572 ***********************************************************************
 NL0572  DESIGNATION -  ALTA MUNICIPAL TANK
 NL0572  PID         -  NL0572
 NL0572  STATE/COUNTY-  IA/BUENA VISTA
 NL0572  USGS QUAD   -  ALTA (1979)
 NL0572
 NL0572                         *CURRENT SURVEY CONTROL
 NL0572  ___________________________________________________________________
 NL0572* NAD 83(1996)-  42 40 27.15077(N)    095 18 09.08166(W)     ADJUSTED  
 NL0572* NAVD 88     -                                                        
 NL0572  ___________________________________________________________________
 NL0572  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 NL0572  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 NL0572
 NL0572  HORZ ORDER  -  THIRD
 NL0572
 NL0572.The horizontal coordinates were established by classical geodetic methods
 NL0572.and adjusted by the National Geodetic Survey in May 1999..
 NL0572
 NL0572
 NL0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0572
 NL0572.The geoid height was determined by GEOID03.
 NL0572
 NL0572;                    North         East     Units Scale Factor Converg.
 NL0572;SPC IA N     - 1,132,002.009 1,352,265.670   MT  0.99994537   -1 13 17.9
 NL0572;UTM  15      - 4,727,207.585   311,332.469   MT  1.00003795   -1 33 40.2
 NL0572
 NL0572                          SUPERSEDED SURVEY CONTROL
 NL0572
 NL0572  NAD 83(1996)-  42 40 27.15081(N)    095 18 09.08161(W) AD(       ) 4
 NL0572  NAD 83(1986)-  42 40 27.14970(N)    095 18 09.07914(W) AD(       ) 4
 NL0572  NAD 27      -  42 40 27.22000(N)    095 18 08.07600(W) AD(       ) 3
 NL0572
 NL0572.Superseded values are not recommended for survey control.
 NL0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0572.See file dsdata.txt to determine how the superseded data were derived.
 NL0572
 NL0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1133227208(NAD 83)
 NL0572_MARKER: 53 = ELEVATED TANK
 NL0572
 NL0572  HISTORY     - Date     Condition        Report By
 NL0572  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0572  HISTORY     - 1950     GOOD             CGS
 NL0572
 NL0572                          STATION DESCRIPTION
 NL0572
 NL0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0572'ALTA MUNICIPAL TANK IS IN THE NORTHEAST EDGE OF THE BUSINESS
 NL0572'DISTRICT OF ALTA, ABOUT MIDWAY OF THE BLOCK ON THE SOUTH
 NL0572'SIDE OF EAST FIRST STREET, BETWEEN PROSPECT AND JOHNSON
 NL0572'STREETS, ABOUT 80 YARDS SOUTH OF THE ILL. CENTRAL RAILROAD.
 NL0572'
 NL0572'THE TANK IS MOUNTED OVER THE NORTHWEST CORNER OF THE CITY
 NL0572'HEATING PLANT, IS CONSTRUCTED OF STEEL, PAINTED BLACK AND HAS
 NL0572'THE WORD ALTA ON THE EAST SIDE.  TANK IS 100 FEET HIGH AND
 NL0572'HAS A LIGHT CENTERED AT TOP.
 NL0572
 NL0572                          STATION RECOVERY (1950)
 NL0572
 NL0572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0572'THE STATION IS LOCATED IN THE TOWN OF ALTA AND JUST NORTH-NORTHWEST
 NL0572'OF THE POWER PLANT STACK.  IT IS A 4 LEGGED STEEL STRUCTURE,
 NL0572'APPROXIMATELY 100 FEET HIGH AND PAINTED BLACK.
 NL0572'
 NL0572'THE POINT INTERSECTED WAS THE BALL AT THE TOP OF TANK.
 NL0572'
 NL0572'THIS STATION WAS ESTABLISHED IN 1940.
 NL0572'
 NL0572'TO REACH FROM THE INTERSECTION JUST SOUTH OF THE RAILROAD
 NL0572'STATION, GO EAST 1-1/2 BLOCKS TO THE STATION ON THE RIGHT
 NL0572'OR SOUTH SIDE OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1614 ***********************************************************************
 NM1614  DESIGNATION -  ALTON MUNICIPAL STANDPIPE
 NM1614  PID         -  NM1614
 NM1614  STATE/COUNTY-  IA/SIOUX
 NM1614  USGS QUAD   -  ALTON (1985)
 NM1614
 NM1614                         *CURRENT SURVEY CONTROL
 NM1614  ___________________________________________________________________
 NM1614* NAD 83(1996)-  42 58 40.80515(N)    096 01 00.79714(W)     ADJUSTED  
 NM1614* NAVD 88     -                                                        
 NM1614  ___________________________________________________________________
 NM1614  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 NM1614  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 NM1614
 NM1614  HORZ ORDER  -  THIRD
 NM1614
 NM1614.The horizontal coordinates were established by classical geodetic methods
 NM1614.and adjusted by the National Geodetic Survey in May 1999..
 NM1614
 NM1614
 NM1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1614
 NM1614.The geoid height was determined by GEOID03.
 NM1614
 NM1614;                    North         East     Units Scale Factor Converg.
 NM1614;SPC IA N     - 1,167,229.229 1,294,735.845   MT  0.99996001   -1 42 20.9
 NM1614;UTM  14      - 4,762,690.731   743,243.178   MT  1.00032794   +2 02 04.7
 NM1614;UTM  15      - 4,762,789.135   254,002.527   MT  1.00034452   -2 03 27.7
 NM1614
 NM1614                          SUPERSEDED SURVEY CONTROL
 NM1614
 NM1614  NAD 83(1996)-  42 58 40.80515(N)    096 01 00.79713(W) AD(       ) 4
 NM1614  NAD 83(1996)-  42 58 40.80340(N)    096 01 00.79590(W) AD(       ) 4
 NM1614  NAD 83(1996)-  42 58 40.80339(N)    096 01 00.79254(W) AD(       ) 4
 NM1614  NAD 83(1986)-  42 58 40.80550(N)    096 01 00.78815(W) AD(       ) 4
 NM1614  NAD 27      -  42 58 40.85000(N)    096 00 59.72000(W) AD(       ) 3
 NM1614
 NM1614.Superseded values are not recommended for survey control.
 NM1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1614.See file dsdata.txt to determine how the superseded data were derived.
 NM1614
 NM1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN4324362691(NAD 83)
 NM1614_MARKER: 52 = STANDPIPE TANK
 NM1614
 NM1614  HISTORY     - Date     Condition        Report By
 NM1614  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1614  HISTORY     - 1969     GOOD             CGS
 NM1614
 NM1614                          STATION DESCRIPTION
 NM1614
 NM1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NM1614'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1616 ***********************************************************************
 NM1616  DESIGNATION -  ALTON ST MARYS CATH CH W SPIRE
 NM1616  PID         -  NM1616
 NM1616  STATE/COUNTY-  IA/SIOUX
 NM1616  USGS QUAD   -  ALTON (1985)
 NM1616
 NM1616                         *CURRENT SURVEY CONTROL
 NM1616  ___________________________________________________________________
 NM1616* NAD 83(1996)-  42 59 18.49849(N)    096 00 55.09868(W)     ADJUSTED  
 NM1616* NAVD 88     -                                                        
 NM1616  ___________________________________________________________________
 NM1616  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 NM1616  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 NM1616
 NM1616  HORZ ORDER  -  THIRD
 NM1616
 NM1616.The horizontal coordinates were established by classical geodetic methods
 NM1616.and adjusted by the National Geodetic Survey in May 1999..
 NM1616
 NM1616
 NM1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1616
 NM1616.The geoid height was determined by GEOID03.
 NM1616
 NM1616;                    North         East     Units Scale Factor Converg.
 NM1616;SPC IA N     - 1,168,388.005 1,294,899.502   MT  0.99996101   -1 42 17.0
 NM1616;UTM  14      - 4,763,858.145   743,330.920   MT  1.00032847   +2 02 10.0
 NM1616;UTM  15      - 4,763,947.328   254,173.368   MT  1.00034349   -2 03 25.3
 NM1616
 NM1616                          SUPERSEDED SURVEY CONTROL
 NM1616
 NM1616  NAD 83(1996)-  42 59 18.49851(N)    096 00 55.09868(W) AD(       ) 4
 NM1616  NAD 83(1996)-  42 59 18.49129(N)    096 00 55.09787(W) AD(       ) 4
 NM1616  NAD 83(1996)-  42 59 18.49651(N)    096 00 55.09397(W) AD(       ) 4
 NM1616  NAD 83(1986)-  42 59 18.50078(N)    096 00 55.08930(W) AD(       ) 4
 NM1616  NAD 27      -  42 59 18.54000(N)    096 00 54.03000(W) AD(       ) 3
 NM1616
 NM1616.Superseded values are not recommended for survey control.
 NM1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1616.See file dsdata.txt to determine how the superseded data were derived.
 NM1616
 NM1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN4333163858(NAD 83)
 NM1616_MARKER: 90 = CHURCH SPIRE
 NM1616
 NM1616  HISTORY     - Date     Condition        Report By
 NM1616  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1616  HISTORY     - 1969     GOOD             CGS
 NM1616
 NM1616                          STATION DESCRIPTION
 NM1616
 NM1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NM1616'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1617 ***********************************************************************
 NM1617  DESIGNATION -  ALTON ST MARYS CATH CH E SPIRE
 NM1617  PID         -  NM1617
 NM1617  STATE/COUNTY-  IA/SIOUX
 NM1617  USGS QUAD   -  ALTON (1985)
 NM1617
 NM1617                         *CURRENT SURVEY CONTROL
 NM1617  ___________________________________________________________________
 NM1617* NAD 83(1996)-  42 59 18.25106(N)    096 00 54.43251(W)     ADJUSTED  
 NM1617* NAVD 88     -                                                        
 NM1617  ___________________________________________________________________
 NM1617  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 NM1617  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 NM1617
 NM1617  HORZ ORDER  -  THIRD
 NM1617
 NM1617.The horizontal coordinates were established by classical geodetic methods
 NM1617.and adjusted by the National Geodetic Survey in May 1999..
 NM1617
 NM1617
 NM1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1617
 NM1617.The geoid height was determined by GEOID03.
 NM1617
 NM1617;                    North         East     Units Scale Factor Converg.
 NM1617;SPC IA N     - 1,168,379.924 1,294,914.360   MT  0.99996101   -1 42 16.6
 NM1617;UTM  14      - 4,763,851.048   743,346.279   MT  1.00032856   +2 02 10.5
 NM1617;UTM  15      - 4,763,939.153   254,188.181   MT  1.00034340   -2 03 24.8
 NM1617
 NM1617                          SUPERSEDED SURVEY CONTROL
 NM1617
 NM1617  NAD 83(1996)-  42 59 18.25108(N)    096 00 54.43250(W) AD(       ) 4
 NM1617  NAD 83(1996)-  42 59 18.24369(N)    096 00 54.43173(W) AD(       ) 4
 NM1617  NAD 83(1996)-  42 59 18.24907(N)    096 00 54.42780(W) AD(       ) 4
 NM1617  NAD 83(1986)-  42 59 18.25339(N)    096 00 54.42311(W) AD(       ) 4
 NM1617  NAD 27      -  42 59 18.28000(N)    096 00 53.36000(W) AD(       ) 3
 NM1617
 NM1617.Superseded values are not recommended for survey control.
 NM1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1617.See file dsdata.txt to determine how the superseded data were derived.
 NM1617
 NM1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN4334663851(NAD 83)
 NM1617_MARKER: 90 = CHURCH SPIRE
 NM1617
 NM1617  HISTORY     - Date     Condition        Report By
 NM1617  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1617  HISTORY     - 1969     GOOD             CGS
 NM1617
 NM1617                          STATION DESCRIPTION
 NM1617
 NM1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NM1617'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0624 ***********************************************************************
 OQ0624  DESIGNATION -  ALVORD
 OQ0624  PID         -  OQ0624
 OQ0624  STATE/COUNTY-  IA/LYON
 OQ0624  USGS QUAD   -  ALVORD (1971)
 OQ0624
 OQ0624                         *CURRENT SURVEY CONTROL
 OQ0624  ___________________________________________________________________
 OQ0624* NAD 83(1996)-  43 20 26.91765(N)    096 22 10.22475(W)     ADJUSTED  
 OQ0624* NAVD 88     -       456.73   (+/-2cm)    1498.5    (feet)  VERTCON   
 OQ0624  ___________________________________________________________________
 OQ0624  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 OQ0624  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 OQ0624
 OQ0624  HORZ ORDER  -  THIRD
 OQ0624  VERT ORDER  -  THIRD ? (See Below)
 OQ0624
 OQ0624.The horizontal coordinates were established by classical geodetic methods
 OQ0624.and adjusted by the National Geodetic Survey in May 1999..
 OQ0624
 OQ0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0624.The vertical order pertains to the NGVD 29 superseded value.
 OQ0624
 OQ0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0624
 OQ0624.The geoid height was determined by GEOID03.
 OQ0624
 OQ0624;                    North         East     Units Scale Factor Converg.
 OQ0624;SPC IA N     - 1,208,428.065 1,267,356.321   MT  1.00001439   -1 56 41.3
 OQ0624;UTM  14      - 4,802,022.922   713,222.792   MT  1.00015929   +1 48 21.9
 OQ0624
 OQ0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0624!SPC IA N     -   0.99993254  x   1.00001439  =   0.99994692
 OQ0624!UTM  14      -   0.99993254  x   1.00015929  =   1.00009181
 OQ0624
 OQ0624|---------------------------------------------------------------------|
 OQ0624| PID    Reference Object                     Distance      Geod. Az  |
 OQ0624|                                                           dddmmss.s |
 OQ0624| CO2080 ALVORD RM 1                           7.120 METERS 06047     |
 OQ0624| CO2081 ALVORD RM 2                          10.797 METERS 12013     |
 OQ0624| OQ0628 INWOOD                              APPROX. 9.1 KM 2414747.5 |
 OQ0624| CO2079 ALVORD AZ MK                                       3571123.3 |
 OQ0624|---------------------------------------------------------------------|
 OQ0624
 OQ0624                          SUPERSEDED SURVEY CONTROL
 OQ0624
 OQ0624  NAD 83(1996)-  43 20 26.91765(N)    096 22 10.22475(W) AD(       ) 3
 OQ0624  NAD 83(1996)-  43 20 26.91730(N)    096 22 10.22471(W) AD(       ) 3
 OQ0624  NAD 83(1996)-  43 20 26.91786(N)    096 22 10.22052(W) AD(       ) 3
 OQ0624  NAD 83(1986)-  43 20 26.91889(N)    096 22 10.21173(W) AD(       ) 3
 OQ0624  NAD 27      -  43 20 26.99600(N)    096 22 09.06700(W) AD(       ) 3
 OQ0624  NGVD 29 (07/19/86)  456.48   (m)         1497.6    (f) LEVELING    3  
 OQ0624
 OQ0624.Superseded values are not recommended for survey control.
 OQ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0624.See file dsdata.txt to determine how the superseded data were derived.
 OQ0624
 OQ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1322302023(NAD 83)
 OQ0624_MARKER: DS = TRIANGULATION STATION DISK
 OQ0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0624
 OQ0624  HISTORY     - Date     Condition        Report By
 OQ0624  HISTORY     - 1949     MONUMENTED       CGS
 OQ0624
 OQ0624                          STATION DESCRIPTION
 OQ0624
 OQ0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0624'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHEAST OF INWOOD, 3.0
 OQ0624'MILES WEST OF ALVORD, ALONG THE EAST SIDE OF A GRAVELED ROAD AND
 OQ0624'AT THE NORTHWEST CORNER OF MR. J. WOODLEYS YARD.  IT IS 40 FEET
 OQ0624'EAST OF THE CENTERLINE OF THE ROAD, 13 FEET SOUTHEAST OF A FENCE
 OQ0624'CORNER AND 12 FEET SOUTHEAST OF A WITNESS POST.  THE MARK IS
 OQ0624'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 OQ0624'STAMPED ALVORD 1949.
 OQ0624'
 OQ0624'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE FENCE CORNER AND 1 FOOT
 OQ0624'SOUTH OF THE FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 OQ0624'GROUND AND THE DISK IS STAMPED ALVORD NO 1 1949.
 OQ0624'
 OQ0624'REFERENCE MARK NO. 2 IS 68 FEET NORTHWEST OF THE NORTHWEST CORNER
 OQ0624'OF MR. WOODLEYS HOUSE.  THE MARK IS FLUSH WITH THE SURFACE
 OQ0624'OF THE GROUND AND THE DISK IS STAMPED ALVORD NO. 2 1949.
 OQ0624'
 OQ0624'AZIMUTH MARK IS ABOUT 0.15 MILE NORTH-NORTHWEST OF THE STATION,
 OQ0624'31 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A
 OQ0624'WITNESS POST AND 1 FOOT EAST OF THE FENCE.  THE MARK IS FLUSH
 OQ0624'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ALVORD 1949.
 OQ0624'
 OQ0624'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 18 AND STATE HIGHWAY
 OQ0624'26, IN THE SOUTHEAST EDGE OF INWOOD, GO NORTH ON HIGHWAY 26 FOR
 OQ0624'3.1 MILES TO CROSSROADS, TURN RIGHT (EAST) FOR 3.0 MILES TO
 OQ0624'CROSSROADS, TURN RIGHT (SOUTH) 0.15 MILE TO THE AIZMUTH MARK ON
 OQ0624'THE RIGHT, CONTINUE SOUTH 0.15 MILE TO THE STATION ON THE LEFT
 OQ0624'AT THE NORTHWEST CORNER OF A GROVE OF TREES.
 OQ0624'
 OQ0624'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0625 ***********************************************************************
 OQ0625  DESIGNATION -  ALVORD MUNICIPAL TANK
 OQ0625  PID         -  OQ0625
 OQ0625  STATE/COUNTY-  IA/LYON
 OQ0625  USGS QUAD   -  ALVORD (1971)
 OQ0625
 OQ0625                         *CURRENT SURVEY CONTROL
 OQ0625  ___________________________________________________________________
 OQ0625* NAD 83(1996)-  43 20 28.90954(N)    096 18 29.39938(W)     ADJUSTED  
 OQ0625* NAVD 88     -                                                        
 OQ0625  ___________________________________________________________________
 OQ0625  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 OQ0625  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 OQ0625
 OQ0625  HORZ ORDER  -  THIRD
 OQ0625
 OQ0625.The horizontal coordinates were established by classical geodetic methods
 OQ0625.and adjusted by the National Geodetic Survey in May 1999..
 OQ0625
 OQ0625
 OQ0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0625
 OQ0625.The geoid height was determined by GEOID03.
 OQ0625
 OQ0625;                    North         East     Units Scale Factor Converg.
 OQ0625;SPC IA N     - 1,208,322.504 1,272,329.651   MT  1.00001450   -1 54 11.6
 OQ0625;UTM  14      - 4,802,242.994   718,193.158   MT  1.00018567   +1 50 53.7
 OQ0625
 OQ0625                          SUPERSEDED SURVEY CONTROL
 OQ0625
 OQ0625  NAD 83(1996)-  43 20 28.90954(N)    096 18 29.39938(W) AD(       ) 4
 OQ0625  NAD 83(1996)-  43 20 28.90849(N)    096 18 29.39775(W) AD(       ) 4
 OQ0625  NAD 83(1996)-  43 20 28.91048(N)    096 18 29.39330(W) AD(       ) 4
 OQ0625  NAD 83(1986)-  43 20 28.90964(N)    096 18 29.38705(W) AD(       ) 4
 OQ0625  NAD 27      -  43 20 28.98000(N)    096 18 28.29000(W) AD(       ) 3
 OQ0625
 OQ0625.Superseded values are not recommended for survey control.
 OQ0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0625.See file dsdata.txt to determine how the superseded data were derived.
 OQ0625
 OQ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1819302243(NAD 83)
 OQ0625_MARKER: 53 = ELEVATED TANK
 OQ0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0625+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2002
 OQ0625
 OQ0625  HISTORY     - Date     Condition        Report By
 OQ0625  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0625  HISTORY     - 20020531 GOOD             USPSQD
 OQ0625
 OQ0625                          STATION DESCRIPTION
 OQ0625
 OQ0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0625'STATION IS LOCATED IN THE SMALL VILLAGE OF ALVORD.  STATION IS
 OQ0625'OF STEEL CONSTRUCTION WITH FOUR STEEL LEGS ABOUT 30 FEET SQUARE
 OQ0625'AT BASE AND 100 FEET HIGH.  STATION IS PAINTED SILVER WITH
 OQ0625'THE NAME ALVORD ON THE TANK.
 OQ0625'
 OQ0625'THE POINT INTERSECTED WAS THE BALL FINIAL.
 OQ0625'
 OQ0625'TO REACH FROM THE DEPOT IN ALVORD GO WEST 4-1/2 BLOCKS TO AN
 OQ0625'ALLEY.  TURN LEFT AND GO SOUTH 1/2 BLOCK TO STATION ON RIGHT
 OQ0625'OR WEST SIDE OF ALLEY AS DESCRIBED.
 OQ0625
 OQ0625                          STATION RECOVERY (2002)
 OQ0625
 OQ0625'RECOVERY NOTE BY US POWER SQUADRON 2002 (MJP)
 OQ0625'TANK IS PAINTED BLUE.  DEPOT NO LONGER THERE, A GRAIN ELEVATOR IS NOW
 OQ0625'AT THE DEPOT LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0905 ***********************************************************************
 MG0905  DESIGNATION -  AMANA
 MG0905  PID         -  MG0905
 MG0905  STATE/COUNTY-  IA/IOWA
 MG0905  USGS QUAD   -  MIDDLE AMANA (1968)
 MG0905
 MG0905                         *CURRENT SURVEY CONTROL
 MG0905  ___________________________________________________________________
 MG0905* NAD 83(1996)-  41 49 08.33147(N)    091 55 22.39283(W)     ADJUSTED  
 MG0905* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 MG0905  ___________________________________________________________________
 MG0905  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 MG0905  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 MG0905
 MG0905  HORZ ORDER  -  FIRST
 MG0905
 MG0905.The horizontal coordinates were established by classical geodetic methods
 MG0905.and adjusted by the National Geodetic Survey in May 1999..
 MG0905
 MG0905.The orthometric height was scaled from a topographic map.
 MG0905
 MG0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0905
 MG0905.The geoid height was determined by GEOID03.
 MG0905
 MG0905;                    North         East     Units Scale Factor Converg.
 MG0905;SPC IA S     -   203,190.259   631,028.368   MT  1.00000652   +1 02 19.8
 MG0905;SPC IA N     - 1,036,653.988 1,631,034.190   MT  1.00005417   +1 04 08.0
 MG0905;UTM  15      - 4,630,238.908   589,456.911   MT  0.99969847   +0 43 05.7
 MG0905
 MG0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0905!SPC IA S     -   0.99996191  x   1.00000652  =   0.99996843
 MG0905!SPC IA N     -   0.99996191  x   1.00005417  =   1.00001608
 MG0905!UTM  15      -   0.99996191  x   0.99969847  =   0.99966039
 MG0905
 MG0905:                Primary Azimuth Mark                     Grid Az
 MG0905:SPC IA S     -  AMANA AZ MK                              008 33 28.1
 MG0905:SPC IA N     -  AMANA AZ MK                              008 31 39.9
 MG0905:UTM  15      -  AMANA AZ MK                              008 52 42.2
 MG0905
 MG0905|---------------------------------------------------------------------|
 MG0905| PID    Reference Object                     Distance      Geod. Az  |
 MG0905|                                                           dddmmss.s |
 MG0905| CL8802 AMANA AZ MK                                        0093547.9 |
 MG0905| CL8804 AMANA RM 2                          215.830 METERS 01008     |
 MG0905| MG0869 CEDAR RAPIDS MOVING SEARCHLT        APPROX.27.8 KM 0483734.7 |
 MG0905| MG0875 CORALVILLE TB HOSPITAL STACK        APPROX.29.4 KM 1151743.3 |
 MG0905| MG0893 KEDERA                              APPROX.18.9 KM 1153853.3 |
 MG0905| MH0459 AIR BEACON 1 MI W OF MARENGO        APPROX.14.1 KM 2530412.3 |
 MG0905| MH0458 MARENGO MUNICIPAL TANK              APPROX.12.2 KM 2562220.8 |
 MG0905| CL8803 AMANA RM 1                           39.983 METERS 26145     |
 MG0905| NK0549 VAN HORNE MUNICIPAL TANK            APPROX.25.1 KM 3264445.8 |
 MG0905|---------------------------------------------------------------------|
 MG0905
 MG0905                          SUPERSEDED SURVEY CONTROL
 MG0905
 MG0905  NAD 83(1986)-  41 49 08.33444(N)    091 55 22.39894(W) AD(       ) 1
 MG0905  NAD 27      -  41 49 08.31200(N)    091 55 21.74600(W) AD(       ) 1
 MG0905
 MG0905.Superseded values are not recommended for survey control.
 MG0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0905.See file dsdata.txt to determine how the superseded data were derived.
 MG0905
 MG0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG8945730239(NAD 83)
 MG0905_MARKER: DS = TRIANGULATION STATION DISK
 MG0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0905
 MG0905  HISTORY     - Date     Condition        Report By
 MG0905  HISTORY     - 1930     MONUMENTED       CGS
 MG0905  HISTORY     - 1933     GOOD             CGS
 MG0905  HISTORY     - 1934     GOOD             CGS
 MG0905  HISTORY     - 1934     GOOD             IOWAGS
 MG0905  HISTORY     - 1958     GOOD             CGS
 MG0905  HISTORY     - 1960     GOOD             CGS
 MG0905
 MG0905                          STATION DESCRIPTION
 MG0905
 MG0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0905'STATION IS ABOUT 4 MILES N AND 2-1/2 MILES W OF HOMESTEAD,
 MG0905'3-1/2 MILES W AND 1-1/4 MILES NE OF THE VILLAGE OF HIGH AMANA,
 MG0905'6 MILES S OF THE TOWN OF NORWAY IN THE SW 1/4 SEC. 17, T 81 N,
 MG0905'R 9 W, ON LAND OWNED BY THE AMANA COLONY.  IT IS IN A SMALL
 MG0905'CLEARED PLOT IN THE WOODED LAND, ON THE HIGHEST GROUND ABOUT
 MG0905'40 FEET E OF THE ROAD FENCE AND ABOUT 125 YARDS SW OF A DESERTED
 MG0905'HOUSE AND BARN.  IT IS ABOUT 1/4 MILE S OF THE T-ROAD LEADING
 MG0905'E.  THE MARK IS 1 FOOT BELOW THE SURFACE.
 MG0905'
 MG0905'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MG0905'DISKS SET IN CONCRETE.
 MG0905'
 MG0905'REFERENCE MARK NO. 1 IS ON FENCE LINE ON E SIDE OF ROAD
 MG0905'IN NW CORNER OF CLEARING.  REFERENCE MARK NO. 2 IS ON FENCE
 MG0905'LINE ON E SIDE OF ROAD AT THE S EDGE OF CLEARING AS SEEN
 MG0905'FROM THE ROAD.
 MG0905'
 MG0905'TO REACH FROM HOMESTEAD GO N TO AMANA, THENCE W TO HIGH AMANA,
 MG0905'THENCE NE ON RIDGE ROAD ABOUT 1-1/4 MILES TO STATION.
 MG0905'
 MG0905'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MG0905
 MG0905                          STATION RECOVERY (1933)
 MG0905
 MG0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WM)
 MG0905'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION,
 MG0905'EXCEPT THAT REFERENCE MARK NO. 2 IS AT N SIDE OF CLEARING
 MG0905'INSTEAD OF S AS DESCRIBED.  SMALL HOUSE NEARBY IS NOW OCCUPIED.
 MG0905'
 MG0905'STATION IS 1-1/4 MILES NE OF HIGH AMANA.  REACHED FROM HIGH
 MG0905'AMANA, E FROM POST OFFICE 0.15 MILE TO TURN TO NE, THENCE NE
 MG0905'1.4 MILES TO CLEARING AND STATION.
 MG0905
 MG0905                          STATION RECOVERY (1934)
 MG0905
 MG0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0905'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD EXCEPT
 MG0905'FOR MINOR CHANGE AS FOLLOWS--
 MG0905'
 MG0905'THIS STATION IS ABOUT 1-1/4 MILES NE OF HIGH AMANA, 6 MILES
 MG0905'S OF NORWAY, ON A HIGH POINT OF THE WOODED RIDGE THAT EXTENDS
 MG0905'NW AND SE JUST N OF THE IOWA RIVER, ON A CLEARED PLOT, IN
 MG0905'THE SW 1/4 SEC. 17, T 81 N, R 9 W, ON LAND OWNED BY THE AMANA
 MG0905'COLONY.  THE STATION IS ON THE HIGHEST POINT IN THE CLEARING,
 MG0905'0.25 MILE S OF A T-ROAD E, 40 METERS (INSTEAD OF FEET AS IN THE
 MG0905'ORIGINAL DESCRIPTION) E OF THE E RIGHT-OF-WAY FENCE OF THE
 MG0905'ROAD, 100.36 METERS SSW OF A WELL NW OF THE SMALL HOUSE IN
 MG0905'THE CENTER OF THE CLEARING.
 MG0905'
 MG0905'REFERENCE MARK NO. 1 IS W OF THE STATION, 0.3 METER E OF THE
 MG0905'E RIGHT-OF-WAY FENCE OF THE ROAD, AT A POINT WHERE THE ROAD
 MG0905'CURVES AWAY FROM THE CLEARING, AND PROJECTS 3 INCHES.  REFERENCE
 MG0905'MARK NO. 2 IS N OF THE STATION, IN THE NW CORNER OF THE
 MG0905'CLEARED PLOT, 6 METERS E OF THE CENTER LINE OF THE ROAD, AND
 MG0905'PROJECTS 4 INCHES.
 MG0905'
 MG0905'THE AZIMUTH MARK IS N OF THE STATION, 110 METERS S OF THE
 MG0905'T-ROAD E, 6 METERS W OF THE CENTER LINE OF THE ROAD, 68.05
 MG0905'METERS N OF REFERENCE MARK NO. 2 AND PROJECTS 8 INCHES.
 MG0905'
 MG0905'TO REACH FROM HIGH AMANA, GO E 0.15 MILE, TURN NE, AND GO 1.4
 MG0905'MILES TO THE STATION.
 MG0905'
 MG0905'NO PROMINENT OBJECTS VISIBLE FROM THE GROUND.
 MG0905'
 MG0905'A LIGHT 100 FEET ABOVE YOUNG COMES INTO VIEW 50 FEET ABOVE
 MG0905'THIS STATION.
 MG0905'
 MG0905'A LIGHT 100 FEET ABOVE OLSON COMES INTO VIEW 48 FEET ABOVE
 MG0905'THIS STATION.
 MG0905'
 MG0905'LIGHTS 100 FEET ABOVE BLAIRS, CELLMAN, AND CONROY COME INTO
 MG0905'VIEW 57 FEET ABOVE THIS STATION.
 MG0905
 MG0905                          STATION RECOVERY (1934)
 MG0905
 MG0905'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MG0905'THE ORIGINAL DESCRIPTION IS SATISFACTORY.  THE ORIGINAL
 MG0905'STATION AND REFERENCE MARKERS WERE ALL FOUND IN GOOD SHAPE.
 MG0905
 MG0905                          STATION RECOVERY (1958)
 MG0905
 MG0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MG0905'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 MG0905'AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.  DISTANCE TO
 MG0905'REFERENCE MARK NO. 1 AND ANGLE BETWEEN REFERENCE MARKS CHECKED
 MG0905'AND VERIFIED.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE
 MG0905'FOLLOWING.
 MG0905'
 MG0905'STATION IS LOCATED 160.5 FEET NORTHEAST OF A TRIANGULAR
 MG0905'BLAZE ON THE EAST SIDE OF A 24 INCH OAK TREE, 116.0 FEET
 MG0905'SOUTHEAST OF A TRIANGULAR BLAZE ON EAST SIDE OF A 24 INCH
 MG0905'ELM TREE, 108.6 FEET EAST OF A FENCE, AND 16 INCHES BELOW
 MG0905'THE SURFACE OF THE GROUND IN A PASTURE.
 MG0905'
 MG0905'REFERENCE MARK NO. 1 IS 46 FEET EAST OF THE C/L OF A GRAVEL
 MG0905'ROAD AND 37 FEET NORTH OF A TRIANGULAR BLAZE OF THE EAST
 MG0905'SIDE OF A 24 INCH OAK TREE.
 MG0905'
 MG0905'REFERENCE MARK NO. 2 IS 260.5 FEET NORTH OF A FENCE CORNER,
 MG0905'30.5 FEET EAST OF C/L OF A GRAVEL ROAD, AND 1 FOOT EAST OF
 MG0905'A FENCE.
 MG0905
 MG0905                          STATION RECOVERY (1960)
 MG0905
 MG0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 MG0905'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 MG0905'CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE FOR RECOVERY.
 MG0905'A THIRTY MINUTE SEARCH BY TWO MEN FAILED TO RECOVER THE
 MG0905'AZIMUTH MARK AND IT IS BELIEVED TO HAVE BEEN DESTROYED BY
 MG0905'ROAD CONSTRUCTION.  THE ANGLE BETWEEN THE TWO REFERENCE MARKS
 MG0905'WAS MEASURED AND FOUND TO BE CORRECT.  THE DISTANCE TO REFERENCE
 MG0905'MARK 1 WAS CHECKED AS BEING CORRECT.  THE DISTANCE TO REFERENCE
 MG0905'MARK 2 WAS FOUND TO BE 215.79 METERS INSTEAD OF 215.83 METERS
 MG0905'AS PUBLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0394 ***********************************************************************
 NK0394  DESIGNATION -  AMES
 NK0394  PID         -  NK0394
 NK0394  STATE/COUNTY-  IA/STORY
 NK0394  USGS QUAD   -  AMES EAST (1975)
 NK0394
 NK0394                         *CURRENT SURVEY CONTROL
 NK0394  ___________________________________________________________________
 NK0394* NAD 83(1986)-  42 01 32.     (N)    093 36 28.     (W)     SCALED    
 NK0394* NAVD 88     -       282.796  (meters)     927.81   (feet)  ADJUSTED  
 NK0394  ___________________________________________________________________
 NK0394  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 NK0394  DYNAMIC HT  -         282.698 (meters)     927.49  (feet)  COMP
 NK0394  MODELED GRAV-     980,267.3   (mgal)                       NAVD 88
 NK0394
 NK0394  VERT ORDER  -  SECOND    CLASS 0
 NK0394
 NK0394.The horizontal coordinates were scaled from a topographic map and have
 NK0394.an estimated accuracy of +/- 6 seconds.
 NK0394
 NK0394.The orthometric height was determined by differential leveling
 NK0394.and adjusted by the National Geodetic Survey in June 1991..
 NK0394
 NK0394.The geoid height was determined by GEOID03.
 NK0394
 NK0394.The dynamic height is computed by dividing the NAVD 88
 NK0394.geopotential number by the normal gravity value computed on the
 NK0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0394.degrees latitude (g = 980.6199 gals.).
 NK0394
 NK0394.The modeled gravity was interpolated from observed gravity values.
 NK0394
 NK0394;                    North         East    Units  Estimated Accuracy
 NK0394;SPC IA N     - 1,058,380.    1,491,070.      MT  (+/- 180 meters Scaled)
 NK0394
 NK0394                          SUPERSEDED SURVEY CONTROL
 NK0394
 NK0394  NGVD 29 (??/??/92)  282.748  (m)          927.65   (f) ADJ UNCH    2 0
 NK0394
 NK0394.Superseded values are not recommended for survey control.
 NK0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0394.See file dsdata.txt to determine how the superseded data were derived.
 NK0394
 NK0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG496527(NAD 83)
 NK0394_MARKER: DB = BENCH MARK DISK
 NK0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0394_STAMPING: AMES 1934
 NK0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0394+STABILITY: SURFACE MOTION
 NK0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NK0394+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2006
 NK0394
 NK0394  HISTORY     - Date     Condition        Report By
 NK0394  HISTORY     - 1934     MONUMENTED       CGS
 NK0394  HISTORY     - 20060720 GOOD             IADT
 NK0394
 NK0394                          STATION DESCRIPTION
 NK0394
 NK0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0394'0.5 MI E FROM AMES.
 NK0394'0.5 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0394'THE STATION AT AMES, 78 YARDS NORTH OF THE TRACK, IN THE
 NK0394'NORTHWEST CORNER OF THE YARD OF THE WATER SOFTENING TANK, 10.4
 NK0394'FEET SOUTH OF THE SOUTH CURB OF FIFTH STREET, AND 47.5 FEET
 NK0394'EAST OF THE NORTHEAST LEG OF THE CITY WATER TANK.  A STANDARD
 NK0394'DISK, STAMPED AMES 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0394'PROJECTING 1 INCH ABOVE GROUND.
 NK0394
 NK0394                          STATION RECOVERY (2006)
 NK0394
 NK0394'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2006 (JPA)
 NK0394'RECOVERED AS DESCRIBED WITH UPDATES.  FIFTH STREET NOW COMES TO A DEAD
 NK0394'END A SHORT DISTANCE WEST OF MARK. THE MARK IS 1.5 FT. SOUTH OF THE
 NK0394'SOUTH EDGE OF A CONCRETE WALK LEADING FROM THE END OF FIFTH STREET TO
 NK0394'THE CITY OF AMES WATER AND POLLUTION CONTROL DEPARTMENT BUILDING. THE
 NK0394'MARK IS ON THE GROUNDS OF THE DEPT.
 NK0394'THE MARK IS 10.9 FT. NORTH OF THE CENTER OF A FIRE HYD., 14.5 FT.
 NK0394'SOUTHEAST OF A WATER VALVE COVER AT THE WEST END OF THE WALK TO THE
 NK0394'WATER DEPT. BLDG. AND 41.9 FT. EAST OF THE CENTER OF A MANHOLE LID IN
 NK0394'FIFTH STREET. THE MARK IS SITUATED WITH OBSTRUCTIONS TO THE SOUTH AND
 NK0394'SOUTHWEST BUT CLEAR DIRECTLY OVERHEAD MAKING GPS OBSERVATIONS
 NK0394'CHALLANGING BUT NOT IMPOSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0721 ***********************************************************************
 NK0721  DESIGNATION -  AMES TALL SMOKESTACK
 NK0721  PID         -  NK0721
 NK0721  STATE/COUNTY-  IA/STORY
 NK0721  USGS QUAD   -  AMES WEST (1975)
 NK0721
 NK0721                         *CURRENT SURVEY CONTROL
 NK0721  ___________________________________________________________________
 NK0721* NAD 83(1996)-  42 01 38.87571(N)    093 38 22.27108(W)     ADJUSTED  
 NK0721* NAVD 88     -                                                        
 NK0721  ___________________________________________________________________
 NK0721  LAPLACE CORR-         -12.12  (seconds)                    DEFLEC99
 NK0721  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 NK0721
 NK0721  HORZ ORDER  -  THIRD
 NK0721
 NK0721.The horizontal coordinates were established by classical geodetic methods
 NK0721.and adjusted by the National Geodetic Survey in May 1999..
 NK0721
 NK0721
 NK0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0721
 NK0721.The geoid height was determined by GEOID03.
 NK0721
 NK0721;                    North         East     Units Scale Factor Converg.
 NK0721;SPC IA N     - 1,058,598.670 1,488,445.575   MT  1.00000735   -0 05 40.4
 NK0721;UTM  15      - 4,653,023.500   447,059.161   MT  0.99963449   -0 25 41.4
 NK0721
 NK0721                          SUPERSEDED SURVEY CONTROL
 NK0721
 NK0721  NAD 83(1986)-  42 01 38.87994(N)    093 38 22.27954(W) AD(       ) 4
 NK0721  NAD 27      -  42 01 38.93600(N)    093 38 21.47600(W) AD(       ) 3
 NK0721
 NK0721.Superseded values are not recommended for survey control.
 NK0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0721.See file dsdata.txt to determine how the superseded data were derived.
 NK0721
 NK0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG4705953024(NAD 83)
 NK0721_MARKER: 63 = STACK
 NK0721
 NK0721  HISTORY     - Date     Condition        Report By
 NK0721  HISTORY     - 1926     FIRST OBSERVED   CGS
 NK0721  HISTORY     - 20010417 MARK NOT FOUND   USPSQD
 NK0721
 NK0721                          STATION DESCRIPTION
 NK0721
 NK0721'DESCRIBED BY US POWER SQUADRON 2001 (BC)
 NK0721'NO SINGLE TALL SMOKESTACK.
 NK0721'THERE WERE TWO  STACKS, BLACK, VERY CLOSE TOGETHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0898 ***********************************************************************
 MG0898  DESIGNATION -  AMISH
 MG0898  PID         -  MG0898
 MG0898  STATE/COUNTY-  IA/JOHNSON
 MG0898  USGS QUAD   -  AMISH (1973)
 MG0898
 MG0898                         *CURRENT SURVEY CONTROL
 MG0898  ___________________________________________________________________
 MG0898* NAD 83(1996)-  41 32 26.24726(N)    091 45 04.87168(W)     ADJUSTED  
 MG0898* NAVD 88     -       240.0    (meters)     787.     (feet)  VERTCON   
 MG0898  ___________________________________________________________________
 MG0898  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 MG0898  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 MG0898
 MG0898  HORZ ORDER  -  SECOND
 MG0898
 MG0898.The horizontal coordinates were established by classical geodetic methods
 MG0898.and adjusted by the National Geodetic Survey in May 1999..
 MG0898
 MG0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0898
 MG0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0898
 MG0898.The geoid height was determined by GEOID03.
 MG0898
 MG0898;                    North         East     Units Scale Factor Converg.
 MG0898;SPC IA S     -   172,553.170   645,899.223   MT  0.99996591   +1 09 06.6
 MG0898;UTM  15      - 4,599,526.971   604,151.373   MT  0.99973349   +0 49 41.2
 MG0898
 MG0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0898!SPC IA S     -   0.99996747  x   0.99996591  =   0.99993338
 MG0898!UTM  15      -   0.99996747  x   0.99973349  =   0.99970097
 MG0898
 MG0898|---------------------------------------------------------------------|
 MG0898| PID    Reference Object                     Distance      Geod. Az  |
 MG0898|                                                           dddmmss.s |
 MG0898| CL8805 AMISH RM 1                           18.190 METERS 09134     |
 MG0898| CL8806 AMISH RM 2                           15.865 METERS 26805     |
 MG0898| MG0899 AMISH AZ MK                         APPROX. 2.1 KM 2705241.3 |
 MG0898|---------------------------------------------------------------------|
 MG0898
 MG0898                          SUPERSEDED SURVEY CONTROL
 MG0898
 MG0898  NAD 83(1986)-  41 32 26.25030(N)    091 45 04.88013(W) AD(       ) 2
 MG0898  NAD 27      -  41 32 26.19461(N)    091 45 04.26818(W) AD(       ) 2
 MG0898  NGVD 29 (07/19/86)  240.0    (m)          787.     (f) VERT ANG       
 MG0898
 MG0898.Superseded values are not recommended for survey control.
 MG0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0898.See file dsdata.txt to determine how the superseded data were derived.
 MG0898
 MG0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF0415199527(NAD 83)
 MG0898_MARKER: DD = SURVEY DISK
 MG0898_SETTING: 0 = UNSPECIFIED SETTING
 MG0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0898+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 MG0898
 MG0898  HISTORY     - Date     Condition        Report By
 MG0898  HISTORY     - 1968     MONUMENTED       USGS
 MG0898  HISTORY     - 20051009 GOOD             GEOCAC
 MG0898
 MG0898                          STATION DESCRIPTION
 MG0898
 MG0898'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0898'THE STATION IS LOCATED 2.8 MI W. AND 4.0 MI N. OF KALONA AND
 MG0898'ABOUT 2.0 MI E. OF THE COMMUNITY OF AMISH, IN THE RIGHT-OF-WAY
 MG0898'OF AN E.-W. PAVED RD., AT THE SUMMIT OF THE RD. ON HIGH GROUND,
 MG0898'100 FT E.-SE. OF A CROSSROADS AND COR. OF SECS. 22, 23, 26 AND
 MG0898'27, T. 78 N., R. 8 W.
 MG0898'
 MG0898'TO REACH THE STATION FROM THE POST OFFICE AT KALONA, DRIVE
 MG0898'2 BLOCKS N. ON 5TH STREET TO JCT. WITH STATE HWY. 22, TURN LEFT
 MG0898'AND DRIVE W. ON STATE HWY. 22 FOR 0.45 MI TO JCT. WITH STATE
 MG0898'HWY. 1, TURN RIGHT AND DRIVE N. ON STATE HWY. 1 FOR 3.8 MI TO
 MG0898'JCT. OF AN ASPHALT RD. NEAR A CHEESE FACTORY, TURN LEFT AND DRIVE
 MG0898'W. ON ASPHALT RD. FOR 2.0 MI TO STATION ON THE LEFT.
 MG0898'
 MG0898'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED
 MG0898'AMISH 1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN
 MG0898'FLUSH WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MG0898'
 MG0898'STATION MARK IS 100 FT E.-SE. OF A CROSSROADS, 87 FT E. OF
 MG0898'CENTER OF AN E.-W. GRAVEL RD., 47 FT S. OF CENTER OF THE ASPHALT
 MG0898'RD., 3 FT N. OF RIGHT-OF-WAY FENCE, AND 1 FT W. OF WITNESS POST.
 MG0898'
 MG0898'REFERENCE MARK 1 IS 59.68 FT (18.190 M.) E. OF STATION, 49 FT
 MG0898'S. OF CENTER OF THE ASPHALT RD., 4 FT W. OF A TELEPHONE POLE,
 MG0898'1 FT N. OF RIGHT-OF-WAY FENCE AND 1 FT E. OF A WITNESS POST.
 MG0898'
 MG0898'REFERENCE MARK 2 IS 52.05 FT (15.865 M.) W. OF STATION, 50 FT
 MG0898'S. OF CENTER OF ASPHALT RD., 35 FT E. OF CENTER OF N.-S. GRAVEL
 MG0898'RD., 3 FT E. OF A FENCE COR., 1 FT N. OF RIGHT-OF-WAY FENCE,
 MG0898'AND 1 FT W. OF A WITNESS POST.
 MG0898'
 MG0898'STANDARD BRACED TRIPOD USED.
 MG0898
 MG0898                          STATION RECOVERY (2005)
 MG0898
 MG0898'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0898'ON SOUTH SIDE OF 540 STREET EAST OF EAGLE AVE SW, 1 FOOT NORTH OF
 MG0898'ORANGE POST. ORIGINAL WITNESS POST IS BROKEN OFF AND STUCK INSIDE
 MG0898'TILE. TELEPHONE POLE IS GONE. RM1 AND RM2 GOOD, NEAR WITNESS POSTS.
 MG0898'SKY VISIBILITY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0899 ***********************************************************************
 MG0899  DESIGNATION -  AMISH AZ MK
 MG0899  PID         -  MG0899
 MG0899  STATE/COUNTY-  IA/JOHNSON
 MG0899  USGS QUAD   -  AMISH (1973)
 MG0899
 MG0899                         *CURRENT SURVEY CONTROL
 MG0899  ___________________________________________________________________
 MG0899* NAD 83(1996)-  41 32 27.27951(N)    091 46 35.36710(W)     ADJUSTED  
 MG0899* NAVD 88     -       239.0    (meters)     784.     (feet)  VERTCON   
 MG0899  ___________________________________________________________________
 MG0899  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 MG0899  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 MG0899
 MG0899  HORZ ORDER  -  SECOND
 MG0899
 MG0899.The horizontal coordinates were established by classical geodetic methods
 MG0899.and adjusted by the National Geodetic Survey in May 1999..
 MG0899
 MG0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0899
 MG0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0899
 MG0899.The geoid height was determined by GEOID03.
 MG0899
 MG0899;                    North         East     Units Scale Factor Converg.
 MG0899;SPC IA S     -   172,543.148   643,801.499   MT  0.99996594   +1 08 07.0
 MG0899;UTM  15      - 4,599,528.802   602,054.119   MT  0.99972817   +0 48 41.2
 MG0899
 MG0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0899!SPC IA S     -   0.99996763  x   0.99996594  =   0.99993357
 MG0899!UTM  15      -   0.99996763  x   0.99972817  =   0.99969581
 MG0899
 MG0899:                Primary Azimuth Mark                     Grid Az
 MG0899:SPC IA S     -  AMISH                                    089 43 34.3
 MG0899:UTM  15      -  AMISH                                    090 03 00.1
 MG0899
 MG0899|---------------------------------------------------------------------|
 MG0899| PID    Reference Object                     Distance      Geod. Az  |
 MG0899|                                                           dddmmss.s |
 MG0899| MG0898 AMISH                               APPROX. 2.1 KM 0905141.3 |
 MG0899|---------------------------------------------------------------------|
 MG0899
 MG0899                          SUPERSEDED SURVEY CONTROL
 MG0899
 MG0899  NAD 83(1986)-  41 32 27.28276(N)    091 46 35.37582(W) AD(       ) 2
 MG0899  NAD 27      -  41 32 27.22872(N)    091 46 34.76356(W) AD(       ) 2
 MG0899  NGVD 29 (07/19/86)  239.0    (m)          784.     (f) VERT ANG       
 MG0899
 MG0899.Superseded values are not recommended for survey control.
 MG0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0899.See file dsdata.txt to determine how the superseded data were derived.
 MG0899
 MG0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF0205499529(NAD 83)
 MG0899_MARKER: DZ = AZIMUTH MARK DISK
 MG0899_SETTING: 0 = UNSPECIFIED SETTING
 MG0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0899+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 MG0899
 MG0899  HISTORY     - Date     Condition        Report By
 MG0899  HISTORY     - 1968     MONUMENTED       USGS
 MG0899  HISTORY     - 20051009 GOOD             GEOCAC
 MG0899
 MG0899                          STATION DESCRIPTION
 MG0899
 MG0899'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0899'STATION IS LOCATED 3.8 MI W. AND 4.0 MI N. OF KALONA, 0.7 MI
 MG0899'E. OF AMISH COMMUNITY CHURCH AND SCHOOL, IN THE RIGHT-OF-WAY
 MG0899'OF AN E.-W. ASPHALT RD., 0.15 MI E. OF THE CROSSING OF CO. HWY. C
 MG0899'AND 0.3 MI W. OF ANOTHER CROSSROADS AND COR. OF SEC. 21, 22, 27
 MG0899'AND 28, T. 78 N., R. 8 W.
 MG0899'
 MG0899'TO REACH THE STATION FROM THE POST OFFICE AT KALONA, DRIVE
 MG0899'2 BLOCKS N. TO JCT. OF 5TH STREET AND STATE HWY. 22, TURN LEFT
 MG0899'AND DRIVE W. ON STATE HWY. 22 FOR 0.45 MI TO JCT. WITH STATE HWY.
 MG0899'1, TURN RIGHT AND DRIVE N. ON STATE HWY. 1 FOR 3.8 MI TO JCT. OF AN
 MG0899'ASPHALT RD., AT A CHEESE FACTORY, TURN LEFT AND DRIVE W. ON
 MG0899'ASPHALT RD. FOR 3.3 MI TO TOP OF GRADE AND STATION ON THE
 MG0899'RIGHT.
 MG0899'
 MG0899'STATION MARK IS AN AZIMUTH MARK TABLET STAMPED AMISH 1968
 MG0899'CRIMPED ON A 10 FT LENGTH OF COPPER COATED ROD DRIVEN FLUSH
 MG0899'WITH THE GROUND AND SET IN A 6 IN. TILE FILLED WITH GRAVEL.  THE
 MG0899'MARK IS 48 FT N. OF CENTER OF THE E.-W. ASPHALT RD., 224 FT W. OF
 MG0899'A T-FENCE N., 93 FT W. OF A POWER POLE, 69 FT E. OF ANOTHER
 MG0899'POWER POLE, AND 3 FT S. OF RIGHT-OF-WAY FENCE AND METAL WITNESS
 MG0899'POST.
 MG0899'
 MG0899'STANDARD BRACED TRIPOD USED.
 MG0899
 MG0899                          STATION RECOVERY (2005)
 MG0899
 MG0899'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0899'NO FENCES IN VICINITY. ROTTED CORNER POST MARKS T CORNER, ALONG WITH
 MG0899'BRACE POSTS TO NORTH AND EAST. DISK IS ABOUT 85 FT EAST OF NEWER POLE
 MG0899'00831 AND 200 FT WEST OF POLE 00832. WITNESS POST IS NOW 3 FT SOUTH OF
 MG0899'DISK AND STUB OF POST IS NORTH OF DISK. SKY VISIBILITY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0704 ***********************************************************************
 NL0704  DESIGNATION -  AMUNDSON
 NL0704  PID         -  NL0704
 NL0704  STATE/COUNTY-  IA/SIOUX
 NL0704  USGS QUAD   -  GRANVILLE WEST (1969)
 NL0704
 NL0704                         *CURRENT SURVEY CONTROL
 NL0704  ___________________________________________________________________
 NL0704* NAD 83(1996)-  42 54 35.10609(N)    095 55 33.49870(W)     ADJUSTED  
 NL0704* NAVD 88     -       445.     (meters)    1460.     (feet)  SCALED    
 NL0704  ___________________________________________________________________
 NL0704  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 NL0704  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 NL0704
 NL0704  HORZ ORDER  -  FIRST
 NL0704
 NL0704.The horizontal coordinates were established by classical geodetic methods
 NL0704.and adjusted by the National Geodetic Survey in May 1999..
 NL0704
 NL0704.The orthometric height was scaled from a topographic map.
 NL0704
 NL0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0704
 NL0704.The geoid height was determined by GEOID03.
 NL0704
 NL0704;                    North         East     Units Scale Factor Converg.
 NL0704;SPC IA N     - 1,159,433.938 1,301,930.884   MT  0.99995427   -1 38 39.1
 NL0704;UTM  15      - 4,754,947.122   261,152.379   MT  1.00030188   -1 59 35.1
 NL0704;UTM  14      - 4,755,378.397   750,934.320   MT  1.00037472   +2 05 38.5
 NL0704
 NL0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0704!SPC IA N     -   0.99993439  x   0.99995427  =   0.99988866
 NL0704!UTM  15      -   0.99993439  x   1.00030188  =   1.00023625
 NL0704!UTM  14      -   0.99993439  x   1.00037472  =   1.00030908
 NL0704
 NL0704|---------------------------------------------------------------------|
 NL0704| PID    Reference Object                     Distance      Geod. Az  |
 NL0704|                                                           dddmmss.s |
 NL0704| CO2086 AMUNDSON RM 1                        23.912 METERS 03036     |
 NL0704| CO2085 AMUNDSON AZ MK                                     0924144.9 |
 NL0704| NL0698 MARCUS MUNICIPAL TANK               APPROX.14.0 KM 1315039.2 |
 NL0704| NL0700 MARCUS HOLY NAME CATH CH SHORT      APPROX.13.9 KM 1340921.1 |
 NL0704| NL0699 MARCUS HOLY NAME CH TALL SPIRE      APPROX.13.9 KM 1341206.9 |
 NL0704| CO2087 AMUNDSON RM 2                        26.263 METERS 16419     |
 NL0704| NL0703 REMSEN MUNICIPAL TANK               APPROX.11.5 KM 1982133.8 |
 NL0704| NL0702 REMSEN ST MARYS CATH CH SPIRE       APPROX.11.3 KM 1990748.8 |
 NL0704|---------------------------------------------------------------------|
 NL0704
 NL0704                          SUPERSEDED SURVEY CONTROL
 NL0704
 NL0704  NAD 83(1996)-  42 54 35.10610(N)    095 55 33.49870(W) AD(       ) 1
 NL0704  NAD 83(1996)-  42 54 35.10427(N)    095 55 33.49616(W) AD(       ) 1
 NL0704  NAD 83(1986)-  42 54 35.10545(N)    095 55 33.49277(W) AD(       ) 1
 NL0704  NAD 27      -  42 54 35.15200(N)    095 55 32.44000(W) AD(       ) 1
 NL0704
 NL0704.Superseded values are not recommended for survey control.
 NL0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0704.See file dsdata.txt to determine how the superseded data were derived.
 NL0704
 NL0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH6115254947(NAD 83)
 NL0704_MARKER: DS = TRIANGULATION STATION DISK
 NL0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0704
 NL0704  HISTORY     - Date     Condition        Report By
 NL0704  HISTORY     - 1940     MONUMENTED       CGS
 NL0704
 NL0704                          STATION DESCRIPTION
 NL0704
 NL0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0704'STATION AMUNDSON IS ABOUT 15 MILES NORTHEAST OF THE TOWN OF LE
 NL0704'MARS, 9 MILES NORTHWEST OF MARCUS AND 7 MILES NORTH BY NORTHEAST
 NL0704'OF REMSEN NEAR THE SOUTH QUARTER CORNER OF SEC. 33, T. 94 N.,
 NL0704'R. 43 W., ON LAND OWNED AND OCCUPIED BY TED AMUNDSON.
 NL0704'
 NL0704'TO REACH FROM REMSEN, INTERSECTION OF STATE HIGHWAY 5 AND COUNTY
 NL0704'ROUTE R, ABOUT 1 MILE EAST OF TOWN, GO NORTH ON COUNTY ROUTE
 NL0704'R FOR 7.0 MILES AND TURN RIGHT, EAST, GO 1.6 MILES TO HOUSE
 NL0704'AND STATION ON NORTH SIDE OF ROAD.  TO REACH AZIMUTH MARK
 NL0704'CONTINUE STRAIGHT AHEAD, EAST, FOR 0.4 MILE TO CROSSROADS AND
 NL0704'MARK.
 NL0704'
 NL0704'STATION MARK IS ON SOUTH EDGE OF BARN LOT, 21 FEET NORTH OF
 NL0704'FENCE LINE, 55 FEET NORTH OF CENTER LINE OF ROAD, 42 FEET EAST
 NL0704'OF CENTER LINE OF FARM LANE, 74 FEET EAST OF YARD FENCE, AND
 NL0704'18.3 FEET NORTH OF WHITE REFERENCE POST, IS STAMPED AMUNDSON
 NL0704'1940, AND IS FLUSH WITH GROUND.  UNDERGROUND MARK IS 42 INCHES
 NL0704'BENEATH SURFACE.
 NL0704'
 NL0704'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0704'BRONZE DISKS SET IN CONCRETE.
 NL0704'
 NL0704'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER THAN STATION, NEAR
 NL0704'SOUTHWEST CORNER OF CORN CRIB, 2 FEET WEST OF WEST SIDE, 2-1/2
 NL0704'FEET NORTHWEST OF SOUTHWEST CORNER OF CRIB, IS STAMPED AMUNDSON
 NL0704'NO 1 1940, AND PROJECTS 4 INCHES.
 NL0704'
 NL0704'REFERENCE MARK NO. 2 IS ACROSS ROAD FROM STATION, ABOUT 2 FEET
 NL0704'HIGHER THAN STATION, 28 FEET SOUTH OF CENTER LINE OF COUNTY
 NL0704'ROAD, 2-1/2 FEET NORTH OF RIGHT-OF-WAY FENCE, IS STAMPED AMUNDSON
 NL0704'NO 2 1940, AND PROJECTS 6 INCHES.
 NL0704'
 NL0704'AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF STATION IN SOUTHEAST
 NL0704'ANGLE OF CROSSROADS INTERSECTION, 32 FEET SOUTH OF CENTER LINE OF
 NL0704'ROAD, 48 FEET EAST OF CENTER LINE OF ROAD, 14 FEET EAST OF FENCE
 NL0704'CORNER, 2 FEET NORTH OF FENCE LINE, AND 3.8 FEET EAST-NORTHEAST
 NL0704'OF WHITE REFERENCE POST, IS STAMPED AMUNDON 1940, AND PROJECTS
 NL0704'4 INCHES.
 NL0704'
 NL0704'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8301 ***********************************************************************
 AJ8301  PACS        -  This is a Primary Airport Control Station.
 AJ8301  DESIGNATION -  AMW D
 AJ8301  PID         -  AJ8301
 AJ8301  STATE/COUNTY-  IA/STORY
 AJ8301  USGS QUAD   -  HUXLEY (1975)
 AJ8301
 AJ8301                         *CURRENT SURVEY CONTROL
 AJ8301  ___________________________________________________________________
 AJ8301* NAD 83(1996)-  41 59 37.60859(N)    093 37 05.65517(W)     ADJUSTED  
 AJ8301* NAVD 88     -       280.83   (meters)     921.4    (feet)  GPS OBS   
 AJ8301  ___________________________________________________________________
 AJ8301  X           -    -299,615.483 (meters)                     COMP
 AJ8301  Y           -  -4,738,184.383 (meters)                     COMP
 AJ8301  Z           -   4,245,258.469 (meters)                     COMP
 AJ8301  LAPLACE CORR-         -11.36  (seconds)                    DEFLEC99
 AJ8301  ELLIP HEIGHT-         251.20  (meters)          (06/15/04) GPS OBS
 AJ8301  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 AJ8301
 AJ8301  HORZ ORDER  -  B
 AJ8301  ELLP ORDER  -  FOURTH    CLASS I
 AJ8301
 AJ8301.This mark is at Ames Municipal Airport (AMW)
 AJ8301
 AJ8301.The horizontal coordinates were established by GPS observations
 AJ8301.and adjusted by the National Geodetic Survey in November 2002..
 AJ8301
 AJ8301.The orthometric height was determined by GPS observations and a
 AJ8301.high-resolution geoid model.
 AJ8301
 AJ8301.GPS derived orthometric heights for airport stations designated as
 AJ8301.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8301.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8301.not indicate centimeter accuracy relative to other marks which are
 AJ8301.part of the NAVD 88 network.
 AJ8301
 AJ8301.Photographs are available for this station.
 AJ8301
 AJ8301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8301
 AJ8301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8301
 AJ8301.The ellipsoidal height was determined by GPS observations
 AJ8301.and is referenced to NAD 83.
 AJ8301
 AJ8301.The geoid height was determined by GEOID03.
 AJ8301
 AJ8301;                    North         East     Units Scale Factor Converg.
 AJ8301;SPC IA N     - 1,054,854.402 1,490,202.841   MT  1.00001403   -0 04 48.5
 AJ8301;UTM  15      - 4,649,270.482   448,793.945   MT  0.99963226   -0 24 49.1
 AJ8301
 AJ8301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8301!SPC IA N     -   0.99996060  x   1.00001403  =   0.99997463
 AJ8301!UTM  15      -   0.99996060  x   0.99963226  =   0.99959288
 AJ8301
 AJ8301|---------------------------------------------------------------------|
 AJ8301| PID    Reference Object                     Distance      Geod. Az  |
 AJ8301|                                                           dddmmss.s |
 AJ8301| DE8447 AMW CL END RWY 31                   250.197 METERS 16519     |
 AJ8301| DE8446 AMW CL END RWY 19                   436.809 METERS 3541449.7 |
 AJ8301|---------------------------------------------------------------------|
 AJ8301
 AJ8301                          SUPERSEDED SURVEY CONTROL
 AJ8301
 AJ8301  ELLIP H (11/27/02)  251.22   (m)                       GP(       ) 4 1
 AJ8301  NAD 83(1996)-  41 59 37.60834(N)    093 37 05.65524(W) AD(       ) B
 AJ8301  ELLIP H (03/18/02)  251.23   (m)                       GP(       ) 4 1
 AJ8301
 AJ8301.Superseded values are not recommended for survey control.
 AJ8301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8301.See file dsdata.txt to determine how the superseded data were derived.
 AJ8301
 AJ8301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG4879449270(NAD 83)
 AJ8301_MARKER: I = METAL ROD
 AJ8301_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8301_STAMPING: AMW D 2000
 AJ8301_MARK LOGO: NGS   
 AJ8301_PROJECTION: RECESSED 5 CENTIMETERS
 AJ8301_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8301+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2002
 AJ8301_ROD/PIPE-DEPTH: 14.2 meters
 AJ8301_SLEEVE-DEPTH  : 3.00 meters
 AJ8301
 AJ8301  HISTORY     - Date     Condition        Report By
 AJ8301  HISTORY     - 20001215 MONUMENTED       WOOLPT
 AJ8301  HISTORY     - 20021020 GOOD             NGS
 AJ8301
 AJ8301                          STATION DESCRIPTION
 AJ8301
 AJ8301'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (BJM)
 AJ8301'THE STATION IS LOCATED APPROXIMATELY 9 MI WEST OF NEVADA, 3.5 MI
 AJ8301'SOUTH OF AMES AND IS AT THE AMES MUNICIPAL AIRPORT. OWNERSHIP--
 AJ8301'AMES MUNICIPAL AIRPORT, AIRPORT MANAGER STEVE SALVO, PHONE
 AJ8301'NUMBER (515) 239-5279. CONTACT THE AIRPORT MANAGER AT LEAST SEVEN
 AJ8301'DAYS IN ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
 AJ8301' 
 AJ8301'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE ROUTE 35
 AJ8301'AND US ROUTE 30, PROCEED WEST 2.0 MI ALONG US ROUTE 30 TO THE EXIT
 AJ8301'FOR STATE ROUTE 69 (SOUTH DUFF AVE). PROCEED SOUTH 0.25 MI ALONG
 AJ8301'STATE ROUTE 69 TO THE JUNCTION OF AIRPORT ROAD ON THE RIGHT. TURN
 AJ8301'RIGHT AND PROCEED WEST 0.65 MI ALONG AIRPORT ROAD TO THE
 AJ8301'JUNCTION OF AIRPORT DRIVE ON THE LEFT. TURN LEFT AND PROCEED
 AJ8301'SOUTHERLY 0.1 MI ALONG AIRPORT DRIVE TO THE AIRPORT ACCESS ROAD
 AJ8301'ON THE RIGHT. TURN RIGHT AND PROCEED WEST AND SOUTH 0.05 MI
 AJ8301'ALONG THE AIRPORT ACCESS ROAD TO A GATE ON THE RIGHT, ON THE
 AJ8301'NORTH SIDE OF THE TERMINAL. TURN RIGHT AND PROCEED WEST
 AJ8301'THROUGH THE GATE AND THENCE SOUTHWEST 0.08 MI ALONG THE RAMP
 AJ8301'TO THE JUNCTION OF A TAXIWAY PARALLELING RUNWAY 13-33. CONTINUE
 AJ8301'SOUTHWEST 0.25 MI ALONG THE TAXIWAY TO THE JUNCTION OF RUNWAY
 AJ8301'01-19. PROCEED SOUTHWEST 0.11 MI ACROSS RUNWAY 01-19 AND ALONG
 AJ8301'THE TAXIWAY TO THE STATION ON THE LEFT SET ON A SMALL RISE,
 AJ8301'APPROXIMATELY 0.12 MI FROM THE APPROACH END OF RUNWAY 33.
 AJ8301' 
 AJ8301'THE STATION IS LOCATED 65.90 M ON AN AZIMUTH OF 261 DEGREES FROM A
 AJ8301'FENCE CORNER, 45.50 M ON AN AZIMUTH OF 46 DEGREES FROM THE
 AJ8301'CENTERLINE OF THE TAXIWAY PARALLEL TO RUNWAY 13-33, 7.25 M ON AN
 AJ8301'AZIMUTH OF 183 DEGREES FROM THE EDGE OF A FIELD, AND 1.00 M ON AN
 AJ8301'AZIMUTH OF 226 DEGREES FROM A CARSONITE WITNESS POST. THE
 AJ8301'STATION IS A PUNCHMARK SET IN THE TOP OF A STAINLESS STEEL ROD
 AJ8301'DRIVEN TO A REFUSAL DEPTH OF 14.25 M, ENCASED IN A 1 M FINNED SLEEVE
 AJ8301'FILLED WITH NON-TOXIC GREASE AND SURROUNDED BY A 5 INCH PVC PIPE
 AJ8301'FILLED WITH SAND AND RECESSED 8 CM BENEATH A STANDARD NGS LOGO
 AJ8301'CAP STAMPED-- AMW D 2000-- ENCASED IN A 0.3 M DIAMETER ROUND
 AJ8301'CONCRETE COLLAR WITH AN IMBEDDED IRON ROD AND IS RECESSED 5 CM
 AJ8301'BENEATH THE GROUND. THE SLEEVE DEPTH DOES NOT MEET THE
 AJ8301'SPECIFICATIONS FOR A CLASS A MARK. THIS STATION IS DESIGNATED AS THE
 AJ8301'PRIMARY AIRPORT CONTROL STATION.
 AJ8301' 
 AJ8301' 
 AJ8301' 
 AJ8301' 
 AJ8301' 
 AJ8301' 
 AJ8301'
 AJ8301
 AJ8301                          STATION RECOVERY (2002)
 AJ8301
 AJ8301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002
 AJ8301'RECOVERED AS DESCRIBED
 AJ8301'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8302 ***********************************************************************
 AJ8302  SACS        -  This is a Secondary Airport Control Station.
 AJ8302  DESIGNATION -  AMW E
 AJ8302  PID         -  AJ8302
 AJ8302  STATE/COUNTY-  IA/STORY
 AJ8302  USGS QUAD   -  HUXLEY (1975)
 AJ8302
 AJ8302                         *CURRENT SURVEY CONTROL
 AJ8302  ___________________________________________________________________
 AJ8302* NAD 83(1996)-  41 59 13.14151(N)    093 37 26.76926(W)     ADJUSTED  
 AJ8302* NAVD 88     -       286.87   (meters)     941.2    (feet)  GPS OBS   
 AJ8302  ___________________________________________________________________
 AJ8302  X           -    -300,132.708 (meters)                     COMP
 AJ8302  Y           -  -4,738,662.195 (meters)                     COMP
 AJ8302  Z           -   4,244,701.391 (meters)                     COMP
 AJ8302  LAPLACE CORR-         -11.43  (seconds)                    DEFLEC99
 AJ8302  ELLIP HEIGHT-         257.22  (meters)          (06/15/04) GPS OBS
 AJ8302  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 AJ8302
 AJ8302  HORZ ORDER  -  FIRST
 AJ8302  ELLP ORDER  -  FOURTH    CLASS I
 AJ8302
 AJ8302.This mark is at Ames Municipal Airport (AMW)
 AJ8302
 AJ8302.The horizontal coordinates were established by GPS observations
 AJ8302.and adjusted by the National Geodetic Survey in November 2002..
 AJ8302
 AJ8302.The orthometric height was determined by GPS observations and a
 AJ8302.high-resolution geoid model.
 AJ8302
 AJ8302.GPS derived orthometric heights for airport stations designated as
 AJ8302.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8302.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8302.not indicate centimeter accuracy relative to other marks which are
 AJ8302.part of the NAVD 88 network.
 AJ8302
 AJ8302.Photographs are available for this station.
 AJ8302
 AJ8302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8302
 AJ8302.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8302
 AJ8302.The ellipsoidal height was determined by GPS observations
 AJ8302.and is referenced to NAD 83.
 AJ8302
 AJ8302.The geoid height was determined by GEOID03.
 AJ8302
 AJ8302;                    North         East     Units Scale Factor Converg.
 AJ8302;SPC IA N     - 1,054,100.190 1,489,715.757   MT  1.00001542   -0 05 02.8
 AJ8302;UTM  15      - 4,648,519.404   448,302.668   MT  0.99963289   -0 25 03.0
 AJ8302
 AJ8302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8302!SPC IA N     -   0.99995966  x   1.00001542  =   0.99997508
 AJ8302!UTM  15      -   0.99995966  x   0.99963289  =   0.99959256
 AJ8302
 AJ8302                          SUPERSEDED SURVEY CONTROL
 AJ8302
 AJ8302  ELLIP H (11/27/02)  257.24   (m)                       GP(       ) 4 1
 AJ8302  NAD 83(1996)-  41 59 13.14126(N)    093 37 26.76933(W) AD(       ) 1
 AJ8302  ELLIP H (03/18/02)  257.25   (m)                       GP(       ) 4 1
 AJ8302
 AJ8302.Superseded values are not recommended for survey control.
 AJ8302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8302.See file dsdata.txt to determine how the superseded data were derived.
 AJ8302
 AJ8302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG4830348519(NAD 83)
 AJ8302_MARKER: DD = SURVEY DISK
 AJ8302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8302_STAMPING: AMW E 2000
 AJ8302_MARK LOGO: NGS   
 AJ8302_PROJECTION: RECESSED 5 CENTIMETERS
 AJ8302_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8302+STABILITY: SURFACE MOTION
 AJ8302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8302+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2002
 AJ8302
 AJ8302  HISTORY     - Date     Condition        Report By
 AJ8302  HISTORY     - 20001215 MONUMENTED       WOOLPT
 AJ8302  HISTORY     - 20021020 GOOD             NGS
 AJ8302
 AJ8302                          STATION DESCRIPTION
 AJ8302
 AJ8302'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (BJM)
 AJ8302'THE STATION IS LOCATED APPROXIMATELY 9 MI WEST OF NEVADA, 3.5 MI
 AJ8302'SOUTH OF AMES AND IS AT THE AMES MUNICIPAL AIRPORT. OWNERSHIP--
 AJ8302'AMES MUNICIPAL AIRPORT, AIRPORT MANAGER STEVE SALVO, PHONE
 AJ8302'NUMBER (515) 239-5279. CONTACT THE AIRPORT MANAGER AT LEAST SEVEN
 AJ8302'DAYS IN ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
 AJ8302' 
 AJ8302'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE ROUTE 35
 AJ8302'AND US ROUTE 30, PROCEED WEST 2.0 MI ALONG US ROUTE 30 TO THE EXIT
 AJ8302'FOR STATE ROUTE 69 (SOUTH DUFF AVE). PROCEED SOUTH 0.25 MI ALONG
 AJ8302'STATE ROUTE 69 TO THE JUNCTION OF AIRPORT ROAD ON THE RIGHT. TURN
 AJ8302'RIGHT AND PROCEED WEST 0.65 MI ALONG AIRPORT ROAD TO THE
 AJ8302'JUNCTION OF AIRPORT DRIVE ON THE LEFT. TURN LEFT AND PROCEED
 AJ8302'SOUTHERLY 0.1 MI ALONG AIRPORT DRIVE TO THE AIRPORT ACCESS ROAD
 AJ8302'ON THE RIGHT. TURN RIGHT AND PROCEED WEST AND SOUTH 0.05 MI
 AJ8302'ALONG THE AIRPORT ACCESS ROAD TO A GATE ON THE RIGHT, ON THE
 AJ8302'NORTH SIDE OF THE TERMINAL. TURN RIGHT AND PROCEED WEST
 AJ8302'THROUGH THE GATE AND THENCE SOUTHWEST 0.08 MI ALONG THE RAMP
 AJ8302'TO THE JUNCTION OF A TAXIWAY PARALLELING RUNWAY 13-33. CONTINUE
 AJ8302'SOUTHWEST 0.20 MI ALONG THE TAXIWAY TO THE JUNCTION OF
 AJ8302'THE PARALLEL TAXIWAY FOR RUNWAY 01-19. TURN RIGHT AND PROCEED
 AJ8302'SOUTHEAST 0.55 MI ALONG THE TAXIWAY TO THE STATION ON THE LEFT,
 AJ8302'SET ONLINE WITH THE NORTHERLY EDGE OF A RUNUP PAD.
 AJ8302' 
 AJ8302'THE STATION IS LOCATED 71.65 M ON AN AZIMUTH OF 320 DEGREES FROM
 AJ8302'THE EDGE OF PAVEMENT OF RUNWAY 01-19, 63.12 M ON AN AZIMUTH OF 55
 AJ8302'DEGREES FROM THE CENTERLINE OF A CROSS TAXIWAY LEADING TO
 AJ8302'RUNWAY 01-19, AND 35.62 M ON AN AZIMUTH OF 140 DEGREES FROM THE
 AJ8302'EDGE OF THE PARALLEL TAXIWAY. THE STATION IS A STANDARD NGS
 AJ8302'HORIZONTAL CONTROL DISK STAMPED-- AMW E 2000-- IN THE TOP OF A 0.3 M
 AJ8302'DIAMETER ROUND CONCRETE MONUMENT 1.3 M IN DEPTH, WITH AN
 AJ8302'IMBEDDED IRON ROD AND IS RECESSED 5 CM BENEATH THE GROUND. THIS
 AJ8302'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8302' 
 AJ8302' 
 AJ8302' 
 AJ8302' 
 AJ8302' 
 AJ8302' 
 AJ8302'
 AJ8302
 AJ8302                          STATION RECOVERY (2002)
 AJ8302
 AJ8302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002
 AJ8302'RECOVERED AS DESCRIBED
 AJ8302'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8303 ***********************************************************************
 AJ8303  SACS        -  This is a Secondary Airport Control Station.
 AJ8303  DESIGNATION -  AMW F
 AJ8303  PID         -  AJ8303
 AJ8303  STATE/COUNTY-  IA/STORY
 AJ8303  USGS QUAD   -  SLATER (1975)
 AJ8303
 AJ8303                         *CURRENT SURVEY CONTROL
 AJ8303  ___________________________________________________________________
 AJ8303* NAD 83(1996)-  41 59 55.26182(N)    093 37 31.13490(W)     ADJUSTED  
 AJ8303* NAVD 88     -       281.00   (meters)     921.9    (feet)  GPS OBS   
 AJ8303  ___________________________________________________________________
 AJ8303  X           -    -300,177.752 (meters)                     COMP
 AJ8303  Y           -  -4,737,783.801 (meters)                     COMP
 AJ8303  Z           -   4,245,663.436 (meters)                     COMP
 AJ8303  LAPLACE CORR-         -11.78  (seconds)                    DEFLEC99
 AJ8303  ELLIP HEIGHT-         251.44  (meters)          (06/15/04) GPS OBS
 AJ8303  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AJ8303
 AJ8303  HORZ ORDER  -  FIRST
 AJ8303  ELLP ORDER  -  FOURTH    CLASS I
 AJ8303
 AJ8303.This mark is at Ames Municipal Airport (AMW)
 AJ8303
 AJ8303.The horizontal coordinates were established by GPS observations
 AJ8303.and adjusted by the National Geodetic Survey in November 2002..
 AJ8303
 AJ8303.The orthometric height was determined by GPS observations and a
 AJ8303.high-resolution geoid model.
 AJ8303
 AJ8303.GPS derived orthometric heights for airport stations designated as
 AJ8303.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8303.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8303.not indicate centimeter accuracy relative to other marks which are
 AJ8303.part of the NAVD 88 network.
 AJ8303
 AJ8303.Photographs are available for this station.
 AJ8303
 AJ8303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8303
 AJ8303.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8303
 AJ8303.The ellipsoidal height was determined by GPS observations
 AJ8303.and is referenced to NAD 83.
 AJ8303
 AJ8303.The geoid height was determined by GEOID03.
 AJ8303
 AJ8303;                    North         East     Units Scale Factor Converg.
 AJ8303;SPC IA N     - 1,055,399.921 1,489,617.191   MT  1.00001304   -0 05 05.8
 AJ8303;UTM  15      - 4,649,819.191   448,211.702   MT  0.99963300   -0 25 06.3
 AJ8303
 AJ8303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8303!SPC IA N     -   0.99996057  x   1.00001304  =   0.99997360
 AJ8303!UTM  15      -   0.99996057  x   0.99963300  =   0.99959358
 AJ8303
 AJ8303                          SUPERSEDED SURVEY CONTROL
 AJ8303
 AJ8303  ELLIP H (11/27/02)  251.47   (m)                       GP(       ) 4 1
 AJ8303  NAD 83(1996)-  41 59 55.26157(N)    093 37 31.13497(W) AD(       ) 1
 AJ8303  ELLIP H (03/18/02)  251.47   (m)                       GP(       ) 4 1
 AJ8303
 AJ8303.Superseded values are not recommended for survey control.
 AJ8303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8303.See file dsdata.txt to determine how the superseded data were derived.
 AJ8303
 AJ8303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG4821249819(NAD 83)
 AJ8303_MARKER: DD = SURVEY DISK
 AJ8303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8303_STAMPING: AMW F 2000
 AJ8303_MARK LOGO: NGS   
 AJ8303_PROJECTION: RECESSED 7 CENTIMETERS
 AJ8303_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8303+STABILITY: SURFACE MOTION
 AJ8303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8303+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2002
 AJ8303
 AJ8303  HISTORY     - Date     Condition        Report By
 AJ8303  HISTORY     - 20001215 MONUMENTED       WOOLPT
 AJ8303  HISTORY     - 20021020 GOOD             NGS
 AJ8303
 AJ8303                          STATION DESCRIPTION
 AJ8303
 AJ8303'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (BJM)
 AJ8303'THE STATION IS LOCATED APPROXIMATELY 9 MI WEST OF NEVADA, 3.5 MI
 AJ8303'SOUTH OF AMES AND IS AT THE AMES MUNICIPAL AIRPORT. OWNERSHIP--
 AJ8303'AMES MUNICIPAL AIRPORT, AIRPORT MANAGER STEVE SALVO, PHONE
 AJ8303'NUMBER (515) 239-5279. CONTACT THE AIRPORT MANAGER AT LEAST SEVEN
 AJ8303'DAYS IN ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
 AJ8303' 
 AJ8303'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE ROUTE 35
 AJ8303'AND US ROUTE 30, PROCEED WEST 2.0 MI ALONG US ROUTE 30 TO THE EXIT
 AJ8303'FOR STATE ROUTE 69 (SOUTH DUFF AVE). PROCEED SOUTH 0.25 MI ALONG
 AJ8303'STATE ROUTE 69 TO THE JUNCTION OF AIRPORT ROAD ON THE RIGHT. TURN
 AJ8303'RIGHT AND PROCEED WEST 0.65 MI ALONG AIRPORT ROAD TO THE
 AJ8303'JUNCTION OF AIRPORT DRIVE ON THE LEFT. TURN LEFT AND PROCEED
 AJ8303'SOUTHERLY 0.1 MI ALONG AIRPORT DRIVE TO THE AIRPORT ACCESS ROAD
 AJ8303'ON THE RIGHT. TURN RIGHT AND PROCEED WEST AND SOUTH 0.05 MI
 AJ8303'ALONG THE AIRPORT ACCESS ROAD TO A GATE ON THE RIGHT, ON THE
 AJ8303'NORTH SIDE OF THE TERMINAL. TURN RIGHT AND PROCEED WEST
 AJ8303'THROUGH THE GATE AND THENCE WESTERLY 0.05 MI ACROSS THE RAMP TO
 AJ8303'THE TAXIWAY LEADING TO THE APPROACH END OF RUNWAY 33 AND THE
 AJ8303'MAINTENANCE HANGAR DIRECTLY AHEAD. TURN LEFT AND PROCEED WEST
 AJ8303'50 M ALONG THE TAXIWAY TO THE STATION ON THE LEFT IN THE MEDIAN
 AJ8303'BETWEEN THE TARMAC AND THE TAXIWAY, BEFORE THE HOLD SHORT LINE,
 AJ8303'AND ONLINE WITH A PAIR OF TAXIWAY REFLECTORS.
 AJ8303' 
 AJ8303'THE STATION IS LOCATED 29.54 M ON AN AZIMUTH OF 154 DEGREES FROM
 AJ8303'THE EDGE OF PAVEMENT OF THE TAXIWAY AT A PAIR OF REFLECTORS, 33.80
 AJ8303'M ON AN AZIMUTH OF 116 DEGREES FROM THE EDGE OF PAVEMENT OF THE
 AJ8303'TAXIWAY AT THE CENTERLINE OF THE HOLD LINE, AND 60.70 M ON AN
 AJ8303'AZIMUTH OF 53 DEGREES FROM THE EDGE OF PAVEMENT FOR RUNWAY
 AJ8303'13-33. THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK
 AJ8303'STAMPED-- AMW F 2000-- SET IN THE TOP OF A 0.3 M DIAMETER ROUND
 AJ8303'CONCRETE MONUMENT 1.2 M IN DEPTH, WITH AN IMBEDDED IRON ROD AND
 AJ8303'IS RECESSED 7 CM BENEATH THE GROUND. THIS STATION IS DESIGNATED AS
 AJ8303'A SECONDARY AIRPORT CONTROL STATION.
 AJ8303' 
 AJ8303' 
 AJ8303' 
 AJ8303' 
 AJ8303' 
 AJ8303' 
 AJ8303'
 AJ8303
 AJ8303                          STATION RECOVERY (2002)
 AJ8303
 AJ8303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002
 AJ8303'RECOVERED AS DESCRIBED
 AJ8303'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1162 ***********************************************************************
 MJ1162  DESIGNATION -  ANDERSEN
 MJ1162  PID         -  MJ1162
 MJ1162  STATE/COUNTY-  IA/AUDUBON
 MJ1162  USGS QUAD   -  KIMBALLTON (1978)
 MJ1162
 MJ1162                         *CURRENT SURVEY CONTROL
 MJ1162  ___________________________________________________________________
 MJ1162* NAD 83(1996)-  41 41 44.20481(N)    095 03 48.30057(W)     ADJUSTED  
 MJ1162* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 MJ1162  ___________________________________________________________________
 MJ1162  LAPLACE CORR-           7.63  (seconds)                    DEFLEC99
 MJ1162  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 MJ1162
 MJ1162  HORZ ORDER  -  SECOND
 MJ1162
 MJ1162.The horizontal coordinates were established by classical geodetic methods
 MJ1162.and adjusted by the National Geodetic Survey in May 1999..
 MJ1162
 MJ1162.The orthometric height was scaled from a topographic map.
 MJ1162
 MJ1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1162
 MJ1162.The geoid height was determined by GEOID03.
 MJ1162
 MJ1162;                    North         East     Units Scale Factor Converg.
 MJ1162;SPC IA S     -   189,469.625   369,863.142   MT  0.99998560   -1 01 47.4
 MJ1162;UTM  15      - 4,618,038.389   328,296.412   MT  0.99996281   -1 22 22.3
 MJ1162
 MJ1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1162!SPC IA S     -   0.99993149  x   0.99998560  =   0.99991709
 MJ1162!UTM  15      -   0.99993149  x   0.99996281  =   0.99989430
 MJ1162
 MJ1162                          SUPERSEDED SURVEY CONTROL
 MJ1162
 MJ1162  NAD 83(1996)-  41 41 44.20469(N)    095 03 48.30536(W) AD(       ) 2
 MJ1162  NAD 83(1986)-  41 41 44.20416(N)    095 03 48.30671(W) AD(       ) 2
 MJ1162  NAD 27      -  41 41 44.25200(N)    095 03 47.34100(W) AD(       ) 2
 MJ1162
 MJ1162.Superseded values are not recommended for survey control.
 MJ1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1162.See file dsdata.txt to determine how the superseded data were derived.
 MJ1162
 MJ1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG2829618038(NAD 83)
 MJ1162_MARKER: DS = TRIANGULATION STATION DISK
 MJ1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1162_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1162+STABILITY: SURFACE MOTION
 MJ1162
 MJ1162  HISTORY     - Date     Condition        Report By
 MJ1162  HISTORY     - 1930     MONUMENTED       CGS
 MJ1162
 MJ1162                          STATION DESCRIPTION
 MJ1162
 MJ1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MJ1162'STATION IS ABOUT 6-1/2 MILES W AND 1/2 MILE S OF AUDUBON,
 MJ1162'IN THE NE CORNER OF A FARM OWNED AND OCCUPIED BY OTTO ANDERSEN.
 MJ1162'THE STATION IS 0.45 MILE N OF A SECTION-LINE ROAD AND 0.45
 MJ1162'MILE E OF A SECTION-LINE ROAD ON THE HIGHEST HILL IN THE VICINITY
 MJ1162'AND IN CULTIVATED LAND, ABOUT 720 YARDS NE OF ANDERSENS HOUSE.
 MJ1162'THE MARK IS FLUSH AND IS ABOUT 720 YARDS NE OF ANDERSENS
 MJ1162'HOUSE.  THE MARK IS FLUSH AND IS LOCATED 0.15 METER N OF A
 MJ1162'FENCE AND 19 METERS W OF A FENCE CORNER.
 MJ1162'
 MJ1162'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MJ1162'DISKS SET IN CONCRETE.
 MJ1162'
 MJ1162'REFERENCE MARK NO. 1, A FLUSH MARK, IS 34.35 METERS N OF THE
 MJ1162'ABOVE FENCE CORNER, AND 0.34 METER W OF A FENCE LINE.  REFERENCE
 MJ1162'MARK NO. 2, A FLUSH MARK, IS ABOUT 160 METERS E OF THE
 MJ1162'SECTION-LINE ROAD, AND 1.05 METERS SW OF A GATEPOST ON WHICH
 MJ1162'THREE FENCE LINES ARE CONNECTED.
 MJ1162'
 MJ1162'TO REACH THE STATION FROM AUDUBON CROSS TO THE W SIDE OF THE
 MJ1162'TRACKS AND GO S ON COUNTY ROUTE P, 1 MILE, THENCE STRAIGHT
 MJ1162'W 7 MILES TO A CORNER, AND THERE IS A SCHOOL IN THE SW CORNER.
 MJ1162'TURN S HERE 0.5 MILE TO A LANE GOING E ALONG A FENCE.  FOLLOW
 MJ1162'LANE E 0.45 MILE TO THE STATION.
 MJ1162'
 MJ1162'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0890 ***********************************************************************
 NL0890  DESIGNATION -  ANDERSON
 NL0890  PID         -  NL0890
 NL0890  STATE/COUNTY-  IA/BUENA VISTA
 NL0890  USGS QUAD   -  VARINA (1979)
 NL0890
 NL0890                         *CURRENT SURVEY CONTROL
 NL0890  ___________________________________________________________________
 NL0890* NAD 83(1996)-  42 44 06.95095(N)    094 59 32.93095(W)     ADJUSTED  
 NL0890* NAVD 88     -       400.     (meters)    1312.     (feet)  SCALED    
 NL0890  ___________________________________________________________________
 NL0890  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 NL0890  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 NL0890
 NL0890  HORZ ORDER  -  FIRST
 NL0890
 NL0890.The horizontal coordinates were established by classical geodetic methods
 NL0890.and adjusted by the National Geodetic Survey in May 1999..
 NL0890
 NL0890.The orthometric height was scaled from a topographic map.
 NL0890
 NL0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0890
 NL0890.The geoid height was determined by GEOID03.
 NL0890
 NL0890;                    North         East     Units Scale Factor Converg.
 NL0890;SPC IA N     - 1,138,287.850 1,377,793.441   MT  0.99994606   -1 00 41.5
 NL0890;UTM  15      - 4,733,341.938   336,898.029   MT  0.99992729   -1 21 08.7
 NL0890
 NL0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0890!SPC IA N     -   0.99994176  x   0.99994606  =   0.99988783
 NL0890!UTM  15      -   0.99994176  x   0.99992729  =   0.99986906
 NL0890
 NL0890:                Primary Azimuth Mark                     Grid Az
 NL0890:SPC IA N     -  MARATHON MUNICIPAL TANK                  004 03 59.0
 NL0890:UTM  15      -  MARATHON MUNICIPAL TANK                  004 24 26.2
 NL0890
 NL0890|---------------------------------------------------------------------|
 NL0890| PID    Reference Object                     Distance      Geod. Az  |
 NL0890|                                                           dddmmss.s |
 NL0890| NL0897 MARATHON MUNICIPAL TANK             APPROX.14.0 KM 0030317.5 |
 NL0890| NL0896 ALBERT CITY MUNICIPAL TANK          APPROX. 6.2 KM 0340059.3 |
 NL0890| CI5049 ANDERSON AZ MK                                     1831732.6 |
 NL0890| CI5050 ANDERSON RM 1                        30.154 METERS 22249     |
 NL0890| NL0562 STORM LAKE ST MARYS CATH CH         APPROX.19.8 KM 2375953.4 |
 NL0890| NL0568 STORM LAKE MUNICIPAL TANK           APPROX.20.0 KM 2391248.5 |
 NL0890| NL0555 ZION EV LUTH CH SPIRE               APPROX. 6.6 KM 2473227.9 |
 NL0890| NL0891 ANDERSON RM 2                        32.506 METERS 32113     |
 NL0890|---------------------------------------------------------------------|
 NL0890
 NL0890                          SUPERSEDED SURVEY CONTROL
 NL0890
 NL0890  NAD 83(1996)-  42 44 06.95090(N)    094 59 32.93093(W) AD(       ) 1
 NL0890  NAD 83(1986)-  42 44 06.94716(N)    094 59 32.92679(W) AD(       ) 1
 NL0890  NAD 27      -  42 44 07.03000(N)    094 59 31.96400(W) AD(       ) 1
 NL0890
 NL0890.Superseded values are not recommended for survey control.
 NL0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0890.See file dsdata.txt to determine how the superseded data were derived.
 NL0890
 NL0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH3689833342(NAD 83)
 NL0890_MARKER: DS = TRIANGULATION STATION DISK
 NL0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0890
 NL0890  HISTORY     - Date     Condition        Report By
 NL0890  HISTORY     - 1940     MONUMENTED       CGS
 NL0890  HISTORY     - 1950     GOOD             CGS
 NL0890
 NL0890                          STATION DESCRIPTION
 NL0890
 NL0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0890'STATION IS LOCATED ABOUT 9 MILES SOUTH OF MARATHON, 9 MILES
 NL0890'NORTHEAST OF TRUESDALE AND 12 MILES NORTHEAST OF STORM LAKE,
 NL0890'NEAR THE SOUTHWEST CORNER OF SEC. 33, T 92 N, R 35 W.  IT IS
 NL0890'AT THE SOUTHWEST CORNER OF A HAY FIELD ON PROPERTY OWNED AND
 NL0890'OCCUPIED BY H.L. ANDERSON.
 NL0890'
 NL0890'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 NL0890'STATE HIGHWAY 221 JUST EAST OF TRUESDALE, GO EAST ON STATE
 NL0890'HIGHWAY 221 FOR 8.1 MILES TO A CROSS ROAD.  (FROM THIS POINT
 NL0890'TURN RIGHT, SOUTH AND GO 0.25 MILE TO THE AZIMUTH MARK ON THE
 NL0890'RIGHT, WEST SIDE OF THE ROAD) TURN LEFT, NORTH AND GO 0.05 MILE
 NL0890'TO THE REFERENCE MARKS ON THE LEFT, WEST SIDE OF THE ROAD.
 NL0890'IT WILL BE NECESSARY TO MEASURE FROM REFERENCE MARKS TO FIND
 NL0890'STATION WHICH IS 18 INCHES UNDERGROUND.
 NL0890'
 NL0890'THE STATION MARK IS SET IN CONCRETE 18 INCHES BELOW THE SURFACE
 NL0890'AND IS STAMPED ANDERSON 1940.  IT IS 12 FEET EAST OF A FENCE AND
 NL0890'37 FEET EAST OF THE CENTER OF A GRAVEL ROAD.
 NL0890'
 NL0890'R.M. NO. 1 IS STAMPED ANDERSON NO. 1 1940 AND PROJECTS 8
 NL0890'INCHES.  IT IS 1 FOOT EAST OF A FENCE, 28 FEET WEST OF THE
 NL0890'CENTER OF A GRAVEL ROAD AND 12 FEET NORTH OF A TELEPHONE POLE.
 NL0890'
 NL0890'R.M. NO. 2 IS STAMPED ANDERSON NO. 2 1940 AND PROJECTS 8
 NL0890'INCHES.  IT IS 29 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 NL0890'1.5 FEET EAST OF A FENCE AND 42 FEET SOUTH OF A TELEPHONE POLE.
 NL0890'
 NL0890'THE AZIMUTH MARK IS STAMPED ANDERSON 1940 AND PROJECTS 12
 NL0890'INCHES.  IT IS 26 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 NL0890'2 FEET EAST OF A FENCE AND 10 FEET NORTHEAST OF A TELEPHONE
 NL0890'POLE.  2 FEET EAST OF A WHITE REFERENCE POST.
 NL0890'
 NL0890'NOTE.  THERE IS A WHITE REFERENCE POST 8 FEET WEST OF THE
 NL0890'STATION MARK.
 NL0890'
 NL0890'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NL0890
 NL0890                          STATION RECOVERY (1950)
 NL0890
 NL0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0890'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NL0890'FOUND IN GOOD CONDITION.  HOWEVER THE ROAD HAS BEEN WIDENED
 NL0890'AND REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK HAVE
 NL0890'BEEN MOVED.  A NEW DESCRIPTION FOLLOWS.
 NL0890'
 NL0890'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF MARATHON AND
 NL0890'9 MILES NORTH OF NEWELL.  IT IS SET IN THE EAST RIGHT-OF-WAY
 NL0890'ROAD BANK OF A NORTH-SOUTH GRAVEL ROAD, 39 FEET EAST OF THE
 NL0890'CENTERLINE OF THE ROAD, 23 FEET NORTH OF A POWER POLE WITH
 NL0890'A TRIANGLE BLAZE, AND 3.6 FEET WEST OF A RIGHT-OF-WAY FENCE.
 NL0890'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND, AND
 NL0890'THE DISK IS STAMPED ANDERSON 1940.
 NL0890'
 NL0890'REFERENCE MARK NO. 1 IS 30 FEET WEST OF THE CENTERLINE OF
 NL0890'THE ROAD, AND 11 FEET EAST OF A RIGHT-OF-WAY FENCE.  THE MARK
 NL0890'IS SET FLUSH WITH THE SURFACE OF THE BOTTOM OF THE ROAD DITCH,
 NL0890'AND THE DISK IS STAMPED ANDERSON NO 1 1940.
 NL0890'
 NL0890'REFERENCE MARK NO. 2 IS SET IN THE BOTTOM OF THE WEST ROAD
 NL0890'DITCH, 33 FEET WEST OF THE CENTERLINE OF THE ROAD, 9.9 FEET
 NL0890'EAST OF A FENCE, AND 9 FEET EAST OF A WITNESS POST.  THE
 NL0890'MARK IS SET FOUR INCHES ABOVE THE SURFACE OF THE GROUND AND
 NL0890'THE DISK IS STAMPED ANDERSON NO 2 1940.  A TRAVERSE
 NL0890'CONNECTION WAS MADE FROM ANDERSON 1940 (TRUE) TO THIS MARK.
 NL0890'THE DISTANCE IS 32.506 METERS (106.65 FEET) NORTHWEST.
 NL0890'
 NL0890'THE AZIMUTH MARK IS SET IN THE BOTTOM OF THE WEST ROAD DITCH,
 NL0890'26 FEET WEST OF THE CENTERLINE OF THE ROAD, 15 FEET EAST-NORTHEAST
 NL0890'OF A TELEPHONE POLE AND 13 FEET EAST OF A FENCE.  THE MARK IS
 NL0890'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 NL0890'STAMPED ANDERSON 1940.
 NL0890'
 NL0890'THE STATION MARK IS DIRECTLY BENEATH A POWER LINE AND A
 NL0890'TOWER COULD NOT BE BUILT.  A TOWER WAS BUILT OVER REFERENCE
 NL0890'MARK NO. 2 AND IT WAS OCCUPIED AS AN ECCENTRIC STATION.
 NL0890'
 NL0890'THE ARROW ON REFERENCE MARK NO. 2 DOES NOT POINT TOWARD THE
 NL0890'STATION.
 NL0890'
 NL0890'TO REACH FROM THE RAILROAD STATION IN NEWELL, GO NORTH ON
 NL0890'HARD SURFACED ROAD 0.6 MILE TO A T-INTERSECTION, TURN RIGHT
 NL0890'(EAST) 0.45 MILE TO A T-INTERSECTION, TURN LEFT (NORTH) ON
 NL0890'COUNTY ROUTE D 8.4 MILES TO THE STATION ON THE RIGHT OR EAST
 NL0890'SIDE OF THE ROAD.
 NL0890'
 NL0890'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.25
 NL0890'MILE TO THE MARK ON THE RIGHT OR WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0722 ***********************************************************************
 MG0722  DESIGNATION -  ANDERSON
 MG0722  PID         -  MG0722
 MG0722  STATE/COUNTY-  IA/SCOTT
 MG0722  USGS QUAD   -  ANDALUSIA (1991)
 MG0722
 MG0722                         *CURRENT SURVEY CONTROL
 MG0722  ___________________________________________________________________
 MG0722* NAD 83(1996)-  41 29 26.69250(N)    090 39 24.71349(W)     ADJUSTED  
 MG0722* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 MG0722  ___________________________________________________________________
 MG0722  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MG0722  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0722
 MG0722  HORZ ORDER  -  SECOND
 MG0722
 MG0722.The horizontal coordinates were established by classical geodetic methods
 MG0722.and adjusted by the National Geodetic Survey in May 1999..
 MG0722
 MG0722.The orthometric height was scaled from a topographic map.
 MG0722
 MG0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0722
 MG0722.The geoid height was determined by GEOID03.
 MG0722
 MG0722;                    North         East     Units Scale Factor Converg.
 MG0722;SPC IA S     -   169,427.084   737,373.176   MT  0.99996114   +1 52 22.0
 MG0722;SPC IL W     -   535,640.131   659,066.850   MT  0.99996179   -0 19 29.1
 MG0722;SPC IL W     - 1,757,346.00  2,162,288.49   sFT  0.99996179   -0 19 29.1
 MG0722;UTM  15      - 4,595,887.555   695,599.146   MT  1.00007085   +1 33 10.1
 MG0722
 MG0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0722!SPC IA S     -   0.99996955  x   0.99996114  =   0.99993069
 MG0722!SPC IL W     -   0.99996955  x   0.99996179  =   0.99993134
 MG0722!UTM  15      -   0.99996955  x   1.00007085  =   1.00004039
 MG0722
 MG0722                          SUPERSEDED SURVEY CONTROL
 MG0722
 MG0722  NAD 83(1986)-  41 29 26.69432(N)    090 39 24.72367(W) AD(       ) 2
 MG0722  NAD 27      -  41 29 26.58100(N)    090 39 24.22000(W) AD(       ) 2
 MG0722
 MG0722.Superseded values are not recommended for survey control.
 MG0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0722.See file dsdata.txt to determine how the superseded data were derived.
 MG0722
 MG0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF9559995888(NAD 83)
 MG0722_MARKER: P = PIPE CAP
 MG0722_SETTING: 0 = UNSPECIFIED SETTING
 MG0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0722
 MG0722  HISTORY     - Date     Condition        Report By
 MG0722  HISTORY     - 1927     MONUMENTED       MRC
 MG0722  HISTORY     - 1930     GOOD             CGS
 MG0722  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 MG0722
 MG0722                          STATION DESCRIPTION
 MG0722
 MG0722'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1927 (JSB)
 MG0722'A TRIANGULATION STATION OF THE MISSISSIPPI RIVER SURVEY AND
 MG0722'DESCRIBED BY THEM AS FOLLOWS--
 MG0722'
 MG0722'TILE AND PIPE ON IOWA SIDE ON TOP OF BLUFF, ONE FOURTH
 MG0722'MILE DIRECTLY BACK FROM FAIRVIEW SCHOOLHOUSE AT ROADSIDE,
 MG0722'3 METERS SOUTH OF FENCE ON NORTH SIDE OF ROAD, 100 METERS
 MG0722'WEST OF FENCE CORNER ON NORTH SIDE OF ROAD AND 300 METERS
 MG0722'EAST OF LARGE RED BARN, WHICH STANDS ON NORTH SIDE OF ROAD
 MG0722'OPPOSITE A DWELLING HOUSE.
 MG0722'
 MG0722'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 MG0722'THE SURFACE MARK IS AN IRON PIPE WITH CAP ON TOP.  THE PIPE
 MG0722'PROJECTS ABOUT 10 INCHES ABOVE THE SURFACE AND IS PLAINLY
 MG0722'SEEN FROM THE ROAD.  IT IS BEST REACHED FROM DAVENPORT.  TAKE
 MG0722'CONCRETE ROAD DOWN THE RIVER VALLEY TO A ROAD LEADING UP
 MG0722'THE BLUFF ABOUT 1/4 MILE ABOVE THE FAIRVIEW SCHOOLHOUSE.
 MG0722
 MG0722                          STATION RECOVERY (1930)
 MG0722
 MG0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0722'RECOVERED AS DESCRIBED.  TO REACH FROM DAVENPORT FOLLOW U.S.
 MG0722'HIGHWAY 61 SOUTH ALONG RIVER ABOUT 4 MILES TO OILED ROAD
 MG0722'LEADING UP HILL TO WEST ABOUT 1/4 MILE N OF THE FAIRVIEW
 MG0722'SCHOOLHOUSE.  TAKE THIS ROAD UP HILL TO STATION WHICH IS ON
 MG0722'FENCE LINE ON N SIDE OF ROAD.  THE IRON PIPE PROTRUDES ABOUT
 MG0722'A FOOT ABOVE THE SURFACE AND CAN EASILY BE SEEN.  THE FENCES
 MG0722'MENTIONED IN THE ORIGINAL DESCRIPTION ARE GONE.  THE BARN
 MG0722'STILL REMAINS.
 MG0722
 MG0722                          STATION RECOVERY (1996)
 MG0722
 MG0722'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0891 ***********************************************************************
 NL0891  DESIGNATION -  ANDERSON RM 2
 NL0891  PID         -  NL0891
 NL0891  STATE/COUNTY-  IA/BUENA VISTA
 NL0891  USGS QUAD   -  VARINA (1979)
 NL0891
 NL0891                         *CURRENT SURVEY CONTROL
 NL0891  ___________________________________________________________________
 NL0891* NAD 83(1996)-  42 44 07.77218(N)    094 59 33.82592(W)     ADJUSTED  
 NL0891* NAVD 88     -       400.     (meters)    1312.     (feet)  SCALED    
 NL0891  ___________________________________________________________________
 NL0891  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 NL0891  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 NL0891
 NL0891  HORZ ORDER  -  FIRST
 NL0891
 NL0891.The horizontal coordinates were established by classical geodetic methods
 NL0891.and adjusted by the National Geodetic Survey in May 1999..
 NL0891
 NL0891.The orthometric height was scaled from a topographic map.
 NL0891
 NL0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0891
 NL0891.The geoid height was determined by GEOID03.
 NL0891
 NL0891;                    North         East     Units Scale Factor Converg.
 NL0891;SPC IA N     - 1,138,313.545 1,377,773.534   MT  0.99994607   -1 00 42.1
 NL0891;UTM  15      - 4,733,367.750   336,878.276   MT  0.99992737   -1 21 09.3
 NL0891
 NL0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0891!SPC IA N     -   0.99994176  x   0.99994607  =   0.99988784
 NL0891!UTM  15      -   0.99994176  x   0.99992737  =   0.99986914
 NL0891
 NL0891|---------------------------------------------------------------------|
 NL0891| PID    Reference Object                     Distance      Geod. Az  |
 NL0891|                                                           dddmmss.s |
 NL0891| NL0890 ANDERSON                             32.506 METERS 14113     |
 NL0891| CI5050 ANDERSON RM 1                        47.472 METERS 18010     |
 NL0891| CI5049 ANDERSON AZ MK                                     1804838.4 |
 NL0891|---------------------------------------------------------------------|
 NL0891
 NL0891                          SUPERSEDED SURVEY CONTROL
 NL0891
 NL0891  NAD 83(1996)-  42 44 07.77214(N)    094 59 33.82590(W) AD(       ) 1
 NL0891  NAD 83(1986)-  42 44 07.76828(N)    094 59 33.82162(W) AD(       ) 1
 NL0891  NAD 27      -  42 44 07.85100(N)    094 59 32.85900(W) AD(       ) 1
 NL0891
 NL0891.Superseded values are not recommended for survey control.
 NL0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0891.See file dsdata.txt to determine how the superseded data were derived.
 NL0891
 NL0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH3687833368(NAD 83)
 NL0891_MARKER: DS = TRIANGULATION STATION DISK
 NL0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0891_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0891+STABILITY: SURFACE MOTION
 NL0891
 NL0891  HISTORY     - Date     Condition        Report By
 NL0891  HISTORY     - 1950     MONUMENTED       CGS
 NL0891
 NL0891                          STATION DESCRIPTION
 NL0891
 NL0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0891'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF ALBERT
 NL0891'CITY, 9 MILES NORTH OF NEWELL AND 0.05 MILE NORTH OF A ROAD
 NL0891'INTERSECTION.  IT IS 33 FEET WEST OF THE CENTERLINE OF THE
 NL0891'ROAD, 9.9 FEET EAST OF THE RIGHT-OF-WAY FENCE AND 9 FEET EAST
 NL0891'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NL0891'IS STAMPED ANDERSON NO 2 1940.  (THE ARROW ON REFERENCE MARK
 NL0891'NO. 2 IS NOT POINTING TOWARD THE STATION MARK)
 NL0891'
 NL0891'ANDERSON IS 39 FEET EAST OF THE CENTERLINE OF THE ROAD, 23
 NL0891'FEET NORTH OF A POWERLINE POLE WITH A TRIANGLE BLAZE AND 3.6
 NL0891'FEET WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK IS IN BANK
 NL0891'OF THE GRADED DITCH AND THE DISK IS STAMPED ANDERSON 1940.
 NL0891'
 NL0891'REFERENCE MARK NO. 1 IS 30 FEET WEST OF THE CENTERLINE OF
 NL0891'THE ROAD AND 11 FEET EAST OF THE RIGHT-OF-WAY FENCE.  THE MARK
 NL0891'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 NL0891'ANDERSON NO 1 1940.
 NL0891'
 NL0891'AZIMUTH MARK IS 26 FEET WEST OF THE CENTERLINE OF THE ROAD, 15
 NL0891'FEET EAST-NORTHEAST OF A TELEPHONE POLE AND 13 FEET EAST OF THE
 NL0891'RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF
 NL0891'THE GROUND AND THE DISK IS STAMPED ANDERSON 1940.
 NL0891'
 NL0891'TO REACH FROM THE RAILROAD STATION IN NEWELL, GO NORTH ON
 NL0891'HARD SURFACED ROAD 0.6 MILE TO A T-INTERSECTION, TURN RIGHT
 NL0891'(EAST) 0.45 MILE TO A T-INTERSECTION, TURN LEFT (NORTH) ON COUNTY
 NL0891'ROUTE D 8.35 MILES TO CROSSROADS, CONTINUE NORTH 0.05 MILE TO
 NL0891'THE STATION ON THE LEFT SIDE OF THE ROAD IN THE GRADER DITCH.
 NL0891'
 NL0891'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.25
 NL0891'MILE TO THE MARK ON THE RIGHT OR WEST SIDE OF THE ROAD.
 NL0891'
 NL0891'ACCORDING TO LOCAL INFORMATION THE ROAD WAS WIDENED AND THE
 NL0891'AZIMUTH AND REFERENCE MARKS WERE RESET.  THEY ARE NOW IN
 NL0891'THE GRADED DITCH OF THE ROAD.
 NL0891'
 NL0891'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 NL0891'ANDERSON TO REFERENCE MARK NO. 2.  THE DISTANCE IS AS SHOWN
 NL0891'ABOVE.  A 77 FT. SIGNAL AT SHALLER IS V.G.
 NL0891'
 NL0891'THIS STATION WAS OCCUPIED AS A POWERLINE PASSES OVER THE
 NL0891'TRUE STATION AND A TOWER COULD NOT BE BUILT.
 NL0891'
 NL0891'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1112 ***********************************************************************
 MJ1112  DESIGNATION -  ANITA OMAHA CHICAGO AIR BCN 5
 MJ1112  PID         -  MJ1112
 MJ1112  STATE/COUNTY-  IA/CASS
 MJ1112  USGS QUAD   -  ANITA (1971)
 MJ1112
 MJ1112                         *CURRENT SURVEY CONTROL
 MJ1112  ___________________________________________________________________
 MJ1112* NAD 83(1996)-  41 24 49.77845(N)    094 48 22.71853(W)     ADJUSTED  
 MJ1112* NAVD 88     -                                                        
 MJ1112  ___________________________________________________________________
 MJ1112  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 MJ1112  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 MJ1112
 MJ1112  HORZ ORDER  -  THIRD
 MJ1112
 MJ1112.The horizontal coordinates were established by classical geodetic methods
 MJ1112.and adjusted by the National Geodetic Survey in May 1999..
 MJ1112
 MJ1112
 MJ1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1112
 MJ1112.The geoid height was determined by GEOID03.
 MJ1112
 MJ1112;                    North         East     Units Scale Factor Converg.
 MJ1112;SPC IA S     -   157,824.745   390,792.590   MT  0.99995526   -0 51 37.7
 MJ1112;UTM  15      - 4,586,271.865   349,037.455   MT  0.99988047   -1 11 42.3
 MJ1112
 MJ1112                          SUPERSEDED SURVEY CONTROL
 MJ1112
 MJ1112  NAD 83(1986)-  41 24 49.77447(N)    094 48 22.73528(W) AD(       ) 4
 MJ1112  NAD 27      -  41 24 49.82100(N)    094 48 21.80400(W) AD(       ) 3
 MJ1112
 MJ1112.Superseded values are not recommended for survey control.
 MJ1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1112.See file dsdata.txt to determine how the superseded data were derived.
 MJ1112
 MJ1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF4903786272(NAD 83)
 MJ1112_MARKER: 22 = AIRWAY BEACON
 MJ1112
 MJ1112  HISTORY     - Date     Condition        Report By
 MJ1112  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1112
 MJ1112                          STATION DESCRIPTION
 MJ1112
 MJ1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1112'THIS INTERSECTION STATION IS BEACON NO. 5, BUREAU OF AERONAUTICS,
 MJ1112'DEPARTMENT OF COMMERCE, OMAHA-CHICAGO AIRWAY.  IT IS LOCATED ABOUT
 MJ1112'3.2 MILES SW OF THE TOWN OF ANITA, IOWA.  1.2 MILES S OF U.S.
 MJ1112'HIGHWAY 6, 70 FEET W OF DIRT ROAD, AND 0.3 MILE N OF 1/2-SECTION
 MJ1112'ROAD, IN SE CORNER NW 1/4 SECTION 6, T 76 N, R 34 W.  IT WAS
 MJ1112'PLACED IN ITS PRESENT LOCATION IN 1934.  IT IS ABOUT 90 FEET SE
 MJ1112'OF THE HOUSE NOW OCCUPIED BY MERLE DENNE.
 MJ1112'
 MJ1112'THE STATION IS A STANDARD AIRWAY BEACON ABOUT 60 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0674 ***********************************************************************
 MH0674  DESIGNATION -  ANKENY MUNICIPAL TANK
 MH0674  PID         -  MH0674
 MH0674  STATE/COUNTY-  IA/POLK
 MH0674  USGS QUAD   -  DES MOINES NE (1976)
 MH0674
 MH0674                         *CURRENT SURVEY CONTROL
 MH0674  ___________________________________________________________________
 MH0674* NAD 83(1996)-  41 43 45.06561(N)    093 36 34.19218(W)     ADJUSTED  
 MH0674* NAVD 88     -                                                        
 MH0674  ___________________________________________________________________
 MH0674  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 MH0674  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 MH0674
 MH0674  HORZ ORDER  -  THIRD
 MH0674
 MH0674.The horizontal coordinates were established by classical geodetic methods
 MH0674.and adjusted by the National Geodetic Survey in May 1999..
 MH0674
 MH0674
 MH0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0674
 MH0674.The geoid height was determined by GEOID03.
 MH0674
 MH0674;                    North         East     Units Scale Factor Converg.
 MH0674;SPC IA S     -   192,034.569   490,889.744   MT  0.99999083   -0 04 19.7
 MH0674;UTM  15      - 4,619,888.109   449,309.269   MT  0.99963162   -0 24 20.5
 MH0674
 MH0674                          SUPERSEDED SURVEY CONTROL
 MH0674
 MH0674  NAD 83(1986)-  41 43 45.06647(N)    093 36 34.19512(W) AD(       ) 4
 MH0674  NAD 27      -  41 43 45.10400(N)    093 36 33.41500(W) AD(       ) 3
 MH0674
 MH0674.Superseded values are not recommended for survey control.
 MH0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0674.See file dsdata.txt to determine how the superseded data were derived.
 MH0674
 MH0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG4930919888(NAD 83)
 MH0674_MARKER: 51 = TANK
 MH0674
 MH0674  HISTORY     - Date     Condition        Report By
 MH0674  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0674
 MH0674                          STATION DESCRIPTION
 MH0674
 MH0674'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0340 ***********************************************************************
 NM0340  DESIGNATION -  ANT
 NM0340  PID         -  NM0340
 NM0340  STATE/COUNTY-  IA/MONONA
 NM0340  USGS QUAD   -  HORNICK (1969)
 NM0340
 NM0340                         *CURRENT SURVEY CONTROL
 NM0340  ___________________________________________________________________
 NM0340* NAD 83(1996)-  42 10 34.60597(N)    096 00 32.19327(W)     ADJUSTED  
 NM0340* NAVD 88     -       421.137  (meters)    1381.68   (feet)  ADJUSTED  
 NM0340  ___________________________________________________________________
 NM0340  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 NM0340  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 NM0340  DYNAMIC HT  -         420.990 (meters)    1381.20  (feet)  COMP
 NM0340  MODELED GRAV-     980,260.4   (mgal)                       NAVD 88
 NM0340
 NM0340  HORZ ORDER  -  FIRST
 NM0340  VERT ORDER  -  SECOND    CLASS 0
 NM0340
 NM0340.The horizontal coordinates were established by classical geodetic methods
 NM0340.and adjusted by the National Geodetic Survey in May 1999..
 NM0340
 NM0340.The orthometric height was determined by differential leveling
 NM0340.and adjusted by the National Geodetic Survey in June 1991..
 NM0340
 NM0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0340
 NM0340.The geoid height was determined by GEOID03.
 NM0340
 NM0340.The dynamic height is computed by dividing the NAVD 88
 NM0340.geopotential number by the normal gravity value computed on the
 NM0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0340.degrees latitude (g = 980.6199 gals.).
 NM0340
 NM0340.The modeled gravity was interpolated from observed gravity values.
 NM0340
 NM0340;                    North         East     Units Scale Factor Converg.
 NM0340;SPC IA N     - 1,078,194.325 1,292,741.070   MT  0.99998191   -1 42 01.5
 NM0340;UTM  14      - 4,673,680.104   747,038.634   MT  1.00035098   +2 00 33.3
 NM0340;UTM  15      - 4,673,732.087   251,484.053   MT  1.00035999   -2 01 16.6
 NM0340
 NM0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0340!SPC IA N     -   0.99993821  x   0.99998191  =   0.99992012
 NM0340!UTM  14      -   0.99993821  x   1.00035098  =   1.00028917
 NM0340!UTM  15      -   0.99993821  x   1.00035999  =   1.00029818
 NM0340
 NM0340|---------------------------------------------------------------------|
 NM0340| PID    Reference Object                     Distance      Geod. Az  |
 NM0340|                                                           dddmmss.s |
 NM0340| CO2089 ANT RM 1                             36.243 METERS 02526     |
 NM0340| CO2090 ANT RM 2                             25.298 METERS 12952     |
 NM0340| NM0377 ANT AZ MK                                          1920940.1 |
 NM0340| NM1662 ONAWA MUNICIPAL TANK                APPROX.18.0 KM 2032229.8 |
 NM0340| NM0341 GRANT                                 2.564 METERS 23254     |
 NM0340|---------------------------------------------------------------------|
 NM0340
 NM0340                          SUPERSEDED SURVEY CONTROL
 NM0340
 NM0340  NAD 83(1996)-  42 10 34.60634(N)    096 00 32.19370(W) AD(       ) 1
 NM0340  NAD 83(1996)-  42 10 34.60612(N)    096 00 32.19362(W) AD(       ) 1
 NM0340  NAD 83(1986)-  42 10 34.60706(N)    096 00 32.19186(W) AD(       ) 1
 NM0340  NAD 27      -  42 10 34.64000(N)    096 00 31.14600(W) AD(       ) 1
 NM0340  NGVD 29 (??/??/92)  420.994  (m)         1381.21   (f) ADJ UNCH    2 0
 NM0340
 NM0340.Superseded values are not recommended for survey control.
 NM0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0340.See file dsdata.txt to determine how the superseded data were derived.
 NM0340
 NM0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM4703973680(NAD 83)
 NM0340_MARKER: DS = TRIANGULATION STATION DISK
 NM0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0340_STAMPING: ANT 1934
 NM0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0340+STABILITY: SURFACE MOTION
 NM0340
 NM0340  HISTORY     - Date     Condition        Report By
 NM0340  HISTORY     - 1934     MONUMENTED       CGS
 NM0340  HISTORY     - 1949     GOOD             NGS
 NM0340  HISTORY     - 1950     GOOD             CGS
 NM0340
 NM0340                          STATION DESCRIPTION
 NM0340
 NM0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM0340'STATION IS LOCATED 10 MILES NORTHEAST OF WHITING, ON BLUFFS
 NM0340'OVERLOOKING THE MISSOURI RIVER, IN THE NORTHEAST QUARTER OF
 NM0340'SEC. 15, T. 85 N., R. 44 W., ON HIGHEST PEAK OF KNOB AND
 NM0340'PROJECTS 4 INCHES.
 NM0340'
 NM0340'TO REACH FROM WHITING RAILROAD DEPOT GO EAST ON DIRT-ROAD
 NM0340'0.75 MILE, TURN LEFT (NORTH) ON COUNTY ROUTE E AND GO 1.95
 NM0340'MILES, TURN RIGHT (EAST) AND GO 6.4 MILES TO RAILROAD CROSSING,
 NM0340'CONTINUE 0.15 MILE, TURN LEFT (NORTH) THROUGH CUT AND GO
 NM0340'0.95 MILE, TURN RIGHT (SOUTHEAST) AND GO 0.1 MILE, TURN LEFT
 NM0340'(NORTH) INTO HOUSE, FROM HOUSE GO NORTH ALONG WEST SIDE OF
 NM0340'FIELD (DIM ROAD THAT RUNS ALONG EAST SIDE OF FENCE) 0.65
 NM0340'MILE TO GATE AT NORTH END OF FIELD, PASS THROUGH GATE AND
 NM0340'CONTINUE NORTH ABOUT 300 YARDS TO TOP OF KNOB AND STATION.
 NM0340'
 NM0340'REFERENCE MARK NO. 1 IS 36.243 METERS (118.91 FEET) NORTH-NORTHEAST
 NM0340'OF STATION AND PROJECTS ABOUT 6 INCHES.
 NM0340'
 NM0340'REFERENCE MARK NO. 2 IS 25.298 METERS (83.00 FEET) SOUTHEAST
 NM0340'OF STATION AND PROJECTS ABOUT 4 INCHES.
 NM0340'
 NM0340'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTHWEST OF STATION.
 NM0340'REACHED FROM STATION BY FOLLOWING DESCRIPTION BACK TO WHERE
 NM0340'ROAD GOES THROUGH CUT TO THE NORTH, FROM HERE GO WEST 0.45
 NM0340'MILE TO BRIDGE OVER DRAINAGE DITCH, MARK IS 60 FEET
 NM0340'NORTH-NORTHEAST OF BRIDGE, ON EAST BANK OF DRAINAGE DITCH AND
 NM0340'PROJECTS APPROXIMATELY 6 INCHES.
 NM0340'
 NM0340'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 NM0340'GRANT (MO. R.C.), AND THE DIRECTION WAS OBSERVED.  DISTANCE
 NM0340'MEASURED IS 2.580 METERS (8.46 FEET).
 NM0340'
 NM0340'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NM0340'AS DESCRIBED.
 NM0340'
 NM0340'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 NM0340
 NM0340                          STATION RECOVERY (1949)
 NM0340
 NM0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0340'5.2 MI SW FROM RODNEY.
 NM0340'3.65 MILES SOUTHWEST ALONG COUNTY ROAD A FROM THE ELEMENTARY
 NM0340'SCHOOL AT RODNEY, THENCE 0.7 MILE WEST ALONG A GRADED DIRT
 NM0340'ROAD, TO THE FARM HOME OF HERBERT MILLER AND OCCUPIED BY ROY
 NM0340'MOORE, THENCE ABOUT 300 FEET EAST OF THE HOUSE AND THROUGH THE
 NM0340'BARNLOT, THENCE 0.65 MILE NORTH THROUGH A CULTIVATED FIELD TO AN
 NM0340'EAST-WEST FENCE LINE BETWEEN THE CULTIVATED FIELD AND A PASTURE,
 NM0340'THENCE 0.15 MILE NORTH TO THE HIGHEST POINT OF THE BLUFF AND
 NM0340'THE VICINITY OF THE MARK, THE MARK IS SET IN THE TOP OF A
 NM0340'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0340
 NM0340                          STATION RECOVERY (1950)
 NM0340
 NM0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM0340'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM0340'TO BE IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 NM0340'AND THE DISTANCE AND DIRECTION TO GRANT MO. R.C. DID NOT
 NM0340'CHECK.  A COMPLETE NEW DESCRIPTION FOLLOWS.  STATION IS
 NM0340'LOCATED ABOUT 10 MILES NORTHEAST OF WHITING ON BLUFFS OVERLOOKING
 NM0340'THE MISSOURI RIVER ON HIGHEST PEAK OF KNOB.  THE MARK PROJECTS
 NM0340'ABOUT 6 INCHES AND THE DISK IS STAMPED ANT 1934.
 NM0340'
 NM0340'REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES AND THE DISK IS
 NM0340'STAMPED ANT NO 1 1934.
 NM0340'
 NM0340'REFERENCE MARK NO. 2 PROJECTS ABOUT 4 INCHES AND THE DISK IS
 NM0340'STAMPED ANT NO 2 1934.
 NM0340'
 NM0340'AZIMUTH MARK IS 60 FEET NORTH NORTHEAST OF BRIDGE OVER DRAINAGE
 NM0340'DITCH AND 1 FOOT SOUTH OF WITNESS POST.  THE MARK PROJECTS
 NM0340'ABOUT 6 INCHES AND THE DISK IS STAMPED ANT AZI 1934.
 NM0340'
 NM0340'A TRAVERSE CONNECTION WAS MADE TO STATION GRANT MO. R.C.
 NM0340'THE MARK IS A STANDARD MISSOURI RIVER COMMISSION MARK WHICH
 NM0340'PROJECTS ABOUT 12 INCHES.
 NM0340'
 NM0340'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 141
 NM0340'AND 31 IN THE NORTH EDGE OF SMITHLAND GO SOUTH AND SOUTHWEST
 NM0340'FOR 2.15 MILES TO INTERSECTION IN THE WEST EDGE OF THE SMALL
 NM0340'VILLAGE OF RODNEY.  CONTINUE SOUTHWEST ON GRAVEL ROAD FOR
 NM0340'3.9 MILES TO A T ROAD RIGHT.  TURN RIGHT AND GO WEST AND
 NM0340'NORTHWEST FOR 0.7 MILE TO DRIVEWAY ON THE RIGHT.  TURN RIGHT
 NM0340'ON DRIVEWAY AND GO TO NORTHWEST CORNER OF GARDEN.  TURN
 NM0340'RIGHT ALONG NORTH SIDE OF GARDEN FENCE TO A BOARD GATE.
 NM0340'PASS THROUGH GATE AND GO EAST TO ANOTHER BOARD GATE.  PASS
 NM0340'THROUGH GATE AND GO NORTH ACROSS FIELD TO T FENCE CORNER
 NM0340'BETWEEN TWO CULTIVATED FIELDS AND WIRE GATE.  PASS THROUGH
 NM0340'GATE AND FOLLOW NORTH-SOUTH FENCELINE ALONG EAST SIDE OF
 NM0340'FENCE FOR 0.3 MILE TO FENCE CORNER.  CONTINUE NORTH
 NM0340'ACROSS FIELD FOR 0.25 MILE TO WIRE GATE IN THE NORTHEAST
 NM0340'CORNER OF FIELD.  CONTINUE NORTHEAST AND NORTH TO TOP
 NM0340'OF BLUFF AND STATION AS DESCRIBED.
 NM0340'
 NM0340'TO REACH AZIMUTH FROM DRIVEWAY TO FARM GO NORTHWEST ON DIRT
 NM0340'ROAD FOR 0.1 MILE TO FORK LEFT.  TURN SHARP LEFT AND GO SOUTH
 NM0340'SOUTHEAST FOR 1.0 MILE TO T INTERSECTION.  TURN RIGHT AND
 NM0340'GO WEST FOR 0.45 MILE TO BRIDGE OVER DRAINAGE DITCH AND
 NM0340'AZIMUTH ON RIGHT AS DESCRIBED.
 NM0340'
 NM0340'A 4 FOOT SIGNAL AT STATION MACY 1934 IS V.G.
 NM0340'
 NM0340'A 4 FOOT SIGNAL AT STATION WASHBURN 1934 IS V.G.
 NM0340'
 NM0340'A 74 FOOT SIGNAL AT STATION SMITHLAND IS V.G.
 NM0340'
 NM0340'AN 87 FOOT SIGNAL AT STATION MILL IS V.G.
 NM0340'
 NM0340'A 4 FOOT SIGNAL AT STATION DALE IS V.G.
 NM0340'
 NM0340'AN 87 FOOT SIGNAL AT STATION MAPLETON IS V.G.
 NM0340'
 NM0340'A 4 FOOT SIGNAL AT STATION CASTANA IS V.G.
 NM0340'
 NM0340'A 100 FOOT SIGNAL AT STATION ONAWA R.M. NO 3 1948 IS V.G.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0377 ***********************************************************************
 NM0377  DESIGNATION -  ANT AZ MK
 NM0377  PID         -  NM0377
 NM0377  STATE/COUNTY-  IA/MONONA
 NM0377  USGS QUAD   -  HORNICK (1969)
 NM0377
 NM0377                         *CURRENT SURVEY CONTROL
 NM0377  ___________________________________________________________________
 NM0377* NAD 83(1986)-  42 09 15.     (N)    096 00 54.     (W)     SCALED    
 NM0377* NAVD 88     -       322.366  (meters)    1057.63   (feet)  ADJUSTED  
 NM0377  ___________________________________________________________________
 NM0377  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 NM0377  DYNAMIC HT  -         322.251 (meters)    1057.25  (feet)  COMP
 NM0377  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 NM0377
 NM0377  VERT ORDER  -  SECOND    CLASS 0
 NM0377
 NM0377.The horizontal coordinates were scaled from a topographic map and have
 NM0377.an estimated accuracy of +/- 6 seconds.
 NM0377
 NM0377.The orthometric height was determined by differential leveling
 NM0377.and adjusted by the National Geodetic Survey in June 1991..
 NM0377
 NM0377.The geoid height was determined by GEOID03.
 NM0377
 NM0377.The dynamic height is computed by dividing the NAVD 88
 NM0377.geopotential number by the normal gravity value computed on the
 NM0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0377.degrees latitude (g = 980.6199 gals.).
 NM0377
 NM0377.The modeled gravity was interpolated from observed gravity values.
 NM0377
 NM0377;                    North         East    Units  Estimated Accuracy
 NM0377;SPC IA N     - 1,075,750.    1,292,170.      MT  (+/- 180 meters Scaled)
 NM0377
 NM0377                          SUPERSEDED SURVEY CONTROL
 NM0377
 NM0377  NGVD 29 (??/??/92)  322.220  (m)         1057.15   (f) ADJ UNCH    2 0
 NM0377
 NM0377.Superseded values are not recommended for survey control.
 NM0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0377.See file dsdata.txt to determine how the superseded data were derived.
 NM0377
 NM0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM466712(NAD 83)
 NM0377_MARKER: DR = REFERENCE MARK DISK
 NM0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0377_STAMPING: ANT 1934 AZI
 NM0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0377+STABILITY: SURFACE MOTION
 NM0377
 NM0377  HISTORY     - Date     Condition        Report By
 NM0377  HISTORY     - 1934     MONUMENTED       CGS
 NM0377  HISTORY     - 1949     GOOD             NGS
 NM0377  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0377
 NM0377                          STATION DESCRIPTION
 NM0377
 NM0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0377'10.2 MI NE FROM WHITING.
 NM0377'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND
 NM0377'NORTH WESTERN RAILROAD STATION AT WHITING, THENCE 1.6 MILES
 NM0377'EAST ALONG COUNTY ROAD E, THENCE 0.5 MILE NORTH ALONG COUNTY
 NM0377'ROAD E, THENCE 6.25 MILES EAST ALONG COUNTY ROAD E, ON THE TOP
 NM0377'OF THE EAST DIKE OF A DRAINAGE DITCH, 66 FEET NORTH OF CENTER
 NM0377'LINE OF AN EAST-WEST ROAD, 59.0 FEET NORTHEAST OF THE NORTHEAST
 NM0377'CORNER OF A SMALL BRIDGE OVER A DRAINAGE DITCH, 1.4 FEET SOUTH
 NM0377'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 NM0377'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 NM0377
 NM0377                          STATION RECOVERY (1965)
 NM0377
 NM0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0339 ***********************************************************************
 NM0339  DESIGNATION -  ANT RM 1
 NM0339  PID         -  NM0339
 NM0339  STATE/COUNTY-  IA/MONONA
 NM0339  USGS QUAD   -  HORNICK (1969)
 NM0339
 NM0339                         *CURRENT SURVEY CONTROL
 NM0339  ___________________________________________________________________
 NM0339* NAD 83(1986)-  42 10 34.     (N)    096 00 32.     (W)     SCALED    
 NM0339* NAVD 88     -       415.628  (meters)    1363.61   (feet)  ADJUSTED  
 NM0339  ___________________________________________________________________
 NM0339  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 NM0339  DYNAMIC HT  -         415.484 (meters)    1363.13  (feet)  COMP
 NM0339  MODELED GRAV-     980,260.3   (mgal)                       NAVD 88
 NM0339
 NM0339  VERT ORDER  -  SECOND    CLASS 0
 NM0339
 NM0339.The horizontal coordinates were scaled from a topographic map and have
 NM0339.an estimated accuracy of +/- 6 seconds.
 NM0339
 NM0339.The orthometric height was determined by differential leveling
 NM0339.and adjusted by the National Geodetic Survey in June 1991..
 NM0339
 NM0339.The geoid height was determined by GEOID03.
 NM0339
 NM0339.The dynamic height is computed by dividing the NAVD 88
 NM0339.geopotential number by the normal gravity value computed on the
 NM0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0339.degrees latitude (g = 980.6199 gals.).
 NM0339
 NM0339.The modeled gravity was interpolated from observed gravity values.
 NM0339
 NM0339;                    North         East    Units  Estimated Accuracy
 NM0339;SPC IA N     - 1,078,180.    1,292,750.      MT  (+/- 180 meters Scaled)
 NM0339
 NM0339                          SUPERSEDED SURVEY CONTROL
 NM0339
 NM0339  NGVD 29 (??/??/92)  415.49   (m)         1363.2    (f) COMPUTED    2 0
 NM0339
 NM0339.Superseded values are not recommended for survey control.
 NM0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0339.See file dsdata.txt to determine how the superseded data were derived.
 NM0339
 NM0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM470736(NAD 83)
 NM0339_MARKER: DR = REFERENCE MARK DISK
 NM0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0339_STAMPING: ANT NO 1 1934
 NM0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0339+STABILITY: SURFACE MOTION
 NM0339
 NM0339  HISTORY     - Date     Condition        Report By
 NM0339  HISTORY     - 1934     MONUMENTED       CGS
 NM0339  HISTORY     - 1949     GOOD             NGS
 NM0339
 NM0339                          STATION DESCRIPTION
 NM0339
 NM0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0339'5.2 MI SW FROM RODNEY.
 NM0339'3.65 MILES SOUTHWEST ALONG COUNTY ROAD A FROM THE ELEMENTARY
 NM0339'SCHOOL AT RODNEY, THENCE 0.7 MILE WEST ALONG A GRADED DIRT ROAD,
 NM0339'TO THE FARM HOME OF HERBERT MILLER AND OCCUPIED BY ROY MOORE,
 NM0339'THENCE ABOUT 300 FEET EAST OF THE HOUSE AND THROUGH THE BARN
 NM0339'LOT, THENCE 0.65 MILE NORTH THROUGH A CULTIVATED FIELD TO AN
 NM0339'EAST-WEST FENCE LINE BETWEEN THE CULTIVATED FIELD AND A PASTURE,
 NM0339'THENCE 0.15 MILE NORTH TO THE HIGHEST POINT OF THE BLUFF AND THE
 NM0339'VICINITY OF THE MARK, THE MARK IS SET IN THE TOP OF A CONCRETE
 NM0339'POST AND IS 118.9 FEET NORTH NORTHEAST OF TRIANGULATION STATION
 NM0339'ANT 1934 AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0338 ***********************************************************************
 NM0338  DESIGNATION -  ANT RM 2
 NM0338  PID         -  NM0338
 NM0338  STATE/COUNTY-  IA/MONONA
 NM0338  USGS QUAD   -  HORNICK (1969)
 NM0338
 NM0338                         *CURRENT SURVEY CONTROL
 NM0338  ___________________________________________________________________
 NM0338* NAD 83(1986)-  42 10 34.     (N)    096 00 32.     (W)     SCALED    
 NM0338* NAVD 88     -       418.100  (meters)    1371.72   (feet)  ADJUSTED  
 NM0338  ___________________________________________________________________
 NM0338  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 NM0338  DYNAMIC HT  -         417.954 (meters)    1371.24  (feet)  COMP
 NM0338  MODELED GRAV-     980,260.3   (mgal)                       NAVD 88
 NM0338
 NM0338  VERT ORDER  -  SECOND    CLASS 0
 NM0338
 NM0338.The horizontal coordinates were scaled from a topographic map and have
 NM0338.an estimated accuracy of +/- 6 seconds.
 NM0338
 NM0338.The orthometric height was determined by differential leveling
 NM0338.and adjusted by the National Geodetic Survey in June 1991..
 NM0338
 NM0338.The geoid height was determined by GEOID03.
 NM0338
 NM0338.The dynamic height is computed by dividing the NAVD 88
 NM0338.geopotential number by the normal gravity value computed on the
 NM0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0338.degrees latitude (g = 980.6199 gals.).
 NM0338
 NM0338.The modeled gravity was interpolated from observed gravity values.
 NM0338
 NM0338;                    North         East    Units  Estimated Accuracy
 NM0338;SPC IA N     - 1,078,180.    1,292,750.      MT  (+/- 180 meters Scaled)
 NM0338
 NM0338                          SUPERSEDED SURVEY CONTROL
 NM0338
 NM0338  NGVD 29 (??/??/92)  417.96   (m)         1371.3    (f) COMPUTED    2 0
 NM0338
 NM0338.Superseded values are not recommended for survey control.
 NM0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0338.See file dsdata.txt to determine how the superseded data were derived.
 NM0338
 NM0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM470736(NAD 83)
 NM0338_MARKER: DR = REFERENCE MARK DISK
 NM0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0338_STAMPING: ANT NO 2 1934
 NM0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0338+STABILITY: SURFACE MOTION
 NM0338
 NM0338  HISTORY     - Date     Condition        Report By
 NM0338  HISTORY     - 1934     MONUMENTED       CGS
 NM0338  HISTORY     - 1949     GOOD             NGS
 NM0338
 NM0338                          STATION DESCRIPTION
 NM0338
 NM0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0338'5.2 MI SW FROM RODNEY.
 NM0338'3.65 MILES SOUTHWEST ALONG COUNTY ROAD A FROM THE ELEMENTARY
 NM0338'SCHOOL AT RODNEY, THENCE 0.7 MILE WEST ALONG A GRADED DIRT ROAD,
 NM0338'TO THE FARM HOME OF HERBERT MILLER AND OCCUPIED BY ROY MOORE,
 NM0338'THENCE ABOUT 300 FEET EAST OF THE HOUSE AND THROUGH THE BARN
 NM0338'LOT, THENCE 0.65 MILE NORTH THROUGH A CULTIVATED FIELD TO AN
 NM0338'EAST-WEST FENCE LINE BETWEEN THE CULTIVATED FIELD AND A PASTURE,
 NM0338'THENCE 0.15 MILE NORTH TO THE HIGHEST POINT OF THE BLUFF AND
 NM0338'THE VICINITY OF THE MARK, THE MARK IS SET IN THE TOP OF A
 NM0338'CONCRETE POST AND IS 83.0 FEET SOUTHEAST OF TRIANGULATION STATION
 NM0338'ANT 1934 AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0668 ***********************************************************************
 NL0668  DESIGNATION -  ANTHON
 NL0668  PID         -  NL0668
 NL0668  STATE/COUNTY-  IA/WOODBURY
 NL0668  USGS QUAD   -  CORRECTIONVILLE SE (1969)
 NL0668
 NL0668                         *CURRENT SURVEY CONTROL
 NL0668  ___________________________________________________________________
 NL0668* NAD 83(1996)-  42 22 28.89887(N)    095 48 21.76996(W)     ADJUSTED  
 NL0668* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 NL0668  ___________________________________________________________________
 NL0668  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 NL0668  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 NL0668
 NL0668  HORZ ORDER  -  THIRD
 NL0668
 NL0668.The horizontal coordinates were established by classical geodetic methods
 NL0668.and adjusted by the National Geodetic Survey in May 1999..
 NL0668
 NL0668.The orthometric height was scaled from a topographic map.
 NL0668
 NL0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0668
 NL0668.The geoid height was determined by GEOID03.
 NL0668
 NL0668;                    North         East     Units Scale Factor Converg.
 NL0668;SPC IA N     - 1,099,747.761 1,310,098.629   MT  0.99995837   -1 33 46.5
 NL0668;UTM  15      - 4,695,193.960   268,969.539   MT  1.00025677   -1 53 31.4
 NL0668
 NL0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0668!SPC IA N     -   0.99993683  x   0.99995837  =   0.99989521
 NL0668!UTM  15      -   0.99993683  x   1.00025677  =   1.00019359
 NL0668
 NL0668|---------------------------------------------------------------------|
 NL0668| PID    Reference Object                     Distance      Geod. Az  |
 NL0668|                                                           dddmmss.s |
 NL0668| CO2093 ANTHON RM 1                          19.500 METERS 04407     |
 NL0668| CO2094 ANTHON RM 2                          18.321 METERS 12803     |
 NL0668| CO2092 ANTHON AZ MK                                       3594556.9 |
 NL0668|---------------------------------------------------------------------|
 NL0668
 NL0668                          SUPERSEDED SURVEY CONTROL
 NL0668
 NL0668  NAD 83(1996)-  42 22 28.89900(N)    095 48 21.77002(W) AD(       ) 3
 NL0668  NAD 83(1996)-  42 22 28.89866(N)    095 48 21.76993(W) AD(       ) 3
 NL0668  NAD 83(1986)-  42 22 28.89945(N)    095 48 21.76931(W) AD(       ) 3
 NL0668  NAD 27      -  42 22 28.93200(N)    095 48 20.74500(W) AD(       ) 3
 NL0668
 NL0668.Superseded values are not recommended for survey control.
 NL0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0668.See file dsdata.txt to determine how the superseded data were derived.
 NL0668
 NL0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG6897095194(NAD 83)
 NL0668_MARKER: DS = TRIANGULATION STATION DISK
 NL0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0668
 NL0668  HISTORY     - Date     Condition        Report By
 NL0668  HISTORY     - 1950     MONUMENTED       CGS
 NL0668  HISTORY     - 1951     SEE DESCRIPTION  CGS
 NL0668
 NL0668                          STATION DESCRIPTION
 NL0668
 NL0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0668'THE STATION IS LOCATED ABOUT 3-1/4 MILES EAST AND 1-1/2 MILES
 NL0668'SOUTH OF THE SMALL TOWN OF ANTHON, ON THE RIGHT-OF-WAY OF A
 NL0668'DIRT ROAD.  IT IS 21 FEET WEST OF THE CENTERLINE OF A DIRT
 NL0668'ROAD, 12 FEET NORTHWEST OF A MAIL BOX AND 13 FEET NORTH
 NL0668'NORTHWEST OF A TELEPHONE POLE.  THE MARK IS SET FLUSH WITH THE
 NL0668'GROUND AND THE DISK IS STAMPED ANTHON 1950.
 NL0668'
 NL0668'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE CENTERLINE OF A
 NL0668'DIRT ROAD AND 1 FOOT WEST OF A RIGHT-OF-WAY FENCELINE.  THE
 NL0668'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ANTHON
 NL0668'NO 1 1950.
 NL0668'
 NL0668'REFERENCE MARK NO. 2 IS 27 FEET EAST OF THE CENTERLINE OF A
 NL0668'DIRT ROAD, 18 FEET NORTHWEST OF A POWER LINE POLE, 17 FEET
 NL0668'SOUTH OF A GATE POST AND 11 FEET SOUTH OF A FARM DRIVE.  THE
 NL0668'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ANTHON
 NL0668'NO 2 1950.
 NL0668'
 NL0668'AZIMUTH MARK IS 27 FEET WEST OF THE CENTERLINE OF A DIRT ROAD,
 NL0668'27 FEET SOUTHEAST OF A TELEPHONE POLE AND 2 FEET WEST SOUTHWEST
 NL0668'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 NL0668'THE DISK IS STAMPED ANTHON 1950.
 NL0668'
 NL0668'TO REACH THE STATION FROM THE CROSS STREETS AT THE FORD
 NL0668'GARAGE, GO EAST ON COUNTY ROUTE K FOR 3.1 MILE TO A CROSS
 NL0668'ROADS.  TURN RIGHT (SOUTH) ON DIRT ROAD AND GO 0.7 MILE TO
 NL0668'AZIMUTH MARK ON RIGHT SIDE OF ROAD AS DESCRIBED.  CONTINUE
 NL0668'SOUTH FOR 0.55 MILE TO MAIL BOX AND STATION ON RIGHT AS
 NL0668'DESCRIBED.
 NL0668'
 NL0668'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0668
 NL0668                          STATION RECOVERY (1951)
 NL0668
 NL0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFC)
 NL0668'THIS STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE DESTROYED
 NL0668'BECAUSE OF HIGHWAY CONSTRUCTION.  A NEW STATION, ANTHON 2 1951,
 NL0668'WAS ESTABLISHED NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5782 ***********************************************************************
 AB5782  PACS        -  This is a Primary Airport Control Station.
 AB5782  DESIGNATION -  AP 1963 STA B
 AB5782  PID         -  AB5782
 AB5782  STATE/COUNTY-  IA/WAPELLO
 AB5782  USGS QUAD   -  OTTUMWA NORTH (1976)
 AB5782
 AB5782                         *CURRENT SURVEY CONTROL
 AB5782  ___________________________________________________________________
 AB5782* NAD 83(1996)-  41 06 32.03465(N)    092 27 14.39440(W)     ADJUSTED  
 AB5782* NAVD 88     -       256.66   (meters)     842.1    (feet)  GPS OBS   
 AB5782  ___________________________________________________________________
 AB5782  X           -    -206,071.633 (meters)                     COMP
 AB5782  Y           -  -4,808,403.298 (meters)                     COMP
 AB5782  Z           -   4,171,690.272 (meters)                     COMP
 AB5782  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AB5782  ELLIP HEIGHT-         224.14  (meters)          (06/15/04) GPS OBS
 AB5782  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 AB5782
 AB5782  HORZ ORDER  -  B
 AB5782  ELLP ORDER  -  FOURTH    CLASS I
 AB5782
 AB5782.This mark is at Ottumwa Industrial Airport (OTM)
 AB5782
 AB5782.The horizontal coordinates were established by GPS observations
 AB5782.and adjusted by the National Geodetic Survey in August 1997..
 AB5782
 AB5782.The orthometric height was determined by GPS observations and a
 AB5782.high-resolution geoid model.
 AB5782
 AB5782.GPS derived orthometric heights for airport stations designated as
 AB5782.PACS or SACS are published to 2 decimal places.  This maintains
 AB5782.centimeter relative accuracy between the PACS and SACS.  It does
 AB5782.not indicate centimeter accuracy relative to other marks which are
 AB5782.part of the NAVD 88 network.
 AB5782
 AB5782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5782
 AB5782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5782
 AB5782.The ellipsoidal height was determined by GPS observations
 AB5782.and is referenced to NAD 83.
 AB5782
 AB5782.The geoid height was determined by GEOID03.
 AB5782
 AB5782;                    North         East     Units Scale Factor Converg.
 AB5782;SPC IA S     -   123,669.545   587,853.987   MT  0.99994965   +0 41 20.4
 AB5782;UTM  15      - 4,550,989.567   545,844.001   MT  0.99962587   +0 21 32.4
 AB5782
 AB5782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5782!SPC IA S     -   0.99996484  x   0.99994965  =   0.99991449
 AB5782!UTM  15      -   0.99996484  x   0.99962587  =   0.99959073
 AB5782
 AB5782                          SUPERSEDED SURVEY CONTROL
 AB5782
 AB5782  ELLIP H (08/25/97)  224.17   (m)                       GP(       ) 4 1
 AB5782
 AB5782.Superseded values are not recommended for survey control.
 AB5782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5782.See file dsdata.txt to determine how the superseded data were derived.
 AB5782
 AB5782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4584450990(NAD 83)
 AB5782_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB5782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5782_STAMPING: STA B AP 1963
 AB5782_MARK LOGO: CGS   
 AB5782_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5782+STABILITY: SURFACE MOTION
 AB5782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5782+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1996
 AB5782
 AB5782  HISTORY     - Date     Condition        Report By
 AB5782  HISTORY     - 1963     MONUMENTED       CGS
 AB5782  HISTORY     - 19871115 GOOD             CGS
 AB5782  HISTORY     - 19961028 GOOD             NGS
 AB5782
 AB5782                          STATION DESCRIPTION
 AB5782
 AB5782'DESCRIBED BY COAST AND GEODETIC SURVEY 1987 (SWA)
 AB5782'STATION IS LOCATED AT OTTUMWA INDUSTRIAL AIRPORT, ABOUT 6.5 MILES
 AB5782'(10.5 KM) NORTH OF OTTUMWA.  175.1 FT (53.4 M) SW OF THE CL OF RW
 AB5782'13/31 AT THE OLD RUNWAY END, 1495.9 FT (456.0 M) SE OF THE PRESENT
 AB5782'RUNWAY END.  A STANDARD TOPO DISK STAMPED AP 1963 STA B SET IN A 12 X
 AB5782'12 CONCRETE MONUMENT ABOUT 3 INCHES BELOW THE SURFACE OF TEH GROUND.
 AB5782
 AB5782                          STATION RECOVERY (1996)
 AB5782
 AB5782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 AB5782'THE STATION IS LOCATED ABOUT 11.5 KM (7.15 MI) NORTH-NORTHWEST OF
 AB5782'OTTUMWA, IA., AT THE OTTUMWA INDUSTRIAL AIRPORT.  IN THE GRASS,
 AB5782'SOUTHWEST OF OLD RUNWAY END 13, NORTHEAST OF A METAL MANHOLE COVER,
 AB5782'AND NORTHEAST OF A WITNESS POST.  OWNERSHIP--CITY OF OTTUMWA, 14850
 AB5782'TERMINAL CIRCLE, OTTUMWA, IA.  52501.  AIRPORT MANAGER STEVE BLACK,
 AB5782'PHONE 515-682-8044.  NOTE--CONTACT AIRPORT MANAGER 24-HOURS IN
 AB5782'ADVANCE, (ESCORT REQUIRED) .  NOTE--HEAD OF MAINTENANCE TOM FRANCIS
 AB5782'KNOWS WHERE ALL MARKS ARE LOCATED.  MAINTENANCE SHOP PHONE
 AB5782'515-683-0677.  NOTE--THIS STATION IS THE (PACS AND FBN STATION) .  TO
 AB5782'REACH THE AIRPORT OFFICE FROM THE JUNCTION OF U.S.  HIGHWAY 63 AND
 AB5782'STATE HIGHWAY 389, ABOUT 9.65 KM (6.00 MI) NORTH OF OTTUMWA, GO WEST,
 AB5782'1.7 KM (1.05 MI) ALONG HIGHWAY 389 TO A CURVE TO THE RIGHT.  CONTINUE
 AB5782'AHEAD, NORTH, 0.7 KM (0.45 MI) AROUND THE CURVE AND ALONG HIGHWAY 389
 AB5782'TO ITS END (END OF PAVEMENT) , AND THE AIRPORT ENTRANCE ROAD (TERMINAL
 AB5782'AVENUE) ON THE LEFT.  TURN LEFT, WEST THEN NORTHWEST, 1.3 KM (0.80 MI)
 AB5782'ALONG THE AVENUE TO A TEE JUNCTION (TERMINAL STREET) . TURN LEFT,
 AB5782'SOUTHWEST, 0.24 KM (0.15 MI) ALONG THE STREET TO TERMINAL CIRCLE ON
 AB5782'THE RIGHT.  TURN RIGHT, NORTHWEST, 0.08 KM (0.05 MI) ALONG THE CIRCLE
 AB5782'TO A PARKING AREA LEFT AND THE AIRPORT OFFICE ON THE RIGHT.  STATION
 AB5782'IS 456.0 M (1496.1 FT) SOUTHEAST OF THE PRESENT RUNWAY END, 53.1 M
 AB5782'(174.2 FT) SOUTHWEST OF THE RUNWAY CENTER, 22.4 M (73.5 FT) NORTHEAST
 AB5782'OF A WITNESS POST, 15.1 M (49.5 FT) NORTHEAST OF A 24-INCH METAL
 AB5782'MANHOLE COVER, AND THE MONUMENT IS ABOUT 0.4 M (1.3 FT) BELOW THE
 AB5782'RUNWAY LEVEL AND RECESSED ABOUT 5-CM BELOW THE GROUND SURFACE.  BY
 AB5782'R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0604 ***********************************************************************
 NK0604  DESIGNATION -  APPLE
 NK0604  PID         -  NK0604
 NK0604  STATE/COUNTY-  IA/TAMA
 NK0604  USGS QUAD   -  GARWIN (1971)
 NK0604
 NK0604                         *CURRENT SURVEY CONTROL
 NK0604  ___________________________________________________________________
 NK0604* NAD 83(1996)-  42 06 53.47080(N)    092 43 48.54300(W)     ADJUSTED  
 NK0604* NAVD 88     -       323.8    (meters)    1062.     (feet)  VERTCON   
 NK0604  ___________________________________________________________________
 NK0604  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 NK0604  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 NK0604
 NK0604  HORZ ORDER  -  SECOND
 NK0604
 NK0604.The horizontal coordinates were established by classical geodetic methods
 NK0604.and adjusted by the National Geodetic Survey in May 1999..
 NK0604
 NK0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0604
 NK0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0604
 NK0604.The geoid height was determined by GEOID03.
 NK0604
 NK0604;                    North         East     Units Scale Factor Converg.
 NK0604;SPC IA N     - 1,068,585.558 1,563,666.351   MT  0.99999160   +0 31 18.3
 NK0604;UTM  15      - 4,662,563.579   522,308.042   MT  0.99960612   +0 10 51.5
 NK0604
 NK0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0604!SPC IA N     -   0.99995419  x   0.99999160  =   0.99994579
 NK0604!UTM  15      -   0.99995419  x   0.99960612  =   0.99956033
 NK0604
 NK0604:                Primary Azimuth Mark                     Grid Az
 NK0604:SPC IA N     -  GLADBROOK MUN WATER TANK                 006 46 56.3
 NK0604:UTM  15      -  GLADBROOK MUN WATER TANK                 007 07 23.1
 NK0604
 NK0604|---------------------------------------------------------------------|
 NK0604| PID    Reference Object                     Distance      Geod. Az  |
 NK0604|                                                           dddmmss.s |
 NK0604| NK0612 GLADBROOK MUN WATER TANK            APPROX. 7.7 KM 0071814.6 |
 NK0604| CI5051 APPLE RM 1                           15.207 METERS 16739     |
 NK0604| CI5052 APPLE RM 2                           10.395 METERS 27256     |
 NK0604|---------------------------------------------------------------------|
 NK0604
 NK0604                          SUPERSEDED SURVEY CONTROL
 NK0604
 NK0604  NAD 83(1986)-  42 06 53.47504(N)    092 43 48.53614(W) AD(       ) 2
 NK0604  NAD 27      -  42 06 53.51886(N)    092 43 47.82139(W) AD(       ) 2
 NK0604  NGVD 29 (07/19/86)  323.8    (m)         1062.     (f) VERT ANG       
 NK0604
 NK0604.Superseded values are not recommended for survey control.
 NK0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0604.See file dsdata.txt to determine how the superseded data were derived.
 NK0604
 NK0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2230862564(NAD 83)
 NK0604_MARKER: DD = SURVEY DISK
 NK0604_SETTING: 0 = UNSPECIFIED SETTING
 NK0604
 NK0604  HISTORY     - Date     Condition        Report By
 NK0604  HISTORY     - 1970     MONUMENTED       USGS
 NK0604
 NK0604                          STATION DESCRIPTION
 NK0604
 NK0604'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0604'THE STATION IS ABOUT 5.2 MI SSW. OF GLADBROOK, ABOUT 660 FT W. OF
 NK0604'THE QUARTER COR. BETWEEN SECS. 4 AND 5, T. 84 N., R. 16 W., ON
 NK0604'TOP OF A PROMINENT HILL.
 NK0604'
 NK0604'TO REACH THE STATION FROM THE CROSSROADS AND JCT. OF ST. HWY. 96
 NK0604'AT THE COR. OF SECS. 9, 10, 15 AND 16, AT THE SE. EDGE OF
 NK0604'GLADBROOK, GO S. ON GRAVEL RD. FOR 4.0 MI TO A CROSSROAD, TURN
 NK0604'RIGHT AND GO W. FOR 1.0 MI TO A T-RD. S., TURN LEFT AND GO S. FOR
 NK0604'0.75 MI TO A FENCE W. AND TRAIL W. ON S. SIDE OF FENCE, TURN
 NK0604'RIGHT AND FOLLOW TRAIL W. FOR ABOUT 660 FT TO WHERE TRAIL AND
 NK0604'FENCE TURNS N., FOLLOW FENCE N. FOR 0.25 MI TO A T-FENCE S. AND
 NK0604'THE STATION.
 NK0604'
 NK0604'STATION MARK, STAMPED ET APPLE 1970 IS 13 FT W. AND 3 FT S. OF
 NK0604'A T-FENCE S., 3 FT S. OF A USGS WITNESS POST.
 NK0604'
 NK0604'REFERENCE MARK NO. 1, STAMPED APPLE NO 1 1970 IS 53 FT S. AND 2
 NK0604'FT W. OF A T-FENCE S.  IT IS SSE. OF THE STATION.
 NK0604'
 NK0604'REFERENCE MARK NO. 2, STAMPED APPLE NO 2 1970 IS W. OF THE
 NK0604'STATION, 47 FT W. AND 1.4 FT S. OF A T-FENCE S.
 NK0604'
 NK0604'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0604'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NK0604'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE
 NK0604'GROUND.
 NK0604'
 NK0604'NO AZIMUTH MARK WAS SET.
 NK0604'
 NK0604'REFERENCE AZIMUTH USED - GLADBROOK M.W.T.  POINT OBSERVED IS THE
 NK0604'TOP CENTER OF THE GLADBROOK M.W.T. LOCATED ABOUT 165 FT S. AND
 NK0604'ABOUT 65 FT E. INTERSECTION OF FIFTH STREET AND LINCOLN STREETS
 NK0604'IN THE S. CENTRAL PART OF GLADBROOK.  IT IS A 4 LEGGED STRUCTURE
 NK0604'PAINTED ALUMINUM WITH A RED TANK ROOF.  THE TANK WAS BUILT ABOUT
 NK0604'1920, T. 85 N., R. 16 W., NEAR THE CENTER OF S. HALF OF SEC. 9.
 NK0604'
 NK0604'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0601 ***********************************************************************
 NL0601  DESIGNATION -  ARCADIA MUNICIPAL TANK
 NL0601  PID         -  NL0601
 NL0601  STATE/COUNTY-  IA/CARROLL
 NL0601  USGS QUAD   -  ARCADIA (1980)
 NL0601
 NL0601                         *CURRENT SURVEY CONTROL
 NL0601  ___________________________________________________________________
 NL0601* NAD 83(1996)-  42 05 15.13434(N)    095 02 43.96763(W)     ADJUSTED  
 NL0601* NAVD 88     -                                                        
 NL0601  ___________________________________________________________________
 NL0601  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 NL0601  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 NL0601
 NL0601  HORZ ORDER  -  THIRD
 NL0601
 NL0601.The horizontal coordinates were established by classical geodetic methods
 NL0601.and adjusted by the National Geodetic Survey in May 1999..
 NL0601
 NL0601
 NL0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0601
 NL0601.The geoid height was determined by GEOID03.
 NL0601
 NL0601;                    North         East     Units Scale Factor Converg.
 NL0601;SPC IA N     - 1,066,430.456 1,372,133.538   MT  0.99999628   -1 02 50.9
 NL0601;UTM  15      - 4,661,520.101   330,821.365   MT  0.99995219   -1 22 17.0
 NL0601
 NL0601                          SUPERSEDED SURVEY CONTROL
 NL0601
 NL0601  NAD 83(1986)-  42 05 15.13239(N)    095 02 43.97182(W) AD(       ) 4
 NL0601  NAD 27      -  42 05 15.18900(N)    095 02 42.99500(W) AD(       ) 3
 NL0601
 NL0601.Superseded values are not recommended for survey control.
 NL0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0601.See file dsdata.txt to determine how the superseded data were derived.
 NL0601
 NL0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3082161520(NAD 83)
 NL0601_MARKER: 53 = ELEVATED TANK
 NL0601
 NL0601  HISTORY     - Date     Condition        Report By
 NL0601  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0601  HISTORY     - 1950     GOOD             CGS
 NL0601
 NL0601                          STATION DESCRIPTION
 NL0601
 NL0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0601'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF ARCADIA,
 NL0601'IOWA.  IT IS LOCATED IN THE NORTHERN PART OF THE TOWN, ABOUT
 NL0601'0.5 MILE N OF U.S. HIGHWAY 30.  IT WAS NOT LEARNED WHEN THE
 NL0601'TANK WAS ERECTED, BUT SOME OF THE INHABITANTS SAID THAT IT HAS
 NL0601'BEEN IN USE FOR THIRTY YEARS.
 NL0601'
 NL0601'THE ENTIRE TANK IS A DARK GREY IN COLOR.  IT HAS FOUR
 NL0601'TRUSSWORK LEGS ABOUT 110 FEET HIGH AND BRACED BY THREE SETS
 NL0601'OF HORIZONTAL CROSS-MEMBERS.  ON THE SECOND SET, AT THE SW
 NL0601'CORNER, THERE IS A LARGE BLACK BELL.  THE OVAL SECTION OF THE
 NL0601'TANK EXTENDS DOWNWARD FROM THE JUNCTION POINT OF THE LEGS WITH
 NL0601'THE BOWL ABOUT 10 FEET, FROM WHICH A FEED PIPE JACKET EXTENDS
 NL0601'DOWNWARD TO THE ROOF OF A SMALL STUCCO BUILDING UNDER THE
 NL0601'TANK.  THERE IS A LADDER ON THE SW LEG WHICH EXTENDS TO THE
 NL0601'TOP OF THE TANK.  THE VERTICAL SECTION IS ABOUT 30 FEET HIGH
 NL0601'AND HAS A CAT-WALK AND RAIL AROUND ITS BASE.  THE ROOF IS
 NL0601'SLIGHTLY CONICAL AND HAS A GREY BALL AT ITS TOP.  THE WORD
 NL0601'ARCADIA IS PAINTED ON THE S SIDE OF THE TANK.  THE TOTAL
 NL0601'HEIGHT IS ABOUT 145 FEET.
 NL0601
 NL0601                          STATION RECOVERY (1950)
 NL0601
 NL0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0601'STATION IS LOCATED JUST NORTH OF THE BUSINESS DISTRICT IN
 NL0601'ARCADIA ABOUT 40 FEET NORTH OF AN ALLEY.  STATION IS ABOUT
 NL0601'100 FEET HIGH AND 32 FEET SQUARE AT BASE.  STATION IS OF STEEL
 NL0601'CONSTRUCTION WITH FOUR LEGS AND IS PAINTED SILVER.  THE NAME
 NL0601'ARCADIA IS PAINTED ON THE SOUTH SIDE OF THE TANK IN BLACK
 NL0601'LETTERS.
 NL0601'
 NL0601'THE POINT INTERSECTED WAS THE BALL FINIAL.
 NL0601'
 NL0601'TO REACH FROM THE POST OFFICE IN ARCADIA GO WEST ABOUT 50
 NL0601'YARDS TO CROSS STREET.  TURN RIGHT AND GO NORTH ABOUT 50 YARDS
 NL0601'TO AN ALLEY ON RIGHT.  GO EAST ON ALLEY FOR ABOUT 50 YARDS
 NL0601'TO STATION ON LEFT AS DESCRIBED.
 NL0601'
 NL0601'STATION ESTABLISHED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0602 ***********************************************************************
 NL0602  DESIGNATION -  ARCADIA ST JOHNS CATH CH
 NL0602  PID         -  NL0602
 NL0602  STATE/COUNTY-  IA/CARROLL
 NL0602  USGS QUAD   -  ARCADIA (1980)
 NL0602
 NL0602                         *CURRENT SURVEY CONTROL
 NL0602  ___________________________________________________________________
 NL0602* NAD 83(1996)-  42 05 02.00987(N)    095 02 47.01178(W)     ADJUSTED  
 NL0602* NAVD 88     -                                                        
 NL0602  ___________________________________________________________________
 NL0602  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 NL0602  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 NL0602
 NL0602  HORZ ORDER  -  THIRD
 NL0602
 NL0602.The horizontal coordinates were established by classical geodetic methods
 NL0602.and adjusted by the National Geodetic Survey in May 1999..
 NL0602
 NL0602
 NL0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0602
 NL0602.The geoid height was determined by GEOID03.
 NL0602
 NL0602;                    North         East     Units Scale Factor Converg.
 NL0602;SPC IA N     - 1,066,026.860 1,372,056.181   MT  0.99999692   -1 02 53.0
 NL0602;UTM  15      - 4,661,116.967   330,741.731   MT  0.99995252   -1 22 18.7
 NL0602
 NL0602                          SUPERSEDED SURVEY CONTROL
 NL0602
 NL0602  NAD 83(1986)-  42 05 02.00810(N)    095 02 47.01578(W) AD(       ) 4
 NL0602  NAD 27      -  42 05 02.06100(N)    095 02 46.04000(W) AD(       ) 3
 NL0602
 NL0602.Superseded values are not recommended for survey control.
 NL0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0602.See file dsdata.txt to determine how the superseded data were derived.
 NL0602
 NL0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3074261117(NAD 83)
 NL0602
 NL0602  HISTORY     - Date     Condition        Report By
 NL0602  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0602
 NL0602                          STATION DESCRIPTION
 NL0602
 NL0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0602'STATION IS LOCATED IN THE SOUTHWEST PART OF ARCADIA IN THE
 NL0602'SOUTHWEST ANGLE OF CROSS STREETS.  STATION IS OF BRICK
 NL0602'CONSTRUCTION AND THE STEEPLE WHICH IS ON THE EAST END OF THE
 NL0602'CHURCH IS ABOUT 110 FEET HIGH.
 NL0602'
 NL0602'THE POINT INTERSECTED WAS THE CROSS ATOP THE STEEPLE.
 NL0602'
 NL0602'TO REACH FROM THE POST OFFICE IN ARCADIA GO SOUTH FOR 0.2
 NL0602'MILE TO STATION ON RIGHT OR WEST SIDE OF STREET AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0800 ***********************************************************************
 MG0800  DESIGNATION -  ARDON
 MG0800  PID         -  MG0800
 MG0800  STATE/COUNTY-  IA/MUSCATINE
 MG0800  USGS QUAD   -  MUSCATINE NW (1965)
 MG0800
 MG0800                         *CURRENT SURVEY CONTROL
 MG0800  ___________________________________________________________________
 MG0800* NAD 83(1996)-  41 25 11.82012(N)    091 12 52.14986(W)     ADJUSTED  
 MG0800* NAVD 88     -       225.4    (meters)     739.     (feet)  VERTCON   
 MG0800  ___________________________________________________________________
 MG0800  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 MG0800  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0800
 MG0800  HORZ ORDER  -  SECOND
 MG0800
 MG0800.The horizontal coordinates were established by classical geodetic methods
 MG0800.and adjusted by the National Geodetic Survey in May 1999..
 MG0800
 MG0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0800
 MG0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0800
 MG0800.The geoid height was determined by GEOID03.
 MG0800
 MG0800;                    North         East     Units Scale Factor Converg.
 MG0800;SPC IA S     -   160,194.578   691,036.009   MT  0.99995566   +1 30 19.7
 MG0800;UTM  15      - 4,586,915.581   649,210.363   MT  0.99987399   +1 10 53.3
 MG0800
 MG0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0800!SPC IA S     -   0.99996979  x   0.99995566  =   0.99992545
 MG0800!UTM  15      -   0.99996979  x   0.99987399  =   0.99984378
 MG0800
 MG0800|---------------------------------------------------------------------|
 MG0800| PID    Reference Object                     Distance      Geod. Az  |
 MG0800|                                                           dddmmss.s |
 MG0800| CL8820 ARDON RM 1                           14.448 METERS 00212     |
 MG0800| MG0799 ARDON AZ MK                         APPROX. 4.3 KM 0520441.3 |
 MG0800| CL8821 ARDON RM 2                           23.711 METERS 27320     |
 MG0800|---------------------------------------------------------------------|
 MG0800
 MG0800                          SUPERSEDED SURVEY CONTROL
 MG0800
 MG0800  NAD 83(1986)-  41 25 11.81735(N)    091 12 52.15754(W) AD(       ) 2
 MG0800  NAD 27      -  41 25 11.72323(N)    091 12 51.60260(W) AD(       ) 2
 MG0800  NGVD 29 (07/19/86)  225.5    (m)          740.     (f) VERT ANG       
 MG0800
 MG0800.Superseded values are not recommended for survey control.
 MG0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0800.See file dsdata.txt to determine how the superseded data were derived.
 MG0800
 MG0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4921086916(NAD 83)
 MG0800_MARKER: DD = SURVEY DISK
 MG0800_SETTING: 0 = UNSPECIFIED SETTING
 MG0800
 MG0800  HISTORY     - Date     Condition        Report By
 MG0800  HISTORY     - 1968     MONUMENTED       USGS
 MG0800  HISTORY     - 19980819 GOOD             USPSQD
 MG0800
 MG0800                          STATION DESCRIPTION
 MG0800
 MG0800'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0800'THE STATION IS LOCATED ABOUT 4.0 MI S. AND 5.0 MI E. OF
 MG0800'NICHOLS, ABOUT 9.0 MI W. OF MUSCATINE, ABOUT 0.15 MI S. OF
 MG0800'COR. OF SECS. 4,5, 32 AND 33, TS. 76 AND 77 N., R. 3 W., IN
 MG0800'THE RIGHT-OF-WAY OF CO. RD. X-43, 0.35 MI N. OF CROSSING OF
 MG0800'CO. RD. G-28 AND NEAR A SMALL CEMETERY WITH A GROVE OF CEDAR
 MG0800'TREES.
 MG0800'
 MG0800'TO REACH THE STATION FROM THE POST OFFICE AT NICHOLS, DRIVE E. ON
 MG0800'HWY. 22 AND 76 FOR 2.9 MI TO A JCT. OF THE TWO HWYS., TURN
 MG0800'RIGHT AND DRIVE S.-E. ON HWY. 22 FOR 2.75 MI TO BRIDGE CROSSING
 MG0800'THE CEDAR RIVER, CONTINUE E. ON HWY. 22 FOR 0.45 MI TO JCT. OF
 MG0800'CO. RD. X-43, TURN RIGHT AND DRIVE S. ON CO. RD. X-43 FOR
 MG0800'2.5 MI TO A SMALL CEMETERY AT THE TOP OF A HILL AND THE STATION
 MG0800'ON THE LEFT.
 MG0800'
 MG0800'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED ARDON
 MG0800'1968 CRIMPED ON 10 FT LENGTH OF COPPER COATED ROD, DRIVEN
 MG0800'FLUSH WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MG0800'
 MG0800'STATION MARK IS 38 FT E. OF CENTER OF RD., 55 FT N. OF SW. COR. OF
 MG0800'CEMETERY, 53 FT SW. OF A 24 IN. CEDAR TREE, (SW. ONE IN GROVE) AND
 MG0800'3 FT W. OF RIGHT-OF-WAY FENCE AND METAL WITNESS POST.
 MG0800'
 MG0800'REFERENCE MARK NO. 1 IS 47.40 FT (14.448 M.) N. OF STATION, 40
 MG0800'FT E. OF CENTER OF RD., 43 FT S. OF NW. COR. OF CEMETERY AND
 MG0800'1 FT W. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0800'
 MG0800'REFERENCE MARK NO. 2 IS 77.79 FT (23.711 M.) W. OF STATION, 40
 MG0800'FT W. OF CENTER OF RD., 169 FT S. OF AN ENTRANCE TO FIELD W.,
 MG0800'7 FT N. OF A SMALL CEDAR TREE AND 1 FT E. OF RIGHT-OF-WAY FENCE
 MG0800'AND A METAL WITNESS POST.
 MG0800'
 MG0800'STANDARD BRACED TRIPOD USED.
 MG0800
 MG0800                          STATION RECOVERY (1998)
 MG0800
 MG0800'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0799 ***********************************************************************
 MG0799  DESIGNATION -  ARDON AZ MK
 MG0799  PID         -  MG0799
 MG0799  STATE/COUNTY-  IA/MUSCATINE
 MG0799  USGS QUAD   -  MUSCATINE NW (1965)
 MG0799
 MG0799                         *CURRENT SURVEY CONTROL
 MG0799  ___________________________________________________________________
 MG0799* NAD 83(1996)-  41 26 37.53351(N)    091 10 25.89322(W)     ADJUSTED  
 MG0799* NAVD 88     -       227.2    (meters)     745.     (feet)  VERTCON   
 MG0799  ___________________________________________________________________
 MG0799  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 MG0799  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MG0799
 MG0799  HORZ ORDER  -  SECOND
 MG0799
 MG0799.The horizontal coordinates were established by classical geodetic methods
 MG0799.and adjusted by the National Geodetic Survey in May 1999..
 MG0799
 MG0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0799
 MG0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0799
 MG0799.The geoid height was determined by GEOID03.
 MG0799
 MG0799;                    North         East     Units Scale Factor Converg.
 MG0799;SPC IA S     -   162,927.849   694,360.321   MT  0.99995733   +1 31 56.0
 MG0799;UTM  15      - 4,589,629.822   652,549.807   MT  0.99988639   +1 12 32.1
 MG0799
 MG0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0799!SPC IA S     -   0.99996950  x   0.99995733  =   0.99992684
 MG0799!UTM  15      -   0.99996950  x   0.99988639  =   0.99985590
 MG0799
 MG0799:                Primary Azimuth Mark                     Grid Az
 MG0799:SPC IA S     -  ARDON                                    230 34 22.1
 MG0799:UTM  15      -  ARDON                                    230 53 46.0
 MG0799
 MG0799|---------------------------------------------------------------------|
 MG0799| PID    Reference Object                     Distance      Geod. Az  |
 MG0799|                                                           dddmmss.s |
 MG0799| MG0800 ARDON                               APPROX. 4.3 KM 2320618.1 |
 MG0799|---------------------------------------------------------------------|
 MG0799
 MG0799                          SUPERSEDED SURVEY CONTROL
 MG0799
 MG0799  NAD 83(1986)-  41 26 37.53010(N)    091 10 25.90090(W) AD(       ) 2
 MG0799  NAD 27      -  41 26 37.43503(N)    091 10 25.34761(W) AD(       ) 2
 MG0799  NGVD 29 (07/19/86)  227.3    (m)          746.     (f) VERT ANG       
 MG0799
 MG0799.Superseded values are not recommended for survey control.
 MG0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0799.See file dsdata.txt to determine how the superseded data were derived.
 MG0799
 MG0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5255089630(NAD 83)
 MG0799_MARKER: DZ = AZIMUTH MARK DISK
 MG0799_SETTING: 0 = UNSPECIFIED SETTING
 MG0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0799
 MG0799  HISTORY     - Date     Condition        Report By
 MG0799  HISTORY     - 1968     MONUMENTED       USGS
 MG0799  HISTORY     - 19980819 GOOD             USPSQD
 MG0799
 MG0799                          STATION DESCRIPTION
 MG0799
 MG0799'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0799'THE STATION IS LOCATED 7.0 MI E. AND 2.5 MI S OF NICHOLS, 5.75
 MG0799'MI W. AND 1.0 MI N. OF MUSCATINE, NEAR W. SIXTEENTH COR. OF SEC. 26,
 MG0799'T. 77 N., R. 3 W., IN THE RIGHT-OF-WAY OF STATE HWY. 22.
 MG0799'
 MG0799'TO REACH THE STATION FROM THE POST OFFICE AT NICHOLS, DRIVE E.
 MG0799'ON STATE HWY. 22 AND 76 FOR 2.9 MI TO A T-JCT. OF HWY. 22 AND
 MG0799'76, TURN RIGHT AND DRIVE SE.-E. ON HWY. 22 FOR 2.75 MI TO A
 MG0799'BRIDGE CROSSING THE CEDAR RIVER, CONTINUE E. ON HWY. 22 FOR
 MG0799'0.45 MI TO A T-JCT. OF CO. RD. S-43, CONTINUE E. ON HWY. 22 FOR
 MG0799'1.75 MI TO STATION ON THE RIGHT.
 MG0799'
 MG0799'STATION MARK IS A STANDARD AZIMUTH MARK TABLET STAMPED ARDON
 MG0799'1968 CRIMPED ON A 10 FT LENGTH OF COPPER COATED ROD, DRIVEN
 MG0799'FLUSH WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL,
 MG0799'64 FT S. OF CENTER OF STATE HWY. 22, 377 FT E.-SE. OF CENTER OF
 MG0799'HWY. AT DRIVE S. TO A FARMHOUSE, 54 FT E. OF A POWER LINE POLE
 MG0799'AND 3 FT N. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0799'
 MG0799'STANDARD BRACED TRIPOD USED.
 MG0799
 MG0799                          STATION RECOVERY (1998)
 MG0799
 MG0799'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2148 ***********************************************************************
 AE2148  CBN         -  This is a Cooperative Base Network Control Station.
 AE2148  DESIGNATION -  ARDON AZ MK RESET
 AE2148  PID         -  AE2148
 AE2148  STATE/COUNTY-  IA/MUSCATINE
 AE2148  USGS QUAD   -  MUSCATINE NW (1965)
 AE2148
 AE2148                         *CURRENT SURVEY CONTROL
 AE2148  ___________________________________________________________________
 AE2148* NAD 83(1996)-  41 26 37.28207(N)    091 10 26.06785(W)     ADJUSTED  
 AE2148* NAVD 88     -       226.1    (meters)     742.     (feet)  GPS OBS   
 AE2148  ___________________________________________________________________
 AE2148  X           -     -98,097.761 (meters)                     COMP
 AE2148  Y           -  -4,787,259.699 (meters)                     COMP
 AE2148  Z           -   4,199,614.155 (meters)                     COMP
 AE2148  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AE2148  ELLIP HEIGHT-         193.26  (meters)          (06/15/04) GPS OBS
 AE2148  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 AE2148
 AE2148  HORZ ORDER  -  B
 AE2148  ELLP ORDER  -  FOURTH    CLASS I
 AE2148
 AE2148.The horizontal coordinates were established by GPS observations
 AE2148.and adjusted by the National Geodetic Survey in August 1997..
 AE2148
 AE2148.The orthometric height was determined by GPS observations and a
 AE2148.high-resolution geoid model.
 AE2148
 AE2148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2148
 AE2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2148
 AE2148.The ellipsoidal height was determined by GPS observations
 AE2148.and is referenced to NAD 83.
 AE2148
 AE2148.The geoid height was determined by GEOID03.
 AE2148
 AE2148;                    North         East     Units Scale Factor Converg.
 AE2148;SPC IA S     -   162,919.986   694,356.476   MT  0.99995733   +1 31 55.9
 AE2148;UTM  15      - 4,589,621.982   652,545.918   MT  0.99988638   +1 12 32.0
 AE2148
 AE2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2148!SPC IA S     -   0.99996969  x   0.99995733  =   0.99992702
 AE2148!UTM  15      -   0.99996969  x   0.99988638  =   0.99985607
 AE2148
 AE2148                          SUPERSEDED SURVEY CONTROL
 AE2148
 AE2148  ELLIP H (08/25/97)  193.29   (m)                       GP(       ) 4 1
 AE2148
 AE2148.Superseded values are not recommended for survey control.
 AE2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2148.See file dsdata.txt to determine how the superseded data were derived.
 AE2148
 AE2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5254689622(NAD 83)
 AE2148_MARKER: DD = SURVEY DISK
 AE2148_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE2148_STAMPING: ARDON 1968 RESET 1989 AZ MK
 AE2148_MARK LOGO: USGS  
 AE2148_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2148+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1997
 AE2148
 AE2148  HISTORY     - Date     Condition        Report By
 AE2148  HISTORY     - 1968     MONUMENTED       USGS
 AE2148  HISTORY     - 19970203 GOOD             IADT
 AE2148  HISTORY     - 19970620 GOOD             NGS
 AE2148  HISTORY     - 20000404 GOOD             AERSVC
 AE2148
 AE2148                          STATION DESCRIPTION
 AE2148
 AE2148'DESCRIBED BY IOWA DEPARTMENT OF TRANSPORTATION 1997 (DOM)
 AE2148'RECOVERED AS DESCRIBED BY IA DOT.  A PINK STATE HARN SURVEY SIGN WAS
 AE2148'PLACED 0.7 M (2.3 FT) SOUTH OF THE MONUMENT.
 AE2148
 AE2148                          STATION RECOVERY (1997)
 AE2148
 AE2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE2148'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) EAST AND 4.0 KM (2.50
 AE2148'MI) SOUTH OF NICHOLS, 9.3 KM (5.75 MI) WEST AND 1.6 KM (1.00 MI) NORTH
 AE2148'OF MUSCATINE, NEAR WEST SIXTEENTH CORNER OF SECTION 26, T. 77 N., R. 3
 AE2148'W., IN THE RIGHT-OF-WAY OF STATE HIGHWAY 22.  TO REACH THE STATION
 AE2148'FROM THE POST OFFICE AT NICHOLS, DRIVE EAST ON STATE HIGHWAY 22 AND 76
 AE2148'FOR 4.65 KM (2.90 MI) TO A T-JUNCTION OF HIGHWAY 22 AND 76.  TURN
 AE2148'RIGHT AND DRIVE SOUTHEAST AND EAST ON HIGHWAY 22 FOR 4.43 KM (2.75 MI)
 AE2148'TO A BRIDGE CROSSING THE CEDAR RIVER.  CONTINUE EAST ON HIGHWAY 22 FOR
 AE2148'0.72 KM (0.45 MI) TO A T-JUNCTION OF COUNTY ROAD S-43.  CONTINUE EAST
 AE2148'ON HIGHWAY 22 FOR 2.82 KM (1.75 MI) TO THE STATION ON THE RIGHT.  NOTE
 AE2148'-- DURING THIS PROJECT GPS-1178, THIS STATION WAS OCCUPIED BY THE
 AE2148'IADOT AS A TIE STATION AND NO DESCRIPTIVE TEXT WAS RECEIVED, IT WAS
 AE2148'THOUGHT THAT THE STATION WAS RECOVERED AS DESCRIBED.  IT WAS LATER
 AE2148'FOUND THAT THE STATION NAME WAS CHANGED AND A NEW PID NUMBER ASSIGNED
 AE2148'BECAUSE THE MARK HAD BEEN MOVED.  DURING CHECKING THE DESCRIPTION
 AE2148'DATABASE, IT WAS FOUND THAT THE LAST RECOVERY WAS WRITTEN AS
 AE2148'--RECOVERED AS DESCRIBED-- AND NO NEW MEASUREMENTS EXIST FOR THE MOVED
 AE2148'STATION. THEREFORE, THE NEXT SURVEYOR(S) TO VISIT THIS STATION SHOULD
 AE2148'WRITE A NEW TO REACH AND STATION MEASUREMENTS.  SEE THE DESCRIPTIVE
 AE2148'TEXT FOR ARDON AZ MK, PID MG0799, FOR AID.  THE MARK WAS MOVED ABOUT
 AE2148'8.6 METERS (28.2 FT) TO THE SOUTHWEST.
 AE2148
 AE2148                          STATION RECOVERY (2000)
 AE2148
 AE2148'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 AE2148'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0675 ***********************************************************************
 NK0675  DESIGNATION -  AREDALE ET
 NK0675  PID         -  NK0675
 NK0675  STATE/COUNTY-  IA/BUTLER
 NK0675  USGS QUAD   -  HANSELL (1972)
 NK0675
 NK0675                         *CURRENT SURVEY CONTROL
 NK0675  ___________________________________________________________________
 NK0675* NAD 83(1996)-  42 50 03.35660(N)    093 00 18.31302(W)     ADJUSTED  
 NK0675* NAVD 88     -       361.7    (meters)    1187.     (feet)  VERTCON   
 NK0675  ___________________________________________________________________
 NK0675  LAPLACE CORR-         -13.77  (seconds)                    DEFLEC99
 NK0675  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 NK0675
 NK0675  HORZ ORDER  -  SECOND
 NK0675
 NK0675.The horizontal coordinates were established by classical geodetic methods
 NK0675.and adjusted by the National Geodetic Survey in May 1999..
 NK0675
 NK0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0675
 NK0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0675
 NK0675.The geoid height was determined by GEOID03.
 NK0675
 NK0675;                    North         East     Units Scale Factor Converg.
 NK0675;SPC IA N     - 1,148,324.883 1,540,461.712   MT  0.99994958   +0 20 07.5
 NK0675;UTM  15      - 4,742,410.566   499,584.258   MT  0.99960000   -0 00 12.5
 NK0675
 NK0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0675!SPC IA N     -   0.99994809  x   0.99994958  =   0.99989767
 NK0675!UTM  15      -   0.99994809  x   0.99960000  =   0.99954811
 NK0675
 NK0675:                Primary Azimuth Mark                     Grid Az
 NK0675:SPC IA N     -  BENNEZETTE CH SPIRE                      091 29 40.0
 NK0675:UTM  15      -  BENNEZETTE CH SPIRE                      091 50 00.0
 NK0675
 NK0675|---------------------------------------------------------------------|
 NK0675| PID    Reference Object                     Distance      Geod. Az  |
 NK0675|                                                           dddmmss.s |
 NK0675| CI5107 BENNEZETTE CH SPIRE                                0914947.5 |
 NK0675|---------------------------------------------------------------------|
 NK0675
 NK0675                          SUPERSEDED SURVEY CONTROL
 NK0675
 NK0675  NAD 83(1996)-  42 50 03.35666(N)    093 00 18.31294(W) AD(       ) 2
 NK0675  NAD 83(1986)-  42 50 03.35225(N)    093 00 18.30685(W) AD(       ) 2
 NK0675  NAD 27      -  42 50 03.45947(N)    093 00 17.60287(W) AD(       ) 2
 NK0675  NGVD 29 (07/19/86)  361.7    (m)         1187.     (f) VERT ANG       
 NK0675
 NK0675.Superseded values are not recommended for survey control.
 NK0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0675.See file dsdata.txt to determine how the superseded data were derived.
 NK0675
 NK0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH9958442411(NAD 83)
 NK0675_MARKER: DD = SURVEY DISK
 NK0675_SETTING: 0 = UNSPECIFIED SETTING
 NK0675
 NK0675  HISTORY     - Date     Condition        Report By
 NK0675  HISTORY     - 1969     MONUMENTED       USGS
 NK0675
 NK0675                          STATION DESCRIPTION
 NK0675
 NK0675'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JEK)
 NK0675'THE STATION IS IN THE TOWN OF AREDALE, ABOUT 300 FT N. AND ABOUT
 NK0675'50 FT E. OF THE COR. OF SECS. 29, 30, 31 AND 32.  T. 93 N., R. 18
 NK0675'W., ON TOP OF THE FARMERS CO-OP ELEVATOR HEADHOUSE.
 NK0675'
 NK0675'TO REACH FROM THE CROSSROADS AT THE SW. EDGE OF AREDALE, GO
 NK0675'N. ABOUT 300 FT TO THE FARMERS CO-OP ELEV. ON THE RIGHT.
 NK0675'
 NK0675'THE STATION MARK, A STANDARD TABLET CEMENTED INTO CONCRETE
 NK0675'HEADHOUSE ROOF STAMPED ET AREDALE 1969, IS 2 FT S. AND 3 FT
 NK0675'W. CENTER ELEVATOR HEADHOUSE ROOF.
 NK0675'
 NK0675'NO REFERENCE MARKS WERE SET.
 NK0675'
 NK0675'NO AZIMUTH MARK WAS SET.
 NK0675'
 NK0675'REFERENCE AZIMUTH USED - BENNEZETTE WESLEYAN CHURCH SPIRE.
 NK0675'
 NK0675'BENNEZETTE WESLEYAN CHURCH - STATION IS CHURCH SPIRE ON THE
 NK0675'BENNEZETTE WESLEYAN CHURCH, ABOUT 100 FT S. AND ABOUT 100 FT W. OF
 NK0675'COR. OF SECS. 26, 27, 34 AND 35.  THE CHURCH IS CONSTRUCTED OF
 NK0675'WOOD, PAINTED WHITE.  THE SPIRE IS ON THE E. END OF THE CHURCH
 NK0675'AND HAS A SMALL DIAMOND SHAPED WINDOW ON EACH OF ITS FOUR
 NK0675'SIDES.  T. 93 N., R. 18 W.
 NK0675'
 NK0675'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0823 ***********************************************************************
 OP0823  DESIGNATION -  ARENDS RESET
 OP0823  PID         -  OP0823
 OP0823  STATE/COUNTY-  IA/SIOUX
 OP0823  USGS QUAD   -  MATLOCK (1964)
 OP0823
 OP0823                         *CURRENT SURVEY CONTROL
 OP0823  ___________________________________________________________________
 OP0823* NAD 83(1996)-  43 12 51.48598(N)    095 56 14.39257(W)     ADJUSTED  
 OP0823* NAVD 88     -       445.5    (meters)    1462.     (feet)  VERTCON   
 OP0823  ___________________________________________________________________
 OP0823  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 OP0823  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 OP0823
 OP0823  HORZ ORDER  -  FIRST
 OP0823
 OP0823.The horizontal coordinates were established by classical geodetic methods
 OP0823.and adjusted by the National Geodetic Survey in May 1999..
 OP0823
 OP0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0823
 OP0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0823
 OP0823.The geoid height was determined by GEOID03.
 OP0823
 OP0823;                    North         East     Units Scale Factor Converg.
 OP0823;SPC IA N     - 1,193,279.204 1,301,978.989   MT  0.99999085   -1 39 06.8
 OP0823;UTM  15      - 4,788,802.641   261,410.037   MT  1.00030032   -2 00 44.0
 OP0823;UTM  14      - 4,789,168.002   748,771.323   MT  1.00036137   +2 05 53.4
 OP0823
 OP0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0823!SPC IA N     -   0.99993434  x   0.99999085  =   0.99992519
 OP0823!UTM  15      -   0.99993434  x   1.00030032  =   1.00023464
 OP0823!UTM  14      -   0.99993434  x   1.00036137  =   1.00029569
 OP0823
 OP0823:                Primary Azimuth Mark                     Grid Az
 OP0823:SPC IA N     -  LITTLE ROCK MUNICIPAL TANK               011 28 10.6
 OP0823:UTM  15      -  LITTLE ROCK MUNICIPAL TANK               011 49 47.8
 OP0823:UTM  14      -  LITTLE ROCK MUNICIPAL TANK               007 43 10.4
 OP0823
 OP0823|---------------------------------------------------------------------|
 OP0823| PID    Reference Object                     Distance      Geod. Az  |
 OP0823|                                                           dddmmss.s |
 OP0823| OP0831 LITTLE ROCK MUNICIPAL TANK          APPROX.25.6 KM 0094903.8 |
 OP0823| OP0827 ASHTON ST MARYS CATH CH SPIRE       APPROX.16.2 KM 0461623.5 |
 OP0823| OP0826 ASHTON MUNICIPAL TANK               APPROX.16.3 KM 0463436.2 |
 OP0823| OP0819 SHELDON NW MUNICIPAL TANK           APPROX. 7.7 KM 1192111.6 |
 OP0823| CO2100 ARENDS AZ MK                                       1194740.4 |
 OP0823| OP0818 SHELDON ST PAT CATH CH E SPIRE      APPROX. 7.8 KM 1195240.2 |
 OP0823| OP0817 SHELDON ST PAT CATH CH W SPIRE      APPROX. 7.8 KM 1195417.9 |
 OP0823| OP0821 SHELDON MUN TANK                    APPROX. 8.5 KM 1201327.6 |
 OP0823| CO2101 ARENDS AZ MK 2                                     1201843.2 |
 OP0823| OQ0604 BOYDEN MUNICIPAL TANK               APPROX. 6.2 KM 2453449.8 |
 OP0823| CO2102 ARENDS RM 1                          40.672 METERS 28959     |
 OP0823| OQ0588 GEORGE MUNICIPAL TANK               APPROX.15.4 KM 3400836.5 |
 OP0823| CO2103 ARENDS RM 2                          52.066 METERS 35520     |
 OP0823|---------------------------------------------------------------------|
 OP0823
 OP0823                          SUPERSEDED SURVEY CONTROL
 OP0823
 OP0823  NAD 83(1996)-  43 12 51.48598(N)    095 56 14.39257(W) AD(       ) 1
 OP0823  NAD 83(1996)-  43 12 51.48402(N)    095 56 14.38498(W) AD(       ) 1
 OP0823  NAD 83(1986)-  43 12 51.48561(N)    095 56 14.38227(W) AD(       ) 1
 OP0823  NAD 27      -  43 12 51.56500(N)    095 56 13.31400(W) AD(       ) 1
 OP0823  NGVD 29 (07/19/86)  445.3    (m)         1461.     (f) VERT ANG       
 OP0823
 OP0823.Superseded values are not recommended for survey control.
 OP0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0823.See file dsdata.txt to determine how the superseded data were derived.
 OP0823
 OP0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH6141088803(NAD 83)
 OP0823_MARKER: DS = TRIANGULATION STATION DISK
 OP0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0823
 OP0823  HISTORY     - Date     Condition        Report By
 OP0823  HISTORY     - 1934     MONUMENTED       CGS
 OP0823  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OP0823
 OP0823                          STATION DESCRIPTION
 OP0823
 OP0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OP0823'STATION IS LOCATED ABOUT 5.5 MILES EAST AND NORTH OF BOYDEN,
 OP0823'ABOUT 7 MILES NORTH AND WEST OF SHELDON, IN T. 97 N., R. 43 W.,
 OP0823'IN NORTHWEST QUARTER OF SEC. 21, ON LAND OWNED BY MRS. ARENDS
 OP0823'AND OCCUPIED BY MR. VERBRUGGE, TENANT.  MARK IS IN THE BARNYARD,
 OP0823'66.5 FEET SOUTH OF SOUTHWEST CORNER OF BIG RED BARN, 26.4
 OP0823'FEET NORTH OF PIG STY SHELTER, AND 13.6 FEET WEST OF FENCE.
 OP0823'
 OP0823'REACHED FROM SHELDON BY GOING WEST ON U.S. HIGHWAY 18 FROM
 OP0823'ITS INTERSECTION WITH RAILROAD TRACKS, 3.5 MILES TO COUNTY
 OP0823'ROAD B, NORTH ON COUNTY ROAD B FOR 2.0 MILES TO GRAVEL ROAD,
 OP0823'GO WEST ON GRAVEL ROAD 0.8 MILE TO YELLOW FARMHOUSE WITH BIG
 OP0823'RED BARN AND STATION.
 OP0823'
 OP0823'REFERENCE MARK NO. 1 IS 40.635 METERS (133.32 FEET) NORTHWEST
 OP0823'OF STATION, AT SOUTHEAST CORNER OF IMPLEMENT SHED ELL, ABOUT
 OP0823'65 YARDS SOUTHWEST OF DWELLING HOUSE.
 OP0823'
 OP0823'REFERENCE MARK NO. 2 IS 52.070 METERS (170.83 FEET) NORTH OF
 OP0823'STATION, 23.5 FEET SOUTH OF SOUTHEAST CORNER OF HOUSE, 3 FEET
 OP0823'EAST OF SIDEWALK TO BACK DOOR, 74 FEET NORTH OF NORTHWEST
 OP0823'CORNER OF BIG RED BARN, AND 51.2 FEET WEST OF NORTHWEST CORNER
 OP0823'OF HEN-HOUSE.
 OP0823'
 OP0823'AZIMUTH MARK IS ABOUT 0.9 MILE, AIRLINE, SOUTHEAST OF STATION,
 OP0823'REACHED FROM STATION BY GOING EAST ON GRAVEL ROAD IN FRONT
 OP0823'OF HOUSE 0.8 MILE, THENCE SOUTH 0.5 MILE TO MARK ON SOUTH SIDE
 OP0823'OF ROAD, 35 FEET WEST OF CENTERLINE OF ROAD, IN NORTH-SOUTH
 OP0823'FENCE LINE AND 12 FEET NORTH OF SOUTH END OF FENCE.
 OP0823'
 OP0823'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 OP0823
 OP0823                          STATION RECOVERY (1971)
 OP0823
 OP0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0823'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 OP0823'IN GOOD CONDITION.  THE STATION MARK WAS LOWERED AT THIS TIME
 OP0823'BY OWNERS REQUEST, BUT THE UNDERGROUND DISK WAS NOT DISTURBED.
 OP0823'THE DIRECTION TO REFERENCE MARK 1 CHECKED, BUT THE DISTANCE
 OP0823'MISSED BY PLUS 0.11 FOOT, 0.037 METERS.  THE DISTANCE AND
 OP0823'DIRECTION TO REFERENCE MARK 2 CHECKED.  THE AZIMUTH MARK WAS
 OP0823'FOUND SITTING ON TOP OF THE GROUND AND POINTING IN THE WRONG
 OP0823'DIRECTION.  IT WAS DESTROYED AND A NEW AZIMUTH MARK WAS
 OP0823'ESTABLISHED.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION
 OP0823'FOLLOWS.
 OP0823'
 OP0823'THE STATION IS LOCATED 5.5 MILES NORTHWEST OF SHELDON, 4 MILES
 OP0823'NORTHEAST OF BOYDEN, IN THE NORTHWEST CORNER OF SECTION 21,
 OP0823'T 97 N, R 43 W, IN A BARNYARD AREA ON PROPERTY OWNED AND
 OP0823'OCCUPIED BY LARRY DEN HARTOG.
 OP0823'
 OP0823'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 OP0823'STATE HIGHWAY 60, IN THE NORTHWEST SECTION OF SHELDON, GO WEST
 OP0823'ON HIGHWAY 18 FOR 3.4 MILES TO A CROSSROAD.  TURN RIGHT AND
 OP0823'GO NORTH ON COUNTY ROUTE L 22 FOR 1.5 MILES TO FIELD ROADS
 OP0823'RIGHT AND LEFT, AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 OP0823'NORTH ON ROUTE L 22 FOR 0.5 MILE TO A CROSSROAD.  TURN LEFT
 OP0823'AND GO WEST ON A DIRT ROAD FOR 0.75 MILE TO TOP OF GRADE AND
 OP0823'A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTH AND EAST ON
 OP0823'THE DRIVEWAY FOR 0.1 MILE TO THE REAR OF THE HOUSE.  TURN
 OP0823'RIGHT AND GO SOUTH ON WEST SIDE OF THE BARN FOR 150 FEET
 OP0823'TO THE STATION AS DESCRIBED.
 OP0823'
 OP0823'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED ARENDS
 OP0823'1934 1971, SET IN THE TOP OF A 20-INCH CYLINDRICAL CONCRETE
 OP0823'MONUMENT WHICH IS 1 INCH BELOW THE SURFACE.  IT IS 67.0 FEET
 OP0823'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 56.0 FEET
 OP0823'EAST OF THE NORTHEAST CORNER OF A FARM BUILDING, 30 FEET
 OP0823'SOUTHEAST OF A WELL PUMP, AND 10 FEET SOUTH OF A BOARD FENCE.
 OP0823'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED ARENDS 1934,
 OP0823'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 36 INCHES
 OP0823'BELOW THE SURFACE.
 OP0823'
 OP0823'REFERENCE MARK 1, A STANDARD DISK STAMPED ARENDS NO 1 1934,
 OP0823'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0823'WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS 52.0 FEET NORTHWEST
 OP0823'OF THE NORTHWEST CORNER OF THE FARM BUILDING, 23 FEET NORTH
 OP0823'OF A 40-INCH TREE, AND 1.9 FEET EAST OF THE SOUTHEAST CORNER
 OP0823'OF THE IMPLEMENT SHED EXTENSION.
 OP0823'
 OP0823'REFERENCE MARK 2, A STANDARD DISK STAMPED ARENDS NO 2 1934,
 OP0823'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0823'WHICH PROJECTS 7 INCHES ABOVE GROUND.  IT IS IN THE LAWN AT
 OP0823'THE REAR OF THE HOUSE, 32.5 FEET SOUTH OF THE SOUTHEAST CORNER
 OP0823'OF THE HOUSE, (NOT 23.5 FEET AS PREVIOUSLY DESCRIBED), 30.0
 OP0823'FEET NORTH-NORTHEAST OF POWER POLE A 75, AND 8 FEET SOUTHWEST
 OP0823'OF A 40-INCH TWIN-TRUNKED TREE.
 OP0823'
 OP0823'THE AZIMUTH MARK, A STANDARD DISK STAMPED ARENDS 1934 NO 2
 OP0823'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP0823'MONUMENT WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS 49.5
 OP0823'FEET WEST OF THE CENTER OF ROUTE L 22, 13.5 FEET SOUTH OF THE
 OP0823'CENTER OF A FIELD ENTRANCE, 2.0 FEET NORTH OF A METAL WITNESS
 OP0823'POST, 1.0 FOOT EAST OF A FENCE CORNER POST, AND ABOUT 3 FEET
 OP0823'LOWER THAN THE ROAD.
 OP0823'
 OP0823'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS
 OP0823'
 OP0823'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 OP0823'SOUTH OF MATLOCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1180 ***********************************************************************
 MJ1180  DESIGNATION -  ARION
 MJ1180  PID         -  MJ1180
 MJ1180  STATE/COUNTY-  IA/CRAWFORD
 MJ1180  USGS QUAD   -  DOW CITY (1971)
 MJ1180
 MJ1180                         *CURRENT SURVEY CONTROL
 MJ1180  ___________________________________________________________________
 MJ1180* NAD 83(1996)-  41 57 52.63247(N)    095 28 12.22189(W)     ADJUSTED  
 MJ1180* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 MJ1180  ___________________________________________________________________
 MJ1180  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 MJ1180  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 MJ1180
 MJ1180  HORZ ORDER  -  SECOND
 MJ1180
 MJ1180.The horizontal coordinates were established by classical geodetic methods
 MJ1180.and adjusted by the National Geodetic Survey in May 1999..
 MJ1180
 MJ1180.The orthometric height was scaled from a topographic map.
 MJ1180
 MJ1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1180
 MJ1180.The geoid height was determined by GEOID03.
 MJ1180
 MJ1180;                    North         East     Units Scale Factor Converg.
 MJ1180;SPC IA N     - 1,053,511.433 1,336,700.011   MT  1.00002009   -1 20 06.7
 MJ1180;SPC IA S     -   220,028.426   336,696.393   MT  1.00003723   -1 17 51.7
 MJ1180;UTM  15      - 4,648,799.233   295,315.276   MT  1.00011556   -1 39 08.0
 MJ1180
 MJ1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1180!SPC IA N     -   0.99993898  x   1.00002009  =   0.99995907
 MJ1180!SPC IA S     -   0.99993898  x   1.00003723  =   0.99997621
 MJ1180!UTM  15      -   0.99993898  x   1.00011556  =   1.00005454
 MJ1180
 MJ1180|---------------------------------------------------------------------|
 MJ1180| PID    Reference Object                     Distance      Geod. Az  |
 MJ1180|                                                           dddmmss.s |
 MJ1180| CL6764 ARION RM 1                           20.344 METERS 08523     |
 MJ1180| CL6763 ARION AZ MK                                        0881801.4 |
 MJ1180| CL6765 ARION RM 2                           19.040 METERS 32901     |
 MJ1180|---------------------------------------------------------------------|
 MJ1180
 MJ1180                          SUPERSEDED SURVEY CONTROL
 MJ1180
 MJ1180  NAD 83(1996)-  41 57 52.63285(N)    095 28 12.22405(W) AD(       ) 2
 MJ1180  NAD 83(1986)-  41 57 52.63343(N)    095 28 12.22477(W) AD(       ) 2
 MJ1180  NAD 27      -  41 57 52.67300(N)    095 28 11.22400(W) AD(       ) 2
 MJ1180
 MJ1180.Superseded values are not recommended for survey control.
 MJ1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1180.See file dsdata.txt to determine how the superseded data were derived.
 MJ1180
 MJ1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9531548799(NAD 83)
 MJ1180_MARKER: DS = TRIANGULATION STATION DISK
 MJ1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1180
 MJ1180  HISTORY     - Date     Condition        Report By
 MJ1180  HISTORY     - 1950     MONUMENTED       CGS
 MJ1180
 MJ1180                          STATION DESCRIPTION
 MJ1180
 MJ1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1180'THE STATION IS LOCATED ABOUT 1 MILE NORTH AND 1/4 MILE WEST OF
 MJ1180'ARION, ON RIGHT-OF-WAY OF A ROAD.  IT IS 26 FEET SOUTH OF THE
 MJ1180'CENTERLINE OF THE ROAD, 19 FEET EAST OF THE CENTERLINE OF A
 MJ1180'DRIVE INTO A FIELD AND 7 FEET NORTHWEST OF A WHITE WITNESS
 MJ1180'POST.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS
 MJ1180'STAMPED ARION 1950.
 MJ1180'
 MJ1180'REFERENCE MARK NO. 1 IS 24 FEET SOUTH OF THE CENTERLINE OF A ROAD
 MJ1180'AND 10 FEET NORTH OF A FENCELINE.  THE MARK PROJECTS ABOUT
 MJ1180'4 INCHES AND THE DISK IS STAMPED ARION NO 1 1950.
 MJ1180'
 MJ1180'REFERENCE MARK NO. 2 IS 28 FEET NORTH OF THE CENTERLINE OF THE
 MJ1180'ROAD, 1.7 FEET SOUTH OF A FENCELINE.  THE MARK PROJECTS ABOUT
 MJ1180'4 INCHES AND THE DISK IS STAMPED ARION NO 2 1950.
 MJ1180'
 MJ1180'AZIMUTH MARK IS 20 FEET NORTH OF THE CENTERLINE OF A ROAD,
 MJ1180'1.8 FEET SOUTH OF A WHITE WITNESS POST AND 7 FEET SOUTH OF A
 MJ1180'FENCELINE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 MJ1180'STAMPED ARION 1950.
 MJ1180'
 MJ1180'TO REACH THE STATION FROM ARION, FROM THE CROSSROADS ON U.S.
 MJ1180'HIGHWAY 30 ABOUT 1 BLOCK EAST OF THE RAILROAD STATION, GO
 MJ1180'NORTH ACROSS RAILROAD TRACKS 0.05 MILE TO FORKS.  TAKE
 MJ1180'RIGHT FORK AND GO NORTH AND EAST FOR 0.4 MILE TO A T-ROAD
 MJ1180'LEFT.  TURN LEFT (NORTH) AND GO 0.8 MILE TO CROSSROADS AT
 MJ1180'BOTTOM OF HILL.  TURN LEFT (WEST) AND GO 0.25 MILE TO AZIMUTH
 MJ1180'MARK ON RIGHT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD FOR 0.25
 MJ1180'MILE TO A GATE ON LEFT AND STATION AS DESCRIBED.
 MJ1180'
 MJ1180'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1221 ***********************************************************************
 LF1221  DESIGNATION -  ARISPE
 LF1221  PID         -  LF1221
 LF1221  STATE/COUNTY-  IA/UNION
 LF1221  USGS QUAD   -  ARISPE (1981)
 LF1221
 LF1221                         *CURRENT SURVEY CONTROL
 LF1221  ___________________________________________________________________
 LF1221* NAD 83(1996)-  40 58 23.70271(N)    094 12 44.65834(W)     ADJUSTED  
 LF1221* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 LF1221  ___________________________________________________________________
 LF1221  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 LF1221  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 LF1221
 LF1221  HORZ ORDER  -  SECOND
 LF1221
 LF1221.The horizontal coordinates were established by classical geodetic methods
 LF1221.and adjusted by the National Geodetic Survey in May 1999..
 LF1221
 LF1221.The orthometric height was scaled from a topographic map.
 LF1221
 LF1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1221
 LF1221.The geoid height was determined by GEOID03.
 LF1221
 LF1221;                    North         East     Units Scale Factor Converg.
 LF1221;SPC IA S     -   108,323.234   440,040.735   MT  0.99995622   -0 28 09.3
 LF1221;UTM  15      - 4,536,495.385   397,992.581   MT  0.99972807   -0 47 42.2
 LF1221
 LF1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1221!SPC IA S     -   0.99994507  x   0.99995622  =   0.99990129
 LF1221!UTM  15      -   0.99994507  x   0.99972807  =   0.99967316
 LF1221
 LF1221:                Primary Azimuth Mark                     Grid Az
 LF1221:SPC IA S     -  AFTON MUNICIPAL TANK                     013 17 25.1
 LF1221:UTM  15      -  AFTON MUNICIPAL TANK                     013 36 58.0
 LF1221
 LF1221|---------------------------------------------------------------------|
 LF1221| PID    Reference Object                     Distance      Geod. Az  |
 LF1221|                                                           dddmmss.s |
 LF1221| MJ1080 AFTON MUNICIPAL TANK                APPROX. 6.3 KM 0124915.8 |
 LF1221| CL6767 ARISPE RM 1                          20.553 METERS 02144     |
 LF1221| CL6766 ARISPE AZ MK                                       0230850.2 |
 LF1221| LF1223 MICROWAVE TWR KAO 53 E ARISPE       APPROX. 6.6 KM 1322558.0 |
 LF1221| CL6768 ARISPE RM 2                          19.237 METERS 20303     |
 LF1221|---------------------------------------------------------------------|
 LF1221
 LF1221                          SUPERSEDED SURVEY CONTROL
 LF1221
 LF1221  NAD 83(1986)-  40 58 23.70113(N)    094 12 44.67874(W) AD(       ) 2
 LF1221  NAD 27      -  40 58 23.73330(N)    094 12 43.85100(W) AD(       ) 2
 LF1221
 LF1221.Superseded values are not recommended for survey control.
 LF1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1221.See file dsdata.txt to determine how the superseded data were derived.
 LF1221
 LF1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF9799336495(NAD 83)
 LF1221_MARKER: DS = TRIANGULATION STATION DISK
 LF1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1221
 LF1221  HISTORY     - Date     Condition        Report By
 LF1221  HISTORY     - 1958     MONUMENTED       CGS
 LF1221  HISTORY     - 1977     MARK NOT FOUND   NGS
 LF1221
 LF1221                          STATION DESCRIPTION
 LF1221
 LF1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LF1221'THE STATION IS ABOUT 4 MILES SOUTH OF AFTON, ON THE EAST SIDE OF
 LF1221'U.S. HIGHWAY 169.  IT IS 56 FEET EAST OF THE CENTERLINE OF
 LF1221'HIGHWAY 169, 3 FEET WEST OF A WIRE FENCE, 77 FEET NORTH OF THE
 LF1221'CENTERLINE OF A FIELD ENTRANCE AND 6 FEET NORTH OF A WHITE
 LF1221'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LF1221'ARISPE 1958.
 LF1221'
 LF1221'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 LF1221'IN AFTON, GO SOUTH AND WEST ON U.S. HIGHWAY 169 FOR 1.65 MILES
 LF1221'TO A SIDE ROAD RIGHT.  CONTINUE SOUTHERLY ON HIGHWAY 169 FOR
 LF1221'1.95 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH
 LF1221'ON HIGHWAY 169 FOR 0.25 MILE TO THE STATION ON THE LEFT.
 LF1221'
 LF1221'REFERENCE MARK 1 IS 54 FEET EAST OF THE CENTERLINE OF HIGHWAY 169,
 LF1221'13 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE AND 6 FEET WEST OF
 LF1221'THE WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LF1221'ARISPE NO 1 1958.
 LF1221'
 LF1221'REFERENCE MARK 2 IS 56 FEET EAST OF THE CENTERLINE OF HIGHWAY 169,
 LF1221'25 FEET NORTH OF A TELEPHONE POLE, 7 FEET NORTHWEST OF A NORTH
 LF1221'GATE POST AND 3 FEET WEST OF THE WIRE FENCE.  THE MONUMENT
 LF1221'IS FLUSH AND THE DISK IS STAMPED ARISPE NO 2 1958.
 LF1221'
 LF1221'THE AZIMUTH MARK IS 51 FEET EAST OF THE CENTERLINE OF HIGHWAY 169,
 LF1221'19 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 12 FEET SOUTHWEST
 LF1221'OF A T-FENCE CORNER AND 4 FEET SOUTH OF A WHITE WITNESS POST.
 LF1221'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ARISPE 1958.
 LF1221'
 LF1221'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LF1221
 LF1221                          STATION RECOVERY (1977)
 LF1221
 LF1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LF1221'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LF1221'SEARCHED FOR AND NOT FOUND.  IT IS BELIEVED THESE MARKS WERE
 LF1221'DESTROYED BY NEW ROAD CONSTRUCTION ON US HIGHWAY 169.
 LF1221'
 LF1221'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH
 LF1221'OF AFTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0811 ***********************************************************************
 NJ0811  DESIGNATION -  ARLINGTON
 NJ0811  PID         -  NJ0811
 NJ0811  STATE/COUNTY-  IA/FAYETTE
 NJ0811  USGS QUAD   -  ARLINGTON (1965)
 NJ0811
 NJ0811                         *CURRENT SURVEY CONTROL
 NJ0811  ___________________________________________________________________
 NJ0811* NAD 83(1996)-  42 44 42.76041(N)    091 40 23.01637(W)     ADJUSTED  
 NJ0811* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 NJ0811  ___________________________________________________________________
 NJ0811  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 NJ0811  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 NJ0811
 NJ0811  HORZ ORDER  -  FIRST
 NJ0811
 NJ0811.The horizontal coordinates were established by classical geodetic methods
 NJ0811.and adjusted by the National Geodetic Survey in May 1999..
 NJ0811
 NJ0811.The orthometric height was scaled from a topographic map.
 NJ0811
 NJ0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0811
 NJ0811.The geoid height was determined by GEOID03.
 NJ0811
 NJ0811;                    North         East     Units Scale Factor Converg.
 NJ0811;SPC IA N     - 1,139,930.179 1,649,564.819   MT  0.99994628   +1 14 17.5
 NJ0811;UTM  15      - 4,733,375.228   608,603.282   MT  0.99974511   +0 54 02.6
 NJ0811
 NJ0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0811!SPC IA N     -   0.99994960  x   0.99994628  =   0.99989589
 NJ0811!UTM  15      -   0.99994960  x   0.99974511  =   0.99969473
 NJ0811
 NJ0811|---------------------------------------------------------------------|
 NJ0811| PID    Reference Object                     Distance      Geod. Az  |
 NJ0811|                                                           dddmmss.s |
 NJ0811| NJ0810 ARLINGTON MUNICIPAL TANK             12.643 METERS 04737     |
 NJ0811| NJ0794 YEAROUS                             APPROX. 6.4 KM 0731417.5 |
 NJ0811| CI5054 ARLINGTON RM 1                       18.922 METERS 15231     |
 NJ0811| CI5055 ARLINGTON RM 2                       26.890 METERS 23011     |
 NJ0811| CI5053 ARLINGTON AZ MK                                    2674450.0 |
 NJ0811| NJ0812 ARLINGTON ST JOHNS LUTH CH TWR      245.393 METERS 31459     |
 NJ0811|---------------------------------------------------------------------|
 NJ0811
 NJ0811                          SUPERSEDED SURVEY CONTROL
 NJ0811
 NJ0811  NAD 83(1996)-  42 44 42.76025(N)    091 40 23.01592(W) AD(       ) 1
 NJ0811  NAD 83(1986)-  42 44 42.74957(N)    091 40 23.01536(W) AD(       ) 1
 NJ0811  NAD 27      -  42 44 42.81210(N)    091 40 22.45770(W) AD(       ) 1
 NJ0811
 NJ0811.Superseded values are not recommended for survey control.
 NJ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0811.See file dsdata.txt to determine how the superseded data were derived.
 NJ0811
 NJ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0860333375(NAD 83)
 NJ0811_MARKER: DS = TRIANGULATION STATION DISK
 NJ0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0811
 NJ0811  HISTORY     - Date     Condition        Report By
 NJ0811  HISTORY     - 1935     MONUMENTED       CGS
 NJ0811  HISTORY     - 1960     GOOD             CGS
 NJ0811  HISTORY     - 1964     GOOD             USGS
 NJ0811
 NJ0811                          STATION DESCRIPTION
 NJ0811
 NJ0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0811'THIS STATION IS IN THE SW PART OF ARLINGTON, IN THE SE 1/4
 NJ0811'SEC. 28, T 92 N, R 7 W, ON LAND OWNED BY THE CITY.  THE MARK
 NJ0811'IS ON A TRIANGULAR PIECE OF LAND OCCUPIED BY THE MUNICIPAL
 NJ0811'WATER TANK, 20 FEET W OF SW CORNER OF PUMP HOUSE, 27 FEET SW
 NJ0811'OF SW LEG OF TANK, 35 FEET N OF CENTER LINE OF E-W GRAVEL
 NJ0811'ROAD.  THE MARK IS FLUSH.
 NJ0811'
 NJ0811'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NJ0811'BRONZE DISKS SET IN CONCRETE.
 NJ0811'
 NJ0811'REFERENCE MARK NO. 1 IS ACROSS THE ROAD SSE OF THE STATION,
 NJ0811'1 FOOT N OF RIGHT-OF-WAY FENCE LINE, 2 FEET SW OF ELECTRIC
 NJ0811'LIGHT POLE.  THE MARK PROJECTS 2 INCHES.  REFERENCE MARK NO.
 NJ0811'2 IS ACROSS THE ROAD SW OF THE STATION, 1 FOOT N OF RIGHT-OF-WAY
 NJ0811'FENCE LINE, 35 FEET SSW OF T-ROAD INTERSECTION.  THE MARK
 NJ0811'PROJECTS 2 INCHES.
 NJ0811'
 NJ0811'THE AZIMUTH MARK IS W OF THE STATION ABOUT 100 FEET E OF TOP
 NJ0811'OF SECOND HILL W OF THE STATION, 1 FOOT N OF S RIGHT-OF-WAY
 NJ0811'FENCE THE MARK PROJECTS 2 INCHES.
 NJ0811'
 NJ0811'LIGHTS 87 FEET ABOVE STATION YEAROUS COME INTO VIEW 64 FEET
 NJ0811'ABOVE THIS STATION.
 NJ0811'
 NJ0811'LIGHTS 100 FEET ABOVE STATION YONDA COME INTO VIEW 64 FEET
 NJ0811'ABOVE THIS STATION.
 NJ0811'
 NJ0811'LIGHTS 100 FEET ABOVE STATION SCHUG COME INTO VIEW 50 FEET
 NJ0811'ABOVE THIS STATION.
 NJ0811
 NJ0811                          STATION RECOVERY (1960)
 NJ0811
 NJ0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JAW)
 NJ0811'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 NJ0811'REFERENCE AND AZIMUTH MARKS WERE NOT RECOVERED.  IT APPEARS
 NJ0811'THAT THEY WERE DESTROYED DURING ROAD CONSTRUCTION.
 NJ0811'
 NJ0811'THE STATION MARK IS LOCATED IN A ROAD MAINTAINER SHED, 26
 NJ0811'FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE ARLINGTON WATER
 NJ0811'TANK, 21 FEET WEST OF THE EAST END OF THE SHED, 11.4 FEET
 NJ0811'NORTH OF THE SOUTH WALL OF THE SHED, 9.2 FEET SOUTH OF THE NORTH
 NJ0811'WALL OF THE SHED, 9 FEET EAST OF THE DOOR OF THE SHED, 4 FEET NORTH
 NJ0811'OF AN EXTENDED LINE OF POWER LINE POLES, AND THE MARK IS 2
 NJ0811'INCHES UNDERGROUND.
 NJ0811'
 NJ0811'MR. RAY ASTOR, TOWN CLERK KNOWS THE LOCATION OF THIS MARK.
 NJ0811
 NJ0811                          STATION RECOVERY (1964)
 NJ0811
 NJ0811'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NJ0811'STATION WAS RECOVERED 2 IN UNDER THE GROUND IN A DIRT FLOORED
 NJ0811'EQUIPMENT (HEAVY) STORAGE SHED ADJACENT TO MUNICIPAL WATER TANK.
 NJ0811'
 NJ0811'R.M. 1 AND 2 AND AZIMUTH MARK WERE NOT RECOVERED.  BELIEVED
 NJ0811'DESTROYED WHEN ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0809 ***********************************************************************
 NJ0809  DESIGNATION -  ARLINGTON METH EPIS CH SPIRE
 NJ0809  PID         -  NJ0809
 NJ0809  STATE/COUNTY-  IA/FAYETTE
 NJ0809  USGS QUAD   -  ARLINGTON (1965)
 NJ0809
 NJ0809                         *CURRENT SURVEY CONTROL
 NJ0809  ___________________________________________________________________
 NJ0809* NAD 83(1996)-  42 44 51.75090(N)    091 40 12.54884(W)     ADJUSTED  
 NJ0809* NAVD 88     -                                                        
 NJ0809  ___________________________________________________________________
 NJ0809  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 NJ0809  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 NJ0809
 NJ0809  HORZ ORDER  -  THIRD
 NJ0809
 NJ0809.The horizontal coordinates were established by classical geodetic methods
 NJ0809.and adjusted by the National Geodetic Survey in May 1999..
 NJ0809
 NJ0809
 NJ0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0809
 NJ0809.The geoid height was determined by GEOID03.
 NJ0809
 NJ0809;                    North         East     Units Scale Factor Converg.
 NJ0809;SPC IA N     - 1,140,212.673 1,649,796.816   MT  0.99994634   +1 14 24.6
 NJ0809;UTM  15      - 4,733,656.295   608,836.891   MT  0.99974573   +0 54 09.9
 NJ0809
 NJ0809                          SUPERSEDED SURVEY CONTROL
 NJ0809
 NJ0809  NAD 83(1996)-  42 44 51.75075(N)    091 40 12.54834(W) AD(       ) 4
 NJ0809  NAD 83(1986)-  42 44 51.74021(N)    091 40 12.54762(W) AD(       ) 4
 NJ0809  NAD 27      -  42 44 51.80400(N)    091 40 11.99400(W) AD(       ) 3
 NJ0809
 NJ0809.Superseded values are not recommended for survey control.
 NJ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0809.See file dsdata.txt to determine how the superseded data were derived.
 NJ0809
 NJ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0883733656(NAD 83)
 NJ0809_MARKER: 90 = CHURCH SPIRE
 NJ0809
 NJ0809  HISTORY     - Date     Condition        Report By
 NJ0809  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0809
 NJ0809                          STATION DESCRIPTION
 NJ0809
 NJ0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0809'THIS STATION IS THE CENTER OF THE BALL ON THE TOP OF THE SPIRE
 NJ0809'OF THE METHODIST EPISCOPAL CHURCH, IN THE E ANGLE OF THE
 NJ0809'INTERSECTION OF HIGH AND MAIN STREETS IN ARLINGTON.  IT IS
 NJ0809'ABOUT 75 FEET SE OF THE CENTER LINE OF HIGH STREET, AND 75
 NJ0809'FEET NE OF THE CENTER LINE OF MAIN STREET.  IT IS A SQUARE WHITE
 NJ0809'TOWER ON THE NW END OF THE CHURCH (WHICH IS AN OLD WHITE WOODEN
 NJ0809'STRUCTURE), SURMOUNTED BY A SLIM GREY OCTAGONAL SPIRE, ON THE
 NJ0809'TOP OF WHICH IS A PLATE AND A LARGE YELLOW BALL.  THE TOWER
 NJ0809'HAS LOUVERED WINDOWS ON EAST SIDE AND IS ABOUT 50 FEET HIGH,
 NJ0809'AND THE SPIRE IS ABOUT 40 FEET HIGH.  IT IS QUITE PROMINENT
 NJ0809'FROM THE SURROUNDING TERRITORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0810 ***********************************************************************
 NJ0810  DESIGNATION -  ARLINGTON MUNICIPAL TANK
 NJ0810  PID         -  NJ0810
 NJ0810  STATE/COUNTY-  IA/FAYETTE
 NJ0810  USGS QUAD   -  ARLINGTON (1965)
 NJ0810
 NJ0810                         *CURRENT SURVEY CONTROL
 NJ0810  ___________________________________________________________________
 NJ0810* NAD 83(1996)-  42 44 43.03660(N)    091 40 22.60577(W)     ADJUSTED  
 NJ0810* NAVD 88     -                                                        
 NJ0810  ___________________________________________________________________
 NJ0810  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 NJ0810  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 NJ0810
 NJ0810  HORZ ORDER  -  THIRD
 NJ0810
 NJ0810.The horizontal coordinates were established by classical geodetic methods
 NJ0810.and adjusted by the National Geodetic Survey in May 1999..
 NJ0810
 NJ0810
 NJ0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0810
 NJ0810.The geoid height was determined by GEOID03.
 NJ0810
 NJ0810;                    North         East     Units Scale Factor Converg.
 NJ0810;SPC IA N     - 1,139,938.900 1,649,573.970   MT  0.99994628   +1 14 17.8
 NJ0810;UTM  15      - 4,733,383.895   608,612.483   MT  0.99974513   +0 54 02.9
 NJ0810
 NJ0810                          SUPERSEDED SURVEY CONTROL
 NJ0810
 NJ0810  NAD 83(1996)-  42 44 43.03644(N)    091 40 22.60532(W) AD(       ) 4
 NJ0810  NAD 83(1986)-  42 44 43.02574(N)    091 40 22.60474(W) AD(       ) 4
 NJ0810  NAD 27      -  42 44 43.08800(N)    091 40 22.04700(W) AD(       ) 3
 NJ0810
 NJ0810.Superseded values are not recommended for survey control.
 NJ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0810.See file dsdata.txt to determine how the superseded data were derived.
 NJ0810
 NJ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0861233384(NAD 83)
 NJ0810_MARKER: 51 = TANK
 NJ0810
 NJ0810  HISTORY     - Date     Condition        Report By
 NJ0810  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0810
 NJ0810                          STATION DESCRIPTION
 NJ0810
 NJ0810'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1024 ***********************************************************************
 OP1024  DESIGNATION -  ARMSTRONG BLACK WATER TANK
 OP1024  PID         -  OP1024
 OP1024  STATE/COUNTY-  IA/EMMET
 OP1024  USGS QUAD   -  ARMSTRONG (1980)
 OP1024
 OP1024                         *CURRENT SURVEY CONTROL
 OP1024  ___________________________________________________________________
 OP1024* NAD 83(1996)-  43 23 49.15524(N)    094 28 51.91953(W)     ADJUSTED  
 OP1024* NAVD 88     -                                                        
 OP1024  ___________________________________________________________________
 OP1024  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 OP1024  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 OP1024
 OP1024  HORZ ORDER  -  THIRD
 OP1024
 OP1024.The horizontal coordinates were established by classical geodetic methods
 OP1024.and adjusted by the National Geodetic Survey in May 1999..
 OP1024
 OP1024
 OP1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1024
 OP1024.The geoid height was determined by GEOID03.
 OP1024
 OP1024;                    North         East     Units Scale Factor Converg.
 OP1024;SPC IA N     - 1,211,181.977 1,420,517.714   MT  1.00002642   -0 39 53.7
 OP1024;UTM  15      - 4,805,966.339   380,058.231   MT  0.99977696   -1 01 03.7
 OP1024
 OP1024                          SUPERSEDED SURVEY CONTROL
 OP1024
 OP1024  NAD 83(1996)-  43 23 49.15524(N)    094 28 51.91952(W) AD(       ) 4
 OP1024  NAD 83(1986)-  43 23 49.15018(N)    094 28 51.91829(W) AD(       ) 4
 OP1024  NAD 27      -  43 23 49.30500(N)    094 28 50.98300(W) AD(       ) 3
 OP1024
 OP1024.Superseded values are not recommended for survey control.
 OP1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1024.See file dsdata.txt to determine how the superseded data were derived.
 OP1024
 OP1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8005805966(NAD 83)
 OP1024_MARKER: 53 = ELEVATED TANK
 OP1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1024+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2002
 OP1024
 OP1024  HISTORY     - Date     Condition        Report By
 OP1024  HISTORY     - 1927     FIRST OBSERVED   CGS
 OP1024  HISTORY     - 1934     GOOD             CGS
 OP1024  HISTORY     - 20020724 GOOD             USPSQD
 OP1024
 OP1024                          STATION DESCRIPTION
 OP1024
 OP1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1024'THIS STATION WAS ESTABLISHED IN 1927 BUT NO DESCRIPTION WAS
 OP1024'WRITTEN AT THAT TIME.  THE STATION IS THE CENTER OF THE ARMSTRONG
 OP1024'MUNICIPAL WATER TANK, LOCATED IN THE NORTH PART OF THE TOWN
 OP1024'OF ARMSTRONG, IN THE NW 1/4 OF SECTION 14, T 99 N, R 31 W,
 OP1024'ABOUT 200 FEET WEST OF THE CENTERLINE OF WEST SIXTH STREET
 OP1024'AND ABOUT 100 FEET SOUTH OF THE CENTERLINE OF THIRD AVENUE.
 OP1024'
 OP1024'THE TANK IS STEEL.  THE LEGS, FRAMEWORK AND TANK ARE PAINTED
 OP1024'BLACK.  THE ROOF OF THE TANK IS PAINTED WHITE.  THE TANK HAS
 OP1024'AN OVAL BASE, CYLINDRICAL WALL AND A CONICAL TOP.  AT THE APEX
 OP1024'OF THE TOP THERE IS A 10-INCH BALL SURMOUNTED BY A WEATHER
 OP1024'VANE.  A SIX FOOT STANDPIPE EXTENDS FROM THE BASE OF THE TANK
 OP1024'PROPER TO THE GROUND.  THE OVERALL HEIGHT OF THE TANK IS ABOUT
 OP1024'110 FEET.  IT IS VERY PROMINENT.  THE TANK WAS ERECTED IN 1913.
 OP1024
 OP1024                          STATION RECOVERY (2002)
 OP1024
 OP1024'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 OP1024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0856 ***********************************************************************
 NL0856  DESIGNATION -  ARNDT
 NL0856  PID         -  NL0856
 NL0856  STATE/COUNTY-  IA/SAC
 NL0856  USGS QUAD   -  GRANT CITY (1980)
 NL0856
 NL0856                         *CURRENT SURVEY CONTROL
 NL0856  ___________________________________________________________________
 NL0856* NAD 83(1996)-  42 21 53.88815(N)    094 53 48.04643(W)     ADJUSTED  
 NL0856* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 NL0856  ___________________________________________________________________
 NL0856  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 NL0856  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 NL0856
 NL0856  HORZ ORDER  -  FIRST
 NL0856
 NL0856.The horizontal coordinates were established by classical geodetic methods
 NL0856.and adjusted by the National Geodetic Survey in May 1999..
 NL0856
 NL0856.The orthometric height was scaled from a topographic map.
 NL0856
 NL0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0856
 NL0856.The geoid height was determined by GEOID03.
 NL0856
 NL0856;                    North         East     Units Scale Factor Converg.
 NL0856;SPC IA N     - 1,097,027.644 1,384,957.539   MT  0.99995925   -0 56 47.7
 NL0856;UTM  15      - 4,692,041.869   343,819.617   MT  0.99990013   -1 16 42.0
 NL0856
 NL0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0856!SPC IA N     -   0.99994510  x   0.99995925  =   0.99990435
 NL0856!UTM  15      -   0.99994510  x   0.99990013  =   0.99984524
 NL0856
 NL0856:                Primary Azimuth Mark                     Grid Az
 NL0856:SPC IA N     -  LYTTON MUNICIPAL TANK                    026 26 25.4
 NL0856:UTM  15      -  LYTTON MUNICIPAL TANK                    026 46 19.7
 NL0856
 NL0856|---------------------------------------------------------------------|
 NL0856| PID    Reference Object                     Distance      Geod. Az  |
 NL0856|                                                           dddmmss.s |
 NL0856| NL0848 LYTTON MUNICIPAL TANK               APPROX. 7.2 KM 0252937.7 |
 NL0856| CI5060 ARNDT RM 1                           23.942 METERS 04127     |
 NL0856| NL0821 JOLLEY FARMERS ELEV CO TOWER        APPROX.19.2 KM 0485805.5 |
 NL0856| CI5062 ARNDT RM 3                           26.683 METERS 04935     |
 NL0856| NL0824 ROCKWELL CITY ST FRANCIS SCH        APPROX.21.4 KM 0802953.2 |
 NL0856| NL0823 ROCKWELL CITY MUNICIPAL TANK        APPROX.21.8 KM 0804423.3 |
 NL0856| CI5063 ARNDT RM 4                           30.355 METERS 12644     |
 NL0856| NL0819 LAKE CITY MUNICIPAL TANK            APPROX.17.1 KM 1283423.3 |
 NL0856| NL0820 LAKE CITY MUNICIPAL STANDPIPE       APPROX.17.1 KM 1283730.9 |
 NL0856| CI5061 ARNDT RM 2                           22.540 METERS 13508     |
 NL0856| NL0854 ST PETERS EV LUTH CH SPIRE          APPROX. 1.4 KM 1484942.9 |
 NL0856| NL0852 AUBURN MUNICIPAL TANK               APPROX.12.7 KM 1712524.9 |
 NL0856| CI5058 ARNDT AZ MK                                        1755923.8 |
 NL0856| NL0588 WALL LAKE MUNICIPAL TANK            APPROX.18.9 KM 2365940.9 |
 NL0856| NL0589 LAKE VIEW MUNICIPAL TANK            APPROX.14.6 KM 2441717.3 |
 NL0856| NL0857 SAC CITY HIGH SCHOOL CUPOLA         APPROX.10.3 KM 3075149.3 |
 NL0856|---------------------------------------------------------------------|
 NL0856
 NL0856                          SUPERSEDED SURVEY CONTROL
 NL0856
 NL0856  NAD 83(1996)-  42 21 53.88681(N)    094 53 48.04791(W) AD(       ) 1
 NL0856  NAD 83(1986)-  42 21 53.88514(N)    094 53 48.04716(W) AD(       ) 1
 NL0856  NAD 27      -  42 21 53.95300(N)    094 53 47.10000(W) AD(       ) 1
 NL0856
 NL0856.Superseded values are not recommended for survey control.
 NL0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0856.See file dsdata.txt to determine how the superseded data were derived.
 NL0856
 NL0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG4382092042(NAD 83)
 NL0856_MARKER: DS = TRIANGULATION STATION DISK
 NL0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0856
 NL0856  HISTORY     - Date     Condition        Report By
 NL0856  HISTORY     - 1934     MONUMENTED       CGS
 NL0856  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NL0856  HISTORY     - 1950     GOOD             CGS
 NL0856  HISTORY     - 1953     GOOD             CGS
 NL0856
 NL0856                          STATION DESCRIPTION
 NL0856
 NL0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0856'THIS STATION IS ABOUT 4-1/2 MILES SSW OF LYTTON.  13 MILES
 NL0856'S OF W OF ROCKWELL CITY.  AND 10-1/2 MILES NW OF LAKE CITY.
 NL0856'IN THE NE 1/4 SECTION 10, T 87 N, R 35 W.  ON LAND OWNED
 NL0856'AND OCCUPIED BY G.F. ARNDT.  THE STATION MARK IS ACROSS THE
 NL0856'ROAD FROM THE GROVE, WHICH IS IN FRONT YARD OF FARM HOUSE.
 NL0856'27 FEET S OF GATE POST (GATE INTO FIELD).  30 FEET W OF
 NL0856'CENTER LINE OF ROAD.  AND 10 FEET N OF TELEPHONE POLE.  THE
 NL0856'MARK PROJECTS 5 INCHES.
 NL0856'
 NL0856'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0856'BRONZE DISKS SET IN CONCRETE.
 NL0856'
 NL0856'REFERENCE MARK NO. 1 IS NE OF THE STATION.  1 FOOT E OF FENCE
 NL0856'LINE.  15 FEET N OF TELEPHONE POLE.  AND 24 FEET E OF THE
 NL0856'CENTER LINE OF ROAD.  THE MARK PROJECTS 12 INCHES.
 NL0856'
 NL0856'REFERENCE MARK NO. 2 IS SE OF THE STATION.  1 FOOT E OF FENCE
 NL0856'LINE.  6 FEET N OF STONE GATE POST, AT DRIVEWAY TO FARM HOUSE,
 NL0856'AND 24 FEET E OF CENTER LINE OF ROAD.  THE MARK PROJECTS 5
 NL0856'INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 111.29
 NL0856'FEET.
 NL0856'
 NL0856'THE AZIMUTH MARK IS S OF THE STATION.  .05 MILE E OF CROSSROADS.
 NL0856'30 FEET S OF CENTER LINE OF GRAVEL ROAD.  6 INCHES N OF
 NL0856'FENCE LINE, AND 0.35 MILE W OF ST. PETRI EVANGELICAL LUTHERAN
 NL0856'CHURCH.  THE MARK PROJECTS 7 INCHES.
 NL0856'
 NL0856'TO REACH THE STATION FROM ROCKWELL CITY, GO W ON U.S. HIGHWAY
 NL0856'20 FROM THE POINT WHERE STATE HIGHWAY 17 TURNS S, 11.1 MILES TO
 NL0856'A CROSSROADS WHERE U.S. HIGHWAY 20 TURNS N.  THENCE S 2.1 MILES
 NL0856'TO CROSSROADS TURN W 2.0 MILES TO CROSSROADS.  THENCE N 0.25
 NL0856'MILE TO FARM HOUSE ON LEFT AND STATION ON RIGHT.
 NL0856'
 NL0856'ALL LIGHTS COME INTO VIEW AT 60 FEET.
 NL0856
 NL0856                          STATION RECOVERY (1948)
 NL0856
 NL0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NL0856'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NL0856'IN GOOD CONDITION.
 NL0856'
 NL0856'DUE TO ROAD CONSTRUCTION PLANNED BY THE SAC COUNTY HIGHWAY
 NL0856'DEPARTMENT DURING 1948 THE STATION MARK AND BOTH REFERENCE
 NL0856'MARKS WOULD HAVE BEEN DESTROYED.  AS A RESULT THE STATION MARK
 NL0856'WAS LOWERED TO A DEPTH WHERE THE SURFACE MARK WILL BE
 NL0856'APPROXIMATELY 12 INCHES BELOW THE SURFACE OF THE DITCH WHEN THE
 NL0856'NEW ROAD IS FINISHED.  STATION MARK WILL BE APPROXIMATELY 30
 NL0856'FEET WEST OF THE CENTERLINE OF NEW ROAD.  NO OTHER
 NL0856'MEASUREMENTS WERE TAKEN TO THE STATION AS ALL OBJECTS
 NL0856'WILL BE MOVED BECAUSE OF THE ROAD CONSTRUCTION.  STATION AND
 NL0856'UNDERGROUND MARKS ARE DESCRIBED.  THE NEW
 NL0856'MARKS WERE STAMPED ARNDT 1934.
 NL0856'
 NL0856'TWO NEW REFERENCE MARKS WERE ESTABLISHED AND THE OLD ONES
 NL0856'WERE DESTROYED.
 NL0856'
 NL0856'REFERENCE MARK NO. 3 IS 87.54 FEET NORTHEAST OF THE STATION,
 NL0856'APPROXIMATELY 42 FEET EAST OF THE CENTERLINE OF NEW ROAD
 NL0856'AND 2 FEET WEST OF THE EAST R.O.W. FENCE.  THE MARK PROJECTS 4
 NL0856'INCHES AND THE DISC IS STAMPED ARNDT NO 3 1934.
 NL0856'
 NL0856'REFERENCE MARK NO. 4 IS 99.59 FEET SOUTHEAST OF THE STATION,
 NL0856'APPROXIMATELY 53 FEET EAST OF THE CENTERLINE OF NEW ROAD, 9
 NL0856'FEET EAST OF THE EAST R.O.W. FENCE AND 1 FOOT NORTH OF THE
 NL0856'NORTH DRIVEWAY FENCE TO MR. G.F. ARNDTS FARM HOUSE.  THE MARK
 NL0856'PROJECTS 4 INCHES AND THE DISC IS STAMPED ARNDT NO 4 1934.
 NL0856'
 NL0856'THE DIRECTIONS TO THE NEW REFERENCE MARKS WERE OBTAINED BY
 NL0856'INITIALING ON REFERENCE MARK NO. 1 AND MEASURING THE ANGLES
 NL0856'TO THE NEW REFERENCE MARKS AND REFERENCE MARK NO. 2.  THE
 NL0856'ANGLE MEASURED BETWEEN THE OLD REFERENCE MARKS NO. 1 AND NO. 2
 NL0856'CHECKED THE ANGLE MEASURED IN 1934.  THE AZIMUTH MARK WAS NOT
 NL0856'USED AS THE INITIAL AS IT WAS NOT VISIBLE FROM THE GROUND.
 NL0856'A GROUP OF TREES NEAR THE STATION OBSTRUCTED THE LINE OF
 NL0856'SIGHT.  THIS GROUP OF TREES WILL BE REMOVED BY THE NEW ROAD
 NL0856'CONSTRUCTION AND THE AZIMUTH MARK WILL BE VISIBLE FROM THE
 NL0856'GROUND.
 NL0856'
 NL0856'OBSERVATIONS WERE MADE FROM A FOUR-FOOT TRIPOD.
 NL0856
 NL0856                          STATION RECOVERY (1950)
 NL0856
 NL0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0856'STATION WAS RECOVERED AS DESCRIBED IN 1948 AND ALL MARKS WERE
 NL0856'FOUND TO BE IN GOOD CONDITION.  DUE TO THE CONSTRUCTION OF
 NL0856'THE NEW ROAD IT WAS NECESSARY TO MEASURE THE REFERENCE MARKS AT
 NL0856'A SLOPE.  A COMPLETE NEW DESCRIPTION FOLLOWS.  STATION IS LOCATED
 NL0856'ABOUT 10-1/2 MILES NORTHWEST OF LAKE CITY AND 4-1/2 MILES SOUTH
 NL0856'SOUTHWEST OF LYTTON.  STATION IS 39 FEET SOUTH OF DRIVEWAY TO
 NL0856'FIELD, 30 FEET WEST OF THE APPROXIMATE CENTERLINE OF GRAVEL
 NL0856'ROAD, 15 FEET NORTHEAST OF TELEPHONE POLE WITH TRIANGLE BLAZE
 NL0856'AND 12 FEET EAST OF FENCE.  THE MARK IS ABOUT 3 FEET BELOW
 NL0856'THE SURFACE OF THE DISK IS STAMPED ARNDT 1934.
 NL0856'
 NL0856'REFERENCE MARK NO. 3 IS 40 FEET SOUTH OF TELEPHONE POLE, 39
 NL0856'FEET EAST OF THE APPROXIMATE CENTERLINE OF ROAD AND 28 FEET
 NL0856'WEST OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 NL0856'STAMPED ARNDT NO 3 1934.
 NL0856'
 NL0856'REFERENCE MARK NO. 4 IS 53 FEET EAST OF THE APPROXIMATE
 NL0856'CENTERLINE OF ROAD AND 15 FEET NORTH OF DRIVEWAY LEADING TO
 NL0856'FARMHOUSE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 NL0856'STAMPED ARNDT NO 4 1934.
 NL0856'
 NL0856'AZIMUTH MARK IS 30 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 NL0856'GRAVEL ROAD, 27 FEET WEST OF TELEPHONE POLE AND 1 FOOT NORTH
 NL0856'OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 NL0856'STAMPED ARNDT AZIMUTH 1934.
 NL0856'
 NL0856'TO REACH FROM THE MUNICIPAL BUILDING IN LAKE VIEW GO EAST AND
 NL0856'NORTHEAST ON CITY ROUTE U.S. 71 FOR 0.8 MILE TO JUNCTION
 NL0856'WITH U.S. HIGHWAY 71. CONTINUE EAST ON U.S. HIGHWAY 71 FOR
 NL0856'4.1 MILES TO FORK WHERE PAVED ROAD TURNS RIGHT.  CONTINUE
 NL0856'STRAIGHT AHEAD, EAST, ON GRAVEL ROAD FOR 3.15 MILES TO T
 NL0856'INTERSECTION.  TURN LEFT AND GO NORTH ON MAIN GRAVEL ROAD FOR
 NL0856'3.0 MILES TO CROSSROADS.
 NL0856'
 NL0856'CONTINUE NORTH FOR 0.8 MILE TO STATION ON LEFT OR WEST SIDE OF
 NL0856'ROAD AS DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION GO
 NL0856'SOUTH FOR 0.8 MILE TO CROSSROAD.  TURN LEFT AND GO EAST FOR 0.05
 NL0856'MILE TO AZIMUTH ON RIGHT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 NL0856'
 NL0856'OBSERVATIONS TAKEN FROM A 77 FOOT STEEL TOWER.
 NL0856
 NL0856                          STATION RECOVERY (1953)
 NL0856
 NL0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 NL0856'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NL0856'GOOD CONDITION.  NEW ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH
 NL0856'MARK.  A NEW AZIMUTH MARK WAS SET ON LINE FROM THE OLD AZIMUTH
 NL0856'MARK TOWARD THE STATION MARK AT THE REQUEST OF THE SAC COUNTY
 NL0856'ENGINEER.  THE DESCRIPTIONS FOR THE STATION ARE ADEQUATE.
 NL0856'DESCRIPTION OF THE NEW AZIMUTH MARK AND AN ALTERNATE TO REACH
 NL0856'FOLLOWS.
 NL0856'
 NL0856'AZIMUTH MARK (RESET) IS 0.8 MILE SOUTH OF THE STATION, 197
 NL0856'FEET EAST OF A SOUTHWEST FENCE CORNER, 56 FEET WEST OF A POWER
 NL0856'POLE, 33 FEET NORTH OF THE CENTER OF GRAVEL ROAD, AND 1 FOOT
 NL0856'SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 NL0856'STAMPED ARNDT 1934 RESET 1953.
 NL0856'
 NL0856'TO REACH THE STATION FROM THE COURTHOUSE IN SAC CITY, GO EAST
 NL0856'ON U.S. HIGHWAYS 71 AND 20 FOR 1.8 MILES TO THEIR JUNCTION.
 NL0856'CONTINUE STRAIGHT AHEAD EAST ON U.S. HIGHWAY 20 FOR 3.0 MILES TO
 NL0856'GRAVEL CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 3.7 MILES TO
 NL0856'MR. ARNDTS FARM BUILDINGS ON THE LEFT AND THE STATION ON THE
 NL0856'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0623 ***********************************************************************
 NL0623  DESIGNATION -  ARTHUR
 NL0623  PID         -  NL0623
 NL0623  STATE/COUNTY-  IA/IDA
 NL0623  USGS QUAD   -  SCHALLER SOUTH (1980)
 NL0623
 NL0623                         *CURRENT SURVEY CONTROL
 NL0623  ___________________________________________________________________
 NL0623* NAD 83(1996)-  42 24 53.63723(N)    095 21 41.80385(W)     ADJUSTED  
 NL0623* NAVD 88     -       452.99   (+/-2cm)    1486.2    (feet)  VERTCON   
 NL0623  ___________________________________________________________________
 NL0623  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 NL0623  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 NL0623
 NL0623  HORZ ORDER  -  SECOND
 NL0623  VERT ORDER  -  THIRD ? (See Below)
 NL0623
 NL0623.The horizontal coordinates were established by classical geodetic methods
 NL0623.and adjusted by the National Geodetic Survey in May 1999..
 NL0623
 NL0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0623.The vertical order pertains to the NGVD 29 superseded value.
 NL0623
 NL0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0623
 NL0623.The geoid height was determined by GEOID03.
 NL0623
 NL0623;                    North         East     Units Scale Factor Converg.
 NL0623;SPC IA N     - 1,103,310.347 1,346,789.253   MT  0.99995505   -1 15 42.1
 NL0623;UTM  15      - 4,698,545.553   305,687.488   MT  1.00006458   -1 35 36.2
 NL0623
 NL0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0623!SPC IA N     -   0.99993340  x   0.99995505  =   0.99988845
 NL0623!UTM  15      -   0.99993340  x   1.00006458  =   0.99999797
 NL0623
 NL0623:                Primary Azimuth Mark                     Grid Az
 NL0623:SPC IA N     -  ARTHUR AZ MK                             097 04 18.3
 NL0623:UTM  15      -  ARTHUR AZ MK                             097 24 12.4
 NL0623
 NL0623|---------------------------------------------------------------------|
 NL0623| PID    Reference Object                     Distance      Geod. Az  |
 NL0623|                                                           dddmmss.s |
 NL0623| CO2107 ARTHUR AZ MK                                       0954836.2 |
 NL0623| CO2108 ARTHUR AZ MK 2                                     0961401.8 |
 NL0623| NL0629 ADAMS RANCH WATER TANK              APPROX.15.7 KM 1514547.6 |
 NL0623| CO2109 ARTHUR RM 1                          14.692 METERS 18253     |
 NL0623| NL0638 SILVER CREEK ME CHURCH STEEPLE      APPROX. 2.2 KM 3130706.2 |
 NL0623| CO2110 ARTHUR RM 2                          16.825 METERS 35710     |
 NL0623|---------------------------------------------------------------------|
 NL0623
 NL0623                          SUPERSEDED SURVEY CONTROL
 NL0623
 NL0623  NAD 83(1996)-  42 24 53.63735(N)    095 21 41.80452(W) AD(       ) 2
 NL0623  NAD 83(1986)-  42 24 53.63679(N)    095 21 41.80451(W) AD(       ) 2
 NL0623  NAD 27      -  42 24 53.69300(N)    095 21 40.81800(W) AD(       ) 2
 NL0623  NGVD 29 (07/19/86)  452.87   (m)         1485.8    (f) LEVELING    3  
 NL0623
 NL0623.Superseded values are not recommended for survey control.
 NL0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0623.See file dsdata.txt to determine how the superseded data were derived.
 NL0623
 NL0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0568798546(NAD 83)
 NL0623_MARKER: DS = TRIANGULATION STATION DISK
 NL0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0623
 NL0623  HISTORY     - Date     Condition        Report By
 NL0623  HISTORY     - 1950     MONUMENTED       CGS
 NL0623  HISTORY     - 1955     GOOD             CGS
 NL0623
 NL0623                          STATION DESCRIPTION
 NL0623
 NL0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0623'STATION IS LOCATED ABOUT 8 MILES SOUTH SOUTHEAST OF GALVA
 NL0623'AND 6 MILES NORTH NORTHWEST OF ARTHUR ON A HIGH HILL IN THE
 NL0623'WEST EDGE OF A CULTIVATED FIELD.  STATION IS 150 FEET NORTH
 NL0623'OF A T FENCE CORNER AND 3 FEET EAST OF FENCE.  THE MARK IS FLUSH
 NL0623'WITH THE GROUND AND THE DISK IS STAMPED ARTHUR 1950.
 NL0623'
 NL0623'REFERENCE MARK NO. 1 IS 103 FEET NORTH OF T FENCE CORNER AND
 NL0623'1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 NL0623'THE DISK IS STAMPED ARTHUR NO 1 1950.
 NL0623'
 NL0623'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF FENCE.  THE MARK PROJECTS
 NL0623'ABOUT 2 INCHES AND THE DISK IS STAMPED ARTHUR NO 2 1950.
 NL0623'
 NL0623'AZIMUTH MARK IS 29 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 NL0623'OF ROAD AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS ABOUT
 NL0623'4 INCHES AND THE DISK IS STAMPED ARTHUR 1950.
 NL0623'
 NL0623'TO REACH FROM THE RAILROAD DEPOT IN ARTHUR AT THE SOUTH END
 NL0623'OF THE MAIN STREET GO WEST ON STATE HIGHWAY 175 FOR 0.7 MILE TO
 NL0623'CROSSROADS.  TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR 5.5
 NL0623'MILES TO T INTERSECTION.  CONTINUE STRAIGHT AHEAD FOR ABOUT
 NL0623'50 YARDS TO TOP OF HILL AND STATION AS DESCRIBED.  TO REACH
 NL0623'AZIMUTH GO EAST FOR 0.4 MILE TO TOP OF GRADE AND AZIMUTH MARK
 NL0623'ON RIGHT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 NL0623'
 NL0623'A 100 FOOT SIGNAL AT STATION EARLY IS V.G.
 NL0623'
 NL0623'A 100 FOOT SIGNAL AT STATION ODEBOLT IS V.G.
 NL0623'
 NL0623'A 100 FOOT SIGNAL AT STATION HAYES IS V.G.
 NL0623'
 NL0623'A 74 FOOT SIGNAL AT STATION LOGAN IS V.G.
 NL0623'
 NL0623'A 74 FOOT SIGNAL AT STATION DREWS IS V.G.
 NL0623'
 NL0623'A 74 FOOT SIGNAL AT STATION SCHALLER IS V.G.
 NL0623'
 NL0623'A 4 FOOT SIGNAL AT STATION RICHLAND IS V.G.
 NL0623'
 NL0623'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0623
 NL0623                          STATION RECOVERY (1955)
 NL0623
 NL0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 NL0623'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NL0623'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH
 NL0623'MARK.  IT WAS RESET AT THE REQUEST OF THE IDA COUNTY ENGINEERS
 NL0623'OFFICE.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 NL0623'
 NL0623'AZIMUTH MARK (RESET) IS 0.4 MILE EAST OF THE STATION, 39
 NL0623'FEET SOUTH OF THE CENTER OF A GRADED ROAD, AND 1 FOOT NORTH
 NL0623'OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 NL0623'STAMPED ARTHUR 1950 RESET 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0826 ***********************************************************************
 OP0826  DESIGNATION -  ASHTON MUNICIPAL TANK
 OP0826  PID         -  OP0826
 OP0826  STATE/COUNTY-  IA/OSCEOLA
 OP0826  USGS QUAD   -  ASHTON (1972)
 OP0826
 OP0826                         *CURRENT SURVEY CONTROL
 OP0826  ___________________________________________________________________
 OP0826* NAD 83(1996)-  43 18 55.02169(N)    095 47 27.85905(W)     ADJUSTED  
 OP0826* NAVD 88     -                                                        
 OP0826  ___________________________________________________________________
 OP0826  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 OP0826  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 OP0826
 OP0826  HORZ ORDER  -  THIRD
 OP0826
 OP0826.The horizontal coordinates were established by classical geodetic methods
 OP0826.and adjusted by the National Geodetic Survey in May 1999..
 OP0826
 OP0826
 OP0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0826
 OP0826.The geoid height was determined by GEOID03.
 OP0826
 OP0826;                    North         East     Units Scale Factor Converg.
 OP0826;SPC IA N     - 1,204,161.669 1,314,162.830   MT  1.00000925   -1 33 09.9
 OP0826;UTM  15      - 4,799,610.866   273,665.561   MT  1.00023020   -1 54 55.9
 OP0826
 OP0826                          SUPERSEDED SURVEY CONTROL
 OP0826
 OP0826  NAD 83(1996)-  43 18 55.02170(N)    095 47 27.85905(W) AD(       ) 4
 OP0826  NAD 83(1996)-  43 18 55.01893(N)    095 47 27.85117(W) AD(       ) 4
 OP0826  NAD 83(1986)-  43 18 55.02047(N)    095 47 27.84776(W) AD(       ) 4
 OP0826  NAD 27      -  43 18 55.12100(N)    095 47 26.77100(W) AD(       ) 3
 OP0826
 OP0826.Superseded values are not recommended for survey control.
 OP0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0826.See file dsdata.txt to determine how the superseded data were derived.
 OP0826
 OP0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH7366699611(NAD 83)
 OP0826_MARKER: 51 = TANK
 OP0826
 OP0826  HISTORY     - Date     Condition        Report By
 OP0826  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP0826
 OP0826                          STATION DESCRIPTION
 OP0826
 OP0826'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0827 ***********************************************************************
 OP0827  DESIGNATION -  ASHTON ST MARYS CATH CH SPIRE
 OP0827  PID         -  OP0827
 OP0827  STATE/COUNTY-  IA/OSCEOLA
 OP0827  USGS QUAD   -  ASHTON (1972)
 OP0827
 OP0827                         *CURRENT SURVEY CONTROL
 OP0827  ___________________________________________________________________
 OP0827* NAD 83(1996)-  43 18 54.83432(N)    095 47 33.69420(W)     ADJUSTED  
 OP0827* NAVD 88     -                                                        
 OP0827  ___________________________________________________________________
 OP0827  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 OP0827  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 OP0827
 OP0827  HORZ ORDER  -  THIRD
 OP0827
 OP0827.The horizontal coordinates were established by classical geodetic methods
 OP0827.and adjusted by the National Geodetic Survey in May 1999..
 OP0827
 OP0827
 OP0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0827
 OP0827.The geoid height was determined by GEOID03.
 OP0827
 OP0827;                    North         East     Units Scale Factor Converg.
 OP0827;SPC IA N     - 1,204,159.453 1,314,031.231   MT  1.00000924   -1 33 13.9
 OP0827;UTM  15      - 4,799,609.483   273,533.921   MT  1.00023093   -1 54 59.9
 OP0827
 OP0827                          SUPERSEDED SURVEY CONTROL
 OP0827
 OP0827  NAD 83(1996)-  43 18 54.83432(N)    095 47 33.69420(W) AD(       ) 4
 OP0827  NAD 83(1996)-  43 18 54.83159(N)    095 47 33.68638(W) AD(       ) 4
 OP0827  NAD 83(1986)-  43 18 54.83318(N)    095 47 33.68303(W) AD(       ) 4
 OP0827  NAD 27      -  43 18 54.93400(N)    095 47 32.60700(W) AD(       ) 3
 OP0827
 OP0827.Superseded values are not recommended for survey control.
 OP0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0827.See file dsdata.txt to determine how the superseded data were derived.
 OP0827
 OP0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH7353499609(NAD 83)
 OP0827_MARKER: 90 = CHURCH SPIRE
 OP0827
 OP0827  HISTORY     - Date     Condition        Report By
 OP0827  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP0827
 OP0827                          STATION DESCRIPTION
 OP0827
 OP0827'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1160 ***********************************************************************
 MJ1160  CBN         -  This is a Cooperative Base Network Control Station.
 MJ1160  DESIGNATION -  ASPIN
 MJ1160  PID         -  MJ1160
 MJ1160  STATE/COUNTY-  IA/CRAWFORD
 MJ1160  USGS QUAD   -  MANILLA (1978)
 MJ1160
 MJ1160                         *CURRENT SURVEY CONTROL
 MJ1160  ___________________________________________________________________
 MJ1160* NAD 83(1996)-  41 56 30.64625(N)    095 09 01.76653(W)     ADJUSTED  
 MJ1160* NAVD 88     -       458.6    (meters)    1505.     (feet)  GPS OBS   
 MJ1160  ___________________________________________________________________
 MJ1160  X           -    -426,564.065 (meters)                     COMP
 MJ1160  Y           -  -4,732,452.582 (meters)                     COMP
 MJ1160  Z           -   4,241,088.467 (meters)                     COMP
 MJ1160  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 MJ1160  ELLIP HEIGHT-         429.43  (meters)          (06/15/04) GPS OBS
 MJ1160  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 MJ1160
 MJ1160  HORZ ORDER  -  B
 MJ1160  ELLP ORDER  -  FOURTH    CLASS I
 MJ1160
 MJ1160.The horizontal coordinates were established by GPS observations
 MJ1160.and adjusted by the National Geodetic Survey in August 1997..
 MJ1160
 MJ1160.The orthometric height was determined by GPS observations and a
 MJ1160.high-resolution geoid model.
 MJ1160
 MJ1160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1160
 MJ1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1160
 MJ1160.The ellipsoidal height was determined by GPS observations
 MJ1160.and is referenced to NAD 83.
 MJ1160
 MJ1160.The geoid height was determined by GEOID03.
 MJ1160
 MJ1160;                    North         East     Units Scale Factor Converg.
 MJ1160;SPC IA N     - 1,050,415.060 1,363,136.427   MT  1.00002500   -1 07 07.0
 MJ1160;SPC IA S     -   216,947.923   363,134.987   MT  1.00003200   -1 05 13.8
 MJ1160;UTM  15      - 4,645,556.064   321,734.871   MT  0.99999105   -1 26 15.8
 MJ1160
 MJ1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1160!SPC IA N     -   0.99993265  x   1.00002500  =   0.99995765
 MJ1160!SPC IA S     -   0.99993265  x   1.00003200  =   0.99996465
 MJ1160!UTM  15      -   0.99993265  x   0.99999105  =   0.99992370
 MJ1160
 MJ1160|---------------------------------------------------------------------|
 MJ1160| PID    Reference Object                     Distance      Geod. Az  |
 MJ1160|                                                           dddmmss.s |
 MJ1160| CL6780 ASPIN RM 1                            9.461 METERS 00147     |
 MJ1160| MJ1149 MANNING MUNICIPAL TANK              APPROX. 8.1 KM 1164918.6 |
 MJ1160| CL6781 ASPIN RM 3                                         1623449.5 |
 MJ1160| CL6779 ASPIN AZ MK                                        1750133.3 |
 MJ1160| MJ1161 130                                   4.364 METERS 17535     |
 MJ1160|---------------------------------------------------------------------|
 MJ1160
 MJ1160                          SUPERSEDED SURVEY CONTROL
 MJ1160
 MJ1160  ELLIP H (08/25/97)  429.46   (m)                       GP(       ) 4 1
 MJ1160  NAD 83(1996)-  41 56 30.64256(N)    095 09 01.77268(W) AD(       ) 3
 MJ1160  NAD 83(1986)-  41 56 30.64271(N)    095 09 01.77276(W) AD(       ) 3
 MJ1160  NAD 27      -  41 56 30.69700(N)    095 09 00.78600(W) AD(       ) 3
 MJ1160
 MJ1160.Superseded values are not recommended for survey control.
 MJ1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1160.See file dsdata.txt to determine how the superseded data were derived.
 MJ1160
 MJ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG2173545556(NAD 83)
 MJ1160_MARKER: DS = TRIANGULATION STATION DISK
 MJ1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1160_STAMPING: ASPIN 1950
 MJ1160_MARK LOGO: CGS   
 MJ1160_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1160+STABILITY: SURFACE MOTION
 MJ1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1160+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 MJ1160
 MJ1160  HISTORY     - Date     Condition        Report By
 MJ1160  HISTORY     - 1950     MONUMENTED       CGS
 MJ1160  HISTORY     - 1973     GOOD             NGS
 MJ1160  HISTORY     - 19950627 GOOD             IADT
 MJ1160  HISTORY     - 20050509 GOOD             INDIV
 MJ1160
 MJ1160                          STATION DESCRIPTION
 MJ1160
 MJ1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1160'THE STATION IS LOCATED ABOUT 2 MILES NORTH AND 1/2 MILE WEST
 MJ1160'OF ASPINWALL AND ABOUT 4 MILES NORTH AND 4 MILES EAST OF MANILLA
 MJ1160'ON RIGHT-OF-WAY OF COUNTY ROUTE K.  IT IS 34 FEET EAST OF THE
 MJ1160'CENTERLINE OF COUNTY ROUTE K, 9 FEET NORTH NORTHWEST OF A
 MJ1160'FENCE POST WITH A TRIANGLE BLAZE, 7 FEET NORTH NORTHWEST OF A
 MJ1160'WHITE WITNESS POST AND 3 FEET WEST OF A FENCELINE.  THE MARK
 MJ1160'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ASPIN 1950.
 MJ1160'
 MJ1160'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE CENTERLINE OF COUNTY
 MJ1160'ROUTE K, 31 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT WEST OF
 MJ1160'A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MJ1160'STAMPED ASPIN NO 1 1950.
 MJ1160'
 MJ1160'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G. AND STATE
 MJ1160'SURVEY MARK.  THE MARK IS A 4 X 4 CONCRETE POST WITH A DISK
 MJ1160'SET IN THE TOP.  IT IS 35 FEET EAST OF THE CENTERLINE OF COUNTY
 MJ1160'ROUTE K, 7.3 FEET SOUTH OF A WHITE WITNESS POST AND 0.6 FOOT
 MJ1160'WEST OF A FENCELNE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 MJ1160'DISK IS STAMPED NO 130 (IA. GEOD. S.)
 MJ1160'
 MJ1160'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 MJ1160'ASPIN TO NO 130 (IA. GEOD. S.) MARK
 MJ1160'
 MJ1160'AZIMUTH MARK IS 97 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 MJ1160'THE SCHOOL BUILDING, 18 FEET WEST OF THE NORTHEAST CORNER OF
 MJ1160'THE SCHOOL YARD, 5 FEET EAST OF A WHITE WITNESS POST AND 1
 MJ1160'FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 2 INCHES
 MJ1160'AND THE DISK IS STAMPED ASPIN 1950.
 MJ1160'
 MJ1160'TO REACH THE STATION FROM THE UNDERPASS JUST EAST OF THE JUNCTION
 MJ1160'OF STATE HIGHWAYS 141 AND 45 ABOUT 2 MILES NORTH OF MANILLA, GO
 MJ1160'EAST ON STATE HIGHWAY 141 FOR 3.8 MILES TO ITS JUNCTION
 MJ1160'WITH COUNTY ROUTE K.  TURN LEFT (NORTH) FOR 2.0 MILES TO A
 MJ1160'CROSSROADS AND SCHOOL HOUSE IN NORTHEAST ANGLE.  (AZIMUTH
 MJ1160'MARK REACHED FROM THIS POINT BY TURNING EAST FOR 0.05 MILE
 MJ1160'TO DRIVE AND MARK IN NORTHEAST CORNER OF SCHOOL YARD AS
 MJ1160'DESCRIBED).  CONTINUE NORTH FOR 0.4 MILE TO MARK ON RIGHT AS
 MJ1160'DESCRIBED.
 MJ1160'
 MJ1160'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MJ1160
 MJ1160                          STATION RECOVERY (1973)
 MJ1160
 MJ1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 MJ1160'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND
 MJ1160'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND IN GOOD
 MJ1160'CONDITION.  THE SCHOOLHOUSE AT THE SITE OF THE AZIMUTH MARK
 MJ1160'HAS BEEN REMOVED AND THE PROPERTY OWNER REQUESTED THE AZIMUTH
 MJ1160'MARK BE MOVED.  REFERENCE MARK 3 WAS ESTABLISHED THIS DATE
 MJ1160'TO REPLACE THE AZIMUTH MARK.  THE DESCRIPTION OF THE ROUTE TO
 MJ1160'REACH THE STATION IS ADEQUATE.  FOLLOWING IS A DESCRIPTION
 MJ1160'FOR REFERENCE MARK 3.
 MJ1160'
 MJ1160'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ASPIN 1950 NO
 MJ1160'3 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 MJ1160'WITH AN 8 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A
 MJ1160'PLASTIC PIPE AND PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 MJ1160'3 FEET WEST OF A POWER POLE, 1 FOOT NORTH OF AN EAST-WEST
 MJ1160'FENCE, 1 FOOT EAST-NORTHEAST OF A METAL WITNESS POST AND ON
 MJ1160'THE SOUTH RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD.
 MJ1160'
 MJ1160'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTH ON A
 MJ1160'GRAVELED ROAD FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT AND
 MJ1160'GO EAST ON A GRAVELED ROAD FOR 0.15 MILE TO REFERENCE MARK
 MJ1160'3 ON THE RIGHT.
 MJ1160'
 MJ1160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES N
 MJ1160'AND 1/2 MILE WEST OF ASPINWALL.
 MJ1160
 MJ1160                          STATION RECOVERY (1995)
 MJ1160
 MJ1160'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1995 (YAO)
 MJ1160'RECOVERED IN 1996 BY IOWA DEPARTMENT OF TRANSPORTATION.  LOCATED NEAR
 MJ1160'THE WEST 1/4 CORNER OF SECTION 3, T 82 N, R 37 W.  TO REACH THE
 MJ1160'STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 141 JUST NORTH OF
 MJ1160'THE TOWN OF MANILLA, GO EAST ON HWY 141 FOR 3.8 MI (6.1 KM) TO A
 MJ1160'CROSSROAD.  TURN LEFT AND GO NORTH ON THE GRAVEL ROAD (COUNTY ROAD M
 MJ1160'56) FOR 2.4 MI (3.9 KM) TO THE STATION ON THE RIGHT, EAST SIDE OF THE
 MJ1160'ROAD.  THE SCHOOL IS NOW GONE.  A PINK STATE HARN SURVEY SIGN WAS SET
 MJ1160'AND IS 0.5 M (1.6 FT) NORTHEAST OF THE MONUMENT.  THE MONUMENT IS 34
 MJ1160'FT (10.4 M) EAST OF THE CENTERLINE OF COUNTY ROAD M 56, AND 4.3 M
 MJ1160'(14.1 FT) NORTH OF STATION NO.  130.
 MJ1160
 MJ1160                          STATION RECOVERY (2005)
 MJ1160
 MJ1160'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MLS)
 MJ1160'RECOVERED AS DESCRIBED.  REMOVED AND DISCARDED OF SMALL TREES
 MJ1160'SURROUNDING THE SITE TO BETTER FACILITATE SATELLITE OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0775 ***********************************************************************
 MG0775  DESIGNATION -  ATALISSA GAS AND ELEC MWV MST
 MG0775  PID         -  MG0775
 MG0775  STATE/COUNTY-  IA/CEDAR
 MG0775  USGS QUAD   -  ROCHESTER (1965)
 MG0775
 MG0775                         *CURRENT SURVEY CONTROL
 MG0775  ___________________________________________________________________
 MG0775* NAD 83(1996)-  41 37 34.78520(N)    091 11 24.28787(W)     ADJUSTED  
 MG0775* NAVD 88     -                                                        
 MG0775  ___________________________________________________________________
 MG0775  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 MG0775  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 MG0775
 MG0775  HORZ ORDER  -  THIRD
 MG0775
 MG0775.The horizontal coordinates were established by classical geodetic methods
 MG0775.and adjusted by the National Geodetic Survey in May 1999..
 MG0775
 MG0775
 MG0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0775
 MG0775.The geoid height was determined by GEOID03.
 MG0775
 MG0775;                    North         East     Units Scale Factor Converg.
 MG0775;SPC IA S     -   183,160.880   692,466.925   MT  0.99997589   +1 31 17.6
 MG0775;UTM  15      - 4,609,871.475   650,770.002   MT  0.99987974   +1 12 09.0
 MG0775
 MG0775                          SUPERSEDED SURVEY CONTROL
 MG0775
 MG0775  NAD 83(1986)-  41 37 34.78468(N)    091 11 24.29756(W) AD(       ) 4
 MG0775  NAD 27      -  41 37 34.69493(N)    091 11 23.73427(W) AD(       ) 3
 MG0775
 MG0775.Superseded values are not recommended for survey control.
 MG0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0775.See file dsdata.txt to determine how the superseded data were derived.
 MG0775
 MG0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG5077009871(NAD 83)
 MG0775
 MG0775  HISTORY     - Date     Condition        Report By
 MG0775  HISTORY     - 1969     MONUMENTED       CGS
 MG0775  HISTORY     - 19980729 GOOD             USPSQD
 MG0775  HISTORY     - 20060625 MARK NOT FOUND   GEOCAC
 MG0775
 MG0775                          STATION DESCRIPTION
 MG0775
 MG0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0775'THE STATION IS THE RED LIGHT ATOP THE ATALISSA, IOWA-ILLINOIS
 MG0775'GAS AND ELECTRIC COMPANY, MICROWAVE MAST THAT IS LOCATED ABOUT
 MG0775'5 MILES NORTHEAST OF WEST LIBERTY AND 4 MILES NORTH OF
 MG0775'ATALISSA.  THE MAST IS TRIANGULAR IN CROSS SECTION PAINTED IN
 MG0775'ALTERNATE BANDS OF RED AND WHITE WITH 2 FAN SHAPED ANTENNAS
 MG0775'LOCATED ON THE EAST AND WEST SIDES NEAR THE TOP.  IT IS 220
 MG0775'FEET IN HEIGHT.
 MG0775
 MG0775                          STATION RECOVERY (1998)
 MG0775
 MG0775'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0775'RECOVERED IN GOOD CONDITION.
 MG0775
 MG0775                          STATION RECOVERY (2006)
 MG0775
 MG0775'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 MG0775'THE TOWER THAT NOW EXISTS NEAR THE ADJUSTED COORDINATES DOES NOT MATCH
 MG0775'THE DESCRIPTION.  THERE ARE NO FAN SHAPED ANTENNAS. THERE IS NO RED
 MG0775'LIGHT, BUT THERE IS A WHITE STROBE LIGHT AT THE TOP.  THE HEIGHT
 MG0775'LISTED IN THE ANTENNA STRUCTURE REGISTRATION DATA BASE IS GIVEN AS
 MG0775'76.2 METERS (250.0 FT) VERSUS THE NGS VALUE 220 FT, ALSO INDICATING
 MG0775'THE TOWER HAS BEEN REPLACED.
 MG0775' 
 MG0775'HANDHELD GPS READINGS INDICATE THE TRIANGULAR CONCRETE FOUNDATION A
 MG0775'FEW FEET WEST OF THE ONE ON WHICH THE PRESENT TOWER OCCUPIES, IS MORE
 MG0775'LIKELY TO HAVE SUPPORTED THE TOWER OBSERVED IN 1969.  THAT FOUNDATION
 MG0775'SHOWS SIGNS OF HAVING PREVIOUSLY BEEN USED.  EFFORTS TO CONTACT
 MG0775'MIDAMERICAN ENERGY, THE CURRENTLY REGISTERED OWNER OF THE SITE, TO
 MG0775'CONFIRM THE AGE OF THE TOWER HAVE PROVEN FUTILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0425 ***********************************************************************
 MJ0425  DESIGNATION -  ATLANTIC
 MJ0425  PID         -  MJ0425
 MJ0425  STATE/COUNTY-  IA/CASS
 MJ0425  USGS QUAD   -  ATLANTIC (1971)
 MJ0425
 MJ0425                         *CURRENT SURVEY CONTROL
 MJ0425  ___________________________________________________________________
 MJ0425* NAD 83(1996)-  41 23 44.38713(N)    095 00 35.27947(W)     ADJUSTED  
 MJ0425* NAVD 88     -       390.306  (meters)    1280.53   (feet)  ADJUSTED  
 MJ0425  ___________________________________________________________________
 MJ0425  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 MJ0425  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MJ0425  DYNAMIC HT  -         390.165 (meters)    1280.07  (feet)  COMP
 MJ0425  MODELED GRAV-     980,248.0   (mgal)                       NAVD 88
 MJ0425
 MJ0425  HORZ ORDER  -  FIRST
 MJ0425  VERT ORDER  -  FIRST     CLASS II
 MJ0425
 MJ0425.The horizontal coordinates were established by classical geodetic methods
 MJ0425.and adjusted by the National Geodetic Survey in May 1999..
 MJ0425
 MJ0425.The orthometric height was determined by differential leveling
 MJ0425.and adjusted by the National Geodetic Survey in June 1991..
 MJ0425
 MJ0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0425
 MJ0425.The geoid height was determined by GEOID03.
 MJ0425
 MJ0425.The dynamic height is computed by dividing the NAVD 88
 MJ0425.geopotential number by the normal gravity value computed on the
 MJ0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0425.degrees latitude (g = 980.6199 gals.).
 MJ0425
 MJ0425.The modeled gravity was interpolated from observed gravity values.
 MJ0425
 MJ0425;                    North         East     Units Scale Factor Converg.
 MJ0425;SPC IA S     -   156,083.165   373,747.503   MT  0.99995413   -0 59 40.2
 MJ0425;UTM  15      - 4,584,629.956   331,983.191   MT  0.99994742   -1 19 45.5
 MJ0425
 MJ0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0425!SPC IA S     -   0.99994312  x   0.99995413  =   0.99989725
 MJ0425!UTM  15      -   0.99994312  x   0.99994742  =   0.99989054
 MJ0425
 MJ0425|---------------------------------------------------------------------|
 MJ0425| PID    Reference Object                     Distance      Geod. Az  |
 MJ0425|                                                           dddmmss.s |
 MJ0425| CL6782 ATLANTIC RM 1                        32.836 METERS 04528     |
 MJ0425| MJ1113 ANITA                               APPROX.16.8 KM 0642757.8 |
 MJ0425| MJ1104 ADAIR OMAHA CHICAGO AIR BCN 7       APPROX.33.1 KM 0713549.3 |
 MJ0425| MJ1112 ANITA OMAHA CHICAGO AIR BCN 5       APPROX.17.1 KM 0831016.6 |
 MJ0425| CL6783 ATLANTIC RM 2                        31.916 METERS 12724     |
 MJ0425| MJ1116 CUMBERLAND MUNICIPAL TANK           APPROX.17.6 KM 1381303.9 |
 MJ0425| MJ1117 CUMBERLAND OLD SCHOOL STACK         APPROX.17.8 KM 1382704.6 |
 MJ0425| MJ1183 ATLANTIC MUNICIPAL TANK              34.352 METERS 28553     |
 MJ0425| MJ1182 ATLANTIC ST PETER PAUL CATH CH      125.445 METERS 33511     |
 MJ0425| MJ0424 ATLANTIC AZ MK                                     3521812.3 |
 MJ0425|---------------------------------------------------------------------|
 MJ0425
 MJ0425                          SUPERSEDED SURVEY CONTROL
 MJ0425
 MJ0425  NAD 83(1996)-  41 23 44.38697(N)    095 00 35.29534(W) AD(       ) 1
 MJ0425  NAD 83(1986)-  41 23 44.38718(N)    095 00 35.29542(W) AD(       ) 1
 MJ0425  NAD 27      -  41 23 44.43700(N)    095 00 34.33000(W) AD(       ) 1
 MJ0425  NGVD 29 (??/??/92)  390.247  (m)         1280.34   (f) ADJ UNCH    1 2
 MJ0425
 MJ0425.Superseded values are not recommended for survey control.
 MJ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0425.See file dsdata.txt to determine how the superseded data were derived.
 MJ0425
 MJ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF3198384630(NAD 83)
 MJ0425_MARKER: DS = TRIANGULATION STATION DISK
 MJ0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0425_STAMPING: ATLANTIC 1934
 MJ0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0425+STABILITY: SURFACE MOTION
 MJ0425
 MJ0425  HISTORY     - Date     Condition        Report By
 MJ0425  HISTORY     - 1934     MONUMENTED       CGS
 MJ0425  HISTORY     - 1934     GOOD             CGS
 MJ0425  HISTORY     - 1950     GOOD             CGS
 MJ0425  HISTORY     - 1959     GOOD             CGS
 MJ0425  HISTORY     - 1968     GOOD             USGS
 MJ0425
 MJ0425                          STATION DESCRIPTION
 MJ0425
 MJ0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ0425'THIS STATION IS ON THE S SIDE OF THE TOWN OF ATLANTIC, ON THE
 MJ0425'E SIDE OF LOT OCCUPIED BY THE MUNICIPAL WATER TANK WHICH IS
 MJ0425'CITY OWNED PROPERTY.  IT IS 58-1/2 FEET W OF THE CENTER LINE
 MJ0425'OF ELM STREET, 12 FEET E OF FENCE WHICH SURROUNDS WATER TANK,
 MJ0425'26 FEET NE OF THE SE FENCE CORNER OF INCLOSED PLOT, 76-1/2 FEET
 MJ0425'SSE OF THE NE FENCE CORNER OF PLOT, 84 FEET ESE OF THE ESE
 MJ0425'LEG OF TANK, 112.7 FEET ESE OF THE CENTER OF FEED PIPE (UPRIGHT
 MJ0425'TO TANK).  MARK IS FLUSH.
 MJ0425'
 MJ0425'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MJ0425'BRONZE DISKS SET IN CONCRETE.
 MJ0425'
 MJ0425'REFERENCE MARK NO. 1 IS NE OF THE STATION, 18-1/2 FEET E OF
 MJ0425'THE CENTER LINE OF ELM STREET, 50 FEET S OF AN 18-INCH ELM
 MJ0425'TREE.  MARK IS FLUSH WITH TOP OF GROUND.
 MJ0425'
 MJ0425'REFERENCE MARK NO. 2 IS SE OF THE STATION, 25-1/2 FEET E OF
 MJ0425'THE CENTER LINE OF ELM STREET, 9 FEET S OF AN 18-INCH ELM TREE.
 MJ0425'MARK IS FLUSH WITH THE TOP OF GROUND.
 MJ0425'
 MJ0425'AZIMUTH MARK IS NNW OF THE STATION, AT THE SW CORNER OF
 MJ0425'TWELFTH AND ELM STREETS, 25 FEET S OF THE CENTER LINE OF TWELFTH
 MJ0425'STREET, 17 FEET W OF THE CENTER LINE OF ELM STREET, 68 FEET
 MJ0425'NE OF THE NE CORNER OF HOUSE (101 TWELFTH STREET).  MARK IS
 MJ0425'FLUSH WITH TOP OF GROUND.
 MJ0425'
 MJ0425'TO REACH STATION FROM COURTHOUSE SQUARE, GO E ON SOUTH STREET,
 MJ0425'U.S. HIGHWAY 6 0.1 MILE TO ELM STREET, THENCE S 0.5 MILE
 MJ0425'TO TURN E, THENCE E 0.02 MILE, THENCE S 0.02 MILE TO THE
 MJ0425'STATION.
 MJ0425'
 MJ0425'ALL LIGHTS COME INTO VIEW AT 40 FEET.
 MJ0425
 MJ0425                          STATION RECOVERY (1934)
 MJ0425
 MJ0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 MJ0425'AT ATLANTIC.
 MJ0425'AT ATLANTIC, 0.1 MILE EAST ALONG U.S. HIGHWAY 6 FROM THE COURTHOUSE
 MJ0425'THENCE 0.6 MILE SOUTH ALONG ELM STREET, AT THE CITY WATER TOWER,
 MJ0425'77 FEET SOUTH OF THE NORTHEAST CORNER OF A FENCE AROUND THE
 MJ0425'WATER TOWER, 59 FEET WEST OF THE CENTER LINE OF ELM STREET,
 MJ0425'23 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE DRIVEWAY, 26 FEET
 MJ0425'NORTHEAST OF THE SOUTHEAST CORNER OF THE FENCE AROUND THE WATER
 MJ0425'TOWER, 12.3 FEET EAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 MJ0425'POST WHICH IS FLUSH WITH THE GROUND.
 MJ0425
 MJ0425                          STATION RECOVERY (1950)
 MJ0425
 MJ0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RCD)
 MJ0425'REFERENCE MARK NO. 1 WAS NOT RECOVERED AS THE MARK HAS PROBABLY
 MJ0425'BEEN DUG OUT DURING NEW CONSTRUCTION.  R.M. NO. 2 WAS NOT
 MJ0425'RECOVERED AS A NEW CURB HAS BEEN BUILT OVER THE LOCATION OF THE
 MJ0425'MARK.
 MJ0425
 MJ0425                          STATION RECOVERY (1959)
 MJ0425
 MJ0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 MJ0425'THIS STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 MJ0425'CONDITION.  SEVERAL NEW HOMES HAVE BEEN BUILT IN THE AREA AND
 MJ0425'THE LINE OF SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED.  A
 MJ0425'COMPLETE DESCRIPTION FOLLOWS.
 MJ0425'
 MJ0425'STATION IS LOCATED IN THE SOUTH PART OF THE TOWN OF ATLANTIC
 MJ0425'ABOUT 113 FEET EAST-SOUTHEAST OF THE MUNICIPAL WATER TANK, 46
 MJ0425'FEET WEST OF THE WEST CURB OF BRYN MAUR ST., 26 FEET
 MJ0425'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF STEEL FENCE AROUND
 MJ0425'WATER TANK, 24 FEET SOUTH-SOUTHEAST OF THE SOUTH STEEL GATE
 MJ0425'POST, 22 FEET SOUTH OF THE SOUTH EDGE OF CONCRETE DRIVEWAY
 MJ0425'TO WATER TANK, AND 12 FEET EAST OF FENCE.  THE MARK IS FLUSH
 MJ0425'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MJ0425'ATLANTIC 1934.
 MJ0425'
 MJ0425'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE CASS
 MJ0425'COUNTY COURTHOUSE SQUARE IN ATLANTIC, GO SOUTH FOR 0.25
 MJ0425'MILE TO TWELFTH STREET.  TURN LEFT AND GO EAST ON TWELFTH
 MJ0425'STREET FOR 0.15 MILE TO ELM STREET AND THE AZIMUTH MARK ON THE
 MJ0425'RIGHT AS DESCRIBED.  TURN RIGHT AND GO SOUTH ON ELM STREET FOR
 MJ0425'0.2 MILE.  JOG EAST 1/4 BLOCK.  THEN, TURN RIGHT AND GO SOUTH
 MJ0425'ON BRYN MAUR STREET FOR 0.05 MILE TO THE WATER TANK AND THE
 MJ0425'STATION ON THE RIGHT.
 MJ0425'
 MJ0425'REFERENCE MARK NO. 1 IS 107.73 FEET NORTHEAST OF THE STATION,
 MJ0425'38 FEET EAST OF A RED FIRE PLUG, 36 FEET WEST-SOUTHWEST OF THE
 MJ0425'SOUTHWEST CORNER OF HOUSE AT 1408 BRYN MAUR STREET, AND 1 FOOT
 MJ0425'SOUTH OF SOUTH EDGE OF CONCRETE DRIVEWAY.  THE MARK IS FLUSH
 MJ0425'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ATLANTIC
 MJ0425'NO 1 1934.
 MJ0425'
 MJ0425'REFERENCE MARK NO. 2 IS 104.71 FEET SOUTHEAST OF THE STATION,
 MJ0425'46 FEET WEST OF THE SOUTHWEST CORNER OF MR. WEITZELS HOUSE,
 MJ0425'39 FEET SOUTH OF THE SOUTH EDGE OF CONCRETE DRIVEWAY, 18 FEET
 MJ0425'EAST OF THE EAST CURB OF BRYN MAUR STREET, AND 8 FEET NORTH OF A
 MJ0425'24-INCH ELM TREE.  THE MARK IS ABOUT 2 INCHES BELOW GROUND
 MJ0425'LEVEL AND THE DISK IS STAMPED ATLANTIC NO 2 1934.
 MJ0425'
 MJ0425'AZIMUTH MARK IS 0.25 MILE NORTH-NORTHWEST OF THE STATION
 MJ0425'IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF TWELFTH STREET
 MJ0425'AND ELM STREET, 11 FEET SOUTH OF THE SOUTH CURB OF TWELFTH
 MJ0425'STREET, 7 FEET EAST OF A STEEL MAIL DEPOSIT BOX, 4 FEET WEST
 MJ0425'OF THE WEST CURB OF ELM STREET, AND 1 FOOT SOUTHWEST OF CURVE
 MJ0425'OF CURB.  THE MARK IS FLUSH WITH THE SURFACE OF GROUND AND
 MJ0425'THE DISK IS STAMPED ATLANTIC AZIMUTH 1934.
 MJ0425'
 MJ0425'NOTE--THE LINE OF SIGHT BETWEEN THE STATION AND THE AZIMUTH
 MJ0425'MARKS IS OBSTRUCTED BY NEW HOUSES BUILT NEAR THE STATION MARK.
 MJ0425
 MJ0425                          STATION RECOVERY (1968)
 MJ0425
 MJ0425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MJ0425'STATION MARK AND REFERENCE MARKS 1 AND 2 FOUND AS DESCRIBED.
 MJ0425'AZIMUTH MARK NOT SEARCHED FOR.
 MJ0425'
 MJ0425'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN S. SIDE
 MJ0425'OF TOWN OF ATLANTIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0424 ***********************************************************************
 MJ0424  DESIGNATION -  ATLANTIC AZ MK
 MJ0424  PID         -  MJ0424
 MJ0424  STATE/COUNTY-  IA/CASS
 MJ0424  USGS QUAD   -  ATLANTIC (1971)
 MJ0424
 MJ0424                         *CURRENT SURVEY CONTROL
 MJ0424  ___________________________________________________________________
 MJ0424* NAD 83(1986)-  41 23 55.     (N)    095 00 37.     (W)     SCALED    
 MJ0424* NAVD 88     -       377.392  (meters)    1238.16   (feet)  ADJUSTED  
 MJ0424  ___________________________________________________________________
 MJ0424  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MJ0424  DYNAMIC HT  -         377.255 (meters)    1237.71  (feet)  COMP
 MJ0424  MODELED GRAV-     980,248.4   (mgal)                       NAVD 88
 MJ0424
 MJ0424  VERT ORDER  -  FIRST     CLASS II
 MJ0424
 MJ0424.The horizontal coordinates were scaled from a topographic map and have
 MJ0424.an estimated accuracy of +/- 6 seconds.
 MJ0424
 MJ0424.The orthometric height was determined by differential leveling
 MJ0424.and adjusted by the National Geodetic Survey in June 1991..
 MJ0424
 MJ0424.The geoid height was determined by GEOID03.
 MJ0424
 MJ0424.The dynamic height is computed by dividing the NAVD 88
 MJ0424.geopotential number by the normal gravity value computed on the
 MJ0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0424.degrees latitude (g = 980.6199 gals.).
 MJ0424
 MJ0424.The modeled gravity was interpolated from observed gravity values.
 MJ0424
 MJ0424;                    North         East    Units  Estimated Accuracy
 MJ0424;SPC IA S     -   156,410.      373,710.      MT  (+/- 180 meters Scaled)
 MJ0424
 MJ0424                          SUPERSEDED SURVEY CONTROL
 MJ0424
 MJ0424  NGVD 29 (??/??/92)  377.333  (m)         1237.97   (f) ADJ UNCH    1 2
 MJ0424
 MJ0424.Superseded values are not recommended for survey control.
 MJ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0424.See file dsdata.txt to determine how the superseded data were derived.
 MJ0424
 MJ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF319849(NAD 83)
 MJ0424_MARKER: DZ = AZIMUTH MARK DISK
 MJ0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0424_STAMPING: ATLANTIC 1934
 MJ0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0424+STABILITY: SURFACE MOTION
 MJ0424
 MJ0424  HISTORY     - Date     Condition        Report By
 MJ0424  HISTORY     - 1934     MONUMENTED       CGS
 MJ0424
 MJ0424                          STATION DESCRIPTION
 MJ0424
 MJ0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MJ0424'AT ATLANTIC.
 MJ0424'AT ATLANTIC, 0.1 MILE EAST ALONG U.S. HIGHWAY 6 FROM THE
 MJ0424'COURTHOUSE, THENCE 0.3 MILE SOUTH ALONG ELM STREET, AT THE
 MJ0424'INTERSECTION OF ELM STREET AND 12TH STREET, 67 FEET NORTHEAST
 MJ0424'OF THE NORTHEAST CORNER OF HOUSE 111 12TH STREET, 25 FEET SOUTH
 MJ0424'OF THE CENTER LINE OF 12TH STREET, 16 FEET WEST OF THE CENTER
 MJ0424'LINE OF ELM STREET, 1.6 FEET SOUTHWEST OF THE SOUTHWEST CURB
 MJ0424'OF ELM STREET, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MJ0424'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1183 ***********************************************************************
 MJ1183  DESIGNATION -  ATLANTIC MUNICIPAL TANK
 MJ1183  PID         -  MJ1183
 MJ1183  STATE/COUNTY-  IA/CASS
 MJ1183  USGS QUAD   -  ATLANTIC (1971)
 MJ1183
 MJ1183                         *CURRENT SURVEY CONTROL
 MJ1183  ___________________________________________________________________
 MJ1183* NAD 83(1996)-  41 23 44.69201(N)    095 00 36.70171(W)     ADJUSTED  
 MJ1183* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 MJ1183  ___________________________________________________________________
 MJ1183  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 MJ1183  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MJ1183
 MJ1183  HORZ ORDER  -  THIRD
 MJ1183
 MJ1183.The horizontal coordinates were established by classical geodetic methods
 MJ1183.and adjusted by the National Geodetic Survey in May 1999..
 MJ1183
 MJ1183.The orthometric height was scaled from a topographic map.
 MJ1183
 MJ1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1183
 MJ1183.The geoid height was determined by GEOID03.
 MJ1183
 MJ1183;                    North         East     Units Scale Factor Converg.
 MJ1183;SPC IA S     -   156,093.142   373,714.634   MT  0.99995414   -0 59 41.2
 MJ1183;UTM  15      - 4,584,640.125   331,950.380   MT  0.99994756   -1 19 46.4
 MJ1183
 MJ1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1183!SPC IA S     -   0.99993626  x   0.99995414  =   0.99989040
 MJ1183!UTM  15      -   0.99993626  x   0.99994756  =   0.99988382
 MJ1183
 MJ1183                          SUPERSEDED SURVEY CONTROL
 MJ1183
 MJ1183  NAD 83(1996)-  41 23 44.69178(N)    095 00 36.71792(W) AD(       ) 4
 MJ1183  NAD 83(1986)-  41 23 44.69204(N)    095 00 36.71778(W) AD(       ) 4
 MJ1183  NAD 27      -  41 23 44.74200(N)    095 00 35.75200(W) AD(       ) 3
 MJ1183
 MJ1183.Superseded values are not recommended for survey control.
 MJ1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1183.See file dsdata.txt to determine how the superseded data were derived.
 MJ1183
 MJ1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF3195084640(NAD 83)
 MJ1183_MARKER: 53 = ELEVATED TANK
 MJ1183
 MJ1183  HISTORY     - Date     Condition        Report By
 MJ1183  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1183
 MJ1183                          STATION DESCRIPTION
 MJ1183
 MJ1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1183'THIS IS A TRAVERSE STATION.  IT IS THE CENTER OF THE MUNICIPAL
 MJ1183'WATER TANK OF ATLANTIC.  IT IS ON THE S SIDE OF THE TOWN, ON THE
 MJ1183'W SIDE OF ELM STREET BETWEEN THIRTEENTH AND FOURTEENTH
 MJ1183'STREETS.  THE TANK WAS ERECTED IN 1934, IT IS PAINTED A SILVER
 MJ1183'COLOR.  IT IS ABOUT 90 FEET HIGH, HAS A CONICAL TOP, VERTICAL
 MJ1183'SIDES, AND OVAL BOTTOM AND IS SUPPORTED BY 10 STEEL LEGS.
 MJ1183'AT THE APEX IS A SMALL BALL ABOVE WHICH IS A LIGHT.  THERE IS
 MJ1183'A SMALL CAT-WALK ENCIRCLING THE TANK AT THE BASE OF THE
 MJ1183'VERTICAL SIDES.  THE POSITION OF THIS STATION NOT DETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1181 ***********************************************************************
 MJ1181  DESIGNATION -  ATLANTIC OMAHA CHICAGO BCN 4
 MJ1181  PID         -  MJ1181
 MJ1181  STATE/COUNTY-  IA/CASS
 MJ1181  USGS QUAD   -  ATLANTIC (1971)
 MJ1181
 MJ1181                         *CURRENT SURVEY CONTROL
 MJ1181  ___________________________________________________________________
 MJ1181* NAD 83(1996)-  41 24 14.60326(N)    095 03 44.61230(W)     ADJUSTED  
 MJ1181* NAVD 88     -                                                        
 MJ1181  ___________________________________________________________________
 MJ1181  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 MJ1181  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 MJ1181
 MJ1181  HORZ ORDER  -  THIRD
 MJ1181
 MJ1181.The horizontal coordinates were established by classical geodetic methods
 MJ1181.and adjusted by the National Geodetic Survey in May 1999..
 MJ1181
 MJ1181
 MJ1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1181
 MJ1181.The geoid height was determined by GEOID03.
 MJ1181
 MJ1181;                    North         East     Units Scale Factor Converg.
 MJ1181;SPC IA S     -   157,092.819   369,366.824   MT  0.99995464   -1 01 44.9
 MJ1181;UTM  15      - 4,585,665.207   327,608.480   MT  0.99996575   -1 21 51.6
 MJ1181
 MJ1181                          SUPERSEDED SURVEY CONTROL
 MJ1181
 MJ1181  NAD 83(1996)-  41 24 14.60464(N)    095 03 44.62870(W) AD(       ) 4
 MJ1181  NAD 83(1986)-  41 24 14.60401(N)    095 03 44.62774(W) AD(       ) 4
 MJ1181  NAD 27      -  41 24 14.65000(N)    095 03 43.65000(W) AD(       ) 3
 MJ1181
 MJ1181.Superseded values are not recommended for survey control.
 MJ1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1181.See file dsdata.txt to determine how the superseded data were derived.
 MJ1181
 MJ1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF2760885665(NAD 83)
 MJ1181_MARKER: 22 = AIRWAY BEACON
 MJ1181
 MJ1181  HISTORY     - Date     Condition        Report By
 MJ1181  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1181
 MJ1181                          STATION DESCRIPTION
 MJ1181
 MJ1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1181'THIS INTERSECTION STATION IS BEACON NO. 4, BUREAU OF AERONAUTICS,
 MJ1181'DEPARTMENT OF COMMERCE, OMAHA-CHICAGO AIRWAYS.  IT IS LOCATED
 MJ1181'2.4 MILES W OF ATLANTIC, IOWA ON CASS COUNTY HIGHWAY C, 0.95
 MJ1181'MILE W OF THE NEW ATLANTIC AIRPORT NOW BEING BUILT, 50 FEET
 MJ1181'N OF CENTER LINE OF CASS COUNTY HIGHWAY C, 315 FEET WSW OF THE
 MJ1181'SW CORNER OF WASHINGTON NO. 1 SCHOOL, 0.15 MILE ENE OF A T-ROAD
 MJ1181'LEADING S, ON A HIGH CUT BANK, IN SW CORNER, SE 1/4 SECTION
 MJ1181'2, T 76 N, R 37 W.  IT WAS PLACED AT THIS POINT IN 1934.
 MJ1181'
 MJ1181'THE BEACON IS A STANDARD TYPE BEACON.  IT IS 55 FEET IN HEIGHT
 MJ1181'TO THE CAGE.  THE LIGHT IS ABOUT 4 FEET HIGH.  THE TOTAL HEIGHT
 MJ1181'IS ABOUT 60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1182 ***********************************************************************
 MJ1182  DESIGNATION -  ATLANTIC ST PETER PAUL CATH CH
 MJ1182  PID         -  MJ1182
 MJ1182  STATE/COUNTY-  IA/CASS
 MJ1182  USGS QUAD   -  ATLANTIC (1971)
 MJ1182
 MJ1182                         *CURRENT SURVEY CONTROL
 MJ1182  ___________________________________________________________________
 MJ1182* NAD 83(1996)-  41 23 48.07772(N)    095 00 37.54635(W)     ADJUSTED  
 MJ1182* NAVD 88     -                                                        
 MJ1182  ___________________________________________________________________
 MJ1182  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 MJ1182  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MJ1182
 MJ1182  HORZ ORDER  -  THIRD
 MJ1182
 MJ1182.The horizontal coordinates were established by classical geodetic methods
 MJ1182.and adjusted by the National Geodetic Survey in May 1999..
 MJ1182
 MJ1182
 MJ1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1182
 MJ1182.The geoid height was determined by GEOID03.
 MJ1182
 MJ1182;                    North         East     Units Scale Factor Converg.
 MJ1182;SPC IA S     -   156,197.913   373,696.830   MT  0.99995419   -0 59 41.7
 MJ1182;UTM  15      - 4,584,744.998   331,933.189   MT  0.99994763   -1 19 47.1
 MJ1182
 MJ1182                          SUPERSEDED SURVEY CONTROL
 MJ1182
 MJ1182  NAD 83(1996)-  41 23 48.07688(N)    095 00 37.56177(W) AD(       ) 4
 MJ1182  NAD 83(1986)-  41 23 48.07707(N)    095 00 37.56189(W) AD(       ) 4
 MJ1182  NAD 27      -  41 23 48.13000(N)    095 00 36.60000(W) AD(       ) 3
 MJ1182
 MJ1182.Superseded values are not recommended for survey control.
 MJ1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1182.See file dsdata.txt to determine how the superseded data were derived.
 MJ1182
 MJ1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF3193384745(NAD 83)
 MJ1182_MARKER: 90 = CHURCH SPIRE
 MJ1182
 MJ1182  HISTORY     - Date     Condition        Report By
 MJ1182  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1182
 MJ1182                          STATION DESCRIPTION
 MJ1182
 MJ1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1182'THIS INTERSECTION STATION IS THE SPIRE ON THE STS. PETER AND
 MJ1182'PAUL R.C. CHURCH IN THE CITY OF ATLANTIC, IOWA.  IT IS LOCATED
 MJ1182'IN THE CENTRAL PART OF THE CITY, IN THE NE CORNER OF THE
 MJ1182'INTERSECTION OF SIXTH AND LOCUST STREETS, IN NW 1/4 SECTION 5,
 MJ1182'T 76 N, R 36 W.  IT IS ABOUT 35 FEET N OF THE CENTER LINE OF
 MJ1182'SIXTH STRET AND ABOUT 40 FEET E OF THE CENTER LINE OF LOCUST
 MJ1182'STREET.  IT IS PROMINENT FROM THE W AND N BUT IS OBSTRUCTED
 MJ1182'FROM THE E AND S BY TALL TREES.  IT WAS ERECTED IN 1893.
 MJ1182'
 MJ1182'THE STATION RISES AS A BUTTRESSED RED BRICK TOWER ABOUT 40
 MJ1182'FEET HIGH OVER THE MAIN ENTRANCE OF THE CHURCH.  THERE ARE
 MJ1182'GABLES ON EACH SIDE AT THE TOP OF THE TOWER WITH A ROUND
 MJ1182'GLAZED WINDOW IN EACH GABLE.  ABOVE THE TOWER THERE IS AN
 MJ1182'OCTAGONAL BELFRY OF RED BRICK ABOUT 30 FEET HIGH.  THIS HAS A
 MJ1182'TALL NARROW LOUVERED GOTHIC WINDOW IN EACH FACE AND A GABLE
 MJ1182'OVER EACH WINDOW.  THE SPIRE RISES FROM THE BELFRY, IS
 MJ1182'GRAY-SHINGLED AND ABOUT 50 FEET HIGH.  THERE ARE TRIANGULAR
 MJ1182'ORNAMENTS AROUND THE CENTER OF THE SPIRE.
 MJ1182'
 MJ1182'THERE IS A GRAY PLATE AT THE APEX OF THE SPIRE AND ON THIS
 MJ1182'THERE IS A GRAY BALL ON WHICH GOLD GREEK CROSS RESTS.  THE
 MJ1182'TOTAL HEIGHT IS ABOUT 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1414 ***********************************************************************
 MJ1414  DESIGNATION -  ATLAPORT
 MJ1414  PID         -  MJ1414
 MJ1414  STATE/COUNTY-  IA/CASS
 MJ1414  USGS QUAD   -  ATLANTIC (1971)
 MJ1414
 MJ1414                         *CURRENT SURVEY CONTROL
 MJ1414  ___________________________________________________________________
 MJ1414* NAD 83(1996)-  41 24 25.96984(N)    095 02 43.99792(W)     ADJUSTED  
 MJ1414* NAVD 88     -       348.4    (meters)    1143.     (feet)  VERTCON   
 MJ1414  ___________________________________________________________________
 MJ1414  X           -    -421,361.380 (meters)                     COMP
 MJ1414  Y           -  -4,772,476.010 (meters)                     COMP
 MJ1414  Z           -   4,196,660.949 (meters)                     COMP
 MJ1414  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 MJ1414  ELLIP HEIGHT-         320.93  (meters)          (05/06/99) GPS OBS
 MJ1414  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 MJ1414
 MJ1414  HORZ ORDER  -  THIRD
 MJ1414  ELLP ORDER  -  FOURTH    CLASS I
 MJ1414
 MJ1414.This mark is at Atlantic Municipal Airport (AIO)
 MJ1414
 MJ1414.The horizontal coordinates were established by GPS observations
 MJ1414.and adjusted by the National Geodetic Survey in May 1999..
 MJ1414
 MJ1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1414
 MJ1414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1414
 MJ1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1414
 MJ1414.The ellipsoidal height was determined by GPS observations
 MJ1414.and is referenced to NAD 83.
 MJ1414
 MJ1414.The geoid height was determined by GEOID03.
 MJ1414
 MJ1414;                    North         East     Units Scale Factor Converg.
 MJ1414;SPC IA S     -   157,418.261   370,780.691   MT  0.99995484   -1 01 05.0
 MJ1414;UTM  15      - 4,585,982.375   329,024.238   MT  0.99995977   -1 21 11.8
 MJ1414
 MJ1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1414!SPC IA S     -   0.99994966  x   0.99995484  =   0.99990451
 MJ1414!UTM  15      -   0.99994966  x   0.99995977  =   0.99990944
 MJ1414
 MJ1414:                Primary Azimuth Mark                     Grid Az
 MJ1414:SPC IA S     -  ATLAPORT AZ MK                           304 21 18.6
 MJ1414:UTM  15      -  ATLAPORT AZ MK                           304 41 25.4
 MJ1414
 MJ1414|---------------------------------------------------------------------|
 MJ1414| PID    Reference Object                     Distance      Geod. Az  |
 MJ1414|                                                           dddmmss.s |
 MJ1414| MJ1415 ATLAPORT AZ MK                      APPROX. 0.7 KM 3032013.6 |
 MJ1414|---------------------------------------------------------------------|
 MJ1414
 MJ1414                          SUPERSEDED SURVEY CONTROL
 MJ1414
 MJ1414  NAD 83(1996)-  41 24 25.97249(N)    095 02 43.99846(W) AD(       ) 3
 MJ1414  NAD 83(1986)-  41 24 25.97461(N)    095 02 44.00021(W) AD(       ) 3
 MJ1414  NGVD 29 (07/09/90)  348.4    (m)         1143.     (f) GPS OBS        
 MJ1414
 MJ1414.Superseded values are not recommended for survey control.
 MJ1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1414.See file dsdata.txt to determine how the superseded data were derived.
 MJ1414
 MJ1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF2902485982(NAD 83)
 MJ1414_MARKER: I = METAL ROD
 MJ1414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1414_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1414_STAMPING: ATLAPORT 1989
 MJ1414_MARK LOGO: NGS   
 MJ1414_PROJECTION: FLUSH
 MJ1414_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1414+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1414_ROD/PIPE-DEPTH: 10.9 meters
 MJ1414_SLEEVE-DEPTH  : 0.91 meters
 MJ1414
 MJ1414  HISTORY     - Date     Condition        Report By
 MJ1414  HISTORY     - 1989     MONUMENTED       NGS
 MJ1414  HISTORY     - 19900615 GOOD             NGS
 MJ1414
 MJ1414                          STATION DESCRIPTION
 MJ1414
 MJ1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1414'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) WEST OF ATLANTIC, AT THE
 MJ1414'ATLANTIC MUNICIPAL AIRPORT AT THE JUNCTION OF THE RUNWAY AND ENTRANCE
 MJ1414'RAMP. OWNERSHIP--CITY OF ATLANTIC, ATLANTIC, IA 50022, PHONE (712)
 MJ1414'243-2105.  THE AIRPORT MANAGER IS BOB PETTIS, PHONE (712) 243-3056.
 MJ1414'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 AND STATE
 MJ1414'HIGHWAY 83, AT THE NORTHWEST SIDE OF THE COURTHOUSE IN ATLANTIC, GO
 MJ1414'WEST ON US HIGHWAY 6 FOR 1.1 KM (0.70 MI) TO THE INTERSECTION OF
 MJ1414'SUNNYSIDE LANE.  TURN RIGHT, NORTH, ON SUNNYSIDE LANE FOR 0.3 KM
 MJ1414'(0.20 MI) TO THE INTERSECTION OF 6TH STREET.  TURN LEFT, WEST, ON 6TH
 MJ1414'STREET FOR 1.6 KM (1.00 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT. TURN
 MJ1414'RIGHT, NORTH, ON THE ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO A ROAD
 MJ1414'BETWEEN THE HANGARS ON THE LEFT.  TURN LEFT, THEN RIGHT AROUND THE
 MJ1414'HANGARS ONTO THE APRON AND ENTRANCE RAMP TO THE JUNCTION OF THE RUNWAY
 MJ1414'AND THE STATION ON THE LEFT.
 MJ1414'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MJ1414'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 MJ1414'SURROUNDED BY CONCRETE.  LOCATED 22.1 M (72.5 FT) SOUTHWEST OF THE
 MJ1414'CENTER OF THE RUNWAY, 20.4 M (66.9 FT) NORTHWEST OF THE CENTER OF THE
 MJ1414'ENTRANCE RAMP, 8.8 M (28.9 FT) WEST OF THE CURVED EDGE OF THE ENTRANCE
 MJ1414'RAMP, 8.0 M (26.2 FT) SOUTH OF A RAMP LIGHT AND 4.7 M (15.4 FT) WEST
 MJ1414'OF A FIBERGLASS WITNESS POST.
 MJ1414'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MJ1414'DESCRIBED BY M. L. MCCREADY.
 MJ1414
 MJ1414                          STATION RECOVERY (1990)
 MJ1414
 MJ1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 MJ1414'THE STATION IS LOCATED AT THE ATLANTIC MUNI AIRPORT NORTHWEST OF THE
 MJ1414'TAXIWAY BETWEEN THE RAMP AND RUNWAY 12/30.  IT IS 72.4 FT (22.1 M)
 MJ1414'SOUTHWEST OF THE CENTERLINE OF RUNWAY 12/30, 66.0 FT (20.1 M)
 MJ1414'NORTHWEST OF THE CENTERLINE OF THE TAXIWAY LEADING TO THE RAMP AND
 MJ1414'25.6 FT (7.8 M) WEST OF THE CURVED EDGE OF THE PAVING.  THE STATION IS
 MJ1414'A STAINLESS STEEL ROD SET WITHIN A PVC PIPE WITH A NGS COVER.  THE RIM
 MJ1414'OF THE COVER IS STAMPED ATLAPORT 1989.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1415 ***********************************************************************
 MJ1415  DESIGNATION -  ATLAPORT AZ MK
 MJ1415  PID         -  MJ1415
 MJ1415  STATE/COUNTY-  IA/CASS
 MJ1415  USGS QUAD   -  ATLANTIC (1971)
 MJ1415
 MJ1415                         *CURRENT SURVEY CONTROL
 MJ1415  ___________________________________________________________________
 MJ1415* NAD 83(1996)-  41 24 38.63310(N)    095 03 09.57072(W)     ADJUSTED  
 MJ1415* NAVD 88     -       359.2    (meters)    1178.     (feet)  VERTCON   
 MJ1415  ___________________________________________________________________
 MJ1415  X           -    -421,931.021 (meters)                     COMP
 MJ1415  Y           -  -4,772,174.348 (meters)                     COMP
 MJ1415  Z           -   4,196,961.072 (meters)                     COMP
 MJ1415  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 MJ1415  ELLIP HEIGHT-         331.67  (meters)          (05/06/99) GPS OBS
 MJ1415  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 MJ1415
 MJ1415  HORZ ORDER  -  THIRD
 MJ1415  ELLP ORDER  -  FOURTH    CLASS I
 MJ1415
 MJ1415.This mark is at Atlantic Municipal Airport (AIO)
 MJ1415
 MJ1415.The horizontal coordinates were established by GPS observations
 MJ1415.and adjusted by the National Geodetic Survey in May 1999..
 MJ1415
 MJ1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1415
 MJ1415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1415
 MJ1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1415
 MJ1415.The ellipsoidal height was determined by GPS observations
 MJ1415.and is referenced to NAD 83.
 MJ1415
 MJ1415.The geoid height was determined by GEOID03.
 MJ1415
 MJ1415;                    North         East     Units Scale Factor Converg.
 MJ1415;SPC IA S     -   157,819.427   370,193.819   MT  0.99995506   -1 01 21.9
 MJ1415;UTM  15      - 4,586,386.970   328,439.720   MT  0.99996223   -1 21 29.0
 MJ1415
 MJ1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1415!SPC IA S     -   0.99994798  x   0.99995506  =   0.99990304
 MJ1415!UTM  15      -   0.99994798  x   0.99996223  =   0.99991021
 MJ1415
 MJ1415:                Primary Azimuth Mark                     Grid Az
 MJ1415:SPC IA S     -  ATLAPORT                                 124 21 18.6
 MJ1415:UTM  15      -  ATLAPORT                                 124 41 25.7
 MJ1415
 MJ1415|---------------------------------------------------------------------|
 MJ1415| PID    Reference Object                     Distance      Geod. Az  |
 MJ1415|                                                           dddmmss.s |
 MJ1415| MJ1414 ATLAPORT                            APPROX. 0.7 KM 1231956.7 |
 MJ1415|---------------------------------------------------------------------|
 MJ1415
 MJ1415                          SUPERSEDED SURVEY CONTROL
 MJ1415
 MJ1415  NAD 83(1996)-  41 24 38.63576(N)    095 03 09.57118(W) AD(       ) 3
 MJ1415  NAD 83(1986)-  41 24 38.63790(N)    095 03 09.57292(W) AD(       ) 3
 MJ1415  NGVD 29 (07/09/90)  359.1    (m)         1178.     (f) GPS OBS        
 MJ1415
 MJ1415.Superseded values are not recommended for survey control.
 MJ1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1415.See file dsdata.txt to determine how the superseded data were derived.
 MJ1415
 MJ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF2844086387(NAD 83)
 MJ1415_MARKER: I = METAL ROD
 MJ1415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1415_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1415_STAMPING: ATLAPORT AZ MK 1989
 MJ1415_MARK LOGO: NGS   
 MJ1415_PROJECTION: FLUSH
 MJ1415_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1415+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1415_ROD/PIPE-DEPTH: 10.7 meters
 MJ1415_SLEEVE-DEPTH  : 0.91 meters
 MJ1415
 MJ1415  HISTORY     - Date     Condition        Report By
 MJ1415  HISTORY     - 1989     MONUMENTED       NGS
 MJ1415  HISTORY     - 19900615 GOOD             NGS
 MJ1415
 MJ1415                          STATION DESCRIPTION
 MJ1415
 MJ1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1415'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) WEST OF ATLANTIC, AT THE
 MJ1415'ATLANTIC MUNICIPAL AIRPORT ON TH SOUTHEAST SIDE OF THE TURN-AROUND FOR
 MJ1415'RUNWAY 12.  OWNERSHIP--CITY OF ATLANTIC, ATLANTIC, IA 50022, PHONE
 MJ1415'(712) 243-2105.  THE AIRPORT MANAGER IS BOB PETTIS, PHONE (712)
 MJ1415'243-3056.
 MJ1415'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 AND STATE
 MJ1415'HIGHWAY 83, AT THE NORTHWEST SIDE OF THE COURTHOUSE IN ATLANTIC, GO
 MJ1415'WEST ON US HIGHWAY 6 FOR 1.1 KM (0.70 MI) TO THE INTERSECTION OF
 MJ1415'SUNNYSIDE LANE.  TURN RIGHT, NORTH, ON SUNNYSIDE LANE FOR 0.3 KM
 MJ1415'(0.20 MI) TO THE INTERSECTION OF 6TH STREET.  TURN LEFT, WEST, ON 6TH
 MJ1415'STREET FOR 1.6 KM (1.00 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 MJ1415'TURN RIGHT, NORTH, ON THE ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO A
 MJ1415'ROAD BETWEEN THE HANGARS ON THE LEFT.  TURN LEFT, THEN RIGHT AROUND
 MJ1415'THE HANGARS ONTO THE APRON AND ENTRANCE RAMP TO THE JUNCTION OF THE
 MJ1415'RUNWAY.  TURN LEFT, NORTHWEST, ONTO THE RUNWAY FOR 0.7 KM (0.45 MI) TO
 MJ1415'THE STATION ON THE LEFT.
 MJ1415'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MJ1415'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 MJ1415'SURROUNDED BY CONCRETE.  LOCATED 18.55 M (60.9 FT) SOUTHWEST OF THE
 MJ1415'CENTER OF THE RUNWAY, 14.3 M (46.9 FT) EAST OF THE SOUTH CORNER OF THE
 MJ1415'TURN-AROUND, 2.2 M (7.2 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 MJ1415'TURN-AROUND AND 2.1 M (6.9 FT) SOUTHEAST OF FIBERGLASS WITNESS POST.
 MJ1415'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MJ1415'DESCRIBED BY M. L. MCCREADY.
 MJ1415
 MJ1415                          STATION RECOVERY (1990)
 MJ1415
 MJ1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 MJ1415'THE STATION IS LOCATED AT THE ATLANTIC MUNI AIRPORT SOUTHEAST OF
 MJ1415'RUNWAY END 12.  IT IS 106.7 FT (32.5 M) SOUTHEAST OF RUNWAY END 12,
 MJ1415'61.0 FT (18.6 M) SOUTHWEST OF THE CENTERLINE OF RUNWAY 12/30 AND 7.0
 MJ1415'FT (2.1 M) SOUTHEAST OF THE EDGE OF THE DIAGONAL PART OF THE RUNUP
 MJ1415'AREA.  THE STATION IS A STAINLESS STEEL ROD SET WITHIN A PVC PIPE WITH
 MJ1415'AN NGS COVER.  THE RIM OF THE COVER IS STAMPED ATLANPORT AZ MK 1989.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0496 ***********************************************************************
 MH0496  DESIGNATION -  ATT MICROWAVE TOWER
 MH0496  PID         -  MH0496
 MH0496  STATE/COUNTY-  IA/TAMA
 MH0496  USGS QUAD   -  CHELSEA (1968)
 MH0496
 MH0496                         *CURRENT SURVEY CONTROL
 MH0496  ___________________________________________________________________
 MH0496* NAD 83(1996)-  41 53 18.15837(N)    092 24 50.43367(W)     ADJUSTED  
 MH0496* NAVD 88     -                                                        
 MH0496  ___________________________________________________________________
 MH0496  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 MH0496  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 MH0496
 MH0496  HORZ ORDER  -  THIRD
 MH0496
 MH0496.The horizontal coordinates were established by classical geodetic methods
 MH0496.and adjusted by the National Geodetic Survey in May 1999..
 MH0496.No horizontal observational check was made to the station.
 MH0496
 MH0496
 MH0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0496
 MH0496.The geoid height was determined by GEOID03.
 MH0496
 MH0496;                    North         East     Units Scale Factor Converg.
 MH0496;SPC IA N     - 1,043,718.871 1,590,133.094   MT  1.00003714   +0 44 09.7
 MH0496;UTM  15      - 4,637,549.000   548,615.166   MT  0.99962908   +0 23 28.5
 MH0496
 MH0496                          SUPERSEDED SURVEY CONTROL
 MH0496
 MH0496  NAD 83(1986)-  41 53 18.16241(N)    092 24 50.43609(W) AD(       ) 4
 MH0496  NAD 27      -  41 53 18.17974(N)    092 24 49.76623(W) AD(       ) 3
 MH0496
 MH0496.Superseded values are not recommended for survey control.
 MH0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0496.See file dsdata.txt to determine how the superseded data were derived.
 MH0496
 MH0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4861537549(NAD 83)
 MH0496_MARKER: 45 = MICROWAVE TOWER
 MH0496
 MH0496  HISTORY     - Date     Condition        Report By
 MH0496  HISTORY     - 1970     FIRST OBSERVED   USGS
 MH0496
 MH0496                          STATION DESCRIPTION
 MH0496
 MH0496'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0852 ***********************************************************************
 NL0852  DESIGNATION -  AUBURN MUNICIPAL TANK
 NL0852  PID         -  NL0852
 NL0852  STATE/COUNTY-  IA/SAC
 NL0852  USGS QUAD   -  YETTER (1980)
 NL0852
 NL0852                         *CURRENT SURVEY CONTROL
 NL0852  ___________________________________________________________________
 NL0852* NAD 83(1996)-  42 15 05.43284(N)    094 52 25.13139(W)     ADJUSTED  
 NL0852* NAVD 88     -                                                        
 NL0852  ___________________________________________________________________
 NL0852  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 NL0852  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 NL0852
 NL0852  HORZ ORDER  -  THIRD
 NL0852
 NL0852.The horizontal coordinates were established by classical geodetic methods
 NL0852.and adjusted by the National Geodetic Survey in May 1999..
 NL0852
 NL0852
 NL0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0852
 NL0852.The geoid height was determined by GEOID03.
 NL0852
 NL0852;                    North         East     Units Scale Factor Converg.
 NL0852;SPC IA N     - 1,084,395.631 1,386,649.713   MT  0.99997159   -0 55 51.5
 NL0852;UTM  15      - 4,679,401.168   345,438.807   MT  0.99989394   -1 15 36.2
 NL0852
 NL0852                          SUPERSEDED SURVEY CONTROL
 NL0852
 NL0852  NAD 83(1996)-  42 15 05.42991(N)    094 52 25.13372(W) AD(       ) 4
 NL0852  NAD 83(1986)-  42 15 05.42976(N)    094 52 25.13383(W) AD(       ) 4
 NL0852  NAD 27      -  42 15 05.49000(N)    094 52 24.18600(W) AD(       ) 3
 NL0852
 NL0852.Superseded values are not recommended for survey control.
 NL0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0852.See file dsdata.txt to determine how the superseded data were derived.
 NL0852
 NL0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG4543979401(NAD 83)
 NL0852_MARKER: 53 = ELEVATED TANK
 NL0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NL0852+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 NL0852
 NL0852  HISTORY     - Date     Condition        Report By
 NL0852  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0852  HISTORY     - 1950     GOOD             CGS
 NL0852  HISTORY     - 20060828 GOOD             GEOCAC
 NL0852
 NL0852                          STATION DESCRIPTION
 NL0852
 NL0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0852'THIS IS AN INTERSECTION STATION.  THE STATION IS THE CENTER
 NL0852'OF THE MUNICIPAL WATER TANK OF AUBURN, LOCATED ON THE E
 NL0852'EDGE OF THE TOWN, ON THE HIGHEST GROUND IN THE TOWN.  THE
 NL0852'TANK IS ABOUT 20 YARDS W OF THE CENTER LINE OF SPRUCE STREET,
 NL0852'WHICH IS THE MOST EASTERLY N AND S STREET IN THE TOWN.  IT IS
 NL0852'BUILT IN THE CENTER OF THIRD STREET, AT ITS E END.  TRAFFIC
 NL0852'HAS TO DETOUR AROUND THE TANK.
 NL0852'
 NL0852'THE TANK IS A STANDARD STEEL, CYLINDRICAL STRUCTURE, SUPPORTED
 NL0852'BY FOUR 100-FOOT LEGS, AND HAS A 30-INCH CIRCULAR FEED PIPE
 NL0852'HOUSING EXTENDING FROM ITS BASE TO THE GROUND.  IT HAS AN
 NL0852'OVAL BASE AND A CONICAL ROOF, WITH A 10-INCH BALL AT THE
 NL0852'APEX OF THE ROOF.  THE TANK IS PAINTED ALUMINUM.  THE LEGS
 NL0852'OF THE TANK ARE PAINTED BLACK.  THE TANK WAS BUILT IN 1920.
 NL0852'IT IS QUITE PROMINENT FROM THE SURROUNDING COUNTRY.  ITS
 NL0852'OVERALL HEIGHT IS ABOUT 120 FEET.
 NL0852
 NL0852                          STATION RECOVERY (1950)
 NL0852
 NL0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0852'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF THE SMALL
 NL0852'TOWN OF AUBURN.  IT IS APPROXIMATELY 125 FEET HIGH, PAINTED
 NL0852'SILVER AND HAS 4-LEGS.  IT IS APPROXIMATELY 50 FEET WEST OF
 NL0852'THE CENTERLINE OF A ROAD.
 NL0852'
 NL0852'TO REACH THE STATION FROM THE POST OFFICE IN AUBURN, GO
 NL0852'NORTH FOR 0.1 MILE TO A CROSS STREET.  TURN RIGHT (EAST) FOR
 NL0852'0.25 MILE TO END OF STREET AND WATER TANK.
 NL0852'
 NL0852'POINT INTERSECTED WAS THE BALL ON TOP.
 NL0852'
 NL0852'NOTE--THIS STATION WAS ESTABLISHED IN 1934.
 NL0852
 NL0852                          STATION RECOVERY (2006)
 NL0852
 NL0852'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NL0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0217 ***********************************************************************
 MJ0217  DESIGNATION -  AUDUBON
 MJ0217  PID         -  MJ0217
 MJ0217  STATE/COUNTY-  IA/AUDUBON
 MJ0217  USGS QUAD   -  AUDUBON (1983)
 MJ0217
 MJ0217                         *CURRENT SURVEY CONTROL
 MJ0217  ___________________________________________________________________
 MJ0217* NAD 83(1986)-  41 43 08.     (N)    094 55 41.     (W)     SCALED    
 MJ0217* NAVD 88     -       411.670  (meters)    1350.62   (feet)  ADJUSTED  
 MJ0217  ___________________________________________________________________
 MJ0217  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 MJ0217  DYNAMIC HT  -         411.509 (meters)    1350.09  (feet)  COMP
 MJ0217  MODELED GRAV-     980,218.8   (mgal)                       NAVD 88
 MJ0217
 MJ0217  VERT ORDER  -  SECOND    CLASS 0
 MJ0217
 MJ0217.The horizontal coordinates were scaled from a topographic map and have
 MJ0217.an estimated accuracy of +/- 6 seconds.
 MJ0217
 MJ0217.The orthometric height was determined by differential leveling
 MJ0217.and adjusted by the National Geodetic Survey in June 1991..
 MJ0217
 MJ0217.The geoid height was determined by GEOID03.
 MJ0217
 MJ0217.The dynamic height is computed by dividing the NAVD 88
 MJ0217.geopotential number by the normal gravity value computed on the
 MJ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0217.degrees latitude (g = 980.6199 gals.).
 MJ0217
 MJ0217.The modeled gravity was interpolated from observed gravity values.
 MJ0217
 MJ0217;                    North         East    Units  Estimated Accuracy
 MJ0217;SPC IA S     -   191,860.      381,170.      MT  (+/- 180 meters Scaled)
 MJ0217
 MJ0217                          SUPERSEDED SURVEY CONTROL
 MJ0217
 MJ0217  NGVD 29 (??/??/92)  411.584  (m)         1350.34   (f) ADJ UNCH    2 0
 MJ0217
 MJ0217.Superseded values are not recommended for survey control.
 MJ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0217.See file dsdata.txt to determine how the superseded data were derived.
 MJ0217
 MJ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG396203(NAD 83)
 MJ0217_MARKER: DB = BENCH MARK DISK
 MJ0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0217_SP_SET: WALL
 MJ0217_STAMPING: AUDUBON 1934
 MJ0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0217
 MJ0217  HISTORY     - Date     Condition        Report By
 MJ0217  HISTORY     - 1934     MONUMENTED       CGS
 MJ0217  HISTORY     - 1941     GOOD             NGS
 MJ0217  HISTORY     - 1982     GOOD             NGS
 MJ0217
 MJ0217                          STATION DESCRIPTION
 MJ0217
 MJ0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MJ0217'AT AUDUBON.
 MJ0217'AT AUDUBON, AUDUBON COUNTY, AT THE MEMORIAL BUILDING, IN THE SOUTH
 MJ0217'WALL, 16 INCHES EAST OF THE SOUTHWEST CORNER, AND 4 FEET ABOVE THE
 MJ0217'GROUND.  A STANDARD DISK, STAMPED AUDUBON 1934 AND SET VERTICALLY.
 MJ0217
 MJ0217                          STATION RECOVERY (1982)
 MJ0217
 MJ0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MJ0217'IT WAS NOTED THAT THE MEMORIAL BUILDING IS ACROSS THE STREET FROM THE
 MJ0217'NORTHWEST CORNER OF THE CITY SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1140 ***********************************************************************
 MJ1140  DESIGNATION -  AUDUBON
 MJ1140  PID         -  MJ1140
 MJ1140  STATE/COUNTY-  IA/AUDUBON
 MJ1140  USGS QUAD   -  GRAY (1971)
 MJ1140
 MJ1140                         *CURRENT SURVEY CONTROL
 MJ1140  ___________________________________________________________________
 MJ1140* NAD 83(1996)-  41 45 41.85921(N)    094 59 31.61784(W)     ADJUSTED  
 MJ1140* NAVD 88     -       457.0    (meters)    1499.     (feet)  VERTCON   
 MJ1140  ___________________________________________________________________
 MJ1140  LAPLACE CORR-           7.92  (seconds)                    DEFLEC99
 MJ1140  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 MJ1140
 MJ1140  HORZ ORDER  -  FIRST
 MJ1140
 MJ1140.The horizontal coordinates were established by classical geodetic methods
 MJ1140.and adjusted by the National Geodetic Survey in May 1999..
 MJ1140
 MJ1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1140
 MJ1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1140
 MJ1140.The geoid height was determined by GEOID03.
 MJ1140
 MJ1140;                    North         East     Units Scale Factor Converg.
 MJ1140;SPC IA S     -   196,696.404   375,923.301   MT  0.99999622   -0 58 58.3
 MJ1140;SPC IA N     - 1,030,156.195 1,375,914.586   MT  1.00006934   -1 00 40.6
 MJ1140;UTM  15      - 4,625,228.397   334,399.559   MT  0.99993747   -1 19 37.6
 MJ1140
 MJ1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1140!SPC IA S     -   0.99993276  x   0.99999622  =   0.99992898
 MJ1140!SPC IA N     -   0.99993276  x   1.00006934  =   1.00000209
 MJ1140!UTM  15      -   0.99993276  x   0.99993747  =   0.99987023
 MJ1140
 MJ1140:                Primary Azimuth Mark                     Grid Az
 MJ1140:SPC IA S     -  GRAY MUNICIPAL TANK                      008 18 52.9
 MJ1140:SPC IA N     -  GRAY MUNICIPAL TANK                      008 20 35.2
 MJ1140:UTM  15      -  GRAY MUNICIPAL TANK                      008 39 32.2
 MJ1140
 MJ1140|---------------------------------------------------------------------|
 MJ1140| PID    Reference Object                     Distance      Geod. Az  |
 MJ1140|                                                           dddmmss.s |
 MJ1140| MJ1142 GRAY MUNICIPAL TANK                 APPROX. 8.6 KM 0071954.6 |
 MJ1140| CL6791 AUDUBON RM 1                         93.220 METERS 08510     |
 MJ1140| MJ1143 AUDUBON 2                            55.659 METERS 16317     |
 MJ1140| CL6792 AUDUBON RM 2                        122.137 METERS 18150     |
 MJ1140| CL6790 AUDUBON AZ MK 2                                    2124902.6 |
 MJ1140| CL6793 AUDUBON RM 3                         36.899 METERS 22302     |
 MJ1140| CL6789 AUDUBON AZ MK                                      2553817.9 |
 MJ1140| CL6794 AUDUBON 2 AZ MK                                    2640304.0 |
 MJ1140| MJ1153 IRWIN                               APPROX.17.7 KM 2695442.8 |
 MJ1140| MJ1149 MANNING MUNICIPAL TANK              APPROX.17.4 KM 3401027.2 |
 MJ1140|---------------------------------------------------------------------|
 MJ1140
 MJ1140                          SUPERSEDED SURVEY CONTROL
 MJ1140
 MJ1140  NAD 83(1986)-  41 45 41.85797(N)    094 59 31.62228(W) AD(       ) 1
 MJ1140  NAD 27      -  41 45 41.90900(N)    094 59 30.66200(W) AD(       ) 1
 MJ1140  NGVD 29 (07/19/86)  456.9    (m)         1499.     (f) VERT ANG       
 MJ1140
 MJ1140.Superseded values are not recommended for survey control.
 MJ1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1140.See file dsdata.txt to determine how the superseded data were derived.
 MJ1140
 MJ1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3440025228(NAD 83)
 MJ1140_MARKER: DS = TRIANGULATION STATION DISK
 MJ1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1140
 MJ1140  HISTORY     - Date     Condition        Report By
 MJ1140  HISTORY     - 1930     MONUMENTED       CGS
 MJ1140  HISTORY     - 1934     GOOD             CGS
 MJ1140  HISTORY     - 1950     GOOD             CGS
 MJ1140  HISTORY     - 1957     GOOD             USGS
 MJ1140  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MJ1140
 MJ1140                          STATION DESCRIPTION
 MJ1140
 MJ1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MJ1140'STATION IS ABOUT 4 MILES NW OF AUDUBON ON A FARM ADMINISTERED BY
 MJ1140'SYLVESTER MOORE, OF ROSS, IOWA.  STATION IS NW OF FARM BUILDINGS
 MJ1140'IN THE SE CORNER OF THE SW 40 OF SW 1/4 OF SECTION 1, T 80 N,
 MJ1140'R 36 W, IN DOUGLASS TOWNSHIP.  MARK IS A WILLOW GROVE IN PIG LOT
 MJ1140'100 YARDS NW OF HOUSE AND IS 400 FEET N AND 306 FEET W OF THE SE
 MJ1140'CORNER OF THE ABOVE DESCRIBED SW 40.  MARK IS ABOUT 4 INCHES
 MJ1140'ABOVE THE SURFACE.
 MJ1140'
 MJ1140'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 MJ1140'DISKS SET IN CONCRETE.
 MJ1140'
 MJ1140'REFERENCE MARK NO. 1 IS ON FENCE LINE 306 FEET N OF THE SE CORNER
 MJ1140'OF ABOVE DESCRIBED SW 40.
 MJ1140'
 MJ1140'REFERENCE MARK NO. 2 IS ON FENCE LINE 400 FEET W OF THE SE CORNER
 MJ1140'OF ABOVE DESCRIBED SW 40, AND IS ON THE N SIDE OF SECTION LINE
 MJ1140'ROAD ABOUT 1/4 MILE E OF A SCHOOLHOUSE.
 MJ1140'
 MJ1140'STATION REACHED FROM AUDUBON BY U.S. HIGHWAY 71 (PAVED) N 3 MILES
 MJ1140'TO A CORNER, THENCE W 2.7 MILES TO STUCCO FARMHOUSE WHERE STATION
 MJ1140'IS LOCATED.  A SCHOOLHOUSE IS LOCATED 1.4 MILES W OF THIS HOUSE.
 MJ1140'
 MJ1140'HEIGHT OF LIGHT ABOVE STATION MARK - 35 METERS.
 MJ1140
 MJ1140                          STATION RECOVERY (1934)
 MJ1140
 MJ1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1140'STATION RECOVERED AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 MJ1140'
 MJ1140'STATION IS ABOUT 4 MILES NW OF THE TOWN OF AUDUBON, IN THE SW
 MJ1140'1/4 SECTION 1, T 80 N, R 36 W, ON LAND OWNED BY OSWALD WEIDERSTEIN
 MJ1140'(MINOR) AND IN CHARGE OF LOUIS WEIDERSTEIN AND NOT SYLVESTER
 MJ1140'MOORE OF ROSS, IOWA, AS PER ORIGINAL DESCRIPTION.  IT IS IN THE
 MJ1140'SW CORNER OF A SMALL LOT, 25 FEET N OF FENCE LINE, 27 FEET E
 MJ1140'OF FENCE LINE, 183 FEET WNW OF WELL, 100 YARDS NW OF HOUSE, IT
 MJ1140'IS IN THE SE CORNER OF THE SW 40 ACRES OF SECTION.  STATION IS
 MJ1140'400 FEET N AND 306 FEET W OF THE SE CORNER OF ABOVE DESCRIBED
 MJ1140'40.  MARK PROJECTS 4 INCHES.
 MJ1140'
 MJ1140'REFERENCE MARK NO. 1 IS E OF THE STATION, 6 INCHES E OF FENCE LINE,
 MJ1140'400 FEET N OF THE SE CORNER OF THE ABOVE DESCRIBED SW 40, (NOT
 MJ1140'306 FEET N AS PER ORIGINAL DESCRIPTION), 151 FEET NE OF WELL.
 MJ1140'MARK PROJECTS 4 INCHES.
 MJ1140'
 MJ1140'REFERENCE MARK NO. 2 IS S OF THE STATION, IN THE SW CORNER OF A
 MJ1140'SMALL GROVE OF TREES, 16-1/2 FEET E OF THE SW FENCE CORNER, 32 FEET
 MJ1140'N OF THE CENTER LINE OF ROAD, 6 INCHES S OF FENCE LINE, 190 FEET
 MJ1140'SW OF THE SW CORNER OF HOUSE, 306 FEET W OF THE SE CORNER OF THE
 MJ1140'ABOVE DESCRIBED 40, (NOT 400 FEET W AS PER ORIGINAL DESCRIPTION).
 MJ1140'MARK PROJECTS 4 INCHES.  ABOUT 1/4 MILE E OF SCHOOLHOUSE.
 MJ1140'
 MJ1140'AZIMUTH MARK (1934) IS W BY S OF THE STATION, 30 FEET S OF THE
 MJ1140'CENTER LINE ROAD, 6 INCHES N OF THE FENCE LINE AND ABOUT 0.15
 MJ1140'MILE W OF SCHOOLHOUSE.  MARK PROJECTS 6 INCHES.
 MJ1140'
 MJ1140'STATION REACHED FROM AUDUBON BY U.S. HIGHWAY 71, N 3 MILES TO
 MJ1140'CROSS ROAD.  THENCE W 2.7 MILES TO A STUCCO HOUSE. THENCE N AND
 MJ1140'NW ABOUT 150 YARDS TO STATION.  THE FAIRCHILD SCHOOL IS LOCATED
 MJ1140'1/4 MILE W OF THIS HOUSE.
 MJ1140'
 MJ1140'ALL LIGHTS COME INTO VIEW AT 20 FEET.
 MJ1140
 MJ1140                          STATION RECOVERY (1950)
 MJ1140
 MJ1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1140'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MJ1140'TO BE IN GOOD CONDITION.  DUE TO THE EAST-WEST ROAD TO BE WIDEN
 MJ1140'A NEW AZIMUTH MARK AND R.M. 3 WAS SET.  A COMPLETE NEW DESCRIPTION
 MJ1140'FOLLOWS--
 MJ1140'
 MJ1140'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF AUDUBON AND ABOUT
 MJ1140'6 MILES SOUTH SOUTHWEST OF GRAY.  IT IS 183 FEET WEST NORTHWEST
 MJ1140'OF A WELL, 106 FEET NORTHWEST OF A FENCE CORNER, 65 FEET SOUTHWEST
 MJ1140'OF THE SOUTHWEST CORNER OF A SHED AND ABOUT 100 YARDS NORTHWEST
 MJ1140'OF A FARM HOME.  THE MARK PROJECTS ABOUT 12 INCHES AND THE DISK
 MJ1140'IS STAMPED AUDUBON 1930.
 MJ1140'
 MJ1140'REFERENCE MARK NO. 1 IS 151 FEET NORTHEAST OF A WELL AND 6 INCHES
 MJ1140'EAST OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 MJ1140'DISK IS STAMPED AUDUBON NO 1 1930.
 MJ1140'
 MJ1140'REFERENCE MARK NO. 3 IS 2 FEET NORTHEAST OF THE SOUTHWEST CORNER
 MJ1140'OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MJ1140'STAMPED AUDUBON NO 3 1950.
 MJ1140'
 MJ1140'AZIMUTH MARK IS 38 FEET EAST OF THE CENTERLINE OF A ROAD, 30 FEET
 MJ1140'NORTH OF A T-FENCE CORNER, 4 FEET NORTHEAST OF A TELEPHONE POLE
 MJ1140'AND 2 FEET NORTHEAST OF A GATE POST.  THE MARK PROJECTS ABOUT 3
 MJ1140'INCHES AND THE DISK IS STAMPED AUDUBON 1950.
 MJ1140'
 MJ1140'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAY 71 AND STATE HIGHWAYS
 MJ1140'141 AND 36 ABOUT 1 MILE SOUTH OF TEMPLETON, GO SOUTH ON U.S.
 MJ1140'HIGHWAY 71 FOR 10.4 MILES TO A CROSSROADS.  TURN RIGHT (WEST) AND
 MJ1140'GO FOR 2.7 MILES TO FARM HOME AND STATION SITE AS DESCRIBED.
 MJ1140'
 MJ1140'TO REACH THE AZIMUTH MARK RETURN TO THE MAIN ROAD, TURN RIGHT
 MJ1140'(WEST) AND GO 0.2 MILE TO A CROSSROADS WITH A SCHOOL HOUSE IN THE
 MJ1140'NORTHEAST ANGLE.  TURN LEFT (SOUTH) AND GO 0.2 MILE TO MARK ON
 MJ1140'LEFT AS DESCRIBED.
 MJ1140'
 MJ1140'NOTE--THE 1930 R.M. 2 AND AZIMUTH MARK WERE DESTROYED.
 MJ1140
 MJ1140                          STATION RECOVERY (1957)
 MJ1140
 MJ1140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MJ1140'AZIMUTH MARK DESTROYED.
 MJ1140
 MJ1140                          STATION RECOVERY (1968)
 MJ1140
 MJ1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MJ1140'THE STATION MARK, RM 1 AND RM 3 WAS RECOVERED AS DESCRIBED IN
 MJ1140'1950.  THE AZIMUTH MARK WAS REPORTED LOST IN 1957 BY USGS AND WAS
 MJ1140'NOT FOUND.
 MJ1140'
 MJ1140'THE STATION IS LOCATED IN A FEED LOT OWNED BY MR. GLEN O. CHRISTEEN
 MJ1140'WHO REQUESTED THAT THE STATION MARK, REFERENCE MARK 1 AND REFERENCE
 MJ1140'MARK 3 BE MOVED.  A NEW STATION AUDUBON 2 1968 WAS ESTABLISHED AND
 MJ1140'RM 4 AND RM 5 WAS SET.  STATION AUDUBON 1930 WAS OCCUPIED AND A
 MJ1140'GEODIMETER TRAVERSE MADE TO AUDUBON 2 1968.  DISTANCES AND
 MJ1140'DIRECTIONS FROM AUDUBON 1930 NOTED BELOW EXCEPT FOR RM 1 WHICH WAS
 MJ1140'BLOCKED BY PENS OF CATTLE.  STATION AUDUBON 1930 WAS DESTROYED BY
 MJ1140'REQUEST OF PROPERTY OWNER.
 MJ1140'
 MJ1140'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST
 MJ1140'OF AUDUBON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1143 ***********************************************************************
 MJ1143  DESIGNATION -  AUDUBON 2
 MJ1143  PID         -  MJ1143
 MJ1143  STATE/COUNTY-  IA/AUDUBON
 MJ1143  USGS QUAD   -  GRAY (1971)
 MJ1143
 MJ1143                         *CURRENT SURVEY CONTROL
 MJ1143  ___________________________________________________________________
 MJ1143* NAD 83(1996)-  41 45 40.13147(N)    094 59 30.92448(W)     ADJUSTED  
 MJ1143* NAVD 88     -       455.3    (meters)    1494.     (feet)  VERTCON   
 MJ1143  ___________________________________________________________________
 MJ1143  LAPLACE CORR-           7.90  (seconds)                    DEFLEC99
 MJ1143  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 MJ1143
 MJ1143  HORZ ORDER  -  FIRST
 MJ1143
 MJ1143.The horizontal coordinates were established by classical geodetic methods
 MJ1143.and adjusted by the National Geodetic Survey in May 1999..
 MJ1143
 MJ1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1143
 MJ1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1143
 MJ1143.The geoid height was determined by GEOID03.
 MJ1143
 MJ1143;                    North         East     Units Scale Factor Converg.
 MJ1143;SPC IA S     -   196,642.832   375,938.401   MT  0.99999614   -0 58 57.8
 MJ1143;SPC IA N     - 1,030,102.612 1,375,929.660   MT  1.00006947   -1 00 40.1
 MJ1143;UTM  15      - 4,625,174.739   334,414.336   MT  0.99993741   -1 19 37.1
 MJ1143
 MJ1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1143!SPC IA S     -   0.99993302  x   0.99999614  =   0.99992916
 MJ1143!SPC IA N     -   0.99993302  x   1.00006947  =   1.00000249
 MJ1143!UTM  15      -   0.99993302  x   0.99993741  =   0.99987044
 MJ1143
 MJ1143|---------------------------------------------------------------------|
 MJ1143| PID    Reference Object                     Distance      Geod. Az  |
 MJ1143|                                                           dddmmss.s |
 MJ1143| CL6795 AUDUBON 2 RM 4                       29.426 METERS 01144     |
 MJ1143| CL6796 AUDUBON 2 RM 5                       24.972 METERS 08152     |
 MJ1143| CL6794 AUDUBON 2 AZ MK                                    2663846.8 |
 MJ1143| MJ1140 AUDUBON                              55.659 METERS 34317     |
 MJ1143|---------------------------------------------------------------------|
 MJ1143
 MJ1143                          SUPERSEDED SURVEY CONTROL
 MJ1143
 MJ1143  NAD 83(1986)-  41 45 40.13012(N)    094 59 30.92887(W) AD(       ) 1
 MJ1143  NAD 27      -  41 45 40.17993(N)    094 59 29.96820(W) AD(       ) 1
 MJ1143  NGVD 29 (07/19/86)  455.2    (m)         1493.     (f) VERT ANG       
 MJ1143
 MJ1143.Superseded values are not recommended for survey control.
 MJ1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1143.See file dsdata.txt to determine how the superseded data were derived.
 MJ1143
 MJ1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3441425175(NAD 83)
 MJ1143_MARKER: DS = TRIANGULATION STATION DISK
 MJ1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1143_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1143
 MJ1143  HISTORY     - Date     Condition        Report By
 MJ1143  HISTORY     - 1968     MONUMENTED       CGS
 MJ1143  HISTORY     - 1969     GOOD             CGS
 MJ1143
 MJ1143                          STATION DESCRIPTION
 MJ1143
 MJ1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MJ1143'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF KIMBALLTON,
 MJ1143'4 MILES NORTHWEST OF AUDUBON AND ON PROPERTY OWNED BY MR. GLEN
 MJ1143'CHRISTSEN.
 MJ1143'
 MJ1143'TO REACH THE STATION FROM THE POST OFFICE IN AUDUBON, GO WEST
 MJ1143'ON CHICAGO STREET FOR 0.15 MILE TO U.S. HIGHWAY 71.  TURN RIGHT
 MJ1143'AND GO NORTH ON U.S. HIGHWAY 71 FOR 3.05 MILES TO A
 MJ1143'CROSSROAD.  TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 2.95
 MJ1143'MILES TO A DRIVEWAY ON THE RIGHT AND MR. GLEN CHRISTSENS
 MJ1143'HOUSE.  (CONTINUE WEST ON GRAVELED ROAD FOR 0.85 MILE TO THE
 MJ1143'AZIMUTH MARK ON THE RIGHT.) TURN RIGHT AND GO NORTH, KEEPING
 MJ1143'TO THE RIGHT OF THE HOUSE, THENCE BEAR LEFT AND GO
 MJ1143'APPROXIMATELY 50-YARDS TO THE STATION ON THE LEFT.
 MJ1143'
 MJ1143'THE STATION MARK IS A STANDARD DISK, STAMPED AUDUBON 2 1968,
 MJ1143'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 MJ1143'WITH THE GROUND SURFACE.  IT IS 97.5 FEET SOUTH OF THE SOUTHEAST
 MJ1143'CORNER OF A STORAGE SHED, 82 FEET WEST OF THE SOUTHWEST CORNER
 MJ1143'OF A BARN AND 51 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MJ1143'SMALL BUILDING.
 MJ1143'
 MJ1143'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED AUDUBON 2 NO 4
 MJ1143'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 MJ1143'IS FLUSH WITH THE GROUND SURFACE.  IT IS 82 FEET NORTHWEST OF
 MJ1143'THE NORTHWEST CORNER OF THE BARN AND 1 FOOT SOUTHWEST OF THE
 MJ1143'SOUTHEAST CORNER OF A STORAGE SHED.
 MJ1143'
 MJ1143'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED AUDUBON 2 NO 5
 MJ1143'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 MJ1143'IS FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET NORTH-NORTHEAST
 MJ1143'OF THE NORTHEAST CORNER OF A SMALL BUILDING AND 1.5 FEET WEST
 MJ1143'OF THE SOUTHWEST CORNER OF THE BARN.
 MJ1143'
 MJ1143'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED AUDUBON 2 1968,
 MJ1143'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 MJ1143'FLUSH WITH THE GROUND SURFACE.  IT IS 36 FEET NORTH OF THE
 MJ1143'CENTER OF A GRAVELED ROAD, 21 FEET WEST OF A TELEPHONE POLE,
 MJ1143'2.0 FEET WEST OF THE WEST GATE POST AND 1.5 FEET SOUTH OF A
 MJ1143'WIRE FENCE.
 MJ1143'
 MJ1143'THE GEODIMETER DISTANCE NOTED ABOVE WAS CORRECTED TO SEA LEVEL.
 MJ1143
 MJ1143                          STATION RECOVERY (1969)
 MJ1143
 MJ1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 MJ1143'THE STATION MARK, REFERENCE MARKS 4 AND 5, AND THE AZIMUTH MARK
 MJ1143'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DISTANCES AND
 MJ1143'DIRECTIONS TO THE MARKS COMPARED FAVORABLE WITH THE 1968
 MJ1143'OBSERVATIONS.  THE 1968 DESCRIPTION IS ADEQUATE.
 MJ1143'
 MJ1143'NO MEASUREMENT BETWEEN RMS - OBSTRUCTED BY FARM MACHINERY.
 MJ1143'
 MJ1143'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MJ1143'4 MILES NORTHWEST OF AUDUBON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1416 ***********************************************************************
 MJ1416  DESIGNATION -  AUDUPORT
 MJ1416  PID         -  MJ1416
 MJ1416  STATE/COUNTY-  IA/AUDUBON
 MJ1416  USGS QUAD   -  AUDUBON (1983)
 MJ1416
 MJ1416                         *CURRENT SURVEY CONTROL
 MJ1416  ___________________________________________________________________
 MJ1416* NAD 83(1996)-  41 42 06.37444(N)    094 55 16.14906(W)     ADJUSTED  
 MJ1416* NAVD 88     -       389.9    (meters)    1279.     (feet)  VERTCON   
 MJ1416  ___________________________________________________________________
 MJ1416  X           -    -409,139.186 (meters)                     COMP
 MJ1416  Y           -  -4,751,788.372 (meters)                     COMP
 MJ1416  Z           -   4,221,170.884 (meters)                     COMP
 MJ1416  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 MJ1416  ELLIP HEIGHT-         362.09  (meters)          (05/06/99) GPS OBS
 MJ1416  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 MJ1416
 MJ1416  HORZ ORDER  -  THIRD
 MJ1416  ELLP ORDER  -  FOURTH    CLASS I
 MJ1416
 MJ1416.The horizontal coordinates were established by GPS observations
 MJ1416.and adjusted by the National Geodetic Survey in May 1999..
 MJ1416
 MJ1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1416
 MJ1416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1416
 MJ1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1416
 MJ1416.The ellipsoidal height was determined by GPS observations
 MJ1416.and is referenced to NAD 83.
 MJ1416
 MJ1416.The geoid height was determined by GEOID03.
 MJ1416
 MJ1416;                    North         East     Units Scale Factor Converg.
 MJ1416;SPC IA S     -   189,950.341   381,715.113   MT  0.99998654   -0 56 10.0
 MJ1416;UTM  15      - 4,618,448.204   340,150.479   MT  0.99991444   -1 16 42.0
 MJ1416
 MJ1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1416!SPC IA S     -   0.99994321  x   0.99998654  =   0.99992975
 MJ1416!UTM  15      -   0.99994321  x   0.99991444  =   0.99985766
 MJ1416
 MJ1416:                Primary Azimuth Mark                     Grid Az
 MJ1416:SPC IA S     -  AUDUPORT AZ MK                           330 43 56.6
 MJ1416:UTM  15      -  AUDUPORT AZ MK                           331 04 28.6
 MJ1416
 MJ1416|---------------------------------------------------------------------|
 MJ1416| PID    Reference Object                     Distance      Geod. Az  |
 MJ1416|                                                           dddmmss.s |
 MJ1416| MJ1417 AUDUPORT AZ MK                      482.429 METERS 3294746.6 |
 MJ1416|---------------------------------------------------------------------|
 MJ1416
 MJ1416                          SUPERSEDED SURVEY CONTROL
 MJ1416
 MJ1416  NAD 83(1986)-  41 42 06.37906(N)    094 55 16.15229(W) AD(       ) 3
 MJ1416  NGVD 29 (07/09/90)  389.9    (m)         1279.     (f) GPS OBS        
 MJ1416
 MJ1416.Superseded values are not recommended for survey control.
 MJ1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1416.See file dsdata.txt to determine how the superseded data were derived.
 MJ1416
 MJ1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG4015018448(NAD 83)
 MJ1416_MARKER: DH = HORIZONTAL CONTROL DISK
 MJ1416_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MJ1416_SP_SET: FOUNDATION WALL OF CATCH BASIN
 MJ1416_STAMPING: AUDUPORT 1989
 MJ1416_MARK LOGO: NGS   
 MJ1416_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1416+STABILITY: SURFACE MOTION
 MJ1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1416+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1416
 MJ1416  HISTORY     - Date     Condition        Report By
 MJ1416  HISTORY     - 1989     MONUMENTED       NGS
 MJ1416
 MJ1416                          STATION DESCRIPTION
 MJ1416
 MJ1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1416'THE STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) SOUTHEAST OF AUDUBON, AT
 MJ1416'THE AUDUBON MUNICIPAL AIRPORT, IN THE TOP OF THE EAST CORNER OF
 MJ1416'CONCRETE FOUNDATION OF A CATCH BASIN, IN THE GRASSY AREA NORTHEAST OF
 MJ1416'THE HANGAR AND ON THE SOUTHWEST SIDE OF AN EDGE BENCH.
 MJ1416'OWNERSHIP--CITY OF AUDUBON, AUDUBON, IA 50025, PHONE (712) 563-2584.
 MJ1416'THE AIRPORT MANAGER IS CHARLES GOEKEN, PHONE (712) 563-2710.
 MJ1416'NOTE--MR GOEKEN REPORTED THAT THE SOUTHEAST END OF THE RUNWAY WILL BE
 MJ1416'EXTENDED 207.25 M (680.0 FT) IN THE FALL OF 1989.
 MJ1416'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 71 (MARKET
 MJ1416'STREET) AND BROADWAY IN AUDUBON, GO SOUTH ON US HIGHWAY 71 FOR 2.4 KM
 MJ1416'(1.50 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, EAST,
 MJ1416'TO THE ROADS END AT A CINDERBLOCK HANGAR ON THE RIGHT.  TURN
 MJ1416'NORTHEASTERLY ACROSS THE APRON ONTO THE GRASS FOR ABOUT 0.08 KM
 MJ1416'(0.05 MI) TO A CATCH BASIN AND THE STATION SET IN TOP OF THE EAST
 MJ1416'CORNER.
 MJ1416'THE STATION IS A STANDARD HORIZONTAL CONTROL STATION MARK DISK.
 MJ1416'LOCATED 41.25 M (135.3 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE
 MJ1416'RAMP, 33.3 M (109.3 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY, 3.6 M
 MJ1416'(11.8 FT) SOUTHWEST OF A METAL RUNWAY EDGE BENCH AND 0.3 M (1.0 FT)
 MJ1416'EAST OF A FIBERGLASS WITNESS POST.
 MJ1416'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1417 ***********************************************************************
 MJ1417  DESIGNATION -  AUDUPORT AZ MK
 MJ1417  PID         -  MJ1417
 MJ1417  STATE/COUNTY-  IA/AUDUBON
 MJ1417  USGS QUAD   -  AUDUBON (1983)
 MJ1417
 MJ1417                         *CURRENT SURVEY CONTROL
 MJ1417  ___________________________________________________________________
 MJ1417* NAD 83(1996)-  41 42 19.88832(N)    094 55 26.64645(W)     ADJUSTED  
 MJ1417* NAVD 88     -       392.1    (meters)    1286.     (feet)  VERTCON   
 MJ1417  ___________________________________________________________________
 MJ1417  X           -    -409,357.343 (meters)                     COMP
 MJ1417  Y           -  -4,751,492.753 (meters)                     COMP
 MJ1417  Z           -   4,221,483.591 (meters)                     COMP
 MJ1417  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 MJ1417  ELLIP HEIGHT-         364.21  (meters)          (05/06/99) GPS OBS
 MJ1417  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 MJ1417
 MJ1417  HORZ ORDER  -  THIRD
 MJ1417  ELLP ORDER  -  FOURTH    CLASS I
 MJ1417
 MJ1417.The horizontal coordinates were established by GPS observations
 MJ1417.and adjusted by the National Geodetic Survey in May 1999..
 MJ1417
 MJ1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1417
 MJ1417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1417
 MJ1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1417
 MJ1417.The ellipsoidal height was determined by GPS observations
 MJ1417.and is referenced to NAD 83.
 MJ1417
 MJ1417.The geoid height was determined by GEOID03.
 MJ1417
 MJ1417;                    North         East     Units Scale Factor Converg.
 MJ1417;SPC IA S     -   190,371.181   381,479.261   MT  0.99998711   -0 56 16.9
 MJ1417;UTM  15      - 4,618,870.415   339,917.163   MT  0.99991536   -1 16 49.3
 MJ1417
 MJ1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1417!SPC IA S     -   0.99994288  x   0.99998711  =   0.99992999
 MJ1417!UTM  15      -   0.99994288  x   0.99991536  =   0.99985824
 MJ1417
 MJ1417:                Primary Azimuth Mark                     Grid Az
 MJ1417:SPC IA S     -  AUDUPORT                                 150 43 56.5
 MJ1417:UTM  15      -  AUDUPORT                                 151 04 28.9
 MJ1417
 MJ1417|---------------------------------------------------------------------|
 MJ1417| PID    Reference Object                     Distance      Geod. Az  |
 MJ1417|                                                           dddmmss.s |
 MJ1417| MJ1416 AUDUPORT                            482.429 METERS 1494739.6 |
 MJ1417|---------------------------------------------------------------------|
 MJ1417
 MJ1417                          SUPERSEDED SURVEY CONTROL
 MJ1417
 MJ1417  NAD 83(1986)-  41 42 19.89291(N)    094 55 26.64975(W) AD(       ) 3
 MJ1417  NGVD 29 (07/09/90)  392.0    (m)         1286.     (f) GPS OBS        
 MJ1417
 MJ1417.Superseded values are not recommended for survey control.
 MJ1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1417.See file dsdata.txt to determine how the superseded data were derived.
 MJ1417
 MJ1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3991718870(NAD 83)
 MJ1417_MARKER: I = METAL ROD
 MJ1417_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1417_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1417_STAMPING: AUDUPORT AZ MK 1989
 MJ1417_MARK LOGO: NGS   
 MJ1417_PROJECTION: FLUSH
 MJ1417_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1417+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1417_ROD/PIPE-DEPTH: 9.6  meters
 MJ1417_SLEEVE-DEPTH  : 0.91 meters
 MJ1417
 MJ1417  HISTORY     - Date     Condition        Report By
 MJ1417  HISTORY     - 1989     MONUMENTED       NGS
 MJ1417
 MJ1417                          STATION DESCRIPTION
 MJ1417
 MJ1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1417'THE STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) SOUTHEAST OF AUDUBON, AT
 MJ1417'THE AUDUBON MUNICIPAL AIRPORT, ON THE SOUTHWEST SIDE AND NEAR THE END
 MJ1417'OF RUNWAY 14 DIRECTLY SOUTHWEST OF THE THIRD CONCRETE JOINT OF THE
 MJ1417'RUNWAY.  OWNERSHIP--CITY OF AUDUBON, AUDUBON, IA 50025, PHONE (712)
 MJ1417'563-2584.  THE AIRPORT MANAGER IS CHARLES GOEKEN, PHONE (712)
 MJ1417'563-2710.
 MJ1417'NOTE--MR GOEKEN REPORTED THAT THE SOUTHEAST END OF RUNWAY 32 WILL BE
 MJ1417'EXTENDED 207.25 M (680.0 FT) IN THE FALL OF 1989.
 MJ1417'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 71 (MARKET
 MJ1417'STREET) AND BROADWAY IN AUDUBON GO SOUTH ON US HIGHWAY 71 FOR 2.4 KM
 MJ1417'(1.50 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, EAST,
 MJ1417'TO THE ROADS END AT A CINDERBLOCK HANGAR ON THE RIGHT.  TURN
 MJ1417'NORTHEASTERLY ON THE APRON AND THE ENTRANCE RAMP TO THE JUNCTION OF
 MJ1417'THE RUNWAY.  TURN LEFT, NORTHWEST, ONTO THE RUNWAY AND GO 0.5 KM
 MJ1417'(0.30 MI) TO THE STATION ON THE LEFT NEAR THE END OF RUNWAY 14.
 MJ1417'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MJ1417'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 MJ1417'SURROUNDED BY CONCRETE.  LOCATED 21.3 M (69.9 FT) EAST-SOUTHEAST OF
 MJ1417'THE NORTHEAST ONE OF THREE APPROACH BEACON LIGHTS, 18.5 M (60.7 FT)
 MJ1417'SOUTH-SOUTHWEST OF THE WEST CORNER OF THE RUNWAY, 12.6 M (41.3 FT)
 MJ1417'SOUTHWEST OF THE CENTER OF THE RUNWAY AND 0.4 M (1.3 FT) SOUTHWEST OF
 MJ1417'A FIBERGLASS WITNESS POST.
 MJ1417'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MJ1417'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0578 ***********************************************************************
 NL0578  DESIGNATION -  AURELIA
 NL0578  PID         -  NL0578
 NL0578  STATE/COUNTY-  IA/CHEROKEE
 NL0578  USGS QUAD   -  AURELIA (1969)
 NL0578
 NL0578                         *CURRENT SURVEY CONTROL
 NL0578  ___________________________________________________________________
 NL0578* NAD 83(1996)-  42 42 52.39643(N)    095 25 38.68829(W)     ADJUSTED  
 NL0578* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 NL0578  ___________________________________________________________________
 NL0578  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 NL0578  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 NL0578
 NL0578  HORZ ORDER  -  FIRST
 NL0578
 NL0578.The horizontal coordinates were established by classical geodetic methods
 NL0578.and adjusted by the National Geodetic Survey in May 1999..
 NL0578
 NL0578.The orthometric height was scaled from a topographic map.
 NL0578
 NL0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0578
 NL0578.The geoid height was determined by GEOID03.
 NL0578
 NL0578;                    North         East     Units Scale Factor Converg.
 NL0578;SPC IA N     - 1,136,708.320 1,342,133.541   MT  0.99994570   -1 18 22.7
 NL0578;UTM  15      - 4,731,974.524   301,227.286   MT  1.00008612   -1 38 49.8
 NL0578
 NL0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0578!SPC IA N     -   0.99993554  x   0.99994570  =   0.99988124
 NL0578!UTM  15      -   0.99993554  x   1.00008612  =   1.00002165
 NL0578
 NL0578|---------------------------------------------------------------------|
 NL0578| PID    Reference Object                     Distance      Geod. Az  |
 NL0578|                                                           dddmmss.s |
 NL0578| CO2116 AURELIA RM 1                         24.465 METERS 00116     |
 NL0578| CO2114 AURELIA AZ MK                                      0160659.1 |
 NL0578| CO2115 AURELIA AZ MK 2                                    0160922.5 |
 NL0578| CO2117 AURELIA RM 2                         21.874 METERS 09226     |
 NL0578| NL0579 AURELIA MUNICIPAL TANK              APPROX. 0.7 KM 2593331.1 |
 NL0578| NL0675 CHEROKEE ST INSANE ASYLUM STK       APPROX.12.8 KM 2910826.1 |
 NL0578| NL0673 CHEROKEE MUNICIPAL TANK             APPROX.12.0 KM 2913740.1 |
 NL0578| NL0677 CHEROKEE ST ASYLUM ADM DOME         APPROX.12.8 KM 2914727.1 |
 NL0578|---------------------------------------------------------------------|
 NL0578
 NL0578                          SUPERSEDED SURVEY CONTROL
 NL0578
 NL0578  NAD 83(1996)-  42 42 52.39645(N)    095 25 38.68824(W) AD(       ) 1
 NL0578  NAD 83(1986)-  42 42 52.39543(N)    095 25 38.68603(W) AD(       ) 1
 NL0578  NAD 27      -  42 42 52.46000(N)    095 25 37.67000(W) AD(       ) 1
 NL0578
 NL0578.Superseded values are not recommended for survey control.
 NL0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0578.See file dsdata.txt to determine how the superseded data were derived.
 NL0578
 NL0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH0122731975(NAD 83)
 NL0578_MARKER: DS = TRIANGULATION STATION DISK
 NL0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0578
 NL0578  HISTORY     - Date     Condition        Report By
 NL0578  HISTORY     - 1940     MONUMENTED       CGS
 NL0578  HISTORY     - 1950     GOOD             CGS
 NL0578  HISTORY     - 1962     SEE DESCRIPTION  CGS
 NL0578  HISTORY     - 1963     GOOD             CGS
 NL0578
 NL0578                          STATION DESCRIPTION
 NL0578
 NL0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0578'STATION AURELIA IS IN THE EAST PART OF THE TOWN OF AURELIA,
 NL0578'IN THE NORTHEAST CORNER OF THE HIGH SCHOOL GROUNDS, NEAR
 NL0578'THE EAST 1/4 CORNER OF SEC. 10, T 91 N, R 39 W, ON EAST
 NL0578'SIDE OF COUNTY ROUTE E.
 NL0578'
 NL0578'STATION MARK IS 49.5 FEET SOUTH OF CENTER LINE OF STREET,
 NL0578'45 FEET WEST OF CENTER LINE OF COUNTY ROUTE E, 15.2 FEET
 NL0578'SOUTHWEST OF NORTHEAST CORNER OF SCHOOL GROUNDS, IS STAMPED
 NL0578'AURELIA 1940, AND IS SET 4 INCHES BENEATH SURFACE.
 NL0578'
 NL0578'R.M. NO. 1 IS NORTH OF STATION ACROSS STREET, 31 FEET NORTH
 NL0578'OF CENTER LINE OF STREET, 45 FEET WEST OF CENTER LINE OF
 NL0578'COUNTY ROUTE E, IS STAMPED AURELIA NO. 1 1940, AND PROJECTS
 NL0578'3 INCHES.
 NL0578'
 NL0578'R.M. NO. 2 IS EAST OF STATION ACROSS ROAD, 26 FEET EAST
 NL0578'OF CENTER LINE OF COUNTY ROUTE E, 1 FOOT WEST OF RIGHT OF
 NL0578'WAY FENCE, IS STAMPED AURELIA NO. 2 1940, AND PROJECTS 4
 NL0578'INCHES.
 NL0578'
 NL0578'AZIMUTH MARK IS ON EAST AND WEST ROAD, 0.3 MILE NORTH NORTHEAST
 NL0578'OF STATION, IN SOUTH HEADWALL OF 30 FOOT BOX TYPE CONCRETE
 NL0578'CULVERT, 14-1/2 FEET SOUTH OF CENTER LINE OF ROAD, 19-1/2
 NL0578'FEET NORTH OF SOUTH RIGHT OF WAY FENCE.  MARK IS STANDARD
 NL0578'DISK SET IN A DRILL HOLE IN CENTER OF HEADWALL, IS STAMPED
 NL0578'AURELIA 1940, AND IS FLUSH WITH SURFACE OF HEADWALL.  TO
 NL0578'REACH AZIMUTH MARK FROM STATION GO NORTH ON COUNTY ROUTE
 NL0578'E FOR 0.3 MILE AND TURN RIGHT, EAST, ON CROSSROAD, GO 0.1
 NL0578'MILE TO CULVERT AND AZIMUTH MARK.
 NL0578'
 NL0578'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NL0578
 NL0578                          STATION RECOVERY (1950)
 NL0578
 NL0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0578'THE STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 NL0578'THE 1940 DESCRIPTION BY K.B.J. IS ADEQUATE, EXCEPT THE DISTANCE
 NL0578'TO REFERENCE MARKS NOS. 1 AND 2 DID NOT CHECK WITH THE 1940.
 NL0578'
 NL0578'OBSERVATIONS TAKEN FROM A 64 FT. TOWER
 NL0578'
 NL0578'THE DIRECTION TO REFERENCE MARK NO. 2 DID NOT CHECK WITH THE
 NL0578'1940.
 NL0578
 NL0578                          STATION RECOVERY (1962)
 NL0578
 NL0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NL0578'STATION AND UNDERGROUND STATION MARKS HAD BEEN DISPLACED WHEN THE
 NL0578'CITY HAD A WELL DUG.  A NEW UNDERGROUND STATION MARK AND
 NL0578'THE SURFACE STATION MARK WERE REPLACED IN THEIR ORIGINAL
 NL0578'POSITION BY MEASURING BACK FROM THE REFERENCE MARKS AND
 NL0578'CHECKING THE ANGLES TO THE MARKS AND THE AURELIA, MUNI.,
 NL0578'WATER TANK WITH THE 1950 OBSERVATIONS MADE BY JCT JR. A NEW
 NL0578'DESCRIPTION FOLLOWS.
 NL0578'
 NL0578'STATION IS LOCATED IN THE EAST PART OF TOWN OF AURELIA IN
 NL0578'THE NORTHEAST CORNER OF THE HIGH SCHOOL GROUNDS NEAR THE
 NL0578'EAST 1/4 CORNER OF SEC. 10, T 91 N., R 39 W., 46 FEET SOUTH
 NL0578'OF THE CENTER OF 4TH STREET, 44 FEET WEST OF THE CENTER OF
 NL0578'COUNTY ROAD E, 30.5 FEET SOUTH OF THE SOUTH CURB OF 4TH
 NL0578'STREET, 15 FEET SOUTHWEST OF THE NORTHEAST FENCE CORNER OF
 NL0578'FENCE AROUND NEW WELL AND SHED, AND 12.3 FEET WEST OF EAST
 NL0578'SIDE OF FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 NL0578'GROUND AND THE DISK IS STAMPED AURELIA 1940.
 NL0578'
 NL0578'REFERENCE MARK NO. 1 IS 80.26 FEET NORTH OF THE STATION,
 NL0578'45 FEET WEST OF THE CENTER OF COUNTY ROAD E, 34 FEET NORTH
 NL0578'OF THE CENTER OF 4TH STREET, AND 17 FEET NORTH OF THE NORTH
 NL0578'CURB OF 4TH STREET.  THE MARK IS FLUSH WITH THE SURFACE
 NL0578'OF THE GROUND AND THE DISK IS STAMPED AURELIA NO 1 1940.
 NL0578'
 NL0578'REFERENCE MARK NO. 2 IS 71.76 FEET EAST OF THE STATION, 66
 NL0578'FEET SOUTH OF THE SOUTH POWER POLE OF TWO POLES, 27.5 FEET
 NL0578'EAST OF THE CENTER OF COUNTY ROAD E, AND 18 FEET NORTH OF
 NL0578'CENTER OF DRIVEWAY.  THE MARK PROJECTS 6 INCHES AND THE
 NL0578'DISK IS STAMPED AURELIA NO 2 1940.
 NL0578'
 NL0578'AZIMUTH MARK IS 0.35 MILE NORTH-NORTHEAST OF THE STATION
 NL0578'IN THE SOUTH HEADWALL OF A 30-FOOT BOX TYPE CONCRETE CULVERT,
 NL0578'19 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 14 FEET
 NL0578'SOUTH OF THE CENTER OF GRAVEL ROAD.  THE DISK IS SET IN A
 NL0578'DRILLHOLE IN THE CENTER OF THE HEADWALL AND THE DISK IS
 NL0578'STAMPED AURELIA 1940.
 NL0578'
 NL0578'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 NL0578'COUNTY ROAD E FOR 0.3 MILE TO CROSSROADS.  TURN RIGHT AND
 NL0578'GO EAST FOR 0.1 MILE TO THE CONCRETE BRIDGE AND THE AZIMUTH
 NL0578'MARK AS DESCRIBED.
 NL0578'
 NL0578'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0578
 NL0578                          STATION RECOVERY (1963)
 NL0578
 NL0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 NL0578'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NL0578'FOUND IN GOOD CONDITION.  ROAD AND BRIDGE WORK WILL DESTROY
 NL0578'THE AZIMUTH MARK, SO IT WAS RESET.  A SHORT DESCRIPTION
 NL0578'FOR THE RESET AZIMUTH MARK FOLLOWS.
 NL0578'
 NL0578'AZIMUTH MARK (RESET) IS 0.35 MILE NORTH-NORTHEAST OF THE
 NL0578'STATION, ABOUT 200 YARDS EAST OF A CROSSROADS AND THE NORTHEAST
 NL0578'CORNER OF GOLF COURSE FOR THE TOWN OF AURELIA, 18 FEET SOUTH
 NL0578'OF THE CENTER OF AN EAST-WEST GRAVEL ROAD, AND SET ON TOP
 NL0578'AND IN THE MIDDLE OF THE SOUTH HEADWALL FOR A BOX TYPE CONCRETE
 NL0578'CULVERT.  THE DISK IS STAMPED AURELIA 1940 RESET 1963.
 NL0578'
 NL0578'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR
 NL0578'0.3 MILE TO CROSSROADS.  TURN RIGHT AND GO EAST ON GRAVEL
 NL0578'ROAD FOR 0.1 MILE TO A BRIDGE AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0579 ***********************************************************************
 NL0579  DESIGNATION -  AURELIA MUNICIPAL TANK
 NL0579  PID         -  NL0579
 NL0579  STATE/COUNTY-  IA/CHEROKEE
 NL0579  USGS QUAD   -  AURELIA (1969)
 NL0579
 NL0579                         *CURRENT SURVEY CONTROL
 NL0579  ___________________________________________________________________
 NL0579* NAD 83(1996)-  42 42 48.14159(N)    095 26 09.98953(W)     ADJUSTED  
 NL0579* NAVD 88     -                                                        
 NL0579  ___________________________________________________________________
 NL0579  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 NL0579  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 NL0579
 NL0579  HORZ ORDER  -  THIRD
 NL0579
 NL0579.The horizontal coordinates were established by classical geodetic methods
 NL0579.and adjusted by the National Geodetic Survey in May 1999..
 NL0579
 NL0579
 NL0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0579
 NL0579.The geoid height was determined by GEOID03.
 NL0579
 NL0579;                    North         East     Units Scale Factor Converg.
 NL0579;SPC IA N     - 1,136,593.340 1,341,418.504   MT  0.99994569   -1 18 43.9
 NL0579;UTM  15      - 4,731,863.785   300,511.476   MT  1.00008962   -1 39 10.9
 NL0579
 NL0579                          SUPERSEDED SURVEY CONTROL
 NL0579
 NL0579  NAD 83(1996)-  42 42 48.14162(N)    095 26 09.98945(W) AD(       ) 4
 NL0579  NAD 83(1986)-  42 42 48.14068(N)    095 26 09.98698(W) AD(       ) 4
 NL0579  NAD 27      -  42 42 48.20200(N)    095 26 08.98600(W) AD(       ) 3
 NL0579
 NL0579.Superseded values are not recommended for survey control.
 NL0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0579.See file dsdata.txt to determine how the superseded data were derived.
 NL0579
 NL0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH0051131864(NAD 83)
 NL0579_MARKER: 53 = ELEVATED TANK
 NL0579
 NL0579  HISTORY     - Date     Condition        Report By
 NL0579  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0579
 NL0579                          STATION DESCRIPTION
 NL0579
 NL0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0579'AURELIA MUNICIPAL TANK IS IN THE WEST CENTRAL PART OF THE
 NL0579'TOWN OF AURELIA, AT THE CORNER OF MAIN AND 3RD. STREET, BACK
 NL0579'OF THE CITY HALL AND FIRE STATION.
 NL0579'
 NL0579'TANK IS MOUNTED ON STRUCTURAL STEEL TOWER, TOTAL HEIGHTH
 NL0579'185 FEET, IS PAINTED ALUMINUM AND HAS THE WORD AURELIA ON
 NL0579'THE SIDE IN LARGE BLACK LETTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0503 ***********************************************************************
 LE0503  DESIGNATION -  AVERY
 LE0503  PID         -  LE0503
 LE0503  STATE/COUNTY-  IA/WAPELLO
 LE0503  USGS QUAD   -  BLAKESBURG (1968)
 LE0503
 LE0503                         *CURRENT SURVEY CONTROL
 LE0503  ___________________________________________________________________
 LE0503* NAD 83(1996)-  40 59 31.36324(N)    092 38 04.13935(W)     ADJUSTED  
 LE0503* NAVD 88     -       271.79   (+/-2cm)     891.7    (feet)  VERTCON   
 LE0503  ___________________________________________________________________
 LE0503  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 LE0503  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LE0503
 LE0503  HORZ ORDER  -  FIRST
 LE0503  VERT ORDER  -  THIRD ? (See Below)
 LE0503
 LE0503.The horizontal coordinates were established by classical geodetic methods
 LE0503.and adjusted by the National Geodetic Survey in May 1999..
 LE0503
 LE0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0503.The vertical order pertains to the NGVD 29 superseded value.
 LE0503
 LE0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0503
 LE0503.The geoid height was determined by GEOID03.
 LE0503
 LE0503;                    North         East     Units Scale Factor Converg.
 LE0503;SPC IA S     -   110,527.130   572,824.694   MT  0.99995498   +0 34 12.4
 LE0503;UTM  15      - 4,537,938.348   530,744.252   MT  0.99961163   +0 14 23.2
 LE0503
 LE0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0503!SPC IA S     -   0.99996245  x   0.99995498  =   0.99991743
 LE0503!UTM  15      -   0.99996245  x   0.99961163  =   0.99957410
 LE0503
 LE0503|---------------------------------------------------------------------|
 LE0503| PID    Reference Object                     Distance      Geod. Az  |
 LE0503|                                                           dddmmss.s |
 LE0503| CL8860 AVERY RM 1                           24.408 METERS 07554     |
 LE0503| CL8859 AVERY AZ MK                                        0801213.9 |
 LE0503| LE0500 PLEASANT HOME METH CH BELFRY        APPROX. 7.2 KM 0940332.4 |
 LE0503| CL8861 AVERY RM 2                           25.053 METERS 34109     |
 LE0503|---------------------------------------------------------------------|
 LE0503
 LE0503                          SUPERSEDED SURVEY CONTROL
 LE0503
 LE0503  NAD 83(1986)-  40 59 31.36770(N)    092 38 04.15342(W) AD(       ) 1
 LE0503  NAD 27      -  40 59 31.32630(N)    092 38 03.46690(W) AD(       ) 1
 LE0503  NGVD 29 (07/19/86)  271.76   (m)          891.6    (f) LEVELING    3  
 LE0503
 LE0503.Superseded values are not recommended for survey control.
 LE0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0503.See file dsdata.txt to determine how the superseded data were derived.
 LE0503
 LE0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF3074437938(NAD 83)
 LE0503_MARKER: DS = TRIANGULATION STATION DISK
 LE0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0503
 LE0503  HISTORY     - Date     Condition        Report By
 LE0503  HISTORY     - 1956     MONUMENTED       CGS
 LE0503  HISTORY     - 1960     GOOD             IAHD
 LE0503  HISTORY     - 1965     MARK NOT FOUND   USGS
 LE0503  HISTORY     - 1966     MARK NOT FOUND   CGS
 LE0503
 LE0503                          STATION DESCRIPTION
 LE0503
 LE0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 LE0503'STATION IS ABOUT 12.0 MILES WEST OF OTTUMWA, 9.5 MILES
 LE0503'EAST-SOUTHEAST OF ALBIA, 2.0 MILES NORTH OF THE SMALL VILLAGE
 LE0503'OF BLAKESBURG, IN SECTION 31, T. 72 N., R. 15 W., AND ON THE WEST
 LE0503'RIGHT-OF-WAY OF STATE HIGHWAY 213.
 LE0503'
 LE0503'TO REACH THE STATION FROM THE OVERPASS BRIDGE IN OTTUMWA, GO
 LE0503'SOUTH AND THEN WEST ON U.S. HIGHWAY 34 FOR 12.1 MILES TO THE
 LE0503'SMALL VILLAGE OF MUNTERVILLE, CONTINUE WEST ON U.S. HIGHWAY 34
 LE0503'FOR 1.0 MILE TO THE JUNCTION WITH STATE HIGHWAY 213, TURN LEFT
 LE0503'AND GO SOUTH ON STATE HIGHWAY 213 FOR 2.6 MILES TO A SIDE
 LE0503'ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 LE0503'
 LE0503'STATION MARKS ARE STANDARD DISKS STAMPED AVERY 1956.  THE SURFACE
 LE0503'DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 LE0503'INCHES.  IT IS 100 FEET NORTHWEST OF A T-INTERSECTION, 84 FEET
 LE0503'NORTH OF A TELEPHONE POLE AND 40 FEET WEST OF THE CENTER OF A
 LE0503'GRAVEL ROAD.  A STANDARD WITNESS POST WAS SET 2 FEET SOUTHEAST
 LE0503'OF THE MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 LE0503'OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 LE0503'
 LE0503'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AVERY NO 1 1956,
 LE0503'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS LEVEL WITH
 LE0503'THE GROUND SURFACE.  IT IS 82 FEET NORTH OF THE CENTER OF A
 LE0503'GRAVEL ROAD, 47.5 FEET NORTH OF A TELEPHONE POLE, 38.5 FEET EAST
 LE0503'OF THE CENTER OF A GRAVEL ROAD AND 6 INCHES WEST OF A
 LE0503'NORTH-SOUTH FENCE LINE.
 LE0503'
 LE0503'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AVERY NO 2 1956,
 LE0503'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 LE0503'INCHES.  IT IS 34.5 FEET WEST OF THE CENTER OF A GRAVEL ROAD
 LE0503'AND 2 FEET WEST OF A TELEPHONE POLE.
 LE0503'
 LE0503'AZIMUTH MARK, A STANDARD DISK STAMPED AVERY 1956, IS SET
 LE0503'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 LE0503'IS 58.5 FEET NORTH OF A TELEPHONE POLE, 31 FEET EAST OF THE
 LE0503'CENTER OF A GRAVEL ROAD AND 6 INCHES WEST OF A NORTH-SOUTH
 LE0503'FENCE LINE.  A STANDARD WITNESS POST WAS SET 2 FEET SOUTH
 LE0503'OF THE MARK.
 LE0503'
 LE0503'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL
 LE0503'ROAD FOR 0.2 MILE TO WHERE THE ROAD CURVES TO THE NORTH, TURN
 LE0503'LEFT AND GO NORTH FOR APPROXIMATELY 0.05 MILE TO THE AZIMUTH
 LE0503'MARK ON THE RIGHT.
 LE0503'
 LE0503'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LE0503
 LE0503                          STATION RECOVERY (1960)
 LE0503
 LE0503'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1960
 LE0503'STATION RECOVERED.
 LE0503'
 LE0503'THIS BENCHMARK IS NEAR THE CENTERLINE OF THE RELOCATION OF
 LE0503'IOWA HIGHWAY 213 WHERE THERE WILL BE ABOUT A 4 FOOT CUT TO
 LE0503'THE FINISHED CENTERLINE GRADE.  IT WILL HAVE TO BE MOVED OR TIED
 LE0503'IN AND RESET.
 LE0503
 LE0503                          STATION RECOVERY (1965)
 LE0503
 LE0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LE0503'STATION DESTROYED BY HIGHWAY CONSTRUCTION.
 LE0503
 LE0503                          STATION RECOVERY (1966)
 LE0503
 LE0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LE0503'THE STATION AND REFERENCE MARKS WERE DESTROYED BY ROAD
 LE0503'CONSTRUCTION.  THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD
 LE0503'CONDITION.  NO OBJECTS, INCLUDING THE AZIMUTH MARK, WERE VISIBLE
 LE0503'FROM THE GROUND AT THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0841 ***********************************************************************
 ON0841  DESIGNATION -  AVIATION BEACON NEAR LEE MON
 ON0841  PID         -  ON0841
 ON0841  STATE/COUNTY-  IA/ALLAMAKEE
 ON0841  USGS QUAD   -  NEW ALBIN (1968)
 ON0841
 ON0841                         *CURRENT SURVEY CONTROL
 ON0841  ___________________________________________________________________
 ON0841* NAD 83(1996)-  43 29 46.98064(N)    091 17 56.01697(W)     ADJUSTED  
 ON0841* NAVD 88     -                                                        
 ON0841  ___________________________________________________________________
 ON0841  LAPLACE CORR-          -9.00  (seconds)                    DEFLEC99
 ON0841  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 ON0841
 ON0841  HORZ ORDER  -  THIRD
 ON0841
 ON0841.The horizontal coordinates were established by classical geodetic methods
 ON0841.and adjusted by the National Geodetic Survey in May 1999..
 ON0841
 ON0841
 ON0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0841
 ON0841.The geoid height was determined by GEOID03.
 ON0841
 ON0841;                    North         East     Units Scale Factor Converg.
 ON0841;SPC IA N     - 1,224,081.840 1,678,017.599   MT  1.00005007   +1 29 30.4
 ON0841;SPC MN S     -   158,765.421 1,018,446.071   MT  1.00007451   +1 53 35.8
 ON0841;SPC WI S     -   167,052.314   494,954.720   MT  0.99993392   -0 53 32.9
 ON0841;SPC WI S     -   548,070.80  1,623,863.94   sFT  0.99993392   -0 53 32.9
 ON0841;UTM  15      - 4,817,345.266   637,534.106   MT  0.99983268   +1 10 15.9
 ON0841
 ON0841                          SUPERSEDED SURVEY CONTROL
 ON0841
 ON0841  NAD 83(1996)-  43 29 46.98064(N)    091 17 56.01696(W) AD(       ) 4
 ON0841  NAD 83(1996)-  43 29 46.97512(N)    091 17 56.01850(W) AD(       ) 4
 ON0841  NAD 83(1986)-  43 29 46.97518(N)    091 17 56.01870(W) AD(       ) 4
 ON0841  NAD 27      -  43 29 47.07000(N)    091 17 55.53000(W) AD(       ) 3
 ON0841
 ON0841.Superseded values are not recommended for survey control.
 ON0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0841.See file dsdata.txt to determine how the superseded data were derived.
 ON0841
 ON0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3753417345(NAD 83)
 ON0841_MARKER: 22 = AIRWAY BEACON
 ON0841
 ON0841  HISTORY     - Date     Condition        Report By
 ON0841  HISTORY     - 1931     FIRST OBSERVED   CGS
 ON0841
 ON0841                          STATION DESCRIPTION
 ON0841
 ON0841'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0879 ***********************************************************************
 MG0879  DESIGNATION -  AVIATION RESET
 MG0879  PID         -  MG0879
 MG0879  STATE/COUNTY-  IA/JOHNSON
 MG0879  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0879
 MG0879                         *CURRENT SURVEY CONTROL
 MG0879  ___________________________________________________________________
 MG0879* NAD 83(1996)-  41 37 58.86637(N)    091 35 58.22690(W)     ADJUSTED  
 MG0879* NAVD 88     -       239.1    (meters)     784.     (feet)  VERTCON   
 MG0879  ___________________________________________________________________
 MG0879  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 MG0879  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0879
 MG0879  HORZ ORDER  -  FIRST
 MG0879
 MG0879.The horizontal coordinates were established by classical geodetic methods
 MG0879.and adjusted by the National Geodetic Survey in May 1999..
 MG0879
 MG0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0879
 MG0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0879
 MG0879.The geoid height was determined by GEOID03.
 MG0879
 MG0879;                    North         East     Units Scale Factor Converg.
 MG0879;SPC IA S     -   183,077.963   658,342.430   MT  0.99997677   +1 15 06.7
 MG0879;UTM  15      - 4,609,979.237   616,650.871   MT  0.99976745   +0 55 49.9
 MG0879
 MG0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0879!SPC IA S     -   0.99996762  x   0.99997677  =   0.99994439
 MG0879!UTM  15      -   0.99996762  x   0.99976745  =   0.99973507
 MG0879
 MG0879|---------------------------------------------------------------------|
 MG0879| PID    Reference Object                     Distance      Geod. Az  |
 MG0879|                                                           dddmmss.s |
 MG0879| CL8864 AVIATION RM 3                        17.649 METERS 01747     |
 MG0879| MG0884 AVIATION RM 4                        25.148 METERS 02736     |
 MG0879| MG0873 IOWA CITY NEW MEDIC SCH SW COR      APPROX. 5.3 KM 0541022.8 |
 MG0879| MG0872 IOWA CITY MUNICIPAL TANK            APPROX. 7.7 KM 0542512.4 |
 MG0879| MG0883 IOWA CITY U HTS MUN TANK            APPROX. 4.2 KM 0580436.9 |
 MG0879| MG0876 IOWA CITY WEST AERIAL               APPROX. 6.0 KM 0600924.5 |
 MG0879| MG0878 IOWA CITY OLD U HEAT PLT STK        APPROX. 6.0 KM 0601228.5 |
 MG0879| MG0871 IOWA CITY EAST AERIAL               APPROX. 6.0 KM 0602421.0 |
 MG0879| MG0877 IOWA CITY NEW U HEAT PLT W STK      APPROX. 5.6 KM 0612018.6 |
 MG0879| MG0881 IOWA CITY NEW U HEAT PLT E STK      APPROX. 5.6 KM 0612649.6 |
 MG0879| MG0882 IOWA CITY MUNICIPAL APT BCN         APPROX. 5.1 KM 0804835.0 |
 MG0879| CL8862 AVIATION RM 1 AZIMUTH                              1823151.4 |
 MG0879| CL8863 AVIATION RM 2                        15.182 METERS 27233     |
 MG0879| MG0895 OXFORD AEROPLANE BEACON 22          APPROX.18.3 KM 3004931.5 |
 MG0879| MG0880 IOWA CITY CO POOR FARM WTR TK       APPROX. 2.6 KM 3535902.3 |
 MG0879| MG0875 CORALVILLE TB HOSPITAL STACK        APPROX. 8.0 KM 3573937.6 |
 MG0879|---------------------------------------------------------------------|
 MG0879
 MG0879                          SUPERSEDED SURVEY CONTROL
 MG0879
 MG0879  NAD 83(1986)-  41 37 58.86727(N)    091 35 58.23542(W) AD(       ) 1
 MG0879  NAD 27      -  41 37 58.80500(N)    091 35 57.63100(W) AD(       ) 1
 MG0879  NGVD 29 (07/19/86)  239.1    (m)          784.     (f) VERT ANG       
 MG0879
 MG0879.Superseded values are not recommended for survey control.
 MG0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0879.See file dsdata.txt to determine how the superseded data were derived.
 MG0879
 MG0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1665109979(NAD 83)
 MG0879_MARKER: DS = TRIANGULATION STATION DISK
 MG0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0879+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 MG0879
 MG0879  HISTORY     - Date     Condition        Report By
 MG0879  HISTORY     - 1965     MONUMENTED       CGS
 MG0879  HISTORY     - 1968     GOOD             LOCENG
 MG0879  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MG0879  HISTORY     - 20040913 GOOD             GEOCAC
 MG0879
 MG0879                          STATION DESCRIPTION
 MG0879
 MG0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 MG0879'THE SURFACE STATION MARK FOR THIS STATION WAS FOUND LYING
 MG0879'ON ITS SIDE NEAR THE ORIGINAL LOCATION.  THE UNDERGROUND
 MG0879'MARK WAS RECOVERED IN GOOD CONDITION SO THE SURFACE MARK
 MG0879'WAS RESET BY PLUMBING OVER IT.
 MG0879'
 MG0879'THE STATION IS 41 FEET SOUTH OF THE CENTERLINE OF A FIELD
 MG0879'ENTRANCE, 16.5 FEET EAST OF THE CENTERLINE OF THE SURFACED
 MG0879'ROAD AND 18 FEET WEST OF FENCE LINE AND METAL WITNESS POST.
 MG0879'THE TOP OF THE MARK IS ABOUT 6 INCHES BELOW THE SHOULDER
 MG0879'OF THE ROAD AND THE DISK IS STAMPED AVIATION 1930 1965.
 MG0879'
 MG0879'R.M. NO. 1 (AZI. MK.) IS 93 FEET NORTH OF A T-FENCE CORNER,
 MG0879'31.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH
 MG0879'OF A METAL WITNESS POST AND 0.5 FOOT EAST OF THE RIGHT OF WAY
 MG0879'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 MG0879'AVIATION NO 1 1930.
 MG0879'
 MG0879'R.M. NO. 2 IS 100.5 FEET NORTH OF A POWERLINE POLE, 33.5 FEET
 MG0879'WEST OF THE CENTERLINE OF THE ROAD AND 2 FEET WEST OF A
 MG0879'NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS 5 INCHES AND THE
 MG0879'DISK IS STAMPED AVIATION NO 2 1930.
 MG0879'
 MG0879'R.M. NO. 3 IS 33 FEET EAST OF THE CENTERLINE OF THE SURFACED
 MG0879'ROAD, 11 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE, 1.5
 MG0879'FEET NORTHWEST OF A BRACE POST WITH GATE ATTACHED AND 1 FOOT
 MG0879'WEST OF A NORTH-SOUTH FENCE LINE.  MARK PROJECTS 3 INCHES
 MG0879'AND THE DISK IS STAMPED AVIATION NO 3 1930 1965.
 MG0879'
 MG0879'TO REACH THE STATION FROM IOWA CITY, FROM THE WEST END
 MG0879'OF THE BRIDGE ON BURLINGTON STREET AND NEAR THE UNIVERSITY
 MG0879'POWER PLANT, GO SOUTH ON U.S. HIGHWAYS 6 AND 218 AND STATE
 MG0879'HIGHWAY 1 FOR 0.75 MILE TO POINT WHERE STATE HIGHWAY 1 TURNS
 MG0879'RIGHT, TURN RIGHT AND GO WEST ON STATE HIGHWAY 1 FOR 3.6 MILES
 MG0879'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.3 MILE
 MG0879'ON A SURFACED ROAD TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 MG0879'NORTH FOR 0.3 MILE TO A FIELD ENTRANCE ON THE RIGHT AND
 MG0879'STATION ON RIGHT AS DESCRIBED.
 MG0879
 MG0879                          STATION RECOVERY (1968)
 MG0879
 MG0879'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (AS)
 MG0879'STATION RECOVERED BY A. SCHMIDT.
 MG0879'
 MG0879'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MG0879
 MG0879                          STATION RECOVERY (1969)
 MG0879
 MG0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0879'THE STATION MARK WAS RECOVERED AS DESCRIBED IN 1965 AND ALL
 MG0879'MARKS WERE FOUND IN GOOD CONDITION.
 MG0879'
 MG0879'THE STATION IS LOCATED ABOUT 3 MILES WEST AND 2 MILES SOUTH
 MG0879'OF IOWA CITY, 1/2 MILE NORTH OF STATE HIGHWAY 1 AND IN THE
 MG0879'COUNTY ROAD RIGHT OF WAY.
 MG0879'
 MG0879'FOR THE TO REACH AND THE DESCRIPTION OF ALL OTHER MARKS SEE
 MG0879'DESCRIPTION FOR STATION AVIATION RM 4 WHICH WAS ESTABLISHED
 MG0879'THIS DATE.
 MG0879'
 MG0879'NOTE--THE ABOVE TRAVERSE DISTANCE WAS REDUCED TO SEA LEVEL.
 MG0879'
 MG0879'THIS STATION COULD NOT BE BUILT OVER DUE TO ITS LOCATION
 MG0879'AT THE EDGE OF THE ROADBED.
 MG0879'
 MG0879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MG0879'3-1/2 MILES SOUTHWEST OF IOWA CITY.
 MG0879
 MG0879                          STATION RECOVERY (2004)
 MG0879
 MG0879'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 MG0879'FOUND AVIATION RESET IN GOOD CONDITION.  SURFACE MARK IS IN A HOLE
 MG0879'ADJACENT TO THE EAST SIDE OF MAIER ROAD AND ABOUT 18 INCHES LOWER.
 MG0879' 
 MG0879'RM1 (AZ) AT HANDHELD N41 37.763 W091 35.983 FOUND NEAR WITNESS POST IN
 MG0879'POOR CONDITION, TILTED 15 DEG SE AND PROJECTING 12 TO 15 INCHES. RM2
 MG0879'(N41 37.982 W091 35.981) FOUND 1 FOOT NORTH OF WITNESS POST ON WEST
 MG0879'SIDE OF ROAD, PROJECTING 12 INCHES, IN GOOD CONDITION EXCEPT THAT FACE
 MG0879'IS MARRED SO DESIGNATION IS HARD TO READ.
 MG0879' 
 MG0879'RM3 (N41 37.992 W091 35.966) IN GOOD CONDITION 1/2 INCH BELOW SURFACE.
 MG0879'WITNESS POST PRESENT IN EAST FENCELINE. SKY VISIBILITY GOOD AT ALL
 MG0879'MARKS.
 MG0879' 
 MG0879'SEE ALSO MG0884 AVIATION RM4, ADDED FOR TRIANGULATION BECAUSE AVIATION
 MG0879'INCONVENIENTLY PLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0884 ***********************************************************************
 MG0884  DESIGNATION -  AVIATION RM 4
 MG0884  PID         -  MG0884
 MG0884  STATE/COUNTY-  IA/JOHNSON
 MG0884  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0884
 MG0884                         *CURRENT SURVEY CONTROL
 MG0884  ___________________________________________________________________
 MG0884* NAD 83(1996)-  41 37 59.58871(N)    091 35 57.72344(W)     ADJUSTED  
 MG0884* NAVD 88     -       238.9    (meters)     784.     (feet)  VERTCON   
 MG0884  ___________________________________________________________________
 MG0884  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 MG0884  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0884
 MG0884  HORZ ORDER  -  FIRST
 MG0884
 MG0884.The horizontal coordinates were established by classical geodetic methods
 MG0884.and adjusted by the National Geodetic Survey in May 1999..
 MG0884
 MG0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0884
 MG0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0884
 MG0884.The geoid height was determined by GEOID03.
 MG0884
 MG0884;                    North         East     Units Scale Factor Converg.
 MG0884;SPC IA S     -   183,100.498   658,353.593   MT  0.99997679   +1 15 07.0
 MG0884;UTM  15      - 4,610,001.703   616,662.158   MT  0.99976748   +0 55 50.3
 MG0884
 MG0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0884!SPC IA S     -   0.99996765  x   0.99997679  =   0.99994444
 MG0884!UTM  15      -   0.99996765  x   0.99976748  =   0.99973514
 MG0884
 MG0884:                Primary Azimuth Mark                     Grid Az
 MG0884:SPC IA S     -  IOWA CITY U HTS MUN TANK                 056 59 57.8
 MG0884:UTM  15      -  IOWA CITY U HTS MUN TANK                 057 19 14.5
 MG0884
 MG0884|---------------------------------------------------------------------|
 MG0884| PID    Reference Object                     Distance      Geod. Az  |
 MG0884|                                                           dddmmss.s |
 MG0884| MG0883 IOWA CITY U HTS MUN TANK            APPROX. 4.2 KM 0581504.8 |
 MG0884| CL8862 AVIATION RM 1 AZIMUTH                              1835750.3 |
 MG0884| MG0879 AVIATION RESET                       25.148 METERS 20736     |
 MG0884| CL8864 AVIATION RM 3                         8.322 METERS 22848     |
 MG0884| CL8863 AVIATION RM 2                        34.436 METERS 23108     |
 MG0884|---------------------------------------------------------------------|
 MG0884
 MG0884                          SUPERSEDED SURVEY CONTROL
 MG0884
 MG0884  NAD 83(1986)-  41 37 59.58960(N)    091 35 57.73197(W) AD(       ) 1
 MG0884  NAD 27      -  41 37 59.52696(N)    091 35 57.12780(W) AD(       ) 1
 MG0884  NGVD 29 (07/19/86)  238.9    (m)          784.     (f) VERT ANG       
 MG0884
 MG0884.Superseded values are not recommended for survey control.
 MG0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0884.See file dsdata.txt to determine how the superseded data were derived.
 MG0884
 MG0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1666210002(NAD 83)
 MG0884_MARKER: Z = SEE DESCRIPTION
 MG0884_SETTING: 0 = UNSPECIFIED SETTING
 MG0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0884
 MG0884  HISTORY     - Date     Condition        Report By
 MG0884  HISTORY     - 1969     MONUMENTED       CGS
 MG0884
 MG0884                          STATION DESCRIPTION
 MG0884
 MG0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0884'THE STATION IS LOCATED ABOUT 3 MILES WEST AND 2 MILES SOUTH OF
 MG0884'IOWA CITY, 1/2 MILE NORTH OF STATE HIGHWAY 1 IN THE SW 1/4 SEC. 19,
 MG0884'T 79 N, R. 7 W, ON LAND OWNED BY MR. EARL THOMAS.
 MG0884'
 MG0884'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 218
 MG0884'AND STATE HIGHWAY 1 AT THE WEST END OF THE BRIDGE AT THE UNIVERSITY
 MG0884'POWER PLANT IN IOWA CITY, GO SOUTH ON THESE HIGHWAYS FOR 0.75 MILE
 MG0884'TO WHERE STATE HIGHWAY 1 TURNS RIGHT.  TURN RIGHT AND GO WEST AND
 MG0884'SOUTHWEST ON STATE HIGHWAY 1 FOR 3.7 MILES TO A SIDE ROAD
 MG0884'RIGHT.  TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.3 MILE TO
 MG0884'RM 1 (AZ MK) ON THE LEFT.  CONTINUE NORTH ON THE PAVED ROAD FOR
 MG0884'0.3 MILE TO THE STATION ON THE RIGHT, AT A FIELD ENTRANCE.
 MG0884'
 MG0884'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED,
 MG0884'AVIATION NO 4 1930 1969, SET IN THE TOP OF A CONCRETE CYLINDER
 MG0884'WHICH IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 55 FEET EAST
 MG0884'OF THE CENTER OF THE PAVED ROAD, 27 FEET NORTHEAST OF THE NORTH
 MG0884'END OF A WIRE GATE, 19 FEET EAST OF A FENCE LINE AND 75.5 FEET
 MG0884'NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.  THERE
 MG0884'WAS AN UNDERGROUND REFERENCE MARK DISK SET.
 MG0884'
 MG0884'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, AVIATION NO 2 1930,
 MG0884'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 MG0884'PROJECTS 4 INCHES.  IT IS 67 FEET WEST OF THE METAL WITNESS
 MG0884'POST, 31 FEET WEST OF THE CENTER OF THE ROAD AND 1 FOOT WEST OF
 MG0884'A FENCE LINE.
 MG0884'
 MG0884'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, AVIATION NO 3 1930
 MG0884'1965, SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT
 MG0884'WHICH PROJECTS 2 INCHES.  IT IS 55 FEET NORTH OF THE METAL WITNESS
 MG0884'POST, 35 FEET EAST OF THE CENTER OF THE PAVED ROAD, 13 FEET
 MG0884'NORTH OF THE CENTER OF THE FIELD ENTRANCE AND 1 FOOT NORTHWEST
 MG0884'OF THE NORTH END OF THE WIRE GATE.
 MG0884'
 MG0884'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED,
 MG0884'AVIATION NO 1 1930, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MG0884'MONUMENT WHICH PROJECTS 12 INCHES.  IT IS 32 FEET WEST OF THE
 MG0884'CENTER OF THE PAVED ROAD, 1 FOOT EAST OF A FENCE LINE AND 1 FOOT
 MG0884'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 MG0884'
 MG0884'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 MG0884'
 MG0884'THE 1930 STATION COULD NOT BE OCCUPPIED AT THIS TIME DUE
 MG0884'TO ITS LOCATION AT THE EDGE OF THE RECENTLY IMPROVED ROAD BED.
 MG0884'
 MG0884'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1197 ***********************************************************************
 MJ1197  DESIGNATION -  AVOCA
 MJ1197  PID         -  MJ1197
 MJ1197  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1197  USGS QUAD   -  AVOCA (1994)
 MJ1197
 MJ1197                         *CURRENT SURVEY CONTROL
 MJ1197  ___________________________________________________________________
 MJ1197* NAD 83(1996)-  41 29 46.10265(N)    095 20 07.35990(W)     ADJUSTED  
 MJ1197* NAVD 88     -       391.3    (meters)    1284.     (feet)  VERTCON   
 MJ1197  ___________________________________________________________________
 MJ1197  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 MJ1197  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 MJ1197
 MJ1197  HORZ ORDER  -  SECOND
 MJ1197
 MJ1197.The horizontal coordinates were established by classical geodetic methods
 MJ1197.and adjusted by the National Geodetic Survey in May 1999..
 MJ1197
 MJ1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1197
 MJ1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1197
 MJ1197.The geoid height was determined by GEOID03.
 MJ1197
 MJ1197;                    North         East     Units Scale Factor Converg.
 MJ1197;SPC IA S     -   167,762.897   346,761.144   MT  0.99996162   -1 12 32.3
 MJ1197;UTM  15      - 4,596,468.673   305,064.641   MT  1.00006766   -1 32 52.2
 MJ1197
 MJ1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1197!SPC IA S     -   0.99994305  x   0.99996162  =   0.99990468
 MJ1197!UTM  15      -   0.99994305  x   1.00006766  =   1.00001071
 MJ1197
 MJ1197|---------------------------------------------------------------------|
 MJ1197| PID    Reference Object                     Distance      Geod. Az  |
 MJ1197|                                                           dddmmss.s |
 MJ1197| CL6800 AVOCA RM 1                           20.025 METERS 07116     |
 MJ1197| MJ1198 AVOCA MUN TANK                      APPROX. 1.6 KM 1813301.7 |
 MJ1197| CL6801 AVOCA RM 2                           10.455 METERS 23903     |
 MJ1197|---------------------------------------------------------------------|
 MJ1197
 MJ1197                          SUPERSEDED SURVEY CONTROL
 MJ1197
 MJ1197  NAD 83(1996)-  41 29 46.10686(N)    095 20 07.37065(W) AD(       ) 2
 MJ1197  NAD 83(1986)-  41 29 46.10722(N)    095 20 07.37242(W) AD(       ) 2
 MJ1197  NAD 27      -  41 29 46.14313(N)    095 20 06.37224(W) AD(       ) 2
 MJ1197  NGVD 29 (07/19/86)  391.2    (m)         1283.     (f) VERT ANG       
 MJ1197
 MJ1197.Superseded values are not recommended for survey control.
 MJ1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1197.See file dsdata.txt to determine how the superseded data were derived.
 MJ1197
 MJ1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF0506596469(NAD 83)
 MJ1197_MARKER: DD = SURVEY DISK
 MJ1197_SETTING: 0 = UNSPECIFIED SETTING
 MJ1197
 MJ1197  HISTORY     - Date     Condition        Report By
 MJ1197  HISTORY     - 1968     MONUMENTED       USGS
 MJ1197
 MJ1197                          STATION DESCRIPTION
 MJ1197
 MJ1197'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1197'STATION IS LOCATED 1.25 MI N. OF AVOCA, NEAR THE CENTER OF SEC. 4,
 MJ1197'T. 77 N., R. 39 W., IN THE RIGHT-OF-WAY OF INTERSTATE 80 AND
 MJ1197'IN THE SE. ANGLE OF THE INTERCHANGE WITH U.S. HWY. 59.
 MJ1197'
 MJ1197'TO REACH THE STATION FROM THE POST OFFICE AT AVOCA, DRIVE ONE
 MJ1197'BLOCK E. TO U.S. HWY. 59, TURN LEFT AND DRIVE N. ON U.S. HWY. 59
 MJ1197'FOR 1.25 MI TO E. BOUND ENTRANCE TO I-80 AND STATION ON THE
 MJ1197'RIGHT.
 MJ1197'
 MJ1197'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED AVOCA
 MJ1197'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN
 MJ1197'FLUSH WITH THE GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MJ1197'
 MJ1197'STATION MARK IS 241 FT E. OF CENTER OF U.S. HWY. 59, 154 FT
 MJ1197'S.-SE. OF CENTER OF THE E. BOUND APPROACH TO I-80 AND 5.3 FT
 MJ1197'N.-NW. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1197'
 MJ1197'REFERENCE MARK 1 IS 65.70 FT (20.025 M.) E.-NE. OF STATION, 159
 MJ1197'FT S.-SE. OF CENTER OF E. BOUND APPROACH TO I-80 AND 1 FT N. OF
 MJ1197'RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1197'
 MJ1197'REFERENCE MARK 2 IS 34.30 FT (10.455 M.) W.-SW. OF STATION,
 MJ1197'213 FT E. OF CENTER OF U.S. HWY. 59 AND 1 FT NW. OF RIGHT-OF-WAY
 MJ1197'FENCE AND A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1198 ***********************************************************************
 MJ1198  DESIGNATION -  AVOCA MUN TANK
 MJ1198  PID         -  MJ1198
 MJ1198  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1198  USGS QUAD   -  AVOCA (1994)
 MJ1198
 MJ1198                         *CURRENT SURVEY CONTROL
 MJ1198  ___________________________________________________________________
 MJ1198* NAD 83(1996)-  41 28 55.27168(N)    095 20 09.18953(W)     ADJUSTED  
 MJ1198* NAVD 88     -                                                        
 MJ1198  ___________________________________________________________________
 MJ1198  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 MJ1198  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 MJ1198
 MJ1198  HORZ ORDER  -  THIRD
 MJ1198
 MJ1198.The horizontal coordinates were established by classical geodetic methods
 MJ1198.and adjusted by the National Geodetic Survey in May 1999..
 MJ1198
 MJ1198
 MJ1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1198
 MJ1198.The geoid height was determined by GEOID03.
 MJ1198
 MJ1198;                    North         East     Units Scale Factor Converg.
 MJ1198;SPC IA S     -   166,196.020   346,685.622   MT  0.99996038   -1 12 33.5
 MJ1198;UTM  15      - 4,594,902.102   304,979.851   MT  1.00006807   -1 32 51.9
 MJ1198
 MJ1198                          SUPERSEDED SURVEY CONTROL
 MJ1198
 MJ1198  NAD 83(1996)-  41 28 55.27611(N)    095 20 09.20081(W) AD(       ) 4
 MJ1198  NAD 83(1986)-  41 28 55.27688(N)    095 20 09.20292(W) AD(       ) 4
 MJ1198  NAD 27      -  41 28 55.31248(N)    095 20 08.20247(W) AD(       ) 3
 MJ1198
 MJ1198.Superseded values are not recommended for survey control.
 MJ1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1198.See file dsdata.txt to determine how the superseded data were derived.
 MJ1198
 MJ1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF0498094902(NAD 83)
 MJ1198_MARKER: 51 = TANK
 MJ1198
 MJ1198  HISTORY     - Date     Condition        Report By
 MJ1198  HISTORY     - 1968     FIRST OBSERVED   USGS
 MJ1198
 MJ1198                          STATION DESCRIPTION
 MJ1198
 MJ1198'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1045 ***********************************************************************
 OP1045  DESIGNATION -  AYRSHIRE MUNICIPAL TANK
 OP1045  PID         -  OP1045
 OP1045  STATE/COUNTY-  IA/PALO ALTO
 OP1045  USGS QUAD   -  AYRSHIRE (1972)
 OP1045
 OP1045                         *CURRENT SURVEY CONTROL
 OP1045  ___________________________________________________________________
 OP1045* NAD 83(1996)-  43 02 18.11476(N)    094 49 57.04092(W)     ADJUSTED  
 OP1045* NAVD 88     -                                                        
 OP1045  ___________________________________________________________________
 OP1045  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 OP1045  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 OP1045
 OP1045  HORZ ORDER  -  THIRD
 OP1045
 OP1045.The horizontal coordinates were established by classical geodetic methods
 OP1045.and adjusted by the National Geodetic Survey in May 1999..
 OP1045
 OP1045
 OP1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1045
 OP1045.The geoid height was determined by GEOID03.
 OP1045
 OP1045;                    North         East     Units Scale Factor Converg.
 OP1045;SPC IA N     - 1,171,734.916 1,391,421.519   MT  0.99996627   -0 54 11.2
 OP1045;UTM  15      - 4,766,704.684   350,726.197   MT  0.99987412   -1 15 03.2
 OP1045
 OP1045                          SUPERSEDED SURVEY CONTROL
 OP1045
 OP1045  NAD 83(1996)-  43 02 18.11474(N)    094 49 57.04089(W) AD(       ) 4
 OP1045  NAD 83(1986)-  43 02 18.10967(N)    094 49 57.03174(W) AD(       ) 4
 OP1045  NAD 27      -  43 02 18.22800(N)    094 49 56.09100(W) AD(       ) 3
 OP1045
 OP1045.Superseded values are not recommended for survey control.
 OP1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1045.See file dsdata.txt to determine how the superseded data were derived.
 OP1045
 OP1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH5072666705(NAD 83)
 OP1045_MARKER: 53 = ELEVATED TANK
 OP1045
 OP1045  HISTORY     - Date     Condition        Report By
 OP1045  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP1045  HISTORY     - 1962     GOOD             IA-147
 OP1045
 OP1045                          STATION DESCRIPTION
 OP1045
 OP1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1045'THIS STATION IS THE BLACK MUNICIPAL TANK IN THE VILLAGE OF
 OP1045'AYRSHIRE, IOWA.  IT IS LOCATED IN THE SOUTHEASTERN PART OF
 OP1045'TOWN IN NW SECTION 19, T 94 N, R 34 W.  IT WAS ERECTED IN
 OP1045'1916.
 OP1045'
 OP1045'THE TANK HAS FOUR TRUSS-WORK LEGS ABOUT 75 FEET HIGH.  THERE
 OP1045'ARE TWO SETS OF HORIZONTAL CROSS MEMBERS.  ON THE SECOND SET
 OP1045'IS A LARGE BLACK BELL.  THE OVAL SECTION OF THE TANK EXTENDS
 OP1045'DOWNWARD ABOUT 15 FEET.  FROM THIS SECTION A RED FEED PIPE
 OP1045'JACKET, 30 INCHES IN DIAMETER, EXTENDS TO THE GROUND.  THE
 OP1045'VERTICAL SECTION EXTENDS UPWARD ABOUT 20 FEET AND HAS A CAT-WALK
 OP1045'AND RAIL AROUND ITS BASE.  THE CONICAL ROOF IS 5 FEET HIGH
 OP1045'AND HAS A BLACK BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT
 OP1045'110 FEET.
 OP1045
 OP1045                          STATION RECOVERY (1962)
 OP1045
 OP1045'RECOVERY NOTE BY PALO ALTO COUNTY IOWA 1962
 OP1045'THE TANK IS STILL IN USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9192 ***********************************************************************
 AE9192  DESIGNATION -  B
 AE9192  PID         -  AE9192
 AE9192  STATE/COUNTY-  IA/JOHNSON
 AE9192  USGS QUAD   -  SWISHER (1994)
 AE9192
 AE9192                         *CURRENT SURVEY CONTROL
 AE9192  ___________________________________________________________________
 AE9192* NAD 83(1986)-  41 50 23.     (N)    091 40 32.     (W)     SCALED    
 AE9192* NAVD 88     -       251.189  (meters)     824.11   (feet)  ADJUSTED  
 AE9192  ___________________________________________________________________
 AE9192  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 AE9192  DYNAMIC HT  -         251.094 (meters)     823.80  (feet)  COMP
 AE9192  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 AE9192
 AE9192  VERT ORDER  -  SECOND    CLASS I
 AE9192
 AE9192.The horizontal coordinates were scaled from a topographic map and have
 AE9192.an estimated accuracy of +/- 6 seconds.
 AE9192
 AE9192.The orthometric height was determined by differential leveling
 AE9192.and adjusted by the National Geodetic Survey in July 2002..
 AE9192
 AE9192.The geoid height was determined by GEOID03.
 AE9192
 AE9192.The dynamic height is computed by dividing the NAVD 88
 AE9192.geopotential number by the normal gravity value computed on the
 AE9192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9192.degrees latitude (g = 980.6199 gals.).
 AE9192
 AE9192.The modeled gravity was interpolated from observed gravity values.
 AE9192
 AE9192;                    North         East    Units  Estimated Accuracy
 AE9192;SPC IA S     -   205,900.      651,530.      MT  (+/- 180 meters Scaled)
 AE9192
 AE9192                          SUPERSEDED SURVEY CONTROL
 AE9192
 AE9192.No superseded survey control is available for this station.
 AE9192
 AE9192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG099328(NAD 83)
 AE9192_MARKER: DD = SURVEY DISK
 AE9192_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE9192_SP_SET: HEADWALL
 AE9192_STAMPING: B
 AE9192_MARK LOGO: IAHD  
 AE9192_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9192+STABILITY: SURFACE MOTION
 AE9192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9192+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 AE9192
 AE9192  HISTORY     - Date     Condition        Report By
 AE9192  HISTORY     - UNK      MONUMENTED       IAHD
 AE9192  HISTORY     - 19980108 GOOD             NGS
 AE9192  HISTORY     - 20060606 GOOD             GEOCAC
 AE9192
 AE9192                          STATION DESCRIPTION
 AE9192
 AE9192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9192'0.3 KM (0.20 MI) NORTHERLY ALONG ROSE AVENUE FROM THE POST OFFICE IN
 AE9192'SWISHER, THENCE 1.6 KM (1.00 MI) EASTERLY ALONG DIVISION STREET AND
 AE9192'COUNTY ROAD F-12, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG STATE
 AE9192'HIGHWAY 965, IN TOP OF AND 0.8 M (2.6 FT) NORTH OF THE SOUTH END OF
 AE9192'THE EAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 9.2 M (30.2
 AE9192'FT) EAST OF THE HIGHWAY CENTERLINE, AND 0.5 M (1.6 FT) BELOW THE LEVEL
 AE9192'OF THE HIGHWAY.
 AE9192
 AE9192                          STATION RECOVERY (2006)
 AE9192
 AE9192'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 AE9192'AT CULVERT THAT DRAINS INTO A LARGE POND TO THE SOUTHEAST, NORTH OF A
 AE9192'REFLECTOR POST, IN CENTER OF HEADWALL, A 1 1/2 INCH BRONZE PLUG CAST
 AE9192'WITH IHC BM AND STAMPED 'B'. HANDHELD COORDINATES N41 50 24.0 W091 40
 AE9192'31.4 (N41 50.400 W091 40.523).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0116 ***********************************************************************
 OP0116  DESIGNATION -  B 1
 OP0116  PID         -  OP0116
 OP0116  STATE/COUNTY-  IA/KOSSUTH
 OP0116  USGS QUAD   -  LEDYARD (1972)
 OP0116
 OP0116                         *CURRENT SURVEY CONTROL
 OP0116  ___________________________________________________________________
 OP0116* NAD 83(1986)-  43 26 41.     (N)    094 08 18.     (W)     SCALED    
 OP0116* NAVD 88     -       344.577  (meters)    1130.50   (feet)  ADJUSTED  
 OP0116  ___________________________________________________________________
 OP0116  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 OP0116  DYNAMIC HT  -         344.501 (meters)    1130.25  (feet)  COMP
 OP0116  MODELED GRAV-     980,388.1   (mgal)                       NAVD 88
 OP0116
 OP0116  VERT ORDER  -  FIRST     CLASS II
 OP0116
 OP0116.The horizontal coordinates were scaled from a topographic map and have
 OP0116.an estimated accuracy of +/- 6 seconds.
 OP0116
 OP0116.The orthometric height was determined by differential leveling
 OP0116.and adjusted by the National Geodetic Survey in June 1991..
 OP0116
 OP0116.The geoid height was determined by GEOID03.
 OP0116
 OP0116.The dynamic height is computed by dividing the NAVD 88
 OP0116.geopotential number by the normal gravity value computed on the
 OP0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0116.degrees latitude (g = 980.6199 gals.).
 OP0116
 OP0116.The modeled gravity was interpolated from observed gravity values.
 OP0116
 OP0116;                    North         East    Units  Estimated Accuracy
 OP0116;SPC IA N     - 1,216,220.    1,448,330.      MT  (+/- 180 meters Scaled)
 OP0116
 OP0116                          SUPERSEDED SURVEY CONTROL
 OP0116
 OP0116  NGVD 29 (??/??/92)  344.533  (m)         1130.36   (f) ADJ UNCH    1 2
 OP0116
 OP0116.Superseded values are not recommended for survey control.
 OP0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0116.See file dsdata.txt to determine how the superseded data were derived.
 OP0116
 OP0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ078108(NAD 83)
 OP0116_MARKER: DB = BENCH MARK DISK
 OP0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0116_STAMPING: 1130.355 B 1 1930
 OP0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0116+STABILITY: SURFACE MOTION
 OP0116
 OP0116  HISTORY     - Date     Condition        Report By
 OP0116  HISTORY     - 1930     MONUMENTED       CGS
 OP0116  HISTORY     - 1934     GOOD             NGS
 OP0116  HISTORY     - 1972     MARK NOT FOUND   USGS
 OP0116
 OP0116                          STATION DESCRIPTION
 OP0116
 OP0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0116'1.5 MI N FROM LEDYARD.
 OP0116'1.5 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, FROM
 OP0116'LEDYARD, KOSSUTH COUNTY, 100 FEET SOUTH OF BRIDGE 869, 40 FEET NORTH
 OP0116'OF A ROAD CROSSING, 48 FEET EAST OF THE TRACK, AND AT A FENCE CORNER.
 OP0116'A STANDARD DISK, STAMPED 1130.355 B 1 1930 AND SET IN THE TOP OF A
 OP0116'CONCRETE POST.
 OP0116
 OP0116                          STATION RECOVERY (1972)
 OP0116
 OP0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0188 ***********************************************************************
 MH0188  DESIGNATION -  B 10
 MH0188  PID         -  MH0188
 MH0188  STATE/COUNTY-  IA/JASPER
 MH0188  USGS QUAD   -  COLFAX (1965)
 MH0188
 MH0188                         *CURRENT SURVEY CONTROL
 MH0188  ___________________________________________________________________
 MH0188* NAD 83(1986)-  41 40 23.     (N)    093 14 41.     (W)     SCALED    
 MH0188* NAVD 88     -       261.051  (meters)     856.46   (feet)  ADJUSTED  
 MH0188  ___________________________________________________________________
 MH0188  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 MH0188  DYNAMIC HT  -         260.943 (meters)     856.11  (feet)  COMP
 MH0188  MODELED GRAV-     980,200.4   (mgal)                       NAVD 88
 MH0188
 MH0188  VERT ORDER  -  FIRST     CLASS II
 MH0188
 MH0188.The horizontal coordinates were scaled from a topographic map and have
 MH0188.an estimated accuracy of +/- 6 seconds.
 MH0188
 MH0188.The orthometric height was determined by differential leveling
 MH0188.and adjusted by the National Geodetic Survey in June 1991..
 MH0188
 MH0188.The geoid height was determined by GEOID03.
 MH0188
 MH0188.The dynamic height is computed by dividing the NAVD 88
 MH0188.geopotential number by the normal gravity value computed on the
 MH0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0188.degrees latitude (g = 980.6199 gals.).
 MH0188
 MH0188.The modeled gravity was interpolated from observed gravity values.
 MH0188
 MH0188;                    North         East    Units  Estimated Accuracy
 MH0188;SPC IA S     -   185,830.      521,260.      MT  (+/- 180 meters Scaled)
 MH0188
 MH0188                          SUPERSEDED SURVEY CONTROL
 MH0188
 MH0188  NGVD 29 (??/??/92)  261.018  (m)          856.36   (f) ADJ UNCH    1 2
 MH0188
 MH0188.Superseded values are not recommended for survey control.
 MH0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0188.See file dsdata.txt to determine how the superseded data were derived.
 MH0188
 MH0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG796135(NAD 83)
 MH0188_MARKER: DB = BENCH MARK DISK
 MH0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0188_STAMPING: B 10 1933
 MH0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0188+STABILITY: SURFACE MOTION
 MH0188
 MH0188  HISTORY     - Date     Condition        Report By
 MH0188  HISTORY     - 1933     MONUMENTED       CGS
 MH0188  HISTORY     - 1934     GOOD             NGS
 MH0188
 MH0188                          STATION DESCRIPTION
 MH0188
 MH0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0188'AT COLFAX.
 MH0188'AT COLFAX, JASPER COUNTY, 235 FEET EAST OF THE INTERSECTION OF
 MH0188'U.S. HIGHWAY 6 AND SOUTH WALNUT STREET, 110 FEET EAST OF THE
 MH0188'EAST GASOLINE PUMP AT THE SKELLY OIL STATION, 88 FEET SOUTHWEST
 MH0188'OF AN 18-INCH ELM TREE, AND 26 FEET SOUTH OF THE CENTERLINE OF
 MH0188'THE HIGHWAY.  A STANDARD DISK, STAMPED B 10 1933 AND SET IN THE
 MH0188'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0216 ***********************************************************************
 MJ0216  DESIGNATION -  B 100
 MJ0216  PID         -  MJ0216
 MJ0216  STATE/COUNTY-  IA/AUDUBON
 MJ0216  USGS QUAD   -  AUDUBON (1983)
 MJ0216
 MJ0216                         *CURRENT SURVEY CONTROL
 MJ0216  ___________________________________________________________________
 MJ0216* NAD 83(1986)-  41 41 43.     (N)    094 55 07.     (W)     SCALED    
 MJ0216* NAVD 88     -       391.455  (meters)    1284.30   (feet)  ADJUSTED  
 MJ0216  ___________________________________________________________________
 MJ0216  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 MJ0216  DYNAMIC HT  -         391.303 (meters)    1283.80  (feet)  COMP
 MJ0216  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 MJ0216
 MJ0216  VERT ORDER  -  SECOND    CLASS 0
 MJ0216
 MJ0216.The horizontal coordinates were scaled from a topographic map and have
 MJ0216.an estimated accuracy of +/- 6 seconds.
 MJ0216
 MJ0216.The orthometric height was determined by differential leveling
 MJ0216.and adjusted by the National Geodetic Survey in June 1991..
 MJ0216
 MJ0216.The geoid height was determined by GEOID03.
 MJ0216
 MJ0216.The dynamic height is computed by dividing the NAVD 88
 MJ0216.geopotential number by the normal gravity value computed on the
 MJ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0216.degrees latitude (g = 980.6199 gals.).
 MJ0216
 MJ0216.The modeled gravity was interpolated from observed gravity values.
 MJ0216
 MJ0216;                    North         East    Units  Estimated Accuracy
 MJ0216;SPC IA S     -   189,230.      381,920.      MT  (+/- 180 meters Scaled)
 MJ0216
 MJ0216                          SUPERSEDED SURVEY CONTROL
 MJ0216
 MJ0216  NGVD 29 (??/??/92)  391.375  (m)         1284.04   (f) ADJ UNCH    2 0
 MJ0216
 MJ0216.Superseded values are not recommended for survey control.
 MJ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0216.See file dsdata.txt to determine how the superseded data were derived.
 MJ0216
 MJ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG403177(NAD 83)
 MJ0216_MARKER: DB = BENCH MARK DISK
 MJ0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0216_SP_SET: CULVERT
 MJ0216_STAMPING: B 100 1935
 MJ0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0216
 MJ0216  HISTORY     - Date     Condition        Report By
 MJ0216  HISTORY     - 1935     MONUMENTED       CGS
 MJ0216  HISTORY     - 1982     GOOD             NGS
 MJ0216  HISTORY     - 20040329 MARK NOT FOUND   JCLS
 MJ0216
 MJ0216                          STATION DESCRIPTION
 MJ0216
 MJ0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0216'1.9 MI S FROM AUDUBON.
 MJ0216'1.9 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 MJ0216'FROM THE STATION AT AUDUBON, AUDUBON COUNTY, MIDWAY BETWEEN POLES
 MJ0216'463+09 AND 463+10, 48 FEET WEST OF THE CENTERLINE OF THE TRACK,
 MJ0216'AT A 4-BY 8-FOOT CONCRETE-BOX CULVERT UNDER U.S. HIGHWAY 71, IN
 MJ0216'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL,
 MJ0216'26 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 33 FEET SOUTH OF
 MJ0216'THE CENTERLINE OF A ROAD LEADING WEST INTO THE AUDUBON COUNTY
 MJ0216'HOME, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED B 100 1935.
 MJ0216
 MJ0216                          STATION RECOVERY (1982)
 MJ0216
 MJ0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MJ0216'3.06 KM (1.9 MI) SOUTH ALONG U.S. HIGHWAY 71, FROM THE JUNCTION WITH
 MJ0216'MAIN STREET IN AUDUBON, TO THE MARK ON THE LEFT, AT A GRAVELED
 MJ0216'CROSSROAD, 14.6 M (48 FT) WEST OF THE CENTERLINE OF A RAILROAD TRACK,
 MJ0216'10.0 M (33 FT) SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 7.9 M
 MJ0216'(26 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND IN THE NORTHEAST
 MJ0216'CORNER OF THE EAST HEADWALL OF A CULVERT UNDER THE HIGHWAY.
 MJ0216
 MJ0216                          STATION RECOVERY (2004)
 MJ0216
 MJ0216'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 MJ0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1461 ***********************************************************************
 MJ1461  DESIGNATION -  B 101 RESET
 MJ1461  PID         -  MJ1461
 MJ1461  STATE/COUNTY-  IA/GUTHRIE
 MJ1461  USGS QUAD   -  NORTH BRANCH (1971)
 MJ1461
 MJ1461                         *CURRENT SURVEY CONTROL
 MJ1461  ___________________________________________________________________
 MJ1461* NAD 83(1986)-  41 40 28.     (N)    094 39 49.     (W)     SCALED    
 MJ1461* NAVD 88     -       412.90   (meters)    1354.7    (feet)  RESET     
 MJ1461  ___________________________________________________________________
 MJ1461  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 MJ1461
 MJ1461  VERT ORDER  -  THIRD
 MJ1461
 MJ1461.The horizontal coordinates were scaled from a topographic map and have
 MJ1461.an estimated accuracy of +/- 6 seconds.
 MJ1461
 MJ1461.The orthometric height was computed from unverified reset data.
 MJ1461
 MJ1461.The geoid height was determined by GEOID03.
 MJ1461
 MJ1461;                    North         East    Units  Estimated Accuracy
 MJ1461;SPC IA S     -   186,600.      403,110.      MT  (+/- 180 meters Scaled)
 MJ1461
 MJ1461                          SUPERSEDED SURVEY CONTROL
 MJ1461
 MJ1461  NGVD 29 (05/12/04)  412.84   (m)         1354.5    (f) RESET       3  
 MJ1461
 MJ1461.Superseded values are not recommended for survey control.
 MJ1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1461.See file dsdata.txt to determine how the superseded data were derived.
 MJ1461
 MJ1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG615149(NAD 83)
 MJ1461_MARKER: DB = BENCH MARK DISK
 MJ1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1461_SP_SET: CONCRETE POST
 MJ1461_STAMPING: B 101 RESET 1977
 MJ1461_MARK LOGO: NGS   
 MJ1461_PROJECTION: FLUSH
 MJ1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1461+STABILITY: SURFACE MOTION
 MJ1461
 MJ1461  HISTORY     - Date     Condition        Report By
 MJ1461  HISTORY     - 1977     MONUMENTED       IAHD
 MJ1461
 MJ1461                          STATION DESCRIPTION
 MJ1461
 MJ1461'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1977
 MJ1461'14.0 KM (8.70 MI) WEST FROM GUTHRIE CENTER.
 MJ1461'14.00 KM (8.70 MI) WEST ALONG STATE HIGHWAY 44, FROM THE JUNCTION WITH
 MJ1461'STATE HIGHWAY 25 IN GUTHRIE CENTER, 57.9 M (190.0 FT) NORTH FROM THE
 MJ1461'CENTERLINE OF THE HIGHWAY, 45.87 M (150.5 FT) EAST OF THE CENTER OF A
 MJ1461'GATE, 0.30 M (1.0 FT) SOUTH OF A FENCE.
 MJ1461'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MJ1461'THE MARK IS 3.7 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0040 ***********************************************************************
 LF0040  DESIGNATION -  B 105
 LF0040  PID         -  LF0040
 LF0040  STATE/COUNTY-  IA/RINGGOLD
 LF0040  USGS QUAD   -  TINGLEY (1981)
 LF0040
 LF0040                         *CURRENT SURVEY CONTROL
 LF0040  ___________________________________________________________________
 LF0040* NAD 83(1986)-  40 48 14.     (N)    094 13 25.     (W)     SCALED    
 LF0040* NAVD 88     -       373.545  (meters)    1225.54   (feet)  ADJUSTED  
 LF0040  ___________________________________________________________________
 LF0040  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LF0040  DYNAMIC HT  -         373.358 (meters)    1224.93  (feet)  COMP
 LF0040  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 LF0040
 LF0040  VERT ORDER  -  SECOND    CLASS 0
 LF0040
 LF0040.The horizontal coordinates were scaled from a topographic map and have
 LF0040.an estimated accuracy of +/- 6 seconds.
 LF0040
 LF0040.The orthometric height was determined by differential leveling
 LF0040.and adjusted by the National Geodetic Survey in June 1991..
 LF0040
 LF0040.The geoid height was determined by GEOID03.
 LF0040
 LF0040.The dynamic height is computed by dividing the NAVD 88
 LF0040.geopotential number by the normal gravity value computed on the
 LF0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0040.degrees latitude (g = 980.6199 gals.).
 LF0040
 LF0040.The modeled gravity was interpolated from observed gravity values.
 LF0040
 LF0040;                    North         East    Units  Estimated Accuracy
 LF0040;SPC IA S     -    89,520.      438,940.      MT  (+/- 180 meters Scaled)
 LF0040
 LF0040                          SUPERSEDED SURVEY CONTROL
 LF0040
 LF0040  NGVD 29 (??/??/92)  373.441  (m)         1225.20   (f) ADJ UNCH    2 0
 LF0040
 LF0040.Superseded values are not recommended for survey control.
 LF0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0040.See file dsdata.txt to determine how the superseded data were derived.
 LF0040
 LF0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF967177(NAD 83)
 LF0040_MARKER: DB = BENCH MARK DISK
 LF0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0040_SP_SET: CULVERT
 LF0040_STAMPING: B 105 1935
 LF0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0040
 LF0040  HISTORY     - Date     Condition        Report By
 LF0040  HISTORY     - 1935     MONUMENTED       CGS
 LF0040  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0040
 LF0040                          STATION DESCRIPTION
 LF0040
 LF0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0040'6.6 MI N FROM MOUNT AYR.
 LF0040'6.6 MILES NORTH ALONG U.S. HIGHWAY 169 FROM THE CHICAGO,
 LF0040'BURLINGTON AND QUINCY RAILROAD STATION AT MOUNT AYR, RINGGOLD
 LF0040'COUNTY, AT A 2- BY 2-FOOT CONCRETE-BOX CULVERT, IN THE TOP OF
 LF0040'THE NORTH END OF THE EAST HEADWALL, 18 FEET EAST OF THE
 LF0040'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A
 LF0040'STANDARD DISK, STAMPED B 105 1935.
 LF0040
 LF0040                          STATION RECOVERY (1977)
 LF0040
 LF0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0001 ***********************************************************************
 LF0001  DESIGNATION -  B 106
 LF0001  PID         -  LF0001
 LF0001  STATE/COUNTY-  IA/RINGGOLD
 LF0001  USGS QUAD   -  DIAGONAL (1981)
 LF0001
 LF0001                         *CURRENT SURVEY CONTROL
 LF0001  ___________________________________________________________________
 LF0001* NAD 83(1986)-  40 48 15.     (N)    094 20 36.     (W)     SCALED    
 LF0001* NAVD 88     -       336.602  (meters)    1104.34   (feet)  ADJUSTED  
 LF0001  ___________________________________________________________________
 LF0001  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 LF0001  DYNAMIC HT  -         336.432 (meters)    1103.78  (feet)  COMP
 LF0001  MODELED GRAV-     980,110.3   (mgal)                       NAVD 88
 LF0001
 LF0001  VERT ORDER  -  SECOND    CLASS 0
 LF0001
 LF0001.The horizontal coordinates were scaled from a topographic map and have
 LF0001.an estimated accuracy of +/- 6 seconds.
 LF0001
 LF0001.The orthometric height was determined by differential leveling
 LF0001.and adjusted by the National Geodetic Survey in June 1991..
 LF0001
 LF0001.The geoid height was determined by GEOID03.
 LF0001
 LF0001.The dynamic height is computed by dividing the NAVD 88
 LF0001.geopotential number by the normal gravity value computed on the
 LF0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0001.degrees latitude (g = 980.6199 gals.).
 LF0001
 LF0001.The modeled gravity was interpolated from observed gravity values.
 LF0001
 LF0001;                    North         East    Units  Estimated Accuracy
 LF0001;SPC IA S     -    89,650.      428,840.      MT  (+/- 180 meters Scaled)
 LF0001
 LF0001                          SUPERSEDED SURVEY CONTROL
 LF0001
 LF0001  NGVD 29 (??/??/92)  336.485  (m)         1103.95   (f) ADJ UNCH    2 0
 LF0001
 LF0001.Superseded values are not recommended for survey control.
 LF0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0001.See file dsdata.txt to determine how the superseded data were derived.
 LF0001
 LF0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF866178(NAD 83)
 LF0001_MARKER: DB = BENCH MARK DISK
 LF0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0001_STAMPING: B 106 1935
 LF0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0001+STABILITY: SURFACE MOTION
 LF0001
 LF0001  HISTORY     - Date     Condition        Report By
 LF0001  HISTORY     - 1935     MONUMENTED       CGS
 LF0001  HISTORY     - 1982     POOR             LOCENG
 LF0001  HISTORY     - 1984     GOOD             LOCENG
 LF0001
 LF0001                          STATION DESCRIPTION
 LF0001
 LF0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0001'AT DIAGONAL.
 LF0001'AT DIAGONAL, RINGGOLD COUNTY, ON THE CHICAGO, BURLINGTON AND
 LF0001'QUINCY RAILROAD, 6 POLES WEST OF THE STATION, AT MILEPOST 182,
 LF0001'AT A PRIVATE ROAD CROSSING, 36 FEET NORTH OF THE CENTERLINE OF
 LF0001'THE TRACK, 3 (30) FEET WEST OF THE CENTERLINE OF THE ROAD, 5
 LF0001'FEET SOUTH OF A POLE, AND LEVEL WITH THE TRACK.  A STANDARD
 LF0001'DISK, STAMPED B 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0001
 LF0001                          STATION RECOVERY (1982)
 LF0001
 LF0001'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 LF0001'THE MARK HAS BEEN HIT. ALSO GROUND IS WASHING AWAY FROM BASE.
 LF0001
 LF0001                          STATION RECOVERY (1984)
 LF0001
 LF0001'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 LF0001'TRACKS ARE GONE, BUT MONUMENT IS STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0215 ***********************************************************************
 LF0215  DESIGNATION -  B 107
 LF0215  PID         -  LF0215
 LF0215  STATE/COUNTY-  IA/PAGE
 LF0215  USGS QUAD   -  CLARINDA SOUTH (1981)
 LF0215
 LF0215                         *CURRENT SURVEY CONTROL
 LF0215  ___________________________________________________________________
 LF0215* NAD 83(1986)-  40 44 58.     (N)    095 04 47.     (W)     SCALED    
 LF0215* NAVD 88     -       365.245  (meters)    1198.31   (feet)  ADJUSTED  
 LF0215  ___________________________________________________________________
 LF0215  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 LF0215  DYNAMIC HT  -         365.052 (meters)    1197.67  (feet)  COMP
 LF0215  MODELED GRAV-     980,087.4   (mgal)                       NAVD 88
 LF0215
 LF0215  VERT ORDER  -  SECOND    CLASS 0
 LF0215
 LF0215.The horizontal coordinates were scaled from a topographic map and have
 LF0215.an estimated accuracy of +/- 6 seconds.
 LF0215
 LF0215.The orthometric height was determined by differential leveling
 LF0215.and adjusted by the National Geodetic Survey in June 1991..
 LF0215
 LF0215.The geoid height was determined by GEOID03.
 LF0215
 LF0215.The dynamic height is computed by dividing the NAVD 88
 LF0215.geopotential number by the normal gravity value computed on the
 LF0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0215.degrees latitude (g = 980.6199 gals.).
 LF0215
 LF0215.The modeled gravity was interpolated from observed gravity values.
 LF0215
 LF0215;                    North         East    Units  Estimated Accuracy
 LF0215;SPC IA S     -    84,440.      366,600.      MT  (+/- 180 meters Scaled)
 LF0215
 LF0215                          SUPERSEDED SURVEY CONTROL
 LF0215
 LF0215  NGVD 29 (??/??/92)  365.126  (m)         1197.92   (f) ADJ UNCH    2 0
 LF0215
 LF0215.Superseded values are not recommended for survey control.
 LF0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0215.See file dsdata.txt to determine how the superseded data were derived.
 LF0215
 LF0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF244130(NAD 83)
 LF0215_MARKER: DB = BENCH MARK DISK
 LF0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0215_STAMPING: B 107 1935
 LF0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0215+STABILITY: SURFACE MOTION
 LF0215
 LF0215  HISTORY     - Date     Condition        Report By
 LF0215  HISTORY     - 1935     MONUMENTED       CGS
 LF0215  HISTORY     - 1974     MARK NOT FOUND   DOD
 LF0215
 LF0215                          STATION DESCRIPTION
 LF0215
 LF0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0215'3.3 MI NW FROM CLARINDA.
 LF0215'3.3 MILES NORTHWEST ALONG THE ABANDONED CHICAGO, BURLINGTON AND
 LF0215'QUINCY RAILROAD FROM THE STATION AT CLARINDA, PAGE COUNTY, 3
 LF0215'POLES EAST OF A ROAD CROSSING, 27 FEET SOUTH OF THE CENTERLINE
 LF0215'OF THE OLD ROADBED, 33 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND
 LF0215'LEVEL WITH THE OLD ROADBED.  A STANDARD DISK, STAMPED B 107 1935
 LF0215'AND SET IN THE TOP OF A CONCRETE POST.
 LF0215
 LF0215                          STATION RECOVERY (1974)
 LF0215
 LF0215'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974
 LF0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0294 ***********************************************************************
 LF0294  DESIGNATION -  B 108
 LF0294  PID         -  LF0294
 LF0294  STATE/COUNTY-  IA/PAGE
 LF0294  USGS QUAD   -  STANTON (1978)
 LF0294
 LF0294                         *CURRENT SURVEY CONTROL
 LF0294  ___________________________________________________________________
 LF0294* NAD 83(1986)-  40 54 01.     (N)    095 00 34.     (W)     SCALED    
 LF0294* NAVD 88     -       311.522  (meters)    1022.05   (feet)  ADJUSTED  
 LF0294  ___________________________________________________________________
 LF0294  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LF0294  DYNAMIC HT  -         311.357 (meters)    1021.51  (feet)  COMP
 LF0294  MODELED GRAV-     980,089.6   (mgal)                       NAVD 88
 LF0294
 LF0294  VERT ORDER  -  SECOND    CLASS 0
 LF0294
 LF0294.The horizontal coordinates were scaled from a topographic map and have
 LF0294.an estimated accuracy of +/- 6 seconds.
 LF0294
 LF0294.The orthometric height was determined by differential leveling
 LF0294.and adjusted by the National Geodetic Survey in June 1991..
 LF0294
 LF0294.The geoid height was determined by GEOID03.
 LF0294
 LF0294.The dynamic height is computed by dividing the NAVD 88
 LF0294.geopotential number by the normal gravity value computed on the
 LF0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0294.degrees latitude (g = 980.6199 gals.).
 LF0294
 LF0294.The modeled gravity was interpolated from observed gravity values.
 LF0294
 LF0294;                    North         East    Units  Estimated Accuracy
 LF0294;SPC IA S     -   101,080.      372,820.      MT  (+/- 180 meters Scaled)
 LF0294
 LF0294                          SUPERSEDED SURVEY CONTROL
 LF0294
 LF0294  NGVD 29 (??/??/92)  311.410  (m)         1021.68   (f) ADJ UNCH    2 0
 LF0294
 LF0294.Superseded values are not recommended for survey control.
 LF0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0294.See file dsdata.txt to determine how the superseded data were derived.
 LF0294
 LF0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF307296(NAD 83)
 LF0294_MARKER: DB = BENCH MARK DISK
 LF0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0294_STAMPING: B 108 1935
 LF0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0294+STABILITY: SURFACE MOTION
 LF0294
 LF0294  HISTORY     - Date     Condition        Report By
 LF0294  HISTORY     - 1935     MONUMENTED       CGS
 LF0294  HISTORY     - 1975     POOR             SCS
 LF0294  HISTORY     - 1976     POOR             USGS
 LF0294
 LF0294                          STATION DESCRIPTION
 LF0294
 LF0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0294'3.6 MI N FROM HEPBURN.
 LF0294'3.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0294'FROM THE STATION AT HEPBURN, PAGE COUNTY, AT POLE 64+04, AT A
 LF0294'ROAD CROSSING, 115 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 LF0294'36 FEET EAST OF THE CENTERLINE OF THE TRACK, 15 FEET WEST OF
 LF0294'A FENCE LINE, 6 FEET SOUTHWEST OF A POLE, AND 3 FEET LOWER
 LF0294'THAN THE TRACK.  A STANDARD DISK, STAMPED B 108 1935 AND SET
 LF0294'IN THE TOP OF A CONCRETE POST.
 LF0294
 LF0294                          STATION RECOVERY (1975)
 LF0294
 LF0294'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1975
 LF0294'MARK RECOVERED IN POOR CONDITION.
 LF0294
 LF0294                          STATION RECOVERY (1976)
 LF0294
 LF0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0294'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0190 ***********************************************************************
 MJ0190  DESIGNATION -  B 109
 MJ0190  PID         -  MJ0190
 MJ0190  STATE/COUNTY-  IA/ADAMS
 MJ0190  USGS QUAD   -  CORNING NORTH (1980)
 MJ0190
 MJ0190                         *CURRENT SURVEY CONTROL
 MJ0190  ___________________________________________________________________
 MJ0190* NAD 83(1986)-  41 00 24.     (N)    094 40 31.     (W)     SCALED    
 MJ0190* NAVD 88     -       347.121  (meters)    1138.85   (feet)  ADJUSTED  
 MJ0190  ___________________________________________________________________
 MJ0190  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 MJ0190  DYNAMIC HT  -         346.944 (meters)    1138.27  (feet)  COMP
 MJ0190  MODELED GRAV-     980,104.3   (mgal)                       NAVD 88
 MJ0190
 MJ0190  VERT ORDER  -  SECOND    CLASS 0
 MJ0190
 MJ0190.The horizontal coordinates were scaled from a topographic map and have
 MJ0190.an estimated accuracy of +/- 6 seconds.
 MJ0190
 MJ0190.The orthometric height was determined by differential leveling
 MJ0190.and adjusted by the National Geodetic Survey in June 1991..
 MJ0190
 MJ0190.The geoid height was determined by GEOID03.
 MJ0190
 MJ0190.The dynamic height is computed by dividing the NAVD 88
 MJ0190.geopotential number by the normal gravity value computed on the
 MJ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0190.degrees latitude (g = 980.6199 gals.).
 MJ0190
 MJ0190.The modeled gravity was interpolated from observed gravity values.
 MJ0190
 MJ0190;                    North         East    Units  Estimated Accuracy
 MJ0190;SPC IA S     -   112,460.      401,140.      MT  (+/- 180 meters Scaled)
 MJ0190
 MJ0190                          SUPERSEDED SURVEY CONTROL
 MJ0190
 MJ0190  NGVD 29 (??/??/92)  347.001  (m)         1138.45   (f) ADJ UNCH    2 0
 MJ0190
 MJ0190.Superseded values are not recommended for survey control.
 MJ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0190.See file dsdata.txt to determine how the superseded data were derived.
 MJ0190
 MJ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF591408(NAD 83)
 MJ0190_MARKER: DB = BENCH MARK DISK
 MJ0190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0190_SP_SET: BRIDGE
 MJ0190_STAMPING: B 109 1935
 MJ0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0190
 MJ0190  HISTORY     - Date     Condition        Report By
 MJ0190  HISTORY     - 1935     MONUMENTED       CGS
 MJ0190
 MJ0190                          STATION DESCRIPTION
 MJ0190
 MJ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0190'3.4 MI E FROM CORNING.
 MJ0190'3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0190'FROM THE STATION AT CORNING, ADAMS COUNTY, AT BRIDGE 410.43,
 MJ0190'IN THE CENTER OF THE TOP OF THE SECOND TIER OF THE EAST CONCRETE
 MJ0190'ABUTMENT, 9 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND 1.5
 MJ0190'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0110 ***********************************************************************
 NK0110  DESIGNATION -  B 11
 NK0110  PID         -  NK0110
 NK0110  STATE/COUNTY-  IA/TAMA
 NK0110  USGS QUAD   -  GLADBROOK (1971)
 NK0110
 NK0110                         *CURRENT SURVEY CONTROL
 NK0110  ___________________________________________________________________
 NK0110* NAD 83(1986)-  42 13 30.     (N)    092 41 50.     (W)     SCALED    
 NK0110* NAVD 88     -       317.441  (meters)    1041.47   (feet)  ADJUSTED  
 NK0110  ___________________________________________________________________
 NK0110  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 NK0110  DYNAMIC HT  -         317.321 (meters)    1041.08  (feet)  COMP
 NK0110  MODELED GRAV-     980,236.6   (mgal)                       NAVD 88
 NK0110
 NK0110  VERT ORDER  -  FIRST     CLASS II
 NK0110
 NK0110.The horizontal coordinates were scaled from a topographic map and have
 NK0110.an estimated accuracy of +/- 6 seconds.
 NK0110
 NK0110.The orthometric height was determined by differential leveling
 NK0110.and adjusted by the National Geodetic Survey in June 1991..
 NK0110
 NK0110.The geoid height was determined by GEOID03.
 NK0110
 NK0110.The dynamic height is computed by dividing the NAVD 88
 NK0110.geopotential number by the normal gravity value computed on the
 NK0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0110.degrees latitude (g = 980.6199 gals.).
 NK0110
 NK0110.The modeled gravity was interpolated from observed gravity values.
 NK0110
 NK0110;                    North         East    Units  Estimated Accuracy
 NK0110;SPC IA N     - 1,080,850.    1,566,270.      MT  (+/- 180 meters Scaled)
 NK0110
 NK0110                          SUPERSEDED SURVEY CONTROL
 NK0110
 NK0110  NGVD 29 (??/??/92)  317.423  (m)         1041.41   (f) ADJ UNCH    1 2
 NK0110
 NK0110.Superseded values are not recommended for survey control.
 NK0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0110.See file dsdata.txt to determine how the superseded data were derived.
 NK0110
 NK0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG249748(NAD 83)
 NK0110_MARKER: DB = BENCH MARK DISK
 NK0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0110_STAMPING: B 11 1933
 NK0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0110+STABILITY: SURFACE MOTION
 NK0110
 NK0110  HISTORY     - Date     Condition        Report By
 NK0110  HISTORY     - 1933     MONUMENTED       CGS
 NK0110  HISTORY     - 1934     GOOD             NGS
 NK0110
 NK0110                          STATION DESCRIPTION
 NK0110
 NK0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0110'2.7 MI S FROM LINCOLN.
 NK0110'2.7 MILES SOUTH ALONG THE CHICAGO, GREAT WESTERN RAILROAD FROM
 NK0110'THE STATION AT LINCOLN, TAMA COUNTY, AT POLE 300+3, 35 FEET
 NK0110'NORTH OF THE CENTER OF A COUNTY ROAD CROSSING, AND 32-1/2 FEET
 NK0110'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 NK0110'B 11 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0265 ***********************************************************************
 MH0265  DESIGNATION -  B 110
 MH0265  PID         -  MH0265
 MH0265  STATE/COUNTY-  IA/CLARKE
 MH0265  USGS QUAD   -  MURRAY (1983)
 MH0265
 MH0265                         *CURRENT SURVEY CONTROL
 MH0265  ___________________________________________________________________
 MH0265* NAD 83(1996)-  41 02 32.40543(N)    093 57 02.08524(W)     ADJUSTED  
 MH0265* NAVD 88     -       371.986  (meters)    1220.42   (feet)  ADJUSTED  
 MH0265  ___________________________________________________________________
 MH0265  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 MH0265  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 MH0265  DYNAMIC HT  -         371.806 (meters)    1219.83  (feet)  COMP
 MH0265  MODELED GRAV-     980,130.0   (mgal)                       NAVD 88
 MH0265
 MH0265  HORZ ORDER  -  SECOND
 MH0265  VERT ORDER  -  SECOND    CLASS 0
 MH0265
 MH0265.The horizontal coordinates were established by classical geodetic methods
 MH0265.and adjusted by the National Geodetic Survey in May 1999..
 MH0265
 MH0265.The orthometric height was determined by differential leveling
 MH0265.and adjusted by the National Geodetic Survey in June 1991..
 MH0265
 MH0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0265
 MH0265.The geoid height was determined by GEOID03.
 MH0265
 MH0265.The dynamic height is computed by dividing the NAVD 88
 MH0265.geopotential number by the normal gravity value computed on the
 MH0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0265.degrees latitude (g = 980.6199 gals.).
 MH0265
 MH0265.The modeled gravity was interpolated from observed gravity values.
 MH0265
 MH0265;                    North         East     Units Scale Factor Converg.
 MH0265;SPC IA S     -   115,847.531   462,116.681   MT  0.99995218   -0 17 48.5
 MH0265;UTM  15      - 4,543,891.845   420,105.493   MT  0.99967856   -0 37 27.1
 MH0265
 MH0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0265!SPC IA S     -   0.99994653  x   0.99995218  =   0.99989871
 MH0265!UTM  15      -   0.99994653  x   0.99967856  =   0.99962510
 MH0265
 MH0265                          SUPERSEDED SURVEY CONTROL
 MH0265
 MH0265  NAD 83(1986)-  41 02 32.40768(N)    093 57 02.09961(W) AD(       ) 2
 MH0265  NAD 27      -  41 02 32.43270(N)    093 57 01.28910(W) AD(       ) 2
 MH0265  NGVD 29 (??/??/92)  371.886  (m)         1220.10   (f) ADJ UNCH    2 0
 MH0265
 MH0265.Superseded values are not recommended for survey control.
 MH0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0265.See file dsdata.txt to determine how the superseded data were derived.
 MH0265
 MH0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF2010543892(NAD 83)
 MH0265_MARKER: DB = BENCH MARK DISK
 MH0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0265_STAMPING: B 110 1935
 MH0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0265+STABILITY: SURFACE MOTION
 MH0265
 MH0265  HISTORY     - Date     Condition        Report By
 MH0265  HISTORY     - 1935     MONUMENTED       CGS
 MH0265  HISTORY     - 1958     GOOD             CGS
 MH0265  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 MH0265
 MH0265                          STATION DESCRIPTION
 MH0265
 MH0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0265'AT MURRAY.
 MH0265'AT MURRAY, CLARKE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MH0265'RAILROAD, ONE BLOCK WEST OF THE STATION, AT THE NORTHWEST CORNER
 MH0265'OF THE RAILROAD PARK, AT A STREET CROSSING, 45 FEET EAST OF THE
 MH0265'CENTERLINE OF THE STREET, AND 15 FEET SOUTH OF THE CENTERLINE
 MH0265'OF THE SOUTH TRACK.  A STANDARD DISK, STAMPED B 110 1935 AND SET
 MH0265'IN THE TOP OF A CONCRETE POST.
 MH0265
 MH0265                          STATION RECOVERY (1958)
 MH0265
 MH0265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 MH0265'THE STATION IS IN THE TOWN OF MURRAY AND IS NEAR THE SOUTHWEST
 MH0265'CORNER OF A SMALL PARK FORMED BY MAPLE STREET, FIFTH STREET
 MH0265'AND THE RAILROAD TRACKS.  IT IS 143 FEET SOUTH OF THE SOUTH
 MH0265'RAIL OF THE RAILROAD TRACKS, 94 FEET NORTHEAST OF THE CENTER
 MH0265'OF THE INTERSECTION OF MAPLE STREET AND FIFTH STREET, 70 FEET
 MH0265'NORTH OF THE CENTERLINE OF FIFTH STREET, 64 FEET EAST OF THE
 MH0265'CENTERLINE OF MAPLE STREET AND 21 FEET NORTH OF THE NORTHEAST
 MH0265'CORNER OF A SMALL FRAME BUILDING.
 MH0265'
 MH0265'B.M. B110 IS 48 FEET EAST OF THE CENTERLINE OF MAPLE STREET, 27
 MH0265'FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 13 FEET SOUTH OF THE
 MH0265'SOUTH RAIL OF THE RAILROAD TRACKS AND 10 FEET EAST OF THE
 MH0265'EAST EDGE OF A SIDEWALK.  THE MONUMENT IS A 5 X 5 INCH CONCRETE
 MH0265'POST FLUSH WITH THE GROUND.  IT IS A STANDARD DISK SET IN
 MH0265'THE TOP OF THE CONCRETE MONUMENT AND IS STAMPED B110 1935.
 MH0265
 MH0265                          STATION RECOVERY (1977)
 MH0265
 MH0265'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 MH0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0138 ***********************************************************************
 MH0138  DESIGNATION -  B 112
 MH0138  PID         -  MH0138
 MH0138  STATE/COUNTY-  IA/MONROE
 MH0138  USGS QUAD   -  ALBIA (1982)
 MH0138
 MH0138                         *CURRENT SURVEY CONTROL
 MH0138  ___________________________________________________________________
 MH0138* NAD 83(1996)-  41 02 26.18629(N)    092 46 39.15570(W)     ADJUSTED  
 MH0138* NAVD 88     -       287.400  (meters)     942.91   (feet)  ADJUSTED  
 MH0138  ___________________________________________________________________
 MH0138  X           -    -233,463.497 (meters)                     COMP
 MH0138  Y           -  -4,812,163.766 (meters)                     COMP
 MH0138  Z           -   4,165,993.158 (meters)                     COMP
 MH0138  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 MH0138  ELLIP HEIGHT-         255.19  (meters)          (05/06/99) GPS OBS
 MH0138  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 MH0138  DYNAMIC HT  -         287.269 (meters)     942.48  (feet)  COMP
 MH0138  MODELED GRAV-     980,162.2   (mgal)                       NAVD 88
 MH0138
 MH0138  HORZ ORDER  -  THIRD
 MH0138  VERT ORDER  -  SECOND    CLASS 0
 MH0138  ELLP ORDER  -  FOURTH    CLASS I
 MH0138
 MH0138.The horizontal coordinates were established by GPS observations
 MH0138.and adjusted by the National Geodetic Survey in May 1999..
 MH0138
 MH0138.The orthometric height was determined by differential leveling
 MH0138.and adjusted by the National Geodetic Survey in June 1991..
 MH0138
 MH0138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0138
 MH0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0138
 MH0138.The ellipsoidal height was determined by GPS observations
 MH0138.and is referenced to NAD 83.
 MH0138
 MH0138.The geoid height was determined by GEOID03.
 MH0138
 MH0138.The dynamic height is computed by dividing the NAVD 88
 MH0138.geopotential number by the normal gravity value computed on the
 MH0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0138.degrees latitude (g = 980.6199 gals.).
 MH0138
 MH0138.The modeled gravity was interpolated from observed gravity values.
 MH0138
 MH0138;                    North         East     Units Scale Factor Converg.
 MH0138;SPC IA S     -   115,809.828   560,743.114   MT  0.99995226   +0 28 33.2
 MH0138;UTM  15      - 4,543,288.706   518,697.473   MT  0.99960430   +0 08 45.8
 MH0138
 MH0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0138!SPC IA S     -   0.99995997  x   0.99995226  =   0.99991223
 MH0138!UTM  15      -   0.99995997  x   0.99960430  =   0.99956429
 MH0138
 MH0138                          SUPERSEDED SURVEY CONTROL
 MH0138
 MH0138  NAD 83(1986)-  41 02 26.19357(N)    092 46 39.16825(W) AD(       ) 3
 MH0138  NGVD 29 (??/??/92)  287.378  (m)          942.84   (f) ADJ UNCH    2 0
 MH0138
 MH0138.Superseded values are not recommended for survey control.
 MH0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0138.See file dsdata.txt to determine how the superseded data were derived.
 MH0138
 MH0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF1869743289(NAD 83)
 MH0138_MARKER: DB = BENCH MARK DISK
 MH0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0138_SP_SET: SEMAPHORE
 MH0138_STAMPING: B 112 1935
 MH0138_MARK LOGO: CGS   
 MH0138_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0138+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1989
 MH0138
 MH0138  HISTORY     - Date     Condition        Report By
 MH0138  HISTORY     - 1935     MONUMENTED       CGS
 MH0138  HISTORY     - 19890812 POOR             NGS
 MH0138  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 MH0138
 MH0138                          STATION DESCRIPTION
 MH0138
 MH0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0138'AT MAXTON.
 MH0138'AT MAXON, MONROE COUNTY, 180 FEET NORTHEAST OF THE CENTER OF THE
 MH0138'CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AND THE
 MH0138'MINNEAPOLIS AND ST. LOUIS RAILWAY, 9 FEET SOUTHEAST OF THE CENTERLINE
 MH0138'OF THE MINNEAPOLIS AND ST. LOUIS RAILWAY TRACK, IN THE CENTER OF
 MH0138'THE TOP OF AN ABANDONED CONCRETE SEMAPHORE BASE, AND ABOUT 8
 MH0138'INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 112 1935.
 MH0138
 MH0138                          STATION RECOVERY (1989)
 MH0138
 MH0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MH0138'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) NORTHEAST OF ALBIA, AT
 MH0138'THE RAILROAD SIDING IN MAXON, ABOUT 40.0 M (131.2 FT) NORTHEAST OF THE
 MH0138'WOODEN SIGN MAXON AND BETWEEN THE MAIN TRACKS AND A SIDE TRACK IN TOP
 MH0138'OF AN ABANDONED AND CRUMBLING CONCRETE FOOTING.  OWNERSHIP--CHICAGO
 MH0138'AND NORTHWESTERN RAILROAD, 229 NORTH 3RD STREET, LAURENS, IA 50554,
 MH0138'PHONE 712-854-4582.
 MH0138'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 5 (NORTH MAIN
 MH0138'STREET) AND BENTON AVENUE AT THE NORTHEAST CORNER OF THE COURTHOUSE
 MH0138'SQUARE IN ALBIA, GO EAST ON BENTON AVENUE TO THE JUNCTION OF EIGHTH
 MH0138'STREET ON THE LEFT.  TURN LEFT, NORTH, ON EIGHTH STREET FOR 0.8 KM
 MH0138'(0.50 MI) TO THE JUNCTION OF G AVENUE ON THE RIGHT, JUST PAST A
 MH0138'RAILROAD CROSSING.  TURN RIGHT ON G AVENUE FOR 2.2 KM (1.35 MI) TO THE
 MH0138'JUNCTION OF A PRIVATE ROAD ON THE LEFT.  TURN LEFT, WEST, ON THE
 MH0138'PRIVATE ROAD, CROSS THE RAILROAD TRACKS AND TURN LEFT, SOUTH, ALONG
 MH0138'THE WEST SIDE OF THE TRACKS FOR 0.08 KM (0.05 MI) TO THE STATION ON
 MH0138'THE RIGHT.
 MH0138'THE STATION IS A STANDARD CGS BENCHMARK DISK BETWEEEN THE MAIN TRACKS
 MH0138'AND A SIDE TRACK.  LOCATED ABOUT 50.0 M (164.0 FT) NORTH OF THE
 MH0138'JUNCTION OF THE MAIN TRACKS AND SIDE TRACKS, 40.0 M (131.2 FT)
 MH0138'NORTH-NORTHEAST OF THE NORTH WOODEN POST SUPPORTING THE WOODEN SIGN
 MH0138'(MAXON), 11.9 M (39.0 FT) WEST OF THE WEST RAIL OF THE MAIN TRACKS,
 MH0138'2.2 M (7.2 FT) EAST OF THE EAST RAIL OF THE SIDE TRACKS AND 0.6 M
 MH0138'(2.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 MH0138'DESCRIBED BY M. L. MCCREADY.
 MH0138
 MH0138                          STATION RECOVERY (2000)
 MH0138
 MH0138'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MH0138'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0244 ***********************************************************************
 MH0244  DESIGNATION -  B 113
 MH0244  PID         -  MH0244
 MH0244  STATE/COUNTY-  IA/WARREN
 MH0244  USGS QUAD   -  BEECH (1965)
 MH0244
 MH0244                         *CURRENT SURVEY CONTROL
 MH0244  ___________________________________________________________________
 MH0244* NAD 83(1986)-  41 22 16.     (N)    093 20 46.     (W)     SCALED    
 MH0244* NAVD 88     -       266.635  (meters)     874.78   (feet)  ADJUSTED  
 MH0244  ___________________________________________________________________
 MH0244  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 MH0244  DYNAMIC HT  -         266.523 (meters)     874.42  (feet)  COMP
 MH0244  MODELED GRAV-     980,195.5   (mgal)                       NAVD 88
 MH0244
 MH0244  VERT ORDER  -  SECOND    CLASS 0
 MH0244
 MH0244.The horizontal coordinates were scaled from a topographic map and have
 MH0244.an estimated accuracy of +/- 6 seconds.
 MH0244
 MH0244.The orthometric height was determined by differential leveling
 MH0244.and adjusted by the National Geodetic Survey in June 1991..
 MH0244
 MH0244.The geoid height was determined by GEOID03.
 MH0244
 MH0244.The dynamic height is computed by dividing the NAVD 88
 MH0244.geopotential number by the normal gravity value computed on the
 MH0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0244.degrees latitude (g = 980.6199 gals.).
 MH0244
 MH0244.The modeled gravity was interpolated from observed gravity values.
 MH0244
 MH0244;                    North         East    Units  Estimated Accuracy
 MH0244;SPC IA S     -   152,270.      512,870.      MT  (+/- 180 meters Scaled)
 MH0244
 MH0244                          SUPERSEDED SURVEY CONTROL
 MH0244
 MH0244  NGVD 29 (??/??/92)  266.604  (m)          874.68   (f) ADJ UNCH    2 0
 MH0244
 MH0244.Superseded values are not recommended for survey control.
 MH0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0244.See file dsdata.txt to determine how the superseded data were derived.
 MH0244
 MH0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF710800(NAD 83)
 MH0244_MARKER: DB = BENCH MARK DISK
 MH0244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0244_SP_SET: UNDERPASS
 MH0244_STAMPING: B 113 1935
 MH0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0244
 MH0244  HISTORY     - Date     Condition        Report By
 MH0244  HISTORY     - 1935     MONUMENTED       CGS
 MH0244
 MH0244                          STATION DESCRIPTION
 MH0244
 MH0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0244'AT BEECH.
 MH0244'AT BEECH, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, AT
 MH0244'HIGHWAY UNDERPASS 2, 16 INCHES SOUTHEAST OF THE NORTHWEST END OF
 MH0244'THE SOUTHWEST CONCRETE HEADWALL, 1 FOOT NORTH OF AN IRON RAILING
 MH0244'POST, AND 6 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHWEST
 MH0244'TRACK.  A STANDARD DISK, STAMPED B 113 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0253 ***********************************************************************
 LE0253  DESIGNATION -  B 114
 LE0253  PID         -  LE0253
 LE0253  STATE/COUNTY-  IA/WAYNE
 LE0253  USGS QUAD   -  CORYDON (1982)
 LE0253
 LE0253                         *CURRENT SURVEY CONTROL
 LE0253  ___________________________________________________________________
 LE0253* NAD 83(1986)-  40 45 53.     (N)    093 19 05.     (W)     SCALED    
 LE0253* NAVD 88     -       327.945  (meters)    1075.93   (feet)  ADJUSTED  
 LE0253  ___________________________________________________________________
 LE0253  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LE0253  DYNAMIC HT  -         327.784 (meters)    1075.40  (feet)  COMP
 LE0253  MODELED GRAV-     980,126.7   (mgal)                       NAVD 88
 LE0253
 LE0253  VERT ORDER  -  SECOND    CLASS 0
 LE0253
 LE0253.The horizontal coordinates were scaled from a topographic map and have
 LE0253.an estimated accuracy of +/- 6 seconds.
 LE0253
 LE0253.The orthometric height was determined by differential leveling
 LE0253.and adjusted by the National Geodetic Survey in June 1991..
 LE0253
 LE0253.The geoid height was determined by GEOID03.
 LE0253
 LE0253.The dynamic height is computed by dividing the NAVD 88
 LE0253.geopotential number by the normal gravity value computed on the
 LE0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0253.degrees latitude (g = 980.6199 gals.).
 LE0253
 LE0253.The modeled gravity was interpolated from observed gravity values.
 LE0253
 LE0253;                    North         East    Units  Estimated Accuracy
 LE0253;SPC IA S     -    84,940.      515,360.      MT  (+/- 180 meters Scaled)
 LE0253
 LE0253                          SUPERSEDED SURVEY CONTROL
 LE0253
 LE0253  NGVD 29 (??/??/92)  327.866  (m)         1075.67   (f) ADJ UNCH    2 0
 LE0253
 LE0253.Superseded values are not recommended for survey control.
 LE0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0253.See file dsdata.txt to determine how the superseded data were derived.
 LE0253
 LE0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF731126(NAD 83)
 LE0253_MARKER: DB = BENCH MARK DISK
 LE0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0253_SP_SET: BRIDGE
 LE0253_STAMPING: B 114 1935
 LE0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LE0253+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 LE0253
 LE0253  HISTORY     - Date     Condition        Report By
 LE0253  HISTORY     - 1935     MONUMENTED       CGS
 LE0253  HISTORY     - 20040815 GOOD             GEOCAC
 LE0253
 LE0253                          STATION DESCRIPTION
 LE0253
 LE0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0253'AT CORYDON.
 LE0253'AT CORYDON, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 5
 LE0253'POLES SOUTHWEST OF MILEPOST 5, AT HIGHWAY-SUBWAY BRIDGE 50, IN
 LE0253'THE TOP OF THE NORTH WING WALL, 8 FEET NORTHWEST OF THE
 LE0253'CENTERLINE OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE
 LE0253'TRACK.  A STANDARD DISK, STAMPED B 114 1935.
 LE0253
 LE0253                          STATION RECOVERY (2004)
 LE0253
 LE0253'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 LE0253'LOCATED ALONG THE UNION PACIFIC RAILROAD (FORMER C,RI, AND P)ABOUT 215
 LE0253'FEET SOUTHWEST (RAILROAD SOUTH) OF MILE POST 5. DISK IS 3 FT. LOWER
 LE0253'THAN THE RAIL. STEEL PORTION OF THE BRIDGE APPEARS TO HAVE BEEN RAISED
 LE0253'SINCE THE MARKER WAS PLACED, BUT CONCRETE TO WHICH DISK IS ATTACHED
 LE0253'APPEARS UNDISTURBED.
 LE0253' 
 LE0253'THE BRIDGE IS OVER IOWA HWY 14 WITH A CLEARANCE OF 13 FEET 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0398 ***********************************************************************
 LE0398  DESIGNATION -  B 115
 LE0398  PID         -  LE0398
 LE0398  STATE/COUNTY-  IA/DECATUR
 LE0398  USGS QUAD   -  DAVIS CITY (1981)
 LE0398
 LE0398                         *CURRENT SURVEY CONTROL
 LE0398  ___________________________________________________________________
 LE0398* NAD 83(1986)-  40 40 45.     (N)    093 46 33.     (W)     SCALED    
 LE0398* NAVD 88     -       300.632  (meters)     986.32   (feet)  ADJUSTED  
 LE0398  ___________________________________________________________________
 LE0398  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 LE0398  DYNAMIC HT  -         300.484 (meters)     985.84  (feet)  COMP
 LE0398  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 LE0398
 LE0398  VERT ORDER  -  SECOND    CLASS 0
 LE0398
 LE0398.The horizontal coordinates were scaled from a topographic map and have
 LE0398.an estimated accuracy of +/- 6 seconds.
 LE0398
 LE0398.The orthometric height was determined by differential leveling
 LE0398.and adjusted by the National Geodetic Survey in June 1991..
 LE0398
 LE0398.The geoid height was determined by GEOID03.
 LE0398
 LE0398.The dynamic height is computed by dividing the NAVD 88
 LE0398.geopotential number by the normal gravity value computed on the
 LE0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0398.degrees latitude (g = 980.6199 gals.).
 LE0398
 LE0398.The modeled gravity was interpolated from observed gravity values.
 LE0398
 LE0398;                    North         East    Units  Estimated Accuracy
 LE0398;SPC IA S     -    75,460.      476,680.      MT  (+/- 180 meters Scaled)
 LE0398
 LE0398                          SUPERSEDED SURVEY CONTROL
 LE0398
 LE0398  NGVD 29 (??/??/92)  300.548  (m)          986.05   (f) ADJ UNCH    2 0
 LE0398
 LE0398.Superseded values are not recommended for survey control.
 LE0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0398.See file dsdata.txt to determine how the superseded data were derived.
 LE0398
 LE0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF344034(NAD 83)
 LE0398_MARKER: DB = BENCH MARK DISK
 LE0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0398_STAMPING: B 115 1935
 LE0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0398+STABILITY: SURFACE MOTION
 LE0398
 LE0398  HISTORY     - Date     Condition        Report By
 LE0398  HISTORY     - 1935     MONUMENTED       CGS
 LE0398
 LE0398                          STATION DESCRIPTION
 LE0398
 LE0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0398'3.6 MI NE FROM DAVIS CITY.
 LE0398'3.6 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0398'RAILROAD FROM THE STATION AT DAVIS CITY, DECATUR COUNTY, AT U.S.
 LE0398'HIGHWAY 69 OVERPASS S 41.07, 50 FEET SOUTHEAST OF THE CENTERLINE
 LE0398'OF THE TRACK, 5 FEET NORTHEAST OF A FENCE CORNER, AND ABOUT 2
 LE0398'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 115 1935
 LE0398'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0293 ***********************************************************************
 MH0293  DESIGNATION -  B 116
 MH0293  PID         -  MH0293
 MH0293  STATE/COUNTY-  IA/WARREN
 MH0293  USGS QUAD   -  NEW VIRGINIA (1983)
 MH0293
 MH0293                         *CURRENT SURVEY CONTROL
 MH0293  ___________________________________________________________________
 MH0293* NAD 83(1986)-  41 11 01.     (N)    093 44 11.     (W)     SCALED    
 MH0293* NAVD 88     -       314.336  (meters)    1031.28   (feet)  POSTED    
 MH0293  ___________________________________________________________________
 MH0293  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 MH0293  DYNAMIC HT  -         314.190 (meters)    1030.81  (feet)  COMP
 MH0293  MODELED GRAV-     980,163.1   (mgal)                       NAVD 88
 MH0293
 MH0293  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0293
 MH0293.The horizontal coordinates were scaled from a topographic map and have
 MH0293.an estimated accuracy of +/- 6 seconds.
 MH0293
 MH0293.The orthometric height was determined by differential leveling
 MH0293.and adjusted by the National Geodetic Survey in 1992..
 MH0293.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0293.rate of 0.0 thru 1.0 mm/km.
 MH0293
 MH0293.The geoid height was determined by GEOID03.
 MH0293
 MH0293.The dynamic height is computed by dividing the NAVD 88
 MH0293.geopotential number by the normal gravity value computed on the
 MH0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0293.degrees latitude (g = 980.6199 gals.).
 MH0293
 MH0293.The modeled gravity was interpolated from observed gravity values.
 MH0293
 MH0293;                    North         East    Units  Estimated Accuracy
 MH0293;SPC IA S     -   131,470.      480,170.      MT  (+/- 180 meters Scaled)
 MH0293
 MH0293                          SUPERSEDED SURVEY CONTROL
 MH0293
 MH0293  NGVD 29 (??/??/92)  314.284  (m)         1031.11   (f) ADJ UNCH    2 0
 MH0293
 MH0293.Superseded values are not recommended for survey control.
 MH0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0293.See file dsdata.txt to determine how the superseded data were derived.
 MH0293
 MH0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF382594(NAD 83)
 MH0293_MARKER: DB = BENCH MARK DISK
 MH0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0293_STAMPING: B 116 1935
 MH0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0293+STABILITY: SURFACE MOTION
 MH0293
 MH0293  HISTORY     - Date     Condition        Report By
 MH0293  HISTORY     - 1935     MONUMENTED       CGS
 MH0293  HISTORY     - 1945     GOOD             NGS
 MH0293  HISTORY     - 1980     MARK NOT FOUND   USGS
 MH0293
 MH0293                          STATION DESCRIPTION
 MH0293
 MH0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 MH0293'AT NEW VIRGINIA.
 MH0293'AT NEW VIRGINIA, WARREN COUNTY, ON THE CHICAGO, BURLINGTON AND
 MH0293'QUINCY RAILROAD, 45 FEET SOUTHEAST OF THE SOUTHWEST END OF THE
 MH0293'STATION, 125 FEET SOUTHWEST OF A ROAD CROSSING, 30 FEET SOUTHEAST
 MH0293'OF THE CENTERLINE OF THE MAIN TRACK, AND 3 FEET SOUTHEAST OF A
 MH0293'POLE WITH A GUY WIRE TO THE SOUTHEAST.  A STANDARD DISK, STAMPED
 MH0293'B 116 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MH0293
 MH0293                          STATION RECOVERY (1980)
 MH0293
 MH0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MH0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0410 ***********************************************************************
 MH0410  DESIGNATION -  B 117
 MH0410  PID         -  MH0410
 MH0410  STATE/COUNTY-  IA/POLK
 MH0410  USGS QUAD   -  DES MOINES SW (1976)
 MH0410
 MH0410                         *CURRENT SURVEY CONTROL
 MH0410  ___________________________________________________________________
 MH0410* NAD 83(1986)-  41 32 27.     (N)    093 40 40.     (W)     SCALED    
 MH0410* NAVD 88     -       254.844  (meters)     836.10   (feet)  POSTED    
 MH0410  ___________________________________________________________________
 MH0410  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 MH0410  DYNAMIC HT  -         254.730 (meters)     835.73  (feet)  COMP
 MH0410  MODELED GRAV-     980,182.2   (mgal)                       NAVD 88
 MH0410
 MH0410  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0410
 MH0410.The horizontal coordinates were scaled from a topographic map and have
 MH0410.an estimated accuracy of +/- 6 seconds.
 MH0410
 MH0410.The orthometric height was determined by differential leveling
 MH0410.and adjusted by the National Geodetic Survey in 1992..
 MH0410.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0410.rate of 0.0 thru 1.0 mm/km.
 MH0410
 MH0410.The geoid height was determined by GEOID03.
 MH0410
 MH0410.The dynamic height is computed by dividing the NAVD 88
 MH0410.geopotential number by the normal gravity value computed on the
 MH0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0410.degrees latitude (g = 980.6199 gals.).
 MH0410
 MH0410.The modeled gravity was interpolated from observed gravity values.
 MH0410
 MH0410;                    North         East    Units  Estimated Accuracy
 MH0410;SPC IA S     -   171,130.      485,170.      MT  (+/- 180 meters Scaled)
 MH0410
 MH0410                          SUPERSEDED SURVEY CONTROL
 MH0410
 MH0410  NGVD 29 (??/??/92)  254.834  (m)          836.07   (f) ADJ UNCH    2 0
 MH0410
 MH0410.Superseded values are not recommended for survey control.
 MH0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0410.See file dsdata.txt to determine how the superseded data were derived.
 MH0410
 MH0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF434990(NAD 83)
 MH0410_MARKER: DB = BENCH MARK DISK
 MH0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0410_SP_SET: BRIDGE
 MH0410_STAMPING: B-117 1935
 MH0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0410+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 MH0410
 MH0410  HISTORY     - Date     Condition        Report By
 MH0410  HISTORY     - 1935     MONUMENTED       CGS
 MH0410  HISTORY     - 1953     GOOD             NGS
 MH0410  HISTORY     - 20060811 GOOD             GEOCAC
 MH0410
 MH0410                          STATION DESCRIPTION
 MH0410
 MH0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0410'4.9 MI S FROM DES MOINES.
 MH0410'4.9 MILES SOUTH OF ROCK ISLAND RWY BRIDGE OVER DES MOINES
 MH0410'RIVER AT ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0410'AT THE MC KINLEY AVENUE CROSSING.  SET ON THE NORTHEAST
 MH0410'END OF THE SOUTHEAST HEADWALL OF ROAD BRIDGE, 220 FT SOUTHWEST
 MH0410'OF CROSSING.  ABOUT 6 INCHES ABOVE ROAD SURFACE.
 MH0410
 MH0410                          STATION RECOVERY (1953)
 MH0410
 MH0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 MH0410'RECOVERED IN GOOD CONDITION.
 MH0410
 MH0410                          STATION RECOVERY (2006)
 MH0410
 MH0410'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 MH0410'BOTH THE CB AND Q AND THE CGW TRACKS HAVE BEEN ABANDONED AND
 MH0410'DISMANTLED.  FORMER CGW RIGHT OF WAY HAS BEEN CONVERTED INTO A
 MH0410'RECREATIONAL TRAIL.  MARK IS ON MCKINLEY AVE ABOUT 100 FT WEST OF THE
 MH0410'GREAT WESTERN TRAIL.  DISK HAS BEEN MARRED BUT IS INTACT.
 MH0410' 
 MH0410'HANDHELD COORDINATED - 41 32 27.5 N  093 40 26.9 W  SKY PARTIALLY
 MH0410'OBSCURED BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0375 ***********************************************************************
 LE0375  DESIGNATION -  B 118=27 61
 LE0375  PID         -  LE0375
 LE0375  STATE/COUNTY-  IA/DECATUR
 LE0375  USGS QUAD   -  GARDEN GROVE SW (1965)
 LE0375
 LE0375                         *CURRENT SURVEY CONTROL
 LE0375  ___________________________________________________________________
 LE0375* NAD 83(1986)-  40 45 16.     (N)    093 38 13.     (W)     SCALED    
 LE0375* NAVD 88     -       293.826  (meters)     963.99   (feet)  ADJUSTED  
 LE0375  ___________________________________________________________________
 LE0375  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 LE0375  DYNAMIC HT  -         293.684 (meters)     963.53  (feet)  COMP
 LE0375  MODELED GRAV-     980,131.7   (mgal)                       NAVD 88
 LE0375
 LE0375  VERT ORDER  -  SECOND    CLASS 0
 LE0375
 LE0375.The horizontal coordinates were scaled from a topographic map and have
 LE0375.an estimated accuracy of +/- 6 seconds.
 LE0375
 LE0375.The orthometric height was determined by differential leveling
 LE0375.and adjusted by the National Geodetic Survey in June 1991..
 LE0375
 LE0375.The geoid height was determined by GEOID03.
 LE0375
 LE0375.The dynamic height is computed by dividing the NAVD 88
 LE0375.geopotential number by the normal gravity value computed on the
 LE0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0375.degrees latitude (g = 980.6199 gals.).
 LE0375
 LE0375.The modeled gravity was interpolated from observed gravity values.
 LE0375
 LE0375;                    North         East    Units  Estimated Accuracy
 LE0375;SPC IA S     -    83,790.      488,440.      MT  (+/- 180 meters Scaled)
 LE0375
 LE0375                          SUPERSEDED SURVEY CONTROL
 LE0375
 LE0375  NGVD 29 (??/??/92)  293.746  (m)          963.73   (f) ADJ UNCH    2 0
 LE0375
 LE0375.Superseded values are not recommended for survey control.
 LE0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0375.See file dsdata.txt to determine how the superseded data were derived.
 LE0375
 LE0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF462116(NAD 83)
 LE0375_MARKER: DB = BENCH MARK DISK
 LE0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0375_STAMPING: B 118 27-61 1935
 LE0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0375+STABILITY: SURFACE MOTION
 LE0375
 LE0375  HISTORY     - Date     Condition        Report By
 LE0375  HISTORY     - 1935     MONUMENTED       CGS
 LE0375
 LE0375                          STATION DESCRIPTION
 LE0375
 LE0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0375'2.3 MI W FROM HIGH POINT.
 LE0375'2.3 MILES WEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE
 LE0375'HIGHWAY 204 AT HIGH POINT, DECATUR COUNTY, 512 FEET WEST OF
 LE0375'A 200-FOOT BRIDGE, 312 FEET WEST OF A DIVISION FENCE ON THE
 LE0375'SOUTH SIDE OF THE HIGHWAY, AND 3 FEET NORTH OF A FENCE LINE.
 LE0375'A STATE SURVEY STANDARD DISK, STAMPED B 118 27-61 1935 AND
 LE0375'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0240 ***********************************************************************
 LE0240  DESIGNATION -  B 119
 LE0240  PID         -  LE0240
 LE0240  STATE/COUNTY-  IA/APPANOOSE
 LE0240  USGS QUAD   -  SEYMOUR EAST (1979)
 LE0240
 LE0240                         *CURRENT SURVEY CONTROL
 LE0240  ___________________________________________________________________
 LE0240* NAD 83(1986)-  40 41 08.     (N)    093 01 13.     (W)     SCALED    
 LE0240* NAVD 88     -       319.618  (meters)    1048.61   (feet)  ADJUSTED  
 LE0240  ___________________________________________________________________
 LE0240  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LE0240  DYNAMIC HT  -         319.460 (meters)    1048.10  (feet)  COMP
 LE0240  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 LE0240
 LE0240  VERT ORDER  -  SECOND    CLASS 0
 LE0240
 LE0240.The horizontal coordinates were scaled from a topographic map and have
 LE0240.an estimated accuracy of +/- 6 seconds.
 LE0240
 LE0240.The orthometric height was determined by differential leveling
 LE0240.and adjusted by the National Geodetic Survey in June 1991..
 LE0240
 LE0240.The geoid height was determined by GEOID03.
 LE0240
 LE0240.The dynamic height is computed by dividing the NAVD 88
 LE0240.geopotential number by the normal gravity value computed on the
 LE0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0240.degrees latitude (g = 980.6199 gals.).
 LE0240
 LE0240.The modeled gravity was interpolated from observed gravity values.
 LE0240
 LE0240;                    North         East    Units  Estimated Accuracy
 LE0240;SPC IA S     -    76,240.      540,550.      MT  (+/- 180 meters Scaled)
 LE0240
 LE0240                          SUPERSEDED SURVEY CONTROL
 LE0240
 LE0240  NGVD 29 (??/??/92)  319.555  (m)         1048.41   (f) ADJ UNCH    2 0
 LE0240
 LE0240.Superseded values are not recommended for survey control.
 LE0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0240.See file dsdata.txt to determine how the superseded data were derived.
 LE0240
 LE0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF982038(NAD 83)
 LE0240_MARKER: DB = BENCH MARK DISK
 LE0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0240_STAMPING: B 119 1935
 LE0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0240+STABILITY: SURFACE MOTION
 LE0240
 LE0240  HISTORY     - Date     Condition        Report By
 LE0240  HISTORY     - 1935     MONUMENTED       CGS
 LE0240
 LE0240                          STATION DESCRIPTION
 LE0240
 LE0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0240'2.4 MI W FROM NUMA.
 LE0240'2.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0240'RAILROAD FROM THE STATION AT NUMA, APPANOOSE COUNTY, 6 POLES
 LE0240'NORTHWEST OF MILEPOST 346, AT A ROAD CROSSING, 42 FEET NORTHEAST
 LE0240'OF THE CENTERLINE OF THE TRACK, 24 FEET SOUTHEAST OF THE
 LE0240'CENTERLINE OF THE ROAD, 3 FEET SOUTHWEST OF A RIGHT-OF-WAY
 LE0240'FENCE, AND ABOUT 3.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LE0240'STAMPED B 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0598 ***********************************************************************
 NJ0598  DESIGNATION -  B 12
 NJ0598  PID         -  NJ0598
 NJ0598  STATE/COUNTY-  IA/FAYETTE
 NJ0598  USGS QUAD   -  HAWKEYE (1981)
 NJ0598
 NJ0598                         *CURRENT SURVEY CONTROL
 NJ0598  ___________________________________________________________________
 NJ0598* NAD 83(1986)-  42 53 46.     (N)    091 52 40.     (W)     SCALED    
 NJ0598* NAVD 88     -       350.916  (meters)    1151.30   (feet)  ADJUSTED  
 NJ0598  ___________________________________________________________________
 NJ0598  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 NJ0598  DYNAMIC HT  -         350.816 (meters)    1150.97  (feet)  COMP
 NJ0598  MODELED GRAV-     980,327.4   (mgal)                       NAVD 88
 NJ0598
 NJ0598  VERT ORDER  -  FIRST     CLASS II
 NJ0598
 NJ0598.The horizontal coordinates were scaled from a topographic map and have
 NJ0598.an estimated accuracy of +/- 6 seconds.
 NJ0598
 NJ0598.The orthometric height was determined by differential leveling
 NJ0598.and adjusted by the National Geodetic Survey in June 1991..
 NJ0598.WARNING-Repeat measurements at this control monument indicate possible
 NJ0598.vertical movement.
 NJ0598
 NJ0598.The geoid height was determined by GEOID03.
 NJ0598
 NJ0598.The dynamic height is computed by dividing the NAVD 88
 NJ0598.geopotential number by the normal gravity value computed on the
 NJ0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0598.degrees latitude (g = 980.6199 gals.).
 NJ0598
 NJ0598.The modeled gravity was interpolated from observed gravity values.
 NJ0598
 NJ0598;                    North         East    Units  Estimated Accuracy
 NJ0598;SPC IA N     - 1,156,350.    1,632,490.      MT  (+/- 180 meters Scaled)
 NJ0598
 NJ0598                          SUPERSEDED SURVEY CONTROL
 NJ0598
 NJ0598  NGVD 29 (??/??/92)  350.942  (m)         1151.38   (f) ADJ UNCH    1 2
 NJ0598
 NJ0598.Superseded values are not recommended for survey control.
 NJ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0598.See file dsdata.txt to determine how the superseded data were derived.
 NJ0598
 NJ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH916498(NAD 83)
 NJ0598_MARKER: DB = BENCH MARK DISK
 NJ0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0598_STAMPING: B 12 1933
 NJ0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0598+STABILITY: SURFACE MOTION
 NJ0598
 NJ0598  HISTORY     - Date     Condition        Report By
 NJ0598  HISTORY     - 1933     MONUMENTED       CGS
 NJ0598  HISTORY     - 1942     GOOD             NGS
 NJ0598
 NJ0598                          STATION DESCRIPTION
 NJ0598
 NJ0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NJ0598'2.5 MI N FROM RANDALIA.
 NJ0598'2.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 NJ0598'FROM RANDALIA, FAYETTE COUNTY, 413 YARDS SOUTH OF MILEPOST 69,
 NJ0598'139 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHICAGO,
 NJ0598'MILWAUKEE AND ST. PAUL RAILROAD STATION AT DONNAN, 117 FEET NORTHEAST
 NJ0598'OF THE CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY,
 NJ0598'AND THE CHICAGO, MILWAUKEE ST. PAUL AND PACIFIC RAILROAD, 43
 NJ0598'FEET EAST OF THE CENTERLINE OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0598'RAILWAY TRACK, AND 37 FEET WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 NJ0598'E.  A STANDARD DISK, STAMPED B 12 1933 AND SET IN THE TOP OF A
 NJ0598'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0009 ***********************************************************************
 LE0009  DESIGNATION -  B 121
 LE0009  PID         -  LE0009
 LE0009  STATE/COUNTY-  IA/DAVIS
 LE0009  USGS QUAD   -  PULASKI (1979)
 LE0009
 LE0009                         *CURRENT SURVEY CONTROL
 LE0009  ___________________________________________________________________
 LE0009* NAD 83(1986)-  40 42 20.     (N)    092 20 53.     (W)     SCALED    
 LE0009* NAVD 88     -       261.877  (meters)     859.17   (feet)  ADJUSTED  
 LE0009  ___________________________________________________________________
 LE0009  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 LE0009  DYNAMIC HT  -         261.749 (meters)     858.75  (feet)  COMP
 LE0009  MODELED GRAV-     980,126.9   (mgal)                       NAVD 88
 LE0009
 LE0009  VERT ORDER  -  SECOND    CLASS 0
 LE0009
 LE0009.The horizontal coordinates were scaled from a topographic map and have
 LE0009.an estimated accuracy of +/- 6 seconds.
 LE0009
 LE0009.The orthometric height was determined by differential leveling
 LE0009.and adjusted by the National Geodetic Survey in June 1991..
 LE0009
 LE0009.The geoid height was determined by GEOID03.
 LE0009
 LE0009.The dynamic height is computed by dividing the NAVD 88
 LE0009.geopotential number by the normal gravity value computed on the
 LE0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0009.degrees latitude (g = 980.6199 gals.).
 LE0009
 LE0009.The modeled gravity was interpolated from observed gravity values.
 LE0009
 LE0009;                    North         East    Units  Estimated Accuracy
 LE0009;SPC IA S     -    79,000.      597,350.      MT  (+/- 180 meters Scaled)
 LE0009
 LE0009                          SUPERSEDED SURVEY CONTROL
 LE0009
 LE0009  NGVD 29 (??/??/92)  261.855  (m)          859.10   (f) ADJ UNCH    2 0
 LE0009
 LE0009.Superseded values are not recommended for survey control.
 LE0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0009.See file dsdata.txt to determine how the superseded data were derived.
 LE0009
 LE0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF550062(NAD 83)
 LE0009_MARKER: DB = BENCH MARK DISK
 LE0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0009_SP_SET: CULVERT
 LE0009_STAMPING: B 121 1934
 LE0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0009
 LE0009  HISTORY     - Date     Condition        Report By
 LE0009  HISTORY     - 1934     MONUMENTED       CGS
 LE0009  HISTORY     - 1943     GOOD             NGS
 LE0009  HISTORY     - 1969     GOOD             NGS
 LE0009  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 LE0009
 LE0009                          STATION DESCRIPTION
 LE0009
 LE0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0009'4.1 MI W FROM PULASKI.
 LE0009'4.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0009'FROM THE STATION AT PULASKI, DAVIS COUNTY, AT POLE 79+12, 60
 LE0009'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 12 FEET SOUTHWEST
 LE0009'OF THE CENTERLINE OF STATE HIGHWAY 2, AT A 3-BY 2-FOOT CONCRETE
 LE0009'CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE
 LE0009'SOUTHWEST HEADWALL, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 LE0009'STANDARD DISK, STAMPED B 121 1934.
 LE0009
 LE0009                          STATION RECOVERY (1969)
 LE0009
 LE0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LE0009'RECOVERED IN GOOD CONDITION.
 LE0009
 LE0009                          STATION RECOVERY (2000)
 LE0009
 LE0009'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LE0009'IT IS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0010 ***********************************************************************
 LE0010  DESIGNATION -  B 121 RESET
 LE0010  PID         -  LE0010
 LE0010  STATE/COUNTY-  IA/DAVIS
 LE0010  USGS QUAD   -  PULASKI (1979)
 LE0010
 LE0010                         *CURRENT SURVEY CONTROL
 LE0010  ___________________________________________________________________
 LE0010* NAD 83(1986)-  40 42 22.     (N)    092 20 54.     (W)     SCALED    
 LE0010* NAVD 88     -       261.63   (+/-2cm)     858.4    (feet)  VERTCON   
 LE0010  ___________________________________________________________________
 LE0010  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 LE0010
 LE0010  VERT ORDER  -  THIRD (See Below)
 LE0010
 LE0010.The horizontal coordinates were scaled from a topographic map and have
 LE0010.an estimated accuracy of +/- 6 seconds.
 LE0010
 LE0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0010.The vertical order pertains to the NGVD 29 superseded value.
 LE0010
 LE0010.The geoid height was determined by GEOID03.
 LE0010
 LE0010;                    North         East    Units  Estimated Accuracy
 LE0010;SPC IA S     -    79,060.      597,320.      MT  (+/- 180 meters Scaled)
 LE0010
 LE0010                          SUPERSEDED SURVEY CONTROL
 LE0010
 LE0010  NGVD 29 (05/12/04)  261.61   (m)          858.3    (f) RESET       3  
 LE0010
 LE0010.Superseded values are not recommended for survey control.
 LE0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0010.See file dsdata.txt to determine how the superseded data were derived.
 LE0010
 LE0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF550063(NAD 83)
 LE0010_MARKER: DB = BENCH MARK DISK
 LE0010_SETTING: 0 = UNSPECIFIED SETTING
 LE0010_STAMPING: B 121 RESET 1975
 LE0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0010
 LE0010  HISTORY     - Date     Condition        Report By
 LE0010  HISTORY     - 1975     MONUMENTED       NGS
 LE0010
 LE0010                          STATION DESCRIPTION
 LE0010
 LE0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LE0010'4.1 MI W FROM PULASKI.
 LE0010'4.1 MILE WEST ALONG STATE HIGHWAY 2 FROM THE CROSSROADS IN THE
 LE0010'TOWN OF PULASKI, 31 FEET NORTH OF THE CENTER OF HIGHWAY 2, 1 FOOT
 LE0010'EAST OF A METAL WITNESS POST AND IN FENCELINE ON THE NORTH
 LE0010'RIGHT-OF-WAY OF THE HIGHWAY.  A 4 INCH CAST ALUMINUM BENCH
 LE0010'MARK, STAMPED B 121 RESET 1975, SET FLUSH WITH THE GROUND
 LE0010'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0655 ***********************************************************************
 LD0655  DESIGNATION -  B 122
 LD0655  PID         -  LD0655
 LD0655  STATE/COUNTY-  IA/LEE
 LD0655  USGS QUAD   -  DONNELLSON (1968)
 LD0655
 LD0655                         *CURRENT SURVEY CONTROL
 LD0655  ___________________________________________________________________
 LD0655* NAD 83(1986)-  40 38 28.     (N)    091 34 58.     (W)     SCALED    
 LD0655* NAVD 88     -       201.866  (meters)     662.29   (feet)  ADJUSTED  
 LD0655  ___________________________________________________________________
 LD0655  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0655  DYNAMIC HT  -         201.769 (meters)     661.97  (feet)  COMP
 LD0655  MODELED GRAV-     980,137.5   (mgal)                       NAVD 88
 LD0655
 LD0655  VERT ORDER  -  SECOND    CLASS 0
 LD0655
 LD0655.The horizontal coordinates were scaled from a topographic map and have
 LD0655.an estimated accuracy of +/- 6 seconds.
 LD0655
 LD0655.The orthometric height was determined by differential leveling
 LD0655.and adjusted by the National Geodetic Survey in June 1991..
 LD0655
 LD0655.The geoid height was determined by GEOID03.
 LD0655
 LD0655.The dynamic height is computed by dividing the NAVD 88
 LD0655.geopotential number by the normal gravity value computed on the
 LD0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0655.degrees latitude (g = 980.6199 gals.).
 LD0655
 LD0655.The modeled gravity was interpolated from observed gravity values.
 LD0655
 LD0655;                    North         East    Units  Estimated Accuracy
 LD0655;SPC IA S     -    72,980.      662,160.      MT  (+/- 180 meters Scaled)
 LD0655
 LD0655                          SUPERSEDED SURVEY CONTROL
 LD0655
 LD0655  NGVD 29 (??/??/92)  201.892  (m)          662.37   (f) ADJ UNCH    2 0
 LD0655
 LD0655.Superseded values are not recommended for survey control.
 LD0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0655.See file dsdata.txt to determine how the superseded data were derived.
 LD0655
 LD0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE198998(NAD 83)
 LD0655_MARKER: DB = BENCH MARK DISK
 LD0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0655_STAMPING: B 122 1935
 LD0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0655+STABILITY: SURFACE MOTION
 LD0655
 LD0655  HISTORY     - Date     Condition        Report By
 LD0655  HISTORY     - 1935     MONUMENTED       CGS
 LD0655  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 LD0655
 LD0655                          STATION DESCRIPTION
 LD0655
 LD0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0655'1 MI W FROM DONNELLSON.
 LD0655'1.0 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0655'FROM THE STATION AT DONNELLSON, LEE COUNTY, AT POLE 34+05, AT
 LD0655'A ROAD CROSSING, 42 FEET WEST OF THE CENTERLINE OF THE ROAD,
 LD0655'42 FEET NORTH OF THE CENTERLINE OF THE TRACK, 3 FEET SOUTH AND
 LD0655'6 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER, AND 3 FEET LOWER THAN
 LD0655'THE TRACK.  A STANDARD DISK, STAMPED B 122 1935 AND SET IN THE
 LD0655'TOP OF A CONCRETE POST.
 LD0655
 LD0655                          STATION RECOVERY (1981)
 LD0655
 LD0655'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LD0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0905 ***********************************************************************
 LD0905  DESIGNATION -  B 122 RESET
 LD0905  PID         -  LD0905
 LD0905  STATE/COUNTY-  IA/LEE
 LD0905  USGS QUAD   -  DONNELLSON (1968)
 LD0905
 LD0905                         *CURRENT SURVEY CONTROL
 LD0905  ___________________________________________________________________
 LD0905* NAD 83(1986)-  40 38 28.     (N)    091 34 58.     (W)     SCALED    
 LD0905* NAVD 88     -       203.60   (meters)     668.0    (feet)  RESET     
 LD0905  ___________________________________________________________________
 LD0905  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0905
 LD0905  VERT ORDER  -  THIRD
 LD0905
 LD0905.The horizontal coordinates were scaled from a topographic map and have
 LD0905.an estimated accuracy of +/- 6 seconds.
 LD0905
 LD0905.The orthometric height was computed from unverified reset data.
 LD0905
 LD0905.The geoid height was determined by GEOID03.
 LD0905
 LD0905;                    North         East    Units  Estimated Accuracy
 LD0905;SPC IA S     -    72,980.      662,160.      MT  (+/- 180 meters Scaled)
 LD0905
 LD0905                          SUPERSEDED SURVEY CONTROL
 LD0905
 LD0905  NGVD 29 (05/12/04)  203.62   (m)          668.0    (f) RESET       3  
 LD0905
 LD0905.Superseded values are not recommended for survey control.
 LD0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0905.See file dsdata.txt to determine how the superseded data were derived.
 LD0905
 LD0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE198998(NAD 83)
 LD0905_MARKER: DB = BENCH MARK DISK
 LD0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0905_SP_SET: CONCRETE POST
 LD0905_STAMPING: B 122 RESET 1981
 LD0905_MARK LOGO: NGS   
 LD0905_PROJECTION: PROJECTING 17 CENTIMETERS
 LD0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0905+STABILITY: SURFACE MOTION
 LD0905
 LD0905  HISTORY     - Date     Condition        Report By
 LD0905  HISTORY     - 1981     MONUMENTED       LOCENG
 LD0905
 LD0905                          STATION DESCRIPTION
 LD0905
 LD0905'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LD0905'1.6 KM (1.00 MI) WEST FROM DONNELLSON.
 LD0905'1.53 KM (0.95 MI) WEST ALONG STATE HIGHWAY 2 FROM ITS JUNCTION WITH
 LD0905'U.S. HIGHWAY 218, IN DONNELLSON, THENCE 0.24 KM (0.15 MI) NORTH ALONG
 LD0905'A GRAVELED ROAD, 29 M (95.1 FT) EAST OF THE CENTERLINE OF THE ROAD
 LD0905'13.5 M (44.3 FT) EAST-SOUTHEAST OF A POWERLINE POLE, 4.65 M (15.3 FT)
 LD0905'SOUTH-SOUTHWEST OF A FENCE CORNER, 0.92 M (3.0 FT) WEST OF A FENCE.
 LD0905'THE MARK IS 1.0 METERS  W FROM  A WITNESS POST
 LD0905'THE MARK IS 2.9 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0602 ***********************************************************************
 LD0602  DESIGNATION -  B 125
 LD0602  PID         -  LD0602
 LD0602  STATE/COUNTY-  IA/HENRY
 LD0602  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0602
 LD0602                         *CURRENT SURVEY CONTROL
 LD0602  ___________________________________________________________________
 LD0602* NAD 83(1986)-  40 58 29.     (N)    091 34 57.     (W)     SCALED    
 LD0602* NAVD 88     -       217.148  (meters)     712.43   (feet)  ADJUSTED  
 LD0602  ___________________________________________________________________
 LD0602  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0602  DYNAMIC HT  -         217.050 (meters)     712.10  (feet)  COMP
 LD0602  MODELED GRAV-     980,170.2   (mgal)                       NAVD 88
 LD0602
 LD0602  VERT ORDER  -  SECOND    CLASS 0
 LD0602
 LD0602.The horizontal coordinates were scaled from a topographic map and have
 LD0602.an estimated accuracy of +/- 6 seconds.
 LD0602
 LD0602.The orthometric height was determined by differential leveling
 LD0602.and adjusted by the National Geodetic Survey in June 1991..
 LD0602
 LD0602.The geoid height was determined by GEOID03.
 LD0602
 LD0602.The dynamic height is computed by dividing the NAVD 88
 LD0602.geopotential number by the normal gravity value computed on the
 LD0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0602.degrees latitude (g = 980.6199 gals.).
 LD0602
 LD0602.The modeled gravity was interpolated from observed gravity values.
 LD0602
 LD0602;                    North         East    Units  Estimated Accuracy
 LD0602;SPC IA S     -   110,020.      661,370.      MT  (+/- 180 meters Scaled)
 LD0602
 LD0602                          SUPERSEDED SURVEY CONTROL
 LD0602
 LD0602  NGVD 29 (??/??/92)  217.194  (m)          712.58   (f) ADJ UNCH    2 0
 LD0602
 LD0602.Superseded values are not recommended for survey control.
 LD0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0602.See file dsdata.txt to determine how the superseded data were derived.
 LD0602
 LD0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF192369(NAD 83)
 LD0602_MARKER: DB = BENCH MARK DISK
 LD0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0602_STAMPING: B 125 1935
 LD0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0602+STABILITY: SURFACE MOTION
 LD0602
 LD0602  HISTORY     - Date     Condition        Report By
 LD0602  HISTORY     - 1935     MONUMENTED       CGS
 LD0602  HISTORY     - 1976     MARK NOT FOUND   USGS
 LD0602
 LD0602                          STATION DESCRIPTION
 LD0602
 LD0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0602'1.7 MI W FROM MT PLEASANT.
 LD0602'1.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0602'FROM THE STATION AT MT. PLEASANT, HENRY COUNTY, AT THE OVERHEAD
 LD0602'CROSSING OF U.S. HIGHWAY 34 (UNDERPASS 235.16), IN THE TOP OF
 LD0602'THE CONCRETE FOUNDATION, AT THE CENTER POINT BETWEEN THE TWO
 LD0602'MOST EASTERLY CONCRETE PEDESTALS, 13 FEET NORTH OF THE CENTERLINE
 LD0602'OF THE NORTH TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 LD0602'DISK, STAMPED B 125 1935.
 LD0602
 LD0602                          STATION RECOVERY (1976)
 LD0602
 LD0602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LD0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0499 ***********************************************************************
 MG0499  DESIGNATION -  B 126
 MG0499  PID         -  MG0499
 MG0499  STATE/COUNTY-  IA/HENRY
 MG0499  USGS QUAD   -  CRAWFORDSVILLE (1981)
 MG0499
 MG0499                         *CURRENT SURVEY CONTROL
 MG0499  ___________________________________________________________________
 MG0499* NAD 83(1986)-  41 08 02.     (N)    091 31 30.     (W)     SCALED    
 MG0499* NAVD 88     -       217.706  (meters)     714.26   (feet)  ADJUSTED  
 MG0499  ___________________________________________________________________
 MG0499  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MG0499  DYNAMIC HT  -         217.611 (meters)     713.95  (feet)  COMP
 MG0499  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 MG0499
 MG0499  VERT ORDER  -  SECOND    CLASS 0
 MG0499
 MG0499.The horizontal coordinates were scaled from a topographic map and have
 MG0499.an estimated accuracy of +/- 6 seconds.
 MG0499
 MG0499.The orthometric height was determined by differential leveling
 MG0499.and adjusted by the National Geodetic Survey in June 1991..
 MG0499
 MG0499.The geoid height was determined by GEOID03.
 MG0499
 MG0499.The dynamic height is computed by dividing the NAVD 88
 MG0499.geopotential number by the normal gravity value computed on the
 MG0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0499.degrees latitude (g = 980.6199 gals.).
 MG0499
 MG0499.The modeled gravity was interpolated from observed gravity values.
 MG0499
 MG0499;                    North         East    Units  Estimated Accuracy
 MG0499;SPC IA S     -   127,800.      665,810.      MT  (+/- 180 meters Scaled)
 MG0499
 MG0499                          SUPERSEDED SURVEY CONTROL
 MG0499
 MG0499  NGVD 29 (??/??/92)  217.754  (m)          714.41   (f) ADJ UNCH    2 0
 MG0499
 MG0499.Superseded values are not recommended for survey control.
 MG0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0499.See file dsdata.txt to determine how the superseded data were derived.
 MG0499
 MG0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF238546(NAD 83)
 MG0499_MARKER: DB = BENCH MARK DISK
 MG0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0499_STAMPING: B 126 1935
 MG0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0499+STABILITY: SURFACE MOTION
 MG0499
 MG0499  HISTORY     - Date     Condition        Report By
 MG0499  HISTORY     - 1935     MONUMENTED       CGS
 MG0499  HISTORY     - 1941     GOOD             NGS
 MG0499
 MG0499                          STATION DESCRIPTION
 MG0499
 MG0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0499'1 MI E FROM OLDS.
 MG0499'1.0 MILE EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 MG0499'THE STATION AT OLDS, HENRY COUNTY, 250 YARDS EAST OF MILEPOST
 MG0499'366, AT THE STATION ONE MILE SIGN, 18 FEET SOUTH OF A POINT, 36
 MG0499'FEET WEST OF THE CENTER OF A ROAD CROSSING, 7 FEET NORTHWEST OF
 MG0499'A FENCE CORNER, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD
 MG0499'DISK, STAMPED B 126 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0659 ***********************************************************************
 MJ0659  DESIGNATION -  B 127
 MJ0659  PID         -  MJ0659
 MJ0659  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0659  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0659
 MJ0659                         *CURRENT SURVEY CONTROL
 MJ0659  ___________________________________________________________________
 MJ0659* NAD 83(1986)-  41 15 01.     (N)    095 53 13.     (W)     SCALED    
 MJ0659* NAVD 88     -       298.499  (meters)     979.33   (feet)  ADJUSTED  
 MJ0659  ___________________________________________________________________
 MJ0659  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 MJ0659  DYNAMIC HT  -         298.377 (meters)     978.93  (feet)  COMP
 MJ0659  MODELED GRAV-     980,204.3   (mgal)                       NAVD 88
 MJ0659
 MJ0659  VERT ORDER  -  FIRST     CLASS II
 MJ0659
 MJ0659.The horizontal coordinates were scaled from a topographic map and have
 MJ0659.an estimated accuracy of +/- 6 seconds.
 MJ0659
 MJ0659.The orthometric height was determined by differential leveling
 MJ0659.and adjusted by the National Geodetic Survey in June 1991..
 MJ0659
 MJ0659.The geoid height was determined by GEOID03.
 MJ0659
 MJ0659.The dynamic height is computed by dividing the NAVD 88
 MJ0659.geopotential number by the normal gravity value computed on the
 MJ0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0659.degrees latitude (g = 980.6199 gals.).
 MJ0659
 MJ0659.The modeled gravity was interpolated from observed gravity values.
 MJ0659
 MJ0659;                    North         East    Units  Estimated Accuracy
 MJ0659;SPC IA S     -   141,590.      299,970.      MT  (+/- 180 meters Scaled)
 MJ0659
 MJ0659                          SUPERSEDED SURVEY CONTROL
 MJ0659
 MJ0659  NGVD 29 (??/??/92)  298.384  (m)          978.95   (f) ADJ UNCH    1 2
 MJ0659
 MJ0659.Superseded values are not recommended for survey control.
 MJ0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0659.See file dsdata.txt to determine how the superseded data were derived.
 MJ0659
 MJ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF581705(NAD 83)
 MJ0659_MARKER: DB = BENCH MARK DISK
 MJ0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0659+STABILITY: SURFACE MOTION
 MJ0659
 MJ0659  HISTORY     - Date     Condition        Report By
 MJ0659  HISTORY     - 1947     MONUMENTED       CGS
 MJ0659  HISTORY     - 1955     MARK NOT FOUND   NGS
 MJ0659
 MJ0659                          STATION DESCRIPTION
 MJ0659
 MJ0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MJ0659'AT COUNCIL BLUFFS.
 MJ0659'0.6 MILES WEST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 MJ0659'AT COUNCIL BLUFFS, SOUTH OF THE GRIFFIN WHEEL COMPANY COUNCIL
 MJ0659'BLUFFS PLANT, 212 YARDS WEST OF THE NORTHWEST CORNER OF COUNCIL
 MJ0659'BLUFFS TOWER A, 72 YARDS NORTHEAST OF THE NORTHEAST CORNER OF
 MJ0659'A RAILWAY SECTION HOUSE, 78 FEET NORTH OF AND 7 FEET LOWER
 MJ0659'THAN THE CENTERLINE OF THE NORTH TRACK, 9.5 FEET NORTHWEST OF
 MJ0659'A TELEGRAPH POLE, 2 FEET EAST OF A 4 X 4 MARKER POST, AND 1 FOOT
 MJ0659'SOUTH OF A PICKET FENCE.  A BRONZE DISK SET IN THE TOP OF A
 MJ0659'CONCRETE POST AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 MJ0659'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0069 ***********************************************************************
 MK0069  DESIGNATION -  B 129
 MK0069  PID         -  MK0069
 MK0069  STATE/COUNTY-  IA/MONONA
 MK0069  USGS QUAD   -  BLENCOE (1970)
 MK0069
 MK0069                         *CURRENT SURVEY CONTROL
 MK0069  ___________________________________________________________________
 MK0069* NAD 83(1986)-  41 57 02.     (N)    096 05 05.     (W)     SCALED    
 MK0069* NAVD 88     -       317.384  (meters)    1041.28   (feet)  ADJUSTED  
 MK0069  ___________________________________________________________________
 MK0069  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 MK0069  DYNAMIC HT  -         317.266 (meters)    1040.90  (feet)  COMP
 MK0069  MODELED GRAV-     980,242.2   (mgal)                       NAVD 88
 MK0069
 MK0069  VERT ORDER  -  FIRST     CLASS II
 MK0069
 MK0069.The horizontal coordinates were scaled from a topographic map and have
 MK0069.an estimated accuracy of +/- 6 seconds.
 MK0069
 MK0069.The orthometric height was determined by differential leveling
 MK0069.and adjusted by the National Geodetic Survey in June 1991..
 MK0069
 MK0069.The geoid height was determined by GEOID03.
 MK0069
 MK0069.The dynamic height is computed by dividing the NAVD 88
 MK0069.geopotential number by the normal gravity value computed on the
 MK0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0069.degrees latitude (g = 980.6199 gals.).
 MK0069
 MK0069.The modeled gravity was interpolated from observed gravity values.
 MK0069
 MK0069;                    North         East    Units  Estimated Accuracy
 MK0069;SPC IA N     - 1,053,320.    1,285,720.      MT  (+/- 180 meters Scaled)
 MK0069
 MK0069                          SUPERSEDED SURVEY CONTROL
 MK0069
 MK0069  NGVD 29 (??/??/92)  317.241  (m)         1040.81   (f) ADJ UNCH    1 2
 MK0069
 MK0069.Superseded values are not recommended for survey control.
 MK0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0069.See file dsdata.txt to determine how the superseded data were derived.
 MK0069
 MK0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM416483(NAD 83)
 MK0069_MARKER: DB = BENCH MARK DISK
 MK0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0069_SP_SET: CONCRETE POST
 MK0069_STAMPING: B 129 1948
 MK0069_MARK LOGO: CGS   
 MK0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0069+STABILITY: SURFACE MOTION
 MK0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0069+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1989
 MK0069
 MK0069  HISTORY     - Date     Condition        Report By
 MK0069  HISTORY     - 1948     MONUMENTED       CGS
 MK0069  HISTORY     - 1949     GOOD             NGS
 MK0069  HISTORY     - 1981     GOOD             LOCENG
 MK0069  HISTORY     - 19890830 GOOD             NGS
 MK0069
 MK0069                          STATION DESCRIPTION
 MK0069
 MK0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0069'1.5 MI N FROM BLENCOE.
 MK0069'1.5 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0069'FROM THE STATION AT BLENCOE, AT A ROAD CROSSING, 159.0 FEET
 MK0069'NORTH OF THE NORTHWEST CORNER OF A RAILWAY TRESTLE (NUMBER 528)
 MK0069'OVER THE MC NEIL DITCH, 119.4 FEET SOUTHWEST OF THE SOUTHWEST
 MK0069'CORNER OF THE CONCRETE BASE OF RAIWLAY SIGNAL 74, 46.5 FEET NORTH
 MK0069'OF THE CENTER LINE OF THE ROAD, 44.9 FEET WEST OF THE WEST RAIL
 MK0069'OF THE TRACK, 12.3 FEET WEST OF A TELEGRAPH POLE, 2.1 FEET EAST
 MK0069'OF THE WEST RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF A REFERENCE
 MK0069'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MK0069'WITH THE SURFACE OF THE GROUND.
 MK0069
 MK0069                          STATION RECOVERY (1949)
 MK0069
 MK0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 MK0069'RECOVERED IN GOOD CONDITION.
 MK0069
 MK0069                          STATION RECOVERY (1981)
 MK0069
 MK0069'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MK0069'RECOVERED IN GOOD CONDITION.
 MK0069
 MK0069                          STATION RECOVERY (1989)
 MK0069
 MK0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0069'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. CHANGE--1.5
 MK0069'MILES, TO 2.2 KM (1.35 MI), AND STATION, TO MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0086 ***********************************************************************
 NL0086  DESIGNATION -  B 13
 NL0086  PID         -  NL0086
 NL0086  STATE/COUNTY-  IA/WEBSTER
 NL0086  USGS QUAD   -  MOORLAND (1965)
 NL0086
 NL0086                         *CURRENT SURVEY CONTROL
 NL0086  ___________________________________________________________________
 NL0086* NAD 83(1986)-  42 29 42.     (N)    094 15 56.     (W)     SCALED    
 NL0086* NAVD 88     -       341.673  (meters)    1120.97   (feet)  ADJUSTED  
 NL0086  ___________________________________________________________________
 NL0086  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 NL0086  DYNAMIC HT  -         341.560 (meters)    1120.60  (feet)  COMP
 NL0086  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 NL0086
 NL0086  VERT ORDER  -  FIRST     CLASS II
 NL0086
 NL0086.The horizontal coordinates were scaled from a topographic map and have
 NL0086.an estimated accuracy of +/- 6 seconds.
 NL0086
 NL0086.The orthometric height was determined by differential leveling
 NL0086.and adjusted by the National Geodetic Survey in June 1991..
 NL0086
 NL0086.The geoid height was determined by GEOID03.
 NL0086
 NL0086.The dynamic height is computed by dividing the NAVD 88
 NL0086.geopotential number by the normal gravity value computed on the
 NL0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0086.degrees latitude (g = 980.6199 gals.).
 NL0086
 NL0086.The modeled gravity was interpolated from observed gravity values.
 NL0086
 NL0086;                    North         East    Units  Estimated Accuracy
 NL0086;SPC IA N     - 1,110,810.    1,437,070.      MT  (+/- 180 meters Scaled)
 NL0086
 NL0086                          SUPERSEDED SURVEY CONTROL
 NL0086
 NL0086  NGVD 29 (??/??/92)  341.625  (m)         1120.81   (f) ADJ UNCH    1 2
 NL0086
 NL0086.Superseded values are not recommended for survey control.
 NL0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0086.See file dsdata.txt to determine how the superseded data were derived.
 NL0086
 NL0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH960055(NAD 83)
 NL0086_MARKER: DB = BENCH MARK DISK
 NL0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0086_STAMPING: 1120.815 B 13 1933
 NL0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0086+STABILITY: SURFACE MOTION
 NL0086
 NL0086  HISTORY     - Date     Condition        Report By
 NL0086  HISTORY     - 1933     MONUMENTED       CGS
 NL0086  HISTORY     - 1934     GOOD             NGS
 NL0086
 NL0086                          STATION DESCRIPTION
 NL0086
 NL0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0086'1.5 MI E FROM TARA.
 NL0086'1.5 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM TARA,
 NL0086'WEBSTER COUNTY, 1/2 MILE WEST OF MILEPOST 379, 70 FEET EAST
 NL0086'OF THE CENTERLINE OF A COUNTY ROAD, 41.5 FEET EAST OF THE FIRST
 NL0086'POWER-TRANSMISSION LINE POLE NORTH OF THE TRACK, 39.9 FEET
 NL0086'NORTH OF THE CENTERLINE OF THE TRACK, AND 10 FEET SOUTH OF
 NL0086'A FENCE.  A STANDARD DISK, STAMPED 1120.815 B 13 1933 AND SET
 NL0086'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0020 ***********************************************************************
 MK0020  DESIGNATION -  B 130
 MK0020  PID         -  MK0020
 MK0020  STATE/COUNTY-  IA/HARRISON
 MK0020  USGS QUAD   -  MONDAMIN (1970)
 MK0020
 MK0020                         *CURRENT SURVEY CONTROL
 MK0020  ___________________________________________________________________
 MK0020* NAD 83(1986)-  41 39 10.     (N)    096 00 52.     (W)     SCALED    
 MK0020* NAVD 88     -       309.559  (meters)    1015.61   (feet)  ADJUSTED  
 MK0020  ___________________________________________________________________
 MK0020  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 MK0020  DYNAMIC HT  -         309.424 (meters)    1015.17  (feet)  COMP
 MK0020  MODELED GRAV-     980,179.9   (mgal)                       NAVD 88
 MK0020
 MK0020  VERT ORDER  -  FIRST     CLASS II
 MK0020
 MK0020.The horizontal coordinates were scaled from a topographic map and have
 MK0020.an estimated accuracy of +/- 6 seconds.
 MK0020
 MK0020.The orthometric height was determined by differential leveling
 MK0020.and adjusted by the National Geodetic Survey in June 1991..
 MK0020.WARNING-Repeat measurements at this control monument indicate possible
 MK0020.vertical movement.
 MK0020
 MK0020.The geoid height was determined by GEOID03.
 MK0020
 MK0020.The dynamic height is computed by dividing the NAVD 88
 MK0020.geopotential number by the normal gravity value computed on the
 MK0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0020.degrees latitude (g = 980.6199 gals.).
 MK0020
 MK0020.The modeled gravity was interpolated from observed gravity values.
 MK0020
 MK0020;                    North         East    Units  Estimated Accuracy
 MK0020;SPC IA S     -   186,570.      290,580.      MT  (+/- 180 meters Scaled)
 MK0020
 MK0020                          SUPERSEDED SURVEY CONTROL
 MK0020
 MK0020  NGVD 29 (??/??/92)  309.382  (m)         1015.03   (f) ADJ UNCH    1 2
 MK0020
 MK0020.Superseded values are not recommended for survey control.
 MK0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0020.See file dsdata.txt to determine how the superseded data were derived.
 MK0020
 MK0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM486155(NAD 83)
 MK0020_MARKER: DB = BENCH MARK DISK
 MK0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0020_SP_SET: CONCRETE POST
 MK0020_STAMPING: B 130 1948
 MK0020_MARK LOGO: CGS   
 MK0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0020+STABILITY: SURFACE MOTION
 MK0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0020+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1989
 MK0020
 MK0020  HISTORY     - Date     Condition        Report By
 MK0020  HISTORY     - 1948     MONUMENTED       CGS
 MK0020  HISTORY     - 19890807 GOOD             NGS
 MK0020
 MK0020                          STATION DESCRIPTION
 MK0020
 MK0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0020'2.4 MI N FROM MODALE.
 MK0020'2.35 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0020'FROM THE STATION AT MODALE, 0.5 MILE NORTH OF A PRIVATE ROAD
 MK0020'CROSSING, 0.3 MILE SOUTH OF A ROAD CROSSING, 300.0 FEET NORTH
 MK0020'OF A WHISTLE POST, 45.3 FEET EAST OF THE EAST RAIL, 5.8 FEET
 MK0020'SOUTHWEST OF A FENCE CORNER, 1.3 FEET EAST OF A TELEPHONE POLE,
 MK0020'1.2 FEET SOUTH OF A WITNESS POST, 1.0 FOOT WEST OF A FENCE, SET
 MK0020'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MK0020'GROUND.
 MK0020
 MK0020                          STATION RECOVERY (1989)
 MK0020
 MK0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0020'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.6 KM
 MK0020'(2.25 MI) NORTHERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 MK0020'ITS JUNCTION WITH STATE HIGHWAY 300 IN MODALE, 0.5 KM (0.30 MI) SOUTH
 MK0020'OF A ROAD INTERSECTION, 13.8 M (45.3 FT) EAST OF THE NEAR RAIL, 2.6 M
 MK0020'(8.5 FT) SOUTHEAST OF A UTILITY POLE, 1.5 M (4.9 FT) BELOW THE LEVEL
 MK0020'OF THE TRACKS, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND IN A
 MK0020'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0831 ***********************************************************************
 MJ0831  DESIGNATION -  B 131
 MJ0831  PID         -  MJ0831
 MJ0831  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0831  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0831
 MJ0831                         *CURRENT SURVEY CONTROL
 MJ0831  ___________________________________________________________________
 MJ0831* NAD 83(1986)-  41 10 27.     (N)    095 50 00.     (W)     SCALED    
 MJ0831* NAVD 88     -       295.387  (meters)     969.12   (feet)  ADJUSTED  
 MJ0831  ___________________________________________________________________
 MJ0831  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 MJ0831  DYNAMIC HT  -         295.268 (meters)     968.73  (feet)  COMP
 MJ0831  MODELED GRAV-     980,213.1   (mgal)                       NAVD 88
 MJ0831
 MJ0831  VERT ORDER  -  SECOND    CLASS 0
 MJ0831
 MJ0831.The horizontal coordinates were scaled from a topographic map and have
 MJ0831.an estimated accuracy of +/- 6 seconds.
 MJ0831
 MJ0831.The orthometric height was determined by differential leveling
 MJ0831.and adjusted by the National Geodetic Survey in June 1991..
 MJ0831
 MJ0831.The geoid height was determined by GEOID03.
 MJ0831
 MJ0831.The dynamic height is computed by dividing the NAVD 88
 MJ0831.geopotential number by the normal gravity value computed on the
 MJ0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0831.degrees latitude (g = 980.6199 gals.).
 MJ0831
 MJ0831.The modeled gravity was interpolated from observed gravity values.
 MJ0831
 MJ0831;                    North         East    Units  Estimated Accuracy
 MJ0831;SPC IA S     -   133,020.      304,240.      MT  (+/- 180 meters Scaled)
 MJ0831
 MJ0831                          SUPERSEDED SURVEY CONTROL
 MJ0831
 MJ0831.No superseded survey control is available for this station.
 MJ0831
 MJ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF623619(NAD 83)
 MJ0831_MARKER: DB = BENCH MARK DISK
 MJ0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0831_STAMPING: B 131 1948
 MJ0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0831+STABILITY: SURFACE MOTION
 MJ0831
 MJ0831  HISTORY     - Date     Condition        Report By
 MJ0831  HISTORY     - 1948     MONUMENTED       CGS
 MJ0831
 MJ0831                          STATION DESCRIPTION
 MJ0831
 MJ0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0831'7.2 MI SW FROM COUNCIL BLUFFS.
 MJ0831'6.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0831'FROM THE STATION AT COUNCIL BLUFFS, THENCE 0.6 MILE WEST ALONG
 MJ0831'A GRAVEL ROAD WHICH FOLLOWS ALONG THE SOUTH END OF CARR LAKE,
 MJ0831'THENCE 0.1 MILE NORTH ALONG A DIRT ROAD, THENCE 0.5 MILE WEST
 MJ0831'ALONG A ROAD ON TOP OF A LEVEE (THIS LEVEE FOLLOWS THE OUTLET
 MJ0831'FROM CARR LAKE), ABOUT 300.0 FEET WEST OF THE CROSSING OF THE
 MJ0831'GLOBE OIL AND REFINERY COMPANY PIPE LINE AND ALSO THE JUNCTION
 MJ0831'OF A HIGH RIVER LEVEE LEADING SOUTH, 87.0 FEET SOUTH OF THE
 MJ0831'TOP OF THE WEST END OF THE LEVEE AND THE POINT WHERE THE ROAD ON
 MJ0831'THE TOP OF THE LEVEE TURNS SOUTH, ABOUT 65.0 FEET NORTH OF A
 MJ0831'POINT WHERE THE DIRT TRAIL TURNS WEST, 17.6 FEET EAST OF THE
 MJ0831'CENTER LINE OF THE DIRT TRAIL, ALONG THE SOUTH EDGE OF A WILLOW
 MJ0831'THICKET WHICH BORDERS THE LEVEE, 6.0 FEET SOUTH OF A 18-INCH
 MJ0831'ELM TREE, 1.5 FEET WEST OF A 4 X 4 REFERENCE POST, SET IN THE
 MJ0831'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0832 ***********************************************************************
 MJ0832  DESIGNATION -  B 131 RESET
 MJ0832  PID         -  MJ0832
 MJ0832  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0832  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0832
 MJ0832                         *CURRENT SURVEY CONTROL
 MJ0832  ___________________________________________________________________
 MJ0832* NAD 83(1986)-  41 10 27.     (N)    095 50 00.     (W)     SCALED    
 MJ0832* NAVD 88     -       294.94   (meters)     967.6    (feet)  RESET     
 MJ0832  ___________________________________________________________________
 MJ0832  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 MJ0832
 MJ0832  VERT ORDER  -  THIRD
 MJ0832
 MJ0832.The horizontal coordinates were scaled from a topographic map and have
 MJ0832.an estimated accuracy of +/- 6 seconds.
 MJ0832
 MJ0832.The orthometric height was computed from unverified reset data.
 MJ0832
 MJ0832.The geoid height was determined by GEOID03.
 MJ0832
 MJ0832;                    North         East    Units  Estimated Accuracy
 MJ0832;SPC IA S     -   133,020.      304,240.      MT  (+/- 180 meters Scaled)
 MJ0832
 MJ0832                          SUPERSEDED SURVEY CONTROL
 MJ0832
 MJ0832  NGVD 29 (??/??/??)  294.85   (m)          967.4    (f) RESET       3  
 MJ0832
 MJ0832.Superseded values are not recommended for survey control.
 MJ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0832.See file dsdata.txt to determine how the superseded data were derived.
 MJ0832
 MJ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF623619(NAD 83)
 MJ0832_MARKER: DB = BENCH MARK DISK
 MJ0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0832+STABILITY: SURFACE MOTION
 MJ0832
 MJ0832  HISTORY     - Date     Condition        Report By
 MJ0832  HISTORY     - 1955     MONUMENTED       CGS
 MJ0832  HISTORY     - 1955     GOOD             NGS
 MJ0832
 MJ0832                          STATION DESCRIPTION
 MJ0832
 MJ0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MJ0832'6 MI S FROM COUNCIL BLUFFS.
 MJ0832'6.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0832'FROM THE STATION AT COUNCIL BLUFFS, POTTAWATTAMIE COUNTY, THENCE
 MJ0832'0.6 MILE WEST ALONG A GRAVEL ROAD FOLLOWING THE SOUTH END OF
 MJ0832'CARR LAKE, THENCE 0.1 MILE NORTH ALONG A DIRT ROAD, AND THENCE
 MJ0832'0.5 MILE WEST ALONG A ROAD ON TOP OF A LEVEE (THIS LEVEE FOLLOWS
 MJ0832'THE OUTLET FROM CARR LAKE), ABOUT 300.0 FEET WEST OF THE CROSSING
 MJ0832'OF THE GLOBE OIL AND REFINERY COMPANY PIPE LINE AND ALSO THE
 MJ0832'JUNCTION OF A HIGH RIVER LEVEE LEADING SOUTH, 87.0 FEET SOUTH
 MJ0832'OF THE TOP OF THE WEST END OF THE LEVEE AND THE POINT WHERE
 MJ0832'THE ROAD ON THE TOP OF THE LEVEE TURNS SOUTH, 65.0 FEET NORTH
 MJ0832'OF A POINT WHERE THE DIRT TRAIL TURNS WEST, 17.6 FEET EAST OF
 MJ0832'THE CENTERLINE OF THE DIRT TRAIL, ALONG THE SOUTH EDGE OF A
 MJ0832'WILLOW THICKET WHICH BORDERS THE LEVEE, 6.0 FEET SOUTH OF A
 MJ0832'18-INCH ELM TREE, 1.5 FEET WEST OF A 4 X 4 REFERENCE POST, SET
 MJ0832'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 MJ0832'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0969 ***********************************************************************
 MJ0969  DESIGNATION -  B 132
 MJ0969  PID         -  MJ0969
 MJ0969  STATE/COUNTY-  IA/HARRISON
 MJ0969  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0969
 MJ0969                         *CURRENT SURVEY CONTROL
 MJ0969  ___________________________________________________________________
 MJ0969* NAD 83(1986)-  41 33 23.     (N)    095 53 18.     (W)     SCALED    
 MJ0969* NAVD 88     -       310.604  (meters)    1019.04   (feet)  ADJUSTED  
 MJ0969  ___________________________________________________________________
 MJ0969  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 MJ0969  DYNAMIC HT  -         310.461 (meters)    1018.57  (feet)  COMP
 MJ0969  MODELED GRAV-     980,152.4   (mgal)                       NAVD 88
 MJ0969
 MJ0969  VERT ORDER  -  FIRST     CLASS II
 MJ0969
 MJ0969.The horizontal coordinates were scaled from a topographic map and have
 MJ0969.an estimated accuracy of +/- 6 seconds.
 MJ0969
 MJ0969.The orthometric height was determined by differential leveling
 MJ0969.and adjusted by the National Geodetic Survey in June 1991..
 MJ0969.WARNING-Repeat measurements at this control monument indicate possible
 MJ0969.vertical movement.
 MJ0969
 MJ0969.The geoid height was determined by GEOID03.
 MJ0969
 MJ0969.The dynamic height is computed by dividing the NAVD 88
 MJ0969.geopotential number by the normal gravity value computed on the
 MJ0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0969.degrees latitude (g = 980.6199 gals.).
 MJ0969
 MJ0969.The modeled gravity was interpolated from observed gravity values.
 MJ0969
 MJ0969;                    North         East    Units  Estimated Accuracy
 MJ0969;SPC IA S     -   175,570.      300,790.      MT  (+/- 180 meters Scaled)
 MJ0969
 MJ0969                          SUPERSEDED SURVEY CONTROL
 MJ0969
 MJ0969  NGVD 29 (??/??/92)  310.476  (m)         1018.62   (f) ADJ UNCH    1 2
 MJ0969
 MJ0969.Superseded values are not recommended for survey control.
 MJ0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0969.See file dsdata.txt to determine how the superseded data were derived.
 MJ0969
 MJ0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG591045(NAD 83)
 MJ0969_MARKER: DB = BENCH MARK DISK
 MJ0969_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MJ0969_SP_SET: FOUNDATION
 MJ0969_STAMPING: B 132 1948
 MJ0969_MARK LOGO: CGS   
 MJ0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0969+STABILITY: SURFACE MOTION
 MJ0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0969+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 MJ0969
 MJ0969  HISTORY     - Date     Condition        Report By
 MJ0969  HISTORY     - 1948     MONUMENTED       CGS
 MJ0969  HISTORY     - 19890803 GOOD             NGS
 MJ0969  HISTORY     - 20060830 GOOD             GEOCAC
 MJ0969
 MJ0969                          STATION DESCRIPTION
 MJ0969
 MJ0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0969'AT MISSOURI VALLEY.
 MJ0969'AT MISSOURI VALLEY, AT THE POST OFFICE, 7.4 FEET NORTH OF THE
 MJ0969'SOUTHWEST CORNER OF THE BUILDING, 3.9 FEET NORTH OF THE NORTH
 MJ0969'EDGE OF THE CORNER STONE WHICH IS IN THE WEST WALL JUST NORTH
 MJ0969'OF THE SOUTHWEST CORNER OF THE BUILDING, 1.1 FEET ABOVE THE
 MJ0969'GROUND, SET VERTICALLY IN THE WEST WALL OF THE POST OFFICE.
 MJ0969
 MJ0969                          STATION RECOVERY (1989)
 MJ0969
 MJ0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0969'RECOVERED IN GOOD CONDITION.
 MJ0969
 MJ0969                          STATION RECOVERY (2006)
 MJ0969
 MJ0969'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MJ0969'EAST OF 5TH ST AND NORTH OF THE MAIN STREET, EAST ERIE. CORNERSTONE
 MJ0969'1932. HANDHELD COORDINATES N41 33 24.6 W095 53 20.5, SKY OBSTRUCTED BY
 MJ0969'BUILDING AND SHRUBBERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0591 ***********************************************************************
 MJ0591  DESIGNATION -  B 133
 MJ0591  PID         -  MJ0591
 MJ0591  STATE/COUNTY-  IA/MILLS
 MJ0591  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0591
 MJ0591                         *CURRENT SURVEY CONTROL
 MJ0591  ___________________________________________________________________
 MJ0591* NAD 83(1986)-  41 07 17.     (N)    095 49 01.     (W)     SCALED    
 MJ0591* NAVD 88     -       296.277  (meters)     972.04   (feet)  ADJUSTED  
 MJ0591  ___________________________________________________________________
 MJ0591  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 MJ0591  DYNAMIC HT  -         296.155 (meters)     971.64  (feet)  COMP
 MJ0591  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 MJ0591
 MJ0591  VERT ORDER  -  FIRST     CLASS II
 MJ0591
 MJ0591.The horizontal coordinates were scaled from a topographic map and have
 MJ0591.an estimated accuracy of +/- 6 seconds.
 MJ0591
 MJ0591.The orthometric height was determined by differential leveling
 MJ0591.and adjusted by the National Geodetic Survey in June 1991..
 MJ0591.WARNING-Repeat measurements at this control monument indicate possible
 MJ0591.vertical movement.
 MJ0591
 MJ0591.The geoid height was determined by GEOID03.
 MJ0591
 MJ0591.The dynamic height is computed by dividing the NAVD 88
 MJ0591.geopotential number by the normal gravity value computed on the
 MJ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0591.degrees latitude (g = 980.6199 gals.).
 MJ0591
 MJ0591.The modeled gravity was interpolated from observed gravity values.
 MJ0591
 MJ0591;                    North         East    Units  Estimated Accuracy
 MJ0591;SPC IA S     -   127,120.      305,450.      MT  (+/- 180 meters Scaled)
 MJ0591
 MJ0591                          SUPERSEDED SURVEY CONTROL
 MJ0591
 MJ0591  NGVD 29 (??/??/92)  296.203  (m)          971.79   (f) ADJ UNCH    1 2
 MJ0591
 MJ0591.Superseded values are not recommended for survey control.
 MJ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0591.See file dsdata.txt to determine how the superseded data were derived.
 MJ0591
 MJ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF635560(NAD 83)
 MJ0591_MARKER: DB = BENCH MARK DISK
 MJ0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0591_SP_SET: CONCRETE POST
 MJ0591_STAMPING: B 133 1948
 MJ0591_MARK LOGO: CGS   
 MJ0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0591+STABILITY: SURFACE MOTION
 MJ0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0591+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1989
 MJ0591
 MJ0591  HISTORY     - Date     Condition        Report By
 MJ0591  HISTORY     - 1948     MONUMENTED       CGS
 MJ0591  HISTORY     - 19890725 GOOD             NGS
 MJ0591
 MJ0591                          STATION DESCRIPTION
 MJ0591
 MJ0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0591'9.6 MI S FROM COUNCIL BLUFFS.
 MJ0591'9.6 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MJ0591'RAILROAD FROM THE STATION AT COUNCIL BLUFFS, AT RAILROAD MILEAGE
 MJ0591'482.6, 47.2 FEET EAST OF THE EAST RAIL, 20.0 FEET NORTH OF THE
 MJ0591'CENTER LINE OF A GATE, 11.4 FEET NORTHEAST OF THE 5TH POLE
 MJ0591'SOUTH OF A PUBLIC ROAD CROSSING, 1.3 FEET NORTH OF A 4 X 4
 MJ0591'REFERENCE POST, 1.0 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE,
 MJ0591'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 MJ0591'ABOVE THE GROUND.  BENCH MARK IS 1.0 MILE NORTH ALONG THE
 MJ0591'CHICAGO, BURLINGTON AND PACIFIC RAILROAD FROM BENCH MARK J 130.
 MJ0591
 MJ0591                          STATION RECOVERY (1989)
 MJ0591
 MJ0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0591'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.6 KM
 MJ0591'(7.20 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 MJ0591'JUNCTION OF STATE HIGHWAY 385 BUSINESS IN PACIFIC JUNCTION.
 MJ0591'DELETE--20.0 FEET NORTH OF THE CENTER OF A GATE, AND 1.3 FEET NORTH OF
 MJ0591'A 4X4 REFERENCE POST.  ADD--0.3 M (1.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1173 ***********************************************************************
 LF1173  DESIGNATION -  B 134
 LF1173  PID         -  LF1173
 LF1173  STATE/COUNTY-  IA/FREMONT
 LF1173  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1173
 LF1173                         *CURRENT SURVEY CONTROL
 LF1173  ___________________________________________________________________
 LF1173* NAD 83(1986)-  40 43 27.     (N)    095 51 43.     (W)     SCALED    
 LF1173* NAVD 88     -       283.191  (meters)     929.10   (feet)  ADJUSTED  
 LF1173  ___________________________________________________________________
 LF1173  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 LF1173  DYNAMIC HT  -         283.044 (meters)     928.62  (feet)  COMP
 LF1173  MODELED GRAV-     980,098.9   (mgal)                       NAVD 88
 LF1173
 LF1173  VERT ORDER  -  SECOND    CLASS 0
 LF1173
 LF1173.The horizontal coordinates were scaled from a topographic map and have
 LF1173.an estimated accuracy of +/- 6 seconds.
 LF1173
 LF1173.The orthometric height was determined by differential leveling
 LF1173.and adjusted by the National Geodetic Survey in June 1991..
 LF1173
 LF1173.The geoid height was determined by GEOID03.
 LF1173
 LF1173.The dynamic height is computed by dividing the NAVD 88
 LF1173.geopotential number by the normal gravity value computed on the
 LF1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1173.degrees latitude (g = 980.6199 gals.).
 LF1173
 LF1173.The modeled gravity was interpolated from observed gravity values.
 LF1173
 LF1173;                    North         East    Units  Estimated Accuracy
 LF1173;SPC IA S     -    83,130.      300,480.      MT  (+/- 180 meters Scaled)
 LF1173
 LF1173                          SUPERSEDED SURVEY CONTROL
 LF1173
 LF1173  NGVD 29 (??/??/92)  283.095  (m)          928.79   (f) ADJ UNCH    2 0
 LF1173
 LF1173.Superseded values are not recommended for survey control.
 LF1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1173.See file dsdata.txt to determine how the superseded data were derived.
 LF1173
 LF1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF582120(NAD 83)
 LF1173_MARKER: DB = BENCH MARK DISK
 LF1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1173_STAMPING: B 134 1948
 LF1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1173+STABILITY: SURFACE MOTION
 LF1173
 LF1173  HISTORY     - Date     Condition        Report By
 LF1173  HISTORY     - 1948     MONUMENTED       CGS
 LF1173
 LF1173                          STATION DESCRIPTION
 LF1173
 LF1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1173'4.8 MI NW FROM NEBRASKA CITY.
 LF1173'0.15 MILE EAST ALONG IOWA STATE HIGHWAY 2 FROM THE EAST END
 LF1173'OF THE NEBRASKA CITY BRIDGE AT NEBRASKA CITY, NEBRASKA THENCE
 LF1173'3.3 MILES NORTH ALONG A DIRT ROAD KNOWN AS THE RICKETTS SCHOOL
 LF1173'ROAD, THENCE 1.4 MILES WEST ALONG A DIRT ROAD, 0.65 MILE WEST
 LF1173'OF THE JUNCTION OF A ROAD LEADING NORTH, SET MIDWAY BETWEEN
 LF1173'TWO LARGE COTTONWOOD TREES WHICH ARE 18 FEET APART, 72.5 FEET
 LF1173'SOUTH OF THE CENTER LINE OF THE ROAD, 16.0 FEET NORTHEAST OF
 LF1173'THE SOUTHEAST CORNER OF THE DWELLING OF DONALD GRAHAM, SET IN
 LF1173'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 LF1173'GROUND.  NOTE-- THE DIRT ROAD LEADING WEST MAKES A TURN TO THE
 LF1173'SOUTHWEST JUST AFTER PASSING THE GRAHAM FARM BUILDINGS.
 LF1173'NOTE-- MARK IS 0.2 MILE SOUTH AND 0.65 MILE WEST ALONG DIRT
 LF1173'ROADS FROM BENCH MARK 112/2 MRC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0832 ***********************************************************************
 LF0832  DESIGNATION -  B 135
 LF0832  PID         -  LF0832
 LF0832  STATE/COUNTY-  IA/FREMONT
 LF0832  USGS QUAD   -  HAMBURG (1984)
 LF0832
 LF0832                         *CURRENT SURVEY CONTROL
 LF0832  ___________________________________________________________________
 LF0832* NAD 83(1986)-  40 36 02.     (N)    095 40 23.     (W)     SCALED    
 LF0832* NAVD 88     -       275.846  (meters)     905.00   (feet)  ADJUSTED  
 LF0832  ___________________________________________________________________
 LF0832  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LF0832  DYNAMIC HT  -         275.700 (meters)     904.53  (feet)  COMP
 LF0832  MODELED GRAV-     980,090.1   (mgal)                       NAVD 88
 LF0832
 LF0832  VERT ORDER  -  FIRST     CLASS II
 LF0832
 LF0832.The horizontal coordinates were scaled from a topographic map and have
 LF0832.an estimated accuracy of +/- 6 seconds.
 LF0832
 LF0832.The orthometric height was determined by differential leveling
 LF0832.and adjusted by the National Geodetic Survey in June 1991..
 LF0832
 LF0832.The geoid height was determined by GEOID03.
 LF0832
 LF0832.The dynamic height is computed by dividing the NAVD 88
 LF0832.geopotential number by the normal gravity value computed on the
 LF0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0832.degrees latitude (g = 980.6199 gals.).
 LF0832
 LF0832.The modeled gravity was interpolated from observed gravity values.
 LF0832
 LF0832;                    North         East    Units  Estimated Accuracy
 LF0832;SPC IA S     -    68,990.      316,090.      MT  (+/- 180 meters Scaled)
 LF0832
 LF0832                          SUPERSEDED SURVEY CONTROL
 LF0832
 LF0832  NGVD 29 (??/??/92)  275.752  (m)          904.70   (f) ADJ UNCH    1 2
 LF0832
 LF0832.Superseded values are not recommended for survey control.
 LF0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0832.See file dsdata.txt to determine how the superseded data were derived.
 LF0832
 LF0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE738978(NAD 83)
 LF0832_MARKER: DB = BENCH MARK DISK
 LF0832_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LF0832_SP_SET: ABUTMENT
 LF0832_STAMPING: B 135 1948
 LF0832_MARK LOGO: CGS   
 LF0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0832+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 LF0832
 LF0832  HISTORY     - Date     Condition        Report By
 LF0832  HISTORY     - 1948     MONUMENTED       CGS
 LF0832  HISTORY     - 19890726 GOOD             NGS
 LF0832
 LF0832                          STATION DESCRIPTION
 LF0832
 LF0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0832'0.7 MI NW FROM HAMBURG.
 LF0832'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0832'RAILROAD FROM THE STATION AT HAMBURG, SET IN THE TOP OF THE
 LF0832'NORTHEAST END OF THE SOUTHEAST ABUTMENT OF STEEL BRIDGE 142.72
 LF0832'OVER THE IOWA DRAINAGE DITCH, 49.0 FEET NORTH OF THE CENTER
 LF0832'LINE OF AN EAST-WEST ROAD, 6.0 FEET NORTHEAST OF THE NORTHEAST
 LF0832'RAIL, 4.8 FEET BELOW THE SURFACE OF THE TRACKS, 0.9 FOOT NORTHWEST
 LF0832'OF THE SOUTHEAST FACE OF THE ABUTMENT, 0.8 FOOT SOUTHWEST OF THE
 LF0832'NORTHEAST END OF THE ABUTMENT.
 LF0832
 LF0832                          STATION RECOVERY (1989)
 LF0832
 LF0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0832'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.3 KM (0.80
 LF0832'MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0832'JUNCTION OF MAIN STREET IN HAMBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0006 ***********************************************************************
 MK0006  DESIGNATION -  B 136
 MK0006  PID         -  MK0006
 MK0006  STATE/COUNTY-  IA/HARRISON
 MK0006  USGS QUAD   -  MODALE (1970)
 MK0006
 MK0006                         *CURRENT SURVEY CONTROL
 MK0006  ___________________________________________________________________
 MK0006* NAD 83(1986)-  41 36 12.     (N)    096 00 26.     (W)     SCALED    
 MK0006* NAVD 88     -       308.433  (meters)    1011.92   (feet)  ADJUSTED  
 MK0006  ___________________________________________________________________
 MK0006  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 MK0006  DYNAMIC HT  -         308.295 (meters)    1011.46  (feet)  COMP
 MK0006  MODELED GRAV-     980,169.7   (mgal)                       NAVD 88
 MK0006
 MK0006  VERT ORDER  -  FIRST     CLASS II
 MK0006
 MK0006.The horizontal coordinates were scaled from a topographic map and have
 MK0006.an estimated accuracy of +/- 6 seconds.
 MK0006
 MK0006.The orthometric height was determined by differential leveling
 MK0006.and adjusted by the National Geodetic Survey in June 1991..
 MK0006
 MK0006.The geoid height was determined by GEOID03.
 MK0006
 MK0006.The dynamic height is computed by dividing the NAVD 88
 MK0006.geopotential number by the normal gravity value computed on the
 MK0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0006.degrees latitude (g = 980.6199 gals.).
 MK0006
 MK0006.The modeled gravity was interpolated from observed gravity values.
 MK0006
 MK0006;                    North         East    Units  Estimated Accuracy
 MK0006;SPC IA S     -   181,060.      291,020.      MT  (+/- 180 meters Scaled)
 MK0006
 MK0006                          SUPERSEDED SURVEY CONTROL
 MK0006
 MK0006  NGVD 29 (??/??/92)  308.284  (m)         1011.43   (f) ADJ UNCH    1 2
 MK0006
 MK0006.Superseded values are not recommended for survey control.
 MK0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0006.See file dsdata.txt to determine how the superseded data were derived.
 MK0006
 MK0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM494100(NAD 83)
 MK0006_MARKER: DB = BENCH MARK DISK
 MK0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0006_SP_SET: CONCRETE POST
 MK0006_STAMPING: B 136 1948
 MK0006_MARK LOGO: CGS   
 MK0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0006+STABILITY: SURFACE MOTION
 MK0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0006+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1989
 MK0006
 MK0006  HISTORY     - Date     Condition        Report By
 MK0006  HISTORY     - 1948     MONUMENTED       CGS
 MK0006  HISTORY     - 1948     GOOD             NGS
 MK0006  HISTORY     - 19890804 GOOD             NGS
 MK0006
 MK0006                          STATION DESCRIPTION
 MK0006
 MK0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0006'1.1 MI S FROM MODALE.
 MK0006'1.1 MILES SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE MODALE
 MK0006'CONSOLIDATED SCHOOL AT MODALE, AT THE NORTHEAST POINT OF A
 MK0006'TRIANGLE FORMED BY A T ROAD JUNCTION, 114.0 FEET NORTHEAST OF THE
 MK0006'CENTER LINE OF THE HIGHWAY, 43.2 FEET WEST OF THE WEST RAIL
 MK0006'OF THE CHICAGO AND NORTH WESTERN RAILWAY TRACK, 32.0 FEET SOUTH
 MK0006'OF THE CENTER LINE OF THE EAST-WEST ROAD, 23.0 FEET EAST OF THE
 MK0006'CENTER LINE OF THE NORTH-SOUTH ROAD, 1.6 FEET NORTH OF A
 MK0006'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 MK0006'ABOVE THE GROUND.
 MK0006
 MK0006                          STATION RECOVERY (1948)
 MK0006
 MK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MK0006'RECOVERED IN GOOD CONDITION.
 MK0006
 MK0006                          STATION RECOVERY (1989)
 MK0006
 MK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0006'RECOVERED IN GOOD CONDITION.  A NEW DECRIPTION FOLLOWS.  1.8 KM
 MK0006'(1.10 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 MK0006'ITS JUNCTION WITH STATE HIGHWAY 300 IN MODALE, 13.2 M (43.3 FT) WEST
 MK0006'OF THE NEAR RAIL, 9.8 M (32.2 FT) SOUTH OF THE CENTER OF A GRAVELED
 MK0006'ROAD, 7.0 M (23.0 FT) EAST OF THE CENTER OF A GRAVELED ROAD LEADING
 MK0006'SOUTH, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE TRACKS, 0.3 M (1.0 FT)
 MK0006'EAST OF A WITNESS POST, AND IN A CONCERTE MONUMENT THAT PROJECTS 0.1 M
 MK0006'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0712 ***********************************************************************
 MJ0712  DESIGNATION -  B 138
 MJ0712  PID         -  MJ0712
 MJ0712  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0712  USGS QUAD   -  LOVELAND (1994)
 MJ0712
 MJ0712                         *CURRENT SURVEY CONTROL
 MJ0712  ___________________________________________________________________
 MJ0712* NAD 83(1986)-  41 28 34.     (N)    095 56 14.     (W)     SCALED    
 MJ0712* NAVD 88     -       303.819  (meters)     996.78   (feet)  ADJUSTED  
 MJ0712  ___________________________________________________________________
 MJ0712  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 MJ0712  DYNAMIC HT  -         303.678 (meters)     996.32  (feet)  COMP
 MJ0712  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 MJ0712
 MJ0712  VERT ORDER  -  SECOND    CLASS 0
 MJ0712
 MJ0712.The horizontal coordinates were scaled from a topographic map and have
 MJ0712.an estimated accuracy of +/- 6 seconds.
 MJ0712
 MJ0712.The orthometric height was determined by differential leveling
 MJ0712.and adjusted by the National Geodetic Survey in June 1991..
 MJ0712
 MJ0712.The geoid height was determined by GEOID03.
 MJ0712
 MJ0712.The dynamic height is computed by dividing the NAVD 88
 MJ0712.geopotential number by the normal gravity value computed on the
 MJ0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0712.degrees latitude (g = 980.6199 gals.).
 MJ0712
 MJ0712.The modeled gravity was interpolated from observed gravity values.
 MJ0712
 MJ0712;                    North         East    Units  Estimated Accuracy
 MJ0712;SPC IA S     -   166,770.      296,460.      MT  (+/- 180 meters Scaled)
 MJ0712
 MJ0712                          SUPERSEDED SURVEY CONTROL
 MJ0712
 MJ0712  NGVD 29 (??/??/92)  303.679  (m)          996.32   (f) ADJ UNCH    2 0
 MJ0712
 MJ0712.Superseded values are not recommended for survey control.
 MJ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0712.See file dsdata.txt to determine how the superseded data were derived.
 MJ0712
 MJ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF547957(NAD 83)
 MJ0712_MARKER: DB = BENCH MARK DISK
 MJ0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0712_STAMPING: B 138 1948
 MJ0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0712+STABILITY: SURFACE MOTION
 MJ0712
 MJ0712  HISTORY     - Date     Condition        Report By
 MJ0712  HISTORY     - 1948     MONUMENTED       CGS
 MJ0712
 MJ0712                          STATION DESCRIPTION
 MJ0712
 MJ0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0712'3.9 MI W FROM LOVELAND.
 MJ0712'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0712'LOVELAND, THENCE 2.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.5
 MJ0712'MILES SOUTH ALONG A DIRT ROAD, NEAR A FARMHOUSE, 256.0 FEET
 MJ0712'SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST, 107.0 FEET
 MJ0712'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 83.5 FEET
 MJ0712'NORTH OF THE NORTHEAST CORNER FENCE POST OF A FENCE AROUND THE
 MJ0712'HOUSE, 20.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 MJ0712'ROAD, 0.8 FOOT EAST OF A FENCE, 1.5 FEET SOUTH OF A REFERENCE
 MJ0712'POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 MJ0712'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0742 ***********************************************************************
 MJ0742  DESIGNATION -  B 139
 MJ0742  PID         -  MJ0742
 MJ0742  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0742  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0742
 MJ0742                         *CURRENT SURVEY CONTROL
 MJ0742  ___________________________________________________________________
 MJ0742* NAD 83(1986)-  41 19 46.     (N)    095 55 20.     (W)     SCALED    
 MJ0742* NAVD 88     -       299.953  (meters)     984.10   (feet)  ADJUSTED  
 MJ0742  ___________________________________________________________________
 MJ0742  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 MJ0742  DYNAMIC HT  -         299.825 (meters)     983.68  (feet)  COMP
 MJ0742  MODELED GRAV-     980,189.0   (mgal)                       NAVD 88
 MJ0742
 MJ0742  VERT ORDER  -  SECOND    CLASS 0
 MJ0742
 MJ0742.The horizontal coordinates were scaled from a topographic map and have
 MJ0742.an estimated accuracy of +/- 6 seconds.
 MJ0742
 MJ0742.The orthometric height was determined by differential leveling
 MJ0742.and adjusted by the National Geodetic Survey in June 1991..
 MJ0742
 MJ0742.The geoid height was determined by GEOID03.
 MJ0742
 MJ0742.The dynamic height is computed by dividing the NAVD 88
 MJ0742.geopotential number by the normal gravity value computed on the
 MJ0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0742.degrees latitude (g = 980.6199 gals.).
 MJ0742
 MJ0742.The modeled gravity was interpolated from observed gravity values.
 MJ0742
 MJ0742;                    North         East    Units  Estimated Accuracy
 MJ0742;SPC IA S     -   150,460.      297,260.      MT  (+/- 180 meters Scaled)
 MJ0742
 MJ0742                          SUPERSEDED SURVEY CONTROL
 MJ0742
 MJ0742  NGVD 29 (??/??/92)  299.829  (m)          983.69   (f) ADJ UNCH    2 0
 MJ0742
 MJ0742.Superseded values are not recommended for survey control.
 MJ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0742.See file dsdata.txt to determine how the superseded data were derived.
 MJ0742
 MJ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF554794(NAD 83)
 MJ0742_MARKER: DB = BENCH MARK DISK
 MJ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0742_STAMPING: B 139 1948
 MJ0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0742+STABILITY: SURFACE MOTION
 MJ0742
 MJ0742  HISTORY     - Date     Condition        Report By
 MJ0742  HISTORY     - 1948     MONUMENTED       CGS
 MJ0742  HISTORY     - 1970     GOOD             NGS
 MJ0742  HISTORY     - 1973     GOOD             NGS
 MJ0742
 MJ0742                          STATION DESCRIPTION
 MJ0742
 MJ0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0742'6 MI SW FROM CRESCENT.
 MJ0742'0.1 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE POST OFFICE AT CRESCENT,
 MJ0742'THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG
 MJ0742'A DIRT ROAD, THENCE 1.4 MILES WEST ALONG A DIRT ROAD, THENCE 1.1
 MJ0742'MILES SOUTH ALONG A DIRT ROAD, THENCE 0.7 MILE WEST ALONG A DIRT
 MJ0742'ROAD, THENCE 1.0 MILE SOUTH ALONG A FIELD ROAD, AT THE SITE OF AN
 MJ0742'OLD FARMHOUSE, 39.0 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 MJ0742'ROAD, 27 FEET EAST OF A LARGE COTTONWOOD TREE, 3 FEET NORTH OF THE
 MJ0742'SOUTH EDGE OF VEGITATION AT EDGE OF CULTIVATED FIELD, AND SET IN
 MJ0742'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.
 MJ0742'NOTE-- PART OF THE DISK HAS BEEN CUT OFF AND SOME OF THE CONCRETE
 MJ0742'TOP OF POST CHIPPED OFF.
 MJ0742
 MJ0742                          STATION RECOVERY (1973)
 MJ0742
 MJ0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MJ0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0319 ***********************************************************************
 NL0319  DESIGNATION -  B 14
 NL0319  PID         -  NL0319
 NL0319  STATE/COUNTY-  IA/IDA
 NL0319  USGS QUAD   -  IDA GROVE NW (1967)
 NL0319
 NL0319                         *CURRENT SURVEY CONTROL
 NL0319  ___________________________________________________________________
 NL0319* NAD 83(1986)-  42 29 05.     (N)    095 27 57.     (W)     SCALED    
 NL0319* NAVD 88     -       391.260  (meters)    1283.66   (feet)  ADJUSTED  
 NL0319  ___________________________________________________________________
 NL0319  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 NL0319  DYNAMIC HT  -         391.122 (meters)    1283.21  (feet)  COMP
 NL0319  MODELED GRAV-     980,257.6   (mgal)                       NAVD 88
 NL0319
 NL0319  VERT ORDER  -  FIRST     CLASS II
 NL0319
 NL0319.The horizontal coordinates were scaled from a topographic map and have
 NL0319.an estimated accuracy of +/- 6 seconds.
 NL0319
 NL0319.The orthometric height was determined by differential leveling
 NL0319.and adjusted by the National Geodetic Survey in June 1991..
 NL0319
 NL0319.The geoid height was determined by GEOID03.
 NL0319
 NL0319.The dynamic height is computed by dividing the NAVD 88
 NL0319.geopotential number by the normal gravity value computed on the
 NL0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0319.degrees latitude (g = 980.6199 gals.).
 NL0319
 NL0319.The modeled gravity was interpolated from observed gravity values.
 NL0319
 NL0319;                    North         East    Units  Estimated Accuracy
 NL0319;SPC IA N     - 1,111,260.    1,338,390.      MT  (+/- 180 meters Scaled)
 NL0319
 NL0319                          SUPERSEDED SURVEY CONTROL
 NL0319
 NL0319  NGVD 29 (??/??/92)  391.136  (m)         1283.25   (f) ADJ UNCH    1 2
 NL0319
 NL0319.Superseded values are not recommended for survey control.
 NL0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0319.See file dsdata.txt to determine how the superseded data were derived.
 NL0319
 NL0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH973065(NAD 83)
 NL0319_MARKER: DB = BENCH MARK DISK
 NL0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0319_STAMPING: 1283.252 B 14 1933
 NL0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0319+STABILITY: SURFACE MOTION
 NL0319
 NL0319  HISTORY     - Date     Condition        Report By
 NL0319  HISTORY     - 1933     MONUMENTED       CGS
 NL0319  HISTORY     - 1934     GOOD             NGS
 NL0319
 NL0319                          STATION DESCRIPTION
 NL0319
 NL0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0319'4.3 MI SW FROM GALVA.
 NL0319'4.3 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0319'FROM GALVA, IDA COUNTY, 150 YARDS SOUTHEAST OF THE EAST END OF
 NL0319'BRIDGE 1528, AT THE CROSSING OF THE ROAD ALONG THE EAST LINE
 NL0319'OF SEC. 32, T. 89 N., R. 39 W., 46.8 FEET NORTHEAST OF THE
 NL0319'CENTERLINE OF THE TRACK, 36 FEET WEST OF THE CENTERLINE OF THE
 NL0319'ROAD, AND 6.3 FEET SOUTH OF A POWER TRANSMISSION LINE POLE.  A
 NL0319'STANDARD DISK, STAMPED 1283.252 B 14 1933 AND SET IN THE TOP
 NL0319'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0640 ***********************************************************************
 MJ0640  DESIGNATION -  B 140
 MJ0640  PID         -  MJ0640
 MJ0640  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0640  USGS QUAD   -  LOVELAND (1994)
 MJ0640
 MJ0640                         *CURRENT SURVEY CONTROL
 MJ0640  ___________________________________________________________________
 MJ0640* NAD 83(1986)-  41 29 18.     (N)    095 53 16.     (W)     SCALED    
 MJ0640* NAVD 88     -       307.491  (meters)    1008.83   (feet)  ADJUSTED  
 MJ0640  ___________________________________________________________________
 MJ0640  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 MJ0640  DYNAMIC HT  -         307.348 (meters)    1008.36  (feet)  COMP
 MJ0640  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 MJ0640
 MJ0640  VERT ORDER  -  FIRST     CLASS II
 MJ0640
 MJ0640.The horizontal coordinates were scaled from a topographic map and have
 MJ0640.an estimated accuracy of +/- 6 seconds.
 MJ0640
 MJ0640.The orthometric height was determined by differential leveling
 MJ0640.and adjusted by the National Geodetic Survey in June 1991..
 MJ0640.WARNING-Repeat measurements at this control monument indicate possible
 MJ0640.vertical movement.
 MJ0640
 MJ0640.The geoid height was determined by GEOID03.
 MJ0640
 MJ0640.The dynamic height is computed by dividing the NAVD 88
 MJ0640.geopotential number by the normal gravity value computed on the
 MJ0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0640.degrees latitude (g = 980.6199 gals.).
 MJ0640
 MJ0640.The modeled gravity was interpolated from observed gravity values.
 MJ0640
 MJ0640;                    North         East    Units  Estimated Accuracy
 MJ0640;SPC IA S     -   168,020.      300,630.      MT  (+/- 180 meters Scaled)
 MJ0640
 MJ0640                          SUPERSEDED SURVEY CONTROL
 MJ0640
 MJ0640  NGVD 29 (??/??/92)  307.392  (m)         1008.50   (f) ADJ UNCH    1 2
 MJ0640
 MJ0640.Superseded values are not recommended for survey control.
 MJ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0640.See file dsdata.txt to determine how the superseded data were derived.
 MJ0640
 MJ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF589969(NAD 83)
 MJ0640_MARKER: DB = BENCH MARK DISK
 MJ0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0640_SP_SET: CONCRETE POST
 MJ0640_STAMPING: B 140 1948
 MJ0640_MARK LOGO: CGS   
 MJ0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0640+STABILITY: SURFACE MOTION
 MJ0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0640+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1989
 MJ0640
 MJ0640  HISTORY     - Date     Condition        Report By
 MJ0640  HISTORY     - 1948     MONUMENTED       CGS
 MJ0640  HISTORY     - 19890803 GOOD             NGS
 MJ0640
 MJ0640                          STATION DESCRIPTION
 MJ0640
 MJ0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0640'0.6 MI S FROM LOVELAND.
 MJ0640'0.6 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MJ0640'THE STATION SIGN AT LOVELAND, AT A ROAD CROSSING, BETWEEN THE
 MJ0640'TRACK AND U.S. HIGHWAY NO. 75, 107.0 FEET NORTHWEST OF THE
 MJ0640'CENTER LINE OF THE ROAD LEADING SOUTHWEST, 52.3 FEET SOUTHWEST
 MJ0640'OF THE CENTER LINE OF THE HIGHWAY, 28.6 FEET NORTHEAST OF THE
 MJ0640'NORTHEAST RAIL OF THE NORTHEAST TRACK, 2.7 FEET NORTHWEST OF
 MJ0640'THE SECOND POLE NORTHWEST OF THE CROSSING, 1.5 FEET SOUTHEAST
 MJ0640'OF A REFERENCE POST, IN LINE WITH A ROW OF POLES, SET IN TOP
 MJ0640'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MJ0640
 MJ0640                          STATION RECOVERY (1989)
 MJ0640
 MJ0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0640'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.7 KM
 MJ0640'(0.45 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 MJ0640'ITS JUNCTION WITH INTERSTATE HIGHWAY 680 IN LOVELAND, 32.6 M
 MJ0640'(107.0 FT) NORTH OF THE CENTER OF A TRACK ROAD, 16.0 M (52.5 FT) WEST
 MJ0640'OF THE CENTERLINE OF STATE HIGHWAY 183, 12.6 M (41.3 FT) EAST OF THE
 MJ0640'NEAR RAIL, 3.5 M (11.5 FT) NORTHEAST OF A UTILITY POLE, 0.3 M
 MJ0640'(1.0 FT) EAST OF A WITNESS POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 MJ0640'TRACK, AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 MJ0640'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0262 ***********************************************************************
 NM0262  DESIGNATION -  B 143
 NM0262  PID         -  NM0262
 NM0262  STATE/COUNTY-  IA/WOODBURY
 NM0262  USGS QUAD   -  ALBATON (1969)
 NM0262
 NM0262                         *CURRENT SURVEY CONTROL
 NM0262  ___________________________________________________________________
 NM0262* NAD 83(1986)-  42 14 37.     (N)    096 17 25.     (W)     SCALED    
 NM0262* NAVD 88     -       328.217  (meters)    1076.83   (feet)  ADJUSTED  
 NM0262  ___________________________________________________________________
 NM0262  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 NM0262  DYNAMIC HT  -         328.108 (meters)    1076.47  (feet)  COMP
 NM0262  MODELED GRAV-     980,280.3   (mgal)                       NAVD 88
 NM0262
 NM0262  VERT ORDER  -  SECOND    CLASS 0
 NM0262
 NM0262.The horizontal coordinates were scaled from a topographic map and have
 NM0262.an estimated accuracy of +/- 6 seconds.
 NM0262
 NM0262.The orthometric height was determined by differential leveling
 NM0262.and adjusted by the National Geodetic Survey in June 1991..
 NM0262
 NM0262.The geoid height was determined by GEOID03.
 NM0262
 NM0262.The dynamic height is computed by dividing the NAVD 88
 NM0262.geopotential number by the normal gravity value computed on the
 NM0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0262.degrees latitude (g = 980.6199 gals.).
 NM0262
 NM0262.The modeled gravity was interpolated from observed gravity values.
 NM0262
 NM0262;                    North         East    Units  Estimated Accuracy
 NM0262;SPC IA N     - 1,086,400.    1,269,760.      MT  (+/- 180 meters Scaled)
 NM0262
 NM0262                          SUPERSEDED SURVEY CONTROL
 NM0262
 NM0262  NGVD 29 (??/??/92)  328.065  (m)         1076.33   (f) ADJ UNCH    2 0
 NM0262
 NM0262.Superseded values are not recommended for survey control.
 NM0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0262.See file dsdata.txt to determine how the superseded data were derived.
 NM0262
 NM0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM235803(NAD 83)
 NM0262_MARKER: DB = BENCH MARK DISK
 NM0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0262_STAMPING: B 143 1948
 NM0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0262+STABILITY: SURFACE MOTION
 NM0262
 NM0262  HISTORY     - Date     Condition        Report By
 NM0262  HISTORY     - 1948     MONUMENTED       CGS
 NM0262  HISTORY     - 1969     GOOD             USGS
 NM0262
 NM0262                          STATION DESCRIPTION
 NM0262
 NM0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0262'5.1 MI NW FROM SLOAN.
 NM0262'2.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0262'FROM THE STATION AT SLOAN, THENCE 2.1 MILES WEST ALONG A GRAVEL ROAD,
 NM0262'THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, AT A ROAD CROSSING,
 NM0262'AT A FARMHOUSE, ABOUT 110.0 FEET WEST OF THE NORTH-SOUTH ROAD,
 NM0262'44.7 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A STORAGE
 NM0262'BUILDING, 27.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 NM0262'ROAD, 2.8 FEET EAST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A
 NM0262'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 NM0262'FOOT ABOVE THE GROUND.  NOTE-- ABOUT 110.0 FT W OF NS ROAD.  CHANGE
 NM0262'THIS DISTANCE TO 165.0 FT.
 NM0262
 NM0262                          STATION RECOVERY (1969)
 NM0262
 NM0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0172 ***********************************************************************
 MK0172  DESIGNATION -  B 144
 MK0172  PID         -  MK0172
 MK0172  STATE/COUNTY-  IA/HARRISON
 MK0172  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0172
 MK0172                         *CURRENT SURVEY CONTROL
 MK0172  ___________________________________________________________________
 MK0172* NAD 83(1986)-  41 50 33.     (N)    096 04 17.     (W)     SCALED    
 MK0172* NAVD 88     -       315.252  (meters)    1034.29   (feet)  ADJUSTED  
 MK0172  ___________________________________________________________________
 MK0172  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MK0172  DYNAMIC HT  -         315.129 (meters)    1033.89  (feet)  COMP
 MK0172  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 MK0172
 MK0172  VERT ORDER  -  SECOND    CLASS 0
 MK0172
 MK0172.The horizontal coordinates were scaled from a topographic map and have
 MK0172.an estimated accuracy of +/- 6 seconds.
 MK0172
 MK0172.The orthometric height was determined by differential leveling
 MK0172.and adjusted by the National Geodetic Survey in June 1991..
 MK0172
 MK0172.The geoid height was determined by GEOID03.
 MK0172
 MK0172.The dynamic height is computed by dividing the NAVD 88
 MK0172.geopotential number by the normal gravity value computed on the
 MK0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0172.degrees latitude (g = 980.6199 gals.).
 MK0172
 MK0172.The modeled gravity was interpolated from observed gravity values.
 MK0172
 MK0172;                    North         East    Units  Estimated Accuracy
 MK0172;SPC IA S     -   207,770.      286,460.      MT  (+/- 180 meters Scaled)
 MK0172
 MK0172                          SUPERSEDED SURVEY CONTROL
 MK0172
 MK0172  NGVD 29 (??/??/92)  315.103  (m)         1033.80   (f) ADJ UNCH    2 0
 MK0172
 MK0172.Superseded values are not recommended for survey control.
 MK0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0172.See file dsdata.txt to determine how the superseded data were derived.
 MK0172
 MK0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM431364(NAD 83)
 MK0172_MARKER: DB = BENCH MARK DISK
 MK0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0172_STAMPING: B 144 1948
 MK0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0172+STABILITY: SURFACE MOTION
 MK0172
 MK0172  HISTORY     - Date     Condition        Report By
 MK0172  HISTORY     - 1948     MONUMENTED       CGS
 MK0172  HISTORY     - 1974     GOOD             LOCSUR
 MK0172  HISTORY     - 19890828 MARK NOT FOUND   NGS
 MK0172
 MK0172                          STATION DESCRIPTION
 MK0172
 MK0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0172'3.1 MI NW FROM RIVER SIOUX.
 MK0172'3.1 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0172'FROM THE STATION AT RIVER SIOUX, BETWEEN THE RAILROAD AND
 MK0172'U.S. HIGHWAY NO. 75, 66.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 MK0172'OF A FARMHOUSE, 42.7 FEET NORTHEAST OF THE CENTER LINE OF THE
 MK0172'HIGHWAY, 25.0 FEET NORTH OF THE CENTER LINE OF A EAST-WEST ROAD,
 MK0172'0.6 FOOT SOUTH OF AN IRON FENCE, 2.0 FEET EAST OF A REFERENCE
 MK0172'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 MK0172'ABOVE THE GROUND.
 MK0172
 MK0172                          STATION RECOVERY (1974)
 MK0172
 MK0172'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0172'RECOVERED IN GOOD CONDITION.
 MK0172
 MK0172                          STATION RECOVERY (1989)
 MK0172
 MK0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0326 ***********************************************************************
 NM0326  DESIGNATION -  B 145
 NM0326  PID         -  NM0326
 NM0326  STATE/COUNTY-  IA/MONONA
 NM0326  USGS QUAD   -  ONAWA SW (1969)
 NM0326
 NM0326                         *CURRENT SURVEY CONTROL
 NM0326  ___________________________________________________________________
 NM0326* NAD 83(1986)-  42 02 04.     (N)    096 11 11.     (W)     SCALED    
 NM0326* NAVD 88     -       321.177  (meters)    1053.73   (feet)  ADJUSTED  
 NM0326  ___________________________________________________________________
 NM0326  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 NM0326  DYNAMIC HT  -         321.063 (meters)    1053.35  (feet)  COMP
 NM0326  MODELED GRAV-     980,256.7   (mgal)                       NAVD 88
 NM0326
 NM0326  VERT ORDER  -  SECOND    CLASS 0
 NM0326
 NM0326.The horizontal coordinates were scaled from a topographic map and have
 NM0326.an estimated accuracy of +/- 6 seconds.
 NM0326
 NM0326.The orthometric height was determined by differential leveling
 NM0326.and adjusted by the National Geodetic Survey in June 1991..
 NM0326
 NM0326.The geoid height was determined by GEOID03.
 NM0326
 NM0326.The dynamic height is computed by dividing the NAVD 88
 NM0326.geopotential number by the normal gravity value computed on the
 NM0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0326.degrees latitude (g = 980.6199 gals.).
 NM0326
 NM0326.The modeled gravity was interpolated from observed gravity values.
 NM0326
 NM0326;                    North         East    Units  Estimated Accuracy
 NM0326;SPC IA N     - 1,062,900.    1,277,590.      MT  (+/- 180 meters Scaled)
 NM0326
 NM0326                          SUPERSEDED SURVEY CONTROL
 NM0326
 NM0326  NGVD 29 (??/??/92)  321.036  (m)         1053.27   (f) ADJ UNCH    2 0
 NM0326
 NM0326.Superseded values are not recommended for survey control.
 NM0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0326.See file dsdata.txt to determine how the superseded data were derived.
 NM0326
 NM0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM329574(NAD 83)
 NM0326_MARKER: DB = BENCH MARK DISK
 NM0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0326_STAMPING: B 145 1948
 NM0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0326+STABILITY: SURFACE MOTION
 NM0326
 NM0326  HISTORY     - Date     Condition        Report By
 NM0326  HISTORY     - 1948     MONUMENTED       CGS
 NM0326
 NM0326                          STATION DESCRIPTION
 NM0326
 NM0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0326'5.2 MI NW FROM ONAWA.
 NM0326'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0326'AT ONAWA, THENCE 1.2 MILES WEST ALONG COUNTY ROAD H, THENCE
 NM0326'0.5 MILE NORTH ALONG A GRAVEL ROAD, 101.6 FEET WEST OF THE
 NM0326'NORTHWEST CORNER OF A FARMHOUSE WITH A CIRCULAR DRIVE IN FRONT
 NM0326'OF HOUSE, 90.0 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVE,
 NM0326'54.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 4.0
 NM0326'FEET WEST OF A 20-INCH ELM TREE, SET IN THE TOP OF A CONCRETE
 NM0326'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0818 ***********************************************************************
 NM0818  DESIGNATION -  B 146
 NM0818  PID         -  NM0818
 NM0818  STATE/COUNTY-  IA/PLYMOUTH
 NM0818  USGS QUAD   -  JEFFERSON (1994)
 NM0818
 NM0818                         *CURRENT SURVEY CONTROL
 NM0818  ___________________________________________________________________
 NM0818* NAD 83(1986)-  42 48 30.     (N)    096 34 21.     (W)     SCALED    
 NM0818* NAVD 88     -       346.111  (meters)    1135.53   (feet)  ADJUSTED  
 NM0818  ___________________________________________________________________
 NM0818  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 NM0818  DYNAMIC HT  -         346.016 (meters)    1135.22  (feet)  COMP
 NM0818  MODELED GRAV-     980,334.4   (mgal)                       NAVD 88
 NM0818
 NM0818  VERT ORDER  -  FIRST     CLASS II
 NM0818
 NM0818.The horizontal coordinates were scaled from a topographic map and have
 NM0818.an estimated accuracy of +/- 6 seconds.
 NM0818
 NM0818.The orthometric height was determined by differential leveling
 NM0818.and adjusted by the National Geodetic Survey in June 1991..
 NM0818
 NM0818.The geoid height was determined by GEOID03.
 NM0818
 NM0818.The dynamic height is computed by dividing the NAVD 88
 NM0818.geopotential number by the normal gravity value computed on the
 NM0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0818.degrees latitude (g = 980.6199 gals.).
 NM0818
 NM0818.The modeled gravity was interpolated from observed gravity values.
 NM0818
 NM0818;                    North         East    Units  Estimated Accuracy
 NM0818;SPC IA N     - 1,149,890.    1,248,760.      MT  (+/- 180 meters Scaled)
 NM0818
 NM0818                          SUPERSEDED SURVEY CONTROL
 NM0818
 NM0818  NGVD 29 (??/??/92)  345.919  (m)         1134.90   (f) ADJ UNCH    1 2
 NM0818
 NM0818.Superseded values are not recommended for survey control.
 NM0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0818.See file dsdata.txt to determine how the superseded data were derived.
 NM0818
 NM0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN984423(NAD 83)
 NM0818_MARKER: DB = BENCH MARK DISK
 NM0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0818_STAMPING: B 146 1948
 NM0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0818+STABILITY: SURFACE MOTION
 NM0818
 NM0818  HISTORY     - Date     Condition        Report By
 NM0818  HISTORY     - 1948     MONUMENTED       CGS
 NM0818  HISTORY     - 1949     GOOD             NGS
 NM0818
 NM0818                          STATION DESCRIPTION
 NM0818
 NM0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0818'1.4 MI S FROM AKRON.
 NM0818'1.4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NM0818'RAILROAD FROM THE RAILROAD STATION AT AKRON, 57.0 FEET NORTH OF
 NM0818'THE CENTER LINE OF AN EAST-WEST ROAD, 47.0 FEET WEST OF THE WEST
 NM0818'RAIL, 26.0 FEET NORTHEAST OF THE CENTER OF A WIRE GATE, 1.0 FOOT
 NM0818'EAST OF A RIGHT-OF-WAY FENCE, 1.7 FEET SOUTH OF A REFERENCE
 NM0818'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 NM0818'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0313 ***********************************************************************
 LF0313  DESIGNATION -  B 147
 LF0313  PID         -  LF0313
 LF0313  STATE/COUNTY-  IA/MILLS
 LF0313  USGS QUAD   -  IMOGENE (1978)
 LF0313
 LF0313                         *CURRENT SURVEY CONTROL
 LF0313  ___________________________________________________________________
 LF0313* NAD 83(1986)-  40 57 57.     (N)    095 29 05.     (W)     SCALED    
 LF0313* NAVD 88     -       345.226  (meters)    1132.63   (feet)  ADJUSTED  
 LF0313  ___________________________________________________________________
 LF0313  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 LF0313  DYNAMIC HT  -         345.063 (meters)    1132.09  (feet)  COMP
 LF0313  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 LF0313
 LF0313  VERT ORDER  -  SECOND    CLASS 0
 LF0313
 LF0313.The horizontal coordinates were scaled from a topographic map and have
 LF0313.an estimated accuracy of +/- 6 seconds.
 LF0313
 LF0313.The orthometric height was determined by differential leveling
 LF0313.and adjusted by the National Geodetic Survey in June 1991..
 LF0313
 LF0313.The geoid height was determined by GEOID03.
 LF0313
 LF0313.The dynamic height is computed by dividing the NAVD 88
 LF0313.geopotential number by the normal gravity value computed on the
 LF0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0313.degrees latitude (g = 980.6199 gals.).
 LF0313
 LF0313.The modeled gravity was interpolated from observed gravity values.
 LF0313
 LF0313;                    North         East    Units  Estimated Accuracy
 LF0313;SPC IA S     -   109,160.      332,950.      MT  (+/- 180 meters Scaled)
 LF0313
 LF0313                          SUPERSEDED SURVEY CONTROL
 LF0313
 LF0313  NGVD 29 (??/??/92)  345.136  (m)         1132.33   (f) ADJ UNCH    2 0
 LF0313
 LF0313.Superseded values are not recommended for survey control.
 LF0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0313.See file dsdata.txt to determine how the superseded data were derived.
 LF0313
 LF0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF909379(NAD 83)
 LF0313_MARKER: DB = BENCH MARK DISK
 LF0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0313_STAMPING: B 147 1949
 LF0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0313+STABILITY: SURFACE MOTION
 LF0313
 LF0313  HISTORY     - Date     Condition        Report By
 LF0313  HISTORY     - 1949     MONUMENTED       CGS
 LF0313
 LF0313                          STATION DESCRIPTION
 LF0313
 LF0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0313'1.9 MI NE FROM STRAHAN.
 LF0313'0.8 MILE NORTH ALONG COUNTY ROAD U FROM THE STRAHAN CONSOLIDATED
 LF0313'SCHOOL AT STRAHAN, THENCE 0.5 MILE EAST ALONG A DIRT ROAD, THENCE
 LF0313'0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 0.4 MILE EAST ALONG
 LF0313'A DIRT ROAD, AT THE HILLYER AIRFIELD, AT THE NORTH END OF THE
 LF0313'HANGAR, 21.0 FEET SOUTHWEST OF THE CENTER LINE OF A FIELD ROAD
 LF0313'LEADING NORTH TO A BARN, 21.8 FEET WEST OF THE NORTHEAST CORNER
 LF0313'OF THE HANGAR, 6.9 FEET EAST OF THE NORTHWEST CORNER OF THE
 LF0313'HANGAR, 1.7 FEET NORTH OF THE NORTH FACE OF THE HANGAR, AND
 LF0313'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 LF0313'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0463 ***********************************************************************
 MJ0463  DESIGNATION -  B 148
 MJ0463  PID         -  MJ0463
 MJ0463  STATE/COUNTY-  IA/MILLS
 MJ0463  USGS QUAD   -  EMERSON (1978)
 MJ0463
 MJ0463                         *CURRENT SURVEY CONTROL
 MJ0463  ___________________________________________________________________
 MJ0463* NAD 83(1986)-  41 04 50.     (N)    095 28 50.     (W)     SCALED    
 MJ0463* NAVD 88     -       316.272  (meters)    1037.64   (feet)  ADJUSTED  
 MJ0463  ___________________________________________________________________
 MJ0463  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 MJ0463  DYNAMIC HT  -         316.137 (meters)    1037.19  (feet)  COMP
 MJ0463  MODELED GRAV-     980,186.5   (mgal)                       NAVD 88
 MJ0463
 MJ0463  VERT ORDER  -  SECOND    CLASS 0
 MJ0463
 MJ0463.The horizontal coordinates were scaled from a topographic map and have
 MJ0463.an estimated accuracy of +/- 6 seconds.
 MJ0463
 MJ0463.The orthometric height was determined by differential leveling
 MJ0463.and adjusted by the National Geodetic Survey in June 1991..
 MJ0463
 MJ0463.The geoid height was determined by GEOID03.
 MJ0463
 MJ0463.The dynamic height is computed by dividing the NAVD 88
 MJ0463.geopotential number by the normal gravity value computed on the
 MJ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0463.degrees latitude (g = 980.6199 gals.).
 MJ0463
 MJ0463.The modeled gravity was interpolated from observed gravity values.
 MJ0463
 MJ0463;                    North         East    Units  Estimated Accuracy
 MJ0463;SPC IA S     -   121,890.      333,590.      MT  (+/- 180 meters Scaled)
 MJ0463
 MJ0463                          SUPERSEDED SURVEY CONTROL
 MJ0463
 MJ0463  NGVD 29 (??/??/92)  316.194  (m)         1037.38   (f) ADJ UNCH    2 0
 MJ0463
 MJ0463.Superseded values are not recommended for survey control.
 MJ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0463.See file dsdata.txt to determine how the superseded data were derived.
 MJ0463
 MJ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF916506(NAD 83)
 MJ0463_MARKER: DB = BENCH MARK DISK
 MJ0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0463_STAMPING: B 148 1949
 MJ0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0463+STABILITY: SURFACE MOTION
 MJ0463
 MJ0463  HISTORY     - Date     Condition        Report By
 MJ0463  HISTORY     - 1949     MONUMENTED       CGS
 MJ0463
 MJ0463                          STATION DESCRIPTION
 MJ0463
 MJ0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0463'4.8 MI NE FROM HASTINGS.
 MJ0463'0.4 MILE NORTH ALONG COUNTY ROAD U FROM THE POST OFFICE AT
 MJ0463'HASTINGS, THENCE 1.1 MILES EAST ALONG COUNTY ROAD U AND U.S.
 MJ0463'HIGHWAY NO. 34, THENCE 3.25 MILES NORTH ALONG COUNTY ROAD U,
 MJ0463'0.15 MILE SOUTH OF A SERVICE STATION AND STORE ON THE WEST SIDE
 MJ0463'OF THE ROAD, AT THE SOUTH END OF A SMALL FILL, 69.0 FEET EAST
 MJ0463'OF THE CENTER LINE OF THE ROAD, 9.0 FEET NORTH OF A 3-WAY CORNER
 MJ0463'FENCE POST ALONG THE NORTH SIDE OF A GARDEN, 5.0 FEET NORTH
 MJ0463'OF A POWER LINE POLE, 1.6 FEET WEST OF A FENCE, 1.5 FEET NORTH
 MJ0463'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MJ0463'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0473 ***********************************************************************
 MJ0473  DESIGNATION -  B 149
 MJ0473  PID         -  MJ0473
 MJ0473  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0473  USGS QUAD   -  CARSON (1978)
 MJ0473
 MJ0473                         *CURRENT SURVEY CONTROL
 MJ0473  ___________________________________________________________________
 MJ0473* NAD 83(1986)-  41 09 43.     (N)    095 24 13.     (W)     SCALED    
 MJ0473* NAVD 88     -       350.055  (meters)    1148.47   (feet)  ADJUSTED  
 MJ0473  ___________________________________________________________________
 MJ0473  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 MJ0473  DYNAMIC HT  -         349.909 (meters)    1147.99  (feet)  COMP
 MJ0473  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 MJ0473
 MJ0473  VERT ORDER  -  SECOND    CLASS 0
 MJ0473
 MJ0473.The horizontal coordinates were scaled from a topographic map and have
 MJ0473.an estimated accuracy of +/- 6 seconds.
 MJ0473
 MJ0473.The orthometric height was determined by differential leveling
 MJ0473.and adjusted by the National Geodetic Survey in June 1991..
 MJ0473
 MJ0473.The geoid height was determined by GEOID03.
 MJ0473
 MJ0473.The dynamic height is computed by dividing the NAVD 88
 MJ0473.geopotential number by the normal gravity value computed on the
 MJ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0473.degrees latitude (g = 980.6199 gals.).
 MJ0473
 MJ0473.The modeled gravity was interpolated from observed gravity values.
 MJ0473
 MJ0473;                    North         East    Units  Estimated Accuracy
 MJ0473;SPC IA S     -   130,780.      340,250.      MT  (+/- 180 meters Scaled)
 MJ0473
 MJ0473                          SUPERSEDED SURVEY CONTROL
 MJ0473
 MJ0473  NGVD 29 (??/??/92)  349.975  (m)         1148.21   (f) ADJ UNCH    2 0
 MJ0473
 MJ0473.Superseded values are not recommended for survey control.
 MJ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0473.See file dsdata.txt to determine how the superseded data were derived.
 MJ0473
 MJ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF983595(NAD 83)
 MJ0473_MARKER: DB = BENCH MARK DISK
 MJ0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0473_STAMPING: B 149 1949
 MJ0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0473+STABILITY: SURFACE MOTION
 MJ0473
 MJ0473  HISTORY     - Date     Condition        Report By
 MJ0473  HISTORY     - 1949     MONUMENTED       CGS
 MJ0473
 MJ0473                          STATION DESCRIPTION
 MJ0473
 MJ0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0473'2.9 MI NE FROM HENDERSON.
 MJ0473'1.8 MILES NORTHEAST ALONG STATE HIGHWAY NO. 244 FROM THE CITIZENS
 MJ0473'BANK AT HENDERSON, THENCE 1.1 MILES NORTH ALONG U.S. HIGHWAY NO. 59,
 MJ0473'0.1 MILE NORTH OF THE MILLS AND POTTAWATTAMIE COUNTY LINE,
 MJ0473'ABOUT 300.0 FEET SOUTH OF THE SUMMIT OF A HILL, 61.0 FEET WEST
 MJ0473'OF THE CENTER LINE OF THE HIGHWAY, 17.0 FEET SOUTH OF THE CENTER
 MJ0473'LINE OF A GATE, 1.5 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE,
 MJ0473'1.5 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MJ0473'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0410 ***********************************************************************
 MJ0410  DESIGNATION -  B 150
 MJ0410  PID         -  MJ0410
 MJ0410  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0410  USGS QUAD   -  WALNUT (1971)
 MJ0410
 MJ0410                         *CURRENT SURVEY CONTROL
 MJ0410  ___________________________________________________________________
 MJ0410* NAD 83(1986)-  41 28 17.     (N)    095 09 23.     (W)     SCALED    
 MJ0410* NAVD 88     -       379.084  (meters)    1243.71   (feet)  ADJUSTED  
 MJ0410  ___________________________________________________________________
 MJ0410  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 MJ0410  DYNAMIC HT  -         378.938 (meters)    1243.23  (feet)  COMP
 MJ0410  MODELED GRAV-     980,226.0   (mgal)                       NAVD 88
 MJ0410
 MJ0410  VERT ORDER  -  FIRST     CLASS II
 MJ0410
 MJ0410.The horizontal coordinates were scaled from a topographic map and have
 MJ0410.an estimated accuracy of +/- 6 seconds.
 MJ0410
 MJ0410.The orthometric height was determined by differential leveling
 MJ0410.and adjusted by the National Geodetic Survey in June 1991..
 MJ0410
 MJ0410.The geoid height was determined by GEOID03.
 MJ0410
 MJ0410.The dynamic height is computed by dividing the NAVD 88
 MJ0410.geopotential number by the normal gravity value computed on the
 MJ0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0410.degrees latitude (g = 980.6199 gals.).
 MJ0410
 MJ0410.The modeled gravity was interpolated from observed gravity values.
 MJ0410
 MJ0410;                    North         East    Units  Estimated Accuracy
 MJ0410;SPC IA S     -   164,720.      361,650.      MT  (+/- 180 meters Scaled)
 MJ0410
 MJ0410                          SUPERSEDED SURVEY CONTROL
 MJ0410
 MJ0410  NGVD 29 (??/??/92)  379.000  (m)         1243.44   (f) ADJ UNCH    1 2
 MJ0410
 MJ0410.Superseded values are not recommended for survey control.
 MJ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0410.See file dsdata.txt to determine how the superseded data were derived.
 MJ0410
 MJ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF199933(NAD 83)
 MJ0410_MARKER: DB = BENCH MARK DISK
 MJ0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0410_STAMPING: B 150 1949
 MJ0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0410+STABILITY: SURFACE MOTION
 MJ0410
 MJ0410  HISTORY     - Date     Condition        Report By
 MJ0410  HISTORY     - 1949     MONUMENTED       CGS
 MJ0410
 MJ0410                          STATION DESCRIPTION
 MJ0410
 MJ0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0410'3 MI NW FROM MARNE.
 MJ0410'3.0 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0410'RAILWAY FROM THE STATION AT MARNE, 142.0 FEET SOUTHWEST OF THE
 MJ0410'6TH. POLE EAST OF MILEPOST NO. 449, AT THE EAST END OF A FILL,
 MJ0410'ON THE NORTHWEST SLOPE OF A HILL, 69.0 FEET SOUTH OF THE SOUTH
 MJ0410'RAIL OF THE TRACK, 14.0 FEET EAST OF THE CENTER LINE OF A GATE
 MJ0410'AT AN ABANDONED PRIVATE ROAD CROSSING, 1.4 FEET NORTH OF THE
 MJ0410'SOUTH RIGHT-OF-WAY FENCE, 1.2 FEET WEST OF A REFERENCE POST,
 MJ0410'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 MJ0410'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0369 ***********************************************************************
 MJ0369  DESIGNATION -  B 151
 MJ0369  PID         -  MJ0369
 MJ0369  STATE/COUNTY-  IA/SHELBY
 MJ0369  USGS QUAD   -  DEFIANCE (1971)
 MJ0369
 MJ0369                         *CURRENT SURVEY CONTROL
 MJ0369  ___________________________________________________________________
 MJ0369* NAD 83(1986)-  41 47 30.     (N)    095 17 09.     (W)     SCALED    
 MJ0369* NAVD 88     -       408.267  (meters)    1339.46   (feet)  ADJUSTED  
 MJ0369  ___________________________________________________________________
 MJ0369  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 MJ0369  DYNAMIC HT  -         408.073 (meters)    1338.82  (feet)  COMP
 MJ0369  MODELED GRAV-     980,135.9   (mgal)                       NAVD 88
 MJ0369
 MJ0369  VERT ORDER  -  SECOND    CLASS 0
 MJ0369
 MJ0369.The horizontal coordinates were scaled from a topographic map and have
 MJ0369.an estimated accuracy of +/- 6 seconds.
 MJ0369
 MJ0369.The orthometric height was determined by differential leveling
 MJ0369.and adjusted by the National Geodetic Survey in June 1991..
 MJ0369
 MJ0369.The geoid height was determined by GEOID03.
 MJ0369
 MJ0369.The dynamic height is computed by dividing the NAVD 88
 MJ0369.geopotential number by the normal gravity value computed on the
 MJ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0369.degrees latitude (g = 980.6199 gals.).
 MJ0369
 MJ0369.The modeled gravity was interpolated from observed gravity values.
 MJ0369
 MJ0369;                    North         East    Units  Estimated Accuracy
 MJ0369;SPC IA S     -   200,490.      351,570.      MT  (+/- 180 meters Scaled)
 MJ0369
 MJ0369                          SUPERSEDED SURVEY CONTROL
 MJ0369
 MJ0369.No superseded survey control is available for this station.
 MJ0369
 MJ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG100291(NAD 83)
 MJ0369_MARKER: DB = BENCH MARK DISK
 MJ0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0369_STAMPING: B 151 1949
 MJ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0369+STABILITY: SURFACE MOTION
 MJ0369
 MJ0369  HISTORY     - Date     Condition        Report By
 MJ0369  HISTORY     - 1949     MONUMENTED       CGS
 MJ0369
 MJ0369                          STATION DESCRIPTION
 MJ0369
 MJ0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0369'4 MI W FROM IRWIN.
 MJ0369'4.0 MILES WEST ALONG STATE HIGHWAY NO. 268 FROM THE JUNCTION OF
 MJ0369'STATE HIGHWAY NO. 268 WITH COUNTY ROAD M AT IRWIN, IN THE SOUTHEAST
 MJ0369'QUARTER OF A PUBLIC ROAD CROSSING, 208.0 FEET EAST OF THE CENTER
 MJ0369'LINE OF A NORTH-SOUTH SECTION LINE ROAD, 53.0 FEET SOUTH OF THE
 MJ0369'CENTER LINE OF THE HIGHWAY, ON THE EAST SLOPE OF A HILL, 2.8
 MJ0369'FEET EAST OF A TELEPHONE POLE, 1.1 FEET NORTH OF A FENCE, 1.5
 MJ0369'FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MJ0369'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0370 ***********************************************************************
 MJ0370  DESIGNATION -  B 151 RESET
 MJ0370  PID         -  MJ0370
 MJ0370  STATE/COUNTY-  IA/SHELBY
 MJ0370  USGS QUAD   -  DEFIANCE (1971)
 MJ0370
 MJ0370                         *CURRENT SURVEY CONTROL
 MJ0370  ___________________________________________________________________
 MJ0370* NAD 83(1986)-  41 47 30.     (N)    095 17 09.     (W)     SCALED    
 MJ0370* NAVD 88     -       410.44   (meters)    1346.6    (feet)  RESET     
 MJ0370  ___________________________________________________________________
 MJ0370  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 MJ0370
 MJ0370  VERT ORDER  -  THIRD
 MJ0370
 MJ0370.The horizontal coordinates were scaled from a topographic map and have
 MJ0370.an estimated accuracy of +/- 6 seconds.
 MJ0370
 MJ0370.The orthometric height was computed from unverified reset data.
 MJ0370
 MJ0370.The geoid height was determined by GEOID03.
 MJ0370
 MJ0370;                    North         East    Units  Estimated Accuracy
 MJ0370;SPC IA S     -   200,490.      351,570.      MT  (+/- 180 meters Scaled)
 MJ0370
 MJ0370                          SUPERSEDED SURVEY CONTROL
 MJ0370
 MJ0370  NGVD 29 (??/??/??)  410.30   (m)         1346.1    (f) RESET       3  
 MJ0370
 MJ0370.Superseded values are not recommended for survey control.
 MJ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0370.See file dsdata.txt to determine how the superseded data were derived.
 MJ0370
 MJ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG100291(NAD 83)
 MJ0370_MARKER: DD = SURVEY DISK
 MJ0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0370_STAMPING: B 151 RESET 1951
 MJ0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0370+STABILITY: SURFACE MOTION
 MJ0370
 MJ0370  HISTORY     - Date     Condition        Report By
 MJ0370  HISTORY     - 1951     MONUMENTED       IAHD
 MJ0370
 MJ0370                          STATION DESCRIPTION
 MJ0370
 MJ0370'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1951
 MJ0370'4 MI W FROM IRWIN.
 MJ0370'4.0 MILES WEST ALONG STATE HIGHWAY 268 FROM THE JUNCTION OF
 MJ0370'COUNTY ROAD M AT IRWIN, SHELBY COUNTY, 2 MILES EAST OF THE
 MJ0370'JUNCTION OF U.S. HIGHWAY 59, NEAR THE NORTHWEST CORNER OF SEC.
 MJ0370'33, T 81 N, R 38 W, 158 FEET EAST OF A NORTH-AND-SOUTH SECTION-LINE
 MJ0370'ROAD, 87 FEET SOUTH OF THE CENTERLINE OF THE PAVEMENT AT SURVEY
 MJ0370'STATION 109+52, AND 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST.
 MJ0370'A STANDARD DISK, STAMPED B 151 RESET 1951 AND SET IN THE TOP
 MJ0370'OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS ESTABLISHED
 MJ0370'AND ITS ELEVATION DETERMNED BY ENGINEERS OF THE STATE HIGHWAY
 MJ0370'COMMISSION IN THE SPRING OF 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0403 ***********************************************************************
 NM0403  DESIGNATION -  B 152
 NM0403  PID         -  NM0403
 NM0403  STATE/COUNTY-  IA/WOODBURY
 NM0403  USGS QUAD   -  LUTON (1964)
 NM0403
 NM0403                         *CURRENT SURVEY CONTROL
 NM0403  ___________________________________________________________________
 NM0403* NAD 83(1986)-  42 18 56.     (N)    096 13 19.     (W)     SCALED    
 NM0403* NAVD 88     -       327.649  (meters)    1074.96   (feet)  ADJUSTED  
 NM0403  ___________________________________________________________________
 NM0403  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 NM0403  DYNAMIC HT  -         327.541 (meters)    1074.61  (feet)  COMP
 NM0403  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 NM0403
 NM0403  VERT ORDER  -  SECOND    CLASS 0
 NM0403
 NM0403.The horizontal coordinates were scaled from a topographic map and have
 NM0403.an estimated accuracy of +/- 6 seconds.
 NM0403
 NM0403.The orthometric height was determined by differential leveling
 NM0403.and adjusted by the National Geodetic Survey in June 1991..
 NM0403
 NM0403.The geoid height was determined by GEOID03.
 NM0403
 NM0403.The dynamic height is computed by dividing the NAVD 88
 NM0403.geopotential number by the normal gravity value computed on the
 NM0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0403.degrees latitude (g = 980.6199 gals.).
 NM0403
 NM0403.The modeled gravity was interpolated from observed gravity values.
 NM0403
 NM0403;                    North         East    Units  Estimated Accuracy
 NM0403;SPC IA N     - 1,094,200.    1,275,650.      MT  (+/- 180 meters Scaled)
 NM0403
 NM0403                          SUPERSEDED SURVEY CONTROL
 NM0403
 NM0403  NGVD 29 (??/??/92)  327.492  (m)         1074.45   (f) ADJ UNCH    2 0
 NM0403
 NM0403.Superseded values are not recommended for survey control.
 NM0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0403.See file dsdata.txt to determine how the superseded data were derived.
 NM0403
 NM0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM289885(NAD 83)
 NM0403_MARKER: DB = BENCH MARK DISK
 NM0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0403_STAMPING: B 152 1949
 NM0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0403+STABILITY: SURFACE MOTION
 NM0403
 NM0403  HISTORY     - Date     Condition        Report By
 NM0403  HISTORY     - 1949     MONUMENTED       CGS
 NM0403
 NM0403                          STATION DESCRIPTION
 NM0403
 NM0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0403'4.1 MI NE FROM SALIX.
 NM0403'0.6 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND NORTH
 NM0403'WESTERN RAILWAY STATION AT SALIX, THENCE 0.5 MILE EAST ALONG A
 NM0403'GRADED DIRT ROAD, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD,
 NM0403'56 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 36 FEET
 NM0403'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 30.0 FEET NORTHEAST
 NM0403'OF THE NORTHEAST CORNER OF A WOODEN BRIDGE OVER A DRAINAGE DITCH,
 NM0403'3.7 FEET EAST OF A POWER TRANSMISSION LINE POLE, 2.5 FEET SOUTH
 NM0403'OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 NM0403'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0374 ***********************************************************************
 NM0374  DESIGNATION -  B 153
 NM0374  PID         -  NM0374
 NM0374  STATE/COUNTY-  IA/MONONA
 NM0374  USGS QUAD   -  HORNICK (1969)
 NM0374
 NM0374                         *CURRENT SURVEY CONTROL
 NM0374  ___________________________________________________________________
 NM0374* NAD 83(1986)-  42 10 57.     (N)    096 03 29.     (W)     SCALED    
 NM0374* NAVD 88     -       322.113  (meters)    1056.80   (feet)  ADJUSTED  
 NM0374  ___________________________________________________________________
 NM0374  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 NM0374  DYNAMIC HT  -         322.002 (meters)    1056.43  (feet)  COMP
 NM0374  MODELED GRAV-     980,268.0   (mgal)                       NAVD 88
 NM0374
 NM0374  VERT ORDER  -  SECOND    CLASS 0
 NM0374
 NM0374.The horizontal coordinates were scaled from a topographic map and have
 NM0374.an estimated accuracy of +/- 6 seconds.
 NM0374
 NM0374.The orthometric height was determined by differential leveling
 NM0374.and adjusted by the National Geodetic Survey in June 1991..
 NM0374
 NM0374.The geoid height was determined by GEOID03.
 NM0374
 NM0374.The dynamic height is computed by dividing the NAVD 88
 NM0374.geopotential number by the normal gravity value computed on the
 NM0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0374.degrees latitude (g = 980.6199 gals.).
 NM0374
 NM0374.The modeled gravity was interpolated from observed gravity values.
 NM0374
 NM0374;                    North         East    Units  Estimated Accuracy
 NM0374;SPC IA N     - 1,079,010.    1,288,710.      MT  (+/- 180 meters Scaled)
 NM0374
 NM0374                          SUPERSEDED SURVEY CONTROL
 NM0374
 NM0374  NGVD 29 (??/??/92)  321.968  (m)         1056.32   (f) ADJ UNCH    2 0
 NM0374
 NM0374.Superseded values are not recommended for survey control.
 NM0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0374.See file dsdata.txt to determine how the superseded data were derived.
 NM0374
 NM0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM429742(NAD 83)
 NM0374_MARKER: DB = BENCH MARK DISK
 NM0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0374_STAMPING: B 153 1949
 NM0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0374+STABILITY: SURFACE MOTION
 NM0374
 NM0374  HISTORY     - Date     Condition        Report By
 NM0374  HISTORY     - 1949     MONUMENTED       CGS
 NM0374
 NM0374                          STATION DESCRIPTION
 NM0374
 NM0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0374'5.2 MI SE FROM HORNICK.
 NM0374'0.2 MILE SOUTHEAST ALONG A GRAVELED STREET FROM THE CHICAGO,
 NM0374'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT HORNICK,
 NM0374'THENCE 0.85 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 NM0374'SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 NM0374'GRAVELED ROAD, THENCE 2.1 MILE SOUTH ALONG A GRAVELED ROAD,
 NM0374'AT THE FARM HOME OF JAMES I. MAC CLURE, 125 FEET EAST OF THE
 NM0374'CENTER LINE OF THE NORTH-SOUTH ROAD, 67.7 FEET SOUTHWEST OF THE
 NM0374'SOUTHWEST CORNER OF THE HOUSE, 20.6 FEET SOUTHEAST OF A 20-INCH
 NM0374'BOXELDER TREE, 15.0 FEET SOUTHWEST OF A 16-INCH TWIN TRUNK
 NM0374'BOXELDER TREE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM0374'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0809 ***********************************************************************
 NM0809  DESIGNATION -  B 154
 NM0809  PID         -  NM0809
 NM0809  STATE/COUNTY-  IA/PLYMOUTH
 NM0809  USGS QUAD   -  CHATSWORTH (1969)
 NM0809
 NM0809                         *CURRENT SURVEY CONTROL
 NM0809  ___________________________________________________________________
 NM0809* NAD 83(1986)-  42 54 13.     (N)    096 30 59.     (W)     SCALED    
 NM0809* NAVD 88     -       351.829  (meters)    1154.29   (feet)  ADJUSTED  
 NM0809  ___________________________________________________________________
 NM0809  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 NM0809  DYNAMIC HT  -         351.736 (meters)    1153.99  (feet)  COMP
 NM0809  MODELED GRAV-     980,345.8   (mgal)                       NAVD 88
 NM0809
 NM0809  VERT ORDER  -  FIRST     CLASS II
 NM0809
 NM0809.The horizontal coordinates were scaled from a topographic map and have
 NM0809.an estimated accuracy of +/- 6 seconds.
 NM0809
 NM0809.The orthometric height was determined by differential leveling
 NM0809.and adjusted by the National Geodetic Survey in June 1991..
 NM0809
 NM0809.The geoid height was determined by GEOID03.
 NM0809
 NM0809.The dynamic height is computed by dividing the NAVD 88
 NM0809.geopotential number by the normal gravity value computed on the
 NM0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0809.degrees latitude (g = 980.6199 gals.).
 NM0809
 NM0809.The modeled gravity was interpolated from observed gravity values.
 NM0809
 NM0809;                    North         East    Units  Estimated Accuracy
 NM0809;SPC IA N     - 1,160,300.    1,253,720.      MT  (+/- 180 meters Scaled)
 NM0809
 NM0809                          SUPERSEDED SURVEY CONTROL
 NM0809
 NM0809  NGVD 29 (??/??/92)  351.632  (m)         1153.65   (f) ADJ UNCH    1 2
 NM0809
 NM0809.Superseded values are not recommended for survey control.
 NM0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0809.See file dsdata.txt to determine how the superseded data were derived.
 NM0809
 NM0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN027531(NAD 83)
 NM0809_MARKER: DB = BENCH MARK DISK
 NM0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0809_SP_SET: CONCRETE POST
 NM0809_STAMPING: B 154 1949
 NM0809_MARK LOGO: CGS   
 NM0809_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0809+STABILITY: SURFACE MOTION
 NM0809
 NM0809  HISTORY     - Date     Condition        Report By
 NM0809  HISTORY     - 1949     MONUMENTED       CGS
 NM0809  HISTORY     - 1952     GOOD             NGS
 NM0809  HISTORY     - 19641014 GOOD             LOCENG
 NM0809
 NM0809                          STATION DESCRIPTION
 NM0809
 NM0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0809'0.8 MI S FROM CHATSWORTH.
 NM0809'0.75 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NM0809'RAILROAD FROM THE RAILROAD STATION AT CHATSWORTH, 0.4 MILE SOUTH
 NM0809'OF THE COUNTY LINE, 19 RAILS NORTH OF A 24-INCH CONCRETE (TWIN)
 NM0809'TUBE CULVERT, 8 POLES NORTH OF MILEPOST 18, 45.8 FEET EAST OF THE
 NM0809'EAST RAIL, 1.3 FEET WEST OF A RIGHT-OF-WAY FENCE, 1.6 FEET NORTH
 NM0809'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 NM0809'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0809
 NM0809                          STATION RECOVERY (1952)
 NM0809
 NM0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 NM0809'RECOVERED IN GOOD CONDITION.
 NM0809
 NM0809                          STATION RECOVERY (1964)
 NM0809
 NM0809'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 NM0809'RECOVERED IN GOOD CONDITION.  NOTE--REMOVE FROM DESCRIPTION 19 RAILS
 NM0809'NORTH OF A 24 INCH CONCRETE TWIN TUBE CULVERT, REPLACE AS FOLLOWS, 20
 NM0809'RAILS NORTH OF A 36 INCH CAST IRON TWIN TUBE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0177 ***********************************************************************
 OQ0177  DESIGNATION -  B 155
 OQ0177  PID         -  OQ0177
 OQ0177  STATE/COUNTY-  IA/LYON
 OQ0177  USGS QUAD   -  CANTON (1978)
 OQ0177
 OQ0177                         *CURRENT SURVEY CONTROL
 OQ0177  ___________________________________________________________________
 OQ0177* NAD 83(1986)-  43 16 21.     (N)    096 33 57.     (W)     SCALED    
 OQ0177* NAVD 88     -       377.981  (meters)    1240.09   (feet)  ADJUSTED  
 OQ0177  ___________________________________________________________________
 OQ0177  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 OQ0177  DYNAMIC HT  -         377.878 (meters)    1239.75  (feet)  COMP
 OQ0177  MODELED GRAV-     980,335.6   (mgal)                       NAVD 88
 OQ0177
 OQ0177  VERT ORDER  -  FIRST     CLASS II
 OQ0177
 OQ0177.The horizontal coordinates were scaled from a topographic map and have
 OQ0177.an estimated accuracy of +/- 6 seconds.
 OQ0177
 OQ0177.The orthometric height was determined by differential leveling
 OQ0177.and adjusted by the National Geodetic Survey in June 1991..
 OQ0177
 OQ0177.The geoid height was determined by GEOID03.
 OQ0177
 OQ0177.The dynamic height is computed by dividing the NAVD 88
 OQ0177.geopotential number by the normal gravity value computed on the
 OQ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0177.degrees latitude (g = 980.6199 gals.).
 OQ0177
 OQ0177.The modeled gravity was interpolated from observed gravity values.
 OQ0177
 OQ0177;                    North         East    Units  Estimated Accuracy
 OQ0177;SPC IA N     - 1,201,400.    1,251,170.      MT  (+/- 180 meters Scaled)
 OQ0177
 OQ0177                          SUPERSEDED SURVEY CONTROL
 OQ0177
 OQ0177  NGVD 29 (??/??/92)  377.748  (m)         1239.33   (f) ADJ UNCH    1 2
 OQ0177
 OQ0177.Superseded values are not recommended for survey control.
 OQ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0177.See file dsdata.txt to determine how the superseded data were derived.
 OQ0177
 OQ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN975939(NAD 83)
 OQ0177_MARKER: DB = BENCH MARK DISK
 OQ0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0177_STAMPING: B 155 1949
 OQ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0177+STABILITY: SURFACE MOTION
 OQ0177
 OQ0177  HISTORY     - Date     Condition        Report By
 OQ0177  HISTORY     - 1949     MONUMENTED       CGS
 OQ0177
 OQ0177                          STATION DESCRIPTION
 OQ0177
 OQ0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0177'2.6 MI SE FROM CANTON.
 OQ0177'2.65 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0177'PACIFIC RAILROAD FROM THE RAILROAD STATION AT CANTON, 126.0
 OQ0177'FEET SOUTHWEST OF BRIDGE T-646, 46.0 FEET WEST OF THE WEST RAIL,
 OQ0177'16.0 FEET NORTHWEST OF THE 10TH POLE NORTH OF MILEPOST 47,
 OQ0177'2.0 FEET EAST OF A RIGHT-OF-WAY FENCE, 1.5 FEET NORTH OF A
 OQ0177'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OQ0177'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0305 ***********************************************************************
 LF0305  DESIGNATION -  B 156
 LF0305  PID         -  LF0305
 LF0305  STATE/COUNTY-  IA/FREMONT
 LF0305  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF0305
 LF0305                         *CURRENT SURVEY CONTROL
 LF0305  ___________________________________________________________________
 LF0305* NAD 83(1986)-  40 45 22.     (N)    095 25 02.     (W)     SCALED    
 LF0305* NAVD 88     -       290.237  (meters)     952.22   (feet)  ADJUSTED  
 LF0305  ___________________________________________________________________
 LF0305  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LF0305  DYNAMIC HT  -         290.080 (meters)     951.70  (feet)  COMP
 LF0305  MODELED GRAV-     980,078.7   (mgal)                       NAVD 88
 LF0305
 LF0305  VERT ORDER  -  SECOND    CLASS 0
 LF0305
 LF0305.This mark is at Shenandoah Municipal Airport (SDA)
 LF0305
 LF0305.The horizontal coordinates were scaled from a topographic map and have
 LF0305.an estimated accuracy of +/- 6 seconds.
 LF0305
 LF0305.The orthometric height was determined by differential leveling
 LF0305.and adjusted by the National Geodetic Survey in June 1991..
 LF0305
 LF0305.The geoid height was determined by GEOID03.
 LF0305
 LF0305.The dynamic height is computed by dividing the NAVD 88
 LF0305.geopotential number by the normal gravity value computed on the
 LF0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0305.degrees latitude (g = 980.6199 gals.).
 LF0305
 LF0305.The modeled gravity was interpolated from observed gravity values.
 LF0305
 LF0305;                    North         East    Units  Estimated Accuracy
 LF0305;SPC IA S     -    85,750.      338,120.      MT  (+/- 180 meters Scaled)
 LF0305
 LF0305                          SUPERSEDED SURVEY CONTROL
 LF0305
 LF0305  NGVD 29 (??/??/92)  290.122  (m)          951.84   (f) ADJ UNCH    2 0
 LF0305
 LF0305.Superseded values are not recommended for survey control.
 LF0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0305.See file dsdata.txt to determine how the superseded data were derived.
 LF0305
 LF0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF959144(NAD 83)
 LF0305_MARKER: DB = BENCH MARK DISK
 LF0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0305_STAMPING: B 156 1949
 LF0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0305+STABILITY: SURFACE MOTION
 LF0305
 LF0305  HISTORY     - Date     Condition        Report By
 LF0305  HISTORY     - 1949     MONUMENTED       CGS
 LF0305
 LF0305                          STATION DESCRIPTION
 LF0305
 LF0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0305'2.2 MI SW FROM SHENANDOAH.
 LF0305'0.5 MILE SOUTH ALONG U.S. HIGHWAY 59 FROM ITS INTERSECTION
 LF0305'WITH STATE HIGHWAYS 2 AND 48 AT THE WEST EDGE OF SHENANDOAH, THENCE
 LF0305'1.7 MILES WEST ALONG A GRAVELED ROAD, AT THE SHENANDOAH MUNICIPAL
 LF0305'AIRPORT, AT THE EAST CORNER OF A HANGAR, 100 FEET NORTH OF THE
 LF0305'AIRPORT WORKSHOP, 1.0 FOOT SOUTHWEST OF A WITNESS POST., SET
 LF0305'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 LF0305'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0911 ***********************************************************************
 LF0911  DESIGNATION -  B 157
 LF0911  PID         -  LF0911
 LF0911  STATE/COUNTY-  IA/FREMONT
 LF0911  USGS QUAD   -  RANDOLPH (1957)
 LF0911
 LF0911                         *CURRENT SURVEY CONTROL
 LF0911  ___________________________________________________________________
 LF0911* NAD 83(1986)-  40 45 13.     (N)    095 33 21.     (W)     SCALED    
 LF0911* NAVD 88     -       306.242  (meters)    1004.73   (feet)  ADJUSTED  
 LF0911  ___________________________________________________________________
 LF0911  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LF0911  DYNAMIC HT  -         306.079 (meters)    1004.19  (feet)  COMP
 LF0911  MODELED GRAV-     980,085.6   (mgal)                       NAVD 88
 LF0911
 LF0911  VERT ORDER  -  SECOND    CLASS 0
 LF0911
 LF0911.The horizontal coordinates were scaled from a topographic map and have
 LF0911.an estimated accuracy of +/- 6 seconds.
 LF0911
 LF0911.The orthometric height was determined by differential leveling
 LF0911.and adjusted by the National Geodetic Survey in June 1991..
 LF0911
 LF0911.The geoid height was determined by GEOID03.
 LF0911
 LF0911.The dynamic height is computed by dividing the NAVD 88
 LF0911.geopotential number by the normal gravity value computed on the
 LF0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0911.degrees latitude (g = 980.6199 gals.).
 LF0911
 LF0911.The modeled gravity was interpolated from observed gravity values.
 LF0911
 LF0911;                    North         East    Units  Estimated Accuracy
 LF0911;SPC IA S     -    85,740.      326,410.      MT  (+/- 180 meters Scaled)
 LF0911
 LF0911                          SUPERSEDED SURVEY CONTROL
 LF0911
 LF0911  NGVD 29 (??/??/92)  306.134  (m)         1004.37   (f) ADJ UNCH    2 0
 LF0911
 LF0911.Superseded values are not recommended for survey control.
 LF0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0911.See file dsdata.txt to determine how the superseded data were derived.
 LF0911
 LF0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF842145(NAD 83)
 LF0911_MARKER: DB = BENCH MARK DISK
 LF0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0911_STAMPING: B 157 1949
 LF0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0911+STABILITY: SURFACE MOTION
 LF0911
 LF0911  HISTORY     - Date     Condition        Report By
 LF0911  HISTORY     - 1949     MONUMENTED       CGS
 LF0911  HISTORY     - 1974     POOR             IAHD
 LF0911
 LF0911                          STATION DESCRIPTION
 LF0911
 LF0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0911'4.6 MI N FROM RIVERTON.
 LF0911'0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0911'FROM THE STATION AT RIVERTON, THENCE 1.6 MILES NORTH ALONG
 LF0911'A GRAVELED ROAD, THENCE 0.15 MILE EAST ALONG A GRAVELED ROAD, THENCE
 LF0911'2.6 MILES NORTH ALONG A GRAVELED ROAD, AT A ROAD JUNCTION
 LF0911'WITH STATE HIGHWAY 2, 105 FEET NORTHEAST OF THE JUNCTION OF THE
 LF0911'CENTER LINES OF THE HIGHWAY AND THE GRAVELED ROAD, 39 FEET
 LF0911'EAST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET SOUTHEAST OF A
 LF0911'4 X 4 FOOT CONCRETE CULVERT, 7.4 FEET NORTH OF AN EAST AND WEST
 LF0911'FENCE, 2.0 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF
 LF0911'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LF0911
 LF0911                          STATION RECOVERY (1974)
 LF0911
 LF0911'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1974
 LF0911'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0912 ***********************************************************************
 LF0912  DESIGNATION -  B 157 RESET
 LF0912  PID         -  LF0912
 LF0912  STATE/COUNTY-  IA/FREMONT
 LF0912  USGS QUAD   -  RANDOLPH (1957)
 LF0912
 LF0912                         *CURRENT SURVEY CONTROL
 LF0912  ___________________________________________________________________
 LF0912* NAD 83(1986)-  40 45 13.     (N)    095 33 22.     (W)     SCALED    
 LF0912* NAVD 88     -       306.60   (meters)    1005.9    (feet)  RESET     
 LF0912  ___________________________________________________________________
 LF0912  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LF0912
 LF0912  VERT ORDER  -  THIRD
 LF0912
 LF0912.The horizontal coordinates were scaled from a topographic map and have
 LF0912.an estimated accuracy of +/- 6 seconds.
 LF0912
 LF0912.The orthometric height was computed from unverified reset data.
 LF0912
 LF0912.The geoid height was determined by GEOID03.
 LF0912
 LF0912;                    North         East    Units  Estimated Accuracy
 LF0912;SPC IA S     -    85,740.      326,390.      MT  (+/- 180 meters Scaled)
 LF0912
 LF0912                          SUPERSEDED SURVEY CONTROL
 LF0912
 LF0912.No superseded survey control is available for this station.
 LF0912
 LF0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF842145(NAD 83)
 LF0912_MARKER: DB = BENCH MARK DISK
 LF0912_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0912_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0912_STAMPING: B 157 RESET 1974
 LF0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0912
 LF0912  HISTORY     - Date     Condition        Report By
 LF0912  HISTORY     - 1974     MONUMENTED       NGS
 LF0912
 LF0912                          STATION DESCRIPTION
 LF0912
 LF0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LF0912'4.6 MI N FROM RIVERTON.
 LF0912'0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0912'FROM THE STATION AT RIVERTON, THENCE 1.6 MILES NORTH ALONG A
 LF0912'GRAVELED ROAD, THENCE 0.15 MILE EAST ALONG A GRAVELED ROAD,
 LF0912'THENCE 2.6 MILES NORTH ALONG A GRAVELED ROAD, AT A ROAD
 LF0912'JUNCTION WITH STATE HIGHWAY 2, 120 FEET NORTHEAST OF THE JUNCTION
 LF0912'OF THE CENTER LINE OF THE HIGHWAY AND THE GRAVELED ROAD, 75 FEET
 LF0912'EAST OF THE CENTER OF THE HIGHWAY, 1 FOOT NORTHWEST OF HIGHWAY
 LF0912'RIGHT-OF-WAY RAIL MARKER AT STATIONING 1006.51, 1 FOOT NORTH
 LF0912'OF A FENCE AND .6 FOOT SOUTH OF A METAL WITNESS POST.  A STANDARD
 LF0912'DISK STAMPED B 157 RESET 1974, CRIMPED TO THE TOP OF A 5/8
 LF0912'INCH COPPER COATED ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM,
 LF0912'ENCASED IN A PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 LF0912'NOTE-- THIS MARK PROJECTS B 157 1949 DUE TO ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0272 ***********************************************************************
 MK0272  DESIGNATION -  B 158
 MK0272  PID         -  MK0272
 MK0272  STATE/COUNTY-  IA/MONONA
 MK0272  USGS QUAD   -  BLENCOE (1970)
 MK0272
 MK0272                         *CURRENT SURVEY CONTROL
 MK0272  ___________________________________________________________________
 MK0272* NAD 83(1986)-  41 56 12.     (N)    096 03 24.     (W)     SCALED    
 MK0272* NAVD 88     -       317.102  (meters)    1040.36   (feet)  ADJUSTED  
 MK0272  ___________________________________________________________________
 MK0272  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 MK0272  DYNAMIC HT  -         316.983 (meters)    1039.97  (feet)  COMP
 MK0272  MODELED GRAV-     980,238.4   (mgal)                       NAVD 88
 MK0272
 MK0272  VERT ORDER  -  SECOND    CLASS 0
 MK0272
 MK0272.The horizontal coordinates were scaled from a topographic map and have
 MK0272.an estimated accuracy of +/- 6 seconds.
 MK0272
 MK0272.The orthometric height was determined by differential leveling
 MK0272.and adjusted by the National Geodetic Survey in June 1991..
 MK0272
 MK0272.The geoid height was determined by GEOID03.
 MK0272
 MK0272.The dynamic height is computed by dividing the NAVD 88
 MK0272.geopotential number by the normal gravity value computed on the
 MK0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0272.degrees latitude (g = 980.6199 gals.).
 MK0272
 MK0272.The modeled gravity was interpolated from observed gravity values.
 MK0272
 MK0272;                    North         East    Units  Estimated Accuracy
 MK0272;SPC IA N     - 1,051,710.    1,288,000.      MT  (+/- 180 meters Scaled)
 MK0272
 MK0272                          SUPERSEDED SURVEY CONTROL
 MK0272
 MK0272  NGVD 29 (??/??/92)  316.955  (m)         1039.88   (f) ADJ UNCH    2 0
 MK0272
 MK0272.Superseded values are not recommended for survey control.
 MK0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0272.See file dsdata.txt to determine how the superseded data were derived.
 MK0272
 MK0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM440469(NAD 83)
 MK0272_MARKER: DB = BENCH MARK DISK
 MK0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0272_STAMPING: B 158 1949
 MK0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0272+STABILITY: SURFACE MOTION
 MK0272
 MK0272  HISTORY     - Date     Condition        Report By
 MK0272  HISTORY     - 1949     MONUMENTED       CGS
 MK0272  HISTORY     - 1981     GOOD             LOCENG
 MK0272
 MK0272                          STATION DESCRIPTION
 MK0272
 MK0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0272'2 MI NE FROM BLENCOE.
 MK0272'0.25 MILE EAST FROM THE CATHOLIC CHURCH ALONG THE MAIN STREET
 MK0272'OF BLENCOE, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 MK0272'1.2 MILES EAST ALONG A GRADED DIRT ROAD, 55 YARDS (PACED)
 MK0272'SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE TILE BARN ON THE
 MK0272'CYRILL JIROVSKY FARM, 34 FEET SOUTH OF THE CENTER LINE OF THE
 MK0272'DIRT ROAD, 23 FEET SOUTHEAST OF A BOX ELDER TREE, 2.2 FEET SOUTH
 MK0272'OF A TRANSFORMER AND POWER LINE POLE, 1.0 FOOT WEST OF A REFERENCE
 MK0272'POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.1
 MK0272'FOOT ABOVE THE GROUND.
 MK0272
 MK0272                          STATION RECOVERY (1981)
 MK0272
 MK0272'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MK0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0404 ***********************************************************************
 NL0404  DESIGNATION -  B 159
 NL0404  PID         -  NL0404
 NL0404  STATE/COUNTY-  IA/MONONA
 NL0404  USGS QUAD   -  MAPLETON (1982)
 NL0404
 NL0404                         *CURRENT SURVEY CONTROL
 NL0404  ___________________________________________________________________
 NL0404* NAD 83(1986)-  42 08 56.     (N)    095 49 30.     (W)     SCALED    
 NL0404* NAVD 88     -       338.074  (meters)    1109.16   (feet)  ADJUSTED  
 NL0404  ___________________________________________________________________
 NL0404  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 NL0404  DYNAMIC HT  -         337.948 (meters)    1108.75  (feet)  COMP
 NL0404  MODELED GRAV-     980,240.6   (mgal)                       NAVD 88
 NL0404
 NL0404  VERT ORDER  -  SECOND    CLASS 0
 NL0404
 NL0404.The horizontal coordinates were scaled from a topographic map and have
 NL0404.an estimated accuracy of +/- 6 seconds.
 NL0404
 NL0404.The orthometric height was determined by differential leveling
 NL0404.and adjusted by the National Geodetic Survey in June 1991..
 NL0404
 NL0404.The geoid height was determined by GEOID03.
 NL0404
 NL0404.The dynamic height is computed by dividing the NAVD 88
 NL0404.geopotential number by the normal gravity value computed on the
 NL0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0404.degrees latitude (g = 980.6199 gals.).
 NL0404
 NL0404.The modeled gravity was interpolated from observed gravity values.
 NL0404
 NL0404;                    North         East    Units  Estimated Accuracy
 NL0404;SPC IA N     - 1,074,720.    1,307,850.      MT  (+/- 180 meters Scaled)
 NL0404
 NL0404                          SUPERSEDED SURVEY CONTROL
 NL0404
 NL0404  NGVD 29 (??/??/92)  337.93   (m)         1108.7    (f) COMPUTED    2 0
 NL0404
 NL0404.Superseded values are not recommended for survey control.
 NL0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0404.See file dsdata.txt to determine how the superseded data were derived.
 NL0404
 NL0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG665701(NAD 83)
 NL0404_MARKER: DB = BENCH MARK DISK
 NL0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0404_STAMPING: B 159 1949
 NL0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0404+STABILITY: SURFACE MOTION
 NL0404
 NL0404  HISTORY     - Date     Condition        Report By
 NL0404  HISTORY     - 1949     MONUMENTED       CGS
 NL0404
 NL0404                          STATION DESCRIPTION
 NL0404
 NL0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0404'2 MI SW FROM MAPLETON.
 NL0404'2.0 MILES SOUTHWEST ALONG THE IOWA STATE HIGHWAY 175 FROM THE
 NL0404'CHICAGO, AND NORTH WESTERN RAILWAY STATION AT MAPLETON, 117 FEET
 NL0404'SOUTHWEST OF THE SOUTHWEST CORNER OF A STEEL AND CONCRETE BRIDGE
 NL0404'OVER A DRAINAGE DITCH, 51 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 NL0404'THE CHICAGO, AND NORTH WESTERN RAILWAY, 36 FEET NORTHWEST OF THE
 NL0404'CENTER LINE OF THE HIGHWAY, 1.3 FEET NORTH OF AND IN LINE WITH A
 NL0404'ROW OF POWER LINE POLES, 1.2 FEET SOUTH OF A REFERENCE POST, AND
 NL0404'SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NL0404'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0405 ***********************************************************************
 NL0405  DESIGNATION -  B 159 RESET
 NL0405  PID         -  NL0405
 NL0405  STATE/COUNTY-  IA/MONONA
 NL0405  USGS QUAD   -  MAPLETON (1982)
 NL0405
 NL0405                         *CURRENT SURVEY CONTROL
 NL0405  ___________________________________________________________________
 NL0405* NAD 83(1986)-  42 08 56.     (N)    095 49 29.     (W)     SCALED    
 NL0405* NAVD 88     -       339.72   (meters)    1114.6    (feet)  RESET     
 NL0405  ___________________________________________________________________
 NL0405  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 NL0405
 NL0405  VERT ORDER  -  THIRD
 NL0405
 NL0405.The horizontal coordinates were scaled from a topographic map and have
 NL0405.an estimated accuracy of +/- 6 seconds.
 NL0405
 NL0405.The orthometric height was computed from unverified reset data.
 NL0405
 NL0405.The geoid height was determined by GEOID03.
 NL0405
 NL0405;                    North         East    Units  Estimated Accuracy
 NL0405;SPC IA N     - 1,074,720.    1,307,870.      MT  (+/- 180 meters Scaled)
 NL0405
 NL0405                          SUPERSEDED SURVEY CONTROL
 NL0405
 NL0405  NGVD 29 (??/??/??)  339.58   (m)         1114.1    (f) RESET       3  
 NL0405
 NL0405.Superseded values are not recommended for survey control.
 NL0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0405.See file dsdata.txt to determine how the superseded data were derived.
 NL0405
 NL0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG666701(NAD 83)
 NL0405_MARKER: DB = BENCH MARK DISK
 NL0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0405_SP_SET: BRIDGE
 NL0405_STAMPING: B 159 RESET 1954
 NL0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0405
 NL0405  HISTORY     - Date     Condition        Report By
 NL0405  HISTORY     - 1954     MONUMENTED       IAHD
 NL0405
 NL0405                          STATION DESCRIPTION
 NL0405
 NL0405'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1954
 NL0405'2.1 MI SW FROM MAPLETON.
 NL0405'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 175 FROM THE CHICAGO
 NL0405'AND NORTH WESTERN RAILWAY STATION AT MAPLETON, AT A 40- BY 24-FOOT
 NL0405'STEEL-AND-CONCRETE BRIDGE OVER A DRAINAGE DITCH, AND IN THE TOP
 NL0405'OF THE CENTER OF THE NORTHWEST CURB.  A STANDARD DISK, STAMPED B
 NL0405'159 RESET 1954.  NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS
 NL0405'ELEVATION DETERMINED BY ENGINEERS OF THE STATE HIGHWAY COMMISSION
 NL0405'IN JUNE 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0026 ***********************************************************************
 NM0026  DESIGNATION -  B 16
 NM0026  PID         -  NM0026
 NM0026  STATE/COUNTY-  IA/SIOUX
 NM0026  USGS QUAD   -  ALTON (1985)
 NM0026
 NM0026                         *CURRENT SURVEY CONTROL
 NM0026  ___________________________________________________________________
 NM0026* NAD 83(1986)-  42 59 50.     (N)    096 00 01.     (W)     SCALED    
 NM0026* NAVD 88     -       399.756  (meters)    1311.53   (feet)  ADJUSTED  
 NM0026  ___________________________________________________________________
 NM0026  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 NM0026  DYNAMIC HT  -         399.643 (meters)    1311.16  (feet)  COMP
 NM0026  MODELED GRAV-     980,326.0   (mgal)                       NAVD 88
 NM0026
 NM0026  VERT ORDER  -  SECOND    CLASS 0
 NM0026
 NM0026.The horizontal coordinates were scaled from a topographic map and have
 NM0026.an estimated accuracy of +/- 6 seconds.
 NM0026
 NM0026.The orthometric height was determined by differential leveling
 NM0026.and adjusted by the National Geodetic Survey in June 1991..
 NM0026
 NM0026.The geoid height was determined by GEOID03.
 NM0026
 NM0026.The dynamic height is computed by dividing the NAVD 88
 NM0026.geopotential number by the normal gravity value computed on the
 NM0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0026.degrees latitude (g = 980.6199 gals.).
 NM0026
 NM0026.The modeled gravity was interpolated from observed gravity values.
 NM0026
 NM0026;                    North         East    Units  Estimated Accuracy
 NM0026;SPC IA N     - 1,169,320.    1,296,150.      MT  (+/- 180 meters Scaled)
 NM0026
 NM0026                          SUPERSEDED SURVEY CONTROL
 NM0026
 NM0026  NGVD 29 (??/??/92)  399.57   (m)         1310.9    (f) COMPUTED    2 0
 NM0026
 NM0026.Superseded values are not recommended for survey control.
 NM0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0026.See file dsdata.txt to determine how the superseded data were derived.
 NM0026
 NM0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN445648(NAD 83)
 NM0026_MARKER: DB = BENCH MARK DISK
 NM0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0026_STAMPING: B 16 1934
 NM0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0026+STABILITY: SURFACE MOTION
 NM0026
 NM0026  HISTORY     - Date     Condition        Report By
 NM0026  HISTORY     - 1934     MONUMENTED       CGS
 NM0026
 NM0026                          STATION DESCRIPTION
 NM0026
 NM0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0026'0.6 MI NE FROM ALTON.
 NM0026'0.6 MILE NORTHEAST ALONG THE SOO LINE RAILROAD, FORMERLY (C.ST.P.M.
 NM0026'AND O. RWY.) FROM THE STATION AT ALTON, 119 YARDS NORTHEAST
 NM0026'OF MILEPOST 227, 42 YARDS EAST OF THE CROSSING OF STATE HIGHWAY
 NM0026'33, 43 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 5.5 FEET
 NM0026'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 NM0026'B 16 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NM0026'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0995 ***********************************************************************
 MJ0995  DESIGNATION -  B 160
 MJ0995  PID         -  MJ0995
 MJ0995  STATE/COUNTY-  IA/MONONA
 MJ0995  USGS QUAD   -  MOORHEAD NW (1971)
 MJ0995
 MJ0995                         *CURRENT SURVEY CONTROL
 MJ0995  ___________________________________________________________________
 MJ0995* NAD 83(1986)-  41 54 06.     (N)    095 57 34.     (W)     SCALED    
 MJ0995* NAVD 88     -       358.649  (meters)    1176.67   (feet)  ADJUSTED  
 MJ0995  ___________________________________________________________________
 MJ0995  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 MJ0995  DYNAMIC HT  -         358.512 (meters)    1176.22  (feet)  COMP
 MJ0995  MODELED GRAV-     980,227.6   (mgal)                       NAVD 88
 MJ0995
 MJ0995  VERT ORDER  -  SECOND    CLASS 0
 MJ0995
 MJ0995.The horizontal coordinates were scaled from a topographic map and have
 MJ0995.an estimated accuracy of +/- 6 seconds.
 MJ0995
 MJ0995.The orthometric height was determined by differential leveling
 MJ0995.and adjusted by the National Geodetic Survey in June 1991..
 MJ0995
 MJ0995.The geoid height was determined by GEOID03.
 MJ0995
 MJ0995.The dynamic height is computed by dividing the NAVD 88
 MJ0995.geopotential number by the normal gravity value computed on the
 MJ0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0995.degrees latitude (g = 980.6199 gals.).
 MJ0995
 MJ0995.The modeled gravity was interpolated from observed gravity values.
 MJ0995
 MJ0995;                    North         East    Units  Estimated Accuracy
 MJ0995;SPC IA N     - 1,047,590.    1,295,940.      MT  (+/- 180 meters Scaled)
 MJ0995
 MJ0995                          SUPERSEDED SURVEY CONTROL
 MJ0995
 MJ0995  NGVD 29 (??/??/92)  358.503  (m)         1176.19   (f) ADJ UNCH    2 0
 MJ0995
 MJ0995.Superseded values are not recommended for survey control.
 MJ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0995.See file dsdata.txt to determine how the superseded data were derived.
 MJ0995
 MJ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG545430(NAD 83)
 MJ0995_MARKER: DB = BENCH MARK DISK
 MJ0995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0995_SP_SET: CONCRETE FLOODWALL
 MJ0995_STAMPING: B 160 1949
 MJ0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0995
 MJ0995  HISTORY     - Date     Condition        Report By
 MJ0995  HISTORY     - 1949     MONUMENTED       CGS
 MJ0995  HISTORY     - 1981     GOOD             LOCENG
 MJ0995
 MJ0995                          STATION DESCRIPTION
 MJ0995
 MJ0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0995'9.8 MI SE FROM BLENCOE.
 MJ0995'0.25 MILE EAST FROM THE CATHOLIC CHURCH ALONG THE MAIN STREET
 MJ0995'OF BLENCOE, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 MJ0995'1.2 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES EAST
 MJ0995'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT
 MJ0995'ROAD, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.55
 MJ0995'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.7 MILES EAST ALONG
 MJ0995'A GRADED GRAVELED ROAD, THENCE 0.8 MILE NORTHEAST ALONG A GRADED
 MJ0995'GRAVELED ROAD, 0.1 MILE NORTHEAST OF A FARMHOME, SET IN THE
 MJ0995'TOP OF A 13 X 23 FOOT CONCRETE FLOODWALL, WHICH IS AT THE
 MJ0995'BOTTOM OF A WASH BETWEEN TWO HILLS, 36 FEET NORTH OF THE CENTER
 MJ0995'LINE OF THE ROAD, 34 FEET SOUTHEAST OF A 36-INCH BLAZED COTTONWOOD
 MJ0995'TREE, ABOUT 10 FEET LOWER THAN THE ROAD, 4.0 FEET EAST OF THE
 MJ0995'WEST END OF THE FLOODWALL, 5.0 FEET NORTH OF A WIRE FENCE.
 MJ0995
 MJ0995                          STATION RECOVERY (1981)
 MJ0995
 MJ0995'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MJ0995'0.75 MILES EAST THROUGH TOWN FROM THE INTERSECTION OF COUNTY ROAD K
 MJ0995'45 AND MAIN STREET AT BLENCOE, THENCE 4.68 MILES EAST ALONG A PAVED
 MJ0995'COUNTY ROAD E 60 THENCE 2.67 MILES EAST ALONG A GRAVEL ROAD THENCE
 MJ0995'0.12 MILES NORTH EAST ALONG A GRAVEL ROAD, THENCE 0.73 EAST ALONG A
 MJ0995'WINDING GRAVEL ROAD, SET IN THE TOP OF A 13 X 13 CONCRETE FLOOD WALL,
 MJ0995'30 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4 FEET EAST OF THE WEST
 MJ0995'END OF THE FLOOD WALL, ABOUT 10 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0457 ***********************************************************************
 NL0457  DESIGNATION -  B 161
 NL0457  PID         -  NL0457
 NL0457  STATE/COUNTY-  IA/MONONA
 NL0457  USGS QUAD   -  CASTANA (1982)
 NL0457
 NL0457                         *CURRENT SURVEY CONTROL
 NL0457  ___________________________________________________________________
 NL0457* NAD 83(1986)-  42 06 16.     (N)    095 55 28.     (W)     SCALED    
 NL0457* NAVD 88     -       362.507  (meters)    1189.33   (feet)  ADJUSTED  
 NL0457  ___________________________________________________________________
 NL0457  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 NL0457  DYNAMIC HT  -         362.372 (meters)    1188.88  (feet)  COMP
 NL0457  MODELED GRAV-     980,238.9   (mgal)                       NAVD 88
 NL0457
 NL0457  VERT ORDER  -  SECOND    CLASS 0
 NL0457
 NL0457.The horizontal coordinates were scaled from a topographic map and have
 NL0457.an estimated accuracy of +/- 6 seconds.
 NL0457
 NL0457.The orthometric height was determined by differential leveling
 NL0457.and adjusted by the National Geodetic Survey in June 1991..
 NL0457
 NL0457.The geoid height was determined by GEOID03.
 NL0457
 NL0457.The dynamic height is computed by dividing the NAVD 88
 NL0457.geopotential number by the normal gravity value computed on the
 NL0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0457.degrees latitude (g = 980.6199 gals.).
 NL0457
 NL0457.The modeled gravity was interpolated from observed gravity values.
 NL0457
 NL0457;                    North         East    Units  Estimated Accuracy
 NL0457;SPC IA N     - 1,070,020.    1,299,490.      MT  (+/- 180 meters Scaled)
 NL0457
 NL0457                          SUPERSEDED SURVEY CONTROL
 NL0457
 NL0457  NGVD 29 (??/??/92)  362.360  (m)         1188.84   (f) ADJ UNCH    2 0
 NL0457
 NL0457.Superseded values are not recommended for survey control.
 NL0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0457.See file dsdata.txt to determine how the superseded data were derived.
 NL0457
 NL0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG581655(NAD 83)
 NL0457_MARKER: DB = BENCH MARK DISK
 NL0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0457_STAMPING: B 161 1949
 NL0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0457+STABILITY: SURFACE MOTION
 NL0457
 NL0457  HISTORY     - Date     Condition        Report By
 NL0457  HISTORY     - 1949     MONUMENTED       CGS
 NL0457  HISTORY     - 1982     GOOD             LOCENG
 NL0457
 NL0457                          STATION DESCRIPTION
 NL0457
 NL0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0457'4 MI NW FROM CASTANA.
 NL0457'0.2 MILE SOUTH ALONG IOWA STATE HIGHWAY 175 FROM THE CHICAGO
 NL0457'AND NORTH WESTERN RAILWAY STATION AT CASTANA, THENCE 0.65 MILE
 NL0457'WEST ALONG A GRAVELED ROAD, THENCE 1.8 MILES NORTH ALONG A
 NL0457'WINDING GRADED DIRT ROAD, THENCE 1.3 MILES NORTHWEST ALONG A
 NL0457'WINDING GRADED DIRT ROAD, ON THE NORTH SLOPE OF A SMALL WOODED
 NL0457'HILL, 90 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STEEL AND
 NL0457'WOODEN BRIDGE, 83 FEET WEST OF THE CENTER LINE OF THE ROAD,
 NL0457'1.0 FOOT SOUTH OF A WIRE FENCE, 1.0 FOOT EAST OF A REFERENCE
 NL0457'POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING
 NL0457'0.1 FOOT ABOVE THE GROUND.
 NL0457
 NL0457                          STATION RECOVERY (1982)
 NL0457
 NL0457'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 NL0457'GRADED DIRT ROAD IS NOW GRAVEL ROAD, NO STEEL AND WOODEN
 NL0457'BRIDGE-REPLACED WITH CULVERT 105 FEET WEST OF THE CENTERLINE OF THE
 NL0457'GRAVEL ROAD, 56 FEET WEST OF THE NORTH GATE POST 1.0 FOOT SOUTH OF A
 NL0457'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0366 ***********************************************************************
 MH0366  DESIGNATION -  B 164
 MH0366  PID         -  MH0366
 MH0366  STATE/COUNTY-  IA/POLK
 MH0366  USGS QUAD   -  DES MOINES SE (1976)
 MH0366
 MH0366                         *CURRENT SURVEY CONTROL
 MH0366  ___________________________________________________________________
 MH0366* NAD 83(1986)-  41 34 58.     (N)    093 37 29.     (W)     SCALED    
 MH0366* NAVD 88     -       245.418  (meters)     805.18   (feet)  ADJUSTED  
 MH0366  ___________________________________________________________________
 MH0366  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 MH0366  DYNAMIC HT  -         245.311 (meters)     804.82  (feet)  COMP
 MH0366  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 MH0366
 MH0366  VERT ORDER  -  FIRST     CLASS II
 MH0366
 MH0366.The horizontal coordinates were scaled from a topographic map and have
 MH0366.an estimated accuracy of +/- 6 seconds.
 MH0366
 MH0366.The orthometric height was determined by differential leveling
 MH0366.and adjusted by the National Geodetic Survey in June 1991..
 MH0366
 MH0366.The geoid height was determined by GEOID03.
 MH0366
 MH0366.The dynamic height is computed by dividing the NAVD 88
 MH0366.geopotential number by the normal gravity value computed on the
 MH0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0366.degrees latitude (g = 980.6199 gals.).
 MH0366
 MH0366.The modeled gravity was interpolated from observed gravity values.
 MH0366
 MH0366;                    North         East    Units  Estimated Accuracy
 MH0366;SPC IA S     -   175,780.      489,600.      MT  (+/- 180 meters Scaled)
 MH0366
 MH0366                          SUPERSEDED SURVEY CONTROL
 MH0366
 MH0366  NGVD 29 (??/??/92)  245.363  (m)          805.00   (f) ADJ UNCH    1 2
 MH0366
 MH0366.Superseded values are not recommended for survey control.
 MH0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0366.See file dsdata.txt to determine how the superseded data were derived.
 MH0366
 MH0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG479036(NAD 83)
 MH0366_MARKER: DB = BENCH MARK DISK
 MH0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0366_SP_SET: PIER
 MH0366_STAMPING: B 164 1950
 MH0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0366
 MH0366  HISTORY     - Date     Condition        Report By
 MH0366  HISTORY     - 1950     MONUMENTED       CGS
 MH0366
 MH0366                          STATION DESCRIPTION
 MH0366
 MH0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0366'AT DES MOINES.
 MH0366'AT DES MOINES, AT THE OVERPASS OF STATE HIGHWAY 46 OVER THE
 MH0366'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, SET VERTICALLY IN
 MH0366'THE SOUTH FACE OF THE NORTH PIER OF THE OVERPASS, 3 FEET ABOVE
 MH0366'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0052 ***********************************************************************
 MH0052  DESIGNATION -  B 168
 MH0052  PID         -  MH0052
 MH0052  STATE/COUNTY-  IA/WAPELLO
 MH0052  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0052
 MH0052                         *CURRENT SURVEY CONTROL
 MH0052  ___________________________________________________________________
 MH0052* NAD 83(1986)-  41 05 50.     (N)    092 26 01.     (W)     SCALED    
 MH0052* NAVD 88     -       255.538  (meters)     838.38   (feet)  ADJUSTED  
 MH0052  ___________________________________________________________________
 MH0052  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 MH0052  DYNAMIC HT  -         255.424 (meters)     838.00  (feet)  COMP
 MH0052  MODELED GRAV-     980,169.9   (mgal)                       NAVD 88
 MH0052
 MH0052  VERT ORDER  -  SECOND    CLASS 0
 MH0052
 MH0052.The horizontal coordinates were scaled from a topographic map and have
 MH0052.an estimated accuracy of +/- 6 seconds.
 MH0052
 MH0052.The orthometric height was determined by differential leveling
 MH0052.and adjusted by the National Geodetic Survey in June 1991..
 MH0052
 MH0052.The geoid height was determined by GEOID03.
 MH0052
 MH0052.The dynamic height is computed by dividing the NAVD 88
 MH0052.geopotential number by the normal gravity value computed on the
 MH0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0052.degrees latitude (g = 980.6199 gals.).
 MH0052
 MH0052.The modeled gravity was interpolated from observed gravity values.
 MH0052
 MH0052;                    North         East    Units  Estimated Accuracy
 MH0052;SPC IA S     -   122,390.      589,580.      MT  (+/- 180 meters Scaled)
 MH0052
 MH0052                          SUPERSEDED SURVEY CONTROL
 MH0052
 MH0052  NGVD 29 (??/??/92)  255.527  (m)          838.34   (f) ADJ UNCH    2 0
 MH0052
 MH0052.Superseded values are not recommended for survey control.
 MH0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0052.See file dsdata.txt to determine how the superseded data were derived.
 MH0052
 MH0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF475497(NAD 83)
 MH0052_MARKER: DB = BENCH MARK DISK
 MH0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0052_SP_SET: CULVERT
 MH0052_STAMPING: B 168 1963
 MH0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0052
 MH0052  HISTORY     - Date     Condition        Report By
 MH0052  HISTORY     - 1963     MONUMENTED       CGS
 MH0052
 MH0052                          STATION DESCRIPTION
 MH0052
 MH0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MH0052'6 MI N FROM OTTUMWA.
 MH0052'TO REACH FROM THE INTERSECTION OF U.S. HWY 63 AND STATE HWY 380,
 MH0052'GO WEST ON STATE HWY 380 FOR 0.9 MILE TO DIRT ROAD INTERSECTION.
 MH0052'CONTINUE WEST ON DIRT ROAD FOR 0.2 MILE TO RAILROAD CROSSING AND MARK
 MH0052'ON THE RIGHT, IN A CULVERT WALL 10 FEET EAST OF RAILROAD TRACKS,
 MH0052'68.5 FEET NORTH OF CENTERLINE OF ROAD AND RAILROAD CROSSING, AND
 MH0052'75 FEET WEST OF A SIDE ROAD.  A STANDARD DISK, STAMPED B 168 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0566 ***********************************************************************
 OP0566  DESIGNATION -  B 17
 OP0566  PID         -  OP0566
 OP0566  STATE/COUNTY-  IA/OSCEOLA
 OP0566  USGS QUAD   -  SIBLEY EAST (1972)
 OP0566
 OP0566                         *CURRENT SURVEY CONTROL
 OP0566  ___________________________________________________________________
 OP0566* NAD 83(1996)-  43 29 56.39062(N)    095 41 42.40867(W)     ADJUSTED  
 OP0566* NAVD 88     -       502.440  (meters)    1648.42   (feet)  ADJUSTED  
 OP0566  ___________________________________________________________________
 OP0566  X           -    -459,885.638 (meters)                     COMP
 OP0566  Y           -  -4,611,439.372 (meters)                     COMP
 OP0566  Z           -   4,368,208.504 (meters)                     COMP
 OP0566  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 OP0566  ELLIP HEIGHT-         475.84  (meters)          (06/14/00) GPS OBS
 OP0566  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 OP0566  DYNAMIC HT  -         502.315 (meters)    1648.01  (feet)  COMP
 OP0566  MODELED GRAV-     980,354.5   (mgal)                       NAVD 88
 OP0566
 OP0566  HORZ ORDER  -  FIRST
 OP0566  VERT ORDER  -  SECOND    CLASS 0
 OP0566  ELLP ORDER  -  FOURTH    CLASS I
 OP0566
 OP0566.The horizontal coordinates were established by GPS observations
 OP0566.and adjusted by the National Geodetic Survey in June 2000..
 OP0566
 OP0566.The orthometric height was determined by differential leveling
 OP0566.and adjusted by the National Geodetic Survey in June 1991..
 OP0566
 OP0566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0566
 OP0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0566
 OP0566.The ellipsoidal height was determined by GPS observations
 OP0566.and is referenced to NAD 83.
 OP0566
 OP0566.The geoid height was determined by GEOID03.
 OP0566
 OP0566.The dynamic height is computed by dividing the NAVD 88
 OP0566.geopotential number by the normal gravity value computed on the
 OP0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0566.degrees latitude (g = 980.6199 gals.).
 OP0566
 OP0566.The modeled gravity was interpolated from observed gravity values.
 OP0566
 OP0566;                    North         East     Units Scale Factor Converg.
 OP0566;SPC IA N     - 1,224,359.563 1,322,474.515   MT  1.00005074   -1 29 15.8
 OP0566;UTM  15      - 4,819,758.910   282,107.422   MT  1.00018403   -1 51 21.2
 OP0566
 OP0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0566!SPC IA N     -   0.99992539  x   1.00005074  =   0.99997612
 OP0566!UTM  15      -   0.99992539  x   1.00018403  =   1.00010940
 OP0566
 OP0566                          SUPERSEDED SURVEY CONTROL
 OP0566
 OP0566  NAVD 88 (06/14/00)  502.45   (m)         1648.5    (f) LEVELING    3  
 OP0566  NGVD 29 (??/??/92)  502.222  (m)         1647.71   (f) ADJ UNCH    2 0
 OP0566
 OP0566.Superseded values are not recommended for survey control.
 OP0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0566.See file dsdata.txt to determine how the superseded data were derived.
 OP0566
 OP0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8210719759(NAD 83)
 OP0566_MARKER: DB = BENCH MARK DISK
 OP0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0566_STAMPING: B 17 1934
 OP0566_MARK LOGO: NGS   
 OP0566_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0566+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1998
 OP0566
 OP0566  HISTORY     - Date     Condition        Report By
 OP0566  HISTORY     - 1934     MONUMENTED       NGS
 OP0566  HISTORY     - 19981117 GOOD             MNDT
 OP0566
 OP0566                          STATION DESCRIPTION
 OP0566
 OP0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0566'0.5 MI S FROM BIGELOW.
 OP0566'IN OSCEOLA COUNTY, IOWA, 0.5 MILE SOUTH ALONG THE CHICAGO, ST. PAUL,
 OP0566'MINNEAPOLIS AND OMAHA RAILWAY FROM THE STATION AT BIGELOW, NOBLES
 OP0566'COUNTY, MINNESOTA, 350 FEET SOUTH OF THE IOWA-MINNESOTA STATE LINE, 45
 OP0566'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND 1.9 FEET WEST OF THE
 OP0566'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 17 1934 AND SET IN THE
 OP0566'TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 OP0566
 OP0566                          STATION RECOVERY (1998)
 OP0566
 OP0566'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 OP0566'THE MARK WAS RECOVERED ABOUT 10 MI (16.1 KM) SW OF WORTHINGTON ON TH
 OP0566'60, 0.5 MI (0.8 KM) SOUTH OF BIGELOW RR STA, 350 FT (106.7 M) SOUTH OF
 OP0566'STATE BORDER LINE, 45 FT (13.7 M) EAST OF EAST RAIL OF MAIN RR TRACK,
 OP0566'AT TH 60 MP 55.90, 88.5 FT (27.0 M) NW OF TH 60, 0.6 FT (18.3 CM) SE
 OP0566'OF WITNESS POST.  MARK IS MAGNETIC, PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0248 ***********************************************************************
 NJ0248  DESIGNATION -  B 173
 NJ0248  PID         -  NJ0248
 NJ0248  STATE/COUNTY-  IA/DUBUQUE
 NJ0248  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0248
 NJ0248                         *CURRENT SURVEY CONTROL
 NJ0248  ___________________________________________________________________
 NJ0248* NAD 83(1986)-  42 27 57.     (N)    090 40 33.     (W)     SCALED    
 NJ0248* NAVD 88     -       194.429  (meters)     637.89   (feet)  ADJUSTED  
 NJ0248  ___________________________________________________________________
 NJ0248  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 NJ0248  DYNAMIC HT  -         194.368 (meters)     637.69  (feet)  COMP
 NJ0248  MODELED GRAV-     980,305.8   (mgal)                       NAVD 88
 NJ0248
 NJ0248  VERT ORDER  -  FIRST     CLASS I
 NJ0248
 NJ0248.The horizontal coordinates were scaled from a topographic map and have
 NJ0248.an estimated accuracy of +/- 6 seconds.
 NJ0248
 NJ0248.The orthometric height was determined by differential leveling
 NJ0248.and adjusted by the National Geodetic Survey in June 1991..
 NJ0248.WARNING-Repeat measurements at this control monument indicate possible
 NJ0248.vertical movement.
 NJ0248
 NJ0248.The geoid height was determined by GEOID03.
 NJ0248
 NJ0248.The dynamic height is computed by dividing the NAVD 88
 NJ0248.geopotential number by the normal gravity value computed on the
 NJ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0248.degrees latitude (g = 980.6199 gals.).
 NJ0248
 NJ0248.The modeled gravity was interpolated from observed gravity values.
 NJ0248
 NJ0248;                    North         East    Units  Estimated Accuracy
 NJ0248;SPC IA N     - 1,111,160.    1,732,220.      MT  (+/- 180 meters Scaled)
 NJ0248
 NJ0248                          SUPERSEDED SURVEY CONTROL
 NJ0248
 NJ0248  NGVD 29 (??/??/92)  194.479  (m)          638.05   (f) ADJ UNCH    1 1
 NJ0248
 NJ0248.Superseded values are not recommended for survey control.
 NJ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0248.See file dsdata.txt to determine how the superseded data were derived.
 NJ0248
 NJ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH910041(NAD 83)
 NJ0248_MARKER: DB = BENCH MARK DISK
 NJ0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0248_SP_SET: BRIDGE
 NJ0248_STAMPING: B 173 1962
 NJ0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0248+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2003
 NJ0248
 NJ0248  HISTORY     - Date     Condition        Report By
 NJ0248  HISTORY     - 1962     MONUMENTED       CGS
 NJ0248  HISTORY     - 1970     GOOD             NGS
 NJ0248  HISTORY     - 20030727 GOOD             USPSQD
 NJ0248
 NJ0248                          STATION DESCRIPTION
 NJ0248
 NJ0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0248'2.3 MI S FROM DUBUQUE.
 NJ0248'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0248'AT DUBUQUE, THENCE 1.8 MILES SOUTH ALONG U.S. HIGHWAYS 52, 61
 NJ0248'AND 151, 20.8 FEET EAST OF THE CENTER LINE OF THE NORTH BOUND
 NJ0248'TRAFFIC LANE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST
 NJ0248'END OF THE SOUTHEAST CONCRETE WINGWALL OF A CONCRETE HIGHWAY
 NJ0248'BRIDGE OVER CATFISH CREEK, 120 YARDS SOUTH OF BENCH MARK U 176,
 NJ0248'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  SEC 1, T 88N,
 NJ0248'R 2E.
 NJ0248
 NJ0248                          STATION RECOVERY (2003)
 NJ0248
 NJ0248'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0248'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 7 FEET EAST OF A
 NJ0248'GUARD RAIL, 4 FEET NORTH OF A --DUBUQUE, SPEED LIMIT 55-- SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0101 ***********************************************************************
 NJ0101  DESIGNATION -  B 175
 NJ0101  PID         -  NJ0101
 NJ0101  STATE/COUNTY-  IA/JACKSON
 NJ0101  USGS QUAD   -  SAVANNA (1990)
 NJ0101
 NJ0101                         *CURRENT SURVEY CONTROL
 NJ0101  ___________________________________________________________________
 NJ0101* NAD 83(1986)-  42 05 48.     (N)    090 11 50.     (W)     SCALED    
 NJ0101* NAVD 88     -       192.539  (meters)     631.69   (feet)  ADJUSTED  
 NJ0101  ___________________________________________________________________
 NJ0101  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 NJ0101  DYNAMIC HT  -         192.473 (meters)     631.47  (feet)  COMP
 NJ0101  MODELED GRAV-     980,276.8   (mgal)                       NAVD 88
 NJ0101
 NJ0101  VERT ORDER  -  FIRST     CLASS I
 NJ0101
 NJ0101.The horizontal coordinates were scaled from a topographic map and have
 NJ0101.an estimated accuracy of +/- 6 seconds.
 NJ0101
 NJ0101.The orthometric height was determined by differential leveling
 NJ0101.and adjusted by the National Geodetic Survey in June 1991..
 NJ0101
 NJ0101.The geoid height was determined by GEOID03.
 NJ0101
 NJ0101.The dynamic height is computed by dividing the NAVD 88
 NJ0101.geopotential number by the normal gravity value computed on the
 NJ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0101.degrees latitude (g = 980.6199 gals.).
 NJ0101
 NJ0101.The modeled gravity was interpolated from observed gravity values.
 NJ0101
 NJ0101;                    North         East    Units  Estimated Accuracy
 NJ0101;SPC IA N     - 1,071,610.    1,773,150.      MT  (+/- 180 meters Scaled)
 NJ0101
 NJ0101                          SUPERSEDED SURVEY CONTROL
 NJ0101
 NJ0101  NGVD 29 (??/??/92)  192.568  (m)          631.78   (f) ADJ UNCH    1 1
 NJ0101
 NJ0101.Superseded values are not recommended for survey control.
 NJ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0101.See file dsdata.txt to determine how the superseded data were derived.
 NJ0101
 NJ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG317643(NAD 83)
 NJ0101_MARKER: DB = BENCH MARK DISK
 NJ0101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0101_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0101_STAMPING: B 175 1970
 NJ0101_MARK LOGO: CGS   
 NJ0101_MAGNETIC: P = MARKER IS A STEEL PIPE
 NJ0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0101+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1998
 NJ0101
 NJ0101  HISTORY     - Date     Condition        Report By
 NJ0101  HISTORY     - 1970     MONUMENTED       NGS
 NJ0101  HISTORY     - 1988     GOOD             USPSQD
 NJ0101  HISTORY     - 19940610 GOOD             USPSQD
 NJ0101  HISTORY     - 19980106 GOOD             NGS
 NJ0101  HISTORY     - 20010331 GOOD             NGS
 NJ0101
 NJ0101                          STATION DESCRIPTION
 NJ0101
 NJ0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0101'3 MI NW FROM SABULA.
 NJ0101'ABOUT 3.0 MILES NORTHWEST ALONG U.S. HIGHWAY 52 AND 67 FROM THE
 NJ0101'MUNICIPAL BUILDING AT SABULA, 98 FEET EAST OF THE CENTER LINE
 NJ0101'OF THE HIGHWAY, 11.5 FEET SOUTH OF THE CENTER OF A GATE, 1.7 FEET
 NJ0101'WEST OF A FENCE, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 NJ0101'2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF A
 NJ0101'3-INCH IRON PIPE PROJECTING 3 INCHES.  SECTION 7, T84N, R7E.
 NJ0101
 NJ0101                          STATION RECOVERY (1988)
 NJ0101
 NJ0101'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0101'RECOVERED IN GOOD CONDITION.
 NJ0101
 NJ0101                          STATION RECOVERY (1994)
 NJ0101
 NJ0101'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0101'RECOVERED IN GOOD CONDITION.
 NJ0101
 NJ0101                          STATION RECOVERY (1998)
 NJ0101
 NJ0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 NJ0101'1.6 KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 NJ0101'IN SABULA, THENCE 3.1 KM (1.90 MI) NORTHERLY ALONG U.S.  HIGHWAY 152,
 NJ0101'29.6 M (97.1 FT) EAST OF THE HIGHWAY CENTERLINE, 3.6 M (11.8 FT) SOUTH
 NJ0101'OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT) SOUTH OF A
 NJ0101'WITNESS POST, 0.4 M (1.3 FT) WEST OF A FENCE, AND 0.3 M (1.0 FT) ABOVE
 NJ0101'THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS AFFIXED TO A 3-INCH METAL
 NJ0101'PIPE THAT PROJECTS 0.01 M (0.03 FT) ABOVE THE GROUND SURFACE.
 NJ0101
 NJ0101                          STATION RECOVERY (2001)
 NJ0101
 NJ0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0101'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0261 ***********************************************************************
 NJ0261  DESIGNATION -  B 176
 NJ0261  PID         -  NJ0261
 NJ0261  STATE/COUNTY-  IA/JACKSON
 NJ0261  USGS QUAD   -  LA MOTTE (1972)
 NJ0261
 NJ0261                         *CURRENT SURVEY CONTROL
 NJ0261  ___________________________________________________________________
 NJ0261* NAD 83(1986)-  42 19 44.     (N)    090 30 10.     (W)     SCALED    
 NJ0261* NAVD 88     -       316.646  (meters)    1038.86   (feet)  ADJUSTED  
 NJ0261  ___________________________________________________________________
 NJ0261  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 NJ0261  DYNAMIC HT  -         316.543 (meters)    1038.52  (feet)  COMP
 NJ0261  MODELED GRAV-     980,288.7   (mgal)                       NAVD 88
 NJ0261
 NJ0261  VERT ORDER  -  FIRST     CLASS I
 NJ0261
 NJ0261.The horizontal coordinates were scaled from a topographic map and have
 NJ0261.an estimated accuracy of +/- 6 seconds.
 NJ0261
 NJ0261.The orthometric height was determined by differential leveling
 NJ0261.and adjusted by the National Geodetic Survey in June 1991..
 NJ0261
 NJ0261.The geoid height was determined by GEOID03.
 NJ0261
 NJ0261.The dynamic height is computed by dividing the NAVD 88
 NJ0261.geopotential number by the normal gravity value computed on the
 NJ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0261.degrees latitude (g = 980.6199 gals.).
 NJ0261
 NJ0261.The modeled gravity was interpolated from observed gravity values.
 NJ0261
 NJ0261;                    North         East    Units  Estimated Accuracy
 NJ0261;SPC IA N     - 1,096,450.    1,746,980.      MT  (+/- 180 meters Scaled)
 NJ0261
 NJ0261                          SUPERSEDED SURVEY CONTROL
 NJ0261
 NJ0261  NGVD 29 (??/??/92)  316.686  (m)         1038.99   (f) ADJ UNCH    1 1
 NJ0261
 NJ0261.Superseded values are not recommended for survey control.
 NJ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0261.See file dsdata.txt to determine how the superseded data were derived.
 NJ0261
 NJ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG057893(NAD 83)
 NJ0261_MARKER: DB = BENCH MARK DISK
 NJ0261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0261_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0261_STAMPING: B 176 1970
 NJ0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0261
 NJ0261  HISTORY     - Date     Condition        Report By
 NJ0261  HISTORY     - 1970     MONUMENTED       NGS
 NJ0261  HISTORY     - 1988     POOR             USPSQD
 NJ0261  HISTORY     - 19940917 GOOD             USPSQD
 NJ0261  HISTORY     - 20010331 GOOD             NGS
 NJ0261
 NJ0261                          STATION DESCRIPTION
 NJ0261
 NJ0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0261'7.1 MI NW FROM BELLEVUE.
 NJ0261'ABOUT 7.1 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM
 NJ0261'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE,
 NJ0261'61 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET WEST OF A
 NJ0261'TELEPHONE POLE, 2.4 FEET SOUTH OF A FENCE, 2.5 FEET EAST OF A
 NJ0261'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 NJ0261'HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 NJ0261'3 INCHES.  SECTION 21, T 87N, R 4E.
 NJ0261
 NJ0261                          STATION RECOVERY (1988)
 NJ0261
 NJ0261'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0261'MARK RECOVERED IN POOR CONDITION.
 NJ0261
 NJ0261                          STATION RECOVERY (1994)
 NJ0261
 NJ0261'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0261'RECOVERED IN GOOD CONDITION.
 NJ0261
 NJ0261                          STATION RECOVERY (2001)
 NJ0261
 NJ0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0261'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0282 ***********************************************************************
 NJ0282  DESIGNATION -  B 177
 NJ0282  PID         -  NJ0282
 NJ0282  STATE/COUNTY-  IA/DUBUQUE
 NJ0282  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0282
 NJ0282                         *CURRENT SURVEY CONTROL
 NJ0282  ___________________________________________________________________
 NJ0282* NAD 83(1986)-  42 29 31.     (N)    090 39 51.     (W)     SCALED    
 NJ0282* NAVD 88     -       186.939  (meters)     613.32   (feet)  ADJUSTED  
 NJ0282  ___________________________________________________________________
 NJ0282  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 NJ0282  DYNAMIC HT  -         186.881 (meters)     613.13  (feet)  COMP
 NJ0282  MODELED GRAV-     980,311.1   (mgal)                       NAVD 88
 NJ0282
 NJ0282  VERT ORDER  -  FIRST     CLASS I
 NJ0282
 NJ0282.The horizontal coordinates were scaled from a topographic map and have
 NJ0282.an estimated accuracy of +/- 6 seconds.
 NJ0282
 NJ0282.The orthometric height was determined by differential leveling
 NJ0282.and adjusted by the National Geodetic Survey in June 1991..
 NJ0282
 NJ0282.The geoid height was determined by GEOID03.
 NJ0282
 NJ0282.The dynamic height is computed by dividing the NAVD 88
 NJ0282.geopotential number by the normal gravity value computed on the
 NJ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0282.degrees latitude (g = 980.6199 gals.).
 NJ0282
 NJ0282.The modeled gravity was interpolated from observed gravity values.
 NJ0282
 NJ0282;                    North         East    Units  Estimated Accuracy
 NJ0282;SPC IA N     - 1,114,090.    1,733,080.      MT  (+/- 180 meters Scaled)
 NJ0282
 NJ0282                          SUPERSEDED SURVEY CONTROL
 NJ0282
 NJ0282  NGVD 29 (??/??/92)  186.990  (m)          613.48   (f) ADJ UNCH    1 1
 NJ0282
 NJ0282.Superseded values are not recommended for survey control.
 NJ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0282.See file dsdata.txt to determine how the superseded data were derived.
 NJ0282
 NJ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH919070(NAD 83)
 NJ0282_MARKER: DB = BENCH MARK DISK
 NJ0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0282_SP_SET: MANHOLE FOUNDATION
 NJ0282_STAMPING: B 177 1970
 NJ0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0282
 NJ0282  HISTORY     - Date     Condition        Report By
 NJ0282  HISTORY     - 1970     MONUMENTED       NGS
 NJ0282  HISTORY     - 20030727 MARK NOT FOUND   USPSQD
 NJ0282  HISTORY     - 20060730 MARK NOT FOUND   GEOCAC
 NJ0282
 NJ0282                          STATION DESCRIPTION
 NJ0282
 NJ0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0282'0.5 MI S FROM DUBUQUE.
 NJ0282'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0282'AT DUBUQUE, 93 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 NJ0282'CONCRETE PILLAR AT THE WEST END OF THE JULIEN DUBUQUE U.S.
 NJ0282'HIGHWAY 20 BRIDGE OVER THE MISSISSIPPI RIVER, 153 1/2 FEET EAST
 NJ0282'OF THE CENTER LINE OF U.S. HIGHWAYS 52, 61 AND 151 WHICH LEADS
 NJ0282'SOUTH, 96 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 20, SET
 NJ0282'IN THE TOP OF THE NORTHWEST CORNER OF A 6- X 8-FOOT CONCRETE
 NJ0282'FOUNDATION FOR A MANHOLE WHICH EXTENDS 6 1/2 FEET BELOW THE
 NJ0282'SURFACE OF THE GROUND, 6.0 FEET NORTH OF A CONCRETE RETAINING
 NJ0282'WALL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.  SECTION
 NJ0282'25, T 89 N, R 2 E.
 NJ0282
 NJ0282                          STATION RECOVERY (2003)
 NJ0282
 NJ0282'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0282'MARK NOT FOUND.
 NJ0282
 NJ0282                          STATION RECOVERY (2006)
 NJ0282
 NJ0282'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0282'A THOROUGH SEARCH REVEALED NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0368 ***********************************************************************
 NJ0368  DESIGNATION -  B 178
 NJ0368  PID         -  NJ0368
 NJ0368  STATE/COUNTY-  IA/DUBUQUE
 NJ0368  USGS QUAD   -  HOLY CROSS (1957)
 NJ0368
 NJ0368                         *CURRENT SURVEY CONTROL
 NJ0368  ___________________________________________________________________
 NJ0368* NAD 83(1986)-  42 35 00.     (N)    090 55 18.     (W)     SCALED    
 NJ0368* NAVD 88     -       346.856  (meters)    1137.98   (feet)  ADJUSTED  
 NJ0368  ___________________________________________________________________
 NJ0368  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 NJ0368  DYNAMIC HT  -         346.746 (meters)    1137.62  (feet)  COMP
 NJ0368  MODELED GRAV-     980,295.5   (mgal)                       NAVD 88
 NJ0368
 NJ0368  VERT ORDER  -  FIRST     CLASS I
 NJ0368
 NJ0368.The horizontal coordinates were scaled from a topographic map and have
 NJ0368.an estimated accuracy of +/- 6 seconds.
 NJ0368
 NJ0368.The orthometric height was determined by differential leveling
 NJ0368.and adjusted by the National Geodetic Survey in June 1991..
 NJ0368
 NJ0368.The geoid height was determined by GEOID03.
 NJ0368
 NJ0368.The dynamic height is computed by dividing the NAVD 88
 NJ0368.geopotential number by the normal gravity value computed on the
 NJ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0368.degrees latitude (g = 980.6199 gals.).
 NJ0368
 NJ0368.The modeled gravity was interpolated from observed gravity values.
 NJ0368
 NJ0368;                    North         East    Units  Estimated Accuracy
 NJ0368;SPC IA N     - 1,123,560.    1,711,610.      MT  (+/- 180 meters Scaled)
 NJ0368
 NJ0368                          SUPERSEDED SURVEY CONTROL
 NJ0368
 NJ0368  NGVD 29 (??/??/92)  346.893  (m)         1138.10   (f) ADJ UNCH    1 1
 NJ0368
 NJ0368.Superseded values are not recommended for survey control.
 NJ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0368.See file dsdata.txt to determine how the superseded data were derived.
 NJ0368
 NJ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH705166(NAD 83)
 NJ0368_MARKER: DB = BENCH MARK DISK
 NJ0368_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0368_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0368_STAMPING: B 178 1970
 NJ0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0368
 NJ0368  HISTORY     - Date     Condition        Report By
 NJ0368  HISTORY     - 1970     MONUMENTED       NGS
 NJ0368  HISTORY     - 20010331 GOOD             NGS
 NJ0368
 NJ0368                          STATION DESCRIPTION
 NJ0368
 NJ0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0368'9 MI E FROM LUXEMBURG.
 NJ0368'ABOUT 8.95 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0368'FROM THE HOLY TRINITY CHURCH AT LUXEMBURG, AT THE NORTHWEST CORNER
 NJ0368'OF A CEMETERY, 28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 NJ0368'22 FEET NORTH OF TELEPHONE POLE NUMBER 968-1, 14 FEET EAST OF THE
 NJ0368'CENTER OF A WOODEN GATE, 3 FEET SOUTH OF A METAL CORNER FENCE
 NJ0368'POST FOR A FENCE AROUND THE CEMETERY, 0.8 FOOT WEST OF THE
 NJ0368'FENCE, 3.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 NJ0368'THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 NJ0368'2 INCHES.  SECTION 26, T90N, R1W.
 NJ0368
 NJ0368                          STATION RECOVERY (2001)
 NJ0368
 NJ0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0368'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0445 ***********************************************************************
 NJ0445  DESIGNATION -  B 179
 NJ0445  PID         -  NJ0445
 NJ0445  STATE/COUNTY-  IA/CLAYTON
 NJ0445  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0445
 NJ0445                         *CURRENT SURVEY CONTROL
 NJ0445  ___________________________________________________________________
 NJ0445* NAD 83(1986)-  42 42 28.     (N)    091 04 34.     (W)     SCALED    
 NJ0445* NAVD 88     -       193.446  (meters)     634.66   (feet)  ADJUSTED  
 NJ0445  ___________________________________________________________________
 NJ0445  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 NJ0445  DYNAMIC HT  -         193.392 (meters)     634.49  (feet)  COMP
 NJ0445  MODELED GRAV-     980,341.6   (mgal)                       NAVD 88
 NJ0445
 NJ0445  VERT ORDER  -  FIRST     CLASS I
 NJ0445
 NJ0445.The horizontal coordinates were scaled from a topographic map and have
 NJ0445.an estimated accuracy of +/- 6 seconds.
 NJ0445
 NJ0445.The orthometric height was determined by differential leveling
 NJ0445.and adjusted by the National Geodetic Survey in June 1991..
 NJ0445
 NJ0445.The geoid height was determined by GEOID03.
 NJ0445
 NJ0445.The dynamic height is computed by dividing the NAVD 88
 NJ0445.geopotential number by the normal gravity value computed on the
 NJ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0445.degrees latitude (g = 980.6199 gals.).
 NJ0445
 NJ0445.The modeled gravity was interpolated from observed gravity values.
 NJ0445
 NJ0445;                    North         East    Units  Estimated Accuracy
 NJ0445;SPC IA N     - 1,137,000.    1,698,540.      MT  (+/- 180 meters Scaled)
 NJ0445
 NJ0445                          SUPERSEDED SURVEY CONTROL
 NJ0445
 NJ0445  NGVD 29 (??/??/92)  193.494  (m)          634.82   (f) ADJ UNCH    1 1
 NJ0445
 NJ0445.Superseded values are not recommended for survey control.
 NJ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0445.See file dsdata.txt to determine how the superseded data were derived.
 NJ0445
 NJ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH575301(NAD 83)
 NJ0445_MARKER: DB = BENCH MARK DISK
 NJ0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0445_SP_SET: ABUTMENT
 NJ0445_STAMPING: B 179 1970
 NJ0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0445+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 NJ0445
 NJ0445  HISTORY     - Date     Condition        Report By
 NJ0445  HISTORY     - 1970     MONUMENTED       NGS
 NJ0445  HISTORY     - 19950507 GOOD             USPSQD
 NJ0445  HISTORY     - 20030606 GOOD             JCLS
 NJ0445  HISTORY     - 20050422 GOOD             JCLS
 NJ0445
 NJ0445                          STATION DESCRIPTION
 NJ0445
 NJ0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0445'7.6 MI N FROM LUXEMBURG.
 NJ0445'ABOUT 7.6 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE HOLY
 NJ0445'TRINITY CHURCH AT LUXEMBURG, OR ABOUT 6.2 MILES SOUTHEAST ALONG
 NJ0445'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE
 NJ0445'STATION AT GUTTENBERG, THENCE 2.2 MILES WEST ALONG A DIRT AND
 NJ0445'GRAVELED ROAD, THENCE 0.55 MILE SOUTH ALONG U.S. HIGHWAY 52,
 NJ0445'18.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 NJ0445'TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A CONCRETE
 NJ0445'HIGHWAY BRIDGE OVER THE TURKEY RIVER, AND ABOUT 1/2 FOOT ABOVE
 NJ0445'THE LEVEL OF THE HIGHWAY.  SECTION 9, T 91N, R 2W.  NOTE-- THIS
 NJ0445'MARK IS 400 FEET EAST-NORTHEAST OF THE RYAN FARMERS CREAMERY
 NJ0445'AT THE NORTH EDGE OF THE COMMUNITY OF MILLVILLE.
 NJ0445
 NJ0445                          STATION RECOVERY (1995)
 NJ0445
 NJ0445'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0445'RECOVERED IN GOOD CONDITION.
 NJ0445
 NJ0445                          STATION RECOVERY (2003)
 NJ0445
 NJ0445'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 NJ0445'RECOVERED IN GOOD CONDITION.
 NJ0445
 NJ0445                          STATION RECOVERY (2005)
 NJ0445
 NJ0445'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 NJ0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0488 ***********************************************************************
 OP0488  DESIGNATION -  B 18
 OP0488  PID         -  OP0488
 OP0488  STATE/COUNTY-  IA/CLAY
 OP0488  USGS QUAD   -  EVERLY (1970)
 OP0488
 OP0488                         *CURRENT SURVEY CONTROL
 OP0488  ___________________________________________________________________
 OP0488* NAD 83(1986)-  43 09 36.     (N)    095 18 31.     (W)     SCALED    
 OP0488* NAVD 88     -       410.122  (meters)    1345.54   (feet)  ADJUSTED  
 OP0488  ___________________________________________________________________
 OP0488  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 OP0488  DYNAMIC HT  -         409.992 (meters)    1345.12  (feet)  COMP
 OP0488  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 OP0488
 OP0488  VERT ORDER  -  SECOND    CLASS 0
 OP0488
 OP0488.The horizontal coordinates were scaled from a topographic map and have
 OP0488.an estimated accuracy of +/- 6 seconds.
 OP0488
 OP0488.The orthometric height was determined by differential leveling
 OP0488.and adjusted by the National Geodetic Survey in June 1991..
 OP0488
 OP0488.The geoid height was determined by GEOID03.
 OP0488
 OP0488.The dynamic height is computed by dividing the NAVD 88
 OP0488.geopotential number by the normal gravity value computed on the
 OP0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0488.degrees latitude (g = 980.6199 gals.).
 OP0488
 OP0488.The modeled gravity was interpolated from observed gravity values.
 OP0488
 OP0488;                    North         East    Units  Estimated Accuracy
 OP0488;SPC IA N     - 1,185,970.    1,352,920.      MT  (+/- 180 meters Scaled)
 OP0488
 OP0488                          SUPERSEDED SURVEY CONTROL
 OP0488
 OP0488  NGVD 29 (??/??/92)  409.964  (m)         1345.02   (f) ADJ UNCH    2 0
 OP0488
 OP0488.Superseded values are not recommended for survey control.
 OP0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0488.See file dsdata.txt to determine how the superseded data were derived.
 OP0488
 OP0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH123811(NAD 83)
 OP0488_MARKER: DB = BENCH MARK DISK
 OP0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0488_STAMPING: B 18 1934
 OP0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0488+STABILITY: SURFACE MOTION
 OP0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0488+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 OP0488
 OP0488  HISTORY     - Date     Condition        Report By
 OP0488  HISTORY     - 1934     MONUMENTED       CGS
 OP0488  HISTORY     - 20031105 GOOD             JCLS
 OP0488
 OP0488                          STATION DESCRIPTION
 OP0488
 OP0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0488'1.0 MI E FROM EVERLY.
 OP0488'1.0 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0488'RAILROAD FROM THE STATION AT EVERLY, CLAY COUNTY, 66.0 FEET NORTHEAST
 OP0488'OF A SECTION-ROAD CROSSING, 46.1 FEET NORTH OF THE NORTH RAIL, 24.0
 OP0488'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 1.0 FOOT SOUTH OF A FENCE. A
 OP0488'STANDARD DISK, STAMPED B 18 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0488'PROJECTING 6 INCHES ABOVE GROUND.
 OP0488
 OP0488                          STATION RECOVERY (2003)
 OP0488
 OP0488'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 OP0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1380 ***********************************************************************
 MJ1380  DESIGNATION -  B 180
 MJ1380  PID         -  MJ1380
 MJ1380  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1380  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1380
 MJ1380                         *CURRENT SURVEY CONTROL
 MJ1380  ___________________________________________________________________
 MJ1380* NAD 83(1986)-  41 18 17.     (N)    095 52 06.     (W)     SCALED    
 MJ1380* NAVD 88     -       297.923  (meters)     977.44   (feet)  ADJUSTED  
 MJ1380  ___________________________________________________________________
 MJ1380  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 MJ1380  DYNAMIC HT  -         297.798 (meters)     977.03  (feet)  COMP
 MJ1380  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 MJ1380
 MJ1380  VERT ORDER  -  FIRST     CLASS II
 MJ1380
 MJ1380.The horizontal coordinates were scaled from a topographic map and have
 MJ1380.an estimated accuracy of +/- 6 seconds.
 MJ1380
 MJ1380.The orthometric height was determined by differential leveling
 MJ1380.and adjusted by the National Geodetic Survey in June 1991..
 MJ1380
 MJ1380.The geoid height was determined by GEOID03.
 MJ1380
 MJ1380.The dynamic height is computed by dividing the NAVD 88
 MJ1380.geopotential number by the normal gravity value computed on the
 MJ1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1380.degrees latitude (g = 980.6199 gals.).
 MJ1380
 MJ1380.The modeled gravity was interpolated from observed gravity values.
 MJ1380
 MJ1380;                    North         East    Units  Estimated Accuracy
 MJ1380;SPC IA S     -   147,590.      301,700.      MT  (+/- 180 meters Scaled)
 MJ1380
 MJ1380                          SUPERSEDED SURVEY CONTROL
 MJ1380
 MJ1380.No superseded survey control is available for this station.
 MJ1380
 MJ1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF598765(NAD 83)
 MJ1380_MARKER: I = METAL ROD
 MJ1380_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1380_SP_SET: STAINLESS STEEL ROD
 MJ1380_STAMPING: B 180 1989
 MJ1380_MARK LOGO: NGS   
 MJ1380_PROJECTION: FLUSH
 MJ1380_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1380+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1380_ROD/PIPE-DEPTH: 24.4 meters
 MJ1380
 MJ1380  HISTORY     - Date     Condition        Report By
 MJ1380  HISTORY     - 1989     MONUMENTED       NGS
 MJ1380
 MJ1380                          STATION DESCRIPTION
 MJ1380
 MJ1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1380'2.2 KM (1.35 MI) NORTHERLY ALONG STATE HIGHWAY 192 FROM ITS JUNCTION
 MJ1380'WITH BROADWAY IN COUNCIL BLUFFS, THENCE 0.3 KM (0.20 MI) NORTHEASTERLY
 MJ1380'ALONG A PAVED ROAD, THENCE 2.3 KM (1.45 MI) NORTHERLY ALONG COUNTY
 MJ1380'ROAD L 19, 19.2 M (63.0 FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING
 MJ1380'EAST, 11.0 M (36.1 FT) EAST OF THE CENTER OF THE ROAD, 1.5 M (4.9 FT)
 MJ1380'SOUTH OF A UTILITY POLE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE ROAD,
 MJ1380'AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO DATUM
 MJ1380'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1919 ***********************************************************************
 NM1919  DESIGNATION -  B 181
 NM1919  PID         -  NM1919
 NM1919  STATE/COUNTY-  IA/WOODBURY
 NM1919  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1919
 NM1919                         *CURRENT SURVEY CONTROL
 NM1919  ___________________________________________________________________
 NM1919* NAD 83(1986)-  42 29 20.     (N)    096 24 05.     (W)     SCALED    
 NM1919* NAVD 88     -       333.956  (meters)    1095.65   (feet)  ADJUSTED  
 NM1919  ___________________________________________________________________
 NM1919  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 NM1919  DYNAMIC HT  -         333.851 (meters)    1095.31  (feet)  COMP
 NM1919  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 NM1919
 NM1919  VERT ORDER  -  FIRST     CLASS II
 NM1919
 NM1919.The horizontal coordinates were scaled from a topographic map and have
 NM1919.an estimated accuracy of +/- 6 seconds.
 NM1919
 NM1919.The orthometric height was determined by differential leveling
 NM1919.and adjusted by the National Geodetic Survey in June 1991..
 NM1919
 NM1919.The geoid height was determined by GEOID03.
 NM1919
 NM1919.The dynamic height is computed by dividing the NAVD 88
 NM1919.geopotential number by the normal gravity value computed on the
 NM1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1919.degrees latitude (g = 980.6199 gals.).
 NM1919
 NM1919.The modeled gravity was interpolated from observed gravity values.
 NM1919
 NM1919;                    North         East    Units  Estimated Accuracy
 NM1919;SPC IA N     - 1,113,940.    1,261,530.      MT  (+/- 180 meters Scaled)
 NM1919
 NM1919                          SUPERSEDED SURVEY CONTROL
 NM1919
 NM1919.No superseded survey control is available for this station.
 NM1919
 NM1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN135073(NAD 83)
 NM1919_MARKER: I = METAL ROD
 NM1919_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1919_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NM1919_STAMPING: B 181 1989
 NM1919_MARK LOGO: NGS   
 NM1919_PROJECTION: FLUSH
 NM1919_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1919+STABILITY: POSITION/ELEVATION WELL
 NM1919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1919+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1990
 NM1919_ROD/PIPE-DEPTH: 17.0 meters
 NM1919_SLEEVE-DEPTH  : 4.8 meters
 NM1919
 NM1919  HISTORY     - Date     Condition        Report By
 NM1919  HISTORY     - 1989     MONUMENTED       NGS
 NM1919  HISTORY     - 19900420 GOOD             NGS
 NM1919
 NM1919                          STATION DESCRIPTION
 NM1919
 NM1919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1919'IN SIOUX CITY, AT THE INTERSECTION OF DACE AVENUE AND GORDON DRIVE, AT
 NM1919'THE SOUTHWEST CORNER OF GATEWAY PARK, 80.0 M (262.5 FT) SOUTH OF THE
 NM1919'SOUTH CURB OF THE DRIVE, 28.7 M (94.2 FT) SOUTHEAST OF A FLAG POLE,
 NM1919'16.3 M (53.5 FT) SOUTHWEST OF THE CENTER OF THE AVENUE AND INTERSTATE
 NM1919'HIGHWAY 29 OFF RAMP, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE AVENUE AND
 NM1919'OFF RANP, AND 0.8 M (2.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 NM1919'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NM1919
 NM1919                          STATION RECOVERY (1990)
 NM1919
 NM1919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NM1919'IN SIOUX CITY, AT THE INTERSECTION OF DACE AVENUE AND GORDON DRIVE,
 NM1919'AT THE SOUTHEAST CORNER OF GATEWAY PARK, 80.8 M (265.1 FT) SOUTH OF
 NM1919'THE SOUTH CURB OF THE DRIVE, 28.7 M (94.2 FT) SOUTHEAST OF A FLAG
 NM1919'POLE, 16.3 M (53.5 FT) SOUTHWEST OF THE CENTER OF THE AVENUE AND
 NM1919'INTERSTATE HIGHWAY 29 OFF RAMP, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 NM1919'AVENUE AND OFF RAMP, AND 0.8 M (2.6 FT) NORTH OF A WITNESS POST AND
 NM1919'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1430 ***********************************************************************
 LF1430  DESIGNATION -  B 182
 LF1430  PID         -  LF1430
 LF1430  STATE/COUNTY-  IA/FREMONT
 LF1430  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1430
 LF1430                         *CURRENT SURVEY CONTROL
 LF1430  ___________________________________________________________________
 LF1430* NAD 83(1986)-  40 42 41.     (N)    095 48 32.     (W)     SCALED    
 LF1430* NAVD 88     -       280.853  (meters)     921.43   (feet)  ADJUSTED  
 LF1430  ___________________________________________________________________
 LF1430  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LF1430  DYNAMIC HT  -         280.707 (meters)     920.95  (feet)  COMP
 LF1430  MODELED GRAV-     980,097.7   (mgal)                       NAVD 88
 LF1430
 LF1430  VERT ORDER  -  FIRST     CLASS II
 LF1430
 LF1430.The horizontal coordinates were scaled from a topographic map and have
 LF1430.an estimated accuracy of +/- 6 seconds.
 LF1430
 LF1430.The orthometric height was determined by differential leveling
 LF1430.and adjusted by the National Geodetic Survey in June 1991..
 LF1430
 LF1430.The geoid height was determined by GEOID03.
 LF1430
 LF1430.The dynamic height is computed by dividing the NAVD 88
 LF1430.geopotential number by the normal gravity value computed on the
 LF1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1430.degrees latitude (g = 980.6199 gals.).
 LF1430
 LF1430.The modeled gravity was interpolated from observed gravity values.
 LF1430
 LF1430;                    North         East    Units  Estimated Accuracy
 LF1430;SPC IA S     -    81,590.      304,920.      MT  (+/- 180 meters Scaled)
 LF1430
 LF1430                          SUPERSEDED SURVEY CONTROL
 LF1430
 LF1430.No superseded survey control is available for this station.
 LF1430
 LF1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF627105(NAD 83)
 LF1430_MARKER: I = METAL ROD
 LF1430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1430_SP_SET: STAINLESS STEEL ROD
 LF1430_STAMPING: B 182 1989
 LF1430_MARK LOGO: NGS   
 LF1430_PROJECTION: FLUSH
 LF1430_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1430+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1430_ROD/PIPE-DEPTH: 29.0 meters
 LF1430
 LF1430  HISTORY     - Date     Condition        Report By
 LF1430  HISTORY     - 1989     MONUMENTED       NGS
 LF1430
 LF1430                          STATION DESCRIPTION
 LF1430
 LF1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1430'2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LF1430'INTERSTATE HIGHWAY 29, THENCE 2.4 KM (1.50 MI) NORTHERLY ALONG COUNTY
 LF1430'ROAD L 31, 15.0 M (49.2 FT) EAST OF THE CENTER OF THE ROAD, 1.5 M
 LF1430'(4.9 FT) NORTH OF A UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 LF1430'THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO
 LF1430'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1442 ***********************************************************************
 LF1442  DESIGNATION -  B 183
 LF1442  PID         -  LF1442
 LF1442  STATE/COUNTY-  IA/FREMONT
 LF1442  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1442
 LF1442                         *CURRENT SURVEY CONTROL
 LF1442  ___________________________________________________________________
 LF1442* NAD 83(1986)-  40 41 20.     (N)    095 46 50.     (W)     SCALED    
 LF1442* NAVD 88     -       280.130  (meters)     919.06   (feet)  ADJUSTED  
 LF1442  ___________________________________________________________________
 LF1442  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LF1442  DYNAMIC HT  -         279.984 (meters)     918.58  (feet)  COMP
 LF1442  MODELED GRAV-     980,094.9   (mgal)                       NAVD 88
 LF1442
 LF1442  VERT ORDER  -  FIRST     CLASS II
 LF1442
 LF1442.The horizontal coordinates were scaled from a topographic map and have
 LF1442.an estimated accuracy of +/- 6 seconds.
 LF1442
 LF1442.The orthometric height was determined by differential leveling
 LF1442.and adjusted by the National Geodetic Survey in June 1991..
 LF1442
 LF1442.The geoid height was determined by GEOID03.
 LF1442
 LF1442.The dynamic height is computed by dividing the NAVD 88
 LF1442.geopotential number by the normal gravity value computed on the
 LF1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1442.degrees latitude (g = 980.6199 gals.).
 LF1442
 LF1442.The modeled gravity was interpolated from observed gravity values.
 LF1442
 LF1442;                    North         East    Units  Estimated Accuracy
 LF1442;SPC IA S     -    79,030.      307,250.      MT  (+/- 180 meters Scaled)
 LF1442
 LF1442                          SUPERSEDED SURVEY CONTROL
 LF1442
 LF1442.No superseded survey control is available for this station.
 LF1442
 LF1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF650079(NAD 83)
 LF1442_MARKER: I = METAL ROD
 LF1442_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1442_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1442_STAMPING: B 183 1989
 LF1442_MARK LOGO: NGS   
 LF1442_PROJECTION: FLUSH
 LF1442_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LF1442+STABILITY: POSITION/ELEVATION WELL
 LF1442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1442+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1991
 LF1442_ROD/PIPE-DEPTH: 25.4 meters
 LF1442_SLEEVE-DEPTH  : 4.6 meters
 LF1442
 LF1442  HISTORY     - Date     Condition        Report By
 LF1442  HISTORY     - 1989     MONUMENTED       NGS
 LF1442  HISTORY     - 19911024 GOOD             NGS
 LF1442
 LF1442                          STATION DESCRIPTION
 LF1442
 LF1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1442'0.2 KM (0.10 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LF1442'INTERSTATE HIGHWAY 29, 50.3 M (165.0 FT) SOUTHEAST OF UTILITY POLE
 LF1442'NUMBER A 103, 35.6 M (116.8 FT) SOUTH OF THE CENTERLINE OF THE
 LF1442'HIGHWAY, 4.1 M (13.5 FT) SOUTHWEST OF THE NORTHEAST END OF A FENCE,
 LF1442'1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 LF1442'NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 LF1442'POINT IS THROUGH A 5-INCH LOGO CAP.
 LF1442
 LF1442                          STATION RECOVERY (1991)
 LF1442
 LF1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1442'8.6 KM (5.35 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LF1442'STATE HIGHWAY 75 IN NEBRASKA CITY, NEBRASKA, 73.0 M (239.5 FT) EAST
 LF1442'OF THE CENTER OF A NORTHBOUND INTERSTATE HIGHWAY 29 OFF RAMP (EXIT
 LF1442'10), 50.3 M (165.0 FT) SOUTHEAST OF UTILITY POLE NUMBER A 103, 30.0 M
 LF1442'(98.4 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 LF1442'HIGHWAY, 4.1 M (13.5 FT) SOUTHWEST OF THE NORTHEAST END OF A FENCE,
 LF1442'1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.8 M (2.6 FT)
 LF1442'NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 LF1442'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9313 ***********************************************************************
 AE9313  DESIGNATION -  B 185
 AE9313  PID         -  AE9313
 AE9313  STATE/COUNTY-  IA/CLINTON
 AE9313  USGS QUAD   -  SAVANNA (1990)
 AE9313
 AE9313                         *CURRENT SURVEY CONTROL
 AE9313  ___________________________________________________________________
 AE9313* NAD 83(1986)-  42 02 00.     (N)    090 13 41.     (W)     SCALED    
 AE9313* NAVD 88     -       251.154  (meters)     823.99   (feet)  ADJUSTED  
 AE9313  ___________________________________________________________________
 AE9313  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AE9313  DYNAMIC HT  -         251.066 (meters)     823.71  (feet)  COMP
 AE9313  MODELED GRAV-     980,269.0   (mgal)                       NAVD 88
 AE9313
 AE9313  VERT ORDER  -  FIRST     CLASS II
 AE9313
 AE9313.The horizontal coordinates were scaled from a topographic map and have
 AE9313.an estimated accuracy of +/- 6 seconds.
 AE9313
 AE9313.The orthometric height was determined by differential leveling
 AE9313.and adjusted by the National Geodetic Survey in July 2002..
 AE9313
 AE9313.The geoid height was determined by GEOID03.
 AE9313
 AE9313.The dynamic height is computed by dividing the NAVD 88
 AE9313.geopotential number by the normal gravity value computed on the
 AE9313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9313.degrees latitude (g = 980.6199 gals.).
 AE9313
 AE9313.The modeled gravity was interpolated from observed gravity values.
 AE9313
 AE9313;                    North         East    Units  Estimated Accuracy
 AE9313;SPC IA S     -   230,910.      770,890.      MT  (+/- 180 meters Scaled)
 AE9313
 AE9313                          SUPERSEDED SURVEY CONTROL
 AE9313
 AE9313.No superseded survey control is available for this station.
 AE9313
 AE9313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG294571(NAD 83)
 AE9313_MARKER: I = METAL ROD
 AE9313_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9313_STAMPING: B 185 1997
 AE9313_MARK LOGO: NGS   
 AE9313_PROJECTION: FLUSH
 AE9313_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9313+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9313_ROD/PIPE-DEPTH: 10.4 meters
 AE9313_SLEEVE-DEPTH  : 0.9 meters
 AE9313
 AE9313  HISTORY     - Date     Condition        Report By
 AE9313  HISTORY     - 1997     MONUMENTED       NGS
 AE9313  HISTORY     - 20010331 GOOD             NGS
 AE9313
 AE9313                          STATION DESCRIPTION
 AE9313
 AE9313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9313'2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 AE9313'IN SABULA, THENCE 3.5 KM (2.15 MI) SOUTHERLY ALONG U.S.  HIGHWAY 67,
 AE9313'THENCE 3.0 KM (1.85 MI) WESTERLY ALONG 1ST STREET, 13.1 M (43.0 FT)
 AE9313'EAST OF THE CENTER OF 445TH AVENUE, 10.1 M (33.1 FT) SOUTH OF THE
 AE9313'STREET CENTER, 2.5 M (8.2 FT) EAST OF A UTILITY POLE, 0.5 M (1.6 FT)
 AE9313'ABOVE THE LEVEL OF THE STREET, AND 0.5 M (1.6 FT) NORTH OF A WITNESS
 AE9313'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE9313'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AE9313'CLASS A MARK.
 AE9313
 AE9313                          STATION RECOVERY (2001)
 AE9313
 AE9313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AE9313'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0141 ***********************************************************************
 OP0141  DESIGNATION -  B 19
 OP0141  PID         -  OP0141
 OP0141  STATE/COUNTY-  IA/PALO ALTO
 OP0141  USGS QUAD   -  EMMETSBURG (1980)
 OP0141
 OP0141                         *CURRENT SURVEY CONTROL
 OP0141  ___________________________________________________________________
 OP0141* NAD 83(1986)-  43 06 27.     (N)    094 40 17.     (W)     SCALED    
 OP0141* NAVD 88     -       373.969  (meters)    1226.93   (feet)  ADJUSTED  
 OP0141  ___________________________________________________________________
 OP0141  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 OP0141  DYNAMIC HT  -         373.862 (meters)    1226.58  (feet)  COMP
 OP0141  MODELED GRAV-     980,322.9   (mgal)                       NAVD 88
 OP0141
 OP0141  VERT ORDER  -  SECOND    CLASS 0
 OP0141
 OP0141.The horizontal coordinates were scaled from a topographic map and have
 OP0141.an estimated accuracy of +/- 6 seconds.
 OP0141
 OP0141.The orthometric height was determined by differential leveling
 OP0141.and adjusted by the National Geodetic Survey in June 1991..
 OP0141
 OP0141.The geoid height was determined by GEOID03.
 OP0141
 OP0141.The dynamic height is computed by dividing the NAVD 88
 OP0141.geopotential number by the normal gravity value computed on the
 OP0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0141.degrees latitude (g = 980.6199 gals.).
 OP0141
 OP0141.The modeled gravity was interpolated from observed gravity values.
 OP0141
 OP0141;                    North         East    Units  Estimated Accuracy
 OP0141;SPC IA N     - 1,179,220.    1,404,660.      MT  (+/- 180 meters Scaled)
 OP0141
 OP0141                          SUPERSEDED SURVEY CONTROL
 OP0141
 OP0141  NGVD 29 (??/??/92)  373.885  (m)         1226.65   (f) ADJ UNCH    2 0
 OP0141
 OP0141.Superseded values are not recommended for survey control.
 OP0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0141.See file dsdata.txt to determine how the superseded data were derived.
 OP0141
 OP0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH640741(NAD 83)
 OP0141_MARKER: DB = BENCH MARK DISK
 OP0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0141_STAMPING: B 19 1934
 OP0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0141+STABILITY: SURFACE MOTION
 OP0141
 OP0141  HISTORY     - Date     Condition        Report By
 OP0141  HISTORY     - 1934     MONUMENTED       CGS
 OP0141
 OP0141                          STATION DESCRIPTION
 OP0141
 OP0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0141'0.2 MI E FROM EMMETSBURG.
 OP0141'0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0141'RAILROAD FROM THE JUNCTION WITH THE CHICAGO, ROCK ISLAND AND PACIFIC
 OP0141'RAILWAY AT EMMETSBURG, PALO ALTO COUNTY, 40 FEET WEST OF THE CENTER OF
 OP0141'A ROAD CROSSING, AND 22.5 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 OP0141'DISK, STAMPED B 19 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0141'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0014 ***********************************************************************
 NL0014  DESIGNATION -  B 2
 NL0014  PID         -  NL0014
 NL0014  STATE/COUNTY-  IA/HUMBOLDT
 NL0014  USGS QUAD   -  LIVERMORE (1972)
 NL0014
 NL0014                         *CURRENT SURVEY CONTROL
 NL0014  ___________________________________________________________________
 NL0014* NAD 83(1986)-  42 52 12.     (N)    094 10 58.     (W)     SCALED    
 NL0014* NAVD 88     -       343.562  (meters)    1127.17   (feet)  ADJUSTED  
 NL0014  ___________________________________________________________________
 NL0014  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 NL0014  DYNAMIC HT  -         343.448 (meters)    1126.80  (feet)  COMP
 NL0014  MODELED GRAV-     980,281.3   (mgal)                       NAVD 88
 NL0014
 NL0014  VERT ORDER  -  FIRST     CLASS II
 NL0014
 NL0014.The horizontal coordinates were scaled from a topographic map and have
 NL0014.an estimated accuracy of +/- 6 seconds.
 NL0014
 NL0014.The orthometric height was determined by differential leveling
 NL0014.and adjusted by the National Geodetic Survey in June 1991..
 NL0014
 NL0014.The geoid height was determined by GEOID03.
 NL0014
 NL0014.The dynamic height is computed by dividing the NAVD 88
 NL0014.geopotential number by the normal gravity value computed on the
 NL0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0014.degrees latitude (g = 980.6199 gals.).
 NL0014
 NL0014.The modeled gravity was interpolated from observed gravity values.
 NL0014
 NL0014;                    North         East    Units  Estimated Accuracy
 NL0014;SPC IA N     - 1,152,400.    1,444,210.      MT  (+/- 180 meters Scaled)
 NL0014
 NL0014                          SUPERSEDED SURVEY CONTROL
 NL0014
 NL0014  NGVD 29 (??/??/92)  343.503  (m)         1126.98   (f) ADJ UNCH    1 2
 NL0014
 NL0014.Superseded values are not recommended for survey control.
 NL0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0014.See file dsdata.txt to determine how the superseded data were derived.
 NL0014
 NL0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH033470(NAD 83)
 NL0014_MARKER: DB = BENCH MARK DISK
 NL0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0014_STAMPING: 1126.976 B 2 1930
 NL0014_MARK LOGO: CGS   
 NL0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0014+STABILITY: SURFACE MOTION
 NL0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0014+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 NL0014
 NL0014  HISTORY     - Date     Condition        Report By
 NL0014  HISTORY     - 1930     MONUMENTED       CGS
 NL0014  HISTORY     - 1943     GOOD             NGS
 NL0014  HISTORY     - 19950530 GOOD             IAHD
 NL0014  HISTORY     - 20040328 GOOD             JCLS
 NL0014
 NL0014                          STATION DESCRIPTION
 NL0014
 NL0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0014'AT LIVERMORE.
 NL0014'AT LIVERMORE, HUMBOLDT COUNTY, 0.2 MILE NORTHEAST OF THE MINNEAPOLIS
 NL0014'AND ST. LOUIS RAILROAD STATION, AT A STREET CROSSING, 92 FEET
 NL0014'SOUTH OF THE NORTH PROPERTY LINE OF STATE HIGHWAY 222, 92 FEET
 NL0014'EAST OF THE EAST PROPERTY LINE OF THE NORTH-AND-SOUTH STREET, 24
 NL0014'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 4 FEET FROM A
 NL0014'POLE.  A STANDARD DISK, STAMPED 1126.976 B 2 1930 AND SET IN THE
 NL0014'TOP OF A CONCRETE POST.
 NL0014
 NL0014                          STATION RECOVERY (1995)
 NL0014
 NL0014'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1995
 NL0014'IN LIVERMORE, 128 FEET (39.0 M) SOUTHEAST OF THE INTERSECTION OF
 NL0014'ABANDONED RAILWAY LINE AND THIRD STREET.  57 FEET (17.4 M) SOUTH OF
 NL0014'THE CENTERLINE OF HIGHWAY C 20 (3RD AVENUE) .  NOTE--GPS MAY BE USED
 NL0014'(DISTURBED ONLY IN SOUTHWEST BY A TREE).
 NL0014
 NL0014                          STATION RECOVERY (2004)
 NL0014
 NL0014'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NL0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0511 ***********************************************************************
 OP0511  DESIGNATION -  B 20
 OP0511  PID         -  OP0511
 OP0511  STATE/COUNTY-  IA/DICKINSON
 OP0511  USGS QUAD   -  SPIRIT LAKE (1970)
 OP0511
 OP0511                         *CURRENT SURVEY CONTROL
 OP0511  ___________________________________________________________________
 OP0511* NAD 83(1986)-  43 25 45.     (N)    095 06 20.     (W)     SCALED    
 OP0511* NAVD 88     -       442.719  (meters)    1452.49   (feet)  ADJUSTED  
 OP0511  ___________________________________________________________________
 OP0511  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 OP0511  DYNAMIC HT  -         442.599 (meters)    1452.09  (feet)  COMP
 OP0511  MODELED GRAV-     980,337.1   (mgal)                       NAVD 88
 OP0511
 OP0511  VERT ORDER  -  SECOND    CLASS 0
 OP0511
 OP0511.The horizontal coordinates were scaled from a topographic map and have
 OP0511.an estimated accuracy of +/- 6 seconds.
 OP0511
 OP0511.The orthometric height was determined by differential leveling
 OP0511.and adjusted by the National Geodetic Survey in June 1991..
 OP0511
 OP0511.The geoid height was determined by GEOID03.
 OP0511
 OP0511.The dynamic height is computed by dividing the NAVD 88
 OP0511.geopotential number by the normal gravity value computed on the
 OP0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0511.degrees latitude (g = 980.6199 gals.).
 OP0511
 OP0511.The modeled gravity was interpolated from observed gravity values.
 OP0511
 OP0511;                    North         East    Units  Estimated Accuracy
 OP0511;SPC IA N     - 1,215,530.    1,370,000.      MT  (+/- 180 meters Scaled)
 OP0511
 OP0511                          SUPERSEDED SURVEY CONTROL
 OP0511
 OP0511  NGVD 29 (??/??/92)  442.570  (m)         1452.00   (f) ADJ UNCH    2 0
 OP0511
 OP0511.Superseded values are not recommended for survey control.
 OP0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0511.See file dsdata.txt to determine how the superseded data were derived.
 OP0511
 OP0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ295106(NAD 83)
 OP0511_MARKER: DB = BENCH MARK DISK
 OP0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0511_STAMPING: B 20 1934
 OP0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0511+STABILITY: SURFACE MOTION
 OP0511
 OP0511  HISTORY     - Date     Condition        Report By
 OP0511  HISTORY     - 1934     MONUMENTED       CGS
 OP0511  HISTORY     - 1937     GOOD             NGS
 OP0511  HISTORY     - 1967     MARK NOT FOUND   USGS
 OP0511
 OP0511                          STATION DESCRIPTION
 OP0511
 OP0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OP0511'IN SPIRIT LAKE.
 OP0511'AT SPIRIT LAKE, DICKINSON COUNTY, 0.4 MILE NORTHEAST OF THE CHICAGO,
 OP0511'ROCK ISLAND AND PACIFIC RAILWAY STATION, 175 FEET SOUTH OF A STREET
 OP0511'CROSSING, 90 FEET WEST OF MILEPOST 223, 60 FEET NORTH OF A FENCE
 OP0511'CORNER, 45.2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND 1.5
 OP0511'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 20
 OP0511'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 OP0511'GROUND.
 OP0511
 OP0511                          STATION RECOVERY (1967)
 OP0511
 OP0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OP0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0507 ***********************************************************************
 OP0507  DESIGNATION -  B 22
 OP0507  PID         -  OP0507
 OP0507  STATE/COUNTY-  IA/CLAY
 OP0507  USGS QUAD   -  GILLETT GROVE (1966)
 OP0507
 OP0507                         *CURRENT SURVEY CONTROL
 OP0507  ___________________________________________________________________
 OP0507* NAD 83(1986)-  43 00 50.     (N)    095 02 14.     (W)     SCALED    
 OP0507* NAVD 88     -       394.770  (meters)    1295.17   (feet)  ADJUSTED  
 OP0507  ___________________________________________________________________
 OP0507  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 OP0507  DYNAMIC HT  -         394.641 (meters)    1294.75  (feet)  COMP
 OP0507  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 OP0507
 OP0507  VERT ORDER  -  SECOND    CLASS 0
 OP0507
 OP0507.The horizontal coordinates were scaled from a topographic map and have
 OP0507.an estimated accuracy of +/- 6 seconds.
 OP0507
 OP0507.The orthometric height was determined by differential leveling
 OP0507.and adjusted by the National Geodetic Survey in June 1991..
 OP0507
 OP0507.The geoid height was determined by GEOID03.
 OP0507
 OP0507.The dynamic height is computed by dividing the NAVD 88
 OP0507.geopotential number by the normal gravity value computed on the
 OP0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0507.degrees latitude (g = 980.6199 gals.).
 OP0507
 OP0507.The modeled gravity was interpolated from observed gravity values.
 OP0507
 OP0507;                    North         East    Units  Estimated Accuracy
 OP0507;SPC IA N     - 1,169,300.    1,374,690.      MT  (+/- 180 meters Scaled)
 OP0507
 OP0507                          SUPERSEDED SURVEY CONTROL
 OP0507
 OP0507  NGVD 29 (??/??/92)  394.648  (m)         1294.77   (f) ADJ UNCH    2 0
 OP0507
 OP0507.Superseded values are not recommended for survey control.
 OP0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0507.See file dsdata.txt to determine how the superseded data were derived.
 OP0507
 OP0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH339643(NAD 83)
 OP0507_MARKER: DB = BENCH MARK DISK
 OP0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0507_STAMPING: B 22 1934
 OP0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0507+STABILITY: SURFACE MOTION
 OP0507
 OP0507  HISTORY     - Date     Condition        Report By
 OP0507  HISTORY     - 1934     MONUMENTED       CGS
 OP0507
 OP0507                          STATION DESCRIPTION
 OP0507
 OP0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0507'IN GILLETT GROVE.
 OP0507'AT GILLETT GROVE, CLAY COUNTY, 160 YARDS SOUTH OF THE CHICAGO,
 OP0507'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 0.3 MILE SOUTH OF
 OP0507'MILEPOST 146, 17.7 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 15
 OP0507'FEET EAST OF THE EAST RAIL OF A SIDETRACK, AND 7 FEET NORTHEAST OF THE
 OP0507'SOUTH POLE BETWEEN THE MAIN TRACK AND THE SIDETRACK.  A STANDARD DISK,
 OP0507'STAMPED B 22 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 OP0507'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0251 ***********************************************************************
 NL0251  DESIGNATION -  B 23
 NL0251  PID         -  NL0251
 NL0251  STATE/COUNTY-  IA/CALHOUN
 NL0251  USGS QUAD   -  FONDA (1979)
 NL0251
 NL0251                         *CURRENT SURVEY CONTROL
 NL0251  ___________________________________________________________________
 NL0251* NAD 83(1986)-  42 31 01.     (N)    094 45 45.     (W)     SCALED    
 NL0251* NAVD 88     -       375.275  (meters)    1231.21   (feet)  ADJUSTED  
 NL0251  ___________________________________________________________________
 NL0251  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 NL0251  DYNAMIC HT  -         375.142 (meters)    1230.78  (feet)  COMP
 NL0251  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 NL0251
 NL0251  VERT ORDER  -  SECOND    CLASS 0
 NL0251
 NL0251.The horizontal coordinates were scaled from a topographic map and have
 NL0251.an estimated accuracy of +/- 6 seconds.
 NL0251
 NL0251.The orthometric height was determined by differential leveling
 NL0251.and adjusted by the National Geodetic Survey in June 1991..
 NL0251
 NL0251.The geoid height was determined by GEOID03.
 NL0251
 NL0251.The dynamic height is computed by dividing the NAVD 88
 NL0251.geopotential number by the normal gravity value computed on the
 NL0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0251.degrees latitude (g = 980.6199 gals.).
 NL0251
 NL0251.The modeled gravity was interpolated from observed gravity values.
 NL0251
 NL0251;                    North         East    Units  Estimated Accuracy
 NL0251;SPC IA N     - 1,113,730.    1,396,260.      MT  (+/- 180 meters Scaled)
 NL0251
 NL0251                          SUPERSEDED SURVEY CONTROL
 NL0251
 NL0251  NGVD 29 (??/??/92)  375.192  (m)         1230.94   (f) ADJ UNCH    2 0
 NL0251
 NL0251.Superseded values are not recommended for survey control.
 NL0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0251.See file dsdata.txt to determine how the superseded data were derived.
 NL0251
 NL0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH552086(NAD 83)
 NL0251_MARKER: DB = BENCH MARK DISK
 NL0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0251_STAMPING: B 23 1934
 NL0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0251+STABILITY: SURFACE MOTION
 NL0251
 NL0251  HISTORY     - Date     Condition        Report By
 NL0251  HISTORY     - 1934     MONUMENTED       CGS
 NL0251  HISTORY     - 1979     GOOD             LOCENG
 NL0251
 NL0251                          STATION DESCRIPTION
 NL0251
 NL0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0251'AT KNOKE.
 NL0251'AT KNOKE, CALHOUN COUNTY, 109 YARDS SOUTHEAST OF THE CHICAGO,
 NL0251'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 73 FEET
 NL0251'WEST OF A HIGHWAY CROSSING, 40.4 FEET NORTHWEST OF A SWITCH
 NL0251'ON THE SOUTHEAST END OF A SIDETRACK, AND 25.9 FEET NORTHWEST
 NL0251'OF THE NORTHWEST RAIL.  A STANDARD DISK, STAMPED B 23 1934 AND
 NL0251'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NL0251'GROUND.
 NL0251
 NL0251                          STATION RECOVERY (1979)
 NL0251
 NL0251'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 NL0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0265 ***********************************************************************
 NL0265  DESIGNATION -  B 24
 NL0265  PID         -  NL0265
 NL0265  STATE/COUNTY-  IA/BUENA VISTA
 NL0265  USGS QUAD   -  ALTA (1979)
 NL0265
 NL0265                         *CURRENT SURVEY CONTROL
 NL0265  ___________________________________________________________________
 NL0265* NAD 83(1996)-  42 41 42.17469(N)    095 22 05.01893(W)     ADJUSTED  
 NL0265* NAVD 88     -       439.534  (meters)    1442.04   (feet)  ADJUSTED  
 NL0265  ___________________________________________________________________
 NL0265  X           -    -439,260.356 (meters)                     COMP
 NL0265  Y           -  -4,674,701.417 (meters)                     COMP
 NL0265  Z           -   4,302,943.321 (meters)                     COMP
 NL0265  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 NL0265  ELLIP HEIGHT-         411.43  (meters)          (05/06/99) GPS OBS
 NL0265  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 NL0265  DYNAMIC HT  -         439.384 (meters)    1441.55  (feet)  COMP
 NL0265  MODELED GRAV-     980,265.8   (mgal)                       NAVD 88
 NL0265
 NL0265  HORZ ORDER  -  THIRD
 NL0265  VERT ORDER  -  SECOND    CLASS 0
 NL0265  ELLP ORDER  -  FOURTH    CLASS I
 NL0265
 NL0265.The horizontal coordinates were established by GPS observations
 NL0265.and adjusted by the National Geodetic Survey in May 1999..
 NL0265
 NL0265.The orthometric height was determined by differential leveling
 NL0265.and adjusted by the National Geodetic Survey in June 1991..
 NL0265
 NL0265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0265
 NL0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0265
 NL0265.The ellipsoidal height was determined by GPS observations
 NL0265.and is referenced to NAD 83.
 NL0265
 NL0265.The geoid height was determined by GEOID03.
 NL0265
 NL0265.The dynamic height is computed by dividing the NAVD 88
 NL0265.geopotential number by the normal gravity value computed on the
 NL0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0265.degrees latitude (g = 980.6199 gals.).
 NL0265
 NL0265.The modeled gravity was interpolated from observed gravity values.
 NL0265
 NL0265;                    North         East     Units Scale Factor Converg.
 NL0265;SPC IA N     - 1,134,432.972 1,346,946.188   MT  0.99994548   -1 15 57.8
 NL0265;UTM  15      - 4,729,670.316   306,026.943   MT  1.00006292   -1 36 22.6
 NL0265
 NL0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0265!SPC IA N     -   0.99993548  x   0.99994548  =   0.99988096
 NL0265!UTM  15      -   0.99993548  x   1.00006292  =   0.99999840
 NL0265
 NL0265                          SUPERSEDED SURVEY CONTROL
 NL0265
 NL0265  NAD 83(1996)-  42 41 42.17489(N)    095 22 05.01886(W) AD(       ) 3
 NL0265  NAD 83(1986)-  42 41 42.17385(N)    095 22 05.01894(W) AD(       ) 3
 NL0265  NGVD 29 (??/??/92)  439.365  (m)         1441.48   (f) ADJ UNCH    2 0
 NL0265
 NL0265.Superseded values are not recommended for survey control.
 NL0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0265.See file dsdata.txt to determine how the superseded data were derived.
 NL0265
 NL0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH0602729670(NAD 83)
 NL0265_MARKER: DB = BENCH MARK DISK
 NL0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0265_SP_SET: CONCRETE POST
 NL0265_STAMPING: B 24 1934
 NL0265_MARK LOGO: CGS   
 NL0265_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0265+STABILITY: SURFACE MOTION
 NL0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0265+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1989
 NL0265
 NL0265  HISTORY     - Date     Condition        Report By
 NL0265  HISTORY     - 1934     MONUMENTED       CGS
 NL0265  HISTORY     - 1971     GOOD             NGS
 NL0265  HISTORY     - 19890518 GOOD             NGS
 NL0265
 NL0265                          STATION DESCRIPTION
 NL0265
 NL0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 NL0265'3.6 MI NW FROM ALTA.
 NL0265'3.6 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 NL0265'THE STATION AT ALTA, 3.6 MILES SOUTHEAST OF AUROLIA, 73 FEET
 NL0265'NORTHWEST OF THE CENTER OF THE RAILROAD CROSSING, 67 FEET
 NL0265'SOUTH OF THE CENTER OF STATE HIGHWAY 5, 41 FEET WEST OF THE
 NL0265'CENTER OF A GRAVELED ROAD, 36.2 FEET NORTHEAST OF THE NORTHEAST
 NL0265'RAIL, 0.5 FOOT SOUTHWEST OF A WHITE WITNESS POST AND SET IN THE
 NL0265'TOP OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 FOOT
 NL0265'ABOVE THE GROUND SURFACE.
 NL0265
 NL0265                          STATION RECOVERY (1989)
 NL0265
 NL0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NL0265'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) NORTHWEST OF ALTA, 6.0
 NL0265'KM (3.75 MI) SOUTHWEST OF AURELIA, AT THE JUNCTION OF STATE HIGHWAY 7
 NL0265'AND COUNTY ROAD M 27.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION, 800
 NL0265'LINCOLN WAY, AMES, IA 50010, PHONE (515) 239-1101.
 NL0265'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND FIRST STREET
 NL0265'(STATE HIGHWAY 7) IN AURELIA, GO EAST ON FIRST STREET (STATE HIGHWAY
 NL0265'7) FOR 6.35 KM (3.95 MI) TO THE JUNCTION OF COUNTY ROAD M 27 AND THE
 NL0265'STATION ON THE RIGHT.
 NL0265'THE STATION IS A STANDARD CGS BENCHMARK DISK PROJECTING 30 CM
 NL0265'(12-INCHES) ABOVE THE GROUND.  LOCATED IN THE SOUTHWEST TANGENT OF THE
 NL0265'JUNCTION, 18.8 M (61.7 FT) SOUTHWEST OF AND LEVEL WITH THE CENTERLINE
 NL0265'OF STATE HIGHWAY 7, 12.2 M (40.0 FT) WEST OF THE CENTER OF COUNTY ROAD
 NL0265'M 27, 11.1 M (36.4 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS,
 NL0265'6.6 M (21.7 FT) SOUTH-SOUTHWEST OF A POWER POLE AND 0.3 M (1.0 FT)
 NL0265'NORTH OF A METAL WITNESS POST.
 NL0265'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0481 ***********************************************************************
 NL0481  DESIGNATION -  B 25
 NL0481  PID         -  NL0481
 NL0481  STATE/COUNTY-  IA/PLYMOUTH
 NL0481  USGS QUAD   -  REMSEN (1969)
 NL0481
 NL0481                         *CURRENT SURVEY CONTROL
 NL0481  ___________________________________________________________________
 NL0481* NAD 83(1986)-  42 49 19.     (N)    095 52 38.     (W)     SCALED    
 NL0481* NAVD 88     -       430.089  (meters)    1411.05   (feet)  ADJUSTED  
 NL0481  ___________________________________________________________________
 NL0481  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 NL0481  DYNAMIC HT  -         429.954 (meters)    1410.61  (feet)  COMP
 NL0481  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 NL0481
 NL0481  VERT ORDER  -  SECOND    CLASS 0
 NL0481
 NL0481.The horizontal coordinates were scaled from a topographic map and have
 NL0481.an estimated accuracy of +/- 6 seconds.
 NL0481
 NL0481.The orthometric height was determined by differential leveling
 NL0481.and adjusted by the National Geodetic Survey in June 1991..
 NL0481
 NL0481.The geoid height was determined by GEOID03.
 NL0481
 NL0481.The dynamic height is computed by dividing the NAVD 88
 NL0481.geopotential number by the normal gravity value computed on the
 NL0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0481.degrees latitude (g = 980.6199 gals.).
 NL0481
 NL0481.The modeled gravity was interpolated from observed gravity values.
 NL0481
 NL0481;                    North         East    Units  Estimated Accuracy
 NL0481;SPC IA N     - 1,149,570.    1,305,640.      MT  (+/- 180 meters Scaled)
 NL0481
 NL0481                          SUPERSEDED SURVEY CONTROL
 NL0481
 NL0481  NGVD 29 (??/??/92)  429.898  (m)         1410.42   (f) ADJ UNCH    2 0
 NL0481
 NL0481.Superseded values are not recommended for survey control.
 NL0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0481.See file dsdata.txt to determine how the superseded data were derived.
 NL0481
 NL0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH647450(NAD 83)
 NL0481_MARKER: DB = BENCH MARK DISK
 NL0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0481_STAMPING: B 25 1934
 NL0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0481+STABILITY: SURFACE MOTION
 NL0481
 NL0481  HISTORY     - Date     Condition        Report By
 NL0481  HISTORY     - 1934     MONUMENTED       CGS
 NL0481  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0481
 NL0481                          STATION DESCRIPTION
 NL0481
 NL0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0481'3.6 MI W FROM MARCUS.
 NL0481'IN PLYMOUTH COUNTY, 3.6 MILES WEST ALONG THE ILLINOIS CENTRAL
 NL0481'RAILROAD FROM THE STATION AT MARCUS, CHEROKEE COUNTY, 71 YARDS
 NL0481'EAST OF A ROAD CROSSING, 37 FEET NORTH OF THE CENTERLINE OF A
 NL0481'ROAD PARALLELING THE TRACK, AND 48.7 FEET SOUTH OF THE SOUTH
 NL0481'RAIL.  A STANDARD DISK, STAMPED B 25 1934 AND SET IN THE TOP
 NL0481'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NL0481
 NL0481                          STATION RECOVERY (2000)
 NL0481
 NL0481'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0481'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0514 ***********************************************************************
 NL0514  DESIGNATION -  B 26
 NL0514  PID         -  NL0514
 NL0514  STATE/COUNTY-  IA/CHEROKEE
 NL0514  USGS QUAD   -  CHEROKEE NORTH (1971)
 NL0514
 NL0514                         *CURRENT SURVEY CONTROL
 NL0514  ___________________________________________________________________
 NL0514* NAD 83(1986)-  42 47 44.     (N)    095 32 10.     (W)     SCALED    
 NL0514* NAVD 88     -       389.172  (meters)    1276.81   (feet)  ADJUSTED  
 NL0514  ___________________________________________________________________
 NL0514  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 NL0514  DYNAMIC HT  -         389.046 (meters)    1276.40  (feet)  COMP
 NL0514  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 NL0514
 NL0514  VERT ORDER  -  SECOND    CLASS 0
 NL0514
 NL0514.The horizontal coordinates were scaled from a topographic map and have
 NL0514.an estimated accuracy of +/- 6 seconds.
 NL0514
 NL0514.The orthometric height was determined by differential leveling
 NL0514.and adjusted by the National Geodetic Survey in June 1991..
 NL0514
 NL0514.The geoid height was determined by GEOID03.
 NL0514
 NL0514.The dynamic height is computed by dividing the NAVD 88
 NL0514.geopotential number by the normal gravity value computed on the
 NL0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0514.degrees latitude (g = 980.6199 gals.).
 NL0514
 NL0514.The modeled gravity was interpolated from observed gravity values.
 NL0514
 NL0514;                    North         East    Units  Estimated Accuracy
 NL0514;SPC IA N     - 1,145,910.    1,333,450.      MT  (+/- 180 meters Scaled)
 NL0514
 NL0514                          SUPERSEDED SURVEY CONTROL
 NL0514
 NL0514  NGVD 29 (??/??/92)  388.995  (m)         1276.23   (f) ADJ UNCH    2 0
 NL0514
 NL0514.Superseded values are not recommended for survey control.
 NL0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0514.See file dsdata.txt to determine how the superseded data were derived.
 NL0514
 NL0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH925412(NAD 83)
 NL0514_MARKER: DB = BENCH MARK DISK
 NL0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0514_SP_SET: CONCRETE POST
 NL0514_STAMPING: B 26 1934
 NL0514_MARK LOGO: CGS   
 NL0514_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0514+STABILITY: SURFACE MOTION
 NL0514
 NL0514  HISTORY     - Date     Condition        Report By
 NL0514  HISTORY     - 1934     MONUMENTED       CGS
 NL0514  HISTORY     - 19931111 GOOD             IA-035
 NL0514  HISTORY     - 20000404 GOOD             AERSVC
 NL0514
 NL0514                          STATION DESCRIPTION
 NL0514
 NL0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0514'3.5 MI N FROM CHEROKEE.
 NL0514'3.5 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0514'STATION AT CHEROKEE, CHEROKEE COUNTY, 10 POLES NORTH OF MILEPOST
 NL0514'CK 3, ACROSS THE TRACK FROM A FARMSTEAD, AT A ROAD CROSSING, 12
 NL0514'FEET NORTH OF THE CENTERLINE OF THE ROAD, 43 FEET WEST OF THE
 NL0514'WEST RAIL, AND 2.6 FEET NORTHEAST OF A CORNER FENCE POST.  A
 NL0514'STANDARD DISK, STAMPED B 26 1934 AND SET IN THE TOP OF A CONCRETE
 NL0514'POST PROJECTING 6 INCHES ABOVE GROUND.
 NL0514
 NL0514                          STATION RECOVERY (1993)
 NL0514
 NL0514'RECOVERY NOTE BY CHEROKEE COUNTY IOWA 1993
 NL0514'RECOVERED IN GOOD CONDITION.  NOTE--2.6 FEET NORTHEAST OF CORNER POST,
 NL0514'2.5 FEET (0.8 M) SOUTHEAST OF WITNESS POST.
 NL0514
 NL0514                          STATION RECOVERY (2000)
 NL0514
 NL0514'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0514'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0214 ***********************************************************************
 NL0214  DESIGNATION -  B 27
 NL0214  PID         -  NL0214
 NL0214  STATE/COUNTY-  IA/POCAHONTAS
 NL0214  USGS QUAD   -  LAURENS (1971)
 NL0214
 NL0214                         *CURRENT SURVEY CONTROL
 NL0214  ___________________________________________________________________
 NL0214* NAD 83(1986)-  42 50 32.     (N)    094 47 44.     (W)     SCALED    
 NL0214* NAVD 88     -       395.727  (meters)    1298.31   (feet)  ADJUSTED  
 NL0214  ___________________________________________________________________
 NL0214  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 NL0214  DYNAMIC HT  -         395.601 (meters)    1297.90  (feet)  COMP
 NL0214  MODELED GRAV-     980,288.7   (mgal)                       NAVD 88
 NL0214
 NL0214  VERT ORDER  -  SECOND    CLASS 0
 NL0214
 NL0214.The horizontal coordinates were scaled from a topographic map and have
 NL0214.an estimated accuracy of +/- 6 seconds.
 NL0214
 NL0214.The orthometric height was determined by differential leveling
 NL0214.and adjusted by the National Geodetic Survey in June 1991..
 NL0214
 NL0214.The geoid height was determined by GEOID03.
 NL0214
 NL0214.The dynamic height is computed by dividing the NAVD 88
 NL0214.geopotential number by the normal gravity value computed on the
 NL0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0214.degrees latitude (g = 980.6199 gals.).
 NL0214
 NL0214.The modeled gravity was interpolated from observed gravity values.
 NL0214
 NL0214;                    North         East    Units  Estimated Accuracy
 NL0214;SPC IA N     - 1,149,900.    1,394,100.      MT  (+/- 180 meters Scaled)
 NL0214
 NL0214                          SUPERSEDED SURVEY CONTROL
 NL0214
 NL0214  NGVD 29 (??/??/92)  395.638  (m)         1298.02   (f) ADJ UNCH    2 0
 NL0214
 NL0214.Superseded values are not recommended for survey control.
 NL0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0214.See file dsdata.txt to determine how the superseded data were derived.
 NL0214
 NL0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH532448(NAD 83)
 NL0214_MARKER: DB = BENCH MARK DISK
 NL0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0214_STAMPING: B 27 1934
 NL0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0214+STABILITY: SURFACE MOTION
 NL0214
 NL0214  HISTORY     - Date     Condition        Report By
 NL0214  HISTORY     - 1934     MONUMENTED       CGS
 NL0214  HISTORY     - 1971     MARK NOT FOUND   NGS
 NL0214
 NL0214                          STATION DESCRIPTION
 NL0214
 NL0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0214'2.5 MI E FROM LAURENS.
 NL0214'2.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0214'FROM THE STATION AT LAURENS, 80 YARDS EAST OF A SECTION FENCE,
 NL0214'AT THE WEST END OF A CUT AND THE EAST END OF A FILL, 44.9 FEET
 NL0214'NORTH OF THE NORTH RAIL, AND 1.5 FEET SOUTH OF THE RIGHT-OF-WAY
 NL0214'FENCE.  A STANDARD DISK, STAMPED B 27 1934 AND SET IN THE TOP
 NL0214'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NL0214
 NL0214                          STATION RECOVERY (1971)
 NL0214
 NL0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NL0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0062 ***********************************************************************
 NL0062  CBN         -  This is a Cooperative Base Network Control Station.
 NL0062  DESIGNATION -  B 28
 NL0062  PID         -  NL0062
 NL0062  STATE/COUNTY-  IA/HUMBOLDT
 NL0062  USGS QUAD   -  THOR (1979)
 NL0062
 NL0062                         *CURRENT SURVEY CONTROL
 NL0062  ___________________________________________________________________
 NL0062* NAD 83(1996)-  42 41 26.24319(N)    094 01 48.21988(W)     ADJUSTED  
 NL0062* NAVD 88     -       346.060  (meters)    1135.37   (feet)  ADJUSTED  
 NL0062  ___________________________________________________________________
 NL0062  X           -    -330,003.121 (meters)                     COMP
 NL0062  Y           -  -4,683,947.434 (meters)                     COMP
 NL0062  Z           -   4,302,518.320 (meters)                     COMP
 NL0062  LAPLACE CORR-           7.93  (seconds)                    DEFLEC99
 NL0062  ELLIP HEIGHT-         317.56  (meters)          (07/28/03) GPS OBS
 NL0062  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 NL0062  DYNAMIC HT  -         345.951 (meters)    1135.01  (feet)  COMP
 NL0062  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 NL0062
 NL0062  HORZ ORDER  -  B
 NL0062  VERT ORDER  -  SECOND    CLASS 0
 NL0062  ELLP ORDER  -  FOURTH    CLASS I
 NL0062
 NL0062.The horizontal coordinates were established by GPS observations
 NL0062.and adjusted by the National Geodetic Survey in August 1997..
 NL0062
 NL0062.The orthometric height was determined by differential leveling
 NL0062.and adjusted by the National Geodetic Survey in June 1991..
 NL0062
 NL0062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0062
 NL0062.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0062
 NL0062.The ellipsoidal height was determined by GPS observations
 NL0062.and is referenced to NAD 83.
 NL0062
 NL0062.The geoid height was determined by GEOID03.
 NL0062
 NL0062.The dynamic height is computed by dividing the NAVD 88
 NL0062.geopotential number by the normal gravity value computed on the
 NL0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0062.degrees latitude (g = 980.6199 gals.).
 NL0062
 NL0062.The modeled gravity was interpolated from observed gravity values.
 NL0062
 NL0062;                    North         East     Units Scale Factor Converg.
 NL0062;SPC IA N     - 1,132,386.476 1,456,564.745   MT  0.99994545   -0 21 33.3
 NL0062;UTM  15      - 4,726,974.259   415,621.044   MT  0.99968759   -0 41 54.5
 NL0062
 NL0062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0062!SPC IA N     -   0.99995020  x   0.99994545  =   0.99989565
 NL0062!UTM  15      -   0.99995020  x   0.99968759  =   0.99963781
 NL0062
 NL0062                          SUPERSEDED SURVEY CONTROL
 NL0062
 NL0062  ELLIP H (08/25/97)  317.60   (m)                       GP(       ) 4 1
 NL0062  NAVD 88 (08/25/97)  346.06   (m)         1135.4    (f) LEVELING    3  
 NL0062  NGVD 29 (??/??/92)  346.018  (m)         1135.23   (f) ADJ UNCH    2 0
 NL0062
 NL0062.Superseded values are not recommended for survey control.
 NL0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0062.See file dsdata.txt to determine how the superseded data were derived.
 NL0062
 NL0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH1562126974(NAD 83)
 NL0062_MARKER: DT = TOPOGRAPHIC STATION DISK
 NL0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0062_STAMPING: B 28 1934
 NL0062_MARK LOGO: CGS   
 NL0062_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0062+STABILITY: SURFACE MOTION
 NL0062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0062+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 NL0062
 NL0062  HISTORY     - Date     Condition        Report By
 NL0062  HISTORY     - 1934     MONUMENTED       CGS
 NL0062  HISTORY     - 1972     MARK NOT FOUND   USGS
 NL0062  HISTORY     - 19960911 GOOD             NGS
 NL0062  HISTORY     - 20030205 GOOD             IADT
 NL0062
 NL0062                          STATION DESCRIPTION
 NL0062
 NL0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0062'1.1 MI E FROM THOR.
 NL0062'1.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0062'THE STATION AT THOR, HUMBOLDT COUNTY, ABOUT 165 YARDS EAST OF
 NL0062'A STATION ONE MILE SIGN, 61.0 FEET NORTHWEST OF A SECTION-ROAD
 NL0062'CROSSING, 44.8 FEET NORTH OF THE NORTH RAIL, 6.0 FEET WEST OF
 NL0062'A RIGHT-OF-WAY FENCE CORNER, AND 2.0 FEET SOUTH OF THE FENCE.
 NL0062'A STANDARD DISK, STAMPED B 28 1934 AND SET IN THE TOP OF A
 NL0062'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 NL0062
 NL0062                          STATION RECOVERY (1972)
 NL0062
 NL0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NL0062'MARK NOT FOUND.
 NL0062
 NL0062                          STATION RECOVERY (1996)
 NL0062
 NL0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 NL0062'THE STATION IS 1 MI (1.6 KM) EAST OF THOR AND 15 MI (24.1 KM)
 NL0062'NORTHEAST OF FORT DODGE, AT THE NORTHWEST CORNER OF A CROSSING OF A
 NL0062'SNOWMOBILE CROSSING AND VIRGINIA AVENUE.  OWNERSHIP--UNKNOWN.  TO
 NL0062'REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD P66 (ANN ST)
 NL0062'AND DEAN STREET IN THOR, GO EAST ON DEAN STREET 1.0 MI (1.6 KM) TO THE
 NL0062'INTERSECTION OF VIRGINIA AVENUE.  TURN LEFT, NORTH, AND GO 0.15 MI
 NL0062'(0.24 KM) TO THE STATION ON THE LEFT.  THE STATION IS 49.9 FT (15.2 M)
 NL0062'NORTH OF A SNOWMOBILE/HIKING TRAIL, 36.1 FT (11.0 M) WEST OF VIRGINIA
 NL0062'AVENUE, 1.9 FT (0.6 M) SOUTH-SOUTHEAST OF A FENCE POST AND 1.9 FT (0.6
 NL0062'M) SOUTH OF A CARSONITE WITNESS POST.  THE STATION IS USCGS BENCH MARK
 NL0062'STAMPED B 28 1934 SET IN THE TOP OF A SQUARE CONCRETE MONUMENT.
 NL0062
 NL0062                          STATION RECOVERY (2003)
 NL0062
 NL0062'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (DO)
 NL0062'RECOVERED AS DESCRIBED.
 NL0062' 
 NL0062'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0187 ***********************************************************************
 NK0187  DESIGNATION -  B 29
 NK0187  PID         -  NK0187
 NK0187  STATE/COUNTY-  IA/FRANKLIN
 NK0187  USGS QUAD   -  COULTER (1979)
 NK0187
 NK0187                         *CURRENT SURVEY CONTROL
 NK0187  ___________________________________________________________________
 NK0187* NAD 83(1986)-  42 44 35.     (N)    093 15 45.     (W)     SCALED    
 NK0187* NAVD 88     -       364.328  (meters)    1195.30   (feet)  ADJUSTED  
 NK0187  ___________________________________________________________________
 NK0187  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 NK0187  DYNAMIC HT  -         364.234 (meters)    1194.99  (feet)  COMP
 NK0187  MODELED GRAV-     980,350.6   (mgal)                       NAVD 88
 NK0187
 NK0187  VERT ORDER  -  SECOND    CLASS 0
 NK0187
 NK0187.The horizontal coordinates were scaled from a topographic map and have
 NK0187.an estimated accuracy of +/- 6 seconds.
 NK0187
 NK0187.The orthometric height was determined by differential leveling
 NK0187.and adjusted by the National Geodetic Survey in June 1991..
 NK0187
 NK0187.The geoid height was determined by GEOID03.
 NK0187
 NK0187.The dynamic height is computed by dividing the NAVD 88
 NK0187.geopotential number by the normal gravity value computed on the
 NK0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0187.degrees latitude (g = 980.6199 gals.).
 NK0187
 NK0187.The modeled gravity was interpolated from observed gravity values.
 NK0187
 NK0187;                    North         East    Units  Estimated Accuracy
 NK0187;SPC IA N     - 1,138,100.    1,519,450.      MT  (+/- 180 meters Scaled)
 NK0187
 NK0187                          SUPERSEDED SURVEY CONTROL
 NK0187
 NK0187  NGVD 29 (??/??/92)  364.327  (m)         1195.30   (f) ADJ UNCH    2 0
 NK0187
 NK0187.Superseded values are not recommended for survey control.
 NK0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0187.See file dsdata.txt to determine how the superseded data were derived.
 NK0187
 NK0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH785323(NAD 83)
 NK0187_MARKER: DB = BENCH MARK DISK
 NK0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0187_STAMPING: B 29 1934
 NK0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0187+STABILITY: SURFACE MOTION
 NK0187
 NK0187  HISTORY     - Date     Condition        Report By
 NK0187  HISTORY     - 1934     MONUMENTED       CGS
 NK0187
 NK0187                          STATION DESCRIPTION
 NK0187
 NK0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0187'2.7 MI W FROM HAMPTON.
 NK0187'2.7 MILES WEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0187'THE STATION AT HAMPTON, 45 YARDS NORTHWEST OF A SECTION-ROAD
 NK0187'CROSSING, 40 YARDS WEST OF A RIGHT-OF-WAY FENCE CORNER, 44.7
 NK0187'FEET NORTH OF THE NORTH RAIL, AND 2.0 FEET SOUTH OF THE FENCE.
 NK0187'A STANDARD DISK, STAMPED B 29 1934 AND SET IN THE TOP OF A
 NK0187'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0064 ***********************************************************************
 NL0064  DESIGNATION -  B 3
 NL0064  PID         -  NL0064
 NL0064  STATE/COUNTY-  IA/WEBSTER
 NL0064  USGS QUAD   -  LEHIGH (1965)
 NL0064
 NL0064                         *CURRENT SURVEY CONTROL
 NL0064  ___________________________________________________________________
 NL0064* NAD 83(1986)-  42 15 18.     (N)    094 04 42.     (W)     SCALED    
 NL0064* NAVD 88     -       345.521  (meters)    1133.60   (feet)  ADJUSTED  
 NL0064  ___________________________________________________________________
 NL0064  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 NL0064  DYNAMIC HT  -         345.430 (meters)    1133.30  (feet)  COMP
 NL0064  MODELED GRAV-     980,349.1   (mgal)                       NAVD 88
 NL0064
 NL0064  VERT ORDER  -  FIRST     CLASS II
 NL0064
 NL0064.The horizontal coordinates were scaled from a topographic map and have
 NL0064.an estimated accuracy of +/- 6 seconds.
 NL0064
 NL0064.The orthometric height was determined by differential leveling
 NL0064.and adjusted by the National Geodetic Survey in June 1991..
 NL0064
 NL0064.The geoid height was determined by GEOID03.
 NL0064
 NL0064.The dynamic height is computed by dividing the NAVD 88
 NL0064.geopotential number by the normal gravity value computed on the
 NL0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0064.degrees latitude (g = 980.6199 gals.).
 NL0064
 NL0064.The modeled gravity was interpolated from observed gravity values.
 NL0064
 NL0064;                    North         East    Units  Estimated Accuracy
 NL0064;SPC IA N     - 1,084,030.    1,452,280.      MT  (+/- 180 meters Scaled)
 NL0064
 NL0064                          SUPERSEDED SURVEY CONTROL
 NL0064
 NL0064  NGVD 29 (??/??/92)  345.502  (m)         1133.53   (f) ADJ UNCH    1 2
 NL0064
 NL0064.Superseded values are not recommended for survey control.
 NL0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0064.See file dsdata.txt to determine how the superseded data were derived.
 NL0064
 NL0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG110786(NAD 83)
 NL0064_MARKER: DB = BENCH MARK DISK
 NL0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0064_SP_SET: BRIDGE
 NL0064_STAMPING: 1133.534 B 3 1930
 NL0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0064
 NL0064  HISTORY     - Date     Condition        Report By
 NL0064  HISTORY     - 1930     MONUMENTED       CGS
 NL0064  HISTORY     - 1934     GOOD             NGS
 NL0064  HISTORY     - 1980     POOR             USGS
 NL0064
 NL0064                          STATION DESCRIPTION
 NL0064
 NL0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0064'AT DAYTON.
 NL0064'AT DAYTON, WEBSTER COUNTY, 1/4 MILE SOUTH OF THE ABANDONED
 NL0064'MINNEAPOLIS AND ST. LOUIS RAILROAD STATION, AT THE STEEL BRIDGE
 NL0064'OVER THE CHICAGO AND NORTH WESTERN RAILWAY, AND IN THE EAST
 NL0064'END OF THE NORTH ABUTMENT.  A STANDARD DISK, STAMPED 1133.534
 NL0064'B 3 1930.
 NL0064
 NL0064                          STATION RECOVERY (1980)
 NL0064
 NL0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NL0064'THE MARK HAS BEEN BENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0164 ***********************************************************************
 NK0164  FBN         -  This is a Federal Base Network Control Station.
 NK0164  DESIGNATION -  B 30
 NK0164  PID         -  NK0164
 NK0164  STATE/COUNTY-  IA/BREMER
 NK0164  USGS QUAD   -  SHELL ROCK (1971)
 NK0164
 NK0164                         *CURRENT SURVEY CONTROL
 NK0164  ___________________________________________________________________
 NK0164* NAD 83(1996)-  42 43 47.79282(N)    092 32 07.17632(W)     ADJUSTED  
 NK0164* NAVD 88     -       285.503  (meters)     936.69   (feet)  ADJUSTED  
 NK0164  ___________________________________________________________________
 NK0164  X           -    -207,576.574 (meters)                     COMP
 NK0164  Y           -  -4,687,955.136 (meters)                     COMP
 NK0164  Z           -   4,305,684.785 (meters)                     COMP
 NK0164  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 NK0164  ELLIP HEIGHT-         253.93  (meters)          (07/28/03) GPS OBS
 NK0164  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 NK0164  DYNAMIC HT  -         285.409 (meters)     936.38  (feet)  COMP
 NK0164  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 NK0164
 NK0164  HORZ ORDER  -  A
 NK0164  VERT ORDER  -  SECOND    CLASS 0
 NK0164  ELLP ORDER  -  FOURTH    CLASS I
 NK0164
 NK0164.The horizontal coordinates were established by GPS observations
 NK0164.and adjusted by the National Geodetic Survey in July 2003..
 NK0164
 NK0164.The orthometric height was determined by differential leveling
 NK0164.and adjusted by the National Geodetic Survey in June 1991..
 NK0164
 NK0164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0164
 NK0164.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0164
 NK0164.The ellipsoidal height was determined by GPS observations
 NK0164.and is referenced to NAD 83.
 NK0164
 NK0164.The geoid height was determined by GEOID03.
 NK0164
 NK0164.The dynamic height is computed by dividing the NAVD 88
 NK0164.geopotential number by the normal gravity value computed on the
 NK0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0164.degrees latitude (g = 980.6199 gals.).
 NK0164
 NK0164.The modeled gravity was interpolated from observed gravity values.
 NK0164
 NK0164;                    North         East     Units Scale Factor Converg.
 NK0164;SPC IA N     - 1,137,068.667 1,578,998.021   MT  0.99994596   +0 39 13.7
 NK0164;UTM  15      - 4,730,930.744   538,040.234   MT  0.99961780   +0 18 55.1
 NK0164
 NK0164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0164!SPC IA N     -   0.99996018  x   0.99994596  =   0.99990614
 NK0164!UTM  15      -   0.99996018  x   0.99961780  =   0.99957799
 NK0164
 NK0164                          SUPERSEDED SURVEY CONTROL
 NK0164
 NK0164  NAD 83(1996)-  42 43 47.79495(N)    092 32 07.17678(W) AD(       ) 3
 NK0164  ELLIP H (05/06/99)  253.90   (m)                       GP(       ) 4 1
 NK0164  NAD 83(1996)-  42 43 47.79495(N)    092 32 07.17678(W) AD(       ) 3
 NK0164  NAD 83(1986)-  42 43 47.78948(N)    092 32 07.17185(W) AD(       ) 3
 NK0164  NAVD 88 (07/28/03)  285.50   (m)          936.7    (f) LEVELING    3  
 NK0164  NGVD 29 (??/??/92)  285.501  (m)          936.68   (f) ADJ UNCH    2 0
 NK0164
 NK0164.Superseded values are not recommended for survey control.
 NK0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0164.See file dsdata.txt to determine how the superseded data were derived.
 NK0164
 NK0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3804030931(NAD 83)
 NK0164_MARKER: DB = BENCH MARK DISK
 NK0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0164_SP_SET: CONCRETE POST
 NK0164_STAMPING: B 30 1934
 NK0164_MARK LOGO: CGS   
 NK0164_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0164+STABILITY: SURFACE MOTION
 NK0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0164+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 NK0164
 NK0164  HISTORY     - Date     Condition        Report By
 NK0164  HISTORY     - 1934     MONUMENTED       CGS
 NK0164  HISTORY     - 1964     GOOD             IAHD
 NK0164  HISTORY     - 19890814 GOOD             NGS
 NK0164  HISTORY     - 20030205 GOOD             NGS
 NK0164
 NK0164                          STATION DESCRIPTION
 NK0164
 NK0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0164'2.4 MI NE FROM SHELL ROCK.
 NK0164'IN BREMER COUNTY, ABOUT 2.4 MILES NORTHEAST ALONG THE CHICAGO
 NK0164'GREAT WESTERN RAILROAD FROM THE STATION AT SHELL ROCK, BUTLER
 NK0164'COUNTY, 96 FEET SOUTHWEST OF A COUNTY-ROAD CROSSING, 46.1 FEET
 NK0164'NORTHWEST OF THE NORTHWEST RAIL, 9.5 FEET SOUTHWEST OF A
 NK0164'RIGHT-OF-WAY FENCE CORNER, AND 1.3 FEET SOUTHEAST OF THE FENCE.
 NK0164'A STANDARD DISK, STAMPED B 30 1934 AND SET IN THE TOP OF A
 NK0164'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NK0164
 NK0164                          STATION RECOVERY (1964)
 NK0164
 NK0164'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1964
 NK0164'RECOVERED IN GOOD CONDITION.
 NK0164
 NK0164                          STATION RECOVERY (1989)
 NK0164
 NK0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NK0164'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) WEST OF WAVERLY, ALONG
 NK0164'THE NORTH SIDE OF A GRAVEL ROAD. OWNERSHIP--DEPARTMENT OF
 NK0164'TRANSPORTATION, 800 LINCOLN WAY, AMES, IA 50010, PHONE 515-239-1101.
 NK0164'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 218 AND STATE
 NK0164'HIGHWAY 3, ON THE WEST SIDE OF WAVERLY, GO NORTH ON US HIGHWAY 218 FOR
 NK0164'1.7 KM (1.05 MI) TO THE JUNCTION OF A PAVED ROAD ON THE LEFT AT THE
 NK0164'START OF A CURVE.  TURN LEFT, WEST, ON THE PAVED ROAD FOR 2.05 KM
 NK0164'(1.25 MI) TO THE JUNCTION OF A GRAVEL ROAD ON THE RIGHT AND THE
 NK0164'STATION ON THE LEFT.
 NK0164'THE STATION IS A STANDARD CGS BENCHMARK DISK RECESSED ABOUT 4-INCHES
 NK0164'BELOW THE GROUND.  LOCATED 17.8 M (58.4 FT) WEST SOUTHWEST OF POWER
 NK0164'POLE 300-156, 11.8 M (38.7 FT) SOUTH OF THE CENTER OF THE ROAD, 10.3 M
 NK0164'(33.8 FT) EAST-SOUTHEAST OF THE EAST END POST OF A WIRE FENCE AND 0.2
 NK0164'M (0.7 FT) EAST OF A FIBERGLASS WITNESS POST.
 NK0164'DESCRIBED BY M. L. MCCREADY.
 NK0164
 NK0164                          STATION RECOVERY (2003)
 NK0164
 NK0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JW)
 NK0164'THE MARK IS ABOUT 3 MILES WEST OF WAVERLY, AT THE JUNCTION OF BADGER
 NK0164'AVE AND 220TH ST,
 NK0164'ON ROAD RIGHT OF WAY.
 NK0164' 
 NK0164'TO REACH FROM THE JUNCTION OF STATE ROUTE 3 AND COMBINED U.S. HIGHWAY
 NK0164'218 AND 27 ON THE
 NK0164'WEST SIDE OF WAVERLY, GO 2 MILES NORTH ON HWY 218 TO EXIT FOR 210TH
 NK0164'ST. TURN LEFT AND GO
 NK0164'A SHORT DISTANCE TO BADGER AVE. TURN LEFT AND GO 1 MILE SOUTH TO A
 NK0164'CURVE AT 220TH ST. AND
 NK0164'THE MARK ON THE LEFT ON THE SOUTH SIDE OF THE CURVE.
 NK0164' 
 NK0164'THE STATION IS 10.3 M SE OF A WOODEN CORNER POST, 7.2 M SSE OF A SIGN
 NK0164'WITH ARROW POINTING
 NK0164'WEST, 6.4 M SOUTH OF THE SOUTHERN END OF A CULVERT UNDER 220TH ST.,
 NK0164'2.9 M SW OF A STEEL
 NK0164'ANGLE IRON POST WITH BRACE ANGLE IRON END POINTING TO MARK,  1.8 M
 NK0164'SOUTH OF SOUTH END OF
 NK0164'BRACE, 0.1 M EAST OF A CARSONITE WITNESS POST AND 0.4 ME WEST OF A
 NK0164'STEEL POST.
 NK0164'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0261 ***********************************************************************
 NK0261  DESIGNATION -  B 31
 NK0261  PID         -  NK0261
 NK0261  STATE/COUNTY-  IA/HARDIN
 NK0261  USGS QUAD   -  IOWA FALLS EAST (1979)
 NK0261
 NK0261                         *CURRENT SURVEY CONTROL
 NK0261  ___________________________________________________________________
 NK0261* NAD 83(1986)-  42 31 28.     (N)    093 10 51.     (W)     SCALED    
 NK0261* NAVD 88     -       342.902  (meters)    1125.00   (feet)  ADJUSTED  
 NK0261  ___________________________________________________________________
 NK0261  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 NK0261  DYNAMIC HT  -         342.773 (meters)    1124.58  (feet)  COMP
 NK0261  MODELED GRAV-     980,239.0   (mgal)                       NAVD 88
 NK0261
 NK0261  VERT ORDER  -  SECOND    CLASS 0
 NK0261
 NK0261.The horizontal coordinates were scaled from a topographic map and have
 NK0261.an estimated accuracy of +/- 6 seconds.
 NK0261
 NK0261.The orthometric height was determined by differential leveling
 NK0261.and adjusted by the National Geodetic Survey in June 1991..
 NK0261
 NK0261.The geoid height was determined by GEOID03.
 NK0261
 NK0261.The dynamic height is computed by dividing the NAVD 88
 NK0261.geopotential number by the normal gravity value computed on the
 NK0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0261.degrees latitude (g = 980.6199 gals.).
 NK0261
 NK0261.The modeled gravity was interpolated from observed gravity values.
 NK0261
 NK0261;                    North         East    Units  Estimated Accuracy
 NK0261;SPC IA N     - 1,113,840.    1,526,220.      MT  (+/- 180 meters Scaled)
 NK0261
 NK0261                          SUPERSEDED SURVEY CONTROL
 NK0261
 NK0261  NGVD 29 (??/??/92)  342.877  (m)         1124.92   (f) ADJ UNCH    2 0
 NK0261
 NK0261.Superseded values are not recommended for survey control.
 NK0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0261.See file dsdata.txt to determine how the superseded data were derived.
 NK0261
 NK0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH851080(NAD 83)
 NK0261_MARKER: DB = BENCH MARK DISK
 NK0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0261_STAMPING: B 31 1934
 NK0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0261+STABILITY: SURFACE MOTION
 NK0261
 NK0261  HISTORY     - Date     Condition        Report By
 NK0261  HISTORY     - 1934     MONUMENTED       CGS
 NK0261  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0261
 NK0261                          STATION DESCRIPTION
 NK0261
 NK0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0261'3.7 MI SE FROM IOWA FALLS.
 NK0261'3.7 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0261'RAILWAY FROM THE STATION AT IOWA FALLS, 44.2 FEET SOUTHWEST OF
 NK0261'THE SOUTHWEST RAIL, AND 2 FEET NORTHEAST OF THE RIGHT-OF-WAY
 NK0261'FENCE.  A STANDARD DISK, STAMPED B 31 1934 AND SET IN THE TOP
 NK0261'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NK0261
 NK0261                          STATION RECOVERY (1974)
 NK0261
 NK0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0440 ***********************************************************************
 NK0440  DESIGNATION -  B 32
 NK0440  PID         -  NK0440
 NK0440  STATE/COUNTY-  IA/HAMILTON
 NK0440  USGS QUAD   -  DUNCOMBE (1978)
 NK0440
 NK0440                         *CURRENT SURVEY CONTROL
 NK0440  ___________________________________________________________________
 NK0440* NAD 83(1986)-  42 28 18.     (N)    093 54 43.     (W)     SCALED    
 NK0440* NAVD 88     -       344.631  (meters)    1130.68   (feet)  ADJUSTED  
 NK0440  ___________________________________________________________________
 NK0440  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 NK0440  DYNAMIC HT  -         344.549 (meters)    1130.41  (feet)  COMP
 NK0440  MODELED GRAV-     980,370.7   (mgal)                       NAVD 88
 NK0440
 NK0440  VERT ORDER  -  SECOND    CLASS 0
 NK0440
 NK0440.The horizontal coordinates were scaled from a topographic map and have
 NK0440.an estimated accuracy of +/- 6 seconds.
 NK0440
 NK0440.The orthometric height was determined by differential leveling
 NK0440.and adjusted by the National Geodetic Survey in June 1991..
 NK0440
 NK0440.The geoid height was determined by GEOID03.
 NK0440
 NK0440.The dynamic height is computed by dividing the NAVD 88
 NK0440.geopotential number by the normal gravity value computed on the
 NK0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0440.degrees latitude (g = 980.6199 gals.).
 NK0440
 NK0440.The modeled gravity was interpolated from observed gravity values.
 NK0440
 NK0440;                    North         East    Units  Estimated Accuracy
 NK0440;SPC IA N     - 1,108,010.    1,466,130.      MT  (+/- 180 meters Scaled)
 NK0440
 NK0440                          SUPERSEDED SURVEY CONTROL
 NK0440
 NK0440  NGVD 29 (??/??/92)  344.620  (m)         1130.64   (f) ADJ UNCH    2 0
 NK0440
 NK0440.Superseded values are not recommended for survey control.
 NK0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0440.See file dsdata.txt to determine how the superseded data were derived.
 NK0440
 NK0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH250025(NAD 83)
 NK0440_MARKER: DB = BENCH MARK DISK
 NK0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0440_STAMPING: B 32 1934
 NK0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0440+STABILITY: SURFACE MOTION
 NK0440
 NK0440  HISTORY     - Date     Condition        Report By
 NK0440  HISTORY     - 1934     MONUMENTED       CGS
 NK0440  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0440
 NK0440                          STATION DESCRIPTION
 NK0440
 NK0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0440'4 MI E FROM DUNCOMBE.
 NK0440'IN HAMILTON COUNTY, 4 MILES EAST ALONG THE ILLINOIS CENTRAL
 NK0440'RAILROAD FROM THE STATION AT DUNCOMBE WEBSTER COUNTY, 130 YARDS
 NK0440'WEST OF THE SWITCH ON THE WEST END OF A SIDETRACK, 32 FEET NORTH
 NK0440'OF THE CENTERLINE OF THE ROAD PARALLELING THE TRACK, AND 46 FEET
 NK0440'SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED B 32 1934
 NK0440'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 NK0440'GROUND.
 NK0440
 NK0440                          STATION RECOVERY (1974)
 NK0440
 NK0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0353 ***********************************************************************
 NK0353  DESIGNATION -  B 33
 NK0353  PID         -  NK0353
 NK0353  STATE/COUNTY-  IA/STORY
 NK0353  USGS QUAD   -  NEVADA (1975)
 NK0353
 NK0353                         *CURRENT SURVEY CONTROL
 NK0353  ___________________________________________________________________
 NK0353* NAD 83(1986)-  42 01 32.     (N)    093 27 17.     (W)     SCALED    
 NK0353* NAVD 88     -       305.029  (meters)    1000.75   (feet)  ADJUSTED  
 NK0353  ___________________________________________________________________
 NK0353  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 NK0353  DYNAMIC HT  -         304.915 (meters)    1000.38  (feet)  COMP
 NK0353  MODELED GRAV-     980,240.7   (mgal)                       NAVD 88
 NK0353
 NK0353  VERT ORDER  -  SECOND    CLASS 0
 NK0353
 NK0353.The horizontal coordinates were scaled from a topographic map and have
 NK0353.an estimated accuracy of +/- 6 seconds.
 NK0353
 NK0353.The orthometric height was determined by differential leveling
 NK0353.and adjusted by the National Geodetic Survey in June 1991..
 NK0353
 NK0353.The geoid height was determined by GEOID03.
 NK0353
 NK0353.The dynamic height is computed by dividing the NAVD 88
 NK0353.geopotential number by the normal gravity value computed on the
 NK0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0353.degrees latitude (g = 980.6199 gals.).
 NK0353
 NK0353.The modeled gravity was interpolated from observed gravity values.
 NK0353
 NK0353;                    North         East    Units  Estimated Accuracy
 NK0353;SPC IA N     - 1,058,380.    1,503,750.      MT  (+/- 180 meters Scaled)
 NK0353
 NK0353                          SUPERSEDED SURVEY CONTROL
 NK0353
 NK0353  NGVD 29 (??/??/92)  304.988  (m)         1000.61   (f) ADJ UNCH    2 0
 NK0353
 NK0353.Superseded values are not recommended for survey control.
 NK0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0353.See file dsdata.txt to determine how the superseded data were derived.
 NK0353
 NK0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG623527(NAD 83)
 NK0353_MARKER: DB = BENCH MARK DISK
 NK0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0353_STAMPING: B 33 1934
 NK0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0353+STABILITY: SURFACE MOTION
 NK0353
 NK0353  HISTORY     - Date     Condition        Report By
 NK0353  HISTORY     - 1934     MONUMENTED       CGS
 NK0353  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0353
 NK0353                          STATION DESCRIPTION
 NK0353
 NK0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0353'AT NEVADA.
 NK0353'AT NEVADA, STORY COUNTY, 117 YARDS WEST OF THE WEST END OF THE
 NK0353'CHICAGO AND NORTH WESTERN RAILWAY STATION, 84.5 FEET NORTHWEST
 NK0353'OF THE STANDARD OIL CO. BULK STATION OFFICE, 22.7 FEET SOUTH
 NK0353'OF THE SOUTH RAIL OF THE MAIN TRACK, AND 8 FEET WEST OF A POLE.
 NK0353'A STANDARD DISK, STAMPED B 33 1934 AND SET IN THE TOP OF A
 NK0353'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 NK0353'NOTE-- HEDGE IS CAUSING BENCH MARK TO LEAN.
 NK0353
 NK0353                          STATION RECOVERY (1975)
 NK0353
 NK0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0276 ***********************************************************************
 NK0276  DESIGNATION -  B 34
 NK0276  PID         -  NK0276
 NK0276  STATE/COUNTY-  IA/STORY
 NK0276  USGS QUAD   -  NEVADA (1975)
 NK0276
 NK0276                         *CURRENT SURVEY CONTROL
 NK0276  ___________________________________________________________________
 NK0276* NAD 83(1986)-  42 04 08.     (N)    093 23 45.     (W)     SCALED    
 NK0276* NAVD 88     -       315.394  (meters)    1034.76   (feet)  ADJUSTED  
 NK0276  ___________________________________________________________________
 NK0276  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 NK0276  DYNAMIC HT  -         315.278 (meters)    1034.37  (feet)  COMP
 NK0276  MODELED GRAV-     980,244.5   (mgal)                       NAVD 88
 NK0276
 NK0276  VERT ORDER  -  SECOND    CLASS 0
 NK0276
 NK0276.The horizontal coordinates were scaled from a topographic map and have
 NK0276.an estimated accuracy of +/- 6 seconds.
 NK0276
 NK0276.The orthometric height was determined by differential leveling
 NK0276.and adjusted by the National Geodetic Survey in June 1991..
 NK0276
 NK0276.The geoid height was determined by GEOID03.
 NK0276
 NK0276.The dynamic height is computed by dividing the NAVD 88
 NK0276.geopotential number by the normal gravity value computed on the
 NK0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0276.degrees latitude (g = 980.6199 gals.).
 NK0276
 NK0276.The modeled gravity was interpolated from observed gravity values.
 NK0276
 NK0276;                    North         East    Units  Estimated Accuracy
 NK0276;SPC IA N     - 1,063,200.    1,508,620.      MT  (+/- 180 meters Scaled)
 NK0276
 NK0276                          SUPERSEDED SURVEY CONTROL
 NK0276
 NK0276  NGVD 29 (??/??/92)  315.356  (m)         1034.63   (f) ADJ UNCH    2 0
 NK0276
 NK0276.Superseded values are not recommended for survey control.
 NK0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0276.See file dsdata.txt to determine how the superseded data were derived.
 NK0276
 NK0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG672575(NAD 83)
 NK0276_MARKER: DB = BENCH MARK DISK
 NK0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0276_STAMPING: B 34 1934
 NK0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0276+STABILITY: SURFACE MOTION
 NK0276
 NK0276  HISTORY     - Date     Condition        Report By
 NK0276  HISTORY     - 1934     MONUMENTED       CGS
 NK0276  HISTORY     - 1975     POOR             USGS
 NK0276
 NK0276                          STATION DESCRIPTION
 NK0276
 NK0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0276'6.4 MI NE FROM NEVADA.
 NK0276'6.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0276'RAILWAY FROM THE STATION AT NEVADA, STORY COUNTY, 5 POLES SOUTH
 NK0276'OF THE STATION AT FERNALD, 42 YARDS NORTHWEST OF THE SECTION
 NK0276'MOTOR-CAR HOUSE, 42 FEET SOUTHWEST OF A SIDETRACK SWITCH,
 NK0276'46.1 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND 3 FEET
 NK0276'SOUTHEAST OF A QUARTER SECTION FENCE POST.  A STANDARD DISK,
 NK0276'STAMPED B 34 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0276'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 NK0276
 NK0276                          STATION RECOVERY (1975)
 NK0276
 NK0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0276'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0705 ***********************************************************************
 OO0705  DESIGNATION -  B 35
 OO0705  PID         -  OO0705
 OO0705  STATE/COUNTY-  IA/HANCOCK
 OO0705  USGS QUAD   -  HAYFIELD (1972)
 OO0705
 OO0705                         *CURRENT SURVEY CONTROL
 OO0705  ___________________________________________________________________
 OO0705* NAD 83(1986)-  43 09 23.     (N)    093 43 47.     (W)     SCALED    
 OO0705* NAVD 88     -       373.766  (meters)    1226.26   (feet)  ADJUSTED  
 OO0705  ___________________________________________________________________
 OO0705  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 OO0705  DYNAMIC HT  -         373.646 (meters)    1225.87  (feet)  COMP
 OO0705  MODELED GRAV-     980,290.3   (mgal)                       NAVD 88
 OO0705
 OO0705  VERT ORDER  -  SECOND    CLASS 0
 OO0705
 OO0705.The horizontal coordinates were scaled from a topographic map and have
 OO0705.an estimated accuracy of +/- 6 seconds.
 OO0705
 OO0705.The orthometric height was determined by differential leveling
 OO0705.and adjusted by the National Geodetic Survey in June 1991..
 OO0705
 OO0705.The geoid height was determined by GEOID03.
 OO0705
 OO0705.The dynamic height is computed by dividing the NAVD 88
 OO0705.geopotential number by the normal gravity value computed on the
 OO0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0705.degrees latitude (g = 980.6199 gals.).
 OO0705
 OO0705.The modeled gravity was interpolated from observed gravity values.
 OO0705
 OO0705;                    North         East    Units  Estimated Accuracy
 OO0705;SPC IA N     - 1,184,020.    1,481,320.      MT  (+/- 180 meters Scaled)
 OO0705
 OO0705                          SUPERSEDED SURVEY CONTROL
 OO0705
 OO0705  NGVD 29 (??/??/92)  373.722  (m)         1226.12   (f) ADJ UNCH    2 0
 OO0705
 OO0705.Superseded values are not recommended for survey control.
 OO0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0705.See file dsdata.txt to determine how the superseded data were derived.
 OO0705
 OO0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH406784(NAD 83)
 OO0705_MARKER: DB = BENCH MARK DISK
 OO0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0705_STAMPING: B 35 1934
 OO0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0705+STABILITY: SURFACE MOTION
 OO0705
 OO0705  HISTORY     - Date     Condition        Report By
 OO0705  HISTORY     - 1934     MONUMENTED       CGS
 OO0705
 OO0705                          STATION DESCRIPTION
 OO0705
 OO0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0705'5.8 MI NE FROM BRITT.
 OO0705'5.8 MILES NORTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILWAY FROM
 OO0705'THE STATION AT BRITT, HANCOCK COUNTY, 0.3 MILE NORTHEAST OF MILEPOST
 OO0705'162, 435 FEET NORTH OF A SECTION-LINE ROAD CROSSING, AT A FARMROAD
 OO0705'CROSSING, 46 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 26 FEET NORTHEAST
 OO0705'OF THE CENTERLINE OF THE FARM ROAD, AND 1.5 FEET NORTHWEST OF THE
 OO0705'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 35 1934 AND SET IN THE
 OO0705'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE
 OO0705'MINNEAPOLIS AND ST. LOUIS RAILWAY HAS BEEN MERGED WITH THE CHICAGO AND
 OO0705'NORTHWESTERN RAILWAY ON NOVEMBER 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0637 ***********************************************************************
 OO0637  DESIGNATION -  B 36
 OO0637  PID         -  OO0637
 OO0637  STATE/COUNTY-  IA/CERRO GORDO
 OO0637  USGS QUAD   -  NORA SPRINGS (1959)
 OO0637
 OO0637                         *CURRENT SURVEY CONTROL
 OO0637  ___________________________________________________________________
 OO0637* NAD 83(1986)-  43 08 06.     (N)    093 02 35.     (W)     SCALED    
 OO0637* NAVD 88     -       340.966  (meters)    1118.65   (feet)  ADJUSTED  
 OO0637  ___________________________________________________________________
 OO0637  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 OO0637  DYNAMIC HT  -         340.877 (meters)    1118.36  (feet)  COMP
 OO0637  MODELED GRAV-     980,348.9   (mgal)                       NAVD 88
 OO0637
 OO0637  VERT ORDER  -  SECOND    CLASS 0
 OO0637
 OO0637.The horizontal coordinates were scaled from a topographic map and have
 OO0637.an estimated accuracy of +/- 6 seconds.
 OO0637
 OO0637.The orthometric height was determined by differential leveling
 OO0637.and adjusted by the National Geodetic Survey in June 1991..
 OO0637
 OO0637.The geoid height was determined by GEOID03.
 OO0637
 OO0637.The dynamic height is computed by dividing the NAVD 88
 OO0637.geopotential number by the normal gravity value computed on the
 OO0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0637.degrees latitude (g = 980.6199 gals.).
 OO0637
 OO0637.The modeled gravity was interpolated from observed gravity values.
 OO0637
 OO0637;                    North         East    Units  Estimated Accuracy
 OO0637;SPC IA N     - 1,181,720.    1,537,180.      MT  (+/- 180 meters Scaled)
 OO0637
 OO0637                          SUPERSEDED SURVEY CONTROL
 OO0637
 OO0637  NGVD 29 (??/??/92)  340.964  (m)         1118.65   (f) ADJ UNCH    2 0
 OO0637
 OO0637.Superseded values are not recommended for survey control.
 OO0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0637.See file dsdata.txt to determine how the superseded data were derived.
 OO0637
 OO0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH964758(NAD 83)
 OO0637_MARKER: DB = BENCH MARK DISK
 OO0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0637_STAMPING: B 36 1934
 OO0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0637+STABILITY: SURFACE MOTION
 OO0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0637+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 OO0637
 OO0637  HISTORY     - Date     Condition        Report By
 OO0637  HISTORY     - 1934     MONUMENTED       CGS
 OO0637  HISTORY     - 20000914 MARK NOT FOUND   AERSVC
 OO0637  HISTORY     - 20021031 GOOD             JCLS
 OO0637
 OO0637                          STATION DESCRIPTION
 OO0637
 OO0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0637'8.1 MI E FROM MASON CITY.
 OO0637'8.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0637'RAILROAD FROM THE STATION AT MASON CITY, CERRO GORDO COUNTY, 67 FEET
 OO0637'SOUTHEAST OF THE CROSSING OF A SECTION ROAD, 47 FEET SOUTH OF THE
 OO0637'SOUTH RAIL, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OO0637'DISK, STAMPED B 36 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0637'PROJECTING 4 INCHES ABOVE GROUND.
 OO0637
 OO0637                          STATION RECOVERY (2000)
 OO0637
 OO0637'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (BS)
 OO0637'MARK NOT FOUND
 OO0637
 OO0637                          STATION RECOVERY (2002)
 OO0637
 OO0637'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 OO0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0225 ***********************************************************************
 OO0225  DESIGNATION -  B 37
 OO0225  PID         -  OO0225
 OO0225  STATE/COUNTY-  IA/CHICKASAW
 OO0225  USGS QUAD   -  NEW HAMPTON (1972)
 OO0225
 OO0225                         *CURRENT SURVEY CONTROL
 OO0225  ___________________________________________________________________
 OO0225* NAD 83(1986)-  43 03 35.     (N)    092 15 58.     (W)     SCALED    
 OO0225* NAVD 88     -       342.696  (meters)    1124.33   (feet)  ADJUSTED  
 OO0225  ___________________________________________________________________
 OO0225  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 OO0225  DYNAMIC HT  -         342.600 (meters)    1124.01  (feet)  COMP
 OO0225  MODELED GRAV-     980,329.3   (mgal)                       NAVD 88
 OO0225
 OO0225  VERT ORDER  -  SECOND    CLASS 0
 OO0225
 OO0225.The horizontal coordinates were scaled from a topographic map and have
 OO0225.an estimated accuracy of +/- 6 seconds.
 OO0225
 OO0225.The orthometric height was determined by differential leveling
 OO0225.and adjusted by the National Geodetic Survey in June 1991..
 OO0225
 OO0225.The geoid height was determined by GEOID03.
 OO0225
 OO0225.The dynamic height is computed by dividing the NAVD 88
 OO0225.geopotential number by the normal gravity value computed on the
 OO0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0225.degrees latitude (g = 980.6199 gals.).
 OO0225
 OO0225.The modeled gravity was interpolated from observed gravity values.
 OO0225
 OO0225;                    North         East    Units  Estimated Accuracy
 OO0225;SPC IA N     - 1,173,990.    1,600,510.      MT  (+/- 180 meters Scaled)
 OO0225
 OO0225                          SUPERSEDED SURVEY CONTROL
 OO0225
 OO0225  NGVD 29 (??/??/92)  342.699  (m)         1124.34   (f) ADJ UNCH    2 0
 OO0225
 OO0225.Superseded values are not recommended for survey control.
 OO0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0225.See file dsdata.txt to determine how the superseded data were derived.
 OO0225
 OO0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH597677(NAD 83)
 OO0225_MARKER: DB = BENCH MARK DISK
 OO0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0225_STAMPING: B 37 1934
 OO0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0225+STABILITY: SURFACE MOTION
 OO0225
 OO0225  HISTORY     - Date     Condition        Report By
 OO0225  HISTORY     - 1934     MONUMENTED       CGS
 OO0225  HISTORY     - 1977     MARK NOT FOUND   USGS
 OO0225
 OO0225                          STATION DESCRIPTION
 OO0225
 OO0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0225'2.8 MI E FROM NEW HAMPTON.
 OO0225'2.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0225'RAILROAD FROM THE STATION AT NEW HAMPTON, 32.5 FEET SOUTH OF THE SOUTH
 OO0225'RAIL, AND 48 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 24. A
 OO0225'STANDARD DISK, STAMPED B 37 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0225'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OO0225
 OO0225                          STATION RECOVERY (1977)
 OO0225
 OO0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OO0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0630 ***********************************************************************
 NJ0630  DESIGNATION -  B 38
 NJ0630  PID         -  NJ0630
 NJ0630  STATE/COUNTY-  IA/FAYETTE
 NJ0630  USGS QUAD   -  OELWEIN (1981)
 NJ0630
 NJ0630                         *CURRENT SURVEY CONTROL
 NJ0630  ___________________________________________________________________
 NJ0630* NAD 83(1986)-  42 41 33.     (N)    091 55 55.     (W)     SCALED    
 NJ0630* NAVD 88     -       318.206  (meters)    1043.98   (feet)  ADJUSTED  
 NJ0630  ___________________________________________________________________
 NJ0630  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 NJ0630  DYNAMIC HT  -         318.113 (meters)    1043.68  (feet)  COMP
 NJ0630  MODELED GRAV-     980,318.6   (mgal)                       NAVD 88
 NJ0630
 NJ0630  VERT ORDER  -  SECOND    CLASS 0
 NJ0630
 NJ0630.The horizontal coordinates were scaled from a topographic map and have
 NJ0630.an estimated accuracy of +/- 6 seconds.
 NJ0630
 NJ0630.The orthometric height was determined by differential leveling
 NJ0630.and adjusted by the National Geodetic Survey in June 1991..
 NJ0630
 NJ0630.The geoid height was determined by GEOID03.
 NJ0630
 NJ0630.The dynamic height is computed by dividing the NAVD 88
 NJ0630.geopotential number by the normal gravity value computed on the
 NJ0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0630.degrees latitude (g = 980.6199 gals.).
 NJ0630
 NJ0630.The modeled gravity was interpolated from observed gravity values.
 NJ0630
 NJ0630;                    North         East    Units  Estimated Accuracy
 NJ0630;SPC IA N     - 1,133,650.    1,628,480.      MT  (+/- 180 meters Scaled)
 NJ0630
 NJ0630                          SUPERSEDED SURVEY CONTROL
 NJ0630
 NJ0630  NGVD 29 (??/??/92)  318.229  (m)         1044.06   (f) ADJ UNCH    2 0
 NJ0630
 NJ0630.Superseded values are not recommended for survey control.
 NJ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0630.See file dsdata.txt to determine how the superseded data were derived.
 NJ0630
 NJ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH874272(NAD 83)
 NJ0630_MARKER: DB = BENCH MARK DISK
 NJ0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0630_STAMPING: B 38 1934
 NJ0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0630+STABILITY: SURFACE MOTION
 NJ0630
 NJ0630  HISTORY     - Date     Condition        Report By
 NJ0630  HISTORY     - 1934     MONUMENTED       CGS
 NJ0630  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0630  HISTORY     - 1984     MARK NOT FOUND   NGS
 NJ0630
 NJ0630                          STATION DESCRIPTION
 NJ0630
 NJ0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0630'1.2 MI NW FROM OELWEIN.
 NJ0630'1.2 MILES NORTHWEST ALONG THE CHICAGO, GREAT WESTERN RAILROAD
 NJ0630'FROM THE STATION AT OELWEIN, FAYETTE COUNTY, AT A SECTION ROAD
 NJ0630'CROSSING, 64 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 45 FEET
 NJ0630'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST MAIN TRACK,
 NJ0630'40 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 19 FEET SOUTHEAST
 NJ0630'OF THE FIRST POLE SOUTHEAST OF THE CROSSING.  A STANDARD DISK,
 NJ0630'STAMPED B 38 1934 AND SET IN THE TOP OF A CONCRETE POST
 NJ0630'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 NJ0630
 NJ0630                          STATION RECOVERY (1977)
 NJ0630
 NJ0630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0630'MARK NOT FOUND.
 NJ0630
 NJ0630                          STATION RECOVERY (1984)
 NJ0630
 NJ0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NJ0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0020 ***********************************************************************
 NK0020  DESIGNATION -  B 39
 NK0020  PID         -  NK0020
 NK0020  STATE/COUNTY-  IA/BLACK HAWK
 NK0020  USGS QUAD   -  CEDAR FALLS (1980)
 NK0020
 NK0020                         *CURRENT SURVEY CONTROL
 NK0020  ___________________________________________________________________
 NK0020* NAD 83(1986)-  42 32 11.     (N)    092 27 08.     (W)     SCALED    
 NK0020* NAVD 88     -       269.508  (meters)     884.21   (feet)  ADJUSTED  
 NK0020  ___________________________________________________________________
 NK0020  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 NK0020  DYNAMIC HT  -         269.419 (meters)     883.92  (feet)  COMP
 NK0020  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 NK0020
 NK0020  VERT ORDER  -  SECOND    CLASS 0
 NK0020
 NK0020.The horizontal coordinates were scaled from a topographic map and have
 NK0020.an estimated accuracy of +/- 6 seconds.
 NK0020
 NK0020.The orthometric height was determined by differential leveling
 NK0020.and adjusted by the National Geodetic Survey in June 1991..
 NK0020
 NK0020.The geoid height was determined by GEOID03.
 NK0020
 NK0020.The dynamic height is computed by dividing the NAVD 88
 NK0020.geopotential number by the normal gravity value computed on the
 NK0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0020.degrees latitude (g = 980.6199 gals.).
 NK0020
 NK0020.The modeled gravity was interpolated from observed gravity values.
 NK0020
 NK0020;                    North         East    Units  Estimated Accuracy
 NK0020;SPC IA N     - 1,115,650.    1,586,070.      MT  (+/- 180 meters Scaled)
 NK0020
 NK0020                          SUPERSEDED SURVEY CONTROL
 NK0020
 NK0020  NGVD 29 (??/??/92)  269.524  (m)          884.26   (f) ADJ UNCH    2 0
 NK0020
 NK0020.Superseded values are not recommended for survey control.
 NK0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0020.See file dsdata.txt to determine how the superseded data were derived.
 NK0020
 NK0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH449094(NAD 83)
 NK0020_MARKER: DB = BENCH MARK DISK
 NK0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0020_STAMPING: B 39 1934
 NK0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0020+STABILITY: SURFACE MOTION
 NK0020
 NK0020  HISTORY     - Date     Condition        Report By
 NK0020  HISTORY     - 1934     MONUMENTED       CGS
 NK0020  HISTORY     - 1961     MARK NOT FOUND   NGS
 NK0020
 NK0020                          STATION DESCRIPTION
 NK0020
 NK0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NK0020'AT CEDAR FALLS.
 NK0020'AT CEDAR FALLS, BLACK HAWK COUNTY, 0.5 MILE NORTHWEST OF THE
 NK0020'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION, OPPOSITE
 NK0020'MILEPOST 157 BETWEEN 1ST AND 2ND STREETS ON IOWA STREET CROSSING,
 NK0020'59 FEET NORTHWEST OF THE STREET, AND 17.8 FEET WEST OF THE WEST
 NK0020'RAIL.  A STANDARD DISK, STAMPED B 39 1934 AND SET IN THE TOP
 NK0020'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 NK0020'NOTE-- THE GENERAL AREA OF THE BM LOCATION HAD BEEN GRADED AND
 NK0020'COVERED WITH CRUSHED ROCK FOR A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0353 ***********************************************************************
 MH0353  DESIGNATION -  B 4
 MH0353  PID         -  MH0353
 MH0353  STATE/COUNTY-  IA/DALLAS
 MH0353  USGS QUAD   -  DALLAS CENTER (1965)
 MH0353
 MH0353                         *CURRENT SURVEY CONTROL
 MH0353  ___________________________________________________________________
 MH0353* NAD 83(1986)-  41 39 08.     (N)    093 55 50.     (W)     SCALED    
 MH0353* NAVD 88     -       313.605  (meters)    1028.89   (feet)  ADJUSTED  
 MH0353  ___________________________________________________________________
 MH0353  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 MH0353  DYNAMIC HT  -         313.468 (meters)    1028.44  (feet)  COMP
 MH0353  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 MH0353
 MH0353  VERT ORDER  -  FIRST     CLASS II
 MH0353
 MH0353.The horizontal coordinates were scaled from a topographic map and have
 MH0353.an estimated accuracy of +/- 6 seconds.
 MH0353
 MH0353.The orthometric height was determined by differential leveling
 MH0353.and adjusted by the National Geodetic Survey in June 1991..
 MH0353
 MH0353.The geoid height was determined by GEOID03.
 MH0353
 MH0353.The dynamic height is computed by dividing the NAVD 88
 MH0353.geopotential number by the normal gravity value computed on the
 MH0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0353.degrees latitude (g = 980.6199 gals.).
 MH0353
 MH0353.The modeled gravity was interpolated from observed gravity values.
 MH0353
 MH0353;                    North         East    Units  Estimated Accuracy
 MH0353;SPC IA S     -   183,570.      464,140.      MT  (+/- 180 meters Scaled)
 MH0353
 MH0353                          SUPERSEDED SURVEY CONTROL
 MH0353
 MH0353  NGVD 29 (??/??/92)  313.547  (m)         1028.70   (f) ADJ UNCH    1 2
 MH0353
 MH0353.Superseded values are not recommended for survey control.
 MH0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0353.See file dsdata.txt to determine how the superseded data were derived.
 MH0353
 MH0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG225115(NAD 83)
 MH0353_MARKER: DB = BENCH MARK DISK
 MH0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0353_STAMPING: 1028.695 B 4 1930
 MH0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0353+STABILITY: SURFACE MOTION
 MH0353
 MH0353  HISTORY     - Date     Condition        Report By
 MH0353  HISTORY     - 1930     MONUMENTED       CGS
 MH0353  HISTORY     - 1934     GOOD             NGS
 MH0353  HISTORY     - 20060922 MARK NOT FOUND   INDIV
 MH0353
 MH0353                          STATION DESCRIPTION
 MH0353
 MH0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0353'2.8 MI SE FROM DALLAS CENTER.
 MH0353'2-3/4 MILES SOUTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS
 MH0353'RAILROAD FROM DALLAS CENTER, DALLAS COUNTY, 0.3 MILE NORTHWEST
 MH0353'OF MILEPOST 292, 11 FEET WEST OF THE WEST FENCE LINE OF A
 MH0353'NORTH-AND-SOUTH ROAD FENCED 60 FEET WIDE, 36 FEET SOUTHWEST OF
 MH0353'THE CENTERLINE OF THE TRACK, AND 13 FEET NORTHWEST OF A POLE.
 MH0353'A STANDARD DISK, STAMPED 1028.695 B 4 1930 AND SET IN THE TOP OF
 MH0353'A CONCRETE POST.
 MH0353
 MH0353                          STATION RECOVERY (2006)
 MH0353
 MH0353'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BLY)
 MH0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0263 ***********************************************************************
 OO0263  DESIGNATION -  B 40
 OO0263  PID         -  OO0263
 OO0263  STATE/COUNTY-  IA/FLOYD
 OO0263  USGS QUAD   -  FLOYD (1971)
 OO0263
 OO0263                         *CURRENT SURVEY CONTROL
 OO0263  ___________________________________________________________________
 OO0263* NAD 83(1986)-  43 10 09.     (N)    092 44 27.     (W)     SCALED    
 OO0263* NAVD 88     -       343.913  (meters)    1128.32   (feet)  ADJUSTED  
 OO0263  ___________________________________________________________________
 OO0263  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 OO0263  DYNAMIC HT  -         343.809 (meters)    1127.98  (feet)  COMP
 OO0263  MODELED GRAV-     980,307.8   (mgal)                       NAVD 88
 OO0263
 OO0263  VERT ORDER  -  SECOND    CLASS 0
 OO0263
 OO0263.The horizontal coordinates were scaled from a topographic map and have
 OO0263.an estimated accuracy of +/- 6 seconds.
 OO0263
 OO0263.The orthometric height was determined by differential leveling
 OO0263.and adjusted by the National Geodetic Survey in June 1991..
 OO0263
 OO0263.The geoid height was determined by GEOID03.
 OO0263
 OO0263.The dynamic height is computed by dividing the NAVD 88
 OO0263.geopotential number by the normal gravity value computed on the
 OO0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0263.degrees latitude (g = 980.6199 gals.).
 OO0263
 OO0263.The modeled gravity was interpolated from observed gravity values.
 OO0263
 OO0263;                    North         East    Units  Estimated Accuracy
 OO0263;SPC IA N     - 1,185,690.    1,561,730.      MT  (+/- 180 meters Scaled)
 OO0263
 OO0263                          SUPERSEDED SURVEY CONTROL
 OO0263
 OO0263  NGVD 29 (??/??/92)  343.899  (m)         1128.28   (f) ADJ UNCH    2 0
 OO0263
 OO0263.Superseded values are not recommended for survey control.
 OO0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0263.See file dsdata.txt to determine how the superseded data were derived.
 OO0263
 OO0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH210796(NAD 83)
 OO0263_MARKER: DB = BENCH MARK DISK
 OO0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0263_STAMPING: B 40 1934
 OO0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0263+STABILITY: SURFACE MOTION
 OO0263
 OO0263  HISTORY     - Date     Condition        Report By
 OO0263  HISTORY     - 1934     MONUMENTED       CGS
 OO0263  HISTORY     - 1969     POOR             USGS
 OO0263
 OO0263                          STATION DESCRIPTION
 OO0263
 OO0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0263'2 MI N FROM FLOYD.
 OO0263'2 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 OO0263'FLOYD, FLOYD COUNTY, 21 YARDS NORTH OF A SECTION ROAD CROSSING, 32
 OO0263'FEET WEST OF THE WEST RAIL, AND 15.3 FEET EAST OF THE RIGHT OF WAY
 OO0263'FENCE.  A STANDARD DISK, STAMPED B 40 1934 AND SET IN THE TOP OF A
 OO0263'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OO0263
 OO0263                          STATION RECOVERY (1969)
 OO0263
 OO0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OO0263'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0306 ***********************************************************************
 OO0306  DESIGNATION -  B 41
 OO0306  PID         -  OO0306
 OO0306  STATE/COUNTY-  IA/MITCHELL
 OO0306  USGS QUAD   -  LITTLE CEDAR (1972)
 OO0306
 OO0306                         *CURRENT SURVEY CONTROL
 OO0306  ___________________________________________________________________
 OO0306* NAD 83(1986)-  43 24 39.     (N)    092 39 12.     (W)     SCALED    
 OO0306* NAVD 88     -       380.368  (meters)    1247.92   (feet)  ADJUSTED  
 OO0306  ___________________________________________________________________
 OO0306  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 OO0306  DYNAMIC HT  -         380.267 (meters)    1247.59  (feet)  COMP
 OO0306  MODELED GRAV-     980,343.8   (mgal)                       NAVD 88
 OO0306
 OO0306  VERT ORDER  -  SECOND    CLASS 0
 OO0306
 OO0306.The horizontal coordinates were scaled from a topographic map and have
 OO0306.an estimated accuracy of +/- 6 seconds.
 OO0306
 OO0306.The orthometric height was determined by differential leveling
 OO0306.and adjusted by the National Geodetic Survey in June 1991..
 OO0306
 OO0306.The geoid height was determined by GEOID03.
 OO0306
 OO0306.The dynamic height is computed by dividing the NAVD 88
 OO0306.geopotential number by the normal gravity value computed on the
 OO0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0306.degrees latitude (g = 980.6199 gals.).
 OO0306
 OO0306.The modeled gravity was interpolated from observed gravity values.
 OO0306
 OO0306;                    North         East    Units  Estimated Accuracy
 OO0306;SPC IA N     - 1,212,600.    1,568,580.      MT  (+/- 180 meters Scaled)
 OO0306
 OO0306                          SUPERSEDED SURVEY CONTROL
 OO0306
 OO0306  NGVD 29 (??/??/92)  380.356  (m)         1247.88   (f) ADJ UNCH    2 0
 OO0306
 OO0306.Superseded values are not recommended for survey control.
 OO0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0306.See file dsdata.txt to determine how the superseded data were derived.
 OO0306
 OO0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ280064(NAD 83)
 OO0306_MARKER: DB = BENCH MARK DISK
 OO0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0306_STAMPING: B 41 1934
 OO0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0306+STABILITY: SURFACE MOTION
 OO0306
 OO0306  HISTORY     - Date     Condition        Report By
 OO0306  HISTORY     - 1934     MONUMENTED       CGS
 OO0306  HISTORY     - 1971     MARK NOT FOUND   USGS
 OO0306
 OO0306                          STATION DESCRIPTION
 OO0306
 OO0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0306'3.9 MI SW FROM MCINTIRE.
 OO0306'3.9 MILES SOUTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0306'STATION AT MCINTIRE, MITCHELL COUNTY, 375 YARDS SOUTHWEST OF MILEPOST
 OO0306'196, 54 FEET SOUTHEAST OF A SECTION LINE ROAD CROSSING, 49 FEET EAST
 OO0306'OF THE CENTERLINE OF THE ROAD, 45 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 OO0306'OF THE MAIN TRACK, AND 22.5 FEET NORTHEAST OF A FENCE CORNER.  A
 OO0306'STANDARD DISK, STAMPED B 41 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0306'PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- RAILROAD IS NOW ABANDONED.
 OO0306
 OO0306                          STATION RECOVERY (1971)
 OO0306
 OO0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OO0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0255 ***********************************************************************
 OO0255  DESIGNATION -  B 42
 OO0255  PID         -  OO0255
 OO0255  STATE/COUNTY-  IA/WINNESHIEK
 OO0255  USGS QUAD   -  CRESCO SE (1981)
 OO0255
 OO0255                         *CURRENT SURVEY CONTROL
 OO0255  ___________________________________________________________________
 OO0255* NAD 83(1986)-  43 19 14.     (N)    092 00 52.     (W)     SCALED    
 OO0255* NAVD 88     -       381.801  (meters)    1252.63   (feet)  ADJUSTED  
 OO0255  ___________________________________________________________________
 OO0255  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 OO0255  DYNAMIC HT  -         381.710 (meters)    1252.33  (feet)  COMP
 OO0255  MODELED GRAV-     980,370.7   (mgal)                       NAVD 88
 OO0255
 OO0255  VERT ORDER  -  SECOND    CLASS 0
 OO0255
 OO0255.The horizontal coordinates were scaled from a topographic map and have
 OO0255.an estimated accuracy of +/- 6 seconds.
 OO0255
 OO0255.The orthometric height was determined by differential leveling
 OO0255.and adjusted by the National Geodetic Survey in June 1991..
 OO0255
 OO0255.The geoid height was determined by GEOID03.
 OO0255
 OO0255.The dynamic height is computed by dividing the NAVD 88
 OO0255.geopotential number by the normal gravity value computed on the
 OO0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0255.degrees latitude (g = 980.6199 gals.).
 OO0255
 OO0255.The modeled gravity was interpolated from observed gravity values.
 OO0255
 OO0255;                    North         East    Units  Estimated Accuracy
 OO0255;SPC IA N     - 1,203,290.    1,620,500.      MT  (+/- 180 meters Scaled)
 OO0255
 OO0255                          SUPERSEDED SURVEY CONTROL
 OO0255
 OO0255  NGVD 29 (??/??/92)  381.809  (m)         1252.65   (f) ADJ UNCH    2 0
 OO0255
 OO0255.Superseded values are not recommended for survey control.
 OO0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0255.See file dsdata.txt to determine how the superseded data were derived.
 OO0255
 OO0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH799968(NAD 83)
 OO0255_MARKER: DB = BENCH MARK DISK
 OO0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0255_STAMPING: B 42 1934
 OO0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0255+STABILITY: SURFACE MOTION
 OO0255
 OO0255  HISTORY     - Date     Condition        Report By
 OO0255  HISTORY     - 1934     MONUMENTED       CGS
 OO0255  HISTORY     - 1974     GOOD             NGS
 OO0255  HISTORY     - 1977     MARK NOT FOUND   USGS
 OO0255
 OO0255                          STATION DESCRIPTION
 OO0255
 OO0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0255'2 MI NW FROM RIDGEWAY.
 OO0255'2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0255'RAILROAD FROM THE STATION AT RIDGEWAY, 26 FEET NORTH OF THE CENTER OF
 OO0255'A ROAD CROSSING, 42.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 52 FEET
 OO0255'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 9, AND 7 FEET SOUTH OF A
 OO0255'POLE.  A STANDARD DISK, STAMPED B 42 1934 AND SET IN THE TOP OF A
 OO0255'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OO0255
 OO0255                          STATION RECOVERY (1974)
 OO0255
 OO0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OO0255'RECOVERED IN GOOD CONDITION.
 OO0255
 OO0255                          STATION RECOVERY (1977)
 OO0255
 OO0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OO0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0208 ***********************************************************************
 MH0208  DESIGNATION -  B 5
 MH0208  PID         -  MH0208
 MH0208  STATE/COUNTY-  IA/JASPER
 MH0208  USGS QUAD   -  PRAIRIE CITY (1965)
 MH0208
 MH0208                         *CURRENT SURVEY CONTROL
 MH0208  ___________________________________________________________________
 MH0208* NAD 83(1986)-  41 32 45.     (N)    093 07 42.     (W)     SCALED    
 MH0208* NAVD 88     -       278.819  (meters)     914.76   (feet)  ADJUSTED  
 MH0208  ___________________________________________________________________
 MH0208  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 MH0208  DYNAMIC HT  -         278.701 (meters)     914.37  (feet)  COMP
 MH0208  MODELED GRAV-     980,194.4   (mgal)                       NAVD 88
 MH0208
 MH0208  VERT ORDER  -  FIRST     CLASS II
 MH0208
 MH0208.The horizontal coordinates were scaled from a topographic map and have
 MH0208.an estimated accuracy of +/- 6 seconds.
 MH0208
 MH0208.The orthometric height was determined by differential leveling
 MH0208.and adjusted by the National Geodetic Survey in June 1991..
 MH0208
 MH0208.The geoid height was determined by GEOID03.
 MH0208
 MH0208.The dynamic height is computed by dividing the NAVD 88
 MH0208.geopotential number by the normal gravity value computed on the
 MH0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0208.degrees latitude (g = 980.6199 gals.).
 MH0208
 MH0208.The modeled gravity was interpolated from observed gravity values.
 MH0208
 MH0208;                    North         East    Units  Estimated Accuracy
 MH0208;SPC IA S     -   171,730.      531,010.      MT  (+/- 180 meters Scaled)
 MH0208
 MH0208                          SUPERSEDED SURVEY CONTROL
 MH0208
 MH0208  NGVD 29 (??/??/92)  278.784  (m)          914.64   (f) ADJ UNCH    1 2
 MH0208
 MH0208.Superseded values are not recommended for survey control.
 MH0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0208.See file dsdata.txt to determine how the superseded data were derived.
 MH0208
 MH0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF892993(NAD 83)
 MH0208_MARKER: DB = BENCH MARK DISK
 MH0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0208_SP_SET: CULVERT
 MH0208_STAMPING: 914.644 B 5 1930
 MH0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0208
 MH0208  HISTORY     - Date     Condition        Report By
 MH0208  HISTORY     - 1930     MONUMENTED       CGS
 MH0208  HISTORY     - 1934     GOOD             NGS
 MH0208
 MH0208                          STATION DESCRIPTION
 MH0208
 MH0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0208'2 MI NW FROM MONROE.
 MH0208'2.0 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0208'RAILWAY FROM MONROE, JASPER COUNTY, OPPOSITE STATION 669 AND IN
 MH0208'THE SOUTH EDGE OF THE PAVEMENT SLAB OF HIGHWAY NO. 63, AND IN
 MH0208'THE TOP OF THE NORTHEAST END OF A CULVERT.  A STANDARD DISK,
 MH0208'STAMPED 914.644 B 5 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0048 ***********************************************************************
 MH0048  DESIGNATION -  B 6
 MH0048  PID         -  MH0048
 MH0048  STATE/COUNTY-  IA/WAPELLO
 MH0048  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0048
 MH0048                         *CURRENT SURVEY CONTROL
 MH0048  ___________________________________________________________________
 MH0048* NAD 83(1986)-  41 03 30.     (N)    092 25 29.     (W)     SCALED    
 MH0048* NAVD 88     -       252.657  (meters)     828.93   (feet)  ADJUSTED  
 MH0048  ___________________________________________________________________
 MH0048  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MH0048  DYNAMIC HT  -         252.544 (meters)     828.55  (feet)  COMP
 MH0048  MODELED GRAV-     980,171.1   (mgal)                       NAVD 88
 MH0048
 MH0048  VERT ORDER  -  FIRST     CLASS II
 MH0048
 MH0048.The horizontal coordinates were scaled from a topographic map and have
 MH0048.an estimated accuracy of +/- 6 seconds.
 MH0048
 MH0048.The orthometric height was determined by differential leveling
 MH0048.and adjusted by the National Geodetic Survey in June 1991..
 MH0048
 MH0048.The geoid height was determined by GEOID03.
 MH0048
 MH0048.The dynamic height is computed by dividing the NAVD 88
 MH0048.geopotential number by the normal gravity value computed on the
 MH0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0048.degrees latitude (g = 980.6199 gals.).
 MH0048
 MH0048.The modeled gravity was interpolated from observed gravity values.
 MH0048
 MH0048;                    North         East    Units  Estimated Accuracy
 MH0048;SPC IA S     -   118,090.      590,380.      MT  (+/- 180 meters Scaled)
 MH0048
 MH0048                          SUPERSEDED SURVEY CONTROL
 MH0048
 MH0048  NGVD 29 (??/??/92)  252.645  (m)          828.89   (f) ADJ UNCH    1 2
 MH0048
 MH0048.Superseded values are not recommended for survey control.
 MH0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0048.See file dsdata.txt to determine how the superseded data were derived.
 MH0048
 MH0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF483453(NAD 83)
 MH0048_MARKER: DB = BENCH MARK DISK
 MH0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0048_STAMPING: 828.886 B 6 1930
 MH0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0048+STABILITY: SURFACE MOTION
 MH0048
 MH0048  HISTORY     - Date     Condition        Report By
 MH0048  HISTORY     - 1930     MONUMENTED       CGS
 MH0048  HISTORY     - 1940     GOOD             NGS
 MH0048
 MH0048                          STATION DESCRIPTION
 MH0048
 MH0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MH0048'0.2 MI SW FROM RUTLEDGE.
 MH0048'1/4 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MH0048'PACIFIC RAILROAD FROM RUTLEDGE, WAPELLO COUNTY, NEAR THE GATEPOST
 MH0048'OF A FARM-ROAD CROSSING, 120 FEET NORTHEAST OF A SIGNAL TOWER, 40
 MH0048'FEET SOUTH OF A WHISTLE POST, AND 40 FEET SOUTHEAST OF THE CENTER
 MH0048'LINE OF THE TRACK.  A STANDARD DISK, STAMPED 828.886 B 6 1930 AND
 MH0048'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0097 ***********************************************************************
 MK0097  DESIGNATION -  B 69
 MK0097  PID         -  MK0097
 MK0097  STATE/COUNTY-  IA/HARRISON
 MK0097  USGS QUAD   -  MODALE (1970)
 MK0097
 MK0097                         *CURRENT SURVEY CONTROL
 MK0097  ___________________________________________________________________
 MK0097* NAD 83(1986)-  41 33 33.     (N)    096 03 26.     (W)     SCALED    
 MK0097* NAVD 88     -       307.295  (meters)    1008.18   (feet)  ADJUSTED  
 MK0097  ___________________________________________________________________
 MK0097  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 MK0097  DYNAMIC HT  -         307.155 (meters)    1007.72  (feet)  COMP
 MK0097  MODELED GRAV-     980,160.7   (mgal)                       NAVD 88
 MK0097
 MK0097  VERT ORDER  -  SECOND    CLASS 0
 MK0097
 MK0097.The horizontal coordinates were scaled from a topographic map and have
 MK0097.an estimated accuracy of +/- 6 seconds.
 MK0097
 MK0097.The orthometric height was determined by differential leveling
 MK0097.and adjusted by the National Geodetic Survey in June 1991..
 MK0097
 MK0097.The geoid height was determined by GEOID03.
 MK0097
 MK0097.The dynamic height is computed by dividing the NAVD 88
 MK0097.geopotential number by the normal gravity value computed on the
 MK0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0097.degrees latitude (g = 980.6199 gals.).
 MK0097
 MK0097.The modeled gravity was interpolated from observed gravity values.
 MK0097
 MK0097;                    North         East    Units  Estimated Accuracy
 MK0097;SPC IA S     -   176,280.      286,710.      MT  (+/- 180 meters Scaled)
 MK0097
 MK0097                          SUPERSEDED SURVEY CONTROL
 MK0097
 MK0097  NGVD 29 (??/??/92)  307.153  (m)         1007.72   (f) ADJ UNCH    2 0
 MK0097
 MK0097.Superseded values are not recommended for survey control.
 MK0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0097.See file dsdata.txt to determine how the superseded data were derived.
 MK0097
 MK0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM454050(NAD 83)
 MK0097_MARKER: DB = BENCH MARK DISK
 MK0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0097_STAMPING: B 69 1935
 MK0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0097+STABILITY: SURFACE MOTION
 MK0097
 MK0097  HISTORY     - Date     Condition        Report By
 MK0097  HISTORY     - 1935     MONUMENTED       CGS
 MK0097  HISTORY     - 1948     GOOD             NGS
 MK0097
 MK0097                          STATION DESCRIPTION
 MK0097
 MK0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0097'3 MI W FROM CALIFORNIA JUNCTION.
 MK0097'3.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0097'THE STATION AT CALIFORNIA JUNCTION, HARRISON COUNTY, 500 FEET
 MK0097'EAST OF THE EAST WYE OF A SWITCH, 5.5 FEET SOUTH OF MILEPOST 9,
 MK0097'45.2 FEET NORTH OF THE NORTH RAIL, AND 2.5 FEET SOUTH OF AN EAST
 MK0097'AND WEST FENCE.  A STANDARD DISK, STAMPED B 69 1935 AND SET IN THE
 MK0097'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0035 ***********************************************************************
 LE0035  DESIGNATION -  B 7
 LE0035  PID         -  LE0035
 LE0035  STATE/COUNTY-  IA/WAPELLO
 LE0035  USGS QUAD   -  OTTUMWA SOUTH (1976)
 LE0035
 LE0035                         *CURRENT SURVEY CONTROL
 LE0035  ___________________________________________________________________
 LE0035* NAD 83(1986)-  40 58 41.     (N)    092 23 31.     (W)     SCALED    
 LE0035* NAVD 88     -       194.508  (meters)     638.15   (feet)  ADJUSTED  
 LE0035  ___________________________________________________________________
 LE0035  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LE0035  DYNAMIC HT  -         194.419 (meters)     637.86  (feet)  COMP
 LE0035  MODELED GRAV-     980,163.3   (mgal)                       NAVD 88
 LE0035
 LE0035  VERT ORDER  -  FIRST     CLASS II
 LE0035
 LE0035.The horizontal coordinates were scaled from a topographic map and have
 LE0035.an estimated accuracy of +/- 6 seconds.
 LE0035
 LE0035.The orthometric height was determined by differential leveling
 LE0035.and adjusted by the National Geodetic Survey in June 1991..
 LE0035
 LE0035.The geoid height was determined by GEOID03.
 LE0035
 LE0035.The dynamic height is computed by dividing the NAVD 88
 LE0035.geopotential number by the normal gravity value computed on the
 LE0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0035.degrees latitude (g = 980.6199 gals.).
 LE0035
 LE0035.The modeled gravity was interpolated from observed gravity values.
 LE0035
 LE0035;                    North         East    Units  Estimated Accuracy
 LE0035;SPC IA S     -   109,210.      593,250.      MT  (+/- 180 meters Scaled)
 LE0035
 LE0035                          SUPERSEDED SURVEY CONTROL
 LE0035
 LE0035  NGVD 29 (??/??/92)  194.495  (m)          638.11   (f) ADJ UNCH    1 2
 LE0035
 LE0035.Superseded values are not recommended for survey control.
 LE0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0035.See file dsdata.txt to determine how the superseded data were derived.
 LE0035
 LE0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF511364(NAD 83)
 LE0035_MARKER: DB = BENCH MARK DISK
 LE0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0035_STAMPING: 638.096 B 7 1930
 LE0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0035+STABILITY: SURFACE MOTION
 LE0035
 LE0035  HISTORY     - Date     Condition        Report By
 LE0035  HISTORY     - 1930     MONUMENTED       CGS
 LE0035  HISTORY     - 1943     GOOD             NGS
 LE0035
 LE0035                          STATION DESCRIPTION
 LE0035
 LE0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0035'2.8 MI N FROM OTTUMWA.
 LE0035'2.8 MILES SOUTH ALONG THE WABASH RAILWAY FROM OTTUMWA, WAPELLO
 LE0035'COUNTY, 1/8 MILE NORTH OF MILEPOST 3, 100 FEET SOUTHEAST OF
 LE0035'BRIDGE 2219, 17 FEET SOUTH OF THE SOUTH FENCE LINE OF AN
 LE0035'EAST-AND-WEST ROAD FENCED 60 FEET WIDE, AND 46 FEET NORTHEAST
 LE0035'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LE0035'638.096 B 7 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0350 ***********************************************************************
 MG0350  DESIGNATION -  B 71
 MG0350  PID         -  MG0350
 MG0350  STATE/COUNTY-  IA/JONES
 MG0350  USGS QUAD   -  OXFORD JUNCTION (1980)
 MG0350
 MG0350                         *CURRENT SURVEY CONTROL
 MG0350  ___________________________________________________________________
 MG0350* NAD 83(1986)-  41 57 53.     (N)    090 56 39.     (W)     SCALED    
 MG0350* NAVD 88     -       219.395  (meters)     719.80   (feet)  ADJUSTED  
 MG0350  ___________________________________________________________________
 MG0350  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MG0350  DYNAMIC HT  -         219.318 (meters)     719.55  (feet)  COMP
 MG0350  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 MG0350
 MG0350  VERT ORDER  -  SECOND    CLASS 0
 MG0350
 MG0350.The horizontal coordinates were scaled from a topographic map and have
 MG0350.an estimated accuracy of +/- 6 seconds.
 MG0350
 MG0350.The orthometric height was determined by differential leveling
 MG0350.and adjusted by the National Geodetic Survey in June 1991..
 MG0350
 MG0350.The geoid height was determined by GEOID03.
 MG0350
 MG0350.The dynamic height is computed by dividing the NAVD 88
 MG0350.geopotential number by the normal gravity value computed on the
 MG0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0350.degrees latitude (g = 980.6199 gals.).
 MG0350
 MG0350.The modeled gravity was interpolated from observed gravity values.
 MG0350
 MG0350;                    North         East    Units  Estimated Accuracy
 MG0350;SPC IA N     - 1,054,820.    1,711,840.      MT  (+/- 180 meters Scaled)
 MG0350
 MG0350                          SUPERSEDED SURVEY CONTROL
 MG0350
 MG0350  NGVD 29 (??/??/92)  219.433  (m)          719.92   (f) ADJ UNCH    2 0
 MG0350
 MG0350.Superseded values are not recommended for survey control.
 MG0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0350.See file dsdata.txt to determine how the superseded data were derived.
 MG0350
 MG0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG703479(NAD 83)
 MG0350_MARKER: DB = BENCH MARK DISK
 MG0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0350_SP_SET: CULVERT
 MG0350_STAMPING: B 71 1934
 MG0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0350+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 MG0350
 MG0350  HISTORY     - Date     Condition        Report By
 MG0350  HISTORY     - 1934     MONUMENTED       CGS
 MG0350  HISTORY     - 19960830 MARK NOT FOUND   USPSQD
 MG0350  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 MG0350  HISTORY     - 20050919 GOOD             GEOCAC
 MG0350
 MG0350                          STATION DESCRIPTION
 MG0350
 MG0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0350'1.6 MI SE FROM OXFORD JUNCTION.
 MG0350'1.6 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0350'AND PACIFIC RAILROAD FROM THE STATION AT OXFORD JUNCTION,
 MG0350'JONES COUNTY, 5 POLES NORTHWEST OF MILEPOST 43, AT 5- BY 6-FOOT
 MG0350'REINFORCED CONCRETE BOX CULVERT H 200, IN THE TOP OF THE SOUTHEAST
 MG0350'END OF THE SOUTHWEST CONCRETE HEADWALL, 22 FEET SOUTHWEST OF
 MG0350'THE CENTERLINE OF THE TRACK, AND 5 FEET LOWER THAN THE TRACK.
 MG0350'A STANDARD DISK, STAMPED B 71 1934.
 MG0350
 MG0350                          STATION RECOVERY (1996)
 MG0350
 MG0350'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0350'MARK NOT FOUND.
 MG0350
 MG0350                          STATION RECOVERY (1998)
 MG0350
 MG0350'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0350'MARK NOT FOUND.
 MG0350
 MG0350                          STATION RECOVERY (2005)
 MG0350
 MG0350'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 MG0350'THE RAILROAD IS LONG ABANDONED AND DISMANTLED. THE ROADBED SURVIVES AS
 MG0350'A PRIVATE LANE.
 MG0350' 
 MG0350'HANDHELD COORDINATES - 41 57 52.6 (N) 090 56 39.7 (W)
 MG0350' 
 MG0350'VIEW OF SKY PARTIALLY OBSCURED BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0529 ***********************************************************************
 NJ0529  DESIGNATION -  B 72
 NJ0529  PID         -  NJ0529
 NJ0529  STATE/COUNTY-  IA/DELAWARE
 NJ0529  USGS QUAD   -  EARLVILLE (1973)
 NJ0529
 NJ0529                         *CURRENT SURVEY CONTROL
 NJ0529  ___________________________________________________________________
 NJ0529* NAD 83(1986)-  42 23 26.     (N)    091 17 00.     (W)     SCALED    
 NJ0529* NAVD 88     -       260.663  (meters)     855.19   (feet)  ADJUSTED  
 NJ0529  ___________________________________________________________________
 NJ0529  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 NJ0529  DYNAMIC HT  -         260.580 (meters)     854.92  (feet)  COMP
 NJ0529  MODELED GRAV-     980,299.8   (mgal)                       NAVD 88
 NJ0529
 NJ0529  VERT ORDER  -  SECOND    CLASS 0
 NJ0529
 NJ0529.The horizontal coordinates were scaled from a topographic map and have
 NJ0529.an estimated accuracy of +/- 6 seconds.
 NJ0529
 NJ0529.The orthometric height was determined by differential leveling
 NJ0529.and adjusted by the National Geodetic Survey in June 1991..
 NJ0529
 NJ0529.The geoid height was determined by GEOID03.
 NJ0529
 NJ0529.The dynamic height is computed by dividing the NAVD 88
 NJ0529.geopotential number by the normal gravity value computed on the
 NJ0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0529.degrees latitude (g = 980.6199 gals.).
 NJ0529
 NJ0529.The modeled gravity was interpolated from observed gravity values.
 NJ0529
 NJ0529;                    North         East    Units  Estimated Accuracy
 NJ0529;SPC IA N     - 1,101,310.    1,682,500.      MT  (+/- 180 meters Scaled)
 NJ0529
 NJ0529                          SUPERSEDED SURVEY CONTROL
 NJ0529
 NJ0529  NGVD 29 (??/??/92)  260.696  (m)          855.30   (f) ADJ UNCH    2 0
 NJ0529
 NJ0529.Superseded values are not recommended for survey control.
 NJ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0529.See file dsdata.txt to determine how the superseded data were derived.
 NJ0529
 NJ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG413945(NAD 83)
 NJ0529_MARKER: DB = BENCH MARK DISK
 NJ0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0529_STAMPING: B 72 1934
 NJ0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0529+STABILITY: SURFACE MOTION
 NJ0529
 NJ0529  HISTORY     - Date     Condition        Report By
 NJ0529  HISTORY     - 1934     MONUMENTED       CGS
 NJ0529
 NJ0529                          STATION DESCRIPTION
 NJ0529
 NJ0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0529'4.3 MI NW FROM HOPKINTON.
 NJ0529'4.3 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0529'PACIFIC RAILROAD FROM THE STATION AT HOPKINTON, DELAWARE COUNTY,
 NJ0529'1-1/2 POLES SOUTH OF MILEPOST 37, 36 FEET NORTH OF CULVERT H
 NJ0529'303+3/4, AT A PUBLIC ROAD CROSSING, 35 FEET EAST OF THE CENTERLINE
 NJ0529'OF THE TRACK, 20 FEET NORTH OF THE CENTERLINE OF THE ROAD, 4
 NJ0529'FEET WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH THE
 NJ0529'TRACK.  A STANDARD DISK, STAMPED B 72 1934 AND SET IN THE TOP
 NJ0529'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0501 ***********************************************************************
 NJ0501  DESIGNATION -  B 73
 NJ0501  PID         -  NJ0501
 NJ0501  STATE/COUNTY-  IA/DUBUQUE
 NJ0501  USGS QUAD   -  DYERSVILLE EAST (1965)
 NJ0501
 NJ0501                         *CURRENT SURVEY CONTROL
 NJ0501  ___________________________________________________________________
 NJ0501* NAD 83(1986)-  42 27 33.     (N)    091 02 52.     (W)     SCALED    
 NJ0501* NAVD 88     -       322.800  (meters)    1059.05   (feet)  ADJUSTED  
 NJ0501  ___________________________________________________________________
 NJ0501  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 NJ0501  DYNAMIC HT  -         322.697 (meters)    1058.72  (feet)  COMP
 NJ0501  MODELED GRAV-     980,291.8   (mgal)                       NAVD 88
 NJ0501
 NJ0501  VERT ORDER  -  SECOND    CLASS 0
 NJ0501
 NJ0501.The horizontal coordinates were scaled from a topographic map and have
 NJ0501.an estimated accuracy of +/- 6 seconds.
 NJ0501
 NJ0501.The orthometric height was determined by differential leveling
 NJ0501.and adjusted by the National Geodetic Survey in June 1991..
 NJ0501
 NJ0501.The geoid height was determined by GEOID03.
 NJ0501
 NJ0501.The dynamic height is computed by dividing the NAVD 88
 NJ0501.geopotential number by the normal gravity value computed on the
 NJ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0501.degrees latitude (g = 980.6199 gals.).
 NJ0501
 NJ0501.The modeled gravity was interpolated from observed gravity values.
 NJ0501
 NJ0501;                    North         East    Units  Estimated Accuracy
 NJ0501;SPC IA N     - 1,109,470.    1,701,660.      MT  (+/- 180 meters Scaled)
 NJ0501
 NJ0501                          SUPERSEDED SURVEY CONTROL
 NJ0501
 NJ0501  NGVD 29 (??/??/92)  322.826  (m)         1059.14   (f) ADJ UNCH    2 0
 NJ0501
 NJ0501.Superseded values are not recommended for survey control.
 NJ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0501.See file dsdata.txt to determine how the superseded data were derived.
 NJ0501
 NJ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH605026(NAD 83)
 NJ0501_MARKER: DB = BENCH MARK DISK
 NJ0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0501_STAMPING: B 73 1934
 NJ0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0501+STABILITY: SURFACE MOTION
 NJ0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0501+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 NJ0501
 NJ0501  HISTORY     - Date     Condition        Report By
 NJ0501  HISTORY     - 1934     MONUMENTED       CGS
 NJ0501  HISTORY     - 20060819 GOOD             GEOCAC
 NJ0501
 NJ0501                          STATION DESCRIPTION
 NJ0501
 NJ0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0501'2.1 M NW FROM FARLEY.
 NJ0501'2.1 MILES NORTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NJ0501'FROM THE STATION AT FARLEY, DUBUQUE COUNTY, 8-1/2 POLES WEST
 NJ0501'OF MILEPOST 198, AT A PRVATE-ROAD CROSSING, 43 FEET NORTH OF THE
 NJ0501'CENTERLINE OF THE TRACK, 8 FEET WEST OF THE CENTERLINE OF THE
 NJ0501'ROAD, 9 FEET EAST OF A FENCE LEADING NORTH, 3 FEET SOUTH OF THE
 NJ0501'RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 NJ0501'STANDARD DISK, STAMPED B 73 1934 AND SET IN THE TOP OF A CONCRETE
 NJ0501'POST.
 NJ0501
 NJ0501                          STATION RECOVERY (2006)
 NJ0501
 NJ0501'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0501'RAILROAD IS DISMANTLED AND RIGHT OF WAY IS NOW A COUNTY
 NJ0501'BICYCLE/WALKING TRAIL CALLED HERITAGE TRAIL.  MARK IS 0.25 MILES WEST
 NJ0501'OF RAILROAD MP C198, WHICH IS PRESERVED.  MARK IS SET IN A SQUARE
 NJ0501'CONCRETE POST THAT PROJECTS 6 INCHES.  CROSSING GRADE IS PRESENT BUT
 NJ0501'NO LONGER IN USE. FENCE LEADING NORTH IN THE 1934 DESCRIPTION NO
 NJ0501'LONGER EXISTS.
 NJ0501' 
 NJ0501'HANDHELD GPSR COORDINATES - 52 27 33.5 N
 NJ0501'091 02 54.0 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0617 ***********************************************************************
 NJ0617  DESIGNATION -  B 74
 NJ0617  PID         -  NJ0617
 NJ0617  STATE/COUNTY-  IA/BUCHANAN
 NJ0617  USGS QUAD   -  STANLEY (1981)
 NJ0617
 NJ0617                         *CURRENT SURVEY CONTROL
 NJ0617  ___________________________________________________________________
 NJ0617* NAD 83(1986)-  42 38 33.     (N)    091 48 42.     (W)     SCALED    
 NJ0617* NAVD 88     -       342.305  (meters)    1123.05   (feet)  ADJUSTED  
 NJ0617  ___________________________________________________________________
 NJ0617  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 NJ0617  DYNAMIC HT  -         342.204 (meters)    1122.71  (feet)  COMP
 NJ0617  MODELED GRAV-     980,317.0   (mgal)                       NAVD 88
 NJ0617
 NJ0617  VERT ORDER  -  SECOND    CLASS 0
 NJ0617
 NJ0617.The horizontal coordinates were scaled from a topographic map and have
 NJ0617.an estimated accuracy of +/- 6 seconds.
 NJ0617
 NJ0617.The orthometric height was determined by differential leveling
 NJ0617.and adjusted by the National Geodetic Survey in June 1991..
 NJ0617
 NJ0617.The geoid height was determined by GEOID03.
 NJ0617
 NJ0617.The dynamic height is computed by dividing the NAVD 88
 NJ0617.geopotential number by the normal gravity value computed on the
 NJ0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0617.degrees latitude (g = 980.6199 gals.).
 NJ0617
 NJ0617.The modeled gravity was interpolated from observed gravity values.
 NJ0617
 NJ0617;                    North         East    Units  Estimated Accuracy
 NJ0617;SPC IA N     - 1,128,290.    1,638,450.      MT  (+/- 180 meters Scaled)
 NJ0617
 NJ0617                          SUPERSEDED SURVEY CONTROL
 NJ0617
 NJ0617  NGVD 29 (??/??/92)  342.333  (m)         1123.14   (f) ADJ UNCH    2 0
 NJ0617
 NJ0617.Superseded values are not recommended for survey control.
 NJ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0617.See file dsdata.txt to determine how the superseded data were derived.
 NJ0617
 NJ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH974218(NAD 83)
 NJ0617_MARKER: DB = BENCH MARK DISK
 NJ0617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0617_SP_SET: BUILDING
 NJ0617_STAMPING: B 74 1934
 NJ0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0617
 NJ0617  HISTORY     - Date     Condition        Report By
 NJ0617  HISTORY     - 1934     MONUMENTED       CGS
 NJ0617
 NJ0617                          STATION DESCRIPTION
 NJ0617
 NJ0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0617'AT STANLEY.
 NJ0617'AT STANLEY, BUCHANAN COUNTY, IN THE BRICK WALL OF THE STANLEY
 NJ0617'CAFE, 16 INCHES WEST OF THE SOUTHEAST CORNER, 16 INCHES EAST
 NJ0617'OF THE DOOR, AND 4 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 NJ0617'STAMPED B 74 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0559 ***********************************************************************
 NJ0559  DESIGNATION -  B 75
 NJ0559  PID         -  NJ0559
 NJ0559  STATE/COUNTY-  IA/BUCHANAN
 NJ0559  USGS QUAD   -  INDEPENDENCE (1982)
 NJ0559
 NJ0559                         *CURRENT SURVEY CONTROL
 NJ0559  ___________________________________________________________________
 NJ0559* NAD 83(1986)-  42 28 08.     (N)    091 53 41.     (W)     SCALED    
 NJ0559* NAVD 88     -       276.976  (meters)     908.71   (feet)  ADJUSTED  
 NJ0559  ___________________________________________________________________
 NJ0559  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 NJ0559  DYNAMIC HT  -         276.894 (meters)     908.44  (feet)  COMP
 NJ0559  MODELED GRAV-     980,318.4   (mgal)                       NAVD 88
 NJ0559
 NJ0559  VERT ORDER  -  SECOND    CLASS 0
 NJ0559
 NJ0559.The horizontal coordinates were scaled from a topographic map and have
 NJ0559.an estimated accuracy of +/- 6 seconds.
 NJ0559
 NJ0559.The orthometric height was determined by differential leveling
 NJ0559.and adjusted by the National Geodetic Survey in June 1991..
 NJ0559
 NJ0559.The geoid height was determined by GEOID03.
 NJ0559
 NJ0559.The dynamic height is computed by dividing the NAVD 88
 NJ0559.geopotential number by the normal gravity value computed on the
 NJ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0559.degrees latitude (g = 980.6199 gals.).
 NJ0559
 NJ0559.The modeled gravity was interpolated from observed gravity values.
 NJ0559
 NJ0559;                    North         East    Units  Estimated Accuracy
 NJ0559;SPC IA N     - 1,108,870.    1,632,000.      MT  (+/- 180 meters Scaled)
 NJ0559
 NJ0559                          SUPERSEDED SURVEY CONTROL
 NJ0559
 NJ0559  NGVD 29 (??/??/92)  277.008  (m)          908.82   (f) ADJ UNCH    2 0
 NJ0559
 NJ0559.Superseded values are not recommended for survey control.
 NJ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0559.See file dsdata.txt to determine how the superseded data were derived.
 NJ0559
 NJ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH908024(NAD 83)
 NJ0559_MARKER: DB = BENCH MARK DISK
 NJ0559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0559_SP_SET: BRIDGE
 NJ0559_STAMPING: B 75 1934
 NJ0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0559
 NJ0559  HISTORY     - Date     Condition        Report By
 NJ0559  HISTORY     - 1934     MONUMENTED       CGS
 NJ0559  HISTORY     - 1980     GOOD             IAHD
 NJ0559  HISTORY     - 1985     GOOD             NGS
 NJ0559  HISTORY     - 1988     GOOD             USPSQD
 NJ0559
 NJ0559                          STATION DESCRIPTION
 NJ0559
 NJ0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0559'AT INDEPENDENCE.
 NJ0559'AT INDEPENDENCE, BUCHANAN COUNTY, AT THE FIRST STREET BRIDGE
 NJ0559'OVER WAPSIPINICON RIVER, IN THE TOP OF A FELLOE GUARD, 15 FEET
 NJ0559'EAST OF THE NORTHWEST END OF THE BRIDGE, AND 3 INCHES ABOVE THE
 NJ0559'SIDEWALK.  A STANDARD DISK, STAMPED B 75 1934.
 NJ0559
 NJ0559                          STATION RECOVERY (1980)
 NJ0559
 NJ0559'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1980
 NJ0559'RECOVERED IN GOOD CONDITION.
 NJ0559
 NJ0559                          STATION RECOVERY (1985)
 NJ0559
 NJ0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NJ0559'RECOVERED IN GOOD CONDITION.
 NJ0559
 NJ0559                          STATION RECOVERY (1988)
 NJ0559
 NJ0559'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLM)
 NJ0559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ1005 ***********************************************************************
 NJ1005  DESIGNATION -  B 75 RESET
 NJ1005  PID         -  NJ1005
 NJ1005  STATE/COUNTY-  IA/BUCHANAN
 NJ1005  USGS QUAD   -  INDEPENDENCE (1982)
 NJ1005
 NJ1005                         *CURRENT SURVEY CONTROL
 NJ1005  ___________________________________________________________________
 NJ1005* NAD 83(1986)-  42 28 08.     (N)    091 53 41.     (W)     SCALED    
 NJ1005* NAVD 88     -       276.95   (meters)     908.6    (feet)  RESET     
 NJ1005  ___________________________________________________________________
 NJ1005  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 NJ1005
 NJ1005  VERT ORDER  -  THIRD
 NJ1005
 NJ1005.The horizontal coordinates were scaled from a topographic map and have
 NJ1005.an estimated accuracy of +/- 6 seconds.
 NJ1005
 NJ1005.The orthometric height was computed from unverified reset data.
 NJ1005
 NJ1005.The geoid height was determined by GEOID03.
 NJ1005
 NJ1005;                    North         East    Units  Estimated Accuracy
 NJ1005;SPC IA N     - 1,108,870.    1,632,000.      MT  (+/- 180 meters Scaled)
 NJ1005
 NJ1005                          SUPERSEDED SURVEY CONTROL
 NJ1005
 NJ1005  NGVD 29 (05/12/04)  276.98   (m)          908.7    (f) RESET       3  
 NJ1005
 NJ1005.Superseded values are not recommended for survey control.
 NJ1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ1005.See file dsdata.txt to determine how the superseded data were derived.
 NJ1005
 NJ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH908024(NAD 83)
 NJ1005_MARKER: DB = BENCH MARK DISK
 NJ1005_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NJ1005_SP_SET: BRIDGE ABUTMENT
 NJ1005_STAMPING: B 75 RESET 1985
 NJ1005_MARK LOGO: NGS   
 NJ1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ1005
 NJ1005  HISTORY     - Date     Condition        Report By
 NJ1005  HISTORY     - 1985     MONUMENTED       NGS
 NJ1005
 NJ1005                          STATION DESCRIPTION
 NJ1005
 NJ1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NJ1005'IN INDEPENDENCE.
 NJ1005'IN INDEPENDENCE, ABOUT 68.6 M (225.1 FT) EAST OF THE INTERSECTION OF
 NJ1005'2ND AVENUE SOUTHWEST AND 2ND STREET SOUTHWEST, 5.09 M (16.7 FT) NORTH
 NJ1005'FROM THE CENTERLINE OF 2ND STREET SOUTHWEST, 2.13 M (7.0 FT)
 NJ1005'NORTHWEST FROM THE NORTHWEST CORNER OF THE BRIDGE DECK, IN THE
 NJ1005'NORTHWEST END OF THE NORTH WINGWALL OF THE WEST ABUTMENT FOR THE 2ND
 NJ1005'STREET SOUTHWEST BRIDGE OVER THE WAPSIPINICON RIVER.
 NJ1005'THE MARK IS 0.15 M ABOVE 2ND STREET SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0630 ***********************************************************************
 MG0630  DESIGNATION -  B 76
 MG0630  PID         -  MG0630
 MG0630  STATE/COUNTY-  IA/LINN
 MG0630  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0630
 MG0630                         *CURRENT SURVEY CONTROL
 MG0630  ___________________________________________________________________
 MG0630* NAD 83(1986)-  41 58 40.     (N)    091 39 51.     (W)     SCALED    
 MG0630* NAVD 88     -       224.070  (meters)     735.14   (feet)  ADJUSTED  
 MG0630  ___________________________________________________________________
 MG0630  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MG0630  DYNAMIC HT  -         223.987 (meters)     734.86  (feet)  COMP
 MG0630  MODELED GRAV-     980,248.0   (mgal)                       NAVD 88
 MG0630
 MG0630  VERT ORDER  -  FIRST     CLASS II
 MG0630
 MG0630.The horizontal coordinates were scaled from a topographic map and have
 MG0630.an estimated accuracy of +/- 6 seconds.
 MG0630
 MG0630.The orthometric height was determined by differential leveling
 MG0630.and adjusted by the National Geodetic Survey in June 1991..
 MG0630
 MG0630.The geoid height was determined by GEOID03.
 MG0630
 MG0630.The dynamic height is computed by dividing the NAVD 88
 MG0630.geopotential number by the normal gravity value computed on the
 MG0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0630.degrees latitude (g = 980.6199 gals.).
 MG0630
 MG0630.The modeled gravity was interpolated from observed gravity values.
 MG0630
 MG0630;                    North         East    Units  Estimated Accuracy
 MG0630;SPC IA N     - 1,054,720.    1,652,140.      MT  (+/- 180 meters Scaled)
 MG0630
 MG0630                          SUPERSEDED SURVEY CONTROL
 MG0630
 MG0630  NGVD 29 (??/??/92)  224.096  (m)          735.22   (f) ADJ UNCH    1 2
 MG0630
 MG0630.Superseded values are not recommended for survey control.
 MG0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0630.See file dsdata.txt to determine how the superseded data were derived.
 MG0630
 MG0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG106481(NAD 83)
 MG0630_MARKER: DB = BENCH MARK DISK
 MG0630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0630_SP_SET: BUILDING
 MG0630_STAMPING: B 76 1943
 MG0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0630
 MG0630  HISTORY     - Date     Condition        Report By
 MG0630  HISTORY     - 1934     MONUMENTED       CGS
 MG0630  HISTORY     - 1943     GOOD             NGS
 MG0630  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 MG0630
 MG0630                          STATION DESCRIPTION
 MG0630
 MG0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MG0630'AT CEDAR RAPIDS.
 MG0630'AT CEDAR RAPIDS, LINN COUNTY, AT THE CHICAGO, ROCK ISLAND AND
 MG0630'PACIFIC RAILWAY STATION, IN THE CENTER OF A LIMESTONE BUILDING
 MG0630'BLOCK OF THE BRICK WALL BETWEEN THE TICKET OFFICE WINDOWS,
 MG0630'AND 4.5 FEET ABOVE A PLATFORM.  A STANDARD DISK, STAMPED B 76
 MG0630'1934 AND SET VERTICALLY.
 MG0630
 MG0630                          STATION RECOVERY (1987)
 MG0630
 MG0630'RECOVERY NOTE BY US POWER SQUADRON 1987 (SK)
 MG0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0386 ***********************************************************************
 MG0386  DESIGNATION -  B 77
 MG0386  PID         -  MG0386
 MG0386  STATE/COUNTY-  IA/MUSCATINE
 MG0386  USGS QUAD   -  WEST LIBERTY (1965)
 MG0386
 MG0386                         *CURRENT SURVEY CONTROL
 MG0386  ___________________________________________________________________
 MG0386* NAD 83(1986)-  41 34 16.     (N)    091 16 04.     (W)     SCALED    
 MG0386* NAVD 88     -       205.594  (meters)     674.52   (feet)  ADJUSTED  
 MG0386  ___________________________________________________________________
 MG0386  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 MG0386  DYNAMIC HT  -         205.515 (meters)     674.26  (feet)  COMP
 MG0386  MODELED GRAV-     980,234.6   (mgal)                       NAVD 88
 MG0386
 MG0386  VERT ORDER  -  SECOND    CLASS 0
 MG0386
 MG0386.The horizontal coordinates were scaled from a topographic map and have
 MG0386.an estimated accuracy of +/- 6 seconds.
 MG0386
 MG0386.The orthometric height was determined by differential leveling
 MG0386.and adjusted by the National Geodetic Survey in June 1991..
 MG0386
 MG0386.The geoid height was determined by GEOID03.
 MG0386
 MG0386.The dynamic height is computed by dividing the NAVD 88
 MG0386.geopotential number by the normal gravity value computed on the
 MG0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0386.degrees latitude (g = 980.6199 gals.).
 MG0386
 MG0386.The modeled gravity was interpolated from observed gravity values.
 MG0386
 MG0386;                    North         East    Units  Estimated Accuracy
 MG0386;SPC IA S     -   176,860.      686,150.      MT  (+/- 180 meters Scaled)
 MG0386
 MG0386                          SUPERSEDED SURVEY CONTROL
 MG0386
 MG0386  NGVD 29 (??/??/92)  205.647  (m)          674.69   (f) ADJ UNCH    2 0
 MG0386
 MG0386.Superseded values are not recommended for survey control.
 MG0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0386.See file dsdata.txt to determine how the superseded data were derived.
 MG0386
 MG0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG444036(NAD 83)
 MG0386_MARKER: DB = BENCH MARK DISK
 MG0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0386_SP_SET: PLATFORM
 MG0386_STAMPING: B 77 1934
 MG0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0386+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2003
 MG0386
 MG0386  HISTORY     - Date     Condition        Report By
 MG0386  HISTORY     - 1934     MONUMENTED       CGS
 MG0386  HISTORY     - 19960610 GOOD             USPSQD
 MG0386  HISTORY     - 19980814 GOOD             USPSQD
 MG0386  HISTORY     - 20020308 GOOD             JCLS
 MG0386  HISTORY     - 20020315 GOOD             JCLS
 MG0386  HISTORY     - 20021010 GOOD             JCLS
 MG0386  HISTORY     - 20031106 GOOD             JCLS
 MG0386
 MG0386                          STATION DESCRIPTION
 MG0386
 MG0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0386'AT WEST LIBERTY.
 MG0386'AT WEST LIBERTY, MUSCATINE COUNTY, AT THE CHICAGO, ROCK ISLAND
 MG0386'AND PACIFIC RAILWAY STATION, IN THE NORTHWEST CORNER OF THE TICKET
 MG0386'OFFICE, 16 INCHES NORTHWEST OF THE WINDOW, AND 4 FEET ABOVE A
 MG0386'PLATFORM.  A STANDARD DISK, STAMPED B 77 1934 AND SET VERTICALLY.
 MG0386
 MG0386                          STATION RECOVERY (1996)
 MG0386
 MG0386'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0386'RECOVERED IN GOOD CONDITION.
 MG0386
 MG0386                          STATION RECOVERY (1998)
 MG0386
 MG0386'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0386'RECOVERED IN GOOD CONDITION.
 MG0386
 MG0386                          STATION RECOVERY (2002)
 MG0386
 MG0386'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 MG0386'DESCRIPTION IS ADEQUATE
 MG0386
 MG0386                          STATION RECOVERY (2002)
 MG0386
 MG0386'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MG0386'RECOVERED IN GOOD CONDITION.
 MG0386
 MG0386                          STATION RECOVERY (2002)
 MG0386
 MG0386'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MG0386'RECOVERED IN GOOD CONDITION.
 MG0386
 MG0386                          STATION RECOVERY (2003)
 MG0386
 MG0386'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 MG0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0354 ***********************************************************************
 MG0354  DESIGNATION -  B 78
 MG0354  PID         -  MG0354
 MG0354  STATE/COUNTY-  IA/CEDAR
 MG0354  USGS QUAD   -  BENNETT (1991)
 MG0354
 MG0354                         *CURRENT SURVEY CONTROL
 MG0354  ___________________________________________________________________
 MG0354* NAD 83(1986)-  41 44 26.     (N)    090 59 19.     (W)     SCALED    
 MG0354* NAVD 88     -       227.102  (meters)     745.08   (feet)  ADJUSTED  
 MG0354  ___________________________________________________________________
 MG0354  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 MG0354  DYNAMIC HT  -         227.018 (meters)     744.81  (feet)  COMP
 MG0354  MODELED GRAV-     980,246.7   (mgal)                       NAVD 88
 MG0354
 MG0354  VERT ORDER  -  SECOND    CLASS 0
 MG0354
 MG0354.The horizontal coordinates were scaled from a topographic map and have
 MG0354.an estimated accuracy of +/- 6 seconds.
 MG0354
 MG0354.The orthometric height was determined by differential leveling
 MG0354.and adjusted by the National Geodetic Survey in June 1991..
 MG0354
 MG0354.The geoid height was determined by GEOID03.
 MG0354
 MG0354.The dynamic height is computed by dividing the NAVD 88
 MG0354.geopotential number by the normal gravity value computed on the
 MG0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0354.degrees latitude (g = 980.6199 gals.).
 MG0354
 MG0354.The modeled gravity was interpolated from observed gravity values.
 MG0354
 MG0354;                    North         East    Units  Estimated Accuracy
 MG0354;SPC IA S     -   196,310.      708,880.      MT  (+/- 180 meters Scaled)
 MG0354
 MG0354                          SUPERSEDED SURVEY CONTROL
 MG0354
 MG0354  NGVD 29 (??/??/92)  227.142  (m)          745.22   (f) ADJ UNCH    2 0
 MG0354
 MG0354.Superseded values are not recommended for survey control.
 MG0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0354.See file dsdata.txt to determine how the superseded data were derived.
 MG0354
 MG0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG672229(NAD 83)
 MG0354_MARKER: DB = BENCH MARK DISK
 MG0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0354_SP_SET: CULVERT
 MG0354_STAMPING: B 78 1934
 MG0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0354
 MG0354  HISTORY     - Date     Condition        Report By
 MG0354  HISTORY     - 1934     MONUMENTED       CGS
 MG0354  HISTORY     - 19880129 MARK NOT FOUND   USPSQD
 MG0354  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0354
 MG0354                          STATION DESCRIPTION
 MG0354
 MG0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0354'0.4 MI W FROM BENNETT.
 MG0354'0.4 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MG0354'FROM THE PUBLIC SCHOOL AT BENNETT, CEDAR COUNTY, 16 POLES
 MG0354'SOUTHEAST OF MILEPOST 47, AT A ROAD CROSSING, 38 FEET WEST
 MG0354'OF THE CENTERLINE OF THE ROAD, 18 FEET NORTH OF THE CENTERLINE
 MG0354'OF THE TRACK, AT A 4-FOOT CAST-IRON PIPE CULVERT, IN THE
 MG0354'EAST END OF THE NORTH STONE HEADWALL, AND ABOUT 2 FEET LOWER
 MG0354'THAN THE RAIL.  A STANDARD DISK, STAMPED B 78 1934.
 MG0354
 MG0354                          STATION RECOVERY (1988)
 MG0354
 MG0354'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0354'MARK NOT FOUND.
 MG0354
 MG0354                          STATION RECOVERY (1998)
 MG0354
 MG0354'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0199 ***********************************************************************
 NJ0199  DESIGNATION -  B 79
 NJ0199  PID         -  NJ0199
 NJ0199  STATE/COUNTY-  IA/JACKSON
 NJ0199  USGS QUAD   -  PRESTON (1980)
 NJ0199
 NJ0199                         *CURRENT SURVEY CONTROL
 NJ0199  ___________________________________________________________________
 NJ0199* NAD 83(1986)-  42 03 18.     (N)    090 26 34.     (W)     SCALED    
 NJ0199* NAVD 88     -       206.603  (meters)     677.83   (feet)  ADJUSTED  
 NJ0199  ___________________________________________________________________
 NJ0199  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 NJ0199  DYNAMIC HT  -         206.530 (meters)     677.59  (feet)  COMP
 NJ0199  MODELED GRAV-     980,265.5   (mgal)                       NAVD 88
 NJ0199
 NJ0199  VERT ORDER  -  SECOND    CLASS 0
 NJ0199
 NJ0199.The horizontal coordinates were scaled from a topographic map and have
 NJ0199.an estimated accuracy of +/- 6 seconds.
 NJ0199
 NJ0199.The orthometric height was determined by differential leveling
 NJ0199.and adjusted by the National Geodetic Survey in June 1991..
 NJ0199
 NJ0199.The geoid height was determined by GEOID03.
 NJ0199
 NJ0199.The dynamic height is computed by dividing the NAVD 88
 NJ0199.geopotential number by the normal gravity value computed on the
 NJ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0199.degrees latitude (g = 980.6199 gals.).
 NJ0199
 NJ0199.The modeled gravity was interpolated from observed gravity values.
 NJ0199
 NJ0199;                    North         East    Units  Estimated Accuracy
 NJ0199;SPC IA N     - 1,066,220.    1,753,020.      MT  (+/- 180 meters Scaled)
 NJ0199
 NJ0199                          SUPERSEDED SURVEY CONTROL
 NJ0199
 NJ0199  NGVD 29 (??/??/92)  206.64   (m)          678.0    (f) COMPUTED    2 0
 NJ0199
 NJ0199.Superseded values are not recommended for survey control.
 NJ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0199.See file dsdata.txt to determine how the superseded data were derived.
 NJ0199
 NJ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG116590(NAD 83)
 NJ0199_MARKER: DB = BENCH MARK DISK
 NJ0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0199_SP_SET: ABUTMENT
 NJ0199_STAMPING: B-79 1934
 NJ0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0199
 NJ0199  HISTORY     - Date     Condition        Report By
 NJ0199  HISTORY     - 1934     MONUMENTED       CGS
 NJ0199  HISTORY     - 19941026 MARK NOT FOUND   USPSQD
 NJ0199  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0199
 NJ0199                          STATION DESCRIPTION
 NJ0199
 NJ0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0199'2.8 MI W FROM PRESTON.
 NJ0199'FARMERS MUTUAL AID ASSOCIATION BLDG., PRESTON, 2.8 MILES WEST
 NJ0199'OF.  ALONG STATE HIGHWAY 117, SAVANNA TO MAQUOKETA ROAD, AT
 NJ0199'CONCRETE OVERHEAD BRIDGE OVER THE CHICAGO, MILWAUKEE, ST PAUL
 NJ0199'AND PACIFIC RAILROAD.  SET IN THE SOUTH END OF THE EAST ABUTMENT
 NJ0199'0.5 FOOT ABOVE THE LEVEL OF THE ROAD.
 NJ0199
 NJ0199                          STATION RECOVERY (1994)
 NJ0199
 NJ0199'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0199'MARK NOT FOUND.
 NJ0199
 NJ0199                          STATION RECOVERY (2001)
 NJ0199
 NJ0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0199'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0200 ***********************************************************************
 NJ0200  DESIGNATION -  B 79 RESET
 NJ0200  PID         -  NJ0200
 NJ0200  STATE/COUNTY-  IA/JACKSON
 NJ0200  USGS QUAD   -  PRESTON (1980)
 NJ0200
 NJ0200                         *CURRENT SURVEY CONTROL
 NJ0200  ___________________________________________________________________
 NJ0200* NAD 83(1986)-  42 03 18.     (N)    090 26 34.     (W)     SCALED    
 NJ0200* NAVD 88     -       206.81   (meters)     678.5    (feet)  RESET     
 NJ0200  ___________________________________________________________________
 NJ0200  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 NJ0200
 NJ0200  VERT ORDER  -  THIRD
 NJ0200
 NJ0200.The horizontal coordinates were scaled from a topographic map and have
 NJ0200.an estimated accuracy of +/- 6 seconds.
 NJ0200
 NJ0200.The orthometric height was computed from unverified reset data.
 NJ0200.No vertical observational check was made to the station.
 NJ0200
 NJ0200.The geoid height was determined by GEOID03.
 NJ0200
 NJ0200;                    North         East    Units  Estimated Accuracy
 NJ0200;SPC IA N     - 1,066,220.    1,753,020.      MT  (+/- 180 meters Scaled)
 NJ0200
 NJ0200                          SUPERSEDED SURVEY CONTROL
 NJ0200
 NJ0200  NGVD 29 (??/??/??)  206.85   (m)          678.6    (f) RESET       3  
 NJ0200
 NJ0200.Superseded values are not recommended for survey control.
 NJ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0200.See file dsdata.txt to determine how the superseded data were derived.
 NJ0200
 NJ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG116590(NAD 83)
 NJ0200_MARKER: DB = BENCH MARK DISK
 NJ0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0200_SP_SET: BRIDGE
 NJ0200_STAMPING: B 79 RESET 1938
 NJ0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0200
 NJ0200  HISTORY     - Date     Condition        Report By
 NJ0200  HISTORY     - 1938     MONUMENTED       IAHD
 NJ0200  HISTORY     - 19941026 MARK NOT FOUND   USPSQD
 NJ0200  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0200
 NJ0200                          STATION DESCRIPTION
 NJ0200
 NJ0200'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1938
 NJ0200'2.8 MI W FROM PRESTON.
 NJ0200'2.8 MILES WEST ALONG STATE HIGHWAY 64 FROM THE FARMERS MUTUAL AID
 NJ0200'ASSOCIATION BUILDING AT PRESTON, JACKSON COUNTY, AT A CONCRETE
 NJ0200'BRIDGE OVER THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NJ0200'(THE BRIDGE WAS REBUILT IN THE WINTER OF 1938-39), AND IN THE TOP
 NJ0200'OF THE SOUTHEAST WING WALL.
 NJ0200
 NJ0200                          STATION RECOVERY (1994)
 NJ0200
 NJ0200'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0200'MARK NOT FOUND.
 NJ0200
 NJ0200                          STATION RECOVERY (2001)
 NJ0200
 NJ0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0200'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0476 ***********************************************************************
 MG0476  CBN         -  This is a Cooperative Base Network Control Station.
 MG0476  DESIGNATION -  B 8
 MG0476  PID         -  MG0476
 MG0476  STATE/COUNTY-  IA/WASHINGTON
 MG0476  USGS QUAD   -  AINSWORTH (1970)
 MG0476
 MG0476                         *CURRENT SURVEY CONTROL
 MG0476  ___________________________________________________________________
 MG0476* NAD 83(1996)-  41 19 34.28685(N)    091 33 39.59464(W)     ADJUSTED  
 MG0476* NAVD 88     -       229.568  (meters)     753.17   (feet)  ADJUSTED  
 MG0476  ___________________________________________________________________
 MG0476  X           -    -130,673.139 (meters)                     COMP
 MG0476  Y           -  -4,795,114.652 (meters)                     COMP
 MG0476  Z           -   4,189,825.288 (meters)                     COMP
 MG0476  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MG0476  ELLIP HEIGHT-         196.77  (meters)          (07/28/03) GPS OBS
 MG0476  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0476  DYNAMIC HT  -         229.473 (meters)     752.86  (feet)  COMP
 MG0476  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 MG0476
 MG0476  HORZ ORDER  -  B
 MG0476  VERT ORDER  -  FIRST     CLASS II
 MG0476  ELLP ORDER  -  FOURTH    CLASS I
 MG0476
 MG0476.The horizontal coordinates were established by GPS observations
 MG0476.and adjusted by the National Geodetic Survey in August 1997..
 MG0476
 MG0476.The orthometric height was determined by differential leveling
 MG0476.and adjusted by the National Geodetic Survey in June 1991..
 MG0476
 MG0476.Photographs are available for this station.
 MG0476
 MG0476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MG0476
 MG0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0476
 MG0476.The ellipsoidal height was determined by GPS observations
 MG0476.and is referenced to NAD 83.
 MG0476
 MG0476.The geoid height was determined by GEOID03.
 MG0476
 MG0476.The dynamic height is computed by dividing the NAVD 88
 MG0476.geopotential number by the normal gravity value computed on the
 MG0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0476.degrees latitude (g = 980.6199 gals.).
 MG0476
 MG0476.The modeled gravity was interpolated from observed gravity values.
 MG0476
 MG0476;                    North         East     Units Scale Factor Converg.
 MG0476;SPC IA S     -   149,081.300   662,309.886   MT  0.99995075   +1 16 38.0
 MG0476;UTM  15      - 4,575,967.088   620,425.265   MT  0.99977848   +0 57 01.3
 MG0476
 MG0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0476!SPC IA S     -   0.99996914  x   0.99995075  =   0.99991989
 MG0476!UTM  15      -   0.99996914  x   0.99977848  =   0.99974762
 MG0476
 MG0476                          SUPERSEDED SURVEY CONTROL
 MG0476
 MG0476  ELLIP H (08/25/97)  196.79   (m)                       GP(       ) 4 1
 MG0476  NAVD 88 (08/25/97)  229.57   (m)          753.2    (f) LEVELING    3  
 MG0476  NGVD 29 (??/??/92)  229.610  (m)          753.31   (f) ADJ UNCH    1 2
 MG0476
 MG0476.Superseded values are not recommended for survey control.
 MG0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0476.See file dsdata.txt to determine how the superseded data were derived.
 MG0476
 MG0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2042575967(NAD 83)
 MG0476_MARKER: DB = BENCH MARK DISK
 MG0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0476_STAMPING: B 8 1930 753.312
 MG0476_MARK LOGO: CGS   
 MG0476_PROJECTION: FLUSH
 MG0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0476+STABILITY: SURFACE MOTION
 MG0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0476+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 MG0476
 MG0476  HISTORY     - Date     Condition        Report By
 MG0476  HISTORY     - 1930     MONUMENTED       CGS
 MG0476  HISTORY     - 1968     GOOD             USGS
 MG0476  HISTORY     - 19960919 GOOD             IADT
 MG0476  HISTORY     - 20000404 GOOD             AERSVC
 MG0476  HISTORY     - 20010501 GOOD             WOOLPT
 MG0476  HISTORY     - 20030205 GOOD             USDA
 MG0476
 MG0476                          STATION DESCRIPTION
 MG0476
 MG0476'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 MG0476'1.5 MI W FROM HASKINS.
 MG0476'1.5 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MG0476'PACIFIC RAILROAD FROM HASKINS, 32 FT. SOUTH AND 28 FT. WEST
 MG0476'OF CENTERLINE OF NORTH-SOUTH ROAD RAILROAD CROSSING.  28.8
 MG0476'FT NORTH AND 3.9 FT EAST OF POWER POLE IN SOUTHWEST ANGLE OF ROAD
 MG0476'AND RAILROAD CROSSING.  2.5 FT. LOWER THAN THE RAILROAD CROSSING
 MG0476'AND FLUSH WITH THE SURFACE OF THE GROUND.
 MG0476
 MG0476                          STATION RECOVERY (1996)
 MG0476
 MG0476'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (AAW)
 MG0476'RECOVERED IN 1996 BY IOWA DOT.  THE STATION IS 2.5 MI (4.0 KM) NORTH
 MG0476'OF AINSWORTH, AND 1.5 MI (2.4 KM) WEST OF HASKINS IN THE EAST HALF OF
 MG0476'SECTION 5, T 75 N, R 6 W.  TO REACH THE STATION FROM THE INTERSECTION
 MG0476'OF U.S.  HWY 218 AND COUNTY ROAD G 36, GO WEST ON G 36 FOR 0.4 MI (0.6
 MG0476'KM) TO A GRAVEL ROAD (UNDERWOOD AVENUE) .  TURN LEFT AND GO SOUTH ON
 MG0476'UNDERWOOD AVENUE FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT, WEST
 MG0476'SIDE OF THE ROAD.  LOCATED 28.5 FT (8.7 M) WEST OF THE CENTERLINE OF
 MG0476'THE ROAD, 45 FT (13.7 M) NORTH OF A POWER POLE, AND 0.5 M (1.6 FT)
 MG0476'NORTHEAST OF A PINK HARN STATE SURVEY SIGN.
 MG0476
 MG0476                          STATION RECOVERY (2000)
 MG0476
 MG0476'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0476'FOUND AS DESCRIBED.
 MG0476
 MG0476                          STATION RECOVERY (2001)
 MG0476
 MG0476'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 MG0476'RECOVERED AS DESCRIBED.
 MG0476' 
 MG0476' 
 MG0476'
 MG0476
 MG0476                          STATION RECOVERY (2003)
 MG0476
 MG0476'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 2003 (RC)
 MG0476'RECOVERED AS DESCRIBED. STATION IS NOW RECESSED BELOW GROUND LEVEL.
 MG0476'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0480 ***********************************************************************
 NJ0480  DESIGNATION -  B 80
 NJ0480  PID         -  NJ0480
 NJ0480  STATE/COUNTY-  IA/JONES
 NJ0480  USGS QUAD   -  MONTICELLO (1980)
 NJ0480
 NJ0480                         *CURRENT SURVEY CONTROL
 NJ0480  ___________________________________________________________________
 NJ0480* NAD 83(1986)-  42 07 39.     (N)    091 10 49.     (W)     SCALED    
 NJ0480* NAVD 88     -       308.401  (meters)    1011.81   (feet)  ADJUSTED  
 NJ0480  ___________________________________________________________________
 NJ0480  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 NJ0480  DYNAMIC HT  -         308.289 (meters)    1011.44  (feet)  COMP
 NJ0480  MODELED GRAV-     980,250.6   (mgal)                       NAVD 88
 NJ0480
 NJ0480  VERT ORDER  -  SECOND    CLASS 0
 NJ0480
 NJ0480.The horizontal coordinates were scaled from a topographic map and have
 NJ0480.an estimated accuracy of +/- 6 seconds.
 NJ0480
 NJ0480.The orthometric height was determined by differential leveling
 NJ0480.and adjusted by the National Geodetic Survey in June 1991..
 NJ0480
 NJ0480.The geoid height was determined by GEOID03.
 NJ0480
 NJ0480.The dynamic height is computed by dividing the NAVD 88
 NJ0480.geopotential number by the normal gravity value computed on the
 NJ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0480.degrees latitude (g = 980.6199 gals.).
 NJ0480
 NJ0480.The modeled gravity was interpolated from observed gravity values.
 NJ0480
 NJ0480;                    North         East    Units  Estimated Accuracy
 NJ0480;SPC IA N     - 1,072,330.    1,691,780.      MT  (+/- 180 meters Scaled)
 NJ0480
 NJ0480                          SUPERSEDED SURVEY CONTROL
 NJ0480
 NJ0480  NGVD 29 (??/??/92)  308.416  (m)         1011.86   (f) ADJ UNCH    2 0
 NJ0480
 NJ0480.Superseded values are not recommended for survey control.
 NJ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0480.See file dsdata.txt to determine how the superseded data were derived.
 NJ0480
 NJ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG504655(NAD 83)
 NJ0480_MARKER: DB = BENCH MARK DISK
 NJ0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0480_STAMPING: B 80 1934
 NJ0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0480+STABILITY: SURFACE MOTION
 NJ0480
 NJ0480  HISTORY     - Date     Condition        Report By
 NJ0480  HISTORY     - 1934     MONUMENTED       CGS
 NJ0480  HISTORY     - 1959     GOOD             NGS
 NJ0480  HISTORY     - 1977     GOOD             USGS
 NJ0480  HISTORY     - 19980805 GOOD             USPSQD
 NJ0480
 NJ0480                          STATION DESCRIPTION
 NJ0480
 NJ0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NJ0480'AT AMBER.
 NJ0480'AT AMBER, JONES COUNTY, 90 YARDS WEST OF THE CHICAGO AND NORTH
 NJ0480'WESTERN RAILWAY STATION, AT A ROAD CROSSING, 48 FEET SOUTH OF
 NJ0480'THE CENTERLINE OF THE TRACK, 30 FEET EAST OF THE CENTERLINE OF
 NJ0480'THE ROAD, 2 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER, AND
 NJ0480'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B
 NJ0480'80 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NJ0480
 NJ0480                          STATION RECOVERY (1977)
 NJ0480
 NJ0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0480'AT AMBER, JONES COUNTY, NEAR THE CENTER OF SECTION 34, T 85 N, R 3
 NJ0480'W., ON THE OLD CHICAGO AND NORTHWESTERN RR GRADE AT THE SOUTH EDGE OF
 NJ0480'THE TOWN, 26 FEET NORTH, 32 FEET EAST OF DRIVE EAST., 25 FEET SOUTH
 NJ0480'OF THE ABANDON GRADE. IN A CONCRETE POST PROJECTING ABOUT 0.5 FEET A
 NJ0480'STD DISK STAMPED B 80 1934.
 NJ0480
 NJ0480                          STATION RECOVERY (1998)
 NJ0480
 NJ0480'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0058 ***********************************************************************
 NK0058  DESIGNATION -  B 82
 NK0058  PID         -  NK0058
 NK0058  STATE/COUNTY-  IA/TAMA
 NK0058  USGS QUAD   -  TRAER (1971)
 NK0058
 NK0058                         *CURRENT SURVEY CONTROL
 NK0058  ___________________________________________________________________
 NK0058* NAD 83(1986)-  42 10 34.     (N)    092 25 17.     (W)     SCALED    
 NK0058* NAVD 88     -       287.820  (meters)     944.29   (feet)  ADJUSTED  
 NK0058  ___________________________________________________________________
 NK0058  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 NK0058  DYNAMIC HT  -         287.720 (meters)     943.96  (feet)  COMP
 NK0058  MODELED GRAV-     980,266.1   (mgal)                       NAVD 88
 NK0058
 NK0058  VERT ORDER  -  SECOND    CLASS 0
 NK0058
 NK0058.The horizontal coordinates were scaled from a topographic map and have
 NK0058.an estimated accuracy of +/- 6 seconds.
 NK0058
 NK0058.The orthometric height was determined by differential leveling
 NK0058.and adjusted by the National Geodetic Survey in June 1991..
 NK0058
 NK0058.The geoid height was determined by GEOID03.
 NK0058
 NK0058.The dynamic height is computed by dividing the NAVD 88
 NK0058.geopotential number by the normal gravity value computed on the
 NK0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0058.degrees latitude (g = 980.6199 gals.).
 NK0058
 NK0058.The modeled gravity was interpolated from observed gravity values.
 NK0058
 NK0058;                    North         East    Units  Estimated Accuracy
 NK0058;SPC IA N     - 1,075,670.    1,589,110.      MT  (+/- 180 meters Scaled)
 NK0058
 NK0058                          SUPERSEDED SURVEY CONTROL
 NK0058
 NK0058.No superseded survey control is available for this station.
 NK0058
 NK0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG477694(NAD 83)
 NK0058_MARKER: DB = BENCH MARK DISK
 NK0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0058_SP_SET: CULVERT
 NK0058_STAMPING: B 82 1934
 NK0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0058
 NK0058  HISTORY     - Date     Condition        Report By
 NK0058  HISTORY     - 1934     MONUMENTED       CGS
 NK0058
 NK0058                          STATION DESCRIPTION
 NK0058
 NK0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0058'2.8 MI E FROM TRAER.
 NK0058'2.8 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 NK0058'FROM THE FIRST NATIONAL BANK AT TRAER, TAMA COUNTY, ABOUT 22 1/2
 NK0058'POLES WEST OF MILEPOST 44, AT A DOUBLE 3-FOOT CAST-IRON PIPE
 NK0058'CULVERT, IN THE EAST END OF THE SOUTH CONCREE HEAD WALL, 12 FEET
 NK0058'SOUTH OF THE CENTER LINE OF THE TRACK, AND 3 FEET LOWER THAN
 NK0058'THE RAIL.  A STANDARD DISK, STAMPED B 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0137 ***********************************************************************
 NK0137  DESIGNATION -  B 83
 NK0137  PID         -  NK0137
 NK0137  STATE/COUNTY-  IA/MARSHALL
 NK0137  USGS QUAD   -  MARSHALLTOWN (1980)
 NK0137
 NK0137                         *CURRENT SURVEY CONTROL
 NK0137  ___________________________________________________________________
 NK0137* NAD 83(1986)-  42 02 34.     (N)    092 53 46.     (W)     SCALED    
 NK0137* NAVD 88     -       269.070  (meters)     882.77   (feet)  ADJUSTED  
 NK0137  ___________________________________________________________________
 NK0137  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 NK0137  DYNAMIC HT  -         268.970 (meters)     882.45  (feet)  COMP
 NK0137  MODELED GRAV-     980,242.9   (mgal)                       NAVD 88
 NK0137
 NK0137  VERT ORDER  -  SECOND    CLASS 0
 NK0137
 NK0137.The horizontal coordinates were scaled from a topographic map and have
 NK0137.an estimated accuracy of +/- 6 seconds.
 NK0137
 NK0137.The orthometric height was determined by differential leveling
 NK0137.and adjusted by the National Geodetic Survey in June 1991..
 NK0137
 NK0137.The geoid height was determined by GEOID03.
 NK0137
 NK0137.The dynamic height is computed by dividing the NAVD 88
 NK0137.geopotential number by the normal gravity value computed on the
 NK0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0137.degrees latitude (g = 980.6199 gals.).
 NK0137
 NK0137.The modeled gravity was interpolated from observed gravity values.
 NK0137
 NK0137;                    North         East    Units  Estimated Accuracy
 NK0137;SPC IA N     - 1,060,470.    1,550,000.      MT  (+/- 180 meters Scaled)
 NK0137
 NK0137                          SUPERSEDED SURVEY CONTROL
 NK0137
 NK0137  NGVD 29 (??/??/92)  269.054  (m)          882.72   (f) ADJ UNCH    2 0
 NK0137
 NK0137.Superseded values are not recommended for survey control.
 NK0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0137.See file dsdata.txt to determine how the superseded data were derived.
 NK0137
 NK0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG085545(NAD 83)
 NK0137_MARKER: DB = BENCH MARK DISK
 NK0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0137_SP_SET: BRIDGE
 NK0137_STAMPING: B 83 1934
 NK0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0137
 NK0137  HISTORY     - Date     Condition        Report By
 NK0137  HISTORY     - 1934     MONUMENTED       CGS
 NK0137
 NK0137                          STATION DESCRIPTION
 NK0137
 NK0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0137'2.8 MI E FROM MARSHALLTOWN.
 NK0137'2.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0137'THE CITY HALL AT MARSHALLTOWN, MARSHALL COUNTY, 26 POLES WEST
 NK0137'OF MILEPOST 150, AT 110-FOOT STEEL BRIDGE 456, IN THE NORTH END
 NK0137'OF THE EAST CONCRETE ABUTMENT, 24 FEET NORTH OF THE CENTERLINE
 NK0137'OF THE NORTH MAIN TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.
 NK0137'A STANDARD DISK, STAMPED B 83 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0002 ***********************************************************************
 MH0002  DESIGNATION -  B 84
 MH0002  PID         -  MH0002
 MH0002  STATE/COUNTY-  IA/BENTON
 MH0002  USGS QUAD   -  BELLE PLAINE (1968)
 MH0002
 MH0002                         *CURRENT SURVEY CONTROL
 MH0002  ___________________________________________________________________
 MH0002* NAD 83(1986)-  41 53 48.     (N)    092 16 05.     (W)     SCALED    
 MH0002* NAVD 88     -       253.011  (meters)     830.09   (feet)  ADJUSTED  
 MH0002  ___________________________________________________________________
 MH0002  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 MH0002  DYNAMIC HT  -         252.920 (meters)     829.79  (feet)  COMP
 MH0002  MODELED GRAV-     980,255.8   (mgal)                       NAVD 88
 MH0002
 MH0002  VERT ORDER  -  SECOND    CLASS 0
 MH0002
 MH0002.The horizontal coordinates were scaled from a topographic map and have
 MH0002.an estimated accuracy of +/- 6 seconds.
 MH0002
 MH0002.The orthometric height was determined by differential leveling
 MH0002.and adjusted by the National Geodetic Survey in June 1991..
 MH0002
 MH0002.The geoid height was determined by GEOID03.
 MH0002
 MH0002.The dynamic height is computed by dividing the NAVD 88
 MH0002.geopotential number by the normal gravity value computed on the
 MH0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0002.degrees latitude (g = 980.6199 gals.).
 MH0002
 MH0002.The modeled gravity was interpolated from observed gravity values.
 MH0002
 MH0002;                    North         East    Units  Estimated Accuracy
 MH0002;SPC IA N     - 1,044,810.    1,602,230.      MT  (+/- 180 meters Scaled)
 MH0002
 MH0002                          SUPERSEDED SURVEY CONTROL
 MH0002
 MH0002  NGVD 29 (??/??/92)  253.011  (m)          830.09   (f) ADJ UNCH    2 0
 MH0002
 MH0002.Superseded values are not recommended for survey control.
 MH0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0002.See file dsdata.txt to determine how the superseded data were derived.
 MH0002
 MH0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG607385(NAD 83)
 MH0002_MARKER: DB = BENCH MARK DISK
 MH0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0002_SP_SET: BRIDGE
 MH0002_STAMPING: B 84 1934
 MH0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0002+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004
 MH0002
 MH0002  HISTORY     - Date     Condition        Report By
 MH0002  HISTORY     - 1934     MONUMENTED       CGS
 MH0002  HISTORY     - 20040801 GOOD             GEOCAC
 MH0002
 MH0002                          STATION DESCRIPTION
 MH0002
 MH0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0002'0.4 MI E FROM BELLE PLAINE.
 MH0002'0.4 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MH0002'THE PUBLIC LIBRARY AT BELLE PLAINE, BENTON COUNTY, 2 POLES
 MH0002'WEST OF MILEPOST 116, AT OVERHEAD BRIDGE 342, IN THE SOUTHEAST
 MH0002'CORNER OF THE SOUTHWEST STONE WINGWALL OF THE WEST ABUTMENT,
 MH0002'14 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET
 MH0002'HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED B 84 1934.
 MH0002
 MH0002                          STATION RECOVERY (2004)
 MH0002
 MH0002'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0002'MARK IS ABOUT 2 FT. LOWER THAN THE RAIL (AS OPPOSED TO THE STATION
 MH0002'DESCRIPTION). THERE IS A LOT OF LOOSE GRAVEL AROUND THIS ABUTMENT.
 MH0002'RISK OF FALL ONTO 13TH AVENUE AND FROM BEING STRUCK BY A TRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0614 ***********************************************************************
 MG0614  DESIGNATION -  B 85
 MG0614  PID         -  MG0614
 MG0614  STATE/COUNTY-  IA/LINN
 MG0614  USGS QUAD   -  FAIRFAX (1993)
 MG0614
 MG0614                         *CURRENT SURVEY CONTROL
 MG0614  ___________________________________________________________________
 MG0614* NAD 83(1986)-  41 53 23.     (N)    091 49 04.     (W)     SCALED    
 MG0614* NAVD 88     -       252.478  (meters)     828.34   (feet)  ADJUSTED  
 MG0614  ___________________________________________________________________
 MG0614  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 MG0614  DYNAMIC HT  -         252.386 (meters)     828.04  (feet)  COMP
 MG0614  MODELED GRAV-     980,249.5   (mgal)                       NAVD 88
 MG0614
 MG0614  VERT ORDER  -  SECOND    CLASS 0
 MG0614
 MG0614.The horizontal coordinates were scaled from a topographic map and have
 MG0614.an estimated accuracy of +/- 6 seconds.
 MG0614
 MG0614.The orthometric height was determined by differential leveling
 MG0614.and adjusted by the National Geodetic Survey in June 1991..
 MG0614
 MG0614.The geoid height was determined by GEOID03.
 MG0614
 MG0614.The dynamic height is computed by dividing the NAVD 88
 MG0614.geopotential number by the normal gravity value computed on the
 MG0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0614.degrees latitude (g = 980.6199 gals.).
 MG0614
 MG0614.The modeled gravity was interpolated from observed gravity values.
 MG0614
 MG0614;                    North         East    Units  Estimated Accuracy
 MG0614;SPC IA N     - 1,044,680.    1,639,610.      MT  (+/- 180 meters Scaled)
 MG0614
 MG0614                          SUPERSEDED SURVEY CONTROL
 MG0614
 MG0614  NGVD 29 (??/??/92)  252.482  (m)          828.35   (f) ADJ UNCH    2 0
 MG0614
 MG0614.Superseded values are not recommended for survey control.
 MG0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0614.See file dsdata.txt to determine how the superseded data were derived.
 MG0614
 MG0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG980382(NAD 83)
 MG0614_MARKER: DB = BENCH MARK DISK
 MG0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0614_SP_SET: CULVERT
 MG0614_STAMPING: B 85 1934
 MG0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0614
 MG0614  HISTORY     - Date     Condition        Report By
 MG0614  HISTORY     - 1934     MONUMENTED       CGS
 MG0614  HISTORY     - 1968     GOOD             NGS
 MG0614  HISTORY     - 19950415 GOOD             USPSQD
 MG0614  HISTORY     - 20060426 MARK NOT FOUND   GEOCAC
 MG0614
 MG0614                          STATION DESCRIPTION
 MG0614
 MG0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0614'1.2 MI NE FROM WELFORD.
 MG0614'IN LINN COUNTY, 1.2 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE,
 MG0614'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT WALFORD,
 MG0614'BENTON COUNTY, AT MILEPOST 75, OPPOSITE 100-FOOT WOODEN RAILROAD
 MG0614'TRESTLE NO. I-88, 80 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 MG0614'ON STATE HIGHWAY 149, AT AN 8- BY 10-FOOT REINFORCED CONCRETE-BOX
 MG0614'HIGHWAY CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 MG0614'HEADWALL, AND 6 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 MG0614'STAMPED B 85 1934.
 MG0614
 MG0614                          STATION RECOVERY (1968)
 MG0614
 MG0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MG0614'RECOVERED IN GOOD CONDITION.
 MG0614
 MG0614                          STATION RECOVERY (1995)
 MG0614
 MG0614'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0614'RECOVERED IN GOOD CONDITION.
 MG0614
 MG0614                          STATION RECOVERY (2006)
 MG0614
 MG0614'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MG0614'NO EVIDENCE FOUND OF B 85. THE RAILROAD APPEARS REGRADED AND THERE IS
 MG0614'NO TRESTLE.  HIGHWAY CULVERT COULD HAVE BEEN ON THE ABANDONED SECTION
 MG0614'OF ROAD BED OF SNELL RD OR ELSE REPLACED BY NEW CONSTRUCTION ON
 MG0614'HIGHWAY.
 MG0614' 
 MG0614'B 85 RESET WITH NO PID FOUND SUGGESTING ORIGINAL DISK WAS CONSIDERED
 MG0614'IN JEOPARDY.  IT IS ABOUT 1.2 MILES NE FROM WALFORD ALONG HWY 151
 MG0614'(FORMER 149), 50 FT NORTH OF MILEPOST 19, IN THE CENTER OF THE
 MG0614'SOUTHEAST HEADWALL OF A CONCRETE HIGHWAY CULVERT NEAR A LARGE METAL RR
 MG0614'CULVERT. HANDHELD COORDINATES N41 53 23.9 W91 49 03.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0099 ***********************************************************************
 MH0099  DESIGNATION -  B 87
 MH0099  PID         -  MH0099
 MH0099  STATE/COUNTY-  IA/MAHASKA
 MH0099  USGS QUAD   -  OSKALOOSA (1968)
 MH0099
 MH0099                         *CURRENT SURVEY CONTROL
 MH0099  ___________________________________________________________________
 MH0099* NAD 83(1986)-  41 17 20.     (N)    092 39 18.     (W)     SCALED    
 MH0099* NAVD 88     -       254.472  (meters)     834.88   (feet)  ADJUSTED  
 MH0099  ___________________________________________________________________
 MH0099  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 MH0099  DYNAMIC HT  -         254.361 (meters)     834.52  (feet)  COMP
 MH0099  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 MH0099
 MH0099  VERT ORDER  -  SECOND    CLASS 0
 MH0099
 MH0099.The horizontal coordinates were scaled from a topographic map and have
 MH0099.an estimated accuracy of +/- 6 seconds.
 MH0099
 MH0099.The orthometric height was determined by differential leveling
 MH0099.and adjusted by the National Geodetic Survey in June 1991..
 MH0099
 MH0099.The geoid height was determined by GEOID03.
 MH0099
 MH0099.The dynamic height is computed by dividing the NAVD 88
 MH0099.geopotential number by the normal gravity value computed on the
 MH0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0099.degrees latitude (g = 980.6199 gals.).
 MH0099
 MH0099.The modeled gravity was interpolated from observed gravity values.
 MH0099
 MH0099;                    North         East    Units  Estimated Accuracy
 MH0099;SPC IA S     -   143,470.      570,780.      MT  (+/- 180 meters Scaled)
 MH0099
 MH0099                          SUPERSEDED SURVEY CONTROL
 MH0099
 MH0099  NGVD 29 (??/??/92)  254.448  (m)          834.80   (f) ADJ UNCH    2 0
 MH0099
 MH0099.Superseded values are not recommended for survey control.
 MH0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0099.See file dsdata.txt to determine how the superseded data were derived.
 MH0099
 MH0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF288708(NAD 83)
 MH0099_MARKER: DB = BENCH MARK DISK
 MH0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0099_SP_SET: OVERPASS
 MH0099_STAMPING: B 87 1934
 MH0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0099
 MH0099  HISTORY     - Date     Condition        Report By
 MH0099  HISTORY     - 1934     MONUMENTED       CGS
 MH0099  HISTORY     - 1967     MARK NOT FOUND   NGS
 MH0099
 MH0099                          STATION DESCRIPTION
 MH0099
 MH0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0099'0.5 MI S FROM OSKALOOSA.
 MH0099'0.5 MILE SOUTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 MH0099'THE STATION AT OSKALOOSA, MAHASKA COUNTY, AT THE SOUTH END OF THE
 MH0099'SOUTH RAILROAD YARD, AT THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0099'RAILWAY OVERPASS, IN THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 MH0099'ABUTMENT, 3 FEET NORTHWEST OF THE SOUTHEAST EDGE, 8 FEET
 MH0099'SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 0.3 FOOT
 MH0099'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED B 87 1934.
 MH0099
 MH0099                          STATION RECOVERY (1967)
 MH0099
 MH0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MH0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0161 ***********************************************************************
 MH0161  DESIGNATION -  B 88
 MH0161  PID         -  MH0161
 MH0161  STATE/COUNTY-  IA/POWESHIEK
 MH0161  USGS QUAD   -  GRINNELL NORTH (1980)
 MH0161
 MH0161                         *CURRENT SURVEY CONTROL
 MH0161  ___________________________________________________________________
 MH0161* NAD 83(1986)-  41 47 44.     (N)    092 44 49.     (W)     SCALED    
 MH0161* NAVD 88     -       313.262  (meters)    1027.76   (feet)  ADJUSTED  
 MH0161  ___________________________________________________________________
 MH0161  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 MH0161  DYNAMIC HT  -         313.138 (meters)    1027.35  (feet)  COMP
 MH0161  MODELED GRAV-     980,219.3   (mgal)                       NAVD 88
 MH0161
 MH0161  VERT ORDER  -  SECOND    CLASS 0
 MH0161
 MH0161.The horizontal coordinates were scaled from a topographic map and have
 MH0161.an estimated accuracy of +/- 6 seconds.
 MH0161
 MH0161.The orthometric height was determined by differential leveling
 MH0161.and adjusted by the National Geodetic Survey in June 1991..
 MH0161
 MH0161.The geoid height was determined by GEOID03.
 MH0161
 MH0161.The dynamic height is computed by dividing the NAVD 88
 MH0161.geopotential number by the normal gravity value computed on the
 MH0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0161.degrees latitude (g = 980.6199 gals.).
 MH0161
 MH0161.The modeled gravity was interpolated from observed gravity values.
 MH0161
 MH0161;                    North         East    Units  Estimated Accuracy
 MH0161;SPC IA S     -   199,670.      562,590.      MT  (+/- 180 meters Scaled)
 MH0161
 MH0161                          SUPERSEDED SURVEY CONTROL
 MH0161
 MH0161  NGVD 29 (??/??/92)  313.238  (m)         1027.68   (f) ADJ UNCH    2 0
 MH0161
 MH0161.Superseded values are not recommended for survey control.
 MH0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0161.See file dsdata.txt to determine how the superseded data were derived.
 MH0161
 MH0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG210271(NAD 83)
 MH0161_MARKER: DB = BENCH MARK DISK
 MH0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0161_STAMPING: B 88 1934
 MH0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0161+STABILITY: SURFACE MOTION
 MH0161
 MH0161  HISTORY     - Date     Condition        Report By
 MH0161  HISTORY     - 1934     MONUMENTED       CGS
 MH0161
 MH0161                          STATION DESCRIPTION
 MH0161
 MH0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0161'2.1 MI SE FROM NEWBURG.
 MH0161'IN POWESHIEK COUNTY, 2.1 MILES SOUTHEAST ALONG THE MINNEAPOLIS
 MH0161'AND ST. LOUIS RAILROAD FROM THE STATION AT NEWBURG, JASPER
 MH0161'COUNTY, 9 POLES SOUTHEAST OF MILEPOST 264, AT A PUBLIC-ROAD
 MH0161'CROSSING, 30 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 43
 MH0161'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 6 FEET NORTHWEST
 MH0161'OF A CORNER FENCE POST, AND 2 FEET NORTHEAST OF THE RIGHT-OF-WAY
 MH0161'FENCE.  A STANDARD DISK, STAMPED B 88 1934 AND SET IN THE TOP OF
 MH0161'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0116 ***********************************************************************
 NL0116  DESIGNATION -  B 89
 NL0116  PID         -  NL0116
 NL0116  STATE/COUNTY-  IA/GREENE
 NL0116  USGS QUAD   -  JEFFERSON EAST (1986)
 NL0116
 NL0116                         *CURRENT SURVEY CONTROL
 NL0116  ___________________________________________________________________
 NL0116* NAD 83(1986)-  42 01 51.     (N)    094 16 30.     (W)     SCALED    
 NL0116* NAVD 88     -       314.356  (meters)    1031.35   (feet)  ADJUSTED  
 NL0116  ___________________________________________________________________
 NL0116  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 NL0116  DYNAMIC HT  -         314.269 (meters)    1031.06  (feet)  COMP
 NL0116  MODELED GRAV-     980,335.3   (mgal)                       NAVD 88
 NL0116
 NL0116  VERT ORDER  -  SECOND    CLASS 0
 NL0116
 NL0116.The horizontal coordinates were scaled from a topographic map and have
 NL0116.an estimated accuracy of +/- 6 seconds.
 NL0116
 NL0116.The orthometric height was determined by differential leveling
 NL0116.and adjusted by the National Geodetic Survey in June 1991..
 NL0116
 NL0116.The geoid height was determined by GEOID03.
 NL0116
 NL0116.The dynamic height is computed by dividing the NAVD 88
 NL0116.geopotential number by the normal gravity value computed on the
 NL0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0116.degrees latitude (g = 980.6199 gals.).
 NL0116
 NL0116.The modeled gravity was interpolated from observed gravity values.
 NL0116
 NL0116;                    North         East    Units  Estimated Accuracy
 NL0116;SPC IA N     - 1,059,260.    1,435,820.      MT  (+/- 180 meters Scaled)
 NL0116
 NL0116                          SUPERSEDED SURVEY CONTROL
 NL0116
 NL0116  NGVD 29 (??/??/92)  314.339  (m)         1031.29   (f) ADJ UNCH    2 0
 NL0116
 NL0116.Superseded values are not recommended for survey control.
 NL0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0116.See file dsdata.txt to determine how the superseded data were derived.
 NL0116
 NL0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG944539(NAD 83)
 NL0116_MARKER: DB = BENCH MARK DISK
 NL0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0116_SP_SET: BRIDGE
 NL0116_STAMPING: B 89 1935
 NL0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0116
 NL0116  HISTORY     - Date     Condition        Report By
 NL0116  HISTORY     - 1935     MONUMENTED       CGS
 NL0116
 NL0116                          STATION DESCRIPTION
 NL0116
 NL0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0116'1.8 MI W FROM GRAND JUNCTION.
 NL0116'1.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0116'THE CROSSING OF THE MINNEAPOLIS AND ST. LOUIS RAILWAY AT GRAND
 NL0116'JUNCTION, GREENE COUNTY, AT STONE BRIDGE 724, IN THE TOP OF THE
 NL0116'SOUTH HEADWALL, 1 FOOT NORTHEAST OF THE SOUTHWEST CORNER, AND 2
 NL0116'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 89 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0242 ***********************************************************************
 LF0242  DESIGNATION -  B 9
 LF0242  PID         -  LF0242
 LF0242  STATE/COUNTY-  IA/PAGE
 LF0242  USGS QUAD   -  SHENANDOAH EAST (1978)
 LF0242
 LF0242                         *CURRENT SURVEY CONTROL
 LF0242  ___________________________________________________________________
 LF0242* NAD 83(1986)-  40 45 59.     (N)    095 22 19.     (W)     SCALED    
 LF0242* NAVD 88     -       300.505  (meters)     985.91   (feet)  ADJUSTED  
 LF0242  ___________________________________________________________________
 LF0242  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LF0242  DYNAMIC HT  -         300.344 (meters)     985.38  (feet)  COMP
 LF0242  MODELED GRAV-     980,079.8   (mgal)                       NAVD 88
 LF0242
 LF0242  VERT ORDER  -  FIRST     CLASS II
 LF0242
 LF0242.The horizontal coordinates were scaled from a topographic map and have
 LF0242.an estimated accuracy of +/- 6 seconds.
 LF0242
 LF0242.The orthometric height was determined by differential leveling
 LF0242.and adjusted by the National Geodetic Survey in June 1991..
 LF0242
 LF0242.The geoid height was determined by GEOID03.
 LF0242
 LF0242.The dynamic height is computed by dividing the NAVD 88
 LF0242.geopotential number by the normal gravity value computed on the
 LF0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0242.degrees latitude (g = 980.6199 gals.).
 LF0242
 LF0242.The modeled gravity was interpolated from observed gravity values.
 LF0242
 LF0242;                    North         East    Units  Estimated Accuracy
 LF0242;SPC IA S     -    86,810.      341,970.      MT  (+/- 180 meters Scaled)
 LF0242
 LF0242                          SUPERSEDED SURVEY CONTROL
 LF0242
 LF0242  NGVD 29 (??/??/92)  300.390  (m)          985.53   (f) ADJ UNCH    1 2
 LF0242
 LF0242.Superseded values are not recommended for survey control.
 LF0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0242.See file dsdata.txt to determine how the superseded data were derived.
 LF0242
 LF0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF998155(NAD 83)
 LF0242_MARKER: DB = BENCH MARK DISK
 LF0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0242_SP_SET: WALL
 LF0242_STAMPING: B 9 1933
 LF0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0242
 LF0242  HISTORY     - Date     Condition        Report By
 LF0242  HISTORY     - 1933     MONUMENTED       CGS
 LF0242  HISTORY     - 1935     GOOD             NGS
 LF0242
 LF0242                          STATION DESCRIPTION
 LF0242
 LF0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LF0242'AT SHENANDOAH.
 LF0242'AT SHENANDOAH, PAGE COUNTY, IN THE NORTHWEST WALL OF THE POST
 LF0242'OFFICE, 15 FEET SOUTHWEST OF THE NORTHWEST ENTRANCE, AND 4 FEET
 LF0242'HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED B 9 1933 AND
 LF0242'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0194 ***********************************************************************
 NL0194  DESIGNATION -  B 90
 NL0194  PID         -  NL0194
 NL0194  STATE/COUNTY-  IA/CARROLL
 NL0194  USGS QUAD   -  CARROLL WEST (1980)
 NL0194
 NL0194                         *CURRENT SURVEY CONTROL
 NL0194  ___________________________________________________________________
 NL0194* NAD 83(1986)-  42 03 51.     (N)    094 55 47.     (W)     SCALED    
 NL0194* NAVD 88     -       400.159  (meters)    1312.86   (feet)  ADJUSTED  
 NL0194  ___________________________________________________________________
 NL0194  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 NL0194  DYNAMIC HT  -         399.989 (meters)    1312.30  (feet)  COMP
 NL0194  MODELED GRAV-     980,186.7   (mgal)                       NAVD 88
 NL0194
 NL0194  VERT ORDER  -  SECOND    CLASS 0
 NL0194
 NL0194.The horizontal coordinates were scaled from a topographic map and have
 NL0194.an estimated accuracy of +/- 6 seconds.
 NL0194
 NL0194.The orthometric height was determined by differential leveling
 NL0194.and adjusted by the National Geodetic Survey in June 1991..
 NL0194
 NL0194.The geoid height was determined by GEOID03.
 NL0194
 NL0194.The dynamic height is computed by dividing the NAVD 88
 NL0194.geopotential number by the normal gravity value computed on the
 NL0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0194.degrees latitude (g = 980.6199 gals.).
 NL0194
 NL0194.The modeled gravity was interpolated from observed gravity values.
 NL0194
 NL0194;                    North         East    Units  Estimated Accuracy
 NL0194;SPC IA N     - 1,063,670.    1,381,670.      MT  (+/- 180 meters Scaled)
 NL0194
 NL0194                          SUPERSEDED SURVEY CONTROL
 NL0194
 NL0194  NGVD 29 (??/??/92)  400.045  (m)         1312.48   (f) ADJ UNCH    2 0
 NL0194
 NL0194.Superseded values are not recommended for survey control.
 NL0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0194.See file dsdata.txt to determine how the superseded data were derived.
 NL0194
 NL0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG403587(NAD 83)
 NL0194_MARKER: DB = BENCH MARK DISK
 NL0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0194_STAMPING: B 90 1935
 NL0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0194+STABILITY: SURFACE MOTION
 NL0194
 NL0194  HISTORY     - Date     Condition        Report By
 NL0194  HISTORY     - 1935     MONUMENTED       CGS
 NL0194  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0194
 NL0194                          STATION DESCRIPTION
 NL0194
 NL0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0194'3.6 MI SW FROM CARROLL.
 NL0194'3.6 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0194'FROM THE STATION AT CARROLL, CARROLL COUNTY, 400 FEET NORTH
 NL0194'OF BRIDGE 2311, AT A ROAD CROSSING, 34 FEET NORTH OF THE
 NL0194'CENTERLINE OF THE ROAD, 19 FEET SOUTHWEST OF THE CENTERLINE
 NL0194'OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 NL0194'DISK, STAMPED B 90 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NL0194
 NL0194                          STATION RECOVERY (1975)
 NL0194
 NL0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0347 ***********************************************************************
 MJ0347  DESIGNATION -  B 91
 MJ0347  PID         -  MJ0347
 MJ0347  STATE/COUNTY-  IA/CRAWFORD
 MJ0347  USGS QUAD   -  DOW CITY (1971)
 MJ0347
 MJ0347                         *CURRENT SURVEY CONTROL
 MJ0347  ___________________________________________________________________
 MJ0347* NAD 83(1986)-  41 56 52.     (N)    095 29 37.     (W)     SCALED    
 MJ0347* NAVD 88     -       357.007  (meters)    1171.28   (feet)  ADJUSTED  
 MJ0347  ___________________________________________________________________
 MJ0347  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 MJ0347  DYNAMIC HT  -         356.851 (meters)    1170.77  (feet)  COMP
 MJ0347  MODELED GRAV-     980,177.0   (mgal)                       NAVD 88
 MJ0347
 MJ0347  VERT ORDER  -  SECOND    CLASS 0
 MJ0347
 MJ0347.The horizontal coordinates were scaled from a topographic map and have
 MJ0347.an estimated accuracy of +/- 6 seconds.
 MJ0347
 MJ0347.The orthometric height was determined by differential leveling
 MJ0347.and adjusted by the National Geodetic Survey in June 1991..
 MJ0347
 MJ0347.The geoid height was determined by GEOID03.
 MJ0347
 MJ0347.The dynamic height is computed by dividing the NAVD 88
 MJ0347.geopotential number by the normal gravity value computed on the
 MJ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0347.degrees latitude (g = 980.6199 gals.).
 MJ0347
 MJ0347.The modeled gravity was interpolated from observed gravity values.
 MJ0347
 MJ0347;                    North         East    Units  Estimated Accuracy
 MJ0347;SPC IA N     - 1,051,690.    1,334,700.      MT  (+/- 180 meters Scaled)
 MJ0347
 MJ0347                          SUPERSEDED SURVEY CONTROL
 MJ0347
 MJ0347  NGVD 29 (??/??/92)  356.871  (m)         1170.83   (f) ADJ UNCH    2 0
 MJ0347
 MJ0347.Superseded values are not recommended for survey control.
 MJ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0347.See file dsdata.txt to determine how the superseded data were derived.
 MJ0347
 MJ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG933469(NAD 83)
 MJ0347_MARKER: DB = BENCH MARK DISK
 MJ0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0347_STAMPING: B 91 1935
 MJ0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0347+STABILITY: SURFACE MOTION
 MJ0347
 MJ0347  HISTORY     - Date     Condition        Report By
 MJ0347  HISTORY     - 1935     MONUMENTED       CGS
 MJ0347
 MJ0347                          STATION DESCRIPTION
 MJ0347
 MJ0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0347'1.6 MI W FROM ARION.
 MJ0347'1.6 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0347'RAILROAD FROM THE STATION AT ARION, CRAWFORD COUNTY, 14-1/2 POLES
 MJ0347'NORTHWEST OF MILEPOST 15, AT A COUNTY-ROAD CROSSING AND THE JUNCTION
 MJ0347'OF A ROAD LEADING SOUTHEAST, 51 FEET SOUTHWEST OF THE CENTERLINE
 MJ0347'OF THE ROAD LEADING SOUTHEAST, 27 FEET EAST OF THE CENTERLINE OF THE
 MJ0347'COUNTY ROAD, 18 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 MJ0347'9 FEET SOUTHWEST OF A POWERLINE POLE, AND 1-1/2 FEET LOWER THAN THE
 MJ0347'TRACK.  A STANDARD DISK, STAMPED B 91 1935 AND SET IN THE TOP OF
 MJ0347'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0323 ***********************************************************************
 NL0323  DESIGNATION -  B 94
 NL0323  PID         -  NL0323
 NL0323  STATE/COUNTY-  IA/SAC
 NL0323  USGS QUAD   -  BOYER (1980)
 NL0323
 NL0323                         *CURRENT SURVEY CONTROL
 NL0323  ___________________________________________________________________
 NL0323* NAD 83(1986)-  42 13 53.     (N)    095 09 49.     (W)     SCALED    
 NL0323* NAVD 88     -       374.885  (meters)    1229.94   (feet)  ADJUSTED  
 NL0323  ___________________________________________________________________
 NL0323  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 NL0323  DYNAMIC HT  -         374.736 (meters)    1229.45  (feet)  COMP
 NL0323  MODELED GRAV-     980,213.8   (mgal)                       NAVD 88
 NL0323
 NL0323  VERT ORDER  -  SECOND    CLASS 0
 NL0323
 NL0323.The horizontal coordinates were scaled from a topographic map and have
 NL0323.an estimated accuracy of +/- 6 seconds.
 NL0323
 NL0323.The orthometric height was determined by differential leveling
 NL0323.and adjusted by the National Geodetic Survey in June 1991..
 NL0323
 NL0323.The geoid height was determined by GEOID03.
 NL0323
 NL0323.The dynamic height is computed by dividing the NAVD 88
 NL0323.geopotential number by the normal gravity value computed on the
 NL0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0323.degrees latitude (g = 980.6199 gals.).
 NL0323
 NL0323.The modeled gravity was interpolated from observed gravity values.
 NL0323
 NL0323;                    North         East    Units  Estimated Accuracy
 NL0323;SPC IA N     - 1,082,590.    1,362,680.      MT  (+/- 180 meters Scaled)
 NL0323
 NL0323                          SUPERSEDED SURVEY CONTROL
 NL0323
 NL0323  NGVD 29 (??/??/92)  374.765  (m)         1229.54   (f) ADJ UNCH    2 0
 NL0323
 NL0323.Superseded values are not recommended for survey control.
 NL0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0323.See file dsdata.txt to determine how the superseded data were derived.
 NL0323
 NL0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG214777(NAD 83)
 NL0323_MARKER: DB = BENCH MARK DISK
 NL0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0323_STAMPING: B 94 1935
 NL0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0323+STABILITY: SURFACE MOTION
 NL0323
 NL0323  HISTORY     - Date     Condition        Report By
 NL0323  HISTORY     - 1935     MONUMENTED       CGS
 NL0323  HISTORY     - 1943     GOOD             NGS
 NL0323  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0323
 NL0323                          STATION DESCRIPTION
 NL0323
 NL0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0323'AT HERRING.
 NL0323'AT HERRING, SAC COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 NL0323'IN LINE WITH THE NORTHEAST END OF THE STATION, AT A ROAD
 NL0323'CROSSING, 75 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 30
 NL0323'FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK, 18 FEET
 NL0323'NORTH OF THE CENTERLINE OF A SWITCH TRACK, AND LEVEL WITH THE
 NL0323'TRACK.  A STANDARD DISK, STAMPED B 94 1935 AND SET IN THE TOP
 NL0323'OF A CONCRETE POST.
 NL0323
 NL0323                          STATION RECOVERY (1975)
 NL0323
 NL0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0424 ***********************************************************************
 NL0424  DESIGNATION -  B 95
 NL0424  PID         -  NL0424
 NL0424  STATE/COUNTY-  IA/MONONA
 NL0424  USGS QUAD   -  UTE (1971)
 NL0424
 NL0424                         *CURRENT SURVEY CONTROL
 NL0424  ___________________________________________________________________
 NL0424* NAD 83(1986)-  42 02 37.     (N)    095 43 10.     (W)     SCALED    
 NL0424* NAVD 88     -       353.945  (meters)    1161.23   (feet)  ADJUSTED  
 NL0424  ___________________________________________________________________
 NL0424  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 NL0424  DYNAMIC HT  -         353.808 (meters)    1160.79  (feet)  COMP
 NL0424  MODELED GRAV-     980,225.6   (mgal)                       NAVD 88
 NL0424
 NL0424  VERT ORDER  -  SECOND    CLASS 0
 NL0424
 NL0424.The horizontal coordinates were scaled from a topographic map and have
 NL0424.an estimated accuracy of +/- 6 seconds.
 NL0424
 NL0424.The orthometric height was determined by differential leveling
 NL0424.and adjusted by the National Geodetic Survey in June 1991..
 NL0424
 NL0424.The geoid height was determined by GEOID03.
 NL0424
 NL0424.The dynamic height is computed by dividing the NAVD 88
 NL0424.geopotential number by the normal gravity value computed on the
 NL0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0424.degrees latitude (g = 980.6199 gals.).
 NL0424
 NL0424.The modeled gravity was interpolated from observed gravity values.
 NL0424
 NL0424;                    North         East    Units  Estimated Accuracy
 NL0424;SPC IA N     - 1,062,800.    1,316,260.      MT  (+/- 180 meters Scaled)
 NL0424
 NL0424                          SUPERSEDED SURVEY CONTROL
 NL0424
 NL0424  NGVD 29 (??/??/92)  353.800  (m)         1160.76   (f) ADJ UNCH    2 0
 NL0424
 NL0424.Superseded values are not recommended for survey control.
 NL0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0424.See file dsdata.txt to determine how the superseded data were derived.
 NL0424
 NL0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG749581(NAD 83)
 NL0424_MARKER: DB = BENCH MARK DISK
 NL0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0424_STAMPING: B 95 1935
 NL0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0424+STABILITY: SURFACE MOTION
 NL0424
 NL0424  HISTORY     - Date     Condition        Report By
 NL0424  HISTORY     - 1935     MONUMENTED       CGS
 NL0424  HISTORY     - 1943     GOOD             NGS
 NL0424
 NL0424                          STATION DESCRIPTION
 NL0424
 NL0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0424'0.7 MI SW FROM UTE.
 NL0424'0.7 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0424'FROM THE STATION AT UTE, 125 FEET SOUTHWEST OF BRIDGE 219, AT A
 NL0424'PRIVATE-ROAD CROSSING, 45 FEET NORTHWEST OF THE CENTERLINE OF THE
 NL0424'TRACK, 15 FEET NORTHEAST OF THE CENTER OF A GATE, 2 FEET SOUTHEAST
 NL0424'OF A FENCE LINE, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD
 NL0424'DISK, STAMPED B 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0309 ***********************************************************************
 MJ0309  DESIGNATION -  B 96
 MJ0309  PID         -  MJ0309
 MJ0309  STATE/COUNTY-  IA/SHELBY
 MJ0309  USGS QUAD   -  DEFIANCE (1971)
 MJ0309
 MJ0309                         *CURRENT SURVEY CONTROL
 MJ0309  ___________________________________________________________________
 MJ0309* NAD 83(1986)-  41 49 15.     (N)    095 20 33.     (W)     SCALED    
 MJ0309* NAVD 88     -       391.077  (meters)    1283.06   (feet)  ADJUSTED  
 MJ0309  ___________________________________________________________________
 MJ0309  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 MJ0309  DYNAMIC HT  -         390.891 (meters)    1282.45  (feet)  COMP
 MJ0309  MODELED GRAV-     980,136.4   (mgal)                       NAVD 88
 MJ0309
 MJ0309  VERT ORDER  -  SECOND    CLASS 0
 MJ0309
 MJ0309.The horizontal coordinates were scaled from a topographic map and have
 MJ0309.an estimated accuracy of +/- 6 seconds.
 MJ0309
 MJ0309.The orthometric height was determined by differential leveling
 MJ0309.and adjusted by the National Geodetic Survey in June 1991..
 MJ0309
 MJ0309.The geoid height was determined by GEOID03.
 MJ0309
 MJ0309.The dynamic height is computed by dividing the NAVD 88
 MJ0309.geopotential number by the normal gravity value computed on the
 MJ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0309.degrees latitude (g = 980.6199 gals.).
 MJ0309
 MJ0309.The modeled gravity was interpolated from observed gravity values.
 MJ0309
 MJ0309;                    North         East    Units  Estimated Accuracy
 MJ0309;SPC IA S     -   203,830.      346,930.      MT  (+/- 180 meters Scaled)
 MJ0309
 MJ0309                          SUPERSEDED SURVEY CONTROL
 MJ0309
 MJ0309  NGVD 29 (??/??/92)  390.938  (m)         1282.60   (f) ADJ UNCH    2 0
 MJ0309
 MJ0309.Superseded values are not recommended for survey control.
 MJ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0309.See file dsdata.txt to determine how the superseded data were derived.
 MJ0309
 MJ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG054325(NAD 83)
 MJ0309_MARKER: DB = BENCH MARK DISK
 MJ0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0309_SP_SET: WALL
 MJ0309_STAMPING: 1282.494 B 96 1935
 MJ0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0309
 MJ0309  HISTORY     - Date     Condition        Report By
 MJ0309  HISTORY     - 1935     MONUMENTED       CGS
 MJ0309  HISTORY     - 1949     GOOD             NGS
 MJ0309
 MJ0309                          STATION DESCRIPTION
 MJ0309
 MJ0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0309'AT DEFIANCE.
 MJ0309'AT DEFIANCE, SHELBY COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MJ0309'AND PACIFIC RAILROAD, 8-1/2 POLES NORTHEAST OF MILEPOST 431, AT
 MJ0309'BRIDGE 1408 OVER U.S. HIGHWAY 59, IN THE TOP OF THE NORTHEAST
 MJ0309'END OF THE NORTHWEST WALL, 15 FEET NORTHWEST OF THE CENTERLINE
 MJ0309'OF THE TRACK, 0.8 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 MJ0309'HEADWALL, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 MJ0309'DISK, STAMPED 1282.494 B 96 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0643 ***********************************************************************
 MJ0643  DESIGNATION -  B 97
 MJ0643  PID         -  MJ0643
 MJ0643  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0643  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0643
 MJ0643                         *CURRENT SURVEY CONTROL
 MJ0643  ___________________________________________________________________
 MJ0643* NAD 83(1986)-  41 15 04.     (N)    095 52 34.     (W)     SCALED    
 MJ0643* NAVD 88     -       300.342  (meters)     985.37   (feet)  ADJUSTED  
 MJ0643  ___________________________________________________________________
 MJ0643  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 MJ0643  DYNAMIC HT  -         300.219 (meters)     984.97  (feet)  COMP
 MJ0643  MODELED GRAV-     980,205.2   (mgal)                       NAVD 88
 MJ0643
 MJ0643  VERT ORDER  -  SECOND    CLASS 0
 MJ0643
 MJ0643.The horizontal coordinates were scaled from a topographic map and have
 MJ0643.an estimated accuracy of +/- 6 seconds.
 MJ0643
 MJ0643.The orthometric height was determined by differential leveling
 MJ0643.and adjusted by the National Geodetic Survey in June 1991..
 MJ0643
 MJ0643.The geoid height was determined by GEOID03.
 MJ0643
 MJ0643.The dynamic height is computed by dividing the NAVD 88
 MJ0643.geopotential number by the normal gravity value computed on the
 MJ0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0643.degrees latitude (g = 980.6199 gals.).
 MJ0643
 MJ0643.The modeled gravity was interpolated from observed gravity values.
 MJ0643
 MJ0643;                    North         East    Units  Estimated Accuracy
 MJ0643;SPC IA S     -   141,650.      300,880.      MT  (+/- 180 meters Scaled)
 MJ0643
 MJ0643                          SUPERSEDED SURVEY CONTROL
 MJ0643
 MJ0643.No superseded survey control is available for this station.
 MJ0643
 MJ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF590706(NAD 83)
 MJ0643_MARKER: DB = BENCH MARK DISK
 MJ0643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0643_SP_SET: WALL
 MJ0643_STAMPING: B-97 1935
 MJ0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0643
 MJ0643  HISTORY     - Date     Condition        Report By
 MJ0643  HISTORY     - 1935     MONUMENTED       CGS
 MJ0643
 MJ0643                          STATION DESCRIPTION
 MJ0643
 MJ0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0643'AT COUNCIL BLUFFS.
 MJ0643'AT COUNCIL BLUFFS.  AT THE UNION DEPOT.  SET VERTICALLY IN THE
 MJ0643'SOUTH WALL OF THE BUILDING AT THE SOUTHEAST CORNER MIDWAY
 MJ0643'BETWEEN THE FIRST WINDOW WEST OF THE CORNER AND THE STONE CORNER,
 MJ0643'ABOUT 5 FEET WEST OF THE SOUTHEAST CORNER AND ABOUT 3 FEET
 MJ0643'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0644 ***********************************************************************
 MJ0644  DESIGNATION -  B 97 RESET
 MJ0644  PID         -  MJ0644
 MJ0644  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0644  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0644
 MJ0644                         *CURRENT SURVEY CONTROL
 MJ0644  ___________________________________________________________________
 MJ0644* NAD 83(1986)-  41 15 04.     (N)    095 52 34.     (W)     SCALED    
 MJ0644* NAVD 88     -       300.331  (meters)     985.34   (feet)  ADJUSTED  
 MJ0644  ___________________________________________________________________
 MJ0644  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 MJ0644  DYNAMIC HT  -         300.208 (meters)     984.93  (feet)  COMP
 MJ0644  MODELED GRAV-     980,205.2   (mgal)                       NAVD 88
 MJ0644
 MJ0644  VERT ORDER  -  FIRST     CLASS II
 MJ0644
 MJ0644.The horizontal coordinates were scaled from a topographic map and have
 MJ0644.an estimated accuracy of +/- 6 seconds.
 MJ0644
 MJ0644.The orthometric height was determined by differential leveling
 MJ0644.and adjusted by the National Geodetic Survey in June 1991..
 MJ0644
 MJ0644.The geoid height was determined by GEOID03.
 MJ0644
 MJ0644.The dynamic height is computed by dividing the NAVD 88
 MJ0644.geopotential number by the normal gravity value computed on the
 MJ0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0644.degrees latitude (g = 980.6199 gals.).
 MJ0644
 MJ0644.The modeled gravity was interpolated from observed gravity values.
 MJ0644
 MJ0644;                    North         East    Units  Estimated Accuracy
 MJ0644;SPC IA S     -   141,650.      300,880.      MT  (+/- 180 meters Scaled)
 MJ0644
 MJ0644                          SUPERSEDED SURVEY CONTROL
 MJ0644
 MJ0644  NGVD 29 (??/??/??)  300.23   (m)          985.0    (f) RESET       3  
 MJ0644
 MJ0644.Superseded values are not recommended for survey control.
 MJ0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0644.See file dsdata.txt to determine how the superseded data were derived.
 MJ0644
 MJ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF590706(NAD 83)
 MJ0644_MARKER: DB = BENCH MARK DISK
 MJ0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0644_SP_SET: WALL
 MJ0644_STAMPING: B 97 RESET 1938
 MJ0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0644
 MJ0644  HISTORY     - Date     Condition        Report By
 MJ0644  HISTORY     - 1938     MONUMENTED       CGS
 MJ0644  HISTORY     - 1947     GOOD             NGS
 MJ0644  HISTORY     - 1948     GOOD             NGS
 MJ0644
 MJ0644                          STATION DESCRIPTION
 MJ0644
 MJ0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0644'AT COUNCIL BLUFFS.
 MJ0644'AT COUNCIL BLUFFS, AT THE OLD UNION PACIFIC TRANSFER DEPOT, IN
 MJ0644'THE SOUTH WALL OF THE BRICK STORE DEPARTMENT PORTION OF THE
 MJ0644'BUILDING, 2.5 FEET EAST OF THE WEST PILASTER, SET VERTICALLY
 MJ0644'1.6 FEET ABOVE THE BOTTOM OF THE STONE WATER TABLE.
 MJ0644
 MJ0644                          STATION RECOVERY (1948)
 MJ0644
 MJ0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0260 ***********************************************************************
 LF0260  DESIGNATION -  B 98
 LF0260  PID         -  LF0260
 LF0260  STATE/COUNTY-  IA/FREMONT
 LF0260  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF0260
 LF0260                         *CURRENT SURVEY CONTROL
 LF0260  ___________________________________________________________________
 LF0260* NAD 83(1986)-  40 49 29.     (N)    095 24 58.     (W)     SCALED    
 LF0260* NAVD 88     -       319.716  (meters)    1048.93   (feet)  ADJUSTED  
 LF0260  ___________________________________________________________________
 LF0260  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LF0260  DYNAMIC HT  -         319.547 (meters)    1048.38  (feet)  COMP
 LF0260  MODELED GRAV-     980,085.9   (mgal)                       NAVD 88
 LF0260
 LF0260  VERT ORDER  -  SECOND    CLASS 0
 LF0260
 LF0260.The horizontal coordinates were scaled from a topographic map and have
 LF0260.an estimated accuracy of +/- 6 seconds.
 LF0260
 LF0260.The orthometric height was determined by differential leveling
 LF0260.and adjusted by the National Geodetic Survey in June 1991..
 LF0260.WARNING-Repeat measurements at this control monument indicate possible
 LF0260.vertical movement.
 LF0260
 LF0260.The geoid height was determined by GEOID03.
 LF0260
 LF0260.The dynamic height is computed by dividing the NAVD 88
 LF0260.geopotential number by the normal gravity value computed on the
 LF0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0260.degrees latitude (g = 980.6199 gals.).
 LF0260
 LF0260.The modeled gravity was interpolated from observed gravity values.
 LF0260
 LF0260;                    North         East    Units  Estimated Accuracy
 LF0260;SPC IA S     -    93,360.      338,380.      MT  (+/- 180 meters Scaled)
 LF0260
 LF0260                          SUPERSEDED SURVEY CONTROL
 LF0260
 LF0260  NGVD 29 (??/??/92)  319.600  (m)         1048.55   (f) ADJ UNCH    2 0
 LF0260
 LF0260.Superseded values are not recommended for survey control.
 LF0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0260.See file dsdata.txt to determine how the superseded data were derived.
 LF0260
 LF0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF962221(NAD 83)
 LF0260_MARKER: DB = BENCH MARK DISK
 LF0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0260_STAMPING: B 98 1935
 LF0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0260+STABILITY: SURFACE MOTION
 LF0260
 LF0260  HISTORY     - Date     Condition        Report By
 LF0260  HISTORY     - 1935     MONUMENTED       CGS
 LF0260  HISTORY     - 1949     GOOD             NGS
 LF0260  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0260
 LF0260                          STATION DESCRIPTION
 LF0260
 LF0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0260'3.8 MI W FROM SHENANDOAH.
 LF0260'3.8 MILES NORTHWEST ALONG THE WABASH RAILROAD FROM THE STATION
 LF0260'AT SHENANDOAH, 0.3 MILE SOUTHEAST OF UNDERPASS 1190 B, 175 FEET
 LF0260'SOUTHWEST OF AN ABANDONED SCALE HOUSE, 111 FEET SOUTHWEST OF A
 LF0260'FENCE, 36.6 FEET NORTH OF THE NORTH RAIL, 1.0 FOOT SOUTH OF A
 LF0260'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF0260'0.3 FOOT ABOVE THE GROUND.
 LF0260
 LF0260                          STATION RECOVERY (1976)
 LF0260
 LF0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0443 ***********************************************************************
 MJ0443  DESIGNATION -  B 99
 MJ0443  PID         -  MJ0443
 MJ0443  STATE/COUNTY-  IA/CASS
 MJ0443  USGS QUAD   -  GRISWOLD (1978)
 MJ0443
 MJ0443                         *CURRENT SURVEY CONTROL
 MJ0443  ___________________________________________________________________
 MJ0443* NAD 83(1986)-  41 12 48.     (N)    095 08 46.     (W)     SCALED    
 MJ0443* NAVD 88     -       330.779  (meters)    1085.23   (feet)  ADJUSTED  
 MJ0443  ___________________________________________________________________
 MJ0443  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 MJ0443  DYNAMIC HT  -         330.647 (meters)    1084.80  (feet)  COMP
 MJ0443  MODELED GRAV-     980,214.1   (mgal)                       NAVD 88
 MJ0443
 MJ0443  VERT ORDER  -  SECOND    CLASS 0
 MJ0443
 MJ0443.The horizontal coordinates were scaled from a topographic map and have
 MJ0443.an estimated accuracy of +/- 6 seconds.
 MJ0443
 MJ0443.The orthometric height was determined by differential leveling
 MJ0443.and adjusted by the National Geodetic Survey in June 1991..
 MJ0443
 MJ0443.The geoid height was determined by GEOID03.
 MJ0443
 MJ0443.The dynamic height is computed by dividing the NAVD 88
 MJ0443.geopotential number by the normal gravity value computed on the
 MJ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0443.degrees latitude (g = 980.6199 gals.).
 MJ0443
 MJ0443.The modeled gravity was interpolated from observed gravity values.
 MJ0443
 MJ0443;                    North         East    Units  Estimated Accuracy
 MJ0443;SPC IA S     -   136,050.      361,970.      MT  (+/- 180 meters Scaled)
 MJ0443
 MJ0443                          SUPERSEDED SURVEY CONTROL
 MJ0443
 MJ0443  NGVD 29 (??/??/92)  330.710  (m)         1085.00   (f) ADJ UNCH    2 0
 MJ0443
 MJ0443.Superseded values are not recommended for survey control.
 MJ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0443.See file dsdata.txt to determine how the superseded data were derived.
 MJ0443
 MJ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF200646(NAD 83)
 MJ0443_MARKER: DB = BENCH MARK DISK
 MJ0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0443_STAMPING: B 99 1935
 MJ0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0443+STABILITY: SURFACE MOTION
 MJ0443
 MJ0443  HISTORY     - Date     Condition        Report By
 MJ0443  HISTORY     - 1935     MONUMENTED       CGS
 MJ0443
 MJ0443                          STATION DESCRIPTION
 MJ0443
 MJ0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0443'1.6 MI S FROM GRISWOLD.
 MJ0443'1.6 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0443'FROM THE STATION AT GRISWOLD, CASS COUNTY, 4 POLES SOUTH OF
 MJ0443'MILEPOST 17, AT A PRIVATE-ROAD CROSSING, 49 FEET EAST OF THE
 MJ0443'CENTERLINE OF THE TRACK, 24 FEET SOUTH OF THE CENTERLINE OF THE
 MJ0443'ROAD, 15 FEET SOUTH OF A CONCRETE GATEPOST, 2 FEET WEST OF THE
 MJ0443'RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 MJ0443'A STANDARD DISK, STAMPED B 99 1935 AND SET IN THE TOP OF A
 MJ0443'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1077 ***********************************************************************
 MJ1077  DESIGNATION -  BAGLEY
 MJ1077  PID         -  MJ1077
 MJ1077  STATE/COUNTY-  IA/GUTHRIE
 MJ1077  USGS QUAD   -  BAGLEY (1982)
 MJ1077
 MJ1077                         *CURRENT SURVEY CONTROL
 MJ1077  ___________________________________________________________________
 MJ1077* NAD 83(1996)-  41 48 02.52267(N)    094 28 29.31761(W)     ADJUSTED  
 MJ1077* NAVD 88     -       379.6    (meters)    1245.     (feet)  VERTCON   
 MJ1077  ___________________________________________________________________
 MJ1077  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 MJ1077  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 MJ1077
 MJ1077  HORZ ORDER  -  FIRST
 MJ1077
 MJ1077.The horizontal coordinates were established by classical geodetic methods
 MJ1077.and adjusted by the National Geodetic Survey in May 1999..
 MJ1077
 MJ1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1077
 MJ1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1077
 MJ1077.The geoid height was determined by GEOID03.
 MJ1077
 MJ1077;                    North         East     Units Scale Factor Converg.
 MJ1077;SPC IA S     -   200,425.946   418,986.133   MT  1.00000313   -0 38 31.6
 MJ1077;SPC IA N     - 1,033,868.321 1,418,981.714   MT  1.00005890   -0 39 38.4
 MJ1077;UTM  15      - 4,628,699.821   377,477.792   MT  0.99978473   -0 58 59.3
 MJ1077
 MJ1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1077!SPC IA S     -   0.99994477  x   1.00000313  =   0.99994790
 MJ1077!SPC IA N     -   0.99994477  x   1.00005890  =   1.00000366
 MJ1077!UTM  15      -   0.99994477  x   0.99978473  =   0.99972951
 MJ1077
 MJ1077:                Primary Azimuth Mark                     Grid Az
 MJ1077:SPC IA S     -  BAGLEY AZ MK                             009 49 08.1
 MJ1077:SPC IA N     -  BAGLEY AZ MK                             009 50 14.9
 MJ1077:UTM  15      -  BAGLEY AZ MK                             010 09 35.8
 MJ1077
 MJ1077|---------------------------------------------------------------------|
 MJ1077| PID    Reference Object                     Distance      Geod. Az  |
 MJ1077|                                                           dddmmss.s |
 MJ1077| CL6805 BAGLEY AZ MK                                       0091036.5 |
 MJ1077| MJ1076 BAGLEY MUNICIPAL TANK               APPROX. 6.0 KM 0374002.9 |
 MJ1077| CL6806 BAGLEY RM 1                         100.729 METERS 07503     |
 MJ1077| MJ1073 YALE MUNICIPAL TANK                 APPROX.10.3 KM 1061348.5 |
 MJ1077| CL6807 BAGLEY RM 2 AZIMUTH                                16838     |
 MJ1077| MJ1072 GUTHRIE CENTER UTI MAST             APPROX.13.7 KM 1835837.1 |
 MJ1077| CL6808 BAGLEY RM 3                          45.446 METERS 23930     |
 MJ1077| MJ1126 BAYARD MUNICIPAL TANK               APPROX. 9.5 KM 3093023.4 |
 MJ1077| CL6809 BAGLEY RM 4                          50.984 METERS 31246     |
 MJ1077|---------------------------------------------------------------------|
 MJ1077
 MJ1077                          SUPERSEDED SURVEY CONTROL
 MJ1077
 MJ1077  NAD 83(1986)-  41 48 02.51863(N)    094 28 29.32183(W) AD(       ) 1
 MJ1077  NAD 27      -  41 48 02.57000(N)    094 28 28.42700(W) AD(       ) 1
 MJ1077  NGVD 29 (07/19/86)  379.6    (m)         1245.     (f) VERT ANG       
 MJ1077
 MJ1077.Superseded values are not recommended for survey control.
 MJ1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1077.See file dsdata.txt to determine how the superseded data were derived.
 MJ1077
 MJ1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG7747828700(NAD 83)
 MJ1077_MARKER: DS = TRIANGULATION STATION DISK
 MJ1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1077
 MJ1077  HISTORY     - Date     Condition        Report By
 MJ1077  HISTORY     - 1930     MONUMENTED       CGS
 MJ1077  HISTORY     - 1934     GOOD             IOWAGS
 MJ1077  HISTORY     - 1968     GOOD             USGS
 MJ1077  HISTORY     - 1969     GOOD             CGS
 MJ1077
 MJ1077                          STATION DESCRIPTION
 MJ1077
 MJ1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MJ1077'STATION IS ABOUT 3-1/2 MILES S AND 2 MILES W OF BAGLEY ON LAND
 MJ1077'OWNED BY GRANT HEIDELBAUGH OF BAGLEY, AND IS AT THE TOP OF A SMALL
 MJ1077'AND PROMINENT KNOLL IN THE SE 1/4 OF THE NE 1/4 OF SECTION 29,
 MJ1077'DODGE TOWNSHIP.  THE MARK IS 6 INCHES ABOVE SURFACE IN PASTURE
 MJ1077'LAND.
 MJ1077'
 MJ1077'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MJ1077'DISKS SET IN CONCRETE.
 MJ1077'
 MJ1077'REFERENCE MARK NO. 1 IS ON THE E SIDE OF THE ROAD WHICH RUNS N AND
 MJ1077'S ALONG THE E SIDE OF SECTION 29, AND IS ON FENCE LINE ABOUT 1/3
 MJ1077'MILE S OF THE NE CORNER OF SECTION 29.  REFERENCE MARK NO. 2 IS ON
 MJ1077'FENCE LINE ON E SIDE OF ABOVE ROAD AND IS 5/8 MILES S OF THE NE
 MJ1077'CORNER OF SECTION 29, AND IS OPPOSITE THE NE CORNER OF A
 MJ1077'PROMINENT GROVE OF TREES WHICH LIES ON THE W SIDE OF THE ROAD.
 MJ1077'
 MJ1077'THE WATER TANK AT YALE MAKES AN EXCELLENT AZIMUTH MARK AND CAN BE
 MJ1077'SEEN FROM THE GROUND.
 MJ1077'
 MJ1077'NOTE--LETTER FROM COUNTY ENGINEER, GUTHRIE CENTER, IOWA, FEBRUARY
 MJ1077'5, 1932, STATES REFERENCE MARKS WILL BE DESTROYED BY ROAD
 MJ1077'CONSTRUCTION.  ASKED TO RETURN MARKS.
 MJ1077'
 MJ1077'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MJ1077
 MJ1077                          STATION RECOVERY (1934)
 MJ1077
 MJ1077'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MJ1077'TRIANGULATION STATION LOCATED AS PER ORIGINAL DESCRIPTION.  THE
 MJ1077'STATION STANDS 6 INCHES ABOVE THE GROUND AT PRESENT, AND FUTURE
 MJ1077'EROSION MAY LEAVE IT CONSIDERABLY MORE ABOVE THE GROUND. THE TWO
 MJ1077'REFERENCE MONUMENTS HAVE BEEN DESTROYED BY ROAD CONSTRUCTION BUT
 MJ1077'THE BAGLEY AND YALE WATER TOWERS WHICH ARE TIED TO THE STATION
 MJ1077'ARE EASILY VISIBLE FROM THE GROUND.
 MJ1077
 MJ1077                          STATION RECOVERY (1968)
 MJ1077
 MJ1077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MJ1077'STATION MARK WAS FOUND IN GOOD CONDITION.
 MJ1077
 MJ1077                          STATION RECOVERY (1969)
 MJ1077
 MJ1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 MJ1077'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 MJ1077'CONDITION.  REFERENCE MARKS 1 AND 2 HAVE BEEN REPORTED DESTROYED
 MJ1077'IN THE PAST AND WERE NOT SEARCHED FOR AT THIS TIME.  REFERENCE
 MJ1077'MARKS 3 AND 4, AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS
 MJ1077'OCUPATION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 MJ1077'
 MJ1077'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTH OF GUTHRIE
 MJ1077'CENTER, 6 MILES SOUTHWEST OF BAYARD, 6 MILES WEST-NORTHWEST OF
 MJ1077'YALE, 4 MILES SOUTHWEST OF BAGLEY AND IN PASTURE LAND OWNED
 MJ1077'BY MR. CLARENCE STROUD.
 MJ1077'
 MJ1077'TO REACH THE STATION FROM THE POST OFFICE, WHICH IS JUST NORTH
 MJ1077'OF THE JUNCTION OF STATE HIGHWAYS 25 AND 44 IN GUTHRIE CENTER,
 MJ1077'GO NORTH ON STATE HIGHWAY 25 FOR 7.5 MILES TO THE JUNCTION OF
 MJ1077'STATE HIGHWAY 384 ON THE RIGHT.  CONTINUE AHEAD NORTH ON STATE
 MJ1077'HIGHWAY 25 FOR 1.8 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST
 MJ1077'ON THE GRAVELED ROAD FOR 1.0 MILES TO A CROSSROAD AND THE
 MJ1077'AZIMUTH MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION.  TURN
 MJ1077'RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.15 MILE TO A
 MJ1077'DRIVEWAY AND MR. CLARENCE STROUDS MAIL BOX ON THE RIGHT.
 MJ1077'TURN RIGHT AND GO WEST ON THE DRIVEWAY FOR 0.05 MILE TO THE
 MJ1077'NORTHWEST CORNER OF THE BARN.  TURN LEFT AND GO SOUTH
 MJ1077'FOR ABOUT 40 YARDS TO A BOARD GATE.  PASS THROUGH THE GATE AND
 MJ1077'GO SOUTHERLY ACROSS THE PASTURE FOR 0.3 MILE TO A LONE TREE ON
 MJ1077'THE HIGHEST POINT AND THE STATION.
 MJ1077'
 MJ1077'THE STATION MARK IS A STANDARD DISK STAMPED BAGLEY 1930, SET
 MJ1077'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MJ1077'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 167 FEET SOUTHEAST OF
 MJ1077'A METAL WITNESS POST WITH SIGN ATTACHED, 129 FEET EAST OF A
 MJ1077'WIRE FENCE AND 31 FEET NORTH-NORTHEAST OF A LONE FORKED TREE
 MJ1077'WITH A TRIANGLE BLAZE.
 MJ1077'
 MJ1077'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BAGLEY NO 3 1930
 MJ1077'1969, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 MJ1077'INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 MJ1077'SURFACE.  IT IS 59 FEET SOUTH OF A LONE CEDAR TREE IN A FENCE
 MJ1077'LINE, 1 FOOT EAST OF A WIRE FENCE AND ABOUT 8 FEET LOWER THAN
 MJ1077'THE STATION.
 MJ1077'
 MJ1077'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BAGLEY NO 4 1930
 MJ1077'1969, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 MJ1077'INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 MJ1077'SURFACE.  IT IS 2 FEET NORTHEAST OF A METAL WITNESS POST WITH
 MJ1077'SIGN ATTACHED, 1 FOOT EAST OF A WIRE FENCE AND ABOUT 8 FEET
 MJ1077'LOWER THAT THE STATION.
 MJ1077'
 MJ1077'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BAGLEY 1930 1969,
 MJ1077'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 MJ1077'IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 MJ1077'IS 52 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 3
 MJ1077'FEET EAST OF THE METAL WITNESS POST WITH SIGN ATTACHED AND 2.5
 MJ1077'FEET WEST OF A CORNER FENCE POST.
 MJ1077'
 MJ1077'DUE TO THE TERRAIN THERE IS NO MEASUREMENT BETWEEN THE
 MJ1077'REFERENCE MARKS.
 MJ1077'
 MJ1077'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MJ1077'4 MILES SOUTHWEST OF BAGLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1076 ***********************************************************************
 MJ1076  DESIGNATION -  BAGLEY MUNICIPAL TANK
 MJ1076  PID         -  MJ1076
 MJ1076  STATE/COUNTY-  IA/GUTHRIE
 MJ1076  USGS QUAD   -  BAGLEY (1982)
 MJ1076
 MJ1076                         *CURRENT SURVEY CONTROL
 MJ1076  ___________________________________________________________________
 MJ1076* NAD 83(1996)-  41 50 36.28436(N)    094 25 50.54386(W)     ADJUSTED  
 MJ1076* NAVD 88     -                                                        
 MJ1076  ___________________________________________________________________
 MJ1076  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 MJ1076  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 MJ1076
 MJ1076  HORZ ORDER  -  THIRD
 MJ1076
 MJ1076.The horizontal coordinates were established by classical geodetic methods
 MJ1076.and adjusted by the National Geodetic Survey in May 1999..
 MJ1076
 MJ1076
 MJ1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1076
 MJ1076.The geoid height was determined by GEOID03.
 MJ1076
 MJ1076;                    North         East     Units Scale Factor Converg.
 MJ1076;SPC IA S     -   205,129.528   422,702.098   MT  1.00001122   -0 36 47.0
 MJ1076;SPC IA N     - 1,038,570.944 1,422,699.341   MT  1.00004801   -0 37 50.8
 MJ1076;UTM  15      - 4,633,380.120   381,220.853   MT  0.99977361   -0 57 16.3
 MJ1076
 MJ1076                          SUPERSEDED SURVEY CONTROL
 MJ1076
 MJ1076  NAD 83(1986)-  41 50 36.28060(N)    094 25 50.54725(W) AD(       ) 4
 MJ1076  NAD 27      -  41 50 36.34000(N)    094 25 49.65000(W) AD(       ) 3
 MJ1076
 MJ1076.Superseded values are not recommended for survey control.
 MJ1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1076.See file dsdata.txt to determine how the superseded data were derived.
 MJ1076
 MJ1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG8122133380(NAD 83)
 MJ1076_MARKER: 51 = TANK
 MJ1076
 MJ1076  HISTORY     - Date     Condition        Report By
 MJ1076  HISTORY     - 1930     FIRST OBSERVED   CGS
 MJ1076  HISTORY     - 1969     GOOD             CGS
 MJ1076
 MJ1076                          STATION DESCRIPTION
 MJ1076
 MJ1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 MJ1076'THE STATION IS THE FINIAL KNOB LOCATED ATOP THE BAGLEY, MUNICIPAL
 MJ1076'WATER TANK THAT IS LOCATED ABOUT 0.4 MILES SOUTH OF STATE HIGHWAY 25
 MJ1076'AND IN THE SOUTHWEST CORNER OF THE SMALL TOWN OF BAGLEY.  THE TANK
 MJ1076'IS A FOUR-LEGGED STRUCTURE PAINTED ALUMINUM IN COLOR AND CYINDRICAL
 MJ1076'IN SHAPE.  IT IS 70 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0822 ***********************************************************************
 OP0822  DESIGNATION -  BALKEMA
 OP0822  PID         -  OP0822
 OP0822  STATE/COUNTY-  IA/SIOUX
 OP0822  USGS QUAD   -  HOSPERS (1964)
 OP0822
 OP0822                         *CURRENT SURVEY CONTROL
 OP0822  ___________________________________________________________________
 OP0822* NAD 83(1996)-  43 03 28.39602(N)    095 59 33.77504(W)     ADJUSTED  
 OP0822* NAVD 88     -       447.     (meters)    1467.     (feet)  SCALED    
 OP0822  ___________________________________________________________________
 OP0822  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 OP0822  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 OP0822
 OP0822  HORZ ORDER  -  FIRST
 OP0822
 OP0822.The horizontal coordinates were established by classical geodetic methods
 OP0822.and adjusted by the National Geodetic Survey in May 1999..
 OP0822
 OP0822.The orthometric height was scaled from a topographic map.
 OP0822
 OP0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0822
 OP0822.The geoid height was determined by GEOID03.
 OP0822
 OP0822;                    North         East     Units Scale Factor Converg.
 OP0822;SPC IA N     - 1,176,041.463 1,296,968.314   MT  0.99996853   -1 41 21.9
 OP0822;UTM  15      - 4,771,590.721   256,290.154   MT  1.00033073   -2 02 39.3
 OP0822;UTM  14      - 4,771,633.176   744,896.372   MT  1.00033786   +2 03 15.1
 OP0822
 OP0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0822!SPC IA N     -   0.99993406  x   0.99996853  =   0.99990259
 OP0822!UTM  15      -   0.99993406  x   1.00033073  =   1.00026477
 OP0822!UTM  14      -   0.99993406  x   1.00033786  =   1.00027190
 OP0822
 OP0822|---------------------------------------------------------------------|
 OP0822| PID    Reference Object                     Distance      Geod. Az  |
 OP0822|                                                           dddmmss.s |
 OP0822| AI2478 BALKEMA RM 2                         30.617 METERS 00027     |
 OP0822| OP0819 SHELDON NW MUNICIPAL TANK           APPROX.17.6 KM 0393536.4 |
 OP0822| AI2479 BALKEMA AZ MK                       APPROX. 1.3 KM 0651323.1 |
 OP0822| NL0695 GRANVILLE MUNICIPAL TANK            APPROX.12.6 KM 1301648.9 |
 OP0822| NL0694 GRANVILLE ST JOSEPH CATH CH         APPROX.12.8 KM 1303219.7 |
 OP0822| AI2477 BALKEMA RM 1                         27.701 METERS 17938     |
 OP0822| NM1617 ALTON ST MARYS CATH CH E SPIRE      APPROX. 7.9 KM 1931904.7 |
 OP0822| NM1616 ALTON ST MARYS CATH CH W SPIRE      APPROX. 7.9 KM 1932612.4 |
 OP0822| OQ0605 ORANGE CITY SIOUX CO CTHSE          APPROX. 8.0 KM 2222153.1 |
 OP0822| OQ0606 ORANGE CITY MUNICIPAL TANK          APPROX. 8.2 KM 2232937.7 |
 OP0822| OQ0607 SIOUX CENTER MUNICIPAL TANK         APPROX.15.2 KM 2793256.4 |
 OP0822| OQ0604 BOYDEN MUNICIPAL TANK               APPROX.14.9 KM 3554126.1 |
 OP0822|---------------------------------------------------------------------|
 OP0822
 OP0822                          SUPERSEDED SURVEY CONTROL
 OP0822
 OP0822  NAD 83(1996)-  43 03 28.39602(N)    095 59 33.77504(W) AD(       ) 1
 OP0822  NAD 83(1996)-  43 03 28.39379(N)    095 59 33.76949(W) AD(       ) 1
 OP0822  NAD 83(1986)-  43 03 28.39622(N)    095 59 33.76587(W) AD(       ) 1
 OP0822  NAD 27      -  43 03 28.44800(N)    095 59 32.70200(W) AD(       ) 1
 OP0822
 OP0822.Superseded values are not recommended for survey control.
 OP0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0822.See file dsdata.txt to determine how the superseded data were derived.
 OP0822
 OP0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH5629071591(NAD 83)
 OP0822_MARKER: DS = TRIANGULATION STATION DISK
 OP0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0822_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0822_STAMPING: BALKEMA 1934
 OP0822_MARK LOGO: CGS   
 OP0822_PROJECTION: RECESSED 5 CENTIMETERS
 OP0822_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0822+STABILITY: SURFACE MOTION
 OP0822
 OP0822  HISTORY     - Date     Condition        Report By
 OP0822  HISTORY     - 1934     MONUMENTED       CGS
 OP0822  HISTORY     - 19800910 GOOD             NGS
 OP0822
 OP0822                          STATION DESCRIPTION
 OP0822
 OP0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OP0822'STATION IS LOCATED ABOUT 4 MILES NORTH AND 3-1/2 MILES EAST
 OP0822'OF ORANGE CITY, IN THE SOUTHWEST QUARTER OF SEC. 12, T. 95 N.,
 OP0822'R. 44 W., ABOUT 0.4 MILE NORTH OF AN EAST-WEST ROAD ALONG
 OP0822'NORTH-SOUTH FENCE LINE BETWEEN TWO CULTIVATED FIELDS.
 OP0822'
 OP0822'TO REACH FROM ALTON POST OFFICE, GO NORTHEAST 0.25 MILE,
 OP0822'NORTHWEST 0.8 MILE, NORTH 4.0 MILES TO CROSSROADS, THEN EAST
 OP0822'1.25 MILES TO NORTH-SOUTH FENCE.  FOLLOW FENCE LINE NORTH
 OP0822'0.4 MILE TO STATION.
 OP0822'
 OP0822'REFERENCE MARK NO. 1 IS 27.700 METERS (90.88 FEET) SOUTH OF
 OP0822'STATION ALONG NORTH-SOUTH FENCE LINE.
 OP0822'
 OP0822'REFERENCE MARK NO. 2 IS 30.617 METERS (100.45 FEET), NORTH
 OP0822'OF STATION ALONG NORTH-SOUTH FENCE LINE.
 OP0822'
 OP0822'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE NORTHEAST OF STATION,
 OP0822'ON WEST SIDE OF ROAD, 30 FEET FROM CENTERLINE AND IN FENCE CORNER.
 OP0822'
 OP0822'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 OP0822
 OP0822                          STATION RECOVERY (1980)
 OP0822
 OP0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 OP0822'THE SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 OP0822'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE
 OP0822'MARKS AGREED WITH 1934 DATA.  THE DIRECTION TO REFERENCE MARK 1 WAS 48
 OP0822'SECONDS SMALLER AND THE DIRECTION TO REFERENCE MARK 2 WAS 36 SECONDS
 OP0822'LARGER.  THE DIRECTION TO THE AZIMUTH MARK WAS 3.1 SECONDS SMALLER.
 OP0822'DUE TO ROAD CHANGES A NEW DESCRIPTION FOLLOWS.
 OP0822'THE STATION IS LOCATED ABOUT 9-1/4 MILES SOUTH OF BOYDEN, 5 MILES (8.0
 OP0822'KM) NORTHEAST OF ORANGE CITY, 3/4 MILE SOUTHWEST OF NEWKIRK, 5 MILES
 OP0822'(8.0 KM) NORTH OF ALTON, IN THE SW1/4, SEC12, T95N, R44W AND ON
 OP0822'PROPERTY OWNED BY JOHN C BLOM, BOX 33A, HOSPER, IOWA 51238.
 OP0822'TO REACH THE STATION FROM THE POST OFFICE IN ALTON, GO NORTHEAST ON
 OP0822'STATE HIGHWAY 60 FOR 2.6 MILES (4.2 KM) TO SIOUX COUNTY ROAD L14 ON
 OP0822'THE LEFT.  TURN LEFT AND GO NORTH ON ROAD L14 FOR 3.25 MILES (5.23 KM)
 OP0822'TO A GRAVELED CROSSROAD.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD
 OP0822'FOR 0.75 MILE (1.21 KM) TO CREST OF A HILL AND THE STATION ON THE
 OP0822'RIGHT, 0.2 MILE (0.3 KM) NORTH ALONG A NORTH/SOUTH FENCELINE.  TO
 OP0822'REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE GRAVELED ROAD AND ROAD
 OP0822'L14, 0.75 MILE (1.21 KM) EAST OF THE NORTH/SOUTH FENCELINE, GO NORTH
 OP0822'ON ROAD L14 FOR 0.5 MILE (0.8 KM) TO THE MARK ON THE LEFT, AT A POINT
 OP0822'WHERE A POWERLINE CROSSES OVER THE ROAD.  THE STATION MAY BE ALSO BE
 OP0822'REACHED FROM THE JUNCTION OF SIOUX COUNTY ROADS L14 AND B40 AT
 OP0822'NEWKIRK, BY GOING SOUTH ON ROAD L14 FOR 0.5 MILE (0.8 KM) TO THE
 OP0822'AZIMUTH MARK ON THE RIGHT AT THE POWERLINE CROSSING.  CONTINUE SOUTH
 OP0822'ON ROAD L14 FOR 0.5 MILE (0.8 KM) TO THE GRAVELED CROSSROAD.  TURN
 OP0822'RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.75 MIL TO THE TOP OF THE
 OP0822'HILL, A NORTH/SOUTH FENCE LINE ON THE RIGHT AND THE STATION 0.2 MILE
 OP0822'(0.3 KM) NORTH ALONG THE FENCE.
 OP0822'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---BALKEMA 1934---,
 OP0822'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 2 INCHES BELOW THE
 OP0822'GROUND SURFACE.  IT IS UNDER THE FENCE AND IS 2.0 FT (0.6 M) SOUTH OF
 OP0822'A WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.  REFERENCE
 OP0822'MARK 1 IS A STANDARD DISK, STAMPED---BALKEMA NO 1 1934---, SET INTO
 OP0822'THE TOP OF A SQUARE CONCRETE POST THAT IS 4 INCHES BELOW THE GROUND
 OP0822'SURFACE.  IT IS 1 FOOT (0.3 M) NORTH OF A WITNESS POST AND 0.5 FOOT
 OP0822'(15.2 CM) EAST OF THE FENCE.  REFERENCE MARK 2 IS A STANDARD DISK,
 OP0822'STAMPED---BALKEMA NO 2 1934---, SET IN THE TOP OF A SQUARE CONCRETE
 OP0822'POST THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 1 FOOT (0.3 M)
 OP0822'SOUTH OF A WITNESS POST AND 1.0 FOOT (0.3 M) EAST OF THE FENCE.  THE
 OP0822'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BALKEMA AZ 1 1934---, SET
 OP0822'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS
 OP0822'122.4 FT (37.3 M) NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 86.0
 OP0822'FT (26.2 M) NORTH OF THE CENTERLINE OF A DRIVEWAY, 35.0 FT (10.7 M)
 OP0822'WEST OF THE CENTERLINE OF ROAD L14 AND 2.2 FT (0.7 M) SOUTH OF A
 OP0822'WITNESS POST.  REBAR WAS DRIVEN ALONGSIDE ALL MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2479 ***********************************************************************
 AI2479  DESIGNATION -  BALKEMA AZ MK
 AI2479  PID         -  AI2479
 AI2479  STATE/COUNTY-  IA/SIOUX
 AI2479  USGS QUAD   -  HOSPERS (1964)
 AI2479
 AI2479                         *CURRENT SURVEY CONTROL
 AI2479  ___________________________________________________________________
 AI2479* NAD 83(1996)-  43 03 46.22085(N)    095 58 41.09796(W)     ADJUSTED  
 AI2479* NAVD 88     -       428.6    (meters)    1406.     (feet)  VERTCON   
 AI2479  ___________________________________________________________________
 AI2479  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 AI2479  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AI2479
 AI2479  HORZ ORDER  -  THIRD
 AI2479
 AI2479.The horizontal coordinates were established by classical geodetic methods
 AI2479.and adjusted by the National Geodetic Survey in January 2003..
 AI2479
 AI2479.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI2479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI2479
 AI2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2479
 AI2479.The geoid height was determined by GEOID03.
 AI2479
 AI2479;                    North         East     Units Scale Factor Converg.
 AI2479;SPC IA N     - 1,176,556.235 1,298,175.912   MT  0.99996912   -1 40 46.2
 AI2479;UTM  15      - 4,772,098.185   257,501.351   MT  1.00032348   -2 02 03.9
 AI2479;UTM  14      - 4,772,225.919   746,068.218   MT  1.00034494   +2 03 51.8
 AI2479
 AI2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2479!SPC IA N     -   0.99993697  x   0.99996912  =   0.99990609
 AI2479!UTM  15      -   0.99993697  x   1.00032348  =   1.00026043
 AI2479!UTM  14      -   0.99993697  x   1.00034494  =   1.00028189
 AI2479
 AI2479                          SUPERSEDED SURVEY CONTROL
 AI2479
 AI2479  NGVD 29 (01/21/03)  428.5    (m)         1406.     (f) VERT ANG       
 AI2479
 AI2479.Superseded values are not recommended for survey control.
 AI2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2479.See file dsdata.txt to determine how the superseded data were derived.
 AI2479
 AI2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH5750172098(NAD 83)
 AI2479_MARKER: DZ = AZIMUTH MARK DISK
 AI2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2479_STAMPING: BALKEMA AZ 1 1934
 AI2479_MARK LOGO: CGS   
 AI2479_PROJECTION: PROJECTING 15 CENTIMETERS
 AI2479_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2479+STABILITY: SURFACE MOTION
 AI2479
 AI2479  HISTORY     - Date     Condition        Report By
 AI2479  HISTORY     - 1934     MONUMENTED       CGS
 AI2479  HISTORY     - 19800621 GOOD             NGS
 AI2479
 AI2479                          STATION DESCRIPTION
 AI2479
 AI2479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AI2479'THE STATION IS ABOUT 9 MILES (14.5 KM) SOUTH OF BOYDEN, 5 MILES (8.0
 AI2479'KM) NORTHEAST OF ORANGE CITY, 5-1/2 MILES NORTH OF ALTON, 1/2 MILE
 AI2479'SOUTH OF NEWKIRK AND ON THE WEST RIGHT-OF-WAY OF SIOUX COUNTY ROAD
 AI2479'L14.  TO REACH THE STATION FROM THE JUNCTION OF SIOUX COUNTY ROADS L14
 AI2479'AND B40, AT NEWKIRK, GO SOUTH ON ROAD L14 FOR 0.5 MILE (0.8 KM) TO AN
 AI2479'OVERHEAD POWERLINE CROSSING AND THE MARK ON THE RIGHT.  THE MARK IS A
 AI2479'STANDARD DISK, STAMPED---BALKEMA AZ 1 1934---, SET IN THE TOP OF A
 AI2479'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 122.4 FT (37.3 M)
 AI2479'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 86.0 FT (26.2 M) NORTH
 AI2479'OF THE CENTERLINE OF A DRIVEWAY, 35.0 FT (10.7 M) WEST OF THE
 AI2479'CENTERLINE OF ROAD L14 AND 2.2 FT (0.7 M) SOUTH OF A WITNESS POST.
 AI2479'REBAR WAS DRIVED ALONGSIDE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0952 ***********************************************************************
 NJ0952  DESIGNATION -  BALLTOWN ST FRANCIS CATH CH
 NJ0952  PID         -  NJ0952
 NJ0952  STATE/COUNTY-  IA/DUBUQUE
 NJ0952  USGS QUAD   -  BALLTOWN (1972)
 NJ0952
 NJ0952                         *CURRENT SURVEY CONTROL
 NJ0952  ___________________________________________________________________
 NJ0952* NAD 83(1996)-  42 38 14.04587(N)    090 52 06.97928(W)     ADJUSTED  
 NJ0952* NAVD 88     -                                                        
 NJ0952  ___________________________________________________________________
 NJ0952  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 NJ0952  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 NJ0952
 NJ0952  HORZ ORDER  -  THIRD
 NJ0952
 NJ0952.The horizontal coordinates were established by classical geodetic methods
 NJ0952.and adjusted by the National Geodetic Survey in May 1999..
 NJ0952
 NJ0952
 NJ0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0952
 NJ0952.The geoid height was determined by GEOID03.
 NJ0952
 NJ0952;                    North         East     Units Scale Factor Converg.
 NJ0952;SPC IA N     - 1,129,678.412 1,715,777.811   MT  0.99994551   +1 47 00.3
 NJ0952;SPC WI S     -    71,162.877   528,757.646   MT  1.00002076   -0 35 48.6
 NJ0952;SPC WI S     -   233,473.54  1,734,765.71   sFT  1.00002076   -0 35 48.6
 NJ0952;UTM  15      - 4,722,733.778   674,748.373   MT  0.99997571   +1 26 38.7
 NJ0952
 NJ0952                          SUPERSEDED SURVEY CONTROL
 NJ0952
 NJ0952  NAD 83(1996)-  42 38 14.04588(N)    090 52 06.97928(W) AD(       ) 4
 NJ0952  NAD 83(1996)-  42 38 14.04141(N)    090 52 06.97386(W) AD(       ) 4
 NJ0952  NAD 83(1986)-  42 38 14.04109(N)    090 52 06.97535(W) AD(       ) 4
 NJ0952  NAD 27      -  42 38 14.06200(N)    090 52 06.51700(W) AD(       ) 3
 NJ0952
 NJ0952.Superseded values are not recommended for survey control.
 NJ0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0952.See file dsdata.txt to determine how the superseded data were derived.
 NJ0952
 NJ0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7474822734(NAD 83)
 NJ0952_MARKER: 90 = CHURCH SPIRE
 NJ0952
 NJ0952  HISTORY     - Date     Condition        Report By
 NJ0952  HISTORY     - 1931     FIRST OBSERVED   CGS
 NJ0952  HISTORY     - 20010331 GOOD             NGS
 NJ0952  HISTORY     - 20060819 MARK NOT FOUND   GEOCAC
 NJ0952
 NJ0952                          STATION DESCRIPTION
 NJ0952
 NJ0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0952'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0952
 NJ0952                          STATION RECOVERY (2006)
 NJ0952
 NJ0952'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0952'OLD CHURCH HAS BEEN DISMANTLED AND A NEW CHURCH BUILT ON THE SITE.
 NJ0952'BELL AND CORNERSTONE FROM OLD CHURCH ARE PRESERVED IN A DISPLAY TO THE
 NJ0952'SIDE OF THE NEW CHURCH.  THIS INTERSECTION STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0813 ***********************************************************************
 LD0813  DESIGNATION -  BALTIMORE
 LD0813  PID         -  LD0813
 LD0813  STATE/COUNTY-  IA/HENRY
 LD0813  USGS QUAD   -  LOWELL (1981)
 LD0813
 LD0813                         *CURRENT SURVEY CONTROL
 LD0813  ___________________________________________________________________
 LD0813* NAD 83(1996)-  40 52 14.84730(N)    091 26 25.96889(W)     ADJUSTED  
 LD0813* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 LD0813  ___________________________________________________________________
 LD0813  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 LD0813  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 LD0813
 LD0813  HORZ ORDER  -  FIRST
 LD0813
 LD0813.The horizontal coordinates were established by classical geodetic methods
 LD0813.and adjusted by the National Geodetic Survey in May 1999..
 LD0813
 LD0813.The orthometric height was scaled from a topographic map.
 LD0813
 LD0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0813
 LD0813.The geoid height was determined by GEOID03.
 LD0813
 LD0813;                    North         East     Units Scale Factor Converg.
 LD0813;SPC IA S     -    98,754.812   673,588.082   MT  0.99996487   +1 21 23.6
 LD0813;UTM  15      - 4,525,584.155   631,410.543   MT  0.99981255   +1 01 14.1
 LD0813
 LD0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0813!SPC IA S     -   0.99996912  x   0.99996487  =   0.99993399
 LD0813!UTM  15      -   0.99996912  x   0.99981255  =   0.99978167
 LD0813
 LD0813|---------------------------------------------------------------------|
 LD0813| PID    Reference Object                     Distance      Geod. Az  |
 LD0813|                                                           dddmmss.s |
 LD0813| CL8872 BALTIMORE RM 1                       34.695 METERS 01616     |
 LD0813| LD0815 NEW LONDON MUN P AND L S STK        APPROX. 7.2 KM 0325554.0 |
 LD0813| LD0811 DANVILLE DES MOINES FARM ELEV       APPROX.11.0 KM 0940611.9 |
 LD0813| CL8871 BALTIMORE AZ MK                                    1862304.0 |
 LD0813| CL8873 BALTIMORE RM 2                       25.662 METERS 26118     |
 LD0813| LD0864 MT PLEASANT MUNICIPAL TANK          APPROX.14.4 KM 3172703.2 |
 LD0813| LD0865 MT PLEASANT ST MENTAL INST TK       APPROX.12.4 KM 3182506.5 |
 LD0813| LD0861 MT PLEASANT ST MENTAL INST STK      APPROX.12.2 KM 3185132.5 |
 LD0813| LD0863 MT PLEASANT SHEAFFER PEN CO TK      APPROX.14.4 KM 3205717.4 |
 LD0813| LD0857 MT PLEASANT SE ELEC ASSOC MST       APPROX.13.4 KM 3211255.6 |
 LD0813|---------------------------------------------------------------------|
 LD0813
 LD0813                          SUPERSEDED SURVEY CONTROL
 LD0813
 LD0813  NAD 83(1986)-  40 52 14.85386(N)    091 26 25.97972(W) AD(       ) 1
 LD0813  NAD 27      -  40 52 14.73660(N)    091 26 25.43390(W) AD(       ) 1
 LD0813
 LD0813.Superseded values are not recommended for survey control.
 LD0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0813.See file dsdata.txt to determine how the superseded data were derived.
 LD0813
 LD0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF3141125584(NAD 83)
 LD0813_MARKER: DS = TRIANGULATION STATION DISK
 LD0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LD0813
 LD0813  HISTORY     - Date     Condition        Report By
 LD0813  HISTORY     - 1955     MONUMENTED       CGS
 LD0813
 LD0813                          STATION DESCRIPTION
 LD0813
 LD0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0813'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF A SMALL
 LD0813'PASTURE LOT ON PROPERTY OWNED BY MR. EARL SKINNER.  IT IS
 LD0813'ABOUT 7 MILES AIRLINE WEST OF DANVILLE AND ABOUT 4 MILES
 LD0813'AIRLINE SOUTH-SOUTHWEST OF NEW LONDON.
 LD0813'
 LD0813'TO REACH FROM THE U.S. POST OFFICE IN NEW LONDON, GO WEST ON
 LD0813'U.S. HIGHWAY 34 FOR 0.15 MILE TO A CROSS ROAD.  TURN LEFT AND
 LD0813'GO SOUTH ON GRAVEL ROAD FOR 3.2 MILES TO A FORK.  TAKE LEFT
 LD0813'FORK AND GO SOUTH AND WEST ON MAIN ROAD FOR 1.6 MILES TO THE
 LD0813'STATION ON WEST SIDE OF ROAD.
 LD0813'
 LD0813'THE STATION MARK IS A STANDARD DISK STAMPED BALTIMORE 1955,
 LD0813'SET IN THE TOP OF A 14-INCH-DIAMETER CONCRETE CYLINDER 18 INCHES
 LD0813'BELOW GROUND SURFACE.  IT IS 13.6 FEET NORTH OF AN EAST-WEST
 LD0813'FENCE LINE, 13.6 FEET WEST OF A NORTH-SOUTH FENCE LINE, 16.6
 LD0813'FEET NORTHWEST OF A STANDARD WITNESS POST, AND 250 FEET SOUTHWEST
 LD0813'OF MR. SKINNERS HOUSE.
 LD0813'
 LD0813'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BALTIMORE
 LD0813'NO 1 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LD0813'THAT PROJECTS 3 INCHES.  IT IS 1 FOOT WEST OF THE SOUTHWEST
 LD0813'CORNER OF A GARAGE AND AT THE SAME ELEVATION AS THE STATION.
 LD0813'
 LD0813'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BALTIMORE
 LD0813'NO 2 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LD0813'THAT PROJECTS 2 INCHES.  IT IS 3 FEET NORTH OF A LARGE OAK
 LD0813'TREE, 10 INCHES NORTH OF A FENCE LINE, AND AT THE SAME ELEVATION
 LD0813'AS THE STATION.
 LD0813'
 LD0813'THE AZIMUTH MARK IS LOCATED IN THE SOUTHEAST CORNER OF A FIELD
 LD0813'OWNED BY MR. TOM MARTIN AND IS ACROSS THE ROAD FROM HIS FARM HOME.
 LD0813'THE MARK IS A STANDARD DISK STAMPED BALTIMORE 1955, SET IN THE
 LD0813'TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 LD0813'INCHES.  IT IS 48 FEET WEST OF THE CENTER LINE OF A GRAVEL
 LD0813'ROAD, 8 FEET WEST OF A FENCE CORNER, AND 1 FOOT NORTH OF A
 LD0813'FENCE LINE.  TO REACH FROM THE STATION, GO SOUTH ON GRAVEL
 LD0813'ROAD FOR 0.25 MILE TO A FARM HOUSE ON THE LEFT AND THE AZIMUTH
 LD0813'MARK IN THE SOUTHEAST CORNER OF A FIELD ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0993 ***********************************************************************
 OP0993  DESIGNATION -  BANCROFT MUN TANK
 OP0993  PID         -  OP0993
 OP0993  STATE/COUNTY-  IA/KOSSUTH
 OP0993  USGS QUAD   -  BANCROFT (1972)
 OP0993
 OP0993                         *CURRENT SURVEY CONTROL
 OP0993  ___________________________________________________________________
 OP0993* NAD 83(1996)-  43 17 37.41814(N)    094 13 01.64507(W)     ADJUSTED  
 OP0993* NAVD 88     -       381.     (meters)    1250.     (feet)  VERTCON   
 OP0993  ___________________________________________________________________
 OP0993  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 OP0993  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 OP0993
 OP0993  HORZ ORDER  -  THIRD
 OP0993
 OP0993.The horizontal coordinates were established by classical geodetic methods
 OP0993.and adjusted by the National Geodetic Survey in May 1999..
 OP0993
 OP0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0993
 OP0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0993
 OP0993.The geoid height was determined by GEOID03.
 OP0993
 OP0993;                    North         East     Units Scale Factor Converg.
 OP0993;SPC IA N     - 1,199,495.256 1,441,804.759   MT  1.00000506   -0 29 09.7
 OP0993;UTM  15      - 4,794,152.723   401,267.667   MT  0.99971991   -0 50 04.9
 OP0993
 OP0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0993!SPC IA N     -   0.99994474  x   1.00000506  =   0.99994980
 OP0993!UTM  15      -   0.99994474  x   0.99971991  =   0.99966466
 OP0993
 OP0993                          SUPERSEDED SURVEY CONTROL
 OP0993
 OP0993  NAD 83(1996)-  43 17 37.41806(N)    094 13 01.64506(W) AD(       ) 4
 OP0993  NAD 83(1986)-  43 17 37.40741(N)    094 13 01.63696(W) AD(       ) 4
 OP0993  NAD 27      -  43 17 37.53908(N)    094 13 00.76915(W) AD(       ) 3
 OP0993  NGVD 29 (07/19/86)  381.     (m)         1250.     (f) VERT ANG       
 OP0993
 OP0993.Superseded values are not recommended for survey control.
 OP0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0993.See file dsdata.txt to determine how the superseded data were derived.
 OP0993
 OP0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0126894153(NAD 83)
 OP0993_MARKER: 53 = ELEVATED TANK
 OP0993
 OP0993  HISTORY     - Date     Condition        Report By
 OP0993  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP0993
 OP0993                          STATION DESCRIPTION
 OP0993
 OP0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0993'THE BANCROFT MUNICIPAL WATER TANK IS LOCATED IN THE NORTHEAST
 OP0993'SECTION OF TOWN, AT THE WATER WORKS, AT EAST GROVE AND NORTH
 OP0993'SUMMIT STREETS, IN SECTION 24, T 98 N, R 29 W.
 OP0993'
 OP0993'THE TANK IS PAINTED SILVER, WITH A RED CONICAL ROOF, 4 I-BEAM
 OP0993'LEGS, 100 FEET HIGH, WITH A BALL AND ROD AT THE APEX, AND
 OP0993'THE LEGEND BANCROFT ON THE SIDE.
 OP0993'
 OP0993'THE POINT INTERSECTED WAS THE BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0992 ***********************************************************************
 OP0992  DESIGNATION -  BANCROFT ST JOHN CATH CH DOME
 OP0992  PID         -  OP0992
 OP0992  STATE/COUNTY-  IA/KOSSUTH
 OP0992  USGS QUAD   -  BANCROFT (1972)
 OP0992
 OP0992                         *CURRENT SURVEY CONTROL
 OP0992  ___________________________________________________________________
 OP0992* NAD 83(1996)-  43 17 28.34174(N)    094 12 58.68968(W)     ADJUSTED  
 OP0992* NAVD 88     -       390.     (meters)    1280.     (feet)  VERTCON   
 OP0992  ___________________________________________________________________
 OP0992  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 OP0992  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 OP0992
 OP0992  HORZ ORDER  -  THIRD
 OP0992
 OP0992.The horizontal coordinates were established by classical geodetic methods
 OP0992.and adjusted by the National Geodetic Survey in May 1999..
 OP0992
 OP0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0992
 OP0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0992
 OP0992.The geoid height was determined by GEOID03.
 OP0992
 OP0992;                    North         East     Units Scale Factor Converg.
 OP0992;SPC IA N     - 1,199,214.596 1,441,869.004   MT  1.00000458   -0 29 07.7
 OP0992;UTM  15      - 4,793,871.757   401,330.186   MT  0.99971976   -0 50 02.7
 OP0992
 OP0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0992!SPC IA N     -   0.99994333  x   1.00000458  =   0.99994791
 OP0992!UTM  15      -   0.99994333  x   0.99971976  =   0.99966310
 OP0992
 OP0992                          SUPERSEDED SURVEY CONTROL
 OP0992
 OP0992  NAD 83(1996)-  43 17 28.34168(N)    094 12 58.68967(W) AD(       ) 4
 OP0992  NAD 83(1986)-  43 17 28.33075(N)    094 12 58.68159(W) AD(       ) 4
 OP0992  NAD 27      -  43 17 28.47186(N)    094 12 57.81461(W) AD(       ) 3
 OP0992  NGVD 29 (07/19/86)  390.     (m)         1280.     (f) VERT ANG       
 OP0992
 OP0992.Superseded values are not recommended for survey control.
 OP0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0992.See file dsdata.txt to determine how the superseded data were derived.
 OP0992
 OP0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0133093872(NAD 83)
 OP0992_MARKER: 87 = DOME
 OP0992
 OP0992  HISTORY     - Date     Condition        Report By
 OP0992  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP0992
 OP0992                          STATION DESCRIPTION
 OP0992
 OP0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0992'THE BANCROFT ST JOHN THE BAPTIST CATHOLIC CHURCH DOME IS
 OP0992'LOCATED IN THE SOUTHEAST SECTION OF TOWN AT SOUTH SUMMIT AND
 OP0992'EAST CENTER STREETS, IN SECTION 24, T 98 N, R 29 W.
 OP0992'
 OP0992'THE DOME IS ABOUT 125 FEET HIGH, TAN BRICK WITH A GREEN COPPER
 OP0992'ROOF, AND A 3 FOOT CROSS AT THE APEX.
 OP0992'
 OP0992'THE POINT INTERSECTED WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0471 ***********************************************************************
 NK0471  DESIGNATION -  BANKS
 NK0471  PID         -  NK0471
 NK0471  STATE/COUNTY-  IA/FAYETTE
 NK0471  USGS QUAD   -  SUMNER (1971)
 NK0471
 NK0471                         *CURRENT SURVEY CONTROL
 NK0471  ___________________________________________________________________
 NK0471* NAD 83(1996)-  42 49 07.95182(N)    092 03 07.23303(W)     ADJUSTED  
 NK0471* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 NK0471  ___________________________________________________________________
 NK0471  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 NK0471  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 NK0471
 NK0471  HORZ ORDER  -  FIRST
 NK0471
 NK0471.The horizontal coordinates were established by classical geodetic methods
 NK0471.and adjusted by the National Geodetic Survey in May 1999..
 NK0471
 NK0471.The orthometric height was scaled from a topographic map.
 NK0471
 NK0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0471
 NK0471.The geoid height was determined by GEOID03.
 NK0471
 NK0471;                    North         East     Units Scale Factor Converg.
 NK0471;SPC IA N     - 1,147,510.894 1,618,404.940   MT  0.99994884   +0 58 52.9
 NK0471;UTM  15      - 4,741,137.319   577,496.019   MT  0.99967388   +0 38 39.7
 NK0471
 NK0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0471!SPC IA N     -   0.99995151  x   0.99994884  =   0.99990035
 NK0471!UTM  15      -   0.99995151  x   0.99967388  =   0.99962540
 NK0471
 NK0471:                Primary Azimuth Mark                     Grid Az
 NK0471:SPC IA N     -  BANKS AZ MK                              058 16 32.8
 NK0471:UTM  15      -  BANKS AZ MK                              058 36 46.0
 NK0471
 NK0471|---------------------------------------------------------------------|
 NK0471| PID    Reference Object                     Distance      Geod. Az  |
 NK0471|                                                           dddmmss.s |
 NK0471| CI5073 BANKS AZ MK                                        0591525.7 |
 NK0471| CI5074 BANKS RM 1                           28.355 METERS 11059     |
 NK0471| CI5075 BANKS RM 2                           25.116 METERS 17301     |
 NK0471|---------------------------------------------------------------------|
 NK0471
 NK0471                          SUPERSEDED SURVEY CONTROL
 NK0471
 NK0471  NAD 83(1996)-  42 49 07.95157(N)    092 03 07.23278(W) AD(       ) 1
 NK0471  NAD 83(1986)-  42 49 07.94335(N)    092 03 07.23338(W) AD(       ) 1
 NK0471  NAD 27      -  42 49 08.01360(N)    092 03 06.60690(W) AD(       ) 1
 NK0471
 NK0471.Superseded values are not recommended for survey control.
 NK0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0471.See file dsdata.txt to determine how the superseded data were derived.
 NK0471
 NK0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7749641137(NAD 83)
 NK0471_MARKER: DS = TRIANGULATION STATION DISK
 NK0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0471_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0471
 NK0471  HISTORY     - Date     Condition        Report By
 NK0471  HISTORY     - 1960     MONUMENTED       CGS
 NK0471  HISTORY     - 1961     GOOD             CGS
 NK0471
 NK0471                          STATION DESCRIPTION
 NK0471
 NK0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JSM)
 NK0471'THE STATION IS LOCATED ABOUT 4 3/4 MILES NE OF WESTGATE, 3
 NK0471'MILES SE OF SUMMER, AND IN THE SOUTH PART OF SECTION 32, T 93 N,
 NK0471'R 10 W.  THE STATION IS ON PROPERTY OWNED BY MR. BOWLING WHO LIVES IN
 NK0471'SUMMER.
 NK0471'
 NK0471'TO REACH THE STATION FROM THE POST OFFICE IN SUMMER, GO SOUTH FOR
 NK0471'0.05 MILE TO THE INTERSECTION OF CARPENTER AND FIRST ST.  TURN LEFT
 NK0471'AND GO EAST ON FIRST ST. (STATE HWY 93) FOR 2.8 MILES TO CROSSROADS.
 NK0471'TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 2.0 MILES TO CROSSROADS.
 NK0471'TURN RIGHT AND GO WEST ON A GRAVEL ROAD FOR 0.4 MILES TO A DRIVEWAY
 NK0471'ON THE RIGHT.  TURN RIGHT AND GO NW FOR ABOUT 300 FEET TO THE STATION
 NK0471'SITE.
 NK0471'
 NK0471'STATION MARKS ARE STANDARD DISKS STAMPED BANKS 1960.  THE SURFACE
 NK0471'DISK IS SET IN CONCRETE AT THE CENTER OF AN 8-INCH CYLINDER WHICH
 NK0471'PROJECTS 1-INCH.  IT IS 14 FEET SOUTH OF AN E-W FENCE, 68.4 FEET
 NK0471'NORTH OF THE NE CORNER OF A WHITE HOUSE, 47.5 FEET EAST OF A CORNER
 NK0471'FENCE POST, 39.5 FEET WEST OF THE WEST SIDE OF A CORN CRIB, 51 FEET
 NK0471'NW OF A 4 FOOT SILVER POPLAR TREE.  A STANDARD METAL WITNESS POST
 NK0471'WAS SET 16 FEET NE OF THE STATION.  THE UNDERGROUND MARK IS SET AT
 NK0471'THE CENTER OF AN IRREGULAR MASS OF CONCRETE 30-INCHES BELOW THE
 NK0471'SURFACE OF THE GROUND.
 NK0471'
 NK0471'NO OTHER MARKS WERE ESTABLISHED BY THIS PARTY.
 NK0471
 NK0471                          STATION RECOVERY (1961)
 NK0471
 NK0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NK0471'THE STATION WAS SET IN 1960 BY THE GEODIMETER PARTY.  A
 NK0471'COMPLETE NEW DESCRIPTION FOLLOWS--
 NK0471'
 NK0471'THE STATION IS ABOUT 4-3/4 MILES NORTHWEST OF WESTGATE, ABOUT
 NK0471'3-1/2 MILES SOUTHEAST OF SUMNER, IN THE SOUTH PART OF SEC.
 NK0471'32, T. 93 N., R. 10 W., AND ON THE PROPERTY OF MR. C.M. BOWLING.
 NK0471'IT IS 68 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME HOUSE,
 NK0471'53 FEET NORTHWEST OF A 48 INCH TREE, 45 FEET EAST OF A WIRE
 NK0471'FENCE, 39 FEET WEST OF THE WEST EDGE OF A CORN CRIB, 15 FEET
 NK0471'SOUTHWEST OF A WITNESS POST AND 13 FEET SOUTH OF A WIRE
 NK0471'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BANKS
 NK0471'1960.
 NK0471'
 NK0471'TO REACH FROM THE INTERSECTION OF CARPENTER AND FIRST STREETS
 NK0471'ABOUT 0.05 MILE SOUTH OF THE POST OFFICE IN SUMNER, GO EAST
 NK0471'ON FIRST STREET (STATE HIGHWAY 93) FOR 2.8 MILES TO A CROSSROAD.
 NK0471'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 1.7 MILES TO
 NK0471'A DRIVEWAY AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH
 NK0471'ON THE GRAVELED ROAD FOR 0.3 MILE TO A CROSSROAD.  TURN
 NK0471'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.45 MILE TO A HOUSE
 NK0471'AND THE STATION ON THE RIGHT.
 NK0471'
 NK0471'REFERENCE MARK 1 IS 48 FEET SOUTH OF THE NORTHWEST CORNER
 NK0471'OF A LARGE CONCRETE BLOCK BARN, 31 FEET SOUTHEAST OF THE
 NK0471'SOUTHEAST CORNER OF THE CORN CRIB AND 4 FEET WEST OF THE
 NK0471'WEST SIDE OF THE BARN.  THE MONUMENT PROJECTS 4 INCHES AND
 NK0471'THE DISK IS STAMPED BANKS NO 1 1960.
 NK0471'
 NK0471'REFERENCE MARK 2 IS 16 FEET SOUTHEAST OF THE NORTHEAST CORNER
 NK0471'OF THE FRAME HOUSE, 13 FEET WEST OF A POWER POLE WITH A
 NK0471'TRANSFORMER AND A YARD LIGHT AND 8 FEET EAST OF THE EAST
 NK0471'SIDE OF THE FRAME HOUSE.  THE MONUMENT IS FLUSH AND THE
 NK0471'DISK IS STAMPED BANKS NO 2 1960.
 NK0471'
 NK0471'THE AZIMUTH MARK IS 38 FEET EAST OF THE CENTERLINE OF A
 NK0471'GRAVELED ROAD, 15 FEET NORTH OF A TELEPHONE POLE, 15 FEET
 NK0471'WEST OF A POWER POLE, 14 FEET SOUTH OF THE CENTERLINE OF
 NK0471'A DRIVEWAY, 14 FEET NORTH OF A WITNESS POST AND 2 FEET
 NK0471'SOUTHWEST OF A FENCE CORNER.  THE MONUMENT IS FLUSH AND THE
 NK0471'DISK IS STAMPED BANKS 1960.
 NK0471'
 NK0471'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0955 ***********************************************************************
 NJ0955  DESIGNATION -  BANKSTON ST CLEMENTS CATH CH
 NJ0955  PID         -  NJ0955
 NJ0955  STATE/COUNTY-  IA/DUBUQUE
 NJ0955  USGS QUAD   -  HOLY CROSS (1957)
 NJ0955
 NJ0955                         *CURRENT SURVEY CONTROL
 NJ0955  ___________________________________________________________________
 NJ0955* NAD 83(1996)-  42 31 07.00356(N)    090 57 42.52143(W)     ADJUSTED  
 NJ0955* NAVD 88     -                                                        
 NJ0955  ___________________________________________________________________
 NJ0955  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 NJ0955  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 NJ0955
 NJ0955  HORZ ORDER  -  THIRD
 NJ0955
 NJ0955.The horizontal coordinates were established by classical geodetic methods
 NJ0955.and adjusted by the National Geodetic Survey in May 1999..
 NJ0955
 NJ0955
 NJ0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0955
 NJ0955.The geoid height was determined by GEOID03.
 NJ0955
 NJ0955;                    North         East     Units Scale Factor Converg.
 NJ0955;SPC IA N     - 1,116,274.200 1,708,532.672   MT  0.99994874   +1 43 12.9
 NJ0955;SPC WI S     -    58,070.030   520,961.280   MT  1.00005021   -0 39 39.1
 NJ0955;SPC WI S     -   190,518.09  1,709,187.13   sFT  1.00005021   -0 39 39.1
 NJ0955;UTM  15      - 4,709,372.734   667,423.507   MT  0.99994488   +1 22 40.0
 NJ0955
 NJ0955                          SUPERSEDED SURVEY CONTROL
 NJ0955
 NJ0955  NAD 83(1996)-  42 31 07.00360(N)    090 57 42.52144(W) AD(       ) 4
 NJ0955  NAD 83(1996)-  42 31 06.99907(N)    090 57 42.51265(W) AD(       ) 4
 NJ0955  NAD 83(1986)-  42 31 06.99626(N)    090 57 42.51546(W) AD(       ) 4
 NJ0955  NAD 27      -  42 31 06.99700(N)    090 57 42.06100(W) AD(       ) 3
 NJ0955
 NJ0955.Superseded values are not recommended for survey control.
 NJ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0955.See file dsdata.txt to determine how the superseded data were derived.
 NJ0955
 NJ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6742409373(NAD 83)
 NJ0955_MARKER: 90 = CHURCH SPIRE
 NJ0955
 NJ0955  HISTORY     - Date     Condition        Report By
 NJ0955  HISTORY     - 1931     FIRST OBSERVED   CGS
 NJ0955  HISTORY     - 20010331 GOOD             NGS
 NJ0955
 NJ0955                          STATION DESCRIPTION
 NJ0955
 NJ0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0955'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0479 ***********************************************************************
 NK0479  DESIGNATION -  BARKER
 NK0479  PID         -  NK0479
 NK0479  STATE/COUNTY-  IA/CHICKASAW
 NK0479  USGS QUAD   -  FREDERICKSBURG (1971)
 NK0479
 NK0479                         *CURRENT SURVEY CONTROL
 NK0479  ___________________________________________________________________
 NK0479* NAD 83(1996)-  42 55 17.68542(N)    092 13 07.48535(W)     ADJUSTED  
 NK0479* NAVD 88     -       336.     (meters)    1102.     (feet)  SCALED    
 NK0479  ___________________________________________________________________
 NK0479  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 NK0479  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 NK0479
 NK0479  HORZ ORDER  -  FIRST
 NK0479
 NK0479.The horizontal coordinates were established by classical geodetic methods
 NK0479.and adjusted by the National Geodetic Survey in May 1999..
 NK0479
 NK0479.The orthometric height was scaled from a topographic map.
 NK0479
 NK0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0479
 NK0479.The geoid height was determined by GEOID03.
 NK0479
 NK0479;                    North         East     Units Scale Factor Converg.
 NK0479;SPC IA N     - 1,158,698.331 1,604,598.769   MT  0.99995517   +0 52 06.1
 NK0479;UTM  15      - 4,752,402.405   563,759.802   MT  0.99965001   +0 31 55.4
 NK0479
 NK0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0479!SPC IA N     -   0.99995215  x   0.99995517  =   0.99990732
 NK0479!UTM  15      -   0.99995215  x   0.99965001  =   0.99960218
 NK0479
 NK0479:                Primary Azimuth Mark                     Grid Az
 NK0479:SPC IA N     -  FREDERICKSBURG MUNICIPAL TANK            016 27 55.3
 NK0479:UTM  15      -  FREDERICKSBURG MUNICIPAL TANK            016 48 06.0
 NK0479
 NK0479|---------------------------------------------------------------------|
 NK0479| PID    Reference Object                     Distance      Geod. Az  |
 NK0479|                                                           dddmmss.s |
 NK0479| NK0478 FREDERICKSBURG MUNICIPAL TANK       APPROX. 5.0 KM 0172001.4 |
 NK0479| CI5076 BARKER AZ MK                                       0414518.5 |
 NK0479| NK0470 HAWKEYE                             APPROX.14.9 KM 0901816.3 |
 NK0479| NK0473 SUMNER MUNICIPAL TANK               APPROX.12.9 KM 1294806.0 |
 NK0479| NK0510 TRIPOLI MUNICIPAL TANK              APPROX.12.7 KM 1945611.1 |
 NK0479| NK0512 BREMER COUNTY FARM TANK             APPROX.19.4 KM 2064211.7 |
 NK0479| CI5077 BARKER RM 1                          38.798 METERS 28219     |
 NK0479| OO0923 NEW HAMPTON ST MARYS CATH CH        APPROX.16.9 KM 3314604.9 |
 NK0479| OO0920 NEW HAMPTON ST JOSEPHS CATH CH      APPROX.17.6 KM 3321321.5 |
 NK0479| OO0919 NEW HAMPTON ST PAUL EV LUTH CH      APPROX.16.8 KM 3325024.4 |
 NK0479| OO0922 NEW HAMPTON MUN WTR WORKS TANK      APPROX.17.1 KM 3330745.5 |
 NK0479| OO0921 NEW HAMPTON MUN WTR WORKS STK       APPROX.17.1 KM 3331058.8 |
 NK0479| CI5078 BARKER RM 2                          32.367 METERS 35926     |
 NK0479|---------------------------------------------------------------------|
 NK0479
 NK0479                          SUPERSEDED SURVEY CONTROL
 NK0479
 NK0479  NAD 83(1996)-  42 55 17.68517(N)    092 13 07.48531(W) AD(       ) 1
 NK0479  NAD 83(1986)-  42 55 17.67747(N)    092 13 07.48528(W) AD(       ) 1
 NK0479  NAD 27      -  42 55 17.75400(N)    092 13 06.84900(W) AD(       ) 1
 NK0479
 NK0479.Superseded values are not recommended for survey control.
 NK0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0479.See file dsdata.txt to determine how the superseded data were derived.
 NK0479
 NK0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH6376052402(NAD 83)
 NK0479_MARKER: DS = TRIANGULATION STATION DISK
 NK0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0479_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0479
 NK0479  HISTORY     - Date     Condition        Report By
 NK0479  HISTORY     - 1934     MONUMENTED       CGS
 NK0479  HISTORY     - 1969     GOOD             USGS
 NK0479  HISTORY     - 1970     GOOD             NGS
 NK0479
 NK0479                          STATION DESCRIPTION
 NK0479
 NK0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0479'STATION IS ABOUT 3 MILES SSW OF FREDERICKSBURG IN THE SW CORNER
 NK0479'OF SEC. 25, T 94 N, R 12 W, ON THE GROUNDS OF THE BARKER SCHOOL.
 NK0479'
 NK0479'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0479'BRONZE DISKS SET IN CONCRETE.
 NK0479'
 NK0479'THE STATION MARK IS SET IN THE E EDGE OF THE YARD NEAR THE
 NK0479'SE CORNER, 118 FEET S OF THE NE CORNER OF THE SCHOOLYARD, 46
 NK0479'FEET N OF THE CENTER LINE OF E-W ROAD, 47 FEET SE OF THE SE
 NK0479'CORNER OF THE SCHOOL, 15 FEET N OF THE SE CORNER OF THE YARD,
 NK0479'AND PROJECTS 5 INCHES.
 NK0479'
 NK0479'REFERENCE MARK NO. 1 IS WNW OF THE STATION, 8 FEET E OF THE
 NK0479'FENCE LINE, 71 FEET W OF THE SW CORNER OF THE SCHOOLHOUSE AND
 NK0479'IS FLUSH WITH THE SURFACE OF THE GROUND.
 NK0479'
 NK0479'REFERENCE MARK NO. 2 IS N OF THE STATION ON THE E EDGE OF THE
 NK0479'YARD NEAR THE NE CORNER.  IT IS 1 FOOT W OF THE FENCE LINE,
 NK0479'11-1/2 FEET S OF THE NE CORNER, 44 FEET NE OF THE NE CORNER
 NK0479'OF THE SCHOOLHOUSE, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 NK0479'
 NK0479'AZIMUTH MARK IS NE OF THE STATION, 8 INCHES W OF THE W EDGE OF
 NK0479'THE RIGHT-OF-WAY OF N-S ROAD, 33-1/2 FEET W OF THE CENTER OF
 NK0479'THE ROAD AND PROJECTS 10 INCHES.  TO REACH GO E FROM THE
 NK0479'STATION FOR 0.5 MILE THEN N 0.55 MILE.
 NK0479'
 NK0479'TO REACH STATION FROM FREDERICKSBURG GO 0.4 MILE W ON U.S.
 NK0479'HIGHWAY 18 FROM THE CENTER OF TOWN TO A GRAVEL ROAD LEADING S.
 NK0479'GO S 3.0 MILES TO A T-ROAD LEADING W.  GO W FOR 0.5 MILE TO
 NK0479'THE SCHOOLHOUSE AND STATION.
 NK0479'
 NK0479'ALL LIGHTS CAME INTO VIEW AT 65 FEET.
 NK0479
 NK0479                          STATION RECOVERY (1969)
 NK0479
 NK0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 NK0479'STATION MARK, AND R.M.S FOUND IN GOOD CONDITION AS DESCRIBED.
 NK0479'AZIMUTH MARK SEARCHED FOR, NOT FOUND, ASSUMED DESTROYED.
 NK0479'
 NK0479'MEASUREMENTS APPLICABLE CHECKED O.K.
 NK0479'
 NK0479'DESCRIPTION IS ADEQUATE.
 NK0479
 NK0479                          STATION RECOVERY (1970)
 NK0479
 NK0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NK0479'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 WERE
 NK0479'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 NK0479'SEARCHED FOR BUT NOT FOUND AND ALL INDICATION FROM OLD TIES SHOW
 NK0479'THE MARK WAS DESTROYED BY ROAD CONSTRUCTION.  THE NOTES FOR THE
 NK0479'MARKS WERE FOUND ADEQUATE FOR RECOVERY.
 NK0479'
 NK0479'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 NK0479'COUNTY ROAD V 48 AT FREDERICKSBURG, GO SOUTH ON COUNTY ROAD
 NK0479'V 48 FOR 3.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON
 NK0479'A GRAVELED ROAD FOR 0.5 MILE TO THE ABANDONED BARKER SCHOOL AND
 NK0479'THE STATION ON THE RIGHT.
 NK0479'
 NK0479'A NEW AZIMUTH MARK WAS NOT SET BECAUSE NO INTERSECTION STATIONS
 NK0479'WERE VISIBLE AT THE STATION SITE.
 NK0479'
 NK0479'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 NK0479'SOUTH-SOUTHWEST OF FREDERICKSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0595 ***********************************************************************
 LE0595  DESIGNATION -  BARR
 LE0595  PID         -  LE0595
 LE0595  STATE/COUNTY-  IA/CLARKE
 LE0595  USGS QUAD   -  LACELLE (1981)
 LE0595
 LE0595                         *CURRENT SURVEY CONTROL
 LE0595  ___________________________________________________________________
 LE0595* NAD 83(1996)-  40 56 33.36285(N)    093 47 54.92531(W)     ADJUSTED  
 LE0595* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 LE0595  ___________________________________________________________________
 LE0595  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 LE0595  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 LE0595
 LE0595  HORZ ORDER  -  FIRST
 LE0595
 LE0595.The horizontal coordinates were established by classical geodetic methods
 LE0595.and adjusted by the National Geodetic Survey in May 1999..
 LE0595
 LE0595.The orthometric height was scaled from a topographic map.
 LE0595
 LE0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0595
 LE0595.The geoid height was determined by GEOID03.
 LE0595
 LE0595;                    North         East     Units Scale Factor Converg.
 LE0595;SPC IA S     -   104,717.221   474,857.357   MT  0.99995848   -0 11 48.1
 LE0595;UTM  15      - 4,532,692.235   432,778.784   MT  0.99965561   -0 31 24.0
 LE0595
 LE0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0595!SPC IA S     -   0.99994873  x   0.99995848  =   0.99990721
 LE0595!UTM  15      -   0.99994873  x   0.99965561  =   0.99960435
 LE0595
 LE0595:                Primary Azimuth Mark                     Grid Az
 LE0595:SPC IA S     -  OSCEOLA MUNICIPAL TANK                   014 12 56.8
 LE0595:UTM  15      -  OSCEOLA MUNICIPAL TANK                   014 32 32.7
 LE0595
 LE0595|---------------------------------------------------------------------|
 LE0595| PID    Reference Object                     Distance      Geod. Az  |
 LE0595|                                                           dddmmss.s |
 LE0595| MH0660 OSCEOLA MUNICIPAL TANK              APPROX.10.5 KM 0140108.7 |
 LE0595| CL8877 BARR AZ MK                                         0755625.1 |
 LE0595| CL8878 BARR RM 1                            27.612 METERS 15007     |
 LE0595| CL8879 BARR RM 2                            25.496 METERS 27915     |
 LE0595|---------------------------------------------------------------------|
 LE0595
 LE0595                          SUPERSEDED SURVEY CONTROL
 LE0595
 LE0595  NAD 83(1986)-  40 56 33.36452(N)    093 47 54.93358(W) AD(       ) 1
 LE0595  NAD 27      -  40 56 33.37300(N)    093 47 54.14640(W) AD(       ) 1
 LE0595
 LE0595.Superseded values are not recommended for survey control.
 LE0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0595.See file dsdata.txt to determine how the superseded data were derived.
 LE0595
 LE0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF3277932692(NAD 83)
 LE0595_MARKER: DS = TRIANGULATION STATION DISK
 LE0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0595
 LE0595  HISTORY     - Date     Condition        Report By
 LE0595  HISTORY     - 1958     MONUMENTED       CGS
 LE0595
 LE0595                          STATION DESCRIPTION
 LE0595
 LE0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LE0595'THE STATION IS ABOUT 7 MILES SOUTH OF OSCEOLA, ABOUT 3.5 MILES EAST
 LE0595'OF LACELLE, ON THE PROPERTY OF MR. THOMAS BARR.  IT IS 80 FEET
 LE0595'NORTHWEST OF THE NORTHWEST CORNER OF A METAL BUILDING, 50 FEET
 LE0595'SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 19 FEET SOUTH OF A FENCE
 LE0595'CORNER, 3 FEET SOUTH OF A WHITE WITNESS POST AND 5 INCHES EAST
 LE0595'OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 LE0595'IS STAMPED BARR 1958.
 LE0595'
 LE0595'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 LE0595'SQUARE IN OSCEOLA, GO SOUTH ON U.S. HIGHWAY 69 FOR 0.2 MILE TO
 LE0595'THE JUNCTION WITH U.S. HIGHWAY 34.  CONTINUE SOUTH ON HIGHWAY 69
 LE0595'FOR 3.65 MILES TO THE GREAT LAKES PIPE LINE COMPANY MAIN ENTRANCE
 LE0595'ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 69 FOR 2.65 MILES TO A
 LE0595'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR
 LE0595'1.25 MILES TO A T-ROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED
 LE0595'ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.  *TURN LEFT AND GO WEST
 LE0595'ON A GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 LE0595'
 LE0595'* TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON THE
 LE0595'GRAVELED ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 LE0595'
 LE0595'REFERENCE MARK 1 IS 44 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 LE0595'THE METAL BUILDING, 34 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 LE0595'THE METAL BUILDING AND 7 FEET EAST OF A WIRE FENCE.  THE MONUMENT
 LE0595'PROJECTS 3 INCHES AND THE DISK IS STAMPED BARR NO 1 1958.
 LE0595'
 LE0595'REFERENCE MARK 2 IS 78 FEET WEST OF THE FENCECORNER, 32 FEET SOUTH
 LE0595'OF THE CENTERLINE OF THE GRAVELED ROAD AND 0.5 INCHES SOUTH OF A
 LE0595'WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 LE0595'STAMPED BARR NO 2 1958.
 LE0595'
 LE0595'THE AZIMUTH MARK IS 14 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY,
 LE0595'27 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 2 FEET
 LE0595'SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A POWER
 LE0595'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BARR 1958.
 LE0595'
 LE0595'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1129 ***********************************************************************
 LF1129  DESIGNATION -  BARTLETT
 LF1129  PID         -  LF1129
 LF1129  STATE/COUNTY-  IA/MILLS
 LF1129  USGS QUAD   -  ROCK BLUFF (1984)
 LF1129
 LF1129                         *CURRENT SURVEY CONTROL
 LF1129  ___________________________________________________________________
 LF1129* NAD 83(1996)-  40 54 20.71449(N)    095 48 10.55377(W)     ADJUSTED  
 LF1129* NAVD 88     -       288.333  (meters)     945.97   (feet)  ADJUSTED  
 LF1129  ___________________________________________________________________
 LF1129  LAPLACE CORR-          -9.50  (seconds)                    DEFLEC99
 LF1129  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 LF1129  DYNAMIC HT  -         288.205 (meters)     945.55  (feet)  COMP
 LF1129  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 LF1129
 LF1129  HORZ ORDER  -  THIRD
 LF1129  VERT ORDER  -  SECOND    CLASS 0
 LF1129
 LF1129.The horizontal coordinates were established by classical geodetic methods
 LF1129.and adjusted by the National Geodetic Survey in May 1999..
 LF1129
 LF1129.The orthometric height was determined by differential leveling
 LF1129.and adjusted by the National Geodetic Survey in June 1991..
 LF1129
 LF1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1129
 LF1129.The geoid height was determined by GEOID03.
 LF1129
 LF1129.The dynamic height is computed by dividing the NAVD 88
 LF1129.geopotential number by the normal gravity value computed on the
 LF1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1129.degrees latitude (g = 980.6199 gals.).
 LF1129
 LF1129.The modeled gravity was interpolated from observed gravity values.
 LF1129
 LF1129;                    North         East     Units Scale Factor Converg.
 LF1129;SPC IA S     -   103,150.638   305,996.818   MT  0.99996156   -1 31 01.0
 LF1129;SPC NE       -   127,646.766   853,383.338   MT  0.99971306   +2 46 53.0
 LF1129;UTM  15      - 4,532,077.856   263,920.112   MT  1.00028603   -1 50 10.5
 LF1129
 LF1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1129!SPC IA S     -   0.99995918  x   0.99996156  =   0.99992074
 LF1129!SPC NE       -   0.99995918  x   0.99971306  =   0.99967225
 LF1129!UTM  15      -   0.99995918  x   1.00028603  =   1.00024520
 LF1129
 LF1129|---------------------------------------------------------------------|
 LF1129| PID    Reference Object                     Distance      Geod. Az  |
 LF1129|                                                           dddmmss.s |
 LF1129| LF1130 BARTLETT RM 1                        30.843 METERS 12853     |
 LF1129| LF1132 BARTLETT AZ MK                                     1812338.8 |
 LF1129| LF1131 BARTLETT RM 2                        19.065 METERS 18200     |
 LF1129| LF1421 QUEEN                               APPROX. 4.6 KM 3114046.1 |
 LF1129|---------------------------------------------------------------------|
 LF1129
 LF1129                          SUPERSEDED SURVEY CONTROL
 LF1129
 LF1129  NAD 83(1996)-  40 54 20.71449(N)    095 48 10.55378(W) AD(       ) 3
 LF1129  NAD 83(1986)-  40 54 20.72315(N)    095 48 10.54978(W) AD(       ) 3
 LF1129  NAD 27      -  40 54 20.72200(N)    095 48 09.53000(W) AD(       ) 3
 LF1129  NGVD 29 (??/??/92)  288.248  (m)          945.69   (f) ADJ UNCH    2 0
 LF1129
 LF1129.Superseded values are not recommended for survey control.
 LF1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1129.See file dsdata.txt to determine how the superseded data were derived.
 LF1129
 LF1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6392032078(NAD 83)
 LF1129_MARKER: DS = TRIANGULATION STATION DISK
 LF1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1129_STAMPING: BARTLETT 1947
 LF1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1129+STABILITY: SURFACE MOTION
 LF1129
 LF1129  HISTORY     - Date     Condition        Report By
 LF1129  HISTORY     - 1947     MONUMENTED       CGS
 LF1129  HISTORY     - 1948     GOOD             NGS
 LF1129  HISTORY     - 1971     GOOD             NGS
 LF1129  HISTORY     - 1971     GOOD             NGS
 LF1129  HISTORY     - 1974     GOOD             NGS
 LF1129  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF1129
 LF1129                          STATION DESCRIPTION
 LF1129
 LF1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1129'STATION IS LOCATED ABOUT 8 MILES SOUTH SOUTHWEST OF PACIFIC
 LF1129'JUNCTION AND 1-1/2 MILES NORTH OF BARTLETT IN A SMALL FIELD NEAR
 LF1129'A FARMHOUSE.  STATION IS 48 FEET EAST OF THE APPROXIMATE
 LF1129'CENTERLINE OF MACADAM ROAD, 9.5 FEET EAST OF FENCE AND 8.5 FEET
 LF1129'EAST OF WITNESS POST.  THE MARK IS ABOUT 10 INCHES UNDERGROUND
 LF1129'AND THE DISK IS STAMPED BARTLETT 1947.
 LF1129'
 LF1129'REFERENCE MARK NO. 1 IS 101.19 FEET SOUTHEAST OF STATION,
 LF1129'20 FEET SOUTH OF THE SOUTH SIDE OF CHICKEN COOP AND 1-1/2 FEET
 LF1129'NORTHWEST OF A FENCECORNER.  THE MARK IS FLUSH AND THE DISK IS
 LF1129'STAMPED BARTLETT NO 1 1947.
 LF1129'
 LF1129'REFERENCE MARK NO. 2 IS 62.55 FEET SOUTH OF STATION, 43 FEET
 LF1129'EAST OF THE APPROXIMATE CENTERLINE OF ROAD.  16 FEET NORTH OF
 LF1129'DRIVEWAY AND 2 FEET NORTHEAST OF A FENCECORNER.  THE MARK IS
 LF1129'FLUSH AND THE DISK IS STAMPED BARTLETT NO 2 1947.
 LF1129'
 LF1129'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTH OF STATION, 35 FEET
 LF1129'WEST OF THE APPROXIMATE CENTERLINE OF ROAD, 5 FEET NORTH OF
 LF1129'WITNESS POST AND 2 FEET EAST OF FENCELINE.  THE MARK PROJECTS
 LF1129'ABOUT 3 INCHES AND THE DISK IS STAMPED BARTLETT 1947.
 LF1129'
 LF1129'TO REACH STATION FROM THE POST OFFICE IN BARTLETT GO NORTH ON MAIN
 LF1129'ROAD ALONG EAST SIDE OF RAILROAD TRACKS FOR 0.15 MILE TO CROSS ROAD.
 LF1129'TURN LEFT CROSSING RAILROAD TRACKS AND GO WEST AND NORTH ON
 LF1129'MAIN ROAD FOR 1.75 MILES TO STATION ON RIGHT OR EAST SIDE OF
 LF1129'ROAD AS DESCRIBED.
 LF1129'
 LF1129'TO REACH AZIMUTH FROM STATION GO SOUTH ON MAIN ROAD FOR 0.2
 LF1129'MILE TO STATION ON RIGHT OR WEST SIDE OF ROAD AS DESCRIBED.
 LF1129'
 LF1129'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LF1129
 LF1129                          STATION RECOVERY (1948)
 LF1129
 LF1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF1129'1.8 MI NW FROM BARTLETT.
 LF1129'0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1129'FROM THE STATION AT BARTLETT, THENCE 0.5 MILE WEST ALONG A GRAVEL
 LF1129'ROAD, THENCE 1.25 MILES NORTH ALONG A GRAVEL ROAD, 0.25 MILE NORTH
 LF1129'OF THE FREMONT-MILLS COUNTY LINE, IN A CHICKEN YARD, 109.3 FEET
 LF1129'NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, 71.3 FEET WEST
 LF1129'NORTHWEST OF A WATER PUMP, 45.0 FEET EAST OF THE CENTER LINE OF THE
 LF1129'NORTH-SOUTH ROAD, 9.7 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, 9.0
 LF1129'FEET EAST OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF1129'POST WHICH IS 1.0 FOOT BELOW THE SURFACE OF THE GROUND.  NOTE-- IT
 LF1129'IS 67 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE SOUTH ONE
 LF1129'OF TWO CHICKEN HOUSES, 58 FEET NORTH OF A TREE, 46 FEET EAST OF THE
 LF1129'CENTER OF A ROAD, 119 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 LF1129'OF A HOUSE, AND IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 LF1129
 LF1129                          STATION RECOVERY (1971)
 LF1129
 LF1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LF1129'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 LF1129'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 LF1129'WAS SEARCHED FOR BUT NOT FOUND, DIRT IS DRIFTED BAD AT SITE
 LF1129'OF THE MARK SO THE MARK COULD BE COVERED.  NO OBJECTS VISIBLE
 LF1129'AT STATION SO A NEW AZIMUTH MARK WAS NOT SET.  THE TO REACH THE
 LF1129'STATION WAS FOUND ADEQUATE.
 LF1129'
 LF1129'THE STATION MARK IS 67 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 LF1129'OF THE SOUTH ONE OF TWO CHICKEN HOUSES, 58 FEET NORTH OF A
 LF1129'TREE, 46 FEET EAST OF THE CENTER OF A ROAD, 119 FEET
 LF1129'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, AND IS 6 INCHES
 LF1129'BELOW THE SURFACE OF THE GROUND.  STATION IS ON LAND OWNED
 LF1129'BY MR. EDGAR JACKSON.
 LF1129'
 LF1129'REFERENCE MARK NO. 1, IS 42.5 FEET WEST OF THE SOUTHWEST CORNER
 LF1129'OF A BARN, 20.5 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF
 LF1129'A GARAGE, 20 FEET SOUTH OF THE SOUTH SIDE OF A CHICKEN HOUSE, AND
 LF1129'IS FLUSH WITH THE SURFACE OF THE GROUND.
 LF1129'
 LF1129'REFERENCE MARK NO. 2, IS 65.5 FEET NORTHWEST OF THE NORTHWEST
 LF1129'CORNER OF THE HOUSE, 40 FEET EAST OF THE CENTER OF THE ROAD,
 LF1129'17 FEET NORTH OF THE CENTER OF THE DRIVEWAY, AND IS FLUSH WITH
 LF1129'THE SURFACE OF THE GROUND.
 LF1129'
 LF1129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2
 LF1129'MILES N OF BARTLETT
 LF1129
 LF1129                          STATION RECOVERY (1971)
 LF1129
 LF1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LF1129'RECOVERED IN GOOD CONDITION.
 LF1129
 LF1129                          STATION RECOVERY (1974)
 LF1129
 LF1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LF1129'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LF1129'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 LF1129'SEARCHED FOR AND COULD NOT BE FOUND.  NO TIE LINES VISIBLE TO SET
 LF1129'A NEW AZIMUTH MARK THIS DATE.  DUE TO AREA CHANGE A NEW COMPLETE
 LF1129'DESCRIPTION FOLLOWS--
 LF1129'
 LF1129'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH-SOUTHWEST OF PACIFIC
 LF1129'JUNCTION AND 1.5 MILES NORTH OF BARTLETT, IN THE FARM YARD OWNED BY
 LF1129'MR. EDGAR JACKSON, ROUTE 1, PACIFIC JUNCTION.
 LF1129'
 LF1129'TO REACH THE STATION FROM THE RAILROAD CROSSING AND THE MAIN
 LF1129'EAST-WEST SURFACED ROAD IN BARTLETT, GO WEST AND OVER INTERSTATE
 LF1129'HIGHWAY 29 ON A SURFACED ROAD FOR 0.45 MILE TO A FORK, BEAR RIGHT
 LF1129'AND GO NORTH ON A GRAVELED ROAD FOR 1.45 MILES TO THE JACKSON FARM
 LF1129'HOME AND THE STATION ON THE RIGHT.
 LF1129'
 LF1129'THE STATION MARK IS A STANDARD DISK STAMPED BARTLETT 1947, SET IN
 LF1129'THE TOP OF A CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND
 LF1129'SURFACE.  IT IS 121 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 LF1129'HOUSE, 67 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOG BARN,
 LF1129'58 FEET NORTH OF AN APPLE TREE, 57 FEET NORTH-NORTHEAST OF A
 LF1129'TELEPHONE JUNCTION BOX AND 47 FEET EAST OF THE CENTER OF THE
 LF1129'GRAVELED ROAD.
 LF1129'
 LF1129'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BARTLETT NO 1 1947, SET
 LF1129'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 LF1129'THE GROUND SURFACE.  IT IS 43 FEET WEST OF THE SOUTHWEST CORNER OF
 LF1129'A STOCK BARN, 27.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 LF1129'HOG BARN AND 21 FEET NORTH-NORTHEAST OF A POWER POLE WITH METER
 LF1129'ATTACHED AT NORTHWEST CORNER OF A GARAGE.
 LF1129'
 LF1129'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BARTLETT NO 2 1947, SET
 LF1129'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 LF1129'THE GROUND SURFACE.  IT IS 66 FEET NORTHWEST OF THE NORTHWEST
 LF1129'CORNER OF THE HOUSE, 35 FEET NORTH OF A POWER POLE WITH
 LF1129'TRANSFORMER, 16 FEET NORTH OF THE CENTER OF THE DRIVEWAY, 8 FEET
 LF1129'WEST-SOUTHWEST OF THE APPLE TREE AND 6.5 FEET SOUTH-SOUTHEAST OF
 LF1129'THE TELEPHONE JUNCTION BOX.
 LF1129'
 LF1129'NOTE--THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT
 LF1129'VERIFIED THIS DATE.
 LF1129'
 LF1129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES NORTH
 LF1129'OF BARTLETT.
 LF1129
 LF1129                          STATION RECOVERY (1989)
 LF1129
 LF1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1130 ***********************************************************************
 LF1130  DESIGNATION -  BARTLETT RM 1
 LF1130  PID         -  LF1130
 LF1130  STATE/COUNTY-  IA/MILLS
 LF1130  USGS QUAD   -  ROCK BLUFF (1984)
 LF1130
 LF1130                         *CURRENT SURVEY CONTROL
 LF1130  ___________________________________________________________________
 LF1130* NAD 83(1986)-  40 54 20.     (N)    095 48 10.     (W)     SCALED    
 LF1130* NAVD 88     -       288.686  (meters)     947.13   (feet)  ADJUSTED  
 LF1130  ___________________________________________________________________
 LF1130  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 LF1130  DYNAMIC HT  -         288.558 (meters)     946.71  (feet)  COMP
 LF1130  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 LF1130
 LF1130  VERT ORDER  -  SECOND    CLASS 0
 LF1130
 LF1130.The horizontal coordinates were scaled from a topographic map and have
 LF1130.an estimated accuracy of +/- 6 seconds.
 LF1130
 LF1130.The orthometric height was determined by differential leveling
 LF1130.and adjusted by the National Geodetic Survey in June 1991..
 LF1130
 LF1130.The geoid height was determined by GEOID03.
 LF1130
 LF1130.The dynamic height is computed by dividing the NAVD 88
 LF1130.geopotential number by the normal gravity value computed on the
 LF1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1130.degrees latitude (g = 980.6199 gals.).
 LF1130
 LF1130.The modeled gravity was interpolated from observed gravity values.
 LF1130
 LF1130;                    North         East    Units  Estimated Accuracy
 LF1130;SPC IA S     -   103,130.      306,010.      MT  (+/- 180 meters Scaled)
 LF1130
 LF1130                          SUPERSEDED SURVEY CONTROL
 LF1130
 LF1130  NGVD 29 (??/??/92)  288.601  (m)          946.85   (f) ADJ UNCH    2 0
 LF1130
 LF1130.Superseded values are not recommended for survey control.
 LF1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1130.See file dsdata.txt to determine how the superseded data were derived.
 LF1130
 LF1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF639320(NAD 83)
 LF1130_MARKER: DR = REFERENCE MARK DISK
 LF1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1130_STAMPING: BARTLETT NO 1 1947
 LF1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1130+STABILITY: SURFACE MOTION
 LF1130
 LF1130  HISTORY     - Date     Condition        Report By
 LF1130  HISTORY     - 1947     MONUMENTED       CGS
 LF1130  HISTORY     - 1948     GOOD             NGS
 LF1130  HISTORY     - 1971     GOOD             NGS
 LF1130  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF1130
 LF1130                          STATION DESCRIPTION
 LF1130
 LF1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1130'1.8 MI NW FROM BARTLETT.
 LF1130'0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1130'FROM THE STATION AT BARTLETT, THENCE 0.5 MILE WEST ALONG A GRAVEL
 LF1130'ROAD, THENCE 1.25 MILES NORTH ALONG A GRAVEL ROAD, 101.4 FEET
 LF1130'SOUTHEAST OF TRIANGULATION STATION BARTLETT 1947, AT THE SOUTHEAST
 LF1130'CORNER OF A CHICKEN YARD, 30.6 FEET SOUTHEAST OF A WATER PUMP, 20.3
 LF1130'FEET NORTH NORTHEAST OF THE NORTHWEST CORNER OF A GARAGE, 11.7
 LF1130'FEET EAST OF THE CENTER LINE OF A GATE, 1.3 FEET NORTHWEST OF A
 LF1130'CORNER FENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 LF1130'FLUSH WITH THE GROUND.
 LF1130
 LF1130                          STATION RECOVERY (1971)
 LF1130
 LF1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LF1130'RECOVERED IN GOOD CONDITION.
 LF1130
 LF1130                          STATION RECOVERY (1989)
 LF1130
 LF1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1131 ***********************************************************************
 LF1131  DESIGNATION -  BARTLETT RM 2
 LF1131  PID         -  LF1131
 LF1131  STATE/COUNTY-  IA/MILLS
 LF1131  USGS QUAD   -  ROCK BLUFF (1984)
 LF1131
 LF1131                         *CURRENT SURVEY CONTROL
 LF1131  ___________________________________________________________________
 LF1131* NAD 83(1986)-  40 54 20.     (N)    095 48 10.     (W)     SCALED    
 LF1131* NAVD 88     -       288.569  (meters)     946.75   (feet)  ADJUSTED  
 LF1131  ___________________________________________________________________
 LF1131  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 LF1131  DYNAMIC HT  -         288.441 (meters)     946.33  (feet)  COMP
 LF1131  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 LF1131
 LF1131  VERT ORDER  -  FIRST     CLASS II
 LF1131
 LF1131.The horizontal coordinates were scaled from a topographic map and have
 LF1131.an estimated accuracy of +/- 6 seconds.
 LF1131
 LF1131.The orthometric height was determined by differential leveling
 LF1131.and adjusted by the National Geodetic Survey in June 1991..
 LF1131
 LF1131.The geoid height was determined by GEOID03.
 LF1131
 LF1131.The dynamic height is computed by dividing the NAVD 88
 LF1131.geopotential number by the normal gravity value computed on the
 LF1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1131.degrees latitude (g = 980.6199 gals.).
 LF1131
 LF1131.The modeled gravity was interpolated from observed gravity values.
 LF1131
 LF1131;                    North         East    Units  Estimated Accuracy
 LF1131;SPC IA S     -   103,130.      306,010.      MT  (+/- 180 meters Scaled)
 LF1131
 LF1131                          SUPERSEDED SURVEY CONTROL
 LF1131
 LF1131  NGVD 29 (??/??/92)  288.484  (m)          946.47   (f) ADJ UNCH    1 2
 LF1131
 LF1131.Superseded values are not recommended for survey control.
 LF1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1131.See file dsdata.txt to determine how the superseded data were derived.
 LF1131
 LF1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF639320(NAD 83)
 LF1131_MARKER: DR = REFERENCE MARK DISK
 LF1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1131_SP_SET: CONCRETE POST
 LF1131_STAMPING: BARTLETT NO 2 1947
 LF1131_MARK LOGO: CGS   
 LF1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1131+STABILITY: SURFACE MOTION
 LF1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1131+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1989
 LF1131
 LF1131  HISTORY     - Date     Condition        Report By
 LF1131  HISTORY     - 1947     MONUMENTED       CGS
 LF1131  HISTORY     - 1948     GOOD             NGS
 LF1131  HISTORY     - 1971     GOOD             NGS
 LF1131  HISTORY     - 19890725 GOOD             NGS
 LF1131
 LF1131                          STATION DESCRIPTION
 LF1131
 LF1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1131'1.8 MI NW FROM BARTLETT.
 LF1131'0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1131'FROM THE STATION AT BARTLETT, THENCE 0.5 MILE WEST ALONG A
 LF1131'GRAVEL ROAD, THENCE 1.25 MILES NORTH ALONG A GRAVEL ROAD, 62.7
 LF1131'FEET SOUTH OF TRIANGULATION STATION BARTLETT 1947, IN THE SOUTHWEST
 LF1131'CORNER OF A CHICKEN YARD, 65.6 FEET NORTHWEST OF THE NORTHWEST
 LF1131'CORNER OF A FARMHOUSE, 40.0 FEET EAST OF THE CENTER LINE OF THE
 LF1131'NORTH-SOUTH ROAD, 17.0 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 LF1131'ROAD, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 LF1131'GROUND.
 LF1131
 LF1131                          STATION RECOVERY (1971)
 LF1131
 LF1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LF1131'RECOVERED IN GOOD CONDITION.
 LF1131
 LF1131                          STATION RECOVERY (1989)
 LF1131
 LF1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1131'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.7 KM
 LF1131'(1.70 MI) NORTHERLY ALONG COUNTY ROAD L 31 FROM THE JUNCTION OF WEST
 LF1131'FRONT STREET IN BARTLETT, 20.0 M (65.6 FT) NORTHWEST OF THE NORTHWEST
 LF1131'CORNER OF A HOUSE, 12.2 M (40.0 FT) EAST OF THE CENTER OF THE ROAD,
 LF1131'5.2 M (17.1 FT) NORTH OF THE CENTER OF A DRIVEWAY, 0.3 M (1.0 FT) WEST
 LF1131'OF A WITNESS POST, LEVEL WITH THE ROAD, AND IN A CONCRETE MONUMENT
 LF1131'THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0929 ***********************************************************************
 OO0929  DESIGNATION -  BASS ET
 OO0929  PID         -  OO0929
 OO0929  STATE/COUNTY-  IA/CHICKASAW
 OO0929  USGS QUAD   -  IONIA (1972)
 OO0929
 OO0929                         *CURRENT SURVEY CONTROL
 OO0929  ___________________________________________________________________
 OO0929* NAD 83(1996)-  43 03 59.91305(N)    092 29 22.42567(W)     ADJUSTED  
 OO0929* NAVD 88     -       349.5    (meters)    1147.     (feet)  VERTCON   
 OO0929  ___________________________________________________________________
 OO0929  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 OO0929  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 OO0929
 OO0929  HORZ ORDER  -  SECOND
 OO0929
 OO0929.The horizontal coordinates were established by classical geodetic methods
 OO0929.and adjusted by the National Geodetic Survey in May 1999..
 OO0929
 OO0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0929
 OO0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0929
 OO0929.The geoid height was determined by GEOID03.
 OO0929
 OO0929;                    North         East     Units Scale Factor Converg.
 OO0929;SPC IA N     - 1,174,512.352 1,582,298.473   MT  0.99996958   +0 41 05.3
 OO0929;UTM  15      - 4,768,341.791   541,559.950   MT  0.99962125   +0 20 54.8
 OO0929
 OO0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0929!SPC IA N     -   0.99995005  x   0.99996958  =   0.99991963
 OO0929!UTM  15      -   0.99995005  x   0.99962125  =   0.99957132
 OO0929
 OO0929:                Primary Azimuth Mark                     Grid Az
 OO0929:SPC IA N     -  BASS ET AZ MK                            086 46 55.2
 OO0929:UTM  15      -  BASS ET AZ MK                            087 07 05.7
 OO0929
 OO0929|---------------------------------------------------------------------|
 OO0929| PID    Reference Object                     Distance      Geod. Az  |
 OO0929|                                                           dddmmss.s |
 OO0929| CI5082 BASS ET AZ MK                                      0872800.5 |
 OO0929| CI5083 BASS ET RM 1                         13.031 METERS 09404     |
 OO0929| CI5084 BASS ET RM 2                         14.303 METERS 26516     |
 OO0929|---------------------------------------------------------------------|
 OO0929
 OO0929                          SUPERSEDED SURVEY CONTROL
 OO0929
 OO0929  NAD 83(1996)-  43 03 59.91305(N)    092 29 22.42565(W) AD(       ) 2
 OO0929  NAD 83(1986)-  43 03 59.90643(N)    092 29 22.42109(W) AD(       ) 2
 OO0929  NAD 27      -  43 03 59.99561(N)    092 29 21.76509(W) AD(       ) 2
 OO0929  NGVD 29 (07/19/86)  349.5    (m)         1147.     (f) VERT ANG       
 OO0929
 OO0929.Superseded values are not recommended for survey control.
 OO0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0929.See file dsdata.txt to determine how the superseded data were derived.
 OO0929
 OO0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4156068342(NAD 83)
 OO0929_MARKER: DD = SURVEY DISK
 OO0929_SETTING: 0 = UNSPECIFIED SETTING
 OO0929
 OO0929  HISTORY     - Date     Condition        Report By
 OO0929  HISTORY     - 1969     MONUMENTED       USGS
 OO0929
 OO0929                          STATION DESCRIPTION
 OO0929
 OO0929'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 OO0929'THE STATION IS ABOUT 1.3 MI E. OF BASSETT, ABOUT 300 FT E. OF
 OO0929'W. SIXTEENTH COR. BETWEEN SECS. 3 AND 10, T. 95 N., R. 14 W., 0.3
 OO0929'MI E. OF A CROSSROAD, ON TOP OF A PROMINENT RIDGE.
 OO0929'
 OO0929'TO REACH FROM THE CROSSROADS IN BASSETT, GO E. ON U.S. HWY. 18
 OO0929'FOR 1.0 MI TO A CROSSROAD, CONTINUE E. FOR ABOUT 0.3 MI TO TOP OF
 OO0929'THE RIDGE AND THE STATION ON THE RIGHT.
 OO0929'
 OO0929'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 OO0929'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 OO0929'TO WITHIN 1 IN. OF CAP, STAMPED ET BASS 1969 IS 42 FT S. CENTER
 OO0929'HWY., 5 FT N. AND 2.5 FT E. OF TELEPHONE POLE 340.  5 FT N. OF
 OO0929'USGS WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 OO0929'
 OO0929'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0929'COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 OO0929'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED BASS NO 1 1969 IS E. OF
 OO0929'THE STATION.  47 FT S. CENTER HWY.  AND 2 FT N. OF A FENCE.  THE
 OO0929'MARK IS FLUSH WITH THE GROUND.
 OO0929'
 OO0929'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0929'COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 OO0929'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED BASS NO 2 1969 IS
 OO0929'W. OF THE STATION, 48 FT S. CENTER HWY. AND 1.0 FT N. OF A
 OO0929'FENCE.  THE MARK IS FLUSH WITH THE GROUND.
 OO0929'
 OO0929'AZIMUTH MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 OO0929'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 OO0929'TO WITHIN 1 IN. OF CAP, STAMPED BASS 1969, IS ABOUT 0.4 MI
 OO0929'E. OF THE STATION, 58 FT N. AND 12 FT W. OF CENTER HWY. AT FIELD
 OO0929'ENTRANCE N., 2 FT S. OF N. RIGHT-OF-WAY FENCE.  T. 95 N., R. 14
 OO0929'W., NEAR THE E. SIXTEENTH COR. BETWEEN SECS. 3 AND 10.
 OO0929'
 OO0929'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0517 ***********************************************************************
 MH0517  DESIGNATION -  BATAVIA
 MH0517  PID         -  MH0517
 MH0517  STATE/COUNTY-  IA/JEFFERSON
 MH0517  USGS QUAD   -  ABINGDON (1980)
 MH0517
 MH0517                         *CURRENT SURVEY CONTROL
 MH0517  ___________________________________________________________________
 MH0517* NAD 83(1996)-  41 00 09.00706(N)    092 09 48.96113(W)     ADJUSTED  
 MH0517* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 MH0517  ___________________________________________________________________
 MH0517  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 MH0517  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MH0517
 MH0517  HORZ ORDER  -  SECOND
 MH0517
 MH0517.The horizontal coordinates were established by classical geodetic methods
 MH0517.and adjusted by the National Geodetic Survey in May 1999..
 MH0517
 MH0517.The orthometric height was scaled from a topographic map.
 MH0517
 MH0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0517
 MH0517.The geoid height was determined by GEOID03.
 MH0517
 MH0517;                    North         East     Units Scale Factor Converg.
 MH0517;SPC IA S     -   112,189.661   612,424.426   MT  0.99995433   +0 52 49.0
 MH0517;UTM  15      - 4,539,371.661   570,340.187   MT  0.99966089   +0 32 55.6
 MH0517
 MH0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0517!SPC IA S     -   0.99996875  x   0.99995433  =   0.99992308
 MH0517!UTM  15      -   0.99996875  x   0.99966089  =   0.99962965
 MH0517
 MH0517|---------------------------------------------------------------------|
 MH0517| PID    Reference Object                     Distance      Geod. Az  |
 MH0517|                                                           dddmmss.s |
 MH0517| CL8888 BATAVIA RM 1                         39.908 METERS 05953     |
 MH0517| CL8887 BATAVIA AZ MK                                      0882640.9 |
 MH0517| CL8889 BATAVIA RM 2                         54.306 METERS 18712     |
 MH0517| LE0444 AGENCY MUNICIPAL TANK               APPROX.11.9 KM 2653557.2 |
 MH0517|---------------------------------------------------------------------|
 MH0517
 MH0517                          SUPERSEDED SURVEY CONTROL
 MH0517
 MH0517  NAD 83(1986)-  41 00 09.01229(N)    092 09 48.97271(W) AD(       ) 2
 MH0517  NAD 27      -  41 00 08.95000(N)    092 09 48.33020(W) AD(       ) 2
 MH0517
 MH0517.Superseded values are not recommended for survey control.
 MH0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0517.See file dsdata.txt to determine how the superseded data were derived.
 MH0517
 MH0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF7034039372(NAD 83)
 MH0517_MARKER: DS = TRIANGULATION STATION DISK
 MH0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0517
 MH0517  HISTORY     - Date     Condition        Report By
 MH0517  HISTORY     - 1956     MONUMENTED       CGS
 MH0517
 MH0517                          STATION DESCRIPTION
 MH0517
 MH0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0517'THE STATION IS IN SECTION 30, T 72 N, R 11 W, ABOUT 0.6 MILE
 MH0517'NORTHEAST OF THE MAIN PART OF THE TOWN OF BATAVIA, ON THE ROAD
 MH0517'RIGHT OF WAY.
 MH0517'
 MH0517'TO REACH THE STATION FROM THE POST OFFICE IN BATAVIA, GO NORTH
 MH0517'ON THE MAIN STREET FOR 0.35 MILE TO THE JUNCTION OF U.S. HIGHWAY
 MH0517'34, TURN RIGHT ON U.S. HIGHWAY 34 FOR 0.1 MILE TO A ROAD FORK,
 MH0517'TAKE LEFT FORK (OLD HIGHWAY 34) FOR 0.1 MILE TO THE STATION
 MH0517'ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 MH0517'CONTINUE WEST ON U.S. HIGHWAY 34 FOR 0.75 MILE TO THE AZIMUTH
 MH0517'MARK ON THE LEFT.
 MH0517'
 MH0517'STATION MARKS ARE STANDARD DISKS, STAMPED BATAVIA 1956.  THE
 MH0517'SURFACE STATION MARK DISK IS SET IN A CONCRETE POST WHICH
 MH0517'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 28 FEET SOUTHEAST
 MH0517'OF A NORTHEAST FENCE CORNER, 39 FEET SOUTH OF THE CENTER OF
 MH0517'A DIRT ROAD, 161 FEET NORTHWEST OF THE CENTER OF PAVED ROAD
 MH0517'(OLD HIGHWAY 34) AND 23 FEET EAST OF A FENCE LINE.  THE
 MH0517'UNDERGROUND STATION MARK DISK IS SET IN AN IRREGULAR MASS OF
 MH0517'CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 MH0517'
 MH0517'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BATAVIA
 MH0517'NO 1 1956, SET IN A CONCRETE POST WHICH PROJECTS 4 INCHES.
 MH0517'IT IS 26 FEET NORTH OF THE CENTER OF A DIRT ROAD, 2 FEET SOUTH
 MH0517'OF A FENCE LINE AND 1 FOOT WEST OF TELEPHONE POLE NO-3.
 MH0517'
 MH0517'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BATAVIA
 MH0517'NO 2 1956, SET IN A CONCRETE POST WHICH PROJECTS 6 INCHES.
 MH0517'IT IS 3 FEET NORTH-NORTHEAST OF A SOUTHEAST FENCE CORNER, 35
 MH0517'FEET NORTHWEST OF THE CENTER OF A PAVED ROAD (OLD HIGHWAY 34)
 MH0517'AND 22 FEET NORTH OF THE NORTHWEST END OF A CULVERT.
 MH0517'
 MH0517'AZIMUTH MARK IS A STANDARD DISK, STAMPED BATAVIA 1956, SET IN
 MH0517'A CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS ON PROPERTY
 MH0517'OCCUPIED AND OWNED BY MR. J.H. ISENHART, 90 FEET SOUTHWEST
 MH0517'OF THE SOUTHWEST CORNER OF MR. ISENHARTS HOUSE, 67 FEET NORTH
 MH0517'OF THE CENTER LINE OF U.S. HIGHWAY 34, 158 FEET WEST OF THE
 MH0517'CENTER OF THE DRIVEWAY AND 1 FOOT WEST OF A TELEPHONE POLE.
 MH0517'A STANDARD WITNESS POST WAS SET 1 FOOT SOUTHEAST OF THE MARK.
 MH0517'
 MH0517'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0646 ***********************************************************************
 NL0646  DESIGNATION -  BATTLE
 NL0646  PID         -  NL0646
 NL0646  STATE/COUNTY-  IA/IDA
 NL0646  USGS QUAD   -  HOLSTEIN SW (1982)
 NL0646
 NL0646                         *CURRENT SURVEY CONTROL
 NL0646  ___________________________________________________________________
 NL0646* NAD 83(1996)-  42 22 14.63627(N)    095 37 45.67011(W)     ADJUSTED  
 NL0646* NAVD 88     -       443.61   (+/-2cm)    1455.4    (feet)  VERTCON   
 NL0646  ___________________________________________________________________
 NL0646  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 NL0646  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 NL0646
 NL0646  HORZ ORDER  -  THIRD
 NL0646  VERT ORDER  -  THIRD ? (See Below)
 NL0646
 NL0646.The horizontal coordinates were established by classical geodetic methods
 NL0646.and adjusted by the National Geodetic Survey in May 1999..
 NL0646
 NL0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0646.The vertical order pertains to the NGVD 29 superseded value.
 NL0646
 NL0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0646
 NL0646.The geoid height was determined by GEOID03.
 NL0646
 NL0646;                    North         East     Units Scale Factor Converg.
 NL0646;SPC IA N     - 1,098,926.127 1,324,635.001   MT  0.99995872   -1 26 35.4
 NL0646;UTM  15      - 4,694,288.555   283,504.695   MT  1.00017672   -1 46 21.6
 NL0646
 NL0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0646!SPC IA N     -   0.99993479  x   0.99995872  =   0.99989351
 NL0646!UTM  15      -   0.99993479  x   1.00017672  =   1.00011150
 NL0646
 NL0646:                Primary Azimuth Mark                     Grid Az
 NL0646:SPC IA N     -  SCHALLER MUNICIPAL TANK                  064 11 54.9
 NL0646:UTM  15      -  SCHALLER MUNICIPAL TANK                  064 31 41.1
 NL0646
 NL0646|---------------------------------------------------------------------|
 NL0646| PID    Reference Object                     Distance      Geod. Az  |
 NL0646|                                                           dddmmss.s |
 NL0646| NL0626 SCHALLER MUNICIPAL TANK             APPROX.30.8 KM 0624519.5 |
 NL0646| CO2196 BATTLE RM 1                          15.432 METERS 08744     |
 NL0646| CO2195 BATTLE AZ MK                                       0921900.5 |
 NL0646| CO2197 BATTLE RM 2                          18.485 METERS 27315     |
 NL0646|---------------------------------------------------------------------|
 NL0646
 NL0646                          SUPERSEDED SURVEY CONTROL
 NL0646
 NL0646  NAD 83(1996)-  42 22 14.63701(N)    095 37 45.67128(W) AD(       ) 3
 NL0646  NAD 83(1996)-  42 22 14.63605(N)    095 37 45.67079(W) AD(       ) 3
 NL0646  NAD 83(1986)-  42 22 14.63594(N)    095 37 45.67075(W) AD(       ) 3
 NL0646  NAD 27      -  42 22 14.67800(N)    095 37 44.66700(W) AD(       ) 3
 NL0646  NGVD 29 (07/19/86)  443.48   (m)         1455.0    (f) LEVELING    3  
 NL0646
 NL0646.Superseded values are not recommended for survey control.
 NL0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0646.See file dsdata.txt to determine how the superseded data were derived.
 NL0646
 NL0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG8350594289(NAD 83)
 NL0646_MARKER: DS = TRIANGULATION STATION DISK
 NL0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0646
 NL0646  HISTORY     - Date     Condition        Report By
 NL0646  HISTORY     - 1950     MONUMENTED       CGS
 NL0646
 NL0646                          STATION DESCRIPTION
 NL0646
 NL0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0646'THE STATION IS LOCATED ABOUT 3-3/4 MILES NORTH AND 2-1/2 MILES WEST
 NL0646'OF THE SMALL TOWN OF BATTLE CREEK, ON THE RIGHT-OF-WAY OF A DIRT
 NL0646'ROAD. IT IS ABOUT 200 FEET NORTHEAST OF A FARM HOME, 39 FEET NORTH
 NL0646'OF THE CENTERLINE OF A DIRT ROAD AND 4 FEET SOUTH OF A
 NL0646'RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 NL0646'THE DISK IS STAMPED BATTLE 1950.
 NL0646'
 NL0646'REFERENCE MARK NO. 1 IS 40 FEET NORTH OF THE CENTERLINE OF A DIRT
 NL0646'ROAD AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK
 NL0646'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BATTLE NO 1
 NL0646'1950.
 NL0646'
 NL0646'REFERENCE MARK NO. 2 IS 39 FEET NORTH OF THE CENTERLINE OF
 NL0646'A DIRT ROAD AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCELINE.
 NL0646'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 NL0646'BATTLE NO 2 1950.
 NL0646'
 NL0646'AZIMUTH MARK IS 38 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD,
 NL0646'25 FEET WEST OF A POWERLINE POLE, 8 FEET EAST OF THE CENTERLINE
 NL0646'OF A FARM DRIVE AND 2 FEET NORTH OF AN EAST GATE POST.  THE
 NL0646'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BATTLE
 NL0646'1950.
 NL0646'
 NL0646'TO REACH FROM THE POST OFFICE AND THE MAIN CROSS STREET IN
 NL0646'THE SMALL TOWN OF BATTLE CREEK, GO WEST AND SOUTHWEST ON STATE
 NL0646'HIGHWAY 175 FOR 0.3 MILE TO A PHILLPS SERVICE STATION ON
 NL0646'LEFT AND A T-ROAD ON RIGHT.  TURN RIGHT (WEST) ON GRAVEL
 NL0646'ROAD (COUNTY ROUTE M) FOR 1.25 MILE TO A T-ROAD NORTH.  TURN
 NL0646'NORTH AND GO ON COUNTY ROUTE M FOR 4.05 MILES TO A CROSSROADS
 NL0646'WHERE COUNTY ROUTE M TURNS LEFT.  TURN RIGHT (EAST) AND GO 0.2
 NL0646'MILE TO FARM HOME ON RIGHT AND STATION ON LEFT AS DESCRIBED.
 NL0646'
 NL0646'TO REACH AZIMUTH MARK FROM THE STATION GO EAST ON DIRT ROAD FOR
 NL0646'0.5 MILE TO A WIRE GATE ON RIGHT AND AZIMUTH MARK AS DESCRIBED.
 NL0646'
 NL0646'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0644 ***********************************************************************
 NL0644  DESIGNATION -  BATTLE CREEK MUNICIPAL TANK
 NL0644  PID         -  NL0644
 NL0644  STATE/COUNTY-  IA/IDA
 NL0644  USGS QUAD   -  BATTLE CREEK (1982)
 NL0644
 NL0644                         *CURRENT SURVEY CONTROL
 NL0644  ___________________________________________________________________
 NL0644* NAD 83(1996)-  42 19 17.93284(N)    095 36 11.30576(W)     ADJUSTED  
 NL0644* NAVD 88     -                                                        
 NL0644  ___________________________________________________________________
 NL0644  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 NL0644  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 NL0644
 NL0644  HORZ ORDER  -  THIRD
 NL0644
 NL0644.The horizontal coordinates were established by classical geodetic methods
 NL0644.and adjusted by the National Geodetic Survey in May 1999..
 NL0644
 NL0644
 NL0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0644
 NL0644.The geoid height was determined by GEOID03.
 NL0644
 NL0644;                    North         East     Units Scale Factor Converg.
 NL0644;SPC IA N     - 1,093,421.704 1,326,657.674   MT  0.99996350   -1 25 31.4
 NL0644;UTM  15      - 4,688,771.457   285,496.172   MT  1.00016616   -1 45 12.0
 NL0644
 NL0644                          SUPERSEDED SURVEY CONTROL
 NL0644
 NL0644  NAD 83(1996)-  42 19 17.93261(N)    095 36 11.30673(W) AD(       ) 4
 NL0644  NAD 83(1996)-  42 19 17.93270(N)    095 36 11.30702(W) AD(       ) 4
 NL0644  NAD 83(1986)-  42 19 17.93255(N)    095 36 11.30622(W) AD(       ) 4
 NL0644  NAD 27      -  42 19 17.97400(N)    095 36 10.30400(W) AD(       ) 3
 NL0644
 NL0644.Superseded values are not recommended for survey control.
 NL0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0644.See file dsdata.txt to determine how the superseded data were derived.
 NL0644
 NL0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG8549688771(NAD 83)
 NL0644_MARKER: 53 = ELEVATED TANK
 NL0644
 NL0644  HISTORY     - Date     Condition        Report By
 NL0644  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0644
 NL0644                          STATION DESCRIPTION
 NL0644
 NL0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0644'LOCATED IN THE NORTHWEST EDGE OF THE TOWN OF BATTLE CREEK
 NL0644'ABOUT 1/2 MILE NORTH OF STATE HIGHWAY 175.  THE TANK IS A STEEL
 NL0644'STRUCTURE ABOUT 125 FEET HIGH, FOUR-LEGGED AND PAINTED SILVER.
 NL0644'
 NL0644'THE POINT INTERSECTED WAS THE BALL FINIAL ON TOP OF THE TANK.
 NL0644'
 NL0644'TO REACH FROM THE STATE BANK IN BATTLE CREEK, GO SOUTHWEST FOR
 NL0644'0.2 MILE TO STREET ON THE RIGHT.  TURN RIGHT AND GO ONE BLOCK
 NL0644'NORTH.  THEN, TURN LEFT AND GO ONE BLOCK WEST.  THEN TURN RIGHT
 NL0644'AND GO 0.4 MILE NORTH TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0606 ***********************************************************************
 MH0606  DESIGNATION -  BAXTER
 MH0606  PID         -  MH0606
 MH0606  STATE/COUNTY-  IA/JASPER
 MH0606  USGS QUAD   -  BAXTER (1975)
 MH0606
 MH0606                         *CURRENT SURVEY CONTROL
 MH0606  ___________________________________________________________________
 MH0606* NAD 83(1996)-  41 50 57.05877(N)    093 09 04.13004(W)     ADJUSTED  
 MH0606* NAVD 88     -       309.7    (meters)    1016.     (feet)  VERTCON   
 MH0606  ___________________________________________________________________
 MH0606  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 MH0606  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 MH0606
 MH0606  HORZ ORDER  -  FIRST
 MH0606
 MH0606.The horizontal coordinates were established by classical geodetic methods
 MH0606.and adjusted by the National Geodetic Survey in May 1999..
 MH0606
 MH0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0606
 MH0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0606
 MH0606.The geoid height was determined by GEOID03.
 MH0606
 MH0606;                    North         East     Units Scale Factor Converg.
 MH0606;SPC IA S     -   205,415.039   528,971.145   MT  1.00001236   +0 13 47.2
 MH0606;SPC IA N     - 1,038,846.188 1,528,972.132   MT  1.00004658   +0 14 11.2
 MH0606;UTM  15      - 4,633,042.447   487,452.830   MT  0.99960194   -0 06 03.0
 MH0606
 MH0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0606!SPC IA S     -   0.99995638  x   1.00001236  =   0.99996874
 MH0606!SPC IA N     -   0.99995638  x   1.00004658  =   1.00000296
 MH0606!UTM  15      -   0.99995638  x   0.99960194  =   0.99955834
 MH0606
 MH0606|---------------------------------------------------------------------|
 MH0606| PID    Reference Object                     Distance      Geod. Az  |
 MH0606|                                                           dddmmss.s |
 MH0606| CL8891 BAXTER RM 1                          27.060 METERS 03514     |
 MH0606| CL8892 BAXTER RM 2                          25.734 METERS 12145     |
 MH0606| MH0605 BAXTER MUNICIPAL TANK               APPROX. 2.7 KM 1794148.2 |
 MH0606| CL8890 BAXTER AZ MK                                       2685115.0 |
 MH0606| MH0609 COLLINS ATT MWV TWR KAA 85          APPROX. 8.2 KM 2942837.7 |
 MH0606|---------------------------------------------------------------------|
 MH0606
 MH0606                          SUPERSEDED SURVEY CONTROL
 MH0606
 MH0606  NAD 83(1986)-  41 50 57.06256(N)    093 09 04.13483(W) AD(       ) 1
 MH0606  NAD 27      -  41 50 57.10393(N)    093 09 03.40588(W) AD(       ) 1
 MH0606  NGVD 29 (07/19/86)  309.7    (m)         1016.     (f) VERT ANG       
 MH0606
 MH0606.Superseded values are not recommended for survey control.
 MH0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0606.See file dsdata.txt to determine how the superseded data were derived.
 MH0606
 MH0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG8745333042(NAD 83)
 MH0606_MARKER: DS = TRIANGULATION STATION DISK
 MH0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0606_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0606
 MH0606  HISTORY     - Date     Condition        Report By
 MH0606  HISTORY     - 1969     MONUMENTED       CGS
 MH0606
 MH0606                          STATION DESCRIPTION
 MH0606
 MH0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JRS)
 MH0606'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTH OF BAXTER, NEAR
 MH0606'THE SOUTH EDGE OF THE CENTER OF THE SW 1/4 OF SECTION 2 T81N,
 MH0606'R20W AND ON PROPERTY OWNED BY MR. ALFRED WATERMAN.
 MH0606'
 MH0606'TO REACH THE STATION FROM THE POST OFFICE IN BAXTER, GO WEST FOR
 MH0606'APPROXIMATELY 50-YARDS TO MAIN STREET.  TURN RIGHT AND GO NORTH FOR
 MH0606'0.05 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO EAST FOR
 MH0606'0.35 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON PAVED ROAD,
 MH0606'THEN GRAVELED FOR 1.5 MILES TO A T-INTERSECTION.  TURN LEFT
 MH0606'AND GO WEST FOR 0.35 MILE TO A FARM HOUSE ON THE RIGHT AND THE
 MH0606'STATION.  (CONTINUE WEST ON THE GRAVELED ROAD FOR 0.4 MILE TO
 MH0606'THE AZIMUTH MARK ON THE RIGHT.)
 MH0606'
 MH0606'THE STATION MARK IS A STANDARD DISK, STAMPED BAXTER 1969, SET
 MH0606'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 MH0606'WITH THE GROUND SURFACE.  IT IS 44.5 FEET NORTH OF A WIRE FENCE,
 MH0606'25.3 FEET WEST OF THE SOUTHWEST CORNER OF A FARM HOUSE AND 14.8
 MH0606'FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED IN THE
 MH0606'FENCE LINE.
 MH0606'
 MH0606'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BAXTER NO 1 1969,
 MH0606'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 MH0606'PROJECTS 2-INCHES.  IT IS 5.5 FEET WEST OF THE SOUTHWEST CORNER OF
 MH0606'A METAL EQUIPMENT SHED AND 0.8 FOOT SOUTHEAST OF THE SOUTHEAST
 MH0606'CORNER OF A METAL BARN.
 MH0606'
 MH0606'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BAXTER NO 2 1969,
 MH0606'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 MH0606'2-INCHES.  IT IS 32 FEET SOUTH-SOUTHWEST OF A 14-INCH TREE,
 MH0606'28.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARM HOUSE
 MH0606'AND 1.0 FOOT NORTH OF THE WIRE FENCE.
 MH0606'
 MH0606'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BAXTER 1969, SET
 MH0606'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 MH0606'WITH THE GROUND SURFACE.  IT IS 30 FEET NORTH OF THE CENTER OF
 MH0606'A GRAVELED ROAD, 2.0 FEET EAST OF A TELEPHONE POLE AND 1.5 FEET
 MH0606'EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0605 ***********************************************************************
 MH0605  DESIGNATION -  BAXTER MUNICIPAL TANK
 MH0605  PID         -  MH0605
 MH0605  STATE/COUNTY-  IA/JASPER
 MH0605  USGS QUAD   -  BAXTER (1975)
 MH0605
 MH0605                         *CURRENT SURVEY CONTROL
 MH0605  ___________________________________________________________________
 MH0605* NAD 83(1996)-  41 49 30.17437(N)    093 09 03.51515(W)     ADJUSTED  
 MH0605* NAVD 88     -                                                        
 MH0605  ___________________________________________________________________
 MH0605  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 MH0605  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 MH0605
 MH0605  HORZ ORDER  -  THIRD
 MH0605
 MH0605.The horizontal coordinates were established by classical geodetic methods
 MH0605.and adjusted by the National Geodetic Survey in May 1999..
 MH0605
 MH0605
 MH0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0605
 MH0605.The geoid height was determined by GEOID03.
 MH0605
 MH0605;                    North         East     Units Scale Factor Converg.
 MH0605;SPC IA S     -   202,734.463   528,996.086   MT  1.00000767   +0 13 47.6
 MH0605;SPC IA N     - 1,036,165.508 1,528,997.385   MT  1.00005262   +0 14 11.6
 MH0605;UTM  15      - 4,630,362.866   487,462.299   MT  0.99960193   -0 06 02.4
 MH0605
 MH0605                          SUPERSEDED SURVEY CONTROL
 MH0605
 MH0605  NAD 83(1986)-  41 49 30.17687(N)    093 09 03.51926(W) AD(       ) 4
 MH0605  NAD 27      -  41 49 30.22000(N)    093 09 02.81000(W) AD(       ) 3
 MH0605
 MH0605.Superseded values are not recommended for survey control.
 MH0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0605.See file dsdata.txt to determine how the superseded data were derived.
 MH0605
 MH0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG8746230363(NAD 83)
 MH0605_MARKER: 53 = ELEVATED TANK
 MH0605_SETTING: 0 = UNSPECIFIED SETTING
 MH0605
 MH0605  HISTORY     - Date     Condition        Report By
 MH0605  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0605  HISTORY     - 1957     GOOD             CGS
 MH0605  HISTORY     - 1969     GOOD             CGS
 MH0605
 MH0605                          STATION DESCRIPTION
 MH0605
 MH0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MH0605'THE POSITION OF THIS STATION WAS DETERMINED IN 1930 BUT THE
 MH0605'STATION WAS NOT DESCRIBED.  THE STATION IS THE CENTER OF THE
 MH0605'TOP OF THE MUNICIPAL WATER TANK LOCATED IN THE CENTRAL SECTION
 MH0605'OF BAXTER ABOUT 300 FEET SOUTHEAST OF THE INTERSECTION OF
 MH0605'TWO PAVED STREETS AND DIRECTLY EAST OF THE TOWN HALL.  IT IS
 MH0605'A STEEL TANK SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE
 MH0605'AND IS PAINTED SILVER.  THE HEIGHT IS ABOUT 130 FEET.
 MH0605
 MH0605                          STATION RECOVERY (1969)
 MH0605
 MH0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0605'RECOVERED AS DESCRIBED IN 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1126 ***********************************************************************
 MJ1126  DESIGNATION -  BAYARD MUNICIPAL TANK
 MJ1126  PID         -  MJ1126
 MJ1126  STATE/COUNTY-  IA/GUTHRIE
 MJ1126  USGS QUAD   -  BAYARD (1971)
 MJ1126
 MJ1126                         *CURRENT SURVEY CONTROL
 MJ1126  ___________________________________________________________________
 MJ1126* NAD 83(1996)-  41 51 17.58425(N)    094 33 45.94797(W)     ADJUSTED  
 MJ1126* NAVD 88     -                                                        
 MJ1126  ___________________________________________________________________
 MJ1126  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 MJ1126  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 MJ1126
 MJ1126  HORZ ORDER  -  THIRD
 MJ1126
 MJ1126.The horizontal coordinates were established by classical geodetic methods
 MJ1126.and adjusted by the National Geodetic Survey in May 1999..
 MJ1126
 MJ1126
 MJ1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1126
 MJ1126.The geoid height was determined by GEOID03.
 MJ1126
 MJ1126;                    North         East     Units Scale Factor Converg.
 MJ1126;SPC IA S     -   206,529.347   411,750.484   MT  1.00001349   -0 42 00.2
 MJ1126;SPC IA N     - 1,039,974.439 1,411,747.816   MT  1.00004518   -0 43 13.0
 MJ1126;UTM  15      - 4,634,844.988   370,280.226   MT  0.99980707   -1 02 34.4
 MJ1126
 MJ1126                          SUPERSEDED SURVEY CONTROL
 MJ1126
 MJ1126  NAD 83(1986)-  41 51 17.58063(N)    094 33 45.95278(W) AD(       ) 4
 MJ1126  NAD 27      -  41 51 17.63400(N)    094 33 45.04600(W) AD(       ) 3
 MJ1126
 MJ1126.Superseded values are not recommended for survey control.
 MJ1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1126.See file dsdata.txt to determine how the superseded data were derived.
 MJ1126
 MJ1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG7028034845(NAD 83)
 MJ1126_MARKER: 51 = TANK
 MJ1126
 MJ1126  HISTORY     - Date     Condition        Report By
 MJ1126  HISTORY     - 1930     FIRST OBSERVED   CGS
 MJ1126
 MJ1126                          STATION DESCRIPTION
 MJ1126
 MJ1126'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0920 ***********************************************************************
 LF0920  DESIGNATION -  BB 158
 LF0920  PID         -  LF0920
 LF0920  STATE/COUNTY-  IA/FREMONT
 LF0920  USGS QUAD   -  TABOR NE (1957)
 LF0920
 LF0920                         *CURRENT SURVEY CONTROL
 LF0920  ___________________________________________________________________
 LF0920* NAD 83(1986)-  40 53 16.     (N)    095 33 23.     (W)     SCALED    
 LF0920* NAVD 88     -       297.927  (meters)     977.45   (feet)  ADJUSTED  
 LF0920  ___________________________________________________________________
 LF0920  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LF0920  DYNAMIC HT  -         297.779 (meters)     976.96  (feet)  COMP
 LF0920  MODELED GRAV-     980,118.8   (mgal)                       NAVD 88
 LF0920
 LF0920  VERT ORDER  -  SECOND    CLASS 0
 LF0920
 LF0920.The horizontal coordinates were scaled from a topographic map and have
 LF0920.an estimated accuracy of +/- 6 seconds.
 LF0920
 LF0920.The orthometric height was determined by differential leveling
 LF0920.and adjusted by the National Geodetic Survey in June 1991..
 LF0920
 LF0920.The geoid height was determined by GEOID03.
 LF0920
 LF0920.The dynamic height is computed by dividing the NAVD 88
 LF0920.geopotential number by the normal gravity value computed on the
 LF0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0920.degrees latitude (g = 980.6199 gals.).
 LF0920
 LF0920.The modeled gravity was interpolated from observed gravity values.
 LF0920
 LF0920;                    North         East    Units  Estimated Accuracy
 LF0920;SPC IA S     -   100,640.      326,720.      MT  (+/- 180 meters Scaled)
 LF0920
 LF0920                          SUPERSEDED SURVEY CONTROL
 LF0920
 LF0920  NGVD 29 (??/??/92)  297.829  (m)          977.13   (f) ADJ UNCH    2 0
 LF0920
 LF0920.Superseded values are not recommended for survey control.
 LF0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0920.See file dsdata.txt to determine how the superseded data were derived.
 LF0920
 LF0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF846294(NAD 83)
 LF0920_MARKER: DB = BENCH MARK DISK
 LF0920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0920_SP_SET: BRIDGE ABUTMENT
 LF0920_STAMPING: BB 158 1949
 LF0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0920
 LF0920  HISTORY     - Date     Condition        Report By
 LF0920  HISTORY     - 1949     MONUMENTED       CGS
 LF0920  HISTORY     - 1950     GOOD             NGS
 LF0920  HISTORY     - 1950     GOOD             NGS
 LF0920
 LF0920                          STATION DESCRIPTION
 LF0920
 LF0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF0920'1.2 MI N FROM RANDOLPH.
 LF0920'0.2 MILE EAST ALONG STATE HIGHWAY 184 FROM THE SCHOOLHOUSE AT
 LF0920'RANDOLPH, THENCE 1.0 MILE NORTH ALONG AN OILED ROAD, SET IN
 LF0920'THE TOP OF THE SOUTHWEST WINGWALL OF THE SOUTH ABUTMENT OF A
 LF0920'100-FOOT STEEL BRIDGE, AT A JUNCTION WITH A DIRT ROAD LEADING
 LF0920'EAST, 10.8 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 LF0920'ROAD, 6.0 FEET NORTHEAST OF THE SOUTHWEST END OF THE WINGWALL
 LF0920'AND 1.0 FOOT ABOVE THE LEVEL OF THE ROAD.
 LF0920
 LF0920                          STATION RECOVERY (1950)
 LF0920
 LF0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0792 ***********************************************************************
 OP0792  PACS        -  This is a Primary Airport Control Station.
 OP0792  DESIGNATION -  BEACON
 OP0792  PID         -  OP0792
 OP0792  STATE/COUNTY-  IA/CLAY
 OP0792  USGS QUAD   -  SPENCER (1982)
 OP0792
 OP0792                         *CURRENT SURVEY CONTROL
 OP0792  ___________________________________________________________________
 OP0792* NAD 83(1996)-  43 10 02.07578(N)    095 11 51.00025(W)     ADJUSTED  
 OP0792* NAVD 88     -       406.54   (meters)    1333.8    (feet)  GPS OBS   
 OP0792  ___________________________________________________________________
 OP0792  X           -    -422,103.469 (meters)                     COMP
 OP0792  Y           -  -4,640,379.469 (meters)                     COMP
 OP0792  Z           -   4,341,330.276 (meters)                     COMP
 OP0792  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 OP0792  ELLIP HEIGHT-         378.05  (meters)          (06/15/04) GPS OBS
 OP0792  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 OP0792
 OP0792  HORZ ORDER  -  B
 OP0792  ELLP ORDER  -  FOURTH    CLASS I
 OP0792
 OP0792.This mark is at Spencer Municipal Airport (SPW)
 OP0792
 OP0792.The horizontal coordinates were established by GPS observations
 OP0792.and adjusted by the National Geodetic Survey in November 2002..
 OP0792
 OP0792.The orthometric height was determined by GPS observations and a
 OP0792.high-resolution geoid model.
 OP0792
 OP0792.GPS derived orthometric heights for airport stations designated as
 OP0792.PACS or SACS are published to 2 decimal places.  This maintains
 OP0792.centimeter relative accuracy between the PACS and SACS.  It does
 OP0792.not indicate centimeter accuracy relative to other marks which are
 OP0792.part of the NAVD 88 network.
 OP0792
 OP0792.Photographs are available for this station.
 OP0792
 OP0792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0792
 OP0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0792
 OP0792.The ellipsoidal height was determined by GPS observations
 OP0792.and is referenced to NAD 83.
 OP0792
 OP0792.The geoid height was determined by GEOID03.
 OP0792
 OP0792;                    North         East     Units Scale Factor Converg.
 OP0792;SPC IA N     - 1,186,582.309 1,361,971.777   MT  0.99998335   -1 09 01.7
 OP0792;UTM  15      - 4,781,731.283   321,369.077   MT  0.99999254   -1 30 13.6
 OP0792
 OP0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0792!SPC IA N     -   0.99994072  x   0.99998335  =   0.99992407
 OP0792!UTM  15      -   0.99994072  x   0.99999254  =   0.99993326
 OP0792
 OP0792:                Primary Azimuth Mark                     Grid Az
 OP0792:SPC IA N     -  FOSTORIA SPENCER AREA TV MAST            004 19 30.5
 OP0792:UTM  15      -  FOSTORIA SPENCER AREA TV MAST            004 40 42.4
 OP0792
 OP0792|---------------------------------------------------------------------|
 OP0792| PID    Reference Object                     Distance      Geod. Az  |
 OP0792|                                                           dddmmss.s |
 OP0792| OP0783 FOSTORIA SPENCER AREA TV MAST       APPROX. 9.9 KM 0031028.8 |
 OP0792| OP0790 AIRPORT BCN SPENCER MUN APT          39.441 METERS 01855     |
 OP0792| OP0789 SPENCER RAD STA KICD MAST           APPROX. 4.2 KM 0922014.7 |
 OP0792| OP0791 BEACON RM 2                           8.489 METERS 14733     |
 OP0792| CO2203 BEACON AZ MK                                       1604034.9 |
 OP0792| OP0793 EVERLY CORN BELT PWR COOP MAST      APPROX. 4.8 KM 2592145.4 |
 OP0792| OP1151 BEACON AZ MK 2                      APPROX. 0.8 KM 2845536.7 |
 OP0792|---------------------------------------------------------------------|
 OP0792
 OP0792                          SUPERSEDED SURVEY CONTROL
 OP0792
 OP0792  ELLIP H (11/27/02)  378.06   (m)                       GP(       ) 4 1
 OP0792  NAD 83(1996)-  43 10 02.07554(N)    095 11 51.00038(W) AD(       ) B
 OP0792  ELLIP H (03/18/02)  378.06   (m)                       GP(       ) 4 1
 OP0792  NAD 83(1996)-  43 10 02.07582(N)    095 11 51.00018(W) AD(       ) 2
 OP0792  ELLIP H (05/06/99)  378.07   (m)                       GP(       ) 4 1
 OP0792  NAD 83(1996)-  43 10 02.07583(N)    095 11 51.00018(W) AD(       ) 2
 OP0792  NAD 83(1986)-  43 10 02.07320(N)    095 11 50.98947(W) AD(       ) 2
 OP0792  NAD 27      -  43 10 02.19217(N)    095 11 49.99045(W) AD(       ) 2
 OP0792  NGVD 29 (07/09/90)  406.4    (m)         1333.     (f) GPS OBS        
 OP0792
 OP0792.Superseded values are not recommended for survey control.
 OP0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0792.See file dsdata.txt to determine how the superseded data were derived.
 OP0792
 OP0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2136981731(NAD 83)
 OP0792_MARKER: DS = TRIANGULATION STATION DISK
 OP0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0792_SP_SET: CONCRETE POST
 OP0792_STAMPING: BEACON 1971
 OP0792_MARK LOGO: NGS   
 OP0792_PROJECTION: FLUSH
 OP0792_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0792+STABILITY: SURFACE MOTION
 OP0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0792+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2000
 OP0792
 OP0792  HISTORY     - Date     Condition        Report By
 OP0792  HISTORY     - 1971     MONUMENTED       NGS
 OP0792  HISTORY     - 1971     GOOD             NGS
 OP0792  HISTORY     - 19890614 GOOD             NGS
 OP0792  HISTORY     - 19910902 GOOD             NGS
 OP0792  HISTORY     - 20001218 GOOD             WOOLPT
 OP0792
 OP0792                          STATION DESCRIPTION
 OP0792
 OP0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0792'THE STATION IS LOCATED ABOUT 3 MILES WEST OF SPENCER AT THE
 OP0792'SITE OF THE SPENCER MUNICIPAL AIRPORT AND ON LAND OWNED BY THE
 OP0792'CITY OF SPENCER.
 OP0792'
 OP0792'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18
 OP0792'AND 71 AND 18TH STREET IN THE NORTH PART OF SPENCER, GO WEST
 OP0792'ON 18TH STREET FOR 2.3 MILES TO A CROSSROAD AND THE AZIMUTH
 OP0792'MARK IN THE NORTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT
 OP0792'AND GO NORTH ON A PAVED ROAD FOR 0.9 MILE TO A CROSSROAD.  TURN
 OP0792'LEFT AND GO WEST ON A PAVED ROAD FOR 0.3 MILE TO THE ENTRANCE
 OP0792'TO THE AIRPORT ON THE LEFT.  TURN LEFT AND GO SOUTH ON A PAVED
 OP0792'ROAD FOR 0.15 MILE TO THE ADMINISTRATION BUILDING AND THE
 OP0792'STATION ON THE LEFT.
 OP0792'
 OP0792'STATION MARKS ARE STANDARD DISK STAMPED BEACON 1971.  THE SURFACE
 OP0792'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0792'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET SOUTHWEST
 OP0792'OF THE SOUTHWEST CORNER OF THE BUILDING, 25 FEET WEST OF A METAL
 OP0792'LIGHT POLE, 16.5 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK AND
 OP0792'3 FEET EAST OF THE EAST EDGE OF A CONCRETE CURB OF THE RAMP
 OP0792'AREA.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OP0792'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 OP0792'
 OP0792'REFERENCE MARK 1, A STANDARD DISK STAMPED BEACON NO 1 1971,
 OP0792'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0792'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS IN THE CENTER OF
 OP0792'THE FOUR BRIDGED STEEL SUPPORT LEGS OF AN AIRPORT BEACON.
 OP0792'
 OP0792'REFERENCE MARK 2, A STANDARD DISK STAMPED BEACON NO 2 1971, IS
 OP0792'CEMENTED IN A DRILL HOLE IN THE NORTH CONCRETE CURB OF THE RAMP
 OP0792'AREA, FLUSH WITH THE CURB.  IT IS 51 FEET SOUTH-SOUTHWEST OF
 OP0792'THE SOUTHWEST CORNER OF THE BUILDING, 26 FEET SOUTH-SOUTHWEST
 OP0792'OF THE METAL LIGHT POLE AND 17.2 FEET WEST OF THE WEST EDGE OF
 OP0792'A SIDEWALK.
 OP0792'
 OP0792'THE AZIMUTH MARK, A STANDARD DISK STAMPED BEACON 1971, IS SET
 OP0792'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 OP0792'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 54 FEET WEST OF THE
 OP0792'CENTER OF A PAVED ROAD, 45 FEET NORTH OF THE CENTER OF A GRAVELED
 OP0792'ROAD, 11.5 FEET SOUTH OF POWER POLE NUMBER SPP 75 AND 3 FEET
 OP0792'SOUTHWEST OF A METAL WITNESS POST.
 OP0792'
 OP0792'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 OP0792
 OP0792                          STATION RECOVERY (1971)
 OP0792
 OP0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OP0792'RECOVERED IN GOOD CONDITION.
 OP0792
 OP0792                          STATION RECOVERY (1989)
 OP0792
 OP0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OP0792'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) NORTHWEST OF SPENCER, AT
 OP0792'THE SPENCER MUNICIPAL AIRPORT, AT THE SOUTHWEST CORNER OF THE LAWN OF
 OP0792'THE ADMINISTRATION BUILDING AND JUST NORTHWEST OF THE FUELING STATION.
 OP0792'OWNERSHIP--CITY OF SPENCER, SPENCER, IA 51301, PHONE (712) 262-7734.
 OP0792'AIRPORT MANAGER IS DOUG VOSS.
 OP0792'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 18 AND 71 ON THE
 OP0792'SOUTH SIDE OF SPENCER, GO NORTH ON US HIGHWAYS 71 AND 18 FOR 1.6 KM
 OP0792'(1.00 MI) TO THE INTERSECTION OF 4TH STREET.  TURN LEFT, WEST, ON 4TH
 OP0792'STREET AND GO 3.85 KM (2.40 MI) TO A PAVED ROAD RIGHT (COUNTY ROAD
 OP0792'44). TURN RIGHT, NORTH, FOR 3.05 KM (1.90 MI) TO THE INTERSECTION OF A
 OP0792'PAVED ROAD.  TURN LEFT, WEST, AND GO 0.65 KM (0.40 MI) TO THE SECOND
 OP0792'ONE OF TWO AIRPORT ENTRANCE ROADS ON THE LEFT.  TURN LEFT, SOUTH, ON
 OP0792'THE AIRPORT ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO A GATE AT THE
 OP0792'BEACON TOWER.  CONTINUE AHEAD THROUGH THE GATE TO THE SOUTHWEST END OF
 OP0792'THE LAWN OF THE ADMINISTRATION BUILDINGS, THE FUELING STATION AND THE
 OP0792'STATION ON THE LEFT.
 OP0792'THE STATION IS A STANDARD NGS HORIZONTAL STATION MARK DISK FLUSH WITH
 OP0792'THE GROUND.  LOCATED 12.2 M (40.0 FT) SOUTHWEST OF THE SOUTHWEST
 OP0792'CORNER OF THE ADMINISTRATION BUILDING, 2.1 M (6.9 FT) NORTH OF THE
 OP0792'SOUTH EDGE OF THE LAWN, 1.7 M (5.6 FT) NORTHWEST OF THE NORTHWEST
 OP0792'CORNER OF CONCRETE PAD SUPPORTING THE FUEL TANKS AND 0.9 M (3.0 FT)
 OP0792'WEST OF THE CURB AROUND THE LAWN.
 OP0792'DESCRIBED BY M. L. MCCREADY.
 OP0792
 OP0792                          STATION RECOVERY (1991)
 OP0792
 OP0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OP0792'THE STATION IS LOCATED AT THE ADMINISTRATION/TERMINAL BUILDING,
 OP0792'NORTHWEST OF THE FUEL PUMPS AND NORTH OF THE RAMP.  THE STATION IS
 OP0792'39.8 FT (12.1 M) SW OF THE SW CORNER OF THE ADMINISTRATION BUILDING,
 OP0792'25.0 FT (7.6 M) WEST OF A LIGHT STANDARD, AND 3.0 FT (0.9 M) EAST OF
 OP0792'THE WEST EDGE OF A CONCRETE RAMP.  THE STATION IS A STANDARD USCGS
 OP0792'TRIANGULATION MARK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OP0792'GROUND AND STAMPED BEACON 1971.
 OP0792
 OP0792                          STATION RECOVERY (2000)
 OP0792
 OP0792'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (BJM)
 OP0792'RECOVERED AS DESCRIBED. NOTE-- THE AIRPORT MANAGER IS NOW GAIL
 OP0792'BRANDT.
 OP0792' 
 OP0792'THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 OP0792'STATION.
 OP0792' 
 OP0792'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1209 ***********************************************************************
 MJ1209  DESIGNATION -  BEACON
 MJ1209  PID         -  MJ1209
 MJ1209  STATE/COUNTY-  IA/MILLS
 MJ1209  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ1209
 MJ1209                         *CURRENT SURVEY CONTROL
 MJ1209  ___________________________________________________________________
 MJ1209* NAD 83(1996)-  41 07 48.50272(N)    095 47 20.18543(W)     ADJUSTED  
 MJ1209* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 MJ1209  ___________________________________________________________________
 MJ1209  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 MJ1209  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 MJ1209
 MJ1209  HORZ ORDER  -  FIRST
 MJ1209
 MJ1209.The horizontal coordinates were established by classical geodetic methods
 MJ1209.and adjusted by the National Geodetic Survey in May 1999..
 MJ1209
 MJ1209.The orthometric height was scaled from a topographic map.
 MJ1209
 MJ1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1209
 MJ1209.The geoid height was determined by GEOID03.
 MJ1209
 MJ1209;                    North         East     Units Scale Factor Converg.
 MJ1209;SPC IA S     -   128,028.734   307,830.822   MT  0.99994913   -1 30 27.8
 MJ1209;UTM  15      - 4,556,953.315   265,895.178   MT  1.00027456   -1 50 07.1
 MJ1209
 MJ1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1209!SPC IA S     -   0.99993998  x   0.99994913  =   0.99988911
 MJ1209!UTM  15      -   0.99993998  x   1.00027456  =   1.00021452
 MJ1209
 MJ1209|---------------------------------------------------------------------|
 MJ1209| PID    Reference Object                     Distance      Geod. Az  |
 MJ1209|                                                           dddmmss.s |
 MJ1209| CL6837 BEACON RM 1                          32.300 METERS 00552     |
 MJ1209| CL6836 BEACON AZ MK                                       0843852.3 |
 MJ1209| MJ1204 GLENWOOD STATE SCH WATER TANK       APPROX.11.3 KM 1564019.3 |
 MJ1209| MJ1205 AIRWAY BN 14 FLASH RED WHITE        APPROX.15.4 KM 1583650.6 |
 MJ1209| MJ1213 PLATTSMOUTH CASS CO CTHSE CUP       APPROX.15.4 KM 2111013.7 |
 MJ1209| MJ1214 PLATTSMOUTH MUN STANDPIPE           APPROX.14.8 KM 2134848.1 |
 MJ1209| MK1994 LOUISVILLE ASHEVILLE CEM STK        APPROX.33.6 KM 2460520.7 |
 MJ1209| CL6838 BEACON RM 2                          27.263 METERS 26907     |
 MJ1209| MK1998 AIRWAY BN 87 FLASH RED WHITE        APPROX.37.4 KM 2725320.9 |
 MJ1209| MJ1249 COUNCIL BLUFFS CO CTHSE CUPOLA      APPROX.15.1 KM 3393533.4 |
 MJ1209| MJ1253 COUNCIL BLUFFS N MUNICIPAL TK       APPROX.16.7 KM 3435743.6 |
 MJ1209| MJ1250 AIRWAY BEACON 0                     APPROX.18.2 KM 3450751.5 |
 MJ1209| MJ1257 COUNCIL BLUFFS S MUNICIPAL TK       APPROX.14.6 KM 3451017.6 |
 MJ1209|---------------------------------------------------------------------|
 MJ1209
 MJ1209                          SUPERSEDED SURVEY CONTROL
 MJ1209
 MJ1209  NAD 83(1996)-  41 07 48.50269(N)    095 47 20.18539(W) AD(       ) 1
 MJ1209  NAD 83(1986)-  41 07 48.51205(N)    095 47 20.18403(W) AD(       ) 1
 MJ1209  NAD 27      -  41 07 48.51000(N)    095 47 19.15400(W) AD(       ) 1
 MJ1209
 MJ1209.Superseded values are not recommended for survey control.
 MJ1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1209.See file dsdata.txt to determine how the superseded data were derived.
 MJ1209
 MJ1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6589556953(NAD 83)
 MJ1209_MARKER: DS = TRIANGULATION STATION DISK
 MJ1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1209_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1209
 MJ1209  HISTORY     - Date     Condition        Report By
 MJ1209  HISTORY     - 1934     MONUMENTED       CGS
 MJ1209  HISTORY     - 1947     GOOD             CGS
 MJ1209  HISTORY     - 1953     SEE DESCRIPTION  CGS
 MJ1209  HISTORY     - 1955     SEE DESCRIPTION  USGS
 MJ1209  HISTORY     - 1957     SEE DESCRIPTION  CGS
 MJ1209
 MJ1209                          STATION DESCRIPTION
 MJ1209
 MJ1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ1209'STATION IS ABOUT 10 MILES SOUTH OF COUNCIL BLUFFS, 10 MILES
 MJ1209'NORTHEAST OF PLATTSMOUTH, IN THE NORTHEAST QUARTER OF SEC. 16,
 MJ1209'T. 73 N., R. 43 W., ON LAND LEASED BY THE DEPARTMENT OF COMMERCE
 MJ1209'AND USED AS A SITE FOR AIR BEACON NO. 15.
 MJ1209'
 MJ1209'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 34 AND 275 WITH
 MJ1209'U.S. HIGHWAYS 30 AND 6 IN COUNCIL BLUFFS, GO SOUTH ON U.S.
 MJ1209'HIGHWAYS 34 AND 375 FOR 10.9 MILES TO SIDE ROAD TO WEST AT TOP
 MJ1209'OF HILL, THENCE WEST AND SOUTH ON DIRT ROAD 1.2 MILES TO BEACON
 MJ1209'AND STATION.  STATION IS IN THE SOUTHEAST CORNER OF THE SMALL
 MJ1209'FENCED-IN AREA OCCUPIED BY THE AIR BEACON.
 MJ1209'
 MJ1209'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION,
 MJ1209'IN THE NORTH FENCE LINE 32.300 METERS (105.98 FEET) FROM
 MJ1209'STATION.
 MJ1209'
 MJ1209'REFERENCE MARK NO. 2 IS WEST OF STATION, IN THE
 MJ1209'WEST FENCE LINE, 27.263 METERS (89.44 FEET) FROM STATION.
 MJ1209'
 MJ1209'AZIMUTH MARK IS EAST OF STATION.  TO REACH, FOLLOW
 MJ1209'DIRT ROAD 1.2 MILES EAST TO HIGHWAY 275, THEN SOUTH 0.8 MILE.
 MJ1209'MARK IS ON THE EAST SIDE OF ROAD IN FENCE LINE.
 MJ1209'
 MJ1209'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 MJ1209
 MJ1209                          STATION RECOVERY (1947)
 MJ1209
 MJ1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1209'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934 AND
 MJ1209'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES AND DIRECTIONS
 MJ1209'WERE CHECKED AND FOUND TO BE CORRECT.  THE DIRECTION TO AIRWAY
 MJ1209'BEACON NO. 15 WAS NOT CHECKED.  THE POINT INTERSECTED WAS THE
 MJ1209'CENTER OF THE LIGHT.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 MJ1209'
 MJ1209'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF COUNCIL BLUFFS,
 MJ1209'ABOUT 13 MILES NORTHEAST OF PLATTSMOUTH, ABOUT 7 MILES
 MJ1209'NORTH-NORTHWEST OF GLENWOOD, ON PROPERTY LEASED BY THE DEPARTMENT OF
 MJ1209'COMMERCE AND USED AS A SITE FOR BEACON NO. 15.  IT IS 72.09 FEET
 MJ1209'SOUTHEAST OF THE CENTER OF THE BASE OF THE BEACON TOEWR.
 MJ1209'THE DISK IS STAMPED BEACON 1934 AND PROJECTS 8 INCHES.
 MJ1209'
 MJ1209'REFERENCE MARK NO. 1 IS 105.98 FEET NORTH OF THE STATION, 21
 MJ1209'FEET EAST OF THE EAST GATE POST, 18 FEET SOUTH OF THE CENTERLINE
 MJ1209'OF THE ROAD, AND 6 INCHES SOUTH OF THE RIGHT-OF-WAY FENCE LINE.
 MJ1209'THE DISK IS STAMPED BEACON NO 1 1934 AND PROJECTS 8 INCHES.
 MJ1209'
 MJ1209'REFERENCE MARK NO. 2 IS 89.44 FEET WEST OF THE STATION (SLOPE
 MJ1209'DISTANCE), AND 64 FEET WEST-SOUTHWEST OF THE SOUTHWEST LEG OF
 MJ1209'THE BEACON TOWER.  THE DISK IS STAMPED BEACON NO 2 1934 AND
 MJ1209'PROJECTS 6 INCHES.
 MJ1209'
 MJ1209'THE AZIMUTH MARK IS APPROXIMATELY 1.2 MILES WEST OF THE STATION,
 MJ1209'63 YARDS NORTH OF THE CENTERLINE OF A DIRT SIDE ROAD, 35 FEET
 MJ1209'EAST OF THE CENTERLINE OF U.S. HIGHWAY 275, AND 1 FOOT EAST OF
 MJ1209'THE RIGHT-OF-WAY FENCE LINE.  THE DISK IS STAMPED BEACON AZI
 MJ1209'1934 AND PROJECTS 2 INCHES.
 MJ1209'
 MJ1209'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND
 MJ1209'275 IN GLENWOOD, GO NORTH ON HIGHWAY 275 FOR 6.55 MILES TO THE
 MJ1209'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY
 MJ1209'275 FOR 0.7 MILE TO A DIRT SIDE ROAD LEFT.  TURN LEFT AND FOLLOW
 MJ1209'THE DIRT ROAD WEST FOR 1.2 MILES TO AN IRON GATE ON THE RIGHT,
 MJ1209'AT THE BEACON, AND THE STATION AS DESCRIBED.
 MJ1209'
 MJ1209'HEIGHT OF TOWER - 64 FEET.
 MJ1209
 MJ1209                          STATION RECOVERY (1953)
 MJ1209
 MJ1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 MJ1209'THE SURFACE MARK HAS BEEN DESTROYED.  REFERENCE MARK NO 1 WAS
 MJ1209'RECOVERED AS DESCRIBED.  REFERENCE MARK NO 2 HAS BEEN DESTROYED.
 MJ1209'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 MJ1209
 MJ1209                          STATION RECOVERY (1955)
 MJ1209
 MJ1209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ1209'STATION WAS LOCATED ON GROUND WHICH IS NOW FARMED.
 MJ1209'
 MJ1209'REFERENCE MARKS 1 AND 2 WERE FOUND.
 MJ1209'
 MJ1209'THE LAND HAS BEEN TERRACED IN RECENT YEARS AND THE AIRWAY BEACON
 MJ1209'NO. 15 LOCATED NEARBY WAS DESTROYED IN 1948.
 MJ1209
 MJ1209                          STATION RECOVERY (1957)
 MJ1209
 MJ1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MJ1209'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH
 MJ1209'MARK WERE RECOVERED AND FOUND TO BE AS DESCRIBED.  THE DISTANCE
 MJ1209'TO REFERENCE MARK 1 AND THE DIRECTION BETWEEN REFERENCE MARK 1
 MJ1209'AND THE AZIMUTH MARK CHECKED WITH THE 1947 DATA.  THE SURFACE
 MJ1209'STATION MARK AND REFERENCE MARK 2 HAVE BEEN DESTROYED.  THE
 MJ1209'MAIN PART OF THE CONCRETE CYLINDER WAS BURIED ALMOST ON TOP OF
 MJ1209'THE UNDERGROUND STATION MARK AND IS JUST AT THE NORTH EDGE OF
 MJ1209'THE DISK.  THE OLD DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1151 ***********************************************************************
 OP1151  DESIGNATION -  BEACON AZ MK 2
 OP1151  PID         -  OP1151
 OP1151  STATE/COUNTY-  IA/CLAY
 OP1151  USGS QUAD   -  SPENCER (1982)
 OP1151
 OP1151                         *CURRENT SURVEY CONTROL
 OP1151  ___________________________________________________________________
 OP1151* NAD 83(1996)-  43 10 08.37253(N)    095 12 23.27699(W)     ADJUSTED  
 OP1151* NAVD 88     -       407.4    (meters)    1337.     (feet)  VERTCON   
 OP1151  ___________________________________________________________________
 OP1151  X           -    -422,817.590 (meters)                     COMP
 OP1151  Y           -  -4,640,181.563 (meters)                     COMP
 OP1151  Z           -   4,341,472.578 (meters)                     COMP
 OP1151  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 OP1151  ELLIP HEIGHT-         378.88  (meters)          (05/06/99) GPS OBS
 OP1151  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 OP1151
 OP1151  HORZ ORDER  -  THIRD
 OP1151  ELLP ORDER  -  FOURTH    CLASS I
 OP1151
 OP1151.This mark is at Spencer Municipal Airport (SPW)
 OP1151
 OP1151.The horizontal coordinates were established by GPS observations
 OP1151.and adjusted by the National Geodetic Survey in May 1999..
 OP1151
 OP1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1151
 OP1151.Photographs are available for this station.
 OP1151
 OP1151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1151
 OP1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1151
 OP1151.The ellipsoidal height was determined by GPS observations
 OP1151.and is referenced to NAD 83.
 OP1151
 OP1151.The geoid height was determined by GEOID03.
 OP1151
 OP1151;                    North         East     Units Scale Factor Converg.
 OP1151;SPC IA N     - 1,186,791.262 1,361,246.769   MT  0.99998362   -1 09 23.6
 OP1151;UTM  15      - 4,781,944.704   320,645.363   MT  0.99999573   -1 30 35.9
 OP1151
 OP1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1151!SPC IA N     -   0.99994059  x   0.99998362  =   0.99992421
 OP1151!UTM  15      -   0.99994059  x   0.99999573  =   0.99993632
 OP1151
 OP1151:                Primary Azimuth Mark                     Grid Az
 OP1151:SPC IA N     -  BEACON                                   106 04 38.3
 OP1151:UTM  15      -  BEACON                                   106 25 50.6
 OP1151
 OP1151|---------------------------------------------------------------------|
 OP1151| PID    Reference Object                     Distance      Geod. Az  |
 OP1151|                                                           dddmmss.s |
 OP1151| OP0792 BEACON                              APPROX. 0.8 KM 1045514.7 |
 OP1151|---------------------------------------------------------------------|
 OP1151
 OP1151                          SUPERSEDED SURVEY CONTROL
 OP1151
 OP1151  NAD 83(1996)-  43 10 08.37253(N)    095 12 23.27699(W) AD(       ) 3
 OP1151  NAD 83(1986)-  43 10 08.36996(N)    095 12 23.26643(W) AD(       ) 3
 OP1151  NGVD 29 (07/09/90)  407.2    (m)         1336.     (f) GPS OBS        
 OP1151
 OP1151.Superseded values are not recommended for survey control.
 OP1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1151.See file dsdata.txt to determine how the superseded data were derived.
 OP1151
 OP1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2064581945(NAD 83)
 OP1151_MARKER: I = METAL ROD
 OP1151_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OP1151_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OP1151_STAMPING: BEACON 1971 AZ MK 2 1989
 OP1151_MARK LOGO: NGS   
 OP1151_PROJECTION: FLUSH
 OP1151_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1151+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OP1151_ROD/PIPE-DEPTH: 19.0 meters
 OP1151_SLEEVE-DEPTH  : 0.91 meters
 OP1151
 OP1151  HISTORY     - Date     Condition        Report By
 OP1151  HISTORY     - 1989     MONUMENTED       NGS
 OP1151  HISTORY     - 19910615 GOOD             NGS
 OP1151
 OP1151                          STATION DESCRIPTION
 OP1151
 OP1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OP1151'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) NORTHWEST OF SPENCER, AT
 OP1151'THE SPENCER MUNICIPAL AIRPORT, ALONG THE SOUTH SIDE OF THE TAXIWAY
 OP1151'BETWEEN RUNWAYS 18 AND 12.  OWNERSHIP--CITY OF SPENCER, SPENCER, IA
 OP1151'51301, PHONE (712) 262-7734.  THE AIRPORT MANAGER IS DOUG VOSS.
 OP1151'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 71 AND 18 ON THE
 OP1151'SOUTH SIDE OF SPENCER, GO NORTH ON US HIGHWAYS 71 AND 18 FOR 1.6 KM
 OP1151'(1.00 MI) TO THE INTERSECTION OF 4TH STREET.  TURN LEFT, WEST, FOR
 OP1151'3.85 KM (2.40 MI) TO THE JUNCTION OF A PAVED ROAD RIGHT (COUNTY ROAD
 OP1151'44).  TURN RIGHT, NORTH, AND GO 3.05 KM (1.90 MI) TO A CROSS ROAD.
 OP1151'TURN LEFT, WEST, AND GO 0.65 KM (0.40 MI) TO THE SECOND ONE OF TWO
 OP1151'AIRPORT ENTRANCE ROADS ON THE LEFT.  TURN LEFT, SOUTH, FOR 0.16 KM
 OP1151'(0.10 MI) TO A GATE AT THE BEACON TOWER.  CONTINUE AHEAD THROUGH THE
 OP1151'GATE TO THE ADMINISTRATION BUILDING ON THE LEFT.  TURN RIGHT, WEST,
 OP1151'ONTO THE TAXIWAY AND GO 0.8 KM (0.50 MI), CROSSING THE END OF RUNWAY
 OP1151'18, TO A CURVE IN THE TAXIWAY, ABOUT 243.85 M (800.0 FT)
 OP1151'EAST-SOUTHEAST OF THE END OF RUNWAY 12.
 OP1151'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND AND
 OP1151'ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.
 OP1151'LOCATED ON THE SOUTH SIDE OF A CURVE IN THE TAXIWAY, 14.45 M
 OP1151'(47.4 FT) WEST OF A TAXIWAY BEACON LIGHT, 3.9 M (12.8 FT) EAST OF A
 OP1151'TAXIWAY BEACON LIGHT, 1.75 M (5.7 FT) SOUTH OF THE SOUTH EDGE OF THE
 OP1151'TAXIWAY AND 1.75 M (5.7 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 OP1151'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OP1151'DESCRIBED BY M. L. MCCREADY.
 OP1151
 OP1151                          STATION RECOVERY (1991)
 OP1151
 OP1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OP1151'THE STATION IS LOCATED ON THE AIRPORT WEST OF RUNWAY END 18.  THE
 OP1151'STATION IS 47.2 FT (14.4 M) WEST OF THE 7TH TAXIWAY LIGHT WEST OF THE
 OP1151'WEST HOLD BAR FOR RUNWAY END 18, 12.5 FT (3.8 M) EAST OF THE 8TH
 OP1151'TAXIWAY LIGHT 69.6 FT (21.2 M) EAST OF THE 9TH TAXIWAY LIGHT, AND 5.6
 OP1151'FT (1.7 M) SOUTH OF THE EDGE OF TEH TAXIWAY.  THE STATION IS A
 OP1151'STAINLESS STEEL ROD DRIVEN INTO THE GROUND AND ENCASED IN A 5 INCH PVC
 OP1151'PIPE WITH A GEODETIC CONTROL MARK LOGO CAP FLUSH WITH THE GROUND. THE
 OP1151'DESIGNATION BEACON 1971 AZ MK 2 1989 IS STAMPED IN THE RIM OF THE LOGO
 OP1151'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0791 ***********************************************************************
 OP0791  DESIGNATION -  BEACON RM 2
 OP0791  PID         -  OP0791
 OP0791  STATE/COUNTY-  IA/CLAY
 OP0791  USGS QUAD   -  SPENCER (1982)
 OP0791
 OP0791                         *CURRENT SURVEY CONTROL
 OP0791  ___________________________________________________________________
 OP0791* NAD 83(1996)-  43 10 01.84366(N)    095 11 50.79861(W)     ADJUSTED  
 OP0791* NAVD 88     -       406.1    (meters)    1332.     (feet)  VERTCON   
 OP0791  ___________________________________________________________________
 OP0791  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 OP0791  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 OP0791
 OP0791  HORZ ORDER  -  SECOND
 OP0791
 OP0791.This mark is at Spencer Municipal Airport (SPW)
 OP0791
 OP0791.The horizontal coordinates were established by classical geodetic methods
 OP0791.and adjusted by the National Geodetic Survey in May 1999..
 OP0791
 OP0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0791
 OP0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0791
 OP0791.The geoid height was determined by GEOID03.
 OP0791
 OP0791;                    North         East     Units Scale Factor Converg.
 OP0791;SPC IA N     - 1,186,575.056 1,361,976.187   MT  0.99998334   -1 09 01.6
 OP0791;UTM  15      - 4,781,724.002   321,373.442   MT  0.99999252   -1 30 13.4
 OP0791
 OP0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0791!SPC IA N     -   0.99994078  x   0.99998334  =   0.99992412
 OP0791!UTM  15      -   0.99994078  x   0.99999252  =   0.99993330
 OP0791
 OP0791:                Primary Azimuth Mark                     Grid Az
 OP0791:SPC IA N     -  SPENCER                                  099 55 23.2
 OP0791:UTM  15      -  SPENCER                                  100 16 35.0
 OP0791
 OP0791|---------------------------------------------------------------------|
 OP0791| PID    Reference Object                     Distance      Geod. Az  |
 OP0791|                                                           dddmmss.s |
 OP0791| OP1146 SPENCER                             APPROX. 4.2 KM 0984621.6 |
 OP0791| OP0792 BEACON                                8.489 METERS 32733     |
 OP0791|---------------------------------------------------------------------|
 OP0791
 OP0791                          SUPERSEDED SURVEY CONTROL
 OP0791
 OP0791  NAD 83(1996)-  43 10 01.84366(N)    095 11 50.79861(W) AD(       ) 2
 OP0791  NAD 83(1986)-  43 10 01.84111(N)    095 11 50.78798(W) AD(       ) 2
 OP0791  NAD 27      -  43 10 01.95992(N)    095 11 49.78881(W) AD(       ) 2
 OP0791  NGVD 29 (07/19/86)  406.0    (m)         1332.     (f) VERT ANG       
 OP0791
 OP0791.Superseded values are not recommended for survey control.
 OP0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0791.See file dsdata.txt to determine how the superseded data were derived.
 OP0791
 OP0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2137381724(NAD 83)
 OP0791_MARKER: DR = REFERENCE MARK DISK
 OP0791_SETTING: 0 = UNSPECIFIED SETTING
 OP0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0791
 OP0791  HISTORY     - Date     Condition        Report By
 OP0791  HISTORY     - 1971     MONUMENTED       NGS
 OP0791
 OP0791                          STATION DESCRIPTION
 OP0791
 OP0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0791'THE STATION IS LOCATED ABOUT 3 MILES WEST OF SPENCER AT THE
 OP0791'SITE OF THE SPENCER MUNICIPAL AIRPORT.  IT IS ON PROPERTY
 OP0791'OWNED BY THE CITY OF SPENCER.
 OP0791'
 OP0791'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND
 OP0791'18 AND 18TH STREET IN THE NORTH PART OF SPENCER, GO WEST ON 18TH
 OP0791'STREET FOR 2.3 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 OP0791'ON A PAVED ROAD FOR 0.9 MILE TO A CROSSROAD.  TURN LEFT AND GO
 OP0791'WEST ON A PAVED ROAD FOR 0.3 MILE TO THE ENTRANCE TO THE SPENCER
 OP0791'MUNICIPAL AIRPORT.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR
 OP0791'0.15 MILE TO THE ADMINISTRATION BUILDING AND THE STATION ON
 OP0791'THE LEFT.
 OP0791'
 OP0791'THE STATION MARK, A STANDARD REFERENCE DISK STAMPED BEACON NO 2
 OP0791'1971, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB OF THE RAMP
 OP0791'AREA.  IT IS 51 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 OP0791'THE BUILDING, 26 FEET SOUTH-SOUTHWEST OF A METAL LIGHT POLE
 OP0791'AND 17.2 FEET WEST OF THE WEST EDGE OF A NORTH-SOUTH CONCRETE
 OP0791'SIDEWALK.
 OP0791'
 OP0791'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1148 ***********************************************************************
 OO1148  CBN         -  This is a Cooperative Base Network Control Station.
 OO1148  DESIGNATION -  BEANS
 OO1148  PID         -  OO1148
 OO1148  STATE/COUNTY-  IA/CERRO GORDO
 OO1148  USGS QUAD   -  HANFORD (1959)
 OO1148
 OO1148                         *CURRENT SURVEY CONTROL
 OO1148  ___________________________________________________________________
 OO1148* NAD 83(1996)-  43 04 00.49152(N)    093 11 40.16301(W)     ADJUSTED  
 OO1148* NAVD 88     -       370.4    (meters)    1215.     (feet)  GPS OBS   
 OO1148  ___________________________________________________________________
 OO1148  X           -    -260,078.546 (meters)                     COMP
 OO1148  Y           -  -4,659,886.403 (meters)                     COMP
 OO1148  Z           -   4,333,159.931 (meters)                     COMP
 OO1148  LAPLACE CORR-         -12.11  (seconds)                    DEFLEC99
 OO1148  ELLIP HEIGHT-         341.89  (meters)          (06/15/04) GPS OBS
 OO1148  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 OO1148
 OO1148  HORZ ORDER  -  B
 OO1148  ELLP ORDER  -  FOURTH    CLASS I
 OO1148
 OO1148.The horizontal coordinates were established by GPS observations
 OO1148.and adjusted by the National Geodetic Survey in August 1997..
 OO1148
 OO1148.The orthometric height was determined by GPS observations and a
 OO1148.high-resolution geoid model.
 OO1148
 OO1148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1148
 OO1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1148
 OO1148.The ellipsoidal height was determined by GPS observations
 OO1148.and is referenced to NAD 83.
 OO1148
 OO1148.The geoid height was determined by GEOID03.
 OO1148
 OO1148;                    North         East     Units Scale Factor Converg.
 OO1148;SPC IA N     - 1,174,083.330 1,524,883.788   MT  0.99996960   +0 12 25.4
 OO1148;UTM  15      - 4,768,251.574   484,164.646   MT  0.99960308   -0 07 58.1
 OO1148
 OO1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1148!SPC IA N     -   0.99994639  x   0.99996960  =   0.99991599
 OO1148!UTM  15      -   0.99994639  x   0.99960308  =   0.99954949
 OO1148
 OO1148:                Primary Azimuth Mark                     Grid Az
 OO1148:SPC IA N     -  SACRED HEART CH SPIRE                    176 33 39.7
 OO1148:UTM  15      -  SACRED HEART CH SPIRE                    176 54 03.2
 OO1148
 OO1148|---------------------------------------------------------------------|
 OO1148| PID    Reference Object                     Distance      Geod. Az  |
 OO1148|                                                           dddmmss.s |
 OO1148| NK0682 SACRED HEART CH SPIRE               APPROX. 8.8 KM 1764605.1 |
 OO1148| CI5086 BEANS RM 1                           26.605 METERS 17838     |
 OO1148| CI5087 BEANS RM 2                           16.831 METERS 26935     |
 OO1148| OO1170 CLEAR LAKE S MUN TANK               APPROX.16.8 KM 2882924.3 |
 OO1148| OO1176 CLEAR LAKE NW MUN TANK              APPROX.19.6 KM 2950813.3 |
 OO1148| OO1175 CLEAR LAKE N MUN TANK               APPROX.17.1 KM 2961803.8 |
 OO1148|---------------------------------------------------------------------|
 OO1148
 OO1148                          SUPERSEDED SURVEY CONTROL
 OO1148
 OO1148  ELLIP H (08/25/97)  341.93   (m)                       GP(       ) 4 1
 OO1148  NAD 83(1986)-  43 04 00.48561(N)    093 11 40.15371(W) AD(       ) 1
 OO1148  NAD 27      -  43 04 00.63437(N)    093 11 39.42104(W) AD(       ) 1
 OO1148  NGVD 29 (07/19/86)  370.5    (m)         1216.     (f) VERT ANG       
 OO1148
 OO1148.Superseded values are not recommended for survey control.
 OO1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1148.See file dsdata.txt to determine how the superseded data were derived.
 OO1148
 OO1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8416568252(NAD 83)
 OO1148_MARKER: DD = SURVEY DISK
 OO1148_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 OO1148_STAMPING: ET BEANS 1969
 OO1148_MARK LOGO: USGS  
 OO1148_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1148+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1996
 OO1148
 OO1148  HISTORY     - Date     Condition        Report By
 OO1148  HISTORY     - 1969     MONUMENTED       USGS
 OO1148  HISTORY     - 19960916 GOOD             IADT
 OO1148
 OO1148                          STATION DESCRIPTION
 OO1148
 OO1148'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JLC)
 OO1148'THE STATION IS LOCATED 6 MILES NORTH OF ROCKWELL, 5.5 MILES
 OO1148'SOUTH OF MASON CITY, ON COUNTY ROAD RIGHT-OF-WAY, AT THE SOUTH
 OO1148'EDGE OF SECTION 3, T 95 N, R 20 W.
 OO1148'
 OO1148'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 OO1148'106 AND U.S. HIGHWAY 65 IN MASON CITY (INTERSECTION OF 19TH
 OO1148'STREET AND SOUTH FEDERAL AVENUE), GO SOUTH ON HIGHWAY 65
 OO1148'FOR 4.5 MILES TO A PAVED CROSSROAD AND A ROADSIDE PARK ON
 OO1148'THE LEFT.  TURN LEFT AND GO EAST FOR 0.35 MILE TO THE STATION
 OO1148'ON THE LEFT.
 OO1148'
 OO1148'THE STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 OO1148'ET BEANS 1969, IS CRIMPED TO THE TOP OF A 1/2-INCH COPPER ROD
 OO1148'WHICH IS CENTERED IN A FOOT LONG TERRACOTTA TILE WHICH IS 2
 OO1148'INCHES BELOW THE SURFACE, AND FILLED WITH GRAVEL TO WITHIN
 OO1148'1 INCH OF THE DISK.  IT IS 58.5 FEET EAST OF TELEPHONE POLE
 OO1148'43643, 43.5 FEET NORTH OF THE CENTER OF THE ROAD, 2.1 FEET
 OO1148'SOUTH OF A T-JUNCTION FENCE POST, 1.6 FEET SOUTH OF A METAL
 OO1148'WITNESS POST, AND 3 FEET BELOW THE ROAD LEVEL.
 OO1148'
 OO1148'REFERENCE MARK 1, A STANDARD U.S. GEOLOGICAL SURVEY DISK
 OO1148'STAMPED BEANS NO 1 1969, IS CRIMPED TO THE TOP OF A 1/2-INCH
 OO1148'COPPER ROD WHICH IS CENTERED IN A FOOT LONG TERRACOTTA TILE
 OO1148'WHICH IS 2 INCHES BELOW THE SURFACE, AND FILLED WITH GRAVEL
 OO1148'TO WITHIN 1 INCH OF THE DISK.  IT IS 43.5 FEET SOUTH OF THE
 OO1148'CENTER OF THE ROAD, 2.0 FEET NORTH OF A FENCE POST, AND 1
 OO1148'FOOT BELOW ROAD LEVEL.
 OO1148'
 OO1148'REFERENCE MARK 2, A STANDARD U.S. GEOLOGICAL SURVEY DISK
 OO1148'STAMPED BEANS NO 2 1969, IS CRIMPED TO THE TOP OF A 1/2-INCH
 OO1148'COPPER ROD WHICH IS CENTERED IN A FOOT LONG TERRACOTTA TILE
 OO1148'WHICH IS 1 INCH BELOW THE SURFACE, AND FILLED TO WITHIN 1
 OO1148'INCH OF THE DISK WITH GRAVEL.  IT IS 43.5 FEET NORTH OF THE
 OO1148'CENTER OF THE ROAD, 2.5 FEET EAST OF TELEPHONE POLE 43643,
 OO1148'2.1 FEET SOUTH OF A FENCE, AND 3 FEET LOWER THAN THE ROAD
 OO1148'LEVEL.
 OO1148'
 OO1148'THERE IS NO AZIMUTH MARK FOR THIS STATION.
 OO1148'
 OO1148'HEIGHT OF LIGHT ABOVE STATION MARK 3.4 METERS.
 OO1148
 OO1148                          STATION RECOVERY (1996)
 OO1148
 OO1148'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 OO1148'RECOVERED AS DESCRIBED.  A PINK STATE HARN SURVEY SIGN WAS SET 0.5 M
 OO1148'(1.6 FT) NORTH-NORTHWEST OF THE MONUMENT.  THERE IS A POWER POLE 9.0 M
 OO1148'(29.5 FT) EAST OF THE STATION, AND A WOOD T-FENCE POST IS 0.6 M (2.0
 OO1148'FT) NORTH OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0642 ***********************************************************************
 NK0642  DESIGNATION -  BEAVER
 NK0642  PID         -  NK0642
 NK0642  STATE/COUNTY-  IA/GRUNDY
 NK0642  USGS QUAD   -  NEW HARTFORD (1971)
 NK0642
 NK0642                         *CURRENT SURVEY CONTROL
 NK0642  ___________________________________________________________________
 NK0642* NAD 83(1996)-  42 33 01.96333(N)    092 34 26.25092(W)     ADJUSTED  
 NK0642* NAVD 88     -       298.1    (meters)     978.     (feet)  VERTCON   
 NK0642  ___________________________________________________________________
 NK0642  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 NK0642  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NK0642
 NK0642  HORZ ORDER  -  SECOND
 NK0642
 NK0642.The horizontal coordinates were established by classical geodetic methods
 NK0642.and adjusted by the National Geodetic Survey in May 1999..
 NK0642
 NK0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0642
 NK0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0642
 NK0642.The geoid height was determined by GEOID03.
 NK0642
 NK0642;                    North         East     Units Scale Factor Converg.
 NK0642;SPC IA N     - 1,117,107.108 1,576,052.833   MT  0.99994745   +0 37 39.4
 NK0642;UTM  15      - 4,710,993.533   534,977.995   MT  0.99961505   +0 17 17.2
 NK0642
 NK0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0642!SPC IA N     -   0.99995822  x   0.99994745  =   0.99990567
 NK0642!UTM  15      -   0.99995822  x   0.99961505  =   0.99957329
 NK0642
 NK0642|---------------------------------------------------------------------|
 NK0642| PID    Reference Object                     Distance      Geod. Az  |
 NK0642|                                                           dddmmss.s |
 NK0642| CI5092 BEAVER RM 2                          17.789 METERS 18009     |
 NK0642| CI5091 BEAVER RM 1                          20.498 METERS 25514     |
 NK0642| NK0644 REBAR 1052                          APPROX. 6.5 KM 2632302.7 |
 NK0642|---------------------------------------------------------------------|
 NK0642
 NK0642                          SUPERSEDED SURVEY CONTROL
 NK0642
 NK0642  NAD 83(1996)-  42 33 01.96388(N)    092 34 26.25066(W) AD(       ) 2
 NK0642  NAD 83(1986)-  42 33 01.96065(N)    092 34 26.24537(W) AD(       ) 2
 NK0642  NAD 27      -  42 33 02.02395(N)    092 34 25.55588(W) AD(       ) 2
 NK0642  NGVD 29 (07/19/86)  298.1    (m)          978.     (f) VERT ANG       
 NK0642
 NK0642.Superseded values are not recommended for survey control.
 NK0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0642.See file dsdata.txt to determine how the superseded data were derived.
 NK0642
 NK0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3497810994(NAD 83)
 NK0642_MARKER: DD = SURVEY DISK
 NK0642_SETTING: 0 = UNSPECIFIED SETTING
 NK0642
 NK0642  HISTORY     - Date     Condition        Report By
 NK0642  HISTORY     - 1970     MONUMENTED       USGS
 NK0642
 NK0642                          STATION DESCRIPTION
 NK0642
 NK0642'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0642'THE STATION IS ABOUT 6.3 MI WNW. OF CEDAR FALLS, ABOUT 325 FT
 NK0642'N. OF QUARTER COR. BETWEEN SECS. 1 AND 2, T. 89 N., R. 15 W., ON
 NK0642'THE TOP OF THE MOST PROMINENT RIDGE IN VICINITY.
 NK0642'
 NK0642'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 20 AND S. HWY. 57
 NK0642'SOUTH AT THE NW. EDGE OF CEDAR FALLS GO W. ON U.S. HWY. 20 FOR
 NK0642'ABOUT 5.6 MI TO A CROSSROADS, TURN RIGHT AND GO N. ON GRAVEL RD.
 NK0642'FOR ABOUT 0.55 MI TO THE TOP OF A PROMINENT RIDGE AND THE STATION
 NK0642'ON THE RIGHT.
 NK0642'
 NK0642'STATION MARK, STAMPED ET BEAVER 1970 IS 327 FT N. AND 32 FT E. OF
 NK0642'CENTER RD. AT FENCE W., 1 FT W. OF THE E. RIGHT-OF-WAY FENCE.  1
 NK0642'FT W. OF A USGS WITNESS POST.
 NK0642'
 NK0642'REFERENCE MARK NO. 1, STAMPED BEAVER NO 1 1970 IS WSW. OF THE
 NK0642'STATION, 34 FT W. CENTER RD. AND 1.3 FT E. OF THE W. RIGHT-OF-WAY
 NK0642'FENCE.
 NK0642'
 NK0642'REFERENCE MARK NO. 2, STAMPED BEAVER NO 2 1970 IS S. OF THE
 NK0642'STATION, 31 FT E. CENTER RD. AND 1.4 FT W. OF THE E. RIGHT-OF-WAY
 NK0642'FENCE.
 NK0642'
 NK0642'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0642'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NK0642'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE
 NK0642'GROUND.
 NK0642'
 NK0642'NO AZIMUTH MARK WAS SET.
 NK0642'
 NK0642'REFERENCE AZIMUTH USED - NEW HARTFORD MWT, THE STATION IS LOCATED
 NK0642'IN THE N. CENTRAL PART OF TOWN ABOUT 40 FT N. AND 20 FT E. OF THE
 NK0642'INTERSECTION OF PACKWAUKEE ST. AND BEAVER STREET.  LOCAL RESIDENTS
 NK0642'DID NOT KNOW EXACT YEAR BUILT.  IT IS A 4-LEGGED STEEL STRUCTURE
 NK0642'WITH A SQUARE WOOD COVERED DOWN PIPE, T. 90 N., R. 15 W., NEAR
 NK0642'THE QUARTER COR. BETWEEN SECS. 28 AND 33.
 NK0642'
 NK0642'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1311 ***********************************************************************
 LF1311  DESIGNATION -  BEDFORD MUNICIPAL STANDPIPE
 LF1311  PID         -  LF1311
 LF1311  STATE/COUNTY-  IA/TAYLOR
 LF1311  USGS QUAD   -  BEDFORD (1980)
 LF1311
 LF1311                         *CURRENT SURVEY CONTROL
 LF1311  ___________________________________________________________________
 LF1311* NAD 83(1996)-  40 39 57.76450(N)    094 43 48.97310(W)     ADJUSTED  
 LF1311* NAVD 88     -                                                        
 LF1311  ___________________________________________________________________
 LF1311  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 LF1311  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 LF1311
 LF1311  HORZ ORDER  -  THIRD
 LF1311
 LF1311.The horizontal coordinates were established by classical geodetic methods
 LF1311.and adjusted by the National Geodetic Survey in May 1999..
 LF1311
 LF1311
 LF1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1311
 LF1311.The geoid height was determined by GEOID03.
 LF1311
 LF1311;                    North         East     Units Scale Factor Converg.
 LF1311;SPC IA S     -    74,699.083   395,974.640   MT  0.99999165   -0 48 37.4
 LF1311;SPC MO W     -   499,447.459   830,529.847   MT  0.99994584   -0 09 00.2
 LF1311;UTM  15      - 4,503,125.350   353,746.226   MT  0.99986329   -1 07 39.8
 LF1311
 LF1311                          SUPERSEDED SURVEY CONTROL
 LF1311
 LF1311  NAD 83(1986)-  40 39 57.76360(N)    094 43 48.99308(W) AD(       ) 4
 LF1311  NAD 27      -  40 39 57.80700(N)    094 43 48.10500(W) AD(       ) 3
 LF1311
 LF1311.Superseded values are not recommended for survey control.
 LF1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1311.See file dsdata.txt to determine how the superseded data were derived.
 LF1311
 LF1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF5374603125(NAD 83)
 LF1311_MARKER: 52 = STANDPIPE TANK
 LF1311
 LF1311  HISTORY     - Date     Condition        Report By
 LF1311  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1311
 LF1311                          STATION DESCRIPTION
 LF1311
 LF1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1311'THIS STATION IS THE BLACK STANDPIPE IN THE SOUTHWESTERN PART OF
 LF1311'BEDFORD, IOWA, AND IS LOCATED IN THE NW CORNER OF THE BLOCK
 LF1311'BOUNDED ON THE N BY WASHINGTON STREET, ON THE E BY ORCHARD
 LF1311'STREET, ON THE S BY JACKSON STREET, AND ON THE W BY BRECKENRIDGE
 LF1311'STREET, ABOUT 55 FEET FROM THE CENTER LINE OF WASHINGTON STREET
 LF1311'AND 45 FEET FROM THE CENTER LINE OF BRECKENRIDGE STREET, IN THE
 LF1311'SE 1/4, SECTION 27, T 68 N, R 34 W.  IT WAS ERECTED IN 1902.
 LF1311'
 LF1311'THE STANDPIPE IS A BLACK CYLINDRICAL STRUCTURE ABOUT 80 FEET
 LF1311'HIGH AND 25 FEET IN DIAMETER.  THERE IS A BLACK RAIL AROUND THE
 LF1311'TOP.  THE STANDPIPE IS PROMINENT FROM THE E AND S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1309 ***********************************************************************
 LF1309  DESIGNATION -  BEDFORD TAYLOR CO CTHSE TOWER
 LF1309  PID         -  LF1309
 LF1309  STATE/COUNTY-  IA/TAYLOR
 LF1309  USGS QUAD   -  BEDFORD (1980)
 LF1309
 LF1309                         *CURRENT SURVEY CONTROL
 LF1309  ___________________________________________________________________
 LF1309* NAD 83(1996)-  40 40 06.14872(N)    094 43 12.60913(W)     ADJUSTED  
 LF1309* NAVD 88     -                                                        
 LF1309  ___________________________________________________________________
 LF1309  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 LF1309  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 LF1309
 LF1309  HORZ ORDER  -  THIRD
 LF1309
 LF1309.The horizontal coordinates were established by classical geodetic methods
 LF1309.and adjusted by the National Geodetic Survey in May 1999..
 LF1309
 LF1309
 LF1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1309
 LF1309.The geoid height was determined by GEOID03.
 LF1309
 LF1309;                    North         East     Units Scale Factor Converg.
 LF1309;SPC IA S     -    74,945.648   396,832.309   MT  0.99999128   -0 48 13.4
 LF1309;SPC MO W     -   499,703.881   831,384.579   MT  0.99994544   -0 08 36.5
 LF1309;UTM  15      - 4,503,367.130   354,605.137   MT  0.99986021   -1 07 16.3
 LF1309
 LF1309                          SUPERSEDED SURVEY CONTROL
 LF1309
 LF1309  NAD 83(1986)-  40 40 06.14846(N)    094 43 12.62892(W) AD(       ) 4
 LF1309  NAD 27      -  40 40 06.19100(N)    094 43 11.74400(W) AD(       ) 3
 LF1309
 LF1309.Superseded values are not recommended for survey control.
 LF1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1309.See file dsdata.txt to determine how the superseded data were derived.
 LF1309
 LF1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF5460503367(NAD 83)
 LF1309_MARKER: 55 = TOWER
 LF1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1309+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 LF1309
 LF1309  HISTORY     - Date     Condition        Report By
 LF1309  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1309  HISTORY     - 20060901 GOOD             GEOCAC
 LF1309
 LF1309                          STATION DESCRIPTION
 LF1309
 LF1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1309'THIS STATION IS THE TOWER ON THE TAYLOR COUNTY COURTHOUSE IN
 LF1309'BEDFORD, IOWA.  IT IS LOCATED IN THE CENTER OF THE BLOCK BOUNDED
 LF1309'ON THE N BY PEARL STREET, ON THE W BY COURT STREET, ON THE S
 LF1309'BY JEFFERSON STREET, AND ON THE E BY CENTRAL STREET, AND IS
 LF1309'ABOUT 140 FEET FROM THE CENTER LINE OF JEFFERSON STREET AND
 LF1309'ABOUT 118 FEET FROM THE CENTER LINE OF COURT STREET IN THE NE
 LF1309'1/4 SECTION 26, T 68 N, R 34 W.  IT IS QUITE PROMINENT AND CAN
 LF1309'BE SEEN FOR SEVERAL MILES FROM THE N, E AND S.  IT WAS ERECTED
 LF1309'IN 1892.
 LF1309'
 LF1309'THE STATION IS THE SQUARE GREY TOWER ON THE TOP OF THE COURTHOUSE,
 LF1309'ABOUT 50 FEET ABOVE THE GROUND.  THE BASE OF THE TOWER IS A
 LF1309'HIGHLY ORNAMENTED STRUCTURE WITH TWO SQUARE OPENINGS ON EACH
 LF1309'SIDE.  AT THE TOP OF THE TOWER THERE IS A CLOCK DIAL ON EACH
 LF1309'SIDE AND A GABLE OVER EACH DIAL.  THE DIALS ARE LIGHTED ON THE
 LF1309'N AND S SIDES.  THE ROOF OF THE TOWER IS A SILVER FOUR-SIDED
 LF1309'SPHERICAL STRUCTURE ABOUT 10 FEET HIGH.  AT THE APEX OF THE
 LF1309'ROOF THERE IS A SQUARE PEDESTAL ON WHICH SETS A SILVER FLAGPOLE WITH
 LF1309'A BALL AT ITS TIP.  THE TOTAL HEIGHT IS ABOUT 90 FEET.  THE MAIN
 LF1309'TOWER AND THE FLAGPOLE ARE EACH ABOUT 10 FEET HIGH.
 LF1309
 LF1309                          STATION RECOVERY (2006)
 LF1309
 LF1309'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LF1309'AS DESCRIBED EXCEPT TOWER AND RELATED STRUCTURES ALL WHITE AND THE
 LF1309'BALL IS GONE FROM THE FLAGPOLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1145 ***********************************************************************
 OO1145  DESIGNATION -  BEEMIS ET
 OO1145  PID         -  OO1145
 OO1145  STATE/COUNTY-  IA/CERRO GORDO
 OO1145  USGS QUAD   -  MASON CITY SE (1959)
 OO1145
 OO1145                         *CURRENT SURVEY CONTROL
 OO1145  ___________________________________________________________________
 OO1145* NAD 83(1996)-  43 00 32.51833(N)    093 01 38.30335(W)     ADJUSTED  
 OO1145* NAVD 88     -       348.6    (meters)    1144.     (feet)  VERTCON   
 OO1145  ___________________________________________________________________
 OO1145  LAPLACE CORR-         -16.22  (seconds)                    DEFLEC99
 OO1145  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 OO1145
 OO1145  HORZ ORDER  -  SECOND
 OO1145
 OO1145.The horizontal coordinates were established by classical geodetic methods
 OO1145.and adjusted by the National Geodetic Survey in May 1999..
 OO1145
 OO1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1145
 OO1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1145
 OO1145.The geoid height was determined by GEOID03.
 OO1145
 OO1145;                    North         East     Units Scale Factor Converg.
 OO1145;SPC IA N     - 1,167,728.414 1,538,536.617   MT  0.99996309   +0 19 13.3
 OO1145;UTM  15      - 4,761,818.243   497,774.619   MT  0.99960006   -0 01 07.1
 OO1145
 OO1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1145!SPC IA N     -   0.99995003  x   0.99996309  =   0.99991312
 OO1145!UTM  15      -   0.99995003  x   0.99960006  =   0.99955011
 OO1145
 OO1145|---------------------------------------------------------------------|
 OO1145| PID    Reference Object                     Distance      Geod. Az  |
 OO1145|                                                           dddmmss.s |
 OO1145| CI5093 BEEMIS ET RM 1                       10.168 METERS 00104     |
 OO1145| NK0658 MARBLE ROCK MUN TANK                APPROX.14.1 KM 1095722.7 |
 OO1145| CI5094 BEEMIS ET RM 2                       15.363 METERS 18003     |
 OO1145|---------------------------------------------------------------------|
 OO1145
 OO1145                          SUPERSEDED SURVEY CONTROL
 OO1145
 OO1145  NAD 83(1996)-  43 00 32.51834(N)    093 01 38.30331(W) AD(       ) 2
 OO1145  NAD 83(1986)-  43 00 32.51192(N)    093 01 38.29737(W) AD(       ) 2
 OO1145  NAD 27      -  43 00 32.62132(N)    093 01 37.58806(W) AD(       ) 2
 OO1145  NGVD 29 (07/19/86)  348.6    (m)         1144.     (f) VERT ANG       
 OO1145
 OO1145.Superseded values are not recommended for survey control.
 OO1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1145.See file dsdata.txt to determine how the superseded data were derived.
 OO1145
 OO1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH9777561818(NAD 83)
 OO1145_MARKER: DD = SURVEY DISK
 OO1145_SETTING: 0 = UNSPECIFIED SETTING
 OO1145
 OO1145  HISTORY     - Date     Condition        Report By
 OO1145  HISTORY     - 1969     MONUMENTED       USGS
 OO1145
 OO1145                          STATION DESCRIPTION
 OO1145
 OO1145'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 OO1145'THE STATION IS ABOUT 8.7 MI WNW. OF MARBLE ROCK, ABOUT 0.2 MI
 OO1145'W. OF COR. OF SECS. 25, 30, 31 AND 36, T. 95 N., R. 19 W.,
 OO1145'BURIED IN THE EDGE OF THE RD. ON A SLIGHT RISE.
 OO1145'
 OO1145'TO REACH THE STATION FROM THE JCT. OF MAIN STREET AND ST. HWY. 54
 OO1145'IN MARBLE ROCK GO W. ON PAVED RD. FOR 8.05 MI TO A CROSSROAD, TURN
 OO1145'RIGHT AND GO N. ON GRAVEL RD. FOR 3.0 MI TO A CROSSROAD, TURN
 OO1145'LEFT AND GO W. ABOUT 0.15 MI TO A T-FENCE N., CONTINUE W. ABOUT
 OO1145'150 FT TO THE STATION BURIED IN N. EDGE OF ROADWAY.
 OO1145'
 OO1145'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 OO1145'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 OO1145'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET BEEMIS 1969 IS 8
 OO1145'FT N. AND 153 FT W. CENTER RD. AT FENCE N., BURIED 20 IN. BELOW
 OO1145'THE SURFACE OF THE ROADWAY.
 OO1145'
 OO1145'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO1145'COATED RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 OO1145'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED BEEMIS NO 1 1969
 OO1145'IS N. OF THE STATION, 153 FT W. AND 41 FT N. CENTER RD. AT FENCE
 OO1145'N., 1.5 FT S. OF N. RIGHT-OF-WAY FENCE, 1.5 FT S. OF USGS
 OO1145'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 OO1145'
 OO1145'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO1145'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 OO1145'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED BEEMIS NO 2
 OO1145'1969 IS S. OF THE STATION, 43 FT S. AND 153 FT W. OF CENTER
 OO1145'RD. AT FENCE N., 1.5 FT N. OF S. RIGHT-OF-WAY FENCE.  THE MARK IS
 OO1145'FLUSH WITH THE GROUND.
 OO1145'
 OO1145'NO AZIMUTH MARK WAS SET.
 OO1145'
 OO1145'REFERENCE AZIMUTH USED - MARBLE ROCK M.W.T.
 OO1145'
 OO1145'MARBLE ROCK MUNICIPAL WATER TANK - STATION IS THE FINIAL OF THE
 OO1145'MARBLE ROCK M.W.T. IN MARBLE ROCK, 130 FT N. AND 300 FT W. OF
 OO1145'CENTER HWY. 54, AND ROCK ISLAND RR., BUILT IN 1920S (APPROX.),
 OO1145'T. 94 N., R. 17 W., LOCATED NEAR THE W. SIXTEENTH COR. BETWEEN
 OO1145'SECS. 9 AND 16.
 OO1145'
 OO1145'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0590 ***********************************************************************
 NK0590  DESIGNATION -  BELL TEL MICROWAVE TOWER
 NK0590  PID         -  NK0590
 NK0590  STATE/COUNTY-  IA/TAMA
 NK0590  USGS QUAD   -  LINCOLN (1971)
 NK0590
 NK0590                         *CURRENT SURVEY CONTROL
 NK0590  ___________________________________________________________________
 NK0590* NAD 83(1996)-  42 16 54.87745(N)    092 42 24.90232(W)     ADJUSTED  
 NK0590* NAVD 88     -                                                        
 NK0590  ___________________________________________________________________
 NK0590  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 NK0590  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 NK0590
 NK0590  HORZ ORDER  -  THIRD
 NK0590
 NK0590.The horizontal coordinates were established by classical geodetic methods
 NK0590.and adjusted by the National Geodetic Survey in May 1999..
 NK0590
 NK0590
 NK0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0590
 NK0590.The geoid height was determined by GEOID03.
 NK0590
 NK0590;                    North         East     Units Scale Factor Converg.
 NK0590;SPC IA N     - 1,087,158.372 1,565,413.627   MT  0.99996790   +0 32 15.0
 NK0590;UTM  15      - 4,681,118.767   524,164.993   MT  0.99960718   +0 11 49.9
 NK0590
 NK0590                          SUPERSEDED SURVEY CONTROL
 NK0590
 NK0590  NAD 83(1996)-  42 16 54.87787(N)    092 42 24.88507(W) AD(       ) 4
 NK0590  NAD 83(1986)-  42 16 54.87770(N)    092 42 24.88620(W) AD(       ) 4
 NK0590  NAD 27      -  42 16 54.93168(N)    092 42 24.17896(W) AD(       ) 3
 NK0590
 NK0590.Superseded values are not recommended for survey control.
 NK0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0590.See file dsdata.txt to determine how the superseded data were derived.
 NK0590
 NK0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2416581119(NAD 83)
 NK0590_MARKER: 45 = MICROWAVE TOWER
 NK0590
 NK0590  HISTORY     - Date     Condition        Report By
 NK0590  HISTORY     - 1970     FIRST OBSERVED   USGS
 NK0590
 NK0590                          STATION DESCRIPTION
 NK0590
 NK0590'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0483 ***********************************************************************
 MH0483  DESIGNATION -  BELLE
 MH0483  PID         -  MH0483
 MH0483  STATE/COUNTY-  IA/BENTON
 MH0483  USGS QUAD   -  BELLE PLAINE (1968)
 MH0483
 MH0483                         *CURRENT SURVEY CONTROL
 MH0483  ___________________________________________________________________
 MH0483* NAD 83(1996)-  41 55 15.88687(N)    092 16 26.82974(W)     ADJUSTED  
 MH0483* NAVD 88     -       287.6    (meters)     944.     (feet)  VERTCON   
 MH0483  ___________________________________________________________________
 MH0483  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 MH0483  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 MH0483
 MH0483  HORZ ORDER  -  SECOND
 MH0483
 MH0483.The horizontal coordinates were established by classical geodetic methods
 MH0483.and adjusted by the National Geodetic Survey in May 1999..
 MH0483
 MH0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0483
 MH0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0483
 MH0483.The geoid height was determined by GEOID03.
 MH0483
 MH0483;                    North         East     Units Scale Factor Converg.
 MH0483;SPC IA N     - 1,047,509.660 1,601,689.992   MT  1.00002961   +0 49 51.0
 MH0483;UTM  15      - 4,641,268.592   560,190.107   MT  0.99964458   +0 29 05.9
 MH0483
 MH0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0483!SPC IA N     -   0.99995986  x   1.00002961  =   0.99998947
 MH0483!UTM  15      -   0.99995986  x   0.99964458  =   0.99960445
 MH0483
 MH0483:                Primary Azimuth Mark                     Grid Az
 MH0483:SPC IA N     -  REBAR 1506                               008 04 41.7
 MH0483:UTM  15      -  REBAR 1506                               008 25 26.8
 MH0483
 MH0483|---------------------------------------------------------------------|
 MH0483| PID    Reference Object                     Distance      Geod. Az  |
 MH0483|                                                           dddmmss.s |
 MH0483| MH0482 REBAR 1506                          APPROX. 4.8 KM 0085432.7 |
 MH0483| CK7020 BELLE RM 1                           10.355 METERS 13141     |
 MH0483| CK7019 BELLE PLAINE MWT                                   1874720.4 |
 MH0483| CK7021 BELLE RM 2                           11.473 METERS 23202     |
 MH0483|---------------------------------------------------------------------|
 MH0483
 MH0483                          SUPERSEDED SURVEY CONTROL
 MH0483
 MH0483  NAD 83(1986)-  41 55 15.89060(N)    092 16 26.83190(W) AD(       ) 2
 MH0483  NAD 27      -  41 55 15.90431(N)    092 16 26.16408(W) AD(       ) 2
 MH0483  NGVD 29 (07/19/86)  287.6    (m)          944.     (f) VERT ANG       
 MH0483
 MH0483.Superseded values are not recommended for survey control.
 MH0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0483.See file dsdata.txt to determine how the superseded data were derived.
 MH0483
 MH0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG6019041269(NAD 83)
 MH0483_MARKER: DD = SURVEY DISK
 MH0483_SETTING: 0 = UNSPECIFIED SETTING
 MH0483
 MH0483  HISTORY     - Date     Condition        Report By
 MH0483  HISTORY     - 1970     MONUMENTED       USGS
 MH0483
 MH0483                          STATION DESCRIPTION
 MH0483
 MH0483'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 MH0483'THE STATION IS ABOUT 1.5 MI N. OF BELLE PLAINE, NEAR THE
 MH0483'W. SIXTEENTH COR. BETWEEN SECS. 8 AND 17, T. 82 N., R. 12 W., ON A
 MH0483'PROMINENT RIDGE.
 MH0483'
 MH0483'TO REACH FROM THE JCT. OF ST. HWY. 212 AND ST. HWY. 21 AND
 MH0483'ST. HWY. 131 IN BELLE PLAINE, GO N. ON CITY STREET AND GRAVEL
 MH0483'COUNTRY RD. FOR ABOUT 1.6 MI TO A CROSSROAD, TURN RIGHT AND GO
 MH0483'E. FOR ABOUT 0.25 MI TO A FIELD ENTRANCE S. ON TOP OF A PROMINENT
 MH0483'RIDGE AND THE STATION BURIED NEAR SHOULDER OF THE RD.
 MH0483'
 MH0483'STATION MARK, STAMPED ET BELLE 1970 IS 10 FT S. AND 27 FT
 MH0483'W. CENTER RD. AT N.-S. FENCE, 24 FT N. OF THE S. RIGHT-OF-WAY
 MH0483'FENCE, BURIED APPROX. 20 IN.
 MH0483'
 MH0483'REFERENCE MARK NO. 1, STAMPED BELLE NO 1 1970 IS 32 FT S. AND
 MH0483'1.5 FT W. CENTER RD. AT N.-S. FENCE.  THE MARK IS SE. OF THE
 MH0483'STATION, 1 FT N. OF S. RIGHT-OF-WAY FENCE.
 MH0483'
 MH0483'REFERENCE MARK NO. 2, STAMPED BELLE NO 2 1970 IS SW. OF THE
 MH0483'STATION, 32 FT S. AND 57 FT W. CENTER RD. AT N.-S. FENCE.  1 FT
 MH0483'N. OF S. RIGHT-OF-WAY FENCE AND 1 FT N. OF USGS WITNESS POST.
 MH0483'
 MH0483'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 MH0483'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 MH0483'GRAVEL TO WITHIN 1 IN. OF CAP.  REFERENCE MARK NO. 1 AND REFERENCE
 MH0483'MARK NO. 2 ARE SET FLUSH WITH THE GROUND.  THE STATION MARK IS
 MH0483'BURIED APPROX. 20 IN.
 MH0483'
 MH0483'NO AZIMUTH MARK WAS SET.
 MH0483'
 MH0483'REFERENCE AZIMUTH USED - BELLE PLAINE M.W.T. 1922.  POINT
 MH0483'OBSERVED IS CENTER BALL ON TOP OF THE BELLE PLAINE M.W.T. LOCATED
 MH0483'IN THE N. CENTRAL PART OF BELLE PLAINE.  THE TANK IS SUPPORTED
 MH0483'BY 6 LEGS AND IS PAINTED SILVER WITH A RED TOP, T. 82 N., R. 12
 MH0483'W., ABOUT 50 FT N. AND ABOUT 500 FT E. OF THE COR. OF SECS. 17,
 MH0483'18, 19 AND 20.
 MH0483'
 MH0483'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0638 ***********************************************************************
 OQ0638  DESIGNATION -  BELOIT
 OQ0638  PID         -  OQ0638
 OQ0638  STATE/COUNTY-  IA/SIOUX
 OQ0638  USGS QUAD   -  ALCESTER NE (1978)
 OQ0638
 OQ0638                         *CURRENT SURVEY CONTROL
 OQ0638  ___________________________________________________________________
 OQ0638* NAD 83(1996)-  43 14 52.64743(N)    096 32 37.55623(W)     ADJUSTED  
 OQ0638* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 OQ0638  ___________________________________________________________________
 OQ0638  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 OQ0638  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 OQ0638
 OQ0638  HORZ ORDER  -  THIRD
 OQ0638
 OQ0638.The horizontal coordinates were established by classical geodetic methods
 OQ0638.and adjusted by the National Geodetic Survey in May 1999..
 OQ0638
 OQ0638.The orthometric height was scaled from a topographic map.
 OQ0638
 OQ0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0638
 OQ0638.The geoid height was determined by GEOID03.
 OQ0638
 OQ0638;                    North         East     Units Scale Factor Converg.
 OQ0638;SPC IA N     - 1,198,612.987 1,252,862.985   MT  0.99999664   -2 03 46.4
 OQ0638;SPC SD S     -   108,625.866   907,630.532   MT  0.99992765   +2 36 51.3
 OQ0638;SPC SD S     -   356,383.36  2,977,784.50   sFT  0.99992765   +2 36 51.3
 OQ0638;UTM  14      - 4,791,280.019   699,400.520   MT  1.00008913   +1 41 00.5
 OQ0638
 OQ0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0638!SPC IA N     -   0.99993666  x   0.99999664  =   0.99993330
 OQ0638!SPC SD S     -   0.99993666  x   0.99992765  =   0.99986432
 OQ0638!UTM  14      -   0.99993666  x   1.00008913  =   1.00002579
 OQ0638
 OQ0638|---------------------------------------------------------------------|
 OQ0638| PID    Reference Object                     Distance      Geod. Az  |
 OQ0638|                                                           dddmmss.s |
 OQ0638| CO2218 BELOIT RM 1                          10.195 METERS 03316     |
 OQ0638| CO2219 BELOIT RM 2                          10.150 METERS 22811     |
 OQ0638| OQ0712 CANTON LINCOLN CO CTHSE TOWER       APPROX. 7.1 KM 3262911.4 |
 OQ0638| OQ0711 CANTON STANDPIPE                    APPROX. 7.5 KM 3340320.5 |
 OQ0638| OQ0710 CANTON AUGUSTANA ACAD BELFRY        APPROX. 6.8 KM 3352910.0 |
 OQ0638| CO2217 BELOIT AZ MK                                       3410407.8 |
 OQ0638|---------------------------------------------------------------------|
 OQ0638
 OQ0638                          SUPERSEDED SURVEY CONTROL
 OQ0638
 OQ0638  NAD 83(1996)-  43 14 52.64743(N)    096 32 37.55623(W) AD(       ) 3
 OQ0638  NAD 83(1996)-  43 14 52.64741(N)    096 32 37.55625(W) AD(       ) 3
 OQ0638  NAD 83(1996)-  43 14 52.64795(N)    096 32 37.55218(W) AD(       ) 3
 OQ0638  NAD 83(1986)-  43 14 52.65022(N)    096 32 37.54407(W) AD(       ) 3
 OQ0638  NAD 27      -  43 14 52.70900(N)    096 32 36.38300(W) AD(       ) 3
 OQ0638
 OQ0638.Superseded values are not recommended for survey control.
 OQ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0638.See file dsdata.txt to determine how the superseded data were derived.
 OQ0638
 OQ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9940191280(NAD 83)
 OQ0638_MARKER: DS = TRIANGULATION STATION DISK
 OQ0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0638
 OQ0638  HISTORY     - Date     Condition        Report By
 OQ0638  HISTORY     - 1949     MONUMENTED       CGS
 OQ0638
 OQ0638                          STATION DESCRIPTION
 OQ0638
 OQ0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0638'THE STATION IS LOCATED ABOUT 4 MILES SOUTH AND 2-1/2 MILES EAST
 OQ0638'OF THE SMALL CITY OF CANTON, ON THE EAST SIDE OF THE BIG SIOUX
 OQ0638'RIVER.  IT IS ON THE MOST WESTERLY PART OF A RANGE OF HILLS.
 OQ0638'THERE IS HIGHER GROUND TO THE NORTHEAST OF THE STATION.  IT IS 6
 OQ0638'FEET SOUTH SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS
 OQ0638'STAMPED BELOIT 1949 AND PROJECTS ABOUT 6 INCHES.
 OQ0638'
 OQ0638'REFERENCE MARK NO. 1 IS 33.45 FEET NORTHEAST OF THE STATION.
 OQ0638'THE MARK IS STAMPED BELOIT NO 1 1949 AND PROJECTS ABOUT 6 INCHES.
 OQ0638'
 OQ0638'REFERENCE MARK NO. 2 IS 33.30 FEET SOUTH SOUTHWEST OF THE STATION.
 OQ0638'THE MARK IS STAMPED BELOIT NO 2 1949 AND PROJECTS ABOUT 6 INCHES.
 OQ0638'
 OQ0638'AZIMUTH MARK IS 34 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD,
 OQ0638'8 FEET NORTH OF THE CENTERLINE OF A FARM ROAD, AND 3 FEET
 OQ0638'SOUTHWEST OF WHITE WITNESS POST.  THE MARK IS STAMPED BELOIT 1949
 OQ0638'AND PROJECTS ABOUT 6 INCHES.
 OQ0638'
 OQ0638'TO REACH FROM THE SOUTHWEST CORNER OF THE SQUARE IN CANTON, GO
 OQ0638'WEST ON U.S. HIGHWAY 18 ONE BLOCK, TURN LEFT (SOUTH) AND FOLLOW
 OQ0638'MAIN GRAVEL ROAD SOUTH, EAST AND SOUTH FOR 1.5 MILES, TURN LEFT
 OQ0638'AND GO 0.5 MILE TO RIVER BRIDGE, CONTINUE 0.1 MILE TO T-ROAD, TURN
 OQ0638'RIGHT AND GO 0.55 MILE TO A T-ROAD, TURN RIGHT AND FOLLOW GRAVEL
 OQ0638'ROAD SOUTHEAST AND SOUTH FOR 2 MILES TO FORK, KEEP RIGHT FORK
 OQ0638'AND CONTINUE 0.6 MILE TO AZIMUTH MARK ON THE RIGHT.  CONTINUE
 OQ0638'STRAIGHT AHEAD FOR 0.4 MILE TO WIRE GATE ON LEFT, PASS THROUGH
 OQ0638'GATE AND GO UP ALONG SOUTH SIDE OF HILL TO TOP AND STATION.
 OQ0638'
 OQ0638'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0672 ***********************************************************************
 NK0672  DESIGNATION -  BEN
 NK0672  PID         -  NK0672
 NK0672  STATE/COUNTY-  IA/BUTLER
 NK0672  USGS QUAD   -  AUREOLA (1972)
 NK0672
 NK0672                         *CURRENT SURVEY CONTROL
 NK0672  ___________________________________________________________________
 NK0672* NAD 83(1996)-  42 53 54.68924(N)    092 55 34.97901(W)     ADJUSTED  
 NK0672* NAVD 88     -       326.1    (meters)    1070.     (feet)  VERTCON   
 NK0672  ___________________________________________________________________
 NK0672  LAPLACE CORR-         -10.58  (seconds)                    DEFLEC99
 NK0672  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 NK0672
 NK0672  HORZ ORDER  -  SECOND
 NK0672
 NK0672.The horizontal coordinates were established by classical geodetic methods
 NK0672.and adjusted by the National Geodetic Survey in May 1999..
 NK0672
 NK0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0672
 NK0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0672
 NK0672.The geoid height was determined by GEOID03.
 NK0672
 NK0672;                    North         East     Units Scale Factor Converg.
 NK0672;SPC IA N     - 1,155,503.584 1,546,847.638   MT  0.99995347   +0 23 19.6
 NK0672;UTM  15      - 4,749,548.875   506,010.261   MT  0.99960044   +0 03 00.4
 NK0672
 NK0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0672!SPC IA N     -   0.99995370  x   0.99995347  =   0.99990717
 NK0672!UTM  15      -   0.99995370  x   0.99960044  =   0.99955416
 NK0672
 NK0672:                Primary Azimuth Mark                     Grid Az
 NK0672:SPC IA N     -  GREENE TV RELAY MAST                     063 44 49.2
 NK0672:UTM  15      -  GREENE TV RELAY MAST                     064 05 08.4
 NK0672
 NK0672|---------------------------------------------------------------------|
 NK0672| PID    Reference Object                     Distance      Geod. Az  |
 NK0672|                                                           dddmmss.s |
 NK0672| NK0661 GREENE TV RELAY MAST                APPROX. 9.7 KM 0640808.8 |
 NK0672| CI5102 BEN RM 2                              8.631 METERS 09609     |
 NK0672| CI5100 BEN AZ MK                                          1831954.4 |
 NK0672| CI5101 BEN RM 1                             10.200 METERS 34426     |
 NK0672|---------------------------------------------------------------------|
 NK0672
 NK0672                          SUPERSEDED SURVEY CONTROL
 NK0672
 NK0672  NAD 83(1996)-  42 53 54.68928(N)    092 55 34.97897(W) AD(       ) 2
 NK0672  NAD 83(1986)-  42 53 54.68347(N)    092 55 34.97270(W) AD(       ) 2
 NK0672  NAD 27      -  42 53 54.77661(N)    092 55 34.25057(W) AD(       ) 2
 NK0672  NGVD 29 (07/19/86)  326.1    (m)         1070.     (f) VERT ANG       
 NK0672
 NK0672.Superseded values are not recommended for survey control.
 NK0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0672.See file dsdata.txt to determine how the superseded data were derived.
 NK0672
 NK0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH0601049549(NAD 83)
 NK0672_MARKER: DS = TRIANGULATION STATION DISK
 NK0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0672_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0672
 NK0672  HISTORY     - Date     Condition        Report By
 NK0672  HISTORY     - 1971     MONUMENTED       NGS
 NK0672
 NK0672                          STATION DESCRIPTION
 NK0672
 NK0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NK0672'THE STATION IS LOCATED ABOUT 6 MILES WEST OF GREENE, 6 MILES
 NK0672'SOUTH EAST OF DOUGHERTY AND 5 MILES SOUTHWEST OF MARBLE ROCK.
 NK0672'IT IS IN THE NORTHWEST 1/4 SECTION OF 1, T-93 N, R 17 W.
 NK0672'
 NK0672'TO REACH THE STATION FROM THE POST OFFICE IN GREENE, GO
 NK0672'NORTHWEST FOR ONE BLOCK TO EAST TRAER STREET, TURN LEFT AND GO
 NK0672'SOUTHWEST AND WEST CROSSING RIVER BRIDGE FOR 0.75 MILE TO STATE
 NK0672'HIGHWAY 14.  CONTINUE ON CROSSING HIGHWAY 14 AND GO WEST AND SOUTH
 NK0672'ON COUNTY ROUTE C-13 FOR 5 MILES TO THE JUNCTION OF C-13 AND
 NK0672'T-24.  TURN RIGHT AND GO WEST ON C-13 FOR 1 MILE TO A
 NK0672'CROSSROAD.** TURN RIGHT AND GO NORTH FOR 0.75 MILE TO A CROSSROAD
 NK0672'AND THE STATION IN THE NORTHEAST CORNER OF THE
 NK0672'INTERSECTION.
 NK0672'
 NK0672'STATION MARKS ARE STANDARD DISKS STAMPED BEN 1971.  THE SURFACE
 NK0672'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NK0672'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 135 FEET
 NK0672'SOUTH OF A POWER LINE POLE, 42 FEET NORTH OF THE APPROXIMATE
 NK0672'CENTER OF A GRAVEL ROAD, 36 FEET EAST OF THE APPROXIMATE CENTER
 NK0672'OF A GRAVEL ROAD AND 9 FEET NORTHEAST OF A METAL WITNESS
 NK0672'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 NK0672'MASS OF CONCRETE APPROXIMATELY 42 INCHES UNDERGROUND.
 NK0672'
 NK0672'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEN NO 1 1971, SET
 NK0672'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 NK0672'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 103 FEET
 NK0672'SOUTH OF A POWER LINE POLE, 37.6 FEET NORTH OF THE WITNESS POST,
 NK0672'AND 34 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD.
 NK0672'
 NK0672'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEN NO 2 1971,
 NK0672'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 NK0672'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 46.5 FEET
 NK0672'WEST OF A TELEPHONE POLE, 35.7 FEET EAST OF THE WITNESS POST
 NK0672'AND 33 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVEL ROAD.
 NK0672'
 NK0672'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEN 1971, SET IN THE
 NK0672'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 NK0672'INCHES ABOVE THE GROUND SURFACE.  IT IS 150 FEET WEST OF THE
 NK0672'APPROXIMATE CENTER OF THE GRAVEL ROAD, 50 FEET NORTH OF THE
 NK0672'APPROXIMATE CENTER OF C-13, 3.6 FEET WEST OF A POWER LINE POLE
 NK0672'WITH TRANSFORMER, 1.5 FEET EAST OF A METAL WITNESS POST AND 1
 NK0672'FOOT SOUTH OF A WIRE FENCE.
 NK0672'
 NK0672'**TO REACH AZIMUTH MARK FROM THIS POINT CONTINUE WEST FOR 150
 NK0672'FEET TO AZIMUTH ON THE RIGHT.
 NK0672'
 NK0672'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0835 ***********************************************************************
 MG0835  DESIGNATION -  BEN
 MG0835  PID         -  MG0835
 MG0835  STATE/COUNTY-  IA/WASHINGTON
 MG0835  USGS QUAD   -  KALONA (1969)
 MG0835
 MG0835                         *CURRENT SURVEY CONTROL
 MG0835  ___________________________________________________________________
 MG0835* NAD 83(1996)-  41 24 35.84390(N)    091 43 04.25047(W)     ADJUSTED  
 MG0835* NAVD 88     -       242.3    (meters)     795.     (feet)  VERTCON   
 MG0835  ___________________________________________________________________
 MG0835  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 MG0835  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 MG0835
 MG0835  HORZ ORDER  -  SECOND
 MG0835
 MG0835.The horizontal coordinates were established by classical geodetic methods
 MG0835.and adjusted by the National Geodetic Survey in May 1999..
 MG0835
 MG0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0835
 MG0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0835
 MG0835.The geoid height was determined by GEOID03.
 MG0835
 MG0835;                    North         East     Units Scale Factor Converg.
 MG0835;SPC IA S     -   158,101.186   648,991.720   MT  0.99995501   +1 10 26.1
 MG0835;UTM  15      - 4,585,060.913   607,161.244   MT  0.99974132   +0 50 53.3
 MG0835
 MG0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0835!SPC IA S     -   0.99996713  x   0.99995501  =   0.99992214
 MG0835!UTM  15      -   0.99996713  x   0.99974132  =   0.99970846
 MG0835
 MG0835|---------------------------------------------------------------------|
 MG0835| PID    Reference Object                     Distance      Geod. Az  |
 MG0835|                                                           dddmmss.s |
 MG0835| CK7022 BEN RM 1                             19.480 METERS 08945     |
 MG0835| MG0834 CHRIS AZ MK                         APPROX. 3.6 KM 1102627.4 |
 MG0835| CK7023 BEN RM 2                             20.580 METERS 15803     |
 MG0835| MG0837 BEN AZ MK                           APPROX. 3.4 KM 1980309.9 |
 MG0835|---------------------------------------------------------------------|
 MG0835
 MG0835                          SUPERSEDED SURVEY CONTROL
 MG0835
 MG0835  NAD 83(1986)-  41 24 35.84599(N)    091 43 04.26001(W) AD(       ) 2
 MG0835  NAD 27      -  41 24 35.78425(N)    091 43 03.65665(W) AD(       ) 2
 MG0835  NGVD 29 (07/19/86)  242.3    (m)          795.     (f) VERT ANG       
 MG0835
 MG0835.Superseded values are not recommended for survey control.
 MG0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0835.See file dsdata.txt to determine how the superseded data were derived.
 MG0835
 MG0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF0716185061(NAD 83)
 MG0835_MARKER: DD = SURVEY DISK
 MG0835_SETTING: 0 = UNSPECIFIED SETTING
 MG0835
 MG0835  HISTORY     - Date     Condition        Report By
 MG0835  HISTORY     - 1968     MONUMENTED       USGS
 MG0835
 MG0835                          STATION DESCRIPTION
 MG0835
 MG0835'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0835'THE STATION IS LOCATED 7.5 MI N. AND 1.0 MI W. OF WASHINGTON,
 MG0835'IN THE RIGHT-OF-WAY OF COUNTY HWY. K, IN THE SE. QUARTER OF SEC. 1,
 MG0835'T. 76 N., R. 8 W., AND 0.15 MI W. OF JCT. OF CO. HWY. K
 MG0835'WITH STATE HWY. 1.
 MG0835'
 MG0835'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED BEN
 MG0835'1968 CRIMPED ON 10 FT LENGTH OF COPPER COATED ROD, DRIVEN
 MG0835'FLUSH WITH THE GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MG0835'
 MG0835'TO REACH THE STATION FROM THE POST OFFICE AT WASHINGTON, DRIVE
 MG0835'4 BLOCKS S. ON MARION AVE. TO JCT. WITH STATE HWY. 92, TURN RIGHT
 MG0835'AND DRIVE W. ON STATE HWY. 92 FOR 0.8 MI TO JCT. WITH STATE HWY. 1,
 MG0835'CONTINUE W. AND N. ON HWYS. 1 AND 92 FOR 3.1 MI TO ANOTHER
 MG0835'JCT. OF HWYS. 1 AND 92, CONTINUE N. ON STATE HWY. 1 FOR 5.1 MI
 MG0835'TO JCT. OF CO. HWY. K, TURN LEFT AND DRIVE W. ON CO. HWY. K
 MG0835'FOR 0.15 MI TO STATION ON RIGHT.
 MG0835'
 MG0835'STATION MARK IS 30 FT N. OF CENTER OF CO. HWY. K, 646 FT E. OF
 MG0835'CENTER OF CO. HWY. K AT FENCES N. AND S., 10 FT W. OF CENTER
 MG0835'OF ENTRANCE TO FIELD N., 2 FT S. OF RIGHT-OF-WAY FENCE AND 1
 MG0835'FT W. OF A METAL WITNESS POST.
 MG0835'
 MG0835'REFERENCE MARK NO. 1 IS 63.91 FT (19.480 M.) E. OF STATION, 32
 MG0835'FT N. OF CENTER OF CO. HWY. K, 4 FT W. OF A POWER LINE POLE, 1
 MG0835'FT S. OF RIGHT-OF-WAY FENCE AND 1 FT E. OF A METAL WITNESS POST.
 MG0835'
 MG0835'REFERENCE MARK NO. 2 IS 67.52 FT (20.580 M.) S.-SE. OF STATION,
 MG0835'33 FT S. OF CENTER OF CO. HWY. K, 29 FT E. OF CENTER OF
 MG0835'ENTRANCE TO FIELD S., 7 FT E. OF TELEPHONE POLE, 1 FT N. OF
 MG0835'RIGHT-OF-WAY FENCE AND 1 FT W. OF A METAL WITNESS POST.
 MG0835'
 MG0835'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0837 ***********************************************************************
 MG0837  DESIGNATION -  BEN AZ MK
 MG0837  PID         -  MG0837
 MG0837  STATE/COUNTY-  IA/WASHINGTON
 MG0837  USGS QUAD   -  KALONA (1969)
 MG0837
 MG0837                         *CURRENT SURVEY CONTROL
 MG0837  ___________________________________________________________________
 MG0837* NAD 83(1996)-  41 22 51.20184(N)    091 43 49.53337(W)     ADJUSTED  
 MG0837* NAVD 88     -       239.3    (meters)     785.     (feet)  VERTCON   
 MG0837  ___________________________________________________________________
 MG0837  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 MG0837  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 MG0837
 MG0837  HORZ ORDER  -  SECOND
 MG0837
 MG0837.The horizontal coordinates were established by classical geodetic methods
 MG0837.and adjusted by the National Geodetic Survey in May 1999..
 MG0837
 MG0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0837
 MG0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0837
 MG0837.The geoid height was determined by GEOID03.
 MG0837
 MG0837;                    North         East     Units Scale Factor Converg.
 MG0837;SPC IA S     -   154,852.279   648,005.937   MT  0.99995329   +1 09 56.2
 MG0837;UTM  15      - 4,581,818.363   606,157.205   MT  0.99973869   +0 50 21.6
 MG0837
 MG0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0837!SPC IA S     -   0.99996760  x   0.99995329  =   0.99992089
 MG0837!UTM  15      -   0.99996760  x   0.99973869  =   0.99970630
 MG0837
 MG0837:                Primary Azimuth Mark                     Grid Az
 MG0837:SPC IA S     -  BEN                                      016 52 43.8
 MG0837:UTM  15      -  BEN                                      017 12 18.4
 MG0837
 MG0837|---------------------------------------------------------------------|
 MG0837| PID    Reference Object                     Distance      Geod. Az  |
 MG0837|                                                           dddmmss.s |
 MG0837| MG0835 BEN                                 APPROX. 3.4 KM 0180240.0 |
 MG0837|---------------------------------------------------------------------|
 MG0837
 MG0837                          SUPERSEDED SURVEY CONTROL
 MG0837
 MG0837  NAD 83(1986)-  41 22 51.20401(N)    091 43 49.54360(W) AD(       ) 2
 MG0837  NAD 27      -  41 22 51.14198(N)    091 43 48.94071(W) AD(       ) 2
 MG0837  NGVD 29 (07/19/86)  239.3    (m)          785.     (f) VERT ANG       
 MG0837
 MG0837.Superseded values are not recommended for survey control.
 MG0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0837.See file dsdata.txt to determine how the superseded data were derived.
 MG0837
 MG0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF0615781818(NAD 83)
 MG0837_MARKER: DZ = AZIMUTH MARK DISK
 MG0837_SETTING: 0 = UNSPECIFIED SETTING
 MG0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0837
 MG0837  HISTORY     - Date     Condition        Report By
 MG0837  HISTORY     - 1968     MONUMENTED       USGS
 MG0837
 MG0837                          STATION DESCRIPTION
 MG0837
 MG0837'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0837'THE STATION IS LOCATED 5.5 MI N. AND 1.75 MI W. OF WASHINGTON,
 MG0837'IN THE RIGHT-OF-WAY OF AN E.-W. GRAVEL RD., ABOUT 0.25 MI
 MG0837'E. OF A CROSSROADS AND ABOUT 0.25 MI E. OF COR. SECS. 13, 14, 23
 MG0837'AND 24, T. 76 N., R. 8 W.
 MG0837'
 MG0837'TO REACH THE STATION FROM THE POST OFFICE AT WASHINGTON, DRIVE
 MG0837'S. ON MARION AVENUE FOR 4 BLOCKS TO JCT. WITH STATE HWY. 92,
 MG0837'TURN RIGHT AND DRIVE W. ON STATE HWY. 92 FOR 0.8 MI TO JCT. WITH
 MG0837'STATE HWY. 1, CONTINUE W. AND N. ON STATE HWYS. 1 AND 92 FOR 3.1
 MG0837'MI TO ANOTHER JCT. OF HWYS. 1 AND 92, CONTINUE N. ON STATE HWY. 1
 MG0837'FOR 3.0 MI TO A GRAVEL CROSSROADS, TURN LEFT AND DRIVE W. OF
 MG0837'GRAVEL RD. FOR 0.75 MI TO STATION ON THE RIGHT.
 MG0837'
 MG0837'STATION MARK IS A STANDARD AZIMUTH MARK TABLET STAMPED BEN
 MG0837'1968 CRIMPED ON A 10 FT COPPER COATED ROD DRIVEN FLUSH WITH
 MG0837'GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MG0837'
 MG0837'STATION IS 328 FT E.-NE. OF CENTER OF E.-W. GRAVEL RD. AT A
 MG0837'FENCE N., 31 FT N. OF CENTER OF E.-W. GRAVEL RD., 2 FT S. OF
 MG0837'RIGHT-OF-WAY FENCE AND 1 FT W. OF A METAL WITNESS POST.
 MG0837'
 MG0837'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0836 ***********************************************************************
 MJ0836  DESIGNATION -  BEND
 MJ0836  PID         -  MJ0836
 MJ0836  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0836  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0836
 MJ0836                         *CURRENT SURVEY CONTROL
 MJ0836  ___________________________________________________________________
 MJ0836* NAD 83(1996)-  41 09 38.36131(N)    095 51 27.48334(W)     ADJUSTED  
 MJ0836* NAVD 88     -       295.691  (meters)     970.11   (feet)  ADJUSTED  
 MJ0836  ___________________________________________________________________
 MJ0836  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 MJ0836  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 MJ0836  DYNAMIC HT  -         295.571 (meters)     969.72  (feet)  COMP
 MJ0836  MODELED GRAV-     980,210.6   (mgal)                       NAVD 88
 MJ0836
 MJ0836  HORZ ORDER  -  SECOND
 MJ0836  VERT ORDER  -  SECOND    CLASS 0
 MJ0836
 MJ0836.The horizontal coordinates were established by classical geodetic methods
 MJ0836.and adjusted by the National Geodetic Survey in May 1999..
 MJ0836
 MJ0836.The orthometric height was determined by differential leveling
 MJ0836.and adjusted by the National Geodetic Survey in June 1991..
 MJ0836
 MJ0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0836
 MJ0836.The geoid height was determined by GEOID03.
 MJ0836
 MJ0836.The dynamic height is computed by dividing the NAVD 88
 MJ0836.geopotential number by the normal gravity value computed on the
 MJ0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0836.degrees latitude (g = 980.6199 gals.).
 MJ0836
 MJ0836.The modeled gravity was interpolated from observed gravity values.
 MJ0836
 MJ0836;                    North         East     Units Scale Factor Converg.
 MJ0836;SPC IA S     -   131,570.394   302,156.828   MT  0.99994862   -1 33 10.7
 MJ0836;SPC NE       -   155,691.491   847,425.703   MT  0.99967664   +2 44 42.5
 MJ0836;UTM  15      - 4,560,528.636   260,239.626   MT  1.00030754   -1 52 54.2
 MJ0836
 MJ0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0836!SPC IA S     -   0.99995791  x   0.99994862  =   0.99990653
 MJ0836!SPC NE       -   0.99995791  x   0.99967664  =   0.99963456
 MJ0836!UTM  15      -   0.99995791  x   1.00030754  =   1.00026543
 MJ0836
 MJ0836|---------------------------------------------------------------------|
 MJ0836| PID    Reference Object                     Distance      Geod. Az  |
 MJ0836|                                                           dddmmss.s |
 MJ0836| MJ0838 BEND RM 2                            25.079 METERS 11913     |
 MJ0836| MJ1209 BEACON                              APPROX. 6.7 KM 1202508.8 |
 MJ0836| MJ0839 BEND AZ MK                                         1643933.1 |
 MJ0836| MJ0837 BEND RM 1                            23.848 METERS 34611     |
 MJ0836|---------------------------------------------------------------------|
 MJ0836
 MJ0836                          SUPERSEDED SURVEY CONTROL
 MJ0836
 MJ0836  NAD 83(1996)-  41 09 38.36131(N)    095 51 27.48331(W) AD(       ) 2
 MJ0836  NAD 83(1986)-  41 09 38.37022(N)    095 51 27.48245(W) AD(       ) 2
 MJ0836  NAD 27      -  41 09 38.37100(N)    095 51 26.44100(W) AD(       ) 2
 MJ0836  NGVD 29 (??/??/92)  295.597  (m)          969.80   (f) ADJ UNCH    2 0
 MJ0836
 MJ0836.Superseded values are not recommended for survey control.
 MJ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0836.See file dsdata.txt to determine how the superseded data were derived.
 MJ0836
 MJ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6024060529(NAD 83)
 MJ0836_MARKER: DS = TRIANGULATION STATION DISK
 MJ0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0836_STAMPING: BEND 1947
 MJ0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0836+STABILITY: SURFACE MOTION
 MJ0836
 MJ0836  HISTORY     - Date     Condition        Report By
 MJ0836  HISTORY     - 1947     MONUMENTED       CGS
 MJ0836  HISTORY     - 1948     GOOD             NGS
 MJ0836  HISTORY     - 1974     GOOD             NGS
 MJ0836
 MJ0836                          STATION DESCRIPTION
 MJ0836
 MJ0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ0836'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH-SOUTHEAST OF COUNCIL
 MJ0836'BLUFF AND JUST SOUTH OF THE MANAWA BEND OF THE MISSOURI RIVER.
 MJ0836'IT IS 138 FEET NORTH OF A T-ROAD INTERSECTION, 28 FEET WEST OF
 MJ0836'THE CENTERLINE OF THE ROAD, 14 FEET EAST OF THE FENCE AND 12 FEET
 MJ0836'EAST OF A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 MJ0836'THE DISK IS STAMPED BEND 1947.
 MJ0836'
 MJ0836'REFERENCE MARK NO. 1 IS 78.23 FEET NORTH OF THE STATION, 37 FEET
 MJ0836'WEST OF THE CENTERLINE OF THE ROAD AND 2 FEET EAST OF THE FENCE.
 MJ0836'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BEND NO 1 1947.
 MJ0836'
 MJ0836'REFERENCE MARK NO. 2 IS 82.28 FEET SOUTHEAST OF THE STATION, 27
 MJ0836'FEET EAST OF THE CENTERLINE OF THE ROAD AND 1 FOOT WEST OF THE
 MJ0836'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BEND
 MJ0836'NO 2 1947.
 MJ0836'
 MJ0836'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH-SOUTHEAST OF THE STATION,
 MJ0836'35 FEET EAST OF THE CENTERLINE OF THE ROAD, 4 FEET NORTH OF A
 MJ0836'WITNESS POST, 2 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT WEST
 MJ0836'OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 MJ0836'BEND 1947.
 MJ0836'
 MJ0836'TO REACH FROM THE JUNCTION OF THE MAIN STREET AND COUNTY ROUTE
 MJ0836'G, AT THE EAST SIDE OF RAILROAD TRACKS IN PACIFIC JUNCTION, GO
 MJ0836'NORTH ON COUNTY ROUTE G FOR 9.3 MILES TO A FORK, KEEP LEFT FORK
 MJ0836'(ROUTE G) FOR 0.35 MILE TO WHERE ROAD TURNS LEFT (WEST), TURN
 MJ0836'LEFT AND KEEP STRAIGHT ROAD FOR 2.3 MILES TO A T-INTERSECTION,
 MJ0836'TURN RIGHT (NORTH) FOR 0.8 MILE TO A T ROAD LEFT AND THE STATION
 MJ0836'AS DESCRIBED.
 MJ0836'
 MJ0836'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH FOR 0.25 MILE
 MJ0836'TO THE MARK ON THE LEFT.
 MJ0836'
 MJ0836'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MJ0836
 MJ0836                          STATION RECOVERY (1948)
 MJ0836
 MJ0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0836'10.7 MI SW FROM COUNCIL BLUFFS.
 MJ0836'7.75 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0836'FROM THE STATION AT COUNCIL BLUFFS, THENCE 2.15 MILES WEST
 MJ0836'ALONG A DIRT ROAD, THENCE 0.8 MILE NORTH ALONG A DIRT ROAD,
 MJ0836'WEST OF AND ACROSS THE ROAD FROM A RAVINE AND A GROVE OF LARGE
 MJ0836'COTTONWOOD TREES, ABOUT 400.0 FEET NORTH OF THE JUNCTION OF A
 MJ0836'ROAD LEADING EAST TO THE HOME OF F.C. HULL, ABOUT 200.0 FEET
 MJ0836'SOUTH OF A POINT WHERE THE DIRT ROAD TURNS EAST, 148.6 FEET
 MJ0836'NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING WEST 0.5 MILE
 MJ0836'TO NEILSENS CHICKEN RANCH (COUNTY LINE ROAD), 13.6 FEET EAST OF
 MJ0836'A RIGHT-OF-WAY FENCE, 12.6 FEET EAST OF A 4 X 4 REFERENCE POST,
 MJ0836'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 MJ0836'THE GROUND.
 MJ0836
 MJ0836                          STATION RECOVERY (1974)
 MJ0836
 MJ0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MJ0836'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 AND THE
 MJ0836'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE SURFACE
 MJ0836'STATION MARK CONCRETE MONUMENT HAD BEEN REMOVED AND WAS NOT
 MJ0836'FOUND.  THE UNDERGROUND STATION MARK WAS LOWERED AND A NEW
 MJ0836'SURFACE STATION MARK WAS SET.  THE AZIMUTH MARK WAS OBSTRUCTED
 MJ0836'THIS DATE, ABOUT AN 8 FOOT HIGH TARGET AT THE AZIMUTH MARK AND
 MJ0836'CLEARING OF WEEDS ALONG ROAD DITCH THE MARK WOULD BE VISIBLE.
 MJ0836'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 MJ0836'
 MJ0836'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH-SOUTHEAST OF COUNCIL
 MJ0836'BLUFF AND JUST SOUTH OF THE MANAWA BEND OF THE MISSOURI RIVER
 MJ0836'AND IN THE WEST ROAD DITCH OF A COUNTY ROAD.
 MJ0836'
 MJ0836'TO REACH THE STATION FROM THE JUNCTION OF TOP OF OVERPASS AT THE
 MJ0836'INTERSTATE 29 AND STATE HIGHWAY 370 TO BELLEVUE NEBRASKA, (ABOUT
 MJ0836'8 MILES SOUTH OF COUNCIL BLUFF) GO WEST ON HIGHWAY 370 FOR 1.85
 MJ0836'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED
 MJ0836'ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT AND A SMALL
 MJ0836'BUILDING ON THE LEFT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR
 MJ0836'0.25 MILE TO A SIDE ROAD ON THE LEFT AND THE STATION AS
 MJ0836'DESCRIBED.
 MJ0836'
 MJ0836'THE STATION MARKS ARE STANDARD DISKS STAMPED BEND 1947 1974.
 MJ0836'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 MJ0836'MONUMENT THAT IS 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 MJ0836'138 FEET NORTH OF THE ROAD INTERSECTION, 30 FEET EAST OF THE
 MJ0836'CENTER OF THE GRAVELED ROAD, 14 FEET WEST OF A NORTH-SOUTH
 MJ0836'FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 MJ0836'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 MJ0836'THE SURFACE OF THE GROUND.
 MJ0836'
 MJ0836'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEND NO 1 1947, SET
 MJ0836'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MJ0836'4 INCHES ON ITS EAST SIDE.  IT IS 37 FEET WEST OF THE CENTER OF
 MJ0836'THE GRAVELED ROAD, 2 FEET EAST OF THE NORTH-SOUTH FENCE AND 1
 MJ0836'FOOT SOUTH OF A METAL WITNESS POST.
 MJ0836'
 MJ0836'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEND NO 2 1947, SET
 MJ0836'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 MJ0836'THE SURFACE OF THE GROUND.  IT IS 25 FEET EAST OF THE CENTER OF
 MJ0836'THE GRAVELED ROAD AND 6 INCHES WEST OF A NORTH-SOUTH FENCE.
 MJ0836'
 MJ0836'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEND 1947, SET IN
 MJ0836'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 MJ0836'INCHES ON ITS WEST SIDE.  IT IS 35 FEET EAST OF THE CENTER OF THE
 MJ0836'GRAVELED ROAD AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 MJ0836'
 MJ0836'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2
 MJ0836'MILES SSE OF COUNCIL BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0839 ***********************************************************************
 MJ0839  DESIGNATION -  BEND AZ MK
 MJ0839  PID         -  MJ0839
 MJ0839  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0839  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0839
 MJ0839                         *CURRENT SURVEY CONTROL
 MJ0839  ___________________________________________________________________
 MJ0839* NAD 83(1986)-  41 09 26.     (N)    095 51 22.     (W)     SCALED    
 MJ0839* NAVD 88     -       295.395  (meters)     969.14   (feet)  ADJUSTED  
 MJ0839  ___________________________________________________________________
 MJ0839  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 MJ0839  DYNAMIC HT  -         295.275 (meters)     968.75  (feet)  COMP
 MJ0839  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 MJ0839
 MJ0839  VERT ORDER  -  SECOND    CLASS 0
 MJ0839
 MJ0839.The horizontal coordinates were scaled from a topographic map and have
 MJ0839.an estimated accuracy of +/- 6 seconds.
 MJ0839
 MJ0839.The orthometric height was determined by differential leveling
 MJ0839.and adjusted by the National Geodetic Survey in June 1991..
 MJ0839
 MJ0839.The geoid height was determined by GEOID03.
 MJ0839
 MJ0839.The dynamic height is computed by dividing the NAVD 88
 MJ0839.geopotential number by the normal gravity value computed on the
 MJ0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0839.degrees latitude (g = 980.6199 gals.).
 MJ0839
 MJ0839.The modeled gravity was interpolated from observed gravity values.
 MJ0839
 MJ0839;                    North         East    Units  Estimated Accuracy
 MJ0839;SPC IA S     -   131,190.      302,270.      MT  (+/- 180 meters Scaled)
 MJ0839
 MJ0839                          SUPERSEDED SURVEY CONTROL
 MJ0839
 MJ0839  NGVD 29 (??/??/92)  295.302  (m)          968.84   (f) ADJ UNCH    2 0
 MJ0839
 MJ0839.Superseded values are not recommended for survey control.
 MJ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0839.See file dsdata.txt to determine how the superseded data were derived.
 MJ0839
 MJ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF603601(NAD 83)
 MJ0839_MARKER: DZ = AZIMUTH MARK DISK
 MJ0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0839_STAMPING: BEND 1947
 MJ0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0839+STABILITY: SURFACE MOTION
 MJ0839
 MJ0839  HISTORY     - Date     Condition        Report By
 MJ0839  HISTORY     - 1947     MONUMENTED       CGS
 MJ0839  HISTORY     - 1948     GOOD             NGS
 MJ0839
 MJ0839                          STATION DESCRIPTION
 MJ0839
 MJ0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0839'10.4 MI SW FROM COUNCIL BLUFFS.
 MJ0839'7.75 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0839'FROM THE STATION AT COUNCIL BLUFFS, THENCE 2.15 MILES WEST ALONG
 MJ0839'A DIRT ROAD, THENCE 0.55 MILE NORTH ALONG A DIRT ROAD, 0.25 MILE
 MJ0839'SOUTH OF BEND 1947 AND THE COUNTY LINE, 0.15 MILE SOUTH OF THE
 MJ0839'HOME OF F.C. HULL, 33.6 FEET EAST OF THE CENTER LINE OF THE
 MJ0839'ROAD, 5.6 FEET NORTH OF A 4 X 4 REFERENCE POST, 1.0 FOOT WEST
 MJ0839'OF A RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE POST
 MJ0839'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0837 ***********************************************************************
 MJ0837  DESIGNATION -  BEND RM 1
 MJ0837  PID         -  MJ0837
 MJ0837  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0837  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0837
 MJ0837                         *CURRENT SURVEY CONTROL
 MJ0837  ___________________________________________________________________
 MJ0837* NAD 83(1986)-  41 09 38.     (N)    095 51 27.     (W)     SCALED    
 MJ0837* NAVD 88     -       296.039  (meters)     971.25   (feet)  ADJUSTED  
 MJ0837  ___________________________________________________________________
 MJ0837  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 MJ0837  DYNAMIC HT  -         295.919 (meters)     970.86  (feet)  COMP
 MJ0837  MODELED GRAV-     980,210.7   (mgal)                       NAVD 88
 MJ0837
 MJ0837  VERT ORDER  -  SECOND    CLASS 0
 MJ0837
 MJ0837.The horizontal coordinates were scaled from a topographic map and have
 MJ0837.an estimated accuracy of +/- 6 seconds.
 MJ0837
 MJ0837.The orthometric height was determined by differential leveling
 MJ0837.and adjusted by the National Geodetic Survey in June 1991..
 MJ0837
 MJ0837.The geoid height was determined by GEOID03.
 MJ0837
 MJ0837.The dynamic height is computed by dividing the NAVD 88
 MJ0837.geopotential number by the normal gravity value computed on the
 MJ0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0837.degrees latitude (g = 980.6199 gals.).
 MJ0837
 MJ0837.The modeled gravity was interpolated from observed gravity values.
 MJ0837
 MJ0837;                    North         East    Units  Estimated Accuracy
 MJ0837;SPC IA S     -   131,560.      302,170.      MT  (+/- 180 meters Scaled)
 MJ0837
 MJ0837                          SUPERSEDED SURVEY CONTROL
 MJ0837
 MJ0837  NGVD 29 (??/??/92)  295.946  (m)          970.95   (f) ADJ UNCH    2 0
 MJ0837
 MJ0837.Superseded values are not recommended for survey control.
 MJ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0837.See file dsdata.txt to determine how the superseded data were derived.
 MJ0837
 MJ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF602605(NAD 83)
 MJ0837_MARKER: DR = REFERENCE MARK DISK
 MJ0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0837_STAMPING: BEND NO 1 1947
 MJ0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0837+STABILITY: SURFACE MOTION
 MJ0837
 MJ0837  HISTORY     - Date     Condition        Report By
 MJ0837  HISTORY     - 1947     MONUMENTED       CGS
 MJ0837  HISTORY     - 1948     GOOD             NGS
 MJ0837
 MJ0837                          STATION DESCRIPTION
 MJ0837
 MJ0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0837'10.7 MI SW FROM COUNCIL BLUFFS.
 MJ0837'7.75 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0837'FROM THE STATION AT COUNCIL BLUFFS, THENCE 2.15 MILES WEST ALONG
 MJ0837'A DIRT ROAD, THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, 78.3 FEET
 MJ0837'NORTH OF BEND 1947, 227.0 FEET NORTH OF THE JUNCTION OF A DIRT
 MJ0837'ROAD LEADING WEST 0.5 MILE TO THE NEILSENS CHICKEN RANCH (COUNTY
 MJ0837'LINE ROAD), ABOUT 125.0 FEET SOUTH OF A POINT WHERE THE NORTH-SOUTH
 MJ0837'ROAD MAKES A TURN TO THE EAST AROUND THE HEAD OF A RAVINE, 37.0
 MJ0837'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 2.0 FEET
 MJ0837'EAST OF A RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE
 MJ0837'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  MARK IS 0.5 MILE
 MJ0837'WEST AND 0.45 MILE NORTH AND WEST ALONG A DIRT ROAD FROM BENCH
 MJ0837'MARK X 130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0838 ***********************************************************************
 MJ0838  DESIGNATION -  BEND RM 2
 MJ0838  PID         -  MJ0838
 MJ0838  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0838  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0838
 MJ0838                         *CURRENT SURVEY CONTROL
 MJ0838  ___________________________________________________________________
 MJ0838* NAD 83(1986)-  41 09 38.     (N)    095 51 27.     (W)     SCALED    
 MJ0838* NAVD 88     -       295.480  (meters)     969.42   (feet)  ADJUSTED  
 MJ0838  ___________________________________________________________________
 MJ0838  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 MJ0838  DYNAMIC HT  -         295.360 (meters)     969.03  (feet)  COMP
 MJ0838  MODELED GRAV-     980,210.7   (mgal)                       NAVD 88
 MJ0838
 MJ0838  VERT ORDER  -  SECOND    CLASS 0
 MJ0838
 MJ0838.The horizontal coordinates were scaled from a topographic map and have
 MJ0838.an estimated accuracy of +/- 6 seconds.
 MJ0838
 MJ0838.The orthometric height was determined by differential leveling
 MJ0838.and adjusted by the National Geodetic Survey in June 1991..
 MJ0838
 MJ0838.The geoid height was determined by GEOID03.
 MJ0838
 MJ0838.The dynamic height is computed by dividing the NAVD 88
 MJ0838.geopotential number by the normal gravity value computed on the
 MJ0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0838.degrees latitude (g = 980.6199 gals.).
 MJ0838
 MJ0838.The modeled gravity was interpolated from observed gravity values.
 MJ0838
 MJ0838;                    North         East    Units  Estimated Accuracy
 MJ0838;SPC IA S     -   131,560.      302,170.      MT  (+/- 180 meters Scaled)
 MJ0838
 MJ0838                          SUPERSEDED SURVEY CONTROL
 MJ0838
 MJ0838  NGVD 29 (??/??/92)  295.386  (m)          969.11   (f) ADJ UNCH    2 0
 MJ0838
 MJ0838.Superseded values are not recommended for survey control.
 MJ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0838.See file dsdata.txt to determine how the superseded data were derived.
 MJ0838
 MJ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF602605(NAD 83)
 MJ0838_MARKER: DR = REFERENCE MARK DISK
 MJ0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0838_STAMPING: BEND NO 2 1947
 MJ0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0838+STABILITY: SURFACE MOTION
 MJ0838
 MJ0838  HISTORY     - Date     Condition        Report By
 MJ0838  HISTORY     - 1947     MONUMENTED       CGS
 MJ0838  HISTORY     - 1948     GOOD             NGS
 MJ0838
 MJ0838                          STATION DESCRIPTION
 MJ0838
 MJ0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0838'10.7 MI SW FROM COUNCIL BLUFFS.
 MJ0838'7.75 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0838'FROM THE STATION AT COUNCIL BLUFFS, THENCE 2.15 MILES WEST ALONG
 MJ0838'A DIRT ROAD, THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, 82.3 FEET
 MJ0838'SOUTHEAST OF BEND 1947, 90.0 FEET NORTH OF THE EXTENSION TO THE
 MJ0838'EAST OF THE CENTER LINE OF THE DIRT ROAD LEADING WEST 0.5 MILE
 MJ0838'TO THE NEILSENS CHICKEN RANCH, 25.0 FEET EAST OF THE CENTER
 MJ0838'LINE OF A DIRT ROAD, 1.0 FOOT WEST OF A FENCE LINE WHICH HAS
 MJ0838'STEEL POSTS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MJ0838'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0813 ***********************************************************************
 LF0813  DESIGNATION -  BENNETT
 LF0813  PID         -  LF0813
 LF0813  STATE/COUNTY-  IA/FREMONT
 LF0813  USGS QUAD   -  HAMBURG (1984)
 LF0813
 LF0813                         *CURRENT SURVEY CONTROL
 LF0813  ___________________________________________________________________
 LF0813* NAD 83(1996)-  40 35 01.20105(N)    095 37 50.92511(W)     ADJUSTED  
 LF0813* NAVD 88     -       302.684  (meters)     993.06   (feet)  ADJUSTED  
 LF0813  ___________________________________________________________________
 LF0813  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 LF0813  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LF0813  DYNAMIC HT  -         302.523 (meters)     992.53  (feet)  COMP
 LF0813  MODELED GRAV-     980,085.4   (mgal)                       NAVD 88
 LF0813
 LF0813  HORZ ORDER  -  SECOND
 LF0813  VERT ORDER  -  FIRST     CLASS II
 LF0813
 LF0813.The horizontal coordinates were established by classical geodetic methods
 LF0813.and adjusted by the National Geodetic Survey in May 1999..
 LF0813
 LF0813.The orthometric height was determined by differential leveling
 LF0813.and adjusted by the National Geodetic Survey in June 1991..
 LF0813
 LF0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0813
 LF0813.The geoid height was determined by GEOID03.
 LF0813
 LF0813.The dynamic height is computed by dividing the NAVD 88
 LF0813.geopotential number by the normal gravity value computed on the
 LF0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0813.degrees latitude (g = 980.6199 gals.).
 LF0813
 LF0813.The modeled gravity was interpolated from observed gravity values.
 LF0813
 LF0813;                    North         East     Units Scale Factor Converg.
 LF0813;SPC IA S     -    67,025.059   319,617.340   MT  1.00000599   -1 24 12.8
 LF0813;SPC MO W     -   490,889.248   754,267.404   MT  1.00005395   -0 44 08.6
 LF0813;UTM  15      - 4,495,868.559   277,346.122   MT  1.00021025   -1 42 43.9
 LF0813
 LF0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0813!SPC IA S     -   0.99995724  x   1.00000599  =   0.99996323
 LF0813!SPC MO W     -   0.99995724  x   1.00005395  =   1.00001119
 LF0813!UTM  15      -   0.99995724  x   1.00021025  =   1.00016748
 LF0813
 LF0813:                Primary Azimuth Mark                     Grid Az
 LF0813:SPC IA S     -  BENNETT AZ MK                            092 23 48.9
 LF0813:SPC MO W     -  BENNETT AZ MK                            091 43 44.7
 LF0813:UTM  15      -  BENNETT AZ MK                            092 42 20.0
 LF0813
 LF0813|---------------------------------------------------------------------|
 LF0813| PID    Reference Object                     Distance      Geod. Az  |
 LF0813|                                                           dddmmss.s |
 LF0813| CL6865 BENNETT AZ MK                                      0905936.1 |
 LF0813| LF0814 BENNETT RM 1                         39.476 METERS 09131     |
 LF0813| LF0815 BENNETT RM 2                         28.024 METERS 16051     |
 LF0813| LF1367 PERU MUNICIPAL TANK                 APPROX.14.9 KM 2160400.7 |
 LF0813|---------------------------------------------------------------------|
 LF0813
 LF0813                          SUPERSEDED SURVEY CONTROL
 LF0813
 LF0813  NAD 83(1996)-  40 35 01.20105(N)    095 37 50.92511(W) AD(       ) 2
 LF0813  NAD 83(1986)-  40 35 01.20760(N)    095 37 50.92058(W) AD(       ) 2
 LF0813  NAD 27      -  40 35 01.20300(N)    095 37 49.93300(W) AD(       ) 2
 LF0813  NGVD 29 (??/??/92)  302.586  (m)          992.73   (f) ADJ UNCH    1 2
 LF0813
 LF0813.Superseded values are not recommended for survey control.
 LF0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0813.See file dsdata.txt to determine how the superseded data were derived.
 LF0813
 LF0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7734695869(NAD 83)
 LF0813_MARKER: DB = BENCH MARK DISK
 LF0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0813_STAMPING: BENNETT 1934
 LF0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0813+STABILITY: SURFACE MOTION
 LF0813
 LF0813  HISTORY     - Date     Condition        Report By
 LF0813  HISTORY     - 1934     MONUMENTED       CGS
 LF0813  HISTORY     - 1947     GOOD             CGS
 LF0813  HISTORY     - 1948     GOOD             NGS
 LF0813  HISTORY     - 1961     GOOD             CGS
 LF0813  HISTORY     - 1961     GOOD             NGS
 LF0813  HISTORY     - 1962     GOOD             CGS
 LF0813
 LF0813                          STATION DESCRIPTION
 LF0813
 LF0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF0813'STATION IS LOCATED IN NORTHEAST QUARTER OF SEC. 35, T. 67 N.,
 LF0813'R. 42 W., ON THE IOWA-MISSOURI BOUNDARY, 1.5 MILES SOUTH AND
 LF0813'1.3 MILES EAST OF HAMBURG, IOWA, ON TOP OF BLUFF, ABOUT 200
 LF0813'YARDS EAST OF U.S. HIGHWAY 275 AND ROUND TOP INN.  SURFACE AND
 LF0813'UNDERGROUND MARKS ARE SET AS DESCRIBED.
 LF0813'
 LF0813'REACHED FROM HAMBURG POST OFFICE BY GOING EAST ON U.S. HIGHWAY 275
 LF0813'FOR 0.5 MILE TO BRIDGE OVER NISHNABOTNA RIVER, CONTINUE SOUTH
 LF0813'AND EAST ON U.S. HIGHWAY 275 FOR 1.75 MILES TO ROUND TOP INN
 LF0813'AT STATE LINE, CONTINUE SOUTH ON HIGHWAY 275 FOR 0.35 MILE TO
 LF0813'FIRST LANE TO LEFT, TURN LEFT (EAST) AND FOLLOW LEFT HAND FORK
 LF0813'THROUGH CUT AND UP HILL TO TOP OF RIDGE, PASS THROUGH GATE AT
 LF0813'BARNYARD, TURN NORTH AND PASS THROUGH GATE TO FIELD, CONTINUE
 LF0813'NORTHWEST TO CORNER OF FIELD AND STATION ON STATE-LINE FENCE.
 LF0813'
 LF0813'REFERENCE MARK NO. 1 IS 39.476 METERS (129.49 FEET)
 LF0813'EAST OF STATION, ON STATE LINE.
 LF0813'
 LF0813'REFERENCE MARK NO. 2 IS 28.024 METERS (91.94 FEET)
 LF0813'SOUTH OF STATION IN NORTH-SOUTH FENCE LINE.
 LF0813'
 LF0813'AZIMUTH MARK IS 0.5 MILE EAST OF STATION ON STATELINE
 LF0813'FENCE.
 LF0813'
 LF0813'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 LF0813
 LF0813                          STATION RECOVERY (1947)
 LF0813
 LF0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LBO)
 LF0813'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LF0813'CONDITION.  ORIGINAL DESCRIPTION ADEQUATE.
 LF0813
 LF0813                          STATION RECOVERY (1948)
 LF0813
 LF0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0813'2.6 MI SE FROM HAMBURG.
 LF0813'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 275 FROM THE STEEL
 LF0813'BRIDGE OVER THE NISHNABOTNA RIVER ON THE EAST EDGE OF HAMBURG,
 LF0813'THENCE 0.1 MILE EAST ALONG A PRIVATE ROAD, THENCE 0.2 MILE NORTH
 LF0813'ALONG A PRIVATE ROAD, THENCE 0.3 MILE NORTHWEST THROUGH A
 LF0813'PASTURE, ALONG THE IOWA-MISSOURI STATE LINE, ON TOP OF THE BLUFF,
 LF0813'ABOUT 600.0 FEET EAST OF A POINT ON U.S. HIGHWAY 275 WHICH
 LF0813'IS ABOUT 1.7 MILES SOUTHEAST OF THE NISHNABOTNA RIVER BRIDGE,
 LF0813'0.3 MILE NORTHWEST OF A BARN, IN THE NORTHWEST CORNER OF A
 LF0813'PASTURE, ON THE EAST SLOPE OF A HILL, 70.0 FEET WEST OF A LONE
 LF0813'6-INCH ASH TREE USED AS A FENCE POST ON THE STATE LINE, 11.4
 LF0813'FEET EAST OF A CORNER FENCE POST, 0.6 FOOT SOUTH OF THE EAST-WEST
 LF0813'STATE LINE FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 LF0813'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 LF0813
 LF0813                          STATION RECOVERY (1961)
 LF0813
 LF0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 LF0813'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LF0813'GOOD CONDITION.  A NEW TO REACH FOLLOWS.
 LF0813'
 LF0813'TO REACH THE STATION FROM THE STEEL BRIDGE OVER THE NISHNABOTNA
 LF0813'RIVER ON THE EAST EDGE OF HAMBURG, IOWA, GO SOUTHEAST ALONG
 LF0813'U.S. HIGHWAY 275 FOR 1.7 MILES TO THE IOWA-MISSOURI STATE LINE.
 LF0813'CONTINUE SOUTH ON U.S. HIGHWAY 275 FOR 0.3 MILE TO A PRIVATE
 LF0813'ROAD ON THE LEFT.  TURN LEFT OFF THE HIGHWAY AND GO EAST ON THE
 LF0813'PRIVATE ROAD FOR 0.1 MILE TO A BRICK FARMHOUSE ON THE LEFT.
 LF0813'BEAR LEFT THROUGH FARMYARD AND FOLLOW PRIVATE ROAD NORTH FOR
 LF0813'0.2 MILE TO A PASTURE.  BEAR LEFT AND GO NORTHWEST ACROSS
 LF0813'PASTURE FOR 0.3 MILE TO A FENCE ALONG THE IOWA-MISSOURI STATE
 LF0813'LINE AND THE STATION NEAR THE NORTHWEST CORNER OF THE
 LF0813'PASTURE.
 LF0813
 LF0813                          STATION RECOVERY (1961)
 LF0813
 LF0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0813'RECOVERED IN GOOD CONDITION.
 LF0813
 LF0813                          STATION RECOVERY (1962)
 LF0813
 LF0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (PEC)
 LF0813'ALL MARKS ARE IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0914 ***********************************************************************
 OO0914  DESIGNATION -  BENNETT
 OO0914  PID         -  OO0914
 OO0914  STATE/COUNTY-  IA/CHICKASAW
 OO0914  USGS QUAD   -  LAWLER (1981)
 OO0914
 OO0914                         *CURRENT SURVEY CONTROL
 OO0914  ___________________________________________________________________
 OO0914* NAD 83(1996)-  43 03 07.76663(N)    092 12 05.34991(W)     ADJUSTED  
 OO0914* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 OO0914  ___________________________________________________________________
 OO0914  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 OO0914  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 OO0914
 OO0914  HORZ ORDER  -  FIRST
 OO0914
 OO0914.The horizontal coordinates were established by classical geodetic methods
 OO0914.and adjusted by the National Geodetic Survey in May 1999..
 OO0914
 OO0914.The orthometric height was scaled from a topographic map.
 OO0914
 OO0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0914
 OO0914.The geoid height was determined by GEOID03.
 OO0914
 OO0914;                    North         East     Units Scale Factor Converg.
 OO0914;SPC IA N     - 1,173,223.800 1,605,784.917   MT  0.99996785   +0 52 48.2
 OO0914;UTM  15      - 4,766,916.176   565,030.621   MT  0.99965202   +0 32 42.5
 OO0914
 OO0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0914!SPC IA N     -   0.99994631  x   0.99996785  =   0.99991416
 OO0914!UTM  15      -   0.99994631  x   0.99965202  =   0.99959835
 OO0914
 OO0914:                Primary Azimuth Mark                     Grid Az
 OO0914:SPC IA N     -  LAWLER MUNICIPAL TANK                    061 17 32.5
 OO0914:UTM  15      -  LAWLER MUNICIPAL TANK                    061 37 38.2
 OO0914
 OO0914|---------------------------------------------------------------------|
 OO0914| PID    Reference Object                     Distance      Geod. Az  |
 OO0914|                                                           dddmmss.s |
 OO0914| OO0913 LAWLER MUNICIPAL TANK               APPROX. 3.9 KM 0621020.7 |
 OO0914| AI2483 BENNETT RM 1                         31.836 METERS 09026     |
 OO0914| NK0478 FREDERICKSBURG MUNICIPAL TANK       APPROX. 9.8 KM 1793531.5 |
 OO0914| NK0512 BREMER COUNTY FARM TANK             APPROX.33.4 KM 1973846.2 |
 OO0914| AI2484 BENNETT RM 2                         32.092 METERS 27026     |
 OO0914| OO0923 NEW HAMPTON ST MARYS CATH CH        APPROX. 9.4 KM 2721511.6 |
 OO0914| OO0919 NEW HAMPTON ST PAUL EV LUTH CH      APPROX. 9.1 KM 2725954.8 |
 OO0914| OO0921 NEW HAMPTON MUN WTR WORKS STK       APPROX. 9.1 KM 2743826.1 |
 OO0914| OO0922 NEW HAMPTON MUN WTR WORKS TANK      APPROX. 9.2 KM 2743906.3 |
 OO0914| OO0920 NEW HAMPTON ST JOSEPHS CATH CH      APPROX. 9.7 KM 2761704.1 |
 OO0914| AI2485 BENNETT AZ MK                                      3444023.6 |
 OO0914| AI2532 BENNETT AZ MK 2                     APPROX. 0.8 KM 3570046.5 |
 OO0914|---------------------------------------------------------------------|
 OO0914
 OO0914                          SUPERSEDED SURVEY CONTROL
 OO0914
 OO0914  NAD 83(1996)-  43 03 07.76652(N)    092 12 05.34989(W) AD(       ) 1
 OO0914  NAD 83(1986)-  43 03 07.75923(N)    092 12 05.34942(W) AD(       ) 1
 OO0914  NAD 27      -  43 03 07.84900(N)    092 12 04.72100(W) AD(       ) 1
 OO0914
 OO0914.Superseded values are not recommended for survey control.
 OO0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0914.See file dsdata.txt to determine how the superseded data were derived.
 OO0914
 OO0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH6503166916(NAD 83)
 OO0914_MARKER: DS = TRIANGULATION STATION DISK
 OO0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0914_STAMPING: BENNETT 1934
 OO0914_MARK LOGO: CGS   
 OO0914_PROJECTION: PROJECTING 30 CENTIMETERS
 OO0914_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0914+STABILITY: SURFACE MOTION
 OO0914
 OO0914  HISTORY     - Date     Condition        Report By
 OO0914  HISTORY     - 1934     MONUMENTED       CGS
 OO0914  HISTORY     - 1980     GOOD             LOCENG
 OO0914  HISTORY     - 19800621 GOOD             NGS
 OO0914
 OO0914                          STATION DESCRIPTION
 OO0914
 OO0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0914'STATION IS ABOUT 6 MILES E OF NEW HAMPTON, 2-1/2 MILES SW OF
 OO0914'LAWLER, IN FENCE LINE BETWEEN NE 1/4 SEC. 13 AND SE 1/4 SEC.
 OO0914'12, T 95 N, R 12 W, ON LAND OWNED BY THE EQUITABLE LIFE
 OO0914'INSURANCE COMPANY.  THE MARK IS SET 0.08 MILE W OF WHERE N-S
 OO0914'ROAD MAKES A RIGHT-ANGLE TURN TO THE E.  IT IS ON THE SUMMIT
 OO0914'OF A LONG RIDGE, 1 FOOT S OF E-W FENCE LINE AND PROJECTS 10
 OO0914'INCHES.
 OO0914'
 OO0914'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OO0914'BRONZE DISKS SET IN CONCRETE.
 OO0914'
 OO0914'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT S OF FENCE
 OO0914'LINE AND PROJECTS 12 INCHES.
 OO0914'
 OO0914'REFERENCE MARK NO. 2 IS W OF THE STATION, 1 FOOT S OF FENCE
 OO0914'LINE AND PROJECTS 6 INCHES.
 OO0914'
 OO0914'AZIMUTH MARK IS N OF THE STATION ON THE N EDGE OF THE RIGHT-OF-WAY
 OO0914'OF E-W ROAD, 1 FOOT S OF FENCE LINE, 35 FEET N OF THE CENTER
 OO0914'OF THE ROAD AND PROJECTS 11 INCHES.
 OO0914'
 OO0914'TO REACH FROM STATION, GO E FOR 0.08 MILE, THENCE N 0.5 MILE.
 OO0914'HERE GO W FOR ABOUT 0.1 MILE TO THE MARK ON THE N SIDE OF THE
 OO0914'ROAD.
 OO0914'
 OO0914'TO REACH FROM NEW HAMPTON, GO E FOR 5.6 MILES FROM THE JUNCTION
 OO0914'WITH IOWA HIGHWAY 59, E-W ROAD IS IOWA HIGHWAY 24, TO T-ROAD
 OO0914'LEADING S.  GO S 0.5 MILE TO A POINT WHERE ROAD MAKES A
 OO0914'RIGHT-ANGLE TURN TO THE E.  HERE GO W FOR 0.08 MILE ON FARM
 OO0914'LANE TO THE STATION IN FENCE LINE ON THE N EDGE OF THE LANE.
 OO0914'
 OO0914'ALL LIGHTS CAME INTO VIEW AT 12 FEET.
 OO0914
 OO0914                          STATION RECOVERY (1980)
 OO0914
 OO0914'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (DV)
 OO0914'BENNETT 1934 FOUND STATION IS GOOD CONDITION AS PER DESCRIPTION
 OO0914'
 OO0914'AZ MARK HAS BEEN DISTURBED.
 OO0914
 OO0914                          STATION RECOVERY (1980)
 OO0914
 OO0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 OO0914'THE SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 OO0914'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TILTED AND THE DISK WAS
 OO0914'SALVAGE.  AN AZIMUTH MARK 2 WAS ESTABLISHED.  THE DIRECTION TO
 OO0914'REFERENCE MARK 1 AGREED WITH 1934 DATA BUT THE DISTANCE WAS 3 FT (0.9
 OO0914'M) LONGER.  THE DIRECTION TO REFERENCE MARK 2 FAILED TO AGREE BUT THE
 OO0914'DISTANCE AGREED.  A FAVORABLE CHECK ANGLE WAS OBTAINED BETWEEN TWO OLD
 OO0914'DISTANT OBJECTS, THEREFORE, THE UNDERGROUND MARK WAS NOT INSPECTED.  A
 OO0914'NEW DESCRIPTION IS REQUIRED.
 OO0914'THE STATION IS ABOUT 6 MILES (9.7 KM) EAST OF NEW HAMPTON, 2-1/2 MILES
 OO0914'SOUTHWEST OF LAWER, IN A GRASSY STRIP BETWEEN TWO CULTIVATED FIELDS,
 OO0914'BETWEEN THE NE1/4, SEC13, AND THE SE1/4 SEC12, OF T95N, R12W.
 OO0914'OWNERSHIP IS UNCERTAIN. TO REACH THE STATION FROM THE JUNCTION OF U.S
 OO0914'HIGHWAYS 18 AND 63 AND STATE HIGHWAY 24, IN NEW HAMPTON, GO EAST ON
 OO0914'HIGHWAY 24 FOR 6.1 MILES (9.8 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT
 OO0914'AND GO SOUTH ON A GRAVELED ROAD FOR 0.5 MILE (0.8 KM) TO A SIDE ROAD
 OO0914'LEFT AND THE AZIMUTH MARK 0.15 MILE (0.24 KM) WEST ALONG THAT ROAD.
 OO0914'CONTINUE SOUTH FOR 0.5 MILE (0.8 KM) TO WHERE THE ROAD TURNS SHARP
 OO0914'LEFT AND EAST AND THE END OF TRUCK TRAVEL.  WALK WEST ALONG A GRASSY
 OO0914'STRIP BETWEEN TWO CULTIVATED FIELDS FOR ABOUT 0.1 MILE (0.2 KM) TO THE
 OO0914'CREST OF THE HILL AND THE STATION.
 OO0914'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---BENNETT 1934---,
 OO0914'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 0.3 METER.  (1.0
 OO0914'FT) IT IS 0.3 METER (1.0 FT) NORTH OF A WITNESS POST.  REFERENCE MARK
 OO0914'1 IS A STANDARD DISK, STAMPED---BENNETT NO 1 1934---, SET IN THE TOP
 OO0914'OF A ROUND CONCRETE POST, PROJECTING 0.3 METER.  (1.0 FT) IT IS 0.3
 OO0914'METER (1.0 FT) WEST OF A WITNESS POST. REFERENCE MARK 2 IS A STANDARD
 OO0914'DISK, STAMPED---BENNETT NO 2 1934---, SET IN THE TOP OF A ROUND
 OO0914'CONCRETE POST PROJECTING 0.3 METER. (1.0 FT) IT IS 0.3 METER (1.0 FT)
 OO0914'EAST OF A WITNESS POST.  THIS MARK APPEARS TO HAVE BEEN STRUCK BY
 OO0914'MACHINERY, BUT IS STILL SOLID.  THE AZIMUTH MARK IS A STANDARD DISK,
 OO0914'STAMPED---BENNETT 1934 NO 2 1981---, SET IN A DRILLED HOLE IN A 3.7 X
 OO0914'3.7 X 3.7 METER (12.1 FT) TRIANGULAR SHAPED BOULDER THAT PROJECTS 1.50
 OO0914'METER (4.92 FT) ABOVE THE BOTTOM OF THE DITCH.  IT IS 8.25 METER
 OO0914'(27.07 FT) NORTH OF THE CENTERLINE OF THE ROAD AND IS ABOUT LEVEL WITH
 OO0914'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2532 ***********************************************************************
 AI2532  DESIGNATION -  BENNETT AZ MK 2
 AI2532  PID         -  AI2532
 AI2532  STATE/COUNTY-  IA/CHICKASAW
 AI2532  USGS QUAD   -  LAWLER (1981)
 AI2532
 AI2532                         *CURRENT SURVEY CONTROL
 AI2532  ___________________________________________________________________
 AI2532* NAD 83(1996)-  43 03 34.29152(N)    092 12 07.23749(W)     ADJUSTED  
 AI2532* NAVD 88     -       372.2    (meters)    1221.     (feet)  VERTCON   
 AI2532  ___________________________________________________________________
 AI2532  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 AI2532  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 AI2532
 AI2532  HORZ ORDER  -  THIRD
 AI2532
 AI2532.The horizontal coordinates were established by classical geodetic methods
 AI2532.and adjusted by the National Geodetic Survey in January 2003..
 AI2532
 AI2532.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI2532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI2532
 AI2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2532
 AI2532.The geoid height was determined by GEOID03.
 AI2532
 AI2532;                    North         East     Units Scale Factor Converg.
 AI2532;SPC IA N     - 1,174,041.564 1,605,729.639   MT  0.99996872   +0 52 46.9
 AI2532;UTM  15      - 4,767,733.990   564,980.139   MT  0.99965194   +0 32 41.5
 AI2532
 AI2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2532!SPC IA N     -   0.99994643  x   0.99996872  =   0.99991515
 AI2532!UTM  15      -   0.99994643  x   0.99965194  =   0.99959839
 AI2532
 AI2532                          SUPERSEDED SURVEY CONTROL
 AI2532
 AI2532  NGVD 29 (01/21/03)  372.2    (m)         1221.     (f) VERT ANG       
 AI2532
 AI2532.Superseded values are not recommended for survey control.
 AI2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2532.See file dsdata.txt to determine how the superseded data were derived.
 AI2532
 AI2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH6498067734(NAD 83)
 AI2532_MARKER: DZ = AZIMUTH MARK DISK
 AI2532_SETTING: 80 = SET IN A BOULDER
 AI2532_STAMPING: BENNETT 1934 NO 2 1981
 AI2532_MARK LOGO: NGS   
 AI2532_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2532+STABILITY: SURFACE MOTION
 AI2532
 AI2532  HISTORY     - Date     Condition        Report By
 AI2532  HISTORY     - 1980     MONUMENTED       NGS
 AI2532
 AI2532                          STATION DESCRIPTION
 AI2532
 AI2532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AI2532'THE STATION IS ABOUT 6 MILES (9.7 KM) EAST OF NEW HAMPTON, 2 MILES
 AI2532'(3.2 KM) SOUTHWEST OF LAWER, 1/2 MILE SOUTH OF STATE HIGHWAY 24 AND ON
 AI2532'ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION OF U.S
 AI2532'HIGHWAYS 18 AND 63 AND STATE HIGHWAY 24, IN NEW HAMPTON, GO EAST ON
 AI2532'HIGHWAY 24 FOR 6.1 MILES (9.8 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT
 AI2532'AND GO WEST FOR 0.15 MILE (0.24 KM) TO THE STATION IN A LARGE BOULDER
 AI2532'IN THE DITCH ON THE RIGHT.  STATION IS AN AZIMUTH MARK DISK,
 AI2532'STAMPED---BENNETT 1934 NO 2 1981---, SET IN A DRILLED HOLE IN A 3.7 X
 AI2532'3.7 X 3.7 METER, (12.1 FT) TRIANGULAR SHAPED BOULDER THAT PROJECTS 1.5
 AI2532'METER (4.9 FT) AOVE THE BOTTOM OF THE DITCH.  IT IS 8.25 METERS (27.07
 AI2532'FT) NORTH OF THE CENTERLINE OF THE ROAD AND IS ABOUT LEVEL WITH THE
 AI2532'ROAD.  THE MARK TO MARK DISTANCE, MEASURED ELECTRONICALY FROM STATION
 AI2532'BENNETT, IS 819.704 METERS (2689.312 FT) NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1122 ***********************************************************************
 MJ1122  DESIGNATION -  BENTON
 MJ1122  PID         -  MJ1122
 MJ1122  STATE/COUNTY-  IA/CASS
 MJ1122  USGS QUAD   -  WIOTA (1971)
 MJ1122
 MJ1122                         *CURRENT SURVEY CONTROL
 MJ1122  ___________________________________________________________________
 MJ1122* NAD 83(1996)-  41 29 52.28666(N)    094 53 04.46624(W)     ADJUSTED  
 MJ1122* NAVD 88     -       425.5    (meters)    1396.     (feet)  VERTCON   
 MJ1122  ___________________________________________________________________
 MJ1122  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 MJ1122  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 MJ1122
 MJ1122  HORZ ORDER  -  SECOND
 MJ1122
 MJ1122.The horizontal coordinates were established by classical geodetic methods
 MJ1122.and adjusted by the National Geodetic Survey in May 1999..
 MJ1122
 MJ1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1122
 MJ1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1122
 MJ1122.The geoid height was determined by GEOID03.
 MJ1122
 MJ1122;                    North         East     Units Scale Factor Converg.
 MJ1122;SPC IA S     -   167,256.985   384,398.871   MT  0.99996177   -0 54 43.3
 MJ1122;UTM  15      - 4,595,740.786   342,699.538   MT  0.99990451   -1 14 56.3
 MJ1122
 MJ1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1122!SPC IA S     -   0.99993758  x   0.99996177  =   0.99989935
 MJ1122!UTM  15      -   0.99993758  x   0.99990451  =   0.99984210
 MJ1122
 MJ1122|---------------------------------------------------------------------|
 MJ1122| PID    Reference Object                     Distance      Geod. Az  |
 MJ1122|                                                           dddmmss.s |
 MJ1122| CL6872 BENTON RM 1                                        06652     |
 MJ1122| MJ1103 ADAIR WATER TANK                    APPROX.20.2 KM 0891543.8 |
 MJ1122| CL6873 BENTON RM 2                                        29255     |
 MJ1122|---------------------------------------------------------------------|
 MJ1122
 MJ1122                          SUPERSEDED SURVEY CONTROL
 MJ1122
 MJ1122  NAD 83(1986)-  41 29 52.28271(N)    094 53 04.48146(W) AD(       ) 2
 MJ1122  NAD 27      -  41 29 52.32643(N)    094 53 03.54166(W) AD(       ) 2
 MJ1122  NGVD 29 (07/19/86)  425.4    (m)         1396.     (f) VERT ANG       
 MJ1122
 MJ1122.Superseded values are not recommended for survey control.
 MJ1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1122.See file dsdata.txt to determine how the superseded data were derived.
 MJ1122
 MJ1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF4270095741(NAD 83)
 MJ1122_MARKER: DD = SURVEY DISK
 MJ1122_SETTING: 0 = UNSPECIFIED SETTING
 MJ1122
 MJ1122  HISTORY     - Date     Condition        Report By
 MJ1122  HISTORY     - 1968     MONUMENTED       USGS
 MJ1122
 MJ1122                          STATION DESCRIPTION
 MJ1122
 MJ1122'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1122'STATION IS LOCATED ABOUT 6.5 MI N. AND 7.0 MI E. OF ATLANTIC,
 MJ1122'3.5 MI S. AND 2.2 MI E. OF BRAYTON, NEAR THE CENTER OF SEC. 4,
 MJ1122'T. 77 N., R. 35 W., IN THE RIGHT-OF-WAY OF INTERSTATE HWY. 80,
 MJ1122'3.2 MI E. OF THE U.S. HWY. 71 INTERCHANGE 0.8 MI W. OF THE
 MJ1122'INTERCHANGE WITH CO. RD. K, ON TOP OF A HIGH CUTBANK, ON N. SIDE
 MJ1122'OF I-80.
 MJ1122'
 MJ1122'TO REACH FROM THE POST OFFICE AT ATLANTIC, DRIVE 2 BLOCKS S. ON
 MJ1122'WALNUT ST. TO U.S. HWY. 6, TURN LEFT AND DRIVE E. FOR 3.4 MI ON
 MJ1122'HWY. 6 TO A JCT. OF U.S. HWYS. 6 AND 71, NEAR STATE HWY. PATROL
 MJ1122'HEADQUARTERS TURN LEFT AND DRIVE N. ON U.S. HWY. 71 FOR 6.55 MI
 MJ1122'TO INTERCHANGE WITH I-80, ENTER E. BOUND LANE OF I-80 AND DRIVE
 MJ1122'E. FOR 3.2 MI TO STATION ON THE LEFT.  (NOTE--TO AVOID CROSSING
 MJ1122'I-80 ON FOOT, CONTINUE E. FOR 0.8 MI TO INTERCHANGE AND RETURN
 MJ1122'TO STATION VIA W. BOUND LANE OF I-80.)
 MJ1122'
 MJ1122'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED BENTON
 MJ1122'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED RODS DRIVEN FLUSH
 MJ1122'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MJ1122'
 MJ1122'STATION MARK IS 123 FT N. OF CENTER OF W. BOUND LANE OF I-80,
 MJ1122'118 FT NW. OF THE N. POST OF A DOUBLE POST SIGN AND 27.7 FT
 MJ1122'S. OF A T-FENCE COR. AND METAL WITNESS POST.
 MJ1122'
 MJ1122'REFERENCE MARK 1 IS 58.85 FT (17.937 M.) E.-NE. OF STATION, 51
 MJ1122'FT E. OF T-FENCE COR. AND 1 FT S. OF RIGHT-OF-WAY FENCE AND A
 MJ1122'METAL WITNESS POST.
 MJ1122'
 MJ1122'REFERENCE MARK 2 IS 62.02 FT (18.904 M.) W.-NW. OF STATION,
 MJ1122'60 FT W. OF T-FENCE COR. AND 1 FT S. OF RIGHT-OF-WAY FENCE AND
 MJ1122'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0653 ***********************************************************************
 NL0653  DESIGNATION -  BERNE
 NL0653  PID         -  NL0653
 NL0653  STATE/COUNTY-  IA/CRAWFORD
 NL0653  USGS QUAD   -  UTE (1971)
 NL0653
 NL0653                         *CURRENT SURVEY CONTROL
 NL0653  ___________________________________________________________________
 NL0653* NAD 83(1996)-  42 06 58.49120(N)    095 39 09.11104(W)     ADJUSTED  
 NL0653* NAVD 88     -       433.     (meters)    1421.     (feet)  SCALED    
 NL0653  ___________________________________________________________________
 NL0653  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 NL0653  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 NL0653
 NL0653  HORZ ORDER  -  THIRD
 NL0653
 NL0653.The horizontal coordinates were established by classical geodetic methods
 NL0653.and adjusted by the National Geodetic Survey in May 1999..
 NL0653
 NL0653.The orthometric height was scaled from a topographic map.
 NL0653
 NL0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0653
 NL0653.The geoid height was determined by GEOID03.
 NL0653
 NL0653;                    North         East     Units Scale Factor Converg.
 NL0653;SPC IA N     - 1,070,716.723 1,322,006.906   MT  0.99999137   -1 27 31.9
 NL0653;UTM  15      - 4,666,088.575   280,715.975   MT  1.00019171   -1 46 46.5
 NL0653
 NL0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0653!SPC IA N     -   0.99993648  x   0.99999137  =   0.99992785
 NL0653!UTM  15      -   0.99993648  x   1.00019171  =   1.00012818
 NL0653
 NL0653|---------------------------------------------------------------------|
 NL0653| PID    Reference Object                     Distance      Geod. Az  |
 NL0653|                                                           dddmmss.s |
 NL0653| CO2241 BERNE RM 1                           30.236 METERS 00107     |
 NL0653| NL0650 IMMANUEL EV LUTHER KIRCHE           APPROX. 4.0 KM 0541825.4 |
 NL0653| NL0616 SCHLESWIG MUNICIPAL TANK            APPROX.18.7 KM 0722431.0 |
 NL0653| NL0651 ST PAULS LUTHERAN CH STEEPLE        APPROX.10.4 KM 0862620.4 |
 NL0653| CO2242 BERNE RM 2                           23.535 METERS 11554     |
 NL0653| CO2240 BERNE AZ MK                                        2090710.8 |
 NL0653|---------------------------------------------------------------------|
 NL0653
 NL0653                          SUPERSEDED SURVEY CONTROL
 NL0653
 NL0653  NAD 83(1996)-  42 06 58.49134(N)    095 39 09.11251(W) AD(       ) 3
 NL0653  NAD 83(1986)-  42 06 58.49198(N)    095 39 09.11242(W) AD(       ) 3
 NL0653  NAD 27      -  42 06 58.53500(N)    095 39 08.09800(W) AD(       ) 3
 NL0653
 NL0653.Superseded values are not recommended for survey control.
 NL0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0653.See file dsdata.txt to determine how the superseded data were derived.
 NL0653
 NL0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG8071666089(NAD 83)
 NL0653_MARKER: DS = TRIANGULATION STATION DISK
 NL0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0653_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0653
 NL0653  HISTORY     - Date     Condition        Report By
 NL0653  HISTORY     - 1950     MONUMENTED       CGS
 NL0653  HISTORY     - 1972     SEE DESCRIPTION  NGS
 NL0653
 NL0653                          STATION DESCRIPTION
 NL0653
 NL0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0653'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF THE SMALL
 NL0653'SETTLEMENT OF BERNE, 4 MILES WEST-SOUTHWEST OF THE TOWN OF
 NL0653'RICKETTS AND ALONG THE WEST SIDE OF A GRAVELED ROAD.  IT IS
 NL0653'39 FEET WEST OF THE CENTERLINE OF THE ROAD, 37 FEET NORTH
 NL0653'OF A POWERLINE POLE WITH A TRIANGLE BLAZE, 5 FEET NORTHWEST OF
 NL0653'A WITNESS POST AND 2 FEET WEST OF THE FENCE.  THE MARK IS ABOUT
 NL0653'12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 NL0653'STAMPED BERNE 1950.
 NL0653'
 NL0653'REFERENCE MARK NO. 1 IS 38 FEET WEST OF THE CENTERLINE OF THE
 NL0653'ROAD AND 1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS 3 INCHES
 NL0653'AND THE DISK IS STAMPED BERNE NO 1 1950.
 NL0653'
 NL0653'REFERENCE MARK NO. 2 IS 32 FEET EAST OF THE CENTERLINE OF THE
 NL0653'ROAD AND 1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS 3 INCHES
 NL0653'AND THE DISK IS STAMPED BERNE NO 2 1950.
 NL0653'
 NL0653'AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 NL0653'16 FEET EAST OF A T-FENCE CORNER, 4 FEET WEST OF A WITNESS
 NL0653'POST AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES
 NL0653'AND THE DISK IS STAMPED BERNE 1950.
 NL0653'
 NL0653'TO REACH FROM RICKETTS, FROM THE T-INTERSECTION JUST WEST OF
 NL0653'THE RAILROAD STATION, GO WEST ON A GRAVELED ROAD 4.15 MILES
 NL0653'TO A CROSSROADS, TURN LEFT (SOUTH) ON GRAVELED ROAD 0.55 MILE
 NL0653'TO A POWERLINE POLE ON THE RIGHT WITH A TRIANGLE BLAZE AND THE
 NL0653'STATION AS DESCRIBED.
 NL0653'
 NL0653'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.45
 NL0653'MILE TO CROSSROADS, TURN RIGHT (WEST) 0.2 MILE TO THE TOP OF THE
 NL0653'SECOND HILL AND THE MARK ON THE LEFT OR SOUTH SIDE OF THE
 NL0653'ROAD.
 NL0653'
 NL0653'A 4 FT. SIGNAL AT UTE AND CHARTER IS V.G.
 NL0653'
 NL0653'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0653
 NL0653                          STATION RECOVERY (1972)
 NL0653
 NL0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NL0653'ALL MARKS WERE DESTROYED BY ROAD CONSTRUCTION.  THE STATION SITE
 NL0653'FALLS IN A ROAD DITCH THAT IS CUT TO DEEP TO RECOVER THE
 NL0653'UNDERGROUND STATION MARK.  THE AZIMUTH MARK SITE IN A CUT
 NL0653'BANK SLOPE.
 NL0653'
 NL0653'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 NL0653'WEST-SOUTHWEST OF RICKETTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0706 ***********************************************************************
 NL0706  DESIGNATION -  BESCH
 NL0706  PID         -  NL0706
 NL0706  STATE/COUNTY-  IA/KOSSUTH
 NL0706  USGS QUAD   -  LU VERNE (1972)
 NL0706
 NL0706                         *CURRENT SURVEY CONTROL
 NL0706  ___________________________________________________________________
 NL0706* NAD 83(1996)-  42 58 47.47687(N)    094 01 49.20778(W)     ADJUSTED  
 NL0706* NAVD 88     -       356.2    (meters)    1169.     (feet)  VERTCON   
 NL0706  ___________________________________________________________________
 NL0706  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 NL0706  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 NL0706
 NL0706  HORZ ORDER  -  SECOND
 NL0706
 NL0706.The horizontal coordinates were established by classical geodetic methods
 NL0706.and adjusted by the National Geodetic Survey in May 1999..
 NL0706
 NL0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0706
 NL0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0706
 NL0706.The geoid height was determined by GEOID03.
 NL0706
 NL0706;                    North         East     Units Scale Factor Converg.
 NL0706;SPC IA N     - 1,164,514.999 1,456,743.812   MT  0.99996018   -0 21 34.0
 NL0706;UTM  15      - 4,759,092.682   415,991.294   MT  0.99968682   -0 42 08.9
 NL0706
 NL0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0706!SPC IA N     -   0.99994874  x   0.99996018  =   0.99990892
 NL0706!UTM  15      -   0.99994874  x   0.99968682  =   0.99963558
 NL0706
 NL0706|---------------------------------------------------------------------|
 NL0706| PID    Reference Object                     Distance      Geod. Az  |
 NL0706|                                                           dddmmss.s |
 NL0706| CI5110 BESCH RM 1                            9.562 METERS 00916     |
 NL0706| NL0707 BESCH RM 2                            9.463 METERS 26004     |
 NL0706| NL0711 BESCH 2 RM 4                        APPROX. 0.8 KM 2670221.1 |
 NL0706| NL0709 BESCH AZ MK                         APPROX. 0.8 KM 2674314.3 |
 NL0706| NL0708 BESCH 2 RESET                        15.795 METERS 31000     |
 NL0706| OP1001 LU VERNE IOWA BEEF PROCES MAST      APPROX. 8.9 KM 3273247.4 |
 NL0706|---------------------------------------------------------------------|
 NL0706
 NL0706                          SUPERSEDED SURVEY CONTROL
 NL0706
 NL0706  NAD 83(1996)-  42 58 47.47677(N)    094 01 49.20768(W) AD(       ) 2
 NL0706  NAD 83(1986)-  42 58 47.46909(N)    094 01 49.19714(W) AD(       ) 2
 NL0706  NAD 27      -  42 58 47.58602(N)    094 01 48.35447(W) AD(       ) 2
 NL0706  NGVD 29 (07/19/86)  356.1    (m)         1168.     (f) VERT ANG       
 NL0706
 NL0706.Superseded values are not recommended for survey control.
 NL0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0706.See file dsdata.txt to determine how the superseded data were derived.
 NL0706
 NL0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH1599159093(NAD 83)
 NL0706_MARKER: DS = TRIANGULATION STATION DISK
 NL0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0706_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0706
 NL0706  HISTORY     - Date     Condition        Report By
 NL0706  HISTORY     - 1971     MONUMENTED       NGS
 NL0706  HISTORY     - 1972     GOOD             NGS
 NL0706
 NL0706                          STATION DESCRIPTION
 NL0706
 NL0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0706'THE STATION IS LOCATED 8 MILES SOUTHEAST OF SEXTON, 8 MILES
 NL0706'SOUTH-SOUTHWEST OF WESLEY, 5 MILES NORTHEAST OF LU VERNE,
 NL0706'ON PROPERTY OWNED BY MATT BESCH, IN A FIELD CORNER IN SECTION
 NL0706'4, T 94 N, R 27 W.
 NL0706'
 NL0706'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 NL0706'COUNTY ROUTE P 60 IN SEXTON, GO SOUTH ON ROUTE P 60 FOR 7.0
 NL0706'MILES TO ITS JUNCTION WITH COUNTY ROUTE B 58.  TURN LEFT AND GO
 NL0706'EAST ON THE DIRT ROAD FOR 2.0 MILES TO A ROAD RIGHT.  CONTINUE
 NL0706'EAST ON ROUTE B 58 FOR 0.5 MILE TO A DIM FARM ROAD LEFT, AND
 NL0706'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE DIRT
 NL0706'ROAD FOR 0.5 MILE TO A CROSSROAD AND THE STATION ON THE LEFT.
 NL0706'
 NL0706'THE STATION MARKS ARE STANDARD DISKS STAMPED BESCH 1971.  THE
 NL0706'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NL0706'MONUMENT WHICH IS 14 INCHES BELOW THE SURFACE.  IT IS 51 FEET
 NL0706'WEST OF THE CENTER OF COUNTY ROUTE P 66, 34 FEET NORTH OF THE
 NL0706'CENTER OF A DIRT ROAD, AND 6.0 FEET WEST-NORTHWEST OF POWER POLE
 NL0706'409-24.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 NL0706'MASS OF CONCRETE 42 INCHES BELOW GROUND.
 NL0706'
 NL0706'REFERENCE MARK 1, A STANDARD DISK STAMPED BESCH NO 1 1971, IS
 NL0706'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 NL0706'IS FLUSH WITH THE GROUND.  IT IS 63 FEET NORTH OF THE CENTER
 NL0706'OF THE DIRT ROAD, 46 FEET WEST OF THE CENTER OF ROUTE P 66, AND
 NL0706'33.9 FEET NORTH OF THE POWER POLE.
 NL0706'
 NL0706'REFERENCE MARK 2, A STANDARD DISK STAMPED BESCH NO 2 1971, IS
 NL0706'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 NL0706'IS 1 INCH BELOW THE SURFACE.  IT IS 81 FEET WEST OF THE CENTER
 NL0706'OF ROUTE P 66, 28 FEET NORTH OF THE CENTER OF THE DIRT ROAD, AND
 NL0706'37.0 FEET WEST OF THE POWER POLE.
 NL0706'
 NL0706'THE AZIMUTH MARK, A STANDARD DISK STAMPED BESCH 1971, IS SET
 NL0706'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 NL0706'FLUSH WITH THE GROUND.  IT IS 130 FEET SOUTHEAST OF THE SOUTHEAST
 NL0706'CORNER OF A LARGE CORN CRIB, 32 FEET SOUTH OF THE CENTER OF THE
 NL0706'DIRT ROAD, 13.8 FEET EAST OF A T-JUNCTION FENCE CORNER POST,
 NL0706'5.1 FEET WEST OF A METAL WITNESS POST, 1.0 FOOT NORTH OF A
 NL0706'WIRE FENCE, AND ABOUT 2 FEET LOWER THAN THE ROAD.
 NL0706'
 NL0706'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 NL0706
 NL0706                          STATION RECOVERY (1972)
 NL0706
 NL0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NL0706'ALL THE MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 NL0706'DUE TO ROAD CONSTRUCTION THE STATION MARK, REFERENCE MARK 2
 NL0706'AND THE AZIMUTH MARK HAD TO BE MOVED.  THE DISTANCES AND
 NL0706'DIRECTIONS TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE
 NL0706'PREVIOUS DATA.  STATION BESCH 2, REFERENCE MARKS 3 AND 4 WERE
 NL0706'ESTABLISHED.
 NL0706'
 NL0706'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 NL0706'NORTHEAST OF LU VERNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0708 ***********************************************************************
 NL0708  DESIGNATION -  BESCH 2 RESET
 NL0708  PID         -  NL0708
 NL0708  STATE/COUNTY-  IA/KOSSUTH
 NL0708  USGS QUAD   -  LU VERNE (1972)
 NL0708
 NL0708                         *CURRENT SURVEY CONTROL
 NL0708  ___________________________________________________________________
 NL0708* NAD 83(1996)-  42 58 47.80582(N)    094 01 49.74184(W)     ADJUSTED  
 NL0708* NAVD 88     -       356.     (meters)    1168.     (feet)  VERTCON   
 NL0708  ___________________________________________________________________
 NL0708  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 NL0708  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 NL0708
 NL0708  HORZ ORDER  -  SECOND
 NL0708
 NL0708.The horizontal coordinates were established by classical geodetic methods
 NL0708.and adjusted by the National Geodetic Survey in May 1999..
 NL0708
 NL0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0708
 NL0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0708
 NL0708.The geoid height was determined by GEOID03.
 NL0708
 NL0708;                    North         East     Units Scale Factor Converg.
 NL0708;SPC IA N     - 1,164,525.226 1,456,731.775   MT  0.99996019   -0 21 34.3
 NL0708;UTM  15      - 4,759,102.977   415,979.322   MT  0.99968684   -0 42 09.2
 NL0708
 NL0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0708!SPC IA N     -   0.99994876  x   0.99996019  =   0.99990895
 NL0708!UTM  15      -   0.99994876  x   0.99968684  =   0.99963561
 NL0708
 NL0708|---------------------------------------------------------------------|
 NL0708| PID    Reference Object                     Distance      Geod. Az  |
 NL0708|                                                           dddmmss.s |
 NL0708| CI5111 BESCH 2 RM 3                         21.514 METERS 03850     |
 NL0708| CI5110 BESCH RM 1                           13.656 METERS 09301     |
 NL0708| NL0706 BESCH                                15.795 METERS 13000     |
 NL0708| NL0707 BESCH RM 2                           12.108 METERS 16644     |
 NL0708| NL0711 BESCH 2 RM 4                        APPROX. 0.8 KM 2661502.8 |
 NL0708| NL0709 BESCH AZ MK                         APPROX. 0.8 KM 2665619.6 |
 NL0708|---------------------------------------------------------------------|
 NL0708
 NL0708                          SUPERSEDED SURVEY CONTROL
 NL0708
 NL0708  NAD 83(1996)-  42 58 47.80572(N)    094 01 49.74174(W) AD(       ) 2
 NL0708  NAD 83(1986)-  42 58 47.79804(N)    094 01 49.73120(W) AD(       ) 2
 NL0708  NAD 27      -  42 58 47.91508(N)    094 01 48.88841(W) AD(       ) 2
 NL0708  NGVD 29 (07/19/86)  356.     (m)         1168.     (f) VERT ANG       
 NL0708
 NL0708.Superseded values are not recommended for survey control.
 NL0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0708.See file dsdata.txt to determine how the superseded data were derived.
 NL0708
 NL0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH1597959103(NAD 83)
 NL0708_MARKER: DS = TRIANGULATION STATION DISK
 NL0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0708_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0708_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0708
 NL0708  HISTORY     - Date     Condition        Report By
 NL0708  HISTORY     - 1972     MONUMENTED       NGS
 NL0708  HISTORY     - 1978     GOOD             NGS
 NL0708
 NL0708                          STATION DESCRIPTION
 NL0708
 NL0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NL0708'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF SEXTON,
 NL0708'8 MILES SOUTH-SOUTHWEST OF WESLEY, 5 MILES NORTHEAST OF LU VERNE,
 NL0708'IN SECTION 4, 94 N, R 27 W AND ON THE NORTH RIGHT-OF-WAY OF
 NL0708'COUNTY ROUTE B 58.
 NL0708'
 NL0708'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 NL0708'COUNTY ROUTE P 60 IN SEXTON, GO SOUTH ON ROUTE P 60 FOR 7.0
 NL0708'MILES TO ITS JUNCTION WITH COUNTY ROUTE B 58.  TURN LEFT AND
 NL0708'GO EAST ON ROUTE B 58 FOR 2.0 MILES TO A ROAD ON THE RIGHT.
 NL0708'CONTINUE EAST ON ROUTE B 58 FOR 0.5 MILE TO A DIM FARM ROAD LEFT
 NL0708'AND THE REFERENCE MARK 4 ON THE RIGHT.  CONTINUE EAST ON ROUTE
 NL0708'B 58 FOR 0.5 MILE TO A CROSSROAD AND THE STATION ON THE LEFT.
 NL0708'
 NL0708'THE STATION MARKS ARE STANDARD DISKS STAMPED BESCH 2 1972.
 NL0708'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NL0708'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 NL0708'IT IS 65 FEET NORTH OF THE CENTER OF ROUTE B 58, 58 FEET
 NL0708'NORTHWEST OF A POWER POLE AND 90 FEET WEST OF COUNTY ROUTE P 66.
 NL0708'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 NL0708'40 INCHES BELOW THE GROUND SURFACE.
 NL0708'
 NL0708'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BESCH NO 1 1971,
 NL0708'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 NL0708'IS FLUSH WITH THE GROUND SURFACE.  IT IS 62 FEET NORTH OF THE
 NL0708'CENTER OF ROUTE B 58, 45 FEET WEST OF THE CENTER OF ROUTE P 66,
 NL0708'33 FEET NORTH OF THE POWER POLE, 1 FOOT NORTH OF A METAL
 NL0708'WITNESS POST AND 1 FOOT WEST OF A FENCE.
 NL0708'
 NL0708'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BESCH 2 NO 3 1972,
 NL0708'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 NL0708'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 45 FEET WEST
 NL0708'OF THE CENTER OF ROUTE P 66 AND 119.5 FEET NORTH OF ROUTE B 58.
 NL0708'
 NL0708'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BESCH 2 NO 4 1972,
 NL0708'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 NL0708'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 65 FEET
 NL0708'SOUTH OF THE CENTER OF ROUTE B 58, 4.5 FEET EAST OF A NORTH-SOUTH
 NL0708'FENCE AND 2.5 FEET EAST OF A METAL WITNESS POST.
 NL0708
 NL0708                          STATION RECOVERY (1978)
 NL0708
 NL0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NL0708'STATION UNDERGROUND MARK, REFERENCE MARKS 1, 3 AND 4 WERE RECOVERED IN
 NL0708'GOOD CONDITION.  THE SURFACE STATION MARK HAD BEEN DISLODGED BY FARM
 NL0708'OPERATIONS.  A NEW SURFACE MARK WAS ESTABLISHED HOLDING THE EXACT
 NL0708'POSITION OF THE UNDERGROUND MARK AFTER THAT MARKS POSITION WAS
 NL0708'CHECKED FROM THE REFERENCE MARKS.  THE NEW SURFACE MARK WAS LEFT 14
 NL0708'INCHES BELOW THE GROUND SURFACE TO ALLOW FOR FARMING OPERATIONS.  THE
 NL0708'DISTANCE TO REFERENCE MARK 1 WAS 0.002 METER LONGER AND THE DISTANCE
 NL0708'TO REFERENCE MARK 3 WAS ALSO 0.002 METER LONGER WHILE THE DISTANCE
 NL0708'BETWEEN THE MARKS WAS ALSO 0.002 METER LONGER THAN 1972 DATA.  THE
 NL0708'DIRECTION FROM REFERENCE MARK 4 TO REFERENCE MARK 1 WAS 26 SECONDS
 NL0708'LARGER AND TO REFERENCE MARK 3 WAS 12 SECONDS LARGER THAN 1972 DATA.
 NL0708'
 NL0708'THE 1972 DESCRIPTION WAS ENTIRELY ADEQUATE, HOWEVER SINCE THE STATION
 NL0708'MARKS ARE BOTH UNDERGROUND NOW ADDITIONAL REFERENCE MEASUREMENTS WERE
 NL0708'TAKEN TO THESE MARKS.  THE REFERENCE MARKS REMAIN AS PREVIOUSLY
 NL0708'DESCRIBED.
 NL0708'
 NL0708'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---BESCH 2 1972
 NL0708'1978---SET IN THE TOP OF A 16-INCH CONCRETE POST THAT IS 14 INCHES
 NL0708'BELOW THE GROUND SURFACE.  IT IS 90.5 FEET WEST OF THE CENTERLINE OF
 NL0708'THE PAVED ROAD, 67.5 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 NL0708'ROAD, 13.5 FEET NORTHEAST OF A POWERLINE POLE WITH A GUYWIRE ATTACHED
 NL0708'AND 2.5 FEET NORTH OF A WITNESS POST IN AN EAST/WEST FENCELINE.  THE
 NL0708'UNDERGROUND MARK IS A STANDARD DISK, STAMPED---BESCH 2 1972---SET IN
 NL0708'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0707 ***********************************************************************
 NL0707  DESIGNATION -  BESCH RM 2
 NL0707  PID         -  NL0707
 NL0707  STATE/COUNTY-  IA/KOSSUTH
 NL0707  USGS QUAD   -  LU VERNE (1972)
 NL0707
 NL0707                         *CURRENT SURVEY CONTROL
 NL0707  ___________________________________________________________________
 NL0707* NAD 83(1996)-  42 58 47.42394(N)    094 01 49.61915(W)     ADJUSTED  
 NL0707* NAVD 88     -       356.3    (meters)    1169.     (feet)  VERTCON   
 NL0707  ___________________________________________________________________
 NL0707  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 NL0707  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 NL0707
 NL0707  HORZ ORDER  -  SECOND
 NL0707
 NL0707.The horizontal coordinates were established by classical geodetic methods
 NL0707.and adjusted by the National Geodetic Survey in May 1999..
 NL0707
 NL0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0707
 NL0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0707
 NL0707.The geoid height was determined by GEOID03.
 NL0707
 NL0707;                    North         East     Units Scale Factor Converg.
 NL0707;SPC IA N     - 1,164,513.425 1,456,734.481   MT  0.99996018   -0 21 34.2
 NL0707;UTM  15      - 4,759,091.163   415,981.957   MT  0.99968684   -0 42 09.1
 NL0707
 NL0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0707!SPC IA N     -   0.99994872  x   0.99996018  =   0.99990891
 NL0707!UTM  15      -   0.99994872  x   0.99968684  =   0.99963558
 NL0707
 NL0707|---------------------------------------------------------------------|
 NL0707| PID    Reference Object                     Distance      Geod. Az  |
 NL0707|                                                           dddmmss.s |
 NL0707| NL0706 BESCH                                 9.463 METERS 08004     |
 NL0707| NL0709 BESCH AZ MK                         APPROX. 0.8 KM 2674847.2 |
 NL0707| OP1002 IRVINGTON                           APPROX. 9.1 KM 3150119.1 |
 NL0707| NL0708 BESCH 2 RESET                        12.108 METERS 34644     |
 NL0707|---------------------------------------------------------------------|
 NL0707
 NL0707                          SUPERSEDED SURVEY CONTROL
 NL0707
 NL0707  NAD 83(1996)-  42 58 47.42384(N)    094 01 49.61905(W) AD(       ) 2
 NL0707  NAD 83(1986)-  42 58 47.41615(N)    094 01 49.60851(W) AD(       ) 2
 NL0707  NAD 27      -  42 58 47.53314(N)    094 01 48.76581(W) AD(       ) 2
 NL0707  NGVD 29 (07/19/86)  356.2    (m)         1169.     (f) VERT ANG       
 NL0707
 NL0707.Superseded values are not recommended for survey control.
 NL0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0707.See file dsdata.txt to determine how the superseded data were derived.
 NL0707
 NL0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH1598259091(NAD 83)
 NL0707_MARKER: DR = REFERENCE MARK DISK
 NL0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0707+STABILITY: SURFACE MOTION
 NL0707
 NL0707  HISTORY     - Date     Condition        Report By
 NL0707  HISTORY     - 1971     MONUMENTED       NGS
 NL0707
 NL0707                          STATION DESCRIPTION
 NL0707
 NL0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0707'THE STATION IS LOCATED 8 MILES SOUTHEAST OF SEXTON, 8 MILES
 NL0707'SOUTH-SOUTHWEST OF WESLEY, 5 MILES NORTHEAST OF LU VERNE, ON
 NL0707'PROPERTY OWNED BY MATT BESCH, IN A FIELD CORNER IN SECTION 4,
 NL0707'T 94 N, R 27 W.
 NL0707'
 NL0707'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 NL0707'COUNTY ROUTE P 60 IN SEXTON, GO SOUTH ON ROUTE P 60 FOR 7.0
 NL0707'MILES TO ITS JUNCTION WITH COUNTY ROUTE B 58.  TURN LEFT AND
 NL0707'GO EAST ON THE DIRT ROAD FOR 2.0 MILES TO A ROAD RIGHT.  CONTINUE
 NL0707'EAST ON ROUTE B 58 FOR 1.0 MILE TO A CROSSROAD AND THE STATION
 NL0707'ON THE LEFT.
 NL0707'
 NL0707'STATION MARK, A STANDARD REFERENCE DISK STAMPED BESCH NO 2 1971,
 NL0707'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NL0707'WHICH IS 1 INCH BELOW GROUND.  IT IS 81 FEET WEST OF THE CENTER
 NL0707'OF COUNTY ROUTE P 66, 28 FEET NORTH OF THE CENTER OF ROUTE
 NL0707'B 58, AND 37.0 FEET WEST OF POWER POLE 409-24.
 NL0707'
 NL0707'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0663 ***********************************************************************
 NK0663  CBN         -  This is a Cooperative Base Network Control Station.
 NK0663  DESIGNATION -  BEST
 NK0663  PID         -  NK0663
 NK0663  STATE/COUNTY-  IA/BUTLER
 NK0663  USGS QUAD   -  ALLISON (1972)
 NK0663
 NK0663                         *CURRENT SURVEY CONTROL
 NK0663  ___________________________________________________________________
 NK0663* NAD 83(1996)-  42 48 54.93511(N)    092 46 17.56154(W)     ADJUSTED  
 NK0663* NAVD 88     -       321.2    (meters)    1054.     (feet)  GPS OBS   
 NK0663  ___________________________________________________________________
 NK0663  X           -    -226,592.220 (meters)                     COMP
 NK0663  Y           -  -4,680,656.725 (meters)                     COMP
 NK0663  Z           -   4,312,666.556 (meters)                     COMP
 NK0663  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 NK0663  ELLIP HEIGHT-         289.69  (meters)          (06/15/04) GPS OBS
 NK0663  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 NK0663
 NK0663  HORZ ORDER  -  B
 NK0663  ELLP ORDER  -  FOURTH    CLASS I
 NK0663
 NK0663.The horizontal coordinates were established by GPS observations
 NK0663.and adjusted by the National Geodetic Survey in August 1997..
 NK0663
 NK0663.The orthometric height was determined by GPS observations and a
 NK0663.high-resolution geoid model.
 NK0663
 NK0663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0663
 NK0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0663
 NK0663.The ellipsoidal height was determined by GPS observations
 NK0663.and is referenced to NAD 83.
 NK0663
 NK0663.The geoid height was determined by GEOID03.
 NK0663
 NK0663;                    North         East     Units Scale Factor Converg.
 NK0663;SPC IA N     - 1,146,351.858 1,559,572.786   MT  0.99994868   +0 29 37.3
 NK0663;UTM  15      - 4,740,325.344   518,676.695   MT  0.99960429   +0 09 19.0
 NK0663
 NK0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0663!SPC IA N     -   0.99995457  x   0.99994868  =   0.99990325
 NK0663!UTM  15      -   0.99995457  x   0.99960429  =   0.99955888
 NK0663
 NK0663:                Primary Azimuth Mark                     Grid Az
 NK0663:SPC IA N     -  PACKARD HYGRADE PACKING MAST             022 34 01.6
 NK0663:UTM  15      -  PACKARD HYGRADE PACKING MAST             022 54 19.9
 NK0663
 NK0663|---------------------------------------------------------------------|
 NK0663| PID    Reference Object                     Distance      Geod. Az  |
 NK0663|                                                           dddmmss.s |
 NK0663| NK0667 PACKARD HYGRADE PACKING MAST        APPROX. 1.9 KM 0230338.9 |
 NK0663| NK0627 CLARKSVILLE CITY WATER TANK         APPROX. 9.1 KM 1120544.7 |
 NK0663| NK0664 ALLISON COURTHOUSE SMALL DOME       APPROX. 6.8 KM 1962733.0 |
 NK0663| NK0662 ALLISON MUNICIPAL TANK              APPROX. 6.8 KM 1970538.5 |
 NK0663| CI5113 BEST RM 1                            30.175 METERS 22006     |
 NK0663| NK0669 BRISTOW MUNICIPAL TANK              APPROX.12.0 KM 2474213.8 |
 NK0663| CI5114 BEST RM 2                            23.172 METERS 30042     |
 NK0663| NK0658 MARBLE ROCK MUN TANK                APPROX.18.3 KM 3353212.4 |
 NK0663| NK0657 GREENE WATER TANK                   APPROX. 9.5 KM 3460441.6 |
 NK0663| CI5112 BEST RM 3 AZIMUTH                                  3593813.4 |
 NK0663|---------------------------------------------------------------------|
 NK0663
 NK0663                          SUPERSEDED SURVEY CONTROL
 NK0663
 NK0663  ELLIP H (08/25/97)  289.73   (m)                       GP(       ) 4 1
 NK0663  NAD 83(1986)-  42 48 54.92962(N)    092 46 17.55548(W) AD(       ) 1
 NK0663  NAD 27      -  42 48 55.01300(N)    092 46 16.85100(W) AD(       ) 1
 NK0663  NGVD 29 (07/19/86)  321.3    (m)         1054.     (f) VERT ANG       
 NK0663
 NK0663.Superseded values are not recommended for survey control.
 NK0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0663.See file dsdata.txt to determine how the superseded data were derived.
 NK0663
 NK0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1867740325(NAD 83)
 NK0663_MARKER: DS = TRIANGULATION STATION DISK
 NK0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0663_STAMPING: BEST 1938
 NK0663_MARK LOGO: CGS   
 NK0663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NK0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0663+STABILITY: SURFACE MOTION
 NK0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0663+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 NK0663
 NK0663  HISTORY     - Date     Condition        Report By
 NK0663  HISTORY     - 1938     MONUMENTED       CGS
 NK0663  HISTORY     - 1971     GOOD             NGS
 NK0663  HISTORY     - 19961210 GOOD             NGS
 NK0663  HISTORY     - 20040327 GOOD             JCLS
 NK0663
 NK0663                          STATION DESCRIPTION
 NK0663
 NK0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0663'ABOUT 4-1/4 MILES N BY E OF ALLISON AND ABOUT 6 MILES S BY
 NK0663'E OF GREENE, IN THE NW 1/4 SEC. 5, T 92 N, R 16 W, ON LAND
 NK0663'OWNED BY MRS. JOHN BEST OF WATERLOO, ABOUT 0.2 MILE S OF THE
 NK0663'SECTION CORNER WHERE THE ROAD GOING N ENDS, ON A SMALL RIDGE
 NK0663'RUNNING E AND W, ON E SIDE OF THE ROAD, IN THE FENCE LINE,
 NK0663'33 FEET E OF CENTER OF THE ROAD, 104.6 FEET NE BY N OF A LONE
 NK0663'PLUM TREE.  REACHED FROM ALLISON BY GOING N ON IOWA ROUTE 14,
 NK0663'PAVED, FROM THE POST OFFICE, 5.2 MILES TO CROSS ROAD, THENCE
 NK0663'RIGHT E, ON DIRT ROAD FOR 1.95 MILES TO CROSS ROAD (T-ROAD),
 NK0663'THENCE RIGHT, S FOR 0.2 MILE TO THE STATION ON LEFT SIDE OF
 NK0663'THE ROAD.
 NK0663'
 NK0663'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0663'BRONZE DISKS SET IN CONCRETE.
 NK0663'
 NK0663'AZIMUTH MARK IS 0.2 MILE N OF STATION ON N SIDE OF THE E AND
 NK0663'W ROAD, IN LINE WITH THE FENCE ON E SIDE OF ROAD THAT RUNS
 NK0663'S PAST STATION, 36 FEET N OF CENTER OF THE E AND W ROAD,
 NK0663'STAMPED BEST NO. 3 1938, FLUSH WITH THE SURFACE.
 NK0663'
 NK0663'REFERENCE MARK NO. 1 IS FLUSH WITH THE SURFACE AND STAMPED
 NK0663'BEST NO. 1 1938, SW OF THE STATION, 1 FOOT E OF THE FENCE
 NK0663'ON W SIDE OF THE ROAD, 20.6 FEET NW OF THE LONE PLUM TREE.
 NK0663'REFERENCE MARK NO. 2 IS FLUSH WITH THE SURFACE AND STAMPED
 NK0663'BEST NO. 2 1938, NW OF THE STATION, 1 FOOT E OF THE FENCE
 NK0663'ON W SIDE OF THE ROAD.
 NK0663'
 NK0663'A 90-FOOT TOWER WAS NEEDED.
 NK0663'
 NK0663'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NK0663
 NK0663                          STATION RECOVERY (1971)
 NK0663
 NK0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NK0663'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 NK0663'RECOVERED IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARK
 NK0663'1 CHECKED THE 1938 DATA BUT THE NEW DISTANCE WAS 0.1 FOOT
 NK0663'SHORTER.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED.
 NK0663'THE AZIMUTH MARK WAS BLOCKED BY A POWER LINE POLE SO THE
 NK0663'DIRECTION COULD NOT BE CHECKED AT THIS TIME.  A NEW DESCRIPTION
 NK0663'FOLLOWS.
 NK0663'
 NK0663'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF CLARKSVILLE,
 NK0663'6 MILES SOUTH-SOUTHEAST OF GREENE AND 4.5 MILES NORTH-NORTHEAST
 NK0663'OF ALLISON IN THE NORTHWEST 1/4 OF SECTION 5 T. 92 N., R.
 NK0663'16 W. ON ROAD RIGHT OF WAY.
 NK0663'
 NK0663'TO REACH THE STATION FROM THE POST OFFICE IN GREENE, GO
 NK0663'NORTHWEST ON FIRST STREET FOR ONE BLOCK TO EAST TRAER STREET.
 NK0663'TURN LEFT ON EAST TRAER STREET IMMEDIATELY CROSSING A RIVER
 NK0663'BRIDGE AND GO SOUTHWEST AND WEST FOR 0.75 MILE TO THE JUNCTION OF
 NK0663'STATE HIGHWAY 14.  TURN LEFT AND GO SOUTH ON HIGHWAY 14 FOR
 NK0663'5.1 MILES TO A CROSSROAD AND A PHILLIPS 66 SERVICE STATION IN
 NK0663'THE SOUTHWEST ANGLE OF THE INTERSECTION.  TURN LEFT AND GO EAST
 NK0663'ON A GRAVELED ROAD FOR 2 MILES TO A SIDE ROAD RIGHT AND THE
 NK0663'AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND GO SOUTH ON A
 NK0663'GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 NK0663'
 NK0663'STATION MARKS ARE STANDARD DISKS STAMPED BEST 1938.  THE
 NK0663'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 NK0663'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 NK0663'IT IS 90 FEET SOUTH OF A POWER LINE POLE, 31 FEET EAST OF
 NK0663'THE CENTER OF THE GRAVELED ROAD AND 2 FEET WEST OF A METAL
 NK0663'WITNESS POST AND WIRE FENCE.  ACCORDING TO THE 1938 DATA THERE
 NK0663'IS AN UNDERGROUND DISK.
 NK0663'
 NK0663'REFERENCE MARK 1, A STANDARD DISK STAMPED BEST NO 1 1938, IS
 NK0663'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 NK0663'FLUSH WITH THE GROUND SURFACE.  IT IS 100 FEET SOUTHWEST OF THE
 NK0663'WITNESS POST, 34 FEET WEST OF THE CENTER OF THE ROAD AND 1
 NK0663'FOOT EAST OF A WIRE FENCE.
 NK0663'
 NK0663'REFERENCE MARK 2, A STANDARD DISK STAMPED BEST NO 2 1938, IS
 NK0663'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 NK0663'2 INCHES UNDER THE GROUND SURFACE.  IT IS 34 FEET WEST OF THE
 NK0663'CENTER OF THE ROAD 2.5 FEET NORTH OF A BRACED FENCE POST AND 1
 NK0663'FOOT EAST OF A WIRE FENCE.
 NK0663'
 NK0663'THE AZIMUTH MARK, A STANDARD DISK STAMPED BEST NO 3 1938, IS
 NK0663'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NK0663'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 60 FEET
 NK0663'NORTHEAST OF THE CENTER OF THE ROAD INTERSECTION, 35 FEET
 NK0663'EAST OF THE EAST EDGE OF A LARGE PILE OF ROCKS, 34 FEET NORTH
 NK0663'OF THE CENTER OF THE ROAD AND 15.5 FEET WEST OF A 24-INCH
 NK0663'TREE.
 NK0663'
 NK0663'R.M. 1 TO R.M. 2 = 114.60 FEET (34.930 METERS).
 NK0663'
 NK0663'HEIGHT OF LIGHT ABOVE STATION MARK 3.9 FEET.
 NK0663'
 NK0663'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES NNE
 NK0663'OF ALLISON.
 NK0663
 NK0663                          STATION RECOVERY (1996)
 NK0663
 NK0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 NK0663'THE STATION IS ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF GREENE, 5.0 MI
 NK0663'(8.0 KM) NORTHWEST OF CLARKSVILLE, AND 4.5 MI (7.2 KM) NORTH-NORTHEAST
 NK0663'OF ALLISON.  OWNERSHIP--BUTLER COUNTY DEPARTMENT OF TRANSPORTATION.
 NK0663'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND STATE
 NK0663'HIGHWAY 14 NORTH, ABOUT 1.0 MI (1.6 KM) SOUTHWEST OF ALLISON, GO 5.2
 NK0663'MI (8.4 KM) NORTH ON STATE HIGHWAY 14 TO 160TH STREET (GRAVEL) AND
 NK0663'TURN RIGHT, EAST.  GO 1.9 MI (3.1 KM) EAST TO A T-JUNCTION WITH NEWELL
 NK0663'AVENUE (GRAVEL) TO THE RIGHT, SOUTH.  TURN SOUTH ON NEWELL AVE FOR 0.2
 NK0663'MI (0.3 KM) TO THE STATION ON THE LEFT. THE STATION IS 208.0 FT (63.4
 NK0663'M) NORTH OF A POWER POLE, 90.0 FT (27.4 M) SOUTH OF A POWER POLE, 32.5
 NK0663'FT (9.9 M) FROM THE APPROXIMATE CENTER OF NEWELL AVE, AND 2.0 FT (0.6
 NK0663'M) WEST OF 2 METAL WITNESS POSTS AND THE ROW FENCE.
 NK0663
 NK0663                          STATION RECOVERY (2004)
 NK0663
 NK0663'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NK0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0849 ***********************************************************************
 NJ0849  DESIGNATION -  BETHEL
 NJ0849  PID         -  NJ0849
 NJ0849  STATE/COUNTY-  IA/FAYETTE
 NJ0849  USGS QUAD   -  HAWKEYE (1981)
 NJ0849
 NJ0849                         *CURRENT SURVEY CONTROL
 NJ0849  ___________________________________________________________________
 NJ0849* NAD 83(1996)-  42 57 39.43241(N)    091 58 59.67086(W)     ADJUSTED  
 NJ0849* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 NJ0849  ___________________________________________________________________
 NJ0849  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 NJ0849  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 NJ0849
 NJ0849  HORZ ORDER  -  THIRD
 NJ0849
 NJ0849.The horizontal coordinates were established by classical geodetic methods
 NJ0849.and adjusted by the National Geodetic Survey in May 1999..
 NJ0849
 NJ0849.The orthometric height was scaled from a topographic map.
 NJ0849
 NJ0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0849
 NJ0849.The geoid height was determined by GEOID03.
 NJ0849
 NJ0849;                    North         East     Units Scale Factor Converg.
 NJ0849;SPC IA N     - 1,163,389.739 1,623,744.427   MT  0.99995844   +1 01 40.7
 NJ0849;UTM  15      - 4,756,980.234   582,927.052   MT  0.99968460   +0 41 34.7
 NJ0849
 NJ0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0849!SPC IA N     -   0.99995101  x   0.99995844  =   0.99990945
 NJ0849!UTM  15      -   0.99995101  x   0.99968460  =   0.99963563
 NJ0849
 NJ0849|---------------------------------------------------------------------|
 NJ0849| PID    Reference Object                     Distance      Geod. Az  |
 NJ0849|                                                           dddmmss.s |
 NJ0849| CI5116 BETHEL RM 1                           8.754 METERS 00040     |
 NJ0849| CI5115 BETHEL AZ MK                                       0014921.1 |
 NJ0849| NJ0847 HAWKEYE MUNICIPAL TANK              APPROX. 3.6 KM 1343109.9 |
 NJ0849| CI5117 BETHEL RM 2                           9.647 METERS 18040     |
 NJ0849|---------------------------------------------------------------------|
 NJ0849
 NJ0849                          SUPERSEDED SURVEY CONTROL
 NJ0849
 NJ0849  NAD 83(1996)-  42 57 39.43222(N)    091 58 59.67065(W) AD(       ) 3
 NJ0849  NAD 83(1986)-  42 57 39.42391(N)    091 58 59.67014(W) AD(       ) 3
 NJ0849  NAD 27      -  42 57 39.50170(N)    091 58 59.05190(W) AD(       ) 3
 NJ0849
 NJ0849.Superseded values are not recommended for survey control.
 NJ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0849.See file dsdata.txt to determine how the superseded data were derived.
 NJ0849
 NJ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8292756980(NAD 83)
 NJ0849_MARKER: DS = TRIANGULATION STATION DISK
 NJ0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0849
 NJ0849  HISTORY     - Date     Condition        Report By
 NJ0849  HISTORY     - 1961     MONUMENTED       CGS
 NJ0849
 NJ0849                          STATION DESCRIPTION
 NJ0849
 NJ0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0849'THE STATION IS ABOUT 10 MILES NORTHEAST OF SUMNER, 3 MILES
 NJ0849'NORTHWEST OF HAWKEYE, IN THE NE 1/4 OF SEC. 14, T-94-N, R-10-W,
 NJ0849'AND ON ROAD RIGHT-OF-WAY.  IT IS 66 FEET SOUTH OF A FENCE
 NJ0849'CORNER, 56 FEET SOUTH OF THE CENTERLINE OF FIELD ENTRANCE,
 NJ0849'35 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 4 FEET
 NJ0849'SOUTHEAST OF A WITNESS POST AND 2 FEET EAST OF A FENCE.  THE
 NJ0849'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BETHEL
 NJ0849'1961.
 NJ0849'
 NJ0849'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18
 NJ0849'AND STATE HIGHWAY 102 ABOUT 1-1/2 MILES NORTH OF HAWKEYE, GO
 NJ0849'WEST ON HIGHWAY 18 FOR 1.5 MILES TO A GRAVELED CROSSROAD.
 NJ0849'TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.3 MILE TO
 NJ0849'THE STATION ON THE RIGHT.
 NJ0849'
 NJ0849'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 NJ0849'GRAVELED ROAD FOR 0.3 MILE TO HIGHWAY 18.  CROSS HIGHWAY 18
 NJ0849'AND CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.1 MILE TO THE
 NJ0849'AZIMUTH MARK ON THE RIGHT.
 NJ0849'
 NJ0849'REFERENCE MARK 1 IS 34 FEET WEST OF THE CENTERLINE OF THE
 NJ0849'ROAD, 28 FEET SOUTH OF THE CENTERLINE OF THE FIELD ENTRANCE
 NJ0849'AND 3 FEET EAST OF THE FENCE.  THE MONUMENT PROJECTS 6 INCHES
 NJ0849'AND THE DISK IS STAMPED BETHEL NO 1 1961.
 NJ0849'
 NJ0849'REFERENCE MARK 2 IS 35 FEET WEST OF THE CENTERLINE OF THE
 NJ0849'ROAD, 31 FEET SOUTH OF THE WITNESS POST AND 1 FOOT EAST OF
 NJ0849'THE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 NJ0849'STAMPED BETHEL NO 2 1961.
 NJ0849'
 NJ0849'THE AZIMUTH MARK IS 32 FEET EAST OF THE CENTERLINE OF THE
 NJ0849'GRAVELED ROAD, 1 FOOT WEST OF A FENCE AND 1 FOOT NORTH OF A
 NJ0849'WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK
 NJ0849'IS STAMPED BETHEL 1961.
 NJ0849'
 NJ0849'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0745 ***********************************************************************
 MG0745  DESIGNATION -  BETTENDORF SILVER WATER TANK
 MG0745  PID         -  MG0745
 MG0745  STATE/COUNTY-  IA/SCOTT
 MG0745  USGS QUAD   -  DAVENPORT EAST (1993)
 MG0745
 MG0745                         *CURRENT SURVEY CONTROL
 MG0745  ___________________________________________________________________
 MG0745* NAD 83(1996)-  41 31 47.68281(N)    090 30 12.24513(W)     ADJUSTED  
 MG0745* NAVD 88     -                                                        
 MG0745  ___________________________________________________________________
 MG0745  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 MG0745  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0745
 MG0745  HORZ ORDER  -  THIRD
 MG0745
 MG0745.The horizontal coordinates were established by classical geodetic methods
 MG0745.and adjusted by the National Geodetic Survey in May 1999..
 MG0745
 MG0745
 MG0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0745
 MG0745.The geoid height was determined by GEOID03.
 MG0745
 MG0745;                    North         East     Units Scale Factor Converg.
 MG0745;SPC IA S     -   174,204.135   750,031.075   MT  0.99996482   +1 58 25.9
 MG0745;SPC IL W     -   539,928.318   671,898.512   MT  0.99995089   -0 13 23.7
 MG0745;SPC IL W     - 1,771,414.82  2,204,387.03   sFT  0.99995089   -0 13 23.7
 MG0745;UTM  15      - 4,600,594.716   708,285.210   MT  1.00013391   +1 39 21.1
 MG0745
 MG0745                          SUPERSEDED SURVEY CONTROL
 MG0745
 MG0745  NAD 83(1986)-  41 31 47.68622(N)    090 30 12.25386(W) AD(       ) 4
 MG0745  NAD 27      -  41 31 47.56300(N)    090 30 11.76400(W) AD(       ) 3
 MG0745
 MG0745.Superseded values are not recommended for survey control.
 MG0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0745.See file dsdata.txt to determine how the superseded data were derived.
 MG0745
 MG0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG0828500595(NAD 83)
 MG0745_MARKER: 51 = TANK
 MG0745
 MG0745  HISTORY     - Date     Condition        Report By
 MG0745  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0745  HISTORY     - 1937     GOOD             CGS
 MG0745  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 MG0745  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 MG0745
 MG0745                          STATION DESCRIPTION
 MG0745
 MG0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (WWB)
 MG0745'SLENDER SILVER WATER TANK IN BETTENDORF, IOWA.
 MG0745
 MG0745                          STATION RECOVERY (1996)
 MG0745
 MG0745'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0745'MARK NOT FOUND.
 MG0745
 MG0745                          STATION RECOVERY (2003)
 MG0745
 MG0745'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 MG0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0674 ***********************************************************************
 MG0674  DESIGNATION -  BETTENDORF TV STA WOC MAST
 MG0674  PID         -  MG0674
 MG0674  STATE/COUNTY-  IA/SCOTT
 MG0674  USGS QUAD   -  SILVIS (1991)
 MG0674
 MG0674                         *CURRENT SURVEY CONTROL
 MG0674  ___________________________________________________________________
 MG0674* NAD 83(1996)-  41 32 49.92256(N)    090 28 36.69147(W)     ADJUSTED  
 MG0674* NAVD 88     -                                                        
 MG0674  ___________________________________________________________________
 MG0674  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 MG0674  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0674
 MG0674  HORZ ORDER  -  THIRD
 MG0674
 MG0674.The horizontal coordinates were established by classical geodetic methods
 MG0674.and adjusted by the National Geodetic Survey in May 1999..
 MG0674
 MG0674
 MG0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0674
 MG0674.The geoid height was determined by GEOID03.
 MG0674
 MG0674;                    North         East     Units Scale Factor Converg.
 MG0674;SPC IA S     -   176,199.715   752,178.142   MT  0.99996660   +1 59 28.8
 MG0674;SPC IL W     -   541,840.088   674,120.472   MT  0.99994942   -0 12 20.6
 MG0674;SPC IL W     - 1,777,687.02  2,211,676.92   sFT  0.99994942   -0 12 20.6
 MG0674;UTM  15      - 4,602,578.706   710,443.683   MT  1.00014503   +1 40 26.6
 MG0674
 MG0674                          SUPERSEDED SURVEY CONTROL
 MG0674
 MG0674  NAD 83(1986)-  41 32 49.92465(N)    090 28 36.70245(W) AD(       ) 4
 MG0674  NAD 27      -  41 32 49.80867(N)    090 28 36.21865(W) AD(       ) 3
 MG0674
 MG0674.Superseded values are not recommended for survey control.
 MG0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0674.See file dsdata.txt to determine how the superseded data were derived.
 MG0674
 MG0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG1044402579(NAD 83)
 MG0674_MARKER: 42 = RADIO/TV MAST
 MG0674
 MG0674  HISTORY     - Date     Condition        Report By
 MG0674  HISTORY     - 1969     FIRST OBSERVED   CGS
 MG0674  HISTORY     - 1975     GOOD             NGS
 MG0674  HISTORY     - 19961113 GOOD             USPSQD
 MG0674
 MG0674                          STATION DESCRIPTION
 MG0674
 MG0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0674'THE STATION IS THE RED LIGHT ATOP THE BETTENDORF, TELEVISION
 MG0674'STATION WOC MAST THAT IS LOCATED ABOUT 4 MILES SOUTH OF INTERSTATE
 MG0674'HIGHWAY 80, 2 MILES NORTH OF THE MISSISSIPPI RIVER AND AT THE WEST
 MG0674'EDGE OF THE CITY OF BETTENDORF.  THE MAST IS TRIANGULAR IN CROSS
 MG0674'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND IS 978
 MG0674'FEET IN HEIGHT.
 MG0674
 MG0674                          STATION RECOVERY (1975)
 MG0674
 MG0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVT)
 MG0674'THE ORIGINAL DESCRIPTION WAS NOT AVAILABLE AND THE STATION WAS
 MG0674'RECOVERED BY QUADRANGLE POSITIONING.  THE STATION IS RELATIVELY NEW
 MG0674'AND A NEW DESCRIPTION IS NOT BEING FURNISHED.
 MG0674
 MG0674                          STATION RECOVERY (1996)
 MG0674
 MG0674'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1127 ***********************************************************************
 MJ1127  DESIGNATION -  BETTS
 MJ1127  PID         -  MJ1127
 MJ1127  STATE/COUNTY-  IA/GUTHRIE
 MJ1127  USGS QUAD   -  COON RAPIDS SOUTH (1971)
 MJ1127
 MJ1127                         *CURRENT SURVEY CONTROL
 MJ1127  ___________________________________________________________________
 MJ1127* NAD 83(1996)-  41 47 27.08488(N)    094 37 47.89621(W)     ADJUSTED  
 MJ1127* NAVD 88     -       398.49   (+/-2cm)    1307.4    (feet)  VERTCON   
 MJ1127  ___________________________________________________________________
 MJ1127  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 MJ1127  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MJ1127
 MJ1127  HORZ ORDER  -  FIRST
 MJ1127  VERT ORDER  -  THIRD ? (See Below)
 MJ1127
 MJ1127.The horizontal coordinates were established by classical geodetic methods
 MJ1127.and adjusted by the National Geodetic Survey in May 1999..
 MJ1127
 MJ1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1127.The vertical order pertains to the NGVD 29 superseded value.
 MJ1127
 MJ1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1127
 MJ1127.The geoid height was determined by GEOID03.
 MJ1127
 MJ1127;                    North         East     Units Scale Factor Converg.
 MJ1127;SPC IA S     -   199,488.702   406,077.616   MT  1.00000134   -0 44 39.5
 MJ1127;SPC IA N     - 1,032,935.538 1,406,072.122   MT  1.00006149   -0 45 57.0
 MJ1127;UTM  15      - 4,627,839.715   364,566.466   MT  0.99982571   -1 05 11.0
 MJ1127
 MJ1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1127!SPC IA S     -   0.99994180  x   1.00000134  =   0.99994314
 MJ1127!SPC IA N     -   0.99994180  x   1.00006149  =   1.00000329
 MJ1127!UTM  15      -   0.99994180  x   0.99982571  =   0.99976752
 MJ1127
 MJ1127|---------------------------------------------------------------------|
 MJ1127| PID    Reference Object                     Distance      Geod. Az  |
 MJ1127|                                                           dddmmss.s |
 MJ1127| CL6880 BETTS RM 1                           26.971 METERS 00002     |
 MJ1127| MJ1126 BAYARD MUNICIPAL TANK               APPROX. 9.0 KM 0380653.6 |
 MJ1127| MJ1076 BAGLEY MUNICIPAL TANK               APPROX.17.6 KM 0703044.6 |
 MJ1127| CL6881 BETTS RM 2 AZIMUTH                                 08729     |
 MJ1127| MJ1137 VIOLA                               APPROX.12.1 KM 2584846.3 |
 MJ1127| MJ1128 COON RAPIDS MUNICIPAL TANK          APPROX.10.2 KM 3380118.4 |
 MJ1127|---------------------------------------------------------------------|
 MJ1127
 MJ1127                          SUPERSEDED SURVEY CONTROL
 MJ1127
 MJ1127  NAD 83(1986)-  41 47 27.08097(N)    094 37 47.90140(W) AD(       ) 1
 MJ1127  NAD 27      -  41 47 27.13200(N)    094 37 46.98800(W) AD(       ) 1
 MJ1127  NGVD 29 (07/19/86)  398.44   (m)         1307.2    (f) LEVELING    3  
 MJ1127
 MJ1127.Superseded values are not recommended for survey control.
 MJ1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1127.See file dsdata.txt to determine how the superseded data were derived.
 MJ1127
 MJ1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG6456627840(NAD 83)
 MJ1127_MARKER: DS = TRIANGULATION STATION DISK
 MJ1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1127
 MJ1127  HISTORY     - Date     Condition        Report By
 MJ1127  HISTORY     - 1930     MONUMENTED       CGS
 MJ1127  HISTORY     - 1934     GOOD             IOWAGS
 MJ1127  HISTORY     - 1968     GOOD             USGS
 MJ1127  HISTORY     - 1970     GOOD             NGS
 MJ1127
 MJ1127                          STATION DESCRIPTION
 MJ1127
 MJ1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MJ1127'STATION IS ABOUT 10 MILES NW OF GUTHRIE CENTER AND 5-1/2 MILES SE
 MJ1127'OF COON RAPIDS, ON LAND OWNED AND OCCUPIED BY C.F. BETTS, AND IS IN
 MJ1127'A HOG ORCHARD 27 FEET S OF THE FENCE LINE ON THE S SIDE OF THE ROAD
 MJ1127'446 FEET W OF THE TOWNSHIP LINE BETWEEN ORANGE AND HIGHLAND
 MJ1127'TOWNSHIPS.  THE MARK IS ON THE N SIDE OF THE NE 40 OF THE NE 1/4
 MJ1127'OF SEC. 36, T 81 N, R 33 W, FIFTH MERIDIAN.
 MJ1127'
 MJ1127'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MJ1127'DISKS SET IN CONCRETE.
 MJ1127'
 MJ1127'REFERENCE MARK NO. 1 IS ON N SIDE OF ROAD SAME DISTANCE W OF
 MJ1127'TOWNSHIP LINE AS STATION.  IT IS ON FENCE LINE 26.971 METERS FROM
 MJ1127'STATION.  REFERENCE MARK NO. 2 IS 648 FEET E OF TOWNSHIP LINE ON
 MJ1127'FENCE LINE AT THE NW CORNER OF HOG SHED AT FIRST FARM ON S SIDE
 MJ1127'OF ROAD E OF MR. BETTS HOUSE.  IT IS 1094 FEET FROM STATION.
 MJ1127'
 MJ1127'THERE IS NO AZIMUTH MARK OF VALUE AT THIS STATION AS THE DISTANT
 MJ1127'REFERENCE MARK CANNOT BE SEEN FROM THE GROUND WITHOUT CUTTING
 MJ1127'SOME APPLE TREES OR BUILDING A 30-FOOT SCAFFOLD.
 MJ1127'
 MJ1127'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MJ1127
 MJ1127                          STATION RECOVERY (1934)
 MJ1127
 MJ1127'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MJ1127'TRIANGULATION STATION LOCATION IS AS PER ORIGINAL DESCRIPTION.
 MJ1127'STATION AND REFERENCE MONUMENTS ARE IN GOOD CONDITION.  IN ALL
 MJ1127'PROBABILITY THE STATION AND REFERENCE POINTS WILL REMAIN IN GOOD
 MJ1127'CONDITION FOR SEVERAL YEARS.
 MJ1127
 MJ1127                          STATION RECOVERY (1968)
 MJ1127
 MJ1127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MJ1127'STATION MARK FOUND IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 MJ1127'WERE NOT FOUND.
 MJ1127
 MJ1127                          STATION RECOVERY (1970)
 MJ1127
 MJ1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MJ1127'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 MJ1127'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE SEARCHED FOR BUT
 MJ1127'NOT FOUND AND WAS ASSUMED THE MARKS WERE DESTROYED BY ROAD
 MJ1127'CONSTRUCTION.
 MJ1127'
 MJ1127'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 MJ1127'
 MJ1127'FOLLOWING IS A NEW DESCRIPTION.
 MJ1127'
 MJ1127'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN INTERSECTION AND
 MJ1127'STATE HIGHWAY 141 WHICH IS 0.25 MILES SOUTH OF THE POST OFFICE
 MJ1127'IN COON RAPIDS, GO SOUTHEAST ON STATE HIGHWAY 141 FOR 2.2 MILES TO
 MJ1127'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD
 MJ1127'D FOR 4.3 MILES TO A T-INTERSECTION.  TURN LEFT AND GO EAST ON A
 MJ1127'GRAVELED ROAD FOR 0.85 MILES TO THE STATION ON THE RIGHT EAST OF
 MJ1127'MR. BETTS FARMSTEAD.
 MJ1127'
 MJ1127'STATION MARK, A STANDARD DISK STAMPED BETTS 1930, IS SET IN THE
 MJ1127'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 163
 MJ1127'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF MR. BETTS FARMHOUSE,
 MJ1127'75.7 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CORN CRIB,
 MJ1127'72 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, AND 68 FEET
 MJ1127'SOUTHEAST OF THE NORTH FENCE POST AT A FENCE CORNER.  THE
 MJ1127'UNDERGROUND MARK WAS NOT INSPECTED.
 MJ1127'
 MJ1127'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BETTS 1930 NO. 3
 MJ1127'1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 MJ1127'INCHES.  IT IS 76.5 FEET NORTH OF THE NORTHEAST CORNER OF A CORN
 MJ1127'CRIB, 3.5 FEET EAST OF THE EAST EDGE OF A GALVANIZED STEEL GRAIN BIN,
 MJ1127'AND 1 FOOT WEST OF A FENCE.
 MJ1127'
 MJ1127'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BETTS 1930 NO. 4
 MJ1127'1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MJ1127'1 INCH.  IT IS 121 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 MJ1127'FARMHOUSE, 45 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 MJ1127'8.5 FEET SOUTH OF THE CORNER FENCE POST, 1 FOOT WEST OF A FENCE,
 MJ1127'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5700 ***********************************************************************
 AI5700  DESIGNATION -  BIGELOW
 AI5700  PID         -  AI5700
 AI5700  STATE/COUNTY-  IA/OSCEOLA
 AI5700  USGS QUAD   -  SIBLEY EAST (1972)
 AI5700
 AI5700                         *CURRENT SURVEY CONTROL
 AI5700  ___________________________________________________________________
 AI5700* NAD 83(1996)-  43 29 29.67050(N)    095 41 55.88405(W)     ADJUSTED  
 AI5700* NAVD 88     -       503.37   (meters)    1651.5    (feet)  LEVELING  
 AI5700  ___________________________________________________________________
 AI5700  X           -    -460,243.336 (meters)                     COMP
 AI5700  Y           -  -4,611,974.801 (meters)                     COMP
 AI5700  Z           -   4,367,610.873 (meters)                     COMP
 AI5700  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AI5700  ELLIP HEIGHT-         476.75  (meters)          (06/14/00) GPS OBS
 AI5700  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AI5700
 AI5700  HORZ ORDER  -  FIRST
 AI5700  VERT ORDER  -  THIRD ?
 AI5700  ELLP ORDER  -  FOURTH    CLASS I
 AI5700
 AI5700.The horizontal coordinates were established by GPS observations
 AI5700.and adjusted by the National Geodetic Survey in June 2000..
 AI5700
 AI5700.The orthometric height was determined by differential leveling.
 AI5700.The vertical network tie was performed by a horz. field party for horz.
 AI5700.obs reductions. Reset procedures were used to establish the elevation.
 AI5700
 AI5700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5700
 AI5700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5700
 AI5700.The ellipsoidal height was determined by GPS observations
 AI5700.and is referenced to NAD 83.
 AI5700
 AI5700.The geoid height was determined by GEOID03.
 AI5700
 AI5700;                    North         East     Units Scale Factor Converg.
 AI5700;SPC IA N     - 1,223,543.038 1,322,150.415   MT  1.00004886   -1 29 24.9
 AI5700;UTM  15      - 4,818,944.374   281,778.039   MT  1.00018580   -1 51 29.6
 AI5700
 AI5700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5700!SPC IA N     -   0.99992524  x   1.00004886  =   0.99997410
 AI5700!UTM  15      -   0.99992524  x   1.00018580  =   1.00011103
 AI5700
 AI5700                          SUPERSEDED SURVEY CONTROL
 AI5700
 AI5700.No superseded survey control is available for this station.
 AI5700
 AI5700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8177818944(NAD 83)
 AI5700_MARKER: DD = SURVEY DISK
 AI5700_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5700_STAMPING: BIGELOW 1998
 AI5700_MARK LOGO: MNDT  
 AI5700_PROJECTION: FLUSH
 AI5700_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5700+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 AI5700_ROD/PIPE-DEPTH:  6.1 meters
 AI5700
 AI5700  HISTORY     - Date     Condition        Report By
 AI5700  HISTORY     - 1998     MONUMENTED       MNDT
 AI5700  HISTORY     - 20010927 MARK NOT FOUND   MNGS
 AI5700  HISTORY     - 2002     GOOD             MNDT
 AI5700  HISTORY     - 20040707 GOOD             MNDT
 AI5700
 AI5700                          STATION DESCRIPTION
 AI5700
 AI5700'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AI5700'0.75 MI (1.21 KM) SW OF BIGELOW MN, 0.6 MI (1.0 KM) SW ON TH 60 FROM
 AI5700'JCT CO RD 2 (STATE BORDERLINE) TO TH 60 MP 55.35, 77 FT (23.5 M) NW OF
 AI5700'TH 60, 23.5 FT (7.2 M) SE OF EAST RAIL OF RR TRACKS, 1.8 FT (0.5 M) SW
 AI5700'OF A WIT POST.
 AI5700
 AI5700                          STATION RECOVERY (2001)
 AI5700
 AI5700'RECOVERY NOTE BY MINNESOTA GEODETIC SURVEY 2001
 AI5700'(THIS STATION IS NOT IN MN. IT IS IN OSCEOLA COUNTY, IOWA. PLEASE MAKE
 AI5700'CORECTION IN THE STATE/COUNTY FIELD OF THE NGS DATABASE. WE DID NOT
 AI5700'RECOVER THIS BUT NOTICED THE ERROR IN OUR DATABASE.)
 AI5700
 AI5700                          STATION RECOVERY (2002)
 AI5700
 AI5700'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 AI5700'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS IN OSCEOLA
 AI5700'COUNTY IOWA NOT NOBLES COUNTY MINNESOTA.
 AI5700
 AI5700                          STATION RECOVERY (2004)
 AI5700
 AI5700'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AI5700'0.75 MILES SOUTH OF BIGELOW, 0.6 MILES SOUTHWEST ALONG TRUNK HIGHWAY 6
 AI5700'0 FROM JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY ROAD 2 ON THE STATE LIN
 AI5700'E, AT TRUNK HIGHWAY 60 MILEPOINT 55.35, 77.0 FEET NORTHWEST OF TRUNK H
 AI5700'IGHWAY 60, 23.5 FEET SOUTHEAST OF EAST RAILROAD RAIL, 1.8 FEET SOUTHWE
 AI5700'ST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1296 ***********************************************************************
 MJ1296  DESIGNATION -  BINE
 MJ1296  PID         -  MJ1296
 MJ1296  STATE/COUNTY-  IA/HARRISON
 MJ1296  USGS QUAD   -  DUNLAP SW (1971)
 MJ1296
 MJ1296                         *CURRENT SURVEY CONTROL
 MJ1296  ___________________________________________________________________
 MJ1296* NAD 83(1996)-  41 48 37.73334(N)    095 41 49.93327(W)     ADJUSTED  
 MJ1296* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 MJ1296  ___________________________________________________________________
 MJ1296  LAPLACE CORR-          -5.97  (seconds)                    DEFLEC99
 MJ1296  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 MJ1296
 MJ1296  HORZ ORDER  -  THIRD
 MJ1296
 MJ1296.The horizontal coordinates were established by classical geodetic methods
 MJ1296.and adjusted by the National Geodetic Survey in May 1999..
 MJ1296
 MJ1296.The orthometric height was scaled from a topographic map.
 MJ1296
 MJ1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1296
 MJ1296.The geoid height was determined by GEOID03.
 MJ1296
 MJ1296;                    North         East     Units Scale Factor Converg.
 MJ1296;SPC IA S     -   203,364.208   317,439.362   MT  1.00000493   -1 26 50.3
 MJ1296;SPC IA N     - 1,036,860.270 1,317,431.113   MT  1.00005636   -1 29 20.9
 MJ1296;UTM  15      - 4,632,251.617   275,953.085   MT  1.00021774   -1 47 56.0
 MJ1296
 MJ1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1296!SPC IA S     -   0.99993755  x   1.00000493  =   0.99994247
 MJ1296!SPC IA N     -   0.99993755  x   1.00005636  =   0.99999390
 MJ1296!UTM  15      -   0.99993755  x   1.00021774  =   1.00015527
 MJ1296
 MJ1296|---------------------------------------------------------------------|
 MJ1296| PID    Reference Object                     Distance      Geod. Az  |
 MJ1296|                                                           dddmmss.s |
 MJ1296| CL6897 BINE RM 1                            12.467 METERS 18702     |
 MJ1296| CL6896 BINE AZ MK                                         3253822.9 |
 MJ1296| CL6898 BINE RM 2                            23.538 METERS 34210     |
 MJ1296|---------------------------------------------------------------------|
 MJ1296
 MJ1296                          SUPERSEDED SURVEY CONTROL
 MJ1296
 MJ1296  NAD 83(1996)-  41 48 37.73410(N)    095 41 49.93433(W) AD(       ) 3
 MJ1296  NAD 83(1986)-  41 48 37.73628(N)    095 41 49.93531(W) AD(       ) 3
 MJ1296  NAD 27      -  41 48 37.77800(N)    095 41 48.90200(W) AD(       ) 3
 MJ1296
 MJ1296.Superseded values are not recommended for survey control.
 MJ1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1296.See file dsdata.txt to determine how the superseded data were derived.
 MJ1296
 MJ1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG7595332252(NAD 83)
 MJ1296_MARKER: DS = TRIANGULATION STATION DISK
 MJ1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1296
 MJ1296  HISTORY     - Date     Condition        Report By
 MJ1296  HISTORY     - 1950     MONUMENTED       CGS
 MJ1296  HISTORY     - 1971     MARK NOT FOUND   USGS
 MJ1296  HISTORY     - 1972     MARK NOT FOUND   NGS
 MJ1296
 MJ1296                          STATION DESCRIPTION
 MJ1296
 MJ1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1296'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF DUNLAP AND 5 MILES
 MJ1296'NORTH OF WOODBINE IN EDGE OF CULTIVATED FIELD.  STATION IS 37 FEET
 MJ1296'EAST OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, 13 FEET SOUTHEAST
 MJ1296'OF TELEPHONE POLE WITH TRIANGLE BLAZE AND 2 FEET EAST OF
 MJ1296'FENCELINE.  THE MARK IS ABOUT 2 INCHES BELOW THE SURFACE AND THE
 MJ1296'DISK IS STAMPED BINE 1950.
 MJ1296'
 MJ1296'REFERENCE MARK NO. 1 IS 26 FEET EAST OF THE APPROXIMATE CENTERLINE
 MJ1296'OF ROAD AND IS IN FENCELINE.  THE MARK PROJECTS ABOUT 3 INCHES
 MJ1296'AND THE DISK IS STAMPED BINE NO 1 1950.
 MJ1296'
 MJ1296'REFERENCE MARK NO. 2 IS 37 FEET EAST OF THE APPROXIMATE CENTERLINE
 MJ1296'OF ROAD AND 2 FEET EAST OF FENCELINE.  THE MARK PROJECTS ABOUT
 MJ1296'3 INCHES AND THE DISK IS STAMPED BINE NO 2 1950.
 MJ1296'
 MJ1296'AZIMUTH MARK IS 16 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE
 MJ1296'OF ROAD AND 0.5 FOOT SOUTHWEST OF FENCELINE.  THE MARK PROJECTS
 MJ1296'ABOUT 3 INCHES AND THE DISK IS STAMPED BINE 1950.
 MJ1296'
 MJ1296'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 MJ1296'ROUTE 37 IN THE CENTER OF THE TOWN OF DUNLAP GO SOUTH AND SOUTHWEST
 MJ1296'ON U.S. HIGHWAY 30 FOR 6.0 MILES TO CROSSROADS.  TURN RIGHT ACROSS
 MJ1296'RAILROAD TRACKS AND GO WEST ON GRAVEL ROAD FOR 1.0 MILE TO T
 MJ1296'ROAD RIGHT.  TURN SHARP RIGHT AND GO NORTH ON DIRT ROAD FOR 1.7
 MJ1296'MILES TO T INTERSECTION.  TURN LEFT AND GO WEST AND NORTH ON
 MJ1296'DIRT ROAD FOR 0.8 MILE TO CURVE IN ROAD AND STATION ON RIGHT AS
 MJ1296'DESCRIBED.  CONTINUE NORTHWEST FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT
 MJ1296'AS DESCRIBED.
 MJ1296'
 MJ1296'A 47 FOOT SIGNAL AT STATION DUNLAP IS V.G.
 MJ1296'
 MJ1296'A 74 FOOT SIGNAL AT STATION MEFFERD R.M. NO 5 IS V.G.
 MJ1296'
 MJ1296'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MJ1296
 MJ1296                          STATION RECOVERY (1971)
 MJ1296
 MJ1296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JHR)
 MJ1296'SURFACE MARK IN RAVINE.  R.M. 1, R.M. 2, AND AZ MARK NOT FOUND.
 MJ1296
 MJ1296                          STATION RECOVERY (1972)
 MJ1296
 MJ1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MJ1296'THIS STATION WAS SEARCHED FOR AND COULD NOT BE FOUND.  IT IS
 MJ1296'EVIDENT THAT ALL MARKS WERE DESTROYED WHEN THE ROAD WAS REBUILT
 MJ1296'AS THE STATION SITE FALLS IN THE ROAD DITCH.
 MJ1296'
 MJ1296'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH
 MJ1296'OF WOODBINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0873 ***********************************************************************
 LD0873  DESIGNATION -  BIRMINGHAM MICH WIS PLINE MAST
 LD0873  PID         -  LD0873
 LD0873  STATE/COUNTY-  IA/JEFFERSON
 LD0873  USGS QUAD   -  FAIRFIELD SOUTH (1980)
 LD0873
 LD0873                         *CURRENT SURVEY CONTROL
 LD0873  ___________________________________________________________________
 LD0873* NAD 83(1996)-  40 54 12.52964(N)    091 57 53.13951(W)     ADJUSTED  
 LD0873* NAVD 88     -                                                        
 LD0873  ___________________________________________________________________
 LD0873  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 LD0873  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LD0873
 LD0873  HORZ ORDER  -  THIRD
 LD0873
 LD0873.The horizontal coordinates were established by classical geodetic methods
 LD0873.and adjusted by the National Geodetic Survey in May 1999..
 LD0873
 LD0873
 LD0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0873
 LD0873.The geoid height was determined by GEOID03.
 LD0873
 LD0873;                    North         East     Units Scale Factor Converg.
 LD0873;SPC IA S     -   101,471.317   629,344.202   MT  0.99996177   +1 00 40.5
 LD0873;UTM  15      - 4,528,558.382   587,192.759   MT  0.99969357   +0 40 40.5
 LD0873
 LD0873                          SUPERSEDED SURVEY CONTROL
 LD0873
 LD0873  NAD 83(1986)-  40 54 12.53696(N)    091 57 53.15231(W) AD(       ) 4
 LD0873  NAD 27      -  40 54 12.46200(N)    091 57 52.53600(W) AD(       ) 3
 LD0873
 LD0873.Superseded values are not recommended for survey control.
 LD0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0873.See file dsdata.txt to determine how the superseded data were derived.
 LD0873
 LD0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8719328558(NAD 83)
 LD0873_MARKER: 42 = RADIO/TV MAST
 LD0873
 LD0873  HISTORY     - Date     Condition        Report By
 LD0873  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0873
 LD0873                          STATION DESCRIPTION
 LD0873
 LD0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0873'STATION IS LOCATED ABOUT 7.0 MILES SOUTH OF THE CENTER OF
 LD0873'FAIRFIELD AND 0.7 MILE WEST OF STATE HIGHWAY 1.  THE MAST
 LD0873'IS ABOUT 150 FEET IN HEIGHT AND IS ALTERNATELY PAINTED ORANGE
 LD0873'AND WHITE.  THE FLASHING RED LIGHT, ON THE TOP OF THE MAST,
 LD0873'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0586 ***********************************************************************
 NK0586  DESIGNATION -  BLACK
 NK0586  PID         -  NK0586
 NK0586  STATE/COUNTY-  IA/BLACK HAWK
 NK0586  USGS QUAD   -  REINBECK (1971)
 NK0586
 NK0586                         *CURRENT SURVEY CONTROL
 NK0586  ___________________________________________________________________
 NK0586* NAD 83(1996)-  42 19 41.06620(N)    092 30 52.23306(W)     ADJUSTED  
 NK0586* NAVD 88     -       312.3    (meters)    1025.     (feet)  VERTCON   
 NK0586  ___________________________________________________________________
 NK0586  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 NK0586  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 NK0586
 NK0586  HORZ ORDER  -  SECOND
 NK0586
 NK0586.The horizontal coordinates were established by classical geodetic methods
 NK0586.and adjusted by the National Geodetic Survey in May 1999..
 NK0586
 NK0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0586
 NK0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0586
 NK0586.The geoid height was determined by GEOID03.
 NK0586
 NK0586;                    North         East     Units Scale Factor Converg.
 NK0586;SPC IA N     - 1,092,452.594 1,581,223.069   MT  0.99996283   +0 40 04.5
 NK0586;UTM  15      - 4,686,317.061   540,000.052   MT  0.99961969   +0 19 36.9
 NK0586
 NK0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0586!SPC IA N     -   0.99995597  x   0.99996283  =   0.99991880
 NK0586!UTM  15      -   0.99995597  x   0.99961969  =   0.99957568
 NK0586
 NK0586|---------------------------------------------------------------------|
 NK0586| PID    Reference Object                     Distance      Geod. Az  |
 NK0586|                                                           dddmmss.s |
 NK0586| CI5123 BLACK RM 2                           12.908 METERS 08608     |
 NK0586| NK0589 MORRISON                            APPROX.12.9 KM 2843112.8 |
 NK0586| CI5122 BLACK RM 1                           12.295 METERS 33138     |
 NK0586|---------------------------------------------------------------------|
 NK0586
 NK0586                          SUPERSEDED SURVEY CONTROL
 NK0586
 NK0586  NAD 83(1996)-  42 19 41.06570(N)    092 30 52.22808(W) AD(       ) 2
 NK0586  NAD 83(1986)-  42 19 41.06472(N)    092 30 52.22638(W) AD(       ) 2
 NK0586  NAD 27      -  42 19 41.11052(N)    092 30 51.53230(W) AD(       ) 2
 NK0586  NGVD 29 (07/19/86)  312.3    (m)         1025.     (f) VERT ANG       
 NK0586
 NK0586.Superseded values are not recommended for survey control.
 NK0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0586.See file dsdata.txt to determine how the superseded data were derived.
 NK0586
 NK0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4000086317(NAD 83)
 NK0586_MARKER: DD = SURVEY DISK
 NK0586_SETTING: 0 = UNSPECIFIED SETTING
 NK0586
 NK0586  HISTORY     - Date     Condition        Report By
 NK0586  HISTORY     - 1970     MONUMENTED       USGS
 NK0586
 NK0586                          STATION DESCRIPTION
 NK0586
 NK0586'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0586'THE STATION IS ABOUT 6.0 MI SSW. OF HUDSON, IOWA, ABOUT 700 FT
 NK0586'N. OF THE COR. OF SECS. 19, 20, 29 AND 30, T. 87 N., R. 14 W.
 NK0586'
 NK0586'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 63 AND STATE
 NK0586'HWY. 175 NEAR THE S. EDGE OF HUDSON, GO S. ON U.S. 63 AND STATE
 NK0586'HWY. 175 FOR ABOUT 5 MI TO THE JCT. OF U.S. HWY. 63 AND
 NK0586'S. HWY. 175, TURN RIGHT AND GO W. ON S. HWY. 175 FOR 3 MI TO
 NK0586'CROSSROADS, TURN RIGHT AND GO N. ABOUT 700 FT AND STATION ON
 NK0586'LEFT (W.).
 NK0586'
 NK0586'STATION MARK, STAMPED ET BLACK 1970 IS 303 FT S. AND 12 FT W. OF
 NK0586'CENTER OF RD. AT DRIVE E., 19.5 FT E. OF W. RIGHT-OF-WAY FENCE.
 NK0586'
 NK0586'REFERENCE MARK NO. 1, STAMPED BLACK NO 1 1970 IS 267 FT S. AND
 NK0586'30 FT W. OF CENTER OF RD. AT DRIVE E., 1 FT E. OF W. RIGHT-OF-WAY
 NK0586'FENCE.
 NK0586'
 NK0586'REFERENCE MARK NO. 2, STAMPED BLACK NO 2 1970 IS 302 FT S. AND
 NK0586'31 FT E. OF CENTER OF RD. AT DRIVE E., 1 FT W. OF E. RIGHT-OF-WAY
 NK0586'FENCE, 1 FT W. OF USGS WITNESS POST.
 NK0586'
 NK0586'ALL MARKS STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED RODS,
 NK0586'CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 NK0586'TO WITHIN 1 IN. OF CAP.
 NK0586'
 NK0586'REFERENCE MARK 1 AND REFERENCE MARK 2 ARE SET FLUSH WITH THE
 NK0586'GROUND.  THE STATION MARK IS BURIED APPROX. 20 IN. BELOW THE
 NK0586'SURFACE.
 NK0586'
 NK0586'NO AZIMUTH MARK WAS SET.
 NK0586'
 NK0586'REFERENCE AZIMUTH USED - MORRISON COOPERATIVE CONCRETE ELEVATOR
 NK0586'IN REINBECK.  POINT USED WAS THE CENTER OF THE E. DUST COLLECTOR,
 NK0586'T. 87 N., R. 15 W., ABOUT 0.1 MI N. AND ABOUT 0.1 MI W. OF THE
 NK0586'COR. OF SECS. 21, 22, 27 AND 28.
 NK0586'
 NK0586'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0457 ***********************************************************************
 MH0457  DESIGNATION -  BLAIRS
 MH0457  PID         -  MH0457
 MH0457  STATE/COUNTY-  IA/BENTON
 MH0457  USGS QUAD   -  MARENGO (1965)
 MH0457
 MH0457                         *CURRENT SURVEY CONTROL
 MH0457  ___________________________________________________________________
 MH0457* NAD 83(1996)-  41 52 08.24573(N)    092 07 20.49629(W)     ADJUSTED  
 MH0457* NAVD 88     -       285.63   (+/-2cm)     937.1    (feet)  VERTCON   
 MH0457  ___________________________________________________________________
 MH0457  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 MH0457  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 MH0457
 MH0457  HORZ ORDER  -  FIRST
 MH0457  VERT ORDER  -  THIRD ? (See Below)
 MH0457
 MH0457.The horizontal coordinates were established by classical geodetic methods
 MH0457.and adjusted by the National Geodetic Survey in May 1999..
 MH0457
 MH0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0457.The vertical order pertains to the NGVD 29 superseded value.
 MH0457
 MH0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0457
 MH0457.The geoid height was determined by GEOID03.
 MH0457
 MH0457;                    North         East     Units Scale Factor Converg.
 MH0457;SPC IA N     - 1,041,914.754 1,614,372.109   MT  1.00004176   +0 56 01.3
 MH0457;SPC IA S     -   208,459.014   614,369.480   MT  1.00001633   +0 54 26.8
 MH0457;UTM  15      - 4,635,599.174   572,833.302   MT  0.99966527   +0 35 08.8
 MH0457
 MH0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0457!SPC IA N     -   0.99996020  x   1.00004176  =   1.00000195
 MH0457!SPC IA S     -   0.99996020  x   1.00001633  =   0.99997652
 MH0457!UTM  15      -   0.99996020  x   0.99966527  =   0.99962548
 MH0457
 MH0457:                Primary Azimuth Mark                     Grid Az
 MH0457:SPC IA N     -  VAN HORNE MUNICIPAL TANK                 009 09 22.8
 MH0457:SPC IA S     -  VAN HORNE MUNICIPAL TANK                 009 10 57.3
 MH0457:UTM  15      -  VAN HORNE MUNICIPAL TANK                 009 30 15.3
 MH0457
 MH0457|---------------------------------------------------------------------|
 MH0457| PID    Reference Object                     Distance      Geod. Az  |
 MH0457|                                                           dddmmss.s |
 MH0457| NK0549 VAN HORNE MUNICIPAL TANK            APPROX.15.7 KM 0100524.1 |
 MH0457| MH0454 BLAIRSTOWN MUNICIPAL TANK           APPROX. 5.2 KM 0361042.0 |
 MH0457| CK7033 BLAIRS AZ MK                                       0940216.1 |
 MH0457| MH0459 AIR BEACON 1 MI W OF MARENGO        APPROX.10.2 KM 1620101.7 |
 MH0457| MH0486 AIR BCN 3 MI NE OF CANFORTH         APPROX.19.1 KM 2303301.4 |
 MH0457| CK7034 BLAIRS RM 1                          34.973 METERS 27134     |
 MH0457| CK7035 BLAIRS RM 2                          93.818 METERS 33607     |
 MH0457|---------------------------------------------------------------------|
 MH0457
 MH0457                          SUPERSEDED SURVEY CONTROL
 MH0457
 MH0457  NAD 83(1986)-  41 52 08.25041(N)    092 07 20.49996(W) AD(       ) 1
 MH0457  NAD 27      -  41 52 08.25000(N)    092 07 19.82700(W) AD(       ) 1
 MH0457  NGVD 29 (07/19/86)  285.63   (m)          937.1    (f) LEVELING    3  
 MH0457
 MH0457.Superseded values are not recommended for survey control.
 MH0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0457.See file dsdata.txt to determine how the superseded data were derived.
 MH0457
 MH0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7283335599(NAD 83)
 MH0457_MARKER: DS = TRIANGULATION STATION DISK
 MH0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0457+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2006
 MH0457
 MH0457  HISTORY     - Date     Condition        Report By
 MH0457  HISTORY     - 1930     MONUMENTED       CGS
 MH0457  HISTORY     - 1933     GOOD             CGS
 MH0457  HISTORY     - 1934     GOOD             CGS
 MH0457  HISTORY     - 1941     GOOD             IOWAGS
 MH0457  HISTORY     - 1963     GOOD             USGS
 MH0457  HISTORY     - 1971     GOOD             NGS
 MH0457  HISTORY     - 20060730 GOOD             GEOCAC
 MH0457
 MH0457                          STATION DESCRIPTION
 MH0457
 MH0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0457'STATION IS ABOUT 4-1/2 MILES N AND 3-1/2 MILES W OF MARENGO
 MH0457'AND 3 MILES W AND 2-3/4 MILES S OF BLAIRSTOWN AND 1/4 MILE
 MH0457'N OF THE BENTON-IOWA COUNTY LINE, IN THE SW 1/4 SEC. 34,
 MH0457'T 82 N, R 11 W, ON LAND OWNED BY BERT WANDLING, AND IS 19
 MH0457'METERS E OF THE EASTERN SECTION-LINE ROAD FENCE, 25 METERS N
 MH0457'OF AN OLD VACANT HOUSE, AND IS ON THE HIGHEST GROUND JUST
 MH0457'N OF AN OLD APPLE ORCHARD.  THE MARK IS 4 INCHES ABOVE THE
 MH0457'SURFACE.
 MH0457'
 MH0457'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MH0457'DISKS SET IN CONCRETE, AS DESCRIBED.
 MH0457'
 MH0457'REFERENCE MARK NO. 1 IS ON FENCE LINE ON W SIDE OF ROAD ON E SIDE
 MH0457'OF SECTION 33, 1/4 MILE N OF THE BENTON-IOWA COUNTY LINE.
 MH0457'REFERENCE MARK NO. 2 IS ON SAME SIDE OF ROAD AS REFERENCE
 MH0457'MARK NO. 1, IS ON FENCE LINE AND IS ABOUT 100 METERS N OF
 MH0457'REFERENCE MARK NO. 1.  IT IS ABOUT 20 METERS S OF A FENCE CORNER.
 MH0457'
 MH0457'NOTE--STATION SURFACE MARK WAS RESET TO 12 INCHES BELOW
 MH0457'THE SURFACE AT THE REQUEST OF THE PROPERTY OWNER.
 MH0457'
 MH0457'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MH0457
 MH0457                          STATION RECOVERY (1933)
 MH0457
 MH0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WM)
 MH0457'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING
 MH0457'NOTES--STATION IS ABOUT 1/2 MILE N OF THE BENTON-IOWA COUNTY LINE
 MH0457'INSTEAD OF 1/4 MILE AND ABOUT 350 YARDS N OF JUNCTION OF
 MH0457'SECTION-LINE ROAD WITH ROAD LEADING E.  THE VACANT HOUSE
 MH0457'REFERRED TO HAS BEEN TORN DOWN, BUT THERE IS AN OLD BARN ABOUT
 MH0457'75 METERS S OF STATION.  MARK IS ABOUT 4 INCHES BELOW THE
 MH0457'SURFACE OF GROUND INSTEAD OF 1 FOOT.
 MH0457
 MH0457                          STATION RECOVERY (1934)
 MH0457
 MH0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0457'THIS STATION RECOVERED AND FOUND IN GOOD CONDITION, AND IS
 MH0457'ABOUT 2 MILES W AND 2.5 MILES S OF BLAIRSTOWN, 4.5 MILES N AND
 MH0457'3.5 MILES W OF MARENGO AND 1/2 MILE N OF THE BENTON-IOWA COUNTY
 MH0457'LINE, IN THE SW 1/4 SEC. 34, T 82 N, R 11 W, ON LAND OWNED BY
 MH0457'BERT WANDLING.  THE STATION MARK IS NEAR THE SW CORNER OF
 MH0457'PASTURE, 63 FEET E OF FENCE LINE, 84 FEET E OF THE CENTER
 MH0457'LINE OF ROAD, 54 FEET E OF N OF A DOUBLE WALNUT TREE, AND IS
 MH0457'BELOW THE SURFACE 4 INCHES.
 MH0457'
 MH0457'THE MARK IS SET.
 MH0457'
 MH0457'REFERENCE MARK NO. 1 IS W OF THE STATION, 1 FOOT E OF FENCE LINE
 MH0457'35 FEET W OF THE CENTER LINE OF ROAD, AND PROJECTS 2 INCHES.
 MH0457'THE MARK IS SET.  THE DISTANCE BETWEEN
 MH0457'THE REFERENCE MARKS IS 278.51 FEET.  REFERENCE MARK NO. 2 IS NW
 MH0457'OF THE STATION, 1 FOOT E OF FENCE LINE, 35 FEET W OF THE CENTER
 MH0457'LINE OF ROAD, PROJECTS 2 INCHES, AND IS SET.
 MH0457'
 MH0457'AZIMUTH MARK WHICH WAS SET AT THIS DATE
 MH0457'IS ESE OF THE STATION, 24 FEET N OF THE CENTER LINE OF
 MH0457'ROAD, 1 FOOT S OF FENCE LINE, 0.8 MILE E OF T-INTERSECTION WHICH
 MH0457'IS 0.15 MILE S OF THE STATION, AND PROJECTS 12 INCHES.
 MH0457'
 MH0457'TO REACH FROM BLAIRSTOWN, GO W ON COUNTY ROAD H FOR 2 MILES
 MH0457'TO CROSSROADS, THENCE S ON DIRT ROAD 2.6 MILES TO THE STATION
 MH0457'ON E SIDE OF ROAD.
 MH0457'
 MH0457'A 100-FOOT SIGNAL AT AMANA COMES INTO VIEW AT 35 FEET, 100-FOOT
 MH0457'SIGNAL AT CONROY COMES INTO VIEW AT 60 FEET, 100-FOOT SIGNAL AT
 MH0457'VAN HORNE COMES INTO VIEW AT 55 FEET, 100-FOOT SIGNAL AT YOUNG
 MH0457'COMES INTO VIEW AT 10 FEET, 100-FOOT SIGNAL AT OLSON COMES INTO
 MH0457'VIEW AT 10 FEET.
 MH0457
 MH0457                          STATION RECOVERY (1941)
 MH0457
 MH0457'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1941
 MH0457'BLAIRS TRAINGULATION STATION RECOVERED AND FOUND IN GOOD
 MH0457'CONDITION.  LOCATED 4.4 MILES NORTH AND 3.5 MILES WEST OF
 MH0457'MARENGO, IOWA AND IS 1/2 MILE NORTH OF THE IOWA-BENTON COUNTY LINE,
 MH0457'IN THE SW 1/4 OF SECTION 34, T82N, R11W, ON LAND BELONGING TO
 MH0457'BERT WANDLING.  THE STATION IS NEAR THE SW CORNER OF A PASTURE,
 MH0457'59.6 FEET EAST OF EAST RIGHT-OF-WAY ROAD FENCE.  93.1 FEET EAST
 MH0457'OF CENTER LINE OF ROAD.  (DOUBLE WALNUT TREES ARE GONE) STATION
 MH0457'IS 4 INCHES BELOW SURFACE.
 MH0457'
 MH0457'REFERENCE MARK NO. 1 FOUND DESTROYED.  REPLACED BY NEW MARKER
 MH0457'REFERENCE NO. 3
 MH0457'
 MH0457'REFERENCE MARKER NO. 2 IS NW OF TRIANGULATION STATION BLAIRS.
 MH0457'5.7 FEET EAST OF WEST RIGHT-A-WAY ROAD FENCE.  62.3 FEET WEST
 MH0457'OF EAST RIGHT-A-WAY ROAD FENCE.  PROJECTS 2 INCHES ABOVE
 MH0457'SURFACE.
 MH0457'
 MH0457'IT WAS FOUND TO HAVE BEEN HIT BY A ROAD GRADER AND MOVED 0.4
 MH0457'FEET WEST BUT NOT BROKEN.
 MH0457'
 MH0457'BLAIRS AZIMUTH STATION WAS RECOVERED AS DESCRIBED AND FOUND TO
 MH0457'BE IN GOOD CONDITION.  THIS MARK WILL BE IN THE WAY OF ROAD
 MH0457'CONSTRUCTION IF THIS HIGHWAY IS IMPROVED IN THE FUTURE.
 MH0457'
 MH0457'REFERENCE MARKER NO. 3 IS WEST OF TRIANGULATION STATION
 MH0457'BLAIRS 125.6 FEET.  1 FOOT EAST OF WEST RIGHT-A-WAY FENCE.
 MH0457'146.6 FEET NW OF WINDMILL PUMP SHAFT.  363.4 FEET SOUTH OF
 MH0457'FENCE RUNNING WEST.  284.4 FEET SOUTH OF REFERENCE MARKER
 MH0457'NO. 2.  66.0 FEET WEST OF EAST RIGHT-A-WAY FENCE.  SET FLUSH
 MH0457'WITH SURFACE.
 MH0457
 MH0457                          STATION RECOVERY (1963)
 MH0457
 MH0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MH0457'THE STATION MARK WAS FOUND 8 INCHES BELOW GROUND SURFACE.
 MH0457'THE MARK IS NOW 94 FET E OF THE CENTER LINE OF THE N-S GRAVEL
 MH0457'ROAD ON FRONT LAWN OF RECENTLY BUILT SMALL WHITE HOUSE, 31.7
 MH0457'FEET NW OF THE NW CORNER OF THE HOUSE, AND 140.2 FEET NE OF
 MH0457'CENTER OF WELL CASING AT CENTER OF WINDMILL.
 MH0457'
 MH0457'REFERENCE MARK 1 WAS NOT FOUND.  REFERENCE MARK 2 IS IN GOOD
 MH0457'CONDITION.  DISTANCE TO R.M. 2 DIFFERED BY 0.15 FEET FROM
 MH0457'ORIGINAL MEASUREMENT.
 MH0457
 MH0457                          STATION RECOVERY (1971)
 MH0457
 MH0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MH0457'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 MH0457'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 3 WAS FOUND
 MH0457'DESTROYED.  THE AZIMUTH MARK WAS RECOVERED BUT LEANING SOUTH
 MH0457'ABOUT 1-1/2 FEET.  NO OBJECTS WERE VISIBLE AT THE STATION SITE
 MH0457'SO A NEW AZIMUTH MARK WAS NOT SET.  EVERGREEN TREES OBSTRUCT
 MH0457'THE VORN HORNE WATER TANK.  THE DISK WAS SALVAGED FROM THE
 MH0457'FROM THE OLD CONCRETE POST FOR THE AZIMUTH MARK.  REFERENCE
 MH0457'MARK NO. 2 WAS OBSTRUCTED BY CORN.
 MH0457'
 MH0457'REFERENCE MARK NO. 4 WAS SET.
 MH0457'
 MH0457'FOLLOWING IS A NEW DESCRIPTION.
 MH0457'
 MH0457'TO REACH THE STATION FROM THE POST OFFICE IN BLAIRSTOWN, GO
 MH0457'SOUTH ON A COUNTY ROAD FOR 1.2 MILES TO A CROSSROAD.  TURN
 MH0457'RIGHT AND GO WEST ON A BLACKTOP ROAD AND GRAVELED ROAD FOR 2.05
 MH0457'MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD
 MH0457'FOR 1.55 MILES TO A FARMYARD AND THE STATION ON THE LEFT.
 MH0457'
 MH0457'STATION MARK, A STANDARD DISK STAMPED BLAIRS 1930, IS SET IN THE
 MH0457'TOP OF A ROUND CONCRETE POST WHICH IS 12 INCHES BELOW THE
 MH0457'SURFACE OF THE GROUND.  IT IS 140.2 FEET NORTHEAST OF THE CENTER
 MH0457'OF WELL CASING AT CENTER OF A WINDMILL, 94 FEET EAST OF THE CENTER
 MH0457'OF GRAVELED ROAD, 57.5 FEET EAST OF A POWERLINE POLE, 53 FEET
 MH0457'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF A ABANDONED HOUSE,
 MH0457'31.7 FEET NORTHWEST OF THE CENTER NORTHWEST CORNER OF THE
 MH0457'HOUSE, AND AT THE SOUTH SIDE OF EVERGREEN TREES USED AS A
 MH0457'SHELTER BELT.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 MH0457'
 MH0457'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLAIRS NO. 2 1930,
 MH0457'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 MH0457'INCHES.  IT IS 94 FEET SOUTH OF A POWERLINE POLE, 31 FEET WEST
 MH0457'OF THE CENTER OF A GRAVELED ROAD, 7 FEET EAST OF A FENCE.
 MH0457'
 MH0457'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BLAIRS 1930 NO. 4
 MH0457'1971, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 MH0457'INCHES.  IT IS 31 FEET EAST OF THE CENTER OF THE ROAD, 4.5
 MH0457'FEET NORTH OF THE NORTH GATE POST AT ENTRANCE, 0.5 FEET WEST OF A
 MH0457'FENCE, AND 1 FOOT NORTH OF A METAL WITNESS POST.  MAGNETIC
 MH0457'COMPASS BEARING FROM STATION IS 231 DEGREES.
 MH0457'
 MH0457'MAGNETIC COMPASS BEARING FROM REFERENCE MARK NO. 4 TO THE
 MH0457'STATION IS 48 DEGREES.
 MH0457'
 MH0457'DISTANCE TO REFERENCE MARK NO. 4 FROM THE STATION IS 71.71 FEET
 MH0457'21.857 METERS.
 MH0457'
 MH0457'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 MH0457'MILES WEST AND 2-3/4 MILES SOUTH OF BLAIRSTOWN
 MH0457
 MH0457                          STATION RECOVERY (2006)
 MH0457
 MH0457'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0457'STATION FOUND IN GOOD CONDITION 7 INCHES BELOW SURFACE IN MEADOW. SKY
 MH0457'VISIBILITY INADEQUATE DUE TO TREES. WINDMILL, HOUSE, AND POWER POLES
 MH0457'APPEAR AS DESCRIBED. RM2 AND RM4 GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0195 ***********************************************************************
 MK0195  DESIGNATION -  BLENCOE AZ MK
 MK0195  PID         -  MK0195
 MK0195  STATE/COUNTY-  IA/MONONA
 MK0195  USGS QUAD   -  BLENCOE (1970)
 MK0195
 MK0195                         *CURRENT SURVEY CONTROL
 MK0195  ___________________________________________________________________
 MK0195* NAD 83(1986)-  41 54 58.     (N)    096 05 21.     (W)     SCALED    
 MK0195* NAVD 88     -       317.495  (meters)    1041.65   (feet)  ADJUSTED  
 MK0195  ___________________________________________________________________
 MK0195  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 MK0195  DYNAMIC HT  -         317.375 (meters)    1041.25  (feet)  COMP
 MK0195  MODELED GRAV-     980,237.5   (mgal)                       NAVD 88
 MK0195
 MK0195  VERT ORDER  -  SECOND    CLASS 0
 MK0195
 MK0195.The horizontal coordinates were scaled from a topographic map and have
 MK0195.an estimated accuracy of +/- 6 seconds.
 MK0195
 MK0195.The orthometric height was determined by differential leveling
 MK0195.and adjusted by the National Geodetic Survey in June 1991..
 MK0195
 MK0195.The geoid height was determined by GEOID03.
 MK0195
 MK0195.The dynamic height is computed by dividing the NAVD 88
 MK0195.geopotential number by the normal gravity value computed on the
 MK0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0195.degrees latitude (g = 980.6199 gals.).
 MK0195
 MK0195.The modeled gravity was interpolated from observed gravity values.
 MK0195
 MK0195;                    North         East    Units  Estimated Accuracy
 MK0195;SPC IA N     - 1,049,510.    1,285,230.      MT  (+/- 180 meters Scaled)
 MK0195
 MK0195                          SUPERSEDED SURVEY CONTROL
 MK0195
 MK0195  NGVD 29 (??/??/92)  317.352  (m)         1041.18   (f) ADJ UNCH    2 0
 MK0195
 MK0195.Superseded values are not recommended for survey control.
 MK0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0195.See file dsdata.txt to determine how the superseded data were derived.
 MK0195
 MK0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM413445(NAD 83)
 MK0195_MARKER: DZ = AZIMUTH MARK DISK
 MK0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0195_STAMPING: BLENCOE 1948
 MK0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0195+STABILITY: SURFACE MOTION
 MK0195
 MK0195  HISTORY     - Date     Condition        Report By
 MK0195  HISTORY     - 1948     MONUMENTED       CGS
 MK0195  HISTORY     - 1982     GOOD             LOCENG
 MK0195
 MK0195                          STATION DESCRIPTION
 MK0195
 MK0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0195'AT BLENCOE.
 MK0195'AT BLENCOE, ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY NO. 75
 MK0195'FROM THE JUNCTION OF NO. 75 AND STATE HIGHWAY NO. 366, 38.0
 MK0195'FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST
 MK0195'INTO A BARN LOT, 18.4 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MK0195'14.6 FEET WEST OF A BOARD FENCE, 2.0 FEET SOUTH OF STATE HIGHWAY
 MK0195'NO. 366 JUNCTION SIGN POST, 1.6 FEET SOUTH OF A REFERENCE
 MK0195'POST, SET IN THE TOP OF A CONCRETE POST AND ABOUT LEVEL WITH
 MK0195'THE GROUND.
 MK0195
 MK0195                          STATION RECOVERY (1982)
 MK0195
 MK0195'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 MK0195'U.S HIGHWAY 175 IS NOW COUNTY ROAD K-45, 27.5 FEET SOUTH OF THE
 MK0195'CENTERLINE OF A PRIVATE ROAD LEADING EAST 35.5 FEET EAST OF THE
 MK0195'CENTERLINE OF COUNTY ROAD K-45 1.0 FOOT EAST OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9100 ***********************************************************************
 AH9100  DESIGNATION -  BLENCOE RESET
 AH9100  PID         -  AH9100
 AH9100  STATE/COUNTY-  IA/MONONA
 AH9100  USGS QUAD   -  BLENCOE (1970)
 AH9100
 AH9100                         *CURRENT SURVEY CONTROL
 AH9100  ___________________________________________________________________
 AH9100* NAD 83(1996)-  41 55 24.17148(N)    096 05 21.89884(W)     ADJUSTED  
 AH9100* NAVD 88     -                                                        
 AH9100  ___________________________________________________________________
 AH9100  X           -    -504,189.890 (meters)                     COMP
 AH9100  Y           -  -4,726,085.557 (meters)                     COMP
 AH9100  Z           -   4,239,468.130 (meters)                     COMP
 AH9100  LAPLACE CORR-          -8.03  (seconds)                    DEFLEC99
 AH9100  ELLIP HEIGHT-         288.06  (meters)          (06/15/04) GPS OBS
 AH9100  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AH9100
 AH9100  HORZ ORDER  -  B
 AH9100  ELLP ORDER  -  FOURTH    CLASS I
 AH9100
 AH9100.The horizontal coordinates were established by GPS observations
 AH9100.and adjusted by the National Geodetic Survey in August 1997..
 AH9100
 AH9100
 AH9100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9100
 AH9100.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9100
 AH9100.The ellipsoidal height was determined by GPS observations
 AH9100.and is referenced to NAD 83.
 AH9100
 AH9100.The geoid height was determined by GEOID03.
 AH9100
 AH9100;                    North         East     Units Scale Factor Converg.
 AH9100;SPC IA N     - 1,050,317.339 1,285,235.056   MT  1.00002909   -1 45 17.9
 AH9100;UTM  14      - 4,645,367.001   741,347.863   MT  1.00031682   +1 56 44.2
 AH9100
 AH9100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9100!SPC IA N     -   0.99995482  x   1.00002909  =   0.99998391
 AH9100!UTM  14      -   0.99995482  x   1.00031682  =   1.00027163
 AH9100
 AH9100:                Primary Azimuth Mark                     Grid Az
 AH9100:SPC IA N     -  BLENCOE AZ MK                            003 28 02.0
 AH9100:UTM  14      -  BLENCOE AZ MK                            359 45 59.9
 AH9100
 AH9100|---------------------------------------------------------------------|
 AH9100| PID    Reference Object                     Distance      Geod. Az  |
 AH9100|                                                           dddmmss.s |
 AH9100| MK0195 BLENCOE AZ MK                                      0014244.1 |
 AH9100| MK1831 BLENCOE RM 3                        APPROX. 0.7 KM 0020144.5 |
 AH9100| CL6910 BLENCOE RM 1                         55.763 METERS 00452     |
 AH9100| CL6911 BLENCOE RM 2                         53.255 METERS 10107     |
 AH9100| NM1662 ONAWA MUNICIPAL TANK                APPROX.11.6 KM 3574158.8 |
 AH9100|---------------------------------------------------------------------|
 AH9100
 AH9100                          SUPERSEDED SURVEY CONTROL
 AH9100
 AH9100  ELLIP H (08/25/97)  288.11   (m)                       GP(       ) 4 1
 AH9100  NAD 83(1996)-  41 55 24.17196(N)    096 05 21.90215(W) AD(       ) 2
 AH9100  NAD 83(1986)-  41 55 24.17447(N)    096 05 21.90103(W) AD(       ) 2
 AH9100
 AH9100.Superseded values are not recommended for survey control.
 AH9100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9100.See file dsdata.txt to determine how the superseded data were derived.
 AH9100
 AH9100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM4134845367(NAD 83)
 AH9100_MARKER: DS = TRIANGULATION STATION DISK
 AH9100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH9100_STAMPING: BLENCOE 1948
 AH9100_MARK LOGO: CGS   
 AH9100_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9100+STABILITY: SURFACE MOTION
 AH9100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9100+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1996
 AH9100
 AH9100  HISTORY     - Date     Condition        Report By
 AH9100  HISTORY     - 1974     MONUMENTED       NGS
 AH9100  HISTORY     - 19960905 GOOD             IADT
 AH9100
 AH9100                          STATION DESCRIPTION
 AH9100
 AH9100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AH9100'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND REFERENCE
 AH9100'MARK 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 AH9100'AZIMUTH MARK WAS SEARCHED FOR AND COULD NOT BE FOUND.  THE
 AH9100'DISTANCE AND DIRECTION TO REFERENCE MARK 2 SHOW THAT THE
 AH9100'REFERENCE MARK HAD BEEN MOVED ABOUT ON LINE AND A GREATER
 AH9100'DISTANCE FROM THE STATION, AS 10 MINUTES 56 SECONDS AND 17.92
 AH9100'FEET DIFFERENCE WERE NOTE THIS DATE.  THE DISTANCE TO REFERENCE
 AH9100'MARK 2 CHECKED THE PREVIOUS DISTANCE GOOD.  A NEW SURFACE
 AH9100'STATION MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK AND
 AH9100'REFERENCE MARK 3 WAS ESTABLISHED FOR THE AZIMUTH MARK AND A
 AH9100'POLARIS OBSERVATION WAS MADE TO VERIFY THE ANGLES.
 AH9100'
 AH9100'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 AH9100'
 AH9100'THE STATION IS ABOUT 1/2 MILE SOUTH OF THE VILLAGE OF BLENCOE,
 AH9100'ON THE WEST RIGHT-OF-WAY OF OLD HIGHWAY 75, NOW NOT NUMBERED
 AH9100'AND IN THE SOUTH EAST CORNER OF THE SOUTHWEST QUARTER OF SEC.
 AH9100'9, T 82 N, R 45 W.
 AH9100'
 AH9100'TO REACH THE STATION FROM THE MAIN CROSSROAD AT THE WEST
 AH9100'EDGE OF BLENCOE, GO SOUTH ON PAVED HIGHWAY FOR 0.05 MILE TO
 AH9100'A DRIVEWAY ON THE LEFT AND REFERENCE MARK 3 ON THE LEFT.
 AH9100'CONTINUE SOUTH ON THE HIGHWAY FOR 0.45 MILE TO CROSSROADS
 AH9100'AND THE STATION ON THE RIGHT IN THE NORTHWEST ANGLE OF THE
 AH9100'INTERSECTION.
 AH9100'
 AH9100'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED BLENCOE
 AH9100'1948 1974, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 AH9100'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 AH9100'IS 49 FEET WEST OF THE CENTER OF THE HIGHWAY, 41 FEET NORTH
 AH9100'OF THE CENTER OF THE GRAVELED ROAD, 18 FEET NORTHWEST OF THE
 AH9100'NORTH END OF A METAL CULVERT UNDER THE EAST-WEST GRAVELED ROAD
 AH9100'AND 1.5 FEET EAST OF A METAL WITNESS POST AT SOUTHEAST CORNER
 AH9100'OF A FIELD.
 AH9100'
 AH9100'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLENCOE NO 1
 AH9100'1948, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 AH9100'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 33
 AH9100'FEET WEST OF THE PAINTED CENTERLINE OF THE HIGHWAY, 1 FOOT
 AH9100'SOUTH OF A METAL WITNESS POST AND NEAR CENTER OF HIGHWAY DITCH.
 AH9100'
 AH9100'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLENCOE NO 2 1948,
 AH9100'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 AH9100'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 124 FEET
 AH9100'EAST OF THE CENTER OF THE HIGHWAY, 72 FEET EAST-SOUTHEAST OF A
 AH9100'CORNER POWER POLE, 15 FEET NORTH OF THE CENTER OF THE GRAVELED
 AH9100'ROAD AND IN THE NORTH SLOPE OF THE ROAD GRADE.
 AH9100'
 AH9100'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BLENCOE 1948 NO 3
 AH9100'1974, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH
 AH9100'A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A 6 INCH PIPE
 AH9100'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 30 FEET EAST
 AH9100'OF THE CENTER OF THE HIGHWAY, 18 FEET SOUTH OF THE CENTER OF
 AH9100'THE DRIVEWAY TO HOUSE AND 1 FOOT SOUTH OF A METAL WITNESS
 AH9100'POST.
 AH9100'
 AH9100'THE L AND S ASSOCIATES PIPE HUB IS A 1-INCH DIAMETER PIPE
 AH9100'DRIVEN IN THE GROUND 2 INCHES BELOW THE SURFACE AND IN THE
 AH9100'WEST SLOPE OF THE HIGHWAY GRADE.
 AH9100
 AH9100                          STATION RECOVERY (1996)
 AH9100
 AH9100'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 AH9100'SURFACE STATION MARK WAS RECOVERED AS DESCRIBED IN 1996.  A WITNESS
 AH9100'POST SIGN (PINK) , NOTING THAT IT IS A H.A.R.N.  STATION, WAS PLACED
 AH9100'O.7 M WEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0881 ***********************************************************************
 ON0881  DESIGNATION -  BLOOM
 ON0881  PID         -  ON0881
 ON0881  STATE/COUNTY-  IA/WINNESHIEK
 ON0881  USGS QUAD   -  POSTVILLE NW (1981)
 ON0881
 ON0881                         *CURRENT SURVEY CONTROL
 ON0881  ___________________________________________________________________
 ON0881* NAD 83(1996)-  43 08 00.49784(N)    091 43 27.32079(W)     ADJUSTED  
 ON0881* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 ON0881  ___________________________________________________________________
 ON0881  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 ON0881  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 ON0881
 ON0881  HORZ ORDER  -  SECOND
 ON0881
 ON0881.The horizontal coordinates were established by classical geodetic methods
 ON0881.and adjusted by the National Geodetic Survey in May 1999..
 ON0881
 ON0881.The orthometric height was scaled from a topographic map.
 ON0881
 ON0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0881
 ON0881.The geoid height was determined by GEOID03.
 ON0881
 ON0881;                    North         East     Units Scale Factor Converg.
 ON0881;SPC IA N     - 1,182,962.020 1,644,468.348   MT  0.99997838   +1 12 12.6
 ON0881;UTM  15      - 4,776,426.607   603,759.025   MT  0.99973244   +0 52 20.3
 ON0881
 ON0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0881!SPC IA N     -   0.99994626  x   0.99997838  =   0.99992465
 ON0881!UTM  15      -   0.99994626  x   0.99973244  =   0.99967872
 ON0881
 ON0881|---------------------------------------------------------------------|
 ON0881| PID    Reference Object                     Distance      Geod. Az  |
 ON0881|                                                           dddmmss.s |
 ON0881| AI2609 BLOOM RM 4                            7.074 METERS 10210     |
 ON0881| AI2519 BLOOM RM 1                           25.040 METERS 15100     |
 ON0881| NJ0836 WEST UNION MUNICIPAL TANK           APPROX.20.3 KM 1991922.4 |
 ON0881| AI2520 BLOOM RM 2                           26.487 METERS 21542     |
 ON0881| ON0895 STAVENGER EV LUTH CH SPIRE          APPROX. 5.7 KM 2351155.7 |
 ON0881| ON0891 FESTINA CATH CH SPIRE               APPROX.11.6 KM 2624552.8 |
 ON0881| AI2610 BLOOM RM 5                            6.547 METERS 26944     |
 ON0881| AI2521 BLOOM AZ MK                                        2830900.9 |
 ON0881| AH2295 BLOOM AZ MK 2                       APPROX. 0.9 KM 2833549.2 |
 ON0881| ON0887 OSSIAN CATH CHURCH SPIRE            APPROX. 2.9 KM 2911116.3 |
 ON0881| ON0883 OSSIAN MUNICIPAL TANK               APPROX. 3.5 KM 2925934.2 |
 ON0881| ON0885 CALMAR MUNICIPAL TANK               APPROX.12.8 KM 2961201.5 |
 ON0881| ON0889 CALMAR LUTHERAN CHURCH SPIRE        APPROX.12.3 KM 2964334.3 |
 ON0881| ON0880 WASHINGTON PRAIRIE LUTH CH          APPROX.11.7 KM 3542502.4 |
 ON0881|---------------------------------------------------------------------|
 ON0881
 ON0881                          SUPERSEDED SURVEY CONTROL
 ON0881
 ON0881  NAD 83(1996)-  43 08 00.49781(N)    091 43 27.32071(W) AD(       ) 2
 ON0881  NAD 83(1986)-  43 08 00.48969(N)    091 43 27.32022(W) AD(       ) 2
 ON0881  NAD 27      -  43 08 00.57710(N)    091 43 26.77340(W) AD(       ) 2
 ON0881
 ON0881.Superseded values are not recommended for survey control.
 ON0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0881.See file dsdata.txt to determine how the superseded data were derived.
 ON0881
 ON0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0375976427(NAD 83)
 ON0881_MARKER: DS = TRIANGULATION STATION DISK
 ON0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0881_STAMPING: BLOOM 1961
 ON0881_MARK LOGO: CGS   
 ON0881_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0881+STABILITY: SURFACE MOTION
 ON0881
 ON0881  HISTORY     - Date     Condition        Report By
 ON0881  HISTORY     - 1961     MONUMENTED       CGS
 ON0881  HISTORY     - 19850615 GOOD             NGS
 ON0881
 ON0881                          STATION DESCRIPTION
 ON0881
 ON0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0881'THE STATION IS ABOUT 2 MILES SOUTHEAST OF OSSIAN, IN A SMALL
 ON0881'PASTURE USED FOR FEEDING CALVES ON THE PROPERTY OF MR. HARLAN
 ON0881'M. NESVIK AND IS IN THE NORTHWEST 1/4 OF SECTION 18, T. 96 N.,
 ON0881'R. 7 W.  IT IS 129 FEET NORTH OF THE NORTHWEST CORNER OF A FRAME
 ON0881'HOUSE, 83 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, LEADING
 ON0881'TO THE NESVIK HOME, 45 FEET NORTH OF A 16 INCH APPLE TREE
 ON0881'AND 43 FEET WEST OF THE NORTHWEST CORNER OF A SHED AND WITNESS
 ON0881'POST.  THE MONUMENT IS 12 INCHES UNDERGROUND AND THE DISK IS
 ON0881'STAMPED BLOOM 1961.
 ON0881'
 ON0881'TO REACH FROM THE U.S. POST OFFICE IN OSSIAN, GO EAST AND SOUTHEAST
 ON0881'ON U.S. HIGHWAY 52 FOR 1.7 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 ON0881'CONTINUE SOUTHEAST ON HIGHWAY 52 FOR 0.3 MILE TO A SIDE ROAD
 ON0881'LEFT.  TURN LEFT AND GO NORTH, EAST AND NORTH (CROSSING TWO
 ON0881'RAILROAD TRACKS) FOR 0.1 MILE TO A DRIVEWAY ON THE RIGHT.  TURN
 ON0881'RIGHT AND GO EAST ON THE DRIVEWAY FOR ABOUT 100 FEET TO THE
 ON0881'STATION ON THE LEFT.
 ON0881'
 ON0881'REFERENCE MARK 1 IS 30 FEET SOUTHWEST OF A 14 INCH PINE TREE,
 ON0881'15 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY AND 13 FEET
 ON0881'SOUTHEAST OF A FENCE CORNER.  THE MONUMENT IS FLUSH AND THE
 ON0881'DISK IS STAMPED BLOOM NO 1 1961.
 ON0881'
 ON0881'REFERENCE MARK 2 IS 30 FEET NORTHWEST OF A 40 INCH MAPLE TREE,
 ON0881'9 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY AND 4 FEET SOUTH
 ON0881'OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON0881'BLOOM NO 2 1961.
 ON0881'
 ON0881'THE AZIMUTH MARK IS 31 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 ON0881'52, 25 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 11 FEET
 ON0881'SOUTHEAST OF A POWER POLE AND 9 FEET SOUTHEAST OF A WITNESS
 ON0881'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BLOOM 1961.
 ON0881'
 ON0881'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ON0881
 ON0881                          STATION RECOVERY (1985)
 ON0881
 ON0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GCS)
 ON0881'THE RECESSED STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 ON0881'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND IS
 ON0881'PRESUMED TO HAVE BEEN DESTROYED BY HIGHWAY CONSTRUCTION.  REFERENCE
 ON0881'MARKS 1 AND 2 ARE NOW OBSTRUCTED BY A 48 FOOT (14.6 M) BY 125 FOOT
 ON0881'(38.1 M) FARM IMPLEMENT SHED.  REFERENCE MARK 4, 5 AND AN AZIMUTH MARK
 ON0881'2 WERE ESTABLISHED THIS DATE.  A CHECK ANGLE WAS OBTAINED TO A DISTANT
 ON0881'LANDMARK, THEREFORE THE UNDERGROUND MARK WAS NOT INSPECTED. A NEW
 ON0881'DESCRIPTION FOLLOWS.  REFERENCE MARKS 1 AND 2, BEING OBSTRUCTED, ARE
 ON0881'NOT INCLUDED.  THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHWEST
 ON0881'OF CASTALIA, 3.2 KM (2.00 MI) SOUTHEAST OF OSSIAN, 0.16 KM (0.10 MI)
 ON0881'NORTHEAST OF U.S HIGHWAY 52, IN THE NW1/4, SEC18, T96N, R7W, ON THE
 ON0881'NORTH SIDE OF A 48 FOOT (14.6 M) BY 125 FOOT (38.1 M) FARM IMPLEMENT
 ON0881'SHED AND ON PROPERTY OWNED BY RICK NESVIK BOX 12A, RURAL ROUTE 1,
 ON0881'OSSIAN, IOWA 52161.  TELEPHONE 319-532-9732.  MR NESVIK LIVES IN THE
 ON0881'HOUSE AT THE STATION SITE.  TO REACH THE STATION FROM THE POST OFFICE
 ON0881'IN OSSIAN, GO SOUTHEAST ON U.S HIGHWAY 52 FOR 2.74 KM (1.70 MI) TO A
 ON0881'SIDE ROAD AND THE AZIMUTH MARK ON THE RIGHT. CONTINUE SOUTHEAST ON THE
 ON0881'HIGHWAY FOR 0.72 KM (0.45 MI) TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 ON0881'AND GO NORTHEAST AND NORTH ON A GRAVELED ROAD FOR 0.16 KM (0.10 MI) TO
 ON0881'THE STATION ON THE RIGHT AT THE FARM OF RICK NESVIK.  THE STATION IS A
 ON0881'STANDARD CGS DISK STAMPED --- BLOOM 1961 ---, 30.0 CM IN DIAMETER
 ON0881'RECESSED 30 CM BELOW THE GROUND. LOCATED 26.36 METERS (86.48 FT) WEST
 ON0881'FROM THE NORTHEAST CORNER OF THE FARM IMPLEMENT SHED, 11.58 METERS
 ON0881'(37.99 FT) EAST FROM THE NORTHWEST CORNER OF THE SHED, 0.91 METERS
 ON0881'(2.99 FT) NORTH FROM THE NORTH SIDE OF THE SHED AND 0.4 METERS (1.3
 ON0881'FT) WEST FROM A WITNESS POST. REFERENCE MARK NO 4 IS A STANDARD NGS
 ON0881'DISK STAMPED --- BLOOM 1961 NO 4 1985 --- SET INTO THE TOP OF A ROUND
 ON0881'CONCRETE MONUMENT 30.0 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED
 ON0881'19.26 METERS (63.19 FT) WEST FROM THE NORTHEAST CORNER OF THE SHED,
 ON0881'19.03 METERS (62.43 FT) EAST FROM THE NORTHWEST CORNER OF THE SHED,
 ON0881'0.30 METERS (0.98 FT) NORTH FROM THE NORTH WALL OF THE SHED AND 0.3
 ON0881'METERS (1.0 FT) HIGHER THAN THE STATION.  REFERENCE MARK NO 5 IS A
 ON0881'STANDARD NGS DISK STAMPED --- BLOOM 1961 NO 5 1985 --- SET INTO THE
 ON0881'TOP OF A ROUND CONCRETE MONUMENT 30.0 CM IN DIAMETER FLUSH WITH THE
 ON0881'GROUND.  LOCATED 5.49 METERS (18.01 FT) EAST FROM THE NORTHWEST CORNER
 ON0881'OF THE SHED, 0.30 METERS (0.98 FT) NORTH FROM THE NORTH WALL OF THE
 ON0881'SHED, AND 0.3 METERS (1.0 FT) HIGHER THAN THE STATION.  AZIMUTH MARK
 ON0881'NO 2 IS A STANDARD NGS DISK STAMPED --- BLOOM 1961 NO 2 1985 --- SET
 ON0881'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.0 CM IN DIAMETER
 ON0881'PROJECTING 10 CM ABOVE THE GROUND.  LOCATED 36.0 METERS (118.1 FT)
 ON0881'SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 18.14 METERS (59.51 FT)
 ON0881'SOUTH FROM A POWERLINE POLE, 14.16 METERS (46.46 FT) WEST FROM THE
 ON0881'CENTERLINE OF THE GRAVELED ROAD AND 0.46 METERS (1.51 FT) NORTH FROM A
 ON0881'WITNESS POST.  IT SHOULD BE NOTED THAT AN ERROR WAS MADE WHEN RMS 4
 ON0881'AND 5 WERE ESTABLISHED, IN THAT REFERENCE MARK 3 WAS NOT SET.  THERE
 ON0881'HAS NEVER BEEN A REFERENCE MARK 3 FOR THIS STATION, THAT NUMBER BEING
 ON0881'INADVERTANTLY OMITTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2295 ***********************************************************************
 AH2295  DESIGNATION -  BLOOM AZ MK 2
 AH2295  PID         -  AH2295
 AH2295  STATE/COUNTY-  IA/WINNESHIEK
 AH2295  USGS QUAD   -  POSTVILLE NW (1981)
 AH2295
 AH2295                         *CURRENT SURVEY CONTROL
 AH2295  ___________________________________________________________________
 AH2295* NAD 83(1996)-  43 08 07.13880(N)    091 44 04.82116(W)     ADJUSTED  
 AH2295* NAVD 88     -       374.     (meters)    1227.     (feet)  SCALED    
 AH2295  ___________________________________________________________________
 AH2295  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 AH2295  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 AH2295
 AH2295  HORZ ORDER  -  THIRD
 AH2295
 AH2295.The horizontal coordinates were established by classical geodetic methods
 AH2295.and adjusted by the National Geodetic Survey in January 2003..
 AH2295
 AH2295.The orthometric height was scaled from a topographic map.
 AH2295
 AH2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2295
 AH2295.The geoid height was determined by GEOID03.
 AH2295
 AH2295;                    North         East     Units Scale Factor Converg.
 AH2295;SPC IA N     - 1,183,149.160 1,643,616.720   MT  0.99997864   +1 11 47.2
 AH2295;UTM  15      - 4,776,618.621   602,908.704   MT  0.99973028   +0 51 54.8
 AH2295
 AH2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2295!SPC IA N     -   0.99994618  x   0.99997864  =   0.99992482
 AH2295!UTM  15      -   0.99994618  x   0.99973028  =   0.99967647
 AH2295
 AH2295                          SUPERSEDED SURVEY CONTROL
 AH2295
 AH2295.No superseded survey control is available for this station.
 AH2295
 AH2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0290976619(NAD 83)
 AH2295_MARKER: DS = TRIANGULATION STATION DISK
 AH2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2295_STAMPING: BLOOM 1961 NO 2 1985
 AH2295_MARK LOGO: NGS   
 AH2295_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2295+STABILITY: SURFACE MOTION
 AH2295
 AH2295  HISTORY     - Date     Condition        Report By
 AH2295  HISTORY     - 1985     MONUMENTED       NGS
 AH2295  HISTORY     - 20031101 POOR             AERSVC
 AH2295
 AH2295                          STATION DESCRIPTION
 AH2295
 AH2295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GCS)
 AH2295'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) NORTHWEST OF CASTALIA,
 AH2295'2.7 KM (1.65 MI) SOUTHEAST OF OSSIAN, AT THE JUNCTION WITH A GRADED
 AH2295'ROAD AND U.S HIGHWAY 52 AND ON RIGHT-OF-WAY.  TO REACH THE STATION
 AH2295'FROM THE POST OFFICE IN OSSIAN, GO SOUTHEAST ON U.S HIGHWAY 52 FOR
 AH2295'2.74 KM (1.70 MI) TO A SIDE ROAD AND THE STATION ON THE RIGHT.  THE
 AH2295'STATION IS A STANDARD NGS DISK STAMPED --- BLOOM 1961 NO 2 1985 ---
 AH2295'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.0 CM IN DIAMETER
 AH2295'PROJECTING 10 CM ABOVE THE GROUND.  LOCATED 36.0 METERS (118.1 FT)
 AH2295'SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 18.14 METERS (59.51 FT)
 AH2295'SOUTH FROM A POWERLINE POLE, 14.16 METERS (46.46 FT) WEST FROM THE
 AH2295'CENTERLINE OF A GRADED ROAD AND 0.46 METERS (1.51 FT) NORTH FROM A
 AH2295'WITNESS POST.
 AH2295
 AH2295                          STATION RECOVERY (2003)
 AH2295
 AH2295'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2003 (BRS)
 AH2295'STATION MOST LIKELY DESTROYED DURING SOME CONSTRUCTION OR MAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0442 ***********************************************************************
 LE0442  DESIGNATION -  BLOOMFIELD 2
 LE0442  PID         -  LE0442
 LE0442  STATE/COUNTY-  IA/DAVIS
 LE0442  USGS QUAD   -  BLOOMFIELD SOUTH (1979)
 LE0442
 LE0442                         *CURRENT SURVEY CONTROL
 LE0442  ___________________________________________________________________
 LE0442* NAD 83(1996)-  40 43 33.45920(N)    092 23 27.63277(W)     ADJUSTED  
 LE0442* NAVD 88     -       265.7    (meters)     872.     (feet)  VERTCON   
 LE0442  ___________________________________________________________________
 LE0442  X           -    -201,947.612 (meters)                     COMP
 LE0442  Y           -  -4,836,463.550 (meters)                     COMP
 LE0442  Z           -   4,139,559.829 (meters)                     COMP
 LE0442  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LE0442  ELLIP HEIGHT-         232.82  (meters)          (05/06/99) GPS OBS
 LE0442  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 LE0442
 LE0442  HORZ ORDER  -  SECOND
 LE0442  ELLP ORDER  -  FOURTH    CLASS I
 LE0442
 LE0442.The horizontal coordinates were established by classical geodetic methods
 LE0442.and adjusted by the National Geodetic Survey in May 1999..
 LE0442.No horizontal observational check was made to the station.
 LE0442
 LE0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0442
 LE0442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LE0442
 LE0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0442
 LE0442.The ellipsoidal height was determined by GPS observations
 LE0442.and is referenced to NAD 83.
 LE0442
 LE0442.The geoid height was determined by GEOID03.
 LE0442
 LE0442;                    North         East     Units Scale Factor Converg.
 LE0442;SPC IA S     -    81,214.027   593,686.355   MT  0.99998251   +0 43 49.8
 LE0442;UTM  15      - 4,508,515.172   551,428.754   MT  0.99963255   +0 23 50.4
 LE0442
 LE0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0442!SPC IA S     -   0.99996348  x   0.99998251  =   0.99994599
 LE0442!UTM  15      -   0.99996348  x   0.99963255  =   0.99959604
 LE0442
 LE0442|---------------------------------------------------------------------|
 LE0442| PID    Reference Object                     Distance      Geod. Az  |
 LE0442|                                                           dddmmss.s |
 LE0442| LE0003 BLOOMFIELD RESET                     85.094 METERS 08607     |
 LE0442| CK7039 BLOOMFIELD 2 RM 6                    33.818 METERS 18301     |
 LE0442| LE0443 BLOOMFIELD AZ MK 2                  456.164 METERS 2661812.6 |
 LE0442| CK7040 BLOOMFIELD 2 RM 7                    15.703 METERS 27008     |
 LE0442| LE0447 BLOOMFIELD DAVIS CTHSE STATUE       APPROX. 3.4 KM 3245216.4 |
 LE0442|---------------------------------------------------------------------|
 LE0442
 LE0442                          SUPERSEDED SURVEY CONTROL
 LE0442
 LE0442  NAD 83(1986)-  40 43 33.46594(N)    092 23 27.64619(W) AD(       ) 2
 LE0442  NAD 27      -  40 43 33.37973(N)    092 23 26.98507(W) AD(       ) 2
 LE0442  NGVD 29 (07/09/90)  265.7    (m)          872.     (f) GPS OBS        
 LE0442
 LE0442.Superseded values are not recommended for survey control.
 LE0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0442.See file dsdata.txt to determine how the superseded data were derived.
 LE0442
 LE0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF5142908515(NAD 83)
 LE0442_MARKER: DH = HORIZONTAL CONTROL DISK
 LE0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0442_SP_SET: CONCRETE POST
 LE0442_STAMPING: BLOOMFIELD 1975
 LE0442_MARK LOGO: NGS   
 LE0442_MAGNETIC: N = NO MAGNETIC MATERIAL
 LE0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0442+STABILITY: SURFACE MOTION
 LE0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0442+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1989
 LE0442
 LE0442  HISTORY     - Date     Condition        Report By
 LE0442  HISTORY     - 1975     MONUMENTED       NGS
 LE0442  HISTORY     - 1975     GOOD             NGS
 LE0442  HISTORY     - 19890812 GOOD             NGS
 LE0442
 LE0442                          STATION DESCRIPTION
 LE0442
 LE0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LE0442'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHEAST OF BLOOMFIELD,
 LE0442'IN THE SOUTHEAST QUARTER OF SEC. 31, T 19 N, R 13 W, AND ON THE
 LE0442'NORTH RIGHT-OF-WAY OF AN EAST-WEST GRAVELED COUNTY ROAD.
 LE0442'
 LE0442'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE IN
 LE0442'BLOOMFIELD, GO EAST AND SOUTH ON STATE HIGHWAY 2 FOR 3.6 MILES
 LE0442'TO A CROSSROAD AND WHERE THE HIGHWAY TURNS EAST.  TURN RIGHT AND GO
 LE0442'WEST ON A GRAVELED ROAD FOR 0.7 MILE TO THE STATION ON THE RIGHT.
 LE0442'
 LE0442'THE STATION MARKS ARE STANDARD DISKS STAMPED BLOOMFIELD 2 1975.  THE
 LE0442'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 LE0442'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 44 FEET
 LE0442'NORTH OF THE CENTER OF THE GRAVELED ROAD, 2.5 FEET EAST-SOUTHEAST
 LE0442'OF A METAL WITNESS POST AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 LE0442'FENCELINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 LE0442'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 LE0442'
 LE0442'REFERENCE MARK 6 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LE0442'BLOOMFIELD 2 NO 6 1975, AND SET FLUSH WITH THE GROUND SURFACE.  IT
 LE0442'IS 67 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 66.5 FEET
 LE0442'SOUTHWEST OF A POWER POLE, 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY
 LE0442'FENCELINE AND 1 FOOT EAST OF A METAL WITNESS POST.
 LE0442'
 LE0442'REFERENCE MARK 7 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LE0442'BLOOMFIELD 2 NO 7 1975, AND SET FLUSH WITH THE GROUND SURFACE.  IT
 LE0442'IS 45 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 0.9 FOOT SOUTH
 LE0442'OF THE NORTH RIGHT-OF-WAY FENCELINE AND 0.7 FOOT EAST OF A METAL
 LE0442'WITNESS POST.
 LE0442'
 LE0442'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLOOMFIELD 1934 1968, SET
 LE0442'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 LE0442'WITH THE GROUND SURFACE.  IT IS 44 FEET SOUTH OF THE CENTER OF THE
 LE0442'GRAVELED ROAD, 12 FEET EAST OF THE CENTER OF A FIELD APPROACH, 2.5
 LE0442'FEET EAST-NORTHEAST OF AN EAST END GATE POST, 1 FOOT NORTH OF A
 LE0442'FENCELINE AND 1 FOOT EAST OF A METAL WITNESS POST.
 LE0442'
 LE0442'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 LE0442'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LE0442'
 LE0442'NEAREST TOWN--BLOOMFIELD.
 LE0442
 LE0442                          STATION RECOVERY (1975)
 LE0442
 LE0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LE0442'RECOVERED IN GOOD CONDITION.
 LE0442
 LE0442                          STATION RECOVERY (1989)
 LE0442
 LE0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LE0442'THE STATION IS LOCATED ABOUT 3.05 KM (1.90 MI) EAST OF BLOOMFIELD, ON
 LE0442'THE NORTH SIDE OF A GRAVEL ROAD AND ABOUT 100 M (328.1 FT) WEST OF THE
 LE0442'JUNCTION OF STATE HIGHWAY 2.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION,
 LE0442'800 LINCOLN WAY, AMES, IA 50010, PHONE (319) 239-1101.
 LE0442'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 AND STATE
 LE0442'HIGHWAY 2, ON THE SOUTH SIDE OF BLOOMFIELD, GO EAST ON STATE HIGHWAY 2
 LE0442'FOR 3.05 KM (1.90 MI) TO THE INTERSECTION OF A GRAVEL ROAD AT THE
 LE0442'START OF A CURVE.  TURN RIGHT, WEST, ON THE GRAVEL ROAD FOR 0.08 KM
 LE0442'(0.05 MI) TO THE STATION ON THE RIGHT.
 LE0442'THE STATION IS A STANDARD HORIZONTAL STATION MARK DISK FLUSH WITH THE
 LE0442'GROUND.  LOCATED ABOUT 100.0 M (328.1 FT) WEST OF THE JUNCTION OF
 LE0442'STATE HIGHWAY 2, 31.1 M (102.0 FT) NORTHWEST AND ACROSS THE ROAD FROM
 LE0442'A POWER POLE, 13.7 M (44.9 FT) NORTH OF THE CENTER OF THE ROAD, 0.7 M
 LE0442'(2.3 FT) EAST OF A METAL WITNESS POST AND 0.2 M (0.7 FT) WEST OF A
 LE0442'FIBERGLASS WITNESS POST.
 LE0442'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0447 ***********************************************************************
 LE0447  DESIGNATION -  BLOOMFIELD DAVIS CTHSE STATUE
 LE0447  PID         -  LE0447
 LE0447  STATE/COUNTY-  IA/DAVIS
 LE0447  USGS QUAD   -  BLOOMFIELD NORTH (1980)
 LE0447
 LE0447                         *CURRENT SURVEY CONTROL
 LE0447  ___________________________________________________________________
 LE0447* NAD 83(1996)-  40 45 04.18195(N)    092 24 51.57292(W)     ADJUSTED  
 LE0447* NAVD 88     -                                                        
 LE0447  ___________________________________________________________________
 LE0447  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 LE0447  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 LE0447
 LE0447  HORZ ORDER  -  THIRD
 LE0447
 LE0447.The horizontal coordinates were established by classical geodetic methods
 LE0447.and adjusted by the National Geodetic Survey in May 1999..
 LE0447
 LE0447
 LE0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0447
 LE0447.The geoid height was determined by GEOID03.
 LE0447
 LE0447;                    North         East     Units Scale Factor Converg.
 LE0447;SPC IA S     -    83,987.422   591,681.760   MT  0.99997898   +0 42 54.5
 LE0447;UTM  15      - 4,511,299.197   549,441.006   MT  0.99963009   +0 22 56.4
 LE0447
 LE0447                          SUPERSEDED SURVEY CONTROL
 LE0447
 LE0447  NAD 83(1986)-  40 45 04.18855(N)    092 24 51.58596(W) AD(       ) 4
 LE0447  NAD 27      -  40 45 04.10600(N)    092 24 50.92600(W) AD(       ) 3
 LE0447
 LE0447.Superseded values are not recommended for survey control.
 LE0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0447.See file dsdata.txt to determine how the superseded data were derived.
 LE0447
 LE0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4944111299(NAD 83)
 LE0447
 LE0447  HISTORY     - Date     Condition        Report By
 LE0447  HISTORY     - 1934     FIRST OBSERVED   CGS
 LE0447
 LE0447                          STATION DESCRIPTION
 LE0447
 LE0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0447'STATION IS THE CENTER OF THE BASE OF THE STATUE OF JUSTICE
 LE0447'SURMOUNTING THE STEEPLE OF THE DAVIS COUNTY COURTHOUSE.  THE
 LE0447'BUILDING IS CONCRETE WITH A SQUARE CONCRETE TOWER RISING
 LE0447'ABOUT 25 FEET ABOVE THE ROOF.  THE TOWER HAS A DOUBLE WINDOW
 LE0447'ON EACH SIDE.  A SQUARE SHEET METAL COVERED STEEPLE RISES ABOUT
 LE0447'25 FEET ABOVE THE TOP OF THE TOWER.  THE STEEPLE HAS A DORMER
 LE0447'WITH A CLOCK ON EACH OF THE FOUR SIDES AT THE BASE.  ABOUT 5
 LE0447'FEET BELOW THE TIP OF THE STEEPLE IS A SMALL SQUARE PLATFORM
 LE0447'WITH A STEEL RAILING.  THE PLATFORM PROJECTS OUTWARD ABOUT 2
 LE0447'FEET FROM THE STEEPLE.  THE STATUE OF JUSTICE IS ON THE TOP
 LE0447'OF THE STEEPLE.  THE BUILDING WAS ERECTED IN 1877.  THE ENTIRE
 LE0447'TOWER, STEEPLE, AND STATUE RISE ABOVE THE TREES AND CAN BE
 LE0447'SEEN FROM THE SURROUNDING COUNTRY.
 LE0447'
 LE0447'THE COURTHOUSE IS AT THE CENTER OF THE PUBLIC SQUARE NEAR THE
 LE0447'CENTER OF THE TOWN BLOOMFIELD, AMONG FRANKLIN, JEFFERSON,
 LE0447'WASHINGTON, AND MADISON STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0003 ***********************************************************************
 LE0003  DESIGNATION -  BLOOMFIELD RESET
 LE0003  PID         -  LE0003
 LE0003  STATE/COUNTY-  IA/DAVIS
 LE0003  USGS QUAD   -  BLOOMFIELD SOUTH (1979)
 LE0003
 LE0003                         *CURRENT SURVEY CONTROL
 LE0003  ___________________________________________________________________
 LE0003* NAD 83(1996)-  40 43 33.64635(N)    092 23 24.01507(W)     ADJUSTED  
 LE0003* NAVD 88     -       265.992  (meters)     872.68   (feet)  ADJUSTED  
 LE0003  ___________________________________________________________________
 LE0003  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 LE0003  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 LE0003  DYNAMIC HT  -         265.861 (meters)     872.25  (feet)  COMP
 LE0003  MODELED GRAV-     980,127.3   (mgal)                       NAVD 88
 LE0003
 LE0003  HORZ ORDER  -  FIRST
 LE0003  VERT ORDER  -  SECOND    CLASS 0
 LE0003
 LE0003.The horizontal coordinates were established by classical geodetic methods
 LE0003.and adjusted by the National Geodetic Survey in May 1999..
 LE0003
 LE0003.The orthometric height was determined by differential leveling
 LE0003.and adjusted by the National Geodetic Survey in June 1991..
 LE0003
 LE0003.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0003
 LE0003.The geoid height was determined by GEOID03.
 LE0003
 LE0003.The dynamic height is computed by dividing the NAVD 88
 LE0003.geopotential number by the normal gravity value computed on the
 LE0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0003.degrees latitude (g = 980.6199 gals.).
 LE0003
 LE0003.The modeled gravity was interpolated from observed gravity values.
 LE0003
 LE0003;                    North         East     Units Scale Factor Converg.
 LE0003;SPC IA S     -    81,220.882   593,771.171   MT  0.99998250   +0 43 52.2
 LE0003;SPC MO C     -   543,066.527   509,292.116   MT  0.99993440   +0 04 18.4
 LE0003;UTM  15      - 4,508,521.532   551,513.579   MT  0.99963266   +0 23 52.8
 LE0003
 LE0003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0003!SPC IA S     -   0.99996341  x   0.99998250  =   0.99994592
 LE0003!SPC MO C     -   0.99996341  x   0.99993440  =   0.99989782
 LE0003!UTM  15      -   0.99996341  x   0.99963266  =   0.99959609
 LE0003
 LE0003:                Primary Azimuth Mark                     Grid Az
 LE0003:SPC IA S     -  DAVIS COUNTY FARM TANK                   101 14 46.7
 LE0003:SPC MO C     -  DAVIS COUNTY FARM TANK                   101 54 20.5
 LE0003:UTM  15      -  DAVIS COUNTY FARM TANK                   101 34 46.1
 LE0003
 LE0003|---------------------------------------------------------------------|
 LE0003| PID    Reference Object                     Distance      Geod. Az  |
 LE0003|                                                           dddmmss.s |
 LE0003| LE0440 DAVIS COUNTY FARM TANK              APPROX. 2.8 KM 1015838.9 |
 LE0003| LE0004 BLOOMFIELD RM 1                      42.197 METERS 13147     |
 LE0003| LE0006 BLOOMFIELD RM 3                      45.083 METERS 13604     |
 LE0003| CK7038 BLOOMFIELD RM 5                      10.138 METERS 23942     |
 LE0003| LE0007 BLOOMFIELD RM 4                      10.177 METERS 24053     |
 LE0003| LE0005 BLOOMFIELD RM 2                      47.561 METERS 25707     |
 LE0003| CK7037 BLOOMFIELD AZ MK                                   2644526.0 |
 LE0003| LE0442 BLOOMFIELD 2                         85.094 METERS 26607     |
 LE0003| LE0443 BLOOMFIELD AZ MK 2                  APPROX. 0.5 KM 2661625.2 |
 LE0003| LE0447 BLOOMFIELD DAVIS CTHSE STATUE       APPROX. 3.5 KM 3234009.8 |
 LE0003| LE0448 BLOOMFIELD MUNICIPAL TANK           APPROX. 3.4 KM 3254502.8 |
 LE0003|---------------------------------------------------------------------|
 LE0003
 LE0003                          SUPERSEDED SURVEY CONTROL
 LE0003
 LE0003  NAD 83(1986)-  40 43 33.65309(N)    092 23 24.02850(W) AD(       ) 1
 LE0003  NAD 27      -  40 43 33.56690(N)    092 23 23.36750(W) AD(       ) 1
 LE0003  NGVD 29 (??/??/92)  265.97   (m)          872.6    (f) COMPUTED    2 0
 LE0003
 LE0003.Superseded values are not recommended for survey control.
 LE0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0003.See file dsdata.txt to determine how the superseded data were derived.
 LE0003
 LE0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF5151408522(NAD 83)
 LE0003_MARKER: DS = TRIANGULATION STATION DISK
 LE0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0003_STAMPING: BLOOMFIELD 1934
 LE0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0003+STABILITY: SURFACE MOTION
 LE0003
 LE0003  HISTORY     - Date     Condition        Report By
 LE0003  HISTORY     - 1974     MONUMENTED       NGS
 LE0003  HISTORY     - 1968     GOOD             NGS
 LE0003  HISTORY     - 1975     GOOD             NGS
 LE0003
 LE0003                          STATION DESCRIPTION
 LE0003
 LE0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LE0003'THE UNDERGROUND (SUB SURFACE) STATION MARK, REFERENCE MARK 3 AND
 LE0003'THE AZIMUTH MARK 1934 1968 WERE RECOVERED AND FOUND IN GOOD
 LE0003'CONDITION. THE SURFACE STATION MARK AND REFERENCE MARK 4 WERE FOUND
 LE0003'TILTED OUT OF POSITION AND IT IS BELIEVED THE MARKS WERE
 LE0003'TILTED WHEN A CABLE WAS BURIED IN THE AREA.  THE SURFACE
 LE0003'STATION MARK WAS RESET DIRECTLY ABOVE THE UNDERGROUND STATION
 LE0003'MARK AND STAMPED BLOOMFIELD 1934 1974, THE UNDERGROUND STATION
 LE0003'MARK WAS NOT DISTURBED.  THE REFERENCE MARK 4 CONCRETE
 LE0003'MONUMENT WAS RESET VERTICAL AND THE DISK WAS STAMPED BLOOMFIELD 1934
 LE0003'NO 5 1974.  THE LINE OF SIGHT TO THE AZIMUTH MARK WAS OBSTRUCTED BY
 LE0003'BRUSH ALONG FENCELINE THIS DATE.  THE 1968 DESCRIPTION IS
 LE0003'ADEQUATE FOR RECOVERY WITH THE EXCEPTION THE RAILROAD TRACK HAS
 LE0003'BEEN REMOVED.
 LE0003'
 LE0003'A NEW METAL WITNESS POST WAS SET 1.5 FEET WEST OF THE STATION MARK,
 LE0003'AND THE SURFACE MARK PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 LE0003'
 LE0003'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF REFERENCE MARK 3.
 LE0003'
 LE0003'A METAL WITNESS POST WAS SET 1.5 FEET NORTH OF REFERENCE MARK 5
 LE0003'AND THE MARK PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 LE0003'
 LE0003'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 LE0003'SOUTHEAST OF BLOOMFIELD.
 LE0003
 LE0003                          STATION RECOVERY (1968)
 LE0003
 LE0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LE0003'2.3 MI SE FROM BLOOMFIELD.
 LE0003'2.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0003'RAILROAD FROM THE STATION AT BLOOMFIELD, AT A ROAD CROSSING, 63
 LE0003'FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 30.5 FEET WEST OF
 LE0003'THE WEST RAIL OF RAILROAD TRACK, AND 1 FOOT SOUTH OF A METAL
 LE0003'WITNESS POST.  IT IS A STANDARD DISK STAMPED BLOOMFIELD 1934, SET
 LE0003'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 LE0003
 LE0003                          STATION RECOVERY (1975)
 LE0003
 LE0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LE0003'THE STATION MARK, REFERENCE MARKS 3 AND 5 AND THE AZIMUTH MARK WERE
 LE0003'RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO CONSTRUCTION OF A NEW
 LE0003'HIGHWAY, THE STATION MARK AND THE REFERENCE MARKS WILL BE
 LE0003'DESTROYED.  STATION BLOOMFIELD 2 AND REFERENCE MARKS 6 AND 7 WERE
 LE0003'ESTABLISHED THIS DATE.  SEE THE DESCRIPTION FOR BLOOMFIELD 2.
 LE0003'
 LE0003'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 LE0003'SOUTHEAST OF BLOOMFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0600 ***********************************************************************
 LE0600  DESIGNATION -  BLOOMPORT
 LE0600  PID         -  LE0600
 LE0600  STATE/COUNTY-  IA/DAVIS
 LE0600  USGS QUAD   -  BLOOMFIELD SOUTH (1979)
 LE0600
 LE0600                         *CURRENT SURVEY CONTROL
 LE0600  ___________________________________________________________________
 LE0600* NAD 83(1996)-  40 43 46.22035(N)    092 25 42.30019(W)     ADJUSTED  
 LE0600* NAVD 88     -       269.5    (meters)     884.     (feet)  VERTCON   
 LE0600  ___________________________________________________________________
 LE0600  X           -    -205,094.471 (meters)                     COMP
 LE0600  Y           -  -4,836,077.000 (meters)                     COMP
 LE0600  Z           -   4,139,860.686 (meters)                     COMP
 LE0600  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 LE0600  ELLIP HEIGHT-         236.71  (meters)          (05/06/99) GPS OBS
 LE0600  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LE0600
 LE0600  HORZ ORDER  -  THIRD
 LE0600  ELLP ORDER  -  FOURTH    CLASS I
 LE0600
 LE0600.The horizontal coordinates were established by GPS observations
 LE0600.and adjusted by the National Geodetic Survey in May 1999..
 LE0600
 LE0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0600
 LE0600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LE0600
 LE0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0600
 LE0600.The ellipsoidal height was determined by GPS observations
 LE0600.and is referenced to NAD 83.
 LE0600
 LE0600.The geoid height was determined by GEOID03.
 LE0600
 LE0600;                    North         East     Units Scale Factor Converg.
 LE0600;SPC IA S     -    81,568.021   590,521.513   MT  0.99998200   +0 42 21.1
 LE0600;UTM  15      - 4,508,887.424   548,267.136   MT  0.99962867   +0 22 22.7
 LE0600
 LE0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0600!SPC IA S     -   0.99996287  x   0.99998200  =   0.99994487
 LE0600!UTM  15      -   0.99996287  x   0.99962867  =   0.99959155
 LE0600
 LE0600:                Primary Azimuth Mark                     Grid Az
 LE0600:SPC IA S     -  BLOOMPORT AZ MK                          358 45 09.8
 LE0600:UTM  15      -  BLOOMPORT AZ MK                          359 05 08.2
 LE0600
 LE0600|---------------------------------------------------------------------|
 LE0600| PID    Reference Object                     Distance      Geod. Az  |
 LE0600|                                                           dddmmss.s |
 LE0600| LE0601 BLOOMPORT AZ MK                     APPROX. 0.8 KM 3592730.9 |
 LE0600|---------------------------------------------------------------------|
 LE0600
 LE0600                          SUPERSEDED SURVEY CONTROL
 LE0600
 LE0600  NAD 83(1986)-  40 43 46.22706(N)    092 25 42.31365(W) AD(       ) 3
 LE0600  NGVD 29 (07/09/90)  269.5    (m)          884.     (f) GPS OBS        
 LE0600
 LE0600.Superseded values are not recommended for survey control.
 LE0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0600.See file dsdata.txt to determine how the superseded data were derived.
 LE0600
 LE0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4826708887(NAD 83)
 LE0600_MARKER: I = METAL ROD
 LE0600_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LE0600_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LE0600_STAMPING: BLOOMPORT 1989
 LE0600_MARK LOGO: NGS   
 LE0600_PROJECTION: FLUSH
 LE0600_MAGNETIC: N = NO MAGNETIC MATERIAL
 LE0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0600+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LE0600_ROD/PIPE-DEPTH: 8.5  meters
 LE0600_SLEEVE-DEPTH  : 0.91 meters
 LE0600
 LE0600  HISTORY     - Date     Condition        Report By
 LE0600  HISTORY     - 1989     MONUMENTED       NGS
 LE0600
 LE0600                          STATION DESCRIPTION
 LE0600
 LE0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LE0600'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTH-SOUTHWEST OF
 LE0600'BLOOMFIELD, AT THE BLOOMFIELD FIELD MUNICIPAL AIRPORT AND AT THE
 LE0600'JUNCTION OF THE ENTRANCE RAMP AND RUNWAY.  OWNERSHIP--CITY OF
 LE0600'BLOOMFIELD, BLOOMFIELD, IA 52537, PHONE (515) 664-1552.  THE AIRPORT
 LE0600'MANAGER IS TERRY DUNKIN.
 LE0600'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 AND STATE
 LE0600'HIGHWAY 2, ON THE SOUTH SIDE OF BLOOMFIELD, GO WEST ON STATE HIGHWAY 2
 LE0600'FOR 0.55 KM (0.35 MI) TO THE JUNCTION OF COUNTY ROAD V 20.  TURN LEFT,
 LE0600'SOUTH, ON COUNTY ROAD V 20 FOR 1.55 KM (0.95 MI) TO THE INTERSECTION
 LE0600'OF A PAVED ROAD AT A WATER TANK.  TURN RIGHT, WEST, ON THE PAVED ROAD
 LE0600'FOR 0.85 KM (0.55 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 LE0600'RIGHT, NORTH, ON THE ENTRANCE ROAD FOR 0.3 KM (0.20 MI) TO A GATE.
 LE0600'BEAR RIGHT, PASSING THROUGH THE GATE, THEN BEAR LEFT ONTO THE APRON
 LE0600'AND ENTRANCE RAMP TO THE JUNCTION OF THE RUNWAY AND THE MARK ON THE
 LE0600'LEFT.
 LE0600'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 LE0600'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 LE0600'SURROUNDED BY CONCRETE.  LOCATED 14.8 M (48.6 FT) WEST OF THE CENTER
 LE0600'OF THE RUNWAY, 13.0 M (42.7 FT) NORTH OF THE CENTER OF THE ENTRANCE
 LE0600'RAMP, 6.8 M (22.3 FT) SOUTH-SOUTHEAST OF THE WEST ONE OF THREE RAMP
 LE0600'LIGHTS AND 6.8 M (22.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 LE0600'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LE0600'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0601 ***********************************************************************
 LE0601  DESIGNATION -  BLOOMPORT AZ MK
 LE0601  PID         -  LE0601
 LE0601  STATE/COUNTY-  IA/DAVIS
 LE0601  USGS QUAD   -  BLOOMFIELD SOUTH (1979)
 LE0601
 LE0601                         *CURRENT SURVEY CONTROL
 LE0601  ___________________________________________________________________
 LE0601* NAD 83(1996)-  40 44 11.17125(N)    092 25 42.61016(W)     ADJUSTED  
 LE0601* NAVD 88     -       268.8    (meters)     882.     (feet)  VERTCON   
 LE0601  ___________________________________________________________________
 LE0601  X           -    -205,080.433 (meters)                     COMP
 LE0601  Y           -  -4,835,574.343 (meters)                     COMP
 LE0601  Z           -   4,140,443.446 (meters)                     COMP
 LE0601  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 LE0601  ELLIP HEIGHT-         235.98  (meters)          (05/06/99) GPS OBS
 LE0601  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LE0601
 LE0601  HORZ ORDER  -  THIRD
 LE0601  ELLP ORDER  -  FOURTH    CLASS I
 LE0601
 LE0601.The horizontal coordinates were established by GPS observations
 LE0601.and adjusted by the National Geodetic Survey in May 1999..
 LE0601
 LE0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0601
 LE0601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LE0601
 LE0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0601
 LE0601.The ellipsoidal height was determined by GPS observations
 LE0601.and is referenced to NAD 83.
 LE0601
 LE0601.The geoid height was determined by GEOID03.
 LE0601
 LE0601;                    North         East     Units Scale Factor Converg.
 LE0601;SPC IA S     -    82,337.516   590,504.759   MT  0.99998102   +0 42 20.9
 LE0601;UTM  15      - 4,509,656.732   548,254.857   MT  0.99962866   +0 22 22.6
 LE0601
 LE0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0601!SPC IA S     -   0.99996298  x   0.99998102  =   0.99994401
 LE0601!UTM  15      -   0.99996298  x   0.99962866  =   0.99959166
 LE0601
 LE0601:                Primary Azimuth Mark                     Grid Az
 LE0601:SPC IA S     -  BLOOMPORT                                178 45 09.8
 LE0601:UTM  15      -  BLOOMPORT                                179 05 08.1
 LE0601
 LE0601|---------------------------------------------------------------------|
 LE0601| PID    Reference Object                     Distance      Geod. Az  |
 LE0601|                                                           dddmmss.s |
 LE0601| LE0600 BLOOMPORT                           APPROX. 0.8 KM 1792730.7 |
 LE0601|---------------------------------------------------------------------|
 LE0601
 LE0601                          SUPERSEDED SURVEY CONTROL
 LE0601
 LE0601  NAD 83(1986)-  40 44 11.17797(N)    092 25 42.62360(W) AD(       ) 3
 LE0601  NGVD 29 (07/09/90)  268.7    (m)          882.     (f) GPS OBS        
 LE0601
 LE0601.Superseded values are not recommended for survey control.
 LE0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0601.See file dsdata.txt to determine how the superseded data were derived.
 LE0601
 LE0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4825509657(NAD 83)
 LE0601_MARKER: I = METAL ROD
 LE0601_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LE0601_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LE0601_STAMPING: BLOOMPORT AZ MK 1989
 LE0601_MARK LOGO: NGS   
 LE0601_PROJECTION: FLUSH
 LE0601_MAGNETIC: N = NO MAGNETIC MATERIAL
 LE0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0601+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LE0601_ROD/PIPE-DEPTH: 8.0  meters
 LE0601_SLEEVE-DEPTH  : 0.91 meters
 LE0601
 LE0601  HISTORY     - Date     Condition        Report By
 LE0601  HISTORY     - 1989     MONUMENTED       NGS
 LE0601
 LE0601                          STATION DESCRIPTION
 LE0601
 LE0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LE0601'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTH-SOUTHWEST OF
 LE0601'BLOOMFIELD, AT THE BLOOMFIELD FIELD MUNICIPAL AIRPORT AND AT THE
 LE0601'TURN-AROUND OF RUNWAY 18.  OWNERSHIP--CITY OF BLOOMFIELD, BLOOMFIELD,
 LE0601'IA 52537, PHONE (515) 664-1552.  THE AIRPORT MANAGER IS TERRY DUNKIN.
 LE0601'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 AND STATE
 LE0601'HIGHWAY 2, ON THE SOUTH SIDE OF BLOOMFIELD, GO WEST ON STATE HIGHWAY 2
 LE0601'FOR 0.55 KM (0.35 MI) TO THE JUNCTION OF COUNTY ROAD V 20.  TURN LEFT,
 LE0601'SOUTH, ON COUNTY ROAD V 20 FOR 1.55 KM (0.95 MI) TO THE INTERSECTION
 LE0601'OF A PAVED ROAD AT A WATER TANK.  TURN RIGHT, WEST, ON THE PAVED ROAD
 LE0601'FOR 0.85 KM (0.55 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 LE0601'RIGHT, NORTH, ON THE ENTRANCE ROAD FOR 0.3 KM (0.20 MI) TO A GATE.
 LE0601'BEAR RIGHT, PASSING THROUGH THE GATE, THEN BEAR LEFT ONTO THE APRON
 LE0601'AND ENTRANCE RAMP TO THE JUNCTION OF THE RUNWAY.  TURN LEFT, NORTH,
 LE0601'ONTO THE RUNWAY FOR 0.8 KM (0.50 MI) TO THE STATION ON THE LEFT.
 LE0601'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 LE0601'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 LE0601'SURROUNDED BY CONCRETE.  LOCATED 20.75 M (68.1 FT) SOUTHEAST OF THE
 LE0601'SOUTHWEST CORNER OF THE TURN-AROUND, 14.7 M (48.2 FT) WEST OF THE
 LE0601'CENTER OF THE RUNWAY, 5.75 M (18.9 FT) SOUTHWEST OF THE CURVED EDGE OF
 LE0601'THE TURN-AROUND AND 0.5 M (1.6 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 LE0601'POST.
 LE0601'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LE0601'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0758 ***********************************************************************
 MG0758  DESIGNATION -  BLUEGRASS
 MG0758  PID         -  MG0758
 MG0758  STATE/COUNTY-  IA/SCOTT
 MG0758  USGS QUAD   -  WALCOTT (1991)
 MG0758
 MG0758                         *CURRENT SURVEY CONTROL
 MG0758  ___________________________________________________________________
 MG0758* NAD 83(1996)-  41 30 59.53746(N)    090 45 54.50114(W)     ADJUSTED  
 MG0758* NAVD 88     -       241.9    (meters)     794.     (feet)  VERTCON   
 MG0758  ___________________________________________________________________
 MG0758  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 MG0758  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 MG0758
 MG0758  HORZ ORDER  -  FIRST
 MG0758
 MG0758.The horizontal coordinates were established by classical geodetic methods
 MG0758.and adjusted by the National Geodetic Survey in May 1999..
 MG0758
 MG0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0758
 MG0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0758
 MG0758.The geoid height was determined by GEOID03.
 MG0758
 MG0758;                    North         East     Units Scale Factor Converg.
 MG0758;SPC IA S     -   172,000.069   728,246.354   MT  0.99996351   +1 48 05.2
 MG0758;SPC IL W     -   538,561.251   650,045.378   MT  0.99997188   -0 23 48.1
 MG0758;SPC IL W     - 1,766,929.70  2,132,690.54   sFT  0.99997188   -0 23 48.1
 MG0758;UTM  15      - 4,598,511.673   686,486.037   MT  1.00002799   +1 28 54.4
 MG0758
 MG0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0758!SPC IA S     -   0.99996719  x   0.99996351  =   0.99993070
 MG0758!SPC IL W     -   0.99996719  x   0.99997188  =   0.99993907
 MG0758!UTM  15      -   0.99996719  x   1.00002799  =   0.99999518
 MG0758
 MG0758:                Primary Azimuth Mark                     Grid Az
 MG0758:SPC IA S     -  DAVENPORT AMER BANK BLDG TWR             085 53 36.1
 MG0758:SPC IL W     -  DAVENPORT AMER BANK BLDG TWR             088 05 29.4
 MG0758:UTM  15      -  DAVENPORT AMER BANK BLDG TWR             086 12 46.9
 MG0758
 MG0758|---------------------------------------------------------------------|
 MG0758| PID    Reference Object                     Distance      Geod. Az  |
 MG0758|                                                           dddmmss.s |
 MG0758| MG0747 DAVENPORT AMER BANK BLDG TWR        APPROX.15.8 KM 0874141.3 |
 MG0758| MG0723 AVIATION BEACON 29                  APPROX.15.2 KM 1610613.3 |
 MG0758| MG0759 BLUEGRASS MUN TANK                  APPROX. 0.7 KM 1783555.2 |
 MG0758| CL8900 BLUEGRASS RM 1                       32.540 METERS 26526     |
 MG0758| CL8902 BLUEGRASS RM 3                       27.054 METERS 27232     |
 MG0758| CL8901 BLUEGRASS RM 2 AZIMUTH                             35637     |
 MG0758| CL8903 BLUEGRASS RM 4 AZIMUTH                             3570852.8 |
 MG0758|---------------------------------------------------------------------|
 MG0758
 MG0758                          SUPERSEDED SURVEY CONTROL
 MG0758
 MG0758  NAD 83(1986)-  41 30 59.53834(N)    090 45 54.51079(W) AD(       ) 1
 MG0758  NAD 27      -  41 30 59.42900(N)    090 45 53.99400(W) AD(       ) 1
 MG0758  NGVD 29 (07/19/86)  242.0    (m)          794.     (f) VERT ANG       
 MG0758
 MG0758.Superseded values are not recommended for survey control.
 MG0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0758.See file dsdata.txt to determine how the superseded data were derived.
 MG0758
 MG0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF8648698512(NAD 83)
 MG0758_MARKER: DS = TRIANGULATION STATION DISK
 MG0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0758+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1999
 MG0758
 MG0758  HISTORY     - Date     Condition        Report By
 MG0758  HISTORY     - 1930     MONUMENTED       CGS
 MG0758  HISTORY     - 1931     GOOD             CGS
 MG0758  HISTORY     - 1934     GOOD             IOWAGS
 MG0758  HISTORY     - 1957     GOOD             CGS
 MG0758  HISTORY     - 1958     GOOD             CGS
 MG0758  HISTORY     - 1969     GOOD             CGS
 MG0758  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 MG0758  HISTORY     - 19990501 GOOD             INDIV
 MG0758
 MG0758                          STATION DESCRIPTION
 MG0758
 MG0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0758'ABOUT 10 MILES WEST OF DAVENPORT, 1/2 MILE NORTH OF THE
 MG0758'VILLAGE OF BLUE GRASS WHICH IS ON STATE HIGHWAY 22, IN THE
 MG0758'SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SEC. 32, T. 78
 MG0758'N., R 2 E., ON CULTIVATED LAND OWNED BY MR. CLAUF HEUER, WHO
 MG0758'LIVES 1/4 MILE NORTH.  THE MARK, WHICH IS 12 INCHES BELOW
 MG0758'THE SURFACE, IS 41.5 FEET EAST OF THE SECTION-LINE ROAD CENTER,
 MG0758'13 FEET NORTH OF THE CENTERLINE OF THE HALF SECTION-LINE ROAD,
 MG0758'AND 3.98 METERS NORTH OF THE FENCE.
 MG0758'
 MG0758'REFERENCE MARK NO. 1 IS 4 INCHES ABOVE THE SURFACE, WEST
 MG0758'OF THE STATION, IN THE EXTREME SOUTHWEST CORNER OF THE QUARTER
 MG0758'SECTION.  IT IS 0.70 METER EAST OF ONE FENCE, 0.69 METER
 MG0758'NORTH OF THE OTHER, AND 13.3 METERS NORTHEAST OF THE INTERSECTION
 MG0758'OF THE CENTERLINE OF THE ROADS.
 MG0758'
 MG0758'REFERENCE MARK NO. 2 IS 4 INCHES ABOVE, NEAR A FENCE CORNER,
 MG0758'1/4 MILE NORTH OF THE HALF SECTION-LINE ROAD, 9.4 METERS
 MG0758'EAST OF THE CENTERLINE OF THE SECTION-LINE ROAD.  IT IS
 MG0758'0.71 METER EAST OF ONE FENCE AND 0.67 METER SOUTH OF THE
 MG0758'OTHER.
 MG0758'
 MG0758'TO REACH FROM DAVENPORT, GO WEST ON STATE HIGHWAY 22 TEN
 MG0758'MILES TO BLUE GRASS, TURN NORTH 1/2 MILE TO STATION.
 MG0758'
 MG0758'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MG0758
 MG0758                          STATION RECOVERY (1931)
 MG0758
 MG0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HWH)
 MG0758'STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  STATION
 MG0758'WAS OCCUPIED ECCENTRICALLY AS PROPERTY OWNER OBJECTED TO
 MG0758'ERECTION OF TOWER.
 MG0758
 MG0758                          STATION RECOVERY (1934)
 MG0758
 MG0758'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MG0758'ABOUT 10 MILES WEST OF DAVENPORT, 1/2 MILE NORTH OF THE VILLAGE
 MG0758'OF BLUE GRASS WHICH IS ON STATE HIGHWAY 22, IN THE SOUTHWEST
 MG0758'CORNER OF THE NORTHWEST QUARTER OF SEC. 32, T. 78 N., R. 2 E.,
 MG0758'ON CULTIVATED LAND OWNED BY MR. CLAUS HEUER, WHO LIVES 1/4
 MG0758'MILE NORTH.  THE MARK, WHICH IS 12 INCHES BELOW THE SURFACE,
 MG0758'IS 41.5 METERS EAST OF THE SECTION-LINE ROAD CENTER, 13
 MG0758'METERS NORTH OF THE CENTERLINE OF THE HALF SECTION-LINE
 MG0758'ROAD AND 3.98 METERS NORTH OF THE FENCE.
 MG0758'
 MG0758'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE
 MG0758'TABLETS SET IN CONCRETE.
 MG0758'
 MG0758'REFERENCE MARK NO. 1 IS 4 INCHES ABOVE THE SURFACE, WEST
 MG0758'OF THE STATION, IN THE EXTREME SOUTHWEST CORNER OF THE QUARTER
 MG0758'SECTION, 0.70 METER EAST OF ONE FENCE, 0.69 METER NORTH OF
 MG0758'THE OTHER, AND 13.3 METERS NORTHEAST OF THE INTERSECTION OF THE
 MG0758'CENTERLINES OF THE ROADS.
 MG0758'
 MG0758'REFERENCE MARK NO. 2 IS 4 INCHES ABOVE, NEAR A FENCE CORNER
 MG0758'1/4 MILE NORTH OF THE HALF SECTION-LINE ROAD, 9.4 METERS
 MG0758'EAST OF THE CENTERLINE OF THE SECTION-LINE ROAD, 0.71 METER
 MG0758'EAST OF ONE FENCE AND 0.67 METER SOUTH OF THE OTHER.
 MG0758'
 MG0758'TO REACH FROM DAVENPORT, GO WEST ON STATE HIGHWAY 22, FOR
 MG0758'10 MILES TO BLUE GRASS, TURN NORTH 1/2 MILE TO STATION.
 MG0758
 MG0758                          STATION RECOVERY (1957)
 MG0758
 MG0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 MG0758'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 MG0758'THE DESCRIPTION IS ADEQUATE EXCEPT THAT THE E-W FENCE AT THE
 MG0758'STATION HAS BEEN MOVED SOMEWHAT.  STATION MARK IS NOW 41.3
 MG0758'FT. N OF THE CENTERLINE OF THE E-W ROAD, 9.3 FT. N OF THE
 MG0758'FENCE LINE.  REFERENCE MARK 1 IS PRECISELY AT THE FENCE CORNER.
 MG0758'THE PROPERTY ON WHICH THE MARKS ARE LOCATED IS NOW OWNED BY
 MG0758'MR. JOHN HERMISTON.
 MG0758
 MG0758                          STATION RECOVERY (1958)
 MG0758
 MG0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 MG0758'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MG0758'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY
 MG0758'BOTH REFERENCE MARKS.  THEY WERE MOVED.  A COMPLETE DESCRIPTION
 MG0758'FOLLOWS--
 MG0758'
 MG0758'STATION IS LOCATED ABOUT 10 MI. W OF DAVENPORT AND 1/2 MI.
 MG0758'N OF THE VILLAGE OF BLUEGRASS IN THE SW CORNER OF THE NW
 MG0758'1/4 OF SEC. 32, T78N., R2E. IN A PASTURE, 133 FT. E OF THE
 MG0758'CENTER OF A GRAVEL ROAD, 88 FT. E OF A FENCE CORNER, 42 FT.
 MG0758'N OF THE CENTER OF A GRAVEL ROAD AND 9 FT. N OF A FENCE.
 MG0758'THE MARK IS 10 IN. BELOW THE SURFACE OF THE GROUND AND THE
 MG0758'DISK IS STAMPED BLUEGRASS 1930.
 MG0758'
 MG0758'REFERENCE MARK 3 IS 88.76 FT. W OF THE STATION, 45 FT. N OF
 MG0758'THE CENTER OF GRAVEL ROAD, 44 FT. E OF THE CENTER OF A GRAVEL
 MG0758'ROAD, 12 FT. N OF A FENCE CORNER AND 1 FT. W OF A FENCE.
 MG0758'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 MG0758'DISK IS STAMPED BLUEGRASS NO 3 1930.
 MG0758'
 MG0758'REFERENCE MARK 4 IS 0.25 MI. N OF THE STATION, 63 FT. S OF
 MG0758'THE CENTER OF A DRIVEWAY TO A FARM, 56 FT. S OF A FENCE
 MG0758'CORNER, 44 FT. E OF THE CENTER OF A GRAVEL ROAD AND 1 FT.
 MG0758'W OF A FENCE.  THE MARK PROJECTS 4 IN. AND THE DISK IS STAMPED
 MG0758'BLUEGRASS NO 4 1930.
 MG0758'
 MG0758'TO REACH THE STATION FROM THE RAILROAD CROSSING IN BLUEGRASS,
 MG0758'GO N ON MAIN STREET FOR 0.6 MI. TO A GRAVEL CROSSROAD AND
 MG0758'THE STATION IN THE NE ANGLE AS DESCRIBED.  TO REACH THE
 MG0758'AZIMUTH MARK FROM THE STATION, GO N FOR 0.25 MI. TO THE
 MG0758'AZIMUTH MARK ON THE RIGHT.
 MG0758
 MG0758                          STATION RECOVERY (1969)
 MG0758
 MG0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0758'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE ALL RECOVERED
 MG0758'AS PREVIOUSLY DESCRIBED IN 1958.  REFERENCE MARK 3 COULD NOT
 MG0758'BE MEASURED TO DUE TO EXTENSIVE DAMAGE TO CORN.  THIS STATION
 MG0758'COULD NOT BE OCCUPIED AT THIS TIME DUE TO POWER LINES AND A
 MG0758'GROUND SET UP COULD NOT BE MADE BECAUSE THERE WAS NOTHING VISIBLE
 MG0758'FOR AN INITIAL FROM THE GROUND.
 MG0758'
 MG0758'FOR THE TO REACH AND DESCRIPTION OF ALL MARKS SEE DESCRIPTION
 MG0758'FOR TRIANGULATION STATION BLUEGRASS RM 5 1969, THEREOF.
 MG0758'
 MG0758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MG0758'1/2 MILE NORTH OF THE VILLAGE OF BLUEGRASS.
 MG0758
 MG0758                          STATION RECOVERY (1996)
 MG0758
 MG0758'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0758'MARK NOT FOUND.
 MG0758
 MG0758                          STATION RECOVERY (1999)
 MG0758
 MG0758'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (CJD)
 MG0758'BURIED IN CULTIVATED FIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0754 ***********************************************************************
 MG0754  DESIGNATION -  BLUEGRASS ATT MWV KBC 78
 MG0754  PID         -  MG0754
 MG0754  STATE/COUNTY-  IA/SCOTT
 MG0754  USGS QUAD   -  DAVENPORT WEST (1991)
 MG0754
 MG0754                         *CURRENT SURVEY CONTROL
 MG0754  ___________________________________________________________________
 MG0754* NAD 83(1996)-  41 30 22.30759(N)    090 40 11.48626(W)     ADJUSTED  
 MG0754* NAVD 88     -                                                        
 MG0754  ___________________________________________________________________
 MG0754  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 MG0754  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MG0754
 MG0754  HORZ ORDER  -  THIRD
 MG0754
 MG0754.The horizontal coordinates were established by classical geodetic methods
 MG0754.and adjusted by the National Geodetic Survey in May 1999..
 MG0754
 MG0754
 MG0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0754
 MG0754.The geoid height was determined by GEOID03.
 MG0754
 MG0754;                    North         East     Units Scale Factor Converg.
 MG0754;SPC IA S     -   171,106.516   736,233.008   MT  0.99996254   +1 51 51.2
 MG0754;SPC IL W     -   537,362.050   657,991.920   MT  0.99996289   -0 20 00.5
 MG0754;SPC IL W     - 1,762,995.33  2,158,761.82   sFT  0.99996289   -0 20 00.5
 MG0754;UTM  15      - 4,597,573.504   694,468.248   MT  1.00006542   +1 32 40.8
 MG0754
 MG0754                          SUPERSEDED SURVEY CONTROL
 MG0754
 MG0754  NAD 83(1986)-  41 30 22.30890(N)    090 40 11.49592(W) AD(       ) 4
 MG0754  NAD 27      -  41 30 22.19674(N)    090 40 10.99115(W) AD(       ) 3
 MG0754
 MG0754.Superseded values are not recommended for survey control.
 MG0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0754.See file dsdata.txt to determine how the superseded data were derived.
 MG0754
 MG0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF9446897574(NAD 83)
 MG0754
 MG0754  HISTORY     - Date     Condition        Report By
 MG0754  HISTORY     - 1969     MONUMENTED       CGS
 MG0754  HISTORY     - 19961113 GOOD             USPSQD
 MG0754
 MG0754                          STATION DESCRIPTION
 MG0754
 MG0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0754'THE STATION IS THE RED LIGHT ATOP THE BLUEGRASS, AMERICAN TELEPHONE
 MG0754'AND TELEGRAPH COMPANY, MICROWAVE TOWER THAT IS LOCATED ABOUT 5
 MG0754'MILES EAST OF BLUEGRASS AND JUST WEST OF THE DAVENPORT CITY LIMITS
 MG0754'ALONG THE SOUTH SIDE OF U.S. HIGHWAY 61.  THE TOWER IS A FOUR
 MG0754'LEGGED STRUCTURE, PAINTED IN ALTERNATE BANDS OF RED AND WHITE
 MG0754'WITH FIVE FAN SHAPED ANTENNAS LOCATED NEAR THE TOP.  IT IS 163
 MG0754'FEET IN HEIGHT.
 MG0754
 MG0754                          STATION RECOVERY (1996)
 MG0754
 MG0754'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0759 ***********************************************************************
 MG0759  DESIGNATION -  BLUEGRASS MUN TANK
 MG0759  PID         -  MG0759
 MG0759  STATE/COUNTY-  IA/SCOTT
 MG0759  USGS QUAD   -  WALCOTT (1991)
 MG0759
 MG0759                         *CURRENT SURVEY CONTROL
 MG0759  ___________________________________________________________________
 MG0759* NAD 83(1996)-  41 30 37.61549(N)    090 45 53.78770(W)     ADJUSTED  
 MG0759* NAVD 88     -                                                        
 MG0759  ___________________________________________________________________
 MG0759  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 MG0759  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MG0759
 MG0759  HORZ ORDER  -  THIRD
 MG0759
 MG0759.The horizontal coordinates were established by classical geodetic methods
 MG0759.and adjusted by the National Geodetic Survey in May 1999..
 MG0759
 MG0759
 MG0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0759
 MG0759.The geoid height was determined by GEOID03.
 MG0759
 MG0759;                    North         East     Units Scale Factor Converg.
 MG0759;SPC IA S     -   171,324.632   728,284.150   MT  0.99996293   +1 48 05.7
 MG0759;SPC IL W     -   537,884.856   650,057.239   MT  0.99997186   -0 23 47.5
 MG0759;SPC IL W     - 1,764,710.57  2,132,729.46   sFT  0.99997186   -0 23 47.5
 MG0759;UTM  15      - 4,597,835.992   686,520.064   MT  1.00002815   +1 28 54.2
 MG0759
 MG0759                          SUPERSEDED SURVEY CONTROL
 MG0759
 MG0759  NAD 83(1986)-  41 30 37.61756(N)    090 45 53.79765(W) AD(       ) 4
 MG0759  NAD 27      -  41 30 37.53242(N)    090 45 53.28737(W) AD(       ) 3
 MG0759
 MG0759.Superseded values are not recommended for survey control.
 MG0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0759.See file dsdata.txt to determine how the superseded data were derived.
 MG0759
 MG0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF8652097836(NAD 83)
 MG0759_MARKER: 53 = ELEVATED TANK
 MG0759
 MG0759  HISTORY     - Date     Condition        Report By
 MG0759  HISTORY     - 1969     FIRST OBSERVED   CGS
 MG0759  HISTORY     - 19961113 GOOD             USPSQD
 MG0759
 MG0759                          STATION DESCRIPTION
 MG0759
 MG0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0759'THE STATION IS THE FINIAL KNOB ATOP THE BLUEGRASS, MUNICIPAL WATER
 MG0759'TANK THAT IS LOCATED IN THE NORTHEAST SECTION OF BLUEGRASS AT THE
 MG0759'INTERSECTION OF N. NEISSE ST. AND E. ORPHED ST.  THE TANK IS
 MG0759'CYLINDRICAL IN SHAPE, SUPPORTED BY FOUR LEGS AND PAINTED ALUMINUM
 MG0759'IN COLOR WITH A RED TOP.  IT IS ABOUT 120 FEET IN HEIGHT.
 MG0759
 MG0759                          STATION RECOVERY (1996)
 MG0759
 MG0759'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0760 ***********************************************************************
 MG0760  DESIGNATION -  BLUEGRASS RM 5
 MG0760  PID         -  MG0760
 MG0760  STATE/COUNTY-  IA/SCOTT
 MG0760  USGS QUAD   -  WALCOTT (1991)
 MG0760
 MG0760                         *CURRENT SURVEY CONTROL
 MG0760  ___________________________________________________________________
 MG0760* NAD 83(1996)-  41 30 58.47849(N)    090 45 58.53551(W)     ADJUSTED  
 MG0760* NAVD 88     -       241.3    (meters)     792.     (feet)  VERTCON   
 MG0760  ___________________________________________________________________
 MG0760  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 MG0760  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 MG0760
 MG0760  HORZ ORDER  -  FIRST
 MG0760
 MG0760.The horizontal coordinates were established by classical geodetic methods
 MG0760.and adjusted by the National Geodetic Survey in May 1999..
 MG0760
 MG0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0760
 MG0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0760
 MG0760.The geoid height was determined by GEOID03.
 MG0760
 MG0760;                    North         East     Units Scale Factor Converg.
 MG0760;SPC IA S     -   171,964.476   728,153.883   MT  0.99996348   +1 48 02.6
 MG0760;SPC IL W     -   538,529.231   649,951.609   MT  0.99997199   -0 23 50.8
 MG0760;SPC IL W     - 1,766,824.65  2,132,382.90   sFT  0.99997199   -0 23 50.8
 MG0760;UTM  15      - 4,598,476.594   686,393.363   MT  1.00002757   +1 28 51.7
 MG0760
 MG0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0760!SPC IA S     -   0.99996728  x   0.99996348  =   0.99993076
 MG0760!SPC IL W     -   0.99996728  x   0.99997199  =   0.99993927
 MG0760!UTM  15      -   0.99996728  x   1.00002757  =   0.99999485
 MG0760
 MG0760:                Primary Azimuth Mark                     Grid Az
 MG0760:SPC IA S     -  BLUEGRASS RM 4 AZIMUTH                   006 02 47.4
 MG0760:SPC IL W     -  BLUEGRASS RM 4 AZIMUTH                   008 14 40.8
 MG0760:UTM  15      -  BLUEGRASS RM 4 AZIMUTH                   006 21 58.3
 MG0760
 MG0760|---------------------------------------------------------------------|
 MG0760| PID    Reference Object                     Distance      Geod. Az  |
 MG0760|                                                           dddmmss.s |
 MG0760| CL8903 BLUEGRASS RM 4 AZIMUTH                             0075050.0 |
 MG0760| MG0755 DAVENPORT GAS ELEC MWV KGT 94       APPROX. 9.2 KM 0445012.6 |
 MG0760| CL8902 BLUEGRASS RM 3                       65.496 METERS 06301     |
 MG0760| MG0758 BLUEGRASS                            99.088 METERS 07045     |
 MG0760| MG0674 BETTENDORF TV STA WOC MAST          APPROX.24.4 KM 0814807.7 |
 MG0760| MG0754 BLUEGRASS ATT MWV KBC 78            APPROX. 8.1 KM 0975144.3 |
 MG0760| MG0759 BLUEGRASS MUN TANK                  APPROX. 0.7 KM 1701735.2 |
 MG0760| MG0761 BLUEGRASS RM A                       28.845 METERS 23622     |
 MG0760|---------------------------------------------------------------------|
 MG0760
 MG0760                          SUPERSEDED SURVEY CONTROL
 MG0760
 MG0760  NAD 83(1986)-  41 30 58.47931(N)    090 45 58.54534(W) AD(       ) 1
 MG0760  NAD 27      -  41 30 58.37013(N)    090 45 58.02830(W) AD(       ) 1
 MG0760  NGVD 29 (07/19/86)  241.4    (m)          792.     (f) VERT ANG       
 MG0760
 MG0760.Superseded values are not recommended for survey control.
 MG0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0760.See file dsdata.txt to determine how the superseded data were derived.
 MG0760
 MG0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF8639398477(NAD 83)
 MG0760_MARKER: DS = TRIANGULATION STATION DISK
 MG0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0760+STABILITY: SURFACE MOTION
 MG0760
 MG0760  HISTORY     - Date     Condition        Report By
 MG0760  HISTORY     - 1969     MONUMENTED       CGS
 MG0760  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 MG0760
 MG0760                          STATION DESCRIPTION
 MG0760
 MG0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0760'THE STATION IS LOCATED ABOUT 10 MILES WEST OF DAVENPORT, 1/2
 MG0760'MILE NORTH OF THE MAIN INTERSECTION IN THE VILLAGE OF BLUEGRASS
 MG0760'AND ON PROPERTY OWNED BY MR. W. W. GLESS.
 MG0760'
 MG0760'TO REACH FROM THE POST OFFICE IN BLUEGRASS GO WEST ON U.S. HIGHWAY
 MG0760'61 FOR 0.05 MILE TO A CROSSROADS.  TURN RIGHT AND GO NORTH ON A
 MG0760'PAVED STREET FOR 0.5 MILE TO A CROSSROADS AND THE STATION IN THE
 MG0760'SOUTHWEST ANGLE AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM
 MG0760'THIS POINT, CONTINUE NORTH ON PAVED ROAD FOR 0.25 MILE TO A
 MG0760'DRIVEWAY AND THE AZIMUTH MARK ON THE RIGHT.
 MG0760'
 MG0760'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED,
 MG0760'BLUEGRASS 1930 RM 5 1969, SET IN THE TOP OF A CONCRETE CYLINDER
 MG0760'WHICH IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 140.5 FEET
 MG0760'WEST SOUTHWEST OF A POWER POLE, 109 FEET NORTH OF THE NORTHWEST
 MG0760'CORNER OF A HOUSE AND 66 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 MG0760'STREET.
 MG0760'
 MG0760'THE OLD STATION IS A STANDARD DISK STAMPED, BLUEGRASS 1930, SET
 MG0760'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 18 INCHES BELOW
 MG0760'THE GROUND SURFACE.  IT IS 87 FEET EAST OF THE EAST RIGHT-OF-WAY
 MG0760'FENCE LINE, 41 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET,
 MG0760'9 FEET NORTH OF AN EAST-WEST RIGHT-OF-WAY FENCE LINE AND IN THE
 MG0760'NORTH-EAST ANGLE OF THE CROSSROADS.
 MG0760'
 MG0760'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, BLUEGRASS NO 3
 MG0760'1930, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MG0760'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 48 FEET EAST OF
 MG0760'THE CENTER OF THE PAVED STREET, 13 FEET NORTH OF A POWER LINE
 MG0760'POLE AND 3 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 MG0760'ATTACHED.
 MG0760'
 MG0760'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED,
 MG0760'BLUEGRASS NO 4 1930, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 MG0760'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 65 FEET
 MG0760'SOUTH OF THE CENTER OF A DRIVEWAY, 49.5 FEET EAST OF THE CENTER
 MG0760'OF THE PAVED ROAD AND 1 FOOT WEST OF A METAL WITNESS POST WITH
 MG0760'SIGN ATTACHED.
 MG0760'
 MG0760'NOTE--THE ABOVE TRAVERSE DISTANCES WERE REDUCED TO SEA LEVEL.
 MG0760'
 MG0760'THE 1930 STATION COULD NOT BE OCCUPIED AT THIS TIME DUE
 MG0760'TO POWER LINES.
 MG0760'
 MG0760'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
 MG0760
 MG0760                          STATION RECOVERY (1996)
 MG0760
 MG0760'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0761 ***********************************************************************
 MG0761  DESIGNATION -  BLUEGRASS RM A
 MG0761  PID         -  MG0761
 MG0761  STATE/COUNTY-  IA/SCOTT
 MG0761  USGS QUAD   -  WALCOTT (1991)
 MG0761
 MG0761                         *CURRENT SURVEY CONTROL
 MG0761  ___________________________________________________________________
 MG0761* NAD 83(1996)-  41 30 57.96064(N)    090 45 59.57126(W)     ADJUSTED  
 MG0761* NAVD 88     -       241.4    (meters)     792.     (feet)  VERTCON   
 MG0761  ___________________________________________________________________
 MG0761  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 MG0761  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 MG0761
 MG0761  HORZ ORDER  -  FIRST
 MG0761
 MG0761.The horizontal coordinates were established by classical geodetic methods
 MG0761.and adjusted by the National Geodetic Survey in May 1999..
 MG0761
 MG0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0761
 MG0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0761
 MG0761.The geoid height was determined by GEOID03.
 MG0761
 MG0761;                    North         East     Units Scale Factor Converg.
 MG0761;SPC IA S     -   171,947.754   728,130.381   MT  0.99996347   +1 48 01.9
 MG0761;SPC IL W     -   538,513.422   649,927.483   MT  0.99997202   -0 23 51.5
 MG0761;SPC IL W     - 1,766,772.79  2,132,303.75   sFT  0.99997202   -0 23 51.5
 MG0761;UTM  15      - 4,598,460.002   686,369.767   MT  1.00002746   +1 28 51.0
 MG0761
 MG0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0761!SPC IA S     -   0.99996727  x   0.99996347  =   0.99993074
 MG0761!SPC IL W     -   0.99996727  x   0.99997202  =   0.99993929
 MG0761!UTM  15      -   0.99996727  x   1.00002746  =   0.99999472
 MG0761
 MG0761:                Primary Azimuth Mark                     Grid Az
 MG0761:SPC IA S     -  DAVENPORT GAS ELEC MWV KGT 94            043 04 18.9
 MG0761:SPC IL W     -  DAVENPORT GAS ELEC MWV KGT 94            045 16 12.3
 MG0761:UTM  15      -  DAVENPORT GAS ELEC MWV KGT 94            043 23 29.8
 MG0761
 MG0761|---------------------------------------------------------------------|
 MG0761| PID    Reference Object                     Distance      Geod. Az  |
 MG0761|                                                           dddmmss.s |
 MG0761| MG0755 DAVENPORT GAS ELEC MWV KGT 94       APPROX. 9.2 KM 0445220.8 |
 MG0761| MG0760 BLUEGRASS RM 5                       28.845 METERS 05622     |
 MG0761| MG0674 BETTENDORF TV STA WOC MAST          APPROX.24.4 KM 0814622.4 |
 MG0761| MG0754 BLUEGRASS ATT MWV KBC 78            APPROX. 8.1 KM 0974339.8 |
 MG0761| MG0759 BLUEGRASS MUN TANK                  APPROX. 0.6 KM 1675618.8 |
 MG0761| MG0764 DURANT RM 3                         APPROX.11.3 KM 3021403.4 |
 MG0761|---------------------------------------------------------------------|
 MG0761
 MG0761                          SUPERSEDED SURVEY CONTROL
 MG0761
 MG0761  NAD 83(1986)-  41 30 57.96162(N)    090 45 59.58079(W) AD(       ) 1
 MG0761  NAD 27      -  41 30 57.85232(N)    090 45 59.06403(W) AD(       ) 1
 MG0761  NGVD 29 (07/19/86)  241.5    (m)          792.     (f) VERT ANG       
 MG0761
 MG0761.Superseded values are not recommended for survey control.
 MG0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0761.See file dsdata.txt to determine how the superseded data were derived.
 MG0761
 MG0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF8637098460(NAD 83)
 MG0761_MARKER: DS = TRIANGULATION STATION DISK
 MG0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0761+STABILITY: SURFACE MOTION
 MG0761
 MG0761  HISTORY     - Date     Condition        Report By
 MG0761  HISTORY     - 1969     MONUMENTED       CGS
 MG0761  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 MG0761
 MG0761                          STATION DESCRIPTION
 MG0761
 MG0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0761'THE STATION IS LOCATED ABOUT 10 MILES WEST OF DAVENPORT, 1/2 MILE
 MG0761'NORTH OF THE MAIN INTERSECTION IN THE VILLAGE OF BLUEGRASS AND
 MG0761'ON PROPERTY OWNED BY MR. W.W. GLESS.
 MG0761'
 MG0761'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK
 MG0761'STAMPED BLUEGRASS RM A 1969, SET IN THE TOP OF A ROUND CONCRETE
 MG0761'MONUMENT THAT IS 12 INCHES IN DIAMETER AND IS 16 INCHES BELOW THE
 MG0761'GROUND SURFACE.  IT IS 120 FEET SOUTH OF A PAVED ROAD, 107 FEET
 MG0761'EAST OF THE CENTER OF A PAVED ROAD, 90.5 FEET SOUTH OF A
 MG0761'TELEPHONE POLE, AND 59.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 MG0761'OF A GARAGE.
 MG0761'
 MG0761'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BLUEGRASS
 MG0761'RM 5 1969 AND THE DISTANCE REDUCED TO SEA LEVEL IS NOTED BELOW.
 MG0761'
 MG0761'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR BLUEGRASS
 MG0761'RM 5 1969.
 MG0761
 MG0761                          STATION RECOVERY (1996)
 MG0761
 MG0761'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1693 ***********************************************************************
 NM1693  DESIGNATION -  BLUFF
 NM1693  PID         -  NM1693
 NM1693  STATE/COUNTY-  IA/WOODBURY
 NM1693  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1693
 NM1693                         *CURRENT SURVEY CONTROL
 NM1693  ___________________________________________________________________
 NM1693* NAD 83(1996)-  42 27 46.01982(N)    096 22 41.16675(W)     ADJUSTED  
 NM1693* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 NM1693  ___________________________________________________________________
 NM1693  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 NM1693  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 NM1693
 NM1693  HORZ ORDER  -  THIRD
 NM1693
 NM1693.The horizontal coordinates were established by classical geodetic methods
 NM1693.and adjusted by the National Geodetic Survey in May 1999..
 NM1693
 NM1693.The orthometric height was scaled from a topographic map.
 NM1693
 NM1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1693
 NM1693.The geoid height was determined by GEOID03.
 NM1693
 NM1693;                    North         East     Units Scale Factor Converg.
 NM1693;SPC IA N     - 1,110,971.071 1,263,339.771   MT  0.99995173   -1 57 02.2
 NM1693;SPC NE       -   298,187.099   797,745.722   MT  0.99979820   +2 24 00.8
 NM1693;UTM  14      - 4,704,491.625   715,565.723   MT  1.00017176   +1 46 14.7
 NM1693
 NM1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1693!SPC IA N     -   0.99994558  x   0.99995173  =   0.99989731
 NM1693!SPC NE       -   0.99994558  x   0.99979820  =   0.99974379
 NM1693!UTM  14      -   0.99994558  x   1.00017176  =   1.00011733
 NM1693
 NM1693:                Primary Azimuth Mark                     Grid Az
 NM1693:SPC IA N     -  BLUFF AZ MK                              115 37 07.0
 NM1693:SPC NE       -  BLUFF AZ MK                              111 16 04.0
 NM1693:UTM  14      -  BLUFF AZ MK                              111 53 50.1
 NM1693
 NM1693|---------------------------------------------------------------------|
 NM1693| PID    Reference Object                     Distance      Geod. Az  |
 NM1693|                                                           dddmmss.s |
 NM1693| CO2260 BLUFF AZ MK                                        1134004.8 |
 NM1693| CO2261 BLUFF RM 1                           23.640 METERS 12314     |
 NM1693| CO2262 BLUFF RM 2                           32.647 METERS 16344     |
 NM1693| NM1692 SIOUX CITY MUN APT CONTROL TWR      APPROX. 6.9 KM 1794424.2 |
 NM1693| NM1724 DAKOTA CITY MUNICIPAL TANK          APPROX. 6.2 KM 2121721.4 |
 NM1693| NM1722 DAKOTA CITY KTRI MAST S OF 4        APPROX. 7.0 KM 2150516.7 |
 NM1693| NM1727 DAKOTA CITY KTRI MAST 3RD OF 4      APPROX. 6.9 KM 2152132.3 |
 NM1693| NM1725 DAKOTA CITY KTRI MAST 2ND OF 4      APPROX. 6.9 KM 2153756.7 |
 NM1693| NM1726 DAKOTA CITY KTRI MAST N OF 4        APPROX. 6.9 KM 2155431.3 |
 NM1693| NM1721 DAKOTA CITY KWSR RADIO MAST         APPROX. 4.2 KM 2272908.4 |
 NM1693| NM1719 SOUTH SIOUX CITY MUNICIPAL TK       APPROX. 3.2 KM 2934043.8 |
 NM1693|---------------------------------------------------------------------|
 NM1693
 NM1693                          SUPERSEDED SURVEY CONTROL
 NM1693
 NM1693  NAD 83(1996)-  42 27 46.01983(N)    096 22 41.16676(W) AD(       ) 3
 NM1693  NAD 83(1996)-  42 27 46.01978(N)    096 22 41.16682(W) AD(       ) 3
 NM1693  NAD 83(1996)-  42 27 46.01903(N)    096 22 41.16739(W) AD(       ) 3
 NM1693  NAD 83(1986)-  42 27 46.02245(N)    096 22 41.16770(W) AD(       ) 3
 NM1693  NAD 27      -  42 27 46.04700(N)    096 22 40.05900(W) AD(       ) 3
 NM1693
 NM1693.Superseded values are not recommended for survey control.
 NM1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1693.See file dsdata.txt to determine how the superseded data were derived.
 NM1693
 NM1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1556604492(NAD 83)
 NM1693_MARKER: DS = TRIANGULATION STATION DISK
 NM1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1693+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 NM1693
 NM1693  HISTORY     - Date     Condition        Report By
 NM1693  HISTORY     - 1948     MONUMENTED       CGS
 NM1693  HISTORY     - 20050713 GOOD             GEOCAC
 NM1693
 NM1693                          STATION DESCRIPTION
 NM1693
 NM1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1693'STATION IS LOCATED IN SOUTHEAST EDGE OF SIOUX CITY BETWEEN
 NM1693'U.S. HIGHWAY 75 AND THE MISSOURI RIVER AT LEWIS AND CLARK
 NM1693'MONUMENT WHICH IS ABOUT 75 FEET HIGH AND SIMILAR IN CONSTRUCTION
 NM1693'TO THE WASHINGTON MONUMENT.  STATION IS 62 FEET NORTHWEST OF
 NM1693'THE NORTHWEST CORNER OF IRON PICKET FENCE WHICH ENCLOSES
 NM1693'MONUMENT, 7 FEET WEST OF WITNESS POST AND 6 FEET NORTH OF IRON
 NM1693'GUARD RAIL AROUND PAVED DRIVE.  THE MARK IS FLUSH WITH THE
 NM1693'GROUND AND THE DISK IS STAMPED BLUFF 1948.
 NM1693'
 NM1693'REFERENCE MARK NO. 1 IS 77.56 FEET EAST SOUTHEAST OF STATION
 NM1693'AND 6 FEET NORTHEAST OF NORTHEAST CORNER OF IRON PICKET FENCE.
 NM1693'THE MARK IS SET FLUSH IN A DRILLHOLE IN THE CONCRETE BASE OF
 NM1693'MONUMENT AND THE DISK IS STAMPED BLUFF NO 1 1948.
 NM1693'
 NM1693'REFERENCE MARK NO. 2 IS 107.11 FEET SOUTH OF STATION AND 38
 NM1693'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF IRON PICKET FENCE.
 NM1693'THE MARK IS SET FLUSH IN A DRILLHOLE IN THE CONCRETE WHICH
 NM1693'ALSO SUPPORTS ONE OF THE IRON GUARD RAIL POST AND THE DISK IS
 NM1693'STAMPED BLUFF NO 2 1948.
 NM1693'
 NM1693'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTHEAST OF STATION,
 NM1693'50 PACES EAST OF LARGE BILLBOARD, 2 FEET WEST OF WITNESS POST
 NM1693'AND 1.5 FEET NORTH OF FENCELINE.  THE MARK PROJECTS ABOUT
 NM1693'4 INCHES AND THE DISK IS STAMPED BLUFF 1948.
 NM1693'
 NM1693'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAYS 20 AND 75 IN
 NM1693'EAST EDGE OF SIOUX CITY GO SOUTH, WEST AND SOUTH ON U.S.
 NM1693'HIGHWAY 75 FOR 2.15 MILES.  TURN RIGHT ON DIRT ROAD AND GO
 NM1693'EAST 0.15 MILE TO MONUMENT AND STATION AS DESCRIBED.
 NM1693'
 NM1693'TO REACH AZIMUTH MARK FROM STATION RETURN TO HIGHWAY AND PACK
 NM1693'EAST UP BLUFF TO AZIMUTH ALONG FENCELINE AS DESCRIBED.
 NM1693'
 NM1693'A 4 FOOT SIGNAL AT STATION SERG 1934 IS VISIBLE FROM THE GROUND.
 NM1693'
 NM1693'A 74 FOOT SIGNAL AT STATION AIR IS VISIBLE FROM THE GROUND.
 NM1693'
 NM1693'A 100 FOOT SIGNAL AT STATION DAKOTA IS VISIBLE FROM THE GROUND.
 NM1693'
 NM1693'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1693
 NM1693                          STATION RECOVERY (2005)
 NM1693
 NM1693'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM1693'STATION FOUND IN GOOD CONDITION, REFERENCE MARK NO. 1 AND REFERENCE
 NM1693'MARK NO. 2 WERE NOT FOUND, AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1208 ***********************************************************************
 MJ1208  DESIGNATION -  BLUFFS 1
 MJ1208  PID         -  MJ1208
 MJ1208  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1208  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ1208
 MJ1208                         *CURRENT SURVEY CONTROL
 MJ1208  ___________________________________________________________________
 MJ1208* NAD 83(1996)-  41 13 59.04452(N)    095 52 03.84115(W)     ADJUSTED  
 MJ1208* NAVD 88     -       300.29   (+/-2cm)     985.2    (feet)  VERTCON   
 MJ1208  ___________________________________________________________________
 MJ1208  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 MJ1208  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 MJ1208
 MJ1208  HORZ ORDER  -  SECOND
 MJ1208  VERT ORDER  -  THIRD ? (See Below)
 MJ1208
 MJ1208.The horizontal coordinates were established by classical geodetic methods
 MJ1208.and adjusted by the National Geodetic Survey in May 1999..
 MJ1208
 MJ1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1208.The vertical order pertains to the NGVD 29 superseded value.
 MJ1208
 MJ1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1208
 MJ1208.The geoid height was determined by GEOID03.
 MJ1208
 MJ1208;                    North         East     Units Scale Factor Converg.
 MJ1208;SPC IA S     -   139,631.932   301,528.404   MT  0.99994853   -1 33 34.7
 MJ1208;SPC NE       -   163,681.059   846,195.209   MT  0.99966987   +2 44 18.4
 MJ1208;UTM  15      - 4,568,596.571   259,657.448   MT  1.00031097   -1 53 27.9
 MJ1208
 MJ1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1208!SPC IA S     -   0.99995721  x   0.99994853  =   0.99990574
 MJ1208!SPC NE       -   0.99995721  x   0.99966987  =   0.99962709
 MJ1208!UTM  15      -   0.99995721  x   1.00031097  =   1.00026817
 MJ1208
 MJ1208|---------------------------------------------------------------------|
 MJ1208| PID    Reference Object                     Distance      Geod. Az  |
 MJ1208|                                                           dddmmss.s |
 MJ1208| CL6928 BLUFFS 1 RM 1                                      05559     |
 MJ1208| CL6927 BLUFFS 1 AZ MK                                     2702006.2 |
 MJ1208| CL6929 BLUFFS 1 RM 2                                      30223     |
 MJ1208|---------------------------------------------------------------------|
 MJ1208
 MJ1208                          SUPERSEDED SURVEY CONTROL
 MJ1208
 MJ1208  NAD 83(1996)-  41 13 59.04455(N)    095 52 03.84094(W) AD(       ) 2
 MJ1208  NAD 83(1986)-  41 13 59.05348(N)    095 52 03.84091(W) AD(       ) 2
 MJ1208  NAD 27      -  41 13 59.05520(N)    095 52 02.80180(W) AD(       ) 2
 MJ1208  NGVD 29 (07/19/86)  300.18   (m)          984.8    (f) LEVELING    3  
 MJ1208
 MJ1208.Superseded values are not recommended for survey control.
 MJ1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1208.See file dsdata.txt to determine how the superseded data were derived.
 MJ1208
 MJ1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5965768597(NAD 83)
 MJ1208_MARKER: DD = SURVEY DISK
 MJ1208_SETTING: 0 = UNSPECIFIED SETTING
 MJ1208
 MJ1208  HISTORY     - Date     Condition        Report By
 MJ1208  HISTORY     - 1963     MONUMENTED       NEDR
 MJ1208
 MJ1208                          STATION DESCRIPTION
 MJ1208
 MJ1208'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963 (HED)
 MJ1208'THE STATION IS ABOUT 2.4 MILES EAST AND 1.8 MILE NORTH OF THE EAST
 MJ1208'END (IOWA END) OF THE MISSOURI RIVER BRIDGE ON L ST. (U.S.
 MJ1208'HIGHWAY 275) IN SOUTH OMAHA.  THE MONUMENT IS IN THE SE 1/4,
 MJ1208'SEC. 2 T74N R44W.
 MJ1208'
 MJ1208'TO REACH THE STATION FROM THE EAST END OF THE MISSOURI RIVER
 MJ1208'BRIDGE, PROCEED EAST ON U.S. HIGHWAY 275 FOR 3.0 MILES TO THE
 MJ1208'INTERSECTION OF U.S. HIGHWAY 275 AND 11TH STREET IN COUNCIL
 MJ1208'BLUFFS, IOWA, TURN LEFT (NORTH) AND CONTINUE ON 11TH STREET
 MJ1208'FOR 1.0 MILE TO THE INTERSECTION OF 11TH STREET AND 28TH
 MJ1208'AVENUE, TURN LEFT (WEST) AND CONTINUE ON 28TH AVENUE FOR 0.2
 MJ1208'MILE ACROSS A BRIDGE OVER INDIAN CREEK, AT THE WEST END OF THE
 MJ1208'BRIDGE TURN LEFT (SOUTH) AND CONTINUE ON A DIKE ROAD FOR 0.05
 MJ1208'MILE (1 BLOCK) TO A T INTERSECTION WITH 29TH AVENUE, TURN
 MJ1208'RIGHT (WEST) AND GO 0.15 MILE TO THE STATION SET IN 29TH
 MJ1208'AVENUE.
 MJ1208'
 MJ1208'THE STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MJ1208'TRIANGULATION DISK STAMPED, BLUFFS NO. 1, 1963 AND IS BURIED
 MJ1208'0.4 OF A FOOT BELOW STREET GRADE.  THE MONUMENT IS SET 21 FEET
 MJ1208'SOUTH OF AN EAST-WEST FENCE LINE ON THE NORTH SIDE OF 29TH
 MJ1208'AVENUE, 21 FEET SOUTH OF A WITNESS POST, 5 FEET NORTH OF THE
 MJ1208'CENTERLINE OF 29TH AVENUE AND 422 FEET WEST OF THE CENTERLINE
 MJ1208'OF A NORTH-SOUTH POWERLINE.
 MJ1208'
 MJ1208'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MJ1208'REFERENCE MARK DISK STAMPED, BLUFFS NO. 1 R.M. NO. 1 1963 AND IS
 MJ1208'SET 26 FEET NORTH OF THE CENTRLINE OF 29TH AVENUE, 28 FEET
 MJ1208'EAST OF A WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 MJ1208'LINE.
 MJ1208'
 MJ1208'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MJ1208'REFERENCE MARK DISK STAMPED, BLUFFS NO. 1 R.M. NO. 2, 1963 AND IS
 MJ1208'SET 26 FEET NORTH OF THE CENTER LINE OF 29TH AVENUE, 32 FEET
 MJ1208'WEST OF A WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 MJ1208'LINE.
 MJ1208'
 MJ1208'THE AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MJ1208'AZIMUTH MARK DISK STAMPED BLUFFS NO. 1, 1963 AND PROTRUDES 0.3 OF
 MJ1208'A FOOT ABOVE GROUND.  THE MONUMENT IS SET 63 FEET WEST OF THE
 MJ1208'CENTER LINE OF A DIKE ROAD ON THE WEST SIDE OF INDIAN CREEK,
 MJ1208'44 FEET WEST OF THE FENCE ON THE WEST SIDE OF A DIKE ROAD,
 MJ1208'1.5 FEET EAST OF A WITNESS POST, 1.5 FEET EAST AND 1.0 FEET
 MJ1208'NORTH OF A CORNER FENCE POST AND 1.5 FEET EAST OF A NORTH-SOUTH
 MJ1208'FENCE.
 MJ1208'
 MJ1208'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED EAST
 MJ1208'ON 29TH AVENUE FOR 0.15 MILE TO A T INTERSECTION WITH A DIKE
 MJ1208'ROAD ON THE WEST SIDE OF INDIAN CREEK, TURN RIGHT (SOUTH)
 MJ1208'AND CONTINUE ON DIKE ROAD FOR 0.2 MILE TO THE MARK ON THE WEST
 MJ1208'SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0900 ***********************************************************************
 ON0900  DESIGNATION -  BLUFFTON
 ON0900  PID         -  ON0900
 ON0900  STATE/COUNTY-  IA/WINNESHIEK
 ON0900  USGS QUAD   -  BURR OAK (1981)
 ON0900
 ON0900                         *CURRENT SURVEY CONTROL
 ON0900  ___________________________________________________________________
 ON0900* NAD 83(1996)-  43 24 11.83130(N)    091 51 27.00810(W)     ADJUSTED  
 ON0900* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 ON0900  ___________________________________________________________________
 ON0900  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 ON0900  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ON0900
 ON0900  HORZ ORDER  -  SECOND
 ON0900
 ON0900.The horizontal coordinates were established by classical geodetic methods
 ON0900.and adjusted by the National Geodetic Survey in May 1999..
 ON0900
 ON0900.The orthometric height was scaled from a topographic map.
 ON0900
 ON0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0900
 ON0900.The geoid height was determined by GEOID03.
 ON0900
 ON0900;                    North         East     Units Scale Factor Converg.
 ON0900;SPC IA N     - 1,212,713.118 1,633,046.937   MT  1.00002783   +1 06 47.5
 ON0900;SPC MN S     -   147,086.345   973,552.604   MT  1.00010397   +1 30 06.3
 ON0900;UTM  15      - 4,806,234.482   592,512.111   MT  0.99970528   +0 47 06.4
 ON0900
 ON0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0900!SPC IA N     -   0.99994733  x   1.00002783  =   0.99997516
 ON0900!SPC MN S     -   0.99994733  x   1.00010397  =   1.00005129
 ON0900!UTM  15      -   0.99994733  x   0.99970528  =   0.99965262
 ON0900
 ON0900:                Primary Azimuth Mark                     Grid Az
 ON0900:SPC IA N     -  BLUFFTON AZ MK                           004 10 58.7
 ON0900:SPC MN S     -  BLUFFTON AZ MK                           003 47 39.9
 ON0900:UTM  15      -  BLUFFTON AZ MK                           004 30 39.8
 ON0900
 ON0900|---------------------------------------------------------------------|
 ON0900| PID    Reference Object                     Distance      Geod. Az  |
 ON0900|                                                           dddmmss.s |
 ON0900| CI5124 BLUFFTON AZ MK                                     0051746.2 |
 ON0900| CI5125 BLUFFTON RM 1                        25.706 METERS 03233     |
 ON0900| ON0906 MADISON CHURCH SPIRE                APPROX.11.4 KM 2083434.9 |
 ON0900| ON0907 RIDGEWAY MUNICIPAL TANK             APPROX.16.1 KM 2222431.4 |
 ON0900| CI5126 BLUFFTON RM 2                        26.688 METERS 32424     |
 ON0900|---------------------------------------------------------------------|
 ON0900
 ON0900                          SUPERSEDED SURVEY CONTROL
 ON0900
 ON0900  NAD 83(1996)-  43 24 11.83130(N)    091 51 27.00809(W) AD(       ) 2
 ON0900  NAD 83(1986)-  43 24 11.82429(N)    091 51 27.00820(W) AD(       ) 2
 ON0900  NAD 27      -  43 24 11.93580(N)    091 51 26.45110(W) AD(       ) 2
 ON0900
 ON0900.Superseded values are not recommended for survey control.
 ON0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0900.See file dsdata.txt to determine how the superseded data were derived.
 ON0900
 ON0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9251206234(NAD 83)
 ON0900_MARKER: DS = TRIANGULATION STATION DISK
 ON0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0900
 ON0900  HISTORY     - Date     Condition        Report By
 ON0900  HISTORY     - 1961     MONUMENTED       CGS
 ON0900
 ON0900                          STATION DESCRIPTION
 ON0900
 ON0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0900'THE STATION IS ABOUT 7-1/2 MILES NORTHWEST OF DECORAH, 4
 ON0900'MILES SOUTH OF BURR OAK, 3 MILES EAST OF BLUFFTON, IN BLUFFTON
 ON0900'TOWNSHIP, IN THE SOUTHEAST 1/4 OF SECTION 12, T 99 N, R 9 W.
 ON0900'AND ON THE PROPERTY OF MR. MAYNARD NEWHOUSE.  IT IS 9 FEET
 ON0900'SOUTH OF A WITNESS POST, 9 FEET SOUTH OF A WIRE FENCE AND 42
 ON0900'FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT
 ON0900'IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED BLUFFTON 1961.
 ON0900'
 ON0900'TO REACH FROM THE BRIDGE OVER THE UPPER IOWA RIVER IN THE
 ON0900'NORTHWEST EDGE OF DECORAH, GO NORTHWEST ON U.S. HIGHWAY 52 FOR
 ON0900'3.75 MILES TO A CROSSROAD.  CONTINUE NORTHWEST ON THE HIGHWAY
 ON0900'FOR 4.25 MILES TO A SIDE ROAD LEFT*.  TURN LEFT AND GO WEST
 ON0900'ON A GRAVELED ROAD FOR 0.4 MILE TO A FIELD ENTRANCE ON THE LEFT
 ON0900'AND THE STATION ON THE LEFT.
 ON0900'
 ON0900'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHWEST
 ON0900'ON U.S. HIGHWAY 52 FOR 0.7 MILE TO THE MARK ON THE RIGHT.
 ON0900'
 ON0900'REFERENCE MARK 1 IS 6 INCHES SOUTH OF A WIRE FENCE, 28 FEET
 ON0900'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 76 FEET
 ON0900'NORTHEAST OF THE WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES
 ON0900'AND THE DISK IS STAMPED BLUFFTON NO 1 1961.
 ON0900'
 ON0900'REFERENCE MARK 2 IS 6 INCHES SOUTH OF A WIRE FENCE, 8 FEET
 ON0900'NORTHWEST OF THE WITNESS POST AND 29 FEET NORTH OF THE CENTERLINE
 ON0900'OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE
 ON0900'DISK IS STAMPED BLUFFTON NO 2 1961.
 ON0900'
 ON0900'THE AZIMUTH MARK IS 1 FOOT WEST OF A WIRE FENCE, 2 FEET NORTHWEST
 ON0900'OF A WITNESS POST, 8 FEET SOUTHEAST OF A TELEPHONE POLE, 38
 ON0900'FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 52 AND 128 FEET
 ON0900'NORTH OF A T-ROAD INTERSECTION.  THE MONUMENT PROJECTS 3 INCHES
 ON0900'AND THE DISK IS STAMPED BLUFFTON 1961.
 ON0900'
 ON0900'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0388 ***********************************************************************
 NK0388  DESIGNATION -  BM
 NK0388  PID         -  NK0388
 NK0388  STATE/COUNTY-  IA/STORY
 NK0388  USGS QUAD   -  AMES WEST (1975)
 NK0388
 NK0388                         *CURRENT SURVEY CONTROL
 NK0388  ___________________________________________________________________
 NK0388* NAD 83(1986)-  42 01 34.     (N)    093 39 00.     (W)     SCALED    
 NK0388* NAVD 88     -       292.693  (meters)     960.28   (feet)  ADJUSTED  
 NK0388  ___________________________________________________________________
 NK0388  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 NK0388  DYNAMIC HT  -         292.594 (meters)     959.95  (feet)  COMP
 NK0388  MODELED GRAV-     980,277.4   (mgal)                       NAVD 88
 NK0388
 NK0388  VERT ORDER  -  FIRST     CLASS II
 NK0388
 NK0388.The horizontal coordinates were scaled from a topographic map and have
 NK0388.an estimated accuracy of +/- 6 seconds.
 NK0388
 NK0388.The orthometric height was determined by differential leveling
 NK0388.and adjusted by the National Geodetic Survey in June 1991..
 NK0388
 NK0388.The geoid height was determined by GEOID03.
 NK0388
 NK0388.The dynamic height is computed by dividing the NAVD 88
 NK0388.geopotential number by the normal gravity value computed on the
 NK0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0388.degrees latitude (g = 980.6199 gals.).
 NK0388
 NK0388.The modeled gravity was interpolated from observed gravity values.
 NK0388
 NK0388;                    North         East    Units  Estimated Accuracy
 NK0388;SPC IA N     - 1,058,450.    1,487,580.      MT  (+/- 180 meters Scaled)
 NK0388
 NK0388                          SUPERSEDED SURVEY CONTROL
 NK0388
 NK0388  NGVD 29 (??/??/92)  292.666  (m)          960.19   (f) ADJ UNCH    1 2
 NK0388
 NK0388.Superseded values are not recommended for survey control.
 NK0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0388.See file dsdata.txt to determine how the superseded data were derived.
 NK0388
 NK0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG461528(NAD 83)
 NK0388_MARKER: Z = SEE DESCRIPTION
 NK0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0388_SP_SET: SIDEWALK
 NK0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0388
 NK0388  HISTORY     - Date     Condition        Report By
 NK0388  HISTORY     - UNK      MONUMENTED       IAHD
 NK0388  HISTORY     - 1934     GOOD             NGS
 NK0388
 NK0388                          STATION DESCRIPTION
 NK0388
 NK0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0388'AT AMES.
 NK0388'AT AMES, STORY COUNTY, ON THE CAMPUS OF IOWA STATE COLLEGE,
 NK0388'8.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF ENGINEERING HALL,
 NK0388'JUST NORTHWEST OF THE INTERSECTION OF TWO SIDEWALKS, 5.5 FEET
 NK0388'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH SIDEWALK, IN TILE,
 NK0388'AND ABOUT 6 INCHES ABOVE GROUND.  A BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0457 ***********************************************************************
 MK0457  DESIGNATION -  BM
 MK0457  PID         -  MK0457
 MK0457  STATE/COUNTY-  IA/HARRISON
 MK0457  USGS QUAD   -  MODALE (1970)
 MK0457
 MK0457                         *CURRENT SURVEY CONTROL
 MK0457  ___________________________________________________________________
 MK0457* NAD 83(1986)-  41 33 04.     (N)    096 00 59.     (W)     SCALED    
 MK0457* NAVD 88     -       307.326  (meters)    1008.29   (feet)  ADJUSTED  
 MK0457  ___________________________________________________________________
 MK0457  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 MK0457  DYNAMIC HT  -         307.186 (meters)    1007.83  (feet)  COMP
 MK0457  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 MK0457
 MK0457  VERT ORDER  -  SECOND    CLASS 0
 MK0457
 MK0457.The horizontal coordinates were scaled from a topographic map and have
 MK0457.an estimated accuracy of +/- 6 seconds.
 MK0457
 MK0457.The orthometric height was determined by differential leveling
 MK0457.and adjusted by the National Geodetic Survey in June 1991..
 MK0457
 MK0457.The geoid height was determined by GEOID03.
 MK0457
 MK0457.The dynamic height is computed by dividing the NAVD 88
 MK0457.geopotential number by the normal gravity value computed on the
 MK0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0457.degrees latitude (g = 980.6199 gals.).
 MK0457
 MK0457.The modeled gravity was interpolated from observed gravity values.
 MK0457
 MK0457;                    North         East    Units  Estimated Accuracy
 MK0457;SPC IA S     -   175,290.      290,090.      MT  (+/- 180 meters Scaled)
 MK0457
 MK0457                          SUPERSEDED SURVEY CONTROL
 MK0457
 MK0457  NGVD 29 (??/??/92)  307.184  (m)         1007.82   (f) ADJ UNCH    2 0
 MK0457
 MK0457.Superseded values are not recommended for survey control.
 MK0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0457.See file dsdata.txt to determine how the superseded data were derived.
 MK0457
 MK0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM488042(NAD 83)
 MK0457_MARKER: DD = SURVEY DISK
 MK0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0457_SP_SET: WALL
 MK0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0457
 MK0457  HISTORY     - Date     Condition        Report By
 MK0457  HISTORY     - UNK      MONUMENTED       IAHD
 MK0457  HISTORY     - 1948     GOOD             NGS
 MK0457  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0457
 MK0457                          STATION DESCRIPTION
 MK0457
 MK0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0457'1.6 MI SW FROM CALIFORNIA JUNCTION.
 MK0457'0.5 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE CHICAGO AND
 MK0457'NORTH WESTERN RAILWAY STATION AT CALIFORNIA JUNCTION, THENCE 1.1
 MK0457'MILES WEST ALONG U.S. HIGHWAY NO. 30, SET IN THE SOUTH END OF THE
 MK0457'WEST ABUTMENT OF THE CONCRETE BRIDGE OVER YOUNG DITCH, 15.3 FEET
 MK0457'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTHEAST OF
 MK0457'THE WEST END OF THE SOUTH CONCRETE GUARD WALL, 0.6 FOOT NORTHWEST
 MK0457'OF THE SOUTHEAST FACE OF THE ABUTMENT, LEVEL WITH THE HIGHWAY.
 MK0457
 MK0457                          STATION RECOVERY (1970)
 MK0457
 MK0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0049 ***********************************************************************
 MH0049  DESIGNATION -  BM
 MH0049  PID         -  MH0049
 MH0049  STATE/COUNTY-  IA/WAPELLO
 MH0049  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0049
 MH0049                         *CURRENT SURVEY CONTROL
 MH0049  ___________________________________________________________________
 MH0049* NAD 83(1986)-  41 04 03.     (N)    092 24 35.     (W)     SCALED    
 MH0049* NAVD 88     -       251.076  (meters)     823.74   (feet)  ADJUSTED  
 MH0049  ___________________________________________________________________
 MH0049  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MH0049  DYNAMIC HT  -         250.964 (meters)     823.37  (feet)  COMP
 MH0049  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 MH0049
 MH0049  VERT ORDER  -  SECOND    CLASS 0
 MH0049
 MH0049.The horizontal coordinates were scaled from a topographic map and have
 MH0049.an estimated accuracy of +/- 6 seconds.
 MH0049
 MH0049.The orthometric height was determined by differential leveling
 MH0049.and adjusted by the National Geodetic Survey in June 1991..
 MH0049
 MH0049.The geoid height was determined by GEOID03.
 MH0049
 MH0049.The dynamic height is computed by dividing the NAVD 88
 MH0049.geopotential number by the normal gravity value computed on the
 MH0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0049.degrees latitude (g = 980.6199 gals.).
 MH0049
 MH0049.The modeled gravity was interpolated from observed gravity values.
 MH0049
 MH0049;                    North         East    Units  Estimated Accuracy
 MH0049;SPC IA S     -   119,120.      591,630.      MT  (+/- 180 meters Scaled)
 MH0049
 MH0049                          SUPERSEDED SURVEY CONTROL
 MH0049
 MH0049  NGVD 29 (??/??/92)  251.066  (m)          823.71   (f) ADJ UNCH    2 0
 MH0049
 MH0049.Superseded values are not recommended for survey control.
 MH0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0049.See file dsdata.txt to determine how the superseded data were derived.
 MH0049
 MH0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF495464(NAD 83)
 MH0049_MARKER: DD = SURVEY DISK
 MH0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0049_SP_SET: OVERPASS
 MH0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0049
 MH0049  HISTORY     - Date     Condition        Report By
 MH0049  HISTORY     - UNK      MONUMENTED       IAHD
 MH0049  HISTORY     - 1963     GOOD             NGS
 MH0049
 MH0049                          STATION DESCRIPTION
 MH0049
 MH0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MH0049'0.8 MI NE FROM RUTLEDGE.
 MH0049'ABOUT 0.75 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MH0049'AND PACIFIC RAILROAD FROM RUTLEDGE, SET ON THE NORTH SIDE OF THE
 MH0049'RAILROAD TRACKS AND 100 FEET EAST OF A HIGHWAY OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0746 ***********************************************************************
 NL0746  DESIGNATION -  BODE
 NL0746  PID         -  NL0746
 NL0746  STATE/COUNTY-  IA/HUMBOLDT
 NL0746  USGS QUAD   -  BODE (1980)
 NL0746
 NL0746                         *CURRENT SURVEY CONTROL
 NL0746  ___________________________________________________________________
 NL0746* NAD 83(1996)-  42 51 46.15449(N)    094 17 06.56049(W)     ADJUSTED  
 NL0746* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 NL0746  ___________________________________________________________________
 NL0746  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 NL0746  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 NL0746
 NL0746  HORZ ORDER  -  FIRST
 NL0746
 NL0746.The horizontal coordinates were established by classical geodetic methods
 NL0746.and adjusted by the National Geodetic Survey in May 1999..
 NL0746
 NL0746.The orthometric height was scaled from a topographic map.
 NL0746
 NL0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0746
 NL0746.The geoid height was determined by GEOID03.
 NL0746
 NL0746;                    North         East     Units Scale Factor Converg.
 NL0746;SPC IA N     - 1,151,676.402 1,435,839.460   MT  0.99995115   -0 31 55.7
 NL0746;UTM  15      - 4,746,382.448   395,015.675   MT  0.99973559   -0 52 27.5
 NL0746
 NL0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0746!SPC IA N     -   0.99995030  x   0.99995115  =   0.99990146
 NL0746!UTM  15      -   0.99995030  x   0.99973559  =   0.99968591
 NL0746
 NL0746|---------------------------------------------------------------------|
 NL0746| PID    Reference Object                     Distance      Geod. Az  |
 NL0746|                                                           dddmmss.s |
 NL0746| CI5128 BODE RM 1                            40.569 METERS 01638     |
 NL0746| CI5130 BODE RM 3                            20.596 METERS 07449     |
 NL0746| NL0714 LIVERMORE MUNICIPAL TANK            APPROX. 8.3 KM 0861129.2 |
 NL0746| CI5127 BODE AZ MK                                         0885929.7 |
 NL0746| CI5129 BODE RM 2                            38.728 METERS 28728     |
 NL0746| NL0744 BODE MUNICIPAL TANK                 APPROX. 0.7 KM 3133712.6 |
 NL0746|---------------------------------------------------------------------|
 NL0746
 NL0746                          SUPERSEDED SURVEY CONTROL
 NL0746
 NL0746  NAD 83(1996)-  42 51 46.15432(N)    094 17 06.56058(W) AD(       ) 1
 NL0746  NAD 83(1986)-  42 51 46.14688(N)    094 17 06.55074(W) AD(       ) 1
 NL0746  NAD 27      -  42 51 46.24400(N)    094 17 05.67600(W) AD(       ) 1
 NL0746
 NL0746.Superseded values are not recommended for survey control.
 NL0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0746.See file dsdata.txt to determine how the superseded data were derived.
 NL0746
 NL0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9501646382(NAD 83)
 NL0746_MARKER: DS = TRIANGULATION STATION DISK
 NL0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0746
 NL0746  HISTORY     - Date     Condition        Report By
 NL0746  HISTORY     - 1938     MONUMENTED       CGS
 NL0746  HISTORY     - 1971     GOOD             NGS
 NL0746
 NL0746                          STATION DESCRIPTION
 NL0746
 NL0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0746'STATION IS IN THE SE PART OF THE TOWN OF BODE, IN THE NE
 NL0746'CORNER OF SEC. 21, T 93 N, R 29 W, ON LAND OWNED AND OCCUPIED
 NL0746'BY A ENGER.
 NL0746'
 NL0746'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NL0746'BRONZE DISKS SET IN CONCRETE.
 NL0746'
 NL0746'MARK SET 18 INCHES BELOW THE SURFACE OF THE
 NL0746'GROUND, 65 FEET S OF CENTER LINE OF PAVED HIGHWAY 222 E-W
 NL0746'ROAD, 18 FEET S OF E-W FENCE LINE, 14 FEET W OF N-S FENCE
 NL0746'LINE.
 NL0746'
 NL0746'REACHED FROM CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD DEPOT
 NL0746'IN BODE, GO S ON MAIN STREET, PAVED, 7 BLOCKS TO HIGHWAY 222,
 NL0746'THENCE E 1-1/2 BLOCKS TO STATION ON S.
 NL0746'
 NL0746'REFERENCE MARK NO. 1 IS NNE OF STATION ACROSS HIGHWAY 222,
 NL0746'DISTANCE = 133.10 FEET, MARK PROJECTS 8 INCHES,
 NL0746'SET 50 FEET N OF CENTER LINE OF HIGHWAY 222, AND 24 FEET E OF
 NL0746'TELEPHONE POLE.  REFERENCE MARK NO. 2 IS LOCATED WNW OF STATION,
 NL0746'PROJECTS 8 INCHES, DISTANCE = 127.06 FEET, SET 40
 NL0746'FEET S OF CENTER LINE OF HIGHWAY 222 AND 6 FEET N OF NW FENCE,
 NL0746'CORNER.
 NL0746'
 NL0746'AZIMUTH MARK PROJECTS 2 FEET, SET NEAR N EDGE OF
 NL0746'LUTHERAN CEMETERY, 0.4 MILE E OF STATION.  MARK IS 52 FEET S
 NL0746'OF CENTER LINE OF HIGHWAY 222, 65 FEET E OF W CEMETERY DRIVE
 NL0746'AND 80 FEET W OF E CEMETERY DRIVE.
 NL0746'
 NL0746'FROM STATION GO E ON HIGHWAY 222 FOR 0.4 MILE TO MARK ON
 NL0746'S IN CEMETERY.
 NL0746'
 NL0746'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 NL0746
 NL0746                          STATION RECOVERY (1971)
 NL0746
 NL0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0746'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 NL0746'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 NL0746'MARK 1 WAS SEARCHED FOR BUT WAS NOT FOUND AND IS BELIEVED
 NL0746'TO BE DESTROYED BY ROAD CONSTRUCTION.  THE DISTANCE AND
 NL0746'DIRECTION TO REFERENCE MARK 2 AND THE DIRECTION TO THE AZIMUTH
 NL0746'MARK CHECKED THE 1938 DATA.  A NEW REFERENCE MARK 3 WAS
 NL0746'ESTABLISHED AT THIS TIME.  FOLLOWING IS A COMPLETE AND NEW
 NL0746'DESCRIPTION.
 NL0746'
 NL0746'THE STATION IS LOCATED IN THE SOUTHEAST PART OF BODE ON
 NL0746'PROPERTY OWNED BY MR. LEROY ENGER WHO LIVES AT THE STATION
 NL0746'SITE.
 NL0746'
 NL0746'TO REACH THE STATION FROM THE POST OFFICE IN BODE, GO SOUTH
 NL0746'ON STATE HIGHWAY 222 FOR 0.3 MILE TO A T-ROAD.  TURN LEFT
 NL0746'AND GO EAST ON STATE HIGHWAY 222 FOR 0.15 MILE TO A DRIVEWAY
 NL0746'ON THE RIGHT AND THE STATION IN THE SOUTHEAST ANGLE OF THE
 NL0746'INTERSECTION.
 NL0746'
 NL0746'STATION MARKS ARE STANDARD DISKS STAMPED BODE 1938.  THE SURFACE
 NL0746'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 NL0746'THAT IS 1 FOOT BELOW THE GROUND SURFACE.  IT IS 82 FEET NORTHEAST
 NL0746'OF THE NORTHEAST CORNER OF A FRAME BUILDING, 80 FEET SOUTH OF
 NL0746'THE CENTER OF STATE HIGHWAY 222, 30 FEET EAST OF THE CENTER
 NL0746'OF A DRIVEWAY AND 28 FEET SOUTHWEST OF A METAL WITNESS POST.
 NL0746'THE 1938 DATA STATES THAT THE UNDERGROUND DISK IS SET IN THE
 NL0746'TOP OF AN IRREGULAR MASS OF CONCRETE.
 NL0746'
 NL0746'REFERENCE MARK 2, A STANDARD DISK STAMPED BODE NO 2 1938,
 NL0746'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NL0746'IS FLUSH WITH THE GROUND SURFACE.  IT IS 92 FEET WEST OF THE
 NL0746'CENTER OF THE DRIVEWAY, 41 FEET SOUTH OF THE CENTER OF THE
 NL0746'ROAD AND 11 FEET NORTHEAST OF A 20-INCH ELM TREE.
 NL0746'
 NL0746'REFERENCE MARK 3, A STANDARD DISK STAMPED BODE 1938 NO 3
 NL0746'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NL0746'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 64 FEET
 NL0746'SOUTH OF THE CENTER OF THE ROAD, 44.4 FEET EAST OF THE METAL
 NL0746'WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 NL0746'
 NL0746'THE AZIMUTH MARK, A STANDARD DISK STAMPED BODE 1938, IS
 NL0746'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NL0746'IS FLUSH WITH THE GROUND SURFACE.  IT IS 88 FEET WEST OF
 NL0746'THE CENTER OF A CEMETERY ENTRANCE, 74 FEET EAST OF THE CENTER
 NL0746'OF A CEMETERY ENTRANCE, 45 FEET SOUTH OF THE CENTER OF STATE
 NL0746'HIGHWAY 222 AND 14.8 FEET NORTHWEST OF THE NORTHWEST CORNER
 NL0746'OF A LARGE HEADSTONE WITH THE NAME KENSETH.
 NL0746'
 NL0746'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 NL0746'HIGHWAY 222 FOR 0.35 MILE TO A CEMETERY AND THE AZIMUTH
 NL0746'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0745 ***********************************************************************
 NL0745  DESIGNATION -  BODE LUTHERAN CHURCH SPIRE
 NL0745  PID         -  NL0745
 NL0745  STATE/COUNTY-  IA/HUMBOLDT
 NL0745  USGS QUAD   -  BODE (1980)
 NL0745
 NL0745                         *CURRENT SURVEY CONTROL
 NL0745  ___________________________________________________________________
 NL0745* NAD 83(1996)-  42 51 57.56338(N)    094 17 09.31307(W)     ADJUSTED  
 NL0745* NAVD 88     -                                                        
 NL0745  ___________________________________________________________________
 NL0745  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 NL0745  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 NL0745
 NL0745  HORZ ORDER  -  THIRD
 NL0745
 NL0745.The horizontal coordinates were established by classical geodetic methods
 NL0745.and adjusted by the National Geodetic Survey in May 1999..
 NL0745
 NL0745
 NL0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0745
 NL0745.The geoid height was determined by GEOID03.
 NL0745
 NL0745;                    North         East     Units Scale Factor Converg.
 NL0745;SPC IA N     - 1,152,029.009 1,435,780.253   MT  0.99995134   -0 31 57.6
 NL0745;UTM  15      - 4,746,735.327   394,958.588   MT  0.99973574   -0 52 29.5
 NL0745
 NL0745                          SUPERSEDED SURVEY CONTROL
 NL0745
 NL0745  NAD 83(1996)-  42 51 57.56317(N)    094 17 09.31315(W) AD(       ) 4
 NL0745  NAD 83(1986)-  42 51 57.55547(N)    094 17 09.30304(W) AD(       ) 4
 NL0745  NAD 27      -  42 51 57.65400(N)    094 17 08.42800(W) AD(       ) 3
 NL0745
 NL0745.Superseded values are not recommended for survey control.
 NL0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0745.See file dsdata.txt to determine how the superseded data were derived.
 NL0745
 NL0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9495946735(NAD 83)
 NL0745_MARKER: 90 = CHURCH SPIRE
 NL0745
 NL0745  HISTORY     - Date     Condition        Report By
 NL0745  HISTORY     - 1938     FIRST OBSERVED   CGS
 NL0745
 NL0745                          STATION DESCRIPTION
 NL0745
 NL0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0745'OBSERVED TIP OF SPIRE OF LUTHERAN CHURCH, ABOUT 75 FEET HIGH.
 NL0745'BRICK BUILDING, BUILT 1900.  LOCATED 4 BLOCKS S OF CHICAGO,
 NL0745'ROCK ISLAND AND PACIFIC RAILROAD DEPOT, 1 BLOCK E OF MAIN
 NL0745'STREET, PAVED, 1/2 BLOCK W AND 3 BLOCKS N OF TRIANGULATION
 NL0745'STATION JOLLIFFE.
 NL0745'
 NL0745'OBSERVED FROM TRIANGULATION STATION JOLLIFFE, BODE AND HARDY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0744 ***********************************************************************
 NL0744  DESIGNATION -  BODE MUNICIPAL TANK
 NL0744  PID         -  NL0744
 NL0744  STATE/COUNTY-  IA/HUMBOLDT
 NL0744  USGS QUAD   -  BODE (1980)
 NL0744
 NL0744                         *CURRENT SURVEY CONTROL
 NL0744  ___________________________________________________________________
 NL0744* NAD 83(1996)-  42 52 01.02445(N)    094 17 27.77419(W)     ADJUSTED  
 NL0744* NAVD 88     -                                                        
 NL0744  ___________________________________________________________________
 NL0744  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 NL0744  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 NL0744
 NL0744  HORZ ORDER  -  THIRD
 NL0744
 NL0744.The horizontal coordinates were established by classical geodetic methods
 NL0744.and adjusted by the National Geodetic Survey in May 1999..
 NL0744
 NL0744
 NL0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0744
 NL0744.The geoid height was determined by GEOID03.
 NL0744
 NL0744;                    North         East     Units Scale Factor Converg.
 NL0744;SPC IA N     - 1,152,139.711 1,435,362.234   MT  0.99995140   -0 32 10.1
 NL0744;UTM  15      - 4,746,848.499   394,541.327   MT  0.99973682   -0 52 42.2
 NL0744
 NL0744                          SUPERSEDED SURVEY CONTROL
 NL0744
 NL0744  NAD 83(1996)-  42 52 01.02424(N)    094 17 27.77423(W) AD(       ) 4
 NL0744  NAD 83(1986)-  42 52 01.01645(N)    094 17 27.76374(W) AD(       ) 4
 NL0744  NAD 27      -  42 52 01.11400(N)    094 17 26.88900(W) AD(       ) 3
 NL0744
 NL0744.Superseded values are not recommended for survey control.
 NL0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0744.See file dsdata.txt to determine how the superseded data were derived.
 NL0744
 NL0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9454146848(NAD 83)
 NL0744_MARKER: 53 = ELEVATED TANK
 NL0744
 NL0744  HISTORY     - Date     Condition        Report By
 NL0744  HISTORY     - 1938     FIRST OBSERVED   CGS
 NL0744
 NL0744                          STATION DESCRIPTION
 NL0744
 NL0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0744'OBSERVED FINIAL OF MUNICIPAL WATER TANK, STEEL, SILVER PAINTED,
 NL0744'ABOUT 90 FEET HIGH.  LOCATED 3 BLOCKS S OF CHICAGO, ROCK ISLAND
 NL0744'AND PACIFIC RAILROAD DEPOT, AND 3 BLOCKS W OF MAIN STREET, PAVED.
 NL0744'OBSERVED FROM TRIANGULATION STATIONS JOLLIFFE, BODE AND HARDY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0986 ***********************************************************************
 OP0986  DESIGNATION -  BOEHM
 OP0986  PID         -  OP0986
 OP0986  STATE/COUNTY-  IA/KOSSUTH
 OP0986  USGS QUAD   -  LAKOTA (1972)
 OP0986
 OP0986                         *CURRENT SURVEY CONTROL
 OP0986  ___________________________________________________________________
 OP0986* NAD 83(1996)-  43 24 26.99012(N)    094 01 48.95783(W)     ADJUSTED  
 OP0986* NAVD 88     -       357.9    (meters)    1174.     (feet)  VERTCON   
 OP0986  ___________________________________________________________________
 OP0986  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 OP0986  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 OP0986
 OP0986  HORZ ORDER  -  SECOND
 OP0986
 OP0986.The horizontal coordinates were established by classical geodetic methods
 OP0986.and adjusted by the National Geodetic Survey in May 1999..
 OP0986
 OP0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0986
 OP0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0986
 OP0986.The geoid height was determined by GEOID03.
 OP0986
 OP0986;                    North         East     Units Scale Factor Converg.
 OP0986;SPC IA N     - 1,212,023.143 1,457,047.471   MT  1.00002877   -0 21 33.8
 OP0986;UTM  15      - 4,806,583.704   416,581.526   MT  0.99968560   -0 42 28.9
 OP0986
 OP0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0986!SPC IA N     -   0.99994836  x   1.00002877  =   0.99997713
 OP0986!UTM  15      -   0.99994836  x   0.99968560  =   0.99963398
 OP0986
 OP0986:                Primary Azimuth Mark                     Grid Az
 OP0986:SPC IA N     -  BOEHM AZ MK                              001 44 35.5
 OP0986:UTM  15      -  BOEHM AZ MK                              002 05 30.6
 OP0986
 OP0986|---------------------------------------------------------------------|
 OP0986| PID    Reference Object                     Distance      Geod. Az  |
 OP0986|                                                           dddmmss.s |
 OP0986| CI5131 BOEHM AZ MK                                        0012301.7 |
 OP0986| CI5132 BOEHM RM 1                            9.095 METERS 17938     |
 OP0986| OP0991 LAKOTA IOWA BEEF PROCESS MAST       APPROX. 8.4 KM 1911601.3 |
 OP0986| OP0987 BOEHM RM 2                            9.830 METERS 27303     |
 OP0986|---------------------------------------------------------------------|
 OP0986
 OP0986                          SUPERSEDED SURVEY CONTROL
 OP0986
 OP0986  NAD 83(1996)-  43 24 26.99010(N)    094 01 48.95784(W) AD(       ) 2
 OP0986  NAD 83(1986)-  43 24 26.98053(N)    094 01 48.95681(W) AD(       ) 2
 OP0986  NAD 27      -  43 24 27.12644(N)    094 01 48.11390(W) AD(       ) 2
 OP0986  NGVD 29 (07/19/86)  357.9    (m)         1174.     (f) VERT ANG       
 OP0986
 OP0986.Superseded values are not recommended for survey control.
 OP0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0986.See file dsdata.txt to determine how the superseded data were derived.
 OP0986
 OP0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1658206584(NAD 83)
 OP0986_MARKER: DS = TRIANGULATION STATION DISK
 OP0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0986_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0986
 OP0986  HISTORY     - Date     Condition        Report By
 OP0986  HISTORY     - 1971     MONUMENTED       NGS
 OP0986  HISTORY     - 1972     GOOD             USGS
 OP0986
 OP0986                          STATION DESCRIPTION
 OP0986
 OP0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0986'THE STATION IS ABOUT 8 MILES SOUTH-SOUTHEAST OF ELMORE, MINNESOTA,
 OP0986'4 MILES NORTHEAST OF LAKOTA, IOWA AND ON THE WEST SIDE OF THE
 OP0986'ROAD RIGHT-OF-WAY OF COUNTY ROUTE P66.  IT IS IN ABOUT THE
 OP0986'MIDDLE OF AND NEAR THE EAST EDGE OF SECTION 9, R 27 W, T 99 N,
 OP0986'AND EAST OF THE EAST LINE OF THE PROPERTY OWNED BY MR. OTTO
 OP0986'BOEHM OF LAKOTA, IOWA, WHO LIVES AT THE SITE.  HIS PHONE NUMBER
 OP0986'IS (515) 886-2579.
 OP0986'
 OP0986'TO REACH THE STATION FROM THE JUNCTION WHERE U.S. HIGHWAY
 OP0986'169 TURNS NORTH FROM STATE HIGHWAY 9 IN THE NORTHEASTERN PART
 OP0986'OF LAKOTA, GO EAST ON STATE ROUTE 9 FOR 2.85 MILES TO A
 OP0986'CROSSROAD.  TURN LEFT AND GO NORTH ON PAVED COUNTY ROUTE P66
 OP0986'FOR 1.5 MILES TO A DRIVEWAY LEFT AND THE STATION.
 OP0986'
 OP0986'THE STATION MARKS ARE STANDARD DISK STAMPED BOEHM 1971.
 OP0986'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP0986'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 OP0986'THE STATION IS ABOUT 80 FEET EAST-SOUTHEAST OF THE SOUTHEASTERN
 OP0986'CORNER OF MR. BOEHMS HOUSE, 41 FEET WEST OF THE CENTER OF ROUTE
 OP0986'P66, 13 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 4.4 FEET
 OP0986'NORTH-NORTHEAST OF A METAL WITNESS POST AND 3.5 FEET
 OP0986'NORTH-NORTHEAST OF A FENCE CORNER POST.  THE UNDERGROUND
 OP0986'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 OP0986'INCHES BELOW THE GROUND SURFACE.
 OP0986'
 OP0986'REFERENCE MARK 1, A STANDARD DISK STAMPED BOEHM NO 1 1971,
 OP0986'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0986'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 46 FEET SOUTH
 OP0986'OF THE CENTER OF THE DRIVEWAY, 41 FEET WEST OF THE CENTER
 OP0986'OF ROUTE P66, 25.6 FEET SOUTH OF THE METAL WITNESS POST, AND
 OP0986'1 FOOT EAST OF A NORTH-SOUTH WIRE FENCE.
 OP0986'
 OP0986'REFERENCE MARK 2, A STANDARD DISK STAMPED BOEHM NO 2 1971,
 OP0986'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0986'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 49 FEET SOUTHEAST
 OP0986'OF THE SOUTHEASTERN CORNER OF THE HOUSE, 31.8 FEET WEST-NORTHWEST
 OP0986'OF THE METAL WITNESS POST, 13 FEET SOUTH OF THE CENTER OF
 OP0986'THE DRIVEWAY, 6 FEET NORTH OF A EAST-WEST WIRE FENCE AND
 OP0986'ON MR. BOEHMS PROPERTY.
 OP0986'
 OP0986'THE AZIMUTH MARK, A STANDARD DISK STAMPED BOEHM 1971, IS
 OP0986'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0986'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET EAST
 OP0986'OF THE CENTER OF ROUTE P66, 9 FEET NORTH OF THE CENTER OF A
 OP0986'DRIVEWAY, 1 FOOT WEST OF A WIRE FENCE, AND 1.6 FEET SOUTHWEST
 OP0986'OF A METAL WITNESS POST.
 OP0986'
 OP0986'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON ROUTE
 OP0986'P66 FOR 0.7 MILES TO A DRIVEWAY RIGHT, AND THE AZIMUTH MARK
 OP0986'IN THE NORTHEAST CORNER OF THE INTERSECTION.
 OP0986'
 OP0986'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 OP0986
 OP0986                          STATION RECOVERY (1972)
 OP0986
 OP0986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0986'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES AND DIRECTIONS
 OP0986'CHECKED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0987 ***********************************************************************
 OP0987  DESIGNATION -  BOEHM RM 2
 OP0987  PID         -  OP0987
 OP0987  STATE/COUNTY-  IA/KOSSUTH
 OP0987  USGS QUAD   -  LAKOTA (1972)
 OP0987
 OP0987                         *CURRENT SURVEY CONTROL
 OP0987  ___________________________________________________________________
 OP0987* NAD 83(1996)-  43 24 27.00704(N)    094 01 49.39410(W)     ADJUSTED  
 OP0987* NAVD 88     -       358.2    (meters)    1175.     (feet)  VERTCON   
 OP0987  ___________________________________________________________________
 OP0987  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 OP0987  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 OP0987
 OP0987  HORZ ORDER  -  SECOND
 OP0987
 OP0987.The horizontal coordinates were established by classical geodetic methods
 OP0987.and adjusted by the National Geodetic Survey in May 1999..
 OP0987
 OP0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0987
 OP0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0987
 OP0987.The geoid height was determined by GEOID03.
 OP0987
 OP0987;                    North         East     Units Scale Factor Converg.
 OP0987;SPC IA N     - 1,212,023.727 1,457,037.658   MT  1.00002878   -0 21 34.1
 OP0987;UTM  15      - 4,806,584.347   416,571.720   MT  0.99968562   -0 42 29.2
 OP0987
 OP0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0987!SPC IA N     -   0.99994832  x   1.00002878  =   0.99997710
 OP0987!UTM  15      -   0.99994832  x   0.99968562  =   0.99963395
 OP0987
 OP0987|---------------------------------------------------------------------|
 OP0987| PID    Reference Object                     Distance      Geod. Az  |
 OP0987|                                                           dddmmss.s |
 OP0987| OP0986 BOEHM                                 9.830 METERS 09303     |
 OP0987| OP0989 LAKOTA                              APPROX. 5.9 KM 2380445.8 |
 OP0987|---------------------------------------------------------------------|
 OP0987
 OP0987                          SUPERSEDED SURVEY CONTROL
 OP0987
 OP0987  NAD 83(1996)-  43 24 27.00702(N)    094 01 49.39411(W) AD(       ) 2
 OP0987  NAD 83(1986)-  43 24 26.99745(N)    094 01 49.39304(W) AD(       ) 2
 OP0987  NAD 27      -  43 24 27.14336(N)    094 01 48.55016(W) AD(       ) 2
 OP0987  NGVD 29 (07/19/86)  358.2    (m)         1175.     (f) VERT ANG       
 OP0987
 OP0987.Superseded values are not recommended for survey control.
 OP0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0987.See file dsdata.txt to determine how the superseded data were derived.
 OP0987
 OP0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1657206584(NAD 83)
 OP0987_MARKER: DR = REFERENCE MARK DISK
 OP0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0987+STABILITY: SURFACE MOTION
 OP0987
 OP0987  HISTORY     - Date     Condition        Report By
 OP0987  HISTORY     - 1971     MONUMENTED       NGS
 OP0987
 OP0987                          STATION DESCRIPTION
 OP0987
 OP0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0987'THE STATION IS ABOUT 4 MILES NORTHEAST OF LAKOTA, IOWA, ABOUT 8
 OP0987'MILES SOUTH-SOUTHEAST OF ELMORE, MINNESOTA, IN ABOUT THE
 OP0987'MIDDLE AND NEAR THE EAST EDGE OF SECTION 9, R 27 W, T 99 N,
 OP0987'AND ON THE PROPERTY OWNED BY MR. OTTO BOEHM OF LAKOTA, IOWA,
 OP0987'WHO LIVES AT THE SITE.  HIS PHONE NUMBER IS (515) 886-2579.
 OP0987'
 OP0987'TO REACH THE STATION FROM THE JUNCTION WHERE U.S. HIGHWAY
 OP0987'169 TURNS NORTH FROM STATE HIGHWAY 9 IN THE NORTHEASTERN
 OP0987'PART OF LAKOTA, GO EAST ON STATE ROUTE 9 FOR 2.85 MILES TO
 OP0987'AN INTERSECTION WITH PAVED COUNTY ROUTE P66.  TURN LEFT,
 OP0987'NORTH, ON ROUTE P66, AND GO FOR 1.5 MILES TO A DRIVEWAY LEFT
 OP0987'AND THE STATION.
 OP0987'
 OP0987'THE STATION MARK, A STANDARD REFERENCE DISK STAMPED BOEHM
 OP0987'NO 2 1971, AND IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP0987'CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND SURFACE.
 OP0987'IT IS 49 FEET SOUTHEAST OF THE SOUTHEASTERN CORNER OF MR.
 OP0987'BOEHMS HOUSE, 13 FEET SOUTH OF THE CENTER OF THE DRIVEWAY,
 OP0987'6 FEET NORTH OF A EAST-WEST WIRE FENCE, AND 31.8 FEET
 OP0987'WEST-NORTHWEST OF A METAL WITNESS POST.
 OP0987'
 OP0987'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0612 ***********************************************************************
 OQ0612  DESIGNATION -  BOEVE RESET
 OQ0612  PID         -  OQ0612
 OQ0612  STATE/COUNTY-  IA/SIOUX
 OQ0612  USGS QUAD   -  HULL (1964)
 OQ0612
 OQ0612                         *CURRENT SURVEY CONTROL
 OQ0612  ___________________________________________________________________
 OQ0612* NAD 83(1996)-  43 14 32.93509(N)    096 07 40.47203(W)     ADJUSTED  
 OQ0612* NAVD 88     -       446.     (meters)    1463.     (feet)  SCALED    
 OQ0612  ___________________________________________________________________
 OQ0612  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 OQ0612  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 OQ0612
 OQ0612  HORZ ORDER  -  FIRST
 OQ0612
 OQ0612.The horizontal coordinates were established by classical geodetic methods
 OQ0612.and adjusted by the National Geodetic Survey in May 1999..
 OQ0612
 OQ0612.The orthometric height was scaled from a topographic map.
 OQ0612
 OQ0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0612
 OQ0612.The geoid height was determined by GEOID03.
 OQ0612
 OQ0612;                    North         East     Units Scale Factor Converg.
 OQ0612;SPC IA N     - 1,196,872.273 1,286,597.617   MT  0.99999567   -1 46 51.8
 OQ0612;UTM  14      - 4,791,748.265   733,182.886   MT  1.00026893   +1 58 06.7
 OQ0612
 OQ0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0612!SPC IA N     -   0.99993420  x   0.99999567  =   0.99992987
 OQ0612!UTM  14      -   0.99993420  x   1.00026893  =   1.00020311
 OQ0612
 OQ0612:                Primary Azimuth Mark                     Grid Az
 OQ0612:SPC IA N     -  GEORGE MUNICIPAL TANK                    043 54 28.7
 OQ0612:UTM  14      -  GEORGE MUNICIPAL TANK                    040 09 30.2
 OQ0612
 OQ0612|---------------------------------------------------------------------|
 OQ0612| PID    Reference Object                     Distance      Geod. Az  |
 OQ0612|                                                           dddmmss.s |
 OQ0612| OQ0588 GEORGE MUNICIPAL TANK               APPROX.15.3 KM 0420736.9 |
 OQ0612| OQ0610 HULL MUNICIPAL TANK                 APPROX. 5.8 KM 1841548.1 |
 OQ0612| CO2273 BOEVE AZ MK                                        2164106.6 |
 OQ0612| CO2274 BOEVE RM 1                           85.923 METERS 31513     |
 OQ0612| CO2276 BOEVE RM 3                          161.428 METERS 33320     |
 OQ0612| CO2275 BOEVE RM 2                           62.545 METERS 34856     |
 OQ0612| OQ0596 ROCK RAPIDS MUNICIPAL TANK          APPROX.20.7 KM 3491922.5 |
 OQ0612| CO2277 BOEVE RM 4                          145.298 METERS 35549     |
 OQ0612|---------------------------------------------------------------------|
 OQ0612
 OQ0612                          SUPERSEDED SURVEY CONTROL
 OQ0612
 OQ0612  NAD 83(1996)-  43 14 32.93509(N)    096 07 40.47203(W) AD(       ) 1
 OQ0612  NAD 83(1996)-  43 14 32.93312(N)    096 07 40.46805(W) AD(       ) 1
 OQ0612  NAD 83(1996)-  43 14 32.93382(N)    096 07 40.46575(W) AD(       ) 1
 OQ0612  NAD 83(1986)-  43 14 32.93567(N)    096 07 40.46101(W) AD(       ) 1
 OQ0612  NAD 27      -  43 14 33.01900(N)    096 07 39.39500(W) AD(       ) 1
 OQ0612
 OQ0612.Superseded values are not recommended for survey control.
 OQ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0612.See file dsdata.txt to determine how the superseded data were derived.
 OQ0612
 OQ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3318391748(NAD 83)
 OQ0612_MARKER: DS = TRIANGULATION STATION DISK
 OQ0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0612_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OQ0612
 OQ0612  HISTORY     - Date     Condition        Report By
 OQ0612  HISTORY     - 1934     MONUMENTED       CGS
 OQ0612  HISTORY     - 1949     SEE DESCRIPTION  CGS
 OQ0612
 OQ0612                          STATION DESCRIPTION
 OQ0612
 OQ0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OQ0612'STATION IS ABOUT 4 MILES NORTH OF HULL, IN THE CENTER OF NORTH HALF
 OQ0612'OF SEC. 11, T. 97 R., R. 45 W., ON THE HIGHEST POINT IN THE
 OQ0612'VICINITY, ON THE HALF SECTION LINE, 75 YARDS SOUTH OF AN EAST-WEST
 OQ0612'FENCE BETWEEN TWO CULTIVATED FIELDS AND ABOUT 200 YARDS SOUTH OF
 OQ0612'AN EAST-AND-WEST DIRT ROAD.
 OQ0612'
 OQ0612'TO REACH FROM HULL, START FROM FIRST NATIONAL BANK BUILDING
 OQ0612'CORNER AND GO WEST 0.2 MILE TO COUNTY HIGHWAY N.  THEN GO NORTH
 OQ0612'ON COUNTY ROAD 3.75 MILES TO DIRT CROSSROADS, THEN EAST 0.4 MILE
 OQ0612'TO FARMYARD ROAD, THEN GO SOUTH THROUGH YARD ABOUT 50 YARDS TO
 OQ0612'EAST-AND-WEST FENCE, THEN EAST ALONG FENCE 0.2 MILE TO
 OQ0612'SECTION-LINE FENCE, NORTH AND SOUTH, THEN GO SOUTH 75 YARDS TO
 OQ0612'STATION.
 OQ0612'
 OQ0612'REFERENCE MARK NO. 1 IS NORTH OF STATION 281.9 FEET ALONG
 OQ0612'EAST-AND-WEST FENCE.
 OQ0612'
 OQ0612'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION 205.2 FEET ALONG
 OQ0612'EAST-AND-WEST FENCE.  DUE TO DISTANCE OVER UNEVEN
 OQ0612'GROUND REFERENCE MARKS COULD NOT BE MEASURED MORE ACCURATELY.
 OQ0612'
 OQ0612'AZIMUTH MARK IS SOUTHWEST OF STATION APPROXIMATELY 0.9 MILE ON
 OQ0612'EAST SIDE OF COUNTY HIGHWAY N, 50 FEET FROM CENTERLINE AND IN
 OQ0612'FENCE CORNER.
 OQ0612'
 OQ0612'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 OQ0612
 OQ0612                          STATION RECOVERY (1949)
 OQ0612
 OQ0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0612'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934.  THE
 OQ0612'STATION AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 OQ0612'REFERENCE MARKS HAD BEEN REMOVED BECAUSE THEY WERE IN THE WAY OF
 OQ0612'CULTIVATION.  2 NEW REFERENCE MARKS WERE SET TO TAKE THEIR PLACE.
 OQ0612'THE STATION MARK WAS LOWERED TO A SUB-SURFACE MARK TO ALLOW FOR
 OQ0612'CULTIVATION.  A DIFFERENCE WAS FOUND IN THE DIRECTION TO THE
 OQ0612'AZIMUTH MARK.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 OQ0612'
 OQ0612'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF HULL, ABOUT 2-1/2
 OQ0612'MILES EAST OF U.S. HIGHWAY 75, ON PROPERTY OWNED AND OCCUPIED BY MR.
 OQ0612'WESTRA.  IT IS ABOUT 0.2 MILE SOUTHEAST OF MR. WESTRAS HOUSE,
 OQ0612'110 FEET SOUTH OF A FENCE CORNER, 5 FEET SOUTH OF A WITNESS POST,
 OQ0612'AND 1 FOOT EAST OF A NORTH-SOUTH FENCELINE.  (THIS FENCE IS TO
 OQ0612'BE REMOVED IN THE FUTURE.) THE DISK IS STAMPED BOEVE 1934 AND
 OQ0612'IS SET 12 INCHES BELOW THE SURFACE OF THE GROUND.
 OQ0612'
 OQ0612'REFERENCE MARK NO. 3 IS 38 FEET NORTH OF THE CENTERLINE OF AN
 OQ0612'EAST-WEST ROAD, AND 1 FOOT SOUTH OF A FENCELINE.  THE DISK IS
 OQ0612'STAMPED BOEVE NO 3 1949 AND PROJECTS 6 INCHES.
 OQ0612'
 OQ0612'REFERENCE MARK NO. 4 IS 37 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 OQ0612'32 FEET WEST OF A FENCE CORNER, AND 1 FOOT SOUTH OF THE FENCELINE.
 OQ0612'THE DISK IS STAMPED BOEVE NO 4 1949 AND PROJECTS 8 INCHES.
 OQ0612'
 OQ0612'THE AZIMUTH MARK IS 36 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 OQ0612'ROAD, 3 FEET SOUTHEAST OF A WITNESS POST, AND 2 FEET NORTHEAST
 OQ0612'OF A FENCE CORNER.  THE DISK IS STAMPED BOEVE AZI 1934, AND
 OQ0612'PROJECTS 6 INCHES.
 OQ0612'
 OQ0612'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 202.85 FEET
 OQ0612'OR 61.829 METERS.
 OQ0612'
 OQ0612'TO REACH THE STATION FROM THE FIRST NATIONAL BANK BUILDING IN HULL,
 OQ0612'GO WEST FOR 0.2 MILE TO A CROSS STREET.  TURN RIGHT, AND GO NORTH
 OQ0612'FOR 3.05 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 OQ0612'NORTH FOR 0.75 MILE TO A CROSS ROAD.  TURN RIGHT AND GO EAST FOR
 OQ0612'0.35 MILE TO A DRIVE WAY ON THE RIGHT.  TURN RIGHT AND GO 0.1
 OQ0612'MILE TO A GATE, SOUTHWEST OF A BARN.  PASS THRU THE GATE AND
 OQ0612'DRIVE EAST FOR 0.2 MILE TO THE STATION.
 OQ0612'
 OQ0612'ALL SIGNALS ARE VISIBLE FROM THE GROUND, EXCEPT HULL AND DOON,
 OQ0612'WHICH CAN BE SEEN AT 37 FEET.
 OQ0612'
 OQ0612'HEIGHT OF TOWER -- 64 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1134 ***********************************************************************
 OO1134  DESIGNATION -  BOLAN
 OO1134  PID         -  OO1134
 OO1134  STATE/COUNTY-  IA/WORTH
 OO1134  USGS QUAD   -  MANLY (1972)
 OO1134
 OO1134                         *CURRENT SURVEY CONTROL
 OO1134  ___________________________________________________________________
 OO1134* NAD 83(1996)-  43 21 54.34335(N)    093 07 33.24616(W)     ADJUSTED  
 OO1134* NAVD 88     -       370.6    (meters)    1216.     (feet)  VERTCON   
 OO1134  ___________________________________________________________________
 OO1134  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 OO1134  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 OO1134
 OO1134  HORZ ORDER  -  SECOND
 OO1134
 OO1134.The horizontal coordinates were established by classical geodetic methods
 OO1134.and adjusted by the National Geodetic Survey in May 1999..
 OO1134
 OO1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1134
 OO1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1134
 OO1134.The geoid height was determined by GEOID03.
 OO1134
 OO1134;                    North         East     Units Scale Factor Converg.
 OO1134;SPC IA N     - 1,207,244.553 1,530,323.598   MT  1.00001947   +0 15 12.8
 OO1134;UTM  15      - 4,801,367.011   489,798.927   MT  0.99960128   -0 05 11.2
 OO1134
 OO1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1134!SPC IA N     -   0.99994639  x   1.00001947  =   0.99996586
 OO1134!UTM  15      -   0.99994639  x   0.99960128  =   0.99954769
 OO1134
 OO1134|---------------------------------------------------------------------|
 OO1134| PID    Reference Object                     Distance      Geod. Az  |
 OO1134|                                                           dddmmss.s |
 OO1134| CI5137 BOLAN RM 1                            9.065 METERS 03349     |
 OO1134| OO1009 ST ANSGAR TV STA KGLO MAST          APPROX.23.7 KM 0880027.2 |
 OO1134| CI5136 BOLAN AZ MK                                        1752330.5 |
 OO1134| OO0651 R 35                                  9.288 METERS 22124     |
 OO1134| OO1132 KENSETT MUN TANK                    APPROX. 7.0 KM 2581310.1 |
 OO1134|---------------------------------------------------------------------|
 OO1134
 OO1134                          SUPERSEDED SURVEY CONTROL
 OO1134
 OO1134  NAD 83(1996)-  43 21 54.34335(N)    093 07 33.24616(W) AD(       ) 2
 OO1134  NAD 83(1986)-  43 21 54.33546(N)    093 07 33.24237(W) AD(       ) 2
 OO1134  NAD 27      -  43 21 54.48100(N)    093 07 32.52600(W) AD(       ) 2
 OO1134  NGVD 29 (07/19/86)  370.6    (m)         1216.     (f) VERT ANG       
 OO1134
 OO1134.Superseded values are not recommended for survey control.
 OO1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1134.See file dsdata.txt to determine how the superseded data were derived.
 OO1134
 OO1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8979901367(NAD 83)
 OO1134_MARKER: DS = TRIANGULATION STATION DISK
 OO1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1134_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1134
 OO1134  HISTORY     - Date     Condition        Report By
 OO1134  HISTORY     - 1971     MONUMENTED       NGS
 OO1134  HISTORY     - 1972     GOOD             USGS
 OO1134
 OO1134                          STATION DESCRIPTION
 OO1134
 OO1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1134'THE STATION IS LOCATED 6.5 MILES SOUTHEAST OF NORTHWOOD,
 OO1134'7 MILES NORTHEAST OF MANLY, 5 MILES NORTHEAST OF KENSETT
 OO1134'AND 4 MILES NORTHWEST OF GRAFTON.  IT IS IN THE NORTHEAST
 OO1134'1/4 OF SECTION 30, T 99 N, R 19 W.
 OO1134'
 OO1134'TO REACH THE STATION FROM THE KENSETT POST OFFICE, GO NORTH
 OO1134'ON A PAVED STREET FOR 0.15 MILE TO A PAVED ROAD.  TURN RIGHT
 OO1134'AND GO EAST ON THE PAVED ROAD FOR 4.3 MILES TO A CROSSROAD.
 OO1134'**TURN LEFT ON PAVED ROAD AND GO NORTH FOR 0.65 MILE TO
 OO1134'A RAILROAD CROSSING.  CROSS OVER RAILROAD TRACKS AND TURN
 OO1134'SHARP LEFT ALONG THE WEST SIDE OF TRACKS AND GO SOUTHWEST
 OO1134'FOR 0.2 MILES TO THE STATION ON THE RIGHT.
 OO1134'
 OO1134'**TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO
 OO1134'SOUTH ON PAVED ROAD FOR 1.0 MILES TO THE AZIMUTH MARK ON
 OO1134'THE LEFT AT A FENCE CORNER.
 OO1134'
 OO1134'THE STATION MARKS ARE STANDARD DISKS STAMPED BOLAN 1971.
 OO1134'THE SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE
 OO1134'MONUMENT, WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 OO1134'IT IS 43 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD,
 OO1134'4 FEET SOUTH OF A METAL WITNESS POST AND 3.3 FEET SOUTHEAST
 OO1134'OF A WIRE FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP
 OO1134'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 OO1134'SURFACE.
 OO1134'
 OO1134'REFERENCE MARK 1, A STANDARD DISK STAMPED BOLAN NO 1 1971,
 OO1134'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 OO1134'WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 OO1134'46 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD,
 OO1134'26.4 FEET NORTHEAST OF THE METAL WITNESS POST AND 1 FOOT
 OO1134'SOUTHEAST OF THE FENCE.
 OO1134'
 OO1134'BENCH MARK R 35 IS A STANDARD DISK STAMPED R 35 1934, SET
 OO1134'IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS
 OO1134'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET NORTHWEST
 OO1134'OF THE NORTHWEST RAIL OF THE RAILROAD, 33 FEET SOUTHWEST
 OO1134'OF THE METAL WITNESS POST AND 1 FOOT SOUTHEAST OF THE WIRE
 OO1134'FENCE.
 OO1134'
 OO1134'THE AZIMUTH MARK, A STANDARD DISK STAMPED BOLAN 1971, IS
 OO1134'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 OO1134'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 OO1134'82 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN IMPLEMENT
 OO1134'SHED, 44 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 10
 OO1134'FEET NORTH OF THE CENTERLINE OF A FARM DRIVE ON A SECTION
 OO1134'LINE, 2 FEET SOUTHWEST OF A METAL WITNESS POST AND 2 FEET
 OO1134'WEST OF THE FENCE CORNER.
 OO1134'
 OO1134'HEIGHT OF LIGHT ABOVE STATION MARK 2.52 METERS.
 OO1134
 OO1134                          STATION RECOVERY (1972)
 OO1134
 OO1134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO1134'ALL MARKS ARE IN GOOD CONDITION.  DISTANCES AND DIRECTIONS
 OO1134'CHECKED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0367 ***********************************************************************
 NK0367  DESIGNATION -  BOONE
 NK0367  PID         -  NK0367
 NK0367  STATE/COUNTY-  IA/BOONE
 NK0367  USGS QUAD   -  BOONE WEST (1976)
 NK0367
 NK0367                         *CURRENT SURVEY CONTROL
 NK0367  ___________________________________________________________________
 NK0367* NAD 83(1986)-  42 03 57.     (N)    093 52 59.     (W)     SCALED    
 NK0367* NAVD 88     -       348.114  (meters)    1142.10   (feet)  ADJUSTED  
 NK0367  ___________________________________________________________________
 NK0367  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 NK0367  DYNAMIC HT  -         348.010 (meters)    1141.76  (feet)  COMP
 NK0367  MODELED GRAV-     980,314.0   (mgal)                       NAVD 88
 NK0367
 NK0367  VERT ORDER  -  SECOND    CLASS 0
 NK0367
 NK0367.The horizontal coordinates were scaled from a topographic map and have
 NK0367.an estimated accuracy of +/- 6 seconds.
 NK0367
 NK0367.The orthometric height was determined by differential leveling
 NK0367.and adjusted by the National Geodetic Survey in June 1991..
 NK0367
 NK0367.The geoid height was determined by GEOID03.
 NK0367
 NK0367.The dynamic height is computed by dividing the NAVD 88
 NK0367.geopotential number by the normal gravity value computed on the
 NK0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0367.degrees latitude (g = 980.6199 gals.).
 NK0367
 NK0367.The modeled gravity was interpolated from observed gravity values.
 NK0367
 NK0367;                    North         East    Units  Estimated Accuracy
 NK0367;SPC IA N     - 1,062,920.    1,468,300.      MT  (+/- 180 meters Scaled)
 NK0367
 NK0367                          SUPERSEDED SURVEY CONTROL
 NK0367
 NK0367  NGVD 29 (??/??/92)  348.080  (m)         1141.99   (f) ADJ UNCH    2 0
 NK0367
 NK0367.Superseded values are not recommended for survey control.
 NK0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0367.See file dsdata.txt to determine how the superseded data were derived.
 NK0367
 NK0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG269574(NAD 83)
 NK0367_MARKER: DB = BENCH MARK DISK
 NK0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0367_SP_SET: CONCRETE FOUNDATION
 NK0367_STAMPING: BOONE 1934
 NK0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NK0367+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2001
 NK0367
 NK0367  HISTORY     - Date     Condition        Report By
 NK0367  HISTORY     - 1934     MONUMENTED       CGS
 NK0367  HISTORY     - 20011016 GOOD             INDIV
 NK0367
 NK0367                          STATION DESCRIPTION
 NK0367
 NK0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0367'AT BOONE.
 NK0367'AT BOONE, AT THE CITY WATER SUPPLY TANK SURROUNDED BY A TALL
 NK0367'FENCE, AND IN THE TOP OF THE CONCRETE FOUNDATION FOR THE
 NK0367'SOUTHWEST LEG OF THE TANK.  A STANDARD DISK, STAMPED BOONE 1934.
 NK0367
 NK0367                          STATION RECOVERY (2001)
 NK0367
 NK0367'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (NMM)
 NK0367'MUNICIPAL WATER TANK IS SITUATED IN THE NE QUADRANT OF INTERSECTION AT
 NK0367'10TH. AND GREEN ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0731 ***********************************************************************
 NK0731  DESIGNATION -  BOONE MUNICIPAL TANK
 NK0731  PID         -  NK0731
 NK0731  STATE/COUNTY-  IA/BOONE
 NK0731  USGS QUAD   -  BOONE WEST (1976)
 NK0731
 NK0731                         *CURRENT SURVEY CONTROL
 NK0731  ___________________________________________________________________
 NK0731* NAD 83(1996)-  42 03 57.90636(N)    093 52 59.18082(W)     ADJUSTED  
 NK0731* NAVD 88     -                                                        
 NK0731  ___________________________________________________________________
 NK0731  LAPLACE CORR-          -7.55  (seconds)                    DEFLEC99
 NK0731  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 NK0731
 NK0731  HORZ ORDER  -  THIRD
 NK0731
 NK0731.The horizontal coordinates were established by classical geodetic methods
 NK0731.and adjusted by the National Geodetic Survey in May 1999..
 NK0731
 NK0731
 NK0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0731
 NK0731.The geoid height was determined by GEOID03.
 NK0731
 NK0731;                    North         East     Units Scale Factor Converg.
 NK0731;SPC IA N     - 1,062,950.640 1,468,292.362   MT  1.00000011   -0 15 34.7
 NK0731;UTM  15      - 4,657,490.873   426,938.700   MT  0.99966568   -0 35 30.1
 NK0731
 NK0731                          SUPERSEDED SURVEY CONTROL
 NK0731
 NK0731  NAD 83(1986)-  42 03 57.90358(N)    093 52 59.18765(W) AD(       ) 4
 NK0731  NAD 27      -  42 03 57.97000(N)    093 52 58.36000(W) AD(       ) 3
 NK0731
 NK0731.Superseded values are not recommended for survey control.
 NK0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0731.See file dsdata.txt to determine how the superseded data were derived.
 NK0731
 NK0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG2693957491(NAD 83)
 NK0731_MARKER: 51 = TANK
 NK0731
 NK0731  HISTORY     - Date     Condition        Report By
 NK0731  HISTORY     - 1930     FIRST OBSERVED   CGS
 NK0731
 NK0731                          STATION DESCRIPTION
 NK0731
 NK0731'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0750 ***********************************************************************
 NK0750  DESIGNATION -  BOONEPORT
 NK0750  PID         -  NK0750
 NK0750  STATE/COUNTY-  IA/BOONE
 NK0750  USGS QUAD   -  BOONE EAST (1976)
 NK0750
 NK0750                         *CURRENT SURVEY CONTROL
 NK0750  ___________________________________________________________________
 NK0750* NAD 83(1996)-  42 03 07.41268(N)    093 50 57.66033(W)     ADJUSTED  
 NK0750* NAVD 88     -       346.3    (meters)    1136.     (feet)  VERTCON   
 NK0750  ___________________________________________________________________
 NK0750  X           -    -318,437.712 (meters)                     COMP
 NK0750  Y           -  -4,732,663.279 (meters)                     COMP
 NK0750  Z           -   4,250,112.484 (meters)                     COMP
 NK0750  LAPLACE CORR-          -8.84  (seconds)                    DEFLEC99
 NK0750  ELLIP HEIGHT-         318.37  (meters)          (05/06/99) GPS OBS
 NK0750  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 NK0750
 NK0750  HORZ ORDER  -  THIRD
 NK0750  ELLP ORDER  -  FOURTH    CLASS I
 NK0750
 NK0750.The horizontal coordinates were established by GPS observations
 NK0750.and adjusted by the National Geodetic Survey in May 1999..
 NK0750
 NK0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0750
 NK0750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0750
 NK0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0750
 NK0750.The ellipsoidal height was determined by GPS observations
 NK0750.and is referenced to NAD 83.
 NK0750
 NK0750.The geoid height was determined by GEOID03.
 NK0750
 NK0750;                    North         East     Units Scale Factor Converg.
 NK0750;SPC IA N     - 1,061,380.616 1,471,079.687   MT  1.00000268   -0 14 12.4
 NK0750;UTM  15      - 4,655,905.255   429,715.939   MT  0.99966078   -0 34 08.1
 NK0750
 NK0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0750!SPC IA N     -   0.99995007  x   1.00000268  =   0.99995275
 NK0750!UTM  15      -   0.99995007  x   0.99966078  =   0.99961087
 NK0750
 NK0750:                Primary Azimuth Mark                     Grid Az
 NK0750:SPC IA N     -  BOONEPORT AZ MK                          150 05 09.9
 NK0750:UTM  15      -  BOONEPORT AZ MK                          150 25 05.6
 NK0750
 NK0750|---------------------------------------------------------------------|
 NK0750| PID    Reference Object                     Distance      Geod. Az  |
 NK0750|                                                           dddmmss.s |
 NK0750| NK0751 BOONEPORT AZ MK                     APPROX. 0.6 KM 1495057.5 |
 NK0750|---------------------------------------------------------------------|
 NK0750
 NK0750                          SUPERSEDED SURVEY CONTROL
 NK0750
 NK0750  NAD 83(1986)-  42 03 07.41749(N)    093 50 57.66177(W) AD(       ) 3
 NK0750  NGVD 29 (07/09/90)  346.3    (m)         1136.     (f) GPS OBS        
 NK0750
 NK0750.Superseded values are not recommended for survey control.
 NK0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0750.See file dsdata.txt to determine how the superseded data were derived.
 NK0750
 NK0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG2971655905(NAD 83)
 NK0750_MARKER: I = METAL ROD
 NK0750_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NK0750_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NK0750_STAMPING: BOONEPORT 1989
 NK0750_MARK LOGO: NGS   
 NK0750_PROJECTION: FLUSH
 NK0750_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0750+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NK0750_ROD/PIPE-DEPTH: 5.8  meters
 NK0750_SLEEVE-DEPTH  : 0.91 meters
 NK0750
 NK0750  HISTORY     - Date     Condition        Report By
 NK0750  HISTORY     - 1989     MONUMENTED       NGS
 NK0750
 NK0750                          STATION DESCRIPTION
 NK0750
 NK0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NK0750'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) EAST-SOUTHEAST OF BOONE,
 NK0750'AT THE BOONE MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE RUNWAY AND
 NK0750'ENTRANCE RAMP.  OWNERSHIP--CITY OF BOONE, IA, PHONE (515) 432-6441.
 NK0750'THE AIRPORT MANAGER IS RODNEY ROY.
 NK0750'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 30 AND COUNTY
 NK0750'ROAD R 27, ABOUT 2.1 KM (1.30 MI) EAST OF THE JUNCTION OF US HIGHWAY
 NK0750'30 AND STATE HIGHWAY 164.  TURN LEFT ON COUNTY ROAD R 27 (SNEDDEN
 NK0750'DRIVE) FOR 1.9 KM (1.20 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 NK0750'TURN RIGHT ON THE ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO THE ROADS END
 NK0750'AT A GATE.  PASS THROUGH THE GATE ONTO THE APRON AND ENTRANCE RAMP TO
 NK0750'THE JUNCTION OF THE RUNWAY AND THE STATION ON THE RIGHT.
 NK0750'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NK0750'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NK0750'SURROUNDED BY CONCRETE.  LOCATED 24.3 M (79.7 FT) SOUTHWEST OF THE
 NK0750'CENTER OF THE RUNWAY, 16.6 M (54.5 FT) SOUTH OF THE CENTER OF THE
 NK0750'ENTRANCE RAMP, 8.7 M (28.5 FT) SOUTHWEST OF THE CURVED EDGE OF THE
 NK0750'ENTRANCE RAMP AND 8.7 M (28.5 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 NK0750'POST.
 NK0750'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NK0750'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0751 ***********************************************************************
 NK0751  DESIGNATION -  BOONEPORT AZ MK
 NK0751  PID         -  NK0751
 NK0751  STATE/COUNTY-  IA/BOONE
 NK0751  USGS QUAD   -  BOONE EAST (1976)
 NK0751
 NK0751                         *CURRENT SURVEY CONTROL
 NK0751  ___________________________________________________________________
 NK0751* NAD 83(1996)-  42 02 49.32607(N)    093 50 43.56544(W)     ADJUSTED  
 NK0751* NAVD 88     -       346.4    (meters)    1136.     (feet)  VERTCON   
 NK0751  ___________________________________________________________________
 NK0751  X           -    -318,139.381 (meters)                     COMP
 NK0751  Y           -  -4,733,058.020 (meters)                     COMP
 NK0751  Z           -   4,249,698.126 (meters)                     COMP
 NK0751  LAPLACE CORR-          -9.06  (seconds)                    DEFLEC99
 NK0751  ELLIP HEIGHT-         318.44  (meters)          (05/06/99) GPS OBS
 NK0751  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 NK0751
 NK0751  HORZ ORDER  -  THIRD
 NK0751  ELLP ORDER  -  FOURTH    CLASS I
 NK0751
 NK0751.The horizontal coordinates were established by GPS observations
 NK0751.and adjusted by the National Geodetic Survey in May 1999..
 NK0751
 NK0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0751
 NK0751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0751
 NK0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0751
 NK0751.The ellipsoidal height was determined by GPS observations
 NK0751.and is referenced to NAD 83.
 NK0751
 NK0751.The geoid height was determined by GEOID03.
 NK0751
 NK0751;                    North         East     Units Scale Factor Converg.
 NK0751;SPC IA N     - 1,060,821.244 1,471,401.522   MT  1.00000362   -0 14 02.8
 NK0751;UTM  15      - 4,655,344.219   430,034.416   MT  0.99966023   -0 33 58.5
 NK0751
 NK0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0751!SPC IA N     -   0.99995006  x   1.00000362  =   0.99995368
 NK0751!UTM  15      -   0.99995006  x   0.99966023  =   0.99961031
 NK0751
 NK0751:                Primary Azimuth Mark                     Grid Az
 NK0751:SPC IA N     -  BOONEPORT                                330 05 09.7
 NK0751:UTM  15      -  BOONEPORT                                330 25 05.4
 NK0751
 NK0751|---------------------------------------------------------------------|
 NK0751| PID    Reference Object                     Distance      Geod. Az  |
 NK0751|                                                           dddmmss.s |
 NK0751| NK0750 BOONEPORT                           APPROX. 0.6 KM 3295106.9 |
 NK0751|---------------------------------------------------------------------|
 NK0751
 NK0751                          SUPERSEDED SURVEY CONTROL
 NK0751
 NK0751  NAD 83(1986)-  42 02 49.33088(N)    093 50 43.56698(W) AD(       ) 3
 NK0751  NGVD 29 (07/09/90)  346.4    (m)         1136.     (f) GPS OBS        
 NK0751
 NK0751.Superseded values are not recommended for survey control.
 NK0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0751.See file dsdata.txt to determine how the superseded data were derived.
 NK0751
 NK0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG3003455344(NAD 83)
 NK0751_MARKER: I = METAL ROD
 NK0751_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NK0751_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NK0751_STAMPING: BOONEPORT AZ MK 1989
 NK0751_MARK LOGO: NGS   
 NK0751_PROJECTION: FLUSH
 NK0751_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0751+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NK0751_ROD/PIPE-DEPTH: 7.1  meters
 NK0751_SLEEVE-DEPTH  : 0.91 meters
 NK0751
 NK0751  HISTORY     - Date     Condition        Report By
 NK0751  HISTORY     - 1989     MONUMENTED       NGS
 NK0751
 NK0751                          STATION DESCRIPTION
 NK0751
 NK0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NK0751'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) EAST-SOUTHEAST OF BOONE,
 NK0751'AT THE BOONE MUNICIPAL AIRPORT AND ON THE EAST SIDE OF THE SOUTH
 NK0751'APPROACH STROBE LIGHT OF RUNWAY 32.  OWNERSHIP--CITY OF BOONE, IA,
 NK0751'PHONE (515) 432-6441.  THE AIRPORT MANAGER IS RODNEY ROY.
 NK0751'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 30 AND COUNTY
 NK0751'ROAD R 27, ABOUT 2.1 KM (1.30 MI) EAST OF THE JUNCTION OF US HIGHWAY
 NK0751'30 AND STATE HIGHWAY 164, TURN LEFT ON COUNTY ROAD R 27 (SNEDDEN
 NK0751'DRIVE) FOR 1.9 KM (1.20 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 NK0751'TURN RIGHT ON THE ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO THE ROADS END
 NK0751'AT A GATE.  PASS THROUGH THE GATE ONTO THE APRON AND ENTRANCE RAMP TO
 NK0751'THE JUNCTION OF THE RUNWAY AND THE STATION ON THE RIGHT.
 NK0751'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NK0751'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NK0751'SURROUNDED BY CONCRETE.  LOCATED 30.8 M (101.0 FT) SOUTHWEST OF THE
 NK0751'EXTENDED CENTER OF THE RUNWAY, 9.8 M (32.2 FT) SOUTH OF THE SOUTH EDGE
 NK0751'OF THE TURN-AROUND, 3.8 M (12.5 FT) EAST OF THE STROBE LIGHT AND 2.6 M
 NK0751'(8.5 FT) EAST OF A FIBERGLASS WITNESS.
 NK0751'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NK0751'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1154 ***********************************************************************
 MJ1154  DESIGNATION -  BOTNA RESET
 MJ1154  PID         -  MJ1154
 MJ1154  STATE/COUNTY-  IA/SHELBY
 MJ1154  USGS QUAD   -  IRWIN (1978)
 MJ1154
 MJ1154                         *CURRENT SURVEY CONTROL
 MJ1154  ___________________________________________________________________
 MJ1154* NAD 83(1996)-  41 51 14.15774(N)    095 10 12.87360(W)     ADJUSTED  
 MJ1154* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 MJ1154  ___________________________________________________________________
 MJ1154  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 MJ1154  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 MJ1154
 MJ1154  HORZ ORDER  -  THIRD
 MJ1154
 MJ1154.The horizontal coordinates were established by classical geodetic methods
 MJ1154.and adjusted by the National Geodetic Survey in May 1999..
 MJ1154
 MJ1154.The orthometric height was scaled from a topographic map.
 MJ1154
 MJ1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1154
 MJ1154.The geoid height was determined by GEOID03.
 MJ1154
 MJ1154;                    North         East     Units Scale Factor Converg.
 MJ1154;SPC IA S     -   207,216.105   361,309.786   MT  1.00001330   -1 06 00.7
 MJ1154;SPC IA N     - 1,040,684.128 1,361,305.832   MT  1.00004541   -1 07 55.2
 MJ1154;UTM  15      - 4,635,835.823   319,850.409   MT  0.99999937   -1 26 54.4
 MJ1154
 MJ1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1154!SPC IA S     -   0.99993650  x   1.00001330  =   0.99994980
 MJ1154!SPC IA N     -   0.99993650  x   1.00004541  =   0.99998191
 MJ1154!UTM  15      -   0.99993650  x   0.99999937  =   0.99993587
 MJ1154
 MJ1154:                Primary Azimuth Mark                     Grid Az
 MJ1154:SPC IA S     -  MANNING MUNICIPAL TANK                   056 36 28.0
 MJ1154:SPC IA N     -  MANNING MUNICIPAL TANK                   056 38 22.5
 MJ1154:UTM  15      -  MANNING MUNICIPAL TANK                   056 57 21.7
 MJ1154
 MJ1154|---------------------------------------------------------------------|
 MJ1154| PID    Reference Object                     Distance      Geod. Az  |
 MJ1154|                                                           dddmmss.s |
 MJ1154| MJ1149 MANNING MUNICIPAL TANK              APPROX.10.8 KM 0553027.3 |
 MJ1154| CL6934 BOTNA RM 1                           17.846 METERS 09434     |
 MJ1154| CL6933 BOTNA AZ MK RESET                                  1775859.2 |
 MJ1154| CL6936 BOTNA RM 3                            8.589 METERS 19145     |
 MJ1154| MJ1156 IRWIN MUNICIPAL TANK                APPROX. 7.1 KM 2035707.7 |
 MJ1154| MJ1159 MANILLA MUNICIPAL TANK              APPROX. 6.3 KM 3100721.5 |
 MJ1154| CL6935 BOTNA RM 2                           16.032 METERS 35604     |
 MJ1154|---------------------------------------------------------------------|
 MJ1154
 MJ1154                          SUPERSEDED SURVEY CONTROL
 MJ1154
 MJ1154  NAD 83(1996)-  41 51 14.15718(N)    095 10 12.87640(W) AD(       ) 3
 MJ1154  NAD 83(1986)-  41 51 14.15723(N)    095 10 12.87679(W) AD(       ) 3
 MJ1154  NAD 27      -  41 51 14.20000(N)    095 10 11.89900(W) AD(       ) 3
 MJ1154
 MJ1154.Superseded values are not recommended for survey control.
 MJ1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1154.See file dsdata.txt to determine how the superseded data were derived.
 MJ1154
 MJ1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1985035836(NAD 83)
 MJ1154_MARKER: DS = TRIANGULATION STATION DISK
 MJ1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1154
 MJ1154  HISTORY     - Date     Condition        Report By
 MJ1154  HISTORY     - 1974     MONUMENTED       NGS
 MJ1154
 MJ1154                          STATION DESCRIPTION
 MJ1154
 MJ1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MJ1154'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 MJ1154'MARK WAS RECOVERED EXPOSED ABOUT 2 FEET ON ITS WEST SIDE AND IN ITS
 MJ1154'ORIGINAL POSITION.  THE STATION MARKS AND REFERENCE MARK 1 WERE
 MJ1154'DESTROYED BY ROAD CONSTRUCTION.  NEW STATION MARKS WERE SET IN
 MJ1154'THERE ORIGINAL POSITION USING THE DISTANCE FROM REFERENCE MARK 2
 MJ1154'AND THE HORIZONTAL DIRECTIONS TO THE AZIMUTH MARK AND THREE
 MJ1154'INTERSECTION STATIONS LISTED ABOVE.  REFERENCE MARK 3 WAS
 MJ1154'ESTABLISHED AND THE AZIMUTH MARK CONCRETE MONUMENT WAS LOWERED
 MJ1154'IN ITS ORIGINAL POSITION.
 MJ1154'
 MJ1154'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 MJ1154'
 MJ1154'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED BOTNA 1950 1974,
 MJ1154'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 MJ1154'IS 4 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 34.5 FEET
 MJ1154'SOUTH OF THE CENTER OF A GATE, 27.5 FEET SOUTH-SOUTHEAST OF THE
 MJ1154'SOUTH END GATE POST, 28 FEET WEST OF THE CENTER OF A SURFACED
 MJ1154'ROAD, 7 FEET EAST OF A NORTH-SOUTH FENCE AND 7 FEET EAST OF A
 MJ1154'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 MJ1154'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE
 MJ1154'AND IS STAMPED BOTNA 1950 1974.
 MJ1154'
 MJ1154'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOTNA NO 2 1950, SET IN
 MJ1154'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 MJ1154'16 INCHES.  IT IS 18 FEET NORTH OF THE CENTER OF THE GATE AT
 MJ1154'FIELD ENTRANCE, 8 FEET SOUTH OF A POWER POLE AND 2.5 FEET EAST
 MJ1154'OF A NORTH-SOUTH FENCE.
 MJ1154'
 MJ1154'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BOTNA 1950 NO 3 1974,
 MJ1154'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 MJ1154'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND GRAVEL
 MJ1154'AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 34 FEET WEST
 MJ1154'OF THE CENTER OF THE SURFACED ROAD, 0.6 FOOT EAST OF THE
 MJ1154'NORTH-SOUTH FENCE AND 0.8 FOOT NORTH OF A METAL WITNESS POST.
 MJ1154'
 MJ1154'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOTNA 1950 1974, SET IN
 MJ1154'TOP OF A 14 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 MJ1154'THE SURFACE OF THE GROUND.  IT IS 28 FEET EAST OF THE CENTER OF A
 MJ1154'SURFACED ROAD, 7.5 FEET SOUTH-SOUTHWEST OF THE SOUTH END GATE
 MJ1154'POST AND 3 FEET WEST OF A NORTH-SOUTH FENCE.
 MJ1154'
 MJ1154'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 141 AND
 MJ1154'COUNTY ROAD M 66 AT THE WEST EDGE OF MANNING, GO SOUTH ON M 66
 MJ1154'FOR 4.15 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A
 MJ1154'COUNTY ROAD FOR 3.8 MILES TO A RAILROAD TRACK.  CONTINUE WEST
 MJ1154'ON THE COUNTY ROAD FOR 1.5 MILES TO A CROSSROAD AND THE AZIMUTH
 MJ1154'MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  TURN RIGHT AND
 MJ1154'GO NORTH ON A SURFACED ROAD FOR 0.3 MILE TO THE TOP OF HILL, A
 MJ1154'FIELD APPROACH ON THE LEFT AND RIGHT AND THE STATION ON THE LEFT.
 MJ1154'
 MJ1154'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 MJ1154'SOUTHEAST OF MANILLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0604 ***********************************************************************
 OQ0604  DESIGNATION -  BOYDEN MUNICIPAL TANK
 OQ0604  PID         -  OQ0604
 OQ0604  STATE/COUNTY-  IA/SIOUX
 OQ0604  USGS QUAD   -  BOYDEN (1964)
 OQ0604
 OQ0604                         *CURRENT SURVEY CONTROL
 OQ0604  ___________________________________________________________________
 OQ0604* NAD 83(1996)-  43 11 28.74046(N)    096 00 23.24497(W)     ADJUSTED  
 OQ0604* NAVD 88     -                                                        
 OQ0604  ___________________________________________________________________
 OQ0604  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 OQ0604  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 OQ0604
 OQ0604  HORZ ORDER  -  THIRD
 OQ0604
 OQ0604.The horizontal coordinates were established by classical geodetic methods
 OQ0604.and adjusted by the National Geodetic Survey in May 1999..
 OQ0604
 OQ0604
 OQ0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0604
 OQ0604.The geoid height was determined by GEOID03.
 OQ0604
 OQ0604;                    North         East     Units Scale Factor Converg.
 OQ0604;SPC IA N     - 1,190,891.025 1,296,288.799   MT  0.99998710   -1 41 55.5
 OQ0604;UTM  14      - 4,786,411.864   743,247.516   MT  1.00032793   +2 02 59.6
 OQ0604;UTM  15      - 4,786,449.506   255,703.075   MT  1.00033423   -2 03 31.5
 OQ0604
 OQ0604                          SUPERSEDED SURVEY CONTROL
 OQ0604
 OQ0604  NAD 83(1996)-  43 11 28.74047(N)    096 00 23.24497(W) AD(       ) 4
 OQ0604  NAD 83(1996)-  43 11 28.73974(N)    096 00 23.23458(W) AD(       ) 4
 OQ0604  NAD 83(1996)-  43 11 28.73825(N)    096 00 23.23815(W) AD(       ) 4
 OQ0604  NAD 83(1986)-  43 11 28.74047(N)    096 00 23.23410(W) AD(       ) 4
 OQ0604  NAD 27      -  43 11 28.81700(N)    096 00 22.16800(W) AD(       ) 3
 OQ0604
 OQ0604.Superseded values are not recommended for survey control.
 OQ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0604.See file dsdata.txt to determine how the superseded data were derived.
 OQ0604
 OQ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN4324886412(NAD 83)
 OQ0604_MARKER: 51 = TANK
 OQ0604
 OQ0604  HISTORY     - Date     Condition        Report By
 OQ0604  HISTORY     - 1934     FIRST OBSERVED   CGS
 OQ0604
 OQ0604                          STATION DESCRIPTION
 OQ0604
 OQ0604'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1308 ***********************************************************************
 MJ1308  DESIGNATION -  BOYER
 MJ1308  PID         -  MJ1308
 MJ1308  STATE/COUNTY-  IA/HARRISON
 MJ1308  USGS QUAD   -  LOGAN (1970)
 MJ1308
 MJ1308                         *CURRENT SURVEY CONTROL
 MJ1308  ___________________________________________________________________
 MJ1308* NAD 83(1996)-  41 43 31.68255(N)    095 47 13.32064(W)     ADJUSTED  
 MJ1308* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 MJ1308  ___________________________________________________________________
 MJ1308  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 MJ1308  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 MJ1308
 MJ1308  HORZ ORDER  -  THIRD
 MJ1308
 MJ1308.The horizontal coordinates were established by classical geodetic methods
 MJ1308.and adjusted by the National Geodetic Survey in May 1999..
 MJ1308
 MJ1308.The orthometric height was scaled from a topographic map.
 MJ1308
 MJ1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1308
 MJ1308.The geoid height was determined by GEOID03.
 MJ1308
 MJ1308;                    North         East     Units Scale Factor Converg.
 MJ1308;SPC IA S     -   194,117.472   309,729.054   MT  0.99999024   -1 30 23.3
 MJ1308;UTM  15      - 4,623,049.989   268,184.483   MT  1.00026134   -1 51 20.8
 MJ1308
 MJ1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1308!SPC IA S     -   0.99994005  x   0.99999024  =   0.99993029
 MJ1308!UTM  15      -   0.99994005  x   1.00026134  =   1.00020137
 MJ1308
 MJ1308|---------------------------------------------------------------------|
 MJ1308| PID    Reference Object                     Distance      Geod. Az  |
 MJ1308|                                                           dddmmss.s |
 MJ1308| CL6938 BOYER RM 1                           13.459 METERS 08451     |
 MJ1308| CL6939 BOYER RM 2                           28.962 METERS 23844     |
 MJ1308| MJ1326 MAGNOLIA ZION LUTH CH STEEPLE       APPROX. 8.3 KM 2425006.7 |
 MJ1308| CL6937 BOYER AZ MK                                        2670558.9 |
 MJ1308|---------------------------------------------------------------------|
 MJ1308
 MJ1308                          SUPERSEDED SURVEY CONTROL
 MJ1308
 MJ1308  NAD 83(1996)-  41 43 31.68324(N)    095 47 13.32145(W) AD(       ) 3
 MJ1308  NAD 83(1986)-  41 43 31.68671(N)    095 47 13.32346(W) AD(       ) 3
 MJ1308  NAD 27      -  41 43 31.73500(N)    095 47 12.29900(W) AD(       ) 3
 MJ1308
 MJ1308.Superseded values are not recommended for survey control.
 MJ1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1308.See file dsdata.txt to determine how the superseded data were derived.
 MJ1308
 MJ1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG6818423050(NAD 83)
 MJ1308_MARKER: DS = TRIANGULATION STATION DISK
 MJ1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1308
 MJ1308  HISTORY     - Date     Condition        Report By
 MJ1308  HISTORY     - 1950     MONUMENTED       CGS
 MJ1308  HISTORY     - 1970     SEE DESCRIPTION  USGS
 MJ1308  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MJ1308
 MJ1308                          STATION DESCRIPTION
 MJ1308
 MJ1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1308'THE STATION IS LOCATED ABOUT 5 MILES WEST AND 1 MILE SOUTH OF
 MJ1308'WOODBINE, ON THE RIGHT-OF-WAY OF A PUBLIC ROAD.  IT IS 23 FEET
 MJ1308'NORTH OF THE CENTERLINE OF THE DIRT ROAD, 6 FEET SOUTHEAST OF A
 MJ1308'GARDEN CORNER POST WITH A TRIANGLE BLAZE, 4 FEET S OF A GARDEN
 MJ1308'FENCE, AND 3.4 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 2
 MJ1308'INCHES AND THE DISK IS STAMPED BOYER 1950.
 MJ1308'
 MJ1308'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF THE CENTERLINE OF THE
 MJ1308'ROAD, AND 1 FOOT SOUTH OF THE GARDEN FENCE.  THE MARK PROJECTS 2
 MJ1308'INCHES AND THE DISK IS STAMPED BOYER NO 1 1950.
 MJ1308'
 MJ1308'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 MJ1308'AND 2 FEET NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS 3 INCHES
 MJ1308'AND THE DISK IS STAMPED BOYER NO 2 1950.
 MJ1308'
 MJ1308'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 MJ1308'7 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 3 FEET SOUTH OF A
 MJ1308'RIGHT-OF-WAY FENCE, 1-1/2 FEET SOUTH OF A WITNESS POST, AND 1/2
 MJ1308'FOOT EAST OF A FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 MJ1308'STAMPED BOYER 1950.
 MJ1308'
 MJ1308'TO REACH THE STATION FROM WOODBINE, FROM THE MAIN CROSS-STREETS
 MJ1308'JUST NORTHEAST OF THE FIRST NATIONAL BANK, GO WEST ON COUNTY ROUTE
 MJ1308'D FOR 0.3 MILE TO A CROSS-STREETS JUST SOUTHWEST OF A SCHOOL.
 MJ1308'TURN LEFT AND GO SOUTH FOR 0.2 MILE TO ANOTHER CROSS-STREETS.
 MJ1308'TURN RIGHT AND GO WEST FOR 0.1 MILE TO A T INTERSECTION.  TURN
 MJ1308'LEFT AND GO SOUTH FOR 0.1 MILE TO ANOTHER T INTERSECTION.  TURN
 MJ1308'RIGHT AND GO WEST FOR 0.8 MILE TO A FORK, TAKE LEFT FORK ACROSS
 MJ1308'A BRIDGE AND FOLLOW MAIN DIRT ROAD FOR 1.9 MILES TO A SIDE ROAD
 MJ1308'RIGHT.  CONTINUE ON PAST THIS SIDE ROAD AND GO WEST AND SOUTH
 MJ1308'FOR 0.7 MILE TO A FORK, TAKE RIGHT FORK AND GO WEST FOR 0.5 MILE
 MJ1308'TO A CROSS-ROAD, CONTINUE ON WEST FOR 0.35 MILE TO THE STATION ON
 MJ1308'THE RIGHT AS DESCRIBED.
 MJ1308'
 MJ1308'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.4 MILE TO
 MJ1308'THE TOP OF A HILL AND THE MARK ON THE LEFT AS DESCRIBED.
 MJ1308'
 MJ1308'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MJ1308
 MJ1308                          STATION RECOVERY (1970)
 MJ1308
 MJ1308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (GO)
 MJ1308'STATION WAS NOT RECOVERED.
 MJ1308'A DITCH HAS BEEN CUT WHERE MARK WAS AND R.M. 1 FOUND.
 MJ1308
 MJ1308                          STATION RECOVERY (1971)
 MJ1308
 MJ1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MJ1308'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 MJ1308'DESTROYED DURING ROAD CONSTRUCTION.  REFERENCE MARK NO. 1 WAS
 MJ1308'RECOVERED AND FOUND IN GOOD CONDITION BUT THE SOUTH SIDE OF THE
 MJ1308'MARK IS EXPOSED AND PROBABLY BE DESTROYED BY EROISON IN THE NEAR
 MJ1308'FUTURE.  THE UNDERGROUND MARK WAS SEARCHED FOR BUT IT WAS ALSO
 MJ1308'DESTROYED BY THE ROAD CONSTRUCTION.  THIS STATION SHOULD BE
 MJ1308'CONSIDERED DESTROYED.
 MJ1308'
 MJ1308'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 MJ1308'WEST AND 1 MILE SOUTH OF WOODBINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1243 ***********************************************************************
 MJ1243  DESIGNATION -  BOYNE
 MJ1243  PID         -  MJ1243
 MJ1243  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1243  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1243
 MJ1243                         *CURRENT SURVEY CONTROL
 MJ1243  ___________________________________________________________________
 MJ1243* NAD 83(1996)-  41 15 14.60859(N)    095 50 33.25651(W)     ADJUSTED  
 MJ1243* NAVD 88     -       389.89   (+/-2cm)    1279.2    (feet)  VERTCON   
 MJ1243  ___________________________________________________________________
 MJ1243  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 MJ1243  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ1243
 MJ1243  HORZ ORDER  -  FIRST
 MJ1243  VERT ORDER  -  THIRD ? (See Below)
 MJ1243
 MJ1243.The horizontal coordinates were established by classical geodetic methods
 MJ1243.and adjusted by the National Geodetic Survey in May 1999..
 MJ1243
 MJ1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1243.The vertical order pertains to the NGVD 29 superseded value.
 MJ1243
 MJ1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1243
 MJ1243.The geoid height was determined by GEOID03.
 MJ1243
 MJ1243;                    North         East     Units Scale Factor Converg.
 MJ1243;SPC IA S     -   141,904.981   303,699.860   MT  0.99994880   -1 32 35.0
 MJ1243;SPC NE       -   166,109.778   848,189.645   MT  0.99966820   +2 45 18.4
 MJ1243;UTM  15      - 4,570,857.810   261,842.810   MT  1.00029810   -1 52 31.0
 MJ1243
 MJ1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1243!SPC IA S     -   0.99994317  x   0.99994880  =   0.99989197
 MJ1243!SPC NE       -   0.99994317  x   0.99966820  =   0.99961139
 MJ1243!UTM  15      -   0.99994317  x   1.00029810  =   1.00024125
 MJ1243
 MJ1243:                Primary Azimuth Mark                     Grid Az
 MJ1243:SPC IA S     -  J WILCOX GREENHOUSES TALL STK            024 19 57.2
 MJ1243:SPC NE       -  J WILCOX GREENHOUSES TALL STK            020 02 03.8
 MJ1243:UTM  15      -  J WILCOX GREENHOUSES TALL STK            024 39 53.2
 MJ1243
 MJ1243|---------------------------------------------------------------------|
 MJ1243| PID    Reference Object                     Distance      Geod. Az  |
 MJ1243|                                                           dddmmss.s |
 MJ1243| MJ1241 J WILCOX GREENHOUSES TALL STK       APPROX. 2.2 KM 0224722.2 |
 MJ1243| CL6941 BOYNE RM 1                           59.704 METERS 02324     |
 MJ1243| MJ1257 COUNCIL BLUFFS S MUNICIPAL TK       APPROX. 0.8 KM 0665406.8 |
 MJ1243| MJ1210 COUNCIL BLUFFS SCH DEAF STK         APPROX. 3.8 KM 1473440.8 |
 MJ1243| CL6940 BOYNE AZ MK                                        1540837.7 |
 MJ1243| MJ1207 J WILCOX AND SON GRNHSE CO STK      APPROX. 4.0 KM 1842533.7 |
 MJ1243| MJ1231 COUNCIL BLUFF OMAHA ELEV C STK      APPROX. 3.2 KM 2464019.8 |
 MJ1243| MJ1260 COUNCIL BLUFFS WTR WK C OF STK      APPROX. 5.4 KM 2790534.1 |
 MJ1243| MJ1281 COUNCIL BLUFFS T JEFF HS C STK      APPROX. 3.5 KM 2823220.4 |
 MJ1243| CL6942 BOYNE RM 2                           31.269 METERS 28805     |
 MJ1243| MJ1254 COUNCIL BLUFFS ST FRANCIS CH        APPROX. 1.0 KM 2910108.0 |
 MJ1243| MJ1249 COUNCIL BLUFFS CO CTHSE CUPOLA      APPROX. 0.8 KM 2954050.4 |
 MJ1243| MJ1248 COUNCIL BLUFFS US PO BLDG CUP       APPROX. 1.1 KM 3131951.2 |
 MJ1243| MJ1255 COUNCIL BLUFFS ST PETERS CH         APPROX. 0.8 KM 3301138.7 |
 MJ1243| MJ1246 COUNCIL BLUFFS WASH AVE HS CUP      APPROX. 1.2 KM 3305706.2 |
 MJ1243| MJ1258 BOYNE 2                               8.820 METERS 35349     |
 MJ1243| MJ1252 COUNCIL BLUFFS BROADWAY ME CH       APPROX. 1.0 KM 3553253.9 |
 MJ1243|---------------------------------------------------------------------|
 MJ1243
 MJ1243                          SUPERSEDED SURVEY CONTROL
 MJ1243
 MJ1243  NAD 83(1996)-  41 15 14.60867(N)    095 50 33.25631(W) AD(       ) 1
 MJ1243  NAD 83(1986)-  41 15 14.61780(N)    095 50 33.25654(W) AD(       ) 1
 MJ1243  NAD 27      -  41 15 14.61800(N)    095 50 32.22300(W) AD(       ) 1
 MJ1243  NGVD 29 (07/19/86)  389.78   (m)         1278.8    (f) LEVELING    3  
 MJ1243
 MJ1243.Superseded values are not recommended for survey control.
 MJ1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1243.See file dsdata.txt to determine how the superseded data were derived.
 MJ1243
 MJ1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6184370858(NAD 83)
 MJ1243_MARKER: DS = TRIANGULATION STATION DISK
 MJ1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1243_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1243
 MJ1243  HISTORY     - Date     Condition        Report By
 MJ1243  HISTORY     - 1934     MONUMENTED       CGS
 MJ1243  HISTORY     - 1967     GOOD             NEDR
 MJ1243  HISTORY     - 1970     GOOD             NGS
 MJ1243  HISTORY     - 1973     GOOD             NGS
 MJ1243
 MJ1243                          STATION DESCRIPTION
 MJ1243
 MJ1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ1243'STATION IS LOCATED ON THE HIGHEST PART OF FAIRMOUNT PARTK, IN
 MJ1243'THE SOUTH CENTRAL PART OF COUNCIL BLUFFS, IN THE SOUTHEAST QUARTER
 MJ1243'OF SEC. 36, T. 75 N., R. 44 W., ON LAND OWNED BY THE CITY OF
 MJ1243'COUNCIL BLUFFS AND OCCUPIED BY FAIRMOUNT PARK.
 MJ1243'
 MJ1243'STATION IS REACHED FROM COUNCIL BLUFFS FROM THE INTERSECTION OF
 MJ1243'BROADWAY, U.S. HIGHWAY 30 S AND PARK, SOUTH ON PARK STREET 0.8
 MJ1243'MILE TO TOP OF HILL AND STATION.  STATION IS 69 FEET EAST OF
 MJ1243'CENTERLINE OF PARK DRIVE.
 MJ1243'
 MJ1243'REFERENCE MARK NO. 1 IS 40 YARDS SOUTHWEST OF SOUTH RADIO TOWER,
 MJ1243'45 FEET NORTH OF CENTERLINE OF PARK DRIVE, 195.35 FEET NORTH
 MJ1243'OF STATION AND PROJECTS 5 INCHES.
 MJ1243'
 MJ1243'REFERENCE MARK NO. 2 IS 18.2 FEET WEST OF GUARD-RAIL FENCE,
 MJ1243'44 FEET NORTH OF CENTERLINE OF PARK DRIVE, 102.21 FEET WEST OF
 MJ1243'STATION AND PROJECTS 3 INCHES.
 MJ1243'
 MJ1243'TO REACH AZIMUTH MARK GO FROM TOP OF HILL 0.05 MILE TO PAVED
 MJ1243'ROAD, TURN LEFT AND GO DOWN HLL 0.15 MILE, THEN LEFT AND GO 0.04
 MJ1243'MILE TO END OF CAR LINE, CONTINUE 0.15 MILE, TURN SHARP RIGHT
 MJ1243'FROM GRAHAM AVENUE ON TO MADISON AVENUE FOR 0.25 MILE, TURN
 MJ1243'RIGHT, UP HILL ON WINDING ROAD 0.95 MILE TO MARK.  MARK IS ABOUT
 MJ1243'65 FEET FROM CENTERLINE OF DIRT ROAD.
 MJ1243'
 MJ1243'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 MJ1243
 MJ1243                          STATION RECOVERY (1967)
 MJ1243
 MJ1243'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MJ1243'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 MJ1243'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MJ1243'
 MJ1243'PREVIOUS TO REACH INFORMATION IS ADEQUATE.
 MJ1243'
 MJ1243'ALTERNATE TO REACH INFORMATION IS AS FOLLOWS--FROM THE ROCK ISLAND
 MJ1243'DEPOT IN COUNCIL BLUFFS AT THE INTERSECTION OF 16TH AVENUE AND
 MJ1243'SOUTH MAIN STREET, GO EAST 0.15 MILE ON 16TH AVE. TO AN
 MJ1243'INTERSECTION WITH HIGHWAY 375, CONTINUE EAST ON 16TH AVE. FOR 0.10
 MJ1243'MILE TO 16TH AVE. AND HIGH STREET, TURN RIGHT (SOUTH) AND GO
 MJ1243'ONE BLOCK TO AN INTERSECTION WITH WEST GRAHAM STREET, TURN
 MJ1243'LEFT (EAST) AND PROCEED ON WEST GRAHAM STREET FOR 0.15 MILE TO
 MJ1243'MARION AVENUE WHERE WEST GRAHAM STREET DEFLECTS ABOUT 30 DEG TO
 MJ1243'THE NORTHEAST, CONTINUE ON WEST GRAHAM ST. FOR 0.10 MILE TO AN
 MJ1243'INTERSECTION WITH FAIRMOUNT AVE., TURN LEFT (NORTH) AND GO 0.25
 MJ1243'MILE ON FAIRMOUNT AVE. TO A FAIRMOUNT PARK ENTRANCE, TURN
 MJ1243'RIGHT (EAST) AND GO ON WINDING ROAD FOR 0.30 MILE TO A Y IN
 MJ1243'THE ROAD.  TURN SHARP LEFT AND GO 0.10 MILE ON WINDING ROAD,
 MJ1243'TURN SHARP RIGHT, CONTINUING ON WINDING ROAD FOR 0.18
 MJ1243'MILE TO A FORK IN THE ROAD, THEN TURN FIRST LEFT (WEST) AND
 MJ1243'PROCEED 0.05 MILE TO THE STATION AS DESCRIBED IN 1934.
 MJ1243'
 MJ1243'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.05 MILE
 MJ1243'ON PAVED ROAD TO AN INTERSECTION, TURN LEFT AND GO DOWN HILL,
 MJ1243'TURN RIGHT AND GO 0.15 MILE CURVING AROUND TO A SOUTHEAST
 MJ1243'DIRECTION AT AN INTERSECTION OF GRANDVIEW AND PARK ENTRANCE,
 MJ1243'TURN LEFT (NORTHEAST) AND GO ONE BLOCK TO EAST GRAHAM ST., TURN
 MJ1243'RIGHT (SOUTH) AND GO 0.30 MILE TO WHERE A DIRT TRAIL ROAD BEARS
 MJ1243'LEFT (SOUTHEAST), CONTINUE ON TRAIL ROAD 0.30 MILE TO A FORK IN
 MJ1243'THE ROAD.  CONTINUE ON THE RIGHT FORK (SOUTH) FOR 0.20 MILE TO
 MJ1243'ANOTHER FORK IN THE ROAD, CONTINUE ON THE LEFT FORK (SOUTH)
 MJ1243'FOR 0.20 MILE ON WINDING ROAD TO THE AZIMUTH MARK ON THE
 MJ1243'LEFT.
 MJ1243'
 MJ1243'COULD NOT BE SIGHTED BECAUSE OF 12-INCH TREE ON LINE NEAR STATION
 MJ1243'BOYNE.
 MJ1243
 MJ1243                          STATION RECOVERY (1970)
 MJ1243
 MJ1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MJ1243'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 MJ1243'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARK WERE
 MJ1243'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED BY
 MJ1243'TREES AND THE STATION AREA IS SURROUNDED BY TREES AND NO SUITABLE
 MJ1243'PLACE TO SET A NEW AZIMUTH MARK.  TRIANGULATION STATION MT.
 MJ1243'VERNON 1934 WOULD BE VISIBLE WHEN TREES ARE BARREN IF THE LINE
 MJ1243'OF SIGHT WOULD NOT COME THROUGH A TREE TRUNK.  THE TREES WHICH
 MJ1243'OBSTRUCT THE LINE OF SIGHT ARE AT STATION MT. VERNON 1934.
 MJ1243'
 MJ1243'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COUNCIL BLUFFS.
 MJ1243
 MJ1243                          STATION RECOVERY (1973)
 MJ1243
 MJ1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 MJ1243'THE STATION MARK, SUB-SURFACE STATION MARK, REFERENCE MARKS 1
 MJ1243'AND 2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 MJ1243'NOT FOUND.  DUE TO CONSTRUCTION OF A CHIME TOWER OVER THE ORIGINAL
 MJ1243'STATION MARK, THE STATION MARK HAD TO BE MOVED THIS DATE.
 MJ1243'STATION BOYNE 2 WAS ESTABLISHED THIS DATE.  REFERENCE MARKS 1
 MJ1243'AND 2 DID NOT HAVE TO BE MOVED AND SERVE A REFERENCE MARKS FOR
 MJ1243'STATION BOYNE 2.  THE DIRECTIONS FROM THE CHURCH LISTED ABOVE
 MJ1243'TO THE REFERENCE MARKS CHECKED THE PREVIOUS DIRECTION GOOD.
 MJ1243'THE DISTANCES TO THE REFERENCE MARKS CHECKED THE PREVIOUS
 MJ1243'DISTANCES GOOD.  SEE DESCRIPION FOR BOYNE 2.
 MJ1243'
 MJ1243'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COUNCIL BLUFFS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1258 ***********************************************************************
 MJ1258  DESIGNATION -  BOYNE 2
 MJ1258  PID         -  MJ1258
 MJ1258  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1258  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1258
 MJ1258                         *CURRENT SURVEY CONTROL
 MJ1258  ___________________________________________________________________
 MJ1258* NAD 83(1996)-  41 15 14.89283(N)    095 50 33.29729(W)     ADJUSTED  
 MJ1258* NAVD 88     -       389.20   (+/-2cm)    1276.9    (feet)  VERTCON   
 MJ1258  ___________________________________________________________________
 MJ1258  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 MJ1258  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ1258
 MJ1258  HORZ ORDER  -  THIRD
 MJ1258  VERT ORDER  -  THIRD ? (See Below)
 MJ1258
 MJ1258.The horizontal coordinates were established by classical geodetic methods
 MJ1258.and adjusted by the National Geodetic Survey in May 1999..
 MJ1258.No horizontal observational check was made to the station.
 MJ1258
 MJ1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1258.The vertical order pertains to the NGVD 29 superseded value.
 MJ1258
 MJ1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1258
 MJ1258.The geoid height was determined by GEOID03.
 MJ1258
 MJ1258;                    North         East     Units Scale Factor Converg.
 MJ1258;SPC IA S     -   141,913.771   303,699.147   MT  0.99994880   -1 32 35.0
 MJ1258;SPC NE       -   166,118.488   848,188.275   MT  0.99966820   +2 45 18.4
 MJ1258;UTM  15      - 4,570,866.608   261,842.148   MT  1.00029810   -1 52 31.0
 MJ1258
 MJ1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1258!SPC IA S     -   0.99994328  x   0.99994880  =   0.99989208
 MJ1258!SPC NE       -   0.99994328  x   0.99966820  =   0.99961150
 MJ1258!UTM  15      -   0.99994328  x   1.00029810  =   1.00024136
 MJ1258
 MJ1258|---------------------------------------------------------------------|
 MJ1258| PID    Reference Object                     Distance      Geod. Az  |
 MJ1258|                                                           dddmmss.s |
 MJ1258| CL6941 BOYNE RM 1                           52.203 METERS 02813     |
 MJ1258| MJ1243 BOYNE                                 8.820 METERS 17349     |
 MJ1258| CL6942 BOYNE RM 2                           28.791 METERS 27148     |
 MJ1258| MJ1255 COUNCIL BLUFFS ST PETERS CH         APPROX. 0.8 KM 3295650.8 |
 MJ1258|---------------------------------------------------------------------|
 MJ1258
 MJ1258                          SUPERSEDED SURVEY CONTROL
 MJ1258
 MJ1258  NAD 83(1996)-  41 15 14.89291(N)    095 50 33.29710(W) AD(       ) 3
 MJ1258  NAD 83(1986)-  41 15 14.90204(N)    095 50 33.29733(W) AD(       ) 3
 MJ1258  NAD 27      -  41 15 14.90225(N)    095 50 32.26375(W) AD(       ) 3
 MJ1258  NGVD 29 (07/19/86)  389.09   (m)         1276.5    (f) LEVELING    3  
 MJ1258
 MJ1258.Superseded values are not recommended for survey control.
 MJ1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1258.See file dsdata.txt to determine how the superseded data were derived.
 MJ1258
 MJ1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6184270867(NAD 83)
 MJ1258_MARKER: DS = TRIANGULATION STATION DISK
 MJ1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1258+STABILITY: SURFACE MOTION
 MJ1258
 MJ1258  HISTORY     - Date     Condition        Report By
 MJ1258  HISTORY     - 1973     MONUMENTED       NGS
 MJ1258
 MJ1258                          STATION DESCRIPTION
 MJ1258
 MJ1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 MJ1258'THE STATION IS LOCATED ON THE HIGHEST PART OF FAIRMOUNT PARK, IN
 MJ1258'THE SOUTH CENTRAL PART OF COUNCIL BLUFFS, IN THE SOUTHEAST QUARTER
 MJ1258'OF SECTION 36, T 75 N, R 44 W, ON LAND OWNED BY THE CITY OF COUNCIL
 MJ1258'BLUFFS AND OCCUPIED BY FAIRMOUNT PARK.
 MJ1258'
 MJ1258'TO REACH FROM EAST GRAHAM STREET AND PARK ENTRANCE, FOLLOW PARK
 MJ1258'ROAD FOR 0.1 MILE TO SIGN FAIRMONT PARK AND FORK.  THENCE CONTINUE
 MJ1258'ON PARK ROAD FOR 0.4 MILE TO THE TOP OF THE HILL, PICNIC AREA,
 MJ1258'CHIME TOWER AND THE STATION ON THE LEFT.
 MJ1258'
 MJ1258'THE STATION MARKS ARE STANDARD DISK STAMPED BOYNE 2 1973, THE
 MJ1258'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 MJ1258'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET
 MJ1258'EAST OF THE CENTER OF PARK ROAD, 7.5 FEET SOUTHWEST OF A 16-INCH
 MJ1258'ELM TREE AND ABOUT 40 FEET NORTH OF WHERE THE PARK ROAD TURNS
 MJ1258'RIGHT.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MJ1258'CONCRETE 40 INCHES BELOW THE GROUND.
 MJ1258'
 MJ1258'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOYNE NO 1 1934,
 MJ1258'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 MJ1258'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 51 FEET NORTH
 MJ1258'OF THE CENTER OF PARK ROAD, 27 FEET NORTH OF A 16-INCH OAK TREE
 MJ1258'AND IN A PICNIC AREA.
 MJ1258'
 MJ1258'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOYNE NO 2 1934, SET
 MJ1258'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 MJ1258'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET NORTH OF THE
 MJ1258'CENTER OF PARK ROAD, 41 FEET WEST OF THE CENTER OF PARK ROAD, AND
 MJ1258'10 FEET NORTH OF A 30-INCH OAK TREE, ALSO IN A PICNIC AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9199 ***********************************************************************
 AE9199  DESIGNATION -  BR 1243
 AE9199  PID         -  AE9199
 AE9199  STATE/COUNTY-  IA/LINN
 AE9199  USGS QUAD   -  BERTRAM (1993)
 AE9199
 AE9199                         *CURRENT SURVEY CONTROL
 AE9199  ___________________________________________________________________
 AE9199* NAD 83(1986)-  41 54 28.     (N)    091 37 02.     (W)     SCALED    
 AE9199* NAVD 88     -       236.575  (meters)     776.16   (feet)  ADJUSTED  
 AE9199  ___________________________________________________________________
 AE9199  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 AE9199  DYNAMIC HT  -         236.486 (meters)     775.87  (feet)  COMP
 AE9199  MODELED GRAV-     980,241.7   (mgal)                       NAVD 88
 AE9199
 AE9199  VERT ORDER  -  SECOND    CLASS I
 AE9199
 AE9199.The horizontal coordinates were scaled from a topographic map and have
 AE9199.an estimated accuracy of +/- 6 seconds.
 AE9199
 AE9199.The orthometric height was determined by differential leveling
 AE9199.and adjusted by the National Geodetic Survey in July 2002..
 AE9199
 AE9199.The geoid height was determined by GEOID03.
 AE9199
 AE9199.The dynamic height is computed by dividing the NAVD 88
 AE9199.geopotential number by the normal gravity value computed on the
 AE9199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9199.degrees latitude (g = 980.6199 gals.).
 AE9199
 AE9199.The modeled gravity was interpolated from observed gravity values.
 AE9199
 AE9199;                    North         East    Units  Estimated Accuracy
 AE9199;SPC IA N     - 1,047,030.    1,656,210.      MT  (+/- 180 meters Scaled)
 AE9199
 AE9199                          SUPERSEDED SURVEY CONTROL
 AE9199
 AE9199.No superseded survey control is available for this station.
 AE9199
 AE9199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG146404(NAD 83)
 AE9199_MARKER: DB = BENCH MARK DISK
 AE9199_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE9199_SP_SET: HEADWALL
 AE9199_STAMPING: BR 1243 1957
 AE9199_MARK LOGO: IA-113
 AE9199_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9199+STABILITY: SURFACE MOTION
 AE9199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9199+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1998
 AE9199
 AE9199  HISTORY     - Date     Condition        Report By
 AE9199  HISTORY     - 1957     MONUMENTED       IA-113
 AE9199  HISTORY     - 19980408 GOOD             NGS
 AE9199
 AE9199                          STATION DESCRIPTION
 AE9199
 AE9199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9199'0.2 KM (0.10 MI) WESTERLY ALONG DOWS STREET FROM THE POST OFFICE IN
 AE9199'ELY, THENCE 4.8 KM (3.00 MI) NORTHERLY ALONG STATE STREET AND THEN ELY
 AE9199'ROAD, IN TOP OF AND 3.5 M (11.5 FT) SOUTHEAST OF THE NORTHWEST END OF
 AE9199'THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD, 6.2 M
 AE9199'(20.3 FT) SOUTHWEST OF THE ROAD CENTERLINE, AND 0.5 M (1.6 FT) BELOW
 AE9199'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0937 ***********************************************************************
 OO0937  DESIGNATION -  BRACE
 OO0937  PID         -  OO0937
 OO0937  STATE/COUNTY-  IA/HOWARD
 OO0937  USGS QUAD   -  ELMA (1972)
 OO0937
 OO0937                         *CURRENT SURVEY CONTROL
 OO0937  ___________________________________________________________________
 OO0937* NAD 83(1996)-  43 13 40.58763(N)    092 29 41.10027(W)     ADJUSTED  
 OO0937* NAVD 88     -       370.7    (meters)    1216.     (feet)  VERTCON   
 OO0937  ___________________________________________________________________
 OO0937  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 OO0937  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 OO0937
 OO0937  HORZ ORDER  -  SECOND
 OO0937
 OO0937.The horizontal coordinates were established by classical geodetic methods
 OO0937.and adjusted by the National Geodetic Survey in May 1999..
 OO0937
 OO0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0937
 OO0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0937
 OO0937.The geoid height was determined by GEOID03.
 OO0937
 OO0937;                    North         East     Units Scale Factor Converg.
 OO0937;SPC IA N     - 1,192,425.256 1,581,662.916   MT  0.99999315   +0 40 52.7
 OO0937;UTM  15      - 4,786,251.667   541,029.565   MT  0.99962071   +0 20 45.8
 OO0937
 OO0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0937!SPC IA N     -   0.99994667  x   0.99999315  =   0.99993982
 OO0937!UTM  15      -   0.99994667  x   0.99962071  =   0.99956740
 OO0937
 OO0937|---------------------------------------------------------------------|
 OO0937| PID    Reference Object                     Distance      Geod. Az  |
 OO0937|                                                           dddmmss.s |
 OO0937| OO0936 BRACE RM 1                           10.725 METERS 00115     |
 OO0937| OO0935 ELMA MUN TANK                       APPROX. 5.0 KM 0673815.5 |
 OO0937| CI5143 BRACE RM 2                           10.601 METERS 18054     |
 OO0937| OO0938 BRACE AZ MK                         APPROX. 0.7 KM 3575632.6 |
 OO0937|---------------------------------------------------------------------|
 OO0937
 OO0937                          SUPERSEDED SURVEY CONTROL
 OO0937
 OO0937  NAD 83(1996)-  43 13 40.58764(N)    092 29 41.10027(W) AD(       ) 2
 OO0937  NAD 83(1986)-  43 13 40.58130(N)    092 29 41.09827(W) AD(       ) 2
 OO0937  NAD 27      -  43 13 40.69089(N)    092 29 40.46007(W) AD(       ) 2
 OO0937  NGVD 29 (07/19/86)  370.7    (m)         1216.     (f) VERT ANG       
 OO0937
 OO0937.Superseded values are not recommended for survey control.
 OO0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0937.See file dsdata.txt to determine how the superseded data were derived.
 OO0937
 OO0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4103086252(NAD 83)
 OO0937_MARKER: DS = TRIANGULATION STATION DISK
 OO0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0937_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0937
 OO0937  HISTORY     - Date     Condition        Report By
 OO0937  HISTORY     - 1971     MONUMENTED       NGS
 OO0937
 OO0937                          STATION DESCRIPTION
 OO0937
 OO0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0937'THE STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF CHARLES
 OO0937'CITY, 5 MILES NORTHWEST OF ALTA VISTA, 3 MILES WEST-SOUTHWEST
 OO0937'OF ELMA IN THE SW 1/4 OF SEC. 10, R. 14 W., T. 97 N., AND
 OO0937'ON ROAD RIGHT-OF-WAY.
 OO0937'
 OO0937'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS V
 OO0937'18 AND B 17 IN THE SOUTH PART OF ELMA, GO WEST ON COUNTY
 OO0937'ROAD B 17 FOR 3 MILES TO A CROSSROAD.  TURN LEFT AND GO
 OO0937'SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO A FIELD ENTRANCE
 OO0937'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON THE
 OO0937'GRAVELED ROAD FOR 0.45 MILE TO A FIELD ENTRANCE AND THE
 OO0937'STATION ON THE LEFT.
 OO0937'
 OO0937'STATION MARKS ARE STANDARD DISKS STAMPED BRACE 1971.  THE
 OO0937'SURFACE DISK IS SET INTHE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO0937'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 46
 OO0937'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 24 FEET NORTH
 OO0937'OF THE CENTER OF A FIELD ENTRANCE, AND 3.5 FEET WEST OF
 OO0937'A WIRE FENCE AND A METAL WITNESS POST.  THE UNDERGROUND
 OO0937'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 OO0937'42 INCHES BELOW THE GROUND SURFACE.
 OO0937'
 OO0937'REFERENCE MARK 1, A STANDARD DISK STAMPED BRACE NO 1 1971,
 OO0937'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0937'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 46 FEET EAST
 OO0937'OF THE CENTER OF THE GRAVELED ROAD, 35.5 FEET NORTH OF THE
 OO0937'METAL WITNESS POST AND 3.4 FEET WEST OF THE WIRE FENCE.
 OO0937'
 OO0937'REFERENCE MARK 2, A STANDARD DISK STAMPED BRACE NO 2 1971,
 OO0937'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0937'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 45 FEET EAST
 OO0937'OF THE CENTER OF THE GRAVELED ROAD, 35 FEET SOUTH-SOUTHWEST
 OO0937'OF THE METAL WITNESS POST, 11 FEET SOUTH OF THE CENTER OF
 OO0937'THE FIELD ENTRANCE AND 4.4 FEET WEST OF THE WIRE FENCE.
 OO0937'
 OO0937'THE AZIMUTH MARK, A STANDARD DISK STAMPED BRACE 1971, IS
 OO0937'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0937'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET WEST
 OO0937'OF THE CENTER OF A GRAVELED ROAD, 9 FEET SOUTH OF THE CENTER
 OO0937'OF A FIELD ENTRANCE, 1.5 FEET EAST OF A WIRE FENCE AND 1
 OO0937'FOOT EAST OF A METAL WITNESS POST.
 OO0937'
 OO0937'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0938 ***********************************************************************
 OO0938  DESIGNATION -  BRACE AZ MK
 OO0938  PID         -  OO0938
 OO0938  STATE/COUNTY-  IA/HOWARD
 OO0938  USGS QUAD   -  ELMA (1972)
 OO0938
 OO0938                         *CURRENT SURVEY CONTROL
 OO0938  ___________________________________________________________________
 OO0938* NAD 83(1996)-  43 14 04.39643(N)    092 29 42.27017(W)     ADJUSTED  
 OO0938* NAVD 88     -       375.0    (meters)    1230.     (feet)  VERTCON   
 OO0938  ___________________________________________________________________
 OO0938  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 OO0938  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 OO0938
 OO0938  HORZ ORDER  -  SECOND
 OO0938
 OO0938.The horizontal coordinates were established by classical geodetic methods
 OO0938.and adjusted by the National Geodetic Survey in May 1999..
 OO0938
 OO0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0938
 OO0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0938
 OO0938.The geoid height was determined by GEOID03.
 OO0938
 OO0938;                    North         East     Units Scale Factor Converg.
 OO0938;SPC IA N     - 1,193,159.633 1,581,627.784   MT  0.99999429   +0 40 51.9
 OO0938;UTM  15      - 4,786,985.964   540,998.741   MT  0.99962068   +0 20 45.1
 OO0938
 OO0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0938!SPC IA N     -   0.99994600  x   0.99999429  =   0.99994029
 OO0938!UTM  15      -   0.99994600  x   0.99962068  =   0.99956670
 OO0938
 OO0938:                Primary Azimuth Mark                     Grid Az
 OO0938:SPC IA N     -  BRACE                                    177 15 39.9
 OO0938:UTM  15      -  BRACE                                    177 35 46.7
 OO0938
 OO0938|---------------------------------------------------------------------|
 OO0938| PID    Reference Object                     Distance      Geod. Az  |
 OO0938|                                                           dddmmss.s |
 OO0938| OO0937 BRACE                               APPROX. 0.7 KM 1775631.8 |
 OO0938|---------------------------------------------------------------------|
 OO0938
 OO0938                          SUPERSEDED SURVEY CONTROL
 OO0938
 OO0938  NAD 83(1996)-  43 14 04.39644(N)    092 29 42.27017(W) AD(       ) 2
 OO0938  NAD 83(1986)-  43 14 04.39015(N)    092 29 42.26823(W) AD(       ) 2
 OO0938  NAD 27      -  43 14 04.50029(N)    092 29 41.62770(W) AD(       ) 2
 OO0938  NGVD 29 (07/19/86)  375.0    (m)         1230.     (f) VERT ANG       
 OO0938
 OO0938.Superseded values are not recommended for survey control.
 OO0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0938.See file dsdata.txt to determine how the superseded data were derived.
 OO0938
 OO0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4099986986(NAD 83)
 OO0938_MARKER: DZ = AZIMUTH MARK DISK
 OO0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0938+STABILITY: SURFACE MOTION
 OO0938
 OO0938  HISTORY     - Date     Condition        Report By
 OO0938  HISTORY     - 1971     MONUMENTED       NGS
 OO0938
 OO0938                          STATION DESCRIPTION
 OO0938
 OO0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0938'THE STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF CHARLES
 OO0938'CITY, 5 MILES NORTHWEST OF ALTA VISTA, 3 MILES WEST-SOUTHWEST
 OO0938'OF ELMA IN THE SW 1/4 OF SEC. 10, R. 14 W., T. 97 N. AND
 OO0938'ON ROAD RIGHT-OF-WAY.
 OO0938'
 OO0938'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS V
 OO0938'18 AND B 17 IN THE SOUTH PART OF ELMA, GO WEST ON COUNTY
 OO0938'ROAD B 17 FOR 3 MILES TO A CROSSROAD.  TURN LEFT AND GO
 OO0938'SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO A FIELD ENTRANCE
 OO0938'ON THE RIGHT AND THE STATION.
 OO0938'
 OO0938'THE STATION MARK, A STANDARD AZIMUTH MARK DISK STAMPED BRACE
 OO0938'1971, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0938'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET WEST
 OO0938'OF THE CENTER OF A GRAVELED ROAD, 9 FEET SOUTH OF THE CENTER
 OO0938'OF A FIELD ENTRANCE, 1.5 FEET EAST OF A WIRE FENCE AND 1
 OO0938'FOOT EAST OF A METAL WITNESS POST.
 OO0938'
 OO0938'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0936 ***********************************************************************
 OO0936  DESIGNATION -  BRACE RM 1
 OO0936  PID         -  OO0936
 OO0936  STATE/COUNTY-  IA/HOWARD
 OO0936  USGS QUAD   -  ELMA (1972)
 OO0936
 OO0936                         *CURRENT SURVEY CONTROL
 OO0936  ___________________________________________________________________
 OO0936* NAD 83(1996)-  43 13 40.93508(N)    092 29 41.08996(W)     ADJUSTED  
 OO0936* NAVD 88     -       370.9    (meters)    1217.     (feet)  VERTCON   
 OO0936  ___________________________________________________________________
 OO0936  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 OO0936  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 OO0936
 OO0936  HORZ ORDER  -  SECOND
 OO0936
 OO0936.The horizontal coordinates were established by classical geodetic methods
 OO0936.and adjusted by the National Geodetic Survey in May 1999..
 OO0936
 OO0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0936
 OO0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0936
 OO0936.The geoid height was determined by GEOID03.
 OO0936
 OO0936;                    North         East     Units Scale Factor Converg.
 OO0936;SPC IA N     - 1,192,435.980 1,581,663.022   MT  0.99999317   +0 40 52.7
 OO0936;UTM  15      - 4,786,262.387   541,029.732   MT  0.99962071   +0 20 45.8
 OO0936
 OO0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0936!SPC IA N     -   0.99994664  x   0.99999317  =   0.99993981
 OO0936!UTM  15      -   0.99994664  x   0.99962071  =   0.99956737
 OO0936
 OO0936|---------------------------------------------------------------------|
 OO0936| PID    Reference Object                     Distance      Geod. Az  |
 OO0936|                                                           dddmmss.s |
 OO0936| OO0937 BRACE                                10.725 METERS 18115     |
 OO0936| OO0951 DISHINGER                           APPROX.10.7 KM 3172708.9 |
 OO0936|---------------------------------------------------------------------|
 OO0936
 OO0936                          SUPERSEDED SURVEY CONTROL
 OO0936
 OO0936  NAD 83(1996)-  43 13 40.93509(N)    092 29 41.08996(W) AD(       ) 2
 OO0936  NAD 83(1986)-  43 13 40.92880(N)    092 29 41.08796(W) AD(       ) 2
 OO0936  NAD 27      -  43 13 41.03834(N)    092 29 40.44975(W) AD(       ) 2
 OO0936  NGVD 29 (07/19/86)  370.9    (m)         1217.     (f) VERT ANG       
 OO0936
 OO0936.Superseded values are not recommended for survey control.
 OO0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0936.See file dsdata.txt to determine how the superseded data were derived.
 OO0936
 OO0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4103086262(NAD 83)
 OO0936_MARKER: DR = REFERENCE MARK DISK
 OO0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0936+STABILITY: SURFACE MOTION
 OO0936
 OO0936  HISTORY     - Date     Condition        Report By
 OO0936  HISTORY     - 1971     MONUMENTED       NGS
 OO0936
 OO0936                          STATION DESCRIPTION
 OO0936
 OO0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0936'THE STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF CHARLES
 OO0936'CITY, 5 MILES NORTHWEST OF ALTA VISTA, 3 MILES WEST-SOUTHWEST
 OO0936'OF ELMA IN THE SW 1/4 OF SEC. 10, R. 14 W., T. 97 N., AND
 OO0936'ON ROAD RIGHT-OF-WAY.
 OO0936'
 OO0936'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS V
 OO0936'18 AND B 17 IN THE SOUTH PART OF ELMA, GO WEST ON COUNTY
 OO0936'ROAD B 17 FOR 3 MILES TO A CROSSROAD.  TURN LEFT AND GO
 OO0936'SOUTH ON A GRAVELED ROAD FOR 0.95 MILE TO A FIELD ENTRANCE
 OO0936'AND THE STATION ON THE LEFT.
 OO0936'
 OO0936'THE STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED
 OO0936'BRACE NO 1 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OO0936'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 OO0936'IT IS 46 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 35.5
 OO0936'FEET NORTH OF A METAL WITNESS POST AND 3.4 FEET WEST OF
 OO0936'A WIRE FENCE.
 OO0936'
 OO0936'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0991 ***********************************************************************
 OO0991  DESIGNATION -  BRANDAU
 OO0991  PID         -  OO0991
 OO0991  STATE/COUNTY-  IA/FLOYD
 OO0991  USGS QUAD   -  ORCHARD (1971)
 OO0991
 OO0991                         *CURRENT SURVEY CONTROL
 OO0991  ___________________________________________________________________
 OO0991* NAD 83(1996)-  43 11 01.48867(N)    092 48 54.55236(W)     ADJUSTED  
 OO0991* NAVD 88     -       340.0    (meters)    1115.     (feet)  VERTCON   
 OO0991  ___________________________________________________________________
 OO0991  LAPLACE CORR-          -7.45  (seconds)                    DEFLEC99
 OO0991  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 OO0991
 OO0991  HORZ ORDER  -  FIRST
 OO0991
 OO0991.The horizontal coordinates were established by classical geodetic methods
 OO0991.and adjusted by the National Geodetic Survey in May 1999..
 OO0991
 OO0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0991
 OO0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0991
 OO0991.The geoid height was determined by GEOID03.
 OO0991
 OO0991;                    North         East     Units Scale Factor Converg.
 OO0991;SPC IA N     - 1,187,255.461 1,555,674.967   MT  0.99998590   +0 27 50.9
 OO0991;UTM  15      - 4,781,236.483   515,021.567   MT  0.99960278   +0 07 35.4
 OO0991
 OO0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0991!SPC IA N     -   0.99995146  x   0.99998590  =   0.99993736
 OO0991!UTM  15      -   0.99995146  x   0.99960278  =   0.99955426
 OO0991
 OO0991:                Primary Azimuth Mark                     Grid Az
 OO0991:SPC IA N     -  OSAGE N MUN TANK                         001 18 46.7
 OO0991:UTM  15      -  OSAGE N MUN TANK                         001 39 02.2
 OO0991
 OO0991|---------------------------------------------------------------------|
 OO0991| PID    Reference Object                     Distance      Geod. Az  |
 OO0991|                                                           dddmmss.s |
 OO0991| OO1007 OSAGE N MUN TANK                    APPROX.11.1 KM 0014637.6 |
 OO0991| CI5144 BRANDAU AZ MK                                      0345005.6 |
 OO0991| CI5145 BRANDAU RM 1                         13.782 METERS 09323     |
 OO0991| CI5146 BRANDAU RM 2                         21.676 METERS 19030     |
 OO0991| OO1004 OSAGE S MUN TANK                    APPROX.10.6 KM 3595049.7 |
 OO0991|---------------------------------------------------------------------|
 OO0991
 OO0991                          SUPERSEDED SURVEY CONTROL
 OO0991
 OO0991  NAD 83(1996)-  43 11 01.48869(N)    092 48 54.55234(W) AD(       ) 1
 OO0991  NAD 83(1986)-  43 11 01.48129(N)    092 48 54.54819(W) AD(       ) 1
 OO0991  NAD 27      -  43 11 01.59412(N)    092 48 53.87192(W) AD(       ) 1
 OO0991  NGVD 29 (07/19/86)  340.0    (m)         1115.     (f) VERT ANG       
 OO0991
 OO0991.Superseded values are not recommended for survey control.
 OO0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0991.See file dsdata.txt to determine how the superseded data were derived.
 OO0991
 OO0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1502281236(NAD 83)
 OO0991_MARKER: DS = TRIANGULATION STATION DISK
 OO0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0991_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0991
 OO0991  HISTORY     - Date     Condition        Report By
 OO0991  HISTORY     - 1971     MONUMENTED       NGS
 OO0991
 OO0991                          STATION DESCRIPTION
 OO0991
 OO0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0991'THE STATION IS ABOUT 6.0 MILES NORTHWEST OF FLOYD AND 6.5
 OO0991'MILES SOUTH OF OSAGE AND ABOUT 6.0 MILES NORTHEAST OF THE TOWN
 OO0991'OF RUDD.  IT IS IN THE SOUTHEAST CORNER OF SECTION 26, T. 97 N.,
 OO0991'R. 17 W. AND ON THE PROPERTY OF MR. REUBEN BRANDAU WHO LIVES
 OO0991'0.5 MILE NORTHEAST OF THE STATION.
 OO0991'
 OO0991'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18 AND
 OO0991'218 IN THE SOUTH EDGE OF THE TOWN OF FLOYD, GO WEST ON U.S.
 OO0991'HIGHWAY 18 FOR 3.95 MILES TO A CROSSROAD, FLOYD COUNTY T-38.
 OO0991'HERE TURN RIGHT AND GO NORTH ON T-38 FOR 4.0 MILES TO A GRAVEL
 OO0991'CROSSROAD.** TURN LEFT ON GRAVEL ROAD AND GO WEST FOR 0.25 MILE
 OO0991'TO A FIELD ENTRANCE ROAD ON THE LEFT AND THE STATION ON THE
 OO0991'RIGHT.
 OO0991'
 OO0991'**TO REACH AZIMUTH MARK FROM THIS POINT CONTINUE NORTH ON
 OO0991'T-38 FOR 0.4 MILE TO AZIMUTH MARK ON THE RIGHT.
 OO0991'
 OO0991'STATION MARKS ARE STANDARD DISKS STAMPED BRANDAU 1971.  THE
 OO0991'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO0991'MONUMENT 18-INCHES BELOW THE GROUND SURFACE.  IT IS 37 FEET NORTH
 OO0991'OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD, 6 FEET EAST OF
 OO0991'A NORTH-SOUTH FENCE LINE, 3.7 FEET NORTH OF A EAST-WEST
 OO0991'FENCE LINE AND 3.7 FEET NORTH OF A METAL WITNESS POST.  THE
 OO0991'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 OO0991'OF CONCRETE 50 INCHES BELOW THE GROUND SURFACE.
 OO0991'
 OO0991'REFERENCE MARK 1, A STANDARD DISK STAMPED BRANDAU NO 1 1971,
 OO0991'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0991'FLUSH WITH THE GROUND SURFACE.  IT IS 45.4 FEET EAST OF THE
 OO0991'METAL WITNESS POST, 35 FEET NORTH OF THE APPROXIMATE CENTER OF
 OO0991'THE GRAVEL ROAD AND 1 FOOT NORTH OF THE EAST-WEST FENCE LINE.
 OO0991'
 OO0991'REFERENCE MARK 2, A STANDARD DISK STAMPED BRANDAU NO 2 1971,
 OO0991'IS SET IN THE TOP OF A 12-INCH CYLINDRIAL CONCRETE MONUMENT
 OO0991'FLUSH WITH THE GROUND SURFACE.  IT IS 34 FEET SOUTH OF THE
 OO0991'APPROXIMATE CENTER OF THE GRAVEL ROAD, 18 FEET WEST OF THE
 OO0991'APPROXIMATE CENTER OF A FIELD ENTRANCE ROAD.
 OO0991'
 OO0991'THE AZIMUTH MARK, A STANDARD DISK STAMPED BRANDAU 1971, IS SET
 OO0991'IN THE TOP OF A 12-INCH CYLINDRIAL CONCRETE MONUMENT FLUSH
 OO0991'WITH THE GROUND SURFACE.  IT IS 130 FEET NORTH OF A POWERLINE
 OO0991'POLE, 43 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY ROUTE T-38,
 OO0991'12 FEET SOUTH OF THE APPROXIMATE CENTER OF A FIELD ENTRANCE
 OO0991'ROAD AND 1.6 FEET WEST OF A METAL WITNESS POST.
 OO0991'
 OO0991'HEIGHT OF LIGHT ABOVE STATION MARK 4.96 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0637 ***********************************************************************
 NK0637  DESIGNATION -  BRANDT
 NK0637  PID         -  NK0637
 NK0637  STATE/COUNTY-  IA/BREMER
 NK0637  USGS QUAD   -  SHELL ROCK (1971)
 NK0637
 NK0637                         *CURRENT SURVEY CONTROL
 NK0637  ___________________________________________________________________
 NK0637* NAD 83(1996)-  42 40 17.30222(N)    092 33 15.56992(W)     ADJUSTED  
 NK0637* NAVD 88     -       301.7    (meters)     990.     (feet)  VERTCON   
 NK0637  ___________________________________________________________________
 NK0637  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 NK0637  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 NK0637
 NK0637  HORZ ORDER  -  FIRST
 NK0637
 NK0637.The horizontal coordinates were established by classical geodetic methods
 NK0637.and adjusted by the National Geodetic Survey in May 1999..
 NK0637
 NK0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0637
 NK0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0637
 NK0637.The geoid height was determined by GEOID03.
 NK0637
 NK0637;                    North         East     Units Scale Factor Converg.
 NK0637;SPC IA N     - 1,130,556.641 1,577,514.955   MT  0.99994537   +0 38 27.3
 NK0637;UTM  15      - 4,724,429.734   536,519.201   MT  0.99961641   +0 18 07.5
 NK0637
 NK0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0637!SPC IA N     -   0.99995765  x   0.99994537  =   0.99990302
 NK0637!UTM  15      -   0.99995765  x   0.99961641  =   0.99957407
 NK0637
 NK0637:                Primary Azimuth Mark                     Grid Az
 NK0637:SPC IA N     -  WAVERLY CARNATION MILK CO STK            045 11 10.4
 NK0637:UTM  15      -  WAVERLY CARNATION MILK CO STK            045 31 30.2
 NK0637
 NK0637|---------------------------------------------------------------------|
 NK0637| PID    Reference Object                     Distance      Geod. Az  |
 NK0637|                                                           dddmmss.s |
 NK0637| NK0505 WAVERLY CARNATION MILK CO STK       APPROX. 9.7 KM 0454937.7 |
 NK0637| NK0504 WAVERLY ST PAULS EVAN LUTH CH       APPROX. 9.1 KM 0464233.3 |
 NK0637| NK0503 WAVERLY MUNICIPAL TANK              APPROX.10.1 KM 0520749.9 |
 NK0637| CI5147 BRANDT AZ MK                                       1812021.8 |
 NK0637| CI5148 BRANDT RM 1                          31.934 METERS 22235     |
 NK0637| CI5149 BRANDT RM 2                          22.570 METERS 31009     |
 NK0637| NK0627 CLARKSVILLE CITY WATER TANK         APPROX.15.7 KM 3231600.1 |
 NK0637| NK0636 SHELL ROCK MUNICIPAL TANK           APPROX. 5.0 KM 3314312.8 |
 NK0637|---------------------------------------------------------------------|
 NK0637
 NK0637                          SUPERSEDED SURVEY CONTROL
 NK0637
 NK0637  NAD 83(1996)-  42 40 17.30221(N)    092 33 15.57027(W) AD(       ) 1
 NK0637  NAD 83(1986)-  42 40 17.29767(N)    092 33 15.56731(W) AD(       ) 1
 NK0637  NAD 27      -  42 40 17.36600(N)    092 33 14.89400(W) AD(       ) 1
 NK0637  NGVD 29 (07/19/86)  301.7    (m)          990.     (f) VERT ANG       
 NK0637
 NK0637.Superseded values are not recommended for survey control.
 NK0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0637.See file dsdata.txt to determine how the superseded data were derived.
 NK0637
 NK0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3651924430(NAD 83)
 NK0637_MARKER: DS = TRIANGULATION STATION DISK
 NK0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0637+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005
 NK0637
 NK0637  HISTORY     - Date     Condition        Report By
 NK0637  HISTORY     - 1935     MONUMENTED       CGS
 NK0637  HISTORY     - 1938     GOOD             CGS
 NK0637  HISTORY     - 1956     GOOD             CGS
 NK0637  HISTORY     - 1963     GOOD             CGS
 NK0637  HISTORY     - 1970     GOOD             NGS
 NK0637  HISTORY     - 20050407 GOOD             BHCIAE
 NK0637
 NK0637                          STATION DESCRIPTION
 NK0637
 NK0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NK0637'STATION IS ABOUT 5-1/2 MILES SW OF WAVERLY, ABOUT 5 MILES
 NK0637'NW OF JANESVILLE, ABOUT 3 MILES SSE OF SHELL ROCK, NEAR THE SW
 NK0637'CORNER SEC. 19, T 91 N, R 14 W, ON FARM OWNED BY MRS. GRACE M
 NK0637'BRANDT OF SHELL ROCK, IN THE E RIGHT-OF-WAY FENCE LINE, 30 FEET E
 NK0637'OF CENTER LINE OF THE BREMER-BUTLER COUNTY LINE ROAD, JUST
 NK0637'ACROSS THE ROAD FROM EDWARD G HALLS HOUSE AND FARMYARD, 138
 NK0637'FEET SE OF SE CORNER OF HIS HOUSE, 60 FEET ENE OF SE
 NK0637'CORNER-POST OF HIS YARD FENCE, 65 FEET SE OF THE 24-INCH MAPLE
 NK0637'TREE THAT STANDS JUST N OF HIS LANE, 29 FEET N OF THE N
 NK0637'GATEPOST AT ENTRANCE TO THE FIELD.  THE MARK PROJECTS 7
 NK0637'INCHES.
 NK0637'
 NK0637'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0637'BRONZE DISKS SET IN CONCRETE.
 NK0637'
 NK0637'AZIMUTH MARK IS S OF STATION, 30 FEET W OF CENTER LINE OF
 NK0637'THE BREMER-BUTLER COUNTY LINE ROAD, ON THE W RIGHT-OF-WAY
 NK0637'FENCE LINE, ABOUT 100 YARDS N OF THE N EDGE OF A WOODED LOT,
 NK0637'ABOUT 60 FEET N OF A TELPHONE POLE.  IT PROJECTS 8 INCHES.
 NK0637'
 NK0637'REFERENCE MARK NO. 1 IS SW OF STATION, 48 FEET W OF CENTER
 NK0637'LINE OF THE COUNTY LINE ROAD, 28 FEET S OF CENTER LINE OF THE
 NK0637'T-ROAD THAT LEADS W, 13 FEET W OF THE NE CORNER-POST OF THE
 NK0637'PASTURE, 148 FEET SSE OF SE CORNER OF MR. HALLS HOUSE, 61 FEET
 NK0637'SSW OF SE CORNER-POST OF HIS YARD.  IT PROJECTS 6 INCHES.
 NK0637'REFERENCE MARK NO. 2 IS NW OF STATION, ON THE FRONT YARD-FENCE
 NK0637'LINE, 65 FEET N OF THE SE CORNER-POST, 98 FEET N OF CENTER
 NK0637'LINE OF THE COUNTY LINE ROAD, 68 FEET ESE OF SE CORNER OF THE
 NK0637'HOUSE, 22 FEET N OF THE 24-INCH MAPLE TREE, 125.64 FEET N OF
 NK0637'REFERENCE MARK NO. 1.  IT PROJECTS 6 INCHES.
 NK0637'
 NK0637'TO REACH FROM POST OFFICE IN SHELL ROCK, GO SW 0.05 MILE ON
 NK0637'THE MAIN STREET TO A CROSS STREET, THENCE LEFT (S) ON CROSS
 NK0637'STREET AND CONTINUE S ON GRAVEL ROAD 1.8 MILES TO CROSSROADS,
 NK0637'THENCE E ON DIRT ROAD 1.25 MILES TO THE BREMER-BUTLER COUNTY
 NK0637'LINE ROAD, THENCE S ON THE COUNTY LINE ROAD 1.0 MILE TO MR. HALLS
 NK0637'HOUSE ON W SIDE AND STATION ON E SIDE OF ROAD.
 NK0637'
 NK0637'NO OBJECTS VISIBLE FROM GROUND SUITABLE FOR AZIMUTHS.
 NK0637'
 NK0637'THE FOLLOWING 100-FOOT SIGNALS COME INTO VIEW AS FOLLOWS--WEFEL,
 NK0637'55 FEET.  DETTMER, 10 FEET.  WAVERLY MAGNETIC, VISIBLE FROM
 NK0637'GROUND.  WAVERLY 1934, VISIBLE FROM GROUND.  DENVER 1934,
 NK0637'VISIBLE FROM GROUND.
 NK0637'
 NK0637'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 NK0637
 NK0637                          STATION RECOVERY (1938)
 NK0637
 NK0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0637'STATION BRANDT (1935) WAS FOUND AS DESCRIBED AND STATION,
 NK0637'UNDERGROUND, AZIMUTH, AND REFERENCE MARKS
 NK0637'WERE RECOVERED IN GOOD CONDITION.  STATION
 NK0637'IS 5-1/2 MILES SW OF WAVERLY, ABOUT 5 MILES NW OF JANESVILLE,
 NK0637'AND ABOUT 3 MILES SSE OF SHELL ROCK NEAR THE SW CORNER OF
 NK0637'SEC. 19, T 91 N, R 14 W, ON LAND OWNED BY MRS. G.M. BRANDT
 NK0637'OF SHELL ROCK.  IT IS ON THE E RIGHT-OF-WAY FENCE LINE, 30
 NK0637'FEET E OF THE CENTER LINE OF THE BREMER-BUTLER COUNTY LINE
 NK0637'ROAD, 138 FEET SE OF THE SE CORNER OF E.G. HALLS FARMHOUSE, 60
 NK0637'FEET ENE OF THE SE CORNERPOST OF HIS YARD FENCE, 29 FEET N
 NK0637'OF THE N GATEPOST AT ENTRANCE TO FIELD, AND PROJECTS 4
 NK0637'INCHES.
 NK0637'
 NK0637'THE AZIMUTH MARK IS S OF THE STATION, 30 FEET W OF THE CENTER
 NK0637'LINE OF THE BREMER-BUTLER COUNTY LINE ROAD ON THE W RIGHT-OF-WAY
 NK0637'FENCE LINE, 100 YARDS N OF THE N EDGE OF WOOD LOT, 60 FEET N
 NK0637'OF TELEPHONE POLE, AND PROJECTS 6 INCHES.
 NK0637'
 NK0637'REFERENCE MARK NO. 1 IS SW OF THE STATION, 48 FEET W OF THE
 NK0637'CENTER LINE OF THE COUNTY LINE ROAD, 28 FEET S OF T-ROAD
 NK0637'LEADING W, 13 FEET W OF A NE CORNER-POST, AND PROJECTS 6 INCHES.
 NK0637'REFERENCE MARK NO. 2 IS NW OF THE STATION IN THE W RIGHT-OF-WAY
 NK0637'FENCE LINE, 30 FEET W OF THE CENTER LINE OF THE COUNTY LINE
 NK0637'ROAD, 65 FEET N OF THE SE CORNER-POST OF YARD, 68 FEET ESE
 NK0637'OF THE SE CORNER OF HOUSE, AND PROJECTS 4 INCHES.
 NK0637'
 NK0637'STATION WAS REACHED FROM THE POST OFFICE IN SHELL ROCK BY
 NK0637'GOING W ON MAIN STREET FOR 1/2 BLOCK, TURN LEFT (S) AND GO S
 NK0637'1.8 MILES (CROSS BRIDGE OVER SHELL ROCK RIVER) TO CROSSROADS,
 NK0637'THENCE E 1.25 MILES TO THE BREMER-BUTLER COUNTY LINE ROAD.
 NK0637'TURN S ON THIS ROAD AND GO 1.0 MILE TO MR. HALLS HOUSE ON THE
 NK0637'W SIDE OF ROAD AND THE STATION ON THE LEFT.
 NK0637'
 NK0637'STATIONS BROCKA, BEST WITH 90-FOOT TOWERS AND STATION MARTIN
 NK0637'WITH A 77-FOOT TOWER REQUIRE A 90-FOOT TOWER AT THIS STATION.
 NK0637'A 90-FOOT TOWER AT STATION WEFEL (1935) CAN BE SEEN AT 77 FEET
 NK0637'HERE.  A 90-FOOT TOWER AT STATION WAVERLY (1934) CAN BE SEEN
 NK0637'AT 37 FEET AT THIS STATION.
 NK0637
 NK0637                          STATION RECOVERY (1956)
 NK0637
 NK0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 NK0637'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
 NK0637'
 NK0637'DESCRIPTION ADEQUATE.
 NK0637'
 NK0637'THE ANGLES BETWEEN THE AZIMUTH AND REFERENCE MARKS DID NOT
 NK0637'CHECK THE PUBLISHED ANGLES SATISFACTORY.  NEW ANGLES WERE
 NK0637'DETERMINED AS FOLLOWS--
 NK0637
 NK0637                          STATION RECOVERY (1963)
 NK0637
 NK0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 NK0637'STATION RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NK0637'GOOD CONDITION.  THERE IS NOW A DEEP DITCH FOR ROAD DRAINAGE
 NK0637'ALONG THE ROAD NEAR THE STATION MARK.  A NEW TO REACH FOLLOWS--
 NK0637'
 NK0637'REACHED FROM THE CORNER OF WASHINGTON AND CHERRY STREETS IN
 NK0637'THE TOWN OF SHELL ROCK AS FOLLOWS--GO S. ON WASHINGTON ST.
 NK0637'FOR 1.0 MILE TO A RR CROSSING, CONTINUE AHEAD 0.8 MILE TO
 NK0637'CROSSROADS, TURN LEFT, S, AND GO 1.2 MILES TO A SIDEROAD
 NK0637'RIGHT, TURN RIGHT, AND GO 1.0 MILE TO THE TOP OF A LOW HILL
 NK0637'AND A SIDE ROAD ON THE RIGHT AND THE STATION ON THE LEFT,
 NK0637'AT THE EDGE OF THE ROAD RIGHT-OF-WAY.
 NK0637
 NK0637                          STATION RECOVERY (1970)
 NK0637
 NK0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JEK)
 NK0637'STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AND AZIMUTH
 NK0637'MARK WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 NK0637'
 NK0637'DISTANCES TO RM 1 MISSED .03 FT, TO RM 2 MISSED .05 FT.
 NK0637'
 NK0637'DIRECTIONS TO RM 1 MISSED -204.80 SECS., TO RM 2 MISSED +246.33
 NK0637'SECS., TO AZIMUTH MARK MISSED -14.31 SECS.
 NK0637'
 NK0637'THE OLD DESCRIPTION IS ADEQUATE.
 NK0637'
 NK0637'STANDARD BRACED TRIPOD USED.
 NK0637
 NK0637                          STATION RECOVERY (2005)
 NK0637
 NK0637'RECOVERY NOTE BY BLACK HAWK COUNTY IOWA ENGINEER 2005 (GAT)
 NK0637'PER SAID 1994 BH.CO. CONTROL NETWORK, UTILIZE REFERENCE ELEVATION OF
 NK0637'989.332 FT. (NGVD29) BEING NOT APPLICABLE TO NAVD88 VERTICAL DATUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1618 ***********************************************************************
 NM1618  DESIGNATION -  BRAUN
 NM1618  PID         -  NM1618
 NM1618  STATE/COUNTY-  IA/PLYMOUTH
 NM1618  USGS QUAD   -  OYENS (1985)
 NM1618
 NM1618                         *CURRENT SURVEY CONTROL
 NM1618  ___________________________________________________________________
 NM1618* NAD 83(1996)-  42 47 37.08896(N)    096 06 01.03531(W)     ADJUSTED  
 NM1618* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 NM1618  ___________________________________________________________________
 NM1618  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 NM1618  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 NM1618
 NM1618  HORZ ORDER  -  FIRST
 NM1618
 NM1618.The horizontal coordinates were established by classical geodetic methods
 NM1618.and adjusted by the National Geodetic Survey in May 1999..
 NM1618
 NM1618.The orthometric height was scaled from a topographic map.
 NM1618
 NM1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1618
 NM1618.The geoid height was determined by GEOID03.
 NM1618
 NM1618;                    North         East     Units Scale Factor Converg.
 NM1618;SPC IA N     - 1,146,964.460 1,287,306.488   MT  0.99994778   -1 45 44.4
 NM1618;UTM  14      - 4,741,977.463   737,148.158   MT  1.00029195   +1 58 15.1
 NM1618
 NM1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1618!SPC IA N     -   0.99993669  x   0.99994778  =   0.99988448
 NM1618!UTM  14      -   0.99993669  x   1.00029195  =   1.00022862
 NM1618
 NM1618:                Primary Azimuth Mark                     Grid Az
 NM1618:SPC IA N     -  REMSEN ST MARYS CATH CH SPIRE            079 59 50.1
 NM1618:UTM  14      -  REMSEN ST MARYS CATH CH SPIRE            076 15 50.6
 NM1618
 NM1618|---------------------------------------------------------------------|
 NM1618| PID    Reference Object                     Distance      Geod. Az  |
 NM1618|                                                           dddmmss.s |
 NM1618| NL0702 REMSEN ST MARYS CATH CH SPIRE       APPROX.10.8 KM 0781405.7 |
 NM1618| NL0703 REMSEN MUNICIPAL TANK               APPROX.10.8 KM 0792933.2 |
 NM1618| CO2314 BRAUN RM 1                           43.337 METERS 23156     |
 NM1618| NM1619 LE MARS MUNICIPAL TANK              APPROX. 5.0 KM 2604419.8 |
 NM1618| CO2312 BRAUN AZ MK                                        2680916.6 |
 NM1618| CO2313 BRAUN AZ MK 2                                      2681722.4 |
 NM1618| NM1620 LE MARS ST JOSEPH CATH CH           APPROX. 4.7 KM 2693345.0 |
 NM1618| CO2317 BRAUN RM 4                           90.465 METERS 27000     |
 NM1618| CO2316 BRAUN RM 3                           26.590 METERS 31636     |
 NM1618| CO2315 BRAUN RM 2                           34.000 METERS 33552     |
 NM1618|---------------------------------------------------------------------|
 NM1618
 NM1618                          SUPERSEDED SURVEY CONTROL
 NM1618
 NM1618  NAD 83(1996)-  42 47 37.08897(N)    096 06 01.03531(W) AD(       ) 1
 NM1618  NAD 83(1996)-  42 47 37.08827(N)    096 06 01.03577(W) AD(       ) 1
 NM1618  NAD 83(1996)-  42 47 37.08804(N)    096 06 01.03313(W) AD(       ) 1
 NM1618  NAD 83(1986)-  42 47 37.09004(N)    096 06 01.02999(W) AD(       ) 1
 NM1618  NAD 27      -  42 47 37.12800(N)    096 05 59.95800(W) AD(       ) 1
 NM1618
 NM1618.Superseded values are not recommended for survey control.
 NM1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1618.See file dsdata.txt to determine how the superseded data were derived.
 NM1618
 NM1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3714841977(NAD 83)
 NM1618_MARKER: DS = TRIANGULATION STATION DISK
 NM1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1618_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1618
 NM1618  HISTORY     - Date     Condition        Report By
 NM1618  HISTORY     - 1934     MONUMENTED       CGS
 NM1618  HISTORY     - 1940     GOOD             CGS
 NM1618  HISTORY     - 1950     GOOD             CGS
 NM1618
 NM1618                          STATION DESCRIPTION
 NM1618
 NM1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM1618'IN T. 92 N., R. 45 W., IN SOUTHEAST QUARTER SEC. 12, 3.5
 NM1618'MILES EAST OF LE MARS, 1.75 MILES SOUTH AND 2.5 MILES WEST
 NM1618'OF OYENS.  IT IS IN THE ENTRANCE LANE TO THE FARMHOUSE OF MR.
 NM1618'FRANK BRAUN AND IS ON HIS LAND.  STATION IS 54 FEET NORTH
 NM1618'OF CENTER LINE OF DIRT ROAD LEADING EAST FROM LE MARS, 24
 NM1618'FEET EAST OF CENTER LINE OF PRIVATE LANE, 7 FEET WEST OF
 NM1618'EAST LANE FENCE, AND ABOUT 0.1 MILE SOUTHEAST OF MR. BRAUNS
 NM1618'HOUSE.
 NM1618'
 NM1618'TO REACH FROM PLYMOUTH ST. AT RAILROAD CROSSING ON EAST SIDE
 NM1618'OF THE TOWN OF LE MARS, GO EAST ON STATE HIGHWAY 5 FOR 0.35
 NM1618'MILE TO POINT WHERE STATE HIGHWAY 5 TURNS NORTH.  CONTINUE EAST
 NM1618'ON DIRT ROAD 2.9 MILES TO PRIVATE LANE AND STATION ON NORTH
 NM1618'SIDE.
 NM1618'
 NM1618'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NM1618'BRONZE DISKS SET AS DESCRIBED.
 NM1618'
 NM1618'REFERENCE MARK NO. 1 IS LOCATED ON SOUTH SIDE OF DIRT ROAD
 NM1618'LEADING EAST FROM LE MARS, 25 FEET SOUTH OF CENTER LINE OF ROAD,
 NM1618'1 FOOT NORTH OF RIGHT-OF-WAY FENCE, AND 75 FEET WEST OF
 NM1618'CENTER OF PRIVATE LANE LEADING NORTH TO MR. BRAUNS HOUSE.
 NM1618'IT IS 142.18 FEET SOUTHWEST OF STATION.
 NM1618'
 NM1618'REFERENCE MARK NO. 2 IS LOCATED ABOUT 125 FEET NORTH OF DIRT
 NM1618'ROAD LEADING EAST FROM LE MARS, IN A PRIVATE LANE LEADING TO
 NM1618'MR. BRAUNS HOUSE.  IT IS 1 FOOT EAST OF WEST FENCE OF LANE
 NM1618'AND 18 FEET WEST OF CENTER LINE OF PRIVATE LANE.  IT IS ABOUT
 NM1618'400 FEET SOUTHWEST OF MR. BRAUNS HOUSE AND 111.55 FEET
 NM1618'NORTHWEST OF STATION.
 NM1618'
 NM1618'AZIMUTH MARK IS 0.6 MILE WEST OF STATION ON NORTH SIDE OF
 NM1618'DIRT ROAD LEADING EAST FROM LE MARS AND IS 2.65 MILES EAST
 NM1618'OF RAILROAD CROSSING AT LE MARS.  MARK IS AT TOP OF HILL
 NM1618'1 FOOT SOUTH OF NORTH RIGHT-OF-WAY FENCE AND 28 FEET NORTH
 NM1618'OF CENTER LINE OF ROAD.
 NM1618'
 NM1618'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 NM1618
 NM1618                          STATION RECOVERY (1940)
 NM1618
 NM1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1618'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.  WHITE
 NM1618'REFERENCE POSTS WERE PLACED AT STATION AND AZIMUTH MARKS.
 NM1618'STATION MARK IS 6.0 FEET WEST-SOUTHWEST OF REFERENCE POST.
 NM1618'AZIMUTH MARK IS 2.5 FEET EAST-SOUTHEAST OF REFERENCE POST.
 NM1618
 NM1618                          STATION RECOVERY (1950)
 NM1618
 NM1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM1618'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 NM1618'CONDITION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 NM1618'DESTROYED DUE TO WIDENING OF THE ROAD.
 NM1618'
 NM1618'THREE NEW MARKS WERE SET, REFERENCE MARKS NOS. 3 AND 4 AND
 NM1618'AZIMUTH MARK.
 NM1618'
 NM1618'REFERENCE MARK NO. 3 WAS USED AS AN ECCENTRIC STATION AS A POWER
 NM1618'LINE PASSES OVER THE STATION MARK AND A TOWER COULD NOT BE
 NM1618'BUILT.
 NM1618'
 NM1618'A TRAVERSE CONNECTION WAS MADE FROM BRAUN 1934 TO R.M. NO.
 NM1618'3 AND WAS USED FOR THE ECCENTRIC REDUCTION ONLY.
 NM1618'
 NM1618'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2 CHECKED
 NM1618'WITH THE 1934.
 NM1618'
 NM1618'A NEW DESCRIPTION FOLLOWS.
 NM1618'
 NM1618'THE STATION IS LOCATED ABOUT 3 MILES EAST OF THE TOWN OF LE MARS
 NM1618'AT THE ENTRANCE TO MR. FRANK BRAUNS FARM HOME.  IT IS
 NM1618'54 FEET NORTH OF THE CENTERLINE OF THE ROAD, 26 FEET EAST
 NM1618'OF THE CENTERLINE OF MR. BRAUNS DRIVEWAY, 7 FEET WEST OF A
 NM1618'FENCE AND 6.5 FEET WEST-SOUTHWEST OF A WITNESS POST.  THE
 NM1618'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 NM1618'STAMPED BRAUN 1934.
 NM1618'
 NM1618'REFERENCE MARK NO. 2 IS 20 FEET WEST OF THE CENTERLINE OF
 NM1618'THE DRIVEWAY AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH
 NM1618'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BRAUN
 NM1618'NO 2 1934.
 NM1618'
 NM1618'REFERENCE MARK NO. 3 IS 118 FEET NORTH OF THE CENTERLINE OF
 NM1618'AN EAST AND WEST ROAD, 33 FEET WEST OF THE CENTERLINE OF THE
 NM1618'DRIVEWAY AND 12 FEET WEST OF A FENCE.  THE MARK IS FLUSH
 NM1618'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BRAUN
 NM1618'NO 3 1950.
 NM1618'
 NM1618'REFERENCE MARK NO. 4 IS 61 FEET NORTH OF THE CENTERLINE OF
 NM1618'AN EAST AND WEST ROAD, 18 FEET NORTH OF THE SOUTHWEST CORNER
 NM1618'OF A PASTURE AND 1 FOOT EAST OF THE PASTURE FENCE.  THE MARK
 NM1618'PROJECTS 4 INCHES AND THE DISK IS STAMPED BRAUN NO 4 1950.
 NM1618'
 NM1618'AZIMUTH MARK IS 36 FEET NORTH OF THE CENTERLINE OF AN EAST
 NM1618'AND WEST ROAD, 3 FEET NORTH OF A TELEPHONE POLE AND 2.5 FEET
 NM1618'EAST-SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES
 NM1618'AND THE DISK IS STAMPED BRAUN 1950.
 NM1618'
 NM1618'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.6 MILE
 NM1618'TO THE MARK ON THE RIGHT OR NORTH SIDE OF THE ROAD.
 NM1618'
 NM1618'THE 1934 TO REACH DESCRIPTION BY C.I.A. IS ADEQUATE.
 NM1618'
 NM1618'NO STATIONS COULD BE SEEN FROM THE GROUND.
 NM1618'
 NM1618'OBSERVATIONS FROM BRAUN 1934 TAKEN FROM A 4 FT. STAND.
 NM1618'
 NM1618'OBSERVATIONS FROM RM 3 TAKEN FROM A 90 FT. TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1125 ***********************************************************************
 MJ1125  DESIGNATION -  BRAY
 MJ1125  PID         -  MJ1125
 MJ1125  STATE/COUNTY-  IA/CASS
 MJ1125  USGS QUAD   -  WIOTA (1971)
 MJ1125
 MJ1125                         *CURRENT SURVEY CONTROL
 MJ1125  ___________________________________________________________________
 MJ1125* NAD 83(1996)-  41 29 48.51652(N)    094 57 57.36613(W)     ADJUSTED  
 MJ1125* NAVD 88     -       416.8    (meters)    1367.     (feet)  VERTCON   
 MJ1125  ___________________________________________________________________
 MJ1125  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 MJ1125  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 MJ1125
 MJ1125  HORZ ORDER  -  SECOND
 MJ1125
 MJ1125.The horizontal coordinates were established by classical geodetic methods
 MJ1125.and adjusted by the National Geodetic Survey in May 1999..
 MJ1125
 MJ1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1125
 MJ1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1125
 MJ1125.The geoid height was determined by GEOID03.
 MJ1125
 MJ1125;                    North         East     Units Scale Factor Converg.
 MJ1125;SPC IA S     -   167,251.999   377,604.520   MT  0.99996168   -0 57 56.2
 MJ1125;UTM  15      - 4,595,775.774   335,905.574   MT  0.99993138   -1 18 10.4
 MJ1125
 MJ1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1125!SPC IA S     -   0.99993895  x   0.99996168  =   0.99990063
 MJ1125!UTM  15      -   0.99993895  x   0.99993138  =   0.99987033
 MJ1125
 MJ1125|---------------------------------------------------------------------|
 MJ1125| PID    Reference Object                     Distance      Geod. Az  |
 MJ1125|                                                           dddmmss.s |
 MJ1125| CL6945 BRAY RM 1                            23.509 METERS 09514     |
 MJ1125| CL6946 BRAY RM 2                            18.742 METERS 26514     |
 MJ1125| MJ1163 ELK HORN MICROWAVE TOWER            APPROX. 9.4 KM 3045104.4 |
 MJ1125|---------------------------------------------------------------------|
 MJ1125
 MJ1125                          SUPERSEDED SURVEY CONTROL
 MJ1125
 MJ1125  NAD 83(1986)-  41 29 48.51278(N)    094 57 57.38144(W) AD(       ) 2
 MJ1125  NAD 27      -  41 29 48.55167(N)    094 57 56.43081(W) AD(       ) 2
 MJ1125  NGVD 29 (07/19/86)  416.7    (m)         1367.     (f) VERT ANG       
 MJ1125
 MJ1125.Superseded values are not recommended for survey control.
 MJ1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1125.See file dsdata.txt to determine how the superseded data were derived.
 MJ1125
 MJ1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF3590695776(NAD 83)
 MJ1125_MARKER: DD = SURVEY DISK
 MJ1125_SETTING: 0 = UNSPECIFIED SETTING
 MJ1125
 MJ1125  HISTORY     - Date     Condition        Report By
 MJ1125  HISTORY     - 1968     MONUMENTED       USGS
 MJ1125
 MJ1125                          STATION DESCRIPTION
 MJ1125
 MJ1125'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1125'STATION IS LOCATED 2.5 MI E. AND 6.5 MI N. OF ATLANTIC, NEAR
 MJ1125'QUARTER COR. BETWEEN SECS. 2 AND 3, T. 77 N., R. 36 W., IN THE
 MJ1125'RIGHT-OF-WAY OF INTERSTATE HWY. 80.  2.0 MI E. OF THE ATLANTIC
 MJ1125'INTERCHANGE AND 1.05 MI W. OF INTERCHANGE WITH U.S. HWY. 71, ON
 MJ1125'TOP OF CUTBANK AT S. SIDE OF HWY.
 MJ1125'
 MJ1125'TO REACH THE STATION FROM THE POST OFFICE AT ATLANTIC, DRIVE
 MJ1125'E. FOR 6 BLOCKS (0.4 MI) ON 5TH STREET TO JCT. WITH CO. RD. N-16,
 MJ1125'TURN LEFT AND DRIVE N. ON CO. RD. N-16 FOR 6.35 MI TO E. BOUND
 MJ1125'ENTRANCE TO I-80, TURN RIGHT AND DRIVE E. FOR 2.0 MI TO STATION
 MJ1125'ON THE RIGHT.
 MJ1125'
 MJ1125'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED BRAY
 MJ1125'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 MJ1125'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MJ1125'
 MJ1125'STATION MARK IS 104 FT S. OF CENTER OF E. BOUND LANE OF I-80,
 MJ1125'---FT E. OF COR. OF T-FENCE S., AND 7.2 FT N. OF S. RIGHT-OF-WAY
 MJ1125'FENCE AND A METAL WITNESS POST.
 MJ1125'
 MJ1125'REFERENCE MARK 1 IS 77.13 FT (23.509 M.) E.-SE. OF STATION AND
 MJ1125'1 FT N. OF THE S. RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1125'
 MJ1125'REFERENCE MARK 2 IS 61.49 FT (18.742 M.) W.-SW. OF STATION AND
 MJ1125'1 FT N. OF THE S. RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0600 ***********************************************************************
 NL0600  DESIGNATION -  BREDA 2
 NL0600  PID         -  NL0600
 NL0600  STATE/COUNTY-  IA/CARROLL
 NL0600  USGS QUAD   -  VAIL NE (1980)
 NL0600
 NL0600                         *CURRENT SURVEY CONTROL
 NL0600  ___________________________________________________________________
 NL0600* NAD 83(1996)-  42 11 14.17296(N)    095 00 52.78053(W)     ADJUSTED  
 NL0600* NAVD 88     -       463.     (meters)    1519.     (feet)  VERTCON   
 NL0600  ___________________________________________________________________
 NL0600  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 NL0600  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 NL0600
 NL0600  HORZ ORDER  -  THIRD
 NL0600
 NL0600.The horizontal coordinates were established by classical geodetic methods
 NL0600.and adjusted by the National Geodetic Survey in May 1999..
 NL0600.No horizontal observational check was made to the station.
 NL0600
 NL0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0600
 NL0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0600
 NL0600.The geoid height was determined by GEOID03.
 NL0600
 NL0600;                    North         East     Units Scale Factor Converg.
 NL0600;SPC IA N     - 1,077,460.230 1,374,886.938   MT  0.99998030   -1 01 35.6
 NL0600;UTM  15      - 4,672,533.605   333,637.227   MT  0.99994055   -1 21 11.8
 NL0600
 NL0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0600!SPC IA N     -   0.99993194  x   0.99998030  =   0.99991224
 NL0600!UTM  15      -   0.99993194  x   0.99994055  =   0.99987249
 NL0600
 NL0600|---------------------------------------------------------------------|
 NL0600| PID    Reference Object                     Distance      Geod. Az  |
 NL0600|                                                           dddmmss.s |
 NL0600| CO2324 BREDA 2 RM 3                         10.993 METERS 00028     |
 NL0600| NL0599 BREDA 2 AZ MK                       APPROX. 1.0 KM 0142437.1 |
 NL0600| CO2325 BREDA 2 RM 4                         27.249 METERS 10843     |
 NL0600| NL0598 BREDA                                 8.566 METERS 16827     |
 NL0600|---------------------------------------------------------------------|
 NL0600
 NL0600                          SUPERSEDED SURVEY CONTROL
 NL0600
 NL0600  NAD 83(1986)-  42 11 14.17082(N)    095 00 52.78344(W) AD(       ) 3
 NL0600  NAD 27      -  42 11 14.22600(N)    095 00 51.81770(W) AD(       ) 3
 NL0600  NGVD 29 (07/19/86)  463.     (m)         1519.     (f) VERT ANG       
 NL0600
 NL0600.Superseded values are not recommended for survey control.
 NL0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0600.See file dsdata.txt to determine how the superseded data were derived.
 NL0600
 NL0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3363772534(NAD 83)
 NL0600_MARKER: DS = TRIANGULATION STATION DISK
 NL0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0600_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0600_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 NL0600
 NL0600  HISTORY     - Date     Condition        Report By
 NL0600  HISTORY     - 1979     MONUMENTED       NGS
 NL0600
 NL0600                          STATION DESCRIPTION
 NL0600
 NL0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NL0600'THE STATION IS ABOUT 7-1/2 MILES SOUTH-SOUTHEAST OF WALL LAKE, 2
 NL0600'MILES WEST-NORTHWEST OF BREDA AND ON THE WEST RIGHT-OF-WAY OF A
 NL0600'GRAVELED COUNTY ROAD.
 NL0600'
 NL0600'TO REACH THE STATION FROM THE POST OFFICE IN BREDA, GO WEST ON A PAVED
 NL0600'ROAD FOR 2.0 MILES TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTH
 NL0600'ON A GRAVELED ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT.
 NL0600'
 NL0600'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 NL0600'GRAVELED ROAD FOR 0.7 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST
 NL0600'FOR 0.2 MILE TO THE MARK ON THE RIGHT ON THE WEST SLOPE OF A HILL.
 NL0600'
 NL0600'STATION MARKS ARE STANDARD DISKS, STAMPED---BREDA 2 1979---.  SURFACE
 NL0600'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3
 NL0600'INCHES AND IS 41.0 FEET WEST OF THE CENTERLINE OF THE ROAD AND
 NL0600'1.2 FEET NORTH OF A WITNESS POST.  UNDERGROUND DISK IS SET IN AN
 NL0600'IRREGULAR MASS OF CONCRETE 50 INCHES BELOW THE SURFACE.
 NL0600'
 NL0600'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---BREDA 2 NO 3 1979---
 NL0600'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3 INCHES.  IT
 NL0600'IS 41.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 1.5 FEET SOUTH OF A
 NL0600'WITNESS POST AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 NL0600'
 NL0600'REFERENCE MARK 4 IS A PRE-FABRICATED ALUMINUM MARKER,
 NL0600'STAMPED---BREDA 2 NO 4 1979---EMBEDDED IN THE GROUND AND SURROUNDED
 NL0600'BY AN IRREGULAR MASS OF CONCRETE.  IT PROJECTS 2 INCHES AND IS 44.5
 NL0600'FEET EAST OF THE CENTERLINE OF THE ROAD, 1.0 FOOT NORTH OF A WITNESS
 NL0600'POST, AND ABOUT 3 FEET LOWER THAN THE STATION.
 NL0600'
 NL0600'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BREDA 2 1979---SET IN
 NL0600'THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 28.5 FEET
 NL0600'SOUTH OF THE CENTERLINE OF THE ROAD, 2.0 FEET WEST OF A POWERLINE
 NL0600'POLE, 1.8 FEET EAST OF A WITNESS POST AND 1.5 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0844 ***********************************************************************
 NL0844  DESIGNATION -  BREDA CH OF BLESS VIRGIN MARY
 NL0844  PID         -  NL0844
 NL0844  STATE/COUNTY-  IA/CARROLL
 NL0844  USGS QUAD   -  BREDA (1980)
 NL0844
 NL0844                         *CURRENT SURVEY CONTROL
 NL0844  ___________________________________________________________________
 NL0844* NAD 83(1996)-  42 09 09.87511(N)    094 54 30.08205(W)     ADJUSTED  
 NL0844* NAVD 88     -                                                        
 NL0844  ___________________________________________________________________
 NL0844  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 NL0844  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 NL0844
 NL0844  HORZ ORDER  -  THIRD
 NL0844
 NL0844.The horizontal coordinates were established by classical geodetic methods
 NL0844.and adjusted by the National Geodetic Survey in May 1999..
 NL0844
 NL0844
 NL0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0844
 NL0844.The geoid height was determined by GEOID03.
 NL0844
 NL0844;                    North         East     Units Scale Factor Converg.
 NL0844;SPC IA N     - 1,073,473.861 1,383,603.156   MT  0.99998549   -0 57 16.2
 NL0844;UTM  15      - 4,668,497.860   342,330.061   MT  0.99990589   -1 16 51.5
 NL0844
 NL0844                          SUPERSEDED SURVEY CONTROL
 NL0844
 NL0844  NAD 83(1986)-  42 09 09.87250(N)    094 54 30.08546(W) AD(       ) 4
 NL0844  NAD 27      -  42 09 09.93200(N)    094 54 29.13100(W) AD(       ) 3
 NL0844
 NL0844.Superseded values are not recommended for survey control.
 NL0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0844.See file dsdata.txt to determine how the superseded data were derived.
 NL0844
 NL0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG4233068498(NAD 83)
 NL0844_MARKER: 90 = CHURCH SPIRE
 NL0844
 NL0844  HISTORY     - Date     Condition        Report By
 NL0844  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0844
 NL0844                          STATION DESCRIPTION
 NL0844
 NL0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0844'THIS STATION IS THE SPIRE ON THE CHURCH OF THE BLESSED VIRGIN
 NL0844'MARY, IN THE HAMLET OF MOUNT CARMEL, IOWA.  IT IS LOCATED
 NL0844'ON THE N SIDE OF THE MAIN STREET.  THE LOCATION OF MOUNT
 NL0844'CARMEL IS NOT SHOWN ON CURRENT ROAD MAPS, BUT IS ABOUT 3.5
 NL0844'MILES ESE OF BREDA AND MAY BE REACHED FROM THERE BY GOING
 NL0844'3.0 MILES E, 2.0 MILES S AND 0.15 MILE E.  THE CHURCH WAS
 NL0844'ERECTED IN 1907.  IT SETS BACK FROM THE STREET IN A DENSE
 NL0844'GROVE OF EVERGREEN.
 NL0844'
 NL0844'AT THE FRONT OF THE CHURCH THERE IS A TALL RED BRICK COLUMN
 NL0844'ABOUT 70 FEET HIGH.  AT ITS BASE IS THE MAIN ENTRANCE TO
 NL0844'THE CHURCH.  THERE ARE TWO TALL ARCHED GLAZED WINDOWS AT
 NL0844'THE CENTER OF THE COLUMN.  AT THE TOP ARE THREE SMALL NARROW
 NL0844'GLAZED WINDOWS, THE CENTER ONE BEING TALLER THAN THE OTHERS.
 NL0844'ABOVE THIS SECTION THERE IS A SQUARE BELFRY WITH TWO ARCHED
 NL0844'LOUVERED WINDOWS ON EACH SIDE.  THE BELFRY IS ABOUT 20 FEET
 NL0844'HIGH.  ABOVE THE BELFRY THERE IS A DOME-SHAPED SPIRE ABOUT
 NL0844'10 FEET HIGH WITH A GOLD LATIN CROSS AT THE TOP.  THE TOTAL
 NL0844'HEIGHT IS ABOUT 105 FEET.  AT THE SE CORNER OF THE BUILDING
 NL0844'THERE IS A GREY MARBLE CORNER STONE BEARING THE FOLLOWING
 NL0844'INSCRIPTION B.M.V.DE MONTE CARMELO, 1907.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0845 ***********************************************************************
 NL0845  DESIGNATION -  BREDA MUNICIPAL TANK
 NL0845  PID         -  NL0845
 NL0845  STATE/COUNTY-  IA/CARROLL
 NL0845  USGS QUAD   -  BREDA (1980)
 NL0845
 NL0845                         *CURRENT SURVEY CONTROL
 NL0845  ___________________________________________________________________
 NL0845* NAD 83(1996)-  42 10 54.96055(N)    094 58 57.85187(W)     ADJUSTED  
 NL0845* NAVD 88     -                                                        
 NL0845  ___________________________________________________________________
 NL0845  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 NL0845  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 NL0845
 NL0845  HORZ ORDER  -  THIRD
 NL0845
 NL0845.The horizontal coordinates were established by classical geodetic methods
 NL0845.and adjusted by the National Geodetic Survey in May 1999..
 NL0845
 NL0845
 NL0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0845
 NL0845.The geoid height was determined by GEOID03.
 NL0845
 NL0845;                    North         East     Units Scale Factor Converg.
 NL0845;SPC IA N     - 1,076,820.791 1,377,513.286   MT  0.99998107   -1 00 17.7
 NL0845;UTM  15      - 4,671,879.229   336,259.767   MT  0.99992990   -1 19 54.0
 NL0845
 NL0845                          SUPERSEDED SURVEY CONTROL
 NL0845
 NL0845  NAD 83(1986)-  42 10 54.95824(N)    094 58 57.85506(W) AD(       ) 4
 NL0845  NAD 27      -  42 10 55.01400(N)    094 58 56.89000(W) AD(       ) 3
 NL0845
 NL0845.Superseded values are not recommended for survey control.
 NL0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0845.See file dsdata.txt to determine how the superseded data were derived.
 NL0845
 NL0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3626071879(NAD 83)
 NL0845_MARKER: 53 = ELEVATED TANK
 NL0845
 NL0845  HISTORY     - Date     Condition        Report By
 NL0845  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0845  HISTORY     - 1950     GOOD             CGS
 NL0845  HISTORY     - 1979     GOOD             NGS
 NL0845
 NL0845                          STATION DESCRIPTION
 NL0845
 NL0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0845'THIS STATION IS THE BLACK MUNICIPAL TANK IN THE TOWN OF
 NL0845'BREDA, IOWA.  IT IS LOCATED JUST W OF THE TOWN, ABOUT 0.4
 NL0845'MILE FROM THE BUSINESS DISTRICT, ON THE N SIDE OF CARROLL
 NL0845'COUNTY ROUTE N, IN NE 1/4 SECTION 13, T 85 N, R 36 W.  IT
 NL0845'WAS ERECTED IN 1910.
 NL0845'
 NL0845'THE TANK HAS FOUR TRUSS-WORK LEGS ABOUT 80 FEET HIGH.  THE
 NL0845'OVAL SECTION EXTENDS DOWNWARD ABOUT 10 FEET, FROM THE CENTER
 NL0845'OF WHICH A FEED PIPE, WITHOUT JACKET, EXTENDS TO THE GROUND.
 NL0845'THE VERTICAL SECTION IS ABOUT 25 FEET HIGH AND HAS THE WORD
 NL0845'BREDA PAINTED ON THE W SIDE IN WHITE LETTERS.  THERE IS NO
 NL0845'ROOF ON THE TANK AT PRESENT.  THE TANK IS BEING REPAIRED AND
 NL0845'SILVERED.  ITS PRESENT TOTAL HEIGHT IS ABOUT 100 FEET.
 NL0845
 NL0845                          STATION RECOVERY (1950)
 NL0845
 NL0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0845'STATION IS LOCATED AT THE EAST EDGE OF BREDA ABOUT 125 FEET
 NL0845'NORTH OF THE CENTERLINE OF GRAVEL ROAD.  STATION IS OF STEEL
 NL0845'CONSTRUCTION WITH FOUR LEGS ABOUT 26 FEET SQUARE AT BASE
 NL0845'AND 100 FEET HIGH.  STATION IS PAINTED SILVER WITH THE LETTERS
 NL0845'BREDA IN BLACK ON THE WEST SIDE OF TANK.
 NL0845'
 NL0845'THE POINT INTERSECTED WAS THE TOP OF TANK.
 NL0845'
 NL0845'TO REACH FROM THE POST OFFICE IN BREDA GO WEST ON MAIN GRAVEL
 NL0845'ROAD FOR 0.35 MILE TO STATION ON RIGHT OR NORTH SIDE OF ROAD
 NL0845'AS DESCRIBED.
 NL0845'
 NL0845'THIS STATION WAS ESTABLISHED IN 1934.
 NL0845
 NL0845                          STATION RECOVERY (1979)
 NL0845
 NL0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NL0845'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED WITH THE EXCEPTION
 NL0845'THAT A SQUARE BRICK STRUCTURE NOW ENCLOSES THE RISER OF THE TANK.  THE
 NL0845'LETTERING---BREDA---ALSO APPEARS ON THE EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0846 ***********************************************************************
 NL0846  DESIGNATION -  BREDA ST BERNARDS CHURCH
 NL0846  PID         -  NL0846
 NL0846  STATE/COUNTY-  IA/CARROLL
 NL0846  USGS QUAD   -  BREDA (1980)
 NL0846
 NL0846                         *CURRENT SURVEY CONTROL
 NL0846  ___________________________________________________________________
 NL0846* NAD 83(1996)-  42 10 59.90739(N)    094 58 38.70748(W)     ADJUSTED  
 NL0846* NAVD 88     -                                                        
 NL0846  ___________________________________________________________________
 NL0846  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 NL0846  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 NL0846
 NL0846  HORZ ORDER  -  THIRD
 NL0846
 NL0846.The horizontal coordinates were established by classical geodetic methods
 NL0846.and adjusted by the National Geodetic Survey in May 1999..
 NL0846
 NL0846
 NL0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0846
 NL0846.The geoid height was determined by GEOID03.
 NL0846
 NL0846;                    North         East     Units Scale Factor Converg.
 NL0846;SPC IA N     - 1,076,965.706 1,377,955.211   MT  0.99998087   -1 00 04.7
 NL0846;UTM  15      - 4,672,021.615   336,702.488   MT  0.99992812   -1 19 41.3
 NL0846
 NL0846                          SUPERSEDED SURVEY CONTROL
 NL0846
 NL0846  NAD 83(1986)-  42 10 59.90501(N)    094 58 38.71053(W) AD(       ) 4
 NL0846  NAD 27      -  42 10 59.96300(N)    094 58 37.75000(W) AD(       ) 3
 NL0846
 NL0846.Superseded values are not recommended for survey control.
 NL0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0846.See file dsdata.txt to determine how the superseded data were derived.
 NL0846
 NL0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3670272022(NAD 83)
 NL0846_MARKER: 90 = CHURCH SPIRE
 NL0846
 NL0846  HISTORY     - Date     Condition        Report By
 NL0846  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0846  HISTORY     - 1950     GOOD             CGS
 NL0846  HISTORY     - 1979     GOOD             NGS
 NL0846
 NL0846                          STATION DESCRIPTION
 NL0846
 NL0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0846'THIS STATION IS THE TALL SPIRE OVER THE MAIN ENTRANCE OF ST.
 NL0846'BERNARDS CHURCH IN BREDA, IOWA.  IT IS LOCATED IN THE EASTERN
 NL0846'CENTRAL PART OF TOWN, TWO BLOCKS E OF THE MAIN STREET, IN
 NL0846'NE 1/4 SECTION 13, T 85 N, R 36 W.  IT WAS ERECTED IN 1888.
 NL0846'
 NL0846'THE SPIRE IS ABOVE THE MAIN ENTRANCE, WHICH OPENS AT THE
 NL0846'BASE OF A BUTTRESSED COLUMN OF RED BRICK.  OVER THE ENTRANCE
 NL0846'THERE IS A WHITE GABLE WITH A GOLD CROSS.  OVER THIS THERE
 NL0846'ARE THREE TALL STAINED GLASS WINDOWS, THE CENTER ONE BEING
 NL0846'TALLER THAN THE OTHERS.  AT THE TOP OF THE COLUMN THERE
 NL0846'ARE TWO SMALL ARCHED WINDOWS.  THIS COLUMN IS 50 FEET HIGH.
 NL0846'ABOVE THIS COLUMN THERE IS A CLOCK TOWER WITH DIALS ON EACH
 NL0846'OF ITS FOUR FACES.  OVER EACH DIAL IS A LARGE LOUVERED WINDOW
 NL0846'WITH A GABLE OVER EACH.  THIS TOWER IS 20 FEET HIGH.  ABOVE
 NL0846'THIS, A SPIRE RISES ABOUT 60 FEET.  IT IS OCTAGONAL IN SHAPE
 NL0846'AND GREY IN COLOR.  THERE IS A COLLAR AROUND IT ABOUT
 NL0846'HALFWAY UP.  AT THE APEX OF THE SPIRE THERE IS A KNOB, ON
 NL0846'WHICH SETS A GOLD LATIN CROSS.  THE TOTAL HEIGHT IS
 NL0846'ABOUT 130 FEET.
 NL0846
 NL0846                          STATION RECOVERY (1950)
 NL0846
 NL0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0846'STATION IS LOCATED IN THE NORTH PART OF BREDA.  STATION
 NL0846'IS OF BRICK CONSTRUCTION AND THE STEEPLE WHICH IS ON THE
 NL0846'EAST END OF THE CHURCH IS ABOUT 130 FEET HIGH.
 NL0846'
 NL0846'THE POINT INTERSECTED WAS THE CROSS ATOP THE STEEPLE.
 NL0846'
 NL0846'TO REACH FROM THE POST OFFICE IN BREDA GO WEST FOR 0.05
 NL0846'MILE TO MAIN CROSS STREET.  TURN RIGHT AND GO NORTH FOR 0.1
 NL0846'MILE TO STATION ON LEFT OR WEST SIDE OF STREET AS DESCRIBED.
 NL0846'
 NL0846'THIS STATION WAS ESTABLISHED IN 1934.
 NL0846
 NL0846                          STATION RECOVERY (1979)
 NL0846
 NL0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NL0846'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED WITH THE EXCEPTION
 NL0846'IT IS NOW PAINTED BLACK AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0512 ***********************************************************************
 NK0512  DESIGNATION -  BREMER COUNTY FARM TANK
 NK0512  PID         -  NK0512
 NK0512  STATE/COUNTY-  IA/BREMER
 NK0512  USGS QUAD   -  TRIPOLI (1971)
 NK0512
 NK0512                         *CURRENT SURVEY CONTROL
 NK0512  ___________________________________________________________________
 NK0512* NAD 83(1996)-  42 45 56.50073(N)    092 19 30.49179(W)     ADJUSTED  
 NK0512* NAVD 88     -                                                        
 NK0512  ___________________________________________________________________
 NK0512  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 NK0512  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 NK0512
 NK0512  HORZ ORDER  -  THIRD
 NK0512
 NK0512.The horizontal coordinates were established by classical geodetic methods
 NK0512.and adjusted by the National Geodetic Survey in May 1999..
 NK0512
 NK0512
 NK0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0512
 NK0512.The geoid height was determined by GEOID03.
 NK0512
 NK0512;                    North         East     Units Scale Factor Converg.
 NK0512;SPC IA N     - 1,141,257.515 1,596,154.495   MT  0.99994683   +0 47 46.5
 NK0512;UTM  15      - 4,735,016.924   555,215.653   MT  0.99963751   +0 27 29.7
 NK0512
 NK0512                          SUPERSEDED SURVEY CONTROL
 NK0512
 NK0512  NAD 83(1996)-  42 45 56.50047(N)    092 19 30.49173(W) AD(       ) 4
 NK0512  NAD 83(1986)-  42 45 56.49347(N)    092 19 30.49242(W) AD(       ) 4
 NK0512  NAD 27      -  42 45 56.56100(N)    092 19 29.84500(W) AD(       ) 3
 NK0512
 NK0512.Superseded values are not recommended for survey control.
 NK0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0512.See file dsdata.txt to determine how the superseded data were derived.
 NK0512
 NK0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5521635017(NAD 83)
 NK0512_MARKER: 53 = ELEVATED TANK
 NK0512
 NK0512  HISTORY     - Date     Condition        Report By
 NK0512  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0512
 NK0512                          STATION DESCRIPTION
 NK0512
 NK0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0512'STATION IS THE CENTER OF THE WATER TANK AT THE BREMER COUNTY
 NK0512'FARM (POOR HOUSE), IN THE CENTER OF SEC. 24, T 92 N, R 12
 NK0512'W, 0.5 MILE E OF STATE HIGHWAY 59, AND 3.5 MILES N OF THE
 NK0512'INTERSECTION OF HIGHWAYS 59 AND 10.  IT IS A SMALL TANK
 NK0512'ABOUT 60 FEET HIGH WITH A ROUND BOTTOM AND CONICAL ROOF.  THE
 NK0512'SIDE OF THE TANK IS PAINTED BLACK AND THE TOP A LIGHT GRAY.
 NK0512'THERE IS NO NAME ON THE TANK, THE DATE OF ERECTION IS NOT
 NK0512'KNOWN.  IT IS NOT VERY PROMINENT, EXTENDING ONLY A SHORT
 NK0512'WAY ABOVE THE TREE TOPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0839 ***********************************************************************
 MG0839  DESIGNATION -  BRIGHTON MUNICIPAL TANK
 MG0839  PID         -  MG0839
 MG0839  STATE/COUNTY-  IA/WASHINGTON
 MG0839  USGS QUAD   -  BRIGHTON (1980)
 MG0839
 MG0839                         *CURRENT SURVEY CONTROL
 MG0839  ___________________________________________________________________
 MG0839* NAD 83(1996)-  41 10 31.27540(N)    091 49 15.88082(W)     ADJUSTED  
 MG0839* NAVD 88     -                                                        
 MG0839  ___________________________________________________________________
 MG0839  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 MG0839  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0839
 MG0839  HORZ ORDER  -  THIRD
 MG0839
 MG0839.The horizontal coordinates were established by classical geodetic methods
 MG0839.and adjusted by the National Geodetic Survey in May 1999..
 MG0839
 MG0839
 MG0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0839
 MG0839.The geoid height was determined by GEOID03.
 MG0839
 MG0839;                    North         East     Units Scale Factor Converg.
 MG0839;SPC IA S     -   131,880.794   640,865.372   MT  0.99994847   +1 06 21.3
 MG0839;UTM  15      - 4,558,893.187   598,886.848   MT  0.99972035   +0 46 34.4
 MG0839
 MG0839                          SUPERSEDED SURVEY CONTROL
 MG0839
 MG0839  NAD 83(1986)-  41 10 31.28072(N)    091 49 15.89448(W) AD(       ) 4
 MG0839  NAD 27      -  41 10 31.22200(N)    091 49 15.28200(W) AD(       ) 3
 MG0839
 MG0839.Superseded values are not recommended for survey control.
 MG0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0839.See file dsdata.txt to determine how the superseded data were derived.
 MG0839
 MG0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF9888758893(NAD 83)
 MG0839_MARKER: 53 = ELEVATED TANK
 MG0839
 MG0839  HISTORY     - Date     Condition        Report By
 MG0839  HISTORY     - 1934     FIRST OBSERVED   CGS
 MG0839  HISTORY     - 20051029 MARK NOT FOUND   GEOCAC
 MG0839
 MG0839                          STATION DESCRIPTION
 MG0839
 MG0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0839'STATION IS A TANK, TALL BLACK, WITH WEATHER VANE ON TOP.
 MG0839'LOCATED 0.1 MILE S OF STATE HIGHWAY 1.  IN THE N PART OF THE
 MG0839'TOWN OF BRIGHTON 350 FEET N OF WASHINGTON STREET, WHICH IS
 MG0839'THE MAIN STREET OF THE TOWN.  THE WORD BRIGHTON PAINTED IN
 MG0839'LARGE WHITE LETTERS ON THE S SIDE OF THE TANK.
 MG0839
 MG0839                          STATION RECOVERY (2005)
 MG0839
 MG0839'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0839'ONLY TANK SEEN IS A WATERSPHERE CONSISTENT WITH DESCRIBED LOCATION AND
 MG0839'EAST OF COORDINATES IN SAME BLOCK.  ROUND CONCRETE WITH METAL COVER
 MG0839'NEAR COORDINATES COULD BE ORIGINAL TANK'S PIPE CONNECTION. NO FOOTINGS
 MG0839'SEEN.  PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0594 ***********************************************************************
 OQ0594  DESIGNATION -  BRINKMAN
 OQ0594  PID         -  OQ0594
 OQ0594  STATE/COUNTY-  IA/LYON
 OQ0594  USGS QUAD   -  ROCK RAPIDS (1971)
 OQ0594
 OQ0594                         *CURRENT SURVEY CONTROL
 OQ0594  ___________________________________________________________________
 OQ0594* NAD 83(1996)-  43 28 13.15106(N)    096 11 44.97438(W)     ADJUSTED  
 OQ0594* NAVD 88     -       439.9    (meters)    1443.     (feet)  VERTCON   
 OQ0594  ___________________________________________________________________
 OQ0594  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 OQ0594  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OQ0594
 OQ0594  HORZ ORDER  -  SECOND
 OQ0594
 OQ0594.The horizontal coordinates were established by classical geodetic methods
 OQ0594.and adjusted by the National Geodetic Survey in May 1999..
 OQ0594
 OQ0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0594
 OQ0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0594
 OQ0594.The geoid height was determined by GEOID03.
 OQ0594
 OQ0594;                    North         East     Units Scale Factor Converg.
 OQ0594;SPC IA N     - 1,222,346.230 1,281,891.223   MT  1.00004358   -1 49 37.5
 OQ0594;SPC MN S     -   154,646.464   622,328.614   MT  1.00008249   -1 32 20.8
 OQ0594;UTM  14      - 4,816,865.332   726,817.532   MT  1.00023287   +1 55 48.1
 OQ0594
 OQ0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0594!SPC IA N     -   0.99993518  x   1.00004358  =   0.99997876
 OQ0594!SPC MN S     -   0.99993518  x   1.00008249  =   1.00001766
 OQ0594!UTM  14      -   0.99993518  x   1.00023287  =   1.00016803
 OQ0594
 OQ0594|---------------------------------------------------------------------|
 OQ0594| PID    Reference Object                     Distance      Geod. Az  |
 OQ0594|                                                           dddmmss.s |
 OQ0594| OQ0602 BRINKMAN RM 3                        66.265 METERS 04114     |
 OQ0594| OQ0598 ROCK RAPIDS MUN PUB UTIL STK        APPROX. 5.1 KM 1542558.8 |
 OQ0594| CO2335 BRINKMAN RM 1                        27.657 METERS 16031     |
 OQ0594| OQ0596 ROCK RAPIDS MUNICIPAL TANK          APPROX. 5.3 KM 1613158.7 |
 OQ0594| OQ0601 BRINKMAN AZ MK                      APPROX. 1.0 KM 1763235.9 |
 OQ0594| CO2336 BRINKMAN RM 2                        22.400 METERS 29347     |
 OQ0594|---------------------------------------------------------------------|
 OQ0594
 OQ0594                          SUPERSEDED SURVEY CONTROL
 OQ0594
 OQ0594  NAD 83(1996)-  43 28 13.15107(N)    096 11 44.97437(W) AD(       ) 2
 OQ0594  NAD 83(1996)-  43 28 13.15030(N)    096 11 44.97324(W) AD(       ) 2
 OQ0594  NAD 83(1996)-  43 28 13.15058(N)    096 11 44.96923(W) AD(       ) 2
 OQ0594  NAD 83(1986)-  43 28 13.15091(N)    096 11 44.96120(W) AD(       ) 2
 OQ0594  NAD 27      -  43 28 13.25700(N)    096 11 43.85900(W) AD(       ) 2
 OQ0594  NGVD 29 (07/19/86)  439.7    (m)         1443.     (f) VERT ANG       
 OQ0594
 OQ0594.Superseded values are not recommended for survey control.
 OQ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0594.See file dsdata.txt to determine how the superseded data were derived.
 OQ0594
 OQ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2681816865(NAD 83)
 OQ0594_MARKER: DS = TRIANGULATION STATION DISK
 OQ0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0594_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 OQ0594
 OQ0594  HISTORY     - Date     Condition        Report By
 OQ0594  HISTORY     - 1949     MONUMENTED       CGS
 OQ0594  HISTORY     - 1978     GOOD             MNDT
 OQ0594
 OQ0594                          STATION DESCRIPTION
 OQ0594
 OQ0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0594'STATION IS LOCATED ABOUT 3-1/2 MILES NORTH NORTHWEST OF ROCK
 OQ0594'RAPIDS IN A SMALL PASTURE JUST SOUTH OF THE FARM HOUSE OF THE
 OQ0594'BRINKMAN BROTHERS.  STATION IS 41 FEET SOUTHWEST OF FENCECORNER,
 OQ0594'33 FEET WEST NORTHWEST OF TELEPHONE POLE AND 29 FEET WEST OF
 OQ0594'FENCE AND WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 OQ0594'THE DISK IS STAMPED BRINKMAN 1949.
 OQ0594'
 OQ0594'REFERENCE MARK NO. 1 IS 0.5 FOOT WEST OF FENCE.  THE MARK IS
 OQ0594'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BRINKMAN NO 1 1949.
 OQ0594'
 OQ0594'REFERENCE MARK NO. 2 IS 32 FEET NORTHEAST OF THE NORTHEAST CORNER
 OQ0594'OF BARN, 7 FEET EAST OF FENCECORNER AND 1 FOOT SOUTH OF FENCE.
 OQ0594'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BRINKMAN
 OQ0594'NO 2 1949.
 OQ0594'
 OQ0594'AZIMUTH MARK IS 56 EAST OF THE CENTERLINE OF U.S. HIGHWAY 75,
 OQ0594'5 FEET WEST OF FENCE AND 4.5 FEET WEST OF WITNESS POST.  THE MARK
 OQ0594'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BRINKMAN 1949.
 OQ0594'
 OQ0594'TO REACH FROM THE CAUTION LIGHT AT THE JUNCTION OF U.S. HIGHWAY
 OQ0594'75 AND STATE HIGHWAY 9 IN ROCK RAPIDS GO WEST ON THE HIGHWAY
 OQ0594'FOR 0.75 TO ANOTHER JUNCTION OF THE TWO HIGHWAYS.  TURN RIGHT
 OQ0594'AND GO NORTH ON U.S. HIGHWAY 75 FOR 2.05 MILES TO AZIMUTH MARK
 OQ0594'ON RIGHT OR EAST SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE NORTH
 OQ0594'FOR 0.7 MILE TO THE BRINKMAN FARM AND STATION ON LEFT OR WEST
 OQ0594'SIDE OF HIGHWAY AS DESCRIBED.
 OQ0594'
 OQ0594'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OQ0594
 OQ0594                          STATION RECOVERY (1978)
 OQ0594
 OQ0594'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 (DKH)
 OQ0594'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2 AND
 OQ0594'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 OQ0594'ANGLE BETWEEN REFERENCE MARK NUMBERS 1 AND 2 CHECKED.  THE DISTANCE
 OQ0594'TO REFERENCE MARK NUMBER 1 WAS FOUND TO BE 90.73 FEET, 27.657 METERS,
 OQ0594'THE DISTANCE TO REFERENCE MARK NUMBER 2 WAS FOUND TO BE 73.50 FEET,
 OQ0594'22.400 METERS, AND THE DISTANCE BETWEEN THE REFERENCE MARKS IS 150.93
 OQ0594'FEET, 46.002 METERS.  REFERENCE MARK NUMBER 3 WAS SET AT THIS TIME.
 OQ0594'
 OQ0594'REFERENCE MARK NUMBER 2 IS NOW 0.1 FOOT BELOW THE SURFACE OF THE
 OQ0594'GROUND AND THE FENCE TIES ARE GONE.
 OQ0594'
 OQ0594'REFERENCE MARK NUMBER 3, A STANDARD MNHD REFERENCE MARK DISK
 OQ0594'STAMPED---BRINKMAN NO 3 1949 1978---, IS SET IN THE TOP OF A 12 INCH
 OQ0594'ROUND CONCRETE MONUMENT THAT IS 56.0 FEET EAST OF THE CENTERLINE OF
 OQ0594'TRUNK HIGHWAY 75, 37 FEET SOUTH OF A FIELD ENTRANCE, 90.0 FEET NORTH
 OQ0594'OF A TRANSFORMER POLE, 3.6 FEET WEST OF A STEEL WITNESS POST, AND IS
 OQ0594'FLUSH WITH THE SURFACE OF THE GROUND.
 OQ0594'
 OQ0594'REFERENCE MARK NUMBER 1 IS 73.3 FEET SOUTH OF A TELEPHONE POLE AND 1.4
 OQ0594'FEET WEST OF A STEEL WITNESS POST.
 OQ0594'
 OQ0594'THE AZIMUTH MARK IS 5.1 FEET WEST OF A STEEL WITNESS POST.
 OQ0594'
 OQ0594'A SHORT PIECE OF STEEL REINFORCEMENT ROD PLACED IN THE CONCRETE NEAR
 OQ0594'THE DISK OF REFERENCE MARK NUMBER 3 AND ADJACENT TO ALL THE OTHER
 OQ0594'MARKS MAKES THEM MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0602 ***********************************************************************
 OQ0602  DESIGNATION -  BRINKMAN RM 3
 OQ0602  PID         -  OQ0602
 OQ0602  STATE/COUNTY-  IA/LYON
 OQ0602  USGS QUAD   -  ROCK RAPIDS (1971)
 OQ0602
 OQ0602                         *CURRENT SURVEY CONTROL
 OQ0602  ___________________________________________________________________
 OQ0602* NAD 83(1996)-  43 28 14.76589(N)    096 11 43.03132(W)     ADJUSTED  
 OQ0602* NAVD 88     -       439.5    (meters)    1442.     (feet)  VERTCON   
 OQ0602  ___________________________________________________________________
 OQ0602  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 OQ0602  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OQ0602
 OQ0602  HORZ ORDER  -  SECOND
 OQ0602
 OQ0602.The horizontal coordinates were established by classical geodetic methods
 OQ0602.and adjusted by the National Geodetic Survey in May 1999..
 OQ0602
 OQ0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0602
 OQ0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0602
 OQ0602.The geoid height was determined by GEOID03.
 OQ0602
 OQ0602;                    North         East     Units Scale Factor Converg.
 OQ0602;SPC IA N     - 1,222,394.651 1,281,936.465   MT  1.00004369   -1 49 36.2
 OQ0602;SPC MN S     -   154,695.114   622,373.614   MT  1.00008236   -1 32 19.5
 OQ0602;UTM  14      - 4,816,916.623   726,859.512   MT  1.00023310   +1 55 49.5
 OQ0602
 OQ0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0602!SPC IA N     -   0.99993524  x   1.00004369  =   0.99997893
 OQ0602!SPC MN S     -   0.99993524  x   1.00008236  =   1.00001760
 OQ0602!UTM  14      -   0.99993524  x   1.00023310  =   1.00016833
 OQ0602
 OQ0602:                Primary Azimuth Mark                     Grid Az
 OQ0602:SPC IA N     -  ROCK RAPIDS NEW WATER TANK               144 16 52.0
 OQ0602:SPC MN S     -  ROCK RAPIDS NEW WATER TANK               143 59 35.3
 OQ0602:UTM  14      -  ROCK RAPIDS NEW WATER TANK               140 31 26.3
 OQ0602
 OQ0602|---------------------------------------------------------------------|
 OQ0602| PID    Reference Object                     Distance      Geod. Az  |
 OQ0602|                                                           dddmmss.s |
 OQ0602| OQ0600 ROCK RAPIDS NEW WATER TANK          APPROX. 5.4 KM 1422715.8 |
 OQ0602| OQ0596 ROCK RAPIDS MUNICIPAL TANK          APPROX. 5.3 KM 1620904.2 |
 OQ0602| OQ0594 BRINKMAN                             66.265 METERS 22114     |
 OQ0602| OQ0664 MINNWA                              APPROX. 3.5 KM 3410656.5 |
 OQ0602|---------------------------------------------------------------------|
 OQ0602
 OQ0602                          SUPERSEDED SURVEY CONTROL
 OQ0602
 OQ0602  NAD 83(1996)-  43 28 14.76590(N)    096 11 43.03131(W) AD(       ) 2
 OQ0602  NAD 83(1996)-  43 28 14.76510(N)    096 11 43.03022(W) AD(       ) 2
 OQ0602  NAD 83(1996)-  43 28 14.76541(N)    096 11 43.02618(W) AD(       ) 2
 OQ0602  NAD 83(1986)-  43 28 14.76573(N)    096 11 43.01814(W) AD(       ) 2
 OQ0602  NAD 27      -  43 28 14.87350(N)    096 11 41.91387(W) AD(       ) 2
 OQ0602  NGVD 29 (07/19/86)  439.3    (m)         1441.     (f) VERT ANG       
 OQ0602
 OQ0602.Superseded values are not recommended for survey control.
 OQ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0602.See file dsdata.txt to determine how the superseded data were derived.
 OQ0602
 OQ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2686016917(NAD 83)
 OQ0602_MARKER: DR = REFERENCE MARK DISK
 OQ0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OQ0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0602+STABILITY: SURFACE MOTION
 OQ0602
 OQ0602  HISTORY     - Date     Condition        Report By
 OQ0602  HISTORY     - 1978     MONUMENTED       MNDT
 OQ0602
 OQ0602                          STATION DESCRIPTION
 OQ0602
 OQ0602'DESCRIBED BY MN DEPT OF TRANSP 1978 (DKH)
 OQ0602'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH-NORTHWEST OF THE CITY
 OQ0602'OF ROCK RAPIDS, IOWA, IN THE NORTHWEST 1/4 OF SECTION 20, T100N, R45W.
 OQ0602'
 OQ0602'THE STATION MARK IS A STANDARD MNHD REFERENCE MARK DISK
 OQ0602'STAMPED---BRINKMAN NO 3 1949 1978---, SET IN THE TOP OF A 12 INCH
 OQ0602'ROUND CONCRETE MONUMENT THAT IS 56.0 FEET EAST OF THE CENTERLINE OF
 OQ0602'TRUNK HIGHWAY 75, 37.0 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 OQ0602'90.0 FEET NORTH OF A TRANSFORMER POLE,3.6 FEET WEST OF A STEEL WITNESS
 OQ0602'POST AND IS FLUSH WITH THE SURFACE OF THE GROUND.  A SHORT PIECE OF
 OQ0602'STEEL REINFORCEMENT ROD PLACED IN THE MONUMENT NEAR THE DISK MAKES
 OQ0602'THE MARK MAGNETIC.
 OQ0602'
 OQ0602'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAYS 75 AND 9 WEST
 OQ0602'OF ROCK RAPIDS, GO NORTH ON TRUNK HIGHWAY 75 FOR 2.8 MILES TO THE MARK
 OQ0602'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0669 ***********************************************************************
 NK0669  DESIGNATION -  BRISTOW MUNICIPAL TANK
 NK0669  PID         -  NK0669
 NK0669  STATE/COUNTY-  IA/BUTLER
 NK0669  USGS QUAD   -  DUMONT NORTH (1972)
 NK0669
 NK0669                         *CURRENT SURVEY CONTROL
 NK0669  ___________________________________________________________________
 NK0669* NAD 83(1996)-  42 46 27.65189(N)    092 54 24.16823(W)     ADJUSTED  
 NK0669* NAVD 88     -                                                        
 NK0669  ___________________________________________________________________
 NK0669  LAPLACE CORR-          -7.92  (seconds)                    DEFLEC99
 NK0669  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 NK0669
 NK0669  HORZ ORDER  -  THIRD
 NK0669
 NK0669.The horizontal coordinates were established by classical geodetic methods
 NK0669.and adjusted by the National Geodetic Survey in May 1999..
 NK0669
 NK0669
 NK0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0669
 NK0669.The geoid height was determined by GEOID03.
 NK0669
 NK0669;                    North         East     Units Scale Factor Converg.
 NK0669;SPC IA N     - 1,141,720.930 1,548,550.850   MT  0.99994710   +0 24 07.5
 NK0669;UTM  15      - 4,735,761.212   507,631.403   MT  0.99960072   +0 03 48.1
 NK0669
 NK0669                          SUPERSEDED SURVEY CONTROL
 NK0669
 NK0669  NAD 83(1996)-  42 46 27.65203(N)    092 54 24.16821(W) AD(       ) 4
 NK0669  NAD 83(1986)-  42 46 27.64706(N)    092 54 24.16143(W) AD(       ) 4
 NK0669  NAD 27      -  42 46 27.73300(N)    092 54 23.44700(W) AD(       ) 3
 NK0669
 NK0669.Superseded values are not recommended for survey control.
 NK0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0669.See file dsdata.txt to determine how the superseded data were derived.
 NK0669
 NK0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH0763135761(NAD 83)
 NK0669_MARKER: 53 = ELEVATED TANK
 NK0669
 NK0669  HISTORY     - Date     Condition        Report By
 NK0669  HISTORY     - 1938     FIRST OBSERVED   CGS
 NK0669
 NK0669                          STATION DESCRIPTION
 NK0669
 NK0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0669'OBSERVED FINIAL MUNICIPAL WATER TANK, STEEL, BLACK ABOUT
 NK0669'125 FEET HIGH.  NOT VISITED.
 NK0669'
 NK0669'OBSERVED FROM TRIANGULATION STATIONS, DONALDSON (1926),
 NK0669'SCHRAGE, GIBSON, KESLEY AND ALLISON MAGNETIC (1908).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0648 ***********************************************************************
 NK0648  DESIGNATION -  BROCKA
 NK0648  PID         -  NK0648
 NK0648  STATE/COUNTY-  IA/BUTLER
 NK0648  USGS QUAD   -  BUTLER CENTER (1979)
 NK0648
 NK0648                         *CURRENT SURVEY CONTROL
 NK0648  ___________________________________________________________________
 NK0648* NAD 83(1996)-  42 38 33.27948(N)    092 46 02.62344(W)     ADJUSTED  
 NK0648* NAVD 88     -       316.4    (meters)    1038.     (feet)  VERTCON   
 NK0648  ___________________________________________________________________
 NK0648  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 NK0648  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 NK0648
 NK0648  HORZ ORDER  -  FIRST
 NK0648
 NK0648.The horizontal coordinates were established by classical geodetic methods
 NK0648.and adjusted by the National Geodetic Survey in May 1999..
 NK0648
 NK0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0648
 NK0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0648
 NK0648.The geoid height was determined by GEOID03.
 NK0648
 NK0648;                    North         East     Units Scale Factor Converg.
 NK0648;SPC IA N     - 1,127,173.723 1,560,078.345   MT  0.99994546   +0 29 47.5
 NK0648;UTM  15      - 4,721,151.115   519,068.744   MT  0.99960447   +0 09 27.3
 NK0648
 NK0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0648!SPC IA N     -   0.99995537  x   0.99994546  =   0.99990083
 NK0648!UTM  15      -   0.99995537  x   0.99960447  =   0.99955985
 NK0648
 NK0648:                Primary Azimuth Mark                     Grid Az
 NK0648:SPC IA N     -  WAVERLY MUNICIPAL TANK                   069 07 50.3
 NK0648:UTM  15      -  WAVERLY MUNICIPAL TANK                   069 28 10.5
 NK0648
 NK0648|---------------------------------------------------------------------|
 NK0648| PID    Reference Object                     Distance      Geod. Az  |
 NK0648|                                                           dddmmss.s |
 NK0648| NK0503 WAVERLY MUNICIPAL TANK              APPROX.27.1 KM 0693737.8 |
 NK0648| NK0646 REBAR 1002                          APPROX. 3.8 KM 1460523.1 |
 NK0648| CI5156 BROCKA RM 1                          23.817 METERS 18434     |
 NK0648| NK0651 PARKERSBURG MUNICIPAL TANK          APPROX. 7.5 KM 1930824.7 |
 NK0648| NK0655 APLINGTON MUNICIPAL TANK            APPROX.11.9 KM 2350236.8 |
 NK0648| CI5155 BROCKA AZ MK                                       2521702.8 |
 NK0648| CI5157 BROCKA RM 2                          35.884 METERS 27154     |
 NK0648| NK0662 ALLISON MUNICIPAL TANK              APPROX.12.9 KM 3493218.2 |
 NK0648| NK0664 ALLISON COURTHOUSE SMALL DOME       APPROX.12.9 KM 3495008.7 |
 NK0648|---------------------------------------------------------------------|
 NK0648
 NK0648                          SUPERSEDED SURVEY CONTROL
 NK0648
 NK0648  NAD 83(1996)-  42 38 33.27959(N)    092 46 02.62372(W) AD(       ) 1
 NK0648  NAD 83(1986)-  42 38 33.27567(N)    092 46 02.61826(W) AD(       ) 1
 NK0648  NAD 27      -  42 38 33.35000(N)    092 46 01.92500(W) AD(       ) 1
 NK0648  NGVD 29 (07/19/86)  316.4    (m)         1038.     (f) VERT ANG       
 NK0648
 NK0648.Superseded values are not recommended for survey control.
 NK0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0648.See file dsdata.txt to determine how the superseded data were derived.
 NK0648
 NK0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1906921151(NAD 83)
 NK0648_MARKER: DS = TRIANGULATION STATION DISK
 NK0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0648
 NK0648  HISTORY     - Date     Condition        Report By
 NK0648  HISTORY     - 1938     MONUMENTED       CGS
 NK0648  HISTORY     - 1970     GOOD             NGS
 NK0648  HISTORY     - 1970     GOOD             NGS
 NK0648
 NK0648                          STATION DESCRIPTION
 NK0648
 NK0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0648'STATION BROCKA IS ABOUT 4-1/2 MILES E OF N OF PARKERSBURG,
 NK0648'ABOUT 7-1/2 MILES E OF S OF ALLISON, AND ABOUT 10 MILES
 NK0648'SW OF SHELL ROCK IN THE SW 1/4 OF SEC. 32, T 91 N, R 16 W,
 NK0648'ON LAND OWNED AND OCCUPIED BY W.F. BROCKA.  CONSENT OBTAINED.
 NK0648'STATION IS 45 FEET N OF THE CENTER LINE OF ROAD, 20 FEET E
 NK0648'OF THE CENTER LINE OF DRIVEWAY TO MR. BROCKAS HOUSE, 14 FEET
 NK0648'N OF THE SW CORNER OF FENCE AROUND YARD, 2 FEET W OF FENCE,
 NK0648'AND THE MARK IS FLUSH WITH THE GROUND.
 NK0648'
 NK0648'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NK0648'BRONZE DISKS SET IN CONCRETE.
 NK0648'
 NK0648'THE AZIMUTH MARK IS WSW OF THE STATION, 6 FEET E OF THE W
 NK0648'RIGHT-OF-WAY FENCE, 25 FEET W OF THE CENTER LINE OF ROAD,
 NK0648'100 YARDS S OF ROAD T-INTERSECTION, AND FLUSH WITH THE GROUND.
 NK0648'
 NK0648'REFERENCE MARK NO. 1 IS S OF STATION, 1 FOOT S OF THE E POST
 NK0648'OF GATE, 30 FEET S OF THE CENTER LINE OF ROAD, AND FLUSH WITH
 NK0648'THE GROUND.  REFERENCE MARK NO. 2 IS W OF STATION, 18 FEET
 NK0648'N OF THE N RIGHT-OF-WAY FENCE, 50 FEET N OF THE CENTER LINE
 NK0648'OF ROAD, AND FLUSH WITH THE GROUND.
 NK0648'
 NK0648'STATION WAS REACHED FROM THE JUNCTION OF IOWA ROUTE 10 (PAVED)
 NK0648'AND IOWA ROUTE 14 (GRAVELED), BY GOING S ON IOWA ROUTE 14 FOR
 NK0648'7.0 MILES.  TURN LEFT AND GO E FOR 1.2 MILES TO MR. BROCKAS
 NK0648'FARM HOME ON THE LEFT AND THE STATION.
 NK0648'
 NK0648'STATION KESLEY WITH A 64-FOOT TOWER AND STATIONS SCHRAGE, ALLISON
 NK0648'MAGNETIC (1908), BEST, WEFEL (1935), AND BRANDT (1935) WITH
 NK0648'90-FOOT TOWERS REQUIRE A 90-FOOT TOWER AT THIS STATION.
 NK0648
 NK0648                          STATION RECOVERY (1970)
 NK0648
 NK0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JSA)
 NK0648'STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 NK0648'FOUND IN GOOD CONDITION AS DESCRIBED.  AZIMUTH MARK WAS FOUND
 NK0648'DISTURBED.
 NK0648'
 NK0648'DISTANCES TO R.M. 1 MISSED .11 FT, TO R.M. 2 MISSED .02 FT.
 NK0648'
 NK0648'DIRECTIONS TO R.M. 1 MISSED -66.06 SEC., TO R.M. 2 MISSED
 NK0648'-19.76 SECS., TO APLINGTON MWT MISSED +7273.39 SECS.  (MWT
 NK0648'WAS CHECKED AND HAD NOT BEEN MOVED)
 NK0648'
 NK0648'THE OLD DESCRIPTION IS ADEQUATE.
 NK0648'
 NK0648'APLINGTON MWT - THE STATION IS THE FINIAL OF APLINGTON MWT
 NK0648'IN APLINGTON LOCATED ABOUT 40 FT W. OF JCT. OF 11TH STREET
 NK0648'AND CALDWELL STREET.  IT IS NEAR THE SW. EDGE OF TOWN, T. 90
 NK0648'N., R. 17 W., NEAR THE CENTER OF THE NW. QUARTER OF SEC. 29.
 NK0648'
 NK0648'HEIGHT OF INSTRUMENT 4.94 FT.  STANDARD BRACED TRIPOD USED.
 NK0648
 NK0648                          STATION RECOVERY (1970)
 NK0648
 NK0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NK0648'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 NK0648'NO. 2 WERE RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 NK0648'REFERENCE MARK NO. 3 (AZIMUTH MARK) WAS RECOVERED BUT THE
 NK0648'MARK HAS BEEN RESET IN A DIFFERENT LOCATION AND THE ARROW
 NK0648'IS POINTING IN THE WRONG DIRECTION.  THE MARK WAS PROBABLY
 NK0648'RESET WHEN THE ROAD WAS WIDENED.  THIS MARK WAS LEFT IN PLACE
 NK0648'BUT HAS NO VALUE.  NO OBJECTS WERE VISIBLE AT THE STATION SITE
 NK0648'DUE TO TREES SO A NEW AZIMUTH MARK WAS NOT SET.
 NK0648'
 NK0648'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NK0648'AND STATE HIGHWAY 14 AT THE WEST EDGE OF PARKERSBURG, GO
 NK0648'NORTH ON STATE HIGHWAY 14 FOR 4.6 MILES TO A CROSSROAD.  TURN
 NK0648'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 1.2 MILE TO A DRIVEWAY
 NK0648'LEADING TO THE CAROL HAWKINS FARM HOUSE AND THE STATION NEAR
 NK0648'THE SOUTHEAST CORNER OF FARMYARD.
 NK0648'
 NK0648'THE STATION MARK IS 136 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NK0648'OF HOUSE, 23 FEET EAST OF THE CENTER OF THE DRIVEWAY, 45 FEET
 NK0648'NORTH OF THE CENTER OF THE GRAVELED ROAD, 20.5 FEET NORTHWEST
 NK0648'OF THE SOUTHEAST CORNER OF YARD, 16 FEET NORTHEAST OF THE
 NK0648'EAST GATE POST AT THE DRIVEWAY, AND 10 FEET NORTH OF A METAL
 NK0648'WITNESS POST SET IN AN EAST-WEST FENCE, AND THE MARK IS FLUSH
 NK0648'WITH THE SURFACE OF THE GROUND.
 NK0648'
 NK0648'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE CENTER OF THE ROAD
 NK0648'AND 0.5 FEET SOUTH OF A FENCE.  THE MARK IS FLUSH WITH THE
 NK0648'SURFACE OF THE GROUND.
 NK0648'
 NK0648'REFERENCE MARK NO. 2 IS 50 FEET NORTH OF THE CENTER OF THE ROAD,
 NK0648'95 FEET WEST OF THE CENTER OF THE DRIVEWAY, 59 FEET SOUTH OF THE
 NK0648'SOUTHEAST CORNER OF THE HOUSE, AND 14 FEET NORTH OF THE
 NK0648'YARD FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 NK0648'
 NK0648'THE AZIMUTH MARK IS IN THE APPROXIMATE LOCATION BUT HAS BEEN
 NK0648'MOVED.  THIS MARK SHOULD NOT BE USED FOR AN AZIMUTH.
 NK0648'
 NK0648'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 NK0648'MILES NNE OF PARKERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0700 ***********************************************************************
 NK0700  DESIGNATION -  BROER
 NK0700  PID         -  NK0700
 NK0700  STATE/COUNTY-  IA/HARDIN
 NK0700  USGS QUAD   -  NEW PROVIDENCE (1979)
 NK0700
 NK0700                         *CURRENT SURVEY CONTROL
 NK0700  ___________________________________________________________________
 NK0700* NAD 83(1996)-  42 17 46.06790(N)    093 12 21.05905(W)     ADJUSTED  
 NK0700* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 NK0700  ___________________________________________________________________
 NK0700  LAPLACE CORR-         -14.02  (seconds)                    DEFLEC99
 NK0700  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 NK0700
 NK0700  HORZ ORDER  -  FIRST
 NK0700
 NK0700.The horizontal coordinates were established by classical geodetic methods
 NK0700.and adjusted by the National Geodetic Survey in May 1999..
 NK0700
 NK0700.The orthometric height was scaled from a topographic map.
 NK0700
 NK0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0700
 NK0700.The geoid height was determined by GEOID03.
 NK0700
 NK0700;                    North         East     Units Scale Factor Converg.
 NK0700;SPC IA N     - 1,088,473.180 1,524,256.387   MT  0.99996627   +0 11 57.7
 NK0700;UTM  15      - 4,682,676.561   483,031.281   MT  0.99960354   -0 08 18.7
 NK0700
 NK0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0700!SPC IA N     -   0.99994867  x   0.99996627  =   0.99991494
 NK0700!UTM  15      -   0.99994867  x   0.99960354  =   0.99955223
 NK0700
 NK0700:                Primary Azimuth Mark                     Grid Az
 NK0700:SPC IA N     -  ELDORA HARDIN CO CTHSE TOWER             050 47 33.1
 NK0700:UTM  15      -  ELDORA HARDIN CO CTHSE TOWER             051 07 49.5
 NK0700
 NK0700|---------------------------------------------------------------------|
 NK0700| PID    Reference Object                     Distance      Geod. Az  |
 NK0700|                                                           dddmmss.s |
 NK0700| NK0699 ELDORA HARDIN CO CTHSE TOWER        APPROX.11.3 KM 0505930.8 |
 NK0700| NK0698 ELDORA STANDPIPE                    APPROX.11.2 KM 0510921.3 |
 NK0700| NK0703 HUBBARD EAST BASE                   APPROX.12.6 KM 1970537.1 |
 NK0700| NK0702 ZEARING WATER TANK                  APPROX.16.4 KM 2071533.5 |
 NK0700| NK0719 HUBBARD CHURCH STEEPLE CROSS        APPROX. 7.5 KM 2771038.9 |
 NK0700| NK0718 HUBBARD WATER TANK                  APPROX. 7.5 KM 2782016.1 |
 NK0700|---------------------------------------------------------------------|
 NK0700
 NK0700                          SUPERSEDED SURVEY CONTROL
 NK0700
 NK0700  NAD 83(1996)-  42 17 46.07060(N)    093 12 21.05807(W) AD(       ) 1
 NK0700  NAD 83(1986)-  42 17 46.07048(N)    093 12 21.05688(W) AD(       ) 1
 NK0700  NAD 27      -  42 17 46.12500(N)    093 12 20.32700(W) AD(       ) 1
 NK0700
 NK0700.Superseded values are not recommended for survey control.
 NK0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0700.See file dsdata.txt to determine how the superseded data were derived.
 NK0700
 NK0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG8303182677(NAD 83)
 NK0700_MARKER: DS = TRIANGULATION STATION DISK
 NK0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0700+STABILITY: SURFACE MOTION
 NK0700
 NK0700  HISTORY     - Date     Condition        Report By
 NK0700  HISTORY     - 1926     MONUMENTED       CGS
 NK0700  HISTORY     - 1934     GOOD             IOWAGS
 NK0700  HISTORY     - 1947     GOOD             IA-083
 NK0700
 NK0700                          STATION DESCRIPTION
 NK0700
 NK0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HWH)
 NK0700'ABOUT 1 MILE NORTH AND 1-1/2 MILES WEST OF NEW PROVIDENCE, 3/4
 NK0700'MILE SOUTH AND 4-3/4 MILES EAST OF HUBBARD, NEAR THE SOUTH SIDE
 NK0700'CENTER OF SEC. 32, T. 87 N., R. 20 W., ON LAND OWNED BY MR.
 NK0700'L.H. BROER.  STATION IS 1 FOOT BELOW SURFACE OF GROUND, AND
 NK0700'ABOUT 50 METERS WEST OF FARMHOUSE OCCUPIED BY MR. T. BROER.
 NK0700'
 NK0700'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NK0700'DISKS SET IN CONCRETE.
 NK0700'
 NK0700'REFERENCE MARK NO. 1 IS 4 INCHES ABOVE SURFACE OF GROUND,
 NK0700'INSIDE OF FENCE INTERSECTION, 1 FOOT SOUTH OF EAST-WEST FENCE,
 NK0700'2 FEET EAST OF MAIL BOX SOUTHWEST OF ROAD INTERSECTION, AND
 NK0700'10 YARDS SOUTH OF CENTER OF ROAD.
 NK0700'
 NK0700'REFERENCE MARK NO. 2 IS 4 INCHES ABOVE SURFACE OF GROUND, 1
 NK0700'FOOT NORTH OF FENCE PARALLEL TO ROAD RUNNING NORTH AND SOUTH,
 NK0700'10 YARDS NORTH OF CENTER OF ROAD.
 NK0700'
 NK0700'HEIGHT OF SIGNAL ABOVE STATION MARK - 24.46 METERS.
 NK0700
 NK0700                          STATION RECOVERY (1934)
 NK0700
 NK0700'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 NK0700'ALL OF THE MARKS ARE IN GOOD CONDITION.  DESCRIPTION OF STATION
 NK0700'SHOULD READ, - - - - ON LAND OWNED BY MR. L.H. BROER, ABOUT 200 FEET
 NK0700'EAST OF THE HOUSE, 25 FEET WEST OF THE NORTH-SOUTH FENCE ON THE
 NK0700'CENTER LINE OF SECTION 32.  STATION IS ABOUT 1 FOOT BELOW THE
 NK0700'SURFACE OF THE GROUND. - - - -.
 NK0700'
 NK0700'REFERENCE MARK NO. 1 IS JUST INSIDE THE SOUTHWEST FENCE CORNER OF
 NK0700'A T-ROAD SOUTH FROM COUNTY HIGHWAY J, ABOUT 1 FOOT FROM EITHER
 NK0700'FENCE, 5.5 FEET NORTHEAST OF A POWER LINE POLE, AND 4 INCHES
 NK0700'ABOVE SURFACE OF GROUND.
 NK0700'
 NK0700'REFERENCE MARK NO. 2 IS 88 FEET SOUTHEAST OF THE SOUTHEAST
 NK0700'CORNER OF THE HOUSE, 22 FEET EAST OF A FENCE CORNER, 1 FOOT
 NK0700'NORTH OF THE NORTH FENCE LINE OF COUNTY HIGHWAY J, AND 4
 NK0700'INCHES ABOVE SURFACE OF GROUND.
 NK0700
 NK0700                          STATION RECOVERY (1947)
 NK0700
 NK0700'RECOVERY NOTE BY HARDIN COUNTY IOWA 1947 (RTJ)
 NK0700'REFERENCE MARK 1 WAS REMOVED DUE TO ROAD IMPROVEMENTS.  A NEW
 NK0700'REFERENCE MARK, STAMPED BROER NO 3 RESET 1946 WAS SET 66.03
 NK0700'FEET FARTHER S THAN REFERENCE MARK NO. 1 1926 AND ON LINE WITH IT
 NK0700'AND THE STATION MARK.  IT IS NOW 233.68 FEET S OF THE STATION AND
 NK0700'207.30 FEET SE OF REFERENCE MARK 2.
 NK0700'
 NK0700'REFERENCE MARK 2 IS 224.25 FEET SW OF THE STATION.
 NK0700'
 NK0700'REFERENCE MARK 1, STAMPED BROER NO 1 1926, WAS RECEIVED AT
 NK0700'THIS OFFICE ON NOVEMBER 13, 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0611 ***********************************************************************
 NK0611  CBN         -  This is a Cooperative Base Network Control Station.
 NK0611  DESIGNATION -  BROOK
 NK0611  PID         -  NK0611
 NK0611  STATE/COUNTY-  IA/TAMA
 NK0611  USGS QUAD   -  GLADBROOK (1971)
 NK0611
 NK0611                         *CURRENT SURVEY CONTROL
 NK0611  ___________________________________________________________________
 NK0611* NAD 83(1996)-  42 10 00.41810(N)    092 41 20.72796(W)     ADJUSTED  
 NK0611* NAVD 88     -       317.2    (meters)    1041.     (feet)  GPS OBS   
 NK0611  ___________________________________________________________________
 NK0611  X           -    -222,138.881 (meters)                     COMP
 NK0611  Y           -  -4,729,580.824 (meters)                     COMP
 NK0611  Z           -   4,259,544.472 (meters)                     COMP
 NK0611  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 NK0611  ELLIP HEIGHT-         285.50  (meters)          (06/15/04) GPS OBS
 NK0611  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 NK0611
 NK0611  HORZ ORDER  -  B
 NK0611  ELLP ORDER  -  FOURTH    CLASS I
 NK0611
 NK0611.The horizontal coordinates were established by GPS observations
 NK0611.and adjusted by the National Geodetic Survey in August 1997..
 NK0611
 NK0611.The orthometric height was determined by GPS observations and a
 NK0611.high-resolution geoid model.
 NK0611
 NK0611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0611
 NK0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0611
 NK0611.The ellipsoidal height was determined by GPS observations
 NK0611.and is referenced to NAD 83.
 NK0611
 NK0611.The geoid height was determined by GEOID03.
 NK0611
 NK0611;                    North         East     Units Scale Factor Converg.
 NK0611;SPC IA N     - 1,074,385.123 1,567,006.553   MT  0.99998333   +0 32 58.5
 NK0611;UTM  15      - 4,668,340.973   525,681.402   MT  0.99960811   +0 12 31.4
 NK0611
 NK0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0611!SPC IA N     -   0.99995522  x   0.99998333  =   0.99993856
 NK0611!UTM  15      -   0.99995522  x   0.99960811  =   0.99956335
 NK0611
 NK0611|---------------------------------------------------------------------|
 NK0611| PID    Reference Object                     Distance      Geod. Az  |
 NK0611|                                                           dddmmss.s |
 NK0611| CI5159 BROOK RM 2                           11.353 METERS 08711     |
 NK0611| NK0612 GLADBROOK MUN WATER TANK            APPROX. 3.1 KM 3083316.9 |
 NK0611| CI5158 BROOK RM 1                           18.757 METERS 35550     |
 NK0611|---------------------------------------------------------------------|
 NK0611
 NK0611                          SUPERSEDED SURVEY CONTROL
 NK0611
 NK0611  ELLIP H (08/25/97)  285.53   (m)                       GP(       ) 4 1
 NK0611  NAD 83(1986)-  42 10 00.42106(N)    092 41 20.71802(W) AD(       ) 2
 NK0611  NAD 27      -  42 10 00.46666(N)    092 41 20.00693(W) AD(       ) 2
 NK0611  NGVD 29 (07/19/86)  317.3    (m)         1041.     (f) VERT ANG       
 NK0611
 NK0611.Superseded values are not recommended for survey control.
 NK0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0611.See file dsdata.txt to determine how the superseded data were derived.
 NK0611
 NK0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2568168341(NAD 83)
 NK0611_MARKER: DE = TRAVERSE STATION DISK
 NK0611_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NK0611_STAMPING: ET BROOK 1970
 NK0611_MARK LOGO: USGS  
 NK0611_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NK0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0611+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1996
 NK0611
 NK0611  HISTORY     - Date     Condition        Report By
 NK0611  HISTORY     - 1970     MONUMENTED       USGS
 NK0611  HISTORY     - 19960925 GOOD             IADT
 NK0611
 NK0611                          STATION DESCRIPTION
 NK0611
 NK0611'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0611'THE STATION IS ABOUT 2.1 MI SE. OF GLADBROOK, NEAR THE COR. OF
 NK0611'SECS. 14, 15, 22 AND 23, T. 85 N., R. 16 W., ON A SLIGHT RISE.
 NK0611'
 NK0611'TO REACH THE STATION FROM THE CROSSROADS AND JCT. OF ST. HWY. 96
 NK0611'(COR. OF SECS. 9, 10, 15 AND 16), AT THE SE. COR. OF GLADBROOK GO
 NK0611'E. ON ST. HWY. 96 FOR 1.0 MI TO A CROSSROADS, TURN RIGHT AND GO
 NK0611'S. FOR ABOUT 0.9 MI TO A CROSSROAD AND THE STATION ON THE LEFT.
 NK0611'
 NK0611'THE STATION MARK STAMPED ET BROOK 1970 IS 29 FT S. AND 52 FT
 NK0611'E. CENTER CROSSROADS, 9 FT E. OF TELEPHONE POLE NO. 202/26.  2 FT
 NK0611'N. AND 6 FT E. OF A FENCE COR. S.-E., 2 FT N. OF A USGS WITNESS
 NK0611'POST.
 NK0611'
 NK0611'REFERENCE MARK NO. 1, STAMPED BROOK NO 1 1970 IS NNW. OF THE
 NK0611'STATION, 32 FT N. AND 47 FT E. CENTER CROSSROADS, 3 FT S. AND
 NK0611'1.5 FT E. OF A FENCE COR. N.-E.
 NK0611'
 NK0611'REFERENCE MARK NO. 2, STAMPED BROOK NO 2 1970 IS E. OF THE
 NK0611'STATION, 23 FT S. AND 89 FT E. CENTER CROSSROADS, 2 FT N. OF THE
 NK0611'S. RIGHT-OF-WAY FENCE.
 NK0611'
 NK0611'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0611'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NK0611'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE
 NK0611'GROUND.
 NK0611'
 NK0611'NO AZIMUTH MARK WAS SET.
 NK0611'
 NK0611'REFERENCE AZIMUTH USED - GLADBROOK M.W.T.  POINT OBSERVED IS THE
 NK0611'TOP CENTER OF THE GLADBROOK M.W.T. LOCATED ABOUT 165 FT S. AND
 NK0611'ABOUT 65 FT E. INTERSECTION OF FIFTH STREET AND LINCOLN STREETS
 NK0611'IN THE S. CENTRAL PART OF GLADBROOK.  IT IS A 4 LEGGED STRUCTURE
 NK0611'PAINTED ALUMINUM WITH A RED TANK ROOF.  THE TANK WAS BUILT ABOUT
 NK0611'1920, T. 85 N., R. 16 W., NEAR THE CENTER OF S. HALF OF SEC. 9.
 NK0611'
 NK0611'STANDARD BRACED TRIPOD USED.
 NK0611
 NK0611                          STATION RECOVERY (1996)
 NK0611
 NK0611'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 NK0611'RECOVERED IN 1996 BY THE IOWA DOT IN GOOD CONDITION.  LOCATED NEAR THE
 NK0611'CORNER OF SECTIONS 14, 15, 22, AND 23, T 85 N, R 16 W, IN THE
 NK0611'NORTHWEST 1/4 OF SECTION 23.  TO REACH THE STATION FROM THE
 NK0611'INTERSECTION OF IOWA HWY 96 AND COUNTY ROAD T 47 IN GLADBROOK, GO
 NK0611'SOUTH ON COUNTY ROAD T 47 FOR 1.0 MI (1.6 KM) TO A CROSSROAD (190TH
 NK0611'ST.) .  TURN LEFT AND GO EAST ON 190TH ST.  FOR 1.0 MI (1.6 KM) TO A T
 NK0611'INTERSECTION AND THE STATION, SOUTHEAST OF THE CROSSROADS.  IT IS 2.0
 NK0611'FT (0.6 M) NORTH OF A LINE OF POWER POLES WEST, 6.0 FT (1.8 M) EAST OF
 NK0611'THE EAST R.O.W.  FENCE, AND 0.6 M (2.0 FT) SOUTH OF A PINK STATE HARN
 NK0611'SURVEY SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0477 ***********************************************************************
 MH0477  DESIGNATION -  BROOKLYN MUNICIPAL TANK
 MH0477  PID         -  MH0477
 MH0477  STATE/COUNTY-  IA/POWESHIEK
 MH0477  USGS QUAD   -  BROOKLYN (1968)
 MH0477
 MH0477                         *CURRENT SURVEY CONTROL
 MH0477  ___________________________________________________________________
 MH0477* NAD 83(1996)-  41 44 02.62984(N)    092 26 37.01012(W)     ADJUSTED  
 MH0477* NAVD 88     -                                                        
 MH0477  ___________________________________________________________________
 MH0477  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MH0477  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 MH0477
 MH0477  HORZ ORDER  -  THIRD
 MH0477
 MH0477.The horizontal coordinates were established by classical geodetic methods
 MH0477.and adjusted by the National Geodetic Survey in May 1999..
 MH0477
 MH0477
 MH0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0477
 MH0477.The geoid height was determined by GEOID03.
 MH0477
 MH0477;                    North         East     Units Scale Factor Converg.
 MH0477;SPC IA S     -   193,104.391   587,882.962   MT  0.99999162   +0 41 45.0
 MH0477;UTM  15      - 4,620,399.876   546,270.013   MT  0.99962634   +0 22 13.4
 MH0477
 MH0477                          SUPERSEDED SURVEY CONTROL
 MH0477
 MH0477  NAD 83(1986)-  41 44 02.63758(N)    092 26 37.01624(W) AD(       ) 4
 MH0477  NAD 27      -  41 44 02.64000(N)    092 26 36.35200(W) AD(       ) 3
 MH0477
 MH0477.Superseded values are not recommended for survey control.
 MH0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0477.See file dsdata.txt to determine how the superseded data were derived.
 MH0477
 MH0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4627020400(NAD 83)
 MH0477_MARKER: 51 = TANK
 MH0477_SETTING: 0 = UNSPECIFIED SETTING
 MH0477
 MH0477  HISTORY     - Date     Condition        Report By
 MH0477  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0477  HISTORY     - 1968     GOOD             CGS
 MH0477  HISTORY     - 1976     GOOD             NGS
 MH0477
 MH0477                          STATION DESCRIPTION
 MH0477
 MH0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (AS)
 MH0477'STATION RECOVERED AS DESCRIBED.
 MH0477
 MH0477                          STATION RECOVERY (1976)
 MH0477
 MH0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WFP)
 MH0477'THE STATION WAS RECOVERED AS DESCRIBED IN 1969.  THIS STATION WAS
 MH0477'USED AS A CHECK ANGLE FOR KENT 2 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0479 ***********************************************************************
 MH0479  DESIGNATION -  BROOKLYN NEW MUN TANK
 MH0479  PID         -  MH0479
 MH0479  STATE/COUNTY-  IA/POWESHIEK
 MH0479  USGS QUAD   -  BROOKLYN (1968)
 MH0479
 MH0479                         *CURRENT SURVEY CONTROL
 MH0479  ___________________________________________________________________
 MH0479* NAD 83(1996)-  41 43 53.55676(N)    092 27 02.14047(W)     ADJUSTED  
 MH0479* NAVD 88     -                                                        
 MH0479  ___________________________________________________________________
 MH0479  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 MH0479  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 MH0479
 MH0479  HORZ ORDER  -  THIRD
 MH0479
 MH0479.The horizontal coordinates were established by classical geodetic methods
 MH0479.and adjusted by the National Geodetic Survey in May 1999..
 MH0479
 MH0479
 MH0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0479
 MH0479.The geoid height was determined by GEOID03.
 MH0479
 MH0479;                    North         East     Units Scale Factor Converg.
 MH0479;SPC IA S     -   192,817.459   587,305.632   MT  0.99999121   +0 41 28.5
 MH0479;UTM  15      - 4,620,116.333   545,691.274   MT  0.99962569   +0 21 56.6
 MH0479
 MH0479                          SUPERSEDED SURVEY CONTROL
 MH0479
 MH0479  NAD 83(1986)-  41 43 53.56471(N)    092 27 02.14601(W) AD(       ) 4
 MH0479  NAD 27      -  41 43 53.57485(N)    092 27 01.47795(W) AD(       ) 3
 MH0479
 MH0479.Superseded values are not recommended for survey control.
 MH0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0479.See file dsdata.txt to determine how the superseded data were derived.
 MH0479
 MH0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4569120116(NAD 83)
 MH0479_MARKER: 53 = ELEVATED TANK
 MH0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0479+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2006
 MH0479
 MH0479  HISTORY     - Date     Condition        Report By
 MH0479  HISTORY     - 1969     FIRST OBSERVED   CGS
 MH0479  HISTORY     - 20060529 GOOD             GEOCAC
 MH0479
 MH0479                          STATION DESCRIPTION
 MH0479
 MH0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0479'THE STATION IS THE FINIAL KNOB ATOP THE BROOKLYN, MUNICIPAL WATER
 MH0479'TANK THAT IS LOCATED AT THE INTERSECTION OF ORCHARD ST. AND GREEN
 MH0479'ST. IN THE WESTERN SECTION OF THE CITY OF BROOKLYN.  THE TANK IS
 MH0479'CYLINDRICAL IN SHAPE, SUPPORTED BY FOUR LEGS AND PAINTED ALUMINUM
 MH0479'IN COLOR.  IT IS 120 FEET IN HEIGHT.
 MH0479
 MH0479                          STATION RECOVERY (2006)
 MH0479
 MH0479'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0479'WIDE SHORT CYLINDRICAL TANK WITH ROUNDED TOP AND BOTTOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0253 ***********************************************************************
 NM0253  DESIGNATION -  BROWN
 NM0253  PID         -  NM0253
 NM0253  STATE/COUNTY-  IA/WOODBURY
 NM0253  USGS QUAD   -  SALIX (1976)
 NM0253
 NM0253                         *CURRENT SURVEY CONTROL
 NM0253  ___________________________________________________________________
 NM0253* NAD 83(1996)-  42 17 37.72118(N)    096 18 34.68984(W)     ADJUSTED  
 NM0253* NAVD 88     -       329.154  (meters)    1079.90   (feet)  ADJUSTED  
 NM0253  ___________________________________________________________________
 NM0253  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 NM0253  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 NM0253  DYNAMIC HT  -         329.047 (meters)    1079.55  (feet)  COMP
 NM0253  MODELED GRAV-     980,287.0   (mgal)                       NAVD 88
 NM0253
 NM0253  HORZ ORDER  -  THIRD
 NM0253  VERT ORDER  -  SECOND    CLASS 0
 NM0253
 NM0253.The horizontal coordinates were established by classical geodetic methods
 NM0253.and adjusted by the National Geodetic Survey in May 1999..
 NM0253
 NM0253.The orthometric height was determined by differential leveling
 NM0253.and adjusted by the National Geodetic Survey in June 1991..
 NM0253
 NM0253.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0253
 NM0253.The geoid height was determined by GEOID03.
 NM0253
 NM0253.The dynamic height is computed by dividing the NAVD 88
 NM0253.geopotential number by the normal gravity value computed on the
 NM0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0253.degrees latitude (g = 980.6199 gals.).
 NM0253
 NM0253.The modeled gravity was interpolated from observed gravity values.
 NM0253
 NM0253;                    North         East     Units Scale Factor Converg.
 NM0253;SPC IA N     - 1,092,023.330 1,268,343.811   MT  0.99996653   -1 54 15.2
 NM0253;SPC NE       -   279,676.924   804,171.437   MT  0.99975316   +2 26 44.1
 NM0253;UTM  14      - 4,685,904.023   721,789.475   MT  1.00020528   +1 48 40.2
 NM0253
 NM0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0253!SPC IA N     -   0.99995250  x   0.99996653  =   0.99991903
 NM0253!SPC NE       -   0.99995250  x   0.99975316  =   0.99970567
 NM0253!UTM  14      -   0.99995250  x   1.00020528  =   1.00015777
 NM0253
 NM0253:                Primary Azimuth Mark                     Grid Az
 NM0253:SPC IA N     -  BROWN AZ MK                              004 36 39.4
 NM0253:SPC NE       -  BROWN AZ MK                              000 15 40.1
 NM0253:UTM  14      -  BROWN AZ MK                              000 53 44.0
 NM0253
 NM0253|---------------------------------------------------------------------|
 NM0253| PID    Reference Object                     Distance      Geod. Az  |
 NM0253|                                                           dddmmss.s |
 NM0253| NM0251 BROWN AZ MK                                        0024224.2 |
 NM0253| NM0252 BROWN RM 1                           10.538 METERS 02328     |
 NM0253| NM1679 SALIX MUNICIPAL TANK                APPROX. 2.5 KM 0465437.5 |
 NM0253| NM0254 BROWN RM 2                            8.107 METERS 26407     |
 NM0253|---------------------------------------------------------------------|
 NM0253
 NM0253                          SUPERSEDED SURVEY CONTROL
 NM0253
 NM0253  NAD 83(1996)-  42 17 37.72119(N)    096 18 34.68983(W) AD(       ) 3
 NM0253  NAD 83(1996)-  42 17 37.72118(N)    096 18 34.68987(W) AD(       ) 3
 NM0253  NAD 83(1996)-  42 17 37.72071(N)    096 18 34.69102(W) AD(       ) 3
 NM0253  NAD 83(1986)-  42 17 37.72215(N)    096 18 34.68916(W) AD(       ) 3
 NM0253  NAD 27      -  42 17 37.75100(N)    096 18 33.58600(W) AD(       ) 3
 NM0253  NGVD 29 (??/??/92)  329.000  (m)         1079.39   (f) ADJ UNCH    2 0
 NM0253
 NM0253.Superseded values are not recommended for survey control.
 NM0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0253.See file dsdata.txt to determine how the superseded data were derived.
 NM0253
 NM0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2178985904(NAD 83)
 NM0253_MARKER: DS = TRIANGULATION STATION DISK
 NM0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0253_STAMPING: BROWN 1948
 NM0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0253+STABILITY: SURFACE MOTION
 NM0253
 NM0253  HISTORY     - Date     Condition        Report By
 NM0253  HISTORY     - 1948     MONUMENTED       CGS
 NM0253  HISTORY     - 1948     GOOD             CGS
 NM0253  HISTORY     - 1962     GOOD             CGS
 NM0253
 NM0253                          STATION DESCRIPTION
 NM0253
 NM0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0253'LOCATED ABOUT 2 MILES SOUTHWEST OF SALIX, 1 MILE SOUTHEAST
 NM0253'OF BROWNS LAKE AND AT THE WEST 1/4 CORNER OF SEC. 4, T. 86
 NM0253'N., R 46 N.  IT IS 52 FEET WEST OF THE APPROXIMATE CENTERLINE
 NM0253'OF THE GRAVELED ROAD, 14-1/2 FEET WEST OF A WITNESS POST AND
 NM0253'3 FEET NORTH OF A FENCE LINE.  THE MARK IS 12 INCHES BELOW THE
 NM0253'SURFACE OF THE GROUND AND THE DISC IS STAMPED BROWN 1948.
 NM0253'
 NM0253'REFERENCE MARK NO. 1 IS 34.57 FEET NORTH-NORTHEAST OF THE
 NM0253'STATION, 37 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE
 NM0253'ROAD AND 13 FEET NORTH OF THE NORTH GATE POST AT THE ENTRANCE
 NM0253'TO THE FIELD.  THE MARK PROJECTS 2 INCHES AND THE DISC IS
 NM0253'STAMPED BROWN NO 1 1948.
 NM0253'
 NM0253'REFERENCE MARK NO. 2 IS 26.60 FEET WEST OF THE STATION AND
 NM0253'IN THE EAST-WEST FENCE LINE.  THE MARK PROJECTS 2 INCHES
 NM0253'AND THE DISC IS STAMPED BROWN NO 2 1948.
 NM0253'
 NM0253'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 34 FEET EAST
 NM0253'OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WITNESS POST,
 NM0253'IN THE FENCE LINE NEAR A POWERLINE POLE.  THE MARK PROJECTS
 NM0253'4 INCHES AND THE DISC IS STAMPED BROWN 1948.
 NM0253'
 NM0253'STATION WAS REACHED FROM THE RAILROAD DEPOT IN SALIX BY GOING
 NM0253'SOUTHWESTERLY ON U.S. HIGHWAY 75 FOR 0.6 MILE TO CROSSROADS.
 NM0253'THENCE RIGHT OR WEST ON A DIRT ROAD FOR 1.5 MILES TO A CROSSROADS.
 NM0253'THENCE LEFT OR SOUTH FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 NM0253'LEFT AS DESCRIBED ABOVE.  THENCE CONTINUE SOUTH FOR 0.3 MILE
 NM0253'TO THE STATION SITE AT T-INTERSECTION OF FENCES OPPOSITE
 NM0253'DRIVEWAY TO FARM AND THE STATION ON THE RIGHT AS DESCRIBED
 NM0253'ABOVE.
 NM0253'
 NM0253'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM0253
 NM0253                          STATION RECOVERY (1948)
 NM0253
 NM0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NM0253'2.6 MI W FROM SALIX.
 NM0253'0.6 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0253'FROM THE STATION AT SALIX, THENCE 1.5 MILES WEST ALONG A GRAVEL
 NM0253'ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVEL ROAD, AT A T ROAD,
 NM0253'50.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 10.0 FEET SOUTH OF
 NM0253'THE CENTER LINE OF THE PRIVATE FIELD ROAD LEADING WEST, 13.8 FEET
 NM0253'WEST OF A CORNER FENCE POST, 13.8 FEET WEST OF A REFERENCE POST,
 NM0253'2.5 FEET NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST ABOUT
 NM0253'0.8 FOOT BELOW GROUND LEVEL.
 NM0253
 NM0253                          STATION RECOVERY (1962)
 NM0253
 NM0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 NM0253'THE STATION MARK, REFERENCE MARK 2, AND THE AZIMUTH MARK WERE
 NM0253'RECOVERED AS DESCRIBED IN THE 1948 DESCRIPTION.  REFERENCE
 NM0253'MARK 1 WAS FOUND TO BE LEANING AND OUT OF POSITION ABOUT 6
 NM0253'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0770 ***********************************************************************
 MG0770  DESIGNATION -  BROWN
 MG0770  PID         -  MG0770
 MG0770  STATE/COUNTY-  IA/MUSCATINE
 MG0770  USGS QUAD   -  WILTON (1991)
 MG0770
 MG0770                         *CURRENT SURVEY CONTROL
 MG0770  ___________________________________________________________________
 MG0770* NAD 83(1996)-  41 32 53.90256(N)    091 02 41.71222(W)     ADJUSTED  
 MG0770* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 MG0770  ___________________________________________________________________
 MG0770  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 MG0770  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 MG0770
 MG0770  HORZ ORDER  -  FIRST
 MG0770
 MG0770.The horizontal coordinates were established by classical geodetic methods
 MG0770.and adjusted by the National Geodetic Survey in May 1999..
 MG0770
 MG0770.The orthometric height was scaled from a topographic map.
 MG0770
 MG0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0770
 MG0770.The geoid height was determined by GEOID03.
 MG0770
 MG0770;                    North         East     Units Scale Factor Converg.
 MG0770;SPC IA S     -   174,830.225   704,803.354   MT  0.99996672   +1 37 01.8
 MG0770;UTM  15      - 4,601,472.711   663,058.937   MT  0.99992721   +1 17 49.2
 MG0770
 MG0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0770!SPC IA S     -   0.99997016  x   0.99996672  =   0.99993688
 MG0770!UTM  15      -   0.99997016  x   0.99992721  =   0.99989738
 MG0770
 MG0770:                Primary Azimuth Mark                     Grid Az
 MG0770:SPC IA S     -  WILTON MUNICIPAL TANK                    024 09 37.0
 MG0770:UTM  15      -  WILTON MUNICIPAL TANK                    024 28 49.6
 MG0770
 MG0770|---------------------------------------------------------------------|
 MG0770| PID    Reference Object                     Distance      Geod. Az  |
 MG0770|                                                           dddmmss.s |
 MG0770| MG0771 WILTON MUNICIPAL TANK               APPROX. 5.5 KM 0254638.8 |
 MG0770| MG0762 DURANT MUNICIPAL TANK               APPROX.13.0 KM 0613449.5 |
 MG0770| CL8955 BROWN RM 2                                         2121120.9 |
 MG0770| CL8954 BROWN RM 1                          256.000 METERS 27120     |
 MG0770| MG0778 AERIAL BEACON RED                   APPROX.32.8 KM 3035751.2 |
 MG0770|---------------------------------------------------------------------|
 MG0770
 MG0770                          SUPERSEDED SURVEY CONTROL
 MG0770
 MG0770  NAD 83(1986)-  41 32 53.90265(N)    091 02 41.72140(W) AD(       ) 1
 MG0770  NAD 27      -  41 32 53.80600(N)    091 02 41.17500(W) AD(       ) 1
 MG0770
 MG0770.Superseded values are not recommended for survey control.
 MG0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0770.See file dsdata.txt to determine how the superseded data were derived.
 MG0770
 MG0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG6305901473(NAD 83)
 MG0770_MARKER: DS = TRIANGULATION STATION DISK
 MG0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0770
 MG0770  HISTORY     - Date     Condition        Report By
 MG0770  HISTORY     - 1930     MONUMENTED       CGS
 MG0770  HISTORY     - 1934     GOOD             IOWAGS
 MG0770  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0770
 MG0770                          STATION DESCRIPTION
 MG0770
 MG0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0770'STATION ABOUT 1 MILE W, AND 2-1/2 MILES S OF THE TOWN OF WILTON
 MG0770'JUNCTION WHICH IS ON HIGHWAY 32, IN THE NE 1/4 OF SEC. 23, T 78
 MG0770'N, R 2 W, IN CULTIVATED LAND OWNED BY HENRY BROWN WHO LIVES
 MG0770'0.2 MILE N AND 0.3 MILE E OF THE STATION.  THE SITE IS 1/4
 MG0770'MILE S OF THE SECTION-LINE ROAD, AND 1800 FEET W OF STATE HIGHWAY
 MG0770'38 WHICH IS ON THE SECTION LINE.  THE MARK IS 256 METERS E
 MG0770'OF THE N AND S 1/2-SECTION FENCE LINE, AND 5.42 METERS S OF
 MG0770'THE 1/4-SECTION FENCE AND IS DEPRESSED 12 INCHES.
 MG0770'
 MG0770'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MG0770'DISKS SET IN CONCRETE.
 MG0770'
 MG0770'REFERENCE MARK NO. 1 IS 4 INCHES ABOVE THE SURFACE, AND IS W
 MG0770'OF THE STATION IN THE CORNER FORMED BY THE 1/2 AND THE 1/4-SECTION
 MG0770'FENCE LINES.  IT IS 0.77 METER E OF THE FORMER, AND 0.50
 MG0770'METER S OF THE LATTER.  REFERENCE MARK NO. 2, 5 INCHES ABOVE,
 MG0770'IS IN THE CENTER OF THE SECTION IN THE CORNER FORMED BY THE
 MG0770'1/2-SECTION FENCE LINES.  IT IS 0.86 METER N OF ONE FENCE AND
 MG0770'0.69 METER E OF THE OTHER.
 MG0770'
 MG0770'TO REACH FROM WILTON, FOLLOW HIGHWAY 32 W 1/2 MILE TO ITS
 MG0770'JUNCTION WITH STATE HIGHWAY 38.  GO S ON STATE HIGHWAY 38,
 MG0770'3 MILES TO MR. BROWNS HOUSE.  THE STATION IS 0.35 MILE SW.
 MG0770'
 MG0770'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MG0770
 MG0770                          STATION RECOVERY (1934)
 MG0770
 MG0770'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MG0770'DESCRIPTION VERY CLEAR.  MONUMENT EASILY LOCATED.  AZIMUTH
 MG0770'POINTS IN GOOD LOCATION.  WELL PRESERVED.
 MG0770
 MG0770                          STATION RECOVERY (1998)
 MG0770
 MG0770'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0251 ***********************************************************************
 NM0251  DESIGNATION -  BROWN AZ MK
 NM0251  PID         -  NM0251
 NM0251  STATE/COUNTY-  IA/WOODBURY
 NM0251  USGS QUAD   -  SALIX (1976)
 NM0251
 NM0251                         *CURRENT SURVEY CONTROL
 NM0251  ___________________________________________________________________
 NM0251* NAD 83(1986)-  42 17 53.     (N)    096 18 33.     (W)     SCALED    
 NM0251* NAVD 88     -       330.903  (meters)    1085.64   (feet)  ADJUSTED  
 NM0251  ___________________________________________________________________
 NM0251  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 NM0251  DYNAMIC HT  -         330.796 (meters)    1085.29  (feet)  COMP
 NM0251  MODELED GRAV-     980,287.5   (mgal)                       NAVD 88
 NM0251
 NM0251  VERT ORDER  -  SECOND    CLASS 0
 NM0251
 NM0251.The horizontal coordinates were scaled from a topographic map and have
 NM0251.an estimated accuracy of +/- 6 seconds.
 NM0251
 NM0251.The orthometric height was determined by differential leveling
 NM0251.and adjusted by the National Geodetic Survey in June 1991..
 NM0251
 NM0251.The geoid height was determined by GEOID03.
 NM0251
 NM0251.The dynamic height is computed by dividing the NAVD 88
 NM0251.geopotential number by the normal gravity value computed on the
 NM0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0251.degrees latitude (g = 980.6199 gals.).
 NM0251
 NM0251.The modeled gravity was interpolated from observed gravity values.
 NM0251
 NM0251;                    North         East    Units  Estimated Accuracy
 NM0251;SPC IA N     - 1,092,490.    1,268,400.      MT  (+/- 180 meters Scaled)
 NM0251
 NM0251                          SUPERSEDED SURVEY CONTROL
 NM0251
 NM0251  NGVD 29 (??/??/92)  330.750  (m)         1085.14   (f) ADJ UNCH    2 0
 NM0251
 NM0251.Superseded values are not recommended for survey control.
 NM0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0251.See file dsdata.txt to determine how the superseded data were derived.
 NM0251
 NM0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM218863(NAD 83)
 NM0251_MARKER: DB = BENCH MARK DISK
 NM0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0251_STAMPING: BROWN 1948
 NM0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0251+STABILITY: SURFACE MOTION
 NM0251
 NM0251  HISTORY     - Date     Condition        Report By
 NM0251  HISTORY     - 1948     MONUMENTED       CGS
 NM0251
 NM0251                          STATION DESCRIPTION
 NM0251
 NM0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0251'2.3 MI W FROM SALIX.
 NM0251'0.6 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0251'FROM THE STATION AT SALIX, THENCE 1.5 MILES WEST ALONG A GRAVEL
 NM0251'ROAD, THENCE 0.2 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT 175.0
 NM0251'FEET NORTH OF A PRIVATE ROAD LEADING EAST TO A FARMHOUSE, 34.0
 NM0251'FEET EAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A FENCE,
 NM0251'1.9 FEET SOUTH OF A POWER LINE POLE, 3.5 FEET SOUTH OF A REFERENCE
 NM0251'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 NM0251'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0252 ***********************************************************************
 NM0252  DESIGNATION -  BROWN RM 1
 NM0252  PID         -  NM0252
 NM0252  STATE/COUNTY-  IA/WOODBURY
 NM0252  USGS QUAD   -  SALIX (1976)
 NM0252
 NM0252                         *CURRENT SURVEY CONTROL
 NM0252  ___________________________________________________________________
 NM0252* NAD 83(1986)-  42 17 37.     (N)    096 18 34.     (W)     SCALED    
 NM0252* NAVD 88     -       329.468  (meters)    1080.93   (feet)  ADJUSTED  
 NM0252  ___________________________________________________________________
 NM0252  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 NM0252  DYNAMIC HT  -         329.361 (meters)    1080.58  (feet)  COMP
 NM0252  MODELED GRAV-     980,287.0   (mgal)                       NAVD 88
 NM0252
 NM0252  VERT ORDER  -  SECOND    CLASS 0
 NM0252
 NM0252.The horizontal coordinates were scaled from a topographic map and have
 NM0252.an estimated accuracy of +/- 6 seconds.
 NM0252
 NM0252.The orthometric height was determined by differential leveling
 NM0252.and adjusted by the National Geodetic Survey in June 1991..
 NM0252
 NM0252.The geoid height was determined by GEOID03.
 NM0252
 NM0252.The dynamic height is computed by dividing the NAVD 88
 NM0252.geopotential number by the normal gravity value computed on the
 NM0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0252.degrees latitude (g = 980.6199 gals.).
 NM0252
 NM0252.The modeled gravity was interpolated from observed gravity values.
 NM0252
 NM0252;                    North         East    Units  Estimated Accuracy
 NM0252;SPC IA N     - 1,092,000.    1,268,360.      MT  (+/- 180 meters Scaled)
 NM0252
 NM0252                          SUPERSEDED SURVEY CONTROL
 NM0252
 NM0252  NGVD 29 (??/??/92)  329.314  (m)         1080.42   (f) ADJ UNCH    2 0
 NM0252
 NM0252.Superseded values are not recommended for survey control.
 NM0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0252.See file dsdata.txt to determine how the superseded data were derived.
 NM0252
 NM0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM218858(NAD 83)
 NM0252_MARKER: DR = REFERENCE MARK DISK
 NM0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0252_STAMPING: BROWN NO 1 1948
 NM0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0252+STABILITY: SURFACE MOTION
 NM0252
 NM0252  HISTORY     - Date     Condition        Report By
 NM0252  HISTORY     - 1948     MONUMENTED       CGS
 NM0252
 NM0252                          STATION DESCRIPTION
 NM0252
 NM0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0252'2.6 MI W FROM SALIX.
 NM0252'0.6 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0252'FROM THE STATION AT SALIX, THENCE 1.5 MILES WEST ALONG A GRAVEL
 NM0252'ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVEL ROAD, AT A T ROAD,
 NM0252'36.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 23.0 FEET NORTH OF
 NM0252'THE CENTER LINE OF THE PRIVATE ROAD LEADING WEST, 34.7 FEET
 NM0252'NORTH-NORTHEAST OF TRIANGULATION STATION BROWN, SET IN THE TOP
 NM0252'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND AND IN
 NM0252'LINE WITH THE WEST RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0254 ***********************************************************************
 NM0254  DESIGNATION -  BROWN RM 2
 NM0254  PID         -  NM0254
 NM0254  STATE/COUNTY-  IA/WOODBURY
 NM0254  USGS QUAD   -  SALIX (1976)
 NM0254
 NM0254                         *CURRENT SURVEY CONTROL
 NM0254  ___________________________________________________________________
 NM0254* NAD 83(1986)-  42 17 37.     (N)    096 18 34.     (W)     SCALED    
 NM0254* NAVD 88     -       329.612  (meters)    1081.40   (feet)  ADJUSTED  
 NM0254  ___________________________________________________________________
 NM0254  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 NM0254  DYNAMIC HT  -         329.505 (meters)    1081.05  (feet)  COMP
 NM0254  MODELED GRAV-     980,287.0   (mgal)                       NAVD 88
 NM0254
 NM0254  VERT ORDER  -  SECOND    CLASS 0
 NM0254
 NM0254.The horizontal coordinates were scaled from a topographic map and have
 NM0254.an estimated accuracy of +/- 6 seconds.
 NM0254
 NM0254.The orthometric height was determined by differential leveling
 NM0254.and adjusted by the National Geodetic Survey in June 1991..
 NM0254
 NM0254.The geoid height was determined by GEOID03.
 NM0254
 NM0254.The dynamic height is computed by dividing the NAVD 88
 NM0254.geopotential number by the normal gravity value computed on the
 NM0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0254.degrees latitude (g = 980.6199 gals.).
 NM0254
 NM0254.The modeled gravity was interpolated from observed gravity values.
 NM0254
 NM0254;                    North         East    Units  Estimated Accuracy
 NM0254;SPC IA N     - 1,092,000.    1,268,360.      MT  (+/- 180 meters Scaled)
 NM0254
 NM0254                          SUPERSEDED SURVEY CONTROL
 NM0254
 NM0254  NGVD 29 (??/??/92)  329.459  (m)         1080.90   (f) ADJ UNCH    2 0
 NM0254
 NM0254.Superseded values are not recommended for survey control.
 NM0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0254.See file dsdata.txt to determine how the superseded data were derived.
 NM0254
 NM0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM218858(NAD 83)
 NM0254_MARKER: DR = REFERENCE MARK DISK
 NM0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0254_STAMPING: BROWN NO 2 1948
 NM0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0254+STABILITY: SURFACE MOTION
 NM0254
 NM0254  HISTORY     - Date     Condition        Report By
 NM0254  HISTORY     - 1948     MONUMENTED       CGS
 NM0254
 NM0254                          STATION DESCRIPTION
 NM0254
 NM0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0254'2.6 MI W FROM SALIX.
 NM0254'0.6 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0254'FROM THE STATION AT SALIX, THENCE 1.5 MILES WEST ALONG A GRAVEL
 NM0254'ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVEL ROAD, AT A T ROAD,
 NM0254'76.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 14.0 FEET SOUTH
 NM0254'OF THE CENTER LINE OF THE PRIVATE ROAD LEADING WEST, 26.0 FEET
 NM0254'WEST OF TRIANGULATION STATION BROWN, SET IN THE TOP OF A CONCRETE
 NM0254'POST PROJECTING 0.4 FOOT ABOVE THE GROUND AND IN A EAST-WEST
 NM0254'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2419 ***********************************************************************
 AB2419  DESIGNATION -  BRUA RESET
 AB2419  PID         -  AB2419
 AB2419  STATE/COUNTY-  IA/WORTH
 AB2419  USGS QUAD   -  BRISTOL (1972)
 AB2419
 AB2419                         *CURRENT SURVEY CONTROL
 AB2419  ___________________________________________________________________
 AB2419* NAD 83(1996)-  43 28 08.55603(N)    093 28 06.76128(W)     ADJUSTED  
 AB2419* NAVD 88     -       412.5    (meters)    1353.     (feet)  GPS OBS   
 AB2419  ___________________________________________________________________
 AB2419  X           -    -280,513.084 (meters)                     COMP
 AB2419  Y           -  -4,628,043.800 (meters)                     COMP
 AB2419  Z           -   4,365,729.859 (meters)                     COMP
 AB2419  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 AB2419  ELLIP HEIGHT-         383.09  (meters)          (05/06/99) GPS OBS
 AB2419  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 AB2419
 AB2419  HORZ ORDER  -  SECOND
 AB2419  ELLP ORDER  -  FOURTH    CLASS I
 AB2419
 AB2419.The horizontal coordinates were established by GPS observations
 AB2419.and adjusted by the National Geodetic Survey in May 1999..
 AB2419
 AB2419.The orthometric height was determined by GPS observations and a
 AB2419.high-resolution geoid model.
 AB2419
 AB2419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2419
 AB2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2419
 AB2419.The ellipsoidal height was determined by GPS observations
 AB2419.and is referenced to NAD 83.
 AB2419
 AB2419.The geoid height was determined by GEOID03.
 AB2419
 AB2419;                    North         East     Units Scale Factor Converg.
 AB2419;SPC IA N     - 1,218,727.002 1,502,545.402   MT  1.00004326   +0 01 16.7
 AB2419;UTM  15      - 4,813,010.013   462,101.440   MT  0.99961767   -0 19 20.4
 AB2419
 AB2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2419!SPC IA N     -   0.99993993  x   1.00004326  =   0.99998319
 AB2419!UTM  15      -   0.99993993  x   0.99961767  =   0.99955762
 AB2419
 AB2419                          SUPERSEDED SURVEY CONTROL
 AB2419
 AB2419  NAD 83(1996)-  43 28 08.55603(N)    093 28 06.76128(W) AD(       ) 2
 AB2419  NAD 83(1986)-  43 28 08.54261(N)    093 28 06.75372(W) AD(       ) 2
 AB2419
 AB2419.Superseded values are not recommended for survey control.
 AB2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2419.See file dsdata.txt to determine how the superseded data were derived.
 AB2419
 AB2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6210113010(NAD 83)
 AB2419_MARKER: DS = TRIANGULATION STATION DISK
 AB2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2419_STAMPING: BRUA RESET
 AB2419_MARK LOGO: MNDT  
 AB2419_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2419+STABILITY: SURFACE MOTION
 AB2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2419+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB2419
 AB2419  HISTORY     - Date     Condition        Report By
 AB2419  HISTORY     - 1992     MONUMENTED       MNDT
 AB2419
 AB2419                          STATION DESCRIPTION
 AB2419
 AB2419'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH)
 AB2419'THE STATION WAS FOUND WITH THE TOP BROKEN OFF.  RM 3 AND RM 4 WERE
 AB2419'RECOVERED IN GOOD CONDITION.  A NEW SURFACE MARK WAS SET FROM THE
 AB2419'UNDERGROUND AND THE DISTANCES TO THE REFERENCE MARKS CHECKED.  THE
 AB2419'MARK IS A MNDT HORIZONTAL CONTRL DISK STAMPED BRUA 1926 1992.  THE
 AB2419'STATION IS LOCATED 47.4 FT (14.4 M) WEST OF A WIT POST, 122.05 FT
 AB2419'(37.20 M) SW OF RM 3, AND 121.35 FT (36.99 M) WEST OF RM 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0520 ***********************************************************************
 NK0520  DESIGNATION -  BUCHANAN
 NK0520  PID         -  NK0520
 NK0520  STATE/COUNTY-  IA/BUCHANAN
 NK0520  USGS QUAD   -  JESUP (1971)
 NK0520
 NK0520                         *CURRENT SURVEY CONTROL
 NK0520  ___________________________________________________________________
 NK0520* NAD 83(1996)-  42 26 31.28609(N)    092 02 29.20069(W)     ADJUSTED  
 NK0520* NAVD 88     -       303.1    (meters)     994.     (feet)  VERTCON   
 NK0520  ___________________________________________________________________
 NK0520  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 NK0520  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 NK0520
 NK0520  HORZ ORDER  -  FIRST
 NK0520
 NK0520.The horizontal coordinates were established by classical geodetic methods
 NK0520.and adjusted by the National Geodetic Survey in May 1999..
 NK0520
 NK0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0520
 NK0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0520
 NK0520.The geoid height was determined by GEOID03.
 NK0520
 NK0520;                    North         East     Units Scale Factor Converg.
 NK0520;SPC IA N     - 1,105,671.415 1,619,990.924   MT  0.99995308   +0 59 18.7
 NK0520;UTM  15      - 4,699,300.574   578,833.843   MT  0.99967646   +0 38 48.9
 NK0520
 NK0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0520!SPC IA N     -   0.99995730  x   0.99995308  =   0.99991039
 NK0520!UTM  15      -   0.99995730  x   0.99967646  =   0.99963378
 NK0520
 NK0520|---------------------------------------------------------------------|
 NK0520| PID    Reference Object                     Distance      Geod. Az  |
 NK0520|                                                           dddmmss.s |
 NK0520| CI5167 BUCHANAN RM 1                       100.715 METERS 05042     |
 NK0520| NJ0783 INDEPENDENCE ST JOHNS T SPIRE       APPROX.12.8 KM 0755546.8 |
 NK0520| NJ0782 INDEPENDENCE MUNICIPAL TANK         APPROX.13.0 KM 0760502.3 |
 NK0520| NJ0784 INDEPENDENCE ST HOSP SHORT STK      APPROX. 9.6 KM 0795826.9 |
 NK0520| NJ0785 INDEPENDENCE ST HOSP TALL STK       APPROX. 9.6 KM 0800907.2 |
 NK0520| NJ0766 WINTHROP MUNICIPAL TANK             APPROX.25.6 KM 0812512.5 |
 NK0520| CI5166 BUCHANAN AZ MK                                     0870127.6 |
 NK0520| NK0519 JESUP MUNICIPAL TANK                APPROX. 4.2 KM 3360009.3 |
 NK0520| CI5168 BUCHANAN RM 2                        66.078 METERS 34629     |
 NK0520| NK0525 REBAR 1222                          APPROX. 1.7 KM 3595116.6 |
 NK0520|---------------------------------------------------------------------|
 NK0520
 NK0520                          SUPERSEDED SURVEY CONTROL
 NK0520
 NK0520  NAD 83(1996)-  42 26 31.28379(N)    092 02 29.20046(W) AD(       ) 1
 NK0520  NAD 83(1986)-  42 26 31.28004(N)    092 02 29.19938(W) AD(       ) 1
 NK0520  NAD 27      -  42 26 31.32400(N)    092 02 28.56200(W) AD(       ) 1
 NK0520  NGVD 29 (07/19/86)  303.1    (m)          994.     (f) VERT ANG       
 NK0520
 NK0520.Superseded values are not recommended for survey control.
 NK0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0520.See file dsdata.txt to determine how the superseded data were derived.
 NK0520
 NK0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7883499301(NAD 83)
 NK0520_MARKER: DS = TRIANGULATION STATION DISK
 NK0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0520_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0520_STAMPING: BUCHANAN 1934
 NK0520_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NK0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0520+STABILITY: SURFACE MOTION
 NK0520
 NK0520  HISTORY     - Date     Condition        Report By
 NK0520  HISTORY     - 1934     MONUMENTED       CGS
 NK0520  HISTORY     - 1957     GOOD             CGS
 NK0520  HISTORY     - 1970     GOOD             NGS
 NK0520  HISTORY     - 19940511 GOOD             USGS
 NK0520
 NK0520                          STATION DESCRIPTION
 NK0520
 NK0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0520'STATION IS ABOUT 8 MILES WSW OF INDEPENDENCE, ABOUT 2-1/2
 NK0520'MILES SE OF JESSUP, IN NW 1/4 SEC. 17, T 88 N, R 10 W, ON
 NK0520'LAND OWNED BY THE PRUDENTIAL LIFE INSURANCE COMPANY OF AMERICA,
 NK0520'AND FARMED BY F.H. BROWN.  THE MARK IS SET IN THE BARNYARD
 NK0520'66 FEET SE OF THE SE CORNER OF THE HOUSE, 57 FEET N OF THE
 NK0520'NW CORNER OF A LARGE UNPAINTED BARN, 190 FEET S OF THE CENTER
 NK0520'OF E-W ROAD, 63 FEET E OF THE E EDGE OF WELL CURB AND IS
 NK0520'FLUSH WITH THE SURFACE OF THE GROUND.
 NK0520'
 NK0520'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0520'BRONZE DISKS SET IN CONCRETE.
 NK0520'
 NK0520'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE N EDGE OF
 NK0520'THE RIGHT-OF-WAY OF ROAD, 2-1/2 FEET S OF THE FENCE LINE,
 NK0520'28 FEET N OF THE CENTER OF THE ROAD, AND PROJECTS 12 INCHES.
 NK0520'
 NK0520'REFERENCE MARK NO. 2 IS NNW OF THE STATION ON THE N EDGE
 NK0520'OF THE RIGHT-OF-WAY, 1 FOOT S OF FENCE LINE, 26 FEET N OF
 NK0520'THE CENTER OF THE ROAD, AND PROJECTS 4 INCHES.
 NK0520'
 NK0520'AZIMUTH MARK IS E OF THE STATION ON THE N EDGE OF THE RIGHT-OF-WAY
 NK0520'OF E-W ROAD, 1 FOOT S OF FENCE LINE, 223 FEET W OF THE CENTER
 NK0520'OF ROAD INTERSECTION, 30 FEET N OF THE CENTER OF E-W ROAD,
 NK0520'AND PROJECTS 7 INCHES.
 NK0520'
 NK0520'TO REACH FROM VINTON, GO N OF STATE HIGHWAY 101, AND COUNTY
 NK0520'ROUTE Q TO THE TOWN OF BRANDON.  CONTINUE N ON ROUTE Q FOR
 NK0520'9.2 MILES TO CROSSROADS.  TURN W AND GO 2.2 MILES TO THE
 NK0520'STATION ON THE S OF THE ROAD.
 NK0520'
 NK0520'ALL LIGHTS CAME INTO VIEW AT 45 FEET.
 NK0520
 NK0520                          STATION RECOVERY (1957)
 NK0520
 NK0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 NK0520'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NK0520'IN GOOD CONDITION.  THE STATION AND THE UNDERGROUND STATION
 NK0520'MARKS WERE LOWERED ABOUT 18 INCHES AT THE REQUEST OF MR.
 NK0520'BERNARD R. BECKER WHO OCCUPIES THE FARM.  THERE ARE CHANGES
 NK0520'IN THE FARM BUILDINGS, SO A COMPLETE DESCRIPTION FOLLOWS.
 NK0520'
 NK0520'STATION IS LOCATED ABOUT 8 MILES WEST-SOUTHWEST OF INDEPENDENCE
 NK0520'AND 2 AND 1/2 MILES SOUTHEAST OF JESUP IN THE NW 1/4 OF SEC.
 NK0520'17, T. 88 N., R. 10 W. ON LAND OWNED BY T.M. BECKER AND
 NK0520'OCCUPIED BY HIS SON, BERNARD R. BECKER.  THE MARK IS SET IN
 NK0520'THE FARMYARD ABOUT 175 FEET SOUTH ON AN EAST-WEST GRAVEL
 NK0520'ROAD, 79.5 FEET EAST OF THE NORTHEAST CORNER OF A DOUBLE
 NK0520'GARAGE, 70 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE,
 NK0520'36 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A NEW
 NK0520'BARN, AND 24 FEET EAST OF THE CENTER OF A GRAVEL DRIVEWAY.
 NK0520'THE SURFACE MARK IS 8 INCHES BELOW GROUND LEVEL AND THE DISK
 NK0520'IS STAMPED BUCHANAN 1934.
 NK0520'
 NK0520'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 33 FEET
 NK0520'EAST OF A FENCE T-INTERSECTION, 31 FEET NORTH OF THE CENTER
 NK0520'OF GRAVEL ROAD, 6 FEET WEST OF A TELEPHONE POLE, AND 2 FEET
 NK0520'SOUTH OF FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK
 NK0520'IS STAMPED BUCHANAN NO 1 1934.
 NK0520'
 NK0520'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, 32
 NK0520'FEET NORTH OF THE CENTER OF GRAVEL ROAD, 24 FEET EAST OF
 NK0520'A TELEPHONE POLE, 21 FEET NORTH OF A MAILBOX, AND 1 FOOT
 NK0520'SOUTH OF FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 NK0520'IS STAMPED BUCHANAN NO 2 1934.
 NK0520'
 NK0520'AZIMUTH MARK IS 0.75 MILE EAST OF THE STATION, ABOUT 75
 NK0520'YARDS WEST OF CROSSROADS, 31 FEET NORTH OF THE CENTER OF
 NK0520'GRAVEL ROAD, 10 FEET EAST OF THE 2ND TELEPHONE POLE WEST
 NK0520'OF CROSSROADS, AND 2.5 FEET SOUTH OF FENCE.  THE MARK PROJECTS
 NK0520'6 INCHES AND THE DISK IS STAMPED BUCHANAN 1934 AZIMUTH.
 NK0520'
 NK0520'NOTE--AZIMUTH MARK WAS NOT VISIBLE FROM THE GROUND AT THE
 NK0520'STATION BECAUSE OF A CORNFIELD AT THIS TIME.  BUT THE JESUP,
 NK0520'MUNICIPAL WATER TANK IS VISIBLE FROM THE GROUND AND COULD
 NK0520'BE USED AS A NATURAL AZIMUTH.
 NK0520'
 NK0520'TO REACH THE STATION FROM THE RAILROAD CROSSING ON THE MAIN
 NK0520'STREET IN JESUP, GO SOUTH FOR 0.4 MILE TO U.S. HIGHWAY 20.
 NK0520'TURN LEFT AND GO EAST ON U.S. HIGHWAY 20 FOR 0.35 MILE TO
 NK0520'A ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR
 NK0520'1.75 MILES TO CROSSROADS.  TURN LEFT AND GO EAST ON GRAVEL
 NK0520'ROAD FOR 0.7 MILE TO THE BECKER FARMHOUSE ON THE RIGHT AND
 NK0520'THE STATION AS DESCRIBED.
 NK0520'
 NK0520'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL
 NK0520'ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT JUST
 NK0520'BEFORE REACHING CROSSROADS.
 NK0520
 NK0520                          STATION RECOVERY (1970)
 NK0520
 NK0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JSA)
 NK0520'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 NK0520'AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 NK0520'REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE NOT VISIBLE FROM
 NK0520'STATION BECAUSE OF TREES.
 NK0520'
 NK0520'DISTANCE TO REFERENCE MARK NO. 2 MISSED 0.08 FT.
 NK0520'
 NK0520'DIRECTION TO REFERENCE MARK NO. 2 MISSED -50.73 SECONDS.
 NK0520'
 NK0520'THE OLD DESCRIPTION IS ADEQUATE.
 NK0520'
 NK0520'STANDARD BRACED TRIPOD USED.
 NK0520
 NK0520                          STATION RECOVERY (1994)
 NK0520
 NK0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (KRL)
 NK0520'STATION FOUND IN GOOD CONDITION.  USE 1957 DIRECTIONS - DISK IS 8 SEC
 NK0520'UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0841 ***********************************************************************
 MG0841  DESIGNATION -  BUCHANAN
 MG0841  PID         -  MG0841
 MG0841  STATE/COUNTY-  IA/JEFFERSON
 MG0841  USGS QUAD   -  SALINA (1980)
 MG0841
 MG0841                         *CURRENT SURVEY CONTROL
 MG0841  ___________________________________________________________________
 MG0841* NAD 83(1996)-  41 00 32.70759(N)    091 50 51.18798(W)     ADJUSTED  
 MG0841* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 MG0841  ___________________________________________________________________
 MG0841  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 MG0841  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MG0841
 MG0841  HORZ ORDER  -  SECOND
 MG0841
 MG0841.The horizontal coordinates were established by classical geodetic methods
 MG0841.and adjusted by the National Geodetic Survey in May 1999..
 MG0841
 MG0841.The orthometric height was scaled from a topographic map.
 MG0841
 MG0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0841
 MG0841.The geoid height was determined by GEOID03.
 MG0841
 MG0841;                    North         East     Units Scale Factor Converg.
 MG0841;SPC IA S     -   113,377.403   638,995.144   MT  0.99995395   +1 05 18.5
 MG0841;UTM  15      - 4,540,405.209   596,910.234   MT  0.99971559   +0 45 22.6
 MG0841
 MG0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0841!SPC IA S     -   0.99996814  x   0.99995395  =   0.99992210
 MG0841!UTM  15      -   0.99996814  x   0.99971559  =   0.99968374
 MG0841
 MG0841:                Primary Azimuth Mark                     Grid Az
 MG0841:SPC IA S     -  BUCHANAN AZ MK                           158 55 15.2
 MG0841:UTM  15      -  BUCHANAN AZ MK                           159 15 11.1
 MG0841
 MG0841|---------------------------------------------------------------------|
 MG0841| PID    Reference Object                     Distance      Geod. Az  |
 MG0841|                                                           dddmmss.s |
 MG0841| CL8964 BUCHANAN AZ MK                                     1600033.7 |
 MG0841| CL8965 BUCHANAN RM 1                        23.145 METERS 21854     |
 MG0841| CL8966 BUCHANAN RM 2                        24.402 METERS 31636     |
 MG0841|---------------------------------------------------------------------|
 MG0841
 MG0841                          SUPERSEDED SURVEY CONTROL
 MG0841
 MG0841  NAD 83(1986)-  41 00 32.71602(N)    091 50 51.20154(W) AD(       ) 2
 MG0841  NAD 27      -  41 00 32.63840(N)    091 50 50.59200(W) AD(       ) 2
 MG0841
 MG0841.Superseded values are not recommended for survey control.
 MG0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0841.See file dsdata.txt to determine how the superseded data were derived.
 MG0841
 MG0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF9691040405(NAD 83)
 MG0841_MARKER: DS = TRIANGULATION STATION DISK
 MG0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0841
 MG0841  HISTORY     - Date     Condition        Report By
 MG0841  HISTORY     - 1955     MONUMENTED       CGS
 MG0841
 MG0841                          STATION DESCRIPTION
 MG0841
 MG0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 MG0841'THE STATION IS LOCATED NEAR THE EAST EDGE OF THE GROUNDS
 MG0841'OF THE BUCHANAN SCHOOL ABOUT 1/2 MILE NORTH OF U.S. HIGHWAY 34,
 MG0841'6 MILES AIRLINE EAST OF FAIRFIELD, AND 6 MILES AIRLINE WEST OF
 MG0841'LOCKRIDGE.
 MG0841'
 MG0841'TO REACH THE STATION FROM THE POST OFFICE IN LOCKRIDGE GO
 MG0841'WEST ON U.S. HIGHWAY 34 FOR 5.0 MILES TO THE FARMHOUSE OF J.A.
 MG0841'PARSONS AND THE AZIMUTH MARK ON THE LEFT.  KEEP STRAIGHT
 MG0841'AHEAD ON THE HIGHWAY AND GO 0.15 MILE TO A SIDE ROAD ON
 MG0841'THE RIGHT.  TURN RIGHT AND GO NORTH 0.5 MILE TO THE BUCHANAN
 MG0841'SCHOOL AND THE STATION ON THE LEFT.
 MG0841'
 MG0841'THE STATION MARK IS A STANDARD DISK STAMPED BUCHANAN 1955 SET
 MG0841'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 MG0841'THE GROUND.  IT IS 87 FEET SOUTH OF THE CENTERLINE OF AN
 MG0841'EAST-WEST ROAD, 36 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 MG0841'ROAD, 12 FEET WEST OF A WITNESS POST, AND ABOUT 50 YARDS EAST
 MG0841'OF THE BUCHANAN SCHOOL.
 MG0841'
 MG0841'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BUCHANAN
 MG0841'NO 1 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 MG0841'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 63 FEET
 MG0841'WEST OF A FENCE CORNER AND 1 FOOT LOWER THAN THE STATION.
 MG0841'
 MG0841'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BUCHANAN
 MG0841'NO 2 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 MG0841'THAT IS FLUSH WITH THE GROUND.  IT IS 33 FEET SOUTH OF THE
 MG0841'CENTERLINE OF AN EAST-WEST ROAD AND THE SAME ELEVATION AS
 MG0841'THE STATION.
 MG0841'
 MG0841'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUCHANAN 1955 SET
 MG0841'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS FLUSH WITH
 MG0841'THE GROUND.  IT IS 73 FEET SOUTH OF THE CENTERLINE OF U.S.
 MG0841'HIGHWAY 34, 54.5 FEET EAST OF THE NORTHEAST CORNER OF THE
 MG0841'J.A. PARSONS FARMHOUSE, AND 17 FEET EAST OF THE CENTERLINE OF THE
 MG0841'DRIVEWAY INTO THE FARM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0569 ***********************************************************************
 NK0569  DESIGNATION -  BUCK
 NK0569  PID         -  NK0569
 NK0569  STATE/COUNTY-  IA/TAMA
 NK0569  USGS QUAD   -  TRAER (1971)
 NK0569
 NK0569                         *CURRENT SURVEY CONTROL
 NK0569  ___________________________________________________________________
 NK0569* NAD 83(1996)-  42 14 45.64233(N)    092 28 31.90713(W)     ADJUSTED  
 NK0569* NAVD 88     -       303.0    (meters)     994.     (feet)  VERTCON   
 NK0569  ___________________________________________________________________
 NK0569  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 NK0569  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 NK0569
 NK0569  HORZ ORDER  -  SECOND
 NK0569
 NK0569.The horizontal coordinates were established by classical geodetic methods
 NK0569.and adjusted by the National Geodetic Survey in May 1999..
 NK0569
 NK0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0569
 NK0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0569
 NK0569.The geoid height was determined by GEOID03.
 NK0569
 NK0569;                    North         East     Units Scale Factor Converg.
 NK0569;SPC IA N     - 1,083,376.378 1,584,546.013   MT  0.99997228   +0 41 39.6
 NK0569;UTM  15      - 4,677,224.357   543,267.733   MT  0.99962303   +0 21 09.4
 NK0569
 NK0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0569!SPC IA N     -   0.99995742  x   0.99997228  =   0.99992970
 NK0569!UTM  15      -   0.99995742  x   0.99962303  =   0.99958047
 NK0569
 NK0569:                Primary Azimuth Mark                     Grid Az
 NK0569:SPC IA N     -  TRAER MUN WATER TANK                     170 10 24.7
 NK0569:UTM  15      -  TRAER MUN WATER TANK                     170 30 54.9
 NK0569
 NK0569|---------------------------------------------------------------------|
 NK0569| PID    Reference Object                     Distance      Geod. Az  |
 NK0569|                                                           dddmmss.s |
 NK0569| NK0568 TRAER MUN WATER TANK                APPROX. 6.5 KM 1705204.3 |
 NK0569| CI5170 BUCK RM 2                             9.686 METERS 18031     |
 NK0569| CI5169 BUCK RM 1                            11.232 METERS 35918     |
 NK0569|---------------------------------------------------------------------|
 NK0569
 NK0569                          SUPERSEDED SURVEY CONTROL
 NK0569
 NK0569  NAD 83(1986)-  42 14 45.64126(N)    092 28 31.90166(W) AD(       ) 2
 NK0569  NAD 27      -  42 14 45.68215(N)    092 28 31.21268(W) AD(       ) 2
 NK0569  NGVD 29 (07/19/86)  303.0    (m)          994.     (f) VERT ANG       
 NK0569
 NK0569.Superseded values are not recommended for survey control.
 NK0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0569.See file dsdata.txt to determine how the superseded data were derived.
 NK0569
 NK0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4326877224(NAD 83)
 NK0569_MARKER: DD = SURVEY DISK
 NK0569_SETTING: 0 = UNSPECIFIED SETTING
 NK0569_STAMPING: ET BUCK 1970
 NK0569_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0569+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 NK0569
 NK0569  HISTORY     - Date     Condition        Report By
 NK0569  HISTORY     - 1970     MONUMENTED       USGS
 NK0569  HISTORY     - 19980225 GOOD             NGS
 NK0569  HISTORY     - 20051026 GOOD             GEOCAC
 NK0569
 NK0569                          STATION DESCRIPTION
 NK0569
 NK0569'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0569'THE STATION IS ABOUT 3.8 MI NNW. OF TRAER, IOWA, ABOUT 230 FT
 NK0569'S. OF THE QUARTER COR. BETWEEN SECS. 21 AND 22, T. 86 N., R. 14
 NK0569'W., ON PROMINENT RIDGE.
 NK0569'
 NK0569'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 63 AND
 NK0569'ST. HWY. 8 IN TRAER, GO N. ON U.S. HWY. 63 FOR 3.8 MI TO
 NK0569'CROSSROADS, TURN LEFT ON PAVED COUNTY RD. AND GO W. 0.5 MI TO
 NK0569'CROSSROADS, TURN LEFT AND GO S. ABOUT 230 FT AND STATION ON
 NK0569'RIGHT (W.).
 NK0569'
 NK0569'STATION MARK, STAMPED ET BUCK 1970 IS 230 FT S. AND 30 FT
 NK0569'W. OF CENTER OF CROSSROADS, 2.5 FT E. OF W. RIGHT-OF-WAY FENCE,
 NK0569'2.5 FT E. OF USGS WITNESS POST.
 NK0569'
 NK0569'REFERENCE MARK NO. 1, STAMPED BUCK NO 1 1970 IS N. OF THE
 NK0569'STATION, 193 FT S. AND 30 FT W. OF CENTER OF CROSSROADS, 2 FT
 NK0569'E. OF W. RIGHT-OF-WAY FENCE.
 NK0569'
 NK0569'REFERENCE MARK NO. 2, STAMPED BUCK NO 2 1970 IS S. OF THE
 NK0569'STATION, 262 FT S. AND 30 FT W. OF CENTER OF CROSSROADS, 2 FT
 NK0569'E.OF W. RIGHT-OF-WAY FENCE.
 NK0569'
 NK0569'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 NK0569'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NK0569'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE SET
 NK0569'FLUSH WITH GROUND.
 NK0569'
 NK0569'NO AZIMUTH MARK WAS SET.
 NK0569'
 NK0569'REFERENCE AZIMUTH USED, TRAER M.W.T. 1923.  POINT OBSERVED IS
 NK0569'THE CENTER TRAER M.W.T. IN TRAER, LOCATED ABOUT 135 FT S. AND
 NK0569'ABOUT 20 FT E. OF THE INTERSECTION OF 6TH STREET AND LYNN STREET
 NK0569'IN TRAER.  THE TANK IS SUPPORTED BY 4 STEEL LEGS PAINTED
 NK0569'ALUMINUM WITH A RED TANK ROOF, T. 85 N., R. 14 W., IN THE
 NK0569'SE. QUARTER OF SEC. 10.
 NK0569'
 NK0569'STANDARD BRACED TRIPOD USED.
 NK0569
 NK0569                          STATION RECOVERY (1998)
 NK0569
 NK0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DWS)
 NK0569'3 INCHES DEEP.  DESCRIPTION IS OK.  HAS A USGS WITNESS POST IN FENCE.
 NK0569
 NK0569                          STATION RECOVERY (2005)
 NK0569
 NK0569'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 NK0569'THE STATION PROJECTS 4 INCHES ABOVE THE GROUND.  REFERENCE MARK 1 AND
 NK0569'2 SEARCHED FOR BUT NOT LOCATED.  THE REFERENCE AZIMUTH, TRAER M.W.T.,
 NK0569'HAS BEEN RAZED AND REPLACED BY A WATER SPHERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0725 ***********************************************************************
 MG0725  DESIGNATION -  BUFFALO CEMENT MILL STACK
 MG0725  PID         -  MG0725
 MG0725  STATE/COUNTY-  IA/SCOTT
 MG0725  USGS QUAD   -  ANDALUSIA (1991)
 MG0725
 MG0725                         *CURRENT SURVEY CONTROL
 MG0725  ___________________________________________________________________
 MG0725* NAD 83(1996)-  41 27 32.13423(N)    090 41 34.78048(W)     ADJUSTED  
 MG0725* NAVD 88     -                                                        
 MG0725  ___________________________________________________________________
 MG0725  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 MG0725  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0725
 MG0725  HORZ ORDER  -  THIRD
 MG0725
 MG0725.The horizontal coordinates were established by classical geodetic methods
 MG0725.and adjusted by the National Geodetic Survey in May 1999..
 MG0725
 MG0725
 MG0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0725
 MG0725.The geoid height was determined by GEOID03.
 MG0725
 MG0725;                    North         East     Units Scale Factor Converg.
 MG0725;SPC IA S     -   165,796.874   734,471.789   MT  0.99995849   +1 50 56.3
 MG0725;SPC IL W     -   532,123.830   656,028.389   MT  0.99996496   -0 20 54.5
 MG0725;SPC IL W     - 1,745,809.60  2,152,319.81   sFT  0.99996496   -0 20 54.5
 MG0725;UTM  15      - 4,592,273.258   692,677.193   MT  1.00005689   +1 31 40.4
 MG0725
 MG0725                          SUPERSEDED SURVEY CONTROL
 MG0725
 MG0725  NAD 83(1986)-  41 27 32.13548(N)    090 41 34.78976(W) AD(       ) 4
 MG0725  NAD 27      -  41 27 32.02000(N)    090 41 34.29000(W) AD(       ) 3
 MG0725
 MG0725.Superseded values are not recommended for survey control.
 MG0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0725.See file dsdata.txt to determine how the superseded data were derived.
 MG0725
 MG0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF9267792273(NAD 83)
 MG0725_MARKER: 63 = STACK
 MG0725
 MG0725  HISTORY     - Date     Condition        Report By
 MG0725  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0725  HISTORY     - 1957     GOOD             CGS
 MG0725  HISTORY     - 1960     GOOD             CGS
 MG0725  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 MG0725
 MG0725                          STATION DESCRIPTION
 MG0725
 MG0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (VES)
 MG0725'TWO STACKS WERE RECOVERED AT THE DEWEY PORTLAND CEMENT CO.
 MG0725'PLANT AT THE LINWOOD RR STATION.  THIS CEMENT PLANT IS SAID
 MG0725'TO BE THE ONLY ONE THAT HAS EVER EXISTED IN THE LOCAL AREA.
 MG0725'PLANT AUTHORITIES SAY THE ORIGINAL STACK AT THE PLANT WAS
 MG0725'BUILT IN 1926 AND THAT ITS UPPER PORTION WAS TORN DOWN AND
 MG0725'REBUILT IN 1953.  NEITHER THE HEIGHT OR THE POSITION OF THE
 MG0725'STATION WAS CHANGED.  A NEW 250 FT. STACK WAS BUILT SOUTHEAST
 MG0725'OF THE FIRST IN 1953.  THE STATION HAS NOT BEEN DESCRIBED,
 MG0725'A PRESENT DAY DESCRIPTION FOLLOWS--
 MG0725'
 MG0725'LOCATED AT THE DEWEY PORTLAND CEMENT CO. PLANT AT LINWOOD
 MG0725'RR STATION, DAVENPORT, IOWA.  THE STATION IS THE NORTHWESTERLY
 MG0725'AND LOWER OF TWO CONCRETE STACKS WITH SIMILAR STRUCTURAL
 MG0725'CHARACTERISTICS.  THE STACK IS A SLIGHTLY TAPERED CONCRETE
 MG0725'STRUCTURE IN THE SOUTHWEST SIDE OF WHICH IS IMBEDDED A STEEL
 MG0725'LADDER LEADING TO OPEN, STEEL PLATFORMS RINGING ITS MIDDLE
 MG0725'AND TOP.
 MG0725
 MG0725                          STATION RECOVERY (1960)
 MG0725
 MG0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 MG0725'THE STATION HAS NO ORIGINAL DESCRIPTION AND A NEW ONE FOLLOWS.
 MG0725'
 MG0725'STACK IS LOCATED ON THE BUFFALO CEMENT MILL BETWEEN U.S.
 MG0725'HI-WAY 61 AND THE MISSISSIPPI RIVER IN SCOTT COUNTY, IOWA.
 MG0725'THERE ARE TWO PROMINENT STACKS ON THE PLANT BUT THE MOST
 MG0725'SOUTHERLY STACK, NEAREST THE RIVER, IS THE STATION, AS THE OTHER
 MG0725'STACK WAS NOT CONSTRUCTED UNTIL AFTER 1930.  THE STACK IS
 MG0725'IN USE AND APPARENTLY IN GOOD CONDITION.  PLANT OFFICIALS
 MG0725'ASSERT THAT THE POSITION IS THE SAME AS ORIGINAL.
 MG0725'
 MG0725'TO REACH THE STATION FROM BUFFALO, IOWA, GO EAST ON HI-WAY
 MG0725'U.S. 61, ONE AND SIX TENTHS MILE (1.6 MI.) TO THE MILL AND
 MG0725'STATION.
 MG0725
 MG0725                          STATION RECOVERY (1996)
 MG0725
 MG0725'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0618 ***********************************************************************
 OQ0618  DESIGNATION -  BUNCOMB
 OQ0618  PID         -  OQ0618
 OQ0618  STATE/COUNTY-  IA/SIOUX
 OQ0618  USGS QUAD   -  HAWARDEN NORTH (1968)
 OQ0618
 OQ0618                         *CURRENT SURVEY CONTROL
 OQ0618  ___________________________________________________________________
 OQ0618* NAD 83(1996)-  43 01 33.86886(N)    096 28 04.55054(W)     ADJUSTED  
 OQ0618* NAVD 88     -       413.     (meters)    1355.     (feet)  SCALED    
 OQ0618  ___________________________________________________________________
 OQ0618  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 OQ0618  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 OQ0618
 OQ0618  HORZ ORDER  -  SECOND
 OQ0618
 OQ0618.The horizontal coordinates were established by classical geodetic methods
 OQ0618.and adjusted by the National Geodetic Survey in May 1999..
 OQ0618
 OQ0618.The orthometric height was scaled from a topographic map.
 OQ0618
 OQ0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0618
 OQ0618.The geoid height was determined by GEOID03.
 OQ0618
 OQ0618;                    North         East     Units Scale Factor Converg.
 OQ0618;SPC IA N     - 1,173,759.574 1,258,152.595   MT  0.99996490   -2 00 41.4
 OQ0618;SPC SD S     -    84,287.492   914,929.021   MT  0.99995994   +2 39 59.6
 OQ0618;SPC SD S     -   276,533.21  3,001,729.63   sFT  0.99995994   +2 39 59.6
 OQ0618;UTM  14      - 4,766,821.848   706,302.235   MT  1.00012361   +1 43 41.9
 OQ0618
 OQ0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0618!SPC IA N     -   0.99993928  x   0.99996490  =   0.99990418
 OQ0618!SPC SD S     -   0.99993928  x   0.99995994  =   0.99989922
 OQ0618!UTM  14      -   0.99993928  x   1.00012361  =   1.00006288
 OQ0618
 OQ0618|---------------------------------------------------------------------|
 OQ0618| PID    Reference Object                     Distance      Geod. Az  |
 OQ0618|                                                           dddmmss.s |
 OQ0618| CO2364 BUNCOMB RM 1                         19.718 METERS 10249     |
 OQ0618| OQ0617 HAWARDEN MUNICIPAL TANK             APPROX. 3.0 KM 1921649.3 |
 OQ0618| CO2365 BUNCOMB RM 2                         17.176 METERS 25350     |
 OQ0618| CO2363 BUNCOMB AZ MK                                      3511620.5 |
 OQ0618|---------------------------------------------------------------------|
 OQ0618
 OQ0618                          SUPERSEDED SURVEY CONTROL
 OQ0618
 OQ0618  NAD 83(1996)-  43 01 33.86886(N)    096 28 04.55054(W) AD(       ) 2
 OQ0618  NAD 83(1996)-  43 01 33.86887(N)    096 28 04.55034(W) AD(       ) 2
 OQ0618  NAD 83(1996)-  43 01 33.86893(N)    096 28 04.54655(W) AD(       ) 2
 OQ0618  NAD 83(1986)-  43 01 33.87214(N)    096 28 04.54137(W) AD(       ) 2
 OQ0618  NAD 27      -  43 01 33.91500(N)    096 28 03.43500(W) AD(       ) 2
 OQ0618
 OQ0618.Superseded values are not recommended for survey control.
 OQ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0618.See file dsdata.txt to determine how the superseded data were derived.
 OQ0618
 OQ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0630266822(NAD 83)
 OQ0618_MARKER: DS = TRIANGULATION STATION DISK
 OQ0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0618_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OQ0618
 OQ0618  HISTORY     - Date     Condition        Report By
 OQ0618  HISTORY     - 1949     MONUMENTED       CGS
 OQ0618
 OQ0618                          STATION DESCRIPTION
 OQ0618
 OQ0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0618'THE STATION IS LOCATED ABOUT 2.25 MILES NORTH-NORTHEAST OF
 OQ0618'HAWARDEN, ON PASTURE LAND OWNED BY MR. R.J. KOEHLER.  IT IS 50
 OQ0618'FEET NORTH OF THE CENTERLINE OF THE ROAD, 18 FEET NORTH-NORTHWEST
 OQ0618'OF WEST GATE POST AND 17.5 FEET NORTH-NORTHWEST OF A TELEPHONE
 OQ0618'POLE.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 OQ0618'AND THE DISK IS STAMPED BUNCOMB 1949.
 OQ0618'
 OQ0618'REFERENCE MARK NO. 1 IS 42 FEET EAST OF THE EAST GATE POST, 35
 OQ0618'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT NORTHWEST
 OQ0618'OF THE SOUTHEAST CORNER OF THE PASTURE.  THE MARK IS FLUSH WITH
 OQ0618'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BUNCOMB NO 1
 OQ0618'1949.
 OQ0618'
 OQ0618'REFERENCE MARK NO. 2 IS 62 FEET WEST OF THE WEST POST OF GATE
 OQ0618'AND 35 FEET NORTH OF THE CENTERLINE OF THE ROAD.  THE MARK IS
 OQ0618'FLUSH WITH SURFACE OF THE GROUND AND THE DISK IS STAMPED BUNCOMB
 OQ0618'NO 2 1949.
 OQ0618'
 OQ0618'AZIMUTH MARK IS ABOUT 0.75 MILE NORTH-NORTHWEST OF THE STATION,
 OQ0618'34 FEET WEST OF THE CENTERLINE OF THE ROAD, 1.5 FEET SOUTH OF A
 OQ0618'POWERLINE POLE AND 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS
 OQ0618'4 INCHES AND THE DISK IS STAMPED BUNCOMB 1949.
 OQ0618'
 OQ0618'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 12 IN
 OQ0618'HAWARDEN, GO EAST ON HIGHWAY 10 FOR 0.7 MILE TO A SIDE ROAD LEFT
 OQ0618'AT THE WEST END OF A CONCRETE BRIDGE, TURN LEFT (NORTH) 2.1 MILES
 OQ0618'TO A SIDE ROAD RIGHT, TURN RIGHT (EAST) 0.1 MILE TO A IRON GATE
 OQ0618'ON THE LEFT AND THE STATION AS DESCRIBED.
 OQ0618'
 OQ0618'TO REACH THE AZIMUTH FROM THE STATION, GO WEST 0.1 MILE, TURN
 OQ0618'RIGHT (NORTH) 0.7 MILE TO THE MARK ON THE LEFT JUST BEFORE
 OQ0618'REACHING THE TOP OF RIDGE.
 OQ0618'
 OQ0618'NOTE-A 15 FT. STAND NEEDED TO CLEAR LINE BETWEEN BUNCOMB AND
 OQ0618'LOGAN.
 OQ0618'
 OQ0618'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0773 ***********************************************************************
 LD0773  DESIGNATION -  BURGUS
 LD0773  PID         -  LD0773
 LD0773  STATE/COUNTY-  IA/DES MOINES
 LD0773  USGS QUAD   -  KINGSTON (1964)
 LD0773
 LD0773                         *CURRENT SURVEY CONTROL
 LD0773  ___________________________________________________________________
 LD0773* NAD 83(1996)-  40 57 12.69862(N)    091 02 56.17466(W)     ADJUSTED  
 LD0773* NAVD 88     -       222.9    (meters)     731.     (feet)  VERTCON   
 LD0773  ___________________________________________________________________
 LD0773  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 LD0773  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LD0773
 LD0773  HORZ ORDER  -  FIRST
 LD0773
 LD0773.The horizontal coordinates were established by classical geodetic methods
 LD0773.and adjusted by the National Geodetic Survey in May 1999..
 LD0773
 LD0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0773
 LD0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0773
 LD0773.The geoid height was determined by GEOID03.
 LD0773
 LD0773;                    North         East     Units Scale Factor Converg.
 LD0773;SPC IA S     -   108,794.680   706,329.333   MT  0.99995764   +1 36 52.3
 LD0773;SPC IL W     -   476,239.744   625,721.825   MT  1.00000906   -0 34 41.9
 LD0773;SPC IL W     - 1,562,463.23  2,052,889.02   sFT  1.00000906   -0 34 41.9
 LD0773;UTM  15      - 4,535,431.081   664,207.081   MT  0.99993188   +1 16 44.8
 LD0773
 LD0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0773!SPC IA S     -   0.99997022  x   0.99995764  =   0.99992786
 LD0773!SPC IL W     -   0.99997022  x   1.00000906  =   0.99997928
 LD0773!UTM  15      -   0.99997022  x   0.99993188  =   0.99990210
 LD0773
 LD0773:                Primary Azimuth Mark                     Grid Az
 LD0773:SPC IA S     -  OQUAWKA WATER TANK                       102 45 36.2
 LD0773:SPC IL W     -  OQUAWKA WATER TANK                       104 57 10.4
 LD0773:UTM  15      -  OQUAWKA WATER TANK                       103 05 43.7
 LD0773
 LD0773|---------------------------------------------------------------------|
 LD0773| PID    Reference Object                     Distance      Geod. Az  |
 LD0773|                                                           dddmmss.s |
 LD0773| LD0770 OQUAWKA WATER TANK                  APPROX. 8.4 KM 1042228.5 |
 LD0773| LD0772 OQUAWKA CHURCH SPIRE                APPROX. 8.6 KM 1061550.5 |
 LD0773| CL8970 BURGUS RM 1                          65.895 METERS 16320     |
 LD0773| CL8971 BURGUS RM 4                          11.410 METERS 17553     |
 LD0773| LD0776 BURGUS RM 2 AZIMUTH                 APPROX. 0.5 KM 2684902.9 |
 LD0773| LD0774 BURGUS RM 3                          18.223 METERS 29251     |
 LD0773|---------------------------------------------------------------------|
 LD0773
 LD0773                          SUPERSEDED SURVEY CONTROL
 LD0773
 LD0773  NAD 83(1986)-  40 57 12.70370(N)    091 02 56.17451(W) AD(       ) 1
 LD0773  NAD 27      -  40 57 12.57100(N)    091 02 55.65600(W) AD(       ) 1
 LD0773  NGVD 29 (07/19/86)  223.0    (m)          732.     (f) VERT ANG       
 LD0773
 LD0773.Superseded values are not recommended for survey control.
 LD0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0773.See file dsdata.txt to determine how the superseded data were derived.
 LD0773
 LD0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF6420735431(NAD 83)
 LD0773_MARKER: DS = TRIANGULATION STATION DISK
 LD0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0773_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0773
 LD0773  HISTORY     - Date     Condition        Report By
 LD0773  HISTORY     - 1931     MONUMENTED       CGS
 LD0773  HISTORY     - 1955     GOOD             CGS
 LD0773  HISTORY     - 1979     GOOD             NGS
 LD0773
 LD0773                          STATION DESCRIPTION
 LD0773
 LD0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 LD0773'ABOUT 10 MILES NORTH-NORTHEAST OF BURLINGTON, ON TOP OF
 LD0773'BLUFF, ON LAND OWNED BY MR. WILLIAM BURGUS.  TO REACH FROM
 LD0773'BURLINGTON--CONTINUE NORTH ON U.S. HIGHWAY 61 TO OUTSIDE OF
 LD0773'CITY AND THEN FOLLOW DES MOINES COUNTY HIGHWAY A FOR 12.1 MILES
 LD0773'FROM INTERSECTION OF JEFFERSON AND U.S. HIGHWAY 61 (AT MONARCH
 LD0773'HILL) IN BURLINGTON, TO STATION SITE.  AT THIS POINT, IDENTIFIED
 LD0773'BY A 2-STORY WHITE HOUSE ON WEST SIDE OF ROAD, AND A LARGE
 LD0773'UNPAINTED STABLE ON EAST SIDE, TURN LEFT ONTO ROAD LEADING
 LD0773'TO TOP OF BLUFF, AND CONTINUE FOR 0.3 MILE TO CREST OF BLUFF
 LD0773'AND STATION.  MARK IS 6 INCHES ABOVE SURFACE.
 LD0773'
 LD0773'MARK IS AT CREST OF BLUFF, ON THE NORTH SIDE OF THE ROAD,
 LD0773'41 FEET NORTH OF A 20-INCH HICKORY TREE, 31 FEET NORTH OF
 LD0773'THE CENTER OF THE GATE IN EAST-WEST FENCE LINE ON NORTH SIDE
 LD0773'OF ROAD, 12.5 FEET EAST OF A NORTH-SOUTH FENCE LINE, AND 63
 LD0773'FEET NORTH OF THE CENTER OF THE ROAD.
 LD0773'
 LD0773'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION ON OPPOSITE
 LD0773'SIDE OF THE ROAD, IN THE NORTHEAST CORNER OF A CLOVER FIELD,
 LD0773'2 FEET WEST OF THE NORTHEAST CORNER POST, AND 15 METERS
 LD0773'SOUTH OF ROAD.
 LD0773'
 LD0773'REFERENCE MARK NO. 2 IS 3/8 MILE WEST OF THE STATION, ON THE
 LD0773'EAST SIDE OF A SMALL CATTLE LANE RUNNING NORTH AND SOUTH,
 LD0773'22 METERS NORTH OF THE GRADED ROAD, AND ON THE FENCE LINE.
 LD0773'
 LD0773'HEIGHT OF SIGNAL ABOVE STATION MARK - 27 METERS.
 LD0773
 LD0773                          STATION RECOVERY (1955)
 LD0773
 LD0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0773'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 LD0773'CONDITION.  SOME OF THE FENCE LINES NEAR THE STATION HAVE
 LD0773'BEEN CHANGED AND A POWER LINE NOW RUNS OVER THE STATION.
 LD0773'REFERENCE MARK NUMBER 3 WAS ESTABLISHED AND USED FOR AN
 LD0773'ECCENTRIC STATION DUE TO THE POWER LINE.  A COMPLETE DESCRIPTION
 LD0773'FOLLOWS.
 LD0773'
 LD0773'STATION IS LOCATED, AIRLINE, ABOUT 10 MILES NORTH NORTHEAST OF
 LD0773'BURLINGTON, 7 MILES SOUTHEAST OF MEDIAPOLIS, 1/3 MILE WEST
 LD0773'OF STATE HIGHWAY 99 AND ON TOP OF A BLUFF ON LAND OWNED
 LD0773'BY MR. WILLIAM BURGUS WHO LIVES AT THE STATION SITE.
 LD0773'
 LD0773'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF STATE
 LD0773'HIGHWAY 99 AND U.S. HIGHWAY 34 AT THE WEST EDGE OF THE
 LD0773'TOLL BRIDGE IN BURLINGTON, IOWA, GO NORTH ON STATE HIGHWAY
 LD0773'99 FOR 3.4 MILES TO A RAILROAD CROSSING.  CONTINUE NORTH ON
 LD0773'THE HIGHWAY FOR 7.4 MILES TO A GRAVELED SIDE ROAD ON THE LEFT.
 LD0773'TURN LEFT, UP HILL, AND GO 0.35 MILE TO THE TOP OF THE BLUFF
 LD0773'AND THE STATION ON THE RIGHT SIDE OF THE ROAD.
 LD0773'
 LD0773'STATION MARK, STAMPED BURGUS 1931, IS A STANDARD DISK SET
 LD0773'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 LD0773'3 INCHES.  IT IS 12.0 FEET WEST NORTHWEST OF A POWER LINE
 LD0773'POLE, 15.0 FEET NORTH OF A FENCE LINE AND THE ROAD CUT BANK,
 LD0773'20.0 FEET EAST OF A FENCE LINE AND 23.0 FEET SOUTHEAST OF
 LD0773'A WITNESS POST.
 LD0773'
 LD0773'REFERENCE MARK NUMBER 1, STAMPED BURGUS 1931 NO 1, IS A
 LD0773'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 LD0773'POST, PROJECTING 4 INCHES AND AT THE SAME ELEVATION AS THE
 LD0773'STATION.  IT IS ABOUT 20 FEET ABOVE AND 15.0 FEET SOUTHWEST
 LD0773'OF THE CENTERLINE OF THE ROAD AT A CUT BANK WHERE THE ROAD
 LD0773'CURVES DOWN OVER THE BLUFF, 10.0 FEET NORTH OF A FENCE CORNER
 LD0773'POST AND 3.0 FEET WEST NORTHWEST OF A PIECE OF RAILROAD
 LD0773'RAIL DRIVEN IN THE GROUND.
 LD0773'
 LD0773'REFERENCE MARK NUMBER 3, STAMPED BURGUS NO 3 1955, IS A
 LD0773'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12
 LD0773'INCHES IN DIAMETER, 12 INCHES BELOW THE GROUND AND AT THE
 LD0773'SAME ELEVATION AS THE STATION.  IT IS 35.7 FEET NORTHWEST
 LD0773'OF A FENCE CORNER POST AND 18.8 FEET WEST OF A WITNESS POST
 LD0773'AND A FENCE LINE.
 LD0773'
 LD0773'REFERENCE MARK NUMBER 2, STAMPED BURGUS NO 2 1931, IS A
 LD0773'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 LD0773'THAT PROJECTS 1 INCH.  THIS MARK SERVES AS THE AZIMUTH MARK.
 LD0773'TO REACH FROM THE STATION, GO WEST ON THE GRAVELED ROAD FOR
 LD0773'0.3 MILE TO A NORTH-SOUTH FENCE LINE ON THE RIGHT AND REFERENCE
 LD0773'MARK NUMBER 2.  IT IS 70.0 FEET NORTH OF THE CENTERLINE OF
 LD0773'THE ROAD AND IN THE FENCE LINE.
 LD0773'
 LD0773'NOTE--DIFFERENCE IN THE DISTANCE TO R.M. 1 WAS NOTED IN THE
 LD0773'FIELD AND DOUBLE CHECKED.
 LD0773
 LD0773                          STATION RECOVERY (1979)
 LD0773
 LD0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LD0773'SURFACE STATION MARK, REFERENCE MARK 2, WHICH SERVES AS THE AZIMUTH
 LD0773'MARK, AND BURGUS REFERENCE MARK 3 WERE RECOVERED IN GOOD
 LD0773'CONDITION.  REFERENCE MARK 1 WAS INADVERTENTLY DESTROYED BY COUNTY
 LD0773'PERSONNEL DURING CONSTRUCTION TO REPAIR A HILL SLIPPAGE.  REFERENCE
 LD0773'MARK 4 HAS BEEN ESTABLISHED.  THE DIRECTION TO BURGUS RM 3 WAS 38
 LD0773'SECONDS SMALLER THAN 1955 DATA AND THE DISTANCE WAS 0.001 METER
 LD0773'LONGER, THEREFORE, THE UNDERGROUND MARK WAS NOT INSPECTED.  A NEW
 LD0773'DESCRIPTION FOLLOWS.
 LD0773'
 LD0773'THE STATION IS ABOUT 10 MILES NORTH-NORTHEAST OF BURLINGTON, 7 MILES
 LD0773'SOUTHEAST OF MEDIAPOLIS, 0.3 MILE NORTHWEST OF STATE HIGHWAY 99, ON
 LD0773'TOP OF A BLUFF OVERLOOKING THE MISSISSIPPI RIVER AND ON PROPERTY OF
 LD0773'MARVIN BURGUS, WHO LIVES ABOUT 1/4 MILE NORTHWEST OF THE STATION.
 LD0773'
 LD0773'TO REACH THE STATION FROM THE DES MOINES COUNTY COURTHOUSE IN
 LD0773'BURLINGTON, GO NORTH ON STATE HIGHWAY 99 FOR 11.1 MILES TO A GRAVELED
 LD0773'ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON THE GRAVELED ROAD,
 LD0773'UPHILL, FOR 0.3 MILE TO THE STATION ON THE RIGHT, ABOUT 15 FEET
 LD0773'HIGHER THAN THE ROAD, ON THE CUTBANK AT THE WEST END OF A CURVE IN
 LD0773'THE ROAD TO THE WEST.
 LD0773'
 LD0773'TO REACH THE REFERENCE MARK 2 FROM THE STATION, GO WEST FOR 0.3
 LD0773'MILE, ALONG THE GRAVELED ROAD, TO THE MARK ON THE RIGHT.
 LD0773'
 LD0773'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---BURGUS 1931---
 LD0773'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 LD0773'IS 53.0 FEET EAST OF A POWERLINE POLE WITH A TRANSFORMER, 44.0 FEET
 LD0773'NORTH OF THE EDGE OF THE CUTBANK, 37.5 FEET NORTH-NORTHWEST OF A
 LD0773'WITNESS POST, 34.0 FEET NORTH OF A FENCE, AND 16.5 FEET WEST OF A
 LD0773'JUNCTION POWERLINE POLE.
 LD0773'
 LD0773'BURGUS RM 3 IS A STANDARD DISK, STAMPED---BURGUS NO 3 1955--- SET IN
 LD0773'THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 10 INCHES BELOW THE
 LD0773'GROUND SURFACE.  IT IS 76.8 FEET WEST-NORTHWEST OF THE JUNCTION
 LD0773'POWERLINE POLE, 38.8 FEET NORTH OF THE FENCE, 29.5 FEET
 LD0773'NORTH-NORTHWEST OF THE POWERLINE POLE WITH THE TRANSFORMER AND 21
 LD0773'FEET WEST OF THE EAST EDGE OF A CULTIVATED FIELD.  IT IS ALSO IN THE
 LD0773'FIELD AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 LD0773'
 LD0773'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---BURGUS 1931 NO 4
 LD0773'1979--- SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6
 LD0773'INCHES ABOVE THE GROUND.  IT IS 64.0 FEET EAST-SOUTHEAST OF THE
 LD0773'POWERLINE POLE WITH THE TRANSFORMER, 36.5 FEET SOUTH OF THE JUNCTION
 LD0773'POWERLINE POLE, 10.0 FEET NORTH OF THE EDGE OF THE CUTBANK, 1.5 FEET
 LD0773'EAST OF THE WITNESS POST, 1.0 FOOT SOUTH OF THE FENCE AND IS ABOUT THE
 LD0773'SAME ELEVATION AS THE STATION.
 LD0773'
 LD0773'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURGUS NO 2 1931--- SET
 LD0773'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 LD0773'70 FEET NORTH OF THE CENTERLINE OF THE ROAD AND IN A NORTH/SOUTH
 LD0773'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0774 ***********************************************************************
 LD0774  DESIGNATION -  BURGUS RM 3
 LD0774  PID         -  LD0774
 LD0774  STATE/COUNTY-  IA/DES MOINES
 LD0774  USGS QUAD   -  KINGSTON (1964)
 LD0774
 LD0774                         *CURRENT SURVEY CONTROL
 LD0774  ___________________________________________________________________
 LD0774* NAD 83(1996)-  40 57 12.92804(N)    091 02 56.89269(W)     ADJUSTED  
 LD0774* NAVD 88     -       222.9    (meters)     731.     (feet)  VERTCON   
 LD0774  ___________________________________________________________________
 LD0774  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 LD0774  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LD0774
 LD0774  HORZ ORDER  -  FIRST
 LD0774
 LD0774.The horizontal coordinates were established by classical geodetic methods
 LD0774.and adjusted by the National Geodetic Survey in May 1999..
 LD0774
 LD0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0774
 LD0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0774
 LD0774.The geoid height was determined by GEOID03.
 LD0774
 LD0774;                    North         East     Units Scale Factor Converg.
 LD0774;SPC IA S     -   108,801.281   706,312.348   MT  0.99995764   +1 36 51.8
 LD0774;SPC IL W     -   476,246.990   625,705.104   MT  1.00000909   -0 34 42.4
 LD0774;SPC IL W     - 1,562,487.00  2,052,834.16   sFT  1.00000909   -0 34 42.4
 LD0774;UTM  15      - 4,535,437.781   664,190.136   MT  0.99993181   +1 16 44.3
 LD0774
 LD0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0774!SPC IA S     -   0.99997022  x   0.99995764  =   0.99992786
 LD0774!SPC IL W     -   0.99997022  x   1.00000909  =   0.99997931
 LD0774!UTM  15      -   0.99997022  x   0.99993181  =   0.99990203
 LD0774
 LD0774:                Primary Azimuth Mark                     Grid Az
 LD0774:SPC IA S     -  SATER                                    195 52 48.4
 LD0774:SPC IL W     -  SATER                                    198 04 22.6
 LD0774:UTM  15      -  SATER                                    196 12 55.9
 LD0774
 LD0774|---------------------------------------------------------------------|
 LD0774| PID    Reference Object                     Distance      Geod. Az  |
 LD0774|                                                           dddmmss.s |
 LD0774| LD0775 SATER                               APPROX. 8.0 KM 1972940.2 |
 LD0774|---------------------------------------------------------------------|
 LD0774
 LD0774                          SUPERSEDED SURVEY CONTROL
 LD0774
 LD0774  NAD 83(1986)-  40 57 12.93312(N)    091 02 56.89253(W) AD(       ) 1
 LD0774  NAD 27      -  40 57 12.80000(N)    091 02 56.37400(W) AD(       ) 1
 LD0774  NGVD 29 (07/19/86)  223.0    (m)          732.     (f) VERT ANG       
 LD0774
 LD0774.Superseded values are not recommended for survey control.
 LD0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0774.See file dsdata.txt to determine how the superseded data were derived.
 LD0774
 LD0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF6419035438(NAD 83)
 LD0774_MARKER: DS = TRIANGULATION STATION DISK
 LD0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0774+STABILITY: SURFACE MOTION
 LD0774
 LD0774  HISTORY     - Date     Condition        Report By
 LD0774  HISTORY     - 1955     MONUMENTED       CGS
 LD0774
 LD0774                          STATION DESCRIPTION
 LD0774
 LD0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LD0774'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF STATE
 LD0774'HIGHWAY 99 AND U.S. HIGHWAY 34 AT THE WEST EDGE OF THE
 LD0774'TOLL BRIDGE IN BURLINGTON, IOWA, GO NORTH ON STATE HIGHWAY
 LD0774'99 FOR 3.4 MILES TO A RAILROAD CROSSING.  CONTINUE NORTH ON
 LD0774'THE HIGHWAY FOR 7.4 MILES TO A GRAVELED SIDE ROAD ON THE LEFT.
 LD0774'TURN LEFT, UP HILL, AND GO 0.35 MILE TO THE TOP OF THE BLUFF
 LD0774'AND THE STATION ON THE RIGHT SIDE OF THE ROAD.
 LD0774'
 LD0774'REFERENCE MARK NUMBER 3, STAMPED BURGUS NO 3 1955, IS A
 LD0774'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12
 LD0774'INCHES IN DIAMETER, 12 INCHES BELOW THE GROUND AND AT THE
 LD0774'SAME ELEVATION AS THE STATION.  IT IS 35.7 FEET NORTHWEST
 LD0774'OF A FENCE CORNER POST AND 18.8 FEET WEST OF A WITNESS POST
 LD0774'AND A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1074 ***********************************************************************
 MJ1074  DESIGNATION -  BURK
 MJ1074  PID         -  MJ1074
 MJ1074  STATE/COUNTY-  IA/GUTHRIE
 MJ1074  USGS QUAD   -  YALE (1982)
 MJ1074
 MJ1074                         *CURRENT SURVEY CONTROL
 MJ1074  ___________________________________________________________________
 MJ1074* NAD 83(1996)-  41 49 18.78972(N)    094 19 42.51619(W)     ADJUSTED  
 MJ1074* NAVD 88     -       338.73   (+/-2cm)    1111.3    (feet)  VERTCON   
 MJ1074  ___________________________________________________________________
 MJ1074  LAPLACE CORR-          -7.13  (seconds)                    DEFLEC99
 MJ1074  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MJ1074
 MJ1074  HORZ ORDER  -  FIRST
 MJ1074  VERT ORDER  -  THIRD ? (See Below)
 MJ1074
 MJ1074.The horizontal coordinates were established by classical geodetic methods
 MJ1074.and adjusted by the National Geodetic Survey in May 1999..
 MJ1074
 MJ1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1074.The vertical order pertains to the NGVD 29 superseded value.
 MJ1074
 MJ1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1074
 MJ1074.The geoid height was determined by GEOID03.
 MJ1074
 MJ1074;                    North         East     Units Scale Factor Converg.
 MJ1074;SPC IA S     -   202,652.831   431,169.545   MT  1.00000707   -0 32 44.6
 MJ1074;SPC IA N     - 1,036,091.668 1,431,166.416   MT  1.00005343   -0 33 41.4
 MJ1074;UTM  15      - 4,630,853.721   389,671.324   MT  0.99974979   -0 53 09.4
 MJ1074
 MJ1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1074!SPC IA S     -   0.99995123  x   1.00000707  =   0.99995830
 MJ1074!SPC IA N     -   0.99995123  x   1.00005343  =   1.00000465
 MJ1074!UTM  15      -   0.99995123  x   0.99974979  =   0.99970103
 MJ1074
 MJ1074:                Primary Azimuth Mark                     Grid Az
 MJ1074:SPC IA S     -  PERRY MUNICIPAL TANK                     084 32 26.6
 MJ1074:SPC IA N     -  PERRY MUNICIPAL TANK                     084 33 23.4
 MJ1074:UTM  15      -  PERRY MUNICIPAL TANK                     084 52 51.4
 MJ1074
 MJ1074|---------------------------------------------------------------------|
 MJ1074| PID    Reference Object                     Distance      Geod. Az  |
 MJ1074|                                                           dddmmss.s |
 MJ1074| MJ1063 PERRY MUNICIPAL TANK                APPROX.19.4 KM 0835942.0 |
 MJ1074| CL6977 BURK RM 1                            43.193 METERS 12046     |
 MJ1074| MJ1075 BURK RM A                            29.387 METERS 19511     |
 MJ1074| MJ1073 YALE MUNICIPAL TANK                 APPROX. 5.7 KM 2030459.8 |
 MJ1074| MJ1072 GUTHRIE CENTER UTI MAST             APPROX.20.7 KM 2192417.9 |
 MJ1074| CL6978 BURK RM 2                            22.738 METERS 22529     |
 MJ1074| CL6976 BURK AZ MK                                         2432257.9 |
 MJ1074|---------------------------------------------------------------------|
 MJ1074
 MJ1074                          SUPERSEDED SURVEY CONTROL
 MJ1074
 MJ1074  NAD 83(1986)-  41 49 18.78574(N)    094 19 42.52023(W) AD(       ) 1
 MJ1074  NAD 27      -  41 49 18.83752(N)    094 19 41.64388(W) AD(       ) 1
 MJ1074  NGVD 29 (07/19/86)  338.69   (m)         1111.2    (f) LEVELING    3  
 MJ1074
 MJ1074.Superseded values are not recommended for survey control.
 MJ1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1074.See file dsdata.txt to determine how the superseded data were derived.
 MJ1074
 MJ1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG8967130854(NAD 83)
 MJ1074_MARKER: DS = TRIANGULATION STATION DISK
 MJ1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1074_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1074
 MJ1074  HISTORY     - Date     Condition        Report By
 MJ1074  HISTORY     - 1969     MONUMENTED       CGS
 MJ1074
 MJ1074                          STATION DESCRIPTION
 MJ1074
 MJ1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 MJ1074'THE STATION IS LOCATED ABOUT 11 MILES WEST OF PERRY, 3-1/2 MILES
 MJ1074'NORTH OF YALE, 2 MILES SOUTHWEST OF JAMAICA AND ON PROPERTY OWNED
 MJ1074'BY MR. ELMER BURK.
 MJ1074'
 MJ1074'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 141 AND
 MJ1074'144 IN PERRY, GO WEST ON STATE HIGHWAY 141 FOR 6.2 MILES TO THE
 MJ1074'JUNCTION OF STATE HIGHWAY 335 ON THE RIGHT.  CONTINUE AHEAD WEST
 MJ1074'ON STATE HIGHWAY 141 FOR 4.6 MILES TO THE JUNCTION OF STATE
 MJ1074'HIGHWAY 342 ON THE RIGHT.  TURN LEFT AND GO SOUTH ON THE GRAVELED
 MJ1074'ROAD FOR 1.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON
 MJ1074'THE GRAVELED ROAD FOR 1.0 MILES TO THE DRIVEWAY ON THE RIGHT
 MJ1074'LEADING TO THE BURK FARM.  (TO REACH THE AZIMUTH MARK FROM
 MJ1074'THIS POINT, CONTINUE AHEAD WEST ON THE GRAVELED ROAD FOR 0.4
 MJ1074'MILE TO THE MARK ON THE LEFT AS DESCRIBED.) TURN RIGHT AND GO
 MJ1074'NORTH ON THE DRIVEWAY FOR 0.15 MILE TO A WIRE GATE AT THE EAST
 MJ1074'END OF A MACHINE SHED.  PASS THROUGH THE GATE AND GO NORTH
 MJ1074'FOR ABOUT 50 YARDS TO A FENCE CORNER.  TURN LEFT AND GO WEST
 MJ1074'ALONG THE NORTH SIDE OF THE FENCE FOR 0.05 MILE TO A WIRE GATE
 MJ1074'IN AN EAST-WEST FENCE.  TURN LEFT PASSING THROUGH THE GATE,
 MJ1074'THENCE SHARP RIGHT WEST ALONG THE SOUTH SIDE OF THE FENCE FOR
 MJ1074'ABOUT 50 YARDS TO THE NORTHWEST CORNER OF THE PASTURE AND THE
 MJ1074'STATION.
 MJ1074'
 MJ1074'THE STATION MARK IS A STANDARD DISK STAMPED BURK 1969, SET IN
 MJ1074'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MJ1074'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 58.5 FEET
 MJ1074'EAST-SOUTHEAST OF THE FENCE CORNER, 54.4 FEET EAST OF THE
 MJ1074'NORTH-SOUTH FENCE AND 23 FEET SOUTH OF A METAL WITNESS POST WITH
 MJ1074'SIGN ATTACHED.
 MJ1074'
 MJ1074'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BURK NO 1 1969, SET
 MJ1074'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MJ1074'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 96 FEET
 MJ1074'SOUTH OF A EAST-WEST FENCE AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.
 MJ1074'
 MJ1074'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BURK NO 2 1969, SET
 MJ1074'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MJ1074'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 74 FEET SOUTH
 MJ1074'OF A FENCE CORNER AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 MJ1074'
 MJ1074'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BURK 1969, SET IN THE
 MJ1074'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 MJ1074'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET SOUTH OF
 MJ1074'THE CENTER OF THE GRAVELED ROAD, 1 FOOT WEST OF A FENCE CORNER AND
 MJ1074'1 FOOT EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 MJ1074'
 MJ1074'THE TRAVERSE DISTANCE NOTED ABOVE HAS BEEN REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1075 ***********************************************************************
 MJ1075  DESIGNATION -  BURK RM A
 MJ1075  PID         -  MJ1075
 MJ1075  STATE/COUNTY-  IA/GUTHRIE
 MJ1075  USGS QUAD   -  YALE (1982)
 MJ1075
 MJ1075                         *CURRENT SURVEY CONTROL
 MJ1075  ___________________________________________________________________
 MJ1075* NAD 83(1996)-  41 49 17.87045(N)    094 19 42.84963(W)     ADJUSTED  
 MJ1075* NAVD 88     -       338.90   (+/-2cm)    1111.9    (feet)  VERTCON   
 MJ1075  ___________________________________________________________________
 MJ1075  LAPLACE CORR-          -7.13  (seconds)                    DEFLEC99
 MJ1075  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MJ1075
 MJ1075  HORZ ORDER  -  FIRST
 MJ1075  VERT ORDER  -  THIRD ? (See Below)
 MJ1075
 MJ1075.The horizontal coordinates were established by classical geodetic methods
 MJ1075.and adjusted by the National Geodetic Survey in May 1999..
 MJ1075
 MJ1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1075.The vertical order pertains to the NGVD 29 superseded value.
 MJ1075
 MJ1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1075
 MJ1075.The geoid height was determined by GEOID03.
 MJ1075
 MJ1075;                    North         East     Units Scale Factor Converg.
 MJ1075;SPC IA S     -   202,624.544   431,161.580   MT  1.00000702   -0 32 44.8
 MJ1075;SPC IA N     - 1,036,063.382 1,431,158.442   MT  1.00005349   -0 33 41.6
 MJ1075;UTM  15      - 4,630,825.488   389,663.193   MT  0.99974981   -0 53 09.6
 MJ1075
 MJ1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1075!SPC IA S     -   0.99995120  x   1.00000702  =   0.99995822
 MJ1075!SPC IA N     -   0.99995120  x   1.00005349  =   1.00000469
 MJ1075!UTM  15      -   0.99995120  x   0.99974981  =   0.99970102
 MJ1075
 MJ1075|---------------------------------------------------------------------|
 MJ1075| PID    Reference Object                     Distance      Geod. Az  |
 MJ1075|                                                           dddmmss.s |
 MJ1075| MJ1074 BURK                                 29.387 METERS 01511     |
 MJ1075| MJ1063 PERRY MUNICIPAL TANK                APPROX.19.4 KM 0835450.1 |
 MJ1075| MJ1067 PERRY                               APPROX.15.7 KM 0854131.2 |
 MJ1075| MJ1073 YALE MUNICIPAL TANK                 APPROX. 5.7 KM 2030726.3 |
 MJ1075| MJ1072 GUTHRIE CENTER UTI MAST             APPROX.20.7 KM 2192618.1 |
 MJ1075|---------------------------------------------------------------------|
 MJ1075
 MJ1075                          SUPERSEDED SURVEY CONTROL
 MJ1075
 MJ1075  NAD 83(1986)-  41 49 17.86615(N)    094 19 42.85379(W) AD(       ) 1
 MJ1075  NAD 27      -  41 49 17.91824(N)    094 19 41.97732(W) AD(       ) 1
 MJ1075  NGVD 29 (07/19/86)  338.86   (m)         1111.7    (f) LEVELING    3  
 MJ1075
 MJ1075.Superseded values are not recommended for survey control.
 MJ1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1075.See file dsdata.txt to determine how the superseded data were derived.
 MJ1075
 MJ1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG8966330825(NAD 83)
 MJ1075_MARKER: DS = TRIANGULATION STATION DISK
 MJ1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1075+STABILITY: SURFACE MOTION
 MJ1075
 MJ1075  HISTORY     - Date     Condition        Report By
 MJ1075  HISTORY     - 1969     MONUMENTED       CGS
 MJ1075
 MJ1075                          STATION DESCRIPTION
 MJ1075
 MJ1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 MJ1075'THE STATION IS LOCATED ABOUT 11 MILES WEST OF PERRY, 3-1/2 MILES
 MJ1075'NORTH OF YALE, 2 MILES SOUTHWEST OF JAMAICA AND ON PROPERTY
 MJ1075'OWNED BY MR. ELMER BURK.
 MJ1075'
 MJ1075'FOR THE TO REACH SEE DESCRIPTION FOR TRIANGULATION STATION BURK.
 MJ1075'
 MJ1075'THE STATION MARK IS A STANDARD DISK STAMPED, BURK RM A 1969, SET
 MJ1075'IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH.  IT
 MJ1075'IS 29 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 28 FEET NORTHEAST
 MJ1075'OF AN 18-INCH PINE TREE.
 MJ1075'
 MJ1075'THE TRAVERSE DISTANCE NOTED ABOVE HAS BEEN REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0783 ***********************************************************************
 LD0783  DESIGNATION -  BURLINGTON
 LD0783  PID         -  LD0783
 LD0783  STATE/COUNTY-  IA/DES MOINES
 LD0783  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0783
 LD0783                         *CURRENT SURVEY CONTROL
 LD0783  ___________________________________________________________________
 LD0783* NAD 83(1996)-  40 46 40.04590(N)    091 09 00.46442(W)     ADJUSTED  
 LD0783* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 LD0783  ___________________________________________________________________
 LD0783  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 LD0783  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LD0783
 LD0783  HORZ ORDER  -  FIRST
 LD0783
 LD0783.The horizontal coordinates were established by classical geodetic methods
 LD0783.and adjusted by the National Geodetic Survey in May 1999..
 LD0783
 LD0783.The orthometric height was scaled from a topographic map.
 LD0783
 LD0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0783
 LD0783.The geoid height was determined by GEOID03.
 LD0783
 LD0783;                    North         East     Units Scale Factor Converg.
 LD0783;SPC IA S     -    89,051.580   698,340.331   MT  0.99997547   +1 32 52.3
 LD0783;SPC IL W     -   456,815.588   616,983.225   MT  1.00002597   -0 38 32.5
 LD0783;SPC IL W     - 1,498,735.81  2,024,219.13   sFT  1.00002597   -0 38 32.5
 LD0783;UTM  15      - 4,515,736.360   656,102.343   MT  0.99989994   +1 12 30.4
 LD0783
 LD0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0783!SPC IA S     -   0.99997227  x   0.99997547  =   0.99994774
 LD0783!SPC IL W     -   0.99997227  x   1.00002597  =   0.99999824
 LD0783!UTM  15      -   0.99997227  x   0.99989994  =   0.99987222
 LD0783
 LD0783|---------------------------------------------------------------------|
 LD0783| PID    Reference Object                     Distance      Geod. Az  |
 LD0783|                                                           dddmmss.s |
 LD0783| CL8973 BURLINGTON RM 2                                    04611     |
 LD0783| LD0777 BURLINGTON ST JOHNS CATH CH         APPROX. 4.8 KM 0462042.8 |
 LD0783| CL8972 BURLINGTON RM 1                      92.200 METERS 26610     |
 LD0783| LD0781 WEST BURLINGTON MUNICIPAL TANK      APPROX. 5.3 KM 3542844.1 |
 LD0783|---------------------------------------------------------------------|
 LD0783
 LD0783                          SUPERSEDED SURVEY CONTROL
 LD0783
 LD0783  NAD 83(1986)-  40 46 40.05151(N)    091 09 00.46497(W) AD(       ) 1
 LD0783  NAD 27      -  40 46 39.90700(N)    091 08 59.93800(W) AD(       ) 1
 LD0783
 LD0783.Superseded values are not recommended for survey control.
 LD0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0783.See file dsdata.txt to determine how the superseded data were derived.
 LD0783
 LD0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5610215736(NAD 83)
 LD0783_MARKER: DS = TRIANGULATION STATION DISK
 LD0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0783
 LD0783  HISTORY     - Date     Condition        Report By
 LD0783  HISTORY     - 1931     MONUMENTED       CGS
 LD0783  HISTORY     - 1948     GOOD             CGS
 LD0783  HISTORY     - 1952     GOOD             IA-057
 LD0783  HISTORY     - 1954     GOOD             CGS
 LD0783  HISTORY     - 1963     GOOD             CGS
 LD0783  HISTORY     - 1969     GOOD             IAHD
 LD0783  HISTORY     - 1976     GOOD             NGS
 LD0783
 LD0783                          STATION DESCRIPTION
 LD0783
 LD0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 LD0783'STATION IS ABOUT 3-1/2 MILES SOUTH-SOUTHWEST OF THE BURLINGTON
 LD0783'POST OFFICE, ON LAND OWNED BY L.W. EDEN, ON THE HUNT ROAD.
 LD0783'
 LD0783'TO REACH, THE STATION--FOLLOW STATE HIGHWAY 16 WEST FROM ITS
 LD0783'JUNCTION WITH U.S. HIGHWAY 61, FOR A DISTANCE OF 1 MILE, HERE
 LD0783'STATE HIGHWAY 16 TURNS WEST OFF LEEBRICK STREET, CONTINUE
 LD0783'AT THIS POINT, SOUTH ON LEEBRICK STREET TO MASON STREET AND
 LD0783'TURN RIGHT ONTO THIS LATTER ROAD, GO 0.3 MILE TURN SOUTH
 LD0783'FOR 0.3 MILE, WHERE TURN WEST ONTO HUNT ROAD, GO 1.6 MILES TO
 LD0783'STATION SITE, IN THE FARMYARD NORTH OF THE RED BARN ON THE
 LD0783'EDEN FARM.  MARK IS 37.4 METERS WEST OF THE BRICK FARMHOUSE,
 LD0783'25 METERS WEST OF THE DRIVEWAY INTO THE FARMYARD, 14 METERS
 LD0783'SOUTH OF THE CENTERLINE OF HUNT ROAD, 42.4 METERS SOUTHEAST
 LD0783'OF THE SOUTHEAST LEG OF A STEEL TOWER TRANSMISSION LINE ON
 LD0783'THE NORTH SIDE OF THE ROAD, 16.4 METERS EAST OF TWO ELM
 LD0783'TREES OF THREE-FOOT BUTTS.
 LD0783'
 LD0783'REFERENCE MARK NO. 1 IS WEST OF THE STATION, 9 METERS NORTH
 LD0783'OF THE CENTERLINE OF HUNT ROAD, BESIDE A TELEPHONE POLE.
 LD0783'
 LD0783'REFERENCE MARK NO. 2 IS NORTHEAST OF THE STATION ON THE NORTH
 LD0783'SIDE OF HUNT ROAD, BEING 14 METERS NORTH OF THE CENTERLINE
 LD0783'OF THE ROAD, 1 METER EAST OF THE EAST FENCE BORDERING A
 LD0783'DRIVEWAY INTO A LARGE BRICK HOUSE.
 LD0783'
 LD0783'THE WATER TANK IS THE MUNICIPAL TANK AT WEST BURLINGTON.
 LD0783'THE NAME OF THE TOWN IS PAINTED ON THE SIDE OF THE TANK IN
 LD0783'WHITE LETTERS.  THE FINIAL WAS SIGHTED ON.
 LD0783'
 LD0783'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 LD0783
 LD0783                          STATION RECOVERY (1948)
 LD0783
 LD0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WTJ)
 LD0783'DESCRIPTION OF STATION MARK IS GOOD.  THE PUBLISHED DESCRIPTIONS
 LD0783'OF THE REFERENCE MARKS ARE GOOD, HOWEVER, THE REFERENCE
 LD0783'MARKS ARE STAMPED INCORRECTLY.
 LD0783'
 LD0783'REFERENCE MARK STAMPED NO. 2 IS 92.2 M. S 86 DEG W OF THE
 LD0783'STATION WHICH CORRESPONDS TO THE PUBLISHED DESCRIPTION OF
 LD0783'REFERENCE MARK 1.  REFERENCE MARK STAMPED NO. 1 IS ABOUT 2000
 LD0783'FT. NE OF THE STATION WHICH CORRESPONDS TO PUBLISHED DESCRIPTION
 LD0783'OF REFERENCE MARK 2.
 LD0783
 LD0783                          STATION RECOVERY (1952)
 LD0783
 LD0783'RECOVERY NOTE BY DES MOINES COUNTY IOWA 1952 (FWI)
 LD0783'REFERENCE MARK 2 WAS DESTROYED DURING GRADING OPERATIONS.
 LD0783'
 LD0783'REFERENCE-MARK DISK, STAMPED BURLINGTON NO 2 1931, RECEIVED
 LD0783'AT THIS OFFICE 29 DECEMBER 1952.
 LD0783
 LD0783                          STATION RECOVERY (1954)
 LD0783
 LD0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 LD0783'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 LD0783'CONDITION.  REFERENCE MARK 1 WAS DESTROYED WHEN THE ROAD
 LD0783'WAS WIDENED.  IT IS APPARENT THAT THE REFERENCE MARKS WERE
 LD0783'SWITCHED AT THE TIME OF THE SETTING.  THE DISK, STAMPED
 LD0783'BURLINGTON R.M. NO 1 1931, FITS THE DESCRIPTION FOR REFERENCE
 LD0783'MARK 2.  IN THE ORIGINAL DESCRIPTION, STATE HIGHWAY 16 AND
 LD0783'U.S. HIGHWAY 61 HAVE BEEN REROUTED, AND HUNT ROAD HAS BEEN
 LD0783'CHANGED AS IT GOES AROUND THE NW END OF THE MUNICIPAL AIRPORT.
 LD0783'A NEW DESCRIPTION FOLLOWS--
 LD0783'
 LD0783'STATION IS ABOUT 3-1/2 MI. S-SW OF THE BURLINGTON POST OFFICE,
 LD0783'ON LAND OWNED BY MR. BERQUIST ON HUNT ROAD.
 LD0783'
 LD0783'TO REACH FROM THE INTERSECTION OF SOUTH AVENUE AND U.S. HIGHWAY
 LD0783'61 (SUMMER STREET) IN THE S PART OF BURLINGTON, GO 0.3 MI.
 LD0783'W ON SOUTH AVENUE TO SOUTH GARFIELD STREET (DEAD END), TURN
 LD0783'LEFT AND GO 0.2 MI. TO MASON STREET, TURN RIGHT (W) AND GO
 LD0783'0.94 MI. TO A RIGHT-ANGLE TURN ONTO HUNT ROAD, PROCEED ON
 LD0783'HUNT ROAD FOR 1.3 MI. TO THE STATION SITE ON THE S SIDE OF THE
 LD0783'ROAD.  MARK IS 25 M. W OF THE DRIVEWAY INTO A HOUSE, 14 M. S
 LD0783'OF HUNT ROAD, 42.4 M. SE OF THE SE LEG OF A STEEL TOWER IN A
 LD0783'TRANSMISSION LINE ON THE N SIDE OF THE ROAD, AND 11.4 M. N OF
 LD0783'A BARN.
 LD0783'
 LD0783'REFERENCE MARK 1 IS DESTROYED.
 LD0783'
 LD0783'REFERENCE MARK 2, WHICH IS STAMPED BURLINGTON R.M. NO 1
 LD0783'1931, IS NE OF THE STATION ON THE N SIDE OF HUNT ROAD, 14 M.
 LD0783'N OF THE CENTERLINE OF THE ROAD, 20.73 M. E OF THE DRIVEWAY
 LD0783'INTO A FARMHOUSE, AND 1266.29 FT. FROM THE STATION MARK.
 LD0783'
 LD0783'THE WATER TANK IS THE MUNICIPAL TANK AT WEST BURLINGTON.
 LD0783'THE NAME OF THE TOWN IS PAINTED ON THE SIDE OF THE TANK IN
 LD0783'BLACK LETTERS.  THE FINIAL WAS SIGHTED ON.
 LD0783
 LD0783                          STATION RECOVERY (1963)
 LD0783
 LD0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 LD0783'THE STATION MARK WAS FOUND, R.M. 1, WEST OF THE STATION, HAS
 LD0783'BEEN DESTROYED BY THE WIDENING OF A DITCH.  R.M. 2, EAST OF
 LD0783'THE STATION, IS BELIEVED TO BE DESTROYED BY THE CONSTRUCTION
 LD0783'OF U.S. HIGHWAY 61, BUT A SEARCH WAS NOT MADE FOR IT.
 LD0783'
 LD0783'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 34
 LD0783'AND HIGHWAY 61 WEST OF BURLINGTON, DRIVE SOUTH 3.4 MILES FROM
 LD0783'THE INTERSECTION ON HIGHWAY 61, TURN RIGHT ON THE HUNT ROAD,
 LD0783'GO 600 FEET TO A NEW FARM HOUSE ON THE SOUTH SIDE OF ROAD.
 LD0783'THE STATION MARK IS IN THE BARN YARD, 38.3 FEET NORTH OF
 LD0783'THE NW CORNER OF THE BARN, AND ABOUT 10 FEET WEST OF A N-S
 LD0783'FENCE.  STATION IS MARKED BY A DISK STAMPED BURLINGTON 1931
 LD0783'AND SET IN A CONCRETE MONUMENT WHICH PROJECTS 10 IN.
 LD0783'
 LD0783'THE FARM HOUSE AND TREES MENTIONED IN THE ORIGINAL DESCRIPTION
 LD0783'ARE GONE.  THE STEEL TOWERS MENTIONED IN THE ORIGINAL DESCRIPTION
 LD0783'REMAIN.
 LD0783
 LD0783                          STATION RECOVERY (1969)
 LD0783
 LD0783'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1969 (DRR)
 LD0783'BURLINGTON, 1931-GOOD
 LD0783'
 LD0783'STATION WAS RECOVERED AS DESCRIBED BY L.W.Q. IN 1954, AND J.B.A.
 LD0783'IN 1963.
 LD0783'
 LD0783'NO SEARCH WAS MADE FOR R.M. 2.  THE WEST BURLINGTON, IA.
 LD0783'MUNICIPAL WATER TANK WAS VISITED.  IT ALSO WAS USED AS AN
 LD0783'AZIMUTH.
 LD0783
 LD0783                          STATION RECOVERY (1976)
 LD0783
 LD0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 LD0783'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 LD0783'1963 RECOVERY NOTE BY JBA.
 LD0783'
 LD0783'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES SSW
 LD0783'OF BURLINGTON PO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0784 ***********************************************************************
 LD0784  DESIGNATION -  BURLINGTON MUNICIPAL TANK
 LD0784  PID         -  LD0784
 LD0784  STATE/COUNTY-  IA/DES MOINES
 LD0784  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0784
 LD0784                         *CURRENT SURVEY CONTROL
 LD0784  ___________________________________________________________________
 LD0784* NAD 83(1996)-  40 48 50.70156(N)    091 07 48.72392(W)     ADJUSTED  
 LD0784* NAVD 88     -                                                        
 LD0784  ___________________________________________________________________
 LD0784  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 LD0784  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0784
 LD0784  HORZ ORDER  -  THIRD
 LD0784
 LD0784.The horizontal coordinates were established by classical geodetic methods
 LD0784.and adjusted by the National Geodetic Survey in May 1999..
 LD0784
 LD0784
 LD0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0784
 LD0784.The geoid height was determined by GEOID03.
 LD0784
 LD0784;                    North         East     Units Scale Factor Converg.
 LD0784;SPC IA S     -    93,125.972   699,912.139   MT  0.99997102   +1 33 39.6
 LD0784;SPC IL W     -   460,827.129   618,709.706   MT  1.00002248   -0 37 47.3
 LD0784;SPC IL W     - 1,511,897.01  2,029,883.43   sFT  1.00002248   -0 37 47.3
 LD0784;UTM  15      - 4,519,801.095   657,698.120   MT  0.99990610   +1 13 20.5
 LD0784
 LD0784                          SUPERSEDED SURVEY CONTROL
 LD0784
 LD0784  NAD 83(1986)-  40 48 50.70392(N)    091 07 48.72687(W) AD(       ) 4
 LD0784  NAD 27      -  40 48 50.56000(N)    091 07 48.20700(W) AD(       ) 3
 LD0784
 LD0784.Superseded values are not recommended for survey control.
 LD0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0784.See file dsdata.txt to determine how the superseded data were derived.
 LD0784
 LD0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5769819801(NAD 83)
 LD0784_MARKER: 53 = ELEVATED TANK
 LD0784
 LD0784  HISTORY     - Date     Condition        Report By
 LD0784  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0784  HISTORY     - 1963     GOOD             CGS
 LD0784  HISTORY     - 1976     GOOD             NGS
 LD0784
 LD0784                          STATION DESCRIPTION
 LD0784
 LD0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0784'STATION IS LOCATED IN THE WEST SIDE OF BURLINGTON ABOUT 1.0
 LD0784'MILE SOUTH OF U.S. HIGHWAY 34.  IT IS A LARGE METAL TANK,
 LD0784'SUPPORTED BY FOUR STEEL LEGS, THAT IS PAINTED IN ORANGE AND
 LD0784'WHITE SQUARES, AND IS ABOUT 100 FEET IN HEIGHT.  THE TOP
 LD0784'OF THE TANK WAS INTERSECTED.
 LD0784
 LD0784                          STATION RECOVERY (1963)
 LD0784
 LD0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 LD0784'RECOVERED AS DESCRIBED.
 LD0784
 LD0784                          STATION RECOVERY (1976)
 LD0784
 LD0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 LD0784'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LD0784'
 LD0784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN WESTERN
 LD0784'PORTION OF BURLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0780 ***********************************************************************
 LD0780  DESIGNATION -  BURLINGTON RADIO STA KBUR MAST
 LD0780  PID         -  LD0780
 LD0780  STATE/COUNTY-  IA/DES MOINES
 LD0780  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0780
 LD0780                         *CURRENT SURVEY CONTROL
 LD0780  ___________________________________________________________________
 LD0780* NAD 83(1996)-  40 49 25.90008(N)    091 08 33.64500(W)     ADJUSTED  
 LD0780* NAVD 88     -                                                        
 LD0780  ___________________________________________________________________
 LD0780  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 LD0780  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0780
 LD0780  HORZ ORDER  -  THIRD
 LD0780
 LD0780.The horizontal coordinates were established by classical geodetic methods
 LD0780.and adjusted by the National Geodetic Survey in May 1999..
 LD0780
 LD0780
 LD0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0780
 LD0780.The geoid height was determined by GEOID03.
 LD0780
 LD0780;                    North         East     Units Scale Factor Converg.
 LD0780;SPC IA S     -    94,182.719   698,830.347   MT  0.99996989   +1 33 10.0
 LD0780;SPC IL W     -   461,924.516   617,669.047   MT  1.00002458   -0 38 17.1
 LD0780;SPC IL W     - 1,515,497.35  2,026,469.20   sFT  1.00002458   -0 38 17.1
 LD0780;UTM  15      - 4,520,864.144   656,622.661   MT  0.99990194   +1 12 52.0
 LD0780
 LD0780                          SUPERSEDED SURVEY CONTROL
 LD0780
 LD0780  NAD 83(1986)-  40 49 25.90284(N)    091 08 33.64826(W) AD(       ) 4
 LD0780  NAD 27      -  40 49 25.75900(N)    091 08 33.12500(W) AD(       ) 3
 LD0780
 LD0780.Superseded values are not recommended for survey control.
 LD0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0780.See file dsdata.txt to determine how the superseded data were derived.
 LD0780
 LD0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5662320864(NAD 83)
 LD0780_MARKER: 42 = RADIO/TV MAST
 LD0780
 LD0780  HISTORY     - Date     Condition        Report By
 LD0780  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0780  HISTORY     - 1963     GOOD             CGS
 LD0780  HISTORY     - 1970     GOOD             NGS
 LD0780  HISTORY     - 1973     GOOD             NGS
 LD0780
 LD0780                          STATION DESCRIPTION
 LD0780
 LD0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0780'STATION IS LOCATED IN THE WEST PART OF BURLINGTON ABOUT 500
 LD0780'FEET SOUTH OF U.S. HIGHWAY 34.  IT IS A FOUR LEGGED, SELF
 LD0780'SUPPORTING, STEEL STRUCTURE THAT HAS AN ANTENNA PROJECTING
 LD0780'ABOUT 40 FEET ABOVE THE TOP.  THE TOWER IS ALTERNATELY PAINTED
 LD0780'ORANGE AND WHITE.  THE TOP OF THE ANTENNA IS 305 FEET ABOVE
 LD0780'THE GROUND AND WAS THE POINT INTERSECTED.
 LD0780
 LD0780                          STATION RECOVERY (1963)
 LD0780
 LD0780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 LD0780'RECOVERED AS DESCRIBED
 LD0780
 LD0780                          STATION RECOVERY (1970)
 LD0780
 LD0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 LD0780'THE STATION WAS RECOVERED AS DESCRIBED.
 LD0780
 LD0780                          STATION RECOVERY (1973)
 LD0780
 LD0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JTH)
 LD0780'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0777 ***********************************************************************
 LD0777  DESIGNATION -  BURLINGTON ST JOHNS CATH CH
 LD0777  PID         -  LD0777
 LD0777  STATE/COUNTY-  IA/DES MOINES
 LD0777  USGS QUAD   -  BURLINGTON (1979)
 LD0777
 LD0777                         *CURRENT SURVEY CONTROL
 LD0777  ___________________________________________________________________
 LD0777* NAD 83(1996)-  40 48 27.38168(N)    091 06 32.37156(W)     ADJUSTED  
 LD0777* NAVD 88     -                                                        
 LD0777  ___________________________________________________________________
 LD0777  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 LD0777  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0777
 LD0777  HORZ ORDER  -  THIRD
 LD0777
 LD0777.The horizontal coordinates were established by classical geodetic methods
 LD0777.and adjusted by the National Geodetic Survey in May 1999..
 LD0777
 LD0777
 LD0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0777
 LD0777.The geoid height was determined by GEOID03.
 LD0777
 LD0777;                    North         East     Units Scale Factor Converg.
 LD0777;SPC IA S     -    92,455.871   701,720.615   MT  0.99997179   +1 34 29.9
 LD0777;SPC IL W     -   460,088.348   620,491.331   MT  1.00001896   -0 36 57.1
 LD0777;SPC IL W     - 1,509,473.19  2,035,728.64   sFT  1.00001896   -0 36 57.1
 LD0777;UTM  15      - 4,519,120.356   659,502.491   MT  0.99991314   +1 14 09.9
 LD0777
 LD0777                          SUPERSEDED SURVEY CONTROL
 LD0777
 LD0777  NAD 83(1986)-  40 48 27.38608(N)    091 06 32.37433(W) AD(       ) 4
 LD0777  NAD 27      -  40 48 27.23700(N)    091 06 31.85300(W) AD(       ) 3
 LD0777
 LD0777.Superseded values are not recommended for survey control.
 LD0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0777.See file dsdata.txt to determine how the superseded data were derived.
 LD0777
 LD0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5950219120(NAD 83)
 LD0777_MARKER: 91 = CHURCH CROSS
 LD0777
 LD0777  HISTORY     - Date     Condition        Report By
 LD0777  HISTORY     - 1931     FIRST OBSERVED   CGS
 LD0777  HISTORY     - 1954     GOOD             CGS
 LD0777  HISTORY     - 1955     GOOD             CGS
 LD0777  HISTORY     - 1963     GOOD             CGS
 LD0777
 LD0777                          STATION DESCRIPTION
 LD0777
 LD0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 LD0777'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.  THE
 LD0777'STATION WAS NOT DESCRIBED.  A DESCRIPTION FOLLOWS--
 LD0777'
 LD0777'THE CROSS OF THE ST. JOHNS CATHOLIC CHURCH SPIRE, LOCATED
 LD0777'IN THE SOUTH PART OF BURLINGTON AT THE NORTHWEST CORNER OF THE
 LD0777'INTERSECTION OF DIVISION AND SOUTH SEVENTH STREET.  THE
 LD0777'CHURCH IS MADE OF STONE AND IS ABOUT 185 FEET HIGH.
 LD0777
 LD0777                          STATION RECOVERY (1955)
 LD0777
 LD0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 LD0777'STATION IS LOCATED IN THE SOUTH PART OF BURLINGTON ON THE
 LD0777'NORTH SIDE OF DIVISION STREET AND BETWEEN SOUTH 7TH AND 8TH
 LD0777'STREETS.  IT IS A LARGE CHURCH, CONSTRUCTED OF RED BRICK,
 LD0777'THAT HAS THREE SPIRES ON THE SOUTH SIDE OF BUILDING.  THE
 LD0777'CENTER SPIRE IS ABOUT 40 FEET HIGHER THAN THE OTHER TWO AND
 LD0777'IS ABOUT 150 FEET IN HEIGHT.  THE CROSS AT TOP OF SPIRE WAS
 LD0777'INTERSECTED.
 LD0777
 LD0777                          STATION RECOVERY (1963)
 LD0777
 LD0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 LD0777'RECOVERED AS DESCRIBED BY L.W.Q.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0914 ***********************************************************************
 ON0914  DESIGNATION -  BURR 2
 ON0914  PID         -  ON0914
 ON0914  STATE/COUNTY-  IA/WINNESHIEK
 ON0914  USGS QUAD   -  BLUFFTON (1981)
 ON0914
 ON0914                         *CURRENT SURVEY CONTROL
 ON0914  ___________________________________________________________________
 ON0914* NAD 83(1996)-  43 26 40.48045(N)    091 55 16.61832(W)     ADJUSTED  
 ON0914* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 ON0914  ___________________________________________________________________
 ON0914  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 ON0914  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ON0914
 ON0914  HORZ ORDER  -  THIRD
 ON0914
 ON0914.The horizontal coordinates were established by classical geodetic methods
 ON0914.and adjusted by the National Geodetic Survey in May 1999..
 ON0914
 ON0914.The orthometric height was scaled from a topographic map.
 ON0914
 ON0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0914
 ON0914.The geoid height was determined by GEOID03.
 ON0914
 ON0914;                    North         East     Units Scale Factor Converg.
 ON0914;SPC IA N     - 1,217,201.558 1,627,795.473   MT  1.00003736   +1 04 11.9
 ON0914;SPC MN S     -   151,539.426   968,270.540   MT  1.00009058   +1 27 25.3
 ON0914;UTM  15      - 4,810,751.416   587,288.178   MT  0.99969372   +0 44 30.6
 ON0914
 ON0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0914!SPC IA N     -   0.99994984  x   1.00003736  =   0.99998720
 ON0914!SPC MN S     -   0.99994984  x   1.00009058  =   1.00004041
 ON0914!UTM  15      -   0.99994984  x   0.99969372  =   0.99964357
 ON0914
 ON0914|---------------------------------------------------------------------|
 ON0914| PID    Reference Object                     Distance      Geod. Az  |
 ON0914|                                                           dddmmss.s |
 ON0914| CI5181 BURR 2 RM 3                          13.496 METERS 01250     |
 ON0914| ON0913 BURR                                  5.870 METERS 28701     |
 ON0914| ON0911 PLYMOUTH ROCK ST AGNES CH           APPROX. 3.7 KM 2921704.8 |
 ON0914| CI5182 BURR 2 RM 4                          32.806 METERS 30857     |
 ON0914| ON0972 CANTON MUNICIPAL TANK               APPROX. 9.4 KM 3553740.6 |
 ON0914| CI5180 BURR AZ MK RESET                                   3593223.0 |
 ON0914| CI5177 BURR AZ MK                                         3593223.2 |
 ON0914|---------------------------------------------------------------------|
 ON0914
 ON0914                          SUPERSEDED SURVEY CONTROL
 ON0914
 ON0914  NAD 83(1996)-  43 26 40.48044(N)    091 55 16.61831(W) AD(       ) 3
 ON0914  NAD 83(1986)-  43 26 40.47357(N)    091 55 16.61759(W) AD(       ) 3
 ON0914  NAD 27      -  43 26 40.59150(N)    091 55 16.03980(W) AD(       ) 3
 ON0914
 ON0914.Superseded values are not recommended for survey control.
 ON0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0914.See file dsdata.txt to determine how the superseded data were derived.
 ON0914
 ON0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8728810751(NAD 83)
 ON0914_MARKER: DS = TRIANGULATION STATION DISK
 ON0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0914
 ON0914  HISTORY     - Date     Condition        Report By
 ON0914  HISTORY     - 1962     MONUMENTED       CGS
 ON0914  HISTORY     - 1974     GOOD             NGS
 ON0914
 ON0914                          STATION DESCRIPTION
 ON0914
 ON0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 ON0914'STATION IS LOCATED ABOUT 5 AND 1/2 MILES SOUTH OF CANTON AND
 ON0914'3 MILES WEST OF THE SMALL VILLAGE OF BURR OAK ON THE SOUTH
 ON0914'SIDE OF SEC. 28, T 100 N., R 9 W. ON THE ROAD RIGHT-OF-WAY,
 ON0914'49 FEET EAST OF THE CENTER OF A GRADED ROAD, 1.5 FEET NORTH
 ON0914'OF A NEW STEEL WITNESS POST, AND 1 FOOT WEST OF A FENCE.
 ON0914'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BURR 2 1962.
 ON0914'
 ON0914'TO REACH THE STATION FROM THE POST OFFICE IN BURR OAK, GO SOUTH
 ON0914'ON U.S. HIGHWAY 52 FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT
 ON0914'AND GO WEST ON A GRAVEL ROAD FOR 2.8 MILES TO A T-ROAD SOUTH.
 ON0914'TURN LEFT AND GO SOUTH ON A GRAVEL ROAD FOR 0.9 MILE TO THE
 ON0914'STATION ON THE LEFT OR EAST SIDE OF THE ROAD AS DESCRIBED.
 ON0914'
 ON0914'REFERENCE MARK NO. 3 IS NORTH OF THE STATION, 49 FEET EAST
 ON0914'OF THE CENTER OF GRAVEL ROAD, AND 1 FOOT WEST OF FENCE.
 ON0914'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BURR 2 NO
 ON0914'3 1962.
 ON0914'
 ON0914'REFERENCE MARK NO. 4 IS NORTHWEST OF THE STATION AND 49 FEET
 ON0914'WEST OF THE CENTER OF GRAVEL ROAD.  THE MARK PROJECTS 2 INCHES
 ON0914'AND THE DISK IS STAMPED BURR 2 NO 4 1962.  (THE ARROW ON THIS
 ON0914'MARK POINTS SOUTHEAST, NOT TOWARD THE STATION.)
 ON0914'
 ON0914'AZIMUTH MARK IS 0.9 MILE NORTH OF THE STATION, 46 FEET SOUTHWEST
 ON0914'OF THE CENTER OF GRAVEL ROAD, 87 FEET NORTHWEST OF A 36-INCH
 ON0914'OAK TREE, 3 FEET SOUTHEAST OF A POWER POLE WITH A GUY WIRE,
 ON0914'AND 2 FEET SOUTHEAST OF A STEEL WITNESS POST.  THE MARK PROJECTS
 ON0914'4 INCHES AND THE DISK IS STAMPED BURR 1961.
 ON0914'
 ON0914'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 ON0914'GRAVEL ROAD FOR 0.9 MILE TO AN EAST-WEST GRAVEL ROAD.
 ON0914'TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 0.1 MILE TO WHERE
 ON0914'GRAVEL ROAD CURVES TO THE NORTHWEST AND THE AZIMUTH MARK AS
 ON0914'DESCRIBED.
 ON0914'
 ON0914'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ON0914
 ON0914                          STATION RECOVERY (1974)
 ON0914
 ON0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 ON0914'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK
 ON0914'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD
 ON0914'CONSTRUCTION THE AZIMUTH MARK WAS MOVED THIS DATE, ON LINE AND
 ON0914'TOWARD THE STATION.  THE 1962 DESCRIPTION IS ADEQUATE FOR RECOVERY
 ON0914'WITH THE DESCRIPTION BELOW FOR THE RESET AZIMUTH MARK.
 ON0914'
 ON0914'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BURR 1961 RESET 1974,
 ON0914'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 ON0914'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 59 FEET WEST-SOUTHWEST
 ON0914'OF A 4-FOOT OAK TREE, 54 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY OF
 ON0914'THE COUNTY ROAD, 2 FEET EAST-NORTHEAST OF A METAL WITNESS POST
 ON0914'AND 1 FOOT NORTH OF A PROPERTY LINE FENCE.
 ON0914'
 ON0914'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRAVELED
 ON0914'ROAD FOR 0.9 MILE TO AN EAST-WEST COUNTY ROAD.  TURN LEFT AND GO
 ON0914'WEST ON THE COUNTY ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 ON0914'LEFT.
 ON0914'
 ON0914'NOTE--THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT
 ON0914'VERIFIED THIS DATE.
 ON0914'
 ON0914'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ON0914'3 MILES WEST OF BURR OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1009 ***********************************************************************
 OP1009  DESIGNATION -  BURT
 OP1009  PID         -  OP1009
 OP1009  STATE/COUNTY-  IA/KOSSUTH
 OP1009  USGS QUAD   -  BURT (1972)
 OP1009
 OP1009                         *CURRENT SURVEY CONTROL
 OP1009  ___________________________________________________________________
 OP1009* NAD 83(1996)-  43 14 26.57105(N)    094 13 36.63632(W)     ADJUSTED  
 OP1009* NAVD 88     -       355.4    (meters)    1166.     (feet)  VERTCON   
 OP1009  ___________________________________________________________________
 OP1009  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 OP1009  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 OP1009
 OP1009  HORZ ORDER  -  FIRST
 OP1009
 OP1009.The horizontal coordinates were established by classical geodetic methods
 OP1009.and adjusted by the National Geodetic Survey in May 1999..
 OP1009
 OP1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1009
 OP1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1009
 OP1009.The geoid height was determined by GEOID03.
 OP1009
 OP1009;                    North         East     Units Scale Factor Converg.
 OP1009;SPC IA N     - 1,193,612.565 1,440,965.371   MT  0.99999536   -0 29 33.4
 OP1009;UTM  15      - 4,788,276.884   400,392.779   MT  0.99972205   -0 50 25.9
 OP1009
 OP1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1009!SPC IA N     -   0.99994878  x   0.99999536  =   0.99994414
 OP1009!UTM  15      -   0.99994878  x   0.99972205  =   0.99967084
 OP1009
 OP1009:                Primary Azimuth Mark                     Grid Az
 OP1009:SPC IA N     -  BANCROFT MUN TANK                        008 07 14.0
 OP1009:UTM  15      -  BANCROFT MUN TANK                        008 28 06.5
 OP1009
 OP1009|---------------------------------------------------------------------|
 OP1009| PID    Reference Object                     Distance      Geod. Az  |
 OP1009|                                                           dddmmss.s |
 OP1009| OP0993 BANCROFT MUN TANK                   APPROX. 5.9 KM 0073740.6 |
 OP1009| OP0992 BANCROFT ST JOHN CATH CH DOME       APPROX. 5.7 KM 0084013.8 |
 OP1009| CI5187 BURT RM 2                            26.054 METERS 15234     |
 OP1009| CI5185 BURT AZ MK                                         1743123.1 |
 OP1009| CI5186 BURT RM 1                            17.111 METERS 28300     |
 OP1009|---------------------------------------------------------------------|
 OP1009
 OP1009                          SUPERSEDED SURVEY CONTROL
 OP1009
 OP1009  NAD 83(1996)-  43 14 26.57100(N)    094 13 36.63631(W) AD(       ) 1
 OP1009  NAD 83(1986)-  43 14 26.56199(N)    094 13 36.62831(W) AD(       ) 1
 OP1009  NAD 27      -  43 14 26.69811(N)    094 13 35.75877(W) AD(       ) 1
 OP1009  NGVD 29 (07/19/86)  355.3    (m)         1166.     (f) VERT ANG       
 OP1009
 OP1009.Superseded values are not recommended for survey control.
 OP1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1009.See file dsdata.txt to determine how the superseded data were derived.
 OP1009
 OP1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0039388277(NAD 83)
 OP1009_MARKER: DS = TRIANGULATION STATION DISK
 OP1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1009_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP1009
 OP1009  HISTORY     - Date     Condition        Report By
 OP1009  HISTORY     - 1971     MONUMENTED       NGS
 OP1009  HISTORY     - 1972     GOOD             USGS
 OP1009
 OP1009                          STATION DESCRIPTION
 OP1009
 OP1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1009'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF BANCROFT, 3
 OP1009'MILES NORTH OF BURT AND ON THE WEST RIGHT-OF-WAY FOR U.S.
 OP1009'HIGHWAY 169.  IT IS IN THE NORTHEAST 1/4 OF SECTION 11, T 97 N, R
 OP1009'29 W.
 OP1009'
 OP1009'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 169 AND
 OP1009'COUNTY ROAD B 19, ABOUT 1 MILE NORTH-NORTHWEST OF BURT, GO
 OP1009'NORTH ON U.S. HIGHWAY 169 FOR 1.3 MILES TO A CROSSROAD, CONTINUE
 OP1009'NORTH ON U.S. HIGHWAY 169 FOR 0.65 MILE TO THE AZIMUTH MARK
 OP1009'ON THE RIGHT.  CONTINUE NORTH ON HIGHWAY 169 FOR 0.35 MILE TO A
 OP1009'CROSSROAD AND THE STATION IN THE SOUTHWEST ANGLE OF THE
 OP1009'INTERSECTION.
 OP1009'
 OP1009'STATION MARKS ARE STANDARD DISK STAMPED BURT 1971.  THE SURFACE
 OP1009'DISK IS SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT
 OP1009'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 102 FEET WEST
 OP1009'OF THE CENTER OF U.S. HIGHWAY 169, 65 FEET SOUTH OF THE
 OP1009'CENTER OF COUNTY ROAD B 14, 48.5 FEET SOUTHWEST OF A POWERLINE
 OP1009'POLE AND 32 FEET NORTHEAST OF A WIRE FENCE AND METAL WITNESS
 OP1009'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 OP1009'OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 OP1009'
 OP1009'REFERENCE MARK 1, A STANDARD DISK STAMPED BURT NO 1 1971,
 OP1009'IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 OP1009'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET SOUTH
 OP1009'OF THE CENTER OF COUNTY ROAD B 14, 38 FEET NORTHWEST OF
 OP1009'THE WITNESS POST, 4 FEET EAST-SOUTHEAST OF A FENCE CORNER
 OP1009'POST AND 1.5 FEET NORTHEAST OF THE WIRE FENCE.
 OP1009'
 OP1009'REFERENCE MARK 2, A STANDARD DISK STAMPED BURT NO 2 1971, IS
 OP1009'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP1009'THAT PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 91.5
 OP1009'FEET SOUTHEAST OF THE WITNESS POST, 62 FEET WEST OF THE
 OP1009'CENTER OF U.S. HIGHWAY 169, 5 FEET NORTH OF A FENCE CORNER POST
 OP1009'AND 4 FEET NORTHEAST OF THE WIRE FENCE.
 OP1009'
 OP1009'THE AZIMUTH MARK, A STANDARD DISK STAMPED BURT 1971, IS SET
 OP1009'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OP1009'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 59 FEET
 OP1009'EAST OF THE CENTER OF U.S. HIGHWAY 169, 8 FEET NORTH OF
 OP1009'THE SOUTH ONE OF TWO TELEPHONE POLES AND 1.4 FEET NORTH
 OP1009'OF A METAL WITNESS POST.
 OP1009'
 OP1009'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
 OP1009
 OP1009                          STATION RECOVERY (1972)
 OP1009
 OP1009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP1009'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES AND DIRECTIONS
 OP1009'CHECKED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0683 ***********************************************************************
 NL0683  DESIGNATION -  BUSH
 NL0683  PID         -  NL0683
 NL0683  STATE/COUNTY-  IA/CHEROKEE
 NL0683  USGS QUAD   -  WASHTA (1969)
 NL0683
 NL0683                         *CURRENT SURVEY CONTROL
 NL0683  ___________________________________________________________________
 NL0683* NAD 83(1996)-  42 34 09.87400(N)    095 38 11.57081(W)     ADJUSTED  
 NL0683* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 NL0683  ___________________________________________________________________
 NL0683  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 NL0683  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 NL0683
 NL0683  HORZ ORDER  -  SECOND
 NL0683
 NL0683.The horizontal coordinates were established by classical geodetic methods
 NL0683.and adjusted by the National Geodetic Survey in May 1999..
 NL0683
 NL0683.The orthometric height was scaled from a topographic map.
 NL0683
 NL0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0683
 NL0683.The geoid height was determined by GEOID03.
 NL0683
 NL0683;                    North         East     Units Scale Factor Converg.
 NL0683;SPC IA N     - 1,121,002.503 1,324,600.282   MT  0.99994683   -1 26 52.9
 NL0683;UTM  15      - 4,716,369.720   283,598.254   MT  1.00017619   -1 47 03.4
 NL0683
 NL0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0683!SPC IA N     -   0.99993311  x   0.99994683  =   0.99987995
 NL0683!UTM  15      -   0.99993311  x   1.00017619  =   1.00010929
 NL0683
 NL0683:                Primary Azimuth Mark                     Grid Az
 NL0683:SPC IA N     -  HOLSTEIN MUNICIPAL TANK                  141 11 17.1
 NL0683:UTM  15      -  HOLSTEIN MUNICIPAL TANK                  141 31 27.6
 NL0683
 NL0683|---------------------------------------------------------------------|
 NL0683| PID    Reference Object                     Distance      Geod. Az  |
 NL0683|                                                           dddmmss.s |
 NL0683| NL0641 HOLSTEIN MUNICIPAL TANK             APPROX.11.8 KM 1394424.2 |
 NL0683| CO2373 BUSH RM 1                                          16404     |
 NL0683| CO2374 BUSH RM 2                                          20522     |
 NL0683| CO2372 BUSH AZ MK                                         2803416.5 |
 NL0683| NL0685 BUSH RM 3 AZIMUTH                   498.112 METERS 2811728.2 |
 NL0683|---------------------------------------------------------------------|
 NL0683
 NL0683                          SUPERSEDED SURVEY CONTROL
 NL0683
 NL0683  NAD 83(1996)-  42 34 09.87419(N)    095 38 11.57077(W) AD(       ) 2
 NL0683  NAD 83(1996)-  42 34 09.87360(N)    095 38 11.56979(W) AD(       ) 2
 NL0683  NAD 83(1986)-  42 34 09.87385(N)    095 38 11.56914(W) AD(       ) 2
 NL0683  NAD 27      -  42 34 09.92300(N)    095 38 10.54100(W) AD(       ) 2
 NL0683
 NL0683.Superseded values are not recommended for survey control.
 NL0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0683.See file dsdata.txt to determine how the superseded data were derived.
 NL0683
 NL0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH8359816370(NAD 83)
 NL0683_MARKER: DS = TRIANGULATION STATION DISK
 NL0683_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NL0683
 NL0683  HISTORY     - Date     Condition        Report By
 NL0683  HISTORY     - 1950     MONUMENTED       CGS
 NL0683
 NL0683                          STATION DESCRIPTION
 NL0683
 NL0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0683'THE STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF THE TOWN
 NL0683'OF WASHTA, 1/4 MILE EAST OF COUNTY ROUTE M ON A PROMINENT
 NL0683'CULTIVATED HILL.  IT IS 85 PACES NORTH OF AN EAST AND WEST
 NL0683'FENCE.  THE MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND
 NL0683'AND THE DISK IS STAMPED BUSH 1950.
 NL0683'
 NL0683'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF AN EAST AND WEST FENCE.
 NL0683'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BUSH NO 1
 NL0683'1950.
 NL0683'
 NL0683'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF AN EAST AND WEST FENCE.
 NL0683'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BUSH NO 2
 NL0683'1950.
 NL0683'
 NL0683'THE AZIMUTH MARK IS 31 FEET EAST OF THE APPROXIMATE CENTERLINE
 NL0683'OF COUNTY ROUTE M, 1 FOOT SOUTHEAST OF A WITNESS POST AND 0.5
 NL0683'FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4
 NL0683'INCHES AND THE DISK IS STAMPED BUSH 1950.
 NL0683'
 NL0683'TO REACH FROM THE POST OFFICE IN WASHTA, GO EAST ON COUNTY
 NL0683'ROUTE L FOR 3.9 MILES TO THE JUNCTION WITH COUNTY ROUTE M, TURN
 NL0683'RIGHT ON COUNTY ROUTE M AND GO SOUTH FOR 0.3 MILE TO A GATE
 NL0683'ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO
 NL0683'EAST-SOUTHEAST ACROSS A PASTURE FOR 0.2 TO A FENCE AT THE TOP OF A
 NL0683'RIDGE.  HERE CROSS FENCE AND GO SOUTHEAST ALONG THE RIDGE
 NL0683'FOR 0.15 MILE TO THE HIGHEST PART OF THE HILL AND THE STATION.
 NL0683'
 NL0683'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROUTES L
 NL0683'AND M, GO SOUTH ON COUNTY ROUTE M FOR 0.4 MILE TO THE MARK ON
 NL0683'THE LEFT OR EAST SIDE OF THE ROAD.
 NL0683'
 NL0683'A 64 FOOT SIGNAL AT CUSHING, FIELDING AND DREWS IS VG.
 NL0683'
 NL0683'A 4 FOOT SIGNAL AT QUIMBY AND HOLSTEIN IS VG.
 NL0683'
 NL0683'A 77 FOOT SIGNAL AT PIERSON IS VG.
 NL0683'
 NL0683'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0685 ***********************************************************************
 NL0685  DESIGNATION -  BUSH RM 3 AZIMUTH
 NL0685  PID         -  NL0685
 NL0685  STATE/COUNTY-  IA/CHEROKEE
 NL0685  USGS QUAD   -  WASHTA (1969)
 NL0685
 NL0685                         *CURRENT SURVEY CONTROL
 NL0685  ___________________________________________________________________
 NL0685* NAD 83(1996)-  42 34 13.03411(N)    095 38 32.98796(W)     ADJUSTED  
 NL0685* NAVD 88     -       443.     (meters)    1453.     (feet)  SCALED    
 NL0685  ___________________________________________________________________
 NL0685  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 NL0685  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 NL0685
 NL0685  HORZ ORDER  -  THIRD
 NL0685
 NL0685.The horizontal coordinates were established by classical geodetic methods
 NL0685.and adjusted by the National Geodetic Survey in May 1999..
 NL0685.No horizontal observational check was made to the station.
 NL0685
 NL0685.The orthometric height was scaled from a topographic map.
 NL0685
 NL0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0685
 NL0685.The geoid height was determined by GEOID03.
 NL0685
 NL0685;                    North         East     Units Scale Factor Converg.
 NL0685;SPC IA N     - 1,121,112.338 1,324,114.457   MT  0.99994681   -1 27 07.4
 NL0685;UTM  15      - 4,716,482.430   283,112.971   MT  1.00017878   -1 47 18.0
 NL0685
 NL0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0685!SPC IA N     -   0.99993484  x   0.99994681  =   0.99988165
 NL0685!UTM  15      -   0.99993484  x   1.00017878  =   1.00011360
 NL0685
 NL0685                          SUPERSEDED SURVEY CONTROL
 NL0685
 NL0685  NAD 83(1996)-  42 34 13.03428(N)    095 38 32.98792(W) AD(       ) 3
 NL0685  NAD 83(1996)-  42 34 13.03373(N)    095 38 32.98692(W) AD(       ) 3
 NL0685  NAD 83(1986)-  42 34 13.03399(N)    095 38 32.98626(W) AD(       ) 3
 NL0685  NAD 27      -  42 34 13.08133(N)    095 38 31.95845(W) AD(       ) 3
 NL0685
 NL0685.Superseded values are not recommended for survey control.
 NL0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0685.See file dsdata.txt to determine how the superseded data were derived.
 NL0685
 NL0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH8311316482(NAD 83)
 NL0685_MARKER: DR = REFERENCE MARK DISK
 NL0685_SETTING: 0 = UNSPECIFIED SETTING
 NL0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0685
 NL0685  HISTORY     - Date     Condition        Report By
 NL0685  HISTORY     - 1974     MONUMENTED       NGS
 NL0685
 NL0685                          STATION DESCRIPTION
 NL0685
 NL0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 NL0685'REFERENCE MARK 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED BUSH 1950
 NL0685'NO 3 1974, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROAD WITH
 NL0685'A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE WITH
 NL0685'GRAVEL AND IS FLUSH WITH THE GROUND SURFACE.
 NL0685'
 NL0685'REFERENCE MARK IS ON THE EAST EDGE OF COUNTY ROAD RIGHT-OF-WAY, 1
 NL0685'FOOT SOUTH OF A METAL WITNESS POST, 2 FEET WEST OF A NORTH-SOUTH
 NL0685'FENCE AND JUST OVER BREAK OF HILL GOING SOUTH.
 NL0685'
 NL0685'TO REACH REFERENCE MARK 3 FROM THE JUNCTION OF COUNTY ROAD C66 AND
 NL0685'THE COUNTY ROAD LEADING SOUTH, GO SOUTH FOR 0.4 MILE TO THE
 NL0685'REFERENCE MARK 3 ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0636 ***********************************************************************
 MH0636  DESIGNATION -  BUTCHER
 MH0636  PID         -  MH0636
 MH0636  STATE/COUNTY-  IA/MONROE
 MH0636  USGS QUAD   -  WELLER (1982)
 MH0636
 MH0636                         *CURRENT SURVEY CONTROL
 MH0636  ___________________________________________________________________
 MH0636* NAD 83(1996)-  41 05 04.25626(N)    093 02 29.55788(W)     ADJUSTED  
 MH0636* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 MH0636  ___________________________________________________________________
 MH0636  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 MH0636  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 MH0636
 MH0636  HORZ ORDER  -  SECOND
 MH0636
 MH0636.The horizontal coordinates were established by classical geodetic methods
 MH0636.and adjusted by the National Geodetic Survey in May 1999..
 MH0636
 MH0636.The orthometric height was scaled from a topographic map.
 MH0636
 MH0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0636
 MH0636.The geoid height was determined by GEOID03.
 MH0636
 MH0636;                    North         East     Units Scale Factor Converg.
 MH0636;SPC IA S     -   120,535.091   538,520.891   MT  0.99995042   +0 18 07.1
 MH0636;UTM  15      - 4,548,139.999   496,510.565   MT  0.99960015   -0 01 38.3
 MH0636
 MH0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0636!SPC IA S     -   0.99995763  x   0.99995042  =   0.99990805
 MH0636!UTM  15      -   0.99995763  x   0.99960015  =   0.99955779
 MH0636
 MH0636:                Primary Azimuth Mark                     Grid Az
 MH0636:SPC IA S     -  GEORGETOWN ST PATRICKS CHURCH            137 12 19.8
 MH0636:UTM  15      -  GEORGETOWN ST PATRICKS CHURCH            137 32 05.2
 MH0636
 MH0636|---------------------------------------------------------------------|
 MH0636| PID    Reference Object                     Distance      Geod. Az  |
 MH0636|                                                           dddmmss.s |
 MH0636| MH0560 GEORGETOWN ST PATRICKS CHURCH       APPROX.10.7 KM 1373026.9 |
 MH0636| CL8987 BUTCHER RM 1                         14.915 METERS 21117     |
 MH0636| CL8986 BUTCHER AZ MK                                      3580948.0 |
 MH0636| CL8988 BUTCHER RM 2                         64.416 METERS 35845     |
 MH0636|---------------------------------------------------------------------|
 MH0636
 MH0636                          SUPERSEDED SURVEY CONTROL
 MH0636
 MH0636  NAD 83(1986)-  41 05 04.26179(N)    093 02 29.57120(W) AD(       ) 2
 MH0636  NAD 27      -  41 05 04.25330(N)    093 02 28.83940(W) AD(       ) 2
 MH0636
 MH0636.Superseded values are not recommended for survey control.
 MH0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0636.See file dsdata.txt to determine how the superseded data were derived.
 MH0636
 MH0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF9651148140(NAD 83)
 MH0636_MARKER: DS = TRIANGULATION STATION DISK
 MH0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0636
 MH0636  HISTORY     - Date     Condition        Report By
 MH0636  HISTORY     - 1956     MONUMENTED       CGS
 MH0636
 MH0636                          STATION DESCRIPTION
 MH0636
 MH0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0636'THE STATION IS ABOUT 8 MILES NORTH OF MELROSE, 8 MILES SOUTHWEST
 MH0636'OF LOVILIA, AND IN SECTION 34, T. 73 N., R. 19 W., ON PROPERTY
 MH0636'OF MR. RUSSELL MADDY.
 MH0636'
 MH0636'TO REACH STATION FROM THE VILLAGE OF GEORGETOWN, GO WEST ON
 MH0636'U.S. HIGHWAY 34 FOR 5.5 MILES TO JUNCTION OF STATE HIGHWAY
 MH0636'68 AND HIGHWAY 34.  CONTINUE WEST ON HIGHWAY 34 FOR 0.75
 MH0636'MILE TO A SIDE ROAD RIGHT AND A SCHOOL HOUSE IN THE NORTHWEST
 MH0636'ANGLE OF ROAD.  TURN RIGHT, GO NORTH ON GRAVEL ROAD FOR 5.15
 MH0636'MILES TO CROSSROADS.  CONTINUE NORTH AND EASTERLY FOR 2.6 MILES
 MH0636'TO A T-ROAD JUNCTION.  TURN RIGHT, GO SOUTH AND EAST ON A THIN
 MH0636'GRAVEL ROAD FOR 1.3 MILES TO A ROAD FORK AT SCHOOL HOUSE ON
 MH0636'RIGHT AND AZIMUTH MARK ON THE LEFT.  TURN RIGHT, GO SOUTH FOR
 MH0636'0.2 MILE TO A SIDE ROAD ON THE LEFT.  KEEP STRAIGHT AHEAD
 MH0636'FOR 0.1 MILE TO STATION ON THE LEFT.
 MH0636'
 MH0636'STATION MARKS ARE STANDARD DISKS STAMPED BUTCHER 1956.  THE
 MH0636'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS 14 INCHES
 MH0636'BELOW GROUND SURFACE.  IT IS 212 FEET SOUTH OF FENCE CORNER, 159
 MH0636'FEET NORTH-NORTHEAST OF A POWER LINE POLE, AND 14 FEET EAST OF
 MH0636'CENTER OF ROAD.  A STANDARD WITNESS POST WAS SET 6 FEET WEST OF
 MH0636'MARK IN FENCE LINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MH0636'MASS OF CONCRETE 36 INCHES BELOW GROUND SURFACE.
 MH0636'
 MH0636'REFERENCE MARK 1, A STANDARD DISK STAMPED BUTCHER NO 1 1956,
 MH0636'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MH0636'IT IS 116 FEET NORTH OF A POWER LINE POLE, 10 FEET WEST OF
 MH0636'CENTER OF ROAD, AND 1 FOOT EAST OF FENCE LINE.
 MH0636'
 MH0636'REFERENCE MARK 2, A STANDARD DISK STAMPED BUTCHER NO 2 1956,
 MH0636'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 MH0636'IS ABOUT 75 FEET SOUTH OF ROAD JUNCTION, 14 FEET EAST OF CENTER
 MH0636'OF ROAD, AND 1 FOOT SOUTHEAST OF FENCE CORNER.
 MH0636'
 MH0636'AZIMUTH MARK, A STANDARD DISK STAMPED BUTCHER 1956, IS SET IN A
 MH0636'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 81 FEET NORTH
 MH0636'OF THE NORTHEAST CORNER OF SCHOOL HOUSE, 27 FEET NORTH-NORTHWEST
 MH0636'OF ROAD JUNCTION, 23 FEET SOUTH OF RIGHT-OF-WAY FENCE, AND
 MH0636'2 FEET WEST OF A POWER LINE POLE WITH TRANSFORMER.  A STANDARD
 MH0636'WITNESS POST WAS SET 2 FEET NORTH OF MARK.
 MH0636'
 MH0636'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0178 ***********************************************************************
 OQ0178  DESIGNATION -  C
 OQ0178  PID         -  OQ0178
 OQ0178  STATE/COUNTY-  IA/LYON
 OQ0178  USGS QUAD   -  CANTON (1978)
 OQ0178
 OQ0178                         *CURRENT SURVEY CONTROL
 OQ0178  ___________________________________________________________________
 OQ0178* NAD 83(1986)-  43 15 40.     (N)    096 33 13.     (W)     SCALED    
 OQ0178* NAVD 88     -       377.001  (meters)    1236.88   (feet)  ADJUSTED  
 OQ0178  ___________________________________________________________________
 OQ0178  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 OQ0178  DYNAMIC HT  -         376.898 (meters)    1236.54  (feet)  COMP
 OQ0178  MODELED GRAV-     980,334.3   (mgal)                       NAVD 88
 OQ0178
 OQ0178  VERT ORDER  -  FIRST     CLASS II
 OQ0178
 OQ0178.The horizontal coordinates were scaled from a topographic map and have
 OQ0178.an estimated accuracy of +/- 6 seconds.
 OQ0178
 OQ0178.The orthometric height was determined by differential leveling
 OQ0178.and adjusted by the National Geodetic Survey in June 1991..
 OQ0178.WARNING-Repeat measurements at this control monument indicate possible
 OQ0178.vertical movement.
 OQ0178
 OQ0178.The geoid height was determined by GEOID03.
 OQ0178
 OQ0178.The dynamic height is computed by dividing the NAVD 88
 OQ0178.geopotential number by the normal gravity value computed on the
 OQ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0178.degrees latitude (g = 980.6199 gals.).
 OQ0178
 OQ0178.The modeled gravity was interpolated from observed gravity values.
 OQ0178
 OQ0178;                    North         East    Units  Estimated Accuracy
 OQ0178;SPC IA N     - 1,200,100.    1,252,120.      MT  (+/- 180 meters Scaled)
 OQ0178
 OQ0178                          SUPERSEDED SURVEY CONTROL
 OQ0178
 OQ0178  NGVD 29 (??/??/92)  376.769  (m)         1236.12   (f) ADJ UNCH    1 2
 OQ0178
 OQ0178.Superseded values are not recommended for survey control.
 OQ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0178.See file dsdata.txt to determine how the superseded data were derived.
 OQ0178
 OQ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN985927(NAD 83)
 OQ0178_MARKER: B = BOLT
 OQ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0178_SP_SET: JASPER STONE
 OQ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0178+STABILITY: SURFACE MOTION
 OQ0178
 OQ0178  HISTORY     - Date     Condition        Report By
 OQ0178  HISTORY     - UNK      MONUMENTED       CGS
 OQ0178  HISTORY     - 1949     GOOD             NGS
 OQ0178
 OQ0178                          STATION DESCRIPTION
 OQ0178
 OQ0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 OQ0178'3.6 MI S FROM CANTON.
 OQ0178'3.65 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0178'PACIFIC RAILROAD FROM THE RAILROAD STATION AT CANTON, 14 RAILS
 OQ0178'NORTHWEST OF THE NORTHWEST END OF RAILROAD BRIDGE T-638, 10
 OQ0178'POLES NORTHWEST OF MILE-POST 46, 35.0 FEET SOUTHWEST OF THE
 OQ0178'SOUTHWEST RAIL, 17.0 FEET NORTHWEST OF THE CENTER LINE OF A
 OQ0178'PRIVATE ROAD, 3.0 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE,
 OQ0178'1.5 FEET SOUTHEAST OF A REFERENCE POST, THE TOP OF A
 OQ0178'COPPER BOLT LEADED IN THE TOP OF A PINK JASPER STONE POST
 OQ0178'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9196 ***********************************************************************
 AE9196  DESIGNATION -  C
 AE9196  PID         -  AE9196
 AE9196  STATE/COUNTY-  IA/JOHNSON
 AE9196  USGS QUAD   -  SWISHER (1994)
 AE9196
 AE9196                         *CURRENT SURVEY CONTROL
 AE9196  ___________________________________________________________________
 AE9196* NAD 83(1986)-  41 51 37.     (N)    091 38 48.     (W)     SCALED    
 AE9196* NAVD 88     -       252.512  (meters)     828.45   (feet)  ADJUSTED  
 AE9196  ___________________________________________________________________
 AE9196  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 AE9196  DYNAMIC HT  -         252.417 (meters)     828.14  (feet)  COMP
 AE9196  MODELED GRAV-     980,237.3   (mgal)                       NAVD 88
 AE9196
 AE9196  VERT ORDER  -  SECOND    CLASS I
 AE9196
 AE9196.The horizontal coordinates were scaled from a topographic map and have
 AE9196.an estimated accuracy of +/- 6 seconds.
 AE9196
 AE9196.The orthometric height was determined by differential leveling
 AE9196.and adjusted by the National Geodetic Survey in July 2002..
 AE9196
 AE9196.The geoid height was determined by GEOID03.
 AE9196
 AE9196.The dynamic height is computed by dividing the NAVD 88
 AE9196.geopotential number by the normal gravity value computed on the
 AE9196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9196.degrees latitude (g = 980.6199 gals.).
 AE9196
 AE9196.The modeled gravity was interpolated from observed gravity values.
 AE9196
 AE9196;                    North         East    Units  Estimated Accuracy
 AE9196;SPC IA S     -   208,230.      653,880.      MT  (+/- 180 meters Scaled)
 AE9196
 AE9196                          SUPERSEDED SURVEY CONTROL
 AE9196
 AE9196.No superseded survey control is available for this station.
 AE9196
 AE9196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG123351(NAD 83)
 AE9196_MARKER: Z = SEE DESCRIPTION
 AE9196_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE9196_SP_SET: HEADWALL
 AE9196_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9196+STABILITY: SURFACE MOTION
 AE9196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9196+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1998
 AE9196
 AE9196  HISTORY     - Date     Condition        Report By
 AE9196  HISTORY     - UNK      MONUMENTED
 AE9196  HISTORY     - 19980108 GOOD             NGS
 AE9196
 AE9196                          STATION DESCRIPTION
 AE9196
 AE9196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9196'0.3 KM (0.20 MI) NORTHERLY ALONG ROSE AVENUE FROM THE POST OFFICE IN
 AE9196'SWISHER, THENCE 4.0 KM (2.50 MI) EASTERLY ALONG DIVISION STREET AND
 AE9196'COUNTY ROAD F-12, THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG CLUB ROAD, A
 AE9196'REBAR IN TOP OF AND 0.5 M (1.6 FT) NORTH OF THE SOUTH END OF THE EAST
 AE9196'CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD, 29.0 M (95.1 FT) SOUTH
 AE9196'OF THE CENTER OF A DRIVEWAY LEADING TO 1004 CLUB ROAD, 5.7 M (18.7 FT)
 AE9196'EAST OF THE ROAD CENTER, 0.7 M (2.3 FT) NORTH OF A POST, AND 0.5 M
 AE9196'(1.6 FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0117 ***********************************************************************
 OP0117  DESIGNATION -  C 1
 OP0117  PID         -  OP0117
 OP0117  STATE/COUNTY-  IA/KOSSUTH
 OP0117  USGS QUAD   -  LEDYARD (1972)
 OP0117
 OP0117                         *CURRENT SURVEY CONTROL
 OP0117  ___________________________________________________________________
 OP0117* NAD 83(1986)-  43 25 17.     (N)    094 09 48.     (W)     SCALED    
 OP0117* NAVD 88     -       348.939  (meters)    1144.81   (feet)  ADJUSTED  
 OP0117  ___________________________________________________________________
 OP0117  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 OP0117  DYNAMIC HT  -         348.860 (meters)    1144.55  (feet)  COMP
 OP0117  MODELED GRAV-     980,382.2   (mgal)                       NAVD 88
 OP0117
 OP0117  VERT ORDER  -  FIRST     CLASS II
 OP0117
 OP0117.The horizontal coordinates were scaled from a topographic map and have
 OP0117.an estimated accuracy of +/- 6 seconds.
 OP0117
 OP0117.The orthometric height was determined by differential leveling
 OP0117.and adjusted by the National Geodetic Survey in June 1991..
 OP0117
 OP0117.The geoid height was determined by GEOID03.
 OP0117
 OP0117.The dynamic height is computed by dividing the NAVD 88
 OP0117.geopotential number by the normal gravity value computed on the
 OP0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0117.degrees latitude (g = 980.6199 gals.).
 OP0117
 OP0117.The modeled gravity was interpolated from observed gravity values.
 OP0117
 OP0117;                    North         East    Units  Estimated Accuracy
 OP0117;SPC IA N     - 1,213,640.    1,446,280.      MT  (+/- 180 meters Scaled)
 OP0117
 OP0117                          SUPERSEDED SURVEY CONTROL
 OP0117
 OP0117  NGVD 29 (??/??/92)  348.894  (m)         1144.66   (f) ADJ UNCH    1 2
 OP0117
 OP0117.Superseded values are not recommended for survey control.
 OP0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0117.See file dsdata.txt to determine how the superseded data were derived.
 OP0117
 OP0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ058082(NAD 83)
 OP0117_MARKER: DB = BENCH MARK DISK
 OP0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0117_STAMPING: 1144.663 C 1 1930
 OP0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0117+STABILITY: SURFACE MOTION
 OP0117
 OP0117  HISTORY     - Date     Condition        Report By
 OP0117  HISTORY     - 1930     MONUMENTED       CGS
 OP0117  HISTORY     - 1934     GOOD             NGS
 OP0117  HISTORY     - 1972     MARK NOT FOUND   USGS
 OP0117
 OP0117                          STATION DESCRIPTION
 OP0117
 OP0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0117'IN LEDYARD.
 OP0117'AT LEDYARD, KOSSUTH COUNTY, 18 RAILS SOUTH ALONG THE CHICAGO AND NORTH
 OP0117'WESTERN RAILWAY FROM THE STATION, 200 FEET SOUTH OF THE MAIN STREET
 OP0117'CROSSING, NEAR A CORNER OF THE FENCE AROUND THE F. WEYERHAEUSER LUMBER
 OP0117'YARD, AND 56 FEET WEST OF THE CENTERLINE OF THE TRACK. A STANDARD
 OP0117'DISK, STAMPED 1144.663 C 1 1930 AND SET IN THE TOP OF A CONCRETE POST.
 OP0117
 OP0117                          STATION RECOVERY (1972)
 OP0117
 OP0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0189 ***********************************************************************
 MH0189  DESIGNATION -  C 10
 MH0189  PID         -  MH0189
 MH0189  STATE/COUNTY-  IA/JASPER
 MH0189  USGS QUAD   -  COLFAX (1965)
 MH0189
 MH0189                         *CURRENT SURVEY CONTROL
 MH0189  ___________________________________________________________________
 MH0189* NAD 83(1986)-  41 40 45.     (N)    093 14 46.     (W)     SCALED    
 MH0189* NAVD 88     -       241.339  (meters)     791.79   (feet)  ADJUSTED  
 MH0189  ___________________________________________________________________
 MH0189  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 MH0189  DYNAMIC HT  -         241.238 (meters)     791.46  (feet)  COMP
 MH0189  MODELED GRAV-     980,201.0   (mgal)                       NAVD 88
 MH0189
 MH0189  VERT ORDER  -  FIRST     CLASS II
 MH0189
 MH0189.The horizontal coordinates were scaled from a topographic map and have
 MH0189.an estimated accuracy of +/- 6 seconds.
 MH0189
 MH0189.The orthometric height was determined by differential leveling
 MH0189.and adjusted by the National Geodetic Survey in June 1991..
 MH0189
 MH0189.The geoid height was determined by GEOID03.
 MH0189
 MH0189.The dynamic height is computed by dividing the NAVD 88
 MH0189.geopotential number by the normal gravity value computed on the
 MH0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0189.degrees latitude (g = 980.6199 gals.).
 MH0189
 MH0189.The modeled gravity was interpolated from observed gravity values.
 MH0189
 MH0189;                    North         East    Units  Estimated Accuracy
 MH0189;SPC IA S     -   186,500.      521,140.      MT  (+/- 180 meters Scaled)
 MH0189
 MH0189                          SUPERSEDED SURVEY CONTROL
 MH0189
 MH0189  NGVD 29 (??/??/92)  241.304  (m)          791.68   (f) ADJ UNCH    1 2
 MH0189
 MH0189.Superseded values are not recommended for survey control.
 MH0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0189.See file dsdata.txt to determine how the superseded data were derived.
 MH0189
 MH0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG795141(NAD 83)
 MH0189_MARKER: DB = BENCH MARK DISK
 MH0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0189_STAMPING: C 10 1933
 MH0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0189+STABILITY: SURFACE MOTION
 MH0189
 MH0189  HISTORY     - Date     Condition        Report By
 MH0189  HISTORY     - 1933     MONUMENTED       CGS
 MH0189  HISTORY     - 1934     GOOD             NGS
 MH0189
 MH0189                          STATION DESCRIPTION
 MH0189
 MH0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0189'AT COLFAX.
 MH0189'AT COLFAX, JASPER COUNTY, 100 FEET NORTHEAST OF THE NORTHEAST
 MH0189'CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY CO.
 MH0189'STATION, 57 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 42
 MH0189'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 64, AND 5 FEET
 MH0189'WEST OF THE WEST EDGE OF THE SIDEWALK.  A STANDARD DISK, STAMPED
 MH0189'C 10 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1460 ***********************************************************************
 MJ1460  DESIGNATION -  C 101 RESET
 MJ1460  PID         -  MJ1460
 MJ1460  STATE/COUNTY-  IA/GUTHRIE
 MJ1460  USGS QUAD   -  NORTH BRANCH (1971)
 MJ1460
 MJ1460                         *CURRENT SURVEY CONTROL
 MJ1460  ___________________________________________________________________
 MJ1460* NAD 83(1986)-  41 40 22.     (N)    094 38 01.     (W)     SCALED    
 MJ1460* NAVD 88     -       398.08   (meters)    1306.0    (feet)  RESET     
 MJ1460  ___________________________________________________________________
 MJ1460  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 MJ1460
 MJ1460  VERT ORDER  -  THIRD
 MJ1460
 MJ1460.The horizontal coordinates were scaled from a topographic map and have
 MJ1460.an estimated accuracy of +/- 6 seconds.
 MJ1460
 MJ1460.The orthometric height was computed from unverified reset data.
 MJ1460
 MJ1460.The geoid height was determined by GEOID03.
 MJ1460
 MJ1460;                    North         East    Units  Estimated Accuracy
 MJ1460;SPC IA S     -   186,380.      405,600.      MT  (+/- 180 meters Scaled)
 MJ1460
 MJ1460                          SUPERSEDED SURVEY CONTROL
 MJ1460
 MJ1460  NGVD 29 (05/12/04)  398.03   (m)         1305.9    (f) RESET       3  
 MJ1460
 MJ1460.Superseded values are not recommended for survey control.
 MJ1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1460.See file dsdata.txt to determine how the superseded data were derived.
 MJ1460
 MJ1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG640147(NAD 83)
 MJ1460_MARKER: DB = BENCH MARK DISK
 MJ1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1460_SP_SET: CONCRETE POST
 MJ1460_STAMPING: C 101 RESET 1977
 MJ1460_MARK LOGO: NGS   
 MJ1460_PROJECTION: FLUSH
 MJ1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1460+STABILITY: SURFACE MOTION
 MJ1460
 MJ1460  HISTORY     - Date     Condition        Report By
 MJ1460  HISTORY     - 1977     MONUMENTED       IAHD
 MJ1460
 MJ1460                          STATION DESCRIPTION
 MJ1460
 MJ1460'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1977
 MJ1460'11.4 KM (7.10 MI) WEST FROM GUTHRIE CENTER.
 MJ1460'11.43 KM (7.10 MI) WEST ALONG STATE HIGHWAY 44, FROM THE JUNCTION WITH
 MJ1460'STATE HIGHWAY 25 IN GUTHRIE CENTER, TO AN OVERHEAD POWERLINE AND THE
 MJ1460'MARK, 51.8 M (169.9 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 MJ1460'30.25 M (99.2 FT) NORTHWEST OF A POWERLINE POLE, 0.15 M (0.5 FT)
 MJ1460'SOUTH FROM A FENCE.
 MJ1460'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MJ1460'THE MARK IS 9.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0123 ***********************************************************************
 NL0123  DESIGNATION -  C 102
 NL0123  PID         -  NL0123
 NL0123  STATE/COUNTY-  IA/GREENE
 NL0123  USGS QUAD   -  JEFFERSON EAST (1986)
 NL0123
 NL0123                         *CURRENT SURVEY CONTROL
 NL0123  ___________________________________________________________________
 NL0123* NAD 83(1986)-  42 00 54.     (N)    094 22 04.     (W)     SCALED    
 NL0123* NAVD 88     -       323.791  (meters)    1062.30   (feet)  ADJUSTED  
 NL0123  ___________________________________________________________________
 NL0123  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 NL0123  DYNAMIC HT  -         323.700 (meters)    1062.01  (feet)  COMP
 NL0123  MODELED GRAV-     980,329.1   (mgal)                       NAVD 88
 NL0123
 NL0123  VERT ORDER  -  SECOND    CLASS 0
 NL0123
 NL0123.The horizontal coordinates were scaled from a topographic map and have
 NL0123.an estimated accuracy of +/- 6 seconds.
 NL0123
 NL0123.The orthometric height was determined by differential leveling
 NL0123.and adjusted by the National Geodetic Survey in June 1991..
 NL0123
 NL0123.The geoid height was determined by GEOID03.
 NL0123
 NL0123.The dynamic height is computed by dividing the NAVD 88
 NL0123.geopotential number by the normal gravity value computed on the
 NL0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0123.degrees latitude (g = 980.6199 gals.).
 NL0123
 NL0123.The modeled gravity was interpolated from observed gravity values.
 NL0123
 NL0123;                    North         East    Units  Estimated Accuracy
 NL0123;SPC IA N     - 1,057,570.    1,428,120.      MT  (+/- 180 meters Scaled)
 NL0123
 NL0123                          SUPERSEDED SURVEY CONTROL
 NL0123
 NL0123  NGVD 29 (??/??/92)  323.76   (m)         1062.2    (f) COMPUTED    2 0
 NL0123
 NL0123.Superseded values are not recommended for survey control.
 NL0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0123.See file dsdata.txt to determine how the superseded data were derived.
 NL0123
 NL0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG867523(NAD 83)
 NL0123_MARKER: DB = BENCH MARK DISK
 NL0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0123_SP_SET: CONCRETE FOUNDATION
 NL0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0123
 NL0123  HISTORY     - Date     Condition        Report By
 NL0123  HISTORY     - 1935     MONUMENTED       CGS
 NL0123
 NL0123                          STATION DESCRIPTION
 NL0123
 NL0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0123'AT JEFFERSON.
 NL0123'AT JEFFERSON AT THE LINCOLN HIGHWAY (U.S. HIGHWAY 30) CROSSING
 NL0123'AT THE C.M. ST. AND P. DEPOT.  SET IN THE FOUNDATION OF THE
 NL0123'CROSSING WARNING SIGNAL, 13 FEET WEST OF THE CENTERLINE OF THE
 NL0123'TRACK, 2 FEET ABOVE THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0124 ***********************************************************************
 NL0124  DESIGNATION -  C 102 RESET
 NL0124  PID         -  NL0124
 NL0124  STATE/COUNTY-  IA/GREENE
 NL0124  USGS QUAD   -  JEFFERSON EAST (1986)
 NL0124
 NL0124                         *CURRENT SURVEY CONTROL
 NL0124  ___________________________________________________________________
 NL0124* NAD 83(1986)-  42 00 55.     (N)    094 22 04.     (W)     SCALED    
 NL0124* NAVD 88     -       323.29   (meters)    1060.7    (feet)  RESET     
 NL0124  ___________________________________________________________________
 NL0124  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 NL0124
 NL0124  VERT ORDER  -  THIRD
 NL0124
 NL0124.The horizontal coordinates were scaled from a topographic map and have
 NL0124.an estimated accuracy of +/- 6 seconds.
 NL0124
 NL0124.The orthometric height was computed from unverified reset data.
 NL0124
 NL0124.The geoid height was determined by GEOID03.
 NL0124
 NL0124;                    North         East    Units  Estimated Accuracy
 NL0124;SPC IA N     - 1,057,600.    1,428,120.      MT  (+/- 180 meters Scaled)
 NL0124
 NL0124                          SUPERSEDED SURVEY CONTROL
 NL0124
 NL0124  NGVD 29 (??/??/??)  323.26   (m)         1060.6    (f) RESET       3  
 NL0124
 NL0124.Superseded values are not recommended for survey control.
 NL0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0124.See file dsdata.txt to determine how the superseded data were derived.
 NL0124
 NL0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG867523(NAD 83)
 NL0124_MARKER: DB = BENCH MARK DISK
 NL0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0124_STAMPING: C 102 RESET 1939
 NL0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0124+STABILITY: SURFACE MOTION
 NL0124
 NL0124  HISTORY     - Date     Condition        Report By
 NL0124  HISTORY     - 1939     MONUMENTED       CGS
 NL0124  HISTORY     - 1960     MARK NOT FOUND   NGS
 NL0124
 NL0124                          STATION DESCRIPTION
 NL0124
 NL0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NL0124'AT JEFFERSON.
 NL0124'AT JEFFERSON, GREENE COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 NL0124'PAUL AND PACIFIC RAILROAD, 54.6 FEET NORTHEAST OF THE NORTHWEST
 NL0124'CORNER OF THE STATION, 59.6 FEET WEST OF THE NORTHWEST CORNER
 NL0124'OF THE COAL SHED, 21.8 FEET SOUTHWEST OF A FLASHING DANGER
 NL0124'SIGNAL, 12.4 FEET SOUTHEAST OF A FIRE HYDRANT, AT THE NORTHEAST
 NL0124'CORNER OF THE STATION YARD, 2.8 FEET SOUTH OF THE EAST AND WEST
 NL0124'IRON FENCE, AND 2.8 FEET WEST OF THE NORTH AND SOUTH IRON FENCE.
 NL0124'A STANDARD DISK, STAMPED C 102 RESET 1939 AND SET IN THE TOP OF A
 NL0124'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0141 ***********************************************************************
 MJ0141  DESIGNATION -  C 104
 MJ0141  PID         -  MJ0141
 MJ0141  STATE/COUNTY-  IA/ADAIR
 MJ0141  USGS QUAD   -  ORIENT (1981)
 MJ0141
 MJ0141                         *CURRENT SURVEY CONTROL
 MJ0141  ___________________________________________________________________
 MJ0141* NAD 83(1986)-  41 12 02.     (N)    094 24 51.     (W)     SCALED    
 MJ0141* NAVD 88     -       410.683  (meters)    1347.38   (feet)  ADJUSTED  
 MJ0141  ___________________________________________________________________
 MJ0141  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 MJ0141  DYNAMIC HT  -         410.480 (meters)    1346.72  (feet)  COMP
 MJ0141  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 MJ0141
 MJ0141  VERT ORDER  -  SECOND    CLASS 0
 MJ0141
 MJ0141.The horizontal coordinates were scaled from a topographic map and have
 MJ0141.an estimated accuracy of +/- 6 seconds.
 MJ0141
 MJ0141.The orthometric height was determined by differential leveling
 MJ0141.and adjusted by the National Geodetic Survey in June 1991..
 MJ0141
 MJ0141.The geoid height was determined by GEOID03.
 MJ0141
 MJ0141.The dynamic height is computed by dividing the NAVD 88
 MJ0141.geopotential number by the normal gravity value computed on the
 MJ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0141.degrees latitude (g = 980.6199 gals.).
 MJ0141
 MJ0141.The modeled gravity was interpolated from observed gravity values.
 MJ0141
 MJ0141;                    North         East    Units  Estimated Accuracy
 MJ0141;SPC IA S     -   133,720.      423,330.      MT  (+/- 180 meters Scaled)
 MJ0141
 MJ0141                          SUPERSEDED SURVEY CONTROL
 MJ0141
 MJ0141  NGVD 29 (??/??/92)  410.553  (m)         1346.96   (f) ADJ UNCH    2 0
 MJ0141
 MJ0141.Superseded values are not recommended for survey control.
 MJ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0141.See file dsdata.txt to determine how the superseded data were derived.
 MJ0141
 MJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF814619(NAD 83)
 MJ0141_MARKER: DB = BENCH MARK DISK
 MJ0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0141_SP_SET: CONCRETE FOOTING
 MJ0141_STAMPING: C 104 1935
 MJ0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0141
 MJ0141  HISTORY     - Date     Condition        Report By
 MJ0141  HISTORY     - 1935     MONUMENTED       CGS
 MJ0141  HISTORY     - 1971     GOOD             NGS
 MJ0141  HISTORY     - 1975     GOOD             LOCENG
 MJ0141
 MJ0141                          STATION DESCRIPTION
 MJ0141
 MJ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0141'AT ORIENT.
 MJ0141'AT ORIENT, ADAIR COUNTY, AT THE CONSOLIDATED SCHOOL, AT THE
 MJ0141'FRONT ENTRANCE, IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH
 MJ0141'CONCRETE FOOTING, 6 FEET SOUTH OF THE CENTER OF THE ENTRANCE, 4
 MJ0141'INCHES WEST OF THE WALL, AND 1 FOOT ABOVE THE GROUND.  A STANDARD
 MJ0141'DISK, STAMPED C 104 1935.
 MJ0141
 MJ0141                          STATION RECOVERY (1971)
 MJ0141
 MJ0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MJ0141'RECOVERED IN GOOD CONDITION.
 MJ0141
 MJ0141                          STATION RECOVERY (1975)
 MJ0141
 MJ0141'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 MJ0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0041 ***********************************************************************
 LF0041  DESIGNATION -  C 105
 LF0041  PID         -  LF0041
 LF0041  STATE/COUNTY-  IA/RINGGOLD
 LF0041  USGS QUAD   -  TINGLEY (1981)
 LF0041
 LF0041                         *CURRENT SURVEY CONTROL
 LF0041  ___________________________________________________________________
 LF0041* NAD 83(1986)-  40 46 00.     (N)    094 13 26.     (W)     SCALED    
 LF0041* NAVD 88     -       348.288  (meters)    1142.67   (feet)  ADJUSTED  
 LF0041  ___________________________________________________________________
 LF0041  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 LF0041  DYNAMIC HT  -         348.113 (meters)    1142.10  (feet)  COMP
 LF0041  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 LF0041
 LF0041  VERT ORDER  -  SECOND    CLASS 0
 LF0041
 LF0041.The horizontal coordinates were scaled from a topographic map and have
 LF0041.an estimated accuracy of +/- 6 seconds.
 LF0041
 LF0041.The orthometric height was determined by differential leveling
 LF0041.and adjusted by the National Geodetic Survey in June 1991..
 LF0041
 LF0041.The geoid height was determined by GEOID03.
 LF0041
 LF0041.The dynamic height is computed by dividing the NAVD 88
 LF0041.geopotential number by the normal gravity value computed on the
 LF0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0041.degrees latitude (g = 980.6199 gals.).
 LF0041
 LF0041.The modeled gravity was interpolated from observed gravity values.
 LF0041
 LF0041;                    North         East    Units  Estimated Accuracy
 LF0041;SPC IA S     -    85,390.      438,880.      MT  (+/- 180 meters Scaled)
 LF0041
 LF0041                          SUPERSEDED SURVEY CONTROL
 LF0041
 LF0041  NGVD 29 (??/??/92)  348.185  (m)         1142.34   (f) ADJ UNCH    2 0
 LF0041
 LF0041.Superseded values are not recommended for survey control.
 LF0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0041.See file dsdata.txt to determine how the superseded data were derived.
 LF0041
 LF0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF967135(NAD 83)
 LF0041_MARKER: DB = BENCH MARK DISK
 LF0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0041_SP_SET: CULVERT
 LF0041_STAMPING: C 105 1935
 LF0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0041
 LF0041  HISTORY     - Date     Condition        Report By
 LF0041  HISTORY     - 1935     MONUMENTED       CGS
 LF0041  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0041
 LF0041                          STATION DESCRIPTION
 LF0041
 LF0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0041'4.1 MI N FROM MOUNT AYR.
 LF0041'4.1 MILES NORTH ALONG U.S. HIGHWAY 169 FROM THE CHICAGO, BURLINGTON
 LF0041'AND QUINCY RAILROAD STATION AT MOUNT AYR, RINGGOLD COUNTY,
 LF0041'AT A 2- BY 2-FOOT CONCRETE-BOX CULVERT, IN THE TOP OF THE
 LF0041'NORTH END OF THE WEST HEADWALL, 18 FEET WEST OF THE CENTERLINE
 LF0041'OF THE HIGHWAY, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A
 LF0041'STANDARD DISK, STAMPED C 105 1935.
 LF0041
 LF0041                          STATION RECOVERY (1977)
 LF0041
 LF0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0002 ***********************************************************************
 LF0002  DESIGNATION -  C 106
 LF0002  PID         -  LF0002
 LF0002  STATE/COUNTY-  IA/RINGGOLD
 LF0002  USGS QUAD   -  CLEARFIELD (1981)
 LF0002
 LF0002                         *CURRENT SURVEY CONTROL
 LF0002  ___________________________________________________________________
 LF0002* NAD 83(1986)-  40 48 28.     (N)    094 23 12.     (W)     SCALED    
 LF0002* NAVD 88     -       361.418  (meters)    1185.75   (feet)  ADJUSTED  
 LF0002  ___________________________________________________________________
 LF0002  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LF0002  DYNAMIC HT  -         361.236 (meters)    1185.16  (feet)  COMP
 LF0002  MODELED GRAV-     980,109.3   (mgal)                       NAVD 88
 LF0002
 LF0002  VERT ORDER  -  SECOND    CLASS 0
 LF0002
 LF0002.The horizontal coordinates were scaled from a topographic map and have
 LF0002.an estimated accuracy of +/- 6 seconds.
 LF0002
 LF0002.The orthometric height was determined by differential leveling
 LF0002.and adjusted by the National Geodetic Survey in June 1991..
 LF0002
 LF0002.The geoid height was determined by GEOID03.
 LF0002
 LF0002.The dynamic height is computed by dividing the NAVD 88
 LF0002.geopotential number by the normal gravity value computed on the
 LF0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0002.degrees latitude (g = 980.6199 gals.).
 LF0002
 LF0002.The modeled gravity was interpolated from observed gravity values.
 LF0002
 LF0002;                    North         East    Units  Estimated Accuracy
 LF0002;SPC IA S     -    90,080.      425,190.      MT  (+/- 180 meters Scaled)
 LF0002
 LF0002                          SUPERSEDED SURVEY CONTROL
 LF0002
 LF0002  NGVD 29 (??/??/92)  361.30   (m)         1185.4    (f) COMPUTED    2 0
 LF0002
 LF0002.Superseded values are not recommended for survey control.
 LF0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0002.See file dsdata.txt to determine how the superseded data were derived.
 LF0002
 LF0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF830183(NAD 83)
 LF0002_MARKER: DB = BENCH MARK DISK
 LF0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0002_STAMPING: C-106 1935
 LF0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0002+STABILITY: SURFACE MOTION
 LF0002
 LF0002  HISTORY     - Date     Condition        Report By
 LF0002  HISTORY     - 1935     MONUMENTED       CGS
 LF0002
 LF0002                          STATION DESCRIPTION
 LF0002
 LF0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0002'2.7 MI W FROM DIAGONAL.
 LF0002'DEPOT, DIAGONAL, 2.7 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LF0002'AND QUINCY RAILROAD, 21 POLES SOUTHEAST OF MILEPOLE 185.  30
 LF0002'FT NORTHWEST OF CENTERLINE OF PUBLIC ROAD CROSSING, THENCE 21
 LF0002'FT SOUTHWEST OF CENTERLINE OF THE TRACK.  12 FT NORTHEAST OF
 LF0002'TELEGRAPH POLE AND LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0216 ***********************************************************************
 LF0216  DESIGNATION -  C 107
 LF0216  PID         -  LF0216
 LF0216  STATE/COUNTY-  IA/PAGE
 LF0216  USGS QUAD   -  CLARINDA NORTH (1978)
 LF0216
 LF0216                         *CURRENT SURVEY CONTROL
 LF0216  ___________________________________________________________________
 LF0216* NAD 83(1986)-  40 45 09.     (N)    095 07 06.     (W)     SCALED    
 LF0216* NAVD 88     -       333.072  (meters)    1092.75   (feet)  ADJUSTED  
 LF0216  ___________________________________________________________________
 LF0216  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 LF0216  DYNAMIC HT  -         332.895 (meters)    1092.17  (feet)  COMP
 LF0216  MODELED GRAV-     980,083.9   (mgal)                       NAVD 88
 LF0216
 LF0216  VERT ORDER  -  SECOND    CLASS 0
 LF0216
 LF0216.The horizontal coordinates were scaled from a topographic map and have
 LF0216.an estimated accuracy of +/- 6 seconds.
 LF0216
 LF0216.The orthometric height was determined by differential leveling
 LF0216.and adjusted by the National Geodetic Survey in June 1991..
 LF0216
 LF0216.The geoid height was determined by GEOID03.
 LF0216
 LF0216.The dynamic height is computed by dividing the NAVD 88
 LF0216.geopotential number by the normal gravity value computed on the
 LF0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0216.degrees latitude (g = 980.6199 gals.).
 LF0216
 LF0216.The modeled gravity was interpolated from observed gravity values.
 LF0216
 LF0216;                    North         East    Units  Estimated Accuracy
 LF0216;SPC IA S     -    84,840.      363,340.      MT  (+/- 180 meters Scaled)
 LF0216
 LF0216                          SUPERSEDED SURVEY CONTROL
 LF0216
 LF0216  NGVD 29 (??/??/92)  332.955  (m)         1092.37   (f) ADJ UNCH    2 0
 LF0216
 LF0216.Superseded values are not recommended for survey control.
 LF0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0216.See file dsdata.txt to determine how the superseded data were derived.
 LF0216
 LF0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF211134(NAD 83)
 LF0216_MARKER: DB = BENCH MARK DISK
 LF0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0216_STAMPING: C 107 1935
 LF0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0216+STABILITY: SURFACE MOTION
 LF0216
 LF0216  HISTORY     - Date     Condition        Report By
 LF0216  HISTORY     - 1935     MONUMENTED       CGS
 LF0216  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0216
 LF0216                          STATION DESCRIPTION
 LF0216
 LF0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0216'2.4 MI NE FROM YORKTOWN.
 LF0216'2.4 MILES NORTHEAST ALONG THE ABANDONED CHICAGO, BURLINGTON AND
 LF0216'QUINCY RAILROAD FROM THE ABANDONED STATION AT YORKTOWN, PAGE
 LF0216'COUNTY, AT POLE 288+07, AT A ROAD CROSSING, 41 FEET NORTHWEST
 LF0216'OF THE CENTERLINE OF THE OLD ROADBED, 27 FEET SOUTHWEST OF THE
 LF0216'CENTERLINE OF THE ROAD, 4 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE,
 LF0216'AND 2-1/2 FEET HIGHER THAN THE OLD ROADBED.  A STANDARD DISK,
 LF0216'STAMPED C 107 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0216
 LF0216                          STATION RECOVERY (1976)
 LF0216
 LF0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0295 ***********************************************************************
 LF0295  DESIGNATION -  C 108
 LF0295  PID         -  LF0295
 LF0295  STATE/COUNTY-  IA/MONTGOMERY
 LF0295  USGS QUAD   -  STANTON (1978)
 LF0295
 LF0295                         *CURRENT SURVEY CONTROL
 LF0295  ___________________________________________________________________
 LF0295* NAD 83(1986)-  40 55 51.     (N)    095 00 18.     (W)     SCALED    
 LF0295* NAVD 88     -       316.175  (meters)    1037.32   (feet)  ADJUSTED  
 LF0295  ___________________________________________________________________
 LF0295  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LF0295  DYNAMIC HT  -         316.008 (meters)    1036.77  (feet)  COMP
 LF0295  MODELED GRAV-     980,091.0   (mgal)                       NAVD 88
 LF0295
 LF0295  VERT ORDER  -  SECOND    CLASS 0
 LF0295
 LF0295.The horizontal coordinates were scaled from a topographic map and have
 LF0295.an estimated accuracy of +/- 6 seconds.
 LF0295
 LF0295.The orthometric height was determined by differential leveling
 LF0295.and adjusted by the National Geodetic Survey in June 1991..
 LF0295
 LF0295.The geoid height was determined by GEOID03.
 LF0295
 LF0295.The dynamic height is computed by dividing the NAVD 88
 LF0295.geopotential number by the normal gravity value computed on the
 LF0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0295.degrees latitude (g = 980.6199 gals.).
 LF0295
 LF0295.The modeled gravity was interpolated from observed gravity values.
 LF0295
 LF0295;                    North         East    Units  Estimated Accuracy
 LF0295;SPC IA S     -   104,460.      373,260.      MT  (+/- 180 meters Scaled)
 LF0295
 LF0295                          SUPERSEDED SURVEY CONTROL
 LF0295
 LF0295  NGVD 29 (??/??/92)  316.064  (m)         1036.95   (f) ADJ UNCH    2 0
 LF0295
 LF0295.Superseded values are not recommended for survey control.
 LF0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0295.See file dsdata.txt to determine how the superseded data were derived.
 LF0295
 LF0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF311330(NAD 83)
 LF0295_MARKER: DB = BENCH MARK DISK
 LF0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0295_STAMPING: C 108 1935
 LF0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0295+STABILITY: SURFACE MOTION
 LF0295
 LF0295  HISTORY     - Date     Condition        Report By
 LF0295  HISTORY     - 1935     MONUMENTED       CGS
 LF0295  HISTORY     - 1984     GOOD             NGS
 LF0295
 LF0295                          STATION DESCRIPTION
 LF0295
 LF0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0295'1.6 MI W FROM VILLISCA.
 LF0295'1.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0295'FROM THE STATION AT VILLISCA, MONTGOMERY COUNTY, MIDWAY BETWEEN
 LF0295'POLES 66+08 AND 66+09, AT A ROAD CROSSING, 40 FEET WEST OF THE
 LF0295'CENTERLINE OF THE ROAD, 12 FEET NORTH OF THE CENTERLINE OF THE
 LF0295'TRACK, 10 FEET SOUTH OF A GATEPOST, AND 1 FOOT LOWER THAN THE
 LF0295'TRACK.  A STANDARD DISK, STAMPED C 108 1935 AND SET IN THE
 LF0295'TOP OF A CONCRETE POST.
 LF0295
 LF0295                          STATION RECOVERY (1984)
 LF0295
 LF0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0295'ABOUT 0.64 KM (0.4 MI) SOUTH ALONG U.S. HIGHWAY 71, FROM THE OVERPASS
 LF0295'BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT THE WEST EDGEOF
 LF0295'VILLISCA, THENCE 1.45 KM (0.9 MI) RIGHT AND WEST ALONG A PAVED ROAD,
 LF0295'THENCE 0.97 KM (0.6 MI) RIGHT AND NORTH ALONG A GRAVELED ROAD TO THE
 LF0295'MARK ON THE LEFT, 15.31 M (50.2 FT) SOUTH FROMA POWERLINE POLE, 10.8
 LF0295'M (35.5 FT) WEST FROM THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0191 ***********************************************************************
 MJ0191  DESIGNATION -  C 109
 MJ0191  PID         -  MJ0191
 MJ0191  STATE/COUNTY-  IA/ADAMS
 MJ0191  USGS QUAD   -  CORNING NORTH (1980)
 MJ0191
 MJ0191                         *CURRENT SURVEY CONTROL
 MJ0191  ___________________________________________________________________
 MJ0191* NAD 83(1986)-  41 00 32.     (N)    094 38 31.     (W)     SCALED    
 MJ0191* NAVD 88     -       350.877  (meters)    1151.17   (feet)  ADJUSTED  
 MJ0191  ___________________________________________________________________
 MJ0191  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 MJ0191  DYNAMIC HT  -         350.698 (meters)    1150.58  (feet)  COMP
 MJ0191  MODELED GRAV-     980,103.0   (mgal)                       NAVD 88
 MJ0191
 MJ0191  VERT ORDER  -  SECOND    CLASS 0
 MJ0191
 MJ0191.The horizontal coordinates were scaled from a topographic map and have
 MJ0191.an estimated accuracy of +/- 6 seconds.
 MJ0191
 MJ0191.The orthometric height was determined by differential leveling
 MJ0191.and adjusted by the National Geodetic Survey in June 1991..
 MJ0191
 MJ0191.The geoid height was determined by GEOID03.
 MJ0191
 MJ0191.The dynamic height is computed by dividing the NAVD 88
 MJ0191.geopotential number by the normal gravity value computed on the
 MJ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0191.degrees latitude (g = 980.6199 gals.).
 MJ0191
 MJ0191.The modeled gravity was interpolated from observed gravity values.
 MJ0191
 MJ0191;                    North         East    Units  Estimated Accuracy
 MJ0191;SPC IA S     -   112,670.      403,940.      MT  (+/- 180 meters Scaled)
 MJ0191
 MJ0191                          SUPERSEDED SURVEY CONTROL
 MJ0191
 MJ0191  NGVD 29 (??/??/92)  350.755  (m)         1150.77   (f) ADJ UNCH    2 0
 MJ0191
 MJ0191.Superseded values are not recommended for survey control.
 MJ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0191.See file dsdata.txt to determine how the superseded data were derived.
 MJ0191
 MJ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF619410(NAD 83)
 MJ0191_MARKER: DB = BENCH MARK DISK
 MJ0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0191_STAMPING: C 109 1935
 MJ0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0191+STABILITY: SURFACE MOTION
 MJ0191
 MJ0191  HISTORY     - Date     Condition        Report By
 MJ0191  HISTORY     - 1935     MONUMENTED       CGS
 MJ0191  HISTORY     - 1941     GOOD             NGS
 MJ0191  HISTORY     - 1975     MARK NOT FOUND   SCS
 MJ0191
 MJ0191                          STATION DESCRIPTION
 MJ0191
 MJ0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MJ0191'1.8 MI W FROM PRESCOTT.
 MJ0191'1.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0191'FROM THE STATION AT PRESCOTT, ADAMS COUNTY, 13 POLES EAST OF
 MJ0191'MILEPOST 409, AT A ROAD CROSSING, 42 FEET NORTH OF THE CENTERLINE
 MJ0191'OF THE NORTH TRACK, 29 FEET EAST OF THE CENTERLINE OF THE ROAD,
 MJ0191'3 FEET SOUTH OF A FENCE LINE, AND ABOUT 1 FOOT LOWER THAN THE
 MJ0191'TRACK.  A STANDARD DISK, STAMPED C 109 1935 AND SET IN THE TOP
 MJ0191'OF A CONCRETE POST.
 MJ0191
 MJ0191                          STATION RECOVERY (1975)
 MJ0191
 MJ0191'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1975
 MJ0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0111 ***********************************************************************
 NK0111  DESIGNATION -  C 11
 NK0111  PID         -  NK0111
 NK0111  STATE/COUNTY-  IA/TAMA
 NK0111  USGS QUAD   -  LINCOLN (1971)
 NK0111
 NK0111                         *CURRENT SURVEY CONTROL
 NK0111  ___________________________________________________________________
 NK0111* NAD 83(1986)-  42 15 45.     (N)    092 41 35.     (W)     SCALED    
 NK0111* NAVD 88     -       323.261  (meters)    1060.57   (feet)  ADJUSTED  
 NK0111  ___________________________________________________________________
 NK0111  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 NK0111  DYNAMIC HT  -         323.138 (meters)    1060.16  (feet)  COMP
 NK0111  MODELED GRAV-     980,233.2   (mgal)                       NAVD 88
 NK0111
 NK0111  VERT ORDER  -  FIRST     CLASS II
 NK0111
 NK0111.The horizontal coordinates were scaled from a topographic map and have
 NK0111.an estimated accuracy of +/- 6 seconds.
 NK0111
 NK0111.The orthometric height was determined by differential leveling
 NK0111.and adjusted by the National Geodetic Survey in June 1991..
 NK0111
 NK0111.The geoid height was determined by GEOID03.
 NK0111
 NK0111.The dynamic height is computed by dividing the NAVD 88
 NK0111.geopotential number by the normal gravity value computed on the
 NK0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0111.degrees latitude (g = 980.6199 gals.).
 NK0111
 NK0111.The modeled gravity was interpolated from observed gravity values.
 NK0111
 NK0111;                    North         East    Units  Estimated Accuracy
 NK0111;SPC IA N     - 1,085,010.    1,566,580.      MT  (+/- 180 meters Scaled)
 NK0111
 NK0111                          SUPERSEDED SURVEY CONTROL
 NK0111
 NK0111  NGVD 29 (??/??/92)  323.241  (m)         1060.50   (f) ADJ UNCH    1 2
 NK0111
 NK0111.Superseded values are not recommended for survey control.
 NK0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0111.See file dsdata.txt to determine how the superseded data were derived.
 NK0111
 NK0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG253789(NAD 83)
 NK0111_MARKER: DB = BENCH MARK DISK
 NK0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0111_STAMPING: C 11 1933
 NK0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0111+STABILITY: SURFACE MOTION
 NK0111
 NK0111  HISTORY     - Date     Condition        Report By
 NK0111  HISTORY     - 1933     MONUMENTED       CGS
 NK0111  HISTORY     - 1934     GOOD             NGS
 NK0111
 NK0111                          STATION DESCRIPTION
 NK0111
 NK0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0111'AT LINCOLN.
 NK0111'AT LINCOLN, TAMA COUNTY, 93 FEET NORTH OF THE NORTH END OF THE
 NK0111'CHICAGO GREAT WESTERN RAILROAD STATION AT POLE 297+19, 57 FEET
 NK0111'SOUTH OF THE CENTERLINE OF A STREET CROSSING THE RAILROAD, 44
 NK0111'FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, AND 20 FEET SOUTH
 NK0111'OF THE SOUTH EDGE OF A SIDEWALK.  A STANDARD DISK, STAMPED
 NK0111'C 11 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0266 ***********************************************************************
 MH0266  DESIGNATION -  C 110
 MH0266  PID         -  MH0266
 MH0266  STATE/COUNTY-  IA/CLARKE
 MH0266  USGS QUAD   -  MURRAY (1983)
 MH0266
 MH0266                         *CURRENT SURVEY CONTROL
 MH0266  ___________________________________________________________________
 MH0266* NAD 83(1986)-  41 03 19.     (N)    093 55 04.     (W)     SCALED    
 MH0266* NAVD 88     -       365.723  (meters)    1199.88   (feet)  ADJUSTED  
 MH0266  ___________________________________________________________________
 MH0266  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 MH0266  DYNAMIC HT  -         365.547 (meters)    1199.30  (feet)  COMP
 MH0266  MODELED GRAV-     980,133.2   (mgal)                       NAVD 88
 MH0266
 MH0266  VERT ORDER  -  SECOND    CLASS 0
 MH0266
 MH0266.The horizontal coordinates were scaled from a topographic map and have
 MH0266.an estimated accuracy of +/- 6 seconds.
 MH0266
 MH0266.The orthometric height was determined by differential leveling
 MH0266.and adjusted by the National Geodetic Survey in June 1991..
 MH0266
 MH0266.The geoid height was determined by GEOID03.
 MH0266
 MH0266.The dynamic height is computed by dividing the NAVD 88
 MH0266.geopotential number by the normal gravity value computed on the
 MH0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0266.degrees latitude (g = 980.6199 gals.).
 MH0266
 MH0266.The modeled gravity was interpolated from observed gravity values.
 MH0266
 MH0266;                    North         East    Units  Estimated Accuracy
 MH0266;SPC IA S     -   117,270.      464,880.      MT  (+/- 180 meters Scaled)
 MH0266
 MH0266                          SUPERSEDED SURVEY CONTROL
 MH0266
 MH0266  NGVD 29 (??/??/92)  365.626  (m)         1199.56   (f) ADJ UNCH    2 0
 MH0266
 MH0266.Superseded values are not recommended for survey control.
 MH0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0266.See file dsdata.txt to determine how the superseded data were derived.
 MH0266
 MH0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF228452(NAD 83)
 MH0266_MARKER: DB = BENCH MARK DISK
 MH0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0266_STAMPING: C 110 1935
 MH0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0266+STABILITY: SURFACE MOTION
 MH0266
 MH0266  HISTORY     - Date     Condition        Report By
 MH0266  HISTORY     - 1935     MONUMENTED       CGS
 MH0266  HISTORY     - 1951     MARK NOT FOUND   NGS
 MH0266
 MH0266                          STATION DESCRIPTION
 MH0266
 MH0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MH0266'1.6 MI E FROM MURRAY.
 MH0266'1.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0266'FROM THE STATION AT MURRAY, CLARKE COUNTY, AT A ROAD CROSSING,
 MH0266'32 FEET NORTH OF THE CENTERLINE OF THE TRACK, 30 FEET EAST OF THE
 MH0266'CENTERLINE OF THE ROAD, 10 FEET EAST OF A FENCE CORNER, 1 FOOT
 MH0266'SOUTH OF THE FENCE, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD
 MH0266'DISK, STAMPED C 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MH0266'NOTE-- PRESUMED TO BE DESTROYED.  RAILROAD HAS DONE GRADING IN
 MH0266'AREA OF B.M. LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0276 ***********************************************************************
 LE0276  DESIGNATION -  C 111
 LE0276  PID         -  LE0276
 LE0276  STATE/COUNTY-  IA/LUCAS
 LE0276  USGS QUAD   -  RUSSELL (1966)
 LE0276
 LE0276                         *CURRENT SURVEY CONTROL
 LE0276  ___________________________________________________________________
 LE0276* NAD 83(1986)-  40 59 12.     (N)    093 10 28.     (W)     SCALED    
 LE0276* NAVD 88     -       308.170  (meters)    1011.05   (feet)  ADJUSTED  
 LE0276  ___________________________________________________________________
 LE0276  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 LE0276  DYNAMIC HT  -         308.028 (meters)    1010.59  (feet)  COMP
 LE0276  MODELED GRAV-     980,153.7   (mgal)                       NAVD 88
 LE0276
 LE0276  VERT ORDER  -  SECOND    CLASS 0
 LE0276
 LE0276.The horizontal coordinates were scaled from a topographic map and have
 LE0276.an estimated accuracy of +/- 6 seconds.
 LE0276
 LE0276.The orthometric height was determined by differential leveling
 LE0276.and adjusted by the National Geodetic Survey in June 1991..
 LE0276
 LE0276.The geoid height was determined by GEOID03.
 LE0276
 LE0276.The dynamic height is computed by dividing the NAVD 88
 LE0276.geopotential number by the normal gravity value computed on the
 LE0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0276.degrees latitude (g = 980.6199 gals.).
 LE0276
 LE0276.The modeled gravity was interpolated from observed gravity values.
 LE0276
 LE0276;                    North         East    Units  Estimated Accuracy
 LE0276;SPC IA S     -   109,620.      527,400.      MT  (+/- 180 meters Scaled)
 LE0276
 LE0276                          SUPERSEDED SURVEY CONTROL
 LE0276
 LE0276  NGVD 29 (??/??/92)  308.097  (m)         1010.81   (f) ADJ UNCH    2 0
 LE0276
 LE0276.Superseded values are not recommended for survey control.
 LE0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0276.See file dsdata.txt to determine how the superseded data were derived.
 LE0276
 LE0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF853372(NAD 83)
 LE0276_MARKER: DB = BENCH MARK DISK
 LE0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0276_STAMPING: C 111 1953
 LE0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0276+STABILITY: SURFACE MOTION
 LE0276
 LE0276  HISTORY     - Date     Condition        Report By
 LE0276  HISTORY     - 1935     MONUMENTED       CGS
 LE0276
 LE0276                          STATION DESCRIPTION
 LE0276
 LE0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0276'1.2 MI E FROM RUSSELL.
 LE0276'1.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0276'FROM THE STATION AT RUSSELL, OPPOSITE A SEMAPHORE, AT A ROAD
 LE0276'CROSSING, 66 FEET WEST OF THE CENTERLINE OF THE ROAD, 33 FEET
 LE0276'SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, 4 FEET WEST OF A
 LE0276'POLE WITH TWO GUY WIRES, AND LEVEL WITH THE TRACK.  A STANDARD
 LE0276'DISK, STAMPED C 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0139 ***********************************************************************
 MH0139  DESIGNATION -  C 112
 MH0139  PID         -  MH0139
 MH0139  STATE/COUNTY-  IA/MONROE
 MH0139  USGS QUAD   -  ALBIA (1982)
 MH0139
 MH0139                         *CURRENT SURVEY CONTROL
 MH0139  ___________________________________________________________________
 MH0139* NAD 83(1986)-  41 03 33.     (N)    092 45 23.     (W)     SCALED    
 MH0139* NAVD 88     -       282.260  (meters)     926.05   (feet)  ADJUSTED  
 MH0139  ___________________________________________________________________
 MH0139  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 MH0139  DYNAMIC HT  -         282.132 (meters)     925.63  (feet)  COMP
 MH0139  MODELED GRAV-     980,165.4   (mgal)                       NAVD 88
 MH0139
 MH0139  VERT ORDER  -  SECOND    CLASS 0
 MH0139
 MH0139.The horizontal coordinates were scaled from a topographic map and have
 MH0139.an estimated accuracy of +/- 6 seconds.
 MH0139
 MH0139.The orthometric height was determined by differential leveling
 MH0139.and adjusted by the National Geodetic Survey in June 1991..
 MH0139
 MH0139.The geoid height was determined by GEOID03.
 MH0139
 MH0139.The dynamic height is computed by dividing the NAVD 88
 MH0139.geopotential number by the normal gravity value computed on the
 MH0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0139.degrees latitude (g = 980.6199 gals.).
 MH0139
 MH0139.The modeled gravity was interpolated from observed gravity values.
 MH0139
 MH0139;                    North         East    Units  Estimated Accuracy
 MH0139;SPC IA S     -   117,890.      562,500.      MT  (+/- 180 meters Scaled)
 MH0139
 MH0139                          SUPERSEDED SURVEY CONTROL
 MH0139
 MH0139  NGVD 29 (??/??/92)  282.238  (m)          925.98   (f) ADJ UNCH    2 0
 MH0139
 MH0139.Superseded values are not recommended for survey control.
 MH0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0139.See file dsdata.txt to determine how the superseded data were derived.
 MH0139
 MH0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF204453(NAD 83)
 MH0139_MARKER: DB = BENCH MARK DISK
 MH0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0139_STAMPING: C 112 1935
 MH0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0139+STABILITY: SURFACE MOTION
 MH0139
 MH0139  HISTORY     - Date     Condition        Report By
 MH0139  HISTORY     - 1935     MONUMENTED       CGS
 MH0139  HISTORY     - 1979     MARK NOT FOUND   USGS
 MH0139  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 MH0139
 MH0139                          STATION DESCRIPTION
 MH0139
 MH0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0139'1.6 MI NE FROM MAXON.
 MH0139'1.6 MILES NORTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILWAY
 MH0139'FROM THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0139'AT MAXON, MONROE COUNTY, 8 POLES SOUTHWEST OF MILEPOST 321, AT A
 MH0139'ROAD CROSSING, 48 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 MH0139'21 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 2-1/2
 MH0139'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED C 112 1935
 MH0139'AND SET IN THE TOP OF A CONCRETE POST.
 MH0139
 MH0139                          STATION RECOVERY (1979)
 MH0139
 MH0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MH0139'MARK NOT FOUND.
 MH0139
 MH0139                          STATION RECOVERY (2000)
 MH0139
 MH0139'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MH0139'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0245 ***********************************************************************
 MH0245  DESIGNATION -  C 113
 MH0245  PID         -  MH0245
 MH0245  STATE/COUNTY-  IA/MARION
 MH0245  USGS QUAD   -  BEECH (1965)
 MH0245
 MH0245                         *CURRENT SURVEY CONTROL
 MH0245  ___________________________________________________________________
 MH0245* NAD 83(1986)-  41 21 49.     (N)    093 20 16.     (W)     SCALED    
 MH0245* NAVD 88     -       261.445  (meters)     857.76   (feet)  ADJUSTED  
 MH0245  ___________________________________________________________________
 MH0245  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 MH0245  DYNAMIC HT  -         261.334 (meters)     857.39  (feet)  COMP
 MH0245  MODELED GRAV-     980,195.0   (mgal)                       NAVD 88
 MH0245
 MH0245  VERT ORDER  -  SECOND    CLASS 0
 MH0245
 MH0245.The horizontal coordinates were scaled from a topographic map and have
 MH0245.an estimated accuracy of +/- 6 seconds.
 MH0245
 MH0245.The orthometric height was determined by differential leveling
 MH0245.and adjusted by the National Geodetic Survey in June 1991..
 MH0245
 MH0245.The geoid height was determined by GEOID03.
 MH0245
 MH0245.The dynamic height is computed by dividing the NAVD 88
 MH0245.geopotential number by the normal gravity value computed on the
 MH0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0245.degrees latitude (g = 980.6199 gals.).
 MH0245
 MH0245.The modeled gravity was interpolated from observed gravity values.
 MH0245
 MH0245;                    North         East    Units  Estimated Accuracy
 MH0245;SPC IA S     -   151,440.      513,570.      MT  (+/- 180 meters Scaled)
 MH0245
 MH0245                          SUPERSEDED SURVEY CONTROL
 MH0245
 MH0245  NGVD 29 (??/??/92)  261.414  (m)          857.66   (f) ADJ UNCH    2 0
 MH0245
 MH0245.Superseded values are not recommended for survey control.
 MH0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0245.See file dsdata.txt to determine how the superseded data were derived.
 MH0245
 MH0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF717791(NAD 83)
 MH0245_MARKER: DB = BENCH MARK DISK
 MH0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0245_STAMPING: C 113 1935
 MH0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0245+STABILITY: SURFACE MOTION
 MH0245
 MH0245  HISTORY     - Date     Condition        Report By
 MH0245  HISTORY     - 1935     MONUMENTED       CGS
 MH0245
 MH0245                          STATION DESCRIPTION
 MH0245
 MH0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0245'0.8 MI SE FROM BEECH.
 MH0245'IN MARION COUNTY, 0.8 MILE SOUTHEAST ALONG THE CHICAGO, ROCK
 MH0245'ISLAND AND PACIFIC RAILROAD FROM THE STATION AT BEECH, WARREN
 MH0245'COUNTY, 6 FEET SOUTHEAST OF UNDERPASS 52.0, 13 FEET SOUTHWEST
 MH0245'OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A
 MH0245'STANDARD DISK, STAMPED C 113 1935 AND SET IN THE TOP OF A
 MH0245'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0255 ***********************************************************************
 LE0255  DESIGNATION -  C 114
 LE0255  PID         -  LE0255
 LE0255  STATE/COUNTY-  IA/WAYNE
 LE0255  USGS QUAD   -  CORYDON (1982)
 LE0255
 LE0255                         *CURRENT SURVEY CONTROL
 LE0255  ___________________________________________________________________
 LE0255* NAD 83(1986)-  40 45 26.     (N)    093 19 16.     (W)     SCALED    
 LE0255* NAVD 88     -       333.851  (meters)    1095.31   (feet)  ADJUSTED  
 LE0255  ___________________________________________________________________
 LE0255  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LE0255  DYNAMIC HT  -         333.687 (meters)    1094.77  (feet)  COMP
 LE0255  MODELED GRAV-     980,126.0   (mgal)                       NAVD 88
 LE0255
 LE0255  VERT ORDER  -  SECOND    CLASS 0
 LE0255
 LE0255.The horizontal coordinates were scaled from a topographic map and have
 LE0255.an estimated accuracy of +/- 6 seconds.
 LE0255
 LE0255.The orthometric height was determined by differential leveling
 LE0255.and adjusted by the National Geodetic Survey in June 1991..
 LE0255
 LE0255.The geoid height was determined by GEOID03.
 LE0255
 LE0255.The dynamic height is computed by dividing the NAVD 88
 LE0255.geopotential number by the normal gravity value computed on the
 LE0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0255.degrees latitude (g = 980.6199 gals.).
 LE0255
 LE0255.The modeled gravity was interpolated from observed gravity values.
 LE0255
 LE0255;                    North         East    Units  Estimated Accuracy
 LE0255;SPC IA S     -    84,100.      515,110.      MT  (+/- 180 meters Scaled)
 LE0255
 LE0255                          SUPERSEDED SURVEY CONTROL
 LE0255
 LE0255  NGVD 29 (??/??/92)  333.773  (m)         1095.05   (f) ADJ UNCH    2 0
 LE0255
 LE0255.Superseded values are not recommended for survey control.
 LE0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0255.See file dsdata.txt to determine how the superseded data were derived.
 LE0255
 LE0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF728118(NAD 83)
 LE0255_MARKER: DB = BENCH MARK DISK
 LE0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0255_SP_SET: CONCRETE PEDESTAL
 LE0255_STAMPING: C 114 1935
 LE0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LE0255+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 LE0255
 LE0255  HISTORY     - Date     Condition        Report By
 LE0255  HISTORY     - 1935     MONUMENTED       CGS
 LE0255  HISTORY     - 1935     GOOD             NGS
 LE0255  HISTORY     - 20040815 GOOD             GEOCAC
 LE0255
 LE0255                          STATION DESCRIPTION
 LE0255
 LE0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0255'AT CORYDON.
 LE0255'AT CORYDON, AT THE WATER TOWER, IN THE TOP OF THE SOUTHWEST
 LE0255'CORNER OF THE CONCRETE PEDESTAL UNDER THE NORTHWEST LEG, 31 FEET
 LE0255'NORTHWEST OF THE NORTHWEST CORNER OF THE PUMPHOUSE, AND ABOUT 1
 LE0255'FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED C 114 1935.
 LE0255
 LE0255                          STATION RECOVERY (2004)
 LE0255
 LE0255'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 LE0255'FOUND IN GOOD CONDITION.  THE PUMP HOUSE IS GONE. THERE ARE OTHER
 LE0255'BUILDINGS AROUND AND SKY VISIBILITY IS MARGINAL EVEN ASIDE FROM THE
 LE0255'TANK AND LEG.  THE DISK IS 25 FEET NW OF LE0527. HANDHELD COORDINATES,
 LE0255'CONSISTENT WITH THAT POSITION ARE N40 45.524 W93 19.173.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0399 ***********************************************************************
 LE0399  DESIGNATION -  C 115
 LE0399  PID         -  LE0399
 LE0399  STATE/COUNTY-  IA/DECATUR
 LE0399  USGS QUAD   -  LEON (1964)
 LE0399
 LE0399                         *CURRENT SURVEY CONTROL
 LE0399  ___________________________________________________________________
 LE0399* NAD 83(1986)-  40 43 23.     (N)    093 44 44.     (W)     SCALED    
 LE0399* NAVD 88     -       306.365  (meters)    1005.13   (feet)  ADJUSTED  
 LE0399  ___________________________________________________________________
 LE0399  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 LE0399  DYNAMIC HT  -         306.216 (meters)    1004.64  (feet)  COMP
 LE0399  MODELED GRAV-     980,127.8   (mgal)                       NAVD 88
 LE0399
 LE0399  VERT ORDER  -  SECOND    CLASS 0
 LE0399
 LE0399.The horizontal coordinates were scaled from a topographic map and have
 LE0399.an estimated accuracy of +/- 6 seconds.
 LE0399
 LE0399.The orthometric height was determined by differential leveling
 LE0399.and adjusted by the National Geodetic Survey in June 1991..
 LE0399
 LE0399.The geoid height was determined by GEOID03.
 LE0399
 LE0399.The dynamic height is computed by dividing the NAVD 88
 LE0399.geopotential number by the normal gravity value computed on the
 LE0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0399.degrees latitude (g = 980.6199 gals.).
 LE0399
 LE0399.The modeled gravity was interpolated from observed gravity values.
 LE0399
 LE0399;                    North         East    Units  Estimated Accuracy
 LE0399;SPC IA S     -    80,320.      479,250.      MT  (+/- 180 meters Scaled)
 LE0399
 LE0399                          SUPERSEDED SURVEY CONTROL
 LE0399
 LE0399  NGVD 29 (??/??/92)  306.281  (m)         1004.86   (f) ADJ UNCH    2 0
 LE0399
 LE0399.Superseded values are not recommended for survey control.
 LE0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0399.See file dsdata.txt to determine how the superseded data were derived.
 LE0399
 LE0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF370082(NAD 83)
 LE0399_MARKER: DB = BENCH MARK DISK
 LE0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0399_STAMPING: C 115 1935
 LE0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0399+STABILITY: SURFACE MOTION
 LE0399
 LE0399  HISTORY     - Date     Condition        Report By
 LE0399  HISTORY     - 1935     MONUMENTED       CGS
 LE0399  HISTORY     - 1969     MARK NOT FOUND   NGS
 LE0399
 LE0399                          STATION DESCRIPTION
 LE0399
 LE0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0399'0.6 MI SW FROM LEON.
 LE0399'0.6 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0399'RAILROAD FROM THE STATION AT LEON, DECATUR COUNTY, AT A ROAD
 LE0399'CROSSING, 50 FEET EAST OF THE CENTER OF THE CROSSING, 27 FEET
 LE0399'NORTHEAST OF THE CENTERLINE OF THE ROAD, 8 FEET NORTHEAST OF
 LE0399'A FENCE CORNER, AND 1 FOOT NORTHWEST OF A FENCE LINE.  A STANDARD
 LE0399'DISK, STAMPED C 115 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0399
 LE0399                          STATION RECOVERY (1969)
 LE0399
 LE0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LE0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0294 ***********************************************************************
 MH0294  DESIGNATION -  C 116
 MH0294  PID         -  MH0294
 MH0294  STATE/COUNTY-  IA/WARREN
 MH0294  USGS QUAD   -  NEW VIRGINIA (1983)
 MH0294
 MH0294                         *CURRENT SURVEY CONTROL
 MH0294  ___________________________________________________________________
 MH0294* NAD 83(1986)-  41 12 23.     (N)    093 44 07.     (W)     SCALED    
 MH0294* NAVD 88     -       291.447  (meters)     956.19   (feet)  POSTED    
 MH0294  ___________________________________________________________________
 MH0294  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 MH0294  DYNAMIC HT  -         291.320 (meters)     955.77  (feet)  COMP
 MH0294  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 MH0294
 MH0294  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0294
 MH0294.The horizontal coordinates were scaled from a topographic map and have
 MH0294.an estimated accuracy of +/- 6 seconds.
 MH0294
 MH0294.The orthometric height was determined by differential leveling
 MH0294.and adjusted by the National Geodetic Survey in 1992..
 MH0294.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0294.rate of 0.0 thru 1.0 mm/km.
 MH0294
 MH0294.The geoid height was determined by GEOID03.
 MH0294
 MH0294.The dynamic height is computed by dividing the NAVD 88
 MH0294.geopotential number by the normal gravity value computed on the
 MH0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0294.degrees latitude (g = 980.6199 gals.).
 MH0294
 MH0294.The modeled gravity was interpolated from observed gravity values.
 MH0294
 MH0294;                    North         East    Units  Estimated Accuracy
 MH0294;SPC IA S     -   133,990.      480,270.      MT  (+/- 180 meters Scaled)
 MH0294
 MH0294                          SUPERSEDED SURVEY CONTROL
 MH0294
 MH0294  NGVD 29 (??/??/92)  291.40   (m)          956.0    (f) COMPUTED    2 0
 MH0294
 MH0294.Superseded values are not recommended for survey control.
 MH0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0294.See file dsdata.txt to determine how the superseded data were derived.
 MH0294
 MH0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF383619(NAD 83)
 MH0294_MARKER: DD = SURVEY DISK
 MH0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0294_STAMPING: 91-143 C 16 1935
 MH0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0294+STABILITY: SURFACE MOTION
 MH0294
 MH0294  HISTORY     - Date     Condition        Report By
 MH0294  HISTORY     - 1935     MONUMENTED       IAGS
 MH0294  HISTORY     - 1935     GOOD             NGS
 MH0294  HISTORY     - 1980     MARK NOT FOUND   USGS
 MH0294
 MH0294                          STATION DESCRIPTION
 MH0294
 MH0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MH0294'1.5 MI N FROM NEW VIRGINIA.
 MH0294'1.5 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0294'FROM THE STATION AT NEW VIRGINIA, WARREN COUNTY, 3 POLES SOUTH OF
 MH0294'MILEPOST 44, 250 FEET WEST OF THE CROSSING OF COUNTY ROAD K,
 MH0294'23 FEET SOUTH OF THE CENTERLINE OF A BRIDGE, 28 FEET NORTH OF AN
 MH0294'EAST AND WEST FENCE, AND 10 FEET EAST OF THE CENTERLINE OF THE ROAD.
 MH0294'A STATE SURVEY STANDARD DISK, STAMPED 91-143 C 116 1935 AND SET IN
 MH0294'THE TOP OF A CONCRETE POST.
 MH0294
 MH0294                          STATION RECOVERY (1980)
 MH0294
 MH0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MH0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0412 ***********************************************************************
 MH0412  DESIGNATION -  C 117
 MH0412  PID         -  MH0412
 MH0412  STATE/COUNTY-  IA/POLK
 MH0412  USGS QUAD   -  DES MOINES SW (1976)
 MH0412
 MH0412                         *CURRENT SURVEY CONTROL
 MH0412  ___________________________________________________________________
 MH0412* NAD 83(1986)-  41 33 46.     (N)    093 39 28.     (W)     SCALED    
 MH0412* NAVD 88     -       246.594  (meters)     809.03   (feet)  POSTED    
 MH0412  ___________________________________________________________________
 MH0412  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 MH0412  DYNAMIC HT  -         246.490 (meters)     808.69  (feet)  COMP
 MH0412  MODELED GRAV-     980,182.6   (mgal)                       NAVD 88
 MH0412
 MH0412  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0412
 MH0412.The horizontal coordinates were scaled from a topographic map and have
 MH0412.an estimated accuracy of +/- 6 seconds.
 MH0412
 MH0412.The orthometric height was determined by differential leveling
 MH0412.and adjusted by the National Geodetic Survey in 1992..
 MH0412.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0412.rate of 0.0 thru 1.0 mm/km.
 MH0412
 MH0412.The geoid height was determined by GEOID03.
 MH0412
 MH0412.The dynamic height is computed by dividing the NAVD 88
 MH0412.geopotential number by the normal gravity value computed on the
 MH0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0412.degrees latitude (g = 980.6199 gals.).
 MH0412
 MH0412.The modeled gravity was interpolated from observed gravity values.
 MH0412
 MH0412;                    North         East    Units  Estimated Accuracy
 MH0412;SPC IA S     -   173,560.      486,840.      MT  (+/- 180 meters Scaled)
 MH0412
 MH0412                          SUPERSEDED SURVEY CONTROL
 MH0412
 MH0412  NGVD 29 (??/??/92)  246.597  (m)          809.04   (f) ADJ UNCH    2 0
 MH0412
 MH0412.Superseded values are not recommended for survey control.
 MH0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0412.See file dsdata.txt to determine how the superseded data were derived.
 MH0412
 MH0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG451014(NAD 83)
 MH0412_MARKER: DB = BENCH MARK DISK
 MH0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0412_STAMPING: C 117 1934
 MH0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0412+STABILITY: SURFACE MOTION
 MH0412
 MH0412  HISTORY     - Date     Condition        Report By
 MH0412  HISTORY     - 1935     MONUMENTED       CGS
 MH0412  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0412  HISTORY     - 20060811 MARK NOT FOUND   GEOCAC
 MH0412
 MH0412                          STATION DESCRIPTION
 MH0412
 MH0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0412'2.7 MI SW FROM DES MOINES.
 MH0412'2.7 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MH0412'RAILROAD FROM THE STATION AT DES MOINES, POLK COUNTY, AT A
 MH0412'PAVED-ROAD CROSSING, 40 FEET WEST OF THE CENTERLINE OF THE ROAD,
 MH0412'11 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 5 FEET
 MH0412'NORTHWEST OF A POLE WITH A GUY WIRE.  A STANDARD DISK, STAMPED
 MH0412'C 117 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MH0412
 MH0412                          STATION RECOVERY (1995)
 MH0412
 MH0412'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0412'MARK NOT FOUND.
 MH0412
 MH0412                          STATION RECOVERY (2006)
 MH0412
 MH0412'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 MH0412'RAILROAD IS ABANDONED AND DISMANTLED.  RIGHT OF WAY LEADING WEST IS A
 MH0412'BIKE TRAIL.  DESCRIBED LOCATION IS COVERED BY A LEVY APPARENTLY BUILT
 MH0412'AFTER THE TRACKS WERE TAKEN UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0376 ***********************************************************************
 LE0376  DESIGNATION -  C 118
 LE0376  PID         -  LE0376
 LE0376  STATE/COUNTY-  IA/DECATUR
 LE0376  USGS QUAD   -  GARDEN GROVE (1965)
 LE0376
 LE0376                         *CURRENT SURVEY CONTROL
 LE0376  ___________________________________________________________________
 LE0376* NAD 83(1986)-  40 45 39.     (N)    093 36 14.     (W)     SCALED    
 LE0376* NAVD 88     -       333.885  (meters)    1095.42   (feet)  ADJUSTED  
 LE0376  ___________________________________________________________________
 LE0376  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 LE0376  DYNAMIC HT  -         333.724 (meters)    1094.89  (feet)  COMP
 LE0376  MODELED GRAV-     980,131.7   (mgal)                       NAVD 88
 LE0376
 LE0376  VERT ORDER  -  SECOND    CLASS 0
 LE0376
 LE0376.The horizontal coordinates were scaled from a topographic map and have
 LE0376.an estimated accuracy of +/- 6 seconds.
 LE0376
 LE0376.The orthometric height was determined by differential leveling
 LE0376.and adjusted by the National Geodetic Survey in June 1991..
 LE0376
 LE0376.The geoid height was determined by GEOID03.
 LE0376
 LE0376.The dynamic height is computed by dividing the NAVD 88
 LE0376.geopotential number by the normal gravity value computed on the
 LE0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0376.degrees latitude (g = 980.6199 gals.).
 LE0376
 LE0376.The modeled gravity was interpolated from observed gravity values.
 LE0376
 LE0376;                    North         East    Units  Estimated Accuracy
 LE0376;SPC IA S     -    84,500.      491,230.      MT  (+/- 180 meters Scaled)
 LE0376
 LE0376                          SUPERSEDED SURVEY CONTROL
 LE0376
 LE0376  NGVD 29 (??/??/92)  333.81   (m)         1095.2    (f) COMPUTED    2 0
 LE0376
 LE0376.Superseded values are not recommended for survey control.
 LE0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0376.See file dsdata.txt to determine how the superseded data were derived.
 LE0376
 LE0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF490123(NAD 83)
 LE0376_MARKER: DB = BENCH MARK DISK
 LE0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0376_STAMPING: C 118 27-62 1935
 LE0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0376+STABILITY: SURFACE MOTION
 LE0376
 LE0376  HISTORY     - Date     Condition        Report By
 LE0376  HISTORY     - 1935     MONUMENTED       CGS
 LE0376
 LE0376                          STATION DESCRIPTION
 LE0376
 LE0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0376'0.5 MI W FROM HIGH POINT.
 LE0376'0.5 MILE WEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE
 LE0376'HIGHWAY 204 AT HIGH POINT, DECATUR COUNTY, AT A ROAD JUNCTION,
 LE0376'90 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING SOUTH,
 LE0376'ON THE SOUTH SIDE OF THE HIGHWAY AND 4 FEET NORTH OF A FENCE.
 LE0376'A STATE SURVEY STANDARD DISK, STAMPED C 118 27-62 1935 AND SET
 LE0376'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0164 ***********************************************************************
 LE0164  DESIGNATION -  C 119
 LE0164  PID         -  LE0164
 LE0164  STATE/COUNTY-  IA/APPANOOSE
 LE0164  USGS QUAD   -  CENTERVILLE WEST (1979)
 LE0164
 LE0164                         *CURRENT SURVEY CONTROL
 LE0164  ___________________________________________________________________
 LE0164* NAD 83(1986)-  40 41 02.     (N)    092 58 41.     (W)     SCALED    
 LE0164* NAVD 88     -       316.223  (meters)    1037.47   (feet)  ADJUSTED  
 LE0164  ___________________________________________________________________
 LE0164  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LE0164  DYNAMIC HT  -         316.067 (meters)    1036.96  (feet)  COMP
 LE0164  MODELED GRAV-     980,123.2   (mgal)                       NAVD 88
 LE0164
 LE0164  VERT ORDER  -  SECOND    CLASS 0
 LE0164
 LE0164.The horizontal coordinates were scaled from a topographic map and have
 LE0164.an estimated accuracy of +/- 6 seconds.
 LE0164
 LE0164.The orthometric height was determined by differential leveling
 LE0164.and adjusted by the National Geodetic Survey in June 1991..
 LE0164
 LE0164.The geoid height was determined by GEOID03.
 LE0164
 LE0164.The dynamic height is computed by dividing the NAVD 88
 LE0164.geopotential number by the normal gravity value computed on the
 LE0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0164.degrees latitude (g = 980.6199 gals.).
 LE0164
 LE0164.The modeled gravity was interpolated from observed gravity values.
 LE0164
 LE0164;                    North         East    Units  Estimated Accuracy
 LE0164;SPC IA S     -    76,080.      544,120.      MT  (+/- 180 meters Scaled)
 LE0164
 LE0164                          SUPERSEDED SURVEY CONTROL
 LE0164
 LE0164  NGVD 29 (??/??/92)  316.180  (m)         1037.33   (f) ADJ UNCH    2 0
 LE0164
 LE0164.Superseded values are not recommended for survey control.
 LE0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0164.See file dsdata.txt to determine how the superseded data were derived.
 LE0164
 LE0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF018036(NAD 83)
 LE0164_MARKER: DB = BENCH MARK DISK
 LE0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0164_STAMPING: C 119 1935
 LE0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0164+STABILITY: SURFACE MOTION
 LE0164
 LE0164  HISTORY     - Date     Condition        Report By
 LE0164  HISTORY     - 1935     MONUMENTED       CGS
 LE0164
 LE0164                          STATION DESCRIPTION
 LE0164
 LE0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0164'AT NUMA.
 LE0164'AT NUMA, APPANOOSE COUNTY, 108 FEET NORTHEAST OF THE CHICAGO,
 LE0164'ROCK ISLAND AND PACIFIC RAILWAY STATION, 7 POLES NORTHEAST
 LE0164'OF MILEPOST 344, 21 FEET SOUTH OF THE CENTERLINE OF A STREET,
 LE0164'18 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHWEST TRACK,
 LE0164'AND 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LE0164'C 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0599 ***********************************************************************
 NJ0599  DESIGNATION -  C 12
 NJ0599  PID         -  NJ0599
 NJ0599  STATE/COUNTY-  IA/FAYETTE
 NJ0599  USGS QUAD   -  WEST UNION (1981)
 NJ0599
 NJ0599                         *CURRENT SURVEY CONTROL
 NJ0599  ___________________________________________________________________
 NJ0599* NAD 83(1996)-  42 56 07.47921(N)    091 50 59.32223(W)     ADJUSTED  
 NJ0599* NAVD 88     -       359.629  (meters)    1179.88   (feet)  ADJUSTED  
 NJ0599  ___________________________________________________________________
 NJ0599  X           -    -150,974.881 (meters)                     COMP
 NJ0599  Y           -  -4,674,647.501 (meters)                     COMP
 NJ0599  Z           -   4,322,475.451 (meters)                     COMP
 NJ0599  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 NJ0599  ELLIP HEIGHT-         329.08  (meters)          (06/15/04) GPS OBS
 NJ0599  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 NJ0599  DYNAMIC HT  -         359.528 (meters)    1179.55  (feet)  COMP
 NJ0599  MODELED GRAV-     980,328.3   (mgal)                       NAVD 88
 NJ0599
 NJ0599  HORZ ORDER  -  B
 NJ0599  VERT ORDER  -  FIRST     CLASS II
 NJ0599  ELLP ORDER  -  FOURTH    CLASS I
 NJ0599
 NJ0599.The horizontal coordinates were established by GPS observations
 NJ0599.and adjusted by the National Geodetic Survey in August 1997..
 NJ0599
 NJ0599.The orthometric height was determined by differential leveling
 NJ0599.and adjusted by the National Geodetic Survey in June 1991..
 NJ0599
 NJ0599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0599
 NJ0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0599
 NJ0599.The ellipsoidal height was determined by GPS observations
 NJ0599.and is referenced to NAD 83.
 NJ0599
 NJ0599.The geoid height was determined by GEOID03.
 NJ0599
 NJ0599.The dynamic height is computed by dividing the NAVD 88
 NJ0599.geopotential number by the normal gravity value computed on the
 NJ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0599.degrees latitude (g = 980.6199 gals.).
 NJ0599
 NJ0599.The modeled gravity was interpolated from observed gravity values.
 NJ0599
 NJ0599;                    North         East     Units Scale Factor Converg.
 NJ0599;SPC IA N     - 1,160,756.733 1,634,684.359   MT  0.99995626   +1 07 06.3
 NJ0599;UTM  15      - 4,754,284.026   593,848.553   MT  0.99970835   +0 47 00.7
 NJ0599
 NJ0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0599!SPC IA N     -   0.99994839  x   0.99995626  =   0.99990466
 NJ0599!UTM  15      -   0.99994839  x   0.99970835  =   0.99965676
 NJ0599
 NJ0599                          SUPERSEDED SURVEY CONTROL
 NJ0599
 NJ0599  ELLIP H (08/25/97)  329.12   (m)                       GP(       ) 4 1
 NJ0599  NAD 83(1986)-  42 56 07.47263(N)    091 50 59.32305(W) AD(       ) 3
 NJ0599  NAVD 88 (08/25/97)  359.63   (m)         1179.9    (f) LEVELING    3  
 NJ0599  NGVD 29 (??/??/92)  359.656  (m)         1179.97   (f) ADJ UNCH    1 2
 NJ0599
 NJ0599.Superseded values are not recommended for survey control.
 NJ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0599.See file dsdata.txt to determine how the superseded data were derived.
 NJ0599
 NJ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9384954284(NAD 83)
 NJ0599_MARKER: DB = BENCH MARK DISK
 NJ0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0599_SP_SET: CONCRETE POST
 NJ0599_STAMPING: C 12 1933
 NJ0599_MARK LOGO: CGS   
 NJ0599_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NJ0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0599+STABILITY: SURFACE MOTION
 NJ0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0599+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2004
 NJ0599
 NJ0599  HISTORY     - Date     Condition        Report By
 NJ0599  HISTORY     - 1933     MONUMENTED       CGS
 NJ0599  HISTORY     - 1934     GOOD             NGS
 NJ0599  HISTORY     - 19890825 GOOD             NGS
 NJ0599  HISTORY     - 19960918 GOOD             IADT
 NJ0599  HISTORY     - 19971209 GOOD             NGS
 NJ0599  HISTORY     - 20040704 GOOD             WIDT
 NJ0599
 NJ0599                          STATION DESCRIPTION
 NJ0599
 NJ0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0599'2.7 MI SW FROM WEST UNION.
 NJ0599'2.7 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0599'RAILWAY FROM WEST UNION, FAYETTE COUNTY, 257 YARDS SOUTH OF
 NJ0599'MILEPOST 72, 39 FEET NORTH OF THE CENTER OF A ROAD CROSSING, 44
 NJ0599'FEET WEST OF THE CENTERLINE OF THE TRACK, 2.5 YARDS EAST OF THE
 NJ0599'WEST RIGHT-OF-WAY FENCE, AND ABOUT 1 YARD NORTH OF A POWERLINE
 NJ0599'POLE.  A STANDARD DISK, STAMPED C 12 1933 AND SET IN THE TOP OF A
 NJ0599'CONCRETE POST.
 NJ0599
 NJ0599                          STATION RECOVERY (1989)
 NJ0599
 NJ0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NJ0599'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF WEST UNION,
 NJ0599'ALONG A GRAVEL ROAD, AT THE CROSSING OF AN ABANDONED RAILROAD GRADE
 NJ0599'AND AT THE EDGE OF A CULTIVATED FIELD.  OWNERSHIP--DEPARTMENT OF
 NJ0599'TRANSPORTATION, 800 LINCOLN WAY, AMES, IA 50010, PHONE (515) 239-1101.
 NJ0599'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 AND STATE
 NJ0599'HIGHWAY 150, ON THE WEST SIDE OF WEST UNION, GO SOUTH ON STATE HIGHWAY
 NJ0599'150 FOR 3.2 KM (2.00 MI) TO THE INTERSECTION OF A PAVED ROAD LEFT AND
 NJ0599'A GRAVEL ROAD RIGHT.  TURN RIGHT, WEST, ON THE GRAVEL ROAD FOR 2.9 KM
 NJ0599'(1.80 MI) TO THE STATION ON THE RIGHT, 0.4 KM (0.25 MI) WEST OF THE
 NJ0599'INTERSECTION OF A GRAVEL ROAD.
 NJ0599'THE STATION IS A STANDARD CGS BENCHMARK DISK SET FLUSH WITH THE
 NJ0599'GROUND.  LOCATED 10.4 M (34.1 FT) NORTH OF THE CENTER OF THE ROAD, 2.4
 NJ0599'M (7.9 FT) EAST-SOUTHEAST OF A RAILROAD TIE FENCE POST, 1.8 M
 NJ0599'(5.9 FT) EAST-NORTHEAST OF A POWER POLE AND 0.5 M (1.6 FT) WEST OF A
 NJ0599'FIBERGLASS WITNESS POST.
 NJ0599'DESCRIBED BY M. L. MCCREADY
 NJ0599
 NJ0599                          STATION RECOVERY (1996)
 NJ0599
 NJ0599'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 NJ0599'RECOVERED AS DESCRIBED.  LOCATED IN THE SOUTHEAST 1/4 OF SECTION 24, T
 NJ0599'94 N, R 9 W.  A PINK STATE HARN SURVEY SIGN WAS SET 0.8 M (2.6 FT)
 NJ0599'NORTH OF THE STATION.
 NJ0599
 NJ0599                          STATION RECOVERY (1997)
 NJ0599
 NJ0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NJ0599'RECOVERED AS DESCRIBED.
 NJ0599
 NJ0599                          STATION RECOVERY (2004)
 NJ0599
 NJ0599'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 NJ0599'---NOTE---PAVED GRAVEL ROAD IS NOW 210TH STREET.  PINK STATE HARN SIGN
 NJ0599'HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0011 ***********************************************************************
 LE0011  DESIGNATION -  C 121
 LE0011  PID         -  LE0011
 LE0011  STATE/COUNTY-  IA/DAVIS
 LE0011  USGS QUAD   -  PULASKI (1979)
 LE0011
 LE0011                         *CURRENT SURVEY CONTROL
 LE0011  ___________________________________________________________________
 LE0011* NAD 83(1986)-  40 41 38.     (N)    092 18 48.     (W)     SCALED    
 LE0011* NAVD 88     -       255.784  (meters)     839.18   (feet)  ADJUSTED  
 LE0011  ___________________________________________________________________
 LE0011  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 LE0011  DYNAMIC HT  -         255.658 (meters)     838.77  (feet)  COMP
 LE0011  MODELED GRAV-     980,127.0   (mgal)                       NAVD 88
 LE0011
 LE0011  VERT ORDER  -  SECOND    CLASS 0
 LE0011
 LE0011.The horizontal coordinates were scaled from a topographic map and have
 LE0011.an estimated accuracy of +/- 6 seconds.
 LE0011
 LE0011.The orthometric height was determined by differential leveling
 LE0011.and adjusted by the National Geodetic Survey in June 1991..
 LE0011
 LE0011.The geoid height was determined by GEOID03.
 LE0011
 LE0011.The dynamic height is computed by dividing the NAVD 88
 LE0011.geopotential number by the normal gravity value computed on the
 LE0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0011.degrees latitude (g = 980.6199 gals.).
 LE0011
 LE0011.The modeled gravity was interpolated from observed gravity values.
 LE0011
 LE0011;                    North         East    Units  Estimated Accuracy
 LE0011;SPC IA S     -    77,740.      600,300.      MT  (+/- 180 meters Scaled)
 LE0011
 LE0011                          SUPERSEDED SURVEY CONTROL
 LE0011
 LE0011  NGVD 29 (??/??/92)  255.763  (m)          839.12   (f) ADJ UNCH    2 0
 LE0011
 LE0011.Superseded values are not recommended for survey control.
 LE0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0011.See file dsdata.txt to determine how the superseded data were derived.
 LE0011
 LE0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF580050(NAD 83)
 LE0011_MARKER: DB = BENCH MARK DISK
 LE0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0011_STAMPING: C 121 1935
 LE0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0011+STABILITY: SURFACE MOTION
 LE0011
 LE0011  HISTORY     - Date     Condition        Report By
 LE0011  HISTORY     - 1935     MONUMENTED       CGS
 LE0011  HISTORY     - 1943     GOOD             NGS
 LE0011  HISTORY     - 1969     GOOD             NGS
 LE0011
 LE0011                          STATION DESCRIPTION
 LE0011
 LE0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0011'2 MI W FROM PULASKI.
 LE0011'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0011'FROM THE STATION AT PULASKI, DAVIS COUNTY, MIDWAY BETWEEN POLES
 LE0011'77+07 AND 77+08, AT A ROAD CROSSING, 50 FEET WEST OF THE
 LE0011'CENTERLINE OF THE ROAD, 26 FEET SOUTH OF THE CENTERLINE OF THE
 LE0011'TRACK, 12 FEET EAST OF THE CENTERLINE OF A PRIVATE ROAD WHICH
 LE0011'ALSO CROSSES THE TRACK, 4 FEET NORTH OF THE RIGHT-OF-WAY FENCE,
 LE0011'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LE0011'C 121 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 81 FEET
 LE0011'WEST OF THE CENTER OF THE ROAD, .5 MILE EAST OF A METAL WITNESS
 LE0011'POST, AND PROJECTS 3 INCHES.
 LE0011
 LE0011                          STATION RECOVERY (1969)
 LE0011
 LE0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LE0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0477 ***********************************************************************
 MG0477  DESIGNATION -  C 123
 MG0477  PID         -  MG0477
 MG0477  STATE/COUNTY-  IA/HENRY
 MG0477  USGS QUAD   -  SWEDESBURG (1981)
 MG0477
 MG0477                         *CURRENT SURVEY CONTROL
 MG0477  ___________________________________________________________________
 MG0477* NAD 83(1986)-  41 00 04.     (N)    091 32 56.     (W)     SCALED    
 MG0477* NAVD 88     -       223.332  (meters)     732.72   (feet)  ADJUSTED  
 MG0477  ___________________________________________________________________
 MG0477  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MG0477  DYNAMIC HT  -         223.232 (meters)     732.39  (feet)  COMP
 MG0477  MODELED GRAV-     980,171.3   (mgal)                       NAVD 88
 MG0477
 MG0477  VERT ORDER  -  SECOND    CLASS 0
 MG0477
 MG0477.The horizontal coordinates were scaled from a topographic map and have
 MG0477.an estimated accuracy of +/- 6 seconds.
 MG0477
 MG0477.The orthometric height was determined by differential leveling
 MG0477.and adjusted by the National Geodetic Survey in June 1991..
 MG0477
 MG0477.The geoid height was determined by GEOID03.
 MG0477
 MG0477.The dynamic height is computed by dividing the NAVD 88
 MG0477.geopotential number by the normal gravity value computed on the
 MG0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0477.degrees latitude (g = 980.6199 gals.).
 MG0477
 MG0477.The modeled gravity was interpolated from observed gravity values.
 MG0477
 MG0477;                    North         East    Units  Estimated Accuracy
 MG0477;SPC IA S     -   113,010.      664,130.      MT  (+/- 180 meters Scaled)
 MG0477
 MG0477                          SUPERSEDED SURVEY CONTROL
 MG0477
 MG0477  NGVD 29 (??/??/92)  223.377  (m)          732.86   (f) ADJ UNCH    2 0
 MG0477
 MG0477.Superseded values are not recommended for survey control.
 MG0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0477.See file dsdata.txt to determine how the superseded data were derived.
 MG0477
 MG0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF220398(NAD 83)
 MG0477_MARKER: DB = BENCH MARK DISK
 MG0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0477_STAMPING: C 123 1935
 MG0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0477+STABILITY: SURFACE MOTION
 MG0477
 MG0477  HISTORY     - Date     Condition        Report By
 MG0477  HISTORY     - 1935     MONUMENTED       CGS
 MG0477  HISTORY     - 1941     GOOD             NGS
 MG0477  HISTORY     - 1979     MARK NOT FOUND   NGS
 MG0477
 MG0477                          STATION DESCRIPTION
 MG0477
 MG0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0477'2.8 MI N FROM MT PLEASANT.
 MG0477'2.8 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE CITY SQUARE
 MG0477'AT MT. PLEASANT, AT THE JUNCTION OF A ROAD LEADING WEST, AT
 MG0477'THE SOUTH END OF A CURVE, 66 FEET WEST OF THE CENTERLINE OF
 MG0477'THE HIGHWAY, 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4
 MG0477'FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE, AND 3
 MG0477'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 123
 MG0477'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BENCH MARK
 MG0477'IS 6 FEET OUT INTO THE RIGHT-OF-WAY OF GRAVELED ROAD GOING WEST.
 MG0477
 MG0477                          STATION RECOVERY (1979)
 MG0477
 MG0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MG0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0030 ***********************************************************************
 LE0030  DESIGNATION -  C 124
 LE0030  PID         -  LE0030
 LE0030  STATE/COUNTY-  IA/WAPELLO
 LE0030  USGS QUAD   -  AGENCY (1976)
 LE0030
 LE0030                         *CURRENT SURVEY CONTROL
 LE0030  ___________________________________________________________________
 LE0030* NAD 83(1986)-  40 59 24.     (N)    092 16 03.     (W)     SCALED    
 LE0030* NAVD 88     -       243.236  (meters)     798.02   (feet)  ADJUSTED  
 LE0030  ___________________________________________________________________
 LE0030  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 LE0030  DYNAMIC HT  -         243.126 (meters)     797.66  (feet)  COMP
 LE0030  MODELED GRAV-     980,165.4   (mgal)                       NAVD 88
 LE0030
 LE0030  VERT ORDER  -  SECOND    CLASS 0
 LE0030
 LE0030.The horizontal coordinates were scaled from a topographic map and have
 LE0030.an estimated accuracy of +/- 6 seconds.
 LE0030
 LE0030.The orthometric height was determined by differential leveling
 LE0030.and adjusted by the National Geodetic Survey in June 1991..
 LE0030
 LE0030.The geoid height was determined by GEOID03.
 LE0030
 LE0030.The dynamic height is computed by dividing the NAVD 88
 LE0030.geopotential number by the normal gravity value computed on the
 LE0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0030.degrees latitude (g = 980.6199 gals.).
 LE0030
 LE0030.The modeled gravity was interpolated from observed gravity values.
 LE0030
 LE0030;                    North         East    Units  Estimated Accuracy
 LE0030;SPC IA S     -   110,670.      603,700.      MT  (+/- 180 meters Scaled)
 LE0030
 LE0030                          SUPERSEDED SURVEY CONTROL
 LE0030
 LE0030  NGVD 29 (??/??/92)  243.220  (m)          797.96   (f) ADJ UNCH    2 0
 LE0030
 LE0030.Superseded values are not recommended for survey control.
 LE0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0030.See file dsdata.txt to determine how the superseded data were derived.
 LE0030
 LE0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF616379(NAD 83)
 LE0030_MARKER: DB = BENCH MARK DISK
 LE0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0030_STAMPING: C 124 1935
 LE0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0030+STABILITY: SURFACE MOTION
 LE0030
 LE0030  HISTORY     - Date     Condition        Report By
 LE0030  HISTORY     - 1935     MONUMENTED       CGS
 LE0030
 LE0030                          STATION DESCRIPTION
 LE0030
 LE0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0030'2.1 MI E FROM AGENCY CITY.
 LE0030'2.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0030'FROM THE STATION AT AGENCY CITY, WAPELLO COUNTY, AT A ROAD
 LE0030'CROSSING, 78 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, 24
 LE0030'FEET WEST OF THE CENTERLINE OF THE ROAD, 4 FEET SOUTHWEST OF A
 LE0030'FENCE CORNER, 1 FOOT SOUTH OF THE FENCE, AND LEVEL WITH THE
 LE0030'TRACK.  A STANDARD DISK, STAMPED C 124 1935 AND SET IN THE TOP
 LE0030'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0430 ***********************************************************************
 MG0430  DESIGNATION -  C 126
 MG0430  PID         -  MG0430
 MG0430  STATE/COUNTY-  IA/HENRY
 MG0430  USGS QUAD   -  WINFIELD NORTH (1981)
 MG0430
 MG0430                         *CURRENT SURVEY CONTROL
 MG0430  ___________________________________________________________________
 MG0430* NAD 83(1986)-  41 07 34.     (N)    091 28 55.     (W)     SCALED    
 MG0430* NAVD 88     -       222.093  (meters)     728.65   (feet)  ADJUSTED  
 MG0430  ___________________________________________________________________
 MG0430  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MG0430  DYNAMIC HT  -         221.995 (meters)     728.33  (feet)  COMP
 MG0430  MODELED GRAV-     980,181.8   (mgal)                       NAVD 88
 MG0430
 MG0430  VERT ORDER  -  SECOND    CLASS 0
 MG0430
 MG0430.The horizontal coordinates were scaled from a topographic map and have
 MG0430.an estimated accuracy of +/- 6 seconds.
 MG0430
 MG0430.The orthometric height was determined by differential leveling
 MG0430.and adjusted by the National Geodetic Survey in June 1991..
 MG0430
 MG0430.The geoid height was determined by GEOID03.
 MG0430
 MG0430.The dynamic height is computed by dividing the NAVD 88
 MG0430.geopotential number by the normal gravity value computed on the
 MG0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0430.degrees latitude (g = 980.6199 gals.).
 MG0430
 MG0430.The modeled gravity was interpolated from observed gravity values.
 MG0430
 MG0430;                    North         East    Units  Estimated Accuracy
 MG0430;SPC IA S     -   127,020.      669,440.      MT  (+/- 180 meters Scaled)
 MG0430
 MG0430                          SUPERSEDED SURVEY CONTROL
 MG0430
 MG0430  NGVD 29 (??/??/92)  222.139  (m)          728.80   (f) ADJ UNCH    2 0
 MG0430
 MG0430.Superseded values are not recommended for survey control.
 MG0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0430.See file dsdata.txt to determine how the superseded data were derived.
 MG0430
 MG0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF274538(NAD 83)
 MG0430_MARKER: DB = BENCH MARK DISK
 MG0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0430_STAMPING: C 126 1935
 MG0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0430+STABILITY: SURFACE MOTION
 MG0430
 MG0430  HISTORY     - Date     Condition        Report By
 MG0430  HISTORY     - 1935     MONUMENTED       CGS
 MG0430  HISTORY     - 1941     GOOD             NGS
 MG0430
 MG0430                          STATION DESCRIPTION
 MG0430
 MG0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0430'2.6 MI W FROM WINFIELD.
 MG0430'2.6 MILES WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 MG0430'FROM THE STATION AT WINFIELD, HENRY COUNTY, 85 FEET SOUTH OF
 MG0430'THE CENTERLINE OF THE TRACK AND 33 FEET EAST OF THE CENTERLINE
 MG0430'OF THE ROAD, 12 FEET EAST OF A FENCE CORNER, 2 FEET NORTH OF A
 MG0430'FENCE AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 MG0430'STAMPED C 126 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0888 ***********************************************************************
 LF0888  DESIGNATION -  C 127
 LF0888  PID         -  LF0888
 LF0888  STATE/COUNTY-  IA/MILLS
 LF0888  USGS QUAD   -  ROCK BLUFF (1984)
 LF0888
 LF0888                         *CURRENT SURVEY CONTROL
 LF0888  ___________________________________________________________________
 LF0888* NAD 83(1986)-  40 59 13.     (N)    095 48 00.     (W)     SCALED    
 LF0888* NAVD 88     -       291.128  (meters)     955.14   (feet)  ADJUSTED  
 LF0888  ___________________________________________________________________
 LF0888  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 LF0888  DYNAMIC HT  -         291.005 (meters)     954.74  (feet)  COMP
 LF0888  MODELED GRAV-     980,191.3   (mgal)                       NAVD 88
 LF0888
 LF0888  VERT ORDER  -  FIRST     CLASS II
 LF0888
 LF0888.The horizontal coordinates were scaled from a topographic map and have
 LF0888.an estimated accuracy of +/- 6 seconds.
 LF0888
 LF0888.The orthometric height was determined by differential leveling
 LF0888.and adjusted by the National Geodetic Survey in June 1991..
 LF0888
 LF0888.The geoid height was determined by GEOID03.
 LF0888
 LF0888.The dynamic height is computed by dividing the NAVD 88
 LF0888.geopotential number by the normal gravity value computed on the
 LF0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0888.degrees latitude (g = 980.6199 gals.).
 LF0888
 LF0888.The modeled gravity was interpolated from observed gravity values.
 LF0888
 LF0888;                    North         East    Units  Estimated Accuracy
 LF0888;SPC IA S     -   112,160.      306,480.      MT  (+/- 180 meters Scaled)
 LF0888
 LF0888                          SUPERSEDED SURVEY CONTROL
 LF0888
 LF0888  NGVD 29 (??/??/92)  291.039  (m)          954.85   (f) ADJ UNCH    1 2
 LF0888
 LF0888.Superseded values are not recommended for survey control.
 LF0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0888.See file dsdata.txt to determine how the superseded data were derived.
 LF0888
 LF0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF644410(NAD 83)
 LF0888_MARKER: DB = BENCH MARK DISK
 LF0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0888_STAMPING: C 127 1947
 LF0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0888+STABILITY: SURFACE MOTION
 LF0888
 LF0888  HISTORY     - Date     Condition        Report By
 LF0888  HISTORY     - 1947     MONUMENTED       CGS
 LF0888  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF0888
 LF0888                          STATION DESCRIPTION
 LF0888
 LF0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0888'2.2 MI S FROM PACIFIC JUNCTION.
 LF0888'2.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0888'FROM THE STATION AT PACIFIC JUNCTION, AT A ROAD CROSSING, 141.0
 LF0888'YARDS NORTHWEST OF MILEPOST 172, 144.7 FEET SOUTHWEST OF THE
 LF0888'SOUTH END OF A RAILWAY SWITCH, 80.0 FEET SOUTH OF THE CENTER
 LF0888'LINE OF THE ROAD, 47.6 FEET WEST OF AND LEVEL WITH THE CENTER
 LF0888'LINE OF THE TRACK, 2.0 FEET SOUTH OF A 4X4 MARKER POST, AND
 LF0888'0.5 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 LF0888'AND PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 LF0888
 LF0888                          STATION RECOVERY (1989)
 LF0888
 LF0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0877 ***********************************************************************
 LF0877  DESIGNATION -  C 128 RESET
 LF0877  PID         -  LF0877
 LF0877  STATE/COUNTY-  IA/FREMONT
 LF0877  USGS QUAD   -  ROCK BLUFF (1984)
 LF0877
 LF0877                         *CURRENT SURVEY CONTROL
 LF0877  ___________________________________________________________________
 LF0877* NAD 83(1986)-  40 53 09.     (N)    095 47 40.     (W)     SCALED    
 LF0877* NAVD 88     -       288.408  (meters)     946.22   (feet)  ADJUSTED  
 LF0877  ___________________________________________________________________
 LF0877  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 LF0877  DYNAMIC HT  -         288.277 (meters)     945.79  (feet)  COMP
 LF0877  MODELED GRAV-     980,161.5   (mgal)                       NAVD 88
 LF0877
 LF0877  VERT ORDER  -  FIRST     CLASS II
 LF0877
 LF0877.The horizontal coordinates were scaled from a topographic map and have
 LF0877.an estimated accuracy of +/- 6 seconds.
 LF0877
 LF0877.The orthometric height was determined by differential leveling
 LF0877.and adjusted by the National Geodetic Survey in June 1991..
 LF0877
 LF0877.The geoid height was determined by GEOID03.
 LF0877
 LF0877.The dynamic height is computed by dividing the NAVD 88
 LF0877.geopotential number by the normal gravity value computed on the
 LF0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0877.degrees latitude (g = 980.6199 gals.).
 LF0877
 LF0877.The modeled gravity was interpolated from observed gravity values.
 LF0877
 LF0877;                    North         East    Units  Estimated Accuracy
 LF0877;SPC IA S     -   100,920.      306,650.      MT  (+/- 180 meters Scaled)
 LF0877
 LF0877                          SUPERSEDED SURVEY CONTROL
 LF0877
 LF0877  NGVD 29 (??/??/??)  288.33   (m)          946.0    (f) RESET       3  
 LF0877
 LF0877.Superseded values are not recommended for survey control.
 LF0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0877.See file dsdata.txt to determine how the superseded data were derived.
 LF0877
 LF0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF645298(NAD 83)
 LF0877_MARKER: DB = BENCH MARK DISK
 LF0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0877_SP_SET: CONCRETE POST
 LF0877_STAMPING: C 128 RESET 1966
 LF0877_MARK LOGO: CGS   
 LF0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0877+STABILITY: SURFACE MOTION
 LF0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0877+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1989
 LF0877
 LF0877  HISTORY     - Date     Condition        Report By
 LF0877  HISTORY     - 1966     MONUMENTED       CGS
 LF0877  HISTORY     - 19890725 GOOD             NGS
 LF0877
 LF0877                          STATION DESCRIPTION
 LF0877
 LF0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LF0877'AT BARTLETT.
 LF0877'LOCATED IN THE SOUTHEAST CORNER OF A ROAD INTERSECTION AT THE
 LF0877'SOUTH EDGE OF BARTLETT, 129 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 LF0877'CORNER OF THE GOOD GRAIN COMPANY ELEVATOR, 50.5 FEET WEST OF THE
 LF0877'CENTER OF THE MAIN C.B. AND Q. RAILROAD TRACK, 45 FEET EAST OF
 LF0877'THE NORTH SOUTH SURFACED ROAD, 36 FEET SOUTH OF AN EAST-WEST
 LF0877'STREET, 10.5 FEET SOUTH OF A RAILROAD CROSSING SIGN, 1 FOOT
 LF0877'NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND
 LF0877'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 LF0877
 LF0877                          STATION RECOVERY (1989)
 LF0877
 LF0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0877'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN BARLETT,
 LF0877'AT THE INTERSECTION OF WEST FRONT AND CONKLIN STREETS, 13.7 M
 LF0877'(44.9 FT) WEST OF THE CENTER OF WEST FRONT STREET, 11.0 M (36.1 FT)
 LF0877'SOUTH OF THE CENTER OF CONKLIN STREET, 9.9 M (32.5 FT) WEST OF THE
 LF0877'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 3.4 M (11.2 FT)
 LF0877'SOUTHEAST OF A UTILITY POLE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST,
 LF0877'LEVEL WITH WEST FRONT STREET, AND IN A CONCRETE MONUMENT THAT IS FLUSH
 LF0877'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0070 ***********************************************************************
 MK0070  DESIGNATION -  C 129
 MK0070  PID         -  MK0070
 MK0070  STATE/COUNTY-  IA/MONONA
 MK0070  USGS QUAD   -  BLENCOE (1970)
 MK0070
 MK0070                         *CURRENT SURVEY CONTROL
 MK0070  ___________________________________________________________________
 MK0070* NAD 83(1986)-  41 57 56.     (N)    096 05 12.     (W)     SCALED    
 MK0070* NAVD 88     -       318.772  (meters)    1045.84   (feet)  ADJUSTED  
 MK0070  ___________________________________________________________________
 MK0070  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 MK0070  DYNAMIC HT  -         318.654 (meters)    1045.45  (feet)  COMP
 MK0070  MODELED GRAV-     980,244.3   (mgal)                       NAVD 88
 MK0070
 MK0070  VERT ORDER  -  FIRST     CLASS II
 MK0070
 MK0070.The horizontal coordinates were scaled from a topographic map and have
 MK0070.an estimated accuracy of +/- 6 seconds.
 MK0070
 MK0070.The orthometric height was determined by differential leveling
 MK0070.and adjusted by the National Geodetic Survey in June 1991..
 MK0070
 MK0070.The geoid height was determined by GEOID03.
 MK0070
 MK0070.The dynamic height is computed by dividing the NAVD 88
 MK0070.geopotential number by the normal gravity value computed on the
 MK0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0070.degrees latitude (g = 980.6199 gals.).
 MK0070
 MK0070.The modeled gravity was interpolated from observed gravity values.
 MK0070
 MK0070;                    North         East    Units  Estimated Accuracy
 MK0070;SPC IA N     - 1,054,990.    1,285,610.      MT  (+/- 180 meters Scaled)
 MK0070
 MK0070                          SUPERSEDED SURVEY CONTROL
 MK0070
 MK0070  NGVD 29 (??/??/92)  318.631  (m)         1045.38   (f) ADJ UNCH    1 2
 MK0070
 MK0070.Superseded values are not recommended for survey control.
 MK0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0070.See file dsdata.txt to determine how the superseded data were derived.
 MK0070
 MK0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM414500(NAD 83)
 MK0070_MARKER: DB = BENCH MARK DISK
 MK0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0070_SP_SET: CONCRETE POST
 MK0070_STAMPING: C 129 1948
 MK0070_MARK LOGO: CGS   
 MK0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0070+STABILITY: SURFACE MOTION
 MK0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0070+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1989
 MK0070
 MK0070  HISTORY     - Date     Condition        Report By
 MK0070  HISTORY     - 1948     MONUMENTED       CGS
 MK0070  HISTORY     - 1974     GOOD             LOCENG
 MK0070  HISTORY     - 19890830 GOOD             NGS
 MK0070
 MK0070                          STATION DESCRIPTION
 MK0070
 MK0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0070'2.5 MI N FROM BLENCOE.
 MK0070'2.5 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0070'FROM THE STATION AT BLENCOE, 0.5 MILE SOUTH OF BENCH MARK P.B.M.
 MK0070'375 CAP, AT A ROAD CROSSING, 65.0 FEET SOUTH OF THE CENTER
 MK0070'LINE OF THE ROAD, 45.9 FEET WEST OF AND 4.0 FEET LOWER THAN THE
 MK0070'WEST RAIL OF THE TRACK, 15.1 FEET SOUTHWEST OF A TELEGRAPH
 MK0070'POLE, 1.6 FEET NORTH OF A REFERENCE POST, 1.2 FEET EAST OF THE
 MK0070'WEST RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST
 MK0070'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MK0070
 MK0070                          STATION RECOVERY (1974)
 MK0070
 MK0070'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 MK0070'RECOVERED IN GOOD CONDITION.
 MK0070
 MK0070                          STATION RECOVERY (1989)
 MK0070
 MK0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0070'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. CHANGE--2.5
 MK0070'MILES, TO 3.9 KM (2.40 MI), AND STATION, TO MAIN STREET. DELETE--1.2
 MK0070'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0087 ***********************************************************************
 NL0087  DESIGNATION -  C 13
 NL0087  PID         -  NL0087
 NL0087  STATE/COUNTY-  IA/WEBSTER
 NL0087  USGS QUAD   -  MOORLAND (1965)
 NL0087
 NL0087                         *CURRENT SURVEY CONTROL
 NL0087  ___________________________________________________________________
 NL0087* NAD 83(1986)-  42 29 58.     (N)    094 17 36.     (W)     SCALED    
 NL0087* NAVD 88     -       350.263  (meters)    1149.15   (feet)  ADJUSTED  
 NL0087  ___________________________________________________________________
 NL0087  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 NL0087  DYNAMIC HT  -         350.145 (meters)    1148.77  (feet)  COMP
 NL0087  MODELED GRAV-     980,276.7   (mgal)                       NAVD 88
 NL0087
 NL0087  VERT ORDER  -  FIRST     CLASS II
 NL0087
 NL0087.The horizontal coordinates were scaled from a topographic map and have
 NL0087.an estimated accuracy of +/- 6 seconds.
 NL0087
 NL0087.The orthometric height was determined by differential leveling
 NL0087.and adjusted by the National Geodetic Survey in June 1991..
 NL0087
 NL0087.The geoid height was determined by GEOID03.
 NL0087
 NL0087.The dynamic height is computed by dividing the NAVD 88
 NL0087.geopotential number by the normal gravity value computed on the
 NL0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0087.degrees latitude (g = 980.6199 gals.).
 NL0087
 NL0087.The modeled gravity was interpolated from observed gravity values.
 NL0087
 NL0087;                    North         East    Units  Estimated Accuracy
 NL0087;SPC IA N     - 1,111,320.    1,434,790.      MT  (+/- 180 meters Scaled)
 NL0087
 NL0087                          SUPERSEDED SURVEY CONTROL
 NL0087
 NL0087  NGVD 29 (??/??/92)  350.210  (m)         1148.98   (f) ADJ UNCH    1 2
 NL0087
 NL0087.Superseded values are not recommended for survey control.
 NL0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0087.See file dsdata.txt to determine how the superseded data were derived.
 NL0087
 NL0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH937060(NAD 83)
 NL0087_MARKER: DB = BENCH MARK DISK
 NL0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0087_SP_SET: WALL
 NL0087_STAMPING: 1148.981 C 13 1933
 NL0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0087
 NL0087  HISTORY     - Date     Condition        Report By
 NL0087  HISTORY     - 1933     MONUMENTED       CGS
 NL0087  HISTORY     - 1934     GOOD             NGS
 NL0087
 NL0087                          STATION DESCRIPTION
 NL0087
 NL0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0087'AT TARA.
 NL0087'AT TARA, WEBSTER COUNTY, 24.5 FEET WEST OF THE EAST END OF THE
 NL0087'ILLINOIS CENTRAL RAILROAD STATION, IN THE FRONT WALL, 19.4
 NL0087'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 4 FEET ABOVE
 NL0087'THE PLATFORM.  A STANDARD DISK, STAMPED 1148.981 C 13 1933 AND
 NL0087'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0088 ***********************************************************************
 NL0088  DESIGNATION -  C 13 RESET
 NL0088  PID         -  NL0088
 NL0088  STATE/COUNTY-  IA/WEBSTER
 NL0088  USGS QUAD   -  MOORLAND (1965)
 NL0088
 NL0088                         *CURRENT SURVEY CONTROL
 NL0088  ___________________________________________________________________
 NL0088* NAD 83(1986)-  42 29 59.     (N)    094 17 36.     (W)     SCALED    
 NL0088* NAVD 88     -       348.86   (+/-2cm)    1144.6    (feet)  VERTCON   
 NL0088  ___________________________________________________________________
 NL0088  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 NL0088
 NL0088  VERT ORDER  -  THIRD (See Below)
 NL0088
 NL0088.The horizontal coordinates were scaled from a topographic map and have
 NL0088.an estimated accuracy of +/- 6 seconds.
 NL0088
 NL0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0088.The vertical order pertains to the NGVD 29 superseded value.
 NL0088
 NL0088.The geoid height was determined by GEOID03.
 NL0088
 NL0088;                    North         East    Units  Estimated Accuracy
 NL0088;SPC IA N     - 1,111,350.    1,434,790.      MT  (+/- 180 meters Scaled)
 NL0088
 NL0088                          SUPERSEDED SURVEY CONTROL
 NL0088
 NL0088  NGVD 29 (05/12/04)  348.81   (m)         1144.4    (f) RESET       3  
 NL0088
 NL0088.Superseded values are not recommended for survey control.
 NL0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0088.See file dsdata.txt to determine how the superseded data were derived.
 NL0088
 NL0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH937060(NAD 83)
 NL0088_MARKER: DB = BENCH MARK DISK
 NL0088_SETTING: 0 = UNSPECIFIED SETTING
 NL0088_STAMPING: C 13 RESET 1975
 NL0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0088
 NL0088  HISTORY     - Date     Condition        Report By
 NL0088  HISTORY     - 1975     MONUMENTED       NGS
 NL0088
 NL0088                          STATION DESCRIPTION
 NL0088
 NL0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NL0088'0.2 MI E FROM TARA.
 NL0088'FROM THE RAILROAD CROSSING AT THE SOUTH SIDE OF TARA, GO
 NL0088'EAST ALONG THE NORTH SIDE OF THE RAILROAD TRACKS FOR 0.2 MILE
 NL0088'TO THE OLD RAILROAD STATION AND THE BENCH MARK, 74 FEET WEST
 NL0088'OF A STEEL POST WITH SIGN 381, 22 FEET NORTH OF THE NORTH RAIL
 NL0088'OF THE MAIN EAST-WEST LINE, 14 FEET SOUTH OF THE SOUTH RAIL
 NL0088'OF A SPUR LINE AND 1 FOOT WEST OF A METAL WITNESS POST.  A
 NL0088'4-INCH CAST ALUMINUM BENCH MARK STAMPED C 13 RESET 1975 AND SET
 NL0088'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0025 ***********************************************************************
 MK0025  DESIGNATION -  C 130
 MK0025  PID         -  MK0025
 MK0025  STATE/COUNTY-  IA/HARRISON
 MK0025  USGS QUAD   -  MONDAMIN (1970)
 MK0025
 MK0025                         *CURRENT SURVEY CONTROL
 MK0025  ___________________________________________________________________
 MK0025* NAD 83(1986)-  41 41 47.     (N)    096 01 18.     (W)     SCALED    
 MK0025* NAVD 88     -       310.623  (meters)    1019.10   (feet)  ADJUSTED  
 MK0025  ___________________________________________________________________
 MK0025  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 MK0025  DYNAMIC HT  -         310.491 (meters)    1018.67  (feet)  COMP
 MK0025  MODELED GRAV-     980,188.9   (mgal)                       NAVD 88
 MK0025
 MK0025  VERT ORDER  -  FIRST     CLASS II
 MK0025
 MK0025.The horizontal coordinates were scaled from a topographic map and have
 MK0025.an estimated accuracy of +/- 6 seconds.
 MK0025
 MK0025.The orthometric height was determined by differential leveling
 MK0025.and adjusted by the National Geodetic Survey in June 1991..
 MK0025
 MK0025.The geoid height was determined by GEOID03.
 MK0025
 MK0025.The dynamic height is computed by dividing the NAVD 88
 MK0025.geopotential number by the normal gravity value computed on the
 MK0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0025.degrees latitude (g = 980.6199 gals.).
 MK0025
 MK0025.The modeled gravity was interpolated from observed gravity values.
 MK0025
 MK0025;                    North         East    Units  Estimated Accuracy
 MK0025;SPC IA S     -   191,430.      290,120.      MT  (+/- 180 meters Scaled)
 MK0025
 MK0025                          SUPERSEDED SURVEY CONTROL
 MK0025
 MK0025  NGVD 29 (??/??/92)  310.470  (m)         1018.60   (f) ADJ UNCH    1 2
 MK0025
 MK0025.Superseded values are not recommended for survey control.
 MK0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0025.See file dsdata.txt to determine how the superseded data were derived.
 MK0025
 MK0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM478203(NAD 83)
 MK0025_MARKER: DB = BENCH MARK DISK
 MK0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0025_SP_SET: CONCRETE POST
 MK0025_STAMPING: C 130 1948
 MK0025_MARK LOGO: CGS   
 MK0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0025+STABILITY: SURFACE MOTION
 MK0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0025+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1989
 MK0025
 MK0025  HISTORY     - Date     Condition        Report By
 MK0025  HISTORY     - 1948     MONUMENTED       CGS
 MK0025  HISTORY     - 19890824 GOOD             NGS
 MK0025
 MK0025                          STATION DESCRIPTION
 MK0025
 MK0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0025'1 MI S FROM MONDAMIN.
 MK0025'1.0 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0025'FROM THE STATION AT MONDAMIN, 17 1/2 POLES SOUTH OF MILEPOST 16,
 MK0025'0.3 MILE WEST ALONG A FENCE FROM A FARMHOUSE, 44.6 FEET EAST
 MK0025'OF THE EAST RAIL, 27.4 FEET NORTH OF A TELEPHONE POLE, 1.6 FEET
 MK0025'SOUTH OF A WITNESS POST, 1.5 FEET WEST OF A FENCE, SET IN THE TOP
 MK0025'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK0025
 MK0025                          STATION RECOVERY (1989)
 MK0025
 MK0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0025'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.5 KM
 MK0025'(0.95 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 MK0025'ITS JUNCTION WITH STATE HIGHWAY 127 IN MONDAMIN.  DELETE--0.3 MILE
 MK0025'WEST ALONG A FENCE FROM A FARMHOUSE.  CHANGE--1.6 FEET SOUTH, TO 0.5 M
 MK0025'(1.6 FT) WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1116 ***********************************************************************
 LF1116  DESIGNATION -  C 131
 LF1116  PID         -  LF1116
 LF1116  STATE/COUNTY-  IA/MILLS
 LF1116  USGS QUAD   -  ROCK BLUFF (1984)
 LF1116
 LF1116                         *CURRENT SURVEY CONTROL
 LF1116  ___________________________________________________________________
 LF1116* NAD 83(1986)-  40 59 59.     (N)    095 48 35.     (W)     SCALED    
 LF1116* NAVD 88     -       290.476  (meters)     953.00   (feet)  ADJUSTED  
 LF1116  ___________________________________________________________________
 LF1116  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 LF1116  DYNAMIC HT  -         290.353 (meters)     952.60  (feet)  COMP
 LF1116  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 LF1116
 LF1116  VERT ORDER  -  SECOND    CLASS 0
 LF1116
 LF1116.The horizontal coordinates were scaled from a topographic map and have
 LF1116.an estimated accuracy of +/- 6 seconds.
 LF1116
 LF1116.The orthometric height was determined by differential leveling
 LF1116.and adjusted by the National Geodetic Survey in June 1991..
 LF1116
 LF1116.The geoid height was determined by GEOID03.
 LF1116
 LF1116.The dynamic height is computed by dividing the NAVD 88
 LF1116.geopotential number by the normal gravity value computed on the
 LF1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1116.degrees latitude (g = 980.6199 gals.).
 LF1116
 LF1116.The modeled gravity was interpolated from observed gravity values.
 LF1116
 LF1116;                    North         East    Units  Estimated Accuracy
 LF1116;SPC IA S     -   113,600.      305,700.      MT  (+/- 180 meters Scaled)
 LF1116
 LF1116                          SUPERSEDED SURVEY CONTROL
 LF1116
 LF1116  NGVD 29 (??/??/92)  290.383  (m)          952.70   (f) ADJ UNCH    2 0
 LF1116
 LF1116.Superseded values are not recommended for survey control.
 LF1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1116.See file dsdata.txt to determine how the superseded data were derived.
 LF1116
 LF1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF636425(NAD 83)
 LF1116_MARKER: DB = BENCH MARK DISK
 LF1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1116_STAMPING: C 131 1948
 LF1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1116+STABILITY: SURFACE MOTION
 LF1116
 LF1116  HISTORY     - Date     Condition        Report By
 LF1116  HISTORY     - 1948     MONUMENTED       CGS
 LF1116  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF1116
 LF1116                          STATION DESCRIPTION
 LF1116
 LF1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1116'1.7 MI SW FROM PACIFIC JUNCTION.
 LF1116'1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1116'FROM THE STATION AT PACIFIC JUNCTION, THENCE 0.5 MILE WEST ALONG
 LF1116'U.S. HIGHWAY 34, 0.5 MILE WEST OF U.S. HIGHWAY 34 OVERPASS OVER
 LF1116'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS, IN THE SOUTHWEST
 LF1116'QUARTER OF THE INTERSECTION OF U.S. HIGHWAY 34 AND A NORTH-SOUTH
 LF1116'ROAD, BETWEEN TWO POWER LINE POLES COMMON TO THE SAME CROSS ARMS,
 LF1116'2.0 FEET SOUTH OF THE MOST NORTHERLY POLE, 2.0 FEET NORTH OF THE
 LF1116'MOST SOUTHERLY POLE, 133.0 FEET WEST OF THE CENTER LINE OF THE
 LF1116'GRAVEL ROAD LEADING SOUTH (COUNTY ROAD G), 44.0 FEET SOUTH OF THE
 LF1116'CENTER LINE OF U.S. HIGHWAY 34, 1.6 FEET EAST OF A 4 X 4 REFERENCE
 LF1116'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 LF1116'THE GROUND.
 LF1116
 LF1116                          STATION RECOVERY (1989)
 LF1116
 LF1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0785 ***********************************************************************
 MJ0785  DESIGNATION -  C 132
 MJ0785  PID         -  MJ0785
 MJ0785  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0785  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0785
 MJ0785                         *CURRENT SURVEY CONTROL
 MJ0785  ___________________________________________________________________
 MJ0785* NAD 83(1986)-  41 13 05.     (N)    095 51 03.     (W)     SCALED    
 MJ0785* NAVD 88     -       298.032  (meters)     977.79   (feet)  ADJUSTED  
 MJ0785  ___________________________________________________________________
 MJ0785  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 MJ0785  DYNAMIC HT  -         297.911 (meters)     977.40  (feet)  COMP
 MJ0785  MODELED GRAV-     980,210.6   (mgal)                       NAVD 88
 MJ0785
 MJ0785  VERT ORDER  -  FIRST     CLASS II
 MJ0785
 MJ0785.The horizontal coordinates were scaled from a topographic map and have
 MJ0785.an estimated accuracy of +/- 6 seconds.
 MJ0785
 MJ0785.The orthometric height was determined by differential leveling
 MJ0785.and adjusted by the National Geodetic Survey in June 1991..
 MJ0785
 MJ0785.The geoid height was determined by GEOID03.
 MJ0785
 MJ0785.The dynamic height is computed by dividing the NAVD 88
 MJ0785.geopotential number by the normal gravity value computed on the
 MJ0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0785.degrees latitude (g = 980.6199 gals.).
 MJ0785
 MJ0785.The modeled gravity was interpolated from observed gravity values.
 MJ0785
 MJ0785;                    North         East    Units  Estimated Accuracy
 MJ0785;SPC IA S     -   137,930.      302,900.      MT  (+/- 180 meters Scaled)
 MJ0785
 MJ0785                          SUPERSEDED SURVEY CONTROL
 MJ0785
 MJ0785  NGVD 29 (??/??/92)  297.921  (m)          977.43   (f) ADJ UNCH    1 2
 MJ0785
 MJ0785.Superseded values are not recommended for survey control.
 MJ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0785.See file dsdata.txt to determine how the superseded data were derived.
 MJ0785
 MJ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF610668(NAD 83)
 MJ0785_MARKER: DB = BENCH MARK DISK
 MJ0785_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MJ0785_SP_SET: FOUNDATION
 MJ0785_STAMPING: C 132 1948
 MJ0785_MARK LOGO: CGS   
 MJ0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0785+STABILITY: SURFACE MOTION
 MJ0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0785+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 MJ0785
 MJ0785  HISTORY     - Date     Condition        Report By
 MJ0785  HISTORY     - 1948     MONUMENTED       CGS
 MJ0785  HISTORY     - 19890724 GOOD             NGS
 MJ0785
 MJ0785                          STATION DESCRIPTION
 MJ0785
 MJ0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0785'AT MANAWA PARK.
 MJ0785'AT MANAWA PARK, AT THE MANAWA PARK SCHOOL, ABOUT 300.0 FEET
 MJ0785'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 275 AND STATE HIGHWAY 192,
 MJ0785'15.6 FEET NORTH OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING,
 MJ0785'SET VERTICALLY IN THE EAST FACE OF THE BRICK SCHOOL BUILDING,
 MJ0785'BETWEEN THE FIRST AND SECOND SET OF WINDOWS SOUTH OF THE
 MJ0785'MAIN ENTRANCE, 3.3 FEET ABOVE THE GROUND.
 MJ0785
 MJ0785                          STATION RECOVERY (1989)
 MJ0785
 MJ0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0785'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 MJ0785'CHANGE--HIGHWAY 192, TO HIGHWAY 92, AND 3.3 FEET, TO 0.5 M (1.6 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1169 ***********************************************************************
 LF1169  DESIGNATION -  C 133
 LF1169  PID         -  LF1169
 LF1169  STATE/COUNTY-  IA/FREMONT
 LF1169  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1169
 LF1169                         *CURRENT SURVEY CONTROL
 LF1169  ___________________________________________________________________
 LF1169* NAD 83(1996)-  40 44 37.45685(N)    095 48 35.31710(W)     ADJUSTED  
 LF1169* NAVD 88     -       282.940  (meters)     928.28   (feet)  ADJUSTED  
 LF1169  ___________________________________________________________________
 LF1169  X           -    -489,876.764 (meters)                     COMP
 LF1169  Y           -  -4,814,547.362 (meters)                     COMP
 LF1169  Z           -   4,141,069.434 (meters)                     COMP
 LF1169  LAPLACE CORR-          -9.06  (seconds)                    DEFLEC99
 LF1169  ELLIP HEIGHT-         253.78  (meters)          (06/15/04) GPS OBS
 LF1169  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LF1169  DYNAMIC HT  -         282.794 (meters)     927.80  (feet)  COMP
 LF1169  MODELED GRAV-     980,103.1   (mgal)                       NAVD 88
 LF1169
 LF1169  HORZ ORDER  -  B
 LF1169  VERT ORDER  -  FIRST     CLASS II
 LF1169  ELLP ORDER  -  FOURTH    CLASS I
 LF1169
 LF1169.The horizontal coordinates were established by GPS observations
 LF1169.and adjusted by the National Geodetic Survey in August 1997..
 LF1169
 LF1169.The orthometric height was determined by differential leveling
 LF1169.and adjusted by the National Geodetic Survey in June 1991..
 LF1169
 LF1169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1169
 LF1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1169
 LF1169.The ellipsoidal height was determined by GPS observations
 LF1169.and is referenced to NAD 83.
 LF1169
 LF1169.The geoid height was determined by GEOID03.
 LF1169
 LF1169.The dynamic height is computed by dividing the NAVD 88
 LF1169.geopotential number by the normal gravity value computed on the
 LF1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1169.degrees latitude (g = 980.6199 gals.).
 LF1169
 LF1169.The modeled gravity was interpolated from observed gravity values.
 LF1169
 LF1169;                    North         East     Units Scale Factor Converg.
 LF1169;SPC IA S     -    85,180.921   304,939.778   MT  0.99998000   -1 31 17.3
 LF1169;UTM  15      - 4,514,108.513   262,763.519   MT  1.00029279   -1 50 05.1
 LF1169
 LF1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1169!SPC IA S     -   0.99996019  x   0.99998000  =   0.99994019
 LF1169!UTM  15      -   0.99996019  x   1.00029279  =   1.00025297
 LF1169
 LF1169                          SUPERSEDED SURVEY CONTROL
 LF1169
 LF1169  ELLIP H (08/25/97)  253.84   (m)                       GP(       ) 4 1
 LF1169  NAVD 88 (08/25/97)  282.94   (m)          928.3    (f) LEVELING    3  
 LF1169  NGVD 29 (??/??/92)  282.855  (m)          928.00   (f) ADJ UNCH    1 2
 LF1169
 LF1169.Superseded values are not recommended for survey control.
 LF1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1169.See file dsdata.txt to determine how the superseded data were derived.
 LF1169
 LF1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6276414109(NAD 83)
 LF1169_MARKER: DB = BENCH MARK DISK
 LF1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1169_SP_SET: CONCRETE POST
 LF1169_STAMPING: C 133 1948
 LF1169_MARK LOGO: CGS   
 LF1169_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1169+STABILITY: SURFACE MOTION
 LF1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1169+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 LF1169
 LF1169  HISTORY     - Date     Condition        Report By
 LF1169  HISTORY     - 1948     MONUMENTED       CGS
 LF1169  HISTORY     - 19890724 GOOD             NGS
 LF1169  HISTORY     - 19960916 GOOD             IADT
 LF1169  HISTORY     - 20040327 GOOD             JCLS
 LF1169
 LF1169                          STATION DESCRIPTION
 LF1169
 LF1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1169'0.4 MI S FROM PERCIVAL.
 LF1169'0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1169'FROM THE STATION AT PERCIVAL, 0.15 MILE EAST OF THE CROSSING
 LF1169'OF A DIRT ROAD AND THE NORTH-SOUTH TAR ROAD, AT THE CROSSING
 LF1169'OF A DIRT ROAD AND THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LF1169'45.1 FEET EAST OF THE EAST RAIL, 37.5 FEET SOUTH OF THE CENTER
 LF1169'LINE OF THE ROAD, 9.8 FEET EAST OF A LINE OF TELEGRAPH POLES,
 LF1169'1.3 FEET WEST OF THE RIGHT-OF-WAY FENCE, 1.3 FEET NORTH OF A
 LF1169'4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LF1169'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LF1169
 LF1169                          STATION RECOVERY (1989)
 LF1169
 LF1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1169'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.6 KM
 LF1169'(0.35 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF1169'POST OFFICE IN PERCIVAL.  DELETE--9.8 FEET EAST OF A LINE OF TELEPHONE
 LF1169'POLES.
 LF1169
 LF1169                          STATION RECOVERY (1996)
 LF1169
 LF1169'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 LF1169'RECOVERED IN 1996 BY IOWA DOT.  THE STATION IS LOCATED IN THE EAST
 LF1169'HALF OF SECTION 32, T 69 N, R 43 W, APPROX.  0.5 MI (0.8 KM) SOUTH OF
 LF1169'THE TOWN OF PERCIVAL.  TO REACH THE STATION, TAKE EXIT 15 OFF OF
 LF1169'INTERSTATE 29 ON COUNTY ROAD J 26 FOR 0.2 MI (0.3 KM) EAST, THEN SOUTH
 LF1169'ON COUNTY ROAD L 31 FOR 1.0 MI (1.6 KM) TO A GRAVEL ROAD.  TURN LEFT
 LF1169'AND GO EAST FOR 0.15 MI (0.24 KM) TO A N/S RAILROAD CROSSING. THE
 LF1169'MONUMENT IS IN THE SOUTHEAST QUADRANT OF THE ROAD AND RAILROAD
 LF1169'CROSSING.  A PINK STATE HARN SURVEY SIGN WAS SET 0.6 M (2.0 FT) SOUTH
 LF1169'OF THE MONUMENT.
 LF1169
 LF1169                          STATION RECOVERY (2004)
 LF1169
 LF1169'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 LF1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0548 ***********************************************************************
 MJ0548  DESIGNATION -  C 134
 MJ0548  PID         -  MJ0548
 MJ0548  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0548  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0548
 MJ0548                         *CURRENT SURVEY CONTROL
 MJ0548  ___________________________________________________________________
 MJ0548* NAD 83(1986)-  41 17 34.     (N)    095 47 24.     (W)     SCALED    
 MJ0548* NAVD 88     -       310.021  (meters)    1017.13   (feet)  ADJUSTED  
 MJ0548  ___________________________________________________________________
 MJ0548  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 MJ0548  DYNAMIC HT  -         309.893 (meters)    1016.71  (feet)  COMP
 MJ0548  MODELED GRAV-     980,201.9   (mgal)                       NAVD 88
 MJ0548
 MJ0548  VERT ORDER  -  FIRST     CLASS II
 MJ0548
 MJ0548.The horizontal coordinates were scaled from a topographic map and have
 MJ0548.an estimated accuracy of +/- 6 seconds.
 MJ0548
 MJ0548.The orthometric height was determined by differential leveling
 MJ0548.and adjusted by the National Geodetic Survey in June 1991..
 MJ0548
 MJ0548.The geoid height was determined by GEOID03.
 MJ0548
 MJ0548.The dynamic height is computed by dividing the NAVD 88
 MJ0548.geopotential number by the normal gravity value computed on the
 MJ0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0548.degrees latitude (g = 980.6199 gals.).
 MJ0548
 MJ0548.The modeled gravity was interpolated from observed gravity values.
 MJ0548
 MJ0548;                    North         East    Units  Estimated Accuracy
 MJ0548;SPC IA S     -   146,090.      308,220.      MT  (+/- 180 meters Scaled)
 MJ0548
 MJ0548                          SUPERSEDED SURVEY CONTROL
 MJ0548
 MJ0548.No superseded survey control is available for this station.
 MJ0548
 MJ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF663750(NAD 83)
 MJ0548_MARKER: DB = BENCH MARK DISK
 MJ0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0548_SP_SET: BRIDGE
 MJ0548_STAMPING: C 134 1948
 MJ0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0548
 MJ0548  HISTORY     - Date     Condition        Report By
 MJ0548  HISTORY     - 1948     MONUMENTED       CGS
 MJ0548
 MJ0548                          STATION DESCRIPTION
 MJ0548
 MJ0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0548'4.2 MI SW FROM WESTON.
 MJ0548'4.15 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0548'RAILROAD FROM THE STATION AT WESTON, 0.35 MILE NORTHEAST OF THE
 MJ0548'NORTHEAST END OF AN OVERHEAD BRIDGE, DIRECTLY SOUTHEAST OF THE
 MJ0548'SOUTHWEST END OF A CONCRETE BRIDGE FOR STATE HIGHWAY 64, SET IN
 MJ0548'THE NORTHEAST CONCRETE ABUTMENT FOR A PILING AND BALLAST DECK BRIDGE
 MJ0548'NO. 492.5 OVER A SMALL STREAM, 11.1 FEET NORTHWEST OF THE
 MJ0548'NORTHWEST RAIL, 1.2 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 MJ0548'ABUTMENT, 2.0 FEET BELOW THE SURFACE OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0549 ***********************************************************************
 MJ0549  DESIGNATION -  C 134 RESET
 MJ0549  PID         -  MJ0549
 MJ0549  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0549  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0549
 MJ0549                         *CURRENT SURVEY CONTROL
 MJ0549  ___________________________________________________________________
 MJ0549* NAD 83(1986)-  41 17 34.     (N)    095 47 24.     (W)     SCALED    
 MJ0549* NAVD 88     -       309.28   (meters)    1014.7    (feet)  RESET     
 MJ0549  ___________________________________________________________________
 MJ0549  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 MJ0549
 MJ0549  VERT ORDER  -  THIRD
 MJ0549
 MJ0549.The horizontal coordinates were scaled from a topographic map and have
 MJ0549.an estimated accuracy of +/- 6 seconds.
 MJ0549
 MJ0549.The orthometric height was computed from unverified reset data.
 MJ0549
 MJ0549.The geoid height was determined by GEOID03.
 MJ0549
 MJ0549;                    North         East    Units  Estimated Accuracy
 MJ0549;SPC IA S     -   146,090.      308,220.      MT  (+/- 180 meters Scaled)
 MJ0549
 MJ0549                          SUPERSEDED SURVEY CONTROL
 MJ0549
 MJ0549.No superseded survey control is available for this station.
 MJ0549
 MJ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF663750(NAD 83)
 MJ0549_MARKER: DB = BENCH MARK DISK
 MJ0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0549_SP_SET: CULVERT
 MJ0549_STAMPING: C 134 1948 RESET 1963
 MJ0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0549
 MJ0549  HISTORY     - Date     Condition        Report By
 MJ0549  HISTORY     - 1963     MONUMENTED       USGS
 MJ0549
 MJ0549                          STATION DESCRIPTION
 MJ0549
 MJ0549'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MJ0549'4 MI SW FROM WESTON.
 MJ0549'4.0 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF
 MJ0549'HIGHWAY 64 AND A N-S COUNTY ROAD (MAIN STREET) IN WESTON,
 MJ0549'POTTAWATTAMIE COUNTY, IOWA, TO THE INTERSECTION OF HIGHWAY 64 WITH
 MJ0549'A DEAD-END COUNTY ROAD LEADING NORTHWEST, 175 FEET SOUTHEAST OF THE
 MJ0549'CENTERLINE OF HIGHWAY 64, SOUTHEAST OF A 12 X 10 FOOT CONCRETE BOX
 MJ0549'CULVERT UNDER HIGHWAY 64, ON THE NORTHWEST CONCRETE BRIDGE SEAT OF
 MJ0549'THE NORTHEAST ABUTMENT OF A 65 FOOT SPAN STEEL GIRDER BRIDGE UNDER
 MJ0549'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0837 ***********************************************************************
 LF0837  DESIGNATION -  C 135
 LF0837  PID         -  LF0837
 LF0837  STATE/COUNTY-  IA/FREMONT
 LF0837  USGS QUAD   -  HAMBURG (1984)
 LF0837
 LF0837                         *CURRENT SURVEY CONTROL
 LF0837  ___________________________________________________________________
 LF0837* NAD 83(1986)-  40 37 23.     (N)    095 42 18.     (W)     SCALED    
 LF0837* NAVD 88     -       276.621  (meters)     907.55   (feet)  ADJUSTED  
 LF0837  ___________________________________________________________________
 LF0837  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LF0837  DYNAMIC HT  -         276.475 (meters)     907.07  (feet)  COMP
 LF0837  MODELED GRAV-     980,090.6   (mgal)                       NAVD 88
 LF0837
 LF0837  VERT ORDER  -  FIRST     CLASS II
 LF0837
 LF0837.The horizontal coordinates were scaled from a topographic map and have
 LF0837.an estimated accuracy of +/- 6 seconds.
 LF0837
 LF0837.The orthometric height was determined by differential leveling
 LF0837.and adjusted by the National Geodetic Survey in June 1991..
 LF0837
 LF0837.The geoid height was determined by GEOID03.
 LF0837
 LF0837.The dynamic height is computed by dividing the NAVD 88
 LF0837.geopotential number by the normal gravity value computed on the
 LF0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0837.degrees latitude (g = 980.6199 gals.).
 LF0837
 LF0837.The modeled gravity was interpolated from observed gravity values.
 LF0837
 LF0837;                    North         East    Units  Estimated Accuracy
 LF0837;SPC IA S     -    71,550.      313,450.      MT  (+/- 180 meters Scaled)
 LF0837
 LF0837                          SUPERSEDED SURVEY CONTROL
 LF0837
 LF0837  NGVD 29 (??/??/92)  276.524  (m)          907.23   (f) ADJ UNCH    1 2
 LF0837
 LF0837.Superseded values are not recommended for survey control.
 LF0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0837.See file dsdata.txt to determine how the superseded data were derived.
 LF0837
 LF0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF712004(NAD 83)
 LF0837_MARKER: DB = BENCH MARK DISK
 LF0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0837_SP_SET: CONCRETE POST
 LF0837_STAMPING: C 135 1948
 LF0837_MARK LOGO: CGS   
 LF0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0837+STABILITY: SURFACE MOTION
 LF0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0837+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 LF0837
 LF0837  HISTORY     - Date     Condition        Report By
 LF0837  HISTORY     - 1948     MONUMENTED       CGS
 LF0837  HISTORY     - 1971     POOR             NGS
 LF0837  HISTORY     - 19890726 GOOD             NGS
 LF0837  HISTORY     - 20040327 GOOD             JCLS
 LF0837
 LF0837                          STATION DESCRIPTION
 LF0837
 LF0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0837'3 MI NW FROM HAMBURG.
 LF0837'3.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0837'RAILROAD FROM THE STATION AT HAMBURG, 44.0 FEET SOUTHWEST OF
 LF0837'THE CENTER LINE OF THE ROAD, 56.0 FEET NORTHWEST OF THE CENTER
 LF0837'LINE OF THE ROAD WHICH CROSSES THE TRACKS, 36.0 FEET NORTHEAST
 LF0837'OF THE NORTHEAST RAIL, 29.0 FEET NORTH OF MILEPOST 145, 1.0 FOOT
 LF0837'NORTHEAST OF A TELEPHONE POLE, 1.0 FOOT SOUTHEAST OF A 4 X 4
 LF0837'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF0837'0.3 FOOT ABOVE THE GROUND.  NOTE-- MARK IS 0.8 MILE SOUTHEAST
 LF0837'OF Y 134.
 LF0837
 LF0837                          STATION RECOVERY (1971)
 LF0837
 LF0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LF0837'MARK RECOVERED IN POOR CONDITION.
 LF0837
 LF0837                          STATION RECOVERY (1989)
 LF0837
 LF0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0837'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.0 KM
 LF0837'(3.10 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0837'JUNCTION OF MAIN STREET IN HAMBURG, 12.8 M (42.0 FT) SOUTHWEST OF THE
 LF0837'CENTER OF A GRAVELED ROAD, 11.1 M (36.4 FT) NORTHEAST OF THE NEAR
 LF0837'RAIL, 8.2 M (26.9 FT) NORTHEAST OF MILEPOST 145, 0.9 M (3.0 FT) BELOW
 LF0837'THE LEVEL OF THE TRACK, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST,
 LF0837'AND IN A CONCRETE MONUMENT THAT PROJECTS 0.4 M (1.3 FT) ABOVE THE
 LF0837'GROUND SURFACE.
 LF0837
 LF0837                          STATION RECOVERY (2004)
 LF0837
 LF0837'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 LF0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0005 ***********************************************************************
 MK0005  DESIGNATION -  C 136
 MK0005  PID         -  MK0005
 MK0005  STATE/COUNTY-  IA/HARRISON
 MK0005  USGS QUAD   -  MODALE (1970)
 MK0005
 MK0005                         *CURRENT SURVEY CONTROL
 MK0005  ___________________________________________________________________
 MK0005* NAD 83(1986)-  41 35 45.     (N)    096 00 20.     (W)     SCALED    
 MK0005* NAVD 88     -       307.685  (meters)    1009.46   (feet)  ADJUSTED  
 MK0005  ___________________________________________________________________
 MK0005  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 MK0005  DYNAMIC HT  -         307.547 (meters)    1009.01  (feet)  COMP
 MK0005  MODELED GRAV-     980,168.1   (mgal)                       NAVD 88
 MK0005
 MK0005  VERT ORDER  -  FIRST     CLASS II
 MK0005
 MK0005.The horizontal coordinates were scaled from a topographic map and have
 MK0005.an estimated accuracy of +/- 6 seconds.
 MK0005
 MK0005.The orthometric height was determined by differential leveling
 MK0005.and adjusted by the National Geodetic Survey in June 1991..
 MK0005.WARNING-Repeat measurements at this control monument indicate possible
 MK0005.vertical movement.
 MK0005
 MK0005.The geoid height was determined by GEOID03.
 MK0005
 MK0005.The dynamic height is computed by dividing the NAVD 88
 MK0005.geopotential number by the normal gravity value computed on the
 MK0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0005.degrees latitude (g = 980.6199 gals.).
 MK0005
 MK0005.The modeled gravity was interpolated from observed gravity values.
 MK0005
 MK0005;                    North         East    Units  Estimated Accuracy
 MK0005;SPC IA S     -   180,230.      291,140.      MT  (+/- 180 meters Scaled)
 MK0005
 MK0005                          SUPERSEDED SURVEY CONTROL
 MK0005
 MK0005  NGVD 29 (??/??/92)  307.570  (m)         1009.09   (f) ADJ UNCH    1 2
 MK0005
 MK0005.Superseded values are not recommended for survey control.
 MK0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0005.See file dsdata.txt to determine how the superseded data were derived.
 MK0005
 MK0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM495092(NAD 83)
 MK0005_MARKER: DB = BENCH MARK DISK
 MK0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0005_SP_SET: CONCRETE POST
 MK0005_STAMPING: C 136 1948
 MK0005_MARK LOGO: CGS   
 MK0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0005+STABILITY: SURFACE MOTION
 MK0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0005+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1989
 MK0005
 MK0005  HISTORY     - Date     Condition        Report By
 MK0005  HISTORY     - 1948     MONUMENTED       CGS
 MK0005  HISTORY     - 19890804 GOOD             NGS
 MK0005
 MK0005                          STATION DESCRIPTION
 MK0005
 MK0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0005'1.7 MI S FROM MODALE.
 MK0005'1.7 MILES SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE MODALE
 MK0005'CONSOLIDATED SCHOOL AT MODALE, AT A PRIVATE ROAD ENTRANCE, ABOUT
 MK0005'200.0 FEET EAST OF THE RAILROAD TRACK, 89.0 FEET EAST OF THE
 MK0005'CENTER LINE OF THE HIGHWAY, 15.0 FEET NORTH OF THE CENTER LINE
 MK0005'OF THE PRIVATE ROAD, 1.0 FOOT SOUTH OF A FENCE, SET IN TOP OF A
 MK0005'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MK0005
 MK0005                          STATION RECOVERY (1989)
 MK0005
 MK0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0005'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.6 KM
 MK0005'(1.60 MI) SOUTHERLY ALONG THE CHICAGO AND NORTWESTERN RAILROAD FROM
 MK0005'ITS JUNCTION WITH STATE HIGHWAY 300 IN MODALE, 61.0 M (200.1 FT) EAST
 MK0005'OF THE NEAR RAIL, 27.1 M (88.9 FT) EAST OF THE CENTER OF A GRAVELED
 MK0005'ROAD, 4.6 M (15.1 FT) NORTH OF THE CENTER OF A DRIVEWAY, LEVEL WITH
 MK0005'THE DRIVEWAY, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.1 M (0.3 FT)
 MK0005'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0254 ***********************************************************************
 MK0254  DESIGNATION -  C 137
 MK0254  PID         -  MK0254
 MK0254  STATE/COUNTY-  IA/HARRISON
 MK0254  USGS QUAD   -  MONDAMIN (1970)
 MK0254
 MK0254                         *CURRENT SURVEY CONTROL
 MK0254  ___________________________________________________________________
 MK0254* NAD 83(1986)-  41 42 01.     (N)    096 04 26.     (W)     SCALED    
 MK0254* NAVD 88     -       310.576  (meters)    1018.95   (feet)  ADJUSTED  
 MK0254  ___________________________________________________________________
 MK0254  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 MK0254  DYNAMIC HT  -         310.446 (meters)    1018.52  (feet)  COMP
 MK0254  MODELED GRAV-     980,196.1   (mgal)                       NAVD 88
 MK0254
 MK0254  VERT ORDER  -  SECOND    CLASS 0
 MK0254
 MK0254.The horizontal coordinates were scaled from a topographic map and have
 MK0254.an estimated accuracy of +/- 6 seconds.
 MK0254
 MK0254.The orthometric height was determined by differential leveling
 MK0254.and adjusted by the National Geodetic Survey in June 1991..
 MK0254
 MK0254.The geoid height was determined by GEOID03.
 MK0254
 MK0254.The dynamic height is computed by dividing the NAVD 88
 MK0254.geopotential number by the normal gravity value computed on the
 MK0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0254.degrees latitude (g = 980.6199 gals.).
 MK0254
 MK0254.The modeled gravity was interpolated from observed gravity values.
 MK0254
 MK0254;                    North         East    Units  Estimated Accuracy
 MK0254;SPC IA S     -   191,990.      285,790.      MT  (+/- 180 meters Scaled)
 MK0254
 MK0254                          SUPERSEDED SURVEY CONTROL
 MK0254
 MK0254  NGVD 29 (??/??/92)  310.432  (m)         1018.48   (f) ADJ UNCH    2 0
 MK0254
 MK0254.Superseded values are not recommended for survey control.
 MK0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0254.See file dsdata.txt to determine how the superseded data were derived.
 MK0254
 MK0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM434206(NAD 83)
 MK0254_MARKER: DB = BENCH MARK DISK
 MK0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0254_STAMPING: C 137 1948
 MK0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0254+STABILITY: SURFACE MOTION
 MK0254
 MK0254  HISTORY     - Date     Condition        Report By
 MK0254  HISTORY     - 1948     MONUMENTED       CGS
 MK0254  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0254
 MK0254                          STATION DESCRIPTION
 MK0254
 MK0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0254'4.7 MI SW FROM MONDAMIN.
 MK0254'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0254'THE STATION AT MONDAMIN, THENCE 1.95 MILE WEST ALONG A DIRT ROAD,
 MK0254'THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.9 MILE WEST
 MK0254'ALONG A DIRT ROAD, THENCE 1.1 MILES SOUTHERLY ALONG A DIRT ROAD
 MK0254'ON TOP OF A DIKE, IN A BARN YARD, ABOUT 125.0 FEET SOUTHEAST OF
 MK0254'THE CENTER LINE OF THE DIRT ROAD ON TOP OF THE DIKE, 60.0 FEET
 MK0254'NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 22.0 FEET SOUTH OF THE
 MK0254'CENTER LINE OF A EAST-WEST DIRT ROAD, 28.0 FEET EAST OF THE EAST
 MK0254'GATE POST OF A GATE INTO THE BARN YARD, 0.8 FOOT SOUTH OF A FENCE,
 MK0254'1.5 FEET WEST OF A REFERENCE POST, SET IN TOP OF A CONCRETE
 MK0254'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 MK0254
 MK0254                          STATION RECOVERY (1974)
 MK0254
 MK0254'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0714 ***********************************************************************
 MJ0714  DESIGNATION -  C 138
 MJ0714  PID         -  MJ0714
 MJ0714  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0714  USGS QUAD   -  LOVELAND (1994)
 MJ0714
 MJ0714                         *CURRENT SURVEY CONTROL
 MJ0714  ___________________________________________________________________
 MJ0714* NAD 83(1986)-  41 28 36.     (N)    095 55 03.     (W)     SCALED    
 MJ0714* NAVD 88     -       302.825  (meters)     993.52   (feet)  ADJUSTED  
 MJ0714  ___________________________________________________________________
 MJ0714  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 MJ0714  DYNAMIC HT  -         302.684 (meters)     993.06  (feet)  COMP
 MJ0714  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 MJ0714
 MJ0714  VERT ORDER  -  SECOND    CLASS 0
 MJ0714
 MJ0714.The horizontal coordinates were scaled from a topographic map and have
 MJ0714.an estimated accuracy of +/- 6 seconds.
 MJ0714
 MJ0714.The orthometric height was determined by differential leveling
 MJ0714.and adjusted by the National Geodetic Survey in June 1991..
 MJ0714
 MJ0714.The geoid height was determined by GEOID03.
 MJ0714
 MJ0714.The dynamic height is computed by dividing the NAVD 88
 MJ0714.geopotential number by the normal gravity value computed on the
 MJ0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0714.degrees latitude (g = 980.6199 gals.).
 MJ0714
 MJ0714.The modeled gravity was interpolated from observed gravity values.
 MJ0714
 MJ0714;                    North         East    Units  Estimated Accuracy
 MJ0714;SPC IA S     -   166,790.      298,110.      MT  (+/- 180 meters Scaled)
 MJ0714
 MJ0714                          SUPERSEDED SURVEY CONTROL
 MJ0714
 MJ0714  NGVD 29 (??/??/92)  302.685  (m)          993.06   (f) ADJ UNCH    2 0
 MJ0714
 MJ0714.Superseded values are not recommended for survey control.
 MJ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0714.See file dsdata.txt to determine how the superseded data were derived.
 MJ0714
 MJ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF563957(NAD 83)
 MJ0714_MARKER: DB = BENCH MARK DISK
 MJ0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0714_STAMPING: C 138 1948
 MJ0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0714+STABILITY: SURFACE MOTION
 MJ0714
 MJ0714  HISTORY     - Date     Condition        Report By
 MJ0714  HISTORY     - 1948     MONUMENTED       CGS
 MJ0714
 MJ0714                          STATION DESCRIPTION
 MJ0714
 MJ0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0714'4.9 MI W FROM LOVELAND.
 MJ0714'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0714'LOVELAND, THENCE 2.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.5
 MJ0714'MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 MJ0714'DIRT ROAD, AT A T ROAD, 183.0 FEET SOUTHEAST OF THE EAST END
 MJ0714'OF A STEEL BRIDGE OVER ALLEN CREEK DITCH, 30.0 FEET EAST OF THE
 MJ0714'CENTER LINE OF THE NORTH-SOUTH ROAD, 1.4 FEET WEST OF A FENCE,
 MJ0714'1.6 FEET NORTH OF A REFERENCE POST, SET IN TOP OF A CONCRETE
 MJ0714'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0743 ***********************************************************************
 MJ0743  DESIGNATION -  C 139
 MJ0743  PID         -  MJ0743
 MJ0743  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0743  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0743
 MJ0743                         *CURRENT SURVEY CONTROL
 MJ0743  ___________________________________________________________________
 MJ0743* NAD 83(1986)-  41 19 46.     (N)    095 54 28.     (W)     SCALED    
 MJ0743* NAVD 88     -       299.034  (meters)     981.08   (feet)  ADJUSTED  
 MJ0743  ___________________________________________________________________
 MJ0743  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 MJ0743  DYNAMIC HT  -         298.907 (meters)     980.66  (feet)  COMP
 MJ0743  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 MJ0743
 MJ0743  VERT ORDER  -  SECOND    CLASS 0
 MJ0743
 MJ0743.The horizontal coordinates were scaled from a topographic map and have
 MJ0743.an estimated accuracy of +/- 6 seconds.
 MJ0743
 MJ0743.The orthometric height was determined by differential leveling
 MJ0743.and adjusted by the National Geodetic Survey in June 1991..
 MJ0743
 MJ0743.The geoid height was determined by GEOID03.
 MJ0743
 MJ0743.The dynamic height is computed by dividing the NAVD 88
 MJ0743.geopotential number by the normal gravity value computed on the
 MJ0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0743.degrees latitude (g = 980.6199 gals.).
 MJ0743
 MJ0743.The modeled gravity was interpolated from observed gravity values.
 MJ0743
 MJ0743;                    North         East    Units  Estimated Accuracy
 MJ0743;SPC IA S     -   150,420.      298,470.      MT  (+/- 180 meters Scaled)
 MJ0743
 MJ0743                          SUPERSEDED SURVEY CONTROL
 MJ0743
 MJ0743  NGVD 29 (??/??/92)  298.910  (m)          980.67   (f) ADJ UNCH    2 0
 MJ0743
 MJ0743.Superseded values are not recommended for survey control.
 MJ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0743.See file dsdata.txt to determine how the superseded data were derived.
 MJ0743
 MJ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF566794(NAD 83)
 MJ0743_MARKER: DB = BENCH MARK DISK
 MJ0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0743_STAMPING: C 139 1948
 MJ0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0743+STABILITY: SURFACE MOTION
 MJ0743
 MJ0743  HISTORY     - Date     Condition        Report By
 MJ0743  HISTORY     - 1948     MONUMENTED       CGS
 MJ0743  HISTORY     - 1973     GOOD             NGS
 MJ0743
 MJ0743                          STATION DESCRIPTION
 MJ0743
 MJ0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0743'6.8 MI SW FROM CRESCENT.
 MJ0743'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0743'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 0.5
 MJ0743'MILE SOUTH ALONG A DIRT ROAD, THENCE 1.4 MILES WEST ALONG A DIRT
 MJ0743'ROAD, THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.7 MILE
 MJ0743'WEST ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A FIELD
 MJ0743'ROAD, THENCE 0.8 MILE EAST ALONG A FIELD ROAD, IN A SMALL WOODS
 MJ0743'BETWEEN TWO CULTIVATED FIELDS, 32.0 FEET SOUTH OF A FENCE ALONG THE
 MJ0743'NORTH SIDE OF THE ROAD, 19.0 FEET SOUTH OF THE CENTER LINE OF THE
 MJ0743'ROAD, 9.2 FEET NORTH OF A 10-INCH ELDER TREE WITH A TRIANGULAR
 MJ0743'BLAZE ON THE NORTH SIDE OF TREE, 8.4 FEET WEST OF A 6-INCH ASH
 MJ0743'TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF TREE, 1.5 FEET
 MJ0743'EAST OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING
 MJ0743'0.5 FOOT ABOVE THE GROUND.
 MJ0743
 MJ0743                          STATION RECOVERY (1973)
 MJ0743
 MJ0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MJ0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0641 ***********************************************************************
 MJ0641  DESIGNATION -  C 140
 MJ0641  PID         -  MJ0641
 MJ0641  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0641  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0641
 MJ0641                         *CURRENT SURVEY CONTROL
 MJ0641  ___________________________________________________________________
 MJ0641* NAD 83(1986)-  41 30 00.     (N)    095 53 41.     (W)     SCALED    
 MJ0641* NAVD 88     -       306.591  (meters)    1005.87   (feet)  ADJUSTED  
 MJ0641  ___________________________________________________________________
 MJ0641  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 MJ0641  DYNAMIC HT  -         306.448 (meters)    1005.40  (feet)  COMP
 MJ0641  MODELED GRAV-     980,149.6   (mgal)                       NAVD 88
 MJ0641
 MJ0641  VERT ORDER  -  FIRST     CLASS II
 MJ0641
 MJ0641.The horizontal coordinates were scaled from a topographic map and have
 MJ0641.an estimated accuracy of +/- 6 seconds.
 MJ0641
 MJ0641.The orthometric height was determined by differential leveling
 MJ0641.and adjusted by the National Geodetic Survey in June 1991..
 MJ0641
 MJ0641.The geoid height was determined by GEOID03.
 MJ0641
 MJ0641.The dynamic height is computed by dividing the NAVD 88
 MJ0641.geopotential number by the normal gravity value computed on the
 MJ0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0641.degrees latitude (g = 980.6199 gals.).
 MJ0641
 MJ0641.The modeled gravity was interpolated from observed gravity values.
 MJ0641
 MJ0641;                    North         East    Units  Estimated Accuracy
 MJ0641;SPC IA S     -   169,330.      300,080.      MT  (+/- 180 meters Scaled)
 MJ0641
 MJ0641                          SUPERSEDED SURVEY CONTROL
 MJ0641
 MJ0641  NGVD 29 (??/??/92)  306.451  (m)         1005.41   (f) ADJ UNCH    1 2
 MJ0641
 MJ0641.Superseded values are not recommended for survey control.
 MJ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0641.See file dsdata.txt to determine how the superseded data were derived.
 MJ0641
 MJ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF583983(NAD 83)
 MJ0641_MARKER: DB = BENCH MARK DISK
 MJ0641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0641_SP_SET: OVERPASS
 MJ0641_STAMPING: C 140 1948
 MJ0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0641
 MJ0641  HISTORY     - Date     Condition        Report By
 MJ0641  HISTORY     - 1948     MONUMENTED       CGS
 MJ0641  HISTORY     - 19890803 MARK NOT FOUND   NGS
 MJ0641
 MJ0641                          STATION DESCRIPTION
 MJ0641
 MJ0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0641'AT LOVELAND.
 MJ0641'AT LOVELAND, 0.3 MILE NORTHWEST ALONG THE CHICAGO AND NORTH
 MJ0641'WESTERN RAILWAY FROM THE STATION SIGN, SET VERTICALLY IN THE
 MJ0641'NORTHEAST FACE OF THE SOUTHWEST ABUTMENT OF THE ILLINOIS CENTRAL
 MJ0641'RAILROAD OVERPASS, NEAR THE BOTTOM OF THE THIRD LAYER OF STONE,
 MJ0641'23.3 FEET SOUTHEAST OF THE NORTH CORNER OF THE NORTHWEST END OF
 MJ0641'THE ABUTMENT, 8.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 MJ0641'SOUTHWEST TRACK, 2.9 FEET ABOVE GROUND LEVEL.
 MJ0641
 MJ0641                          STATION RECOVERY (1989)
 MJ0641
 MJ0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0641'THE DRILL HOLE IS ALL THAT REMAINS AT THE DESCRIBED LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0294 ***********************************************************************
 NM0294  DESIGNATION -  C 141
 NM0294  PID         -  NM0294
 NM0294  STATE/COUNTY-  IA/MONONA
 NM0294  USGS QUAD   -  ALBATON (1969)
 NM0294
 NM0294                         *CURRENT SURVEY CONTROL
 NM0294  ___________________________________________________________________
 NM0294* NAD 83(1986)-  42 08 36.     (N)    096 16 44.     (W)     SCALED    
 NM0294* NAVD 88     -       322.942  (meters)    1059.52   (feet)  ADJUSTED  
 NM0294  ___________________________________________________________________
 NM0294  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 NM0294  DYNAMIC HT  -         322.831 (meters)    1059.15  (feet)  COMP
 NM0294  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 NM0294
 NM0294  VERT ORDER  -  SECOND    CLASS 0
 NM0294
 NM0294.The horizontal coordinates were scaled from a topographic map and have
 NM0294.an estimated accuracy of +/- 6 seconds.
 NM0294
 NM0294.The orthometric height was determined by differential leveling
 NM0294.and adjusted by the National Geodetic Survey in June 1991..
 NM0294
 NM0294.The geoid height was determined by GEOID03.
 NM0294
 NM0294.The dynamic height is computed by dividing the NAVD 88
 NM0294.geopotential number by the normal gravity value computed on the
 NM0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0294.degrees latitude (g = 980.6199 gals.).
 NM0294
 NM0294.The modeled gravity was interpolated from observed gravity values.
 NM0294
 NM0294;                    North         East    Units  Estimated Accuracy
 NM0294;SPC IA N     - 1,075,230.    1,270,330.      MT  (+/- 180 meters Scaled)
 NM0294
 NM0294                          SUPERSEDED SURVEY CONTROL
 NM0294
 NM0294  NGVD 29 (??/??/92)  322.798  (m)         1059.05   (f) ADJ UNCH    2 0
 NM0294
 NM0294.Superseded values are not recommended for survey control.
 NM0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0294.See file dsdata.txt to determine how the superseded data were derived.
 NM0294
 NM0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM248692(NAD 83)
 NM0294_MARKER: DB = BENCH MARK DISK
 NM0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0294_STAMPING: C 141 1948
 NM0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0294+STABILITY: SURFACE MOTION
 NM0294
 NM0294  HISTORY     - Date     Condition        Report By
 NM0294  HISTORY     - 1948     MONUMENTED       CGS
 NM0294
 NM0294                          STATION DESCRIPTION
 NM0294
 NM0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0294'3.3 MI SE FROM ALBATON.
 NM0294'2.7 MILES SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0294'AT ALBATON, THENCE 0.6 MILE SOUTHEAST ALONG A DIKE, AT A
 NM0294'FARMHOUSE, 110.0 FEET NORTHEAST OF THE CENTER LINE OF THE DIKE,
 NM0294'13.0 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 5.0
 NM0294'FEET SOUTHWEST OF A 30-INCH COTTONWOOD TREE, 1.6 FEET EAST OF A
 NM0294'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.4
 NM0294'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0225 ***********************************************************************
 NM0225  DESIGNATION -  C 142
 NM0225  PID         -  NM0225
 NM0225  STATE/COUNTY-  IA/WOODBURY
 NM0225  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0225
 NM0225                         *CURRENT SURVEY CONTROL
 NM0225  ___________________________________________________________________
 NM0225* NAD 83(1986)-  42 23 09.     (N)    096 23 38.     (W)     SCALED    
 NM0225* NAVD 88     -       334.233  (meters)    1096.56   (feet)  ADJUSTED  
 NM0225  ___________________________________________________________________
 NM0225  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 NM0225  DYNAMIC HT  -         334.127 (meters)    1096.21  (feet)  COMP
 NM0225  MODELED GRAV-     980,292.1   (mgal)                       NAVD 88
 NM0225
 NM0225  VERT ORDER  -  SECOND    CLASS 0
 NM0225
 NM0225.The horizontal coordinates were scaled from a topographic map and have
 NM0225.an estimated accuracy of +/- 6 seconds.
 NM0225
 NM0225.The orthometric height was determined by differential leveling
 NM0225.and adjusted by the National Geodetic Survey in June 1991..
 NM0225
 NM0225.The geoid height was determined by GEOID03.
 NM0225
 NM0225.The dynamic height is computed by dividing the NAVD 88
 NM0225.geopotential number by the normal gravity value computed on the
 NM0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0225.degrees latitude (g = 980.6199 gals.).
 NM0225
 NM0225.The modeled gravity was interpolated from observed gravity values.
 NM0225
 NM0225;                    North         East    Units  Estimated Accuracy
 NM0225;SPC IA N     - 1,102,470.    1,261,750.      MT  (+/- 180 meters Scaled)
 NM0225
 NM0225                          SUPERSEDED SURVEY CONTROL
 NM0225
 NM0225  NGVD 29 (??/??/92)  334.075  (m)         1096.04   (f) ADJ UNCH    2 0
 NM0225
 NM0225.Superseded values are not recommended for survey control.
 NM0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0225.See file dsdata.txt to determine how the superseded data were derived.
 NM0225
 NM0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM145959(NAD 83)
 NM0225_MARKER: DB = BENCH MARK DISK
 NM0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0225_STAMPING: C 142 1948
 NM0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0225+STABILITY: SURFACE MOTION
 NM0225
 NM0225  HISTORY     - Date     Condition        Report By
 NM0225  HISTORY     - 1948     MONUMENTED       CGS
 NM0225  HISTORY     - 1963     MARK NOT FOUND   USGS
 NM0225
 NM0225                          STATION DESCRIPTION
 NM0225
 NM0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0225'5.2 MI SW FROM SERGEANT BLUFF.
 NM0225'0.5 MILE WEST ALONG STATE HIGHWAY NO. 377 FROM THE JUNCTION OF
 NM0225'U.S. HIGHWAY NO. 75 AT SERGEANT BLUFF, THENCE 1.0 MILE NORTH ALONG
 NM0225'A GRADED DIRT ROAD, THENCE 0.75 MILE WEST ALONG A GRAVELED
 NM0225'ROAD, THENCE 1.2 MILES SOUTH ALONG A GRAVELED AND GRADED DIRT
 NM0225'ROAD, THENCE 0.8 MILE SOUTHWEST ALONG A DIRT ROAD, THENCE 1.0
 NM0225'MILE SOUTH ALONG A DIRT ROAD, ON THE INSIDE OF A 90-DEGREE
 NM0225'TURN IN THE ROAD WITH TANGENTS LEADING NORTH AND EAST, 96.0 FEET
 NM0225'SOUTHWEST OF THE SOUTHWEST CORNER OF AN ARMY BUILDING NO. 1004,
 NM0225'58.0 FEET EAST OF THE CENTER LINE OF THE NORTH TANGENT, 38.0
 NM0225'FEET NORTH OF THE CENTER LINE OF THE EAST TANGENT, 23.5 FEET EAST
 NM0225'OF A CORNER FENCE POST, 12.0 FEET WEST OF A WEST GATE POST, 2.7
 NM0225'FEET NORTH OF A FENCE, 1.6 FEET SOUTHEAST OF A REFERENCE POST, SET
 NM0225'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0225
 NM0225                          STATION RECOVERY (1963)
 NM0225
 NM0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0265 ***********************************************************************
 NM0265  DESIGNATION -  C 143
 NM0265  PID         -  NM0265
 NM0265  STATE/COUNTY-  IA/WOODBURY
 NM0265  USGS QUAD   -  ALBATON (1969)
 NM0265
 NM0265                         *CURRENT SURVEY CONTROL
 NM0265  ___________________________________________________________________
 NM0265* NAD 83(1986)-  42 13 44.     (N)    096 17 22.     (W)     SCALED    
 NM0265* NAVD 88     -       327.864  (meters)    1075.67   (feet)  ADJUSTED  
 NM0265  ___________________________________________________________________
 NM0265  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 NM0265  DYNAMIC HT  -         327.755 (meters)    1075.31  (feet)  COMP
 NM0265  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 NM0265
 NM0265  VERT ORDER  -  SECOND    CLASS 0
 NM0265
 NM0265.The horizontal coordinates were scaled from a topographic map and have
 NM0265.an estimated accuracy of +/- 6 seconds.
 NM0265
 NM0265.The orthometric height was determined by differential leveling
 NM0265.and adjusted by the National Geodetic Survey in June 1991..
 NM0265
 NM0265.The geoid height was determined by GEOID03.
 NM0265
 NM0265.The dynamic height is computed by dividing the NAVD 88
 NM0265.geopotential number by the normal gravity value computed on the
 NM0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0265.degrees latitude (g = 980.6199 gals.).
 NM0265
 NM0265.The modeled gravity was interpolated from observed gravity values.
 NM0265
 NM0265;                    North         East    Units  Estimated Accuracy
 NM0265;SPC IA N     - 1,084,760.    1,269,770.      MT  (+/- 180 meters Scaled)
 NM0265
 NM0265                          SUPERSEDED SURVEY CONTROL
 NM0265
 NM0265  NGVD 29 (??/??/92)  327.712  (m)         1075.17   (f) ADJ UNCH    2 0
 NM0265
 NM0265.Superseded values are not recommended for survey control.
 NM0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0265.See file dsdata.txt to determine how the superseded data were derived.
 NM0265
 NM0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM236787(NAD 83)
 NM0265_MARKER: DB = BENCH MARK DISK
 NM0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0265_STAMPING: C 143 1948
 NM0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0265+STABILITY: SURFACE MOTION
 NM0265
 NM0265  HISTORY     - Date     Condition        Report By
 NM0265  HISTORY     - 1948     MONUMENTED       CGS
 NM0265
 NM0265                          STATION DESCRIPTION
 NM0265
 NM0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0265'6.1 MI W FROM SLOAN.
 NM0265'2.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0265'FROM THE STATION AT SLOAN, THENCE 2.1 MILES WEST ALONG A GRAVEL
 NM0265'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVEL ROAD, AT A ROAD
 NM0265'CROSSING, 72.0 FEET WEST OF THE NORTHWEST CORNER OF A FARMHOUSE,
 NM0265'50.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 38.0
 NM0265'FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD, 3.8 FEET WEST
 NM0265'OF A 12-INCH ELM TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0265'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0173 ***********************************************************************
 MK0173  DESIGNATION -  C 144
 MK0173  PID         -  MK0173
 MK0173  STATE/COUNTY-  IA/HARRISON
 MK0173  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0173
 MK0173                         *CURRENT SURVEY CONTROL
 MK0173  ___________________________________________________________________
 MK0173* NAD 83(1986)-  41 50 57.     (N)    096 05 08.     (W)     SCALED    
 MK0173* NAVD 88     -       314.785  (meters)    1032.76   (feet)  ADJUSTED  
 MK0173  ___________________________________________________________________
 MK0173  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MK0173  DYNAMIC HT  -         314.663 (meters)    1032.36  (feet)  COMP
 MK0173  MODELED GRAV-     980,225.3   (mgal)                       NAVD 88
 MK0173
 MK0173  VERT ORDER  -  FIRST     CLASS II
 MK0173
 MK0173.The horizontal coordinates were scaled from a topographic map and have
 MK0173.an estimated accuracy of +/- 6 seconds.
 MK0173
 MK0173.The orthometric height was determined by differential leveling
 MK0173.and adjusted by the National Geodetic Survey in June 1991..
 MK0173
 MK0173.The geoid height was determined by GEOID03.
 MK0173
 MK0173.The dynamic height is computed by dividing the NAVD 88
 MK0173.geopotential number by the normal gravity value computed on the
 MK0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0173.degrees latitude (g = 980.6199 gals.).
 MK0173
 MK0173.The modeled gravity was interpolated from observed gravity values.
 MK0173
 MK0173;                    North         East    Units  Estimated Accuracy
 MK0173;SPC IA S     -   208,550.      285,310.      MT  (+/- 180 meters Scaled)
 MK0173
 MK0173                          SUPERSEDED SURVEY CONTROL
 MK0173
 MK0173  NGVD 29 (??/??/92)  314.635  (m)         1032.27   (f) ADJ UNCH    1 2
 MK0173
 MK0173.Superseded values are not recommended for survey control.
 MK0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0173.See file dsdata.txt to determine how the superseded data were derived.
 MK0173
 MK0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM419371(NAD 83)
 MK0173_MARKER: DB = BENCH MARK DISK
 MK0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0173_SP_SET: CONCRETE POST
 MK0173_STAMPING: C 144 1948
 MK0173_MARK LOGO: CGS   
 MK0173_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0173+STABILITY: SURFACE MOTION
 MK0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0173+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1997
 MK0173
 MK0173  HISTORY     - Date     Condition        Report By
 MK0173  HISTORY     - 1948     MONUMENTED       CGS
 MK0173  HISTORY     - 1974     GOOD             LOCSUR
 MK0173  HISTORY     - 19890828 GOOD             NGS
 MK0173  HISTORY     - 19971118 GOOD             NGS
 MK0173
 MK0173                          STATION DESCRIPTION
 MK0173
 MK0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0173'3.9 MI NW FROM RIVER SIOUX.
 MK0173'3.1 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0173'FROM THE STATION AT RIVER SIOUX, THENCE 0.8 MILE NORTHWEST
 MK0173'ALONG U.S. HIGHWAY NO. 75, BETWEEN TWO POLES WHICH ARE 6.0
 MK0173'FEET APART, 30.8 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MK0173'HIGHWAY, 61.0 FEET WEST OF THE EXTENDED CENTER LINE OF THE ROAD
 MK0173'LEADING SOUTH, 17.0 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 MK0173'ROAD LEADING EAST, 7.7 FEET NORTH OF A NORTH GATE POST, 2.3
 MK0173'FEET NORTHEAST OF A FENCE, 2.3 FEET SOUTH OF A REFERENCE POST,
 MK0173'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MK0173'GROUND.
 MK0173
 MK0173                          STATION RECOVERY (1974)
 MK0173
 MK0173'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0173'RECOVERED IN GOOD CONDITION.
 MK0173
 MK0173                          STATION RECOVERY (1989)
 MK0173
 MK0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0173'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.9 KM
 MK0173'(3.65 MI) NORTHWESTERLY ALONG A PAVED ROAD (OLD U.S. HIGHWAY 75) FROM
 MK0173'ITS JUNCTION WITH STATE HIGHWAY 301 IN RIVER SIOUX, 18.6 M (61.0 FT)
 MK0173'WEST OF THE EXTENDED CENTER OF A ROAD LEADING SOUTH, 9.4 M (30.8 FT)
 MK0173'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 5.2 M (17.1 FT) NORTH OF THE
 MK0173'EXTENDED CENTER OF A ROAD LEADING EAST, 0.3 M (1.0 FT) SOUTHWEST OF A
 MK0173'WITNESS POST, LEVEL WITH THE ROAD, AND IN A CONCRETE MONUMENT THAT IS
 MK0173'FLUSH WITH THE GROUND SURFACE.
 MK0173
 MK0173                          STATION RECOVERY (1997)
 MK0173
 MK0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 MK0173'0.2 KM (0.10 MI) SOUTHERLY ALONG 2ND STREET FROM THE POST OFFICE IN
 MK0173'LITTLE SIOUX, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG STATE HIGHWAY
 MK0173'301, THENCE 6.0 KM (3.70 MI) NORTHERLY ALONG COUNTY ROAD K 45, 20.1 M
 MK0173'(65.9 FT) NORTHWEST OF THE CENTER OF ASHTON PLACE, 9.4 M (30.8 FT)
 MK0173'SOUTHWEST OF THE ROAD CENTERLINE, 8.4 M (27.6 FT) NORTH OF THE
 MK0173'EXTENDED CENTER OF 110TH STREET, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 MK0173'ROAD, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS
 MK0173'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0325 ***********************************************************************
 NM0325  DESIGNATION -  C 145
 NM0325  PID         -  NM0325
 NM0325  STATE/COUNTY-  IA/MONONA
 NM0325  USGS QUAD   -  ONAWA SW (1969)
 NM0325
 NM0325                         *CURRENT SURVEY CONTROL
 NM0325  ___________________________________________________________________
 NM0325* NAD 83(1986)-  42 02 52.     (N)    096 11 04.     (W)     SCALED    
 NM0325* NAVD 88     -       321.288  (meters)    1054.09   (feet)  ADJUSTED  
 NM0325  ___________________________________________________________________
 NM0325  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 NM0325  DYNAMIC HT  -         321.174 (meters)    1053.72  (feet)  COMP
 NM0325  MODELED GRAV-     980,258.0   (mgal)                       NAVD 88
 NM0325
 NM0325  VERT ORDER  -  SECOND    CLASS 0
 NM0325
 NM0325.The horizontal coordinates were scaled from a topographic map and have
 NM0325.an estimated accuracy of +/- 6 seconds.
 NM0325
 NM0325.The orthometric height was determined by differential leveling
 NM0325.and adjusted by the National Geodetic Survey in June 1991..
 NM0325
 NM0325.The geoid height was determined by GEOID03.
 NM0325
 NM0325.The dynamic height is computed by dividing the NAVD 88
 NM0325.geopotential number by the normal gravity value computed on the
 NM0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0325.degrees latitude (g = 980.6199 gals.).
 NM0325
 NM0325.The modeled gravity was interpolated from observed gravity values.
 NM0325
 NM0325;                    North         East    Units  Estimated Accuracy
 NM0325;SPC IA N     - 1,064,370.    1,277,800.      MT  (+/- 180 meters Scaled)
 NM0325
 NM0325                          SUPERSEDED SURVEY CONTROL
 NM0325
 NM0325  NGVD 29 (??/??/92)  321.147  (m)         1053.63   (f) ADJ UNCH    2 0
 NM0325
 NM0325.Superseded values are not recommended for survey control.
 NM0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0325.See file dsdata.txt to determine how the superseded data were derived.
 NM0325
 NM0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM330589(NAD 83)
 NM0325_MARKER: DB = BENCH MARK DISK
 NM0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0325_STAMPING: C 145 1948
 NM0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0325+STABILITY: SURFACE MOTION
 NM0325
 NM0325  HISTORY     - Date     Condition        Report By
 NM0325  HISTORY     - 1948     MONUMENTED       CGS
 NM0325
 NM0325                          STATION DESCRIPTION
 NM0325
 NM0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0325'6.1 MI NW FROM ONAWA.
 NM0325'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0325'AT ONAWA, THENCE 1.2 MILES WEST ALONG COUNTY ROAD H, THENCE 1.4
 NM0325'MILES NORTH ALONG A GRAVEL ROAD, JUST NORTH OF A S CURVE, AT A
 NM0325'FARMHOUSE, 35.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 18.0
 NM0325'FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD, 7.0 FEET NORTH
 NM0325'OF A 20-INCH TREE USED AS A CORNER FENCE POST, 1.2 FEET WEST OF A
 NM0325'FENCE, 1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 NM0325'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0051 ***********************************************************************
 NM0051  DESIGNATION -  C 146
 NM0051  PID         -  NM0051
 NM0051  STATE/COUNTY-  IA/WOODBURY
 NM0051  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM0051
 NM0051                         *CURRENT SURVEY CONTROL
 NM0051  ___________________________________________________________________
 NM0051* NAD 83(1986)-  42 30 46.     (N)    096 28 27.     (W)     SCALED    
 NM0051* NAVD 88     -       337.077  (meters)    1105.89   (feet)  ADJUSTED  
 NM0051  ___________________________________________________________________
 NM0051  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 NM0051  DYNAMIC HT  -         336.971 (meters)    1105.55  (feet)  COMP
 NM0051  MODELED GRAV-     980,296.0   (mgal)                       NAVD 88
 NM0051
 NM0051  VERT ORDER  -  FIRST     CLASS II
 NM0051
 NM0051.The horizontal coordinates were scaled from a topographic map and have
 NM0051.an estimated accuracy of +/- 6 seconds.
 NM0051
 NM0051.The orthometric height was determined by differential leveling
 NM0051.and adjusted by the National Geodetic Survey in June 1991..
 NM0051
 NM0051.The geoid height was determined by GEOID03.
 NM0051
 NM0051.The dynamic height is computed by dividing the NAVD 88
 NM0051.geopotential number by the normal gravity value computed on the
 NM0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0051.degrees latitude (g = 980.6199 gals.).
 NM0051
 NM0051.The modeled gravity was interpolated from observed gravity values.
 NM0051
 NM0051;                    North         East    Units  Estimated Accuracy
 NM0051;SPC IA N     - 1,116,790.    1,255,640.      MT  (+/- 180 meters Scaled)
 NM0051
 NM0051                          SUPERSEDED SURVEY CONTROL
 NM0051
 NM0051  NGVD 29 (??/??/92)  336.92   (m)         1105.4    (f) COMPUTED    1 2
 NM0051
 NM0051.Superseded values are not recommended for survey control.
 NM0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0051.See file dsdata.txt to determine how the superseded data were derived.
 NM0051
 NM0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN075098(NAD 83)
 NM0051_MARKER: DB = BENCH MARK DISK
 NM0051_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM0051_SP_SET: FOUNDATION
 NM0051_STAMPING: C 146 1948
 NM0051_MARK LOGO: CGS   
 NM0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0051+STABILITY: SURFACE MOTION
 NM0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0051+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 NM0051
 NM0051  HISTORY     - Date     Condition        Report By
 NM0051  HISTORY     - 1948     MONUMENTED       CGS
 NM0051  HISTORY     - 1948     GOOD             NGS
 NM0051  HISTORY     - 19900424 GOOD             NGS
 NM0051
 NM0051                          STATION DESCRIPTION
 NM0051
 NM0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0051'AT RIVERSIDE.
 NM0051'AT RIVERSIDE, 0.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 77 FROM THE
 NM0051'POST OFFICE, SET VERTICALLY IN THE EAST FACE OF THE RIVERSIDE
 NM0051'FIRE DEPARTMENT BUILDING, 1.0 FOOT SOUTH OF THE SOUTH DOOR
 NM0051'FACING OF THE MAIN OR EAST ENTRANCE, 7.0 FEET SOUTH OF THE SOUTH
 NM0051'DOOR FACING OF THE FIRE TRUCK ENTRANCE, 16.8 FEET NORTH OF
 NM0051'THE SOUTHEAST CORNER OF THE BUILDING, 1.9 FEET ABOVE THE SIDEWALK.
 NM0051
 NM0051                          STATION RECOVERY (1990)
 NM0051
 NM0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NM0051'IN RIVERSIDE, SET VERTICALLY IN THE EAST FACE OF A BUILDING AT 1909
 NM0051'RIVERSIDE BOULEVARD, 5.1 M (16.7 FT) NORTH OF THE SOUTHEAST CORNER OF
 NM0051'THE BUILDING, 0.9 M (3.0 FT) SOUTH OF THE CENTER OF THE ENTRANCE TO
 NM0051'THE BUILDING, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0513 ***********************************************************************
 MJ0513  FBN         -  This is a Federal Base Network Control Station.
 MJ0513  DESIGNATION -  C 147
 MJ0513  PID         -  MJ0513
 MJ0513  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0513  USGS QUAD   -  AVOCA (1994)
 MJ0513
 MJ0513                         *CURRENT SURVEY CONTROL
 MJ0513  ___________________________________________________________________
 MJ0513* NAD 83(1996)-  41 27 36.70369(N)    095 20 13.58734(W)     ADJUSTED  
 MJ0513* NAVD 88     -       344.240  (meters)    1129.39   (feet)  ADJUSTED  
 MJ0513  ___________________________________________________________________
 MJ0513  X           -    -445,278.272 (meters)                     COMP
 MJ0513  Y           -  -4,766,389.319 (meters)                     COMP
 MJ0513  Z           -   4,201,069.580 (meters)                     COMP
 MJ0513  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 MJ0513  ELLIP HEIGHT-         316.17  (meters)          (07/28/03) GPS OBS
 MJ0513  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 MJ0513  DYNAMIC HT  -         344.101 (meters)    1128.94  (feet)  COMP
 MJ0513  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 MJ0513
 MJ0513  HORZ ORDER  -  A
 MJ0513  VERT ORDER  -  SECOND    CLASS 0
 MJ0513  ELLP ORDER  -  FOURTH    CLASS I
 MJ0513
 MJ0513.The horizontal coordinates were established by GPS observations
 MJ0513.and adjusted by the National Geodetic Survey in July 2003..
 MJ0513
 MJ0513.The orthometric height was determined by differential leveling
 MJ0513.and adjusted by the National Geodetic Survey in June 1991..
 MJ0513.WARNING-GPS observations at this control monument resulted in a GPS
 MJ0513.derived orthometric height which differed from the leveled height by
 MJ0513.more than one decimeter (0.1 meter).
 MJ0513
 MJ0513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ0513
 MJ0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0513
 MJ0513.The ellipsoidal height was determined by GPS observations
 MJ0513.and is referenced to NAD 83.
 MJ0513
 MJ0513.The geoid height was determined by GEOID03.
 MJ0513
 MJ0513.The dynamic height is computed by dividing the NAVD 88
 MJ0513.geopotential number by the normal gravity value computed on the
 MJ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0513.degrees latitude (g = 980.6199 gals.).
 MJ0513
 MJ0513.The modeled gravity was interpolated from observed gravity values.
 MJ0513
 MJ0513;                    North         East     Units Scale Factor Converg.
 MJ0513;SPC IA S     -   163,774.924   346,532.433   MT  0.99995859   -1 12 36.4
 MJ0513;UTM  15      - 4,592,481.688   304,812.359   MT  1.00006888   -1 32 52.4
 MJ0513
 MJ0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0513!SPC IA S     -   0.99995041  x   0.99995859  =   0.99990900
 MJ0513!UTM  15      -   0.99995041  x   1.00006888  =   1.00001929
 MJ0513
 MJ0513                          SUPERSEDED SURVEY CONTROL
 MJ0513
 MJ0513  NAD 83(1996)-  41 27 36.70331(N)    095 20 13.59006(W) AD(       ) 3
 MJ0513  ELLIP H (05/06/99)  316.23   (m)                       GP(       ) 4 1
 MJ0513  NAD 83(1996)-  41 27 36.70442(N)    095 20 13.59059(W) AD(       ) 3
 MJ0513  NAD 83(1986)-  41 27 36.70994(N)    095 20 13.59303(W) AD(       ) 3
 MJ0513  NGVD 29 (??/??/92)  344.148  (m)         1129.09   (f) ADJ UNCH    2 0
 MJ0513
 MJ0513.Superseded values are not recommended for survey control.
 MJ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0513.See file dsdata.txt to determine how the superseded data were derived.
 MJ0513
 MJ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF0481292482(NAD 83)
 MJ0513_MARKER: DB = BENCH MARK DISK
 MJ0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0513_SP_SET: CONCRETE POST
 MJ0513_STAMPING: C 147 1949
 MJ0513_MARK LOGO: CGS   
 MJ0513_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0513+STABILITY: SURFACE MOTION
 MJ0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0513+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 MJ0513
 MJ0513  HISTORY     - Date     Condition        Report By
 MJ0513  HISTORY     - 1949     MONUMENTED       CGS
 MJ0513  HISTORY     - 19890608 GOOD             NGS
 MJ0513  HISTORY     - 19910824 GOOD             LOCENG
 MJ0513  HISTORY     - 20030205 GOOD             NGS
 MJ0513
 MJ0513                          STATION DESCRIPTION
 MJ0513
 MJ0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0513'1.1 MI S FROM AVOCA.
 MJ0513'1.1 MILES SOUTH ALONG U.S. HIGHWAY NO. 59 FROM THE AVOCA
 MJ0513'WATERWORKS BUILDING AT AVOCA, ABOUT 0.15 MILE SOUTH OF A STEEL
 MJ0513'BRIDGE OVER A LARGE CREEK, AT THE INTERSECTION OF THE HIGHWAY
 MJ0513'AND A PUBLIC ROAD LEADING EAST, 15.0 FEET SOUTH OF THE CENTER
 MJ0513'LINE OF A PRIVATE ROAD LEADING WEST, 70.0 FEET WEST OF THE
 MJ0513'CENTER LINE OF THE HIGHWAY, 4.0 FEET SOUTH OF A POWER LINE
 MJ0513'POLE, 1.0 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE, 1.4 FEET
 MJ0513'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MJ0513'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MJ0513
 MJ0513                          STATION RECOVERY (1989)
 MJ0513
 MJ0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0513'THE STATION LOCATED ABOUT 2.1 KM (1.30 MI) SOUTH OF AVOCA, ALONG THE
 MJ0513'WEST SIDE OF US HIGHWAY 59, DIRECTLY NORTHWEST AND ACROSS THE HIGHWAY
 MJ0513'FROM STEMPLE IMPLEMENT INC. (A JOHN DEERE DEALERSHIP).
 MJ0513'OWNERSHIP--DEPARTMENT OF TRANSPORTATION, 800 LINCOLN WAY, AMES, IA
 MJ0513'50010, PHONE (515) 239-1101.
 MJ0513'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND STATE
 MJ0513'HIGHWAY 83 IN AVOCA, GO SOUTH ON US HIGHWAY 59 FOR 1.8 KM (1.10 MI) TO
 MJ0513'THE JUNCTION OF A GRAVEL ROAD LEADING EAST AND THE STATION ON THE
 MJ0513'RIGHT ON THE SOUTH SIDE OF AN ENTRANCE ROAD TO A FIELD.
 MJ0513'THE STATION IS A STANDARD CGS BENCHMARK DISK FLUSH WITH THE GROUND.
 MJ0513'LOCATED 21.4 M (70.2 FT) WEST OF THE CENTER OF US HIGHWAY 59, 8.1 M
 MJ0513'(26.6 FT) NORTH OF A POWER POLE, 5.5 M (18.0 FT) SOUTH OF THE CENTER
 MJ0513'OF THE ENTRANCE ROAD TO THE FIELD, 1.6 M (5.2 FT) SOUTH OF THE
 MJ0513'NORTHEAST CORNER POST OF A FENCE, 1.3 M (4.3 FT) SOUTH OF A METAL POST
 MJ0513'WITH SIGN (WARNING UNDER GROUND CABLE), AND 0.2 M (0.7 FT) NORTH OF A
 MJ0513'FIBERGLASS WITNESS POST.
 MJ0513'DESCRIBED BY M. L. MCCREADY.
 MJ0513
 MJ0513                          STATION RECOVERY (1991)
 MJ0513
 MJ0513'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 MJ0513'RECOVERED IN GOOD CONDITION.
 MJ0513
 MJ0513                          STATION RECOVERY (2003)
 MJ0513
 MJ0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JW)
 MJ0513'THE STATION IS LOCATED ABOUT 1.8 KM OR 1.1 MI SOUTH OF AVOCA, IN HWY
 MJ0513'R.O.W. ALONG THE WEST
 MJ0513'SIDE OF US HWY 59, DIRECTLY NW AND ACROSS THE HWY FROM FAGA-JORGENSEN,
 MJ0513'INC, A JOHN
 MJ0513'DEERE DEALERSHIP.
 MJ0513' 
 MJ0513'TO REACH THE STATION FROM THE JUNCTION OF US 59 AND STATE HWY 83 IN
 MJ0513'AVOCA, GO 1.8 KM OR
 MJ0513'1.1 MILES SOUTH ON US 59 TO THE JUNCTION OF 450TH ST, A GRAVEL ROAD
 MJ0513'LEADING EAST, AND THE
 MJ0513'MARK ON THE RIGHT ON THE SOUTH SIDE OF A FIELD ENTRANCE ROAD.
 MJ0513' 
 MJ0513'THE MARK IS 21.4 M (70.2 FT) WEST OF HWY CENTERLINE, 8.1 M (26.6 FT)
 MJ0513'NORTH OF A POWER POLE, 7.7
 MJ0513'M (25.3 FT) NE OF A HWY SIGN (US HWY 59--450TH ST), 5.5 M (18.0 FT)
 MJ0513'SOUTH OF THE FIELD ENTRANCE
 MJ0513'RD, 1.6 M (5.2 FT) SOUTH OF THE NE CORNER POST OF A FENCE, 0.35 M (1.2
 MJ0513'FT) SOUTH OF A FIBER
 MJ0513'OPTIC SIGN, AND 0.25 M (0.8 FT) NORTH OF A FIBERGLASS WITNESS POST.
 MJ0513'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0464 ***********************************************************************
 MJ0464  DESIGNATION -  C 148
 MJ0464  PID         -  MJ0464
 MJ0464  STATE/COUNTY-  IA/MILLS
 MJ0464  USGS QUAD   -  EMERSON (1978)
 MJ0464
 MJ0464                         *CURRENT SURVEY CONTROL
 MJ0464  ___________________________________________________________________
 MJ0464* NAD 83(1986)-  41 05 21.     (N)    095 28 49.     (W)     SCALED    
 MJ0464* NAVD 88     -       309.159  (meters)    1014.30   (feet)  ADJUSTED  
 MJ0464  ___________________________________________________________________
 MJ0464  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 MJ0464  DYNAMIC HT  -         309.027 (meters)    1013.87  (feet)  COMP
 MJ0464  MODELED GRAV-     980,187.6   (mgal)                       NAVD 88
 MJ0464
 MJ0464  VERT ORDER  -  SECOND    CLASS 0
 MJ0464
 MJ0464.The horizontal coordinates were scaled from a topographic map and have
 MJ0464.an estimated accuracy of +/- 6 seconds.
 MJ0464
 MJ0464.The orthometric height was determined by differential leveling
 MJ0464.and adjusted by the National Geodetic Survey in June 1991..
 MJ0464
 MJ0464.The geoid height was determined by GEOID03.
 MJ0464
 MJ0464.The dynamic height is computed by dividing the NAVD 88
 MJ0464.geopotential number by the normal gravity value computed on the
 MJ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0464.degrees latitude (g = 980.6199 gals.).
 MJ0464
 MJ0464.The modeled gravity was interpolated from observed gravity values.
 MJ0464
 MJ0464;                    North         East    Units  Estimated Accuracy
 MJ0464;SPC IA S     -   122,840.      333,640.      MT  (+/- 180 meters Scaled)
 MJ0464
 MJ0464                          SUPERSEDED SURVEY CONTROL
 MJ0464
 MJ0464  NGVD 29 (??/??/92)  309.082  (m)         1014.05   (f) ADJ UNCH    2 0
 MJ0464
 MJ0464.Superseded values are not recommended for survey control.
 MJ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0464.See file dsdata.txt to determine how the superseded data were derived.
 MJ0464
 MJ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF916516(NAD 83)
 MJ0464_MARKER: DB = BENCH MARK DISK
 MJ0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0464_SP_SET: PIER
 MJ0464_STAMPING: C 148 1949
 MJ0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0464
 MJ0464  HISTORY     - Date     Condition        Report By
 MJ0464  HISTORY     - 1949     MONUMENTED       CGS
 MJ0464
 MJ0464                          STATION DESCRIPTION
 MJ0464
 MJ0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0464'5.4 MI NE FROM HASTINGS.
 MJ0464'0.4 MILE NORTH ALONG COUNTY ROAD U FROM THE POST OFFICE AT
 MJ0464'HASTINGS, THENCE 1.1 MILES EAST ALONG COUNTY ROAD U AND U.S.
 MJ0464'HIGHWAY 34, THENCE 3.85 MILES NORTH ALONG COUNTY ROAD U, 0.1 MILE
 MJ0464'NORTH OF COUNTY ROAD B LEADING EAST, SET IN THE SOUTHWEST END
 MJ0464'OF THE MOST NORTHERLY ONE OF THREE CONCRETE PIERS OF A STEEL
 MJ0464'BRIDGE OVER THE WEST NISHNABOTNA RIVER, 13.0 FEET WEST OF THE
 MJ0464'CENTER LINE OF THE ROAD, 5.5 FEET BELOW ROAD LEVEL, AND 1.2 FEET
 MJ0464'NORTHEAST OF THE SOUTHWEST END OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0474 ***********************************************************************
 MJ0474  DESIGNATION -  C 149
 MJ0474  PID         -  MJ0474
 MJ0474  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0474  USGS QUAD   -  CARSON (1978)
 MJ0474
 MJ0474                         *CURRENT SURVEY CONTROL
 MJ0474  ___________________________________________________________________
 MJ0474* NAD 83(1986)-  41 10 42.     (N)    095 24 13.     (W)     SCALED    
 MJ0474* NAVD 88     -       363.998  (meters)    1194.22   (feet)  ADJUSTED  
 MJ0474  ___________________________________________________________________
 MJ0474  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 MJ0474  DYNAMIC HT  -         363.847 (meters)    1193.72  (feet)  COMP
 MJ0474  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 MJ0474
 MJ0474  VERT ORDER  -  SECOND    CLASS 0
 MJ0474
 MJ0474.The horizontal coordinates were scaled from a topographic map and have
 MJ0474.an estimated accuracy of +/- 6 seconds.
 MJ0474
 MJ0474.The orthometric height was determined by differential leveling
 MJ0474.and adjusted by the National Geodetic Survey in June 1991..
 MJ0474
 MJ0474.The geoid height was determined by GEOID03.
 MJ0474
 MJ0474.The dynamic height is computed by dividing the NAVD 88
 MJ0474.geopotential number by the normal gravity value computed on the
 MJ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0474.degrees latitude (g = 980.6199 gals.).
 MJ0474
 MJ0474.The modeled gravity was interpolated from observed gravity values.
 MJ0474
 MJ0474;                    North         East    Units  Estimated Accuracy
 MJ0474;SPC IA S     -   132,600.      340,290.      MT  (+/- 180 meters Scaled)
 MJ0474
 MJ0474                          SUPERSEDED SURVEY CONTROL
 MJ0474
 MJ0474  NGVD 29 (??/??/92)  363.916  (m)         1193.95   (f) ADJ UNCH    2 0
 MJ0474
 MJ0474.Superseded values are not recommended for survey control.
 MJ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0474.See file dsdata.txt to determine how the superseded data were derived.
 MJ0474
 MJ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF983613(NAD 83)
 MJ0474_MARKER: DB = BENCH MARK DISK
 MJ0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0474_STAMPING: C 149 1949
 MJ0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0474+STABILITY: SURFACE MOTION
 MJ0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0474+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 MJ0474
 MJ0474  HISTORY     - Date     Condition        Report By
 MJ0474  HISTORY     - 1949     MONUMENTED       CGS
 MJ0474  HISTORY     - 20031105 GOOD             JCLS
 MJ0474
 MJ0474                          STATION DESCRIPTION
 MJ0474
 MJ0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0474'4 MI NE FROM HENDERSON.
 MJ0474'1.8 MILES NORTHEAST ALONG STATE HIGHWAY NO. 244 FROM THE CITIZENS
 MJ0474'BANK AT HENDERSON, THENCE 2.2 MILES NORTH ALONG U.S. HIGHWAY NO.
 MJ0474'59, IN THE NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 103.0
 MJ0474'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 69.0 FEET NORTH
 MJ0474'OF THE CENTER LINE OF THE EAST-WEST ROAD, 52.8 FEET NORTHWEST
 MJ0474'OF A POWER LINE POLE, 40.1 FEET NORTH OF A CORNER FENCE POST,
 MJ0474'1.1 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH
 MJ0474'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MJ0474'0.4 FOOT ABOVE THE GROUND.
 MJ0474
 MJ0474                          STATION RECOVERY (2003)
 MJ0474
 MJ0474'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 MJ0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0002 ***********************************************************************
 NM0002  DESIGNATION -  C 15
 NM0002  PID         -  NM0002
 NM0002  STATE/COUNTY-  IA/WOODBURY
 NM0002  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM0002
 NM0002                         *CURRENT SURVEY CONTROL
 NM0002  ___________________________________________________________________
 NM0002* NAD 83(1986)-  42 30 36.     (N)    096 23 24.     (W)     SCALED    
 NM0002* NAVD 88     -       336.441  (meters)    1103.81   (feet)  ADJUSTED  
 NM0002  ___________________________________________________________________
 NM0002  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 NM0002  DYNAMIC HT  -         336.333 (meters)    1103.45  (feet)  COMP
 NM0002  MODELED GRAV-     980,290.8   (mgal)                       NAVD 88
 NM0002
 NM0002  VERT ORDER  -  SECOND    CLASS 0
 NM0002
 NM0002.The horizontal coordinates were scaled from a topographic map and have
 NM0002.an estimated accuracy of +/- 6 seconds.
 NM0002
 NM0002.The orthometric height was determined by differential leveling
 NM0002.and adjusted by the National Geodetic Survey in June 1991..
 NM0002
 NM0002.The geoid height was determined by GEOID03.
 NM0002
 NM0002.The dynamic height is computed by dividing the NAVD 88
 NM0002.geopotential number by the normal gravity value computed on the
 NM0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0002.degrees latitude (g = 980.6199 gals.).
 NM0002
 NM0002.The modeled gravity was interpolated from observed gravity values.
 NM0002
 NM0002;                    North         East    Units  Estimated Accuracy
 NM0002;SPC IA N     - 1,116,250.    1,262,540.      MT  (+/- 180 meters Scaled)
 NM0002
 NM0002                          SUPERSEDED SURVEY CONTROL
 NM0002
 NM0002  NGVD 29 (??/??/92)  336.222  (m)         1103.09   (f) ADJ UNCH    2 0
 NM0002
 NM0002.Superseded values are not recommended for survey control.
 NM0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0002.See file dsdata.txt to determine how the superseded data were derived.
 NM0002
 NM0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN144097(NAD 83)
 NM0002_MARKER: DB = BENCH MARK DISK
 NM0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0002_STAMPING: C 15 1934
 NM0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0002+STABILITY: SURFACE MOTION
 NM0002
 NM0002  HISTORY     - Date     Condition        Report By
 NM0002  HISTORY     - 1934     MONUMENTED       CGS
 NM0002  HISTORY     - 1962     MARK NOT FOUND   NGS
 NM0002
 NM0002                          STATION DESCRIPTION
 NM0002
 NM0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NM0002'1.9 MI N FROM SIOUX CITY.
 NM0002'1.9 MILES NORTH ALONG THE SOO LINE RAILROAD, FORMERLY (C.STP. M.
 NM0002'AND O. RY.) FROM THE STATION AT SIOUX CITY, 50 YARDS NORTH OF
 NM0002'THE NINETEENTH STREET CROSSING, 43.4 FEET WEST OF THE
 NM0002'CENTERLINE OF HAWKEYE DRIVE, AND 38 FEET EAST OF THE EAST RAIL
 NM0002'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED C 15 1934 AND SET
 NM0002'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0411 ***********************************************************************
 MJ0411  DESIGNATION -  C 150
 MJ0411  PID         -  MJ0411
 MJ0411  STATE/COUNTY-  IA/CASS
 MJ0411  USGS QUAD   -  WALNUT (1971)
 MJ0411
 MJ0411                         *CURRENT SURVEY CONTROL
 MJ0411  ___________________________________________________________________
 MJ0411* NAD 83(1986)-  41 27 19.     (N)    095 08 04.     (W)     SCALED    
 MJ0411* NAVD 88     -       360.631  (meters)    1183.17   (feet)  ADJUSTED  
 MJ0411  ___________________________________________________________________
 MJ0411  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 MJ0411  DYNAMIC HT  -         360.493 (meters)    1182.72  (feet)  COMP
 MJ0411  MODELED GRAV-     980,230.9   (mgal)                       NAVD 88
 MJ0411
 MJ0411  VERT ORDER  -  FIRST     CLASS II
 MJ0411
 MJ0411.The horizontal coordinates were scaled from a topographic map and have
 MJ0411.an estimated accuracy of +/- 6 seconds.
 MJ0411
 MJ0411.The orthometric height was determined by differential leveling
 MJ0411.and adjusted by the National Geodetic Survey in June 1991..
 MJ0411
 MJ0411.The geoid height was determined by GEOID03.
 MJ0411
 MJ0411.The dynamic height is computed by dividing the NAVD 88
 MJ0411.geopotential number by the normal gravity value computed on the
 MJ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0411.degrees latitude (g = 980.6199 gals.).
 MJ0411
 MJ0411.The modeled gravity was interpolated from observed gravity values.
 MJ0411
 MJ0411;                    North         East    Units  Estimated Accuracy
 MJ0411;SPC IA S     -   162,890.      363,450.      MT  (+/- 180 meters Scaled)
 MJ0411
 MJ0411                          SUPERSEDED SURVEY CONTROL
 MJ0411
 MJ0411  NGVD 29 (??/??/92)  360.554  (m)         1182.92   (f) ADJ UNCH    1 2
 MJ0411
 MJ0411.Superseded values are not recommended for survey control.
 MJ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0411.See file dsdata.txt to determine how the superseded data were derived.
 MJ0411
 MJ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF217914(NAD 83)
 MJ0411_MARKER: DB = BENCH MARK DISK
 MJ0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0411_SP_SET: BRIDGE
 MJ0411_STAMPING: C 150 1949
 MJ0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0411
 MJ0411  HISTORY     - Date     Condition        Report By
 MJ0411  HISTORY     - 1949     MONUMENTED       CGS
 MJ0411  HISTORY     - 1950     GOOD             NGS
 MJ0411
 MJ0411                          STATION DESCRIPTION
 MJ0411
 MJ0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0411'1.4 MI NW FROM MARNE.
 MJ0411'1.4 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0411'RAILWAY FROM THE STATION AT MARNE, SET IN THE EAST END OF THE
 MJ0411'SOUTH WINGWALL AT THE EAST END OF A STEEL BRIDGE OVER INDIAN
 MJ0411'CREEK, 5.0 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 1.0 FOOT
 MJ0411'WEST OF THE EAST END, 0.6 FOOT NORTH OF THE SOUTH FACE, 0.6 FOOT
 MJ0411'SOUTH OF THE NORTH FACE OF THE WINGWALL, ABOUT 1.0 FOOT BELOW
 MJ0411'TRACK LEVEL.
 MJ0411
 MJ0411                          STATION RECOVERY (1950)
 MJ0411
 MJ0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MJ0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0371 ***********************************************************************
 MJ0371  DESIGNATION -  C 151
 MJ0371  PID         -  MJ0371
 MJ0371  STATE/COUNTY-  IA/SHELBY
 MJ0371  USGS QUAD   -  DEFIANCE (1971)
 MJ0371
 MJ0371                         *CURRENT SURVEY CONTROL
 MJ0371  ___________________________________________________________________
 MJ0371* NAD 83(1986)-  41 47 30.     (N)    095 16 00.     (W)     SCALED    
 MJ0371* NAVD 88     -       424.695  (meters)    1393.35   (feet)  ADJUSTED  
 MJ0371  ___________________________________________________________________
 MJ0371  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 MJ0371  DYNAMIC HT  -         424.494 (meters)    1392.69  (feet)  COMP
 MJ0371  MODELED GRAV-     980,137.1   (mgal)                       NAVD 88
 MJ0371
 MJ0371  VERT ORDER  -  SECOND    CLASS 0
 MJ0371
 MJ0371.The horizontal coordinates were scaled from a topographic map and have
 MJ0371.an estimated accuracy of +/- 6 seconds.
 MJ0371
 MJ0371.The orthometric height was determined by differential leveling
 MJ0371.and adjusted by the National Geodetic Survey in June 1991..
 MJ0371
 MJ0371.The geoid height was determined by GEOID03.
 MJ0371
 MJ0371.The dynamic height is computed by dividing the NAVD 88
 MJ0371.geopotential number by the normal gravity value computed on the
 MJ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0371.degrees latitude (g = 980.6199 gals.).
 MJ0371
 MJ0371.The modeled gravity was interpolated from observed gravity values.
 MJ0371
 MJ0371;                    North         East    Units  Estimated Accuracy
 MJ0371;SPC IA S     -   200,460.      353,160.      MT  (+/- 180 meters Scaled)
 MJ0371
 MJ0371                          SUPERSEDED SURVEY CONTROL
 MJ0371
 MJ0371  NGVD 29 (??/??/92)  424.560  (m)         1392.91   (f) ADJ UNCH    2 0
 MJ0371
 MJ0371.Superseded values are not recommended for survey control.
 MJ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0371.See file dsdata.txt to determine how the superseded data were derived.
 MJ0371
 MJ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG116291(NAD 83)
 MJ0371_MARKER: DB = BENCH MARK DISK
 MJ0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0371_STAMPING: C 151 1949
 MJ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0371+STABILITY: SURFACE MOTION
 MJ0371
 MJ0371  HISTORY     - Date     Condition        Report By
 MJ0371  HISTORY     - 1949     MONUMENTED       CGS
 MJ0371
 MJ0371                          STATION DESCRIPTION
 MJ0371
 MJ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0371'3 MI W FROM IRWIN.
 MJ0371'3.05 MILES WEST ALONG STATE HIGHWAY NO. 268 FROM THE JUNCTION OF
 MJ0371'STATE HIGHWAY NO. 268 WITH COUNTY ROAD M AT IRWIN, IN THE
 MJ0371'SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 111.0 FEET EAST
 MJ0371'OF THE CENTER LINE OF A NORTH-SOUTH SECTION LINE ROAD, 58.0
 MJ0371'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 200.0 FEET
 MJ0371'EAST OF THE PLEASANT VIEW SCHOOL, 76.0 FEET EAST OF A POWER LINE
 MJ0371'POLE AT A FENCE CORNER, 1.3 FEET NORTH OF A FENCE, 1.3 FEET
 MJ0371'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MJ0371'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0396 ***********************************************************************
 NM0396  DESIGNATION -  C 152
 NM0396  PID         -  NM0396
 NM0396  STATE/COUNTY-  IA/WOODBURY
 NM0396  USGS QUAD   -  SALIX (1976)
 NM0396
 NM0396                         *CURRENT SURVEY CONTROL
 NM0396  ___________________________________________________________________
 NM0396* NAD 83(1986)-  42 18 04.     (N)    096 15 01.     (W)     SCALED    
 NM0396* NAVD 88     -       328.111  (meters)    1076.48   (feet)  ADJUSTED  
 NM0396  ___________________________________________________________________
 NM0396  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 NM0396  DYNAMIC HT  -         328.004 (meters)    1076.13  (feet)  COMP
 NM0396  MODELED GRAV-     980,284.2   (mgal)                       NAVD 88
 NM0396
 NM0396  VERT ORDER  -  SECOND    CLASS 0
 NM0396
 NM0396.The horizontal coordinates were scaled from a topographic map and have
 NM0396.an estimated accuracy of +/- 6 seconds.
 NM0396
 NM0396.The orthometric height was determined by differential leveling
 NM0396.and adjusted by the National Geodetic Survey in June 1991..
 NM0396
 NM0396.The geoid height was determined by GEOID03.
 NM0396
 NM0396.The dynamic height is computed by dividing the NAVD 88
 NM0396.geopotential number by the normal gravity value computed on the
 NM0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0396.degrees latitude (g = 980.6199 gals.).
 NM0396
 NM0396.The modeled gravity was interpolated from observed gravity values.
 NM0396
 NM0396;                    North         East    Units  Estimated Accuracy
 NM0396;SPC IA N     - 1,092,670.    1,273,260.      MT  (+/- 180 meters Scaled)
 NM0396
 NM0396                          SUPERSEDED SURVEY CONTROL
 NM0396
 NM0396  NGVD 29 (??/??/92)  327.956  (m)         1075.97   (f) ADJ UNCH    2 0
 NM0396
 NM0396.Superseded values are not recommended for survey control.
 NM0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0396.See file dsdata.txt to determine how the superseded data were derived.
 NM0396
 NM0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM266868(NAD 83)
 NM0396_MARKER: DB = BENCH MARK DISK
 NM0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0396_STAMPING: C 152 1949
 NM0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0396+STABILITY: SURFACE MOTION
 NM0396
 NM0396  HISTORY     - Date     Condition        Report By
 NM0396  HISTORY     - 1949     MONUMENTED       CGS
 NM0396
 NM0396                          STATION DESCRIPTION
 NM0396
 NM0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0396'2.1 MI SE FROM SALIX.
 NM0396'0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND
 NM0396'NORTH WESTERN RAILWAY STATION AT SALIX, THENCE 1.45 MILES EAST
 NM0396'ALONG A GRAVELED ROAD, AT THE FARM HOME OF CHARLES CURR AND
 NM0396'OCCUPIED BY CLARK BENSON, 228 FEET EAST OF THE CENTER LINE OF
 NM0396'A NORTH-SOUTH ROAD, 164 FEET NORTH OF THE CENTER LINE OF AN
 NM0396'EAST-WEST ROAD, 41.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 NM0396'THE HOUSE, 2.7 FEET NORTHEAST OF THE SOUTHEAST LEG OF THE WINDMILL,
 NM0396'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.2
 NM0396'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0375 ***********************************************************************
 NM0375  DESIGNATION -  C 153
 NM0375  PID         -  NM0375
 NM0375  STATE/COUNTY-  IA/MONONA
 NM0375  USGS QUAD   -  HORNICK (1969)
 NM0375
 NM0375                         *CURRENT SURVEY CONTROL
 NM0375  ___________________________________________________________________
 NM0375* NAD 83(1986)-  42 10 10.     (N)    096 03 32.     (W)     SCALED    
 NM0375* NAVD 88     -       322.659  (meters)    1058.59   (feet)  ADJUSTED  
 NM0375  ___________________________________________________________________
 NM0375  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 NM0375  DYNAMIC HT  -         322.547 (meters)    1058.22  (feet)  COMP
 NM0375  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 NM0375
 NM0375  VERT ORDER  -  SECOND    CLASS 0
 NM0375
 NM0375.The horizontal coordinates were scaled from a topographic map and have
 NM0375.an estimated accuracy of +/- 6 seconds.
 NM0375
 NM0375.The orthometric height was determined by differential leveling
 NM0375.and adjusted by the National Geodetic Survey in June 1991..
 NM0375
 NM0375.The geoid height was determined by GEOID03.
 NM0375
 NM0375.The dynamic height is computed by dividing the NAVD 88
 NM0375.geopotential number by the normal gravity value computed on the
 NM0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0375.degrees latitude (g = 980.6199 gals.).
 NM0375
 NM0375.The modeled gravity was interpolated from observed gravity values.
 NM0375
 NM0375;                    North         East    Units  Estimated Accuracy
 NM0375;SPC IA N     - 1,077,560.    1,288,590.      MT  (+/- 180 meters Scaled)
 NM0375
 NM0375                          SUPERSEDED SURVEY CONTROL
 NM0375
 NM0375  NGVD 29 (??/??/92)  322.514  (m)         1058.11   (f) ADJ UNCH    2 0
 NM0375
 NM0375.Superseded values are not recommended for survey control.
 NM0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0375.See file dsdata.txt to determine how the superseded data were derived.
 NM0375
 NM0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM429727(NAD 83)
 NM0375_MARKER: DB = BENCH MARK DISK
 NM0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0375_STAMPING: C 153 1949
 NM0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0375+STABILITY: SURFACE MOTION
 NM0375
 NM0375  HISTORY     - Date     Condition        Report By
 NM0375  HISTORY     - 1949     MONUMENTED       CGS
 NM0375
 NM0375                          STATION DESCRIPTION
 NM0375
 NM0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0375'6 MI SE FROM HORNICK.
 NM0375'0.2 MILE SOUTHEAST ALONG A GRAVELED STREET FROM THE CHICAGO,
 NM0375'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT HORNICK,
 NM0375'THENCE 0.85 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 NM0375'SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 NM0375'GRAVELED ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD,
 NM0375'THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, 53 FEET WEST
 NM0375'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 46.0 FEET SOUTHWEST
 NM0375'OF THE WEST END OF A 24-INCH GALVANIZED PIPE CULVERT, 3.0 FEET
 NM0375'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 NM0375'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0368 ***********************************************************************
 NM0368  DESIGNATION -  C 155
 NM0368  PID         -  NM0368
 NM0368  STATE/COUNTY-  IA/WOODBURY
 NM0368  USGS QUAD   -  HORNICK (1969)
 NM0368
 NM0368                         *CURRENT SURVEY CONTROL
 NM0368  ___________________________________________________________________
 NM0368* NAD 83(1986)-  42 13 52.     (N)    096 05 48.     (W)     SCALED    
 NM0368* NAVD 88     -       325.364  (meters)    1067.47   (feet)  ADJUSTED  
 NM0368  ___________________________________________________________________
 NM0368  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 NM0368  DYNAMIC HT  -         325.256 (meters)    1067.11  (feet)  COMP
 NM0368  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 NM0368
 NM0368  VERT ORDER  -  SECOND    CLASS 0
 NM0368
 NM0368.The horizontal coordinates were scaled from a topographic map and have
 NM0368.an estimated accuracy of +/- 6 seconds.
 NM0368
 NM0368.The orthometric height was determined by differential leveling
 NM0368.and adjusted by the National Geodetic Survey in June 1991..
 NM0368
 NM0368.The geoid height was determined by GEOID03.
 NM0368
 NM0368.The dynamic height is computed by dividing the NAVD 88
 NM0368.geopotential number by the normal gravity value computed on the
 NM0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0368.degrees latitude (g = 980.6199 gals.).
 NM0368
 NM0368.The modeled gravity was interpolated from observed gravity values.
 NM0368
 NM0368;                    North         East    Units  Estimated Accuracy
 NM0368;SPC IA N     - 1,084,500.    1,285,680.      MT  (+/- 180 meters Scaled)
 NM0368
 NM0368                          SUPERSEDED SURVEY CONTROL
 NM0368
 NM0368  NGVD 29 (??/??/92)  325.215  (m)         1066.98   (f) ADJ UNCH    2 0
 NM0368
 NM0368.Superseded values are not recommended for survey control.
 NM0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0368.See file dsdata.txt to determine how the superseded data were derived.
 NM0368
 NM0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM395795(NAD 83)
 NM0368_MARKER: DB = BENCH MARK DISK
 NM0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0368_SP_SET: TOWER LEG BASE
 NM0368_STAMPING: C 155 1949
 NM0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0368
 NM0368  HISTORY     - Date     Condition        Report By
 NM0368  HISTORY     - 1949     MONUMENTED       CGS
 NM0368
 NM0368                          STATION DESCRIPTION
 NM0368
 NM0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0368'AT HORNICK.
 NM0368'AT HORNICK, IN THE BASE OF THE NORTHWEST LEG OF THE WATER TOWER,
 NM0368'73.3 FEET EAST OF THE NORTHEAST CORNER OF THE FIRE STATION,
 NM0368'0.7 FOOT SOUTH OF THE NORTH CORNER OF THE BASE OF THE LEG, 0.4
 NM0368'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0306 ***********************************************************************
 LF0306  DESIGNATION -  C 156
 LF0306  PID         -  LF0306
 LF0306  STATE/COUNTY-  IA/FREMONT
 LF0306  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF0306
 LF0306                         *CURRENT SURVEY CONTROL
 LF0306  ___________________________________________________________________
 LF0306* NAD 83(1986)-  40 45 21.     (N)    095 25 01.     (W)     SCALED    
 LF0306* NAVD 88     -       290.440  (meters)     952.89   (feet)  ADJUSTED  
 LF0306  ___________________________________________________________________
 LF0306  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LF0306  DYNAMIC HT  -         290.284 (meters)     952.37  (feet)  COMP
 LF0306  MODELED GRAV-     980,078.7   (mgal)                       NAVD 88
 LF0306
 LF0306  VERT ORDER  -  SECOND    CLASS 0
 LF0306
 LF0306.This mark is at Shenandoah Municipal Airport (SDA)
 LF0306
 LF0306.The horizontal coordinates were scaled from a topographic map and have
 LF0306.an estimated accuracy of +/- 6 seconds.
 LF0306
 LF0306.The orthometric height was determined by differential leveling
 LF0306.and adjusted by the National Geodetic Survey in June 1991..
 LF0306
 LF0306.The geoid height was determined by GEOID03.
 LF0306
 LF0306.The dynamic height is computed by dividing the NAVD 88
 LF0306.geopotential number by the normal gravity value computed on the
 LF0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0306.degrees latitude (g = 980.6199 gals.).
 LF0306
 LF0306.The modeled gravity was interpolated from observed gravity values.
 LF0306
 LF0306;                    North         East    Units  Estimated Accuracy
 LF0306;SPC IA S     -    85,720.      338,140.      MT  (+/- 180 meters Scaled)
 LF0306
 LF0306                          SUPERSEDED SURVEY CONTROL
 LF0306
 LF0306  NGVD 29 (??/??/92)  290.326  (m)          952.51   (f) ADJ UNCH    2 0
 LF0306
 LF0306.Superseded values are not recommended for survey control.
 LF0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0306.See file dsdata.txt to determine how the superseded data were derived.
 LF0306
 LF0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF959144(NAD 83)
 LF0306_MARKER: DB = BENCH MARK DISK
 LF0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0306_STAMPING: C 156 1949
 LF0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0306+STABILITY: SURFACE MOTION
 LF0306
 LF0306  HISTORY     - Date     Condition        Report By
 LF0306  HISTORY     - 1949     MONUMENTED       CGS
 LF0306
 LF0306                          STATION DESCRIPTION
 LF0306
 LF0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0306'2.2 MI SW FROM SHENANDOAH.
 LF0306'0.5 MILE SOUTH ALONG U.S. HIGHWAY 59 FROM ITS JUNCTION WITH STATE
 LF0306'HIGHWAYS 2 AND 48 AT THE WEST EDGE OF SHENANDOAH, THENCE 1.7
 LF0306'MILES WEST ALONG A GRAVELED ROAD, AT THE SHENANDOAH MUNICIPAL
 LF0306'AIRPORT, AT THE EAST CORNER OF THE WORKSHOP, 167 FEET SOUTHEAST
 LF0306'OF THE EAST CORNER OF A HANGAR, 2.0 FEET SOUTHWEST OF A WITNESS
 LF0306'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 LF0306'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0909 ***********************************************************************
 LF0909  DESIGNATION -  C 157
 LF0909  PID         -  LF0909
 LF0909  STATE/COUNTY-  IA/FREMONT
 LF0909  USGS QUAD   -  RANDOLPH (1957)
 LF0909
 LF0909                         *CURRENT SURVEY CONTROL
 LF0909  ___________________________________________________________________
 LF0909* NAD 83(1986)-  40 45 01.     (N)    095 34 31.     (W)     SCALED    
 LF0909* NAVD 88     -       287.670  (meters)     943.80   (feet)  ADJUSTED  
 LF0909  ___________________________________________________________________
 LF0909  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LF0909  DYNAMIC HT  -         287.516 (meters)     943.29  (feet)  COMP
 LF0909  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 LF0909
 LF0909  VERT ORDER  -  SECOND    CLASS 0
 LF0909
 LF0909.The horizontal coordinates were scaled from a topographic map and have
 LF0909.an estimated accuracy of +/- 6 seconds.
 LF0909
 LF0909.The orthometric height was determined by differential leveling
 LF0909.and adjusted by the National Geodetic Survey in June 1991..
 LF0909
 LF0909.The geoid height was determined by GEOID03.
 LF0909
 LF0909.The dynamic height is computed by dividing the NAVD 88
 LF0909.geopotential number by the normal gravity value computed on the
 LF0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0909.degrees latitude (g = 980.6199 gals.).
 LF0909
 LF0909.The modeled gravity was interpolated from observed gravity values.
 LF0909
 LF0909;                    North         East    Units  Estimated Accuracy
 LF0909;SPC IA S     -    85,410.      324,760.      MT  (+/- 180 meters Scaled)
 LF0909
 LF0909                          SUPERSEDED SURVEY CONTROL
 LF0909
 LF0909  NGVD 29 (??/??/92)  287.565  (m)          943.45   (f) ADJ UNCH    2 0
 LF0909
 LF0909.Superseded values are not recommended for survey control.
 LF0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0909.See file dsdata.txt to determine how the superseded data were derived.
 LF0909
 LF0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF825142(NAD 83)
 LF0909_MARKER: DB = BENCH MARK DISK
 LF0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0909_STAMPING: C 157 1949
 LF0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0909+STABILITY: SURFACE MOTION
 LF0909
 LF0909  HISTORY     - Date     Condition        Report By
 LF0909  HISTORY     - 1949     MONUMENTED       CGS
 LF0909  HISTORY     - 1974     POOR             IAHD
 LF0909
 LF0909                          STATION DESCRIPTION
 LF0909
 LF0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0909'4.1 MI E FROM SIDNEY.
 LF0909'4.1 MILES EAST ALONG STATE HIGHWAY 2 FROM THE COURTHOUSE AT
 LF0909'SIDNEY, AT A ROAD INTERSECTION, 59 FEET SOUTH OF THE CENTER
 LF0909'LINE OF THE HIGHWAY, 35 FEET EAST OF THE CENTER LINE OF A
 LF0909'NORTH AND SOUTH ROAD, 6.0 FEET EAST OF A POWER POLE, 1.7 FEET
 LF0909'NORTH OF A FENCE, 2.4 FEET EAST OF A WITNESS POST, SET IN THE
 LF0909'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 LF0909
 LF0909                          STATION RECOVERY (1974)
 LF0909
 LF0909'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1974
 LF0909'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0910 ***********************************************************************
 LF0910  DESIGNATION -  C 157 RESET
 LF0910  PID         -  LF0910
 LF0910  STATE/COUNTY-  IA/FREMONT
 LF0910  USGS QUAD   -  RANDOLPH (1957)
 LF0910
 LF0910                         *CURRENT SURVEY CONTROL
 LF0910  ___________________________________________________________________
 LF0910* NAD 83(1986)-  40 45 01.     (N)    095 34 32.     (W)     SCALED    
 LF0910* NAVD 88     -       287.35   (meters)     942.7    (feet)  RESET     
 LF0910  ___________________________________________________________________
 LF0910  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LF0910
 LF0910  VERT ORDER  -  THIRD
 LF0910
 LF0910.The horizontal coordinates were scaled from a topographic map and have
 LF0910.an estimated accuracy of +/- 6 seconds.
 LF0910
 LF0910.The orthometric height was computed from unverified reset data.
 LF0910
 LF0910.The geoid height was determined by GEOID03.
 LF0910
 LF0910;                    North         East    Units  Estimated Accuracy
 LF0910;SPC IA S     -    85,410.      324,740.      MT  (+/- 180 meters Scaled)
 LF0910
 LF0910                          SUPERSEDED SURVEY CONTROL
 LF0910
 LF0910.No superseded survey control is available for this station.
 LF0910
 LF0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF825142(NAD 83)
 LF0910_MARKER: DB = BENCH MARK DISK
 LF0910_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0910_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0910_STAMPING: C 157 RESET 1974
 LF0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0910
 LF0910  HISTORY     - Date     Condition        Report By
 LF0910  HISTORY     - 1974     MONUMENTED       NGS
 LF0910
 LF0910                          STATION DESCRIPTION
 LF0910
 LF0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LF0910'4.1 MI E FROM SIDNEY.
 LF0910'4.1 MILES EAST ALONG STATE HIGHWAY 2 FROM THE COURTHOUSE AT
 LF0910'SIDNEY, AT A ROAD INTERSECTION, 119 FEET EAST OF THE CENTER
 LF0910'OF A NORTH-SOUTH GRAVELED COUNTY ROAD, 79.5 FEET SOUTH OF THE
 LF0910'CENTER OF HIGHWAY 2, 1.5 FEET WEST-NORTHWEST OF STATIONING
 LF0910'1177+95 AND .8 FOOT EAST OF A METAL WITNESS POST.  A STANDARD
 LF0910'DISK STAMPED C 157 RESET 1974, CRIMPED TO THE TOP OF A 5/8
 LF0910'INCH COPPER COATED ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM,
 LF0910'ENCASED IN A PLASTIC PIPE AND IS FLUSH WITH THE SURFACE OF THE
 LF0910'GROUND.  NOTE-- THIS MARK REPLACES C 157 1949, DUE TO ROAD
 LF0910'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0273 ***********************************************************************
 MK0273  DESIGNATION -  C 158
 MK0273  PID         -  MK0273
 MK0273  STATE/COUNTY-  IA/MONONA
 MK0273  USGS QUAD   -  BLENCOE (1970)
 MK0273
 MK0273                         *CURRENT SURVEY CONTROL
 MK0273  ___________________________________________________________________
 MK0273* NAD 83(1986)-  41 56 13.     (N)    096 02 13.     (W)     SCALED    
 MK0273* NAVD 88     -       316.504  (meters)    1038.40   (feet)  ADJUSTED  
 MK0273  ___________________________________________________________________
 MK0273  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 MK0273  DYNAMIC HT  -         316.385 (meters)    1038.01  (feet)  COMP
 MK0273  MODELED GRAV-     980,237.3   (mgal)                       NAVD 88
 MK0273
 MK0273  VERT ORDER  -  SECOND    CLASS 0
 MK0273
 MK0273.The horizontal coordinates were scaled from a topographic map and have
 MK0273.an estimated accuracy of +/- 6 seconds.
 MK0273
 MK0273.The orthometric height was determined by differential leveling
 MK0273.and adjusted by the National Geodetic Survey in June 1991..
 MK0273
 MK0273.The geoid height was determined by GEOID03.
 MK0273
 MK0273.The dynamic height is computed by dividing the NAVD 88
 MK0273.geopotential number by the normal gravity value computed on the
 MK0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0273.degrees latitude (g = 980.6199 gals.).
 MK0273
 MK0273.The modeled gravity was interpolated from observed gravity values.
 MK0273
 MK0273;                    North         East    Units  Estimated Accuracy
 MK0273;SPC IA N     - 1,051,690.    1,289,630.      MT  (+/- 180 meters Scaled)
 MK0273
 MK0273                          SUPERSEDED SURVEY CONTROL
 MK0273
 MK0273  NGVD 29 (??/??/92)  316.357  (m)         1037.91   (f) ADJ UNCH    2 0
 MK0273
 MK0273.Superseded values are not recommended for survey control.
 MK0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0273.See file dsdata.txt to determine how the superseded data were derived.
 MK0273
 MK0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM456470(NAD 83)
 MK0273_MARKER: DB = BENCH MARK DISK
 MK0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0273_STAMPING: C 158 1949
 MK0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0273+STABILITY: SURFACE MOTION
 MK0273
 MK0273  HISTORY     - Date     Condition        Report By
 MK0273  HISTORY     - 1949     MONUMENTED       CGS
 MK0273
 MK0273                          STATION DESCRIPTION
 MK0273
 MK0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0273'3 MI NE FROM BLENCOE.
 MK0273'0.25 MILE EAST FROM THE CATHOLIC CHURCH ALONG THE MAIN STREET OF
 MK0273'BLENCOE, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.2
 MK0273'MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG
 MK0273'A GRAVELED ROAD, AT THE WARREN CONKLIN FARM, 140 FEET NORTH OF
 MK0273'THE CENTER LINE OF THE GRAVELED ROAD, 90 FEET SOUTH OF THE
 MK0273'SOUTHWEST CORNER OF A LARGE WHITE BARN, 18 FEET EAST OF THE CENTER
 MK0273'LINE OF THE DRIVE, 1.3 FEET SOUTH OF A POWER LINE AND LIGHT POLE,
 MK0273'1.0 FOOT WEST OF A WOVEN WIRE FENCE, 1.0 FOOT NORTH OF A REFERENCE
 MK0273'POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING
 MK0273'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0407 ***********************************************************************
 NL0407  DESIGNATION -  C 159
 NL0407  PID         -  NL0407
 NL0407  STATE/COUNTY-  IA/MONONA
 NL0407  USGS QUAD   -  MAPLETON (1982)
 NL0407
 NL0407                         *CURRENT SURVEY CONTROL
 NL0407  ___________________________________________________________________
 NL0407* NAD 83(1996)-  42 08 22.32531(N)    095 50 09.36757(W)     ADJUSTED  
 NL0407* NAVD 88     -       334.653  (meters)    1097.94   (feet)  ADJUSTED  
 NL0407  ___________________________________________________________________
 NL0407  X           -    -481,643.303 (meters)                     COMP
 NL0407  Y           -  -4,712,291.426 (meters)                     COMP
 NL0407  Z           -   4,257,314.978 (meters)                     COMP
 NL0407  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 NL0407  ELLIP HEIGHT-         306.95  (meters)          (05/06/99) GPS OBS
 NL0407  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 NL0407  DYNAMIC HT  -         334.529 (meters)    1097.53  (feet)  COMP
 NL0407  MODELED GRAV-     980,240.6   (mgal)                       NAVD 88
 NL0407
 NL0407  HORZ ORDER  -  THIRD
 NL0407  VERT ORDER  -  SECOND    CLASS 0
 NL0407  ELLP ORDER  -  FOURTH    CLASS I
 NL0407
 NL0407.The horizontal coordinates were established by GPS observations
 NL0407.and adjusted by the National Geodetic Survey in May 1999..
 NL0407
 NL0407.The orthometric height was determined by differential leveling
 NL0407.and adjusted by the National Geodetic Survey in June 1991..
 NL0407
 NL0407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0407
 NL0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0407
 NL0407.The ellipsoidal height was determined by GPS observations
 NL0407.and is referenced to NAD 83.
 NL0407
 NL0407.The geoid height was determined by GEOID03.
 NL0407
 NL0407.The dynamic height is computed by dividing the NAVD 88
 NL0407.geopotential number by the normal gravity value computed on the
 NL0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0407.degrees latitude (g = 980.6199 gals.).
 NL0407
 NL0407.The modeled gravity was interpolated from observed gravity values.
 NL0407
 NL0407;                    North         East     Units Scale Factor Converg.
 NL0407;SPC IA N     - 1,073,704.955 1,306,916.325   MT  0.99998757   -1 34 59.4
 NL0407;UTM  15      - 4,669,161.942   265,638.673   MT  1.00027588   -1 54 13.0
 NL0407
 NL0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0407!SPC IA N     -   0.99995186  x   0.99998757  =   0.99993943
 NL0407!UTM  15      -   0.99995186  x   1.00027588  =   1.00022773
 NL0407
 NL0407                          SUPERSEDED SURVEY CONTROL
 NL0407
 NL0407  NAD 83(1996)-  42 08 22.32629(N)    095 50 09.36392(W) AD(       ) 3
 NL0407  NAD 83(1986)-  42 08 22.32793(N)    095 50 09.36821(W) AD(       ) 3
 NL0407  NGVD 29 (??/??/92)  334.511  (m)         1097.47   (f) ADJ UNCH    2 0
 NL0407
 NL0407.Superseded values are not recommended for survey control.
 NL0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0407.See file dsdata.txt to determine how the superseded data were derived.
 NL0407
 NL0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG6563969162(NAD 83)
 NL0407_MARKER: DB = BENCH MARK DISK
 NL0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0407_SP_SET: CULVERT
 NL0407_STAMPING: C 159 1949
 NL0407_MARK LOGO: CGS   
 NL0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0407+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1989
 NL0407
 NL0407  HISTORY     - Date     Condition        Report By
 NL0407  HISTORY     - 1949     MONUMENTED       CGS
 NL0407  HISTORY     - 1973     GOOD             NGS
 NL0407  HISTORY     - 1982     GOOD             NGS
 NL0407  HISTORY     - 19890526 GOOD             NGS
 NL0407
 NL0407                          STATION DESCRIPTION
 NL0407
 NL0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NL0407'2.8 MI SW FROM MAPLETON.
 NL0407'3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 175 FROM THE JUNCTION
 NL0407'OF STATE HIGHWAYS 141 AND 175 IN MAPLETON, SET IN THE NORTH END OF
 NL0407'A 9 FOOT ROCK CULVERT, 81 FEET NORTHWEST OF THE CENTER OF HIGHWAY
 NL0407'175, 36 FEET NORTH OF THE CENTER OF A DIRT ROAD LEADING WEST, 2.5
 NL0407'FEET SOUTH OF A METAL WITNESS POST AND 1.2 FEET SOUTH OF THE
 NL0407'NORTHEAST END OF THE CULVERT.  NOTE-- THE CHICAGO AND NORTHWESTERN
 NL0407'RAILROAD TRACK HAS BEEN REMOVED.
 NL0407
 NL0407                          STATION RECOVERY (1982)
 NL0407
 NL0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NL0407'5.47 KM (3.4 MI) SOUTHWEST ALONG STATE HIGHWAY 175, FROM ITS JUNCTION
 NL0407'WITH STATE HIGHWAY 141 AT MAPLETON, IN THE NORTHEAST END OF THE EAST
 NL0407'HEADWALL OF AN OLD RAILROAD CULVERT, AT A ROAD LEADING WEST, 24.7 M
 NL0407'(81 FT) NORTHWEST FORM THE CENTERLINE OT THE HIGHWAY, 11 M (36 FT)
 NL0407'NORTH FROM THE CENTERLINE OF THE ROAD LEADING WEST , 3.2 M (10.5 FT)
 NL0407'SOUTHEAST FROM THE CENTERLINE OF A FIELD.
 NL0407
 NL0407                          STATION RECOVERY (1989)
 NL0407
 NL0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NL0407'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHWEST OF MAPLETON,
 NL0407'ALONG THE NORTHWEST SIDE OF STATE HIGHWAY 175 IN TOP OF A 3.0 M
 NL0407'(9.8 FT) LONG, 0.5 M (1.6 FT) WIDE ROCK HEADWALL OF A ROCK CULVERT.
 NL0407'OWNERSHIP--DEPARTMENT OF TRANSPORTATION, 800 LINCOLN WAY, AMES, IA,
 NL0407'50010, PHONE (512) 239-1101.
 NL0407'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 175 (MAIN
 NL0407'STREET) AND STATE HIGHWAY 141 (FOURTH STREET), IN THE CENTER OF THE
 NL0407'CITY, GO WEST-SOUTHWEST ON STATE HIGHWAY 175 FOR 4.82 KM (3.00 MI) TO
 NL0407'THE JUNCTION OF A GRAVEL ROAD AND THE STATION ON THE RIGHT.
 NL0407'THE STATION IS A STANDARD CGS BENCHMARK DISK IN THE NORTHEAST END OF A
 NL0407'QUARRIED ROCK HEADWALL OF A ROCK CULVERT.  LOCATED 24.3 M (79.7 FT)
 NL0407'NORTHWEST OF THE CENTER OF STATE HIGHWAY 175, 9.3 M (30.5 FT) NORTH OF
 NL0407'AND LEVEL WITH THE CENTER THE GRAVEL ROAD, 0.4 M (1.3 FT) SOUTHWEST OF
 NL0407'THE NORTHEAST END OF THE HEADWALL AND 0.7 M (2.3 FT) SOUTH OF A METAL
 NL0407'WITNESS POST.
 NL0407'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0542 ***********************************************************************
 OP0542  DESIGNATION -  C 16
 OP0542  PID         -  OP0542
 OP0542  STATE/COUNTY-  IA/SIOUX
 OP0542  USGS QUAD   -  HOSPERS (1964)
 OP0542
 OP0542                         *CURRENT SURVEY CONTROL
 OP0542  ___________________________________________________________________
 OP0542* NAD 83(1986)-  43 00 43.     (N)    095 58 15.     (W)     SCALED    
 OP0542* NAVD 88     -       401.240  (meters)    1316.40   (feet)  ADJUSTED  
 OP0542  ___________________________________________________________________
 OP0542  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 OP0542  DYNAMIC HT  -         401.125 (meters)    1316.02  (feet)  COMP
 OP0542  MODELED GRAV-     980,323.0   (mgal)                       NAVD 88
 OP0542
 OP0542  VERT ORDER  -  SECOND    CLASS 0
 OP0542
 OP0542.The horizontal coordinates were scaled from a topographic map and have
 OP0542.an estimated accuracy of +/- 6 seconds.
 OP0542
 OP0542.The orthometric height was determined by differential leveling
 OP0542.and adjusted by the National Geodetic Survey in June 1991..
 OP0542
 OP0542.The geoid height was determined by GEOID03.
 OP0542
 OP0542.The dynamic height is computed by dividing the NAVD 88
 OP0542.geopotential number by the normal gravity value computed on the
 OP0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0542.degrees latitude (g = 980.6199 gals.).
 OP0542
 OP0542.The modeled gravity was interpolated from observed gravity values.
 OP0542
 OP0542;                    North         East    Units  Estimated Accuracy
 OP0542;SPC IA N     - 1,170,890.    1,298,600.      MT  (+/- 180 meters Scaled)
 OP0542
 OP0542                          SUPERSEDED SURVEY CONTROL
 OP0542
 OP0542  NGVD 29 (??/??/92)  401.050  (m)         1315.78   (f) ADJ UNCH    2 0
 OP0542
 OP0542.Superseded values are not recommended for survey control.
 OP0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0542.See file dsdata.txt to determine how the superseded data were derived.
 OP0542
 OP0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH578664(NAD 83)
 OP0542_MARKER: DB = BENCH MARK DISK
 OP0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0542_STAMPING: C 16 1934
 OP0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0542+STABILITY: SURFACE MOTION
 OP0542
 OP0542  HISTORY     - Date     Condition        Report By
 OP0542  HISTORY     - 1934     MONUMENTED       CGS
 OP0542
 OP0542                          STATION DESCRIPTION
 OP0542
 OP0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0542'2.6 MI NE FROM ALTON.
 OP0542'2.6 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 OP0542'RAILWAY FROM THE STATION AT ALTON, SIOUX COUNTY, 44 YARDS SOUTHWEST OF
 OP0542'MILEPOST 225, 31 YARDS SOUTHEAST OF IRON CULVERT 763, 39 YARDS NORTH
 OP0542'OF A ROAD CROSSING, 47.1 FEET NORTHWEST OF THE NORTHWEST RAIL, AND 1.7
 OP0542'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C
 OP0542'16 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 OP0542'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0456 ***********************************************************************
 NL0456  DESIGNATION -  C 161
 NL0456  PID         -  NL0456
 NL0456  STATE/COUNTY-  IA/MONONA
 NL0456  USGS QUAD   -  CASTANA (1982)
 NL0456
 NL0456                         *CURRENT SURVEY CONTROL
 NL0456  ___________________________________________________________________
 NL0456* NAD 83(1986)-  42 06 32.     (N)    095 56 19.     (W)     SCALED    
 NL0456* NAVD 88     -       411.810  (meters)    1351.08   (feet)  ADJUSTED  
 NL0456  ___________________________________________________________________
 NL0456  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 NL0456  DYNAMIC HT  -         411.657 (meters)    1350.58  (feet)  COMP
 NL0456  MODELED GRAV-     980,239.1   (mgal)                       NAVD 88
 NL0456
 NL0456  VERT ORDER  -  SECOND    CLASS 0
 NL0456
 NL0456.The horizontal coordinates were scaled from a topographic map and have
 NL0456.an estimated accuracy of +/- 6 seconds.
 NL0456
 NL0456.The orthometric height was determined by differential leveling
 NL0456.and adjusted by the National Geodetic Survey in June 1991..
 NL0456
 NL0456.The geoid height was determined by GEOID03.
 NL0456
 NL0456.The dynamic height is computed by dividing the NAVD 88
 NL0456.geopotential number by the normal gravity value computed on the
 NL0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0456.degrees latitude (g = 980.6199 gals.).
 NL0456
 NL0456.The modeled gravity was interpolated from observed gravity values.
 NL0456
 NL0456;                    North         East    Units  Estimated Accuracy
 NL0456;SPC IA N     - 1,070,540.    1,298,330.      MT  (+/- 180 meters Scaled)
 NL0456
 NL0456                          SUPERSEDED SURVEY CONTROL
 NL0456
 NL0456  NGVD 29 (??/??/92)  411.663  (m)         1350.60   (f) ADJ UNCH    2 0
 NL0456
 NL0456.Superseded values are not recommended for survey control.
 NL0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0456.See file dsdata.txt to determine how the superseded data were derived.
 NL0456
 NL0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG570660(NAD 83)
 NL0456_MARKER: DB = BENCH MARK DISK
 NL0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0456_STAMPING: C 161 1949
 NL0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0456+STABILITY: SURFACE MOTION
 NL0456
 NL0456  HISTORY     - Date     Condition        Report By
 NL0456  HISTORY     - 1949     MONUMENTED       CGS
 NL0456
 NL0456                          STATION DESCRIPTION
 NL0456
 NL0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0456'5 MI NW FROM CASTANA.
 NL0456'0.2 MILE SOUTH ALONG IOWA STATE HIGHWAY 175 FROM THE CHICAGO
 NL0456'AND NORTH WESTERN RAILWAY STATION AT CASTANA, THENCE 0.65 MILE
 NL0456'WEST ALONG A GRAVELED ROAD, THENCE 1.8 MILES NORTH ALONG A
 NL0456'WINDING GRADED DIRT ROAD, THENCE 2.4 MILES NORTHWEST ALONG A
 NL0456'WINDING GRADED DIRT ROAD, AT THE EAST END OF A CUT IN THE DIRT
 NL0456'ROAD, WHICH IS AT THE CREST OF A LONG HILL, 24 FEET WEST OF THE
 NL0456'CENTER LINE OF A TRAIL ROAD LEADING NORTH INTO A ALFALFA FIELD,
 NL0456'22 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH
 NL0456'OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 NL0456'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0026 ***********************************************************************
 MJ0026  DESIGNATION -  C 162
 MJ0026  PID         -  MJ0026
 MJ0026  STATE/COUNTY-  IA/MADISON
 MJ0026  USGS QUAD   -  REDFIELD (1982)
 MJ0026
 MJ0026                         *CURRENT SURVEY CONTROL
 MJ0026  ___________________________________________________________________
 MJ0026* NAD 83(1986)-  41 30 08.     (N)    094 11 03.     (W)     SCALED    
 MJ0026* NAVD 88     -       341.071  (meters)    1119.00   (feet)  ADJUSTED  
 MJ0026  ___________________________________________________________________
 MJ0026  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 MJ0026  DYNAMIC HT  -         340.921 (meters)    1118.51  (feet)  COMP
 MJ0026  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 MJ0026
 MJ0026  VERT ORDER  -  FIRST     CLASS II
 MJ0026
 MJ0026.The horizontal coordinates were scaled from a topographic map and have
 MJ0026.an estimated accuracy of +/- 6 seconds.
 MJ0026
 MJ0026.The orthometric height was determined by differential leveling
 MJ0026.and adjusted by the National Geodetic Survey in June 1991..
 MJ0026
 MJ0026.The geoid height was determined by GEOID03.
 MJ0026
 MJ0026.The dynamic height is computed by dividing the NAVD 88
 MJ0026.geopotential number by the normal gravity value computed on the
 MJ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0026.degrees latitude (g = 980.6199 gals.).
 MJ0026
 MJ0026.The modeled gravity was interpolated from observed gravity values.
 MJ0026
 MJ0026;                    North         East    Units  Estimated Accuracy
 MJ0026;SPC IA S     -   167,050.      442,880.      MT  (+/- 180 meters Scaled)
 MJ0026
 MJ0026                          SUPERSEDED SURVEY CONTROL
 MJ0026
 MJ0026  NGVD 29 (??/??/92)  341.007  (m)         1118.79   (f) ADJ UNCH    1 2
 MJ0026
 MJ0026.Superseded values are not recommended for survey control.
 MJ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0026.See file dsdata.txt to determine how the superseded data were derived.
 MJ0026
 MJ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF011951(NAD 83)
 MJ0026_MARKER: DB = BENCH MARK DISK
 MJ0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0026_STAMPING: C 162 1950
 MJ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0026+STABILITY: SURFACE MOTION
 MJ0026
 MJ0026  HISTORY     - Date     Condition        Report By
 MJ0026  HISTORY     - 1950     MONUMENTED       CGS
 MJ0026  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0026
 MJ0026                          STATION DESCRIPTION
 MJ0026
 MJ0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0026'2.3 MI SE FROM DEXTER.
 MJ0026'2.3 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0026'RAILROAD FROM THE STATION AT DEXTER, AT A ROAD CROSSING, 47.5 FEET
 MJ0026'SOUTHWEST OF THE SOUTHWEST RAIL, 30 FEET NORTHEAST OF THE CENTER
 MJ0026'LINE OF COUNTY ROAD P, 51 FEET NORTHWEST OF THE CENTER OF THE ROAD
 MJ0026'CROSSING, 4 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHEAST
 MJ0026'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MJ0026'0.2 FOOT ABOVE THE GROUND.  THIS MARK IS 1.15 MILES NORTHWEST OF
 MJ0026'BENCH MARK TOWER.
 MJ0026
 MJ0026                          STATION RECOVERY (1980)
 MJ0026
 MJ0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0026'THERE IS ROAD CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0196 ***********************************************************************
 MJ0196  DESIGNATION -  C 163
 MJ0196  PID         -  MJ0196
 MJ0196  STATE/COUNTY-  IA/GUTHRIE
 MJ0196  USGS QUAD   -  ADAIR NORTH (1971)
 MJ0196
 MJ0196                         *CURRENT SURVEY CONTROL
 MJ0196  ___________________________________________________________________
 MJ0196* NAD 83(1986)-  41 31 02.     (N)    094 38 31.     (W)     SCALED    
 MJ0196* NAVD 88     -       418.129  (meters)    1371.81   (feet)  ADJUSTED  
 MJ0196  ___________________________________________________________________
 MJ0196  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 MJ0196  DYNAMIC HT  -         417.978 (meters)    1371.32  (feet)  COMP
 MJ0196  MODELED GRAV-     980,247.4   (mgal)                       NAVD 88
 MJ0196
 MJ0196  VERT ORDER  -  FIRST     CLASS II
 MJ0196
 MJ0196.The horizontal coordinates were scaled from a topographic map and have
 MJ0196.an estimated accuracy of +/- 6 seconds.
 MJ0196
 MJ0196.The orthometric height was determined by differential leveling
 MJ0196.and adjusted by the National Geodetic Survey in June 1991..
 MJ0196
 MJ0196.The geoid height was determined by GEOID03.
 MJ0196
 MJ0196.The dynamic height is computed by dividing the NAVD 88
 MJ0196.geopotential number by the normal gravity value computed on the
 MJ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0196.degrees latitude (g = 980.6199 gals.).
 MJ0196
 MJ0196.The modeled gravity was interpolated from observed gravity values.
 MJ0196
 MJ0196;                    North         East    Units  Estimated Accuracy
 MJ0196;SPC IA S     -   169,110.      404,680.      MT  (+/- 180 meters Scaled)
 MJ0196
 MJ0196                          SUPERSEDED SURVEY CONTROL
 MJ0196
 MJ0196  NGVD 29 (??/??/92)  418.083  (m)         1371.66   (f) ADJ UNCH    1 2
 MJ0196
 MJ0196.Superseded values are not recommended for survey control.
 MJ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0196.See file dsdata.txt to determine how the superseded data were derived.
 MJ0196
 MJ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF629974(NAD 83)
 MJ0196_MARKER: DB = BENCH MARK DISK
 MJ0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0196_SP_SET: CULVERT
 MJ0196_STAMPING: C 163 1950
 MJ0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0196
 MJ0196  HISTORY     - Date     Condition        Report By
 MJ0196  HISTORY     - 1950     MONUMENTED       CGS
 MJ0196
 MJ0196                          STATION DESCRIPTION
 MJ0196
 MJ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0196'1.2 MI N FROM ADAIR.
 MJ0196'1.2 MILES NORTH ALONG U.S. HIGHWAY 6 FROM THE CITY WATER TOWER AT
 MJ0196'ADAIR, ON THE INSIDE OF A CURVE IN THE HIGHWAY, AT A ROAD JUNCTION,
 MJ0196'27.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET
 MJ0196'SOUTH OF HIGHWAY STATION 50, LEVEL WITH THE HIGHWAY, SET IN THE TOP
 MJ0196'OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A LARGE CONCRETE
 MJ0196'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0061 ***********************************************************************
 MJ0061  DESIGNATION -  C 164
 MJ0061  PID         -  MJ0061
 MJ0061  STATE/COUNTY-  IA/GUTHRIE
 MJ0061  USGS QUAD   -  MENLO (1982)
 MJ0061
 MJ0061                         *CURRENT SURVEY CONTROL
 MJ0061  ___________________________________________________________________
 MJ0061* NAD 83(1986)-  41 33 52.     (N)    094 25 09.     (W)     SCALED    
 MJ0061* NAVD 88     -       330.226  (meters)    1083.42   (feet)  ADJUSTED  
 MJ0061  ___________________________________________________________________
 MJ0061  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 MJ0061  DYNAMIC HT  -         330.103 (meters)    1083.01  (feet)  COMP
 MJ0061  MODELED GRAV-     980,239.0   (mgal)                       NAVD 88
 MJ0061
 MJ0061  VERT ORDER  -  FIRST     CLASS II
 MJ0061
 MJ0061.The horizontal coordinates were scaled from a topographic map and have
 MJ0061.an estimated accuracy of +/- 6 seconds.
 MJ0061
 MJ0061.The orthometric height was determined by differential leveling
 MJ0061.and adjusted by the National Geodetic Survey in June 1991..
 MJ0061
 MJ0061.The geoid height was determined by GEOID03.
 MJ0061
 MJ0061.The dynamic height is computed by dividing the NAVD 88
 MJ0061.geopotential number by the normal gravity value computed on the
 MJ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0061.degrees latitude (g = 980.6199 gals.).
 MJ0061
 MJ0061.The modeled gravity was interpolated from observed gravity values.
 MJ0061
 MJ0061;                    North         East    Units  Estimated Accuracy
 MJ0061;SPC IA S     -   174,140.      423,330.      MT  (+/- 180 meters Scaled)
 MJ0061
 MJ0061                          SUPERSEDED SURVEY CONTROL
 MJ0061
 MJ0061  NGVD 29 (??/??/92)  330.180  (m)         1083.27   (f) ADJ UNCH    1 2
 MJ0061
 MJ0061.Superseded values are not recommended for survey control.
 MJ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0061.See file dsdata.txt to determine how the superseded data were derived.
 MJ0061
 MJ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG816023(NAD 83)
 MJ0061_MARKER: DB = BENCH MARK DISK
 MJ0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0061_STAMPING: C 164 1950
 MJ0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0061+STABILITY: SURFACE MOTION
 MJ0061
 MJ0061  HISTORY     - Date     Condition        Report By
 MJ0061  HISTORY     - 1950     MONUMENTED       CGS
 MJ0061  HISTORY     - 1980     GOOD             USGS
 MJ0061
 MJ0061                          STATION DESCRIPTION
 MJ0061
 MJ0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0061'2.5 MI S FROM GLENDON.
 MJ0061'2.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0061'RAILWAY FROM THE GLENDON INDEPENDENT SCHOOL AT GLENDON, 248.0
 MJ0061'FEET NORTH OF THE NORTHWEST CORNER OF A 60-FOOT RAILWAY TRESTLE
 MJ0061'(4071), 85.0 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING,
 MJ0061'43.1 FEET WEST OF AND ABOUT 4 FEET HIGHER THAN THE WEST RAIL OF
 MJ0061'THE TRACK, 2.9 FEET NORTH OF A REFERENCE POST, 2.7 FEET EAST OF A
 MJ0061'FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MJ0061'ABOVE THE GROUND.
 MJ0061
 MJ0061                          STATION RECOVERY (1980)
 MJ0061
 MJ0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0061'GLENDON, ABOUT 2.5 MILES SOUTH ALONG ABANDONED RAILROAD GRADE FROM, (
 MJ0061'3 MILES NNW OF MENLO IN SE/4 SEC 9, T 78 N, R 31 W), 85 FT S OF RD.
 MJ0061'XING, 45 FT W OF TRAIL (OLD RR GRADE), 4 FT E OF WEST ROW FENCE, 1 FT
 MJ0061'S OF MEATL WITNESS SIGN ON STEEL POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0127 ***********************************************************************
 OQ0127  DESIGNATION -  C 17
 OQ0127  PID         -  OQ0127
 OQ0127  STATE/COUNTY-  IA/SIOUX
 OQ0127  USGS QUAD   -  BOYDEN (1964)
 OQ0127
 OQ0127                         *CURRENT SURVEY CONTROL
 OQ0127  ___________________________________________________________________
 OQ0127* NAD 83(1986)-  43 11 25.     (N)    096 03 36.     (W)     SCALED    
 OQ0127* NAVD 88     -       436.538  (meters)    1432.21   (feet)  ADJUSTED  
 OQ0127  ___________________________________________________________________
 OQ0127  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 OQ0127  DYNAMIC HT  -         436.414 (meters)    1431.80  (feet)  COMP
 OQ0127  MODELED GRAV-     980,324.8   (mgal)                       NAVD 88
 OQ0127
 OQ0127  VERT ORDER  -  SECOND    CLASS 0
 OQ0127
 OQ0127.The horizontal coordinates were scaled from a topographic map and have
 OQ0127.an estimated accuracy of +/- 6 seconds.
 OQ0127
 OQ0127.The orthometric height was determined by differential leveling
 OQ0127.and adjusted by the National Geodetic Survey in June 1991..
 OQ0127
 OQ0127.The geoid height was determined by GEOID03.
 OQ0127
 OQ0127.The dynamic height is computed by dividing the NAVD 88
 OQ0127.geopotential number by the normal gravity value computed on the
 OQ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0127.degrees latitude (g = 980.6199 gals.).
 OQ0127
 OQ0127.The modeled gravity was interpolated from observed gravity values.
 OQ0127
 OQ0127;                    North         East    Units  Estimated Accuracy
 OQ0127;SPC IA N     - 1,190,910.    1,291,940.      MT  (+/- 180 meters Scaled)
 OQ0127
 OQ0127                          SUPERSEDED SURVEY CONTROL
 OQ0127
 OQ0127  NGVD 29 (??/??/92)  436.334  (m)         1431.54   (f) ADJ UNCH    2 0
 OQ0127
 OQ0127.Superseded values are not recommended for survey control.
 OQ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0127.See file dsdata.txt to determine how the superseded data were derived.
 OQ0127
 OQ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN389861(NAD 83)
 OQ0127_MARKER: DB = BENCH MARK DISK
 OQ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0127_STAMPING: C 17 1934
 OQ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0127+STABILITY: SURFACE MOTION
 OQ0127
 OQ0127  HISTORY     - Date     Condition        Report By
 OQ0127  HISTORY     - 1934     MONUMENTED       CGS
 OQ0127  HISTORY     - 1973     GOOD             IAHD
 OQ0127  HISTORY     - 20040328 MARK NOT FOUND   JCLS
 OQ0127
 OQ0127                          STATION DESCRIPTION
 OQ0127
 OQ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0127'2.6 MI W FROM BOYDEN.
 OQ0127'2.6 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0127'RAILROAD FROM THE STATION AT BOYDEN, 121.5 FEET SOUTHWEST OF A
 OQ0127'SECTION-ROAD CROSSING, 44.3 FEET SOUTH OF THE SOUTH RAIL, 70.0
 OQ0127'FEET WEST OF A RIGHT-OF-WAY FENCE CORNER, AND 1.7 FEET NORTH OF
 OQ0127'THE FENCE.  A STANDARD DISK, STAMPED C 17 1934 AND SET IN THE
 OQ0127'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OQ0127
 OQ0127                          STATION RECOVERY (1973)
 OQ0127
 OQ0127'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1973
 OQ0127'RECOVERED IN GOOD CONDITION.
 OQ0127
 OQ0127                          STATION RECOVERY (2004)
 OQ0127
 OQ0127'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OQ0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0249 ***********************************************************************
 NJ0249  DESIGNATION -  C 173
 NJ0249  PID         -  NJ0249
 NJ0249  STATE/COUNTY-  IA/DUBUQUE
 NJ0249  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0249
 NJ0249                         *CURRENT SURVEY CONTROL
 NJ0249  ___________________________________________________________________
 NJ0249* NAD 83(1986)-  42 28 08.     (N)    090 39 30.     (W)     SCALED    
 NJ0249* NAVD 88     -       191.117  (meters)     627.02   (feet)  ADJUSTED  
 NJ0249  ___________________________________________________________________
 NJ0249  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 NJ0249  DYNAMIC HT  -         191.058 (meters)     626.83  (feet)  COMP
 NJ0249  MODELED GRAV-     980,309.3   (mgal)                       NAVD 88
 NJ0249
 NJ0249  VERT ORDER  -  FIRST     CLASS I
 NJ0249
 NJ0249.The horizontal coordinates were scaled from a topographic map and have
 NJ0249.an estimated accuracy of +/- 6 seconds.
 NJ0249
 NJ0249.The orthometric height was determined by differential leveling
 NJ0249.and adjusted by the National Geodetic Survey in June 1991..
 NJ0249.WARNING-Repeat measurements at this control monument indicate possible
 NJ0249.vertical movement.
 NJ0249
 NJ0249.The geoid height was determined by GEOID03.
 NJ0249
 NJ0249.The dynamic height is computed by dividing the NAVD 88
 NJ0249.geopotential number by the normal gravity value computed on the
 NJ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0249.degrees latitude (g = 980.6199 gals.).
 NJ0249
 NJ0249.The modeled gravity was interpolated from observed gravity values.
 NJ0249
 NJ0249;                    North         East    Units  Estimated Accuracy
 NJ0249;SPC IA N     - 1,111,550.    1,733,640.      MT  (+/- 180 meters Scaled)
 NJ0249
 NJ0249                          SUPERSEDED SURVEY CONTROL
 NJ0249
 NJ0249  NGVD 29 (??/??/92)  191.168  (m)          627.19   (f) ADJ UNCH    1 1
 NJ0249
 NJ0249.Superseded values are not recommended for survey control.
 NJ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0249.See file dsdata.txt to determine how the superseded data were derived.
 NJ0249
 NJ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH925044(NAD 83)
 NJ0249_MARKER: DB = BENCH MARK DISK
 NJ0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0249_SP_SET: FOUNDATION
 NJ0249_STAMPING: C 173 1962
 NJ0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0249
 NJ0249  HISTORY     - Date     Condition        Report By
 NJ0249  HISTORY     - 1962     MONUMENTED       CGS
 NJ0249  HISTORY     - 1970     GOOD             NGS
 NJ0249  HISTORY     - 1972     GOOD             NGS
 NJ0249
 NJ0249                          STATION DESCRIPTION
 NJ0249
 NJ0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0249'3.2 MI S FROM DUBUQUE.
 NJ0249'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE AT
 NJ0249'DUBUQUE, THENCE 1.8 MILES SOUTH ALONG U.S. HIGHWAYS 52, 61 AND
 NJ0249'151, THENCE 0.95 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD,
 NJ0249'102 YARDS NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 44.4 FEET
 NJ0249'SOUTH OF THE SOUTH RAIL OF A SIDETRACK, SET IN THE TOP OF THE
 NJ0249'WEST END OF THE NORTH CONCRETE FOUNDATION FOR STORAGE TANK
 NJ0249'NUMBER 4 AT THE U.S. INDUSTRIAL CHEMICALS COMPANY, 128.0 FEET
 NJ0249'SOUTHWEST OF THE SOUTHWEST CORNER OF THE LARGEST BUILDING AT THE
 NJ0249'COMPANY, 1.5 FEET EAST OF THE WEST END OF THE FOUNDATION, 1.0
 NJ0249'FOOT NORTH OF THE NORTH SIDE OF THE TANK, AND ABOUT 1 1/2 FEET
 NJ0249'ABOVE THE LEVEL OF THE GROUND.  SEC 6, T88N, R 3E.
 NJ0249
 NJ0249                          STATION RECOVERY (1972)
 NJ0249
 NJ0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NJ0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0104 ***********************************************************************
 NJ0104  CBN         -  This is a Cooperative Base Network Control Station.
 NJ0104  DESIGNATION -  C 175
 NJ0104  PID         -  NJ0104
 NJ0104  STATE/COUNTY-  IA/JACKSON
 NJ0104  USGS QUAD   -  SAVANNA (1990)
 NJ0104
 NJ0104                         *CURRENT SURVEY CONTROL
 NJ0104  ___________________________________________________________________
 NJ0104* NAD 83(1996)-  42 07 00.05679(N)    090 13 12.13386(W)     ADJUSTED  
 NJ0104* NAVD 88     -       191.175  (meters)     627.21   (feet)  ADJUSTED  
 NJ0104  ___________________________________________________________________
 NJ0104  X           -     -18,197.312 (meters)                     COMP
 NJ0104  Y           -  -4,738,399.322 (meters)                     COMP
 NJ0104  Z           -   4,255,332.547 (meters)                     COMP
 NJ0104  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 NJ0104  ELLIP HEIGHT-         158.16  (meters)          (06/15/04) GPS OBS
 NJ0104  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 NJ0104  DYNAMIC HT  -         191.110 (meters)     627.00  (feet)  COMP
 NJ0104  MODELED GRAV-     980,277.5   (mgal)                       NAVD 88
 NJ0104
 NJ0104  HORZ ORDER  -  B
 NJ0104  VERT ORDER  -  FIRST     CLASS I
 NJ0104  ELLP ORDER  -  FOURTH    CLASS I
 NJ0104
 NJ0104.The horizontal coordinates were established by GPS observations
 NJ0104.and adjusted by the National Geodetic Survey in August 1997..
 NJ0104
 NJ0104.The orthometric height was determined by differential leveling
 NJ0104.and adjusted by the National Geodetic Survey in June 1991..
 NJ0104
 NJ0104.Photographs are available for this station.
 NJ0104
 NJ0104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0104
 NJ0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0104
 NJ0104.The ellipsoidal height was determined by GPS observations
 NJ0104.and is referenced to NAD 83.
 NJ0104
 NJ0104.The geoid height was determined by GEOID03.
 NJ0104
 NJ0104.The dynamic height is computed by dividing the NAVD 88
 NJ0104.geopotential number by the normal gravity value computed on the
 NJ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0104.degrees latitude (g = 980.6199 gals.).
 NJ0104
 NJ0104.The modeled gravity was interpolated from observed gravity values.
 NJ0104
 NJ0104;                    North         East     Units Scale Factor Converg.
 NJ0104;SPC IA N     - 1,073,760.190 1,771,179.997   MT  0.99999130   +2 13 22.7
 NJ0104;UTM  15      - 4,666,472.080   729,818.043   MT  1.00024993   +1 51 54.6
 NJ0104
 NJ0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0104!SPC IA N     -   0.99997519  x   0.99999130  =   0.99996650
 NJ0104!UTM  15      -   0.99997519  x   1.00024993  =   1.00022512
 NJ0104
 NJ0104                          SUPERSEDED SURVEY CONTROL
 NJ0104
 NJ0104  ELLIP H (08/25/97)  158.17   (m)                       GP(       ) 4 1
 NJ0104  NAVD 88 (08/25/97)  191.18   (m)          627.2    (f) LEVELING    3  
 NJ0104  NGVD 29 (??/??/92)  191.205  (m)          627.31   (f) ADJ UNCH    1 1
 NJ0104
 NJ0104.Superseded values are not recommended for survey control.
 NJ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0104.See file dsdata.txt to determine how the superseded data were derived.
 NJ0104
 NJ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG2981866472(NAD 83)
 NJ0104_MARKER: DB = BENCH MARK DISK
 NJ0104_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0104_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0104_STAMPING: C 175 1970
 NJ0104_MARK LOGO: NGS   
 NJ0104_PROJECTION: PROJECTING 5 CENTIMETERS
 NJ0104_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NJ0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0104+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 NJ0104
 NJ0104  HISTORY     - Date     Condition        Report By
 NJ0104  HISTORY     - 1970     MONUMENTED       NGS
 NJ0104  HISTORY     - 1988     GOOD             USPSQD
 NJ0104  HISTORY     - 19940902 GOOD             USPSQD
 NJ0104  HISTORY     - 19960919 GOOD             IADT
 NJ0104  HISTORY     - 19970625 GOOD             NGS
 NJ0104  HISTORY     - 19980106 GOOD             NGS
 NJ0104  HISTORY     - 20010331 GOOD             NGS
 NJ0104  HISTORY     - 20010501 GOOD             WOOLPT
 NJ0104
 NJ0104                          STATION DESCRIPTION
 NJ0104
 NJ0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0104'4.9 MI NW FROM SABULA.
 NJ0104'ABOUT 4.9 MILES NORTHWEST ALONG U.S. HIGHWAY 52 AND 67 FROM THE
 NJ0104'MUNICIPAL BUILDING AT SABULA, 0.1 MILE SOUTH AND ACROSS THE
 NJ0104'HIGHWAY FROM A FARM HOUSE, 49.5 FEET SOUTHWEST OF THE CENTER
 NJ0104'LINE OF THE HIGHWAY, 10 FEET NORTHWEST OF THE CENTER OF A WOODEN
 NJ0104'GATE, 17 FEET SOUTHEAST OF A 48-INCH OAK TREE, 1.6 FEET NORTHEAST
 NJ0104'OF A FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 NJ0104'3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND BLAZED ON THE TOP OF
 NJ0104'A 3-INCH IRON PIPE PROJECTING 2 INCHES.  SECTION 1, T84N, R6E.
 NJ0104
 NJ0104                          STATION RECOVERY (1988)
 NJ0104
 NJ0104'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0104'RECOVERED IN GOOD CONDITION.
 NJ0104
 NJ0104                          STATION RECOVERY (1994)
 NJ0104
 NJ0104'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0104'RECOVERED IN GOOD CONDITION.
 NJ0104
 NJ0104                          STATION RECOVERY (1996)
 NJ0104
 NJ0104'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 NJ0104'RECOVERED IN GOOD CONDITION IN 1996 BY IOWA DOT.  THIS STATION IS
 NJ0104'LOCATED ON THE WEST R.O.W.  OF U.S.  HWY 52 IN SECTION 1, T 84 N, R 6
 NJ0104'E.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HWYS 52 AND 67
 NJ0104'AND IOWA HWY 64 ON THE WEST EDGE OF THE TOWN OF SABULA, GO NORTH ON
 NJ0104'U.S.  HWY 52 FOR 3.8 MI (6.1 KM) TO THE STATION ON THE LEFT AT A
 NJ0104'PASTURE/FIELD ENTRANCE.  THE MONUMENT IS 0.15 MI (0.24 KM) NORTH OF
 NJ0104'MILE MARKER POST 7, 15.1 M (49.5 FT) SOUTHWEST OF THE CENTER OF THE
 NJ0104'HIGHWAY, 2.3 M (7.5 FT) NORTH OF A RAILROAD TIE FENCE POST, 0.55 M
 NJ0104'(1.80 FT) NORTHEAST OF A WIRE FENCE, AND 0.5 M (1.6 FT) NORTHEAST OF A
 NJ0104'PINK STATE HARN SURVEY SIGN.  THE PIPE IS DIRECTLY ADJACENT TO A WHITE
 NJ0104'METAL WITNESS POST.
 NJ0104
 NJ0104                          STATION RECOVERY (1997)
 NJ0104
 NJ0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NJ0104'RECOVERED AS DESCRIBED.
 NJ0104
 NJ0104                          STATION RECOVERY (1998)
 NJ0104
 NJ0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 NJ0104'1.6 KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 NJ0104'IN SABULA, THENCE 6.2 KM (3.85 MI) NORTHERLY ALONG U.S.  HIGHWAY 152,
 NJ0104'15.2 M (49.9 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT)
 NJ0104'BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHEAST OF A HARN
 NJ0104'WITNESS POST, 0.6 M (2.0 FT) NORTHEAST OF A FENCE, AND 0.1 M (0.3 FT)
 NJ0104'NORTHWEST OF A WITNESS POST.  NOTE--THE DISK IS AFFIXED TO A 3-INCH
 NJ0104'METAL PIPE THAT PROJECTS 0.01 M (0.03 FT) ABOVE THE GROUND SURFACE.
 NJ0104
 NJ0104                          STATION RECOVERY (2001)
 NJ0104
 NJ0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0104'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0104
 NJ0104                          STATION RECOVERY (2001)
 NJ0104
 NJ0104'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 NJ0104'RECOVERED AS DESCRIBED.
 NJ0104' 
 NJ0104' 
 NJ0104' 
 NJ0104'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0262 ***********************************************************************
 NJ0262  DESIGNATION -  C 176
 NJ0262  PID         -  NJ0262
 NJ0262  STATE/COUNTY-  IA/JACKSON
 NJ0262  USGS QUAD   -  LA MOTTE (1972)
 NJ0262
 NJ0262                         *CURRENT SURVEY CONTROL
 NJ0262  ___________________________________________________________________
 NJ0262* NAD 83(1986)-  42 20 15.     (N)    090 30 40.     (W)     SCALED    
 NJ0262* NAVD 88     -       310.274  (meters)    1017.96   (feet)  ADJUSTED  
 NJ0262  ___________________________________________________________________
 NJ0262  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 NJ0262  DYNAMIC HT  -         310.173 (meters)    1017.63  (feet)  COMP
 NJ0262  MODELED GRAV-     980,286.2   (mgal)                       NAVD 88
 NJ0262
 NJ0262  VERT ORDER  -  FIRST     CLASS I
 NJ0262
 NJ0262.The horizontal coordinates were scaled from a topographic map and have
 NJ0262.an estimated accuracy of +/- 6 seconds.
 NJ0262
 NJ0262.The orthometric height was determined by differential leveling
 NJ0262.and adjusted by the National Geodetic Survey in June 1991..
 NJ0262
 NJ0262.The geoid height was determined by GEOID03.
 NJ0262
 NJ0262.The dynamic height is computed by dividing the NAVD 88
 NJ0262.geopotential number by the normal gravity value computed on the
 NJ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0262.degrees latitude (g = 980.6199 gals.).
 NJ0262
 NJ0262.The modeled gravity was interpolated from observed gravity values.
 NJ0262
 NJ0262;                    North         East    Units  Estimated Accuracy
 NJ0262;SPC IA N     - 1,097,380.    1,746,260.      MT  (+/- 180 meters Scaled)
 NJ0262
 NJ0262                          SUPERSEDED SURVEY CONTROL
 NJ0262
 NJ0262  NGVD 29 (??/??/92)  310.314  (m)         1018.09   (f) ADJ UNCH    1 1
 NJ0262
 NJ0262.Superseded values are not recommended for survey control.
 NJ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0262.See file dsdata.txt to determine how the superseded data were derived.
 NJ0262
 NJ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG050902(NAD 83)
 NJ0262_MARKER: DB = BENCH MARK DISK
 NJ0262_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0262_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0262_STAMPING: C 176 1970
 NJ0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0262
 NJ0262  HISTORY     - Date     Condition        Report By
 NJ0262  HISTORY     - 1970     MONUMENTED       NGS
 NJ0262  HISTORY     - 1988     GOOD             USPSQD
 NJ0262  HISTORY     - 19940917 GOOD             USPSQD
 NJ0262  HISTORY     - 20010331 GOOD             NGS
 NJ0262
 NJ0262                          STATION DESCRIPTION
 NJ0262
 NJ0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0262'8 MI NW FROM BELLEVUE.
 NJ0262'ABOUT 8.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM
 NJ0262'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE,
 NJ0262'73.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET SOUTH
 NJ0262'OF THE CENTER OF A GATE, 17 FEET NORTH OF A POWER POLE, 2.5
 NJ0262'FEET EAST OF A FENCE, 2.6 FEET NORTH OF A METAL WITNESS POST,
 NJ0262'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE
 NJ0262'TOP OF A 3-INCH IRON PIPE PROPJECTING 4 INCHES.  SECTION 20,
 NJ0262'T 87N, R 4E.
 NJ0262
 NJ0262                          STATION RECOVERY (1988)
 NJ0262
 NJ0262'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0262'RECOVERED IN GOOD CONDITION.
 NJ0262
 NJ0262                          STATION RECOVERY (1994)
 NJ0262
 NJ0262'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0262'RECOVERED IN GOOD CONDITION.
 NJ0262
 NJ0262                          STATION RECOVERY (2001)
 NJ0262
 NJ0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0262'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0343 ***********************************************************************
 NJ0343  DESIGNATION -  C 177
 NJ0343  PID         -  NJ0343
 NJ0343  STATE/COUNTY-  IA/DUBUQUE
 NJ0343  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0343
 NJ0343                         *CURRENT SURVEY CONTROL
 NJ0343  ___________________________________________________________________
 NJ0343* NAD 83(1986)-  42 31 07.     (N)    090 40 26.     (W)     SCALED    
 NJ0343* NAVD 88     -       189.181  (meters)     620.67   (feet)  ADJUSTED  
 NJ0343  ___________________________________________________________________
 NJ0343  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 NJ0343  DYNAMIC HT  -         189.124 (meters)     620.48  (feet)  COMP
 NJ0343  MODELED GRAV-     980,316.2   (mgal)                       NAVD 88
 NJ0343
 NJ0343  VERT ORDER  -  FIRST     CLASS I
 NJ0343
 NJ0343.The horizontal coordinates were scaled from a topographic map and have
 NJ0343.an estimated accuracy of +/- 6 seconds.
 NJ0343
 NJ0343.The orthometric height was determined by differential leveling
 NJ0343.and adjusted by the National Geodetic Survey in June 1991..
 NJ0343
 NJ0343.The geoid height was determined by GEOID03.
 NJ0343
 NJ0343.The dynamic height is computed by dividing the NAVD 88
 NJ0343.geopotential number by the normal gravity value computed on the
 NJ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0343.degrees latitude (g = 980.6199 gals.).
 NJ0343
 NJ0343.The modeled gravity was interpolated from observed gravity values.
 NJ0343
 NJ0343;                    North         East    Units  Estimated Accuracy
 NJ0343;SPC IA N     - 1,117,030.    1,732,180.      MT  (+/- 180 meters Scaled)
 NJ0343
 NJ0343                          SUPERSEDED SURVEY CONTROL
 NJ0343
 NJ0343  NGVD 29 (??/??/92)  189.226  (m)          620.82   (f) ADJ UNCH    1 1
 NJ0343
 NJ0343.Superseded values are not recommended for survey control.
 NJ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0343.See file dsdata.txt to determine how the superseded data were derived.
 NJ0343
 NJ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH910099(NAD 83)
 NJ0343_MARKER: DB = BENCH MARK DISK
 NJ0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0343_SP_SET: BUILDING
 NJ0343_STAMPING: C 177 1970
 NJ0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0343+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2003
 NJ0343
 NJ0343  HISTORY     - Date     Condition        Report By
 NJ0343  HISTORY     - 1970     MONUMENTED       NGS
 NJ0343  HISTORY     - 20030727 GOOD             USPSQD
 NJ0343
 NJ0343                          STATION DESCRIPTION
 NJ0343
 NJ0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0343'1.6 MI NW FROM DUBUQUE.
 NJ0343'ABOUT 0.55 MILE NORTH ALONG LOCUST STREET FROM THE POST OFFICE AT
 NJ0343'DUBUQUE, THENCE 0.15 MILE EAST ALONG 15TH STREET, THENCE 0.9
 NJ0343'MILE NORTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3 WHICH IS
 NJ0343'CENTRAL AVENUE, AT THE WEST CORNER OF THE FULTON SCHOOL BUILDING,
 NJ0343'AT THE INTERSECTION OF THE HIGHWAY AND DIAGONAL STREET, 62 FEET
 NJ0343'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE
 NJ0343'SOUTHWEST FACE AND 1.4 FEET SOUTHEAST OF THE WEST CORNER OF THE
 NJ0343'BRICK BUILDING, AND 2.4 FEET ABOVE THE LEVEL OF THE GROUND.
 NJ0343'SECTION 13, T89N, R2E
 NJ0343
 NJ0343                          STATION RECOVERY (2003)
 NJ0343
 NJ0343'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0343'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS AT THE EAST END OF
 NJ0343'A METAL BENCH, 16.5 FEET NORTHEAST OF A FLAG POLE, 1.4 FEET SOUTHEAST
 NJ0343'OF THE SOUTH SIDE OF AN EAST-WEST SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0370 ***********************************************************************
 NJ0370  DESIGNATION -  C 178
 NJ0370  PID         -  NJ0370
 NJ0370  STATE/COUNTY-  IA/DUBUQUE
 NJ0370  USGS QUAD   -  HOLY CROSS (1957)
 NJ0370
 NJ0370                         *CURRENT SURVEY CONTROL
 NJ0370  ___________________________________________________________________
 NJ0370* NAD 83(1986)-  42 34 47.     (N)    090 56 29.     (W)     SCALED    
 NJ0370* NAVD 88     -       358.954  (meters)    1177.67   (feet)  ADJUSTED  
 NJ0370  ___________________________________________________________________
 NJ0370  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 NJ0370  DYNAMIC HT  -         358.839 (meters)    1177.29  (feet)  COMP
 NJ0370  MODELED GRAV-     980,291.7   (mgal)                       NAVD 88
 NJ0370
 NJ0370  VERT ORDER  -  FIRST     CLASS I
 NJ0370
 NJ0370.The horizontal coordinates were scaled from a topographic map and have
 NJ0370.an estimated accuracy of +/- 6 seconds.
 NJ0370
 NJ0370.The orthometric height was determined by differential leveling
 NJ0370.and adjusted by the National Geodetic Survey in June 1991..
 NJ0370
 NJ0370.The geoid height was determined by GEOID03.
 NJ0370
 NJ0370.The dynamic height is computed by dividing the NAVD 88
 NJ0370.geopotential number by the normal gravity value computed on the
 NJ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0370.degrees latitude (g = 980.6199 gals.).
 NJ0370
 NJ0370.The modeled gravity was interpolated from observed gravity values.
 NJ0370
 NJ0370;                    North         East    Units  Estimated Accuracy
 NJ0370;SPC IA N     - 1,123,110.    1,710,010.      MT  (+/- 180 meters Scaled)
 NJ0370
 NJ0370                          SUPERSEDED SURVEY CONTROL
 NJ0370
 NJ0370  NGVD 29 (??/??/92)  358.990  (m)         1177.79   (f) ADJ UNCH    1 1
 NJ0370
 NJ0370.Superseded values are not recommended for survey control.
 NJ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0370.See file dsdata.txt to determine how the superseded data were derived.
 NJ0370
 NJ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH689161(NAD 83)
 NJ0370_MARKER: DB = BENCH MARK DISK
 NJ0370_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0370_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0370_STAMPING: C 178 1970
 NJ0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0370
 NJ0370  HISTORY     - Date     Condition        Report By
 NJ0370  HISTORY     - 1970     MONUMENTED       NGS
 NJ0370  HISTORY     - 20010331 GOOD             NGS
 NJ0370
 NJ0370                          STATION DESCRIPTION
 NJ0370
 NJ0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0370'7.8 MI E FROM LUXEMBURG.
 NJ0370'ABOUT 7.8 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0370'FROM THE HOLY TRINITY CHURCH AT LUXEMBURG, ON THE PROPERTY OF THE
 NJ0370'SCHMITT JOHN DEERE IMPLEMENT COMPANY, 220 FEET EAST OF THE
 NJ0370'SOUTHEAST CORNER OF A CORRUGATED METAL BUILDING, 125 FEET SOUTH
 NJ0370'OF THE CENTER LINE OF THE HIGHWAY, 83.0 FEET SOUTH OF THE
 NJ0370'SOUTHWEST CORNER OF A SMALL METAL BUILDING, 2.0 FEET NORTH OF
 NJ0370'A CORNER FENCE POST, 1.3 FEET WEST OF A FENCE, ABOUT 3 FEET ABOVE
 NJ0370'THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON
 NJ0370'PIPE PROJECTING 3 INCHES.  SECTION 27, T90N, R1W.
 NJ0370
 NJ0370                          STATION RECOVERY (2001)
 NJ0370
 NJ0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0370'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0446 ***********************************************************************
 NJ0446  DESIGNATION -  C 179
 NJ0446  PID         -  NJ0446
 NJ0446  STATE/COUNTY-  IA/CLAYTON
 NJ0446  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0446
 NJ0446                         *CURRENT SURVEY CONTROL
 NJ0446  ___________________________________________________________________
 NJ0446* NAD 83(1986)-  42 42 53.     (N)    091 04 17.     (W)     SCALED    
 NJ0446* NAVD 88     -       196.082  (meters)     643.31   (feet)  ADJUSTED  
 NJ0446  ___________________________________________________________________
 NJ0446  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 NJ0446  DYNAMIC HT  -         196.028 (meters)     643.14  (feet)  COMP
 NJ0446  MODELED GRAV-     980,341.6   (mgal)                       NAVD 88
 NJ0446
 NJ0446  VERT ORDER  -  FIRST     CLASS I
 NJ0446
 NJ0446.The horizontal coordinates were scaled from a topographic map and have
 NJ0446.an estimated accuracy of +/- 6 seconds.
 NJ0446
 NJ0446.The orthometric height was determined by differential leveling
 NJ0446.and adjusted by the National Geodetic Survey in June 1991..
 NJ0446
 NJ0446.The geoid height was determined by GEOID03.
 NJ0446
 NJ0446.The dynamic height is computed by dividing the NAVD 88
 NJ0446.geopotential number by the normal gravity value computed on the
 NJ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0446.degrees latitude (g = 980.6199 gals.).
 NJ0446
 NJ0446.The modeled gravity was interpolated from observed gravity values.
 NJ0446
 NJ0446;                    North         East    Units  Estimated Accuracy
 NJ0446;SPC IA N     - 1,137,790.    1,698,910.      MT  (+/- 180 meters Scaled)
 NJ0446
 NJ0446                          SUPERSEDED SURVEY CONTROL
 NJ0446
 NJ0446  NGVD 29 (??/??/92)  196.129  (m)          643.47   (f) ADJ UNCH    1 1
 NJ0446
 NJ0446.Superseded values are not recommended for survey control.
 NJ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0446.See file dsdata.txt to determine how the superseded data were derived.
 NJ0446
 NJ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH579309(NAD 83)
 NJ0446_MARKER: DB = BENCH MARK DISK
 NJ0446_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0446_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0446_STAMPING: C 179 1970
 NJ0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0446
 NJ0446  HISTORY     - Date     Condition        Report By
 NJ0446  HISTORY     - 1970     MONUMENTED       NGS
 NJ0446
 NJ0446                          STATION DESCRIPTION
 NJ0446
 NJ0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0446'8.4 MI S FROM GUTTENBERG.
 NJ0446'ABOUT 6.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0446'AND PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, THENCE 2.2
 NJ0446'MILES WEST ALONG A DIRT AND GRAVELED ROAD, OR ABOUT 8.15 MILES
 NJ0446'NORTH ALONG U.S. HIGHWAY 52 FROM THE HOLY TRINITY CHURCH AT
 NJ0446'LUXEMBURG, 123 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF
 NJ0446'THE GRAVELED ROAD AND U.S. HIGHWAY 52, 121 1/2 FEET NORTH AND
 NJ0446'ACROSS THE ROAD FROM THE NORTHWEST CORNER OF A 2-STORY FRAME
 NJ0446'HOUSE, 68 FEET NORTH OF THE CENTER LINE OF THE ROAD, 80 FEET
 NJ0446'EAST OF THE CENTER LINE OF THE HIGHWAY, 59 1/2 FEET
 NJ0446'WEST-NORTHWEST OF A POWER POLE WHICH IS BRACED BY A GUY WIRE,
 NJ0446'1.8 FEET NORTH OF A METAL HIGHWAY RIGHT-OF-WAY MARKER, 1.0 FOOT
 NJ0446'SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF
 NJ0446'THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE
 NJ0446'PROJECTING 3 INCHES.  SECTION 10, T 91N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0489 ***********************************************************************
 OP0489  DESIGNATION -  C 18
 OP0489  PID         -  OP0489
 OP0489  STATE/COUNTY-  IA/CLAY
 OP0489  USGS QUAD   -  EVERLY (1970)
 OP0489
 OP0489                         *CURRENT SURVEY CONTROL
 OP0489  ___________________________________________________________________
 OP0489* NAD 83(1986)-  43 09 22.     (N)    095 16 09.     (W)     SCALED    
 OP0489* NAVD 88     -       406.843  (meters)    1334.78   (feet)  ADJUSTED  
 OP0489  ___________________________________________________________________
 OP0489  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 OP0489  DYNAMIC HT  -         406.713 (meters)    1334.36  (feet)  COMP
 OP0489  MODELED GRAV-     980,288.9   (mgal)                       NAVD 88
 OP0489
 OP0489  VERT ORDER  -  SECOND    CLASS 0
 OP0489
 OP0489.The horizontal coordinates were scaled from a topographic map and have
 OP0489.an estimated accuracy of +/- 6 seconds.
 OP0489
 OP0489.The orthometric height was determined by differential leveling
 OP0489.and adjusted by the National Geodetic Survey in June 1991..
 OP0489
 OP0489.The geoid height was determined by GEOID03.
 OP0489
 OP0489.The dynamic height is computed by dividing the NAVD 88
 OP0489.geopotential number by the normal gravity value computed on the
 OP0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0489.degrees latitude (g = 980.6199 gals.).
 OP0489
 OP0489.The modeled gravity was interpolated from observed gravity values.
 OP0489
 OP0489;                    North         East    Units  Estimated Accuracy
 OP0489;SPC IA N     - 1,185,470.    1,356,120.      MT  (+/- 180 meters Scaled)
 OP0489
 OP0489                          SUPERSEDED SURVEY CONTROL
 OP0489
 OP0489  NGVD 29 (??/??/92)  406.689  (m)         1334.28   (f) ADJ UNCH    2 0
 OP0489
 OP0489.Superseded values are not recommended for survey control.
 OP0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0489.See file dsdata.txt to determine how the superseded data were derived.
 OP0489
 OP0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH155806(NAD 83)
 OP0489_MARKER: DB = BENCH MARK DISK
 OP0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0489_STAMPING: C 18 1934
 OP0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0489+STABILITY: SURFACE MOTION
 OP0489
 OP0489  HISTORY     - Date     Condition        Report By
 OP0489  HISTORY     - 1934     MONUMENTED       CGS
 OP0489  HISTORY     - 1967     MARK NOT FOUND   USGS
 OP0489
 OP0489                          STATION DESCRIPTION
 OP0489
 OP0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0489'3.0 MI E FROM EVERLY.
 OP0489'3.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0489'RAILROAD FROM THE STATION AT EVERLY, CLAY COUNTY, 66.5 FEET EAST OF A
 OP0489'SECTION-LINE FENCE, 45.6 FEET SOUTH OF THE SOUTH RAIL, AND 1.2 FEET
 OP0489'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 18 1934
 OP0489'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 OP0489'GROUND.
 OP0489
 OP0489                          STATION RECOVERY (1967)
 OP0489
 OP0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OP0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1381 ***********************************************************************
 MJ1381  DESIGNATION -  C 180
 MJ1381  PID         -  MJ1381
 MJ1381  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1381  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1381
 MJ1381                         *CURRENT SURVEY CONTROL
 MJ1381  ___________________________________________________________________
 MJ1381* NAD 83(1986)-  41 19 00.     (N)    095 52 37.     (W)     SCALED    
 MJ1381* NAVD 88     -       299.655  (meters)     983.12   (feet)  ADJUSTED  
 MJ1381  ___________________________________________________________________
 MJ1381  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 MJ1381  DYNAMIC HT  -         299.529 (meters)     982.70  (feet)  COMP
 MJ1381  MODELED GRAV-     980,193.4   (mgal)                       NAVD 88
 MJ1381
 MJ1381  VERT ORDER  -  FIRST     CLASS II
 MJ1381
 MJ1381.The horizontal coordinates were scaled from a topographic map and have
 MJ1381.an estimated accuracy of +/- 6 seconds.
 MJ1381
 MJ1381.The orthometric height was determined by differential leveling
 MJ1381.and adjusted by the National Geodetic Survey in June 1991..
 MJ1381
 MJ1381.The geoid height was determined by GEOID03.
 MJ1381
 MJ1381.The dynamic height is computed by dividing the NAVD 88
 MJ1381.geopotential number by the normal gravity value computed on the
 MJ1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1381.degrees latitude (g = 980.6199 gals.).
 MJ1381
 MJ1381.The modeled gravity was interpolated from observed gravity values.
 MJ1381
 MJ1381;                    North         East    Units  Estimated Accuracy
 MJ1381;SPC IA S     -   148,930.      301,010.      MT  (+/- 180 meters Scaled)
 MJ1381
 MJ1381                          SUPERSEDED SURVEY CONTROL
 MJ1381
 MJ1381.No superseded survey control is available for this station.
 MJ1381
 MJ1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF591779(NAD 83)
 MJ1381_MARKER: I = METAL ROD
 MJ1381_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1381_SP_SET: STAINLESS STEEL ROD
 MJ1381_STAMPING: C 180 1989
 MJ1381_MARK LOGO: NGS   
 MJ1381_PROJECTION: FLUSH
 MJ1381_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1381+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1381_ROD/PIPE-DEPTH: 19.5 meters
 MJ1381
 MJ1381  HISTORY     - Date     Condition        Report By
 MJ1381  HISTORY     - 1989     MONUMENTED       NGS
 MJ1381
 MJ1381                          STATION DESCRIPTION
 MJ1381
 MJ1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1381'2.2 KM (1.35 MI) NORTHERLY ALONG STATE HIGHWAY 192 FROM ITS JUNCTION
 MJ1381'WITH BROADWAY IN COUNCIL BLUFFS, THENCE 0.3 KM (0.20 MI) NORTHEASTERLY
 MJ1381'ALONG A PAVED ROAD, THENCE 3.8 KM (2.35 MI) NORTHERLY ALONG COUNTY
 MJ1381'RAOD L 19, 11.4 M (37.4 FT) NORTHEAST OF THE CENTER OF THE ROAD, 2.1 M
 MJ1381'(6.9 FT) SOUTHEAST OF A UTILITY POLE, 0.3 M (1.0 FT) SOUTHWEST OF A
 MJ1381'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 MJ1381'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1920 ***********************************************************************
 NM1920  DESIGNATION -  C 181
 NM1920  PID         -  NM1920
 NM1920  STATE/COUNTY-  IA/WOODBURY
 NM1920  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1920
 NM1920                         *CURRENT SURVEY CONTROL
 NM1920  ___________________________________________________________________
 NM1920* NAD 83(1986)-  42 29 28.     (N)    096 24 22.     (W)     SCALED    
 NM1920* NAVD 88     -       337.245  (meters)    1106.44   (feet)  ADJUSTED  
 NM1920  ___________________________________________________________________
 NM1920  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 NM1920  DYNAMIC HT  -         337.139 (meters)    1106.10  (feet)  COMP
 NM1920  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 NM1920
 NM1920  VERT ORDER  -  FIRST     CLASS II
 NM1920
 NM1920.The horizontal coordinates were scaled from a topographic map and have
 NM1920.an estimated accuracy of +/- 6 seconds.
 NM1920
 NM1920.The orthometric height was determined by differential leveling
 NM1920.and adjusted by the National Geodetic Survey in June 1991..
 NM1920
 NM1920.The geoid height was determined by GEOID03.
 NM1920
 NM1920.The dynamic height is computed by dividing the NAVD 88
 NM1920.geopotential number by the normal gravity value computed on the
 NM1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1920.degrees latitude (g = 980.6199 gals.).
 NM1920
 NM1920.The modeled gravity was interpolated from observed gravity values.
 NM1920
 NM1920;                    North         East    Units  Estimated Accuracy
 NM1920;SPC IA N     - 1,114,200.    1,261,150.      MT  (+/- 180 meters Scaled)
 NM1920
 NM1920                          SUPERSEDED SURVEY CONTROL
 NM1920
 NM1920.No superseded survey control is available for this station.
 NM1920
 NM1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN131075(NAD 83)
 NM1920_MARKER: DV = VERTICAL CONTROL DISK
 NM1920_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NM1920_SP_SET: FOUNDATION
 NM1920_STAMPING: C 181 1989
 NM1920_MARK LOGO: NGS   
 NM1920_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1920+STABILITY: POSITION/ELEVATION WELL
 NM1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1920+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1990
 NM1920
 NM1920  HISTORY     - Date     Condition        Report By
 NM1920  HISTORY     - 1989     MONUMENTED       NGS
 NM1920  HISTORY     - 19900420 GOOD             NGS
 NM1920
 NM1920                          STATION DESCRIPTION
 NM1920
 NM1920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1920'IN SIOUX CITY, AT 401 GORDON DRIVE, SET VERTICALLY IN THE NORTH FACE
 NM1920'OF THE SIOUX CITY COMMUNITY AUDITORIUM AT 401 GORDON DRIVE, 0.8 M
 NM1920'(2.6 FT) EAST OF THE CENTER OF A DOOR, 0.3 M (1.0 FT) WEST OF THE
 NM1920'NORTHEAST CORNER OF THE BUILDING, AND 1.3 M (4.3 FT) ABOVE THE GROUND
 NM1920'SURFACE.
 NM1920
 NM1920                          STATION RECOVERY (1990)
 NM1920
 NM1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NM1920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1431 ***********************************************************************
 LF1431  DESIGNATION -  C 182
 LF1431  PID         -  LF1431
 LF1431  STATE/COUNTY-  IA/FREMONT
 LF1431  USGS QUAD   -  MC PAUL (1984)
 LF1431
 LF1431                         *CURRENT SURVEY CONTROL
 LF1431  ___________________________________________________________________
 LF1431* NAD 83(1986)-  40 45 58.     (N)    095 48 12.     (W)     SCALED    
 LF1431* NAVD 88     -       283.141  (meters)     928.94   (feet)  ADJUSTED  
 LF1431  ___________________________________________________________________
 LF1431  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LF1431  DYNAMIC HT  -         282.997 (meters)     928.47  (feet)  COMP
 LF1431  MODELED GRAV-     980,108.3   (mgal)                       NAVD 88
 LF1431
 LF1431  VERT ORDER  -  FIRST     CLASS II
 LF1431
 LF1431.The horizontal coordinates were scaled from a topographic map and have
 LF1431.an estimated accuracy of +/- 6 seconds.
 LF1431
 LF1431.The orthometric height was determined by differential leveling
 LF1431.and adjusted by the National Geodetic Survey in June 1991..
 LF1431
 LF1431.The geoid height was determined by GEOID03.
 LF1431
 LF1431.The dynamic height is computed by dividing the NAVD 88
 LF1431.geopotential number by the normal gravity value computed on the
 LF1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1431.degrees latitude (g = 980.6199 gals.).
 LF1431
 LF1431.The modeled gravity was interpolated from observed gravity values.
 LF1431
 LF1431;                    North         East    Units  Estimated Accuracy
 LF1431;SPC IA S     -    87,650.      305,550.      MT  (+/- 180 meters Scaled)
 LF1431
 LF1431                          SUPERSEDED SURVEY CONTROL
 LF1431
 LF1431.No superseded survey control is available for this station.
 LF1431
 LF1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF633165(NAD 83)
 LF1431_MARKER: I = METAL ROD
 LF1431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1431_SP_SET: STAINLESS STEEL ROD
 LF1431_STAMPING: C 182 1989
 LF1431_MARK LOGO: NGS   
 LF1431_PROJECTION: FLUSH
 LF1431_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1431+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1431_ROD/PIPE-DEPTH: 28.4 meters
 LF1431
 LF1431  HISTORY     - Date     Condition        Report By
 LF1431  HISTORY     - 1989     MONUMENTED       NGS
 LF1431
 LF1431                          STATION DESCRIPTION
 LF1431
 LF1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1431'0.3 KM (0.20 MI) EASTERLY ALONG STATE HIGHWAY 145 FROM THE JUNCTION OF
 LF1431'INTERSTATE HIGHWAY 29 IN MCPAUL, THENCE 6.2 KM (3.85 MI) SOUTHERLY
 LF1431'ALONG A GRAVELED ROAD, 9.1 M (29.9 FT) EAST OF THE CENTER OF THE ROAD,
 LF1431'1.2 M (3.9 FT) NORTH OF A UTILITY POLE, 0.3 M (1.0 FT) BELOW THE LEVEL
 LF1431'OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS
 LF1431'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1356 ***********************************************************************
 MJ1356  DESIGNATION -  C 183
 MJ1356  PID         -  MJ1356
 MJ1356  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1356  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1356
 MJ1356                         *CURRENT SURVEY CONTROL
 MJ1356  ___________________________________________________________________
 MJ1356* NAD 83(1986)-  41 20 55.     (N)    095 56 08.     (W)     SCALED    
 MJ1356* NAVD 88     -       300.831  (meters)     986.98   (feet)  ADJUSTED  
 MJ1356  ___________________________________________________________________
 MJ1356  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 MJ1356  DYNAMIC HT  -         300.701 (meters)     986.55  (feet)  COMP
 MJ1356  MODELED GRAV-     980,183.0   (mgal)                       NAVD 88
 MJ1356
 MJ1356  VERT ORDER  -  FIRST     CLASS II
 MJ1356
 MJ1356.The horizontal coordinates were scaled from a topographic map and have
 MJ1356.an estimated accuracy of +/- 6 seconds.
 MJ1356
 MJ1356.The orthometric height was determined by differential leveling
 MJ1356.and adjusted by the National Geodetic Survey in June 1991..
 MJ1356
 MJ1356.The geoid height was determined by GEOID03.
 MJ1356
 MJ1356.The dynamic height is computed by dividing the NAVD 88
 MJ1356.geopotential number by the normal gravity value computed on the
 MJ1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1356.degrees latitude (g = 980.6199 gals.).
 MJ1356
 MJ1356.The modeled gravity was interpolated from observed gravity values.
 MJ1356
 MJ1356;                    North         East    Units  Estimated Accuracy
 MJ1356;SPC IA S     -   152,620.      296,200.      MT  (+/- 180 meters Scaled)
 MJ1356
 MJ1356                          SUPERSEDED SURVEY CONTROL
 MJ1356
 MJ1356.No superseded survey control is available for this station.
 MJ1356
 MJ1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF544816(NAD 83)
 MJ1356_MARKER: I = METAL ROD
 MJ1356_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1356_SP_SET: STAINLESS STEEL ROD
 MJ1356_STAMPING: C 183 1989
 MJ1356_MARK LOGO: NGS   
 MJ1356_PROJECTION: FLUSH
 MJ1356_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1356+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1356_ROD/PIPE-DEPTH: 27.7 meters
 MJ1356
 MJ1356  HISTORY     - Date     Condition        Report By
 MJ1356  HISTORY     - 1989     MONUMENTED       NGS
 MJ1356
 MJ1356                          STATION DESCRIPTION
 MJ1356
 MJ1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1356'6.8 KM (4.25 MI) WESTERLY ALONG MORMON BRIDGE ROAD AND INTERSTATE
 MJ1356'HIGHWAY 680 FROM ITS JUNCTION WITH STATE HIGHWAY 183 IN CRESCENT,
 MJ1356'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG A GRAVELED ROAD, 22.2 M (72.8
 MJ1356'FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 18.1 M (59.4 FT) WEST OF
 MJ1356'THE CENTER OF THE ROAD, 1.4 M (4.6 FT) SOUTHWEST OF THE NORTHEAST END
 MJ1356'OF A RIGHT-OF-WAY FENCE, 1.2 M (3.9 FT) SOUTHWEST OF A METAL
 MJ1356'RIGHT-OF-WAY POST, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST AND
 MJ1356'FENCE, AND LEVEL WITH THE EAST-WEST GRAVELED ROAD.  NOTE--ACCESS TO
 MJ1356'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9314 ***********************************************************************
 AE9314  DESIGNATION -  C 185
 AE9314  PID         -  AE9314
 AE9314  STATE/COUNTY-  IA/JACKSON
 AE9314  USGS QUAD   -  SAVANNA (1990)
 AE9314
 AE9314                         *CURRENT SURVEY CONTROL
 AE9314  ___________________________________________________________________
 AE9314* NAD 83(1986)-  42 01 59.     (N)    090 12 31.     (W)     SCALED    
 AE9314* NAVD 88     -       204.178  (meters)     669.87   (feet)  ADJUSTED  
 AE9314  ___________________________________________________________________
 AE9314  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AE9314  DYNAMIC HT  -         204.107 (meters)     669.64  (feet)  COMP
 AE9314  MODELED GRAV-     980,270.4   (mgal)                       NAVD 88
 AE9314
 AE9314  VERT ORDER  -  FIRST     CLASS II
 AE9314
 AE9314.The horizontal coordinates were scaled from a topographic map and have
 AE9314.an estimated accuracy of +/- 6 seconds.
 AE9314
 AE9314.The orthometric height was determined by differential leveling
 AE9314.and adjusted by the National Geodetic Survey in July 2002..
 AE9314
 AE9314.The geoid height was determined by GEOID03.
 AE9314
 AE9314.The dynamic height is computed by dividing the NAVD 88
 AE9314.geopotential number by the normal gravity value computed on the
 AE9314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9314.degrees latitude (g = 980.6199 gals.).
 AE9314
 AE9314.The modeled gravity was interpolated from observed gravity values.
 AE9314
 AE9314;                    North         East    Units  Estimated Accuracy
 AE9314;SPC IA N     - 1,064,520.    1,772,490.      MT  (+/- 180 meters Scaled)
 AE9314
 AE9314                          SUPERSEDED SURVEY CONTROL
 AE9314
 AE9314.No superseded survey control is available for this station.
 AE9314
 AE9314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG310572(NAD 83)
 AE9314_MARKER: I = METAL ROD
 AE9314_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9314_STAMPING: C 185 1997
 AE9314_MARK LOGO: NGS   
 AE9314_PROJECTION: FLUSH
 AE9314_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9314+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9314_ROD/PIPE-DEPTH: 11.9 meters
 AE9314_SLEEVE-DEPTH  : 0.9 meters
 AE9314
 AE9314  HISTORY     - Date     Condition        Report By
 AE9314  HISTORY     - 1997     MONUMENTED       NGS
 AE9314  HISTORY     - 20010331 GOOD             NGS
 AE9314
 AE9314                          STATION DESCRIPTION
 AE9314
 AE9314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9314'2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 AE9314'IN SABULA, THENCE 3.5 KM (2.15 MI) SOUTHERLY ALONG U.S.  HIGHWAY 67,
 AE9314'THENCE 1.4 KM (0.85 MI) WESTERLY ALONG 1ST STREET, 16.0 M (52.5 FT)
 AE9314'NORTH OF THE STREET CENTER, 9.4 M (30.8 FT) NORTH OF UNDERGROUND CABLE
 AE9314'JUNCTION BOX NUMBER P5 L218, 9.2 M (30.2 FT) WEST OF THE CENTER OF
 AE9314'584TH AVENUE, 5.9 M (19.4 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE
 AE9314'AND GATE, 0.4 M (1.3 FT) EAST OF A WITNESS POST AND FENCE, AND 0.3 M
 AE9314'(1.0 FT) BELOW THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM
 AE9314'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AE9314'THE SPECIFICATIONS FOR A CLASS A MARK.
 AE9314
 AE9314                          STATION RECOVERY (2001)
 AE9314
 AE9314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AE9314'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0143 ***********************************************************************
 OP0143  DESIGNATION -  C 19
 OP0143  PID         -  OP0143
 OP0143  STATE/COUNTY-  IA/PALO ALTO
 OP0143  USGS QUAD   -  EMMETSBURG (1980)
 OP0143
 OP0143                         *CURRENT SURVEY CONTROL
 OP0143  ___________________________________________________________________
 OP0143* NAD 83(1986)-  43 06 46.     (N)    094 40 29.     (W)     SCALED    
 OP0143* NAVD 88     -       375.203  (meters)    1230.98   (feet)  ADJUSTED  
 OP0143  ___________________________________________________________________
 OP0143  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 OP0143  DYNAMIC HT  -         375.095 (meters)    1230.62  (feet)  COMP
 OP0143  MODELED GRAV-     980,322.5   (mgal)                       NAVD 88
 OP0143
 OP0143  VERT ORDER  -  SECOND    CLASS 0
 OP0143
 OP0143.The horizontal coordinates were scaled from a topographic map and have
 OP0143.an estimated accuracy of +/- 6 seconds.
 OP0143
 OP0143.The orthometric height was determined by differential leveling
 OP0143.and adjusted by the National Geodetic Survey in June 1991..
 OP0143
 OP0143.The geoid height was determined by GEOID03.
 OP0143
 OP0143.The dynamic height is computed by dividing the NAVD 88
 OP0143.geopotential number by the normal gravity value computed on the
 OP0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0143.degrees latitude (g = 980.6199 gals.).
 OP0143
 OP0143.The modeled gravity was interpolated from observed gravity values.
 OP0143
 OP0143;                    North         East    Units  Estimated Accuracy
 OP0143;SPC IA N     - 1,179,810.    1,404,390.      MT  (+/- 180 meters Scaled)
 OP0143
 OP0143                          SUPERSEDED SURVEY CONTROL
 OP0143
 OP0143  NGVD 29 (??/??/92)  375.118  (m)         1230.70   (f) ADJ UNCH    2 0
 OP0143
 OP0143.Superseded values are not recommended for survey control.
 OP0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0143.See file dsdata.txt to determine how the superseded data were derived.
 OP0143
 OP0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH637747(NAD 83)
 OP0143_MARKER: DB = BENCH MARK DISK
 OP0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0143_STAMPING: C 19 1934
 OP0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0143+STABILITY: SURFACE MOTION
 OP0143
 OP0143  HISTORY     - Date     Condition        Report By
 OP0143  HISTORY     - 1934     MONUMENTED       CGS
 OP0143  HISTORY     - 1976     MARK NOT FOUND   USGS
 OP0143
 OP0143                          STATION DESCRIPTION
 OP0143
 OP0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0143'IN EMMETSBURG.
 OP0143'AT EMMETSBURG, PALO ALTO COUNTY, 260 YARDS NORTH ALONG THE CHICAGO,
 OP0143'ROCK ISLAND AND PACIFIC RAILWAY STATION, 24 FEET EAST OF THE EAST RAIL
 OP0143'OF THE MAIN TRACK, 16 FEET SOUTH OF THE CENTER OF THE EIGHTH STREET
 OP0143'CROSSING, AND 10 FEET NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED C
 OP0143'19 1934 AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 INCH ABOVE
 OP0143'GROUND.
 OP0143
 OP0143                          STATION RECOVERY (1976)
 OP0143
 OP0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OP0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0015 ***********************************************************************
 NL0015  DESIGNATION -  C 2
 NL0015  PID         -  NL0015
 NL0015  STATE/COUNTY-  IA/HUMBOLDT
 NL0015  USGS QUAD   -  LIVERMORE (1972)
 NL0015
 NL0015                         *CURRENT SURVEY CONTROL
 NL0015  ___________________________________________________________________
 NL0015* NAD 83(1986)-  42 51 53.     (N)    094 11 32.     (W)     SCALED    
 NL0015* NAVD 88     -       344.212  (meters)    1129.30   (feet)  ADJUSTED  
 NL0015  ___________________________________________________________________
 NL0015  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 NL0015  DYNAMIC HT  -         344.098 (meters)    1128.93  (feet)  COMP
 NL0015  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 NL0015
 NL0015  VERT ORDER  -  FIRST     CLASS II
 NL0015
 NL0015.The horizontal coordinates were scaled from a topographic map and have
 NL0015.an estimated accuracy of +/- 6 seconds.
 NL0015
 NL0015.The orthometric height was determined by differential leveling
 NL0015.and adjusted by the National Geodetic Survey in June 1991..
 NL0015
 NL0015.The geoid height was determined by GEOID03.
 NL0015
 NL0015.The dynamic height is computed by dividing the NAVD 88
 NL0015.geopotential number by the normal gravity value computed on the
 NL0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0015.degrees latitude (g = 980.6199 gals.).
 NL0015
 NL0015.The modeled gravity was interpolated from observed gravity values.
 NL0015
 NL0015;                    North         East    Units  Estimated Accuracy
 NL0015;SPC IA N     - 1,151,820.    1,443,440.      MT  (+/- 180 meters Scaled)
 NL0015
 NL0015                          SUPERSEDED SURVEY CONTROL
 NL0015
 NL0015  NGVD 29 (??/??/92)  344.153  (m)         1129.11   (f) ADJ UNCH    1 2
 NL0015
 NL0015.Superseded values are not recommended for survey control.
 NL0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0015.See file dsdata.txt to determine how the superseded data were derived.
 NL0015
 NL0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH026464(NAD 83)
 NL0015_MARKER: DB = BENCH MARK DISK
 NL0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0015_SP_SET: CULVERT
 NL0015_STAMPING: 1129.109 C 2 1930
 NL0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0015
 NL0015  HISTORY     - Date     Condition        Report By
 NL0015  HISTORY     - 1930     MONUMENTED       CGS
 NL0015  HISTORY     - 1943     GOOD             NGS
 NL0015
 NL0015                          STATION DESCRIPTION
 NL0015
 NL0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0015'AT LIVERMORE.
 NL0015'AT LIVERMORE, HUMBOLDT COUNTY, AT THE JUNCTION OF THE MINNEAPOLIS
 NL0015'AND ST. LOUIS RAILROAD WITH THE CHICAGO, ROCK ISLAND AND PACIFIC
 NL0015'RAILWAY, 20 FEET EAST OF THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 NL0015'TRACK, AND IN THE NORTH END OF A CULVERT ON THE CHICAGO, ROCK
 NL0015'ISLAND AND PACIFIC RAILWAY.  A STANDARD DISK, STAMPED 1129.109 C
 NL0015'2 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0513 ***********************************************************************
 OP0513  DESIGNATION -  C 20
 OP0513  PID         -  OP0513
 OP0513  STATE/COUNTY-  IA/DICKINSON
 OP0513  USGS QUAD   -  SPIRIT LAKE (1970)
 OP0513
 OP0513                         *CURRENT SURVEY CONTROL
 OP0513  ___________________________________________________________________
 OP0513* NAD 83(1986)-  43 25 28.     (N)    095 06 30.     (W)     SCALED    
 OP0513* NAVD 88     -       445.707  (meters)    1462.29   (feet)  ADJUSTED  
 OP0513  ___________________________________________________________________
 OP0513  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 OP0513  DYNAMIC HT  -         445.587 (meters)    1461.90  (feet)  COMP
 OP0513  MODELED GRAV-     980,336.7   (mgal)                       NAVD 88
 OP0513
 OP0513  VERT ORDER  -  SECOND    CLASS 0
 OP0513
 OP0513.The horizontal coordinates were scaled from a topographic map and have
 OP0513.an estimated accuracy of +/- 6 seconds.
 OP0513
 OP0513.The orthometric height was determined by differential leveling
 OP0513.and adjusted by the National Geodetic Survey in June 1991..
 OP0513
 OP0513.The geoid height was determined by GEOID03.
 OP0513
 OP0513.The dynamic height is computed by dividing the NAVD 88
 OP0513.geopotential number by the normal gravity value computed on the
 OP0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0513.degrees latitude (g = 980.6199 gals.).
 OP0513
 OP0513.The modeled gravity was interpolated from observed gravity values.
 OP0513
 OP0513;                    North         East    Units  Estimated Accuracy
 OP0513;SPC IA N     - 1,215,010.    1,369,770.      MT  (+/- 180 meters Scaled)
 OP0513
 OP0513                          SUPERSEDED SURVEY CONTROL
 OP0513
 OP0513  NGVD 29 (??/??/92)  445.557  (m)         1461.80   (f) ADJ UNCH    2 0
 OP0513
 OP0513.Superseded values are not recommended for survey control.
 OP0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0513.See file dsdata.txt to determine how the superseded data were derived.
 OP0513
 OP0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ293101(NAD 83)
 OP0513_MARKER: DB = BENCH MARK DISK
 OP0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0513_STAMPING: C 20 1934
 OP0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0513+STABILITY: SURFACE MOTION
 OP0513
 OP0513  HISTORY     - Date     Condition        Report By
 OP0513  HISTORY     - 1934     MONUMENTED       CGS
 OP0513  HISTORY     - 1941     GOOD             NGS
 OP0513
 OP0513                          STATION DESCRIPTION
 OP0513
 OP0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OP0513'IN SPIRIT LAKE.
 OP0513'AT SPIRIT LAKE, DICKINSON COUNTY, 175 FEET NORTHEAST OF THE CHICAGO,
 OP0513'ROCK ISLAND AND PACIFIC RAILWAY STATION, AT A STREET CROSSING, 72.1
 OP0513'FEET EAST OF THE EAST EDGE OF THE PAVEMENT, 75.6 FEET NORTHEAST OF A
 OP0513'CROSSING SIGNAL, 33.3 FEET NORTHEAST OF POWERLINE POLE 383, 23.3 FEET
 OP0513'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AND 12.2 FEET
 OP0513'NORTHWEST OF THE NORTHWEST RAIL OF A SIDETRACK.  A STANDARD DISK,
 OP0513'STAMPED C 20 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 OP0513'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0166 ***********************************************************************
 OP0166  DESIGNATION -  C 21
 OP0166  PID         -  OP0166
 OP0166  STATE/COUNTY-  IA/EMMET
 OP0166  USGS QUAD   -  ESTHERVILLE (1972)
 OP0166
 OP0166                         *CURRENT SURVEY CONTROL
 OP0166  ___________________________________________________________________
 OP0166* NAD 83(1986)-  43 27 37.     (N)    094 48 22.     (W)     SCALED    
 OP0166* NAVD 88     -       415.842  (meters)    1364.31   (feet)  ADJUSTED  
 OP0166  ___________________________________________________________________
 OP0166  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 OP0166  DYNAMIC HT  -         415.732 (meters)    1363.95  (feet)  COMP
 OP0166  MODELED GRAV-     980,341.9   (mgal)                       NAVD 88
 OP0166
 OP0166  VERT ORDER  -  SECOND    CLASS 0
 OP0166
 OP0166.The horizontal coordinates were scaled from a topographic map and have
 OP0166.an estimated accuracy of +/- 6 seconds.
 OP0166
 OP0166.The orthometric height was determined by differential leveling
 OP0166.and adjusted by the National Geodetic Survey in June 1991..
 OP0166
 OP0166.The geoid height was determined by GEOID03.
 OP0166
 OP0166.The dynamic height is computed by dividing the NAVD 88
 OP0166.geopotential number by the normal gravity value computed on the
 OP0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0166.degrees latitude (g = 980.6199 gals.).
 OP0166
 OP0166.The modeled gravity was interpolated from observed gravity values.
 OP0166
 OP0166;                    North         East    Units  Estimated Accuracy
 OP0166;SPC IA N     - 1,218,570.    1,394,300.      MT  (+/- 180 meters Scaled)
 OP0166
 OP0166                          SUPERSEDED SURVEY CONTROL
 OP0166
 OP0166  NGVD 29 (??/??/92)  415.723  (m)         1363.92   (f) ADJ UNCH    2 0
 OP0166
 OP0166.Superseded values are not recommended for survey control.
 OP0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0166.See file dsdata.txt to determine how the superseded data were derived.
 OP0166
 OP0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ538135(NAD 83)
 OP0166_MARKER: DB = BENCH MARK DISK
 OP0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0166_STAMPING: C 21 1934
 OP0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0166+STABILITY: SURFACE MOTION
 OP0166
 OP0166  HISTORY     - Date     Condition        Report By
 OP0166  HISTORY     - 1934     MONUMENTED       CGS
 OP0166  HISTORY     - 1970     MARK NOT FOUND   USGS
 OP0166
 OP0166                          STATION DESCRIPTION
 OP0166
 OP0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0166'2.4 MI SW FROM HUNTINGTON.
 OP0166'2.4 MILES SOUTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 OP0166'THE STATION AT HUNTINGTON, EMMET COUNTY, 0.1 MILE NORTHEAST OF
 OP0166'MILEPOST 164, 3.1 MILES SOUTHWEST OF THE MINNESOTA-IOWA STATE LINE, 69
 OP0166'FEET NORTH OF THE CENTERLINE OF A SECTION ROAD, 45.6 FEET SOUTHEAST OF
 OP0166'THE SOUTHEAST RAIL OF THE MAIN TRACK, 32.5 FEET NORTHEAST OF A FENCE
 OP0166'CORNER, AND 1.5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE. A STANDARD
 OP0166'DISK, STAMPED C 21 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0166'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 OP0166
 OP0166                          STATION RECOVERY (1970)
 OP0166
 OP0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OP0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0277 ***********************************************************************
 NL0277  DESIGNATION -  C 22
 NL0277  PID         -  NL0277
 NL0277  STATE/COUNTY-  IA/CLAY
 NL0277  USGS QUAD   -  WEBB (1971)
 NL0277
 NL0277                         *CURRENT SURVEY CONTROL
 NL0277  ___________________________________________________________________
 NL0277* NAD 83(1986)-  42 59 44.     (N)    095 01 42.     (W)     SCALED    
 NL0277* NAVD 88     -       406.081  (meters)    1332.28   (feet)  ADJUSTED  
 NL0277  ___________________________________________________________________
 NL0277  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 NL0277  DYNAMIC HT  -         405.951 (meters)    1331.86  (feet)  COMP
 NL0277  MODELED GRAV-     980,288.4   (mgal)                       NAVD 88
 NL0277
 NL0277  VERT ORDER  -  SECOND    CLASS 0
 NL0277
 NL0277.The horizontal coordinates were scaled from a topographic map and have
 NL0277.an estimated accuracy of +/- 6 seconds.
 NL0277
 NL0277.The orthometric height was determined by differential leveling
 NL0277.and adjusted by the National Geodetic Survey in June 1991..
 NL0277
 NL0277.The geoid height was determined by GEOID03.
 NL0277
 NL0277.The dynamic height is computed by dividing the NAVD 88
 NL0277.geopotential number by the normal gravity value computed on the
 NL0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0277.degrees latitude (g = 980.6199 gals.).
 NL0277
 NL0277.The modeled gravity was interpolated from observed gravity values.
 NL0277
 NL0277;                    North         East    Units  Estimated Accuracy
 NL0277;SPC IA N     - 1,167,250.    1,375,380.      MT  (+/- 180 meters Scaled)
 NL0277
 NL0277                          SUPERSEDED SURVEY CONTROL
 NL0277
 NL0277  NGVD 29 (??/??/92)  405.962  (m)         1331.89   (f) ADJ UNCH    2 0
 NL0277
 NL0277.Superseded values are not recommended for survey control.
 NL0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0277.See file dsdata.txt to determine how the superseded data were derived.
 NL0277
 NL0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH346623(NAD 83)
 NL0277_MARKER: DB = BENCH MARK DISK
 NL0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0277_STAMPING: C 22 1934
 NL0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0277+STABILITY: SURFACE MOTION
 NL0277
 NL0277  HISTORY     - Date     Condition        Report By
 NL0277  HISTORY     - 1934     MONUMENTED       CGS
 NL0277
 NL0277                          STATION DESCRIPTION
 NL0277
 NL0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0277'1.6 MI S FROM GILLETT GROVE.
 NL0277'1.6 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0277'PACIFIC RAILROAD FROM THE STATION AT GILLETT GROVE, CLAY COUNTY,
 NL0277'9 POLES NORTH OF MILEPOST 144, 121 YARDS NORTH OF THE NORTH
 NL0277'END OF 10- BY 10-FOOT CONCRETE CULVERT Y 236, 46 FEET SOUTH
 NL0277'OF THE CENTER LINE OF A SECTION ROAD, 45.4 FEET EAST OF THE
 NL0277'EAST RAIL, 16.6 FEET SOUTH OF A WIRE FENCE CORNER, AND 1.5 FEET
 NL0277'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C
 NL0277'22 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 NL0277'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0159 ***********************************************************************
 NL0159  DESIGNATION -  C 23
 NL0159  PID         -  NL0159
 NL0159  STATE/COUNTY-  IA/CALHOUN
 NL0159  USGS QUAD   -  ROCKWELL CITY (1980)
 NL0159
 NL0159                         *CURRENT SURVEY CONTROL
 NL0159  ___________________________________________________________________
 NL0159* NAD 83(1986)-  42 29 47.     (N)    094 44 23.     (W)     SCALED    
 NL0159* NAVD 88     -       370.705  (meters)    1216.22   (feet)  ADJUSTED  
 NL0159  ___________________________________________________________________
 NL0159  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 NL0159  DYNAMIC HT  -         370.573 (meters)    1215.79  (feet)  COMP
 NL0159  MODELED GRAV-     980,256.8   (mgal)                       NAVD 88
 NL0159
 NL0159  VERT ORDER  -  SECOND    CLASS 0
 NL0159
 NL0159.The horizontal coordinates were scaled from a topographic map and have
 NL0159.an estimated accuracy of +/- 6 seconds.
 NL0159
 NL0159.The orthometric height was determined by differential leveling
 NL0159.and adjusted by the National Geodetic Survey in June 1991..
 NL0159
 NL0159.The geoid height was determined by GEOID03.
 NL0159
 NL0159.The dynamic height is computed by dividing the NAVD 88
 NL0159.geopotential number by the normal gravity value computed on the
 NL0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0159.degrees latitude (g = 980.6199 gals.).
 NL0159
 NL0159.The modeled gravity was interpolated from observed gravity values.
 NL0159
 NL0159;                    North         East    Units  Estimated Accuracy
 NL0159;SPC IA N     - 1,111,420.    1,398,100.      MT  (+/- 180 meters Scaled)
 NL0159
 NL0159                          SUPERSEDED SURVEY CONTROL
 NL0159
 NL0159  NGVD 29 (??/??/92)  370.625  (m)         1215.96   (f) ADJ UNCH    2 0
 NL0159
 NL0159.Superseded values are not recommended for survey control.
 NL0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0159.See file dsdata.txt to determine how the superseded data were derived.
 NL0159
 NL0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH570063(NAD 83)
 NL0159_MARKER: DB = BENCH MARK DISK
 NL0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0159_STAMPING: C 23 1934
 NL0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0159+STABILITY: SURFACE MOTION
 NL0159
 NL0159  HISTORY     - Date     Condition        Report By
 NL0159  HISTORY     - 1934     MONUMENTED       CGS
 NL0159
 NL0159                          STATION DESCRIPTION
 NL0159
 NL0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0159'2 MI SE FROM KNOKE.
 NL0159'2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0159'PACIFIC RAILROAD FROM THE STATION AT KNOKE, CALHOUN COUNTY, 27
 NL0159'YARDS SOUTHEAST OF MILEPOST 106, 45 FEET NORTHEAST OF THE NORTHEAST
 NL0159'RAIL, AND 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NL0159'DISK, STAMPED C 23 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0159'PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0266 ***********************************************************************
 NL0266  DESIGNATION -  C 24
 NL0266  PID         -  NL0266
 NL0266  STATE/COUNTY-  IA/CHEROKEE
 NL0266  USGS QUAD   -  AURELIA (1969)
 NL0266
 NL0266                         *CURRENT SURVEY CONTROL
 NL0266  ___________________________________________________________________
 NL0266* NAD 83(1986)-  42 42 21.     (N)    095 24 24.     (W)     SCALED    
 NL0266* NAVD 88     -       436.279  (meters)    1431.36   (feet)  ADJUSTED  
 NL0266  ___________________________________________________________________
 NL0266  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 NL0266  DYNAMIC HT  -         436.132 (meters)    1430.88  (feet)  COMP
 NL0266  MODELED GRAV-     980,270.9   (mgal)                       NAVD 88
 NL0266
 NL0266  VERT ORDER  -  SECOND    CLASS 0
 NL0266
 NL0266.The horizontal coordinates were scaled from a topographic map and have
 NL0266.an estimated accuracy of +/- 6 seconds.
 NL0266
 NL0266.The orthometric height was determined by differential leveling
 NL0266.and adjusted by the National Geodetic Survey in June 1991..
 NL0266
 NL0266.The geoid height was determined by GEOID03.
 NL0266
 NL0266.The dynamic height is computed by dividing the NAVD 88
 NL0266.geopotential number by the normal gravity value computed on the
 NL0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0266.degrees latitude (g = 980.6199 gals.).
 NL0266
 NL0266.The modeled gravity was interpolated from observed gravity values.
 NL0266
 NL0266;                    North         East    Units  Estimated Accuracy
 NL0266;SPC IA N     - 1,135,700.    1,343,810.      MT  (+/- 180 meters Scaled)
 NL0266
 NL0266                          SUPERSEDED SURVEY CONTROL
 NL0266
 NL0266  NGVD 29 (??/??/92)  436.142  (m)         1430.91   (f) ADJ UNCH    2 0
 NL0266
 NL0266.Superseded values are not recommended for survey control.
 NL0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0266.See file dsdata.txt to determine how the superseded data were derived.
 NL0266
 NL0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH028309(NAD 83)
 NL0266_MARKER: DB = BENCH MARK DISK
 NL0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0266_STAMPING: C 24 1934
 NL0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0266+STABILITY: SURFACE MOTION
 NL0266
 NL0266  HISTORY     - Date     Condition        Report By
 NL0266  HISTORY     - 1934     MONUMENTED       CGS
 NL0266
 NL0266                          STATION DESCRIPTION
 NL0266
 NL0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0266'1.5 MI E FROM AURELIA.
 NL0266'1.5 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0266'STATION AT AURELIA, CHEROKEE COUNTY, 240 FEET EAST OF THE
 NL0266'CENTERLINE OF STATE HIGHWAY 5, 5 FEET SOUTH OF THE THIRD POLE
 NL0266'EAST OF THE HIGHWAY, 42.6 FEET SOUTH OF THE SOUTH RAIL, AND
 NL0266'1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 NL0266'STAMPED C 24 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0266'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0482 ***********************************************************************
 NL0482  DESIGNATION -  C 25
 NL0482  PID         -  NL0482
 NL0482  STATE/COUNTY-  IA/PLYMOUTH
 NL0482  USGS QUAD   -  REMSEN (1969)
 NL0482
 NL0482                         *CURRENT SURVEY CONTROL
 NL0482  ___________________________________________________________________
 NL0482* NAD 83(1986)-  42 49 11.     (N)    095 55 05.     (W)     SCALED    
 NL0482* NAVD 88     -       436.259  (meters)    1431.29   (feet)  ADJUSTED  
 NL0482  ___________________________________________________________________
 NL0482  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 NL0482  DYNAMIC HT  -         436.125 (meters)    1430.85  (feet)  COMP
 NL0482  MODELED GRAV-     980,299.9   (mgal)                       NAVD 88
 NL0482
 NL0482  VERT ORDER  -  SECOND    CLASS 0
 NL0482
 NL0482.The horizontal coordinates were scaled from a topographic map and have
 NL0482.an estimated accuracy of +/- 6 seconds.
 NL0482
 NL0482.The orthometric height was determined by differential leveling
 NL0482.and adjusted by the National Geodetic Survey in June 1991..
 NL0482
 NL0482.The geoid height was determined by GEOID03.
 NL0482
 NL0482.The dynamic height is computed by dividing the NAVD 88
 NL0482.geopotential number by the normal gravity value computed on the
 NL0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0482.degrees latitude (g = 980.6199 gals.).
 NL0482
 NL0482.The modeled gravity was interpolated from observed gravity values.
 NL0482
 NL0482;                    North         East    Units  Estimated Accuracy
 NL0482;SPC IA N     - 1,149,420.    1,302,290.      MT  (+/- 180 meters Scaled)
 NL0482
 NL0482                          SUPERSEDED SURVEY CONTROL
 NL0482
 NL0482  NGVD 29 (??/??/92)  436.068  (m)         1430.67   (f) ADJ UNCH    2 0
 NL0482
 NL0482.Superseded values are not recommended for survey control.
 NL0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0482.See file dsdata.txt to determine how the superseded data were derived.
 NL0482
 NL0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH614449(NAD 83)
 NL0482_MARKER: DB = BENCH MARK DISK
 NL0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0482_STAMPING: C 25 1934
 NL0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0482+STABILITY: SURFACE MOTION
 NL0482
 NL0482  HISTORY     - Date     Condition        Report By
 NL0482  HISTORY     - 1934     MONUMENTED       CGS
 NL0482  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0482
 NL0482                          STATION DESCRIPTION
 NL0482
 NL0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0482'3 MI E FROM REMSEN.
 NL0482'3.0 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0482'STATION AT REMSEN, PLYMOUTH COUNTY, 150 YARDS WEST OF TRESTLE
 NL0482'471.6, AT A ROAD CROSSING, 38 FEET WEST OF THE CENTERLINE OF THE
 NL0482'ROAD, 45.0 FEET SOUTH OF THE SOUTH RAIL, AND 5.8 FEET WEST OF
 NL0482'A CORNER FENCE POST.  A STANDARD DISK, STAMPED C 25 1934 AND SET
 NL0482'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NL0482
 NL0482                          STATION RECOVERY (2000)
 NL0482
 NL0482'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0482'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0515 ***********************************************************************
 NL0515  DESIGNATION -  C 26
 NL0515  PID         -  NL0515
 NL0515  STATE/COUNTY-  IA/CHEROKEE
 NL0515  USGS QUAD   -  CHEROKEE NORTH (1971)
 NL0515
 NL0515                         *CURRENT SURVEY CONTROL
 NL0515  ___________________________________________________________________
 NL0515* NAD 83(1986)-  42 49 32.     (N)    095 32 22.     (W)     SCALED    
 NL0515* NAVD 88     -       410.041  (meters)    1345.28   (feet)  ADJUSTED  
 NL0515  ___________________________________________________________________
 NL0515  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 NL0515  DYNAMIC HT  -         409.906 (meters)    1344.83  (feet)  COMP
 NL0515  MODELED GRAV-     980,280.6   (mgal)                       NAVD 88
 NL0515
 NL0515  VERT ORDER  -  SECOND    CLASS 0
 NL0515
 NL0515.The horizontal coordinates were scaled from a topographic map and have
 NL0515.an estimated accuracy of +/- 6 seconds.
 NL0515
 NL0515.The orthometric height was determined by differential leveling
 NL0515.and adjusted by the National Geodetic Survey in June 1991..
 NL0515
 NL0515.The geoid height was determined by GEOID03.
 NL0515
 NL0515.The dynamic height is computed by dividing the NAVD 88
 NL0515.geopotential number by the normal gravity value computed on the
 NL0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0515.degrees latitude (g = 980.6199 gals.).
 NL0515
 NL0515.The modeled gravity was interpolated from observed gravity values.
 NL0515
 NL0515;                    North         East    Units  Estimated Accuracy
 NL0515;SPC IA N     - 1,149,250.    1,333,260.      MT  (+/- 180 meters Scaled)
 NL0515
 NL0515                          SUPERSEDED SURVEY CONTROL
 NL0515
 NL0515  NGVD 29 (??/??/92)  409.852  (m)         1344.66   (f) ADJ UNCH    2 0
 NL0515
 NL0515.Superseded values are not recommended for survey control.
 NL0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0515.See file dsdata.txt to determine how the superseded data were derived.
 NL0515
 NL0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH924445(NAD 83)
 NL0515_MARKER: DB = BENCH MARK DISK
 NL0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0515_SP_SET: CONCRETE POST
 NL0515_STAMPING: C 26 1934
 NL0515_MARK LOGO: CGS   
 NL0515_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0515+STABILITY: SURFACE MOTION
 NL0515
 NL0515  HISTORY     - Date     Condition        Report By
 NL0515  HISTORY     - 1934     MONUMENTED       CGS
 NL0515  HISTORY     - 19931111 GOOD             IA-035
 NL0515  HISTORY     - 20000404 GOOD             AERSVC
 NL0515
 NL0515                          STATION DESCRIPTION
 NL0515
 NL0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0515'5.8 MI N FROM CHEROKEE.
 NL0515'5.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0515'STATION AT CHEROKEE, CHEROKEE COUNTY, 2.4 MILES SOUTH OF THE
 NL0515'STATION AT LARRABEE, AT A ROAD CROSSING, 18 FEET SOUTH OF THE
 NL0515'CENTERLINE OF THE ROAD, 34 FEET EAST OF THE EAST RAIL, 14 FEET
 NL0515'WEST OF A CORNER FENCE POST, AND 2 FEET SOUTH OF THE
 NL0515'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 26 1934 AND SET
 NL0515'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NL0515
 NL0515                          STATION RECOVERY (1993)
 NL0515
 NL0515'RECOVERY NOTE BY CHEROKEE COUNTY IOWA 1993
 NL0515'RECOVERED IN GOOD CONDITION.  NOTE--28.85 FEET SOUTHWEST FROM CORNER
 NL0515'POST WITH X NAILS, 13.78 FEET (4.20 M) WEST-SOUTHWEST FROM CORNER
 NL0515'POST WITH X NAILS, 24.35 FEET (7.42 M) EAST-SOUTHEAST FROM FENCE
 NL0515'POST.
 NL0515
 NL0515                          STATION RECOVERY (2000)
 NL0515
 NL0515'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0515'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0215 ***********************************************************************
 NL0215  DESIGNATION -  C 27
 NL0215  PID         -  NL0215
 NL0215  STATE/COUNTY-  IA/POCAHONTAS
 NL0215  USGS QUAD   -  LAURENS (1971)
 NL0215
 NL0215                         *CURRENT SURVEY CONTROL
 NL0215  ___________________________________________________________________
 NL0215* NAD 83(1986)-  42 50 19.     (N)    094 46 02.     (W)     SCALED    
 NL0215* NAVD 88     -       391.653  (meters)    1284.95   (feet)  ADJUSTED  
 NL0215  ___________________________________________________________________
 NL0215  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 NL0215  DYNAMIC HT  -         391.529 (meters)    1284.54  (feet)  COMP
 NL0215  MODELED GRAV-     980,291.2   (mgal)                       NAVD 88
 NL0215
 NL0215  VERT ORDER  -  SECOND    CLASS 0
 NL0215
 NL0215.The horizontal coordinates were scaled from a topographic map and have
 NL0215.an estimated accuracy of +/- 6 seconds.
 NL0215
 NL0215.The orthometric height was determined by differential leveling
 NL0215.and adjusted by the National Geodetic Survey in June 1991..
 NL0215
 NL0215.The geoid height was determined by GEOID03.
 NL0215
 NL0215.The dynamic height is computed by dividing the NAVD 88
 NL0215.geopotential number by the normal gravity value computed on the
 NL0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0215.degrees latitude (g = 980.6199 gals.).
 NL0215
 NL0215.The modeled gravity was interpolated from observed gravity values.
 NL0215
 NL0215;                    North         East    Units  Estimated Accuracy
 NL0215;SPC IA N     - 1,149,470.    1,396,410.      MT  (+/- 180 meters Scaled)
 NL0215
 NL0215                          SUPERSEDED SURVEY CONTROL
 NL0215
 NL0215  NGVD 29 (??/??/92)  391.567  (m)         1284.67   (f) ADJ UNCH    2 0
 NL0215
 NL0215.Superseded values are not recommended for survey control.
 NL0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0215.See file dsdata.txt to determine how the superseded data were derived.
 NL0215
 NL0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH555444(NAD 83)
 NL0215_MARKER: DB = BENCH MARK DISK
 NL0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0215_STAMPING: C 27 1934
 NL0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0215+STABILITY: SURFACE MOTION
 NL0215
 NL0215  HISTORY     - Date     Condition        Report By
 NL0215  HISTORY     - 1934     MONUMENTED       CGS
 NL0215
 NL0215                          STATION DESCRIPTION
 NL0215
 NL0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0215'3.2 MI W FROM HAVELOCK.
 NL0215'3.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0215'FROM THE STATION AT HAVELOCK, 140 YARDS WEST OF MILEPOST 146,
 NL0215'40 YARDS EAST OF THE EAST END OF BRIDGE 2608, 60.0 FEET SOUTHWEST
 NL0215'OF A SECTION-ROAD CROSSING, 44.0 FEET SOUTH OF THE SOUTH RAIL,
 NL0215'8.5 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER, AND 2.0 FEET NORTH
 NL0215'OF THE FENCE.  A STANDARD DISK, STAMPED C 27 1934 AND SET IN THE
 NL0215'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0445 ***********************************************************************
 NK0445  DESIGNATION -  C 28
 NK0445  PID         -  NK0445
 NK0445  STATE/COUNTY-  IA/HUMBOLDT
 NK0445  USGS QUAD   -  EAGLE GROVE (1978)
 NK0445
 NK0445                         *CURRENT SURVEY CONTROL
 NK0445  ___________________________________________________________________
 NK0445* NAD 83(1986)-  42 41 22.     (N)    093 59 27.     (W)     SCALED    
 NK0445* NAVD 88     -       345.042  (meters)    1132.03   (feet)  ADJUSTED  
 NK0445  ___________________________________________________________________
 NK0445  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 NK0445  DYNAMIC HT  -         344.937 (meters)    1131.68  (feet)  COMP
 NK0445  MODELED GRAV-     980,306.8   (mgal)                       NAVD 88
 NK0445
 NK0445  VERT ORDER  -  SECOND    CLASS 0
 NK0445
 NK0445.The horizontal coordinates were scaled from a topographic map and have
 NK0445.an estimated accuracy of +/- 6 seconds.
 NK0445
 NK0445.The orthometric height was determined by differential leveling
 NK0445.and adjusted by the National Geodetic Survey in June 1991..
 NK0445
 NK0445.The geoid height was determined by GEOID03.
 NK0445
 NK0445.The dynamic height is computed by dividing the NAVD 88
 NK0445.geopotential number by the normal gravity value computed on the
 NK0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0445.degrees latitude (g = 980.6199 gals.).
 NK0445
 NK0445.The modeled gravity was interpolated from observed gravity values.
 NK0445
 NK0445;                    North         East    Units  Estimated Accuracy
 NK0445;SPC IA N     - 1,132,240.    1,459,780.      MT  (+/- 180 meters Scaled)
 NK0445
 NK0445                          SUPERSEDED SURVEY CONTROL
 NK0445
 NK0445  NGVD 29 (??/??/92)  345.005  (m)         1131.90   (f) ADJ UNCH    2 0
 NK0445
 NK0445.Superseded values are not recommended for survey control.
 NK0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0445.See file dsdata.txt to determine how the superseded data were derived.
 NK0445
 NK0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH188268(NAD 83)
 NK0445_MARKER: DB = BENCH MARK DISK
 NK0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0445_STAMPING: C 28 1934
 NK0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0445+STABILITY: SURFACE MOTION
 NK0445
 NK0445  HISTORY     - Date     Condition        Report By
 NK0445  HISTORY     - 1934     MONUMENTED       CGS
 NK0445
 NK0445                          STATION DESCRIPTION
 NK0445
 NK0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0445'3.1 MI E FROM THOR.
 NK0445'3.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0445'FROM THE STATION AT THOR, HUMBOLDT COUNTY, 77.0 FEET SOUTHEAST
 NK0445'OF THE SOUTH END OF CULVERT 2571, 62.0 FEET SOUTHEAST OF A
 NK0445'NORTH-AND-SOUTH SECTION-ROAD CROSSING, 46.2 FEET SOUTH OF THE
 NK0445'SOUTH RAIL, 5.1 FEET EAST OF A RIGHT OF WAY FENCE CORNER, AND
 NK0445'2.0 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED C 28
 NK0445'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 NK0445'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0188 ***********************************************************************
 NK0188  DESIGNATION -  C 29
 NK0188  PID         -  NK0188
 NK0188  STATE/COUNTY-  IA/FRANKLIN
 NK0188  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0188
 NK0188                         *CURRENT SURVEY CONTROL
 NK0188  ___________________________________________________________________
 NK0188* NAD 83(1986)-  42 44 50.     (N)    093 13 18.     (W)     SCALED    
 NK0188* NAVD 88     -       349.823  (meters)    1147.71   (feet)  ADJUSTED  
 NK0188  ___________________________________________________________________
 NK0188  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 NK0188  DYNAMIC HT  -         349.725 (meters)    1147.39  (feet)  COMP
 NK0188  MODELED GRAV-     980,329.9   (mgal)                       NAVD 88
 NK0188
 NK0188  VERT ORDER  -  SECOND    CLASS 0
 NK0188
 NK0188.The horizontal coordinates were scaled from a topographic map and have
 NK0188.an estimated accuracy of +/- 6 seconds.
 NK0188
 NK0188.The orthometric height was determined by differential leveling
 NK0188.and adjusted by the National Geodetic Survey in June 1991..
 NK0188
 NK0188.The geoid height was determined by GEOID03.
 NK0188
 NK0188.The dynamic height is computed by dividing the NAVD 88
 NK0188.geopotential number by the normal gravity value computed on the
 NK0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0188.degrees latitude (g = 980.6199 gals.).
 NK0188
 NK0188.The modeled gravity was interpolated from observed gravity values.
 NK0188
 NK0188;                    North         East    Units  Estimated Accuracy
 NK0188;SPC IA N     - 1,138,580.    1,522,790.      MT  (+/- 180 meters Scaled)
 NK0188
 NK0188                          SUPERSEDED SURVEY CONTROL
 NK0188
 NK0188  NGVD 29 (??/??/92)  349.821  (m)         1147.70   (f) ADJ UNCH    2 0
 NK0188
 NK0188.Superseded values are not recommended for survey control.
 NK0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0188.See file dsdata.txt to determine how the superseded data were derived.
 NK0188
 NK0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH818327(NAD 83)
 NK0188_MARKER: DB = BENCH MARK DISK
 NK0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0188_STAMPING: C 29 1934
 NK0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0188+STABILITY: SURFACE MOTION
 NK0188
 NK0188  HISTORY     - Date     Condition        Report By
 NK0188  HISTORY     - 1934     MONUMENTED       CGS
 NK0188  HISTORY     - 1972     MARK NOT FOUND   USGS
 NK0188
 NK0188                          STATION DESCRIPTION
 NK0188
 NK0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0188'0.7 MI W FROM HAMPTON.
 NK0188'0.7 MILE WEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0188'THE STATION AT HAMPTON, 55 YARDS SOUTHWEST OF THE CROSSING OF
 NK0188'THE CHICAGO, ROCK ISLAND, AND PACIFIC RAILWAY, 70.5 FEET SOUTH
 NK0188'OF THE SOUTH RAIL OF THE MAIN TRACK, 50.5 FEET WEST OF A
 NK0188'RIGHT-OF-WAY FENCE CORNER, 32.7 FEET SOUTH OF THE SOUTH RAIL
 NK0188'OF THE SWITCH TRACK, AND 1.7 FEET NORTH OF THE FENCE.  A
 NK0188'STANDARD DISK, STAMPED C 29 1934 AND SET IN THE TOP OF A CONCRETE
 NK0188'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 NK0188
 NK0188                          STATION RECOVERY (1972)
 NK0188
 NK0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NK0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0065 ***********************************************************************
 NL0065  DESIGNATION -  C 3
 NL0065  PID         -  NL0065
 NL0065  STATE/COUNTY-  IA/WEBSTER
 NL0065  USGS QUAD   -  BOXHOLM (1982)
 NL0065
 NL0065                         *CURRENT SURVEY CONTROL
 NL0065  ___________________________________________________________________
 NL0065* NAD 83(1986)-  42 14 54.     (N)    094 03 40.     (W)     SCALED    
 NL0065* NAVD 88     -       349.266  (meters)    1145.88   (feet)  ADJUSTED  
 NL0065  ___________________________________________________________________
 NL0065  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 NL0065  DYNAMIC HT  -         349.175 (meters)    1145.59  (feet)  COMP
 NL0065  MODELED GRAV-     980,349.6   (mgal)                       NAVD 88
 NL0065
 NL0065  VERT ORDER  -  FIRST     CLASS II
 NL0065
 NL0065.The horizontal coordinates were scaled from a topographic map and have
 NL0065.an estimated accuracy of +/- 6 seconds.
 NL0065
 NL0065.The orthometric height was determined by differential leveling
 NL0065.and adjusted by the National Geodetic Survey in June 1991..
 NL0065
 NL0065.The geoid height was determined by GEOID03.
 NL0065
 NL0065.The dynamic height is computed by dividing the NAVD 88
 NL0065.geopotential number by the normal gravity value computed on the
 NL0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0065.degrees latitude (g = 980.6199 gals.).
 NL0065
 NL0065.The modeled gravity was interpolated from observed gravity values.
 NL0065
 NL0065;                    North         East    Units  Estimated Accuracy
 NL0065;SPC IA N     - 1,083,280.    1,453,690.      MT  (+/- 180 meters Scaled)
 NL0065
 NL0065                          SUPERSEDED SURVEY CONTROL
 NL0065
 NL0065  NGVD 29 (??/??/92)  349.248  (m)         1145.82   (f) ADJ UNCH    1 2
 NL0065
 NL0065.Superseded values are not recommended for survey control.
 NL0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0065.See file dsdata.txt to determine how the superseded data were derived.
 NL0065
 NL0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG124778(NAD 83)
 NL0065_MARKER: DB = BENCH MARK DISK
 NL0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0065_SP_SET: CULVERT
 NL0065_STAMPING: 1145.824 C 3 1930
 NL0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0065
 NL0065  HISTORY     - Date     Condition        Report By
 NL0065  HISTORY     - 1930     MONUMENTED       CGS
 NL0065  HISTORY     - 1934     GOOD             NGS
 NL0065
 NL0065                          STATION DESCRIPTION
 NL0065
 NL0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0065'1 MI SE FROM DAYTON.
 NL0065'1.0 MILE SOUTHEAST ALONG THE ABANDONED MINNEAPOLIS AND ST.
 NL0065'LOUIS RAILROAD FROM DAYTON, WEBSTER COUNTY, 800 FEET NORTHWEST
 NL0065'OF A ROAD CROSSING, 140 FEET SOUTHEAST OF A STATION-ONE-MILE
 NL0065'SIGN, AND IN THE SOUTHWEST END OF A CULVERT.  A STANDARD DISK,
 NL0065'STAMPED 1145.824 C 3 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0165 ***********************************************************************
 NK0165  DESIGNATION -  C 30
 NK0165  PID         -  NK0165
 NK0165  STATE/COUNTY-  IA/BREMER
 NK0165  USGS QUAD   -  SHELL ROCK (1971)
 NK0165
 NK0165                         *CURRENT SURVEY CONTROL
 NK0165  ___________________________________________________________________
 NK0165* NAD 83(1986)-  42 44 16.     (N)    092 31 04.     (W)     SCALED    
 NK0165* NAVD 88     -       293.077  (meters)     961.54   (feet)  ADJUSTED  
 NK0165  ___________________________________________________________________
 NK0165  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 NK0165  DYNAMIC HT  -         292.981 (meters)     961.22  (feet)  COMP
 NK0165  MODELED GRAV-     980,285.8   (mgal)                       NAVD 88
 NK0165
 NK0165  VERT ORDER  -  SECOND    CLASS 0
 NK0165
 NK0165.The horizontal coordinates were scaled from a topographic map and have
 NK0165.an estimated accuracy of +/- 6 seconds.
 NK0165
 NK0165.The orthometric height was determined by differential leveling
 NK0165.and adjusted by the National Geodetic Survey in June 1991..
 NK0165
 NK0165.The geoid height was determined by GEOID03.
 NK0165
 NK0165.The dynamic height is computed by dividing the NAVD 88
 NK0165.geopotential number by the normal gravity value computed on the
 NK0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0165.degrees latitude (g = 980.6199 gals.).
 NK0165
 NK0165.The modeled gravity was interpolated from observed gravity values.
 NK0165
 NK0165;                    North         East    Units  Estimated Accuracy
 NK0165;SPC IA N     - 1,137,960.    1,580,430.      MT  (+/- 180 meters Scaled)
 NK0165
 NK0165                          SUPERSEDED SURVEY CONTROL
 NK0165
 NK0165  NGVD 29 (??/??/92)  293.071  (m)          961.52   (f) ADJ UNCH    2 0
 NK0165
 NK0165.Superseded values are not recommended for survey control.
 NK0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0165.See file dsdata.txt to determine how the superseded data were derived.
 NK0165
 NK0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH394318(NAD 83)
 NK0165_MARKER: DB = BENCH MARK DISK
 NK0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0165_STAMPING: C 30 1934
 NK0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0165+STABILITY: SURFACE MOTION
 NK0165
 NK0165  HISTORY     - Date     Condition        Report By
 NK0165  HISTORY     - 1934     MONUMENTED       CGS
 NK0165  HISTORY     - 1971     MARK NOT FOUND   USGS
 NK0165
 NK0165                          STATION DESCRIPTION
 NK0165
 NK0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0165'2.9 MI W FROM WAVERLY.
 NK0165'2.9 MILES WEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 NK0165'STATION AT WAVERLY, BREMER COUNTY, ABOUT 0.4 MILE EAST OF THE
 NK0165'OVERPASS CROSSING OF U.S. HIGHWAY 218, 16 FEET WEST OF THE
 NK0165'THIRTIETH POLE WEST OF MILEPOST 277, 40.5 FEET SOUTH OF THE
 NK0165'SOUTH RAIL, AND 1.7 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NK0165'DISK, STAMPED C 30 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0165'PROJECTING 6 INCHES ABOVE GROUND.
 NK0165
 NK0165                          STATION RECOVERY (1971)
 NK0165
 NK0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NK0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0262 ***********************************************************************
 NK0262  DESIGNATION -  C 31
 NK0262  PID         -  NK0262
 NK0262  STATE/COUNTY-  IA/HARDIN
 NK0262  USGS QUAD   -  IOWA FALLS EAST (1979)
 NK0262
 NK0262                         *CURRENT SURVEY CONTROL
 NK0262  ___________________________________________________________________
 NK0262* NAD 83(1986)-  42 31 37.     (N)    093 13 20.     (W)     SCALED    
 NK0262* NAVD 88     -       342.322  (meters)    1123.10   (feet)  ADJUSTED  
 NK0262  ___________________________________________________________________
 NK0262  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 NK0262  DYNAMIC HT  -         342.203 (meters)    1122.71  (feet)  COMP
 NK0262  MODELED GRAV-     980,262.8   (mgal)                       NAVD 88
 NK0262
 NK0262  VERT ORDER  -  SECOND    CLASS 0
 NK0262
 NK0262.The horizontal coordinates were scaled from a topographic map and have
 NK0262.an estimated accuracy of +/- 6 seconds.
 NK0262
 NK0262.The orthometric height was determined by differential leveling
 NK0262.and adjusted by the National Geodetic Survey in June 1991..
 NK0262
 NK0262.The geoid height was determined by GEOID03.
 NK0262
 NK0262.The dynamic height is computed by dividing the NAVD 88
 NK0262.geopotential number by the normal gravity value computed on the
 NK0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0262.degrees latitude (g = 980.6199 gals.).
 NK0262
 NK0262.The modeled gravity was interpolated from observed gravity values.
 NK0262
 NK0262;                    North         East    Units  Estimated Accuracy
 NK0262;SPC IA N     - 1,114,110.    1,522,820.      MT  (+/- 180 meters Scaled)
 NK0262
 NK0262                          SUPERSEDED SURVEY CONTROL
 NK0262
 NK0262  NGVD 29 (??/??/92)  342.307  (m)         1123.05   (f) ADJ UNCH    2 0
 NK0262
 NK0262.Superseded values are not recommended for survey control.
 NK0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0262.See file dsdata.txt to determine how the superseded data were derived.
 NK0262
 NK0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH817083(NAD 83)
 NK0262_MARKER: DB = BENCH MARK DISK
 NK0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0262_STAMPING: C 31 1934
 NK0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0262+STABILITY: SURFACE MOTION
 NK0262
 NK0262  HISTORY     - Date     Condition        Report By
 NK0262  HISTORY     - 1934     MONUMENTED       CGS
 NK0262  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0262
 NK0262                          STATION DESCRIPTION
 NK0262
 NK0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0262'1.5 MI SE FROM IOWA FALLS.
 NK0262'1.5 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0262'RAILWAY FROM THE STATION AT IOWA FALLS, 80 FEET EAST OF A ROAD
 NK0262'CROSSING, 57.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 NK0262'ILLINOIS CENTRAL RAILROAD, AND 37 FEET NORTHEAST OF THE NORTHEAST
 NK0262'RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY.  A
 NK0262'STANDARD DISK, STAMPED C 31 1934 AND SET IN THE TOP OF A CONCRETE
 NK0262'POST PROJECTING 5 INCHES ABOVE GROUND.
 NK0262
 NK0262                          STATION RECOVERY (1974)
 NK0262
 NK0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0441 ***********************************************************************
 NK0441  DESIGNATION -  C 32
 NK0441  PID         -  NK0441
 NK0441  STATE/COUNTY-  IA/HAMILTON
 NK0441  USGS QUAD   -  DUNCOMBE (1978)
 NK0441
 NK0441                         *CURRENT SURVEY CONTROL
 NK0441  ___________________________________________________________________
 NK0441* NAD 83(1986)-  42 28 18.     (N)    093 57 11.     (W)     SCALED    
 NK0441* NAVD 88     -       340.217  (meters)    1116.20   (feet)  ADJUSTED  
 NK0441  ___________________________________________________________________
 NK0441  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 NK0441  DYNAMIC HT  -         340.133 (meters)    1115.92  (feet)  COMP
 NK0441  MODELED GRAV-     980,364.6   (mgal)                       NAVD 88
 NK0441
 NK0441  VERT ORDER  -  SECOND    CLASS 0
 NK0441
 NK0441.The horizontal coordinates were scaled from a topographic map and have
 NK0441.an estimated accuracy of +/- 6 seconds.
 NK0441
 NK0441.The orthometric height was determined by differential leveling
 NK0441.and adjusted by the National Geodetic Survey in June 1991..
 NK0441
 NK0441.The geoid height was determined by GEOID03.
 NK0441
 NK0441.The dynamic height is computed by dividing the NAVD 88
 NK0441.geopotential number by the normal gravity value computed on the
 NK0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0441.degrees latitude (g = 980.6199 gals.).
 NK0441
 NK0441.The modeled gravity was interpolated from observed gravity values.
 NK0441
 NK0441;                    North         East    Units  Estimated Accuracy
 NK0441;SPC IA N     - 1,108,030.    1,462,740.      MT  (+/- 180 meters Scaled)
 NK0441
 NK0441                          SUPERSEDED SURVEY CONTROL
 NK0441
 NK0441  NGVD 29 (??/??/92)  340.203  (m)         1116.15   (f) ADJ UNCH    2 0
 NK0441
 NK0441.Superseded values are not recommended for survey control.
 NK0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0441.See file dsdata.txt to determine how the superseded data were derived.
 NK0441
 NK0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH216025(NAD 83)
 NK0441_MARKER: DB = BENCH MARK DISK
 NK0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0441_STAMPING: C 32 1934
 NK0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0441+STABILITY: SURFACE MOTION
 NK0441
 NK0441  HISTORY     - Date     Condition        Report By
 NK0441  HISTORY     - 1934     MONUMENTED       CGS
 NK0441  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0441
 NK0441                          STATION DESCRIPTION
 NK0441
 NK0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0441'2 MI E FROM DUNCOMBE.
 NK0441'IN HAMILTON COUNTY, 2 MILES EAST ALONG THE ILLINOIS CENTRAL
 NK0441'RAILROAD FROM THE STATION AT DUNCOMBE, WEBSTER COUNTY, 36 FEET
 NK0441'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 20, AND 44.5 FEET NORTH
 NK0441'OF THE NORTH RAIL.  A STANDARD DISK, STAMPED C 32 1934 AND SET
 NK0441'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NK0441
 NK0441                          STATION RECOVERY (1974)
 NK0441
 NK0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0355 ***********************************************************************
 NK0355  DESIGNATION -  C 33
 NK0355  PID         -  NK0355
 NK0355  STATE/COUNTY-  IA/STORY
 NK0355  USGS QUAD   -  NEVADA (1975)
 NK0355
 NK0355                         *CURRENT SURVEY CONTROL
 NK0355  ___________________________________________________________________
 NK0355* NAD 83(1986)-  42 00 46.     (N)    093 27 09.     (W)     SCALED    
 NK0355* NAVD 88     -       303.936  (meters)     997.16   (feet)  ADJUSTED  
 NK0355  ___________________________________________________________________
 NK0355  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 NK0355  DYNAMIC HT  -         303.821 (meters)     996.79  (feet)  COMP
 NK0355  MODELED GRAV-     980,236.1   (mgal)                       NAVD 88
 NK0355
 NK0355  VERT ORDER  -  SECOND    CLASS 0
 NK0355
 NK0355.The horizontal coordinates were scaled from a topographic map and have
 NK0355.an estimated accuracy of +/- 6 seconds.
 NK0355
 NK0355.The orthometric height was determined by differential leveling
 NK0355.and adjusted by the National Geodetic Survey in June 1991..
 NK0355
 NK0355.The geoid height was determined by GEOID03.
 NK0355
 NK0355.The dynamic height is computed by dividing the NAVD 88
 NK0355.geopotential number by the normal gravity value computed on the
 NK0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0355.degrees latitude (g = 980.6199 gals.).
 NK0355
 NK0355.The modeled gravity was interpolated from observed gravity values.
 NK0355
 NK0355;                    North         East    Units  Estimated Accuracy
 NK0355;SPC IA N     - 1,056,960.    1,503,940.      MT  (+/- 180 meters Scaled)
 NK0355
 NK0355                          SUPERSEDED SURVEY CONTROL
 NK0355
 NK0355  NGVD 29 (??/??/92)  303.895  (m)          997.03   (f) ADJ UNCH    2 0
 NK0355
 NK0355.Superseded values are not recommended for survey control.
 NK0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0355.See file dsdata.txt to determine how the superseded data were derived.
 NK0355
 NK0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG625512(NAD 83)
 NK0355_MARKER: DB = BENCH MARK DISK
 NK0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0355_STAMPING: C 33 1934
 NK0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0355+STABILITY: SURFACE MOTION
 NK0355
 NK0355  HISTORY     - Date     Condition        Report By
 NK0355  HISTORY     - 1934     MONUMENTED       CGS
 NK0355  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0355
 NK0355                          STATION DESCRIPTION
 NK0355
 NK0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0355'AT NEVADA.
 NK0355'AT NEVADA, STORY COUNTY, IN THE NORTHEAST CORNER OF THE CITY
 NK0355'PARK, 31 FEET SOUTH OF THE SOUTH CURB OF C AVENUE, 19.1 FEET
 NK0355'WEST OF THE WEST CURB OF SIXTH STREET, 11.6 FEET NORTH OF THE
 NK0355'NORTHEAST CORNER OF A WATER FOUNTAIN CONCRETE FOUNDATION, AND
 NK0355'ABOUT 1 INCH UNDER GROUND.  A STANDARD DISK, STAMPED C 33 1934
 NK0355'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- WATER FOUNTAIN
 NK0355'HAS BEEN MOVED.
 NK0355
 NK0355                          STATION RECOVERY (1975)
 NK0355
 NK0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0277 ***********************************************************************
 NK0277  DESIGNATION -  C 34
 NK0277  PID         -  NK0277
 NK0277  STATE/COUNTY-  IA/STORY
 NK0277  USGS QUAD   -  NEVADA (1975)
 NK0277
 NK0277                         *CURRENT SURVEY CONTROL
 NK0277  ___________________________________________________________________
 NK0277* NAD 83(1986)-  42 05 33.     (N)    093 23 44.     (W)     SCALED    
 NK0277* NAVD 88     -       318.366  (meters)    1044.51   (feet)  ADJUSTED  
 NK0277  ___________________________________________________________________
 NK0277  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 NK0277  DYNAMIC HT  -         318.250 (meters)    1044.13  (feet)  COMP
 NK0277  MODELED GRAV-     980,250.3   (mgal)                       NAVD 88
 NK0277
 NK0277  VERT ORDER  -  SECOND    CLASS 0
 NK0277
 NK0277.The horizontal coordinates were scaled from a topographic map and have
 NK0277.an estimated accuracy of +/- 6 seconds.
 NK0277
 NK0277.The orthometric height was determined by differential leveling
 NK0277.and adjusted by the National Geodetic Survey in June 1991..
 NK0277
 NK0277.The geoid height was determined by GEOID03.
 NK0277
 NK0277.The dynamic height is computed by dividing the NAVD 88
 NK0277.geopotential number by the normal gravity value computed on the
 NK0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0277.degrees latitude (g = 980.6199 gals.).
 NK0277
 NK0277.The modeled gravity was interpolated from observed gravity values.
 NK0277
 NK0277;                    North         East    Units  Estimated Accuracy
 NK0277;SPC IA N     - 1,065,820.    1,508,640.      MT  (+/- 180 meters Scaled)
 NK0277
 NK0277                          SUPERSEDED SURVEY CONTROL
 NK0277
 NK0277  NGVD 29 (??/??/92)  318.332  (m)         1044.39   (f) ADJ UNCH    2 0
 NK0277
 NK0277.Superseded values are not recommended for survey control.
 NK0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0277.See file dsdata.txt to determine how the superseded data were derived.
 NK0277
 NK0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG672601(NAD 83)
 NK0277_MARKER: DB = BENCH MARK DISK
 NK0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0277_STAMPING: C 34 1934
 NK0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0277+STABILITY: SURFACE MOTION
 NK0277
 NK0277  HISTORY     - Date     Condition        Report By
 NK0277  HISTORY     - 1934     MONUMENTED       CGS
 NK0277
 NK0277                          STATION DESCRIPTION
 NK0277
 NK0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0277'7.9 MI N FROM NEVADA.
 NK0277'7.9 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0277'RAILWAY FROM THE STATION AT NEVADA, STORY COUNTY, AT A ROAD
 NK0277'CROSSING, 46.1 FEET EAST OF THE EAST RAIL, 32 FEET NORTH OF
 NK0277'THE CENTERLINE OF THE ROAD, AND 2.9 FEET NORTHWEST OF A FENCE
 NK0277'CORNER.  A STANDARD DISK, STAMPED C 34 1934 AND SET IN THE TOP
 NK0277'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1621 ***********************************************************************
 OO1621  DESIGNATION -  C 35 RESET
 OO1621  PID         -  OO1621
 OO1621  STATE/COUNTY-  IA/HANCOCK
 OO1621  USGS QUAD   -  CRYSTAL LAKE (1972)
 OO1621
 OO1621                         *CURRENT SURVEY CONTROL
 OO1621  ___________________________________________________________________
 OO1621* NAD 83(1986)-  43 07 46.     (N)    093 45 25.     (W)     SCALED    
 OO1621* NAVD 88     -       371.76   (meters)    1219.7    (feet)  RESET     
 OO1621  ___________________________________________________________________
 OO1621  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 OO1621
 OO1621  VERT ORDER  -  THIRD
 OO1621
 OO1621.The horizontal coordinates were scaled from a topographic map and have
 OO1621.an estimated accuracy of +/- 6 seconds.
 OO1621
 OO1621.The orthometric height was computed from unverified reset data.
 OO1621
 OO1621.The geoid height was determined by GEOID03.
 OO1621
 OO1621;                    North         East    Units  Estimated Accuracy
 OO1621;SPC IA N     - 1,181,030.    1,479,090.      MT  (+/- 180 meters Scaled)
 OO1621
 OO1621                          SUPERSEDED SURVEY CONTROL
 OO1621
 OO1621  NGVD 29 (05/12/04)  371.71   (m)         1219.5    (f) RESET       3  
 OO1621
 OO1621.Superseded values are not recommended for survey control.
 OO1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1621.See file dsdata.txt to determine how the superseded data were derived.
 OO1621
 OO1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH384754(NAD 83)
 OO1621_MARKER: DB = BENCH MARK DISK
 OO1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1621_SP_SET: CONCRETE POST
 OO1621_STAMPING: C 35 RESET 1982
 OO1621_MARK LOGO: NGS   
 OO1621_PROJECTION: PROJECTING 4 CENTIMETERS
 OO1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1621+STABILITY: SURFACE MOTION
 OO1621
 OO1621  HISTORY     - Date     Condition        Report By
 OO1621  HISTORY     - 1982     MONUMENTED       NGS
 OO1621
 OO1621                          STATION DESCRIPTION
 OO1621
 OO1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OO1621'5.9 KM (3.65 MI) NE FROM BRITT.
 OO1621'3.06 KM (1.90 MI) NORTH ALONG STATE HIGHWAY 111, FROM THE JUNCTION OF
 OO1621'U.S. HIGHWAY 18 AT BRITT, THENCE RIGHT AND EAST FOR 2.90 KM (1.80 MI)
 OO1621'ALONG A GRAVELED ROAD TO THE MARK ON THE LEFT, 8.7 M (28.5 FT) NORTH
 OO1621'OF THE CENTERLINE OF THE ROAD.
 OO1621'THE MARK IS 0.38 METERS  W FROM  A WITNESS POST
 OO1621'THE MARK IS 0.6 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0282 ***********************************************************************
 OO0282  DESIGNATION -  C 36
 OO0282  PID         -  OO0282
 OO0282  STATE/COUNTY-  IA/FLOYD
 OO0282  USGS QUAD   -  NORA SPRINGS (1959)
 OO0282
 OO0282                         *CURRENT SURVEY CONTROL
 OO0282  ___________________________________________________________________
 OO0282* NAD 83(1986)-  43 08 25.     (N)    093 00 24.     (W)     SCALED    
 OO0282* NAVD 88     -       321.881  (meters)    1056.04   (feet)  ADJUSTED  
 OO0282  ___________________________________________________________________
 OO0282  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 OO0282  DYNAMIC HT  -         321.792 (meters)    1055.75  (feet)  COMP
 OO0282  MODELED GRAV-     980,335.1   (mgal)                       NAVD 88
 OO0282
 OO0282  VERT ORDER  -  SECOND    CLASS 0
 OO0282
 OO0282.The horizontal coordinates were scaled from a topographic map and have
 OO0282.an estimated accuracy of +/- 6 seconds.
 OO0282
 OO0282.The orthometric height was determined by differential leveling
 OO0282.and adjusted by the National Geodetic Survey in June 1991..
 OO0282
 OO0282.The geoid height was determined by GEOID03.
 OO0282
 OO0282.The dynamic height is computed by dividing the NAVD 88
 OO0282.geopotential number by the normal gravity value computed on the
 OO0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0282.degrees latitude (g = 980.6199 gals.).
 OO0282
 OO0282.The modeled gravity was interpolated from observed gravity values.
 OO0282
 OO0282;                    North         East    Units  Estimated Accuracy
 OO0282;SPC IA N     - 1,182,320.    1,540,130.      MT  (+/- 180 meters Scaled)
 OO0282
 OO0282                          SUPERSEDED SURVEY CONTROL
 OO0282
 OO0282  NGVD 29 (??/??/92)  321.88   (m)         1056.0    (f) COMPUTED    2 0
 OO0282
 OO0282.Superseded values are not recommended for survey control.
 OO0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0282.See file dsdata.txt to determine how the superseded data were derived.
 OO0282
 OO0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH994763(NAD 83)
 OO0282_MARKER: DB = BENCH MARK DISK
 OO0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0282_STAMPING: C-36 -- 1934
 OO0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0282+STABILITY: SURFACE MOTION
 OO0282
 OO0282  HISTORY     - Date     Condition        Report By
 OO0282  HISTORY     - 1934     MONUMENTED       CGS
 OO0282  HISTORY     - 20000914 MARK NOT FOUND   AERSVC
 OO0282
 OO0282                          STATION DESCRIPTION
 OO0282
 OO0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0282'IN NORA SPRINGS.
 OO0282'IS LOCATED AT NORA SPRINGS.  185 YARDS WEST OF THE CHICAGO, MILWAUKEE,
 OO0282'ST. PAUL AND PACIFIC DEPOT.  130 YARDS WEST OF INTERSECTION OF MAIN
 OO0282'STREET AND RAILROAD TRACK.  35 FEET NORTHEAST OF A SWITCH AND WEST END
 OO0282'OF SIDETRACK.  32.5 FEET NORTH OF NORTH RAIL OF SOUTH SIDETRACK. 36.5
 OO0282'FEET NORTH OF NORTH RAIL OF MAIN TRACK. STANDARD TABLET SET IN TOP OF
 OO0282'CONCRETE POST 1 INCH HIGH.
 OO0282
 OO0282                          STATION RECOVERY (2000)
 OO0282
 OO0282'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (BS)
 OO0282'MONUMENT DESTROYED BY BUILDING CONSTRUCTION NEAR RR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0283 ***********************************************************************
 OO0283  DESIGNATION -  C 36 RESET
 OO0283  PID         -  OO0283
 OO0283  STATE/COUNTY-  IA/FLOYD
 OO0283  USGS QUAD   -  NORA SPRINGS (1959)
 OO0283
 OO0283                         *CURRENT SURVEY CONTROL
 OO0283  ___________________________________________________________________
 OO0283* NAD 83(1986)-  43 08 25.     (N)    093 00 24.     (W)     SCALED    
 OO0283* NAVD 88     -       322.10   (meters)    1056.8    (feet)  RESET     
 OO0283  ___________________________________________________________________
 OO0283  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 OO0283
 OO0283  VERT ORDER  -  THIRD
 OO0283
 OO0283.The horizontal coordinates were scaled from a topographic map and have
 OO0283.an estimated accuracy of +/- 6 seconds.
 OO0283
 OO0283.The orthometric height was computed from unverified reset data.
 OO0283
 OO0283.The geoid height was determined by GEOID03.
 OO0283
 OO0283;                    North         East    Units  Estimated Accuracy
 OO0283;SPC IA N     - 1,182,320.    1,540,130.      MT  (+/- 180 meters Scaled)
 OO0283
 OO0283                          SUPERSEDED SURVEY CONTROL
 OO0283
 OO0283.No superseded survey control is available for this station.
 OO0283
 OO0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH994763(NAD 83)
 OO0283_MARKER: DB = BENCH MARK DISK
 OO0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0283_STAMPING: C 36 RESET 1941
 OO0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0283+STABILITY: SURFACE MOTION
 OO0283
 OO0283  HISTORY     - Date     Condition        Report By
 OO0283  HISTORY     - 1941     MONUMENTED       CGS
 OO0283  HISTORY     - 1943     GOOD             NGS
 OO0283
 OO0283                          STATION DESCRIPTION
 OO0283
 OO0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OO0283'IN NORA SPRINGS.
 OO0283'AT NORA SPRINGS, FLOYD COUNTY, APPROXIMATELY 190 YARDS WEST OF C.M.
 OO0283'AND ST. PAUL RAILROAD DEPOT, 135 YARDS WEST OF INTERSECTION OF MAIN
 OO0283'STREET AND RAILROAD TRACKS.  STRUCK SOLID LIME ROCK 3.2 FEET DOWN,
 OO0283'BENCH MARK 0.8 FOOT EXPOSED WITH PIECES OF LIME ROCK PILED IN MOUND
 OO0283'SHAPE AROUND BENCH.  A STANDARD DISK, STAMPED C 36 RESET 1941 SET IN
 OO0283'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0226 ***********************************************************************
 OO0226  CBN         -  This is a Cooperative Base Network Control Station.
 OO0226  DESIGNATION -  C 37
 OO0226  PID         -  OO0226
 OO0226  STATE/COUNTY-  IA/CHICKASAW
 OO0226  USGS QUAD   -  LAWLER (1981)
 OO0226
 OO0226                         *CURRENT SURVEY CONTROL
 OO0226  ___________________________________________________________________
 OO0226* NAD 83(1996)-  43 03 51.13805(N)    092 13 28.24924(W)     ADJUSTED  
 OO0226* NAVD 88     -       351.765  (meters)    1154.08   (feet)  ADJUSTED  
 OO0226  ___________________________________________________________________
 OO0226  X           -    -181,163.605 (meters)                     COMP
 OO0226  Y           -  -4,663,803.160 (meters)                     COMP
 OO0226  Z           -   4,332,934.842 (meters)                     COMP
 OO0226  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 OO0226  ELLIP HEIGHT-         321.09  (meters)          (06/15/04) GPS OBS
 OO0226  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 OO0226  DYNAMIC HT  -         351.668 (meters)    1153.76  (feet)  COMP
 OO0226  MODELED GRAV-     980,332.9   (mgal)                       NAVD 88
 OO0226
 OO0226  HORZ ORDER  -  B
 OO0226  VERT ORDER  -  SECOND    CLASS 0
 OO0226  ELLP ORDER  -  FOURTH    CLASS I
 OO0226
 OO0226.The horizontal coordinates were established by GPS observations
 OO0226.and adjusted by the National Geodetic Survey in August 1997..
 OO0226
 OO0226.The orthometric height was determined by differential leveling
 OO0226.and adjusted by the National Geodetic Survey in June 1991..
 OO0226
 OO0226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0226
 OO0226.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0226
 OO0226.The ellipsoidal height was determined by GPS observations
 OO0226.and is referenced to NAD 83.
 OO0226
 OO0226.The geoid height was determined by GEOID03.
 OO0226
 OO0226.The dynamic height is computed by dividing the NAVD 88
 OO0226.geopotential number by the normal gravity value computed on the
 OO0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0226.degrees latitude (g = 980.6199 gals.).
 OO0226
 OO0226.The modeled gravity was interpolated from observed gravity values.
 OO0226
 OO0226;                    North         East     Units Scale Factor Converg.
 OO0226;SPC IA N     - 1,174,533.463 1,603,888.900   MT  0.99996928   +0 51 52.0
 OO0226;UTM  15      - 4,768,236.480   563,142.892   MT  0.99964905   +0 31 46.3
 OO0226
 OO0226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0226!SPC IA N     -   0.99994965  x   0.99996928  =   0.99991893
 OO0226!UTM  15      -   0.99994965  x   0.99964905  =   0.99959872
 OO0226
 OO0226                          SUPERSEDED SURVEY CONTROL
 OO0226
 OO0226  ELLIP H (08/25/97)  321.13   (m)                       GP(       ) 4 1
 OO0226  NAVD 88 (08/25/97)  351.77   (m)         1154.1    (f) LEVELING    3  
 OO0226  NGVD 29 (??/??/92)  351.768  (m)         1154.09   (f) ADJ UNCH    2 0
 OO0226
 OO0226.Superseded values are not recommended for survey control.
 OO0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0226.See file dsdata.txt to determine how the superseded data were derived.
 OO0226
 OO0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH6314368236(NAD 83)
 OO0226_MARKER: DB = BENCH MARK DISK
 OO0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0226_STAMPING: C 37 1934
 OO0226_MARK LOGO: CGS   
 OO0226_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 OO0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0226+STABILITY: SURFACE MOTION
 OO0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0226+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1996
 OO0226
 OO0226  HISTORY     - Date     Condition        Report By
 OO0226  HISTORY     - 1934     MONUMENTED       CGS
 OO0226  HISTORY     - 1984     GOOD             LOCSUR
 OO0226  HISTORY     - 19961211 GOOD             NGS
 OO0226
 OO0226                          STATION DESCRIPTION
 OO0226
 OO0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0226'4.8 MI E FROM NEW HAMPTON.
 OO0226'4.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0226'RAILROAD FROM THE STATION AT NEW HAMPTON, ABOUT 12 POLES EAST OF
 OO0226'MILEPOST 65, 46 FEET NORTH OF THE NORTH RAIL, AND 2 FEET SOUTH OF THE
 OO0226'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 37 1934 AND SET IN THE
 OO0226'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OO0226
 OO0226                          STATION RECOVERY (1984)
 OO0226
 OO0226'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 OO0226'ABOUT 4.75 MILES EAST ALONG IA HIGHWAY 24 FROM U.S. HIGHWAY 63 (LINN
 OO0226'AVE.) IN NEW HAMPTON IA., .25 MILES WEST OF THE EAST LINE OF SEC. 11,
 OO0226'36 FEET WEST OF FIELD ENTRANCE AND RAILROAD CROSSING, 46 FET NORTH OF
 OO0226'THE NORTH RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0226'RAILROAD. A STANDARD DISK STAMPED C 37 1934 AND SET IN TOP OF A
 OO0226'CONCRETE POST PROJECTING 5' ABOVE GROUND.
 OO0226
 OO0226                          STATION RECOVERY (1996)
 OO0226
 OO0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 OO0226'THE STATION IS ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHEAST OF JERICO, 7.0
 OO0226'MI (11.3 KM) NORTH-NORTHWEST OF FREDERICKSBURG, 4.75 MI (7.64 KM) EAST
 OO0226'OF NEW HAMPTON, AND 4.0 MI (6.4 KM) WEST OF LAWLER. OWNERSHIP--CP
 OO0226'RAILROAD SYSTEMS, 105 SOUTH 5TH STREET, SOO LINE BLDG., PO BOX 530,
 OO0226'MINNEAPOLIS, MN.  TELEPHONE- 612-347-8225.  TO REACH THE STATION FROM
 OO0226'THE JUNCTION OF US HIGHWAYS 63/18 (LINN AVE) AND STATE HIGHWAY 24
 OO0226'(MAIN STREET) IN NEW HAMPTON, GO 4.8 MI (7.7 KM) EAST ON HIGHWAY 24 TO
 OO0226'THE STATION ON THE LEFT AND ON THE NORTH SIDE OF THE RAILROAD TRACKS.
 OO0226'THE STATION IS 149.0 FT (45.4 M) NORTH OF THE CENTER OF HIGHWAY 24,
 OO0226'45.3 FT (13.8 M) NORTH OF THE NORTH RAILROAD TRACK, 34.0 FT (10.4 M)
 OO0226'WEST OF THE APPROXIMATE CENTER OF A FIELD ENTRANCE AND RAILROAD
 OO0226'CROSSING, 2.0 FT (0.6 M) SOUTH OF A METAL WITNESS POST, AND 1.3 FT
 OO0226'(0.4 M) NORTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0631 ***********************************************************************
 NJ0631  DESIGNATION -  C 38
 NJ0631  PID         -  NJ0631
 NJ0631  STATE/COUNTY-  IA/FAYETTE
 NJ0631  USGS QUAD   -  OELWEIN (1981)
 NJ0631
 NJ0631                         *CURRENT SURVEY CONTROL
 NJ0631  ___________________________________________________________________
 NJ0631* NAD 83(1986)-  42 42 00.     (N)    091 56 22.     (W)     SCALED    
 NJ0631* NAVD 88     -       318.410  (meters)    1044.65   (feet)  ADJUSTED  
 NJ0631  ___________________________________________________________________
 NJ0631  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 NJ0631  DYNAMIC HT  -         318.317 (meters)    1044.35  (feet)  COMP
 NJ0631  MODELED GRAV-     980,319.0   (mgal)                       NAVD 88
 NJ0631
 NJ0631  VERT ORDER  -  SECOND    CLASS 0
 NJ0631
 NJ0631.The horizontal coordinates were scaled from a topographic map and have
 NJ0631.an estimated accuracy of +/- 6 seconds.
 NJ0631
 NJ0631.The orthometric height was determined by differential leveling
 NJ0631.and adjusted by the National Geodetic Survey in June 1991..
 NJ0631
 NJ0631.The geoid height was determined by GEOID03.
 NJ0631
 NJ0631.The dynamic height is computed by dividing the NAVD 88
 NJ0631.geopotential number by the normal gravity value computed on the
 NJ0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0631.degrees latitude (g = 980.6199 gals.).
 NJ0631
 NJ0631.The modeled gravity was interpolated from observed gravity values.
 NJ0631
 NJ0631;                    North         East    Units  Estimated Accuracy
 NJ0631;SPC IA N     - 1,134,470.    1,627,850.      MT  (+/- 180 meters Scaled)
 NJ0631
 NJ0631                          SUPERSEDED SURVEY CONTROL
 NJ0631
 NJ0631  NGVD 29 (??/??/92)  318.433  (m)         1044.73   (f) ADJ UNCH    2 0
 NJ0631
 NJ0631.Superseded values are not recommended for survey control.
 NJ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0631.See file dsdata.txt to determine how the superseded data were derived.
 NJ0631
 NJ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH868280(NAD 83)
 NJ0631_MARKER: DB = BENCH MARK DISK
 NJ0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0631_STAMPING: C 38 1934
 NJ0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0631+STABILITY: SURFACE MOTION
 NJ0631
 NJ0631  HISTORY     - Date     Condition        Report By
 NJ0631  HISTORY     - 1934     MONUMENTED       CGS
 NJ0631  HISTORY     - 1984     MARK NOT FOUND   NGS
 NJ0631
 NJ0631                          STATION DESCRIPTION
 NJ0631
 NJ0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0631'1.9 MI NW FROM OELWEIN.
 NJ0631'1.9 MILES NORTHWEST ALONG THE CHICAGO, GREAT WESTERN RAILROAD
 NJ0631'FROM THE STATION AT OELWEIN, FAYETTE COUNTY, AT THE DIVERGENCE
 NJ0631'OF THE RAILROAD LEADING TO WAVERLY, 0.3 MILE SOUTHEAST OF MILEPOST
 NJ0631'177, 155 FEET SOUTH OF THE CENTERLINE OF THE CROSSING OF A
 NJ0631'GRADED ROAD, 34.3 FEET NORTHEAST OF THE NORTHEAST RAILROAD OF
 NJ0631'THE TRACK LEADING TO NEW HAMPTON, 28.9 FEET SOUTHEAST OF THE
 NJ0631'FIRST POLE SOUTHEAST OF THE ROAD CROSSING, AND 13.7 FEET SOUTHWEST
 NJ0631'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 38 1934
 NJ0631'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 NJ0631'ABOVE GROUND.
 NJ0631
 NJ0631                          STATION RECOVERY (1984)
 NJ0631
 NJ0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NJ0631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0021 ***********************************************************************
 NK0021  DESIGNATION -  C 39
 NK0021  PID         -  NK0021
 NK0021  STATE/COUNTY-  IA/BLACK HAWK
 NK0021  USGS QUAD   -  CEDAR FALLS (1980)
 NK0021
 NK0021                         *CURRENT SURVEY CONTROL
 NK0021  ___________________________________________________________________
 NK0021* NAD 83(1986)-  42 33 29.     (N)    092 29 31.     (W)     SCALED    
 NK0021* NAVD 88     -       264.338  (meters)     867.25   (feet)  ADJUSTED  
 NK0021  ___________________________________________________________________
 NK0021  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 NK0021  DYNAMIC HT  -         264.250 (meters)     866.96  (feet)  COMP
 NK0021  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 NK0021
 NK0021  VERT ORDER  -  SECOND    CLASS 0
 NK0021
 NK0021.The horizontal coordinates were scaled from a topographic map and have
 NK0021.an estimated accuracy of +/- 6 seconds.
 NK0021
 NK0021.The orthometric height was determined by differential leveling
 NK0021.and adjusted by the National Geodetic Survey in June 1991..
 NK0021
 NK0021.The geoid height was determined by GEOID03.
 NK0021
 NK0021.The dynamic height is computed by dividing the NAVD 88
 NK0021.geopotential number by the normal gravity value computed on the
 NK0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0021.degrees latitude (g = 980.6199 gals.).
 NK0021
 NK0021.The modeled gravity was interpolated from observed gravity values.
 NK0021
 NK0021;                    North         East    Units  Estimated Accuracy
 NK0021;SPC IA N     - 1,118,020.    1,582,780.      MT  (+/- 180 meters Scaled)
 NK0021
 NK0021                          SUPERSEDED SURVEY CONTROL
 NK0021
 NK0021  NGVD 29 (??/??/92)  264.352  (m)          867.29   (f) ADJ UNCH    2 0
 NK0021
 NK0021.Superseded values are not recommended for survey control.
 NK0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0021.See file dsdata.txt to determine how the superseded data were derived.
 NK0021
 NK0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH417118(NAD 83)
 NK0021_MARKER: DB = BENCH MARK DISK
 NK0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0021_STAMPING: C 39 1934
 NK0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0021+STABILITY: SURFACE MOTION
 NK0021
 NK0021  HISTORY     - Date     Condition        Report By
 NK0021  HISTORY     - 1934     MONUMENTED       CGS
 NK0021  HISTORY     - 1961     GOOD             USGS
 NK0021
 NK0021                          STATION DESCRIPTION
 NK0021
 NK0021'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NK0021'1.3 MI NW FROM CEDAR FALLS.
 NK0021'ABOUT 3.1 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 NK0021'PACIFIC RAILWAY FROM THE STATION AT CEDAR FALLS, BLACK HAWK
 NK0021'COUNTY, 0.2 OF A MILE SE OF A HOUSE, 675 FEET SE OF A RR SIGNAL
 NK0021'POST, 318 FEET SE OF A FIELD ROAD CROSSING, 32 FEET EAST OF A
 NK0021'TELEGRAPH POLE, 45.6 FEET NE OF THE NE RAIL, AND 1.8 FEET SW
 NK0021'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 39 1934
 NK0021'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 NK0021'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0354 ***********************************************************************
 MH0354  DESIGNATION -  C 4
 MH0354  PID         -  MH0354
 MH0354  STATE/COUNTY-  IA/DALLAS
 MH0354  USGS QUAD   -  WAUKEE (1976)
 MH0354
 MH0354                         *CURRENT SURVEY CONTROL
 MH0354  ___________________________________________________________________
 MH0354* NAD 83(1986)-  41 37 21.     (N)    093 54 03.     (W)     SCALED    
 MH0354* NAVD 88     -       312.030  (meters)    1023.72   (feet)  ADJUSTED  
 MH0354  ___________________________________________________________________
 MH0354  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 MH0354  DYNAMIC HT  -         311.893 (meters)    1023.27  (feet)  COMP
 MH0354  MODELED GRAV-     980,176.6   (mgal)                       NAVD 88
 MH0354
 MH0354  VERT ORDER  -  FIRST     CLASS II
 MH0354
 MH0354.The horizontal coordinates were scaled from a topographic map and have
 MH0354.an estimated accuracy of +/- 6 seconds.
 MH0354
 MH0354.The orthometric height was determined by differential leveling
 MH0354.and adjusted by the National Geodetic Survey in June 1991..
 MH0354
 MH0354.The geoid height was determined by GEOID03.
 MH0354
 MH0354.The dynamic height is computed by dividing the NAVD 88
 MH0354.geopotential number by the normal gravity value computed on the
 MH0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0354.degrees latitude (g = 980.6199 gals.).
 MH0354
 MH0354.The modeled gravity was interpolated from observed gravity values.
 MH0354
 MH0354;                    North         East    Units  Estimated Accuracy
 MH0354;SPC IA S     -   180,260.      466,600.      MT  (+/- 180 meters Scaled)
 MH0354
 MH0354                          SUPERSEDED SURVEY CONTROL
 MH0354
 MH0354  NGVD 29 (??/??/92)  311.972  (m)         1023.53   (f) ADJ UNCH    1 2
 MH0354
 MH0354.Superseded values are not recommended for survey control.
 MH0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0354.See file dsdata.txt to determine how the superseded data were derived.
 MH0354
 MH0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG249082(NAD 83)
 MH0354_MARKER: DB = BENCH MARK DISK
 MH0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0354_SP_SET: CULVERT
 MH0354_STAMPING: 1023.528 C 4 1930
 MH0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0354+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 MH0354
 MH0354  HISTORY     - Date     Condition        Report By
 MH0354  HISTORY     - 1930     MONUMENTED       CGS
 MH0354  HISTORY     - 1934     GOOD             NGS
 MH0354  HISTORY     - 20030530 GOOD             INDIV
 MH0354  HISTORY     - 20060919 GOOD             INDIV
 MH0354
 MH0354                          STATION DESCRIPTION
 MH0354
 MH0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0354'1 MI NW FROM WAUKEE.
 MH0354'1.0 MILE NORTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 MH0354'FROM WAUKEE, DALLAS COUNTY, 1/4 MILE SOUTHEAST OF MILEPOST 294,
 MH0354'AND IN THE TOP OF THE NORTHEAST END OF A CULVERT.  A STANDARD
 MH0354'DISK, STAMPED 1023.528 C 4 1930.
 MH0354
 MH0354                          STATION RECOVERY (2003)
 MH0354
 MH0354'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MLS)
 MH0354'RECOVERED AS DESCRIBED - POSITION AQUIRED FROM LOCAL HARN STATIONS
 MH0354'41 37 23.76519 N  93 54 07.39193 W
 MH0354
 MH0354                          STATION RECOVERY (2006)
 MH0354
 MH0354'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BLY)
 MH0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0264 ***********************************************************************
 OO0264  DESIGNATION -  C 40
 OO0264  PID         -  OO0264
 OO0264  STATE/COUNTY-  IA/FLOYD
 OO0264  USGS QUAD   -  FLOYD (1971)
 OO0264
 OO0264                         *CURRENT SURVEY CONTROL
 OO0264  ___________________________________________________________________
 OO0264* NAD 83(1986)-  43 11 53.     (N)    092 44 53.     (W)     SCALED    
 OO0264* NAVD 88     -       341.846  (meters)    1121.54   (feet)  ADJUSTED  
 OO0264  ___________________________________________________________________
 OO0264  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 OO0264  DYNAMIC HT  -         341.744 (meters)    1121.21  (feet)  COMP
 OO0264  MODELED GRAV-     980,311.8   (mgal)                       NAVD 88
 OO0264
 OO0264  VERT ORDER  -  SECOND    CLASS 0
 OO0264
 OO0264.The horizontal coordinates were scaled from a topographic map and have
 OO0264.an estimated accuracy of +/- 6 seconds.
 OO0264
 OO0264.The orthometric height was determined by differential leveling
 OO0264.and adjusted by the National Geodetic Survey in June 1991..
 OO0264
 OO0264.The geoid height was determined by GEOID03.
 OO0264
 OO0264.The dynamic height is computed by dividing the NAVD 88
 OO0264.geopotential number by the normal gravity value computed on the
 OO0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0264.degrees latitude (g = 980.6199 gals.).
 OO0264
 OO0264.The modeled gravity was interpolated from observed gravity values.
 OO0264
 OO0264;                    North         East    Units  Estimated Accuracy
 OO0264;SPC IA N     - 1,188,890.    1,561,120.      MT  (+/- 180 meters Scaled)
 OO0264
 OO0264                          SUPERSEDED SURVEY CONTROL
 OO0264
 OO0264  NGVD 29 (??/??/92)  341.832  (m)         1121.49   (f) ADJ UNCH    2 0
 OO0264
 OO0264.Superseded values are not recommended for survey control.
 OO0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0264.See file dsdata.txt to determine how the superseded data were derived.
 OO0264
 OO0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH204828(NAD 83)
 OO0264_MARKER: DB = BENCH MARK DISK
 OO0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0264_STAMPING: C 40 1934
 OO0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0264+STABILITY: SURFACE MOTION
 OO0264
 OO0264  HISTORY     - Date     Condition        Report By
 OO0264  HISTORY     - 1934     MONUMENTED       CGS
 OO0264  HISTORY     - 20000912 POOR             AERSVC
 OO0264
 OO0264                          STATION DESCRIPTION
 OO0264
 OO0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0264'4 MI N FROM FLOYD.
 OO0264'4 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 OO0264'FLOYD, FLOYD COUNTY, AT A SECTION ROAD CROSSING, 45 FEET SOUTH OF THE
 OO0264'CENTERLINE OF THE ROAD, 44.5 FEET EAST OF THE EAST RAIL, 11.5 FEET
 OO0264'SOUTH OF A FENCE CORNER, AND 3.2 FEET WEST OF THE RIGHT OF WAY FENCE.
 OO0264'A STANDARD DISK, STAMPED C 40 1934 AND SET IN THE TOP OF A CONCRETE
 OO0264'POST PROJECTING 4 INCHES ABOVE GROUND.
 OO0264
 OO0264                          STATION RECOVERY (2000)
 OO0264
 OO0264'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (BS)
 OO0264'FOUND AS DESCRIBED BUT MONUMENT WAS VERY DISTRUBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0307 ***********************************************************************
 OO0307  DESIGNATION -  C 41
 OO0307  PID         -  OO0307
 OO0307  STATE/COUNTY-  IA/MITCHELL
 OO0307  USGS QUAD   -  MC INTIRE (1972)
 OO0307
 OO0307                         *CURRENT SURVEY CONTROL
 OO0307  ___________________________________________________________________
 OO0307* NAD 83(1986)-  43 25 19.     (N)    092 36 48.     (W)     SCALED    
 OO0307* NAVD 88     -       383.327  (meters)    1257.63   (feet)  ADJUSTED  
 OO0307  ___________________________________________________________________
 OO0307  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 OO0307  DYNAMIC HT  -         383.226 (meters)    1257.30  (feet)  COMP
 OO0307  MODELED GRAV-     980,346.7   (mgal)                       NAVD 88
 OO0307
 OO0307  VERT ORDER  -  SECOND    CLASS 0
 OO0307
 OO0307.The horizontal coordinates were scaled from a topographic map and have
 OO0307.an estimated accuracy of +/- 6 seconds.
 OO0307
 OO0307.The orthometric height was determined by differential leveling
 OO0307.and adjusted by the National Geodetic Survey in June 1991..
 OO0307
 OO0307.The geoid height was determined by GEOID03.
 OO0307
 OO0307.The dynamic height is computed by dividing the NAVD 88
 OO0307.geopotential number by the normal gravity value computed on the
 OO0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0307.degrees latitude (g = 980.6199 gals.).
 OO0307
 OO0307.The modeled gravity was interpolated from observed gravity values.
 OO0307
 OO0307;                    North         East    Units  Estimated Accuracy
 OO0307;SPC IA N     - 1,213,870.    1,571,800.      MT  (+/- 180 meters Scaled)
 OO0307
 OO0307                          SUPERSEDED SURVEY CONTROL
 OO0307
 OO0307  NGVD 29 (??/??/92)  383.316  (m)         1257.60   (f) ADJ UNCH    2 0
 OO0307
 OO0307.Superseded values are not recommended for survey control.
 OO0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0307.See file dsdata.txt to determine how the superseded data were derived.
 OO0307
 OO0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ313077(NAD 83)
 OO0307_MARKER: DB = BENCH MARK DISK
 OO0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0307_STAMPING: C 41 1934
 OO0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0307+STABILITY: SURFACE MOTION
 OO0307
 OO0307  HISTORY     - Date     Condition        Report By
 OO0307  HISTORY     - 1934     MONUMENTED       CGS
 OO0307  HISTORY     - 1971     MARK NOT FOUND   USGS
 OO0307
 OO0307                          STATION DESCRIPTION
 OO0307
 OO0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0307'1.7 MI SW FROM MCINTIRE.
 OO0307'1.7 MILES SOUTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0307'STATION AT MCINTIRE, MITCHELL COUNTY, 62.5 FEET WEST OF MILEPOST 194,
 OO0307'100 FEET NORTHEAST OF A SECTION LINE ROAD CROSSING, 90 FEET EAST OF
 OO0307'THE CENTERLINE OF THE ROAD, 45 FEET NORTH OF THE NORTH RAIL OF THE
 OO0307'MAIN TRACK, 48 FEET EAST OF A FENCE CORNER, AND 1.5 FEET SOUTH OF THE
 OO0307'RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED C 41 1934 AND SET IN THE
 OO0307'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE--
 OO0307'RAILROAD IS NOW ABANDONED.
 OO0307
 OO0307                          STATION RECOVERY (1971)
 OO0307
 OO0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OO0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0454 ***********************************************************************
 ON0454  DESIGNATION -  C 42
 ON0454  PID         -  ON0454
 ON0454  STATE/COUNTY-  IA/WINNESHIEK
 ON0454  USGS QUAD   -  RIDGEWAY (1981)
 ON0454
 ON0454                         *CURRENT SURVEY CONTROL
 ON0454  ___________________________________________________________________
 ON0454* NAD 83(1986)-  43 17 54.     (N)    091 59 27.     (W)     SCALED    
 ON0454* NAVD 88     -       368.160  (meters)    1207.87   (feet)  ADJUSTED  
 ON0454  ___________________________________________________________________
 ON0454  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 ON0454  DYNAMIC HT  -         368.073 (meters)    1207.59  (feet)  COMP
 ON0454  MODELED GRAV-     980,373.1   (mgal)                       NAVD 88
 ON0454
 ON0454  VERT ORDER  -  SECOND    CLASS 0
 ON0454
 ON0454.The horizontal coordinates were scaled from a topographic map and have
 ON0454.an estimated accuracy of +/- 6 seconds.
 ON0454
 ON0454.The orthometric height was determined by differential leveling
 ON0454.and adjusted by the National Geodetic Survey in June 1991..
 ON0454
 ON0454.The geoid height was determined by GEOID03.
 ON0454
 ON0454.The dynamic height is computed by dividing the NAVD 88
 ON0454.geopotential number by the normal gravity value computed on the
 ON0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0454.degrees latitude (g = 980.6199 gals.).
 ON0454
 ON0454.The modeled gravity was interpolated from observed gravity values.
 ON0454
 ON0454;                    North         East    Units  Estimated Accuracy
 ON0454;SPC IA N     - 1,200,850.    1,622,460.      MT  (+/- 180 meters Scaled)
 ON0454
 ON0454                          SUPERSEDED SURVEY CONTROL
 ON0454
 ON0454  NGVD 29 (??/??/92)  368.173  (m)         1207.91   (f) ADJ UNCH    2 0
 ON0454
 ON0454.Superseded values are not recommended for survey control.
 ON0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0454.See file dsdata.txt to determine how the superseded data were derived.
 ON0454
 ON0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH818944(NAD 83)
 ON0454_MARKER: DB = BENCH MARK DISK
 ON0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0454_STAMPING: C 42 1934
 ON0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0454+STABILITY: SURFACE MOTION
 ON0454
 ON0454  HISTORY     - Date     Condition        Report By
 ON0454  HISTORY     - 1934     MONUMENTED       CGS
 ON0454  HISTORY     - 1970     GOOD             IAHD
 ON0454  HISTORY     - 1974     GOOD             NGS
 ON0454
 ON0454                          STATION DESCRIPTION
 ON0454
 ON0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0454'AT RIDGEWAY.
 ON0454'AT RIDGEWAY, WINNESHIEK COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 ON0454'PAUL AND PACIFIC RAILROAD, 134 YARDS NORTHWEST OF THE STATION,
 ON0454'82 FEET EAST OF THE CENTER OF A ROAD CROSSING, 37.8 FEET NORTHEAST
 ON0454'OF THE NORTHEAST RAIL OF THE MAIN TRACK, AND 7 FEET WEST OF A
 ON0454'POLE.  A STANDARD DISK, STAMPED C 42 1934 AND SET IN THE TOP OF
 ON0454'A CONCRETE POST, PROJECTING ABOUT 3 INCHES ABOVE GROUND.  NOTE-- THE
 ON0454'MARK IS 6 INCHES BELOW THE SURFACE OF THE GROUND.  A METAL WITNESS
 ON0454'POST WAS SET 1 FOOT SOUTHEAST OF THE MARK.
 ON0454
 ON0454                          STATION RECOVERY (1970)
 ON0454
 ON0454'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1970
 ON0454'AT RIDGEWAY, WINNESHIEK CO. ON THE CHI.-MIL.-ST. PARK AND PACIFIC RR.
 ON0454'82 FEET EAST OF A TELEGRAPH POLE AT ROAD X-ING., 37.8 FEET NORTHEAST
 ON0454'OF THE N.E. RAIL OF THE MAIN TRACK, AND 7 FEET WEST OF A POLE. A
 ON0454'STANDARD DISK STAMPED C 42 1934 AND SET IN THE TOP OF A CONCRETE
 ON0454'POST, 4 IN. BELOW THE GROUND.
 ON0454
 ON0454                          STATION RECOVERY (1974)
 ON0454
 ON0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ON0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0209 ***********************************************************************
 MH0209  DESIGNATION -  C 5
 MH0209  PID         -  MH0209
 MH0209  STATE/COUNTY-  IA/JASPER
 MH0209  USGS QUAD   -  MONROE (1965)
 MH0209
 MH0209                         *CURRENT SURVEY CONTROL
 MH0209  ___________________________________________________________________
 MH0209* NAD 83(1986)-  41 31 18.     (N)    093 06 18.     (W)     SCALED    
 MH0209* NAVD 88     -       280.470  (meters)     920.18   (feet)  ADJUSTED  
 MH0209  ___________________________________________________________________
 MH0209  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 MH0209  DYNAMIC HT  -         280.351 (meters)     919.78  (feet)  COMP
 MH0209  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 MH0209
 MH0209  VERT ORDER  -  FIRST     CLASS II
 MH0209
 MH0209.The horizontal coordinates were scaled from a topographic map and have
 MH0209.an estimated accuracy of +/- 6 seconds.
 MH0209
 MH0209.The orthometric height was determined by differential leveling
 MH0209.and adjusted by the National Geodetic Survey in June 1991..
 MH0209
 MH0209.The geoid height was determined by GEOID03.
 MH0209
 MH0209.The dynamic height is computed by dividing the NAVD 88
 MH0209.geopotential number by the normal gravity value computed on the
 MH0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0209.degrees latitude (g = 980.6199 gals.).
 MH0209
 MH0209.The modeled gravity was interpolated from observed gravity values.
 MH0209
 MH0209;                    North         East    Units  Estimated Accuracy
 MH0209;SPC IA S     -   169,060.      532,970.      MT  (+/- 180 meters Scaled)
 MH0209
 MH0209                          SUPERSEDED SURVEY CONTROL
 MH0209
 MH0209  NGVD 29 (??/??/92)  280.436  (m)          920.06   (f) ADJ UNCH    1 2
 MH0209
 MH0209.Superseded values are not recommended for survey control.
 MH0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0209.See file dsdata.txt to determine how the superseded data were derived.
 MH0209
 MH0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF912966(NAD 83)
 MH0209_MARKER: DB = BENCH MARK DISK
 MH0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0209_STAMPING: 920.064 C 5 1930
 MH0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0209+STABILITY: SURFACE MOTION
 MH0209
 MH0209  HISTORY     - Date     Condition        Report By
 MH0209  HISTORY     - 1930     MONUMENTED       CGS
 MH0209  HISTORY     - 1944     GOOD             NGS
 MH0209
 MH0209                          STATION DESCRIPTION
 MH0209
 MH0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 MH0209'AT MONROE.
 MH0209'AT MONROE, JASPER COUNTY, 125 YARDS WEST OF THE CHICAGO, ROCK
 MH0209'ISLAND AND PACIFIC RAILWAY STATION, 44 FEET NORTH OF THE CENTERLINE
 MH0209'OF THE FIRST STREET NORTH OF THE STATION, AND 25 FEET SOUTHWEST
 MH0209'OF THE CENTERLINE OF THE TRACK, AND NEAR POLE 331-20.  A STANDARD
 MH0209'DISK, STAMPED 920.064 C 5 1930 AND SET IN THE TOP OF A CONCRETE
 MH0209'POST.  MARK IS EXTENDING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0050 ***********************************************************************
 MH0050  DESIGNATION -  C 6
 MH0050  PID         -  MH0050
 MH0050  STATE/COUNTY-  IA/WAPELLO
 MH0050  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0050
 MH0050                         *CURRENT SURVEY CONTROL
 MH0050  ___________________________________________________________________
 MH0050* NAD 83(1986)-  41 04 17.     (N)    092 24 07.     (W)     SCALED    
 MH0050* NAVD 88     -       246.524  (meters)     808.80   (feet)  ADJUSTED  
 MH0050  ___________________________________________________________________
 MH0050  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MH0050  DYNAMIC HT  -         246.414 (meters)     808.44  (feet)  COMP
 MH0050  MODELED GRAV-     980,172.0   (mgal)                       NAVD 88
 MH0050
 MH0050  VERT ORDER  -  FIRST     CLASS II
 MH0050
 MH0050.The horizontal coordinates were scaled from a topographic map and have
 MH0050.an estimated accuracy of +/- 6 seconds.
 MH0050
 MH0050.The orthometric height was determined by differential leveling
 MH0050.and adjusted by the National Geodetic Survey in June 1991..
 MH0050
 MH0050.The geoid height was determined by GEOID03.
 MH0050
 MH0050.The dynamic height is computed by dividing the NAVD 88
 MH0050.geopotential number by the normal gravity value computed on the
 MH0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0050.degrees latitude (g = 980.6199 gals.).
 MH0050
 MH0050.The modeled gravity was interpolated from observed gravity values.
 MH0050
 MH0050;                    North         East    Units  Estimated Accuracy
 MH0050;SPC IA S     -   119,560.      592,280.      MT  (+/- 180 meters Scaled)
 MH0050
 MH0050                          SUPERSEDED SURVEY CONTROL
 MH0050
 MH0050  NGVD 29 (??/??/92)  246.515  (m)          808.77   (f) ADJ UNCH    1 2
 MH0050
 MH0050.Superseded values are not recommended for survey control.
 MH0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0050.See file dsdata.txt to determine how the superseded data were derived.
 MH0050
 MH0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF502468(NAD 83)
 MH0050_MARKER: DB = BENCH MARK DISK
 MH0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0050_SP_SET: BRIDGE
 MH0050_STAMPING: 808.775 C 6 1930
 MH0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0050
 MH0050  HISTORY     - Date     Condition        Report By
 MH0050  HISTORY     - 1930     MONUMENTED       CGS
 MH0050  HISTORY     - 1955     MARK NOT FOUND   NGS
 MH0050
 MH0050                          STATION DESCRIPTION
 MH0050
 MH0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MH0050'1.2 MI NE FROM RUTLEDGE.
 MH0050'1-1/4 MILES NORTHEAST ALNG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MH0050'PACIFIC RAILROAD FROM RUTLEDGE, WAPELLO COUNTY, 0.8 MILE WEST OF
 MH0050'THE COUNTY HOME, AND IN THE CENTER OF THE SOUTHEAST SIDE OF BRIDGE
 MH0050'1-1150 OVER A HIGHWAY.  A STANDARD DISK, STAMPED 808.775 C 6 1930.
 MH0050'NOTE-- THE FACING OF THE CONCRETE OF THIS BRIDGE HAS CRUMBLED AND
 MH0050'DETERIORATED.  IT HAS BEEN COVERED BY A TIGHT PLANK WITH GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0101 ***********************************************************************
 MK0101  DESIGNATION -  C 69
 MK0101  PID         -  MK0101
 MK0101  STATE/COUNTY-  IA/HARRISON
 MK0101  USGS QUAD   -  MODALE (1970)
 MK0101
 MK0101                         *CURRENT SURVEY CONTROL
 MK0101  ___________________________________________________________________
 MK0101* NAD 83(1986)-  41 33 30.     (N)    096 01 15.     (W)     SCALED    
 MK0101* NAVD 88     -       306.824  (meters)    1006.64   (feet)  ADJUSTED  
 MK0101  ___________________________________________________________________
 MK0101  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 MK0101  DYNAMIC HT  -         306.685 (meters)    1006.18  (feet)  COMP
 MK0101  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 MK0101
 MK0101  VERT ORDER  -  SECOND    CLASS 0
 MK0101
 MK0101.The horizontal coordinates were scaled from a topographic map and have
 MK0101.an estimated accuracy of +/- 6 seconds.
 MK0101
 MK0101.The orthometric height was determined by differential leveling
 MK0101.and adjusted by the National Geodetic Survey in June 1991..
 MK0101.WARNING-Repeat measurements at this control monument indicate possible
 MK0101.vertical movement.
 MK0101
 MK0101.The geoid height was determined by GEOID03.
 MK0101
 MK0101.The dynamic height is computed by dividing the NAVD 88
 MK0101.geopotential number by the normal gravity value computed on the
 MK0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0101.degrees latitude (g = 980.6199 gals.).
 MK0101
 MK0101.The modeled gravity was interpolated from observed gravity values.
 MK0101
 MK0101;                    North         East    Units  Estimated Accuracy
 MK0101;SPC IA S     -   176,100.      289,750.      MT  (+/- 180 meters Scaled)
 MK0101
 MK0101                          SUPERSEDED SURVEY CONTROL
 MK0101
 MK0101  NGVD 29 (??/??/92)  306.682  (m)         1006.17   (f) ADJ UNCH    2 0
 MK0101
 MK0101.Superseded values are not recommended for survey control.
 MK0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0101.See file dsdata.txt to determine how the superseded data were derived.
 MK0101
 MK0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM484050(NAD 83)
 MK0101_MARKER: DB = BENCH MARK DISK
 MK0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0101_STAMPING: C 69 1935
 MK0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0101+STABILITY: SURFACE MOTION
 MK0101
 MK0101  HISTORY     - Date     Condition        Report By
 MK0101  HISTORY     - 1935     MONUMENTED       CGS
 MK0101  HISTORY     - 1948     GOOD             NGS
 MK0101  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0101
 MK0101                          STATION DESCRIPTION
 MK0101
 MK0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0101'1.1 MI W FROM CALIFORNIA JUNCTION.
 MK0101'1.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0101'THE STATION AT CALIFORNIA JUNCTION, HARRISON COUNTY, 750 FEET
 MK0101'WEST OF MILEPOST 7, 46.4 FEET NORTH OF THE NORTH RAIL, 2.4 FEET
 MK0101'SOUTH OF AN EAST AND WEST FENCE, AND 6 FEET LOWER THAN THE TRACK.
 MK0101'A STANDARD DISK, STAMPED C 69 1935 AND SET IN THE TOP OF A
 MK0101'CONCRETE POST.  NOTE-- MILEPOST 7 IS A SIGN ON A TELEGRAPH POLE.
 MK0101'ALSO HIGH WEEDS AND GRASS.
 MK0101
 MK0101                          STATION RECOVERY (1970)
 MK0101
 MK0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0036 ***********************************************************************
 LE0036  DESIGNATION -  C 7
 LE0036  PID         -  LE0036
 LE0036  STATE/COUNTY-  IA/WAPELLO
 LE0036  USGS QUAD   -  OTTUMWA SOUTH (1976)
 LE0036
 LE0036                         *CURRENT SURVEY CONTROL
 LE0036  ___________________________________________________________________
 LE0036* NAD 83(1986)-  40 56 14.     (N)    092 23 48.     (W)     SCALED    
 LE0036* NAVD 88     -       237.430  (meters)     778.97   (feet)  ADJUSTED  
 LE0036  ___________________________________________________________________
 LE0036  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LE0036  DYNAMIC HT  -         237.319 (meters)     778.60  (feet)  COMP
 LE0036  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 LE0036
 LE0036  VERT ORDER  -  FIRST     CLASS II
 LE0036
 LE0036.The horizontal coordinates were scaled from a topographic map and have
 LE0036.an estimated accuracy of +/- 6 seconds.
 LE0036
 LE0036.The orthometric height was determined by differential leveling
 LE0036.and adjusted by the National Geodetic Survey in June 1991..
 LE0036
 LE0036.The geoid height was determined by GEOID03.
 LE0036
 LE0036.The dynamic height is computed by dividing the NAVD 88
 LE0036.geopotential number by the normal gravity value computed on the
 LE0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0036.degrees latitude (g = 980.6199 gals.).
 LE0036
 LE0036.The modeled gravity was interpolated from observed gravity values.
 LE0036
 LE0036;                    North         East    Units  Estimated Accuracy
 LE0036;SPC IA S     -   104,670.      592,910.      MT  (+/- 180 meters Scaled)
 LE0036
 LE0036                          SUPERSEDED SURVEY CONTROL
 LE0036
 LE0036  NGVD 29 (??/??/92)  237.411  (m)          778.91   (f) ADJ UNCH    1 2
 LE0036
 LE0036.Superseded values are not recommended for survey control.
 LE0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0036.See file dsdata.txt to determine how the superseded data were derived.
 LE0036
 LE0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF507319(NAD 83)
 LE0036_MARKER: DB = BENCH MARK DISK
 LE0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0036_STAMPING: 778.890 C 7 1930
 LE0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0036+STABILITY: SURFACE MOTION
 LE0036
 LE0036  HISTORY     - Date     Condition        Report By
 LE0036  HISTORY     - 1930     MONUMENTED       CGS
 LE0036  HISTORY     - 1955     MARK NOT FOUND   NGS
 LE0036
 LE0036                          STATION DESCRIPTION
 LE0036
 LE0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LE0036'5.8 MI S FROM OTTUMWA.
 LE0036'ABOUT 5-3/4 MILES SOUTH ALONG THE WABASH RAILWAY FROM OTTUMWA,
 LE0036'WAPELLO COUNTY, 3/4 MILE SOUTH OF MILEPOST 5, NEAR A ROAD
 LE0036'CROSSING AT THE TOP OF A HIGH HILL, 61 FEET SOUTHWEST OF THE
 LE0036'INTERSECTION OF THE CENTERLINE OF THE TRACK, WITH THE LINE OF
 LE0036'THE NORTH CATTLE-GUARD FENCE, AND ON A BLUFF ABOUT 43 FEET
 LE0036'WEST OF THE CENTERLINE OF THE TRACK AT A POINT WHERE THE ROAD
 LE0036'TURNS TO CROSS THE TRACK.  A STANDARD DISK, STAMPED 778.890 C
 LE0036'7 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0483 ***********************************************************************
 LD0483  DESIGNATION -  C 70
 LD0483  PID         -  LD0483
 LD0483  STATE/COUNTY-  IA/LEE
 LD0483  USGS QUAD   -  FORT MADISON (1975)
 LD0483
 LD0483                         *CURRENT SURVEY CONTROL
 LD0483  ___________________________________________________________________
 LD0483* NAD 83(1986)-  40 37 46.     (N)    091 18 00.     (W)     SCALED    
 LD0483* NAVD 88     -       163.411  (meters)     536.12   (feet)  ADJUSTED  
 LD0483  ___________________________________________________________________
 LD0483  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LD0483  DYNAMIC HT  -         163.332 (meters)     535.87  (feet)  COMP
 LD0483  MODELED GRAV-     980,138.5   (mgal)                       NAVD 88
 LD0483
 LD0483  VERT ORDER  -  SECOND    CLASS 0
 LD0483
 LD0483.The horizontal coordinates were scaled from a topographic map and have
 LD0483.an estimated accuracy of +/- 6 seconds.
 LD0483
 LD0483.The orthometric height was determined by differential leveling
 LD0483.and adjusted by the National Geodetic Survey in June 1991..
 LD0483
 LD0483.The geoid height was determined by GEOID03.
 LD0483
 LD0483.The dynamic height is computed by dividing the NAVD 88
 LD0483.geopotential number by the normal gravity value computed on the
 LD0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0483.degrees latitude (g = 980.6199 gals.).
 LD0483
 LD0483.The modeled gravity was interpolated from observed gravity values.
 LD0483
 LD0483;                    North         East    Units  Estimated Accuracy
 LD0483;SPC IA S     -    72,250.      686,110.      MT  (+/- 180 meters Scaled)
 LD0483
 LD0483                          SUPERSEDED SURVEY CONTROL
 LD0483
 LD0483  NGVD 29 (??/??/92)  163.456  (m)          536.27   (f) ADJ UNCH    2 0
 LD0483
 LD0483.Superseded values are not recommended for survey control.
 LD0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0483.See file dsdata.txt to determine how the superseded data were derived.
 LD0483
 LD0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE437990(NAD 83)
 LD0483_MARKER: DB = BENCH MARK DISK
 LD0483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0483_SP_SET: BRIDGE
 LD0483_STAMPING: C 70 1934
 LD0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0483
 LD0483  HISTORY     - Date     Condition        Report By
 LD0483  HISTORY     - 1934     MONUMENTED       DOD
 LD0483  HISTORY     - 1935     GOOD             NGS
 LD0483
 LD0483                          STATION DESCRIPTION
 LD0483
 LD0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0483'AT FORT MADISON.
 LD0483'AT FORT MADISON, LEE COUNTY, ON THE ATCHISON TOPEKA AND SANTA FE
 LD0483'RAILWAY, 0.8 MILE EAST OF THE STATION, 2 POLES EAST OF MILEPOST
 LD0483'232, AT THE WEST END OF THE BRIDGE OVER MISSISSIPPI RIVER, 12 FEET
 LD0483'SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, IN THE TOP OF THE
 LD0483'SOUTH END OF THE WEST CONCRETE ABUTMENT, AND 1.5 FEET LOWER THAN
 LD0483'THE TRACK.  A STANDARD DISK, STAMPED C 70 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0351 ***********************************************************************
 MG0351  DESIGNATION -  C 71
 MG0351  PID         -  MG0351
 MG0351  STATE/COUNTY-  IA/JONES
 MG0351  USGS QUAD   -  OXFORD JUNCTION (1980)
 MG0351
 MG0351                         *CURRENT SURVEY CONTROL
 MG0351  ___________________________________________________________________
 MG0351* NAD 83(1986)-  41 58 24.     (N)    090 57 23.     (W)     SCALED    
 MG0351* NAVD 88     -       219.350  (meters)     719.65   (feet)  ADJUSTED  
 MG0351  ___________________________________________________________________
 MG0351  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 MG0351  DYNAMIC HT  -         219.273 (meters)     719.40  (feet)  COMP
 MG0351  MODELED GRAV-     980,266.9   (mgal)                       NAVD 88
 MG0351
 MG0351  VERT ORDER  -  SECOND    CLASS 0
 MG0351
 MG0351.The horizontal coordinates were scaled from a topographic map and have
 MG0351.an estimated accuracy of +/- 6 seconds.
 MG0351
 MG0351.The orthometric height was determined by differential leveling
 MG0351.and adjusted by the National Geodetic Survey in June 1991..
 MG0351
 MG0351.The geoid height was determined by GEOID03.
 MG0351
 MG0351.The dynamic height is computed by dividing the NAVD 88
 MG0351.geopotential number by the normal gravity value computed on the
 MG0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0351.degrees latitude (g = 980.6199 gals.).
 MG0351
 MG0351.The modeled gravity was interpolated from observed gravity values.
 MG0351
 MG0351;                    North         East    Units  Estimated Accuracy
 MG0351;SPC IA N     - 1,055,750.    1,710,800.      MT  (+/- 180 meters Scaled)
 MG0351
 MG0351                          SUPERSEDED SURVEY CONTROL
 MG0351
 MG0351  NGVD 29 (??/??/92)  219.387  (m)          719.77   (f) ADJ UNCH    2 0
 MG0351
 MG0351.Superseded values are not recommended for survey control.
 MG0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0351.See file dsdata.txt to determine how the superseded data were derived.
 MG0351
 MG0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG693488(NAD 83)
 MG0351_MARKER: DB = BENCH MARK DISK
 MG0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0351_SP_SET: PIER
 MG0351_STAMPING: C-71 1934
 MG0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0351
 MG0351  HISTORY     - Date     Condition        Report By
 MG0351  HISTORY     - 1934     MONUMENTED       CGS
 MG0351  HISTORY     - 1962     GOOD             USGS
 MG0351  HISTORY     - 1962     GOOD             NGS
 MG0351  HISTORY     - 1977     GOOD             USGS
 MG0351  HISTORY     - 19960830 GOOD             USPSQD
 MG0351  HISTORY     - 19980805 GOOD             USPSQD
 MG0351
 MG0351                          STATION DESCRIPTION
 MG0351
 MG0351'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 MG0351'0.5 MI S FROM OXFORD JUNCTION.
 MG0351'ABOUT 1/2 MILE SOUTH OF OXFORD JUNCTION, JONES COUNTY, AT
 MG0351'END OF ROAD WHICH IS OLD RAILROAD FILL LEADING TO CITY DUMP,
 MG0351'ABOUT 400 YARDS EAST OF COUNTY BRIDGE OVER THE WAPSIPINICON
 MG0351'RIVER.  AT ABANDONED RAILROAD BRIDGE STONE PIER, ON NORTH
 MG0351'BANK OF RIVER.  5 FEET WEST OF NORTHEAST CORNER OF PIER.  STANDARD
 MG0351'TABLET.
 MG0351
 MG0351                          STATION RECOVERY (1962)
 MG0351
 MG0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MG0351'RECOVERED IN GOOD CONDITION.
 MG0351
 MG0351                          STATION RECOVERY (1977)
 MG0351
 MG0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MG0351'OXFORD JUNCTION 0.9 MILE SOUTH OF. JUST WEST OF THE SW CORNER OF THE
 MG0351'SEWAGE LAGOON. SET IN A STONE PIER OF THE DISMANTELED RR BRIDGE. 0.8
 MG0351'INCHES SOUTH AND 5 FEET WEST OF THE NE CORNER OF THE PIER. A STANDARD
 MG0351'DISK STAMPED C 71 1934.
 MG0351
 MG0351                          STATION RECOVERY (1996)
 MG0351
 MG0351'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0351'RECOVERED IN GOOD CONDITION.
 MG0351
 MG0351                          STATION RECOVERY (1998)
 MG0351
 MG0351'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0530 ***********************************************************************
 NJ0530  DESIGNATION -  C 72
 NJ0530  PID         -  NJ0530
 NJ0530  STATE/COUNTY-  IA/DELAWARE
 NJ0530  USGS QUAD   -  EARLVILLE (1973)
 NJ0530
 NJ0530                         *CURRENT SURVEY CONTROL
 NJ0530  ___________________________________________________________________
 NJ0530* NAD 83(1986)-  42 24 07.     (N)    091 18 50.     (W)     SCALED    
 NJ0530* NAVD 88     -       277.502  (meters)     910.44   (feet)  ADJUSTED  
 NJ0530  ___________________________________________________________________
 NJ0530  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 NJ0530  DYNAMIC HT  -         277.417 (meters)     910.16  (feet)  COMP
 NJ0530  MODELED GRAV-     980,306.2   (mgal)                       NAVD 88
 NJ0530
 NJ0530  VERT ORDER  -  SECOND    CLASS 0
 NJ0530
 NJ0530.The horizontal coordinates were scaled from a topographic map and have
 NJ0530.an estimated accuracy of +/- 6 seconds.
 NJ0530
 NJ0530.The orthometric height was determined by differential leveling
 NJ0530.and adjusted by the National Geodetic Survey in June 1991..
 NJ0530
 NJ0530.The geoid height was determined by GEOID03.
 NJ0530
 NJ0530.The dynamic height is computed by dividing the NAVD 88
 NJ0530.geopotential number by the normal gravity value computed on the
 NJ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0530.degrees latitude (g = 980.6199 gals.).
 NJ0530
 NJ0530.The modeled gravity was interpolated from observed gravity values.
 NJ0530
 NJ0530;                    North         East    Units  Estimated Accuracy
 NJ0530;SPC IA N     - 1,102,510.    1,679,950.      MT  (+/- 180 meters Scaled)
 NJ0530
 NJ0530                          SUPERSEDED SURVEY CONTROL
 NJ0530
 NJ0530  NGVD 29 (??/??/92)  277.537  (m)          910.55   (f) ADJ UNCH    2 0
 NJ0530
 NJ0530.Superseded values are not recommended for survey control.
 NJ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0530.See file dsdata.txt to determine how the superseded data were derived.
 NJ0530
 NJ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG387957(NAD 83)
 NJ0530_MARKER: DB = BENCH MARK DISK
 NJ0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0530_STAMPING: C 72 1934
 NJ0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0530+STABILITY: SURFACE MOTION
 NJ0530
 NJ0530  HISTORY     - Date     Condition        Report By
 NJ0530  HISTORY     - 1934     MONUMENTED       CGS
 NJ0530
 NJ0530                          STATION DESCRIPTION
 NJ0530
 NJ0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0530'2.6 MI SE FROM DELHI.
 NJ0530'2.6 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0530'PACIFIC RAILROAD FROM THE STATION AT DELHI, DELAWARE COUNTY,
 NJ0530'2 POLES SOUTHEAST OF MILEPOST 39, AT A PRIVATE ROAD CROSSING,
 NJ0530'44 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 21 FEET
 NJ0530'NORTHWEST OF THE CENTER OF A GATE, 1 FOOT NORTHEAST OF THE
 NJ0530'RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 NJ0530'A STANDARD DISK, STAMPED C 72 1934 AND SET IN THE TOP OF A
 NJ0530'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0502 ***********************************************************************
 NJ0502  DESIGNATION -  C 73
 NJ0502  PID         -  NJ0502
 NJ0502  STATE/COUNTY-  IA/DUBUQUE
 NJ0502  USGS QUAD   -  DYERSVILLE EAST (1965)
 NJ0502
 NJ0502                         *CURRENT SURVEY CONTROL
 NJ0502  ___________________________________________________________________
 NJ0502* NAD 83(1986)-  42 28 23.     (N)    091 05 07.     (W)     SCALED    
 NJ0502* NAVD 88     -       302.978  (meters)     994.02   (feet)  ADJUSTED  
 NJ0502  ___________________________________________________________________
 NJ0502  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 NJ0502  DYNAMIC HT  -         302.880 (meters)     993.70  (feet)  COMP
 NJ0502  MODELED GRAV-     980,292.4   (mgal)                       NAVD 88
 NJ0502
 NJ0502  VERT ORDER  -  SECOND    CLASS 0
 NJ0502
 NJ0502.The horizontal coordinates were scaled from a topographic map and have
 NJ0502.an estimated accuracy of +/- 6 seconds.
 NJ0502
 NJ0502.The orthometric height was determined by differential leveling
 NJ0502.and adjusted by the National Geodetic Survey in June 1991..
 NJ0502
 NJ0502.The geoid height was determined by GEOID03.
 NJ0502
 NJ0502.The dynamic height is computed by dividing the NAVD 88
 NJ0502.geopotential number by the normal gravity value computed on the
 NJ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0502.degrees latitude (g = 980.6199 gals.).
 NJ0502
 NJ0502.The modeled gravity was interpolated from observed gravity values.
 NJ0502
 NJ0502;                    North         East    Units  Estimated Accuracy
 NJ0502;SPC IA N     - 1,110,920.    1,698,540.      MT  (+/- 180 meters Scaled)
 NJ0502
 NJ0502                          SUPERSEDED SURVEY CONTROL
 NJ0502
 NJ0502  NGVD 29 (??/??/92)  303.004  (m)          994.11   (f) ADJ UNCH    2 0
 NJ0502
 NJ0502.Superseded values are not recommended for survey control.
 NJ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0502.See file dsdata.txt to determine how the superseded data were derived.
 NJ0502
 NJ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH573040(NAD 83)
 NJ0502_MARKER: DB = BENCH MARK DISK
 NJ0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0502_SP_SET: CULVERT
 NJ0502_STAMPING: C 73 1934
 NJ0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0502+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 NJ0502
 NJ0502  HISTORY     - Date     Condition        Report By
 NJ0502  HISTORY     - 1934     MONUMENTED       CGS
 NJ0502  HISTORY     - 20060819 GOOD             GEOCAC
 NJ0502
 NJ0502                          STATION DESCRIPTION
 NJ0502
 NJ0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0502'2.3 MI SE FROM DYERSVILLE.
 NJ0502'2.3 MILES SOUTHEAST ALONG THE CHICAGO GREAT WESTERN RAILWAY FROM
 NJ0502'THE STATION AT DYERSVILLE, DUBUQUE COUNTY, 13-1/2 POLES WEST OF
 NJ0502'MILEPOST 200, AND 4-1/2 POLES EAST OF A PUBLIC-ROAD CROSSING, AT
 NJ0502'A 6- BY 10-FOOT STONE ARCH CULVERT, IN THE TOP OF THE WEST END
 NJ0502'OF THE SOUTH HEADWALL, 12 FEET SOUTH OF THE CENTERLINE OF THE
 NJ0502'TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 NJ0502'STAMPED C 73 1934.
 NJ0502
 NJ0502                          STATION RECOVERY (2006)
 NJ0502
 NJ0502'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0502'RAILROAD IS DISMANTLED AND RIGHT OF WAY IS NOW A COUNTY
 NJ0502'BICYCLE/WALKING TRAIL CALLED HERITAGE TRAIL.  MARK IS SLIGHTLY OVER
 NJ0502'500 FEET EAST OF THE CROSSING OF THE HERITAGE TRAIL AND PRIER RD, 40
 NJ0502'FEET SE OF A STOP AHEAD SIGN.
 NJ0502' 
 NJ0502'HANDHELD GPSR COORDINATES - 52 27 23 N
 NJ0502'091 02 09 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0618 ***********************************************************************
 NJ0618  DESIGNATION -  C 74
 NJ0618  PID         -  NJ0618
 NJ0618  STATE/COUNTY-  IA/FAYETTE
 NJ0618  USGS QUAD   -  STANLEY (1981)
 NJ0618
 NJ0618                         *CURRENT SURVEY CONTROL
 NJ0618  ___________________________________________________________________
 NJ0618* NAD 83(1986)-  42 39 15.     (N)    091 51 15.     (W)     SCALED    
 NJ0618* NAVD 88     -       343.469  (meters)    1126.86   (feet)  ADJUSTED  
 NJ0618  ___________________________________________________________________
 NJ0618  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 NJ0618  DYNAMIC HT  -         343.368 (meters)    1126.53  (feet)  COMP
 NJ0618  MODELED GRAV-     980,316.8   (mgal)                       NAVD 88
 NJ0618
 NJ0618  VERT ORDER  -  SECOND    CLASS 0
 NJ0618
 NJ0618.The horizontal coordinates were scaled from a topographic map and have
 NJ0618.an estimated accuracy of +/- 6 seconds.
 NJ0618
 NJ0618.The orthometric height was determined by differential leveling
 NJ0618.and adjusted by the National Geodetic Survey in June 1991..
 NJ0618
 NJ0618.The geoid height was determined by GEOID03.
 NJ0618
 NJ0618.The dynamic height is computed by dividing the NAVD 88
 NJ0618.geopotential number by the normal gravity value computed on the
 NJ0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0618.degrees latitude (g = 980.6199 gals.).
 NJ0618
 NJ0618.The modeled gravity was interpolated from observed gravity values.
 NJ0618
 NJ0618;                    North         East    Units  Estimated Accuracy
 NJ0618;SPC IA N     - 1,129,510.    1,634,940.      MT  (+/- 180 meters Scaled)
 NJ0618
 NJ0618                          SUPERSEDED SURVEY CONTROL
 NJ0618
 NJ0618  NGVD 29 (??/??/92)  343.497  (m)         1126.96   (f) ADJ UNCH    2 0
 NJ0618
 NJ0618.Superseded values are not recommended for survey control.
 NJ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0618.See file dsdata.txt to determine how the superseded data were derived.
 NJ0618
 NJ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH939230(NAD 83)
 NJ0618_MARKER: DB = BENCH MARK DISK
 NJ0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0618_STAMPING: C 74 1934
 NJ0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0618+STABILITY: SURFACE MOTION
 NJ0618
 NJ0618  HISTORY     - Date     Condition        Report By
 NJ0618  HISTORY     - 1934     MONUMENTED       CGS
 NJ0618
 NJ0618                          STATION DESCRIPTION
 NJ0618
 NJ0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0618'2.7 MI NW FROM STANLEY.
 NJ0618'IN FAYETTE COUNTY, 2.7 MILES NORTHWEST ALONG THE CHICAGO GREAT
 NJ0618'WESTERN RAILROAD FROM THE STATION AT STANLEY, BUCHANAN COUNTY,
 NJ0618'2 FEET SOUTH OF MILEPOST 242, 2-1/2 POLES EAST OF A PUBLIC
 NJ0618'ROAD CROSSING, 32 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 27 FEET
 NJ0618'NORTH OF THE CENTERLINE OF THE SOUTH TRACK, AND ABOUT LEVEL WITH
 NJ0618'THE TRACK.  A STANDARD DISK, STAMPED C 74 1934 AND SET IN THE
 NJ0618'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0560 ***********************************************************************
 NJ0560  DESIGNATION -  C 75
 NJ0560  PID         -  NJ0560
 NJ0560  STATE/COUNTY-  IA/BUCHANAN
 NJ0560  USGS QUAD   -  INDEPENDENCE (1982)
 NJ0560
 NJ0560                         *CURRENT SURVEY CONTROL
 NJ0560  ___________________________________________________________________
 NJ0560* NAD 83(1986)-  42 26 19.     (N)    091 54 17.     (W)     SCALED    
 NJ0560* NAVD 88     -       287.222  (meters)     942.33   (feet)  ADJUSTED  
 NJ0560  ___________________________________________________________________
 NJ0560  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 NJ0560  DYNAMIC HT  -         287.138 (meters)     942.05  (feet)  COMP
 NJ0560  MODELED GRAV-     980,318.8   (mgal)                       NAVD 88
 NJ0560
 NJ0560  VERT ORDER  -  SECOND    CLASS 0
 NJ0560
 NJ0560.The horizontal coordinates were scaled from a topographic map and have
 NJ0560.an estimated accuracy of +/- 6 seconds.
 NJ0560
 NJ0560.The orthometric height was determined by differential leveling
 NJ0560.and adjusted by the National Geodetic Survey in June 1991..
 NJ0560
 NJ0560.The geoid height was determined by GEOID03.
 NJ0560
 NJ0560.The dynamic height is computed by dividing the NAVD 88
 NJ0560.geopotential number by the normal gravity value computed on the
 NJ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0560.degrees latitude (g = 980.6199 gals.).
 NJ0560
 NJ0560.The modeled gravity was interpolated from observed gravity values.
 NJ0560
 NJ0560;                    North         East    Units  Estimated Accuracy
 NJ0560;SPC IA N     - 1,105,500.    1,631,250.      MT  (+/- 180 meters Scaled)
 NJ0560
 NJ0560                          SUPERSEDED SURVEY CONTROL
 NJ0560
 NJ0560  NGVD 29 (??/??/92)  287.253  (m)          942.43   (f) ADJ UNCH    2 0
 NJ0560
 NJ0560.Superseded values are not recommended for survey control.
 NJ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0560.See file dsdata.txt to determine how the superseded data were derived.
 NJ0560
 NJ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG900990(NAD 83)
 NJ0560_MARKER: DB = BENCH MARK DISK
 NJ0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0560_SP_SET: CULVERT
 NJ0560_STAMPING: C 75 1934
 NJ0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0560
 NJ0560  HISTORY     - Date     Condition        Report By
 NJ0560  HISTORY     - 1934     MONUMENTED       CGS
 NJ0560  HISTORY     - 1982     MARK NOT FOUND   NGS
 NJ0560
 NJ0560                          STATION DESCRIPTION
 NJ0560
 NJ0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0560'3.1 MI SE FROM INDEPENDENCE.
 NJ0560'3.1 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0560'RAILWAY FROM THE STATION AT INDEPENDENCE, BUCHANAN COUNTY,
 NJ0560'5 POLES SOUTHEAST OF MILEPOST 37, 48 FEET SOUTHEAST OF THE CENTER
 NJ0560'OF A PUBLIC ROAD CROSSING AT A 2 FOOT PIPE CULVERT, IN THE TOP
 NJ0560'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL, AND 2
 NJ0560'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 75 1934.
 NJ0560
 NJ0560                          STATION RECOVERY (1982)
 NJ0560
 NJ0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NJ0560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0631 ***********************************************************************
 MG0631  DESIGNATION -  C 76
 MG0631  PID         -  MG0631
 MG0631  STATE/COUNTY-  IA/LINN
 MG0631  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0631
 MG0631                         *CURRENT SURVEY CONTROL
 MG0631  ___________________________________________________________________
 MG0631* NAD 83(1986)-  41 58 38.     (N)    091 40 09.     (W)     SCALED    
 MG0631* NAVD 88     -       221.463  (meters)     726.58   (feet)  ADJUSTED  
 MG0631  ___________________________________________________________________
 MG0631  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 MG0631  DYNAMIC HT  -         221.381 (meters)     726.31  (feet)  COMP
 MG0631  MODELED GRAV-     980,247.9   (mgal)                       NAVD 88
 MG0631
 MG0631  VERT ORDER  -  FIRST     CLASS II
 MG0631
 MG0631.The horizontal coordinates were scaled from a topographic map and have
 MG0631.an estimated accuracy of +/- 6 seconds.
 MG0631
 MG0631.The orthometric height was determined by differential leveling
 MG0631.and adjusted by the National Geodetic Survey in June 1991..
 MG0631
 MG0631.The geoid height was determined by GEOID03.
 MG0631
 MG0631.The dynamic height is computed by dividing the NAVD 88
 MG0631.geopotential number by the normal gravity value computed on the
 MG0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0631.degrees latitude (g = 980.6199 gals.).
 MG0631
 MG0631.The modeled gravity was interpolated from observed gravity values.
 MG0631
 MG0631;                    North         East    Units  Estimated Accuracy
 MG0631;SPC IA N     - 1,054,650.    1,651,730.      MT  (+/- 180 meters Scaled)
 MG0631
 MG0631                          SUPERSEDED SURVEY CONTROL
 MG0631
 MG0631  NGVD 29 (??/??/92)  221.488  (m)          726.67   (f) ADJ UNCH    1 2
 MG0631
 MG0631.Superseded values are not recommended for survey control.
 MG0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0631.See file dsdata.txt to determine how the superseded data were derived.
 MG0631
 MG0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG102481(NAD 83)
 MG0631_MARKER: DB = BENCH MARK DISK
 MG0631_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MG0631_SP_SET: RETAINING WALL
 MG0631_STAMPING: C 76 1934
 MG0631_MARK LOGO: CGS   
 MG0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0631+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 MG0631
 MG0631  HISTORY     - Date     Condition        Report By
 MG0631  HISTORY     - 1934     MONUMENTED       CGS
 MG0631  HISTORY     - 1957     GOOD             NGS
 MG0631  HISTORY     - 19940330 GOOD             USGS
 MG0631  HISTORY     - 19950412 GOOD             USPSQD
 MG0631  HISTORY     - 19980107 GOOD             NGS
 MG0631  HISTORY     - 20040820 GOOD             INDIV
 MG0631
 MG0631                          STATION DESCRIPTION
 MG0631
 MG0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MG0631'AT CEDAR RAPIDS.
 MG0631'AT CEDAR RAPIDS, LINN COUNTY, AT THE POST OFFICE, 17 FEET WEST
 MG0631'OF THE CENTERLINE OF THE SOUTH ENTRANCE, IN A LIMESTONE BLOCK
 MG0631'OF THE BASEMENT RETAINING WALL, AND 4 FEET SOUTH OF THE BUILDING.
 MG0631'A STANDARD DISK, STAMPED C 76 1934.
 MG0631
 MG0631                          STATION RECOVERY (1994)
 MG0631
 MG0631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (RLK)
 MG0631'RECOVERED IN GOOD CONDITION.  NOTE--NOT THE POST OFFICE ANYMORE, NOW
 MG0631'FEDERAL BUILDING ONLY.
 MG0631
 MG0631                          STATION RECOVERY (1995)
 MG0631
 MG0631'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0631'RECOVERED IN GOOD CONDITION.
 MG0631
 MG0631                          STATION RECOVERY (1998)
 MG0631
 MG0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0631'IN CEDAR RAPIDS, AT THE INTERSECTION OF 1ST STREET AND 2ND AVENUE,
 MG0631'NEAR THE NORTHEAST END OF A RETAINING WALL FOR THE BASEMENT OF THE
 MG0631'FEDERAL BUILDING, 28.5 M (93.5 FT) SOUTHWEST OF THE STREET CENTER,
 MG0631'26.7 M (87.6 FT) NORTHWEST OF THE AVENUE CENTERLINE, 9.0 M (29.5 FT)
 MG0631'SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, 2.9 M (9.5 FT)
 MG0631'SOUTHWEST OF THE NORTHEAST END OF THE WALL, 1.3 M (4.3 FT) SOUTHEAST
 MG0631'OF THE SOUTHEAST FACE OF THE BUILDING, AND 0.3 M (1.0 FT) ABOVE THE
 MG0631'LEVEL OF THE AVENUE.
 MG0631
 MG0631                          STATION RECOVERY (2004)
 MG0631
 MG0631'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MLS)
 MG0631'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0387 ***********************************************************************
 MG0387  DESIGNATION -  C 77
 MG0387  PID         -  MG0387
 MG0387  STATE/COUNTY-  IA/MUSCATINE
 MG0387  USGS QUAD   -  WEST LIBERTY (1965)
 MG0387
 MG0387                         *CURRENT SURVEY CONTROL
 MG0387  ___________________________________________________________________
 MG0387* NAD 83(1986)-  41 33 09.     (N)    091 16 12.     (W)     SCALED    
 MG0387* NAVD 88     -       198.040  (meters)     649.74   (feet)  ADJUSTED  
 MG0387  ___________________________________________________________________
 MG0387  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 MG0387  DYNAMIC HT  -         197.964 (meters)     649.49  (feet)  COMP
 MG0387  MODELED GRAV-     980,232.8   (mgal)                       NAVD 88
 MG0387
 MG0387  VERT ORDER  -  SECOND    CLASS 0
 MG0387
 MG0387.The horizontal coordinates were scaled from a topographic map and have
 MG0387.an estimated accuracy of +/- 6 seconds.
 MG0387
 MG0387.The orthometric height was determined by differential leveling
 MG0387.and adjusted by the National Geodetic Survey in June 1991..
 MG0387
 MG0387.The geoid height was determined by GEOID03.
 MG0387
 MG0387.The dynamic height is computed by dividing the NAVD 88
 MG0387.geopotential number by the normal gravity value computed on the
 MG0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0387.degrees latitude (g = 980.6199 gals.).
 MG0387
 MG0387.The modeled gravity was interpolated from observed gravity values.
 MG0387
 MG0387;                    North         East    Units  Estimated Accuracy
 MG0387;SPC IA S     -   174,790.      686,020.      MT  (+/- 180 meters Scaled)
 MG0387
 MG0387                          SUPERSEDED SURVEY CONTROL
 MG0387
 MG0387  NGVD 29 (??/??/92)  198.093  (m)          649.91   (f) ADJ UNCH    2 0
 MG0387
 MG0387.Superseded values are not recommended for survey control.
 MG0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0387.See file dsdata.txt to determine how the superseded data were derived.
 MG0387
 MG0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG442015(NAD 83)
 MG0387_MARKER: DB = BENCH MARK DISK
 MG0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0387_SP_SET: ABUTMENT
 MG0387_STAMPING: C 77 1934
 MG0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0387
 MG0387  HISTORY     - Date     Condition        Report By
 MG0387  HISTORY     - 1934     MONUMENTED       CGS
 MG0387  HISTORY     - 19980720 MARK NOT FOUND   USPSQD
 MG0387  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0387
 MG0387                          STATION DESCRIPTION
 MG0387
 MG0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0387'1.3 MI SW FROM WEST LIBERTY.
 MG0387'1.3 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0387'RAILWAY FROM THE STATION AT WEST LIBERTY, MUSCATINE COUNTY, 3 POLES
 MG0387'NORTH OF MILEPOST 60, AT 20-FOOT STEEL BRIDGE 601, IN THE TOP OF THE
 MG0387'WEST END OF THE BACKWALL OF THE NORTH STONE ABUTMENT, 10 FEET WEST
 MG0387'OF THE CENTERLINE OF THE TRACK AND 1 FOOT LOWER THAN THE TRACK.
 MG0387'A STANDARD DISK, STAMPED C 77 1934.
 MG0387
 MG0387                          STATION RECOVERY (1998)
 MG0387
 MG0387'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0387'MARK NOT FOUND.
 MG0387
 MG0387                          STATION RECOVERY (1998)
 MG0387
 MG0387'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0355 ***********************************************************************
 MG0355  DESIGNATION -  C 78
 MG0355  PID         -  MG0355
 MG0355  STATE/COUNTY-  IA/CEDAR
 MG0355  USGS QUAD   -  BENNETT (1991)
 MG0355
 MG0355                         *CURRENT SURVEY CONTROL
 MG0355  ___________________________________________________________________
 MG0355* NAD 83(1986)-  41 44 28.     (N)    090 58 36.     (W)     SCALED    
 MG0355* NAVD 88     -       230.620  (meters)     756.63   (feet)  ADJUSTED  
 MG0355  ___________________________________________________________________
 MG0355  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 MG0355  DYNAMIC HT  -         230.535 (meters)     756.35  (feet)  COMP
 MG0355  MODELED GRAV-     980,247.1   (mgal)                       NAVD 88
 MG0355
 MG0355  VERT ORDER  -  SECOND    CLASS 0
 MG0355
 MG0355.The horizontal coordinates were scaled from a topographic map and have
 MG0355.an estimated accuracy of +/- 6 seconds.
 MG0355
 MG0355.The orthometric height was determined by differential leveling
 MG0355.and adjusted by the National Geodetic Survey in June 1991..
 MG0355
 MG0355.The geoid height was determined by GEOID03.
 MG0355
 MG0355.The dynamic height is computed by dividing the NAVD 88
 MG0355.geopotential number by the normal gravity value computed on the
 MG0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0355.degrees latitude (g = 980.6199 gals.).
 MG0355
 MG0355.The modeled gravity was interpolated from observed gravity values.
 MG0355
 MG0355;                    North         East    Units  Estimated Accuracy
 MG0355;SPC IA S     -   196,400.      709,870.      MT  (+/- 180 meters Scaled)
 MG0355
 MG0355                          SUPERSEDED SURVEY CONTROL
 MG0355
 MG0355  NGVD 29 (??/??/92)  230.66   (m)          756.8    (f) COMPUTED    2 0
 MG0355
 MG0355.Superseded values are not recommended for survey control.
 MG0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0355.See file dsdata.txt to determine how the superseded data were derived.
 MG0355
 MG0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG682230(NAD 83)
 MG0355_MARKER: DB = BENCH MARK DISK
 MG0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0355_SP_SET: STEP
 MG0355_STAMPING: C-78 1934
 MG0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0355
 MG0355  HISTORY     - Date     Condition        Report By
 MG0355  HISTORY     - 1934     MONUMENTED       CGS
 MG0355  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0355
 MG0355                          STATION DESCRIPTION
 MG0355
 MG0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0355'AT BENNETT.
 MG0355'AT THE BENNETT PUBLIC SCHOOL.  SET AT THE EAST SIDE OF THE
 MG0355'NORTH ENTRANCE IN THE NORTHEAST CORNER OF THE TOP STEP.
 MG0355
 MG0355                          STATION RECOVERY (1998)
 MG0355
 MG0355'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0201 ***********************************************************************
 NJ0201  DESIGNATION -  C 79
 NJ0201  PID         -  NJ0201
 NJ0201  STATE/COUNTY-  IA/JACKSON
 NJ0201  USGS QUAD   -  PRESTON (1980)
 NJ0201
 NJ0201                         *CURRENT SURVEY CONTROL
 NJ0201  ___________________________________________________________________
 NJ0201* NAD 83(1986)-  42 03 21.     (N)    090 27 47.     (W)     SCALED    
 NJ0201* NAVD 88     -       247.352  (meters)     811.52   (feet)  ADJUSTED  
 NJ0201  ___________________________________________________________________
 NJ0201  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 NJ0201  DYNAMIC HT  -         247.266 (meters)     811.24  (feet)  COMP
 NJ0201  MODELED GRAV-     980,265.2   (mgal)                       NAVD 88
 NJ0201
 NJ0201  VERT ORDER  -  SECOND    CLASS 0
 NJ0201
 NJ0201.The horizontal coordinates were scaled from a topographic map and have
 NJ0201.an estimated accuracy of +/- 6 seconds.
 NJ0201
 NJ0201.The orthometric height was determined by differential leveling
 NJ0201.and adjusted by the National Geodetic Survey in June 1991..
 NJ0201
 NJ0201.The geoid height was determined by GEOID03.
 NJ0201
 NJ0201.The dynamic height is computed by dividing the NAVD 88
 NJ0201.geopotential number by the normal gravity value computed on the
 NJ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0201.degrees latitude (g = 980.6199 gals.).
 NJ0201
 NJ0201.The modeled gravity was interpolated from observed gravity values.
 NJ0201
 NJ0201;                    North         East    Units  Estimated Accuracy
 NJ0201;SPC IA N     - 1,066,260.    1,751,340.      MT  (+/- 180 meters Scaled)
 NJ0201
 NJ0201                          SUPERSEDED SURVEY CONTROL
 NJ0201
 NJ0201  NGVD 29 (??/??/92)  247.39   (m)          811.6    (f) COMPUTED    2 0
 NJ0201
 NJ0201.Superseded values are not recommended for survey control.
 NJ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0201.See file dsdata.txt to determine how the superseded data were derived.
 NJ0201
 NJ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG099590(NAD 83)
 NJ0201_MARKER: DB = BENCH MARK DISK
 NJ0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0201_SP_SET: CULVERT
 NJ0201_STAMPING: C-79 1934
 NJ0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0201
 NJ0201  HISTORY     - Date     Condition        Report By
 NJ0201  HISTORY     - 1934     MONUMENTED       CGS
 NJ0201  HISTORY     - 19941026 MARK NOT FOUND   USPSQD
 NJ0201  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0201
 NJ0201                          STATION DESCRIPTION
 NJ0201
 NJ0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0201'3.8 MI W FROM PRESTON.
 NJ0201'FARMERS MUTUAL AID ASSOCIATION BLDG., PRESTON, 3.8 MILE WEST OF
 NJ0201'PRESTON ALONG STATE HIGHWAY 117, SAVANNA TO MAQUOKETA ROAD.
 NJ0201'AT 2 FOOT BY 2 FOOT R C B CULVERT NEAR THE TOP OF LONG EAST
 NJ0201'SLOPE, 45 FEET WEST OF THE CEMETERY AT THE SCHOOL HOUSE, 95
 NJ0201'FEET EAST OF T-FENCE NORTH.  SET IN THE WEST END OF THE NORTH
 NJ0201'HEADWALL, AT ROAD LEVEL.
 NJ0201
 NJ0201                          STATION RECOVERY (1994)
 NJ0201
 NJ0201'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0201'MARK NOT FOUND.
 NJ0201
 NJ0201                          STATION RECOVERY (2001)
 NJ0201
 NJ0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0201'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0202 ***********************************************************************
 NJ0202  DESIGNATION -  C 79 RESET
 NJ0202  PID         -  NJ0202
 NJ0202  STATE/COUNTY-  IA/JACKSON
 NJ0202  USGS QUAD   -  PRESTON (1980)
 NJ0202
 NJ0202                         *CURRENT SURVEY CONTROL
 NJ0202  ___________________________________________________________________
 NJ0202* NAD 83(1986)-  42 03 21.     (N)    090 27 47.     (W)     SCALED    
 NJ0202* NAVD 88     -       247.42   (meters)     811.7    (feet)  RESET     
 NJ0202  ___________________________________________________________________
 NJ0202  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 NJ0202
 NJ0202  VERT ORDER  -  THIRD
 NJ0202
 NJ0202.The horizontal coordinates were scaled from a topographic map and have
 NJ0202.an estimated accuracy of +/- 6 seconds.
 NJ0202
 NJ0202.The orthometric height was computed from unverified reset data.
 NJ0202.No vertical observational check was made to the station.
 NJ0202
 NJ0202.The geoid height was determined by GEOID03.
 NJ0202
 NJ0202;                    North         East    Units  Estimated Accuracy
 NJ0202;SPC IA N     - 1,066,260.    1,751,340.      MT  (+/- 180 meters Scaled)
 NJ0202
 NJ0202                          SUPERSEDED SURVEY CONTROL
 NJ0202
 NJ0202  NGVD 29 (??/??/??)  247.46   (m)          811.9    (f) RESET       3  
 NJ0202
 NJ0202.Superseded values are not recommended for survey control.
 NJ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0202.See file dsdata.txt to determine how the superseded data were derived.
 NJ0202
 NJ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG099590(NAD 83)
 NJ0202_MARKER: DB = BENCH MARK DISK
 NJ0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0202_SP_SET: CULVERT
 NJ0202_STAMPING: C 79 RESET 1938
 NJ0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0202+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 NJ0202
 NJ0202  HISTORY     - Date     Condition        Report By
 NJ0202  HISTORY     - 1938     MONUMENTED       IAHD
 NJ0202  HISTORY     - 19941026 GOOD             USPSQD
 NJ0202  HISTORY     - 20010331 GOOD             NGS
 NJ0202  HISTORY     - 20050529 GOOD             GEOCAC
 NJ0202
 NJ0202                          STATION DESCRIPTION
 NJ0202
 NJ0202'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1938
 NJ0202'3.8 MI W FROM PRESTON.
 NJ0202'3.8 MILES WEST ALONG STATE HIGHWAY 64 FROM THE FARMERS MUTUAL
 NJ0202'AID ASSOCIATION BUILDING AT PRESTON, JACKSON COUNTY, NEAR
 NJ0202'A SCHOOLHOUSE AND A CEMETERY, AT A 2- BY 2-FOOT CONCRETE CULVERT
 NJ0202'(THE HEADWALL WAS EXTENDED 4 FEET NORTHWARD DURING ROAD CONSTRUCTION
 NJ0202'IN THE WNTER OF 1938-39), AND IN THE TOP OF THE NEW HEADWALL.
 NJ0202
 NJ0202                          STATION RECOVERY (1994)
 NJ0202
 NJ0202'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0202'RECOVERED IN GOOD CONDITION.
 NJ0202
 NJ0202                          STATION RECOVERY (2001)
 NJ0202
 NJ0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0202'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0202
 NJ0202                          STATION RECOVERY (2005)
 NJ0202
 NJ0202'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0202'ACROSS HWY FROM AND 40 FEET WEST OF WEST EDGE OF CEMETERY. HANDHELD
 NJ0202'N42 03 21.4 W090 27 48.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0481 ***********************************************************************
 NJ0481  DESIGNATION -  C 80
 NJ0481  PID         -  NJ0481
 NJ0481  STATE/COUNTY-  IA/JONES
 NJ0481  USGS QUAD   -  MORLEY (1980)
 NJ0481
 NJ0481                         *CURRENT SURVEY CONTROL
 NJ0481  ___________________________________________________________________
 NJ0481* NAD 83(1986)-  42 06 47.     (N)    091 12 34.     (W)     SCALED    
 NJ0481* NAVD 88     -       292.702  (meters)     960.31   (feet)  ADJUSTED  
 NJ0481  ___________________________________________________________________
 NJ0481  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 NJ0481  DYNAMIC HT  -         292.595 (meters)     959.96  (feet)  COMP
 NJ0481  MODELED GRAV-     980,249.1   (mgal)                       NAVD 88
 NJ0481
 NJ0481  VERT ORDER  -  SECOND    CLASS 0
 NJ0481
 NJ0481.The horizontal coordinates were scaled from a topographic map and have
 NJ0481.an estimated accuracy of +/- 6 seconds.
 NJ0481
 NJ0481.The orthometric height was determined by differential leveling
 NJ0481.and adjusted by the National Geodetic Survey in June 1991..
 NJ0481
 NJ0481.The geoid height was determined by GEOID03.
 NJ0481
 NJ0481.The dynamic height is computed by dividing the NAVD 88
 NJ0481.geopotential number by the normal gravity value computed on the
 NJ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0481.degrees latitude (g = 980.6199 gals.).
 NJ0481
 NJ0481.The modeled gravity was interpolated from observed gravity values.
 NJ0481
 NJ0481;                    North         East    Units  Estimated Accuracy
 NJ0481;SPC IA N     - 1,070,660.    1,689,410.      MT  (+/- 180 meters Scaled)
 NJ0481
 NJ0481                          SUPERSEDED SURVEY CONTROL
 NJ0481
 NJ0481  NGVD 29 (??/??/92)  292.719  (m)          960.36   (f) ADJ UNCH    2 0
 NJ0481
 NJ0481.Superseded values are not recommended for survey control.
 NJ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0481.See file dsdata.txt to determine how the superseded data were derived.
 NJ0481
 NJ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG480638(NAD 83)
 NJ0481_MARKER: DB = BENCH MARK DISK
 NJ0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0481_SP_SET: CULVERT
 NJ0481_STAMPING: C 80 1934
 NJ0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0481
 NJ0481  HISTORY     - Date     Condition        Report By
 NJ0481  HISTORY     - 1934     MONUMENTED       CGS
 NJ0481  HISTORY     - 1959     MARK NOT FOUND   DOD
 NJ0481  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0481  HISTORY     - 20050711 MARK NOT FOUND   GEOCAC
 NJ0481
 NJ0481                          STATION DESCRIPTION
 NJ0481
 NJ0481'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 NJ0481'2 MI W FROM AMBER.
 NJ0481'2.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NJ0481'THE STATION AT AMBER, JONES COUNTY, 13-1/2 POLES SOUTHWEST OF
 NJ0481'MILEPOST 67, AT A PUBLIC-ROAD CROSSING, 145 FEET WEST OF THE
 NJ0481'CENTERLINE OF THE ROAD, 28 FEET SOUTH OF THE CENTERLINE OF THE
 NJ0481'TRACK, AT 4- BY 5-FOOT CULVERT 1428, IN THE TOP OF THE EAST END
 NJ0481'OF THE SOUTH CONCRETE HEADWALL, AND ABOUT 7 FEET LOWER THAN
 NJ0481'THE TRACK.  A STANDARD DISK, STAMPED C 80 1934.
 NJ0481
 NJ0481                          STATION RECOVERY (1998)
 NJ0481
 NJ0481'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0481'MARK NOT FOUND.
 NJ0481
 NJ0481                          STATION RECOVERY (2005)
 NJ0481
 NJ0481'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0481'THE RAILROAD WAS DISMANTLED MANY YEARS AGO AND THE ROADBED HAS BEEN
 NJ0481'LEVELED. NO CULVERT IS APPARENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0551 ***********************************************************************
 NJ0551  DESIGNATION -  C 81
 NJ0551  PID         -  NJ0551
 NJ0551  STATE/COUNTY-  IA/LINN
 NJ0551  USGS QUAD   -  SHELLSBURG (1993)
 NJ0551
 NJ0551                         *CURRENT SURVEY CONTROL
 NJ0551  ___________________________________________________________________
 NJ0551* NAD 83(1986)-  42 03 45.     (N)    091 48 04.     (W)     SCALED    
 NJ0551* NAVD 88     -       227.475  (meters)     746.31   (feet)  ADJUSTED  
 NJ0551  ___________________________________________________________________
 NJ0551  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 NJ0551  DYNAMIC HT  -         227.397 (meters)     746.05  (feet)  COMP
 NJ0551  MODELED GRAV-     980,275.1   (mgal)                       NAVD 88
 NJ0551
 NJ0551  VERT ORDER  -  SECOND    CLASS 0
 NJ0551
 NJ0551.The horizontal coordinates were scaled from a topographic map and have
 NJ0551.an estimated accuracy of +/- 6 seconds.
 NJ0551
 NJ0551.The orthometric height was determined by differential leveling
 NJ0551.and adjusted by the National Geodetic Survey in June 1991..
 NJ0551
 NJ0551.The geoid height was determined by GEOID03.
 NJ0551
 NJ0551.The dynamic height is computed by dividing the NAVD 88
 NJ0551.geopotential number by the normal gravity value computed on the
 NJ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0551.degrees latitude (g = 980.6199 gals.).
 NJ0551
 NJ0551.The modeled gravity was interpolated from observed gravity values.
 NJ0551
 NJ0551;                    North         East    Units  Estimated Accuracy
 NJ0551;SPC IA N     - 1,063,890.    1,640,610.      MT  (+/- 180 meters Scaled)
 NJ0551
 NJ0551                          SUPERSEDED SURVEY CONTROL
 NJ0551
 NJ0551  NGVD 29 (??/??/92)  227.487  (m)          746.35   (f) ADJ UNCH    2 0
 NJ0551
 NJ0551.Superseded values are not recommended for survey control.
 NJ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0551.See file dsdata.txt to determine how the superseded data were derived.
 NJ0551
 NJ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG991574(NAD 83)
 NJ0551_MARKER: DB = BENCH MARK DISK
 NJ0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0551_SP_SET: ABUTMENT BACKWALL
 NJ0551_STAMPING: C 81 1934
 NJ0551_MARK LOGO: CGS   
 NJ0551_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0551
 NJ0551  HISTORY     - Date     Condition        Report By
 NJ0551  HISTORY     - 1934     MONUMENTED       CGS
 NJ0551  HISTORY     - 19940330 GOOD             USGS
 NJ0551  HISTORY     - 19950517 GOOD             USPSQD
 NJ0551  HISTORY     - 20051015 GOOD             GEOCAC
 NJ0551
 NJ0551                          STATION DESCRIPTION
 NJ0551
 NJ0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0551'AT PALO.
 NJ0551'AT PALO, LINN COUNTY, 7 POLES SOUTHEAST OF THE CHICAGO, ROCK
 NJ0551'ISLAND AND PACIFIC RAILWAY STATION, 8 POLES NORTHWEST OF MILEPOST
 NJ0551'107, AT 140-FOOT STEEL BRIDGE 1072, IN THE SOUTHWEST END OF THE
 NJ0551'BACK WALL OF THE NORTHWEST STONE ABUTMENT, 11 FEET SOUTHWEST
 NJ0551'OF THE CENTERLINE OF THE TRACK, AND 1.5 FEET LOWER THAN THE
 NJ0551'RAIL.  A STANDARD DISK, STAMPED C 81 1934.
 NJ0551
 NJ0551                          STATION RECOVERY (1994)
 NJ0551
 NJ0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (RLK)
 NJ0551'RECOVERED AS DESCRIBED.
 NJ0551
 NJ0551                          STATION RECOVERY (1995)
 NJ0551
 NJ0551'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0551'RECOVERED IN GOOD CONDITION.
 NJ0551
 NJ0551                          STATION RECOVERY (2005)
 NJ0551
 NJ0551'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0551'AT RR BRIDGE ABOUT 100 FT NW OF BRIDGE ON HWY 94 WHICH IS COVINGTON
 NJ0551'RD.  HANDHELD COORDINATES N41 03 45.4 W091 48 04.9, SKY PARTIALLY
 NJ0551'OBSCURED BY SMALL TREES NEARBY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0059 ***********************************************************************
 NK0059  DESIGNATION -  C 82
 NK0059  PID         -  NK0059
 NK0059  STATE/COUNTY-  IA/TAMA
 NK0059  USGS QUAD   -  TRAER (1971)
 NK0059
 NK0059                         *CURRENT SURVEY CONTROL
 NK0059  ___________________________________________________________________
 NK0059* NAD 83(1986)-  42 11 17.     (N)    092 27 11.     (W)     SCALED    
 NK0059* NAVD 88     -       277.585  (meters)     910.71   (feet)  ADJUSTED  
 NK0059  ___________________________________________________________________
 NK0059  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NK0059  DYNAMIC HT  -         277.488 (meters)     910.39  (feet)  COMP
 NK0059  MODELED GRAV-     980,264.5   (mgal)                       NAVD 88
 NK0059
 NK0059  VERT ORDER  -  SECOND    CLASS 0
 NK0059
 NK0059.The horizontal coordinates were scaled from a topographic map and have
 NK0059.an estimated accuracy of +/- 6 seconds.
 NK0059
 NK0059.The orthometric height was determined by differential leveling
 NK0059.and adjusted by the National Geodetic Survey in June 1991..
 NK0059
 NK0059.The geoid height was determined by GEOID03.
 NK0059
 NK0059.The dynamic height is computed by dividing the NAVD 88
 NK0059.geopotential number by the normal gravity value computed on the
 NK0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0059.degrees latitude (g = 980.6199 gals.).
 NK0059
 NK0059.The modeled gravity was interpolated from observed gravity values.
 NK0059
 NK0059;                    North         East    Units  Estimated Accuracy
 NK0059;SPC IA N     - 1,076,960.    1,586,480.      MT  (+/- 180 meters Scaled)
 NK0059
 NK0059                          SUPERSEDED SURVEY CONTROL
 NK0059
 NK0059.No superseded survey control is available for this station.
 NK0059
 NK0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG451708(NAD 83)
 NK0059_MARKER: DB = BENCH MARK DISK
 NK0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0059_SP_SET: BRIDGE ABUTMENT
 NK0059_STAMPING: C 82 1934
 NK0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0059
 NK0059  HISTORY     - Date     Condition        Report By
 NK0059  HISTORY     - 1934     MONUMENTED       CGS
 NK0059
 NK0059                          STATION DESCRIPTION
 NK0059
 NK0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0059'1 MI E FROM TRAER.
 NK0059'1 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 NK0059'FROM THE FIRST NATIONAL BANK AT TRAER, TAMA COUNTY, 17 POLES
 NK0059'NORTHWEST OF MILEPOST 46, AT 60-FOOT STEEL OVERHEAD BRIDGE 465
 NK0059'OVER THE CHICAGO AND NORTH WESTERN RAILWAY, IN THE NORTHEAST
 NK0059'END OF THE NORTHWEST STONE ABUTMENT, 22 FEET NORTHEAST OF THE
 NK0059'CENTER LINE OF THE TRACK, AND 4 FEET LOWER THAN THE RAIL.  A
 NK0059'STANDARD DISK, STAMPED C 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0139 ***********************************************************************
 NK0139  DESIGNATION -  C 83
 NK0139  PID         -  NK0139
 NK0139  STATE/COUNTY-  IA/MARSHALL
 NK0139  USGS QUAD   -  LE GRAND (1978)
 NK0139
 NK0139                         *CURRENT SURVEY CONTROL
 NK0139  ___________________________________________________________________
 NK0139* NAD 83(1986)-  42 01 40.     (N)    092 51 06.     (W)     SCALED    
 NK0139* NAVD 88     -       264.112  (meters)     866.51   (feet)  ADJUSTED  
 NK0139  ___________________________________________________________________
 NK0139  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 NK0139  DYNAMIC HT  -         264.013 (meters)     866.18  (feet)  COMP
 NK0139  MODELED GRAV-     980,238.1   (mgal)                       NAVD 88
 NK0139
 NK0139  VERT ORDER  -  SECOND    CLASS 0
 NK0139
 NK0139.The horizontal coordinates were scaled from a topographic map and have
 NK0139.an estimated accuracy of +/- 6 seconds.
 NK0139
 NK0139.The orthometric height was determined by differential leveling
 NK0139.and adjusted by the National Geodetic Survey in June 1991..
 NK0139
 NK0139.The geoid height was determined by GEOID03.
 NK0139
 NK0139.The dynamic height is computed by dividing the NAVD 88
 NK0139.geopotential number by the normal gravity value computed on the
 NK0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0139.degrees latitude (g = 980.6199 gals.).
 NK0139
 NK0139.The modeled gravity was interpolated from observed gravity values.
 NK0139
 NK0139;                    North         East    Units  Estimated Accuracy
 NK0139;SPC IA N     - 1,058,830.    1,553,690.      MT  (+/- 180 meters Scaled)
 NK0139
 NK0139                          SUPERSEDED SURVEY CONTROL
 NK0139
 NK0139  NGVD 29 (??/??/92)  264.096  (m)          866.46   (f) ADJ UNCH    2 0
 NK0139
 NK0139.Superseded values are not recommended for survey control.
 NK0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0139.See file dsdata.txt to determine how the superseded data were derived.
 NK0139
 NK0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG122528(NAD 83)
 NK0139_MARKER: DB = BENCH MARK DISK
 NK0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0139_SP_SET: CULVERT
 NK0139_STAMPING: C 83 1934
 NK0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0139
 NK0139  HISTORY     - Date     Condition        Report By
 NK0139  HISTORY     - 1934     MONUMENTED       CGS
 NK0139
 NK0139                          STATION DESCRIPTION
 NK0139
 NK0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0139'4.5 MI SE FROM MARSHALLTOWN.
 NK0139'5.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0139'FROM THE CITY HALL AT MARSHALLTOWN, MARSHALL COUNTY, 2 POLES
 NK0139'NORTHWEST OF MILEPOST 148, AT 2-FOOT CAST-IRON PIPE CULVERT 450,
 NK0139'IN THE NORTHWEST END OF THE SOUTHWEST STONE HEADWALL, 18 FEET
 NK0139'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET
 NK0139'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED C 83 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0003 ***********************************************************************
 MH0003  DESIGNATION -  C 84
 MH0003  PID         -  MH0003
 MH0003  STATE/COUNTY-  IA/BENTON
 MH0003  USGS QUAD   -  KEYSTONE SOUTH (1965)
 MH0003
 MH0003                         *CURRENT SURVEY CONTROL
 MH0003  ___________________________________________________________________
 MH0003* NAD 83(1986)-  41 53 49.     (N)    092 13 39.     (W)     SCALED    
 MH0003* NAVD 88     -       250.482  (meters)     821.79   (feet)  ADJUSTED  
 MH0003  ___________________________________________________________________
 MH0003  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 MH0003  DYNAMIC HT  -         250.391 (meters)     821.49  (feet)  COMP
 MH0003  MODELED GRAV-     980,254.1   (mgal)                       NAVD 88
 MH0003
 MH0003  VERT ORDER  -  SECOND    CLASS 0
 MH0003
 MH0003.The horizontal coordinates were scaled from a topographic map and have
 MH0003.an estimated accuracy of +/- 6 seconds.
 MH0003
 MH0003.The orthometric height was determined by differential leveling
 MH0003.and adjusted by the National Geodetic Survey in June 1991..
 MH0003
 MH0003.The geoid height was determined by GEOID03.
 MH0003
 MH0003.The dynamic height is computed by dividing the NAVD 88
 MH0003.geopotential number by the normal gravity value computed on the
 MH0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0003.degrees latitude (g = 980.6199 gals.).
 MH0003
 MH0003.The modeled gravity was interpolated from observed gravity values.
 MH0003
 MH0003;                    North         East    Units  Estimated Accuracy
 MH0003;SPC IA N     - 1,044,890.    1,605,600.      MT  (+/- 180 meters Scaled)
 MH0003
 MH0003                          SUPERSEDED SURVEY CONTROL
 MH0003
 MH0003  NGVD 29 (??/??/92)  250.483  (m)          821.79   (f) ADJ UNCH    2 0
 MH0003
 MH0003.Superseded values are not recommended for survey control.
 MH0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0003.See file dsdata.txt to determine how the superseded data were derived.
 MH0003
 MH0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG640386(NAD 83)
 MH0003_MARKER: DB = BENCH MARK DISK
 MH0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0003_SP_SET: BRIDGE
 MH0003_STAMPING: C 84 1934
 MH0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0003
 MH0003  HISTORY     - Date     Condition        Report By
 MH0003  HISTORY     - 1934     MONUMENTED       CGS
 MH0003  HISTORY     - 20040811 MARK NOT FOUND   GEOCAC
 MH0003
 MH0003                          STATION DESCRIPTION
 MH0003
 MH0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0003'2.6 MI E FROM BELLE PLAINE.
 MH0003'2.6 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MH0003'THE PUBLIC LIBRARY AT BELLE PLAINE, BENTON COUNTY, 4 POLES
 MH0003'EAST OF MILEPOST 114, AT OVERHEAD BRIDGE 337, IN THE NORTH END
 MH0003'OF THE EAST CONCRETE ABUTMENT, 11 FEET NORTH OF THE CENTERLINE
 MH0003'OF THE NORTH TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A
 MH0003'STANDARD DISK, STAMPED C 84 1934.
 MH0003
 MH0003                          STATION RECOVERY (2004)
 MH0003
 MH0003'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0003'CONCRETE ON THE ABUTMENT IS IN POOR CONDITION WITH SOME PARTS MISSING,
 MH0003'INCLUDING THE DESCRIBED LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0615 ***********************************************************************
 MG0615  DESIGNATION -  C 85
 MG0615  PID         -  MG0615
 MG0615  STATE/COUNTY-  IA/BENTON
 MG0615  USGS QUAD   -  FAIRFAX (1993)
 MG0615
 MG0615                         *CURRENT SURVEY CONTROL
 MG0615  ___________________________________________________________________
 MG0615* NAD 83(1986)-  41 52 41.     (N)    091 50 01.     (W)     SCALED    
 MG0615* NAVD 88     -       243.678  (meters)     799.47   (feet)  ADJUSTED  
 MG0615  ___________________________________________________________________
 MG0615  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 MG0615  DYNAMIC HT  -         243.589 (meters)     799.17  (feet)  COMP
 MG0615  MODELED GRAV-     980,249.8   (mgal)                       NAVD 88
 MG0615
 MG0615  VERT ORDER  -  SECOND    CLASS 0
 MG0615
 MG0615.The horizontal coordinates were scaled from a topographic map and have
 MG0615.an estimated accuracy of +/- 6 seconds.
 MG0615
 MG0615.The orthometric height was determined by differential leveling
 MG0615.and adjusted by the National Geodetic Survey in June 1991..
 MG0615
 MG0615.The geoid height was determined by GEOID03.
 MG0615
 MG0615.The dynamic height is computed by dividing the NAVD 88
 MG0615.geopotential number by the normal gravity value computed on the
 MG0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0615.degrees latitude (g = 980.6199 gals.).
 MG0615
 MG0615.The modeled gravity was interpolated from observed gravity values.
 MG0615
 MG0615;                    North         East    Units  Estimated Accuracy
 MG0615;SPC IA N     - 1,043,360.    1,638,320.      MT  (+/- 180 meters Scaled)
 MG0615
 MG0615                          SUPERSEDED SURVEY CONTROL
 MG0615
 MG0615  NGVD 29 (??/??/92)  243.690  (m)          799.51   (f) ADJ UNCH    2 0
 MG0615
 MG0615.Superseded values are not recommended for survey control.
 MG0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0615.See file dsdata.txt to determine how the superseded data were derived.
 MG0615
 MG0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG967368(NAD 83)
 MG0615_MARKER: DB = BENCH MARK DISK
 MG0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0615_STAMPING: C 85 1934
 MG0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0615+STABILITY: SURFACE MOTION
 MG0615
 MG0615  HISTORY     - Date     Condition        Report By
 MG0615  HISTORY     - 1934     MONUMENTED       CGS
 MG0615  HISTORY     - 1968     GOOD             NGS
 MG0615  HISTORY     - 19991028 MARK NOT FOUND   NGS
 MG0615  HISTORY     - 19991210 MARK NOT FOUND   AERSVC
 MG0615
 MG0615                          STATION DESCRIPTION
 MG0615
 MG0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0615'AT WALFORD.
 MG0615'AT WALFORD, BENTON COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0615'AND PACIFIC RAILROAD, 22 FEET EAST OF THE NORTHEAST CORNER OF
 MG0615'THE STATION, 5 POLES WEST OF MILEPOST 74, 20 FEET SOUTH OF THE
 MG0615'CENTERLINE OF THE TRACK, AND LEVEL WITH THE RAIL.  A STANDARD
 MG0615'DISK, STAMPED C 85 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MG0615
 MG0615                          STATION RECOVERY (1968)
 MG0615
 MG0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MG0615'RECOVERED IN GOOD CONDITION.
 MG0615
 MG0615                          STATION RECOVERY (1999)
 MG0615
 MG0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 MG0615'NOT FOUND.
 MG0615
 MG0615                          STATION RECOVERY (1999)
 MG0615
 MG0615'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 1999 (BS)
 MG0615'THE RR STATION NO LONGER EXIST.  THERE ARE FAIRLY NEW BUILDINGS NEAR
 MG0615'THE EXISTING RAIL LINE THAT GOES THROUGH TOWN.  THERE IS MORE THAN A
 MG0615'GOOD CHANCE THAT THIS POINT HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0070 ***********************************************************************
 MH0070  DESIGNATION -  C 86
 MH0070  PID         -  MH0070
 MH0070  STATE/COUNTY-  IA/KEOKUK
 MH0070  USGS QUAD   -  SOUTH ENGLISH (1965)
 MH0070
 MH0070                         *CURRENT SURVEY CONTROL
 MH0070  ___________________________________________________________________
 MH0070* NAD 83(1986)-  41 28 27.     (N)    092 06 01.     (W)     SCALED    
 MH0070* NAVD 88     -       226.591  (meters)     743.41   (feet)  ADJUSTED  
 MH0070  ___________________________________________________________________
 MH0070  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 MH0070  DYNAMIC HT  -         226.499 (meters)     743.11  (feet)  COMP
 MH0070  MODELED GRAV-     980,212.7   (mgal)                       NAVD 88
 MH0070
 MH0070  VERT ORDER  -  SECOND    CLASS 0
 MH0070
 MH0070.The horizontal coordinates were scaled from a topographic map and have
 MH0070.an estimated accuracy of +/- 6 seconds.
 MH0070
 MH0070.The orthometric height was determined by differential leveling
 MH0070.and adjusted by the National Geodetic Survey in June 1991..
 MH0070
 MH0070.The geoid height was determined by GEOID03.
 MH0070
 MH0070.The dynamic height is computed by dividing the NAVD 88
 MH0070.geopotential number by the normal gravity value computed on the
 MH0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0070.degrees latitude (g = 980.6199 gals.).
 MH0070
 MH0070.The modeled gravity was interpolated from observed gravity values.
 MH0070
 MH0070;                    North         East    Units  Estimated Accuracy
 MH0070;SPC IA S     -   164,650.      616,910.      MT  (+/- 180 meters Scaled)
 MH0070
 MH0070                          SUPERSEDED SURVEY CONTROL
 MH0070
 MH0070  NGVD 29 (??/??/92)  226.623  (m)          743.51   (f) ADJ UNCH    2 0
 MH0070
 MH0070.Superseded values are not recommended for survey control.
 MH0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0070.See file dsdata.txt to determine how the superseded data were derived.
 MH0070
 MH0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF751917(NAD 83)
 MH0070_MARKER: DB = BENCH MARK DISK
 MH0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0070_STAMPING: C 86 1934
 MH0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0070+STABILITY: SURFACE MOTION
 MH0070
 MH0070  HISTORY     - Date     Condition        Report By
 MH0070  HISTORY     - 1934     MONUMENTED       CGS
 MH0070  HISTORY     - 1981     GOOD             NGS
 MH0070
 MH0070                          STATION DESCRIPTION
 MH0070
 MH0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0070'3.3 MI SW FROM NORTH ENGLISH.
 MH0070'IN KEOKUK COUNTY, 3.3 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE,
 MH0070'ST. PAUL AND PACIFIC RAILROAD FROM THE CITY HALL AT NORTH ENGLISH,
 MH0070'IOWA COUNTY, 11 POLES SOUTHWEST OF MILEPOST 37, 4 POLES SOUTHWEST
 MH0070'OF A PUBLIC-ROAD CROSSING, NEAR THE END OF A CURVE, 44 FEET EAST
 MH0070'OF THE CENTERLINE OF THE TRACK, 9 FEET EAST OF A TELEGRAPH POLE,
 MH0070'1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE RAIL.
 MH0070'A STANDARD DISK, STAMPED C 86 1934 AND SET IN THE TOP OF A CONCRETE
 MH0070'POST.
 MH0070
 MH0070                          STATION RECOVERY (1981)
 MH0070
 MH0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MH0070'5.15 KM (3.2 MI) SOUTHERLY ALONG STATE HIGHWAY 149 FROM THE POST
 MH0070'OFFICE AT NORTH ENGLISH, THENCE 0.40 KM (0.25 MI) WEST ALONG A
 MH0070'GRAVELED ROAD TO AN OLD RAILROAD GRADE AND THE MARK ON THE LEFT ABOUT
 MH0070'175 M (575 FT) SOUTH OF THE ROAD AND ALONG A FENCILINE , 0.3 M (1 FT)
 MH0070'WEST FROM THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0162 ***********************************************************************
 MH0162  DESIGNATION -  C 88
 MH0162  PID         -  MH0162
 MH0162  STATE/COUNTY-  IA/JASPER
 MH0162  USGS QUAD   -  NEWBURG (1980)
 MH0162
 MH0162                         *CURRENT SURVEY CONTROL
 MH0162  ___________________________________________________________________
 MH0162* NAD 83(1986)-  41 49 00.     (N)    092 46 28.     (W)     SCALED    
 MH0162* NAVD 88     -       315.666  (meters)    1035.65   (feet)  ADJUSTED  
 MH0162  ___________________________________________________________________
 MH0162  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MH0162  DYNAMIC HT  -         315.542 (meters)    1035.24  (feet)  COMP
 MH0162  MODELED GRAV-     980,220.9   (mgal)                       NAVD 88
 MH0162
 MH0162  VERT ORDER  -  SECOND    CLASS 0
 MH0162
 MH0162.The horizontal coordinates were scaled from a topographic map and have
 MH0162.an estimated accuracy of +/- 6 seconds.
 MH0162
 MH0162.The orthometric height was determined by differential leveling
 MH0162.and adjusted by the National Geodetic Survey in June 1991..
 MH0162
 MH0162.The geoid height was determined by GEOID03.
 MH0162
 MH0162.The dynamic height is computed by dividing the NAVD 88
 MH0162.geopotential number by the normal gravity value computed on the
 MH0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0162.degrees latitude (g = 980.6199 gals.).
 MH0162
 MH0162.The modeled gravity was interpolated from observed gravity values.
 MH0162
 MH0162;                    North         East    Units  Estimated Accuracy
 MH0162;SPC IA S     -   202,000.      560,290.      MT  (+/- 180 meters Scaled)
 MH0162
 MH0162                          SUPERSEDED SURVEY CONTROL
 MH0162
 MH0162  NGVD 29 (??/??/92)  315.642  (m)         1035.57   (f) ADJ UNCH    2 0
 MH0162
 MH0162.Superseded values are not recommended for survey control.
 MH0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0162.See file dsdata.txt to determine how the superseded data were derived.
 MH0162
 MH0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG187294(NAD 83)
 MH0162_MARKER: DB = BENCH MARK DISK
 MH0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0162_SP_SET: BUILDING
 MH0162_STAMPING: C 88 1934
 MH0162_MARK LOGO: CGS   
 MH0162_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0162
 MH0162  HISTORY     - Date     Condition        Report By
 MH0162  HISTORY     - 1934     MONUMENTED       CGS
 MH0162  HISTORY     - 19900921 MARK NOT FOUND   LOCENG
 MH0162
 MH0162                          STATION DESCRIPTION
 MH0162
 MH0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0162'AT NEWBURG.
 MH0162'AT NEWBURG, JASPER COUNTY, EAST OF THE MINNEAPOLIS AND ST. LOUIS
 MH0162'RAILROAD STATION, AT THE NEWBURG ELEVATOR CO. OFFICE, IN THE
 MH0162'NORTHWEST CORNER OF THE BRICK BUILDING, AND 3 FEET ABOVE GROUND.
 MH0162'A STANDARD DISK, STAMPED C 88 1934 AND SET VERTICALLY.
 MH0162
 MH0162                          STATION RECOVERY (1990)
 MH0162
 MH0162'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 MH0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0806 ***********************************************************************
 MH0806  DESIGNATION -  C 88 RESET
 MH0806  PID         -  MH0806
 MH0806  STATE/COUNTY-  IA/JASPER
 MH0806  USGS QUAD   -  NEWBURG (1980)
 MH0806
 MH0806                         *CURRENT SURVEY CONTROL
 MH0806  ___________________________________________________________________
 MH0806* NAD 83(1986)-  41 49 00.     (N)    092 46 28.     (W)     SCALED    
 MH0806* NAVD 88     -       315.66   (meters)    1035.6    (feet)  RESET     
 MH0806  ___________________________________________________________________
 MH0806  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MH0806
 MH0806  VERT ORDER  -  THIRD
 MH0806
 MH0806.The horizontal coordinates were scaled from a topographic map and have
 MH0806.an estimated accuracy of +/- 6 seconds.
 MH0806
 MH0806.The orthometric height was computed from unverified reset data.
 MH0806
 MH0806.The geoid height was determined by GEOID03.
 MH0806
 MH0806;                    North         East    Units  Estimated Accuracy
 MH0806;SPC IA S     -   202,000.      560,290.      MT  (+/- 180 meters Scaled)
 MH0806
 MH0806                          SUPERSEDED SURVEY CONTROL
 MH0806
 MH0806  NGVD 29 (05/12/04)  315.64   (m)         1035.6    (f) RESET       3  
 MH0806
 MH0806.Superseded values are not recommended for survey control.
 MH0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0806.See file dsdata.txt to determine how the superseded data were derived.
 MH0806
 MH0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG187294(NAD 83)
 MH0806_MARKER: DB = BENCH MARK DISK
 MH0806_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MH0806_SP_SET: FOOTING
 MH0806_STAMPING: C 88 1934
 MH0806_MARK LOGO: CGS   
 MH0806_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0806+STABILITY: SURFACE MOTION
 MH0806
 MH0806  HISTORY     - Date     Condition        Report By
 MH0806  HISTORY     - 1990     MONUMENTED       LOCENG
 MH0806
 MH0806                          STATION DESCRIPTION
 MH0806
 MH0806'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 MH0806'IN NEWBURG, EAST OF MINNEAPOLIS AND ST. LOUIS RAILROAD STATION AT THE
 MH0806'NEWBURG ELEVATOR COMPANY OFFICE, IN THE NORTHWEST CORNER OF BRICK
 MH0806'BUILDING, TOP OF PVC PIPE IS 7.4 FOOT (2.3 M) ABOVE FOOTING AND 1.4
 MH0806'FOOT (0.4 M) ABOVE FIRST FLOOR ELEVATOR OF NEW ELEVATOR COMPANY
 MH0806'OFFICE.  NOTE--C 88 1934 DISK WAS USED AS RESET, BUT NOT STAMPED
 MH0806'RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0241 ***********************************************************************
 LF0241  DESIGNATION -  C 9
 LF0241  PID         -  LF0241
 LF0241  STATE/COUNTY-  IA/PAGE
 LF0241  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF0241
 LF0241                         *CURRENT SURVEY CONTROL
 LF0241  ___________________________________________________________________
 LF0241* NAD 83(1986)-  40 45 55.     (N)    095 22 34.     (W)     SCALED    
 LF0241* NAVD 88     -       299.784  (meters)     983.54   (feet)  ADJUSTED  
 LF0241  ___________________________________________________________________
 LF0241  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LF0241  DYNAMIC HT  -         299.623 (meters)     983.01  (feet)  COMP
 LF0241  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 LF0241
 LF0241  VERT ORDER  -  FIRST     CLASS II
 LF0241
 LF0241.The horizontal coordinates were scaled from a topographic map and have
 LF0241.an estimated accuracy of +/- 6 seconds.
 LF0241
 LF0241.The orthometric height was determined by differential leveling
 LF0241.and adjusted by the National Geodetic Survey in June 1991..
 LF0241
 LF0241.The geoid height was determined by GEOID03.
 LF0241
 LF0241.The dynamic height is computed by dividing the NAVD 88
 LF0241.geopotential number by the normal gravity value computed on the
 LF0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0241.degrees latitude (g = 980.6199 gals.).
 LF0241
 LF0241.The modeled gravity was interpolated from observed gravity values.
 LF0241
 LF0241;                    North         East    Units  Estimated Accuracy
 LF0241;SPC IA S     -    86,690.      341,610.      MT  (+/- 180 meters Scaled)
 LF0241
 LF0241                          SUPERSEDED SURVEY CONTROL
 LF0241
 LF0241  NGVD 29 (??/??/92)  299.668  (m)          983.16   (f) ADJ UNCH    1 2
 LF0241
 LF0241.Superseded values are not recommended for survey control.
 LF0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0241.See file dsdata.txt to determine how the superseded data were derived.
 LF0241
 LF0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF994154(NAD 83)
 LF0241_MARKER: DB = BENCH MARK DISK
 LF0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0241_SP_SET: WALL
 LF0241_STAMPING: C 9 1933
 LF0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0241
 LF0241  HISTORY     - Date     Condition        Report By
 LF0241  HISTORY     - 1933     MONUMENTED       CGS
 LF0241  HISTORY     - 1935     GOOD             NGS
 LF0241
 LF0241                          STATION DESCRIPTION
 LF0241
 LF0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LF0241'AT SHENANDOAH.
 LF0241'AT SHENANDOAH, PAGE COUNTY, IN THE WEST WALL OF THE CHICAGO,
 LF0241'BURLINGTON AND QUINCY RAILROAD STATION, 15 FEET NORTH OF THE
 LF0241'SOUTHWEST CORNER, 4 FEET SOUTH OF THE WEST ENTRANCE TO THE
 LF0241'WAITING ROOM, AND 4 FEET HIGHER THAN THE WALK.  A STANDARD
 LF0241'DISK, STAMPED C 9 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0195 ***********************************************************************
 NL0195  DESIGNATION -  C 90
 NL0195  PID         -  NL0195
 NL0195  STATE/COUNTY-  IA/CARROLL
 NL0195  USGS QUAD   -  CARROLL WEST (1980)
 NL0195
 NL0195                         *CURRENT SURVEY CONTROL
 NL0195  ___________________________________________________________________
 NL0195* NAD 83(1986)-  42 02 59.     (N)    094 57 28.     (W)     SCALED    
 NL0195* NAVD 88     -       419.389  (meters)    1375.95   (feet)  ADJUSTED  
 NL0195  ___________________________________________________________________
 NL0195  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 NL0195  DYNAMIC HT  -         419.209 (meters)    1375.35  (feet)  COMP
 NL0195  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 NL0195
 NL0195  VERT ORDER  -  SECOND    CLASS 0
 NL0195
 NL0195.The horizontal coordinates were scaled from a topographic map and have
 NL0195.an estimated accuracy of +/- 6 seconds.
 NL0195
 NL0195.The orthometric height was determined by differential leveling
 NL0195.and adjusted by the National Geodetic Survey in June 1991..
 NL0195
 NL0195.The geoid height was determined by GEOID03.
 NL0195
 NL0195.The dynamic height is computed by dividing the NAVD 88
 NL0195.geopotential number by the normal gravity value computed on the
 NL0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0195.degrees latitude (g = 980.6199 gals.).
 NL0195
 NL0195.The modeled gravity was interpolated from observed gravity values.
 NL0195
 NL0195;                    North         East    Units  Estimated Accuracy
 NL0195;SPC IA N     - 1,062,100.    1,379,320.      MT  (+/- 180 meters Scaled)
 NL0195
 NL0195                          SUPERSEDED SURVEY CONTROL
 NL0195
 NL0195  NGVD 29 (??/??/92)  419.269  (m)         1375.55   (f) ADJ UNCH    2 0
 NL0195
 NL0195.Superseded values are not recommended for survey control.
 NL0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0195.See file dsdata.txt to determine how the superseded data were derived.
 NL0195
 NL0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG379571(NAD 83)
 NL0195_MARKER: DB = BENCH MARK DISK
 NL0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0195_STAMPING: C 90 1935
 NL0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0195+STABILITY: SURFACE MOTION
 NL0195
 NL0195  HISTORY     - Date     Condition        Report By
 NL0195  HISTORY     - 1935     MONUMENTED       CGS
 NL0195  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0195
 NL0195                          STATION DESCRIPTION
 NL0195
 NL0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0195'3.2 MI NE FROM HALBUR.
 NL0195'3.2 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0195'FROM THE STATION AT HALBUR, CARROLL COUNTY, 500 FEET SOUTHWEST
 NL0195'OF AN UNDERPASS, SOUTHWEST OF A POWERLINE POLE, AT A ROAD
 NL0195'CROSSING, 27 FEET WEST OF THE CENTERLINE OF THE ROAD, 18 FEET
 NL0195'SOUTHEAST OF THE CENTERLINE OF THE TRACK, AT CULVERT 2319, AND
 NL0195'ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NL0195'C 90 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NL0195
 NL0195                          STATION RECOVERY (1975)
 NL0195
 NL0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0348 ***********************************************************************
 MJ0348  DESIGNATION -  C 91
 MJ0348  PID         -  MJ0348
 MJ0348  STATE/COUNTY-  IA/CRAWFORD
 MJ0348  USGS QUAD   -  DOW CITY (1971)
 MJ0348
 MJ0348                         *CURRENT SURVEY CONTROL
 MJ0348  ___________________________________________________________________
 MJ0348* NAD 83(1986)-  41 58 45.     (N)    095 29 41.     (W)     SCALED    
 MJ0348* NAVD 88     -       357.594  (meters)    1173.21   (feet)  ADJUSTED  
 MJ0348  ___________________________________________________________________
 MJ0348  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 MJ0348  DYNAMIC HT  -         357.443 (meters)    1172.71  (feet)  COMP
 MJ0348  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 MJ0348
 MJ0348  VERT ORDER  -  SECOND    CLASS 0
 MJ0348
 MJ0348.The horizontal coordinates were scaled from a topographic map and have
 MJ0348.an estimated accuracy of +/- 6 seconds.
 MJ0348
 MJ0348.The orthometric height was determined by differential leveling
 MJ0348.and adjusted by the National Geodetic Survey in June 1991..
 MJ0348
 MJ0348.The geoid height was determined by GEOID03.
 MJ0348
 MJ0348.The dynamic height is computed by dividing the NAVD 88
 MJ0348.geopotential number by the normal gravity value computed on the
 MJ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0348.degrees latitude (g = 980.6199 gals.).
 MJ0348
 MJ0348.The modeled gravity was interpolated from observed gravity values.
 MJ0348
 MJ0348;                    North         East    Units  Estimated Accuracy
 MJ0348;SPC IA N     - 1,055,180.    1,334,690.      MT  (+/- 180 meters Scaled)
 MJ0348
 MJ0348                          SUPERSEDED SURVEY CONTROL
 MJ0348
 MJ0348  NGVD 29 (??/??/92)  357.460  (m)         1172.77   (f) ADJ UNCH    2 0
 MJ0348
 MJ0348.Superseded values are not recommended for survey control.
 MJ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0348.See file dsdata.txt to determine how the superseded data were derived.
 MJ0348
 MJ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG933504(NAD 83)
 MJ0348_MARKER: DB = BENCH MARK DISK
 MJ0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0348_STAMPING: C 91 1935
 MJ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0348+STABILITY: SURFACE MOTION
 MJ0348
 MJ0348  HISTORY     - Date     Condition        Report By
 MJ0348  HISTORY     - 1935     MONUMENTED       CGS
 MJ0348  HISTORY     - 1971     GOOD             USGS
 MJ0348
 MJ0348                          STATION DESCRIPTION
 MJ0348
 MJ0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0348'3.8 MI NW FROM ARION.
 MJ0348'3.8 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0348'PACIFIC RAILROAD FROM THE STATION AT ARION, CRAWFORD COUNTY,
 MJ0348'7-1/2 POLES SOUTH OF MILEPOST 18, AT THE CROSSING OF AN
 MJ0348'EAST-AND-WEST ROAD, 47 FEET EAST OF THE CENTERLINE OF THE TRACK,
 MJ0348'23 FEET NORTH OF THE CENTERLINE OF THE ROAD, 4 FEET NORTHWEST OF THE
 MJ0348'RIGHT-OF-WAY FENCE CORNER, AND 1-1/2 FEET LOWER THAN THE TRACK.
 MJ0348'A STANDARD DISK, STAMPED C 91 1935 AND SET IN THE TOP OF A CONCRETE
 MJ0348'POST.
 MJ0348
 MJ0348                          STATION RECOVERY (1971)
 MJ0348
 MJ0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MJ0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0333 ***********************************************************************
 NM0333  DESIGNATION -  C 92
 NM0333  PID         -  NM0333
 NM0333  STATE/COUNTY-  IA/MONONA
 NM0333  USGS QUAD   -  ONAWA (1969)
 NM0333
 NM0333                         *CURRENT SURVEY CONTROL
 NM0333  ___________________________________________________________________
 NM0333* NAD 83(1986)-  42 05 42.     (N)    096 00 58.     (W)     SCALED    
 NM0333* NAVD 88     -       319.934  (meters)    1049.65   (feet)  ADJUSTED  
 NM0333  ___________________________________________________________________
 NM0333  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 NM0333  DYNAMIC HT  -         319.817 (meters)    1049.27  (feet)  COMP
 NM0333  MODELED GRAV-     980,246.6   (mgal)                       NAVD 88
 NM0333
 NM0333  VERT ORDER  -  SECOND    CLASS 0
 NM0333
 NM0333.The horizontal coordinates were scaled from a topographic map and have
 NM0333.an estimated accuracy of +/- 6 seconds.
 NM0333
 NM0333.The orthometric height was determined by differential leveling
 NM0333.and adjusted by the National Geodetic Survey in June 1991..
 NM0333.WARNING-Repeat measurements at this control monument indicate possible
 NM0333.vertical movement.
 NM0333
 NM0333.The geoid height was determined by GEOID03.
 NM0333
 NM0333.The dynamic height is computed by dividing the NAVD 88
 NM0333.geopotential number by the normal gravity value computed on the
 NM0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0333.degrees latitude (g = 980.6199 gals.).
 NM0333
 NM0333.The modeled gravity was interpolated from observed gravity values.
 NM0333
 NM0333;                    North         East    Units  Estimated Accuracy
 NM0333;SPC IA N     - 1,069,190.    1,291,880.      MT  (+/- 180 meters Scaled)
 NM0333
 NM0333                          SUPERSEDED SURVEY CONTROL
 NM0333
 NM0333  NGVD 29 (??/??/92)  319.786  (m)         1049.16   (f) ADJ UNCH    2 0
 NM0333
 NM0333.Superseded values are not recommended for survey control.
 NM0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0333.See file dsdata.txt to determine how the superseded data were derived.
 NM0333
 NM0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM467646(NAD 83)
 NM0333_MARKER: DB = BENCH MARK DISK
 NM0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0333_STAMPING: C 92 1935
 NM0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0333+STABILITY: SURFACE MOTION
 NM0333
 NM0333  HISTORY     - Date     Condition        Report By
 NM0333  HISTORY     - 1935     MONUMENTED       CGS
 NM0333  HISTORY     - 1949     GOOD             NGS
 NM0333  HISTORY     - 1969     GOOD             USGS
 NM0333
 NM0333                          STATION DESCRIPTION
 NM0333
 NM0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0333'0.2 MI S FROM KENNEBEC.
 NM0333'0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE STATION AT
 NM0333'KENNEBEC, AT THE JUNCTION OF A GRADED DIRT ROAD LEADING WEST,
 NM0333'255 FEET NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 NM0333'NORTHEAST, 230 FEET NORTH OF THE CENTER LINE OF A GRADED DIRT
 NM0333'ROAD LEADING WEST, 48 FEET NORTHWEST OF THE CENTER LINE OF AN
 NM0333'ABANDONED RAILROAD GRADE, 47.7 FEET WEST OF A REFERENCE POST,
 NM0333'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 NM0333'ABOVE THE GROUND.  NOTE-- THE MARK IS 5-1/2 POLES SOUTHWEST OF
 NM0333'KENNEBEC STATION.
 NM0333
 NM0333                          STATION RECOVERY (1969)
 NM0333
 NM0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0281 ***********************************************************************
 NL0281  DESIGNATION -  C 93
 NL0281  PID         -  NL0281
 NL0281  STATE/COUNTY-  IA/SAC
 NL0281  USGS QUAD   -  SAC CITY WEST (1980)
 NL0281
 NL0281                         *CURRENT SURVEY CONTROL
 NL0281  ___________________________________________________________________
 NL0281* NAD 83(1986)-  42 24 00.     (N)    095 00 52.     (W)     SCALED    
 NL0281* NAVD 88     -       391.607  (meters)    1284.80   (feet)  ADJUSTED  
 NL0281  ___________________________________________________________________
 NL0281  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 NL0281  DYNAMIC HT  -         391.465 (meters)    1284.33  (feet)  COMP
 NL0281  MODELED GRAV-     980,247.5   (mgal)                       NAVD 88
 NL0281
 NL0281  VERT ORDER  -  SECOND    CLASS 0
 NL0281
 NL0281.The horizontal coordinates were scaled from a topographic map and have
 NL0281.an estimated accuracy of +/- 6 seconds.
 NL0281
 NL0281.The orthometric height was determined by differential leveling
 NL0281.and adjusted by the National Geodetic Survey in June 1991..
 NL0281
 NL0281.The geoid height was determined by GEOID03.
 NL0281
 NL0281.The dynamic height is computed by dividing the NAVD 88
 NL0281.geopotential number by the normal gravity value computed on the
 NL0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0281.degrees latitude (g = 980.6199 gals.).
 NL0281
 NL0281.The modeled gravity was interpolated from observed gravity values.
 NL0281
 NL0281;                    North         East    Units  Estimated Accuracy
 NL0281;SPC IA N     - 1,101,090.    1,375,330.      MT  (+/- 180 meters Scaled)
 NL0281
 NL0281                          SUPERSEDED SURVEY CONTROL
 NL0281
 NL0281  NGVD 29 (??/??/92)  391.509  (m)         1284.48   (f) ADJ UNCH    2 0
 NL0281
 NL0281.Superseded values are not recommended for survey control.
 NL0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0281.See file dsdata.txt to determine how the superseded data were derived.
 NL0281
 NL0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG342961(NAD 83)
 NL0281_MARKER: DB = BENCH MARK DISK
 NL0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0281_STAMPING: C 93 1935
 NL0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0281+STABILITY: SURFACE MOTION
 NL0281
 NL0281  HISTORY     - Date     Condition        Report By
 NL0281  HISTORY     - 1935     MONUMENTED       CGS
 NL0281  HISTORY     - 1943     GOOD             NGS
 NL0281
 NL0281                          STATION DESCRIPTION
 NL0281
 NL0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0281'1.8 MI S FROM SAC CITY.
 NL0281'1.8 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0281'FROM THE STATION AT SAC CITY, SAC COUNTY, AT A ROAD CROSSING,
 NL0281'54 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 48 FEET EAST OF
 NL0281'THE CENTERLINE OF THE TRACK, 12 FEET SOUTH OF A FENCE CORNER,
 NL0281'1 FOOT WEST OF THE FENCE LINE, AND 4 FEET LOWER THAN THE TRACK.
 NL0281'A STANDARD DISK, STAMPED C 93 1935 AND SET IN THE TOP OF A
 NL0281'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0325 ***********************************************************************
 NL0325  DESIGNATION -  C 94
 NL0325  PID         -  NL0325
 NL0325  STATE/COUNTY-  IA/SAC
 NL0325  USGS QUAD   -  BOYER (1980)
 NL0325
 NL0325                         *CURRENT SURVEY CONTROL
 NL0325  ___________________________________________________________________
 NL0325* NAD 83(1986)-  42 12 40.     (N)    095 11 51.     (W)     SCALED    
 NL0325* NAVD 88     -       374.630  (meters)    1229.10   (feet)  ADJUSTED  
 NL0325  ___________________________________________________________________
 NL0325  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 NL0325  DYNAMIC HT  -         374.479 (meters)    1228.60  (feet)  COMP
 NL0325  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 NL0325
 NL0325  VERT ORDER  -  SECOND    CLASS 0
 NL0325
 NL0325.The horizontal coordinates were scaled from a topographic map and have
 NL0325.an estimated accuracy of +/- 6 seconds.
 NL0325
 NL0325.The orthometric height was determined by differential leveling
 NL0325.and adjusted by the National Geodetic Survey in June 1991..
 NL0325
 NL0325.The geoid height was determined by GEOID03.
 NL0325
 NL0325.The dynamic height is computed by dividing the NAVD 88
 NL0325.geopotential number by the normal gravity value computed on the
 NL0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0325.degrees latitude (g = 980.6199 gals.).
 NL0325
 NL0325.The modeled gravity was interpolated from observed gravity values.
 NL0325
 NL0325;                    North         East    Units  Estimated Accuracy
 NL0325;SPC IA N     - 1,080,400.    1,359,840.      MT  (+/- 180 meters Scaled)
 NL0325
 NL0325                          SUPERSEDED SURVEY CONTROL
 NL0325
 NL0325  NGVD 29 (??/??/92)  374.505  (m)         1228.69   (f) ADJ UNCH    2 0
 NL0325
 NL0325.Superseded values are not recommended for survey control.
 NL0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0325.See file dsdata.txt to determine how the superseded data were derived.
 NL0325
 NL0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG186755(NAD 83)
 NL0325_MARKER: DB = BENCH MARK DISK
 NL0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0325_STAMPING: C 94 1935
 NL0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0325+STABILITY: SURFACE MOTION
 NL0325
 NL0325  HISTORY     - Date     Condition        Report By
 NL0325  HISTORY     - 1935     MONUMENTED       CGS
 NL0325  HISTORY     - 1943     GOOD             NGS
 NL0325  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0325
 NL0325                          STATION DESCRIPTION
 NL0325
 NL0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0325'2.3 MI SW FROM HERRING.
 NL0325'2.3 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0325'FROM THE STATION AT HERRING, SAC COUNTY, AT THE SAC-CRAWFORD
 NL0325'COUNTY LINE, 75 FEET NORTH OF CULVERT 20, AT AN EAST AND WEST
 NL0325'ROAD CROSSING, 51 FEET NORTH OF THE CENTERLINE OF THE ROAD, 45
 NL0325'FEET EAST OF THE CENTERLINE OF THE TRACK, 5 FEET WEST AND 11
 NL0325'FEET NORTH OF A RIGHT OF WAY FENCE CORNER, AND 5 FEET LOWER
 NL0325'THAN THE TRACK.  A STANDARD DISK, STAMPED C 94 1935 AND SET IN
 NL0325'THE TOP OF A CONCRETE POST.
 NL0325
 NL0325                          STATION RECOVERY (1975)
 NL0325
 NL0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0425 ***********************************************************************
 NL0425  DESIGNATION -  C 95
 NL0425  PID         -  NL0425
 NL0425  STATE/COUNTY-  IA/MONONA
 NL0425  USGS QUAD   -  UTE (1971)
 NL0425
 NL0425                         *CURRENT SURVEY CONTROL
 NL0425  ___________________________________________________________________
 NL0425* NAD 83(1986)-  42 01 49.     (N)    095 44 23.     (W)     SCALED    
 NL0425* NAVD 88     -       352.230  (meters)    1155.61   (feet)  ADJUSTED  
 NL0425  ___________________________________________________________________
 NL0425  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 NL0425  DYNAMIC HT  -         352.094 (meters)    1155.16  (feet)  COMP
 NL0425  MODELED GRAV-     980,224.1   (mgal)                       NAVD 88
 NL0425
 NL0425  VERT ORDER  -  SECOND    CLASS 0
 NL0425
 NL0425.The horizontal coordinates were scaled from a topographic map and have
 NL0425.an estimated accuracy of +/- 6 seconds.
 NL0425
 NL0425.The orthometric height was determined by differential leveling
 NL0425.and adjusted by the National Geodetic Survey in June 1991..
 NL0425
 NL0425.The geoid height was determined by GEOID03.
 NL0425
 NL0425.The dynamic height is computed by dividing the NAVD 88
 NL0425.geopotential number by the normal gravity value computed on the
 NL0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0425.degrees latitude (g = 980.6199 gals.).
 NL0425
 NL0425.The modeled gravity was interpolated from observed gravity values.
 NL0425
 NL0425;                    North         East    Units  Estimated Accuracy
 NL0425;SPC IA N     - 1,061,360.    1,314,550.      MT  (+/- 180 meters Scaled)
 NL0425
 NL0425                          SUPERSEDED SURVEY CONTROL
 NL0425
 NL0425  NGVD 29 (??/??/92)  352.084  (m)         1155.13   (f) ADJ UNCH    2 0
 NL0425
 NL0425.Superseded values are not recommended for survey control.
 NL0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0425.See file dsdata.txt to determine how the superseded data were derived.
 NL0425
 NL0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG732567(NAD 83)
 NL0425_MARKER: DB = BENCH MARK DISK
 NL0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0425_STAMPING: C 95 1935
 NL0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0425+STABILITY: SURFACE MOTION
 NL0425
 NL0425  HISTORY     - Date     Condition        Report By
 NL0425  HISTORY     - 1935     MONUMENTED       CGS
 NL0425  HISTORY     - 1943     GOOD             NGS
 NL0425
 NL0425                          STATION DESCRIPTION
 NL0425
 NL0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0425'2.1 MI SW FROM UTE.
 NL0425'2.1 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0425'FROM THE STATION AT UTE, 16 FEET SOUTHWEST OF BRIDGE 221, AT A
 NL0425'ROAD CROSSING, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 15 FEET
 NL0425'WEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN THE
 NL0425'TRACK.  A STANDARD DISK, STAMPED C 95 1935 AND SET IN THE TOP OF A
 NL0425'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0310 ***********************************************************************
 MJ0310  DESIGNATION -  C 96
 MJ0310  PID         -  MJ0310
 MJ0310  STATE/COUNTY-  IA/SHELBY
 MJ0310  USGS QUAD   -  DEFIANCE (1971)
 MJ0310
 MJ0310                         *CURRENT SURVEY CONTROL
 MJ0310  ___________________________________________________________________
 MJ0310* NAD 83(1986)-  41 48 22.     (N)    095 21 46.     (W)     SCALED    
 MJ0310* NAVD 88     -       407.122  (meters)    1335.70   (feet)  ADJUSTED  
 MJ0310  ___________________________________________________________________
 MJ0310  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 MJ0310  DYNAMIC HT  -         406.928 (meters)    1335.06  (feet)  COMP
 MJ0310  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 MJ0310
 MJ0310  VERT ORDER  -  SECOND    CLASS 0
 MJ0310
 MJ0310.The horizontal coordinates were scaled from a topographic map and have
 MJ0310.an estimated accuracy of +/- 6 seconds.
 MJ0310
 MJ0310.The orthometric height was determined by differential leveling
 MJ0310.and adjusted by the National Geodetic Survey in June 1991..
 MJ0310
 MJ0310.The geoid height was determined by GEOID03.
 MJ0310
 MJ0310.The dynamic height is computed by dividing the NAVD 88
 MJ0310.geopotential number by the normal gravity value computed on the
 MJ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0310.degrees latitude (g = 980.6199 gals.).
 MJ0310
 MJ0310.The modeled gravity was interpolated from observed gravity values.
 MJ0310
 MJ0310;                    North         East    Units  Estimated Accuracy
 MJ0310;SPC IA S     -   202,230.      345,210.      MT  (+/- 180 meters Scaled)
 MJ0310
 MJ0310                          SUPERSEDED SURVEY CONTROL
 MJ0310
 MJ0310  NGVD 29 (??/??/92)  406.978  (m)         1335.23   (f) ADJ UNCH    2 0
 MJ0310
 MJ0310.Superseded values are not recommended for survey control.
 MJ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0310.See file dsdata.txt to determine how the superseded data were derived.
 MJ0310
 MJ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG037309(NAD 83)
 MJ0310_MARKER: DB = BENCH MARK DISK
 MJ0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0310_SP_SET: BRIDGE
 MJ0310_STAMPING: 1335.119 C 96 1935
 MJ0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0310
 MJ0310  HISTORY     - Date     Condition        Report By
 MJ0310  HISTORY     - 1935     MONUMENTED       CGS
 MJ0310  HISTORY     - 1942     GOOD             NGS
 MJ0310
 MJ0310                          STATION DESCRIPTION
 MJ0310
 MJ0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MJ0310'1.8 MI SW FROM DEFIANCE.
 MJ0310'1.8 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0310'PACIFIC RAILROAD FROM THE STATION AT DEFIANCE, SHELBY COUNTY,
 MJ0310'3.6 MILES NORTHEAST OF THE STATION AT EARLING, 12-1/2 POLES
 MJ0310'SOUTHWEST OF MILEPOST 432, AT 30-FOOT CONCRETE BRIDGE Z 1416 OVER
 MJ0310'AN EAST-AND-WEST ROAD, IN THE TOP OF THE NORTHWEST END OF THE
 MJ0310'SOUTHWEST ABUTMENT, 9 FEET NORTHWEST OF THE CENTERLINE OF THE
 MJ0310'TRACK, AND 1-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 MJ0310'DISK, STAMPED 1335.119 C 96 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0645 ***********************************************************************
 MJ0645  DESIGNATION -  C 97
 MJ0645  PID         -  MJ0645
 MJ0645  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0645  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0645
 MJ0645                         *CURRENT SURVEY CONTROL
 MJ0645  ___________________________________________________________________
 MJ0645* NAD 83(1986)-  41 14 11.     (N)    095 50 49.     (W)     SCALED    
 MJ0645* NAVD 88     -       297.675  (meters)     976.62   (feet)  ADJUSTED  
 MJ0645  ___________________________________________________________________
 MJ0645  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 MJ0645  DYNAMIC HT  -         297.555 (meters)     976.23  (feet)  COMP
 MJ0645  MODELED GRAV-     980,209.8   (mgal)                       NAVD 88
 MJ0645
 MJ0645  VERT ORDER  -  SECOND    CLASS 0
 MJ0645
 MJ0645.The horizontal coordinates were scaled from a topographic map and have
 MJ0645.an estimated accuracy of +/- 6 seconds.
 MJ0645
 MJ0645.The orthometric height was determined by differential leveling
 MJ0645.and adjusted by the National Geodetic Survey in June 1991..
 MJ0645
 MJ0645.The geoid height was determined by GEOID03.
 MJ0645
 MJ0645.The dynamic height is computed by dividing the NAVD 88
 MJ0645.geopotential number by the normal gravity value computed on the
 MJ0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0645.degrees latitude (g = 980.6199 gals.).
 MJ0645
 MJ0645.The modeled gravity was interpolated from observed gravity values.
 MJ0645
 MJ0645;                    North         East    Units  Estimated Accuracy
 MJ0645;SPC IA S     -   139,950.      303,280.      MT  (+/- 180 meters Scaled)
 MJ0645
 MJ0645                          SUPERSEDED SURVEY CONTROL
 MJ0645
 MJ0645  NGVD 29 (??/??/92)  297.565  (m)          976.26   (f) ADJ UNCH    2 0
 MJ0645
 MJ0645.Superseded values are not recommended for survey control.
 MJ0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0645.See file dsdata.txt to determine how the superseded data were derived.
 MJ0645
 MJ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF614689(NAD 83)
 MJ0645_MARKER: DB = BENCH MARK DISK
 MJ0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0645_STAMPING: C 97 1935
 MJ0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0645+STABILITY: SURFACE MOTION
 MJ0645
 MJ0645  HISTORY     - Date     Condition        Report By
 MJ0645  HISTORY     - 1935     MONUMENTED       CGS
 MJ0645  HISTORY     - 1947     GOOD             NGS
 MJ0645
 MJ0645                          STATION DESCRIPTION
 MJ0645
 MJ0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0645'1.8 MI SE FROM COUNCIL BLUFFS.
 MJ0645'1.8 MILES SOUTHEAST ALONG THE WABASH RAILROAD FROM THE UNION
 MJ0645'PACIFIC TRANSFER DEPOT AT COUNCIL BLUFFS, POTTAWATTAMIE COUNTY,
 MJ0645'72 FEET SOUTH AND 7 FEET WEST OF THE SOUTHWEST CORNER OF THE
 MJ0645'EAST SWITCHYARD OFFICE, 105 FEET SOUTH OF THE CENTERLINE OF
 MJ0645'THE SOUTH TRACK, 10 FEET EAST OF A POWER-TRANSMISSION LINE POLE,
 MJ0645'AND 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MJ0645'C 97 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0261 ***********************************************************************
 LF0261  DESIGNATION -  C 98
 LF0261  PID         -  LF0261
 LF0261  STATE/COUNTY-  IA/FREMONT
 LF0261  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF0261
 LF0261                         *CURRENT SURVEY CONTROL
 LF0261  ___________________________________________________________________
 LF0261* NAD 83(1986)-  40 48 23.     (N)    095 24 15.     (W)     SCALED    
 LF0261* NAVD 88     -       324.279  (meters)    1063.91   (feet)  ADJUSTED  
 LF0261  ___________________________________________________________________
 LF0261  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LF0261  DYNAMIC HT  -         324.107 (meters)    1063.34  (feet)  COMP
 LF0261  MODELED GRAV-     980,084.2   (mgal)                       NAVD 88
 LF0261
 LF0261  VERT ORDER  -  SECOND    CLASS 0
 LF0261
 LF0261.The horizontal coordinates were scaled from a topographic map and have
 LF0261.an estimated accuracy of +/- 6 seconds.
 LF0261
 LF0261.The orthometric height was determined by differential leveling
 LF0261.and adjusted by the National Geodetic Survey in June 1991..
 LF0261.WARNING-Repeat measurements at this control monument indicate possible
 LF0261.vertical movement.
 LF0261
 LF0261.The geoid height was determined by GEOID03.
 LF0261
 LF0261.The dynamic height is computed by dividing the NAVD 88
 LF0261.geopotential number by the normal gravity value computed on the
 LF0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0261.degrees latitude (g = 980.6199 gals.).
 LF0261
 LF0261.The modeled gravity was interpolated from observed gravity values.
 LF0261
 LF0261;                    North         East    Units  Estimated Accuracy
 LF0261;SPC IA S     -    91,310.      339,340.      MT  (+/- 180 meters Scaled)
 LF0261
 LF0261                          SUPERSEDED SURVEY CONTROL
 LF0261
 LF0261  NGVD 29 (??/??/92)  324.165  (m)         1063.53   (f) ADJ UNCH    2 0
 LF0261
 LF0261.Superseded values are not recommended for survey control.
 LF0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0261.See file dsdata.txt to determine how the superseded data were derived.
 LF0261
 LF0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF972200(NAD 83)
 LF0261_MARKER: DB = BENCH MARK DISK
 LF0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0261_STAMPING: C 98 1935
 LF0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0261+STABILITY: SURFACE MOTION
 LF0261
 LF0261  HISTORY     - Date     Condition        Report By
 LF0261  HISTORY     - 1935     MONUMENTED       CGS
 LF0261  HISTORY     - 1949     GOOD             NGS
 LF0261
 LF0261                          STATION DESCRIPTION
 LF0261
 LF0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0261'3.3 MI NW FROM SHENANDOAH.
 LF0261'3.3 MILES NORTHWEST ALONG THE WABASH RAILROAD FROM THE STATION
 LF0261'AT SHENANDOAH, AT A ROAD CROSSING, 69 FEET WEST OF THE CENTER
 LF0261'OF THE CROSSING, 42 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 15 FEET
 LF0261'WEST OF A TELEPHONE POLE, 2.0 FEET NORTHWEST OF A WITNESS POST,
 LF0261'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 LF0261'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0444 ***********************************************************************
 MJ0444  DESIGNATION -  C 99
 MJ0444  PID         -  MJ0444
 MJ0444  STATE/COUNTY-  IA/CASS
 MJ0444  USGS QUAD   -  GRISWOLD (1978)
 MJ0444
 MJ0444                         *CURRENT SURVEY CONTROL
 MJ0444  ___________________________________________________________________
 MJ0444* NAD 83(1986)-  41 14 05.     (N)    095 08 22.     (W)     SCALED    
 MJ0444* NAVD 88     -       336.125  (meters)    1102.77   (feet)  ADJUSTED  
 MJ0444  ___________________________________________________________________
 MJ0444  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 MJ0444  DYNAMIC HT  -         335.993 (meters)    1102.34  (feet)  COMP
 MJ0444  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 MJ0444
 MJ0444  VERT ORDER  -  SECOND    CLASS 0
 MJ0444
 MJ0444.The horizontal coordinates were scaled from a topographic map and have
 MJ0444.an estimated accuracy of +/- 6 seconds.
 MJ0444
 MJ0444.The orthometric height was determined by differential leveling
 MJ0444.and adjusted by the National Geodetic Survey in June 1991..
 MJ0444
 MJ0444.The geoid height was determined by GEOID03.
 MJ0444
 MJ0444.The dynamic height is computed by dividing the NAVD 88
 MJ0444.geopotential number by the normal gravity value computed on the
 MJ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0444.degrees latitude (g = 980.6199 gals.).
 MJ0444
 MJ0444.The modeled gravity was interpolated from observed gravity values.
 MJ0444
 MJ0444;                    North         East    Units  Estimated Accuracy
 MJ0444;SPC IA S     -   138,410.      362,570.      MT  (+/- 180 meters Scaled)
 MJ0444
 MJ0444                          SUPERSEDED SURVEY CONTROL
 MJ0444
 MJ0444  NGVD 29 (??/??/92)  336.055  (m)         1102.54   (f) ADJ UNCH    2 0
 MJ0444
 MJ0444.Superseded values are not recommended for survey control.
 MJ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0444.See file dsdata.txt to determine how the superseded data were derived.
 MJ0444
 MJ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF207670(NAD 83)
 MJ0444_MARKER: DB = BENCH MARK DISK
 MJ0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0444_STAMPING: C 99 1935
 MJ0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0444+STABILITY: SURFACE MOTION
 MJ0444
 MJ0444  HISTORY     - Date     Condition        Report By
 MJ0444  HISTORY     - 1935     MONUMENTED       CGS
 MJ0444  HISTORY     - 1941     GOOD             NGS
 MJ0444
 MJ0444                          STATION DESCRIPTION
 MJ0444
 MJ0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MJ0444'AT GRISWOLD.
 MJ0444'AT GRISWOLD, CASS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MJ0444'RAILROAD, AT THE STATION, AT THE MAIN STREET CROSSING, 81 FEET
 MJ0444'WEST OF THE CENTERLINE OF THE TRACK, 56 FEET NORTH OF THE
 MJ0444'CENTERLINE OF THE STREET, AT THE SOUTHEAST CORNER OF A PARK,
 MJ0444'4 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK, AND LEVEL WITH
 MJ0444'THE TRACK.  A STANDARD DISK, STAMPED C 99 1935 AND SET IN THE
 MJ0444'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0890 ***********************************************************************
 ON0890  DESIGNATION -  CALMAR 2
 ON0890  PID         -  ON0890
 ON0890  STATE/COUNTY-  IA/WINNESHIEK
 ON0890  USGS QUAD   -  CALMAR (1981)
 ON0890
 ON0890                         *CURRENT SURVEY CONTROL
 ON0890  ___________________________________________________________________
 ON0890* NAD 83(1996)-  43 11 26.79835(N)    091 52 24.92471(W)     ADJUSTED  
 ON0890* NAVD 88     -       391.6    (meters)    1285.     (feet)  VERTCON   
 ON0890  ___________________________________________________________________
 ON0890  X           -    -152,282.318 (meters)                     COMP
 ON0890  Y           -  -4,655,246.351 (meters)                     COMP
 ON0890  Z           -   4,343,225.467 (meters)                     COMP
 ON0890  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 ON0890  ELLIP HEIGHT-         361.25  (meters)          (05/06/99) GPS OBS
 ON0890  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 ON0890
 ON0890  HORZ ORDER  -  THIRD
 ON0890  ELLP ORDER  -  FOURTH    CLASS I
 ON0890
 ON0890.The horizontal coordinates were established by classical geodetic methods
 ON0890.and adjusted by the National Geodetic Survey in May 1999..
 ON0890.No horizontal observational check was made to the station.
 ON0890
 ON0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0890
 ON0890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0890
 ON0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0890
 ON0890.The ellipsoidal height was determined by GPS observations
 ON0890.and is referenced to NAD 83.
 ON0890
 ON0890.The geoid height was determined by GEOID03.
 ON0890
 ON0890;                    North         East     Units Scale Factor Converg.
 ON0890;SPC IA N     - 1,189,082.690 1,632,198.117   MT  0.99998702   +1 06 08.2
 ON0890;UTM  15      - 4,782,616.467   591,527.627   MT  0.99970305   +0 46 15.6
 ON0890
 ON0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0890!SPC IA N     -   0.99994335  x   0.99998702  =   0.99993037
 ON0890!UTM  15      -   0.99994335  x   0.99970305  =   0.99964642
 ON0890
 ON0890:                Primary Azimuth Mark                     Grid Az
 ON0890:SPC IA N     -  CALMAR MUNICIPAL TANK                    136 48 42.9
 ON0890:UTM  15      -  CALMAR MUNICIPAL TANK                    137 08 35.5
 ON0890
 ON0890|---------------------------------------------------------------------|
 ON0890| PID    Reference Object                     Distance      Geod. Az  |
 ON0890|                                                           dddmmss.s |
 ON0890| ON0885 CALMAR MUNICIPAL TANK               APPROX. 1.0 KM 1375451.1 |
 ON0890| CI5204 CALMAR 2 RM 3                        30.843 METERS 19305     |
 ON0890| CI5200 CALMAR AZ MK                                       2681224.6 |
 ON0890| CI5205 CALMAR 2 RM 4                        26.874 METERS 26835     |
 ON0890| CI5203 CALMAR 2 AZ MK                                     2685017.9 |
 ON0890|---------------------------------------------------------------------|
 ON0890
 ON0890                          SUPERSEDED SURVEY CONTROL
 ON0890
 ON0890  NAD 83(1996)-  43 11 26.79835(N)    091 52 24.92470(W) AD(       ) 3
 ON0890  NAD 83(1986)-  43 11 26.79060(N)    091 52 24.92335(W) AD(       ) 3
 ON0890  NAD 27      -  43 11 26.88660(N)    091 52 24.34500(W) AD(       ) 3
 ON0890  NGVD 29 (07/09/90)  391.6    (m)         1285.     (f) GPS OBS        
 ON0890
 ON0890.Superseded values are not recommended for survey control.
 ON0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0890.See file dsdata.txt to determine how the superseded data were derived.
 ON0890
 ON0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9152882616(NAD 83)
 ON0890_MARKER: DS = TRIANGULATION STATION DISK
 ON0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0890_SP_SET: CONCRETE POST
 ON0890_STAMPING: CALMAR 2 1966
 ON0890_MARK LOGO: CGS   
 ON0890_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0890+STABILITY: SURFACE MOTION
 ON0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0890+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1989
 ON0890
 ON0890  HISTORY     - Date     Condition        Report By
 ON0890  HISTORY     - 1966     MONUMENTED       CGS
 ON0890  HISTORY     - 1966     GOOD             CGS
 ON0890  HISTORY     - 19890825 GOOD             NGS
 ON0890
 ON0890                          STATION DESCRIPTION
 ON0890
 ON0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 ON0890'THE STATION IS ABOUT 3/4 MILE NORTHWEST OF CALMAR, IN THE
 ON0890'NORTHEAST ANGLE OF CROSSROADS, 120 FEET EAST OF THE CENTERLINE
 ON0890'OF A PAVED ROAD WHICH HAS BEEN CLOSED, 49 FEET NORTH OF THE
 ON0890'CENTERLINE OF AN EAST-WEST ROAD AND 2 FEET EAST OF A METAL
 ON0890'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ON0890'CALMAR 2 1966.
 ON0890'
 ON0890'TO REACH THE STATION FROM CALMAR, FROM THE JUNCTION OF U.S.
 ON0890'HIGHWAY 52 AND STATE HIGHWAYS 24 AND 150, GO NORTH AND NORTHWEST
 ON0890'ON U.S. 52 FOR 0.6 MILE TO ANGLING CROSSROADS, TURN LEFT AND GO
 ON0890'WEST FOR 0.35 MILE TO STATION ON RIGHT JUST BEFORE REACHING
 ON0890'CROSSROADS.  TO REACH THE AZIMUTH MARK CONTINUE WEST FOR 0.4
 ON0890'MILE TO THE MARK ON THE RIGHT.
 ON0890'
 ON0890'R.M. NO. 3 IS 78 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 ON0890'PAVED ROAD, 49 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD
 ON0890'AND 2 FEET EAST OF A METAL WITNESS POST.  THE MARK PROJECTS
 ON0890'3 INCHES AND THE DISK IS STAMPED CALMAR 2 NO 3 1966.
 ON0890'
 ON0890'R.M. NO. 4 IS 49 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 ON0890'ROAD AND 33 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH PAVED
 ON0890'ROAD WHICH HAS BEEN CLOSED.  THE MARK PROJECTS 10 INCHES AND THE
 ON0890'DISK IS STAMPED CALMAR 2 NO 4 1966.
 ON0890'
 ON0890'THE AZIMUTH MARK IS 59 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 ON0890'1.5 FEET EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A
 ON0890'FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 ON0890'CALMAR 2 1966.
 ON0890'
 ON0890'DIFFERENCE IN ELEVATION BETWEEN CALMAR AND CALMAR 2 = 2.076 FEET.
 ON0890
 ON0890                          STATION RECOVERY (1966)
 ON0890
 ON0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 ON0890'RECOVERED IN GOOD CONDITION.
 ON0890
 ON0890                          STATION RECOVERY (1989)
 ON0890
 ON0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ON0890'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) NORTH OF CALMAR, ON TOP
 ON0890'OF A CUT BANK AND ON THE NORTH SIDE OF A GRAVEL ROAD.
 ON0890'OWNERSHIP--DEPARTMENT OF TRANSPORTATION, 800 LINCOLN WAY, AMES, IA
 ON0890'50010, PHONE (515) 239-1101.
 ON0890'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 52 AND STATE
 ON0890'HIGHWAYS 150 AND 24 IN CALMAR, GO NORTH ON STATE HIGHWAY 52 TO THE
 ON0890'INTERSECTION OF A GRAVEL ROAD.  TURN LEFT, WEST, ON THE GRAVEL ROAD
 ON0890'FOR 0.5 KM (0.30 MI) TO THE STATION ON THE RIGHT AND JUST BEFORE
 ON0890'REACHING THE INTERSECTION OF A GRAVEL ROAD.
 ON0890'THE STATION IS A STANDARD CGS HORIZONTAL STATION MARK DISK SET ABOUT
 ON0890'2-INCHES BELOW THE GROUND.  LOCATED DIRECTLY NORTH AND ACROSS THE
 ON0890'GRAVEL ROAD FROM A FRAME HOUSE, 38.5 M (126.3 FT) WEST OF THE CENTER
 ON0890'OF A GRAVEL ROAD LEADING NORTH, 15.2 M (49.9 FT) NORTH OF THE CENTER
 ON0890'OF THE ROAD, 0.7 M (2.3 FT) EAST OF A METAL WITNESS POST AND 0.3 M
 ON0890'(1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 ON0890'DESCRIBED BY M. L. MCCREADY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0889 ***********************************************************************
 ON0889  DESIGNATION -  CALMAR LUTHERAN CHURCH SPIRE
 ON0889  PID         -  ON0889
 ON0889  STATE/COUNTY-  IA/WINNESHIEK
 ON0889  USGS QUAD   -  CALMAR (1981)
 ON0889
 ON0889                         *CURRENT SURVEY CONTROL
 ON0889  ___________________________________________________________________
 ON0889* NAD 83(1996)-  43 10 59.20955(N)    091 51 33.10872(W)     ADJUSTED  
 ON0889* NAVD 88     -                                                        
 ON0889  ___________________________________________________________________
 ON0889  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 ON0889  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 ON0889
 ON0889  HORZ ORDER  -  THIRD
 ON0889
 ON0889.The horizontal coordinates were established by classical geodetic methods
 ON0889.and adjusted by the National Geodetic Survey in May 1999..
 ON0889
 ON0889
 ON0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0889
 ON0889.The geoid height was determined by GEOID03.
 ON0889
 ON0889;                    North         East     Units Scale Factor Converg.
 ON0889;SPC IA N     - 1,188,254.076 1,633,384.416   MT  0.99998580   +1 06 43.4
 ON0889;UTM  15      - 4,781,781.243   592,708.781   MT  0.99970573   +0 46 50.7
 ON0889
 ON0889                          SUPERSEDED SURVEY CONTROL
 ON0889
 ON0889  NAD 83(1996)-  43 10 59.20953(N)    091 51 33.10867(W) AD(       ) 4
 ON0889  NAD 83(1986)-  43 10 59.20158(N)    091 51 33.10756(W) AD(       ) 4
 ON0889  NAD 27      -  43 10 59.29700(N)    091 51 32.53000(W) AD(       ) 3
 ON0889
 ON0889.Superseded values are not recommended for survey control.
 ON0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0889.See file dsdata.txt to determine how the superseded data were derived.
 ON0889
 ON0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9270981781(NAD 83)
 ON0889_MARKER: 90 = CHURCH SPIRE
 ON0889
 ON0889  HISTORY     - Date     Condition        Report By
 ON0889  HISTORY     - 1934     FIRST OBSERVED   CGS
 ON0889  HISTORY     - 1961     GOOD             CGS
 ON0889
 ON0889                          STATION DESCRIPTION
 ON0889
 ON0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 ON0889'STATION IS THE BASE OF THE GOLD LATIN CROSS ON THE SPIRE
 ON0889'SURMOUNTING THE CALMAR LUTHERAN CHURCH.  THE CHURCH IS A
 ON0889'WHITE FRAME BUILDING WITH A SQUARE WHITE FRAME TOWER AND
 ON0889'BELFRY AT THE FRONT (W) CENTER OF THE BUILDING.  THE TOWER
 ON0889'HAS A CIRCULAR WINDOW WITH CINQUEFOIL DECORATION AT THE BASE
 ON0889'ON EACH SIDE.  THE BELFRY HAS A DOUBLE LOUVERED WINDOW ON
 ON0889'EACH SIDE.  ABOVE THE LOUVERED WINDOWS IS A SMALL CIRCULAR
 ON0889'SIMILAR TO THE LOWER ONE.  THERE IS A SHORT SPIRE WITH A
 ON0889'GOLD CROSS AT EACH CORNER ON TOP OF THE TOWER.  AN OCTAGONAL
 ON0889'WHITE SLATE SPIRE SURMOUNTS THE TOWER.  THE SPIRE IS ABOUT
 ON0889'85 FEET HIGH AND IS QUITE PROMINENT.  THE DATE OF THE
 ON0889'ERECTION IS UNKNOWN.
 ON0889'
 ON0889'THE CHURCH IS IN THE EASTERN PART OF THE TOWN AT THE SW
 ON0889'CORNER OF A CEMETERY.  IT IS ABOUT 1/4 MILE E OF THE MAIN
 ON0889'N-S STREET OF TOWN (HIGHWAY U.S. 55), ABOUT 100 YARDS N OF
 ON0889'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD TRACK,
 ON0889'AND AT THE E END OF THE FIRST STREET N OF THE RAILROAD.
 ON0889
 ON0889                          STATION RECOVERY (1961)
 ON0889
 ON0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0889'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0885 ***********************************************************************
 ON0885  DESIGNATION -  CALMAR MUNICIPAL TANK
 ON0885  PID         -  ON0885
 ON0885  STATE/COUNTY-  IA/WINNESHIEK
 ON0885  USGS QUAD   -  CALMAR (1981)
 ON0885
 ON0885                         *CURRENT SURVEY CONTROL
 ON0885  ___________________________________________________________________
 ON0885* NAD 83(1996)-  43 11 03.34310(N)    091 51 55.97846(W)     ADJUSTED  
 ON0885* NAVD 88     -                                                        
 ON0885  ___________________________________________________________________
 ON0885  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 ON0885  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 ON0885
 ON0885  HORZ ORDER  -  THIRD
 ON0885
 ON0885.The horizontal coordinates were established by classical geodetic methods
 ON0885.and adjusted by the National Geodetic Survey in May 1999..
 ON0885
 ON0885
 ON0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0885
 ON0885.The geoid height was determined by GEOID03.
 ON0885
 ON0885;                    North         East     Units Scale Factor Converg.
 ON0885;SPC IA N     - 1,188,371.609 1,632,865.589   MT  0.99998598   +1 06 27.9
 ON0885;UTM  15      - 4,781,901.740   592,190.788   MT  0.99970455   +0 46 35.1
 ON0885
 ON0885                          SUPERSEDED SURVEY CONTROL
 ON0885
 ON0885  NAD 83(1996)-  43 11 03.34308(N)    091 51 55.97843(W) AD(       ) 4
 ON0885  NAD 83(1986)-  43 11 03.33513(N)    091 51 55.97725(W) AD(       ) 4
 ON0885  NAD 27      -  43 11 03.43300(N)    091 51 55.40300(W) AD(       ) 3
 ON0885
 ON0885.Superseded values are not recommended for survey control.
 ON0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0885.See file dsdata.txt to determine how the superseded data were derived.
 ON0885
 ON0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9219181902(NAD 83)
 ON0885_MARKER: 53 = ELEVATED TANK
 ON0885
 ON0885  HISTORY     - Date     Condition        Report By
 ON0885  HISTORY     - 1934     FIRST OBSERVED   CGS
 ON0885  HISTORY     - 1961     GOOD             CGS
 ON0885
 ON0885                          STATION DESCRIPTION
 ON0885
 ON0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 ON0885'STATION IS THE CENTER OF THE CALMAR MUNICIPAL WATER TANK.
 ON0885'IT IS A SMALL STEEL TANK WITH A FLAT BOTTOM AND CONICAL TOP.
 ON0885'THE TOP HAS NO OVERHANGING EAVES.  THERE IS A FINIAL AT THE
 ON0885'TIP OF THE TOP.  THE SIDES OF THE TANK ARE PAINTED WHITE
 ON0885'AND THE TOP RED.  IT IS LETTERED CALMAR ON THE SE AND NW
 ON0885'SIDES.  THE TANK IS SUPPORTED BY 12 STEEL LEGS WHICH ARE
 ON0885'PAINTED BLACK.  THERE IS A SQUARE, BLACK, WOODEN HOUSING
 ON0885'AROUND THE FEED PIPE.  THE TANK IS ABOUT 100 FEET HIGH AND
 ON0885'IS QUITE PROMINENT.
 ON0885'
 ON0885'THE TANK IS ABOUT 150 FEET WNW OF THE CHICAGO, MILWAUKEE,
 ON0885'ST. PAUL AND PACIFIC RAILROAD STATION, ABOUT 75 FEET N OF
 ON0885'THE MAIN TRACK OF THE RAILROAD, ON THE PROLONGATION SOUTHWARD
 ON0885'OF THE FIRST STREET W OF THE MAIN STREET OF TOWN.  THE MAIN
 ON0885'STREET IS U.S. HIGHWAY 55.
 ON0885'
 ON0885'THE TANK WAS ERECTED IN 1896.
 ON0885
 ON0885                          STATION RECOVERY (1961)
 ON0885
 ON0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0885'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1302 ***********************************************************************
 MJ1302  DESIGNATION -  CAMPBELL
 MJ1302  PID         -  MJ1302
 MJ1302  STATE/COUNTY-  IA/HARRISON
 MJ1302  USGS QUAD   -  PERSIA (1978)
 MJ1302
 MJ1302                         *CURRENT SURVEY CONTROL
 MJ1302  ___________________________________________________________________
 MJ1302* NAD 83(1996)-  41 31 44.76228(N)    095 37 18.94346(W)     ADJUSTED  
 MJ1302* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 MJ1302  ___________________________________________________________________
 MJ1302  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 MJ1302  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 MJ1302
 MJ1302  HORZ ORDER  -  FIRST
 MJ1302
 MJ1302.The horizontal coordinates were established by classical geodetic methods
 MJ1302.and adjusted by the National Geodetic Survey in May 1999..
 MJ1302
 MJ1302.The orthometric height was scaled from a topographic map.
 MJ1302
 MJ1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1302
 MJ1302.The geoid height was determined by GEOID03.
 MJ1302
 MJ1302;                    North         East     Units Scale Factor Converg.
 MJ1302;SPC IA S     -   171,966.669   322,930.224   MT  0.99996474   -1 23 51.8
 MJ1302;UTM  15      - 4,600,814.527   281,255.189   MT  1.00018888   -1 44 20.5
 MJ1302
 MJ1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1302!SPC IA S     -   0.99993645  x   0.99996474  =   0.99990119
 MJ1302!UTM  15      -   0.99993645  x   1.00018888  =   1.00012531
 MJ1302
 MJ1302:                Primary Azimuth Mark                     Grid Az
 MJ1302:SPC IA S     -  CAMPBELL RM 1                            003 03 02.2
 MJ1302:UTM  15      -  CAMPBELL RM 1                            003 23 30.9
 MJ1302
 MJ1302|---------------------------------------------------------------------|
 MJ1302| PID    Reference Object                     Distance      Geod. Az  |
 MJ1302|                                                           dddmmss.s |
 MJ1302| CL7016 CAMPBELL RM 1                                      0013910.4 |
 MJ1302| MJ1299 PORTSMOUTH MUNICIPAL STANDPIPE      APPROX.15.8 KM 0311244.1 |
 MJ1302| MJ1298 PORTSMOUTH CHURCH STEEPLE           APPROX.15.3 KM 0312115.7 |
 MJ1302| MJ1171 WESTPHALIA ST BONIFACES CHURCH      APPROX.28.5 KM 0413221.2 |
 MJ1302| CL7017 CAMPBELL RM 2                        12.570 METERS 09432     |
 MJ1302| MJ1170 SHELBY TANK                         APPROX.13.6 KM 0952538.3 |
 MJ1302|---------------------------------------------------------------------|
 MJ1302
 MJ1302                          SUPERSEDED SURVEY CONTROL
 MJ1302
 MJ1302  NAD 83(1996)-  41 31 44.76484(N)    095 37 18.94395(W) AD(       ) 1
 MJ1302  NAD 83(1986)-  41 31 44.76795(N)    095 37 18.94840(W) AD(       ) 1
 MJ1302  NAD 27      -  41 31 44.79900(N)    095 37 17.92500(W) AD(       ) 1
 MJ1302
 MJ1302.Superseded values are not recommended for survey control.
 MJ1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1302.See file dsdata.txt to determine how the superseded data were derived.
 MJ1302
 MJ1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG8125500815(NAD 83)
 MJ1302_MARKER: DS = TRIANGULATION STATION DISK
 MJ1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1302
 MJ1302  HISTORY     - Date     Condition        Report By
 MJ1302  HISTORY     - 1930     MONUMENTED       CGS
 MJ1302  HISTORY     - 1957     GOOD             CGS
 MJ1302
 MJ1302                          STATION DESCRIPTION
 MJ1302
 MJ1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MJ1302'STATION IS ABOUT 12 MILES SE OF LOGAN, 4-1/2 MILES SW OF PERSIA, AND
 MJ1302'2 MILES W OF YORKSHIRE, A SMALL VILLAGE ON THE MILWAUKEE RAILROAD
 MJ1302'BETWEEN PERSIA AND NEOLA, ON LAND OWNED AND OCCUPIED BY T.A.
 MJ1302'CAMPBELL.  THE STATION IS 300 FEET NE OF MR. CAMPBELLS HOUSE IN
 MJ1302'CULTIVATED LAND, 450 FEET N OF A ROAD CORNER, AND 7.3 METERS W OF
 MJ1302'THE CENTER OF A SECTION-LINE ROAD.  THE STATION MARK IS
 MJ1302'DEPRESSED 12 INCHES, AND IS 10.9 METERS N OF THE FENCE BOUNDING
 MJ1302'THE GARDEN ON THE N, AND 0.54 METER W OF THE FENCE PARALLELING
 MJ1302'THE ROAD ON THE W.
 MJ1302'
 MJ1302'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 MJ1302'SET IN CONCRETE.
 MJ1302'
 MJ1302'REFERENCE MARK NO. 1, AN AZIMUTH MARK, IS ON THE OPPOSITE SIDE
 MJ1302'OF THE ROAD FROM THE STATION AND ABOUT 0.3 MILE N, 40 FEET SW OF
 MJ1302'THE BARN OF H.G. PETERSEN, WHO LIVES NEARBY.  THE MARK IS FLUSH,
 MJ1302'AND IS LOCATED 5 METERS S OF THE INTERSECTION OF THREE FENCES, AND
 MJ1302'5.15 METERS E OF THE CENTER OF THE ROAD.  REFERENCE MARK NO. 2 IS
 MJ1302'DIRECTLY ACROSS THE SECTION-LINE ROAD FROM THE STATION, 0.54
 MJ1302'METER W OF A FENCE LINE, AND 5.3 METERS E OF THE CENTER OF THE
 MJ1302'ROAD.  THE MARK IS FLUSH WITH THE GROUND.  THE DISTANCE TO THE
 MJ1302'STATION IS 12.57 METERS.
 MJ1302'
 MJ1302'THE STATION IS REACHED FROM PERSIA BY FOLLOWING THE COUNTY ROAD
 MJ1302'THROUGH YORKSHIRE TO A PLACE 1/4 MILE S, AND 3/4 MILE W OF THE
 MJ1302'LATTER WHERE THE MAIN ROAD TURNS S.  TURN N AT THIS CORNER 1/4
 MJ1302'MILE TO A ROAD LEADING W.  FOLLOW W 1-1/4 MILES, THENCE N 1/2
 MJ1302'MILE AND W 1/4 MILE TO AN ANGLE TO THE RIGHT.  THE CAMPBELL FARM
 MJ1302'IS AT THIS ANGLE.
 MJ1302'
 MJ1302'THE STATION IS REACHED FROM NEOLA BY GOING N ON THE COUNTY ROAD
 MJ1302'TOWARD PERSIA 6 MILES TO THE CORNER ABOUT 1 MILE SW OF YORKSHIRE
 MJ1302'WHERE THE ROAD TURNS E.  CONTINUE N HERE AND FOLLOW ROUTE
 MJ1302'DESCRIBED ABOVE.
 MJ1302'
 MJ1302'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MJ1302
 MJ1302                          STATION RECOVERY (1957)
 MJ1302
 MJ1302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MJ1302'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MJ1302'REFERENCE MARKS 1 (AZIMUTH MARK) AND 2 HAVE BEEN DESTROYED.  THE
 MJ1302'STATION MARK WILL BE DESTROYED BY ROAD CONSTRUCTION BY APRIL OF
 MJ1302'1958 IF IT HAS NOT BEEN MOVED PRIOR TO THAT TIME.  THE OLD ROUTE
 MJ1302'TO THE STATION IS NOW OBSOLETE AND A NEW ONE FOLLOWS.
 MJ1302'
 MJ1302'TO REACH THE STATION FROM THE POST OFFICE IN NEOLA GO NORTHEAST ON
 MJ1302'STATE HIGHWAY 64 FOR 0.9 MILE TO THE JUNCTION OF STATE HIGHWAY 191.
 MJ1302'GO NORTH ON STATE HIGHWAY 191 FOR 4.5 MILES TO A CROSSROAD.
 MJ1302'TURN LEFT, WEST, AND GO 1.4 MILES TO A CROSSROAD.  TURN RIGHT,
 MJ1302'NORTH, AND GO 0.5 MILE TO WHERE THE ROAD TURNS TO THE LEFT.
 MJ1302'TURN LEFT AND GO 0.2 MILE TO THE PROPERTY OWNED BY F.J.
 MJ1302'DAUGHERTY.  TURN RIGHT FOLLOWING THE ROAD AND GO ABOUT 450 FEET TO
 MJ1302'THE STATION ON THE LEFT, WEST, SIDE OF THE ROAD.
 MJ1302'
 MJ1302'NOTE--THE STATION MARK IS NOW BETWEEN TWO STEEL FENCE POSTS WHICH
 MJ1302'ACT AS WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0816 ***********************************************************************
 LD0816  DESIGNATION -  CANAAN
 LD0816  PID         -  LD0816
 LD0816  STATE/COUNTY-  IA/HENRY
 LD0816  USGS QUAD   -  NEW LONDON (1981)
 LD0816
 LD0816                         *CURRENT SURVEY CONTROL
 LD0816  ___________________________________________________________________
 LD0816* NAD 83(1996)-  40 59 43.19986(N)    091 27 26.73782(W)     ADJUSTED  
 LD0816* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 LD0816  ___________________________________________________________________
 LD0816  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 LD0816  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0816
 LD0816  HORZ ORDER  -  FIRST
 LD0816
 LD0816.The horizontal coordinates were established by classical geodetic methods
 LD0816.and adjusted by the National Geodetic Survey in May 1999..
 LD0816
 LD0816.The orthometric height was scaled from a topographic map.
 LD0816
 LD0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0816
 LD0816.The geoid height was determined by GEOID03.
 LD0816
 LD0816;                    North         East     Units Scale Factor Converg.
 LD0816;SPC IA S     -   112,547.645   671,840.797   MT  0.99995477   +1 20 43.6
 LD0816;UTM  15      - 4,539,384.894   629,744.103   MT  0.99980718   +1 00 43.4
 LD0816
 LD0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0816!SPC IA S     -   0.99996926  x   0.99995477  =   0.99992403
 LD0816!UTM  15      -   0.99996926  x   0.99980718  =   0.99977645
 LD0816
 LD0816:                Primary Azimuth Mark                     Grid Az
 LD0816:SPC IA S     -  NEW LONDON MUN P AND L S STK             143 58 45.0
 LD0816:UTM  15      -  NEW LONDON MUN P AND L S STK             144 18 45.2
 LD0816
 LD0816|---------------------------------------------------------------------|
 LD0816| PID    Reference Object                     Distance      Geod. Az  |
 LD0816|                                                           dddmmss.s |
 LD0816| LD0815 NEW LONDON MUN P AND L S STK        APPROX. 9.4 KM 1451928.6 |
 LD0816| CL9014 CANAAN AZ MK                                       1872929.4 |
 LD0816| CL9015 CANAAN RM 1                          38.645 METERS 18904     |
 LD0816| LD0861 MT PLEASANT ST MENTAL INST STK      APPROX. 8.1 KM 2351200.2 |
 LD0816| LD0865 MT PLEASANT ST MENTAL INST TK       APPROX. 8.2 KM 2355351.5 |
 LD0816| LD0857 MT PLEASANT SE ELEC ASSOC MST       APPROX. 7.8 KM 2440941.2 |
 LD0816| LD0864 MT PLEASANT MUNICIPAL TANK          APPROX. 8.9 KM 2483457.5 |
 LD0816| LD0863 MT PLEASANT SHEAFFER PEN CO TK      APPROX. 8.1 KM 2510833.8 |
 LD0816| LD0858 MT PLEASANT CITY LT PLT S STK       APPROX. 8.3 KM 2520305.2 |
 LD0816| LD0862 MT PLEASANT CITY LT PLT N STK       APPROX. 8.3 KM 2521305.9 |
 LD0816| CL9016 CANAAN RM 2                          37.820 METERS 28213     |
 LD0816|---------------------------------------------------------------------|
 LD0816
 LD0816                          SUPERSEDED SURVEY CONTROL
 LD0816
 LD0816  NAD 83(1986)-  40 59 43.20896(N)    091 27 26.74787(W) AD(       ) 1
 LD0816  NAD 27      -  40 59 43.09820(N)    091 27 26.17870(W) AD(       ) 1
 LD0816
 LD0816.Superseded values are not recommended for survey control.
 LD0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0816.See file dsdata.txt to determine how the superseded data were derived.
 LD0816
 LD0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2974439385(NAD 83)
 LD0816_MARKER: DS = TRIANGULATION STATION DISK
 LD0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0816
 LD0816  HISTORY     - Date     Condition        Report By
 LD0816  HISTORY     - 1955     MONUMENTED       CGS
 LD0816
 LD0816                          STATION DESCRIPTION
 LD0816
 LD0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0816'THE STATION IS LOCATED AIRLINE, ABOUT 6 MILES NORTHWEST OF NEW
 LD0816'LONDON AND ABOUT 5 MILES NORTHEAST OF MT. PLEASANT ALONG THE
 LD0816'EAST SIDE OF A GRAVELED FARM ROAD AND IN A GROVE OF TREES.
 LD0816'
 LD0816'THE STATION IS A STANDARD DISK STAMPED CANAAN 1955 SET IN TOP OF A
 LD0816'12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT 1 FOOT BELOW THE
 LD0816'SURFACE OF THE GROUND.  IT IS ABOUT 100 FEET WEST OF THE WEST
 LD0816'SIDE OF THE FARM HOME OF MR. DAVID BREWER, 100 FEET NORTH OF
 LD0816'THE CENTER LINE OF THE ENTRANCE ROAD TO THE FARM, 99 FEET EAST
 LD0816'OF THE CENTER LINE OF THE FARM ROAD AND 21 FEET EAST OF A
 LD0816'WHITE WITNESS POST.
 LD0816'
 LD0816'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CANAAN NO
 LD0816'1 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 LD0816'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 LD0816'ELEVATION AS THE STATION.  IT IS 25 FEET SOUTH OF THE CENTER
 LD0816'LINE OF THE ENTRANCE ROAD TO THE FARM, 4 FEET WEST OF A TELEPHONE
 LD0816'POLE AND 1.5 FEET NORTH OF AN EAST-WEST FENCE LINE.
 LD0816'
 LD0816'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CANAAN NO
 LD0816'2 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 LD0816'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE
 LD0816'SAME ELEVATION AS THE STATION.  IT IS 33 FEET WEST OF THE
 LD0816'CENTER LINE OF A FARM ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 LD0816'FENCE LINE.
 LD0816'
 LD0816'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CANAAN 1955 SET
 LD0816'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LD0816'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 60 FEET WEST-SOUTHWEST
 LD0816'OF THE SOUTHWEST CORNER OF THE BEULAH CHURCH, 35 FEET NORTH
 LD0816'OF THE CENTER LINE OF A GRAVELED ROAD AND 1 FOOT EAST OF A FENCE
 LD0816'CORNER.
 LD0816'
 LD0816'TO REACH THE STATION FROM THE POST OFFICE IN MT. PLEASANT, GO
 LD0816'NORTH ON U.S. HIGHWAY 218 FOR 0.9 MILE.  TURN RIGHT, EAST OFF
 LD0816'THE HIGHWAY AND FOLLOW THE GRAVELED ROAD EAST AND NORTH
 LD0816'FOR 5.5 MILES TO THE BEULAH CHURCH AND THE AZIMUTH MARK.  TURN
 LD0816'LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 0.5 MILE TO A GROVE
 LD0816'OF TREES, A WHITE WITNESS POST AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0867 ***********************************************************************
 ON0867  DESIGNATION -  CANOE
 ON0867  PID         -  ON0867
 ON0867  STATE/COUNTY-  IA/WINNESHIEK
 ON0867  USGS QUAD   -  HIGHLANDVILLE (1981)
 ON0867
 ON0867                         *CURRENT SURVEY CONTROL
 ON0867  ___________________________________________________________________
 ON0867* NAD 83(1996)-  43 23 04.50763(N)    091 44 17.99350(W)     ADJUSTED  
 ON0867* NAVD 88     -       360.7    (meters)    1183.     (feet)  GPS OBS   
 ON0867  ___________________________________________________________________
 ON0867  X           -    -140,843.666 (meters)                     COMP
 ON0867  Y           -  -4,640,812.947 (meters)                     COMP
 ON0867  Z           -   4,358,878.591 (meters)                     COMP
 ON0867  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 ON0867  ELLIP HEIGHT-         330.44  (meters)          (06/15/04) GPS OBS
 ON0867  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 ON0867
 ON0867  HORZ ORDER  -  B
 ON0867  ELLP ORDER  -  FOURTH    CLASS I
 ON0867
 ON0867.The horizontal coordinates were established by GPS observations
 ON0867.and adjusted by the National Geodetic Survey in January 1997..
 ON0867.No horizontal observational check was made to the station.
 ON0867
 ON0867.The orthometric height was determined by GPS observations and a
 ON0867.high-resolution geoid model.
 ON0867
 ON0867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0867
 ON0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0867
 ON0867.The ellipsoidal height was determined by GPS observations
 ON0867.and is referenced to NAD 83.
 ON0867
 ON0867.The geoid height was determined by GEOID03.
 ON0867
 ON0867;                    North         East     Units Scale Factor Converg.
 ON0867;SPC IA N     - 1,210,830.178 1,642,742.045   MT  1.00002368   +1 11 38.3
 ON0867;SPC MN S     -   145,269.280   983,261.091   MT  1.00011020   +1 35 07.0
 ON0867;UTM  15      - 4,804,296.727   602,193.299   MT  0.99972846   +0 52 00.1
 ON0867
 ON0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0867!SPC IA N     -   0.99994818  x   1.00002368  =   0.99997186
 ON0867!SPC MN S     -   0.99994818  x   1.00011020  =   1.00005838
 ON0867!UTM  15      -   0.99994818  x   0.99972846  =   0.99967666
 ON0867
 ON0867|---------------------------------------------------------------------|
 ON0867| PID    Reference Object                     Distance      Geod. Az  |
 ON0867|                                                           dddmmss.s |
 ON0867| CI5207 CANOE RM 1                            9.667 METERS 04933     |
 ON0867| CI5206 CANOE AZ MK                                        2295820.6 |
 ON0867| CI5208 CANOE RM 2                           29.188 METERS 31255     |
 ON0867|---------------------------------------------------------------------|
 ON0867
 ON0867                          SUPERSEDED SURVEY CONTROL
 ON0867
 ON0867  ELLIP H (01/15/97)  330.50   (m)                       GP(       ) 4 1
 ON0867  NAD 83(1986)-  43 23 04.49929(N)    091 44 17.99410(W) AD(       ) 2
 ON0867  NAD 27      -  43 23 04.60040(N)    091 44 17.45650(W) AD(       ) 2
 ON0867
 ON0867.Superseded values are not recommended for survey control.
 ON0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0867.See file dsdata.txt to determine how the superseded data were derived.
 ON0867
 ON0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0219304297(NAD 83)
 ON0867_MARKER: DS = TRIANGULATION STATION DISK
 ON0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0867_STAMPING: CANOE 1961
 ON0867_MARK LOGO: CGS   
 ON0867_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0867+STABILITY: SURFACE MOTION
 ON0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0867+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1996
 ON0867
 ON0867  HISTORY     - Date     Condition        Report By
 ON0867  HISTORY     - 1961     MONUMENTED       CGS
 ON0867  HISTORY     - 19960320 GOOD             MNDT
 ON0867  HISTORY     - 19960917 GOOD             IADT
 ON0867  HISTORY     - 20031022 POOR             INDIV
 ON0867
 ON0867                          STATION DESCRIPTION
 ON0867
 ON0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0867'THE STATION IS ABOUT 7 MILES NORTHEAST OF DECORAH, ABOUT 8 MILES
 ON0867'SOUTH OF THE IOWA-MINNESOTA STATE LINE, IN THE SOUTHEAST 1/4 OF
 ON0867'SEC. 13, T. 99 N., R. 8 W., AND ON ROAD RIGHT-OF-WAY.  IT
 ON0867'IS 47 FEET SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD, 76
 ON0867'FEET SOUTHWEST OF A POWER POLE, 13 FEET SOUTHWEST OF THE
 ON0867'CENTER OF A FIELD ENTRANCE, 4 FEET NORTHEAST OF A WITNESS POST,
 ON0867'AND 3 FEET NORTHWEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH
 ON0867'AND THE DISK IS STAMPED CANOE 1961.
 ON0867'
 ON0867'TO REACH FROM THE CENTER OF THE BRIDGE OVER UPPER IOWA RIVER, IN
 ON0867'THE NORTH PART OF DECORAH, GO NORTH ON U.S. HIGHWAY 52 FOR 0.25
 ON0867'MILE TO THE INTERSECTION OF LEIV-ERICKSON ROAD AND NORTH
 ON0867'STREET.  TURN RIGHT AND GO NORTHEASTERLY ON A PAVED ROAD
 ON0867'(NORTH STREET) FOR 1.9 MILES TO A SIDE ROAD LEFT.  CONTINUE
 ON0867'NORTHEASTERLY ON THE PAVED ROAD FOR 2.1 MILES TO A FORK.  TAKE
 ON0867'THE LEFT FORK AND CONTINUE NORTHEAST ON A PAVED ROAD FOR 1.5
 ON0867'MILES TO THE CENTER OF A CONCRETE BRIDGE OVER CANOE CREEK.
 ON0867'CONTINUE NORTHEAST ON THE PAVED ROAD FOR 0.9 MILE TO A
 ON0867'DRIVEWAY LEFT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ON0867'NORTHEAST ON THE PAVED ROAD FOR 0.25 MILE TO A FIELD
 ON0867'ENTRANCE ON THE RIGHT AND THE STATION ON THE RIGHT.
 ON0867'
 ON0867'REFERENCE MARK 1 IS 49 FEET SOUTHEAST OF THE CENTERLINE OF THE
 ON0867'PAVED ROAD, 44 FEET SOUTHWEST OF THE POWER POLE, 20 FEET NORTHEAST
 ON0867'OF THE CENTER OF THE FIELD ENTRANCE, AND 1 FOOT NORTHWEST OF
 ON0867'THE WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 ON0867'STAMPED CANOE NO 1 1961.
 ON0867'
 ON0867'REFERENCE MARK 2 IS 68 FEET SOUTHWEST OF A TELEPHONE POLE, 49
 ON0867'FEET NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD, AND 1 FOOT
 ON0867'SOUTHEAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES
 ON0867'AND THE DISK IS STAMPED CANOE NO 2 1961.
 ON0867'
 ON0867'THE AZIMUTH MARK IS 66 FEET SOUTHWEST OF A TELEPHONE POLE,
 ON0867'44 FEET NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD, 14 FEET
 ON0867'NORTHWEST OF THE SOUTHWEST END OF A CORRUGATED CULVERT, 11 FEET
 ON0867'SOUTHWEST OF THE CENTER OF A DRIVEWAY, AND 2 FEET NORTHEAST
 ON0867'OF A WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES AND THE
 ON0867'DISK IS STAMPED CANOE 1961.
 ON0867'
 ON0867'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ON0867
 ON0867                          STATION RECOVERY (1996)
 ON0867
 ON0867'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 ON0867'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE REFERENCE
 ON0867'MARKS WERE NOT RECOVERED AT THIS TIME.  RECOVERY NOTE BY DAVID K.
 ON0867'HERDER, TYPED BY J.E.M.
 ON0867
 ON0867                          STATION RECOVERY (1996)
 ON0867
 ON0867'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 ON0867'THE STATION IS LOCATED NEAR THE 1/4 CORNER BETWEEN SECTIONS 13 AND 24,
 ON0867'T 99 N, R 8 W, APPROX.  6.5 MI (10.5 KM) NORTHEAST OF DECORAH, ON THE
 ON0867'EAST ROAD R.O.W.  OF COUNTY ROAD W 38.  TO REACH THE STATION FROM THE
 ON0867'INTERSECTION OF COLLEGE DRIVE AND LOCUST ROAD AT THE NORTHEAST EDGE OF
 ON0867'DECORAH, GO NORTHEASTERLY ON LOCUST ROAD (COUNTY ROAD W 38) FOR 4.05
 ON0867'MI (6.52 KM) TO THE INTERSECTION OF COUNTY ROAD A 38.  CONTINUE
 ON0867'NORTHEASTERLY ON COUNTY ROAD W 38 FOR 2.65 MI (4.26 KM) TO THE STATION
 ON0867'ON THE LEFT AT A FIELD ENTRANCE TO THE EAST.  THE MONUMENT IS 47 FT
 ON0867'(14.3 M) SOUTHEAST OF THE CENTER OF COUNTY ROAD, 13 FT (4.0 M)
 ON0867'SOUTHWEST OF THE CENTER OF THE FIELD ENTRANCE, 2.9 M (9.5 FT) NORTH OF
 ON0867'A POWER POLE, 1.6 M (5.2 FT) NORTH OF AN UNDERGROUND CABLE SIGN, AND
 ON0867'0.6 M (2.0 FT) NORTHWEST OF A PINK STATE HARN SURVEY SIGN.
 ON0867
 ON0867                          STATION RECOVERY (2003)
 ON0867
 ON0867'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 ON0867'SURFACE MONUMENT WAS DISTURBED BY GRADING CONTRACTOR DURING ROAD
 ON0867'GRADING PROJECT.  SUBSURFACE MONUMENT WAS NOT DISTRUBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0863 ***********************************************************************
 ON0863  DESIGNATION -  CANOE RIDGE LUTH CH SPIRE
 ON0863  PID         -  ON0863
 ON0863  STATE/COUNTY-  IA/WINNESHIEK
 ON0863  USGS QUAD   -  FREEPORT (1981)
 ON0863
 ON0863                         *CURRENT SURVEY CONTROL
 ON0863  ___________________________________________________________________
 ON0863* NAD 83(1996)-  43 21 14.88060(N)    091 39 27.43892(W)     ADJUSTED  
 ON0863* NAVD 88     -                                                        
 ON0863  ___________________________________________________________________
 ON0863  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 ON0863  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 ON0863
 ON0863  HORZ ORDER  -  THIRD
 ON0863
 ON0863.The horizontal coordinates were established by classical geodetic methods
 ON0863.and adjusted by the National Geodetic Survey in May 1999..
 ON0863
 ON0863
 ON0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0863
 ON0863.The geoid height was determined by GEOID03.
 ON0863
 ON0863;                    North         East     Units Scale Factor Converg.
 ON0863;SPC IA N     - 1,207,587.100 1,649,354.386   MT  1.00001715   +1 14 55.2
 ON0863;SPC MN S     -   142,071.241   989,896.109   MT  1.00012057   +1 38 30.6
 ON0863;UTM  15      - 4,801,016.878   608,785.147   MT  0.99974557   +0 55 17.9
 ON0863
 ON0863                          SUPERSEDED SURVEY CONTROL
 ON0863
 ON0863  NAD 83(1996)-  43 21 14.88059(N)    091 39 27.43889(W) AD(       ) 4
 ON0863  NAD 83(1986)-  43 21 14.87301(N)    091 39 27.43835(W) AD(       ) 4
 ON0863  NAD 27      -  43 21 14.96800(N)    091 39 26.90000(W) AD(       ) 3
 ON0863
 ON0863.Superseded values are not recommended for survey control.
 ON0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0863.See file dsdata.txt to determine how the superseded data were derived.
 ON0863
 ON0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0878501017(NAD 83)
 ON0863_MARKER: 90 = CHURCH SPIRE
 ON0863
 ON0863  HISTORY     - Date     Condition        Report By
 ON0863  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0863
 ON0863                          STATION DESCRIPTION
 ON0863
 ON0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0863'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED
 ON0863'ABOUT 10 MILES NORTHWEST OF WAUKON AND 8 MILES NORTHEAST OF
 ON0863'DECORAH.  IT IS A DARK SHINGLED SPIRE WITH A SMALL WEATHER VANE
 ON0863'ON THE TOP.
 ON0863'
 ON0863'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY
 ON0863'9 IN DECORAH, GO WEST AND NORTH ON HIGHWAY 52 FOR 0.5 MILE TO
 ON0863'A CROSSROAD.  TURN RIGHT AND GO NORTHEASTERLY ON A PAVED ROAD
 ON0863'FOR 1.9 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO EAST ON
 ON0863'A PAVED ROAD FOR 2.15 MILES TO A FORK.  TAKE THE RIGHT FORK
 ON0863'AND GO SOUTH AND EAST ON A PAVED ROAD FOR 1.15 MILES TO A
 ON0863'FORK.  TAKE THE RIGHT FORK AND GO SOUTH AND EASTERLY ON
 ON0863'A PAVED ROAD FOR 4.8 MILES TO THE CHURCH ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0823 ***********************************************************************
 OO0823  DESIGNATION -  CANTON
 OO0823  PID         -  OO0823
 OO0823  STATE/COUNTY-  IA/WINNESHIEK
 OO0823  USGS QUAD   -  HARMONY (1965)
 OO0823
 OO0823                         *CURRENT SURVEY CONTROL
 OO0823  ___________________________________________________________________
 OO0823* NAD 83(1996)-  43 30 02.28969(N)    092 00 19.43604(W)     ADJUSTED  
 OO0823* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 OO0823  ___________________________________________________________________
 OO0823  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 OO0823  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 OO0823
 OO0823  HORZ ORDER  -  THIRD
 OO0823
 OO0823.The horizontal coordinates were established by classical geodetic methods
 OO0823.and adjusted by the National Geodetic Survey in May 1999..
 OO0823
 OO0823.The orthometric height was scaled from a topographic map.
 OO0823
 OO0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0823
 OO0823.The geoid height was determined by GEOID03.
 OO0823
 OO0823;                    North         East     Units Scale Factor Converg.
 OO0823;SPC IA N     - 1,223,305.257 1,620,876.990   MT  1.00005115   +1 00 46.6
 OO0823;SPC MN S     -   157,596.594   961,310.822   MT  1.00007322   +1 23 53.1
 OO0823;UTM  15      - 4,816,892.448   580,407.232   MT  0.99967953   +0 41 04.9
 OO0823
 OO0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0823!SPC IA N     -   0.99994326  x   1.00005115  =   0.99999441
 OO0823!SPC MN S     -   0.99994326  x   1.00007322  =   1.00001648
 OO0823!UTM  15      -   0.99994326  x   0.99967953  =   0.99962281
 OO0823
 OO0823|---------------------------------------------------------------------|
 OO0823| PID    Reference Object                     Distance      Geod. Az  |
 OO0823|                                                           dddmmss.s |
 OO0823| CI5212 CANTON RM 3                          11.652 METERS 10515     |
 OO0823| OO0902 CRESCO MUNICIPAL TANK               APPROX.17.1 KM 2125630.5 |
 OO0823| CI5213 CANTON RM 4                           9.920 METERS 25108     |
 OO0823| CI5211 CANTON RM 2                          13.180 METERS 26814     |
 OO0823| CI5209 CANTON AZ MK                                       2881213.8 |
 OO0823| CI5210 CANTON RM 1                          19.214 METERS 33603     |
 OO0823| OO0821 HARMONY GREENFIELD LUTH CH          APPROX. 5.7 KM 3554256.8 |
 OO0823| OO0820 HARMONY WATER TANK                  APPROX. 6.1 KM 3571607.5 |
 OO0823|---------------------------------------------------------------------|
 OO0823
 OO0823                          SUPERSEDED SURVEY CONTROL
 OO0823
 OO0823  NAD 83(1996)-  43 30 02.28968(N)    092 00 19.43603(W) AD(       ) 3
 OO0823  NAD 83(1986)-  43 30 02.28233(N)    092 00 19.43523(W) AD(       ) 3
 OO0823  NAD 27      -  43 30 02.40550(N)    092 00 18.85350(W) AD(       ) 3
 OO0823
 OO0823.Superseded values are not recommended for survey control.
 OO0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0823.See file dsdata.txt to determine how the superseded data were derived.
 OO0823
 OO0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8040716892(NAD 83)
 OO0823_MARKER: DS = TRIANGULATION STATION DISK
 OO0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0823
 OO0823  HISTORY     - Date     Condition        Report By
 OO0823  HISTORY     - 1961     MONUMENTED       CGS
 OO0823  HISTORY     - 1973     GOOD             NGS
 OO0823
 OO0823                          STATION DESCRIPTION
 OO0823
 OO0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 OO0823'THE STATION IS LOCATED NEAR THE MINNESOTA-IOWA STATE LINES, ABOUT
 OO0823'4 MILES SOUTH OF HARMONY, ABOUT 10 MILES NORTHEAST OF CRESCO,
 OO0823'IN THE NORTHWEST 1/4 OF SEC. 11, T. 100 N., R. 10 W., AND ON ROAD
 OO0823'RIGHT-OF-WAY.  IT IS 45 FEET EAST OF A TELEPHONE POLE WITH A
 OO0823'TRIANGULAR BLAZE ON THE NORTH SIDE, 29 FEET SOUTH OF THE
 OO0823'CENTERLINE OF A GRAVELED ROAD, 21 FEET WEST OF A T-FENCE CORNER, 4
 OO0823'FEET NORTHWEST OF A WITNESS POST, AND 2 FEET NORTH OF A
 OO0823'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OO0823'CANTON 1961.
 OO0823'
 OO0823'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 OO0823'HIGHWAY 139 IN HARMONY, GO SOUTH ON STATE HIGHWAY 139 FOR 3.8
 OO0823'MILES TO THE AZIMUTH MARK ON THE RIGHT AT THE NORTHEAST CORNER
 OO0823'OF THE STATE LINE CEMETERY AND METHODIST CHURCH.  CONTINUE
 OO0823'SOUTH ON STATE HIGHWAY 139 FOR 0.05 MILE TO A CROSSROAD AT THE
 OO0823'MINNESOTA-IOWA STATE LINE.  TURN LEFT AND GO EAST ON A GRAVELED
 OO0823'ROAD FOR 0.2 MILES TO THE TOP OF A SMALL GRADE AND THE STATION
 OO0823'ON THE RIGHT.
 OO0823'
 OO0823'REFERENCE MARK 1 IS 30 FEET NORTH OF THE CENTERLINE OF THE
 OO0823'GRAVELED ROAD, 4 FEET SOUTH OF A POWER POLE, AND 1 FOOT SOUTH
 OO0823'OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 OO0823'STAMPED CANTON NO 1 1961.
 OO0823'
 OO0823'REFERENCE MARK 2 IS 29 FEET SOUTH OF THE CENTERLINE OF THE
 OO0823'GRAVELED ROAD, 2 FEET EAST OF THE TELEPHONE POLE WITH THE TRIANGULAR
 OO0823'BLAZE, AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MONUMENT PROJECTS
 OO0823'1 INCH AND THE DISK IS STAMPED CANTON NO 2 1961.
 OO0823'
 OO0823'THE AZIMUTH MARK IS 70 FEET WEST OF THE CENTERLINE OF STATE
 OO0823'HIGHWAY 139, 29 FEET EAST OF A T-FENCE CORNER, 1 FOOT NORTHEAST
 OO0823'OF THE NORTHEAST CORNER OF THE CEMETERY WIRE FENCE, AND 1
 OO0823'FOOT NORTHEAST OF A WITNESS POST.  THE MONUMENT IS FLUSH AND
 OO0823'THE DISK IS STAMPED CANTON 1961.
 OO0823'
 OO0823'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OO0823
 OO0823                          STATION RECOVERY (1973)
 OO0823
 OO0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OO0823'THE STATION MARKS, REFERENCE MARK NO. 1, AND THE AZIMUTH
 OO0823'MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAD
 OO0823'BEEN GRADED OUT, THE MONUMENT WAS NOT RECOVERED.  THE MINNESOTA
 OO0823'STATE HIGHWAY DEPARTMENT REQUESTED THAT THE MARKS BE MOVED AS
 OO0823'THEY WERE IN DANGER OF BEING DESTROYED BY IMPROVEMENTS ALONG
 OO0823'A COUNTY ROAD.  THE POSITION OF THE STATION MARK WAS HELD AND
 OO0823'THE SURFACE AND UNDERGROUND STATION MARKS WERE REMOVED, A NEW
 OO0823'UNDERGROUND STATION MARK WAS SET LOWER AND A SURFACE
 OO0823'STATION MARK WAS PLUMBED OVER IT AT GROUND LEVEL.
 OO0823'REFERENCE MARKS NO. 3 AND NO. 4 WERE SET AND THE DISK WAS
 OO0823'REMOVED FROM REFERENCE MARK NO. 1.
 OO0823'
 OO0823'A NEW DESCRIPTION FOLLOWS--
 OO0823'
 OO0823'THE STATION IS LOCATED ALONG THE MINNESOTA-IOWA STATE LINE,
 OO0823'ABOUT 4-MILES SOUTH OF HARMONY, AND 10 MILES NORTHEAST OF CRESCO,
 OO0823'IN THE NW 1/4, SEC 11, T 100 N, R 10 W, ON THE RIGHT-OF-WAY
 OO0823'OF A COUNTY ROAD, AT THE CREST OF A LOW RIDGE, 0.2 MILE EAST
 OO0823'OF STATE HIGHWAY 139, AND ON THE SOUTH SIDE OF THE ROAD.
 OO0823'
 OO0823'THE STATION MARK IS A STANDARD DISK STAMPED CANTON 1961 1973,
 OO0823'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 OO0823'IS 316 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 27 FEET
 OO0823'SOUTH OF THE CENTER OF THE ROAD, AND 10.9 FEET NORTH OF A METAL
 OO0823'WITNESS POST AND FENCE.
 OO0823'
 OO0823'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED CANTON 1961
 OO0823'NO 3 1973, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 OO0823'IT IS 38 FEET SOUTH OF THE CENTER OF THE COUNTY ROAD, 36.7
 OO0823'FEET EAST OF A METAL WITNESS POST, AND 0.5 FOOT NORTH OF THE
 OO0823'SOUTH RIGHT-OF-WAY FENCE.
 OO0823'
 OO0823'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED CANTON 1961
 OO0823'NO 4 1973, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE
 OO0823'GROUND.  IT IS 38 FEET SOUTH OF THE CENTER OF THE ROAD, 31.6
 OO0823'FEET WEST OF THE METAL WITNESS POST, AND 0.5 FOOT NORTH OF THE
 OO0823'SOUTH RIGHT-OF-WAY FENCE.
 OO0823'
 OO0823'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CANTON 1961, SET IN
 OO0823'A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 1
 OO0823'FOOT NORTHEAST OF THE NORTHEAST CORNER OF A CEMETERY FENCE,
 OO0823'70 FEET WEST OF THE CENTER OF STATE HIGHWAY 139, 29 FEET EAST
 OO0823'OF A T FENCE CORNER, AND 1 FOOT EAST OF A METAL WITNESS POST.
 OO0823'
 OO0823'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44
 OO0823'AND 139 AT THE SOUTH EDGE OF HARMONY, GO SOUTH ON HIGHWAY 139
 OO0823'FOR 2.9 MILES TO THE NORTHEAST CORNER OF A CEMETERY AND THE
 OO0823'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE SOUTH 0.1
 OO0823'MILE TO A GRAVELED CROSSROAD AND THE STATE LINE, TURN LEFT AND
 OO0823'GO EAST ON THE GRAVELED ROAD 0.2 MILE TO THE TOP OF THE RIDGE
 OO0823'AND THE STATION ON THE RIGHT AS DESCRIBED.
 OO0823'
 OO0823'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 OO0823'SOUTH OF HARMONY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1398 ***********************************************************************
 LF1398  DESIGNATION -  CAP
 LF1398  PID         -  LF1398
 LF1398  STATE/COUNTY-  IA/FREMONT
 LF1398  USGS QUAD   -  HAMBURG (1984)
 LF1398
 LF1398                         *CURRENT SURVEY CONTROL
 LF1398  ___________________________________________________________________
 LF1398* NAD 83(1996)-  40 35 05.40392(N)    095 44 07.23887(W)     ADJUSTED  
 LF1398* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 LF1398  ___________________________________________________________________
 LF1398  LAPLACE CORR-          -6.67  (seconds)                    DEFLEC99
 LF1398  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LF1398
 LF1398  HORZ ORDER  -  SECOND
 LF1398
 LF1398.The horizontal coordinates were established by classical geodetic methods
 LF1398.and adjusted by the National Geodetic Survey in May 1999..
 LF1398
 LF1398.The orthometric height was scaled from a topographic map.
 LF1398
 LF1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1398
 LF1398.The geoid height was determined by GEOID03.
 LF1398
 LF1398;                    North         East     Units Scale Factor Converg.
 LF1398;SPC IA S     -    67,376.750   310,773.514   MT  1.00000577   -1 28 20.7
 LF1398;SPC NE       -    92,339.784   860,826.180   MT  0.99978667   +2 49 34.2
 LF1398;UTM  15      - 4,496,267.918   268,502.292   MT  1.00025970   -1 46 49.2
 LF1398
 LF1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1398!SPC IA S     -   0.99996106  x   1.00000577  =   0.99996682
 LF1398!SPC NE       -   0.99996106  x   0.99978667  =   0.99974773
 LF1398!UTM  15      -   0.99996106  x   1.00025970  =   1.00022074
 LF1398
 LF1398                          SUPERSEDED SURVEY CONTROL
 LF1398
 LF1398  NAD 83(1996)-  40 35 05.40392(N)    095 44 07.23887(W) AD(       ) 2
 LF1398  NAD 83(1986)-  40 35 05.41052(N)    095 44 07.23441(W) AD(       ) 2
 LF1398  NAD 27      -  40 35 05.41100(N)    095 44 06.23900(W) AD(       ) 2
 LF1398
 LF1398.Superseded values are not recommended for survey control.
 LF1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1398.See file dsdata.txt to determine how the superseded data were derived.
 LF1398
 LF1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6850296268(NAD 83)
 LF1398_MARKER: P = PIPE CAP
 LF1398_SETTING: 0 = UNSPECIFIED SETTING
 LF1398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1398
 LF1398  HISTORY     - Date     Condition        Report By
 LF1398  HISTORY     - 1934     MONUMENTED       MORC
 LF1398  HISTORY     - 1961     GOOD             CGS
 LF1398
 LF1398                          STATION DESCRIPTION
 LF1398
 LF1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (FAR)
 LF1398'THIS TRAVERSE STATION WAS RECOVERED AS DESCRIBED BY C.I.A.
 LF1398'IN 1934 AND FOUND IN GOOD CONDITION.  THIS IS A MISSOURI RIVER
 LF1398'COMMISSION CAP SET ON TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0899 ***********************************************************************
 OO0899  DESIGNATION -  CARDINAL
 OO0899  PID         -  OO0899
 OO0899  STATE/COUNTY-  IA/WINNESHIEK
 OO0899  USGS QUAD   -  CRESCO SE (1981)
 OO0899
 OO0899                         *CURRENT SURVEY CONTROL
 OO0899  ___________________________________________________________________
 OO0899* NAD 83(1996)-  43 20 07.50083(N)    092 02 03.39759(W)     ADJUSTED  
 OO0899* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 OO0899  ___________________________________________________________________
 OO0899  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 OO0899  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 OO0899
 OO0899  HORZ ORDER  -  THIRD
 OO0899
 OO0899.The horizontal coordinates were established by classical geodetic methods
 OO0899.and adjusted by the National Geodetic Survey in May 1999..
 OO0899
 OO0899.The orthometric height was scaled from a topographic map.
 OO0899
 OO0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0899
 OO0899.The geoid height was determined by GEOID03.
 OO0899
 OO0899;                    North         East     Units Scale Factor Converg.
 OO0899;SPC IA N     - 1,204,910.554 1,618,859.927   MT  1.00001329   +0 59 36.2
 OO0899;UTM  15      - 4,798,516.155   578,285.185   MT  0.99967539   +0 39 46.0
 OO0899
 OO0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0899!SPC IA N     -   0.99994452  x   1.00001329  =   0.99995780
 OO0899!UTM  15      -   0.99994452  x   0.99967539  =   0.99961992
 OO0899
 OO0899|---------------------------------------------------------------------|
 OO0899| PID    Reference Object                     Distance      Geod. Az  |
 OO0899|                                                           dddmmss.s |
 OO0899| CI5215 CARDINAL RM 1                         9.175 METERS 09235     |
 OO0899| ON0906 MADISON CHURCH SPIRE                APPROX. 9.2 KM 1052447.3 |
 OO0899| ON0907 RIDGEWAY MUNICIPAL TANK             APPROX. 5.6 KM 1410629.6 |
 OO0899| CI5214 CARDINAL AZ MK                                     1881902.5 |
 OO0899| CI5216 CARDINAL RM 2                        10.921 METERS 27236     |
 OO0899|---------------------------------------------------------------------|
 OO0899
 OO0899                          SUPERSEDED SURVEY CONTROL
 OO0899
 OO0899  NAD 83(1996)-  43 20 07.50082(N)    092 02 03.39757(W) AD(       ) 3
 OO0899  NAD 83(1986)-  43 20 07.49362(N)    092 02 03.39650(W) AD(       ) 3
 OO0899  NAD 27      -  43 20 07.60740(N)    092 02 02.80400(W) AD(       ) 3
 OO0899
 OO0899.Superseded values are not recommended for survey control.
 OO0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0899.See file dsdata.txt to determine how the superseded data were derived.
 OO0899
 OO0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7828598516(NAD 83)
 OO0899_MARKER: DS = TRIANGULATION STATION DISK
 OO0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0899
 OO0899  HISTORY     - Date     Condition        Report By
 OO0899  HISTORY     - 1961     MONUMENTED       CGS
 OO0899
 OO0899                          STATION DESCRIPTION
 OO0899
 OO0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 OO0899'THE STATION IS ABOUT 4 MILES NORTHWEST OF RIDGEWAY, ABOUT
 OO0899'4-1/2 MILES SOUTHEAST OF CRESCO, IN THE CENTER OF SEC. 4,
 OO0899'T. 98 N., R. 10 W. AND ON ROAD RIGHT-OF-WAY.  IT IS 28 FEET
 OO0899'NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 24 FEET EAST OF A
 OO0899'FENCE CORNER, 12 FEET WEST OF A TELEPHONE POLE, 5 FEET SOUTHWEST
 OO0899'OF A WITNESS POST, 3 FEET SOUTHEAST OF AN EAST GATE POST
 OO0899'AND 3 FEET SOUTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH
 OO0899'AND THE DISK IS STAMPED CARDINAL 1961.
 OO0899'
 OO0899'TO REACH FROM THE CROSSROAD IN RIDGEWAY, GO NORTHWEST ON STATE
 OO0899'HIGHWAY 9 FOR 2.05 MILES TO A CROSSROAD.  CONTINUE NORTHWEST
 OO0899'ON HIGHWAY 9 FOR 1.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 OO0899'CONTINUE NORTHWEST ON HIGHWAY 9 FOR 0.25 MILE TO A CROSSROAD.
 OO0899'TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.2 MILE TO
 OO0899'A WOODEN GATE AND THE STATION ON THE LEFT.
 OO0899'
 OO0899'REFERENCE MARK 1 IS 28 FEET NORTH OF THE CENTERLINE OF THE
 OO0899'GRAVELED ROAD, 19 FEET EAST OF THE TELEPHONE POLE AND 4 FEET
 OO0899'SOUTH OF THE WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND
 OO0899'THE DISK IS STAMPED CARDINAL NO 1 1961.
 OO0899'
 OO0899'REFERENCE MARK 2 IS 30 FEET NORTH OF THE CENTERLINE OF THE
 OO0899'GRAVELED ROAD, 12 FEET WEST OF THE FENCE CORNER AND 1 FOOT
 OO0899'SOUTH OF THE WIRE FENCE.  THE MONUMENT PROJECTS 5 INCHES
 OO0899'AND THE DISK IS STAMPED CARDINAL NO 2 1961.
 OO0899'
 OO0899'THE AZIMUTH MARK IS 60 FEET WEST OF A FENCE CORNER, 48 FEET
 OO0899'NORTH OF THE CENTERLINE OF HIGHWAY 9, 2 FEET WEST OF A TELEPHONE
 OO0899'POLE, 2 FEET SOUTH OF A WIRE FENCE AND 1 FOOT SOUTHWEST OF
 OO0899'A WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE
 OO0899'DISK IS STAMPED CARDINAL 1961.
 OO0899'
 OO0899'R.M. 1 TO R.M. 2, SET 180 DEGREES.
 OO0899'
 OO0899'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0625 ***********************************************************************
 MH0625  DESIGNATION -  CARLISLE CITY WATER TOWER
 MH0625  PID         -  MH0625
 MH0625  STATE/COUNTY-  IA/WARREN
 MH0625  USGS QUAD   -  RISING SUN (1993)
 MH0625
 MH0625                         *CURRENT SURVEY CONTROL
 MH0625  ___________________________________________________________________
 MH0625* NAD 83(1996)-  41 30 06.21576(N)    093 29 38.49254(W)     ADJUSTED  
 MH0625* NAVD 88     -                                                        
 MH0625  ___________________________________________________________________
 MH0625  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 MH0625  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 MH0625
 MH0625  HORZ ORDER  -  THIRD
 MH0625
 MH0625.The horizontal coordinates were established by classical geodetic methods
 MH0625.and adjusted by the National Geodetic Survey in May 1999..
 MH0625
 MH0625
 MH0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0625
 MH0625.The geoid height was determined by GEOID03.
 MH0625
 MH0625;                    North         East     Units Scale Factor Converg.
 MH0625;SPC IA S     -   166,766.637   500,498.799   MT  0.99996212   +0 00 14.2
 MH0625;UTM  15      - 4,594,573.699   458,768.278   MT  0.99962092   -0 19 38.5
 MH0625
 MH0625                          SUPERSEDED SURVEY CONTROL
 MH0625
 MH0625  NAD 83(1986)-  41 30 06.22203(N)    093 29 38.49961(W) AD(       ) 4
 MH0625  NAD 27      -  41 30 06.25300(N)    093 29 37.72700(W) AD(       ) 3
 MH0625
 MH0625.Superseded values are not recommended for survey control.
 MH0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0625.See file dsdata.txt to determine how the superseded data were derived.
 MH0625
 MH0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF5876894574(NAD 83)
 MH0625_MARKER: 54 = WATER TOWER
 MH0625
 MH0625  HISTORY     - Date     Condition        Report By
 MH0625  HISTORY     - 1928     FIRST OBSERVED   CGS
 MH0625
 MH0625                          STATION DESCRIPTION
 MH0625
 MH0625'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1210 ***********************************************************************
 OO1210  DESIGNATION -  CARMELITA
 OO1210  PID         -  OO1210
 OO1210  STATE/COUNTY-  IA/HANCOCK
 OO1210  USGS QUAD   -  CRYSTAL LAKE (1972)
 OO1210
 OO1210                         *CURRENT SURVEY CONTROL
 OO1210  ___________________________________________________________________
 OO1210* NAD 83(1996)-  43 10 09.89179(N)    093 52 16.92494(W)     ADJUSTED  
 OO1210* NAVD 88     -       397.6    (meters)    1304.     (feet)  VERTCON   
 OO1210  ___________________________________________________________________
 OO1210  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 OO1210  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 OO1210
 OO1210  HORZ ORDER  -  SECOND
 OO1210
 OO1210.The horizontal coordinates were established by classical geodetic methods
 OO1210.and adjusted by the National Geodetic Survey in May 1999..
 OO1210
 OO1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1210
 OO1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1210
 OO1210.The geoid height was determined by GEOID03.
 OO1210
 OO1210;                    North         East     Units Scale Factor Converg.
 OO1210;SPC IA N     - 1,185,504.019 1,469,802.209   MT  0.99998368   -0 15 06.1
 OO1210;UTM  15      - 4,779,996.749   429,171.490   MT  0.99966171   -0 35 46.2
 OO1210
 OO1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1210!SPC IA N     -   0.99994225  x   0.99998368  =   0.99992593
 OO1210!UTM  15      -   0.99994225  x   0.99966171  =   0.99960398
 OO1210
 OO1210|---------------------------------------------------------------------|
 OO1210| PID    Reference Object                     Distance      Geod. Az  |
 OO1210|                                                           dddmmss.s |
 OO1210| CI5221 CARMELITA RM 1                       10.079 METERS 09114     |
 OO1210| CI5220 CARMELITA AZ MK                                    1802847.7 |
 OO1210| OO1211 CARMELITA RM 2                       10.506 METERS 32922     |
 OO1210|---------------------------------------------------------------------|
 OO1210
 OO1210                          SUPERSEDED SURVEY CONTROL
 OO1210
 OO1210  NAD 83(1996)-  43 10 09.89179(N)    093 52 16.92492(W) AD(       ) 2
 OO1210  NAD 83(1986)-  43 10 09.88383(N)    093 52 16.91847(W) AD(       ) 2
 OO1210  NAD 27      -  43 10 10.02568(N)    093 52 16.10169(W) AD(       ) 2
 OO1210  NGVD 29 (07/19/86)  397.5    (m)         1304.     (f) VERT ANG       
 OO1210
 OO1210.Superseded values are not recommended for survey control.
 OO1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1210.See file dsdata.txt to determine how the superseded data were derived.
 OO1210
 OO1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH2917179997(NAD 83)
 OO1210_MARKER: DS = TRIANGULATION STATION DISK
 OO1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1210_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1210
 OO1210  HISTORY     - Date     Condition        Report By
 OO1210  HISTORY     - 1971     MONUMENTED       NGS
 OO1210  HISTORY     - 1972     GOOD             USGS
 OO1210
 OO1210                          STATION DESCRIPTION
 OO1210
 OO1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1210'THE STATION IS ABOUT 6 MILES NORTHWEST OF BRITT, 5 MILES
 OO1210'SOUTHWEST OF CRYSTAL LAKE AND 4-1/2 MILES SOUTHEAST OF WODEN.
 OO1210'IT IS IN THE SOUTHWEST 1/4 OF SECTION 36, T. 97 N., R. 26 W.
 OO1210'AND ON ROAD RIGHT-OF-WAY.
 OO1210'
 OO1210'TO REACH THE STATION FROM THE POST OFFICE IN WODEN, GO WEST
 OO1210'ON A PAVED STREET FOR 0.1 MILE TO A T-ROAD.  TURN LEFT AND
 OO1210'GO SOUTH ON STATE HIGHWAY 111 FOR 0.2 MILE TO A FORK.  BEAR
 OO1210'RIGHT AND GO SOUTH ON COUNTY ROAD R 20 FOR 3.25 MILES TO A
 OO1210'CROSSROAD.  TURN LEFT AND GO EAST ON COUNTY ROAD B 20 FOR 2.0
 OO1210'MILES TO A CROSSROAD.  TURN RIGHT, GO SOUTH ON A GRAVELED
 OO1210'ROAD FOR 1.0 MILE TO A CROSSROAD AND THE STATION IN THE
 OO1210'NORTHEAST ANGLE OF THE INTERSECTION.
 OO1210'
 OO1210'STATION MARKS ARE STANDARD DISKS STAMPED CARMELITA 1971.  THE
 OO1210'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OO1210'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 61 FEET
 OO1210'EAST OF THE CENTER OF THE GRAVELED ROAD, 35 FEET NORTH OF THE
 OO1210'CENTER OF A GRAVELED ROAD, 3.8 FEET EAST OF A METAL WITNESS
 OO1210'POST AND ABOUT 3 FEET LOWER THAN THE ROAD LEVEL.  THE
 OO1210'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OO1210'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 OO1210'
 OO1210'REFERENCE MARK 1, A STANDARD DISK STAMPED CARMELITA NO 1 1971,
 OO1210'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1210'FLUSH WITH THE GROUND SURFACE.  IT IS 94 FEET EAST OF THE
 OO1210'CENTER OF THE GRAVELED ROAD, 34 FEET NORTH OF THE GRAVELED ROAD
 OO1210'AND 37 FEET EAST OF THE METAL WITNESS POST.
 OO1210'
 OO1210'REFERENCE MARK 2, A STANDARD DISK STAMPED CARMELITA NO 2 1971,
 OO1210'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1210'FLUSH WITH THE GROUND SURFACE.  IT IS 64 FEET NORTH OF THE CENTER
 OO1210'OF THE GRAVELED ROAD, 59 FEET SOUTH OF A TELEPHONE POLE, 44
 OO1210'FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 32 FEET
 OO1210'NORTH-NORTHWEST OF THE METAL WITNESS POST.
 OO1210'
 OO1210'THE AZIMUTH MARK, A STANDARD DISK STAMPED CARMELITA 1971, IS
 OO1210'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1210'FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET WEST OF THE CENTER
 OO1210'OF THE GRAVELED ROAD, 10 FEET NORTH OF THE CENTER OF A FIELD
 OO1210'ENTRANCE, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST AND 2.5
 OO1210'FEET EAST-NORTHEAST OF THE NORTH GATE POST OF A WIRE GATE.
 OO1210'
 OO1210'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 OO1210'GRAVELED ROAD FOR 0.65 MILE TO THE MARK ON THE RIGHT.
 OO1210'
 OO1210'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 OO1210
 OO1210                          STATION RECOVERY (1972)
 OO1210
 OO1210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO1210'ALL MARKS FOUND IN GOOD CONDITION.  DISTANCES CHECKED AND
 OO1210'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1211 ***********************************************************************
 OO1211  DESIGNATION -  CARMELITA RM 2
 OO1211  PID         -  OO1211
 OO1211  STATE/COUNTY-  IA/HANCOCK
 OO1211  USGS QUAD   -  CRYSTAL LAKE (1972)
 OO1211
 OO1211                         *CURRENT SURVEY CONTROL
 OO1211  ___________________________________________________________________
 OO1211* NAD 83(1996)-  43 10 10.18470(N)    093 52 17.16199(W)     ADJUSTED  
 OO1211* NAVD 88     -       397.8    (meters)    1305.     (feet)  VERTCON   
 OO1211  ___________________________________________________________________
 OO1211  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 OO1211  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 OO1211
 OO1211  HORZ ORDER  -  SECOND
 OO1211
 OO1211.The horizontal coordinates were established by classical geodetic methods
 OO1211.and adjusted by the National Geodetic Survey in May 1999..
 OO1211
 OO1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1211
 OO1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1211
 OO1211.The geoid height was determined by GEOID03.
 OO1211
 OO1211;                    North         East     Units Scale Factor Converg.
 OO1211;SPC IA N     - 1,185,513.081 1,469,796.895   MT  0.99998369   -0 15 06.3
 OO1211;UTM  15      - 4,780,005.841   429,166.232   MT  0.99966172   -0 35 46.4
 OO1211
 OO1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1211!SPC IA N     -   0.99994222  x   0.99998369  =   0.99992591
 OO1211!UTM  15      -   0.99994222  x   0.99966172  =   0.99960396
 OO1211
 OO1211:                Primary Azimuth Mark                     Grid Az
 OO1211:SPC IA N     -  CLOVER                                   015 30 31.9
 OO1211:UTM  15      -  CLOVER                                   015 51 12.0
 OO1211
 OO1211|---------------------------------------------------------------------|
 OO1211| PID    Reference Object                     Distance      Geod. Az  |
 OO1211|                                                           dddmmss.s |
 OO1211| OO1209 CLOVER                              APPROX. 6.6 KM 0151525.6 |
 OO1211| OO1210 CARMELITA                            10.506 METERS 14922     |
 OO1211|---------------------------------------------------------------------|
 OO1211
 OO1211                          SUPERSEDED SURVEY CONTROL
 OO1211
 OO1211  NAD 83(1996)-  43 10 10.18469(N)    093 52 17.16198(W) AD(       ) 2
 OO1211  NAD 83(1986)-  43 10 10.17681(N)    093 52 17.15558(W) AD(       ) 2
 OO1211  NAD 27      -  43 10 10.31866(N)    093 52 16.33881(W) AD(       ) 2
 OO1211  NGVD 29 (07/19/86)  397.7    (m)         1305.     (f) VERT ANG       
 OO1211
 OO1211.Superseded values are not recommended for survey control.
 OO1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1211.See file dsdata.txt to determine how the superseded data were derived.
 OO1211
 OO1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH2916680006(NAD 83)
 OO1211_MARKER: DR = REFERENCE MARK DISK
 OO1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1211+STABILITY: SURFACE MOTION
 OO1211
 OO1211  HISTORY     - Date     Condition        Report By
 OO1211  HISTORY     - 1971     MONUMENTED       NGS
 OO1211
 OO1211                          STATION DESCRIPTION
 OO1211
 OO1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1211'THE STATION IS ABOUT 6 MILES NORTHWEST OF BRITT, 5 MILES
 OO1211'SOUTHWEST OF CRYSTAL LAKE AND 4-1/2 MILES SOUTHEAST OF WODEN.
 OO1211'IT IS IN THE SOUTHWEST 1/4 OF SECTION 36, T. 97 N., R. 26 W.
 OO1211'AND ON ROAD RIGHT-OF-WAY.
 OO1211'
 OO1211'TO REACH THE STATION FROM THE POST OFFICE IN WODEN, GO WEST
 OO1211'ON A PAVED STREET FOR 0.1 MILE TO A T-ROAD.  TURN LEFT AND
 OO1211'GO SOUTH ON STATE HIGHWAY 111 FOR 0.2 MILE TO A FORK.  BEAR
 OO1211'RIGHT AND GO SOUTH ON COUNTY ROAD R 20 FOR 3.25 MILES TO A
 OO1211'CROSSROAD.  TURN LEFT AND GO EAST ON COUNTY ROAD B 20 FOR 2.0
 OO1211'MILES TO A CROSSROAD.  TURN RIGHT, GO SOUTH ON A GRAVELED
 OO1211'ROAD FOR 1.0 MILE TO A CROSSROAD AND THE STATION IN THE
 OO1211'NORTHEAST ANGLE OF THE INTERSECTION.
 OO1211'
 OO1211'THE STATION MARK, A STANDARD REFERENCE DISK STAMPED CARMELITA
 OO1211'NO 2 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1211'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 64 FEET
 OO1211'NORTH OF THE CENTER OF A GRAVELED ROAD, 59 FEET SOUTH OF A
 OO1211'TELEPHONE POLE, 44 FEET EAST OF THE CENTER OF A GRAVELED ROAD
 OO1211'AND 32 FEET NORTH-NORTHWEST OF THE METAL WITNESS POST.
 OO1211'
 OO1211'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1125 ***********************************************************************
 OO1125  DESIGNATION -  CARPENTER
 OO1125  PID         -  OO1125
 OO1125  STATE/COUNTY-  IA/MITCHELL
 OO1125  USGS QUAD   -  CARPENTER (1972)
 OO1125
 OO1125                         *CURRENT SURVEY CONTROL
 OO1125  ___________________________________________________________________
 OO1125* NAD 83(1996)-  43 24 55.97254(N)    093 00 50.77313(W)     ADJUSTED  
 OO1125* NAVD 88     -       363.3    (meters)    1192.     (feet)  VERTCON   
 OO1125  ___________________________________________________________________
 OO1125  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 OO1125  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 OO1125
 OO1125  HORZ ORDER  -  SECOND
 OO1125
 OO1125.The horizontal coordinates were established by classical geodetic methods
 OO1125.and adjusted by the National Geodetic Survey in May 1999..
 OO1125
 OO1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1125
 OO1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1125
 OO1125.The geoid height was determined by GEOID03.
 OO1125
 OO1125;                    North         East     Units Scale Factor Converg.
 OO1125;SPC IA N     - 1,212,895.990 1,539,353.401   MT  1.00003060   +0 19 45.5
 OO1125;SPC MN S     -   146,655.741   879,853.115   MT  1.00009994   +0 41 27.8
 OO1125;UTM  15      - 4,806,962.465   498,858.212   MT  0.99960002   -0 00 34.9
 OO1125
 OO1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1125!SPC IA N     -   0.99994757  x   1.00003060  =   0.99997817
 OO1125!SPC MN S     -   0.99994757  x   1.00009994  =   1.00004750
 OO1125!UTM  15      -   0.99994757  x   0.99960002  =   0.99954761
 OO1125
 OO1125|---------------------------------------------------------------------|
 OO1125| PID    Reference Object                     Distance      Geod. Az  |
 OO1125|                                                           dddmmss.s |
 OO1125| CI5223 CARPENTER RM 1                       20.067 METERS 05448     |
 OO1125| OO1124 CARPENTER RM 2                       13.346 METERS 15608     |
 OO1125| CI5222 CARPENTER AZ MK                                    1832958.9 |
 OO1125|---------------------------------------------------------------------|
 OO1125
 OO1125                          SUPERSEDED SURVEY CONTROL
 OO1125
 OO1125  NAD 83(1996)-  43 24 55.97254(N)    093 00 50.77313(W) AD(       ) 2
 OO1125  NAD 83(1986)-  43 24 55.96398(N)    093 00 50.76988(W) AD(       ) 2
 OO1125  NAD 27      -  43 24 56.09132(N)    093 00 50.06987(W) AD(       ) 2
 OO1125  NGVD 29 (07/19/86)  363.3    (m)         1192.     (f) VERT ANG       
 OO1125
 OO1125.Superseded values are not recommended for survey control.
 OO1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1125.See file dsdata.txt to determine how the superseded data were derived.
 OO1125
 OO1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9885806962(NAD 83)
 OO1125_MARKER: DS = TRIANGULATION STATION DISK
 OO1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1125
 OO1125  HISTORY     - Date     Condition        Report By
 OO1125  HISTORY     - 1971     MONUMENTED       NGS
 OO1125
 OO1125                          STATION DESCRIPTION
 OO1125
 OO1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1125'THE STATION IS LOCATED ON THE EAST SIDE OF THE TOWN OF CARPENTER
 OO1125'ON THE PROPERTY OF THE CARPENTER ELEMENTARY SCHOOL.
 OO1125'
 OO1125'TO REACH THE STATION FROM THE POST OFFICE IN CARPENTER, GO
 OO1125'EAST ON STATE HIGHWAY 105 FOR 0.1 MILE TO THE CARPENTER
 OO1125'ELEMENTARY SCHOOL AND THE STATION ON THE LEFT.
 OO1125'
 OO1125'STATION MARKS ARE STANDARD DISKS STAMPED CARPENTER 1971.
 OO1125'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OO1125'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 OO1125'IT IS 195 FEET NORTH OF THE CENTER OF STATE HIGHWAY 105,
 OO1125'64.4 FEET NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE
 OO1125'SCHOOL BUILDING AND 16 FEET EAST-NORTHEAST OF THE NORTHEAST
 OO1125'CORNER OF THE SCHOOL BUILDING.  THE UNDERGROUND DISK IS SET
 OO1125'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 OO1125'THE GROUND SURFACE.
 OO1125'
 OO1125'REFERENCE MARK 1, A STANDARD DISK STAMPED CARPENTER NO 1
 OO1125'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1125'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 104
 OO1125'FEET SOUTHEAST OF THE NORTHEAST CORNER OF A METAL BUILDING,
 OO1125'81.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL
 OO1125'BUILDING AND 2.5 FEET WEST OF THE SOUTH 1 OF 7 LIGHT POLES.
 OO1125'
 OO1125'REFERENCE MARK 2, A STANDARD DISK STAMPED CARPENTER NO 2 1971,
 OO1125'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1125'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 156 FEET NORTH
 OO1125'OF THE CENTER OF STATE HIGHWAY 105, 47.6 FEET SOUTH-SOUTHEAST
 OO1125'OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 39.6 FEET
 OO1125'NORTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING AND 33
 OO1125'FEET EAST OF THE EAST FACE OF THE SCHOOL BUILDING.
 OO1125'
 OO1125'THE AZIMUTH MARK, A STANDARD DISK STAMPED CARPENTER 1971,
 OO1125'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1125'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 31
 OO1125'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 4 FEET NORTH-NORTHWEST
 OO1125'OF THE NORTH 1 OF 3 CORNER POSTS, 1.6 FEET NORTH OF A METAL
 OO1125'WITNESS POST AND 1.4 FEET WEST OF A WIRE FENCE.
 OO1125'
 OO1125'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD AT THE SOUTHWEST
 OO1125'CORNER OF THE SCHOOL GROUNDS, GO SOUTH ON A MACADAM ROAD,
 OO1125'TURNING TO GRAVEL, FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OO1125'
 OO1125'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1124 ***********************************************************************
 OO1124  DESIGNATION -  CARPENTER RM 2
 OO1124  PID         -  OO1124
 OO1124  STATE/COUNTY-  IA/MITCHELL
 OO1124  USGS QUAD   -  CARPENTER (1972)
 OO1124
 OO1124                         *CURRENT SURVEY CONTROL
 OO1124  ___________________________________________________________________
 OO1124* NAD 83(1996)-  43 24 55.57708(N)    093 00 50.53305(W)     ADJUSTED  
 OO1124* NAVD 88     -       363.4    (meters)    1192.     (feet)  VERTCON   
 OO1124  ___________________________________________________________________
 OO1124  LAPLACE CORR-          -7.76  (seconds)                    DEFLEC99
 OO1124  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 OO1124
 OO1124  HORZ ORDER  -  SECOND
 OO1124
 OO1124.The horizontal coordinates were established by classical geodetic methods
 OO1124.and adjusted by the National Geodetic Survey in May 1999..
 OO1124
 OO1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1124
 OO1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1124
 OO1124.The geoid height was determined by GEOID03.
 OO1124
 OO1124;                    North         East     Units Scale Factor Converg.
 OO1124;SPC IA N     - 1,212,883.817 1,539,358.872   MT  1.00003058   +0 19 45.7
 OO1124;SPC MN S     -   146,643.601   879,858.663   MT  1.00009998   +0 41 27.9
 OO1124;UTM  15      - 4,806,950.265   498,863.609   MT  0.99960002   -0 00 34.7
 OO1124
 OO1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1124!SPC IA N     -   0.99994755  x   1.00003058  =   0.99997813
 OO1124!SPC MN S     -   0.99994755  x   1.00009998  =   1.00004753
 OO1124!UTM  15      -   0.99994755  x   0.99960002  =   0.99954759
 OO1124
 OO1124:                Primary Azimuth Mark                     Grid Az
 OO1124:SPC IA N     -  ST ANSGAR                                116 04 25.6
 OO1124:SPC MN S     -  ST ANSGAR                                115 42 43.4
 OO1124:UTM  15      -  ST ANSGAR                                116 24 46.0
 OO1124
 OO1124|---------------------------------------------------------------------|
 OO1124| PID    Reference Object                     Distance      Geod. Az  |
 OO1124|                                                           dddmmss.s |
 OO1124| OO1013 ST ANSGAR                           APPROX. 9.1 KM 1162411.3 |
 OO1124| OO1125 CARPENTER                            13.346 METERS 33608     |
 OO1124|---------------------------------------------------------------------|
 OO1124
 OO1124                          SUPERSEDED SURVEY CONTROL
 OO1124
 OO1124  NAD 83(1996)-  43 24 55.57708(N)    093 00 50.53305(W) AD(       ) 2
 OO1124  NAD 83(1986)-  43 24 55.56852(N)    093 00 50.52979(W) AD(       ) 2
 OO1124  NAD 27      -  43 24 55.69587(N)    093 00 49.82980(W) AD(       ) 2
 OO1124  NGVD 29 (07/19/86)  363.4    (m)         1192.     (f) VERT ANG       
 OO1124
 OO1124.Superseded values are not recommended for survey control.
 OO1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1124.See file dsdata.txt to determine how the superseded data were derived.
 OO1124
 OO1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9886406950(NAD 83)
 OO1124_MARKER: DR = REFERENCE MARK DISK
 OO1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1124+STABILITY: SURFACE MOTION
 OO1124
 OO1124  HISTORY     - Date     Condition        Report By
 OO1124  HISTORY     - 1971     MONUMENTED       NGS
 OO1124
 OO1124                          STATION DESCRIPTION
 OO1124
 OO1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1124'THE STATION IS LOCATED ON THE EAST SIDE OF CARPENTER ON THE
 OO1124'PROPERTY OF THE CARPENTER ELEMENTARY SCHOOL.
 OO1124'
 OO1124'TO REACH THE STATION FROM THE POST OFFICE IN CARPENTER, GO
 OO1124'EAST ON STATE HIGHWAY 105 FOR 0.1 MILE TO THE CARPENTER ELEMENTARY
 OO1124'SCHOOL AND THE STATION ON THE LEFT.
 OO1124'
 OO1124'THE STATION MARK, A STANDARD REFERENCE DISK STAMPED CARPENTER NO 2
 OO1124'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1124'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 156 FEET
 OO1124'NORTH OF THE CENTER OF STATE HIGHWAY 105, 47.6 FEET
 OO1124'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL
 OO1124'BUILDING, 39.6 FEET NORTH-NORTHEAST OF THE SOUTHEAST CORNER
 OO1124'OF THE SCHOOL BUILDING AND 33 FEET EAST OF THE EAST FACE OF
 OO1124'THE SCHOOL BUILDING.
 OO1124'
 OO1124'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0565 ***********************************************************************
 NK0565  DESIGNATION -  CARROLL
 NK0565  PID         -  NK0565
 NK0565  STATE/COUNTY-  IA/TAMA
 NK0565  USGS QUAD   -  CLUTIER (1971)
 NK0565
 NK0565                         *CURRENT SURVEY CONTROL
 NK0565  ___________________________________________________________________
 NK0565* NAD 83(1996)-  42 04 13.07448(N)    092 28 25.07731(W)     ADJUSTED  
 NK0565* NAVD 88     -       314.6    (meters)    1032.     (feet)  VERTCON   
 NK0565  ___________________________________________________________________
 NK0565  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 NK0565  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 NK0565
 NK0565  HORZ ORDER  -  SECOND
 NK0565
 NK0565.The horizontal coordinates were established by classical geodetic methods
 NK0565.and adjusted by the National Geodetic Survey in May 1999..
 NK0565
 NK0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0565
 NK0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0565
 NK0565.The geoid height was determined by GEOID03.
 NK0565
 NK0565;                    North         East     Units Scale Factor Converg.
 NK0565;SPC IA N     - 1,063,862.415 1,584,939.521   MT  0.99999934   +0 41 44.2
 NK0565;UTM  15      - 4,657,715.454   543,544.548   MT  0.99962333   +0 21 09.7
 NK0565
 NK0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0565!SPC IA N     -   0.99995561  x   0.99999934  =   0.99995495
 NK0565!UTM  15      -   0.99995561  x   0.99962333  =   0.99957895
 NK0565
 NK0565|---------------------------------------------------------------------|
 NK0565| PID    Reference Object                     Distance      Geod. Az  |
 NK0565|                                                           dddmmss.s |
 NK0565| CI5228 CARROLL RM 2                         16.489 METERS 23025     |
 NK0565| NK0599 HOWARD                              APPROX. 7.3 KM 2733543.8 |
 NK0565| CI5227 CARROLL RM 1                         15.582 METERS 30306     |
 NK0565|---------------------------------------------------------------------|
 NK0565
 NK0565                          SUPERSEDED SURVEY CONTROL
 NK0565
 NK0565  NAD 83(1986)-  42 04 13.07544(N)    092 28 25.07554(W) AD(       ) 2
 NK0565  NAD 27      -  42 04 13.10663(N)    092 28 24.39332(W) AD(       ) 2
 NK0565  NGVD 29 (07/19/86)  314.6    (m)         1032.     (f) VERT ANG       
 NK0565
 NK0565.Superseded values are not recommended for survey control.
 NK0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0565.See file dsdata.txt to determine how the superseded data were derived.
 NK0565
 NK0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4354557715(NAD 83)
 NK0565_MARKER: DD = SURVEY DISK
 NK0565_SETTING: 0 = UNSPECIFIED SETTING
 NK0565
 NK0565  HISTORY     - Date     Condition        Report By
 NK0565  HISTORY     - 1970     MONUMENTED       USGS
 NK0565
 NK0565                          STATION DESCRIPTION
 NK0565
 NK0565'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 NK0565'THE STATION IS ABOUT 8.4 MI SSW. OF TRAER, IOWA, ABOUT 0.4 MI
 NK0565'N. OF THE COR. OF SECS. 21, 22, 27 AND 28, T. 84 N., R. 14 W., ON
 NK0565'SLIGHT RISE.
 NK0565'
 NK0565'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 63 AND
 NK0565'ST. HWY. 8 IN TRAER, GO S. AND W. ON U.S. HWY. 63 FOR 1.65 MI
 NK0565'TO A CROSSROADS, TURN LEFT AND GO S. FOR 7.1 MI AND STATION ON
 NK0565'LEFT (E.).
 NK0565'
 NK0565'STATION MARK, STAMPED ET CARROLL 1970 IS 265 FT S. AND 13 FT
 NK0565'E. OF CENTER OF RD. AT DRIVE E., 19 FT W. OF E. RIGHT-OF-WAY
 NK0565'FENCE.
 NK0565'
 NK0565'REFERENCE MARK NO. 1, STAMPED CARROLL NO 1 1970 IS NW. OF THE
 NK0565'STATION, 30 FT W. OF CENTER OF RD., 1 FT E. OF W. RIGHT-OF-WAY
 NK0565'FENCE, 1 FT E. OF USGS WITNESS POST.
 NK0565'
 NK0565'REFERENCE MARK NO. 2, STAMPED CARROLL NO 2 1970 IS SW. OF THE
 NK0565'STATION, 30 FT W. OF CENTER OF RD., 1 FT E. OF W. RIGHT-OF-WAY
 NK0565'FENCE.
 NK0565'
 NK0565'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0565'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED
 NK0565'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  REFERENCE MARK 1 AND REFERENCE
 NK0565'MARK 2 ARE SET FLUSH WITH THE GROUND.  THE STATION MARK IS BURIED
 NK0565'APPROX. 20 IN. BELOW THE SURFACE OF THE RD.
 NK0565'
 NK0565'NO AZIMUTH MARK WAS SET.
 NK0565'
 NK0565'REFERENCE AZIMUTH USED - HOLY TRINITY CHURCH SPIRE.  POINT
 NK0565'OBSERVED WAS THE SPIRE OF THE WOOD FRAME CHURCH.  THE SPIRE IS ON
 NK0565'THE S. END OF THE WHITE CHURCH AND HAS A CROSS ON TOP.
 NK0565'
 NK0565'THE CHURCH IS SURROUNDED BY A CEMETERY ON THE N., W., AND
 NK0565'E. SIDES.  THE WORDS HRBITOV NEJSV TROJICE ARE ABOVE THE
 NK0565'CEMETERY ENTRANCE, T. 83 N., R. 14 W., ABOUT 0.1 MI E. OF THE
 NK0565'CENTER OF SEC. 1.
 NK0565'
 NK0565'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0840 ***********************************************************************
 NL0840  DESIGNATION -  CARROLL KCIM RAD MAST SW OF 3
 NL0840  PID         -  NL0840
 NL0840  STATE/COUNTY-  IA/CARROLL
 NL0840  USGS QUAD   -  CARROLL WEST (1980)
 NL0840
 NL0840                         *CURRENT SURVEY CONTROL
 NL0840  ___________________________________________________________________
 NL0840* NAD 83(1996)-  42 02 14.63016(N)    094 53 04.87930(W)     ADJUSTED  
 NL0840* NAVD 88     -                                                        
 NL0840  ___________________________________________________________________
 NL0840  LAPLACE CORR-           7.15  (seconds)                    DEFLEC99
 NL0840  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 NL0840
 NL0840  HORZ ORDER  -  THIRD
 NL0840
 NL0840.The horizontal coordinates were established by classical geodetic methods
 NL0840.and adjusted by the National Geodetic Survey in May 1999..
 NL0840
 NL0840
 NL0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0840
 NL0840.The geoid height was determined by GEOID03.
 NL0840
 NL0840;                    North         East     Units Scale Factor Converg.
 NL0840;SPC IA N     - 1,060,631.277 1,385,349.187   MT  1.00000544   -0 56 18.5
 NL0840;UTM  15      - 4,655,646.764   344,003.032   MT  0.99989944   -1 15 44.2
 NL0840
 NL0840                          SUPERSEDED SURVEY CONTROL
 NL0840
 NL0840  NAD 83(1986)-  42 02 14.62735(N)    094 53 04.88410(W) AD(       ) 4
 NL0840  NAD 27      -  42 02 14.67900(N)    094 53 03.92900(W) AD(       ) 3
 NL0840
 NL0840.Superseded values are not recommended for survey control.
 NL0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0840.See file dsdata.txt to determine how the superseded data were derived.
 NL0840
 NL0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG4400355647(NAD 83)
 NL0840_MARKER: 42 = RADIO/TV MAST
 NL0840
 NL0840  HISTORY     - Date     Condition        Report By
 NL0840  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0840  HISTORY     - 1979     GOOD             NGS
 NL0840
 NL0840                          STATION DESCRIPTION
 NL0840
 NL0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NL0840'STATION, CARROLL KCIM RADIO MAST (SW OF 3), WAS RECOVERED AS DESCRIBED
 NL0840'IN 1950.  MAST HAS NOT BEEN ALTERED OR CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0841 ***********************************************************************
 NL0841  DESIGNATION -  CARROLL KCIM RAD MAST CEN OF 3
 NL0841  PID         -  NL0841
 NL0841  STATE/COUNTY-  IA/CARROLL
 NL0841  USGS QUAD   -  CARROLL WEST (1980)
 NL0841
 NL0841                         *CURRENT SURVEY CONTROL
 NL0841  ___________________________________________________________________
 NL0841* NAD 83(1996)-  42 02 16.28758(N)    094 53 04.18203(W)     ADJUSTED  
 NL0841* NAVD 88     -                                                        
 NL0841  ___________________________________________________________________
 NL0841  LAPLACE CORR-           7.14  (seconds)                    DEFLEC99
 NL0841  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 NL0841
 NL0841  HORZ ORDER  -  THIRD
 NL0841
 NL0841.The horizontal coordinates were established by classical geodetic methods
 NL0841.and adjusted by the National Geodetic Survey in May 1999..
 NL0841
 NL0841
 NL0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0841
 NL0841.The geoid height was determined by GEOID03.
 NL0841
 NL0841;                    North         East     Units Scale Factor Converg.
 NL0841;SPC IA N     - 1,060,682.146 1,385,366.060   MT  1.00000535   -0 56 18.0
 NL0841;UTM  15      - 4,655,697.531   344,020.191   MT  0.99989938   -1 15 43.7
 NL0841
 NL0841                          SUPERSEDED SURVEY CONTROL
 NL0841
 NL0841  NAD 83(1986)-  42 02 16.28471(N)    094 53 04.18681(W) AD(       ) 4
 NL0841  NAD 27      -  42 02 16.33600(N)    094 53 03.23200(W) AD(       ) 3
 NL0841
 NL0841.Superseded values are not recommended for survey control.
 NL0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0841.See file dsdata.txt to determine how the superseded data were derived.
 NL0841
 NL0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG4402055698(NAD 83)
 NL0841_MARKER: 42 = RADIO/TV MAST
 NL0841
 NL0841  HISTORY     - Date     Condition        Report By
 NL0841  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0841  HISTORY     - 1979     GOOD             NGS
 NL0841
 NL0841                          STATION DESCRIPTION
 NL0841
 NL0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NL0841'THE STATION, CARROLL KCIM RADIO MAST (CENTER OF 3) WAS RECOVERED AS
 NL0841'PREVIOUSLY DESCRIBED.  MAST IS SAME ONE AS IN 1950 AND HAS NOT BEEN
 NL0841'ALTERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0842 ***********************************************************************
 NL0842  DESIGNATION -  CARROLL KCIM RAD MAST NE OF 3
 NL0842  PID         -  NL0842
 NL0842  STATE/COUNTY-  IA/CARROLL
 NL0842  USGS QUAD   -  CARROLL WEST (1980)
 NL0842
 NL0842                         *CURRENT SURVEY CONTROL
 NL0842  ___________________________________________________________________
 NL0842* NAD 83(1996)-  42 02 17.97155(N)    094 53 03.48385(W)     ADJUSTED  
 NL0842* NAVD 88     -                                                        
 NL0842  ___________________________________________________________________
 NL0842  LAPLACE CORR-           7.13  (seconds)                    DEFLEC99
 NL0842  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 NL0842
 NL0842  HORZ ORDER  -  THIRD
 NL0842
 NL0842.The horizontal coordinates were established by classical geodetic methods
 NL0842.and adjusted by the National Geodetic Survey in May 1999..
 NL0842
 NL0842
 NL0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0842
 NL0842.The geoid height was determined by GEOID03.
 NL0842
 NL0842;                    North         East     Units Scale Factor Converg.
 NL0842;SPC IA N     - 1,060,733.833 1,385,382.967   MT  1.00000527   -0 56 17.5
 NL0842;UTM  15      - 4,655,749.116   344,037.388   MT  0.99989931   -1 15 43.3
 NL0842
 NL0842                          SUPERSEDED SURVEY CONTROL
 NL0842
 NL0842  NAD 83(1986)-  42 02 17.96872(N)    094 53 03.48864(W) AD(       ) 4
 NL0842  NAD 27      -  42 02 18.02000(N)    094 53 02.53300(W) AD(       ) 3
 NL0842
 NL0842.Superseded values are not recommended for survey control.
 NL0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0842.See file dsdata.txt to determine how the superseded data were derived.
 NL0842
 NL0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG4403755749(NAD 83)
 NL0842_MARKER: 42 = RADIO/TV MAST
 NL0842
 NL0842  HISTORY     - Date     Condition        Report By
 NL0842  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0842  HISTORY     - 1979     GOOD             NGS
 NL0842
 NL0842                          STATION DESCRIPTION
 NL0842
 NL0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0842'THE STATIONS ARE LOCATED ABOUT 2-1/2 MILES SOUTH AND 1/4
 NL0842'MILE WEST OF THE CITY OF CARROLL.  THE MASTS ARE ABOUT 200
 NL0842'FEET HIGH, PAINTED ORANGE AND WHITE AND SET IN A LINE RUNNING
 NL0842'NORTHEAST AND SOUTHWEST.
 NL0842'
 NL0842'TO REACH THE STATIONS FROM THE OVERPASS AT THE JUNCTION
 NL0842'OF U.S. HIGHWAY 71 AND 30 AT THE WEST EDGE OF CARROLL, GO
 NL0842'SOUTH ON U.S. HIGHWAY 71 FOR 2.5 MILES TO A CROSSROADS.
 NL0842'TURN RIGHT (WEST) FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 NL0842'(NORTH) FOR 0.15 MILE TO STATIONS AS DESCRIBED.
 NL0842'
 NL0842'POINT INTERSECTED WAS THE EXTREME TOP.
 NL0842
 NL0842                          STATION RECOVERY (1979)
 NL0842
 NL0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NL0842'STATION, CARROLL KCIM RADIO MAST (NE OF 3) WAS RECOVERED AS PREVIOUSLY
 NL0842'DESCRIBED.  MAST IS THE SAME ONE AS IN 1950 AND HAS NOT BEEN ALTERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0905 ***********************************************************************
 NL0905  DESIGNATION -  CARRPORT
 NL0905  PID         -  NL0905
 NL0905  STATE/COUNTY-  IA/CARROLL
 NL0905  USGS QUAD   -  CARROLL EAST (1980)
 NL0905
 NL0905                         *CURRENT SURVEY CONTROL
 NL0905  ___________________________________________________________________
 NL0905* NAD 83(1996)-  42 02 47.41915(N)    094 47 19.10727(W)     ADJUSTED  
 NL0905* NAVD 88     -       365.3    (meters)    1198.     (feet)  VERTCON   
 NL0905  ___________________________________________________________________
 NL0905  X           -    -396,013.029 (meters)                     COMP
 NL0905  Y           -  -4,727,232.602 (meters)                     COMP
 NL0905  Z           -   4,249,666.755 (meters)                     COMP
 NL0905  LAPLACE CORR-           8.90  (seconds)                    DEFLEC99
 NL0905  ELLIP HEIGHT-         336.84  (meters)          (05/06/99) GPS OBS
 NL0905  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 NL0905
 NL0905  HORZ ORDER  -  THIRD
 NL0905  ELLP ORDER  -  FOURTH    CLASS I
 NL0905
 NL0905.The horizontal coordinates were established by GPS observations
 NL0905.and adjusted by the National Geodetic Survey in May 1999..
 NL0905
 NL0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0905
 NL0905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0905
 NL0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0905
 NL0905.The ellipsoidal height was determined by GPS observations
 NL0905.and is referenced to NAD 83.
 NL0905
 NL0905.The geoid height was determined by GEOID03.
 NL0905
 NL0905;                    North         East     Units Scale Factor Converg.
 NL0905;SPC IA N     - 1,061,517.091 1,393,316.627   MT  1.00000372   -0 52 24.1
 NL0905;UTM  15      - 4,656,487.369   351,974.401   MT  0.99986962   -1 11 53.3
 NL0905
 NL0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0905!SPC IA N     -   0.99994717  x   1.00000372  =   0.99995089
 NL0905!UTM  15      -   0.99994717  x   0.99986962  =   0.99981680
 NL0905
 NL0905:                Primary Azimuth Mark                     Grid Az
 NL0905:SPC IA N     -  CARRPORT AZ MK                           317 11 27.2
 NL0905:UTM  15      -  CARRPORT AZ MK                           317 30 56.4
 NL0905
 NL0905|---------------------------------------------------------------------|
 NL0905| PID    Reference Object                     Distance      Geod. Az  |
 NL0905|                                                           dddmmss.s |
 NL0905| NL0906 CARRPORT AZ MK                      APPROX. 0.8 KM 3161903.1 |
 NL0905|---------------------------------------------------------------------|
 NL0905
 NL0905                          SUPERSEDED SURVEY CONTROL
 NL0905
 NL0905  NAD 83(1986)-  42 02 47.42200(N)    094 47 19.10736(W) AD(       ) 3
 NL0905  NGVD 29 (07/09/90)  365.2    (m)         1198.     (f) GPS OBS        
 NL0905
 NL0905.Superseded values are not recommended for survey control.
 NL0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0905.See file dsdata.txt to determine how the superseded data were derived.
 NL0905
 NL0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG5197456487(NAD 83)
 NL0905_MARKER: I = METAL ROD
 NL0905_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NL0905_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NL0905_STAMPING: CARRPORT 1989
 NL0905_MARK LOGO: NGS   
 NL0905_PROJECTION: FLUSH
 NL0905_MAGNETIC: I = MARKER IS A STEEL ROD
 NL0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0905+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NL0905_ROD/PIPE-DEPTH: 21.5 meters
 NL0905_SLEEVE-DEPTH  : 0.91 meters
 NL0905
 NL0905  HISTORY     - Date     Condition        Report By
 NL0905  HISTORY     - 1989     MONUMENTED       NGS
 NL0905
 NL0905                          STATION DESCRIPTION
 NL0905
 NL0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NL0905'THE STATION IS LOCATED ABOUT 6.45 KM (4.00 MI) EAST-SOUTHEAST OF
 NL0905'CARROLL, AT THE CARROLL MUNICIPAL AIRPORT, AT THE JUNCTION OF THE
 NL0905'RUNWAY AND ENTRANCE RAMP.  OWNERSHIP--CITY OF CARROLL, CARROLL, IA
 NL0905'51401, PHONE (712) 792-4980.  THE AIRPORT MANAGER IS ANNE CONROY.
 NL0905'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 30 AND MAIN
 NL0905'STREET, AT THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN CARROLL,
 NL0905'GO EAST ON US HIGHWAY 30 FOR 6.9 KM (4.30 MI) TO THE INTERSECTION OF
 NL0905'COUNTY ROAD N 38.  TURN RIGHT, SOUTH, ON COUNTY ROAD N 38 FOR 1.9 KM
 NL0905'(1.20 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,
 NL0905'WEST, ON THE ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO THE OFFICE ON THE
 NL0905'LEFT.  CONTINUE AHEAD ON THE ENTRANCE RAMP TO THE JUNCTION OF THE
 NL0905'RUNWAY AND THE STATION ON THE RIGHT.
 NL0905'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NL0905'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NL0905'SURROUNDED BY CONCRETE.  LOCATED 25.4 M (83.3 FT) NORTHEAST OF THE
 NL0905'CENTER OF THE RUNWAY, 22.9 M (75.1 FT) NORTHWEST OF THE CENTER OF THE
 NL0905'ENTRANCE RAMP, 10.7 M (35.1 FT) WEST OF THE NORTHWEST END OF A METAL
 NL0905'DRAIN PIPE UNDER THE ENTRANCE RAMP, 4.6 M (15.1 FT) NORTH OF A RAMP
 NL0905'BEACON LIGHT AND 4.5 M (14.8 FT) NORTH OF A FIBERGLASS WITNESS POST.
 NL0905'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NL0905'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0906 ***********************************************************************
 NL0906  DESIGNATION -  CARRPORT AZ MK
 NL0906  PID         -  NL0906
 NL0906  STATE/COUNTY-  IA/CARROLL
 NL0906  USGS QUAD   -  CARROLL EAST (1980)
 NL0906
 NL0906                         *CURRENT SURVEY CONTROL
 NL0906  ___________________________________________________________________
 NL0906* NAD 83(1996)-  42 03 05.87021(N)    094 47 42.75149(W)     ADJUSTED  
 NL0906* NAVD 88     -       366.3    (meters)    1202.     (feet)  VERTCON   
 NL0906  ___________________________________________________________________
 NL0906  X           -    -396,523.100 (meters)                     COMP
 NL0906  Y           -  -4,726,807.962 (meters)                     COMP
 NL0906  Z           -   4,250,090.204 (meters)                     COMP
 NL0906  LAPLACE CORR-           8.90  (seconds)                    DEFLEC99
 NL0906  ELLIP HEIGHT-         337.87  (meters)          (05/06/99) GPS OBS
 NL0906  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 NL0906
 NL0906  HORZ ORDER  -  THIRD
 NL0906  ELLP ORDER  -  FOURTH    CLASS I
 NL0906
 NL0906.The horizontal coordinates were established by GPS observations
 NL0906.and adjusted by the National Geodetic Survey in May 1999..
 NL0906
 NL0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0906
 NL0906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0906
 NL0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0906
 NL0906.The ellipsoidal height was determined by GPS observations
 NL0906.and is referenced to NAD 83.
 NL0906
 NL0906.The geoid height was determined by GEOID03.
 NL0906
 NL0906;                    North         East     Units Scale Factor Converg.
 NL0906;SPC IA N     - 1,062,094.624 1,392,781.656   MT  1.00000276   -0 52 40.2
 NL0906;UTM  15      - 4,657,067.847   351,442.783   MT  0.99987156   -1 12 09.5
 NL0906
 NL0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0906!SPC IA N     -   0.99994701  x   1.00000276  =   0.99994977
 NL0906!UTM  15      -   0.99994701  x   0.99987156  =   0.99981858
 NL0906
 NL0906:                Primary Azimuth Mark                     Grid Az
 NL0906:SPC IA N     -  CARRPORT                                 137 11 27.5
 NL0906:UTM  15      -  CARRPORT                                 137 30 56.8
 NL0906
 NL0906|---------------------------------------------------------------------|
 NL0906| PID    Reference Object                     Distance      Geod. Az  |
 NL0906|                                                           dddmmss.s |
 NL0906| NL0905 CARRPORT                            APPROX. 0.8 KM 1361847.3 |
 NL0906|---------------------------------------------------------------------|
 NL0906
 NL0906                          SUPERSEDED SURVEY CONTROL
 NL0906
 NL0906  NAD 83(1986)-  42 03 05.87299(N)    094 47 42.75175(W) AD(       ) 3
 NL0906  NGVD 29 (07/09/90)  366.2    (m)         1201.     (f) GPS OBS        
 NL0906
 NL0906.Superseded values are not recommended for survey control.
 NL0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0906.See file dsdata.txt to determine how the superseded data were derived.
 NL0906
 NL0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG5144357068(NAD 83)
 NL0906_MARKER: I = METAL ROD
 NL0906_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NL0906_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NL0906_STAMPING: CARRPORT AZ MK 1989
 NL0906_MARK LOGO: NGS   
 NL0906_PROJECTION: FLUSH
 NL0906_MAGNETIC: I = MARKER IS A STEEL ROD
 NL0906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0906+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NL0906_ROD/PIPE-DEPTH: 21.4 meters
 NL0906_SLEEVE-DEPTH  : 0.91 meters
 NL0906
 NL0906  HISTORY     - Date     Condition        Report By
 NL0906  HISTORY     - 1989     MONUMENTED       NGS
 NL0906
 NL0906                          STATION DESCRIPTION
 NL0906
 NL0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NL0906'THE STATION IS LOCATED ABOUT 6.45 KM (4.00 MI) EAST-SOUTHEAST OF
 NL0906'CARROLL, AT THE CARROLL MUNICIPAL AIRPORT, ON THE SOUTHWEST SIDE OF
 NL0906'THE TURN-AROUND OF RUNWAY 13.  OWNERSHIP--CITY OF CARROLL, CARROLL, IA
 NL0906'51401, PHONE (712) 792-4980.  THE AIRPORT MANAGER IS ANNE CONROY.
 NL0906'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 30 AND MAIN
 NL0906'STREET, AT THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN CARROLL,
 NL0906'GO EAST ON US HIGHWAY 30 FOR 6.9 KM (4.30 MI) TO THE INTERSECTION OF
 NL0906'COUNTY ROAD N 38.  TURN RIGHT, SOUTH, ON COUNTY ROAD N 38 FOR 1.9 KM
 NL0906'(1.20 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,
 NL0906'WEST, ON THE ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO THE OFFICE ON THE
 NL0906'LEFT.  CONTINUE AHEAD ON THE ENTRANCE RAMP TO THE JUNCTION OF THE
 NL0906'RUNWAY.  TURN RIGHT ONTO THE RUNWAY FOR 0.8 KM (0.50 MI) TO A
 NL0906'TURN-AROUND AND THE STATION ON THE RIGHT.
 NL0906'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NL0906'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NL0906'SURROUNDED BY CONCRETE.  LOCATED 20.5 M (67.3 FT) NORTHEAST OF THE
 NL0906'CENTER OF THE RUNWAY, 10.5 M (34.4 FT) NORTH OF THE JUNCTION OF THE
 NL0906'RUNWAY AND TURN-AROUND, 1.8 M (5.9 FT) EAST OF THE EAST EDGE OF THE
 NL0906'TURN-AROUND AND 1.5 M (4.9 FT) EAST OF A FIBERGLASS WITNESS POST.
 NL0906'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NL0906'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0954 ***********************************************************************
 OO0954  DESIGNATION -  CARTHEL ET
 OO0954  PID         -  OO0954
 OO0954  STATE/COUNTY-  IA/MITCHELL
 OO0954  USGS QUAD   -  NEW HAVEN (1972)
 OO0954
 OO0954                         *CURRENT SURVEY CONTROL
 OO0954  ___________________________________________________________________
 OO0954* NAD 83(1996)-  43 15 18.99572(N)    092 43 56.20487(W)     ADJUSTED  
 OO0954* NAVD 88     -       355.2    (meters)    1165.     (feet)  VERTCON   
 OO0954  ___________________________________________________________________
 OO0954  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 OO0954  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 OO0954
 OO0954  HORZ ORDER  -  SECOND
 OO0954
 OO0954.The horizontal coordinates were established by classical geodetic methods
 OO0954.and adjusted by the National Geodetic Survey in May 1999..
 OO0954
 OO0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0954
 OO0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0954
 OO0954.The geoid height was determined by GEOID03.
 OO0954
 OO0954;                    North         East     Units Scale Factor Converg.
 OO0954;SPC IA N     - 1,195,259.689 1,562,339.938   MT  0.99999794   +0 31 13.1
 OO0954;UTM  15      - 4,789,198.252   521,730.937   MT  0.99960581   +0 11 00.4
 OO0954
 OO0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0954!SPC IA N     -   0.99994907  x   0.99999794  =   0.99994701
 OO0954!UTM  15      -   0.99994907  x   0.99960581  =   0.99955490
 OO0954
 OO0954|---------------------------------------------------------------------|
 OO0954| PID    Reference Object                     Distance      Geod. Az  |
 OO0954|                                                           dddmmss.s |
 OO0954| CI5229 CARTHEL ET RM 1                      13.169 METERS 24548     |
 OO0954| CI5230 CARTHEL ET RM 2                      16.830 METERS 32616     |
 OO0954| CI5821 KGLO TV TOWER                                      3274741.8 |
 OO0954|---------------------------------------------------------------------|
 OO0954
 OO0954                          SUPERSEDED SURVEY CONTROL
 OO0954
 OO0954  NAD 83(1996)-  43 15 18.99573(N)    092 43 56.20486(W) AD(       ) 2
 OO0954  NAD 83(1986)-  43 15 18.98889(N)    092 43 56.20153(W) AD(       ) 2
 OO0954  NAD 27      -  43 15 19.08054(N)    092 43 55.50765(W) AD(       ) 2
 OO0954  NGVD 29 (07/19/86)  355.2    (m)         1165.     (f) VERT ANG       
 OO0954
 OO0954.Superseded values are not recommended for survey control.
 OO0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0954.See file dsdata.txt to determine how the superseded data were derived.
 OO0954
 OO0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2173189198(NAD 83)
 OO0954_MARKER: DD = SURVEY DISK
 OO0954_SETTING: 0 = UNSPECIFIED SETTING
 OO0954
 OO0954  HISTORY     - Date     Condition        Report By
 OO0954  HISTORY     - 1969     MONUMENTED       USGS
 OO0954
 OO0954                          STATION DESCRIPTION
 OO0954
 OO0954'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 OO0954'THE STATION IS ABOUT 5.3 MI SE. OF OSAGE, NEAR THE COR. OF
 OO0954'SECS. 3, 4, 33 AND 34, TS. 97 AND 98 N., R. 16 W., ALONG
 OO0954'U.S. HWY. 218 ON A PROMINENT RIDGE.
 OO0954'
 OO0954'TO REACH FROM THE JCT. OF U.S. HWY. 218 AND ST. HWY. 9 IN
 OO0954'OSAGE, GO E. ON U.S. HWY. 218 FOR 4.0 MI TO WHERE U.S. HWY. 218
 OO0954'CURVES S., GO S. ON U.S. HWY. FOR 2.0 MI TO A CROSSROAD ON A
 OO0954'PROMINENT RIDGE AND THE STATION ON THE RIGHT.
 OO0954'
 OO0954'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 OO0954'RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 OO0954'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET CARTHEL 1969 IS 16 FT
 OO0954'S. AND 38 FT W. CENTER CROSSROADS.  THE MARK IS BURIED 20 IN.
 OO0954'BELOW THE SURFACE.
 OO0954'
 OO0954'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0954'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 OO0954'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED CARTHEL NO
 OO0954'1 1969 IS SW. OF THE STATION, 33 FT S. AND 77 FT W. CENTER
 OO0954'CROSSROADS, 2.0 FT N. AND 18 FT W. OF RIGHT-OF-WAY FENCE
 OO0954'COR. S. AND W.  2.0 FT N. OF A USGS WITNESS POST.  THE MARK
 OO0954'IS FLUSH WITH THE GROUND.
 OO0954'
 OO0954'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2
 OO0954'IN. COPPER COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12
 OO0954'IN. LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED
 OO0954'CARTHEL NO 2 1969 IS NNW. OF THE STATION, 31 FT N. AND 69.5 FT
 OO0954'W. CENTER CROSSROADS.  3.5 FT S. OF RIGHT-OF-WAY FENCE
 OO0954'COR. N. AND W., 3 FT W. OF POWER LINE POLE 321Y.  THE MARK IS
 OO0954'FLUSH WITH THE GROUND.
 OO0954'
 OO0954'NO AZIMUTH MARK WAS SET.
 OO0954'
 OO0954'REFERENCE AZIMUTH USED -- CENTER KGLO TV TOWER ABOUT 6 MI
 OO0954'N. OF OSAGE.
 OO0954'
 OO0954'KGLO TV TOWER CENTERLINE.  ABOUT 0.1 MI N. AND ABOUT 0.1 MI
 OO0954'W. OF THE COR. OF SECS. 22, 23, 26 AND 27, T. 99 N., R. 17 W.
 OO0954'
 OO0954'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2296 ***********************************************************************
 AH2296  DESIGNATION -  CASTALIA 2
 AH2296  PID         -  AH2296
 AH2296  STATE/COUNTY-  IA/WINNESHIEK
 AH2296  USGS QUAD   -  CASTALIA (1981)
 AH2296
 AH2296                         *CURRENT SURVEY CONTROL
 AH2296  ___________________________________________________________________
 AH2296* NAD 83(1996)-  43 06 08.59773(N)    091 38 12.41793(W)     ADJUSTED  
 AH2296* NAVD 88     -       373.58   (+/-2cm)    1225.7    (feet)  VERTCON   
 AH2296  ___________________________________________________________________
 AH2296  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 AH2296  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AH2296
 AH2296  HORZ ORDER  -  THIRD
 AH2296  VERT ORDER  -  THIRD ? (See Below)
 AH2296
 AH2296.The horizontal coordinates were established by classical geodetic methods
 AH2296.and adjusted by the National Geodetic Survey in January 2003..
 AH2296
 AH2296.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2296.The vertical order pertains to the NGVD 29 superseded value.
 AH2296
 AH2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2296
 AH2296.The geoid height was determined by GEOID03.
 AH2296
 AH2296;                    North         East     Units Scale Factor Converg.
 AH2296;SPC IA N     - 1,179,662.897 1,651,659.822   MT  0.99997412   +1 15 46.0
 AH2296;UTM  15      - 4,773,086.753   610,929.627   MT  0.99975138   +0 55 53.7
 AH2296
 AH2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2296!SPC IA N     -   0.99994619  x   0.99997412  =   0.99992031
 AH2296!UTM  15      -   0.99994619  x   0.99975138  =   0.99969758
 AH2296
 AH2296|---------------------------------------------------------------------|
 AH2296| PID    Reference Object                     Distance      Geod. Az  |
 AH2296|                                                           dddmmss.s |
 AH2296| ON0879 CASTALIA                             37.379 METERS 02437     |
 AH2296| AI2612 CASTALIA 2 RM 4                      14.227 METERS 12144     |
 AH2296| AI2613 CASTALIA 2 RM 5                      11.372 METERS 18744     |
 AH2296| AH1850 CASTALIA AZ MK                      445.747 METERS 2915051.6 |
 AH2296|---------------------------------------------------------------------|
 AH2296
 AH2296                          SUPERSEDED SURVEY CONTROL
 AH2296
 AH2296  NGVD 29 (01/21/03)  373.61   (m)         1225.8    (f) LEVELING    3  
 AH2296
 AH2296.Superseded values are not recommended for survey control.
 AH2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2296.See file dsdata.txt to determine how the superseded data were derived.
 AH2296
 AH2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH1093073087(NAD 83)
 AH2296_MARKER: DS = TRIANGULATION STATION DISK
 AH2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2296_STAMPING: CASTALIA 2 1985
 AH2296_MARK LOGO: NGS   
 AH2296_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2296+STABILITY: SURFACE MOTION
 AH2296
 AH2296  HISTORY     - Date     Condition        Report By
 AH2296  HISTORY     - 1985     MONUMENTED       NGS
 AH2296
 AH2296                          STATION DESCRIPTION
 AH2296
 AH2296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GCS)
 AH2296'THE STATION IS LOCATED 3.54 KM (2.20 MI) SE ALONG U S HIGHWAY 52 FROM
 AH2296'THE POST OFFICE AT CASTALIA TO THE MARK ON THE RIGHT AT A RED BRICK
 AH2296'HOUSE OWNED BY EONA DUMMERMUTH, 35.48 M (116.40 FT) NW OF THE NW
 AH2296'CORNER OF THE HOUSE, 19.8 M (65.0 FT) SSW OF THE CENTERLINE OF THE
 AH2296'HIGHWAY, 1.62 M (5.31 FT) NE OF A BURIED CABLE JUNCTION BOX NUMBERED,
 AH2296'OSSI T8E, 1.07 M (3.51 FT) SE OF AN NGS WITNESS POST, AND 0.82 M (2.69
 AH2296'FT) E OF A BOARD AND WIRE FENCE.  A DISK SET INTO THE TOP OF A
 AH2296'CONCRETE POST FLUSH WITH THE GROUND, 1.07 M (3.51 FT) SE FROM A
 AH2296'WITNESS POST.  THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTHEAST
 AH2296'OF POSTVILLE, 4.0 KM (2.50 MI) SOUTHEAST OF CASTALIA, IN THE SW1/4,
 AH2296'SEC26, T96N, R7W, IN THE NORTHWEST CORNER OF THE LAWN OF A RED BRICK
 AH2296'FARM HOUSE AND ON PROPERTY OWNED BY MRS EDNA DUMMERMUTH, CASTALIA,
 AH2296'IOWA 52133.  TELEPHONE 319-567-8438.  TO REACH THE STATION FROM THE
 AH2296'POST OFFICE IN CASTALIA, GO SOUTHEAST ON U.S HIGHWAY 52 FOR 3.06 KM
 AH2296'(1.90 MI) TO A RAILROAD CROSSING AND THE AZIMUTH MARK, ABOUT 0.16 KM
 AH2296'(0.10 MI) EAST ALONG A FARM DRIVE.  CONTINUE SOUTHEAST ON THE HIGHWAY
 AH2296'FOR 0.48 KM (0.30 MI) TO THE STATION ON THE RIGHT AT A RED, BRICK FARM
 AH2296'HOUSE.  THE STATION IS A STANDARD NGS DISK STAMPED --- CASTALIA 2 1985
 AH2296'--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.0 CM IN DIAMETER
 AH2296'FLUSH WITH THE GROUND.  LOCATED 35.48 METERS (116.40 FT) NORTHWEST
 AH2296'FROM THE NORTHWEST CORNER OF THE RED BRICK HOUSE, 19.8 METERS (65.0
 AH2296'FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 1.62 METERS
 AH2296'(5.31 FT) NORTHEAST FROM A BURIED CABLE JUNCTION BOX NUMBERED OSST
 AH2296'T8E, 1.07 METERS (3.51 FT) SOUTHEAST FROM A WITNESS POST AND 0.82
 AH2296'METERS (2.69 FT) EAST FROM A BOARD AND WIRE FENCE.  REFERENCE MARK NO
 AH2296'4, IS A STANDARD NGS DISK STAMPED --- CASTALIA 2 NO 4 1985 --- SET
 AH2296'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.0 CM IN DIAMETER FLUSH
 AH2296'WITH THE GROUND.  LOCATED 22.10 METERS (72.51 FT) NORTHWEST FROM THE
 AH2296'NORTHWEST CORNER OF THE HOUSE, 21.3 METERS (69.9 FT) SOUTH-SOUTHWEST
 AH2296'FROM THE CENTERLINE OF THE HIGHWAY, 15.24 METERS (50.00 FT)
 AH2296'EAST-SOUTHEAST FROM THE BURIED CABLE JUNCTION BOX, 13.72 METERS (45.01
 AH2296'FT) EAST FROM THE BOARD AND WIRE FENCE, AND 0.5 METERS (1.6 FT) LOWER
 AH2296'THAN THE STATION.  REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED
 AH2296'--- CASTALIA 2 NO 5 1985 --- SET INTO THE TOP OF A ROUND CONCRETE
 AH2296'MONUMENT 30.0 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 29.78
 AH2296'METERS (97.70 FT) WEST NORTHWEST FROM THE NORTHWEST CORNER OF THE
 AH2296'HOUSE, 31.2 METERS (102.4 FT) SOUTH SOUTHWEST FROM THE CENTERLINE OF
 AH2296'THE HIGHWAY, 0.46 METERS (1.51 FT) EAST FROM THE BOARD AND WIRE FENCE,
 AH2296'AND 0.5 METERS (1.6 FT) LOWER THAN THE STATION.  AZIMUTH MARK NO 1 IS
 AH2296'A STANDARD CGS DISK STAMPED --- CASTALIA 1961 --- SET INTO THE TOP OF
 AH2296'A SQUARE CONCRETE MNUMENT 30.0 CM IN DIAMETER PROJECTING 0.8 CM ABOVE
 AH2296'THE GROUND.  LOCATED 31.4 METERS (103.0 FT) NORTHEAST FROM THE
 AH2296'CENTERLINE OF THE DRIVE TO THE FARM HOUSE, 17.00 METERS (55.77 FT)
 AH2296'SOUTHWEST FROM A T-FENCE CORNER, 9.45 METERS (31.00 FT) NORTHWEST FROM
 AH2296'THE CENTERLINE OF THE OLD HOUSE AND 0.91 METERS (2.99 FT) EAST FROM A
 AH2296'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1850 ***********************************************************************
 AH1850  DESIGNATION -  CASTALIA AZ MK
 AH1850  PID         -  AH1850
 AH1850  STATE/COUNTY-  IA/WINNESHIEK
 AH1850  USGS QUAD   -  CASTALIA (1981)
 AH1850
 AH1850                         *CURRENT SURVEY CONTROL
 AH1850  ___________________________________________________________________
 AH1850* NAD 83(1996)-  43 06 13.97264(N)    091 38 30.71489(W)     ADJUSTED  
 AH1850* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 AH1850  ___________________________________________________________________
 AH1850  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 AH1850  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 AH1850
 AH1850  HORZ ORDER  -  THIRD
 AH1850
 AH1850.The horizontal coordinates were established by classical geodetic methods
 AH1850.and adjusted by the National Geodetic Survey in January 2003..
 AH1850
 AH1850.The orthometric height was scaled from a topographic map.
 AH1850
 AH1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1850
 AH1850.The geoid height was determined by GEOID03.
 AH1850
 AH1850;                    North         East     Units Scale Factor Converg.
 AH1850;SPC IA N     - 1,179,819.615 1,651,242.545   MT  0.99997432   +1 15 33.6
 AH1850;UTM  15      - 4,773,245.845   610,513.356   MT  0.99975024   +0 55 41.3
 AH1850
 AH1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1850!SPC IA N     -   0.99994626  x   0.99997432  =   0.99992058
 AH1850!UTM  15      -   0.99994626  x   0.99975024  =   0.99969652
 AH1850
 AH1850                          SUPERSEDED SURVEY CONTROL
 AH1850
 AH1850.No superseded survey control is available for this station.
 AH1850
 AH1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH1051373246(NAD 83)
 AH1850_MARKER: DS = TRIANGULATION STATION DISK
 AH1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1850_STAMPING: CASTALIA 1961
 AH1850_MARK LOGO: CGS   
 AH1850_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1850+STABILITY: SURFACE MOTION
 AH1850
 AH1850  HISTORY     - Date     Condition        Report By
 AH1850  HISTORY     - 1961     MONUMENTED       CGS
 AH1850  HISTORY     - 19840615 GOOD             NGS
 AH1850  HISTORY     - 19850615 GOOD             NGS
 AH1850
 AH1850                          STATION DESCRIPTION
 AH1850
 AH1850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AH1850'THE STATION IS LOCATED ABOUT 6.8 KM (4.20 MI) NORTHWEST OF POSTVILLE,
 AH1850'3.2 KM (2.00 MI) SOUTHEAST OF CASTALIA AND ON THE NORTH RIGHT-OF-WAY
 AH1850'OF THE OLD ROUTE OF U.S HIGHWAY 52.  TO REACH THE STATION FROM THE
 AH1850'POST OFFICE IN CASTALIA, GO SOUTHEAST ON U.S HIGHWAY 52 FOR 3.06 KM
 AH1850'(1.90 MI) TO A RAILROAD CROSSING AND THE OLD HIGHWAY ON THE LEFT.  GO
 AH1850'EAST ON THE OLD HIGHWAY FOR ABOUT 0.16 KM (0.10 MI) TO THE STATION ON
 AH1850'THE LEFT AT A DRIVEWAY TO A FARMHOUSE.  THE STATION MARK IS A STANDARD
 AH1850'CGS DISK STAMPED --- CASTALIA 1961 --- SET INTO THE TOP OF A SQUARE
 AH1850'CONCRETE MONUMENT 12-INCHES ON A SIDE THAT PROJECTS 3 INCHES ABOUT THE
 AH1850'GROUND.  IT IS 103.0 FT (31.4 M) NORTHEAST FROM THE CENTERLINE OF THE
 AH1850'DRIVEWAY, 55.8 FT (17.0 M) SOUTHEAST FROM A T-FENCE CORNER, 31.0 FT
 AH1850'(9.4 M) NORTHWEST FROM THE CENTERLINE OF THE OLD HIGHWAY AND 3.0 FT
 AH1850'(0.9 M) EAST FROM A WITNESS POST.
 AH1850
 AH1850                          STATION RECOVERY (1985)
 AH1850
 AH1850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GCS)
 AH1850'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1984.
 AH1850'STATION CASTALIA 1961 IS NOW DESTROYED.  THE STATION NOW SERVES AS THE
 AH1850'AZIMUTH MARK FOR STATION CASTALIA 2.  SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0662 ***********************************************************************
 NL0662  DESIGNATION -  CASTANA
 NL0662  PID         -  NL0662
 NL0662  STATE/COUNTY-  IA/MONONA
 NL0662  USGS QUAD   -  CASTANA (1982)
 NL0662
 NL0662                         *CURRENT SURVEY CONTROL
 NL0662  ___________________________________________________________________
 NL0662* NAD 83(1996)-  42 04 53.93837(N)    095 57 18.08284(W)     ADJUSTED  
 NL0662* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 NL0662  ___________________________________________________________________
 NL0662  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 NL0662  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 NL0662
 NL0662  HORZ ORDER  -  SECOND
 NL0662
 NL0662.The horizontal coordinates were established by classical geodetic methods
 NL0662.and adjusted by the National Geodetic Survey in May 1999..
 NL0662
 NL0662.The orthometric height was scaled from a topographic map.
 NL0662
 NL0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0662
 NL0662.The geoid height was determined by GEOID03.
 NL0662
 NL0662;                    North         East     Units Scale Factor Converg.
 NL0662;SPC IA N     - 1,067,557.008 1,296,888.798   MT  0.99999731   -1 39 50.0
 NL0662;UTM  15      - 4,663,068.011   255,573.924   MT  1.00033520   -1 58 53.0
 NL0662;UTM  14      - 4,663,329.374   751,867.371   MT  1.00038065   +2 02 30.4
 NL0662
 NL0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0662!SPC IA N     -   0.99993497  x   0.99999731  =   0.99993228
 NL0662!UTM  15      -   0.99993497  x   1.00033520  =   1.00027015
 NL0662!UTM  14      -   0.99993497  x   1.00038065  =   1.00031559
 NL0662
 NL0662:                Primary Azimuth Mark                     Grid Az
 NL0662:SPC IA N     -  CASTANA AZ MK                            003 46 22.3
 NL0662:UTM  15      -  CASTANA AZ MK                            004 05 25.3
 NL0662:UTM  14      -  CASTANA AZ MK                            000 04 01.9
 NL0662
 NL0662|---------------------------------------------------------------------|
 NL0662| PID    Reference Object                     Distance      Geod. Az  |
 NL0662|                                                           dddmmss.s |
 NL0662| CO2810 CASTANA AZ MK                                      0020632.3 |
 NL0662| CO2812 CASTANA RM 2                         12.146 METERS 07912     |
 NL0662| NL0664 CASTANA MUNICIPAL TANK              APPROX. 3.9 KM 1065504.7 |
 NL0662| NM1662 ONAWA MUNICIPAL TANK                APPROX.13.0 KM 2424317.2 |
 NL0662| CO2811 CASTANA RM 1                         13.817 METERS 35756     |
 NL0662|---------------------------------------------------------------------|
 NL0662
 NL0662                          SUPERSEDED SURVEY CONTROL
 NL0662
 NL0662  NAD 83(1996)-  42 04 53.93849(N)    095 57 18.08338(W) AD(       ) 2
 NL0662  NAD 83(1986)-  42 04 53.93966(N)    095 57 18.08211(W) AD(       ) 2
 NL0662  NAD 27      -  42 04 53.97900(N)    095 57 17.04400(W) AD(       ) 2
 NL0662
 NL0662.Superseded values are not recommended for survey control.
 NL0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0662.See file dsdata.txt to determine how the superseded data were derived.
 NL0662
 NL0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5557463068(NAD 83)
 NL0662_MARKER: DS = TRIANGULATION STATION DISK
 NL0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0662
 NL0662  HISTORY     - Date     Condition        Report By
 NL0662  HISTORY     - 1950     MONUMENTED       CGS
 NL0662
 NL0662                          STATION DESCRIPTION
 NL0662
 NL0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0662'THE STATION IS LOCATED ABOUT 2 MILES WEST-NORTHWEST OF THE VILLAGE
 NL0662'OF CASTANA, ON THE HIGHEST POINT IN THE VICINITY AND ON LAND
 NL0662'OWNED BY MR. ROBERT ERICKSON.  THE MARK IS ON THE HIGHEST
 NL0662'POINT OF RIDGE OVERLOOKING A FARM ROAD TO THE SOUTH.  THE
 NL0662'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CASTANA 1950.
 NL0662'
 NL0662'REFERENCE MARK NO. 1 IS ON THE NORTHWEST SLOPE OF RIDGE AND ABOUT
 NL0662'4 FEET LOWER IN ELEVATION THAN THE STATION.  THE MARK PROJECTS
 NL0662'4 INCHES AND THE DISK IS STAMPED CASTANA NO 1 1950.
 NL0662'
 NL0662'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE RIDGE AND ABOUT
 NL0662'4 FEET LOWER IN ELEVATION THAN THE STATION.  THE MARK PROJECTS
 NL0662'4 INCHES AND THE DISK IS STAMPED CASTANA NO 2 1950.
 NL0662'
 NL0662'AZIMUTH MARK IS ABOUT 0.1 MILE NORTH OF AND ON THE SAME RIDGE
 NL0662'AS STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NL0662'CASTANA 1950.
 NL0662'
 NL0662'TO REACH FROM THE RAILROAD STATION AT THE WEST EDGE OF CASTANA,
 NL0662'GO SOUTH ON STATE HIGHWAY 175 0.2 MILE TO CROSSROADS, TURN
 NL0662'RIGHT (WEST) 0.65 MILE TO A T-INTERSECTION, TURN RIGHT (NORTH)
 NL0662'0.3 MILE TO FORKS, TAKE LEFT FORK FOR 0.25 MILE TO FORKS, TAKE
 NL0662'LEFT FORK WEST AND SOUTH FOR 1.4 MILES TO A POINT WHERE MAIN
 NL0662'ROAD TURNS LEFT JUST BEFORE REACHING MR. ERICKSONS HOUSE, TURN
 NL0662'RIGHT (NORTHWEST) ACROSS FIELD AND UPHILL 0.2 MILE TO A WIRE
 NL0662'GATE, PASS THROUGH GATE AND CONTINUE ON FIELD ROAD 0.05 MILE
 NL0662'TO FORKS, TAKE RIGHT FORK UP HILL 0.05 MILE TO THE HIGHEST
 NL0662'POINT AND THE STATION.
 NL0662'
 NL0662'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE TOP
 NL0662'OF RIDGE NORTH ABOUT 0.1 MILE TO THE MARK.
 NL0662'
 NL0662'A 4 FT. SIGNAL AT ANT 1934 AND MAPLETON IS V.G.
 NL0662'
 NL0662'A 20 FT. SIGNAL AT UTE AND TURIN IS V.G.
 NL0662'
 NL0662'A 100 FT. SIGNAL AT ONAWA R.M. NO. 3 IS V.G.
 NL0662'
 NL0662'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0664 ***********************************************************************
 NL0664  DESIGNATION -  CASTANA MUNICIPAL TANK
 NL0664  PID         -  NL0664
 NL0664  STATE/COUNTY-  IA/MONONA
 NL0664  USGS QUAD   -  CASTANA (1982)
 NL0664
 NL0664                         *CURRENT SURVEY CONTROL
 NL0664  ___________________________________________________________________
 NL0664* NAD 83(1996)-  42 04 17.55498(N)    095 54 37.67469(W)     ADJUSTED  
 NL0664* NAVD 88     -                                                        
 NL0664  ___________________________________________________________________
 NL0664  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 NL0664  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 NL0664
 NL0664  HORZ ORDER  -  THIRD
 NL0664
 NL0664.The horizontal coordinates were established by classical geodetic methods
 NL0664.and adjusted by the National Geodetic Survey in May 1999..
 NL0664
 NL0664
 NL0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0664
 NL0664.The geoid height was determined by GEOID03.
 NL0664
 NL0664;                    North         East     Units Scale Factor Converg.
 NL0664;SPC IA N     - 1,066,328.807 1,300,542.184   MT  0.99999912   -1 38 01.2
 NL0664;UTM  15      - 4,661,819.178   259,221.638   MT  1.00031342   -1 57 04.0
 NL0664
 NL0664                          SUPERSEDED SURVEY CONTROL
 NL0664
 NL0664  NAD 83(1996)-  42 04 17.55506(N)    095 54 37.67524(W) AD(       ) 4
 NL0664  NAD 83(1986)-  42 04 17.55607(N)    095 54 37.67389(W) AD(       ) 4
 NL0664  NAD 27      -  42 04 17.59000(N)    095 54 36.64000(W) AD(       ) 3
 NL0664
 NL0664.Superseded values are not recommended for survey control.
 NL0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0664.See file dsdata.txt to determine how the superseded data were derived.
 NL0664
 NL0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5922261819(NAD 83)
 NL0664_MARKER: 53 = ELEVATED TANK
 NL0664
 NL0664  HISTORY     - Date     Condition        Report By
 NL0664  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0664
 NL0664                          STATION DESCRIPTION
 NL0664
 NL0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0664'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF THE SMALL
 NL0664'VILLAGE OF CASTANA.  IT IS ABOUT 100 FEET HIGH, HAS 4 LEGS AND IS
 NL0664'PAINTED SILVER.  IT IS 30 FEET EAST OF THE CENTERLINE OF A ROAD.
 NL0664'
 NL0664'TO REACH THE STATION FROM THE POST OFFICE IN THE TOWN OF CASTANA,
 NL0664'GO WEST 0.05 MILE TO A CROSS STREET.  TURN LEFT (SOUTH) FOR 0.1
 NL0664'MILE TO STATION ON LEFT AS DESCRIBED.
 NL0664'
 NL0664'POINT INTERSECTED WAS A BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0198 ***********************************************************************
 LF0198  DESIGNATION -  CC 108
 LF0198  PID         -  LF0198
 LF0198  STATE/COUNTY-  IA/MONTGOMERY
 LF0198  USGS QUAD   -  VILLISCA (1980)
 LF0198
 LF0198                         *CURRENT SURVEY CONTROL
 LF0198  ___________________________________________________________________
 LF0198* NAD 83(1986)-  40 55 38.     (N)    094 59 09.     (W)     SCALED    
 LF0198* NAVD 88     -       322.282  (meters)    1057.35   (feet)  ADJUSTED  
 LF0198  ___________________________________________________________________
 LF0198  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LF0198  DYNAMIC HT  -         322.113 (meters)    1056.80  (feet)  COMP
 LF0198  MODELED GRAV-     980,091.9   (mgal)                       NAVD 88
 LF0198
 LF0198  VERT ORDER  -  SECOND    CLASS 0
 LF0198
 LF0198.The horizontal coordinates were scaled from a topographic map and have
 LF0198.an estimated accuracy of +/- 6 seconds.
 LF0198
 LF0198.The orthometric height was determined by differential leveling
 LF0198.and adjusted by the National Geodetic Survey in June 1991..
 LF0198
 LF0198.The geoid height was determined by GEOID03.
 LF0198
 LF0198.The dynamic height is computed by dividing the NAVD 88
 LF0198.geopotential number by the normal gravity value computed on the
 LF0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0198.degrees latitude (g = 980.6199 gals.).
 LF0198
 LF0198.The modeled gravity was interpolated from observed gravity values.
 LF0198
 LF0198;                    North         East    Units  Estimated Accuracy
 LF0198;SPC IA S     -   104,040.      374,860.      MT  (+/- 180 meters Scaled)
 LF0198
 LF0198                          SUPERSEDED SURVEY CONTROL
 LF0198
 LF0198  NGVD 29 (??/??/92)  322.172  (m)         1056.99   (f) ADJ UNCH    2 0
 LF0198
 LF0198.Superseded values are not recommended for survey control.
 LF0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0198.See file dsdata.txt to determine how the superseded data were derived.
 LF0198
 LF0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF328325(NAD 83)
 LF0198_MARKER: DB = BENCH MARK DISK
 LF0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0198_STAMPING: CC 108 1935
 LF0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0198+STABILITY: SURFACE MOTION
 LF0198
 LF0198  HISTORY     - Date     Condition        Report By
 LF0198  HISTORY     - 1935     MONUMENTED       CGS
 LF0198  HISTORY     - 1941     GOOD             NGS
 LF0198  HISTORY     - 1984     GOOD             NGS
 LF0198
 LF0198                          STATION DESCRIPTION
 LF0198
 LF0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0198'AT VILLISCA.
 LF0198'AT VILLISCA, MONTGOMERY COUNTY, ON THE CHICAGO, BURLINGTON AND
 LF0198'QUINCY RAILROAD, ONE POLE EAST OF MILEPOST 428, AT THE U.S. HIGHWAY
 LF0198'71 OVERPASS, IN THE NORTH FACE OF THE NORTH CONCRETE FOUNDATION
 LF0198'WALL, AND 4 FEET ABOVE THE TRACK.  A STANDARD DISK, STAMPED
 LF0198'CC 108 1935 AND SET VERTICALLY.  NOTE-- SHOULD BE IN THE N. FACE
 LF0198'OF THE N. CONCRETE FOUNDATION WALL.
 LF0198
 LF0198                          STATION RECOVERY (1984)
 LF0198
 LF0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0198'MARK SET VERTICALLY IN THE NORTH FACE OF THE WEST ONE OF THE TWO
 LF0198'SOUTHERN MOST SUPPORT PIERS OF THE OLD U.S. HIGHWAY 71 OVERPASS
 LF0198'BRIDGE OVER THE RAILROAD. NEW U.S. HIGHWAY 71 IS ABOUT 0.85 KM (0.05
 LF0198'MI) WEST OF THE OLD HIGHWAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0801 ***********************************************************************
 LF0801  DESIGNATION -  CC 157
 LF0801  PID         -  LF0801
 LF0801  STATE/COUNTY-  IA/FREMONT
 LF0801  USGS QUAD   -  HAMBURG (1984)
 LF0801
 LF0801                         *CURRENT SURVEY CONTROL
 LF0801  ___________________________________________________________________
 LF0801* NAD 83(1986)-  40 36 37.     (N)    095 39 00.     (W)     SCALED    
 LF0801* NAVD 88     -       279.751  (meters)     917.82   (feet)  ADJUSTED  
 LF0801  ___________________________________________________________________
 LF0801  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LF0801  DYNAMIC HT  -         279.603 (meters)     917.33  (feet)  COMP
 LF0801  MODELED GRAV-     980,089.5   (mgal)                       NAVD 88
 LF0801
 LF0801  VERT ORDER  -  SECOND    CLASS 0
 LF0801
 LF0801.The horizontal coordinates were scaled from a topographic map and have
 LF0801.an estimated accuracy of +/- 6 seconds.
 LF0801
 LF0801.The orthometric height was determined by differential leveling
 LF0801.and adjusted by the National Geodetic Survey in June 1991..
 LF0801
 LF0801.The geoid height was determined by GEOID03.
 LF0801
 LF0801.The dynamic height is computed by dividing the NAVD 88
 LF0801.geopotential number by the normal gravity value computed on the
 LF0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0801.degrees latitude (g = 980.6199 gals.).
 LF0801
 LF0801.The modeled gravity was interpolated from observed gravity values.
 LF0801
 LF0801;                    North         East    Units  Estimated Accuracy
 LF0801;SPC IA S     -    70,020.      318,070.      MT  (+/- 180 meters Scaled)
 LF0801
 LF0801                          SUPERSEDED SURVEY CONTROL
 LF0801
 LF0801  NGVD 29 (??/??/92)  279.651  (m)          917.49   (f) ADJ UNCH    2 0
 LF0801
 LF0801.Superseded values are not recommended for survey control.
 LF0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0801.See file dsdata.txt to determine how the superseded data were derived.
 LF0801
 LF0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE758988(NAD 83)
 LF0801_MARKER: DB = BENCH MARK DISK
 LF0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0801_STAMPING: CC 157 1949
 LF0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0801+STABILITY: SURFACE MOTION
 LF0801
 LF0801  HISTORY     - Date     Condition        Report By
 LF0801  HISTORY     - 1949     MONUMENTED       CGS
 LF0801  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0801
 LF0801                          STATION DESCRIPTION
 LF0801
 LF0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0801'1.2 MI NE FROM HAMBURG.
 LF0801'1.2 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0801'RAILROAD FROM THE STATION AT HAMBURG, 110 YARDS NORTH OF THE
 LF0801'NORTHWEST CORNER OF BRIDGE 3803, 156 FEET WEST OF THE WEST RAIL,
 LF0801'81 FEET EAST OF A CANAL, 22 FEET NORTH OF THE CENTER LINE OF O
 LF0801'STREET, 12.3 FEET WEST OF A GATE POST, 1.4 FEET SOUTH OF A YARD
 LF0801'FENCE, 1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 LF0801'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 LF0801
 LF0801                          STATION RECOVERY (1976)
 LF0801
 LF0801'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0921 ***********************************************************************
 LF0921  DESIGNATION -  CC 158
 LF0921  PID         -  LF0921
 LF0921  STATE/COUNTY-  IA/FREMONT
 LF0921  USGS QUAD   -  TABOR NE (1957)
 LF0921
 LF0921                         *CURRENT SURVEY CONTROL
 LF0921  ___________________________________________________________________
 LF0921* NAD 83(1986)-  40 54 05.     (N)    095 33 23.     (W)     SCALED    
 LF0921* NAVD 88     -       298.117  (meters)     978.07   (feet)  ADJUSTED  
 LF0921  ___________________________________________________________________
 LF0921  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LF0921  DYNAMIC HT  -         297.970 (meters)     977.59  (feet)  COMP
 LF0921  MODELED GRAV-     980,125.6   (mgal)                       NAVD 88
 LF0921
 LF0921  VERT ORDER  -  SECOND    CLASS 0
 LF0921
 LF0921.The horizontal coordinates were scaled from a topographic map and have
 LF0921.an estimated accuracy of +/- 6 seconds.
 LF0921
 LF0921.The orthometric height was determined by differential leveling
 LF0921.and adjusted by the National Geodetic Survey in June 1991..
 LF0921
 LF0921.The geoid height was determined by GEOID03.
 LF0921
 LF0921.The dynamic height is computed by dividing the NAVD 88
 LF0921.geopotential number by the normal gravity value computed on the
 LF0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0921.degrees latitude (g = 980.6199 gals.).
 LF0921
 LF0921.The modeled gravity was interpolated from observed gravity values.
 LF0921
 LF0921;                    North         East    Units  Estimated Accuracy
 LF0921;SPC IA S     -   102,150.      326,750.      MT  (+/- 180 meters Scaled)
 LF0921
 LF0921                          SUPERSEDED SURVEY CONTROL
 LF0921
 LF0921  NGVD 29 (??/??/92)  298.021  (m)          977.76   (f) ADJ UNCH    2 0
 LF0921
 LF0921.Superseded values are not recommended for survey control.
 LF0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0921.See file dsdata.txt to determine how the superseded data were derived.
 LF0921
 LF0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF846309(NAD 83)
 LF0921_MARKER: DB = BENCH MARK DISK
 LF0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0921_STAMPING: CC 158 1949
 LF0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0921+STABILITY: SURFACE MOTION
 LF0921
 LF0921  HISTORY     - Date     Condition        Report By
 LF0921  HISTORY     - 1949     MONUMENTED       CGS
 LF0921  HISTORY     - 1950     GOOD             NGS
 LF0921
 LF0921                          STATION DESCRIPTION
 LF0921
 LF0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF0921'2.2 MI N FROM RANDOLPH.
 LF0921'0.2 MILE EAST ALONG STATE HIGHWAY 184 FROM THE SCHOOLHOUSE AT
 LF0921'RANDOLPH, THENCE 1.95 MILES NORTH ALONG AN OILED ROAD, AT THE
 LF0921'FREMONT-MILLS COUNTY LINE, 205 FEET EAST OF TWO LARGE
 LF0921'MAPLE TREES, 46 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 LF0921'OILED ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 LF0921'DIRT ROAD, 12.2 FEET WEST OF A FENCE CORNER, 2.0 FEET WEST OF A
 LF0921'REFERENCE POST, 0.8 FOOT NORTH OF A FENCE, AND SET IN THE TOP
 LF0921'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0495 ***********************************************************************
 NK0495  DESIGNATION -  CEDAR
 NK0495  PID         -  NK0495
 NK0495  STATE/COUNTY-  IA/BLACK HAWK
 NK0495  USGS QUAD   -  CEDAR FALLS (1980)
 NK0495
 NK0495                         *CURRENT SURVEY CONTROL
 NK0495  ___________________________________________________________________
 NK0495* NAD 83(1996)-  42 31 40.85500(N)    092 27 11.03907(W)     ADJUSTED  
 NK0495* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 NK0495  ___________________________________________________________________
 NK0495  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 NK0495  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 NK0495
 NK0495  HORZ ORDER  -  FIRST
 NK0495
 NK0495.The horizontal coordinates were established by classical geodetic methods
 NK0495.and adjusted by the National Geodetic Survey in May 1999..
 NK0495
 NK0495.The orthometric height was scaled from a topographic map.
 NK0495
 NK0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0495
 NK0495.The geoid height was determined by GEOID03.
 NK0495
 NK0495;                    North         East     Units Scale Factor Converg.
 NK0495;SPC IA N     - 1,114,720.559 1,586,011.836   MT  0.99994832   +0 42 34.4
 NK0495;UTM  15      - 4,708,548.787   544,919.411   MT  0.99962482   +0 22 10.9
 NK0495
 NK0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0495!SPC IA N     -   0.99995978  x   0.99994832  =   0.99990810
 NK0495!UTM  15      -   0.99995978  x   0.99962482  =   0.99958461
 NK0495
 NK0495|---------------------------------------------------------------------|
 NK0495| PID    Reference Object                     Distance      Geod. Az  |
 NK0495|                                                           dddmmss.s |
 NK0495| CI5234 CEDAR RM 3                            7.231 METERS 00326     |
 NK0495| NK0497 CEDAR FALLS MUN POWER PLT STK       APPROX. 1.1 KM 0943424.8 |
 NK0495| NK0494 WATERLOO ILL CENTRAL RR CO STK      APPROX.10.2 KM 1034838.0 |
 NK0495| NK0490 WATERLOO IOWA PUB SERV NE STK       APPROX. 9.4 KM 1064151.1 |
 NK0495| NK0492 WATERLOO IOWA PUB SERV SW STK       APPROX. 9.4 KM 1064833.5 |
 NK0495| NK0491 WATERLOO J DEERE TRACTOR STK        APPROX. 8.8 KM 1095329.1 |
 NK0495| NK0493 WATERLOO J DEERE TRACTOR TK         APPROX. 8.8 KM 1095654.2 |
 NK0495| NK0571 WATERLOO RATH PACKING CO TANK       APPROX.11.6 KM 1105147.9 |
 NK0495| NK0572 WATERLOO RATH PACKING CO STACK      APPROX.11.4 KM 1105953.4 |
 NK0495| CI5231 CEDAR AZ MK                                        1891600.7 |
 NK0495| CI5232 CEDAR RM 1                           50.283 METERS 19121     |
 NK0495| NK0498 CEDAR FALLS ST TEACH COLL STK       APPROX. 1.7 KM 2024840.2 |
 NK0495| NK0499 CEDAR FALLS ST TEACH COLL TWR       APPROX. 1.6 KM 2025824.7 |
 NK0495| CI5233 CEDAR RM 2                           35.503 METERS 27020     |
 NK0495| NK0496 CEDAR FALLS MUNICIPAL TANK           18.291 METERS 33217     |
 NK0495|---------------------------------------------------------------------|
 NK0495
 NK0495                          SUPERSEDED SURVEY CONTROL
 NK0495
 NK0495  NAD 83(1996)-  42 31 40.85423(N)    092 27 11.04006(W) AD(       ) 1
 NK0495  NAD 83(1986)-  42 31 40.84867(N)    092 27 11.04053(W) AD(       ) 1
 NK0495  NAD 27      -  42 31 40.90200(N)    092 27 10.38100(W) AD(       ) 1
 NK0495
 NK0495.Superseded values are not recommended for survey control.
 NK0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0495.See file dsdata.txt to determine how the superseded data were derived.
 NK0495
 NK0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4491908549(NAD 83)
 NK0495_MARKER: DS = TRIANGULATION STATION DISK
 NK0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0495_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0495
 NK0495  HISTORY     - Date     Condition        Report By
 NK0495  HISTORY     - 1934     MONUMENTED       CGS
 NK0495  HISTORY     - 1956     GOOD             CGS
 NK0495  HISTORY     - 1967     GOOD             CGS
 NK0495  HISTORY     - 1967     GOOD             CGS
 NK0495  HISTORY     - 1970     GOOD             USGS
 NK0495  HISTORY     - 1971     GOOD             NGS
 NK0495
 NK0495                          STATION DESCRIPTION
 NK0495
 NK0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0495'STATION IS IN THE SW SECTION OF THE CITY OF CEDAR FALLS, IN
 NK0495'A VACANT LOT AT THE NE CORNER OF WEST TWELFTH AND WALNUT STREETS
 NK0495'WHICH IS CITY OWNED PROPERTY.  IT IS 89-1/2 FEET E OF THE E
 NK0495'RAIL OF CAR TRACKS (CENTER LINE OF WALNUT STREET), 141-1/2 FEET
 NK0495'N OF THE CENTER LINE OF W TWELFTH STREET, 79 FEET NNW OF A
 NK0495'24-INCH ELM TREE, 38-1/2 FEET SSE OF THE SE LEG OF THE MUNICIPAL
 NK0495'WATER TANK AND 60.0 FEET SE OF CENTER OF THE FEED PIPE TO
 NK0495'WATER TANK.  MARK IS FLUSH WITH THE TOP OF GROUND.
 NK0495'
 NK0495'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0495'BRONZE DISKS SET IN CONCRETE.
 NK0495'
 NK0495'REFERENCE MARK NO. 1 IS S OF THE STATION, 19-1/2 FEET S OF
 NK0495'CENTER LINE OF W TWELFTH STREET, 4-1/2 FEET S OF THE FACE OF
 NK0495'CURB, 7 FEET N OF N EDGE OF SIDEWALK AND 57 FEET E OF THE E RAIL
 NK0495'OF CAR TRACKS (CENTER LINE OF WALNUT STREET).  MARK IS FLUSH
 NK0495'WITH TOP OF THE GROUND.
 NK0495'
 NK0495'REFERENCE MARK NO. 2 IS W OF STATION, 27 FEET W OF E RAIL OF
 NK0495'CAR TRACK (CENTER LINE OF WALNUT STREET), 7-1/2 FEET W OF FACE
 NK0495'OF CURB, 2 FEET E OF E EDGE OF SIDEWALK, 31 FEET S OF CENTER
 NK0495'LINE OF ALLEY AND IS IN ROW OF ELM TREES.  MARK IS FLUSH WITH
 NK0495'THE TOP OF GROUND.
 NK0495'
 NK0495'AZIMUTH MARK IS S OF THE STATION, 105 FEET W OF E RAIL OF CAR
 NK0495'TRACKS (CENTER LINE OF WALNUT STREET), 90 FEET S OF CENTER
 NK0495'LINE OF GRAVEL ROAD TO THE E OF WALNUT STREET, 24 FEET W OF
 NK0495'THE W WALL OF A STUCCO HOUSE AND 20 FEET N OF THE N WALL OF
 NK0495'HOUSE.  MARK IS FLUSH WITH THE TOP OF GROUND.
 NK0495'
 NK0495'TO REACH FROM POST OFFICE AT CORNER OF WASHINGTON AND W THIRD
 NK0495'STREETS, GO W ON W THIRD STREET 0.3 MILE THEN S ON WALNUT
 NK0495'STREET 0.55 MILE TO THE STATION.
 NK0495'
 NK0495'ALL LIGHTS CAME INTO VIEW AT 35 FEET.
 NK0495
 NK0495                          STATION RECOVERY (1956)
 NK0495
 NK0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 NK0495'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 NK0495'CONDITION.  DESCRIPTION ADEQUATE.
 NK0495'
 NK0495'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE STATION DUE
 NK0495'TO THE ERECTION OF A LARGE APARTMENT BUILDING.
 NK0495
 NK0495                          STATION RECOVERY (1967)
 NK0495
 NK0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DLW)
 NK0495'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 NK0495'CONDITION.  HOWEVER THE STREETCAR TRACKS MENTIONED IN THE OLD
 NK0495'DESCRIPTION HAVE BEEN REMOVED AS WELL AS THE WATER TANK.
 NK0495'A NEW DESCRIPTION FOLLOWS.
 NK0495'
 NK0495'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF CEDAR FALLS,
 NK0495'IN A LOT AT THE INTERSECTION OF WEST TWELFTH AND WALNUT STREET.
 NK0495'89 FEET EAST OF THE CENTER OF WALNUT STREET, 141 FEET NORTH OF
 NK0495'THE CENTER OF WEST TWELFTH STREET.
 NK0495
 NK0495                          STATION RECOVERY (1967)
 NK0495
 NK0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NK0495'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 NK0495'THE WATER TANK HAS BEEN REMOVED AND NEW HOUSES HAVE BEEN BUILT
 NK0495'IN THE AREA.
 NK0495'
 NK0495'THE DESCRIPTION TO REACH THE STATION FROM THE OLD POST OFFICE
 NK0495'AT THE CORNER OF WASHINGTON AND WEST THIRD ST. IS ADEQUATE.
 NK0495'A NEW POST OFFICE HAS BEEN ERECTED AT ANOTHER LOCATION.
 NK0495'
 NK0495'THE STATION IS 27.3 FEET NORTH-NORTHEAST OF THE NORTHEAST
 NK0495'CORNER OF THE HOUSE AT 1120 WALNUT ST., 18.9 FEET SOUTH-SOUTHEAST
 NK0495'OF THE SOUTHEAST CORNER OF THE GARAGE AT 1112 WALNUT ST. AND
 NK0495'2 FEET EAST OF THE PROPERTY LINE.  THE MARK IS ABOUT FLUSH AND
 NK0495'THE DISK IS STAMPED CEDAR 1934.
 NK0495'
 NK0495'R.M. NO. 1 IS SOUTH-SOUTHWEST OF THE STATION AND IS AS DESCRIBED
 NK0495'FROM THE STREETS.  THE MARK IS ABOUT 1 INCH BELOW THE SURFACE.
 NK0495'THE CORNER OF THE HOUSE AT 1120 WALNUT OBSTRUCTS THE LINE OF
 NK0495'SIGHT BETWEEN R.M. NO. 1 AND THE STATION.
 NK0495'
 NK0495'R.M. NO. 2 IS AS DESCRIBED FROM THE STREET AND ALLEY.
 NK0495'
 NK0495'THE AZIMUTH MARK IS 24 FEET WEST OF THE WEST WALL OF A STUCCO
 NK0495'HOUSE, 20 FEET NORTH OF THE NORTH WALL OF THE SAME HOUSE AND
 NK0495'IS 10 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE
 NK0495'AT 704 15TH ST.  THE MARK IS 2 INCHES BELOW THE SURFACE
 NK0495'OF THE GROUND.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 NK0495'GROUND AS THERE ARE HOUSES ON LINE.
 NK0495'
 NK0495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CEDAR FALLS
 NK0495
 NK0495                          STATION RECOVERY (1970)
 NK0495
 NK0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NK0495'STATION MARK AND R.M. 2 WERE FOUND IN GOOD CONDITION AS
 NK0495'DESCRIBED.  R.M. 1 NOT FOUND.  AZIMUTH MARK NOT VISITED.  IN
 NK0495'MANS BACKYARD WITH TREES.  APPROX 90 FT. TOWER NEEDED.  THE
 NK0495'OLD DESCRIPTION IS ADEQUATE.
 NK0495
 NK0495                          STATION RECOVERY (1971)
 NK0495
 NK0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (CFS)
 NK0495'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH
 NK0495'MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 NK0495'CONDITION.  REFERENCE MARK NO. 1 HAS BEEN DESTROYED BY STREET
 NK0495'CONSTRUCTION.  THE DISTANCE TO REFERENCE MARK NO. 2 CHECKED.
 NK0495'
 NK0495'REFERENCE MARK NO. 3 WAS SET.
 NK0495'
 NK0495'FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK NO. 3.
 NK0495'
 NK0495'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CEDAR 1934
 NK0495'NO. 3 1971, IS CRIMPED ON THE TOP OF A 5/8 INCH COPPER COATED
 NK0495'ROD, DRIVEN TO A DEPTH OF 4 FEET, ENCASED IN A 6-INCH TILE
 NK0495'PIPE FILLED WITH GRAVEL, AND IS FLUSH WITH THE SURFACE OF THE
 NK0495'GROUND.  IT IS 52 FEET NORTH OF THE NORTHWEST CORNER OF A
 NK0495'HOUSE, 26 FEET NORTHWEST OF A METAL POLE IN YARD, AND 8 FEET
 NK0495'EAST OF THE EAST SIDE OF A GREEN GARAGE.
 NK0495'
 NK0495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CEDAR FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0874 ***********************************************************************
 LD0874  DESIGNATION -  CEDAR
 LD0874  PID         -  LD0874
 LD0874  STATE/COUNTY-  IA/JEFFERSON
 LD0874  USGS QUAD   -  FAIRFIELD SOUTH (1980)
 LD0874
 LD0874                         *CURRENT SURVEY CONTROL
 LD0874  ___________________________________________________________________
 LD0874* NAD 83(1996)-  40 54 56.69308(N)    091 55 31.16632(W)     ADJUSTED  
 LD0874* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 LD0874  ___________________________________________________________________
 LD0874  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 LD0874  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LD0874
 LD0874  HORZ ORDER  -  FIRST
 LD0874
 LD0874.The horizontal coordinates were established by classical geodetic methods
 LD0874.and adjusted by the National Geodetic Survey in May 1999..
 LD0874
 LD0874.The orthometric height was scaled from a topographic map.
 LD0874
 LD0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0874
 LD0874.The geoid height was determined by GEOID03.
 LD0874
 LD0874;                    North         East     Units Scale Factor Converg.
 LD0874;SPC IA S     -   102,892.783   632,641.758   MT  0.99996069   +1 02 14.1
 LD0874;UTM  15      - 4,529,960.268   590,497.656   MT  0.99970080   +0 42 14.1
 LD0874
 LD0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0874!SPC IA S     -   0.99996878  x   0.99996069  =   0.99992947
 LD0874!UTM  15      -   0.99996878  x   0.99970080  =   0.99966959
 LD0874
 LD0874|---------------------------------------------------------------------|
 LD0874| PID    Reference Object                     Distance      Geod. Az  |
 LD0874|                                                           dddmmss.s |
 LD0874| CL9028 CEDAR RM 1                           37.914 METERS 10101     |
 LD0874| CL9029 CEDAR RM 2                           30.239 METERS 21703     |
 LD0874| CL9027 CEDAR AZ MK                                        2684404.4 |
 LD0874|---------------------------------------------------------------------|
 LD0874
 LD0874                          SUPERSEDED SURVEY CONTROL
 LD0874
 LD0874  NAD 83(1986)-  40 54 56.70066(N)    091 55 31.17912(W) AD(       ) 1
 LD0874  NAD 27      -  40 54 56.62300(N)    091 55 30.56930(W) AD(       ) 1
 LD0874
 LD0874.Superseded values are not recommended for survey control.
 LD0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0874.See file dsdata.txt to determine how the superseded data were derived.
 LD0874
 LD0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF9049829960(NAD 83)
 LD0874_MARKER: DS = TRIANGULATION STATION DISK
 LD0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0874_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LD0874
 LD0874  HISTORY     - Date     Condition        Report By
 LD0874  HISTORY     - 1955     MONUMENTED       CGS
 LD0874
 LD0874                          STATION DESCRIPTION
 LD0874
 LD0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0874'THE STATION IS LOCATED ON THE NORTH SIDE OF A GRAVELED ROAD IN THE
 LD0874'SOUTH PART OF A PASTURE ABOUT 6 MILES AIRLINE SOUTH-SOUTHEAST
 LD0874'OF FAIRFIELD, 7 MILES AIRLINE SOUTHEAST OF LIBERTYVILLE, AND
 LD0874'11 MILES AIRLINE SOUTHWEST OF LOCKRIDGE.
 LD0874'
 LD0874'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34
 LD0874'AND STATE HIGHWAY 1 AT THE SOUTHWEST CORNER OF THE TOWN SQUARE
 LD0874'IN FAIRFIELD GO SOUTH ON STATE HIGHWAY 1 FOR 4.5 MILES TO A
 LD0874'STEEL BRIDGE.  CROSS OVER THE BRIDGE AND CONTINUE SOUTH ON THE
 LD0874'HIGHWAY 2.1 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND
 LD0874'GO EAST 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  KEEP
 LD0874'STRAIGHT AHEAD AND GO EAST 0.9 MILE TO THE START OF A CURVE
 LD0874'TO THE RIGHT AND THE STATION ON THE LEFT.
 LD0874'
 LD0874'THE STATION MARK IS A STANDARD DISK STAMPED CEDAR 1955 SET
 LD0874'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS 18 INCHES
 LD0874'BELOW THE SURFACE OF THE GROUND.  IT IS 23 FEET NORTH OF A WITNESS
 LD0874'POST SET IN A FENCE LINE AND 56 FEET NORTH OF THE CENTERLINE
 LD0874'OF THE ROAD.
 LD0874'
 LD0874'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CEDAR NO
 LD0874'1 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 LD0874'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 6.5 FEET SOUTH OF
 LD0874'A FENCE LINE, 90 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 LD0874'AND 3 FEET LOWER THAN THE STATION.
 LD0874'
 LD0874'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CEDAR NO
 LD0874'2 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 LD0874'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTH
 LD0874'OF A FENCE LINE, 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 LD0874'AND 3 FEET HIGHER THAN THE STATION.
 LD0874'
 LD0874'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF THE ROAD LEADING
 LD0874'TO THE STATION AND IS A STANDARD DISK STAMPED CEDAR 1955
 LD0874'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 LD0874'4 INCHES ABOVE THE GROUND.  IT IS 27 FEET SOUTH OF THE CENTERLINE
 LD0874'OF THE ROAD, 18 FEET EAST OF THE EAST POST OF A BOARD GATE,
 LD0874'1.5 FEET NORTH OF A FENCE LINE, AND 3 FEET EAST OF A POWERLINE
 LD0874'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0019 ***********************************************************************
 NK0019  DESIGNATION -  CEDAR FALLS
 NK0019  PID         -  NK0019
 NK0019  STATE/COUNTY-  IA/BLACK HAWK
 NK0019  USGS QUAD   -  CEDAR FALLS (1980)
 NK0019
 NK0019                         *CURRENT SURVEY CONTROL
 NK0019  ___________________________________________________________________
 NK0019* NAD 83(1986)-  42 32 10.     (N)    092 26 56.     (W)     SCALED    
 NK0019* NAVD 88     -       267.244  (meters)     876.78   (feet)  ADJUSTED  
 NK0019  ___________________________________________________________________
 NK0019  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 NK0019  DYNAMIC HT  -         267.156 (meters)     876.49  (feet)  COMP
 NK0019  MODELED GRAV-     980,285.5   (mgal)                       NAVD 88
 NK0019
 NK0019  VERT ORDER  -  SECOND    CLASS 0
 NK0019
 NK0019.The horizontal coordinates were scaled from a topographic map and have
 NK0019.an estimated accuracy of +/- 6 seconds.
 NK0019
 NK0019.The orthometric height was determined by differential leveling
 NK0019.and adjusted by the National Geodetic Survey in June 1991..
 NK0019
 NK0019.The geoid height was determined by GEOID03.
 NK0019
 NK0019.The dynamic height is computed by dividing the NAVD 88
 NK0019.geopotential number by the normal gravity value computed on the
 NK0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0019.degrees latitude (g = 980.6199 gals.).
 NK0019
 NK0019.The modeled gravity was interpolated from observed gravity values.
 NK0019
 NK0019;                    North         East    Units  Estimated Accuracy
 NK0019;SPC IA N     - 1,115,620.    1,586,340.      MT  (+/- 180 meters Scaled)
 NK0019
 NK0019                          SUPERSEDED SURVEY CONTROL
 NK0019
 NK0019  NGVD 29 (??/??/92)  267.260  (m)          876.84   (f) ADJ UNCH    2 0
 NK0019
 NK0019.Superseded values are not recommended for survey control.
 NK0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0019.See file dsdata.txt to determine how the superseded data were derived.
 NK0019
 NK0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH452094(NAD 83)
 NK0019_MARKER: DB = BENCH MARK DISK
 NK0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0019_STAMPING: CEDAR FALLS 1934
 NK0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0019+STABILITY: SURFACE MOTION
 NK0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NK0019+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2001
 NK0019
 NK0019  HISTORY     - Date     Condition        Report By
 NK0019  HISTORY     - 1934     MONUMENTED       CGS
 NK0019  HISTORY     - 1961     MARK NOT FOUND   NGS
 NK0019  HISTORY     - 20010920 GOOD             BHCIAE
 NK0019
 NK0019                          STATION DESCRIPTION
 NK0019
 NK0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NK0019'AT CEDAR FALLS.
 NK0019'REVISED DESCRIPTION-- IN BLACK HAWK COUNTY, IOWA, NEAR THE
 NK0019'CENTER OF THE CITY PARK AT CEDAR FALLS, 125 FEET NORTH OF THE
 NK0019'CENTERLINE OF THIRD AVENUE, 210 FEET WEST OF THE CENTERLINE OF
 NK0019'CLAY STREET, AND 52.0 FEET SOUTH OF THE STATUE OF LIBERTY LOCATED
 NK0019'IN THE CENTER OF THE CITY PARK.  A STANDARD DISK, STAMPED CEDAR
 NK0019'FALLS AND SET IN THE TOP OF A CIRCULAR CONCRETE MONUMENT AT
 NK0019'GROUND SURFACE.  NOTE-- IT WAS REPORTED IN JUNE 1956 THAT THERE
 NK0019'APPEARS TO HAVE BEEN AN EXCAVATION FOR A PARKING STRIP IN THE
 NK0019'AREA WHERE THE MARK WAS SET.
 NK0019
 NK0019                          STATION RECOVERY (2001)
 NK0019
 NK0019'RECOVERY NOTE BY BLACK HAWK COUNTY IOWA ENGINEER 2001 (GAT)
 NK0019'CEDAR FALLS CITY PARK (SECTION 12 T89N R14W), IN BLACK HAWK COUNTY,
 NK0019'IOWA, WEST OF DOWNTOWN CEDAR FALLS AND SOUTH OF STATE HWY. 57 LOCATED
 NK0019' 
 NK0019'125'+/- N. OF CL. THIRD AVE., 210'+/- W. OF CL. CLAY ST., AND AT 54.0'
 NK0019' 
 NK0019'SOUTH OF CENTER SIDEWALK INTERSECTION (X-ING) LOCATED IN THE CENTER OF
 NK0019'PARK.  A STANDARD DISK, STAMPED CEDAR FALLS 1934 FLUSH W/GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0497 ***********************************************************************
 NK0497  DESIGNATION -  CEDAR FALLS MUN POWER PLT STK
 NK0497  PID         -  NK0497
 NK0497  STATE/COUNTY-  IA/BLACK HAWK
 NK0497  USGS QUAD   -  CEDAR FALLS (1980)
 NK0497
 NK0497                         *CURRENT SURVEY CONTROL
 NK0497  ___________________________________________________________________
 NK0497* NAD 83(1996)-  42 31 38.00770(N)    092 26 22.96372(W)     ADJUSTED  
 NK0497* NAVD 88     -                                                        
 NK0497  ___________________________________________________________________
 NK0497  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 NK0497  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 NK0497
 NK0497  HORZ ORDER  -  THIRD
 NK0497
 NK0497.The horizontal coordinates were established by classical geodetic methods
 NK0497.and adjusted by the National Geodetic Survey in May 1999..
 NK0497
 NK0497
 NK0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0497
 NK0497.The geoid height was determined by GEOID03.
 NK0497
 NK0497;                    North         East     Units Scale Factor Converg.
 NK0497;SPC IA N     - 1,114,646.386 1,587,110.013   MT  0.99994836   +0 43 07.0
 NK0497;UTM  15      - 4,708,468.127   546,016.774   MT  0.99962605   +0 22 43.4
 NK0497
 NK0497                          SUPERSEDED SURVEY CONTROL
 NK0497
 NK0497  NAD 83(1996)-  42 31 38.00691(N)    092 26 22.96462(W) AD(       ) 4
 NK0497  NAD 83(1986)-  42 31 38.00132(N)    092 26 22.96536(W) AD(       ) 4
 NK0497  NAD 27      -  42 31 38.05400(N)    092 26 22.30800(W) AD(       ) 3
 NK0497
 NK0497.Superseded values are not recommended for survey control.
 NK0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0497.See file dsdata.txt to determine how the superseded data were derived.
 NK0497
 NK0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4601708468(NAD 83)
 NK0497_MARKER: 63 = STACK
 NK0497
 NK0497  HISTORY     - Date     Condition        Report By
 NK0497  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0497  HISTORY     - 1962     GOOD             CGS
 NK0497
 NK0497                          STATION DESCRIPTION
 NK0497
 NK0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0497'STATION IS THE CENTER OF THE TALL CONCRETE STACK AT THE
 NK0497'MUNICIPAL GAS, POWER, AND WATER PLANT OF CEDAR FALLS.
 NK0497'
 NK0497'THE STACK IS BACK (S) OF THE POWER PLANT, WHICH IS THE S
 NK0497'SIDE OF TWELFTH STREET AT THE E END OF THE STREET.
 NK0497'
 NK0497'THE STACK WAS BUILT BY L.V. BOLAND CONSTRUCTION COMPANY IN
 NK0497'1925.  IT IS 175 FEET HIGH.  IT IS VERY PROMINENT, AND THE
 NK0497'ONLY NOTICEABLE STACK IN THE E PART OF TOWN.
 NK0497
 NK0497                          STATION RECOVERY (1962)
 NK0497
 NK0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WPY)
 NK0497'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0496 ***********************************************************************
 NK0496  DESIGNATION -  CEDAR FALLS MUNICIPAL TANK
 NK0496  PID         -  NK0496
 NK0496  STATE/COUNTY-  IA/BLACK HAWK
 NK0496  USGS QUAD   -  CEDAR FALLS (1980)
 NK0496
 NK0496                         *CURRENT SURVEY CONTROL
 NK0496  ___________________________________________________________________
 NK0496* NAD 83(1996)-  42 31 41.37971(N)    092 27 11.41190(W)     ADJUSTED  
 NK0496* NAVD 88     -                                                        
 NK0496  ___________________________________________________________________
 NK0496  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 NK0496  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 NK0496
 NK0496  HORZ ORDER  -  THIRD
 NK0496
 NK0496.The horizontal coordinates were established by classical geodetic methods
 NK0496.and adjusted by the National Geodetic Survey in May 1999..
 NK0496
 NK0496
 NK0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0496
 NK0496.The geoid height was determined by GEOID03.
 NK0496
 NK0496;                    North         East     Units Scale Factor Converg.
 NK0496;SPC IA N     - 1,114,736.642 1,586,003.127   MT  0.99994832   +0 42 34.1
 NK0496;UTM  15      - 4,708,564.916   544,910.801   MT  0.99962482   +0 22 10.7
 NK0496
 NK0496                          SUPERSEDED SURVEY CONTROL
 NK0496
 NK0496  NAD 83(1996)-  42 31 41.37894(N)    092 27 11.41289(W) AD(       ) 4
 NK0496  NAD 83(1986)-  42 31 41.37348(N)    092 27 11.41309(W) AD(       ) 4
 NK0496  NAD 27      -  42 31 41.42700(N)    092 27 10.75400(W) AD(       ) 3
 NK0496
 NK0496.Superseded values are not recommended for survey control.
 NK0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0496.See file dsdata.txt to determine how the superseded data were derived.
 NK0496
 NK0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4491108565(NAD 83)
 NK0496_MARKER: 53 = ELEVATED TANK
 NK0496
 NK0496  HISTORY     - Date     Condition        Report By
 NK0496  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0496
 NK0496                          STATION DESCRIPTION
 NK0496
 NK0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0496'THIS IS A TRAVERSE STATION.  STATION IS THE CENTER OF CEDAR
 NK0496'FALLS MUNICIPAL WATER TANK.  THE TANK IS ON THE E SIDE OF
 NK0496'WALNUT STREET, ABOUT MIDWAY BETWEEN ELEVENTH AND TWELFTH
 NK0496'STREETS.
 NK0496'
 NK0496'THE TANK IS ENTIRELY BLACK WITH A LARGE BALL AT CENTER OF
 NK0496'TOP.  THERE IS A LIGHT ABOVE THE BALL AND DIRECTED DOWN ON IT.
 NK0496'THE TANK IS ON A STEEL TOWER OF ABOUT 100 FEET IN HEIGHT.
 NK0496'THERE IS A PLATFORM AND HAND RAIL AROUND THE TANK AT THE TOP OF
 NK0496'THE TOWER.  THE TOWER IS CROSS BRACED WITH ONE INCH SQUARE TIE
 NK0496'RODS AND TURN BUCKLES.
 NK0496'
 NK0496'THE TOWER WAS BUILT IN 1890, AND THE PRESENT TANK PLACED ON
 NK0496'IT IN 1913.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0498 ***********************************************************************
 NK0498  DESIGNATION -  CEDAR FALLS ST TEACH COLL STK
 NK0498  PID         -  NK0498
 NK0498  STATE/COUNTY-  IA/BLACK HAWK
 NK0498  USGS QUAD   -  CEDAR FALLS (1980)
 NK0498
 NK0498                         *CURRENT SURVEY CONTROL
 NK0498  ___________________________________________________________________
 NK0498* NAD 83(1996)-  42 30 49.03832(N)    092 27 40.49668(W)     ADJUSTED  
 NK0498* NAVD 88     -                                                        
 NK0498  ___________________________________________________________________
 NK0498  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 NK0498  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 NK0498
 NK0498  HORZ ORDER  -  THIRD
 NK0498
 NK0498.The horizontal coordinates were established by classical geodetic methods
 NK0498.and adjusted by the National Geodetic Survey in May 1999..
 NK0498
 NK0498
 NK0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0498
 NK0498.The geoid height was determined by GEOID03.
 NK0498
 NK0498;                    North         East     Units Scale Factor Converg.
 NK0498;SPC IA N     - 1,113,113.587 1,585,359.259   MT  0.99994896   +0 42 14.4
 NK0498;UTM  15      - 4,706,946.235   544,257.528   MT  0.99962410   +0 21 50.7
 NK0498
 NK0498                          SUPERSEDED SURVEY CONTROL
 NK0498
 NK0498  NAD 83(1996)-  42 30 49.03753(N)    092 27 40.49773(W) AD(       ) 4
 NK0498  NAD 83(1986)-  42 30 49.03187(N)    092 27 40.49864(W) AD(       ) 4
 NK0498  NAD 27      -  42 30 49.08400(N)    092 27 39.83900(W) AD(       ) 3
 NK0498
 NK0498.Superseded values are not recommended for survey control.
 NK0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0498.See file dsdata.txt to determine how the superseded data were derived.
 NK0498
 NK0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4425806946(NAD 83)
 NK0498_MARKER: 63 = STACK
 NK0498
 NK0498  HISTORY     - Date     Condition        Report By
 NK0498  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0498  HISTORY     - 1962     GOOD             CGS
 NK0498  HISTORY     - 1978     GOOD             NGS
 NK0498
 NK0498                          STATION DESCRIPTION
 NK0498
 NK0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0498'STATION IS THE CENTER OF THE TALL CONCRETE STACK AT THE
 NK0498'HEATING PLANT OF THE IOWA STATE TEACHERS COLLEGE.  IT IS 197
 NK0498'FEET TALL, WITH AN INCASED LADDER ON THE SW SIDE.  IT IS
 NK0498'ON THE E SIDE OF THE HEATING PLANT, ON CENTER LINE OF THE GARAGE,
 NK0498'AND 30 FEET W OF IT.  THE STACK WAS BUILT IN 1931 BY RUST
 NK0498'ENGINEERING COMPANY.
 NK0498'
 NK0498'THE HEATING PLANT IS ON S SIDE OF THE CAMPUS AND W OF THE LECTURE
 NK0498'BUILDINGS.  IT IS ON THE N SIDE OF TWENTY-SEVENTH STREET.
 NK0498
 NK0498                          STATION RECOVERY (1962)
 NK0498
 NK0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WPY)
 NK0498'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NK0498
 NK0498                          STATION RECOVERY (1978)
 NK0498
 NK0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (ARB)
 NK0498'STATION RECOVERED AS DESCRIBED.  AREA NOW KNOWN AS UNIVERSITY OF
 NK0498'NORTHERN IOWA.
 NK0498'
 NK0498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CEDAR FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0499 ***********************************************************************
 NK0499  DESIGNATION -  CEDAR FALLS ST TEACH COLL TWR
 NK0499  PID         -  NK0499
 NK0499  STATE/COUNTY-  IA/BLACK HAWK
 NK0499  USGS QUAD   -  CEDAR FALLS (1980)
 NK0499
 NK0499                         *CURRENT SURVEY CONTROL
 NK0499  ___________________________________________________________________
 NK0499* NAD 83(1996)-  42 30 53.78235(N)    092 27 38.01275(W)     ADJUSTED  
 NK0499* NAVD 88     -                                                        
 NK0499  ___________________________________________________________________
 NK0499  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 NK0499  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 NK0499
 NK0499  HORZ ORDER  -  THIRD
 NK0499
 NK0499.The horizontal coordinates were established by classical geodetic methods
 NK0499.and adjusted by the National Geodetic Survey in May 1999..
 NK0499
 NK0499
 NK0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0499
 NK0499.The geoid height was determined by GEOID03.
 NK0499
 NK0499;                    North         East     Units Scale Factor Converg.
 NK0499;SPC IA N     - 1,113,260.650 1,585,414.156   MT  0.99994890   +0 42 16.1
 NK0499;UTM  15      - 4,707,092.921   544,313.277   MT  0.99962416   +0 21 52.4
 NK0499
 NK0499                          SUPERSEDED SURVEY CONTROL
 NK0499
 NK0499  NAD 83(1996)-  42 30 53.78156(N)    092 27 38.01380(W) AD(       ) 4
 NK0499  NAD 83(1986)-  42 30 53.77589(N)    092 27 38.01471(W) AD(       ) 4
 NK0499  NAD 27      -  42 30 53.82800(N)    092 27 37.35500(W) AD(       ) 3
 NK0499
 NK0499.Superseded values are not recommended for survey control.
 NK0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0499.See file dsdata.txt to determine how the superseded data were derived.
 NK0499
 NK0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4431307093(NAD 83)
 NK0499_MARKER: 55 = TOWER
 NK0499
 NK0499  HISTORY     - Date     Condition        Report By
 NK0499  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0499  HISTORY     - 1978     GOOD             NGS
 NK0499
 NK0499                          STATION DESCRIPTION
 NK0499
 NK0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0499'STATION IS THE CENTER OF CAMPANELLE CHIMES TOWER ON THE CAMPUS
 NK0499'OF THE IOWA STATE TEACHERS COLLEGE.  THE COLLEGE IS IN THE SW
 NK0499'PART OF CEDAR FALLS.  IT IS ON THE NW CORNER OF COLLEGE AVENUE
 NK0499'AND TWENTY-SEVENTH STREET.  THE TOWER IS IN FRONT (S) OF THE
 NK0499'COMMONS AND W OF THE MAIN BUILDINGS.  IT IS ALONE IN ABOUT THE
 NK0499'CENTER OF THE CAMPUS.
 NK0499'
 NK0499'THE TOWER IS ABOUT FIFTY FEET HIGH.  IT IS SQUARE AND MADE
 NK0499'OF RED BRICK, EXCEPT FOR THE BOTTOM TEN FEET WHICH IS CONCRETE
 NK0499'BLOCK.  EACH SIDE CONTAINS A CLOCK FACE ABOVE WHICH IS A DOUBLE
 NK0499'ARCH OPENING INTO THE CHIME BELFRY.  IT HAS A RED TILE HIP
 NK0499'ROOF.
 NK0499'
 NK0499'THE STATEMENT BUILT IN HONOR OF FOUNDERS AND BUILDERS OF
 NK0499'IOWA STATE TEACHERS COLLEGE IS ENGRAVED CIRCUMVENTUALLY AROUND
 NK0499'THE TOWER ABOUT SIX FEET ABOVE THE GROUND.
 NK0499'
 NK0499'THE TOWER WAS BUILT IN 1926.
 NK0499
 NK0499                          STATION RECOVERY (1978)
 NK0499
 NK0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (ARB)
 NK0499'STATION RECOVERED AS DESCRIBED.  AREA NOW KNOWN AS UNIVERSITY OF
 NK0499'NORTHERN IOWA.
 NK0499'
 NK0499'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CEDAR FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0500 ***********************************************************************
 NK0500  DESIGNATION -  CEDAR FALLS UNIV N IOWA STACK
 NK0500  PID         -  NK0500
 NK0500  STATE/COUNTY-  IA/BLACK HAWK
 NK0500  USGS QUAD   -  CEDAR FALLS (1980)
 NK0500
 NK0500                         *CURRENT SURVEY CONTROL
 NK0500  ___________________________________________________________________
 NK0500* NAD 83(1996)-  42 30 49.02831(N)    092 27 40.49910(W)     ADJUSTED  
 NK0500* NAVD 88     -                                                        
 NK0500  ___________________________________________________________________
 NK0500  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 NK0500  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 NK0500
 NK0500  HORZ ORDER  -  THIRD
 NK0500
 NK0500.The horizontal coordinates were established by classical geodetic methods
 NK0500.and adjusted by the National Geodetic Survey in May 1999..
 NK0500.No horizontal observational check was made to the station.
 NK0500
 NK0500
 NK0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0500
 NK0500.The geoid height was determined by GEOID03.
 NK0500
 NK0500;                    North         East     Units Scale Factor Converg.
 NK0500;SPC IA N     - 1,113,113.278 1,585,359.208   MT  0.99994896   +0 42 14.4
 NK0500;UTM  15      - 4,706,945.926   544,257.474   MT  0.99962410   +0 21 50.7
 NK0500
 NK0500                          SUPERSEDED SURVEY CONTROL
 NK0500
 NK0500  NAD 83(1996)-  42 30 49.02914(N)    092 27 40.49894(W) AD(       ) 4
 NK0500  NAD 83(1986)-  42 30 49.02557(N)    092 27 40.49373(W) AD(       ) 4
 NK0500  NAD 27      -  42 30 49.08389(N)    092 27 39.81948(W) AD(       ) 3
 NK0500
 NK0500.Superseded values are not recommended for survey control.
 NK0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0500.See file dsdata.txt to determine how the superseded data were derived.
 NK0500
 NK0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4425706946(NAD 83)
 NK0500
 NK0500  HISTORY     - Date     Condition        Report By
 NK0500  HISTORY     - 1970     MONUMENTED       USGS
 NK0500  HISTORY     - 1978     GOOD             NGS
 NK0500
 NK0500                          STATION DESCRIPTION
 NK0500
 NK0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (ARB)
 NK0500'STATION RECOVERED AS DESCRIBED.  AREA NOW KNOWN AS UNIVERSITY OF
 NK0500'NORTHERN IOWA.
 NK0500'
 NK0500'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NK0500'IN CEDAR FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0865 ***********************************************************************
 MG0865  DESIGNATION -  CEDAR RAPID 3 MIN CEREAL CO TK
 MG0865  PID         -  MG0865
 MG0865  STATE/COUNTY-  IA/LINN
 MG0865  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0865
 MG0865                         *CURRENT SURVEY CONTROL
 MG0865  ___________________________________________________________________
 MG0865* NAD 83(1996)-  41 59 39.01699(N)    091 39 25.08069(W)     ADJUSTED  
 MG0865* NAVD 88     -                                                        
 MG0865  ___________________________________________________________________
 MG0865  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 MG0865  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 MG0865
 MG0865  HORZ ORDER  -  THIRD
 MG0865
 MG0865.The horizontal coordinates were established by classical geodetic methods
 MG0865.and adjusted by the National Geodetic Survey in May 1999..
 MG0865
 MG0865
 MG0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0865
 MG0865.The geoid height was determined by GEOID03.
 MG0865
 MG0865;                    North         East     Units Scale Factor Converg.
 MG0865;SPC IA N     - 1,056,555.586 1,652,700.667   MT  1.00001395   +1 14 56.8
 MG0865;UTM  15      - 4,650,001.432   611,238.047   MT  0.99975226   +0 53 55.2
 MG0865
 MG0865                          SUPERSEDED SURVEY CONTROL
 MG0865
 MG0865  NAD 83(1986)-  41 59 39.01495(N)    091 39 25.09032(W) AD(       ) 4
 MG0865  NAD 27      -  41 59 39.02000(N)    091 39 24.43000(W) AD(       ) 3
 MG0865
 MG0865.Superseded values are not recommended for survey control.
 MG0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0865.See file dsdata.txt to determine how the superseded data were derived.
 MG0865
 MG0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1123850001(NAD 83)
 MG0865_MARKER: 51 = TANK
 MG0865
 MG0865  HISTORY     - Date     Condition        Report By
 MG0865  HISTORY     - 1934     FIRST OBSERVED   CGS
 MG0865  HISTORY     - 19950517 GOOD             USPSQD
 MG0865
 MG0865                          STATION DESCRIPTION
 MG0865
 MG0865'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0867 ***********************************************************************
 MG0867  DESIGNATION -  CEDAR RAPID PENICK FORD LTD TK
 MG0867  PID         -  MG0867
 MG0867  STATE/COUNTY-  IA/LINN
 MG0867  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0867
 MG0867                         *CURRENT SURVEY CONTROL
 MG0867  ___________________________________________________________________
 MG0867* NAD 83(1996)-  41 58 06.64974(N)    091 39 53.77944(W)     ADJUSTED  
 MG0867* NAVD 88     -                                                        
 MG0867  ___________________________________________________________________
 MG0867  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 MG0867  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 MG0867
 MG0867  HORZ ORDER  -  THIRD
 MG0867
 MG0867.The horizontal coordinates were established by classical geodetic methods
 MG0867.and adjusted by the National Geodetic Survey in May 1999..
 MG0867
 MG0867
 MG0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0867
 MG0867.The geoid height was determined by GEOID03.
 MG0867
 MG0867;                    North         East     Units Scale Factor Converg.
 MG0867;SPC IA N     - 1,053,691.980 1,652,102.135   MT  1.00001926   +1 14 37.3
 MG0867;SPC IA S     -   220,216.058   652,105.668   MT  1.00003814   +1 12 31.5
 MG0867;UTM  15      - 4,647,142.302   610,622.165   MT  0.99975058   +0 53 34.4
 MG0867
 MG0867                          SUPERSEDED SURVEY CONTROL
 MG0867
 MG0867  NAD 83(1986)-  41 58 06.64828(N)    091 39 53.78932(W) AD(       ) 4
 MG0867  NAD 27      -  41 58 06.65000(N)    091 39 53.13000(W) AD(       ) 3
 MG0867
 MG0867.Superseded values are not recommended for survey control.
 MG0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0867.See file dsdata.txt to determine how the superseded data were derived.
 MG0867
 MG0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1062247142(NAD 83)
 MG0867_MARKER: 53 = ELEVATED TANK
 MG0867
 MG0867  HISTORY     - Date     Condition        Report By
 MG0867  HISTORY     - 1934     FIRST OBSERVED   CGS
 MG0867  HISTORY     - 1957     GOOD             CGS
 MG0867  HISTORY     - 1960     GOOD             CGS
 MG0867  HISTORY     - 1968     GOOD             LOCSUR
 MG0867
 MG0867                          STATION DESCRIPTION
 MG0867
 MG0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0867'STATION IS THE CENTER OF THE TALL, BLACK, STEEL WATER TANK
 MG0867'AT THE PLANT OF THE PENICK AND FORD, LIMITED.  THE PLANT
 MG0867'IS AT THE S CORNER OF FIRST STREET, SW AND 10TH AVENUE, SW.
 MG0867'THE TANK IS NEAR THE SW BANK OF THE CEDAR RIVER, AND IS
 MG0867'ABOUT 100 FEET N OF THE S CORNER OF THE PLANT.  IT IS LETTERED
 MG0867'PENICK-FORD ON THE N AND S SIDES.  IT IS ABOUT 120 FEET
 MG0867'HIGH AND IS QUITE PROMINENT.
 MG0867
 MG0867                          STATION RECOVERY (1957)
 MG0867
 MG0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 MG0867'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MG0867
 MG0867                          STATION RECOVERY (1960)
 MG0867
 MG0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 MG0867'STATION RECOVERED IN GOOD CONDITION AND THE PUBLISHED DESCRIPTION
 MG0867'IS ADEQUATE AND COMPLETE.
 MG0867
 MG0867                          STATION RECOVERY (1968)
 MG0867
 MG0867'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968 (AS)
 MG0867'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0632 ***********************************************************************
 MG0632  DESIGNATION -  CEDAR RAPIDS
 MG0632  PID         -  MG0632
 MG0632  STATE/COUNTY-  IA/LINN
 MG0632  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0632
 MG0632                         *CURRENT SURVEY CONTROL
 MG0632  ___________________________________________________________________
 MG0632* NAD 83(1986)-  41 58 35.     (N)    091 40 16.     (W)     SCALED    
 MG0632* NAVD 88     -       222.146  (meters)     728.82   (feet)  ADJUSTED  
 MG0632  ___________________________________________________________________
 MG0632  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 MG0632  DYNAMIC HT  -         222.064 (meters)     728.55  (feet)  COMP
 MG0632  MODELED GRAV-     980,247.7   (mgal)                       NAVD 88
 MG0632
 MG0632  VERT ORDER  -  FIRST     CLASS II
 MG0632
 MG0632.The horizontal coordinates were scaled from a topographic map and have
 MG0632.an estimated accuracy of +/- 6 seconds.
 MG0632
 MG0632.The orthometric height was determined by differential leveling
 MG0632.and adjusted by the National Geodetic Survey in June 1991..
 MG0632.WARNING-Repeat measurements at this control monument indicate possible
 MG0632.vertical movement.
 MG0632
 MG0632.The geoid height was determined by GEOID03.
 MG0632
 MG0632.The dynamic height is computed by dividing the NAVD 88
 MG0632.geopotential number by the normal gravity value computed on the
 MG0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0632.degrees latitude (g = 980.6199 gals.).
 MG0632
 MG0632.The modeled gravity was interpolated from observed gravity values.
 MG0632
 MG0632;                    North         East    Units  Estimated Accuracy
 MG0632;SPC IA N     - 1,054,560.    1,651,570.      MT  (+/- 180 meters Scaled)
 MG0632
 MG0632                          SUPERSEDED SURVEY CONTROL
 MG0632
 MG0632  NGVD 29 (??/??/92)  222.170  (m)          728.90   (f) ADJ UNCH    1 2
 MG0632
 MG0632.Superseded values are not recommended for survey control.
 MG0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0632.See file dsdata.txt to determine how the superseded data were derived.
 MG0632
 MG0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG100480(NAD 83)
 MG0632_MARKER: DD = SURVEY DISK
 MG0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0632_SP_SET: PORCH
 MG0632_STAMPING: CEDAR RAPIDS 1934
 MG0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0632
 MG0632  HISTORY     - Date     Condition        Report By
 MG0632  HISTORY     - 1934     MONUMENTED       CGS
 MG0632  HISTORY     - 1957     GOOD             NGS
 MG0632  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 MG0632  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0632
 MG0632                          STATION DESCRIPTION
 MG0632
 MG0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MG0632'AT CEDAR RAPIDS.
 MG0632'AT CEDAR RAPIDS, LINN COUNTY, AT THE SECOND AVENUE FRONT ENTRANCE
 MG0632'ARCH OF THE CITY HALL, AT THE BASE OF A TABLET PANEL, AT THE
 MG0632'CENTER OF AN ALCOVE, IN THE TOP OF A LIMESTONE BLOCK OF THE
 MG0632'PORCH FLOOR.  A STANDARD DISK, STAMPED CEDAR RAPIDS 1934.
 MG0632
 MG0632                          STATION RECOVERY (1987)
 MG0632
 MG0632'RECOVERY NOTE BY US POWER SQUADRON 1987 (SK)
 MG0632'MARK NOT FOUND.
 MG0632
 MG0632                          STATION RECOVERY (1998)
 MG0632
 MG0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0632'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0868 ***********************************************************************
 MG0868  DESIGNATION -  CEDAR RAPIDS GAS CO GAS TANK
 MG0868  PID         -  MG0868
 MG0868  STATE/COUNTY-  IA/LINN
 MG0868  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0868
 MG0868                         *CURRENT SURVEY CONTROL
 MG0868  ___________________________________________________________________
 MG0868* NAD 83(1996)-  41 58 17.37224(N)    091 39 48.70038(W)     ADJUSTED  
 MG0868* NAVD 88     -                                                        
 MG0868  ___________________________________________________________________
 MG0868  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 MG0868  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 MG0868
 MG0868  HORZ ORDER  -  THIRD
 MG0868
 MG0868.The horizontal coordinates were established by classical geodetic methods
 MG0868.and adjusted by the National Geodetic Survey in May 1999..
 MG0868
 MG0868
 MG0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0868
 MG0868.The geoid height was determined by GEOID03.
 MG0868
 MG0868;                    North         East     Units Scale Factor Converg.
 MG0868;SPC IA N     - 1,054,025.275 1,652,211.871   MT  1.00001864   +1 14 40.8
 MG0868;SPC IA S     -   220,549.292   652,215.609   MT  1.00003884   +1 12 34.9
 MG0868;UTM  15      - 4,647,474.829   610,733.910   MT  0.99975088   +0 53 37.9
 MG0868
 MG0868                          SUPERSEDED SURVEY CONTROL
 MG0868
 MG0868  NAD 83(1986)-  41 58 17.37070(N)    091 39 48.71026(W) AD(       ) 4
 MG0868  NAD 27      -  41 58 17.37000(N)    091 39 48.05000(W) AD(       ) 3
 MG0868
 MG0868.Superseded values are not recommended for survey control.
 MG0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0868.See file dsdata.txt to determine how the superseded data were derived.
 MG0868
 MG0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1073447475(NAD 83)
 MG0868_MARKER: 53 = ELEVATED TANK
 MG0868
 MG0868  HISTORY     - Date     Condition        Report By
 MG0868  HISTORY     - 1934     FIRST OBSERVED   CGS
 MG0868  HISTORY     - 1958     GOOD             CGS
 MG0868
 MG0868                          STATION DESCRIPTION
 MG0868
 MG0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0868'STATION IS THE CENTER OF THE SMALL ENCLOSURE ON TOP OF THE
 MG0868'LARGE GAS TANK OF THE CEDAR RAPIDS GAS COMPANY.  THE TANK
 MG0868'IS ABOUT 50 FEET IN DIAMETER AND IS ABOUT 100 FEET HIGH.
 MG0868'IT HAS 12 SIDES AND IS BUILT UP IN PANELS.  THE TOP OF THE
 MG0868'TANK IS ROUNDED INTO A FLAT DOME AND HAS A CIRCULAR VENTILATOR
 MG0868'ABOUT 3 FEET IN DIAMETER AT THE CENTER.
 MG0868'
 MG0868'THE TANK IS AT THE S CORNER OF 8TH AVENUE, SE AND 1ST STREET,
 MG0868'SE, AND IS ON THE NE BANK OF CEDAR RIVER ABOUT MIDWAY BETWEEN
 MG0868'THE CHICAGO, MILWAUKEE, AND ST. PAUL RAILROAD BRIDGE AND
 MG0868'THE 8TH AVENUE BRIDGE.
 MG0868
 MG0868                          STATION RECOVERY (1958)
 MG0868
 MG0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MG0868'INTERSECTION STATION SEARCHED FOR BUT NOT RECOVERED.  NO
 MG0868'TANK IN VICINITY OF PLOTTED POSITION FOR THIS TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0774 ***********************************************************************
 NJ0774  DESIGNATION -  CEDAR RAPIDS MT MERCY CONV CUP
 NJ0774  PID         -  NJ0774
 NJ0774  STATE/COUNTY-  IA/LINN
 NJ0774  USGS QUAD   -  CEDAR RAPIDS NORTH (1994)
 NJ0774
 NJ0774                         *CURRENT SURVEY CONTROL
 NJ0774  ___________________________________________________________________
 NJ0774* NAD 83(1996)-  42 00 13.14209(N)    091 39 13.22219(W)     ADJUSTED  
 NJ0774* NAVD 88     -                                                        
 NJ0774  ___________________________________________________________________
 NJ0774  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 NJ0774  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 NJ0774
 NJ0774  HORZ ORDER  -  THIRD
 NJ0774
 NJ0774.The horizontal coordinates were established by classical geodetic methods
 NJ0774.and adjusted by the National Geodetic Survey in May 1999..
 NJ0774
 NJ0774
 NJ0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0774
 NJ0774.The geoid height was determined by GEOID03.
 NJ0774
 NJ0774;                    North         East     Units Scale Factor Converg.
 NJ0774;SPC IA N     - 1,057,614.189 1,652,950.550   MT  1.00001204   +1 15 04.8
 NJ0774;UTM  15      - 4,651,058.212   611,494.332   MT  0.99975296   +0 54 03.7
 NJ0774
 NJ0774                          SUPERSEDED SURVEY CONTROL
 NJ0774
 NJ0774  NAD 83(1986)-  42 00 13.13979(N)    091 39 13.23183(W) AD(       ) 4
 NJ0774  NAD 27      -  42 00 13.15000(N)    091 39 12.57000(W) AD(       ) 3
 NJ0774
 NJ0774.Superseded values are not recommended for survey control.
 NJ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0774.See file dsdata.txt to determine how the superseded data were derived.
 NJ0774
 NJ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1149451058(NAD 83)
 NJ0774_MARKER: 86 = CUPOLA
 NJ0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0774+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 NJ0774
 NJ0774  HISTORY     - Date     Condition        Report By
 NJ0774  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0774  HISTORY     - 20050717 GOOD             GEOCAC
 NJ0774
 NJ0774                          STATION DESCRIPTION
 NJ0774
 NJ0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0774'STATION IS THE BASE OF THE STEEL CROSS ON THE CUPOLA ON
 NJ0774'THE MOUNT MERCY CONVENT.  THE CONVENT IS A LARGE, RED BRICK
 NJ0774'BUILDING WITH A WHITE, OCTAGONAL CUPOLA ON TOP AT THE CENTER
 NJ0774'OF THE BUILDING.  THE CUPOLA HAS A LOUVERED WINDOW ON FOUR
 NJ0774'SIDES AND DOUBLE COLUMNS ON FOUR SIDES.  THE TOP OF THE CUPOLA
 NJ0774'IS A SMALL DOME WITH A CROSS AT THE CENTER.  THE CONVENT IS AT
 NJ0774'THE SE CORNER OF MAPLEWOOD DRIVE AND ELMHURST DRIVE, NE.
 NJ0774'IT WAS ERECTED IN 1923.  IT IS NOT VERY PROMINENT.
 NJ0774
 NJ0774                          STATION RECOVERY (2005)
 NJ0774
 NJ0774'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0774'BUILDING IS NOW WARDE HALL OF MT MERCY COLLEGE.  CORNERSTONE 1923.
 NJ0774'CUPOLA AS DESCRIBED EXCEPT COLOR QUITE WEATHERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0864 ***********************************************************************
 MG0864  DESIGNATION -  CEDAR RAPIDS MUNICIPAL TANK
 MG0864  PID         -  MG0864
 MG0864  STATE/COUNTY-  IA/LINN
 MG0864  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0864
 MG0864                         *CURRENT SURVEY CONTROL
 MG0864  ___________________________________________________________________
 MG0864* NAD 83(1996)-  41 58 32.81733(N)    091 37 44.67757(W)     ADJUSTED  
 MG0864* NAVD 88     -                                                        
 MG0864  ___________________________________________________________________
 MG0864  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 MG0864  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 MG0864
 MG0864  HORZ ORDER  -  THIRD
 MG0864
 MG0864.The horizontal coordinates were established by classical geodetic methods
 MG0864.and adjusted by the National Geodetic Survey in May 1999..
 MG0864
 MG0864
 MG0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0864
 MG0864.The geoid height was determined by GEOID03.
 MG0864
 MG0864;                    North         East     Units Scale Factor Converg.
 MG0864;SPC IA N     - 1,054,564.313 1,655,056.239   MT  1.00001774   +1 16 04.8
 MG0864;UTM  15      - 4,647,996.299   613,580.776   MT  0.99975874   +0 55 01.2
 MG0864
 MG0864                          SUPERSEDED SURVEY CONTROL
 MG0864
 MG0864  NAD 83(1986)-  41 58 32.81558(N)    091 37 44.68796(W) AD(       ) 4
 MG0864  NAD 27      -  41 58 32.81900(N)    091 37 44.02800(W) AD(       ) 3
 MG0864
 MG0864.Superseded values are not recommended for survey control.
 MG0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0864.See file dsdata.txt to determine how the superseded data were derived.
 MG0864
 MG0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1358147996(NAD 83)
 MG0864_MARKER: 53 = ELEVATED TANK
 MG0864
 MG0864  HISTORY     - Date     Condition        Report By
 MG0864  HISTORY     - 1934     FIRST OBSERVED   CGS
 MG0864  HISTORY     - 1960     GOOD             CGS
 MG0864  HISTORY     - 1966     GOOD             CGS
 MG0864  HISTORY     - 1968     GOOD             LOCSUR
 MG0864
 MG0864                          STATION DESCRIPTION
 MG0864
 MG0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0864'STATION IS THE CENTER OF THE CEDAR RAPIDS MUNICIPAL WATER
 MG0864'TANK.  IT IS A TALL, SILVER, STEEL TANK WITH A BALL ON TOP.
 MG0864'IT IS ABOUT 125 FEET HIGH AND IS VERY PROMINENT.
 MG0864'
 MG0864'THE TANK IS IN THE SOUTHEASTERN PART OF THE TOWN, ABOUT
 MG0864'1/2 BLOCK S OF MOUNT VERNON ROAD, AND ABOUT MIDWAY BETWEEN
 MG0864'MEMORIAL DRIVE AND 26TH STREET, SE.
 MG0864
 MG0864                          STATION RECOVERY (1960)
 MG0864
 MG0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 MG0864'THE TANK WAS RECOVERED IN GOOD CONDITION AND THE PUBLISHED
 MG0864'DESCRIPTION IS ADEQUATE.
 MG0864
 MG0864                          STATION RECOVERY (1966)
 MG0864
 MG0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RHR)
 MG0864'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 MG0864'GOOD CONDITION.
 MG0864
 MG0864                          STATION RECOVERY (1968)
 MG0864
 MG0864'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968 (AS)
 MG0864'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0870 ***********************************************************************
 MG0870  DESIGNATION -  CEDAR RAPIDS QUAKER OATS CO TK
 MG0870  PID         -  MG0870
 MG0870  STATE/COUNTY-  IA/LINN
 MG0870  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0870
 MG0870                         *CURRENT SURVEY CONTROL
 MG0870  ___________________________________________________________________
 MG0870* NAD 83(1996)-  41 59 02.41869(N)    091 40 16.84751(W)     ADJUSTED  
 MG0870* NAVD 88     -                                                        
 MG0870  ___________________________________________________________________
 MG0870  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 MG0870  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 MG0870
 MG0870  HORZ ORDER  -  THIRD
 MG0870
 MG0870.The horizontal coordinates were established by classical geodetic methods
 MG0870.and adjusted by the National Geodetic Survey in May 1999..
 MG0870
 MG0870
 MG0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0870
 MG0870.The geoid height was determined by GEOID03.
 MG0870
 MG0870;                    North         East     Units Scale Factor Converg.
 MG0870;SPC IA N     - 1,055,400.770 1,651,533.879   MT  1.00001603   +1 14 21.7
 MG0870;UTM  15      - 4,648,854.079   610,064.528   MT  0.99974906   +0 53 19.9
 MG0870
 MG0870                          SUPERSEDED SURVEY CONTROL
 MG0870
 MG0870  NAD 83(1986)-  41 59 02.41687(N)    091 40 16.85709(W) AD(       ) 4
 MG0870  NAD 27      -  41 59 02.41900(N)    091 40 16.20200(W) AD(       ) 3
 MG0870
 MG0870.Superseded values are not recommended for survey control.
 MG0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0870.See file dsdata.txt to determine how the superseded data were derived.
 MG0870
 MG0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1006548854(NAD 83)
 MG0870_MARKER: 53 = ELEVATED TANK
 MG0870
 MG0870  HISTORY     - Date     Condition        Report By
 MG0870  HISTORY     - 1934     FIRST OBSERVED   CGS
 MG0870  HISTORY     - 1957     GOOD             CGS
 MG0870  HISTORY     - 1966     GOOD             CGS
 MG0870  HISTORY     - 1968     GOOD             LOCSUR
 MG0870  HISTORY     - 1987     GOOD             USPSQD
 MG0870
 MG0870                          STATION DESCRIPTION
 MG0870
 MG0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0870'STATION IS THE CENTER OF THE SMALL WHITE, STEEL WATER TANK
 MG0870'ON TOP OF THE MOST NORTHERLY BUILDING OF THE QUAKER OATS
 MG0870'COMPANY.  THE LEGS OF THE TANK ARE ABOUT 10 FEET HIGH.  THE
 MG0870'TANK HAS A SMALL RAILING AROUND THE CENTER AT THE TOP, IT
 MG0870'IS NEAR THE SE BANK OF THE CEDAR RIVER AND IS JUST S OF
 MG0870'THE CHICAGO AND NORTHWESTERN RAILROAD BRIDGE.  THE TOP OF
 MG0870'THE TANK IS ABOUT 175 FEET ABOVE THE GROUND AND IS QUITE
 MG0870'PROMINENT.
 MG0870
 MG0870                          STATION RECOVERY (1957)
 MG0870
 MG0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 MG0870'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MG0870
 MG0870                          STATION RECOVERY (1966)
 MG0870
 MG0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RHR)
 MG0870'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 MG0870'GOOD CONDITION.
 MG0870
 MG0870                          STATION RECOVERY (1968)
 MG0870
 MG0870'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968 (AS)
 MG0870'STATION RECOVERED AS DESCRIBED.
 MG0870
 MG0870                          STATION RECOVERY (1987)
 MG0870
 MG0870'RECOVERY NOTE BY US POWER SQUADRON 1987 (SK)
 MG0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0897 ***********************************************************************
 MG0897  DESIGNATION -  CELLMAN 2
 MG0897  PID         -  MG0897
 MG0897  STATE/COUNTY-  IA/JOHNSON
 MG0897  USGS QUAD   -  OXFORD (1973)
 MG0897
 MG0897                         *CURRENT SURVEY CONTROL
 MG0897  ___________________________________________________________________
 MG0897* NAD 83(1996)-  41 39 33.33422(N)    091 48 13.36041(W)     ADJUSTED  
 MG0897* NAVD 88     -       253.4    (meters)     831.     (feet)  VERTCON   
 MG0897  ___________________________________________________________________
 MG0897  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 MG0897  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 MG0897
 MG0897  HORZ ORDER  -  FIRST
 MG0897
 MG0897.The horizontal coordinates were established by classical geodetic methods
 MG0897.and adjusted by the National Geodetic Survey in May 1999..
 MG0897
 MG0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0897
 MG0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0897
 MG0897.The geoid height was determined by GEOID03.
 MG0897
 MG0897;                    North         East     Units Scale Factor Converg.
 MG0897;SPC IA S     -   185,640.087   641,274.338   MT  0.99998033   +1 07 02.4
 MG0897;UTM  15      - 4,612,636.531   599,601.431   MT  0.99972208   +0 47 42.9
 MG0897
 MG0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0897!SPC IA S     -   0.99996535  x   0.99998033  =   0.99994568
 MG0897!UTM  15      -   0.99996535  x   0.99972208  =   0.99968744
 MG0897
 MG0897|---------------------------------------------------------------------|
 MG0897| PID    Reference Object                     Distance      Geod. Az  |
 MG0897|                                                           dddmmss.s |
 MG0897| MG0896 CELLMAN 2 RM A                       28.353 METERS 02706     |
 MG0897| CL9036 CELLMAN 2 RM 3                       28.552 METERS 20050     |
 MG0897| CL9037 CELLMAN 2 RM 4                       27.657 METERS 33758     |
 MG0897| CL9035 CELLMAN 2 AZ MK                                    3573255.3 |
 MG0897|---------------------------------------------------------------------|
 MG0897
 MG0897                          SUPERSEDED SURVEY CONTROL
 MG0897
 MG0897  NAD 83(1986)-  41 39 33.33647(N)    091 48 13.36853(W) AD(       ) 1
 MG0897  NAD 27      -  41 39 33.29112(N)    091 48 12.74662(W) AD(       ) 1
 MG0897  NGVD 29 (07/19/86)  253.4    (m)          831.     (f) VERT ANG       
 MG0897
 MG0897.Superseded values are not recommended for survey control.
 MG0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0897.See file dsdata.txt to determine how the superseded data were derived.
 MG0897
 MG0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG9960112637(NAD 83)
 MG0897_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MG0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0897_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MG0897
 MG0897  HISTORY     - Date     Condition        Report By
 MG0897  HISTORY     - 1969     MONUMENTED       CGS
 MG0897
 MG0897                          STATION DESCRIPTION
 MG0897
 MG0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0897'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF
 MG0897'OXFORD, 1.95 MILES SOUTH OF INTERSTATE HIGHWAY 80, IN THE
 MG0897'SOUTHEAST CORNER OF SW 1/4 SEC.8, T 79N, R 8 W AND ON PROPERTY
 MG0897'OWNED BY MR. JOHN CELLMAN.
 MG0897'
 MG0897'TO REACH FROM THE UNDERPASS AT THE OXFORD EXIT OF INTERSTATE
 MG0897'HIGHWAY 80 ABOUT 3 MILES SOUTH OF OXFORD, GO SOUTH ON PAVED
 MG0897'ROAD FOR 1.25 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 MG0897'SOUTH ON PAVED ROAD FOR 1.25 MILES TO THE AZIMUTH MARK ON
 MG0897'THE RIGHT.  CONTINUE SOUTH ON PAVED ROAD FOR 0.8 MILE TO A
 MG0897'CROSSROAD AND A GATE IN THE NORTHEAST ANGLE.  TURN LEFT THROUGH
 MG0897'GATE THENCE LEFT AND GO NORTH ALONG THE EAST SIDE OF FENCE FOR
 MG0897'0.1 MILE TO THE STATION.
 MG0897'
 MG0897'THE STATION MARK IS A STANDARD DISK STAMPED, CELLMAN 2 1969,
 MG0897'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 20 INCHES
 MG0897'BELOW THE GROUND SURFACE.  IT IS 86 FEET EAST OF THE CENTER OF
 MG0897'THE PAVED ROAD, 86 FEET NORTH OF A FENCE, 36 FEET EAST OF A
 MG0897'TELEPHONE POLE AND 34.5 FEET EAST OF A METAL WITNESS POST WITH
 MG0897'SIGN ATTACHED IN THE EAST RIGHT OF WAY FENCE.
 MG0897'
 MG0897'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, CELLMAN 2 NO 3
 MG0897'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 MG0897'WHICH IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 91.5 FEET
 MG0897'SOUTH OF THE METAL WITNESS POST, 87 FEET NORTH OF A TELEPHONE
 MG0897'POLE, 52 FEET EAST OF THE CENTER OF THE PAVED ROAD AND 0.7 FOOT
 MG0897'EAST OF THE EAST RIGHT OF WAY FENCE.
 MG0897'
 MG0897'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, CELLMAN 2 NO 4
 MG0897'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 MG0897'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 80 FEET NORTH OF
 MG0897'THE METAL WITNESS POST, 51.5 FEET EAST OF THE CENTER OF THE
 MG0897'PAVED ROAD, 2.8 FEET SOUTH OF A FENCE AND 0.7 FOOT EAST OF THE
 MG0897'EAST RIGHT OF WAY FENCE.
 MG0897'
 MG0897'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, CELLMAN 2 1969,
 MG0897'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MG0897'PROJECTS 4 INCHES.  IT IS 51 FEET WEST OF THE CENTER OF THE
 MG0897'PAVED ROAD, 2.5 FEET SOUTH OF A POWER POLE, 2 FEET NORTH OF A
 MG0897'METAL WITNESS POST WITH SIGN ATTACHED AND 1.1 FOOT EAST OF THE
 MG0897'WEST RIGHT OF WAY FENCE.
 MG0897'
 MG0897'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 MG0897'
 MG0897'THERE WAS NO MEASUREMENT MADE BETWEEN THE REFERENCE MARKS
 MG0897'DUE TO FENCE AND A HILL.
 MG0897'
 MG0897'HEIGHT OF LIGHT ABOVE STATION MARK 30.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0896 ***********************************************************************
 MG0896  DESIGNATION -  CELLMAN 2 RM A
 MG0896  PID         -  MG0896
 MG0896  STATE/COUNTY-  IA/JOHNSON
 MG0896  USGS QUAD   -  OXFORD (1973)
 MG0896
 MG0896                         *CURRENT SURVEY CONTROL
 MG0896  ___________________________________________________________________
 MG0896* NAD 83(1996)-  41 39 34.15233(N)    091 48 12.80212(W)     ADJUSTED  
 MG0896* NAVD 88     -       252.8    (meters)     829.     (feet)  VERTCON   
 MG0896  ___________________________________________________________________
 MG0896  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 MG0896  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 MG0896
 MG0896  HORZ ORDER  -  FIRST
 MG0896
 MG0896.The horizontal coordinates were established by classical geodetic methods
 MG0896.and adjusted by the National Geodetic Survey in May 1999..
 MG0896
 MG0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0896
 MG0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0896
 MG0896.The geoid height was determined by GEOID03.
 MG0896
 MG0896;                    North         East     Units Scale Factor Converg.
 MG0896;SPC IA S     -   185,665.574   641,286.760   MT  0.99998036   +1 07 02.8
 MG0896;UTM  15      - 4,612,661.941   599,613.992   MT  0.99972211   +0 47 43.2
 MG0896
 MG0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0896!SPC IA S     -   0.99996545  x   0.99998036  =   0.99994581
 MG0896!UTM  15      -   0.99996545  x   0.99972211  =   0.99968756
 MG0896
 MG0896:                Primary Azimuth Mark                     Grid Az
 MG0896:SPC IA S     -  IOWA CITY U HTS MUN TANK                 090 47 06.4
 MG0896:UTM  15      -  IOWA CITY U HTS MUN TANK                 091 06 26.0
 MG0896
 MG0896|---------------------------------------------------------------------|
 MG0896| PID    Reference Object                     Distance      Geod. Az  |
 MG0896|                                                           dddmmss.s |
 MG0896| MG0883 IOWA CITY U HTS MUN TANK            APPROX.20.6 KM 0915409.2 |
 MG0896| MG0884 AVIATION RM 4                       APPROX.17.3 KM 0993951.1 |
 MG0896| MG0897 CELLMAN 2                            28.353 METERS 20706     |
 MG0896| MG0904 HOMESTEAD ATT MWV KAA 88            APPROX.11.8 KM 3422747.5 |
 MG0896|---------------------------------------------------------------------|
 MG0896
 MG0896                          SUPERSEDED SURVEY CONTROL
 MG0896
 MG0896  NAD 83(1986)-  41 39 34.15476(N)    091 48 12.81012(W) AD(       ) 1
 MG0896  NAD 27      -  41 39 34.10922(N)    091 48 12.18832(W) AD(       ) 1
 MG0896  NGVD 29 (07/19/86)  252.8    (m)          829.     (f) VERT ANG       
 MG0896
 MG0896.Superseded values are not recommended for survey control.
 MG0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0896.See file dsdata.txt to determine how the superseded data were derived.
 MG0896
 MG0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG9961412662(NAD 83)
 MG0896_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MG0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0896+STABILITY: SURFACE MOTION
 MG0896
 MG0896  HISTORY     - Date     Condition        Report By
 MG0896  HISTORY     - 1969     MONUMENTED       CGS
 MG0896
 MG0896                          STATION DESCRIPTION
 MG0896
 MG0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0896'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF
 MG0896'OXFORD, 1.95 MILES SOUTH OF INTERSTATE HIGHWAY 80, IN THE
 MG0896'SOUTHEAST CORNER OF THE SOUTHWEST 1/4 SECTION OF SECTION 8,
 MG0896'T79N, R8W AND ON THE PROPERTY OF MR. JOHN CELLMAN.
 MG0896'
 MG0896'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK
 MG0896'STAMPED CELLMAN 2 RM A 1969, SET IN THE TOP OF A ROUND CONCRETE
 MG0896'MONUMENT THAT IS 14 INCHES IN DIAMETER AND IS 12 INCHES BELOW THE
 MG0896'GROUND SURFACE.  IT IS 108 FEET NORTHEAST OF A METAL WITNESS POST
 MG0896'WITH SIGN ATTACHED, 77 FEET EAST OF A NORTH-SOUTH FENCE AND
 MG0896'3 FEET SOUTH OF AN EAST-WEST FENCE.  NOTE--1B7A
 MG0896'
 MG0896'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CELLMAN
 MG0896'2 1969 AND THE DISTANCE REDUCED TO SEA LEVEL IS NOTED BELOW.
 MG0896'
 MG0896'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR CELLMAN
 MG0896'2 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0816 ***********************************************************************
 NJ0816  DESIGNATION -  CENTENARY RESET
 NJ0816  PID         -  NJ0816
 NJ0816  STATE/COUNTY-  IA/FAYETTE
 NJ0816  USGS QUAD   -  STANLEY (1981)
 NJ0816
 NJ0816                         *CURRENT SURVEY CONTROL
 NJ0816  ___________________________________________________________________
 NJ0816* NAD 83(1996)-  42 44 43.01674(N)    091 48 17.23215(W)     ADJUSTED  
 NJ0816* NAVD 88     -       388.0    (meters)    1273.     (feet)  VERTCON   
 NJ0816  ___________________________________________________________________
 NJ0816  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 NJ0816  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 NJ0816
 NJ0816  HORZ ORDER  -  FIRST
 NJ0816
 NJ0816.The horizontal coordinates were established by classical geodetic methods
 NJ0816.and adjusted by the National Geodetic Survey in May 1999..
 NJ0816
 NJ0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0816
 NJ0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0816
 NJ0816.The geoid height was determined by GEOID03.
 NJ0816
 NJ0816;                    North         East     Units Scale Factor Converg.
 NJ0816;SPC IA N     - 1,139,713.438 1,638,782.191   MT  0.99994628   +1 08 56.1
 NJ0816;UTM  15      - 4,733,222.047   597,821.884   MT  0.99971773   +0 48 40.7
 NJ0816
 NJ0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0816!SPC IA N     -   0.99994396  x   0.99994628  =   0.99989024
 NJ0816!UTM  15      -   0.99994396  x   0.99971773  =   0.99966170
 NJ0816
 NJ0816:                Primary Azimuth Mark                     Grid Az
 NJ0816:SPC IA N     -  CENTENARY AZ MK                          005 00 02.7
 NJ0816:UTM  15      -  CENTENARY AZ MK                          005 20 18.1
 NJ0816
 NJ0816|---------------------------------------------------------------------|
 NJ0816| PID    Reference Object                     Distance      Geod. Az  |
 NJ0816|                                                           dddmmss.s |
 NJ0816| CI5235 CENTENARY AZ MK                                    0060858.8 |
 NJ0816| NJ0841 CENTENARY AZ MK 2                   APPROX. 0.6 KM 0062210.2 |
 NJ0816| NJ0809 ARLINGTON METH EPIS CH SPIRE        APPROX.11.0 KM 0883313.4 |
 NJ0816| CI5236 CENTENARY RM 1                       25.466 METERS 14916     |
 NJ0816| CI5238 CENTENARY RM 3                       32.684 METERS 14917     |
 NJ0816| CI5237 CENTENARY RM 2                       26.030 METERS 21638     |
 NJ0816| CI5239 CENTENARY RM 4                       34.043 METERS 21639     |
 NJ0816| NJ0845 MAYNARD MUNICIPAL TANK              APPROX. 6.9 KM 2961527.9 |
 NJ0816|---------------------------------------------------------------------|
 NJ0816
 NJ0816                          SUPERSEDED SURVEY CONTROL
 NJ0816
 NJ0816  NAD 83(1996)-  42 44 43.01645(N)    091 48 17.23155(W) AD(       ) 1
 NJ0816  NAD 83(1986)-  42 44 43.00690(N)    091 48 17.23234(W) AD(       ) 1
 NJ0816  NAD 27      -  42 44 43.07020(N)    091 48 16.64020(W) AD(       ) 1
 NJ0816  NGVD 29 (07/19/86)  388.0    (m)         1273.     (f) VERT ANG       
 NJ0816
 NJ0816.Superseded values are not recommended for survey control.
 NJ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0816.See file dsdata.txt to determine how the superseded data were derived.
 NJ0816
 NJ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9782233222(NAD 83)
 NJ0816_MARKER: DS = TRIANGULATION STATION DISK
 NJ0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0816_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0816
 NJ0816  HISTORY     - Date     Condition        Report By
 NJ0816  HISTORY     - 1935     MONUMENTED       CGS
 NJ0816  HISTORY     - 1953     GOOD             IA-065
 NJ0816  HISTORY     - 1960     GOOD             CGS
 NJ0816  HISTORY     - 1978     GOOD             NGS
 NJ0816
 NJ0816                          STATION DESCRIPTION
 NJ0816
 NJ0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0816'THIS STATION IS ABOUT 7 MILES NE OF OELWEIN, ABOUT 7 MILES
 NJ0816'W OF ARLINGTON, AND ABOUT 4-1/2 MILES SE OF MAYNARD, IN
 NJ0816'THE SE 1/4 SEC. 29, T 92 N, R 8 W, IN THE SW CORNER OF THE
 NJ0816'CENTENARY UNION CHURCH GROUNDS.  THE MARK IS ON RANGE WITH THE
 NJ0816'S SIDE OF THE CHURCH AND 78 FEET W OF THE SW CORNER, 46
 NJ0816'FEET N OF CENTER LINE OF E-W GRADED DIRT ROAD.  THE MARK
 NJ0816'IS FLUSH.
 NJ0816'
 NJ0816'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 NJ0816'STANDARD BRONZE DISKS SET IN CONCRETE.
 NJ0816'
 NJ0816'REFERENCE MARK NO. 1 IS SSE OF THE STATION, IN RANGE WITH
 NJ0816'E SIDE OF A 2 STORY HOUSE, ABOUT 300 FEET S, 30 FEET S OF
 NJ0816'CENTER LINE OF E-W DIRT ROAD, 81 FEET SW OF SW CORNER OF
 NJ0816'CHURCH.  THE MARK IS FLUSH.  REFERENCE MARK NO. 2 IS SW OF THE
 NJ0816'STATION IN S LINE OF RIGHT-OF-WAY OF E-W DIRT ROAD, 60 FEET
 NJ0816'SSW OF SW CORNER OF CHURCH YARD.  THE MARK IS FLUSH.
 NJ0816'
 NJ0816'THE AZIMUTH MARK IS N OF THE STATION, 1 FOOT W OF E RIGHT-OF-WAY
 NJ0816'FENCE LINE OF N-S GRAVEL ROAD, ABOUT 150 FEET NE OF NE CORNER
 NJ0816'OF GROVE.  THE MARK IS FLUSH.
 NJ0816'
 NJ0816'LIGHTS 110 FEET ABOVE STATION MACHINE COME INTO VIEW 77 FEET
 NJ0816'ABOVE THIS STATION.
 NJ0816'
 NJ0816'LIGHTS 100 FEET ABOVE STATION SCHUG COME INTO VIEW 64 FEET
 NJ0816'ABOVE THIS STATION.
 NJ0816'
 NJ0816'LIGHTS 87 FEET ABOVE STATION KING COME INTO VIEW 50 FEET
 NJ0816'ABOVE THIS STATION.
 NJ0816'
 NJ0816'LIGHTS 87 FEET ABOVE STATION WESTGATE COME INTO VIEW 37 FEET
 NJ0816'ABOVE THIS STATION.
 NJ0816'
 NJ0816'TO REACH THE STATION FROM OELWEIN, GO E ON IOWA 10 FROM ITS
 NJ0816'INTERSECTION WITH IOWA 11 FOR 5.65 MILES TO CROSS ROAD, THENCE
 NJ0816'N ON GRAVEL FOR 3.9 MILES TO CROSS ROAD AND CHURCH IN NW
 NJ0816'ANGLE, THENCE W ABOUT 300 FEET TO STATION ON RIGHT.
 NJ0816
 NJ0816                          STATION RECOVERY (1953)
 NJ0816
 NJ0816'RECOVERY NOTE BY FAYETTE COUNTY IOWA 1953 (ADF)
 NJ0816'STATION RECOVERED IN GOOD CONDITION.  THE CHURCH HAS BEEN
 NJ0816'REMOVED.  REFERENCE MARKS 1 AND 2 WERE DESTROYED DUE TO ROAD
 NJ0816'CONSTRUCTION.  TWO NEW REFERENCE MARKS (3 AND 4) WERE SET.
 NJ0816'
 NJ0816'REFERENCE MARK 3 WAS SET ON LINE BETWEEN THE STATION MARK
 NJ0816'AND REFERENCE MARK 1, 23.700 FT. FURTHER FROM THE STATION.
 NJ0816'STAMPED CENTENARY NO 3 1935.
 NJ0816'
 NJ0816'REFERENCE MARK 4 WAS SET ON LINE BETWEEN THE STATION MARK
 NJ0816'AND REFERENCE MARK 2, 26.300 FT. FURTHER FROM THE STATION.
 NJ0816'STAMPED CENTENARY NO 4 1935.
 NJ0816'
 NJ0816'BOTH REFERENCE MARKS ARE ABOUT 45 FT. S OF THE CENTERLINE
 NJ0816'OF THE ROAD, AND SET IN CONCRETE POSTS.
 NJ0816'
 NJ0816'REFERENCE-MARK DISKS, STAMPED CENTENARY NO 1 1935 AND CENTENARY
 NJ0816'NO 2 1935 RECEIVED AT THIS OFFICE 11 JANUARY 1954.
 NJ0816
 NJ0816                          STATION RECOVERY (1960)
 NJ0816
 NJ0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NJ0816'STATION, REFERENCE MARKS NO. 3 AND 4 RECOVERED AND FOUND
 NJ0816'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.
 NJ0816'
 NJ0816'STATION IS 9 FEET WEST OF AN EXTENDED LINE FROM THE WEST
 NJ0816'SIDE OF A HOUSE ON THE SOUTH SIDE OF ROAD, 3.7 FEET NORTH
 NJ0816'OF THE NORTH RIGHT-OF-WAY FENCE, AND IS FLUSH WITH THE GROUND.
 NJ0816'
 NJ0816'TO REACH FROM THE POST OFFICE IN FAYETTE, GO SOUTH ON STATE
 NJ0816'HIGHWAY 150 FOR 4.8 MILES TO THE JUNCTION OF STATE HIGHWAYS
 NJ0816'150 AND 154.  CONTINUE SOUTH ON STATE HIGHWAY 154 FOR 1.0
 NJ0816'MILE TO FORK AND WHERE STATE HIGHWAY 154 TURNS LEFT.  CONTINUE
 NJ0816'SOUTH ON GRAVEL ROAD FOR 1.0 MILE TO CROSSROADS.  TURN RIGHT
 NJ0816'AND GO WEST FOR 68 PACES TO THE STATION ON RIGHT.
 NJ0816
 NJ0816                          STATION RECOVERY (1978)
 NJ0816
 NJ0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NJ0816'UNDERGROUND STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 NJ0816'RECOVERED.  SURFACE STATION MARK WAS FOUND LYING BURIED ON ITS
 NJ0816'SIDE.  AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND BELIEVED TO
 NJ0816'HAVE BEEN DESTROYED WHEN THE OLD GRAVELED ROAD WAS WIDENED AND
 NJ0816'PAVED.  A NEW AZIMUTH MARK AND A NEW SURFACE MARK WERE
 NJ0816'ESTABLISHED.  THE NEW SURFACE MARK WAS LEFT 14 INCHES BELOW THE
 NJ0816'SURFACE IN ORDER IT WOULD NOT INTERFERE WITH FARMING OPERATIONS.  THE
 NJ0816'DISK WAS SALVAGED FROM THE OLD SURFACE MONUMENT.  THE ANGLE BETWEEN
 NJ0816'THE REFERENCE MARKS WAS 2 SECONDS LARGER THAN 1935 DATA.  THE DISTANCE
 NJ0816'TO REFERENCE MARK 3 WAS 0.02 FOOT SHORTER THAN 1953 DATA AND THE
 NJ0816'DISTANCE TO REFERENCE MARK 4 WAS 0.01 FOOT SHORTER.  DISTANCE BETWEEN
 NJ0816'THE REFERENCE MARKS COULD NOT BE MEASURED DUE TO DENSE
 NJ0816'BRUSH.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 NJ0816'
 NJ0816'STATION IS ABOUT 7 MILES NORTHEAST OF OELWEIN, 7 MILES WEST OF
 NJ0816'ARLINGTON, 4-1/2 MILES SOUTHEAST OF MAYNARD, IN THE SE 1/4 SECTION 29,
 NJ0816'T 92 N, R 8 W, AND ON PROPERTY OWNED BY HOWARD SANDERS OF OMAHA,
 NJ0816'NEBRASKA AND FARMED BY DALE WILLIAMS, RURAL ROUTE 2, FAYETTE, IOWA.
 NJ0816'
 NJ0816'TO REACH FROM THE POST OFFICE IN MAYNARD, GO EAST ON STATE HIGHWAY
 NJ0816'150 FOR 3.9 MILES TO STATE HIGHWAY 154.  TURN RIGHT AND GO SOUTH ON
 NJ0816'HIGHWAY 154 FOR 1 MILE TO WHERE HIGHWAY 154 TURNS EAST AND JUNCTIONS
 NJ0816'WITH FAYETTE COUNTY ROAD W33.  CONTINUE SOUTH ON THE COUNTY ROAD FOR
 NJ0816'0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH FOR 0.4
 NJ0816'MILE TO A GRAVELED CROSSROAD AND THE STATION ON THE RIGHT.
 NJ0816'
 NJ0816'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---CENTENARY 1935
 NJ0816'1978---SET IN THE TOP OF AN 18-INCH ROUND CNCRETE POST THAT IS 14
 NJ0816'INCHES BELOW THE GROUND SURFACE.  IT IS 182.0 FEET WEST OF THE
 NJ0816'CENTERLINE OF FAYETTE COUNTY ROAD W33, 47.0 FEET NORTH OF THE
 NJ0816'CENTERLINE OF THE GRAVELED ROAD AND 6.5 FEET NORTHEAST OF A WITNESS
 NJ0816'POST.  UNDERGROUND MARK IS A STANDARD DISK, STAMPED---CENTENARY
 NJ0816'1935---SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE
 NJ0816'GROUND SURFACE.
 NJ0816'
 NJ0816'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---CENTENARY NO 3
 NJ0816'1935---SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS
 NJ0816'FLUSH.  IT IS 74.0 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 NJ0816'HOUSE, 45.0 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 9
 NJ0816'FEET WEST OF THE CENTERLINE OF A DRIVEWAY TO THE HOUSE.
 NJ0816'
 NJ0816'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---CENTENARY NO 4
 NJ0816'1935---SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS
 NJ0816'FLUSH.  IT IS 121.5 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 44.0
 NJ0816'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 1.8 FEET SOUTHEAST
 NJ0816'OF A WITNESS POST AND 1.0 FEET SOUTH OF A FENCE.
 NJ0816'
 NJ0816'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CENTENARY 1935 1978---SET
 NJ0816'IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 3
 NJ0816'INCHES.  IT IS 50.0 FEET EAST OF THE CENTERLINE OF FAYETTE COUNTY ROAD
 NJ0816'W33, 2.1 FEET SOUTH OF A POWERLINE POLE, 1.7 FEET NORTH OF A WITNESS
 NJ0816'POST, AND 1 FOOT WEST OF A NORTH/SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0616 ***********************************************************************
 OQ0616  DESIGNATION -  CENTER
 OQ0616  PID         -  OQ0616
 OQ0616  STATE/COUNTY-  IA/SIOUX
 OQ0616  USGS QUAD   -  LEBANON (1968)
 OQ0616
 OQ0616                         *CURRENT SURVEY CONTROL
 OQ0616  ___________________________________________________________________
 OQ0616* NAD 83(1996)-  43 05 02.33104(N)    096 18 15.52457(W)     ADJUSTED  
 OQ0616* NAVD 88     -       441.     (meters)    1447.     (feet)  SCALED    
 OQ0616  ___________________________________________________________________
 OQ0616  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 OQ0616  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OQ0616
 OQ0616  HORZ ORDER  -  SECOND
 OQ0616
 OQ0616.The horizontal coordinates were established by classical geodetic methods
 OQ0616.and adjusted by the National Geodetic Survey in May 1999..
 OQ0616
 OQ0616.The orthometric height was scaled from a topographic map.
 OQ0616
 OQ0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0616
 OQ0616.The geoid height was determined by GEOID03.
 OQ0616
 OQ0616;                    North         East     Units Scale Factor Converg.
 OQ0616;SPC IA N     - 1,179,733.668 1,271,693.657   MT  0.99997173   -1 54 02.2
 OQ0616;UTM  14      - 4,773,668.066   719,427.114   MT  1.00019235   +1 50 31.5
 OQ0616
 OQ0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0616!SPC IA N     -   0.99993493  x   0.99997173  =   0.99990666
 OQ0616!UTM  14      -   0.99993493  x   1.00019235  =   1.00012727
 OQ0616
 OQ0616|---------------------------------------------------------------------|
 OQ0616| PID    Reference Object                     Distance      Geod. Az  |
 OQ0616|                                                           dddmmss.s |
 OQ0616| CO2829 CENTER RM 1                          50.426 METERS 05803     |
 OQ0616| CO2828 CENTER AZ MK                                       0895455.5 |
 OQ0616| OQ0607 SIOUX CENTER MUNICIPAL TANK         APPROX.10.4 KM 0920938.6 |
 OQ0616| OQ0609 SIOUX CENTER FIRST REFORMED CH      APPROX.10.5 KM 0954522.7 |
 OQ0616| CO2830 CENTER RM 2                          55.592 METERS 16111     |
 OQ0616| NM1649 IRETON MUNICIPAL TANK               APPROX.12.4 KM 1850733.0 |
 OQ0616|---------------------------------------------------------------------|
 OQ0616
 OQ0616                          SUPERSEDED SURVEY CONTROL
 OQ0616
 OQ0616  NAD 83(1996)-  43 05 02.33104(N)    096 18 15.52457(W) AD(       ) 2
 OQ0616  NAD 83(1996)-  43 05 02.33088(N)    096 18 15.52358(W) AD(       ) 2
 OQ0616  NAD 83(1996)-  43 05 02.33057(N)    096 18 15.52061(W) AD(       ) 2
 OQ0616  NAD 83(1986)-  43 05 02.33316(N)    096 18 15.51525(W) AD(       ) 2
 OQ0616  NAD 27      -  43 05 02.38000(N)    096 18 14.43600(W) AD(       ) 2
 OQ0616
 OQ0616.Superseded values are not recommended for survey control.
 OQ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0616.See file dsdata.txt to determine how the superseded data were derived.
 OQ0616
 OQ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1942773668(NAD 83)
 OQ0616_MARKER: DS = TRIANGULATION STATION DISK
 OQ0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0616
 OQ0616  HISTORY     - Date     Condition        Report By
 OQ0616  HISTORY     - 1949     MONUMENTED       CGS
 OQ0616
 OQ0616                          STATION DESCRIPTION
 OQ0616
 OQ0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0616'THE STATION IS LOCATED ABOUT 6.5 MILES WEST OF SIOUX CENTER, ALONG
 OQ0616'THE SOUTH SIDE OF ROAD.  IT IS 58 FEET SOUTH OF THE CENTERLINE OF
 OQ0616'THE ROAD, 30 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 22 FEET
 OQ0616'SOUTH OF RIGHT-OF-WAY FENCE AND 1 FOOT EAST OF A WITNESS POST.
 OQ0616'THE MARK IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND AND
 OQ0616'THE DISK IS STAMPED CENTER 1949.
 OQ0616'
 OQ0616'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTERLINE OF THE
 OQ0616'ROAD, 1.5 FEET WEST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF THE
 OQ0616'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 OQ0616'STAMPED CENTER NO 1 1949.
 OQ0616'
 OQ0616'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF THE NORTHWEST CORNER OF A
 OQ0616'CORN CRIB.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 OQ0616'AND THE DISK IS STAMPED CENTER NO 2 1949.
 OQ0616'
 OQ0616'AZIMUTH MARK IS ABOUT 0.75 MILE EAST OF THE STATION, 38 FEET
 OQ0616'SOUTH OF THE CENTERLINE OF THE ROAD, 8 FEET SOUTH OF A FENCE
 OQ0616'CORNER AND 1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS 4 INCHES
 OQ0616'AND THE DISK IS STAMPED CENTER 1949.
 OQ0616'
 OQ0616'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 231 AND 10, 2.0
 OQ0616'MILES NORTH OF IRETON, GO NORTH ON GRAVELED ROAD FOR 6.05 MILES
 OQ0616'TO CROSSROADS, TURN RIGHT (EAST) FOR 0.45 MILE TO A RED CORN
 OQ0616'CRIB ON THE RIGHT AND THE STATION AS DESCRIBED.
 OQ0616'
 OQ0616'TO REACH THE AZIMUTH FROM THE STATION, GO EAST 0.75 MILE TO THE
 OQ0616'MARK ON THE RIGHT NEAR THE NORTHWEST CORNER OF A GROVE OF TREES.
 OQ0616'
 OQ0616'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0848 ***********************************************************************
 ON0848  DESIGNATION -  CENTER
 ON0848  PID         -  ON0848
 ON0848  STATE/COUNTY-  IA/ALLAMAKEE
 ON0848  USGS QUAD   -  CHURCH (1976)
 ON0848
 ON0848                         *CURRENT SURVEY CONTROL
 ON0848  ___________________________________________________________________
 ON0848* NAD 83(1996)-  43 15 41.79964(N)    091 21 14.13461(W)     ADJUSTED  
 ON0848* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 ON0848  ___________________________________________________________________
 ON0848  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 ON0848  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 ON0848
 ON0848  HORZ ORDER  -  THIRD
 ON0848
 ON0848.The horizontal coordinates were established by classical geodetic methods
 ON0848.and adjusted by the National Geodetic Survey in May 1999..
 ON0848
 ON0848.The orthometric height was scaled from a topographic map.
 ON0848
 ON0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0848
 ON0848.The geoid height was determined by GEOID03.
 ON0848
 ON0848;                    North         East     Units Scale Factor Converg.
 ON0848;SPC IA N     - 1,197,891.949 1,674,229.806   MT  0.99999908   +1 27 16.2
 ON0848;UTM  15      - 4,791,182.336   633,599.281   MT  0.99981956   +1 07 41.8
 ON0848
 ON0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0848!SPC IA N     -   0.99994544  x   0.99999908  =   0.99994452
 ON0848!UTM  15      -   0.99994544  x   0.99981956  =   0.99976501
 ON0848
 ON0848|---------------------------------------------------------------------|
 ON0848| PID    Reference Object                     Distance      Geod. Az  |
 ON0848|                                                           dddmmss.s |
 ON0848| CI5241 CENTER RM 1                          10.800 METERS 00320     |
 ON0848| ON0846 CHURCH LANSING RIDGE CH SPIRE       APPROX.10.2 KM 0064536.6 |
 ON0848| ON0843 PAINT CREEK LUTHERAN CH SPIRE       APPROX. 6.8 KM 0872009.7 |
 ON0848| ON0845 WEST PAINT CREEK LUTH CH SPIRE      443.895 METERS 2575232.4 |
 ON0848| CI5242 CENTER RM 2                          15.948 METERS 28609     |
 ON0848| CI5240 CENTER AZ MK                                       3591244.1 |
 ON0848|---------------------------------------------------------------------|
 ON0848
 ON0848                          SUPERSEDED SURVEY CONTROL
 ON0848
 ON0848  NAD 83(1996)-  43 15 41.79963(N)    091 21 14.13458(W) AD(       ) 3
 ON0848  NAD 83(1996)-  43 15 41.79268(N)    091 21 14.13423(W) AD(       ) 3
 ON0848  NAD 83(1986)-  43 15 41.79167(N)    091 21 14.13457(W) AD(       ) 3
 ON0848  NAD 27      -  43 15 41.87130(N)    091 21 13.65830(W) AD(       ) 3
 ON0848
 ON0848.Superseded values are not recommended for survey control.
 ON0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0848.See file dsdata.txt to determine how the superseded data were derived.
 ON0848
 ON0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH3359991182(NAD 83)
 ON0848_MARKER: DS = TRIANGULATION STATION DISK
 ON0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0848
 ON0848  HISTORY     - Date     Condition        Report By
 ON0848  HISTORY     - 1961     MONUMENTED       CGS
 ON0848
 ON0848                          STATION DESCRIPTION
 ON0848
 ON0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0848'THE STATION IS ABOUT 6-1/2 MILES EAST OF WAUKON, ABOUT 4-1/2
 ON0848'MILES NORTHWEST OF WATERVILLE, IN CENTER TOWNSHIP, IN THE
 ON0848'SOUTHEAST 1/4 OF SEC. 31, T. 98 N., R. 4 W. AND ON ROAD
 ON0848'RIGHT-OF-WAY.  IT IS 46 FEET WEST OF A TELEPHONE POLE, 45 FEET NORTH
 ON0848'OF THE CENTERLINE OF A PAVED ROAD, 41 FEET NORTHEAST OF THE
 ON0848'INTERSECTION OF A T-ROAD, 24 FEET EAST OF THE CENTERLINE OF A
 ON0848'GRAVELED ROAD, 4 FEET NORTHWEST OF A FENCE CORNER, 3 FEET
 ON0848'NORTHWEST OF A WITNESS POST AND 2 FEET WEST OF A WIRE FENCE.
 ON0848'THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 ON0848'CENTER 1961.
 ON0848'
 ON0848'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 13 AND
 ON0848'EAST MAIN STREET IN WAUKON, GO EAST ON EAST MAIN STREET AND
 ON0848'A PAVED ROAD FOR 2.45 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 ON0848'EAST AND NORTHEAST ON THE PAVED ROAD FOR 1.95 MILES TO A SIDE
 ON0848'ROAD RIGHT.  CONTINUE EAST ON THE PAVED ROAD FOR 1.8 MILES
 ON0848'TO A SIDE ROAD RIGHT AND A CHURCH.  CONTINUE EAST ON THE PAVED
 ON0848'ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT AND THE STATION IN THE
 ON0848'NORTHEAST ANGLE OF THE INTERSECTION.
 ON0848'
 ON0848'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 ON0848'GRAVELED ROAD FOR 0.6 MILE TO A DRIVEWAY LEFT AND THE MARK IN
 ON0848'THE NORTHWEST ANGLE OF THE INTERSECTION.
 ON0848'
 ON0848'REFERENCE MARK 1 IS 25 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 ON0848'ROAD, 3 FEET WEST OF A POWER POLE AND 1 FOOT WEST OF A WIRE
 ON0848'FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 ON0848'CENTER NO 1 1961.
 ON0848'
 ON0848'REFERENCE MARK 2 IS 27 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 ON0848'ROAD, 26 FEET NORTH OF A FENCE CORNER AND 2 FEET EAST OF A
 ON0848'WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 ON0848'STAMPED CENTER NO 2 1961.
 ON0848'
 ON0848'THE AZIMUTH MARK IS 42 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 ON0848'ROAD, 33 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 10 FEET
 ON0848'WEST OF A FENCE CORNER, 2 FEET SOUTH OF A WIRE FENCE AND 2 FEET
 ON0848'SOUTHWEST OF A WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 ON0848'AND THE DISK IS STAMPED CENTER 1961.
 ON0848'
 ON0848'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0170 ***********************************************************************
 LE0170  DESIGNATION -  CENTERVILLE
 LE0170  PID         -  LE0170
 LE0170  STATE/COUNTY-  IA/APPANOOSE
 LE0170  USGS QUAD   -  CENTERVILLE EAST (1979)
 LE0170
 LE0170                         *CURRENT SURVEY CONTROL
 LE0170  ___________________________________________________________________
 LE0170* NAD 83(1986)-  40 44 02.     (N)    092 52 27.     (W)     SCALED    
 LE0170* NAVD 88     -       307.579  (meters)    1009.12   (feet)  ADJUSTED  
 LE0170  ___________________________________________________________________
 LE0170  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LE0170  DYNAMIC HT  -         307.429 (meters)    1008.62  (feet)  COMP
 LE0170  MODELED GRAV-     980,130.2   (mgal)                       NAVD 88
 LE0170
 LE0170  VERT ORDER  -  SECOND    CLASS 0
 LE0170
 LE0170.The horizontal coordinates were scaled from a topographic map and have
 LE0170.an estimated accuracy of +/- 6 seconds.
 LE0170
 LE0170.The orthometric height was determined by differential leveling
 LE0170.and adjusted by the National Geodetic Survey in June 1991..
 LE0170
 LE0170.The geoid height was determined by GEOID03.
 LE0170
 LE0170.The dynamic height is computed by dividing the NAVD 88
 LE0170.geopotential number by the normal gravity value computed on the
 LE0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0170.degrees latitude (g = 980.6199 gals.).
 LE0170
 LE0170.The modeled gravity was interpolated from observed gravity values.
 LE0170
 LE0170;                    North         East    Units  Estimated Accuracy
 LE0170;SPC IA S     -    81,690.      552,860.      MT  (+/- 180 meters Scaled)
 LE0170
 LE0170                          SUPERSEDED SURVEY CONTROL
 LE0170
 LE0170  NGVD 29 (??/??/92)  307.511  (m)         1008.89   (f) ADJ UNCH    2 0
 LE0170
 LE0170.Superseded values are not recommended for survey control.
 LE0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0170.See file dsdata.txt to determine how the superseded data were derived.
 LE0170
 LE0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF106092(NAD 83)
 LE0170_MARKER: DB = BENCH MARK DISK
 LE0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0170_STAMPING: CENTERVILLE 1934
 LE0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0170+STABILITY: SURFACE MOTION
 LE0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0170+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2002
 LE0170
 LE0170  HISTORY     - Date     Condition        Report By
 LE0170  HISTORY     - 1934     MONUMENTED       CGS
 LE0170  HISTORY     - 20021004 GOOD             NGS
 LE0170
 LE0170                          STATION DESCRIPTION
 LE0170
 LE0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LE0170'AT CENTERVILLE.
 LE0170'AT CENTERVILLE, APPANOOSE COUNTY, AT THE COUNTY COURTHOUSE, AT A
 LE0170'GRASS PLOT, 30 FEET EAST OF THE FRONT (SOUTH) ENTRANCE, 7 FEET
 LE0170'EAST OF THE PROJECTION ON THE EAST SIDE OF THE ENTRANCE, AND 3
 LE0170'FEET NORTHWEST OF THE SIDEWALK.  A STANDARD DISK, STAMPED
 LE0170'CENTERVILLE 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LE0170'3 INCHES ABOVE GROUND.
 LE0170
 LE0170                          STATION RECOVERY (2002)
 LE0170
 LE0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 LE0170'DISK NOW STAMPED 'CENTERVILLE 1934 1009.'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1160 ***********************************************************************
 OO1160  DESIGNATION -  CERRO GORDO CO FARM WATER TANK
 OO1160  PID         -  OO1160
 OO1160  STATE/COUNTY-  IA/CERRO GORDO
 OO1160  USGS QUAD   -  CLEAR LAKE EAST (1972)
 OO1160
 OO1160                         *CURRENT SURVEY CONTROL
 OO1160  ___________________________________________________________________
 OO1160* NAD 83(1996)-  43 08 44.31715(N)    093 17 14.00324(W)     ADJUSTED  
 OO1160* NAVD 88     -                                                        
 OO1160  ___________________________________________________________________
 OO1160  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 OO1160  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 OO1160
 OO1160  HORZ ORDER  -  THIRD
 OO1160
 OO1160.The horizontal coordinates were established by classical geodetic methods
 OO1160.and adjusted by the National Geodetic Survey in May 1999..
 OO1160
 OO1160
 OO1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1160
 OO1160.The geoid height was determined by GEOID03.
 OO1160
 OO1160;                    North         East     Units Scale Factor Converg.
 OO1160;SPC IA N     - 1,182,818.692 1,517,308.635   MT  0.99998013   +0 08 39.2
 OO1160;UTM  15      - 4,777,028.516   476,644.281   MT  0.99960671   -0 11 47.1
 OO1160
 OO1160                          SUPERSEDED SURVEY CONTROL
 OO1160
 OO1160  NAD 83(1996)-  43 08 44.31715(N)    093 17 14.00323(W) AD(       ) 4
 OO1160  NAD 83(1986)-  43 08 44.31017(N)    093 17 13.99516(W) AD(       ) 4
 OO1160  NAD 27      -  43 08 44.46000(N)    093 17 13.26000(W) AD(       ) 3
 OO1160
 OO1160.Superseded values are not recommended for survey control.
 OO1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1160.See file dsdata.txt to determine how the superseded data were derived.
 OO1160
 OO1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH7664477029(NAD 83)
 OO1160_MARKER: 53 = ELEVATED TANK
 OO1160
 OO1160  HISTORY     - Date     Condition        Report By
 OO1160  HISTORY     - 1926     FIRST OBSERVED   CGS
 OO1160  HISTORY     - 1951     GOOD             CGS
 OO1160  HISTORY     - 1957     GOOD             CGS
 OO1160  HISTORY     - 1962     GOOD             CGS
 OO1160  HISTORY     - 1971     GOOD             NGS
 OO1160  HISTORY     - 1978     GOOD             NGS
 OO1160
 OO1160                          STATION DESCRIPTION
 OO1160
 OO1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWQ)
 OO1160'STATION IS LOCATED ABOUT 4.0 MI. W OF MASON CITY ON U.S.
 OO1160'HIGHWAY 18, ON THE GROUNDS OF THE CERRO GORDO COUNTY FARM.
 OO1160
 OO1160                          STATION RECOVERY (1957)
 OO1160
 OO1160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 OO1160'THE POSITION OF THIS STATION WAS DETERMINED IN 1926 BUT NO
 OO1160'DESCRIPTION WAS WRITTEN.  THE STATION IS THE CENTER OF THE
 OO1160'TOP OF THE WATER TANK OF THE CERRO GORDO COUNTY FARM, LOCATED
 OO1160'ON THE SOUTH SIDE OF U.S. HIGHWAY 18 ABOUT 3 MILES WEST OF
 OO1160'MASON CITY.  IT IS A STEEL TANK SUPPORTED BY A FOUR LEGGED
 OO1160'STEEL STRUCTURE AND IS PAINTED ALUMINUM.  THE HEIGHT IS ABOUT
 OO1160'75 FEET.
 OO1160
 OO1160                          STATION RECOVERY (1962)
 OO1160
 OO1160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 OO1160'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 OO1160'LOCAL INQUIRY VERIFIED THE EXISTANCE OF THE WATER TANK, AND
 OO1160'ALSO THE POSITION.
 OO1160
 OO1160                          STATION RECOVERY (1971)
 OO1160
 OO1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1160'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 OO1160
 OO1160                          STATION RECOVERY (1978)
 OO1160
 OO1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 OO1160'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO1160'
 OO1160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OO1160'3 MILES WEST OF MASON CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1090 ***********************************************************************
 OP1090  DESIGNATION -  CEYLON AZ MK
 OP1090  PID         -  OP1090
 OP1090  STATE/COUNTY-  IA/EMMET
 OP1090  USGS QUAD   -  CEYLON (1970)
 OP1090
 OP1090                         *CURRENT SURVEY CONTROL
 OP1090  ___________________________________________________________________
 OP1090* NAD 83(1996)-  43 30 02.51094(N)    094 40 46.82404(W)     ADJUSTED  
 OP1090* NAVD 88     -       391.01   (+/-2cm)    1282.8    (feet)  VERTCON   
 OP1090  ___________________________________________________________________
 OP1090  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 OP1090  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 OP1090
 OP1090  HORZ ORDER  -  SECOND
 OP1090  VERT ORDER  -  THIRD ? (See Below)
 OP1090
 OP1090.The horizontal coordinates were established by classical geodetic methods
 OP1090.and adjusted by the National Geodetic Survey in May 1999..
 OP1090
 OP1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1090.The vertical order pertains to the NGVD 29 superseded value.
 OP1090
 OP1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1090
 OP1090.The geoid height was determined by GEOID03.
 OP1090
 OP1090;                    North         East     Units Scale Factor Converg.
 OP1090;SPC IA N     - 1,222,909.226 1,404,591.251   MT  1.00005117   -0 47 58.3
 OP1090;SPC MN S     -   155,863.800   745,027.520   MT  1.00007320   -0 28 35.0
 OP1090;UTM  15      - 4,817,789.178   364,208.450   MT  0.99982682   -1 09 23.0
 OP1090
 OP1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1090!SPC IA N     -   0.99994310  x   1.00005117  =   0.99999427
 OP1090!SPC MN S     -   0.99994310  x   1.00007320  =   1.00001630
 OP1090!UTM  15      -   0.99994310  x   0.99982682  =   0.99976993
 OP1090
 OP1090                          SUPERSEDED SURVEY CONTROL
 OP1090
 OP1090  NAD 83(1996)-  43 30 02.51094(N)    094 40 46.82404(W) AD(       ) 2
 OP1090  NAD 83(1986)-  43 30 02.50526(N)    094 40 46.81695(W) AD(       ) 2
 OP1090  NAD 27      -  43 30 02.66283(N)    094 40 45.88112(W) AD(       ) 2
 OP1090  NGVD 29 (07/19/86)  390.91   (m)         1282.5    (f) LEVELING    3  
 OP1090
 OP1090.Superseded values are not recommended for survey control.
 OP1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1090.See file dsdata.txt to determine how the superseded data were derived.
 OP1090
 OP1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6420817789(NAD 83)
 OP1090_MARKER: DZ = AZIMUTH MARK DISK
 OP1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1090_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP1090_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 OP1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1090+STABILITY: SURFACE MOTION
 OP1090
 OP1090  HISTORY     - Date     Condition        Report By
 OP1090  HISTORY     - 1934     MONUMENTED       CGS
 OP1090
 OP1090                          STATION DESCRIPTION
 OP1090
 OP1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (DKH)
 OP1090'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF THE TOWN OF
 OP1090'CEYLON, IN THE NE 1/4 OF SECTION 12, T100N, R33W, ON THE SOUTH
 OP1090'RIGHT-OF-WAY OF A GRAVEL ROAD ON THE MINNESOTA - IOWA STATE LINE.
 OP1090'
 OP1090'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 6 AND COUNTY
 OP1090'ROAD 125 IN CEYLON, GO SOUTH ON COUNTY ROAD 125 FOR 2.0 MILES TO AN
 OP1090'EAST - WEST GRAVEL ROAD ON THE MINNESOTA - IOWA STATE LINE, TURN RIGHT
 OP1090'AND GO WEST ON THE GRAVEL ROAD FOR 2.45 MILES TO A FIELD ENTRANCE AND
 OP1090'THE STATION ON THE LEFT.
 OP1090'
 OP1090'THE STATION MARK, A STANDARD CGS AZIMUTH MARK DISK
 OP1090'STAMPED---CEYLON 1934---, IS SET IN THE TOP OF A 12 INCH SQUARE
 OP1090'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 OP1090'MARK IS 30 FEET SOUTH OF THE CENTER OF THE ROAD, 15 FEET WEST OF THE
 OP1090'CENTER OF A FIELD ENTRANCE, AND 1.7 FEET EAST OF A STEEL WITNESS POST.
 OP1090'
 OP1090'A STEEL ROD BURIED ADJACENT TO THE CONCRETE MONUMENT MAKES THE MARK
 OP1090'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0779 ***********************************************************************
 MH0779  DESIGNATION -  CHARIPORT
 MH0779  PID         -  MH0779
 MH0779  STATE/COUNTY-  IA/LUCAS
 MH0779  USGS QUAD   -  CHARITON (1982)
 MH0779
 MH0779                         *CURRENT SURVEY CONTROL
 MH0779  ___________________________________________________________________
 MH0779* NAD 83(1996)-  41 00 58.74199(N)    093 21 50.87524(W)     ADJUSTED  
 MH0779* NAVD 88     -       319.9    (meters)    1050.     (feet)  VERTCON   
 MH0779  ___________________________________________________________________
 MH0779  X           -    -282,822.246 (meters)                     COMP
 MH0779  Y           -  -4,811,313.940 (meters)                     COMP
 MH0779  Z           -   4,163,979.662 (meters)                     COMP
 MH0779  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 MH0779  ELLIP HEIGHT-         288.03  (meters)          (05/06/99) GPS OBS
 MH0779  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MH0779
 MH0779  HORZ ORDER  -  THIRD
 MH0779  ELLP ORDER  -  FOURTH    CLASS I
 MH0779
 MH0779.This mark is at Chariton Municipal Airport (CNC)
 MH0779
 MH0779.The horizontal coordinates were established by GPS observations
 MH0779.and adjusted by the National Geodetic Survey in May 1999..
 MH0779
 MH0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0779
 MH0779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0779
 MH0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0779
 MH0779.The ellipsoidal height was determined by GPS observations
 MH0779.and is referenced to NAD 83.
 MH0779
 MH0779.The geoid height was determined by GEOID03.
 MH0779
 MH0779;                    North         East     Units Scale Factor Converg.
 MH0779;SPC IA S     -   112,869.099   511,427.923   MT  0.99995353   +0 05 22.2
 MH0779;UTM  15      - 4,540,632.279   469,383.465   MT  0.99961154   -0 14 20.3
 MH0779
 MH0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0779!SPC IA S     -   0.99995482  x   0.99995353  =   0.99990835
 MH0779!UTM  15      -   0.99995482  x   0.99961154  =   0.99956638
 MH0779
 MH0779:                Primary Azimuth Mark                     Grid Az
 MH0779:SPC IA S     -  CHARIPORT AZ MK                          000 46 21.4
 MH0779:UTM  15      -  CHARIPORT AZ MK                          001 06 03.9
 MH0779
 MH0779|---------------------------------------------------------------------|
 MH0779| PID    Reference Object                     Distance      Geod. Az  |
 MH0779|                                                           dddmmss.s |
 MH0779| MH0780 CHARIPORT AZ MK                     424.739 METERS 0005143.6 |
 MH0779|---------------------------------------------------------------------|
 MH0779
 MH0779                          SUPERSEDED SURVEY CONTROL
 MH0779
 MH0779  NAD 83(1986)-  41 00 58.74791(N)    093 21 50.88655(W) AD(       ) 3
 MH0779  NGVD 29 (07/09/90)  319.9    (m)         1050.     (f) GPS OBS        
 MH0779
 MH0779.Superseded values are not recommended for survey control.
 MH0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0779.See file dsdata.txt to determine how the superseded data were derived.
 MH0779
 MH0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF6938340632(NAD 83)
 MH0779_MARKER: I = METAL ROD
 MH0779_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MH0779_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MH0779_STAMPING: CHARIPORT
 MH0779_MARK LOGO: NGS   
 MH0779_PROJECTION: FLUSH
 MH0779_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0779+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MH0779_ROD/PIPE-DEPTH: 5.9  meters
 MH0779_SLEEVE-DEPTH  : 0.91 meters
 MH0779
 MH0779  HISTORY     - Date     Condition        Report By
 MH0779  HISTORY     - 1989     MONUMENTED       NGS
 MH0779
 MH0779                          STATION DESCRIPTION
 MH0779
 MH0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MH0779'THE STATION IS ABOUT 4.5 KM (2.80 MI) WEST OF CHARITON, AT THE
 MH0779'CHARITON MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE ENTRANCE RAMP
 MH0779'AND RUNWAY.  OWNERSHIP--CITY OF CHARITON, CHARITON, IA 50049, PHONE
 MH0779'(515) 744-5420.  THE AIRPORT MANAGER IS WAYNE WHITFIELD.
 MH0779'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 34 AND STATE
 MH0779'HIGHWAY 14, ON THE SOUTH SIDE OF CHARITON, GO WEST ON STATE HIGHWAY 34
 MH0779'FOR 4.8 KM (3.00 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 MH0779'RIGHT, NORTH, ON THE ENTRANCE ROAD FOR 0.3 KM (0.20 MI) TO THE ROADS
 MH0779'END AT THE HANGARS.  TURN LEFT AROUND THE HANGAR TO THE APRON AND
 MH0779'ENTRANCE RAMP TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE
 MH0779'RIGHT.
 MH0779'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MH0779'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 MH0779'SURROUNDED BY CONCRETE.  LOCATED 23.6 M (77.4 FT) EAST OF THE CENTER
 MH0779'OF THE RUNWAY, 17.4 M (57.1 FT) NORTH OF THE CENTER OF THE ENTRANCE
 MH0779'RAMP, 2.0 M (6.6 FT) NORTHEAST OF A MANHOLE COVER FOR AN ELECTRICAL
 MH0779'JUNCTION BOX AND 1.85 M (6.1 FT) NORTHEAST OF A FIBERGLASS WITNESS
 MH0779'POST.
 MH0779'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MH0779'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0780 ***********************************************************************
 MH0780  FBN         -  This is a Federal Base Network Control Station.
 MH0780  PACS        -  This is a Primary Airport Control Station.
 MH0780  DESIGNATION -  CHARIPORT AZ MK
 MH0780  PID         -  MH0780
 MH0780  STATE/COUNTY-  IA/LUCAS
 MH0780  USGS QUAD   -  CHARITON (1982)
 MH0780
 MH0780                         *CURRENT SURVEY CONTROL
 MH0780  ___________________________________________________________________
 MH0780* NAD 83(1996)-  41 01 12.50902(N)    093 21 50.60171(W)     ADJUSTED  
 MH0780* NAVD 88     -       318.39   (meters)    1044.6    (feet)  GPS OBS   
 MH0780  ___________________________________________________________________
 MH0780  X           -    -282,799.456 (meters)                     COMP
 MH0780  Y           -  -4,811,035.140 (meters)                     COMP
 MH0780  Z           -   4,164,299.306 (meters)                     COMP
 MH0780  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 MH0780  ELLIP HEIGHT-         286.81  (meters)          (07/28/03) GPS OBS
 MH0780  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MH0780
 MH0780  HORZ ORDER  -  A
 MH0780  ELLP ORDER  -  FOURTH    CLASS I
 MH0780
 MH0780.This mark is at Chariton Municipal Airport (CNC)
 MH0780
 MH0780.The horizontal coordinates were established by GPS observations
 MH0780.and adjusted by the National Geodetic Survey in July 1997..
 MH0780
 MH0780.The orthometric height was determined by GPS observations and a
 MH0780.high-resolution geoid model.
 MH0780
 MH0780.GPS derived orthometric heights for airport stations designated as
 MH0780.PACS or SACS are published to 2 decimal places.  This maintains
 MH0780.centimeter relative accuracy between the PACS and SACS.  It does
 MH0780.not indicate centimeter accuracy relative to other marks which are
 MH0780.part of the NAVD 88 network.
 MH0780
 MH0780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0780
 MH0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0780
 MH0780.The ellipsoidal height was determined by GPS observations
 MH0780.and is referenced to NAD 83.
 MH0780
 MH0780.The geoid height was determined by GEOID03.
 MH0780
 MH0780;                    North         East     Units Scale Factor Converg.
 MH0780;SPC IA S     -   113,293.780   511,433.650   MT  0.99995332   +0 05 22.4
 MH0780;UTM  15      - 4,541,056.775   469,391.624   MT  0.99961153   -0 14 20.2
 MH0780
 MH0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0780!SPC IA S     -   0.99995501  x   0.99995332  =   0.99990834
 MH0780!UTM  15      -   0.99995501  x   0.99961153  =   0.99956656
 MH0780
 MH0780:                Primary Azimuth Mark                     Grid Az
 MH0780:SPC IA S     -  CHARIPORT                                180 46 21.4
 MH0780:UTM  15      -  CHARIPORT                                181 06 04.0
 MH0780
 MH0780|---------------------------------------------------------------------|
 MH0780| PID    Reference Object                     Distance      Geod. Az  |
 MH0780|                                                           dddmmss.s |
 MH0780| MH0779 CHARIPORT                           424.739 METERS 1805143.8 |
 MH0780|---------------------------------------------------------------------|
 MH0780
 MH0780                          SUPERSEDED SURVEY CONTROL
 MH0780
 MH0780  ELLIP H (07/24/97)  286.85   (m)                       GP(       ) 1 1
 MH0780  NAD 83(1986)-  41 01 12.51495(N)    093 21 50.61419(W) AD(       ) 3
 MH0780  NGVD 29 (07/09/90)  318.7    (m)         1046.     (f) GPS OBS        
 MH0780
 MH0780.Superseded values are not recommended for survey control.
 MH0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0780.See file dsdata.txt to determine how the superseded data were derived.
 MH0780
 MH0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF6939241057(NAD 83)
 MH0780_MARKER: I = METAL ROD
 MH0780_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MH0780_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MH0780_STAMPING: CHARIPORT AZ MK 1989
 MH0780_MARK LOGO: NGS   
 MH0780_PROJECTION: FLUSH
 MH0780_MAGNETIC: I = MARKER IS A STEEL ROD
 MH0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0780+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 MH0780_ROD/PIPE-DEPTH: 5.90 meters
 MH0780_SLEEVE-DEPTH  : 0.91 meters
 MH0780
 MH0780  HISTORY     - Date     Condition        Report By
 MH0780  HISTORY     - 1989     MONUMENTED       NGS
 MH0780  HISTORY     - 19961028 GOOD             NGS
 MH0780  HISTORY     - 19970205 GOOD             NGS
 MH0780  HISTORY     - 20030205 GOOD             USDA
 MH0780
 MH0780                          STATION DESCRIPTION
 MH0780
 MH0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MH0780'THE STATION IS ABOUT 4.5 KM (2.80 MI) WEST OF CHARITON, AT THE
 MH0780'CHARITON MUNICIPAL AIRPORT AND ON THE EAST SIDE OF A VASI LIGHT.
 MH0780'OWNERSHIP--CITY OF CHARITON, CHARITON, IA 50049, PHONE (515) 744-5420.
 MH0780'THE AIRPORT MANAGER IS WAYNE WHITFIELD.
 MH0780'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 34 AND STATE
 MH0780'HIGHWAY 14, ON THE SOUTH SIDE OF CHARITON, GO WEST ON STATE HIGHWAY 34
 MH0780'FOR 4.8 KM (3.00 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 MH0780'RIGHT, NORTH, ON THE ENTRANCE ROAD FOR 0.3 KM (0.20 MI) TO THE ROADS
 MH0780'END AT THE HANGARS.  TURN LEFT AROUND THE HANGAR TO THE APRON AND
 MH0780'ENTRANCE RAMP TO THE JUNCTION OF THE RUNWAY.  TURN RIGHT, NORTH, ONTO
 MH0780'THE RUNWAY FOR 0.4 KM (0.25 MI) TO A VASI LIGHT WITH A SWITCH BOX AND
 MH0780'THE STATION ON THE RIGHT.
 MH0780'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MH0780'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 MH0780'SURROUNDED BY CONCRETE.  LOCATED 29.5 M (96.8 FT) EAST OF THE CENTER
 MH0780'OF THE RUNWAY, 17.5 M (57.4 FT) SOUTHEAST OF A RUNWAY LIGHT, 4.8 M
 MH0780'(15.7 FT) EAST OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION PAD
 MH0780'OF THE VASI LIGHT AND 4.6 M (15.1 FT) EAST OF A FIBERGLASS WITNESS
 MH0780'POST.
 MH0780'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MH0780'DESCRIBED BY M. L. MCCREADY.
 MH0780
 MH0780                          STATION RECOVERY (1996)
 MH0780
 MH0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 MH0780'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) WEST OF CHARITON, IA.,
 MH0780'AT THE CHARITON MUNICIPAL AIRPORT.  IN THE GRASS, JUST EAST OF THE
 MH0780'SOUTHEAST CONCRETE CORNER OF THE 2ND VASI LIGHT BASE NORTH OF RUNWAY
 MH0780'END 35.  OWNERSHIP--CITY OF CHARITON, CHARITON, IA.  50049.  AIRPORT
 MH0780'MANAGER WAYNE WHITFIELD, PHONE 515-774-5420.  NOTE--THIS STATION IS
 MH0780'THE (PACS AND FBN/CBN STATION) .  TO REACH THE STATION FROM THE
 MH0780'JUNCTION OF U.S.  HIGHWAY 34 AND STATE HIGHWAY 14, ON THE SOUTH SIDE
 MH0780'OF CHARITON, GO WEST, 4.8 KM (3.00 MI) ALONG HIGHWAY 34 TO THE AIRPORT
 MH0780'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, 0.3 KM (0.20 MI) ALONG
 MH0780'THE ENTRANCE ROAD TO ITS END AT THE AIRPORT OFFICE. TURN LEFT,
 MH0780'WESTERLY, 0.2 KM (0.10 MI) AROUND THE HANGARS, ACROSS THE APRON AND
 MH0780'ALONG THE TAXI/RAMP TO THE RUNWAY.  TURN RIGHT, NORTH, 0.4 KM (0.25
 MH0780'MI) ALONG THE RUNWAY TO THE 2ND VASI LIGHT AND THE STATION ON THE
 MH0780'RIGHT, JUST EAST OF THE VASI BASE.  STATION IS 42.6 M (139.8 FT) SOUTH
 MH0780'OF A TAXI CENTER, 29.5 M (96.8 FT) EAST OF THE RUNWAY CENTER, 4.8 M
 MH0780'(15.7 FT) EAST OF THE SOUTHEAST CONCRETE CORNER OF THE VASI LIGHT
 MH0780'BASE, 0.7 M (2.3 FT) NORTH OF A (PINK) METAL GEODETIC SURVEY
 MH0780'MARKER/HARN STATION WITNESS POST, AND THE STATION IS ABOUT 0.7 M (2.3
 MH0780'FT) BELOW THE RUNWAY LEVEL AND FLUSH WITH THE GROUND SURFACE.  BY R.G.
 MH0780'HAYES  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MH0780
 MH0780                          STATION RECOVERY (1997)
 MH0780
 MH0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 MH0780'RECOVERED AS DESCRIBED.
 MH0780
 MH0780                          STATION RECOVERY (2003)
 MH0780
 MH0780'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 2003 (CF)
 MH0780'RECOVERED AS DESCRIBED. OWNERSHIP IS THE CITY OF CHARITON. AIRPORT
 MH0780'MANAGER IS TED
 MH0780'PHILLIPS, PHONE NUMBER 641-203-1594
 MH0780'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0525 ***********************************************************************
 LE0525  DESIGNATION -  CHARITON
 LE0525  PID         -  LE0525
 LE0525  STATE/COUNTY-  IA/LUCAS
 LE0525  USGS QUAD   -  CORYDON NE (1982)
 LE0525
 LE0525                         *CURRENT SURVEY CONTROL
 LE0525  ___________________________________________________________________
 LE0525* NAD 83(1996)-  40 59 07.63918(N)    093 16 27.42587(W)     ADJUSTED  
 LE0525* NAVD 88     -       317.60   (+/-2cm)    1042.0    (feet)  VERTCON   
 LE0525  ___________________________________________________________________
 LE0525  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 LE0525  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LE0525
 LE0525  HORZ ORDER  -  FIRST
 LE0525  VERT ORDER  -  THIRD ? (See Below)
 LE0525
 LE0525.The horizontal coordinates were established by classical geodetic methods
 LE0525.and adjusted by the National Geodetic Survey in May 1999..
 LE0525
 LE0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0525.The vertical order pertains to the NGVD 29 superseded value.
 LE0525
 LE0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0525
 LE0525.The geoid height was determined by GEOID03.
 LE0525
 LE0525;                    North         East     Units Scale Factor Converg.
 LE0525;SPC IA S     -   109,457.640   518,993.882   MT  0.99995540   +0 08 55.2
 LE0525;UTM  15      - 4,537,178.689   476,927.132   MT  0.99960655   -0 10 47.6
 LE0525
 LE0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0525!SPC IA S     -   0.99995515  x   0.99995540  =   0.99991055
 LE0525!UTM  15      -   0.99995515  x   0.99960655  =   0.99956171
 LE0525
 LE0525:                Primary Azimuth Mark                     Grid Az
 LE0525:SPC IA S     -  WILLIAMSON HI PT TIPPLE MINE 4           014 01 02.7
 LE0525:UTM  15      -  WILLIAMSON HI PT TIPPLE MINE 4           014 20 45.5
 LE0525
 LE0525|---------------------------------------------------------------------|
 LE0525| PID    Reference Object                     Distance      Geod. Az  |
 LE0525|                                                           dddmmss.s |
 LE0525| MH0638 WILLIAMSON HI PT TIPPLE MINE 4      APPROX.14.7 KM 0140957.9 |
 LE0525| CL9050 CHARITON RM 1                                      07346     |
 LE0525| CL9051 CHARITON RM 2 AZIMUTH                              13254     |
 LE0525| LE0527 CORYDON CITY WATER TANK             APPROX.25.5 KM 1883713.3 |
 LE0525| LE0531 HUMESTON CITY WATER TANK            APPROX.23.5 KM 2330724.3 |
 LE0525| MH0642 CHARITON WATER TANK                 APPROX. 4.3 KM 3171244.6 |
 LE0525| MH0641 CHARITON LUCAS CO CTHSE CLKTWR      APPROX. 4.3 KM 3192856.4 |
 LE0525| MH0646 CHARITON CONG CHURCH STEEPLE        APPROX. 4.5 KM 3204536.2 |
 LE0525| MH0645 CHARITON EVAN LUTHERAN CHURCH       APPROX. 4.7 KM 3214446.2 |
 LE0525| MH0643 CHARITON HIGHEST SMOKESTACK         APPROX. 4.1 KM 3263518.6 |
 LE0525|---------------------------------------------------------------------|
 LE0525
 LE0525                          SUPERSEDED SURVEY CONTROL
 LE0525
 LE0525  NAD 83(1986)-  40 59 07.64350(N)    093 16 27.43625(W) AD(       ) 1
 LE0525  NAD 27      -  40 59 07.64370(N)    093 16 26.68380(W) AD(       ) 1
 LE0525  NGVD 29 (07/19/86)  317.54   (m)         1041.8    (f) LEVELING    3  
 LE0525
 LE0525.Superseded values are not recommended for survey control.
 LE0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0525.See file dsdata.txt to determine how the superseded data were derived.
 LE0525
 LE0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF7692737179(NAD 83)
 LE0525_MARKER: DS = TRIANGULATION STATION DISK
 LE0525_SETTING: 0 = UNSPECIFIED SETTING
 LE0525
 LE0525  HISTORY     - Date     Condition        Report By
 LE0525  HISTORY     - 1928     MONUMENTED       CGS
 LE0525  HISTORY     - 1934     GOOD             IAGS
 LE0525  HISTORY     - 1956     MARK NOT FOUND   CGS
 LE0525  HISTORY     - 1965     MARK NOT FOUND   USGS
 LE0525
 LE0525                          STATION DESCRIPTION
 LE0525
 LE0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 LE0525'ABOUT 2 MILES SOUTH AND 1-1/2 MILES EAST OF CHARITON, ON THE NORTH
 LE0525'SIDE OF THE NORTHEAST QUARTER OF SEC. 4, T. 71 N., R. 21 W., ON
 LE0525'LAND OWNED BY ALBERT MILLER OF CHARITON.  THE STATION IS ABOUT 225
 LE0525'METERS EAST OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS
 LE0525'WHERE IT INTERSECTS THE EAST-WEST ROAD, 9.80 METERS SOUTH OF THE
 LE0525'CENTER LINE OF THE ROAD AND IN THE FENCE ROW.
 LE0525'
 LE0525'SURFACE STATION MARK IS A STANDARD DISK TRIANGULATION MARK SET IN
 LE0525'CONCRETE POST 4 INCHES ABOVE SURFACE OF GROUND.  UNDERGROUND
 LE0525'MARK IS A STANDARD DISK TRIANGULATION MARK SET IN CONCRETE
 LE0525'BLOCK 5 FEET BELOW SURFACE OF GROUND.
 LE0525'
 LE0525'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION,
 LE0525'6.30 METERS NORTH OF THE CENTER LINE OF THE ROAD AND 0.450 METERS
 LE0525'SOUTH OF THE FENCE LINE.
 LE0525'
 LE0525'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 13
 LE0525'METERS WEST OF CENTER LINE OF ROAD, 12.55 METERS NORTH OF THE
 LE0525'NORTH RAIL OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS
 LE0525'AND 0.50 METERS SOUTH OF THE FENCE.
 LE0525'
 LE0525'HEIGHT OF SIGNAL ABOVE STATION MARK - 30.5 METERS.
 LE0525
 LE0525                          STATION RECOVERY (1934)
 LE0525
 LE0525'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 LE0525'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.
 LE0525'
 LE0525'THE STATION MARK IS ALSO 81 FEET EAST OF A FENCE CORNER.
 LE0525'
 LE0525'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 14 FEET WEST OF
 LE0525'THE WEST FENCE LINE OF A NORTH-SOUTH ROAD FENCED 34 FEET WIDE,
 LE0525'41.2 FEET NORTH OF THE NORTH RAIL OF THE CHICAGO, BURLINGTON AND
 LE0525'QUINCY RAILROAD TRACKS AND 2 FEET SOUTH OF THE FENCE.
 LE0525
 LE0525                          STATION RECOVERY (1956)
 LE0525
 LE0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 LE0525'THE STATION WAS NOT RECOVERED.  THE SURFACE STATION MARK AND
 LE0525'REFERENCE MARK NO. 1 WERE REPORTED FOUND LAYING IN THE ROAD DITCH
 LE0525'BY RECONNAISSANCE PARTY IN 1948.  REFERENCE MARK NO. 2 WAS
 LE0525'SEARCHED FOR BUT NOT FOUND.  NO SEARCH WAS MADE FOR THE
 LE0525'UNDERGROUND STATION MARK SINCE THE ORIGINAL DESCRIPTION STATES
 LE0525'THAT IT IS FIVE FEET BELOW THE SURFACE OF THE GROUND.  NO
 LE0525'AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 LE0525'
 LE0525'A NEW STATION, CHARITON 2 WAS ESTABLISHED ACROSS THE ROAD TO
 LE0525'THE NORTH OF THE OLD STATION SITE.
 LE0525
 LE0525                          STATION RECOVERY (1965)
 LE0525
 LE0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LE0525'STATION DESTROYED.
 LE0525'
 LE0525'STATION AND RM 1 WERE FOUND LYING IN A DRAIN ALONG SIDE OF THE
 LE0525'ROAD ABOUT 2 MILES EAST OF WHERE IT SHOULD HAVE BEEN.  IT WAS
 LE0525'FOUND ABOUT 2.5 MILES WEST OF RUSSELL.  TABLET WAS REMOVED
 LE0525'(BY USGS) FROM BOTH THE STATION AND RM 1.
 LE0525'
 LE0525'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - CHARITON, 2 MILES
 LE0525'SOUTH AND 1.5 MILES EAST OF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0524 ***********************************************************************
 LE0524  DESIGNATION -  CHARITON 2
 LE0524  PID         -  LE0524
 LE0524  STATE/COUNTY-  IA/LUCAS
 LE0524  USGS QUAD   -  CORYDON NE (1982)
 LE0524
 LE0524                         *CURRENT SURVEY CONTROL
 LE0524  ___________________________________________________________________
 LE0524* NAD 83(1996)-  40 59 08.50327(N)    093 16 28.91824(W)     ADJUSTED  
 LE0524* NAVD 88     -       317.4    (meters)    1041.     (feet)  VERTCON   
 LE0524  ___________________________________________________________________
 LE0524  X           -    -275,439.305 (meters)                     COMP
 LE0524  Y           -  -4,813,975.108 (meters)                     COMP
 LE0524  Z           -   4,161,411.342 (meters)                     COMP
 LE0524  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 LE0524  ELLIP HEIGHT-         285.41  (meters)          (05/06/99) GPS OBS
 LE0524  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LE0524
 LE0524  HORZ ORDER  -  FIRST
 LE0524  ELLP ORDER  -  FOURTH    CLASS I
 LE0524
 LE0524.The horizontal coordinates were established by classical geodetic methods
 LE0524.and adjusted by the National Geodetic Survey in May 1999..
 LE0524
 LE0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0524
 LE0524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LE0524
 LE0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0524
 LE0524.The ellipsoidal height was determined by GPS observations
 LE0524.and is referenced to NAD 83.
 LE0524
 LE0524.The geoid height was determined by GEOID03.
 LE0524
 LE0524;                    North         East     Units Scale Factor Converg.
 LE0524;SPC IA S     -   109,484.204   518,958.929   MT  0.99995539   +0 08 54.3
 LE0524;UTM  15      - 4,537,205.444   476,892.344   MT  0.99960657   -0 10 48.6
 LE0524
 LE0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0524!SPC IA S     -   0.99995523  x   0.99995539  =   0.99991062
 LE0524!UTM  15      -   0.99995523  x   0.99960657  =   0.99956182
 LE0524
 LE0524|---------------------------------------------------------------------|
 LE0524| PID    Reference Object                     Distance      Geod. Az  |
 LE0524|                                                           dddmmss.s |
 LE0524| CL9053 CHARITON 2 RM 1                      28.667 METERS 10658     |
 LE0524| CL9052 CHARITON 2 AZ MK                                   1325239.8 |
 LE0524| CL9054 CHARITON 2 RM 2                      28.512 METERS 18737     |
 LE0524| MH0641 CHARITON LUCAS CO CTHSE CLKTWR      APPROX. 4.3 KM 3193618.1 |
 LE0524| MH0644 CHARITON MUNICIPAL TANK             APPROX. 3.4 KM 3315248.3 |
 LE0524|---------------------------------------------------------------------|
 LE0524
 LE0524                          SUPERSEDED SURVEY CONTROL
 LE0524
 LE0524  NAD 83(1986)-  40 59 08.50921(N)    093 16 28.93030(W) AD(       ) 1
 LE0524  NAD 27      -  40 59 08.50410(N)    093 16 28.18570(W) AD(       ) 1
 LE0524  NGVD 29 (07/09/90)  317.4    (m)         1041.     (f) GPS OBS        
 LE0524
 LE0524.Superseded values are not recommended for survey control.
 LE0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0524.See file dsdata.txt to determine how the superseded data were derived.
 LE0524
 LE0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF7689237205(NAD 83)
 LE0524_MARKER: DS = TRIANGULATION STATION DISK
 LE0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0524_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0524+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1989
 LE0524
 LE0524  HISTORY     - Date     Condition        Report By
 LE0524  HISTORY     - 1956     MONUMENTED       CGS
 LE0524  HISTORY     - 1958     GOOD             CGS
 LE0524  HISTORY     - 1966     MARK NOT FOUND   CGS
 LE0524  HISTORY     - 19891103 GOOD
 LE0524
 LE0524                          STATION DESCRIPTION
 LE0524
 LE0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 LE0524'STATION IS ABOUT 2 MILES SOUTH AND 1.5 MILES EAST OF CHARITON,
 LE0524'IN SECTION 33, T. 72 N., R. 21 W., AND IN A CULTIVATED FIELD OWNED
 LE0524'BY MR. C.A. LINDAHL WHO LIVES IN THE SECOND HOUSE WEST OF RAILROAD
 LE0524'CROSSING, ON THE NORTH SIDE OF ROAD.
 LE0524'
 LE0524'TO REACH FROM THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 LE0524'CHARITON, GO EAST ON U.S. HIGHWAY 34 FOR 0.2 MILE, TURN RIGHT
 LE0524'AND GO SOUTH ON U.S. HIGHWAY 34 FOR 0.3 MILE TO WHERE THE HIGHWAY
 LE0524'CURVES TO THE SOUTH AND A GRAVEL ROAD LEADS STRAIGHT AHEAD, KEEP
 LE0524'STRAIGHT AHEAD AND GO SOUTH ON GRAVEL ROAD FOR 0.2 MILE, CROSS
 LE0524'RAILROAD TRACKS AND TURN LEFT AND GO SOUTHEASTERLY, SOUTH AND
 LE0524'EAST ON GRAVEL ROAD FOR 2.3 MILES TO RAILROAD CROSSING,
 LE0524'CONTINUE EAST ON GRAVEL ROAD FOR 0.15 MILE TO A STEEL GATE AND
 LE0524'THE STATION ON THE LEFT.
 LE0524'
 LE0524'STATION MARKS ARE STANDARD DISKS STAMPED CHARITON 2 1956.  THE
 LE0524'SURFACE DISK IS SET IN THE TOP OF A CONCRETE POST WHICH IS 10
 LE0524'INCHES BELOW THE GROUND SURFACE.  IT IS 85.5 FEET NORTHEAST OF A
 LE0524'TELEPHONE POLE, 56 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 LE0524'50.5 FEET NORTHWEST OF THE CENTER OF A STEEL GATE AND 28.5 FEET
 LE0524'NORTH OF AN EAST-WEST FENCE LINE.  THE UNDERGROUND DISK IS SET
 LE0524'IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND
 LE0524'SURFACE.
 LE0524'
 LE0524'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHARITON 2 NO 1
 LE0524'1956, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LE0524'6 INCHES.  IT IS 48 FEET EAST OF THE CENTER OF A STEEL GATE,
 LE0524'32 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 9.5 FEET
 LE0524'EAST-NORTHEAST OF A TELEPHONE POLE, AND 6 INCHES NORTH OF AN
 LE0524'EAST-WEST FENCE LINE.
 LE0524'
 LE0524'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHARITON 2 NO 2
 LE0524'1956, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LE0524'5 INCHES.  IT IS 47 FEET WEST OF A T-FENCE CORNER, 15 FEET
 LE0524'WEST-SOUTHWEST OF A POWER LINE POLE AND 1 FOOT NORTH OF AN
 LE0524'EAST-WEST FENCE LINE.
 LE0524'
 LE0524'AZIMUTH MARK, A STANDARD DISK STAMPED CHARITON 2 1956, IS SET
 LE0524'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 27
 LE0524'FEET SOUTH OF A CEMENT FENCE POST, 20 FEET NORTH OF THE NORTH
 LE0524'RAIL OF RAILROAD TRACKS, 18 FEET WEST OF THE CENTER OF A GRAVEL
 LE0524'ROAD AND 1.5 FEET NORTHWEST OF A CEMENT RAILROAD CROSSING
 LE0524'SIGN.  A STANDARD WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
 LE0524'
 LE0524'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL ROAD
 LE0524'FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH
 LE0524'ON GRAVEL ROAD 0.2 MILE TO RAILROAD CROSSING AND THE AZIMUTH MARK
 LE0524'ON THE RIGHT.
 LE0524'
 LE0524'HEIGHT OF THE LIGHT ABOVE STATION MARK - 34 METERS.
 LE0524
 LE0524                          STATION RECOVERY (1958)
 LE0524
 LE0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LE0524'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LE0524'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE REFERENCE POINTS
 LE0524'TO ALL MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE TO REACH
 LE0524'IS ADEQUATE.
 LE0524'
 LE0524'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 LE0524'
 LE0524'A 90 FOOT LIGHT STAND WAS BUILT TO CHECK CHECK ANGLES.
 LE0524'
 LE0524'NO CHANGES ARE NECESSARY IN THE 1956 DESCRIPTION.
 LE0524
 LE0524                          STATION RECOVERY (1966)
 LE0524
 LE0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LE0524'A REPORT WAS RECEIVED THAT THIS STATION WAS DESTROYED.  UPON
 LE0524'INVESTIGATION IT WAS FOUND THAT IT WAS THE ORIGINAL STATION
 LE0524'CHARITON THAT HAD BEEN DESTROYED.  THIS STATION AND ALL MARKS
 LE0524'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS 0.3 MILE SOUTHEAST
 LE0524'OF THE STATION INSTEAD OF SOUTHWEST AS ORIGINALLY DESCRIBED.
 LE0524'
 LE0524'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 LE0524'RECOVERY.
 LE0524
 LE0524                          STATION RECOVERY (1989)
 LE0524
 LE0524'RECOVERED 1989
 LE0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0641 ***********************************************************************
 MH0641  DESIGNATION -  CHARITON LUCAS CO CTHSE CLKTWR
 MH0641  PID         -  MH0641
 MH0641  STATE/COUNTY-  IA/LUCAS
 MH0641  USGS QUAD   -  CHARITON (1982)
 MH0641
 MH0641                         *CURRENT SURVEY CONTROL
 MH0641  ___________________________________________________________________
 MH0641* NAD 83(1996)-  41 00 54.35998(N)    093 18 27.85885(W)     ADJUSTED  
 MH0641* NAVD 88     -                                                        
 MH0641  ___________________________________________________________________
 MH0641  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 MH0641  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 MH0641
 MH0641  HORZ ORDER  -  THIRD
 MH0641
 MH0641.The horizontal coordinates were established by classical geodetic methods
 MH0641.and adjusted by the National Geodetic Survey in May 1999..
 MH0641
 MH0641
 MH0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0641
 MH0641.The geoid height was determined by GEOID03.
 MH0641
 MH0641;                    North         East     Units Scale Factor Converg.
 MH0641;SPC IA S     -   112,742.875   516,171.495   MT  0.99995360   +0 07 35.9
 MH0641;UTM  15      - 4,540,478.910   474,124.605   MT  0.99960824   -0 12 07.0
 MH0641
 MH0641                          SUPERSEDED SURVEY CONTROL
 MH0641
 MH0641  NAD 83(1986)-  41 00 54.36496(N)    093 18 27.87018(W) AD(       ) 4
 MH0641  NAD 27      -  41 00 54.36600(N)    093 18 27.11900(W) AD(       ) 3
 MH0641
 MH0641.Superseded values are not recommended for survey control.
 MH0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0641.See file dsdata.txt to determine how the superseded data were derived.
 MH0641
 MH0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF7412540479(NAD 83)
 MH0641_MARKER: 55 = TOWER
 MH0641
 MH0641  HISTORY     - Date     Condition        Report By
 MH0641  HISTORY     - 1928     FIRST OBSERVED   CGS
 MH0641  HISTORY     - 1956     GOOD             CGS
 MH0641  HISTORY     - 1958     GOOD             CGS
 MH0641  HISTORY     - 20060520 POOR             GEOCAC
 MH0641
 MH0641                          STATION DESCRIPTION
 MH0641
 MH0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0641'STATION IS LOCATED IN THE TOWN SQUARE, IN THE CENTRAL PART OF
 MH0641'CHARITON.  IT IS A FINIAL ATOP THE CLOCK TOWER WHICH IS
 MH0641'LOCATED ON THE NORTHWEST CORNER OF THE COURTHOUSE.  THE STRUCTURE
 MH0641'IS BUILT OF STONE AND IS APPROXIMATELY 90 FEET HIGH.
 MH0641'
 MH0641'THIS STATION WAS LOCATED IN 1928 AND CALLED CHARITON COURTHOUSE.
 MH0641
 MH0641                          STATION RECOVERY (1958)
 MH0641
 MH0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MH0641'THE STATION IS STILL THERE AND NO CHANGES ARE NEEDED TO THE
 MH0641'1956 DESCRIPTION.
 MH0641
 MH0641                          STATION RECOVERY (2006)
 MH0641
 MH0641'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0641'CLOCK TOWER IS PRESENT, BUT PYRAMIDAL ROOF WITH FINIAL SEEN IN OLDER
 MH0641'PHOTO WAS REMOVED PRIOR TO PHOTO IN 1978 CHARITON HISTORY BOOK.
 MH0641'UNCERTAIN WHAT ACCURACY COULD BE ACHIEVED BY TAKING MIDPOINT OF TOWER
 MH0641'CORNERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0644 ***********************************************************************
 MH0644  DESIGNATION -  CHARITON MUNICIPAL TANK
 MH0644  PID         -  MH0644
 MH0644  STATE/COUNTY-  IA/LUCAS
 MH0644  USGS QUAD   -  CHARITON (1982)
 MH0644
 MH0644                         *CURRENT SURVEY CONTROL
 MH0644  ___________________________________________________________________
 MH0644* NAD 83(1996)-  41 00 44.29986(N)    093 17 36.50719(W)     ADJUSTED  
 MH0644* NAVD 88     -                                                        
 MH0644  ___________________________________________________________________
 MH0644  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 MH0644  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 MH0644
 MH0644  HORZ ORDER  -  THIRD
 MH0644
 MH0644.The horizontal coordinates were established by classical geodetic methods
 MH0644.and adjusted by the National Geodetic Survey in May 1999..
 MH0644
 MH0644
 MH0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0644
 MH0644.The geoid height was determined by GEOID03.
 MH0644
 MH0644;                    North         East     Units Scale Factor Converg.
 MH0644;SPC IA S     -   112,435.302   517,372.033   MT  0.99995376   +0 08 09.7
 MH0644;UTM  15      - 4,540,164.565   475,322.945   MT  0.99960749   -0 11 33.3
 MH0644
 MH0644                          SUPERSEDED SURVEY CONTROL
 MH0644
 MH0644  NAD 83(1986)-  41 00 44.30510(N)    093 17 36.51908(W) AD(       ) 4
 MH0644  NAD 27      -  41 00 44.30400(N)    093 17 35.77300(W) AD(       ) 3
 MH0644
 MH0644.Superseded values are not recommended for survey control.
 MH0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0644.See file dsdata.txt to determine how the superseded data were derived.
 MH0644
 MH0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF7532340165(NAD 83)
 MH0644_MARKER: 53 = ELEVATED TANK
 MH0644
 MH0644  HISTORY     - Date     Condition        Report By
 MH0644  HISTORY     - 1956     FIRST OBSERVED   CGS
 MH0644  HISTORY     - 1958     GOOD             CGS
 MH0644  HISTORY     - 20060520 POOR             GEOCAC
 MH0644
 MH0644                          STATION DESCRIPTION
 MH0644
 MH0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0644'STATION IS LOCATED ABOUT 1.0 MILE EAST OF THE CENTER OF
 MH0644'CHARITON.  IT IS A SIX LEGGED STEEL STRUCTURE SUPPORTING THE
 MH0644'TANK.  THE STRUCTURE IS PAINTED SILVER AND IS APPROXIMATELY
 MH0644'120 FEET HIGH.  (THERE IS ANOTHER MUNICIPAL WATER TANK IN
 MH0644'CHARITON WHICH IS LOCATED IN THE CENTER OF TOWN.)
 MH0644'
 MH0644'STATION IS A FINIAL ATOP THE TANK.
 MH0644
 MH0644                          STATION RECOVERY (1958)
 MH0644
 MH0644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MH0644'THE STATION IS STILL THERE AND NO CHANGES ARE NEEDED TO THE
 MH0644'1956 DESCRIPTION.
 MH0644
 MH0644                          STATION RECOVERY (2006)
 MH0644
 MH0644'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0644'NORTHEAST OF CORNER OF ARMORY AVE AND FIRST ST, CURRENTLY WHITE WITH
 MH0644'RED STRIPE. THERE IS NO PROMINENT FINIAL AND ANTENNA ON TOP IS NOT
 MH0644'CENTERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0642 ***********************************************************************
 MH0642  DESIGNATION -  CHARITON WATER TANK
 MH0642  PID         -  MH0642
 MH0642  STATE/COUNTY-  IA/LUCAS
 MH0642  USGS QUAD   -  CHARITON (1982)
 MH0642
 MH0642                         *CURRENT SURVEY CONTROL
 MH0642  ___________________________________________________________________
 MH0642* NAD 83(1996)-  41 00 49.82200(N)    093 18 32.31710(W)     ADJUSTED  
 MH0642* NAVD 88     -                                                        
 MH0642  ___________________________________________________________________
 MH0642  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 MH0642  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 MH0642
 MH0642  HORZ ORDER  -  THIRD
 MH0642
 MH0642.The horizontal coordinates were established by classical geodetic methods
 MH0642.and adjusted by the National Geodetic Survey in May 1999..
 MH0642
 MH0642
 MH0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0642
 MH0642.The geoid height was determined by GEOID03.
 MH0642
 MH0642;                    North         East     Units Scale Factor Converg.
 MH0642;SPC IA S     -   112,602.662   516,067.638   MT  0.99995367   +0 07 33.0
 MH0642;UTM  15      - 4,540,339.344   474,019.982   MT  0.99960831   -0 12 10.0
 MH0642
 MH0642                          SUPERSEDED SURVEY CONTROL
 MH0642
 MH0642  NAD 83(1986)-  41 00 49.82640(N)    093 18 32.32770(W) AD(       ) 4
 MH0642  NAD 27      -  41 00 49.83100(N)    093 18 31.57400(W) AD(       ) 3
 MH0642
 MH0642.Superseded values are not recommended for survey control.
 MH0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0642.See file dsdata.txt to determine how the superseded data were derived.
 MH0642
 MH0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF7402040339(NAD 83)
 MH0642_MARKER: 51 = TANK
 MH0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0642+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 MH0642
 MH0642  HISTORY     - Date     Condition        Report By
 MH0642  HISTORY     - 1928     FIRST OBSERVED   CGS
 MH0642  HISTORY     - 20060520 GOOD             GEOCAC
 MH0642
 MH0642                          STATION DESCRIPTION
 MH0642
 MH0642'DESCRIBED BY GEOCACHING 2006 (BDH)
 MH0642'SLENDER CYLINDRICAL TANK WITH CONICAL ROOF ON 4 LEGS, CURRENTLY
 MH0642'PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0970 ***********************************************************************
 OO0970  DESIGNATION -  CHARLES
 OO0970  PID         -  OO0970
 OO0970  STATE/COUNTY-  IA/FLOYD
 OO0970  USGS QUAD   -  CHARLES CITY (1971)
 OO0970
 OO0970                         *CURRENT SURVEY CONTROL
 OO0970  ___________________________________________________________________
 OO0970* NAD 83(1996)-  43 04 28.00905(N)    092 42 50.68218(W)     ADJUSTED  
 OO0970* NAVD 88     -       332.7    (meters)    1092.     (feet)  VERTCON   
 OO0970  ___________________________________________________________________
 OO0970  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 OO0970  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 OO0970
 OO0970  HORZ ORDER  -  FIRST
 OO0970
 OO0970.The horizontal coordinates were established by classical geodetic methods
 OO0970.and adjusted by the National Geodetic Survey in May 1999..
 OO0970
 OO0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0970
 OO0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0970
 OO0970.The geoid height was determined by GEOID03.
 OO0970
 OO0970;                    North         East     Units Scale Factor Converg.
 OO0970;SPC IA N     - 1,175,185.032 1,564,004.577   MT  0.99997054   +0 31 57.6
 OO0970;UTM  15      - 4,769,121.723   523,276.850   MT  0.99960667   +0 11 43.0
 OO0970
 OO0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0970!SPC IA N     -   0.99995268  x   0.99997054  =   0.99992322
 OO0970!UTM  15      -   0.99995268  x   0.99960667  =   0.99955937
 OO0970
 OO0970|---------------------------------------------------------------------|
 OO0970| PID    Reference Object                     Distance      Geod. Az  |
 OO0970|                                                           dddmmss.s |
 OO0970| CI5253 CHARLES RM 2                         21.074 METERS 08944     |
 OO0970| OO0980 CHARLES PT A                         26.744 METERS 09558     |
 OO0970| CI5252 CHARLES RM 1                         38.862 METERS 18221     |
 OO0970| OO0973 FLOYD MUN TANK                      APPROX. 5.9 KM 3403203.2 |
 OO0970|---------------------------------------------------------------------|
 OO0970
 OO0970                          SUPERSEDED SURVEY CONTROL
 OO0970
 OO0970  NAD 83(1996)-  43 04 28.00907(N)    092 42 50.68216(W) AD(       ) 1
 OO0970  NAD 83(1986)-  43 04 28.00271(N)    092 42 50.67692(W) AD(       ) 1
 OO0970  NAD 27      -  43 04 28.11329(N)    092 42 50.00127(W) AD(       ) 1
 OO0970  NGVD 29 (07/19/86)  332.7    (m)         1092.     (f) VERT ANG       
 OO0970
 OO0970.Superseded values are not recommended for survey control.
 OO0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0970.See file dsdata.txt to determine how the superseded data were derived.
 OO0970
 OO0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2327769122(NAD 83)
 OO0970_MARKER: DD = SURVEY DISK
 OO0970_SETTING: 0 = UNSPECIFIED SETTING
 OO0970
 OO0970  HISTORY     - Date     Condition        Report By
 OO0970  HISTORY     - 1969     MONUMENTED       USGS
 OO0970
 OO0970                          STATION DESCRIPTION
 OO0970
 OO0970'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JLC)
 OO0970'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHEAST OF
 OO0970'FLOYD AND 2 MILES WEST-NORTHWEST OF CHARLES CITY IN THE
 OO0970'NORTHEAST 1/4 OF SECTION 3, T. 95 N., R. 16 W. ON THE PROPERTY
 OO0970'OF JOSEPH A. OCHS.
 OO0970'
 OO0970'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 OO0970'18 AND 218 IN CHARLES CITY, GO WEST AND NORTHWEST ON HIGHWAY
 OO0970'18 FOR 1.45 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST
 OO0970'ON A GRAVELED ROAD FOR 0.8 MILE TO MR. OCHS RESIDENCE ON THE
 OO0970'LEFT AND THE STATION.
 OO0970'
 OO0970'THE STATION MARK, A U.S. GEOLOGICAL SURVEY STATION DISK
 OO0970'STAMPED ET CHARLES 1969 CRIMPED TO THE TOP OF A LENGTH OF
 OO0970'COPPER COATED ROD ENCASED BY A 6-INCH TILE AND IS 2 INCHES
 OO0970'UNDER THE GROUND SURFACE.  IT IS 88.6 FEET NORTH-NORTHWEST
 OO0970'OF THE NORTHWEST CORNER OF A HOUSE, 40 FEET SOUTH OF THE
 OO0970'APPROXIMATE CENTER OF THE GRAVELED ROAD, 28 FEET EAST OF
 OO0970'THE APPROXIMATE CENTER OF A DRIVEWAY AND 12.2 FEET EAST OF
 OO0970'A POWER LINE POLE NUMBER 2863 G3.
 OO0970'
 OO0970'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 OO0970'STAMPED CHARLES NO 1 1969 CRIMPED TO THE TOP OF A LENGTH OF
 OO0970'COPPER COATED ROD ENCASED BY A 6-INCH TILE AND IS 2 INCHES UNDER
 OO0970'THE GROUND SURFACE.  IT IS 63.3 FEET SOUTHWEST OF THE NORTHWEST
 OO0970'CORNER OF THE HOUSE, 47 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 OO0970'CORNER OF THE HOUSE, 19 FEET EAST OF THE APPROXIMATE CENTER
 OO0970'OF THE DRIVEWAY AND 2 FEET EAST OF A POWER LINE POLE.
 OO0970'
 OO0970'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 OO0970'STAMPED CHARLES NO 2 1969 CRIMPED TO THE TOP OF A LENGTH
 OO0970'OF COPPER COATED ROD ENCASED BY A 6-INCH TILE AND IS 3 INCHES
 OO0970'UNDER THE GROUND SURFACE.  IT IS 97 FEET EAST OF THE APPROXIMATE
 OO0970'CENTER OF THE DRIVEWAY, 84.8 FEET NORTH-NORTHEAST OF THE
 OO0970'NORTHWEST CORNER OF THE HOUSE, 81 FEET EAST OF POWER LINE POLE
 OO0970'NUMBER 2863 G3 AND 39 FEET SOUTH OF THE APPROXIMATE CENTER OF
 OO0970'THE ROAD.
 OO0970'
 OO0970'NO AZIMUTH MARK WAS SET.
 OO0970'
 OO0970'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0966 ***********************************************************************
 OO0966  DESIGNATION -  CHARLES CITY AIRPORT BEACON
 OO0966  PID         -  OO0966
 OO0966  STATE/COUNTY-  IA/FLOYD
 OO0966  USGS QUAD   -  BASSETT (1971)
 OO0966
 OO0966                         *CURRENT SURVEY CONTROL
 OO0966  ___________________________________________________________________
 OO0966* NAD 83(1996)-  43 04 09.65137(N)    092 36 27.12741(W)     ADJUSTED  
 OO0966* NAVD 88     -       358.     (meters)    1175.     (feet)  VERTCON   
 OO0966  ___________________________________________________________________
 OO0966  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 OO0966  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 OO0966
 OO0966  HORZ ORDER  -  THIRD
 OO0966
 OO0966.This mark is at Charles City Municipal Airport (CCY)
 OO0966
 OO0966.The horizontal coordinates were established by classical geodetic methods
 OO0966.and adjusted by the National Geodetic Survey in May 1999..
 OO0966
 OO0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0966
 OO0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0966
 OO0966.The geoid height was determined by GEOID03.
 OO0966
 OO0966;                    North         East     Units Scale Factor Converg.
 OO0966;SPC IA N     - 1,174,704.703 1,572,686.996   MT  0.99996991   +0 36 17.5
 OO0966;UTM  15      - 4,768,590.509   531,953.162   MT  0.99961256   +0 16 04.8
 OO0966
 OO0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0966!SPC IA N     -   0.99994872  x   0.99996991  =   0.99991864
 OO0966!UTM  15      -   0.99994872  x   0.99961256  =   0.99956130
 OO0966
 OO0966                          SUPERSEDED SURVEY CONTROL
 OO0966
 OO0966  NAD 83(1996)-  43 04 09.65140(N)    092 36 27.12738(W) AD(       ) 4
 OO0966  NAD 83(1986)-  43 04 09.64595(N)    092 36 27.12132(W) AD(       ) 4
 OO0966  NAD 27      -  43 04 09.76192(N)    092 36 26.45884(W) AD(       ) 3
 OO0966  NGVD 29 (07/19/86)  358.     (m)         1175.     (f) VERT ANG       
 OO0966
 OO0966.Superseded values are not recommended for survey control.
 OO0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0966.See file dsdata.txt to determine how the superseded data were derived.
 OO0966
 OO0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3195368591(NAD 83)
 OO0966_MARKER: 21 = AIRPORT BEACON
 OO0966
 OO0966  HISTORY     - Date     Condition        Report By
 OO0966  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO0966
 OO0966                          STATION DESCRIPTION
 OO0966
 OO0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0966'THE AIRPORT BEACON, CHARLES CITY MUNICIPAL AIRPORT IS LOCATED
 OO0966'ABOUT 3 MILES EAST OF CHARLES CITY, 0.2 MILE NORTH OF U.S.
 OO0966'HIGHWAY 18 AND AT THE CHARLES CITY MUNICIPAL AIRPORT.
 OO0966'
 OO0966'TO REACH THE BEACON FROM THE JUNCTION OF U.S. HIGHWAYS 218 AND 18,
 OO0966'IN CHARLES CITY, GO NORTHEAST AND EAST ON U.S. HIGHWAY 18
 OO0966'FOR 3.65 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH
 OO0966'ON A PAVED ROAD FOR 0.2 MILE TO THE BEACON.
 OO0966'
 OO0966'THE STATION IS THE REVOLVING GREEN AND WHITE LIGHT WHICH IS
 OO0966'AT THE TOP OF A 4-LEGGED STRUCTUAL STEEL TOWER WHICH IS
 OO0966'PAINTED ALTERNATELY RED AND WHITE.  THE OVERALL HEIGHT OF
 OO0966'THE TOWER IS 60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0974 ***********************************************************************
 OO0974  DESIGNATION -  CHARLES CITY NE MUN TANK
 OO0974  PID         -  OO0974
 OO0974  STATE/COUNTY-  IA/FLOYD
 OO0974  USGS QUAD   -  CHARLES CITY (1971)
 OO0974
 OO0974                         *CURRENT SURVEY CONTROL
 OO0974  ___________________________________________________________________
 OO0974* NAD 83(1996)-  43 04 33.79350(N)    092 39 51.22928(W)     ADJUSTED  
 OO0974* NAVD 88     -       347.     (meters)    1138.     (feet)  VERTCON   
 OO0974  ___________________________________________________________________
 OO0974  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 OO0974  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 OO0974
 OO0974  HORZ ORDER  -  THIRD
 OO0974
 OO0974.The horizontal coordinates were established by classical geodetic methods
 OO0974.and adjusted by the National Geodetic Survey in May 1999..
 OO0974
 OO0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0974
 OO0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0974
 OO0974.The geoid height was determined by GEOID03.
 OO0974
 OO0974;                    North         East     Units Scale Factor Converg.
 OO0974;SPC IA N     - 1,175,402.460 1,568,062.252   MT  0.99997074   +0 33 59.2
 OO0974;UTM  15      - 4,769,315.193   527,334.262   MT  0.99960919   +0 13 45.6
 OO0974
 OO0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0974!SPC IA N     -   0.99995044  x   0.99997074  =   0.99992119
 OO0974!UTM  15      -   0.99995044  x   0.99960919  =   0.99955965
 OO0974
 OO0974                          SUPERSEDED SURVEY CONTROL
 OO0974
 OO0974  NAD 83(1996)-  43 04 33.79353(N)    092 39 51.22925(W) AD(       ) 4
 OO0974  NAD 83(1986)-  43 04 33.78750(N)    092 39 51.22373(W) AD(       ) 4
 OO0974  NAD 27      -  43 04 33.90134(N)    092 39 50.55364(W) AD(       ) 3
 OO0974  NGVD 29 (07/19/86)  347.     (m)         1138.     (f) VERT ANG       
 OO0974
 OO0974.Superseded values are not recommended for survey control.
 OO0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0974.See file dsdata.txt to determine how the superseded data were derived.
 OO0974
 OO0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2733469315(NAD 83)
 OO0974_MARKER: 53 = ELEVATED TANK
 OO0974
 OO0974  HISTORY     - Date     Condition        Report By
 OO0974  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO0974
 OO0974                          STATION DESCRIPTION
 OO0974
 OO0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0974'THE CHARLES CITY NORTHEAST MUNICIPAL WATER TANK IS LOCATED
 OO0974'0.35 MILE EAST OF THE RAILROAD STATION AT THE INTERSECTION
 OO0974'OF 13TH AVENUE AND F STREET.
 OO0974'
 OO0974'TO REACH THE TANK FROM THE COURTHOUSE, AT THE JUNCTION OF
 OO0974'STATE HIGHWAY 14, U.S. HIGHWAYS 18 AND 218, AND NORTH MAIN
 OO0974'STREET, GO NORTH ON NORTH MAIN STREET FOR 1.1 MILES TO 13TH
 OO0974'AVENUE ON THE RIGHT.  TURN RIGHT AND GO EAST ON 13TH AVENUE
 OO0974'FOR 0.35 MILE TO THE TANK ON THE LEFT.
 OO0974'
 OO0974'THE TANK IS PAINTED SILVER, WITH A RED TOP, ELLIPSOIDAL TOP
 OO0974'AND BOTTOM, 6 CHANNEL-LACED LEGS, 100 FEET HIGH, WITH THE
 OO0974'LEGEND CHARLES CITY ON THE SIDE, AND A BALL ON TOP.
 OO0974'
 OO0974'THE POINT INTERSECTED WAS THE BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0975 ***********************************************************************
 OO0975  DESIGNATION -  CHARLES CITY OLIVER CORP TANK
 OO0975  PID         -  OO0975
 OO0975  STATE/COUNTY-  IA/FLOYD
 OO0975  USGS QUAD   -  CHARLES CITY (1971)
 OO0975
 OO0975                         *CURRENT SURVEY CONTROL
 OO0975  ___________________________________________________________________
 OO0975* NAD 83(1996)-  43 04 25.79679(N)    092 39 59.90301(W)     ADJUSTED  
 OO0975* NAVD 88     -       364.     (meters)    1194.     (feet)  VERTCON   
 OO0975  ___________________________________________________________________
 OO0975  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 OO0975  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 OO0975
 OO0975  HORZ ORDER  -  THIRD
 OO0975
 OO0975.The horizontal coordinates were established by classical geodetic methods
 OO0975.and adjusted by the National Geodetic Survey in May 1999..
 OO0975
 OO0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0975
 OO0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0975
 OO0975.The geoid height was determined by GEOID03.
 OO0975
 OO0975;                    North         East     Units Scale Factor Converg.
 OO0975;SPC IA N     - 1,175,153.768 1,567,868.480   MT  0.99997046   +0 33 53.3
 OO0975;UTM  15      - 4,769,067.735   527,139.101   MT  0.99960906   +0 13 39.6
 OO0975
 OO0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0975!SPC IA N     -   0.99994778  x   0.99997046  =   0.99991824
 OO0975!UTM  15      -   0.99994778  x   0.99960906  =   0.99955686
 OO0975
 OO0975                          SUPERSEDED SURVEY CONTROL
 OO0975
 OO0975  NAD 83(1996)-  43 04 25.79682(N)    092 39 59.90298(W) AD(       ) 4
 OO0975  NAD 83(1986)-  43 04 25.79109(N)    092 39 59.89733(W) AD(       ) 4
 OO0975  NAD 27      -  43 04 25.90406(N)    092 39 59.22739(W) AD(       ) 3
 OO0975  NGVD 29 (07/19/86)  364.     (m)         1194.     (f) VERT ANG       
 OO0975
 OO0975.Superseded values are not recommended for survey control.
 OO0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0975.See file dsdata.txt to determine how the superseded data were derived.
 OO0975
 OO0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2713969068(NAD 83)
 OO0975_MARKER: 53 = ELEVATED TANK
 OO0975
 OO0975  HISTORY     - Date     Condition        Report By
 OO0975  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO0975
 OO0975                          STATION DESCRIPTION
 OO0975
 OO0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0975'THE CHARLES CITY OLIVER FARM IMPLEMENT CORPORATION WATER
 OO0975'TANK IS LOCATED IN THE NORTHEAST SECTION OF TOWN, IN THE
 OO0975'APPROXIMATE CENTER OF THE COMPANY COMPLEX.
 OO0975'
 OO0975'TO REACH THE TANK FROM THE COURTHOUSE, AT THE JUNCTION OF
 OO0975'STATE HIGHWAY 14, U.S. HIGHWAYS 18 AND 218, AND NORTH MAIN
 OO0975'STREET, GO NORTH ON NORTH MAIN STREET FOR 1.1 MILES TO 13TH
 OO0975'AVENUE FOR 0.25 MILE TO ITS JUNCTION WITH E STREET.  TURN
 OO0975'RIGHT AND GO SOUTH ON E STREET FOR 0.1 MILE TO THE TANK ON
 OO0975'THE RIGHT.
 OO0975'
 OO0975'THE TANK IS LOCATED ON TOP OF THE MACHINE SHOP BUILDING,
 OO0975'PAINTED SILVER, A RED CONICAL ROOF, 4 CHANNEL-LACED LEGS,
 OO0975'A BALL ON TOP, WITH AN ORANGE AND BLACK DESIGN AND THE LEGEND
 OO0975'OLIVER ON ITS SIDES.
 OO0975'
 OO0975'THE POINT INTERSECTED WAS THE BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0976 ***********************************************************************
 OO0976  DESIGNATION -  CHARLES CITY OLIVER CORP STACK
 OO0976  PID         -  OO0976
 OO0976  STATE/COUNTY-  IA/FLOYD
 OO0976  USGS QUAD   -  CHARLES CITY (1971)
 OO0976
 OO0976                         *CURRENT SURVEY CONTROL
 OO0976  ___________________________________________________________________
 OO0976* NAD 83(1996)-  43 04 25.09426(N)    092 40 14.31666(W)     ADJUSTED  
 OO0976* NAVD 88     -       367.     (meters)    1204.     (feet)  VERTCON   
 OO0976  ___________________________________________________________________
 OO0976  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 OO0976  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 OO0976
 OO0976  HORZ ORDER  -  THIRD
 OO0976
 OO0976.The horizontal coordinates were established by classical geodetic methods
 OO0976.and adjusted by the National Geodetic Survey in May 1999..
 OO0976
 OO0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0976
 OO0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0976
 OO0976.The geoid height was determined by GEOID03.
 OO0976
 OO0976;                    North         East     Units Scale Factor Converg.
 OO0976;SPC IA N     - 1,175,128.883 1,567,542.636   MT  0.99997044   +0 33 43.5
 OO0976;UTM  15      - 4,769,044.777   526,813.234   MT  0.99960884   +0 13 29.8
 OO0976
 OO0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0976!SPC IA N     -   0.99994731  x   0.99997044  =   0.99991775
 OO0976!UTM  15      -   0.99994731  x   0.99960884  =   0.99955617
 OO0976
 OO0976                          SUPERSEDED SURVEY CONTROL
 OO0976
 OO0976  NAD 83(1996)-  43 04 25.09428(N)    092 40 14.31663(W) AD(       ) 4
 OO0976  NAD 83(1986)-  43 04 25.08846(N)    092 40 14.31088(W) AD(       ) 4
 OO0976  NAD 27      -  43 04 25.20138(N)    092 40 13.64072(W) AD(       ) 3
 OO0976  NGVD 29 (07/19/86)  367.     (m)         1204.     (f) VERT ANG       
 OO0976
 OO0976.Superseded values are not recommended for survey control.
 OO0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0976.See file dsdata.txt to determine how the superseded data were derived.
 OO0976
 OO0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2681369045(NAD 83)
 OO0976_MARKER: 63 = STACK
 OO0976
 OO0976  HISTORY     - Date     Condition        Report By
 OO0976  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO0976
 OO0976                          STATION DESCRIPTION
 OO0976
 OO0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0976'THE CHARLES CITY OLIVER FARM IMPLEMENT CORPORATION STACK IS
 OO0976'LOCATED IN THE NORTH-CENTRAL SECTION OF TOWN, AT THE WEST
 OO0976'END OF THE FACTORY COMPLEX.
 OO0976'
 OO0976'TO REACH THE STACK FROM THE COURTHOUSE, AT THE JUNCTION OF
 OO0976'STATE HIGHWAY 14, U.S. HIGHWAYS 18 AND 218, AND NORTH MAIN
 OO0976'STREET, GO NORTH ON NORTH MAIN STREET FOR 1 MILE TO THE WEST END
 OO0976'OF THE FACTORY COMPLEX AND THE STACK ABOUT 500 FEET TO THE EAST.
 OO0976'
 OO0976'THE STACK IS ATOP THE POWER PLANT, CEMENT, ABOUT 150 FEET HIGH
 OO0976'WITH THE TOP 30 FEET PAINTED BLACK AND UNLIGHTED.
 OO0976'
 OO0976'THE POINT INTERSECTED WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0977 ***********************************************************************
 OO0977  DESIGNATION -  CHARLES CITY RAD STA KCHA MAST
 OO0977  PID         -  OO0977
 OO0977  STATE/COUNTY-  IA/FLOYD
 OO0977  USGS QUAD   -  CHARLES CITY (1971)
 OO0977
 OO0977                         *CURRENT SURVEY CONTROL
 OO0977  ___________________________________________________________________
 OO0977* NAD 83(1996)-  43 03 11.80821(N)    092 40 14.53335(W)     ADJUSTED  
 OO0977* NAVD 88     -       346.     (meters)    1135.     (feet)  VERTCON   
 OO0977  ___________________________________________________________________
 OO0977  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 OO0977  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 OO0977
 OO0977  HORZ ORDER  -  THIRD
 OO0977
 OO0977.The horizontal coordinates were established by classical geodetic methods
 OO0977.and adjusted by the National Geodetic Survey in May 1999..
 OO0977
 OO0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0977
 OO0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0977
 OO0977.The geoid height was determined by GEOID03.
 OO0977
 OO0977;                    North         East     Units Scale Factor Converg.
 OO0977;SPC IA N     - 1,172,867.447 1,567,559.918   MT  0.99996798   +0 33 43.4
 OO0977;UTM  15      - 4,766,784.093   526,817.205   MT  0.99960885   +0 13 29.3
 OO0977
 OO0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0977!SPC IA N     -   0.99995061  x   0.99996798  =   0.99991859
 OO0977!UTM  15      -   0.99995061  x   0.99960885  =   0.99955948
 OO0977
 OO0977                          SUPERSEDED SURVEY CONTROL
 OO0977
 OO0977  NAD 83(1996)-  43 03 11.80823(N)    092 40 14.53332(W) AD(       ) 4
 OO0977  NAD 83(1986)-  43 03 11.80210(N)    092 40 14.52795(W) AD(       ) 4
 OO0977  NAD 27      -  43 03 11.91512(N)    092 40 13.85278(W) AD(       ) 3
 OO0977  NGVD 29 (07/19/86)  346.     (m)         1135.     (f) VERT ANG       
 OO0977
 OO0977.Superseded values are not recommended for survey control.
 OO0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0977.See file dsdata.txt to determine how the superseded data were derived.
 OO0977
 OO0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2681766784(NAD 83)
 OO0977_MARKER: 42 = RADIO/TV MAST
 OO0977
 OO0977  HISTORY     - Date     Condition        Report By
 OO0977  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO0977
 OO0977                          STATION DESCRIPTION
 OO0977
 OO0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0977'THE CHARLES CITY RADIO STATION KCHA MAST IS LOCATED IN THE
 OO0977'SOUTHEAST CORNER OF CHARLES CITY, IN SECTION 17, T 95 N,
 OO0977'R 15 W.
 OO0977'
 OO0977'TO REACH THE STATION FROM THE COURTHOUSE, AT THE JUNCTION OF U.S.
 OO0977'HIGHWAYS 18 AND 218, AND STATE HIGHWAY 14, GO EAST ON HIGHWAY
 OO0977'218 FOR 1.0 MILE TO A DIRT ROAD LEFT.  TURN LEFT AND GO
 OO0977'NORTH ON STONEY POINT ROAD FOR 0.1 MILE TO THE MAST ON THE RIGHT.
 OO0977'
 OO0977'THE MAST IS A 3-LEGGED, SINGLE COLUMN STRUCTURE, GUYED, PAINTED
 OO0977'RED AND WHITE, 150 FEET HIGH, WITH A RED LIGHT AT THE APEX.
 OO0977'
 OO0977'THE POINT INTERSECTED WAS THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0979 ***********************************************************************
 OO0979  DESIGNATION -  CHARLES CITY SALSBURY LAB TANK
 OO0979  PID         -  OO0979
 OO0979  STATE/COUNTY-  IA/FLOYD
 OO0979  USGS QUAD   -  CHARLES CITY (1971)
 OO0979
 OO0979                         *CURRENT SURVEY CONTROL
 OO0979  ___________________________________________________________________
 OO0979* NAD 83(1996)-  43 03 27.68021(N)    092 41 32.02115(W)     ADJUSTED  
 OO0979* NAVD 88     -       338.     (meters)    1109.     (feet)  VERTCON   
 OO0979  ___________________________________________________________________
 OO0979  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 OO0979  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 OO0979
 OO0979  HORZ ORDER  -  THIRD
 OO0979
 OO0979.The horizontal coordinates were established by classical geodetic methods
 OO0979.and adjusted by the National Geodetic Survey in May 1999..
 OO0979
 OO0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0979
 OO0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0979
 OO0979.The geoid height was determined by GEOID03.
 OO0979
 OO0979;                    North         East     Units Scale Factor Converg.
 OO0979;SPC IA N     - 1,173,340.231 1,565,801.774   MT  0.99996850   +0 32 50.9
 OO0979;UTM  15      - 4,767,267.045   525,062.507   MT  0.99960773   +0 12 36.5
 OO0979
 OO0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0979!SPC IA N     -   0.99995186  x   0.99996850  =   0.99992036
 OO0979!UTM  15      -   0.99995186  x   0.99960773  =   0.99955961
 OO0979
 OO0979                          SUPERSEDED SURVEY CONTROL
 OO0979
 OO0979  NAD 83(1996)-  43 03 27.68024(N)    092 41 32.02112(W) AD(       ) 4
 OO0979  NAD 83(1986)-  43 03 27.67449(N)    092 41 32.01558(W) AD(       ) 4
 OO0979  NAD 27      -  43 03 27.78517(N)    092 41 31.33929(W) AD(       ) 3
 OO0979  NGVD 29 (07/19/86)  338.     (m)         1109.     (f) VERT ANG       
 OO0979
 OO0979.Superseded values are not recommended for survey control.
 OO0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0979.See file dsdata.txt to determine how the superseded data were derived.
 OO0979
 OO0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2506367267(NAD 83)
 OO0979_MARKER: 53 = ELEVATED TANK
 OO0979
 OO0979  HISTORY     - Date     Condition        Report By
 OO0979  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO0979
 OO0979                          STATION DESCRIPTION
 OO0979
 OO0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0979'THE CHARLES CITY SALSBURY LABORATORIES WATER TANK IS LOCATED
 OO0979'AT THE SOUTHWEST EDGE OF CHARLES CITY, ABOUT 0.1 MILE SOUTH
 OO0979'OF TRIANGULATION STATION SALSBURY.
 OO0979'
 OO0979'TO REACH THE TANK FROM THE COURTHOUSE, AT THE JUNCTION OF
 OO0979'STATE HIGHWAY 14 AND U.S. HIGHWAYS 18 AND 218, GO SOUTHWEST AND
 OO0979'WEST ON HIGHWAY 14 FOR 0.9 MILE TO THE EAST DRIVEWAY LEADING TO
 OO0979'THE LABORATORIES AND THE TANK ABOUT 0.1 MILE TO THE SOUTH.
 OO0979'
 OO0979'THE SILVER TANK HAS AN ELLIPSOIDAL TOP, FOUR CHANNEL-LACED
 OO0979'LEGS, 100 FEET HIGH WITH A BALL ON TOP.  THE TANK HAS A FIVE
 OO0979'FOOT HIGH BLUE BAND AROUND THE TANK WITH A LARGE BLACK S IN
 OO0979'THE MIDDLE OF THE BAND.
 OO0979'
 OO0979'THE POINT INTERSECTED WAS THE BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1315 ***********************************************************************
 OO1315  DESIGNATION -  CHARLPORT
 OO1315  PID         -  OO1315
 OO1315  STATE/COUNTY-  IA/FLOYD
 OO1315  USGS QUAD   -  BASSETT (1971)
 OO1315
 OO1315                         *CURRENT SURVEY CONTROL
 OO1315  ___________________________________________________________________
 OO1315* NAD 83(1996)-  43 04 21.35481(N)    092 36 34.46762(W)     ADJUSTED  
 OO1315* NAVD 88     -       340.2    (meters)    1116.     (feet)  VERTCON   
 OO1315  ___________________________________________________________________
 OO1315  X           -    -212,473.334 (meters)                     COMP
 OO1315  Y           -  -4,661,835.516 (meters)                     COMP
 OO1315  Z           -   4,333,607.964 (meters)                     COMP
 OO1315  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 OO1315  ELLIP HEIGHT-         309.20  (meters)          (05/06/99) GPS OBS
 OO1315  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 OO1315
 OO1315  HORZ ORDER  -  THIRD
 OO1315  ELLP ORDER  -  FOURTH    CLASS I
 OO1315
 OO1315.This mark is at Charles City Municipal Airport (CCY)
 OO1315
 OO1315.The horizontal coordinates were established by GPS observations
 OO1315.and adjusted by the National Geodetic Survey in May 1999..
 OO1315
 OO1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1315
 OO1315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1315
 OO1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1315
 OO1315.The ellipsoidal height was determined by GPS observations
 OO1315.and is referenced to NAD 83.
 OO1315
 OO1315.The geoid height was determined by GEOID03.
 OO1315
 OO1315;                    North         East     Units Scale Factor Converg.
 OO1315;SPC IA N     - 1,175,064.083 1,572,517.136   MT  0.99997031   +0 36 12.5
 OO1315;UTM  15      - 4,768,950.753   531,785.477   MT  0.99961243   +0 15 59.9
 OO1315
 OO1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1315!SPC IA N     -   0.99995151  x   0.99997031  =   0.99992182
 OO1315!UTM  15      -   0.99995151  x   0.99961243  =   0.99956396
 OO1315
 OO1315|---------------------------------------------------------------------|
 OO1315| PID    Reference Object                     Distance      Geod. Az  |
 OO1315|                                                           dddmmss.s |
 OO1315| OO1316 CHARLPORT AZ MK                     387.634 METERS 12539     |
 OO1315|---------------------------------------------------------------------|
 OO1315
 OO1315                          SUPERSEDED SURVEY CONTROL
 OO1315
 OO1315  NAD 83(1996)-  43 04 21.35481(N)    092 36 34.46762(W) AD(       ) 3
 OO1315  NAD 83(1986)-  43 04 21.34935(N)    092 36 34.46275(W) AD(       ) 3
 OO1315  NGVD 29 (07/09/90)  340.2    (m)         1116.     (f) GPS OBS        
 OO1315
 OO1315.Superseded values are not recommended for survey control.
 OO1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1315.See file dsdata.txt to determine how the superseded data were derived.
 OO1315
 OO1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3178568951(NAD 83)
 OO1315_MARKER: DS = TRIANGULATION STATION DISK
 OO1315_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO1315_SP_SET: CONCRETE HEADWALL OF CATCH BAS
 OO1315_STAMPING: CHARLPORT 1989
 OO1315_MARK LOGO: NGS   
 OO1315_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1315+STABILITY: SURFACE MOTION
 OO1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1315+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OO1315
 OO1315  HISTORY     - Date     Condition        Report By
 OO1315  HISTORY     - 1989     MONUMENTED       NGS
 OO1315
 OO1315                          STATION DESCRIPTION
 OO1315
 OO1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OO1315'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) EAST OF CHARLES CITY AT
 OO1315'THE CHARLES CITY MUNICIPAL AIRPORT AND IN THE SOUTH CORNER OF A CATCH
 OO1315'BASIN.  OWNERSHIP--CITY OF CHARLES CITY, CHARLES CITY, IA 50616, PHONE
 OO1315'(515) 228-3553.  AIRPORT MANAGER IS BILL KYLE.
 OO1315'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 218 AND 18, ON
 OO1315'THE EAST SIDE OF CHARLES CITY, GO EAST ON US HIGHWAY 18 FOR 5.8 KM
 OO1315'(3.60 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, ON
 OO1315'THE ENTRANCE ROAD TO THE ROADS END AT A GATE.  PASS THROUGH THE GATE
 OO1315'ONTO THE APRON, THEN CONTINUE AHEAD, NORTHEAST, TO THE TAXIWAY.  TURN
 OO1315'LEFT ON THE TAXIWAY FOR 0.5 KM (0.30 MI) TO A CATCH BASIN LOCATED
 OO1315'BETWEEN THE TAXIWAY AND RUNWAY AND THE STATION ON THE RIGHT.
 OO1315'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL STATION MARK DISK.
 OO1315'LOCATED 36.4 M (119.4 FT) NORTHEAST OF THE CENTER OF THE TAXIWAY AND
 OO1315'0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST.
 OO1315'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OO1315'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1316 ***********************************************************************
 OO1316  DESIGNATION -  CHARLPORT AZ MK
 OO1316  PID         -  OO1316
 OO1316  STATE/COUNTY-  IA/FLOYD
 OO1316  USGS QUAD   -  BASSETT (1971)
 OO1316
 OO1316                         *CURRENT SURVEY CONTROL
 OO1316  ___________________________________________________________________
 OO1316* NAD 83(1996)-  43 04 14.03459(N)    092 36 20.54395(W)     ADJUSTED  
 OO1316* NAVD 88     -       339.6    (meters)    1114.     (feet)  VERTCON   
 OO1316  ___________________________________________________________________
 OO1316  X           -    -212,165.638 (meters)                     COMP
 OO1316  Y           -  -4,662,003.563 (meters)                     COMP
 OO1316  Z           -   4,333,442.562 (meters)                     COMP
 OO1316  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 OO1316  ELLIP HEIGHT-         308.65  (meters)          (05/06/99) GPS OBS
 OO1316  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 OO1316
 OO1316  HORZ ORDER  -  THIRD
 OO1316  ELLP ORDER  -  FOURTH    CLASS I
 OO1316
 OO1316.This mark is at Charles City Municipal Airport (CCY)
 OO1316
 OO1316.The horizontal coordinates were established by GPS observations
 OO1316.and adjusted by the National Geodetic Survey in May 1999..
 OO1316
 OO1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1316
 OO1316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1316
 OO1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1316
 OO1316.The ellipsoidal height was determined by GPS observations
 OO1316.and is referenced to NAD 83.
 OO1316
 OO1316.The geoid height was determined by GEOID03.
 OO1316
 OO1316;                    North         East     Units Scale Factor Converg.
 OO1316;SPC IA N     - 1,174,841.529 1,572,834.502   MT  0.99997006   +0 36 22.0
 OO1316;UTM  15      - 4,768,726.417   532,101.416   MT  0.99961268   +0 16 09.4
 OO1316
 OO1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1316!SPC IA N     -   0.99995160  x   0.99997006  =   0.99992166
 OO1316!UTM  15      -   0.99995160  x   0.99961268  =   0.99956430
 OO1316
 OO1316|---------------------------------------------------------------------|
 OO1316| PID    Reference Object                     Distance      Geod. Az  |
 OO1316|                                                           dddmmss.s |
 OO1316| OO1315 CHARLPORT                           387.634 METERS 30539     |
 OO1316|---------------------------------------------------------------------|
 OO1316
 OO1316                          SUPERSEDED SURVEY CONTROL
 OO1316
 OO1316  NAD 83(1996)-  43 04 14.03459(N)    092 36 20.54395(W) AD(       ) 3
 OO1316  NAD 83(1986)-  43 04 14.02913(N)    092 36 20.53908(W) AD(       ) 3
 OO1316  NGVD 29 (07/09/90)  339.6    (m)         1114.     (f) GPS OBS        
 OO1316
 OO1316.Superseded values are not recommended for survey control.
 OO1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1316.See file dsdata.txt to determine how the superseded data were derived.
 OO1316
 OO1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3210168726(NAD 83)
 OO1316_MARKER: I = METAL ROD
 OO1316_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OO1316_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OO1316_STAMPING: CHARLPORT AZ MK 1989
 OO1316_MARK LOGO: NGS   
 OO1316_PROJECTION: FLUSH
 OO1316_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1316+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OO1316_ROD/PIPE-DEPTH: 6.9  meters
 OO1316_SLEEVE-DEPTH  : 0.91 meters
 OO1316
 OO1316  HISTORY     - Date     Condition        Report By
 OO1316  HISTORY     - 1989     MONUMENTED       NGS
 OO1316
 OO1316                          STATION DESCRIPTION
 OO1316
 OO1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OO1316'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) EAST OF CHARLES CITY AT
 OO1316'THE CHARLES CITY MUNICIPAL AIRPORT AND NEAR THE SOUTHEAST END OF
 OO1316'RUNWAY 30.  OWNERSHIP--CITY OF CHARLES CITY, CHARLES CITY, IA 50616,
 OO1316'PHONE (515) 228-3553. THE AIRPORT MANAGER IS BILL KYLE.
 OO1316'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 218 AND 18, ON
 OO1316'THE EAST SIDE OF CHARLES CITY, GO EAST ON US HIGHWAY 18 FOR 5.8 KM
 OO1316'(3.60 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, ON
 OO1316'THE ENTRANCE ROAD TO THE ROADS END AT A GATE.  PASS THROUGH THE GATE
 OO1316'ONTO THE APRON, THEN CONTINUE AHEAD, NORTHEAST, ONTO THE TAXIWAY TO
 OO1316'THE END OF RUNWAY 30 AND THE STATION ON THE LEFT.
 OO1316'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 OO1316'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 OO1316'LOCATED 29.85 M (97.9 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY, 10.1
 OO1316'M (33.1 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE RAMP, 4.5 M
 OO1316'(14.8 FT) SOUTHWEST OF A RAMP LIGHT AND 4.5 M (14.8 FT) SOUTHWEST OF A
 OO1316'FIBERGLASS WITNESS POST.
 OO1316'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OO1316'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0652 ***********************************************************************
 NL0652  DESIGNATION -  CHARTER
 NL0652  PID         -  NL0652
 NL0652  STATE/COUNTY-  IA/CRAWFORD
 NL0652  USGS QUAD   -  CHARTER OAK (1971)
 NL0652
 NL0652                         *CURRENT SURVEY CONTROL
 NL0652  ___________________________________________________________________
 NL0652* NAD 83(1996)-  42 02 05.90552(N)    095 36 52.37109(W)     ADJUSTED  
 NL0652* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 NL0652  ___________________________________________________________________
 NL0652  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 NL0652  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 NL0652
 NL0652  HORZ ORDER  -  SECOND
 NL0652
 NL0652.The horizontal coordinates were established by classical geodetic methods
 NL0652.and adjusted by the National Geodetic Survey in May 1999..
 NL0652
 NL0652.The orthometric height was scaled from a topographic map.
 NL0652
 NL0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0652
 NL0652.The geoid height was determined by GEOID03.
 NL0652
 NL0652;                    North         East     Units Scale Factor Converg.
 NL0652;SPC IA N     - 1,061,612.826 1,324,921.314   MT  1.00000590   -1 25 59.2
 NL0652;UTM  15      - 4,656,966.878   283,580.109   MT  1.00017636   -1 45 04.8
 NL0652
 NL0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0652!SPC IA N     -   0.99993418  x   1.00000590  =   0.99994008
 NL0652!UTM  15      -   0.99993418  x   1.00017636  =   1.00011053
 NL0652
 NL0652:                Primary Azimuth Mark                     Grid Az
 NL0652:SPC IA N     -  IMMANUEL EV LUTHER KIRCHE                001 58 33.4
 NL0652:UTM  15      -  IMMANUEL EV LUTHER KIRCHE                002 17 39.0
 NL0652
 NL0652|---------------------------------------------------------------------|
 NL0652| PID    Reference Object                     Distance      Geod. Az  |
 NL0652|                                                           dddmmss.s |
 NL0652| NL0650 IMMANUEL EV LUTHER KIRCHE           APPROX.11.4 KM 0003234.2 |
 NL0652| NL0651 ST PAULS LUTHERAN CH STEEPLE        APPROX.12.1 KM 0365437.2 |
 NL0652| CO2845 CHARTER RM 2                         29.506 METERS 03728     |
 NL0652| CO2843 CHARTER AZ MK                                      0570244.5 |
 NL0652| CO2844 CHARTER RM 1                         23.997 METERS 17456     |
 NL0652|---------------------------------------------------------------------|
 NL0652
 NL0652                          SUPERSEDED SURVEY CONTROL
 NL0652
 NL0652  NAD 83(1996)-  42 02 05.90602(N)    095 36 52.37273(W) AD(       ) 2
 NL0652  NAD 83(1986)-  42 02 05.90661(N)    095 36 52.37294(W) AD(       ) 2
 NL0652  NAD 27      -  42 02 05.94200(N)    095 36 51.35900(W) AD(       ) 2
 NL0652
 NL0652.Superseded values are not recommended for survey control.
 NL0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0652.See file dsdata.txt to determine how the superseded data were derived.
 NL0652
 NL0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG8358056967(NAD 83)
 NL0652_MARKER: DS = TRIANGULATION STATION DISK
 NL0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0652_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0652
 NL0652  HISTORY     - Date     Condition        Report By
 NL0652  HISTORY     - 1950     MONUMENTED       CGS
 NL0652  HISTORY     - 1971     POOR             USGS
 NL0652  HISTORY     - 1972     SEE DESCRIPTION  NGS
 NL0652
 NL0652                          STATION DESCRIPTION
 NL0652
 NL0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0652'THE STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF THE TOWN
 NL0652'OF UTE, 3 MILES SOUTHWEST OF CHARTER OAK AND ON LAND OWNED
 NL0652'BY MR. LEO ADAMS.  IT IS 33 FEET WEST OF THE CENTERLINE OF THE
 NL0652'ROAD, 11 FEET WEST OF A TELEPHONE POLE, 7 FEET NORTHWEST OF
 NL0652'A WITNESS POST AND 4 FEET WEST OF THE FENCE.  THE MARK IS ABOUT
 NL0652'12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 NL0652'STAMPED CHARTER 1950.
 NL0652'
 NL0652'REFERENCE MARK NO. 1 IS 26 FEET WEST OF THE CENTERLINE OF THE
 NL0652'ROAD, 6 FEET NORTH-NORTHEAST OF A TELEPHONE POLE AND 3 FEET
 NL0652'EAST OF THE FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 NL0652'STAMPED CHARTER NO 1 1950.
 NL0652'
 NL0652'REFERENCE MARK NO. 2 IS 26 FEET EAST OF THE CENTERLINE OF THE
 NL0652'ROAD, 4 FEET WEST OF A POWERLINE POLE AND 1 FOOT WEST OF THE
 NL0652'FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 NL0652'CHARTER NO 2 1950.
 NL0652'
 NL0652'AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 NL0652'8.6 FEET WEST OF A TELEPHONE POLE AND 1 FOOT NORTH OF THE
 NL0652'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NL0652'CHARTER 1950.
 NL0652'
 NL0652'TO REACH FORM CHARTER OAK, FROM THE MAIN INTERSECTION JUST
 NL0652'SOUTHWEST OF THE FARMERS STATE BANK, GO WEST 0.2 MILE TO A LARGE
 NL0652'BRICK CHURCH ON THE LEFT, TURN LEFT (SOUTH) ON A GRAVELED
 NL0652'ROAD 2.2 MILES TO CROSSROADS, TURN RIGHT (WEST) ON DIRT ROAD
 NL0652'0.75 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST 0.25
 NL0652'MILE TO A T-INTERSECTION, TURN LEFT (SOUTH) 0.15 MILE TO TOP OF
 NL0652'HILL AND THE STATION ON THE RIGHT.
 NL0652'
 NL0652'A 4 FT. SIGNAL AT UTE, MAPLETON, BERNE, RICKETTS AND HANOVER
 NL0652'IS V.G.
 NL0652'
 NL0652'A 100 FT. SIGNAL AT WILLOW IS V.G.
 NL0652'
 NL0652'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NL0652
 NL0652                          STATION RECOVERY (1971)
 NL0652
 NL0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JHR)
 NL0652'ALL MARKS HAVE BEEN DISTURBED.  ANGLES DO NOT CHECK
 NL0652
 NL0652                          STATION RECOVERY (1972)
 NL0652
 NL0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NL0652'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 NL0652'WERE FOUND LYING ON TOP THE GROUND.  AN ATTEMPT WAS MADE TO
 NL0652'RECOVER THE SUB-SURFACE STATION MARK WITH AN INVERSE USING
 NL0652'THE UTE, MUN WATER TANK AND WAS UNABLE TO RECOVER THE MARK.  THE
 NL0652'STATION SITE FALLS IN A CUT OUT IN THE HILL FOR A DRIVEWAY AND
 NL0652'IT IS BELIEVED THE DRIVEWAY WAS CUT DOWN DEEP ENOUGH TO DESTROY
 NL0652'THE SUB-SURFACE STATION MARK.
 NL0652'
 NL0652'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 NL0652'OF CHARTER OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1626 ***********************************************************************
 NM1626  DESIGNATION -  CHENHALL
 NM1626  PID         -  NM1626
 NM1626  STATE/COUNTY-  IA/SIOUX
 NM1626  USGS QUAD   -  MAURICE (1985)
 NM1626
 NM1626                         *CURRENT SURVEY CONTROL
 NM1626  ___________________________________________________________________
 NM1626* NAD 83(1996)-  42 58 03.64757(N)    096 14 18.31836(W)     ADJUSTED  
 NM1626* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 NM1626  ___________________________________________________________________
 NM1626  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 NM1626  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 NM1626
 NM1626  HORZ ORDER  -  FIRST
 NM1626
 NM1626.The horizontal coordinates were established by classical geodetic methods
 NM1626.and adjusted by the National Geodetic Survey in May 1999..
 NM1626
 NM1626.The orthometric height was scaled from a topographic map.
 NM1626
 NM1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1626
 NM1626.The geoid height was determined by GEOID03.
 NM1626
 NM1626;                    North         East     Units Scale Factor Converg.
 NM1626;SPC IA N     - 1,166,644.791 1,276,637.653   MT  0.99995905   -1 51 21.4
 NM1626;UTM  14      - 4,760,926.546   725,215.952   MT  1.00022403   +1 52 58.9
 NM1626
 NM1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1626!SPC IA N     -   0.99993524  x   0.99995905  =   0.99989429
 NM1626!UTM  14      -   0.99993524  x   1.00022403  =   1.00015925
 NM1626
 NM1626:                Primary Azimuth Mark                     Grid Az
 NM1626:SPC IA N     -  SIOUX CENTER MUNICIPAL TANK              023 53 24.8
 NM1626:UTM  14      -  SIOUX CENTER MUNICIPAL TANK              020 09 04.5
 NM1626
 NM1626|---------------------------------------------------------------------|
 NM1626| PID    Reference Object                     Distance      Geod. Az  |
 NM1626|                                                           dddmmss.s |
 NM1626| OQ0607 SIOUX CENTER MUNICIPAL TANK         APPROX.13.5 KM 0220203.4 |
 NM1626| OQ0609 SIOUX CENTER FIRST REFORMED CH      APPROX.12.9 KM 0231702.3 |
 NM1626| OQ0606 ORANGE CITY MUNICIPAL TANK          APPROX.14.9 KM 0741144.3 |
 NM1626| OQ0605 ORANGE CITY SIOUX CO CTHSE          APPROX.15.2 KM 0741632.5 |
 NM1626| NM1627 MAURICE MUNICIPAL TANK              APPROX. 4.8 KM 0860510.3 |
 NM1626| NM1614 ALTON MUNICIPAL STANDPIPE           APPROX.18.1 KM 0861738.5 |
 NM1626| NL0694 GRANVILLE ST JOSEPH CATH CH         APPROX.29.8 KM 0863900.3 |
 NM1626| CO2850 CHENHALL RM 1                        37.068 METERS 10246     |
 NM1626| CO2849 CHENHALL AZ MK                                     2251754.5 |
 NM1626| CO2851 CHENHALL RM 2                        38.220 METERS 25816     |
 NM1626| NM1649 IRETON MUNICIPAL TANK               APPROX. 6.5 KM 2751108.7 |
 NM1626|---------------------------------------------------------------------|
 NM1626
 NM1626                          SUPERSEDED SURVEY CONTROL
 NM1626
 NM1626  NAD 83(1996)-  42 58 03.64758(N)    096 14 18.31836(W) AD(       ) 1
 NM1626  NAD 83(1996)-  42 58 03.64736(N)    096 14 18.31697(W) AD(       ) 1
 NM1626  NAD 83(1996)-  42 58 03.64715(N)    096 14 18.31475(W) AD(       ) 1
 NM1626  NAD 83(1986)-  42 58 03.64942(N)    096 14 18.31061(W) AD(       ) 1
 NM1626  NAD 27      -  42 58 03.69300(N)    096 14 17.23100(W) AD(       ) 1
 NM1626
 NM1626.Superseded values are not recommended for survey control.
 NM1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1626.See file dsdata.txt to determine how the superseded data were derived.
 NM1626
 NM1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN2521660927(NAD 83)
 NM1626_MARKER: DS = TRIANGULATION STATION DISK
 NM1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1626
 NM1626  HISTORY     - Date     Condition        Report By
 NM1626  HISTORY     - 1934     MONUMENTED       CGS
 NM1626  HISTORY     - 1949     GOOD             CGS
 NM1626
 NM1626                          STATION DESCRIPTION
 NM1626
 NM1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM1626'STATION IS LOCATED 3 MILES DUE WEST OF MAURICE, IN THE SOUTH
 NM1626'SIDE OF THE SOUTHEAST QUARTER OF SECTION 11, T. 94 N., R. 46
 NM1626'W., ON LAND OWNED BY MR. CHENHALL WHO LIVES IN SPENCER, IOWA.
 NM1626'THE LAND IS RENTED BY HIS TWO BROTHERS WHO LIVE ACROSS THE
 NM1626'ROAD, SOUTH OF STATION.  STATION IS NEAR THE SOUTHWEST CORNER
 NM1626'OF A GROVE OF TREES, 60 FEET NORTH OF CENTERLINE OF ROAD
 NM1626'LEADING TO STATION, 43 FEET NORTHWEST OF POWER-LINE POLE WITH
 NM1626'WARNING SIGN ON IT, AND 25 FEET NORTH OF AN EAST-AND-WEST
 NM1626'WIRE FENCE LINE.  MARK PROJECTS APPROXIMATELY 6 INCHES ABOVE
 NM1626'GROUND.
 NM1626'
 NM1626'TO REACH FROM THE POST OFFICE IN MAURICE, GO NORTH 2 BLOCKS,
 NM1626'THEN TURN LEFT AND GO WEST 2.7 MILES TO CROSSROADS, CONTINUE
 NM1626'WEST 0.25 MILE TO TOP OF HILL AND STATION.  THERE IS A GATE
 NM1626'ENTERING FIELD ABOUT 0.1 MILE EAST OF STATION.
 NM1626'
 NM1626'REFERENCE MARK NO. 1 IS 37.068 METERS (121.61 FEET) EAST-SOUTHEAST
 NM1626'OF STATION, IN EAST-AND-WEST FENCE LINE TO NORTH OF ROAD.
 NM1626'MARK PROJECTS APPROXIMATELY 6 INCHES ABOVE GROUND.
 NM1626'
 NM1626'REFERENCE MARK NO. 2 IS 38.220 METERS (125.39 FEET) WEST-SOUTHWEST
 NM1626'OF STATION, IN EAST-AND-WEST FENCE LINE TO NORTH OF ROAD.
 NM1626'MARK PROJECTS APPROXIMATELY 6 INCHES ABOVE GROUND.
 NM1626'
 NM1626'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTHWEST OF STATION.
 NM1626'REACHED FROM STATION BY GOING WEST ON ROAD LEADING TO STATION,
 NM1626'0.75 MILE TO CROSSROADS, THENCE SOUTH 0.75 MILE TO EAST-AND-WEST
 NM1626'FENCE LINE ON WEST SIDE OF ROAD.  MARK IS APPROXIMATELY 0.15
 NM1626'MILE SOUTH OF CHURCH HOUSE, 110 FEET WEST OF CENTERLINE OF
 NM1626'ROAD LEADING TO MARK, 1 FOOT NORTH OF EAST-AND-WEST FENCE.
 NM1626'MARK PROJECTS APPROXIMATELY 4 INCHES ABOVE GROUND.
 NM1626'
 NM1626'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NM1626
 NM1626                          STATION RECOVERY (1949)
 NM1626
 NM1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1626'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934
 NM1626'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  A DIFFERENCE
 NM1626'WAS FOUND IN THE DISTANCES TO BOTH REFERENCE MARKS, AND A
 NM1626'DIFFERENCE IN THE DIRECTION TO THE AZIMUTH MARK.  THE 1934
 NM1626'DESCRIPTION IS ADEQUATE.
 NM1626'
 NM1626'OBSERVATIONS MADE FROM A 90 FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0466 ***********************************************************************
 NL0466  DESIGNATION -  CHEROKEE
 NL0466  PID         -  NL0466
 NL0466  STATE/COUNTY-  IA/CHEROKEE
 NL0466  USGS QUAD   -  CHEROKEE SOUTH (1969)
 NL0466
 NL0466                         *CURRENT SURVEY CONTROL
 NL0466  ___________________________________________________________________
 NL0466* NAD 83(1986)-  42 44 55.     (N)    095 33 06.     (W)     SCALED    
 NL0466* NAVD 88     -       363.959  (meters)    1194.09   (feet)  ADJUSTED  
 NL0466  ___________________________________________________________________
 NL0466  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 NL0466  DYNAMIC HT  -         363.844 (meters)    1193.71  (feet)  COMP
 NL0466  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 NL0466
 NL0466  VERT ORDER  -  SECOND    CLASS 0
 NL0466
 NL0466.The horizontal coordinates were scaled from a topographic map and have
 NL0466.an estimated accuracy of +/- 6 seconds.
 NL0466
 NL0466.The orthometric height was determined by differential leveling
 NL0466.and adjusted by the National Geodetic Survey in June 1991..
 NL0466
 NL0466.The geoid height was determined by GEOID03.
 NL0466
 NL0466.The dynamic height is computed by dividing the NAVD 88
 NL0466.geopotential number by the normal gravity value computed on the
 NL0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0466.degrees latitude (g = 980.6199 gals.).
 NL0466
 NL0466.The modeled gravity was interpolated from observed gravity values.
 NL0466
 NL0466;                    North         East    Units  Estimated Accuracy
 NL0466;SPC IA N     - 1,140,730.    1,332,050.      MT  (+/- 180 meters Scaled)
 NL0466
 NL0466                          SUPERSEDED SURVEY CONTROL
 NL0466
 NL0466  NGVD 29 (??/??/92)  363.794  (m)         1193.55   (f) ADJ UNCH    2 0
 NL0466
 NL0466.Superseded values are not recommended for survey control.
 NL0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0466.See file dsdata.txt to determine how the superseded data were derived.
 NL0466
 NL0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH911360(NAD 83)
 NL0466_MARKER: DB = BENCH MARK DISK
 NL0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0466_STAMPING: CHEROKEE 1934
 NL0466_MARK LOGO: CGS   
 NL0466_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0466+STABILITY: SURFACE MOTION
 NL0466
 NL0466  HISTORY     - Date     Condition        Report By
 NL0466  HISTORY     - 1934     MONUMENTED       CGS
 NL0466  HISTORY     - 20000404 GOOD             AERSVC
 NL0466
 NL0466                          STATION DESCRIPTION
 NL0466
 NL0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0466'AT CHEROKEE.
 NL0466'AT CHEROKEE, CHEROKEE COUNTY, IN THE NORTHEAST CORNER OF THE
 NL0466'CITY LIBRARY YARD, AND 36.1 FEET NORTHEAST OF THE NORTHEAST
 NL0466'CORNER OF THE LIBRARY.  A STANDARD DISK, STAMPED CHEROKEE 1934
 NL0466'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NL0466'GROUND.
 NL0466
 NL0466                          STATION RECOVERY (2000)
 NL0466
 NL0466'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0466'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0899 ***********************************************************************
 NL0899  DESIGNATION -  CHEROKEE
 NL0899  PID         -  NL0899
 NL0899  STATE/COUNTY-  IA/CHEROKEE
 NL0899  USGS QUAD   -  CHEROKEE SOUTH (1969)
 NL0899
 NL0899                         *CURRENT SURVEY CONTROL
 NL0899  ___________________________________________________________________
 NL0899* NAD 83(1996)-  42 44 59.11969(N)    095 34 44.01024(W)     ADJUSTED  
 NL0899* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 NL0899  ___________________________________________________________________
 NL0899  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 NL0899  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 NL0899
 NL0899  HORZ ORDER  -  FIRST
 NL0899
 NL0899.The horizontal coordinates were established by classical geodetic methods
 NL0899.and adjusted by the National Geodetic Survey in May 1999..
 NL0899
 NL0899.The orthometric height was scaled from a topographic map.
 NL0899
 NL0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0899
 NL0899.The geoid height was determined by GEOID03.
 NL0899
 NL0899;                    North         East     Units Scale Factor Converg.
 NL0899;SPC IA N     - 1,140,911.289 1,329,825.133   MT  0.99994639   -1 24 32.2
 NL0899;UTM  15      - 4,736,251.519   288,942.053   MT  1.00014806   -1 45 04.3
 NL0899
 NL0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0899!SPC IA N     -   0.99994003  x   0.99994639  =   0.99988642
 NL0899!UTM  15      -   0.99994003  x   1.00014806  =   1.00008808
 NL0899
 NL0899:                Primary Azimuth Mark                     Grid Az
 NL0899:SPC IA N     -  CHEROKEE ST ASYLUM WATER TANK            024 26 09.7
 NL0899:UTM  15      -  CHEROKEE ST ASYLUM WATER TANK            024 46 41.8
 NL0899
 NL0899|---------------------------------------------------------------------|
 NL0899| PID    Reference Object                     Distance      Geod. Az  |
 NL0899|                                                           dddmmss.s |
 NL0899| NL0672 CHEROKEE ST ASYLUM WATER TANK       APPROX. 0.9 KM 0230137.5 |
 NL0899| CO2854 CHEROKEE RM 2                        39.891 METERS 02702     |
 NL0899| CO2855 CHEROKEE RM 3                        36.850 METERS 03002     |
 NL0899| NL0680 CHEROKEE MAGNETIC STA               221.192 METERS 10020     |
 NL0899| CO2852 CHEROKEE AZ MK                                     3114530.8 |
 NL0899| CO2853 CHEROKEE RM 1                        40.114 METERS 31456     |
 NL0899| CO2856 CHEROKEE RM 4                        37.308 METERS 32758     |
 NL0899|---------------------------------------------------------------------|
 NL0899
 NL0899                          SUPERSEDED SURVEY CONTROL
 NL0899
 NL0899  NAD 83(1996)-  42 44 59.11972(N)    095 34 44.01020(W) AD(       ) 1
 NL0899  NAD 83(1996)-  42 44 59.11851(N)    095 34 44.00809(W) AD(       ) 1
 NL0899  NAD 83(1986)-  42 44 59.11911(N)    095 34 44.00738(W) AD(       ) 1
 NL0899  NAD 27      -  42 44 59.17700(N)    095 34 42.97700(W) AD(       ) 1
 NL0899
 NL0899.Superseded values are not recommended for survey control.
 NL0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0899.See file dsdata.txt to determine how the superseded data were derived.
 NL0899
 NL0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH8894236252(NAD 83)
 NL0899_MARKER: DS = TRIANGULATION STATION DISK
 NL0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0899
 NL0899  HISTORY     - Date     Condition        Report By
 NL0899  HISTORY     - 1940     MONUMENTED       CGS
 NL0899  HISTORY     - 1956     GOOD             CGS
 NL0899  HISTORY     - 1962     GOOD             IACC
 NL0899  HISTORY     - 1962     GOOD             CGS
 NL0899
 NL0899                          STATION DESCRIPTION
 NL0899
 NL0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0899'STATION IS LOCATED AT THE WEST SIDE OF CHEROKEE, IN THE NW
 NL0899'1/4 OF SEC. 32, T92N, R40W, ON LAND OWNED AND OCCUPIED BY
 NL0899'THE OAK HILL CEMETERY.
 NL0899'
 NL0899'TO REACH THE STATION FROM THE COURT HOUSE IN CHEROKEE, GO
 NL0899'WEST ON COUNTY HIGHWAY A FOR 1.15 MILES TO THE ENTRANCE
 NL0899'TO THE CEMETERY ON THE LEFT.  TURN LEFT THROUGH THE GATE.
 NL0899'THENCE TURN RIGHT ALONG FENCE 0.1 MILE TO THE NORTHWEST
 NL0899'CORNER OF THE CEMETERY AND STATION.
 NL0899'
 NL0899'THE STATION MARK IS STAMPED CHEROKEE 1940 AND PROJECTS 6
 NL0899'INCHES.  IT IS 58 FEET SOUTH OF THE CENTER OF COUNTY HIGHWAY A, 2.5
 NL0899'FEET EAST OF A FENCE, 49 FEET NORTHWEST OF THE MONUMENT
 NL0899'ON THE KRACKE LOT AND 8 FEET NORTH OF A WHITE REFERENCE POST.
 NL0899'
 NL0899'R.M. NO. 1 IS STAMPED CHEROKEE NO. 1 1940 AND PROJECTS 4
 NL0899'INCHES.  IT IS 5 FEET WEST OF A TELEPHONE POLE, 1 FOOT SOUTH
 NL0899'OF A FENCE AND 38 FEET NORTH OF THE CENTER OF COUNTY HIGHWAY A.
 NL0899'
 NL0899'R.M. NO. 2 IS STAMPED CHEROKEE NO. 2 1940 AND PROJECTS
 NL0899'6 INCHES.  IT IS 38 FEET NORTH OF THE CENTER OF COUNTY
 NL0899'HIGHWAY A, 18 FEET WEST OF A TELEPHONE POLE AND 1 FOOT SOUTH
 NL0899'OF A FENCE.
 NL0899'
 NL0899'THE AZIMUTH MARK IS STAMPED CHEROKEE 1940 AND PROJECTS 4
 NL0899'INCHES.  IT IS 4 FEET NORTH OF A WHITE REFERENCE POST, 1.5
 NL0899'FEET WEST OF A FENCE AND 13.5 FEET WEST OF THE CENTER OF
 NL0899'A FARM LANE.
 NL0899'
 NL0899'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY
 NL0899'HIGHWAY A, 0.6 MILE TO A FARM LANE TO THE RIGHT, NORTH.  TURN
 NL0899'RIGHT AND GO 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT, WEST
 NL0899'SIDE OF THE LANE.
 NL0899'
 NL0899'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NL0899
 NL0899                          STATION RECOVERY (1956)
 NL0899
 NL0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 NL0899'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NL0899'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ON COUNTY ROAD
 NL0899'A WILL DESTROY BOTH REFERENCE MARKS.  THEY WERE MOVED AT
 NL0899'THE REQUEST OF THE CHEROKEE COUNTY ENGINEER, MR. L.W. CASEY.
 NL0899'A COMPLETE NEW DESCRIPTION FOLLOWS.
 NL0899'
 NL0899'STATION IS LOCATED AT THE WEST SIDE OF CHEROKEE IN THE
 NL0899'OAK HILL CEMETERY IN THE NW 1/4 OF SEC. 32, T 92 N, R 40 W,
 NL0899'58 FEET SOUTH OF THE CENTER OF COUNTY ROAD A, 49 FEET NORTHWEST
 NL0899'OF THE KRACKE TOMBSTONE, 10 FEET WEST OF THE CENTER OF A
 NL0899'CEMETERY ROAD WHERE IT TURNS SOUTH, AND 4.5 FEET NORTH-NORTHEAST
 NL0899'OF THE NORTHEAST CORNER OF THE MARBLE BASE OF THE SHEA
 NL0899'TOMBSTONE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NL0899'CHEROKEE 1940.
 NL0899'
 NL0899'REFERENCE MARK NO. 3 IS NORTHEAST OF THE STATION, 49 FEET
 NL0899'NORTH OF THE CENTER OF COUNTY ROAD A AND 1 FOOT SOUTH OF
 NL0899'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NL0899'CHEROKEE NO 3 1956.
 NL0899'
 NL0899'REFERENCE MARK NO. 4 IS NORTHWEST OF THE STATION, 49 FEET
 NL0899'NORTH OF THE CENTER OF COUNTY ROAD A, 3 FEET EAST OF TELEPHONE
 NL0899'POLE, AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 8 INCHES
 NL0899'AND THE DISK IS STAMPED CHEROKEE NO 4 1956.
 NL0899'
 NL0899'AZIMUTH MARK IS 0.8 MILE NORTHWEST OF THE STATION, 14 FEET
 NL0899'WEST OF THE CENTER OF A FARM LANE, AND 1.5 FEET WEST OF
 NL0899'A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NL0899'CHEROKEE 1940.
 NL0899'
 NL0899'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN CHEROKEE,
 NL0899'GO WEST ON COUNTY ROAD A FOR 1.15 MILES TO THE ENTRANCE TO
 NL0899'THE OAK HILL CEMETERY ON THE LEFT.  TURN LEFT THROUGH GATE,
 NL0899'THEN TURN RIGHT AND GO WEST ON CEMETERY ROAD FOR 0.1 MILE
 NL0899'TO WHERE IT TURNS SOUTH AND THE STATION AS DESCRIBED.
 NL0899'
 NL0899'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY
 NL0899'ROAD A FOR 0.6 MILE TO A FARM LANE RIGHT.  TURN RIGHT AND
 NL0899'FOLLOW THE FARM LANE NORTH FOR 0.45 MILE TO THE AZIMUTH
 NL0899'MARK ON THE LEFT WHICH IS ABOUT 100 YARDS SOUTH OF FARM BUILDINGS.
 NL0899
 NL0899                          STATION RECOVERY (1962)
 NL0899
 NL0899'RECOVERY NOTE BY IOWA CONSERVATION COMMISSION 1962 (FEF)
 NL0899'STATION AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  R.M.
 NL0899'1 AND 2 WERE NOT RECOVERED.
 NL0899'
 NL0899'38 FEET NORTH OF THE ROAD NOW IS IN A DEEP DITCH, ROAD APPEARS
 NL0899'TO HAVE BEEN WIDENED.
 NL0899
 NL0899                          STATION RECOVERY (1962)
 NL0899
 NL0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NL0899'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NL0899'FOUND IN GOOD CONDITION, INCLUDING REFERENCE MARKS NO. 3 AND
 NL0899'NO. 4 WHICH WERE ESTABLISHED IN 1956 OR 1957 BECAUSE OF ROAD
 NL0899'CONSTRUCTION AND A RECOVERY NOTE WAS SUBMITTED IN JANUARY 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0680 ***********************************************************************
 NL0680  DESIGNATION -  CHEROKEE MAGNETIC STA
 NL0680  PID         -  NL0680
 NL0680  STATE/COUNTY-  IA/CHEROKEE
 NL0680  USGS QUAD   -  CHEROKEE SOUTH (1969)
 NL0680
 NL0680                         *CURRENT SURVEY CONTROL
 NL0680  ___________________________________________________________________
 NL0680* NAD 83(1996)-  42 44 57.83297(N)    095 34 34.44211(W)     ADJUSTED  
 NL0680* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 NL0680  ___________________________________________________________________
 NL0680  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 NL0680  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 NL0680
 NL0680  HORZ ORDER  -  SECOND
 NL0680
 NL0680.The horizontal coordinates were established by classical geodetic methods
 NL0680.and adjusted by the National Geodetic Survey in May 1999..
 NL0680
 NL0680.The orthometric height was scaled from a topographic map.
 NL0680
 NL0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0680
 NL0680.The geoid height was determined by GEOID03.
 NL0680
 NL0680;                    North         East     Units Scale Factor Converg.
 NL0680;SPC IA N     - 1,140,866.251 1,330,041.679   MT  0.99994638   -1 24 25.8
 NL0680;UTM  15      - 4,736,205.180   289,158.369   MT  1.00014694   -1 44 57.7
 NL0680
 NL0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0680!SPC IA N     -   0.99994175  x   0.99994638  =   0.99988814
 NL0680!UTM  15      -   0.99994175  x   1.00014694  =   1.00008869
 NL0680
 NL0680                          SUPERSEDED SURVEY CONTROL
 NL0680
 NL0680  NAD 83(1996)-  42 44 57.83299(N)    095 34 34.44207(W) AD(       ) 2
 NL0680  NAD 83(1996)-  42 44 57.83179(N)    095 34 34.43996(W) AD(       ) 2
 NL0680  NAD 83(1986)-  42 44 57.83239(N)    095 34 34.43928(W) AD(       ) 2
 NL0680  NAD 27      -  42 44 57.89000(N)    095 34 33.40900(W) AD(       ) 2
 NL0680
 NL0680.Superseded values are not recommended for survey control.
 NL0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0680.See file dsdata.txt to determine how the superseded data were derived.
 NL0680
 NL0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH8915836205(NAD 83)
 NL0680_MARKER: V = STONE MONUMENT
 NL0680_SETTING: 0 = UNSPECIFIED SETTING
 NL0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0680
 NL0680  HISTORY     - Date     Condition        Report By
 NL0680  HISTORY     - 1940     MONUMENTED       CGS
 NL0680
 NL0680                          STATION DESCRIPTION
 NL0680
 NL0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0680'OBSERVATIONS WERE MADE OVER A WHITE LIMESTONE POST 3 FEET
 NL0680'LONG AND 6 BY 6 INCHES SQUARE, AND LETTERED U.S.C.S.  THE
 NL0680'CENTER OF THE CENTRAL HOLE MARKS THE POINT.  THIS POST IS
 NL0680'SUNK WITH ITS TOP EVEN WITH THE SURFACE OF THE GROUND.  IT
 NL0680'IS LOCATED IN OAK HILL CEMETERY, EAST OF LOT NO. 54, BLOCK
 NL0680'5, AND 7.8 FEET AND 13.0 FEET, RESPECTIVELY, FROM THE NORTHEAST
 NL0680'AND SOUTHEAST CORNERS OF THIS LOT.  THE MARK OR RANGE USED
 NL0680'WAS THE TIP OF THE MAIN TOWER ON THE STATE INSANE ASYLUM.
 NL0680'THE MARK OR RANGE BEARS 21 DEG 06.4 MIN EAST OF TRUE NORTH.
 NL0680'THE TIP OF THE TOWER ON COURTHOUSE BEARS 87 DEG 17.0 MIN
 NL0680'EAST OF TRUE NORTH.  METAL BURIAL VAULTS.  3-48 FEET
 NL0680'ESE.  2-48 FEET SE.  AND 1-60 FEET SW.  THESE VAULTS HAVE
 NL0680'BEEN PLACED SINCE 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0673 ***********************************************************************
 NL0673  DESIGNATION -  CHEROKEE MUNICIPAL TANK
 NL0673  PID         -  NL0673
 NL0673  STATE/COUNTY-  IA/CHEROKEE
 NL0673  USGS QUAD   -  CHEROKEE NORTH (1971)
 NL0673
 NL0673                         *CURRENT SURVEY CONTROL
 NL0673  ___________________________________________________________________
 NL0673* NAD 83(1996)-  42 45 15.70026(N)    095 33 50.13884(W)     ADJUSTED  
 NL0673* NAVD 88     -                                                        
 NL0673  ___________________________________________________________________
 NL0673  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 NL0673  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 NL0673
 NL0673  HORZ ORDER  -  THIRD
 NL0673
 NL0673.The horizontal coordinates were established by classical geodetic methods
 NL0673.and adjusted by the National Geodetic Survey in May 1999..
 NL0673
 NL0673
 NL0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0673
 NL0673.The geoid height was determined by GEOID03.
 NL0673
 NL0673;                    North         East     Units Scale Factor Converg.
 NL0673;SPC IA N     - 1,141,392.734 1,331,062.331   MT  0.99994651   -1 23 55.7
 NL0673;UTM  15      - 4,736,725.658   290,182.351   MT  1.00014164   -1 44 28.2
 NL0673
 NL0673                          SUPERSEDED SURVEY CONTROL
 NL0673
 NL0673  NAD 83(1996)-  42 45 15.70030(N)    095 33 50.13878(W) AD(       ) 4
 NL0673  NAD 83(1996)-  42 45 15.69921(N)    095 33 50.13638(W) AD(       ) 4
 NL0673  NAD 83(1986)-  42 45 15.69962(N)    095 33 50.13567(W) AD(       ) 4
 NL0673  NAD 27      -  42 45 15.75900(N)    095 33 49.10700(W) AD(       ) 3
 NL0673
 NL0673.Superseded values are not recommended for survey control.
 NL0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0673.See file dsdata.txt to determine how the superseded data were derived.
 NL0673
 NL0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH9018236726(NAD 83)
 NL0673_MARKER: 53 = ELEVATED TANK
 NL0673
 NL0673  HISTORY     - Date     Condition        Report By
 NL0673  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0673
 NL0673                          STATION DESCRIPTION
 NL0673
 NL0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0673'STATION IS IN THE NORTHWEST EDGE OF THE CITY OF CHEROKEE,
 NL0673'APPROXIMATELY 110 FEET NORTHEAST OF THE INTERSECTION OF NORTH
 NL0673'11TH ST. AND HILL ST.
 NL0673'
 NL0673'THE TANK IS OF STEEL CONSTRUCTION, SUPPORTED BY EIGHT LEGS,
 NL0673'IS PAINTED ALUMINUM AND HAS A ROUND BALL CENTERED AT THE TOP.
 NL0673'
 NL0673'THE STRUCTURE IS 110 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0672 ***********************************************************************
 NL0672  DESIGNATION -  CHEROKEE ST ASYLUM WATER TANK
 NL0672  PID         -  NL0672
 NL0672  STATE/COUNTY-  IA/CHEROKEE
 NL0672  USGS QUAD   -  CHEROKEE NORTH (1971)
 NL0672
 NL0672                         *CURRENT SURVEY CONTROL
 NL0672  ___________________________________________________________________
 NL0672* NAD 83(1996)-  42 45 25.80320(N)    095 34 28.61954(W)     ADJUSTED  
 NL0672* NAVD 88     -                                                        
 NL0672  ___________________________________________________________________
 NL0672  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 NL0672  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 NL0672
 NL0672  HORZ ORDER  -  THIRD
 NL0672
 NL0672.The horizontal coordinates were established by classical geodetic methods
 NL0672.and adjusted by the National Geodetic Survey in May 1999..
 NL0672
 NL0672
 NL0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0672
 NL0672.The geoid height was determined by GEOID03.
 NL0672
 NL0672;                    North         East     Units Scale Factor Converg.
 NL0672;SPC IA N     - 1,141,725.793 1,330,195.227   MT  0.99994658   -1 24 21.8
 NL0672;UTM  15      - 4,737,063.961   289,317.082   MT  1.00014612   -1 44 54.7
 NL0672
 NL0672                          SUPERSEDED SURVEY CONTROL
 NL0672
 NL0672  NAD 83(1996)-  42 45 25.80323(N)    095 34 28.61950(W) AD(       ) 4
 NL0672  NAD 83(1996)-  42 45 25.80221(N)    095 34 28.61733(W) AD(       ) 4
 NL0672  NAD 83(1986)-  42 45 25.80256(N)    095 34 28.61618(W) AD(       ) 4
 NL0672  NAD 27      -  42 45 25.86000(N)    095 34 27.58600(W) AD(       ) 3
 NL0672
 NL0672.Superseded values are not recommended for survey control.
 NL0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0672.See file dsdata.txt to determine how the superseded data were derived.
 NL0672
 NL0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH8931737064(NAD 83)
 NL0672_MARKER: 53 = ELEVATED TANK
 NL0672
 NL0672  HISTORY     - Date     Condition        Report By
 NL0672  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0672
 NL0672                          STATION DESCRIPTION
 NL0672
 NL0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0672'STATION IS LOCATED APPROXIMATELY 240 FEET NW OF THE NW CORNER OF
 NL0672'THE POWER HOUSE AT THE STATE INSANE ASYLUM.
 NL0672'
 NL0672'THE STRUCTURE IS PAINTED ALUMINUM AND IS SUPPORTED BY SIX LEGS
 NL0672'PAINTED BLACK.  THERE IS A ROUND BALL CENTERED AT THE TOP.
 NL0672'
 NL0672'THE STRUCTURE IS APPROXIMATELY 120 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0677 ***********************************************************************
 NL0677  DESIGNATION -  CHEROKEE ST ASYLUM ADM DOME
 NL0677  PID         -  NL0677
 NL0677  STATE/COUNTY-  IA/CHEROKEE
 NL0677  USGS QUAD   -  CHEROKEE NORTH (1971)
 NL0677
 NL0677                         *CURRENT SURVEY CONTROL
 NL0677  ___________________________________________________________________
 NL0677* NAD 83(1996)-  42 45 25.61749(N)    095 34 19.89390(W)     ADJUSTED  
 NL0677* NAVD 88     -                                                        
 NL0677  ___________________________________________________________________
 NL0677  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 NL0677  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 NL0677
 NL0677  HORZ ORDER  -  THIRD
 NL0677
 NL0677.The horizontal coordinates were established by classical geodetic methods
 NL0677.and adjusted by the National Geodetic Survey in May 1999..
 NL0677
 NL0677
 NL0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0677
 NL0677.The geoid height was determined by GEOID03.
 NL0677
 NL0677;                    North         East     Units Scale Factor Converg.
 NL0677;SPC IA N     - 1,141,715.199 1,330,393.431   MT  0.99994658   -1 24 15.9
 NL0677;UTM  15      - 4,737,052.180   289,515.258   MT  1.00014509   -1 44 48.8
 NL0677
 NL0677                          SUPERSEDED SURVEY CONTROL
 NL0677
 NL0677  NAD 83(1996)-  42 45 25.61753(N)    095 34 19.89386(W) AD(       ) 4
 NL0677  NAD 83(1996)-  42 45 25.61648(N)    095 34 19.89163(W) AD(       ) 4
 NL0677  NAD 83(1986)-  42 45 25.61687(N)    095 34 19.89058(W) AD(       ) 4
 NL0677  NAD 27      -  42 45 25.67500(N)    095 34 18.86200(W) AD(       ) 3
 NL0677
 NL0677.Superseded values are not recommended for survey control.
 NL0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0677.See file dsdata.txt to determine how the superseded data were derived.
 NL0677
 NL0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH8951537052(NAD 83)
 NL0677_MARKER: 87 = DOME
 NL0677
 NL0677  HISTORY     - Date     Condition        Report By
 NL0677  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0677
 NL0677                          STATION DESCRIPTION
 NL0677
 NL0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0677'STATION IS LOCATED ON THE TOP OF A DOME ON THE ADMINISTRATION
 NL0677'BUILDING AT THE STATE INSANE ASYLUM.
 NL0677'
 NL0677'THE DOME IS MADE OF COPPER AND HAS A GREEN COLOR.  IT IS
 NL0677'APPROXIMATELY 90 FEET HIGH AND HAS A SMALL FIGURE CENTERED AT
 NL0677'THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0675 ***********************************************************************
 NL0675  DESIGNATION -  CHEROKEE ST INSANE ASYLUM STK
 NL0675  PID         -  NL0675
 NL0675  STATE/COUNTY-  IA/CHEROKEE
 NL0675  USGS QUAD   -  CHEROKEE NORTH (1971)
 NL0675
 NL0675                         *CURRENT SURVEY CONTROL
 NL0675  ___________________________________________________________________
 NL0675* NAD 83(1996)-  42 45 22.24213(N)    095 34 25.72996(W)     ADJUSTED  
 NL0675* NAVD 88     -                                                        
 NL0675  ___________________________________________________________________
 NL0675  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 NL0675  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 NL0675
 NL0675  HORZ ORDER  -  THIRD
 NL0675
 NL0675.The horizontal coordinates were established by classical geodetic methods
 NL0675.and adjusted by the National Geodetic Survey in May 1999..
 NL0675
 NL0675
 NL0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0675
 NL0675.The geoid height was determined by GEOID03.
 NL0675
 NL0675;                    North         East     Units Scale Factor Converg.
 NL0675;SPC IA N     - 1,141,614.334 1,330,258.216   MT  0.99994656   -1 24 19.9
 NL0675;UTM  15      - 4,736,952.104   289,379.415   MT  1.00014579   -1 44 52.6
 NL0675
 NL0675                          SUPERSEDED SURVEY CONTROL
 NL0675
 NL0675  NAD 83(1996)-  42 45 22.24216(N)    095 34 25.72992(W) AD(       ) 4
 NL0675  NAD 83(1996)-  42 45 22.24111(N)    095 34 25.72775(W) AD(       ) 4
 NL0675  NAD 83(1986)-  42 45 22.24154(N)    095 34 25.72660(W) AD(       ) 4
 NL0675  NAD 27      -  42 45 22.30300(N)    095 34 24.69600(W) AD(       ) 3
 NL0675
 NL0675.Superseded values are not recommended for survey control.
 NL0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0675.See file dsdata.txt to determine how the superseded data were derived.
 NL0675
 NL0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH8937936952(NAD 83)
 NL0675_MARKER: 63 = STACK
 NL0675
 NL0675  HISTORY     - Date     Condition        Report By
 NL0675  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0675
 NL0675                          STATION DESCRIPTION
 NL0675
 NL0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0675'STATION IS LOCATED ADJACENT TO EAST SIDE OF THE BOILER ROOM
 NL0675'IN THE POWER HOUSE AT THE STATE INSANE ASYLUM.
 NL0675'
 NL0675'THE STATION IS A BRICK STRUCTURE AND APPROXIMATELY 185 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0909 ***********************************************************************
 NL0909  DESIGNATION -  CHERPORT
 NL0909  PID         -  NL0909
 NL0909  STATE/COUNTY-  IA/CHEROKEE
 NL0909  USGS QUAD   -  CHEROKEE SOUTH (1969)
 NL0909
 NL0909                         *CURRENT SURVEY CONTROL
 NL0909  ___________________________________________________________________
 NL0909* NAD 83(1996)-  42 43 59.67951(N)    095 33 18.92811(W)     ADJUSTED  
 NL0909* NAVD 88     -       369.6    (meters)    1213.     (feet)  VERTCON   
 NL0909  ___________________________________________________________________
 NL0909  X           -    -454,247.592 (meters)                     COMP
 NL0909  Y           -  -4,670,325.546 (meters)                     COMP
 NL0909  Z           -   4,306,013.890 (meters)                     COMP
 NL0909  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 NL0909  ELLIP HEIGHT-         341.86  (meters)          (05/06/99) GPS OBS
 NL0909  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 NL0909
 NL0909  HORZ ORDER  -  THIRD
 NL0909  ELLP ORDER  -  FOURTH    CLASS I
 NL0909
 NL0909.This mark is at Cherokee Municipal Airport (CKP)
 NL0909
 NL0909.The horizontal coordinates were established by GPS observations
 NL0909.and adjusted by the National Geodetic Survey in May 1999..
 NL0909
 NL0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0909
 NL0909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0909
 NL0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0909
 NL0909.The ellipsoidal height was determined by GPS observations
 NL0909.and is referenced to NAD 83.
 NL0909
 NL0909.The geoid height was determined by GEOID03.
 NL0909
 NL0909;                    North         East     Units Scale Factor Converg.
 NL0909;SPC IA N     - 1,139,030.439 1,331,714.802   MT  0.99994602   -1 23 34.6
 NL0909;UTM  15      - 4,734,359.052   290,820.833   MT  1.00013835   -1 44 04.5
 NL0909
 NL0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0909!SPC IA N     -   0.99994639  x   0.99994602  =   0.99989241
 NL0909!UTM  15      -   0.99994639  x   1.00013835  =   1.00008473
 NL0909
 NL0909:                Primary Azimuth Mark                     Grid Az
 NL0909:SPC IA N     -  CHERPORT AZ MK                           182 07 40.6
 NL0909:UTM  15      -  CHERPORT AZ MK                           182 28 10.5
 NL0909
 NL0909|---------------------------------------------------------------------|
 NL0909| PID    Reference Object                     Distance      Geod. Az  |
 NL0909|                                                           dddmmss.s |
 NL0909| NL0910 CHERPORT AZ MK                      APPROX. 0.9 KM 1804406.0 |
 NL0909|---------------------------------------------------------------------|
 NL0909
 NL0909                          SUPERSEDED SURVEY CONTROL
 NL0909
 NL0909  NAD 83(1996)-  42 43 59.67976(N)    095 33 18.92801(W) AD(       ) 3
 NL0909  NAD 83(1996)-  42 43 59.67885(N)    095 33 18.92747(W) AD(       ) 3
 NL0909  NAD 83(1986)-  42 43 59.67888(N)    095 33 18.92757(W) AD(       ) 3
 NL0909  NGVD 29 (07/09/90)  369.4    (m)         1212.     (f) GPS OBS        
 NL0909
 NL0909.Superseded values are not recommended for survey control.
 NL0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0909.See file dsdata.txt to determine how the superseded data were derived.
 NL0909
 NL0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH9082134359(NAD 83)
 NL0909_MARKER: I = METAL ROD
 NL0909_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NL0909_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NL0909_STAMPING: CHERPORT 1989
 NL0909_MARK LOGO: NGS   
 NL0909_PROJECTION: FLUSH
 NL0909_MAGNETIC: I = MARKER IS A STEEL ROD
 NL0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0909+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NL0909_ROD/PIPE-DEPTH: 6.02 meters
 NL0909_SLEEVE-DEPTH  : 0.91 meters
 NL0909
 NL0909  HISTORY     - Date     Condition        Report By
 NL0909  HISTORY     - 1989     MONUMENTED       NGS
 NL0909
 NL0909                          STATION DESCRIPTION
 NL0909
 NL0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NL0909'THE STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) SOUTH OF CHEROKEE AT THE
 NL0909'CHEROKEE MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE ENTRANCE RAMP
 NL0909'AND RUNWAY.  OWNERSHIP--CITY OF CHEROKEE, CHEROKEE, IA 51012, PHONE
 NL0909'(712-) 225-3102. THE AIRPORT MANAGER IS JANE WAHER, PHONE (712)
 NL0909'225-2810.
 NL0909'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 (SECOND
 NL0909'STREET) AND STATE HIGHWAY 3 (MAIN STREET) IN THE CENTER OF CHEROKEE,
 NL0909'GO SOUTH ON US HIGHWAY 59 FOR 1.8 KM (1.10 MI) TO THE AIRPORT ENTRANCE
 NL0909'ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ALONG A PAVED ROAD ON THE
 NL0909'NORTHWEST SIDE OF A HANGAR FOR 0.16 KM (0.10 MI) TO THE FUELING RAMP
 NL0909'AND THE AIRPORT OFFICE.  CONTINUE AHEAD ONTO THE ENTRANCE RAMP FOR
 NL0909'0.08 KM (0.05 MI) TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE
 NL0909'LEFT.
 NL0909'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 NL0909'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NL0909'SURROUNDED BY CONCRETE.  LOCATED ON THE SOUTH SIDE OF THE JUNCTION OF
 NL0909'THE ENTRANCE RAMP AND RUNWAY, 20.35 M (66.8 FT) EAST OF THE CENTER OF
 NL0909'THE RUNWAY, 11.50 M (37.7 FT) SOUTH OF THE CENTER OF THE ENTRANCE
 NL0909'RAMP, 1.15 M (3.8 FT) SOUTH OF THE 6TH RAMP BEACON LIGHT WEST OF THE
 NL0909'FUELING RAMP AND OFFICE AND 1.15 M (3.8 FT) SOUTH OF A FIBERGLASS
 NL0909'WITNESS POST.
 NL0909'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NL0909'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0910 ***********************************************************************
 NL0910  DESIGNATION -  CHERPORT AZ MK
 NL0910  PID         -  NL0910
 NL0910  STATE/COUNTY-  IA/CHEROKEE
 NL0910  USGS QUAD   -  CHEROKEE SOUTH (1969)
 NL0910
 NL0910                         *CURRENT SURVEY CONTROL
 NL0910  ___________________________________________________________________
 NL0910* NAD 83(1996)-  42 43 32.06631(N)    095 33 19.40859(W)     ADJUSTED  
 NL0910* NAVD 88     -       373.0    (meters)    1224.     (feet)  VERTCON   
 NL0910  ___________________________________________________________________
 NL0910  X           -    -454,314.688 (meters)                     COMP
 NL0910  Y           -  -4,670,902.470 (meters)                     COMP
 NL0910  Z           -   4,305,390.269 (meters)                     COMP
 NL0910  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 NL0910  ELLIP HEIGHT-         345.28  (meters)          (05/06/99) GPS OBS
 NL0910  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 NL0910
 NL0910  HORZ ORDER  -  THIRD
 NL0910  ELLP ORDER  -  FOURTH    CLASS I
 NL0910
 NL0910.This mark is at Cherokee Municipal Airport (CKP)
 NL0910
 NL0910.The horizontal coordinates were established by GPS observations
 NL0910.and adjusted by the National Geodetic Survey in May 1999..
 NL0910
 NL0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0910
 NL0910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0910
 NL0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0910
 NL0910.The ellipsoidal height was determined by GPS observations
 NL0910.and is referenced to NAD 83.
 NL0910
 NL0910.The geoid height was determined by GEOID03.
 NL0910
 NL0910;                    North         East     Units Scale Factor Converg.
 NL0910;SPC IA N     - 1,138,178.924 1,331,683.162   MT  0.99994588   -1 23 34.9
 NL0910;UTM  15      - 4,733,507.578   290,784.111   MT  1.00013854   -1 44 03.9
 NL0910
 NL0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0910!SPC IA N     -   0.99994585  x   0.99994588  =   0.99989174
 NL0910!UTM  15      -   0.99994585  x   1.00013854  =   1.00008439
 NL0910
 NL0910:                Primary Azimuth Mark                     Grid Az
 NL0910:SPC IA N     -  CHERPORT                                 002 07 40.6
 NL0910:UTM  15      -  CHERPORT                                 002 28 09.6
 NL0910
 NL0910|---------------------------------------------------------------------|
 NL0910| PID    Reference Object                     Distance      Geod. Az  |
 NL0910|                                                           dddmmss.s |
 NL0910| NL0909 CHERPORT                            APPROX. 0.9 KM 0004405.7 |
 NL0910|---------------------------------------------------------------------|
 NL0910
 NL0910                          SUPERSEDED SURVEY CONTROL
 NL0910
 NL0910  NAD 83(1996)-  42 43 32.06657(N)    095 33 19.40849(W) AD(       ) 3
 NL0910  NAD 83(1996)-  42 43 32.06564(N)    095 33 19.40815(W) AD(       ) 3
 NL0910  NAD 83(1986)-  42 43 32.06566(N)    095 33 19.40828(W) AD(       ) 3
 NL0910  NGVD 29 (07/09/90)  372.8    (m)         1223.     (f) GPS OBS        
 NL0910
 NL0910.Superseded values are not recommended for survey control.
 NL0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0910.See file dsdata.txt to determine how the superseded data were derived.
 NL0910
 NL0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH9078433508(NAD 83)
 NL0910_MARKER: I = METAL ROD
 NL0910_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NL0910_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NL0910_STAMPING: CHERPORT AZ MK 1989
 NL0910_MARK LOGO: NGS   
 NL0910_PROJECTION: FLUSH
 NL0910_MAGNETIC: I = MARKER IS A STEEL ROD
 NL0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0910+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NL0910_ROD/PIPE-DEPTH: 11.8 meters
 NL0910_SLEEVE-DEPTH  : 0.91 meters
 NL0910
 NL0910  HISTORY     - Date     Condition        Report By
 NL0910  HISTORY     - 1989     MONUMENTED       NGS
 NL0910
 NL0910                          STATION DESCRIPTION
 NL0910
 NL0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NL0910'THE STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) SOUTH OF CHEROKEE AT THE
 NL0910'CHEROKEE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF CHEROKEE, CHEROKEE, IA
 NL0910'51012, PHONE (712) 225-3102.  THE AIRPORT MANAGER IS JANE WAHER, PHONE
 NL0910'(712) 225-2801.
 NL0910'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 (SECOND
 NL0910'STREET) AND STATE HIGHWAY 3 (MAIN STREET) IN THE CENTER OF THE
 NL0910'CHEROKEE, GO SOUTH ON US HIGHWAY 59 FOR 1.8 KM (1.10 MI) TO THE
 NL0910'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.16 KM
 NL0910'(0.10 MI) TO THE AIRPORT OFFICE.  CONTINUE STRAIGHT AHEAD ONTO THE
 NL0910'ENTRANCE RAMP FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF THE RUNWAY.
 NL0910'TURN LEFT AND GO FOR 0.88 KM (0.55 MI) TO THE NORTH END OF THE
 NL0910'TURN-AROUND FOR RUNWAY 36 AND THE STATION ON THE LEFT.
 NL0910'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NL0910'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NL0910'SURROUNDED BY CONCRETE.  LOCATED AT THE NORTHEAST CORNER OF THE
 NL0910'TURN-AROUND FOR RUNWAY 36, 49.85 M (163.5 FT) EAST OF THE CENTER OF
 NL0910'THE RUNWAY, 14.0 M (45.9 FT) NORTH OF THE CENTER OF THE TURN-AROUND,
 NL0910'0.4 M (1.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE TURN-AROUND
 NL0910'AND 0.4 M (1.3 FT) EAST-NORTHEAST OF A FIBERGLASS WITNESS POST.
 NL0910'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NL0910'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0855 ***********************************************************************
 MG0855  DESIGNATION -  CHES
 MG0855  PID         -  MG0855
 MG0855  STATE/COUNTY-  IA/WASHINGTON
 MG0855  USGS QUAD   -  WEST CHESTER (1973)
 MG0855
 MG0855                         *CURRENT SURVEY CONTROL
 MG0855  ___________________________________________________________________
 MG0855* NAD 83(1996)-  41 19 41.13600(N)    091 49 48.28514(W)     ADJUSTED  
 MG0855* NAVD 88     -       235.2    (meters)     772.     (feet)  VERTCON   
 MG0855  ___________________________________________________________________
 MG0855  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 MG0855  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 MG0855
 MG0855  HORZ ORDER  -  SECOND
 MG0855
 MG0855.The horizontal coordinates were established by classical geodetic methods
 MG0855.and adjusted by the National Geodetic Survey in May 1999..
 MG0855
 MG0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0855
 MG0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0855
 MG0855.The geoid height was determined by GEOID03.
 MG0855
 MG0855;                    North         East     Units Scale Factor Converg.
 MG0855;SPC IA S     -   148,825.278   639,784.620   MT  0.99995083   +1 05 59.9
 MG0855;UTM  15      - 4,575,839.693   597,903.492   MT  0.99971796   +0 46 21.5
 MG0855
 MG0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0855!SPC IA S     -   0.99996824  x   0.99995083  =   0.99991908
 MG0855!UTM  15      -   0.99996824  x   0.99971796  =   0.99968621
 MG0855
 MG0855|---------------------------------------------------------------------|
 MG0855| PID    Reference Object                     Distance      Geod. Az  |
 MG0855|                                                           dddmmss.s |
 MG0855| CL9063 CHES RM 2                            19.952 METERS 18038     |
 MG0855| MG0856 CHES AZ MK                          APPROX. 4.4 KM 3055937.6 |
 MG0855| CL9062 CHES RM 1                            21.997 METERS 35853     |
 MG0855|---------------------------------------------------------------------|
 MG0855
 MG0855                          SUPERSEDED SURVEY CONTROL
 MG0855
 MG0855  NAD 83(1986)-  41 19 41.13941(N)    091 49 48.29731(W) AD(       ) 2
 MG0855  NAD 27      -  41 19 41.08295(N)    091 49 47.68836(W) AD(       ) 2
 MG0855  NGVD 29 (07/19/86)  235.2    (m)          772.     (f) VERT ANG       
 MG0855
 MG0855.Superseded values are not recommended for survey control.
 MG0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0855.See file dsdata.txt to determine how the superseded data were derived.
 MG0855
 MG0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF9790375840(NAD 83)
 MG0855_MARKER: DD = SURVEY DISK
 MG0855_SETTING: 0 = UNSPECIFIED SETTING
 MG0855
 MG0855  HISTORY     - Date     Condition        Report By
 MG0855  HISTORY     - 1968     MONUMENTED       USGS
 MG0855
 MG0855                          STATION DESCRIPTION
 MG0855
 MG0855'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0855'STATION IS LOCATED ABOUT 2.0 MI N. AND 7.0 MI W. OF WASHINGTON,
 MG0855'ABOUT 1.0 MI SW. OF THE COMMUNITY OF WEST CHESTER, NEAR QUARTER
 MG0855'COR. BETWEEN SECS. 1 AND 6, T. 75 N., RS. 8 AND 9 W., IN THE
 MG0855'RIGHT-OF-WAY OF A N.-S. GRAVEL RD.
 MG0855'
 MG0855'TO REACH THE STATION FROM THE POST OFFICE AT WASHINGTON, DRIVE
 MG0855'FOUR BLOCKS S. ON MARION AVE. TO JCT. WITH STATE HWY. 92, TURN
 MG0855'RIGHT AND DRIVE W. FOR 0.8 MI TO JCT. WITH STATE HWY. 1, CONTINUE
 MG0855'W. AND N. ON HWYS. 1 AND 92 FOR 3.1 MI TO ANOTHER JCT. OF HWYS. 1
 MG0855'AND 92, TURN LEFT AND DRIVE W. ON HWY. 92 FOR 6.0 MI TO JCT. OF
 MG0855'STATE HWY. 81 LEADING N. AND A GRAVEL RD. LEADING S., TURN LEFT
 MG0855'AND DRIVE S. ON GRAVEL RD. FOR 0.55 MI TO THE STATION ON THE
 MG0855'RIGHT.
 MG0855'
 MG0855'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED CHES
 MG0855'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 MG0855'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MG0855'
 MG0855'STATION MARK IS ABOUT 200 YARDS NW. OF A FARMHOUSE, 39 FT W. OF
 MG0855'CENTER OF N.-S. GRAVEL RD., 342 FT N. OF CENTER OF GRAVEL RD. AT
 MG0855'FENCE W., 22 FT N. OF A TELEPHONE POLE AND 2 FT E. OF RIGHT-OF-WAY
 MG0855'FENCE AND A METAL WITNESS POST.
 MG0855'
 MG0855'REFERENCE MARK 1 IS 72.17 FT (21.997 M.) N. OF STATION, 40 FT
 MG0855'W. OF CENTER OF E. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0855'
 MG0855'REFERENCE MARK 2 IS 65.46 FT (19.952 M.) S. OF STATION, 40 FT
 MG0855'W. OF CENTER OF N.-S. GRAVEL RD., 47 FT S. OF A TELEPHONE POLE
 MG0855'AND 1 FT E. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0855'
 MG0855'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0856 ***********************************************************************
 MG0856  DESIGNATION -  CHES AZ MK
 MG0856  PID         -  MG0856
 MG0856  STATE/COUNTY-  IA/WASHINGTON
 MG0856  USGS QUAD   -  WEST CHESTER (1973)
 MG0856
 MG0856                         *CURRENT SURVEY CONTROL
 MG0856  ___________________________________________________________________
 MG0856* NAD 83(1996)-  41 21 04.79158(N)    091 52 21.17603(W)     ADJUSTED  
 MG0856* NAVD 88     -       239.2    (meters)     785.     (feet)  VERTCON   
 MG0856  ___________________________________________________________________
 MG0856  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 MG0856  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MG0856
 MG0856  HORZ ORDER  -  SECOND
 MG0856
 MG0856.The horizontal coordinates were established by classical geodetic methods
 MG0856.and adjusted by the National Geodetic Survey in May 1999..
 MG0856
 MG0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0856
 MG0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0856
 MG0856.The geoid height was determined by GEOID03.
 MG0856
 MG0856;                    North         East     Units Scale Factor Converg.
 MG0856;SPC IA S     -   151,338.104   636,181.734   MT  0.99995181   +1 04 19.2
 MG0856;UTM  15      - 4,578,372.451   594,315.867   MT  0.99970947   +0 44 41.8
 MG0856
 MG0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0856!SPC IA S     -   0.99996761  x   0.99995181  =   0.99991942
 MG0856!UTM  15      -   0.99996761  x   0.99970947  =   0.99967709
 MG0856
 MG0856:                Primary Azimuth Mark                     Grid Az
 MG0856:SPC IA S     -  CHES                                     124 53 37.5
 MG0856:UTM  15      -  CHES                                     125 13 14.9
 MG0856
 MG0856|---------------------------------------------------------------------|
 MG0856| PID    Reference Object                     Distance      Geod. Az  |
 MG0856|                                                           dddmmss.s |
 MG0856| MG0855 CHES                                APPROX. 4.4 KM 1255756.7 |
 MG0856|---------------------------------------------------------------------|
 MG0856
 MG0856                          SUPERSEDED SURVEY CONTROL
 MG0856
 MG0856  NAD 83(1986)-  41 21 04.79542(N)    091 52 21.18831(W) AD(       ) 2
 MG0856  NAD 27      -  41 21 04.74323(N)    091 52 20.57158(W) AD(       ) 2
 MG0856  NGVD 29 (07/19/86)  239.2    (m)          785.     (f) VERT ANG       
 MG0856
 MG0856.Superseded values are not recommended for survey control.
 MG0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0856.See file dsdata.txt to determine how the superseded data were derived.
 MG0856
 MG0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF9431678372(NAD 83)
 MG0856_MARKER: DZ = AZIMUTH MARK DISK
 MG0856_SETTING: 0 = UNSPECIFIED SETTING
 MG0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0856
 MG0856  HISTORY     - Date     Condition        Report By
 MG0856  HISTORY     - 1968     MONUMENTED       USGS
 MG0856
 MG0856                          STATION DESCRIPTION
 MG0856
 MG0856'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0856'STATION IS LOCATED 4.3 MI E. AND 0.8 MI S. OF KEOTA, IN THE
 MG0856'RIGHT-OF-WAY OF AN E.-W. GRAVEL RD., NEAR A CROSSING OF THE
 MG0856'C. R. I. AND P. RR., 0.2 MI W. OF A CROSSROADS AND COR. OF SECS.
 MG0856'26, 27, 34 AND 35, T. 76 N., R. 9 W.
 MG0856'
 MG0856'TO REACH THE STATION FROM THE POST OFFICE IN KEOTA, DRIVE E. ON
 MG0856'MAIN STREET FOR 0.25 MI TO A T-JCT. WITH A N.-S. ASPHALT RD.,
 MG0856'TURN RIGHT AND DRIVE S. ON ASPHALT RD. FOR 0.9 MI TO JCT OF A
 MG0856'GRAVEL RD. E., TURN LEFT AND DRIVE E. ON GRAVEL RD. FOR 3.8
 MG0856'MI TO STATION ON THE RIGHT.
 MG0856'
 MG0856'STATION MARK IS A STANDARD AZIMUTH MARK TABLET STAMPED CHES
 MG0856'1968 CRIMPED ON A 10 FT LENGTH OF COPPER COATED ROD DRIVEN
 MG0856'FLUSH WITH THE GROUND AND SET IN A 6 IN. TILE FILLED WITH GRAVEL,
 MG0856'343 FT W. OF THE RR. CROSSING, 107 FT E. OF A LARGE POWER LINE
 MG0856'POLE, 29 FT S. OF CENTER E.-W. GRAVEL RD. AND 1 FT N. OF
 MG0856'RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0856'
 MG0856'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0575 ***********************************************************************
 MH0575  DESIGNATION -  CHESTER
 MH0575  PID         -  MH0575
 MH0575  STATE/COUNTY-  IA/POWESHIEK
 MH0575  USGS QUAD   -  GRINNELL NORTH (1980)
 MH0575
 MH0575                         *CURRENT SURVEY CONTROL
 MH0575  ___________________________________________________________________
 MH0575* NAD 83(1996)-  41 50 57.45344(N)    092 41 53.56659(W)     ADJUSTED  
 MH0575* NAVD 88     -       316.2    (meters)    1037.     (feet)  VERTCON   
 MH0575  ___________________________________________________________________
 MH0575  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 MH0575  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 MH0575
 MH0575  HORZ ORDER  -  FIRST
 MH0575
 MH0575.The horizontal coordinates were established by classical geodetic methods
 MH0575.and adjusted by the National Geodetic Survey in May 1999..
 MH0575
 MH0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0575
 MH0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0575
 MH0575.The geoid height was determined by GEOID03.
 MH0575
 MH0575;                    North         East     Units Scale Factor Converg.
 MH0575;SPC IA S     -   205,676.004   566,585.063   MT  1.00001238   +0 31 41.3
 MH0575;SPC IA N     - 1,039,114.355 1,566,587.283   MT  1.00004655   +0 32 36.3
 MH0575;UTM  15      - 4,633,087.596   525,052.186   MT  0.99960772   +0 12 04.8
 MH0575
 MH0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0575!SPC IA S     -   0.99995540  x   1.00001238  =   0.99996778
 MH0575!SPC IA N     -   0.99995540  x   1.00004655  =   1.00000195
 MH0575!UTM  15      -   0.99995540  x   0.99960772  =   0.99956314
 MH0575
 MH0575|---------------------------------------------------------------------|
 MH0575| PID    Reference Object                     Distance      Geod. Az  |
 MH0575|                                                           dddmmss.s |
 MH0575| CL9065 CHESTER RM 1                         38.621 METERS 10014     |
 MH0575| MH0574 CHESTER RM A                         26.879 METERS 16606     |
 MH0575| CL9066 CHESTER RM 2                         32.769 METERS 17710     |
 MH0575| MH0586 GRINNEL MUNICIPAL TANK              APPROX.12.3 KM 1902725.2 |
 MH0575| CL9064 CHESTER AZ MK                                      2675837.7 |
 MH0575| MH0591 GILMAN MUNICIPAL TANK               APPROX. 8.1 KM 2933359.7 |
 MH0575|---------------------------------------------------------------------|
 MH0575
 MH0575                          SUPERSEDED SURVEY CONTROL
 MH0575
 MH0575  NAD 83(1986)-  41 50 57.46036(N)    092 41 53.57181(W) AD(       ) 1
 MH0575  NAD 27      -  41 50 57.49017(N)    092 41 52.88190(W) AD(       ) 1
 MH0575  NGVD 29 (07/19/86)  316.2    (m)         1037.     (f) VERT ANG       
 MH0575
 MH0575.Superseded values are not recommended for survey control.
 MH0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0575.See file dsdata.txt to determine how the superseded data were derived.
 MH0575
 MH0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2505233088(NAD 83)
 MH0575_MARKER: DS = TRIANGULATION STATION DISK
 MH0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0575_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0575
 MH0575  HISTORY     - Date     Condition        Report By
 MH0575  HISTORY     - 1969     MONUMENTED       CGS
 MH0575
 MH0575                          STATION DESCRIPTION
 MH0575
 MH0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0575'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF
 MH0575'GRINNELL, 5 MILES SOUTH-SOUTHEAST OF GILMAN, IN THE SOUTHEAST
 MH0575'1/4 OF SECTION 3 T81N, R16W AND ON THE PROPERTY OF MARGARET
 MH0575'THOMPSON.
 MH0575'
 MH0575'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 MH0575'STATE HIGHWAY 146 IN GRINNELL, GO NORTH ON STATE HIGHWAY 146 FOR
 MH0575'7.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVELED
 MH0575'ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 MH0575'AHEAD EAST ON THE GRAVELED ROAD FOR 0.9 MILE TO A GATE ON THE
 MH0575'LEFT.  TURN LEFT AND GO NORTH PASSING THROUGH THE GATE FOR ABOUT
 MH0575'100 FEET TO THE STATION ON THE LEFT.
 MH0575'
 MH0575'THE STATION MARK IS A STANDARD DISK STAMPED CHESTER 1969, SET
 MH0575'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0575'DIAMETER AND IS 16 INCHES BELOW THE GROUND SURFACE.  IT IS 130
 MH0575'FEET WEST OF A METAL YARD GATE, 108 FEET NORTH OF THE EAST GATE
 MH0575'POST, 46 FEET SOUTH OF A 14-INCH WALNUT TREE AND 30 FEET EAST OF
 MH0575'A METAL WITNESS POST SET IN A NORTH-SOUTH FENCE.
 MH0575'
 MH0575'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHESTER NO 1 1969,
 MH0575'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0575'DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 MH0575'156 FEET EAST OF A METAL WITNESS POST SET IN A NORTH-SOUTH
 MH0575'FENCE, 86 FEET NORTH OF A FENCE CORNER AND 3 FEET SOUTHWEST OF
 MH0575'A METAL YARD GATE.
 MH0575'
 MH0575'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHESTER NO 2 1969,
 MH0575'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0575'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 MH0575'36 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 11 FEET WEST OF
 MH0575'A METAL WITNESS POST SET IN A EAST-WEST FENCE AND 2 FEET EAST
 MH0575'OF THE EAST GATE POST.
 MH0575'
 MH0575'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHESTER 1969, SET
 MH0575'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0575'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 31 FEET
 MH0575'SOUTH OF THE CENTER OF A GRAVELED ROAD, 2 FEET NORTH OF A GATE
 MH0575'POST AND 2 FEET NORTHWEST OF A METAL WITNESS POST SET IN A
 MH0575'EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0860 ***********************************************************************
 OO0860  DESIGNATION -  CHESTER AZ MK
 OO0860  PID         -  OO0860
 OO0860  STATE/COUNTY-  IA/HOWARD
 OO0860  USGS QUAD   -  CHERRY GROVE (1965)
 OO0860
 OO0860                         *CURRENT SURVEY CONTROL
 OO0860  ___________________________________________________________________
 OO0860* NAD 83(1996)-  43 30 01.54232(N)    092 19 06.94643(W)     ADJUSTED  
 OO0860* NAVD 88     -       400.3    (meters)    1313.     (feet)  VERTCON   
 OO0860  ___________________________________________________________________
 OO0860  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 OO0860  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 OO0860
 OO0860  HORZ ORDER  -  SECOND
 OO0860
 OO0860.The horizontal coordinates were established by classical geodetic methods
 OO0860.and adjusted by the National Geodetic Survey in May 1999..
 OO0860
 OO0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0860
 OO0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0860
 OO0860.The geoid height was determined by GEOID03.
 OO0860
 OO0860;                    North         East     Units Scale Factor Converg.
 OO0860;SPC IA N     - 1,222,881.288 1,595,549.109   MT  1.00005110   +0 48 02.5
 OO0860;SPC MN S     -   157,003.987   935,985.766   MT  1.00007329   +1 10 42.8
 OO0860;UTM  15      - 4,816,614.452   555,087.310   MT  0.99963733   +0 28 08.6
 OO0860
 OO0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0860!SPC IA N     -   0.99994197  x   1.00005110  =   0.99999306
 OO0860!SPC MN S     -   0.99994197  x   1.00007329  =   1.00001525
 OO0860!UTM  15      -   0.99994197  x   0.99963733  =   0.99957932
 OO0860
 OO0860                          SUPERSEDED SURVEY CONTROL
 OO0860
 OO0860  NAD 83(1996)-  43 30 01.54231(N)    092 19 06.94643(W) AD(       ) 2
 OO0860  NAD 83(1986)-  43 30 01.53120(N)    092 19 06.94080(W) AD(       ) 2
 OO0860  NAD 83(1986)-  43 30 01.53105(N)    092 19 06.94076(W) AD(       ) 3
 OO0860  NAD 27      -  43 30 01.65568(N)    092 19 06.32997(W) AD(       ) 3
 OO0860  NGVD 29 (07/19/86)  400.3    (m)         1313.     (f) VERT ANG       
 OO0860
 OO0860.Superseded values are not recommended for survey control.
 OO0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0860.See file dsdata.txt to determine how the superseded data were derived.
 OO0860
 OO0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5508716614(NAD 83)
 OO0860_MARKER: DD = SURVEY DISK
 OO0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0860+STABILITY: SURFACE MOTION
 OO0860
 OO0860  HISTORY     - Date     Condition        Report By
 OO0860  HISTORY     - 1934     MONUMENTED       CGS
 OO0860  HISTORY     - 1975     GOOD             MNDT
 OO0860  HISTORY     - 1981     GOOD             MNDT
 OO0860
 OO0860                          STATION DESCRIPTION
 OO0860
 OO0860'DESCRIBED BY MN DEPT OF TRANSP 1975
 OO0860'AZIMUTH MARK IS E OF THE STATION, 28 FEET S OF THE CENTER LINE
 OO0860'OF STATE LINE ROAD, 5 FEET W OF A TELEPHONE POLE, 6 INCHES N OF
 OO0860'RIGHT-OF-WAY FENCE, 80 FEET W OF A 10-INCH, TRIPLE-OAKS.  THE MARK
 OO0860'PROJECTS 7 INCHES.
 OO0860'
 OO0860'TO REACH FROM CHESTER, IOWA, GO NW ON STATE HIGHWAY 59, 0.5 MILE TO
 OO0860'A GRAVEL ROAD LEADING N TO THE STATE LINE.  GO N ON GRAVEL ROAD 0.25
 OO0860'MILE TO THE STATE LINE, THENCE E ON STATE LINE ROAD 2.2 MILES TO THE
 OO0860'STATION ON THE N SIDE OF THE ROAD.
 OO0860
 OO0860                          STATION RECOVERY (1981)
 OO0860
 OO0860'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (DKH)
 OO0860'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1934,
 OO0860'ABOUT 2-1/2 MILES EAST OF THE TOWN OF CHESTER, IOWA, IN THE NW 1/4 OF
 OO0860'SECTION 6, T100N, R12W, ON THE SOUTH SIDE OF A MINNESOTA - IOWA STATE
 OO0860'LINE ROAD.
 OO0860'
 OO0860'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 63 AND TRUNK
 OO0860'HIGHWAY 56, 2 MILES NORTH OF CHESTER, GO SOUTH ON TRUNK HIGHWAY 63 FOR
 OO0860'0.5 MILE TO THE MINNESOTA - IOWA STATE LINE AND A GRAVEL ROAD ON THE
 OO0860'LEFT, TURN LEFT AND GO EAST ON THE STATE LINE ROAD FOR 2.55 MILES TO
 OO0860'THE STATION ON THE RIGHT.
 OO0860'
 OO0860'THE STATION MARK, A STANDARD CGS AZIMUTH MARK DISK
 OO0860'STAMPED---CHESTER 1934---, IS SET IN THE TOP OF A 12 INCH ROUND
 OO0860'CONCRETE MONUMENT THAT PROJECTS 1.0 FOOT ABOVE THE SURFACE OF THE
 OO0860'GROUND.  THE MARK IS 37 FEET SOUTH OF THE CENTER OF THE ROAD, 6 FEET
 OO0860'NORTH OF A FENCE, 164.5 FEET SOUTHWEST OF A POWER POLE, AND 1.9 FEET
 OO0860'NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0574 ***********************************************************************
 MH0574  DESIGNATION -  CHESTER RM A
 MH0574  PID         -  MH0574
 MH0574  STATE/COUNTY-  IA/POWESHIEK
 MH0574  USGS QUAD   -  GRINNELL NORTH (1980)
 MH0574
 MH0574                         *CURRENT SURVEY CONTROL
 MH0574  ___________________________________________________________________
 MH0574* NAD 83(1996)-  41 50 56.60775(N)    092 41 53.28664(W)     ADJUSTED  
 MH0574* NAVD 88     -       316.2    (meters)    1037.     (feet)  VERTCON   
 MH0574  ___________________________________________________________________
 MH0574  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 MH0574  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 MH0574
 MH0574  HORZ ORDER  -  FIRST
 MH0574
 MH0574.The horizontal coordinates were established by classical geodetic methods
 MH0574.and adjusted by the National Geodetic Survey in May 1999..
 MH0574
 MH0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0574
 MH0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0574
 MH0574.The geoid height was determined by GEOID03.
 MH0574
 MH0574;                    North         East     Units Scale Factor Converg.
 MH0574;SPC IA S     -   205,649.973   566,591.761   MT  1.00001233   +0 31 41.5
 MH0574;SPC IA N     - 1,039,088.324 1,566,593.988   MT  1.00004661   +0 32 36.5
 MH0574;UTM  15      - 4,633,061.537   525,058.733   MT  0.99960773   +0 12 05.0
 MH0574
 MH0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0574!SPC IA S     -   0.99995540  x   1.00001233  =   0.99996773
 MH0574!SPC IA N     -   0.99995540  x   1.00004661  =   1.00000201
 MH0574!UTM  15      -   0.99995540  x   0.99960773  =   0.99956315
 MH0574
 MH0574:                Primary Azimuth Mark                     Grid Az
 MH0574:SPC IA S     -  GRINNEL MUNICIPAL TANK                   189 58 49.8
 MH0574:SPC IA N     -  GRINNEL MUNICIPAL TANK                   189 57 54.8
 MH0574:UTM  15      -  GRINNEL MUNICIPAL TANK                   190 18 26.3
 MH0574
 MH0574|---------------------------------------------------------------------|
 MH0574| PID    Reference Object                     Distance      Geod. Az  |
 MH0574|                                                           dddmmss.s |
 MH0574| MH0586 GRINNEL MUNICIPAL TANK              APPROX.12.3 KM 1903031.3 |
 MH0574| MH0591 GILMAN MUNICIPAL TANK               APPROX. 8.1 KM 2934302.1 |
 MH0574| MH0575 CHESTER                              26.879 METERS 34606     |
 MH0574|---------------------------------------------------------------------|
 MH0574
 MH0574                          SUPERSEDED SURVEY CONTROL
 MH0574
 MH0574  NAD 83(1986)-  41 50 56.61455(N)    092 41 53.29181(W) AD(       ) 1
 MH0574  NAD 27      -  41 50 56.64447(N)    092 41 52.60199(W) AD(       ) 1
 MH0574  NGVD 29 (07/19/86)  316.2    (m)         1037.     (f) VERT ANG       
 MH0574
 MH0574.Superseded values are not recommended for survey control.
 MH0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0574.See file dsdata.txt to determine how the superseded data were derived.
 MH0574
 MH0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2505933062(NAD 83)
 MH0574_MARKER: DS = TRIANGULATION STATION DISK
 MH0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0574+STABILITY: SURFACE MOTION
 MH0574
 MH0574  HISTORY     - Date     Condition        Report By
 MH0574  HISTORY     - 1969     MONUMENTED       CGS
 MH0574
 MH0574                          STATION DESCRIPTION
 MH0574
 MH0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0574'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF
 MH0574'GRINNELL, 5 MILES SOUTH-SOUTHEAST OF GILMAN, IN THE SE 1/4 OF
 MH0574'SECTION 3, T.  81 N., R. 16 W. AND ON PROPERTY OWNED BY
 MH0574'MARGARET THOMPSON.
 MH0574'
 MH0574'THE STATION MARK IS A STANDARD DISK, STAMPED CHESTER RM A 1969,
 MH0574'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 MH0574'14-INCHES BELOW THE GROUND SURFACE.  IT IS 52.5 FEET EAST OF
 MH0574'A WIRE FENCE, 32.0 FEET EAST-NORTHEAST OF A 14-INCH TRIANGLE
 MH0574'BLAZED ELM TREE AND 23.0 FEET NORTH OF A METAL WITNESS POST
 MH0574'WITH SIGN ATTACHED IN FENCE LINE.
 MH0574'
 MH0574'TO REACH THE STATION SEE THE DESCRIPTION FOR CHESTER
 MH0574'1969 THEREOF.
 MH0574'
 MH0574'THE TRAVERSE DISTANCE NOTED ABOVE WAS CORRECTED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0548 ***********************************************************************
 MH0548  DESIGNATION -  CHILLICOTHE COLUMBIA METH CH
 MH0548  PID         -  MH0548
 MH0548  STATE/COUNTY-  IA/WAPELLO
 MH0548  USGS QUAD   -  CHILLICOTHE (1968)
 MH0548
 MH0548                         *CURRENT SURVEY CONTROL
 MH0548  ___________________________________________________________________
 MH0548* NAD 83(1996)-  41 05 49.53944(N)    092 35 16.85802(W)     ADJUSTED  
 MH0548* NAVD 88     -                                                        
 MH0548  ___________________________________________________________________
 MH0548  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 MH0548  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 MH0548
 MH0548  HORZ ORDER  -  THIRD
 MH0548
 MH0548.The horizontal coordinates were established by classical geodetic methods
 MH0548.and adjusted by the National Geodetic Survey in May 1999..
 MH0548
 MH0548
 MH0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0548
 MH0548.The geoid height was determined by GEOID03.
 MH0548
 MH0548;                    North         East     Units Scale Factor Converg.
 MH0548;SPC IA S     -   122,232.065   576,611.989   MT  0.99995000   +0 36 02.6
 MH0548;UTM  15      - 4,549,617.305   534,597.621   MT  0.99961473   +0 16 14.9
 MH0548
 MH0548                          SUPERSEDED SURVEY CONTROL
 MH0548
 MH0548  NAD 83(1986)-  41 05 49.54398(N)    092 35 16.87098(W) AD(       ) 4
 MH0548  NAD 27      -  41 05 49.50500(N)    092 35 16.17800(W) AD(       ) 3
 MH0548
 MH0548.Superseded values are not recommended for survey control.
 MH0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0548.See file dsdata.txt to determine how the superseded data were derived.
 MH0548
 MH0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF3459849617(NAD 83)
 MH0548_MARKER: 75 = BELFRY
 MH0548
 MH0548  HISTORY     - Date     Condition        Report By
 MH0548  HISTORY     - 1956     FIRST OBSERVED   CGS
 MH0548
 MH0548                          STATION DESCRIPTION
 MH0548
 MH0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0548'THE STATION IS ABOUT 3 MILES WEST-NORTHWEST OF CHILLICOTHE,
 MH0548'ALONG THE NORTH SIDE OF COUNTY ROUTE J.
 MH0548'
 MH0548'THE STATION IS FINIAL ON THE BELFRY WHICH IS ON THE ROOF AT
 MH0548'SOUTH END OF CHURCH.  THE CHURCH IS ABOUT 40 FEET HIGH, IS
 MH0548'PAINTED WHITE AND HAS A GREEN ROOF.  THE BELFRY IS PAINTED
 MH0548'GREEN AND THE ORNAMENT ON BELFRY IS PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0823 ***********************************************************************
 MG0823  DESIGNATION -  CHRIS
 MG0823  PID         -  MG0823
 MG0823  STATE/COUNTY-  IA/WASHINGTON
 MG0823  USGS QUAD   -  RIVERSIDE (1983)
 MG0823
 MG0823                         *CURRENT SURVEY CONTROL
 MG0823  ___________________________________________________________________
 MG0823* NAD 83(1996)-  41 24 11.03648(N)    091 37 06.45937(W)     ADJUSTED  
 MG0823* NAVD 88     -       237.2    (meters)     778.     (feet)  VERTCON   
 MG0823  ___________________________________________________________________
 MG0823  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 MG0823  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 MG0823
 MG0823  HORZ ORDER  -  SECOND
 MG0823
 MG0823.The horizontal coordinates were established by classical geodetic methods
 MG0823.and adjusted by the National Geodetic Survey in May 1999..
 MG0823
 MG0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0823
 MG0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0823
 MG0823.The geoid height was determined by GEOID03.
 MG0823
 MG0823;                    North         East     Units Scale Factor Converg.
 MG0823;SPC IA S     -   157,511.062   657,315.925   MT  0.99995458   +1 14 21.7
 MG0823;UTM  15      - 4,584,423.613   615,480.277   MT  0.99976412   +0 54 49.6
 MG0823
 MG0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0823!SPC IA S     -   0.99996794  x   0.99995458  =   0.99992252
 MG0823!UTM  15      -   0.99996794  x   0.99976412  =   0.99973206
 MG0823
 MG0823|---------------------------------------------------------------------|
 MG0823| PID    Reference Object                     Distance      Geod. Az  |
 MG0823|                                                           dddmmss.s |
 MG0823| CL9073 CHRIS RM 1                           14.872 METERS 00040     |
 MG0823| MG0834 CHRIS AZ MK                         APPROX. 4.9 KM 2640356.9 |
 MG0823| CL9074 CHRIS RM 2                           28.657 METERS 27033     |
 MG0823|---------------------------------------------------------------------|
 MG0823
 MG0823                          SUPERSEDED SURVEY CONTROL
 MG0823
 MG0823  NAD 83(1986)-  41 24 11.03690(N)    091 37 06.46807(W) AD(       ) 2
 MG0823  NAD 27      -  41 24 10.96898(N)    091 37 05.87552(W) AD(       ) 2
 MG0823  NGVD 29 (07/19/86)  237.2    (m)          778.     (f) VERT ANG       
 MG0823
 MG0823.Superseded values are not recommended for survey control.
 MG0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0823.See file dsdata.txt to determine how the superseded data were derived.
 MG0823
 MG0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF1548084424(NAD 83)
 MG0823_MARKER: DD = SURVEY DISK
 MG0823_SETTING: 0 = UNSPECIFIED SETTING
 MG0823
 MG0823  HISTORY     - Date     Condition        Report By
 MG0823  HISTORY     - 1968     MONUMENTED       USGS
 MG0823
 MG0823                          STATION DESCRIPTION
 MG0823
 MG0823'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSO)
 MG0823'THE STATION IS LOCATED 7.0 MI N. AND 4.0 MI E. OF WASHINGTON, NEAR
 MG0823'QUARTER COR. BETWEEN SECS. 11 AND 12, T. 76 N., R. 7 W., IN THE
 MG0823'RIGHT-OF-WAY OF COUNTY HWY. R, A CONCRETE PAVED RD.
 MG0823'
 MG0823'TO REACH THE STATION FROM THE POST OFFICE AT WASHINGTON, DRIVE 2
 MG0823'BLOCKS S. ON MARION AVE. AND 2 BLOCKS E. ON WASHINGTON ST. TO
 MG0823'JCT. WITH STATE HWY. 92, CONTINUE E. ON HWY. 92 FOR 0.6 MI TO
 MG0823'JCT. OF CO. HWY. R LEADING N., TURN LEFT AND DRIVE N. AND E. ON
 MG0823'HWY. R FOR 9.5 MI TO STATION ON THE RIGHT.
 MG0823'
 MG0823'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED CHRIS
 MG0823'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD DRIVEN FLUSH
 MG0823'WITH THE GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MG0823'
 MG0823'STATION IS 46 FT E. OF CENTER OF CO. HWY. R, 48 FT SE. OF CENTER
 MG0823'OF HWY. AT FIELD ENTRANCE E., 16 FT S. OF CENTER OF WOODEN GATE,
 MG0823'2 FT W. OF RIGHT-OF-WAY FENCE AND 1 FT N. OF A METAL WITNESS POST.
 MG0823'
 MG0823'REFERENCE MARK NO. 1 IS 49.12 FT (14.972 M.) N. OF STATION, 46 FT
 MG0823'E. OF CENTER OF HWY., 5 FT S. OF A POWER LINE POLE, 1 FT W. OF A
 MG0823'RIGHT-OF-WAY FENCE AND 1 FT N. OF METAL WITNESS POST.
 MG0823'
 MG0823'REFERENCE MARK NO. 2 IS 94.02 FT (28.657 M.) W. OF STATION, 49
 MG0823'FT W. OF CENTER OF HWY. R, 1 FT E. OF RIGHT-OF-WAY FENCE AND
 MG0823'1 FT S. OF A METAL WITNESS POST.
 MG0823'
 MG0823'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0834 ***********************************************************************
 MG0834  DESIGNATION -  CHRIS AZ MK
 MG0834  PID         -  MG0834
 MG0834  STATE/COUNTY-  IA/WASHINGTON
 MG0834  USGS QUAD   -  KALONA (1969)
 MG0834
 MG0834                         *CURRENT SURVEY CONTROL
 MG0834  ___________________________________________________________________
 MG0834* NAD 83(1996)-  41 23 54.50219(N)    091 40 37.03171(W)     ADJUSTED  
 MG0834* NAVD 88     -       237.7    (meters)     780.     (feet)  VERTCON   
 MG0834  ___________________________________________________________________
 MG0834  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 MG0834  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 MG0834
 MG0834  HORZ ORDER  -  SECOND
 MG0834
 MG0834.The horizontal coordinates were established by classical geodetic methods
 MG0834.and adjusted by the National Geodetic Survey in May 1999..
 MG0834
 MG0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0834
 MG0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0834
 MG0834.The geoid height was determined by GEOID03.
 MG0834
 MG0834;                    North         East     Units Scale Factor Converg.
 MG0834;SPC IA S     -   156,896.962   652,436.786   MT  0.99995430   +1 12 03.0
 MG0834;UTM  15      - 4,583,837.375   610,598.689   MT  0.99975053   +0 52 30.0
 MG0834
 MG0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0834!SPC IA S     -   0.99996785  x   0.99995430  =   0.99992216
 MG0834!UTM  15      -   0.99996785  x   0.99975053  =   0.99971839
 MG0834
 MG0834:                Primary Azimuth Mark                     Grid Az
 MG0834:SPC IA S     -  CHRIS                                    082 49 34.6
 MG0834:UTM  15      -  CHRIS                                    083 09 07.6
 MG0834
 MG0834|---------------------------------------------------------------------|
 MG0834| PID    Reference Object                     Distance      Geod. Az  |
 MG0834|                                                           dddmmss.s |
 MG0834| MG0823 CHRIS                               APPROX. 4.9 KM 0840137.6 |
 MG0834|---------------------------------------------------------------------|
 MG0834
 MG0834                          SUPERSEDED SURVEY CONTROL
 MG0834
 MG0834  NAD 83(1986)-  41 23 54.50358(N)    091 40 37.04106(W) AD(       ) 2
 MG0834  NAD 27      -  41 23 54.43923(N)    091 40 36.44278(W) AD(       ) 2
 MG0834  NGVD 29 (07/19/86)  237.7    (m)          780.     (f) VERT ANG       
 MG0834
 MG0834.Superseded values are not recommended for survey control.
 MG0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0834.See file dsdata.txt to determine how the superseded data were derived.
 MG0834
 MG0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF1059983837(NAD 83)
 MG0834_MARKER: DZ = AZIMUTH MARK DISK
 MG0834_SETTING: 0 = UNSPECIFIED SETTING
 MG0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0834
 MG0834  HISTORY     - Date     Condition        Report By
 MG0834  HISTORY     - 1968     MONUMENTED       USGS
 MG0834
 MG0834                          STATION DESCRIPTION
 MG0834
 MG0834'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0834'THE STATION IS LOCATED ABOUT 6.65 MI N. AND 1.0 MI E. OF
 MG0834'WASHINGTON, IN THE RIGHT-OF-WAY OF A N.-S. GRAVEL RD., 0.15 MI
 MG0834'N. OF A CROSSROADS AND 0.15 MI N. OF COR. SECS. 8, 9, 16 AND
 MG0834'17, T. 76 N., R. 7 W.
 MG0834'
 MG0834'TO REACH THE STATION FROM THE POST OFFICE AT WASHINGTON, DRIVE 4
 MG0834'BLOCKS S. ON MARION AVE. TO JCT. WITH STATE HWY. 92, TURN RIGHT
 MG0834'AND DRIVE W. FOR 0.8 MI ON STATE HWY. 92 TO JCT. WITH STATE
 MG0834'HWY. 1, CONTINUE W. AND N. ON STATE HWYS. 1 AND 92 FOR 3.1 MI TO
 MG0834'ANOTHER JCT. OF HWYS. 1 AND 92, CONTINUE N. ON HWY. 1 FOR 4.0
 MG0834'MI TO A GRAVEL RD. CROSSING, TURN RIGHT AND DRIVE E. ON GRAVEL
 MG0834'RD. FOR 2.0 MI TO A GRAVEL CROSSROADS, TURN LEFT AND DRIVE N.
 MG0834'ON GRAVEL RD. FOR 0.15 MI TO STATION ON THE LEFT.
 MG0834'
 MG0834'STATION MARK IS A STANDARD AZIMUTH MARK TABLET STAMPED CHRIS
 MG0834'1968 CRIMPED ON A 10 FT LENGTH OF COPPER COATED ROD, DRIVEN FLUSH
 MG0834'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL, 379 FT
 MG0834'S. OF CENTER OF N.-S. GRAVEL RD. AT FENCES E./W., 33 FT W. OF
 MG0834'CENTER OF N.-S. GRAVEL ROAD., 15 FT N. OF A TELEPHONE POLE AND
 MG0834'2 FT E. OF RIGHT-OF-WAY FENCE AND METAL WITNESS POST.
 MG0834'
 MG0834'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1164 ***********************************************************************
 MJ1164  DESIGNATION -  CHRISTENSEN
 MJ1164  PID         -  MJ1164
 MJ1164  STATE/COUNTY-  IA/SHELBY
 MJ1164  USGS QUAD   -  PRAIRIE ROSE LAKE (1978)
 MJ1164
 MJ1164                         *CURRENT SURVEY CONTROL
 MJ1164  ___________________________________________________________________
 MJ1164* NAD 83(1996)-  41 34 38.68892(N)    095 11 31.92413(W)     ADJUSTED  
 MJ1164* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 MJ1164  ___________________________________________________________________
 MJ1164  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 MJ1164  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 MJ1164
 MJ1164  HORZ ORDER  -  FIRST
 MJ1164
 MJ1164.The horizontal coordinates were established by classical geodetic methods
 MJ1164.and adjusted by the National Geodetic Survey in May 1999..
 MJ1164
 MJ1164.The orthometric height was scaled from a topographic map.
 MJ1164
 MJ1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1164
 MJ1164.The geoid height was determined by GEOID03.
 MJ1164
 MJ1164;                    North         East     Units Scale Factor Converg.
 MJ1164;SPC IA S     -   176,545.115   358,889.224   MT  0.99996992   -1 06 52.8
 MJ1164;UTM  15      - 4,605,179.462   317,245.478   MT  1.00001103   -1 27 18.8
 MJ1164
 MJ1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1164!SPC IA S     -   0.99993744  x   0.99996992  =   0.99990736
 MJ1164!UTM  15      -   0.99993744  x   1.00001103  =   0.99994847
 MJ1164
 MJ1164|---------------------------------------------------------------------|
 MJ1164| PID    Reference Object                     Distance      Geod. Az  |
 MJ1164|                                                           dddmmss.s |
 MJ1164| CL6228 CHRISTENSEN RM 4                     40.457 METERS 00124     |
 MJ1164| CL6225 CHRISTENSEN RM 1                    190.000 METERS 07656     |
 MJ1164| MJ1163 ELK HORN MICROWAVE TOWER            APPROX.11.8 KM 1074815.2 |
 MJ1164| CL6226 CHRISTENSEN RM 2 AZIMUTH                           19923     |
 MJ1164| CL6227 CHRISTENSEN RM 3                     11.070 METERS 27526     |
 MJ1164|---------------------------------------------------------------------|
 MJ1164
 MJ1164                          SUPERSEDED SURVEY CONTROL
 MJ1164
 MJ1164  NAD 83(1996)-  41 34 38.69081(N)    095 11 31.93135(W) AD(       ) 1
 MJ1164  NAD 83(1986)-  41 34 38.69044(N)    095 11 31.93277(W) AD(       ) 1
 MJ1164  NAD 27      -  41 34 38.73200(N)    095 11 30.94700(W) AD(       ) 1
 MJ1164
 MJ1164.Superseded values are not recommended for survey control.
 MJ1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1164.See file dsdata.txt to determine how the superseded data were derived.
 MJ1164
 MJ1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1724505179(NAD 83)
 MJ1164_MARKER: DS = TRIANGULATION STATION DISK
 MJ1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1164
 MJ1164  HISTORY     - Date     Condition        Report By
 MJ1164  HISTORY     - 1930     MONUMENTED       CGS
 MJ1164  HISTORY     - 1962     GOOD             USGS
 MJ1164  HISTORY     - 1963     GOOD             CGS
 MJ1164  HISTORY     - 1968     GOOD             CGS
 MJ1164  HISTORY     - 1969     GOOD             CGS
 MJ1164
 MJ1164                          STATION DESCRIPTION
 MJ1164
 MJ1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MJ1164'STATION IS ABOUT 6-1/2 MILES W AND 1 MILE S OF ELKHORN, AND 8 MILES
 MJ1164'SE OF HARLAN, ON FARM OWNED AND OCCUPIED BY MARTIN CHRISTENSEN.
 MJ1164'MR. CHRISTENSENS HOUSE IS IN THE SE CORNER OF CROSSROADS 8 MILES E
 MJ1164'OF CORLEY, AND 1 MILE E OF THE ROSE HILL SCHOOLHOUSE.  THE STATION
 MJ1164'IS IN A WINDBREAK IN THE N END OF A PIG LOT, ABOUT 90 YARDS NE OF
 MJ1164'THE LARGE BARN, AND 100 YARDS SE OF THE HOUSE.  MARK IS
 MJ1164'DEPRESSED 12 INCHES AND IS 5.0 METERS S OF A FENCE AND 10.0
 MJ1164'METERS W OF ANOTHER FENCE LINE.
 MJ1164'
 MJ1164'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MJ1164'DISKS SET IN CONCRETE.
 MJ1164'
 MJ1164'REFERENCE MARK NO. 1 IS A FLUSH MARK AND IS LOCATED 9.5 METERS S OF
 MJ1164'THE CENTER LINE OF THE ROAD, ABOUT 300 METERS E OF THE ROAD
 MJ1164'CORNERS.  IT IS 0.85 METER N OF A FENCE LINE AND 5.6 METERS FROM
 MJ1164'A FENCE CORNER.  REFERENCE MARK NO. 2 IS A FLUSH MARK AND IS
 MJ1164'LOCATED 9.3 METERS E OF THE CENTER LINE OF THE ROAD, ABOUT 220
 MJ1164'METERS S OF THE ROAD CORNERS.  IT IS 0.36 METER W OF A FENCE LINE
 MJ1164'AND 16.45 METERS SE OF A FENCE CORNER.
 MJ1164'
 MJ1164'STATION IS REACHED FROM CORLEY BY GOING E ON COUNTY ROAD 8 MILES
 MJ1164'TO THE CHRISTENSEN FARM.
 MJ1164'
 MJ1164'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MJ1164
 MJ1164                          STATION RECOVERY (1962)
 MJ1164
 MJ1164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MJ1164'LOCAL REFERENCES FOR THE STATION MARK GIVEN IN THE ORIGINAL
 MJ1164'DESCRIPTION ARE ALL DESTROYED WITH THE EXCEPTION OF THE HOUSE
 MJ1164'AND BARN, THE MEASUREMENTS TO THESE ARE GROSSLY IN ERROR.  THE
 MJ1164'STATION MARK IS NOW 333 FEET E OF THE CROSS-ROADS, 180 FEET S OF
 MJ1164'THE CENTER LINE OF THE E-W GRAVEL ROAD, 132 FEET S OF A FENCE
 MJ1164'CORNER NEAR THE ROAD, 10 FEET E AND 16.5 FEET S OF ANOTHER FENCE
 MJ1164'CORNER, 26.5 FEET SW OF THE CENTER OF A 15-INCH WALNUT TREE AND
 MJ1164'21.0 FEET S OF A LONE 10-INCH WALNUT TREE.  THE MARK IS 16
 MJ1164'INCHES UNDERGROUND.
 MJ1164'
 MJ1164'BOTH REFERENCE MARKS WERE NOT FOUND AND ARE PROBABLY DESTROYED.
 MJ1164
 MJ1164                          STATION RECOVERY (1963)
 MJ1164
 MJ1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (REF)
 MJ1164'STATION RECOVERD IN GOOD CONDITION AFTER EXTENSIVE SEARCH.  R.M.
 MJ1164'1 HAS BEEN REMOVED BY ROAD CONSTRUCTION.  R.M. 2 UNABLE TO LOCATE.
 MJ1164'
 MJ1164'ALL FENCES REFERRED TO IN ORIGINAL DESCRIPTION HAVE BEEN CHANGED.
 MJ1164'NEW DESCRIPTION FOLLOWS--
 MJ1164'
 MJ1164'STATION IS LOCATED 131.3 FEET S OF SOUTH ROAD R.O.W. FENCE, 179.5
 MJ1164'FEET ESE OF SOUTHEAST CORNER OF MILK HOUSE NEAR FARM HOUSE, 254.5
 MJ1164'FEET N OF SOUTH PASTURE FENCE AND 597 FEET W OF EAST PASTURE FENCE
 MJ1164'AND IS EAST OF GROVE.  MARK IS DEPRESSED 12 INCHES.
 MJ1164
 MJ1164                          STATION RECOVERY (1968)
 MJ1164
 MJ1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JFS)
 MJ1164'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1
 MJ1164'AND 2 WERE NOT FOUND AND ARE PROBABLY DESTROYED BY ROAD
 MJ1164'CONSTRUCTION.  REFERENCE MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION
 MJ1164'FOLLOWS-- STATION IS LOCATED ABOUT 5.2 MI S AND 6.5 MI E. OF
 MJ1164'HARLAN, ABOUT 7.1 MI E. OF CORLEY, IN THE NW. QUARTER OF SEC.
 MJ1164'11, T. 78 N., R.  38 W., ABOUT 150 YARDS E.-SE. OF A CROSSROADS,
 MJ1164'AT THE E. EDGE OF A SHELTER GROVE AND IN CULTIVATED LAND NOW
 MJ1164'OWNED BY MR. C. MARTIN, WHO LIVES ABOUT 2 MI SE. OF THE
 MJ1164'STATION.
 MJ1164'
 MJ1164'TO REACH THE STATION FROM THE POST OFFICE IN HARLAN, DRIVE W. ON
 MJ1164'BALDWIN ST. FOR 0.3 MI TO JCT. WITH U.S. HWY. 59, TURN LEFT AND
 MJ1164'DRIVE S. ON HWY. 59 FOR 0.7 MI TO JCT. WITH STATE HWY. 64, CONTINUE
 MJ1164'S. ON HWY. 59 FOR 5.1 MI TO A CROSSING OF AN ASPHALT RD. AT THE
 MJ1164'SE. COR. OF AN AIRPORT, TURN LEFT AND DRIVE E. ON ASPHALT RD. FOR
 MJ1164'7.4 MI TO A CROSSROADS, CONTINUE E. ABOUT 300 FT ON RD. TO
 MJ1164'STATION ON THE RIGHT.
 MJ1164'
 MJ1164'STATION MARK IS A STANDARD DISK SET IN CONCRETE 16 IN. BELOW GROUND
 MJ1164'AND STAMPED CHRISTENSEN 1930.  REFERENCE MARKS 3 AND 4 ARE USGS
 MJ1164'TABLETS STAMPED CHRISTENSEN 1930 1968, CRIMPED ON 10 FT LENGTHS OF
 MJ1164'COPPER COATED ROD, DRIVEN FLUSH WITH THE GROUND AND SET IN 6 IN.
 MJ1164'TILE FILLED WITH GRAVEL.
 MJ1164'
 MJ1164'STATION MARK IS 327 FT E. OF CENTER OF N.-S. ASPHALT RD., 182 FT
 MJ1164'S. OF CENTER OF E.-W. ASPHALT RD., 131 FT S. OF S. RIGHT-OF-WAY
 MJ1164'FENCE OF E.-W. RD., 18 FT S.-SE. OF A FENCE COR., AND 37 FT E. OF
 MJ1164'A N.-S. FENCE.
 MJ1164'
 MJ1164'REFERENCE MARK 3 IS 36.32 FT (11.070 M.) W. OF STATION, 12 FT S. OF
 MJ1164'COR. OF T-FENCE S. AND 0.5 FT E. OF N.-S. FENCE AND A METAL
 MJ1164'WITNESS POST.
 MJ1164'
 MJ1164'REFERENCE MARK 4 IS 132.73 FT (40.457 M.) N. OF STATION, 47 FT S.
 MJ1164'OF CENTER OF THE E.-W. ASPHALT RD., 12 FT E. OF COR. OF T-FENCE S.
 MJ1164'AND 1.5 FT N. OF THE S. RIGHT-OF-WAY FENCE AND A METAL WITNESS
 MJ1164'POST.
 MJ1164
 MJ1164                          STATION RECOVERY (1969)
 MJ1164
 MJ1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MJ1164'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 MJ1164'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE SEARCHED FOR BUT NOT
 MJ1164'FOUND AND ALL INDICATION FROM OLD TIES SHOW THE MARKS MUST OF BEEN
 MJ1164'DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARK NO. 3 AND
 MJ1164'REFERENCE MARK NO. 4 WERE SET BY THE U.S. GEOLOGICAL SURVEY BUT
 MJ1164'MARKS HAVE NO AZIMUTH TIE.  NO OBJECTS WERE VISIBLE FROM
 MJ1164'STATION SO AN AZIMUTH MARK WAS NOT SET.
 MJ1164'
 MJ1164'FOLLOWING IS A NEW DESCRIPTION.
 MJ1164'
 MJ1164'TO REACH THE STATION FROM THE POST OFFICE IN HARLAN, GO WEST ON
 MJ1164'BALDWIN STREET FOR 0.3 MILE TO THE JUNCTION OF U.S. HIGHWAY 59.
 MJ1164'TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 59 FOR 5.1 MILES TO A
 MJ1164'CROSSROAD AT THE SOUTHEAST CORNER OF A SMALL AIRPORT.  TURN LEFT
 MJ1164'AND GO EAST ON A BLACKTOP ROAD FOR 7.4 MILES TO A CROSSROAD.
 MJ1164'CONTINUE EAST FOR ABOUT 300 FEET TO THE STATION ON THE RIGHT.
 MJ1164'
 MJ1164'STATION MARK, A STANDARD DISK STAMPED CHRISTENSEN 1930, IS SET IN
 MJ1164'THE TOP OF A SQUARE CONCRETE POST WHICH IS 16 INCHES BELOW THE
 MJ1164'SURFACE OF THE GROUND.  IT IS 327 FEET EAST OF THE CENTER OF A
 MJ1164'NORTH-SOUTH BLACKTOP ROAD, 182 FEET SOUTH OF AN EAST-WEST BLACKTOP
 MJ1164'ROAD, 131 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 37 FEET
 MJ1164'EAST OF A FENCE, AND 18 FEET SOUTH-SOUTHEAST OF A CORNER FENCE
 MJ1164'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 MJ1164'
 MJ1164'REFERENCE MARK NO. 3, A STANDARD U.S. GEOLOGICAL SURVEY DISK
 MJ1164'STAMPED CHRISTENSEN NO. 3 1930 1968, CRIMPED ON 10 FOOT LENGTHS OF
 MJ1164'COPPER COATED ROD, DRIVEN FLUSH WITH A 6-INCH TILED FILLED WITH
 MJ1164'GRAVEL.  IT IS 12 FEET SOUTH OF A CORNER OF A T-FENCE SOUTH, AND
 MJ1164'0.5 FEET EAST OF A NORTH-SOUTH FENCE AND A METAL WITNESS POST.
 MJ1164'
 MJ1164'REFERENCE MARK NO. 4, A STANDARD U.S. GEOLOGICAL SURVEY DISK
 MJ1164'STAMPED CHRISTENSEN NO. 4 1930 1968, CRIMPED ON 10 FOOT LENGTHS OF
 MJ1164'COPPER COATED ROD, DRIVEN FLUSH WITH A 6-INCH TILE FILLED WITH
 MJ1164'GRAVEL.  IT IS 47 FEET SOUTH OF THE EAST-WEST ROAD, 12 FEET EAST
 MJ1164'OF A CORNER OF A T-FENCE SOUTH, 1 FOOT NORTH OF THE SOUTH
 MJ1164'RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1164'
 MJ1164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.5 MILES
 MJ1164'WEST AND 1 MILE SOUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0846 ***********************************************************************
 ON0846  DESIGNATION -  CHURCH LANSING RIDGE CH SPIRE
 ON0846  PID         -  ON0846
 ON0846  STATE/COUNTY-  IA/ALLAMAKEE
 ON0846  USGS QUAD   -  CHURCH (1976)
 ON0846
 ON0846                         *CURRENT SURVEY CONTROL
 ON0846  ___________________________________________________________________
 ON0846* NAD 83(1996)-  43 21 09.75613(N)    091 20 20.86127(W)     ADJUSTED  
 ON0846* NAVD 88     -                                                        
 ON0846  ___________________________________________________________________
 ON0846  LAPLACE CORR-          -7.65  (seconds)                    DEFLEC99
 ON0846  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 ON0846
 ON0846  HORZ ORDER  -  THIRD
 ON0846
 ON0846.The horizontal coordinates were established by classical geodetic methods
 ON0846.and adjusted by the National Geodetic Survey in May 1999..
 ON0846
 ON0846
 ON0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0846
 ON0846.The geoid height was determined by GEOID03.
 ON0846
 ON0846;                    North         East     Units Scale Factor Converg.
 ON0846;SPC IA N     - 1,208,040.310 1,675,172.265   MT  1.00001686   +1 27 52.3
 ON0846;SPC MN S     -   142,703.336 1,015,712.908   MT  1.00012106   +1 51 54.3
 ON0846;SPC WI S     -   151,144.645   491,444.801   MT  0.99993290   -0 55 12.4
 ON0846;SPC WI S     -   495,880.39  1,612,348.48   sFT  0.99993290   -0 55 12.4
 ON0846;UTM  15      - 4,801,323.292   634,599.139   MT  0.99982286   +1 08 25.2
 ON0846
 ON0846                          SUPERSEDED SURVEY CONTROL
 ON0846
 ON0846  NAD 83(1996)-  43 21 09.75613(N)    091 20 20.86125(W) AD(       ) 4
 ON0846  NAD 83(1996)-  43 21 09.74950(N)    091 20 20.86191(W) AD(       ) 4
 ON0846  NAD 83(1986)-  43 21 09.74925(N)    091 20 20.86098(W) AD(       ) 4
 ON0846  NAD 27      -  43 21 09.83500(N)    091 20 20.38200(W) AD(       ) 3
 ON0846
 ON0846.Superseded values are not recommended for survey control.
 ON0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0846.See file dsdata.txt to determine how the superseded data were derived.
 ON0846
 ON0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3459901323(NAD 83)
 ON0846_MARKER: 90 = CHURCH SPIRE
 ON0846
 ON0846  HISTORY     - Date     Condition        Report By
 ON0846  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0846
 ON0846                          STATION DESCRIPTION
 ON0846
 ON0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0846'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE.  THE SPIRE
 ON0846'IS WHITE SHINGLED AND SETS ON THE ROOF OF A WHITE FRAME BUILDING.
 ON0846'THE OVERALL HEIGHT IS ABOUT 60 FEET.
 ON0846'
 ON0846'THE SPIRE IS LOCATED IN THE SMALL VILLAGE OF CHURCH, IOWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0787 ***********************************************************************
 NL0787  DESIGNATION -  CHURDAN MUNICIPAL TANK
 NL0787  PID         -  NL0787
 NL0787  STATE/COUNTY-  IA/GREENE
 NL0787  USGS QUAD   -  CHURDAN (1985)
 NL0787
 NL0787                         *CURRENT SURVEY CONTROL
 NL0787  ___________________________________________________________________
 NL0787* NAD 83(1996)-  42 09 16.89983(N)    094 28 45.28194(W)     ADJUSTED  
 NL0787* NAVD 88     -                                                        
 NL0787  ___________________________________________________________________
 NL0787  LAPLACE CORR-           7.86  (seconds)                    DEFLEC99
 NL0787  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 NL0787
 NL0787  HORZ ORDER  -  THIRD
 NL0787
 NL0787.The horizontal coordinates were established by classical geodetic methods
 NL0787.and adjusted by the National Geodetic Survey in May 1999..
 NL0787
 NL0787
 NL0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0787
 NL0787.The geoid height was determined by GEOID03.
 NL0787
 NL0787;                    North         East     Units Scale Factor Converg.
 NL0787;SPC IA N     - 1,073,189.771 1,419,068.614   MT  0.99998519   -0 39 49.2
 NL0787;UTM  15      - 4,668,010.914   377,788.240   MT  0.99978378   -0 59 34.4
 NL0787
 NL0787                          SUPERSEDED SURVEY CONTROL
 NL0787
 NL0787  NAD 83(1986)-  42 09 16.89521(N)    094 28 45.28771(W) AD(       ) 4
 NL0787  NAD 27      -  42 09 16.95000(N)    094 28 44.39000(W) AD(       ) 3
 NL0787
 NL0787.Superseded values are not recommended for survey control.
 NL0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0787.See file dsdata.txt to determine how the superseded data were derived.
 NL0787
 NL0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG7778868011(NAD 83)
 NL0787_MARKER: 53 = ELEVATED TANK
 NL0787
 NL0787  HISTORY     - Date     Condition        Report By
 NL0787  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0787
 NL0787                          STATION DESCRIPTION
 NL0787
 NL0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0787'THIS STATION IS THE BLACK MUNICIPAL WATER TANK IN THE TOWN OF
 NL0787'CHURDAN, IOWA.  THE TANK IS LOCATED W OF HILL STREET, NEAR
 NL0787'THE RIGHT-OF-WAY OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0787'PACIFIC RAILROAD, ON THE W SIDE OF THE TOWN, IN SECTION 20,
 NL0787'T 85 N, R 31 W.  IT WAS ERECTED IN 1921.  THE MUNICIPAL
 NL0787'PUMPING STATION IS LOCATED DIRECTLY BENEATH THE TANK.
 NL0787'
 NL0787'THE TANK HAS FOUR TRUSS-WORK LEGS, BRACED BY TWO SETS OF
 NL0787'HORIZONTAL CROSS MEMBERS.  THE LEGS ARE ABOUT 100 FEET HIGH.
 NL0787'FROM THE JUNCTION POINT OF THE LEGS WITH THE BOWL OF THE TANK,
 NL0787'AN OVAL SECTION EXTENDS DOWNWARD ABOUT 10 FEET, FROM THE
 NL0787'CENTER OF WHICH A 6-FOOT SQUARE WHITE-SIDED FEED-PIPE JACKET
 NL0787'EXTENDS DOWN TO THE ROOF OF THE PUMPING STATION.  THERE IS
 NL0787'ANOTHER WHITE-SIDED TOWER ON THE N SIDE OF THE FEED PIPE JACKET
 NL0787'WHICH EXTENDS UP ABOUT HALF THE DISTANCE TO THE OVAL SECTION.
 NL0787'THERE IS A RAILED WHITE WOODEN PLATFORM 12-FEET SQUARE AROUND
 NL0787'THE TOP OF THE FEED PIPE JACKET.  THE VERTICAL SECTION IS
 NL0787'ABOUT 25 FEET HIGH AND HAS A CAT-WALK AND WHITE RAIL AROUND ITS
 NL0787'BASE.  THE ROOF IS SILVER COLORED, SLIGHTLY CONICAL, RISING
 NL0787'ABOUT 5 FEET, AND HAS A SILVER BALL AND ELECTRIC LIGHT AT ITS
 NL0787'APEX.  THE TOTAL HEIGHT IS ABOUT 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5732 ***********************************************************************
 AB5732  SACS        -  This is a Secondary Airport Control Station.
 AB5732  DESIGNATION -  CID ARP 2
 AB5732  PID         -  AB5732
 AB5732  STATE/COUNTY-  IA/LINN
 AB5732  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 AB5732
 AB5732                         *CURRENT SURVEY CONTROL
 AB5732  ___________________________________________________________________
 AB5732* NAD 83(1996)-  41 53 05.60149(N)    091 42 32.27722(W)     ADJUSTED  
 AB5732* NAVD 88     -       261.11   (meters)     856.7    (feet)  GPS OBS   
 AB5732  ___________________________________________________________________
 AB5732  X           -    -141,828.069 (meters)                     COMP
 AB5732  Y           -  -4,753,599.719 (meters)                     COMP
 AB5732  Z           -   4,236,246.495 (meters)                     COMP
 AB5732  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 AB5732  ELLIP HEIGHT-         228.86  (meters)          (03/26/02) GPS OBS
 AB5732  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 AB5732
 AB5732  HORZ ORDER  -  FIRST
 AB5732  ELLP ORDER  -  FOURTH    CLASS I
 AB5732
 AB5732.This mark is at Cedar Rapids Municipal Airport (CID)
 AB5732
 AB5732.The horizontal coordinates were established by GPS observations
 AB5732.and adjusted by the National Geodetic Survey in March 2002..
 AB5732
 AB5732.The orthometric height was determined by GPS observations and a
 AB5732.high-resolution geoid model.
 AB5732
 AB5732.GPS derived orthometric heights for airport stations designated as
 AB5732.PACS or SACS are published to 2 decimal places.  This maintains
 AB5732.centimeter relative accuracy between the PACS and SACS.  It does
 AB5732.not indicate centimeter accuracy relative to other marks which are
 AB5732.part of the NAVD 88 network.
 AB5732
 AB5732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5732
 AB5732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5732
 AB5732.The ellipsoidal height was determined by GPS observations
 AB5732.and is referenced to NAD 83.
 AB5732
 AB5732.The geoid height was determined by GEOID03.
 AB5732
 AB5732;                    North         East     Units Scale Factor Converg.
 AB5732;SPC IA N     - 1,044,327.207 1,648,650.195   MT  1.00003796   +1 12 49.9
 AB5732;UTM  15      - 4,637,801.512   607,113.857   MT  0.99974118   +0 51 43.3
 AB5732
 AB5732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5732!SPC IA N     -   0.99996411  x   1.00003796  =   1.00000206
 AB5732!UTM  15      -   0.99996411  x   0.99974118  =   0.99970530
 AB5732
 AB5732                          SUPERSEDED SURVEY CONTROL
 AB5732
 AB5732.No superseded survey control is available for this station.
 AB5732
 AB5732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG0711437802(NAD 83)
 AB5732_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB5732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5732_STAMPING: ARP 2 1966
 AB5732_MARK LOGO: CGS   
 AB5732_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5732+STABILITY: SURFACE MOTION
 AB5732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5732+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2001
 AB5732
 AB5732  HISTORY     - Date     Condition        Report By
 AB5732  HISTORY     - 1966     MONUMENTED       CGS
 AB5732  HISTORY     - 19900615 GOOD             CGS
 AB5732  HISTORY     - 20010711 GOOD             NGS
 AB5732
 AB5732                          STATION DESCRIPTION
 AB5732
 AB5732'DESCRIBED BY COAST AND GEODETIC SURVEY 1990
 AB5732'THE STATION IS LOCATED NEAR THE INTERSECTION OF RUNWAYS 9-27 AND
 AB5732'13-31, 238.6 FT (72.7 M) NORTHWEST OF THE SECOND RUNWAY LIGHT WEST OF
 AB5732'RWY INTERSECTION, 200.1 FT (61.0 M) NORTHWEST OF THE FOURTH RUNWAY
 AB5732'LIGHT WEST OF INTERSECTION, 100.5 FT (30.6 M) NORTH OF THE NORTH EDGE
 AB5732'OF RUNWAY AND 92.1 FT (28.1 M) NORTH OF THE THIRD RUNWAY LIGHT WEST OF
 AB5732'THE RUNWAY INTERSECTION.  THE STATION IS A STANDARD TOPOGRAPHIC DISK
 AB5732'STAMPED ARP 2 1966 SET IN THE TOP OF ROUND CONCRETE MONUMENT FLUSH
 AB5732'WITH THE GROUND.
 AB5732
 AB5732                          STATION RECOVERY (2001)
 AB5732
 AB5732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 AB5732'THIS STATION IS LOCATED  NEAR THE INTERSCTION OF RUNWAYS 9-27 AND
 AB5732'13-31 AT THE EASTERN IOWA AIRPORT, CEDAR RAPIDS, IOWA.  OWNERNSHIP
 AB5732'CEDAR RAPIDS AIRPORT COMMISSION, CITY HALL,  2ND AVENUE ISLAND,
 AB5732'CEDAR RAPIDS, IOWA 52406. PHONE (319)398-5051. AIRPORT MANAGER
 AB5732'LARRY MULLENDORE, AAE, 2515 WRIGHT BROS. BOULEVARD, CEDAR RAPIDS,
 AB5732'IOWA 52406.  PHONE (319) 362-3131.
 AB5732' 
 AB5732'TO REACH THIS STATION FROM I380.   EXT WEST ON WRIGHT BROS
 AB5732'BOLOUVARD.  CONTINUE WEST ON WRIGHT BROS BOULEVARD FOR 1.3
 AB5732'MILES TO 18TH STREET.  LEFT ON 18TH STREET AND CONTINUE SOUTH FOR
 AB5732'0.7 MILES TO ENTRANCE TO EAST T HANGAR AREA AND GATE 19 ON  RIGHT.
 AB5732'RIGHT AND CONTINUE THROUGH GATE 19 PASSED THREE T HANGARS ON
 AB5732'LEFT  FOR 0.05 MILES.  LEFT AND CONTINUE THROUGH T HANGAR AREA FOR
 AB5732'O.O5 MILES TO GRAVEL PERIMETER ROAD STRAIGHT AHEAD.
 AB5732'CAUTION- DO NOT ENTER ANY AIRCRAFT MOVEMENT AREAS WITH
 AB5732'FIRST CONTACTING TOWER.  CONTINUE SOUTH  AND WESTERLY ON
 AB5732'PERIMETER ROAD AROUND SOUTH SIDE OF AIRPORT PROPERTY FOR 2.65
 AB5732'MILES.   CONTINUE NORTH ON PERIMETER ROAD AND CROSS APPROACH FOR
 AB5732'RUNWAY  9 APROXIMETLY .2 MILES TO ACCESS ROAD ON RIGHT.   RIGHT AND
 AB5732'NEASTERLY ON ACESS ROAD FOR 0.25 MILES TO SOUTH END OF PARALELLE
 AB5732'TAXIWAY B  CONTINUE NORTH ON PARALELLE TAXIWAY B FOR 1.25 MILES TO
 AB5732'STATION IN GRASS AREA  NEAR THE INTERSECTIONS OF RUNWAY 9-7 AND
 AB5732'13-31.
 AB5732' 
 AB5732'THIS STATION IS 238.6 FEET(72.7 METERS) NORTHWEST OF THE SECOND
 AB5732'RUNWAY LIGHT WEST OF RUNWAY INTERSECTION, 200.1 FEET(61.0 METERS)
 AB5732'NORTHEAST OF THE FOURTH RUNWAY LIGHT WEST  OF THE INTERSECTION.
 AB5732'100.5 FEET (30.6 METERS) NORTH OF THE NORTH EDGE OF RUNWAY AND 92.1
 AB5732'FEET (28.1 METERS) NORTH OF THE THIRD RUNWAY LIGHT WEST OF THE
 AB5732'RUNWAY INTERSECTION.  THIS STATION HAS BEEN DESIGNATED AS A SECONDARY
 AB5732'AIRPORT
 AB5732'CONTROL STATION  OR SACS.
 AB5732' 
 AB5732' 
 AB5732' 
 AB5732' 
 AB5732' 
 AB5732' 
 AB5732' 
 AB5732' 
 AB5732' 
 AB5732' 
 AB5732'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8568 ***********************************************************************
 AJ8568  PACS        -  This is a Primary Airport Control Station.
 AJ8568  DESIGNATION -  CID GP 1
 AJ8568  PID         -  AJ8568
 AJ8568  STATE/COUNTY-  IA/LINN
 AJ8568  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 AJ8568
 AJ8568                         *CURRENT SURVEY CONTROL
 AJ8568  ___________________________________________________________________
 AJ8568* NAD 83(1996)-  41 53 00.03223(N)    091 44 00.13408(W)     ADJUSTED  
 AJ8568* NAVD 88     -       264.18   (meters)     866.7    (feet)  GPS OBS   
 AJ8568  ___________________________________________________________________
 AJ8568  X           -    -143,856.354 (meters)                     COMP
 AJ8568  Y           -  -4,753,655.845 (meters)                     COMP
 AJ8568  Z           -   4,236,120.628 (meters)                     COMP
 AJ8568  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 AJ8568  ELLIP HEIGHT-         231.95  (meters)          (06/15/04) GPS OBS
 AJ8568  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 AJ8568
 AJ8568  HORZ ORDER  -  B
 AJ8568  ELLP ORDER  -  FIRST     CLASS I
 AJ8568
 AJ8568.This mark is at Cedar Rapids Municipal Airport (CID)
 AJ8568
 AJ8568.The horizontal coordinates were established by GPS observations
 AJ8568.and adjusted by the National Geodetic Survey in March 2002..
 AJ8568
 AJ8568.The orthometric height was determined by GPS observations and a
 AJ8568.high-resolution geoid model.
 AJ8568
 AJ8568.GPS derived orthometric heights for airport stations designated as
 AJ8568.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8568.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8568.not indicate centimeter accuracy relative to other marks which are
 AJ8568.part of the NAVD 88 network.
 AJ8568
 AJ8568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8568
 AJ8568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8568
 AJ8568.The ellipsoidal height was determined by GPS observations
 AJ8568.and is referenced to NAD 83.
 AJ8568
 AJ8568.The geoid height was determined by GEOID03.
 AJ8568
 AJ8568;                    North         East     Units Scale Factor Converg.
 AJ8568;SPC IA N     - 1,044,112.789 1,646,628.571   MT  1.00003833   +1 11 50.4
 AJ8568;UTM  15      - 4,637,599.569   605,091.560   MT  0.99973590   +0 50 44.5
 AJ8568
 AJ8568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8568!SPC IA N     -   0.99996362  x   1.00003833  =   1.00000195
 AJ8568!UTM  15      -   0.99996362  x   0.99973590  =   0.99969953
 AJ8568
 AJ8568                          SUPERSEDED SURVEY CONTROL
 AJ8568
 AJ8568.No superseded survey control is available for this station.
 AJ8568
 AJ8568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG0509237600(NAD 83)
 AJ8568_MARKER: I = METAL ROD
 AJ8568_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8568_STAMPING: CID GP 1 2001
 AJ8568_MARK LOGO: NGS   
 AJ8568_PROJECTION: FLUSH
 AJ8568_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8568+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2001
 AJ8568_ROD/PIPE-DEPTH:  8.5 meters
 AJ8568_SLEEVE-DEPTH  :  0.9 meters
 AJ8568
 AJ8568  HISTORY     - Date     Condition        Report By
 AJ8568  HISTORY     - 20010711 MONUMENTED       NGS
 AJ8568  HISTORY     - 20010711 GOOD             NGS
 AJ8568
 AJ8568                          STATION DESCRIPTION
 AJ8568
 AJ8568'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 AJ8568'THIS STATION IS LOCATED ON GRASSY RISE APPROXIMETLY 1200 FEET SW
 AJ8568'OF RUNWAY END 9.   AT THE EASTERN IOWA  AIRPORT, CEDAR RAPIDS,
 AJ8568'IOWA.  OWENERSHIP IS THE CEDAR RAPIDS AIRPORT COMMISSION, CITY
 AJ8568'HALL, 2ND AVENUE ISLAND, CEDAR RAPIDS, IOWA 52406.  PHONE
 AJ8568'(319)398-5051.  TO ACCESS AIRPORT OPERATIONS AREA CONTACT LARRY
 AJ8568'MULLENDORE, AAE, 2515 WRIGHT BROS. BOULEVARD, CEDAR RAPIDS, IOWA
 AJ8568'52404. PHONE (319) 362-3131.
 AJ8568' 
 AJ8568'TO REACH THIS STATION FROM I380.   EXT WEST ON WRIGHT BROS
 AJ8568'BOULEVARD.  CONTINUE WEST ON WRIGHT BROS BOULEVARD FOR 1.3
 AJ8568'MILES TO 18TH STREET.  LEFT ON 18TH STREET AND CONTINUE SOUTH FOR
 AJ8568'0.7 MILES TO ENTRANCE TO EAST T HANGAR AREA AND GATE 19 ON  RIGHT.
 AJ8568'RIGHT AND CONTINUE THROUGH GATE 19 PASSED THREE T HANGARS ON
 AJ8568'LEFT  FOR 0.05 MILES.  LEFT AND CONTINUE THROUGH T HANGAR AREA FOR
 AJ8568'O.O5 MILES TO GRAVEL PERIMETER ROAD STRAIGHT AHEAD.
 AJ8568'--CAUTION- DO NOT ENTER ANY AIRCRAFT MOVEMENT AREAS WITH
 AJ8568'FIRST CONTACTING TOWER.  CONTINUE SOUTH  AND WESTERLY ON
 AJ8568'PERIMETER ROAD AROUND SOUTH SIDE OF AIRPORT PROPERTY FOR 2.65
 AJ8568'MILES TO STATION ON RIGHT.  STATION IS ON A GRASSY RISE OVERLOOKING
 AJ8568'THE AIRPORT OPERATIONS AREA.
 AJ8568' 
 AJ8568'THE STATION IS 170 FEET EAST OF NORTH/SOUTH PERIMETER ROAD. 196
 AJ8568'FEET EAST OF A NORTH/SOUTH PERIMETER FENCE.   197.3 FEET EAST OF
 AJ8568'A GALVINIZED SUPPORT POST FOR THE NORTH/SOUTH PERIMETER FENCE.
 AJ8568'28O FEET SOUTHEAST OF ILS CRITICAL SIGN.  THIS STATION IS STAINLESS
 AJ8568'STEEL ROD IN A GREASED SLEEVE.  --NOTE--THIS MARK WAS SET BY THE
 AJ8568'HOWARD R. GREEN COMPANY, CEDAR RAPIDS, IOWA. IT IS KNOWN TO
 AJ8568'BE DRIVEN AT LEAST 8 TO 12 FEET BY THE ENGINEERING COMPANY.
 AJ8568'PERMISSION WAS GIVEN BY HOWARD GREEN COMPANY FOR NGS
 AJ8568'TO ADD AND DRIVE FOUR MORE SECTIONS OF STAINLESS STEEL
 AJ8568'ROD THIS SURVEY.  THESE RODS WERE DRIVEN TO A SLOW RATE OF ONE
 AJ8568'FOOT PER SIXTY SECONDS.  THESE RODS WERE THREADED AND
 AJ8568'CONNECTED ACCORDING TO NGS SPECIFICATIONS WITH NO
 AJ8568'PROBLEMS.  TOTAL NGS DEPTH IS 16 FEET PLUS THE DEPTH OF PREVIOUS
 AJ8568'SET RODS.
 AJ8568' 
 AJ8568'THIS IS A  PRIMARY AIRPORT CONTROL STATION OR PACS.
 AJ8568' 
 AJ8568' 
 AJ8568' 
 AJ8568' 
 AJ8568' 
 AJ8568' 
 AJ8568' 
 AJ8568' 
 AJ8568' 
 AJ8568'
 AJ8568
 AJ8568                          STATION RECOVERY (2001)
 AJ8568
 AJ8568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 AJ8568'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8598 ***********************************************************************
 AJ8598  SACS        -  This is a Secondary Airport Control Station.
 AJ8598  DESIGNATION -  CID GP 2
 AJ8598  PID         -  AJ8598
 AJ8598  STATE/COUNTY-  IA/LINN
 AJ8598  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 AJ8598
 AJ8598                         *CURRENT SURVEY CONTROL
 AJ8598  ___________________________________________________________________
 AJ8598* NAD 83(1996)-  41 52 58.76355(N)    091 41 53.98764(W)     ADJUSTED  
 AJ8598* NAVD 88     -       259.54   (meters)     851.5    (feet)  GPS OBS   
 AJ8598  ___________________________________________________________________
 AJ8598  X           -    -140,949.780 (meters)                     COMP
 AJ8598  Y           -  -4,753,765.567 (meters)                     COMP
 AJ8598  Z           -   4,236,088.354 (meters)                     COMP
 AJ8598  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 AJ8598  ELLIP HEIGHT-         227.26  (meters)          (03/26/02) GPS OBS
 AJ8598  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 AJ8598
 AJ8598  HORZ ORDER  -  FIRST
 AJ8598  ELLP ORDER  -  FOURTH    CLASS I
 AJ8598
 AJ8598.This mark is at Cedar Rapids Municipal Airport (CID)
 AJ8598
 AJ8598.The horizontal coordinates were established by GPS observations
 AJ8598.and adjusted by the National Geodetic Survey in March 2002..
 AJ8598
 AJ8598.The orthometric height was determined by GPS observations and a
 AJ8598.high-resolution geoid model.
 AJ8598
 AJ8598.GPS derived orthometric heights for airport stations designated as
 AJ8598.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8598.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8598.not indicate centimeter accuracy relative to other marks which are
 AJ8598.part of the NAVD 88 network.
 AJ8598
 AJ8598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8598
 AJ8598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8598
 AJ8598.The ellipsoidal height was determined by GPS observations
 AJ8598.and is referenced to NAD 83.
 AJ8598
 AJ8598.The geoid height was determined by GEOID03.
 AJ8598
 AJ8598;                    North         East     Units Scale Factor Converg.
 AJ8598;SPC IA N     - 1,044,135.033 1,649,537.312   MT  1.00003841   +1 13 15.9
 AJ8598;UTM  15      - 4,637,603.951   607,999.514   MT  0.99974353   +0 52 08.7
 AJ8598
 AJ8598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8598!SPC IA N     -   0.99996436  x   1.00003841  =   1.00000277
 AJ8598!UTM  15      -   0.99996436  x   0.99974353  =   0.99970790
 AJ8598
 AJ8598                          SUPERSEDED SURVEY CONTROL
 AJ8598
 AJ8598.No superseded survey control is available for this station.
 AJ8598
 AJ8598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG0800037604(NAD 83)
 AJ8598_MARKER: I = METAL ROD
 AJ8598_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8598_STAMPING: CID GP-2 2001
 AJ8598_MARK LOGO: NONE  
 AJ8598_PROJECTION: FLUSH
 AJ8598_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8598+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2001
 AJ8598_ROD/PIPE-DEPTH:  7.3 meters
 AJ8598_SLEEVE-DEPTH  :  0.9 meters
 AJ8598
 AJ8598  HISTORY     - Date     Condition        Report By
 AJ8598  HISTORY     - 20010711 MONUMENTED       NGS
 AJ8598
 AJ8598                          STATION DESCRIPTION
 AJ8598
 AJ8598'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 AJ8598'THIS STATION IS LOCATED IN THE EASTERN PART OF THE EASTERN IOWA
 AJ8598'AIRPORT, CEDAR RAPIDS, IOWA.  IT IS LOCATED IN THE GRASSY MIDFIELD
 AJ8598'AREA APPROXIMATELY 400 FEET SOUTH OF THE DISPLACED THRESHOLD FOR
 AJ8598'RUNWAY 27. OWNERSHIP, THE CEDAR RAPIDS AIRPORT COMMISSION, CITY
 AJ8598'HALL, 2ND AVENUE ISLAND, CEDAR RAPIDS, IOWA 52406, PHONE
 AJ8598'319 398 5051.  AIRPORT MANAGER LARRY MULLENDORE, AAE, 2515 WRIGHT
 AJ8598'BROS. BOULEVARD, CEDAR RAPIDS, IOWA. PHONE 319 362 3131.
 AJ8598' 
 AJ8598'TO REACH THIS STATION FROM THE OVERPASS JUNCTION OF I380 AND
 AJ8598'WRIGHT BROS BOULEVARD GO WEST ON WRIGHT BROS BOULEVARD FOR 1.3
 AJ8598'MILES TO 18TH STREET.  RIGHT AND SOUTH ON 18TH STREET FOR .7 MILES
 AJ8598'TO EAST T HANGARS AND GATE 19 ON RIGHT.  RIGHT AND WEST ON RAMP
 AJ8598'FOR 0.1 MILES TO NORTH/SOUTH TAXIWAY C.  RIGHT AND NORTH ON
 AJ8598'TAXIWAY C FOR 0.15 MILES TO STATION ON LEFT.
 AJ8598' 
 AJ8598'THE STATION IS 119.8 FEET WEST OF  THE TAXIWAY.  163 FEET NORTHWEST
 AJ8598'OF THE  ILS HOLD SIGN.  229 FEET SOUTHWEST OF C9-27 RUNWAY SIGN.
 AJ8598'111.5 FEET WEST NORTHWEST OF THE FIRST TAXIWAY LIGHT (NO 36) NORTH
 AJ8598'OF THE ILS HOLD BAR,  APPROXIMETLY 350 FEET SOUTH OF THE SOUTH
 AJ8598'EDGE OF THE RUNWAY 9-27. NOTE- THIS STATION IS STAINLESS STEEL
 AJ8598'ROD IN A GREASED SLEEVE AND PVC WITH UNMARKED ALUMINUM CAP.  THIS
 AJ8598'MARK WAS SET BY THE HOWARD R GREEN COMPANY, CEDAR RAPIDS
 AJ8598'OFFICE, CEDAR RAPIDS, IOWA.  PHONE 319 841 4000.  THE ROD WAS DRIVEN
 AJ8598'BETWEEN 5 AND 10 FEET.  WITH THE PERMISSION OF THE HOWARD R.
 AJ8598'GREEN COMPANY THREE MORE THREE FOOT SECTIONS WERE ADDED AND
 AJ8598'DRIVEN ANOTHER 12 FEET DURING THIS SURVEY.  THE RODS WERE DRIVEN
 AJ8598'TO THE NGS SPECIFICATIONS SLOW DEPTH OF 60 SECONDS PER FOOT.
 AJ8598'TOTAL DEPTH RODS IS 12 FEET PLUS THE EXISTING RODS.  NGS RODS WERE
 AJ8598'ATTACHED AND THREAD TO THE EXISTING RODS WITH NO PROBLEM.
 AJ8598'THIS ROD MARK IS A SECONDARY AIRPORT CONTROL STATION OR SACS.
 AJ8598' 
 AJ8598' 
 AJ8598' 
 AJ8598' 
 AJ8598' 
 AJ8598'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0833 ***********************************************************************
 MG0833  DESIGNATION -  CITY
 MG0833  PID         -  MG0833
 MG0833  STATE/COUNTY-  IA/WASHINGTON
 MG0833  USGS QUAD   -  WASHINGTON (1969)
 MG0833
 MG0833                         *CURRENT SURVEY CONTROL
 MG0833  ___________________________________________________________________
 MG0833* NAD 83(1996)-  41 20 33.90012(N)    091 42 57.57577(W)     ADJUSTED  
 MG0833* NAVD 88     -       233.7    (meters)     767.     (feet)  VERTCON   
 MG0833  ___________________________________________________________________
 MG0833  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 MG0833  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MG0833
 MG0833  HORZ ORDER  -  SECOND
 MG0833
 MG0833.The horizontal coordinates were established by classical geodetic methods
 MG0833.and adjusted by the National Geodetic Survey in May 1999..
 MG0833
 MG0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0833
 MG0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0833
 MG0833.The geoid height was determined by GEOID03.
 MG0833
 MG0833;                    North         East     Units Scale Factor Converg.
 MG0833;SPC IA S     -   150,642.237   649,299.772   MT  0.99995143   +1 10 30.5
 MG0833;UTM  15      - 4,577,601.909   607,426.754   MT  0.99974203   +0 50 53.7
 MG0833
 MG0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0833!SPC IA S     -   0.99996849  x   0.99995143  =   0.99991992
 MG0833!UTM  15      -   0.99996849  x   0.99974203  =   0.99971052
 MG0833
 MG0833|---------------------------------------------------------------------|
 MG0833| PID    Reference Object                     Distance      Geod. Az  |
 MG0833|                                                           dddmmss.s |
 MG0833| CL9078 CITY RM 1                            23.531 METERS 18129     |
 MG0833| MG0837 BEN AZ MK                           APPROX. 4.4 KM 3440530.6 |
 MG0833| CK7043 CITY RM 2                            29.791 METERS 35909     |
 MG0833|---------------------------------------------------------------------|
 MG0833
 MG0833                          SUPERSEDED SURVEY CONTROL
 MG0833
 MG0833  NAD 83(1986)-  41 20 33.90199(N)    091 42 57.58691(W) AD(       ) 2
 MG0833  NAD 27      -  41 20 33.83803(N)    091 42 56.98898(W) AD(       ) 2
 MG0833  NGVD 29 (07/19/86)  233.7    (m)          767.     (f) VERT ANG       
 MG0833
 MG0833.Superseded values are not recommended for survey control.
 MG0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0833.See file dsdata.txt to determine how the superseded data were derived.
 MG0833
 MG0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF0742777602(NAD 83)
 MG0833_MARKER: DD = SURVEY DISK
 MG0833_SETTING: 0 = UNSPECIFIED SETTING
 MG0833
 MG0833  HISTORY     - Date     Condition        Report By
 MG0833  HISTORY     - 1968     MONUMENTED       USGS
 MG0833
 MG0833                          STATION DESCRIPTION
 MG0833
 MG0833'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0833'THE STATION IS LOCATED ABOUT 3.0 MI N. AND 1.0 MI W. OF WASHINGTON,
 MG0833'ABOUT 0.35 MI N. OF JCT. OF STATE HWYS. 1 AND 92, IN THE
 MG0833'RIGHT-OF-WAY OF STATE HWY. 1, IN THE NE. QUARTER OF THE SE. QUARTER
 MG0833'OF SEC. 36, T. 76 N., R. 8 W.
 MG0833'
 MG0833'TO REACH THE STATION FROM THE POST OFFICE IN WASHINGTON, DRIVE
 MG0833'S. FOR 4 BLOCKS ON MARION AVE. TO JCT. WITH STATE HWY. 92, TURN
 MG0833'RIGHT AND DRIVE W. ON HWY. 92 FOR 0.8 MI TO JCT. WITH STATE
 MG0833'HWY. 1, CONTINUE W. AND N. ON STATE HWYS. 1 AND 92 FOR 3.1 MI TO
 MG0833'ANOTHER JCT. OF HWYS. 1 AND 92, CONTINUE N. ON HWY. 1 FOR 0.35
 MG0833'MI TO THE STATION ON THE LEFT.
 MG0833'
 MG0833'STATION MARK IS A STANDARD TABLET STAMPED CITY 1968 CRIMPED ON A
 MG0833'10 FT LENGTH OF COPPER COATED ROD DRIVEN ABOUT FLUSH WITH GROUND,
 MG0833'SET IN A 6 IN. TILE FILLED WITH GRAVEL, 710 FT N.-NW. OF CENTER OF
 MG0833'STATE HWY. 1 AT GRAVEL FIELD APPROACHES E.-W., 624 FT S. OF A
 MG0833'T-FENCE W., 72 FT W. OF CENTER OF HWY. 1 AND 3 FT E. OF
 MG0833'RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0833'
 MG0833'REFERENCE MARK NO. 1 IS A STANDARD TABLET STAMPED CITY 1968
 MG0833'CRIMPED ON A 10 FT LENGTH OF COPPER COATED ROD, DRIVEN FLUSH WITH
 MG0833'GROUND, SET IN A 6 IN. TILE FILLED WITH GRAVEL, 77.20 FT (23.531
 MG0833'M.) S. OF STATION, 74 FT W. OF CENTER OF HWY. 1, 33 FT N. OF
 MG0833'TELEPHONE POLE, AND 1 FT E. OF RIGHT-OF-WAY FENCE AND A METAL
 MG0833'WITNESS POST.
 MG0833'
 MG0833'REFERENCE MARK NO. 2 IS A STANDARD TABLET STAMPED CITY 1968
 MG0833'CRIMPED ON A 10 FT LENGTH OF COPPER COATED ROD, DRIVEN FLUSH WITH
 MG0833'GROUND, SET IN 6 IN. TILE FILLED WITH GRAVEL, 97.74 FT (29.791 M.)
 MG0833'N. OF STATION, 74 FT W. OF CENTER OF HWY. 1, 13 FT S. OF TELEPHONE
 MG0833'POLE AND 1 FT E. OF RIGHT-OF-WAY FENCE AND METAL WITNESS POST.
 MG0833'
 MG0833'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0322 ***********************************************************************
 MG0322  DESIGNATION -  CITY HALL
 MG0322  PID         -  MG0322
 MG0322  STATE/COUNTY-  IA/SCOTT
 MG0322  USGS QUAD   -  DAVENPORT EAST (1993)
 MG0322
 MG0322                         *CURRENT SURVEY CONTROL
 MG0322  ___________________________________________________________________
 MG0322* NAD 83(1986)-  41 31 24.     (N)    090 34 36.     (W)     SCALED    
 MG0322* NAVD 88     -       179.922  (meters)     590.29   (feet)  ADJUSTED  
 MG0322  ___________________________________________________________________
 MG0322  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0322  DYNAMIC HT  -         179.852 (meters)     590.06  (feet)  COMP
 MG0322  MODELED GRAV-     980,231.1   (mgal)                       NAVD 88
 MG0322
 MG0322  VERT ORDER  -  SECOND    CLASS 0
 MG0322
 MG0322.The horizontal coordinates were scaled from a topographic map and have
 MG0322.an estimated accuracy of +/- 6 seconds.
 MG0322
 MG0322.The orthometric height was determined by differential leveling
 MG0322.and adjusted by the National Geodetic Survey in June 1991..
 MG0322
 MG0322.The geoid height was determined by GEOID03.
 MG0322
 MG0322.The dynamic height is computed by dividing the NAVD 88
 MG0322.geopotential number by the normal gravity value computed on the
 MG0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0322.degrees latitude (g = 980.6199 gals.).
 MG0322
 MG0322.The modeled gravity was interpolated from observed gravity values.
 MG0322
 MG0322;                    North         East    Units  Estimated Accuracy
 MG0322;SPC IA S     -   173,270.      743,950.      MT  (+/- 180 meters Scaled)
 MG0322
 MG0322                          SUPERSEDED SURVEY CONTROL
 MG0322
 MG0322  NGVD 29 (??/??/92)  179.981  (m)          590.49   (f) ADJ UNCH    2 0
 MG0322
 MG0322.Superseded values are not recommended for survey control.
 MG0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0322.See file dsdata.txt to determine how the superseded data were derived.
 MG0322
 MG0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF021996(NAD 83)
 MG0322_MARKER: DB = BENCH MARK DISK
 MG0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0322+STABILITY: SURFACE MOTION
 MG0322
 MG0322  HISTORY     - Date     Condition        Report By
 MG0322  HISTORY     - UNK      MONUMENTED       CGS
 MG0322  HISTORY     - 1943     GOOD             NGS
 MG0322  HISTORY     - 19880128 MARK NOT FOUND   USPSQD
 MG0322  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 MG0322
 MG0322                          STATION DESCRIPTION
 MG0322
 MG0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MG0322'AT DAVENPORT.
 MG0322'AT DAVENPORT, SCOTT COUNTY, AT THE CITY HALL, AT THE SOUTHWEST
 MG0322'CORNER OF THE LAWN, 15 FEET NORTH OF THE CURB OF FOURTH STREET,
 MG0322'AND 13 FEET EAST OF THE CURB OF HARRISON STREET.  A STANDARD
 MG0322'DISK, SET IN THE TOP OF A CONCRETE POST ENCASED IN AN IRON PIPE.
 MG0322
 MG0322                          STATION RECOVERY (1988)
 MG0322
 MG0322'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0322'MARK NOT FOUND.
 MG0322
 MG0322                          STATION RECOVERY (1996)
 MG0322
 MG0322'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0730 ***********************************************************************
 NL0730  DESIGNATION -  CLARE
 NL0730  PID         -  NL0730
 NL0730  STATE/COUNTY-  IA/WEBSTER
 NL0730  USGS QUAD   -  FORT DODGE NORTH (1979)
 NL0730
 NL0730                         *CURRENT SURVEY CONTROL
 NL0730  ___________________________________________________________________
 NL0730* NAD 83(1996)-  42 34 23.09564(N)    094 14 04.61763(W)     ADJUSTED  
 NL0730* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 NL0730  ___________________________________________________________________
 NL0730  LAPLACE CORR-           6.45  (seconds)                    DEFLEC99
 NL0730  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 NL0730
 NL0730  HORZ ORDER  -  FIRST
 NL0730
 NL0730.The horizontal coordinates were established by classical geodetic methods
 NL0730.and adjusted by the National Geodetic Survey in May 1999..
 NL0730
 NL0730.The orthometric height was scaled from a topographic map.
 NL0730
 NL0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0730
 NL0730.The geoid height was determined by GEOID03.
 NL0730
 NL0730;                    North         East     Units Scale Factor Converg.
 NL0730;SPC IA N     - 1,119,455.947 1,439,689.632   MT  0.99994672   -0 29 52.4
 NL0730;UTM  15      - 4,714,146.689   398,673.917   MT  0.99972632   -0 50 07.2
 NL0730
 NL0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0730!SPC IA N     -   0.99994787  x   0.99994672  =   0.99989459
 NL0730!UTM  15      -   0.99994787  x   0.99972632  =   0.99967420
 NL0730
 NL0730:                Primary Azimuth Mark                     Grid Az
 NL0730:SPC IA N     -  FORT DODGE US GYPSUM CO TANK             143 02 05.1
 NL0730:UTM  15      -  FORT DODGE US GYPSUM CO TANK             143 22 19.9
 NL0730
 NL0730|---------------------------------------------------------------------|
 NL0730| PID    Reference Object                     Distance      Geod. Az  |
 NL0730|                                                           dddmmss.s |
 NL0730| NL0769 FORT DODGE US GYPSUM CO TANK        APPROX.12.5 KM 1423212.7 |
 NL0730| NL0728 FORT DODGE BOOSTER TANK             APPROX. 8.7 KM 1504217.5 |
 NL0730| NL0725 FORT DODGE LUTH CH SPIRE            APPROX. 9.0 KM 1505855.3 |
 NL0730| NL0727 FORT DODGE C CHRISTI CATH CH        APPROX. 8.1 KM 1520708.5 |
 NL0730| CI6124 CLARE RM 1                           32.175 METERS 16929     |
 NL0730| CI6125 CLARE RM 2                           54.267 METERS 23538     |
 NL0730| CI6123 CLARE AZ MK                                        2583458.5 |
 NL0730|---------------------------------------------------------------------|
 NL0730
 NL0730                          SUPERSEDED SURVEY CONTROL
 NL0730
 NL0730  NAD 83(1996)-  42 34 23.09349(N)    094 14 04.61851(W) AD(       ) 1
 NL0730  NAD 83(1986)-  42 34 23.08738(N)    094 14 04.60842(W) AD(       ) 1
 NL0730  NAD 27      -  42 34 23.19800(N)    094 14 03.73600(W) AD(       ) 1
 NL0730
 NL0730.Superseded values are not recommended for survey control.
 NL0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0730.See file dsdata.txt to determine how the superseded data were derived.
 NL0730
 NL0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9867414147(NAD 83)
 NL0730_MARKER: DS = TRIANGULATION STATION DISK
 NL0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0730
 NL0730  HISTORY     - Date     Condition        Report By
 NL0730  HISTORY     - 1938     MONUMENTED       CGS
 NL0730  HISTORY     - 1953     GOOD             CGS
 NL0730  HISTORY     - 1957     GOOD             CGS
 NL0730  HISTORY     - 1963     GOOD             CGS
 NL0730  HISTORY     - 1974     MARK NOT FOUND   NGS
 NL0730  HISTORY     - 1976     MARK NOT FOUND   NGS
 NL0730
 NL0730                          STATION DESCRIPTION
 NL0730
 NL0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0730'STATION CLARE IS ABOUT 10 MILES S OF HUMBOLDT, 5 MILES NW OF
 NL0730'FORT DODGE, AND 6 MILES SW OF BADGER IN THE SE 1/4 OF SEC. 26,
 NL0730'T 90 N, R 29 W, ON THE HIGHEST GROUND FOR SEVERAL MILES AROUND.
 NL0730'IT IS 0.4 MILE W OF SECTION-LINE INTERSECTION, 105 FEET N
 NL0730'OF N RIGHT-OF-WAY FENCE, 135 FEET N OF THE CENTER LINE OF
 NL0730'SECTION-LINE ROAD, AND THE MARK IS 12 INCHES BELOW THE SURFACE
 NL0730'OF THE GROUND.
 NL0730'
 NL0730'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NL0730'BRONZE DISKS SET IN CONCRETE.
 NL0730'
 NL0730'THE AZIMUTH MARK IS WSW OF THE STATION, 12 FEET SW OF AN OBTUSE
 NL0730'FENCE CORNER, 1 FOOT SE OF FENCE AROUND YARD, 60 FEET NW OF
 NL0730'THE NW CORNER OF BARN, 30 FEET E OF FARM HOME, AND PROJECTS 4
 NL0730'INCHES.
 NL0730'
 NL0730'REFERENCE MARK NO. 1 IS S OF STATION IN N RIGHT-OF-WAY FENCE
 NL0730'AND PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS SW OF STATION
 NL0730'IN THE N RIGHT-OF-WAY FENCE AND PROJECTS 4 INCHES.
 NL0730'
 NL0730'STATION WAS REACHED FROM HUMBOLDT AT THE INTERSECTION OF U.S.
 NL0730'HIGHWAY 169 AND IOWA ROUTE 10, BY GOING S ON U.S. HIGHWAY
 NL0730'169 (PAVED) FOR 7.0 MILES, CONTINUE DUE S ON GRAVEL ROAD FOR
 NL0730'3.0 MILES, THEN TURN RIGHT OR W, AND GO 0.4 MILE TO THE STATION
 NL0730'ON THE N SIDE OF THE ROAD ON THE HIGHEST KNOB.
 NL0730'
 NL0730'STATIONS RUTLAND, THOR, U.S.G.S. PT. 14, INDUSTRY, AND U.S.G.S.
 NL0730'PT. 5 WITH 90-FOOT TOWERS ARE VISIBLE FROM THE GROUND AT
 NL0730'THIS STATION.  STATION DODGE WITH A 90-FOOT TOWER REQUIRES
 NL0730'A 90-FOOT TOWER AT THIS STATION.
 NL0730'
 NL0730'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NL0730
 NL0730                          STATION RECOVERY (1953)
 NL0730
 NL0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFV)
 NL0730'REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.  ORIGINAL
 NL0730'DESCRIPTION GOOD.  REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED
 NL0730'IN GOOD CONDITION.  STATION MARK BELIEVED TO BE UNDERGROUND
 NL0730'IN A PLOWED FIELD.  EXTENSIVE SEARCH WAS MADE, BUT STATION
 NL0730'COULD NOT BE FOUND.
 NL0730
 NL0730                          STATION RECOVERY (1957)
 NL0730
 NL0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 NL0730'THE STATION, REFERENCE MARKS, AND AZIMUTH WERE RECOVERED
 NL0730'IN GOOD CONDITION AS DESCRIBED.  HOWEVER, THERE IS A SLIGHT
 NL0730'DISCREPANCY IN THE DIRECTION TO R.M. NO. 2.  THE 1957 VALUES
 NL0730'ARE AS FOLLOWS.
 NL0730
 NL0730                          STATION RECOVERY (1963)
 NL0730
 NL0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 NL0730'STATION, REFERENCE MARK 1, AND THE AZIMUTH MARK WERE RECOVERED
 NL0730'AS DESCRIBED.  REFERENCE MARK 2 WAS NOT FOUND.
 NL0730
 NL0730                          STATION RECOVERY (1974)
 NL0730
 NL0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NL0730'ALL MARKS WERE NOT RECOVERED THIS DATE.  THE ROAD MENTIONED
 NL0730'IN THE 1938 DESCRIPTION HAS BEEN WIDENED AND SURFACED WITH
 NL0730'EXTENDED RIGHT-OF-WAY AND DEEP DITCHES.  THE REFERENCE MARKS
 NL0730'COULD HAVE BEEN DESTROYED BY THIS ROAD CONSTRUCTION.  THE
 NL0730'AZIMUTH MARK WAS NOT FOUND AS FARMER AT FARMYARD WERE AZIMUTH
 NL0730'MARK WAS DESCRIBED IN 1938 COULD NOT BE CONTACTED THIS DATE
 NL0730'FOR HIS ASSISTANCE.  THE STATION MARK COULD STILL BE INTACT
 NL0730'ON THE HILL IN A FIELD UNDER CULTIVATION AND IN TALL CORN
 NL0730'THIS DATE.  A SEARCH FOR THE STATION MARK WAS NOT MADE THIS
 NL0730'DATE.
 NL0730'
 NL0730'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 NL0730'NORTHWEST OF FORT DODGE.
 NL0730
 NL0730                          STATION RECOVERY (1976)
 NL0730
 NL0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 NL0730'MARK WAS NOT RECOVERED.  BUT ACCORDING TO OWNER OF LAND IT IS
 NL0730'BELIEVED THE THE MARK IS STILL 2 TO 3 FEET BENEATH THE SURFACE AS
 NL0730'DESCRIBED.  REFERENCE MARKS BELIEVED MISSING, ROAD HAS BEEN WIDENED
 NL0730'10 FEET TO THE N. AND THE FENCE HAS BEEN MOVED 17 FEET TO THE N.
 NL0730'
 NL0730'AZIMUTH MARK RECOVERED IN GOOD CONDITION-IT IS WSW OF THE STATION,
 NL0730'30 FT.E OF A FARM HOUSE, 3 FEET FROM A POWER POLE, AND PROJECTS 4
 NL0730'INCHES.  STATION IS REACHED FROM THE INTERSECTION OF U.S. HGWY 169
 NL0730'AND STATE HGWY 7, W. OF TOWN.  FROM THIS INTERSECTION GO N. ON
 NL0730'HGWY 169 3.9 MILES AND THEN W. ON GRAVEL ROAD 0.4 MILES.  STATION
 NL0730'IS ON N. SIDE OF ROAD ON THE HIGHEST KNOB.
 NL0730'
 NL0730'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NW OF
 NL0730'FORT DODGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0213 ***********************************************************************
 LF0213  DESIGNATION -  CLARINDA
 LF0213  PID         -  LF0213
 LF0213  STATE/COUNTY-  IA/PAGE
 LF0213  USGS QUAD   -  CLARINDA SOUTH (1981)
 LF0213
 LF0213                         *CURRENT SURVEY CONTROL
 LF0213  ___________________________________________________________________
 LF0213* NAD 83(1986)-  40 44 18.     (N)    095 02 16.     (W)     SCALED    
 LF0213* NAVD 88     -       318.112  (meters)    1043.67   (feet)  ADJUSTED  
 LF0213  ___________________________________________________________________
 LF0213  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 LF0213  DYNAMIC HT  -         317.946 (meters)    1043.13  (feet)  COMP
 LF0213  MODELED GRAV-     980,093.7   (mgal)                       NAVD 88
 LF0213
 LF0213  VERT ORDER  -  SECOND    CLASS 0
 LF0213
 LF0213.The horizontal coordinates were scaled from a topographic map and have
 LF0213.an estimated accuracy of +/- 6 seconds.
 LF0213
 LF0213.The orthometric height was determined by differential leveling
 LF0213.and adjusted by the National Geodetic Survey in June 1991..
 LF0213
 LF0213.The geoid height was determined by GEOID03.
 LF0213
 LF0213.The dynamic height is computed by dividing the NAVD 88
 LF0213.geopotential number by the normal gravity value computed on the
 LF0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0213.degrees latitude (g = 980.6199 gals.).
 LF0213
 LF0213.The modeled gravity was interpolated from observed gravity values.
 LF0213
 LF0213;                    North         East    Units  Estimated Accuracy
 LF0213;SPC IA S     -    83,140.      370,120.      MT  (+/- 180 meters Scaled)
 LF0213
 LF0213                          SUPERSEDED SURVEY CONTROL
 LF0213
 LF0213  NGVD 29 (??/??/92)  318.001  (m)         1043.31   (f) ADJ UNCH    2 0
 LF0213
 LF0213.Superseded values are not recommended for survey control.
 LF0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0213.See file dsdata.txt to determine how the superseded data were derived.
 LF0213
 LF0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF279117(NAD 83)
 LF0213_MARKER: DB = BENCH MARK DISK
 LF0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0213_SP_SET: CONCRETE BASE
 LF0213_STAMPING: CLARINDA 1934
 LF0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0213
 LF0213  HISTORY     - Date     Condition        Report By
 LF0213  HISTORY     - 1934     MONUMENTED       CGS
 LF0213  HISTORY     - 1935     GOOD             NGS
 LF0213  HISTORY     - 1974     GOOD             DOD
 LF0213  HISTORY     - 1984     GOOD             NGS
 LF0213  HISTORY     - 20050825 MARK NOT FOUND   NGS
 LF0213
 LF0213                          STATION DESCRIPTION
 LF0213
 LF0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LF0213'AT CLARINDA.
 LF0213'AT CLARINDA, PAGE COUNTY, AT THE INTERSECTION OF MAIN AND SIXTEENTH
 LF0213'STREET, AT THE SOUTHWEST CORNER OF THE COURTHOUSE YARD, 26 FEET
 LF0213'NORTH OF THE CENTERLINE OF MAIN STREET, 23 FEET EAST OF THE
 LF0213'CENTERLINE OF SIXTEENTH STREET, IN THE TOP OF THE NORTH CORNER
 LF0213'OF THE CONCRETE BASE OF A DEFENDERS OF THE UNION MEMORIAL, AND
 LF0213'6 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED CLARINDA 1934.
 LF0213
 LF0213                          STATION RECOVERY (1974)
 LF0213
 LF0213'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974
 LF0213'RECOVERED IN GOOD CONDITION.
 LF0213
 LF0213                          STATION RECOVERY (1984)
 LF0213
 LF0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0213'MARK IS FLUSH WITH THE GROUND RATHER THAN 6 INCHES ABOVE THE GROUND.
 LF0213
 LF0213                          STATION RECOVERY (2005)
 LF0213
 LF0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 LF0213'STATION IS PRESUMED DESTROYED.  USGS BM 'CLARINDA RESET 2002' WAS
 LF0213'FOUND IN CONCRETE OF NORTH CORNER OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0739 ***********************************************************************
 NK0739  DESIGNATION -  CLARION
 NK0739  PID         -  NK0739
 NK0739  STATE/COUNTY-  IA/WRIGHT
 NK0739  USGS QUAD   -  CLARION (1978)
 NK0739
 NK0739                         *CURRENT SURVEY CONTROL
 NK0739  ___________________________________________________________________
 NK0739* NAD 83(1996)-  42 43 56.60662(N)    093 43 57.21548(W)     ADJUSTED  
 NK0739* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 NK0739  ___________________________________________________________________
 NK0739  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 NK0739  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 NK0739
 NK0739  HORZ ORDER  -  FIRST
 NK0739
 NK0739.The horizontal coordinates were established by classical geodetic methods
 NK0739.and adjusted by the National Geodetic Survey in May 1999..
 NK0739
 NK0739.The orthometric height was scaled from a topographic map.
 NK0739
 NK0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0739
 NK0739.The geoid height was determined by GEOID03.
 NK0739
 NK0739;                    North         East     Units Scale Factor Converg.
 NK0739;SPC IA N     - 1,136,916.092 1,480,955.808   MT  0.99994600   -0 09 27.4
 NK0739;UTM  15      - 4,731,358.088   440,031.648   MT  0.99964424   -0 29 49.6
 NK0739
 NK0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0739!SPC IA N     -   0.99994818  x   0.99994600  =   0.99989418
 NK0739!UTM  15      -   0.99994818  x   0.99964424  =   0.99959244
 NK0739
 NK0739|---------------------------------------------------------------------|
 NK0739| PID    Reference Object                     Distance      Geod. Az  |
 NK0739|                                                           dddmmss.s |
 NK0739| CI6127 CLARION RM 1                         28.106 METERS 07126     |
 NK0739| CI6126 CLARION AZ MK                                      0771625.5 |
 NK0739| NK0738 CLARION COUNTY CTHSE TOWER           46.480 METERS 15339     |
 NK0739| CI6128 CLARION RM 2                         28.612 METERS 19709     |
 NK0739| NK0740 CLARION CITY WATER TANK             174.738 METERS 20813     |
 NK0739| NK0742 GOLDFIELD MUNICIPAL TANK            APPROX.15.4 KM 2705926.5 |
 NK0739| NK0748 PASKIN                              APPROX.16.7 KM 3054245.7 |
 NK0739|---------------------------------------------------------------------|
 NK0739
 NK0739                          SUPERSEDED SURVEY CONTROL
 NK0739
 NK0739  NAD 83(1996)-  42 43 56.60659(N)    093 43 57.21429(W) AD(       ) 1
 NK0739  NAD 83(1986)-  42 43 56.60061(N)    093 43 57.20561(W) AD(       ) 1
 NK0739  NAD 27      -  42 43 56.70100(N)    093 43 56.43700(W) AD(       ) 1
 NK0739
 NK0739.Superseded values are not recommended for survey control.
 NK0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0739.See file dsdata.txt to determine how the superseded data were derived.
 NK0739
 NK0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4003231358(NAD 83)
 NK0739_MARKER: DS = TRIANGULATION STATION DISK
 NK0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0739
 NK0739  HISTORY     - Date     Condition        Report By
 NK0739  HISTORY     - 1938     MONUMENTED       CGS
 NK0739  HISTORY     - 1972     GOOD             USGS
 NK0739
 NK0739                          STATION DESCRIPTION
 NK0739
 NK0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0739'STATION IS IN THE TOWN OF CLARION, IN THE SW 1/4 SEC. 31,
 NK0739'T 92 N, R 24 W, IN THE NW CORNER OF THE SQUARE OCCUPIED BY
 NK0739'THE WRIGHT COUNTY COURTHOUSE, ON THE SE CORNER OF THE INTERSECTION
 NK0739'OF MAIN STREET AND FIRST AVENUE N, 35.8 FEET S OF CURB ON
 NK0739'S SIDE OF FIRST AVENUE N, 385 FEET E OF CURB OF E SIDE OF
 NK0739'MAIN STREET, 82.0 FEET NW OF NW CORNER OF THE COURTHOUSE.
 NK0739'STAMPED CLARION 1938, FLUSH WITH SURFACE.
 NK0739'
 NK0739'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NK0739'BRONZE DISKS SET IN CONCRETE.
 NK0739'
 NK0739'THE AZIMUTH MARK IS 1-1/2 BLOCKS E OF THE STATION, NEAR THE
 NK0739'N EDGE OF SIDEWALK IN FRONT OF A TWO STORY STUCCO HOUSE
 NK0739'NEAR THE MIDDLE OF THE BLOCK, 34 FEET N OF CENTER OF FIRST
 NK0739'AVENUE N.  STAMPED CLARION 1938.
 NK0739'
 NK0739'REFERENCE MARK NO. 1 IS FLUSH WITH THE SURFACE AND STAMPED
 NK0739'CLARION NO. 1 1938, 92.21 FEET ENE OF STATION, 8 FEET S OF
 NK0739'CURB ON S SIDE OF FIRST AVENUE N.  REFERENCE MARK NO. 2 IS
 NK0739'FLUSH WITH THE SURFACE AND STAMPED CLARION NO. 2 1938, 93.87
 NK0739'FEET SSW OF STATION, 16 FEET N OF CENTER OF SIDEWALK LEADING
 NK0739'TO COURTHOUSE, 12 FEET E OF CURBING ON E SIDE OF MAIN STREET.
 NK0739'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 165.60 FEET.
 NK0739'
 NK0739'A 77-FOOT TOWER NEEDED TO SEE ALL STATIONS.
 NK0739'
 NK0739'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 NK0739
 NK0739                          STATION RECOVERY (1972)
 NK0739
 NK0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 NK0739'STATION AND ALL SURFACE MARKS FOUND IN GOOD CONDITION
 NK0739'
 NK0739'DISTANCES AND DIRECTIONS CHECKED OK
 NK0739'
 NK0739'DESCRIPTION ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0740 ***********************************************************************
 NK0740  DESIGNATION -  CLARION CITY WATER TANK
 NK0740  PID         -  NK0740
 NK0740  STATE/COUNTY-  IA/WRIGHT
 NK0740  USGS QUAD   -  CLARION (1978)
 NK0740
 NK0740                         *CURRENT SURVEY CONTROL
 NK0740  ___________________________________________________________________
 NK0740* NAD 83(1996)-  42 43 51.61693(N)    093 44 00.84747(W)     ADJUSTED  
 NK0740* NAVD 88     -                                                        
 NK0740  ___________________________________________________________________
 NK0740  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 NK0740  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 NK0740
 NK0740  HORZ ORDER  -  THIRD
 NK0740
 NK0740.The horizontal coordinates were established by classical geodetic methods
 NK0740.and adjusted by the National Geodetic Survey in May 1999..
 NK0740
 NK0740
 NK0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0740
 NK0740.The geoid height was determined by GEOID03.
 NK0740
 NK0740;                    North         East     Units Scale Factor Converg.
 NK0740;SPC IA N     - 1,136,762.359 1,480,872.766   MT  0.99994598   -0 09 29.9
 NK0740;UTM  15      - 4,731,204.896   439,947.722   MT  0.99964437   -0 29 52.0
 NK0740
 NK0740                          SUPERSEDED SURVEY CONTROL
 NK0740
 NK0740  NAD 83(1996)-  42 43 51.61688(N)    093 44 00.84631(W) AD(       ) 4
 NK0740  NAD 83(1986)-  42 43 51.61138(N)    093 44 00.83814(W) AD(       ) 4
 NK0740  NAD 27      -  42 43 51.71300(N)    093 44 00.06800(W) AD(       ) 3
 NK0740
 NK0740.Superseded values are not recommended for survey control.
 NK0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0740.See file dsdata.txt to determine how the superseded data were derived.
 NK0740
 NK0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH3994831205(NAD 83)
 NK0740_MARKER: 53 = ELEVATED TANK
 NK0740
 NK0740  HISTORY     - Date     Condition        Report By
 NK0740  HISTORY     - 1938     FIRST OBSERVED   CGS
 NK0740
 NK0740                          STATION DESCRIPTION
 NK0740
 NK0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0740'THIS INTERSECTION STATION IS AN ALUMINUM COLORED 4-LEG STEEL
 NK0740'WATER TANK, FOR THE CITY OF CLARION.  IT IS ABOUT 100 FEET
 NK0740'HIGH AND IS IN THE CENTER OF THE BLOCK SW OF THE INTERSECTION
 NK0740'OF MAIN STREET AND CENTRAL AVENUE.  THE TANK IS ABOUT TWO BLOCKS
 NK0740'SW OF TRIANGULATION STATION CLARION.
 NK0740'
 NK0740'LOCATED FROM TRIANGULATION STATIONS PASKIN, EAGLE, CORNELIA,
 NK0740'DELANO AND CLARION.
 NK0740'
 NK0740'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0738 ***********************************************************************
 NK0738  DESIGNATION -  CLARION COUNTY CTHSE TOWER
 NK0738  PID         -  NK0738
 NK0738  STATE/COUNTY-  IA/WRIGHT
 NK0738  USGS QUAD   -  CLARION (1978)
 NK0738
 NK0738                         *CURRENT SURVEY CONTROL
 NK0738  ___________________________________________________________________
 NK0738* NAD 83(1996)-  42 43 55.25687(N)    093 43 56.30855(W)     ADJUSTED  
 NK0738* NAVD 88     -                                                        
 NK0738  ___________________________________________________________________
 NK0738  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 NK0738  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 NK0738
 NK0738  HORZ ORDER  -  THIRD
 NK0738
 NK0738.The horizontal coordinates were established by classical geodetic methods
 NK0738.and adjusted by the National Geodetic Survey in May 1999..
 NK0738
 NK0738
 NK0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0738
 NK0738.The geoid height was determined by GEOID03.
 NK0738
 NK0738;                    North         East     Units Scale Factor Converg.
 NK0738;SPC IA N     - 1,136,874.388 1,480,976.324   MT  0.99994600   -0 09 26.8
 NK0738;UTM  15      - 4,731,316.275   440,051.910   MT  0.99964421   -0 29 49.0
 NK0738
 NK0738                          SUPERSEDED SURVEY CONTROL
 NK0738
 NK0738  NAD 83(1996)-  42 43 55.25687(N)    093 43 56.30738(W) AD(       ) 4
 NK0738  NAD 83(1986)-  42 43 55.25181(N)    093 43 56.29879(W) AD(       ) 4
 NK0738  NAD 27      -  42 43 55.34800(N)    093 43 55.52900(W) AD(       ) 3
 NK0738
 NK0738.Superseded values are not recommended for survey control.
 NK0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0738.See file dsdata.txt to determine how the superseded data were derived.
 NK0738
 NK0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4005231316(NAD 83)
 NK0738_MARKER: 55 = TOWER
 NK0738
 NK0738  HISTORY     - Date     Condition        Report By
 NK0738  HISTORY     - 1938     FIRST OBSERVED   CGS
 NK0738
 NK0738                          STATION DESCRIPTION
 NK0738
 NK0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0738'THIS INTERSECTION STATION IS THE BALL OVER THE CENTER OF THE
 NK0738'CLOCK AND BELFRY TOWER IN THE SW CORNER OF THE WRIGHT COUNTY
 NK0738'COURTHOUSE BUILDING IN THE CITY OF CLARION.
 NK0738'
 NK0738'LOCATED FROM TRIANGULATION STATIONS EAGLE, CORNELIA, DELANO
 NK0738'AND CLARION.
 NK0738'
 NK0738'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0563 ***********************************************************************
 NM0563  DESIGNATION -  CLARK
 NM0563  PID         -  NM0563
 NM0563  STATE/COUNTY-  IA/MONONA
 NM0563  USGS QUAD   -  ONAWA SW (1969)
 NM0563
 NM0563                         *CURRENT SURVEY CONTROL
 NM0563  ___________________________________________________________________
 NM0563* NAD 83(1996)-  42 01 34.09761(N)    096 12 31.83389(W)     ADJUSTED  
 NM0563* NAVD 88     -       320.226  (meters)    1050.61   (feet)  ADJUSTED  
 NM0563  ___________________________________________________________________
 NM0563  LAPLACE CORR-          -8.34  (seconds)                    DEFLEC99
 NM0563  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 NM0563  DYNAMIC HT  -         320.111 (meters)    1050.23  (feet)  COMP
 NM0563  MODELED GRAV-     980,256.6   (mgal)                       NAVD 88
 NM0563
 NM0563  HORZ ORDER  -  SECOND
 NM0563  VERT ORDER  -  SECOND    CLASS 0
 NM0563
 NM0563.The horizontal coordinates were established by classical geodetic methods
 NM0563.and adjusted by the National Geodetic Survey in May 1999..
 NM0563
 NM0563.The orthometric height was determined by differential leveling
 NM0563.and adjusted by the National Geodetic Survey in June 1991..
 NM0563
 NM0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0563
 NM0563.The geoid height was determined by GEOID03.
 NM0563
 NM0563.The dynamic height is computed by dividing the NAVD 88
 NM0563.geopotential number by the normal gravity value computed on the
 NM0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0563.degrees latitude (g = 980.6199 gals.).
 NM0563
 NM0563.The modeled gravity was interpolated from observed gravity values.
 NM0563
 NM0563;                    North         East     Units Scale Factor Converg.
 NM0563;SPC IA N     - 1,062,035.611 1,275,698.866   MT  1.00000760   -1 50 09.3
 NM0563;SPC NE       -   250,340.951   813,776.849   MT  0.99969976   +2 30 44.6
 NM0563;UTM  14      - 4,656,447.898   731,072.009   MT  1.00025706   +1 52 09.9
 NM0563
 NM0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0563!SPC IA N     -   0.99995398  x   1.00000760  =   0.99996157
 NM0563!SPC NE       -   0.99995398  x   0.99969976  =   0.99965375
 NM0563!UTM  14      -   0.99995398  x   1.00025706  =   1.00021102
 NM0563
 NM0563:                Primary Azimuth Mark                     Grid Az
 NM0563:SPC IA N     -  WHITING MUNICIPAL TANK                   025 34 09.6
 NM0563:SPC NE       -  WHITING MUNICIPAL TANK                   021 13 15.7
 NM0563:UTM  14      -  WHITING MUNICIPAL TANK                   021 51 50.4
 NM0563
 NM0563|---------------------------------------------------------------------|
 NM0563| PID    Reference Object                     Distance      Geod. Az  |
 NM0563|                                                           dddmmss.s |
 NM0563| NM1664 WHITING MUNICIPAL TANK              APPROX.12.2 KM 0234400.3 |
 NM0563| NM1663 OMAHA SIOUX FALLS AMB 4 BN 5        APPROX. 0.9 KM 0244247.6 |
 NM0563| NM0564 CLARK RM 1                           29.736 METERS 10527     |
 NM0563| NM0560 CLARK AZ MK                         406.033 METERS 2650155.7 |
 NM0563| NM0565 CLARK RM 2                           64.450 METERS 29332     |
 NM0563|---------------------------------------------------------------------|
 NM0563
 NM0563                          SUPERSEDED SURVEY CONTROL
 NM0563
 NM0563  NAD 83(1996)-  42 01 34.09754(N)    096 12 31.83388(W) AD(       ) 2
 NM0563  NAD 83(1996)-  42 01 34.09779(N)    096 12 31.83382(W) AD(       ) 2
 NM0563  NAD 83(1986)-  42 01 34.09947(N)    096 12 31.83143(W) AD(       ) 2
 NM0563  NAD 27      -  42 01 34.14500(N)    096 12 30.75700(W) AD(       ) 2
 NM0563  NGVD 29 (??/??/92)  320.082  (m)         1050.14   (f) ADJ UNCH    2 0
 NM0563
 NM0563.Superseded values are not recommended for survey control.
 NM0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0563.See file dsdata.txt to determine how the superseded data were derived.
 NM0563
 NM0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3107256448(NAD 83)
 NM0563_MARKER: DS = TRIANGULATION STATION DISK
 NM0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0563_STAMPING: CLARK 1948
 NM0563_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NM0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0563+STABILITY: SURFACE MOTION
 NM0563
 NM0563  HISTORY     - Date     Condition        Report By
 NM0563  HISTORY     - 1948     MONUMENTED       CGS
 NM0563  HISTORY     - 1948     GOOD             CGS
 NM0563  HISTORY     - 1980     GOOD             NGS
 NM0563
 NM0563                          STATION DESCRIPTION
 NM0563
 NM0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0563'STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF ONAWA IN A
 NM0563'BARNYARD ABOUT 40 PACES SOUTH OF THE APPROXIMATE CENTERLINE
 NM0563'OF GRAVEL ROAD.  STATION IS 38 FEET SOUTHWEST OF THE SOUTHWEST
 NM0563'CORNER OF LARGE CORNCRIB, 22 FEET NORTH OF HOG HOUSE AND 19
 NM0563'FEET EAST OF FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 NM0563'DISK IS STAMPED CLARK 1948.
 NM0563'
 NM0563'REFERENCE MARK NO. 1 IS 97.56 FEET EAST SOUTHEAST OF STATION,
 NM0563'7 FEET EAST OF FENCECORNER AND 1 FOOT WEST OF BARN.  THE MARK
 NM0563'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CLARK NO 1
 NM0563'1948.
 NM0563'
 NM0563'REFERENCE MARK NO. 2 IS 211.47 FEET WEST NORTHWEST OF STATION,
 NM0563'30 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD,
 NM0563'2 FEET NORTHEAST OF POWER POLE AND 1 FOOT NORTH OF FENCE.
 NM0563'THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 NM0563'CLARK NO 2 1948.
 NM0563'
 NM0563'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE WEST OF STATION,
 NM0563'42 FEET EAST OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD,
 NM0563'4 FEET NORTH OF WITNESS POST AND 1 FOOT WEST OF FENCE.  THE
 NM0563'MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED CLARK
 NM0563'1948.
 NM0563'
 NM0563'TO REACH STATION FROM THE TRAFFIC LIGHT IN ONAWA AT THE
 NM0563'JUNCTION OF U.S. HIGHWAY NO. 75 AND STATE HIGHWAY 165 GO WEST
 NM0563'ON STATE HIGHWAY 165 FOR 3.65 MILES TO FORK WHERE HIGHWAY
 NM0563'165 TURNS RIGHT.  CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR
 NM0563'2.4 MILES TO DRIVEWAY TO FARM AND STATION ON LEFT OR SOUTH
 NM0563'SIDE OF ROAD AS DESCRIBED.
 NM0563'
 NM0563'TO REACH AZIMUTH CONTINUE WEST FOR 0.25 MILE TO CROSSROAD
 NM0563'AND AZIMUTH MARK ON LEFT AS DESCRIBED.
 NM0563'
 NM0563'A 100 FOOT SIGNAL AT STATION ONAWA ECC 1934 IS VISIBLE AT 90
 NM0563'FEET.
 NM0563'
 NM0563'A 74 FOOT SIGNAL AT STATION SAND 1934 IS VISIBLE AT 37 FEET.
 NM0563'
 NM0563'AN 8 FOOT SIGNAL AT STATION MACY 1934 IS VISIBLE AT 64 FEET.
 NM0563'
 NM0563'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NM0563
 NM0563                          STATION RECOVERY (1948)
 NM0563
 NM0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NM0563'6 MI W FROM ONAWA.
 NM0563'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0563'AT ONAWA, THENCE 2.5 MILES WEST ALONG COUNTY ROAD H, AT A
 NM0563'FARMHOUSE, 38.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CORN
 NM0563'CRIB, 28.0 FEET NORTHWEST OF THE NORTHEAST CORNER OF A SMALL
 NM0563'CHICKEN HOUSE, 19.0 FEET EAST OF A NORTH-SOUTH FENCE, SET IN THE
 NM0563'TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 NM0563
 NM0563                          STATION RECOVERY (1980)
 NM0563
 NM0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 NM0563'SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NM0563'CONDITION.  AZIMUTH MARK HAS BEEN DESTROYED.  A NEW AZIMUTH MARK WAS
 NM0563'ESTABLISHED AND A POLARIS OBSERVATION TAKEN.  THE DISTANCE TO
 NM0563'REFERENCE MARK 1 AGREED WHILE TO DISTANCE TO REFERENCE MARK 2 WAS
 NM0563'0.02 FOOT SHORTER.  THE DIRECTION TO REFERENCE MARK 1 WAS 34 SECONDS
 NM0563'SMALLER AND TO REFERENCE MARK 2 WAS 1 MINUTE, 53 SECONDS LARGER.  THE
 NM0563'UNDERGROUND MARK WAS NOT INSPECTED.  A NEW DESCRIPTION FOLLOWS.
 NM0563'
 NM0563'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF ONAWA, 1 MILE
 NM0563'NORTHWEST OF STATE HIGHWAY 175 AND ON PROPERTY OWNED BY JACK D. VIRTUE
 NM0563'WHOSE ADDRESS IS POST OFFICE BOX 99, ONOWA, IOWA 51040, TELEPHONE
 NM0563'NUMBERS 712-423 3131 OFFICE OR 712-423 1147 HOME.
 NM0563'
 NM0563'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 29 AND
 NM0563'STATE HIGHWAY 175, ABOUT 2 MILES WEST OF ONAWA, GO WEST ON HIGHWAY
 NM0563'175 FOR 2.9 MILES TO A GRAVELED ROAD LEADING STRAIGHT AHEAD AT A
 NM0563'POINT WHERE THE HIGHWAY CURVES LEFT AND SOUTHWEST.  CONTINUE WEST
 NM0563'ON THE GRAVELED ROAD FOR 1.1 MILES TO THE STATION ON THE LEFT IN A
 NM0563'FARM YARD.
 NM0563'
 NM0563'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 NM0563'ROAD FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 NM0563'GRADED ROAD FOR 0.05 MILE TO THE MARK ON THE LEFT.
 NM0563'
 NM0563'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---CLARK 1948---SET
 NM0563'IN THE TOP OF A SQUARE CONCRETE POST THAT IS 2 INCHES BELOW THE
 NM0563'SURFACE.  IT IS 38.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE
 NM0563'CORN CRIB, 22.0 FEET NORTH OF THE NORTH SIDE OF A HOG BARN, 19.0
 NM0563'FEET EAST OF A FENCE AND 98.7 FEET WEST-NORTHWEST OF THE NORTHWEST
 NM0563'CORNER OF A BARN.
 NM0563'
 NM0563'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---CLARK NO 1 1948---SET
 NM0563'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 7 FEET EAST
 NM0563'OF A FENCE CORNER AND 1 FOOT WEST OF THE NORTHWEST CORNER OF THE BARN.
 NM0563'
 NM0563'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---CLARK NO 2 1948---SET
 NM0563'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 NM0563'30.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF A
 NM0563'FENCE.
 NM0563'
 NM0563'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CLARK 1948 1980---SET IN
 NM0563'THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 34.5
 NM0563'FEET EAST OF THE CENTERLINE OF THE ROAD, 1.5 FEET NORTH OF A POWERLINE
 NM0563'POLE NUMBERED ID55 AND 1 FOOT SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0527 ***********************************************************************
 NK0527  DESIGNATION -  CLARK
 NK0527  PID         -  NK0527
 NK0527  STATE/COUNTY-  IA/BLACK HAWK
 NK0527  USGS QUAD   -  BRANDON (1971)
 NK0527
 NK0527                         *CURRENT SURVEY CONTROL
 NK0527  ___________________________________________________________________
 NK0527* NAD 83(1996)-  42 21 28.42516(N)    092 03 54.01978(W)     ADJUSTED  
 NK0527* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 NK0527  ___________________________________________________________________
 NK0527  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 NK0527  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 NK0527
 NK0527  HORZ ORDER  -  FIRST
 NK0527
 NK0527.The horizontal coordinates were established by classical geodetic methods
 NK0527.and adjusted by the National Geodetic Survey in May 1999..
 NK0527
 NK0527.The orthometric height was scaled from a topographic map.
 NK0527
 NK0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0527
 NK0527.The geoid height was determined by GEOID03.
 NK0527
 NK0527;                    North         East     Units Scale Factor Converg.
 NK0527;SPC IA N     - 1,096,294.967 1,618,211.443   MT  0.99995990   +0 58 21.2
 NK0527;UTM  15      - 4,689,937.555   576,998.926   MT  0.99967295   +0 37 48.0
 NK0527
 NK0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0527!SPC IA N     -   0.99995826  x   0.99995990  =   0.99991816
 NK0527!UTM  15      -   0.99995826  x   0.99967295  =   0.99963123
 NK0527
 NK0527:                Primary Azimuth Mark                     Grid Az
 NK0527:SPC IA N     -  JESUP MUNICIPAL TANK                     359 58 17.8
 NK0527:UTM  15      -  JESUP MUNICIPAL TANK                     000 18 51.0
 NK0527
 NK0527|---------------------------------------------------------------------|
 NK0527| PID    Reference Object                     Distance      Geod. Az  |
 NK0527|                                                           dddmmss.s |
 NK0527| NK0519 JESUP MUNICIPAL TANK                APPROX.13.2 KM 0005639.0 |
 NK0527| AI2602 CLARK AZ MK                                        0022919.7 |
 NK0527| AI2598 CLARK RM 1                           47.723 METERS 03804     |
 NK0527| NJ0781 NELSON                              APPROX.16.7 KM 1164217.5 |
 NK0527| AI2599 CLARK RM 2                           48.786 METERS 14330     |
 NK0527| NK0558 DYSART MUNICIPAL TANK               APPROX.28.8 KM 2233850.0 |
 NK0527|---------------------------------------------------------------------|
 NK0527
 NK0527                          SUPERSEDED SURVEY CONTROL
 NK0527
 NK0527  NAD 83(1996)-  42 21 28.42220(N)    092 03 54.01968(W) AD(       ) 1
 NK0527  NAD 83(1986)-  42 21 28.42034(N)    092 03 54.01834(W) AD(       ) 1
 NK0527  NAD 27      -  42 21 28.45800(N)    092 03 53.37300(W) AD(       ) 1
 NK0527
 NK0527.Superseded values are not recommended for survey control.
 NK0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0527.See file dsdata.txt to determine how the superseded data were derived.
 NK0527
 NK0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7699989938(NAD 83)
 NK0527_MARKER: DS = TRIANGULATION STATION DISK
 NK0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0527_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0527_STAMPING: CLARK 1934
 NK0527_MARK LOGO: CGS   
 NK0527_PROJECTION: PROJECTING 7 CENTIMETERS
 NK0527_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0527+STABILITY: SURFACE MOTION
 NK0527
 NK0527  HISTORY     - Date     Condition        Report By
 NK0527  HISTORY     - 1934     MONUMENTED       CGS
 NK0527  HISTORY     - 1939     GOOD             IAGS
 NK0527  HISTORY     - 1970     GOOD             NGS
 NK0527  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NK0527  HISTORY     - 19870610 GOOD             NGS
 NK0527
 NK0527                          STATION DESCRIPTION
 NK0527
 NK0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0527'STATION IS ABOUT 8 MILES S OF JESUP, ABOUT 4 MILES NW OF BRANDON,
 NK0527'IN SE 1/4 SEC. 12, T 87 N, R 11 W, ON LAND OWNED BY J.A. CLARK
 NK0527'OF WATERLOO, JUST W OF BLACK HAWK-BUCHANAN COUNTY LINE, 68
 NK0527'FEET W OF CENTER LINE OF ROAD, 28 FEET W OF AN 18-INCH CEDAR
 NK0527'TREE, 46 FEET NW OF A 20-INCH EVERGREEN, 43 FEET NE OF A 24-INCH
 NK0527'EVERGREEN, 88 FEET NNE OF THE NE CORNER OF THE HOUSE, 65 FEET
 NK0527'S OF THE FENCE LINE AT THE N EDGE OF THE ORCHARD, IN A LINE OF
 NK0527'CEDAR STUMPS.  THE MARK IS FLUSH WITH THE SURFACE.
 NK0527'
 NK0527'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0527'BRONZE DISKS SET IN CONCRETE.
 NK0527'
 NK0527'REFERENCE MARK NO. 1 IS NE OF STATION, 30 FEET E OF CENTER LINE
 NK0527'OF ROAD, 1 FOOT W OF THE RIGHT-OF-WAY FENCE, AND MARK PROJECTS 2
 NK0527'INCHES.
 NK0527'
 NK0527'REFERENCE MARK NO. 2 IS SE OF STATION, 29 FEET E OF CENTER LINE
 NK0527'OF ROAD, 1 FOOT W OF RIGHT-OF-WAY FENCE, 6 FEET SW OF A 30-INCH
 NK0527'MAPLE, 251.91 FEET S OF REFERENCE MARK NO. 1, AND MARK PROJECTS
 NK0527'7 INCHES.
 NK0527'
 NK0527'AZIMUTH MARK IS N OF STATION, 24 FEET E OF CENTER LINE OF THE
 NK0527'ROAD, 1 FOOT W OF FENCE, 93 FEET S OF A TELEPHONE POLE, 10 FEET
 NK0527'S OF CENTER OF GATEWAY, AND MARK PROJECTS 12 INCHES.
 NK0527'
 NK0527'TO REACH FROM BRANDON, GO W AND N ON GRAVEL COUNTY ROAD 4.0
 NK0527'MILES TO THE BUCHANAN-BLACK HAWK COUNTY LINE, THEN STRAIGHT N
 NK0527'ON THE COUNTY LINE ROAD 1.7 MILES TO THE STATION ON THE W SIDE
 NK0527'OF THE ROAD.
 NK0527'
 NK0527'ALL LIGHTS CAME INTO VIEW AT 80 FEET.
 NK0527'
 NK0527'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 NK0527
 NK0527                          STATION RECOVERY (1939)
 NK0527
 NK0527'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1939
 NK0527'STATION AND MARKS RECOVERED AS DESCRIBED EXCEPT AZIMUTH MARK IS
 NK0527'0.5 MILE N OF STATION INSTEAD OF 0.3 MILE, AND WAS LOWERED IN
 NK0527'PLACE 3.0 FEET BELOW THE SURFACE.
 NK0527'
 NK0527'REFERENCE MARK NO. 1 WAS MOVED 15.76 FEET FARTHER AWAY ON LINE
 NK0527'WITH THE STATION AND REFERENCE MARK NO. 2 WAS MOVED 25.21 FEET
 NK0527'FARTHER AWAY ON LINE WITH STATION.
 NK0527
 NK0527                          STATION RECOVERY (1970)
 NK0527
 NK0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RRB)
 NK0527'STATION MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 NK0527'MARK NO. 1 WAS FOUND DESTROYED.  REFERENCE MARK NO. 2 AND
 NK0527'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.
 NK0527'
 NK0527'THE OLD DESCRIPTION IS ADEQUATE.
 NK0527'
 NK0527'STANDARD BRACED TRIPOD USED.
 NK0527
 NK0527                          STATION RECOVERY (1971)
 NK0527
 NK0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NK0527'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 NK0527'REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE FOUND DESTROYED
 NK0527'BY ROAD CONSTRUCTION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 NK0527'FOUND AND ALL INDICATION FROM OLD TIES SHOW THE MARK WAS ALSO
 NK0527'DESTROYED BY ROAD CONSTRUCTION.
 NK0527'
 NK0527'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.  THESE
 NK0527'MARKS DO NOT HAVE AN AZIMUTH TIE.
 NK0527'
 NK0527'NO OBJECTS VISIBLE AT THE STATION SITE SO A NEW AZIMUTH MARK
 NK0527'WAS NOT SET.
 NK0527'
 NK0527'FOLLOWING IS A NEW DESCRIPTION.
 NK0527'
 NK0527'TO REACH THE STATION FROM THE POST OFFICE IN BRANDON, GO WEST
 NK0527'AND NORTHWEST ON A SURFACED ROAD FOR 0.7 MILE TO A SIDE ROAD ON
 NK0527'THE LEFT.  TURN LEFT AND GO WEST AND NORTHWEST ON A SURFACED
 NK0527'ROAD FOR 3.8 MILES TO A ROAD FORK AND WHERE THE SURFACED ROAD
 NK0527'GOES WEST.  CONTINUE NORTH ON A GRAVELED ROAD (COUNTY LINE) FOR
 NK0527'1.2 MILES TO THE STATION ON THE LEFT.
 NK0527'
 NK0527'STATION MARK, A STANDARD DISK STAMPED CLARK 1934, IS SET IN THE
 NK0527'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 NK0527'THE GROUND.  IT IS 88 FEET NORTH-NORTHEAST OF THE NORTHEAST
 NK0527'CORNER OF A HOUSE, 69 FEET WEST OF THE CENTER OF A GRAVELED
 NK0527'ROAD, 65 FEET SOUTH OF A FENCE AT THE NORTH SIDE OF A WOODED
 NK0527'AREA, 43 FEET NORTHEAST OF AN EVERGREEN TREE, 38 FEET WEST OF
 NK0527'A NORTH-SOUTH FENCE, AND 28 FEET WEST OF A CEDAR TREE, AND 38
 NK0527'FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS
 NK0527'NOT INSPECTED.
 NK0527'
 NK0527'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CLARK 1934 NO.
 NK0527'3 1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 NK0527'PROJECTS 4 INCHES.  IT IS 44 FEET SOUTH OF A T-FENCE CORNER POST,
 NK0527'30 FEET WEST OF THE CENTER OF THE ROAD, 1 FOOT SOUTH OF A METAL
 NK0527'WITNESS POST, AND 1 FOOT EAST OF A FENCE.
 NK0527'
 NK0527'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CLARK 1934 NO. 4
 NK0527'1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 NK0527'12 INCHES.  IT IS 34 FEET EAST OF THE CENTER OF THE ROAD, 8 FEET
 NK0527'SOUTH OF THE CENTER OF A GATE AT A FIELD ENTRANCE, 2 FEET
 NK0527'SOUTHWEST OF THE SOUTH GATE POST, AND 1 FOOT WEST OF A FENCE.
 NK0527'
 NK0527'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 NK0527'NW OF BRANDON
 NK0527
 NK0527                          STATION RECOVERY (1987)
 NK0527
 NK0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (CLN)
 NK0527'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 NK0527'MARK NO 3 AND REFERENCE MARK NO 4 WERE ALSO BOTH RECOVERED AND WERE
 NK0527'FOUND IN GOOD CONDITION.  SINCE ROAD CONSTRUCTION WILL CAUSE RM 3 AND
 NK0527'RM 4 TO BE DESTROYED, REFERENCE MARK NO 5 AND REFERENCE MARK NO 6 WERE
 NK0527'SET.
 NK0527'THE STATION IS LOCATED ABOUT 1424 FT (434.0 M) NORTH OF INTERSECTION
 NK0527'OF THE CENTERLINE OF INTERSTATE 380 AND THE CENTERLINE OF CLARK ROAD
 NK0527'(COUNTY LINE) AND .69 FT (21.03 CM) WEST OF THE CENTERLINE OF CLARK
 NK0527'ROAD (COUNTY LINE) .  OWNERSHIP--THE LAND ON WHICH STATION MARK CLARK
 NK0527'1934 IS LOCATED IS CURRENTLY OWNED BY ROBERT JOHNSON.  THE LAND ON
 NK0527'WHICH RM 5 AND RM 6 ARE LOCATED IS WITHIN THE COUNTY RIGHT OF WAY FOR
 NK0527'CLARK ROAD.
 NK0527'THE STATION IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12
 NK0527'INCHES IN DIAMETER, RECESSED 3 INCHES BELOW THE GROUND.  THE STATION
 NK0527'IS LOCATED 69 METERS (226.4 FT) WEST FROM CENTERLINE ROADWAY, 13.42 M
 NK0527'(44.03 FT) SOUTHWEST FROM RM 3, 42.40 M (139.11 FT) NORTH-NORTHWEST
 NK0527'FROM RM 4.  REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED---CLARK
 NK0527'1934 NO 3---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 9 INCHES
 NK0527'IN DIAMETER, PROJECTING 3 INCHES ABOVE THE GROUND.  THE STATION IS
 NK0527'LOCATED .30 FT (9.14 CM) WEST FROM CENTERLINE ROADWAY, 13.42 METERS
 NK0527'(44.03 FT) NORTHEAST FROM STATION MARK CLARK 1934, 40.81 METERS
 NK0527'(133.89 FT) NORTH-NORTHWEST FROM RM 4. REFERENCE MARK NO 4 IS A
 NK0527'STANDARD DISK STAMPED---CLARK 1934 NO 4---, SET INTO THE TOP OF A
 NK0527'ROUND CONCRETE MONUMENT, 9 INCHES IN DIAMETER, PROJECTING 3 INCHES
 NK0527'ABOVE THE GROUND.  THE STATION IS LOCATED .34 FT (10.36 CM) WEST FROM
 NK0527'CENTERLINE ROADWAY, 42.40 METERS (139.11 FT) SOUTH-SOUTHEAST FROM
 NK0527'STATION MARK CLARK 1934, 40.81 METERS (133.89 FT) SOUTH-SOUTHEAST FROM
 NK0527'RM 3.  REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED---CLARK 1934
 NK0527'NO 5 1986---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 6 INCHES
 NK0527'IN DIAMETER, PROJECTING 6 INCHES ABOVE THE GROUND.  THE STATION IS
 NK0527'LOCATED 17.7 M (58.1 FT) EAST FROM THE CENTERLINE ROADWAY, 40.39 M
 NK0527'(132.51 FT) EAST-NORTHEAST FROM STATION MARK CLARK 1934, 45.65 M
 NK0527'(149.77 FT) NORTHEAST FROM RM 6.  REFERENCE MARK NO 6 IS A STANDARD
 NK0527'NGS DISK STAMPED---CLARK 1934 NO 6 1986---, SET INTO THE TOP OF A
 NK0527'ROUND CONCRETE MONUMENT, 6 INCHES IN DIAMETER, PROJECTING 6 INCHES
 NK0527'ABOVE THE GROUND.  THE STATION IS LOCATED .58 FT (17.68 CM) WEST FROM
 NK0527'CENTERLINE ROADWAY, 20.60 METERS (67.59 FT) SOUTH-SOUTHEAST FROM
 NK0527'STATION MARK, 45.65 METERS (149.77 FT) SOUTHWEST FROM RM 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0566 ***********************************************************************
 NK0566  DESIGNATION -  CLARK
 NK0566  PID         -  NK0566
 NK0566  STATE/COUNTY-  IA/TAMA
 NK0566  USGS QUAD   -  TRAER (1971)
 NK0566
 NK0566                         *CURRENT SURVEY CONTROL
 NK0566  ___________________________________________________________________
 NK0566* NAD 83(1996)-  42 10 53.02526(N)    092 24 43.94844(W)     ADJUSTED  
 NK0566* NAVD 88     -       299.8    (meters)     984.     (feet)  VERTCON   
 NK0566  ___________________________________________________________________
 NK0566  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 NK0566  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 NK0566
 NK0566  HORZ ORDER  -  SECOND
 NK0566
 NK0566.The horizontal coordinates were established by classical geodetic methods
 NK0566.and adjusted by the National Geodetic Survey in May 1999..
 NK0566
 NK0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0566
 NK0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0566
 NK0566.The geoid height was determined by GEOID03.
 NK0566
 NK0566;                    North         East     Units Scale Factor Converg.
 NK0566;SPC IA N     - 1,076,265.061 1,589,863.817   MT  0.99998115   +0 44 14.1
 NK0566;UTM  15      - 4,670,083.918   548,541.131   MT  0.99962899   +0 23 40.9
 NK0566
 NK0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0566!SPC IA N     -   0.99995791  x   0.99998115  =   0.99993906
 NK0566!UTM  15      -   0.99995791  x   0.99962899  =   0.99958691
 NK0566
 NK0566|---------------------------------------------------------------------|
 NK0566| PID    Reference Object                     Distance      Geod. Az  |
 NK0566|                                                           dddmmss.s |
 NK0566| CI6129 CLARK RM 1                            9.946 METERS 19814     |
 NK0566| NK0567 REBAR 1065                          APPROX. 3.1 KM 2374543.7 |
 NK0566| CI6130 CLARK RM 2                           24.553 METERS 24746     |
 NK0566|---------------------------------------------------------------------|
 NK0566
 NK0566                          SUPERSEDED SURVEY CONTROL
 NK0566
 NK0566  NAD 83(1986)-  42 10 53.02391(N)    092 24 43.94605(W) AD(       ) 2
 NK0566  NAD 27      -  42 10 53.05679(N)    092 24 43.26659(W) AD(       ) 2
 NK0566  NGVD 29 (07/19/86)  299.8    (m)          984.     (f) VERT ANG       
 NK0566
 NK0566.Superseded values are not recommended for survey control.
 NK0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0566.See file dsdata.txt to determine how the superseded data were derived.
 NK0566
 NK0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4854170084(NAD 83)
 NK0566_MARKER: DD = SURVEY DISK
 NK0566_SETTING: 0 = UNSPECIFIED SETTING
 NK0566
 NK0566  HISTORY     - Date     Condition        Report By
 NK0566  HISTORY     - 1970     MONUMENTED       USGS
 NK0566
 NK0566                          STATION DESCRIPTION
 NK0566
 NK0566'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0566'THE STATION IS ABOUT 3.0 MI ESE. OF TRAER, IOWA, ABOUT 0.2 MI
 NK0566'E. OF THE COR. OF SECS. 7, 12, 13 AND 18, T. 85 N., R. 13
 NK0566'W., ON A SLIGHT RISE.
 NK0566'
 NK0566'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 63 AND
 NK0566'ST. HWY. 8 IN TRAER, GO E. ON ST. HWY. 8 FOR 3.0 MI TO A FIELD
 NK0566'ENTRANCE S. AND STATION ON RIGHT (S.).
 NK0566'
 NK0566'STATION MARK, STAMPED ET CLARK 1970 IS 27 FT S. AND 16 FT
 NK0566'W. OF CENTER OF RD. AT W. YARD FENCE S., 33 FT N. OF
 NK0566'S. RIGHT-OF-WAY FENCE.
 NK0566'
 NK0566'REFERENCE MARK NO. 1, STAMPED CLARK NO 1 1970 IS S. OF THE
 NK0566'STATION, 58 FT S. AND 26.5 FT W. OF CENTER OF RD. AT W. YARD
 NK0566'FENCE S., 2 FT N. OF S. RIGHT-OF-WAY FENCE, 2 FT N. OF USGS WITNESS
 NK0566'POST.
 NK0566'
 NK0566'REFERENCE MARK NO. 2, STAMPED CLARK NO 2 1970 IS SW. OF THE
 NK0566'STATION, 58 FT S. AND 91 FT W. OF CENTER OF RD. AT W. YARD FENCE
 NK0566'S., 2 FT N. OF S. RIGHT-OF-WAY FENCE.
 NK0566'
 NK0566'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 NK0566'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NK0566'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  REFERENCE MARK 1 AND
 NK0566'REFERENCE MARK 2 ARE SET FLUSH WITH THE GROUND.  THE STATION
 NK0566'MARK IS BURIED APPROX. 20 IN. BELOW THE SURFACE.
 NK0566'
 NK0566'NO AZIMUTH MARK WAS SET.
 NK0566'
 NK0566'REFERENCE AZIMUTH USED - TAMA BENTON CO-OP ELEV.  POINT OBSERVED
 NK0566'WAS CENTER OF NW. DUST COLLECTOR OF TWO ON TOP OF THE TAMA BENTON
 NK0566'CO-OP ELEV. IN DYSART.  THE DUST COLLECTORS ARE ON THE
 NK0566'SW. QUARTER OF THE ELEVATOR HEADHOUSE, T. 85 N., R. 13 W., ABOUT
 NK0566'0.4 MI N. AND 0.2 MI E. OF THE QUARTER COR. BETWEEN SECS. 13
 NK0566'AND 24.
 NK0566'
 NK0566'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0560 ***********************************************************************
 NM0560  DESIGNATION -  CLARK AZ MK
 NM0560  PID         -  NM0560
 NM0560  STATE/COUNTY-  IA/MONONA
 NM0560  USGS QUAD   -  ONAWA SW (1969)
 NM0560
 NM0560                         *CURRENT SURVEY CONTROL
 NM0560  ___________________________________________________________________
 NM0560* NAD 83(1996)-  42 01 32.95763(N)    096 12 49.41750(W)     ADJUSTED  
 NM0560* NAVD 88     -       320.970  (meters)    1053.05   (feet)  ADJUSTED  
 NM0560  ___________________________________________________________________
 NM0560  LAPLACE CORR-          -8.38  (seconds)                    DEFLEC99
 NM0560  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 NM0560  DYNAMIC HT  -         320.856 (meters)    1052.68  (feet)  COMP
 NM0560  MODELED GRAV-     980,256.8   (mgal)                       NAVD 88
 NM0560
 NM0560  HORZ ORDER  -  THIRD
 NM0560  VERT ORDER  -  SECOND    CLASS 0
 NM0560
 NM0560.The horizontal coordinates were established by classical geodetic methods
 NM0560.and adjusted by the National Geodetic Survey in May 1999..
 NM0560.No horizontal observational check was made to the station.
 NM0560
 NM0560.The orthometric height was determined by differential leveling
 NM0560.and adjusted by the National Geodetic Survey in June 1991..
 NM0560
 NM0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0560
 NM0560.The geoid height was determined by GEOID03.
 NM0560
 NM0560.The dynamic height is computed by dividing the NAVD 88
 NM0560.geopotential number by the normal gravity value computed on the
 NM0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0560.degrees latitude (g = 980.6199 gals.).
 NM0560
 NM0560.The modeled gravity was interpolated from observed gravity values.
 NM0560
 NM0560;                    North         East     Units Scale Factor Converg.
 NM0560;SPC IA N     - 1,062,013.427 1,275,293.436   MT  1.00000767   -1 50 21.2
 NM0560;UTM  14      - 4,656,399.548   730,668.761   MT  1.00025477   +1 51 58.1
 NM0560
 NM0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0560!SPC IA N     -   0.99995386  x   1.00000767  =   0.99996153
 NM0560!UTM  14      -   0.99995386  x   1.00025477  =   1.00020861
 NM0560
 NM0560                          SUPERSEDED SURVEY CONTROL
 NM0560
 NM0560  NAD 83(1996)-  42 01 32.95756(N)    096 12 49.41749(W) AD(       ) 3
 NM0560  NAD 83(1996)-  42 01 32.95781(N)    096 12 49.41742(W) AD(       ) 3
 NM0560  NAD 83(1986)-  42 01 32.95945(N)    096 12 49.41505(W) AD(       ) 3
 NM0560  NAD 27      -  42 01 33.00589(N)    096 12 48.34021(W) AD(       ) 3
 NM0560  NGVD 29 (??/??/92)  320.827  (m)         1052.58   (f) ADJ UNCH    2 0
 NM0560
 NM0560.Superseded values are not recommended for survey control.
 NM0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0560.See file dsdata.txt to determine how the superseded data were derived.
 NM0560
 NM0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3066956400(NAD 83)
 NM0560_MARKER: DZ = AZIMUTH MARK DISK
 NM0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0560_STAMPING: CLARK 1948
 NM0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0560+STABILITY: SURFACE MOTION
 NM0560
 NM0560  HISTORY     - Date     Condition        Report By
 NM0560  HISTORY     - 1948     MONUMENTED       CGS
 NM0560  HISTORY     - 1969     POOR             USGS
 NM0560
 NM0560                          STATION DESCRIPTION
 NM0560
 NM0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0560'6.3 MI W FROM ONAWA.
 NM0560'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0560'AT ONAWA, THENCE 2.8 MILES WEST ALONG COUNTY ROAD H, IN THE
 NM0560'SOUTHEAST QUARTER OF A CROSS ROADS, AT THE WEST END OF A PASTURE
 NM0560'FIELD, 98.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 NM0560'48.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 NM0560'0.7 FOOT NORTHWEST OF A FENCE, 3.6 FEET NORTHEAST OF A REFERENCE
 NM0560'POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NM0560'GROUND.  NOTE-- MARK IS LEANING APPROXIMATELY IS DEGREES.
 NM0560
 NM0560                          STATION RECOVERY (1969)
 NM0560
 NM0560'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0560'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0942 ***********************************************************************
 NJ0942  DESIGNATION -  CLARK COLLEGE CHAPEL NE SPIRE
 NJ0942  PID         -  NJ0942
 NJ0942  STATE/COUNTY-  IA/DUBUQUE
 NJ0942  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0942
 NJ0942                         *CURRENT SURVEY CONTROL
 NJ0942  ___________________________________________________________________
 NJ0942* NAD 83(1996)-  42 30 33.95621(N)    090 41 27.75404(W)     ADJUSTED  
 NJ0942* NAVD 88     -                                                        
 NJ0942  ___________________________________________________________________
 NJ0942  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 NJ0942  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 NJ0942
 NJ0942  HORZ ORDER  -  THIRD
 NJ0942
 NJ0942.The horizontal coordinates were established by classical geodetic methods
 NJ0942.and adjusted by the National Geodetic Survey in May 1999..
 NJ0942
 NJ0942
 NJ0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0942
 NJ0942.The geoid height was determined by GEOID03.
 NJ0942
 NJ0942;                    North         East     Units Scale Factor Converg.
 NJ0942;SPC IA N     - 1,115,958.611 1,730,804.590   MT  0.99994916   +1 54 13.5
 NJ0942;SPC WI S     -    56,829.765   543,203.163   MT  1.00005266   -0 28 29.3
 NJ0942;SPC WI S     -   186,448.99  1,782,159.04   sFT  1.00005266   -0 28 29.3
 NJ0942;UTM  15      - 4,708,923.889   689,694.115   MT  1.00004274   +1 33 38.4
 NJ0942
 NJ0942                          SUPERSEDED SURVEY CONTROL
 NJ0942
 NJ0942  NAD 83(1996)-  42 30 33.95620(N)    090 41 27.75402(W) AD(       ) 4
 NJ0942  NAD 83(1996)-  42 30 33.95516(N)    090 41 27.74981(W) AD(       ) 4
 NJ0942  NAD 83(1986)-  42 30 33.95330(N)    090 41 27.75074(W) AD(       ) 4
 NJ0942  NAD 27      -  42 30 33.94700(N)    090 41 27.30200(W) AD(       ) 3
 NJ0942
 NJ0942.Superseded values are not recommended for survey control.
 NJ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0942.See file dsdata.txt to determine how the superseded data were derived.
 NJ0942
 NJ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8969408924(NAD 83)
 NJ0942_MARKER: 90 = CHURCH SPIRE
 NJ0942
 NJ0942  HISTORY     - Date     Condition        Report By
 NJ0942  HISTORY     - 1931     FIRST OBSERVED   CGS
 NJ0942  HISTORY     - 20030727 MARK NOT FOUND   USPSQD
 NJ0942
 NJ0942                          STATION DESCRIPTION
 NJ0942
 NJ0942'DESCRIBED BY US POWER SQUADRON 2003 (DRB)
 NJ0942'NOT FOUND.  ALL THE BUILDINGS ON THE CLARKE COLLEGE CAMPUS ARE
 NJ0942'RELATIVELY NEW INCLUDING THE CHAPEL.  CLARKE COLLEGE IS ON CLARKE
 NJ0942'DRIVE ON THE WEST-SIDE OF DUBUQUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0943 ***********************************************************************
 NJ0943  DESIGNATION -  CLARK COLLEGE CHAPEL SW SPIRE
 NJ0943  PID         -  NJ0943
 NJ0943  STATE/COUNTY-  IA/DUBUQUE
 NJ0943  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0943
 NJ0943                         *CURRENT SURVEY CONTROL
 NJ0943  ___________________________________________________________________
 NJ0943* NAD 83(1996)-  42 30 33.68547(N)    090 41 28.10806(W)     ADJUSTED  
 NJ0943* NAVD 88     -                                                        
 NJ0943  ___________________________________________________________________
 NJ0943  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 NJ0943  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 NJ0943
 NJ0943  HORZ ORDER  -  THIRD
 NJ0943
 NJ0943.The horizontal coordinates were established by classical geodetic methods
 NJ0943.and adjusted by the National Geodetic Survey in May 1999..
 NJ0943
 NJ0943
 NJ0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0943
 NJ0943.The geoid height was determined by GEOID03.
 NJ0943
 NJ0943;                    North         East     Units Scale Factor Converg.
 NJ0943;SPC IA N     - 1,115,949.993 1,730,796.790   MT  0.99994917   +1 54 13.3
 NJ0943;SPC WI S     -    56,821.478   543,195.012   MT  1.00005268   -0 28 29.6
 NJ0943;SPC WI S     -   186,421.80  1,782,132.30   sFT  1.00005268   -0 28 29.6
 NJ0943;UTM  15      - 4,708,915.317   689,686.263   MT  1.00004271   +1 33 38.1
 NJ0943
 NJ0943                          SUPERSEDED SURVEY CONTROL
 NJ0943
 NJ0943  NAD 83(1996)-  42 30 33.68546(N)    090 41 28.10804(W) AD(       ) 4
 NJ0943  NAD 83(1996)-  42 30 33.68445(N)    090 41 28.10390(W) AD(       ) 4
 NJ0943  NAD 83(1986)-  42 30 33.68251(N)    090 41 28.10468(W) AD(       ) 4
 NJ0943  NAD 27      -  42 30 33.68200(N)    090 41 27.67200(W) AD(       ) 3
 NJ0943
 NJ0943.Superseded values are not recommended for survey control.
 NJ0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0943.See file dsdata.txt to determine how the superseded data were derived.
 NJ0943
 NJ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8968608915(NAD 83)
 NJ0943_MARKER: 90 = CHURCH SPIRE
 NJ0943
 NJ0943  HISTORY     - Date     Condition        Report By
 NJ0943  HISTORY     - 1931     FIRST OBSERVED   CGS
 NJ0943  HISTORY     - 20030727 MARK NOT FOUND   USPSQD
 NJ0943
 NJ0943                          STATION DESCRIPTION
 NJ0943
 NJ0943'DESCRIBED BY US POWER SQUADRON 2003 (DRB)
 NJ0943'NOT FOUND.  ALL THE BUILDINGS ON THE CLARKE COLLEGE CAMPUS ARE
 NJ0943'RELATIVELY NEW INCLUDING THE CHAPEL.  CLARKE COLLEGE IS ON CLARKE
 NJ0943'DRIVE ON THE WEST-SIDE OF DUBUQUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0564 ***********************************************************************
 NM0564  DESIGNATION -  CLARK RM 1
 NM0564  PID         -  NM0564
 NM0564  STATE/COUNTY-  IA/MONONA
 NM0564  USGS QUAD   -  ONAWA SW (1969)
 NM0564
 NM0564                         *CURRENT SURVEY CONTROL
 NM0564  ___________________________________________________________________
 NM0564* NAD 83(1986)-  42 01 34.     (N)    096 12 31.     (W)     SCALED    
 NM0564* NAVD 88     -       320.305  (meters)    1050.87   (feet)  ADJUSTED  
 NM0564  ___________________________________________________________________
 NM0564  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 NM0564  DYNAMIC HT  -         320.190 (meters)    1050.49  (feet)  COMP
 NM0564  MODELED GRAV-     980,256.6   (mgal)                       NAVD 88
 NM0564
 NM0564  VERT ORDER  -  SECOND    CLASS 0
 NM0564
 NM0564.The horizontal coordinates were scaled from a topographic map and have
 NM0564.an estimated accuracy of +/- 6 seconds.
 NM0564
 NM0564.The orthometric height was determined by differential leveling
 NM0564.and adjusted by the National Geodetic Survey in June 1991..
 NM0564
 NM0564.The geoid height was determined by GEOID03.
 NM0564
 NM0564.The dynamic height is computed by dividing the NAVD 88
 NM0564.geopotential number by the normal gravity value computed on the
 NM0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0564.degrees latitude (g = 980.6199 gals.).
 NM0564
 NM0564.The modeled gravity was interpolated from observed gravity values.
 NM0564
 NM0564;                    North         East    Units  Estimated Accuracy
 NM0564;SPC IA N     - 1,062,030.    1,275,720.      MT  (+/- 180 meters Scaled)
 NM0564
 NM0564                          SUPERSEDED SURVEY CONTROL
 NM0564
 NM0564  NGVD 29 (??/??/92)  320.161  (m)         1050.39   (f) ADJ UNCH    2 0
 NM0564
 NM0564.Superseded values are not recommended for survey control.
 NM0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0564.See file dsdata.txt to determine how the superseded data were derived.
 NM0564
 NM0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM310564(NAD 83)
 NM0564_MARKER: DR = REFERENCE MARK DISK
 NM0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0564_STAMPING: CLARK NO 1 1948
 NM0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0564+STABILITY: SURFACE MOTION
 NM0564
 NM0564  HISTORY     - Date     Condition        Report By
 NM0564  HISTORY     - 1948     MONUMENTED       CGS
 NM0564
 NM0564                          STATION DESCRIPTION
 NM0564
 NM0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0564'6 MI W FROM ONAWA.
 NM0564'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE AT
 NM0564'ONAWA, THENCE 2.5 MILES WEST ALONG COUNTY ROAD H, AT A FARMHOUSE,
 NM0564'97.7 FEET EAST-SOUTHEAST OF TRIANGULATION STATION CLARK, 48.0 FEET
 NM0564'SOUTH OF THE SOUTHEAST CORNER OF A CORN CRIB, 1.3 FEET WEST OF THE
 NM0564'NORTHWEST CORNER OF A BARN, SET IN THE TOP OF A CONCRETE POST
 NM0564'AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0565 ***********************************************************************
 NM0565  DESIGNATION -  CLARK RM 2
 NM0565  PID         -  NM0565
 NM0565  STATE/COUNTY-  IA/MONONA
 NM0565  USGS QUAD   -  ONAWA SW (1969)
 NM0565
 NM0565                         *CURRENT SURVEY CONTROL
 NM0565  ___________________________________________________________________
 NM0565* NAD 83(1986)-  42 01 34.     (N)    096 12 31.     (W)     SCALED    
 NM0565* NAVD 88     -       320.615  (meters)    1051.88   (feet)  ADJUSTED  
 NM0565  ___________________________________________________________________
 NM0565  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 NM0565  DYNAMIC HT  -         320.501 (meters)    1051.51  (feet)  COMP
 NM0565  MODELED GRAV-     980,256.6   (mgal)                       NAVD 88
 NM0565
 NM0565  VERT ORDER  -  SECOND    CLASS 0
 NM0565
 NM0565.The horizontal coordinates were scaled from a topographic map and have
 NM0565.an estimated accuracy of +/- 6 seconds.
 NM0565
 NM0565.The orthometric height was determined by differential leveling
 NM0565.and adjusted by the National Geodetic Survey in June 1991..
 NM0565
 NM0565.The geoid height was determined by GEOID03.
 NM0565
 NM0565.The dynamic height is computed by dividing the NAVD 88
 NM0565.geopotential number by the normal gravity value computed on the
 NM0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0565.degrees latitude (g = 980.6199 gals.).
 NM0565
 NM0565.The modeled gravity was interpolated from observed gravity values.
 NM0565
 NM0565;                    North         East    Units  Estimated Accuracy
 NM0565;SPC IA N     - 1,062,030.    1,275,720.      MT  (+/- 180 meters Scaled)
 NM0565
 NM0565                          SUPERSEDED SURVEY CONTROL
 NM0565
 NM0565  NGVD 29 (??/??/92)  320.472  (m)         1051.42   (f) ADJ UNCH    2 0
 NM0565
 NM0565.Superseded values are not recommended for survey control.
 NM0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0565.See file dsdata.txt to determine how the superseded data were derived.
 NM0565
 NM0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM310564(NAD 83)
 NM0565_MARKER: DR = REFERENCE MARK DISK
 NM0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0565_STAMPING: CLARK NO 2 1948
 NM0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0565+STABILITY: SURFACE MOTION
 NM0565
 NM0565  HISTORY     - Date     Condition        Report By
 NM0565  HISTORY     - 1948     MONUMENTED       CGS
 NM0565
 NM0565                          STATION DESCRIPTION
 NM0565
 NM0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0565'6 MI W FROM ONAWA.
 NM0565'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE AT
 NM0565'ONAWA, THENCE 2.5 MILES WEST ALONG COUNTY ROAD H, AT A FARMHOUSE,
 NM0565'212.0 FEET NORTHWEST OF TRIANGULATION STATION CLARK, 31.0 FEET
 NM0565'SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, 2.0 FEET NORTHEAST
 NM0565'OF A POWER LINE POLE, 1.0 FOOT NORTH OF A FENCE, SET IN THE TOP OF
 NM0565'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0627 ***********************************************************************
 NK0627  DESIGNATION -  CLARKSVILLE CITY WATER TANK
 NK0627  PID         -  NK0627
 NK0627  STATE/COUNTY-  IA/BUTLER
 NK0627  USGS QUAD   -  CLARKSVILLE (1971)
 NK0627
 NK0627                         *CURRENT SURVEY CONTROL
 NK0627  ___________________________________________________________________
 NK0627* NAD 83(1996)-  42 47 04.30050(N)    092 40 08.13513(W)     ADJUSTED  
 NK0627* NAVD 88     -                                                        
 NK0627  ___________________________________________________________________
 NK0627  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 NK0627  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 NK0627
 NK0627  HORZ ORDER  -  THIRD
 NK0627
 NK0627.The horizontal coordinates were established by classical geodetic methods
 NK0627.and adjusted by the National Geodetic Survey in May 1999..
 NK0627
 NK0627
 NK0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0627
 NK0627.The geoid height was determined by GEOID03.
 NK0627
 NK0627;                    North         East     Units Scale Factor Converg.
 NK0627;SPC IA N     - 1,143,015.643 1,567,998.189   MT  0.99994744   +0 33 47.7
 NK0627;UTM  15      - 4,736,940.582   527,079.376   MT  0.99960902   +0 13 29.6
 NK0627
 NK0627                          SUPERSEDED SURVEY CONTROL
 NK0627
 NK0627  NAD 83(1996)-  42 47 04.30051(N)    092 40 08.13530(W) AD(       ) 4
 NK0627  NAD 83(1986)-  42 47 04.29479(N)    092 40 08.13051(W) AD(       ) 4
 NK0627  NAD 27      -  42 47 04.37200(N)    092 40 07.43800(W) AD(       ) 3
 NK0627
 NK0627.Superseded values are not recommended for survey control.
 NK0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0627.See file dsdata.txt to determine how the superseded data were derived.
 NK0627
 NK0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2707936941(NAD 83)
 NK0627_MARKER: 53 = ELEVATED TANK
 NK0627
 NK0627  HISTORY     - Date     Condition        Report By
 NK0627  HISTORY     - 1938     FIRST OBSERVED   CGS
 NK0627
 NK0627                          STATION DESCRIPTION
 NK0627
 NK0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0627'THE CITY WATER TANK AT CLARKSVILLE, A STEEL TANK ABOUT 100
 NK0627'FEET HIGH, 1 BLOCK W OF THE MAIN BUSINESS INTERSECTION AT
 NK0627'THE TOWN OF CLARKSVILLE.
 NK0627'
 NK0627'LOCATED FROM TRIANGULATION STATIONS BEST, WEFEL, BRANDT AND
 NK0627'MARTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0756 ***********************************************************************
 NK0756  DESIGNATION -  CLARPORT
 NK0756  PID         -  NK0756
 NK0756  STATE/COUNTY-  IA/WRIGHT
 NK0756  USGS QUAD   -  HOLMES (1978)
 NK0756
 NK0756                         *CURRENT SURVEY CONTROL
 NK0756  ___________________________________________________________________
 NK0756* NAD 83(1996)-  42 44 39.23673(N)    093 45 44.04016(W)     ADJUSTED  
 NK0756* NAVD 88     -       351.0    (meters)    1152.     (feet)  VERTCON   
 NK0756  ___________________________________________________________________
 NK0756  X           -    -307,839.781 (meters)                     COMP
 NK0756  Y           -  -4,681,411.671 (meters)                     COMP
 NK0756  Z           -   4,306,897.939 (meters)                     COMP
 NK0756  LAPLACE CORR-           7.80  (seconds)                    DEFLEC99
 NK0756  ELLIP HEIGHT-         323.43  (meters)          (05/06/99) GPS OBS
 NK0756  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 NK0756
 NK0756  HORZ ORDER  -  THIRD
 NK0756  ELLP ORDER  -  FOURTH    CLASS I
 NK0756
 NK0756.This mark is at Clarion Municipal Airport (CAV)
 NK0756
 NK0756.The horizontal coordinates were established by GPS observations
 NK0756.and adjusted by the National Geodetic Survey in May 1999..
 NK0756
 NK0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0756
 NK0756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0756
 NK0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0756
 NK0756.The ellipsoidal height was determined by GPS observations
 NK0756.and is referenced to NAD 83.
 NK0756
 NK0756.The geoid height was determined by GEOID03.
 NK0756
 NK0756;                    North         East     Units Scale Factor Converg.
 NK0756;SPC IA N     - 1,138,238.592 1,478,529.948   MT  0.99994626   -0 10 39.8
 NK0756;UTM  15      - 4,732,694.541   437,614.394   MT  0.99964788   -0 31 02.5
 NK0756
 NK0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0756!SPC IA N     -   0.99994928  x   0.99994626  =   0.99989554
 NK0756!UTM  15      -   0.99994928  x   0.99964788  =   0.99959718
 NK0756
 NK0756:                Primary Azimuth Mark                     Grid Az
 NK0756:SPC IA N     -  CLARPORT AZ MK                           145 07 03.0
 NK0756:UTM  15      -  CLARPORT AZ MK                           145 27 25.7
 NK0756
 NK0756|---------------------------------------------------------------------|
 NK0756| PID    Reference Object                     Distance      Geod. Az  |
 NK0756|                                                           dddmmss.s |
 NK0756| NK0757 CLARPORT AZ MK                      APPROX. 1.0 KM 1445623.2 |
 NK0756|---------------------------------------------------------------------|
 NK0756
 NK0756                          SUPERSEDED SURVEY CONTROL
 NK0756
 NK0756  NAD 83(1996)-  42 44 39.23678(N)    093 45 44.04014(W) AD(       ) 3
 NK0756  NAD 83(1986)-  42 44 39.23316(N)    093 45 44.03135(W) AD(       ) 3
 NK0756  NGVD 29 (07/09/90)  351.0    (m)         1152.     (f) GPS OBS        
 NK0756
 NK0756.Superseded values are not recommended for survey control.
 NK0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0756.See file dsdata.txt to determine how the superseded data were derived.
 NK0756
 NK0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH3761432695(NAD 83)
 NK0756_MARKER: I = METAL ROD
 NK0756_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NK0756_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NK0756_STAMPING: CLARPORT 1989
 NK0756_MARK LOGO: NGS   
 NK0756_PROJECTION: FLUSH
 NK0756_MAGNETIC: I = MARKER IS A STEEL ROD
 NK0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0756+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 NK0756_ROD/PIPE-DEPTH: 5.5  meters
 NK0756_SLEEVE-DEPTH  : 0.91 meters
 NK0756
 NK0756  HISTORY     - Date     Condition        Report By
 NK0756  HISTORY     - 1989     MONUMENTED       NGS
 NK0756  HISTORY     - 20040328 GOOD             JCLS
 NK0756
 NK0756                          STATION DESCRIPTION
 NK0756
 NK0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NK0756'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHWEST OF CLARION, AT
 NK0756'THE CLARION MUNICIPAL AIRPORT AT THE JUNCTION OF THE ENTRANCE RAMP AND
 NK0756'RUNWAY.  OWNERSHIP--CITY OF CLARION, CLARION, IA 50525, PHONE (515)
 NK0756'532-2847.  THE AIRPORT MANAGER IS LARRY BERENS, PHONE (515) 532-3029.
 NK0756'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND COUNTY
 NK0756'ROAD R 38 ON THE WEST SIDE OF CLARION, GO NORTH ON COUNTY ROAD R 38
 NK0756'(SECOND STREET) FOR 1.62 KM (1.00 MI) TO THE JUNCTION OF A PAVED ROAD
 NK0756'LEFT.  TURN LEFT, WEST, ON THE PAVED ROAD AND GO 2.08 KM (1.30 MI) TO
 NK0756'THE JUNCTION OF A GRAVEL ROAD LEFT.  TURN LEFT, SOUTH, FOR 0.8 KM
 NK0756'(0.50 MI) TO THE ROADS END AND ENTRANCE LANE TO THE AIRPORT ON THE
 NK0756'LEFT.  TURN LEFT ON THE LANE ONTO THE APRON AN ENTRANCE RAMP FOR 0.3
 NK0756'KM (0.20 MI) TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE
 NK0756'LEFT.
 NK0756'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NK0756'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NK0756'SURROUNDED BY CONCRETE.  LOCATED 21.15 M (69.4 FT) NORTHEAST OF THE
 NK0756'CENTER OF THE RUNWAY, 17.45 M (57.3 FT) SOUTHEAST OF THE CENTER OF THE
 NK0756'ENTRANCE RAMP, 5.65 M (18.5 FT) EAST OF A RAMP BEACON LIGHT AND 5.75 M
 NK0756'(18.9 FT) EAST OF A FIBERGLASS WITNESS POST.
 NK0756'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NK0756'DESCRIBED BY M. L. MCCREADY.
 NK0756
 NK0756                          STATION RECOVERY (2004)
 NK0756
 NK0756'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NK0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0757 ***********************************************************************
 NK0757  DESIGNATION -  CLARPORT AZ MK
 NK0757  PID         -  NK0757
 NK0757  STATE/COUNTY-  IA/WRIGHT
 NK0757  USGS QUAD   -  HOLMES (1978)
 NK0757
 NK0757                         *CURRENT SURVEY CONTROL
 NK0757  ___________________________________________________________________
 NK0757* NAD 83(1996)-  42 44 12.90297(N)    093 45 18.97077(W)     ADJUSTED  
 NK0757* NAVD 88     -       351.9    (meters)    1155.     (feet)  VERTCON   
 NK0757  ___________________________________________________________________
 NK0757  X           -    -307,306.963 (meters)                     COMP
 NK0757  Y           -  -4,682,000.005 (meters)                     COMP
 NK0757  Z           -   4,306,301.678 (meters)                     COMP
 NK0757  LAPLACE CORR-           7.42  (seconds)                    DEFLEC99
 NK0757  ELLIP HEIGHT-         324.27  (meters)          (05/06/99) GPS OBS
 NK0757  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 NK0757
 NK0757  HORZ ORDER  -  THIRD
 NK0757  ELLP ORDER  -  FOURTH    CLASS I
 NK0757
 NK0757.This mark is at Clarion Municipal Airport (CAV)
 NK0757
 NK0757.The horizontal coordinates were established by GPS observations
 NK0757.and adjusted by the National Geodetic Survey in May 1999..
 NK0757
 NK0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0757
 NK0757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0757
 NK0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0757
 NK0757.The ellipsoidal height was determined by GPS observations
 NK0757.and is referenced to NAD 83.
 NK0757
 NK0757.The geoid height was determined by GEOID03.
 NK0757
 NK0757;                    North         East     Units Scale Factor Converg.
 NK0757;SPC IA N     - 1,137,424.296 1,479,097.640   MT  0.99994610   -0 10 22.8
 NK0757;UTM  15      - 4,731,877.138   438,177.081   MT  0.99964702   -0 30 45.2
 NK0757
 NK0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0757!SPC IA N     -   0.99994915  x   0.99994610  =   0.99989525
 NK0757!UTM  15      -   0.99994915  x   0.99964702  =   0.99959619
 NK0757
 NK0757:                Primary Azimuth Mark                     Grid Az
 NK0757:SPC IA N     -  CLARPORT                                 325 07 03.1
 NK0757:UTM  15      -  CLARPORT                                 325 27 25.5
 NK0757
 NK0757|---------------------------------------------------------------------|
 NK0757| PID    Reference Object                     Distance      Geod. Az  |
 NK0757|                                                           dddmmss.s |
 NK0757| NK0756 CLARPORT                            APPROX. 1.0 KM 3245640.3 |
 NK0757|---------------------------------------------------------------------|
 NK0757
 NK0757                          SUPERSEDED SURVEY CONTROL
 NK0757
 NK0757  NAD 83(1996)-  42 44 12.90302(N)    093 45 18.97076(W) AD(       ) 3
 NK0757  NAD 83(1986)-  42 44 12.89944(N)    093 45 18.96205(W) AD(       ) 3
 NK0757  NGVD 29 (07/09/90)  351.9    (m)         1155.     (f) GPS OBS        
 NK0757
 NK0757.Superseded values are not recommended for survey control.
 NK0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0757.See file dsdata.txt to determine how the superseded data were derived.
 NK0757
 NK0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH3817731877(NAD 83)
 NK0757_MARKER: I = METAL ROD
 NK0757_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NK0757_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NK0757_STAMPING: CLARPORT AZ MK 1989
 NK0757_MARK LOGO: NGS   
 NK0757_PROJECTION: FLUSH
 NK0757_MAGNETIC: I = MARKER IS A STEEL ROD
 NK0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0757+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NK0757_ROD/PIPE-DEPTH: 6.0  meters
 NK0757_SLEEVE-DEPTH  : 0.91 meters
 NK0757
 NK0757  HISTORY     - Date     Condition        Report By
 NK0757  HISTORY     - 1989     MONUMENTED       NGS
 NK0757
 NK0757                          STATION DESCRIPTION
 NK0757
 NK0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NK0757'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHWEST OF CLARION AT
 NK0757'THE CLARION MUNICIPAL AIRPORT AT THE NORTH CORNER OF THE TURN-AROUND
 NK0757'AT THE END OF RUNWAY 32.  OWNERSHIP--CITY OF CLARION, CLARION, IA
 NK0757'50525, PHONE (515) 532-2847.  THE AIRPORT MANAGER IS LARRY BERENS,
 NK0757'PHONE (515) 532-3029.
 NK0757'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND COUNTY
 NK0757'ROAD R 38, ON THE WEST SIDE OF CLARION, GO NORTH ON COUNTY ROAD R 38
 NK0757'FOR 1.6 KM (1.00 MI) TO THE JUNCTION OF A PAVED ROAD LEFT.  TURN LEFT,
 NK0757'WEST, ON THE PAVED ROAD FOR 2.08 KM (1.30 MI) TO THE JUNCTION OF A
 NK0757'GRAVEL ROAD LEFT.  TURN LEFT, SOUTH, ON THE GRAVEL ROAD FOR 0.8 KM
 NK0757'(0.50 MI) TO THE END OF THE ROAD AND PAVED ENTRANCE LANE TO THE
 NK0757'AIRPORT ON THE LEFT.  TURN LEFT ON THE LANE ONTO THE APRON AN ENTRANCE
 NK0757'RAMP FOR 0.3 KM (0.20 MI) TO THE JUNCTION OF THE RUNWAY.  TURN RIGHT,
 NK0757'SOUTHEAST, AND GO 1.0 KM (0.60 MI) TO THE TURN-AROUND AT THE END OF
 NK0757'RUNWAY AND THE STATION ON THE LEFT.
 NK0757'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NK0757'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NK0757'SURROUNDED BY CONCRETE.  LOCATED AT THE NORTH CORNER OF THE
 NK0757'TURN-AROUND, 38.7 M (127.0 FT) SOUTH OF A WIND SOCK, 34.4 M
 NK0757'(112.9 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 11.1 M (36.4 FT)
 NK0757'NORTHWEST OF THE CENTER OF THE TURN-AROUND, 0.91 M (3.0 FT) NORTH OF
 NK0757'THE NORTH CORNER OF THE TURN-AROUND AND 0.91 M (3.0 FT) NORTH OF A
 NK0757'FIBERGLASS WITNESS POST.
 NK0757'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NK0757'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0237 ***********************************************************************
 MK0237  DESIGNATION -  CLAY
 MK0237  PID         -  MK0237
 MK0237  STATE/COUNTY-  IA/HARRISON
 MK0237  USGS QUAD   -  MONDAMIN (1970)
 MK0237
 MK0237                         *CURRENT SURVEY CONTROL
 MK0237  ___________________________________________________________________
 MK0237* NAD 83(1996)-  41 38 33.00203(N)    096 05 18.44005(W)     ADJUSTED  
 MK0237* NAVD 88     -       309.626  (meters)    1015.83   (feet)  ADJUSTED  
 MK0237  ___________________________________________________________________
 MK0237  LAPLACE CORR-          -7.27  (seconds)                    DEFLEC99
 MK0237  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 MK0237  DYNAMIC HT  -         309.492 (meters)    1015.39  (feet)  COMP
 MK0237  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 MK0237
 MK0237  HORZ ORDER  -  THIRD
 MK0237  VERT ORDER  -  SECOND    CLASS 0
 MK0237
 MK0237.The horizontal coordinates were established by classical geodetic methods
 MK0237.and adjusted by the National Geodetic Survey in May 1999..
 MK0237
 MK0237.The orthometric height was determined by differential leveling
 MK0237.and adjusted by the National Geodetic Survey in June 1991..
 MK0237
 MK0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK0237
 MK0237.The geoid height was determined by GEOID03.
 MK0237
 MK0237.The dynamic height is computed by dividing the NAVD 88
 MK0237.geopotential number by the normal gravity value computed on the
 MK0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0237.degrees latitude (g = 980.6199 gals.).
 MK0237
 MK0237.The modeled gravity was interpolated from observed gravity values.
 MK0237
 MK0237;                    North         East     Units Scale Factor Converg.
 MK0237;SPC IA S     -   185,609.596   284,384.887   MT  0.99997803   -1 42 18.1
 MK0237;SPC NE       -   208,231.490   825,660.560   MT  0.99966143   +2 35 31.8
 MK0237;UTM  14      - 4,614,180.490   742,484.497   MT  1.00032363   +1 56 08.2
 MK0237
 MK0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0237!SPC IA S     -   0.99995585  x   0.99997803  =   0.99993388
 MK0237!SPC NE       -   0.99995585  x   0.99966143  =   0.99961730
 MK0237!UTM  14      -   0.99995585  x   1.00032363  =   1.00027947
 MK0237
 MK0237:                Primary Azimuth Mark                     Grid Az
 MK0237:SPC IA S     -  CLAY AZ MK                               002 56 31.3
 MK0237:SPC NE       -  CLAY AZ MK                               358 38 41.4
 MK0237:UTM  14      -  CLAY AZ MK                               359 18 05.0
 MK0237
 MK0237|---------------------------------------------------------------------|
 MK0237| PID    Reference Object                     Distance      Geod. Az  |
 MK0237|                                                           dddmmss.s |
 MK0237| MK0238 CLAY AZ MK                                         0011413.2 |
 MK0237| MK1833 MODALE MUNICIPAL TANK               APPROX. 7.0 KM 1095919.5 |
 MK0237| MK0235 CLAY RM 1                            37.832 METERS 17430     |
 MK0237| MK1969 BLAIR WASHINGTON CO CTHSE DOME      APPROX.12.0 KM 1990146.0 |
 MK0237| MK0236 CLAY RM 2                            36.698 METERS 27424     |
 MK0237|---------------------------------------------------------------------|
 MK0237
 MK0237                          SUPERSEDED SURVEY CONTROL
 MK0237
 MK0237  NAD 83(1996)-  41 38 33.00203(N)    096 05 18.44006(W) AD(       ) 3
 MK0237  NAD 83(1986)-  41 38 33.00763(N)    096 05 18.44168(W) AD(       ) 3
 MK0237  NAD 27      -  41 38 33.03800(N)    096 05 17.39900(W) AD(       ) 3
 MK0237  NGVD 29 (??/??/92)  309.479  (m)         1015.35   (f) ADJ UNCH    2 0
 MK0237
 MK0237.Superseded values are not recommended for survey control.
 MK0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0237.See file dsdata.txt to determine how the superseded data were derived.
 MK0237
 MK0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM4248414180(NAD 83)
 MK0237_MARKER: DS = TRIANGULATION STATION DISK
 MK0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0237_STAMPING: CLAY 1947
 MK0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0237+STABILITY: SURFACE MOTION
 MK0237
 MK0237  HISTORY     - Date     Condition        Report By
 MK0237  HISTORY     - 1947     MONUMENTED       CGS
 MK0237  HISTORY     - 1948     GOOD             NGS
 MK0237  HISTORY     - 1974     GOOD             LOCENG
 MK0237
 MK0237                          STATION DESCRIPTION
 MK0237
 MK0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK0237'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF MODALE JUST
 MK0237'NORTH OF A FARM HOUSE IN A BARNYARD.  STATION IS 35 FEET WEST
 MK0237'OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, 18 FEET SOUTHWEST
 MK0237'OF A FENCECORNER AND 12.5 FEET WEST OF A WHITE WITNESS POST
 MK0237'WHICH IS IN FENCELINE.  THE MARK IS FLUSH WITH THE GROUND
 MK0237'AND THE DISK IS STAMPED CLAY 1947.
 MK0237'
 MK0237'REFERENCE MARK NO. 1 IS 124.12 FEET SOUTH OF STATION, 23
 MK0237'FEET WEST OF THE APPROXIMATE CENTERLINE OF DIRT ROAD AND 2
 MK0237'FEET NORTH OF A FENCECORNER.  THE MARK PROJECTS ABOUT 4 INCHES
 MK0237'AND THE DISK IS STAMPED CLAY NO 1 1947.
 MK0237'
 MK0237'REFERENCE MARK NO. 2 IS 120.40 FEET WEST OF STATION AND 1
 MK0237'FOOT SOUTHEAST OF FENCECORNER.  THE MARK PROJECTS ABOUT 4
 MK0237'INCHES AND THE DISK IS STAMPED CLAY NO 2 1947.
 MK0237'
 MK0237'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH OF STATION, 45
 MK0237'FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF CURVE IN DIRT
 MK0237'ROAD AND 2 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS
 MK0237'ABOUT 4 INCHES AND THE DISK IS STAMPED CLAY 1947.
 MK0237'
 MK0237'TO REACH STATION FROM THE TOWN HALL IN MODALE GO NORTH AND
 MK0237'WEST ON STATE ROUTE 300 FOR 1.3 MILES TO A POINT WHERE THE
 MK0237'MAIN ROAD TURNS NORTH AND A DIRT ROAD LEADS STRAIGHT AHEAD.
 MK0237'CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 3.65 MILES TO DIRT
 MK0237'T ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.65 MILE TO
 MK0237'FARMHOUSE AND STATION ON LEFT AS DESCRIBED.
 MK0237'
 MK0237'TO REACH AZIMUTH FROM STATION CONTINUE NORTH FOR 0.3 MILE TO
 MK0237'POINT WHERE ROAD MAKES A TURN TO THE RIGHT AND TO AZIMUTH ON LEFT
 MK0237'AS DESCRIBED.
 MK0237'
 MK0237'A 90 FOOT SIGNAL AT MODALE CAN BE SEEN AT 80 FEET.
 MK0237'
 MK0237'A 90 FOOT SIGNAL AT TYSON CAN BE SEEN AT 75 FEET.
 MK0237'
 MK0237'A 4 FOOT SIGNAL AT FOLLEN 1930 CAN BE SEEN AT 85 FEET.
 MK0237'
 MK0237'A 4 FOOT SIGNAL AT BLAIR 2 CAN BE SEEN AT 80 FEET.
 MK0237'
 MK0237'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MK0237
 MK0237                          STATION RECOVERY (1948)
 MK0237
 MK0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MK0237'8.2 MI W FROM MODALE.
 MK0237'1.0 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE MODALE
 MK0237'CONSOLIDATED SCHOOL AT MODALE, THENCE 3.2 MILES WEST ALONG A DIRT
 MK0237'ROAD, THENCE 0.6 MILE NORTH ALONG A DIRT ROAD, THENCE 0.5 MILE
 MK0237'WEST ALONG A DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A DIRT
 MK0237'ROAD, THENCE 1.05 MILES NORTH ALONG A DIRT ROAD ON TOP OF A DIKE,
 MK0237'THENCE 0.25 MILE EAST ALONG A DIRT ROAD, THENCE 0.7 MILE NORTH
 MK0237'ALONG A DIRT ROAD, NEAR THE NORTHEAST CORNER OF A BARN LOT,
 MK0237'121.05 FEET NORTH OF CLAY R.M. 1, 120.25 FEET EAST OF CLAY R.M. 2,
 MK0237'108.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 33.0 FEET
 MK0237'WEST OF THE CENTER LINE OF THE ROAD, 13.4 FEET SOUTH OF THE
 MK0237'NORTH BARN LOT FENCE, 13.0 FEET WEST OF A REFERENCE POST, SET IN
 MK0237'TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 MK0237
 MK0237                          STATION RECOVERY (1974)
 MK0237
 MK0237'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 MK0237'RECOVERED BY LOOS AND ASSOC.
 MK0237'
 MK0237'STATION FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0238 ***********************************************************************
 MK0238  DESIGNATION -  CLAY AZ MK
 MK0238  PID         -  MK0238
 MK0238  STATE/COUNTY-  IA/HARRISON
 MK0238  USGS QUAD   -  MONDAMIN (1970)
 MK0238
 MK0238                         *CURRENT SURVEY CONTROL
 MK0238  ___________________________________________________________________
 MK0238* NAD 83(1986)-  41 38 50.     (N)    096 05 18.     (W)     SCALED    
 MK0238* NAVD 88     -       310.123  (meters)    1017.46   (feet)  ADJUSTED  
 MK0238  ___________________________________________________________________
 MK0238  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 MK0238  DYNAMIC HT  -         309.990 (meters)    1017.03  (feet)  COMP
 MK0238  MODELED GRAV-     980,186.0   (mgal)                       NAVD 88
 MK0238
 MK0238  VERT ORDER  -  SECOND    CLASS 0
 MK0238
 MK0238.The horizontal coordinates were scaled from a topographic map and have
 MK0238.an estimated accuracy of +/- 6 seconds.
 MK0238
 MK0238.The orthometric height was determined by differential leveling
 MK0238.and adjusted by the National Geodetic Survey in June 1991..
 MK0238
 MK0238.The geoid height was determined by GEOID03.
 MK0238
 MK0238.The dynamic height is computed by dividing the NAVD 88
 MK0238.geopotential number by the normal gravity value computed on the
 MK0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0238.degrees latitude (g = 980.6199 gals.).
 MK0238
 MK0238.The modeled gravity was interpolated from observed gravity values.
 MK0238
 MK0238;                    North         East    Units  Estimated Accuracy
 MK0238;SPC IA S     -   186,130.      284,410.      MT  (+/- 180 meters Scaled)
 MK0238
 MK0238                          SUPERSEDED SURVEY CONTROL
 MK0238
 MK0238  NGVD 29 (??/??/92)  309.976  (m)         1016.98   (f) ADJ UNCH    2 0
 MK0238
 MK0238.Superseded values are not recommended for survey control.
 MK0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0238.See file dsdata.txt to determine how the superseded data were derived.
 MK0238
 MK0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM424147(NAD 83)
 MK0238_MARKER: DZ = AZIMUTH MARK DISK
 MK0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0238_STAMPING: CLAY 1947
 MK0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0238+STABILITY: SURFACE MOTION
 MK0238
 MK0238  HISTORY     - Date     Condition        Report By
 MK0238  HISTORY     - 1947     MONUMENTED       CGS
 MK0238  HISTORY     - 1948     GOOD             NGS
 MK0238
 MK0238                          STATION DESCRIPTION
 MK0238
 MK0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0238'7.7 MI SW FROM MONDAMIN.
 MK0238'0.4 MILE WEST ALONG U.S. HIGHWAY NO. 75 FROM THE CHICAGO AND
 MK0238'NORTH WESTERN RAILWAY STATION AT MONDAMIN, THENCE 2.9 MILES SOUTH
 MK0238'ALONG STATE HIGHWAY NO. 300, THENCE 1.0 MILE WEST ALONG A DIRT
 MK0238'ROAD, THENCE 1.2 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.7
 MK0238'MILE WEST ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT
 MK0238'ROAD, THENCE 0.5 MILE WEST ALONG A DIRT ROAD, AT A 90-DEGREE TURN
 MK0238'IN THE ROAD WITH TANGENTS LEADING EAST AND SOUTH, 0.3 MILE
 MK0238'NORTH OF THE CLAY TRIANGULATION STATION WHICH IS LOCATED 8.2
 MK0238'MILES WEST OF MODALE, 38.0 FEET NORTHWEST OF THE CENTER LINE
 MK0238'OF THE ROAD, 17.0 FEET NORTH OF A POINT ON THE CENTER LINE OF THE
 MK0238'EAST-WEST ROAD, 10.0 FEET EAST OF A POINT ON THE CENTER LINE OF THE
 MK0238'NORTH-SOUTH ROAD, 0.8 FOOT SOUTH OF A FENCE, 1.7 FEET WEST OF A
 MK0238'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 MK0238'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0235 ***********************************************************************
 MK0235  DESIGNATION -  CLAY RM 1
 MK0235  PID         -  MK0235
 MK0235  STATE/COUNTY-  IA/HARRISON
 MK0235  USGS QUAD   -  MONDAMIN (1970)
 MK0235
 MK0235                         *CURRENT SURVEY CONTROL
 MK0235  ___________________________________________________________________
 MK0235* NAD 83(1986)-  41 38 33.     (N)    096 05 18.     (W)     SCALED    
 MK0235* NAVD 88     -       309.812  (meters)    1016.44   (feet)  ADJUSTED  
 MK0235  ___________________________________________________________________
 MK0235  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 MK0235  DYNAMIC HT  -         309.679 (meters)    1016.01  (feet)  COMP
 MK0235  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 MK0235
 MK0235  VERT ORDER  -  SECOND    CLASS 0
 MK0235
 MK0235.The horizontal coordinates were scaled from a topographic map and have
 MK0235.an estimated accuracy of +/- 6 seconds.
 MK0235
 MK0235.The orthometric height was determined by differential leveling
 MK0235.and adjusted by the National Geodetic Survey in June 1991..
 MK0235
 MK0235.The geoid height was determined by GEOID03.
 MK0235
 MK0235.The dynamic height is computed by dividing the NAVD 88
 MK0235.geopotential number by the normal gravity value computed on the
 MK0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0235.degrees latitude (g = 980.6199 gals.).
 MK0235
 MK0235.The modeled gravity was interpolated from observed gravity values.
 MK0235
 MK0235;                    North         East    Units  Estimated Accuracy
 MK0235;SPC IA S     -   185,610.      284,400.      MT  (+/- 180 meters Scaled)
 MK0235
 MK0235                          SUPERSEDED SURVEY CONTROL
 MK0235
 MK0235  NGVD 29 (??/??/92)  309.666  (m)         1015.96   (f) ADJ UNCH    2 0
 MK0235
 MK0235.Superseded values are not recommended for survey control.
 MK0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0235.See file dsdata.txt to determine how the superseded data were derived.
 MK0235
 MK0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM424141(NAD 83)
 MK0235_MARKER: DR = REFERENCE MARK DISK
 MK0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0235_STAMPING: CLAY NO 1 1947
 MK0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0235+STABILITY: SURFACE MOTION
 MK0235
 MK0235  HISTORY     - Date     Condition        Report By
 MK0235  HISTORY     - 1947     MONUMENTED       CGS
 MK0235  HISTORY     - 1948     GOOD             NGS
 MK0235
 MK0235                          STATION DESCRIPTION
 MK0235
 MK0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0235'8.2 MI W FROM MODALE.
 MK0235'1.0 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE MODALE
 MK0235'CONSOLIDATED SCHOOL AT MODALE, THENCE 3.2 MILES WEST ALONG A
 MK0235'DIRT ROAD, THENCE 0.6 MILE NORTH ALONG A DIRT ROAD, THENCE 0.5
 MK0235'MILE WEST ALONG A DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG
 MK0235'A DIRT ROAD, THENCE 1.05 MILES NORTH ALONG A DIRT ROAD ON TOP
 MK0235'OF A DIKE, THENCE 0.25 MILE EAST ALONG A DIRT ROAD, THENCE 0.7
 MK0235'MILE NORTH ALONG A DIRT ROAD, IN THE SOUTHEAST CORNER OF A BARN
 MK0235'LOT, 121.05 FEET SOUTH OF CLAY TRIANGULATION STATION, 88.0 FEET
 MK0235'EAST OF THE SOUTHEAST CORNER OF A BARN, 22.0 FEET WEST OF THE
 MK0235'CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A BOARD FENCE, 1.0
 MK0235'FOOT WEST OF THE WEST RIGHT-OF-WAY FENCE, SET IN TOP OF A
 MK0235'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0236 ***********************************************************************
 MK0236  DESIGNATION -  CLAY RM 2
 MK0236  PID         -  MK0236
 MK0236  STATE/COUNTY-  IA/HARRISON
 MK0236  USGS QUAD   -  MONDAMIN (1970)
 MK0236
 MK0236                         *CURRENT SURVEY CONTROL
 MK0236  ___________________________________________________________________
 MK0236* NAD 83(1986)-  41 38 33.     (N)    096 05 18.     (W)     SCALED    
 MK0236* NAVD 88     -       309.868  (meters)    1016.63   (feet)  ADJUSTED  
 MK0236  ___________________________________________________________________
 MK0236  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 MK0236  DYNAMIC HT  -         309.735 (meters)    1016.19  (feet)  COMP
 MK0236  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 MK0236
 MK0236  VERT ORDER  -  SECOND    CLASS 0
 MK0236
 MK0236.The horizontal coordinates were scaled from a topographic map and have
 MK0236.an estimated accuracy of +/- 6 seconds.
 MK0236
 MK0236.The orthometric height was determined by differential leveling
 MK0236.and adjusted by the National Geodetic Survey in June 1991..
 MK0236
 MK0236.The geoid height was determined by GEOID03.
 MK0236
 MK0236.The dynamic height is computed by dividing the NAVD 88
 MK0236.geopotential number by the normal gravity value computed on the
 MK0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0236.degrees latitude (g = 980.6199 gals.).
 MK0236
 MK0236.The modeled gravity was interpolated from observed gravity values.
 MK0236
 MK0236;                    North         East    Units  Estimated Accuracy
 MK0236;SPC IA S     -   185,610.      284,400.      MT  (+/- 180 meters Scaled)
 MK0236
 MK0236                          SUPERSEDED SURVEY CONTROL
 MK0236
 MK0236  NGVD 29 (??/??/92)  309.722  (m)         1016.15   (f) ADJ UNCH    2 0
 MK0236
 MK0236.Superseded values are not recommended for survey control.
 MK0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0236.See file dsdata.txt to determine how the superseded data were derived.
 MK0236
 MK0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM424141(NAD 83)
 MK0236_MARKER: DR = REFERENCE MARK DISK
 MK0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0236_STAMPING: CLAY NO 2 1947
 MK0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0236+STABILITY: SURFACE MOTION
 MK0236
 MK0236  HISTORY     - Date     Condition        Report By
 MK0236  HISTORY     - 1947     MONUMENTED       CGS
 MK0236  HISTORY     - 1948     GOOD             NGS
 MK0236
 MK0236                          STATION DESCRIPTION
 MK0236
 MK0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0236'8.2 MI W FROM MODALE.
 MK0236'1.0 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE MODALE
 MK0236'CONSOLIDATED SCHOOL AT MODALE, THENCE 3.2 MILES WEST ALONG A
 MK0236'DIRT ROAD, THENCE 0.6 MILE NORTH ALONG A DIRT ROAD, THENCE 0.5
 MK0236'MILE WEST ALONG A DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A
 MK0236'DIRT ROAD, THENCE 1.05 MILE NORTH ALONG A DIRT ROAD ON TOP OF A
 MK0236'DIKE, THENCE 0.25 MILE EAST ALONG A DIRT ROAD, THENCE 0.7 MILE
 MK0236'NORTH ALONG A DIRT ROAD, IN THE NORTHWEST CORNER OF A BARN
 MK0236'LOT, 120.25 FEET WEST OF THE CLAY TRIANGULATION STATION, 86.7
 MK0236'FEET NORTH OF THE NORTHWEST CORNER OF A BARN, 1.3 FEET SOUTHEAST
 MK0236'OF THE NORTHWEST CORNER FENCE POST, SET IN TOP OF A CONCRETE
 MK0236'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1105 ***********************************************************************
 MJ1105  DESIGNATION -  CLAYTON
 MJ1105  PID         -  MJ1105
 MJ1105  STATE/COUNTY-  IA/ADAIR
 MJ1105  USGS QUAD   -  NEVINVILLE (1980)
 MJ1105
 MJ1105                         *CURRENT SURVEY CONTROL
 MJ1105  ___________________________________________________________________
 MJ1105* NAD 83(1996)-  41 13 23.43319(N)    094 31 36.47502(W)     ADJUSTED  
 MJ1105* NAVD 88     -       409.     (meters)    1342.     (feet)  SCALED    
 MJ1105  ___________________________________________________________________
 MJ1105  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 MJ1105  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 MJ1105
 MJ1105  HORZ ORDER  -  FIRST
 MJ1105
 MJ1105.The horizontal coordinates were established by classical geodetic methods
 MJ1105.and adjusted by the National Geodetic Survey in May 1999..
 MJ1105
 MJ1105.The orthometric height was scaled from a topographic map.
 MJ1105
 MJ1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1105
 MJ1105.The geoid height was determined by GEOID03.
 MJ1105
 MJ1105;                    North         East     Units Scale Factor Converg.
 MJ1105;SPC IA S     -   136,340.108   413,908.602   MT  0.99994845   -0 40 34.9
 MJ1105;UTM  15      - 4,564,655.980   372,025.975   MT  0.99980156   -1 00 22.6
 MJ1105
 MJ1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1105!SPC IA S     -   0.99994054  x   0.99994845  =   0.99988900
 MJ1105!UTM  15      -   0.99994054  x   0.99980156  =   0.99974212
 MJ1105
 MJ1105|---------------------------------------------------------------------|
 MJ1105| PID    Reference Object                     Distance      Geod. Az  |
 MJ1105|                                                           dddmmss.s |
 MJ1105| CL6238 CLAYTON RM 3                         20.207 METERS 02832     |
 MJ1105| MJ1098 GREENFIELD MUNICIPAL TANK           APPROX.10.8 KM 0324248.4 |
 MJ1105| MJ1096 ORIENT JOHNSON TUTTLE ELEV LT       APPROX. 9.5 KM 1034829.1 |
 MJ1105| CL6236 CLAYTON RM 1                         34.336 METERS 11303     |
 MJ1105| CL6239 CLAYTON RM 4                         31.428 METERS 13722     |
 MJ1105| MJ1086 CRESTON CBQ RR STACK                APPROX.23.3 KM 1414551.1 |
 MJ1105| MJ1089 CRESTON UNION CO CTHSE CUPOLA       APPROX.22.9 KM 1423309.6 |
 MJ1105| MJ1087 CRESTON IOWA SOU UTIL CO STK        APPROX.23.1 KM 1423855.2 |
 MJ1105| MJ1091 CRESTON ST MALACHYS CATH CH         APPROX.23.1 KM 1435848.0 |
 MJ1105| MJ1085 CRESTON TAXPAYERS WATER SPIPE       APPROX.22.5 KM 1450141.6 |
 MJ1105| CL6234 CLAYTON AZ MK                                      1842028.7 |
 MJ1105| CL6235 CLAYTON AZ MK 2                                    1864331.4 |
 MJ1105| MJ1114 MASSENA MUNICIPAL TANK              APPROX.20.6 KM 2800956.7 |
 MJ1105| MJ1102 FONTANELLE MUNICIPAL TANK           APPROX. 8.0 KM 3370556.9 |
 MJ1105| MJ1101 FONTANELLE EVAN IMM LUTH CH         APPROX. 8.1 KM 3390259.6 |
 MJ1105| CL6237 CLAYTON RM 2                         34.921 METERS 34801     |
 MJ1105|---------------------------------------------------------------------|
 MJ1105
 MJ1105                          SUPERSEDED SURVEY CONTROL
 MJ1105
 MJ1105  NAD 83(1986)-  41 13 23.43266(N)    094 31 36.50324(W) AD(       ) 1
 MJ1105  NAD 27      -  41 13 23.47700(N)    094 31 35.62200(W) AD(       ) 1
 MJ1105
 MJ1105.Superseded values are not recommended for survey control.
 MJ1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1105.See file dsdata.txt to determine how the superseded data were derived.
 MJ1105
 MJ1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF7202664656(NAD 83)
 MJ1105_MARKER: DS = TRIANGULATION STATION DISK
 MJ1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1105
 MJ1105  HISTORY     - Date     Condition        Report By
 MJ1105  HISTORY     - 1934     MONUMENTED       CGS
 MJ1105  HISTORY     - 1977     GOOD             NGS
 MJ1105
 MJ1105                          STATION DESCRIPTION
 MJ1105
 MJ1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1105'STATION IS ABOUT 7 MILES SW OF GREENFIELD, ABOUT 5 MILES
 MJ1105'S OF FONTANELLE, ABOUT 1-1/2 MILES N OF FISK CROSSROADS, NEAR
 MJ1105'THE MIDDLE OF THE W SIDE OF SECTION 10, T 74 N, R 32 W, ON
 MJ1105'LAND OWNED BY J.A. CLAYTON.  IT IS IN THE SW CORNER OF A
 MJ1105'CULTIVATED FIELD, 24-1/2 FEET E OF FENCE LINE, 25 FEET E OF THE
 MJ1105'E SIDE OF CORN CRIB, 44 FEET N OF FENCE LINE, 108 FEET N OF
 MJ1105'WELL AND WINDMILL, 89 FEET NE OF THE NE CORNER OF BARN, 161
 MJ1105'FEET ENE OF WELL, WHICH IS S OF DWELLING.  MARK IS 8 INCHES
 MJ1105'BELOW SURFACE OF THE GROUND.
 MJ1105'
 MJ1105'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 MJ1105'STANDARD BRONZE DISKS SET IN CONCRETE.
 MJ1105'
 MJ1105'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 134 FEET E OF
 MJ1105'THE SW FENCE CORNER OF CULTIVATED FIELD, 6 INCHES N OF THE
 MJ1105'FENCE LINE.  MARK IS FLUSH.
 MJ1105'
 MJ1105'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 156 FEET N OF
 MJ1105'THE SW FENCE CORNER OF FIELD, 6 INCHES E OF THE FENCE LINE.
 MJ1105'MARK IS FLUSH.
 MJ1105'
 MJ1105'AZIMUTH MARK IS S OF THE STATION, 29 FEET W OF THE CENTER
 MJ1105'LINE OF ROAD, 1 FOOT E OF THE FENCE LINE, ABOUT 65 YARDS N
 MJ1105'OF FENCE CORNER, 0.2 MILE S OF CROSSROADS.  MARK PROJECTS
 MJ1105'4 INCHES.
 MJ1105'
 MJ1105'TO REACH FROM FONTANELLE, FROM THE SE CORNER OF THE PARK WHICH
 MJ1105'IS THE CENTER OF THE VILLAGE, GO E ON STATE HIGHWAY 2, 1.7
 MJ1105'MILES TO DIRT CROSS ROAD.  THENCE S 1.1 MILES TO T-ROAD.
 MJ1105'THENCE E 0.2 MILE TO BRIDGE.  CROSS BRIDGE AND THENCE S 4 MILES
 MJ1105'TO CLAYTONS HOME, HIGHLAND FARMS.  STATION IS ABOUT 50 YARDS
 MJ1105'E OF THE HOUSE.
 MJ1105'
 MJ1105'ALL LIGHTS COME INTO VIEW AT 60 FEET.
 MJ1105
 MJ1105                          STATION RECOVERY (1977)
 MJ1105
 MJ1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MJ1105'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 MJ1105'GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND MEASUREMENTS
 MJ1105'SHOW THE MARK TO BE UNDER A LARGE PILE OF SCRAPE IRON.  THE AZIMUTH
 MJ1105'MARK WAS NOT FOUND AND IT IS BELIEVED THIS MARK WAS DESTROYED BY
 MJ1105'ROAD CONSTRUCTION.  THE FARMER AT THE STATION SITE REQUESTED
 MJ1105'THAT REFERENCE MARK 1 BE REMOVED AS IT PROJECTED ABOVE THE GROUND AND
 MJ1105'WAS IN HIS WAY.  A NEW AZIMUTH MARK AND REFERENCE MARKS 3 AND 4
 MJ1105'WERE ESTABLISHED THIS DATE.  THE LINE OF SIGHT TO REFERENCE MARK 1
 MJ1105'WAS OBSTRUCTED BY A HAYSTACK THIS DATE.  PERMISSION WAS GRANTED
 MJ1105'THE FARMER TO REMOVE REFERENCE MARK 1 CONCRETE MONUMENT THIS
 MJ1105'DATE.  DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION
 MJ1105'FOLLOWS--
 MJ1105'
 MJ1105'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHWEST OF GREENFIELD AND
 MJ1105'ABOUT 5.0 MILES SOUTH OF FONTANELLE, NEAR THE MIDDLE OF THE WEST
 MJ1105'SIDE OF SECTION 10, T 74 N, R 32 W, IN A FARM YARD OF THE CLAYTON
 MJ1105'ESTATE AND FARMED BY MR. HENRY TANNER. GREENFIELD,IOWA.
 MJ1105'
 MJ1105'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE CITY PARK, IN
 MJ1105'THE CENTER OF FONTANELLE, GO EAST ON STATE HIGHWAY 92 FOR 1.8 MILES
 MJ1105'TO A GRAVELED CROSSROAD, TURN AND GO SOUTH ON THE GRAVELED ROAD FOR
 MJ1105'1.1 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO EAST ON A
 MJ1105'GRAVELED FOR 0.1 MILE TO A BRIDGE, CROSS BRIDGE AND CONTINUE EAST ON
 MJ1105'THE GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD ON THE RIGHT,
 MJ1105'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 4.0 MILE TO DRIVEWAY
 MJ1105'TO FARM ON THE LEFT AND THE STATION AS DESCRIBED IN THE FARM YARD.
 MJ1105'
 MJ1105'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED CLAYTON 1934,
 MJ1105'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 MJ1105'THE GROUND SURFACE.  IT IS 68 FEET SOUTHWEST OF A NORTH END GATE
 MJ1105'POST, 35 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A CORN CRIB AND
 MJ1105'32 FEET WEST OF THE WEST SIDE OF A HOG LOT FENCE.  THE
 MJ1105'UNDERGROUND DISK WAS NOT INSPECTED.
 MJ1105'
 MJ1105'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MJ1105'CLAYTON 1934 NO 3 1977 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 MJ1105'16 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF METAL SIDING GRAIN
 MJ1105'BUILDING, 2 FEET WEST OF THE NORTH END GATE POST AT ENTRANCE INTO
 MJ1105'A FIELD AND 1 FOOT WEST-SOUTHWEST OF A METAL WITNESS POST.
 MJ1105'
 MJ1105'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MJ1105'CLAYTON 1934 NO 4 1977 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 MJ1105'21 FEET WEST OF THE NORTHEAST CORNER OF A LARGE BARN AND 1 FOOT
 MJ1105'NORTH OF THE NORTH SIDE OF THE BARN.
 MJ1105'
 MJ1105'THE AZIMUTH MARK IS A STANDARD STAMPED CLAYTON 1934 1977, SET IN THE
 MJ1105'TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MJ1105'SURFACE.  IT IS 44 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 MJ1105'GRAVELED ROAD, 40 FEET NORTH OF THE CENTER OF A GRAVELED ROAD BEARING
 MJ1105'WEST, 11 FEET NORTHEAST OF A CORNER FENCE POST AND 1.5 FEET
 MJ1105'SOUTHWEST OF A METAL WITNESS POST IN A FENCELINE.  REBAR PLACED IN
 MJ1105'THE CONCRETE MONUMENT.
 MJ1105'
 MJ1105'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
 MJ1105'ROAD FOR 0.5 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 MJ1105'NORTHWEST ANGLE AS DESCRIBED.
 MJ1105'
 MJ1105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTHWEST
 MJ1105'OF GREENFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ1011 ***********************************************************************
 NJ1011  DESIGNATION -  CLAYTON 2 AZ MK
 NJ1011  PID         -  NJ1011
 NJ1011  STATE/COUNTY-  IA/CLAYTON
 NJ1011  USGS QUAD   -  CLAYTON (1978)
 NJ1011
 NJ1011                         *CURRENT SURVEY CONTROL
 NJ1011  ___________________________________________________________________
 NJ1011* NAD 83(1996)-  42 53 40.15788(N)    091 09 49.28204(W)     ADJUSTED  
 NJ1011* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 NJ1011  ___________________________________________________________________
 NJ1011  LAPLACE CORR-          -6.67  (seconds)                    DEFLEC99
 NJ1011  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NJ1011
 NJ1011  HORZ ORDER  -  THIRD
 NJ1011
 NJ1011.The horizontal coordinates were established by classical geodetic methods
 NJ1011.and adjusted by the National Geodetic Survey in May 1999..
 NJ1011
 NJ1011.The orthometric height was scaled from a topographic map.
 NJ1011
 NJ1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ1011
 NJ1011.The geoid height was determined by GEOID03.
 NJ1011
 NJ1011;                    North         East     Units Scale Factor Converg.
 NJ1011;SPC IA N     - 1,157,532.851 1,690,797.445   MT  0.99995319   +1 35 00.3
 NJ1011;UTM  15      - 4,750,733.661   649,932.426   MT  0.99987656   +1 15 00.4
 NJ1011
 NJ1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ1011!SPC IA N     -   0.99995416  x   0.99995319  =   0.99990735
 NJ1011!UTM  15      -   0.99995416  x   0.99987656  =   0.99983073
 NJ1011
 NJ1011                          SUPERSEDED SURVEY CONTROL
 NJ1011
 NJ1011  NAD 83(1996)-  42 53 40.15787(N)    091 09 49.28200(W) AD(       ) 3
 NJ1011  NAD 83(1996)-  42 53 40.15113(N)    091 09 49.27893(W) AD(       ) 3
 NJ1011
 NJ1011.Superseded values are not recommended for survey control.
 NJ1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ1011.See file dsdata.txt to determine how the superseded data were derived.
 NJ1011
 NJ1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4993250734(NAD 83)
 NJ1011_MARKER: DZ = AZIMUTH MARK DISK
 NJ1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ1011_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NJ1011_STAMPING: CLAYTON 2 1966
 NJ1011_MARK LOGO: CGS   
 NJ1011_PROJECTION: PROJECTING 10 CENTIMETERS
 NJ1011_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NJ1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ1011+STABILITY: SURFACE MOTION
 NJ1011
 NJ1011  HISTORY     - Date     Condition        Report By
 NJ1011  HISTORY     - 1966     MONUMENTED       CGS
 NJ1011  HISTORY     - 19800621 GOOD             NGS
 NJ1011
 NJ1011                          STATION DESCRIPTION
 NJ1011
 NJ1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 NJ1011'THE STATION IS ABOUT 4 MILES (6.4 KM) EAST OF GARNAVILLO, 1 MILE (1.6
 NJ1011'KM) WEST OF CLAYTON AND AT THE JUNCTION OF CLAYTON COUNTY ROADS C17
 NJ1011'AND X56.  TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 52 AND
 NJ1011'CLAYTON COUNTY ROAD C17 AT GARNAVILLO, GO EASTERLY ON ROAD C17 FOR 3.6
 NJ1011'MILES (5.8 KM) TO A CROSSROAD.  CONTINUE EASTERLY FOR 1.6 MILES (2.6
 NJ1011'KM) TO STATION CLAYTON 3, ON THE RIGHT, AT THE SOUTH END OF A CURVE IN
 NJ1011'THE ROAD FROM EAST TO SOUTH.  CONTINUE FOR 0.35 MILE (0.56 KM) TO A
 NJ1011'SIDE ROAD LEFT AND THE MARK ON THE LEFT.  THE MARK IS A STANDARD DISK,
 NJ1011'STAMPED,---CLAYTON 2 1966---, SET IN THE TOP OF A ROUND CONCRETE POST
 NJ1011'THAT PROJECTS 4 INCHES.  IT IS 86.0 FT (26.2 M) EAST OF THE
 NJ1011'NORTH/SOUTH ROAD, 57.5 FT (17.5 M) SOUTH OF THE EAST/WEST ROAD, 32.4
 NJ1011'FT (9.9 M) EAST-NORTHEAST OF A POWERLINE POLE AND 5 FT (1.5 M) SOUTH
 NJ1011'OF A FENCE.  REBAR WAS DRIVEN ALONGSIDE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ1010 ***********************************************************************
 NJ1010  DESIGNATION -  CLAYTON 3
 NJ1010  PID         -  NJ1010
 NJ1010  STATE/COUNTY-  IA/CLAYTON
 NJ1010  USGS QUAD   -  CLAYTON (1978)
 NJ1010
 NJ1010                         *CURRENT SURVEY CONTROL
 NJ1010  ___________________________________________________________________
 NJ1010* NAD 83(1996)-  42 54 00.53562(N)    091 09 55.01204(W)     ADJUSTED  
 NJ1010* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 NJ1010  ___________________________________________________________________
 NJ1010  LAPLACE CORR-          -6.80  (seconds)                    DEFLEC99
 NJ1010  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NJ1010
 NJ1010  HORZ ORDER  -  THIRD
 NJ1010
 NJ1010.The horizontal coordinates were established by classical geodetic methods
 NJ1010.and adjusted by the National Geodetic Survey in May 1999..
 NJ1010
 NJ1010.The orthometric height was scaled from a topographic map.
 NJ1010
 NJ1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ1010
 NJ1010.The geoid height was determined by GEOID03.
 NJ1010
 NJ1010;                    North         East     Units Scale Factor Converg.
 NJ1010;SPC IA N     - 1,158,157.818 1,690,650.130   MT  0.99995358   +1 34 56.4
 NJ1010;UTM  15      - 4,751,359.426   649,788.759   MT  0.99987603   +1 14 57.0
 NJ1010
 NJ1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ1010!SPC IA N     -   0.99995374  x   0.99995358  =   0.99990732
 NJ1010!UTM  15      -   0.99995374  x   0.99987603  =   0.99982978
 NJ1010
 NJ1010|---------------------------------------------------------------------|
 NJ1010| PID    Reference Object                     Distance      Geod. Az  |
 NJ1010|                                                           dddmmss.s |
 NJ1010| NJ0708 CLAYTON 2                            12.797 METERS 15820     |
 NJ1010| NJ1011 CLAYTON 2 AZ MK                     APPROX. 0.6 KM 1681907.8 |
 NJ1010| AI2591 CLAYTON 3 RM 6                       10.973 METERS 17252     |
 NJ1010| NJ0697 GARNAVILLO MUNICIPAL TANK           APPROX. 6.7 KM 2382645.3 |
 NJ1010| AI2590 CLAYTON 3 RM 5                        9.829 METERS 35128     |
 NJ1010|---------------------------------------------------------------------|
 NJ1010
 NJ1010                          SUPERSEDED SURVEY CONTROL
 NJ1010
 NJ1010  NAD 83(1996)-  42 54 00.53560(N)    091 09 55.01200(W) AD(       ) 3
 NJ1010  NAD 83(1996)-  42 54 00.52864(N)    091 09 55.00898(W) AD(       ) 3
 NJ1010
 NJ1010.Superseded values are not recommended for survey control.
 NJ1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ1010.See file dsdata.txt to determine how the superseded data were derived.
 NJ1010
 NJ1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4978951359(NAD 83)
 NJ1010_MARKER: DH = HORIZONTAL CONTROL DISK
 NJ1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ1010_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NJ1010_STAMPING: CLAYTON 3 1980
 NJ1010_MARK LOGO: NGS   
 NJ1010_PROJECTION: PROJECTING 7 CENTIMETERS
 NJ1010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NJ1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ1010+STABILITY: SURFACE MOTION
 NJ1010
 NJ1010  HISTORY     - Date     Condition        Report By
 NJ1010  HISTORY     - 1980     MONUMENTED       NGS
 NJ1010
 NJ1010                          STATION DESCRIPTION
 NJ1010
 NJ1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 NJ1010'THE STATION IS ABOUT 4-1/4 MILES EAST-NORTHEAST OF GARNAVILLO, 1 MILE
 NJ1010'(1.6 KM) WEST OF CLAYTON, ON THE WEST RIGHT-OF-WAY OF CLAYTON COUNTY
 NJ1010'ROAD C17 AND NEAR THE CENTER OF SEC2, T93N, R3W, ADJACENT TO THE
 NJ1010'PROPERTY OF BURNELL KUEHL.
 NJ1010'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 52 AND CLAYTON
 NJ1010'COUNTY ROAD C17, MAIN AND VAN BUREN STREETS, IN GARNAVILLO, GO
 NJ1010'EASTERLY ON ROAD C17 FOR 3.6 MILES (5.8 KM) TO A CROSSROAD.  CONTINUE
 NJ1010'EASTERLY ON ROAD C17 FOR 1.6 MILES (2.6 KM) TO THE STATION ON THE
 NJ1010'RIGHT, JUST EAST OF FARM BUILDING AND AT THE SOUTH END OF A CURVE IN
 NJ1010'THE ROAD FROM EAST TO SOUTH.  TO REACH THE AZIMUTH MARK FROM THE
 NJ1010'STATION, CONTINUE SOUTH ON THE ROAD FOR 0.35 MILE (0.56 KM) TO A SIDE
 NJ1010'ROAD LEFT, AT THE JUNCTION OF CLAYTON COUNTY ROAD X56, AND THE MARK IN
 NJ1010'THE SOUTHEAST ANGLE OF THE JUNCTION.
 NJ1010'STATION MARKS ARE STANDARD DISKS STAMPED---CLAYTON 3 1980---.  THE
 NJ1010'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT POST THAT
 NJ1010'PROJECTS 3 INCHES.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 NJ1010'OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE. THE MARKS ARE 59.0 FT
 NJ1010'(18.0 M) WEST OF THE CENTERLINE OF ROAD C17, 42.0 FT (12.8 M)
 NJ1010'NORTHEAST OF A BRACE POLE FO A JUNCTION POWERLINE POLE, 39.0 FT (11.9
 NJ1010'M) NORTH OF THE JUNCTION POWERLINE POLE, 2.3 FT (0.7 M)
 NJ1010'SOUTH-SOUTHEAST OF A WITNESS POST AND 1 FOOT (0.3 M) EAST OF A FENCE.
 NJ1010'REBAR WAS PLACED IN EACH MARK.  REFERENCE MARK 5 IS A STANDARD DISK,
 NJ1010'STAMPED---CLAYTON 3 NO 5 1980---, SET INTO THE TOP OF A ROUND CONCRETE
 NJ1010'POST THAT PROJECTS 4 INCHES.  IT IS 71.4 FT (21.8 M) NORTH OF THE
 NJ1010'JUNCTION POWERLINE POLE, 59.0 FT (18.0 M) WEST OF THE CENTERLINE OF
 NJ1010'THE ROAD, 1.4 FT (0.4 M) SOUTH OF A WITNESS POST, 1 FOOT (0.3 M) EAST
 NJ1010'OF THE FENCE AND IS ABOUT 1 FOOT (0.3 M) HIGHER THAN THE STATION.
 NJ1010'REBAR WAS PLACED IN THE MARK.  REFERENCE MARK 6 IS A STANDARD DISK,
 NJ1010'STAMPED---CLAYTON 3 NO 6 1980---, SET INTO THE TOP OF A ROUND CONCRETE
 NJ1010'POST THAT PROJECTS 5 INCHES.  IT IS 59.0 FT (18.0 M) WEST OF THE
 NJ1010'CENTERLINE OF THE ROAD, 3.0 FT (0.9 M) NORTH-NORTHWEST OF THE JUNCTION
 NJ1010'POWERLINE POLE, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A WITNESS POST, 1.5
 NJ1010'FT (0.5 M) EAST OF A FENCE AND IS ABOUT 1-1/2 FT LOWER THAN THE
 NJ1010'STATION.  REBAR WAS PLACED IN THE MARK.  THE AZIMUTH MARK IS A
 NJ1010'STANDARD DISK, STAMPED---CLAYTON 2 1966---, SET INTO THE TOP OF A
 NJ1010'ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 86.0 FT (26.2 M)
 NJ1010'EAST OF THE CENTERLINE OF CLAYTON COUNTY ROAD 56, 57.5 FT (17.5 M)
 NJ1010'SOUTH OF THE CENTERLINE OF ROAD C17, 32.4 FT (9.9 M) EAST-NORTHEAST OF
 NJ1010'A POWERLINE POLE AND 5.0 FT (1.5 M) SOUTH OF A FENCE.  REBAR WAS
 NJ1010'DRIVEN ALONG THE MARK.  THE REFERENCE MARKS WERE SET NEAR 180 DEGREEES
 NJ1010'DUE TO FARMING OPERATIONS AND ROAD CONSTRUCTION AND THE DISTANCE
 NJ1010'BETWEEN THEM WAS NOT MEASURED.  A TRAVERSE CONNECTION, USING
 NJ1010'STANDARDIZED TAPES, WAS MADE FROM STATION CLAYTON 2, WHICH IS NOW
 NJ1010'DESTROYED.  ELECTRONIC DISTANCE MEASUREMENTS WERE MADE TO CLAYTON 2
 NJ1010'AZIMUTH MARK FROM BOTH STATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1174 ***********************************************************************
 OO1174  DESIGNATION -  CLEAR LAKE FARMERS COOP FLAG
 OO1174  PID         -  OO1174
 OO1174  STATE/COUNTY-  IA/CERRO GORDO
 OO1174  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO1174
 OO1174                         *CURRENT SURVEY CONTROL
 OO1174  ___________________________________________________________________
 OO1174* NAD 83(1996)-  43 08 12.89606(N)    093 22 46.56039(W)     ADJUSTED  
 OO1174* NAVD 88     -                                                        
 OO1174  ___________________________________________________________________
 OO1174  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 OO1174  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 OO1174
 OO1174  HORZ ORDER  -  THIRD
 OO1174
 OO1174.The horizontal coordinates were established by classical geodetic methods
 OO1174.and adjusted by the National Geodetic Survey in May 1999..
 OO1174
 OO1174
 OO1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1174
 OO1174.The geoid height was determined by GEOID03.
 OO1174
 OO1174;                    North         East     Units Scale Factor Converg.
 OO1174;SPC IA N     - 1,181,834.255 1,509,795.487   MT  0.99997887   +0 04 53.8
 OO1174;UTM  15      - 4,776,089.145   469,128.194   MT  0.99961172   -0 15 34.4
 OO1174
 OO1174                          SUPERSEDED SURVEY CONTROL
 OO1174
 OO1174  NAD 83(1996)-  43 08 12.89604(N)    093 22 46.56036(W) AD(       ) 4
 OO1174  NAD 83(1986)-  43 08 12.88898(N)    093 22 46.55240(W) AD(       ) 4
 OO1174  NAD 27      -  43 08 13.03800(N)    093 22 45.81200(W) AD(       ) 3
 OO1174
 OO1174.Superseded values are not recommended for survey control.
 OO1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1174.See file dsdata.txt to determine how the superseded data were derived.
 OO1174
 OO1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH6912876089(NAD 83)
 OO1174_MARKER: 62 = FLAGPOLE
 OO1174
 OO1174  HISTORY     - Date     Condition        Report By
 OO1174  HISTORY     - 1926     FIRST OBSERVED   CGS
 OO1174  HISTORY     - 1962     GOOD             CGS
 OO1174
 OO1174                          STATION DESCRIPTION
 OO1174
 OO1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JVT)
 OO1174'THE STATION IS LOCATED IN CLEAR LAKE, 240 FEET SOUTHWEST
 OO1174'OF THE INTERSECTION OF NORTH EIGHTH STREET AND MAIN AVENUE,
 OO1174'120 FEET SOUTHEAST OF THE INTERSECTION OF NORTH FIFTH STREET
 OO1174'AND MAIN AVENUE, AND 75 FEET SOUTH OF THE FREIGHT DEPOT.
 OO1174'
 OO1174'THE STATION IS THE TOP AND CENTER OF A FLAGPOLE LOCATED NEAR
 OO1174'THE NORTH EDGE OF AN ELEVATED RECTANGULAR (WITH ROUNDED ENDS)
 OO1174'EXTENSION ON THE TOP OF THE ROUND ELEVATOR.  THIS ENTIRE
 OO1174'STRUCTURE IS OF BRICK CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1175 ***********************************************************************
 OO1175  DESIGNATION -  CLEAR LAKE N MUN TANK
 OO1175  PID         -  OO1175
 OO1175  STATE/COUNTY-  IA/CERRO GORDO
 OO1175  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO1175
 OO1175                         *CURRENT SURVEY CONTROL
 OO1175  ___________________________________________________________________
 OO1175* NAD 83(1996)-  43 08 05.47099(N)    093 22 58.48779(W)     ADJUSTED  
 OO1175* NAVD 88     -       409.     (meters)    1342.     (feet)  VERTCON   
 OO1175  ___________________________________________________________________
 OO1175  LAPLACE CORR-           6.32  (seconds)                    DEFLEC99
 OO1175  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 OO1175
 OO1175  HORZ ORDER  -  THIRD
 OO1175
 OO1175.The horizontal coordinates were established by classical geodetic methods
 OO1175.and adjusted by the National Geodetic Survey in May 1999..
 OO1175
 OO1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1175
 OO1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1175
 OO1175.The geoid height was determined by GEOID03.
 OO1175
 OO1175;                    North         East     Units Scale Factor Converg.
 OO1175;SPC IA N     - 1,181,604.745 1,509,526.252   MT  0.99997858   +0 04 45.7
 OO1175;UTM  15      - 4,775,861.326   468,857.696   MT  0.99961193   -0 15 42.5
 OO1175
 OO1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1175!SPC IA N     -   0.99994032  x   0.99997858  =   0.99991890
 OO1175!UTM  15      -   0.99994032  x   0.99961193  =   0.99955227
 OO1175
 OO1175                          SUPERSEDED SURVEY CONTROL
 OO1175
 OO1175  NAD 83(1996)-  43 08 05.47099(N)    093 22 58.48775(W) AD(       ) 4
 OO1175  NAD 83(1986)-  43 08 05.46331(N)    093 22 58.47983(W) AD(       ) 4
 OO1175  NAD 27      -  43 08 05.60980(N)    093 22 57.74247(W) AD(       ) 3
 OO1175  NGVD 29 (07/19/86)  409.     (m)         1342.     (f) VERT ANG       
 OO1175
 OO1175.Superseded values are not recommended for survey control.
 OO1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1175.See file dsdata.txt to determine how the superseded data were derived.
 OO1175
 OO1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH6885875861(NAD 83)
 OO1175_MARKER: 53 = ELEVATED TANK
 OO1175
 OO1175  HISTORY     - Date     Condition        Report By
 OO1175  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1175  HISTORY     - 1978     GOOD             NGS
 OO1175
 OO1175                          STATION DESCRIPTION
 OO1175
 OO1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1175'THE CLEAR LAKE NORTH MUNICIPAL WATER TANK IS LOCATED INSIDE
 OO1175'OF THE CITY LIMITS, 200 FEET EAST OF THE EAST RIM OF THE LAKE,
 OO1175'AT THE MUNICIPAL WATER TREATMENT PLANT, IN THE NORTHWEST
 OO1175'ANGLE OF THE INTERSECTION OF 1ST AVENUE SOUTH AND SOUTH SHORE
 OO1175'DRIVE.
 OO1175'
 OO1175'THE TANK IS PAINTED SILVER, WITH A RED TOP, 110 FEET HIGH,
 OO1175'WITH 10 CHANNEL-LACED STEEL LEGS, ELLIPSOIDAL TOP AND BOTTOM,
 OO1175'THE LEGEND CLEAR LAKE ON THE NORTHWEST AND SOUTHEAST SIDES,
 OO1175'A CAP AT THE APEX WITH A RED LIGHT MOUNTED ON THE CAP.
 OO1175'
 OO1175'THE POINT INTERSECTED WAS THE LIGHT.
 OO1175
 OO1175                          STATION RECOVERY (1978)
 OO1175
 OO1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 OO1175'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO1175'
 OO1175'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OO1175'LOCATED INSIDE OF THE CITY LIMITS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1176 ***********************************************************************
 OO1176  DESIGNATION -  CLEAR LAKE NW MUN TANK
 OO1176  PID         -  OO1176
 OO1176  STATE/COUNTY-  IA/CERRO GORDO
 OO1176  USGS QUAD   -  CLEAR LAKE WEST (1972)
 OO1176
 OO1176                         *CURRENT SURVEY CONTROL
 OO1176  ___________________________________________________________________
 OO1176* NAD 83(1996)-  43 08 30.14117(N)    093 24 47.11369(W)     ADJUSTED  
 OO1176* NAVD 88     -       416.     (meters)    1365.     (feet)  VERTCON   
 OO1176  ___________________________________________________________________
 OO1176  LAPLACE CORR-           8.11  (seconds)                    DEFLEC99
 OO1176  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 OO1176
 OO1176  HORZ ORDER  -  THIRD
 OO1176
 OO1176.The horizontal coordinates were established by classical geodetic methods
 OO1176.and adjusted by the National Geodetic Survey in May 1999..
 OO1176
 OO1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1176
 OO1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1176
 OO1176.The geoid height was determined by GEOID03.
 OO1176
 OO1176;                    North         East     Units Scale Factor Converg.
 OO1176;SPC IA N     - 1,182,363.085 1,507,070.505   MT  0.99997956   +0 03 32.1
 OO1176;UTM  15      - 4,776,633.996   466,407.408   MT  0.99961388   -0 16 56.9
 OO1176
 OO1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1176!SPC IA N     -   0.99993923  x   0.99997956  =   0.99991880
 OO1176!UTM  15      -   0.99993923  x   0.99961388  =   0.99955314
 OO1176
 OO1176                          SUPERSEDED SURVEY CONTROL
 OO1176
 OO1176  NAD 83(1996)-  43 08 30.14117(N)    093 24 47.11366(W) AD(       ) 4
 OO1176  NAD 83(1986)-  43 08 30.13336(N)    093 24 47.10615(W) AD(       ) 4
 OO1176  NAD 27      -  43 08 30.28070(N)    093 24 46.37168(W) AD(       ) 3
 OO1176  NGVD 29 (07/19/86)  416.     (m)         1365.     (f) VERT ANG       
 OO1176
 OO1176.Superseded values are not recommended for survey control.
 OO1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1176.See file dsdata.txt to determine how the superseded data were derived.
 OO1176
 OO1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH6640776634(NAD 83)
 OO1176_MARKER: 53 = ELEVATED TANK
 OO1176
 OO1176  HISTORY     - Date     Condition        Report By
 OO1176  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1176  HISTORY     - 1978     GOOD             NGS
 OO1176
 OO1176                          STATION DESCRIPTION
 OO1176
 OO1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1176'THE CLEAR LAKE NORTHWEST MUNICIPAL WATER TANK IS LOCATED
 OO1176'2 MILES WEST-NORTHWEST OF DOWNTOWN CLEAR LAKE, 0.5 MILE NORTH
 OO1176'OF THE NORTH RIM OF THE LAKE, ON A CUTBANK, ABOUT 125 FEET
 OO1176'NORTH OF U.S. HIGHWAY 18.
 OO1176'
 OO1176'TO REACH THE TANK FROM THE JUNCTION OF HIGHWAY 18 AND STATE
 OO1176'HIGHWAY 107, AT THE NORTH EDGE OF CLEAR LAKE, GO WEST ON
 OO1176'HIGHWAY 18 FOR 1.8 MILES TO THE TANK ON THE RIGHT.
 OO1176'
 OO1176'THE TANK IS PAINTED SILVER, WITH A RED TOP, 90 FEET HIGH,
 OO1176'WITH 6 TUBULAR LEGS, ELLIPSOIDAL TOP AND BOTTOM, THE LEGEND
 OO1176'CLEAR LAKE ON THE EAST AND WEST SIDES, A CAP AT THE APEX
 OO1176'WITH A DOUBLE RED LIGHT MOUNTED ON THE CAP.
 OO1176'
 OO1176'THE POINT INTERSECTED WAS THE LIGHTS.
 OO1176
 OO1176                          STATION RECOVERY (1978)
 OO1176
 OO1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 OO1176'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO1176'
 OO1176'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OO1176'2 MILES WEST-NORTHWEST OF DOWNTOWN CLEAR LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1170 ***********************************************************************
 OO1170  DESIGNATION -  CLEAR LAKE S MUN TANK
 OO1170  PID         -  OO1170
 OO1170  STATE/COUNTY-  IA/CERRO GORDO
 OO1170  USGS QUAD   -  VENTURA HEIGHTS (1972)
 OO1170
 OO1170                         *CURRENT SURVEY CONTROL
 OO1170  ___________________________________________________________________
 OO1170* NAD 83(1996)-  43 06 52.17511(N)    093 23 23.39481(W)     ADJUSTED  
 OO1170* NAVD 88     -       408.     (meters)    1339.     (feet)  VERTCON   
 OO1170  ___________________________________________________________________
 OO1170  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 OO1170  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 OO1170
 OO1170  HORZ ORDER  -  THIRD
 OO1170
 OO1170.The horizontal coordinates were established by classical geodetic methods
 OO1170.and adjusted by the National Geodetic Survey in May 1999..
 OO1170
 OO1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1170
 OO1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1170
 OO1170.The geoid height was determined by GEOID03.
 OO1170
 OO1170;                    North         East     Units Scale Factor Converg.
 OO1170;SPC IA N     - 1,179,342.148 1,508,966.297   MT  0.99997574   +0 04 28.8
 OO1170;UTM  15      - 4,773,602.928   468,284.489   MT  0.99961237   -0 15 59.2
 OO1170
 OO1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1170!SPC IA N     -   0.99994047  x   0.99997574  =   0.99991621
 OO1170!UTM  15      -   0.99994047  x   0.99961237  =   0.99955286
 OO1170
 OO1170                          SUPERSEDED SURVEY CONTROL
 OO1170
 OO1170  NAD 83(1996)-  43 06 52.17511(N)    093 23 23.39479(W) AD(       ) 4
 OO1170  NAD 83(1986)-  43 06 52.16732(N)    093 23 23.38655(W) AD(       ) 4
 OO1170  NAD 27      -  43 06 52.31227(N)    093 23 22.65103(W) AD(       ) 3
 OO1170  NGVD 29 (07/19/86)  408.     (m)         1339.     (f) VERT ANG       
 OO1170
 OO1170.Superseded values are not recommended for survey control.
 OO1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1170.See file dsdata.txt to determine how the superseded data were derived.
 OO1170
 OO1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH6828473603(NAD 83)
 OO1170_MARKER: 53 = ELEVATED TANK
 OO1170
 OO1170  HISTORY     - Date     Condition        Report By
 OO1170  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1170  HISTORY     - 1978     GOOD             NGS
 OO1170
 OO1170                          STATION DESCRIPTION
 OO1170
 OO1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1170'THE CLEAR LAKE SOUTH MUNICIPAL WATER TANK IS LOCATED IN THE
 OO1170'EXTREME SOUTHWEST SECTION OF TOWN, ACROSS THE STREET FROM
 OO1170'THE SOUTH EDGE OF THE PINE TREE CITY PARK, ABOUT 300 FEET
 OO1170'WEST OF THE INTERSECTION OF SOUTH SHORE DRIVE AND 25TH AVENUE
 OO1170'SOUTH.
 OO1170'
 OO1170'THE TANK IS PAINTED SILVER, WITH A RED TOP, 90 FEET HIGH,
 OO1170'WITH 6 TUBULAR STEEL LEGS, ELLIPSOIDAL TOP AND BOTTOM, THE
 OO1170'LEGEND CLEAR LAKE ON THE NORTH AND SOUTH SIDES, A CAP AT
 OO1170'THE APEX WITH A RED LIGHT MOUNTED ON THE CAP.
 OO1170'
 OO1170'THE POINT INTERSECTED WAS THE LIGHT.
 OO1170
 OO1170                          STATION RECOVERY (1978)
 OO1170
 OO1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 OO1170'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO1170'
 OO1170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OO1170'LOCATED IN THE EXTREME SOUTHWEST SECTION OF CLEAR WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0678 ***********************************************************************
 NL0678  DESIGNATION -  CLEGHORN MUNICIPAL TANK
 NL0678  PID         -  NL0678
 NL0678  STATE/COUNTY-  IA/CHEROKEE
 NL0678  USGS QUAD   -  CLEGHORN (1969)
 NL0678
 NL0678                         *CURRENT SURVEY CONTROL
 NL0678  ___________________________________________________________________
 NL0678* NAD 83(1996)-  42 48 43.13265(N)    095 42 48.43183(W)     ADJUSTED  
 NL0678* NAVD 88     -                                                        
 NL0678  ___________________________________________________________________
 NL0678  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 NL0678  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 NL0678
 NL0678  HORZ ORDER  -  THIRD
 NL0678
 NL0678.The horizontal coordinates were established by classical geodetic methods
 NL0678.and adjusted by the National Geodetic Survey in May 1999..
 NL0678
 NL0678
 NL0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0678
 NL0678.The geoid height was determined by GEOID03.
 NL0678
 NL0678;                    North         East     Units Scale Factor Converg.
 NL0678;SPC IA N     - 1,148,100.761 1,318,993.532   MT  0.99994853   -1 30 00.6
 NL0678;UTM  15      - 4,743,507.447   278,151.266   MT  1.00020553   -1 50 41.3
 NL0678
 NL0678                          SUPERSEDED SURVEY CONTROL
 NL0678
 NL0678  NAD 83(1996)-  42 48 43.13268(N)    095 42 48.43180(W) AD(       ) 4
 NL0678  NAD 83(1996)-  42 48 43.13145(N)    095 42 48.43004(W) AD(       ) 4
 NL0678  NAD 83(1986)-  42 48 43.13200(N)    095 42 48.42762(W) AD(       ) 4
 NL0678  NAD 27      -  42 48 43.18400(N)    095 42 47.38900(W) AD(       ) 3
 NL0678
 NL0678.Superseded values are not recommended for survey control.
 NL0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0678.See file dsdata.txt to determine how the superseded data were derived.
 NL0678
 NL0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH7815143507(NAD 83)
 NL0678_MARKER: 53 = ELEVATED TANK
 NL0678
 NL0678  HISTORY     - Date     Condition        Report By
 NL0678  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0678
 NL0678                          STATION DESCRIPTION
 NL0678
 NL0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0678'CLEGHORN MUNICIPAL TANK IS NEAR THE SOUTHWEST CORNER FORMED BY
 NL0678'THE INTERSECTION OF FRONT STREET AND LEWIS AVENUE, 150 FEET WEST
 NL0678'OF LEWIS AVE. AND ABOUT 65 FEET SOUTH OF FRONT STREET, IN THE
 NL0678'CITY OF CLEGHORN.
 NL0678'
 NL0678'TANK AND TOWER ARE OF STEEL CONSTRUCTION SUPPORTED BY FOUR LEGS,
 NL0678'IS PAINTED ALUMINUM WITH CLEGHORN IN BLACK LETTERS ON THE SIDE.
 NL0678'THE STRUCTURE IS 100 FEET HIGH AND HAS A ROUND BALL CENTERED
 NL0678'AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0622 ***********************************************************************
 OQ0622  DESIGNATION -  CLEVELAND
 OQ0622  PID         -  OQ0622
 OQ0622  STATE/COUNTY-  IA/LYON
 OQ0622  USGS QUAD   -  LESTER (1971)
 OQ0622
 OQ0622                         *CURRENT SURVEY CONTROL
 OQ0622  ___________________________________________________________________
 OQ0622* NAD 83(1996)-  43 24 13.27038(N)    096 15 51.29774(W)     ADJUSTED  
 OQ0622* NAVD 88     -       447.     (meters)    1467.     (feet)  SCALED    
 OQ0622  ___________________________________________________________________
 OQ0622  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 OQ0622  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OQ0622
 OQ0622  HORZ ORDER  -  SECOND
 OQ0622
 OQ0622.The horizontal coordinates were established by classical geodetic methods
 OQ0622.and adjusted by the National Geodetic Survey in May 1999..
 OQ0622
 OQ0622.The orthometric height was scaled from a topographic map.
 OQ0622
 OQ0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0622
 OQ0622.The geoid height was determined by GEOID03.
 OQ0622
 OQ0622;                    North         East     Units Scale Factor Converg.
 OQ0622;SPC IA N     - 1,215,125.625 1,276,115.291   MT  1.00002792   -1 52 24.4
 OQ0622;SPC MN S     -   147,396.585   616,588.614   MT  1.00010384   -1 35 13.5
 OQ0622;UTM  14      - 4,809,280.524   721,525.988   MT  1.00020369   +1 52 50.1
 OQ0622
 OQ0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0622!SPC IA N     -   0.99993403  x   1.00002792  =   0.99996195
 OQ0622!SPC MN S     -   0.99993403  x   1.00010384  =   1.00003787
 OQ0622!UTM  14      -   0.99993403  x   1.00020369  =   1.00013771
 OQ0622
 OQ0622|---------------------------------------------------------------------|
 OQ0622| PID    Reference Object                     Distance      Geod. Az  |
 OQ0622|                                                           dddmmss.s |
 OQ0622| CO2893 CLEVELAND RM 1                       40.779 METERS 03042     |
 OQ0622| CO2894 CLEVELAND RM 2                       30.635 METERS 13647     |
 OQ0622| CO2892 CLEVELAND AZ MK                                    2775520.9 |
 OQ0622|---------------------------------------------------------------------|
 OQ0622
 OQ0622                          SUPERSEDED SURVEY CONTROL
 OQ0622
 OQ0622  NAD 83(1996)-  43 24 13.27038(N)    096 15 51.29774(W) AD(       ) 2
 OQ0622  NAD 83(1996)-  43 24 13.26911(N)    096 15 51.29619(W) AD(       ) 2
 OQ0622  NAD 83(1996)-  43 24 13.26979(N)    096 15 51.29236(W) AD(       ) 2
 OQ0622  NAD 83(1986)-  43 24 13.27084(N)    096 15 51.28450(W) AD(       ) 2
 OQ0622  NAD 27      -  43 24 13.36400(N)    096 15 50.18300(W) AD(       ) 2
 OQ0622
 OQ0622.Superseded values are not recommended for survey control.
 OQ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0622.See file dsdata.txt to determine how the superseded data were derived.
 OQ0622
 OQ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2152609281(NAD 83)
 OQ0622_MARKER: DS = TRIANGULATION STATION DISK
 OQ0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0622
 OQ0622  HISTORY     - Date     Condition        Report By
 OQ0622  HISTORY     - 1949     MONUMENTED       CGS
 OQ0622
 OQ0622                          STATION DESCRIPTION
 OQ0622
 OQ0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0622'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTHWEST OF ROCK RAPIDS,
 OQ0622'4.0 MILES SOUTHEAST OF LESTER, IN A FARM YARD.  IT IS 100 FEET
 OQ0622'NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AND 88 FEET EAST
 OQ0622'OF THE NORTHEAST CORNER OF THE HOUSE.  THE MARK IS FLUSH WITH
 OQ0622'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CLEVELAND 1949.
 OQ0622'
 OQ0622'REFERENCE MARK NO. 1 IS 53 FEET SOUTH OF THE NORTHEAST CORNER
 OQ0622'OF THE GARDEN FENCE, 40 FEET SOUTH OF A MAPLE TREE AND 1 FOOT WEST
 OQ0622'OF THE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 OQ0622'STAMPED CLEVELAND NO 1 1949.
 OQ0622'
 OQ0622'REFERENCE MARK NO. 2 IS 5 FEET WEST OF A NORTH AND SOUTH FENCE
 OQ0622'AND 2 FEET SOUTHWEST OF A WITNESS POST.  THE MARK IS FLUSH WITH
 OQ0622'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CLEVELAND NO
 OQ0622'2 1949.
 OQ0622'
 OQ0622'AZIMUTH MARK IS ABOUT 0.3 MILE WEST-NORTHWEST OF THE STATION,
 OQ0622'32 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET EAST OF A
 OQ0622'WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS
 OQ0622'4 INCHES AND THE DISK IS STAMPED CLEVELAND 1949.
 OQ0622'
 OQ0622'TO REACH FROM THE Y JUNCTION OF U.S. HIGHWAY 75 AND STATE HIGHWAY
 OQ0622'9 ABOUT 1.0 MILE WEST OF ROCK RAPIDS, GO WEST ON HIGHWAY 9 FOR
 OQ0622'4.2 MILES TO CROSSROADS, TURN LEFT (SOUTH) 2.0 MILES TO CROSSROADS,
 OQ0622'TURN LEFT (EAST) FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT,
 OQ0622'CONTINUE EAST FOR 0.25 MILE TO A FARM HOME ON THE RIGHT AND THE
 OQ0622'STATION JUST EAST OF THE HOUSE.
 OQ0622'
 OQ0622'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0517 ***********************************************************************
 LE0517  DESIGNATION -  CLIO
 LE0517  PID         -  LE0517
 LE0517  STATE/COUNTY-  IA/WAYNE
 LE0517  USGS QUAD   -  CLEOPATRA (1964)
 LE0517
 LE0517                         *CURRENT SURVEY CONTROL
 LE0517  ___________________________________________________________________
 LE0517* NAD 83(1996)-  40 36 31.98386(N)    093 27 42.73943(W)     ADJUSTED  
 LE0517* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 LE0517  ___________________________________________________________________
 LE0517  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 LE0517  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LE0517
 LE0517  HORZ ORDER  -  FIRST
 LE0517
 LE0517.The horizontal coordinates were established by classical geodetic methods
 LE0517.and adjusted by the National Geodetic Survey in May 1999..
 LE0517
 LE0517.The orthometric height was scaled from a topographic map.
 LE0517
 LE0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0517
 LE0517.The geoid height was determined by GEOID03.
 LE0517
 LE0517;                    North         East     Units Scale Factor Converg.
 LE0517;SPC IA S     -    67,616.559   503,226.793   MT  1.00000138   +0 01 30.4
 LE0517;SPC MO C     -   530,499.502   418,601.065   MT  1.00001486   -0 37 34.0
 LE0517;UTM  15      - 4,495,443.506   460,927.079   MT  0.99961879   -0 18 02.3
 LE0517
 LE0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0517!SPC IA S     -   0.99995162  x   1.00000138  =   0.99995300
 LE0517!SPC MO C     -   0.99995162  x   1.00001486  =   0.99996648
 LE0517!UTM  15      -   0.99995162  x   0.99961879  =   0.99957043
 LE0517
 LE0517:                Primary Azimuth Mark                     Grid Az
 LE0517:SPC IA S     -  CLIO RM 1 AZIMUTH                        010 17 08.8
 LE0517:SPC MO C     -  CLIO RM 1 AZIMUTH                        010 56 13.2
 LE0517:UTM  15      -  CLIO RM 1 AZIMUTH                        010 36 41.5
 LE0517
 LE0517|---------------------------------------------------------------------|
 LE0517| PID    Reference Object                     Distance      Geod. Az  |
 LE0517|                                                           dddmmss.s |
 LE0517| CK7066 CLIO RM 1 AZIMUTH                                  0101839.2 |
 LE0517| LE0527 CORYDON CITY WATER TANK             APPROX.20.5 KM 0355032.5 |
 LE0517| LE0514 ALLERTON ROCK IS RR COAL ELEV       APPROX.13.9 KM 0370448.4 |
 LE0517| LE0512 SEWAL RR COAL ELEV HIGHEST PT       APPROX.18.1 KM 0762658.7 |
 LE0517| CL9409 T67N R23W SECS 11 12 13 14           61.750 METERS 08538     |
 LE0517| CK7067 CLIO RM 2                            54.010 METERS 09217     |
 LE0517| LE0535 AIRPLANE BEACON 2                   APPROX.37.4 KM 1153443.0 |
 LE0517| LE0539 AIRPLANE BEACON 3                   APPROX.31.2 KM 1423832.0 |
 LE0517| LE0519 FAIRVIEW CHURCH SPIRE               APPROX. 5.0 KM 1601439.2 |
 LE0517| LE0552 AIRPLANE BEACON 4                   APPROX.32.4 KM 1732043.8 |
 LE0517| LE0518 CLIO 2 RESET                          4.243 METERS 19019     |
 LE0517| LE0589 LEON WATER TANK                     APPROX.28.2 KM 3011000.8 |
 LE0517|---------------------------------------------------------------------|
 LE0517
 LE0517                          SUPERSEDED SURVEY CONTROL
 LE0517
 LE0517  NAD 83(1986)-  40 36 31.98020(N)    093 27 42.74567(W) AD(       ) 1
 LE0517  NAD 27      -  40 36 31.95000(N)    093 27 41.96350(W) AD(       ) 1
 LE0517
 LE0517.Superseded values are not recommended for survey control.
 LE0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0517.See file dsdata.txt to determine how the superseded data were derived.
 LE0517
 LE0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE6092795444(NAD 83)
 LE0517_MARKER: DS = TRIANGULATION STATION DISK
 LE0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0517
 LE0517  HISTORY     - Date     Condition        Report By
 LE0517  HISTORY     - 1928     MONUMENTED       CGS
 LE0517  HISTORY     - 1934     GOOD             CGS
 LE0517  HISTORY     - 1954     GOOD             CGS
 LE0517
 LE0517                          STATION DESCRIPTION
 LE0517
 LE0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 LE0517'ABOUT 2 MILE NORTH OF IOWA-MISSOURI STATE LINE, ABOUT ONE-HALF
 LE0517'MILE WEST AND 1-3/4 MILES SOUTH OF TOWN OF CLIO, IN NORTHEAST
 LE0517'CORNER OF SEC. 14, T. 67 N., R. 23 W., ON LAND OWNED BY V. K.
 LE0517'STANLEY, OF HUMESTON, AND FARMED BY JOE CLAY, WHO LIVES ON THE
 LE0517'FARM ABOUT ONE-HALF MILE WEST.  STATION IS ON FENCE LINE, 61.75
 LE0517'METERS (202.6 FEET) WEST-SOUTHWEST OF SECTION CORNERSTONE, 5.7
 LE0517'METERS (19 FEET) SOUTH OF CENTER LINE OF SECTION-LINE ROAD, AND
 LE0517'95.05 METERS (511.8 FEET) SOUTHWEST OF SOUTHWEST CORNER OF
 LE0517'FARMHOUSE OWNED BY FARMERS FUND OF IOWA.  SURFACE AND
 LE0517'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 LE0517'UPPER MARK PROJECTS 3 INCHES.  LOWER MARK
 LE0517'IS 5 FEET BELOW SURFACE.  REFERENCE MARKS ARE STANDARD REFERENCE
 LE0517'DISKS IN CONCRETE, NO. 1 IS IN FENCE LINE, 4.9 METERS
 LE0517'(16 FEET) WEST OF CENTER LINE OF SECTION-LINE ROAD, AND 337
 LE0517'METERS (1,106 FEET) (PACED DISTANCE) FROM STATION N 10 DEG 19 MIN E
 LE0517'NO. 2 IS IN FENCE CORNER, 10.25 METERS
 LE0517'(33.6 FEET) SOUTHWEST OF SECTION CORNERSTONE, AND 54.01
 LE0517'METERS (177.2 FEET) FROM STATION S 87 DEG 43 MIN E.
 LE0517
 LE0517                          STATION RECOVERY (1934)
 LE0517
 LE0517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JNC)
 LE0517'THE STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.
 LE0517'
 LE0517'R.M. NO. 1 IS ABOUT 1065 FEET NORTH OF THE STATION (SLOPE DIST.).
 LE0517'THE REST OF THE DESCRIPTION O.K.
 LE0517
 LE0517                          STATION RECOVERY (1954)
 LE0517
 LE0517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 LE0517'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND
 LE0517'IN GOOD CONDITION, ROAD CONSTRUCTION WILL DESTROY THE STATION
 LE0517'MARK AND REFERENCE MARK 2.  THEY WERE MOVED AT THE REQUEST OF THE
 LE0517'WAYNE COUNTY ENGINEER.  A NEW STATION, CLIO 2, WAS ESTABLISHED.
 LE0517'FOR DETAILS, SEE THE DESCRIPTION OF STATION CLIO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0518 ***********************************************************************
 LE0518  DESIGNATION -  CLIO 2 RESET
 LE0518  PID         -  LE0518
 LE0518  STATE/COUNTY-  IA/WAYNE
 LE0518  USGS QUAD   -  CLEOPATRA (1964)
 LE0518
 LE0518                         *CURRENT SURVEY CONTROL
 LE0518  ___________________________________________________________________
 LE0518* NAD 83(1996)-  40 36 31.84853(N)    093 27 42.77173(W)     ADJUSTED  
 LE0518* NAVD 88     -       339.3    (meters)    1113.     (feet)  VERTCON   
 LE0518  ___________________________________________________________________
 LE0518  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 LE0518  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LE0518
 LE0518  HORZ ORDER  -  THIRD
 LE0518
 LE0518.The horizontal coordinates were established by classical geodetic methods
 LE0518.and adjusted by the National Geodetic Survey in May 1999..
 LE0518
 LE0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0518
 LE0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0518
 LE0518.The geoid height was determined by GEOID03.
 LE0518
 LE0518;                    North         East     Units Scale Factor Converg.
 LE0518;SPC IA S     -    67,612.384   503,226.035   MT  1.00000139   +0 01 30.4
 LE0518;UTM  15      - 4,495,439.337   460,926.298   MT  0.99961879   -0 18 02.3
 LE0518
 LE0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0518!SPC IA S     -   0.99995175  x   1.00000139  =   0.99995314
 LE0518!UTM  15      -   0.99995175  x   0.99961879  =   0.99957055
 LE0518
 LE0518|---------------------------------------------------------------------|
 LE0518| PID    Reference Object                     Distance      Geod. Az  |
 LE0518|                                                           dddmmss.s |
 LE0518| CK7066 CLIO RM 1 AZIMUTH                                  01008     |
 LE0518| CL8291 CLIO 2 RM 3                          26.207 METERS 09111     |
 LE0518| LE0523 CLIO 2 AZ MK                        446.112 METERS 1732343.1 |
 LE0518| CL8292 CLIO 2 RM 4 OLD                      27.000 METERS 27046     |
 LE0518| CL8293 CLIO 2 RM 4                          27.034 METERS 27114     |
 LE0518| LE0577 MICROWAVE TOWER KAO 54 NE LEON      APPROX.23.1 KM 3311151.6 |
 LE0518|---------------------------------------------------------------------|
 LE0518
 LE0518                          SUPERSEDED SURVEY CONTROL
 LE0518
 LE0518  NAD 83(1986)-  40 36 31.84486(N)    093 27 42.77797(W) AD(       ) 3
 LE0518  NAD 27      -  40 36 31.81460(N)    093 27 41.99580(W) AD(       ) 3
 LE0518  NGVD 29 (07/19/86)  339.2    (m)         1113.     (f) VERT ANG       
 LE0518
 LE0518.Superseded values are not recommended for survey control.
 LE0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0518.See file dsdata.txt to determine how the superseded data were derived.
 LE0518
 LE0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE6092695439(NAD 83)
 LE0518_MARKER: DS = TRIANGULATION STATION DISK
 LE0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LE0518
 LE0518  HISTORY     - Date     Condition        Report By
 LE0518  HISTORY     - 1954     MONUMENTED       CGS
 LE0518  HISTORY     - 1963     GOOD             USGS
 LE0518  HISTORY     - 1971     GOOD             USE
 LE0518  HISTORY     - 1980     GOOD             NGS
 LE0518
 LE0518                          STATION DESCRIPTION
 LE0518
 LE0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (GCM)
 LE0518'STATION IS LOCATED ABOUT 4 MI. NE OF LINEVILLE, 2 MI. S OF CLIO,
 LE0518'2 MI. N OF THE IOWA-MISSOURI STATE LINE, IN THE NE CORNER OF
 LE0518'SECTION 14, T67 N, R 23 W, 204 FT. W OF THE CENTER OF A DIRT ROAD,
 LE0518'33 FT. S OF THE CENTER OF A GRADED ROAD, 2 FT. W OF A WITNESS
 LE0518'POST, AND IN A FENCE LINE.  THE MARK PROJECTS 4 IN., AND THE DISK
 LE0518'IS STAMPED CLIO 2 1954.
 LE0518'
 LE0518'REFERENCE MARK 1 IS 20 FT. W OF THE CENTER OF A SECTION-LINE ROAD,
 LE0518'AND IN THE FENCE LINE.  THE MARK PROJECTS 6 IN., AND THE DISK IS
 LE0518'STAMPED CLIO NO 1 1928.
 LE0518'
 LE0518'REFERENCE MARK 3 IS 118 FT. W OF THE CENTER OF THE DIRT ROAD,
 LE0518'96 FT. W OF A FENCE, AND 33 FT. S OF THE CENTER OF THE GRADED
 LE0518'ROAD.  THE MARK PROJECTS 4 IN., AND THE DISK IS STAMPED CLIO 2 NO
 LE0518'3 1954.
 LE0518'
 LE0518'REFERENCE MARK 4 IS 33 FT. S OF THE CENTER OF THE GRADED ROAD, AND
 LE0518'IN THE FENCE LINE.  THE MARK PROJECTS 4 IN., AND THE DISK IS
 LE0518'STAMPED CLIO 2 NO 4 1954.
 LE0518'
 LE0518'TO REACH THE STATION FROM THE POST OFFICE IN CLIO, GO S ON THE
 LE0518'MAIN STREET FOR 1/2 BLOCK TO A GRAVEL ROAD.  TURN LEFT AND FOLLOW
 LE0518'THE MAIN GRAVEL ROAD E AND N FOR 0.7 MI. TO CROSSROADS.  TURN
 LE0518'RIGHT AND GO S FOR 2.0 MI. TO CROSSROADS.  TURN RIGHT AND GO W FOR
 LE0518'1.0 MI. TO A DIRT ROAD S AND THE STATION ABOUT 200 FT. W.
 LE0518'
 LE0518'NOTE- THE SECTION-LINE ROAD, WHICH RUNS PAST REFERENCE MARK 1, IS
 LE0518'NOT USED AND HAS BEEN CLOSED OFFICIALLY.  THEREFORE, THIS ROAD
 LE0518'MAY BE FENCED OFF AT SOME FUTURE DATE, AND THE LAND PUT UNDER
 LE0518'CULTIVATION.
 LE0518'
 LE0518'NOTE--THE PACED DISTANCE TO RM 1 IS 1106 FT.
 LE0518'
 LE0518'HEIGHT OF LIGHT ABOVE STATION MARK - 1 M.
 LE0518
 LE0518                          STATION RECOVERY (1963)
 LE0518
 LE0518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LE0518'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LE0518
 LE0518                          STATION RECOVERY (1971)
 LE0518
 LE0518'RECOVERY NOTE BY US ENGINEERS 1971 (WDD)
 LE0518'CLIO 2 1954 OK.
 LE0518'REF. MARK NO. 1 LAND OWNER STATES THAT REF. MARK NO. 1 HAS BEEN
 LE0518'DOZED OUT.
 LE0518'
 LE0518'R.M. NO. 1 WAS USED FOR AZIMUTH MARK.
 LE0518'
 LE0518'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI. NE OF LINEVILLE,
 LE0518'2 MI. S. OF CLIO.
 LE0518
 LE0518                          STATION RECOVERY (1980)
 LE0518
 LE0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LE0518'UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION.  SURFACE
 LE0518'MARK AND REFERENCE MARKS 3 AND 4 APPEARED IN GOOD CONDITION, HOWEVER,
 LE0518'UPON OCCUPATION THE ANGLES AND DISTANCES FAILED TO CHECK.  THE SURFACE
 LE0518'MARK WAS REMOVED AND A NEW SURFACE MARK WAS SET DIRECTLY OVER THE
 LE0518'UNDERGROUND MARK.  REFERENCE MARK 1 HAS BEEN DESTROYED.  AN AZIMUTH
 LE0518'MARK WAS ESTABLISHED AND A POLARIS OBSERVATION TAKEN.  AFTER
 LE0518'ESTABLISHING THE NEW SURFACE MARK THE DISTANCE TO REFERENCE MARK 3 WAS
 LE0518'0.018 METER SHORTER THAN 1954 DATA AND THE DIRECTION WAS 10 MINUTES,
 LE0518'48 SECONDS SMALLER.  THE DISTANCE TO REFERENCE MARK 4 WAS 0.034 METER
 LE0518'LONGER THAN 1954 DATA AND THE DIRECTION WAS 16 MINUTES, 12 SECONDS
 LE0518'LARGER.  AN INVERSED AZIMUTH WAS COMPUTED TO THE MICROWAVE TOWER KAO
 LE0518'54 NE LEON AND THE DIRECTION, AS DETERMINED BY A POLARIS OBSERVATION
 LE0518'WAS 6 MINUTES, 36.8 SECONDS LARGER THAN THE COMPUTED DIRECTION.  A NEW
 LE0518'DESCRIPTION FOLLOWS.
 LE0518'
 LE0518'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF LINEVILLE, 2 MILES
 LE0518'SOUTH OF CLIO, 2 MILES NORTH OF THE IOWA/MISSOURI STATE LINE AND IN
 LE0518'THE NE 1/4, SEC 14, T67N, R23W AND BELEIVED TO BE ON RIGHT-OF-WAY
 LE0518'ALTHOUGH THE STATION IS ONE FOOT INSIDE OF A FENCED FIELD.
 LE0518'
 LE0518'TO REACH THE STATION FROM THE POST OFFICE IN CLIO, GO SOUTH FOR 0.05
 LE0518'MILE TO WAYNE COUNTY ROAD J 47.  TURN LEFT AND GO EAST ON ROAD J 47
 LE0518'FOR 0.7 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 2.0 MILES TO
 LE0518'A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE
 LE0518'TO A SIDE ROAD LEFT.  CONTINUE WEST FOR 0.05 MILE TO THE STATION ON
 LE0518'THE LEFT.
 LE0518'
 LE0518'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.05 MILE TO
 LE0518'THE SIDEROAD, TURN RIGHT, AND GO SOUTH ON A GRAVELED ROAD FOR 0.3 MILE
 LE0518'TO THE MARK ON THE RIGHT.
 LE0518'
 LE0518'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---CLIO 2 1954
 LE0518'1980---SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 6
 LE0518'INCHES.  THE UNDERGROUND MARK IS A STANDARD DISK, STAMPED---CLIO 2
 LE0518'1954---SET IN AN IRREGULAR MASS OF CONCRETE, 34 INCHES BELOW THE
 LE0518'GROUND SURFACE.  THE MARKS ARE 205 FEET WEST OF THE CENTERLINE OF THE
 LE0518'NORTH/SOUTH ROAD, 34 FEET SOUTH OF THE CENTERLINE OF THE EAST/WEST
 LE0518'ROAD, 1.5 FEET SOUTH OF A WITNESS POST AND 1.0 FOOT SOUTH OF A FENCE.
 LE0518'
 LE0518'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---CLIO 2 NO 3 1954---SET
 LE0518'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 12 INCHES.  IT IS
 LE0518'118 FEET WEST OF THE CENTERLINE OF THE NORTH/SOUTH ROAD, 33 FEET SOUTH
 LE0518'OF THE CENTERLINE OF THE EAST/WEST ROAD AND 86.0 FEET EAST OF THE
 LE0518'WITNESS POST.
 LE0518'
 LE0518'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---CLIO 2 NO 4 1954---SET
 LE0518'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 12 INCHES.  IT IS
 LE0518'88.9 FEET WEST OF THE WITNESS POST AND 33 FEET SOUTH OF THE EAST/WEST
 LE0518'ROAD.
 LE0518'
 LE0518'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---CLIO 2 1954 1980---SET
 LE0518'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 LE0518'30.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 3.9 FEET EAST OF A
 LE0518'POWERLINE POLE NUMBERED 12C 10, 1.5 FEET SOUTH OF A WITNESS POST AND
 LE0518'1 FOOT EAST OF A FENCE.  A TALL TRIPOD IS NEEDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1209 ***********************************************************************
 OO1209  CBN         -  This is a Cooperative Base Network Control Station.
 OO1209  DESIGNATION -  CLOVER
 OO1209  PID         -  OO1209
 OO1209  STATE/COUNTY-  IA/HANCOCK
 OO1209  USGS QUAD   -  CRYSTAL LAKE (1972)
 OO1209
 OO1209                         *CURRENT SURVEY CONTROL
 OO1209  ___________________________________________________________________
 OO1209* NAD 83(1996)-  43 13 38.05195(N)    093 50 59.62281(W)     ADJUSTED  
 OO1209* NAVD 88     -       397.9    (meters)    1305.     (feet)  GPS OBS   
 OO1209  ___________________________________________________________________
 OO1209  X           -    -312,547.597 (meters)                     COMP
 OO1209  Y           -  -4,644,463.895 (meters)                     COMP
 OO1209  Z           -   4,346,182.959 (meters)                     COMP
 OO1209  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 OO1209  ELLIP HEIGHT-         368.64  (meters)          (06/15/04) GPS OBS
 OO1209  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 OO1209
 OO1209  HORZ ORDER  -  B
 OO1209  ELLP ORDER  -  FOURTH    CLASS I
 OO1209
 OO1209.The horizontal coordinates were established by GPS observations
 OO1209.and adjusted by the National Geodetic Survey in August 1997..
 OO1209
 OO1209.The orthometric height was determined by GPS observations and a
 OO1209.high-resolution geoid model.
 OO1209
 OO1209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1209
 OO1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1209
 OO1209.The ellipsoidal height was determined by GPS observations
 OO1209.and is referenced to NAD 83.
 OO1209
 OO1209.The geoid height was determined by GEOID03.
 OO1209
 OO1209;                    North         East     Units Scale Factor Converg.
 OO1209;SPC IA N     - 1,191,920.297 1,471,574.848   MT  0.99999303   -0 14 13.7
 OO1209;UTM  15      - 4,786,400.144   430,982.107   MT  0.99965860   -0 34 55.6
 OO1209
 OO1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1209!SPC IA N     -   0.99994219  x   0.99999303  =   0.99993522
 OO1209!UTM  15      -   0.99994219  x   0.99965860  =   0.99960081
 OO1209
 OO1209|---------------------------------------------------------------------|
 OO1209| PID    Reference Object                     Distance      Geod. Az  |
 OO1209|                                                           dddmmss.s |
 OO1209| CI6132 CLOVER RM 1                          18.306 METERS 08207     |
 OO1209| CI6131 CLOVER AZ MK                                       2655346.7 |
 OO1209| CI6133 CLOVER RM 2                          19.729 METERS 27616     |
 OO1209|---------------------------------------------------------------------|
 OO1209
 OO1209                          SUPERSEDED SURVEY CONTROL
 OO1209
 OO1209  ELLIP H (08/25/97)  368.65   (m)                       GP(       ) 4 1
 OO1209  NAD 83(1986)-  43 13 38.04404(N)    093 50 59.61670(W) AD(       ) 1
 OO1209  NAD 27      -  43 13 38.18857(N)    093 50 58.80923(W) AD(       ) 1
 OO1209  NGVD 29 (07/19/86)  397.4    (m)         1304.     (f) VERT ANG       
 OO1209
 OO1209.Superseded values are not recommended for survey control.
 OO1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1209.See file dsdata.txt to determine how the superseded data were derived.
 OO1209
 OO1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH3098286400(NAD 83)
 OO1209_MARKER: DS = TRIANGULATION STATION DISK
 OO1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1209_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1209_STAMPING: CLOVER 1971
 OO1209_MARK LOGO: CGS   
 OO1209_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1209+STABILITY: SURFACE MOTION
 OO1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1209+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1996
 OO1209
 OO1209  HISTORY     - Date     Condition        Report By
 OO1209  HISTORY     - 1971     MONUMENTED       NGS
 OO1209  HISTORY     - 1972     GOOD             USGS
 OO1209  HISTORY     - 19960925 GOOD             IADT
 OO1209
 OO1209                          STATION DESCRIPTION
 OO1209
 OO1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1209'THE STATION IS LOCATED ABOUT 3 MILES WEST OF CRYSTAL LAKE,
 OO1209'3 MILES EAST OF WODEN, 2 MILES SOUTH OF THE WINNEBAGO-HANCOCK
 OO1209'COUNTY LINE AND ON STATE RIGHT-OF-WAY.  IT IS IN THE SOUTHWEST
 OO1209'1/4 OF SECTION 7, T 97 N, R 25 W.
 OO1209'
 OO1209'TO REACH THE STATION FROM THE POST OFFICE IN WODEN, GO WEST ON
 OO1209'A PAVED STREET FOR 0.1 MILE TO A T-ROAD, TURN LEFT AND GO
 OO1209'SOUTH ON STATE HIGHWAY 111 FOR 0.2 MILE TO A FORK, TAKE THE
 OO1209'LEFT FORK AND GO EAST ON STATE HIGHWAY 111 FOR 2.8 MILES TO
 OO1209'A FIELD ENTRANCE ROAD AND THE AZIMUTH MARK ON THE RIGHT.
 OO1209'CONTINUE EAST ON STATE HIGHWAY 111 FOR 0.25 MILE TO A FIELD
 OO1209'ENTRANCE ROAD AND THE STATION ON THE LEFT.
 OO1209'
 OO1209'STATION MARKS ARE STANDARD DISKS STAMPED CLOVER 1971.  THE SURFACE
 OO1209'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1209'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 112 FEET
 OO1209'NORTH OF A TELEPHONE POLE WITH A TRIANGULAR BLAZE, 50 FEET
 OO1209'NORTH OF THE CENTER OF STATE HIGHWAY 111 AND 22 FEET EAST
 OO1209'OF THE CENTER OF THE FIELD ENTRANCE ROAD.  THE UNDERGROUND
 OO1209'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40
 OO1209'INCHES BELOW THE GROUND SURFACE.
 OO1209'
 OO1209'REFERENCE MARK 1, A STANDARD DISK STAMPED CLOVER NO 1 1971,
 OO1209'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1209'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 126 FEET
 OO1209'NORTH-NORTHEAST OF THE TELEPHONE POLE, 79 FEET EAST OF THE CENTER
 OO1209'OF THE FIELD ENTRANCE ROAD AND 59 FEET NORTH OF THE CENTER OF
 OO1209'STATE HIGHWAY 111.
 OO1209'
 OO1209'REFERENCE MARK 2, A STANDARD DISK STAMPED CLOVER NO 2 1971,
 OO1209'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1209'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 143 FEET NORTHWEST
 OO1209'OF THE TELEPHONE POLE, 57 FEET NORTH OF THE CENTER OF STATE
 OO1209'HIGHWAY 111 AND 43 FEET WEST OF THE CENTER OF THE FIELD
 OO1209'ENTRANCE ROAD.
 OO1209'
 OO1209'THE AZIMUTH MARK, A STANDARD DISK STAMPED CLOVER 1971, IS SET
 OO1209'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OO1209'IS FLUSH WITH THE GROUND SURFACE.  IT IS 59 FEET SOUTH OF THE
 OO1209'CENTER OF STATE HIGHWAY 111, 9 FEET EAST OF THE CENTER OF THE
 OO1209'FIELD ENTRANCE ROAD, 2 FEET WEST-NORTHWEST OF A METAL WITNESS
 OO1209'POST AND 1-FOOT NORTH OF A WIRE FENCE.
 OO1209'
 OO1209'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 OO1209
 OO1209                          STATION RECOVERY (1972)
 OO1209
 OO1209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO1209'ALL MARKS FOUND IN GOOD CONDITION.  DESCRIPTION ADEQUATE AND
 OO1209'DISTANCES CHECKED.
 OO1209
 OO1209                          STATION RECOVERY (1996)
 OO1209
 OO1209'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 OO1209'RECOVERED IN 1996 BY IOWA DOT.  STATION IS LOCATED 3.2 MI (5.1 KM)
 OO1209'EAST OF WODEN AND 2.6 MI (4.2 KM) WEST OF CRYSTAL LAKE IN THE
 OO1209'SOUTHWEST 1/4 OF SECTION 7, T 97 N, R 25 W.  TO REACH THE STATION FROM
 OO1209'THE INTERSECTION OF PAVED COUNTY ROAD B 14 (WEST) AND PAVED COUNTY
 OO1209'ROAD R 20 ON THE NORTH SIDE OF THE TOWN OF WODEN, GO SOUTH ON R 20 FOR
 OO1209'0.8 MI (1.3 KM) TO A Y-INTERSECTION IN THE TOWN OF WODEN. FOLLOW THE
 OO1209'CURVE LEFT (ONTO COUNTY ROAD R 35) AND GO EAST FOR 3.2 MI (5.1 KM) TO
 OO1209'A FIELD ENTRANCE AND THE STATION, BOTH ON THE LEFT, NORTH SIDE OF THE
 OO1209'ROAD.  RESET ORANGE CARSONITE MARKER 0.5 M (1.6 FT) WEST OF THE
 OO1209'MONUMENT, AND SET A PINK STATE HARN SURVEY SIGN 1.0 M (3.3 FT) NORTH
 OO1209'OF THE MONUMENT.  THE MONUMENT IS 50 FT (15.2 M) NORTH OF THE
 OO1209'CENTERLINE OF COUNTY ROAD R 35, 22 FT (6.7 M) EAST OF THE CENTER OF A
 OO1209'FIELD ENTRANCE, AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0563 ***********************************************************************
 NK0563  DESIGNATION -  CLUTIER
 NK0563  PID         -  NK0563
 NK0563  STATE/COUNTY-  IA/TAMA
 NK0563  USGS QUAD   -  ELBERON (1971)
 NK0563
 NK0563                         *CURRENT SURVEY CONTROL
 NK0563  ___________________________________________________________________
 NK0563* NAD 83(1996)-  42 04 44.61909(N)    092 22 07.87202(W)     ADJUSTED  
 NK0563* NAVD 88     -       294.2    (meters)     965.     (feet)  VERTCON   
 NK0563  ___________________________________________________________________
 NK0563  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 NK0563  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 NK0563
 NK0563  HORZ ORDER  -  SECOND
 NK0563
 NK0563.The horizontal coordinates were established by classical geodetic methods
 NK0563.and adjusted by the National Geodetic Survey in May 1999..
 NK0563
 NK0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0563
 NK0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0563
 NK0563.The geoid height was determined by GEOID03.
 NK0563
 NK0563;                    North         East     Units Scale Factor Converg.
 NK0563;SPC IA N     - 1,064,946.256 1,593,597.266   MT  0.99999777   +0 45 59.9
 NK0563;UTM  15      - 4,658,747.020   552,205.423   MT  0.99963353   +0 25 22.7
 NK0563
 NK0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0563!SPC IA N     -   0.99995879  x   0.99999777  =   0.99995656
 NK0563!UTM  15      -   0.99995879  x   0.99963353  =   0.99959234
 NK0563
 NK0563|---------------------------------------------------------------------|
 NK0563| PID    Reference Object                     Distance      Geod. Az  |
 NK0563|                                                           dddmmss.s |
 NK0563| CI6134 CLUTIER RM 1                         15.115 METERS 09039     |
 NK0563| NK0564 REBAR 1135                          APPROX. 5.5 KM 2695831.8 |
 NK0563| CI6135 CLUTIER RM 2                         12.607 METERS 27045     |
 NK0563|---------------------------------------------------------------------|
 NK0563
 NK0563                          SUPERSEDED SURVEY CONTROL
 NK0563
 NK0563  NAD 83(1986)-  42 04 44.61851(N)    092 22 07.87061(W) AD(       ) 2
 NK0563  NAD 27      -  42 04 44.64375(N)    092 22 07.19995(W) AD(       ) 2
 NK0563  NGVD 29 (07/19/86)  294.2    (m)          965.     (f) VERT ANG       
 NK0563
 NK0563.Superseded values are not recommended for survey control.
 NK0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0563.See file dsdata.txt to determine how the superseded data were derived.
 NK0563
 NK0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5220558747(NAD 83)
 NK0563_MARKER: DD = SURVEY DISK
 NK0563_SETTING: 0 = UNSPECIFIED SETTING
 NK0563
 NK0563  HISTORY     - Date     Condition        Report By
 NK0563  HISTORY     - 1970     MONUMENTED       USGS
 NK0563
 NK0563                          STATION DESCRIPTION
 NK0563
 NK0563'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0563'THE STATION IS ABOUT 1.8 MI E. OF CLUTIER, IOWA, ABOUT 0.4 MI
 NK0563'E. OF THE COR. OF SECS. 16, 17, 20 AND 21.  T. 84 N., R. 13 W., ON
 NK0563'PROMINENT RIDGE.
 NK0563'
 NK0563'TO REACH THE STATION FOR THE U.S. POST OFFICE IN CLUTIER, GO
 NK0563'N. FOR .05 MI, TURN RIGHT ON ST. HWY. 318 AND GO E. 1.8 MI TO
 NK0563'PROMINENT RIDGE AND STATION ON RIGHT (S.).
 NK0563'
 NK0563'STATION MARK, STAMPED ET CLUTIER 1970 IS 68 FT S. AND 2157
 NK0563'FT E. OF CENTER T-RD. S. (RD. N. OFFSET) 3 FT N. OF
 NK0563'S. RIGHT-OF-WAY FENCE, 3 FT N. OF USGS WITNESS POST.
 NK0563'
 NK0563'REFERENCE MARK NO. 1, STAMPED CLUTIER NO 1 1970 IS E. OF THE
 NK0563'STATION, 68 FT S. OF CENTER OF RD., 3 FT N. OF S. RIGHT-OF-WAY
 NK0563'FENCE.
 NK0563'
 NK0563'REFERENCE MARK NO. 2, STAMPED CLUTIER NO 2 1970 IS W. OF THE
 NK0563'STATION, 68 FT S. OF CENTER OF RD., 3 FT N. OF S. RIGHT-OF-WAY
 NK0563'FENCE.
 NK0563'
 NK0563'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 NK0563'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, AND
 NK0563'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE SET
 NK0563'FLUSH WITH THE GROUND.
 NK0563'
 NK0563'NO AZIMUTH MARK WAS SET.
 NK0563'
 NK0563'REFERENCE AZIMUTH USED - CLUTIER M.W.T.  POINT OBSERVED IS THE
 NK0563'TOP CENTER OF THE CLUTIER M.W.T. LOCATED ABOUT .05 MI
 NK0563'N. AND 0.25 MI W. OF THE COR. OF SECS. 17, 18, 19 AND 20.  IN THE
 NK0563'NE. PART OF CLUTIER, BUILT IN 1923 T. 84 N., R. 13 W.
 NK0563'
 NK0563'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1710 ***********************************************************************
 NM1710  DESIGNATION -  COAD
 NM1710  PID         -  NM1710
 NM1710  STATE/COUNTY-  IA/PLYMOUTH
 NM1710  USGS QUAD   -  ELK POINT NE (1976)
 NM1710
 NM1710                         *CURRENT SURVEY CONTROL
 NM1710  ___________________________________________________________________
 NM1710* NAD 83(1996)-  42 43 11.22967(N)    096 33 14.77988(W)     ADJUSTED  
 NM1710* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 NM1710  ___________________________________________________________________
 NM1710  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 NM1710  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 NM1710
 NM1710  HORZ ORDER  -  SECOND
 NM1710
 NM1710.The horizontal coordinates were established by classical geodetic methods
 NM1710.and adjusted by the National Geodetic Survey in May 1999..
 NM1710
 NM1710.The orthometric height was scaled from a topographic map.
 NM1710
 NM1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1710
 NM1710.The geoid height was determined by GEOID03.
 NM1710
 NM1710;                    North         East     Units Scale Factor Converg.
 NM1710;SPC IA N     - 1,140,007.793 1,249,904.582   MT  0.99994578   -2 04 11.7
 NM1710;SPC SD S     -    49,974.175   909,460.644   MT  1.00002881   +2 36 25.6
 NM1710;SPC SD S     -   163,956.94  2,983,788.80   sFT  1.00002881   +2 36 25.6
 NM1710;SPC NE       -   326,117.529   782,147.461   MT  0.99988359   +2 17 00.9
 NM1710;UTM  14      - 4,732,599.169   700,269.306   MT  1.00009346   +1 39 35.6
 NM1710
 NM1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1710!SPC IA N     -   0.99993202  x   0.99994578  =   0.99987781
 NM1710!SPC SD S     -   0.99993202  x   1.00002881  =   0.99996083
 NM1710!SPC NE       -   0.99993202  x   0.99988359  =   0.99981562
 NM1710!UTM  14      -   0.99993202  x   1.00009346  =   1.00002548
 NM1710
 NM1710|---------------------------------------------------------------------|
 NM1710| PID    Reference Object                     Distance      Geod. Az  |
 NM1710|                                                           dddmmss.s |
 NM1710| CO2897 COAD RM 2                            24.844 METERS 00055     |
 NM1710| CO2895 COAD AZ MK                                         0081702.9 |
 NM1710| CO2896 COAD RM 1                            25.725 METERS 13901     |
 NM1710| NM1841 ELK POINT MUNICIPAL TANK            APPROX.11.5 KM 2513315.2 |
 NM1710|---------------------------------------------------------------------|
 NM1710
 NM1710                          SUPERSEDED SURVEY CONTROL
 NM1710
 NM1710  NAD 83(1996)-  42 43 11.22968(N)    096 33 14.77988(W) AD(       ) 2
 NM1710  NAD 83(1996)-  42 43 11.22964(N)    096 33 14.77986(W) AD(       ) 2
 NM1710  NAD 83(1996)-  42 43 11.22969(N)    096 33 14.77966(W) AD(       ) 2
 NM1710  NAD 83(1986)-  42 43 11.23330(N)    096 33 14.77545(W) AD(       ) 2
 NM1710  NAD 27      -  42 43 11.25300(N)    096 33 13.66100(W) AD(       ) 2
 NM1710
 NM1710.Superseded values are not recommended for survey control.
 NM1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1710.See file dsdata.txt to determine how the superseded data were derived.
 NM1710
 NM1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0026932599(NAD 83)
 NM1710_MARKER: DS = TRIANGULATION STATION DISK
 NM1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1710
 NM1710  HISTORY     - Date     Condition        Report By
 NM1710  HISTORY     - 1948     MONUMENTED       CGS
 NM1710  HISTORY     - 1949     GOOD             CGS
 NM1710
 NM1710                          STATION DESCRIPTION
 NM1710
 NM1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1710'LOCATED ABOUT 3 MILES SOUTH AND 2-1/2 MILES EAST OF THE VILLAGE
 NM1710'OF WESTFIELD AND 7-1/2 MILES SOUTH OF AKRON, ON PROPERTY
 NM1710'OWNED BY MRS. LUCILLE COAD.  IN THE NE 1/4 OF SEC. 7, T.
 NM1710'91 N., R. 48 W.  IT IS ON THE HIGHEST PART AND NEAR THE CENTER
 NM1710'OF A SMALL RIDGE WHICH IS ABOUT 100 YARDS LONG AND RUNS IN
 NM1710'A NORTHWEST-SOUTHEAST DIRECTION.  IT IS 3.5 FEET NORTHWEST OF
 NM1710'A WHITE WITNESS POST THAT MARKS THE STATION SITE.  THE MARK
 NM1710'PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED COAD 1948.
 NM1710'
 NM1710'REFERENCE MARK NO. 1 IS 81.51 FEET SOUTHEAST OF THE STATION,
 NM1710'ON THE SOUTHERLY SLOPE OF THE EASTWARD EXTENSION OF THE RIDGE
 NM1710'AND ABOUT 20 FEET SOUTH OF THE TOP OF THE RIDGE.  THE MARK
 NM1710'PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED COAD NO 1
 NM1710'1948.
 NM1710'
 NM1710'REFERENCE MARK NO. 2 IS 84.40 FEET NORTHWEST OF THE STATION,
 NM1710'ON THE HIGHEST PART OF THE WESTWARD EXTENSION OF THE RIDGE.  THE
 NM1710'MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED COAD NO
 NM1710'2 1948.
 NM1710'
 NM1710'AZIMUTH MARK IS ABOUT 1/2 MILE NORTH OF THE STATION, ALONG
 NM1710'THE NORTH SIDE OF COUNTY ROUTE H, 39 FEET SOUTH OF THE
 NM1710'APPROXIMATE CENTERLINE OF THE ROUTE, 1.9 FEET WEST OF A
 NM1710'WITNESS POST AT THE FENCE CORNER AND ON THE EAST SIDE OF A
 NM1710'FARM DRIVEWAY.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 NM1710'DISK IS STAMPED COAD 1948.
 NM1710'
 NM1710'STATION WAS REACHED FROM THE JUNCTION OF STATE ROUTE 12 AND
 NM1710'COUNTY ROUTE A IN THE VILLAGE OF WESTFIELD BY GOING EAST
 NM1710'AND SOUTH ON COUNTY ROUTE A FOR 1.15 MILES TO THE JUNCTION
 NM1710'WITH COUNTY ROUTE H.  TURN RIGHT AND FOLLOW COUNTY ROUTE H,
 NM1710'SOUTH AND EAST FOR 2.70 MILES TO THE AZIMUTH MARK ON THE RIGHT
 NM1710'AS DESCRIBED ABOVE.  CONTINUE EASTERLY FOR 0.20 MILE TO FARM
 NM1710'DRIVEWAY ON THE RIGHT. TURN RIGHT OR SOUTH, DOWNHILL, FOR
 NM1710'0.1 MILE TO FARM BUILDINGS AND GATE IN THE SOUTHEAST CORNER
 NM1710'OF THE FARMYARD.  PASS THRU GATE AND FOLLOW FARM ROAD EAST
 NM1710'AND SOUTH, PASSING ABANDONED FARMHOUSE AND FARM BUILDINGS ON
 NM1710'THE RIGHT, FOR 0.4 MILE TO THE TOP OF THE RIDGE.  FROM TOP
 NM1710'OF RIDGE WORK WAY ALONG THE TOP, SOUTH AND WESTERLY TO THE
 NM1710'HIGHEST PART OF THE RIDGE AND STATION SITE AS DESCRIBED
 NM1710'ABOVE.  DISTANCE IS ABOUT 1/4 MILE.
 NM1710'
 NM1710'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 NM1710
 NM1710                          STATION RECOVERY (1949)
 NM1710
 NM1710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1710'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 NM1710'CONDITION.  THE DISTANCE TO THE REFERENCE MARKS CHECKED,
 NM1710'EXCEPT THE NO.S WERE REVERSED.  THE DIRECTION TO THE AZIMUTH
 NM1710'MARK DID NOT CHECK WITH THE 1948.
 NM1710'
 NM1710'DUE TO SOME ROAD CHANGES A NEW TO REACH FOLLOWS.
 NM1710'
 NM1710'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 12 AND COUNTY ROUTE
 NM1710'A IN THE VILLAGE OF WESTFIELD, GO SOUTH AND EAST ON ROUTE A
 NM1710'1.2 MILES TO JUNCTION OF COUNTY ROUTE W, TURN RIGHT AND FOLLOW
 NM1710'ROUTE W SOUTH AND EAST FOR 2.75 MILES TO THE AZIMUTH MARK
 NM1710'ON THE RIGHT, CONTINUE EAST ON ROUTE W 0.35 MILE TO SECOND
 NM1710'DRIVEWAY LEADING RIGHT, TURN RIGHT (SOUTH) DOWN HILL ON OLD ROAD
 NM1710'0.15 MILE, TURN RIGHT (WEST) 0.15 MILE TO ABANDONED FARM
 NM1710'BUILDINGS, TURN LEFT (SOUTH) ON TRACK ROAD TO WIRE GATE
 NM1710'AT TOP OF RIDGE, PASS THROUGH GATE, TURN RIGHT (WEST) ALONG
 NM1710'TOP OF RIDGE 0.35 MILE TO THE HIGHEST POINT AND THE STATION.
 NM1710'
 NM1710'OBSERVATIONS TAKEN FROM A 37 FT. TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0724 ***********************************************************************
 NJ0724  DESIGNATION -  COLESBURG
 NJ0724  PID         -  NJ0724
 NJ0724  STATE/COUNTY-  IA/CLAYTON
 NJ0724  USGS QUAD   -  COLESBURG (1980)
 NJ0724
 NJ0724                         *CURRENT SURVEY CONTROL
 NJ0724  ___________________________________________________________________
 NJ0724* NAD 83(1996)-  42 39 04.31073(N)    091 11 16.95180(W)     ADJUSTED  
 NJ0724* NAVD 88     -       364.     (meters)    1194.     (feet)  SCALED    
 NJ0724  ___________________________________________________________________
 NJ0724  LAPLACE CORR-          -6.50  (seconds)                    DEFLEC99
 NJ0724  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 NJ0724
 NJ0724  HORZ ORDER  -  FIRST
 NJ0724
 NJ0724.The horizontal coordinates were established by classical geodetic methods
 NJ0724.and adjusted by the National Geodetic Survey in May 1999..
 NJ0724
 NJ0724.The orthometric height was scaled from a topographic map.
 NJ0724
 NJ0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0724
 NJ0724.The geoid height was determined by GEOID03.
 NJ0724
 NJ0724;                    North         East     Units Scale Factor Converg.
 NJ0724;SPC IA N     - 1,130,462.919 1,689,548.146   MT  0.99994541   +1 34 00.9
 NJ0724;UTM  15      - 4,723,673.523   648,524.422   MT  0.99987140   +1 13 40.4
 NJ0724
 NJ0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0724!SPC IA N     -   0.99994784  x   0.99994541  =   0.99989326
 NJ0724!UTM  15      -   0.99994784  x   0.99987140  =   0.99981925
 NJ0724
 NJ0724|---------------------------------------------------------------------|
 NJ0724| PID    Reference Object                     Distance      Geod. Az  |
 NJ0724|                                                           dddmmss.s |
 NJ0724| CI6137 COLESBURG RM 1                       30.370 METERS 04121     |
 NJ0724| NJ0956 HOLY CROSS CATH CH SPIRE            APPROX.16.6 KM 1093107.2 |
 NJ0724| NJ0711 LUXEMBURG HOLY TRINITY CATH CH      APPROX.10.8 KM 1201048.8 |
 NJ0724| CI6138 COLESBURG RM 2                       19.724 METERS 16023     |
 NJ0724| NJ0718 PETERSBURG ST PET PAUL CATH CH      APPROX.10.9 KM 1911216.7 |
 NJ0724| NJ0725 COLESBURG ST PATRICKS CATH CH       APPROX. 2.0 KM 2192309.7 |
 NJ0724| CI6136 COLESBURG AZ MK                                    2203008.0 |
 NJ0724| NJ0735 EDGEWOOD MUNICIPAL TANK             APPROX.17.5 KM 2674202.7 |
 NJ0724|---------------------------------------------------------------------|
 NJ0724
 NJ0724                          SUPERSEDED SURVEY CONTROL
 NJ0724
 NJ0724  NAD 83(1996)-  42 39 04.31081(N)    091 11 16.95172(W) AD(       ) 1
 NJ0724  NAD 83(1996)-  42 39 04.30208(N)    091 11 16.94509(W) AD(       ) 1
 NJ0724  NAD 83(1986)-  42 39 04.30169(N)    091 11 16.94683(W) AD(       ) 1
 NJ0724  NAD 27      -  42 39 04.32380(N)    091 11 16.48990(W) AD(       ) 1
 NJ0724
 NJ0724.Superseded values are not recommended for survey control.
 NJ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0724.See file dsdata.txt to determine how the superseded data were derived.
 NJ0724
 NJ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4852423674(NAD 83)
 NJ0724_MARKER: DS = TRIANGULATION STATION DISK
 NJ0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0724
 NJ0724  HISTORY     - Date     Condition        Report By
 NJ0724  HISTORY     - 1935     MONUMENTED       CGS
 NJ0724  HISTORY     - 1960     GOOD             USGS
 NJ0724
 NJ0724                          STATION DESCRIPTION
 NJ0724
 NJ0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0724'THIS STATION IS ABOUT 1 MILE NE OF COLESBURG, IN THE SW 1/4,
 NJ0724'SEC. 34, T 91 N, R 3 W, IN THE FARMYARD OF A FARM OWNED BY
 NJ0724'MISS VINNIE LOVETT.  THE MARK IS 36.5 FEET SE OF THE SE
 NJ0724'CORNER OF THE FARMHOUSE, 17 FEET WSW OF THE SW CORNER OF A SHED,
 NJ0724'51 FEET N OF THE NORTHWESTERLY OF TWO CHERRY TREES.  AND IS SET
 NJ0724'FLUSH.
 NJ0724'
 NJ0724'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NJ0724'BRONZE DISKS SET IN CONCRETE.
 NJ0724'
 NJ0724'REFERENCE MARK NO. 1 IS NE OF THE STATION.  3 FEET N OF THE NW
 NJ0724'CORNER OF THE GARAGE, 8 YARDS WSW OF A WELL, 142.77 FEET NNE
 NJ0724'OF REFERENCE MARK NO. 2, AND IS SET FLUSH.  REFERENCE MARK NO.
 NJ0724'2 IS SSE OF THE STATION, 1/2 FOOT N OF THE S YARD FENCE, 16 FEET
 NJ0724'E OF THE SOUTHEASTERLY OF THE TWO CHERRY TREES, AND PROJECTS
 NJ0724'3 INCHES.
 NJ0724'
 NJ0724'THE AZIMUTH MARK IS SW OF THE STATION.  1/2 FOOT N OF THE S
 NJ0724'RIGHT-OF-WAY FENCE OF THE ROAD, 30 YARDS S OF A BARN, 30 YARDS
 NJ0724'SW OF A CURVE IN THE ROAD, AND PROJECTS 1 INCH.
 NJ0724'
 NJ0724'TO REACH FROM THE POST OFFICE IN COLESBURG, GO N 0.4 MILE, TURN
 NJ0724'E, GO 0.8 MILE, TURN E IN LANE, GO 0.2 MILE TO THE FARMYARD AND
 NJ0724'THE STATION.
 NJ0724'
 NJ0724'A LIGHT 100 FEET ABOVE WALKE COMES INTO VIEW 64 FEET ABOVE THIS
 NJ0724'STATION.
 NJ0724'
 NJ0724'LIGHTS 100 FEET ABOVE DOWNEY AND 87 FEET ABOVE POTTEBAUM 1931
 NJ0724'COME INTO VIEW 37 FEET ABOVE THIS STATION.
 NJ0724'
 NJ0724'LIGHTS 100 FEET ABOVE EDGEWOOD AND 74 FEET ABOVE WOOD COME
 NJ0724'INTO VIEW 10 FEET ABOVE THIS STATION.
 NJ0724
 NJ0724                          STATION RECOVERY (1960)
 NJ0724
 NJ0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 NJ0724'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0725 ***********************************************************************
 NJ0725  DESIGNATION -  COLESBURG ST PATRICKS CATH CH
 NJ0725  PID         -  NJ0725
 NJ0725  STATE/COUNTY-  IA/DELAWARE
 NJ0725  USGS QUAD   -  COLESBURG (1980)
 NJ0725
 NJ0725                         *CURRENT SURVEY CONTROL
 NJ0725  ___________________________________________________________________
 NJ0725* NAD 83(1996)-  42 38 13.29520(N)    091 12 13.67432(W)     ADJUSTED  
 NJ0725* NAVD 88     -                                                        
 NJ0725  ___________________________________________________________________
 NJ0725  LAPLACE CORR-          -6.45  (seconds)                    DEFLEC99
 NJ0725  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 NJ0725
 NJ0725  HORZ ORDER  -  THIRD
 NJ0725
 NJ0725.The horizontal coordinates were established by classical geodetic methods
 NJ0725.and adjusted by the National Geodetic Survey in May 1999..
 NJ0725
 NJ0725
 NJ0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0725
 NJ0725.The geoid height was determined by GEOID03.
 NJ0725
 NJ0725;                    North         East     Units Scale Factor Converg.
 NJ0725;SPC IA N     - 1,128,854.184 1,688,299.422   MT  0.99994551   +1 33 22.5
 NJ0725;UTM  15      - 4,722,072.330   647,266.293   MT  0.99986682   +1 13 00.8
 NJ0725
 NJ0725                          SUPERSEDED SURVEY CONTROL
 NJ0725
 NJ0725  NAD 83(1996)-  42 38 13.29530(N)    091 12 13.67421(W) AD(       ) 4
 NJ0725  NAD 83(1986)-  42 38 13.28595(N)    091 12 13.66877(W) AD(       ) 4
 NJ0725  NAD 27      -  42 38 13.30800(N)    091 12 13.21200(W) AD(       ) 3
 NJ0725
 NJ0725.Superseded values are not recommended for survey control.
 NJ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0725.See file dsdata.txt to determine how the superseded data were derived.
 NJ0725
 NJ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4726622072(NAD 83)
 NJ0725_MARKER: 55 = TOWER
 NJ0725
 NJ0725  HISTORY     - Date     Condition        Report By
 NJ0725  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0725
 NJ0725                          STATION DESCRIPTION
 NJ0725
 NJ0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0725'THIS STATION IS THE TOWER ON ST. PATRICKS CATHOLIC CHURCH
 NJ0725'IN THE VILLAGE OF COLESBURG, IOWA.  IT IS LOCATED ABOUT 65
 NJ0725'FEET N OF THE MAIN E-W GRAVEL STREET AND ABOUT 0.1 MILE W
 NJ0725'OF THE MAIN STREET.  THE CHURCH WAS ERECTED IN 1854.  IT IS
 NJ0725'FAIRLY PROMINENT.
 NJ0725'
 NJ0725'THE TOWER IS ON THE S END OF A WHITE WOODEN CHURCH.  IT IS
 NJ0725'A SQUARE WHITE STRUCTURE ABOUT 50 FEET HIGH WITH AN ARCHED
 NJ0725'LOUVERED WINDOW ON EACH SIDE NEAR THE TOP AND TINY GABLES
 NJ0725'AT THE TOP ON EACH SIDE.  THE LOW OCTAGONAL RUST-COLORED
 NJ0725'SPIRE-SHAPED ROOF IS ABOUT 20 FEET HIGH AND HAS A FADED GOLD
 NJ0725'BALL AND SLIM 5-FOOT CROSS AT ITS APEX.  THE TOTAL HEIGHT IS
 NJ0725'ABOUT 75 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0619 ***********************************************************************
 MH0619  DESIGNATION -  COLFAX
 MH0619  PID         -  MH0619
 MH0619  STATE/COUNTY-  IA/JASPER
 MH0619  USGS QUAD   -  COLFAX (1965)
 MH0619
 MH0619                         *CURRENT SURVEY CONTROL
 MH0619  ___________________________________________________________________
 MH0619* NAD 83(1996)-  41 39 47.03814(N)    093 14 29.83817(W)     ADJUSTED  
 MH0619* NAVD 88     -       283.5    (meters)     930.     (feet)  VERTCON   
 MH0619  ___________________________________________________________________
 MH0619  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 MH0619  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 MH0619
 MH0619  HORZ ORDER  -  FIRST
 MH0619
 MH0619.The horizontal coordinates were established by classical geodetic methods
 MH0619.and adjusted by the National Geodetic Survey in May 1999..
 MH0619
 MH0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0619
 MH0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0619
 MH0619.The geoid height was determined by GEOID03.
 MH0619
 MH0619;                    North         East     Units Scale Factor Converg.
 MH0619;SPC IA S     -   184,717.264   521,518.949   MT  0.99998086   +0 10 12.7
 MH0619;UTM  15      - 4,612,396.142   479,884.244   MT  0.99960498   -0 09 38.2
 MH0619
 MH0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0619!SPC IA S     -   0.99996051  x   0.99998086  =   0.99994137
 MH0619!UTM  15      -   0.99996051  x   0.99960498  =   0.99956551
 MH0619
 MH0619:                Primary Azimuth Mark                     Grid Az
 MH0619:SPC IA S     -  COLFAX AEROPLANE BEACON                  015 29 00.8
 MH0619:UTM  15      -  COLFAX AEROPLANE BEACON                  015 48 51.7
 MH0619
 MH0619|---------------------------------------------------------------------|
 MH0619| PID    Reference Object                     Distance      Geod. Az  |
 MH0619|                                                           dddmmss.s |
 MH0619| MH0617 COLFAX AEROPLANE BEACON             APPROX. 2.1 KM 0153913.5 |
 MH0619| MH0605 BAXTER MUNICIPAL TANK               APPROX.19.5 KM 0224230.0 |
 MH0619| MH0618 COLFAX MUNICIPAL TANK               APPROX. 2.6 KM 0235513.6 |
 MH0619| MH0615 NEWTON MAYTAG CO STACK              APPROX.15.8 KM 0734521.9 |
 MH0619| MH0614 NEWTON MAYTAG CO TANK               APPROX.15.9 KM 0740757.0 |
 MH0619| MH0613 NEWTON COURTHOUSE                   APPROX.16.1 KM 0751222.0 |
 MH0619| MH0616 NEWTON HIGHEST SMOKESTACK           APPROX.16.0 KM 0753118.5 |
 MH0619| MH0610 NEWTON MUNICIPAL TANK               APPROX.16.0 KM 0753602.6 |
 MH0619| CL8294 COLFAX RM 1                                        0923315.9 |
 MH0619| CL8295 COLFAX RM 2 AZIMUTH                                19350     |
 MH0619| CL8296 COLFAX RM 3                          37.023 METERS 22222     |
 MH0619| MH0621 MITCHELLVILLE LARGE WATER TANK      APPROX.10.1 KM 2694121.8 |
 MH0619| MH0623 MITCHELLVILLE SMOKESTACK            APPROX.10.2 KM 2700202.2 |
 MH0619| MH0620 MITCHELLVILLE CHURCH                APPROX.10.2 KM 2702338.1 |
 MH0619| MH0622 MITCHELLVILLE INDUST FARM TANK      APPROX. 9.7 KM 2732853.8 |
 MH0619| CL8297 COLFAX RM 4                          30.401 METERS 29338     |
 MH0619| MH0627 COLLINS WATER TANK                  APPROX.26.9 KM 3490309.2 |
 MH0619|---------------------------------------------------------------------|
 MH0619
 MH0619                          SUPERSEDED SURVEY CONTROL
 MH0619
 MH0619  NAD 83(1986)-  41 39 47.03982(N)    093 14 29.84423(W) AD(       ) 1
 MH0619  NAD 27      -  41 39 47.08080(N)    093 14 29.10880(W) AD(       ) 1
 MH0619  NGVD 29 (05/22/90)  283.5    (m)          930.     (f) VERT ANG       
 MH0619
 MH0619.Superseded values are not recommended for survey control.
 MH0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0619.See file dsdata.txt to determine how the superseded data were derived.
 MH0619
 MH0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG7988412396(NAD 83)
 MH0619_MARKER: DS = TRIANGULATION STATION DISK
 MH0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0619+STABILITY: SURFACE MOTION
 MH0619
 MH0619  HISTORY     - Date     Condition        Report By
 MH0619  HISTORY     - 1928     MONUMENTED       CGS
 MH0619  HISTORY     - 1930     GOOD             CGS
 MH0619  HISTORY     - 1931     GOOD             CGS
 MH0619  HISTORY     - 1934     GOOD             IOWAGS
 MH0619  HISTORY     - 1935     GOOD             CGS
 MH0619  HISTORY     - 1939     GOOD             CGS
 MH0619  HISTORY     - 1964     GOOD             USGS
 MH0619  HISTORY     - 1968     GOOD             CGS
 MH0619  HISTORY     - 1968     GOOD             USGS
 MH0619  HISTORY     - 1970     GOOD             NGS
 MH0619  HISTORY     - 1975     MARK NOT FOUND   NGS
 MH0619
 MH0619                          STATION DESCRIPTION
 MH0619
 MH0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 MH0619'ABOUT 3/4 MILE SOUTH OF THE TOWN OF COLFAX IN THE SOUTHWEST
 MH0619'QUARTER OF SEC. 12, T. 79 N., R. 21 W., ON LAND OWNED BY
 MH0619'MRS. STAUFFER OF COLFAX.  THE STATION IS 468.0 METERS NORTH OF
 MH0619'SECTION-LINE ROAD AND 95.75 METERS WEST OF A NORTH-SOUTH
 MH0619'LANE WHICH IS THE QUARTER-SECTION LINE.  IT IS ON THE HIGHEST
 MH0619'ONE OF SEVERAL SANDY KNOLLS IN A SMALL PASTURE LOT AND JUST
 MH0619'NORTH OF A GROVE OF LARGE TREES.
 MH0619'
 MH0619'SURFACE STATION MARK IS A STANDARD DISK TRIANGULATION MARK
 MH0619'SET IN CONCRETE POST 12 INCHES BELOW SURFACE OF GROUND.
 MH0619'UNDERGROUND STATION MARK IS A STANDARD DISK TRIANGULATION MARK
 MH0619'SET IN CONCRETE BLOCK 6 FEET BELOW SURFACE OF GROUND.
 MH0619'
 MH0619'REFERENCE MARK NO. 1 IS IN THE FENCE ROW EAST OF THE
 MH0619'STATION, 6.0 METERS WEST OF THE CENTER LINE OF THE LANE.
 MH0619'
 MH0619'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE
 MH0619'STATION, 8.0 METERS NORTH OF CENTER LINE OF THE SECTION-LINE
 MH0619'ROAD AND 0.60 METERS NORTH OF FENCE.
 MH0619'
 MH0619'HEIGHT OF SIGNAL ABOVE STATION MARK - 30.5 METERS.
 MH0619
 MH0619                          STATION RECOVERY (1930)
 MH0619
 MH0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0619'STATION IS EASILY FOUND FROM THE ORIGINAL DESCRIPTION.  THE
 MH0619'STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND TO
 MH0619'BE IN GOOD CONDITION.  THE FOLLOWING CHANGE SHOULD BE MADE IN THE
 MH0619'DIRECTION TO THE REFERENCE MARKS--
 MH0619
 MH0619                          STATION RECOVERY (1931)
 MH0619
 MH0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RGA)
 MH0619'STATION AND MARKS IN GOOD CONDITION.  THE DIRECTIONS GIVEN IN
 MH0619'DESCRIPTION SHOULD BE AS FOLLOWS--
 MH0619
 MH0619                          STATION RECOVERY (1934)
 MH0619
 MH0619'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MH0619'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  SURFACE
 MH0619'STATION MARK IS ONLY 6 INCHES UNDERGROUND.  STATION IS 196 FEET
 MH0619'NORTH OF AN EAST-WEST FENCE ON QUARTER-QUARTER SECTION LINE.
 MH0619'
 MH0619'REFERENCE MARK NO. 1 IS IN THE FENCE ROW EAST OF THE STATION,
 MH0619'ABOUT 20 FEET WEST OF THE CENTER LINE OF THE LANE AND 101
 MH0619'FEET SOUTH OF A 24-INCH LOCUST TREE.
 MH0619'
 MH0619'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, 2 FEET
 MH0619'NORTH OF THE NORTH FENCE LINE, 3 FEET NORTH OF A POLE LINE, AND
 MH0619'63 FEET WEST OF THE FIRST POLE WEST OF A DOUBLE POLE.
 MH0619
 MH0619                          STATION RECOVERY (1935)
 MH0619
 MH0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GOW)
 MH0619'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AND ORIGINAL
 MH0619'DESCRIPTION IS ADEQUATE.
 MH0619
 MH0619                          STATION RECOVERY (1939)
 MH0619
 MH0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (SAD)
 MH0619'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 MH0619'CONDITION.
 MH0619'
 MH0619'STATION MARK IS ONLY 3 INCHES UNDER GROUND IN A SLIGHT DEPRESSION.
 MH0619'AN OBLONG STONE, 1 FT. LONG BY 6 IN. IN THICKNESS IS PLACED
 MH0619'OVER THE MARK AND PROJECTS SLIGHTLY ABOVE GROUND.
 MH0619'
 MH0619'THE DISTANCE TO R.M. NO. 1 IS 314.1 FT. INSTEAD OF 320.7 AS STATED
 MH0619'IN MAGNETIC STATION DESCRIPTION OF 1935.
 MH0619'
 MH0619'THE STATION IS 77.7 FT. EAST OF THE WIRE FENCE ON THE WEST OF
 MH0619'THE PASTURE LOT.
 MH0619
 MH0619                          STATION RECOVERY (1964)
 MH0619
 MH0619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MH0619'STATION AND R.M. 1 HAVE BEEN RECOVERED IN GOOD CONDITION.
 MH0619'STATION IS NOW ON PROPERTY OWNED BY MR. GENE RAY.
 MH0619
 MH0619                          STATION RECOVERY (1968)
 MH0619
 MH0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (AS)
 MH0619'STATION, R.M. 1, AND R.M. 2 RECOVERED.
 MH0619'
 MH0619'DESCRIPTION NEEDS REVISION.
 MH0619'
 MH0619'THE NORTH SOUTH LINE ON THE 1/4 SECTION LINE MENTIONED IN
 MH0619'THE ORIGINAL DESCRIPTION IS OVERGROWN AND OBLITERATED.
 MH0619'
 MH0619'LINE OF SIGHT TO R.M. 1 IS BLOCKED BY TREES AND BRUSH.
 MH0619'
 MH0619'LINE OF SIGHT TO R.M. 2 IS CLEAR THROUGH A TREE IN WINTER ONLY.
 MH0619'HORIZONTAL DISTANCE TO R.M. 2 (BY TELLUROMETER) =1519.94
 MH0619'FEET.
 MH0619'
 MH0619'AZIMUTH MARK - MITCHELLVILLE INDUSTRIAL FARM W T SHOULD
 MH0619'READ MITCHELLVILLE MUNICIPAL TANK (INDUSTRIAL FARM IS NOW STATE
 MH0619'GIRLS SCHOOL AND IS APPROXIMATELY 1/2 MILE SOUTH OF THE TOWN).
 MH0619'
 MH0619'AZIMUTH MARK-R.M. 2 SHOULD READ R.M. 1.  ANGLES ARE ALL
 MH0619'MIXED UP.
 MH0619'
 MH0619'APPROX. 1540 FT. N. OF S 1/4 CORNER SECT. 12-79-21 MONU.
 MH0619'IN 3 IN DEPRESSION AT TOP OF HILL ON WEST EDGE OF GROVE OF
 MH0619'TREES AND BRUSH
 MH0619'
 MH0619'TO REACH FROM CROSSROADS AT SW COR SECT. 12-79-21--GO N. 0.4
 MH0619'MILE TO ENTRANCE ROAD TO COLFAX TOWN DUMP ON EAST.  TURN
 MH0619'RIGHT (E.) AND FOLLOW SAND ROAD GENERALLY EAST THRU DUMP
 MH0619'APPROX. 0.2 MI. TO PRIVATE SHACK.  CONTINUE EAST APPROX. 0.1
 MH0619'MILE TO FORK TO RIGHT (S.E.).  TAKE SE FORK APPROX. 0.2 MI.
 MH0619'TO BEND RIGHT (S.).  WALK LEFT (E.) OFF OF ROAD AND UP HILL
 MH0619'APPROX. 300 FT. TO STATION
 MH0619
 MH0619                          STATION RECOVERY (1968)
 MH0619
 MH0619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MH0619'RECOVERED AS DESCRIBED.
 MH0619
 MH0619                          STATION RECOVERY (1970)
 MH0619
 MH0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MH0619'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 MH0619'2 (AZIMUTH MARK) WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MH0619'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE OBSTRUCTED
 MH0619'BY TREES.  REFERENCE MARK NO. 2 (AZIMUTH MARK) IS VISIBLE
 MH0619'WHEN TREES ARE BARREN ONLY UNLESS LINE OF SIGHT AT STATION SITE
 MH0619'IS CLEARED.  THE AZIMUTH TO REFERENCE MARK NO. 2 (AZIMUTH MARK)
 MH0619'IS LISTED WRONG ON THE ADJUSTED HORIZONTAL CONTROL DATA.  THE
 MH0619'ANGLE LISTED IS THE AZIMUTH TO REFERENCE MARK NO. 1.  THE
 MH0619'ANGLES SHOWN IN THE 1928 DESCRIPTION TO THE REFERENCE
 MH0619'MARKS ARE REVERSED.  THE MITCHELLVILLE INDUSTRIAL WATER TANK
 MH0619'1928 IS NOW THE MITCHELLVILLE, MUN. WATER TANK.
 MH0619'
 MH0619'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 MH0619'
 MH0619'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6
 MH0619'AND STATE HIGHWAY 117 AT THE SOUTH SIDE OF COLFAX, GO SOUTH
 MH0619'FOR 0.55 MILE TO A ROAD FORK.  KEEP RIGHT AND GO WEST ON A
 MH0619'GRAVELED ROAD FOR 0.3 MILE TO WHERE THE ROAD CURVES SOUTH.  TURN
 MH0619'LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.05 MILE TO A
 MH0619'SAND ROAD ON THE LEFT AND THE COLFAX COUNTRY CLUB ON RIGHT.
 MH0619'(CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO A CROSSROAD.
 MH0619'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.45 MILE TO
 MH0619'REFERENCE MARK NO. 2 (AZIMUTH MARK) ON THE LEFT.) TURN LEFT
 MH0619'AND GO EASTERLY ON A SAND ROAD FOR 0.15 MILE TO A DUMP ON THE
 MH0619'RIGHT.  CONTINUE EAST ON A SAND ROAD FOR 0.2 MILE TO A SAND ROAD
 MH0619'FORK.  TURN RIGHT AND GO SOUTHEAST ON A SAND ROAD FOR
 MH0619'0.2 MILE TO A GATE AND ROAD LEADING TO A MICROWAVE MAST
 MH0619'AND THE STATION IS ABOUT 300 FEET NORTHEAST OF THIS
 MH0619'POINT IN A WOODED AREA.
 MH0619'
 MH0619'STATION MARK, A STANDARD DISK STAMPED COLFAX 1928, IS SET IN
 MH0619'THE TOP OF A SQUARE CONCRETE POST WHICH IS 4 INCHES BELOW
 MH0619'THE SURFACE OF THE GROUND.  IT IS 5.5 FEET WEST-SOUTHWEST OF
 MH0619'AN IRON STAKE, 3.5 FEET SOUTH OF AN IRON POLE, AND 1 FOOT
 MH0619'SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS
 MH0619'NOT INSPECTED.
 MH0619'
 MH0619'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COLFAX NO. 1 1928,
 MH0619'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 MH0619'IT IS SET IN THE OLD FENCE ROW EAST OF THE STATION.  THIS
 MH0619'MARK HAS LOST ITS VALUE DUE TO OBSTRUCTIONS.
 MH0619'
 MH0619'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COLFAX NO. 2
 MH0619'1928, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 MH0619'PROJECTS 1 INCH.  IT IS 32.5 FEET NORTH OF THE CENTER OF
 MH0619'GRAVELED ROAD, 34 FEET EAST OF A T-FENCE CORNER POST, 1
 MH0619'FOOT SOUTH OF A FENCE, AND 1 FOOT WEST OF A WITNESS POST.
 MH0619'
 MH0619'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED COLFAX 1928
 MH0619'NO. 3 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MH0619'PROJECTS 5 INCHES.  IT IS ABOUT 5 FEET LOWER IN ELEVATION THAN
 MH0619'THE STATION.
 MH0619'
 MH0619'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED COLFAX 1928 NO. 4
 MH0619'1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MH0619'4 INCHES.  IT IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 MH0619'STATION.
 MH0619'
 MH0619'NOTE--THE STATION IS ON LAND OWNED BY MR. GENE RAY WHO LIVES
 MH0619'IN COLFAX.
 MH0619'
 MH0619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3/4
 MH0619'MILE SOUTH OF COLFAX.
 MH0619
 MH0619                          STATION RECOVERY (1975)
 MH0619
 MH0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MH0619'REFERENCE MARK 2 WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MH0619'STATION MARK AND REFERENCE MARK 1 WERE NOT RECOVERED THIS DATE AS
 MH0619'THE PROPERTY OWNER MR. GENE RAY COULD NOT BE CONTACTED AT THIS TIME
 MH0619'AND HIS FAMILY SUGGESTED MR. RAY BE CONTACTED BEFORE DRIVING
 MH0619'ACROSS HIS PROPERTY TO THE STATION SITE.  MR. RAY WORKS THE DAY
 MH0619'SHIFT AT MAYTAG MANUFACTURING AT NEWTON, IA.  THE STATION MARK AND
 MH0619'REFERENCE MARK 1 WERE REPORTED IN GOOD CONDITION IN 1964 BY THE
 MH0619'USGS.
 MH0619'
 MH0619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.75 MILE
 MH0619'SOUTH OF COLFAX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0617 ***********************************************************************
 MH0617  DESIGNATION -  COLFAX AEROPLANE BEACON
 MH0617  PID         -  MH0617
 MH0617  STATE/COUNTY-  IA/JASPER
 MH0617  USGS QUAD   -  COLFAX (1965)
 MH0617
 MH0617                         *CURRENT SURVEY CONTROL
 MH0617  ___________________________________________________________________
 MH0617* NAD 83(1996)-  41 40 51.27879(N)    093 14 05.82558(W)     ADJUSTED  
 MH0617* NAVD 88     -                                                        
 MH0617  ___________________________________________________________________
 MH0617  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 MH0617  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 MH0617
 MH0617  HORZ ORDER  -  THIRD
 MH0617
 MH0617.The horizontal coordinates were established by classical geodetic methods
 MH0617.and adjusted by the National Geodetic Survey in May 1999..
 MH0617
 MH0617
 MH0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0617
 MH0617.The geoid height was determined by GEOID03.
 MH0617
 MH0617;                    North         East     Units Scale Factor Converg.
 MH0617;SPC IA S     -   186,700.839   522,068.430   MT  0.99998342   +0 10 28.5
 MH0617;UTM  15      - 4,614,375.764   480,444.958   MT  0.99960471   -0 09 22.5
 MH0617
 MH0617                          SUPERSEDED SURVEY CONTROL
 MH0617
 MH0617  NAD 83(1986)-  41 40 51.28111(N)    093 14 05.83121(W) AD(       ) 4
 MH0617  NAD 27      -  41 40 51.33000(N)    093 14 05.09000(W) AD(       ) 3
 MH0617
 MH0617.Superseded values are not recommended for survey control.
 MH0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0617.See file dsdata.txt to determine how the superseded data were derived.
 MH0617
 MH0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG8044514376(NAD 83)
 MH0617_MARKER: 22 = AIRWAY BEACON
 MH0617
 MH0617  HISTORY     - Date     Condition        Report By
 MH0617  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0617
 MH0617                          STATION DESCRIPTION
 MH0617
 MH0617'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0618 ***********************************************************************
 MH0618  DESIGNATION -  COLFAX MUNICIPAL TANK
 MH0618  PID         -  MH0618
 MH0618  STATE/COUNTY-  IA/JASPER
 MH0618  USGS QUAD   -  COLFAX (1965)
 MH0618
 MH0618                         *CURRENT SURVEY CONTROL
 MH0618  ___________________________________________________________________
 MH0618* NAD 83(1996)-  41 41 02.70438(N)    093 13 45.06415(W)     ADJUSTED  
 MH0618* NAVD 88     -                                                        
 MH0618  ___________________________________________________________________
 MH0618  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 MH0618  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 MH0618
 MH0618  HORZ ORDER  -  THIRD
 MH0618
 MH0618.The horizontal coordinates were established by classical geodetic methods
 MH0618.and adjusted by the National Geodetic Survey in May 1999..
 MH0618
 MH0618
 MH0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0618
 MH0618.The geoid height was determined by GEOID03.
 MH0618
 MH0618;                    North         East     Units Scale Factor Converg.
 MH0618;SPC IA S     -   187,054.812   522,547.508   MT  0.99998388   +0 10 42.2
 MH0618;UTM  15      - 4,614,726.832   480,925.889   MT  0.99960448   -0 09 08.7
 MH0618
 MH0618                          SUPERSEDED SURVEY CONTROL
 MH0618
 MH0618  NAD 83(1986)-  41 41 02.70592(N)    093 13 45.06982(W) AD(       ) 4
 MH0618  NAD 27      -  41 41 02.74400(N)    093 13 44.33400(W) AD(       ) 3
 MH0618
 MH0618.Superseded values are not recommended for survey control.
 MH0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0618.See file dsdata.txt to determine how the superseded data were derived.
 MH0618
 MH0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG8092614727(NAD 83)
 MH0618_MARKER: 51 = TANK
 MH0618
 MH0618  HISTORY     - Date     Condition        Report By
 MH0618  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0618  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MH0618
 MH0618                          STATION DESCRIPTION
 MH0618
 MH0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (AS)
 MH0618'STATION IS LOST.
 MH0618'
 MH0618'ACCORDING TO LOCAL RESIDENTS THIS TANK HAS BEEN TORN DOWN
 MH0618'AND REPLACED WITH A NEW AND LARGER ONE IN THE SAME APPROXIMATE
 MH0618'VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0609 ***********************************************************************
 MH0609  DESIGNATION -  COLLINS ATT MWV TWR KAA 85
 MH0609  PID         -  MH0609
 MH0609  STATE/COUNTY-  IA/STORY
 MH0609  USGS QUAD   -  RHODES (1975)
 MH0609
 MH0609                         *CURRENT SURVEY CONTROL
 MH0609  ___________________________________________________________________
 MH0609* NAD 83(1996)-  41 52 47.03822(N)    093 14 27.76367(W)     ADJUSTED  
 MH0609* NAVD 88     -                                                        
 MH0609  ___________________________________________________________________
 MH0609  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 MH0609  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 MH0609
 MH0609  HORZ ORDER  -  THIRD
 MH0609
 MH0609.The horizontal coordinates were established by classical geodetic methods
 MH0609.and adjusted by the National Geodetic Survey in May 1999..
 MH0609
 MH0609
 MH0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0609
 MH0609.The geoid height was determined by GEOID03.
 MH0609
 MH0609;                    North         East     Units Scale Factor Converg.
 MH0609;SPC IA N     - 1,042,212.669 1,521,495.740   MT  1.00003918   +0 10 31.8
 MH0609;SPC IA S     -   208,782.184   521,495.299   MT  1.00001854   +0 10 14.1
 MH0609;UTM  15      - 4,636,451.325   479,999.636   MT  0.99960492   -0 09 39.3
 MH0609
 MH0609                          SUPERSEDED SURVEY CONTROL
 MH0609
 MH0609  NAD 83(1986)-  41 52 47.04115(N)    093 14 27.76852(W) AD(       ) 4
 MH0609  NAD 27      -  41 52 47.08331(N)    093 14 27.02798(W) AD(       ) 3
 MH0609
 MH0609.Superseded values are not recommended for survey control.
 MH0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0609.See file dsdata.txt to determine how the superseded data were derived.
 MH0609
 MH0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG8000036451(NAD 83)
 MH0609_MARKER: 45 = MICROWAVE TOWER
 MH0609
 MH0609  HISTORY     - Date     Condition        Report By
 MH0609  HISTORY     - 1969     FIRST OBSERVED   CGS
 MH0609
 MH0609                          STATION DESCRIPTION
 MH0609
 MH0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JRS)
 MH0609'THE STATION IS THE RED LIGHT ATOP THE COLLINS, AMERICAN TELEPHONE
 MH0609'AND TELEGRAPH MICROWAVE RELAY TOWER THAT IS LOCATED ABOUT 6
 MH0609'MILES NORTHWEST OF BAXTER, 4 MILES SOUTH-SOUTHWEST OF RHODES,
 MH0609'4 MILES SOUTHEAST OF COLLINS AND ON THE HIGHEST RIDGE IN THE
 MH0609'AREA.  THE TOWER IS CONSTRUCTED OF CONCRETE AND HAS A FAN SHAPED
 MH0609'ANTENNA LOCATED ON EACH OF THE FOUR CORNERS.  IT IS UNPAINTED
 MH0609'AND IS 229 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0627 ***********************************************************************
 MH0627  DESIGNATION -  COLLINS WATER TANK
 MH0627  PID         -  MH0627
 MH0627  STATE/COUNTY-  IA/STORY
 MH0627  USGS QUAD   -  COLLINS (1975)
 MH0627
 MH0627                         *CURRENT SURVEY CONTROL
 MH0627  ___________________________________________________________________
 MH0627* NAD 83(1996)-  41 54 03.24241(N)    093 18 11.53069(W)     ADJUSTED  
 MH0627* NAVD 88     -                                                        
 MH0627  ___________________________________________________________________
 MH0627  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 MH0627  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 MH0627
 MH0627  HORZ ORDER  -  THIRD
 MH0627
 MH0627.The horizontal coordinates were established by classical geodetic methods
 MH0627.and adjusted by the National Geodetic Survey in May 1999..
 MH0627
 MH0627
 MH0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0627
 MH0627.The geoid height was determined by GEOID03.
 MH0627
 MH0627;                    North         East     Units Scale Factor Converg.
 MH0627;SPC IA N     - 1,044,549.977 1,516,330.601   MT  1.00003422   +0 08 00.2
 MH0627;SPC IA S     -   211,119.845   516,330.419   MT  1.00002299   +0 07 46.7
 MH0627;UTM  15      - 4,638,817.876   474,850.515   MT  0.99960778   -0 12 09.0
 MH0627
 MH0627                          SUPERSEDED SURVEY CONTROL
 MH0627
 MH0627  NAD 83(1986)-  41 54 03.24373(N)    093 18 11.53375(W) AD(       ) 4
 MH0627  NAD 27      -  41 54 03.28700(N)    093 18 10.77800(W) AD(       ) 3
 MH0627
 MH0627.Superseded values are not recommended for survey control.
 MH0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0627.See file dsdata.txt to determine how the superseded data were derived.
 MH0627
 MH0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG7485138818(NAD 83)
 MH0627_MARKER: 51 = TANK
 MH0627
 MH0627  HISTORY     - Date     Condition        Report By
 MH0627  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0627  HISTORY     - 20060811 MARK NOT FOUND   GEOCAC
 MH0627
 MH0627                          STATION DESCRIPTION
 MH0627
 MH0627'DESCRIBED BY GEOCACHING 2006 (GH)
 MH0627'NO WATER TOWER OR TANK CURRENTLY EXISTS AT THE DESCRIBED LOCATION.
 MH0627'NEWER WATER TANK MARKED CENTRAL IOWA WATER ASSOCIATION IS LOCATED
 MH0627'NORTH OF THE TOWN.
 MH0627' 
 MH0627'PRESUME DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0707 ***********************************************************************
 NK0707  DESIGNATION -  COLO WATER TANK
 NK0707  PID         -  NK0707
 NK0707  STATE/COUNTY-  IA/STORY
 NK0707  USGS QUAD   -  COLO (1975)
 NK0707
 NK0707                         *CURRENT SURVEY CONTROL
 NK0707  ___________________________________________________________________
 NK0707* NAD 83(1996)-  42 01 05.51532(N)    093 18 48.79314(W)     ADJUSTED  
 NK0707* NAVD 88     -                                                        
 NK0707  ___________________________________________________________________
 NK0707  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 NK0707  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 NK0707
 NK0707  HORZ ORDER  -  THIRD
 NK0707
 NK0707.The horizontal coordinates were established by classical geodetic methods
 NK0707.and adjusted by the National Geodetic Survey in May 1999..
 NK0707
 NK0707
 NK0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0707
 NK0707.The geoid height was determined by GEOID03.
 NK0707
 NK0707;                    North         East     Units Scale Factor Converg.
 NK0707;SPC IA N     - 1,057,576.861 1,515,442.949   MT  1.00000915   +0 07 34.9
 NK0707;UTM  15      - 4,651,844.357   474,039.619   MT  0.99960829   -0 12 35.6
 NK0707
 NK0707                          SUPERSEDED SURVEY CONTROL
 NK0707
 NK0707  NAD 83(1986)-  42 01 05.51951(N)    093 18 48.79436(W) AD(       ) 4
 NK0707  NAD 27      -  42 01 05.56700(N)    093 18 48.04500(W) AD(       ) 3
 NK0707
 NK0707.Superseded values are not recommended for survey control.
 NK0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0707.See file dsdata.txt to determine how the superseded data were derived.
 NK0707
 NK0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG7404051844(NAD 83)
 NK0707_MARKER: 51 = TANK
 NK0707
 NK0707  HISTORY     - Date     Condition        Report By
 NK0707  HISTORY     - 1926     FIRST OBSERVED   CGS
 NK0707  HISTORY     - 20060811 MARK NOT FOUND   GEOCAC
 NK0707
 NK0707                          STATION DESCRIPTION
 NK0707
 NK0707'DESCRIBED BY GEOCACHING 2006 (GH)
 NK0707'NO WATER TOWER OR TANK CURRENTLY EXISTS AT THE DESCRIBED LOCATION.
 NK0707'NEWER WATER TANK IS LOCATED NORTHEAST OF THE TOWN.
 NK0707' 
 NK0707'PRESUME DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0635 ***********************************************************************
 MH0635  DESIGNATION -  COLUMBIA
 MH0635  PID         -  MH0635
 MH0635  STATE/COUNTY-  IA/MARION
 MH0635  USGS QUAD   -  ATTICA (1982)
 MH0635
 MH0635                         *CURRENT SURVEY CONTROL
 MH0635  ___________________________________________________________________
 MH0635* NAD 83(1996)-  41 10 02.26506(N)    093 05 56.55313(W)     ADJUSTED  
 MH0635* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 MH0635  ___________________________________________________________________
 MH0635  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 MH0635  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 MH0635
 MH0635  HORZ ORDER  -  FIRST
 MH0635
 MH0635.The horizontal coordinates were established by classical geodetic methods
 MH0635.and adjusted by the National Geodetic Survey in May 1999..
 MH0635
 MH0635.The orthometric height was scaled from a topographic map.
 MH0635
 MH0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0635
 MH0635.The geoid height was determined by GEOID03.
 MH0635
 MH0635;                    North         East     Units Scale Factor Converg.
 MH0635;SPC IA S     -   129,703.929   533,647.338   MT  0.99994854   +0 15 50.8
 MH0635;UTM  15      - 4,557,333.486   491,691.468   MT  0.99960085   -0 03 54.7
 MH0635
 MH0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0635!SPC IA S     -   0.99996060  x   0.99994854  =   0.99990914
 MH0635!UTM  15      -   0.99996060  x   0.99960085  =   0.99956146
 MH0635
 MH0635:                Primary Azimuth Mark                     Grid Az
 MH0635:SPC IA S     -  STATION 4                                178 13 12.4
 MH0635:UTM  15      -  STATION 4                                178 32 57.9
 MH0635
 MH0635|---------------------------------------------------------------------|
 MH0635| PID    Reference Object                     Distance      Geod. Az  |
 MH0635|                                                           dddmmss.s |
 MH0635| CK7025 STATION 4                                          1782903.2 |
 MH0635| CL8301 COLUMBIA RM 1                        27.999 METERS 25239     |
 MH0635| MH0634 TV STA WHO RELAY MAST KAM 40        APPROX.14.1 KM 3341327.9 |
 MH0635| CL8302 COLUMBIA RM 2                        40.441 METERS 34536     |
 MH0635|---------------------------------------------------------------------|
 MH0635
 MH0635                          SUPERSEDED SURVEY CONTROL
 MH0635
 MH0635  NAD 83(1986)-  41 10 02.27035(N)    093 05 56.56620(W) AD(       ) 1
 MH0635  NAD 27      -  41 10 02.27220(N)    093 05 55.82400(W) AD(       ) 1
 MH0635
 MH0635.Superseded values are not recommended for survey control.
 MH0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0635.See file dsdata.txt to determine how the superseded data were derived.
 MH0635
 MH0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF9169157333(NAD 83)
 MH0635_MARKER: DS = TRIANGULATION STATION DISK
 MH0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0635_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0635
 MH0635  HISTORY     - Date     Condition        Report By
 MH0635  HISTORY     - 1956     MONUMENTED       CGS
 MH0635
 MH0635                          STATION DESCRIPTION
 MH0635
 MH0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0635'STATION IS ABOUT 15.0 MILES NORTHEAST OF CHARITON, ABOUT 9.0
 MH0635'MILES SOUTHEAST OF MELCHER, ABOUT 3.0 MILES EAST-SOUTHEAST
 MH0635'OF THE SMALL VILLAGE OF COLUMBIA, 0.4 MILE NORTH OF THE CORNERS
 MH0635'OF LUCAS, MONROE AND MARION COUNTYS, IN SECTION 31, T. 74 N.,
 MH0635'R. 20 W., AND ON LAND OWNED BY MR. DWIGHT CARRUTHERS WHO LIVES
 MH0635'AT THE FIRST HOUSE WEST OF THE STATION.
 MH0635'
 MH0635'TO REACH THE STATION FROM THE CROSSROAD IN THE SMALL VILLAGE
 MH0635'OF COLUMBIA, GO EAST ON GRAVEL ROAD FOR 1.5 MILES TO A SIDE ROAD
 MH0635'ON THE RIGHT, TURN RIGHT AND GO SOUTH AND EAST ON GRAVEL ROAD
 MH0635'FOR 1.7 MILES TO A T-INTERSECTION, TURN RIGHT AND GO SOUTH ON
 MH0635'GRAVEL ROAD FOR 0.05 MILE TO A FARM ROAD AND THE STATION ON THE
 MH0635'LEFT.  (CONTINUE SOUTH ON GRAVEL ROAD FOR 1.3 MILES TO A
 MH0635'T-INTERSECTION AND A CHURCH AND CEMETERY AND STATION NO. 4
 MH0635'(USC AND GS) AS DESCRIBED.)
 MH0635'
 MH0635'STATION MARKS ARE STANDARD DISKS STAMPED COLUMBIA 1956.  THE
 MH0635'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MH0635'IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 63 FEET EAST OF THE
 MH0635'CENTER OF A GRAVEL ROAD, 41 FEET SOUTHEAST OF A ELM TREE WITH
 MH0635'A TRIANGLE BLAZE ON THE SOUTHEAST SIDE, 39 FEET NORTHEAST OF THE
 MH0635'CENTER OF A WOODEN GATE, 21.5 FEET SOUTH OF A EVERGREEN TREE
 MH0635'WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND 18.5 FEET NORTH OF
 MH0635'THE CENTER OF A FARM ROAD.  THE UNDERGROUND DISK IS SET IN AN
 MH0635'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND
 MH0635'SURFACE.
 MH0635'
 MH0635'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COLUMBIA NO 1 1956,
 MH0635'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 MH0635'5 INCHES.  IT IS 25.5 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 MH0635'5 FEET EAST-SOUTHEAST OF A POWER LINE POLE AND 6 INCHES EAST
 MH0635'OF A NORTH-SOUTH FENCE LINE.  A STANDARD WITNESS POST WAS SET
 MH0635'1.5 FEET SOUTH OF THE MARK.
 MH0635'
 MH0635'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COLUMBIA NO 2 1956,
 MH0635'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 MH0635'6 INCHES.  IT IS 181 FEET SOUTH OF A CORNER FENCE POST, 143
 MH0635'FEET NORTH OF THE CENTER OF A FARM ROAD AND 29 FEET EAST OF
 MH0635'THE CENTER OF A GRAVEL ROAD.
 MH0635'
 MH0635'AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 MH0635'DISK, STAMPED STATION NO. 4, SET IN THE TOP OF A 4-INCH SQUARE
 MH0635'CONCRETE POST WHICH IS LEVEL WITH THE GROUND SURFACE.  IT IS
 MH0635'22.5 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 15.5 FEET WEST
 MH0635'OF THE WEST EDGE OF SIDEWALK AND 14.5 FEET NORTH-NORTHWEST
 MH0635'OF THE NORTHWEST CORNER OF CHURCH.  A STANDARD WITNESS POST WAS
 MH0635'SET 1 FOOT SOUTH OF THE MARK.
 MH0635'
 MH0635'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0945 ***********************************************************************
 NJ0945  DESIGNATION -  COLUMBIA
 NJ0945  PID         -  NJ0945
 NJ0945  STATE/COUNTY-  IA/DUBUQUE
 NJ0945  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0945
 NJ0945                         *CURRENT SURVEY CONTROL
 NJ0945  ___________________________________________________________________
 NJ0945* NAD 83(1996)-  42 30 10.00233(N)    090 40 50.31542(W)     ADJUSTED  
 NJ0945* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 NJ0945  ___________________________________________________________________
 NJ0945  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 NJ0945  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 NJ0945
 NJ0945  HORZ ORDER  -  SECOND
 NJ0945
 NJ0945.The horizontal coordinates were established by classical geodetic methods
 NJ0945.and adjusted by the National Geodetic Survey in May 1999..
 NJ0945
 NJ0945.The orthometric height was scaled from a topographic map.
 NJ0945
 NJ0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0945
 NJ0945.The geoid height was determined by GEOID03.
 NJ0945
 NJ0945;                    North         East     Units Scale Factor Converg.
 NJ0945;SPC IA N     - 1,115,248.373 1,731,683.427   MT  0.99994949   +1 54 38.9
 NJ0945;SPC WI S     -    56,083.589   544,051.856   MT  1.00005446   -0 28 03.6
 NJ0945;SPC WI S     -   184,000.91  1,784,943.46   sFT  1.00005446   -0 28 03.6
 NJ0945;SPC IL W     -   648,055.020   657,755.944   MT  0.99996312   -0 20 50.1
 NJ0945;SPC IL W     - 2,126,160.51  2,157,987.63   sFT  0.99996312   -0 20 50.1
 NJ0945;UTM  15      - 4,708,208.331   690,568.765   MT  1.00004684   +1 34 03.0
 NJ0945
 NJ0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0945!SPC IA N     -   0.99996464  x   0.99994949  =   0.99991413
 NJ0945!SPC WI S     -   0.99996464  x   1.00005446  =   1.00001909
 NJ0945!SPC IL W     -   0.99996464  x   0.99996312  =   0.99992776
 NJ0945!UTM  15      -   0.99996464  x   1.00004684  =   1.00001148
 NJ0945
 NJ0945:                Primary Azimuth Mark                     Grid Az
 NJ0945:SPC IA N     -  COLUMBIA AZ MK                           010 59 29.9
 NJ0945:SPC WI S     -  COLUMBIA AZ MK                           013 22 12.4
 NJ0945:SPC IL W     -  COLUMBIA AZ MK                           013 14 58.9
 NJ0945:UTM  15      -  COLUMBIA AZ MK                           011 20 05.8
 NJ0945
 NJ0945|---------------------------------------------------------------------|
 NJ0945| PID    Reference Object                     Distance      Geod. Az  |
 NJ0945|                                                           dddmmss.s |
 NJ0945| CI8427 COLUMBIA AZ MK                                     0125408.8 |
 NJ0945| NJ0938 DUBUQUE ST MARYS ORPHANAGE TK       APPROX. 3.4 KM 0213902.5 |
 NJ0945| NJ0936 SINSINAWA ST CLAIRS CONVENT         APPROX.11.5 KM 0783525.3 |
 NJ0945| NJ0941 DUBUQUE VISITATION CONV BELFRY      318.356 METERS 15432     |
 NJ0945| NJ0895 DUBUQUE MUNICIPAL STANDPIPE         APPROX. 0.7 KM 2202759.6 |
 NJ0945| NJ0894 DUBUQUE UNIV OF DUBUQUE STACK       APPROX. 1.1 KM 2390023.1 |
 NJ0945| CI8428 COLUMBIA RM 1                        32.699 METERS 25917     |
 NJ0945| NJ0944 DUBUQUE SR HIGH SCHOOL DOME         APPROX. 1.2 KM 2852851.2 |
 NJ0945| NJ0943 CLARK COLLEGE CHAPEL SW SPIRE       APPROX. 1.1 KM 3101558.8 |
 NJ0945| NJ0942 CLARK COLLEGE CHAPEL NE SPIRE       APPROX. 1.1 KM 3105115.9 |
 NJ0945| CI8429 COLUMBIA RM 2                        35.180 METERS 33328     |
 NJ0945|---------------------------------------------------------------------|
 NJ0945
 NJ0945                          SUPERSEDED SURVEY CONTROL
 NJ0945
 NJ0945  NAD 83(1996)-  42 30 10.00233(N)    090 40 50.31542(W) AD(       ) 2
 NJ0945  NAD 83(1996)-  42 30 10.00133(N)    090 40 50.31148(W) AD(       ) 2
 NJ0945  NAD 83(1986)-  42 30 09.99935(N)    090 40 50.31251(W) AD(       ) 2
 NJ0945  NAD 27      -  42 30 09.98800(N)    090 40 49.85400(W) AD(       ) 2
 NJ0945
 NJ0945.Superseded values are not recommended for survey control.
 NJ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0945.See file dsdata.txt to determine how the superseded data were derived.
 NJ0945
 NJ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9056908208(NAD 83)
 NJ0945_MARKER: DS = TRIANGULATION STATION DISK
 NJ0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0945
 NJ0945  HISTORY     - Date     Condition        Report By
 NJ0945  HISTORY     - 1935     MONUMENTED       CGS
 NJ0945  HISTORY     - 20030727 MARK NOT FOUND   USPSQD
 NJ0945
 NJ0945                          STATION DESCRIPTION
 NJ0945
 NJ0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0945'STATION IS IN THE NORTHWEST PART OF THE CITY OF DUBUQUE, ON
 NJ0945'THE CAMPUS OF COLUMBIA COLLEGE, 29 FEET SE OF SE CORNER OF
 NJ0945'LORAS HALL WHICH IS LOCATED IN THE NE ANGLE OF THE INTERSECTION
 NJ0945'OF WEST 14TH AND ALTO VISTA STREETS, 167 FEET EAST OF THE EAST
 NJ0945'CURB OF ALTO VISTA STREET, 53 FEET NORTH OF THE NORTH CURB
 NJ0945'OF WEST 14TH STREET, 10 FEET EAST OF EAST EDGE OF THE
 NJ0945'NORTH-SOUTH CONCRETE WALK, 11 FEET WNW OF THE IRON FLAG POLE.
 NJ0945'THE MARK IS FLUSH WITH THE SURFACE.
 NJ0945'
 NJ0945'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NJ0945'TABLETS SET IN CONCRETE.
 NJ0945'
 NJ0945'AZIMUTH MARK IS NNE OF STATION, ON NE CORNER OF THE INTERSECTION
 NJ0945'OF SEMINARY AND FOYE STREETS, ON PROPERTY BELONGING TO 579
 NJ0945'SEMINARY STREET, 1 FOOT NORTH OF THE NORTH CURB OF SEMINARY
 NJ0945'STREET, 4 FEET EAST OF THE EAST CURB OF FOYE STREET, 1 FOOT
 NJ0945'SOUTH OF THE CONCRETE SIDEWALK.  IT IS FLUSH WITH THE SURFACE.
 NJ0945'
 NJ0945'REFERENCE MARK NO. 1 IS WSW OF STATION, AT SW CORNER OF
 NJ0945'LORAS HALL, 65 FEET EAST OF THE EAST CURB OF ALTO VISTA
 NJ0945'STREET, 69 FEET NORTH OF THE NORTH CURB OF WEST 14TH STREET.
 NJ0945'IT IS FLUSH WITH THE SURFACE.
 NJ0945'
 NJ0945'REFERENCE MARK NO. 2 IS NNW OF STATION, 94 FEET NORTH OF SE
 NJ0945'CORNER OF THE HALL, 1 FOOT EAST OF EAST EDGE OF THE
 NJ0945'NORTH-SOUTH CONCRETE WALK, 33 FEET SE OF THE REAR ENTRANCE,
 NJ0945'31 FEET EAST OF THE REAR WALL OF THE HALL.  IT IS FLUSH WITH
 NJ0945'THE SURFACE.  IT IS IMPOSSIBLE TO MEASURE BETWEEN THE REFERENCE
 NJ0945'MARKS.
 NJ0945'
 NJ0945'A 74-FOOT SIGNAL AT SINSINAWA 1931 COMES INTO VIEW AT 50 FEET.
 NJ0945'
 NJ0945'A 47-FOOT SIGNAL AT DICKEYSVILLE 1931 COMES INTO VIEW AT 30 FEET.
 NJ0945'
 NJ0945'A 47-FOOT SIGNAL AT DUBUQUE 1931 COMES INTO VIEW AT 85 FEET.
 NJ0945'
 NJ0945'THE BASE OF THE CROSS WAS THE OBJECT POINTED ON, ON THE
 NJ0945'TOWER ON THE ADMINISTRATION BUILDING OF THE UNIVERSITY OF
 NJ0945'DUBUQUE.
 NJ0945'
 NJ0945'THE BASE OF THE CROSS WAS THE OBJECT POINTED ON, ON THE
 NJ0945'TOWER ON ST. JOSEPH HALL OF COLUMBIA COLLEGE.
 NJ0945'
 NJ0945'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 NJ0945
 NJ0945                          STATION RECOVERY (2003)
 NJ0945
 NJ0945'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0945'THE STATION, REFERENCE MARK 1 AND AZIMUTH MARK WERE NOT FOUND.  THE
 NJ0945'STATION MAY BE PRESENT BUT NOT FOUND.  IF PRESENT, IT IS WELL UNDER
 NJ0945'THE SURFACE OF THE GROUND. SEE NOTES BELOW.
 NJ0945'REFERENCE MARK 2 WAS RECOVERED.  ADD-- IT IS 9.7 FEET WEST OF THE
 NJ0945'NORTHWEST CORNER OF A 15X15 FOOT CONCRETE SLAB WITH PICNIC TABLE AND
 NJ0945'GRILLS.
 NJ0945'AZIMUTH MARK WAS NOT FOUND.  SEMINARY STREET NO LONGER EXISTS.
 NJ0945'NOTE 1- W. 14TH STREET IS NOW NAMED LORAS BLVD.  NOTE 2- COLUMBIA
 NJ0945'COLLEGE IS NOW NAMED LORAS COLLEGE.  NOTE 3- THE BUILDING REFERENCED
 NJ0945'IN THE 1935 DESCRIPTION IS NOW NAMED KEANE HALL. IT IS A NEW BRICK
 NJ0945'STRUCTURE ON THE ORIGINAL STONE FOUNDATION.  NOTE 4- SINCE 1969, THE
 NJ0945'FLAG POLE HAS BEEN MOVED AND REPLACED WITH A GREEN OXIDIZED STATUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0810 ***********************************************************************
 ON0810  DESIGNATION -  COLUMBUS
 ON0810  PID         -  ON0810
 ON0810  STATE/COUNTY-  IA/ALLAMAKEE
 ON0810  USGS QUAD   -  LANSING (1983)
 ON0810
 ON0810                         *CURRENT SURVEY CONTROL
 ON0810  ___________________________________________________________________
 ON0810* NAD 83(1996)-  43 20 02.73409(N)    091 11 30.10930(W)     ADJUSTED  
 ON0810* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 ON0810  ___________________________________________________________________
 ON0810  LAPLACE CORR-          -8.77  (seconds)                    DEFLEC99
 ON0810  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 ON0810
 ON0810  HORZ ORDER  -  FIRST
 ON0810
 ON0810.The horizontal coordinates were established by classical geodetic methods
 ON0810.and adjusted by the National Geodetic Survey in May 1999..
 ON0810
 ON0810.The orthometric height was scaled from a topographic map.
 ON0810
 ON0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0810
 ON0810.The geoid height was determined by GEOID03.
 ON0810
 ON0810;                    North         East     Units Scale Factor Converg.
 ON0810;SPC IA N     - 1,206,288.596 1,687,177.443   MT  1.00001302   +1 33 52.0
 ON0810;SPC MN S     -   141,035.769 1,027,731.403   MT  1.00012754   +1 58 06.3
 ON0810;SPC WI S     -   148,895.266   503,365.749   MT  0.99993323   -0 49 07.7
 ON0810;SPC WI S     -   488,500.55  1,651,459.13   sFT  0.99993323   -0 49 07.7
 ON0810;UTM  15      - 4,799,504.089   646,592.169   MT  0.99986434   +1 14 28.2
 ON0810
 ON0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0810!SPC IA N     -   0.99995195  x   1.00001302  =   0.99996497
 ON0810!SPC MN S     -   0.99995195  x   1.00012754  =   1.00007948
 ON0810!SPC WI S     -   0.99995195  x   0.99993323  =   0.99988518
 ON0810!UTM  15      -   0.99995195  x   0.99986434  =   0.99981630
 ON0810
 ON0810:                Primary Azimuth Mark                     Grid Az
 ON0810:SPC IA N     -  FERRY                                    061 05 14.5
 ON0810:SPC MN S     -  FERRY                                    060 41 00.2
 ON0810:SPC WI S     -  FERRY                                    063 28 14.2
 ON0810:UTM  15      -  FERRY                                    061 24 38.3
 ON0810
 ON0810|---------------------------------------------------------------------|
 ON0810| PID    Reference Object                     Distance      Geod. Az  |
 ON0810|                                                           dddmmss.s |
 ON0810| ON0809 FERRY                               APPROX. 8.6 KM 0623906.5 |
 ON0810| ON0843 PAINT CREEK LUTHERAN CH SPIRE       APPROX.10.0 KM 2193312.8 |
 ON0810|---------------------------------------------------------------------|
 ON0810
 ON0810                          SUPERSEDED SURVEY CONTROL
 ON0810
 ON0810  NAD 83(1996)-  43 20 02.73408(N)    091 11 30.10929(W) AD(       ) 1
 ON0810  NAD 83(1996)-  43 20 02.72870(N)    091 11 30.10942(W) AD(       ) 1
 ON0810  NAD 83(1986)-  43 20 02.72651(N)    091 11 30.10854(W) AD(       ) 1
 ON0810  NAD 27      -  43 20 02.81400(N)    091 11 29.63400(W) AD(       ) 1
 ON0810
 ON0810.Superseded values are not recommended for survey control.
 ON0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0810.See file dsdata.txt to determine how the superseded data were derived.
 ON0810
 ON0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4659299504(NAD 83)
 ON0810
 ON0810  HISTORY     - Date     Condition        Report By
 ON0810  HISTORY     - 1931     MONUMENTED       MRC
 ON0810  HISTORY     - 1931     GOOD             CGS
 ON0810  HISTORY     - 1960     SEE DESCRIPTION  CGS
 ON0810  HISTORY     - 1975     GOOD             THOMAS
 ON0810
 ON0810                          STATION DESCRIPTION
 ON0810
 ON0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 ON0810'ABOUT 2 MILES SOUTHEAST OF LANSING, IN SECTION 3, LAFAYETTE
 ON0810'TOWNSHIP, 160 METERS (525 FEET) SOUTH OF BARN ON WEST SIDE OF
 ON0810'ROAD, AT SHARP BEND IN ROAD, ON LAND OWNED BY MATT HURN,
 ON0810'THREE-FOURTHS MILE BACK ON BLUFF, IN CULTIVATED FIELD ON
 ON0810'HIGH POINT OF GROUND, 1.3 METERS (4 FEET) EAST OF NORTH-AND-SOUTH
 ON0810'WIRE FENCE, 7.0 METERS (23 FEET) EAST OF CENTERLINE OF GRADED
 ON0810'DIRT ROAD, 1.6 METERS (5 FEET) SOUTHEAST OF TELEPHONE POLE,
 ON0810'ABOUT 50 METERS (164 FEET) SOUTH OF JUNCTION OF DIRT ROAD
 ON0810'LEADING EAST, AND 100 METERS (328 FEET) SOUTH OF WHITE HOUSE ON WEST
 ON0810'SIDE OF ROAD.  TO REACH FROM LANSING, GO SOUTH 0.75 MILE ON MAIN
 ON0810'ROAD ALONG RAILROAD, PROCEED SOUTH (LEFT) 0.45 MILE TO BRIDGE,
 ON0810'FOLLOW MAIN ROAD TO LEFT (SOUTH OF BRIDGE) 0.2 MILE TO FORK, TAKE
 ON0810'RIGHT FORK UP HILL, AND CONTINUE 1.1 MILES TO STATION SITE.
 ON0810'MARKED BY STANDARD MARK OF MISSISSIPPI RIVER COMMISSION, BRASS
 ON0810'CAP ON STEEL PIPE ABOVE AND COPPER BOLT IN TILE BELOW.
 ON0810'PIPE PROJECTS 6 INCHES ABOVE GROUND.  BEARING FROM STATION
 ON0810'TO PAINT CREEK LUTHERAN CHURCH SPIRE, IS S 39 DEG 33 MIN W.
 ON0810'AND TO LUTHERAN CHURCH SPIRE, S 59 DEG 08 MIN W.
 ON0810
 ON0810                          STATION RECOVERY (1960)
 ON0810
 ON0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JAW)
 ON0810'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT IS
 ON0810'LOCATED 2-1/2 MILES SOUTHEAST OF LANSING, 3/4 MILE SOUTHWEST
 ON0810'OF THE MISSISSIPPI RIVER, ABOUT THE WEST CENTER OF SECTION
 ON0810'3, T 98 N, R 3 W, AND IN ROAD DITCH BETWEEN ROAD AND EAST
 ON0810'RIGHT-OF-WAY FENCE.  IT IS A STANDARD MISSISSIPPI RIVER
 ON0810'COMMISSION DISK SET IN TOP OF A 4 INCH PIPE, 150 FEET SOUTH
 ON0810'OF SIDE ROAD, 55 FEET NORTH OF THE NORTH ONE OF TWO LARGE
 ON0810'POWER LINE POLES, 28 FEET EAST OF THE CENTERLINE OF ROAD,
 ON0810'23 FEET WEST OF EAST RIGHT-OF-WAY FENCE LINE, AND PROJECTS
 ON0810'20 INCHES.
 ON0810'
 ON0810'TO REACH FROM THE P.O. IN LANSING, GO EAST FOR 0.2 MILE TO
 ON0810'T-STREET.  TURN RIGHT AND GO SOUTH FOR 0.75 MILE TO FORK.
 ON0810'KEEP LEFT FORK AND CONTINUE SOUTHERLY ON MAIN ROAD FOR 0.65
 ON0810'MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 1.0
 ON0810'MILE TO SIDE ROAD LEFT AND STATION 150 FEET SOUTH ON THE
 ON0810'EAST SIDE OF ROAD.
 ON0810
 ON0810                          STATION RECOVERY (1975)
 ON0810
 ON0810'RECOVERY NOTE BY THOMAS ENG AND SURV 1975 (NCM)
 ON0810'STANDARD MISSISSIPPI RIVER COMMISSION DISK STAMPED WITH
 ON0810'LATITUDE AND LONGITUDE, RIVITED TO A 4 IN IRON PIPE PROJECTING
 ON0810'FROM GROUND ABOUT 20 IN.  CONDITION--UNDISTURBED.
 ON0810'
 ON0810'MARK IS SOMEWHAT LIMITED IN USE BY AN ORDINARY SURVEYOR
 ON0810'AS SIGHTS OUT ARE RESTRICTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0813 ***********************************************************************
 MG0813  DESIGNATION -  COLUMBUS
 MG0813  PID         -  MG0813
 MG0813  STATE/COUNTY-  IA/LOUISA
 MG0813  USGS QUAD   -  COLUMBUS JUNCTION (1970)
 MG0813
 MG0813                         *CURRENT SURVEY CONTROL
 MG0813  ___________________________________________________________________
 MG0813* NAD 83(1996)-  41 17 58.33497(N)    091 22 07.15532(W)     ADJUSTED  
 MG0813* NAVD 88     -       217.0    (meters)     712.     (feet)  VERTCON   
 MG0813  ___________________________________________________________________
 MG0813  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 MG0813  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MG0813
 MG0813  HORZ ORDER  -  SECOND
 MG0813
 MG0813.The horizontal coordinates were established by classical geodetic methods
 MG0813.and adjusted by the National Geodetic Survey in May 1999..
 MG0813
 MG0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0813
 MG0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0813
 MG0813.The geoid height was determined by GEOID03.
 MG0813
 MG0813;                    North         East     Units Scale Factor Converg.
 MG0813;SPC IA S     -   146,498.934   678,480.077   MT  0.99994985   +1 24 14.1
 MG0813;UTM  15      - 4,573,292.880   636,578.085   MT  0.99982957   +1 04 36.6
 MG0813
 MG0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0813!SPC IA S     -   0.99997111  x   0.99994985  =   0.99992096
 MG0813!UTM  15      -   0.99997111  x   0.99982957  =   0.99980069
 MG0813
 MG0813|---------------------------------------------------------------------|
 MG0813| PID    Reference Object                     Distance      Geod. Az  |
 MG0813|                                                           dddmmss.s |
 MG0813| CL8303 COLUMBUS RM 1                        16.632 METERS 16014     |
 MG0813| CL8304 COLUMBUS RM 2                        22.424 METERS 22204     |
 MG0813| MG0814 REBAR 42                            APPROX. 4.6 KM 3052553.5 |
 MG0813|---------------------------------------------------------------------|
 MG0813
 MG0813                          SUPERSEDED SURVEY CONTROL
 MG0813
 MG0813  NAD 83(1986)-  41 17 58.33119(N)    091 22 07.16284(W) AD(       ) 2
 MG0813  NAD 27      -  41 17 58.24214(N)    091 22 06.60392(W) AD(       ) 2
 MG0813  NGVD 29 (07/19/86)  217.1    (m)          712.     (f) VERT ANG       
 MG0813
 MG0813.Superseded values are not recommended for survey control.
 MG0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0813.See file dsdata.txt to determine how the superseded data were derived.
 MG0813
 MG0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF3657873293(NAD 83)
 MG0813_MARKER: DD = SURVEY DISK
 MG0813_SETTING: 0 = UNSPECIFIED SETTING
 MG0813
 MG0813  HISTORY     - Date     Condition        Report By
 MG0813  HISTORY     - 1968     MONUMENTED       USGS
 MG0813
 MG0813                          STATION DESCRIPTION
 MG0813
 MG0813'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0813'THE STATION IS LOCATED 1.2 MI N. OF COLUMBUS JUNCTION, NEAR
 MG0813'QUARTER COR. BETWEEN SECS. 13 AND 18, T. 75 N., RS. 4 AND 5 W.,
 MG0813'NEAR THE E. EDGE OF A BLUFF OVERLOOKING THE IOWA RIVER IN THE
 MG0813'RIGHT-OF-WAY OF A N.-S. GRAVEL RD.
 MG0813'
 MG0813'TO REACH THE STATION FROM THE POST OFFICE AT COLUMBUS JUNCTION,
 MG0813'DRIVE N. ON STATE HWY. 76 FOR 0.35 MI, TURN LEFT ONTO GRAVEL
 MG0813'RD. AND DRIVE W. FOR 0.3 MI TO FORK IN RD., TURN RIGHT ON GRAVEL
 MG0813'RD. ALONG BLUFF AND DRIVE N. FOR 0.9 MI TO STATION ON THE RIGHT.
 MG0813'
 MG0813'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED COLUMBUS
 MG0813'1968 AND CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN
 MG0813'FLUSH WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MG0813'
 MG0813'STATION MARK IS 36 FT E. OF CENTER OF N.-S. GRAVEL RD., 231
 MG0813'FT S.-SE. OF JCT. OF A DRIVE E. TO A HOUSE, 65 FT S. OF AN
 MG0813'E.-W. FENCE, AND 1 FT S. OF A METAL WITNESS POST.
 MG0813'
 MG0813'REFERENCE MARK NO. 1 IS 54.55 FT (16.632 M.) S.-SE. OF STATION,
 MG0813'35 FT E. OF CENTER OF GRAVEL RD., 4 FT NE. OF A TELEPHONE POLE AND
 MG0813'1 FT S. OF A METAL WITNESS POST.
 MG0813'
 MG0813'REFERENCE MARK NO. 2 IS 73.57 FT (22.424 M.) SW. OF STATION, 32 FT
 MG0813'W. OF CENTER OF GRAVEL RD., 5 FT NE. OF A POWER LINE POLE AND 1
 MG0813'FT E. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0813'
 MG0813'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0810 ***********************************************************************
 MG0810  DESIGNATION -  CONCORD
 MG0810  PID         -  MG0810
 MG0810  STATE/COUNTY-  IA/LOUISA
 MG0810  USGS QUAD   -  COLUMBUS JUNCTION (1970)
 MG0810
 MG0810                         *CURRENT SURVEY CONTROL
 MG0810  ___________________________________________________________________
 MG0810* NAD 83(1996)-  41 17 30.16995(N)    091 15 14.99976(W)     ADJUSTED  
 MG0810* NAVD 88     -       206.1    (meters)     676.     (feet)  VERTCON   
 MG0810  ___________________________________________________________________
 MG0810  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 MG0810  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MG0810
 MG0810  HORZ ORDER  -  SECOND
 MG0810
 MG0810.The horizontal coordinates were established by classical geodetic methods
 MG0810.and adjusted by the National Geodetic Survey in May 1999..
 MG0810
 MG0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0810
 MG0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0810
 MG0810.The geoid height was determined by GEOID03.
 MG0810
 MG0810;                    North         East     Units Scale Factor Converg.
 MG0810;SPC IA S     -   145,871.604   688,087.691   MT  0.99994962   +1 28 45.6
 MG0810;UTM  15      - 4,572,610.788   646,180.966   MT  0.99986299   +1 09 08.2
 MG0810
 MG0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0810!SPC IA S     -   0.99997283  x   0.99994962  =   0.99992245
 MG0810!UTM  15      -   0.99997283  x   0.99986299  =   0.99983582
 MG0810
 MG0810|---------------------------------------------------------------------|
 MG0810| PID    Reference Object                     Distance      Geod. Az  |
 MG0810|                                                           dddmmss.s |
 MG0810| CL8308 CONCORD RM 1                         16.218 METERS 18036     |
 MG0810| CL8309 CONCORD RM 2                         22.891 METERS 30928     |
 MG0810| MG0811 LETTS                               APPROX. 5.8 KM 3500225.8 |
 MG0810|---------------------------------------------------------------------|
 MG0810
 MG0810                          SUPERSEDED SURVEY CONTROL
 MG0810
 MG0810  NAD 83(1986)-  41 17 30.16617(N)    091 15 15.00505(W) AD(       ) 2
 MG0810  NAD 27      -  41 17 30.06919(N)    091 15 14.45787(W) AD(       ) 2
 MG0810  NGVD 29 (07/19/86)  206.2    (m)          677.     (f) VERT ANG       
 MG0810
 MG0810.Superseded values are not recommended for survey control.
 MG0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0810.See file dsdata.txt to determine how the superseded data were derived.
 MG0810
 MG0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4618172611(NAD 83)
 MG0810_MARKER: DD = SURVEY DISK
 MG0810_SETTING: 0 = UNSPECIFIED SETTING
 MG0810
 MG0810  HISTORY     - Date     Condition        Report By
 MG0810  HISTORY     - 1968     MONUMENTED       USGS
 MG0810
 MG0810                          STATION DESCRIPTION
 MG0810
 MG0810'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0810'THE STATION IS LOCATED 3.5 MI W. AND 1.0 MI N. OF GRANDVIEW AND
 MG0810'5.5 MI E. AND 1.0 MI N. OF COLUMBUS JUNCTION, NEAR COR. OF SECS. 13,
 MG0810'18, 19 AND 24, T. 75 N., RS. 3 AND 4 W, IN THE RIGHT-OF-WAY OF
 MG0810'A N.-S. GRAVEL RD. AND NEAR A CROSSROADS WITH SMALL CEMETERY IN
 MG0810'NW. ANGLE.
 MG0810'
 MG0810'TO REACH THE STATION FROM THE POST OFFICE IN COLUMBUS JUNCTION,
 MG0810'DRIVE S. FOR 1 BLOCK ON STATE HWY. 76 TO JCT. WITH STATE
 MG0810'HWY. 92, TURN LEFT AND DRIVE E. ON HWY. 92 FOR 5.9 MI TO A GRAVEL
 MG0810'RD. CROSSING, TURN LEFT AND DRIVE N. ON GRAVEL RD. FOR 1.1 MI TO
 MG0810'A CROSSROADS AND STATION ON THE LEFT.
 MG0810'
 MG0810'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED CONCORD
 MG0810'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD DRIVEN FLUSH
 MG0810'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MG0810'
 MG0810'STATION IS 89 FT S.-SW. OF CENTER OF CROSSROADS, 33 FT W. OF
 MG0810'CENTER OF THE N.-S. GRAVEL RD. AND 1 FT E. OF RIGHT-OF-WAY FENCE
 MG0810'AND A METAL WITNESS POST.
 MG0810'
 MG0810'REFERENCE MARK NO. 1 IS 53.21 FT (16.218 M.) S. OF STATION, 33
 MG0810'FT W. OF CENTER OF THE N.-S. RD. AND 1 FT E. OF RIGHT-OF-WAY
 MG0810'FENCE AND A METAL WITNESS POST.
 MG0810'
 MG0810'REFERENCE MARK NO. 2 IS 75.10 FT (22.891 M.) NW. OF STATION, 28
 MG0810'FT S. OF CENTER OF THE E.-W. RD., 92 FT W. OF CENTER OF THE
 MG0810'N.-S. RD., 7 FT W.-SW. OF A TELEPHONE POLE AND 1 FT N. OF THE
 MG0810'RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0810'
 MG0810'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0809 ***********************************************************************
 MG0809  DESIGNATION -  CONE
 MG0809  PID         -  MG0809
 MG0809  STATE/COUNTY-  IA/MUSCATINE
 MG0809  USGS QUAD   -  NICHOLS (1970)
 MG0809
 MG0809                         *CURRENT SURVEY CONTROL
 MG0809  ___________________________________________________________________
 MG0809* NAD 83(1996)-  41 25 32.12308(N)    091 20 22.97455(W)     ADJUSTED  
 MG0809* NAVD 88     -       193.9    (meters)     636.     (feet)  VERTCON   
 MG0809  ___________________________________________________________________
 MG0809  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 MG0809  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MG0809
 MG0809  HORZ ORDER  -  SECOND
 MG0809
 MG0809.The horizontal coordinates were established by classical geodetic methods
 MG0809.and adjusted by the National Geodetic Survey in May 1999..
 MG0809
 MG0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0809
 MG0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0809
 MG0809.The geoid height was determined by GEOID03.
 MG0809
 MG0809;                    North         East     Units Scale Factor Converg.
 MG0809;SPC IA S     -   160,553.215   680,555.324   MT  0.99995604   +1 25 22.7
 MG0809;UTM  15      - 4,587,333.462   638,732.930   MT  0.99983686   +1 05 55.3
 MG0809
 MG0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0809!SPC IA S     -   0.99997473  x   0.99995604  =   0.99993077
 MG0809!UTM  15      -   0.99997473  x   0.99983686  =   0.99981159
 MG0809
 MG0809|---------------------------------------------------------------------|
 MG0809| PID    Reference Object                     Distance      Geod. Az  |
 MG0809|                                                           dddmmss.s |
 MG0809| CL8311 CONE RM 2                            18.010 METERS 00130     |
 MG0809| CL8310 CONE RM 1                            24.225 METERS 18055     |
 MG0809| MG0817 FREMONT                             APPROX. 8.1 KM 2740151.5 |
 MG0809|---------------------------------------------------------------------|
 MG0809
 MG0809                          SUPERSEDED SURVEY CONTROL
 MG0809
 MG0809  NAD 83(1986)-  41 25 32.12080(N)    091 20 22.98189(W) AD(       ) 2
 MG0809  NAD 27      -  41 25 32.03293(N)    091 20 22.41426(W) AD(       ) 2
 MG0809  NGVD 29 (07/19/86)  194.0    (m)          636.     (f) VERT ANG       
 MG0809
 MG0809.Superseded values are not recommended for survey control.
 MG0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0809.See file dsdata.txt to determine how the superseded data were derived.
 MG0809
 MG0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF3873387333(NAD 83)
 MG0809_MARKER: DD = SURVEY DISK
 MG0809_SETTING: 0 = UNSPECIFIED SETTING
 MG0809
 MG0809  HISTORY     - Date     Condition        Report By
 MG0809  HISTORY     - 1968     MONUMENTED       USGS
 MG0809  HISTORY     - 19980716 GOOD             USPSQD
 MG0809  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0809
 MG0809                          STATION DESCRIPTION
 MG0809
 MG0809'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0809'THE STATION IS LOCATED ABOUT 3.0 MI N. OF CONESVILLE, ABOUT 10.0
 MG0809'MI N. OF COLUMBUS JUNCTION, ABOUT 0.2 MI N. OF QUARTER COR. BETWEEN
 MG0809'SECS. 5 AND 32, TS. 76 AND 77 N., R. 4 W., NEAR THE NE. END OF A
 MG0809'CURVE IN STATE HWY. 76 AND NEAR THE JCT. OF N.-S. GRAVEL ROAD.
 MG0809'
 MG0809'TO REACH THE STATION FROM THE POST OFFICE AT COLUMBUS JUNCTION,
 MG0809'DRIVE N. FOR 7.1 MI. TO THE POST OFFICE AT CONESVILLE ON STATE
 MG0809'HWY. 76, CONTINUE N. ON STATE HWY. 76 FOR 3.0 MI TO A RR. CROSSING,
 MG0809'CONTINUE NORTHEASTERLY ON HWY. 76 FOR 0.3 MI TO STATION ON THE
 MG0809'RIGHT.
 MG0809'
 MG0809'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED CONE
 MG0809'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 MG0809'WITH THE GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MG0809'
 MG0809'STATION IS 389 FT S. OF THE JCT. OF AN E.-W. GRAVEL RD. AND
 MG0809'STATE HWY. 76, 169 FT SE. OF JCT. OF A N.-S. GRAVEL RD. AND STATE
 MG0809'HWY. 76, 77 FT E.-SE. OF CENTER OF HWY. 76, 31 FT E. OF CENTER
 MG0809'OF N.-S. GRAVEL RD. AND 2 FT W. OF RIGHT-OF-WAY FENCE AND A METAL
 MG0809'WITNESS POST.
 MG0809'
 MG0809'REFERENCE MARK NO. 1 IS 79.48 FT (24.225 M.) S. OF STATION, 106
 MG0809'FT E.-SE. OF CENTER OF STATE HWY. 76, 32 FT E. OF CENTER OF
 MG0809'N.-S. GRAVEL RD. AND 1 FT W. OF RIGHT-OF-WAY FENCE AND A METAL
 MG0809'WITNESS POST.
 MG0809'
 MG0809'REFERENCE MARK NO. 2 IS 59.09 FT (18.010 M.) N. OF STATION, 60
 MG0809'FT E.-SE. OF CENTER OF STATE HWY. 76, 32 FT E. OF N.-S. GRAVEL
 MG0809'RD., 6 FT S. OF A POWER LINE POLE AND 2 FT W. OF RIGHT-OF-WAY
 MG0809'FENCE AND A METAL WITNESS POST.
 MG0809'
 MG0809'STANDARD BRACED TRIPOD USED.
 MG0809
 MG0809                          STATION RECOVERY (1998)
 MG0809
 MG0809'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0809'RECOVERED IN GOOD CONDITION.
 MG0809
 MG0809                          STATION RECOVERY (1998)
 MG0809
 MG0809'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0466 ***********************************************************************
 MH0466  DESIGNATION -  CONROY
 MH0466  PID         -  MH0466
 MH0466  STATE/COUNTY-  IA/IOWA
 MH0466  USGS QUAD   -  WILLIAMSBURG (1968)
 MH0466
 MH0466                         *CURRENT SURVEY CONTROL
 MH0466  ___________________________________________________________________
 MH0466* NAD 83(1996)-  41 42 08.15117(N)    092 00 09.43433(W)     ADJUSTED  
 MH0466* NAVD 88     -       269.69   (+/-2cm)     884.8    (feet)  VERTCON   
 MH0466  ___________________________________________________________________
 MH0466  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 MH0466  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 MH0466
 MH0466  HORZ ORDER  -  FIRST
 MH0466  VERT ORDER  -  THIRD ? (See Below)
 MH0466
 MH0466.The horizontal coordinates were established by classical geodetic methods
 MH0466.and adjusted by the National Geodetic Survey in May 1999..
 MH0466
 MH0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0466.The vertical order pertains to the NGVD 29 superseded value.
 MH0466
 MH0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0466
 MH0466.The geoid height was determined by GEOID03.
 MH0466
 MH0466;                    North         East     Units Scale Factor Converg.
 MH0466;SPC IA S     -   190,111.586   624,627.819   MT  0.99998661   +0 59 10.8
 MH0466;SPC IA N     - 1,023,571.084 1,624,639.854   MT  1.00008607   +1 00 53.4
 MH0466;UTM  15      - 4,617,200.353   582,985.001   MT  0.99968474   +0 39 48.8
 MH0466
 MH0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0466!SPC IA S     -   0.99996276  x   0.99998661  =   0.99994937
 MH0466!SPC IA N     -   0.99996276  x   1.00008607  =   1.00004882
 MH0466!UTM  15      -   0.99996276  x   0.99968474  =   0.99964751
 MH0466
 MH0466:                Primary Azimuth Mark                     Grid Az
 MH0466:SPC IA S     -  CONROY PRESBYTERIAN CH STPL              006 53 14.7
 MH0466:SPC IA N     -  CONROY PRESBYTERIAN CH STPL              006 51 32.1
 MH0466:UTM  15      -  CONROY PRESBYTERIAN CH STPL              007 12 36.7
 MH0466
 MH0466|---------------------------------------------------------------------|
 MH0466| PID    Reference Object                     Distance      Geod. Az  |
 MH0466|                                                           dddmmss.s |
 MH0466| CL8312 CONROY PRESBYTERIAN CH STPL                        0075225.5 |
 MH0466| MG0895 OXFORD AEROPLANE BEACON 22          APPROX.17.9 KM 0843002.6 |
 MH0466| MG0894 CELLMAN                             APPROX.17.2 KM 1060826.0 |
 MH0466| AI2594 CONROY RM 1                          24.268 METERS 15937     |
 MH0466| MG0901 OMAHA CHI AWY BCN E OF PARNELL      APPROX.13.6 KM 1664808.0 |
 MH0466| MH0470 OMAHA AWY BCN WSW MILLERSBURG       APPROX.22.1 KM 2285403.7 |
 MH0466| AI2595 CONROY RM 3                          37.277 METERS 23516     |
 MH0466| AI2597 CONROY RM 2 AZIMUTH                                26859     |
 MH0466| MH0579 AIR BEACON 4 MI W OF BROOKLYN       APPROX.42.2 KM 2750605.1 |
 MH0466| MH0486 AIR BCN 3 MI NE OF CANFORTH         APPROX.25.5 KM 2843212.2 |
 MH0466|---------------------------------------------------------------------|
 MH0466
 MH0466                          SUPERSEDED SURVEY CONTROL
 MH0466
 MH0466  NAD 83(1986)-  41 42 08.15521(N)    092 00 09.44179(W) AD(       ) 1
 MH0466  NAD 27      -  41 42 08.12830(N)    092 00 08.79710(W) AD(       ) 1
 MH0466  NGVD 29 (07/19/86)  269.70   (m)          884.8    (f) LEVELING    3  
 MH0466
 MH0466.Superseded values are not recommended for survey control.
 MH0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0466.See file dsdata.txt to determine how the superseded data were derived.
 MH0466
 MH0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG8298517200(NAD 83)
 MH0466_MARKER: DS = TRIANGULATION STATION DISK
 MH0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0466_STAMPING: CONROY 1930
 MH0466_MARK LOGO: CGS   
 MH0466_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MH0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0466+STABILITY: SURFACE MOTION
 MH0466
 MH0466  HISTORY     - Date     Condition        Report By
 MH0466  HISTORY     - 1930     MONUMENTED       CGS
 MH0466  HISTORY     - 1933     GOOD             CGS
 MH0466  HISTORY     - 1934     GOOD             CGS
 MH0466  HISTORY     - 1934     GOOD             IOWAGS
 MH0466  HISTORY     - 1963     GOOD             USGS
 MH0466  HISTORY     - 1969     GOOD             CGS
 MH0466  HISTORY     - 19820922 GOOD             NGS
 MH0466
 MH0466                          STATION DESCRIPTION
 MH0466
 MH0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0466'STATION IS ABOUT 4-1/4 MILES E AND 5-1/5 MILES S OF MARENGO
 MH0466'AND ABOUT 3-1/2 MILES S OF THE VILLAGE OF CONROY IN THE SE
 MH0466'CORNER OF THE SW 1/4 OF SEC. 27, T 80 N, R 10 W, ON LAND OWNED
 MH0466'BY THE THOMAS ESTATE.  THE MARK IS 12 INCHES BELOW THE SURFACE,
 MH0466'AT A POINT 15.4 METERS N OF THE CENTER LINE OF THE SECTION-LINE
 MH0466'ROAD, 8.3 METERS N OF A FENCE, AND 7.75 METERS W OF THE
 MH0466'1/4-SECTION-FENCE LINE.
 MH0466'
 MH0466'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MH0466'DISKS SET IN CONCRETE.
 MH0466'
 MH0466'REFERENCE MARK NO. 1, A FLUSH MARK, IS NEAR A FENCE CORNER
 MH0466'ON THE S SIDE OF THE ROAD OPPOSITE THE STATION.  IT IS 7.8 METERS
 MH0466'S OF THE CENTER LINE OF THE ROAD, AND 1.12 METERS SE OF A FENCE
 MH0466'CORNER.  REFERENCE MARK NO. 2, 4 INCHES ABOVE THE SURFACE,
 MH0466'IS IN THE FENCE LINE ON THE N SIDE OF THE ROAD ABOUT 200 FEET
 MH0466'E OF THE SECTION CORNER.  IT IS 0.07 METER N OF THE FENCE AND
 MH0466'7.2 METERS N OF THE CENTER LINE OF THE ROAD.
 MH0466'
 MH0466'TO REACH FROM MARENGO TAKE HIGHWAY 32, E 4 MILES.  TURN S ON
 MH0466'PAVED STATE HIGHWAY 149 AND GO 5.6 MILES TO SECTION-LINE ROAD.
 MH0466'TURN E CROSS RAILROAD TRACKS ABOUT 0.3 MILE TO STATION.
 MH0466'
 MH0466'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MH0466
 MH0466                          STATION RECOVERY (1933)
 MH0466
 MH0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WM)
 MH0466'STATION FOUND AS DESCRIBED, EXCEPT THAT IT IS 1/4 MILE W OF SE
 MH0466'CORNER OF SW 1/4 OF SECTION 27, INSTEAD OF IN THE SE CORNER OF
 MH0466'THE SW 1/4.  ALL MARKS IN GOOD CONDITION.  LAND NOW OWNED BY
 MH0466'ED. EVANS AND OCCUPIED BY MR. SIMS.
 MH0466'
 MH0466'STATION IS ABOUT 2 MILES S OF CONROY.  REACHED FROM MARENGO
 MH0466'BY STATE HIGHWAY 6, E TO JUNCTION WITH STATE HIGHWAY 149,
 MH0466'THENCE S ON HIGHWAY 149, 5.75 MILES TO CROSSROADS.  E ON
 MH0466'CROSSROADS ACROSS RAILROAD TRACKS 0.3 MILE TO STATION ON N.
 MH0466
 MH0466                          STATION RECOVERY (1934)
 MH0466
 MH0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0466'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  STATION
 MH0466'IS ABOUT 2 MILES S OF CONROY, 3.15 MILES NNE OF WILLIAMSBURG,
 MH0466'IN THE SW 1/4 SEC. 27, T 80 N, R 10 W, ON LAND OWNED BY E.
 MH0466'EVANS OF WILLIAMSBURG AND OCCUPIED BY MR. SIMS, WHO LIVES IN
 MH0466'THE FIRST HOUSE ON THE S SIDE OF THE ROAD W OF THE PAVEMENT.  THE
 MH0466'STATION MARK IS IN THE SE CORNER OF FIELD, 28.5 FEET N OF FENCE
 MH0466'LINE, 27 FEET W OF FENCE LINE, 37.5 FEET NW OF FENCE CORNER, 45
 MH0466'FEET N OF THE CENTER LINE OF ROAD, UNDERGROUND 12 INCHES.
 MH0466'
 MH0466'REFERENCE MARK NO. 1 IS S OF THE STATION, 25 FEET S OF THE
 MH0466'CENTER LINE OF ROAD, 3 FEET SE OF FENCE CORNER, 2 FEET S OF
 MH0466'FENCE LINE, PROJECTS 2 INCHES.  THE DISTANCE BETWEEN REFERENCE
 MH0466'MARK NO. 1 AND REFERENCE MARK NO. 3 IS 128.36 FEET.  REFERENCE
 MH0466'MARK NO. 2 IS W OF THE STATION, 6 INCHES N OF FENCE LINE, 24
 MH0466'FEET N OF THE CENTER LINE OF ROAD, 27 FEET W OF SMALL BUSHY
 MH0466'TREE, PROJECTS 2 INCHES.  THIS MARK TO BE USED FOR AZIMUTH.
 MH0466'REFERENCE MARK NO. 3 (1934) IS SW OF THE STATION, 19 FEET S OF
 MH0466'THE CENTER LINE OF ROAD, 1 FOOT N OF FENCE LINE, PROJECTS 1
 MH0466'INCH.  IT IS A STANDARD BRONZE DISK SET IN CONCRETE.
 MH0466'
 MH0466'TO REACH FROM WILLIAMSBURG, GO N ON HIGHWAY 149 FOR 2.8 MILES TO
 MH0466'CROSSROADS, THENCE E, ACROSS RAILROAD TRACKS, 0.35 MILE TO STATION
 MH0466'ON THE N SIDE OF ROAD.
 MH0466'
 MH0466'A 100-FOOT SIGNAL AT CELLMAN COMES INTO VIEW AT 30 FEET, 100-FOOT
 MH0466'SIGNAL AT MARTIN COMES INTO VIEW AT 40 FEET, 100-FOOT SIGNAL
 MH0466'AT WELCH COMES INTO VIEW AT 4 FEET, 100-FOOT SIGNAL AT BLAIRS
 MH0466'COMES INTO VIEW AT 35 FEET, 100-FOOT SIGNAL AT AMANA COMES INTO
 MH0466'VIEW AT 20 FEET.
 MH0466
 MH0466                          STATION RECOVERY (1934)
 MH0466
 MH0466'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MH0466'THE ORIGINAL DESCRIPTION IS SATISFACTORY.  THE TRIANGULATION
 MH0466'STATION AND REFERENCE MARKERS WERE ALL FOUND IN GOOD CONDITION.
 MH0466
 MH0466                          STATION RECOVERY (1963)
 MH0466
 MH0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MH0466'THE STATION WAS FOUND IN GOOD CONDITION.  THE MARK IS NOW 48.6
 MH0466'FEET N OF CENTER LINE OF THE BLACKTOP ROAD, 16.0 FEET N OF THE
 MH0466'NORTH RIGHT-OF-WAY FENCE, AND 25.1 FEET W OF THE N-S FENCE.
 MH0466'
 MH0466'THE EAST-WEST ROAD NEAR THE STATION HAS BEEN RE-ALIGNED AND
 MH0466'ALL 3 REFERENCE MARKS WERE FOUND LYING ALONG THE ROAD OUT OF
 MH0466'POSITION.
 MH0466
 MH0466                          STATION RECOVERY (1969)
 MH0466
 MH0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0466'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 MH0466'CONDITION.  REFERENCE MARKS 1, 2 AND 3 WERE DESTROYED AS DESCRIBED
 MH0466'IN 1963.  DUE TO THE STATION BEING IN A CULTIVATED FIELD OF CORN,
 MH0466'PERMISSION COULD NOT BE OBTAINED TO ERECT A STEEL TOWER OVER
 MH0466'IT.  REFERENCE MARKS 4 AND 5 WERE ESTABLISHED AT THIS TIME AND
 MH0466'REFERENCE MARK 5 WAS OCCUPIED.  THE STATION MARK WAS NOT
 MH0466'OCCUPIED AND REFERENCE MARK 4 WAS NOT MEASURED AT THIS TIME
 MH0466'BECAUSE OF THE AMOUNT OF CROP DAMAGE INVOLVED.  A GEODIMETER
 MH0466'MEASUREMENT WAS MADE FROM THE STATION TO THE TOP OF THE TOWER
 MH0466'OVER REFERENCE MARK 5, THE DISTANCE REDUCED TO SEA LEVEL
 MH0466'BEING 144.552 METERS OR 474.251 FEET.
 MH0466'
 MH0466'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MH0466'2 MILES SOUTH OF CONROY.
 MH0466
 MH0466                          STATION RECOVERY (1982)
 MH0466
 MH0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 MH0466'M07        R30 THE RECESSED STATION MARK, REFERENCE MARK 4, CONROY RM
 MH0466'5 AND THE AZIMUTH MARK FOR CONROY RM 5 WERE RECOVERED IN GOOD
 MH0466'CONDITION AND AS DESCRIBED IN 1969.  SINCE THE EXISTING REFERENCE
 MH0466'MARKS WERE OBSTRUCTED BY CROPS AND ARE REMOTE FROM THE STATION,
 MH0466'REFERENCE MARKS 6 AND 7 WERE ESTABLISHED NEAR THE STATION.  THE
 MH0466'AZIMUTH MARK IS OBSTRUCTED BY A TREE SO AN AZIMUTH MARK 2 WAS
 MH0466'ESTABLISHED.  A NEW DESCRIPTION FOR THE STATION, REFERENCE MARKS 6, 7
 MH0466'AND THE AZIMUTH MARK 2 FOLLOW.  FOR DETAILS OF THE OTHER MARKS SEE THE
 MH0466'1969 DESCRIPTION FOR CONROY RM 5.
 MH0466'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) NORTH-NORTHEAST OF
 MH0466'WILLIAMSBURG, 3.2 KM (2.00 MI) SOUTH OF CONROY, 0.4 KM (0.25 MI) EAST
 MH0466'OF STATE HIGHWAY 149, IN THE SW1/4, SEC27, T80N, R10W AND ON PROPERTY
 MH0466'OWNED BY HARLAN ZUBER, RURAL ROUTE 1, WILLIAMSBURG, IOWA 52361.  TO
 MH0466'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE
 MH0466'HIGHWAY 149, ABOUT 3.2 KM (2.00 MI) NORTH OF WILLIAMSBURG, GO NORTH ON
 MH0466'HIGHWAY 149 FOR 1.77 KM (1.10 MI) TO A GRAVELED CROSSROAD.  TURN RIGHT
 MH0466'AND GO EAST ON THE GRAVELED ROAD FOR 0.48 KM (0.30 MI) TO THE STATION
 MH0466'ON THE LEFT AT THE HOUSE OF HARLAN ZUBER.
 MH0466'THE STATION IS A STANDARD CGS DISK STAMPED---CONROY 1930---, SET INTO
 MH0466'THE TOP OF A SQUARE CONCRETE MONUMENT, 14 INCHES, 36 CM IN DIAMETER,
 MH0466'RECESSED 12 INCHES, 30 CM BELOW THE GROUND.  THE STATION IS LOCATED
 MH0466'29.37 METERS (96.36 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 MH0466'THE HOUSE, 15.45 METERS (50.69 FT) WEST-NORTHWEST FROM AN ELECTRIC
 MH0466'POLE WITH A METER, 14.8 METERS (48.6 FT) NORTH FROM THE CENTERLINE OF
 MH0466'THE ROAD, 8.20 METERS (26.90 FT) NORTHWEST FROM A WITNESS POST, 4.85
 MH0466'METERS (15.91 FT) NORTH FROM AN EAST/WEST FENCE.  REFERENCE MARK NO 6,
 MH0466'IS A STANDARD NGS DISK STAMPED,---CONROY 1930 NO 6 1982---, SET INTO
 MH0466'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER,
 MH0466'PROJECTING 3 INCHES, 8 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 MH0466'26.52 METERS (87.01 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 MH0466'HOUSE, 9.8 METERS (32.2 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 MH0466'9.05 METERS (29.69 FT) NORTH FROM THE ELECTRIC POLE, 0.61 METERS (2.00
 MH0466'FT) WEST-SOUTHWEST FROM THE WITNESS POST, AND 0.3 METERS (1.0 FT)
 MH0466'HIGHER THAN THE STATION.  REFERENCE MARK NO 7, IS A STANDARD NGS DISK
 MH0466'STAMPED,---CONROY 1930 NO 7 1982---, SET INTO THE TOP OF A ROUND
 MH0466'CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER, PROJECTING 3 INCHES,
 MH0466'8 CM ABOVE THE GROUND.  THE STATION IS LOCATED 36.1 METERS (118.4 FT)
 MH0466'WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE HOUSE, 9.8 METERS
 MH0466'(32.2 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 11.59 METERS (38.02
 MH0466'FT) WEST FROM THE WITNESS POST, AND 0.3 METERS (1.0 FT) HIGHER THAN
 MH0466'THE STATION.  AZIMUTH MARK NO 2, IS A STANDARD NGS DISK
 MH0466'STAMPED,---CONROY 1930 NO 2 1982---, SET INTO THE TOP OF A ROUND
 MH0466'CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER, PROJECTING 4 INCHES,
 MH0466'10 CM ABOVE THE GROUND.  THE STATION IS LOCATED 10.7 METERS (35.1 FT)
 MH0466'SOUTH FROM THE CENTERLINE OF THE ROAD, 7.3 METERS (24.0 FT) EAST FROM
 MH0466'THE CENTERLINE OF A FIELD ENTRANCE, 6.52 METERS (21.39 FT) WEST FROM A
 MH0466'POWERLINE POLE, 0.61 METERS (2.00 FT) NORTH FROM A WITNESS POST SET IN
 MH0466'AN EAST/WEST FENCELINE.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 MH0466'GO EAST ON THE GRAVELED ROAD FOR 0.53 KM (0.30 MI) TO THE MARK ON THE
 MH0466'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0903 ***********************************************************************
 MG0903  DESIGNATION -  CONROY FARMERS COOP ELEV
 MG0903  PID         -  MG0903
 MG0903  STATE/COUNTY-  IA/IOWA
 MG0903  USGS QUAD   -  CONROY (1973)
 MG0903
 MG0903                         *CURRENT SURVEY CONTROL
 MG0903  ___________________________________________________________________
 MG0903* NAD 83(1996)-  41 43 48.94351(N)    091 59 50.53294(W)     ADJUSTED  
 MG0903* NAVD 88     -                                                        
 MG0903  ___________________________________________________________________
 MG0903  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 MG0903  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 MG0903
 MG0903  HORZ ORDER  -  THIRD
 MG0903
 MG0903.The horizontal coordinates were established by classical geodetic methods
 MG0903.and adjusted by the National Geodetic Survey in May 1999..
 MG0903
 MG0903
 MG0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0903
 MG0903.The geoid height was determined by GEOID03.
 MG0903
 MG0903;                    North         East     Units Scale Factor Converg.
 MG0903;SPC IA S     -   193,228.285   625,011.053   MT  0.99999101   +0 59 23.2
 MG0903;SPC IA N     - 1,026,688.264 1,625,021.569   MT  1.00007805   +1 01 06.2
 MG0903;UTM  15      - 4,620,313.899   583,385.654   MT  0.99968556   +0 40 02.7
 MG0903
 MG0903                          SUPERSEDED SURVEY CONTROL
 MG0903
 MG0903  NAD 83(1986)-  41 43 48.94739(N)    091 59 50.53971(W) AD(       ) 4
 MG0903  NAD 27      -  41 43 48.92303(N)    091 59 49.89507(W) AD(       ) 3
 MG0903
 MG0903.Superseded values are not recommended for survey control.
 MG0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0903.See file dsdata.txt to determine how the superseded data were derived.
 MG0903
 MG0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG8338620314(NAD 83)
 MG0903_MARKER: 65 = GRAIN ELEVATOR
 MG0903
 MG0903  HISTORY     - Date     Condition        Report By
 MG0903  HISTORY     - 1969     FIRST OBSERVED   CGS
 MG0903  HISTORY     - 20060520 POOR             GEOCAC
 MG0903
 MG0903                          STATION DESCRIPTION
 MG0903
 MG0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0903'THE STATION IS THE TOP CENTER OF THE MAST ATOP THE CONROY, FARMERS
 MG0903'CO-OP ELEVATOR THAT IS LOCATED IN THE NORTHEAST SECTION OF THE
 MG0903'TOWN OF CONROY, THE ELEVATOR IS PAINTED WHITE IN COLOR AND IS 190
 MG0903'FEET IN HEIGHT.  THE MAST IS ALUMINUM IN COLOR AND IS 20 FEET IN
 MG0903'HEIGHT.  THE OVERALL HEIGHT BEING 210 FEET.
 MG0903
 MG0903                          STATION RECOVERY (2006)
 MG0903
 MG0903'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MG0903'FOUND ELEVATOR, BUT UNSURE WHICH IF EITHER OF PRESENT ANTENNAS IS THE
 MG0903'MAST DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0467 ***********************************************************************
 MH0467  DESIGNATION -  CONROY RM 5
 MH0467  PID         -  MH0467
 MH0467  STATE/COUNTY-  IA/IOWA
 MH0467  USGS QUAD   -  WILLIAMSBURG (1968)
 MH0467
 MH0467                         *CURRENT SURVEY CONTROL
 MH0467  ___________________________________________________________________
 MH0467* NAD 83(1996)-  41 42 08.09789(N)    092 00 15.68614(W)     ADJUSTED  
 MH0467* NAVD 88     -       269.59   (+/-2cm)     884.5    (feet)  VERTCON   
 MH0467  ___________________________________________________________________
 MH0467  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 MH0467  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 MH0467
 MH0467  HORZ ORDER  -  FIRST
 MH0467  VERT ORDER  -  THIRD ? (See Below)
 MH0467
 MH0467.The horizontal coordinates were established by classical geodetic methods
 MH0467.and adjusted by the National Geodetic Survey in May 1999..
 MH0467
 MH0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0467.The vertical order pertains to the NGVD 29 superseded value.
 MH0467
 MH0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0467
 MH0467.The geoid height was determined by GEOID03.
 MH0467
 MH0467;                    North         East     Units Scale Factor Converg.
 MH0467;SPC IA S     -   190,107.456   624,483.322   MT  0.99998661   +0 59 06.7
 MH0467;SPC IA N     - 1,023,566.881 1,624,495.345   MT  1.00008608   +1 00 49.2
 MH0467;UTM  15      - 4,617,197.038   582,840.527   MT  0.99968445   +0 39 44.6
 MH0467
 MH0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0467!SPC IA S     -   0.99996277  x   0.99998661  =   0.99994938
 MH0467!SPC IA N     -   0.99996277  x   1.00008608  =   1.00004885
 MH0467!UTM  15      -   0.99996277  x   0.99968445  =   0.99964724
 MH0467
 MH0467:                Primary Azimuth Mark                     Grid Az
 MH0467:SPC IA S     -  CONROY FARMERS COOP ELEV                 009 35 52.3
 MH0467:SPC IA N     -  CONROY FARMERS COOP ELEV                 009 34 09.8
 MH0467:UTM  15      -  CONROY FARMERS COOP ELEV                 009 55 14.4
 MH0467
 MH0467|---------------------------------------------------------------------|
 MH0467| PID    Reference Object                     Distance      Geod. Az  |
 MH0467|                                                           dddmmss.s |
 MH0467| MG0903 CONROY FARMERS COOP ELEV            APPROX. 3.2 KM 0103459.0 |
 MH0467| MH0466 CONROY                              144.558 METERS 08921     |
 MH0467| AI2586 CONROY RM 5 AZ MK                                  0911532.0 |
 MH0467| AI2596 CONROY RM 4                          29.518 METERS 13730     |
 MH0467|---------------------------------------------------------------------|
 MH0467
 MH0467                          SUPERSEDED SURVEY CONTROL
 MH0467
 MH0467  NAD 83(1986)-  41 42 08.10194(N)    092 00 15.69344(W) AD(       ) 1
 MH0467  NAD 27      -  41 42 08.07518(N)    092 00 15.05222(W) AD(       ) 1
 MH0467  NGVD 29 (07/19/86)  269.60   (m)          884.5    (f) LEVELING    3  
 MH0467
 MH0467.Superseded values are not recommended for survey control.
 MH0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0467.See file dsdata.txt to determine how the superseded data were derived.
 MH0467
 MH0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG8284117197(NAD 83)
 MH0467_MARKER: DR = REFERENCE MARK DISK
 MH0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0467_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0467_MARK LOGO: CGS   
 MH0467_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0467+STABILITY: SURFACE MOTION
 MH0467
 MH0467  HISTORY     - Date     Condition        Report By
 MH0467  HISTORY     - 1969     MONUMENTED       CGS
 MH0467  HISTORY     - 19820621 GOOD             NGS
 MH0467
 MH0467                          STATION DESCRIPTION
 MH0467
 MH0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0467'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF WILLIAMSBURG, 2
 MH0467'MILES SOUTH OF CONROY, IN THE SOUTHWEST 1/4 SECTION OF SECTION
 MH0467'27, T80N, R10W AND ON THE PROPERTY OF THE IOWA STATE
 MH0467'HIGHWAY DEPARTMENT.
 MH0467'
 MH0467'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80
 MH0467'AND STATE HIGHWAY 149, ABOUT 2 MILES NORTH OF WILLIAMSBURG, GO
 MH0467'NORTH ON STATE HIGHWAY 149 FOR 1.1 MILES TO A CROSSROAD.  TURN
 MH0467'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.2 MILE TO THE STATION
 MH0467'ON THE LEFT AS DESCRIBED.  CONTINUE EAST ON THE GRAVELED ROAD FOR
 MH0467'0.9 MILE TO THE AZIMUTH MARK IN THE SOUTHWEST ANGLE OF THE
 MH0467'INTERSECTION.
 MH0467'
 MH0467'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 MH0467'CONROY 1930 NO 5 1969, SET IN THE TOP OF A ROUND CONCRETE
 MH0467'MONUMENT THAT IS 12 INCHES IN DIAMETER AND 6 INCHES BELOW THE
 MH0467'GROUND SURFACE.  IT IS 64 FEET WEST-SOUTHWEST OF THE
 MH0467'SOUTHEAST CORNER OF A CHAIN-LINK FENCE, 41 FEET NORTH OF THE
 MH0467'CENTER OF THE GRAVELED ROAD AND 37 FEET NORTHEAST OF A
 MH0467'TELEPHONE POLE.
 MH0467'
 MH0467'THE MARK IS A STANDARD TRIANGULATION STATION MARK DISK STAMPED
 MH0467'CONROY 1930, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 MH0467'THAT IS 10 INCHES BELOW THE GROUND SURFACE.  IT IS 48 FEET
 MH0467'NORTH OF THE CENTER OF THE GRAVELED ROAD, 27 FEET NORTHWEST
 MH0467'OF A METAL WITNESS POST WITH SIGN ATTACHED SET IN A EAST-WEST
 MH0467'FENCE AND 16 FEET NORTH OF A FENCE.
 MH0467'
 MH0467'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CONROY 1930 NO 4
 MH0467'1969, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 MH0467'INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MH0467'91 FEET EAST OF A POWERLINE POLE, 35 FEET SOUTH OF THE CENTER
 MH0467'OF THE GRAVELED ROAD AND 1.5 FEET NORTH OF A FENCE.
 MH0467'
 MH0467'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CONROY 1930 1969,
 MH0467'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0467'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 MH0467'54 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 7 FEET
 MH0467'WEST-NORTHWEST OF A POWERLINE POLE AND 1.5 FEET WEST OF A
 MH0467'WITNESS POST WITH SIGN ATTACHED SET IN A FENCE.
 MH0467'
 MH0467'THE GEODIMETER DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 MH0467
 MH0467                          STATION RECOVERY (1982)
 MH0467
 MH0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 MH0467'THE STATION WAS RECOVERED AS DESCRIBED IN 1969.  DUE TO CROPS
 MH0467'OBSTRUCTING LINES OF SIGHT, THE STATION WAS NOT OCCUPIED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0624 ***********************************************************************
 NL0624  DESIGNATION -  COOK
 NL0624  PID         -  NL0624
 NL0624  STATE/COUNTY-  IA/SAC
 NL0624  USGS QUAD   -  SCHALLER SOUTH (1980)
 NL0624
 NL0624                         *CURRENT SURVEY CONTROL
 NL0624  ___________________________________________________________________
 NL0624* NAD 83(1996)-  42 24 30.57295(N)    095 15 51.19690(W)     ADJUSTED  
 NL0624* NAVD 88     -       445.     (meters)    1460.     (feet)  SCALED    
 NL0624  ___________________________________________________________________
 NL0624  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 NL0624  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 NL0624
 NL0624  HORZ ORDER  -  THIRD
 NL0624
 NL0624.The horizontal coordinates were established by classical geodetic methods
 NL0624.and adjusted by the National Geodetic Survey in May 1999..
 NL0624
 NL0624.The orthometric height was scaled from a topographic map.
 NL0624
 NL0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0624
 NL0624.The geoid height was determined by GEOID03.
 NL0624
 NL0624;                    North         East     Units Scale Factor Converg.
 NL0624;SPC IA N     - 1,102,426.978 1,354,788.475   MT  0.99995555   -1 11 44.5
 NL0624;UTM  15      - 4,697,615.801   313,682.184   MT  1.00002713   -1 31 38.8
 NL0624
 NL0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0624!SPC IA N     -   0.99993466  x   0.99995555  =   0.99989021
 NL0624!UTM  15      -   0.99993466  x   1.00002713  =   0.99996179
 NL0624
 NL0624|---------------------------------------------------------------------|
 NL0624| PID    Reference Object                     Distance      Geod. Az  |
 NL0624|                                                           dddmmss.s |
 NL0624| CO2913 COOK RM 1                            15.240 METERS 18130     |
 NL0624| CO2915 COOK RM 3                            19.736 METERS 25233     |
 NL0624| CO2914 COOK RM 2                            22.296 METERS 29939     |
 NL0624| NL0626 SCHALLER MUNICIPAL TANK             APPROX.10.2 KM 3451149.0 |
 NL0624| CO2912 COOK AZ MK                                         3563319.7 |
 NL0624|---------------------------------------------------------------------|
 NL0624
 NL0624                          SUPERSEDED SURVEY CONTROL
 NL0624
 NL0624  NAD 83(1996)-  42 24 30.57283(N)    095 15 51.19721(W) AD(       ) 3
 NL0624  NAD 83(1986)-  42 24 30.57221(N)    095 15 51.19721(W) AD(       ) 3
 NL0624  NAD 27      -  42 24 30.62800(N)    095 15 50.20800(W) AD(       ) 3
 NL0624
 NL0624.Superseded values are not recommended for survey control.
 NL0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0624.See file dsdata.txt to determine how the superseded data were derived.
 NL0624
 NL0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1368297616(NAD 83)
 NL0624_MARKER: DS = TRIANGULATION STATION DISK
 NL0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0624
 NL0624  HISTORY     - Date     Condition        Report By
 NL0624  HISTORY     - 1950     MONUMENTED       CGS
 NL0624  HISTORY     - 1977     SEE DESCRIPTION  NGS
 NL0624
 NL0624                          STATION DESCRIPTION
 NL0624
 NL0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0624'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH SOUTHEAST OF SCHALLER
 NL0624'AND 6-1/2 MILES NORTH NORTHWEST OF ODEBOLT ON THE RIGHT OF
 NL0624'WAY OF GRAVEL ROAD.  STATION IS 32 FEET EAST OF THE APPROXIMATE
 NL0624'CENTERLINE OF ROAD AND 6 FEET NORTHWEST OF LARGE TREE.  THE
 NL0624'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED COOK 1950.
 NL0624'
 NL0624'REFERENCE MARK NO. 1 IS 31 FEET EAST OF THE APPROXIMATE CENTERLINE
 NL0624'OF ROAD.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 NL0624'COOK NO 1 1950.
 NL0624'
 NL0624'REFERENCE MARK NO. 2 IS 30 FEET WEST OF THE APPROXIMATE CENTERLINE
 NL0624'OF ROAD, 20 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 NL0624'DRIVEWAY AND 0.5 FOOT SOUTH OF FENCE CORNER.  THE MARK PROJECTS
 NL0624'ABOUT 2 INCHES AND THE DISK IS STAMPED COOK NO 2 1950.
 NL0624'
 NL0624'AZIMUTH MARK IS 33 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 NL0624'ROAD, 2.5 FEET SOUTH OF WITNESS POST AND 1 FOOT EAST OF FENCE.
 NL0624'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED COOK 1950.
 NL0624'
 NL0624'TO REACH FROM THE RAILROAD DEPOT IN ODEBOLT GO NORTH FOR 0.05
 NL0624'MILE TO STATE HIGHWAY 175.  TURN LEFT AND GO WEST ON STATE
 NL0624'HIGHWAY 175 FOR 0.8 MILE TO CROSSROAD.  TURN RIGHT AND GO NORTH
 NL0624'ON GRAVEL ROAD FOR 6.4 MILES TO FARM AND STATION ON RIGHT OR EAST
 NL0624'SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR 0.2 MILE TO
 NL0624'AZIMUTH MARK ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 NL0624'
 NL0624'A 4 FOOT SIGNAL AT STATION ARTHUR IS V.G.
 NL0624'
 NL0624'A 47 FOOT SIGNAL AT STATION SCHALLER IS V.G.
 NL0624'
 NL0624'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0624
 NL0624                          STATION RECOVERY (1977)
 NL0624
 NL0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NL0624'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 NL0624'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK
 NL0624'AND REFERENCE MARK 1 WERE NOT FOUND AND IT IS BELIEVED THE MARKS WERE
 NL0624'DESTROYED WHEN THE FARM SITE AND TREES WERE REMOVED AND THE AREA
 NL0624'PUT UNDERCULTIVATION.  A NEW SURFACE STATION MARK WAS SET DIRECTLY
 NL0624'ABOVE THE UNDERGROUND MARK AND REFRENCE MARK 3 WAS ESTABLISHED THIS
 NL0624'DATE.
 NL0624'
 NL0624'A NEW COMPLETE DESCRIPTION FOLLOWS--
 NL0624'
 NL0624'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH-SOUTHEAST OF SCHALLER
 NL0624'AND 6.5 MILES NORTH-NORTHWEST OF ODEBOLT AND ON THE EAST
 NL0624'RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED COUNTY ROAD.
 NL0624'
 NL0624'TO REACH THE STATION FROM THE JUNCTION OF THE MARIN STREET AND STATE
 NL0624'HIGHWAY 175 AT ODEBOLT, GO WEST ON HIGHWAY 175 FOR 0.75 MILE TO A
 NL0624'CROSSROAD, TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 6.35 MILE
 NL0624'TO TOP OF HILL AND THE STATION ON THE RIGHT.
 NL0624'
 NL0624'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED, COOK 1950 1977,
 NL0624'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS 16 INCHES
 NL0624'BELOW THE GROUND SURFACE.  IT IS 32 FEET EAST OF THE CENTER OF THE
 NL0624'A GRAVELED ROAD, ABOUT 15 FEET SOUTH OF A PROJECTED LINE EAST OF
 NL0624'THE CENTER OF A FIELD ROAD THAT IS ON THE WEST SIDE OF THE GRAVELED
 NL0624'ROAD AND 2 FEET EAST OF A METAL WITNESS POST.  REBAR PLACED IN THE
 NL0624'CONCRETE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 NL0624'OF CONCRETE ABOUT 30 INCHES BELOW THE GROUND SURFACE.
 NL0624'
 NL0624'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COOK NO 2 1950, SET IN
 NL0624'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 NL0624'GROUND SURFACE.  IT IS 33 FEET WEST OF THE CENTER OF THE GRAVELED
 NL0624'ROAD, 20 FEET NORTH OF THE CENTER OF THE FIELD ROAD, 1 FOOT SOUTH
 NL0624'OF THE NORTH END BRACE POST FOR THE NORTH END GATE POST AND 1 FOOT
 NL0624'WEST A METAL WITNESS POST.
 NL0624'
 NL0624'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 NL0624'COOK 1950 NO 3 1977 AND PROJECTS 3 INCHES ABOVE THE GROUND
 NL0624'SURFACE.  IT IS 36 FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 30
 NL0624'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 17.5 FEET SOUTH OF
 NL0624'THE SOUTH END GATE POST, 1 FOOT WEST OF A NORTH-SOUTH FENCELINE AND
 NL0624'1 FOOT NORTH OF A METAL WITNESS POST.
 NL0624'
 NL0624'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COOK 1950, SET IN THE
 NL0624'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE
 NL0624'THE GROUND SURFACE.  IT IS 33 FEET WEST OF THE CENTER OF THE GRAVELED
 NL0624'ROAD, 2.5 FEET SOUTH OF A 4 BY 4 WOODEN WITNESS POST, 1.5 FEET
 NL0624'NORTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH
 NL0624'FENCELINE.
 NL0624'
 NL0624'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 NL0624'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 NL0624'
 NL0624'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES NNW
 NL0624'OF ODEBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1128 ***********************************************************************
 MJ1128  DESIGNATION -  COON RAPIDS MUNICIPAL TANK
 MJ1128  PID         -  MJ1128
 MJ1128  STATE/COUNTY-  IA/CARROLL
 MJ1128  USGS QUAD   -  COON RAPIDS NORTH (1971)
 MJ1128
 MJ1128                         *CURRENT SURVEY CONTROL
 MJ1128  ___________________________________________________________________
 MJ1128* NAD 83(1996)-  41 52 33.22093(N)    094 40 33.22692(W)     ADJUSTED  
 MJ1128* NAVD 88     -                                                        
 MJ1128  ___________________________________________________________________
 MJ1128  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 MJ1128  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ1128
 MJ1128  HORZ ORDER  -  THIRD
 MJ1128
 MJ1128.The horizontal coordinates were established by classical geodetic methods
 MJ1128.and adjusted by the National Geodetic Survey in May 1999..
 MJ1128
 MJ1128
 MJ1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1128
 MJ1128.The geoid height was determined by GEOID03.
 MJ1128
 MJ1128;                    North         East     Units Scale Factor Converg.
 MJ1128;SPC IA N     - 1,042,432.317 1,402,386.251   MT  1.00004010   -0 47 49.0
 MJ1128;SPC IA S     -   208,983.676   402,388.258   MT  1.00001775   -0 46 28.4
 MJ1128;UTM  15      - 4,637,354.928   360,934.692   MT  0.99983798   -1 07 07.9
 MJ1128
 MJ1128                          SUPERSEDED SURVEY CONTROL
 MJ1128
 MJ1128  NAD 83(1986)-  41 52 33.21771(N)    094 40 33.23149(W) AD(       ) 4
 MJ1128  NAD 27      -  41 52 33.26700(N)    094 40 32.31000(W) AD(       ) 3
 MJ1128
 MJ1128.Superseded values are not recommended for survey control.
 MJ1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1128.See file dsdata.txt to determine how the superseded data were derived.
 MJ1128
 MJ1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG6093537355(NAD 83)
 MJ1128_MARKER: 53 = ELEVATED TANK
 MJ1128
 MJ1128  HISTORY     - Date     Condition        Report By
 MJ1128  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1128  HISTORY     - 1971     GOOD             USGS
 MJ1128
 MJ1128                          STATION DESCRIPTION
 MJ1128
 MJ1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1128'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF COON RAPIDS,
 MJ1128'IOWA.  IT IS LOCATED ON THE S SIDE OF BRIDGE STREET, BETWEEN
 MJ1128'THIRD AND FOURTH AVENUES.  IT IS 50 FEET S OF BRIDGE STREET,
 MJ1128'AND 90 FEET E OF FOURTH AVENUE, IN SECTION 34, T 82 N, R 33 W.
 MJ1128'IT WAS ERECTED IN 1912.  THE TANK IS THE MOST PROMINENT OBJECT
 MJ1128'IN TOWN AND CAN BE SEEN FOR CONSIDERABLE DISTANCE FROM THE S,
 MJ1128'E AND W.  THERE ARE TALL TREES ON THE N SIDE.
 MJ1128'
 MJ1128'THE TANK HAS FOUR BLACK TRUSS-WORK LEGS ABOUT 60 FEET HIGH.
 MJ1128'THE OVAL SECTION EXTENDS DOWNWARD ABOUT 10 FEET.  THE VERTICAL
 MJ1128'SECTION, 25 FEET IN HEIGHT, HAS A CAT-WALK AND WHITE RAIL AROUND
 MJ1128'ITS BASE AND THE WORDS COON RAPIDS IN WHITE LETTERS ON THE W
 MJ1128'SIDE.  THE ROOF IS CONICAL, ABOUT 3 FEET HIGH, OF GREY METAL
 MJ1128'AND HAS A 3-FOOT FINIAL AT ITS APRX.  THE TOTAL HEIGHT IS
 MJ1128'ABOUT 90 FEET.
 MJ1128
 MJ1128                          STATION RECOVERY (1971)
 MJ1128
 MJ1128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JPM)
 MJ1128'THIS WATER TANK HAS BEEN DISMANTLED.  A NEW COON RAPIDS WATER
 MJ1128'TANK HAS BEEN ERECTED APPROXIMATELY 1550 FT N. AND 200 FT W.
 MJ1128'OF THIS SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0437 ***********************************************************************
 LE0437  CBN         -  This is a Cooperative Base Network Control Station.
 LE0437  DESIGNATION -  COPELAND
 LE0437  PID         -  LE0437
 LE0437  STATE/COUNTY-  IA/JEFFERSON
 LE0437  USGS QUAD   -  ELDON (1965)
 LE0437
 LE0437                         *CURRENT SURVEY CONTROL
 LE0437  ___________________________________________________________________
 LE0437* NAD 83(1996)-  40 55 18.05723(N)    092 07 51.65037(W)     ADJUSTED  
 LE0437* NAVD 88     -       237.5    (meters)     779.     (feet)  GPS OBS   
 LE0437  ___________________________________________________________________
 LE0437  X           -    -179,469.681 (meters)                     COMP
 LE0437  Y           -  -4,823,109.257 (meters)                     COMP
 LE0437  Z           -   4,155,989.344 (meters)                     COMP
 LE0437  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 LE0437  ELLIP HEIGHT-         204.65  (meters)          (06/15/04) GPS OBS
 LE0437  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LE0437
 LE0437  HORZ ORDER  -  B
 LE0437  ELLP ORDER  -  FOURTH    CLASS I
 LE0437
 LE0437.The horizontal coordinates were established by GPS observations
 LE0437.and adjusted by the National Geodetic Survey in August 1997..
 LE0437
 LE0437.The orthometric height was determined by GPS observations and a
 LE0437.high-resolution geoid model.
 LE0437
 LE0437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LE0437
 LE0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0437
 LE0437.The ellipsoidal height was determined by GPS observations
 LE0437.and is referenced to NAD 83.
 LE0437
 LE0437.The geoid height was determined by GEOID03.
 LE0437
 LE0437;                    North         East     Units Scale Factor Converg.
 LE0437;SPC IA S     -   103,258.538   615,306.767   MT  0.99996018   +0 54 06.3
 LE0437;UTM  15      - 4,530,426.614   573,169.896   MT  0.99966589   +0 34 09.2
 LE0437
 LE0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0437!SPC IA S     -   0.99996790  x   0.99996018  =   0.99992808
 LE0437!UTM  15      -   0.99996790  x   0.99966589  =   0.99963380
 LE0437
 LE0437:                Primary Azimuth Mark                     Grid Az
 LE0437:SPC IA S     -  COPELAND AZ MK RESET                     359 10 44.9
 LE0437:UTM  15      -  COPELAND AZ MK RESET                     359 30 42.0
 LE0437
 LE0437|---------------------------------------------------------------------|
 LE0437| PID    Reference Object                     Distance      Geod. Az  |
 LE0437|                                                           dddmmss.s |
 LE0437| CL8314 COPELAND AZ MK RESET                               0000451.2 |
 LE0437| CL8313 COPELAND AZ MK                                     0002435.2 |
 LE0437| CL8315 COPELAND RM 1                        43.742 METERS 00822     |
 LE0437| CL8317 COPELAND RM 3                        51.688 METERS 02509     |
 LE0437| MG0849 FAIRFIELD IA MALLEABLE CO STK       APPROX.16.5 KM 0522238.5 |
 LE0437| MG0851 FAIRFIELD PHILCO DEXTER DIV TK      APPROX.16.5 KM 0524741.0 |
 LE0437| MG0842 FAIRFIELD NORTH MUNICIPAL TANK      APPROX.16.8 KM 0530543.0 |
 LE0437| MG0847 FAIRFIELD LOUDEN MACHINERY TK       APPROX.16.5 KM 0542828.3 |
 LE0437| MG0852 FAIRFIELD IA ELEC P AND L MAST      APPROX.17.1 KM 0551811.2 |
 LE0437| MG0848 FAIRFIELD JEFF CO CTHSE TOWER       APPROX.17.1 KM 0552821.3 |
 LE0437| MG0845 FAIRFIELD LOGAN SCHOOL SPIRE        APPROX.16.4 KM 0562734.9 |
 LE0437| MG0844 FAIRFIELD SOUTH MUNICIPAL TANK      APPROX.17.0 KM 0565943.5 |
 LE0437| LD0873 BIRMINGHAM MICH WIS PLINE MAST      APPROX.14.2 KM 0980928.2 |
 LE0437| CL8318 COPELAND RM 4                        31.343 METERS 12717     |
 LE0437| CL8316 COPELAND RM 2                        34.525 METERS 26304     |
 LE0437| MH0531 OTTUMWA MUNICIPAL TANK              APPROX.25.5 KM 2983703.0 |
 LE0437|---------------------------------------------------------------------|
 LE0437
 LE0437                          SUPERSEDED SURVEY CONTROL
 LE0437
 LE0437  ELLIP H (08/25/97)  204.69   (m)                       GP(       ) 4 1
 LE0437  NAD 83(1986)-  40 55 18.06378(N)    092 07 51.66356(W) AD(       ) 1
 LE0437  NAD 27      -  40 55 17.99340(N)    092 07 51.02330(W) AD(       ) 1
 LE0437
 LE0437.Superseded values are not recommended for survey control.
 LE0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0437.See file dsdata.txt to determine how the superseded data were derived.
 LE0437
 LE0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF7317030427(NAD 83)
 LE0437_MARKER: DS = TRIANGULATION STATION DISK
 LE0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0437_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0437_STAMPING: COPELAND 1934
 LE0437_MARK LOGO: CGS   
 LE0437_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LE0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0437+STABILITY: SURFACE MOTION
 LE0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0437+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1996
 LE0437
 LE0437  HISTORY     - Date     Condition        Report By
 LE0437  HISTORY     - 1934     MONUMENTED       CGS
 LE0437  HISTORY     - 1938     GOOD             IOWAGS
 LE0437  HISTORY     - 1955     GOOD             CGS
 LE0437  HISTORY     - 19961205 GOOD             IADT
 LE0437  HISTORY     - 20000323 GOOD             AERSVC
 LE0437
 LE0437                          STATION DESCRIPTION
 LE0437
 LE0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0437'STATION IS ABOUT 10 MILES SW OF FAIRFIELD, 5 MILES E OF ELDON AND
 LE0437'16 MILES SE OF OTTUMWA, IN THE SW CORNER OF THE NE 1/4, SEC. 28,
 LE0437'T 71 N, R 11 W, ON LAND OWNED AND OCCUPIED BY MR. COPELAND.  THE
 LE0437'STATION MARK IS IN THE NW CORNER OF T-INTERSECTION, 30 FEET N OF
 LE0437'CENTER LINE OF DIRT ROAD, 30 FEET W OF CENTER LINE OF DIRT ROAD,
 LE0437'22 FEET N OF W OF A LONE ELM TREE, 25 FEET NW OF FENCE CORNER
 LE0437'AND IS BELOW THE SURFACE 12 INCHES.
 LE0437'
 LE0437'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LE0437'BRONZE DISKS SET IN CONCRETE.
 LE0437'
 LE0437'REFERENCE MARK NO.1 IS NNE OF THE STATION, 2 FEET W OF FENCE
 LE0437'LINE, 20 FEET W OF THE CENTER LINE OF ROAD AND PROJECTS 6 INCHES
 LE0437'ABOVE THE SURFACE.
 LE0437'
 LE0437'REFERENCE MARK NO. 2 IS W OF THE STATION, 1 FOOT N OF THE FENCE
 LE0437'LINE, 15 FEET N OF THE CENTER LINE OF ROAD AND PROJECTS 8 INCHES
 LE0437'ABOVE THE SURFACE.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS
 LE0437'204.91 FEET.
 LE0437'
 LE0437'AZIMUTH MARK IS N OF THE STATION, IN THE SE CORNER OF THE
 LE0437'SCHOOLHOUSE LOT, 30 FEET W OF THE CENTER LINE OF ROAD, 100 FEET
 LE0437'SE OF SCHOOLHOUSE, 10 FEET W OF FENCE CORNER AND PROJECTS 10
 LE0437'INCHES ABOVE THE SURFACE.
 LE0437'
 LE0437'TO REACH FROM ELDON, AT THE INTERSECTION OF RAILROAD AND IOWA
 LE0437'STATE HIGHWAY 98, N ON IOWA STATE HIGHWAY 98. 2.5 MILES TO T-ROAD,
 LE0437'THENCE W ON DIRT ROAD 5.35 MILES TO T-ROAD, GO 1.0 MILE S
 LE0437'TO T-ROAD, THENCE W 0.25 MILE TO SIDE ROAD LEADING S.  S ON THIS
 LE0437'ROAD 1.0 MILE TO T-ROAD AND STATION.
 LE0437'
 LE0437'ALL LIGHTS CAME INTO VIEW AT 45 FEET.
 LE0437
 LE0437                          STATION RECOVERY (1938)
 LE0437
 LE0437'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1938
 LE0437'THIS STATION IS INSIDE THE FENCE CORNER ON THE NW CORNER OF THE
 LE0437'INTERSECTION AND IS 21.7 FEET NW OF SPIKE IN N 1/4 OF SPLIT 28-INCH
 LE0437'WILD CHERRY TREE, 5.0 FEET W OF N AND S FENCE LINE, 14.4
 LE0437'FEET N OF E AND W FENCE LINE AND 14.3 FEET NNW OF SPIKE IN CORNER
 LE0437'POST.  IT IS 12 INCHES DEEP.
 LE0437'
 LE0437'REFERENCE MARK NO. 1, WAS LOWERED IN PLACE AND IS NOW 12 INCHES
 LE0437'DEEP AT TOE OF SHOULDER IN DITCH LINE AND IS 148.8 FEET N OF SPIKE
 LE0437'IN N 1/2 OF SPLIT 28-INCH WILD CHERRY TREE, 15.2 FEET E OF SPIKE IN
 LE0437'FENCE POST, 32.8 FEET NE OF SPIKE IN FENCE POST, AND 34.8 FEET
 LE0437'SE OF SPIKE IN FENCE POST.  THESE FENCE POSTS ARE ALTERNATING
 LE0437'POSTS (X REFERENCE MARK NO. 1).
 LE0437'
 LE0437'REFERENCE MARK NO. 2, IS ON THE E AND W FENCE LINE ON THE N SIDE
 LE0437'OF THE ROAD RUNNING E AND W THROUGH THE CENTER OF SECTION 28-71-11
 LE0437'AND IS 118 FEET W OF CORNER POST AND PROJECTS 8 INCHES ABOVE
 LE0437'THE SURFACE.
 LE0437'
 LE0437'AZIMUTH MARK WAS LOWERED IN PLACE AND IS NOW 6 INCHES DEEP AT TOE
 LE0437'OF BACK SLOPE, AND IS 7.3 FEET E OF CORNER FENCE POST ON LINE
 LE0437'WITH FENCE, 23.0 FEET ESE OF SPIKE IN 28-INCH ELM TREE, 90.4 FEET
 LE0437'SE OF NE CORNER OF FOUNDATION OF SCHOOLHOUSE, 103.3 FEET SSE OF
 LE0437'SPIKE IN 24-INCH BOX ELDER AND 58.7 FEET W OF E FENCE LINE.
 LE0437
 LE0437                          STATION RECOVERY (1955)
 LE0437
 LE0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LE0437'THE STATION WAS RECOVERED AS DESCRIBED 14 INCHES BELOW THE GROUND
 LE0437'SURFACE.  REFERENCE MARKS NO 1, NO 2 AND THE AZIMUTH MARKS HAVE BEEN
 LE0437'DESTROYED DUE TO THE WIDENING OF THE ROAD.
 LE0437'
 LE0437'THE STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF OTTUMWA, 5
 LE0437'MILES EAST OF ELDON AND 5 MILES SOUTHWEST OF LIBERTYVILLE ON
 LE0437'PROPERTY OWNED BY MR. COPELAND.
 LE0437'
 LE0437'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED COPELAND 1934
 LE0437'SET IN CONCRETE ABOUT 14 INCHES BELOW THE GROUND SURFACE.  IT IS
 LE0437'IN THE FENCE LINE 5-1/2 FEET WEST OF A FENCE CORNER, 3-1/2 FEET
 LE0437'WEST OF A WITNESS POST, 33-1/2 FEET WEST OF THE CENTER LINE OF A
 LE0437'NORTH-SOUTH ROAD AND 32 FEET NORTH OF THE CENTER LINE OF AN
 LE0437'EAST-WEST ROAD.
 LE0437'
 LE0437'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LIBERTYVILLE,
 LE0437'GO WEST ON GRAVELED ROAD FOR 3.25 MILES, TURN LEFT (SOUTH) FOR
 LE0437'1.5 MILES, TURN RIGHT (WEST) FOR 0.7 MILE, TURN LEFT (SOUTH) FOR
 LE0437'0.4 MILE TO THE AZIMUTH MARK ON THE WEST SIDE OF THE ROAD IN THE
 LE0437'SOUTHEAST CORNER OF A SCHOOL YARD.  CONTINUE SOUTH FOR 0.6 MILE
 LE0437'TO A T INTERSECTION AND THE STATION ON THE RIGHT.
 LE0437'
 LE0437'REFERENCE MARK 3 IS A STANDARD DISK STAMPED COPELAND NO 3
 LE0437'1934 1955 SET IN A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING
 LE0437'ABOUT 6 INCHES, 31-1/2 FEET EAST OF THE CENTER LINE OF A
 LE0437'NORTH-SOUTH ROAD, 2 FEET WEST OF A FENCE LINE AND 25 FEET SOUTH
 LE0437'SOUTHEAST OF TELEPHONE POLE
 LE0437'
 LE0437'REFERENCE MARK 4 IS A STANDARD DISK STAMPED COPELAND NO 4 1934
 LE0437'1955 SET IN A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2
 LE0437'INCHES, 1-1/2 FEET NORTH OF A FENCE LINE AND 31 FEET SOUTH OF THE
 LE0437'CENTER LINE OF AN EAST-WEST ROAD.
 LE0437'
 LE0437'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COPELAND 1934 1955
 LE0437'SET IN A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 10
 LE0437'INCHES, 11.0 FEET WEST OF A FENCE CORNER, 44.0 FEET WEST OF THE
 LE0437'CENTER LINE OF A NORTH-SOUTH ROAD, 18.6 FEET EAST SOUTHEAST OF
 LE0437'THE SOUTHEAST CORNER OF A SHED IN THE SOUTHEAST CORNER OF A
 LE0437'SCHOOL YARD.  IT IS 0.6 MILE NORTH OF THE STATION.
 LE0437
 LE0437                          STATION RECOVERY (1996)
 LE0437
 LE0437'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (HAT)
 LE0437'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 34 AND COUNTY RD
 LE0437'H 43 IN BATAVIA, GO SOUTH ON COUNTY RD H 43 FOR 2.8 MI (4.5 KM) WHERE
 LE0437'H 43 TURNS EAST.  CONTINUE SOUTH ON A PAVED ROAD FOR 0.5 MI (0.8 KM)
 LE0437'TO THE END OF THE PAVING.  CONTINUE SOUTH ON A GRAVEL ROAD FOR 1.5 MI
 LE0437'(2.4 KM) TO A CROSSROAD.  TURN LEFT AND GO EASTERLY ON A GRAVEL ROAD
 LE0437'FOR 2.3 MI (3.7 KM) TO AN INTERSECTION WITH A GRAVEL ROAD NORTH
 LE0437'(CLEARWOOD AVE.) AND THE STATION ON THE LEFT, IN THE NORTHWEST PART OF
 LE0437'THE INTERSECTION OF CLEARWOOD AVE.  AND 265TH STREET.  THE STATION IS
 LE0437'31 FT (9.4 M) NORTH OF THE CENTERLINE OF 265TH STREET, 7 FT (2.1 M)
 LE0437'WEST OF A FENCE CORNER, 2.7 FT (0.8 M) SOUTH OF A FENCE, AND 1.5 FT
 LE0437'(0.5 M) SOUTH OF A PINK STATE HARN SURVEY SIGN.  AN IRON PIN WAS
 LE0437'DRIVEN ON THE NORTH EDGE OF THE MONUMENT TO AID IN SEARCHING FOR THE
 LE0437'MONUMENT WITH A METAL DETECTOR.
 LE0437
 LE0437                          STATION RECOVERY (2000)
 LE0437
 LE0437'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LE0437'FOUND IN GOOD CONDITION 1 FT BELOW THE SURFACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0875 ***********************************************************************
 MG0875  DESIGNATION -  CORALVILLE TB HOSPITAL STACK
 MG0875  PID         -  MG0875
 MG0875  STATE/COUNTY-  IA/JOHNSON
 MG0875  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0875
 MG0875                         *CURRENT SURVEY CONTROL
 MG0875  ___________________________________________________________________
 MG0875* NAD 83(1996)-  41 42 19.47132(N)    091 36 12.43481(W)     ADJUSTED  
 MG0875* NAVD 88     -                                                        
 MG0875  ___________________________________________________________________
 MG0875  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 MG0875  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 MG0875
 MG0875  HORZ ORDER  -  THIRD
 MG0875
 MG0875.The horizontal coordinates were established by classical geodetic methods
 MG0875.and adjusted by the National Geodetic Survey in May 1999..
 MG0875
 MG0875
 MG0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0875
 MG0875.The geoid height was determined by GEOID03.
 MG0875
 MG0875;                    North         East     Units Scale Factor Converg.
 MG0875;SPC IA S     -   191,108.889   657,838.374   MT  0.99998709   +1 14 57.3
 MG0875;UTM  15      - 4,618,011.130   616,191.869   MT  0.99976613   +0 55 45.2
 MG0875
 MG0875                          SUPERSEDED SURVEY CONTROL
 MG0875
 MG0875  NAD 83(1986)-  41 42 19.47187(N)    091 36 12.44254(W) AD(       ) 4
 MG0875  NAD 27      -  41 42 19.41200(N)    091 36 11.83200(W) AD(       ) 3
 MG0875
 MG0875.Superseded values are not recommended for survey control.
 MG0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0875.See file dsdata.txt to determine how the superseded data were derived.
 MG0875
 MG0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1619218011(NAD 83)
 MG0875_MARKER: 63 = STACK
 MG0875
 MG0875  HISTORY     - Date     Condition        Report By
 MG0875  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0875
 MG0875                          STATION DESCRIPTION
 MG0875
 MG0875'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1169 ***********************************************************************
 MJ1169  DESIGNATION -  CORLEY
 MJ1169  PID         -  MJ1169
 MJ1169  STATE/COUNTY-  IA/SHELBY
 MJ1169  USGS QUAD   -  SHELBY (1978)
 MJ1169
 MJ1169                         *CURRENT SURVEY CONTROL
 MJ1169  ___________________________________________________________________
 MJ1169* NAD 83(1996)-  41 33 36.31167(N)    095 23 01.48229(W)     ADJUSTED  
 MJ1169* NAVD 88     -       433.     (meters)    1421.     (feet)  SCALED    
 MJ1169  ___________________________________________________________________
 MJ1169  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 MJ1169  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 MJ1169
 MJ1169  HORZ ORDER  -  FIRST
 MJ1169
 MJ1169.The horizontal coordinates were established by classical geodetic methods
 MJ1169.and adjusted by the National Geodetic Survey in May 1999..
 MJ1169
 MJ1169.The orthometric height was scaled from a topographic map.
 MJ1169
 MJ1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1169
 MJ1169.The geoid height was determined by GEOID03.
 MJ1169
 MJ1169;                    North         East     Units Scale Factor Converg.
 MJ1169;SPC IA S     -   174,949.525   342,877.286   MT  0.99996798   -1 14 27.0
 MJ1169;UTM  15      - 4,603,679.029   301,223.064   MT  1.00008627   -1 34 54.9
 MJ1169
 MJ1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1169!SPC IA S     -   0.99993657  x   0.99996798  =   0.99990455
 MJ1169!UTM  15      -   0.99993657  x   1.00008627  =   1.00002283
 MJ1169
 MJ1169|---------------------------------------------------------------------|
 MJ1169| PID    Reference Object                     Distance      Geod. Az  |
 MJ1169|                                                           dddmmss.s |
 MJ1169| CL6275 CORLEY RM 4                          14.463 METERS 00137     |
 MJ1169| CL6272 CORLEY RM 1                          21.260 METERS 01724     |
 MJ1169| CL6276 CORLEY RM 5                          35.848 METERS 02239     |
 MJ1169| MJ1167 HARLAN MUNICIPAL TANK               APPROX.11.4 KM 0224930.5 |
 MJ1169| CL6274 CORLEY RM 3                          33.479 METERS 09243     |
 MJ1169| MJ1163 ELK HORN MICROWAVE TOWER            APPROX.27.2 KM 0932535.7 |
 MJ1169| MJ1170 SHELBY TANK                         APPROX. 7.9 KM 2332032.7 |
 MJ1169| CL6273 CORLEY RM 2 AZIMUTH                                27134     |
 MJ1169| MJ1171 WESTPHALIA ST BONIFACES CHURCH      APPROX.17.9 KM 3565721.4 |
 MJ1169|---------------------------------------------------------------------|
 MJ1169
 MJ1169                          SUPERSEDED SURVEY CONTROL
 MJ1169
 MJ1169  NAD 83(1996)-  41 33 36.31531(N)    095 23 01.48898(W) AD(       ) 1
 MJ1169  NAD 83(1986)-  41 33 36.31590(N)    095 23 01.49126(W) AD(       ) 1
 MJ1169  NAD 27      -  41 33 36.35300(N)    095 23 00.48400(W) AD(       ) 1
 MJ1169
 MJ1169.Superseded values are not recommended for survey control.
 MJ1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1169.See file dsdata.txt to determine how the superseded data were derived.
 MJ1169
 MJ1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0122303679(NAD 83)
 MJ1169_MARKER: DS = TRIANGULATION STATION DISK
 MJ1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1169
 MJ1169  HISTORY     - Date     Condition        Report By
 MJ1169  HISTORY     - 1930     MONUMENTED       CGS
 MJ1169  HISTORY     - 1934     GOOD             IOWAGS
 MJ1169  HISTORY     - 1962     GOOD             USGS
 MJ1169  HISTORY     - 1968     GOOD             CGS
 MJ1169  HISTORY     - 1969     GOOD             CGS
 MJ1169  HISTORY     - 1972     GOOD             NGS
 MJ1169
 MJ1169                          STATION DESCRIPTION
 MJ1169
 MJ1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MJ1169'STATION ABOUT 7-1/2 MILES SW OF HARLAN, 4 MILES SE OF TENNANT, AND
 MJ1169'3 MILES W AND 1-1/4 MILES S OF CORLEY, A VILLAGE ON ROUTE 7, 5
 MJ1169'MILES S OF HARLAN.  THE STATION IS IN THE NE CORNER OF A PASTURE
 MJ1169'ON LAND OWNED BY EMIL MEEVES OF AVOCA, AND OCCUPIED BY PAUL EGGERS
 MJ1169'WHO LIVES ABOUT 300 YARDS S OF THE STATION.  THE SITE IS NEAR
 MJ1169'A PROMINENT GROVE OF TREES AND IS 12.7 METERS S OF THE CENTER
 MJ1169'LINE OF A COUNTY ROAD, AND 24.5 METERS W OF THE CENTER LINE OF A
 MJ1169'SECTION-LINE ROAD.  THE STATION MARK IS DEPRESSED 12 INCHES
 MJ1169'AT A POINT, 4.3 METERS S OF A FENCE LINE AND 16.15 METERS SW OF
 MJ1169'A CORNER FENCE POST.
 MJ1169'
 MJ1169'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MJ1169'DISKS SET IN CONCRETE.
 MJ1169'
 MJ1169'REFERENCE MARK NO. 1 IS ON THE S EDGE OF THE PROMINENT GROVE OF
 MJ1169'TREES ACROSS THE COUNTY ROAD JUST N OF THE STATION.  THE MARK
 MJ1169'IS 8 INCHES ABOVE THE SURFACE AT A POINT 1.2 METERS S OF A FENCE
 MJ1169'8.2 METERS N OF THE CENTER LINE OF THE ROAD, AND 18.8 METERS W OF
 MJ1169'THE CENTER LINE OF THE SECTION-LINE ROAD.  REFERENCE MARK NO. 2
 MJ1169'IS ON THE N SIDE OF THE COUNTY ROAD ABOUT 0.45 MILE W OF THE
 MJ1169'SECTION-LINE ROAD.  THE MARK IS 8 INCHES ABOVE THE SURFACE,
 MJ1169'0.9 METER S OF A FENCE CORNER, AND 8.9 METERS N OF THE CENTER LINE
 MJ1169'OF THE ROAD.
 MJ1169'
 MJ1169'TO REACH FROM HARLAN BY HIGHWAY 7, PAVED, S ABOUT 5 MILES TO THE
 MJ1169'CORNER JUST W OF CORLEY, THENCE W 2-1/4 MILES S 1-1/4 MILES TO
 MJ1169'A POINT WHERE A ROAD LEADS W.  THE STATION IS LOCATED IN THE SW
 MJ1169'CORNER OF THIS JUNCTION.
 MJ1169'
 MJ1169'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MJ1169
 MJ1169                          STATION RECOVERY (1934)
 MJ1169
 MJ1169'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MJ1169'STATION WAS FOUND BY THE ORIGINAL DESCRIPTION.  IN DIGGING THE
 MJ1169'PARTY STRUCK WITHIN 6 INCHES OF THE BRONZE MARKER SET IN THE
 MJ1169'CONCRETE.  THE MARKER IS A FULL 12 INCHES BELOW TOP OF GROUND.
 MJ1169'BOTH THE CONCRETE AND MARKER ARE IN EXCELLENT CONDITION AND HAVE
 MJ1169'TO ALL APPEARANCES BEEN LEFT AS ORIGINALLY SET.  THE REFERENCE
 MJ1169'MARKERS ARE ALSO IN GOOD CONDITION AND ARE EASILY LOCATED FROM
 MJ1169'THE DESCRIPTION.
 MJ1169'
 MJ1169'THE FENCE MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW GONE AS WELL
 MJ1169'AS THE E AND W ROAD ALONG THE SECTION LINE.  THIS ROAD IS NOW
 MJ1169'ABANDONED AND FENCED INTO THE ADJACENT FARM LAND.  THE FENCE
 MJ1169'WHICH HAS BEEN TAKEN OUT IS THE N FENCE ALONG THIS OLD ROAD.
 MJ1169'THE GROVE OF TREES IS STILL THERE.
 MJ1169
 MJ1169                          STATION RECOVERY (1962)
 MJ1169
 MJ1169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MJ1169'THE STATION WAS FOUND 12 INCHES UNDERGROUND.  THE MARK IS NOW
 MJ1169'BETWEEN TWO E-W ROWS OF SMALL FIR TREES, 78 FEET W OF CENTER LINE
 MJ1169'OF A N-S OIL SURFACE ROAD, 45 FEET W OF R-O-W FENCE, 46 FEET S
 MJ1169'OF E-W 1/16 SEC. FENCE, 23 FEET N OF AN E-W PIG LOT FENCE.
 MJ1169'
 MJ1169'REFERENCE MARK 1 IS IN CLEARED SE CORNER OF A PASTURE, IN CONCRETE
 MJ1169'POST PROJECTING 2 INCHES.  REFERENCE MARK 2 CANNOT BE SEEN FROM
 MJ1169'GROUND AT STATION AND WAS NOT SEARCHED FOR.
 MJ1169'
 MJ1169'THE E-W ROAD AND THE FENCES MENTIONED IN THE ORIGINAL DESCRIPTION
 MJ1169'HAVE BEEN REMOVED.
 MJ1169
 MJ1169                          STATION RECOVERY (1968)
 MJ1169
 MJ1169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JFS)
 MJ1169'STATION MARK AND REF. MK. 1 RECOVERED IN GOOD CONDITION.  REF. MKS.
 MJ1169'3 AND 4 WERE SET.  NEW DESCRIPTION FOLLOWS.  STATION IS LOCATED
 MJ1169'7.0 MI. S. AND 3.5 MI. W. OF HARLAN, 2.85 MI. W. AND 1.25 MI. S.
 MJ1169'OF CORLEY, IN THE SE 1/4 OF THE NE 1/4 SEC. 13, T78N, R40W, ON
 MJ1169'LAND OWNED BY O.H. BABBITT, IN A GROVE OF SMALL EVERGREENS ABOUT
 MJ1169'150 YDS. N-NE OF MR. BABITTS HOUSE.
 MJ1169'
 MJ1169'TO REACH THE STATION FROM THE POST OFFICE AT HARLAN DRIVE W. ON
 MJ1169'BALDWIN ST. FOR 0.3 MI. TO U.S. HWY. 59, TURN LEFT AND DRIVE S. ON
 MJ1169'HWY. 59 FOR 0.7 MI. TO JUNCTION WITH STATE HWY. 64, CONTINUE S. ON
 MJ1169'HWY. 59 FOR 5.1 MI. TO A BLACKTOP ROAD CROSSING AT THE SE CORNER
 MJ1169'OF A SMALL AIRPORT, TURN RIGHT AND DRIVE W. ON BLACKTOP ROAD FOR
 MJ1169'2.5 MI. TO A CROSSROADS, TURN LEFT AND DRIVE S. FOR 1.25 MI. TO
 MJ1169'STATION ON THE RIGHT.
 MJ1169'
 MJ1169'STATION MK. AND REF. MK. 1 ARE STANDARD USC AND GS DISKS STAMPED
 MJ1169'CORLEY 1930 AND SET IN CONCRETE.  REF. MKS. 3 AND 4 ARE USGS TABLETS
 MJ1169'STAMPED CORLEY 1930 1968 CRIMPED ON 10 FT. LENGTHS OF COPPER COATED
 MJ1169'ROD, DRIVEN FLUSH WITH GROUND AND SET IN 6 INCH TILE FILLED WITH
 MJ1169'GRAVEL.
 MJ1169'
 MJ1169'STATION MK. IS 77 FT. W. OF CENTERLINE OF N-S BLACKTOP ROAD, 46 FT.
 MJ1169'S. OF AN E-W. 1/16 SEC. LINE AND PROPERTY LINE FENCE AND ABOUT 10
 MJ1169'INCHES BELOW GROUND SURFACE.
 MJ1169'
 MJ1169'REF. MK. 1 IS 69.75 FT. (21.260 M.) N-NE OF STATION, IN A CULTIVATED
 MJ1169'FIELD, 56 FT. W. OF CENTERLINE OF THE BLACKTOP ROAD, 21 FT. N. OF
 MJ1169'THE PROPERTY LINE FENCE AND PROJECTS 5 INCHES.
 MJ1169'
 MJ1169'REF. MK. 3 IS 109.84 FT. (33.479M.) E. OF STATION, 33 FT. E. OF
 MJ1169'CENTERLINE OF THE BLACKTOP ROAD, AND 18 FT. N-NE OF A POWER LINE
 MJ1169'POLE AND 1 FT. W. OF R-O-W FENCE AND A METAL WITNESS POST.
 MJ1169'
 MJ1169'REF. MK. 4 IS 47.45 FT (14.463 M.) N. OF STATION, 76 FT. W OF
 MJ1169'CENTERLINE OF THE BLACKTOP ROAD, 1.5 FT. N. OF THE E-W PROPERTY LINE
 MJ1169'FENCE AND 1.5 FT. N-NE OF A METAL WITNESS POST.
 MJ1169'
 MJ1169'REF. MK. 3 TO REF. MK. 4 = 120.55 FT. (36.744M.).
 MJ1169
 MJ1169                          STATION RECOVERY (1969)
 MJ1169
 MJ1169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MJ1169'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 MJ1169'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS NOT SEARCHED FOR AND
 MJ1169'LINE OF SIGHT IS OBSTRUCTED BY A LARGE SHELTER BELT AND SITE OF THE
 MJ1169'MARK IS IN A CORN FIELD.  REFERENCE MARK NO. 3 AND REFERENCE MARK
 MJ1169'NO. 4 WERE SET BY THE U.S. GEOLOGICAL SURVEY.  THE SHELBY WATER
 MJ1169'TANK IS NO LONGER VISIBLE AT THE STATION SITE.  NO AZIMUTH MARK WAS
 MJ1169'SET BECAUSE OF NO VISIBLE OBJECTS AND NO SUITABLE PLACE DUE
 MJ1169'TO TREES AND GRAIN BINS.
 MJ1169'
 MJ1169'FOLLOWING IS A NEW DESCRIPTION.
 MJ1169'
 MJ1169'TO REACH THE STATION FROM THE POST OFFICE IN HARLAN, GO WEST ON
 MJ1169'BALDWIN STREET FOR 0.3 MILE TO U.S. HIGHWAY 59.  TURN LEFT AND GO
 MJ1169'SOUTH ON U.S. HIGHWAY 59 FOR 0.7 MILE TO THE JUNCTION OF STATE
 MJ1169'HIGHWAY 44.  CONTINUE SOUTH ON U.A. HIGHWAY 59 FOR 5.1 MILES TO A
 MJ1169'BLACKTOP ROAD CROSSING AT THE SOUTHEAST CORNER OF A SMALL
 MJ1169'AIRPORT.  TURN RIGHT AND GO WEST ON A BLACKTOP ROAD FOR 2.5 MILES
 MJ1169'TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A BLACKTOP ROAD
 MJ1169'FOR 1.25 MILES TO A SHELTER BELT AND THE STATION ON THE
 MJ1169'RIGHT.
 MJ1169'
 MJ1169'STATION MARK, A STANDARD DISK STAMPED CORLEY 1931, IS SET IN THE
 MJ1169'TOP OF A SQUARE CONCRETE POST WHICH IS 10 INCHES BELOW THE SURFACE
 MJ1169'OF THE GROUND.  IT IS 77 FEET WEST OF THE NORTH-SOUTH ROAD AND 46
 MJ1169'FEET SOUTH OF THE EAST-WEST PROPERTY LINE FENCE.  THE UNDERGROUND
 MJ1169'MARK WAS NOT INSPECTED.
 MJ1169'
 MJ1169'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CORLEY NO. 1 1930,
 MJ1169'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES
 MJ1169'IT IS 56 FEET WEST OF THE CENTER OF THE ROAD AND 21 FEET NORTH OF
 MJ1169'THE PROPERTY LINE FENCE.
 MJ1169'
 MJ1169'REFERENCE MARK NO. 3, A STANDARD U.S. GEOLOGICAL SURVEY DISK
 MJ1169'STAMPED CORLEY 1930 NO. 3 1968, IS CRIMPED ON THE TOP OF 10 FOOT
 MJ1169'LENGTH OF COPPER COATED PIPE DRIVEN FLUSH WITH GROUND AND SET IN A
 MJ1169'6-INCH TILE FILLED WITH GRAVEL.  IT IS 33 FEET EAST OF THE CENTER
 MJ1169'OF THE ROAD, 18 FEET NORTH-NORTHEAST OF A POWERLINE POLE, AND 1
 MJ1169'FOOT WEST OF A FENCE AND A METAL WITNESS POST.
 MJ1169'
 MJ1169'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CORLEY 1930 NO. 4
 MJ1169'1968, IS CRIMPED ON THE TOP OF 10 FOOT LENGTH OF COPPER COATED PIPE
 MJ1169'DRIVEN FLUSH WITH THE GROUND AND SET IN A 6-INCH TILE FILLED WITH
 MJ1169'GRAVEL.  THE MARK IS ALSO A U.S. GEOLOGICAL DISK.
 MJ1169'
 MJ1169'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2 MILES
 MJ1169'SOUTHWEST OF HARLAN.
 MJ1169
 MJ1169                          STATION RECOVERY (1972)
 MJ1169
 MJ1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MJ1169'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED AND
 MJ1169'FOUND AS PREVIOUSLY DESCRIBED IN 1969.  REFERENCE MARK 1 WAS FOUND
 MJ1169'LYING ON TOP THE GROUND BY A FENCE.  REFERENCE MARK 5 WAS
 MJ1169'ESTABLISHED THIS DATE.  THE DISTANCES AND DIRECTIONS TO REFERENCE
 MJ1169'MARKS 3 AND 4 COMPARED WITH THE PREVIOUS DATA.  THE 1969 ROUTE
 MJ1169'TO REACH THE STATION IS ADEQUATE.  FOLLOWING IS A DESCRIPTION
 MJ1169'FOR REFERENCE MARK 5.
 MJ1169'
 MJ1169'REFERENCE MARK 5 IS A STANDARD DISK STAMPED CORLEY NO 5 1930 1972,
 MJ1169'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MJ1169'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 51 FEET NORTH OF THE
 MJ1169'CENTER OF A GATE AND FIELD ROAD, 31 FEET WEST OF THE CENTER OF
 MJ1169'THE NORTH-SOUTH ROAD, 2 FEET SOUTHEAST OF A METAL WITNESS POST
 MJ1169'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 MJ1169'
 MJ1169'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2
 MJ1169'MILES SOUTHWEST OF HARLAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0641 ***********************************************************************
 NK0641  DESIGNATION -  CORN
 NK0641  PID         -  NK0641
 NK0641  STATE/COUNTY-  IA/BLACK HAWK
 NK0641  USGS QUAD   -  NEW HARTFORD (1971)
 NK0641
 NK0641                         *CURRENT SURVEY CONTROL
 NK0641  ___________________________________________________________________
 NK0641* NAD 83(1996)-  42 30 47.36169(N)    092 31 01.63611(W)     ADJUSTED  
 NK0641* NAVD 88     -       299.2    (meters)     982.     (feet)  VERTCON   
 NK0641  ___________________________________________________________________
 NK0641  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 NK0641  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 NK0641
 NK0641  HORZ ORDER  -  SECOND
 NK0641
 NK0641.The horizontal coordinates were established by classical geodetic methods
 NK0641.and adjusted by the National Geodetic Survey in May 1999..
 NK0641
 NK0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0641
 NK0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0641
 NK0641.The geoid height was determined by GEOID03.
 NK0641
 NK0641;                    North         East     Units Scale Factor Converg.
 NK0641;SPC IA N     - 1,113,006.962 1,580,768.792   MT  0.99994899   +0 39 58.1
 NK0641;UTM  15      - 4,706,866.867   539,668.011   MT  0.99961936   +0 19 34.7
 NK0641
 NK0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0641!SPC IA N     -   0.99995804  x   0.99994899  =   0.99990703
 NK0641!UTM  15      -   0.99995804  x   0.99961936  =   0.99957741
 NK0641
 NK0641:                Primary Azimuth Mark                     Grid Az
 NK0641:SPC IA N     -  CEDAR FALLS UNIV N IOWA STACK            088 40 23.9
 NK0641:UTM  15      -  CEDAR FALLS UNIV N IOWA STACK            089 00 47.3
 NK0641
 NK0641|---------------------------------------------------------------------|
 NK0641| PID    Reference Object                     Distance      Geod. Az  |
 NK0641|                                                           dddmmss.s |
 NK0641| NK0500 CEDAR FALLS UNIV N IOWA STACK       APPROX. 4.6 KM 0892022.0 |
 NK0641| CI6148 CORN RM 1                            13.092 METERS 13924     |
 NK0641| CI6149 CORN RM 2                            11.987 METERS 22115     |
 NK0641|---------------------------------------------------------------------|
 NK0641
 NK0641                          SUPERSEDED SURVEY CONTROL
 NK0641
 NK0641  NAD 83(1996)-  42 30 47.36239(N)    092 31 01.63570(W) AD(       ) 2
 NK0641  NAD 83(1986)-  42 30 47.35888(N)    092 31 01.63026(W) AD(       ) 2
 NK0641  NAD 27      -  42 30 47.41833(N)    092 31 00.94623(W) AD(       ) 2
 NK0641  NGVD 29 (07/19/86)  299.2    (m)          982.     (f) VERT ANG       
 NK0641
 NK0641.Superseded values are not recommended for survey control.
 NK0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0641.See file dsdata.txt to determine how the superseded data were derived.
 NK0641
 NK0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3966806867(NAD 83)
 NK0641_MARKER: DD = SURVEY DISK
 NK0641_SETTING: 0 = UNSPECIFIED SETTING
 NK0641
 NK0641  HISTORY     - Date     Condition        Report By
 NK0641  HISTORY     - 1970     MONUMENTED       USGS
 NK0641
 NK0641                          STATION DESCRIPTION
 NK0641
 NK0641'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0641'THE STATION IS ABOUT 3.9 MI WSW. OF CEDAR FALLS, ABOUT 650 FT
 NK0641'W. OF THE COR. OF SECS. 16, 17, 20 AND 21.  T. 89 N., R. 14
 NK0641'W., ALONG A PAVED CO. RD.
 NK0641'
 NK0641'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 20 AND S. HWY. 57
 NK0641'S. AT THE NW. EDGE OF CEDAR FALLS, GO S. ON S. HWY. 57 FOR 1.7 MI
 NK0641'TO A CROSSROADS, TURN RIGHT ON PAVED CO. RD. AND GO W. FOR 2.5
 NK0641'MI TO A T-RD. S., CONTINUE W. FOR ABOUT 650 FT TO A FIELD
 NK0641'ENTRANCE S. AND THE STATION ON THE LEFT.
 NK0641'
 NK0641'THE STATION MARK, STAMPED ET CORN 1970 IS 34 FT N. OF THE
 NK0641'S. RIGHT-OF-WAY FENCE, 17 FT S. AND 16 FT E. CENTER RD. AT
 NK0641'FIELD ENTRANCE S.
 NK0641'
 NK0641'REFERENCE MARK NO. 1, STAMPED CORN NO 1 1970 IS SE. OF THE
 NK0641'STATION, 49 FT S. AND 44 FT E. CENTER RD. AT FIELD ENTRANCE
 NK0641'S.  1.5 FT N. OF THE S. RIGHT-OF-WAY FENCE AND 1.5 FT N. OF
 NK0641'A USGS WITNESS POST.
 NK0641'
 NK0641'REFERENCE MARK NO. 2, STAMPED CORN NO 2 1970 IS SSW. OF
 NK0641'THE STATION, 47 FT S. AND 11 FT W. CENTER RD. AT FIELD ENTRANCE
 NK0641'S., 3 FT N. OF THE S. RIGHT-OF-WAY FENCE.  2.5 FT N. OF A POWER
 NK0641'LINE POLE.
 NK0641'
 NK0641'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0641'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NK0641'GRAVEL TO WITHIN 1 IN. OF CAP.
 NK0641'
 NK0641'REFERENCE MARKS 1 AND REFERENCE MARK 2 ARE SET FLUSH WITH THE
 NK0641'GROUND.  THE STATION MARK IS BURIED APPROX. 20 IN. BELOW THE
 NK0641'SURFACE WITH 1 ADDITIONAL 12 IN. LENGTH OF TILE IMMEDIATELY
 NK0641'ABOVE THE INITIAL TILE.
 NK0641'
 NK0641'NO AZIMUTH MARK WAS SET.
 NK0641'
 NK0641'REFERENCE AZIMUTH USED - UNIVERSITY OF NORTHERN IOWA POWER
 NK0641'PLANT STACK IN CEDAR FALLS, STATION IS THE CENTER OF THE TOP
 NK0641'OF THE UNIVERSITY OF NORTHERN IOWA POWER PLANT STACK, BUILT 1932
 NK0641'AND STANDS 196 FT HIGH.  IT IS CONSTRUCTED OF CONCRETE AND THE
 NK0641'TOP APPROX. 50 FT IS PAINTED BLACK.  IT IS LOCATED ABOUT 190 FT
 NK0641'N. AND ABOUT 160 FT E. OF INTERSECTION OF W. 27TH STREET AND
 NK0641'OHIO STREET, ON THE CAMPUS OF THE UNIVERSITY OF NORTHERN IOWA,
 NK0641'T. 89 N., R. 14 W., IN THE SE 1/4 OF SEC. 14.
 NK0641'
 NK0641'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0736 ***********************************************************************
 NK0736  DESIGNATION -  CORNELIA
 NK0736  PID         -  NK0736
 NK0736  STATE/COUNTY-  IA/WRIGHT
 NK0736  USGS QUAD   -  CORNELIA (1972)
 NK0736
 NK0736                         *CURRENT SURVEY CONTROL
 NK0736  ___________________________________________________________________
 NK0736* NAD 83(1996)-  42 48 02.98797(N)    093 41 08.62392(W)     ADJUSTED  
 NK0736* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 NK0736  ___________________________________________________________________
 NK0736  LAPLACE CORR-           7.52  (seconds)                    DEFLEC99
 NK0736  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 NK0736
 NK0736  HORZ ORDER  -  FIRST
 NK0736
 NK0736.The horizontal coordinates were established by classical geodetic methods
 NK0736.and adjusted by the National Geodetic Survey in May 1999..
 NK0736
 NK0736.The orthometric height was scaled from a topographic map.
 NK0736
 NK0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0736
 NK0736.The geoid height was determined by GEOID03.
 NK0736
 NK0736;                    North         East     Units Scale Factor Converg.
 NK0736;SPC IA N     - 1,144,508.977 1,484,807.466   MT  0.99994806   -0 07 33.2
 NK0736;UTM  15      - 4,738,925.685   443,927.076   MT  0.99963868   -0 27 57.4
 NK0736
 NK0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0736!SPC IA N     -   0.99994603  x   0.99994806  =   0.99989409
 NK0736!UTM  15      -   0.99994603  x   0.99963868  =   0.99958473
 NK0736
 NK0736:                Primary Azimuth Mark                     Grid Az
 NK0736:SPC IA N     -  CORNELIA AZ MK                           029 59 21.1
 NK0736:UTM  15      -  CORNELIA AZ MK                           030 19 45.3
 NK0736
 NK0736|---------------------------------------------------------------------|
 NK0736| PID    Reference Object                     Distance      Geod. Az  |
 NK0736|                                                           dddmmss.s |
 NK0736| CI6150 CORNELIA AZ MK                                     0295147.9 |
 NK0736| CI6151 CORNELIA RM 1                        29.017 METERS 04319     |
 NK0736| NK0689 COULTER WATER TANK                  APPROX.26.9 KM 1050921.7 |
 NK0736| CI6152 CORNELIA RM 2                        31.699 METERS 13732     |
 NK0736| NK0738 CLARION COUNTY CTHSE TOWER          APPROX. 8.5 KM 2063120.2 |
 NK0736| NK0740 CLARION CITY WATER TANK             APPROX. 8.7 KM 2064804.7 |
 NK0736| NK0744 EAGLE GROVE MUNICIPAL SPIPE         APPROX.23.3 KM 2294313.5 |
 NK0736| NK0745 EAGLE GROVE IOWA POWER CO STK       APPROX.23.2 KM 2295535.3 |
 NK0736| NK0743 EAGLE GROVE RDHSE SMOKESTACK        APPROX.23.1 KM 2304433.2 |
 NK0736| NK0742 GOLDFIELD MUNICIPAL TANK            APPROX.20.6 KM 2491106.3 |
 NK0736| NK0749 RENWICK MUNICIPAL TANK              APPROX.24.1 KM 2772533.1 |
 NK0736| NL0705 LUVERNE MUNICIPAL TANK              APPROX.34.7 KM 2900506.2 |
 NK0736| NK0747 KANAWHA MUNICIPAL TANK              APPROX.17.4 KM 3292811.7 |
 NK0736|---------------------------------------------------------------------|
 NK0736
 NK0736                          SUPERSEDED SURVEY CONTROL
 NK0736
 NK0736  NAD 83(1996)-  42 48 02.98798(N)    093 41 08.62284(W) AD(       ) 1
 NK0736  NAD 83(1986)-  42 48 02.98195(N)    093 41 08.61480(W) AD(       ) 1
 NK0736  NAD 27      -  42 48 03.08200(N)    093 41 07.85200(W) AD(       ) 1
 NK0736
 NK0736.Superseded values are not recommended for survey control.
 NK0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0736.See file dsdata.txt to determine how the superseded data were derived.
 NK0736
 NK0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4392738926(NAD 83)
 NK0736_MARKER: DS = TRIANGULATION STATION DISK
 NK0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0736
 NK0736  HISTORY     - Date     Condition        Report By
 NK0736  HISTORY     - 1938     MONUMENTED       CGS
 NK0736  HISTORY     - 1972     GOOD             USGS
 NK0736
 NK0736                          STATION DESCRIPTION
 NK0736
 NK0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0736'STATION IS ABOUT 5 MILES NE OF CLARION, 4 MILES SW OF BELMOND,
 NK0736'AND 14 MILES NW OF DOWS, IN THE NW 1/4 OF SEC. 9, T 92 N,
 NK0736'R 24 W, ON LAND OWNED BY THE WALKER ESTATE AND OCCUPIED
 NK0736'BY CLYDE D-AMBROSE.
 NK0736'
 NK0736'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NK0736'BRONZE DISKS SET IN CONCRETE.
 NK0736'
 NK0736'REACHED FROM CLARION, SW CORNER OF COURTHOUSE SQUARE, GO E
 NK0736'ON IOWA 10, PAVED, 1.3 MILES TO SIDE ROAD N AT CEMETERY,
 NK0736'THENCE N, COUNTY ROAD C, GRAVELED, FOLLOWING MARKED ROAD TO
 NK0736'SMALL TOWN OF CORNELIA.  COUNTY ROAD C, TURNS E, BUT CONTINUES
 NK0736'N ON GRAVEL 0.55 MILE TO CROSSROADS, CONTINUE N 0.25 MILE
 NK0736'TO TOP OF HILL AND MARK ON W.
 NK0736'
 NK0736'MARK IS SET 32 FEET W OF CENTER LINE OF ROAD, 2 FEET W OF
 NK0736'W RIGHT-OF-WAY FENCE, 0.25 MILE S OF WHERE ROAD PAST STATION
 NK0736'TURNS E, FLUSH WITH GROUND.
 NK0736'
 NK0736'REFERENCE MARK NO. 1 IS NE OF STATION ACROSS ROAD IN N-S
 NK0736'FENCE LINE PROJECTS 6 INCHES, DISTANCE IS 95.20
 NK0736'FEET.  REFERENCE MARK NO. 2 IS SE OF STATION, ACROSS ROAD
 NK0736'IN N-S FENCE LINE PROJECTS 6 INCHES, DISTANCE IS
 NK0736'104.00 FEET.
 NK0736'
 NK0736'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NE OF STATION.  FROM
 NK0736'STATION GO N 0.25 MILE, THENCE E 0.1 MILE TO FARMHOUSE ON
 NK0736'N.  MARK IS SET 50 FEET N OF CENTER LINE OF E-W ROAD IN SE
 NK0736'CORNER OF BARNYARD, 105 FEET E OF CENTER LINE OF FARM DRIVEWAY,
 NK0736'22 FEET N OF T-FENCE, IN A N-S FENCE LINE FLUSH
 NK0736'WITH GROUND.
 NK0736'
 NK0736'A 90-FOOT TOWER AT SCHLOMER (1926), DELANO, ROWAN, EAGLE AND
 NK0736'A 77-FOOT TOWER AT NACHAZEL (1926) IS VISIBLE FROM THE GROUND.
 NK0736'NEED 20-FOOT TO SEE A 90-FOOT TOWER AT PASKIN.
 NK0736'
 NK0736'HEIGHT OF LIGHT ABOVE STATION MARK - 30 FEET.
 NK0736
 NK0736                          STATION RECOVERY (1972)
 NK0736
 NK0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 NK0736'STATION, R.M. 2 AND AZ. MK. FOUND IN GOOD CONDITION EXCEPT
 NK0736'R.M. 1 DESTROYED
 NK0736'
 NK0736'DISTANCES AND DIRECTIONS CHECKED OK
 NK0736'
 NK0736'DESCRIPTION ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1302 ***********************************************************************
 LF1302  DESIGNATION -  CORNING MUNICIPAL TANK
 LF1302  PID         -  LF1302
 LF1302  STATE/COUNTY-  IA/ADAMS
 LF1302  USGS QUAD   -  CORNING SOUTH (1980)
 LF1302
 LF1302                         *CURRENT SURVEY CONTROL
 LF1302  ___________________________________________________________________
 LF1302* NAD 83(1996)-  40 59 41.76609(N)    094 44 13.40221(W)     ADJUSTED  
 LF1302* NAVD 88     -                                                        
 LF1302  ___________________________________________________________________
 LF1302  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 LF1302  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LF1302
 LF1302  HORZ ORDER  -  THIRD
 LF1302
 LF1302.The horizontal coordinates were established by classical geodetic methods
 LF1302.and adjusted by the National Geodetic Survey in May 1999..
 LF1302
 LF1302
 LF1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1302
 LF1302.The geoid height was determined by GEOID03.
 LF1302
 LF1302;                    North         East     Units Scale Factor Converg.
 LF1302;SPC IA S     -   111,225.818   395,920.297   MT  0.99995480   -0 48 53.5
 LF1302;UTM  15      - 4,539,647.890   353,896.569   MT  0.99986273   -1 08 22.9
 LF1302
 LF1302                          SUPERSEDED SURVEY CONTROL
 LF1302
 LF1302  NAD 83(1986)-  40 59 41.76609(N)    094 44 13.43255(W) AD(       ) 4
 LF1302  NAD 27      -  40 59 41.81800(N)    094 44 12.52700(W) AD(       ) 3
 LF1302
 LF1302.Superseded values are not recommended for survey control.
 LF1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1302.See file dsdata.txt to determine how the superseded data were derived.
 LF1302
 LF1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF5389739648(NAD 83)
 LF1302_MARKER: 53 = ELEVATED TANK
 LF1302
 LF1302  HISTORY     - Date     Condition        Report By
 LF1302  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1302  HISTORY     - 1958     GOOD             CGS
 LF1302
 LF1302                          STATION DESCRIPTION
 LF1302
 LF1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1302'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF CORNING, IOWA.
 LF1302'IT IS LOCATED IN THE SW CORNER OF THE BLOCK BOUNDED ON THE N BY
 LF1302'FOURTEENTH STREET, ON THE E BY NODAWAY STREET, ON THE S BY
 LF1302'THIRTEENTH STREET, AND ON THE W BY GROVE STREET.  THE TANK IS
 LF1302'ABOUT 220 FEET S OF THE CENTER LINE OF FOURTEENTH STREET, 135
 LF1302'FEET N OF THE CENTER LINE OF THIRTEENTH STREET AND 50 FEET E OF
 LF1302'THE CENTER LINE OF GROVE STREET.  IT IS IN THE NORTHWESTERN
 LF1302'PART OF THE TOWN AND IN NE 1/4 SECTION 34, T 72 N, R 34 W.  THE
 LF1302'TANK IS FAIRLY PROMINENT, BUT IS OBSCURED FROM SOME
 LF1302'DIRECTIONS BY TALL TREES.  IT WAS ERECTED IN 1909.
 LF1302'
 LF1302'THE TANK HAS FOUR BLACK TRUSS-WORK LEGS ABOUT 50 FEET HIGH.
 LF1302'THE SILVER OVAL SECTION EXTENDS DOWNWARD ABOUT 20 FEET.  THE
 LF1302'VERTICAL SECTION IS SILVER IN COLOR, ABOUT 30 FEET HIGH, AND HAS
 LF1302'A CAT WALK AND RAIL AROUND ITS BASE.  THE BLACK CONICAL ROOF IS
 LF1302'ABOUT 5 FEET HIGH AND HAS PROJECTING EAVES AND A BLACK BALL AT
 LF1302'ITS APEX.  THE TOTAL HEIGHT IS ABOUT 85 FEET.
 LF1302
 LF1302                          STATION RECOVERY (1958)
 LF1302
 LF1302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LF1302'THE STATION WAS CHECKED AND FOUND TO BE STILL THERE, NO
 LF1302'DESCRIPTION WAS FOUND AND THE STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1486 ***********************************************************************
 LF1486  DESIGNATION -  CORNPORT
 LF1486  PID         -  LF1486
 LF1486  STATE/COUNTY-  IA/ADAMS
 LF1486  USGS QUAD   -  BROOKS (1980)
 LF1486
 LF1486                         *CURRENT SURVEY CONTROL
 LF1486  ___________________________________________________________________
 LF1486* NAD 83(1996)-  40 59 49.93354(N)    094 45 18.48187(W)     ADJUSTED  
 LF1486* NAVD 88     -       388.4    (meters)    1274.     (feet)  VERTCON   
 LF1486  ___________________________________________________________________
 LF1486  X           -    -399,654.227 (meters)                     COMP
 LF1486  Y           -  -4,804,471.044 (meters)                     COMP
 LF1486  Z           -   4,162,423.545 (meters)                     COMP
 LF1486  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 LF1486  ELLIP HEIGHT-         357.78  (meters)          (05/06/99) GPS OBS
 LF1486  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LF1486
 LF1486  HORZ ORDER  -  THIRD
 LF1486  ELLP ORDER  -  FOURTH    CLASS I
 LF1486
 LF1486.This mark is at Corning Municipal Airport (CRZ)
 LF1486
 LF1486.The horizontal coordinates were established by GPS observations
 LF1486.and adjusted by the National Geodetic Survey in May 1999..
 LF1486
 LF1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1486
 LF1486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1486
 LF1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1486
 LF1486.The ellipsoidal height was determined by GPS observations
 LF1486.and is referenced to NAD 83.
 LF1486
 LF1486.The geoid height was determined by GEOID03.
 LF1486
 LF1486;                    North         East     Units Scale Factor Converg.
 LF1486;SPC IA S     -   111,499.521   394,403.071   MT  0.99995466   -0 49 36.3
 LF1486;UTM  15      - 4,539,930.166   352,381.055   MT  0.99986821   -1 09 05.8
 LF1486
 LF1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1486!SPC IA S     -   0.99994388  x   0.99995466  =   0.99989854
 LF1486!UTM  15      -   0.99994388  x   0.99986821  =   0.99981210
 LF1486
 LF1486:                Primary Azimuth Mark                     Grid Az
 LF1486:SPC IA S     -  CORNPORT AZ MK                           181 29 27.3
 LF1486:UTM  15      -  CORNPORT AZ MK                           181 48 56.8
 LF1486
 LF1486|---------------------------------------------------------------------|
 LF1486| PID    Reference Object                     Distance      Geod. Az  |
 LF1486|                                                           dddmmss.s |
 LF1486| LF1487 CORNPORT AZ MK                      APPROX. 0.8 KM 1803951.0 |
 LF1486|---------------------------------------------------------------------|
 LF1486
 LF1486                          SUPERSEDED SURVEY CONTROL
 LF1486
 LF1486  NAD 83(1986)-  40 59 49.93029(N)    094 45 18.46844(W) AD(       ) 3
 LF1486  NGVD 29 (07/09/90)  388.3    (m)         1274.     (f) GPS OBS        
 LF1486
 LF1486.Superseded values are not recommended for survey control.
 LF1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1486.See file dsdata.txt to determine how the superseded data were derived.
 LF1486
 LF1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF5238139930(NAD 83)
 LF1486_MARKER: I = METAL ROD
 LF1486_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1486_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1486_STAMPING: CORNPORT 1989
 LF1486_MARK LOGO: NGS   
 LF1486_PROJECTION: FLUSH
 LF1486_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1486+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1486_ROD/PIPE-DEPTH: 6.1  meters
 LF1486_SLEEVE-DEPTH  : 0.91 meters
 LF1486
 LF1486  HISTORY     - Date     Condition        Report By
 LF1486  HISTORY     - 1989     MONUMENTED       NGS
 LF1486
 LF1486                          STATION DESCRIPTION
 LF1486
 LF1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1486'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHWEST OF CORNING, AT
 LF1486'THE CORNING MUNICIPAL AIRPORT, AT THE JUNCTION OF THE ENTRANCE RAMP
 LF1486'AND RUNWAY.  OWNERSHIP--CITY OF CORNING, CORNING, IA 50841, PHONE
 LF1486'(515) 332-3012.  THE AIRPORT MANAGER IS MARSHAL MILLER, PHONE (515)
 LF1486'322-3385.  IF NO ANSWER CALL JOE WILLSON (CITY POLICE).
 LF1486'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 34 AND STATE
 LF1486'HIGHWAY 148, ON THE SOUTH SIDE OF CORNING, GO NORTH ON STATE HIGHWAY
 LF1486'148 FOR 1.05 KM (0.65 MI) TO THE INTERSECTION OF 6TH STREET, (JUST
 LF1486'PAST A RAILROAD OVERPASS BRIDGE).  TURN LEFT, WEST, ON 6TH STREET FOR
 LF1486'0.8 KM (0.50 MI) TO A FORK.  BEAR RIGHT, WEST, ON HULL STREET (COUNTY
 LF1486'ROAD H 34) FOR 1.8 KM (1.10 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.
 LF1486'TURN LEFT, SOUTHWEST, ON THE AIRPORT ENTRANCE ROAD TO THE ROADS END
 LF1486'AND A GATE ON THE RIGHT.  PASS THROUGH THE GATE AND BEAR LEFT AROUND
 LF1486'THE HANGAR ONTO THE APRON AND ENTRANCE RAMP TO THE JUNCTION OF THE
 LF1486'RUNWAY AND THE STATION ON THE RIGHT.
 LF1486'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 LF1486'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 LF1486'SURROUNDED BY CONCRETE.  LOCATED 16.35 M (53.6 FT) SOUTH OF THE CENTER
 LF1486'OF THE ENTRANCE RAMP, 14.45 M (47.4 FT) WEST OF THE CENTER OF THE
 LF1486'RUNWAY, 4.3 M (14.1 FT) NORTHEAST OF A RUNWAY BEACON LIGHT AND 4.2 M
 LF1486'(13.8 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 LF1486'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LF1486'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1487 ***********************************************************************
 LF1487  DESIGNATION -  CORNPORT AZ MK
 LF1487  PID         -  LF1487
 LF1487  STATE/COUNTY-  IA/ADAMS
 LF1487  USGS QUAD   -  BROOKS (1980)
 LF1487
 LF1487                         *CURRENT SURVEY CONTROL
 LF1487  ___________________________________________________________________
 LF1487* NAD 83(1996)-  40 59 25.62053(N)    094 45 18.85383(W)     ADJUSTED  
 LF1487* NAVD 88     -       380.0    (meters)    1247.     (feet)  VERTCON   
 LF1487  ___________________________________________________________________
 LF1487  X           -    -399,703.153 (meters)                     COMP
 LF1487  Y           -  -4,804,954.324 (meters)                     COMP
 LF1487  Z           -   4,161,851.901 (meters)                     COMP
 LF1487  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 LF1487  ELLIP HEIGHT-         349.37  (meters)          (05/06/99) GPS OBS
 LF1487  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LF1487
 LF1487  HORZ ORDER  -  THIRD
 LF1487  ELLP ORDER  -  FOURTH    CLASS I
 LF1487
 LF1487.This mark is at Corning Municipal Airport (CRZ)
 LF1487
 LF1487.The horizontal coordinates were established by GPS observations
 LF1487.and adjusted by the National Geodetic Survey in May 1999..
 LF1487
 LF1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1487
 LF1487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1487
 LF1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1487
 LF1487.The ellipsoidal height was determined by GPS observations
 LF1487.and is referenced to NAD 83.
 LF1487
 LF1487.The geoid height was determined by GEOID03.
 LF1487
 LF1487;                    North         East     Units Scale Factor Converg.
 LF1487;SPC IA S     -   110,749.744   394,383.557   MT  0.99995508   -0 49 36.6
 LF1487;UTM  15      - 4,539,180.577   352,357.293   MT  0.99986829   -1 09 05.5
 LF1487
 LF1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1487!SPC IA S     -   0.99994520  x   0.99995508  =   0.99990028
 LF1487!UTM  15      -   0.99994520  x   0.99986829  =   0.99981350
 LF1487
 LF1487:                Primary Azimuth Mark                     Grid Az
 LF1487:SPC IA S     -  CORNPORT                                 001 29 27.3
 LF1487:UTM  15      -  CORNPORT                                 001 48 56.2
 LF1487
 LF1487|---------------------------------------------------------------------|
 LF1487| PID    Reference Object                     Distance      Geod. Az  |
 LF1487|                                                           dddmmss.s |
 LF1487| LF1486 CORNPORT                            APPROX. 0.8 KM 0003950.7 |
 LF1487|---------------------------------------------------------------------|
 LF1487
 LF1487                          SUPERSEDED SURVEY CONTROL
 LF1487
 LF1487  NAD 83(1986)-  40 59 25.61734(N)    094 45 18.84028(W) AD(       ) 3
 LF1487  NGVD 29 (07/09/90)  379.9    (m)         1246.     (f) GPS OBS        
 LF1487
 LF1487.Superseded values are not recommended for survey control.
 LF1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1487.See file dsdata.txt to determine how the superseded data were derived.
 LF1487
 LF1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF5235739181(NAD 83)
 LF1487_MARKER: I = METAL ROD
 LF1487_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1487_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1487_STAMPING: CORNPORT AZ MK 1989
 LF1487_MARK LOGO: NGS   
 LF1487_PROJECTION: FLUSH
 LF1487_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1487+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1487_ROD/PIPE-DEPTH: 7.9  meters
 LF1487_SLEEVE-DEPTH  : 0.91 meters
 LF1487
 LF1487  HISTORY     - Date     Condition        Report By
 LF1487  HISTORY     - 1989     MONUMENTED       NGS
 LF1487
 LF1487                          STATION DESCRIPTION
 LF1487
 LF1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1487'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHWEST OF CORNING, AT
 LF1487'THE CORNING MUNICIPAL AIRPORT, AT THE SOUTH END OF RUNWAY 35.
 LF1487'OWNERSHIP--CITY OF CORNING, CORNING, IA 50841, PHONE (515) 332-3012.
 LF1487'THE AIRPORT MANAGER IS MARSHAL MILLER, PHONE (515) 322-3385.  IF NO
 LF1487'ANSWER CALL JOE WILLSON (CITY POLICE).
 LF1487'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 34 AND STATE
 LF1487'HIGHWAY 148, ON THE SOUTH SIDE OF CORNING, GO NORTH ON STATE HIGHWAY
 LF1487'148 FOR 1.05 KM (0.65 MI) TO THE INTERSECTION OF 6TH STREET, (JUST
 LF1487'PAST A RAILROAD OVERPASS BRIDGE).  TURN LEFT, WEST, ON 6TH STREET FOR
 LF1487'0.8 KM (0.50 MI) TO A FORK.  BEAR RIGHT, WEST, ON HULL STREET (COUNTY
 LF1487'ROAD H 34) FOR 1.8 KM (1.10 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.
 LF1487'TURN LEFT, SOUTHWEST, ON THE AIRPORT ENTRANCE ROAD TO THE ROADS END
 LF1487'AND A GATE ON THE RIGHT.  PASS THROUGH THE GATE AND BEAR LEFT AROUND
 LF1487'THE HANGAR ONTO THE APRON AND ENTRANCE RAMP TO THE JUNCTION OF THE
 LF1487'RUNWAY.  TURN RIGHT, SOUTH, ONTO THE RUNWAY FOR 0.8 KM (0.50 MI) TO
 LF1487'THE END OF RUNWAY 35 AND THE STATION ON THE RIGHT.
 LF1487'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 LF1487'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 LF1487'SURROUNDED BY CONCRETE.  LOCATED 10.1 M (33.1 FT) WEST OF THE CENTER
 LF1487'OF THE RUNWAY, 2.4 M (7.9 FT) WEST OF THE SOUTHWEST CORNER OF THE
 LF1487'RUNWAY AND 2.4 M (7.9 FT) WEST OF A FIBERGLASS WITNESS POST.
 LF1487'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LF1487'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0376 ***********************************************************************
 NL0376  DESIGNATION -  CORRECTIONVILLE
 NL0376  PID         -  NL0376
 NL0376  STATE/COUNTY-  IA/WOODBURY
 NL0376  USGS QUAD   -  CORRECTIONVILLE (1969)
 NL0376
 NL0376                         *CURRENT SURVEY CONTROL
 NL0376  ___________________________________________________________________
 NL0376* NAD 83(1996)-  42 28 30.57468(N)    095 48 36.18952(W)     ADJUSTED  
 NL0376* NAVD 88     -       421.1    (meters)    1382.     (feet)  VERTCON   
 NL0376  ___________________________________________________________________
 NL0376  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 NL0376  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 NL0376
 NL0376  HORZ ORDER  -  SECOND
 NL0376
 NL0376.The horizontal coordinates were established by classical geodetic methods
 NL0376.and adjusted by the National Geodetic Survey in May 1999..
 NL0376
 NL0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0376
 NL0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0376
 NL0376.The geoid height was determined by GEOID03.
 NL0376
 NL0376;                    North         East     Units Scale Factor Converg.
 NL0376;SPC IA N     - 1,110,911.955 1,310,073.762   MT  0.99995098   -1 33 56.3
 NL0376;UTM  15      - 4,706,361.485   269,009.169   MT  1.00025653   -1 53 54.2
 NL0376
 NL0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0376!SPC IA N     -   0.99993824  x   0.99995098  =   0.99988922
 NL0376!UTM  15      -   0.99993824  x   1.00025653  =   1.00019475
 NL0376
 NL0376|---------------------------------------------------------------------|
 NL0376| PID    Reference Object                     Distance      Geod. Az  |
 NL0376|                                                           dddmmss.s |
 NL0376| CO2917 CORRECTIONVILLE RM 1                 16.358 METERS 00248     |
 NL0376| NL0665 CORRECTIONVILLE MUNICIPAL TANK      APPROX. 2.1 KM 0835814.7 |
 NL0376| NL0641 HOLSTEIN MUNICIPAL TANK             APPROX.21.9 KM 0860630.3 |
 NL0376| NL0647 CUSHING MUNICIPAL TANK              APPROX.11.0 KM 0960811.9 |
 NL0376| CO2918 CORRECTIONVILLE RM 2                 15.874 METERS 17940     |
 NL0376| CO2916 CORRECTIONVILLE AZ MK                              2421215.5 |
 NL0376| NL0666 CORRECTIONVILLE AZ MK 2             APPROX. 0.7 KM 2424448.0 |
 NL0376|---------------------------------------------------------------------|
 NL0376
 NL0376                          SUPERSEDED SURVEY CONTROL
 NL0376
 NL0376  NAD 83(1996)-  42 28 30.57497(N)    095 48 36.18933(W) AD(       ) 2
 NL0376  NAD 83(1996)-  42 28 30.57444(N)    095 48 36.18876(W) AD(       ) 2
 NL0376  NAD 83(1986)-  42 28 30.57515(N)    095 48 36.18826(W) AD(       ) 2
 NL0376  NAD 27      -  42 28 30.61300(N)    095 48 35.14100(W) AD(       ) 2
 NL0376  NGVD 29 (07/19/86)  421.0    (m)         1381.     (f) VERT ANG       
 NL0376
 NL0376.Superseded values are not recommended for survey control.
 NL0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0376.See file dsdata.txt to determine how the superseded data were derived.
 NL0376
 NL0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH6900906361(NAD 83)
 NL0376_MARKER: DS = TRIANGULATION STATION DISK
 NL0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0376_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0376_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NL0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0376+STABILITY: SURFACE MOTION
 NL0376
 NL0376  HISTORY     - Date     Condition        Report By
 NL0376  HISTORY     - 1950     MONUMENTED       CGS
 NL0376  HISTORY     - 1980     GOOD             NGS
 NL0376
 NL0376                          STATION DESCRIPTION
 NL0376
 NL0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0376'THE STATION IS LOCATED ON A PROMINENT HILL, ABOUT 1-1/2 MILES
 NL0376'WEST OF THE TOWN OF CORRECTIONVILLE.  IT IS 64 FEET NORTH OF THE
 NL0376'CENTERLINE OF THE ROAD, 53 FEET NORTH OF A FENCE CORNER AND
 NL0376'3 FEET WEST OF A NORTH AND SOUTH FENCE.  THE MARK PROJECTS
 NL0376'4 INCHES AND THE DISK IS STAMPED CORRECTIONVILLE 1950.
 NL0376'
 NL0376'REFERENCE MARK NO. 1 IS 91 FEET SOUTH OF A FENCE CORNER AND 1
 NL0376'FOOT WEST OF A NORTH AND SOUTH FENCE.  THE MARK PROJECTS 6
 NL0376'INCHES AND THE DISK IS STAMPED CORRECTIONVILLE NO 1 1950.
 NL0376'
 NL0376'REFERENCE MARK NO. 2 IS 13 FEET NORTH OF THE CENTERLINE OF THE
 NL0376'ROAD, 2 FEET NORTHWEST OF A FENCE CORNER.  THE MARK PROJECTS
 NL0376'6 INCHES AND THE DISK IS STAMPED CORRECTIONVILLE NO 2 1950.
 NL0376'
 NL0376'AZIMUTH MARK IS 54 FEET EAST OF THE CENTERLINE OF A DRIVEWAY,
 NL0376'30 FEET NORTH OF THE CENTERLINE OF HIGHWAY 20 AND 0.5 FEET
 NL0376'SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND
 NL0376'THE DISK IS STAMPED CORRECTIONVILLE 1950.
 NL0376'
 NL0376'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY
 NL0376'31 IN CORRECTIONVILLE, GO WEST ON HIGHWAYS 20 AND 31 0.9 MILE TO
 NL0376'WHERE HIGHWAY 31 TURNS SOUTH, CONTINUE ON HIGHWAY 20, 0.6 MILE TO
 NL0376'A SIDE ROAD RIGHT (FROM THIS POINT CONTINUE ON HIGHWAY 20
 NL0376'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT), TURN RIGHT (NORTH)
 NL0376'0.25 MILE TO FORKS, KEEP THE RIGHT FORK 0.1 MILE TO CROSSROADS,
 NL0376'TURN RIGHT (EAST) 0.2 MILE TO THE TOP OF HILL AND THE STATION
 NL0376'ON THE LEFT OR NORTH SIDE OF THE ROAD.
 NL0376'
 NL0376'A 4 FT. SIGNAL AT BUSH AND CUSHING IS V.G.
 NL0376'
 NL0376'A 64 FT. SIGNAL AT PIERSON IS V.G.
 NL0376'
 NL0376'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0376
 NL0376                          STATION RECOVERY (1980)
 NL0376
 NL0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 NL0376'SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 NL0376'RECOVERED, HOWEVER, THE AZIMUTH MARK HAS BEEN DISTURBED AND
 NL0376'APPARENTLY RESET.  THE WAS SOLID IN THE GROUND.  THE DATE 1980 WAS
 NL0376'STAMPED ON THE MARK AND A NEW DIRECTION DETERMINED TO IT.  THE
 NL0376'DISTANCES TO THE REFERENCE MARKS AGREED WITH 1950 DATA AND THE
 NL0376'DIRECTIONS TO THE MARKS WERE 11 SECONDS LARGER AND 4 SECONDS LARGER
 NL0376'RESPECTIVELY.  THE DIRECTION TO THE CUSHING MUNICIPAL WATER TANK WAS
 NL0376'3.7 SECONDS LARGER THAN AN INVERSE COMPUTED DIRECTION.  THE
 NL0376'UNDERGROUND MARK WAS INSPECTED.  A NEW DESCRIPTION FOLLOWS.
 NL0376'
 NL0376'THE STATION IS LOCATED ON A PROMINENT HILL ABOUT 1-1/2 MILES WEST
 NL0376'OF CORRECTIONVILLE, ABOUT 114 MILE NORTH OF OLD U.S. HIGHWAY 20,
 NL0376'ABOUT 1/4 MILE SOUTH OF NEW U.S. HIGHWAY 20 AND ON PROPERTY OWNED
 NL0376'BY DAVID PRY, 2102 EDGEBROOK, MARSHALLTOWN, IOWA 50158, TELEPHONE
 NL0376'515-752 7090.  HIS FATHER LIVES IN THE HOUSE 0.2 MILE WEST OF THE
 NL0376'STATION.
 NL0376'
 NL0376'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 NL0376'HIGHWAY 31 AT CORRECTIONVILLE, GO SOUTH ON HIGHWAY 31 FOR 0.7 MILE
 NL0376'TO A CROSSROAD.  TURN RIGHT AND CONTINUE WEST AND SOUTHWEST ON THE
 NL0376'HIGHWAY FOR 0.9 MILE TO A FORK.  BEAR RIGHT AND GO WEST ON OLD
 NL0376'U.S. HIGHWAY 20 FOR 0.6 MILE TO A SIDEROAD RIGHT.  TURN RIGHT AND GO
 NL0376'NORTH ON A GRADED ROAD FOR 0.25 MILE TO A FORK, KEEP RIGHT AND
 NL0376'CONTINUE NORTH FOR 0.1 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST,
 NL0376'PASSING TO THE SOUTH OF A FARM HOUSE, FOR 0.1 MILE TO A GATE.  PASS
 NL0376'THROUGH THE GATE AND CONTINUE EAST ON A FARM LANE FOR 0.1 MILE TO
 NL0376'THE TOP OF THE HILL AND THE STATION ON THE LEFT.
 NL0376'
 NL0376'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO OLD HIGHWAY
 NL0376'20, TURN RIGHT AND GO WEST ON THE OLD HIGHWAY FOR 0.3 MILE TO THE
 NL0376'MARK ON THE RIGHT.
 NL0376'
 NL0376'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---CORRECTIONVILLE
 NL0376'1948---SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS
 NL0376'77.6 FEET NORTH OF A POWERLINE POLE, 64.0 FEET NORTH OF THE CENTERLINE
 NL0376'OF THE LANE, 52.0 FEET NORTH OF A FENCE CORNER AND 3.0 FEET WEST OF
 NL0376'A FENCE.
 NL0376'
 NL0376'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---CORRECTIONVILLE NO 1
 NL0376'1950---SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1
 NL0376'INCH ABOVE THE GROUND.  IT IS 107.5 FEET NORTH OF A FENCE CORNER, 91.0
 NL0376'FEET SOUTH OF A FENCE CORNER AND 1 FOOT WEST OF A FENCE.
 NL0376'
 NL0376'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---CORRECTIONVILLE
 NL0376'NO 2 1950---SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 NL0376'2 INCHES ABOVE THE GROUND.  IT IS 26.5 FEET NORTH OF THE POWERLINE
 NL0376'POLE, 13.0 FEET NORTH OF THE CENTERLINE OF THE LANE, 2.0 FEET WEST
 NL0376'OF THE FENCE, 2.0 FEET WEST-NORTHWEST OF THE FENCE CORNER AND 1 FOOT
 NL0376'NORTH OF A FENCE.
 NL0376'
 NL0376'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CORRECTIONVILLE 1950
 NL0376'1980---SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 6
 NL0376'INCHES ABOVE THE GROUND.  IT IS 101.0 FEET NORTHWEST OF A POWERLINE
 NL0376'POLE, 38.5 FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY, 18.5 FEET
 NL0376'EAST OF THE CENTERLINE OF AN ABANDONED DRIVEWAY, 5.5 FEET EAST
 NL0376'OF A FENCE CORNER, 1.8 FEET WEST OF A WITNESS POST AND 1.5 FEET SOUTH
 NL0376'OF THE FENCE.  THE ARROW NOW POINTS ABOUT 90 DEGREES RIGHT OF THE
 NL0376'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0530 ***********************************************************************
 LE0530  DESIGNATION -  CORYDON
 LE0530  PID         -  LE0530
 LE0530  STATE/COUNTY-  IA/WAYNE
 LE0530  USGS QUAD   -  CORYDON (1982)
 LE0530
 LE0530                         *CURRENT SURVEY CONTROL
 LE0530  ___________________________________________________________________
 LE0530* NAD 83(1996)-  40 46 04.24428(N)    093 17 20.77591(W)     ADJUSTED  
 LE0530* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 LE0530  ___________________________________________________________________
 LE0530  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 LE0530  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 LE0530
 LE0530  HORZ ORDER  -  FIRST
 LE0530
 LE0530.The horizontal coordinates were established by classical geodetic methods
 LE0530.and adjusted by the National Geodetic Survey in May 1999..
 LE0530
 LE0530.The orthometric height was scaled from a topographic map.
 LE0530
 LE0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0530
 LE0530.The geoid height was determined by GEOID03.
 LE0530
 LE0530;                    North         East     Units Scale Factor Converg.
 LE0530;SPC IA S     -    85,289.541   517,805.419   MT  0.99997676   +0 08 20.1
 LE0530;UTM  15      - 4,513,026.442   475,600.749   MT  0.99960733   -0 11 19.6
 LE0530
 LE0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0530!SPC IA S     -   0.99995320  x   0.99997676  =   0.99992996
 LE0530!UTM  15      -   0.99995320  x   0.99960733  =   0.99956054
 LE0530
 LE0530|---------------------------------------------------------------------|
 LE0530| PID    Reference Object                     Distance      Geod. Az  |
 LE0530|                                                           dddmmss.s |
 LE0530| CL8326 CORYDON RM 4                         43.519 METERS 09133     |
 LE0530| CL8323 CORYDON RM 1                         90.180 METERS 14804     |
 LE0530| LE0526 CORYDON COURTHOUSE                  APPROX. 2.7 KM 2452952.7 |
 LE0530| LE0528 CORYDON IOWA PRIMARY SCHOOL         APPROX. 2.9 KM 2464809.1 |
 LE0530| LE0527 CORYDON CITY WATER TANK             APPROX. 2.8 KM 2482135.0 |
 LE0530| CL8322 CORYDON AZ MK                                      2704049.6 |
 LE0530| CL8324 CORYDON RM 2 AZIMUTH                               2710702.9 |
 LE0530| CL8325 CORYDON RM 3                          9.781 METERS 35919     |
 LE0530|---------------------------------------------------------------------|
 LE0530
 LE0530                          SUPERSEDED SURVEY CONTROL
 LE0530
 LE0530  NAD 83(1986)-  40 46 04.24276(N)    093 17 20.78414(W) AD(       ) 1
 LE0530  NAD 27      -  40 46 04.22580(N)    093 17 20.02450(W) AD(       ) 1
 LE0530
 LE0530.Superseded values are not recommended for survey control.
 LE0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0530.See file dsdata.txt to determine how the superseded data were derived.
 LE0530
 LE0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF7560113026(NAD 83)
 LE0530_MARKER: DS = TRIANGULATION STATION DISK
 LE0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0530
 LE0530  HISTORY     - Date     Condition        Report By
 LE0530  HISTORY     - 1928     MONUMENTED       CGS
 LE0530  HISTORY     - 1931     GOOD             CGS
 LE0530  HISTORY     - 1934     GOOD             IAGS
 LE0530  HISTORY     - 1935     GOOD             CGS
 LE0530  HISTORY     - 1939     GOOD             CGS
 LE0530  HISTORY     - 1959     GOOD             CGS
 LE0530  HISTORY     - 1969     GOOD             CGS
 LE0530
 LE0530                          STATION DESCRIPTION
 LE0530
 LE0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 LE0530'ABOUT 1/2 MILE NORTH, AND 1-3/4 MILES EAST OF THE TOWN OF CORYDON,
 LE0530'IN THE NORTHEAST CORNER OF SEC. 20, T. 69 N., R. 21 W., ON
 LE0530'CULTIVATED LAND OWNED BY T.Y. MILES OF CORYDON.
 LE0530'
 LE0530'THE STATION IS 53.5 METERS WEST OF THE NORTHEAST CORNER OF THE
 LE0530'SECTION, 46.8 METERS WEST OF SECTION-LINE-ROAD FENCE, 20.9 METERS
 LE0530'SOUTH OF CENTER LINE OF SECTION-LINE ROAD, 14.5 METERS SOUTH OF
 LE0530'SECTION-LINE-ROAD FENCE, STATION IS ABOUT 125 METERS WEST OF THE
 LE0530'CHICAGO, BURLINGTON AND QUINCY RAILROAD.
 LE0530'
 LE0530'SURFACE MARK IS A STANDARD DISK SET IN CONCRETE 20 INCHES BELOW
 LE0530'SURFACE OF GROUND.  UNDERGROUND MARK IS A STANDARD DISK SET IN
 LE0530'CONCRETE 5 FEET BELOW SURFACE OF GROUND.
 LE0530'
 LE0530'REFERENCE MARK NO. IS 0.3 METER EAST OF SECTIONLINE
 LE0530'FENCE, 5.3 METERS WEST OF CENTER OF ROAD, AND ABOUT 75 METERS
 LE0530'SOUTH OF SECTION CORNER.
 LE0530'
 LE0530'REFERENCE MARK NO. 2 IS ABOUT 1/3 MILE WEST OF
 LE0530'STATION, ON EAST SIDE OF A DRIVEWAY, IS 1.4 METERS SOUTH OF FENCE
 LE0530'CORNER, AND 8.8 METERS SOUTH OF CENTER OF SECTION-LINE ROAD.
 LE0530'
 LE0530'HEIGHT OF LIGHT ABOVE STATION MARK - 30.7 METERS.
 LE0530
 LE0530                          STATION RECOVERY (1931)
 LE0530
 LE0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RGA)
 LE0530'STATION RECOVERED AS DESCRIBED.
 LE0530'
 LE0530'THE FOLLOWING WILL BE HELPFUL IN LOCATING THE STATION- TO REACH
 LE0530'STATION FROM CORYDON GO NORTH ON STATE HIGHWAY 14 ONE BLOCK FROM
 LE0530'SQUARE, THENCE EAST 4 BLOCKS, THENCE NORTH 1/2 MILE, THENCE EAST
 LE0530'1.1 MILES TO STATION.
 LE0530
 LE0530                          STATION RECOVERY (1934)
 LE0530
 LE0530'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 LE0530'THE STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  THE
 LE0530'DESCRIPTIONS ARE CORRECT.
 LE0530
 LE0530                          STATION RECOVERY (1935)
 LE0530
 LE0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GOW)
 LE0530'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AND THE
 LE0530'ORIGINAL DESCRIPTION IS ADEQUATE.
 LE0530
 LE0530                          STATION RECOVERY (1939)
 LE0530
 LE0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (SSD)
 LE0530'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 LE0530'
 LE0530'THE STATION MARK WAS NOT ACTUALLY SEEN, AS IT IS UNDERGROUND 20
 LE0530'INCHES AND WAS NOT UNCOVERED.  THE GROUND IS NOW IN CULTIVATION
 LE0530'AS A CORN FIELD WHICH MAKES THE STATION UNAVAILABLE AS A MAGNETIC
 LE0530'STATION AT PRESENT.  BOTH REFERENCE MARKS WERE FOUND AS DESCRIBED,
 LE0530'BUT, BEING IN OR NEAR FENCE ROWS, ARE NOT AVAILABLE AS MAGNETIC
 LE0530'STATIONS.
 LE0530
 LE0530                          STATION RECOVERY (1959)
 LE0530
 LE0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LE0530'STATION WAS RECOVERED AFTER ONE HALF DAY SEARCH.  BOTH REFERENCE
 LE0530'MARKS HAD BEEN DESTROYED.  TWO NEW REFERENCE MARKS WERE
 LE0530'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 LE0530'
 LE0530'STATION IS LOCATED ABOUT 1/2 MILE NORTH AND 1 AND 1/2 MILES EAST
 LE0530'OF THE TOWN OF CORYDON IN THE NORTHEAST CORNER OF SEC. 20. T. 69 N.,
 LE0530'R. 21 W. ON CULTIVATED LAND OWNED BY MR. R.R. MORRIS WHO LIVES
 LE0530'ABOUT 1/2 MILE WEST-SOUTHWEST OF THE STATION.  THE MARK IS 186 FEET
 LE0530'WEST-SOUTHWEST OF THE NORTHEAST CORNER OF SEC. 20 AND THE
 LE0530'INTERSECTION OF CROSSROADS, 174 FEET WEST OF THE CENTER OF
 LE0530'A NORTH-SOUTH GRADED ROAD, 66 FEET SOUTH OF THE CENTER OF
 LE0530'AN EAST-WEST GRADED ROAD, AND 32 FEET SOUTH OF A NEW STEEL
 LE0530'WITNESS SIGNPOST.  THE MARK IS 12 INCHES BELOW THE SURFACE OF
 LE0530'CULTIVATED FIELD AND THE DISK IS STAMPED CORYDON 1928.
 LE0530'
 LE0530'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE WAYNE COUNTY
 LE0530'COURTHOUSE SQUARE IN CORYDON, GO EAST 0.25 MILE TO THE END OF
 LE0530'STREET.  TURN LEFT AND GO NORTH FOR 0.6 MILE TO WHERE THE ROAD
 LE0530'CURVED EAST. TURN RIGHT AND GO EAST FOR 1.2 MILES TO CROSSROADS
 LE0530'AND THE STATION AS DESCRIBED.
 LE0530'
 LE0530'REFERENCE MARK NO. 3 IS 32.09 FEET NORTH OF THE STATION, 34 FEET
 LE0530'SOUTH OF AN EAST-WEST GRADED ROAD, IN FENCELINE, AND 1 FOOT EAST
 LE0530'OF A NEW STEEL WITNESS SIGNPOST.  THE MARK PROJECTS 1 INCH AND THE
 LE0530'DISK IS STAMPED CORYDON NO 3 1928.
 LE0530'
 LE0530'REFERENCE MARK NO. 4 IS 142.78 FEET EAST OF THE STATION, 69 FEET
 LE0530'SOUTH OF THE CENTER OF EAST-WEST ROAD, 31 FEET WEST OF THE CENTER
 LE0530'OF A NORTH-SOUTH ROAD, ABOUT 35 SOUTH OF A FENCE CORNER, AND 2
 LE0530'FEET EAST OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LE0530'STAMPED CORYDON NO 4 1928.
 LE0530'
 LE0530'THERE IS NO AZIMUTH MARK AT THIS STATION.
 LE0530
 LE0530                          STATION RECOVERY (1969)
 LE0530
 LE0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LE0530'THE STATION MARK, REFERENCE MARK NO. 3, AND REFERENCE MARK NO. 4
 LE0530'WERE RECOVERED AS DESCRIBED IN THE 1959 DESCRIPTION AND WERE FOUND
 LE0530'IN GOOD CONDITION.  THE DESCRIPTION AND TO REACH THE STATION WERE
 LE0530'FOUND ADEQUATE FOR RECOVERY.
 LE0530'
 LE0530'AN AZIMUTH MARK WAS SET.
 LE0530'
 LE0530'FOLLOWING IS A COMPLETE DESCRIPTION.
 LE0530'
 LE0530'TO REACH THE STATION FROM THE WAYNE COUNTY COURTHOUSE IN CORYDON,
 LE0530'GO EAST FOR 0.25 MILE TO THE END OF THE STREET.  TURN LEFT AND GO
 LE0530'NORTH FOR 0.6 MILE TO WHERE THE ROAD CURVES EAST.  TURN RIGHT AND
 LE0530'GO EAST ON A GRAVELED ROAD FOR 1.2 MILES TO A CROSSROAD AND THE
 LE0530'STATION IN THE SOUTHWEST ANGLE.
 LE0530'
 LE0530'STATION MARK, A STANDARD DISK STAMPED CORYDON 1928, IS SET IN THE
 LE0530'TOP OF A SQUARE CONCRETE POST WHICH IS 12 INCHES BELOW THE SURFACE
 LE0530'OF THE GROUND.  IT IS 186 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LE0530'ROAD, 137 FEET WEST-SOUTHWEST OF A POWERLINE POLE IN THE SOUTHWEST
 LE0530'ANGLE OF THE CROSSROAD, 66 FEET SOUTH OF THE CENTER OF AN
 LE0530'EAST-WEST ROAD, 102 FEET SOUTH OF A FENCE ON THE NORTH SIDE OF
 LE0530'THE ROAD, AND 32 FEET SOUTH OF A METAL WITNESS POST.  THE
 LE0530'UNDERGROUND MARK WAS NOT INSPECTED.
 LE0530'
 LE0530'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CORYDON NO. 3 1928,
 LE0530'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 LE0530'THE SURFACE OF THE GROUND.  IT IS 34 FEET SOUTH OF THE EAST-WEST
 LE0530'ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.
 LE0530'
 LE0530'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CORYDON NO. 4 1928,
 LE0530'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 LE0530'THE SURFACE OF THE GROUND.  IT IS 69 FEET SOUTH OF THE CENTER OF
 LE0530'THE EAST-WEST ROAD, 36 FEET SOUTH-SOUTHEAST OF THE POWERLINE POLE,
 LE0530'AND 31 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD.
 LE0530'
 LE0530'AZIMUTH MARK, A STANDARD DISK STAMPED CORYDON 1928 1969, IS SET
 LE0530'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 LE0530'IS 44 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 14.5 FEET
 LE0530'EAST OF THE CENTER OF A DRIVEWAY, 10 FEET SOUTH OF A CORNER FENCE
 LE0530'POST, AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 LE0530'
 LE0530'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 LE0530'GRAVELED ROAD FOR 0.45 MILE TO A DRIVEWAY LEADING TO MR. R.W.
 LE0530'MEHRHOFFS FARMHOUSE AND THE MARK ON THE LEFT.
 LE0530'
 LE0530'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 1-1/2
 LE0530'MILES WSW OF CORYDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0527 ***********************************************************************
 LE0527  DESIGNATION -  CORYDON CITY WATER TANK
 LE0527  PID         -  LE0527
 LE0527  STATE/COUNTY-  IA/WAYNE
 LE0527  USGS QUAD   -  CORYDON (1982)
 LE0527
 LE0527                         *CURRENT SURVEY CONTROL
 LE0527  ___________________________________________________________________
 LE0527* NAD 83(1996)-  40 45 31.22159(N)    093 19 10.19078(W)     ADJUSTED  
 LE0527* NAVD 88     -                                                        
 LE0527  ___________________________________________________________________
 LE0527  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 LE0527  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LE0527
 LE0527  HORZ ORDER  -  THIRD
 LE0527
 LE0527.The horizontal coordinates were established by classical geodetic methods
 LE0527.and adjusted by the National Geodetic Survey in May 1999..
 LE0527
 LE0527
 LE0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0527
 LE0527.The geoid height was determined by GEOID03.
 LE0527
 LE0527;                    North         East     Units Scale Factor Converg.
 LE0527;SPC IA S     -    84,265.141   515,241.526   MT  0.99997797   +0 07 08.0
 LE0527;UTM  15      - 4,512,017.091   473,031.989   MT  0.99960895   -0 12 30.9
 LE0527
 LE0527                          SUPERSEDED SURVEY CONTROL
 LE0527
 LE0527  NAD 83(1986)-  40 45 31.21972(N)    093 19 10.19910(W) AD(       ) 4
 LE0527  NAD 27      -  40 45 31.20200(N)    093 19 09.43400(W) AD(       ) 3
 LE0527
 LE0527.Superseded values are not recommended for survey control.
 LE0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0527.See file dsdata.txt to determine how the superseded data were derived.
 LE0527
 LE0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF7303212017(NAD 83)
 LE0527_MARKER: 51 = TANK
 LE0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LE0527+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 LE0527
 LE0527  HISTORY     - Date     Condition        Report By
 LE0527  HISTORY     - 1928     FIRST OBSERVED   CGS
 LE0527  HISTORY     - 20040815 GOOD             GEOCAC
 LE0527
 LE0527                          STATION DESCRIPTION
 LE0527
 LE0527'DESCRIBED BY GEOCACHING 2004 (BDH)
 LE0527'CYLINDRICAL SILVER TANK WITH CONICAL RED ROOF, AND 4 LEGS. SEE ALSO
 LE0527'NEARBY LE0255.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0529 ***********************************************************************
 LE0529  DESIGNATION -  CORYDON NORTH BASE
 LE0529  PID         -  LE0529
 LE0529  STATE/COUNTY-  IA/WAYNE
 LE0529  USGS QUAD   -  CORYDON (1982)
 LE0529
 LE0529                         *CURRENT SURVEY CONTROL
 LE0529  ___________________________________________________________________
 LE0529* NAD 83(1996)-  40 46 55.93362(N)    093 21 50.73845(W)     ADJUSTED  
 LE0529* NAVD 88     -       333.     (meters)    1093.     (feet)  SCALED    
 LE0529  ___________________________________________________________________
 LE0529  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 LE0529  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 LE0529
 LE0529  HORZ ORDER  -  FIRST
 LE0529
 LE0529.The horizontal coordinates were established by classical geodetic methods
 LE0529.and adjusted by the National Geodetic Survey in May 1999..
 LE0529
 LE0529.The orthometric height was scaled from a topographic map.
 LE0529
 LE0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0529
 LE0529.The geoid height was determined by GEOID03.
 LE0529
 LE0529;                    North         East     Units Scale Factor Converg.
 LE0529;SPC IA S     -    86,871.346   511,471.739   MT  0.99997491   +0 05 22.3
 LE0529;UTM  15      - 4,514,643.833   469,278.532   MT  0.99961162   -0 14 16.2
 LE0529
 LE0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0529!SPC IA S     -   0.99995271  x   0.99997491  =   0.99992763
 LE0529!UTM  15      -   0.99995271  x   0.99961162  =   0.99956435
 LE0529
 LE0529:                Primary Azimuth Mark                     Grid Az
 LE0529:SPC IA S     -  CHARITON WATER TANK                      010 07 37.2
 LE0529:UTM  15      -  CHARITON WATER TANK                      010 27 15.7
 LE0529
 LE0529|---------------------------------------------------------------------|
 LE0529| PID    Reference Object                     Distance      Geod. Az  |
 LE0529|                                                           dddmmss.s |
 LE0529| MH0642 CHARITON WATER TANK                 APPROX.26.1 KM 0101259.5 |
 LE0529| CL8330 CORYDON NORTH BASE RM 4              31.943 METERS 02130     |
 LE0529| CL8331 CORYDON NORTH BASE AZ MK                           0881046.3 |
 LE0529| LE0510 SEYMOUR CONICAL DIRT MOUND          APPROX.24.2 KM 1135156.1 |
 LE0529| LE0527 CORYDON CITY WATER TANK             APPROX. 4.6 KM 1244450.3 |
 LE0529| LE0526 CORYDON COURTHOUSE                  APPROX. 4.7 KM 1245447.7 |
 LE0529| LE0528 CORYDON IOWA PRIMARY SCHOOL         APPROX. 4.6 KM 1270929.6 |
 LE0529| LE0514 ALLERTON ROCK IS RR COAL ELEV       APPROX. 8.1 KM 1790057.7 |
 LE0529| CL8327 CORYDON NORTH BASE RM 1                            19014     |
 LE0529| CL8328 CORYDON NORTH BASE RM 2              89.650 METERS 27518     |
 LE0529| CL8329 CORYDON NORTH BASE RM 3              61.591 METERS 30119     |
 LE0529| LE0531 HUMESTON CITY WATER TANK            APPROX.14.0 KM 3070700.8 |
 LE0529|---------------------------------------------------------------------|
 LE0529
 LE0529                          SUPERSEDED SURVEY CONTROL
 LE0529
 LE0529  NAD 83(1986)-  40 46 55.93156(N)    093 21 50.74738(W) AD(       ) 1
 LE0529  NAD 27      -  40 46 55.91360(N)    093 21 49.97830(W) AD(       ) 1
 LE0529
 LE0529.Superseded values are not recommended for survey control.
 LE0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0529.See file dsdata.txt to determine how the superseded data were derived.
 LE0529
 LE0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF6927914644(NAD 83)
 LE0529_MARKER: DS = TRIANGULATION STATION DISK
 LE0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0529
 LE0529  HISTORY     - Date     Condition        Report By
 LE0529  HISTORY     - 1928     MONUMENTED       CGS
 LE0529  HISTORY     - 1930     GOOD             CGS
 LE0529  HISTORY     - 1934     GOOD             IAGS
 LE0529  HISTORY     - 1969     GOOD             CGS
 LE0529
 LE0529                          STATION DESCRIPTION
 LE0529
 LE0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 LE0529'ABOUT 2-1/2 MILES WEST AND 1-3/4 MILES NORTH FROM THE COURTHOUSE
 LE0529'IN CORYDON, 1/2 MILE NORTH OF THE COUNTY HOME FOR THE POOR, IN THE
 LE0529'NORTHWEST CORNER OF SEC. 14, T. 69 N., R. 22 W., ON LAND OWNED BY
 LE0529'MRS. GUIM, AND MANAGED BY HER SON LOYD GUIM, WHO IS TREASURER OF
 LE0529'WAYNE COUNTY AND OWNS THE FARM ADJOINING ON THE WEST IN THE
 LE0529'NORTHEAST CORNER OF SECTION 15.
 LE0529'THE STATION IS 95 METERS EAST OF THE CENTER OF THE ROAD ON WEST
 LE0529'SIDE OF SECTION, 89.1 METERS EAST OF FENCE ALONG ROAD, 20.3
 LE0529'METERS SOUTH OF CENTER OF ROAD ALONG NORTH SIDE OF SECTION AND
 LE0529'12.4 METERS SOUTH OF FENCE ALONG SAME.  STATION IS DUE
 LE0529'SOUTH OF A BARN WHICH IS ON THE OPPOSITE SIDE OF THE
 LE0529'SECTION-LINE ROAD.  SURFACE MARK IS A STANDARD DISK SET IN CONCRETE
 LE0529'20 INCHES BELOW SURFACE OF GROUND.  UNDERGROUND MARK IS
 LE0529'STANDARD DISK SET IN CONCRETE 5 FEET BELOW SURFACE OF GROUND.
 LE0529'
 LE0529'REFERENCE MARK NO. 1 IS ABOUT 560 YARDS SOUTH FROM
 LE0529'SECTION CORNER, 0.5 METER WEST OF FENCE LINE, 5 METERS EAST OF
 LE0529'CENTER OF ROAD, AND ABOUT 495 METERS SOUTHWEST OF STATION.
 LE0529'
 LE0529'REFERENCE MARK NO. 2 IS AT SECTION CORNER 4.6 METERS
 LE0529'SOUTH OF FENCE CORNER, 5.4 METERS EAST OF CENTER OF ROAD, AND 1/2
 LE0529'METER WEST OF FENCE LINE.
 LE0529'
 LE0529'HEIGHT OF SIGNAL ABOVE STATION MARK - 30.7 METERS.
 LE0529
 LE0529                          STATION RECOVERY (1930)
 LE0529
 LE0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (ITS)
 LE0529'STATION AND REFERENCE MARKS FOUND AS DESCRIBED, IN GOOD CONDITION.
 LE0529
 LE0529                          STATION RECOVERY (1934)
 LE0529
 LE0529'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 LE0529'THE STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  THE
 LE0529'GENERAL DESCRIPTION OF THE STATION IS ALRIGHT, BUT THE DETAILED
 LE0529'DESCRIPTION SHOULD READ AS FOLLOWS-
 LE0529'
 LE0529'THE STATION IS ABOUT 292 FEET EAST OF THE EAST FENCE OF A
 LE0529'NORTH-SOUTH ROAD FENCED 40 FEET WIDE, 39.5 FEET SOUTH OF THE SOUTH
 LE0529'FENCE OF AN EAST-WEST ROAD FENCED 50 FEET WIDE, 11 FEET WEST OF THE
 LE0529'EAST SIDE OF THE BARN ACROSS THE ROAD TO THE NORTH, 54.5 FEET
 LE0529'SOUTH OF THE SOUTHEAST CORNER OF THIS BARN, AND IS SET 20 INCHES
 LE0529'BELOW THE SURFACE.  THE STATION, UNDERGROUND AND REFERENCE MARKS
 LE0529'ARE BRONZE TABLETS SET IN CONCRETE.
 LE0529'
 LE0529'REFERENCE MARK NO. 1 IS ABOUT 1720 FEET SOUTH OF THE SECTION CORNER,
 LE0529'ABOUT 1678 FEET SOUTH OF REFERENCE MARK NO. 2, 2.5 FEET WEST OF
 LE0529'THE EAST FENCE LINE OF A NORTH-SOUTH ROAD FENCED 40 FEET WIDE, AND
 LE0529'IS ABOUT 1679 FEET FROM THE STATION.  (SLOPE DISTANCE).
 LE0529'
 LE0529'REFERENCE MARK NO. 2 IS NEAR THE SECTION CORNER, 15 FEET SOUTH OF
 LE0529'THE SOUTH FENCE OF AN EAST-WEST ROAD FENCED 50 FEET WIDE, AND 2
 LE0529'FEET WEST OF THE EAST FENCE LINE OF A NORTH-SOUTH ROAD FENCED 40
 LE0529'FEET WIDE.
 LE0529
 LE0529                          STATION RECOVERY (1969)
 LE0529
 LE0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LE0529'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 LE0529'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE SEARCHED FOR
 LE0529'BUT NOT FOUND AND ALL INDICATIONS FROM OLD TIES SHOW THE MARKS
 LE0529'WERE DESTROYED WHEN THE ROAD WAS WIDENED.
 LE0529'
 LE0529'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND AN AZIMUTH MARK
 LE0529'WERE SET.
 LE0529'
 LE0529'FOLLOWING IS A COMPLETE DESCRIPTION.
 LE0529'
 LE0529'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 LE0529'SQUARE IN CORYDON, GO WEST ON STATE HIGHWAY 2 FOR 1.5 MILES TO A
 LE0529'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED
 LE0529'ROAD FOR 0.75 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON A
 LE0529'GRAVELED ROAD FOR 0.95 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 LE0529'RIGHT AND GO NORTH ON A GRAVELED ROAD (PASSING THE WAYNE CO.
 LE0529'HOME ENROUTE) FOR 1.0 MILE TO A CROSSROAD AND THE STATION ON THE
 LE0529'RIGHT IN A CULTIVATED FIELD.
 LE0529'
 LE0529'STATION MARK, A STANDARD DISK STAMPED CORYDON NORTH
 LE0529'BASE 1928, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 16
 LE0529'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 310.5 FEET EAST OF
 LE0529'THE CENTER OF A NORTH-SOUTH ROAD, 279.5 FEET EAST OF A NORTH-SOUTH
 LE0529'FENCE, 67 FEET SOUTH OF AN EAST-WEST ROAD, 29.5 FEET SOUTH OF AN
 LE0529'EAST-WEST FENCE, AND 11 FEET WEST OF THE EAST SIDE OF THE MOST
 LE0529'WESTERN BARN ON THE NORTH SIDE OF THE ROAD.  IT IS ON LAND
 LE0529'OWNED BY MR. MERRILL ROBISON.  THE UNDERGROUND MARK WAS NOT
 LE0529'INSPECTED.
 LE0529'
 LE0529'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CORYDON NORTH BASE
 LE0529'1928 NO. 3 1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LE0529'PROJECTS 1 INCH.  IT IS 38 FEET NORTH OF THE CENTER OF THE
 LE0529'EAST-WEST ROAD, 7.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A
 LE0529'GARAGE, 6.5 FEET EAST OF THE EAST SIDE OF THE GARAGE, AND 1.5
 LE0529'FEET EAST OF A POWERLINE POLE WITH A TRANSFORMER.
 LE0529'
 LE0529'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CORYDON NORTH BASE
 LE0529'1928 NO. 4 1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LE0529'PORJECTS 1 INCH.  IT IS 63.5 FEET EAST OF A CORNER POST AT THE
 LE0529'SOUTHWEST CORNER OF BARN LOT, 31 FEET NORTH OF THE CENTER OF THE
 LE0529'EAST-WEST ROAD, 27.5 FEET WEST OF THE NORTH GATE POST AT ENTRANCE
 LE0529'TO THE MOST EASTERN BARN, 1 FOOT WEST OF A METAL WITNESS POST,
 LE0529'AND 0.5 FEET SOUTH OF A BOARD FENCE.
 LE0529'
 LE0529'AZIMUTH MARK, A STANDARD DISK STAMPED CORYDON NORTH BASE 1928
 LE0529'1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 LE0529'INCHES.  IT IS 48 FEET WEST OF THE NORTH GATE POST AT A FIELD
 LE0529'ENTRANCE, 36 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 4.5
 LE0529'FEET NORTHWEST OF A TELEPHONE GUY POLE, 1 FOOT SOUTH OF A FENCE,
 LE0529'AND 1 FOOT WEST OF A METAL WITNESS POST.
 LE0529'
 LE0529'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A GRAVELED
 LE0529'ROAD FOR 0.7 MILE TO A HOUSE ON THE RIGHT AND THE AZIMUTH MARK ON
 LE0529'THE LEFT.
 LE0529'
 LE0529'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN, ABOUT 3-1/2
 LE0529'MILES NORTHWEST OF CORYDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0511 ***********************************************************************
 LE0511  DESIGNATION -  CORYDON SOUTH BASE
 LE0511  PID         -  LE0511
 LE0511  STATE/COUNTY-  IA/WAYNE
 LE0511  USGS QUAD   -  ALLERTON (1964)
 LE0511
 LE0511                         *CURRENT SURVEY CONTROL
 LE0511  ___________________________________________________________________
 LE0511* NAD 83(1996)-  40 42 34.33253(N)    093 21 45.34818(W)     ADJUSTED  
 LE0511* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 LE0511  ___________________________________________________________________
 LE0511  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 LE0511  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LE0511
 LE0511  HORZ ORDER  -  FIRST
 LE0511
 LE0511.The horizontal coordinates were established by classical geodetic methods
 LE0511.and adjusted by the National Geodetic Survey in May 1999..
 LE0511
 LE0511.The orthometric height was scaled from a topographic map.
 LE0511
 LE0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0511
 LE0511.The geoid height was determined by GEOID03.
 LE0511
 LE0511;                    North         East     Units Scale Factor Converg.
 LE0511;SPC IA S     -    78,802.123   511,610.872   MT  0.99998491   +0 05 25.8
 LE0511;UTM  15      - 4,506,576.919   469,371.551   MT  0.99961155   -0 14 11.4
 LE0511
 LE0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0511!SPC IA S     -   0.99995241  x   0.99998491  =   0.99993732
 LE0511!UTM  15      -   0.99995241  x   0.99961155  =   0.99956397
 LE0511
 LE0511|---------------------------------------------------------------------|
 LE0511| PID    Reference Object                     Distance      Geod. Az  |
 LE0511|                                                           dddmmss.s |
 LE0511| LE0258 CORYDON SOUTH BASE RM 1              91.620 METERS 00235     |
 LE0511| LE0528 CORYDON IOWA PRIMARY SCHOOL         APPROX. 6.4 KM 0332306.0 |
 LE0511| LE0527 CORYDON CITY WATER TANK             APPROX. 6.6 KM 0334153.4 |
 LE0511| LE0530 CORYDON                             APPROX. 9.0 KM 0434604.1 |
 LE0511| CL8332 CORYDON SOUTH BASE RM 2                            07914     |
 LE0511| LE0510 SEYMOUR CONICAL DIRT MOUND          APPROX.22.1 KM 0942833.4 |
 LE0511| LE0512 SEWAL RR COAL ELEV HIGHEST PT       APPROX.11.5 KM 1271514.2 |
 LE0511| LE0539 AIRPLANE BEACON 3                   APPROX.37.5 KM 1634234.0 |
 LE0511| LE0514 ALLERTON ROCK IS RR COAL ELEV        65.350 METERS 16823     |
 LE0511|---------------------------------------------------------------------|
 LE0511
 LE0511                          SUPERSEDED SURVEY CONTROL
 LE0511
 LE0511  NAD 83(1986)-  40 42 34.33023(N)    093 21 45.35610(W) AD(       ) 1
 LE0511  NAD 27      -  40 42 34.30920(N)    093 21 44.58740(W) AD(       ) 1
 LE0511
 LE0511.Superseded values are not recommended for survey control.
 LE0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0511.See file dsdata.txt to determine how the superseded data were derived.
 LE0511
 LE0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF6937206577(NAD 83)
 LE0511_MARKER: DS = TRIANGULATION STATION DISK
 LE0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0511
 LE0511  HISTORY     - Date     Condition        Report By
 LE0511  HISTORY     - 1928     MONUMENTED       CGS
 LE0511  HISTORY     - 1930     GOOD             CGS
 LE0511  HISTORY     - 1934     GOOD             IAGS
 LE0511  HISTORY     - 1969     GOOD             CGS
 LE0511
 LE0511                          STATION DESCRIPTION
 LE0511
 LE0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 LE0511'AT THE EAST SIDE OF THE VILLAGE OF ALLERTON IN A VACANT LOT OWNED
 LE0511'BY ALLAN K. CRON AT THE NORTH SIDE OF THE CHICAGO, ROCK ISLAND
 LE0511'AND PACIFIC RAILWAY RIGHT-OF-WAY, AND ABOUT 15 METERS WEST OF
 LE0511'NORTH FROM THE RAILROAD COAL ELEVATOR.
 LE0511'
 LE0511'STATION IS 84.4 METERS SOUTH OF A STREET, 56.75 METERS SOUTH OF
 LE0511'SOUTHWEST CORNER OF HOUSE OWNED BY MR. CRON, 50.6 METERS NORTH OF
 LE0511'NORTH RAIL OF NORTHERNMOST TRACK OF THE CHICAGO, ROCK ISLAND AND
 LE0511'PACIFIC RAILWAY, 39.45 METERS NORTHEAST OF THE SOUTHWEST CORNER
 LE0511'AND 34.9 METERS NORTHWEST OF SOUTHEAST CORNER OF THE LOT OWNED BY
 LE0511'MR. CRON.  SURFACE MARK IS A STANDARD DISK SET IN CONCRETE 18
 LE0511'INCHES BELOW SURFACE OF GROUND.  UNDERGROUND MARK CONSISTS OF
 LE0511'STANDARD DISK SET IN CONCRETE 5 FEET BELOW SURFACE OF GROUND.
 LE0511'
 LE0511'REFERENCE MARK NO. 1 IS 7.2 METERS NORTH OF CENTER OF
 LE0511'STREET, AND 0.3 METER SOUTH OF ROAD FENCE LINE.
 LE0511'
 LE0511'REFERENCE MARK NO. 2 IS ABOUT 98 METERS NORTHWEST OF
 LE0511'RAILROAD, ABOUT 8 METERS SOUTH OF CENTER OF ROAD, AND ABOUT 0.45
 LE0511'METER EAST OF FENCE.
 LE0511'
 LE0511'HEIGHT OF SIGNAL ABOVE STATION MARK - 30.7 METERS.
 LE0511
 LE0511                          STATION RECOVERY (1930)
 LE0511
 LE0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (ITS)
 LE0511'STATION AND REFERENCE MARKS FOUND AS DESCRIBED, IN GOOD
 LE0511'CONDITION.
 LE0511'
 LE0511'REFERENCE MARK NO. 1 IS BEHIND A TELEPHONE POLE AND CANNOT BE
 LE0511'SEEN FROM THE STATION.
 LE0511'
 LE0511'REFERENCE MARK NO. 2 IS BEHIND A BUILDING AND CANNOT BE SEEN
 LE0511'FROM THE STATION.
 LE0511'
 LE0511'THE DESIGATION OF THE STATION WAS CHANGED FROM SOUTH BASE AT
 LE0511'ALLERTON TO CORYDON SOUTH BASE.  THE REFERENCE MARKS WERE ALSO
 LE0511'CHANGED TO CORYDON SOUTH BASE.
 LE0511
 LE0511                          STATION RECOVERY (1934)
 LE0511
 LE0511'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 LE0511'THE STATION AND REFERENCE MARKS ARE IN GOOD CONDITION. THE
 LE0511'DESCRIPTIONS ARE CORRECT EXCEPT THAT MR. J.E. BRACEWELL NOW
 LE0511'OWNS THIS LOT AND REFERENCE MARK NO. 1 IS ALSO NEARLY ON
 LE0511'LINE WITH THE WEST SIDE OF THE BRACEWELL HOUSE, AND REFERENCE
 LE0511'MARK NO. 2 IS ALSO ABOUT 114 FEET SOUTHWEST OF A LONE
 LE0511'DOUBLE-TRUNK ELM TREE ON THE NORTH SIDE OF THE ROAD.
 LE0511
 LE0511                          STATION RECOVERY (1969)
 LE0511
 LE0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LE0511'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 LE0511'
 LE0511'REFERENCE MARK NO. 1 WAS RECOVERED BUT FOUND DISTURBED BY
 LE0511'ROAD CONSTRUCTION AND THE MARK WAS ALSO OBSTRUCTED BY A TREE
 LE0511'AND POWERLINE POLE.  REFERENCE MARK NO. 2 WAS RECOVERED AND
 LE0511'FOUND IN GOOD CONDITION BUT THE MARK OBSTRUCTED BY A BUILDING
 LE0511'AND WAS IN THE WAY OF ROAD CONSTRUCTION.  BOTH REFERENCE
 LE0511'MARKS WERE DESTROYED AND THE DISKS WERE RECOVERED.
 LE0511'
 LE0511'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET BUT
 LE0511'THESE MARKS HAVE NO AZIMUTH TIES.
 LE0511'
 LE0511'FOLLOWING IS A NEW DESCRIPTION.  TO REACH THE STATION FROM THE
 LE0511'MAIN RAILROAD CROSSING AT ALLERTON, GO EAST ALONG THE NORTH
 LE0511'SIDE OF RAILROAD TRACKS FOR 0.15 MILE TO A LOT WHICH IS IN
 LE0511'CULTIVATION AND STATION ON THE LEFT.
 LE0511'
 LE0511'STATION MARK, A STANDARD DISK STAMPED CORYDON SOUTH BASE
 LE0511'1928, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 LE0511'18 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 200 FEET
 LE0511'SOUTH OF THE CENTER OF A STREET, 186 FEET SOUTH OF THE SOUTHWEST
 LE0511'CORNER OF A HOUSE, 166 FEET NORTH OF THE MOST NORTHERN RAIL,
 LE0511'129.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF LOT, 114.5
 LE0511'FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE LOT, 87 FEET
 LE0511'EAST OF A FENCE, 73 FEET WEST OF A FENCE, AND 12 FEET NORTH
 LE0511'OF A BUSH AT THE APPROXIMATE CENTER OF THE LOT.  THE
 LE0511'UNDERGROUND MARK WAS NOT INSPECTED.
 LE0511'
 LE0511'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CORYDON SOUTH
 LE0511'BASE 1928 NO. 3 1969, IS SET IN THE TOP OF A ROUND CONCRETE
 LE0511'POST WHICH PROJECTS 3 INCHES.  IT IS 61 FEET NORTH OF THE MOST
 LE0511'NORTHERN RAIL, 18 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 LE0511'12 FEET WEST OF OLD NORTH-SOUTH FENCE, AND 1.5 FEET WEST OF A
 LE0511'METAL WITNESS POST.
 LE0511'
 LE0511'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CORYDON SOUTH
 LE0511'BASE 1928 NO. 4 1969, IS SET IN THE TOP OF A ROUND CONCRETE
 LE0511'POST WHICH PROJECTS 3 INCHES.  IT IS 64 FEET NORTH OF THE
 LE0511'MOST NORTH RAIL, 18 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 LE0511'18 FEET EAST OF ANOTHER NORTH-SOUTH FENCE, AND 1.5 FEET EAST
 LE0511'OF A METAL WITNESS POST.
 LE0511'
 LE0511'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT ALLERTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0258 ***********************************************************************
 LE0258  DESIGNATION -  CORYDON SOUTH BASE RM 1
 LE0258  PID         -  LE0258
 LE0258  STATE/COUNTY-  IA/WAYNE
 LE0258  USGS QUAD   -  ALLERTON (1964)
 LE0258
 LE0258                         *CURRENT SURVEY CONTROL
 LE0258  ___________________________________________________________________
 LE0258* NAD 83(1986)-  40 42 37.     (N)    093 21 45.     (W)     SCALED    
 LE0258* NAVD 88     -       335.001  (meters)    1099.08   (feet)  ADJUSTED  
 LE0258  ___________________________________________________________________
 LE0258  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LE0258  DYNAMIC HT  -         334.835 (meters)    1098.54  (feet)  COMP
 LE0258  MODELED GRAV-     980,121.2   (mgal)                       NAVD 88
 LE0258
 LE0258  VERT ORDER  -  SECOND    CLASS 0
 LE0258
 LE0258.The horizontal coordinates were scaled from a topographic map and have
 LE0258.an estimated accuracy of +/- 6 seconds.
 LE0258
 LE0258.The orthometric height was determined by differential leveling
 LE0258.and adjusted by the National Geodetic Survey in June 1991..
 LE0258
 LE0258.The geoid height was determined by GEOID03.
 LE0258
 LE0258.The dynamic height is computed by dividing the NAVD 88
 LE0258.geopotential number by the normal gravity value computed on the
 LE0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0258.degrees latitude (g = 980.6199 gals.).
 LE0258
 LE0258.The modeled gravity was interpolated from observed gravity values.
 LE0258
 LE0258;                    North         East    Units  Estimated Accuracy
 LE0258;SPC IA S     -    78,880.      511,620.      MT  (+/- 180 meters Scaled)
 LE0258
 LE0258                          SUPERSEDED SURVEY CONTROL
 LE0258
 LE0258  NGVD 29 (??/??/92)  334.93   (m)         1098.8    (f) COMPUTED    2 0
 LE0258
 LE0258.Superseded values are not recommended for survey control.
 LE0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0258.See file dsdata.txt to determine how the superseded data were derived.
 LE0258
 LE0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF693066(NAD 83)
 LE0258_MARKER: DB = BENCH MARK DISK
 LE0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0258_STAMPING: CORYDON S B NO 1 1928
 LE0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0258+STABILITY: SURFACE MOTION
 LE0258
 LE0258  HISTORY     - Date     Condition        Report By
 LE0258  HISTORY     - 1928     MONUMENTED       CGS
 LE0258
 LE0258                          STATION DESCRIPTION
 LE0258
 LE0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 LE0258'AT ALLERTON.
 LE0258'AT ALLERTON, ON CITY STREET, ABOUT ONE-HALF BLOCK NORTH OF THE
 LE0258'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD COAL CHUTE, ONE BLOCK
 LE0258'EAST OF THE SOUTHEAST CORNER OF THE CITY PARK, 70 FEET NORTH OF
 LE0258'THE NORTHWEST CORNER OF A SMALL FRAMEHOUSE ON THE SOUTH SIDE OF
 LE0258'THE STREET, 27 FEET NORTH OF THE CENTERLINE OF THE STREET, AND AT
 LE0258'THE RIGHT-OF-WAY FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED
 LE0258'CORYDON S B NO 1 1928 AND SET IN THE TOP OF A CONCRETE POST
 LE0258'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0815 ***********************************************************************
 MG0815  DESIGNATION -  COT
 MG0815  PID         -  MG0815
 MG0815  STATE/COUNTY-  IA/LOUISA
 MG0815  USGS QUAD   -  COTTER (1970)
 MG0815
 MG0815                         *CURRENT SURVEY CONTROL
 MG0815  ___________________________________________________________________
 MG0815* NAD 83(1996)-  41 18 00.93953(N)    091 27 47.32891(W)     ADJUSTED  
 MG0815* NAVD 88     -       225.6    (meters)     740.     (feet)  VERTCON   
 MG0815  ___________________________________________________________________
 MG0815  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 MG0815  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MG0815
 MG0815  HORZ ORDER  -  SECOND
 MG0815
 MG0815.The horizontal coordinates were established by classical geodetic methods
 MG0815.and adjusted by the National Geodetic Survey in May 1999..
 MG0815
 MG0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0815
 MG0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0815
 MG0815.The geoid height was determined by GEOID03.
 MG0815
 MG0815;                    North         East     Units Scale Factor Converg.
 MG0815;SPC IA S     -   146,389.666   670,566.808   MT  0.99994987   +1 20 30.0
 MG0815;UTM  15      - 4,573,228.805   628,665.376   MT  0.99980374   +1 00 52.1
 MG0815
 MG0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0815!SPC IA S     -   0.99996977  x   0.99994987  =   0.99991964
 MG0815!UTM  15      -   0.99996977  x   0.99980374  =   0.99977352
 MG0815
 MG0815|---------------------------------------------------------------------|
 MG0815| PID    Reference Object                     Distance      Geod. Az  |
 MG0815|                                                           dddmmss.s |
 MG0815| CL8335 COT RM 1                             17.541 METERS 08956     |
 MG0815| CL8336 COT RM 2                             19.233 METERS 18609     |
 MG0815| MG0825 AINSWORTH MUN WATER TANK            APPROX. 7.7 KM 2613807.6 |
 MG0815| MG0816 HASK AZ MK                          APPROX. 3.1 KM 2852950.7 |
 MG0815|---------------------------------------------------------------------|
 MG0815
 MG0815                          SUPERSEDED SURVEY CONTROL
 MG0815
 MG0815  NAD 83(1986)-  41 18 00.93646(N)    091 27 47.33838(W) AD(       ) 2
 MG0815  NAD 27      -  41 18 00.85446(N)    091 27 46.77041(W) AD(       ) 2
 MG0815  NGVD 29 (07/19/86)  225.6    (m)          740.     (f) VERT ANG       
 MG0815
 MG0815.Superseded values are not recommended for survey control.
 MG0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0815.See file dsdata.txt to determine how the superseded data were derived.
 MG0815
 MG0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2866573229(NAD 83)
 MG0815_MARKER: DD = SURVEY DISK
 MG0815_SETTING: 0 = UNSPECIFIED SETTING
 MG0815
 MG0815  HISTORY     - Date     Condition        Report By
 MG0815  HISTORY     - 1968     MONUMENTED       USGS
 MG0815
 MG0815                          STATION DESCRIPTION
 MG0815
 MG0815'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0815'THE STATION IS LOCATED ABOUT 0.5 MI N. OF THE COMMUNITY OF COTTER,
 MG0815'ABOUT 4.5 MI E. AND 1.0 MI N. OF AINSWORTH, NEAR A GRAVEL
 MG0815'CROSSROADS AND QUARTER COR. BETWEEN SECS. 17 AND 18, T. 75 N.,
 MG0815'R. 5 W. AND IN THE RIGHT-OF-WAY OF AN E.-W. GRAVEL RD.
 MG0815'
 MG0815'TO REACH THE STATION FROM THE POST OFFICE AT AINSWORTH, DRIVE 1
 MG0815'BLOCK E. AND 1 BLOCK S. TO JCT. WITH STATE HWY. 92, TURN LEFT
 MG0815'AND DRIVE E. ON STATE HWY. 92 FOR 0.6 MI TO JCT. WITH U.S. HWY 218,
 MG0815'CONTINUE E. ON STATE HWY. 92 FOR 3.85 MI TO AN ASPHALT
 MG0815'RD. CROSSING NEAR COTTER, TURN LEFT ON ASPHALT RD. AND N. FOR 0.1
 MG0815'MI TO END OF ASPHALT, CONTINUE N. ON GRAVEL RD. FOR 0.45 MI TO A
 MG0815'GRAVEL CROSSROADS, TURN RIGHT ON GRAVEL RD. AND DRIVE E. FOR
 MG0815'0.1 MI TO STATION ON THE LEFT.
 MG0815'
 MG0815'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED COT
 MG0815'1968 AND CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN
 MG0815'FLUSH WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MG0815'
 MG0815'STATION MARK IS 546 FT E. OF CROSSROADS, 31 FT N. OF CENTER OF
 MG0815'E.-W. GRAVEL RD., 31 FT W. OF A POWER LINE POLE AND 2 FT S. OF
 MG0815'RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0815'
 MG0815'REFERENCE MARK NO. 1 IS 57.55 FT (17.541 M.) E. OF STATION, 32
 MG0815'FT N. OF CENTER OF RD., 27 FT E. OF A POWER LINE POLE AND 1 FT
 MG0815'S. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0815'
 MG0815'REFERENCE MARK NO. 2 IS 63.10 FT (19.233 M.) S. OF STATION, 32 FT
 MG0815'S. OF CENTER OF RD., 59 FT E. OF A TELEPHONE POLE AND 1 FT
 MG0815'N. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0815'
 MG0815'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0518 ***********************************************************************
 NK0518  DESIGNATION -  COTTONWOOD ET
 NK0518  PID         -  NK0518
 NK0518  STATE/COUNTY-  IA/CHICKASAW
 NK0518  USGS QUAD   -  TRIPOLI NW (1971)
 NK0518
 NK0518                         *CURRENT SURVEY CONTROL
 NK0518  ___________________________________________________________________
 NK0518* NAD 83(1996)-  42 59 38.38489(N)    092 28 33.19681(W)     ADJUSTED  
 NK0518* NAVD 88     -       334.5    (meters)    1097.     (feet)  VERTCON   
 NK0518  ___________________________________________________________________
 NK0518  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 NK0518  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 NK0518
 NK0518  HORZ ORDER  -  SECOND
 NK0518
 NK0518.The horizontal coordinates were established by classical geodetic methods
 NK0518.and adjusted by the National Geodetic Survey in May 1999..
 NK0518
 NK0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0518
 NK0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0518
 NK0518.The geoid height was determined by GEOID03.
 NK0518
 NK0518;                    North         East     Units Scale Factor Converg.
 NK0518;SPC IA N     - 1,166,456.060 1,583,509.961   MT  0.99996156   +0 41 38.7
 NK0518;UTM  15      - 4,760,281.295   542,723.707   MT  0.99962245   +0 21 26.7
 NK0518
 NK0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0518!SPC IA N     -   0.99995242  x   0.99996156  =   0.99991399
 NK0518!UTM  15      -   0.99995242  x   0.99962245  =   0.99957489
 NK0518
 NK0518|---------------------------------------------------------------------|
 NK0518| PID    Reference Object                     Distance      Geod. Az  |
 NK0518|                                                           dddmmss.s |
 NK0518| CI6154 COTTONWOOD RM 2                      21.413 METERS 08057     |
 NK0518| CI6153 COTTONWOOD RM 1                      13.880 METERS 18057     |
 NK0518| NK0623 NASHUA METH CH SPIRE                APPROX. 6.1 KM 2271927.4 |
 NK0518|---------------------------------------------------------------------|
 NK0518
 NK0518                          SUPERSEDED SURVEY CONTROL
 NK0518
 NK0518  NAD 83(1996)-  42 59 38.38489(N)    092 28 33.19680(W) AD(       ) 2
 NK0518  NAD 83(1986)-  42 59 38.37805(N)    092 28 33.19261(W) AD(       ) 2
 NK0518  NAD 27      -  42 59 38.46491(N)    092 28 32.53619(W) AD(       ) 2
 NK0518  NGVD 29 (07/19/86)  334.5    (m)         1097.     (f) VERT ANG       
 NK0518
 NK0518.Superseded values are not recommended for survey control.
 NK0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0518.See file dsdata.txt to determine how the superseded data were derived.
 NK0518
 NK0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4272460281(NAD 83)
 NK0518_MARKER: DD = SURVEY DISK
 NK0518_SETTING: 0 = UNSPECIFIED SETTING
 NK0518
 NK0518  HISTORY     - Date     Condition        Report By
 NK0518  HISTORY     - 1969     MONUMENTED       USGS
 NK0518
 NK0518                          STATION DESCRIPTION
 NK0518
 NK0518'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JEK)
 NK0518'THE STATION IS ABOUT 3.0 MI SSW. OF IONIA, NEAR THE COR. OF
 NK0518'SECS. 2, 3, 34 AND 35, TS. 94 AND 95 N., R. 14 W., ON A SMALL
 NK0518'RISE NEAR A LARGE COTTONWOOD TREE.
 NK0518'
 NK0518'TO REACH THE STATION FROM THE CROSSROADS IN IONIA GO S. ON
 NK0518'ST. HWY. 393 FOR ABOUT 2.75 MI TO A CROSSROADS, TURN RIGHT AND
 NK0518'GO W. ON GRAVEL RD. FOR 1.0 MI TO A LARGE COTTONWOOD TREE NEAR
 NK0518'THE CROSSROADS AND THE STATION S. OF THE TREE.
 NK0518'
 NK0518'THE STATION, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NK0518'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NK0518'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET COTTONWOOD
 NK0518'1969 IS 44 FT S. AND 34 FT W. CENTER CROSSROADS, 9 FT S. AND
 NK0518'2 FT W. OF CENTER OF A 19 FT CIRCUMFERENCE COTTONWOOD TREE, 3 FT
 NK0518'S. AND 2 FT E. OF A FENCE COR. S. AND W.  2 FT E. OF A USGS
 NK0518'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 NK0518'
 NK0518'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2
 NK0518'IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILE 12
 NK0518'IN. LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED
 NK0518'COTTONWOOD NO 1 1969 IS S. OF THE STATION, 90 FT S. AND 35 FT
 NK0518'W. OF CENTER CROSSROADS, 49 FT S. AND 2 FT E. OF FENCE
 NK0518'COR. S. AND W., THE MARK IS FLUSH WITH THE GROUND.
 NK0518'
 NK0518'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NK0518'COATED RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NK0518'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED COTTONWOOD
 NK0518'NO 2 1969 IS ENE. OF THE STATION, 34 FT S. AND 36 FT E. OF
 NK0518'CENTER CROSSROADS, 2 FT S. OF A TELEPHONE POLE.  THE MARK IS
 NK0518'FLUSH WITH THE GROUND.
 NK0518'
 NK0518'NO AZIMUTH MARK WAS SET.
 NK0518'
 NK0518'REFERENCE AZIMUTH USED -- NASHUA METHODIST CHURCH SPIRE.
 NK0518'
 NK0518'NASHUA METHODIST CHURCH -- STATION IS CENTER SPIRE ON TOP OF
 NK0518'THE NASHUA METHODIST CHURCH, LOCATED ABOUT 1/2 BLOCK S. OF THE
 NK0518'INTERSECTION OF WOODBRIDGE AND BRASHER STREETS, ON THE W. SIDE OF
 NK0518'STREET IN NASHUA.  THE CHURCH IS OF RED BRICK CONSTRUCTION WITH
 NK0518'WHITE TRIM ON THE SPIRE WHICH IS ON THE NE. COR. OF THE
 NK0518'CHURCH.  THE CHURCH WAS BUILT IN 1884., T. 94 N., R. 14 W., IN
 NK0518'THE SE 1/4 OF SE 1/4 OF SEC. 18.
 NK0518'
 NK0518'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0689 ***********************************************************************
 NK0689  DESIGNATION -  COULTER WATER TANK
 NK0689  PID         -  NK0689
 NK0689  STATE/COUNTY-  IA/FRANKLIN
 NK0689  USGS QUAD   -  COULTER (1979)
 NK0689
 NK0689                         *CURRENT SURVEY CONTROL
 NK0689  ___________________________________________________________________
 NK0689* NAD 83(1996)-  42 44 13.14588(N)    093 22 05.45522(W)     ADJUSTED  
 NK0689* NAVD 88     -                                                        
 NK0689  ___________________________________________________________________
 NK0689  LAPLACE CORR-         -13.96  (seconds)                    DEFLEC99
 NK0689  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 NK0689
 NK0689  HORZ ORDER  -  THIRD
 NK0689
 NK0689.The horizontal coordinates were established by classical geodetic methods
 NK0689.and adjusted by the National Geodetic Survey in May 1999..
 NK0689
 NK0689
 NK0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0689
 NK0689.The geoid height was determined by GEOID03.
 NK0689
 NK0689;                    North         East     Units Scale Factor Converg.
 NK0689;SPC IA N     - 1,137,408.648 1,510,793.713   MT  0.99994610   +0 05 21.6
 NK0689;UTM  15      - 4,731,673.811   469,862.392   MT  0.99961117   -0 14 59.5
 NK0689
 NK0689                          SUPERSEDED SURVEY CONTROL
 NK0689
 NK0689  NAD 83(1996)-  42 44 13.14612(N)    093 22 05.45455(W) AD(       ) 4
 NK0689  NAD 83(1986)-  42 44 13.14099(N)    093 22 05.44617(W) AD(       ) 4
 NK0689  NAD 27      -  42 44 13.23800(N)    093 22 04.71100(W) AD(       ) 3
 NK0689
 NK0689.Superseded values are not recommended for survey control.
 NK0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0689.See file dsdata.txt to determine how the superseded data were derived.
 NK0689
 NK0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH6986231674(NAD 83)
 NK0689_MARKER: 51 = TANK
 NK0689
 NK0689  HISTORY     - Date     Condition        Report By
 NK0689  HISTORY     - 1926     FIRST OBSERVED   CGS
 NK0689
 NK0689                          STATION DESCRIPTION
 NK0689
 NK0689'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1231 ***********************************************************************
 MJ1231  DESIGNATION -  COUNCIL BLUFF OMAHA ELEV C STK
 MJ1231  PID         -  MJ1231
 MJ1231  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1231  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1231
 MJ1231                         *CURRENT SURVEY CONTROL
 MJ1231  ___________________________________________________________________
 MJ1231* NAD 83(1996)-  41 14 33.79931(N)    095 52 38.57325(W)     ADJUSTED  
 MJ1231* NAVD 88     -                                                        
 MJ1231  ___________________________________________________________________
 MJ1231  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 MJ1231  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 MJ1231
 MJ1231  HORZ ORDER  -  THIRD
 MJ1231
 MJ1231.The horizontal coordinates were established by classical geodetic methods
 MJ1231.and adjusted by the National Geodetic Survey in May 1999..
 MJ1231
 MJ1231
 MJ1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1231
 MJ1231.The geoid height was determined by GEOID03.
 MJ1231
 MJ1231;                    North         East     Units Scale Factor Converg.
 MJ1231;SPC IA S     -   140,725.706   300,749.192   MT  0.99994864   -1 33 57.5
 MJ1231;SPC NE       -   164,713.071   845,336.456   MT  0.99966909   +2 43 55.4
 MJ1231;UTM  15      - 4,569,695.238   258,884.298   MT  1.00031555   -1 53 52.2
 MJ1231
 MJ1231                          SUPERSEDED SURVEY CONTROL
 MJ1231
 MJ1231  NAD 83(1996)-  41 14 33.79937(N)    095 52 38.57312(W) AD(       ) 4
 MJ1231  NAD 83(1986)-  41 14 33.80860(N)    095 52 38.57332(W) AD(       ) 4
 MJ1231  NAD 27      -  41 14 33.81600(N)    095 52 37.52700(W) AD(       ) 3
 MJ1231
 MJ1231.Superseded values are not recommended for survey control.
 MJ1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1231.See file dsdata.txt to determine how the superseded data were derived.
 MJ1231
 MJ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5888469695(NAD 83)
 MJ1231_MARKER: 63 = STACK
 MJ1231
 MJ1231  HISTORY     - Date     Condition        Report By
 MJ1231  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1231  HISTORY     - 1945     GOOD             CGS
 MJ1231
 MJ1231                          STATION DESCRIPTION
 MJ1231
 MJ1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1231'CONCRETE STACK ON THE SE SIDE OF A MASSIVE CONCRETE GRAIN
 MJ1231'ELEVATOR IN THE RAILROAD YARDS SW OF THE CENTER OF COUNCIL
 MJ1231'BLUFFS.  STACK IS NOT VISIBLE TO THE W BECAUSE IT IS LOWER THAN
 MJ1231'THE ELEVATOR AND THEREFORE OBSCURED BY IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1252 ***********************************************************************
 MJ1252  DESIGNATION -  COUNCIL BLUFFS BROADWAY ME CH
 MJ1252  PID         -  MJ1252
 MJ1252  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1252  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1252
 MJ1252                         *CURRENT SURVEY CONTROL
 MJ1252  ___________________________________________________________________
 MJ1252* NAD 83(1996)-  41 15 47.96209(N)    095 50 36.69789(W)     ADJUSTED  
 MJ1252* NAVD 88     -                                                        
 MJ1252  ___________________________________________________________________
 MJ1252  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MJ1252  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 MJ1252
 MJ1252  HORZ ORDER  -  THIRD
 MJ1252
 MJ1252.The horizontal coordinates were established by classical geodetic methods
 MJ1252.and adjusted by the National Geodetic Survey in May 1999..
 MJ1252
 MJ1252
 MJ1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1252
 MJ1252.The geoid height was determined by GEOID03.
 MJ1252
 MJ1252;                    North         East     Units Scale Factor Converg.
 MJ1252;SPC IA S     -   142,935.658   303,647.492   MT  0.99994896   -1 32 37.3
 MJ1252;SPC NE       -   167,133.344   848,060.214   MT  0.99966751   +2 45 16.1
 MJ1252;UTM  15      - 4,571,889.134   261,796.406   MT  1.00029837   -1 52 34.5
 MJ1252
 MJ1252                          SUPERSEDED SURVEY CONTROL
 MJ1252
 MJ1252  NAD 83(1996)-  41 15 47.96200(N)    095 50 36.69769(W) AD(       ) 4
 MJ1252  NAD 83(1986)-  41 15 47.97113(N)    095 50 36.69797(W) AD(       ) 4
 MJ1252  NAD 27      -  41 15 47.98800(N)    095 50 35.66600(W) AD(       ) 3
 MJ1252
 MJ1252.Superseded values are not recommended for survey control.
 MJ1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1252.See file dsdata.txt to determine how the superseded data were derived.
 MJ1252
 MJ1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6179671889(NAD 83)
 MJ1252_MARKER: 86 = CUPOLA
 MJ1252
 MJ1252  HISTORY     - Date     Condition        Report By
 MJ1252  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1252  HISTORY     - 1957     GOOD             CGS
 MJ1252
 MJ1252                          STATION DESCRIPTION
 MJ1252
 MJ1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MJ1252'THE STATION IS LOCATED IN COUNCIL BLUFFS AT THE INTERSECTION
 MJ1252'OF E. BROADWAY AND S. FIRST STREETS.
 MJ1252'
 MJ1252'THE STATION IS OF BRICK CONSTRUCTION WITH A LARGE CUPOLA ON THE
 MJ1252'TOP, WITH 3 LARGE CLOCKS, ONE ON EACH SIDE EXCEPT THE SOUTHEAST
 MJ1252'SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1249 ***********************************************************************
 MJ1249  DESIGNATION -  COUNCIL BLUFFS CO CTHSE CUPOLA
 MJ1249  PID         -  MJ1249
 MJ1249  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1249  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1249
 MJ1249                         *CURRENT SURVEY CONTROL
 MJ1249  ___________________________________________________________________
 MJ1249* NAD 83(1996)-  41 15 26.49309(N)    095 51 06.01241(W)     ADJUSTED  
 MJ1249* NAVD 88     -                                                        
 MJ1249  ___________________________________________________________________
 MJ1249  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 MJ1249  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ1249
 MJ1249  HORZ ORDER  -  THIRD
 MJ1249
 MJ1249.The horizontal coordinates were established by classical geodetic methods
 MJ1249.and adjusted by the National Geodetic Survey in May 1999..
 MJ1249
 MJ1249
 MJ1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1249
 MJ1249.The geoid height was determined by GEOID03.
 MJ1249
 MJ1249;                    North         East     Units Scale Factor Converg.
 MJ1249;SPC IA S     -   142,292.035   302,947.500   MT  0.99994885   -1 32 56.6
 MJ1249;SPC NE       -   166,439.264   847,410.611   MT  0.99966795   +2 44 56.7
 MJ1249;UTM  15      - 4,571,249.359   261,092.443   MT  1.00030250   -1 52 53.0
 MJ1249
 MJ1249                          SUPERSEDED SURVEY CONTROL
 MJ1249
 MJ1249  NAD 83(1996)-  41 15 26.49315(N)    095 51 06.01226(W) AD(       ) 4
 MJ1249  NAD 83(1986)-  41 15 26.50253(N)    095 51 06.01259(W) AD(       ) 4
 MJ1249  NAD 27      -  41 15 26.50200(N)    095 51 04.97400(W) AD(       ) 3
 MJ1249
 MJ1249.Superseded values are not recommended for survey control.
 MJ1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1249.See file dsdata.txt to determine how the superseded data were derived.
 MJ1249
 MJ1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6109271249(NAD 83)
 MJ1249_MARKER: 86 = CUPOLA
 MJ1249
 MJ1249  HISTORY     - Date     Condition        Report By
 MJ1249  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1249  HISTORY     - 1945     GOOD             CGS
 MJ1249
 MJ1249                          STATION DESCRIPTION
 MJ1249
 MJ1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1249'WEATHER VANE ON DOME OF COURTHOUSE LOCATED ON PEARL STREET
 MJ1249'AT FIFTH AVENUE.  COURTHOUSE WAS BUILT IN 1885.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1244 ***********************************************************************
 MJ1244  DESIGNATION -  COUNCIL BLUFFS KOIL N RAD MAST
 MJ1244  PID         -  MJ1244
 MJ1244  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1244  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1244
 MJ1244                         *CURRENT SURVEY CONTROL
 MJ1244  ___________________________________________________________________
 MJ1244* NAD 83(1996)-  41 15 20.08356(N)    095 50 30.85174(W)     ADJUSTED  
 MJ1244* NAVD 88     -                                                        
 MJ1244  ___________________________________________________________________
 MJ1244  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 MJ1244  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ1244
 MJ1244  HORZ ORDER  -  THIRD
 MJ1244
 MJ1244.The horizontal coordinates were established by classical geodetic methods
 MJ1244.and adjusted by the National Geodetic Survey in May 1999..
 MJ1244
 MJ1244
 MJ1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1244
 MJ1244.The geoid height was determined by GEOID03.
 MJ1244
 MJ1244;                    North         East     Units Scale Factor Converg.
 MJ1244;SPC IA S     -   142,072.305   303,760.369   MT  0.99994882   -1 32 33.4
 MJ1244;SPC NE       -   166,281.118   848,237.429   MT  0.99966809   +2 45 20.0
 MJ1244;UTM  15      - 4,571,024.839   261,904.309   MT  1.00029774   -1 52 29.6
 MJ1244
 MJ1244                          SUPERSEDED SURVEY CONTROL
 MJ1244
 MJ1244  NAD 83(1996)-  41 15 20.08358(N)    095 50 30.85160(W) AD(       ) 4
 MJ1244  NAD 83(1986)-  41 15 20.09292(N)    095 50 30.85190(W) AD(       ) 4
 MJ1244  NAD 27      -  41 15 20.09700(N)    095 50 29.81700(W) AD(       ) 3
 MJ1244
 MJ1244.Superseded values are not recommended for survey control.
 MJ1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1244.See file dsdata.txt to determine how the superseded data were derived.
 MJ1244
 MJ1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6190471025(NAD 83)
 MJ1244_MARKER: 42 = RADIO/TV MAST
 MJ1244
 MJ1244  HISTORY     - Date     Condition        Report By
 MJ1244  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1244
 MJ1244                          STATION DESCRIPTION
 MJ1244
 MJ1244'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1245 ***********************************************************************
 MJ1245  DESIGNATION -  COUNCIL BLUFFS KOIL S RAD MAST
 MJ1245  PID         -  MJ1245
 MJ1245  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1245  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1245
 MJ1245                         *CURRENT SURVEY CONTROL
 MJ1245  ___________________________________________________________________
 MJ1245* NAD 83(1996)-  41 15 17.54368(N)    095 50 30.82797(W)     ADJUSTED  
 MJ1245* NAVD 88     -                                                        
 MJ1245  ___________________________________________________________________
 MJ1245  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 MJ1245  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ1245
 MJ1245  HORZ ORDER  -  THIRD
 MJ1245
 MJ1245.The horizontal coordinates were established by classical geodetic methods
 MJ1245.and adjusted by the National Geodetic Survey in May 1999..
 MJ1245
 MJ1245
 MJ1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1245
 MJ1245.The geoid height was determined by GEOID03.
 MJ1245
 MJ1245;                    North         East     Units Scale Factor Converg.
 MJ1245;SPC IA S     -   141,993.968   303,758.813   MT  0.99994881   -1 32 33.4
 MJ1245;SPC NE       -   166,202.907   848,241.747   MT  0.99966814   +2 45 20.0
 MJ1245;UTM  15      - 4,570,946.485   261,902.298   MT  1.00029775   -1 52 29.5
 MJ1245
 MJ1245                          SUPERSEDED SURVEY CONTROL
 MJ1245
 MJ1245  NAD 83(1996)-  41 15 17.54370(N)    095 50 30.82784(W) AD(       ) 4
 MJ1245  NAD 83(1986)-  41 15 17.55304(N)    095 50 30.82817(W) AD(       ) 4
 MJ1245  NAD 27      -  41 15 17.56000(N)    095 50 29.78900(W) AD(       ) 3
 MJ1245
 MJ1245.Superseded values are not recommended for survey control.
 MJ1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1245.See file dsdata.txt to determine how the superseded data were derived.
 MJ1245
 MJ1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6190270946(NAD 83)
 MJ1245_MARKER: 42 = RADIO/TV MAST
 MJ1245
 MJ1245  HISTORY     - Date     Condition        Report By
 MJ1245  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1245
 MJ1245                          STATION DESCRIPTION
 MJ1245
 MJ1245'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1253 ***********************************************************************
 MJ1253  DESIGNATION -  COUNCIL BLUFFS N MUNICIPAL TK
 MJ1253  PID         -  MJ1253
 MJ1253  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1253  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1253
 MJ1253                         *CURRENT SURVEY CONTROL
 MJ1253  ___________________________________________________________________
 MJ1253* NAD 83(1996)-  41 16 29.49791(N)    095 50 38.72003(W)     ADJUSTED  
 MJ1253* NAVD 88     -                                                        
 MJ1253  ___________________________________________________________________
 MJ1253  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 MJ1253  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MJ1253
 MJ1253  HORZ ORDER  -  THIRD
 MJ1253
 MJ1253.The horizontal coordinates were established by classical geodetic methods
 MJ1253.and adjusted by the National Geodetic Survey in May 1999..
 MJ1253
 MJ1253
 MJ1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1253
 MJ1253.The geoid height was determined by GEOID03.
 MJ1253
 MJ1253;                    North         East     Units Scale Factor Converg.
 MJ1253;SPC IA S     -   144,217.765   303,634.966   MT  0.99994920   -1 32 38.6
 MJ1253;SPC NE       -   168,410.546   847,951.665   MT  0.99966668   +2 45 14.8
 MJ1253;UTM  15      - 4,573,171.740   261,791.325   MT  1.00029840   -1 52 37.4
 MJ1253
 MJ1253                          SUPERSEDED SURVEY CONTROL
 MJ1253
 MJ1253  NAD 83(1996)-  41 16 29.49789(N)    095 50 38.71987(W) AD(       ) 4
 MJ1253  NAD 83(1986)-  41 16 29.50713(N)    095 50 38.72037(W) AD(       ) 4
 MJ1253  NAD 27      -  41 16 29.49400(N)    095 50 37.68500(W) AD(       ) 3
 MJ1253
 MJ1253.Superseded values are not recommended for survey control.
 MJ1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1253.See file dsdata.txt to determine how the superseded data were derived.
 MJ1253
 MJ1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6179173172(NAD 83)
 MJ1253_MARKER: 53 = ELEVATED TANK
 MJ1253
 MJ1253  HISTORY     - Date     Condition        Report By
 MJ1253  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1253  HISTORY     - 1947     GOOD             CGS
 MJ1253  HISTORY     - 1953     SEE DESCRIPTION  CGS
 MJ1253
 MJ1253                          STATION DESCRIPTION
 MJ1253
 MJ1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1253'STATION IS LOCATED IN THE NORTHEASTERN SECTION OF COUNCIL BLUFFS
 MJ1253'ABOUT 50 FEET FROM A DIRT ROAD.  STATION IS A FOUR LEGGED
 MJ1253'STRUCTURE, 50 FEET SQUARE AT BASE WITH A 5 FOOT DIAMETER PIPE
 MJ1253'RUNNING UP THE CENTER.  STATION IS 175 FEET HIGH AND IS SILVER
 MJ1253'IN COLOR.
 MJ1253'
 MJ1253'POINT INTERSECTED WAS RED LIGHT ON TOP OF TANK.
 MJ1253'
 MJ1253'TO REACH FROM JUNCTION OF HIGHWAYS 75 AND 375 IN COUNCIL BLUFFS
 MJ1253'GO EAST ON BROADWAY FOR 0.8 MILES TO FRANK ST.  TURN LEFT OR
 MJ1253'NORTH ON FRANK ST. FOR 0.1 MILE TO FORK IN ROAD.  MAKE RIGHT
 MJ1253'FORK EAST AND NORTH FOR 0.2 MILE TO POINT WHERE BRICK AND DIRT
 MJ1253'ROAD FORK.  CONTINUE NORTH AND WEST ON DIRT ROAD FOR 0.4 MILE
 MJ1253'TO STATION ON LEFT SIDE OF ROAD.
 MJ1253'
 MJ1253'PROBABLY THE SAME STATION AS LOCATED IN 1934.
 MJ1253
 MJ1253                          STATION RECOVERY (1953)
 MJ1253
 MJ1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 MJ1253'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 MJ1253'
 MJ1253'NOTE--THE WATER TANK IS BEING DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1257 ***********************************************************************
 MJ1257  DESIGNATION -  COUNCIL BLUFFS S MUNICIPAL TK
 MJ1257  PID         -  MJ1257
 MJ1257  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1257  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1257
 MJ1257                         *CURRENT SURVEY CONTROL
 MJ1257  ___________________________________________________________________
 MJ1257* NAD 83(1996)-  41 15 25.17901(N)    095 50 00.40920(W)     ADJUSTED  
 MJ1257* NAVD 88     -                                                        
 MJ1257  ___________________________________________________________________
 MJ1257  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 MJ1257  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 MJ1257
 MJ1257  HORZ ORDER  -  THIRD
 MJ1257
 MJ1257.The horizontal coordinates were established by classical geodetic methods
 MJ1257.and adjusted by the National Geodetic Survey in May 1999..
 MJ1257
 MJ1257
 MJ1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1257
 MJ1257.The geoid height was determined by GEOID03.
 MJ1257
 MJ1257;                    North         East     Units Scale Factor Converg.
 MJ1257;SPC IA S     -   142,210.390   304,473.006   MT  0.99994885   -1 32 13.4
 MJ1257;SPC NE       -   166,472.171   848,937.517   MT  0.99966798   +2 45 40.2
 MJ1257;UTM  15      - 4,571,158.835   262,617.983   MT  1.00029356   -1 52 09.7
 MJ1257
 MJ1257                          SUPERSEDED SURVEY CONTROL
 MJ1257
 MJ1257  NAD 83(1996)-  41 15 25.17905(N)    095 50 00.40910(W) AD(       ) 4
 MJ1257  NAD 83(1986)-  41 15 25.18849(N)    095 50 00.40950(W) AD(       ) 4
 MJ1257  NAD 27      -  41 15 25.19200(N)    095 49 59.36900(W) AD(       ) 3
 MJ1257
 MJ1257.Superseded values are not recommended for survey control.
 MJ1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1257.See file dsdata.txt to determine how the superseded data were derived.
 MJ1257
 MJ1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6261871159(NAD 83)
 MJ1257_MARKER: 51 = TANK
 MJ1257
 MJ1257  HISTORY     - Date     Condition        Report By
 MJ1257  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1257
 MJ1257                          STATION DESCRIPTION
 MJ1257
 MJ1257'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1254 ***********************************************************************
 MJ1254  DESIGNATION -  COUNCIL BLUFFS ST FRANCIS CH
 MJ1254  PID         -  MJ1254
 MJ1254  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1254  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1254
 MJ1254                         *CURRENT SURVEY CONTROL
 MJ1254  ___________________________________________________________________
 MJ1254* NAD 83(1996)-  41 15 25.71682(N)    095 51 11.57248(W)     ADJUSTED  
 MJ1254* NAVD 88     -                                                        
 MJ1254  ___________________________________________________________________
 MJ1254  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 MJ1254  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ1254
 MJ1254  HORZ ORDER  -  THIRD
 MJ1254
 MJ1254.The horizontal coordinates were established by classical geodetic methods
 MJ1254.and adjusted by the National Geodetic Survey in May 1999..
 MJ1254
 MJ1254
 MJ1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1254
 MJ1254.The geoid height was determined by GEOID03.
 MJ1254
 MJ1254;                    North         East     Units Scale Factor Converg.
 MJ1254;SPC IA S     -   142,271.597   302,817.469   MT  0.99994885   -1 33 00.2
 MJ1254;SPC NE       -   166,409.147   847,282.513   MT  0.99966797   +2 44 53.0
 MJ1254;UTM  15      - 4,571,229.668   260,962.250   MT  1.00030327   -1 52 56.7
 MJ1254
 MJ1254                          SUPERSEDED SURVEY CONTROL
 MJ1254
 MJ1254  NAD 83(1996)-  41 15 25.71687(N)    095 51 11.57234(W) AD(       ) 4
 MJ1254  NAD 83(1986)-  41 15 25.72623(N)    095 51 11.57269(W) AD(       ) 4
 MJ1254  NAD 27      -  41 15 25.72600(N)    095 51 10.53300(W) AD(       ) 3
 MJ1254
 MJ1254.Superseded values are not recommended for survey control.
 MJ1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1254.See file dsdata.txt to determine how the superseded data were derived.
 MJ1254
 MJ1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6096271230(NAD 83)
 MJ1254_MARKER: 91 = CHURCH CROSS
 MJ1254
 MJ1254  HISTORY     - Date     Condition        Report By
 MJ1254  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1254  HISTORY     - 1945     GOOD             CGS
 MJ1254
 MJ1254                          STATION DESCRIPTION
 MJ1254
 MJ1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1254'THIS IS A VERY HIGH SLIM SPIRE WITH A CROSS ON TOP.  CHURCH
 MJ1254'IS NW OF INTERSECTION OF FIFTH AVENUE AND SIXTH STREET, COUNCIL
 MJ1254'BLUFFS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1255 ***********************************************************************
 MJ1255  DESIGNATION -  COUNCIL BLUFFS ST PETERS CH
 MJ1255  PID         -  MJ1255
 MJ1255  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1255  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1255
 MJ1255                         *CURRENT SURVEY CONTROL
 MJ1255  ___________________________________________________________________
 MJ1255* NAD 83(1996)-  41 15 37.93305(N)    095 50 50.96361(W)     ADJUSTED  
 MJ1255* NAVD 88     -                                                        
 MJ1255  ___________________________________________________________________
 MJ1255  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 MJ1255  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 MJ1255
 MJ1255  HORZ ORDER  -  THIRD
 MJ1255
 MJ1255.The horizontal coordinates were established by classical geodetic methods
 MJ1255.and adjusted by the National Geodetic Survey in May 1999..
 MJ1255
 MJ1255
 MJ1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1255
 MJ1255.The geoid height was determined by GEOID03.
 MJ1255
 MJ1255;                    North         East     Units Scale Factor Converg.
 MJ1255;SPC IA S     -   142,635.346   303,307.209   MT  0.99994891   -1 32 46.7
 MJ1255;SPC NE       -   166,808.465   847,743.485   MT  0.99966771   +2 45 06.7
 MJ1255;UTM  15      - 4,571,590.697   261,454.266   MT  1.00030038   -1 52 43.5
 MJ1255
 MJ1255                          SUPERSEDED SURVEY CONTROL
 MJ1255
 MJ1255  NAD 83(1996)-  41 15 37.93309(N)    095 50 50.96344(W) AD(       ) 4
 MJ1255  NAD 83(1986)-  41 15 37.94242(N)    095 50 50.96374(W) AD(       ) 4
 MJ1255  NAD 27      -  41 15 37.94600(N)    095 50 49.92800(W) AD(       ) 3
 MJ1255
 MJ1255.Superseded values are not recommended for survey control.
 MJ1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1255.See file dsdata.txt to determine how the superseded data were derived.
 MJ1255
 MJ1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6145471591(NAD 83)
 MJ1255_MARKER: 91 = CHURCH CROSS
 MJ1255
 MJ1255  HISTORY     - Date     Condition        Report By
 MJ1255  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1255  HISTORY     - 1945     GOOD             CGS
 MJ1255
 MJ1255                          STATION DESCRIPTION
 MJ1255
 MJ1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1255'CROSS ON HIGH SLIM SPIRE ON ST. PETERS CATHOLIC CHURCH LOCATED
 MJ1255'ON BLUFF IMMEDIATELY E OF CENTER OF COUNCIL BLUFFS.  CHURCH
 MJ1255'IS ON PIERCE STREET AT THE INTERSECTION OF BLUFF STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1281 ***********************************************************************
 MJ1281  DESIGNATION -  COUNCIL BLUFFS T JEFF HS C STK
 MJ1281  PID         -  MJ1281
 MJ1281  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1281  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1281
 MJ1281                         *CURRENT SURVEY CONTROL
 MJ1281  ___________________________________________________________________
 MJ1281* NAD 83(1996)-  41 15 39.06348(N)    095 52 59.12631(W)     ADJUSTED  
 MJ1281* NAVD 88     -                                                        
 MJ1281  ___________________________________________________________________
 MJ1281  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 MJ1281  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ1281
 MJ1281  HORZ ORDER  -  THIRD
 MJ1281
 MJ1281.The horizontal coordinates were established by classical geodetic methods
 MJ1281.and adjusted by the National Geodetic Survey in May 1999..
 MJ1281
 MJ1281
 MJ1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1281
 MJ1281.The geoid height was determined by GEOID03.
 MJ1281
 MJ1281;                    North         East     Units Scale Factor Converg.
 MJ1281;SPC IA S     -   142,751.318   300,325.970   MT  0.99994892   -1 34 11.1
 MJ1281;SPC NE       -   166,700.712   844,762.777   MT  0.99966769   +2 43 41.7
 MJ1281;UTM  15      - 4,571,724.016   258,472.676   MT  1.00031800   -1 54 08.2
 MJ1281
 MJ1281                          SUPERSEDED SURVEY CONTROL
 MJ1281
 MJ1281  NAD 83(1996)-  41 15 39.06355(N)    095 52 59.12601(W) AD(       ) 4
 MJ1281  NAD 83(1986)-  41 15 39.07271(N)    095 52 59.12632(W) AD(       ) 4
 MJ1281  NAD 27      -  41 15 39.07300(N)    095 52 58.09200(W) AD(       ) 3
 MJ1281
 MJ1281.Superseded values are not recommended for survey control.
 MJ1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1281.See file dsdata.txt to determine how the superseded data were derived.
 MJ1281
 MJ1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5847371724(NAD 83)
 MJ1281_MARKER: 63 = STACK
 MJ1281
 MJ1281  HISTORY     - Date     Condition        Report By
 MJ1281  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1281  HISTORY     - 1945     GOOD             CGS
 MJ1281
 MJ1281                          STATION DESCRIPTION
 MJ1281
 MJ1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1281'CONCRETE STACK OF THOMAS JEFFERSON HIGH SCHOOL LOCATED AT SW
 MJ1281'CORNER OF INTERSECTION OF BROADWAY AND TWENTY-FIFTH STREET,
 MJ1281'COUNCIL BLUFFS.  STACK IS JUST N OF A RAILROAD S OF THE HIGH
 MJ1281'SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1248 ***********************************************************************
 MJ1248  DESIGNATION -  COUNCIL BLUFFS US PO BLDG CUP
 MJ1248  PID         -  MJ1248
 MJ1248  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1248  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1248
 MJ1248                         *CURRENT SURVEY CONTROL
 MJ1248  ___________________________________________________________________
 MJ1248* NAD 83(1996)-  41 15 39.61923(N)    095 51 08.39356(W)     ADJUSTED  
 MJ1248* NAVD 88     -                                                        
 MJ1248  ___________________________________________________________________
 MJ1248  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 MJ1248  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 MJ1248
 MJ1248  HORZ ORDER  -  THIRD
 MJ1248
 MJ1248.The horizontal coordinates were established by classical geodetic methods
 MJ1248.and adjusted by the National Geodetic Survey in May 1999..
 MJ1248
 MJ1248
 MJ1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1248
 MJ1248.The geoid height was determined by GEOID03.
 MJ1248
 MJ1248;                    North         East     Units Scale Factor Converg.
 MJ1248;SPC IA S     -   142,698.302   302,903.039   MT  0.99994892   -1 32 58.1
 MJ1248;SPC NE       -   166,840.944   847,335.848   MT  0.99966768   +2 44 55.1
 MJ1248;UTM  15      - 4,571,656.021   261,050.326   MT  1.00030275   -1 52 55.1
 MJ1248
 MJ1248                          SUPERSEDED SURVEY CONTROL
 MJ1248
 MJ1248  NAD 83(1996)-  41 15 39.61928(N)    095 51 08.39339(W) AD(       ) 4
 MJ1248  NAD 83(1986)-  41 15 39.62864(N)    095 51 08.39376(W) AD(       ) 4
 MJ1248  NAD 27      -  41 15 39.62900(N)    095 51 07.35500(W) AD(       ) 3
 MJ1248
 MJ1248.Superseded values are not recommended for survey control.
 MJ1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1248.See file dsdata.txt to determine how the superseded data were derived.
 MJ1248
 MJ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6105071656(NAD 83)
 MJ1248_MARKER: 86 = CUPOLA
 MJ1248
 MJ1248  HISTORY     - Date     Condition        Report By
 MJ1248  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1248  HISTORY     - 1945     GOOD             CGS
 MJ1248
 MJ1248                          STATION DESCRIPTION
 MJ1248
 MJ1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1248'THE HIGHER OF TWO CUPOLAS WHICH IS ON THE NE CORNER OF THE
 MJ1248'POST OFFICE LOCATED SW OF THE INTERSECTION OF WEST BROADWAY
 MJ1248'AND SOUTH SIXTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1246 ***********************************************************************
 MJ1246  DESIGNATION -  COUNCIL BLUFFS WASH AVE HS CUP
 MJ1246  PID         -  MJ1246
 MJ1246  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1246  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1246
 MJ1246                         *CURRENT SURVEY CONTROL
 MJ1246  ___________________________________________________________________
 MJ1246* NAD 83(1996)-  41 15 47.69611(N)    095 50 57.61217(W)     ADJUSTED  
 MJ1246* NAVD 88     -                                                        
 MJ1246  ___________________________________________________________________
 MJ1246  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MJ1246  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 MJ1246
 MJ1246  HORZ ORDER  -  THIRD
 MJ1246
 MJ1246.The horizontal coordinates were established by classical geodetic methods
 MJ1246.and adjusted by the National Geodetic Survey in May 1999..
 MJ1246
 MJ1246
 MJ1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1246
 MJ1246.The geoid height was determined by GEOID03.
 MJ1246
 MJ1246;                    North         East     Units Scale Factor Converg.
 MJ1246;SPC IA S     -   142,940.586   303,160.638   MT  0.99994896   -1 32 51.0
 MJ1246;SPC NE       -   167,101.779   847,574.497   MT  0.99966751   +2 45 02.3
 MJ1246;UTM  15      - 4,571,896.891   261,309.417   MT  1.00030123   -1 52 48.3
 MJ1246
 MJ1246                          SUPERSEDED SURVEY CONTROL
 MJ1246
 MJ1246  NAD 83(1996)-  41 15 47.69614(N)    095 50 57.61194(W) AD(       ) 4
 MJ1246  NAD 83(1986)-  41 15 47.70541(N)    095 50 57.61212(W) AD(       ) 4
 MJ1246  NAD 27      -  41 15 47.71000(N)    095 50 56.58000(W) AD(       ) 3
 MJ1246
 MJ1246.Superseded values are not recommended for survey control.
 MJ1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1246.See file dsdata.txt to determine how the superseded data were derived.
 MJ1246
 MJ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6130971897(NAD 83)
 MJ1246_MARKER: 86 = CUPOLA
 MJ1246
 MJ1246  HISTORY     - Date     Condition        Report By
 MJ1246  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1246
 MJ1246                          STATION DESCRIPTION
 MJ1246
 MJ1246'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1260 ***********************************************************************
 MJ1260  DESIGNATION -  COUNCIL BLUFFS WTR WK C OF STK
 MJ1260  PID         -  MJ1260
 MJ1260  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1260  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1260
 MJ1260                         *CURRENT SURVEY CONTROL
 MJ1260  ___________________________________________________________________
 MJ1260* NAD 83(1996)-  41 15 42.35982(N)    095 54 23.58179(W)     ADJUSTED  
 MJ1260* NAVD 88     -                                                        
 MJ1260  ___________________________________________________________________
 MJ1260  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 MJ1260  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 MJ1260
 MJ1260  HORZ ORDER  -  THIRD
 MJ1260
 MJ1260.The horizontal coordinates were established by classical geodetic methods
 MJ1260.and adjusted by the National Geodetic Survey in May 1999..
 MJ1260
 MJ1260
 MJ1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1260
 MJ1260.The geoid height was determined by GEOID03.
 MJ1260
 MJ1260;                    North         East     Units Scale Factor Converg.
 MJ1260;SPC IA S     -   142,907.084   298,363.631   MT  0.99994893   -1 35 06.7
 MJ1260;SPC NE       -   166,708.973   842,794.837   MT  0.99966762   +2 42 45.8
 MJ1260;UTM  15      - 4,571,891.232   256,510.539   MT  1.00032971   -1 55 04.1
 MJ1260
 MJ1260                          SUPERSEDED SURVEY CONTROL
 MJ1260
 MJ1260  NAD 83(1996)-  41 15 42.35989(N)    095 54 23.58132(W) AD(       ) 4
 MJ1260  NAD 83(1986)-  41 15 42.36885(N)    095 54 23.58180(W) AD(       ) 4
 MJ1260  NAD 27      -  41 15 42.36900(N)    095 54 22.55400(W) AD(       ) 3
 MJ1260
 MJ1260.Superseded values are not recommended for survey control.
 MJ1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1260.See file dsdata.txt to determine how the superseded data were derived.
 MJ1260
 MJ1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5651171891(NAD 83)
 MJ1260_MARKER: 63 = STACK
 MJ1260
 MJ1260  HISTORY     - Date     Condition        Report By
 MJ1260  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1260  HISTORY     - 1945     GOOD             CGS
 MJ1260
 MJ1260                          STATION DESCRIPTION
 MJ1260
 MJ1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1260'STACK IS CONCRETE AND LOCATED ABOUT 20 FEET S OF BROADWAY
 MJ1260'BETWEEN THIRTY-SIXTH AND THIRTY-SEVENTH STREET, COUNCIL BLUFFS.
 MJ1260'IT IS THE ONLY STACK AT THE WATER WORKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1256 ***********************************************************************
 MJ1256  DESIGNATION -  COUNCIL RESET
 MJ1256  PID         -  MJ1256
 MJ1256  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1256  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1256
 MJ1256                         *CURRENT SURVEY CONTROL
 MJ1256  ___________________________________________________________________
 MJ1256* NAD 83(1996)-  41 16 35.07694(N)    095 51 08.58420(W)     ADJUSTED  
 MJ1256* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 MJ1256  ___________________________________________________________________
 MJ1256  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 MJ1256  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MJ1256
 MJ1256  HORZ ORDER  -  FIRST
 MJ1256
 MJ1256.The horizontal coordinates were established by classical geodetic methods
 MJ1256.and adjusted by the National Geodetic Survey in May 1999..
 MJ1256
 MJ1256.The orthometric height was scaled from a topographic map.
 MJ1256
 MJ1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1256
 MJ1256.The geoid height was determined by GEOID03.
 MJ1256
 MJ1256;                    North         East     Units Scale Factor Converg.
 MJ1256;SPC IA S     -   144,408.566   302,944.864   MT  0.99994924   -1 32 58.3
 MJ1256;SPC NE       -   168,549.051   847,249.402   MT  0.99966657   +2 44 55.0
 MJ1256;UTM  15      - 4,573,366.617   261,102.102   MT  1.00030244   -1 52 57.3
 MJ1256
 MJ1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1256!SPC IA S     -   0.99994283  x   0.99994924  =   0.99989208
 MJ1256!SPC NE       -   0.99994283  x   0.99966657  =   0.99960942
 MJ1256!UTM  15      -   0.99994283  x   1.00030244  =   1.00024526
 MJ1256
 MJ1256|---------------------------------------------------------------------|
 MJ1256| PID    Reference Object                     Distance      Geod. Az  |
 MJ1256|                                                           dddmmss.s |
 MJ1256| CL6300 COUNCIL RM 3                         14.710 METERS 03032     |
 MJ1256| CL6301 COUNCIL RM 4                         16.084 METERS 07841     |
 MJ1256| CL6297 COUNCIL AZ MK                                      1691920.3 |
 MJ1256| MJ1207 J WILCOX AND SON GRNHSE CO STK      APPROX. 6.5 KM 1752757.5 |
 MJ1256| MJ1231 COUNCIL BLUFF OMAHA ELEV C STK      APPROX. 4.3 KM 2091512.0 |
 MJ1256| MJ1281 COUNCIL BLUFFS T JEFF HS C STK      APPROX. 3.1 KM 2360728.9 |
 MJ1256| CL6298 COUNCIL RM 1                         33.232 METERS 24256     |
 MJ1256| MJ1260 COUNCIL BLUFFS WTR WK C OF STK      APPROX. 4.8 KM 2501814.9 |
 MJ1256| CL6299 COUNCIL RM 2                         44.958 METERS 35204     |
 MJ1256|---------------------------------------------------------------------|
 MJ1256
 MJ1256                          SUPERSEDED SURVEY CONTROL
 MJ1256
 MJ1256  NAD 83(1996)-  41 16 35.07692(N)    095 51 08.58407(W) AD(       ) 1
 MJ1256  NAD 83(1986)-  41 16 35.08582(N)    095 51 08.58477(W) AD(       ) 1
 MJ1256  NAD 27      -  41 16 35.09200(N)    095 51 07.54300(W) AD(       ) 1
 MJ1256
 MJ1256.Superseded values are not recommended for survey control.
 MJ1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1256.See file dsdata.txt to determine how the superseded data were derived.
 MJ1256
 MJ1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6110273367(NAD 83)
 MJ1256_MARKER: DS = TRIANGULATION STATION DISK
 MJ1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1256_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1256
 MJ1256  HISTORY     - Date     Condition        Report By
 MJ1256  HISTORY     - 1974     MONUMENTED       NGS
 MJ1256
 MJ1256                          STATION DESCRIPTION
 MJ1256
 MJ1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MJ1256'REFERENCE MARK 3 AND REFERENCE MARK 4 WERE RECOVERED IN GOOD
 MJ1256'CONDITION.  THE 1934 1972 STATION MARK WAS DESTROYED WHEN A NEW
 MJ1256'ROAD WAS BUILT COMING UP THE RIDGE FROM THE WEST.  A NEW SURFACE
 MJ1256'AND UNDERGROUND STATION MARK WERE SET IN THE ORIGINAL POSITION
 MJ1256'BY THE DISTANCE AND ANGLE METHOD USING REFERENCE MARKS 3 AND 4.
 MJ1256'
 MJ1256'THE 1972 DESCRIPTION IS ADEQUATE FOR RECOVERY WITH THE NEW
 MJ1256'DESCRIPTION FOR THE STATION MARK DESCRIBED BELOW--
 MJ1256'
 MJ1256'THE STATION MARKS ARE STANDARD DISKS STAMPED COUNCIL 1934 1974.
 MJ1256'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 MJ1256'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND, IT IS ABOUT
 MJ1256'2.5 FEET LOWER THAN THE TOP OF THE HILL AND ON THE FIRST SMALL
 MJ1256'SHELF WEST OF THE TOP OF THE HILL AND ON CUT BANK THROUGH THE
 MJ1256'HILL AND ON THE EAST RIGHT-OF-WAY OF A SURFACED ROAD.  THE
 MJ1256'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW
 MJ1256'THE GROUND.  A METAL WITNESS POST WAS SET 1 FOOT FROM THE
 MJ1256'STATION MARK.
 MJ1256'
 MJ1256'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHEAST PART
 MJ1256'OF COUNCIL BLUFFS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1403 ***********************************************************************
 MJ1403  CBN         -  This is a Cooperative Base Network Control Station.
 MJ1403  DESIGNATION -  COUNPORT
 MJ1403  PID         -  MJ1403
 MJ1403  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1403  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1403
 MJ1403                         *CURRENT SURVEY CONTROL
 MJ1403  ___________________________________________________________________
 MJ1403* NAD 83(1996)-  41 15 30.43552(N)    095 45 38.48709(W)     ADJUSTED  
 MJ1403* NAVD 88     -       380.1    (meters)    1247.     (feet)  GPS OBS   
 MJ1403  ___________________________________________________________________
 MJ1403  X           -    -481,992.191 (meters)                     COMP
 MJ1403  Y           -  -4,777,725.450 (meters)                     COMP
 MJ1403  Z           -   4,184,275.561 (meters)                     COMP
 MJ1403  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 MJ1403  ELLIP HEIGHT-         352.52  (meters)          (07/28/03) GPS OBS
 MJ1403  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 MJ1403
 MJ1403  HORZ ORDER  -  A
 MJ1403  ELLP ORDER  -  FOURTH    CLASS I
 MJ1403
 MJ1403.This mark is at Council Bluffs Municipal Airport (CBF)
 MJ1403
 MJ1403.The horizontal coordinates were established by GPS observations
 MJ1403.and adjusted by the National Geodetic Survey in July 2003..
 MJ1403
 MJ1403.The orthometric height was determined by GPS observations and a
 MJ1403.high-resolution geoid model.
 MJ1403
 MJ1403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1403
 MJ1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1403
 MJ1403.The ellipsoidal height was determined by GPS observations
 MJ1403.and is referenced to NAD 83.
 MJ1403
 MJ1403.The geoid height was determined by GEOID03.
 MJ1403
 MJ1403;                    North         East     Units Scale Factor Converg.
 MJ1403;SPC IA S     -   142,211.491   310,572.296   MT  0.99994887   -1 29 20.8
 MJ1403;UTM  15      - 4,571,124.553   268,719.171   MT  1.00025836   -1 49 16.9
 MJ1403
 MJ1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1403!SPC IA S     -   0.99994471  x   0.99994887  =   0.99989358
 MJ1403!UTM  15      -   0.99994471  x   1.00025836  =   1.00020305
 MJ1403
 MJ1403:                Primary Azimuth Mark                     Grid Az
 MJ1403:SPC IA S     -  COUNPORT AZ MK                           323 06 55.6
 MJ1403:UTM  15      -  COUNPORT AZ MK                           323 26 51.7
 MJ1403
 MJ1403|---------------------------------------------------------------------|
 MJ1403| PID    Reference Object                     Distance      Geod. Az  |
 MJ1403|                                                           dddmmss.s |
 MJ1403| MJ1411 COUNPORT AZ MK                      APPROX. 0.7 KM 3213734.8 |
 MJ1403|---------------------------------------------------------------------|
 MJ1403
 MJ1403                          SUPERSEDED SURVEY CONTROL
 MJ1403
 MJ1403  NAD 83(1996)-  41 15 30.43640(N)    095 45 38.48753(W) AD(       ) 1
 MJ1403  ELLIP H (05/06/99)  352.59   (m)                       GP(       ) 4 1
 MJ1403  NAD 83(1996)-  41 15 30.43660(N)    095 45 38.48756(W) AD(       ) 1
 MJ1403  NAD 83(1986)-  41 15 30.44438(N)    095 45 38.49045(W) AD(       ) 1
 MJ1403  NGVD 29 (07/09/90)  380.0    (m)         1247.     (f) GPS OBS        
 MJ1403
 MJ1403.Superseded values are not recommended for survey control.
 MJ1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1403.See file dsdata.txt to determine how the superseded data were derived.
 MJ1403
 MJ1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6871971125(NAD 83)
 MJ1403_MARKER: I = METAL ROD
 MJ1403_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1403_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1403_STAMPING: COUNPORT 1989
 MJ1403_MARK LOGO: NGS   
 MJ1403_PROJECTION: FLUSH
 MJ1403_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1403+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 MJ1403_ROD/PIPE-DEPTH: 20.2 meters
 MJ1403_SLEEVE-DEPTH  : 0.95 meters
 MJ1403
 MJ1403  HISTORY     - Date     Condition        Report By
 MJ1403  HISTORY     - 1989     MONUMENTED       NGS
 MJ1403  HISTORY     - 19890921 GOOD             NGS
 MJ1403  HISTORY     - 20030205 GOOD             NGS
 MJ1403
 MJ1403                          STATION DESCRIPTION
 MJ1403
 MJ1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1403'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) EAST OF COUNCIL BLUFFS,
 MJ1403'3.2 KM (2.00 MI) SOUTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 80
 MJ1403'AND US HIGHWAY 6, AT THE COUNCIL BLUFFS MUNICIPAL AIRPORT, IN THE
 MJ1403'MEDIAN SEPARATING THE RUNWAY AND TAXIWAY, NEAR A MIDFIELD CONNECTOR.
 MJ1403'OWNERSHIP--CITY OF COUNCIL BLUFFS, CITY HALL, COUNCIL BLUFFS, IA
 MJ1403'51501.  AIRPORT MANAGER IS JERRY CARRITT, TELEPHONE 712-323-2173.
 MJ1403'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND US
 MJ1403'HIGHWAY 6 (EXIT 8) ABOUT 6.5 KM (4.05 MI) NORTHEAST OF COUNCIL BLUFFS,
 MJ1403'GO EAST ON US HIGHWAY 6 FOR 1.24 KM (0.75 MI) TO A PAVED ROAD RIGHT,
 MJ1403'JUST PAST A RAILROAD OVERPASS.  TURN RIGHT AND GO SOUTHWEST FOR 2.20
 MJ1403'KM (1.35 MI) TO A T-ROAD.  TURN LEFT AND GO EASTERLY ON COUNTY ROAD G
 MJ1403'60 FOR 1.78 KM (1.10 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 MJ1403'SOUTH FOR 0.090 KM (0.55 MI) TO THE ROAD END AT A CROSS RAMP JUST
 MJ1403'PAST THE AIRPORT OFFICE ON THE LEFT.  TURN LEFT AND GO NORTHEAST ALONG
 MJ1403'THE RAMP AND TAXIWAY FOR 0.16 KM (0.10 MI) TO THE JUNCTION WITH A
 MJ1403'MIDFIELD CONNECTOR AND THE STATION ON THE LEFT.
 MJ1403'THE STATION IS 18.5 M (60.7 FT) NORTH-NORTHWEST OF THE MIDFIELD
 MJ1403'CONNECTOR CENTERLINE, 14.3 M (46.9 FT) NORTHEAST OF THE MAIN TAXIWAY
 MJ1403'CENTERLINE, 8.9 M (29.2 FT) WEST-SOUTHWEST OF THE NORTHWEST END OF AN
 MJ1403'ILLUMINATED SIGN 13-31, 7.0 M (23.0 FT) NORTH OF THE CURVE IN THE
 MJ1403'JUNCTION OF THE MAIN TAXIWAY AND THE MIDFIELD CONNECTOR AND 5.9 M
 MJ1403'(19.4 FT) NORTH OF A CARSONITE WITNESS POST.
 MJ1403'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 MJ1403'DESCRIBED BY R.D.BALL
 MJ1403
 MJ1403                          STATION RECOVERY (1989)
 MJ1403
 MJ1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ1403'RECOVERED IN GOOD CONDITION.
 MJ1403
 MJ1403                          STATION RECOVERY (2003)
 MJ1403
 MJ1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JW)
 MJ1403'RECOVERED AS DESCRIBED.
 MJ1403'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1411 ***********************************************************************
 MJ1411  CBN         -  This is a Cooperative Base Network Control Station.
 MJ1411  DESIGNATION -  COUNPORT AZ MK
 MJ1411  PID         -  MJ1411
 MJ1411  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1411  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1411
 MJ1411                         *CURRENT SURVEY CONTROL
 MJ1411  ___________________________________________________________________
 MJ1411* NAD 83(1996)-  41 15 47.38369(N)    095 45 56.27327(W)     ADJUSTED  
 MJ1411* NAVD 88     -       375.0    (meters)    1230.     (feet)  GPS OBS   
 MJ1411  ___________________________________________________________________
 MJ1411  X           -    -482,369.144 (meters)                     COMP
 MJ1411  Y           -  -4,777,336.963 (meters)                     COMP
 MJ1411  Z           -   4,184,665.244 (meters)                     COMP
 MJ1411  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 MJ1411  ELLIP HEIGHT-         347.41  (meters)          (07/28/03) GPS OBS
 MJ1411  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 MJ1411
 MJ1411  HORZ ORDER  -  A
 MJ1411  ELLP ORDER  -  FOURTH    CLASS I
 MJ1411
 MJ1411.This mark is at Council Bluffs Municipal Airport (CBF)
 MJ1411
 MJ1411.The horizontal coordinates were established by GPS observations
 MJ1411.and adjusted by the National Geodetic Survey in July 2003..
 MJ1411
 MJ1411.The orthometric height was determined by GPS observations and a
 MJ1411.high-resolution geoid model.
 MJ1411
 MJ1411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1411
 MJ1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1411
 MJ1411.The ellipsoidal height was determined by GPS observations
 MJ1411.and is referenced to NAD 83.
 MJ1411
 MJ1411.The geoid height was determined by GEOID03.
 MJ1411
 MJ1411;                    North         East     Units Scale Factor Converg.
 MJ1411;SPC IA S     -   142,744.904   310,172.022   MT  0.99994896   -1 29 32.5
 MJ1411;UTM  15      - 4,571,660.445   268,321.875   MT  1.00026063   -1 49 29.3
 MJ1411
 MJ1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1411!SPC IA S     -   0.99994551  x   0.99994896  =   0.99989447
 MJ1411!UTM  15      -   0.99994551  x   1.00026063  =   1.00020613
 MJ1411
 MJ1411:                Primary Azimuth Mark                     Grid Az
 MJ1411:SPC IA S     -  COUNPORT                                 143 06 55.5
 MJ1411:UTM  15      -  COUNPORT                                 143 26 52.3
 MJ1411
 MJ1411|---------------------------------------------------------------------|
 MJ1411| PID    Reference Object                     Distance      Geod. Az  |
 MJ1411|                                                           dddmmss.s |
 MJ1411| MJ1403 COUNPORT                            APPROX. 0.7 KM 1413723.0 |
 MJ1411|---------------------------------------------------------------------|
 MJ1411
 MJ1411                          SUPERSEDED SURVEY CONTROL
 MJ1411
 MJ1411  NAD 83(1996)-  41 15 47.38491(N)    095 45 56.27300(W) AD(       ) 3
 MJ1411  ELLIP H (05/06/99)  347.49   (m)                       GP(       ) 4 1
 MJ1411  NAD 83(1996)-  41 15 47.38521(N)    095 45 56.27273(W) AD(       ) 3
 MJ1411  NAD 83(1986)-  41 15 47.39281(N)    095 45 56.27504(W) AD(       ) 3
 MJ1411  NGVD 29 (07/09/90)  374.9    (m)         1230.     (f) GPS OBS        
 MJ1411
 MJ1411.Superseded values are not recommended for survey control.
 MJ1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1411.See file dsdata.txt to determine how the superseded data were derived.
 MJ1411
 MJ1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6832271660(NAD 83)
 MJ1411_MARKER: I = METAL ROD
 MJ1411_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1411_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1411_STAMPING: COUNPORT AZ MK 1989
 MJ1411_MARK LOGO: NGS   
 MJ1411_PROJECTION: FLUSH
 MJ1411_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1411+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 MJ1411_ROD/PIPE-DEPTH: 21.7 meters
 MJ1411_SLEEVE-DEPTH  : 0.95 meters
 MJ1411
 MJ1411  HISTORY     - Date     Condition        Report By
 MJ1411  HISTORY     - 1989     MONUMENTED       NGS
 MJ1411  HISTORY     - 19890921 GOOD             NGS
 MJ1411  HISTORY     - 20030205 GOOD             NGS
 MJ1411
 MJ1411                          STATION DESCRIPTION
 MJ1411
 MJ1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1411'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) EAST OF COUNCIL BLUFFS,
 MJ1411'3.2 KM (2.00 MI) SOUTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 80
 MJ1411'AND US HIGHWAY 6, AT THE COUNCIL BLUFFS MUNICIPAL AIRPORT, IN A MEDIAN
 MJ1411'SEPARATING THE RUNWAY AND TAXIWAY, NEAR RUNWAY END 13.
 MJ1411'OWNERSHIP--CITY OF COUNCIL BLUFFS, CITY HALL, COUNCIL BLUFFS, IA
 MJ1411'51501.  AIRPORT MANAGER IS JERRY CARRITT, TELEPHONE 712-323-2173.
 MJ1411'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND US
 MJ1411'HIGHWAY 6 (EXIT 8) ABOUT 6.5 KM (4.05 MI) NORTHEAST OF COUNCIL BLUFFS,
 MJ1411'GO EAST ON US HIGHWAY 6 FOR 1.24 KM (0.75 MI) TO A PAVED ROAD RIGHT
 MJ1411'JUST PAST A RAILROAD OVERPASS.  TURN RIGHT AND GO SOUTHWEST FOR 2.20
 MJ1411'KM (1.35 MI) TO A T-ROAD.  TURN LEFT AND GO EASTERLY ON COUNTY ROAD G
 MJ1411'60 FOR 1.78 KM (1.10 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 MJ1411'SOUTH FOR 0.90 KM (0.55 MI) TO THE ROAD END AT A CROSS RAMP JUST
 MJ1411'PAST THE AIRPORT OFFICE ON THE LEFT.  TURN LEFT AND GO NORTHEAST ALONG
 MJ1411'THE RAMP AND TAXIWAY FOR 0.16 KM (0.10 MI) TO THE JUNCTION WITH A
 MJ1411'MIDFIELD CONNECTOR.  TURN LEFT AND GO NORTHWEST ALONG THE MAIN TAXIWAY
 MJ1411'FOR 0.67 KM (0.40 MI) TO THE STATION ON THE RIGHT ADJACENT WITH THE
 MJ1411'HOLDING BARS OF THE TAXIWAY.
 MJ1411'THE STATION IS 25.6 M (84.0 FT) SOUTH OF THE RIEL FOR RUNWAY END 13,
 MJ1411'18.5 M (60.7 FT) NORTHEAST OF THE CURVED TAXIWAY CENTERLINE, 11.2 M
 MJ1411'(36.7 FT) NORTH-NORTHEAST OF A SMALL CONCRETE HEADWALL, 9.6 M
 MJ1411'(31.5 FT) SOUTHEAST OF THE TAXIWAY CENTERLINE AT THE HOLDING BARS, 9.1
 MJ1411'M (29.9 FT) NORTHWEST OF THE NORTHWEST POST OF A WARNING SIGN.
 MJ1411'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 MJ1411'DESCRIBED BY R.D.BALL.
 MJ1411
 MJ1411                          STATION RECOVERY (1989)
 MJ1411
 MJ1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ1411'RECOVERED IN GOOD CONDITION.
 MJ1411
 MJ1411                          STATION RECOVERY (2003)
 MJ1411
 MJ1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JP)
 MJ1411'THE STRUCTURE SURROUNDING THE ROD--PVC PIPE, CONCRETE COLLAR AND LOGO
 MJ1411'CAP--WAS
 MJ1411'DESTROYED BY CONSTRUCTION. THE ROD WAS FOUND BY DILIGENT SEARCHING. IT
 MJ1411'IS NOW ENCASED
 MJ1411'IN A 4 INCH PVC PIPE WITH A CAP.
 MJ1411' 
 MJ1411'THE MARK IS 25.6 M SOUTH OF A RUNWAY END INDICATOR LIGHT (REIL), 15.6
 MJ1411'M NORTH OF A STORM
 MJ1411'DRAIN,  10.3 M SE OF THE TAXIWAY CENTERLINE, 8.7 M NE OF THE 4TH
 MJ1411'TAXIIWAY LIGHT FROM THE
 MJ1411'RUNWAY, AND 7.5 M SW OF THE 3RD TAXIWAY LIGHT FROM THE RUNWAY.
 MJ1411'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0732 ***********************************************************************
 NJ0732  DESIGNATION -  COX
 NJ0732  PID         -  NJ0732
 NJ0732  STATE/COUNTY-  IA/CLAYTON
 NJ0732  USGS QUAD   -  EDGEWOOD (1964)
 NJ0732
 NJ0732                         *CURRENT SURVEY CONTROL
 NJ0732  ___________________________________________________________________
 NJ0732* NAD 83(1996)-  42 44 20.55499(N)    091 28 39.78763(W)     ADJUSTED  
 NJ0732* NAVD 88     -       361.56   (+/-2cm)    1186.2    (feet)  VERTCON   
 NJ0732  ___________________________________________________________________
 NJ0732  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 NJ0732  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 NJ0732
 NJ0732  HORZ ORDER  -  THIRD
 NJ0732  VERT ORDER  -  THIRD ? (See Below)
 NJ0732
 NJ0732.The horizontal coordinates were established by classical geodetic methods
 NJ0732.and adjusted by the National Geodetic Survey in May 1999..
 NJ0732
 NJ0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0732.The vertical order pertains to the NGVD 29 superseded value.
 NJ0732
 NJ0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0732
 NJ0732.The geoid height was determined by GEOID03.
 NJ0732
 NJ0732;                    North         East     Units Scale Factor Converg.
 NJ0732;SPC IA N     - 1,139,609.271 1,665,570.176   MT  0.99994614   +1 22 14.1
 NJ0732;UTM  15      - 4,732,960.149   624,603.612   MT  0.99979101   +1 01 59.7
 NJ0732
 NJ0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0732!SPC IA N     -   0.99994813  x   0.99994614  =   0.99989427
 NJ0732!UTM  15      -   0.99994813  x   0.99979101  =   0.99973915
 NJ0732
 NJ0732|---------------------------------------------------------------------|
 NJ0732| PID    Reference Object                     Distance      Geod. Az  |
 NJ0732|                                                           dddmmss.s |
 NJ0732| CI6157 COX RM 1                              7.583 METERS 09632     |
 NJ0732| NJ0801 ST SEBALDS EVAN LUTH CH SPIRE       APPROX. 5.6 KM 2693234.5 |
 NJ0732| CI6158 COX RM 2                              7.093 METERS 32857     |
 NJ0732| CI6156 COX AZ MK                                          3321318.9 |
 NJ0732|---------------------------------------------------------------------|
 NJ0732
 NJ0732                          SUPERSEDED SURVEY CONTROL
 NJ0732
 NJ0732  NAD 83(1996)-  42 44 20.55494(N)    091 28 39.78737(W) AD(       ) 3
 NJ0732  NAD 83(1986)-  42 44 20.54464(N)    091 28 39.78526(W) AD(       ) 3
 NJ0732  NAD 27      -  42 44 20.60020(N)    091 28 39.27230(W) AD(       ) 3
 NJ0732  NGVD 29 (07/19/86)  361.60   (m)         1186.3    (f) LEVELING    3  
 NJ0732
 NJ0732.Superseded values are not recommended for survey control.
 NJ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0732.See file dsdata.txt to determine how the superseded data were derived.
 NJ0732
 NJ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2460432960(NAD 83)
 NJ0732_MARKER: DS = TRIANGULATION STATION DISK
 NJ0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0732
 NJ0732  HISTORY     - Date     Condition        Report By
 NJ0732  HISTORY     - 1961     MONUMENTED       CGS
 NJ0732
 NJ0732                          STATION DESCRIPTION
 NJ0732
 NJ0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0732'THE STATION IS ABOUT 9 MILES SOUTH, SOUTHWEST OF ELKADER,
 NJ0732'4-1/2 MILES NORTHEAST OF STRAWBERRY POINT, 5 MILES SOUTHEAST
 NJ0732'OF VOLGA, IN THE CENTER OF SECTION 31, T 92 N, R 5 W. AND
 NJ0732'ON THE PROPERTY OF MR. BRYAN FARMER.  IT IS 5 FEET NORTH
 NJ0732'OF A WITNESS POST, 5 FEET NORTHEAST OF A FENCE CORNER, 7 FEET
 NJ0732'NORTHWEST OF A POWER POLE, 21 FEET NORTH OF THE CENTERLINE OF A
 NJ0732'GRAVELED ROAD, 47 FEET EAST OF THE CENTERLINE OF A GRAVELED
 NJ0732'ROAD AND 48 FEET NORTHEAST OF A T-ROAD INTERSECTION.  THE
 NJ0732'MONUMENT IS FLUSH AND THE DISK IS STAMPED COX 1961.
 NJ0732'
 NJ0732'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13
 NJ0732'AND 56 IN ELKADER, GO SOUTHERLY ON HIGHWAY 13 FOR 7.5 MILES
 NJ0732'TO THE JUNCTION WITH STATE HIGHWAY 112.  CONTINUE SOUTHWESTERLY
 NJ0732'ON HIGHWAY 13 FOR 2.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 NJ0732'AND GO EAST ON A GRAVELED ROAD FOR 0.7 MILE TO THE AZIMUTH
 NJ0732'MARK ON THE RIGHT ON THE ROAD RIGHT-OF-WAY.  CONTINUE SOUTHEAST
 NJ0732'ON THE GRAVELED ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT AND THE
 NJ0732'STATION ON THE LEFT.
 NJ0732'
 NJ0732'REFERENCE MARK 1 IS 1 FOOT NORTH OF A WIRE FENCE, 15 FEET NORTH
 NJ0732'OF THE CENTERLINE OF A GRAVELED ROAD, 18 FEET EAST OF A POWER
 NJ0732'POLE AND 24 FEET EAST OF THE WITNESS POST.  THE MONUMENT
 NJ0732'IS FLUSH AND THE DISK IS STAMPED COX NO 1 1961.
 NJ0732'
 NJ0732'REFERENCE MARK 2 IS 1 FOOT EAST OF A WIRE FENCE, 28 FEET
 NJ0732'NORTHWEST OF THE WITNESS POST, 30 FEET NORTHWEST OF A POWER
 NJ0732'POLE AND 42 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD.
 NJ0732'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED COX NO 2 1961.
 NJ0732'
 NJ0732'THE AZIMUTH MARK IS 1 FOOT NORTHEAST OF A WIRE FENCE, 2 FEET
 NJ0732'SOUTHEAST OF A WITNESS POST, 13 FEET SOUTHEAST OF THE CENTERLINE
 NJ0732'OF A FIELD ENTRANCE ROAD AND 40 FEET SOUTHWEST OF THE CENTERLINE
 NJ0732'OF A GRAVELED ROAD.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 NJ0732'IS STAMPED COX 1961.
 NJ0732'
 NJ0732'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0248 ***********************************************************************
 OO0248  DESIGNATION -  CRESCO
 OO0248  PID         -  OO0248
 OO0248  STATE/COUNTY-  IA/HOWARD
 OO0248  USGS QUAD   -  CRESCO SE (1981)
 OO0248
 OO0248                         *CURRENT SURVEY CONTROL
 OO0248  ___________________________________________________________________
 OO0248* NAD 83(1986)-  43 22 25.     (N)    092 06 59.     (W)     SCALED    
 OO0248* NAVD 88     -       395.555  (meters)    1297.75   (feet)  ADJUSTED  
 OO0248  ___________________________________________________________________
 OO0248  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 OO0248  DYNAMIC HT  -         395.454 (meters)    1297.42  (feet)  COMP
 OO0248  MODELED GRAV-     980,353.4   (mgal)                       NAVD 88
 OO0248
 OO0248  VERT ORDER  -  SECOND    CLASS 0
 OO0248
 OO0248.The horizontal coordinates were scaled from a topographic map and have
 OO0248.an estimated accuracy of +/- 6 seconds.
 OO0248
 OO0248.The orthometric height was determined by differential leveling
 OO0248.and adjusted by the National Geodetic Survey in June 1991..
 OO0248
 OO0248.The geoid height was determined by GEOID03.
 OO0248
 OO0248.The dynamic height is computed by dividing the NAVD 88
 OO0248.geopotential number by the normal gravity value computed on the
 OO0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0248.degrees latitude (g = 980.6199 gals.).
 OO0248
 OO0248.The modeled gravity was interpolated from observed gravity values.
 OO0248
 OO0248;                    North         East    Units  Estimated Accuracy
 OO0248;SPC IA N     - 1,209,040.    1,612,130.      MT  (+/- 180 meters Scaled)
 OO0248
 OO0248                          SUPERSEDED SURVEY CONTROL
 OO0248
 OO0248  NGVD 29 (??/??/92)  395.549  (m)         1297.73   (f) ADJ UNCH    2 0
 OO0248
 OO0248.Superseded values are not recommended for survey control.
 OO0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0248.See file dsdata.txt to determine how the superseded data were derived.
 OO0248
 OO0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ715026(NAD 83)
 OO0248_MARKER: DB = BENCH MARK DISK
 OO0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0248_STAMPING: CRESCO 1934
 OO0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0248+STABILITY: SURFACE MOTION
 OO0248
 OO0248  HISTORY     - Date     Condition        Report By
 OO0248  HISTORY     - 1934     MONUMENTED       CGS
 OO0248  HISTORY     - 1974     GOOD             NGS
 OO0248
 OO0248                          STATION DESCRIPTION
 OO0248
 OO0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0248'IN CRESCO.
 OO0248'AT CRESCO, HOWARD COUNTY, AT THE COURTHOUSE, IN THE NORTHWEST QUADRANT
 OO0248'OF THE YARD, 91.6 FEET WEST OF THE NORTHWEST CORNER OF THE COURTHOUSE,
 OO0248'74 FEET SOUTH OF THE CENTERLINE OF NORTH PARK STREET, 69 FEET EAST OF
 OO0248'THE CENTERLINE OF ELM STREET, AND 30.6 FEET NORTH OF THE NORTH EDGE OF
 OO0248'THE EAST-AND-WEST CONCRETE WALK LEADING TO THE COURTHOUSE. A STANDARD
 OO0248'DISK, STAMPED CRESCO 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0248'PROJECTING 6 INCHES ABOVE GROUND.
 OO0248
 OO0248                          STATION RECOVERY (1974)
 OO0248
 OO0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OO0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0901 ***********************************************************************
 OO0901  DESIGNATION -  CRESCO FARMERS CREAMERY CO STK
 OO0901  PID         -  OO0901
 OO0901  STATE/COUNTY-  IA/HOWARD
 OO0901  USGS QUAD   -  CRESCO SE (1981)
 OO0901
 OO0901                         *CURRENT SURVEY CONTROL
 OO0901  ___________________________________________________________________
 OO0901* NAD 83(1996)-  43 22 20.08746(N)    092 07 17.88522(W)     ADJUSTED  
 OO0901* NAVD 88     -                                                        
 OO0901  ___________________________________________________________________
 OO0901  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 OO0901  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 OO0901
 OO0901  HORZ ORDER  -  THIRD
 OO0901
 OO0901.The horizontal coordinates were established by classical geodetic methods
 OO0901.and adjusted by the National Geodetic Survey in May 1999..
 OO0901
 OO0901
 OO0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0901
 OO0901.The geoid height was determined by GEOID03.
 OO0901
 OO0901;                    North         East     Units Scale Factor Converg.
 OO0901;SPC IA N     - 1,208,882.674 1,611,709.762   MT  1.00002100   +0 56 03.0
 OO0901;UTM  15      - 4,802,528.089   571,160.554   MT  0.99966229   +0 36 11.6
 OO0901
 OO0901                          SUPERSEDED SURVEY CONTROL
 OO0901
 OO0901  NAD 83(1996)-  43 22 20.08745(N)    092 07 17.88522(W) AD(       ) 4
 OO0901  NAD 83(1986)-  43 22 20.08069(N)    092 07 17.88375(W) AD(       ) 4
 OO0901  NAD 27      -  43 22 20.19900(N)    092 07 17.28000(W) AD(       ) 3
 OO0901
 OO0901.Superseded values are not recommended for survey control.
 OO0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0901.See file dsdata.txt to determine how the superseded data were derived.
 OO0901
 OO0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7116102528(NAD 83)
 OO0901_MARKER: 63 = STACK
 OO0901
 OO0901  HISTORY     - Date     Condition        Report By
 OO0901  HISTORY     - 1934     FIRST OBSERVED   CGS
 OO0901
 OO0901                          STATION DESCRIPTION
 OO0901
 OO0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0901'STATION IS THE CENTER OF THE SQUARE RED BRICK STACK AT THE
 OO0901'FARMERS CREAMERY COMPANY.  THE STACK HAS A SLIGHT CORBEL AT
 OO0901'THE TOP.  IT RISES FROM THE TOP OF THE N CORNER OF THE STUCCO
 OO0901'BUILDING OF THE CREAMERY.  IT IS ABOUT 60 FEET HIGH AND IS NOT
 OO0901'VERY PROMINENT.
 OO0901'
 OO0901'THE CREAMERY IS AT THE NE CORNER OF 4TH STREET SW AND SHORT
 OO0901'AVENUE, 1 BLOCK N OF STATE HIGHWAY 9 AND ABOUT 150 FEET S OF THE
 OO0901'CHICAGO, MIKWAUKEE, ST. PAUL AND PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0900 ***********************************************************************
 OO0900  DESIGNATION -  CRESCO HIGH SCHOOL CUPOLA
 OO0900  PID         -  OO0900
 OO0900  STATE/COUNTY-  IA/HOWARD
 OO0900  USGS QUAD   -  CRESCO SE (1981)
 OO0900
 OO0900                         *CURRENT SURVEY CONTROL
 OO0900  ___________________________________________________________________
 OO0900* NAD 83(1996)-  43 22 29.32175(N)    092 06 41.49773(W)     ADJUSTED  
 OO0900* NAVD 88     -                                                        
 OO0900  ___________________________________________________________________
 OO0900  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 OO0900  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 OO0900
 OO0900  HORZ ORDER  -  THIRD
 OO0900
 OO0900.The horizontal coordinates were established by classical geodetic methods
 OO0900.and adjusted by the National Geodetic Survey in May 1999..
 OO0900
 OO0900
 OO0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0900
 OO0900.The geoid height was determined by GEOID03.
 OO0900
 OO0900;                    North         East     Units Scale Factor Converg.
 OO0900;SPC IA N     - 1,209,181.027 1,612,524.183   MT  1.00002155   +0 56 27.7
 OO0900;UTM  15      - 4,802,821.629   571,976.392   MT  0.99966373   +0 36 36.7
 OO0900
 OO0900                          SUPERSEDED SURVEY CONTROL
 OO0900
 OO0900  NAD 83(1996)-  43 22 29.32174(N)    092 06 41.49772(W) AD(       ) 4
 OO0900  NAD 83(1986)-  43 22 29.31477(N)    092 06 41.49654(W) AD(       ) 4
 OO0900  NAD 27      -  43 22 29.43500(N)    092 06 40.89200(W) AD(       ) 3
 OO0900
 OO0900.Superseded values are not recommended for survey control.
 OO0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0900.See file dsdata.txt to determine how the superseded data were derived.
 OO0900
 OO0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7197602822(NAD 83)
 OO0900_MARKER: 86 = CUPOLA
 OO0900
 OO0900  HISTORY     - Date     Condition        Report By
 OO0900  HISTORY     - 1934     FIRST OBSERVED   CGS
 OO0900  HISTORY     - 1961     GOOD             CGS
 OO0900
 OO0900                          STATION DESCRIPTION
 OO0900
 OO0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0900'STATION IS THE FLAGPOLE ON GRAY CUPOLA WHICH SURMOUNTS THE MAIN
 OO0900'BUILDING OF THE HIGH SCHOOL IN CRESCO.  THE CUPOLA RISES ABOUT
 OO0900'20 FEET IN CENTER OF ROOF TO BUILDING.  IT WAS ERECTED IN 1905.
 OO0900'THE SCHOOLHOUSE FACES THIRD AVENUE ON THE S. THIRD STREET IS ON
 OO0900'THE W, AND FOURTH STREET ON THE E.
 OO0900
 OO0900                          STATION RECOVERY (1961)
 OO0900
 OO0900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 OO0900'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0898 ***********************************************************************
 OO0898  DESIGNATION -  CRESCO HOWARD CO CTHSE STEEPLE
 OO0898  PID         -  OO0898
 OO0898  STATE/COUNTY-  IA/HOWARD
 OO0898  USGS QUAD   -  CRESCO SE (1981)
 OO0898
 OO0898                         *CURRENT SURVEY CONTROL
 OO0898  ___________________________________________________________________
 OO0898* NAD 83(1996)-  43 22 24.48836(N)    092 06 56.28804(W)     ADJUSTED  
 OO0898* NAVD 88     -                                                        
 OO0898  ___________________________________________________________________
 OO0898  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 OO0898  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 OO0898
 OO0898  HORZ ORDER  -  THIRD
 OO0898
 OO0898.The horizontal coordinates were established by classical geodetic methods
 OO0898.and adjusted by the National Geodetic Survey in May 1999..
 OO0898
 OO0898
 OO0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0898
 OO0898.The geoid height was determined by GEOID03.
 OO0898
 OO0898;                    North         East     Units Scale Factor Converg.
 OO0898;SPC IA N     - 1,209,026.420 1,612,193.702   MT  1.00002126   +0 56 17.7
 OO0898;UTM  15      - 4,802,668.987   571,645.142   MT  0.99966314   +0 36 26.5
 OO0898
 OO0898                          SUPERSEDED SURVEY CONTROL
 OO0898
 OO0898  NAD 83(1996)-  43 22 24.48835(N)    092 06 56.28803(W) AD(       ) 4
 OO0898  NAD 83(1986)-  43 22 24.48154(N)    092 06 56.28680(W) AD(       ) 4
 OO0898  NAD 27      -  43 22 24.60100(N)    092 06 55.68300(W) AD(       ) 3
 OO0898
 OO0898.Superseded values are not recommended for survey control.
 OO0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0898.See file dsdata.txt to determine how the superseded data were derived.
 OO0898
 OO0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7164502669(NAD 83)
 OO0898
 OO0898  HISTORY     - Date     Condition        Report By
 OO0898  HISTORY     - 1934     FIRST OBSERVED   CGS
 OO0898  HISTORY     - 1961     GOOD             CGS
 OO0898
 OO0898                          STATION DESCRIPTION
 OO0898
 OO0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0898'STATION IS THE TIP OF WHITE STEEPLE WHICH SURMOUNTS THE RED
 OO0898'AND YELLOW BRICK COURTHOUSE IN CRESCO.  THE STEEPLE HAS A SHINGLE
 OO0898'ROOF AND A WEATHER VANE ON TOP.  IT RISES ABOUT 30 FEET ABOVE
 OO0898'THE COURTHOUSE ROOF, IN THE CENTER.  THE COURTHOUSE WAS ERECTED
 OO0898'IN ABOUT 1880, HOWEVER, THE STEEPLE IS RATHER NEW.  THE BUILDING
 OO0898'IS IN SQUARE WITH NORTH PARK PLACE, ON N SIDE, SOUTH PARK PLACE
 OO0898'ON S SIDE, ELM STREET ON W SIDE, AND SECOND STREET ON E SIDE.
 OO0898
 OO0898                          STATION RECOVERY (1961)
 OO0898
 OO0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 OO0898'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0905 ***********************************************************************
 OO0905  DESIGNATION -  CRESCO INTERSTATE POWER CO STK
 OO0905  PID         -  OO0905
 OO0905  STATE/COUNTY-  IA/HOWARD
 OO0905  USGS QUAD   -  CRESCO SE (1981)
 OO0905
 OO0905                         *CURRENT SURVEY CONTROL
 OO0905  ___________________________________________________________________
 OO0905* NAD 83(1996)-  43 22 21.60486(N)    092 07 05.29132(W)     ADJUSTED  
 OO0905* NAVD 88     -                                                        
 OO0905  ___________________________________________________________________
 OO0905  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 OO0905  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 OO0905
 OO0905  HORZ ORDER  -  THIRD
 OO0905
 OO0905.The horizontal coordinates were established by classical geodetic methods
 OO0905.and adjusted by the National Geodetic Survey in May 1999..
 OO0905
 OO0905
 OO0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0905
 OO0905.The geoid height was determined by GEOID03.
 OO0905
 OO0905;                    North         East     Units Scale Factor Converg.
 OO0905;SPC IA N     - 1,208,934.126 1,611,992.492   MT  1.00002109   +0 56 11.6
 OO0905;UTM  15      - 4,802,577.889   571,443.475   MT  0.99966279   +0 36 20.3
 OO0905
 OO0905                          SUPERSEDED SURVEY CONTROL
 OO0905
 OO0905  NAD 83(1996)-  43 22 21.60485(N)    092 07 05.29131(W) AD(       ) 4
 OO0905  NAD 83(1986)-  43 22 21.59806(N)    092 07 05.29000(W) AD(       ) 4
 OO0905  NAD 27      -  43 22 21.71800(N)    092 07 04.68500(W) AD(       ) 3
 OO0905
 OO0905.Superseded values are not recommended for survey control.
 OO0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0905.See file dsdata.txt to determine how the superseded data were derived.
 OO0905
 OO0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7144302578(NAD 83)
 OO0905_MARKER: 63 = STACK
 OO0905
 OO0905  HISTORY     - Date     Condition        Report By
 OO0905  HISTORY     - 1934     FIRST OBSERVED   CGS
 OO0905
 OO0905                          STATION DESCRIPTION
 OO0905
 OO0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0905'STATION IS THE CENTER OF THE RED BRICK STACK AT THE POWER PLANT
 OO0905'OF THE INTERSTATE POWER COMPANY.  THE STACK HAS A CONCRETE RING
 OO0905'AROUND THE TOP.  IT RISES OUT OF THE BRICK BUILDING AT THE NE
 OO0905'CORNER OF SECOND STREET, W, AND FIRST AVENUE, SW.  THE STACK
 OO0905'APPEARS VERY SHORT AND BLUNT.  IT IS ABOUT 65 FEET HIGH AND IS
 OO0905'NOT VERY PROMINENT.  FIRST AVENUE, SW PARALLELS THE CHICAGO,
 OO0905'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD ON THE N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0902 ***********************************************************************
 OO0902  DESIGNATION -  CRESCO MUNICIPAL TANK
 OO0902  PID         -  OO0902
 OO0902  STATE/COUNTY-  IA/HOWARD
 OO0902  USGS QUAD   -  CRESCO SE (1981)
 OO0902
 OO0902                         *CURRENT SURVEY CONTROL
 OO0902  ___________________________________________________________________
 OO0902* NAD 83(1996)-  43 22 17.71707(N)    092 07 11.90221(W)     ADJUSTED  
 OO0902* NAVD 88     -                                                        
 OO0902  ___________________________________________________________________
 OO0902  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 OO0902  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 OO0902
 OO0902  HORZ ORDER  -  THIRD
 OO0902
 OO0902.The horizontal coordinates were established by classical geodetic methods
 OO0902.and adjusted by the National Geodetic Survey in May 1999..
 OO0902
 OO0902
 OO0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0902
 OO0902.The geoid height was determined by GEOID03.
 OO0902
 OO0902;                    North         East     Units Scale Factor Converg.
 OO0902;SPC IA N     - 1,208,811.727 1,611,845.637   MT  1.00002086   +0 56 07.1
 OO0902;UTM  15      - 4,802,456.384   571,295.968   MT  0.99966253   +0 36 15.7
 OO0902
 OO0902                          SUPERSEDED SURVEY CONTROL
 OO0902
 OO0902  NAD 83(1996)-  43 22 17.71705(N)    092 07 11.90221(W) AD(       ) 4
 OO0902  NAD 83(1986)-  43 22 17.71038(N)    092 07 11.90084(W) AD(       ) 4
 OO0902  NAD 83(1986)-  43 22 17.71070(N)    092 07 11.90088(W) AD(       ) 4
 OO0902  NAD 27      -  43 22 17.82900(N)    092 07 11.29700(W) AD(       ) 3
 OO0902
 OO0902.Superseded values are not recommended for survey control.
 OO0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0902.See file dsdata.txt to determine how the superseded data were derived.
 OO0902
 OO0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7129602456(NAD 83)
 OO0902_MARKER: 53 = ELEVATED TANK
 OO0902
 OO0902  HISTORY     - Date     Condition        Report By
 OO0902  HISTORY     - 1934     FIRST OBSERVED   CGS
 OO0902  HISTORY     - 1961     GOOD             CGS
 OO0902  HISTORY     - 1971     GOOD             NGS
 OO0902  HISTORY     - 1984     GOOD             MNDT
 OO0902
 OO0902                          STATION DESCRIPTION
 OO0902
 OO0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0902'STATION IS THE CENTER OF THE CRESCO MUNICIPAL WATER TANK.  IT IS
 OO0902'A LARGE, TALL, STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP AND
 OO0902'HAS A FINIAL ABOUT 5 FEET HIGH ON TOP.  THE SIDES AND BOTTOM
 OO0902'OF THE TANK ARE SILVER AND THE TOP RED.  THERE IS A 5-FOOT
 OO0902'DIAMETER SILVER STEEL HOUSING AROUND THE FEED PIPE.  THE TANK
 OO0902'IS ABOUT 140 FEET HIGH.  IT IS ABOUT THE HIGHEST NATURAL OBJECT
 OO0902'IN TOWN AND IS VERY PROMINENT.  IT WAS ERECTED IN 1914.
 OO0902'
 OO0902'THE TANK IS AT THE CITY WATER PLANT AT THE NE CORNER OF 3RD
 OO0902'STREET W AND 2ND AVENUE SW, ABOUT MIDWAY BETWEEN 2ND AVENUE
 OO0902'SW AND SHORT AVENUE, ABOUT 40 FEET E OF THE CENTER LINE OF 3RD
 OO0902'STREET W, AND ABOUT ONE BLOCK S OF THE CHICAGO, MILWAUKEE, ST.
 OO0902'PAUL AND PACIFIC RAILROAD, 2ND AVENUE SW IS STATE HIGHWAY 9.
 OO0902
 OO0902                          STATION RECOVERY (1961)
 OO0902
 OO0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 OO0902'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.
 OO0902
 OO0902                          STATION RECOVERY (1971)
 OO0902
 OO0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0902'CRESCO MUNICIPAL TANK WAS RECOVERED AS DESCRIBED.
 OO0902
 OO0902                          STATION RECOVERY (1984)
 OO0902
 OO0902'RECOVERY NOTE BY MN DEPT OF TRANSP 1984 (DKH)
 OO0902'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1934.
 OO0902'
 OO0902'THE WATER TANK WAS OBSERVED FROM STATION MICK MNDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0897 ***********************************************************************
 OO0897  DESIGNATION -  CRESCO RAD STA KAB 264 MAST
 OO0897  PID         -  OO0897
 OO0897  STATE/COUNTY-  IA/HOWARD
 OO0897  USGS QUAD   -  CRESCO SE (1981)
 OO0897
 OO0897                         *CURRENT SURVEY CONTROL
 OO0897  ___________________________________________________________________
 OO0897* NAD 83(1996)-  43 22 24.48878(N)    092 06 56.40060(W)     ADJUSTED  
 OO0897* NAVD 88     -                                                        
 OO0897  ___________________________________________________________________
 OO0897  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 OO0897  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 OO0897
 OO0897  HORZ ORDER  -  THIRD
 OO0897
 OO0897.The horizontal coordinates were established by classical geodetic methods
 OO0897.and adjusted by the National Geodetic Survey in May 1999..
 OO0897
 OO0897
 OO0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0897
 OO0897.The geoid height was determined by GEOID03.
 OO0897
 OO0897;                    North         East     Units Scale Factor Converg.
 OO0897;SPC IA N     - 1,209,026.391 1,612,191.168   MT  1.00002126   +0 56 17.6
 OO0897;UTM  15      - 4,802,668.973   571,642.609   MT  0.99966314   +0 36 26.4
 OO0897
 OO0897                          SUPERSEDED SURVEY CONTROL
 OO0897
 OO0897  NAD 83(1996)-  43 22 24.48877(N)    092 06 56.40059(W) AD(       ) 4
 OO0897  NAD 83(1986)-  43 22 24.48169(N)    092 06 56.39951(W) AD(       ) 4
 OO0897  NAD 27      -  43 22 24.60200(N)    092 06 55.80100(W) AD(       ) 3
 OO0897
 OO0897.Superseded values are not recommended for survey control.
 OO0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0897.See file dsdata.txt to determine how the superseded data were derived.
 OO0897
 OO0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7164302669(NAD 83)
 OO0897_MARKER: 42 = RADIO/TV MAST
 OO0897
 OO0897  HISTORY     - Date     Condition        Report By
 OO0897  HISTORY     - 1961     FIRST OBSERVED   CGS
 OO0897
 OO0897                          STATION DESCRIPTION
 OO0897
 OO0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 OO0897'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  THE MAST
 OO0897'IS A 3 LEGGED UNPAINTED STEEL STRUCTURE MOUNTED ON THE WEST
 OO0897'SIDE OF THE HOWARD COUNTY COURTHOUSE BELL TOWER.  THE OVERALL
 OO0897'HEIGHT OF THE MAST AND BUILDING IS 160 FEET.
 OO0897'
 OO0897'IT IS LOCATED IN THE CENTER OF CRESCO AND IS OPERATED AND
 OO0897'OWNED BY THE HOWARD COUNTY SHERIFFS DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0895 ***********************************************************************
 OO0895  DESIGNATION -  CRESCO RESET
 OO0895  PID         -  OO0895
 OO0895  STATE/COUNTY-  IA/HOWARD
 OO0895  USGS QUAD   -  CRESCO NE (1981)
 OO0895
 OO0895                         *CURRENT SURVEY CONTROL
 OO0895  ___________________________________________________________________
 OO0895* NAD 83(1996)-  43 22 53.68080(N)    092 07 10.29782(W)     ADJUSTED  
 OO0895* NAVD 88     -       398.70   (+/-2cm)    1308.1    (feet)  VERTCON   
 OO0895  ___________________________________________________________________
 OO0895  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 OO0895  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 OO0895
 OO0895  HORZ ORDER  -  FIRST
 OO0895  VERT ORDER  -  THIRD ? (See Below)
 OO0895
 OO0895.The horizontal coordinates were established by classical geodetic methods
 OO0895.and adjusted by the National Geodetic Survey in May 1999..
 OO0895
 OO0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0895.The vertical order pertains to the NGVD 29 superseded value.
 OO0895
 OO0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0895
 OO0895.The geoid height was determined by GEOID03.
 OO0895
 OO0895;                    North         East     Units Scale Factor Converg.
 OO0895;SPC IA N     - 1,209,922.074 1,611,863.630   MT  1.00002302   +0 56 08.2
 OO0895;UTM  15      - 4,803,566.210   571,320.364   MT  0.99966257   +0 36 17.2
 OO0895
 OO0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0895!SPC IA N     -   0.99994222  x   1.00002302  =   0.99996524
 OO0895!UTM  15      -   0.99994222  x   0.99966257  =   0.99960481
 OO0895
 OO0895:                Primary Azimuth Mark                     Grid Az
 OO0895:SPC IA N     -  CRESCO AZ MK                             005 10 56.1
 OO0895:UTM  15      -  CRESCO AZ MK                             005 30 47.1
 OO0895
 OO0895|---------------------------------------------------------------------|
 OO0895| PID    Reference Object                     Distance      Geod. Az  |
 OO0895|                                                           dddmmss.s |
 OO0895| CI6159 CRESCO AZ MK                                       0060704.3 |
 OO0895| CI6160 CRESCO RM 1                          44.629 METERS 01029     |
 OO0895| OO0821 HARMONY GREENFIELD LUTH CH          APPROX.20.9 KM 0245358.3 |
 OO0895| ON0972 CANTON MUNICIPAL TANK               APPROX.22.5 KM 0425724.9 |
 OO0895| CI6161 CRESCO RM 2                          76.572 METERS 07935     |
 OO0895| ON0905 ORLEANS LUTHERAN CHURCH SPIRE       APPROX.10.7 KM 0984743.1 |
 OO0895| ON0907 RIDGEWAY MUNICIPAL TANK             APPROX.14.1 KM 1321433.5 |
 OO0895| OO0900 CRESCO HIGH SCHOOL CUPOLA           APPROX. 1.0 KM 1391320.9 |
 OO0895| OO0904 CRESCO ST JOSEPH CATH CH SPIRE      APPROX. 1.1 KM 1514306.0 |
 OO0895| OO0898 CRESCO HOWARD CO CTHSE STEEPLE      APPROX. 1.0 KM 1604219.5 |
 OO0895| OO0905 CRESCO INTERSTATE POWER CO STK      APPROX. 1.0 KM 1733015.2 |
 OO0895| OO0902 CRESCO MUNICIPAL TANK               APPROX. 1.1 KM 1815150.3 |
 OO0895| OO0901 CRESCO FARMERS CREAMERY CO STK      APPROX. 1.1 KM 1892122.5 |
 OO0895| OO0250 CRESCO RM 4                           8.330 METERS 24740     |
 OO0895| OO0896 CRESCO ECC 14751                     18.280 METERS 27257     |
 OO0895| OO0894 CRESCO RM 3                           8.291 METERS 33310     |
 OO0895|---------------------------------------------------------------------|
 OO0895
 OO0895                          SUPERSEDED SURVEY CONTROL
 OO0895
 OO0895  NAD 83(1996)-  43 22 53.68079(N)    092 07 10.29781(W) AD(       ) 1
 OO0895  NAD 83(1986)-  43 22 53.67364(N)    092 07 10.29631(W) AD(       ) 1
 OO0895  NAD 27      -  43 22 53.79440(N)    092 07 09.69310(W) AD(       ) 1
 OO0895  NGVD 29 (07/19/86)  398.70   (m)         1308.1    (f) LEVELING    3  
 OO0895
 OO0895.Superseded values are not recommended for survey control.
 OO0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0895.See file dsdata.txt to determine how the superseded data were derived.
 OO0895
 OO0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7132003566(NAD 83)
 OO0895_MARKER: DS = TRIANGULATION STATION DISK
 OO0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0895
 OO0895  HISTORY     - Date     Condition        Report By
 OO0895  HISTORY     - 1934     MONUMENTED       CGS
 OO0895  HISTORY     - 1960     GOOD             CGS
 OO0895  HISTORY     - 1961     GOOD             CGS
 OO0895  HISTORY     - 1971     GOOD             NGS
 OO0895
 OO0895                          STATION DESCRIPTION
 OO0895
 OO0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0895'STATION IS ABOUT 0.6 MILE N OF THE BUSINESS DISTRICT OF CRESCO,
 OO0895'0.75 MILE N OF MUNICIPAL WATER TANK, AT N EDGE OF CITY LIMITS,
 OO0895'IN NW 1/4 SEC. 23, T 99 N, R 11 W, ON LAND OWNED BY DR. GEORGE
 OO0895'KESSEL, WHO IS DONATING IT TO THE CITY AS A PARK.  THE MARK IS IN
 OO0895'ABOUT THE CENTER OF LARGE VACANT LOT WHICH IS ABOUT 200 YARDS
 OO0895'N OF THE MUNICIPAL TENNIS COURTS.  195 FEET E OF THE CENTER LINE
 OO0895'OF GRAVEL ROAD (3RD STREET).  176 FEET S OF THE CENTER LINE OF
 OO0895'ROAD (8TH AVENUE), AND FLUSH WITH THE GROUND.
 OO0895'
 OO0895'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OO0895'BRONZE DISKS SET IN CONCRETE.
 OO0895'
 OO0895'REFERENCE MARK NO. 1 IS N OF THE STATION.  1.5 FEET S OF FENCE
 OO0895'LINE.  30 FEET S OF CENTER LINE OF ROAD.  200 FEET E OF
 OO0895'T-INTERSECTION, AND PROJECTS 5 INCHES.
 OO0895'
 OO0895'REFERENCE MARK NO. 2 IS WNW OF THE STATION.  1.5 FEET W OF
 OO0895'FENCE LINE.  90 FEET S OF CENTER LINE OF ROAD, AND PROJECTS
 OO0895'6 INCHES.
 OO0895'
 OO0895'AZIMUTH MARK IS NNE OF THE STATION.  32 FEET S OF THE CENTER
 OO0895'LINE OF ROAD.  6 INCHES S OF FENCE LINE.  10 FEET E OF FENCE
 OO0895'CORNER AND PROJECTS 6 INCHES.  TO REACH FROM T-INTERSECTION
 OO0895'JUST NW OF THE STATION, GO N 0.2 MILE, THENCE E 100 YARDS TO THE
 OO0895'MARK.
 OO0895'
 OO0895'TO REACH THE STATION FROM THE MUNICIPAL TANK, GO N 0.75 MILE
 OO0895'TO LOT AND STATION ON THE E SIDE OF ROAD.
 OO0895'
 OO0895'ALL LIGHTS CAME INTO VIEW AT 82 FEET.
 OO0895
 OO0895                          STATION RECOVERY (1960)
 OO0895
 OO0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 OO0895'PERMISSION WAS GIVEN A REPRESENTATIVE OF SMITH, HINCHMAN AND
 OO0895'GRYLLS ASSOCIATES, INC.  3107 WEST GRAND BOULEVARD.  DETROIT,
 OO0895'MICHIGAN WHO ARE BUILDING ST. JOSEPH MERCY HOSPITAL AT CRESCO,
 OO0895'IOWA TO DESTROY REFERENCE MARK NO. 2 FOR STATION CRESCO IF THE
 OO0895'OTHER MARKS WERE NOT ENDANGERED BY THE CONSTRUCTION.  THE
 OO0895'REFERENCE MARK DISK, CRESCO NO 2 1934, WAS RECEIVED IN THE
 OO0895'KANSAS CITY DISTRICT OFFICE ON 1 DECEMBER 1960.
 OO0895
 OO0895                          STATION RECOVERY (1961)
 OO0895
 OO0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 OO0895'THE STATION MARK WAS FOUND WITH THE DISK BROKEN OFF.  A NEW
 OO0895'MONUMENT WAS SET, HOLDING THE UNDERGROUND POINT.  THE TOWER
 OO0895'COULD NOT BE ERECTED OVER THE STATION MARK BECAUSE OF AN
 OO0895'OVERHEAD POWER LINE.  THE AZIMUTH MARK AND REFERENCE MARK 1
 OO0895'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 OO0895'NOT RECOVERED.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 OO0895'1 WAS NOT CHECKED BECAUSE OF FIR TREES ON LINE.
 OO0895'
 OO0895'A COMPLETE DESCRIPTION FOLLOWS--
 OO0895'
 OO0895'THE STATION IS ABOUT 0.6 MILE NORTH OF THE CENTER OF CRESCO,
 OO0895'AT THE NORTH EDGE OF THE CITY LIMITS, NORTHEAST OF THE CRESCO,
 OO0895'MUNICIPAL SWIMMING POOL AND IS IN THE NORTHWEST 1/4 OF SECTION
 OO0895'23, T. 99 N., R. 11 W..  IT IS 195 FEET EAST OF THE CENTERLINE
 OO0895'OF 3RD STREET, 176 FEET SOUTH OF THE CENTERLINE OF 8TH AVENUE,
 OO0895'59 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SWIMMING
 OO0895'POOL FENCE, 15 FEET WEST OF A WITNESS POST AND 15 FEET
 OO0895'SOUTHWEST OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK
 OO0895'IS STAMPED CRESCO 1934 1961.
 OO0895'
 OO0895'TO REACH FROM THE WEST SIDE OF THE WATER TANK IN CRESCO, GO
 OO0895'NORTH ON 3RD STREET FOR 0.7 MILE TO THE STATION ON THE RIGHT.
 OO0895'
 OO0895'TO REACH THE AZIMUTH MARK FROM STREET INTERSECTION NORTHWEST
 OO0895'OF STATION, GO NORTH ON A PAVED ROAD FOR 0.2 MILE TO A SIDE
 OO0895'ROAD RIGHT.  TURN RIGHT AND GO EAST FOR ABOUT 100 YARDS TO THE
 OO0895'MARK ON THE RIGHT.
 OO0895'
 OO0895'REFERENCE MARK 1 IS 39 FEET SOUTH OF THE CENTERLINE OF 8TH. AVENUE,
 OO0895'19 FEET SOUTHEAST OF A POWER POLE AND 15 FEET WEST OF A TWIN TRUNK
 OO0895'ELM TREE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 OO0895'CRESCO NO 1 1934.
 OO0895'
 OO0895'REFERENCE MARK 3 IS 80 FEET NORTHEAST OF A POWER POLE, 36 FEET
 OO0895'NORTHWEST OF THE WITNESS POST, 31 FEET WEST OF NORTH-SOUTH ROW
 OO0895'OF FIR TREES AND 24 FEET NORTHWEST OF THE POWER POLE.  THE
 OO0895'MONUMENT IS FLUSH AND THE DISK IS STAMPED CRESCO NO 3 1934
 OO0895'1961.
 OO0895'
 OO0895'REFERENCE MARK 4 IS 46 FEET NORTHEAST OF THE POWER POLE,
 OO0895'41 FEET SOUTHWEST OF POWER POLE AND WITNESS POST, AND 40 FEET
 OO0895'NORTH OF THE NORTHEAST CORNER OF THE SWIMMING POOL FENCE.
 OO0895'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CRESCO NO 4
 OO0895'1934 1961.
 OO0895'
 OO0895'THE AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTERLINE OF A ROAD,
 OO0895'10 FEET EAST OF A FENCE CORNER AND 6 INCHES SOUTH OF A WIRE
 OO0895'FENCE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 OO0895'CRESCO 1934 AZIMUTH.
 OO0895'
 OO0895'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OO0895
 OO0895                          STATION RECOVERY (1971)
 OO0895
 OO0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0895'THE STATION MARK, REFERENCE MARKS 1, 3, 4 AND THE AZIMUTH
 OO0895'MARK WERE RECOVERED IN GOOD CONDITION.  NO DISTANCE OR DIRECTION
 OO0895'WAS OBTAINED ON REFERENCE MARK 1 DUE TO A ROW OF LARGE FIR
 OO0895'TREES ON LINE.  THE DIRECTION TO REFERENCE MARK 3 CHECKED
 OO0895'BUT THE NEW DISTANCE WAS 0.006 METERS LONGER.  THE DIRECTION
 OO0895'TO REFERENCE MARK 4 DIFFERED BY 01 MINUTE 27 SECONDS AND
 OO0895'THE NEW DISTANCE WAS 0.007 METERS LONGER.
 OO0895'
 OO0895'DUE TO SOME CHANGES IN THE AREA, A NEW ROUTE TO THE STATION AND
 OO0895'DESCRIPTION FOLLOWS.
 OO0895'
 OO0895'THE STATION IS LOCATED IN THE NORTH PART OF CRESCO IN A CITY
 OO0895'PARK ADJACENT TO THE MUNICIPAL SWIMMING POOL.
 OO0895'
 OO0895'TO REACH THE STATION FROM THE POST OFFICE IN CRESCO, GO WEST
 OO0895'ON SECOND AVENUE FOR 0.1 MILE TO THE JUNCTION OF WEST THIRD
 OO0895'STREET.  TURN RIGHT AND GO NORTH ON WEST THIRD STREET FOR 0.55
 OO0895'MILE TO THE SWIMMING POOL ON THE RIGHT AND THE STATION NORTHEAST
 OO0895'OF THE NORTHEAST CORNER OF THE POOL.
 OO0895'
 OO0895'THE SURFACE STATION MARK, A STANDARD DISK STAMPED CRESCO 1934
 OO0895'1961, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 OO0895'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET NORTH
 OO0895'OF THE NORTHEAST CORNER OF A SMALL BRICK BUILDING, 16 FEET
 OO0895'EAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY,
 OO0895'15.6 FEET NORTHWEST OF THE SOUTH ONE OF TWO POWER LINE POLES
 OO0895'WITH TRANSFORMERS, 14.7 FEET SOUTHWEST OF THE NORTH ONE OF
 OO0895'THE TWO POLES AND 14.6 FEET WEST OF A METAL WITNESS POST.
 OO0895'ACCORDING TO THE 1961 DATA THERE IS AN UNDERGROUND DISK SET
 OO0895'IN A MASS OF CONCRETE.
 OO0895'
 OO0895'REFERENCE MARK 1, A STANDARD DISK STAMPED CRESCO NO 1 1934,
 OO0895'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 OO0895'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 34 FEET
 OO0895'SOUTH OF THE APPROXIMATE CENTER OF EIGHTH AVENUE, 19 FEET
 OO0895'SOUTHEAST OF A POWER LINE POLE NUMBER 333 AND 14 FEET WEST OF
 OO0895'A TWIN TRUNKED TREE AND IS LOCATED AT THE NORTH END OF THE ROW
 OO0895'OF FIR TREES.
 OO0895'
 OO0895'REFERENCE MARK 3, A STANDARD DISK STAMPED CRESCO NO 3 1934 1961,
 OO0895'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 OO0895'FLUSH WITH THE GROUND SURFACE.  IT IS 56 FEET NORTH OF THE
 OO0895'NORTHWEST CORNER OF THE BRICK BUILDING, 36 FEET NORTHWEST OF THE
 OO0895'WITNESS POST, 24 FEET WEST-NORTHWEST OF THE NORTH ONE OF THE
 OO0895'TWO POLES AND IS LOCATED IN THE EAST EDGE OF THE GRAVELED
 OO0895'DRIVE.
 OO0895'
 OO0895'REFERENCE MARK 4, A STANDARD DISK STAMPED CRESCO NO 4 1934
 OO0895'1961, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 OO0895'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 41.3 FEET
 OO0895'WEST-SOUTHWEST OF THE WITNESS POST, 39.8 FEET NORTH-NORTHEAST OF
 OO0895'THE NORTHEAST CORNER OF A CHAIN LINK FENCE AROUND THE SWIMMING
 OO0895'POOL, 33.5 FEET WEST OF THE SOUTH ONE OF THE TWO POLES, 25.5
 OO0895'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK BUILDING
 OO0895'AND 7 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 OO0895'DRIVEWAY.
 OO0895'
 OO0895'THE AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED CRESCO
 OO0895'1934 AZIMUTH, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 OO0895'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 OO0895'IS 34 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED
 OO0895'ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST AND 0.5 FOOT NORTH
 OO0895'OF A WIRE FENCE.
 OO0895'
 OO0895'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF EIGHTH AVENUE
 OO0895'AND WEST THIRD STREET, GO NORTH ON WEST THIRD STREET FOR 0.2
 OO0895'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED
 OO0895'ROAD FOR ABOUT 100 YARDS TO THE MARK ON THE RIGHT.  (THE STREET
 OO0895'JUNCTION IS ABOUT 200 FEET NORTHWEST OF THE STATION.)
 OO0895'
 OO0895'HEIGHT OF LIGHT ABOVE STATION MARK 3 FEET.
 OO0895'
 OO0895'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN
 OO0895'CRESCO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0894 ***********************************************************************
 OO0894  DESIGNATION -  CRESCO RM 3
 OO0894  PID         -  OO0894
 OO0894  STATE/COUNTY-  IA/HOWARD
 OO0894  USGS QUAD   -  CRESCO NE (1981)
 OO0894
 OO0894                         *CURRENT SURVEY CONTROL
 OO0894  ___________________________________________________________________
 OO0894* NAD 83(1996)-  43 22 53.92052(N)    092 07 10.46411(W)     ADJUSTED  
 OO0894* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 OO0894  ___________________________________________________________________
 OO0894  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 OO0894  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 OO0894
 OO0894  HORZ ORDER  -  SECOND
 OO0894
 OO0894.The horizontal coordinates were established by classical geodetic methods
 OO0894.and adjusted by the National Geodetic Survey in May 1999..
 OO0894
 OO0894.The orthometric height was scaled from a topographic map.
 OO0894
 OO0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0894
 OO0894.The geoid height was determined by GEOID03.
 OO0894
 OO0894;                    North         East     Units Scale Factor Converg.
 OO0894;SPC IA N     - 1,209,929.410 1,611,859.767   MT  1.00002304   +0 56 08.1
 OO0894;UTM  15      - 4,803,573.566   571,316.544   MT  0.99966256   +0 36 17.1
 OO0894
 OO0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0894!SPC IA N     -   0.99994217  x   1.00002304  =   0.99996521
 OO0894!UTM  15      -   0.99994217  x   0.99966256  =   0.99960475
 OO0894
 OO0894:                Primary Azimuth Mark                     Grid Az
 OO0894:SPC IA N     -  CRESCO AZ MK                             005 46 17.7
 OO0894:UTM  15      -  CRESCO AZ MK                             006 06 08.7
 OO0894
 OO0894|---------------------------------------------------------------------|
 OO0894| PID    Reference Object                     Distance      Geod. Az  |
 OO0894|                                                           dddmmss.s |
 OO0894| CI6159 CRESCO AZ MK                                       0064225.8 |
 OO0894| CI6160 CRESCO RM 1                                        01801     |
 OO0894| ON0911 PLYMOUTH ROCK ST AGNES CH           APPROX.15.2 KM 0562427.8 |
 OO0894| OO0895 CRESCO RESET                          8.291 METERS 15310     |
 OO0894| OO0250 CRESCO RM 4                          11.286 METERS 20032     |
 OO0894|---------------------------------------------------------------------|
 OO0894
 OO0894                          SUPERSEDED SURVEY CONTROL
 OO0894
 OO0894  NAD 83(1996)-  43 22 53.92051(N)    092 07 10.46410(W) AD(       ) 2
 OO0894  NAD 83(1986)-  43 22 53.91345(N)    092 07 10.46266(W) AD(       ) 2
 OO0894  NAD 27      -  43 22 54.03410(N)    092 07 09.85940(W) AD(       ) 2
 OO0894
 OO0894.Superseded values are not recommended for survey control.
 OO0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0894.See file dsdata.txt to determine how the superseded data were derived.
 OO0894
 OO0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7131703574(NAD 83)
 OO0894_MARKER: DS = TRIANGULATION STATION DISK
 OO0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0894
 OO0894  HISTORY     - Date     Condition        Report By
 OO0894  HISTORY     - 1961     MONUMENTED       CGS
 OO0894
 OO0894                          STATION DESCRIPTION
 OO0894
 OO0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OO0894'TO REACH THE STATION FROM THE POST OFFICE IN CRESCO, GO WEST
 OO0894'ON SECOND AVENUE FOR 0.1 MILE TO THE JUNCTION OF WEST THIRD
 OO0894'STREET.  TURN RIGHT AND GO NORTH ON WEST THIRD STREET FOR 0.55
 OO0894'MILE TO THE SWIMMING POOL ON THE RIGHT AND THE STATION NORTHEAST
 OO0894'OF THE NORTHEAST CORNER OF THE POOL.
 OO0894'
 OO0894'REFERENCE MARK 3, A STANDARD DISK STAMPED CRESCO NO 3 1934 1961,
 OO0894'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 OO0894'FLUSH WITH THE GROUND SURFACE.  IT IS 56 FEET NORTH OF THE
 OO0894'NORTHWEST CORNER OF THE BRICK BUILDING, 36 FEET NORTHWEST OF THE
 OO0894'WITNESS POST, 24 FEET WEST-NORTHWEST OF THE NORTH ONE OF THE
 OO0894'TWO POLES AND IS LOCATED IN THE EAST EDGE OF THE GRAVELED
 OO0894'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0904 ***********************************************************************
 OO0904  DESIGNATION -  CRESCO ST JOSEPH CATH CH SPIRE
 OO0904  PID         -  OO0904
 OO0904  STATE/COUNTY-  IA/HOWARD
 OO0904  USGS QUAD   -  CRESCO SE (1981)
 OO0904
 OO0904                         *CURRENT SURVEY CONTROL
 OO0904  ___________________________________________________________________
 OO0904* NAD 83(1996)-  43 22 22.62703(N)    092 06 47.39463(W)     ADJUSTED  
 OO0904* NAVD 88     -                                                        
 OO0904  ___________________________________________________________________
 OO0904  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 OO0904  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 OO0904
 OO0904  HORZ ORDER  -  THIRD
 OO0904
 OO0904.The horizontal coordinates were established by classical geodetic methods
 OO0904.and adjusted by the National Geodetic Survey in May 1999..
 OO0904
 OO0904
 OO0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0904
 OO0904.The geoid height was determined by GEOID03.
 OO0904
 OO0904;                    North         East     Units Scale Factor Converg.
 OO0904;SPC IA N     - 1,208,972.265 1,612,394.836   MT  1.00002115   +0 56 23.7
 OO0904;UTM  15      - 4,802,613.692   571,845.888   MT  0.99966349   +0 36 32.6
 OO0904
 OO0904                          SUPERSEDED SURVEY CONTROL
 OO0904
 OO0904  NAD 83(1996)-  43 22 22.62702(N)    092 06 47.39462(W) AD(       ) 4
 OO0904  NAD 83(1986)-  43 22 22.62037(N)    092 06 47.39355(W) AD(       ) 4
 OO0904  NAD 27      -  43 22 22.74100(N)    092 06 46.79000(W) AD(       ) 3
 OO0904
 OO0904.Superseded values are not recommended for survey control.
 OO0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0904.See file dsdata.txt to determine how the superseded data were derived.
 OO0904
 OO0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7184602614(NAD 83)
 OO0904_MARKER: 90 = CHURCH SPIRE
 OO0904
 OO0904  HISTORY     - Date     Condition        Report By
 OO0904  HISTORY     - 1934     FIRST OBSERVED   CGS
 OO0904  HISTORY     - 1961     GOOD             CGS
 OO0904  HISTORY     - 1971     GOOD             NGS
 OO0904
 OO0904                          STATION DESCRIPTION
 OO0904
 OO0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0904'STATION IS THE BASE OF THE GOLD LATIN CROSS ON THE SPIRE
 OO0904'SURMOUNTING THE ST. JOSEPHS CATHOLIC CHURCH.  THE CHURCH IS A
 OO0904'RED BRICK BUILDING WITH A SQUARE RED BRICK TOWER AND BELFRY
 OO0904'AT THE FRONT (N) CENTER OVER THE ENTRANCE.  THE TOWER HAS A
 OO0904'CONCRETE CORBEL JUST BELOW THE BELFRY.  THE BELFRY HAS THREE
 OO0904'OPEN WINDOWS ON EACH SIDE.  AN OCTAGONAL GRAY SLATE SPIRE
 OO0904'SURMOUNTS THE BELFRY.  THE SPIRE HAS A DORMER ON EACH OF FOUR
 OO0904'SIDES AT THE BASE.  EACH DORMER HAS A GABLE ROOF WITH A SMALL
 OO0904'CROSS AT THE OUTER END OF THE RIDGE OF THE ROOF.  THERE IS A
 OO0904'VERTICAL WOODEN PROJECTION ABOUT 1 FOOT SQUARE AND 4 FEET
 OO0904'HIGH NEAR THE TOP OF THE SPIRE.  THE PROJECTION HAS A HIP
 OO0904'ROOF WITH OVERHANGING EAVES.  THE OCTAGONAL SPIRE CONTINUES
 OO0904'ABOVE THE HIP ROOF AND HAS A GOLD CROSS AT THE TIP.  THE TOP
 OO0904'OF THE SPIRE IS ABOUT 135 FEET ABOVE THE GROUND.  IT IS
 OO0904'VERY PROMINENT.  THE BUILDING WAS ERECTED IN 1916.
 OO0904'
 OO0904'THE CHURCH IS AT THE SW CORNER OF SECOND AVENUE, NE, AND THIRD
 OO0904'STREET, E.
 OO0904
 OO0904                          STATION RECOVERY (1961)
 OO0904
 OO0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 OO0904'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.
 OO0904
 OO0904                          STATION RECOVERY (1971)
 OO0904
 OO0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0904'CRESCO SAINT JOSEPHS CATHOLIC CHURCH SPIRE WAS RECOVERED AS
 OO0904'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1319 ***********************************************************************
 OO1319  DESIGNATION -  CRESPORT
 OO1319  PID         -  OO1319
 OO1319  STATE/COUNTY-  IA/HOWARD
 OO1319  USGS QUAD   -  CRESCO SW (1981)
 OO1319
 OO1319                         *CURRENT SURVEY CONTROL
 OO1319  ___________________________________________________________________
 OO1319* NAD 83(1996)-  43 22 01.03709(N)    092 08 01.80263(W)     ADJUSTED  
 OO1319* NAVD 88     -       388.1    (meters)    1273.     (feet)  VERTCON   
 OO1319  ___________________________________________________________________
 OO1319  X           -    -172,925.590 (meters)                     COMP
 OO1319  Y           -  -4,641,094.394 (meters)                     COMP
 OO1319  Z           -   4,357,473.506 (meters)                     COMP
 OO1319  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 OO1319  ELLIP HEIGHT-         357.75  (meters)          (05/06/99) GPS OBS
 OO1319  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 OO1319
 OO1319  HORZ ORDER  -  THIRD
 OO1319  ELLP ORDER  -  FOURTH    CLASS I
 OO1319
 OO1319.This mark is at Ellen Church Field Airport (CJJ)
 OO1319
 OO1319.The horizontal coordinates were established by GPS observations
 OO1319.and adjusted by the National Geodetic Survey in May 1999..
 OO1319
 OO1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1319
 OO1319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1319
 OO1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1319
 OO1319.The ellipsoidal height was determined by GPS observations
 OO1319.and is referenced to NAD 83.
 OO1319
 OO1319.The geoid height was determined by GEOID03.
 OO1319
 OO1319;                    North         East     Units Scale Factor Converg.
 OO1319;SPC IA N     - 1,208,278.775 1,610,730.657   MT  1.00001987   +0 55 33.3
 OO1319;UTM  15      - 4,801,930.072   570,178.329   MT  0.99966058   +0 35 41.3
 OO1319
 OO1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1319!SPC IA N     -   0.99994390  x   1.00001987  =   0.99996377
 OO1319!UTM  15      -   0.99994390  x   0.99966058  =   0.99960450
 OO1319
 OO1319:                Primary Azimuth Mark                     Grid Az
 OO1319:SPC IA N     -  CRESPORT AZ MK                           153 23 27.6
 OO1319:UTM  15      -  CRESPORT AZ MK                           153 43 19.6
 OO1319
 OO1319|---------------------------------------------------------------------|
 OO1319| PID    Reference Object                     Distance      Geod. Az  |
 OO1319|                                                           dddmmss.s |
 OO1319| OO1320 CRESPORT AZ MK                      APPROX. 0.6 KM 1541900.9 |
 OO1319|---------------------------------------------------------------------|
 OO1319
 OO1319                          SUPERSEDED SURVEY CONTROL
 OO1319
 OO1319  NAD 83(1996)-  43 22 01.03710(N)    092 08 01.80263(W) AD(       ) 3
 OO1319  ELLIP H (11/21/91)  357.84   (m)                       GP(       ) 4 1
 OO1319  NAD 83(1986)-  43 22 01.02800(N)    092 08 01.80074(W) AD(       ) 3
 OO1319  NGVD 29 (07/09/90)  388.1    (m)         1273.     (f) GPS OBS        
 OO1319
 OO1319.Superseded values are not recommended for survey control.
 OO1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1319.See file dsdata.txt to determine how the superseded data were derived.
 OO1319
 OO1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7017801930(NAD 83)
 OO1319_MARKER: I = METAL ROD
 OO1319_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OO1319_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OO1319_STAMPING: CRESPORT 1989
 OO1319_MARK LOGO: NGS   
 OO1319_PROJECTION: FLUSH
 OO1319_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1319+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OO1319_ROD/PIPE-DEPTH: 3.9  meters
 OO1319_SLEEVE-DEPTH  : 0.91 meters
 OO1319
 OO1319  HISTORY     - Date     Condition        Report By
 OO1319  HISTORY     - 1989     MONUMENTED       NGS
 OO1319
 OO1319                          STATION DESCRIPTION
 OO1319
 OO1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OO1319'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) WEST-SOUTHWEST OF
 OO1319'CRESCO, AT THE ELLEN CHURCH FIELD AIRPORT AND NEAR THE NORTH CORNER OF
 OO1319'A VASI LIGHT SOUTHEAST OF THE END OF  RUNWAY 15.  OWNERSHIP--CITY OF
 OO1319'CRESCO, CRESCO, IA 52136, PHONE (319) 547-3403.  THERE IS NO AIRPORT
 OO1319'MANAGER AT THIS TIME, CONTACT DALE TURNMIRE AT THE CITY CHAMBER OF
 OO1319'COMMERCE, PHONE (319) 547-3434 OR AT HOME (319) 547-2330.
 OO1319'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND COUNTY
 OO1319'ROAD V 58, (3RD STREET SOUTHWEST), AT THE CITY WATER TOWER, ON THE
 OO1319'WEST SIDE OF CRESCO.  GO WEST ON STATE HIGHWAY 9 FOR 0.8 KM (0.50 MI)
 OO1319'TO THE JUNCTION OF A GRAVEL ROAD ON THE LEFT, NEAR THE CITY LIMIT
 OO1319'SIGN.  TURN LEFT, SOUTH, ON THE GRAVEL ROAD FOR 0.4 KM (0.25 MI) TO A
 OO1319'HANGAR AND AIRPORT OFFICE.  CONTINUE AHEAD ON THE ENTRANCE RAMP TO THE
 OO1319'JUNCTION OF THE RUNWAY.  TURN LEFT, SOUTHEAST, ON THE RUNWAY FOR 0.08
 OO1319'KM (0.05 MI) TO A VASI LIGHT AND THE STATION ON THE LEFT.
 OO1319'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 OO1319'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 OO1319'LOCATED NEAR THE NORTH CORNER OF A VASI LIGHT, 25.0 M (82.0 FT)
 OO1319'NORTHEAST OF THE CENTER OF THE RUNWAY, 2.6 M (8.5 FT) NORTH OF THE
 OO1319'NORTH LEG OF THE VASI LIGHT AND 2.3 M (7.5 FT) NORTH OF A FIBERGLASS
 OO1319'WITNESS POST.
 OO1319'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OO1319'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1320 ***********************************************************************
 OO1320  DESIGNATION -  CRESPORT AZ MK
 OO1320  PID         -  OO1320
 OO1320  STATE/COUNTY-  IA/HOWARD
 OO1320  USGS QUAD   -  CRESCO SW (1981)
 OO1320
 OO1320                         *CURRENT SURVEY CONTROL
 OO1320  ___________________________________________________________________
 OO1320* NAD 83(1996)-  43 21 42.83841(N)    092 07 49.80773(W)     ADJUSTED  
 OO1320* NAVD 88     -       385.1    (meters)    1263.     (feet)  VERTCON   
 OO1320  ___________________________________________________________________
 OO1320  X           -    -172,669.955 (meters)                     COMP
 OO1320  Y           -  -4,641,487.719 (meters)                     COMP
 OO1320  Z           -   4,357,063.179 (meters)                     COMP
 OO1320  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 OO1320  ELLIP HEIGHT-         354.84  (meters)          (05/06/99) GPS OBS
 OO1320  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 OO1320
 OO1320  HORZ ORDER  -  THIRD
 OO1320  ELLP ORDER  -  FOURTH    CLASS I
 OO1320
 OO1320.This mark is at Ellen Church Field Airport (CJJ)
 OO1320
 OO1320.The horizontal coordinates were established by GPS observations
 OO1320.and adjusted by the National Geodetic Survey in May 1999..
 OO1320
 OO1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1320
 OO1320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1320
 OO1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1320
 OO1320.The ellipsoidal height was determined by GPS observations
 OO1320.and is referenced to NAD 83.
 OO1320
 OO1320.The geoid height was determined by GEOID03.
 OO1320
 OO1320;                    North         East     Units Scale Factor Converg.
 OO1320;SPC IA N     - 1,207,721.576 1,611,009.791   MT  1.00001879   +0 55 41.4
 OO1320;UTM  15      - 4,801,371.470   570,454.138   MT  0.99966106   +0 35 49.3
 OO1320
 OO1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1320!SPC IA N     -   0.99994436  x   1.00001879  =   0.99996315
 OO1320!UTM  15      -   0.99994436  x   0.99966106  =   0.99960544
 OO1320
 OO1320:                Primary Azimuth Mark                     Grid Az
 OO1320:SPC IA N     -  CRESPORT                                 333 23 27.7
 OO1320:UTM  15      -  CRESPORT                                 333 43 19.8
 OO1320
 OO1320|---------------------------------------------------------------------|
 OO1320| PID    Reference Object                     Distance      Geod. Az  |
 OO1320|                                                           dddmmss.s |
 OO1320| OO1319 CRESPORT                            APPROX. 0.6 KM 3341909.1 |
 OO1320|---------------------------------------------------------------------|
 OO1320
 OO1320                          SUPERSEDED SURVEY CONTROL
 OO1320
 OO1320  NAD 83(1996)-  43 21 42.83842(N)    092 07 49.80773(W) AD(       ) 3
 OO1320  ELLIP H (11/21/91)  354.93   (m)                       GP(       ) 4 1
 OO1320  NAD 83(1986)-  43 21 42.82931(N)    092 07 49.80584(W) AD(       ) 3
 OO1320  NGVD 29 (07/09/90)  385.1    (m)         1263.     (f) GPS OBS        
 OO1320
 OO1320.Superseded values are not recommended for survey control.
 OO1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1320.See file dsdata.txt to determine how the superseded data were derived.
 OO1320
 OO1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7045401371(NAD 83)
 OO1320_MARKER: I = METAL ROD
 OO1320_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OO1320_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OO1320_STAMPING: CRESPORT AZ MK 1989
 OO1320_MARK LOGO: NGS   
 OO1320_PROJECTION: FLUSH
 OO1320_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1320+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1990
 OO1320_ROD/PIPE-DEPTH: 4.2  meters
 OO1320_SLEEVE-DEPTH  : 0.91 meters
 OO1320
 OO1320  HISTORY     - Date     Condition        Report By
 OO1320  HISTORY     - 1989     MONUMENTED       NGS
 OO1320  HISTORY     - 19900716 GOOD
 OO1320
 OO1320                          STATION DESCRIPTION
 OO1320
 OO1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OO1320'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) WEST-SOUTHWEST OF
 OO1320'CRESCO, AT THE ELLEN CHURCH FIELD AIRPORT AND AT THE NORTH CORNER OF
 OO1320'THE TURN-AROUND OF RUNWAY 33.  OWNERSHIP--CITY OF CRESCO, CRESCO, IA
 OO1320'52136, PHONE (319) 547-3403. THERE IS NO AIRPORT MANAGER AT THIS TIME,
 OO1320'CONTACT DALE TURNMIRE AT THE CITY CHAMBER OF COMMERCE, PHONE (319)
 OO1320'547-3434 OR AT HOME (319) 547-2330.
 OO1320'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND COUNTY
 OO1320'ROAD V 58 (3RD STREET SOUTHWEST), AT THE CITY WATER TOWER, ON THE WEST
 OO1320'SIDE OF CRESCO, GO WEST ON STATE HIGHWAY 9 FOR 0.8 KM (0.50 MI) TO THE
 OO1320'JUNCTION OF A GRAVEL ROAD ON THE LEFT, NEAR THE CITY LIMIT SIGN.  TURN
 OO1320'LEFT, SOUTH, ON THE GRAVEL ROAD FOR 0.4 KM (0.25 MI) TO A HANGAR AND
 OO1320'AIRPORT OFFICE.  CONTINUE AHEAD ON THE ENTRANCE RAMP TO THE JUNCTION
 OO1320'OF THE RUNWAY.  TURN LEFT, SOUTHEAST, ON THE RUNWAY FOR 0.7 KM
 OO1320'(0.45 MI) TO A TURN-AROUND AND THE STATION AT THE NORTH CORNER OF THE
 OO1320'TURN-AROUND.
 OO1320'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 OO1320'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 OO1320'LOCATED 23.2 M (76.1 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 9.45 M
 OO1320'(31.0 FT) NORTHWEST OF THE CENTER OF THE TURN-AROUND, 0.6 M (2.0 FT)
 OO1320'NORTH OF THE NORTH CORNER OF THE TURN-AROUND AND 0.6 M (2.0 FT) NORTH
 OO1320'OF A FIBERGLASS WITNESS POST.
 OO1320'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OO1320'DESCRIBED BY M. L. MCCREADY.
 OO1320
 OO1320                          STATION RECOVERY (1990)
 OO1320
 OO1320'RECOVERED 1990
 OO1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1084 ***********************************************************************
 MJ1084  DESIGNATION -  CREST
 MJ1084  PID         -  MJ1084
 MJ1084  STATE/COUNTY-  IA/UNION
 MJ1084  USGS QUAD   -  CRESTON EAST (1980)
 MJ1084
 MJ1084                         *CURRENT SURVEY CONTROL
 MJ1084  ___________________________________________________________________
 MJ1084* NAD 83(1996)-  41 03 25.94563(N)    094 17 35.23102(W)     ADJUSTED  
 MJ1084* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 MJ1084  ___________________________________________________________________
 MJ1084  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 MJ1084  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 MJ1084
 MJ1084  HORZ ORDER  -  SECOND
 MJ1084
 MJ1084.The horizontal coordinates were established by classical geodetic methods
 MJ1084.and adjusted by the National Geodetic Survey in May 1999..
 MJ1084
 MJ1084.The orthometric height was scaled from a topographic map.
 MJ1084
 MJ1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1084
 MJ1084.The geoid height was determined by GEOID03.
 MJ1084
 MJ1084;                    North         East     Units Scale Factor Converg.
 MJ1084;SPC IA S     -   117,704.913   433,332.611   MT  0.99995150   -0 31 20.7
 MJ1084;UTM  15      - 4,545,913.077   391,339.451   MT  0.99974532   -0 50 57.9
 MJ1084
 MJ1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1084!SPC IA S     -   0.99994144  x   0.99995150  =   0.99989294
 MJ1084!UTM  15      -   0.99994144  x   0.99974532  =   0.99968678
 MJ1084
 MJ1084|---------------------------------------------------------------------|
 MJ1084| PID    Reference Object                     Distance      Geod. Az  |
 MJ1084|                                                           dddmmss.s |
 MJ1084| CL6318 CREST RM 1                            9.169 METERS 08735     |
 MJ1084| CL6319 CREST RM 2                           15.410 METERS 18907     |
 MJ1084| CL6317 CREST AZ MK                                        2572526.9 |
 MJ1084| MJ1088 CRESTON MUNICIPAL TANK              APPROX. 5.6 KM 2705239.7 |
 MJ1084|---------------------------------------------------------------------|
 MJ1084
 MJ1084                          SUPERSEDED SURVEY CONTROL
 MJ1084
 MJ1084  NAD 83(1986)-  41 03 25.94731(N)    094 17 35.25478(W) AD(       ) 2
 MJ1084  NAD 27      -  41 03 25.98720(N)    094 17 34.41430(W) AD(       ) 2
 MJ1084
 MJ1084.Superseded values are not recommended for survey control.
 MJ1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1084.See file dsdata.txt to determine how the superseded data were derived.
 MJ1084
 MJ1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF9133945913(NAD 83)
 MJ1084_MARKER: DS = TRIANGULATION STATION DISK
 MJ1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1084
 MJ1084  HISTORY     - Date     Condition        Report By
 MJ1084  HISTORY     - 1958     MONUMENTED       CGS
 MJ1084  HISTORY     - 1977     GOOD             NGS
 MJ1084
 MJ1084                          STATION DESCRIPTION
 MJ1084
 MJ1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MJ1084'THE STATION IS ABOUT 3 MILES EAST OF CRESTON, ABOUT 6-1/2
 MJ1084'MILES WEST-NORTHWEST OF AFTON AND ON PROPERTY OWNED BY MRS.
 MJ1084'ROY RAMSBOTTOM.  IT IS 26 FEET NORTH OF THE CENTERLINE OF A
 MJ1084'GRAVELED ROAD, 3 FEET SOUTH OF THE SOUTHEAST CORNER OF AN
 MJ1084'IMPLEMENT SHED, 4 FEET SOUTHWEST OF A FENCE CORNER, 51 FEET
 MJ1084'NORTHEAST OF THE CENTER OF THE INTERSECTION OF A DRIVEWAY
 MJ1084'AND THE GRAVELED ROAD AND 50 FEET NORTH OF A WHITE WITNESS
 MJ1084'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CREST
 MJ1084'1958.
 MJ1084'
 MJ1084'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CRESTON, GO
 MJ1084'WEST ON ADAM STREET FOR 0.05 MILE TO ELM STREET.  TURN LEFT,
 MJ1084'SOUTH, ON ELM STREET FOR 0.55 MILE TO U.S. HIGHWAY 34.  TURN
 MJ1084'LEFT, EAST, FOR 3.35 MILES TO A GRAVELED SIDE ROAD LEFT.
 MJ1084'TURN LEFT, NORTH, FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 MJ1084'LEFT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.05 MILE TO
 MJ1084'A CROSSROAD.  TURN RIGHT, EAST, FOR 0.3 MILE TO THE STATION ON
 MJ1084'THE LEFT.
 MJ1084'
 MJ1084'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE, 12 FEET WEST OF
 MJ1084'THE CENTER OF A GATE, 27 FEET NORTH OF THE CENTERLINE OF A
 MJ1084'GRAVELED ROAD AND 28 FEET EAST OF THE SOUTHEAST CORNER OF THE
 MJ1084'IMPLEMENT SHED.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 MJ1084'CREST NO 1 1958.
 MJ1084'
 MJ1084'REFERENCE MARK 2 IS 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF A
 MJ1084'WHITE WITINESS POST, 24 FEET SOUTH OF THE CENTERLINE OF THE
 MJ1084'GRAVELED ROAD AND 36 FEET EAST OF THE CENTERLINE OF A DRIVEWAY.
 MJ1084'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CREST NO 2 1958.
 MJ1084'
 MJ1084'THE AZIMUTH MARK IS 28 FEET WEST OF THE CENTERLINE OF A GRAVELED
 MJ1084'ROAD, 1 FOOT SOUTH OF A WHITE WITNESS POST, 1 FOOT EAST OF A
 MJ1084'FENCE AND 51 FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN.
 MJ1084'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CREST 1958.
 MJ1084'
 MJ1084'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MJ1084
 MJ1084                          STATION RECOVERY (1977)
 MJ1084
 MJ1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MJ1084'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MJ1084'DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE MARKS.
 MJ1084'
 MJ1084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 MJ1084'CRESTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0121 ***********************************************************************
 MJ0121  DESIGNATION -  CRESTON
 MJ0121  PID         -  MJ0121
 MJ0121  STATE/COUNTY-  IA/UNION
 MJ0121  USGS QUAD   -  CRESTON EAST (1980)
 MJ0121
 MJ0121                         *CURRENT SURVEY CONTROL
 MJ0121  ___________________________________________________________________
 MJ0121* NAD 83(1996)-  41 03 34.95240(N)    094 21 21.30528(W)     ADJUSTED  
 MJ0121* NAVD 88     -       399.536  (meters)    1310.81   (feet)  ADJUSTED  
 MJ0121  ___________________________________________________________________
 MJ0121  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 MJ0121  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 MJ0121  DYNAMIC HT  -         399.338 (meters)    1310.16  (feet)  COMP
 MJ0121  MODELED GRAV-     980,116.6   (mgal)                       NAVD 88
 MJ0121
 MJ0121  HORZ ORDER  -  FIRST
 MJ0121  VERT ORDER  -  SECOND    CLASS 0
 MJ0121
 MJ0121.The horizontal coordinates were established by classical geodetic methods
 MJ0121.and adjusted by the National Geodetic Survey in May 1999..
 MJ0121
 MJ0121.The orthometric height was determined by differential leveling
 MJ0121.and adjusted by the National Geodetic Survey in June 1991..
 MJ0121
 MJ0121.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0121
 MJ0121.The geoid height was determined by GEOID03.
 MJ0121
 MJ0121.The dynamic height is computed by dividing the NAVD 88
 MJ0121.geopotential number by the normal gravity value computed on the
 MJ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0121.degrees latitude (g = 980.6199 gals.).
 MJ0121
 MJ0121.The modeled gravity was interpolated from observed gravity values.
 MJ0121
 MJ0121;                    North         East     Units Scale Factor Converg.
 MJ0121;SPC IA S     -   118,032.769   428,056.854   MT  0.99995139   -0 33 49.7
 MJ0121;UTM  15      - 4,546,270.963   386,066.700   MT  0.99975976   -0 53 26.6
 MJ0121
 MJ0121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0121!SPC IA S     -   0.99994215  x   0.99995139  =   0.99989355
 MJ0121!UTM  15      -   0.99994215  x   0.99975976  =   0.99970193
 MJ0121
 MJ0121:                Primary Azimuth Mark                     Grid Az
 MJ0121:SPC IA S     -  AFTON MUNICIPAL TANK                     104 49 02.5
 MJ0121:UTM  15      -  AFTON MUNICIPAL TANK                     105 08 39.4
 MJ0121
 MJ0121|---------------------------------------------------------------------|
 MJ0121| PID    Reference Object                     Distance      Geod. Az  |
 MJ0121|                                                           dddmmss.s |
 MJ0121| MJ1080 AFTON MUNICIPAL TANK                APPROX.13.9 KM 1041512.8 |
 MJ0121| MJ1092 CRESTON 2                            16.902 METERS 14914     |
 MJ0121| MJ1086 CRESTON CBQ RR STACK                182.302 METERS 15941     |
 MJ0121| CL6320 CRESTON RM 3                         50.585 METERS 16150     |
 MJ0121| MJ0122 CRESTON RM 1                        101.624 METERS 22649     |
 MJ0121| MJ1087 CRESTON IOWA SOU UTIL CO STK        412.911 METERS 2330401.5 |
 MJ0121| MJ1088 CRESTON MUNICIPAL TANK              352.627 METERS 23631     |
 MJ0121| MJ1091 CRESTON ST MALACHYS CATH CH         APPROX. 1.0 KM 2372658.8 |
 MJ0121| MJ1085 CRESTON TAXPAYERS WATER SPIPE       APPROX. 1.5 KM 2584212.6 |
 MJ0121| MJ1089 CRESTON UNION CO CTHSE CUPOLA       447.331 METERS 2655421.1 |
 MJ0121| MJ0120 CRESTON AZ MK                       454.010 METERS 2684244.6 |
 MJ0121| MJ0123 CRESTON RM 2                         96.162 METERS 30846     |
 MJ0121|---------------------------------------------------------------------|
 MJ0121
 MJ0121                          SUPERSEDED SURVEY CONTROL
 MJ0121
 MJ0121  NAD 83(1986)-  41 03 34.95411(N)    094 21 21.33203(W) AD(       ) 1
 MJ0121  NAD 27      -  41 03 34.99400(N)    094 21 20.48380(W) AD(       ) 1
 MJ0121  NGVD 29 (??/??/92)  399.401  (m)         1310.37   (f) ADJ UNCH    2 0
 MJ0121
 MJ0121.Superseded values are not recommended for survey control.
 MJ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0121.See file dsdata.txt to determine how the superseded data were derived.
 MJ0121
 MJ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF8606746271(NAD 83)
 MJ0121_MARKER: DS = TRIANGULATION STATION DISK
 MJ0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0121_STAMPING: CRESTON 1934
 MJ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0121+STABILITY: SURFACE MOTION
 MJ0121
 MJ0121  HISTORY     - Date     Condition        Report By
 MJ0121  HISTORY     - 1934     MONUMENTED       CGS
 MJ0121  HISTORY     - 1945     SEE DESCRIPTION  CGS
 MJ0121  HISTORY     - 1945     GOOD             NGS
 MJ0121  HISTORY     - 1958     GOOD             CGS
 MJ0121  HISTORY     - 1977     MARK NOT FOUND   NGS
 MJ0121  HISTORY     - 1978     GOOD             NGS
 MJ0121  HISTORY     - 1978     GOOD             NGS
 MJ0121
 MJ0121                          STATION DESCRIPTION
 MJ0121
 MJ0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ0121'STATION IS IN THE E PART OF THE TOWN OF CRESTON, IN THE SE
 MJ0121'1/4 SECTION 1, T 72 N, R 31 W, ON LAND OWNED BY THE CHICAGO,
 MJ0121'BURLINGTON AND QUINCY RAILROAD.  IT IS ON THE HIGHEST POINT
 MJ0121'OF A VACANT LOT AND NEAR THE W SLOPE, 225 FEET E OF THE CENTER
 MJ0121'LINE OF CHERRY STREET AND ON LINE WITH THE PROJECTION OF THE
 MJ0121'N CURB OF MILLS STREET.  MARK IS FLUSH WITH TOP OF GROUND.
 MJ0121'
 MJ0121'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MJ0121'BRONZE DISKS SET IN CONCRETE.
 MJ0121'
 MJ0121'REFERENCE MARK NO. 1 IS SW OF THE STATION, 22 FEET W OF THE
 MJ0121'CENTER LINE OF CHERRY STREET, 10 FEET W OF THE W CURB OF
 MJ0121'CHERRY STREET, 2 FEET E OF E EDGE OF SIDEWALK, 206 FEET N OF
 MJ0121'THE CENTER LINE OF MONTGOMERY STREET.  MARK IS FLUSH.
 MJ0121'
 MJ0121'REFERENCE MARK NO. 2 IS NW OF THE STATION, 25 FEET W OF THE
 MJ0121'CENTER LINE OF CHERRY STREET, 13 FEET W OF THE W CURB OF
 MJ0121'CHERRY STREET, 211 FEET N OF THE CENTER LINE OF MILLS STREET.
 MJ0121'MARK IS FLUSH.
 MJ0121'
 MJ0121'AZIMUTH MARK IS W OF THE STATION, AT THE SE CORNER OF MILLS
 MJ0121'AND PINE STREETS, 20 FEET S OF THE CENTER LINE OF MILLS STREET,
 MJ0121'4 FEET S OF S CURB, 41 FEET E OF THE CENTER LINE OF PINE STREET,
 MJ0121'17 FEET E OF CURB.  MARK IS FLUSH WITH THE TOP OF THE GROUND.
 MJ0121'
 MJ0121'TO REACH FROM COURTHOUSE AT THE SE CORNER OF PINE AND MILLS
 MJ0121'STREETS, GO E ON MILLS STREET 0.3 MILE TO THE STATION.
 MJ0121'
 MJ0121'ALL LIGHTS COME INTO VIEW AT 45 FEET.
 MJ0121
 MJ0121                          STATION RECOVERY (1945)
 MJ0121
 MJ0121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (TSD)
 MJ0121'STATION MARK IS NOW UNDER SURFACE OF EAST SIDE OF HORSE SHOW
 MJ0121'TRACK AND IN PRODUCED LINE OF FACE OF NORTH CURB OF MILLS
 MJ0121'ST.  BUILDING REFERRED TO AS ROUND HOUSE IS REALLY THE ABANDONED
 MJ0121'MACHINE SHOP, NOW USED FOR STORAGE.
 MJ0121'
 MJ0121'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED.
 MJ0121'
 MJ0121'REFERENCE MARK NO. 2 WAS SEARCHED FOR BY DIGGING TO ONE FOOT
 MJ0121'BELOW SIDEWALK SURFACE OR ONE AND ONE HALF FEET BELOW PAVED
 MJ0121'STREET SURFACE.  A DILIGENT SEARCH AT THIS POINT AND SEVERAL
 MJ0121'FEET NORTH AND SOUTH THEREOF WAS MADE WITH FINDING ANY MARK.
 MJ0121'NO MATERIAL SURFACE DISTURBANCE IS KNOWN SINCE 1934.
 MJ0121
 MJ0121                          STATION RECOVERY (1945)
 MJ0121
 MJ0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 MJ0121'AT CRESTON.
 MJ0121'AT CRESTON, UNION COUNTY, NEAR THE EAST EDGE OF TOWN, 500 FEET
 MJ0121'NORTH OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD ABANDONED
 MJ0121'MACHINE SHOP USED IN 1945 FOR STORAGE, NEAR THE INTERSECTION OF
 MJ0121'MILLS AND CHERRY STREETS, 221 FEET EAST OF THE CENTERLINE OF
 MJ0121'CHERRY STREET, 10 FEET NORTH OF THE PROLONGATION OF THE
 MJ0121'CENTERLINE OF MILLS STREET, IN LINE WITH THE FACE OF THE NORTH
 MJ0121'CURB, AND JUST UNDER THE SURFACE OF THE EAST SIDE OF THE HORSE
 MJ0121'SHOW TRACK.  A STANDARD TRIANGULATION STATION DISK, STAMPED
 MJ0121'CRESTON 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 MJ0121'GROUND.  NOTE-- THIS MARK IS NOW JUST UNDER SURFACE OF EAST SIDE
 MJ0121'OF HORSE SHOW TRACK AND IN PRODUCED LINE OF FACE OF NORTH CURB
 MJ0121'OF MILLS ST. BUILDING REFERRED TO AS ROUND HOUSE IS REALLY THE
 MJ0121'ABANDONED MACHINE SHOP, NOW USED FOR STORAGE.
 MJ0121
 MJ0121                          STATION RECOVERY (1958)
 MJ0121
 MJ0121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MJ0121'THE STATION WAS RECOVERED AS IN THE ORIGINAL DESCRIPTION.
 MJ0121'THE DIRECTION TO REFERENCE MARK 2 AND THE AZIMUTH MARK DID
 MJ0121'NOT CHECK.  PINE STREET MENTIONED IN THE DESCRIPTION OF THE
 MJ0121'AZIMUTH MARK HAS BEEN WIDENED.  REFERENCE MARK 2 IS NOW 12 INCHES
 MJ0121'BELOW THE SURFACE OF THE GROUND.  A POWER POLE HAS BEEN SET NEAR
 MJ0121'REFERENCE MARK 2 AND THE LINE IS GRAZING.  A REFERENCE
 MJ0121'MARK 3 WAS SET AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 MJ0121'
 MJ0121'THE STATION IS IN THE EAST PART OF THE TOWN OF CRESTON, IN THE
 MJ0121'SOUTHEAST 1/4 SECTION 1, T 72 N, R 31 W, ON LAND OWNED BY THE
 MJ0121'CHICAGO, BURLINGTON AND QUINCY RAILROAD.  IT IS ON THE
 MJ0121'HIGHEST POINT OF A VACANT LOT AND NEAR THE WEST SLOPE, 225
 MJ0121'FEET EAST OF THE CENTERLINE OF CHERRY STREET AND ON LINE WITH
 MJ0121'THE PROJECTION OF THE NORTH CURB OF MILL STREET.  THE MONUMENT
 MJ0121'IS FLUSH AND THE DISK IS STAMPED CRESTON 1934.
 MJ0121'
 MJ0121'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MJ0121'BRONZE DISKS SET IN CONCRETE.
 MJ0121'
 MJ0121'REFERENCE MARK 1 IS 204 FEET NORTH OF THE CENTERLINE OF
 MJ0121'MONTGOMERY STREET, 32 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MJ0121'A FRAME HOUSE, 24 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 MJ0121'FRAME HOUSE, 23 FEET WEST OF THE CENTERLINE OF CHERRY STREET AND
 MJ0121'2 FEET EAST OF THE EAST EDGE OF A SIDEWALK.  THE MONUMENT IS
 MJ0121'FLUSH AND THE DISK IS STAMPED CRESTON NO 1 1934.
 MJ0121'
 MJ0121'REFERENCE MARK 2 IS 31 FEET NORTHEAST OF THE NORTHEAST CORNER
 MJ0121'OF A FRAME HOUSE, 26 FEET WEST OF THE CENTERLINE OF CHERRY STREET,
 MJ0121'6 FEET NORTHWEST OF A POWER POLE, 2 FEET SOUTHEAST OF THE
 MJ0121'SOUTHEAST CORNER OF A FRAME HOUSE AND 1.6 FEET EAST OF THE
 MJ0121'EAST EDGE OF A SIDEWALK.  THE MONUMENT IS 12 INCHES BELOW THE
 MJ0121'SURFACE OF THE GROUND AND THE DISK IS STAMPED CRESTON NO 2 1934.
 MJ0121'
 MJ0121'REFERENCE MARK 3 IS 47 FEET SOUTH OF THE CENTERLINE OF A DIRT
 MJ0121'ROAD, 20 FEET NORTH OF THE NORTH SIDE OF A BARN, 1 FOOT SOUTHWEST
 MJ0121'OF A WHTIE WITNESS POST AND 1 FOOT WEST OF A FENCE CORNER.
 MJ0121'THE MONUMENT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND
 MJ0121'AND THE DISK IS STAMPED CRESTON NO 3 1934.
 MJ0121'
 MJ0121'THE AZIMUTH MARK IS 43 FEET SOUTHEAST OF THE INTERSECTION OF
 MJ0121'MILL STREET AND PINE STREET, 21 FEET SOUTH OF THE CENTERLINE OF
 MJ0121'MILL STREET, 12 FEET NORTH OF THE NORTHWEST CORNER OF A BRICK
 MJ0121'BUILDING AND 4 FEET SOUTH OF THE SOUTH CURB OF MILL STREET.
 MJ0121'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CRESTON 1934.
 MJ0121'
 MJ0121'HEIGHT OF LIGHT ABOVE MARK 30 METERS.
 MJ0121
 MJ0121                          STATION RECOVERY (1977)
 MJ0121
 MJ0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MJ0121'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 MJ0121'REFERENCE MARK 2 WAS NOT DUG FOR THIS AS IT IS IN A YARD 12 INCHES
 MJ0121'BELOW THE GROUND SURFACE.  THE STATION MARK AND REFERENCE MARK 3
 MJ0121'WERE NOT FOUND AND THE MEASUREMENTS SHOW THE STATION TO BE IN A
 MJ0121'SURFACE ROAD KNOWN AS MILL STREET.  AT A LATER DATE WHEN THE CITY
 MJ0121'ENGINEER IS AVAILABLE FOR HIS ASSISTANCE, THE SUB-SURFACE STATION
 MJ0121'MARK WILL BE SEARCHED FOR AND IF FOUND THE NECESSARY MAINTENANCE
 MJ0121'WILL BE PERFORMED.
 MJ0121'
 MJ0121'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CRESTON.
 MJ0121
 MJ0121                          STATION RECOVERY (1978)
 MJ0121
 MJ0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 MJ0121'RM 1 TO RM 2 OBSTRUCTED BY POWERLINE POLE.
 MJ0121'
 MJ0121'STATION MARK WAS RECOVERED IN FAIR CONDITION WITH PART OF THE DISK
 MJ0121'MISSING.  REFERENCE MARKS 1.2, AND THE AZIMUTH MARK WERE RECOVERED
 MJ0121'IN GOOD CONDITION.  REFERENCE MARK 3 HAS BEEN DESTROYED.  THE
 MJ0121'DISTANCE TO REFERENCE MARK 2 DIFFERED BY 0.01 FOOT LONGER.  THE
 MJ0121'DISTANCE AND DIRECTION TO REFERENCE MARK 1 COULD NOT BE
 MJ0121'VERIFIED BECAUSE OF AN OBSTRUCTION.  THE DIRECTION FROM THE
 MJ0121'AZIMUTH MARK TO REFERENCE MARK 2 AND THE CRESTON MUNICIPAL WATER
 MJ0121'TANK DIFFERED BY 15 SECONDS SMALLER AND 0.1 SECOND LARGER
 MJ0121'RESPECTIVELY.  THE STATION MARK IS NOW IN THE NORTHERN EDGE OF MILLS
 MJ0121'STREET INTERFERES WITH STREET MAINTENANCE AS WELL AS BEING
 MJ0121'HAZARDOUS TO USE, THEREFORE CRESTON 2 WAS ESTABLISHED.  THE
 MJ0121'MONUMENT WAS LEFT IN PLACE TO AVOID LEAVING A LARGE HOLE IN THE
 MJ0121'STREET.  THE CRESTON CITY ENGINEERS OFFICE WAS CONTACTED AND
 MJ0121'INFORMED THAT CRESTON 2 HAS BEEN ESTABLISHED.  FOLLOWING IS A NEW
 MJ0121'DESCRIPTION.
 MJ0121'
 MJ0121'THE STATION IS IN THE EASTERN PART OF THE CITY OF CRESTON, 250 FEET
 MJ0121'EAST OF THE INTERSECTION OF MILLS AN CHERRY STREET AND IN THE WEST
 MJ0121'BOUND TRAFFIC LANE OF MILLS STREET.
 MJ0121'
 MJ0121'THE AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 MJ0121'MILLS AND PINE STREETS, WEST OF THE STATION.
 MJ0121'
 MJ0121'STATION MARK IS A STANDARD DISK, STAMPING NO LONGER LEGIBLE, SET IN
 MJ0121'THE TOP OF A SQUARE CONCRETE POST 1 INCH BELOW THE STREET SURFACE.
 MJ0121'IT IS 250 FEET EAST OF THE CENTERLINE OF CHERRY STREET, 30.0 FEET
 MJ0121'NORTHWEST OF A POWERLINE POLE NUMBER 2 AND 6.0 FEET SOUTH OF THE
 MJ0121'NORTH EDGE OF MILLS STREET.
 MJ0121'
 MJ0121'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRESTON NO 1 1934, SET
 MJ0121'IN TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 32
 MJ0121'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AT 206 NORTH
 MJ0121'CHERRY STREET, 24 FEET NORTHEAST OF A HOUSE AT 204 NORTH CHERRY
 MJ0121'STREET AND 23 FEET WEST OF THE CENTERLINE OF THE STREET.
 MJ0121'
 MJ0121'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRESTON NO 2 1934, SET
 MJ0121'IN THE TOP OF A SQUARE CONCRETE POST THAT IS 12 INCHES BELOW THE
 MJ0121'GROUND SURFACE.  IT IS 21.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST OF
 MJ0121'THE CORNER OF THE HOUSE AT 306 NORTH CHERRY STREET, 5.5 FEET WEST
 MJ0121'OF CURB OF THE STREET, 2.5 FEET EAST OF THE EAST EDGE OF A BRICK
 MJ0121'SIDWALK AND 2.2 FEET NORTH-NORTHWEST OF A POWERLINE POLE.
 MJ0121'
 MJ0121'CRESTON 2 STATION MARKS ARE STANDARD DISK, STAMPED CRESTON 2 1978.
 MJ0121'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 MJ0121'2 INCHES BELOW THE GROUND SURFACE.  IT IS 252.0 FEET EAST OF THE
 MJ0121'CENTERLINE OF CHERRY STREET, 42.5 FEET SOUTH OF THE CENTERLINE OF
 MJ0121'MILL STREET, 25.0 FEET NORTHEAST OF A GRAVEL DRIVE LEADING TO THE
 MJ0121'CRESTON LIVESTOCK AUCTION AND 20.4 FEET SOUTHEAST OF A POWERLINE
 MJ0121'POLE NUMBERED 2.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MJ0121'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 MJ0121'
 MJ0121'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED CRESTON 1934
 MJ0121'AZIMUTH, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 3 INCHES
 MJ0121'BELOW THE GROUND SURFACE.  IT IS 19.7 FEET NORTHEAST OF A FIRE
 MJ0121'HYDRANT, 17.2 FEET EAST OF THE EAST CURB OF PINE STREET AND 4.0
 MJ0121'FEET SOUTH OF THE SOUTH CURB OF MILLS STREET.
 MJ0121'
 MJ0121'ALL MARKS ARE BENCH MARKS ALSO, THE ELEVATION FOR CRESTON 2 BEING
 MJ0121'TRANSFERRED FROM CRESTON.  THIS MARK IS 0.006 METER LOWER THAN
 MJ0121'CRESTON.
 MJ0121'
 MJ0121'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CRESTON.
 MJ0121
 MJ0121                          STATION RECOVERY (1978)
 MJ0121
 MJ0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 MJ0121'MARK WAS RECOVERED IN FAIR CONDITION WITH THE PART OF THE DISK
 MJ0121'MISS-ING. 250 FEET EAST OF THE CENTERLINE OF CHERRY STREET IN
 MJ0121'CRESTON, 30 FT NORTH NORTHEAST OF A POWERLINE POLE NUMBERED 2 AND 69
 MJ0121'2 AND 6.0 FT SOUTH OF THE NORTH EDGE OF MILL STREET, IN WEST BOUND
 MJ0121'TRAFFIC LANE OF MILLS STREET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1092 ***********************************************************************
 MJ1092  DESIGNATION -  CRESTON 2
 MJ1092  PID         -  MJ1092
 MJ1092  STATE/COUNTY-  IA/UNION
 MJ1092  USGS QUAD   -  CRESTON EAST (1980)
 MJ1092
 MJ1092                         *CURRENT SURVEY CONTROL
 MJ1092  ___________________________________________________________________
 MJ1092* NAD 83(1996)-  41 03 34.48159(N)    094 21 20.93502(W)     ADJUSTED  
 MJ1092* NAVD 88     -       399.53   (meters)    1310.8    (feet)  RESET     
 MJ1092  ___________________________________________________________________
 MJ1092  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 MJ1092  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 MJ1092
 MJ1092  HORZ ORDER  -  THIRD
 MJ1092  VERT ORDER  -  THIRD
 MJ1092
 MJ1092.The horizontal coordinates were established by classical geodetic methods
 MJ1092.and adjusted by the National Geodetic Survey in May 1999..
 MJ1092.No horizontal observational check was made to the station.
 MJ1092
 MJ1092.The orthometric height was computed from unverified reset data.
 MJ1092
 MJ1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1092
 MJ1092.The geoid height was determined by GEOID03.
 MJ1092
 MJ1092;                    North         East     Units Scale Factor Converg.
 MJ1092;SPC IA S     -   118,018.161   428,065.356   MT  0.99995140   -0 33 49.4
 MJ1092;UTM  15      - 4,546,256.310   386,075.116   MT  0.99975974   -0 53 26.4
 MJ1092
 MJ1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1092!SPC IA S     -   0.99994215  x   0.99995140  =   0.99989356
 MJ1092!UTM  15      -   0.99994215  x   0.99975974  =   0.99970191
 MJ1092
 MJ1092|---------------------------------------------------------------------|
 MJ1092| PID    Reference Object                     Distance      Geod. Az  |
 MJ1092|                                                           dddmmss.s |
 MJ1092| MJ0122 CRESTON RM 1                                       23625     |
 MJ1092| MJ1088 CRESTON MUNICIPAL TANK              352.228 METERS 23915     |
 MJ1092| MJ0120 CRESTON AZ MK                       462.561 METERS 2703207.4 |
 MJ1092| MJ0123 CRESTON RM 2                                       31148     |
 MJ1092| MJ0121 CRESTON                              16.902 METERS 32914     |
 MJ1092|---------------------------------------------------------------------|
 MJ1092
 MJ1092                          SUPERSEDED SURVEY CONTROL
 MJ1092
 MJ1092  NAD 83(1986)-  41 03 34.48316(N)    094 21 20.96167(W) AD(       ) 3
 MJ1092  NGVD 29 (05/12/04)  399.39   (m)         1310.3    (f) RESET       3  
 MJ1092
 MJ1092.Superseded values are not recommended for survey control.
 MJ1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1092.See file dsdata.txt to determine how the superseded data were derived.
 MJ1092
 MJ1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF8607546256(NAD 83)
 MJ1092_MARKER: DS = TRIANGULATION STATION DISK
 MJ1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1092_SP_SET: CONCRETE POST
 MJ1092_STAMPING: CRESTON 2 1978
 MJ1092_MARK LOGO: NGS   
 MJ1092_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1092+STABILITY: SURFACE MOTION
 MJ1092
 MJ1092  HISTORY     - Date     Condition        Report By
 MJ1092  HISTORY     - 1978     MONUMENTED       NGS
 MJ1092  HISTORY     - 1978     GOOD             NGS
 MJ1092  HISTORY     - 19780823 GOOD             NGS
 MJ1092
 MJ1092                          STATION DESCRIPTION
 MJ1092
 MJ1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 MJ1092'THE STATION IS IN THE EAST PART OF THE CITY OF CRESTON, 252 FEET
 MJ1092'EAST OF THE INTERSECTION OF MILLS AND CHERRY STREETS AND ON THE
 MJ1092'PROPERTY OF THE CRESTON LIVESTOCK AUCTION COMPANY, 201 NORTH CHERRY
 MJ1092'STREET, CRESTON, IOWA.  TELEPHONE NUMBER 515-782-7025.
 MJ1092'
 MJ1092'THE AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF MILLS AND CHERRY
 MJ1092'STREETS 0.3 MILE WEST OF THE STATION.
 MJ1092'
 MJ1092'STATION MARKS ARE STANDARD DISKS, STAMPED CRESTON 2 1978.  THE
 MJ1092'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 MJ1092'2 INCHES BELOW THE GROUND SURFACE.  IT IS 252.0 FEET EAST OF THE
 MJ1092'CENTERLINE OF CHERRY STREET, 42.5 FEET SOUTH OF THE CENTERLINE
 MJ1092'OF MILLS STREET, 25.0 FEET NORTHEAST OF A GRAVEL DRIVE LEADING
 MJ1092'TO THE SALE BARN AND 20.4 FEET SOUTHEAST OF A POWERLINE POLE
 MJ1092'NUMBERED 2.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MJ1092'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 MJ1092'
 MJ1092'CRESTON 1934 IS A STANDARD DISK, A PORTION OF WHICH HAS BEEN
 MJ1092'DESTROYED, THE STAMPING NO LONGER LEGIBLE, SET IN THE TOP OF A
 MJ1092'SQUARE CONCRETE POST THAT IS 1 INCH BELOW THE SURFACE OF MILLS
 MJ1092'STREET.  IT IS 250 FEET EAST OF THE CENTERLINE OF CHERRY STREET,
 MJ1092'30.0 FEET NORTH-NORTHWEST OF THE POWERLINE POLE NUMBERED 2 AND
 MJ1092'6.0 FEET SOUTH OF THE NORTH EDGE OF MILLS STREET.
 MJ1092'
 MJ1092'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRESTON NO 1 1934,
 MJ1092'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2
 MJ1092'INCHES.  IT IS 32 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE
 MJ1092'AT 206 NORTH CHERRY STREET, 24.0 FEET NORTHEAST OF THE NORTHEAST
 MJ1092'CORNER OF A HOUSE AT 204 NORTH CHERRY STREET AND 23 FEET WEST OF
 MJ1092'THE CENTERLINE OF THE STREET.
 MJ1092'
 MJ1092'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRESTON NO 2 1934,
 MJ1092'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 12 INCHES BELOW
 MJ1092'THE GROUND SURFACE.  IT IS 21.5 FEET EAST-SOUTHEAST OF THE
 MJ1092'SOUTHEAST CORNER OF A HOUSE AT 306 NORTH CHERRY STREET, 5.5 FEET
 MJ1092'WEST OF THE WEST CURB OF THE STREET, 2.5 FEET EAST OF THE EAST
 MJ1092'EDGE OF A BRICK SIDEWALK AND 2.2 FEET NORTH-NORTHWEST OF A
 MJ1092'POWERLINE POLE.
 MJ1092'
 MJ1092'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED CRESTON 1934
 MJ1092'AZIMUTH, SET IN TOP OF A SQUARE CONCRETE POST THAT IS 3 INCHES BELOW
 MJ1092'THE GROUND.  IT IS 19.7 FEET NORTHEAST OF A FIRE HYDRANT, 17.2
 MJ1092'FEET EAST OF THE EAST CURB OF PINE STREET, 12.0 FEET
 MJ1092'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A RED BRICK BUILDING AND
 MJ1092'4.0 FEET SOUTH OF THE SOUTH CURB OF MILLS STREET.
 MJ1092'
 MJ1092'ALL MARKS ARE BENCH MARKS ALSO, THE ELEVATION FOR THE STATION
 MJ1092'BEING TRANSFERRED FROM CRESTON.  STATION IS 0.006 METER LOWER
 MJ1092'THAN CRESTON.
 MJ1092'
 MJ1092'NEAREST TOWN--CRESTON.
 MJ1092
 MJ1092                          STATION RECOVERY (1978)
 MJ1092
 MJ1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 MJ1092'RECOVERED IN GOOD CONDITION.
 MJ1092
 MJ1092                          STATION RECOVERY (1978)
 MJ1092
 MJ1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 MJ1092'IN CRESTON, 250 FEET (76.2 M) EAST OF THE INTERSECTION OF MILLS AND
 MJ1092'CHERRY STREETS, 42.5 FEET (13.0 M) SOUTH OF THE CENTERLINE OF MILLS
 MJ1092'STREET, 25.0 FEET (7.6 M) NORTHEAST OF A DRIVE LEADING SOUTHEAST INTO
 MJ1092'A CATTLE AUCTION YARD, 20.4 FEET (6.2 M) SOUTHEAST OF A POWERLINE
 MJ1092'POLE NUMBERED 2 AND ON GROUNDS OF THE CRESTON LIVESTOCK AUCTION
 MJ1092'COMPANY, 201 CHERRY STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0120 ***********************************************************************
 MJ0120  DESIGNATION -  CRESTON AZ MK
 MJ0120  PID         -  MJ0120
 MJ0120  STATE/COUNTY-  IA/UNION
 MJ0120  USGS QUAD   -  CRESTON EAST (1980)
 MJ0120
 MJ0120                         *CURRENT SURVEY CONTROL
 MJ0120  ___________________________________________________________________
 MJ0120* NAD 83(1996)-  41 03 34.62123(N)    094 21 40.74421(W)     ADJUSTED  
 MJ0120* NAVD 88     -       398.465  (meters)    1307.30   (feet)  ADJUSTED  
 MJ0120  ___________________________________________________________________
 MJ0120  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 MJ0120  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 MJ0120  DYNAMIC HT  -         398.267 (meters)    1306.65  (feet)  COMP
 MJ0120  MODELED GRAV-     980,116.3   (mgal)                       NAVD 88
 MJ0120
 MJ0120  HORZ ORDER  -  SECOND
 MJ0120  VERT ORDER  -  SECOND    CLASS 0
 MJ0120
 MJ0120.The horizontal coordinates were established by classical geodetic methods
 MJ0120.and adjusted by the National Geodetic Survey in May 1999..
 MJ0120
 MJ0120.The orthometric height was determined by differential leveling
 MJ0120.and adjusted by the National Geodetic Survey in June 1991..
 MJ0120
 MJ0120.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0120
 MJ0120.The geoid height was determined by GEOID03.
 MJ0120
 MJ0120.The dynamic height is computed by dividing the NAVD 88
 MJ0120.geopotential number by the normal gravity value computed on the
 MJ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0120.degrees latitude (g = 980.6199 gals.).
 MJ0120
 MJ0120.The modeled gravity was interpolated from observed gravity values.
 MJ0120
 MJ0120;                    North         East     Units Scale Factor Converg.
 MJ0120;SPC IA S     -   118,027.034   427,602.902   MT  0.99995140   -0 34 02.5
 MJ0120;UTM  15      - 4,546,267.819   385,612.809   MT  0.99976104   -0 53 39.4
 MJ0120
 MJ0120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0120!SPC IA S     -   0.99994232  x   0.99995140  =   0.99989372
 MJ0120!UTM  15      -   0.99994232  x   0.99976104  =   0.99970337
 MJ0120
 MJ0120:                Primary Azimuth Mark                     Grid Az
 MJ0120:SPC IA S     -  CRESTON                                  089 16 34.4
 MJ0120:UTM  15      -  CRESTON                                  089 36 11.3
 MJ0120
 MJ0120|---------------------------------------------------------------------|
 MJ0120| PID    Reference Object                     Distance      Geod. Az  |
 MJ0120|                                                           dddmmss.s |
 MJ0120| MJ0121 CRESTON                             454.010 METERS 0884231.9 |
 MJ0120| MJ1092 CRESTON 2                           462.561 METERS 0903154.4 |
 MJ0120|---------------------------------------------------------------------|
 MJ0120
 MJ0120                          SUPERSEDED SURVEY CONTROL
 MJ0120
 MJ0120  NAD 83(1986)-  41 03 34.62295(N)    094 21 40.77094(W) AD(       ) 2
 MJ0120  NGVD 29 (??/??/92)  398.329  (m)         1306.85   (f) ADJ UNCH    2 0
 MJ0120
 MJ0120.Superseded values are not recommended for survey control.
 MJ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0120.See file dsdata.txt to determine how the superseded data were derived.
 MJ0120
 MJ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF8561346268(NAD 83)
 MJ0120_MARKER: DZ = AZIMUTH MARK DISK
 MJ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0120_STAMPING: CRESTON 1934
 MJ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0120+STABILITY: SURFACE MOTION
 MJ0120
 MJ0120  HISTORY     - Date     Condition        Report By
 MJ0120  HISTORY     - 1978     MONUMENTED       NGS
 MJ0120  HISTORY     - 1945     GOOD             NGS
 MJ0120  HISTORY     - 1978     GOOD             NGS
 MJ0120
 MJ0120                          STATION DESCRIPTION
 MJ0120
 MJ0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 MJ0120'THE STATION IS IN THE EAST PART OF THE CITY OF CRESTON, 252 FEET
 MJ0120'EAST OF THE INTERSECTION OF MILLS AND CHERRY STREETS AND ON
 MJ0120'THE PROPERTY OF THE CRESTON LIVESTOCK AUCTION COMPANY, 201 NORTH
 MJ0120'CHERRY STREET, CRESTON, IOWA.  TELEPHONE NUMBER 515-782-7025.
 MJ0120'
 MJ0120'THE AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF MILLS AND CHERRY
 MJ0120'STREETS 0.3 MILE WEST OF THE STATION.
 MJ0120'
 MJ0120'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED CRESTON 1934
 MJ0120'AZIMUTH, SET IN TOP OF A SQUARE CONCRETE POST THAT IS 3 INCHES BELOW
 MJ0120'THE GROUND.  IT IS 19.7 FEET NORTHEAST OF A FIRE HYDRANT, 17.2
 MJ0120'FEET EAST OF THE EAST CURB OF PINE STREET, 12.0 FEET
 MJ0120'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A RED BRICK BUILDING AND
 MJ0120'4.0 FEET SOUTH OF THE SOUTH CURB OF MILLS STREET.
 MJ0120'
 MJ0120'NEAREST TOWN--CRESTON.
 MJ0120
 MJ0120                          STATION RECOVERY (1945)
 MJ0120
 MJ0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 MJ0120'AT CRESTON.
 MJ0120'AT CRESTON, UNION COUNTY, AT THE INTERSECTION OF MILLS AND
 MJ0120'PINE STREETS, 18 FEET EAST OF THE EAST CURB OF PINE STREET,
 MJ0120'3 FEET SOUTH OF THE SOUTH CURB OF MILLS STREET, AND 2 INCHES
 MJ0120'ABOVE THE SIDEWALK.  A STANDARD AZIMUTH MARK DISK, STAMPED
 MJ0120'CRESTON 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MJ0120
 MJ0120                          STATION RECOVERY (1978)
 MJ0120
 MJ0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 MJ0120'RECOVERED IN GOOD CONDITION AT CRESTON IN THE SOUTHEAST ANGLE OF
 MJ0120'MILLS AND PINE STREETS, 19.7 FT NORTHEAST OF A FIRE HYDRANT, 17.2
 MJ0120'FEET EAST OF THE EAST CURB OF PINE STREET, 12.0 FT NORTH-NORTHEAST OF
 MJ0120'A RED BRICK BUILDING AND 4.0 SOUTH OF THE SOUTH CURB OF MILLS STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1090 ***********************************************************************
 MJ1090  DESIGNATION -  CRESTON FARMERS COOP ELEVATOR
 MJ1090  PID         -  MJ1090
 MJ1090  STATE/COUNTY-  IA/UNION
 MJ1090  USGS QUAD   -  CRESTON EAST (1980)
 MJ1090
 MJ1090                         *CURRENT SURVEY CONTROL
 MJ1090  ___________________________________________________________________
 MJ1090* NAD 83(1996)-  41 03 22.62225(N)    094 21 55.68108(W)     ADJUSTED  
 MJ1090* NAVD 88     -                                                        
 MJ1090  ___________________________________________________________________
 MJ1090  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 MJ1090  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 MJ1090
 MJ1090  HORZ ORDER  -  THIRD
 MJ1090
 MJ1090.The horizontal coordinates were established by classical geodetic methods
 MJ1090.and adjusted by the National Geodetic Survey in May 1999..
 MJ1090
 MJ1090
 MJ1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1090
 MJ1090.The geoid height was determined by GEOID03.
 MJ1090
 MJ1090;                    North         East     Units Scale Factor Converg.
 MJ1090;SPC IA S     -   117,660.380   427,250.480   MT  0.99995154   -0 34 12.3
 MJ1090;UTM  15      - 4,545,903.251   385,258.369   MT  0.99976204   -0 53 49.0
 MJ1090
 MJ1090                          SUPERSEDED SURVEY CONTROL
 MJ1090
 MJ1090  NAD 83(1986)-  41 03 22.62370(N)    094 21 55.70796(W) AD(       ) 4
 MJ1090  NAD 27      -  41 03 22.66300(N)    094 21 54.85800(W) AD(       ) 3
 MJ1090
 MJ1090.Superseded values are not recommended for survey control.
 MJ1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1090.See file dsdata.txt to determine how the superseded data were derived.
 MJ1090
 MJ1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF8525845903(NAD 83)
 MJ1090_MARKER: 65 = GRAIN ELEVATOR
 MJ1090
 MJ1090  HISTORY     - Date     Condition        Report By
 MJ1090  HISTORY     - 1958     FIRST OBSERVED   CGS
 MJ1090
 MJ1090                          STATION DESCRIPTION
 MJ1090
 MJ1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MJ1090'THE STATION IS THE LIGHT ON TOP OF THE ELEVATOR.  THE ELEVATOR,
 MJ1090'A GREY CONCRETE STRUCTURE, IS AT THE SOUTHWEST EDGE OF THE BUSINESS
 MJ1090'DISTRICT OF CRESTON.  THE OVERALL HEIGHT IS 175 FEET.  IT IS
 MJ1090'LOCATED AT 309 WEST UNION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1087 ***********************************************************************
 MJ1087  DESIGNATION -  CRESTON IOWA SOU UTIL CO STK
 MJ1087  PID         -  MJ1087
 MJ1087  STATE/COUNTY-  IA/UNION
 MJ1087  USGS QUAD   -  CRESTON EAST (1980)
 MJ1087
 MJ1087                         *CURRENT SURVEY CONTROL
 MJ1087  ___________________________________________________________________
 MJ1087* NAD 83(1996)-  41 03 26.90934(N)    094 21 35.44011(W)     ADJUSTED  
 MJ1087* NAVD 88     -                                                        
 MJ1087  ___________________________________________________________________
 MJ1087  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 MJ1087  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 MJ1087
 MJ1087  HORZ ORDER  -  THIRD
 MJ1087
 MJ1087.The horizontal coordinates were established by classical geodetic methods
 MJ1087.and adjusted by the National Geodetic Survey in May 1999..
 MJ1087
 MJ1087
 MJ1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1087
 MJ1087.The geoid height was determined by GEOID03.
 MJ1087
 MJ1087;                    North         East     Units Scale Factor Converg.
 MJ1087;SPC IA S     -   117,787.931   427,724.388   MT  0.99995149   -0 33 59.0
 MJ1087;UTM  15      - 4,546,028.072   385,732.907   MT  0.99976070   -0 53 35.7
 MJ1087
 MJ1087                          SUPERSEDED SURVEY CONTROL
 MJ1087
 MJ1087  NAD 83(1986)-  41 03 26.90949(N)    094 21 35.46943(W) AD(       ) 4
 MJ1087  NAD 27      -  41 03 26.94900(N)    094 21 34.61800(W) AD(       ) 3
 MJ1087
 MJ1087.Superseded values are not recommended for survey control.
 MJ1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1087.See file dsdata.txt to determine how the superseded data were derived.
 MJ1087
 MJ1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF8573346028(NAD 83)
 MJ1087_MARKER: 63 = STACK
 MJ1087
 MJ1087  HISTORY     - Date     Condition        Report By
 MJ1087  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1087  HISTORY     - 1958     GOOD             CGS
 MJ1087
 MJ1087                          STATION DESCRIPTION
 MJ1087
 MJ1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1087'THIS STATION IS THE CENTER OF A TALL, RED-BRICK STACK AT THE
 MJ1087'GENERATING PLANT OF THE IOWA SOUTHERN UTILITIES COMPANY.  THE
 MJ1087'STACK IS APPROXIMATELY 100 FEET HIGH AND HAS A COLLAR AND SLIGHT
 MJ1087'FLARE AT THE TOP.  IT IS LOCATED AT THE INTERSECTION OF WALNUT
 MJ1087'AND ADAMS STREETS AND ADJACENT TO THE CHICAGO, BURLINGTON AND
 MJ1087'QUINCY RAILROAD.  IT WAS ERECTED IN 1905.
 MJ1087
 MJ1087                          STATION RECOVERY (1958)
 MJ1087
 MJ1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MJ1087'THE STATION IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1088 ***********************************************************************
 MJ1088  DESIGNATION -  CRESTON MUNICIPAL TANK
 MJ1088  PID         -  MJ1088
 MJ1088  STATE/COUNTY-  IA/UNION
 MJ1088  USGS QUAD   -  CRESTON EAST (1980)
 MJ1088
 MJ1088                         *CURRENT SURVEY CONTROL
 MJ1088  ___________________________________________________________________
 MJ1088* NAD 83(1996)-  41 03 28.64457(N)    094 21 33.89956(W)     ADJUSTED  
 MJ1088* NAVD 88     -                                                        
 MJ1088  ___________________________________________________________________
 MJ1088  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 MJ1088  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 MJ1088
 MJ1088  HORZ ORDER  -  THIRD
 MJ1088
 MJ1088.The horizontal coordinates were established by classical geodetic methods
 MJ1088.and adjusted by the National Geodetic Survey in May 1999..
 MJ1088
 MJ1088
 MJ1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1088
 MJ1088.The geoid height was determined by GEOID03.
 MJ1088
 MJ1088;                    North         East     Units Scale Factor Converg.
 MJ1088;SPC IA S     -   117,841.099   427,760.886   MT  0.99995147   -0 33 58.0
 MJ1088;UTM  15      - 4,546,081.021   385,769.700   MT  0.99976060   -0 53 34.8
 MJ1088
 MJ1088                          SUPERSEDED SURVEY CONTROL
 MJ1088
 MJ1088  NAD 83(1986)-  41 03 28.64615(N)    094 21 33.92610(W) AD(       ) 4
 MJ1088  NAD 27      -  41 03 28.68700(N)    094 21 33.07400(W) AD(       ) 3
 MJ1088
 MJ1088.Superseded values are not recommended for survey control.
 MJ1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1088.See file dsdata.txt to determine how the superseded data were derived.
 MJ1088
 MJ1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF8577046081(NAD 83)
 MJ1088_MARKER: 53 = ELEVATED TANK
 MJ1088
 MJ1088  HISTORY     - Date     Condition        Report By
 MJ1088  HISTORY     - 1958     FIRST OBSERVED   CGS
 MJ1088  HISTORY     - 1978     GOOD             NGS
 MJ1088
 MJ1088                          STATION DESCRIPTION
 MJ1088
 MJ1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MJ1088'THE STATION IS THE FINIAL ATOP THE WATER TANK.  THE TANK IS
 MJ1088'SILVER COLORED AND IS SUPPORTED BY A BLACK 10-LEGGED STRUCTURE.
 MJ1088'THE OVERALL HEIGHT IS 140 FEET.  IT IS LOCATED BETWEEN EAST
 MJ1088'ADAMS ST. AND EAST MONTGOMERY ST. AND IS 1/2 BLOCK EAST OF
 MJ1088'WALNUT ST.
 MJ1088
 MJ1088                          STATION RECOVERY (1978)
 MJ1088
 MJ1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 MJ1088'STATION WAS RECOVERED AS DESCRIBED BY GLENN W. MOORE IN 1958.  POINT
 MJ1088'OBSERVED UPON IS THE FINIAL ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1093 ***********************************************************************
 MJ1093  DESIGNATION -  CRESTON RADIO STA KSIB MAST
 MJ1093  PID         -  MJ1093
 MJ1093  STATE/COUNTY-  IA/UNION
 MJ1093  USGS QUAD   -  CRESTON WEST (1981)
 MJ1093
 MJ1093                         *CURRENT SURVEY CONTROL
 MJ1093  ___________________________________________________________________
 MJ1093* NAD 83(1996)-  41 02 16.00463(N)    094 23 38.55559(W)     ADJUSTED  
 MJ1093* NAVD 88     -                                                        
 MJ1093  ___________________________________________________________________
 MJ1093  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 MJ1093  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 MJ1093
 MJ1093  HORZ ORDER  -  THIRD
 MJ1093
 MJ1093.The horizontal coordinates were established by classical geodetic methods
 MJ1093.and adjusted by the National Geodetic Survey in May 1999..
 MJ1093
 MJ1093
 MJ1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1093
 MJ1093.The geoid height was determined by GEOID03.
 MJ1093
 MJ1093;                    North         East     Units Scale Factor Converg.
 MJ1093;SPC IA S     -   115,629.824   424,827.377   MT  0.99995240   -0 35 20.1
 MJ1093;UTM  15      - 4,543,886.919   382,824.182   MT  0.99976899   -0 54 55.3
 MJ1093
 MJ1093                          SUPERSEDED SURVEY CONTROL
 MJ1093
 MJ1093  NAD 83(1986)-  41 02 16.00560(N)    094 23 38.58319(W) AD(       ) 4
 MJ1093  NAD 27      -  41 02 16.04700(N)    094 23 37.72700(W) AD(       ) 3
 MJ1093
 MJ1093.Superseded values are not recommended for survey control.
 MJ1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1093.See file dsdata.txt to determine how the superseded data were derived.
 MJ1093
 MJ1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF8282443887(NAD 83)
 MJ1093_MARKER: 42 = RADIO/TV MAST
 MJ1093
 MJ1093  HISTORY     - Date     Condition        Report By
 MJ1093  HISTORY     - 1958     FIRST OBSERVED   CGS
 MJ1093
 MJ1093                          STATION DESCRIPTION
 MJ1093
 MJ1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MJ1093'THE STATION IS THE TOP LIGHT ON THE MAST.  THE MAST IS LOCATED
 MJ1093'ABOUT 1-1/2 MILES SOUTHWEST OF THE BUSINESS DISTRICT OF CRESTON
 MJ1093'AND ON THE NORTH SIDE OF U.S. HIGHWAY 34.  IT IS 228 FEET HIGH,
 MJ1093'SUPPORTED BY GUY WIRES AND IS PAINTED ALTERNATELY RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0122 ***********************************************************************
 MJ0122  DESIGNATION -  CRESTON RM 1
 MJ0122  PID         -  MJ0122
 MJ0122  STATE/COUNTY-  IA/UNION
 MJ0122  USGS QUAD   -  CRESTON EAST (1980)
 MJ0122
 MJ0122                         *CURRENT SURVEY CONTROL
 MJ0122  ___________________________________________________________________
 MJ0122* NAD 83(1986)-  41 03 33.     (N)    094 21 25.     (W)     SCALED    
 MJ0122* NAVD 88     -       399.379  (meters)    1310.30   (feet)  ADJUSTED  
 MJ0122  ___________________________________________________________________
 MJ0122  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 MJ0122  DYNAMIC HT  -         399.181 (meters)    1309.65  (feet)  COMP
 MJ0122  MODELED GRAV-     980,116.6   (mgal)                       NAVD 88
 MJ0122
 MJ0122  VERT ORDER  -  SECOND    CLASS 0
 MJ0122
 MJ0122.The horizontal coordinates were scaled from a topographic map and have
 MJ0122.an estimated accuracy of +/- 6 seconds.
 MJ0122
 MJ0122.The orthometric height was determined by differential leveling
 MJ0122.and adjusted by the National Geodetic Survey in June 1991..
 MJ0122
 MJ0122.The geoid height was determined by GEOID03.
 MJ0122
 MJ0122.The dynamic height is computed by dividing the NAVD 88
 MJ0122.geopotential number by the normal gravity value computed on the
 MJ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0122.degrees latitude (g = 980.6199 gals.).
 MJ0122
 MJ0122.The modeled gravity was interpolated from observed gravity values.
 MJ0122
 MJ0122;                    North         East    Units  Estimated Accuracy
 MJ0122;SPC IA S     -   117,970.      427,970.      MT  (+/- 180 meters Scaled)
 MJ0122
 MJ0122                          SUPERSEDED SURVEY CONTROL
 MJ0122
 MJ0122  NGVD 29 (??/??/92)  399.244  (m)         1309.85   (f) ADJ UNCH    2 0
 MJ0122
 MJ0122.Superseded values are not recommended for survey control.
 MJ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0122.See file dsdata.txt to determine how the superseded data were derived.
 MJ0122
 MJ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF859462(NAD 83)
 MJ0122_MARKER: DB = BENCH MARK DISK
 MJ0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0122_STAMPING: CRESTON NO 1 1934
 MJ0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0122+STABILITY: SURFACE MOTION
 MJ0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0122+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 MJ0122
 MJ0122  HISTORY     - Date     Condition        Report By
 MJ0122  HISTORY     - 1934     MONUMENTED       CGS
 MJ0122  HISTORY     - 1945     GOOD             NGS
 MJ0122  HISTORY     - 1978     GOOD             NGS
 MJ0122  HISTORY     - 20021031 GOOD             JCLS
 MJ0122
 MJ0122                          STATION DESCRIPTION
 MJ0122
 MJ0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 MJ0122'AT CRESTON.
 MJ0122'AT CRESTON, UNION COUNTY, NEAR THE INTERSECTION OF MILLS AND
 MJ0122'CHERRY STREETS, 216 FEET SOUTH OF THE CENTERLINE OF MILLS
 MJ0122'STREET, 22 FEET WEST OF THE CENTERLINE OF CHERRY STREET, IN A
 MJ0122'SIDEWALK PARK, AND 6 INCHES HIGHER THAN THE STREET.  A STANDARD
 MJ0122'REFERENCE MARK DISK, STAMPED CRESTON NO 1 1934 AND SET IN THE TOP
 MJ0122'OF A CONCRETE POST.
 MJ0122
 MJ0122                          STATION RECOVERY (1978)
 MJ0122
 MJ0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 MJ0122'RECOVERED IN GOOD CONDITION. AT CRESTON ON NORTH CHERRY STREET, 32 FT
 MJ0122'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AT 206 NORTH CHERRY
 MJ0122'STREET, 24.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE AT 204
 MJ0122'NORTH CHERRY STREET AND 23.0 FEET WEST OF THE CENTERLINE OF CHERRY
 MJ0122'STREET.
 MJ0122
 MJ0122                          STATION RECOVERY (2002)
 MJ0122
 MJ0122'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 MJ0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0123 ***********************************************************************
 MJ0123  DESIGNATION -  CRESTON RM 2
 MJ0123  PID         -  MJ0123
 MJ0123  STATE/COUNTY-  IA/UNION
 MJ0123  USGS QUAD   -  CRESTON EAST (1980)
 MJ0123
 MJ0123                         *CURRENT SURVEY CONTROL
 MJ0123  ___________________________________________________________________
 MJ0123* NAD 83(1986)-  41 03 35.     (N)    094 21 25.     (W)     SCALED    
 MJ0123* NAVD 88     -       396.596  (meters)    1301.17   (feet)  ADJUSTED  
 MJ0123  ___________________________________________________________________
 MJ0123  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 MJ0123  DYNAMIC HT  -         396.400 (meters)    1300.52  (feet)  COMP
 MJ0123  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 MJ0123
 MJ0123  VERT ORDER  -  SECOND    CLASS 0
 MJ0123
 MJ0123.The horizontal coordinates were scaled from a topographic map and have
 MJ0123.an estimated accuracy of +/- 6 seconds.
 MJ0123
 MJ0123.The orthometric height was determined by differential leveling
 MJ0123.and adjusted by the National Geodetic Survey in June 1991..
 MJ0123
 MJ0123.The geoid height was determined by GEOID03.
 MJ0123
 MJ0123.The dynamic height is computed by dividing the NAVD 88
 MJ0123.geopotential number by the normal gravity value computed on the
 MJ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0123.degrees latitude (g = 980.6199 gals.).
 MJ0123
 MJ0123.The modeled gravity was interpolated from observed gravity values.
 MJ0123
 MJ0123;                    North         East    Units  Estimated Accuracy
 MJ0123;SPC IA S     -   118,040.      427,970.      MT  (+/- 180 meters Scaled)
 MJ0123
 MJ0123                          SUPERSEDED SURVEY CONTROL
 MJ0123
 MJ0123  NGVD 29 (??/??/92)  396.461  (m)         1300.72   (f) ADJ UNCH    2 0
 MJ0123
 MJ0123.Superseded values are not recommended for survey control.
 MJ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0123.See file dsdata.txt to determine how the superseded data were derived.
 MJ0123
 MJ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF859462(NAD 83)
 MJ0123_MARKER: DB = BENCH MARK DISK
 MJ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0123_STAMPING: CRESTON NO 2 1934
 MJ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0123+STABILITY: SURFACE MOTION
 MJ0123
 MJ0123  HISTORY     - Date     Condition        Report By
 MJ0123  HISTORY     - 1934     MONUMENTED       CGS
 MJ0123  HISTORY     - 1945     MARK NOT FOUND   NGS
 MJ0123  HISTORY     - 1978     GOOD             NGS
 MJ0123
 MJ0123                          STATION DESCRIPTION
 MJ0123
 MJ0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 MJ0123'AT CRESTON.
 MJ0123'AT CRESTON, UNION COUNTY, NEAR THE INTERSECTION OF MILLS AND
 MJ0123'CHERRY STREETS, 211 FEET NORTH OF THE CENTERLINE OF MILLS STREET,
 MJ0123'26 FEET WEST OF THE CENTERLINE OF CHERRY STREET, AT THE EDGE OF
 MJ0123'THE SIDEWALK, AND 6 INCHES LOWER THAN THE STREET.  A STANDARD
 MJ0123'REFERENCE MARK DISK, STAMPED CRESTON NO 2 1934 AND SET IN THE
 MJ0123'TOP OF A CONCRETE POST.  NOTE-- DIGGING TO ONE FOOT BELOW
 MJ0123'SIDEWALK LEVEL OR ONE AND ONE HALF FEET BELOW PAVED STREET
 MJ0123'SURFACE, DILIGENT SEARCH AT POINT INDICATED IN LISTING DATED
 MJ0123'SEPT. 1939 AND SEVERAL FEET NORTH AND SOUTH THEREOF WITHOUT
 MJ0123'FINDING ANY MARK.
 MJ0123
 MJ0123                          STATION RECOVERY (1978)
 MJ0123
 MJ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 MJ0123'MARK WAS RECOVERED IN GOOD CONDITION. PREVIOUS REFERENCE MEASURMENTS
 MJ0123'WERE IN ERROR . AT CRESTON 21.5 FEET EAST-SOUTHEAST OF A HOUSE AT 306
 MJ0123'NORTH CHERRY STREET, 5.5 FEET WEST OF THE WEST CURB OF CHERRY STREET,
 MJ0123'2.5 FEET EAST OF THE EAST EDGE OF A BRICK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1089 ***********************************************************************
 MJ1089  DESIGNATION -  CRESTON UNION CO CTHSE CUPOLA
 MJ1089  PID         -  MJ1089
 MJ1089  STATE/COUNTY-  IA/UNION
 MJ1089  USGS QUAD   -  CRESTON EAST (1980)
 MJ1089
 MJ1089                         *CURRENT SURVEY CONTROL
 MJ1089  ___________________________________________________________________
 MJ1089* NAD 83(1996)-  41 03 33.91667(N)    094 21 40.41412(W)     ADJUSTED  
 MJ1089* NAVD 88     -                                                        
 MJ1089  ___________________________________________________________________
 MJ1089  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 MJ1089  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 MJ1089
 MJ1089  HORZ ORDER  -  THIRD
 MJ1089
 MJ1089.The horizontal coordinates were established by classical geodetic methods
 MJ1089.and adjusted by the National Geodetic Survey in May 1999..
 MJ1089
 MJ1089
 MJ1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1089
 MJ1089.The geoid height was determined by GEOID03.
 MJ1089
 MJ1089;                    North         East     Units Scale Factor Converg.
 MJ1089;SPC IA S     -   118,005.225   427,610.394   MT  0.99995140   -0 34 02.2
 MJ1089;UTM  15      - 4,546,245.972   385,620.175   MT  0.99976102   -0 53 39.1
 MJ1089
 MJ1089                          SUPERSEDED SURVEY CONTROL
 MJ1089
 MJ1089  NAD 83(1986)-  41 03 33.91784(N)    094 21 40.44826(W) AD(       ) 4
 MJ1089  NAD 27      -  41 03 33.95700(N)    094 21 39.60300(W) AD(       ) 3
 MJ1089
 MJ1089.Superseded values are not recommended for survey control.
 MJ1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1089.See file dsdata.txt to determine how the superseded data were derived.
 MJ1089
 MJ1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF8562046246(NAD 83)
 MJ1089_MARKER: 86 = CUPOLA
 MJ1089
 MJ1089  HISTORY     - Date     Condition        Report By
 MJ1089  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1089  HISTORY     - 1958     GOOD             CGS
 MJ1089
 MJ1089                          STATION DESCRIPTION
 MJ1089
 MJ1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1089'THIS STATION IS THE CENTER OF A LARGE ORNAMENTAL FINIAL ATOP THE
 MJ1089'CUPOLA OF THE UNION COUNTY COURTHOUSE.  THE CUPOLA IS SQUARE AND
 MJ1089'HAS A WHITE DOME-SHAPED ROOF AT THE CENTER OF WHICH IS A LARGE
 MJ1089'ORNAMENTAL FINIAL.  THERE IS A WHITE-LOUVERED BELFRY WITH A COLUMN
 MJ1089'AT EACH OF THE FOUR CORNERS.  UNION COUNTY COURTHOUSE IS LOCATED
 MJ1089'ON THE SE CORNER OF MILLS AND PINE STREETS IN THE CITY OF
 MJ1089'CRESTON.  IT WAS ERECTED IN 1888.
 MJ1089
 MJ1089                          STATION RECOVERY (1958)
 MJ1089
 MJ1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MJ1089'A NEW COURTHOUSE HAS BEEN CONSTRUCTED AND THE STATION IS NO
 MJ1089'LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1425 ***********************************************************************
 MJ1425  SACS        -  This is a Secondary Airport Control Station.
 MJ1425  DESIGNATION -  CRESTPORT
 MJ1425  PID         -  MJ1425
 MJ1425  STATE/COUNTY-  IA/UNION
 MJ1425  USGS QUAD   -  CRESTON EAST (1980)
 MJ1425
 MJ1425                         *CURRENT SURVEY CONTROL
 MJ1425  ___________________________________________________________________
 MJ1425* NAD 83(1996)-  41 01 09.89418(N)    094 21 46.59001(W)     ADJUSTED  
 MJ1425* NAVD 88     -       394.50   (meters)    1294.3    (feet)  GPS OBS   
 MJ1425  ___________________________________________________________________
 MJ1425  X           -    -366,635.505 (meters)                     COMP
 MJ1425  Y           -  -4,805,484.638 (meters)                     COMP
 MJ1425  Z           -   4,164,288.914 (meters)                     COMP
 MJ1425  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 MJ1425  ELLIP HEIGHT-         363.71  (meters)          (10/12/99) GPS OBS
 MJ1425  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 MJ1425
 MJ1425  HORZ ORDER  -  FIRST
 MJ1425  ELLP ORDER  -  FOURTH    CLASS II
 MJ1425
 MJ1425.This mark is at Creston Municipal Airport (CSQ)
 MJ1425
 MJ1425.The horizontal coordinates were established by GPS observations
 MJ1425.and adjusted by the National Geodetic Survey in October 1999..
 MJ1425
 MJ1425.The orthometric height was determined by GPS observations and a
 MJ1425.high-resolution geoid model.
 MJ1425
 MJ1425.GPS derived orthometric heights for airport stations designated as
 MJ1425.PACS or SACS are published to 2 decimal places.  This maintains
 MJ1425.centimeter relative accuracy between the PACS and SACS.  It does
 MJ1425.not indicate centimeter accuracy relative to other marks which are
 MJ1425.part of the NAVD 88 network.
 MJ1425
 MJ1425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1425
 MJ1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1425
 MJ1425.The ellipsoidal height was determined by GPS observations
 MJ1425.and is referenced to NAD 83.
 MJ1425
 MJ1425.The geoid height was determined by GEOID03.
 MJ1425
 MJ1425;                    North         East     Units Scale Factor Converg.
 MJ1425;SPC IA S     -   113,564.204   427,422.127   MT  0.99995336   -0 34 06.3
 MJ1425;UTM  15      - 4,541,806.944   385,406.641   MT  0.99976162   -0 53 40.6
 MJ1425
 MJ1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1425!SPC IA S     -   0.99994295  x   0.99995336  =   0.99989631
 MJ1425!UTM  15      -   0.99994295  x   0.99976162  =   0.99970459
 MJ1425
 MJ1425:                Primary Azimuth Mark                     Grid Az
 MJ1425:SPC IA S     -  CRESTPORT AZ MK                          165 21 21.9
 MJ1425:UTM  15      -  CRESTPORT AZ MK                          165 40 56.2
 MJ1425
 MJ1425|---------------------------------------------------------------------|
 MJ1425| PID    Reference Object                     Distance      Geod. Az  |
 MJ1425|                                                           dddmmss.s |
 MJ1425| MJ1426 CRESTPORT AZ MK                     APPROX. 0.6 KM 1644715.6 |
 MJ1425|---------------------------------------------------------------------|
 MJ1425
 MJ1425                          SUPERSEDED SURVEY CONTROL
 MJ1425
 MJ1425  NAD 83(1996)-  41 01 09.89367(N)    094 21 46.59183(W) AD(       ) 3
 MJ1425  ELLIP H (05/06/99)  363.75   (m)                       GP(       ) 4 1
 MJ1425  NAD 83(1986)-  41 01 09.88999(N)    094 21 46.57866(W) AD(       ) 3
 MJ1425  NGVD 29 (07/09/90)  394.3    (m)         1294.     (f) GPS OBS        
 MJ1425
 MJ1425.Superseded values are not recommended for survey control.
 MJ1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1425.See file dsdata.txt to determine how the superseded data were derived.
 MJ1425
 MJ1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF8540741807(NAD 83)
 MJ1425_MARKER: I = METAL ROD
 MJ1425_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1425_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1425_STAMPING: CRESTPORT 1989
 MJ1425_MARK LOGO: NGS   
 MJ1425_PROJECTION: FLUSH
 MJ1425_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1425+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1999
 MJ1425_ROD/PIPE-DEPTH: 7.5  meters
 MJ1425_SLEEVE-DEPTH  : 0.91 meters
 MJ1425
 MJ1425  HISTORY     - Date     Condition        Report By
 MJ1425  HISTORY     - 1989     MONUMENTED       NGS
 MJ1425  HISTORY     - 19990803 GOOD             NGS
 MJ1425
 MJ1425                          STATION DESCRIPTION
 MJ1425
 MJ1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1425'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTH OF CRESTON, AT THE
 MJ1425'CRESTON MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE ENTRANCE RAMP AND
 MJ1425'RUNWAY.  OWNERSHIP--CITY OF CRESTON, CRESTON, IA 50801, PHONE (515)
 MJ1425'782-2383.  THE AIRPORT MANAGER IS BILL KLECKNER.
 MJ1425'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 34 AND STATE
 MJ1425'HIGHWAY 25, AT THE SOUTHWEST CORNER OF CRESTON, GO EAST ON US HIGHWAY
 MJ1425'34 FOR 1.25 KM (0.80 MI) TO THE JUNCTION OF CHERRY STREET.  TURN
 MJ1425'RIGHT, SOUTH, ON CHERRY STREET FOR 3.15 KM (1.95 MI) TO THE END OF THE
 MJ1425'STREET AND THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, WEST, ON
 MJ1425'THE ENTRANCE ROAD FOR 0.3 KM (0.20 MI) TO A ROAD ON THE RIGHT AT THE
 MJ1425'AIRPORT OFFICE.  TURN RIGHT, WESTERLY, ONTO THE APRON AND ENTRANCE
 MJ1425'RAMP TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE LEFT.
 MJ1425'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MJ1425'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 MJ1425'SURROUNDED BY CONCRETE.  LOCATED 20.25 M (66.4 FT) EAST OF THE CENTER
 MJ1425'OF THE RUNWAY, 16.85 M (55.3 FT) 6.5 M (21.3 FT) SOUTHEAST OF THE
 MJ1425'CURVED EDGE OF THE ENTRANCE RAMP, 5.0 M (16.4 FT) SOUTH-SOUTHEAST OF A
 MJ1425'RAMP BEACON LIGHT AND 5.0 M (16.4 FT) SOUTH-SOUTHEAST OF A FIBERGLASS
 MJ1425'WITNESS POST.
 MJ1425'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MJ1425'DESCRIBED BY M. L. MCREADY.
 MJ1425
 MJ1425                          STATION RECOVERY (1999)
 MJ1425
 MJ1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 MJ1425'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1426 ***********************************************************************
 MJ1426  SACS        -  This is a Secondary Airport Control Station.
 MJ1426  DESIGNATION -  CRESTPORT AZ MK
 MJ1426  PID         -  MJ1426
 MJ1426  STATE/COUNTY-  IA/UNION
 MJ1426  USGS QUAD   -  CRESTON EAST (1980)
 MJ1426
 MJ1426                         *CURRENT SURVEY CONTROL
 MJ1426  ___________________________________________________________________
 MJ1426* NAD 83(1996)-  41 00 52.65075(N)    094 21 40.39952(W)     ADJUSTED  
 MJ1426* NAVD 88     -       394.09   (meters)    1292.9    (feet)  GPS OBS   
 MJ1426  ___________________________________________________________________
 MJ1426  X           -    -366,517.806 (meters)                     COMP
 MJ1426  Y           -  -4,805,843.438 (meters)                     COMP
 MJ1426  Z           -   4,163,887.271 (meters)                     COMP
 MJ1426  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 MJ1426  ELLIP HEIGHT-         363.30  (meters)          (10/12/99) GPS OBS
 MJ1426  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 MJ1426
 MJ1426  HORZ ORDER  -  FIRST
 MJ1426  ELLP ORDER  -  FOURTH    CLASS II
 MJ1426
 MJ1426.This mark is at Creston Municipal Airport (CSQ)
 MJ1426
 MJ1426.The horizontal coordinates were established by GPS observations
 MJ1426.and adjusted by the National Geodetic Survey in October 1999..
 MJ1426
 MJ1426.The orthometric height was determined by GPS observations and a
 MJ1426.high-resolution geoid model.
 MJ1426
 MJ1426.GPS derived orthometric heights for airport stations designated as
 MJ1426.PACS or SACS are published to 2 decimal places.  This maintains
 MJ1426.centimeter relative accuracy between the PACS and SACS.  It does
 MJ1426.not indicate centimeter accuracy relative to other marks which are
 MJ1426.part of the NAVD 88 network.
 MJ1426
 MJ1426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1426
 MJ1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1426
 MJ1426.The ellipsoidal height was determined by GPS observations
 MJ1426.and is referenced to NAD 83.
 MJ1426
 MJ1426.The geoid height was determined by GEOID03.
 MJ1426
 MJ1426;                    North         East     Units Scale Factor Converg.
 MJ1426;SPC IA S     -   113,030.889   427,561.482   MT  0.99995363   -0 34 02.2
 MJ1426;UTM  15      - 4,541,272.947   385,542.932   MT  0.99976124   -0 53 36.2
 MJ1426
 MJ1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1426!SPC IA S     -   0.99994302  x   0.99995363  =   0.99989665
 MJ1426!UTM  15      -   0.99994302  x   0.99976124  =   0.99970427
 MJ1426
 MJ1426:                Primary Azimuth Mark                     Grid Az
 MJ1426:SPC IA S     -  CRESTPORT                                345 21 21.9
 MJ1426:UTM  15      -  CRESTPORT                                345 40 55.9
 MJ1426
 MJ1426|---------------------------------------------------------------------|
 MJ1426| PID    Reference Object                     Distance      Geod. Az  |
 MJ1426|                                                           dddmmss.s |
 MJ1426| MJ1425 CRESTPORT                           APPROX. 0.6 KM 3444719.7 |
 MJ1426|---------------------------------------------------------------------|
 MJ1426
 MJ1426                          SUPERSEDED SURVEY CONTROL
 MJ1426
 MJ1426  NAD 83(1996)-  41 00 52.65045(N)    094 21 40.40017(W) AD(       ) 3
 MJ1426  ELLIP H (05/06/99)  363.33   (m)                       GP(       ) 4 1
 MJ1426  NAD 83(1986)-  41 00 52.64677(N)    094 21 40.38705(W) AD(       ) 3
 MJ1426  NGVD 29 (07/09/90)  393.9    (m)         1292.     (f) GPS OBS        
 MJ1426
 MJ1426.Superseded values are not recommended for survey control.
 MJ1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1426.See file dsdata.txt to determine how the superseded data were derived.
 MJ1426
 MJ1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF8554341273(NAD 83)
 MJ1426_MARKER: I = METAL ROD
 MJ1426_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1426_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1426_STAMPING: CRESTPORT AZ MK 1989
 MJ1426_MARK LOGO: NGS   
 MJ1426_PROJECTION: FLUSH
 MJ1426_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1426+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1999
 MJ1426_ROD/PIPE-DEPTH: 7.0  meters
 MJ1426_SLEEVE-DEPTH  : 0.91 meters
 MJ1426
 MJ1426  HISTORY     - Date     Condition        Report By
 MJ1426  HISTORY     - 1989     MONUMENTED       NGS
 MJ1426  HISTORY     - 19990803 GOOD             NGS
 MJ1426
 MJ1426                          STATION DESCRIPTION
 MJ1426
 MJ1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1426'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTH OF CRESTON, AT THE
 MJ1426'CRESTON MUNICIPAL AIRPORT AND AT THE NORTHWEST CORNER OF THE
 MJ1426'TURN-AROUND OF RUNWAY 34.  OWNERSHIP--CITY OF CRESTON, CRESTON, IA
 MJ1426'50801, PHONE (515) 782-2383.  THE AIRPORT MANAGER IS BILL KLECKNER.
 MJ1426'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 34 AND STATE
 MJ1426'HIGHWAY 25, AT THE SOUTHWEST CORNER OF CRESTON, GO EAST ON US HIGHWAY
 MJ1426'34 FOR 1.25 KM (0.80 MI) TO THE JUNCTION OF CHERRY STREET.  TURN
 MJ1426'RIGHT, SOUTH, ON CHERRY STREET FOR 3.15 KM (1.95 MI) TO THE END OF THE
 MJ1426'STREET AND THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, WEST, ON
 MJ1426'THE ENTRANCE ROAD FOR 0.3 KM (0.20 MI) TO A ROAD ON THE RIGHT AT THE
 MJ1426'AIRPORT OFFICE.  TURN RIGHT, WESTERLY, ONTO THE APRON AND ENTRANCE
 MJ1426'RAMP TO THE JUNCTION OF THE RUNWAY.  TURN LEFT, SOUTH, ONTO THE RUNWAY
 MJ1426'FOR 0.7 KM (0.45 MI) TO THE STATION ON THE LEFT.
 MJ1426'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MJ1426'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 MJ1426'SURROUNDED BY CONCRETE.  LOCATED NEAR THE NORTHEAST CORNER OF THE
 MJ1426'TURN-AROUND, 21.0 M (68.9 FT) EAST OF THE CENTER OF THE RUNWAY, 6.9 M
 MJ1426'(22.6 FT) SOUTH OF THE SOUTHWEST ONE OF THREE APPROACH BEACON LIGHTS,
 MJ1426'6.9 M (22.6 FT) SOUTH OF A FIBERGLASS WITNESS POST AND 1.95 M
 MJ1426'(6.4 FT) NORTH OF THE NORTHEAST CORNER OF THE TURN-AROUND.
 MJ1426'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MJ1426'DESCRIBED BY M. L. MCCREADY.
 MJ1426
 MJ1426                          STATION RECOVERY (1999)
 MJ1426
 MJ1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 MJ1426'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0634 ***********************************************************************
 NK0634  DESIGNATION -  CRIB
 NK0634  PID         -  NK0634
 NK0634  STATE/COUNTY-  IA/FLOYD
 NK0634  USGS QUAD   -  NASHUA NW (1971)
 NK0634
 NK0634                         *CURRENT SURVEY CONTROL
 NK0634  ___________________________________________________________________
 NK0634* NAD 83(1996)-  42 57 42.33127(N)    092 41 32.67422(W)     ADJUSTED  
 NK0634* NAVD 88     -       334.0    (meters)    1096.     (feet)  VERTCON   
 NK0634  ___________________________________________________________________
 NK0634  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 NK0634  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 NK0634
 NK0634  HORZ ORDER  -  FIRST
 NK0634
 NK0634.The horizontal coordinates were established by classical geodetic methods
 NK0634.and adjusted by the National Geodetic Survey in May 1999..
 NK0634
 NK0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0634
 NK0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0634
 NK0634.The geoid height was determined by GEOID03.
 NK0634
 NK0634;                    North         East     Units Scale Factor Converg.
 NK0634;SPC IA N     - 1,162,683.794 1,565,888.799   MT  0.99995852   +0 32 50.4
 NK0634;UTM  15      - 4,756,614.070   525,086.745   MT  0.99960774   +0 12 34.7
 NK0634
 NK0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0634!SPC IA N     -   0.99995253  x   0.99995852  =   0.99991105
 NK0634!UTM  15      -   0.99995253  x   0.99960774  =   0.99956028
 NK0634
 NK0634|---------------------------------------------------------------------|
 NK0634| PID    Reference Object                     Distance      Geod. Az  |
 NK0634|                                                           dddmmss.s |
 NK0634| CI6163 CRIB RM 1                             7.968 METERS 17807     |
 NK0634| NK0661 GREENE TV RELAY MAST                APPROX.10.7 KM 2545835.0 |
 NK0634| CI6164 CRIB RM 2                            19.824 METERS 27259     |
 NK0634| CI6162 CRIB AZ MK                                         3565245.1 |
 NK0634|---------------------------------------------------------------------|
 NK0634
 NK0634                          SUPERSEDED SURVEY CONTROL
 NK0634
 NK0634  NAD 83(1996)-  42 57 42.33129(N)    092 41 32.67417(W) AD(       ) 1
 NK0634  NAD 83(1986)-  42 57 42.32546(N)    092 41 32.66835(W) AD(       ) 1
 NK0634  NAD 27      -  42 57 42.43056(N)    092 41 31.97813(W) AD(       ) 1
 NK0634  NGVD 29 (07/19/86)  334.0    (m)         1096.     (f) VERT ANG       
 NK0634
 NK0634.Superseded values are not recommended for survey control.
 NK0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0634.See file dsdata.txt to determine how the superseded data were derived.
 NK0634
 NK0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2508756614(NAD 83)
 NK0634_MARKER: DS = TRIANGULATION STATION DISK
 NK0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0634_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0634+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 NK0634
 NK0634  HISTORY     - Date     Condition        Report By
 NK0634  HISTORY     - 1971     MONUMENTED       NGS
 NK0634  HISTORY     - 20040327 GOOD             JCLS
 NK0634
 NK0634                          STATION DESCRIPTION
 NK0634
 NK0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NK0634'THE STATION IS LOCATED 9 MILES EAST OF MARBLE ROCK, 7 MILES
 NK0634'SOUTH-SOUTHWEST OF CHARLES CITY, ON COUNTY RIGHT-OF-WAY, IN
 NK0634'PLEASANT GROVE TOWNSHIP, AT THE WEST EDGE OF SECTION 13, T 94 N,
 NK0634'R 16 W.
 NK0634'
 NK0634'TO REACH THE STATION FROM THE MARBLE ROCK POST OFFICE, GO NORTH
 NK0634'ON COUNTY ROUTE T 26 FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT
 NK0634'AND GO EAST ON STATE HIGHWAY 54 FOR 3.0 MILES TO ITS END AT
 NK0634'THE JUNCTION OF STATE HIGHWAY 14.  CONTINUE EAST ON COUNTY
 NK0634'ROUTE B 60 FOR 4.0 MILES TO ITS JUNCTION WITH COUNTY ROUTE T 47
 NK0634'ON THE LEFT.  CONTINUE EAST ON ROUTE B 60 FOR 2.0 MILES TO A
 NK0634'CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST ANGLE.  TURN
 NK0634'RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.25 MILE TO THE
 NK0634'STATION ON THE LEFT, AT A FIELD ENTRANCE.
 NK0634'
 NK0634'STATION MARKS ARE STANDARD DISKS STAMPED CRIB 1971.  THE
 NK0634'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NK0634'MONUMENT WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 60.0 FEET
 NK0634'NORTH OF THE NORTHWEST CORNER OF A CORN CRIB, 47.8 FEET NORTH OF
 NK0634'A TELEPHONE POLE, 33 FEET EAST OF THE CENTER OF THE GRAVELED
 NK0634'ROAD, 14 FEET NORTH OF THE CENTER OF THE FIELD ENTRANCE, 6.0
 NK0634'FEET SOUTH OF A METAL WITNESS POST, AND 2.6 FEET WEST OF A
 NK0634'WIRE FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NK0634'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW GROUND.
 NK0634'
 NK0634'REFERENCE MARK 1, A STANDARD DISK STAMPED CRIB NO 1 1971, SET
 NK0634'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 NK0634'FLUSH WITH THE GROUND.  IT IS 34 FEET EAST OF THE CENTER OF THE
 NK0634'GRAVELED ROAD, 34.0 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 NK0634'OF THE CORN CRIB, 32.0 FEET SOUTH OF THE WITNESS POST, AND 13
 NK0634'FEET SOUTH OF THE CENTER OF THE FIELD ENTRANCE.
 NK0634'
 NK0634'REFERENCE MARK 2, A STANDARD DISK STAMPED CRIB NO 2 1971, SET
 NK0634'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 NK0634'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 78 FEET NORTH OF THE
 NK0634'CENTER OF A FIELD ENTRANCE, 33 FEET WEST OF THE CENTER OF THE
 NK0634'GRAVELED ROAD, AND 1.0 FOOT EAST OF A WIRE FENCE.
 NK0634'
 NK0634'THE AZIMUTH MARK, A STANDARD DISK STAMPED CRIB 1971, IS SET
 NK0634'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 NK0634'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 48.5 FEET SOUTH OF THE
 NK0634'CENTER OF ROUTE B 60, 34 FEET WEST OF THE CENTER OF THE GRAVELED
 NK0634'ROAD, 2.5 FEET SOUTH-SOUTHEAST OF A FENCE CORNER POST, 2.0 FEET
 NK0634'SOUTH OF A METAL WITNESS POST, AND 1.0 FOOT EAST OF A WIRE
 NK0634'FENCE.
 NK0634'
 NK0634'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 NK0634
 NK0634                          STATION RECOVERY (2004)
 NK0634
 NK0634'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NK0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0673 ***********************************************************************
 MG0673  DESIGNATION -  CROMBIE RESET
 MG0673  PID         -  MG0673
 MG0673  STATE/COUNTY-  IA/SCOTT
 MG0673  USGS QUAD   -  SILVIS (1991)
 MG0673
 MG0673                         *CURRENT SURVEY CONTROL
 MG0673  ___________________________________________________________________
 MG0673* NAD 83(1996)-  41 37 03.18177(N)    090 30 00.42208(W)     ADJUSTED  
 MG0673* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 MG0673  ___________________________________________________________________
 MG0673  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 MG0673  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0673
 MG0673  HORZ ORDER  -  FIRST
 MG0673
 MG0673.The horizontal coordinates were established by classical geodetic methods
 MG0673.and adjusted by the National Geodetic Survey in May 1999..
 MG0673
 MG0673.The orthometric height was scaled from a topographic map.
 MG0673
 MG0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0673
 MG0673.The geoid height was determined by GEOID03.
 MG0673
 MG0673;                    North         East     Units Scale Factor Converg.
 MG0673;SPC IA S     -   183,941.079   749,969.376   MT  0.99997477   +1 58 33.7
 MG0673;SPC IL W     -   549,660.285   672,210.176   MT  0.99995068   -0 13 17.3
 MG0673;SPC IL W     - 1,803,343.79  2,205,409.55   sFT  0.99995068   -0 13 17.3
 MG0673;UTM  15      - 4,610,333.452   708,277.307   MT  1.00013386   +1 39 39.3
 MG0673
 MG0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0673!SPC IA S     -   0.99996814  x   0.99997477  =   0.99994291
 MG0673!SPC IL W     -   0.99996814  x   0.99995068  =   0.99991882
 MG0673!UTM  15      -   0.99996814  x   1.00013386  =   1.00010199
 MG0673
 MG0673|---------------------------------------------------------------------|
 MG0673| PID    Reference Object                     Distance      Geod. Az  |
 MG0673|                                                           dddmmss.s |
 MG0673| CL8348 CROMBIE RM 1                         42.570 METERS 19057     |
 MG0673| MG0747 DAVENPORT AMER BANK BLDG TWR        APPROX.12.3 KM 2105018.0 |
 MG0673| MG0751 FAIR                                APPROX.13.6 KM 2283333.4 |
 MG0673| CL8349 CROMBIE RM 2                         40.550 METERS 28551     |
 MG0673| MG0742 DEWITT AVIATION BEACON 28           APPROX.22.0 KM 3572821.3 |
 MG0673|---------------------------------------------------------------------|
 MG0673
 MG0673                          SUPERSEDED SURVEY CONTROL
 MG0673
 MG0673  NAD 83(1986)-  41 37 03.18629(N)    090 30 00.43136(W) AD(       ) 1
 MG0673  NAD 27      -  41 37 03.06800(N)    090 29 59.94500(W) AD(       ) 1
 MG0673
 MG0673.Superseded values are not recommended for survey control.
 MG0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0673.See file dsdata.txt to determine how the superseded data were derived.
 MG0673
 MG0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG0827710333(NAD 83)
 MG0673_MARKER: DS = TRIANGULATION STATION DISK
 MG0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0673
 MG0673  HISTORY     - Date     Condition        Report By
 MG0673  HISTORY     - 1931     MONUMENTED       CGS
 MG0673  HISTORY     - 1957     GOOD             CGS
 MG0673  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MG0673  HISTORY     - 1975     GOOD             NGS
 MG0673  HISTORY     - 19961118 MARK NOT FOUND   USPSQD
 MG0673
 MG0673                          STATION DESCRIPTION
 MG0673
 MG0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 MG0673'STATION IS ABOUT 8 MILES NORTH OF DAVENPORT, IOWA, ON GROUNDS
 MG0673'OF THE CROMBIE DISTRICT NO. 2 SCHOOL.  MARK IS IN THE NORTHEAST
 MG0673'CORNER OF SCHOOLYARD, 7.13 METERS NORTH OF NORTHEAST CORNER OF
 MG0673'SCHOOLHOUSE, 11.90 METERS NORTHEAST OF NORTHWEST CORNER OF
 MG0673'SCHOOLHOUSE, 24.2 METERS SOUTH-SOUTHWEST OF CORNER OF WOVEN
 MG0673'WIRE FENCE AT NORTHEAST CORNER OF SCHOOLYARD, AND ABOUT 50
 MG0673'METERS EAST OF CENTERLINE OF NORTH-AND-SOUTH GRAVELED ROAD.
 MG0673'
 MG0673'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 2.0 METERS
 MG0673'NORTH OF EAST-AND-WEST WOVEN WIRE FENCE ON SOUTH SIDE OF
 MG0673'SCHOOLYARD, 26.9 METERS SOUTH OF SOUTHEAST CORNER OF SCHOOLHOUSE,
 MG0673'AND 10 METERS WEST OF CORNER OF WOVEN WIRE FENCE AT SOUTHEAST
 MG0673'CORNER OF SCHOOLYARD.
 MG0673'
 MG0673'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 9 METERS EAST
 MG0673'OF CENTERLINE OF NORTH-AND-SOUTH GRAVELED ROAD, 15 METERS SOUTH
 MG0673'OF CORNER OF WOVEN WIRE FENCE AT NORTHWEST CORNER OF SCHOOLYARD,
 MG0673'AND 33 METERS WEST-NORTHWEST OF NORTHWEST CORNER OF SCHOOLHOUSE.
 MG0673'
 MG0673'HEIGHT OF SIGNAL ABOVE STATION MARK - 31 METERS.
 MG0673
 MG0673                          STATION RECOVERY (1957)
 MG0673
 MG0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 MG0673'STATION AND REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION
 MG0673'AS DESCRIBED.  REFERENCE MARK 2 WAS FOUND ON THE CUT FACE OF
 MG0673'THE BANK ALONG THE ROAD RIGHT-OF-WAY.  THE MARK WAS KNOCKED OUT
 MG0673'OF THE CONCRETE POST AND HAS BEEN RETURNED TO WASHINGTON.
 MG0673
 MG0673                          STATION RECOVERY (1967)
 MG0673
 MG0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MG0673'STATION RECOVERED AND FOUND IN GOOD CONDITION.  THE REFERENCE
 MG0673'MARKS HAD BEEN DESTROYED.  THE SCHOOL HOUSE HAD BEEN REMOVED AND
 MG0673'THE LAND WAS GOING TO BE PUT UNDER CULTIVATION.  THE LAND OWNER
 MG0673'AGREED TO THE STATION BEING LOWERED BELOW PLOW DEPTH.  THE MARK
 MG0673'WAS LOWERED TO 2 FEET BELOW THE GROUND.  THE FARMER PLANS
 MG0673'TO DO SOME LANDSCAPING SO THE MARK MAY NOT BE AS FAR BELOW THE
 MG0673'SURFACE AT A LATER DATE.  TWO NEW REFERENCE MARKS WERE
 MG0673'ESTABLISHED BUT AN AZIMUTH MARK WAS NOT SET AS NO OBJECTS WERE
 MG0673'VISIBLE FROM THE GROUND.
 MG0673'
 MG0673'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 80 AND
 MG0673'U.S. HIGHWAY 61, ABOUT 2.5 MILES NORTH OF DAVENPORT, GO NORTH
 MG0673'ON U.S. 61 FOR 1.1 MILES TO CROSSROADS AND JUNCTION WITH COUNTY
 MG0673'ROAD 387, TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 3.35 MILES
 MG0673'TO CROSSROADS AND JUNCTION WITH COUNTY ROUTE F, TURN LEFT AND
 MG0673'GO NORTH ON COUNTY ROUTE F FOR 0.4 MILE TO STATION ON THE RIGHT.
 MG0673'
 MG0673'THE STATION IS 166 FEET EAST OF THE CENTERLINE OF COUNTY
 MG0673'ROUTE F AND 121.5 FEET EAST OF RIGHT OF WAY FENCE.  THE MARK
 MG0673'IS 24 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 MG0673'STAMPED CROMBIE 1931 1967.
 MG0673'
 MG0673'R.M. NO. 3 IS 44 FEET EAST OF THE CENTERLINE OF THE ROAD, MIDWAY
 MG0673'BETWEEN TWO BRACE POSTS AND 1 FOOT WEST OF RIGHT OF WAY FENCE.
 MG0673'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED CROMBIE 1931
 MG0673'1967 NO 3.
 MG0673'
 MG0673'R.M. NO. 4 IS 44 FEET EAST OF THE CENTERLINE OF THE ROAD,
 MG0673'2.5 FEET NORTH OF NORTH GATE POST FOR STEEL GATE, 1.5 FEET NORTH
 MG0673'OF A METAL WITNESS POST AND 1 FOOT WEST OF RIGHT OF WAY FENCE.
 MG0673'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED CROMBIE 1931
 MG0673'NO 4 1967.
 MG0673'
 MG0673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8
 MG0673'MILES NORTH OF DAVENPORT.
 MG0673
 MG0673                          STATION RECOVERY (1975)
 MG0673
 MG0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MG0673'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED AND
 MG0673'FOUND IN GOOD CONDITION.  DUE TO ROAD CONSTRUCTION, REFERENCE MARKS
 MG0673'3 AND 4 WILL BE DESTROYED.  REFERENCE MARKS 5 AND 6 WERE
 MG0673'ESTABLISHED THIS DATE.  FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 MG0673'
 MG0673'THE STATION IS LOCATED ABOUT 8.0 MILES NORTH OF DAVENPORT AND ABOUT
 MG0673'4.0 MILES WEST OF MT. JOY, IN A FIELD UNDER CULTIVATION OWNED BY
 MG0673'MR. HUGO A. MEYER.
 MG0673'
 MG0673'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 80 AND US
 MG0673'HIGHWAY 61, ABOUT 2.5 MILES NORTH OF DAVENPORT, GO NORTH ON HIGHWAY
 MG0673'61 FOR 1.1 MILES TO A CROSSROAD AND JUNCTION WITH COUNTY ROAD
 MG0673'387, TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 3.35 MILES TO A
 MG0673'CROSSROAD AND JUNCTION WITH COUNTY ROUTE F, TURN LEFT AND GO
 MG0673'NORTH ON ROUTE F FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 MG0673'
 MG0673'THE STATION MARK IS A STANDARD DISK STAMPED CROMBIE 1931 1967, SET
 MG0673'IN THE TOP OF A CONCRETE MONUMENT THAT IS 2 FEET BELOW THE GROUND
 MG0673'SURFACE.  IT IS 163 FEET EAST OF THE CENTER OF ROUTE F AND 112 FEET
 MG0673'EAST OF A NORTH SOUTH FENCE.
 MG0673'
 MG0673'REFERENCE MARK 5 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MG0673'CROMBIE 1931 NO 5 1975 AND FLUSH WITH THE GROUND SURFACE.  IT IS
 MG0673'190 FEET SOUTH OF A T-FENCE, 54 FEET EAST OF THE CENTER OF ROUTE F,
 MG0673'1 FOOT WEST OF THE NORTH-SOUTH FENCE AND 1 FOOT SOUTH-SOUTHWEST
 MG0673'OF A METAL WITNESS POST.
 MG0673'
 MG0673'REFERENCE MARK 6 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MG0673'CROMBIE 1931 NO 6 1975 AND FLUSH WITH THE GROUND SURFACE.  IT IS
 MG0673'1 FOOT WEST OF THE NORTH-SOUTH FENCE, 1 FOOT NORTH-NORTHWEST OF A
 MG0673'METAL WITNESS POST, ABOUT 6 FEET SOUTH OF WHERE FIELDS DIVIDE ON
 MG0673'EAST SIDE OF ROUTE F AND WILL BE ABOUT 6 FEET SOUTH OF A SOUTH
 MG0673'END GATE POST.
 MG0673'
 MG0673'NOTE--DIFFERENCE OF ELEVATION FROM REFERENCE MARK 4 TO REFERENCE
 MG0673'MARK 5 = + 0.105 FEET.
 MG0673'
 MG0673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 MG0673'NORTH OF DAVENPORT.
 MG0673
 MG0673                          STATION RECOVERY (1996)
 MG0673
 MG0673'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0701 ***********************************************************************
 NK0701  DESIGNATION -  CROSS
 NK0701  PID         -  NK0701
 NK0701  STATE/COUNTY-  IA/HARDIN
 NK0701  USGS QUAD   -  OWASA (1979)
 NK0701
 NK0701                         *CURRENT SURVEY CONTROL
 NK0701  ___________________________________________________________________
 NK0701* NAD 83(1996)-  42 29 50.71650(N)    093 08 03.57824(W)     ADJUSTED  
 NK0701* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 NK0701  ___________________________________________________________________
 NK0701  LAPLACE CORR-         -14.88  (seconds)                    DEFLEC99
 NK0701  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 NK0701
 NK0701  HORZ ORDER  -  FIRST
 NK0701
 NK0701.The horizontal coordinates were established by classical geodetic methods
 NK0701.and adjusted by the National Geodetic Survey in May 1999..
 NK0701
 NK0701.The orthometric height was scaled from a topographic map.
 NK0701
 NK0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0701
 NK0701.The geoid height was determined by GEOID03.
 NK0701
 NK0701;                    North         East     Units Scale Factor Converg.
 NK0701;SPC IA N     - 1,110,854.661 1,530,057.567   MT  0.99994976   +0 14 52.2
 NK0701;UTM  15      - 4,705,015.480   488,962.392   MT  0.99960150   -0 05 26.7
 NK0701
 NK0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0701!SPC IA N     -   0.99994634  x   0.99994976  =   0.99989610
 NK0701!UTM  15      -   0.99994634  x   0.99960150  =   0.99954786
 NK0701
 NK0701:                Primary Azimuth Mark                     Grid Az
 NK0701:SPC IA N     -  ACKLEY WATER TANK                        045 47 33.4
 NK0701:UTM  15      -  ACKLEY WATER TANK                        046 07 52.3
 NK0701
 NK0701|---------------------------------------------------------------------|
 NK0701| PID    Reference Object                     Distance      Geod. Az  |
 NK0701|                                                           dddmmss.s |
 NK0701| NK0683 ACKLEY WATER TANK                   APPROX. 9.1 KM 0460225.6 |
 NK0701| NK0699 ELDORA HARDIN CO CTHSE TOWER        APPROX.15.5 KM 1690915.9 |
 NK0701| NK0698 ELDORA STANDPIPE                    APPROX.15.6 KM 1693308.4 |
 NK0701| NK0700 BROER                               APPROX.23.1 KM 1944643.5 |
 NK0701| NK0719 HUBBARD CHURCH STEEPLE CROSS        APPROX.25.2 KM 2115442.7 |
 NK0701| NK0718 HUBBARD WATER TANK                  APPROX.25.1 KM 2120509.9 |
 NK0701| NK0694 IOWA FALLS POWER PLANT CHIMNEY      APPROX.10.5 KM 2830928.4 |
 NK0701| NK0692 IOWA FALLS TOWER                    APPROX.11.4 KM 2865445.8 |
 NK0701|---------------------------------------------------------------------|
 NK0701
 NK0701                          SUPERSEDED SURVEY CONTROL
 NK0701
 NK0701  NAD 83(1996)-  42 29 50.71814(N)    093 08 03.57828(W) AD(       ) 1
 NK0701  NAD 83(1986)-  42 29 50.71499(N)    093 08 03.57490(W) AD(       ) 1
 NK0701  NAD 27      -  42 29 50.78600(N)    093 08 02.85000(W) AD(       ) 1
 NK0701
 NK0701.Superseded values are not recommended for survey control.
 NK0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0701.See file dsdata.txt to determine how the superseded data were derived.
 NK0701
 NK0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8896205015(NAD 83)
 NK0701_MARKER: DS = TRIANGULATION STATION DISK
 NK0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0701_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0701+STABILITY: SURFACE MOTION
 NK0701
 NK0701  HISTORY     - Date     Condition        Report By
 NK0701  HISTORY     - 1926     MONUMENTED       CGS
 NK0701  HISTORY     - 1934     GOOD             IOWAGS
 NK0701
 NK0701                          STATION DESCRIPTION
 NK0701
 NK0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HWH)
 NK0701'ABOUT 6-1/2 MILES EAST AND 1-1/2 MILES SOUTH OF IOWA FALLS, 3/4
 NK0701'MILE SOUTH AND 1/2 MILE WEST OF ROBERTSON RAILROAD STATION,
 NK0701'NEAR THE CENTER OF NORTH HALF-SEC. 30, T. 89 N., R. 19 W., ON
 NK0701'LAND OWNED BY MR. E.L. CROSS.  STATION IS 1 FOOT BELOW SURFACE
 NK0701'OF GROUND, ABOUT 100 METERS WEST OF FARMHOUSE ON EAST-WEST
 NK0701'FENCE LINE, 4.40 METERS EAST OF INTERSECTION WITH NORTH-SOUTH
 NK0701'FENCE.  ON WEST SIDE OF FENCE IS A ROW OF LARGE WILLOW TREES.
 NK0701'
 NK0701'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NK0701'DISKS SET IN CONCRETE.
 NK0701'
 NK0701'REFERENCE MARK NO. 1 IS 4 INCHES ABOVE SURFACE OF GROUND, 1 FOOT
 NK0701'SOUTH OF FENCE PARALLEL TO ROAD (10 YARDS NORTH FROM CENTER)
 NK0701'AT INTERSECTION OF FENCE LINES.
 NK0701'
 NK0701'REFERENCE MARK NO. 2 IS 4 INCHES ABOVE SURFACE OF GROUND, 1
 NK0701'FOOT SOUTH OF FENCE PARALLEL TO ROAD (10 YARDS NORTH FROM
 NK0701'CENTER) ABOUT 10 FEET EAST OF FENCE INTERSECTION.
 NK0701'
 NK0701'HEIGHT OF SIGNAL ABOVE STATION MARK - 23.935 METERS.
 NK0701
 NK0701                          STATION RECOVERY (1934)
 NK0701
 NK0701'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 NK0701'ALL MARKS ARE IN GOOD CONDITION.  DESCRIPTION OF STATION SHOULD
 NK0701'READ, - - - - -, ON LAND OWNED BY MRS. E.L. CROSS.  STATION IS
 NK0701'FLUSH WITH SURFACE OF GROUND, ABOUT 400 FEET NORTHWEST OF
 NK0701'FARMHOUSE - - - - -.
 NK0701'
 NK0701'REFERENCE MARK NO. 1 IS 4 INCHES ABOVE SURFACE OF GROUND, 7
 NK0701'FEET WEST OF THE FENCE CORNER SOUTHWEST OF THE HOUSE, 1 FOOT
 NK0701'SOUTH OF THE FENCE ALONG THE NORTH SIDE OF THE PUBLIC HIGHWAY.
 NK0701'
 NK0701'REFERENCE MARK NO. 2 IS 4 INCHES ABOVE SURFACE OF GROUND, 11.5
 NK0701'FEET EAST OF FENCE CORNER JUST EAST OF ROW OF WILLOW TREES,
 NK0701'1 FOOT SOUTH OF THE FENCE ALONG THE NORTH SIDE OF THE PUBLIC
 NK0701'HIGHWAY, 291.5 FEET WEST OF REFERENCE MARK NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0647 ***********************************************************************
 MH0647  DESIGNATION -  CRYSTAL
 MH0647  PID         -  MH0647
 MH0647  STATE/COUNTY-  IA/LUCAS
 MH0647  USGS QUAD   -  LUCAS (1982)
 MH0647
 MH0647                         *CURRENT SURVEY CONTROL
 MH0647  ___________________________________________________________________
 MH0647* NAD 83(1996)-  41 01 29.80407(N)    093 23 41.63353(W)     ADJUSTED  
 MH0647* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 MH0647  ___________________________________________________________________
 MH0647  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 MH0647  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MH0647
 MH0647  HORZ ORDER  -  SECOND
 MH0647
 MH0647.The horizontal coordinates were established by classical geodetic methods
 MH0647.and adjusted by the National Geodetic Survey in May 1999..
 MH0647
 MH0647.The orthometric height was scaled from a topographic map.
 MH0647
 MH0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0647
 MH0647.The geoid height was determined by GEOID03.
 MH0647
 MH0647;                    North         East     Units Scale Factor Converg.
 MH0647;SPC IA S     -   113,823.685   508,839.007   MT  0.99995306   +0 04 09.2
 MH0647;UTM  15      - 4,541,601.360   466,800.944   MT  0.99961356   -0 15 33.2
 MH0647
 MH0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0647!SPC IA S     -   0.99995474  x   0.99995306  =   0.99990781
 MH0647!UTM  15      -   0.99995474  x   0.99961356  =   0.99956832
 MH0647
 MH0647|---------------------------------------------------------------------|
 MH0647| PID    Reference Object                     Distance      Geod. Az  |
 MH0647|                                                           dddmmss.s |
 MH0647| CL8356 CRYSTAL RM 2                         11.986 METERS 00350     |
 MH0647| CL8354 CRYSTAL AZ MK                                      0230937.2 |
 MH0647| CL8355 CRYSTAL RM 1                         18.922 METERS 09224     |
 MH0647|---------------------------------------------------------------------|
 MH0647
 MH0647                          SUPERSEDED SURVEY CONTROL
 MH0647
 MH0647  NAD 83(1986)-  41 01 29.80959(N)    093 23 41.64458(W) AD(       ) 2
 MH0647  NAD 27      -  41 01 29.81020(N)    093 23 40.88510(W) AD(       ) 2
 MH0647
 MH0647.Superseded values are not recommended for survey control.
 MH0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0647.See file dsdata.txt to determine how the superseded data were derived.
 MH0647
 MH0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF6680141601(NAD 83)
 MH0647_MARKER: DS = TRIANGULATION STATION DISK
 MH0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0647
 MH0647  HISTORY     - Date     Condition        Report By
 MH0647  HISTORY     - 1958     MONUMENTED       CGS
 MH0647
 MH0647                          STATION DESCRIPTION
 MH0647
 MH0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MH0647'THE STATION IS ABOUT 5-1/2 MILES WEST OF CHARITON, ABOUT 3 MILES
 MH0647'EAST OF LUCAS AND ON THE ROAD RIGHT-OF-WAY.  IT IS 133 FEET
 MH0647'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 92
 MH0647'FEET SOUTH OF A TELEPHONE POLE, 32 FEET WEST OF THE CENTERLINE OF
 MH0647'A GRAVELED ROAD, 8 FEET NORTH OF A FENCE CORNER, 5.5 FEET NORTH
 MH0647'OF A WHITE WITNESS POST AND 1 FOOT EAST OF A WIRE FENCE.  THE
 MH0647'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CRYSTAL
 MH0647'1958.
 MH0647'
 MH0647'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 65 AND
 MH0647'34 AT THE SOUTHWEST EDGE OF LUCAS, GO EAST ON HIGHWAY 34 FOR
 MH0647'3.7 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A
 MH0647'GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 MH0647'
 MH0647'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 MH0647'GRAVELED ROAD FOR 0.25 MILE TO WHERE THE ROAD CURVES TO THE EAST.
 MH0647'CONTINUE EAST ON THE GRAVELED ROAD FOR 0.05 MILE TO THE AZIMUTH
 MH0647'MARK ON THE RIGHT.
 MH0647'
 MH0647'REFERENCE MARK 1 IS 77 FEET NORTHWEST OF THE NORTHWEST CORNER
 MH0647'OF A FRAME HOUSE, 30 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 MH0647'ROAD, 3 FEET WEST OF A WIRE FENCE AND 1 FOOT SOUTH OF A POWER
 MH0647'POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MH0647'CRYSTAL NO 1 1958.
 MH0647'
 MH0647'REFERENCE MARK 2 IS 53 FEET SOUTH OF A TELEPHONE POLE, 33 FEET
 MH0647'WEST OF THE CENTERLINE OF THE GRAVELED ROAD AND 6 INCHES
 MH0647'EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE
 MH0647'DISK IS STAMPED CRYSTAL NO 2 1958.
 MH0647'
 MH0647'THE AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 MH0647'ROAD, 4 FEET EAST OF A POWER POLE, 2.5 FEET EAST OF A WHITE
 MH0647'WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT
 MH0647'PROJECTS 3 INCHES AND THE DISK IS STAMPED CRYSTAL 1958.
 MH0647'
 MH0647'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1208 ***********************************************************************
 OO1208  DESIGNATION -  CRYSTAL LAKE MUN TANK
 OO1208  PID         -  OO1208
 OO1208  STATE/COUNTY-  IA/HANCOCK
 OO1208  USGS QUAD   -  CRYSTAL LAKE (1972)
 OO1208
 OO1208                         *CURRENT SURVEY CONTROL
 OO1208  ___________________________________________________________________
 OO1208* NAD 83(1996)-  43 13 08.24034(N)    093 47 35.23777(W)     ADJUSTED  
 OO1208* NAVD 88     -       419.     (meters)    1375.     (feet)  VERTCON   
 OO1208  ___________________________________________________________________
 OO1208  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 OO1208  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 OO1208
 OO1208  HORZ ORDER  -  THIRD
 OO1208
 OO1208.The horizontal coordinates were established by classical geodetic methods
 OO1208.and adjusted by the National Geodetic Survey in May 1999..
 OO1208
 OO1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1208
 OO1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1208
 OO1208.The geoid height was determined by GEOID03.
 OO1208
 OO1208;                    North         East     Units Scale Factor Converg.
 OO1208;SPC IA N     - 1,190,982.774 1,476,183.872   MT  0.99999163   -0 11 55.2
 OO1208;UTM  15      - 4,785,435.234   435,583.854   MT  0.99965104   -0 32 35.3
 OO1208
 OO1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1208!SPC IA N     -   0.99993889  x   0.99999163  =   0.99993052
 OO1208!UTM  15      -   0.99993889  x   0.99965104  =   0.99958995
 OO1208
 OO1208                          SUPERSEDED SURVEY CONTROL
 OO1208
 OO1208  NAD 83(1996)-  43 13 08.24035(N)    093 47 35.23777(W) AD(       ) 4
 OO1208  NAD 83(1986)-  43 13 08.23234(N)    093 47 35.23091(W) AD(       ) 4
 OO1208  NAD 27      -  43 13 08.38204(N)    093 47 34.43976(W) AD(       ) 3
 OO1208  NGVD 29 (07/19/86)  419.     (m)         1375.     (f) VERT ANG       
 OO1208
 OO1208.Superseded values are not recommended for survey control.
 OO1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1208.See file dsdata.txt to determine how the superseded data were derived.
 OO1208
 OO1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH3558485435(NAD 83)
 OO1208_MARKER: 53 = ELEVATED TANK
 OO1208
 OO1208  HISTORY     - Date     Condition        Report By
 OO1208  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1208
 OO1208                          STATION DESCRIPTION
 OO1208
 OO1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1208'CRYSTAL LAKE MUNICIPAL TANK IS LOCATED ABOUT 0.3 MILE SOUTHWEST
 OO1208'OF THE CENTER OF CRYSTAL LAKE.
 OO1208'
 OO1208'THE TANK IS SILVER IN COLOR, RED TOP, CYLINDRICAL SHAPED STEEL
 OO1208'STRUCTURE, SUPPORTED BY 4 TUBULAR LEGS AND HAS THE LEGEND
 OO1208'CRYSTAL LAKE ON THE NORTH AND SOUTH SIDE.
 OO1208'
 OO1208'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK AND HAS
 OO1208'AN OVER-ALL HEIGHT OF 75 FEET.
 OO1208'
 OO1208'TO REACH THE STATION FROM THE POST OFFICE IN CRYSTAL LAKE,
 OO1208'GO WEST ON A PAVED ROAD FOR 0.1 MILE TO A CROSSROAD.  TURN
 OO1208'LEFT AND GO SOUTH ON STATE HIGHWAY 111 FOR 0.35 MILE TO THE
 OO1208'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2133 ***********************************************************************
 AE2133  CBN         -  This is a Cooperative Base Network Control Station.
 AE2133  PACS        -  This is a Primary Airport Control Station.
 AE2133  DESIGNATION -  CSQ A
 AE2133  PID         -  AE2133
 AE2133  STATE/COUNTY-  IA/UNION
 AE2133  USGS QUAD   -  CRESTON EAST (1980)
 AE2133
 AE2133                         *CURRENT SURVEY CONTROL
 AE2133  ___________________________________________________________________
 AE2133* NAD 83(1996)-  41 01 43.91067(N)    094 22 03.36244(W)     ADJUSTED  
 AE2133* NAVD 88     -       395.56   (meters)    1297.8    (feet)  GPS OBS   
 AE2133  ___________________________________________________________________
 AE2133  X           -    -366,973.864 (meters)                     COMP
 AE2133  Y           -  -4,804,768.765 (meters)                     COMP
 AE2133  Z           -   4,165,081.298 (meters)                     COMP
 AE2133  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AE2133  ELLIP HEIGHT-         364.73  (meters)          (06/15/04) GPS OBS
 AE2133  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 AE2133
 AE2133  HORZ ORDER  -  B
 AE2133  ELLP ORDER  -  FOURTH    CLASS I
 AE2133
 AE2133.This mark is at Creston Municipal Airport (CSQ)
 AE2133
 AE2133.The horizontal coordinates were established by GPS observations
 AE2133.and adjusted by the National Geodetic Survey in August 1997..
 AE2133
 AE2133.The orthometric height was determined by GPS observations and a
 AE2133.high-resolution geoid model.
 AE2133
 AE2133.GPS derived orthometric heights for airport stations designated as
 AE2133.PACS or SACS are published to 2 decimal places.  This maintains
 AE2133.centimeter relative accuracy between the PACS and SACS.  It does
 AE2133.not indicate centimeter accuracy relative to other marks which are
 AE2133.part of the NAVD 88 network.
 AE2133
 AE2133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2133
 AE2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2133
 AE2133.The ellipsoidal height was determined by GPS observations
 AE2133.and is referenced to NAD 83.
 AE2133
 AE2133.The geoid height was determined by GEOID03.
 AE2133
 AE2133;                    North         East     Units Scale Factor Converg.
 AE2133;SPC IA S     -   114,617.356   427,040.760   MT  0.99995286   -0 34 17.4
 AE2133;UTM  15      - 4,542,862.049   385,031.349   MT  0.99976268   -0 53 52.2
 AE2133
 AE2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2133!SPC IA S     -   0.99994279  x   0.99995286  =   0.99989565
 AE2133!UTM  15      -   0.99994279  x   0.99976268  =   0.99970549
 AE2133
 AE2133                          SUPERSEDED SURVEY CONTROL
 AE2133
 AE2133  ELLIP H (08/25/97)  364.79   (m)                       GP(       ) 4 1
 AE2133
 AE2133.Superseded values are not recommended for survey control.
 AE2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2133.See file dsdata.txt to determine how the superseded data were derived.
 AE2133
 AE2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF8503142862(NAD 83)
 AE2133_MARKER: I = METAL ROD
 AE2133_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2133_STAMPING: CSQ A 1996
 AE2133_MARK LOGO: NGS   
 AE2133_PROJECTION: FLUSH
 AE2133_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2133+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2005
 AE2133_ROD/PIPE-DEPTH: 7.3  meters
 AE2133_SLEEVE-DEPTH  : 0.9 meters
 AE2133
 AE2133  HISTORY     - Date     Condition        Report By
 AE2133  HISTORY     - 1996     MONUMENTED       NGS
 AE2133  HISTORY     - 19990803 GOOD             NGS
 AE2133  HISTORY     - 20040706 GOOD             AERSVC
 AE2133  HISTORY     - 20050630 GOOD             INDIV
 AE2133
 AE2133                          STATION DESCRIPTION
 AE2133
 AE2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 AE2133'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTH OF CRESTON, IA.,
 AE2133'AT THE CRESTON MUNICIPAL AIRPORT.  JUST SOUTHEAST OF THE MOST
 AE2133'NORTHWEST CORNER OF THE AIRPORT PERIMETER FENCE.  OWNERSHIP--CITY OF
 AE2133'CRESTON, CRESTON, IA.  50801.  AIRPORT MANAGER BILL KLECKNER, PHONE
 AE2133'515-782-2383.  NOTE--THIS STATION IS THE (PACS AND CBN STATION) .  TO
 AE2133'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 34 AND STATE
 AE2133'HIGHWAY 25, AT THE SOUTHWEST CORNER OF CRESTON, GO EAST, 1.25 KM (0.75
 AE2133'MI) ALONG HIGHWAY 34 TO THE JUNCTION OF CHERRY STREET ON THE RIGHT.
 AE2133'TURN RIGHT, SOUTH, 3.0 KM (1.85 MI) ALONG THE STREET TO THE END OF THE
 AE2133'PAVEMENT AND THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,
 AE2133'WEST, 0.3 KM (0.20 MI) ALONG THE ENTRANCE ROAD TO A ROAD ON THE RIGHT
 AE2133'AT THE AIRPORT OFFICE.  TURN RIGHT, WESTERLY, 0.3 KM (0.20 MI) ALONG
 AE2133'THE ROAD CROSSING THE APRON AND ALONG THE TAXI TO THE RUNWAY.  TURN
 AE2133'RIGHT, NORTH-NORTHWEST, 1.1 KM (0.70 MI) ALONG THE RUNWAY PAST RUNWAY
 AE2133'END 16 TO THE NORTH PERIMETER FENCE.  TURN LEFT, WEST, 0.08 KM (0.05
 AE2133'MI) ALONG THE SOUTH SIDE OF THE FENCE TO THE NORTHWEST CORNER AND THE
 AE2133'STATION JUST SOUTHEAST OF THE CORNER. STATION IS 2.3 M (7.5 FT)
 AE2133'SOUTHWEST OF THE EAST BRACED FENCE POST, 2.2 M (7.2 FT) NORTHEAST OF
 AE2133'THE SOUTH BRACED FENCE POST, 1.5 M (4.9 FT) SOUTHEAST OF THE NORTHWEST
 AE2133'CORNER FENCE POST MARKED BM, AND THE STATION IS ABOUT 0.3 M (1.0 FT)
 AE2133'LOWER THAN THE FENCE CORNER AND FLUSH WITH THE GROUND SURFACE.
 AE2133'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  BY R.G.
 AE2133'HAYES
 AE2133
 AE2133                          STATION RECOVERY (1999)
 AE2133
 AE2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AE2133'RECOVERED AS DESCRIBED.
 AE2133
 AE2133                          STATION RECOVERY (2004)
 AE2133
 AE2133'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2004 (BRS)
 AE2133'MARK RECOVERED IN GOOD CONDITION, THE FENCE HAS BEEN MOVED, BUT THE
 AE2133'MARK IS STILL THERE.
 AE2133
 AE2133                          STATION RECOVERY (2005)
 AE2133
 AE2133'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BLY)
 AE2133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1118 ***********************************************************************
 MJ1118  DESIGNATION -  CUMBER
 MJ1118  PID         -  MJ1118
 MJ1118  STATE/COUNTY-  IA/CASS
 MJ1118  USGS QUAD   -  MASSENA (1971)
 MJ1118
 MJ1118                         *CURRENT SURVEY CONTROL
 MJ1118  ___________________________________________________________________
 MJ1118* NAD 83(1996)-  41 15 29.89695(N)    094 49 53.72780(W)     ADJUSTED  
 MJ1118* NAVD 88     -       411.3    (meters)    1349.     (feet)  VERTCON   
 MJ1118  ___________________________________________________________________
 MJ1118  LAPLACE CORR-          -7.10  (seconds)                    DEFLEC99
 MJ1118  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 MJ1118
 MJ1118  HORZ ORDER  -  SECOND
 MJ1118
 MJ1118.The horizontal coordinates were established by classical geodetic methods
 MJ1118.and adjusted by the National Geodetic Survey in May 1999..
 MJ1118
 MJ1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1118
 MJ1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1118
 MJ1118.The geoid height was determined by GEOID03.
 MJ1118
 MJ1118;                    North         East     Units Scale Factor Converg.
 MJ1118;SPC IA S     -   140,587.246   388,414.925   MT  0.99994887   -0 52 37.6
 MJ1118;UTM  15      - 4,569,049.610   346,559.872   MT  0.99988976   -1 12 29.1
 MJ1118
 MJ1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1118!SPC IA S     -   0.99994000  x   0.99994887  =   0.99988888
 MJ1118!UTM  15      -   0.99994000  x   0.99988976  =   0.99982977
 MJ1118
 MJ1118|---------------------------------------------------------------------|
 MJ1118| PID    Reference Object                     Distance      Geod. Az  |
 MJ1118|                                                           dddmmss.s |
 MJ1118| CL6335 CUMBER RM 1                          20.489 METERS 09230     |
 MJ1118| MJ1114 MASSENA MUNICIPAL TANK              APPROX. 5.3 KM 0931101.8 |
 MJ1118| CL6336 CUMBER RM 2                          18.776 METERS 26857     |
 MJ1118| MJ1116 CUMBERLAND MUNICIPAL TANK           APPROX. 3.9 KM 3033735.0 |
 MJ1118|---------------------------------------------------------------------|
 MJ1118
 MJ1118                          SUPERSEDED SURVEY CONTROL
 MJ1118
 MJ1118  NAD 83(1986)-  41 15 29.89420(N)    094 49 53.74897(W) AD(       ) 2
 MJ1118  NAD 27      -  41 15 29.93912(N)    094 49 52.81080(W) AD(       ) 2
 MJ1118  NGVD 29 (07/19/86)  411.2    (m)         1349.     (f) VERT ANG       
 MJ1118
 MJ1118.Superseded values are not recommended for survey control.
 MJ1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1118.See file dsdata.txt to determine how the superseded data were derived.
 MJ1118
 MJ1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF4656069050(NAD 83)
 MJ1118_MARKER: DD = SURVEY DISK
 MJ1118_SETTING: 0 = UNSPECIFIED SETTING
 MJ1118
 MJ1118  HISTORY     - Date     Condition        Report By
 MJ1118  HISTORY     - 1968     MONUMENTED       USGS
 MJ1118
 MJ1118                          STATION DESCRIPTION
 MJ1118
 MJ1118'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1118'STATION IS LOCATED 1 MI S. OF AND 2 MI E. OF CUMBERLAND, ABOUT
 MJ1118'0.15 MI E. OF COR. SECS. 25, 26, 35 AND 36.  T. 75 N., R. 35 W.,
 MJ1118'IN THE RIGHT-OF-WAY OF STATE HWY. 92, 0.15 MI E. OF A GRAVEL
 MJ1118'RD. CROSSING AND ON TOP OF A HIGH CUTBANK.
 MJ1118'
 MJ1118'TO REACH THE STATION FROM THE POST OFFICE AT CUMBERLAND, DRIVE
 MJ1118'S. 1 BLOCK AND W. 1 BLOCK ON STATE HWY. 176, TURN LEFT AND
 MJ1118'CONTINUE ON HWY. 176 S. FOR 0.9 MI TO JCT. WITH STATE HWY. 92,
 MJ1118'TURN LEFT AND DRIVE E. ON HWY. 92 FOR 2.0 MI TO STATION ON THE
 MJ1118'RIGHT.
 MJ1118'
 MJ1118'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED CUMBER
 MJ1118'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED RODS, DRIVEN FLUSH
 MJ1118'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MJ1118'
 MJ1118'STATION MARK IS 98 FT S. OF CENTER OF HWY. 92, 99 FT E. OF
 MJ1118'COR. OF T-FENCE S., 72 FT W. OF A TELEPHONE POLE, 71 FT E. OF
 MJ1118'ANOTHER TELEPHONE POLE, AND 3.0 FT N. OF THE S. RIGHT-OF-WAY
 MJ1118'FENCE AND A METAL WITNESS POST.
 MJ1118'
 MJ1118'REFERENCE MARK 1 IS 67.22 FT (20.489 M.) E. OF STATION, 7.0 FT
 MJ1118'SW. OF A TELEPHONE POLE AND 1 FT N. OF S. RIGHT-OF-WAY FENCE AND
 MJ1118'A METAL WITNESS POST.
 MJ1118'
 MJ1118'REFERENCE MARK 2 IS 61.60 FT (18.776 M.) W. OF STATION, 11.0
 MJ1118'FT SE. OF A TELEPHONE POLE AND 1 FT N. OF S. RIGHT-OF-WAY FENCE
 MJ1118'AND A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1116 ***********************************************************************
 MJ1116  DESIGNATION -  CUMBERLAND MUNICIPAL TANK
 MJ1116  PID         -  MJ1116
 MJ1116  STATE/COUNTY-  IA/CASS
 MJ1116  USGS QUAD   -  MASSENA (1971)
 MJ1116
 MJ1116                         *CURRENT SURVEY CONTROL
 MJ1116  ___________________________________________________________________
 MJ1116* NAD 83(1996)-  41 16 39.33263(N)    094 52 12.17122(W)     ADJUSTED  
 MJ1116* NAVD 88     -                                                        
 MJ1116  ___________________________________________________________________
 MJ1116  LAPLACE CORR-          -6.57  (seconds)                    DEFLEC99
 MJ1116  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 MJ1116
 MJ1116  HORZ ORDER  -  THIRD
 MJ1116
 MJ1116.The horizontal coordinates were established by classical geodetic methods
 MJ1116.and adjusted by the National Geodetic Survey in May 1999..
 MJ1116
 MJ1116
 MJ1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1116
 MJ1116.The geoid height was determined by GEOID03.
 MJ1116
 MJ1116;                    North         East     Units Scale Factor Converg.
 MJ1116;SPC IA S     -   142,778.990   385,226.334   MT  0.99994926   -0 54 08.8
 MJ1116;UTM  15      - 4,571,259.633   343,384.174   MT  0.99990188   -1 14 02.2
 MJ1116
 MJ1116                          SUPERSEDED SURVEY CONTROL
 MJ1116
 MJ1116  NAD 83(1986)-  41 16 39.32895(N)    094 52 12.19445(W) AD(       ) 4
 MJ1116  NAD 27      -  41 16 39.37186(N)    094 52 11.25952(W) AD(       ) 3
 MJ1116
 MJ1116.Superseded values are not recommended for survey control.
 MJ1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1116.See file dsdata.txt to determine how the superseded data were derived.
 MJ1116
 MJ1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF4338471260(NAD 83)
 MJ1116_MARKER: 53 = ELEVATED TANK
 MJ1116
 MJ1116  HISTORY     - Date     Condition        Report By
 MJ1116  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1116
 MJ1116                          STATION DESCRIPTION
 MJ1116
 MJ1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1116'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF CUMBERLAND,
 MJ1116'IOWA.  IT IS LOCATED ON THE NORTHERN EDGE OF THE TOWN, ABOUT 150
 MJ1116'FEET E OF THE CENTER LINE OF MAIN STREET.  ABOUT 0.3 MILE N OF
 MJ1116'SECOND STREET (STATE HIGHWAY 176), IN SECTION 22, T 75 N, R 35 W.
 MJ1116'IT WAS ERECTED IN 1915.  IT IS PROMINENT IN ALL DIRECTIONS.
 MJ1116'
 MJ1116'THE TANK HAS FOUR BLACK TRUSS-WORK LEGS ABOUT 70 FEET HIGH.
 MJ1116'THE OVAL SECTION EXTENDS DOWNWARD ABOUT 10 FEET, FROM WHICH A
 MJ1116'30-INCH BLACK FEED-PIPE JACKET EXTENDS TO THE GROUND.  THE
 MJ1116'VERTICAL SECTION IS BLACK, ABOUT 30 FEET HIGH, HAS A CAT-WALK AND
 MJ1116'RAIL AROUND ITS BASE AND THE WORD CUMBERLAND PAINTED IN WHITE
 MJ1116'LETTERS ON THE N SIDE.  THE CONCAVE CONICAL ROOF IS BLACK AND
 MJ1116'HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 105 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1117 ***********************************************************************
 MJ1117  DESIGNATION -  CUMBERLAND OLD SCHOOL STACK
 MJ1117  PID         -  MJ1117
 MJ1117  STATE/COUNTY-  IA/CASS
 MJ1117  USGS QUAD   -  MASSENA (1971)
 MJ1117
 MJ1117                         *CURRENT SURVEY CONTROL
 MJ1117  ___________________________________________________________________
 MJ1117* NAD 83(1996)-  41 16 32.09299(N)    094 52 07.80011(W)     ADJUSTED  
 MJ1117* NAVD 88     -                                                        
 MJ1117  ___________________________________________________________________
 MJ1117  LAPLACE CORR-          -6.63  (seconds)                    DEFLEC99
 MJ1117  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 MJ1117
 MJ1117  HORZ ORDER  -  THIRD
 MJ1117
 MJ1117.The horizontal coordinates were established by classical geodetic methods
 MJ1117.and adjusted by the National Geodetic Survey in May 1999..
 MJ1117
 MJ1117
 MJ1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1117
 MJ1117.The geoid height was determined by GEOID03.
 MJ1117
 MJ1117;                    North         East     Units Scale Factor Converg.
 MJ1117;SPC IA S     -   142,554.086   385,324.529   MT  0.99994922   -0 54 05.9
 MJ1117;UTM  15      - 4,571,034.175   343,481.061   MT  0.99990150   -1 13 59.1
 MJ1117
 MJ1117                          SUPERSEDED SURVEY CONTROL
 MJ1117
 MJ1117  NAD 83(1986)-  41 16 32.09166(N)    094 52 07.82149(W) AD(       ) 4
 MJ1117  NAD 27      -  41 16 32.14000(N)    094 52 06.88000(W) AD(       ) 3
 MJ1117
 MJ1117.Superseded values are not recommended for survey control.
 MJ1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1117.See file dsdata.txt to determine how the superseded data were derived.
 MJ1117
 MJ1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF4348171034(NAD 83)
 MJ1117_MARKER: 63 = STACK
 MJ1117
 MJ1117  HISTORY     - Date     Condition        Report By
 MJ1117  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1117
 MJ1117                          STATION DESCRIPTION
 MJ1117
 MJ1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1117'THIS STATION IS THE STACK ON THE E SIDE OF THE OLD SCHOOL BUILDING
 MJ1117'IN THE NORTHEASTERN PART OF CUMBERLAND, IOWA.  THE BUILDING IS NO
 MJ1117'LONGER USED AS A SCHOOL.  IT IS NOW SERVING AS THE JANITORS
 MJ1117'QUARTERS.  IT IS LOCATED ABOUT 120 FEET E OF THE CENTER LINE OF
 MJ1117'MONROE STREET AND ABOUT 150 FEET N OF THE CENTER LINE OF FOURTH
 MJ1117'STREET, 25 FEET W OF THE NW CORNER OF CUMBERLAND SCHOOLS, IN
 MJ1117'SECTION 22, T 75 N, R 35 W.  IT IS FAIRLY PROMINENT AND MAY BE
 MJ1117'SEEN FROM MOST POINTS IN ALL DIRECTIONS.  IT WAS ERECTED 1904.
 MJ1117'
 MJ1117'THE STACK IS A RED BRICK STRUCTURE ABOUT 65 FEET HIGH.  IT RISES
 MJ1117'FROM THE GROUND AND IS BUILT FLUSH AGAINST THE E SIDE OF THE OLD
 MJ1117'SCHOOL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0863 ***********************************************************************
 NL0863  DESIGNATION -  CURLEW
 NL0863  PID         -  NL0863
 NL0863  STATE/COUNTY-  IA/PALO ALTO
 NL0863  USGS QUAD   -  MALLARD (1980)
 NL0863
 NL0863                         *CURRENT SURVEY CONTROL
 NL0863  ___________________________________________________________________
 NL0863* NAD 83(1996)-  42 58 53.35554(N)    094 38 51.08310(W)     ADJUSTED  
 NL0863* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 NL0863  ___________________________________________________________________
 NL0863  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 NL0863  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 NL0863
 NL0863  HORZ ORDER  -  FIRST
 NL0863
 NL0863.The horizontal coordinates were established by classical geodetic methods
 NL0863.and adjusted by the National Geodetic Survey in May 1999..
 NL0863
 NL0863.The orthometric height was scaled from a topographic map.
 NL0863
 NL0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0863
 NL0863.The geoid height was determined by GEOID03.
 NL0863
 NL0863;                    North         East     Units Scale Factor Converg.
 NL0863;SPC IA N     - 1,165,195.935 1,406,408.357   MT  0.99996034   -0 46 39.8
 NL0863;UTM  15      - 4,760,075.903   365,671.465   MT  0.99982198   -1 07 24.2
 NL0863
 NL0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0863!SPC IA N     -   0.99994427  x   0.99996034  =   0.99990462
 NL0863!UTM  15      -   0.99994427  x   0.99982198  =   0.99976626
 NL0863
 NL0863:                Primary Azimuth Mark                     Grid Az
 NL0863:SPC IA N     -  WHITTEMORE MUNICIPAL TANK                064 19 17.2
 NL0863:UTM  15      -  WHITTEMORE MUNICIPAL TANK                064 40 01.6
 NL0863
 NL0863|---------------------------------------------------------------------|
 NL0863| PID    Reference Object                     Distance      Geod. Az  |
 NL0863|                                                           dddmmss.s |
 NL0863| OP1019 WHITTEMORE MUNICIPAL TANK           APPROX.20.6 KM 0633237.4 |
 NL0863| CI6165 CURLEW AZ MK                                       0910906.4 |
 NL0863| NL0749 WEST BEND ST PETER AND PAUL CH      APPROX.16.6 KM 0965752.2 |
 NL0863| NL0748 WEST BEND MUNICIPAL TANK            APPROX.16.7 KM 0975355.5 |
 NL0863| NL0860 ROLFE MUNICIPAL TANK                APPROX.21.1 KM 1515952.0 |
 NL0863| NL0859 PLOVER MUNICIPAL TANK               APPROX.11.6 KM 1702438.8 |
 NL0863| NL0861 HAVELOCK MUNICIPAL TANK             APPROX.17.2 KM 1952749.1 |
 NL0863| NL0862 MALLARD MUNICIPAL TANK              APPROX. 5.9 KM 2131129.8 |
 NL0863| CI6168 CURLEW RM 3                          22.790 METERS 24445     |
 NL0863| NL0864 CURLEW AZ MK 2                      APPROX. 0.6 KM 2655633.4 |
 NL0863| CI6169 CURLEW RM 4                          22.784 METERS 31455     |
 NL0863| CI6166 CURLEW RM 1                          34.092 METERS 32204     |
 NL0863| CI6167 CURLEW RM 2                          30.011 METERS 32205     |
 NL0863|---------------------------------------------------------------------|
 NL0863
 NL0863                          SUPERSEDED SURVEY CONTROL
 NL0863
 NL0863  NAD 83(1996)-  42 58 53.35548(N)    094 38 51.08305(W) AD(       ) 1
 NL0863  NAD 83(1986)-  42 58 53.34987(N)    094 38 51.07446(W) AD(       ) 1
 NL0863  NAD 27      -  42 58 53.45700(N)    094 38 50.14200(W) AD(       ) 1
 NL0863
 NL0863.Superseded values are not recommended for survey control.
 NL0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0863.See file dsdata.txt to determine how the superseded data were derived.
 NL0863
 NL0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6567160076(NAD 83)
 NL0863_MARKER: DS = TRIANGULATION STATION DISK
 NL0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0863
 NL0863  HISTORY     - Date     Condition        Report By
 NL0863  HISTORY     - 1934     MONUMENTED       CGS
 NL0863  HISTORY     - 1976     GOOD             NGS
 NL0863
 NL0863                          STATION DESCRIPTION
 NL0863
 NL0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0863'THIS STATION IS ABOUT 9 MILES S OF EMMETSBURG, AND 5 MILES
 NL0863'E OF CURLEW, NEAR THE SE CORNER OF THE SW 1/4 SECTION 5,
 NL0863'T 94 N, R 32 W.  ON LAND OWNED BY MR. ROY CROWLEY.  THE MARK
 NL0863'IS IN MR. CROWLEYS FARMYARD.  70 FEET N OF THE CENTER LINE OF AN
 NL0863'EW ROAD.  109 FEET SE OF THE SE CORNER OF THE HOUSE.  142
 NL0863'FEET S OF A WELL.  AND PROJECTS 3 INCHES.  THE STATION IS
 NL0863'NOT ON THE HIGHEST GROUND IN THE LOCALITY.
 NL0863'
 NL0863'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0863'BRONZE DISKS SET IN CONCRETE.
 NL0863'
 NL0863'REFERENCE MARK NO. 1 IS NE OF THE STATION, AT THE SE CORNER OF
 NL0863'A HOG HOUSE.  136.51 FEET E OF REFERENCE MARK NO. 2, AND MARK
 NL0863'PROJECTS 2 INCHES.
 NL0863'
 NL0863'REFERENCE MARK NO. 2 IS NW OF THE STATION, 27 FEET E OF THE
 NL0863'CENTER OF THE E SIDE OF THE FARMHOUSE, AND MARK PROJECTS 3
 NL0863'INCHES.
 NL0863'
 NL0863'THE AZIMUTH MARK IS E OF THE STATION, 1 FOOT N OF THE S
 NL0863'RIGHT-OF-WAY FENCE OF THE ROAD.  200 YARDS W OF A GROUP OF FARM
 NL0863'BUILDINGS, ON THE W SLOPE OF A NS RIDGE, AND MARK PROJECTS
 NL0863'4 INCHES.
 NL0863'
 NL0863'TO REACH FROM CURLEW, GO E ON GRAVEL ROAD 5 MILES, OR 1.5 MILES
 NL0863'PAST STATE HIGHWAY 17, TO THE STATION.
 NL0863'
 NL0863'ALL LIGHTS COME INTO VIEW AT 64 FEET.
 NL0863
 NL0863                          STATION RECOVERY (1976)
 NL0863
 NL0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NL0863'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 NL0863'GOOD CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR AND NOT FOUND.
 NL0863'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND AND IT IS BELIEVED
 NL0863'THIS MARK WAS DESTROYED WHEN THE ROAD WAS REBUILT.  THE PROPERTY
 NL0863'OWNER REQUESTED REFERENCE MARK 2 BE REMOVED FROM THE AREA AND
 NL0863'AGREED THE STATION MARK WILL BE OK AT ITS PRESENT LOCATION.
 NL0863'REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED
 NL0863'THIS DATE.  REFERENCE MARK 2 WILL BE REMOVED BY THE PROPERTY OWNER
 NL0863'AT A LATER DATE.  THE ANGLE.  BETWEEN THE WATER TANKS LISTED
 NL0863'ABOVE CHECKED THE PREVIOUS ANGLE.  THE DISTANCE AND DIRECTION TO
 NL0863'REFERENCE MARK 2 CHECKED THE PREVIOUS DATA.
 NL0863'
 NL0863'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 NL0863'
 NL0863'THE STATION IS LOCATED 9.0 MILES SOUTH OF EMMETSBURG AND 5.0 MILES
 NL0863'EAST OF CURLEW, NEAR THE SE CORNER OF THE SW 1/4 SEC. 5, T 94 N,
 NL0863'R 32 W, AND IN THE FARM YARD OWNED BY MR. KENNETH C. KENYON, ROUTE
 NL0863'1, MALLARD, IA 50562.
 NL0863'
 NL0863'TO REACH THE STATION FROM THE PUBLIC SCHOOL BUILDING AT CURLEW, GO
 NL0863'EAST ON A SURFACED ROAD FOR 3.0 MILES TO STATE HIGHWAY 4, CONTINUE
 NL0863'EAST ON A SURFACE ROAD FOR 3.0 MILES TO STATE HIGHWAY 4, CONTINUE
 NL0863'EAST ON GRAVELED ROAD FOR 1.2 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 NL0863'CONTINUE EAST ON THE GRAVELED ROAD FOR 0.35 MILE TO MR. KENYONS
 NL0863'FARM HOME AND STATION ON THE LEFT.
 NL0863'
 NL0863'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED CURLEW 1934, SET
 NL0863'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 NL0863'ABOVE THE GROUND SURFACE.  IT IS 105 FEET SOUTHEAST OF THE
 NL0863'SOUTHEAST CORNER OF THE HOUSE, 71 FEET SOUTH-SOUTHWEST OF A POWER
 NL0863'POLE WITH TRANSFORMER, 33 FEET NORTHWEST OF A CORNER FENCE POST,
 NL0863'28 FEET EAST OF THE CENTER OF THE DRIVEWAY TO FARM YARD AND 20 FEET
 NL0863'WEST OF A FENCE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 NL0863'
 NL0863'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 NL0863'CURLEW 1934 NO 3 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 NL0863'88 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 37
 NL0863'FEET WEST OF THE CENTER OF THE DRIVEWAY, 2 FEET EAST OF A TELEPHONE
 NL0863'POLE AND ABOUT 8 FEET LOWER THAT THE STATION.
 NL0863'
 NL0863'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 NL0863'CURLEW 1934 NO 4 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 NL0863'38.5 FEET EAST OF THE SOUTHEAST OF THE CORNER OF THE HOUSE AND 0.8
 NL0863'FOOT SOUTHEAST OF THE SOUTHEAST CORNER OF A SIDEWALK AT THE FRONT
 NL0863'OR EAST SIDE OF THE HOUSE.
 NL0863'
 NL0863'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CURLEW 1934 AZ 2 1976,
 NL0863'SET IN THE TOP OF A 12 INCH ROUND CONCRETE THAT IS FLUSH WITH THE
 NL0863'SURFACE OF THE GROUND.  IT IS 45 FEET SOUTH OF THE CENTER OF THE
 NL0863'GRAVELED ROAD 13 FEET EAST OF THE CENTER OF A FIELD APPROACH,
 NL0863'1.5 FEET NORTHEAST THE EAST END GATE POST, 1.5 FEET
 NL0863'WEST-NORTHWEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A
 NL0863'FENCELINE.
 NL0863'
 NL0863'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF
 NL0863'CURLEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0648 ***********************************************************************
 NL0648  DESIGNATION -  CUSHING
 NL0648  PID         -  NL0648
 NL0648  STATE/COUNTY-  IA/WOODBURY
 NL0648  USGS QUAD   -  CUSHING (1969)
 NL0648
 NL0648                         *CURRENT SURVEY CONTROL
 NL0648  ___________________________________________________________________
 NL0648* NAD 83(1996)-  42 26 29.65071(N)    095 44 07.10983(W)     ADJUSTED  
 NL0648* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 NL0648  ___________________________________________________________________
 NL0648  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 NL0648  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 NL0648
 NL0648  HORZ ORDER  -  SECOND
 NL0648
 NL0648.The horizontal coordinates were established by classical geodetic methods
 NL0648.and adjusted by the National Geodetic Survey in May 1999..
 NL0648
 NL0648.The orthometric height was scaled from a topographic map.
 NL0648
 NL0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0648
 NL0648.The geoid height was determined by GEOID03.
 NL0648
 NL0648;                    North         East     Units Scale Factor Converg.
 NL0648;SPC IA N     - 1,107,016.982 1,316,118.941   MT  0.99995311   -1 30 53.9
 NL0648;UTM  15      - 4,702,430.396   275,033.394   MT  1.00022273   -1 50 48.0
 NL0648
 NL0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0648!SPC IA N     -   0.99993497  x   0.99995311  =   0.99988809
 NL0648!UTM  15      -   0.99993497  x   1.00022273  =   1.00015769
 NL0648
 NL0648:                Primary Azimuth Mark                     Grid Az
 NL0648:SPC IA N     -  CUSHING MUNICIPAL TANK                   063 32 49.2
 NL0648:UTM  15      -  CUSHING MUNICIPAL TANK                   063 52 43.3
 NL0648
 NL0648|---------------------------------------------------------------------|
 NL0648| PID    Reference Object                     Distance      Geod. Az  |
 NL0648|                                                           dddmmss.s |
 NL0648| NL0647 CUSHING MUNICIPAL TANK              APPROX. 5.4 KM 0620155.3 |
 NL0648| NL0641 HOLSTEIN MUNICIPAL TANK             APPROX.16.6 KM 0714256.0 |
 NL0648| CO2940 CUSHING RM 1                         26.538 METERS 09606     |
 NL0648| CO2939 CUSHING AZ MK                                      1275332.9 |
 NL0648| CO2941 CUSHING RM 2                         24.130 METERS 26038     |
 NL0648| NL0665 CORRECTIONVILLE MUNICIPAL TANK      APPROX. 5.7 KM 3135513.6 |
 NL0648|---------------------------------------------------------------------|
 NL0648
 NL0648                          SUPERSEDED SURVEY CONTROL
 NL0648
 NL0648  NAD 83(1996)-  42 26 29.65106(N)    095 44 07.10969(W) AD(       ) 2
 NL0648  NAD 83(1996)-  42 26 29.65054(N)    095 44 07.10949(W) AD(       ) 2
 NL0648  NAD 83(1986)-  42 26 29.65092(N)    095 44 07.10889(W) AD(       ) 2
 NL0648  NAD 27      -  42 26 29.69500(N)    095 44 06.08300(W) AD(       ) 2
 NL0648
 NL0648.Superseded values are not recommended for survey control.
 NL0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0648.See file dsdata.txt to determine how the superseded data were derived.
 NL0648
 NL0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH7503302430(NAD 83)
 NL0648_MARKER: DS = TRIANGULATION STATION DISK
 NL0648_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NL0648
 NL0648  HISTORY     - Date     Condition        Report By
 NL0648  HISTORY     - 1950     MONUMENTED       CGS
 NL0648
 NL0648                          STATION DESCRIPTION
 NL0648
 NL0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0648'THE STATION IS LOCATED ABOUT 3.1/2 MILES SOUTHWEST OF THE TOWN
 NL0648'OF CUSHING, 3 MILES SOUTHEAST OF CORRECTIONVILLE AND 0.15
 NL0648'MILE WEST-SOUTHWEST OF MR. SCHAUS HOUSE.  IT IS 58 FEET
 NL0648'WEST-NORTHWEST OF A T-FENCE CORNER, 11 FEET NORTH OF AN EAST AND
 NL0648'WEST FENCE AND 11 FEET NORTH-NORTHWEST OF A WITNESS POST.
 NL0648'THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 NL0648'DISK IS STAMPED CUSHING 1950.
 NL0648'
 NL0648'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF AN EAST AND WEST
 NL0648'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NL0648'CUSHING NO 1 1950.
 NL0648'
 NL0648'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF AN EAST AND WEST
 NL0648'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NL0648'CUSHING NO 2 1950.
 NL0648'
 NL0648'AZIMUTH MARK IS 35 FEET EAST OF THE CENTERLINE OF A NORTH AND
 NL0648'SOUTH ROAD, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE AND 2 FEET
 NL0648'NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 NL0648'THE DISK IS STAMPED CUSHING 1950.
 NL0648'
 NL0648'TO REACH FROM THE INTERSECTION OF THE MAIN STREET AND U.S.
 NL0648'HIGHWAY 20 IN CUSHING, GO WEST ON HIGHWAY 20 2.8 MILES TO
 NL0648'CROSSROADS, TURN LEFT (SOUTH) ON A GRAVELED ROAD 1.55 MILES TO
 NL0648'CROSSROADS, TURN RIGHT (WEST) 0.25 MILE TO THE ENTRANCE TO MR.
 NL0648'SCHAUS HOME ON THE LEFT, TURN LEFT TO HOUSE.  FROM THE HOUSE
 NL0648'GO WEST PASSING ALONG THE SOUTH SIDE OF THE CHICKEN HOUSE
 NL0648'TO GATE, PASS THROUGH GATE AND GO WEST-SOUTHWEST 0.1 MILE TO
 NL0648'THE STATION ABOUT 200 FEET SOUTH OF THE HIGHEST POINT OF HILL.
 NL0648'
 NL0648'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO MR. SCHAUS HOME,
 NL0648'GO EAST 0.25 MILE TO CROSSROADS, TURN RIGHT (SOUTH) 0.4 MILE
 NL0648'TO THE MARK ON THE LEFT OR EAST SIDE OF THE ROAD.
 NL0648'
 NL0648'A 4 FT. SIGNAL AT HOLSTEIN IS V.G.
 NL0648'
 NL0648'A 64 FT. SIGNAL AT BUSH AND MILL IS V.G.
 NL0648'
 NL0648'A 90 FT. SIGNAL AT WAUGH IS V.G.
 NL0648'
 NL0648'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0647 ***********************************************************************
 NL0647  DESIGNATION -  CUSHING MUNICIPAL TANK
 NL0647  PID         -  NL0647
 NL0647  STATE/COUNTY-  IA/WOODBURY
 NL0647  USGS QUAD   -  CUSHING (1969)
 NL0647
 NL0647                         *CURRENT SURVEY CONTROL
 NL0647  ___________________________________________________________________
 NL0647* NAD 83(1996)-  42 27 52.15924(N)    095 40 37.10796(W)     ADJUSTED  
 NL0647* NAVD 88     -                                                        
 NL0647  ___________________________________________________________________
 NL0647  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 NL0647  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 NL0647
 NL0647  HORZ ORDER  -  THIRD
 NL0647
 NL0647.The horizontal coordinates were established by classical geodetic methods
 NL0647.and adjusted by the National Geodetic Survey in May 1999..
 NL0647
 NL0647
 NL0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0647
 NL0647.The geoid height was determined by GEOID03.
 NL0647
 NL0647;                    North         East     Units Scale Factor Converg.
 NL0647;SPC IA N     - 1,109,436.684 1,320,982.078   MT  0.99995162   -1 28 31.6
 NL0647;UTM  15      - 4,704,822.480   279,911.730   MT  1.00019601   -1 48 28.9
 NL0647
 NL0647                          SUPERSEDED SURVEY CONTROL
 NL0647
 NL0647  NAD 83(1996)-  42 27 52.15959(N)    095 40 37.10780(W) AD(       ) 4
 NL0647  NAD 83(1996)-  42 27 52.15889(N)    095 40 37.10753(W) AD(       ) 4
 NL0647  NAD 83(1986)-  42 27 52.15908(N)    095 40 37.10668(W) AD(       ) 4
 NL0647  NAD 27      -  42 27 52.21000(N)    095 40 36.08000(W) AD(       ) 3
 NL0647
 NL0647.Superseded values are not recommended for survey control.
 NL0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0647.See file dsdata.txt to determine how the superseded data were derived.
 NL0647
 NL0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH7991204822(NAD 83)
 NL0647_MARKER: 53 = ELEVATED TANK
 NL0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NL0647+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 NL0647
 NL0647  HISTORY     - Date     Condition        Report By
 NL0647  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0647  HISTORY     - 1980     GOOD             NGS
 NL0647  HISTORY     - 20060828 GOOD             GEOCAC
 NL0647
 NL0647                          STATION DESCRIPTION
 NL0647
 NL0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0647'THE STATION IS LOCATED IN THE SOUTHERN EDGE OF THE TOWN OF CUSHING,
 NL0647'AND IS 1 BLOCK WEST OF WHERE MAIN STREET INTERSECTS WITH U.S.
 NL0647'HIGHWAY 20.
 NL0647'
 NL0647'IT IS ABOUT 80 FEET HIGH, PAINTED SILVER, (THE ROOF OF THE TANK
 NL0647'IS PAINTED RED) HAS 4 LEGS AND IS OF STEEL CONSTRUCTION.  POINT
 NL0647'INTERSECTED WAS THE CENTER OF THE TANK.  THE BALL ON TOP IS NOT
 NL0647'IN THE CENTER OF THE TANK.
 NL0647
 NL0647                          STATION RECOVERY (1980)
 NL0647
 NL0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 NL0647'THE STATION, CUSHING MUNICIPAL WATER TANK, WAS RECOVERED IN GOOD
 NL0647'CONDITION.  U.S. HIGHWAY 20 HAS BEEN RE-ROUTED TO THE NORTH OF
 NL0647'TOWN BUT OLD HIGHWAY 20 STILL EXISTS.
 NL0647
 NL0647                          STATION RECOVERY (2006)
 NL0647
 NL0647'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NL0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1328 ***********************************************************************
 MJ1328  DESIGNATION -  CUTLER
 MJ1328  PID         -  MJ1328
 MJ1328  STATE/COUNTY-  IA/HARRISON
 MJ1328  USGS QUAD   -  MISSOURI VALLEY NW (1970)
 MJ1328
 MJ1328                         *CURRENT SURVEY CONTROL
 MJ1328  ___________________________________________________________________
 MJ1328* NAD 83(1996)-  41 40 27.92088(N)    095 53 10.66587(W)     ADJUSTED  
 MJ1328* NAVD 88     -       408.     (meters)    1339.     (feet)  VERTCON   
 MJ1328  ___________________________________________________________________
 MJ1328  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 MJ1328  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 MJ1328
 MJ1328  HORZ ORDER  -  FIRST
 MJ1328
 MJ1328.The horizontal coordinates were established by classical geodetic methods
 MJ1328.and adjusted by the National Geodetic Survey in May 1999..
 MJ1328
 MJ1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1328
 MJ1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1328
 MJ1328.The geoid height was determined by GEOID03.
 MJ1328
 MJ1328;                    North         East     Units Scale Factor Converg.
 MJ1328;SPC IA S     -   188,672.097   301,317.368   MT  0.99998248   -1 34 18.7
 MJ1328;UTM  15      - 4,617,654.298   259,737.281   MT  1.00031043   -1 55 12.0
 MJ1328
 MJ1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1328!SPC IA S     -   0.99994049  x   0.99998248  =   0.99992297
 MJ1328!UTM  15      -   0.99994049  x   1.00031043  =   1.00025090
 MJ1328
 MJ1328|---------------------------------------------------------------------|
 MJ1328| PID    Reference Object                     Distance      Geod. Az  |
 MJ1328|                                                           dddmmss.s |
 MJ1328| CL6340 CUTLER RM 6                          46.403 METERS 00001     |
 MJ1328| CL6338 CUTLER RM 1                          47.600 METERS 02149     |
 MJ1328| MJ1326 MAGNOLIA ZION LUTH CH STEEPLE       APPROX. 2.1 KM 0254411.1 |
 MJ1328| MJ1309 LOGAN MUNICIPAL TANK                APPROX. 7.9 KM 1133248.5 |
 MJ1328| CL6339 CUTLER RM 2 AZIMUTH                                17725     |
 MJ1328| CL6341 CUTLER 2 RM 3                        26.728 METERS 20149     |
 MJ1328| CL6337 CUTLER AZ MK                                       3344933.1 |
 MJ1328| MJ1325 CUTLER 2                             24.506 METERS 33450     |
 MJ1328| CL6342 CUTLER 2 RM 4                       150.251 METERS 33450     |
 MJ1328|---------------------------------------------------------------------|
 MJ1328
 MJ1328                          SUPERSEDED SURVEY CONTROL
 MJ1328
 MJ1328  NAD 83(1996)-  41 40 27.92149(N)    095 53 10.66645(W) AD(       ) 1
 MJ1328  NAD 83(1986)-  41 40 27.92550(N)    095 53 10.66864(W) AD(       ) 1
 MJ1328  NAD 27      -  41 40 27.96700(N)    095 53 09.63400(W) AD(       ) 1
 MJ1328  NGVD 29 (07/19/86)  408.     (m)         1339.     (f) VERT ANG       
 MJ1328
 MJ1328.Superseded values are not recommended for survey control.
 MJ1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1328.See file dsdata.txt to determine how the superseded data were derived.
 MJ1328
 MJ1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5973717654(NAD 83)
 MJ1328_MARKER: DS = TRIANGULATION STATION DISK
 MJ1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1328
 MJ1328  HISTORY     - Date     Condition        Report By
 MJ1328  HISTORY     - 1930     MONUMENTED       CGS
 MJ1328  HISTORY     - 1934     GOOD             CGS
 MJ1328  HISTORY     - 1950     GOOD             USE
 MJ1328  HISTORY     - 1950     GOOD             CGS
 MJ1328
 MJ1328                          STATION DESCRIPTION
 MJ1328
 MJ1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MJ1328'STATION IS ABOUT 5-1/2 MILES WNW OF LOGAN AND 1-1/2 MILES SW OF
 MJ1328'MAGNOLIA ON THE E SIDE OF THE NE QUARTER OF SEC. 7, T 79 N, R 43 W,
 MJ1328'AND ABOUT 400 FEET S OF THE NE CORNER OF THE SECTION, ON LAND
 MJ1328'OWNED AND OCCUPIED BY H.C. CUTLER.  IT IS 42 FEET W OF THE CENTER
 MJ1328'LINE OF THE SECTION-LINE ROAD AND IS ABOUT 300 FEET N OF MR.
 MJ1328'CUTLERS HOUSE.
 MJ1328'
 MJ1328'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MJ1328'DISKS SET IN CONCRETE.
 MJ1328'
 MJ1328'REFERENCE MARK NO. 1 IS ON THE E SIDE OF THE ROAD ABOUT 450 FEET
 MJ1328'N OF MR. CUTLERS HOUSE AND IS ON THE FENCE LINE.  REFERENCE MARK
 MJ1328'NO. 2 IS ON THE E SIDE OF THE ROAD NEAR A FENCE CORNER, 54 FEET
 MJ1328'SW OF THE SW CORNER OF THE RED BRICK HOUSE OF C.I. CUTLER, A
 MJ1328'BROTHER OF H.C. CUTLER, AND IS 21 FEET E OF THE CENTER LINE OF
 MJ1328'THE ROAD.
 MJ1328'
 MJ1328'STATION REACHED FROM LOGAN BY STATE HIGHWAY 127, ABOUT 7 MILES
 MJ1328'TO MAGNOLIA.  KEEP W THROUGH MAGNOLIA ABOUT 1/4 MILE BEYOND THE
 MJ1328'MAIN CORNER TO ROAD FORK.  LEAVE HIGHWAY 127 AND TAKE SOUTHERLY
 MJ1328'FORK 1-1/2 MILES TO TOP OF HILL AND STATION.
 MJ1328'
 MJ1328'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MJ1328
 MJ1328                          STATION RECOVERY (1934)
 MJ1328
 MJ1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ1328'ORIGINAL DESCRIPTION AND ALL ORIGINAL MEASUREMENTS WERE FOUND TO BE
 MJ1328'CORRECT.  IT WAS IMPOSSIBLE TO TAKE THE DIRECTION TO REFERENCE
 MJ1328'MARK NO. 2 AS THE FOLIAGE ON ROADSIDE TREES IN FRONT OF MR.
 MJ1328'CUTLERS HOUSE WAS SQUARELY ON LINE AND NO INSTRUMENT WAS ON
 MJ1328'HAND TO TAKE IT FROM THE GROUND.  AN ADDITIONAL MARK WAS
 MJ1328'ESTABLISHED AND STAMPED CUTLER AZI. 1934.  REACHED FROM STATION BY
 MJ1328'GOING N ON SECTION-LINE ROAD 0.4 MILE TO ROAD LEADING W, THENCE
 MJ1328'W 0.2 MILE TO MARK ON S SIDE OF ROAD, 2 FEET N OF FENCE LINE,
 MJ1328'22 FEET S OF CENTER LINE OF ROAD.
 MJ1328
 MJ1328                          STATION RECOVERY (1950)
 MJ1328
 MJ1328'RECOVERY NOTE BY US ENGINEERS 1950
 MJ1328'REFERENCE MARKS NO. 1 AND NO. 2 WERE DESTROYED 4-17-50 BY CORPS OF
 MJ1328'ENGINEERS, PRIOR TO ROAD CONSTRUCTION WHICH WOULD HAVE DISTURBED
 MJ1328'THEM SINCE THEY WERE WITHIN THE 66 FT R/W.  THREE NEW REFERENCE
 MJ1328'MARKS AND CUTLER 2 (USE) WERE ESTABLISHED.
 MJ1328
 MJ1328                          STATION RECOVERY (1950)
 MJ1328
 MJ1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1328'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 MJ1328'BE IN GOOD CONDITION.  DUE TO THE IMPROVING OF THE ROAD AND
 MJ1328'SETTING OF R.M. NO. 6 A COMPLETE NEW DESCRIPTION FOLLOWS--
 MJ1328'
 MJ1328'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF LOGAN AND
 MJ1328'ABOUT 1-1/2 MILES SOUTHWEST OF MAGNOLIA.  IT IS 36 FEET WEST
 MJ1328'OF THE CENTERLINE OF THE ROAD, 75 FEET NORTH OF A FENCE CORNER, 5
 MJ1328'FEET WEST OF A CUT BANK AND 1 FOOT NORTHWEST OF A WITNESS POST.
 MJ1328'THE MARK IS SET 18 INCHES BELOW THE SURFACE OF THE GROUND AND
 MJ1328'THE DISK IS STAMPED CUTLER 1930.
 MJ1328'
 MJ1328'REFERENCE MARK NO. 3 IS 27 FEET WEST OF A T-FENCE CORNER AND
 MJ1328'0.5 FOOT NORTH OF A FENCELINE.  THE MARK IS SET FLUSH WITH THE
 MJ1328'GROUND AND THE DISK IS A STANDARD U.S. ENGINEER DISK, STAMPED USE
 MJ1328'3.
 MJ1328'
 MJ1328'REFERENCE MARK NO. 4 IS 160 FEET WEST OF A POWER LINE POLE AND
 MJ1328'1 FOOT SOUTH OF A FENCELINE.  THE MARK IS SET FLUSH WITH THE
 MJ1328'GROUND AND THE DISK IS A STANDARD U.S. ENGINEER DISK, STAMPED
 MJ1328'USE 4.
 MJ1328'
 MJ1328'REFERENCE MARK NO. 6 IS 35 FEET WEST OF THE CENTERLINE OF THE ROAD
 MJ1328'AND 2.5 FEET WEST OF A CUT BANK.  THE MARK PROJECTS ABOUT 4 INCHES
 MJ1328'AND THE DISK IS STAMPED CUTLER NO 6 1950.
 MJ1328'
 MJ1328'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CUTLER
 MJ1328'1930 TO CUTLER 2 USE 1950.
 MJ1328'
 MJ1328'AZIMUTH MARK IS 60 FEET WEST OF A TELEPHONE POLE, 20 FEET SOUTH
 MJ1328'OF THE CENTERLINE OF THE ROAD AND 2 FEET NORTH OF A FENCELINE.  THE
 MJ1328'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CUTLER
 MJ1328'AZI 1934.
 MJ1328'
 MJ1328'TO REACH THE STATION FROM THE MAIN INTERSECTION AT THE FLAG POLE
 MJ1328'IN THE SMALL TOWN OF MAGNOLIA, GO WEST AND SOUTH FOR 1.55 MILES
 MJ1328'TO A T-ROAD RIGHT.  (TO REACH THE AZIMUTH MARK FROM THIS POINT,
 MJ1328'TURN RIGHT (WEST) AND GO 0.15 MILE TO TOP OF HILL AND MARK ON LEFT
 MJ1328'AS DESCRIBED).  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO STATION
 MJ1328'ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1325 ***********************************************************************
 MJ1325  DESIGNATION -  CUTLER 2
 MJ1325  PID         -  MJ1325
 MJ1325  STATE/COUNTY-  IA/HARRISON
 MJ1325  USGS QUAD   -  MISSOURI VALLEY NW (1970)
 MJ1325
 MJ1325                         *CURRENT SURVEY CONTROL
 MJ1325  ___________________________________________________________________
 MJ1325* NAD 83(1996)-  41 40 28.63978(N)    095 53 11.11646(W)     ADJUSTED  
 MJ1325* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 MJ1325  ___________________________________________________________________
 MJ1325  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 MJ1325  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 MJ1325
 MJ1325  HORZ ORDER  -  SECOND
 MJ1325
 MJ1325.The horizontal coordinates were established by classical geodetic methods
 MJ1325.and adjusted by the National Geodetic Survey in May 1999..
 MJ1325
 MJ1325.The orthometric height was scaled from a topographic map.
 MJ1325
 MJ1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1325
 MJ1325.The geoid height was determined by GEOID03.
 MJ1325
 MJ1325;                    North         East     Units Scale Factor Converg.
 MJ1325;SPC IA S     -   188,694.554   301,307.558   MT  0.99998251   -1 34 19.0
 MJ1325;UTM  15      - 4,617,676.821   259,727.604   MT  1.00031049   -1 55 12.3
 MJ1325
 MJ1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1325!SPC IA S     -   0.99994049  x   0.99998251  =   0.99992300
 MJ1325!UTM  15      -   0.99994049  x   1.00031049  =   1.00025096
 MJ1325
 MJ1325|---------------------------------------------------------------------|
 MJ1325| PID    Reference Object                     Distance      Geod. Az  |
 MJ1325|                                                           dddmmss.s |
 MJ1325| CL6340 CUTLER RM 6                          26.443 METERS 02324     |
 MJ1325| MJ1328 CUTLER                               24.506 METERS 15450     |
 MJ1325| CL6341 CUTLER 2 RM 3                        46.988 METERS 17923     |
 MJ1325| CL6337 CUTLER AZ MK                                       3344932.5 |
 MJ1325| CL6342 CUTLER 2 RM 4                        99.267 METERS 33450     |
 MJ1325|---------------------------------------------------------------------|
 MJ1325
 MJ1325                          SUPERSEDED SURVEY CONTROL
 MJ1325
 MJ1325  NAD 83(1996)-  41 40 28.64038(N)    095 53 11.11704(W) AD(       ) 2
 MJ1325  NAD 83(1986)-  41 40 28.64441(N)    095 53 11.11923(W) AD(       ) 2
 MJ1325  NAD 27      -  41 40 28.68600(N)    095 53 10.08400(W) AD(       ) 2
 MJ1325
 MJ1325.Superseded values are not recommended for survey control.
 MJ1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1325.See file dsdata.txt to determine how the superseded data were derived.
 MJ1325
 MJ1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5972817677(NAD 83)
 MJ1325_MARKER: DD = SURVEY DISK
 MJ1325_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MJ1325
 MJ1325  HISTORY     - Date     Condition        Report By
 MJ1325  HISTORY     - 1950     MONUMENTED       USE
 MJ1325  HISTORY     - 1950     GOOD             CGS
 MJ1325
 MJ1325                          STATION DESCRIPTION
 MJ1325
 MJ1325'DESCRIBED BY US ENGINEERS 1950
 MJ1325'STATION IS A U.S. ARMY, WAR DEPT., CORPS OF ENGINEERS MONUMENT
 MJ1325'BURIED 1.5 FEET BELOW THE SURFACE OF THE GROUND, STAMPED CUTLER
 MJ1325'2 1950.  THE SUB-SURFACE MONUMENT IS BURIED 5.0 FEET BELOW THE
 MJ1325'SURFACE OF THE GROUND, STAMPED CUTLER 2 1950.  LOCATED ON LINE
 MJ1325'BETWEEN CUTLER 1930 AND CUTLER AZI 1934, 80.41 FEET FROM CUTLER
 MJ1325'1930.
 MJ1325'
 MJ1325'REFERENCE MARK NO. 3 IS A 4X4-INCH CONCRETE MONUMENT WITH BRONZE
 MJ1325'CAP, MARKED U.S. ARMY WAR DEPT CORPS OF ENGINEERS CUTLER R.M. 3
 MJ1325'1950.  IT IS 0.5 FEET N OF E-W LOT FENCE, APPROXIMATELY 185 FEET N
 MJ1325'OF LARGE SQUARE WHITE HOUSE, 87.63 FEET SW OF CUTLER 1930.
 MJ1325'
 MJ1325'REFERENCE MARK NO. 4 IS A 4X4-INCH CONCRETE MONUMENT WITH BRONZE
 MJ1325'CAP, MARKED U.S. ARMY WAR DEPT CORPS OF ENGINEERS CUTLER R.M. 4
 MJ1325'1950.  IT IS 0.5 FEET S OF E-W FENCE AND IS ON LINE BETWEEN CUTLER
 MJ1325'1930 AND CUTLER AZI 1934, 406.98 FEET NNW OF CUTLER 1930.
 MJ1325'
 MJ1325'REFERENCE MARK NO. 5 IS A 4X4-INCH CONCRETE MONUMENT WITH BRONZE
 MJ1325'CAP, MARKED U.S. ARMY WAR DEPT CORPS OF ENGINEERS CUTLER R.M. 5
 MJ1325'1950.  IT IS 0.5 FEET S OF E-W FENCE ON LINE WITH R.M. 3, CUTLER
 MJ1325'1930 AND R.M. 1 (DESTROYED), AND 396.10 FEET NNE OF CUTLER 1930.
 MJ1325
 MJ1325                          STATION RECOVERY (1950)
 MJ1325
 MJ1325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1325'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST NORTHWEST OF LOGAN
 MJ1325'AND ABOUT 1-1/2 MILES SOUTHWEST OF MAGNOLIA.  IT IS 70 FEET WEST
 MJ1325'OF THE CENTERLINE OF A ROAD AND 60 FEET SOUTHWEST OF A POWER LINE
 MJ1325'POLE.  THE MARK IS SET 18 INCHES BELOW THE SURFACE OF THE GROUND
 MJ1325'AND THE DISK IS A STANDARD U.S. ENGINEER DISK, STAMPED CUTLER2USE
 MJ1325'1950.  NOTE--
 MJ1325'
 MJ1325'REFERENCE MARK NO. 3 IS 27 FEET WEST OF A T-FENCE CORNER AND 0.5
 MJ1325'FOOT NORTH OF A FENCELINE.  THE MARK IS SET FLUSH WITH THE GROUND
 MJ1325'AND THE DISK IS A STANDARD U.S. ENGINEER DISK, STAMPED (USE) NO 3.
 MJ1325'
 MJ1325'REFERENCE MARK NO. 4 IS 160 FEET WEST OF A POWER LINE POLE AND 1
 MJ1325'FOOT SOUTH OF A FENCELINE.  THE MARK IS SET FLUSH WITH THE GROUND
 MJ1325'AND THE DISK IS A STANDARD U.S. ENGINEER DISK, STAMPED (USE) NO 4.
 MJ1325'
 MJ1325'REFERENCE MARK NO. 6 IS 35 FEET WEST OF THE CENTERLINE OF THE ROAD
 MJ1325'AND 2.5 FEET WEST OF A CUT BANK.  THE MARK PROJECTS ABOUT 4 INCHES
 MJ1325'AND THE DISK IS STAMPED CUTLER NO 6 1950.
 MJ1325'
 MJ1325'AZIMUTH MARK IS 60 FEET WEST OF A TELEPHONE POLE, 20 FEET SOUTH OF
 MJ1325'THE CENTERLINE OF THE ROAD AND 2 FEET NORTH OF A FENCELINE.  THE
 MJ1325'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CUTLER AZI.
 MJ1325'1934.
 MJ1325'
 MJ1325'A TRAVERSE CONNECTION WAS MADE FROM CUTLER 1930 TO CUTLER 2 (USE)
 MJ1325'1950.
 MJ1325'
 MJ1325'TO REACH THE STATION FROM THE MAIN INTERSECTION AT THE FLAG POLE
 MJ1325'IN THE SMALL TOWN OF MAGNOLIA, GO WEST AND SOUTH FOR 1.55 MILE TO A
 MJ1325'T-ROAD RIGHT.  (TO REACH AZIMUTH MARK FROM THIS POINT TURN RIGHT
 MJ1325'(WEST) AND GO 0.15 MILE TO TOP OF HILL AND MARK ON THE LEFT AS
 MJ1325'DESCRIBED.) CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO STATION ON
 MJ1325'RIGHT AS DESCRIBED.
 MJ1325'
 MJ1325'A 4-FOOT STAND AT BOYER IS VISIBLE FROM THE GROUND.
 MJ1325'
 MJ1325'A 90 FOOT SIGNAL AT MEFFORD 1930 IS VISIBLE FROM THE GROUND.
 MJ1325'
 MJ1325'A 4-FOOT STAND AT SCRATCH IS VISIBLE FROM THE GROUND.
 MJ1325'
 MJ1325'NOTE--RUBBINGS SUBMITTED BY U.S. ENGINEERS SHOW STAMPINGS ON MARKS
 MJ1325'AS GIVEN IN U.S.E. DESCRIPTION.
 MJ1325'
 MJ1325'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8298 ***********************************************************************
 AJ8298  PACS        -  This is a Primary Airport Control Station.
 AJ8298  DESIGNATION -  CWI A
 AJ8298  PID         -  AJ8298
 AJ8298  STATE/COUNTY-  IA/CLINTON
 AJ8298  USGS QUAD   -  CAMANCHE (1991)
 AJ8298
 AJ8298                         *CURRENT SURVEY CONTROL
 AJ8298  ___________________________________________________________________
 AJ8298* NAD 83(1996)-  41 49 38.72339(N)    090 19 52.01481(W)     ADJUSTED  
 AJ8298* NAVD 88     -       210.19   (meters)     689.6    (feet)  GPS OBS   
 AJ8298  ___________________________________________________________________
 AJ8298  X           -     -27,507.758 (meters)                     COMP
 AJ8298  Y           -  -4,759,856.237 (meters)                     COMP
 AJ8298  Z           -   4,231,457.853 (meters)                     COMP
 AJ8298  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AJ8298  ELLIP HEIGHT-         177.24  (meters)          (06/15/04) GPS OBS
 AJ8298  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 AJ8298
 AJ8298  HORZ ORDER  -  B
 AJ8298  ELLP ORDER  -  FOURTH    CLASS I
 AJ8298
 AJ8298.This mark is at Clinton Municipal Airport (CWI)
 AJ8298
 AJ8298.The horizontal coordinates were established by GPS observations
 AJ8298.and adjusted by the National Geodetic Survey in November 2002..
 AJ8298
 AJ8298.The orthometric height was determined by GPS observations and a
 AJ8298.high-resolution geoid model.
 AJ8298
 AJ8298.GPS derived orthometric heights for airport stations designated as
 AJ8298.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8298.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8298.not indicate centimeter accuracy relative to other marks which are
 AJ8298.part of the NAVD 88 network.
 AJ8298
 AJ8298.Photographs are available for this station.
 AJ8298
 AJ8298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8298
 AJ8298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8298
 AJ8298.The ellipsoidal height was determined by GPS observations
 AJ8298.and is referenced to NAD 83.
 AJ8298
 AJ8298.The geoid height was determined by GEOID03.
 AJ8298
 AJ8298;                    North         East     Units Scale Factor Converg.
 AJ8298;SPC IA S     -   207,734.851   763,196.622   MT  1.00000813   +2 05 14.5
 AJ8298;UTM  15      - 4,634,059.305   721,635.903   MT  1.00020451   +1 46 50.1
 AJ8298
 AJ8298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8298!SPC IA S     -   0.99997220  x   1.00000813  =   0.99998033
 AJ8298!UTM  15      -   0.99997220  x   1.00020451  =   1.00017671
 AJ8298
 AJ8298                          SUPERSEDED SURVEY CONTROL
 AJ8298
 AJ8298  ELLIP H (11/27/02)  177.25   (m)                       GP(       ) 4 1
 AJ8298  NAD 83(1996)-  41 49 38.72334(N)    090 19 52.01493(W) AD(       ) B
 AJ8298  ELLIP H (03/18/02)  177.25   (m)                       GP(       ) 4 1
 AJ8298
 AJ8298.Superseded values are not recommended for survey control.
 AJ8298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8298.See file dsdata.txt to determine how the superseded data were derived.
 AJ8298
 AJ8298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG2163634059(NAD 83)
 AJ8298_MARKER: I = METAL ROD
 AJ8298_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8298_STAMPING: CWI A 2001
 AJ8298_MARK LOGO: NGS   
 AJ8298_PROJECTION: FLUSH
 AJ8298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8298+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 AJ8298_ROD/PIPE-DEPTH: 8.9  meters
 AJ8298_SLEEVE-DEPTH  : 1 meters
 AJ8298
 AJ8298  HISTORY     - Date     Condition        Report By
 AJ8298  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8298  HISTORY     - 20021028 GOOD             NGS
 AJ8298
 AJ8298                          STATION DESCRIPTION
 AJ8298
 AJ8298'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8298'THE STATION IS LOCATED APPROXIMATELY 8.4 MI EAST OF CLINTON, AND IS
 AJ8298'AT THE CLINTON MUNICIPAL AIRPORT. OWNERSHIP-- CLINTON MUNICIPAL
 AJ8298'AIRPORT, AIRPORT MANAGER- REX BRANDT, PHONE NUMBER (319) 243-5175.
 AJ8298'PLEASE CONTACT THE AIRPORT MANAGER AT LEAST 7 DAYS IN ADVANCE TO
 AJ8298'ARRANGE FOR ACCESS TO THE STATION.
 AJ8298' 
 AJ8298'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 67 AND US
 AJ8298'ROUTE 30 (LINCOLN WAY) SOUTH OF CLINTON, PROCEED WEST 4.7 MI ALONG
 AJ8298'US ROUTE 30 TO THE JUNCTION OF SOUTH 60TH STREET ON THE RIGHT.
 AJ8298'TURN RIGHT AND PROCEED NORTH 0.6 MI ALONG SOUTH 60TH STREET,
 AJ8298'PASSING THE JUNCTION OF HARTS MILL ROAD AFTER 0.5 MI, TO THE
 AJ8298'AIRPORT ENTRANCE GATE ON THE RIGHT.  TURN RIGHT AND PROCEED
 AJ8298'THROUGH THE GATE, THEN TURN LEFT AND PROCEED NORTH AND
 AJ8298'NORTHEAST 0.05 MI ACROSS THE TERMINAL APRON TO THE JUNCTION OF
 AJ8298'TAXIWAY B. TURN RIGHT AND PROCEED NORTH 0.05 MI ALONG TAXIWAY B
 AJ8298'TO THE STATION ON THE LEFT.
 AJ8298' 
 AJ8298'THE STATION IS LOCATED 63.03 M ON AN AZIMUTH OF 121 DEGREES FROM
 AJ8298'THE EDGE OF RUNWAY 3-21, 47.03 M ON AN AZIMUTH OF 325 DEGREES FROM
 AJ8298'THE PROJECTED CENTERLINE OF TAXIWAY A, 58.51 M ON AN AZIMUTH OF 350
 AJ8298'DEGREES FROM THE CORNER OF TAXIWAY A AND THE RAMP, 58.72 M ON AN
 AJ8298'AZIMUTH OF 272 DEGREES FROM THE CENTERLINE OF TAXIWAY B, AND 66.67
 AJ8298'M ON AN AZIMUTH OF 35 DEGREES FROM A MANHOLE. THE STATION IS A
 AJ8298'PUNCHMARK SET IN THE TOP OF A STAINLESS STEEL ROD DRIVEN TO A
 AJ8298'REFUSAL DEPTH OF 8.9 M, ENCASED IN A 1 M FINNED SLEEVE FILLED WITH
 AJ8298'NON-TOXIC GREASE AND SURROUNDED BY A 5 IN PVC PIPE FILLED WITH
 AJ8298'SAND AND RECESSED 7 CM BENEATH A NGS LOGO CAP STAMPED-- CWI A
 AJ8298'2001-- AND SURROUNDED BY A 0.3 M DIAMETER CONCRETE COLLAR WHICH IS
 AJ8298'FLUSH WITH THE GROUND. THIS STATION DOES NOT MEET THE
 AJ8298'SPECIFICATIONS FOR A CLASS A MARK. THIS STATION IS DESIGNATED AS THE
 AJ8298'PRIMARY AIRPORT CONTROL STATION.
 AJ8298' 
 AJ8298' 
 AJ8298'
 AJ8298
 AJ8298                          STATION RECOVERY (2002)
 AJ8298
 AJ8298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JDH)
 AJ8298'RECOVERED AS DESCRIBED.
 AJ8298'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8299 ***********************************************************************
 AJ8299  SACS        -  This is a Secondary Airport Control Station.
 AJ8299  DESIGNATION -  CWI B
 AJ8299  PID         -  AJ8299
 AJ8299  STATE/COUNTY-  IA/CLINTON
 AJ8299  USGS QUAD   -  CAMANCHE (1991)
 AJ8299
 AJ8299                         *CURRENT SURVEY CONTROL
 AJ8299  ___________________________________________________________________
 AJ8299* NAD 83(1996)-  41 50 01.57655(N)    090 20 02.74636(W)     ADJUSTED  
 AJ8299* NAVD 88     -       213.67   (meters)     701.0    (feet)  GPS OBS   
 AJ8299  ___________________________________________________________________
 AJ8299  X           -     -27,752.677 (meters)                     COMP
 AJ8299  Y           -  -4,759,387.146 (meters)                     COMP
 AJ8299  Z           -   4,231,985.561 (meters)                     COMP
 AJ8299  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AJ8299  ELLIP HEIGHT-         180.72  (meters)          (06/15/04) GPS OBS
 AJ8299  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 AJ8299
 AJ8299  HORZ ORDER  -  FIRST
 AJ8299  ELLP ORDER  -  FOURTH    CLASS I
 AJ8299
 AJ8299.This mark is at Clinton Municipal Airport (CWI)
 AJ8299
 AJ8299.The horizontal coordinates were established by GPS observations
 AJ8299.and adjusted by the National Geodetic Survey in November 2002..
 AJ8299
 AJ8299.The orthometric height was determined by GPS observations and a
 AJ8299.high-resolution geoid model.
 AJ8299
 AJ8299.GPS derived orthometric heights for airport stations designated as
 AJ8299.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8299.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8299.not indicate centimeter accuracy relative to other marks which are
 AJ8299.part of the NAVD 88 network.
 AJ8299
 AJ8299.Photographs are available for this station.
 AJ8299
 AJ8299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8299
 AJ8299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8299
 AJ8299.The ellipsoidal height was determined by GPS observations
 AJ8299.and is referenced to NAD 83.
 AJ8299
 AJ8299.The geoid height was determined by GEOID03.
 AJ8299
 AJ8299;                    North         East     Units Scale Factor Converg.
 AJ8299;SPC IA S     -   208,430.458   762,923.483   MT  1.00000935   +2 05 07.4
 AJ8299;UTM  15      - 4,634,756.500   721,366.439   MT  1.00020304   +1 46 43.7
 AJ8299
 AJ8299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8299!SPC IA S     -   0.99997166  x   1.00000935  =   0.99998101
 AJ8299!UTM  15      -   0.99997166  x   1.00020304  =   1.00017469
 AJ8299
 AJ8299                          SUPERSEDED SURVEY CONTROL
 AJ8299
 AJ8299  ELLIP H (11/27/02)  180.73   (m)                       GP(       ) 4 1
 AJ8299  NAD 83(1996)-  41 50 01.57651(N)    090 20 02.74649(W) AD(       ) 1
 AJ8299  ELLIP H (03/18/02)  180.73   (m)                       GP(       ) 4 1
 AJ8299
 AJ8299.Superseded values are not recommended for survey control.
 AJ8299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8299.See file dsdata.txt to determine how the superseded data were derived.
 AJ8299
 AJ8299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG2136634756(NAD 83)
 AJ8299_MARKER: DD = SURVEY DISK
 AJ8299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8299_STAMPING: CWI B 2001
 AJ8299_MARK LOGO: NGS   
 AJ8299_PROJECTION: FLUSH
 AJ8299_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8299+STABILITY: SURFACE MOTION
 AJ8299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8299+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 AJ8299
 AJ8299  HISTORY     - Date     Condition        Report By
 AJ8299  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8299  HISTORY     - 20021028 GOOD             NGS
 AJ8299
 AJ8299                          STATION DESCRIPTION
 AJ8299
 AJ8299'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8299'THE STATION IS LOCATED APPROXIMATELY 8.4 MI EAST OF CLINTON, AND IS
 AJ8299'AT THE CLINTON MUNICIPAL AIRPORT. OWNERSHIP-- CLINTON MUNICIPAL
 AJ8299'AIRPORT, AIRPORT MANAGER- REX BRANDT, PHONE NUMBER (319) 243-5175.
 AJ8299'PLEASE CONTACT THE AIRPORT MANAGER AT LEAST 7 DAYS IN ADVANCE TO
 AJ8299'ARRANGE FOR ACCESS TO THE STATION.
 AJ8299' 
 AJ8299'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 67 AND US
 AJ8299'ROUTE 30 (LINCOLN WAY) SOUTH OF CLINTON, PROCEED WEST 4.7 MI ALONG
 AJ8299'US ROUTE 30 TO THE JUNCTION OF SOUTH 60TH STREET ON THE RIGHT.
 AJ8299'TURN RIGHT AND PROCEED NORTH 0.6 MI ALONG SOUTH 60TH STREET,
 AJ8299'PASSING THE JUNCTION OF HARTS MILL ROAD AFTER 0.5 MI, TO THE
 AJ8299'AIRPORT ENTRANCE GATE ON THE RIGHT.  TURN RIGHT AND PROCEED
 AJ8299'THROUGH THE GATE, THEN TURN LEFT AND PROCEED NORTH AND
 AJ8299'NORTHEAST 0.05 MI ACROSS THE TERMINAL APRON TO THE JUNCTION OF
 AJ8299'TAXIWAY B. TURN RIGHT AND PROCEED NORTH 0.2 MI ALONG TAXIWAY B
 AJ8299'TO THE JUNCTION OF RUNWAY 14-32. PROCEED NORTHWEST 0.35 MI ALONG
 AJ8299'RUNWAY 14-32 TO THE END OF PAVEMENT FOR THE APPROACH END OF
 AJ8299'RUNWAY 14 AND THE STATION TO THE RIGHT NEAR THE PERIMETER FENCE.
 AJ8299' 
 AJ8299'THE STATION IS LOCATED 45.7 M ON AN AZIMUTH OF 56 DEGREES FROM
 AJ8299'THE PROJECTED CENTERLINE OF RUNWAY 14-32, 8.15 M ON AN AZIMUTH OF
 AJ8299'181 DEGREES FROM THE CENTERLINE OF A FIELD ROAD, 54.46 M ON AN
 AJ8299'AZIMUTH OF 0 DEGREES FROM THE CORNER OF RUNWAY 14-32,  96.72 M ON
 AJ8299'AN AZIMUTH OF 330 DEGREES FROM  A REIL LIGHT,  AND 12.24 M ON AN
 AJ8299'AZIMUTH OF 183 DEGREES FROM A CARSONITE POST. THE STATION IS A
 AJ8299'STANDARD NGS HORIZONTAL CONTROL DISK STAMPED-- CWI B 2001-- SET IN
 AJ8299'THE TOP OF A 0.3 M DIAMETER ROUND CONCRETE MONUMENT 1.3 M IN
 AJ8299'DEPTH, WITH AN IMBEDDED IRON ROD, WHICH IS FLUSH WITH THE GROUND.
 AJ8299'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AJ8299'STATION.
 AJ8299' 
 AJ8299' 
 AJ8299' 
 AJ8299'
 AJ8299
 AJ8299                          STATION RECOVERY (2002)
 AJ8299
 AJ8299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JDH)
 AJ8299'RECOVERED AS DESCRIBED.
 AJ8299'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8300 ***********************************************************************
 AJ8300  SACS        -  This is a Secondary Airport Control Station.
 AJ8300  DESIGNATION -  CWI C
 AJ8300  PID         -  AJ8300
 AJ8300  STATE/COUNTY-  IA/CLINTON
 AJ8300  USGS QUAD   -  CAMANCHE (1991)
 AJ8300
 AJ8300                         *CURRENT SURVEY CONTROL
 AJ8300  ___________________________________________________________________
 AJ8300* NAD 83(1996)-  41 50 21.47809(N)    090 19 26.16998(W)     ADJUSTED  
 AJ8300* NAVD 88     -       214.80   (meters)     704.7    (feet)  GPS OBS   
 AJ8300  ___________________________________________________________________
 AJ8300  X           -     -26,906.396 (meters)                     COMP
 AJ8300  Y           -  -4,758,983.274 (meters)                     COMP
 AJ8300  Z           -   4,232,443.802 (meters)                     COMP
 AJ8300  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AJ8300  ELLIP HEIGHT-         181.85  (meters)          (06/15/04) GPS OBS
 AJ8300  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 AJ8300
 AJ8300  HORZ ORDER  -  FIRST
 AJ8300  ELLP ORDER  -  FOURTH    CLASS I
 AJ8300
 AJ8300.This mark is at Clinton Municipal Airport (CWI)
 AJ8300
 AJ8300.The horizontal coordinates were established by GPS observations
 AJ8300.and adjusted by the National Geodetic Survey in November 2002..
 AJ8300
 AJ8300.The orthometric height was determined by GPS observations and a
 AJ8300.high-resolution geoid model.
 AJ8300
 AJ8300.GPS derived orthometric heights for airport stations designated as
 AJ8300.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8300.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8300.not indicate centimeter accuracy relative to other marks which are
 AJ8300.part of the NAVD 88 network.
 AJ8300
 AJ8300.Photographs are available for this station.
 AJ8300
 AJ8300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8300
 AJ8300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8300
 AJ8300.The ellipsoidal height was determined by GPS observations
 AJ8300.and is referenced to NAD 83.
 AJ8300
 AJ8300.The geoid height was determined by GEOID03.
 AJ8300
 AJ8300;                    North         East     Units Scale Factor Converg.
 AJ8300;SPC IA S     -   209,074.834   763,744.475   MT  1.00001042   +2 05 31.5
 AJ8300;UTM  15      - 4,635,396.600   722,191.026   MT  1.00020754   +1 47 08.8
 AJ8300
 AJ8300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8300!SPC IA S     -   0.99997148  x   1.00001042  =   0.99998190
 AJ8300!UTM  15      -   0.99997148  x   1.00020754  =   1.00017901
 AJ8300
 AJ8300                          SUPERSEDED SURVEY CONTROL
 AJ8300
 AJ8300  ELLIP H (11/27/02)  181.86   (m)                       GP(       ) 4 1
 AJ8300  NAD 83(1996)-  41 50 21.47805(N)    090 19 26.17010(W) AD(       ) 1
 AJ8300
 AJ8300.Superseded values are not recommended for survey control.
 AJ8300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8300.See file dsdata.txt to determine how the superseded data were derived.
 AJ8300
 AJ8300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG2219135397(NAD 83)
 AJ8300_MARKER: DD = SURVEY DISK
 AJ8300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8300_STAMPING: CWI C 2001
 AJ8300_MARK LOGO: NGS   
 AJ8300_PROJECTION: FLUSH
 AJ8300_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8300+STABILITY: SURFACE MOTION
 AJ8300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8300+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 AJ8300
 AJ8300  HISTORY     - Date     Condition        Report By
 AJ8300  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8300  HISTORY     - 20021028 GOOD             NGS
 AJ8300
 AJ8300                          STATION DESCRIPTION
 AJ8300
 AJ8300'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8300'THE STATION IS LOCATED APPROXIMATELY 8.4 MI EAST OF CLINTON, AND IS
 AJ8300'AT THE CLINTON MUNICIPAL AIRPORT. OWNERSHIP-- CLINTON MUNICIPAL
 AJ8300'AIRPORT, AIRPORT MANAGER- REX BRANDT, PHONE NUMBER (319) 243-5175.
 AJ8300'PLEASE CONTACT THE AIRPORT MANAGER AT LEAST 7 DAYS IN ADVANCE TO
 AJ8300'ARRANGE FOR ACCESS TO THE STATION.
 AJ8300' 
 AJ8300'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 67 AND US
 AJ8300'ROUTE 30 (LINCOLN WAY) SOUTH OF CLINTON, PROCEED WEST 4.7 MI ALONG
 AJ8300'US ROUTE 30 TO THE JUNCTION OF SOUTH 60TH STREET ON THE RIGHT.
 AJ8300'TURN RIGHT AND PROCEED NORTH 0.6 MI ALONG SOUTH 60TH STREET,
 AJ8300'PASSING THE JUNCTION OF HARTS MILL ROAD AFTER 0.5 MI, TO THE
 AJ8300'AIRPORT ENTRANCE GATE ON THE RIGHT.  TURN RIGHT AND PROCEED
 AJ8300'THROUGH THE GATE, THEN TURN LEFT AND PROCEED NORTH AND
 AJ8300'NORTHEAST 0.05 MI ACROSS THE TERMINAL APRON TO THE JUNCTION OF
 AJ8300'TAXIWAY B. TURN RIGHT AND PROCEED NORTH 0.2 MI ALONG TAXIWAY B
 AJ8300'TO THE JUNCTION OF RUNWAY 3-21. PROCEED NORTHEAST 0.65 MI ALONG
 AJ8300'RUNWAY 3-21 TO THE END OF PAVEMENT FOR THE APPROACH END OF
 AJ8300'RUNWAY 21 AND THE STATION TO THE LEFT.
 AJ8300' 
 AJ8300'THE STATION IS LOCATED 56.39 M ON AN AZIMUTH OF 345 DEGREES FROM
 AJ8300'THE NORTH CORNER OF RUNWAY 3-21, 32.76 M ON AN AZIMUTH OF 356
 AJ8300'DEGREES FROM A REIL LIGHT, 31.37 M ON AN AZIMUTH OF 300 DEGREES
 AJ8300'FROM THE CENTERLINE OF AN ACCESS ROAD, 83.83 M ON AN AZIMUTH OF 246
 AJ8300'DEGREES FROM THE SOUTHWEST LEG OF THE ILS,  AND 2.1 M ON AN
 AJ8300'AZIMUTH OF 122 DEGREES FROM THE SOUTHEAST EDGE OF A FIELD. THE
 AJ8300'STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED-- CWI C
 AJ8300'2001-- SET IN THE TOP OF A 0.3 M DIAMETER ROUND CONCRETE MONUMENT
 AJ8300'1.3 M IN DEPTH, WITH AN IMBEDDED IRON ROD, WHICH IS FLUSH WITH THE
 AJ8300'GROUND. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AJ8300'CONTROL STATION.
 AJ8300' 
 AJ8300' 
 AJ8300' 
 AJ8300' 
 AJ8300'
 AJ8300
 AJ8300                          STATION RECOVERY (2002)
 AJ8300
 AJ8300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JDH)
 AJ8300'RECOVERED AS DESCRIBED.
 AJ8300'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0180 ***********************************************************************
 OQ0180  DESIGNATION -  D
 OQ0180  PID         -  OQ0180
 OQ0180  STATE/COUNTY-  IA/SIOUX
 OQ0180  USGS QUAD   -  ALCESTER NE (1978)
 OQ0180
 OQ0180                         *CURRENT SURVEY CONTROL
 OQ0180  ___________________________________________________________________
 OQ0180* NAD 83(1986)-  43 14 39.     (N)    096 32 46.     (W)     SCALED    
 OQ0180* NAVD 88     -       390.305  (meters)    1280.53   (feet)  ADJUSTED  
 OQ0180  ___________________________________________________________________
 OQ0180  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 OQ0180  DYNAMIC HT  -         390.197 (meters)    1280.17  (feet)  COMP
 OQ0180  MODELED GRAV-     980,332.4   (mgal)                       NAVD 88
 OQ0180
 OQ0180  VERT ORDER  -  FIRST     CLASS II
 OQ0180
 OQ0180.The horizontal coordinates were scaled from a topographic map and have
 OQ0180.an estimated accuracy of +/- 6 seconds.
 OQ0180
 OQ0180.The orthometric height was determined by differential leveling
 OQ0180.and adjusted by the National Geodetic Survey in June 1991..
 OQ0180
 OQ0180.The geoid height was determined by GEOID03.
 OQ0180
 OQ0180.The dynamic height is computed by dividing the NAVD 88
 OQ0180.geopotential number by the normal gravity value computed on the
 OQ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0180.degrees latitude (g = 980.6199 gals.).
 OQ0180
 OQ0180.The modeled gravity was interpolated from observed gravity values.
 OQ0180
 OQ0180;                    North         East    Units  Estimated Accuracy
 OQ0180;SPC IA N     - 1,198,200.    1,252,660.      MT  (+/- 180 meters Scaled)
 OQ0180
 OQ0180                          SUPERSEDED SURVEY CONTROL
 OQ0180
 OQ0180  NGVD 29 (??/??/92)  390.072  (m)         1279.76   (f) ADJ UNCH    1 2
 OQ0180
 OQ0180.Superseded values are not recommended for survey control.
 OQ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0180.See file dsdata.txt to determine how the superseded data were derived.
 OQ0180
 OQ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN992908(NAD 83)
 OQ0180_MARKER: P = PIPE CAP
 OQ0180_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OQ0180_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OQ0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ0180
 OQ0180  HISTORY     - Date     Condition        Report By
 OQ0180  HISTORY     - UNK      MONUMENTED       CGS
 OQ0180  HISTORY     - 1949     GOOD             NGS
 OQ0180
 OQ0180                          STATION DESCRIPTION
 OQ0180
 OQ0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 OQ0180'3.6 MI NW FROM FAIRVIEW.
 OQ0180'3.6 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OQ0180'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT FAIRVIEW,
 OQ0180'2 POLES NORTH OF MILEPOST 45, 45.0 FEET WEST OF THE WEST
 OQ0180'RAIL, 26.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 OQ0180'ROAD, 3.0 FEET EAST OF A RIGHT-OF-WAY FENCE, 1.0 FOOT EAST
 OQ0180'OF A REFERENCE POST, A 3-INCH RED METAL CAP SCREWED ON THE
 OQ0180'TOP OF A 3-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE
 OQ0180'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9316 ***********************************************************************
 AE9316  DESIGNATION -  D
 AE9316  PID         -  AE9316
 AE9316  STATE/COUNTY-  IA/JACKSON
 AE9316  USGS QUAD   -  SAVANNA (1990)
 AE9316
 AE9316                         *CURRENT SURVEY CONTROL
 AE9316  ___________________________________________________________________
 AE9316* NAD 83(1986)-  42 03 03.     (N)    090 11 38.     (W)     SCALED    
 AE9316* NAVD 88     -       220.050  (meters)     721.95   (feet)  ADJUSTED  
 AE9316  ___________________________________________________________________
 AE9316  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AE9316  DYNAMIC HT  -         219.974 (meters)     721.70  (feet)  COMP
 AE9316  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 AE9316
 AE9316  VERT ORDER  -  FIRST     CLASS II
 AE9316
 AE9316.The horizontal coordinates were scaled from a topographic map and have
 AE9316.an estimated accuracy of +/- 6 seconds.
 AE9316
 AE9316.The orthometric height was determined by differential leveling
 AE9316.and adjusted by the National Geodetic Survey in July 2002..
 AE9316
 AE9316.The geoid height was determined by GEOID03.
 AE9316
 AE9316.The dynamic height is computed by dividing the NAVD 88
 AE9316.geopotential number by the normal gravity value computed on the
 AE9316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9316.degrees latitude (g = 980.6199 gals.).
 AE9316
 AE9316.The modeled gravity was interpolated from observed gravity values.
 AE9316
 AE9316;                    North         East    Units  Estimated Accuracy
 AE9316;SPC IA N     - 1,066,540.    1,773,630.      MT  (+/- 180 meters Scaled)
 AE9316
 AE9316                          SUPERSEDED SURVEY CONTROL
 AE9316
 AE9316.No superseded survey control is available for this station.
 AE9316
 AE9316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG322592(NAD 83)
 AE9316_MARKER: DB = BENCH MARK DISK
 AE9316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE9316_SP_SET: CULVERT HEADWALL
 AE9316_STAMPING: D
 AE9316_MARK LOGO: IAHD  
 AE9316_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9316+STABILITY: SURFACE MOTION
 AE9316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9316+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1998
 AE9316
 AE9316  HISTORY     - Date     Condition        Report By
 AE9316  HISTORY     - UNK      MONUMENTED       IAHD
 AE9316  HISTORY     - 19980106 GOOD             NGS
 AE9316  HISTORY     - 20010331 GOOD             NGS
 AE9316
 AE9316                          STATION DESCRIPTION
 AE9316
 AE9316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9316'2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 AE9316'IN SABULA, THENCE 1.9 KM (1.20 MI) SOUTHERLY ALONG U.S.  HIGHWAY 67,
 AE9316'IN TOP OF AND 1.0 M (3.3 FT) NORTH OF THE SOUTH END OF THE EAST
 AE9316'CONCRETE HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY, 18.2 M (59.7 FT)
 AE9316'SOUTH OF THE CENTER OF 21ST STREET, 10.8 M (35.4 FT) EAST OF THE
 AE9316'HIGHWAY CENTERLINE, AND 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AE9316
 AE9316                          STATION RECOVERY (2001)
 AE9316
 AE9316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AE9316'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0118 ***********************************************************************
 OP0118  DESIGNATION -  D 1
 OP0118  PID         -  OP0118
 OP0118  STATE/COUNTY-  IA/KOSSUTH
 OP0118  USGS QUAD   -  LEDYARD (1972)
 OP0118
 OP0118                         *CURRENT SURVEY CONTROL
 OP0118  ___________________________________________________________________
 OP0118* NAD 83(1986)-  43 23 39.     (N)    094 10 47.     (W)     SCALED    
 OP0118* NAVD 88     -       349.225  (meters)    1145.75   (feet)  ADJUSTED  
 OP0118  ___________________________________________________________________
 OP0118  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 OP0118  DYNAMIC HT  -         349.143 (meters)    1145.48  (feet)  COMP
 OP0118  MODELED GRAV-     980,375.9   (mgal)                       NAVD 88
 OP0118
 OP0118  VERT ORDER  -  FIRST     CLASS II
 OP0118
 OP0118.The horizontal coordinates were scaled from a topographic map and have
 OP0118.an estimated accuracy of +/- 6 seconds.
 OP0118
 OP0118.The orthometric height was determined by differential leveling
 OP0118.and adjusted by the National Geodetic Survey in June 1991..
 OP0118
 OP0118.The geoid height was determined by GEOID03.
 OP0118
 OP0118.The dynamic height is computed by dividing the NAVD 88
 OP0118.geopotential number by the normal gravity value computed on the
 OP0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0118.degrees latitude (g = 980.6199 gals.).
 OP0118
 OP0118.The modeled gravity was interpolated from observed gravity values.
 OP0118
 OP0118;                    North         East    Units  Estimated Accuracy
 OP0118;SPC IA N     - 1,210,630.    1,444,930.      MT  (+/- 180 meters Scaled)
 OP0118
 OP0118                          SUPERSEDED SURVEY CONTROL
 OP0118
 OP0118  NGVD 29 (??/??/92)  349.178  (m)         1145.59   (f) ADJ UNCH    1 2
 OP0118
 OP0118.Superseded values are not recommended for survey control.
 OP0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0118.See file dsdata.txt to determine how the superseded data were derived.
 OP0118
 OP0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ044052(NAD 83)
 OP0118_MARKER: DB = BENCH MARK DISK
 OP0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0118_STAMPING: 1145.595 D 1 1930
 OP0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0118+STABILITY: SURFACE MOTION
 OP0118
 OP0118  HISTORY     - Date     Condition        Report By
 OP0118  HISTORY     - 1930     MONUMENTED       CGS
 OP0118  HISTORY     - 1934     GOOD             NGS
 OP0118  HISTORY     - 1972     MARK NOT FOUND   USGS
 OP0118
 OP0118                          STATION DESCRIPTION
 OP0118
 OP0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0118'0.9 MI N FROM GERLED.
 OP0118'0.9 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OP0118'GERLED, KOSSUTH COUNTY, 750 FEET SOUTHWEST OF BRIDGE 854, AND 48 FEET
 OP0118'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 OP0118'1145.595 D 1 1930 AND SET IN THE TOP OF A CONCRETE POST.
 OP0118
 OP0118                          STATION RECOVERY (1972)
 OP0118
 OP0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0190 ***********************************************************************
 MH0190  DESIGNATION -  D 10
 MH0190  PID         -  MH0190
 MH0190  STATE/COUNTY-  IA/JASPER
 MH0190  USGS QUAD   -  COLFAX (1965)
 MH0190
 MH0190                         *CURRENT SURVEY CONTROL
 MH0190  ___________________________________________________________________
 MH0190* NAD 83(1986)-  41 41 58.     (N)    093 14 46.     (W)     SCALED    
 MH0190* NAVD 88     -       246.336  (meters)     808.19   (feet)  ADJUSTED  
 MH0190  ___________________________________________________________________
 MH0190  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 MH0190  DYNAMIC HT  -         246.234 (meters)     807.85  (feet)  COMP
 MH0190  MODELED GRAV-     980,203.1   (mgal)                       NAVD 88
 MH0190
 MH0190  VERT ORDER  -  FIRST     CLASS II
 MH0190
 MH0190.The horizontal coordinates were scaled from a topographic map and have
 MH0190.an estimated accuracy of +/- 6 seconds.
 MH0190
 MH0190.The orthometric height was determined by differential leveling
 MH0190.and adjusted by the National Geodetic Survey in June 1991..
 MH0190
 MH0190.The geoid height was determined by GEOID03.
 MH0190
 MH0190.The dynamic height is computed by dividing the NAVD 88
 MH0190.geopotential number by the normal gravity value computed on the
 MH0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0190.degrees latitude (g = 980.6199 gals.).
 MH0190
 MH0190.The modeled gravity was interpolated from observed gravity values.
 MH0190
 MH0190;                    North         East    Units  Estimated Accuracy
 MH0190;SPC IA S     -   188,760.      521,130.      MT  (+/- 180 meters Scaled)
 MH0190
 MH0190                          SUPERSEDED SURVEY CONTROL
 MH0190
 MH0190  NGVD 29 (??/??/92)  246.301  (m)          808.07   (f) ADJ UNCH    1 2
 MH0190
 MH0190.Superseded values are not recommended for survey control.
 MH0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0190.See file dsdata.txt to determine how the superseded data were derived.
 MH0190
 MH0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG795164(NAD 83)
 MH0190_MARKER: DB = BENCH MARK DISK
 MH0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0190_STAMPING: D 10 1933
 MH0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0190+STABILITY: SURFACE MOTION
 MH0190
 MH0190  HISTORY     - Date     Condition        Report By
 MH0190  HISTORY     - 1933     MONUMENTED       CGS
 MH0190  HISTORY     - 1934     GOOD             NGS
 MH0190
 MH0190                          STATION DESCRIPTION
 MH0190
 MH0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0190'1.3 MI N FROM COLFAX.
 MH0190'1.3 MILES NORTH ALONG STATE HIGHWAY 64 FROM COLFAX, JASPER
 MH0190'COUNTY, 55 FEET EAST OF A COUNTY-ROAD INTERSECTION, AND 94 FEET
 MH0190'EAST OF THE SOUTHEAST CORNER OF POWESLTEIK SCHOOL 1.  A STANDARD
 MH0190'DISK, STAMPED D 10 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0222 ***********************************************************************
 MJ0222  DESIGNATION -  D 100
 MJ0222  PID         -  MJ0222
 MJ0222  STATE/COUNTY-  IA/AUDUBON
 MJ0222  USGS QUAD   -  GRAY (1971)
 MJ0222
 MJ0222                         *CURRENT SURVEY CONTROL
 MJ0222  ___________________________________________________________________
 MJ0222* NAD 83(1986)-  41 48 02.     (N)    094 56 14.     (W)     SCALED    
 MJ0222* NAVD 88     -       425.660  (meters)    1396.52   (feet)  ADJUSTED  
 MJ0222  ___________________________________________________________________
 MJ0222  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 MJ0222  DYNAMIC HT  -         425.491 (meters)    1395.97  (feet)  COMP
 MJ0222  MODELED GRAV-     980,212.0   (mgal)                       NAVD 88
 MJ0222
 MJ0222  VERT ORDER  -  SECOND    CLASS 0
 MJ0222
 MJ0222.The horizontal coordinates were scaled from a topographic map and have
 MJ0222.an estimated accuracy of +/- 6 seconds.
 MJ0222
 MJ0222.The orthometric height was determined by differential leveling
 MJ0222.and adjusted by the National Geodetic Survey in June 1991..
 MJ0222
 MJ0222.The geoid height was determined by GEOID03.
 MJ0222
 MJ0222.The dynamic height is computed by dividing the NAVD 88
 MJ0222.geopotential number by the normal gravity value computed on the
 MJ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0222.degrees latitude (g = 980.6199 gals.).
 MJ0222
 MJ0222.The modeled gravity was interpolated from observed gravity values.
 MJ0222
 MJ0222;                    North         East    Units  Estimated Accuracy
 MJ0222;SPC IA S     -   200,940.      380,560.      MT  (+/- 180 meters Scaled)
 MJ0222
 MJ0222                          SUPERSEDED SURVEY CONTROL
 MJ0222
 MJ0222  NGVD 29 (??/??/92)  425.558  (m)         1396.18   (f) ADJ UNCH    2 0
 MJ0222
 MJ0222.Superseded values are not recommended for survey control.
 MJ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0222.See file dsdata.txt to determine how the superseded data were derived.
 MJ0222
 MJ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG390294(NAD 83)
 MJ0222_MARKER: DB = BENCH MARK DISK
 MJ0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0222_SP_SET: CULVERT
 MJ0222_STAMPING: D 100 1935
 MJ0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0222
 MJ0222  HISTORY     - Date     Condition        Report By
 MJ0222  HISTORY     - 1935     MONUMENTED       CGS
 MJ0222  HISTORY     - 1941     GOOD             NGS
 MJ0222  HISTORY     - 20040328 MARK NOT FOUND   JCLS
 MJ0222
 MJ0222                          STATION DESCRIPTION
 MJ0222
 MJ0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MJ0222'2.1 MI NW FROM ROSS.
 MJ0222'2.1 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0222'FROM THE STATION AT ROSS, AUDUBON COUNTY, 3.6 MILES SOUTHEAST OF
 MJ0222'THE STATION AT GRAY, AT THE CROSSING OF U.S. HIGHWAY 71, 24 FEET
 MJ0222'SOUTHWEST OF THE CENTERLINE OF THE TRACK, 12 FEET WEST OF THE
 MJ0222'CENTERLINE OF THE HIGHWAY, AT A 2-BY 3-FOOT CONCRETE-BOX CULVERT
 MJ0222'UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE WEST CONCRETE
 MJ0222'HEADWALL, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 MJ0222'D 100 1935.
 MJ0222
 MJ0222                          STATION RECOVERY (2004)
 MJ0222
 MJ0222'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 MJ0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0030 ***********************************************************************
 MJ0030  DESIGNATION -  D 102
 MJ0030  PID         -  MJ0030
 MJ0030  STATE/COUNTY-  IA/GREENE
 MJ0030  USGS QUAD   -  COOPER (1982)
 MJ0030
 MJ0030                         *CURRENT SURVEY CONTROL
 MJ0030  ___________________________________________________________________
 MJ0030* NAD 83(1986)-  41 59 44.     (N)    094 22 03.     (W)     SCALED    
 MJ0030* NAVD 88     -       319.287  (meters)    1047.53   (feet)  ADJUSTED  
 MJ0030  ___________________________________________________________________
 MJ0030  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 MJ0030  DYNAMIC HT  -         319.196 (meters)    1047.23  (feet)  COMP
 MJ0030  MODELED GRAV-     980,325.9   (mgal)                       NAVD 88
 MJ0030
 MJ0030  VERT ORDER  -  SECOND    CLASS 0
 MJ0030
 MJ0030.The horizontal coordinates were scaled from a topographic map and have
 MJ0030.an estimated accuracy of +/- 6 seconds.
 MJ0030
 MJ0030.The orthometric height was determined by differential leveling
 MJ0030.and adjusted by the National Geodetic Survey in June 1991..
 MJ0030
 MJ0030.The geoid height was determined by GEOID03.
 MJ0030
 MJ0030.The dynamic height is computed by dividing the NAVD 88
 MJ0030.geopotential number by the normal gravity value computed on the
 MJ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0030.degrees latitude (g = 980.6199 gals.).
 MJ0030
 MJ0030.The modeled gravity was interpolated from observed gravity values.
 MJ0030
 MJ0030;                    North         East    Units  Estimated Accuracy
 MJ0030;SPC IA N     - 1,055,410.    1,428,120.      MT  (+/- 180 meters Scaled)
 MJ0030
 MJ0030                          SUPERSEDED SURVEY CONTROL
 MJ0030
 MJ0030  NGVD 29 (??/??/92)  319.259  (m)         1047.44   (f) ADJ UNCH    2 0
 MJ0030
 MJ0030.Superseded values are not recommended for survey control.
 MJ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0030.See file dsdata.txt to determine how the superseded data were derived.
 MJ0030
 MJ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG867501(NAD 83)
 MJ0030_MARKER: DB = BENCH MARK DISK
 MJ0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0030_SP_SET: WALL
 MJ0030_STAMPING: D 102 1935
 MJ0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0030
 MJ0030  HISTORY     - Date     Condition        Report By
 MJ0030  HISTORY     - 1935     MONUMENTED       CGS
 MJ0030
 MJ0030                          STATION DESCRIPTION
 MJ0030
 MJ0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0030'1.4 MI S FROM JEFFERSON.
 MJ0030'1.4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0030'RAILROAD FROM THE STATION AT JEFFERSON, GREENE COUNTY, AT BRIDGE
 MJ0030'Y 138 OVER A HIGHWAY, IN THE TOP OF THE NORTHWEST CONCRETE BACKWALL,
 MJ0030'8 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 1
 MJ0030'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 102 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0031 ***********************************************************************
 MJ0031  DESIGNATION -  D 102 RESET
 MJ0031  PID         -  MJ0031
 MJ0031  STATE/COUNTY-  IA/GREENE
 MJ0031  USGS QUAD   -  COOPER (1982)
 MJ0031
 MJ0031                         *CURRENT SURVEY CONTROL
 MJ0031  ___________________________________________________________________
 MJ0031* NAD 83(1986)-  41 59 44.     (N)    094 22 03.     (W)     SCALED    
 MJ0031* NAVD 88     -       318.49   (meters)    1044.9    (feet)  RESET     
 MJ0031  ___________________________________________________________________
 MJ0031  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 MJ0031
 MJ0031  VERT ORDER  -  THIRD
 MJ0031
 MJ0031.The horizontal coordinates were scaled from a topographic map and have
 MJ0031.an estimated accuracy of +/- 6 seconds.
 MJ0031
 MJ0031.The orthometric height was computed from unverified reset data.
 MJ0031
 MJ0031.The geoid height was determined by GEOID03.
 MJ0031
 MJ0031;                    North         East    Units  Estimated Accuracy
 MJ0031;SPC IA N     - 1,055,410.    1,428,120.      MT  (+/- 180 meters Scaled)
 MJ0031
 MJ0031                          SUPERSEDED SURVEY CONTROL
 MJ0031
 MJ0031.No superseded survey control is available for this station.
 MJ0031
 MJ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG867501(NAD 83)
 MJ0031_MARKER: DD = SURVEY DISK
 MJ0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0031_SP_SET: WALL
 MJ0031_STAMPING: D 102 RESET 1968
 MJ0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0031
 MJ0031  HISTORY     - Date     Condition        Report By
 MJ0031  HISTORY     - 1968     MONUMENTED       CMPPRR
 MJ0031
 MJ0031                          STATION DESCRIPTION
 MJ0031
 MJ0031'DESCRIBED BY MILWAUKEE AND PACIF 1968
 MJ0031'1.4 MI S FROM JEFFERSON.
 MJ0031'1.4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0031'RAILROAD FROM THE STATION AT JEFFERSON, AT BRIDGE Y 138 OVER A
 MJ0031'HIGHWAY, SET IN THE TOP OF THE NORTHWEST CONCRETE BACKWALL, 8.5
 MJ0031'FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 4 FEET BELOW THE
 MJ0031'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0142 ***********************************************************************
 MJ0142  DESIGNATION -  D 104
 MJ0142  PID         -  MJ0142
 MJ0142  STATE/COUNTY-  IA/ADAIR
 MJ0142  USGS QUAD   -  ORIENT (1981)
 MJ0142
 MJ0142                         *CURRENT SURVEY CONTROL
 MJ0142  ___________________________________________________________________
 MJ0142* NAD 83(1986)-  41 11 11.     (N)    094 24 07.     (W)     SCALED    
 MJ0142* NAVD 88     -       414.803  (meters)    1360.90   (feet)  ADJUSTED  
 MJ0142  ___________________________________________________________________
 MJ0142  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 MJ0142  DYNAMIC HT  -         414.598 (meters)    1360.23  (feet)  COMP
 MJ0142  MODELED GRAV-     980,116.3   (mgal)                       NAVD 88
 MJ0142
 MJ0142  VERT ORDER  -  SECOND    CLASS 0
 MJ0142
 MJ0142.The horizontal coordinates were scaled from a topographic map and have
 MJ0142.an estimated accuracy of +/- 6 seconds.
 MJ0142
 MJ0142.The orthometric height was determined by differential leveling
 MJ0142.and adjusted by the National Geodetic Survey in June 1991..
 MJ0142
 MJ0142.The geoid height was determined by GEOID03.
 MJ0142
 MJ0142.The dynamic height is computed by dividing the NAVD 88
 MJ0142.geopotential number by the normal gravity value computed on the
 MJ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0142.degrees latitude (g = 980.6199 gals.).
 MJ0142
 MJ0142.The modeled gravity was interpolated from observed gravity values.
 MJ0142
 MJ0142;                    North         East    Units  Estimated Accuracy
 MJ0142;SPC IA S     -   132,140.      424,330.      MT  (+/- 180 meters Scaled)
 MJ0142
 MJ0142                          SUPERSEDED SURVEY CONTROL
 MJ0142
 MJ0142  NGVD 29 (??/??/92)  414.675  (m)         1360.48   (f) ADJ UNCH    2 0
 MJ0142
 MJ0142.Superseded values are not recommended for survey control.
 MJ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0142.See file dsdata.txt to determine how the superseded data were derived.
 MJ0142
 MJ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF824603(NAD 83)
 MJ0142_MARKER: DB = BENCH MARK DISK
 MJ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0142_STAMPING: D 104 1935
 MJ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0142+STABILITY: SURFACE MOTION
 MJ0142
 MJ0142  HISTORY     - Date     Condition        Report By
 MJ0142  HISTORY     - 1935     MONUMENTED       CGS
 MJ0142  HISTORY     - 1971     GOOD             NGS
 MJ0142
 MJ0142                          STATION DESCRIPTION
 MJ0142
 MJ0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0142'1.6 MI S FROM ORIENT.
 MJ0142'1.6 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0142'FROM THE STATION AT ORIENT, ADAIR COUNTY, 9 POLES SOUTH OF
 MJ0142'MILEPOST 11, AT A ROAD CROSSING, 39 FEET NORTH OF THE CENTERLINE
 MJ0142'OF THE ROAD, 40 FEET WEST OF THE CENTERLINE OF THE TRACK, 13 FEET
 MJ0142'NORTHEAST OF A POLE, 5 FEET EAST OF A FENCE CORNER, AND LEVEL
 MJ0142'WITH THE TRACK.  A STANDARD DISK, STAMPED D 104 1935 AND SET IN
 MJ0142'THE TOP OF A CONCRETE POST.
 MJ0142
 MJ0142                          STATION RECOVERY (1971)
 MJ0142
 MJ0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MJ0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0042 ***********************************************************************
 LF0042  DESIGNATION -  D 105
 LF0042  PID         -  LF0042
 LF0042  STATE/COUNTY-  IA/RINGGOLD
 LF0042  USGS QUAD   -  MOUNT AYR (1981)
 LF0042
 LF0042                         *CURRENT SURVEY CONTROL
 LF0042  ___________________________________________________________________
 LF0042* NAD 83(1986)-  40 44 04.     (N)    094 13 25.     (W)     SCALED    
 LF0042* NAVD 88     -       338.079  (meters)    1109.18   (feet)  ADJUSTED  
 LF0042  ___________________________________________________________________
 LF0042  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 LF0042  DYNAMIC HT  -         337.909 (meters)    1108.62  (feet)  COMP
 LF0042  MODELED GRAV-     980,112.8   (mgal)                       NAVD 88
 LF0042
 LF0042  VERT ORDER  -  SECOND    CLASS 0
 LF0042
 LF0042.The horizontal coordinates were scaled from a topographic map and have
 LF0042.an estimated accuracy of +/- 6 seconds.
 LF0042
 LF0042.The orthometric height was determined by differential leveling
 LF0042.and adjusted by the National Geodetic Survey in June 1991..
 LF0042
 LF0042.The geoid height was determined by GEOID03.
 LF0042
 LF0042.The dynamic height is computed by dividing the NAVD 88
 LF0042.geopotential number by the normal gravity value computed on the
 LF0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0042.degrees latitude (g = 980.6199 gals.).
 LF0042
 LF0042.The modeled gravity was interpolated from observed gravity values.
 LF0042
 LF0042;                    North         East    Units  Estimated Accuracy
 LF0042;SPC IA S     -    81,810.      438,880.      MT  (+/- 180 meters Scaled)
 LF0042
 LF0042                          SUPERSEDED SURVEY CONTROL
 LF0042
 LF0042  NGVD 29 (??/??/92)  337.976  (m)         1108.84   (f) ADJ UNCH    2 0
 LF0042
 LF0042.Superseded values are not recommended for survey control.
 LF0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0042.See file dsdata.txt to determine how the superseded data were derived.
 LF0042
 LF0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF966099(NAD 83)
 LF0042_MARKER: DB = BENCH MARK DISK
 LF0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0042_SP_SET: BRIDGE
 LF0042_STAMPING: D 105 1935
 LF0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0042
 LF0042  HISTORY     - Date     Condition        Report By
 LF0042  HISTORY     - 1935     MONUMENTED       CGS
 LF0042  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0042
 LF0042                          STATION DESCRIPTION
 LF0042
 LF0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0042'1.9 MI N FROM MOUNT AYR.
 LF0042'1.9 MILES NORTH ALONG U.S. HIGHWAY 169 FROM THE CHICAGO, BURLINGTON
 LF0042'AND QUINCY RAILROAD STATION AT MOUNT AYR, RINGGOLD COUNTY,
 LF0042'AT A 20-FOOT CONCRETE DECK BRIDGE, IN THE TOP OF THE NORTHEAST
 LF0042'WINGWALL, 12 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 LF0042'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 LF0042'D 105 1935.
 LF0042
 LF0042                          STATION RECOVERY (1977)
 LF0042
 LF0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0003 ***********************************************************************
 LF0003  DESIGNATION -  D 106
 LF0003  PID         -  LF0003
 LF0003  STATE/COUNTY-  IA/RINGGOLD
 LF0003  USGS QUAD   -  CLEARFIELD (1981)
 LF0003
 LF0003                         *CURRENT SURVEY CONTROL
 LF0003  ___________________________________________________________________
 LF0003* NAD 83(1986)-  40 48 42.     (N)    094 25 06.     (W)     SCALED    
 LF0003* NAVD 88     -       349.910  (meters)    1148.00   (feet)  ADJUSTED  
 LF0003  ___________________________________________________________________
 LF0003  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 LF0003  DYNAMIC HT  -         349.732 (meters)    1147.41  (feet)  COMP
 LF0003  MODELED GRAV-     980,108.1   (mgal)                       NAVD 88
 LF0003
 LF0003  VERT ORDER  -  SECOND    CLASS 0
 LF0003
 LF0003.The horizontal coordinates were scaled from a topographic map and have
 LF0003.an estimated accuracy of +/- 6 seconds.
 LF0003
 LF0003.The orthometric height was determined by differential leveling
 LF0003.and adjusted by the National Geodetic Survey in June 1991..
 LF0003
 LF0003.The geoid height was determined by GEOID03.
 LF0003
 LF0003.The dynamic height is computed by dividing the NAVD 88
 LF0003.geopotential number by the normal gravity value computed on the
 LF0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0003.degrees latitude (g = 980.6199 gals.).
 LF0003
 LF0003.The modeled gravity was interpolated from observed gravity values.
 LF0003
 LF0003;                    North         East    Units  Estimated Accuracy
 LF0003;SPC IA S     -    90,540.      422,520.      MT  (+/- 180 meters Scaled)
 LF0003
 LF0003                          SUPERSEDED SURVEY CONTROL
 LF0003
 LF0003  NGVD 29 (??/??/92)  349.793  (m)         1147.61   (f) ADJ UNCH    2 0
 LF0003
 LF0003.Superseded values are not recommended for survey control.
 LF0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0003.See file dsdata.txt to determine how the superseded data were derived.
 LF0003
 LF0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF803188(NAD 83)
 LF0003_MARKER: DB = BENCH MARK DISK
 LF0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0003_STAMPING: D 106 1935
 LF0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0003+STABILITY: SURFACE MOTION
 LF0003
 LF0003  HISTORY     - Date     Condition        Report By
 LF0003  HISTORY     - 1935     MONUMENTED       CGS
 LF0003  HISTORY     - 1978     MARK NOT FOUND   USGS
 LF0003
 LF0003                          STATION DESCRIPTION
 LF0003
 LF0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0003'3.4 MI E FROM CLEARFIELD.
 LF0003'IN RINGGOLD COUNTY, 3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LF0003'AND QUINCY RAILROAD FROM THE STATION AT CLEARFIELD, TAYLOR
 LF0003'COUNTY, MIDWAY BETWEEN POLES 186+11 AND 186+12, AT A ROAD
 LF0003'CROSSING, 33 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 12 FEET
 LF0003'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE
 LF0003'TRACK.  A STANDARD DISK, STAMPED D 106 1935 AND SET IN THE TOP
 LF0003'OF A CONCRETE POST.
 LF0003
 LF0003                          STATION RECOVERY (1978)
 LF0003
 LF0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LF0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0217 ***********************************************************************
 LF0217  DESIGNATION -  D 107
 LF0217  PID         -  LF0217
 LF0217  STATE/COUNTY-  IA/PAGE
 LF0217  USGS QUAD   -  COIN (1981)
 LF0217
 LF0217                         *CURRENT SURVEY CONTROL
 LF0217  ___________________________________________________________________
 LF0217* NAD 83(1986)-  40 44 01.     (N)    095 08 59.     (W)     SCALED    
 LF0217* NAVD 88     -       316.926  (meters)    1039.78   (feet)  ADJUSTED  
 LF0217  ___________________________________________________________________
 LF0217  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 LF0217  DYNAMIC HT  -         316.757 (meters)    1039.23  (feet)  COMP
 LF0217  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 LF0217
 LF0217  VERT ORDER  -  SECOND    CLASS 0
 LF0217
 LF0217.The horizontal coordinates were scaled from a topographic map and have
 LF0217.an estimated accuracy of +/- 6 seconds.
 LF0217
 LF0217.The orthometric height was determined by differential leveling
 LF0217.and adjusted by the National Geodetic Survey in June 1991..
 LF0217
 LF0217.The geoid height was determined by GEOID03.
 LF0217
 LF0217.The dynamic height is computed by dividing the NAVD 88
 LF0217.geopotential number by the normal gravity value computed on the
 LF0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0217.degrees latitude (g = 980.6199 gals.).
 LF0217
 LF0217.The modeled gravity was interpolated from observed gravity values.
 LF0217
 LF0217;                    North         East    Units  Estimated Accuracy
 LF0217;SPC IA S     -    82,790.      360,650.      MT  (+/- 180 meters Scaled)
 LF0217
 LF0217                          SUPERSEDED SURVEY CONTROL
 LF0217
 LF0217  NGVD 29 (??/??/92)  316.809  (m)         1039.40   (f) ADJ UNCH    2 0
 LF0217
 LF0217.Superseded values are not recommended for survey control.
 LF0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0217.See file dsdata.txt to determine how the superseded data were derived.
 LF0217
 LF0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF184114(NAD 83)
 LF0217_MARKER: DB = BENCH MARK DISK
 LF0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0217_SP_SET: CULVERT
 LF0217_STAMPING: D 107 1935
 LF0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0217
 LF0217  HISTORY     - Date     Condition        Report By
 LF0217  HISTORY     - 1935     MONUMENTED       CGS
 LF0217
 LF0217                          STATION DESCRIPTION
 LF0217
 LF0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0217'AT YORKTOWN.
 LF0217'AT YORKTOWN, PAGE COUNTY, ON THE ABANDONED CHICAGO, BURLINGTON
 LF0217'AND QUINCY RAILROAD, OPPOSITE TRESTLE 230.31, MIDWAY BETWEEN POLES
 LF0217'230+11 AND 230+12, AT A ROAD CROSSING, 114 FEET NORTHEAST OF THE
 LF0217'CENTERLINE OF THE ROAD, 87 FEET SOUTHEAST OF THE CENTERLINE OF
 LF0217'THE OLD ROADBED, AT A 9- BY 5-FOOT CONCRETE-BOX CULVERT, IN THE
 LF0217'CENTER OF THE TOP OF THE NORTH HEADWALL, AND 4 FEET LOWER THAN
 LF0217'THE OLD ROADBED.  A STANDARD DISK, STAMPED D 107 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0533 ***********************************************************************
 MJ0533  DESIGNATION -  D 108
 MJ0533  PID         -  MJ0533
 MJ0533  STATE/COUNTY-  IA/MONTGOMERY
 MJ0533  USGS QUAD   -  RED OAK NORTH (1978)
 MJ0533
 MJ0533                         *CURRENT SURVEY CONTROL
 MJ0533  ___________________________________________________________________
 MJ0533* NAD 83(1986)-  41 00 31.     (N)    095 13 36.     (W)     SCALED    
 MJ0533* NAVD 88     -       319.770  (meters)    1049.11   (feet)  ADJUSTED  
 MJ0533  ___________________________________________________________________
 MJ0533  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 MJ0533  DYNAMIC HT  -         319.615 (meters)    1048.60  (feet)  COMP
 MJ0533  MODELED GRAV-     980,132.4   (mgal)                       NAVD 88
 MJ0533
 MJ0533  VERT ORDER  -  SECOND    CLASS 0
 MJ0533
 MJ0533.The horizontal coordinates were scaled from a topographic map and have
 MJ0533.an estimated accuracy of +/- 6 seconds.
 MJ0533
 MJ0533.The orthometric height was determined by differential leveling
 MJ0533.and adjusted by the National Geodetic Survey in June 1991..
 MJ0533
 MJ0533.The geoid height was determined by GEOID03.
 MJ0533
 MJ0533.The dynamic height is computed by dividing the NAVD 88
 MJ0533.geopotential number by the normal gravity value computed on the
 MJ0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0533.degrees latitude (g = 980.6199 gals.).
 MJ0533
 MJ0533.The modeled gravity was interpolated from observed gravity values.
 MJ0533
 MJ0533;                    North         East    Units  Estimated Accuracy
 MJ0533;SPC IA S     -   113,450.      354,760.      MT  (+/- 180 meters Scaled)
 MJ0533
 MJ0533                          SUPERSEDED SURVEY CONTROL
 MJ0533
 MJ0533  NGVD 29 (??/??/92)  319.681  (m)         1048.82   (f) ADJ UNCH    2 0
 MJ0533
 MJ0533.Superseded values are not recommended for survey control.
 MJ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0533.See file dsdata.txt to determine how the superseded data were derived.
 MJ0533
 MJ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF127421(NAD 83)
 MJ0533_MARKER: DB = BENCH MARK DISK
 MJ0533_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0533_SP_SET: BUILDING
 MJ0533_STAMPING: D 108 1935
 MJ0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0533
 MJ0533  HISTORY     - Date     Condition        Report By
 MJ0533  HISTORY     - 1935     MONUMENTED       CGS
 MJ0533  HISTORY     - 1949     GOOD             NGS
 MJ0533  HISTORY     - 20060901 POOR             GEOCAC
 MJ0533
 MJ0533                          STATION DESCRIPTION
 MJ0533
 MJ0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0533'AT RED OAK.
 MJ0533'AT RED OAK, AT THE NORTHEAST CORNER OF THE INTERSECTION OF COOLBAUGH
 MJ0533'AND FIFTH STREETS, IN THE WEST FACE OF THE POST OFFICE, 1 FOOT
 MJ0533'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, 1 FOOT BELOW A
 MJ0533'BRONZE TABLET, AND 1.8 FEET ABOVE THE GROUND.  A STANDARD DISK,
 MJ0533'STAMPED 1048.394 D 108 1935 AND SET VERTICALLY.  NOTE-- AT THE
 MJ0533'NORTHEAST CORNER OF COOLBAUGH AND FIFTH STREET, SET VERTICALLY
 MJ0533'IN THE WEST FACE OF THE POST OFFICE, 1.0 FOOT BELOW A BRONZE
 MJ0533'TABLET, AND 1.8 FEET ABOVE THE GROUND.
 MJ0533
 MJ0533                          STATION RECOVERY (2006)
 MJ0533
 MJ0533'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MJ0533'HANDHELD COORDINATES N41 00 32.6 W95 13 35.8, SKY OBSCURED BY
 MJ0533'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0192 ***********************************************************************
 MJ0192  DESIGNATION -  D 109
 MJ0192  PID         -  MJ0192
 MJ0192  STATE/COUNTY-  IA/ADAMS
 MJ0192  USGS QUAD   -  PRESCOTT (1980)
 MJ0192
 MJ0192                         *CURRENT SURVEY CONTROL
 MJ0192  ___________________________________________________________________
 MJ0192* NAD 83(1986)-  41 01 08.     (N)    094 36 47.     (W)     SCALED    
 MJ0192* NAVD 88     -       353.086  (meters)    1158.42   (feet)  ADJUSTED  
 MJ0192  ___________________________________________________________________
 MJ0192  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 MJ0192  DYNAMIC HT  -         352.906 (meters)    1157.83  (feet)  COMP
 MJ0192  MODELED GRAV-     980,103.1   (mgal)                       NAVD 88
 MJ0192
 MJ0192  VERT ORDER  -  SECOND    CLASS 0
 MJ0192
 MJ0192.The horizontal coordinates were scaled from a topographic map and have
 MJ0192.an estimated accuracy of +/- 6 seconds.
 MJ0192
 MJ0192.The orthometric height was determined by differential leveling
 MJ0192.and adjusted by the National Geodetic Survey in June 1991..
 MJ0192
 MJ0192.The geoid height was determined by GEOID03.
 MJ0192
 MJ0192.The dynamic height is computed by dividing the NAVD 88
 MJ0192.geopotential number by the normal gravity value computed on the
 MJ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0192.degrees latitude (g = 980.6199 gals.).
 MJ0192
 MJ0192.The modeled gravity was interpolated from observed gravity values.
 MJ0192
 MJ0192;                    North         East    Units  Estimated Accuracy
 MJ0192;SPC IA S     -   113,750.      406,390.      MT  (+/- 180 meters Scaled)
 MJ0192
 MJ0192                          SUPERSEDED SURVEY CONTROL
 MJ0192
 MJ0192  NGVD 29 (??/??/92)  352.961  (m)         1158.01   (f) ADJ UNCH    2 0
 MJ0192
 MJ0192.Superseded values are not recommended for survey control.
 MJ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0192.See file dsdata.txt to determine how the superseded data were derived.
 MJ0192
 MJ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF643421(NAD 83)
 MJ0192_MARKER: DB = BENCH MARK DISK
 MJ0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0192_STAMPING: D 109 1935
 MJ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0192+STABILITY: SURFACE MOTION
 MJ0192
 MJ0192  HISTORY     - Date     Condition        Report By
 MJ0192  HISTORY     - 1935     MONUMENTED       CGS
 MJ0192  HISTORY     - 1946     GOOD             NGS
 MJ0192  HISTORY     - 1977     MARK NOT FOUND   USGS
 MJ0192
 MJ0192                          STATION DESCRIPTION
 MJ0192
 MJ0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 MJ0192'AT PRESCOTT.
 MJ0192'AT PRESCOTT, ADAMS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MJ0192'RAILROAD, 28 FEET EAST OF THE SOUTHEAST CORNER OF THE STATION,
 MJ0192'AT THE SOUTHWEST CORNER OF A PARK, 18 FEET NORTH OF THE CENTERLINE
 MJ0192'OF THE NORTH TRACK, 13 FEET EAST OF A POLE, AND ABOUT 6 INCHES
 MJ0192'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 109 1935 AND SET
 MJ0192'IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN JUNE
 MJ0192'1946 THAT ONE CORNER OF THE CONCRETE POST HAS BEEN CHIPPED.  THE
 MJ0192'MARK HAS BEEN BUMPED BY TRUCKS DRIVING UP TO THE STATION.
 MJ0192
 MJ0192                          STATION RECOVERY (1977)
 MJ0192
 MJ0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MJ0192'MARK COULD BE COVERED UP WITH AN ACCUMULATION OF JUNK AND DIRT. METAL
 MJ0192'DETECTOR WOULD NOT RESPOND AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0112 ***********************************************************************
 NK0112  DESIGNATION -  D 11
 NK0112  PID         -  NK0112
 NK0112  STATE/COUNTY-  IA/TAMA
 NK0112  USGS QUAD   -  LINCOLN (1971)
 NK0112
 NK0112                         *CURRENT SURVEY CONTROL
 NK0112  ___________________________________________________________________
 NK0112* NAD 83(1986)-  42 17 49.     (N)    092 39 09.     (W)     SCALED    
 NK0112* NAVD 88     -       295.454  (meters)     969.34   (feet)  ADJUSTED  
 NK0112  ___________________________________________________________________
 NK0112  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 NK0112  DYNAMIC HT  -         295.344 (meters)     968.97  (feet)  COMP
 NK0112  MODELED GRAV-     980,241.9   (mgal)                       NAVD 88
 NK0112
 NK0112  VERT ORDER  -  FIRST     CLASS II
 NK0112
 NK0112.The horizontal coordinates were scaled from a topographic map and have
 NK0112.an estimated accuracy of +/- 6 seconds.
 NK0112
 NK0112.The orthometric height was determined by differential leveling
 NK0112.and adjusted by the National Geodetic Survey in June 1991..
 NK0112
 NK0112.The geoid height was determined by GEOID03.
 NK0112
 NK0112.The dynamic height is computed by dividing the NAVD 88
 NK0112.geopotential number by the normal gravity value computed on the
 NK0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0112.degrees latitude (g = 980.6199 gals.).
 NK0112
 NK0112.The modeled gravity was interpolated from observed gravity values.
 NK0112
 NK0112;                    North         East    Units  Estimated Accuracy
 NK0112;SPC IA N     - 1,088,870.    1,569,890.      MT  (+/- 180 meters Scaled)
 NK0112
 NK0112                          SUPERSEDED SURVEY CONTROL
 NK0112
 NK0112  NGVD 29 (??/??/92)  295.438  (m)          969.28   (f) ADJ UNCH    1 2
 NK0112
 NK0112.Superseded values are not recommended for survey control.
 NK0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0112.See file dsdata.txt to determine how the superseded data were derived.
 NK0112
 NK0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG286828(NAD 83)
 NK0112_MARKER: DB = BENCH MARK DISK
 NK0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0112_STAMPING: D 11 1933
 NK0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0112+STABILITY: SURFACE MOTION
 NK0112
 NK0112  HISTORY     - Date     Condition        Report By
 NK0112  HISTORY     - 1933     MONUMENTED       CGS
 NK0112  HISTORY     - 1934     GOOD             NGS
 NK0112
 NK0112                          STATION DESCRIPTION
 NK0112
 NK0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0112'3.5 MI NE FROM LINCOLN.
 NK0112'3.5 MILES NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NK0112'FROM LINCOLN, TAMA COUNTY, AT POLE 294+2, 32 FEET NORTH OF THE
 NK0112'CENTER OF A ROAD CROSSING, AND 22 FEET WEST OF THE CENTERLINE
 NK0112'OF THE TRACK.  A STANDARD DISK, STAMPED D 11 1933 AND SET IN THE
 NK0112'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0267 ***********************************************************************
 MH0267  DESIGNATION -  D 110
 MH0267  PID         -  MH0267
 MH0267  STATE/COUNTY-  IA/CLARKE
 MH0267  USGS QUAD   -  OSCEOLA (1983)
 MH0267
 MH0267                         *CURRENT SURVEY CONTROL
 MH0267  ___________________________________________________________________
 MH0267* NAD 83(1986)-  41 02 03.     (N)    093 51 52.     (W)     SCALED    
 MH0267* NAVD 88     -       358.602  (meters)    1176.51   (feet)  ADJUSTED  
 MH0267  ___________________________________________________________________
 MH0267  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 MH0267  DYNAMIC HT  -         358.430 (meters)    1175.95  (feet)  COMP
 MH0267  MODELED GRAV-     980,135.6   (mgal)                       NAVD 88
 MH0267
 MH0267  VERT ORDER  -  SECOND    CLASS 0
 MH0267
 MH0267.The horizontal coordinates were scaled from a topographic map and have
 MH0267.an estimated accuracy of +/- 6 seconds.
 MH0267
 MH0267.The orthometric height was determined by differential leveling
 MH0267.and adjusted by the National Geodetic Survey in June 1991..
 MH0267
 MH0267.The geoid height was determined by GEOID03.
 MH0267
 MH0267.The dynamic height is computed by dividing the NAVD 88
 MH0267.geopotential number by the normal gravity value computed on the
 MH0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0267.degrees latitude (g = 980.6199 gals.).
 MH0267
 MH0267.The modeled gravity was interpolated from observed gravity values.
 MH0267
 MH0267;                    North         East    Units  Estimated Accuracy
 MH0267;SPC IA S     -   114,910.      469,360.      MT  (+/- 180 meters Scaled)
 MH0267
 MH0267                          SUPERSEDED SURVEY CONTROL
 MH0267
 MH0267  NGVD 29 (??/??/92)  358.510  (m)         1176.21   (f) ADJ UNCH    2 0
 MH0267
 MH0267.Superseded values are not recommended for survey control.
 MH0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0267.See file dsdata.txt to determine how the superseded data were derived.
 MH0267
 MH0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF273429(NAD 83)
 MH0267_MARKER: DB = BENCH MARK DISK
 MH0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0267_STAMPING: D 110 1935
 MH0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0267+STABILITY: SURFACE MOTION
 MH0267
 MH0267  HISTORY     - Date     Condition        Report By
 MH0267  HISTORY     - 1935     MONUMENTED       CGS
 MH0267  HISTORY     - 1951     MARK NOT FOUND   NGS
 MH0267
 MH0267                          STATION DESCRIPTION
 MH0267
 MH0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MH0267'4.6 MI E FROM MURRAY.
 MH0267'4.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0267'FROM THE STATION AT MURRAY, CLARKE COUNTY, AT A ROAD CROSSING,
 MH0267'36 FEET EAST OF THE CENTERLINE OF THE ROAD, 30 FEET SOUTH OF THE
 MH0267'CENTERLINE OF THE SOUTH TRACK, 3 FEET NORTH OF A POLE WITH TWO
 MH0267'GUY WIRES, AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 MH0267'STAMPED D 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MH0267'NOTE-- PRESUMED TO BE DESTROYED.  RAILROAD HAS DONE GRADING IN
 MH0267'AREA OF B.M. LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0277 ***********************************************************************
 LE0277  DESIGNATION -  D 111
 LE0277  PID         -  LE0277
 LE0277  STATE/COUNTY-  IA/LUCAS
 LE0277  USGS QUAD   -  RUSSELL (1966)
 LE0277
 LE0277                         *CURRENT SURVEY CONTROL
 LE0277  ___________________________________________________________________
 LE0277* NAD 83(1986)-  40 59 08.     (N)    093 08 35.     (W)     SCALED    
 LE0277* NAVD 88     -       291.253  (meters)     955.55   (feet)  ADJUSTED  
 LE0277  ___________________________________________________________________
 LE0277  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 LE0277  DYNAMIC HT  -         291.119 (meters)     955.11  (feet)  COMP
 LE0277  MODELED GRAV-     980,155.4   (mgal)                       NAVD 88
 LE0277
 LE0277  VERT ORDER  -  SECOND    CLASS 0
 LE0277
 LE0277.The horizontal coordinates were scaled from a topographic map and have
 LE0277.an estimated accuracy of +/- 6 seconds.
 LE0277
 LE0277.The orthometric height was determined by differential leveling
 LE0277.and adjusted by the National Geodetic Survey in June 1991..
 LE0277
 LE0277.The geoid height was determined by GEOID03.
 LE0277
 LE0277.The dynamic height is computed by dividing the NAVD 88
 LE0277.geopotential number by the normal gravity value computed on the
 LE0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0277.degrees latitude (g = 980.6199 gals.).
 LE0277
 LE0277.The modeled gravity was interpolated from observed gravity values.
 LE0277
 LE0277;                    North         East    Units  Estimated Accuracy
 LE0277;SPC IA S     -   109,510.      530,040.      MT  (+/- 180 meters Scaled)
 LE0277
 LE0277                          SUPERSEDED SURVEY CONTROL
 LE0277
 LE0277  NGVD 29 (??/??/92)  291.223  (m)          955.45   (f) ADJ UNCH    2 0
 LE0277
 LE0277.Superseded values are not recommended for survey control.
 LE0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0277.See file dsdata.txt to determine how the superseded data were derived.
 LE0277
 LE0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF879371(NAD 83)
 LE0277_MARKER: DB = BENCH MARK DISK
 LE0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0277_STAMPING: D 111 1935
 LE0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0277+STABILITY: SURFACE MOTION
 LE0277
 LE0277  HISTORY     - Date     Condition        Report By
 LE0277  HISTORY     - 1935     MONUMENTED       CGS
 LE0277
 LE0277                          STATION DESCRIPTION
 LE0277
 LE0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0277'2.7 MI E FROM RUSSELL.
 LE0277'2.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0277'FROM THE STATION AT RUSSELL, 100 FEET NORTHWEST OF MILEPOST
 LE0277'324, AT A ROAD CROSSING, 36 FEET SOUTHWEST OF THE CENTERLINE
 LE0277'OF THE SOUTHWEST TRACK, 27 FEET SOUTHEAST OF THE ROAD, 4 FEET
 LE0277'NORTHEAST OF A POLE WITH TWO GUY WIRES, AND LEVEL WITH THE
 LE0277'TRACK.  A STANDARD DISK, STAMPED D 111 1935 AND SET IN THE TOP
 LE0277'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0140 ***********************************************************************
 MH0140  DESIGNATION -  D 112
 MH0140  PID         -  MH0140
 MH0140  STATE/COUNTY-  IA/MONROE
 MH0140  USGS QUAD   -  AVERY (1968)
 MH0140
 MH0140                         *CURRENT SURVEY CONTROL
 MH0140  ___________________________________________________________________
 MH0140* NAD 83(1986)-  41 04 49.     (N)    092 44 24.     (W)     SCALED    
 MH0140* NAVD 88     -       245.571  (meters)     805.68   (feet)  ADJUSTED  
 MH0140  ___________________________________________________________________
 MH0140  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MH0140  DYNAMIC HT  -         245.461 (meters)     805.32  (feet)  COMP
 MH0140  MODELED GRAV-     980,169.0   (mgal)                       NAVD 88
 MH0140
 MH0140  VERT ORDER  -  SECOND    CLASS 0
 MH0140
 MH0140.The horizontal coordinates were scaled from a topographic map and have
 MH0140.an estimated accuracy of +/- 6 seconds.
 MH0140
 MH0140.The orthometric height was determined by differential leveling
 MH0140.and adjusted by the National Geodetic Survey in June 1991..
 MH0140
 MH0140.The geoid height was determined by GEOID03.
 MH0140
 MH0140.The dynamic height is computed by dividing the NAVD 88
 MH0140.geopotential number by the normal gravity value computed on the
 MH0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0140.degrees latitude (g = 980.6199 gals.).
 MH0140
 MH0140.The modeled gravity was interpolated from observed gravity values.
 MH0140
 MH0140;                    North         East    Units  Estimated Accuracy
 MH0140;SPC IA S     -   120,240.      563,860.      MT  (+/- 180 meters Scaled)
 MH0140
 MH0140                          SUPERSEDED SURVEY CONTROL
 MH0140
 MH0140  NGVD 29 (??/??/92)  245.554  (m)          805.62   (f) ADJ UNCH    2 0
 MH0140
 MH0140.Superseded values are not recommended for survey control.
 MH0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0140.See file dsdata.txt to determine how the superseded data were derived.
 MH0140
 MH0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF218477(NAD 83)
 MH0140_MARKER: DB = BENCH MARK DISK
 MH0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0140_STAMPING: D 112 1935
 MH0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0140+STABILITY: SURFACE MOTION
 MH0140
 MH0140  HISTORY     - Date     Condition        Report By
 MH0140  HISTORY     - 1935     MONUMENTED       CGS
 MH0140
 MH0140                          STATION DESCRIPTION
 MH0140
 MH0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0140'3.5 MI NE FROM MAXON.
 MH0140'3.5 MILES NORTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILWAY
 MH0140'FROM THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0140'AT MAXON, MONROE COUNTY, 16-1/2 POLES SOUTH OF MILEPOST 319, AT
 MH0140'A PRIVATE ROAD CROSSING, 18 FEET NORTH OF THE CENTERLINE OF THE
 MH0140'ROAD, 18 FEET WEST OF THE CENTERLINE OF THE TRACK, 15 FEET EAST
 MH0140'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 MH0140'A STANDARD DISK, STAMPED D 112 1935 AND SET IN THE TOP OF A CONCRETE
 MH0140'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0246 ***********************************************************************
 MH0246  DESIGNATION -  D 113
 MH0246  PID         -  MH0246
 MH0246  STATE/COUNTY-  IA/MARION
 MH0246  USGS QUAD   -  BEECH (1965)
 MH0246
 MH0246                         *CURRENT SURVEY CONTROL
 MH0246  ___________________________________________________________________
 MH0246* NAD 83(1986)-  41 20 44.     (N)    093 17 29.     (W)     SCALED    
 MH0246* NAVD 88     -       248.922  (meters)     816.67   (feet)  ADJUSTED  
 MH0246  ___________________________________________________________________
 MH0246  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 MH0246  DYNAMIC HT  -         248.817 (meters)     816.33  (feet)  COMP
 MH0246  MODELED GRAV-     980,193.8   (mgal)                       NAVD 88
 MH0246
 MH0246  VERT ORDER  -  SECOND    CLASS 0
 MH0246
 MH0246.The horizontal coordinates were scaled from a topographic map and have
 MH0246.an estimated accuracy of +/- 6 seconds.
 MH0246
 MH0246.The orthometric height was determined by differential leveling
 MH0246.and adjusted by the National Geodetic Survey in June 1991..
 MH0246
 MH0246.The geoid height was determined by GEOID03.
 MH0246
 MH0246.The dynamic height is computed by dividing the NAVD 88
 MH0246.geopotential number by the normal gravity value computed on the
 MH0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0246.degrees latitude (g = 980.6199 gals.).
 MH0246
 MH0246.The modeled gravity was interpolated from observed gravity values.
 MH0246
 MH0246;                    North         East    Units  Estimated Accuracy
 MH0246;SPC IA S     -   149,440.      517,460.      MT  (+/- 180 meters Scaled)
 MH0246
 MH0246                          SUPERSEDED SURVEY CONTROL
 MH0246
 MH0246  NGVD 29 (??/??/92)  248.893  (m)          816.58   (f) ADJ UNCH    2 0
 MH0246
 MH0246.Superseded values are not recommended for survey control.
 MH0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0246.See file dsdata.txt to determine how the superseded data were derived.
 MH0246
 MH0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF756771(NAD 83)
 MH0246_MARKER: DB = BENCH MARK DISK
 MH0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0246_STAMPING: D 113 1935
 MH0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0246+STABILITY: SURFACE MOTION
 MH0246
 MH0246  HISTORY     - Date     Condition        Report By
 MH0246  HISTORY     - 1935     MONUMENTED       CGS
 MH0246
 MH0246                          STATION DESCRIPTION
 MH0246
 MH0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0246'AT KIMBALL.
 MH0246'AT KIMBALL, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 MH0246'200 FEET NORTHWEST OF THE STATION, AT A ROAD CROSSING, 45 FEET
 MH0246'NORTHWEST OF THE CENTERLINE OF THE ROAD, 36 FEET SOUTHWEST OF THE
 MH0246'CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A
 MH0246'STANDARD DISK, STAMPED D 113 1935 AND SET IN THE TOP OF A
 MH0246'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0256 ***********************************************************************
 LE0256  DESIGNATION -  D 114
 LE0256  PID         -  LE0256
 LE0256  STATE/COUNTY-  IA/WAYNE
 LE0256  USGS QUAD   -  CORYDON (1982)
 LE0256
 LE0256                         *CURRENT SURVEY CONTROL
 LE0256  ___________________________________________________________________
 LE0256* NAD 83(1986)-  40 45 42.     (N)    093 19 38.     (W)     SCALED    
 LE0256* NAVD 88     -       330.789  (meters)    1085.26   (feet)  ADJUSTED  
 LE0256  ___________________________________________________________________
 LE0256  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LE0256  DYNAMIC HT  -         330.627 (meters)    1084.73  (feet)  COMP
 LE0256  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 LE0256
 LE0256  VERT ORDER  -  SECOND    CLASS 0
 LE0256
 LE0256.The horizontal coordinates were scaled from a topographic map and have
 LE0256.an estimated accuracy of +/- 6 seconds.
 LE0256
 LE0256.The orthometric height was determined by differential leveling
 LE0256.and adjusted by the National Geodetic Survey in June 1991..
 LE0256
 LE0256.The geoid height was determined by GEOID03.
 LE0256
 LE0256.The dynamic height is computed by dividing the NAVD 88
 LE0256.geopotential number by the normal gravity value computed on the
 LE0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0256.degrees latitude (g = 980.6199 gals.).
 LE0256
 LE0256.The modeled gravity was interpolated from observed gravity values.
 LE0256
 LE0256;                    North         East    Units  Estimated Accuracy
 LE0256;SPC IA S     -    84,600.      514,590.      MT  (+/- 180 meters Scaled)
 LE0256
 LE0256                          SUPERSEDED SURVEY CONTROL
 LE0256
 LE0256  NGVD 29 (??/??/92)  330.711  (m)         1085.01   (f) ADJ UNCH    2 0
 LE0256
 LE0256.Superseded values are not recommended for survey control.
 LE0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0256.See file dsdata.txt to determine how the superseded data were derived.
 LE0256
 LE0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF723123(NAD 83)
 LE0256_MARKER: DB = BENCH MARK DISK
 LE0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0256_STAMPING: D 114 1935
 LE0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0256+STABILITY: SURFACE MOTION
 LE0256
 LE0256  HISTORY     - Date     Condition        Report By
 LE0256  HISTORY     - 1935     MONUMENTED       CGS
 LE0256  HISTORY     - 1963     MARK NOT FOUND   USGS
 LE0256
 LE0256                          STATION DESCRIPTION
 LE0256
 LE0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0256'AT CORYDON.
 LE0256'AT CORYDON, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 LE0256'4-1/2 POLES NORTHEAST OF THE STATION, AT A ROAD CROSSING, 36 FEET
 LE0256'SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK, 33 FEET SOUTHWEST
 LE0256'OF THE CENTERLINE OF THE ROAD, 3 FEET NORTHEAST OF A SIDEWALK,
 LE0256'AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LE0256'D 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0256
 LE0256                          STATION RECOVERY (1963)
 LE0256
 LE0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LE0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0400 ***********************************************************************
 LE0400  DESIGNATION -  D 115
 LE0400  PID         -  LE0400
 LE0400  STATE/COUNTY-  IA/DECATUR
 LE0400  USGS QUAD   -  LEON (1964)
 LE0400
 LE0400                         *CURRENT SURVEY CONTROL
 LE0400  ___________________________________________________________________
 LE0400* NAD 83(1986)-  40 43 48.     (N)    093 44 51.     (W)     SCALED    
 LE0400* NAVD 88     -       311.702  (meters)    1022.64   (feet)  ADJUSTED  
 LE0400  ___________________________________________________________________
 LE0400  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 LE0400  DYNAMIC HT  -         311.550 (meters)    1022.14  (feet)  COMP
 LE0400  MODELED GRAV-     980,128.3   (mgal)                       NAVD 88
 LE0400
 LE0400  VERT ORDER  -  SECOND    CLASS 0
 LE0400
 LE0400.The horizontal coordinates were scaled from a topographic map and have
 LE0400.an estimated accuracy of +/- 6 seconds.
 LE0400
 LE0400.The orthometric height was determined by differential leveling
 LE0400.and adjusted by the National Geodetic Survey in June 1991..
 LE0400
 LE0400.The geoid height was determined by GEOID03.
 LE0400
 LE0400.The dynamic height is computed by dividing the NAVD 88
 LE0400.geopotential number by the normal gravity value computed on the
 LE0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0400.degrees latitude (g = 980.6199 gals.).
 LE0400
 LE0400.The modeled gravity was interpolated from observed gravity values.
 LE0400
 LE0400;                    North         East    Units  Estimated Accuracy
 LE0400;SPC IA S     -    81,100.      479,090.      MT  (+/- 180 meters Scaled)
 LE0400
 LE0400                          SUPERSEDED SURVEY CONTROL
 LE0400
 LE0400  NGVD 29 (??/??/92)  311.617  (m)         1022.36   (f) ADJ UNCH    2 0
 LE0400
 LE0400.Superseded values are not recommended for survey control.
 LE0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0400.See file dsdata.txt to determine how the superseded data were derived.
 LE0400
 LE0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF368090(NAD 83)
 LE0400_MARKER: DB = BENCH MARK DISK
 LE0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0400_STAMPING: D 115 1935
 LE0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0400+STABILITY: SURFACE MOTION
 LE0400
 LE0400  HISTORY     - Date     Condition        Report By
 LE0400  HISTORY     - 1935     MONUMENTED       CGS
 LE0400  HISTORY     - 1935     GOOD             NGS
 LE0400  HISTORY     - 20051026 GOOD             GEOCAC
 LE0400
 LE0400                          STATION DESCRIPTION
 LE0400
 LE0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0400'AT LEON.
 LE0400'AT LEON, DECATUR COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LE0400'RAILROAD, 150 FEET SOUTHEAST OF THE STATION OPPOSITE MILEPOST
 LE0400'37, AT A ROAD CROSSING, 24 FEET NORTHEAST OF THE CENTERLINE OF THE
 LE0400'TRACK, AND 7 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.  A
 LE0400'STANDARD DISK, STAMPED D 115 1935 AND SET IN THE TOP OF A
 LE0400'CONCRETE POST.
 LE0400
 LE0400                          STATION RECOVERY (2005)
 LE0400
 LE0400'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 LE0400'THE RAILROAD HAS BEEN REMOVED.  ADD THE FOLLOWING TO THE DESCRIPTION.
 LE0400' 
 LE0400' 
 LE0400'SOUTHWEST OF THE INTERSECTION OF SOUTH MAIN ST AND SOUTHWEST 14TH ST,
 LE0400'SOUTH OF THE DRIVEWAY LEADING TO THE DECATUR CO ENGINEER OFFICE (THE
 LE0400'FORMER CB AND Q DEPOT), AND 1 FT SOUTH OF A METAL WITNESS POST. THE
 LE0400'DISK IS FLUSH WITH THE GROUND.
 LE0400' 
 LE0400'HANDHELD GPS COORDINATES (NAD83) N40 43 48.4 W93 44 50.7
 LE0400' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0295 ***********************************************************************
 MH0295  DESIGNATION -  D 116
 MH0295  PID         -  MH0295
 MH0295  STATE/COUNTY-  IA/WARREN
 MH0295  USGS QUAD   -  NEW VIRGINIA (1983)
 MH0295
 MH0295                         *CURRENT SURVEY CONTROL
 MH0295  ___________________________________________________________________
 MH0295* NAD 83(1986)-  41 13 03.     (N)    093 44 29.     (W)     SCALED    
 MH0295* NAVD 88     -       275.466  (meters)     903.76   (feet)  POSTED    
 MH0295  ___________________________________________________________________
 MH0295  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 MH0295  DYNAMIC HT  -         275.340 (meters)     903.34  (feet)  COMP
 MH0295  MODELED GRAV-     980,167.0   (mgal)                       NAVD 88
 MH0295
 MH0295  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0295
 MH0295.The horizontal coordinates were scaled from a topographic map and have
 MH0295.an estimated accuracy of +/- 6 seconds.
 MH0295
 MH0295.The orthometric height was determined by differential leveling
 MH0295.and adjusted by the National Geodetic Survey in 1992..
 MH0295.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0295.rate of 0.0 thru 1.0 mm/km.
 MH0295
 MH0295.The geoid height was determined by GEOID03.
 MH0295
 MH0295.The dynamic height is computed by dividing the NAVD 88
 MH0295.geopotential number by the normal gravity value computed on the
 MH0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0295.degrees latitude (g = 980.6199 gals.).
 MH0295
 MH0295.The modeled gravity was interpolated from observed gravity values.
 MH0295
 MH0295;                    North         East    Units  Estimated Accuracy
 MH0295;SPC IA S     -   135,230.      479,760.      MT  (+/- 180 meters Scaled)
 MH0295
 MH0295                          SUPERSEDED SURVEY CONTROL
 MH0295
 MH0295  NGVD 29 (??/??/92)  275.423  (m)          903.62   (f) ADJ UNCH    2 0
 MH0295
 MH0295.Superseded values are not recommended for survey control.
 MH0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0295.See file dsdata.txt to determine how the superseded data were derived.
 MH0295
 MH0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF378631(NAD 83)
 MH0295_MARKER: DB = BENCH MARK DISK
 MH0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0295_STAMPING: D 116 1935
 MH0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0295+STABILITY: SURFACE MOTION
 MH0295
 MH0295  HISTORY     - Date     Condition        Report By
 MH0295  HISTORY     - 1935     MONUMENTED       CGS
 MH0295  HISTORY     - 1980     MARK NOT FOUND   USGS
 MH0295
 MH0295                          STATION DESCRIPTION
 MH0295
 MH0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0295'2.4 MI N FROM NEW VIRGINIA.
 MH0295'2.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0295'FROM THE STATION AT NEW VIRGINIA, WARREN COUNTY, 200 FEET EAST OF
 MH0295'BRIDGE 43.04, AT A CURVE IN A COUNTY ROAD LEADING NORTH, 36 FEET
 MH0295'NORTH OF THE CENTERLINE OF THE TRACK, 3 FEET EAST OF A FENCE
 MH0295'CORNER, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MH0295'D 116 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MH0295
 MH0295                          STATION RECOVERY (1980)
 MH0295
 MH0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MH0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0413 ***********************************************************************
 MH0413  DESIGNATION -  D 117
 MH0413  PID         -  MH0413
 MH0413  STATE/COUNTY-  IA/POLK
 MH0413  USGS QUAD   -  DES MOINES SW (1976)
 MH0413
 MH0413                         *CURRENT SURVEY CONTROL
 MH0413  ___________________________________________________________________
 MH0413* NAD 83(1986)-  41 33 58.     (N)    093 38 42.     (W)     SCALED    
 MH0413* NAVD 88     -       248.205  (meters)     814.32   (feet)  POSTED    
 MH0413  ___________________________________________________________________
 MH0413  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 MH0413  DYNAMIC HT  -         248.100 (meters)     813.97  (feet)  COMP
 MH0413  MODELED GRAV-     980,183.1   (mgal)                       NAVD 88
 MH0413
 MH0413  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0413
 MH0413.The horizontal coordinates were scaled from a topographic map and have
 MH0413.an estimated accuracy of +/- 6 seconds.
 MH0413
 MH0413.The orthometric height was determined by differential leveling
 MH0413.and adjusted by the National Geodetic Survey in 1992..
 MH0413.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0413.rate of 0.0 thru 1.0 mm/km.
 MH0413
 MH0413.The geoid height was determined by GEOID03.
 MH0413
 MH0413.The dynamic height is computed by dividing the NAVD 88
 MH0413.geopotential number by the normal gravity value computed on the
 MH0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0413.degrees latitude (g = 980.6199 gals.).
 MH0413
 MH0413.The modeled gravity was interpolated from observed gravity values.
 MH0413
 MH0413;                    North         East    Units  Estimated Accuracy
 MH0413;SPC IA S     -   173,930.      487,910.      MT  (+/- 180 meters Scaled)
 MH0413
 MH0413                          SUPERSEDED SURVEY CONTROL
 MH0413
 MH0413  NGVD 29 (??/??/92)  248.191  (m)          814.27   (f) ADJ UNCH    2 0
 MH0413
 MH0413.Superseded values are not recommended for survey control.
 MH0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0413.See file dsdata.txt to determine how the superseded data were derived.
 MH0413
 MH0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG462018(NAD 83)
 MH0413_MARKER: DB = BENCH MARK DISK
 MH0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0413_STAMPING: D 117 1935
 MH0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0413+STABILITY: SURFACE MOTION
 MH0413
 MH0413  HISTORY     - Date     Condition        Report By
 MH0413  HISTORY     - 1935     MONUMENTED       CGS
 MH0413  HISTORY     - 1938     GOOD             NGS
 MH0413  HISTORY     - 20060812 MARK NOT FOUND   GEOCAC
 MH0413
 MH0413                          STATION DESCRIPTION
 MH0413
 MH0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MH0413'2 MI SW FROM DES MOINES.
 MH0413'2.0 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MH0413'RAILROAD FROM THE STATION AT DES MOINES, POLK COUNTY, AT MILEPOST
 MH0413'2, AT THE CROSSING OF STATE HIGHWAY 123, 36 FEET NORTH OF THE
 MH0413'CENTERLINE OF THE TRACK, 27 FEET WEST OF THE CENTERLINE OF THE
 MH0413'HIGHWAY, AND 5 FEET WEST OF A POWERLINE POLE.  A STANDARD DISK,
 MH0413'STAMPED D 117 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MH0413'NOTE-- IT WAS REPORTED IN 1938 THAT THIS BENCH MARK HAS BEEN
 MH0413'COVERED BY A HIGHWAY FILL.
 MH0413
 MH0413                          STATION RECOVERY (2006)
 MH0413
 MH0413'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 MH0413'ROAD IS NOW FLEUR DRIVE AND AN OVERPASS WAS CONSTRUCTED MANY YEARS
 MH0413'AGO.  RAILROAD IS NOW ABANDONED AND DISMANTLED.  DECRIBED LOCATION
 MH0413'FALLS IN AN AREA COVERED BY THE FILL FOR THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0377 ***********************************************************************
 LE0377  DESIGNATION -  D 118
 LE0377  PID         -  LE0377
 LE0377  STATE/COUNTY-  IA/DECATUR
 LE0377  USGS QUAD   -  GARDEN GROVE (1965)
 LE0377
 LE0377                         *CURRENT SURVEY CONTROL
 LE0377  ___________________________________________________________________
 LE0377* NAD 83(1986)-  40 45 41.     (N)    093 35 41.     (W)     SCALED    
 LE0377* NAVD 88     -       335.230  (meters)    1099.83   (feet)  ADJUSTED  
 LE0377  ___________________________________________________________________
 LE0377  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 LE0377  DYNAMIC HT  -         335.068 (meters)    1099.30  (feet)  COMP
 LE0377  MODELED GRAV-     980,131.3   (mgal)                       NAVD 88
 LE0377
 LE0377  VERT ORDER  -  SECOND    CLASS 0
 LE0377
 LE0377.The horizontal coordinates were scaled from a topographic map and have
 LE0377.an estimated accuracy of +/- 6 seconds.
 LE0377
 LE0377.The orthometric height was determined by differential leveling
 LE0377.and adjusted by the National Geodetic Survey in June 1991..
 LE0377
 LE0377.The geoid height was determined by GEOID03.
 LE0377
 LE0377.The dynamic height is computed by dividing the NAVD 88
 LE0377.geopotential number by the normal gravity value computed on the
 LE0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0377.degrees latitude (g = 980.6199 gals.).
 LE0377
 LE0377.The modeled gravity was interpolated from observed gravity values.
 LE0377
 LE0377;                    North         East    Units  Estimated Accuracy
 LE0377;SPC IA S     -    84,560.      492,000.      MT  (+/- 180 meters Scaled)
 LE0377
 LE0377                          SUPERSEDED SURVEY CONTROL
 LE0377
 LE0377  NGVD 29 (??/??/92)  335.15   (m)         1099.6    (f) COMPUTED    2 0
 LE0377
 LE0377.Superseded values are not recommended for survey control.
 LE0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0377.See file dsdata.txt to determine how the superseded data were derived.
 LE0377
 LE0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF498124(NAD 83)
 LE0377_MARKER: DB = BENCH MARK DISK
 LE0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0377_STAMPING: D 118 27-63 1935
 LE0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0377+STABILITY: SURFACE MOTION
 LE0377
 LE0377  HISTORY     - Date     Condition        Report By
 LE0377  HISTORY     - 1935     MONUMENTED       CGS
 LE0377
 LE0377                          STATION DESCRIPTION
 LE0377
 LE0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0377'AT HIGH POINT.
 LE0377'AT HIGH POINT, DECATUR COUNTY, ON STATE HIGHWAY 2, 210 FEET
 LE0377'WEST OF THE JUNCTION OF STATE HIGHWAY 204, ON THE NORTH SIDE
 LE0377'OF THE HIGHWAY, 9 FEET NORTH OF A FENCE LINE, AND 5 FEET WEST
 LE0377'OF A DIVISION FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 LE0377'D 118 27-63 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 LE0377'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0165 ***********************************************************************
 LE0165  DESIGNATION -  D 119
 LE0165  PID         -  LE0165
 LE0165  STATE/COUNTY-  IA/APPANOOSE
 LE0165  USGS QUAD   -  CENTERVILLE WEST (1979)
 LE0165
 LE0165                         *CURRENT SURVEY CONTROL
 LE0165  ___________________________________________________________________
 LE0165* NAD 83(1986)-  40 41 29.     (N)    092 56 42.     (W)     SCALED    
 LE0165* NAVD 88     -       311.613  (meters)    1022.35   (feet)  ADJUSTED  
 LE0165  ___________________________________________________________________
 LE0165  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LE0165  DYNAMIC HT  -         311.459 (meters)    1021.85  (feet)  COMP
 LE0165  MODELED GRAV-     980,124.2   (mgal)                       NAVD 88
 LE0165
 LE0165  VERT ORDER  -  SECOND    CLASS 0
 LE0165
 LE0165.The horizontal coordinates were scaled from a topographic map and have
 LE0165.an estimated accuracy of +/- 6 seconds.
 LE0165
 LE0165.The orthometric height was determined by differential leveling
 LE0165.and adjusted by the National Geodetic Survey in June 1991..
 LE0165
 LE0165.The geoid height was determined by GEOID03.
 LE0165
 LE0165.The dynamic height is computed by dividing the NAVD 88
 LE0165.geopotential number by the normal gravity value computed on the
 LE0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0165.degrees latitude (g = 980.6199 gals.).
 LE0165
 LE0165.The modeled gravity was interpolated from observed gravity values.
 LE0165
 LE0165;                    North         East    Units  Estimated Accuracy
 LE0165;SPC IA S     -    76,930.      546,910.      MT  (+/- 180 meters Scaled)
 LE0165
 LE0165                          SUPERSEDED SURVEY CONTROL
 LE0165
 LE0165  NGVD 29 (??/??/92)  311.572  (m)         1022.22   (f) ADJ UNCH    2 0
 LE0165
 LE0165.Superseded values are not recommended for survey control.
 LE0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0165.See file dsdata.txt to determine how the superseded data were derived.
 LE0165
 LE0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF046045(NAD 83)
 LE0165_MARKER: DB = BENCH MARK DISK
 LE0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0165_STAMPING: D 119 1935
 LE0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0165+STABILITY: SURFACE MOTION
 LE0165
 LE0165  HISTORY     - Date     Condition        Report By
 LE0165  HISTORY     - 1935     MONUMENTED       CGS
 LE0165
 LE0165                          STATION DESCRIPTION
 LE0165
 LE0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0165'1.9 MI NE FROM NUMA.
 LE0165'1.9 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0165'RAILWAY FROM THE STATION AT NUMA, APPANOOSE COUNTY, 3 POLES
 LE0165'NORTHEAST OF MILEPOST 342, AT A ROAD CROSSING, 45 FEET SOUTHWEST
 LE0165'OF THE CENTERLINE OF THE ROAD, 41 FEET SOUTHEAST OF THE CENTERLINE
 LE0165'OF THE TRACK, 4 FEET NORTHWEST OF THE RIGHT OF WAY FENCE, AND
 LE0165'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 119
 LE0165'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0209 ***********************************************************************
 LE0209  DESIGNATION -  D 120
 LE0209  PID         -  LE0209
 LE0209  STATE/COUNTY-  IA/APPANOOSE
 LE0209  USGS QUAD   -  MOULTON (1979)
 LE0209
 LE0209                         *CURRENT SURVEY CONTROL
 LE0209  ___________________________________________________________________
 LE0209* NAD 83(1986)-  40 43 30.     (N)    092 42 59.     (W)     SCALED    
 LE0209* NAVD 88     -       301.669  (meters)     989.73   (feet)  ADJUSTED  
 LE0209  ___________________________________________________________________
 LE0209  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LE0209  DYNAMIC HT  -         301.522 (meters)     989.24  (feet)  COMP
 LE0209  MODELED GRAV-     980,129.4   (mgal)                       NAVD 88
 LE0209
 LE0209  VERT ORDER  -  SECOND    CLASS 0
 LE0209
 LE0209.The horizontal coordinates were scaled from a topographic map and have
 LE0209.an estimated accuracy of +/- 6 seconds.
 LE0209
 LE0209.The orthometric height was determined by differential leveling
 LE0209.and adjusted by the National Geodetic Survey in June 1991..
 LE0209
 LE0209.The geoid height was determined by GEOID03.
 LE0209
 LE0209.The dynamic height is computed by dividing the NAVD 88
 LE0209.geopotential number by the normal gravity value computed on the
 LE0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0209.degrees latitude (g = 980.6199 gals.).
 LE0209
 LE0209.The modeled gravity was interpolated from observed gravity values.
 LE0209
 LE0209;                    North         East    Units  Estimated Accuracy
 LE0209;SPC IA S     -    80,810.      566,200.      MT  (+/- 180 meters Scaled)
 LE0209
 LE0209                          SUPERSEDED SURVEY CONTROL
 LE0209
 LE0209  NGVD 29 (??/??/92)  301.632  (m)          989.60   (f) ADJ UNCH    2 0
 LE0209
 LE0209.Superseded values are not recommended for survey control.
 LE0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0209.See file dsdata.txt to determine how the superseded data were derived.
 LE0209
 LE0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF239082(NAD 83)
 LE0209_MARKER: DB = BENCH MARK DISK
 LE0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0209_STAMPING: D 120 1935
 LE0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0209+STABILITY: SURFACE MOTION
 LE0209
 LE0209  HISTORY     - Date     Condition        Report By
 LE0209  HISTORY     - 1935     MONUMENTED       CGS
 LE0209
 LE0209                          STATION DESCRIPTION
 LE0209
 LE0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0209'3.8 MI NW FROM MOULTON.
 LE0209'3.8 MILES NORTHWEST ALONG THE WABASH RAILROAD FROM THE STATION
 LE0209'AT MOULTON, APPANOOSE COUNTY, 4 POLES NORTHWEST OF MILEPOST 247,
 LE0209'AT A ROAD CROSSING, 66 FEET SOUTHEAST OF THE CENTERLINE OF THE
 LE0209'ROAD, 42 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 3 FEET
 LE0209'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 4 FEET LOWER THAN THE
 LE0209'TRACK.  A STANDARD DISK, STAMPED D 120 1935 AND SET IN THE TOP
 LE0209'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0012 ***********************************************************************
 LE0012  DESIGNATION -  D 121
 LE0012  PID         -  LE0012
 LE0012  STATE/COUNTY-  IA/DAVIS
 LE0012  USGS QUAD   -  PULASKI (1979)
 LE0012
 LE0012                         *CURRENT SURVEY CONTROL
 LE0012  ___________________________________________________________________
 LE0012* NAD 83(1986)-  40 41 40.     (N)    092 16 35.     (W)     SCALED    
 LE0012* NAVD 88     -       255.394  (meters)     837.91   (feet)  ADJUSTED  
 LE0012  ___________________________________________________________________
 LE0012  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LE0012  DYNAMIC HT  -         255.269 (meters)     837.50  (feet)  COMP
 LE0012  MODELED GRAV-     980,128.5   (mgal)                       NAVD 88
 LE0012
 LE0012  VERT ORDER  -  SECOND    CLASS 0
 LE0012
 LE0012.The horizontal coordinates were scaled from a topographic map and have
 LE0012.an estimated accuracy of +/- 6 seconds.
 LE0012
 LE0012.The orthometric height was determined by differential leveling
 LE0012.and adjusted by the National Geodetic Survey in June 1991..
 LE0012
 LE0012.The geoid height was determined by GEOID03.
 LE0012
 LE0012.The dynamic height is computed by dividing the NAVD 88
 LE0012.geopotential number by the normal gravity value computed on the
 LE0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0012.degrees latitude (g = 980.6199 gals.).
 LE0012
 LE0012.The modeled gravity was interpolated from observed gravity values.
 LE0012
 LE0012;                    North         East    Units  Estimated Accuracy
 LE0012;SPC IA S     -    77,840.      603,420.      MT  (+/- 180 meters Scaled)
 LE0012
 LE0012                          SUPERSEDED SURVEY CONTROL
 LE0012
 LE0012  NGVD 29 (??/??/92)  255.376  (m)          837.85   (f) ADJ UNCH    2 0
 LE0012
 LE0012.Superseded values are not recommended for survey control.
 LE0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0012.See file dsdata.txt to determine how the superseded data were derived.
 LE0012
 LE0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF611050(NAD 83)
 LE0012_MARKER: DB = BENCH MARK DISK
 LE0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0012_STAMPING: D 121 1935
 LE0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0012+STABILITY: SURFACE MOTION
 LE0012
 LE0012  HISTORY     - Date     Condition        Report By
 LE0012  HISTORY     - 1935     MONUMENTED       CGS
 LE0012  HISTORY     - 1943     GOOD             NGS
 LE0012  HISTORY     - 1969     GOOD             NGS
 LE0012
 LE0012                          STATION DESCRIPTION
 LE0012
 LE0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0012'AT PULASKI.
 LE0012'AT PULASKI, DAVIS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LE0012'RAILROAD, 120 FEET WEST OF THE STATION, AT A ROAD CROSSING, 27
 LE0012'FEET NORTH OF THE CENTERLINE OF THE TRACK, 27 FEET WEST OF THE
 LE0012'CENTERLINE OF THE ROAD, 2 FEET SOUTH AND 3 FEET WEST OF A
 LE0012'RIGHT-OF-WAY FENCE CORNER, AND 1 FOOT LOWER THAN THE TRACK.
 LE0012'A STANDARD DISK, STAMPED D 121 1935 AND SET IN THE TOP OF A
 LE0012'CONCRETE POST.  NOTE-- DEPOT HAS BEEN ABANDONED AND OLD FENCE IS
 LE0012'GONE.  A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
 LE0012
 LE0012                          STATION RECOVERY (1969)
 LE0012
 LE0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LE0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0031 ***********************************************************************
 LE0031  DESIGNATION -  D 124
 LE0031  PID         -  LE0031
 LE0031  STATE/COUNTY-  IA/WAPELLO
 LE0031  USGS QUAD   -  ELDON (1965)
 LE0031
 LE0031                         *CURRENT SURVEY CONTROL
 LE0031  ___________________________________________________________________
 LE0031* NAD 83(1986)-  40 59 24.     (N)    092 14 13.     (W)     SCALED    
 LE0031* NAVD 88     -       243.945  (meters)     800.34   (feet)  ADJUSTED  
 LE0031  ___________________________________________________________________
 LE0031  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 LE0031  DYNAMIC HT  -         243.835 (meters)     799.98  (feet)  COMP
 LE0031  MODELED GRAV-     980,165.4   (mgal)                       NAVD 88
 LE0031
 LE0031  VERT ORDER  -  SECOND    CLASS 0
 LE0031
 LE0031.The horizontal coordinates were scaled from a topographic map and have
 LE0031.an estimated accuracy of +/- 6 seconds.
 LE0031
 LE0031.The orthometric height was determined by differential leveling
 LE0031.and adjusted by the National Geodetic Survey in June 1991..
 LE0031
 LE0031.The geoid height was determined by GEOID03.
 LE0031
 LE0031.The dynamic height is computed by dividing the NAVD 88
 LE0031.geopotential number by the normal gravity value computed on the
 LE0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0031.degrees latitude (g = 980.6199 gals.).
 LE0031
 LE0031.The modeled gravity was interpolated from observed gravity values.
 LE0031
 LE0031;                    North         East    Units  Estimated Accuracy
 LE0031;SPC IA S     -   110,710.      606,280.      MT  (+/- 180 meters Scaled)
 LE0031
 LE0031                          SUPERSEDED SURVEY CONTROL
 LE0031
 LE0031  NGVD 29 (??/??/92)  243.938  (m)          800.32   (f) ADJ UNCH    2 0
 LE0031
 LE0031.Superseded values are not recommended for survey control.
 LE0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0031.See file dsdata.txt to determine how the superseded data were derived.
 LE0031
 LE0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF641379(NAD 83)
 LE0031_MARKER: DB = BENCH MARK DISK
 LE0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0031_STAMPING: D 124 1935
 LE0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0031+STABILITY: SURFACE MOTION
 LE0031
 LE0031  HISTORY     - Date     Condition        Report By
 LE0031  HISTORY     - 1935     MONUMENTED       CGS
 LE0031  HISTORY     - 1955     MARK NOT FOUND   NGS
 LE0031  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 LE0031  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 LE0031
 LE0031                          STATION DESCRIPTION
 LE0031
 LE0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LE0031'3.7 MI E FROM AGENCY CITY.
 LE0031'3.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0031'FROM THE STATION AT AGENCY CITY, WAPELLO COUNTY, AT THE CROSSING
 LE0031'OF STATE HIGHWAY 98, 60 FEET SOUTH OF THE CENTERLINE OF THE
 LE0031'SOUTH TRACK, 54 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 15
 LE0031'FEET WEST OF A FENCE CORNER, 2 FEET NORTH OF THE FENCE, AND ABOUT
 LE0031'4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 124
 LE0031'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0031
 LE0031                          STATION RECOVERY (1972)
 LE0031
 LE0031'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 LE0031'MARK NOT FOUND.
 LE0031
 LE0031                          STATION RECOVERY (2000)
 LE0031
 LE0031'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LE0031'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0431 ***********************************************************************
 MG0431  DESIGNATION -  D 126
 MG0431  PID         -  MG0431
 MG0431  STATE/COUNTY-  IA/HENRY
 MG0431  USGS QUAD   -  WINFIELD SOUTH (1981)
 MG0431
 MG0431                         *CURRENT SURVEY CONTROL
 MG0431  ___________________________________________________________________
 MG0431* NAD 83(1986)-  41 07 12.     (N)    091 26 23.     (W)     SCALED    
 MG0431* NAVD 88     -       211.922  (meters)     695.28   (feet)  ADJUSTED  
 MG0431  ___________________________________________________________________
 MG0431  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MG0431  DYNAMIC HT  -         211.829 (meters)     694.98  (feet)  COMP
 MG0431  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 MG0431
 MG0431  VERT ORDER  -  SECOND    CLASS 0
 MG0431
 MG0431.The horizontal coordinates were scaled from a topographic map and have
 MG0431.an estimated accuracy of +/- 6 seconds.
 MG0431
 MG0431.The orthometric height was determined by differential leveling
 MG0431.and adjusted by the National Geodetic Survey in June 1991..
 MG0431
 MG0431.The geoid height was determined by GEOID03.
 MG0431
 MG0431.The dynamic height is computed by dividing the NAVD 88
 MG0431.geopotential number by the normal gravity value computed on the
 MG0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0431.degrees latitude (g = 980.6199 gals.).
 MG0431
 MG0431.The modeled gravity was interpolated from observed gravity values.
 MG0431
 MG0431;                    North         East    Units  Estimated Accuracy
 MG0431;SPC IA S     -   126,420.      673,000.      MT  (+/- 180 meters Scaled)
 MG0431
 MG0431                          SUPERSEDED SURVEY CONTROL
 MG0431
 MG0431  NGVD 29 (??/??/92)  211.970  (m)          695.44   (f) ADJ UNCH    2 0
 MG0431
 MG0431.Superseded values are not recommended for survey control.
 MG0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0431.See file dsdata.txt to determine how the superseded data were derived.
 MG0431
 MG0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF309532(NAD 83)
 MG0431_MARKER: DB = BENCH MARK DISK
 MG0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0431_STAMPING: D 126 1935
 MG0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0431+STABILITY: SURFACE MOTION
 MG0431
 MG0431  HISTORY     - Date     Condition        Report By
 MG0431  HISTORY     - 1935     MONUMENTED       CGS
 MG0431  HISTORY     - 1941     GOOD             NGS
 MG0431  HISTORY     - 1979     MARK NOT FOUND   NGS
 MG0431
 MG0431                          STATION DESCRIPTION
 MG0431
 MG0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0431'AT WINFIELD.
 MG0431'AT WINFIELD, HENRY COUNTY, ON THE MINNEAPOLIS AND ST. LOUIS
 MG0431'RAILROAD, 100 FEET EAST OF THE STATION, AT A CROSSING OF STATE
 MG0431'HIGHWAY 249, 46 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK,
 MG0431'39 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET WEST OF A
 MG0431'FENCE CORNER, ONE FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 MG0431'4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 126
 MG0431'1935 AND SET IN THE TOP OF A CONCRETE POST.
 MG0431
 MG0431                          STATION RECOVERY (1979)
 MG0431
 MG0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MG0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0579 ***********************************************************************
 MJ0579  DESIGNATION -  D 127
 MJ0579  PID         -  MJ0579
 MJ0579  STATE/COUNTY-  IA/MILLS
 MJ0579  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0579
 MJ0579                         *CURRENT SURVEY CONTROL
 MJ0579  ___________________________________________________________________
 MJ0579* NAD 83(1986)-  41 00 06.     (N)    095 48 01.     (W)     SCALED    
 MJ0579* NAVD 88     -       293.704  (meters)     963.59   (feet)  ADJUSTED  
 MJ0579  ___________________________________________________________________
 MJ0579  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MJ0579  DYNAMIC HT  -         293.581 (meters)     963.19  (feet)  COMP
 MJ0579  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 MJ0579
 MJ0579  VERT ORDER  -  FIRST     CLASS II
 MJ0579
 MJ0579.The horizontal coordinates were scaled from a topographic map and have
 MJ0579.an estimated accuracy of +/- 6 seconds.
 MJ0579
 MJ0579.The orthometric height was determined by differential leveling
 MJ0579.and adjusted by the National Geodetic Survey in June 1991..
 MJ0579
 MJ0579.The geoid height was determined by GEOID03.
 MJ0579
 MJ0579.The dynamic height is computed by dividing the NAVD 88
 MJ0579.geopotential number by the normal gravity value computed on the
 MJ0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0579.degrees latitude (g = 980.6199 gals.).
 MJ0579
 MJ0579.The modeled gravity was interpolated from observed gravity values.
 MJ0579
 MJ0579;                    North         East    Units  Estimated Accuracy
 MJ0579;SPC IA S     -   113,790.      306,500.      MT  (+/- 180 meters Scaled)
 MJ0579
 MJ0579                          SUPERSEDED SURVEY CONTROL
 MJ0579
 MJ0579  NGVD 29 (??/??/92)  293.613  (m)          963.30   (f) ADJ UNCH    1 2
 MJ0579
 MJ0579.Superseded values are not recommended for survey control.
 MJ0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0579.See file dsdata.txt to determine how the superseded data were derived.
 MJ0579
 MJ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF644427(NAD 83)
 MJ0579_MARKER: DB = BENCH MARK DISK
 MJ0579_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ0579_SP_SET: PIER
 MJ0579_STAMPING: D 127 1947
 MJ0579_MARK LOGO: CGS   
 MJ0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0579+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 MJ0579
 MJ0579  HISTORY     - Date     Condition        Report By
 MJ0579  HISTORY     - 1947     MONUMENTED       CGS
 MJ0579  HISTORY     - 1948     GOOD             NGS
 MJ0579  HISTORY     - 19890724 GOOD             NGS
 MJ0579
 MJ0579                          STATION DESCRIPTION
 MJ0579
 MJ0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0579'1.2 MI S FROM PACIFIC JUNCTION.
 MJ0579'1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MJ0579'RAILROAD FROM THE STATION AT PACIFIC JUNCTION, AT OVERPASS
 MJ0579'173.10, 24.0 FEET WEST OF AND 8.0 FEET ABOVE THE CENTER LINE
 MJ0579'OF THE RAILROAD, 2.0 FEET ABOVE THE GROUND, SET VERTICALLY
 MJ0579'IN THE CENTER OF THE EAST FACE OF THE NORTH CONCRETE COLUMN OF
 MJ0579'THE WEST PIER OF THE OVERPASS.
 MJ0579
 MJ0579                          STATION RECOVERY (1948)
 MJ0579
 MJ0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0579'RECOVERED IN GOOD CONDITION.
 MJ0579
 MJ0579                          STATION RECOVERY (1989)
 MJ0579
 MJ0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0579'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.9 KM
 MJ0579'(1.20 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 MJ0579'JUNCTION OF STATE HIGHWAY 385 BUSINESS IN PACIFIC JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0880 ***********************************************************************
 LF0880  DESIGNATION -  D 128
 LF0880  PID         -  LF0880
 LF0880  STATE/COUNTY-  IA/MILLS
 LF0880  USGS QUAD   -  ROCK BLUFF (1984)
 LF0880
 LF0880                         *CURRENT SURVEY CONTROL
 LF0880  ___________________________________________________________________
 LF0880* NAD 83(1986)-  40 55 10.     (N)    095 47 46.     (W)     SCALED    
 LF0880* NAVD 88     -       289.206  (meters)     948.84   (feet)  ADJUSTED  
 LF0880  ___________________________________________________________________
 LF0880  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 LF0880  DYNAMIC HT  -         289.079 (meters)     948.42  (feet)  COMP
 LF0880  MODELED GRAV-     980,177.9   (mgal)                       NAVD 88
 LF0880
 LF0880  VERT ORDER  -  FIRST     CLASS II
 LF0880
 LF0880.The horizontal coordinates were scaled from a topographic map and have
 LF0880.an estimated accuracy of +/- 6 seconds.
 LF0880
 LF0880.The orthometric height was determined by differential leveling
 LF0880.and adjusted by the National Geodetic Survey in June 1991..
 LF0880
 LF0880.The geoid height was determined by GEOID03.
 LF0880
 LF0880.The dynamic height is computed by dividing the NAVD 88
 LF0880.geopotential number by the normal gravity value computed on the
 LF0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0880.degrees latitude (g = 980.6199 gals.).
 LF0880
 LF0880.The modeled gravity was interpolated from observed gravity values.
 LF0880
 LF0880;                    North         East    Units  Estimated Accuracy
 LF0880;SPC IA S     -   104,660.      306,610.      MT  (+/- 180 meters Scaled)
 LF0880
 LF0880                          SUPERSEDED SURVEY CONTROL
 LF0880
 LF0880  NGVD 29 (??/??/92)  289.123  (m)          948.56   (f) ADJ UNCH    1 2
 LF0880
 LF0880.Superseded values are not recommended for survey control.
 LF0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0880.See file dsdata.txt to determine how the superseded data were derived.
 LF0880
 LF0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF645335(NAD 83)
 LF0880_MARKER: DB = BENCH MARK DISK
 LF0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0880_SP_SET: CONCRETE POST
 LF0880_STAMPING: D 128 1947
 LF0880_MARK LOGO: CGS   
 LF0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0880+STABILITY: SURFACE MOTION
 LF0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0880+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 LF0880
 LF0880  HISTORY     - Date     Condition        Report By
 LF0880  HISTORY     - 1947     MONUMENTED       CGS
 LF0880  HISTORY     - 1948     GOOD             NGS
 LF0880  HISTORY     - 19890724 GOOD             NGS
 LF0880
 LF0880                          STATION DESCRIPTION
 LF0880
 LF0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0880'2.2 MI N FROM BARTLETT.
 LF0880'2.25 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0880'RAILROAD FROM THE STATION AT BARTLETT, AT AN EAST-WEST GRAVEL
 LF0880'ROAD CROSSING, 85.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LF0880'GRAVEL ROAD, 57.5 FEET SOUTH SOUTHEAST OF A DOUBLE GUY WIRE
 LF0880'BRACED TELEPHONE POLE, 46.8 FEET EAST OF THE EAST RAIL OF THE
 LF0880'TRACK, 2.2 FEET NORTH OF A REFERENCE POST, 1.2 FOOT WEST OF THE
 LF0880'EAST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME
 LF0880'ELEVATION AS THE TRACK AND PROJECTING 0.4 FOOT.
 LF0880
 LF0880                          STATION RECOVERY (1948)
 LF0880
 LF0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0880'RECOVERED IN GOOD CONDITION.
 LF0880
 LF0880                          STATION RECOVERY (1989)
 LF0880
 LF0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0880'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.6 KM
 LF0880'(2.25 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0880'JUNCTION OF COUNTY ROAD L 31 IN BARTLETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0074 ***********************************************************************
 MK0074  DESIGNATION -  D 129
 MK0074  PID         -  MK0074
 MK0074  STATE/COUNTY-  IA/MONONA
 MK0074  USGS QUAD   -  BLENCOE (1970)
 MK0074
 MK0074                         *CURRENT SURVEY CONTROL
 MK0074  ___________________________________________________________________
 MK0074* NAD 83(1986)-  41 58 50.     (N)    096 05 17.     (W)     SCALED    
 MK0074* NAVD 88     -       319.055  (meters)    1046.77   (feet)  ADJUSTED  
 MK0074  ___________________________________________________________________
 MK0074  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 MK0074  DYNAMIC HT  -         318.938 (meters)    1046.38  (feet)  COMP
 MK0074  MODELED GRAV-     980,246.1   (mgal)                       NAVD 88
 MK0074
 MK0074  VERT ORDER  -  FIRST     CLASS II
 MK0074
 MK0074.The horizontal coordinates were scaled from a topographic map and have
 MK0074.an estimated accuracy of +/- 6 seconds.
 MK0074
 MK0074.The orthometric height was determined by differential leveling
 MK0074.and adjusted by the National Geodetic Survey in June 1991..
 MK0074.WARNING-Repeat measurements at this control monument indicate possible
 MK0074.vertical movement.
 MK0074
 MK0074.The geoid height was determined by GEOID03.
 MK0074
 MK0074.The dynamic height is computed by dividing the NAVD 88
 MK0074.geopotential number by the normal gravity value computed on the
 MK0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0074.degrees latitude (g = 980.6199 gals.).
 MK0074
 MK0074.The modeled gravity was interpolated from observed gravity values.
 MK0074
 MK0074;                    North         East    Units  Estimated Accuracy
 MK0074;SPC IA N     - 1,056,660.    1,285,540.      MT  (+/- 180 meters Scaled)
 MK0074
 MK0074                          SUPERSEDED SURVEY CONTROL
 MK0074
 MK0074  NGVD 29 (??/??/92)  318.931  (m)         1046.36   (f) ADJ UNCH    1 2
 MK0074
 MK0074.Superseded values are not recommended for survey control.
 MK0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0074.See file dsdata.txt to determine how the superseded data were derived.
 MK0074
 MK0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM412517(NAD 83)
 MK0074_MARKER: DB = BENCH MARK DISK
 MK0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0074_SP_SET: CONCRETE POST
 MK0074_STAMPING: D 129 1948
 MK0074_MARK LOGO: CGS   
 MK0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0074+STABILITY: SURFACE MOTION
 MK0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0074+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1989
 MK0074
 MK0074  HISTORY     - Date     Condition        Report By
 MK0074  HISTORY     - 1948     MONUMENTED       CGS
 MK0074  HISTORY     - 1948     GOOD             NGS
 MK0074  HISTORY     - 1982     GOOD             LOCENG
 MK0074  HISTORY     - 19890830 GOOD             NGS
 MK0074
 MK0074                          STATION DESCRIPTION
 MK0074
 MK0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0074'3.2 MI S FROM ONAWA.
 MK0074'3.25 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0074'FROM THE STATION AT ONAWA, 333.0 FEET NORTH OF THE CENTER OF A
 MK0074'ROAD CROSSING, 45.0 FEET WEST OF THE CENTER LINE OF A DIRT
 MK0074'ROAD, 38.2 FEET EAST OF THE EAST RAIL OF THE TRACK, 4.9 FEET
 MK0074'NORTH OF THE THIRD TELEGRAPH POLE (MOST WESTERLY ROW OF POLES
 MK0074'ALONG THE EAST SIDE OF THE TRACK) NORTH OF THE ROAD CROSSING
 MK0074'AND IN LINE WITH THE ROW OF POLES, 1.4 FEET SOUTH OF A REFERENCE
 MK0074'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MK0074'ABOVE THE GROUND.
 MK0074
 MK0074                          STATION RECOVERY (1948)
 MK0074
 MK0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MK0074'RECOVERED IN GOOD CONDITION.
 MK0074
 MK0074                          STATION RECOVERY (1982)
 MK0074
 MK0074'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 MK0074'RECOVERED IN GOOD CONDITION.
 MK0074
 MK0074                          STATION RECOVERY (1989)
 MK0074
 MK0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0074'RECOVERED IN GOOD CONDITION WITH THE FOLLING EXCEPTIONS.
 MK0074'CHANGE--STATION, TO MAIN STREET, DIRT, TO GRAVELED, AND SOUTH OF A
 MK0074'REFERENCE, TO NORTH OF A WITNESS.  DELETE--(MOST WESTERLY ROW OF POLES
 MK0074'ALONG THE EAST SIDE OF THE TRACK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0006 ***********************************************************************
 NL0006  DESIGNATION -  D 13
 NL0006  PID         -  NL0006
 NL0006  STATE/COUNTY-  IA/WEBSTER
 NL0006  USGS QUAD   -  CLARE (1979)
 NL0006
 NL0006                         *CURRENT SURVEY CONTROL
 NL0006  ___________________________________________________________________
 NL0006* NAD 83(1986)-  42 30 05.     (N)    094 18 44.     (W)     SCALED    
 NL0006* NAVD 88     -       351.094  (meters)    1151.88   (feet)  ADJUSTED  
 NL0006  ___________________________________________________________________
 NL0006  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 NL0006  DYNAMIC HT  -         350.974 (meters)    1151.49  (feet)  COMP
 NL0006  MODELED GRAV-     980,269.2   (mgal)                       NAVD 88
 NL0006
 NL0006  VERT ORDER  -  FIRST     CLASS II
 NL0006
 NL0006.The horizontal coordinates were scaled from a topographic map and have
 NL0006.an estimated accuracy of +/- 6 seconds.
 NL0006
 NL0006.The orthometric height was determined by differential leveling
 NL0006.and adjusted by the National Geodetic Survey in June 1991..
 NL0006
 NL0006.The geoid height was determined by GEOID03.
 NL0006
 NL0006.The dynamic height is computed by dividing the NAVD 88
 NL0006.geopotential number by the normal gravity value computed on the
 NL0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0006.degrees latitude (g = 980.6199 gals.).
 NL0006
 NL0006.The modeled gravity was interpolated from observed gravity values.
 NL0006
 NL0006;                    North         East    Units  Estimated Accuracy
 NL0006;SPC IA N     - 1,111,550.    1,433,240.      MT  (+/- 180 meters Scaled)
 NL0006
 NL0006                          SUPERSEDED SURVEY CONTROL
 NL0006
 NL0006  NGVD 29 (??/??/92)  351.038  (m)         1151.70   (f) ADJ UNCH    1 2
 NL0006
 NL0006.Superseded values are not recommended for survey control.
 NL0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0006.See file dsdata.txt to determine how the superseded data were derived.
 NL0006
 NL0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH921062(NAD 83)
 NL0006_MARKER: DB = BENCH MARK DISK
 NL0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0006_STAMPING: 1151.697 D 13 1933
 NL0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0006+STABILITY: SURFACE MOTION
 NL0006
 NL0006  HISTORY     - Date     Condition        Report By
 NL0006  HISTORY     - 1933     MONUMENTED       CGS
 NL0006  HISTORY     - 1955     GOOD             NGS
 NL0006
 NL0006                          STATION DESCRIPTION
 NL0006
 NL0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 NL0006'1 MI W FROM TARA.
 NL0006'1 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM TARA,
 NL0006'WEBSTER COUNTY, NEAR THE WEST END OF THE RAILROAD YARD, 30 FEET
 NL0006'WEST OF MILEPOST 0134-382, 40 FEET WEST OF THE WEST END OF A
 NL0006'SWITCH POINT, 24 FEET SOUTH OF THE CENTERLINE OF THE SOUTH MAIN
 NL0006'TRACK, AND 21.5 FEET NORTHWEST OF A POLE.  A STANDARD DISK,
 NL0006'STAMPED 1151.697 D 13 1933 AND SET IN THE TOP OF A CONCRETE
 NL0006'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0264 ***********************************************************************
 MK0264  DESIGNATION -  D 130
 MK0264  PID         -  MK0264
 MK0264  STATE/COUNTY-  IA/HARRISON
 MK0264  USGS QUAD   -  MONDAMIN (1970)
 MK0264
 MK0264                         *CURRENT SURVEY CONTROL
 MK0264  ___________________________________________________________________
 MK0264* NAD 83(1986)-  41 43 58.     (N)    096 03 18.     (W)     SCALED    
 MK0264* NAVD 88     -       313.001  (meters)    1026.90   (feet)  ADJUSTED  
 MK0264  ___________________________________________________________________
 MK0264  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 MK0264  DYNAMIC HT  -         312.871 (meters)    1026.48  (feet)  COMP
 MK0264  MODELED GRAV-     980,200.6   (mgal)                       NAVD 88
 MK0264
 MK0264  VERT ORDER  -  SECOND    CLASS 0
 MK0264
 MK0264.The horizontal coordinates were scaled from a topographic map and have
 MK0264.an estimated accuracy of +/- 6 seconds.
 MK0264
 MK0264.The orthometric height was determined by differential leveling
 MK0264.and adjusted by the National Geodetic Survey in June 1991..
 MK0264
 MK0264.The geoid height was determined by GEOID03.
 MK0264
 MK0264.The dynamic height is computed by dividing the NAVD 88
 MK0264.geopotential number by the normal gravity value computed on the
 MK0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0264.degrees latitude (g = 980.6199 gals.).
 MK0264
 MK0264.The modeled gravity was interpolated from observed gravity values.
 MK0264
 MK0264;                    North         East    Units  Estimated Accuracy
 MK0264;SPC IA S     -   195,550.      287,470.      MT  (+/- 180 meters Scaled)
 MK0264
 MK0264                          SUPERSEDED SURVEY CONTROL
 MK0264
 MK0264  NGVD 29 (??/??/92)  312.856  (m)         1026.43   (f) ADJ UNCH    2 0
 MK0264
 MK0264.Superseded values are not recommended for survey control.
 MK0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0264.See file dsdata.txt to determine how the superseded data were derived.
 MK0264
 MK0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM449243(NAD 83)
 MK0264_MARKER: DB = BENCH MARK DISK
 MK0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0264_STAMPING: D 130 1948
 MK0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0264+STABILITY: SURFACE MOTION
 MK0264
 MK0264  HISTORY     - Date     Condition        Report By
 MK0264  HISTORY     - 1948     MONUMENTED       CGS
 MK0264  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0264
 MK0264                          STATION DESCRIPTION
 MK0264
 MK0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0264'3.1 MI NW FROM MONDAMIN.
 MK0264'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0264'THE STATION AT MONDAMIN, THENCE 1.6 MILES WEST ALONG A DIRT ROAD,
 MK0264'THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, 59.0 FEET WEST OF THE
 MK0264'CENTER LINE OF THE NORTH-SOUTH ROAD, 23.5 FEET EAST OF A EAST
 MK0264'GATE POST, 12.0 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD,
 MK0264'0.8 FOOT SOUTH OF A FENCE, 1.5 FEET EAST OF A REFERENCE POST, SET
 MK0264'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MK0264
 MK0264                          STATION RECOVERY (1974)
 MK0264
 MK0264'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1117 ***********************************************************************
 LF1117  DESIGNATION -  D 131
 LF1117  PID         -  LF1117
 LF1117  STATE/COUNTY-  IA/MILLS
 LF1117  USGS QUAD   -  ROCK BLUFF (1984)
 LF1117
 LF1117                         *CURRENT SURVEY CONTROL
 LF1117  ___________________________________________________________________
 LF1117* NAD 83(1986)-  40 59 14.     (N)    095 48 33.     (W)     SCALED    
 LF1117* NAVD 88     -       291.539  (meters)     956.49   (feet)  ADJUSTED  
 LF1117  ___________________________________________________________________
 LF1117  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 LF1117  DYNAMIC HT  -         291.415 (meters)     956.08  (feet)  COMP
 LF1117  MODELED GRAV-     980,191.4   (mgal)                       NAVD 88
 LF1117
 LF1117  VERT ORDER  -  SECOND    CLASS 0
 LF1117
 LF1117.The horizontal coordinates were scaled from a topographic map and have
 LF1117.an estimated accuracy of +/- 6 seconds.
 LF1117
 LF1117.The orthometric height was determined by differential leveling
 LF1117.and adjusted by the National Geodetic Survey in June 1991..
 LF1117
 LF1117.The geoid height was determined by GEOID03.
 LF1117
 LF1117.The dynamic height is computed by dividing the NAVD 88
 LF1117.geopotential number by the normal gravity value computed on the
 LF1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1117.degrees latitude (g = 980.6199 gals.).
 LF1117
 LF1117.The modeled gravity was interpolated from observed gravity values.
 LF1117
 LF1117;                    North         East    Units  Estimated Accuracy
 LF1117;SPC IA S     -   112,210.      305,710.      MT  (+/- 180 meters Scaled)
 LF1117
 LF1117                          SUPERSEDED SURVEY CONTROL
 LF1117
 LF1117  NGVD 29 (??/??/92)  291.446  (m)          956.19   (f) ADJ UNCH    2 0
 LF1117
 LF1117.Superseded values are not recommended for survey control.
 LF1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1117.See file dsdata.txt to determine how the superseded data were derived.
 LF1117
 LF1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF636411(NAD 83)
 LF1117_MARKER: DB = BENCH MARK DISK
 LF1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1117_STAMPING: D 131 1948
 LF1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1117+STABILITY: SURFACE MOTION
 LF1117
 LF1117  HISTORY     - Date     Condition        Report By
 LF1117  HISTORY     - 1948     MONUMENTED       CGS
 LF1117  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF1117
 LF1117                          STATION DESCRIPTION
 LF1117
 LF1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1117'2.7 MI SW FROM PACIFIC JUNCTION.
 LF1117'1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1117'FROM THE STATION AT PACIFIC JUNCTION, THENCE 0.5 MILE WEST ALONG
 LF1117'U.S. HIGHWAY 34, THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD
 LF1117'(COUNTY ROAD G), AT A JUNCTION WITH A ROAD LEADING EAST TO SARGENTS
 LF1117'SPUR, 42.0 FEET WEST OF THE NORTH-SOUTH ROAD, 29.0 FEET EAST OF THE
 LF1117'NORTHEAST CORNER OF A FARMHOUSE, 12.0 FEET NORTH OF THE EXTENSION
 LF1117'TO THE WEST OF THE ROAD LEADING EAST, 4.0 FEET NORTH OF A POWER
 LF1117'LINE POLE, 0.7 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 LF1117'POST WHICH IS FLUSH WITH THE GROUND.
 LF1117
 LF1117                          STATION RECOVERY (1989)
 LF1117
 LF1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0780 ***********************************************************************
 MJ0780  DESIGNATION -  D 132 RESET
 MJ0780  PID         -  MJ0780
 MJ0780  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0780  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0780
 MJ0780                         *CURRENT SURVEY CONTROL
 MJ0780  ___________________________________________________________________
 MJ0780* NAD 83(1986)-  41 13 11.     (N)    095 52 28.     (W)     SCALED    
 MJ0780* NAVD 88     -       297.299  (meters)     975.39   (feet)  ADJUSTED  
 MJ0780  ___________________________________________________________________
 MJ0780  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 MJ0780  DYNAMIC HT  -         297.178 (meters)     974.99  (feet)  COMP
 MJ0780  MODELED GRAV-     980,208.2   (mgal)                       NAVD 88
 MJ0780
 MJ0780  VERT ORDER  -  SECOND    CLASS 0
 MJ0780
 MJ0780.The horizontal coordinates were scaled from a topographic map and have
 MJ0780.an estimated accuracy of +/- 6 seconds.
 MJ0780
 MJ0780.The orthometric height was determined by differential leveling
 MJ0780.and adjusted by the National Geodetic Survey in June 1991..
 MJ0780
 MJ0780.The geoid height was determined by GEOID03.
 MJ0780
 MJ0780.The dynamic height is computed by dividing the NAVD 88
 MJ0780.geopotential number by the normal gravity value computed on the
 MJ0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0780.degrees latitude (g = 980.6199 gals.).
 MJ0780
 MJ0780.The modeled gravity was interpolated from observed gravity values.
 MJ0780
 MJ0780;                    North         East    Units  Estimated Accuracy
 MJ0780;SPC IA S     -   138,170.      300,930.      MT  (+/- 180 meters Scaled)
 MJ0780
 MJ0780                          SUPERSEDED SURVEY CONTROL
 MJ0780
 MJ0780  NGVD 29 (??/??/92)  297.186  (m)          975.02   (f) ADJ UNCH    2 0
 MJ0780
 MJ0780.Superseded values are not recommended for survey control.
 MJ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0780.See file dsdata.txt to determine how the superseded data were derived.
 MJ0780
 MJ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF590671(NAD 83)
 MJ0780_MARKER: DB = BENCH MARK DISK
 MJ0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0780_STAMPING: D 132 1948 RESET 1948
 MJ0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0780+STABILITY: SURFACE MOTION
 MJ0780
 MJ0780  HISTORY     - Date     Condition        Report By
 MJ0780  HISTORY     - 1948     MONUMENTED       CGS
 MJ0780
 MJ0780                          STATION DESCRIPTION
 MJ0780
 MJ0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0780'1.2 MI W FROM MANAWA PARK.
 MJ0780'1.25 MILES WEST ALONG U.S. HIGHWAY 275 FROM THE MANAWA PARK
 MJ0780'SCHOOL AND THE CROSSING OF U.S. HIGHWAY 275 AND STATE HIGHWAY
 MJ0780'192 AT MANAWA PARK, AT THE FIRST CURVE IN U.S. HIGHWAY 275 WEST
 MJ0780'OF MANAWA PARK SCHOOL, IN THE NORTHEAST QUARTER OF THE INTERSECTION
 MJ0780'OF A DIRT ROAD WHICH LEADS NORTH ALONG THE EAST EDGE OF INDIAN
 MJ0780'CREEK DITCH, 32.8 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD,
 MJ0780'71.4 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY MEASURED FROM
 MJ0780'A POINT 150.0 FEET WEST OF THE EAST END OF THE CURVE, 0.25
 MJ0780'MILE NORTHEAST OF A JUNCTION OF A ROAD LEADING TO THE RADIO
 MJ0780'TRANSMISSION TOWERS OF KOIL, 1.0 FOOT NORTHWEST OF AN IRON FENCE
 MJ0780'CORNER POST, 1.0 FOOT SOUTH OF A 4 X 4 REFERENCE POST, SET IN
 MJ0780'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MJ0780'GROUND AND IS ABOUT 7.0 FEET BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1167 ***********************************************************************
 LF1167  DESIGNATION -  D 133
 LF1167  PID         -  LF1167
 LF1167  STATE/COUNTY-  IA/FREMONT
 LF1167  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1167
 LF1167                         *CURRENT SURVEY CONTROL
 LF1167  ___________________________________________________________________
 LF1167* NAD 83(1986)-  40 44 35.     (N)    095 49 56.     (W)     SCALED    
 LF1167* NAVD 88     -       283.620  (meters)     930.51   (feet)  ADJUSTED  
 LF1167  ___________________________________________________________________
 LF1167  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 LF1167  DYNAMIC HT  -         283.474 (meters)     930.03  (feet)  COMP
 LF1167  MODELED GRAV-     980,103.1   (mgal)                       NAVD 88
 LF1167
 LF1167  VERT ORDER  -  SECOND    CLASS 0
 LF1167
 LF1167.The horizontal coordinates were scaled from a topographic map and have
 LF1167.an estimated accuracy of +/- 6 seconds.
 LF1167
 LF1167.The orthometric height was determined by differential leveling
 LF1167.and adjusted by the National Geodetic Survey in June 1991..
 LF1167
 LF1167.The geoid height was determined by GEOID03.
 LF1167
 LF1167.The dynamic height is computed by dividing the NAVD 88
 LF1167.geopotential number by the normal gravity value computed on the
 LF1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1167.degrees latitude (g = 980.6199 gals.).
 LF1167
 LF1167.The modeled gravity was interpolated from observed gravity values.
 LF1167
 LF1167;                    North         East    Units  Estimated Accuracy
 LF1167;SPC IA S     -    85,160.      303,050.      MT  (+/- 180 meters Scaled)
 LF1167
 LF1167                          SUPERSEDED SURVEY CONTROL
 LF1167
 LF1167  NGVD 29 (??/??/92)  283.531  (m)          930.22   (f) ADJ UNCH    2 0
 LF1167
 LF1167.Superseded values are not recommended for survey control.
 LF1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1167.See file dsdata.txt to determine how the superseded data were derived.
 LF1167
 LF1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF608140(NAD 83)
 LF1167_MARKER: DB = BENCH MARK DISK
 LF1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1167_STAMPING: D 133 1948
 LF1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1167+STABILITY: SURFACE MOTION
 LF1167
 LF1167  HISTORY     - Date     Condition        Report By
 LF1167  HISTORY     - 1948     MONUMENTED       CGS
 LF1167  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF1167
 LF1167                          STATION DESCRIPTION
 LF1167
 LF1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1167'1.6 MI SW FROM PERCIVAL.
 LF1167'0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1167'FROM THE STATION AT PERCIVAL THENCE 1.2 MILES WEST ALONG A
 LF1167'GRAVEL ROAD, 0.25 MILE NORTH OF A JUNCTION WITH A ROAD LEADING
 LF1167'WEST, 190.2 FEET SOUTH OF THE CENTER OF A JUNCTION OF A ROAD
 LF1167'LEADING EAST FROM THE NORTH-SOUTH ROAD, 67.6 FEET NORTH OF A
 LF1167'16-INCH ASH TREE WHICH IS LOCATED ON THE NORTH SIDE OF THE
 LF1167'DRIVEWAY LEADING TO THE HOME OF JOHN ROGERS, 112.9 FEET NORTHWEST
 LF1167'OF THE NORTHWEST CORNER OF THE ROGERS DWELLING, 1.5 FEET NORTH
 LF1167'OF A 4 X 4 REFERENCE POST, 1.0 FOOT WEST OF A FENCE LINE, SET
 LF1167'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 LF1167'THE GROUND.
 LF1167
 LF1167                          STATION RECOVERY (1989)
 LF1167
 LF1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1168 ***********************************************************************
 LF1168  DESIGNATION -  D 133 RESET
 LF1168  PID         -  LF1168
 LF1168  STATE/COUNTY-  IA/FREMONT
 LF1168  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1168
 LF1168                         *CURRENT SURVEY CONTROL
 LF1168  ___________________________________________________________________
 LF1168* NAD 83(1986)-  40 44 35.     (N)    095 49 56.     (W)     SCALED    
 LF1168* NAVD 88     -       283.20   (meters)     929.1    (feet)  RESET     
 LF1168  ___________________________________________________________________
 LF1168  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 LF1168
 LF1168  VERT ORDER  -  THIRD
 LF1168
 LF1168.The horizontal coordinates were scaled from a topographic map and have
 LF1168.an estimated accuracy of +/- 6 seconds.
 LF1168
 LF1168.The orthometric height was computed from unverified reset data.
 LF1168
 LF1168.The geoid height was determined by GEOID03.
 LF1168
 LF1168;                    North         East    Units  Estimated Accuracy
 LF1168;SPC IA S     -    85,160.      303,050.      MT  (+/- 180 meters Scaled)
 LF1168
 LF1168                          SUPERSEDED SURVEY CONTROL
 LF1168
 LF1168.No superseded survey control is available for this station.
 LF1168
 LF1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF608140(NAD 83)
 LF1168_MARKER: DB = BENCH MARK DISK
 LF1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1168_STAMPING: D 133 RESET 1970
 LF1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1168+STABILITY: SURFACE MOTION
 LF1168
 LF1168  HISTORY     - Date     Condition        Report By
 LF1168  HISTORY     - 1970     MONUMENTED       DOD
 LF1168
 LF1168                          STATION DESCRIPTION
 LF1168
 LF1168'DESCRIBED BY US DEPARTMENT OF DEFENSE 1970
 LF1168'1.6 MI SW FROM PERCIVAL.
 LF1168'0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1168'FROM THE STATION AT PERCIVAL THENCE 1.2 MILES WEST ALONG A
 LF1168'GRAVEL ROAD, 0.25 MILE NORTH OF A JUNCTION WITH A ROAD LEADING
 LF1168'WEST, 190.2 FEET SOUTH OF THE CENTER OF A JUNCTION OF A ROAD
 LF1168'LEADING EAST FROM THE NORTH-SOUTH ROAD, 67.6 FEET NORTH OF A
 LF1168'16-INCH ASH TREE WHICH IS LOCATED ON THE NORTH SIDE OF THE
 LF1168'DRIVEWAY LEADING TO THE HOME OF JOHN ROGERS, 112.9 FEET NORTHWEST
 LF1168'OF THE NORTHWEST CORNER OF THE ROGERS DWELLING, 1.5 FEET NORTH
 LF1168'OF A 4 X 4 REFERENCE POST 1.0 FOOT WEST OF A FENCE LINE, SET
 LF1168'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 LF1168'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0547 ***********************************************************************
 MJ0547  DESIGNATION -  D 134
 MJ0547  PID         -  MJ0547
 MJ0547  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0547  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0547
 MJ0547                         *CURRENT SURVEY CONTROL
 MJ0547  ___________________________________________________________________
 MJ0547* NAD 83(1986)-  41 17 09.     (N)    095 47 55.     (W)     SCALED    
 MJ0547* NAVD 88     -       310.775  (meters)    1019.60   (feet)  ADJUSTED  
 MJ0547  ___________________________________________________________________
 MJ0547  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 MJ0547  DYNAMIC HT  -         310.647 (meters)    1019.18  (feet)  COMP
 MJ0547  MODELED GRAV-     980,203.2   (mgal)                       NAVD 88
 MJ0547
 MJ0547  VERT ORDER  -  FIRST     CLASS II
 MJ0547
 MJ0547.The horizontal coordinates were scaled from a topographic map and have
 MJ0547.an estimated accuracy of +/- 6 seconds.
 MJ0547
 MJ0547.The orthometric height was determined by differential leveling
 MJ0547.and adjusted by the National Geodetic Survey in June 1991..
 MJ0547
 MJ0547.The geoid height was determined by GEOID03.
 MJ0547
 MJ0547.The dynamic height is computed by dividing the NAVD 88
 MJ0547.geopotential number by the normal gravity value computed on the
 MJ0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0547.degrees latitude (g = 980.6199 gals.).
 MJ0547
 MJ0547.The modeled gravity was interpolated from observed gravity values.
 MJ0547
 MJ0547;                    North         East    Units  Estimated Accuracy
 MJ0547;SPC IA S     -   145,330.      307,480.      MT  (+/- 180 meters Scaled)
 MJ0547
 MJ0547                          SUPERSEDED SURVEY CONTROL
 MJ0547
 MJ0547  NGVD 29 (??/??/92)  310.663  (m)         1019.23   (f) ADJ UNCH    1 2
 MJ0547
 MJ0547.Superseded values are not recommended for survey control.
 MJ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0547.See file dsdata.txt to determine how the superseded data were derived.
 MJ0547
 MJ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF656742(NAD 83)
 MJ0547_MARKER: DB = BENCH MARK DISK
 MJ0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0547_SP_SET: BRIDGE ABUTMENT
 MJ0547_STAMPING: D 134 1948
 MJ0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0547
 MJ0547  HISTORY     - Date     Condition        Report By
 MJ0547  HISTORY     - 1948     MONUMENTED       CGS
 MJ0547
 MJ0547                          STATION DESCRIPTION
 MJ0547
 MJ0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0547'4.9 MI SW FROM WESTON.
 MJ0547'4.9 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0547'RAILROAD FROM THE STATION AT WESTON, 0.4 MILE SOUTHWEST OF AN
 MJ0547'OVERHEAD BRIDGE, SET IN THE TOP OF THE NORTHEAST CONCRETE ABUTMENT
 MJ0547'OF A STEEL BRIDGE NO. 493.2 OVER A DIRT ROAD, 2 2/3 RAILS SOUTHWEST
 MJ0547'OF THE SOUTHWEST END OF A RAILROAD BRIDGE OVER A LARGE STREAM,
 MJ0547'7.0 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 0.1 MILE EAST ALONG
 MJ0547'THE DIRT ROAD FROM A STEEL FOOT BRIDGE OVER A LARGE STREAM, ACROSS
 MJ0547'A LARGE STREAM FROM THE FILLING STATION OF JOHN SLIGHTHAM, 1.4
 MJ0547'FEET SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT, 0.8 FOOT
 MJ0547'BELOW THE BASE OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0980 ***********************************************************************
 LF0980  DESIGNATION -  D 135
 LF0980  PID         -  LF0980
 LF0980  STATE/COUNTY-  IA/FREMONT
 LF0980  USGS QUAD   -  HAMBURG (1984)
 LF0980
 LF0980                         *CURRENT SURVEY CONTROL
 LF0980  ___________________________________________________________________
 LF0980* NAD 83(1986)-  40 36 54.     (N)    095 42 59.     (W)     SCALED    
 LF0980* NAVD 88     -       278.346  (meters)     913.21   (feet)  ADJUSTED  
 LF0980  ___________________________________________________________________
 LF0980  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LF0980  DYNAMIC HT  -         278.199 (meters)     912.72  (feet)  COMP
 LF0980  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 LF0980
 LF0980  VERT ORDER  -  SECOND    CLASS 0
 LF0980
 LF0980.The horizontal coordinates were scaled from a topographic map and have
 LF0980.an estimated accuracy of +/- 6 seconds.
 LF0980
 LF0980.The orthometric height was determined by differential leveling
 LF0980.and adjusted by the National Geodetic Survey in June 1991..
 LF0980
 LF0980.The geoid height was determined by GEOID03.
 LF0980
 LF0980.The dynamic height is computed by dividing the NAVD 88
 LF0980.geopotential number by the normal gravity value computed on the
 LF0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0980.degrees latitude (g = 980.6199 gals.).
 LF0980
 LF0980.The modeled gravity was interpolated from observed gravity values.
 LF0980
 LF0980;                    North         East    Units  Estimated Accuracy
 LF0980;SPC IA S     -    70,680.      312,460.      MT  (+/- 180 meters Scaled)
 LF0980
 LF0980                          SUPERSEDED SURVEY CONTROL
 LF0980
 LF0980  NGVD 29 (??/??/92)  278.247  (m)          912.88   (f) ADJ UNCH    2 0
 LF0980
 LF0980.Superseded values are not recommended for survey control.
 LF0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0980.See file dsdata.txt to determine how the superseded data were derived.
 LF0980
 LF0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE702995(NAD 83)
 LF0980_MARKER: DB = BENCH MARK DISK
 LF0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0980_STAMPING: D 135 1948
 LF0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0980+STABILITY: SURFACE MOTION
 LF0980
 LF0980  HISTORY     - Date     Condition        Report By
 LF0980  HISTORY     - 1948     MONUMENTED       CGS
 LF0980
 LF0980                          STATION DESCRIPTION
 LF0980
 LF0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0980'4 MI NW FROM HAMBURG.
 LF0980'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0980'RAILROAD FROM THE STATION AT HAMBURG, THENCE 2.3 MILES WEST ALONG
 LF0980'A TAR ROAD, THENCE 1.0 MILE NORTH ALONG THE TAR ROAD, AT THE JUNCTION
 LF0980'OF A DRIVE LEADING EAST TO THE HOME OF CHRIS SPIEGEL, AT THE
 LF0980'SOUTHWEST CORNER OF A CHINESE ELM GROVE FORMING A WINDBREAK (THERE
 LF0980'IS A WINDBREAK ON THE NORTH, WEST AND SOUTH SIDE OF THE HOME LOT,
 LF0980'33.0 FEET EAST OF THE CENTER LINE OF THE TAR ROAD, 13.0 FEET NORTH
 LF0980'OF THE CENTER LINE OF GRAVEL DRIVE TO THE SPIEGEL HOME, 1.0 FOOT
 LF0980'EAST OF A FENCE LINE, 1.5 FOOT SOUTH OF A REFERENCE POST, SET IN
 LF0980'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LF0980'MARK IS 1.05 MILE SOUTH OF Y 134.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0224 ***********************************************************************
 MK0224  DESIGNATION -  D 136
 MK0224  PID         -  MK0224
 MK0224  STATE/COUNTY-  IA/HARRISON
 MK0224  USGS QUAD   -  MODALE (1970)
 MK0224
 MK0224                         *CURRENT SURVEY CONTROL
 MK0224  ___________________________________________________________________
 MK0224* NAD 83(1986)-  41 36 13.     (N)    096 01 26.     (W)     SCALED    
 MK0224* NAVD 88     -       306.922  (meters)    1006.96   (feet)  ADJUSTED  
 MK0224  ___________________________________________________________________
 MK0224  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 MK0224  DYNAMIC HT  -         306.786 (meters)    1006.51  (feet)  COMP
 MK0224  MODELED GRAV-     980,170.9   (mgal)                       NAVD 88
 MK0224
 MK0224  VERT ORDER  -  SECOND    CLASS 0
 MK0224
 MK0224.The horizontal coordinates were scaled from a topographic map and have
 MK0224.an estimated accuracy of +/- 6 seconds.
 MK0224
 MK0224.The orthometric height was determined by differential leveling
 MK0224.and adjusted by the National Geodetic Survey in June 1991..
 MK0224
 MK0224.The geoid height was determined by GEOID03.
 MK0224
 MK0224.The dynamic height is computed by dividing the NAVD 88
 MK0224.geopotential number by the normal gravity value computed on the
 MK0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0224.degrees latitude (g = 980.6199 gals.).
 MK0224
 MK0224.The modeled gravity was interpolated from observed gravity values.
 MK0224
 MK0224;                    North         East    Units  Estimated Accuracy
 MK0224;SPC IA S     -   181,130.      289,640.      MT  (+/- 180 meters Scaled)
 MK0224
 MK0224                          SUPERSEDED SURVEY CONTROL
 MK0224
 MK0224  NGVD 29 (??/??/92)  306.775  (m)         1006.48   (f) ADJ UNCH    2 0
 MK0224
 MK0224.Superseded values are not recommended for survey control.
 MK0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0224.See file dsdata.txt to determine how the superseded data were derived.
 MK0224
 MK0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM480100(NAD 83)
 MK0224_MARKER: DB = BENCH MARK DISK
 MK0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0224_STAMPING: D 136 1948
 MK0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0224+STABILITY: SURFACE MOTION
 MK0224
 MK0224  HISTORY     - Date     Condition        Report By
 MK0224  HISTORY     - 1948     MONUMENTED       CGS
 MK0224
 MK0224                          STATION DESCRIPTION
 MK0224
 MK0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0224'1.6 MI SW FROM MODALE.
 MK0224'1.0 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE MODALE
 MK0224'CONSOLIDATED SCHOOL AT MODALE, THENCE 0.6 MILE WEST ALONG A
 MK0224'DIRT ROAD, AT THE JUNCTION OF THE EAST-WEST ROAD AND THE ROAD
 MK0224'LEADING SOUTHERLY ALONG THE TOP OF THE DIKE, BETWEEN TWO LARGE
 MK0224'BOX ELDER TREES, 61.0 FEET EAST OF THE CENTER LINE OF THE ROAD
 MK0224'ON TOP OF THE DIKE, 25.0 FEET NORTH OF THE CENTER LINE OF THE
 MK0224'EAST-WEST ROAD, 1.5 FEET NORTH OF A FENCE, 1.7 FEET WEST OF A
 MK0224'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MK0224'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0253 ***********************************************************************
 MK0253  DESIGNATION -  D 137
 MK0253  PID         -  MK0253
 MK0253  STATE/COUNTY-  IA/HARRISON
 MK0253  USGS QUAD   -  MONDAMIN (1970)
 MK0253
 MK0253                         *CURRENT SURVEY CONTROL
 MK0253  ___________________________________________________________________
 MK0253* NAD 83(1986)-  41 41 47.     (N)    096 04 45.     (W)     SCALED    
 MK0253* NAVD 88     -       310.555  (meters)    1018.88   (feet)  ADJUSTED  
 MK0253  ___________________________________________________________________
 MK0253  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 MK0253  DYNAMIC HT  -         310.425 (meters)    1018.45  (feet)  COMP
 MK0253  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 MK0253
 MK0253  VERT ORDER  -  SECOND    CLASS 0
 MK0253
 MK0253.The horizontal coordinates were scaled from a topographic map and have
 MK0253.an estimated accuracy of +/- 6 seconds.
 MK0253
 MK0253.The orthometric height was determined by differential leveling
 MK0253.and adjusted by the National Geodetic Survey in June 1991..
 MK0253
 MK0253.The geoid height was determined by GEOID03.
 MK0253
 MK0253.The dynamic height is computed by dividing the NAVD 88
 MK0253.geopotential number by the normal gravity value computed on the
 MK0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0253.degrees latitude (g = 980.6199 gals.).
 MK0253
 MK0253.The modeled gravity was interpolated from observed gravity values.
 MK0253
 MK0253;                    North         East    Units  Estimated Accuracy
 MK0253;SPC IA S     -   191,570.      285,340.      MT  (+/- 180 meters Scaled)
 MK0253
 MK0253                          SUPERSEDED SURVEY CONTROL
 MK0253
 MK0253  NGVD 29 (??/??/92)  310.411  (m)         1018.41   (f) ADJ UNCH    2 0
 MK0253
 MK0253.Superseded values are not recommended for survey control.
 MK0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0253.See file dsdata.txt to determine how the superseded data were derived.
 MK0253
 MK0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM430201(NAD 83)
 MK0253_MARKER: DB = BENCH MARK DISK
 MK0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0253_STAMPING: D 137 1948
 MK0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0253+STABILITY: SURFACE MOTION
 MK0253
 MK0253  HISTORY     - Date     Condition        Report By
 MK0253  HISTORY     - 1948     MONUMENTED       CGS
 MK0253  HISTORY     - 1974     GOOD             LOCSUR
 MK0253
 MK0253                          STATION DESCRIPTION
 MK0253
 MK0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0253'5.1 MI SW FROM MONDAMIN.
 MK0253'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0253'THE STATION AT MONDAMIN, THENCE 1.95 MILES WEST ALONG A DIRT
 MK0253'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.9 MILE
 MK0253'WEST ALONG A DIRT ROAD, THENCE 1.4 MILES SOUTHERLY ALONG DIRT
 MK0253'ROAD ON TOP OF A DIKE, THENCE 0.1 MILE SOUTH ALONG A DIRT ROAD,
 MK0253'AT THE NORTHWEST CORNER OF A FARMHOUSE YARD, 39.0 FEET EAST OF
 MK0253'THE CENTER LINE OF THE ROAD, 33.3 FEET WEST-NORTHWEST OF THE
 MK0253'NORTHWEST CORNER OF THE HOUSE, 14.0 FEET EAST OF THE CORNER FENCE
 MK0253'POST, 4.2 FEET EAST OF A 20-INCH WALNUT TREE, 1.4 FEET NORTH OF
 MK0253'A FENCE, 1.6 FEET WEST OF A REFERENCE POST, SET IN TOP OF A
 MK0253'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MK0253
 MK0253                          STATION RECOVERY (1974)
 MK0253
 MK0253'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0744 ***********************************************************************
 MJ0744  DESIGNATION -  D 139
 MJ0744  PID         -  MJ0744
 MJ0744  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0744  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0744
 MJ0744                         *CURRENT SURVEY CONTROL
 MJ0744  ___________________________________________________________________
 MJ0744* NAD 83(1986)-  41 19 47.     (N)    095 53 28.     (W)     SCALED    
 MJ0744* NAVD 88     -       298.902  (meters)     980.65   (feet)  ADJUSTED  
 MJ0744  ___________________________________________________________________
 MJ0744  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 MJ0744  DYNAMIC HT  -         298.775 (meters)     980.23  (feet)  COMP
 MJ0744  MODELED GRAV-     980,190.8   (mgal)                       NAVD 88
 MJ0744
 MJ0744  VERT ORDER  -  SECOND    CLASS 0
 MJ0744
 MJ0744.The horizontal coordinates were scaled from a topographic map and have
 MJ0744.an estimated accuracy of +/- 6 seconds.
 MJ0744
 MJ0744.The orthometric height was determined by differential leveling
 MJ0744.and adjusted by the National Geodetic Survey in June 1991..
 MJ0744
 MJ0744.The geoid height was determined by GEOID03.
 MJ0744
 MJ0744.The dynamic height is computed by dividing the NAVD 88
 MJ0744.geopotential number by the normal gravity value computed on the
 MJ0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0744.degrees latitude (g = 980.6199 gals.).
 MJ0744
 MJ0744.The modeled gravity was interpolated from observed gravity values.
 MJ0744
 MJ0744;                    North         East    Units  Estimated Accuracy
 MJ0744;SPC IA S     -   150,420.      299,860.      MT  (+/- 180 meters Scaled)
 MJ0744
 MJ0744                          SUPERSEDED SURVEY CONTROL
 MJ0744
 MJ0744  NGVD 29 (??/??/92)  298.778  (m)          980.24   (f) ADJ UNCH    2 0
 MJ0744
 MJ0744.Superseded values are not recommended for survey control.
 MJ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0744.See file dsdata.txt to determine how the superseded data were derived.
 MJ0744
 MJ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF580793(NAD 83)
 MJ0744_MARKER: DB = BENCH MARK DISK
 MJ0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0744_STAMPING: D 139 1948
 MJ0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0744+STABILITY: SURFACE MOTION
 MJ0744
 MJ0744  HISTORY     - Date     Condition        Report By
 MJ0744  HISTORY     - 1948     MONUMENTED       CGS
 MJ0744  HISTORY     - 1973     GOOD             NGS
 MJ0744
 MJ0744                          STATION DESCRIPTION
 MJ0744
 MJ0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0744'7.5 MI W FROM COUNCIL BLUFFS.
 MJ0744'4.0 MILES NORTHEASTERLY ALONG A DIKE ROAD FROM THE EAST END OF THE
 MJ0744'UNION PACIFIC RAILROAD BRIDGE OVER THE MISSOURI RIVER AT COUNCIL
 MJ0744'BLUFFS, THENCE 3.2 MILES NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE
 MJ0744'WEST ALONG A DIRT ROAD, AT A Y ROAD, 29.0 FEET SOUTHWEST OF THE
 MJ0744'CENTER LINE OF A PRIVATE ROAD LEADING NORTHWEST, 22.0 FEET NORTH
 MJ0744'OF THE CENTER LINE OF THE EAST-WEST ROAD, 11.7 FEET WEST OF A
 MJ0744'30-INCH COTTONWOOD TREE, 2.0 FEET SOUTH OF A FENCE, 1.6 FEET EAST
 MJ0744'OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.4
 MJ0744'FOOT ABOVE THE GROUND.
 MJ0744
 MJ0744                          STATION RECOVERY (1973)
 MJ0744
 MJ0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MJ0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0293 ***********************************************************************
 NM0293  DESIGNATION -  D 141
 NM0293  PID         -  NM0293
 NM0293  STATE/COUNTY-  IA/MONONA
 NM0293  USGS QUAD   -  ALBATON (1969)
 NM0293
 NM0293                         *CURRENT SURVEY CONTROL
 NM0293  ___________________________________________________________________
 NM0293* NAD 83(1986)-  42 08 48.     (N)    096 17 23.     (W)     SCALED    
 NM0293* NAVD 88     -       322.930  (meters)    1059.48   (feet)  ADJUSTED  
 NM0293  ___________________________________________________________________
 NM0293  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 NM0293  DYNAMIC HT  -         322.819 (meters)    1059.12  (feet)  COMP
 NM0293  MODELED GRAV-     980,269.7   (mgal)                       NAVD 88
 NM0293
 NM0293  VERT ORDER  -  SECOND    CLASS 0
 NM0293
 NM0293.The horizontal coordinates were scaled from a topographic map and have
 NM0293.an estimated accuracy of +/- 6 seconds.
 NM0293
 NM0293.The orthometric height was determined by differential leveling
 NM0293.and adjusted by the National Geodetic Survey in June 1991..
 NM0293
 NM0293.The geoid height was determined by GEOID03.
 NM0293
 NM0293.The dynamic height is computed by dividing the NAVD 88
 NM0293.geopotential number by the normal gravity value computed on the
 NM0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0293.degrees latitude (g = 980.6199 gals.).
 NM0293
 NM0293.The modeled gravity was interpolated from observed gravity values.
 NM0293
 NM0293;                    North         East    Units  Estimated Accuracy
 NM0293;SPC IA N     - 1,075,630.    1,269,450.      MT  (+/- 180 meters Scaled)
 NM0293
 NM0293                          SUPERSEDED SURVEY CONTROL
 NM0293
 NM0293  NGVD 29 (??/??/92)  322.786  (m)         1059.01   (f) ADJ UNCH    2 0
 NM0293
 NM0293.Superseded values are not recommended for survey control.
 NM0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0293.See file dsdata.txt to determine how the superseded data were derived.
 NM0293
 NM0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM239696(NAD 83)
 NM0293_MARKER: DB = BENCH MARK DISK
 NM0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0293_STAMPING: D 141 1948
 NM0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0293+STABILITY: SURFACE MOTION
 NM0293
 NM0293  HISTORY     - Date     Condition        Report By
 NM0293  HISTORY     - 1948     MONUMENTED       CGS
 NM0293  HISTORY     - 1969     POOR             USGS
 NM0293
 NM0293                          STATION DESCRIPTION
 NM0293
 NM0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0293'2.7 MI S FROM ALBATON.
 NM0293'2.7 MILES SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0293'AT ALBATON, AT THE JUNCTION OF THE NORTH-SOUTH ROAD AND A
 NM0293'NORTHWEST-SOUTHEAST DIKE, 71.0 FEET NORTHEAST OF THE CENTER
 NM0293'LINE OF THE DIKE, 51.0 FEET NORTH OF A CORNER FENCE POST, 16.0
 NM0293'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT WEST OF A
 NM0293'FENCE, 1.4 FEET NORTHEAST OF A REFERENCE POST, SET IN TOP OF A
 NM0293'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0293
 NM0293                          STATION RECOVERY (1969)
 NM0293
 NM0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0293'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0226 ***********************************************************************
 NM0226  DESIGNATION -  D 142
 NM0226  PID         -  NM0226
 NM0226  STATE/COUNTY-  IA/WOODBURY
 NM0226  USGS QUAD   -  HOMER (1976)
 NM0226
 NM0226                         *CURRENT SURVEY CONTROL
 NM0226  ___________________________________________________________________
 NM0226* NAD 83(1986)-  42 22 29.     (N)    096 23 23.     (W)     SCALED    
 NM0226* NAVD 88     -       332.987  (meters)    1092.47   (feet)  ADJUSTED  
 NM0226  ___________________________________________________________________
 NM0226  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 NM0226  DYNAMIC HT  -         332.881 (meters)    1092.13  (feet)  COMP
 NM0226  MODELED GRAV-     980,291.9   (mgal)                       NAVD 88
 NM0226
 NM0226  VERT ORDER  -  SECOND    CLASS 0
 NM0226
 NM0226.The horizontal coordinates were scaled from a topographic map and have
 NM0226.an estimated accuracy of +/- 6 seconds.
 NM0226
 NM0226.The orthometric height was determined by differential leveling
 NM0226.and adjusted by the National Geodetic Survey in June 1991..
 NM0226
 NM0226.The geoid height was determined by GEOID03.
 NM0226
 NM0226.The dynamic height is computed by dividing the NAVD 88
 NM0226.geopotential number by the normal gravity value computed on the
 NM0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0226.degrees latitude (g = 980.6199 gals.).
 NM0226
 NM0226.The modeled gravity was interpolated from observed gravity values.
 NM0226
 NM0226;                    North         East    Units  Estimated Accuracy
 NM0226;SPC IA N     - 1,101,230.    1,262,050.      MT  (+/- 180 meters Scaled)
 NM0226
 NM0226                          SUPERSEDED SURVEY CONTROL
 NM0226
 NM0226  NGVD 29 (??/??/92)  332.830  (m)         1091.96   (f) ADJ UNCH    2 0
 NM0226
 NM0226.Superseded values are not recommended for survey control.
 NM0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0226.See file dsdata.txt to determine how the superseded data were derived.
 NM0226
 NM0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM149946(NAD 83)
 NM0226_MARKER: DB = BENCH MARK DISK
 NM0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0226_STAMPING: D 142 1948
 NM0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0226+STABILITY: SURFACE MOTION
 NM0226
 NM0226  HISTORY     - Date     Condition        Report By
 NM0226  HISTORY     - 1948     MONUMENTED       CGS
 NM0226
 NM0226                          STATION DESCRIPTION
 NM0226
 NM0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0226'6.2 MI SW FROM SERGEANT BLUFF.
 NM0226'0.5 MILE WEST ALONG STATE HIGHWAY NO. 377 FROM THE JUNCTION OF
 NM0226'U.S. HIGHWAY NO. 75 AT SERGEANT BLUFF, THENCE 1.0 MILE NORTH
 NM0226'ALONG A GRADED DIRT ROAD, THENCE 0.75 MILE WEST ALONG A GRAVELED
 NM0226'ROAD, THENCE 1.2 MILES SOUTH ALONG A GRAVELED AND GRADED DIRT
 NM0226'ROAD, THENCE 0.8 MILE SOUTHWEST ALONG A DIRT ROAD, THENCE 1.0
 NM0226'MILE SOUTH ALONG A DIRT ROAD, THENCE 0.2 MILE EAST ALONG A DIRT
 NM0226'ROAD, THENCE 0.8 MILE SOUTH ALONG A GRAVEL ROAD, AT A T ROAD, 62.2
 NM0226'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 34.0 FEET
 NM0226'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 23.0 FEET SOUTH
 NM0226'OF THE CENTER LINE OF THE ROAD LEADING WEST, 7.1 FEET SOUTH OF A
 NM0226'CORNER FENCE POST, 1.4 FEET EAST OF A FENCE, 1.4 FEET NORTH OF A
 NM0226'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 NM0226'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0175 ***********************************************************************
 MK0175  DESIGNATION -  D 144
 MK0175  PID         -  MK0175
 MK0175  STATE/COUNTY-  IA/HARRISON
 MK0175  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0175
 MK0175                         *CURRENT SURVEY CONTROL
 MK0175  ___________________________________________________________________
 MK0175* NAD 83(1986)-  41 50 57.     (N)    096 06 13.     (W)     SCALED    
 MK0175* NAVD 88     -       316.216  (meters)    1037.45   (feet)  ADJUSTED  
 MK0175  ___________________________________________________________________
 MK0175  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 MK0175  DYNAMIC HT  -         316.094 (meters)    1037.05  (feet)  COMP
 MK0175  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 MK0175
 MK0175  VERT ORDER  -  SECOND    CLASS 0
 MK0175
 MK0175.The horizontal coordinates were scaled from a topographic map and have
 MK0175.an estimated accuracy of +/- 6 seconds.
 MK0175
 MK0175.The orthometric height was determined by differential leveling
 MK0175.and adjusted by the National Geodetic Survey in June 1991..
 MK0175
 MK0175.The geoid height was determined by GEOID03.
 MK0175
 MK0175.The dynamic height is computed by dividing the NAVD 88
 MK0175.geopotential number by the normal gravity value computed on the
 MK0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0175.degrees latitude (g = 980.6199 gals.).
 MK0175
 MK0175.The modeled gravity was interpolated from observed gravity values.
 MK0175
 MK0175;                    North         East    Units  Estimated Accuracy
 MK0175;SPC IA S     -   208,590.      283,810.      MT  (+/- 180 meters Scaled)
 MK0175
 MK0175                          SUPERSEDED SURVEY CONTROL
 MK0175
 MK0175  NGVD 29 (??/??/92)  316.064  (m)         1036.95   (f) ADJ UNCH    2 0
 MK0175
 MK0175.Superseded values are not recommended for survey control.
 MK0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0175.See file dsdata.txt to determine how the superseded data were derived.
 MK0175
 MK0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM404370(NAD 83)
 MK0175_MARKER: DB = BENCH MARK DISK
 MK0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0175_STAMPING: D 144 1948
 MK0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0175+STABILITY: SURFACE MOTION
 MK0175
 MK0175  HISTORY     - Date     Condition        Report By
 MK0175  HISTORY     - 1948     MONUMENTED       CGS
 MK0175  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0175
 MK0175                          STATION DESCRIPTION
 MK0175
 MK0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0175'5.7 MI NW FROM RIVER SIOUX.
 MK0175'3.1 MILES NORTHWEST ALONG THE CHICAO AND NORTH WESTERN RAILWAY
 MK0175'FROM THE STATION AT RIVER SIOUX, THENCE 1.4 MILES NORTHWEST
 MK0175'ALONG U.S. HIGHWAY NO. 75, THENCE 0.5 MILE WEST ALONG A DIRT
 MK0175'ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.2
 MK0175'MILE WEST ALONG A DIRT ROAD, 20.0 FEET NORTH OF THE CENTER
 MK0175'LINE OF THE ROAD, 56.6 FEET SOUTH OF A WINDMILL, 6.6 FEET NORTH
 MK0175'OF A CORNER FENCE POST, 1.0 FOOT EAST OF A FENCE, 2.0 FEET
 MK0175'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MK0175'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MK0175
 MK0175                          STATION RECOVERY (1970)
 MK0175
 MK0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0324 ***********************************************************************
 NM0324  DESIGNATION -  D 145
 NM0324  PID         -  NM0324
 NM0324  STATE/COUNTY-  IA/MONONA
 NM0324  USGS QUAD   -  ONAWA SW (1969)
 NM0324
 NM0324                         *CURRENT SURVEY CONTROL
 NM0324  ___________________________________________________________________
 NM0324* NAD 83(1986)-  42 03 19.     (N)    096 11 39.     (W)     SCALED    
 NM0324* NAVD 88     -       321.978  (meters)    1056.36   (feet)  ADJUSTED  
 NM0324  ___________________________________________________________________
 NM0324  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 NM0324  DYNAMIC HT  -         321.865 (meters)    1055.99  (feet)  COMP
 NM0324  MODELED GRAV-     980,259.1   (mgal)                       NAVD 88
 NM0324
 NM0324  VERT ORDER  -  SECOND    CLASS 0
 NM0324
 NM0324.The horizontal coordinates were scaled from a topographic map and have
 NM0324.an estimated accuracy of +/- 6 seconds.
 NM0324
 NM0324.The orthometric height was determined by differential leveling
 NM0324.and adjusted by the National Geodetic Survey in June 1991..
 NM0324
 NM0324.The geoid height was determined by GEOID03.
 NM0324
 NM0324.The dynamic height is computed by dividing the NAVD 88
 NM0324.geopotential number by the normal gravity value computed on the
 NM0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0324.degrees latitude (g = 980.6199 gals.).
 NM0324
 NM0324.The modeled gravity was interpolated from observed gravity values.
 NM0324
 NM0324;                    North         East    Units  Estimated Accuracy
 NM0324;SPC IA N     - 1,065,230.    1,277,020.      MT  (+/- 180 meters Scaled)
 NM0324
 NM0324                          SUPERSEDED SURVEY CONTROL
 NM0324
 NM0324  NGVD 29 (??/??/92)  321.837  (m)         1055.89   (f) ADJ UNCH    2 0
 NM0324
 NM0324.Superseded values are not recommended for survey control.
 NM0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0324.See file dsdata.txt to determine how the superseded data were derived.
 NM0324
 NM0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM321597(NAD 83)
 NM0324_MARKER: DB = BENCH MARK DISK
 NM0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0324_STAMPING: D 145 1948
 NM0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0324+STABILITY: SURFACE MOTION
 NM0324
 NM0324  HISTORY     - Date     Condition        Report By
 NM0324  HISTORY     - 1948     MONUMENTED       CGS
 NM0324
 NM0324                          STATION DESCRIPTION
 NM0324
 NM0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0324'7.1 MI NW FROM ONAWA.
 NM0324'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0324'AT ONAWA, THENCE 1.2 MILES WEST ALONG COUNTY ROAD H, THENCE 1.9
 NM0324'MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.5 MILE WEST ALONG A
 NM0324'DIRT ROAD, NEAR A ROAD CROSSING, AT THE EAST EDGE OF A GROVE
 NM0324'OF TREES, 76.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM0324'ROAD, 52.0 FEET SOUTH OF THE CENTER LINE OF A FIELD ROAD, 3.0
 NM0324'FEET NORTH OF THE MOST NORTHEASTERLY 10-INCH ELM TREE, 1.5 FEET
 NM0324'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NM0324'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0052 ***********************************************************************
 NM0052  DESIGNATION -  D 146
 NM0052  PID         -  NM0052
 NM0052  STATE/COUNTY-  IA/WOODBURY
 NM0052  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM0052
 NM0052                         *CURRENT SURVEY CONTROL
 NM0052  ___________________________________________________________________
 NM0052* NAD 83(1986)-  42 30 38.     (N)    096 28 36.     (W)     SCALED    
 NM0052* NAVD 88     -       335.029  (meters)    1099.17   (feet)  ADJUSTED  
 NM0052  ___________________________________________________________________
 NM0052  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 NM0052  DYNAMIC HT  -         334.924 (meters)    1098.83  (feet)  COMP
 NM0052  MODELED GRAV-     980,295.9   (mgal)                       NAVD 88
 NM0052
 NM0052  VERT ORDER  -  FIRST     CLASS II
 NM0052
 NM0052.The horizontal coordinates were scaled from a topographic map and have
 NM0052.an estimated accuracy of +/- 6 seconds.
 NM0052
 NM0052.The orthometric height was determined by differential leveling
 NM0052.and adjusted by the National Geodetic Survey in June 1991..
 NM0052
 NM0052.The geoid height was determined by GEOID03.
 NM0052
 NM0052.The dynamic height is computed by dividing the NAVD 88
 NM0052.geopotential number by the normal gravity value computed on the
 NM0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0052.degrees latitude (g = 980.6199 gals.).
 NM0052
 NM0052.The modeled gravity was interpolated from observed gravity values.
 NM0052
 NM0052;                    North         East    Units  Estimated Accuracy
 NM0052;SPC IA N     - 1,116,560.    1,255,430.      MT  (+/- 180 meters Scaled)
 NM0052
 NM0052                          SUPERSEDED SURVEY CONTROL
 NM0052
 NM0052  NGVD 29 (??/??/92)  334.862  (m)         1098.63   (f) ADJ UNCH    1 2
 NM0052
 NM0052.Superseded values are not recommended for survey control.
 NM0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0052.See file dsdata.txt to determine how the superseded data were derived.
 NM0052
 NM0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN073095(NAD 83)
 NM0052_MARKER: DB = BENCH MARK DISK
 NM0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0052_SP_SET: WALL
 NM0052_STAMPING: D 146 1948
 NM0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0052
 NM0052  HISTORY     - Date     Condition        Report By
 NM0052  HISTORY     - 1948     MONUMENTED       CGS
 NM0052  HISTORY     - 19900424 MARK NOT FOUND   NGS
 NM0052
 NM0052                          STATION DESCRIPTION
 NM0052
 NM0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0052'AT RIVERSIDE.
 NM0052'AT RIVERSIDE, 0.4 MILE SOUTH ALONG U.S. HIGHWAY NO. 77 FROM THE
 NM0052'POST OFFICE, THENCE 0.2 MILE WEST ALONG A GRAVEL ROAD, AT THE
 NM0052'BIG SIOUX POWER PLANT, IN THE SOUTHEAST END OF THE CONCRETE
 NM0052'WALL BETWEEN THE TWO WATER INTAKES LOCATED ON THE SOUTHEAST
 NM0052'SIDE OF THE PLANT, 20.2 FEET WEST OF THE SOUTHEAST END OF THE
 NM0052'WIRE MESH GUARD FENCE, 1.9 FEET NORTHWEST OF THE SOUTHEAST
 NM0052'END OF THE WALL.
 NM0052
 NM0052                          STATION RECOVERY (1990)
 NM0052
 NM0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NM0052'THE STRUCTURE THE DISK WAS IN HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0512 ***********************************************************************
 MJ0512  DESIGNATION -  D 147
 MJ0512  PID         -  MJ0512
 MJ0512  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0512  USGS QUAD   -  AVOCA (1994)
 MJ0512
 MJ0512                         *CURRENT SURVEY CONTROL
 MJ0512  ___________________________________________________________________
 MJ0512* NAD 83(1986)-  41 26 46.     (N)    095 20 12.     (W)     SCALED    
 MJ0512* NAVD 88     -       362.930  (meters)    1190.71   (feet)  ADJUSTED  
 MJ0512  ___________________________________________________________________
 MJ0512  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 MJ0512  DYNAMIC HT  -         362.784 (meters)    1190.23  (feet)  COMP
 MJ0512  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 MJ0512
 MJ0512  VERT ORDER  -  SECOND    CLASS 0
 MJ0512
 MJ0512.The horizontal coordinates were scaled from a topographic map and have
 MJ0512.an estimated accuracy of +/- 6 seconds.
 MJ0512
 MJ0512.The orthometric height was determined by differential leveling
 MJ0512.and adjusted by the National Geodetic Survey in June 1991..
 MJ0512
 MJ0512.The geoid height was determined by GEOID03.
 MJ0512
 MJ0512.The dynamic height is computed by dividing the NAVD 88
 MJ0512.geopotential number by the normal gravity value computed on the
 MJ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0512.degrees latitude (g = 980.6199 gals.).
 MJ0512
 MJ0512.The modeled gravity was interpolated from observed gravity values.
 MJ0512
 MJ0512;                    North         East    Units  Estimated Accuracy
 MJ0512;SPC IA S     -   162,210.      346,540.      MT  (+/- 180 meters Scaled)
 MJ0512
 MJ0512                          SUPERSEDED SURVEY CONTROL
 MJ0512
 MJ0512  NGVD 29 (??/??/92)  362.838  (m)         1190.41   (f) ADJ UNCH    2 0
 MJ0512
 MJ0512.Superseded values are not recommended for survey control.
 MJ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0512.See file dsdata.txt to determine how the superseded data were derived.
 MJ0512
 MJ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF048909(NAD 83)
 MJ0512_MARKER: DB = BENCH MARK DISK
 MJ0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0512_STAMPING: D 147 1949
 MJ0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0512+STABILITY: SURFACE MOTION
 MJ0512
 MJ0512  HISTORY     - Date     Condition        Report By
 MJ0512  HISTORY     - 1949     MONUMENTED       CGS
 MJ0512  HISTORY     - 1962     MARK NOT FOUND   USGS
 MJ0512
 MJ0512                          STATION DESCRIPTION
 MJ0512
 MJ0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0512'2.1 MI S FROM AVOCA.
 MJ0512'2.1 MILES SOUTH ALONG U.S. HIGHWAY NO. 59 FROM THE AVOCA
 MJ0512'WATERWORKS BUILDING AT AVOCA, 0.1 MILE SOUTH OF A CROSS ROAD, ON
 MJ0512'THE SOUTH SLOPE OF A HILL, 52.0 FEET EAST OF THE CENTER LINE OF
 MJ0512'THE HIGHWAY, 9.0 FEET SOUTH OF A 3-WAY CORNER FENCE POST, 5.0
 MJ0512'FEET SOUTH OF A POWER LINE POLE, 1.3 FEET WEST OF THE EAST
 MJ0512'RIGHT-OF-WAY FENCE, 1.3 FEET NORTH OF A REFERENCE POST, SET IN
 MJ0512'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MJ0512
 MJ0512                          STATION RECOVERY (1962)
 MJ0512
 MJ0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MJ0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0465 ***********************************************************************
 MJ0465  DESIGNATION -  D 148
 MJ0465  PID         -  MJ0465
 MJ0465  STATE/COUNTY-  IA/MILLS
 MJ0465  USGS QUAD   -  EMERSON (1978)
 MJ0465
 MJ0465                         *CURRENT SURVEY CONTROL
 MJ0465  ___________________________________________________________________
 MJ0465* NAD 83(1986)-  41 06 20.     (N)    095 28 48.     (W)     SCALED    
 MJ0465* NAVD 88     -       316.469  (meters)    1038.28   (feet)  ADJUSTED  
 MJ0465  ___________________________________________________________________
 MJ0465  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 MJ0465  DYNAMIC HT  -         316.335 (meters)    1037.84  (feet)  COMP
 MJ0465  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 MJ0465
 MJ0465  VERT ORDER  -  SECOND    CLASS 0
 MJ0465
 MJ0465.The horizontal coordinates were scaled from a topographic map and have
 MJ0465.an estimated accuracy of +/- 6 seconds.
 MJ0465
 MJ0465.The orthometric height was determined by differential leveling
 MJ0465.and adjusted by the National Geodetic Survey in June 1991..
 MJ0465
 MJ0465.The geoid height was determined by GEOID03.
 MJ0465
 MJ0465.The dynamic height is computed by dividing the NAVD 88
 MJ0465.geopotential number by the normal gravity value computed on the
 MJ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0465.degrees latitude (g = 980.6199 gals.).
 MJ0465
 MJ0465.The modeled gravity was interpolated from observed gravity values.
 MJ0465
 MJ0465;                    North         East    Units  Estimated Accuracy
 MJ0465;SPC IA S     -   124,660.      333,700.      MT  (+/- 180 meters Scaled)
 MJ0465
 MJ0465                          SUPERSEDED SURVEY CONTROL
 MJ0465
 MJ0465  NGVD 29 (??/??/92)  316.390  (m)         1038.02   (f) ADJ UNCH    2 0
 MJ0465
 MJ0465.Superseded values are not recommended for survey control.
 MJ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0465.See file dsdata.txt to determine how the superseded data were derived.
 MJ0465
 MJ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF917534(NAD 83)
 MJ0465_MARKER: DB = BENCH MARK DISK
 MJ0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0465_STAMPING: D 148 1949
 MJ0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0465+STABILITY: SURFACE MOTION
 MJ0465
 MJ0465  HISTORY     - Date     Condition        Report By
 MJ0465  HISTORY     - 1949     MONUMENTED       CGS
 MJ0465
 MJ0465                          STATION DESCRIPTION
 MJ0465
 MJ0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0465'5.5 MI SW FROM HENDERSON.
 MJ0465'0.3 MILE NORTH ALONG STATE HIGHWAY NO. 244 FROM THE CITIZENS
 MJ0465'BANK AT HENDERSON, THENCE 2.4 MILES WEST ALONG COUNTY ROAD U,
 MJ0465'THENCE 2.8 MILES SOUTH ALONG COUNTY ROAD U, 1.1 MILES NORTH OF
 MJ0465'BENCH MARK C 148, AT A T-JUNCTION AT DIRT ROADS, 124.0 FEET SOUTH
 MJ0465'OF THE SOUTHWEST CORNER OF THE FARMHOUSE OCCUPIED BY L.H. PARKER,
 MJ0465'36.0 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING EAST,
 MJ0465'37.0 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 6.0 FEET
 MJ0465'EAST OF A CORNER FENCE POST, 1.0 FOOT NORTH OF A FENCE, 1.1 FEET
 MJ0465'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MJ0465'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0475 ***********************************************************************
 MJ0475  DESIGNATION -  D 149
 MJ0475  PID         -  MJ0475
 MJ0475  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0475  USGS QUAD   -  CARSON (1978)
 MJ0475
 MJ0475                         *CURRENT SURVEY CONTROL
 MJ0475  ___________________________________________________________________
 MJ0475* NAD 83(1986)-  41 11 31.     (N)    095 24 13.     (W)     SCALED    
 MJ0475* NAVD 88     -       367.110  (meters)    1204.43   (feet)  ADJUSTED  
 MJ0475  ___________________________________________________________________
 MJ0475  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 MJ0475  DYNAMIC HT  -         366.958 (meters)    1203.93  (feet)  COMP
 MJ0475  MODELED GRAV-     980,197.9   (mgal)                       NAVD 88
 MJ0475
 MJ0475  VERT ORDER  -  SECOND    CLASS 0
 MJ0475
 MJ0475.The horizontal coordinates were scaled from a topographic map and have
 MJ0475.an estimated accuracy of +/- 6 seconds.
 MJ0475
 MJ0475.The orthometric height was determined by differential leveling
 MJ0475.and adjusted by the National Geodetic Survey in June 1991..
 MJ0475
 MJ0475.The geoid height was determined by GEOID03.
 MJ0475
 MJ0475.The dynamic height is computed by dividing the NAVD 88
 MJ0475.geopotential number by the normal gravity value computed on the
 MJ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0475.degrees latitude (g = 980.6199 gals.).
 MJ0475
 MJ0475.The modeled gravity was interpolated from observed gravity values.
 MJ0475
 MJ0475;                    North         East    Units  Estimated Accuracy
 MJ0475;SPC IA S     -   134,110.      340,330.      MT  (+/- 180 meters Scaled)
 MJ0475
 MJ0475                          SUPERSEDED SURVEY CONTROL
 MJ0475
 MJ0475  NGVD 29 (??/??/92)  367.027  (m)         1204.15   (f) ADJ UNCH    2 0
 MJ0475
 MJ0475.Superseded values are not recommended for survey control.
 MJ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0475.See file dsdata.txt to determine how the superseded data were derived.
 MJ0475
 MJ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF984628(NAD 83)
 MJ0475_MARKER: DB = BENCH MARK DISK
 MJ0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0475_STAMPING: D 149 1949
 MJ0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0475+STABILITY: SURFACE MOTION
 MJ0475
 MJ0475  HISTORY     - Date     Condition        Report By
 MJ0475  HISTORY     - 1949     MONUMENTED       CGS
 MJ0475
 MJ0475                          STATION DESCRIPTION
 MJ0475
 MJ0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0475'3.9 MI SE FROM CARSON.
 MJ0475'0.2 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0475'FROM THE STATION AT CARSON, THENCE 1.0 MILE EAST ALONG STATE
 MJ0475'HIGHWAY 100, THENCE 2.7 MILES SOUTH ALONG U.S. HIGHWAY 59, AT
 MJ0475'THE JUNCTION OF U.S. HIGHWAY 59 AND STATE HIGHWAY 362, 69.0
 MJ0475'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 59, 64.0 FEET
 MJ0475'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 362 WHICH LEADS
 MJ0475'WEST TO MACEDONIA, 6.0 FEET SOUTHWEST OF A TRANSMISSION LINE
 MJ0475'POLE, 0.8 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE, 1.3 FEET
 MJ0475'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 MJ0475'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0003 ***********************************************************************
 NM0003  DESIGNATION -  D 15
 NM0003  PID         -  NM0003
 NM0003  STATE/COUNTY-  IA/WOODBURY
 NM0003  USGS QUAD   -  JAMES (1994)
 NM0003
 NM0003                         *CURRENT SURVEY CONTROL
 NM0003  ___________________________________________________________________
 NM0003* NAD 83(1986)-  42 32 07.     (N)    096 21 59.     (W)     SCALED    
 NM0003* NAVD 88     -       339.326  (meters)    1113.27   (feet)  ADJUSTED  
 NM0003  ___________________________________________________________________
 NM0003  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 NM0003  DYNAMIC HT  -         339.216 (meters)    1112.91  (feet)  COMP
 NM0003  MODELED GRAV-     980,288.4   (mgal)                       NAVD 88
 NM0003
 NM0003  VERT ORDER  -  SECOND    CLASS 0
 NM0003
 NM0003.The horizontal coordinates were scaled from a topographic map and have
 NM0003.an estimated accuracy of +/- 6 seconds.
 NM0003
 NM0003.The orthometric height was determined by differential leveling
 NM0003.and adjusted by the National Geodetic Survey in June 1991..
 NM0003
 NM0003.The geoid height was determined by GEOID03.
 NM0003
 NM0003.The dynamic height is computed by dividing the NAVD 88
 NM0003.geopotential number by the normal gravity value computed on the
 NM0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0003.degrees latitude (g = 980.6199 gals.).
 NM0003
 NM0003.The modeled gravity was interpolated from observed gravity values.
 NM0003
 NM0003;                    North         East    Units  Estimated Accuracy
 NM0003;SPC IA N     - 1,118,990.    1,264,580.      MT  (+/- 180 meters Scaled)
 NM0003
 NM0003                          SUPERSEDED SURVEY CONTROL
 NM0003
 NM0003  NGVD 29 (??/??/92)  339.108  (m)         1112.56   (f) ADJ UNCH    2 0
 NM0003
 NM0003.Superseded values are not recommended for survey control.
 NM0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0003.See file dsdata.txt to determine how the superseded data were derived.
 NM0003
 NM0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN162125(NAD 83)
 NM0003_MARKER: DB = BENCH MARK DISK
 NM0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0003_STAMPING: D 15 1934
 NM0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0003+STABILITY: SURFACE MOTION
 NM0003
 NM0003  HISTORY     - Date     Condition        Report By
 NM0003  HISTORY     - 1934     MONUMENTED       CGS
 NM0003  HISTORY     - 1962     MARK NOT FOUND   NGS
 NM0003
 NM0003                          STATION DESCRIPTION
 NM0003
 NM0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NM0003'4 MI NE FROM SIOUX CITY.
 NM0003'4 MILES NORTHEAST ALONG THE SOO LINE RAILROAD COMPANY, FORMERLY
 NM0003'(C.STP.M. AND O.RY) FROM THE STATION AT SIOUX CITY, 186 YARDS
 NM0003'NORTHEAST OF SEMAPHORE 506.1, 75.0 FEET EAST OF THE CROSSING OF
 NM0003'JEFFERSON STREET, 39 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 NM0003'MAIN TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 NM0003'STAMPED D 15 1934 AND SET IN THE TOP OF A CONCRETE POST
 NM0003'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0412 ***********************************************************************
 MJ0412  DESIGNATION -  D 150
 MJ0412  PID         -  MJ0412
 MJ0412  STATE/COUNTY-  IA/CASS
 MJ0412  USGS QUAD   -  ATLANTIC (1971)
 MJ0412
 MJ0412                         *CURRENT SURVEY CONTROL
 MJ0412  ___________________________________________________________________
 MJ0412* NAD 83(1986)-  41 27 01.     (N)    095 07 03.     (W)     SCALED    
 MJ0412* NAVD 88     -       362.421  (meters)    1189.04   (feet)  ADJUSTED  
 MJ0412  ___________________________________________________________________
 MJ0412  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 MJ0412  DYNAMIC HT  -         362.284 (meters)    1188.59  (feet)  COMP
 MJ0412  MODELED GRAV-     980,233.8   (mgal)                       NAVD 88
 MJ0412
 MJ0412  VERT ORDER  -  FIRST     CLASS II
 MJ0412
 MJ0412.The horizontal coordinates were scaled from a topographic map and have
 MJ0412.an estimated accuracy of +/- 6 seconds.
 MJ0412
 MJ0412.The orthometric height was determined by differential leveling
 MJ0412.and adjusted by the National Geodetic Survey in June 1991..
 MJ0412
 MJ0412.The geoid height was determined by GEOID03.
 MJ0412
 MJ0412.The dynamic height is computed by dividing the NAVD 88
 MJ0412.geopotential number by the normal gravity value computed on the
 MJ0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0412.degrees latitude (g = 980.6199 gals.).
 MJ0412
 MJ0412.The modeled gravity was interpolated from observed gravity values.
 MJ0412
 MJ0412;                    North         East    Units  Estimated Accuracy
 MJ0412;SPC IA S     -   162,310.      364,860.      MT  (+/- 180 meters Scaled)
 MJ0412
 MJ0412                          SUPERSEDED SURVEY CONTROL
 MJ0412
 MJ0412  NGVD 29 (??/??/92)  362.351  (m)         1188.81   (f) ADJ UNCH    1 2
 MJ0412
 MJ0412.Superseded values are not recommended for survey control.
 MJ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0412.See file dsdata.txt to determine how the superseded data were derived.
 MJ0412
 MJ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF231909(NAD 83)
 MJ0412_MARKER: DB = BENCH MARK DISK
 MJ0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0412_SP_SET: BRIDGE
 MJ0412_STAMPING: D 150 1949
 MJ0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0412
 MJ0412  HISTORY     - Date     Condition        Report By
 MJ0412  HISTORY     - 1949     MONUMENTED       CGS
 MJ0412  HISTORY     - 1950     GOOD             NGS
 MJ0412
 MJ0412                          STATION DESCRIPTION
 MJ0412
 MJ0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0412'AT MARNE.
 MJ0412'AT MARNE, 0.4 MILE NORTHWEST ALONG THE CHICAGO, ROCK ISLAND
 MJ0412'AND PACIFIC RAILWAY FROM THE STATION, SET IN THE SOUTH END OF
 MJ0412'THE EAST STONE ABUTMENT OF STEEL BRIDGE NO. 4463, 20.0 FEET
 MJ0412'SOUTH OF THE SOUTH RAIL OF THE TRACK, 1.0 FOOT NORTH OF THE
 MJ0412'SOUTH END OF THE TOP STEP OF THE ABUTMENT, 1.5 FEET EAST OF THE
 MJ0412'WEST FACE AND 1.5 FEET WEST OF THE EAST FACE OF THE STEP, ABOUT
 MJ0412'7.0 FEET BELOW TRACK LEVEL.
 MJ0412
 MJ0412                          STATION RECOVERY (1950)
 MJ0412
 MJ0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MJ0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0372 ***********************************************************************
 MJ0372  DESIGNATION -  D 151
 MJ0372  PID         -  MJ0372
 MJ0372  STATE/COUNTY-  IA/SHELBY
 MJ0372  USGS QUAD   -  IRWIN (1978)
 MJ0372
 MJ0372                         *CURRENT SURVEY CONTROL
 MJ0372  ___________________________________________________________________
 MJ0372* NAD 83(1986)-  41 47 31.     (N)    095 14 50.     (W)     SCALED    
 MJ0372* NAVD 88     -       388.988  (meters)    1276.20   (feet)  ADJUSTED  
 MJ0372  ___________________________________________________________________
 MJ0372  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 MJ0372  DYNAMIC HT  -         388.804 (meters)    1275.60  (feet)  COMP
 MJ0372  MODELED GRAV-     980,138.7   (mgal)                       NAVD 88
 MJ0372
 MJ0372  VERT ORDER  -  SECOND    CLASS 0
 MJ0372
 MJ0372.The horizontal coordinates were scaled from a topographic map and have
 MJ0372.an estimated accuracy of +/- 6 seconds.
 MJ0372
 MJ0372.The orthometric height was determined by differential leveling
 MJ0372.and adjusted by the National Geodetic Survey in June 1991..
 MJ0372
 MJ0372.The geoid height was determined by GEOID03.
 MJ0372
 MJ0372.The dynamic height is computed by dividing the NAVD 88
 MJ0372.geopotential number by the normal gravity value computed on the
 MJ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0372.degrees latitude (g = 980.6199 gals.).
 MJ0372
 MJ0372.The modeled gravity was interpolated from observed gravity values.
 MJ0372
 MJ0372;                    North         East    Units  Estimated Accuracy
 MJ0372;SPC IA S     -   200,460.      354,780.      MT  (+/- 180 meters Scaled)
 MJ0372
 MJ0372                          SUPERSEDED SURVEY CONTROL
 MJ0372
 MJ0372  NGVD 29 (??/??/92)  388.853  (m)         1275.76   (f) ADJ UNCH    2 0
 MJ0372
 MJ0372.Superseded values are not recommended for survey control.
 MJ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0372.See file dsdata.txt to determine how the superseded data were derived.
 MJ0372
 MJ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG132291(NAD 83)
 MJ0372_MARKER: DB = BENCH MARK DISK
 MJ0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0372_SP_SET: CULVERT
 MJ0372_STAMPING: D 151 1949
 MJ0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0372
 MJ0372  HISTORY     - Date     Condition        Report By
 MJ0372  HISTORY     - 1949     MONUMENTED       CGS
 MJ0372
 MJ0372                          STATION DESCRIPTION
 MJ0372
 MJ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0372'2 MI W FROM IRWIN.
 MJ0372'2.05 MILES WEST ALONG STATE HIGHWAY NO. 268 FROM THE JUNCTION
 MJ0372'OF STATE HIGHWAY NO. 268 WITH COUNTY ROAD M AT IRWIN, SET IN THE
 MJ0372'EAST END OF THE SOUTH HEADWALL OF CULVERT NO. 21, ABOUT 0.1
 MJ0372'MILE EAST OF A BLUE ROOFED WHITE FARMHOUSE ON THE NORTH SIDE
 MJ0372'OF THE HIGHWAY, 33.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MJ0372'1.3 FEET WEST OF THE EAST END OF THE HEADWALL, ABOUT 7.0 FEET
 MJ0372'BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0347 ***********************************************************************
 NM0347  DESIGNATION -  D 152
 NM0347  PID         -  NM0347
 NM0347  STATE/COUNTY-  IA/WOODBURY
 NM0347  USGS QUAD   -  LUTON (1964)
 NM0347
 NM0347                         *CURRENT SURVEY CONTROL
 NM0347  ___________________________________________________________________
 NM0347* NAD 83(1986)-  42 19 48.     (N)    096 13 20.     (W)     SCALED    
 NM0347* NAVD 88     -       330.104  (meters)    1083.02   (feet)  ADJUSTED  
 NM0347  ___________________________________________________________________
 NM0347  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 NM0347  DYNAMIC HT  -         329.996 (meters)    1082.66  (feet)  COMP
 NM0347  MODELED GRAV-     980,283.7   (mgal)                       NAVD 88
 NM0347
 NM0347  VERT ORDER  -  SECOND    CLASS 0
 NM0347
 NM0347.The horizontal coordinates were scaled from a topographic map and have
 NM0347.an estimated accuracy of +/- 6 seconds.
 NM0347
 NM0347.The orthometric height was determined by differential leveling
 NM0347.and adjusted by the National Geodetic Survey in June 1991..
 NM0347
 NM0347.The geoid height was determined by GEOID03.
 NM0347
 NM0347.The dynamic height is computed by dividing the NAVD 88
 NM0347.geopotential number by the normal gravity value computed on the
 NM0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0347.degrees latitude (g = 980.6199 gals.).
 NM0347
 NM0347.The modeled gravity was interpolated from observed gravity values.
 NM0347
 NM0347;                    North         East    Units  Estimated Accuracy
 NM0347;SPC IA N     - 1,095,810.    1,275,680.      MT  (+/- 180 meters Scaled)
 NM0347
 NM0347                          SUPERSEDED SURVEY CONTROL
 NM0347
 NM0347  NGVD 29 (??/??/92)  329.946  (m)         1082.50   (f) ADJ UNCH    2 0
 NM0347
 NM0347.Superseded values are not recommended for survey control.
 NM0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0347.See file dsdata.txt to determine how the superseded data were derived.
 NM0347
 NM0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM288901(NAD 83)
 NM0347_MARKER: DB = BENCH MARK DISK
 NM0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0347_SP_SET: FLOOD GATE
 NM0347_STAMPING: D 152 1949
 NM0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0347
 NM0347  HISTORY     - Date     Condition        Report By
 NM0347  HISTORY     - 1949     MONUMENTED       CGS
 NM0347  HISTORY     - 1964     GOOD             USGS
 NM0347
 NM0347                          STATION DESCRIPTION
 NM0347
 NM0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0347'0.9 MI SE FROM LUTON.
 NM0347'0.15 MILE EAST ALONG A GRAVELED STREET FROM THE CONSOLIDATED
 NM0347'SCHOOL AT LUTON, THENCE 0.7 MILE SOUTH ALONG A GRAVELED ROAD,
 NM0347'AND SET IN THE TOP OF THE EAST WALL OF A FLOOD GATE IN FARMERS
 NM0347'DITCH, 72 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST,
 NM0347'30 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST, 16 FEET
 NM0347'WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 17.5 FEET
 NM0347'SOUTHWEST OF THE NORTHWEST CORNER OF A BRIDGE OVER FARMERS
 NM0347'DITCH, 1.9 FEET SOUTH OF THE NORTHEAST CORNER OF THE FLOOD GATE
 NM0347'WALL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.  NOTE-- A
 NM0347'NEW BRIDGE HAS BEEN CONSTRUCTED AT THIS POINT.
 NM0347
 NM0347                          STATION RECOVERY (1964)
 NM0347
 NM0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NM0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0387 ***********************************************************************
 NM0387  DESIGNATION -  D 153
 NM0387  PID         -  NM0387
 NM0387  STATE/COUNTY-  IA/MONONA
 NM0387  USGS QUAD   -  HORNICK (1969)
 NM0387
 NM0387                         *CURRENT SURVEY CONTROL
 NM0387  ___________________________________________________________________
 NM0387* NAD 83(1986)-  42 09 19.     (N)    096 03 42.     (W)     SCALED    
 NM0387* NAVD 88     -       324.138  (meters)    1063.44   (feet)  ADJUSTED  
 NM0387  ___________________________________________________________________
 NM0387  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 NM0387  DYNAMIC HT  -         324.025 (meters)    1063.07  (feet)  COMP
 NM0387  MODELED GRAV-     980,262.9   (mgal)                       NAVD 88
 NM0387
 NM0387  VERT ORDER  -  SECOND    CLASS 0
 NM0387
 NM0387.The horizontal coordinates were scaled from a topographic map and have
 NM0387.an estimated accuracy of +/- 6 seconds.
 NM0387
 NM0387.The orthometric height was determined by differential leveling
 NM0387.and adjusted by the National Geodetic Survey in June 1991..
 NM0387
 NM0387.The geoid height was determined by GEOID03.
 NM0387
 NM0387.The dynamic height is computed by dividing the NAVD 88
 NM0387.geopotential number by the normal gravity value computed on the
 NM0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0387.degrees latitude (g = 980.6199 gals.).
 NM0387
 NM0387.The modeled gravity was interpolated from observed gravity values.
 NM0387
 NM0387;                    North         East    Units  Estimated Accuracy
 NM0387;SPC IA N     - 1,075,990.    1,288,320.      MT  (+/- 180 meters Scaled)
 NM0387
 NM0387                          SUPERSEDED SURVEY CONTROL
 NM0387
 NM0387  NGVD 29 (??/??/92)  323.993  (m)         1062.97   (f) ADJ UNCH    2 0
 NM0387
 NM0387.Superseded values are not recommended for survey control.
 NM0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0387.See file dsdata.txt to determine how the superseded data were derived.
 NM0387
 NM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM427711(NAD 83)
 NM0387_MARKER: DB = BENCH MARK DISK
 NM0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0387_SP_SET: FLOOD GATE
 NM0387_STAMPING: D 153 1949
 NM0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0387
 NM0387  HISTORY     - Date     Condition        Report By
 NM0387  HISTORY     - 1949     MONUMENTED       CGS
 NM0387  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0387
 NM0387                          STATION DESCRIPTION
 NM0387
 NM0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0387'7.8 MI NE FROM WHITING.
 NM0387'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND
 NM0387'NORTH WESTERN RAILROAD STATION AT WHITING, THENCE 1.6 MILES
 NM0387'EAST ALONG COUNTY ROAD E, THENCE 0.5 MILE NORTH ALONG COUNTY
 NM0387'ROAD E, THENCE 3.85 MILES EAST ALONG COUNTY ROAD E, IN THE TOP
 NM0387'OF THE WEST WALL OF A FLOOD GATE IN WEST FORK DITCH, 51.0 FEET
 NM0387'NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE OVER WEST FORK
 NM0387'DITCH, 26 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 NM0387'1.3 FEET NORTH OF THE SOUTHWEST CORNER OF THE FLOOD GATE WALL,
 NM0387'AND ABOUT LEVEL WITH THE ROAD.
 NM0387
 NM0387                          STATION RECOVERY (1969)
 NM0387
 NM0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0034 ***********************************************************************
 NM0034  CBN         -  This is a Cooperative Base Network Control Station.
 NM0034  DESIGNATION -  D 154
 NM0034  PID         -  NM0034
 NM0034  STATE/COUNTY-  IA/SIOUX
 NM0034  USGS QUAD   -  HAWARDEN SOUTH (1969)
 NM0034
 NM0034                         *CURRENT SURVEY CONTROL
 NM0034  ___________________________________________________________________
 NM0034* NAD 83(1996)-  42 59 09.58955(N)    096 29 07.64656(W)     ADJUSTED  
 NM0034* NAVD 88     -       358.616  (meters)    1176.56   (feet)  ADJUSTED  
 NM0034  ___________________________________________________________________
 NM0034  X           -    -527,849.222 (meters)                     COMP
 NM0034  Y           -  -4,643,351.223 (meters)                     COMP
 NM0034  Z           -   4,326,590.756 (meters)                     COMP
 NM0034  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 NM0034  ELLIP HEIGHT-         332.69  (meters)          (07/28/03) GPS OBS
 NM0034  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NM0034  DYNAMIC HT  -         358.521 (meters)    1176.25  (feet)  COMP
 NM0034  MODELED GRAV-     980,343.2   (mgal)                       NAVD 88
 NM0034
 NM0034  HORZ ORDER  -  B
 NM0034  VERT ORDER  -  FIRST     CLASS II
 NM0034  ELLP ORDER  -  FOURTH    CLASS I
 NM0034
 NM0034.This mark is at Hawarden Municipal Airport (2Y2)
 NM0034
 NM0034.The horizontal coordinates were established by GPS observations
 NM0034.and adjusted by the National Geodetic Survey in August 1997..
 NM0034
 NM0034.The orthometric height was determined by differential leveling
 NM0034.and adjusted by the National Geodetic Survey in June 1991..
 NM0034
 NM0034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM0034
 NM0034.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0034
 NM0034.The ellipsoidal height was determined by GPS observations
 NM0034.and is referenced to NAD 83.
 NM0034
 NM0034.The geoid height was determined by GEOID03.
 NM0034
 NM0034.The dynamic height is computed by dividing the NAVD 88
 NM0034.geopotential number by the normal gravity value computed on the
 NM0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0034.degrees latitude (g = 980.6199 gals.).
 NM0034
 NM0034.The modeled gravity was interpolated from observed gravity values.
 NM0034
 NM0034;                    North         East     Units Scale Factor Converg.
 NM0034;SPC IA N     - 1,169,360.470 1,256,567.799   MT  0.99996077   -2 01 24.2
 NM0034;SPC SD S     -    79,773.790   913,708.272   MT  0.99996735   +2 39 16.1
 NM0034;SPC SD S     -   261,724.51  2,997,724.56   sFT  0.99996735   +2 39 16.1
 NM0034;UTM  14      - 4,762,328.050   705,007.491   MT  1.00011706   +1 42 54.2
 NM0034
 NM0034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0034!SPC IA N     -   0.99994783  x   0.99996077  =   0.99990860
 NM0034!SPC SD S     -   0.99994783  x   0.99996735  =   0.99991518
 NM0034!UTM  14      -   0.99994783  x   1.00011706  =   1.00006488
 NM0034
 NM0034                          SUPERSEDED SURVEY CONTROL
 NM0034
 NM0034  ELLIP H (08/25/97)  332.68   (m)                       GP(       ) 4 1
 NM0034  NAD 83(1996)-  42 59 09.59059(N)    096 29 07.64196(W) AD(       ) 2
 NM0034  NAD 83(1986)-  42 59 09.59371(N)    096 29 07.63719(W) AD(       ) 2
 NM0034  NAD 27      -  42 59 09.63600(N)    096 29 06.52800(W) AD(       ) 2
 NM0034  NAVD 88 (08/25/97)  358.62   (m)         1176.6    (f) LEVELING    3  
 NM0034  NGVD 29 (??/??/92)  358.42   (m)         1175.9    (f) COMPUTED    1 2
 NM0034
 NM0034.Superseded values are not recommended for survey control.
 NM0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0034.See file dsdata.txt to determine how the superseded data were derived.
 NM0034
 NM0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0500762328(NAD 83)
 NM0034_MARKER: DB = BENCH MARK DISK
 NM0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0034_STAMPING: D 154 1949
 NM0034_MARK LOGO: CGS   
 NM0034_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0034+STABILITY: SURFACE MOTION
 NM0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0034+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 NM0034
 NM0034  HISTORY     - Date     Condition        Report By
 NM0034  HISTORY     - 1949     MONUMENTED       CGS
 NM0034  HISTORY     - 1949     GOOD             CGS
 NM0034  HISTORY     - 19960917 GOOD             NGS
 NM0034  HISTORY     - 20020308 GOOD             JCLS
 NM0034  HISTORY     - 20030205 GOOD             IADT
 NM0034  HISTORY     - 20040328 GOOD             JCLS
 NM0034
 NM0034                          STATION DESCRIPTION
 NM0034
 NM0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM0034'THIS STATION IS LOCATED ON THE GROUNDS OF THE HAWARDEN AIRPORT,
 NM0034'AT THE SOUTH EDGE OF HAWARDEN.  A TRAVERSE CONNECTION WAS MADE
 NM0034'TO THIS MARK FROM TRIANGULATION STATION HAWARDEN, AND IS
 NM0034'INCLUDED IN THE DESCRIPTION FOR THAT STATION.  IT IS EAST
 NM0034'OF THE HANGAR, AT THE ENTRANCE TO THE AIRPORT, 23 FEET WEST
 NM0034'OF THE CENTERLINE OF THE DRIVE LEADING INTO THE AIRPORT, 11
 NM0034'FEET WEST OF A GATE POST, 34 FEET EAST-SOUTHEAST OF THE
 NM0034'SOUTHEAST CORNER OF A HOUSE, 4 FEET EAST OF A POWER POLE,
 NM0034'2 FEET WEST OF A WITNESS POST, AND 1 FOOT SOUTH OF A
 NM0034'FENCELINE.  IT IS A USC AND GS BENCH MARK DISK, SET IN THE TOP
 NM0034'OF A CONCRETE POST, 10 INCHES IN DIAMETER, AND
 NM0034'PROJECTS 4 INCHES.  THE DISK IS STAMPED D 154 1949.
 NM0034'
 NM0034'THE TRAVERSE DISTANCE IS 78.087 METERS OR 256.19 FEET.
 NM0034
 NM0034                          STATION RECOVERY (1949)
 NM0034
 NM0034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NM0034'0.8 MI SE FROM HAWARDEN.
 NM0034'0.65 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0034'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HAWARDEN, THENCE
 NM0034'0.2 MILE EAST ALONG A GRADED DIRT ROAD, AT THE HAWARDEN AIRPORT,
 NM0034'25.0 FEET WEST OF THE CENTER LINE OF THE MAIN GATE, 4.4 FEET
 NM0034'EAST OF A LIGHT POLE, 1.6 FEET SOUTH OF A FENCE, 1.6 FEET WEST
 NM0034'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 NM0034'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0034
 NM0034                          STATION RECOVERY (1996)
 NM0034
 NM0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 NM0034'THE STATION IS LOCATED ON THE SOUTH SIDE OF HAWARDEN, IA., ALONG THE
 NM0034'WEST SIDE OF THE ROAD LEADING SOUTH TO THE BALL PARK AND FAIR GROUNDS,
 NM0034'IN BACK OF AND SOUTH-SOUTHEAST OF A HOUSE (624 1ST.  STREET) ON THE
 NM0034'SOUTHWEST CORNER OF 1ST.  STREET AND THE BALL PARK ROAD. NOTE--THIS
 NM0034'STATION IS A (CBN/HARN FIRST ORDER VERTICAL BENCH MARK TIE) TO ORANGE
 NM0034'CITY MUNICIPAL AIRPORT, (ORC) .  TO REACH THE STATION FROM THE
 NM0034'JUNCTION OF STATE HIGHWAYS 10 AND 12 IN HAWARDEN, GO SOUTH, 1.1 KM
 NM0034'(0.70 MI) ALONG HIGHWAY 12 CROSSING A RAILROAD TRACK AND THEN A
 NM0034'CONCRETE BRIDGE, TO 1ST.  STREET ON THE LEFT.  TURN LEFT, 0.24 KM
 NM0034'(0.15 MI) ALONG 1ST.  STREET TO THE BALL PARK ROAD ON THE RIGHT. TURN
 NM0034'RIGHT, 64.0 M (210.0 FT) TO THE STATION ON THE RIGHT IN THE GRASS.
 NM0034'STATION IS 64.0 M (210.0 FT) SOUTH OF 1ST.  STREET CENTER, 10.4 M
 NM0034'(34.1 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 8.2 M
 NM0034'(26.9 FT) WEST OF THE BALL PARK ROAD CENTER, 0.4 M (1.3 FT) NORTH OF A
 NM0034'WITNESS POST, AND THE MONUMENT IS PROJECTING ABOUT 7-CM ABOVE THE
 NM0034'GROUND SURFACE.  BY R.G.  HAYES
 NM0034
 NM0034                          STATION RECOVERY (2002)
 NM0034
 NM0034'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 NM0034'DESCRIPTION IS ADEQUATE
 NM0034
 NM0034                          STATION RECOVERY (2003)
 NM0034
 NM0034'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (DMO)
 NM0034'RECOVERED AS DESCRIBED.
 NM0034'
 NM0034
 NM0034                          STATION RECOVERY (2004)
 NM0034
 NM0034'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NM0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1512 ***********************************************************************
 NM1512  DESIGNATION -  D 155
 NM1512  PID         -  NM1512
 NM1512  STATE/COUNTY-  IA/MONONA
 NM1512  USGS QUAD   -  ONAWA (1969)
 NM1512
 NM1512                         *CURRENT SURVEY CONTROL
 NM1512  ___________________________________________________________________
 NM1512* NAD 83(1986)-  42 06 21.     (N)    096 00 21.     (W)     SCALED    
 NM1512* NAVD 88     -       320.462  (meters)    1051.38   (feet)  ADJUSTED  
 NM1512  ___________________________________________________________________
 NM1512  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 NM1512  DYNAMIC HT  -         320.344 (meters)    1051.00  (feet)  COMP
 NM1512  MODELED GRAV-     980,245.8   (mgal)                       NAVD 88
 NM1512
 NM1512  VERT ORDER  -  SECOND    CLASS 0
 NM1512
 NM1512.The horizontal coordinates were scaled from a topographic map and have
 NM1512.an estimated accuracy of +/- 6 seconds.
 NM1512
 NM1512.The orthometric height was determined by differential leveling
 NM1512.and adjusted by the National Geodetic Survey in June 1991..
 NM1512
 NM1512.The geoid height was determined by GEOID03.
 NM1512
 NM1512.The dynamic height is computed by dividing the NAVD 88
 NM1512.geopotential number by the normal gravity value computed on the
 NM1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1512.degrees latitude (g = 980.6199 gals.).
 NM1512
 NM1512.The modeled gravity was interpolated from observed gravity values.
 NM1512
 NM1512;                    North         East    Units  Estimated Accuracy
 NM1512;SPC IA N     - 1,070,370.    1,292,770.      MT  (+/- 180 meters Scaled)
 NM1512
 NM1512                          SUPERSEDED SURVEY CONTROL
 NM1512
 NM1512  NGVD 29 (??/??/92)  320.32   (m)         1050.9    (f) COMPUTED    2 0
 NM1512
 NM1512.Superseded values are not recommended for survey control.
 NM1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1512.See file dsdata.txt to determine how the superseded data were derived.
 NM1512
 NM1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM475658(NAD 83)
 NM1512_MARKER: DB = BENCH MARK DISK
 NM1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1512_STAMPING: D 155 1949
 NM1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1512+STABILITY: SURFACE MOTION
 NM1512
 NM1512  HISTORY     - Date     Condition        Report By
 NM1512  HISTORY     - 1949     MONUMENTED       CGS
 NM1512
 NM1512                          STATION DESCRIPTION
 NM1512
 NM1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1512'7.7 MI SSW FROM RODNEY.
 NM1512'4.4 MILES SOUTHWEST ALONG COUNTY ROAD A FROM THE ELEMENTARY
 NM1512'SCHOOL AT RODNEY, THENCE 3.3 MILES SOUTH ALONG COUNTY ROAD A,
 NM1512'123 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.8 FOOT SOUTH
 NM1512'OF A FENCE, 1.8 FEET EAST OF A REFERENCE POST, AND SET IN THE
 NM1512'TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 NM1512'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0303 ***********************************************************************
 LF0303  DESIGNATION -  D 156
 LF0303  PID         -  LF0303
 LF0303  STATE/COUNTY-  IA/FREMONT
 LF0303  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF0303
 LF0303                         *CURRENT SURVEY CONTROL
 LF0303  ___________________________________________________________________
 LF0303* NAD 83(1986)-  40 45 23.     (N)    095 25 00.     (W)     SCALED    
 LF0303* NAVD 88     -       289.416  (meters)     949.53   (feet)  ADJUSTED  
 LF0303  ___________________________________________________________________
 LF0303  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LF0303  DYNAMIC HT  -         289.259 (meters)     949.01  (feet)  COMP
 LF0303  MODELED GRAV-     980,078.7   (mgal)                       NAVD 88
 LF0303
 LF0303  VERT ORDER  -  SECOND    CLASS 0
 LF0303
 LF0303.This mark is at Shenandoah Municipal Airport (SDA)
 LF0303
 LF0303.The horizontal coordinates were scaled from a topographic map and have
 LF0303.an estimated accuracy of +/- 6 seconds.
 LF0303
 LF0303.The orthometric height was determined by differential leveling
 LF0303.and adjusted by the National Geodetic Survey in June 1991..
 LF0303
 LF0303.The geoid height was determined by GEOID03.
 LF0303
 LF0303.The dynamic height is computed by dividing the NAVD 88
 LF0303.geopotential number by the normal gravity value computed on the
 LF0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0303.degrees latitude (g = 980.6199 gals.).
 LF0303
 LF0303.The modeled gravity was interpolated from observed gravity values.
 LF0303
 LF0303;                    North         East    Units  Estimated Accuracy
 LF0303;SPC IA S     -    85,780.      338,170.      MT  (+/- 180 meters Scaled)
 LF0303
 LF0303                          SUPERSEDED SURVEY CONTROL
 LF0303
 LF0303  NGVD 29 (??/??/92)  289.301  (m)          949.15   (f) ADJ UNCH    2 0
 LF0303
 LF0303.Superseded values are not recommended for survey control.
 LF0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0303.See file dsdata.txt to determine how the superseded data were derived.
 LF0303
 LF0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF959145(NAD 83)
 LF0303_MARKER: DB = BENCH MARK DISK
 LF0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0303_STAMPING: D 156 1949
 LF0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0303+STABILITY: SURFACE MOTION
 LF0303
 LF0303  HISTORY     - Date     Condition        Report By
 LF0303  HISTORY     - 1949     MONUMENTED       CGS
 LF0303
 LF0303                          STATION DESCRIPTION
 LF0303
 LF0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0303'2.2 MI SW FROM SHENANDOAH.
 LF0303'0.5 MILE SOUTH ALONG U.S. HIGHWAY 59 FROM ITS INTERSECTION
 LF0303'WITH STATE HIGHWAYS 2 AND 48 AT THE WEST EDGE OF SHENANDOAH,
 LF0303'THENCE 1.7 MILES WEST ALONG A GRAVELED ROAD, AT THE ENTRANCE
 LF0303'TO THE SHENANDOAH MUNICIPAL AIRPORT, 46 FEET EAST OF THE CENTER
 LF0303'LINE OF THE MOST WESTERLY OF TWO DRIVEWAYS WHICH LEAD TO THE
 LF0303'AIRPORT, 100 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 LF0303'ROAD, 165 FEET NORTHEAST OF THE NORTH CORNER OF A HANGAR, 2.0
 LF0303'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LF0303'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0907 ***********************************************************************
 LF0907  DESIGNATION -  D 157
 LF0907  PID         -  LF0907
 LF0907  STATE/COUNTY-  IA/FREMONT
 LF0907  USGS QUAD   -  RANDOLPH (1957)
 LF0907
 LF0907                         *CURRENT SURVEY CONTROL
 LF0907  ___________________________________________________________________
 LF0907* NAD 83(1986)-  40 45 02.     (N)    095 35 37.     (W)     SCALED    
 LF0907* NAVD 88     -       282.978  (meters)     928.40   (feet)  ADJUSTED  
 LF0907  ___________________________________________________________________
 LF0907  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LF0907  DYNAMIC HT  -         282.827 (meters)     927.91  (feet)  COMP
 LF0907  MODELED GRAV-     980,084.6   (mgal)                       NAVD 88
 LF0907
 LF0907  VERT ORDER  -  SECOND    CLASS 0
 LF0907
 LF0907.The horizontal coordinates were scaled from a topographic map and have
 LF0907.an estimated accuracy of +/- 6 seconds.
 LF0907
 LF0907.The orthometric height was determined by differential leveling
 LF0907.and adjusted by the National Geodetic Survey in June 1991..
 LF0907
 LF0907.The geoid height was determined by GEOID03.
 LF0907
 LF0907.The dynamic height is computed by dividing the NAVD 88
 LF0907.geopotential number by the normal gravity value computed on the
 LF0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0907.degrees latitude (g = 980.6199 gals.).
 LF0907
 LF0907.The modeled gravity was interpolated from observed gravity values.
 LF0907
 LF0907;                    North         East    Units  Estimated Accuracy
 LF0907;SPC IA S     -    85,480.      323,210.      MT  (+/- 180 meters Scaled)
 LF0907
 LF0907                          SUPERSEDED SURVEY CONTROL
 LF0907
 LF0907  NGVD 29 (??/??/92)  282.87   (m)          928.0    (f) COMPUTED    2 0
 LF0907
 LF0907.Superseded values are not recommended for survey control.
 LF0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0907.See file dsdata.txt to determine how the superseded data were derived.
 LF0907
 LF0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF810143(NAD 83)
 LF0907_MARKER: DB = BENCH MARK DISK
 LF0907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0907_SP_SET: BRIDGE ABUTMENT
 LF0907_STAMPING: D 157 1949
 LF0907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0907
 LF0907  HISTORY     - Date     Condition        Report By
 LF0907  HISTORY     - 1949     MONUMENTED       CGS
 LF0907
 LF0907                          STATION DESCRIPTION
 LF0907
 LF0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0907'3.1 MI E FROM SIDNEY.
 LF0907'3.1 MILES EAST ALONG STATE HIGHWAY 2 FROM THE COURTHOUSE AT
 LF0907'SIDNEY, SET IN THE TOP OF THE SOUTHEAST ABUTMENT OF A STEEL
 LF0907'BRIDGE OVER THE WEST NISHNABOTNA RIVER, 14.0 FEET SOUTH OF THE
 LF0907'CENTER LINE OF THE BRIDGE, 4.6 FEET LOWER THAN THE HIGHWAY,
 LF0907'1.8 FEET NORTH OF THE SOUTH END OF THE SOUTHEAST BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0908 ***********************************************************************
 LF0908  DESIGNATION -  D 157 RESET
 LF0908  PID         -  LF0908
 LF0908  STATE/COUNTY-  IA/FREMONT
 LF0908  USGS QUAD   -  RANDOLPH (1957)
 LF0908
 LF0908                         *CURRENT SURVEY CONTROL
 LF0908  ___________________________________________________________________
 LF0908* NAD 83(1986)-  40 45 02.     (N)    095 35 38.     (W)     SCALED    
 LF0908* NAVD 88     -       288.68   (meters)     947.1    (feet)  RESET     
 LF0908  ___________________________________________________________________
 LF0908  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LF0908
 LF0908  VERT ORDER  -  THIRD
 LF0908
 LF0908.The horizontal coordinates were scaled from a topographic map and have
 LF0908.an estimated accuracy of +/- 6 seconds.
 LF0908
 LF0908.The orthometric height was computed from unverified reset data.
 LF0908
 LF0908.The geoid height was determined by GEOID03.
 LF0908
 LF0908;                    North         East    Units  Estimated Accuracy
 LF0908;SPC IA S     -    85,480.      323,190.      MT  (+/- 180 meters Scaled)
 LF0908
 LF0908                          SUPERSEDED SURVEY CONTROL
 LF0908
 LF0908.No superseded survey control is available for this station.
 LF0908
 LF0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF810143(NAD 83)
 LF0908_MARKER: DD = SURVEY DISK
 LF0908_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0908_SP_SET: BRIDGE
 LF0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0908
 LF0908  HISTORY     - Date     Condition        Report By
 LF0908  HISTORY     - 1954     MONUMENTED       IAHD
 LF0908  HISTORY     - 1954     GOOD             NGS
 LF0908
 LF0908                          STATION DESCRIPTION
 LF0908
 LF0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LF0908'3.1 MI E FROM SIDNEY.
 LF0908'3.1 MILES EAST ALONG STATE HIGHWAY 2 FROM THE COURTHOUSE AT
 LF0908'SIDNEY, FREMONT COUNTY NEAR THE WEST QUARTER CORNER OF SECTIONS
 LF0908'29, T 69 N, R 41 W, AT A NEW CONINUOUS I-BEAM BRIDGE OVER WEST
 LF0908'NISHNABOTNA RIVER, AND IN THE TOP OF THE NORTH WINGWALL OF THE
 LF0908'EAST ABUTMENT.  AN IOWA HIGHWAY COMMISSION STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0274 ***********************************************************************
 MK0274  DESIGNATION -  D 158
 MK0274  PID         -  MK0274
 MK0274  STATE/COUNTY-  IA/MONONA
 MK0274  USGS QUAD   -  BLENCOE (1970)
 MK0274
 MK0274                         *CURRENT SURVEY CONTROL
 MK0274  ___________________________________________________________________
 MK0274* NAD 83(1986)-  41 56 10.     (N)    096 01 15.     (W)     SCALED    
 MK0274* NAVD 88     -       316.184  (meters)    1037.35   (feet)  ADJUSTED  
 MK0274  ___________________________________________________________________
 MK0274  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 MK0274  DYNAMIC HT  -         316.065 (meters)    1036.96  (feet)  COMP
 MK0274  MODELED GRAV-     980,236.3   (mgal)                       NAVD 88
 MK0274
 MK0274  VERT ORDER  -  SECOND    CLASS 0
 MK0274
 MK0274.The horizontal coordinates were scaled from a topographic map and have
 MK0274.an estimated accuracy of +/- 6 seconds.
 MK0274
 MK0274.The orthometric height was determined by differential leveling
 MK0274.and adjusted by the National Geodetic Survey in June 1991..
 MK0274
 MK0274.The geoid height was determined by GEOID03.
 MK0274
 MK0274.The dynamic height is computed by dividing the NAVD 88
 MK0274.geopotential number by the normal gravity value computed on the
 MK0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0274.degrees latitude (g = 980.6199 gals.).
 MK0274
 MK0274.The modeled gravity was interpolated from observed gravity values.
 MK0274
 MK0274;                    North         East    Units  Estimated Accuracy
 MK0274;SPC IA N     - 1,051,560.    1,290,960.      MT  (+/- 180 meters Scaled)
 MK0274
 MK0274                          SUPERSEDED SURVEY CONTROL
 MK0274
 MK0274  NGVD 29 (??/??/92)  316.037  (m)         1036.86   (f) ADJ UNCH    2 0
 MK0274
 MK0274.Superseded values are not recommended for survey control.
 MK0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0274.See file dsdata.txt to determine how the superseded data were derived.
 MK0274
 MK0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM469469(NAD 83)
 MK0274_MARKER: DB = BENCH MARK DISK
 MK0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0274_STAMPING: D 158 1949
 MK0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0274+STABILITY: SURFACE MOTION
 MK0274
 MK0274  HISTORY     - Date     Condition        Report By
 MK0274  HISTORY     - 1949     MONUMENTED       CGS
 MK0274  HISTORY     - 1981     GOOD             LOCENG
 MK0274
 MK0274                          STATION DESCRIPTION
 MK0274
 MK0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0274'3.8 MI NE FROM BLENCOE.
 MK0274'0.25 MILE EAST ALONG THE MAIN STREET FROM THE CATHOLIC CHURCH
 MK0274'AT BLENCOE, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 MK0274'1.2 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES EAST
 MK0274'ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, 39 FEET NORTH OF
 MK0274'THE CENTER LINE OF A GRAVELED ROAD LEADING WEST, 39 FEET WEST OF
 MK0274'THE CENTER LINE OF THE NORTH AND SOUTH DIRT ROAD, 17 FEET WEST OF
 MK0274'THE WEST END OF A CORRUGATED IRON PIPE CULVERT, 3.5 FEET NORTHWEST
 MK0274'OF A FENCE CORNER, 1.0 FOOT SOUTH OF A WITNESS POST, SET IN THE
 MK0274'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK0274
 MK0274                          STATION RECOVERY (1981)
 MK0274
 MK0274'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MK0274'0.5 MILE NORTH ALONG PAVED COUNTY ROAD K-45 FROM THE INTERSECTION OF
 MK0274'COUNTY ROAD K-45 AND THE MAIN STREET AT BLENCO, THENCE 3.0 MILES EAST
 MK0274'ALONG A GRAVEL ROAD, AT A ROAD INTERSECTION, 39.0 FEET NORTH OF THE
 MK0274'CENTERLINE OF THE GRAVEL ROAD LEADING WEST, 39 FEET WEST OF THE
 MK0274'CENTERLINE OF THE NORTH SOUTH ROAD, 17 FEET WEST OF THE WEST END OF A
 MK0274'CORRUGATED METAL CULVERT, 3.9 FEET NORTH WEST OF A FENCE CORNER, 1.0
 MK0274'FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MK0274'WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0449 ***********************************************************************
 NL0449  DESIGNATION -  D 159
 NL0449  PID         -  NL0449
 NL0449  STATE/COUNTY-  IA/MONONA
 NL0449  USGS QUAD   -  CASTANA (1982)
 NL0449
 NL0449                         *CURRENT SURVEY CONTROL
 NL0449  ___________________________________________________________________
 NL0449* NAD 83(1986)-  42 00 29.     (N)    095 56 18.     (W)     SCALED    
 NL0449* NAVD 88     -       347.329  (meters)    1139.53   (feet)  ADJUSTED  
 NL0449  ___________________________________________________________________
 NL0449  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 NL0449  DYNAMIC HT  -         347.198 (meters)    1139.10  (feet)  COMP
 NL0449  MODELED GRAV-     980,235.2   (mgal)                       NAVD 88
 NL0449
 NL0449  VERT ORDER  -  SECOND    CLASS 0
 NL0449
 NL0449.The horizontal coordinates were scaled from a topographic map and have
 NL0449.an estimated accuracy of +/- 6 seconds.
 NL0449
 NL0449.The orthometric height was determined by differential leveling
 NL0449.and adjusted by the National Geodetic Survey in June 1991..
 NL0449
 NL0449.The geoid height was determined by GEOID03.
 NL0449
 NL0449.The dynamic height is computed by dividing the NAVD 88
 NL0449.geopotential number by the normal gravity value computed on the
 NL0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0449.degrees latitude (g = 980.6199 gals.).
 NL0449
 NL0449.The modeled gravity was interpolated from observed gravity values.
 NL0449
 NL0449;                    North         East    Units  Estimated Accuracy
 NL0449;SPC IA N     - 1,059,350.    1,298,030.      MT  (+/- 180 meters Scaled)
 NL0449
 NL0449                          SUPERSEDED SURVEY CONTROL
 NL0449
 NL0449  NGVD 29 (??/??/92)  347.182  (m)         1139.05   (f) ADJ UNCH    2 0
 NL0449
 NL0449.Superseded values are not recommended for survey control.
 NL0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0449.See file dsdata.txt to determine how the superseded data were derived.
 NL0449
 NL0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG566548(NAD 83)
 NL0449_MARKER: DB = BENCH MARK DISK
 NL0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0449_STAMPING: D 159 1949
 NL0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0449+STABILITY: SURFACE MOTION
 NL0449
 NL0449  HISTORY     - Date     Condition        Report By
 NL0449  HISTORY     - 1949     MONUMENTED       CGS
 NL0449  HISTORY     - 1982     GOOD             LOCENG
 NL0449
 NL0449                          STATION DESCRIPTION
 NL0449
 NL0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0449'1.8 MI SE FROM TURIN.
 NL0449'1.75 MILES SOUTHEAST ALONG IOWA STATE HIGHWAY 37 FROM THE POST
 NL0449'OFFICE AT TURIN, ON THE WEST SLOPE OF A HILL, 58 FEET NORTH
 NL0449'OF THE CENTER LINE OF THE HIGHWAY, 18 FEET EAST OF THE CENTER
 NL0449'LINE OF A FARM ROAD LEADING NORTH INTO A PASTURE, 11.6 FEET
 NL0449'EAST OF THE EAST GATE POST, 1.4 FEET SOUTH OF A WOVEN WIRE
 NL0449'FENCE, IN LINE WITH A ROW OF POWER LINE POLES, 1.2 FEET WEST
 NL0449'OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 NL0449'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NL0449
 NL0449                          STATION RECOVERY (1982)
 NL0449
 NL0449'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 NL0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0543 ***********************************************************************
 OP0543  DESIGNATION -  D 16
 OP0543  PID         -  OP0543
 OP0543  STATE/COUNTY-  IA/SIOUX
 OP0543  USGS QUAD   -  HOSPERS (1964)
 OP0543
 OP0543                         *CURRENT SURVEY CONTROL
 OP0543  ___________________________________________________________________
 OP0543* NAD 83(1986)-  43 01 43.     (N)    095 56 13.     (W)     SCALED    
 OP0543* NAVD 88     -       405.048  (meters)    1328.89   (feet)  ADJUSTED  
 OP0543  ___________________________________________________________________
 OP0543  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 OP0543  DYNAMIC HT  -         404.932 (meters)    1328.51  (feet)  COMP
 OP0543  MODELED GRAV-     980,321.3   (mgal)                       NAVD 88
 OP0543
 OP0543  VERT ORDER  -  SECOND    CLASS 0
 OP0543
 OP0543.The horizontal coordinates were scaled from a topographic map and have
 OP0543.an estimated accuracy of +/- 6 seconds.
 OP0543
 OP0543.The orthometric height was determined by differential leveling
 OP0543.and adjusted by the National Geodetic Survey in June 1991..
 OP0543
 OP0543.The geoid height was determined by GEOID03.
 OP0543
 OP0543.The dynamic height is computed by dividing the NAVD 88
 OP0543.geopotential number by the normal gravity value computed on the
 OP0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0543.degrees latitude (g = 980.6199 gals.).
 OP0543
 OP0543.The modeled gravity was interpolated from observed gravity values.
 OP0543
 OP0543;                    North         East    Units  Estimated Accuracy
 OP0543;SPC IA N     - 1,172,660.    1,301,420.      MT  (+/- 180 meters Scaled)
 OP0543
 OP0543                          SUPERSEDED SURVEY CONTROL
 OP0543
 OP0543  NGVD 29 (??/??/92)  404.858  (m)         1328.27   (f) ADJ UNCH    2 0
 OP0543
 OP0543.Superseded values are not recommended for survey control.
 OP0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0543.See file dsdata.txt to determine how the superseded data were derived.
 OP0543
 OP0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH607681(NAD 83)
 OP0543_MARKER: DB = BENCH MARK DISK
 OP0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0543_STAMPING: D 16 1934
 OP0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0543+STABILITY: SURFACE MOTION
 OP0543
 OP0543  HISTORY     - Date     Condition        Report By
 OP0543  HISTORY     - 1934     MONUMENTED       CGS
 OP0543
 OP0543                          STATION DESCRIPTION
 OP0543
 OP0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0543'4.6 MI NE FROM ALTON.
 OP0543'4.6 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 OP0543'RAILWAY FROM THE STATION AT ALTON, SIOUX COUNTY, 47 FEET SOUTHEAST OF
 OP0543'THE SOUTHEAST RAIL, AND 2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE. A
 OP0543'STANDARD DISK, STAMPED D 16 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0543'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0993 ***********************************************************************
 MJ0993  DESIGNATION -  D 160
 MJ0993  PID         -  MJ0993
 MJ0993  STATE/COUNTY-  IA/MONONA
 MJ0993  USGS QUAD   -  MOORHEAD NW (1971)
 MJ0993
 MJ0993                         *CURRENT SURVEY CONTROL
 MJ0993  ___________________________________________________________________
 MJ0993* NAD 83(1986)-  41 52 41.     (N)    095 55 39.     (W)     SCALED    
 MJ0993* NAVD 88     -       351.482  (meters)    1153.15   (feet)  ADJUSTED  
 MJ0993  ___________________________________________________________________
 MJ0993  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 MJ0993  DYNAMIC HT  -         351.344 (meters)    1152.70  (feet)  COMP
 MJ0993  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 MJ0993
 MJ0993  VERT ORDER  -  SECOND    CLASS 0
 MJ0993
 MJ0993.The horizontal coordinates were scaled from a topographic map and have
 MJ0993.an estimated accuracy of +/- 6 seconds.
 MJ0993
 MJ0993.The orthometric height was determined by differential leveling
 MJ0993.and adjusted by the National Geodetic Survey in June 1991..
 MJ0993
 MJ0993.The geoid height was determined by GEOID03.
 MJ0993
 MJ0993.The dynamic height is computed by dividing the NAVD 88
 MJ0993.geopotential number by the normal gravity value computed on the
 MJ0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0993.degrees latitude (g = 980.6199 gals.).
 MJ0993
 MJ0993.The modeled gravity was interpolated from observed gravity values.
 MJ0993
 MJ0993;                    North         East    Units  Estimated Accuracy
 MJ0993;SPC IA N     - 1,044,890.    1,298,520.      MT  (+/- 180 meters Scaled)
 MJ0993
 MJ0993                          SUPERSEDED SURVEY CONTROL
 MJ0993
 MJ0993  NGVD 29 (??/??/92)  351.334  (m)         1152.67   (f) ADJ UNCH    2 0
 MJ0993
 MJ0993.Superseded values are not recommended for survey control.
 MJ0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0993.See file dsdata.txt to determine how the superseded data were derived.
 MJ0993
 MJ0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG570403(NAD 83)
 MJ0993_MARKER: DB = BENCH MARK DISK
 MJ0993_SETTING: 0 = UNSPECIFIED SETTING
 MJ0993_STAMPING: D 160 1949
 MJ0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0993
 MJ0993  HISTORY     - Date     Condition        Report By
 MJ0993  HISTORY     - 1949     MONUMENTED       CGS
 MJ0993  HISTORY     - 1981     GOOD             LOCENG
 MJ0993
 MJ0993                          STATION DESCRIPTION
 MJ0993
 MJ0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0993'4.6 MI NW FROM PISGAH.
 MJ0993'2.5 MILES NORTH ALONG IOWA STATE HIGHWAY 183 FROM THE CHICAGO
 MJ0993'AND NORTH WESTERN RAILWAY STATION AT PISGAH, THENCE 0.7 MILE
 MJ0993'WEST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE NORTH ALONG A
 MJ0993'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG A WINDING GRADED
 MJ0993'DIRT ROAD, AT THE SOUTH END OF A FLOODWALL, WHICH IS IN THE
 MJ0993'MIDDLE OF A FILL AT THE HEAD OF A DEEP RAVINE, 200 FEET NORTH
 MJ0993'OF THE CENTER LINE OF THE DIRT ROAD, 5 FEET NORTH OF THE SOUTH
 MJ0993'END OF THE FLOODWALL, 4.2 FEET WEST OF A REFERENCE POST.
 MJ0993'NOTE-- THIS BENCH MARK IS 0.15 MILE NORTHWEST OF THE MCUE
 MJ0993'SCHOOLHOUSE, AND 0.9 MILE NORTHWEST OF BENCH MARK E 160.
 MJ0993
 MJ0993                          STATION RECOVERY (1981)
 MJ0993
 MJ0993'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MJ0993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0455 ***********************************************************************
 NL0455  DESIGNATION -  D 161
 NL0455  PID         -  NL0455
 NL0455  STATE/COUNTY-  IA/MONONA
 NL0455  USGS QUAD   -  CASTANA (1982)
 NL0455
 NL0455                         *CURRENT SURVEY CONTROL
 NL0455  ___________________________________________________________________
 NL0455* NAD 83(1986)-  42 06 58.     (N)    095 56 53.     (W)     SCALED    
 NL0455* NAVD 88     -       404.696  (meters)    1327.74   (feet)  ADJUSTED  
 NL0455  ___________________________________________________________________
 NL0455  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 NL0455  DYNAMIC HT  -         404.546 (meters)    1327.25  (feet)  COMP
 NL0455  MODELED GRAV-     980,239.5   (mgal)                       NAVD 88
 NL0455
 NL0455  VERT ORDER  -  SECOND    CLASS 0
 NL0455
 NL0455.The horizontal coordinates were scaled from a topographic map and have
 NL0455.an estimated accuracy of +/- 6 seconds.
 NL0455
 NL0455.The orthometric height was determined by differential leveling
 NL0455.and adjusted by the National Geodetic Survey in June 1991..
 NL0455
 NL0455.The geoid height was determined by GEOID03.
 NL0455
 NL0455.The dynamic height is computed by dividing the NAVD 88
 NL0455.geopotential number by the normal gravity value computed on the
 NL0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0455.degrees latitude (g = 980.6199 gals.).
 NL0455
 NL0455.The modeled gravity was interpolated from observed gravity values.
 NL0455
 NL0455;                    North         East    Units  Estimated Accuracy
 NL0455;SPC IA N     - 1,071,370.    1,297,580.      MT  (+/- 180 meters Scaled)
 NL0455
 NL0455                          SUPERSEDED SURVEY CONTROL
 NL0455
 NL0455  NGVD 29 (??/??/92)  404.550  (m)         1327.26   (f) ADJ UNCH    2 0
 NL0455
 NL0455.Superseded values are not recommended for survey control.
 NL0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0455.See file dsdata.txt to determine how the superseded data were derived.
 NL0455
 NL0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG562668(NAD 83)
 NL0455_MARKER: DB = BENCH MARK DISK
 NL0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0455_STAMPING: D 161 1949
 NL0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0455+STABILITY: SURFACE MOTION
 NL0455
 NL0455  HISTORY     - Date     Condition        Report By
 NL0455  HISTORY     - 1949     MONUMENTED       CGS
 NL0455
 NL0455                          STATION DESCRIPTION
 NL0455
 NL0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0455'6 MI NW FROM CASTANA.
 NL0455'0.2 MILE NORTH ALONG IOWA STATE HIGHWAY 175 FROM THE CHICAGO
 NL0455'AND NORTH WESTERN RAILWAY STATION AT CASTANA, THENCE 0.65 MILE
 NL0455'WEST ALONG A GRAVELED ROAD, THENCE 1.8 MILES NORTH ALONG A
 NL0455'WINDING GRADED DIRT ROAD, THENCE 3.4 MILES NORTHWEST ALONG A
 NL0455'WINDING GRADED DIRT ROAD, ON THE CREST OF A LONG HILL, AND AT
 NL0455'THE SOUTHEAST EDGE OF A WOODEN AREA, 19 FEET NORTHWEST OF A
 NL0455'POWER LINE POLE, 18 FEET NORTHEAST OF THE CENTER LINE OF THE
 NL0455'ROAD, ABOUT 6.0 FEET HIGHER THAN THE ROAD, 1.2 FEET SOUTHWEST
 NL0455'OF A FENCE LINE, 2.0 FEET NORTHWEST OF A REFERENCE POST, AND
 NL0455'SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.6 FOOT
 NL0455'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0022 ***********************************************************************
 MJ0022  DESIGNATION -  D 162
 MJ0022  PID         -  MJ0022
 MJ0022  STATE/COUNTY-  IA/DALLAS
 MJ0022  USGS QUAD   -  REDFIELD (1982)
 MJ0022
 MJ0022                         *CURRENT SURVEY CONTROL
 MJ0022  ___________________________________________________________________
 MJ0022* NAD 83(1986)-  41 30 39.     (N)    094 12 48.     (W)     SCALED    
 MJ0022* NAVD 88     -       347.148  (meters)    1138.93   (feet)  ADJUSTED  
 MJ0022  ___________________________________________________________________
 MJ0022  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 MJ0022  DYNAMIC HT  -         346.998 (meters)    1138.44  (feet)  COMP
 MJ0022  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 MJ0022
 MJ0022  VERT ORDER  -  FIRST     CLASS II
 MJ0022
 MJ0022.The horizontal coordinates were scaled from a topographic map and have
 MJ0022.an estimated accuracy of +/- 6 seconds.
 MJ0022
 MJ0022.The orthometric height was determined by differential leveling
 MJ0022.and adjusted by the National Geodetic Survey in June 1991..
 MJ0022
 MJ0022.The geoid height was determined by GEOID03.
 MJ0022
 MJ0022.The dynamic height is computed by dividing the NAVD 88
 MJ0022.geopotential number by the normal gravity value computed on the
 MJ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0022.degrees latitude (g = 980.6199 gals.).
 MJ0022
 MJ0022.The modeled gravity was interpolated from observed gravity values.
 MJ0022
 MJ0022;                    North         East    Units  Estimated Accuracy
 MJ0022;SPC IA S     -   168,020.      440,450.      MT  (+/- 180 meters Scaled)
 MJ0022
 MJ0022                          SUPERSEDED SURVEY CONTROL
 MJ0022
 MJ0022  NGVD 29 (??/??/92)  347.087  (m)         1138.73   (f) ADJ UNCH    1 2
 MJ0022
 MJ0022.Superseded values are not recommended for survey control.
 MJ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0022.See file dsdata.txt to determine how the superseded data were derived.
 MJ0022
 MJ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF987961(NAD 83)
 MJ0022_MARKER: DB = BENCH MARK DISK
 MJ0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0022_STAMPING: D 162 1950
 MJ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0022+STABILITY: SURFACE MOTION
 MJ0022
 MJ0022  HISTORY     - Date     Condition        Report By
 MJ0022  HISTORY     - 1950     MONUMENTED       CGS
 MJ0022  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0022
 MJ0022                          STATION DESCRIPTION
 MJ0022
 MJ0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0022'0.8 MI SE FROM DEXTER.
 MJ0022'0.8 MILE SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0022'RAILROAD FROM THE STATION AT DEXTER, AT A ROAD CROSSING, 127 FEET
 MJ0022'NORTH OF THE NORTH SIDE OF A 2 STORY FARMHOUSE, 68 FEET SOUTH
 MJ0022'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 47 FEET SOUTHWEST OF
 MJ0022'THE SOUTHWEST RAIL, 26 FEET SOUTHEAST OF THE CENTER LINE OF A
 MJ0022'PRIVATE ROAD, 1.1 FEET NORTHEAST OF A FENCE, 2.5 FEET SOUTHEAST
 MJ0022'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MJ0022'0.3 FOOT ABOVE THE GROUND.
 MJ0022
 MJ0022                          STATION RECOVERY (1980)
 MJ0022
 MJ0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0022'THERE IS LANDSCAPING OF YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1459 ***********************************************************************
 MJ1459  DESIGNATION -  D 163 RESET
 MJ1459  PID         -  MJ1459
 MJ1459  STATE/COUNTY-  IA/ADAIR
 MJ1459  USGS QUAD   -  ADAIR SOUTH (1971)
 MJ1459
 MJ1459                         *CURRENT SURVEY CONTROL
 MJ1459  ___________________________________________________________________
 MJ1459* NAD 83(1986)-  41 29 15.     (N)    094 39 50.     (W)     SCALED    
 MJ1459* NAVD 88     -       406.56   (meters)    1333.9    (feet)  RESET     
 MJ1459  ___________________________________________________________________
 MJ1459  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 MJ1459
 MJ1459  VERT ORDER  -  THIRD
 MJ1459
 MJ1459.The horizontal coordinates were scaled from a topographic map and have
 MJ1459.an estimated accuracy of +/- 6 seconds.
 MJ1459
 MJ1459.The orthometric height was computed from unverified reset data.
 MJ1459
 MJ1459.The geoid height was determined by GEOID03.
 MJ1459
 MJ1459;                    North         East    Units  Estimated Accuracy
 MJ1459;SPC IA S     -   165,840.      402,810.      MT  (+/- 180 meters Scaled)
 MJ1459
 MJ1459                          SUPERSEDED SURVEY CONTROL
 MJ1459
 MJ1459  NGVD 29 (05/12/04)  406.51   (m)         1333.7    (f) RESET       3  
 MJ1459
 MJ1459.Superseded values are not recommended for survey control.
 MJ1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1459.See file dsdata.txt to determine how the superseded data were derived.
 MJ1459
 MJ1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF610942(NAD 83)
 MJ1459_MARKER: DB = BENCH MARK DISK
 MJ1459_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MJ1459_SP_SET: HEADWALL
 MJ1459_STAMPING: D 163 RESET 1986
 MJ1459_MARK LOGO: NGS   
 MJ1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1459+STABILITY: SURFACE MOTION
 MJ1459
 MJ1459  HISTORY     - Date     Condition        Report By
 MJ1459  HISTORY     - 1986     MONUMENTED       NGS
 MJ1459
 MJ1459                          STATION DESCRIPTION
 MJ1459
 MJ1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MJ1459'2.6 KM (1.60 MI) SW FROM ADAIR.
 MJ1459'1.93 KM (1.20 MI) WEST AND SOUTH ALONG BROAD STREET AND ADAIR COUNTY
 MJ1459'ROAD G 30, FROM ITS INTERSECTION WITH FIFTH STREET, IN ADAIR, TO AN
 MJ1459'OVERPASS BRIDGE OVER INTERSTATE HIGHWAY 80.  CONTINUE SOUTH AND WEST
 MJ1459'ON ROAD G 30 FOR 0.64 KM (0.40 MI) TO THE MARK ON THE LEFT, IN THE
 MJ1459'APPROXIMATE CENTER OF THE SOUTH HEADWALL OF A 12 BY 10 FOOT,
 MJ1459'RE-INFORCED CONCRETE BOX CULVERT.
 MJ1459'THE MARK IS 0.9 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0045 ***********************************************************************
 MG0045  DESIGNATION -  D 164
 MG0045  PID         -  MG0045
 MG0045  STATE/COUNTY-  IA/CLINTON
 MG0045  USGS QUAD   -  CAMANCHE (1991)
 MG0045
 MG0045                         *CURRENT SURVEY CONTROL
 MG0045  ___________________________________________________________________
 MG0045* NAD 83(1986)-  41 49 05.     (N)    090 19 49.     (W)     SCALED    
 MG0045* NAVD 88     -       210.36   (+/-2cm)     690.2    (feet)  VERTCON   
 MG0045  ___________________________________________________________________
 MG0045  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MG0045
 MG0045  VERT ORDER  -  THIRD (See Below)
 MG0045
 MG0045.This mark is at Clinton Municipal Airport (CWI)
 MG0045
 MG0045.The horizontal coordinates were scaled from a topographic map and have
 MG0045.an estimated accuracy of +/- 6 seconds.
 MG0045
 MG0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0045.The vertical order pertains to the NGVD 29 superseded value.
 MG0045
 MG0045.The geoid height was determined by GEOID03.
 MG0045
 MG0045;                    North         East    Units  Estimated Accuracy
 MG0045;SPC IA S     -   206,700.      763,300.      MT  (+/- 180 meters Scaled)
 MG0045
 MG0045                          SUPERSEDED SURVEY CONTROL
 MG0045
 MG0045  NGVD 29 (??/??/??)  210.38   (m)          690.2    (f) RESET       3  
 MG0045
 MG0045.Superseded values are not recommended for survey control.
 MG0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0045.See file dsdata.txt to determine how the superseded data were derived.
 MG0045
 MG0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG217330(NAD 83)
 MG0045_MARKER: DB = BENCH MARK DISK
 MG0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0045_SP_SET: BUILDING
 MG0045_STAMPING: D 164 1952
 MG0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0045+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1998
 MG0045
 MG0045  HISTORY     - Date     Condition        Report By
 MG0045  HISTORY     - 1952     MONUMENTED       CGS
 MG0045  HISTORY     - 1963     GOOD             NGS
 MG0045  HISTORY     - 1968     GOOD             NGS
 MG0045  HISTORY     - 19941114 GOOD             USPSQD
 MG0045  HISTORY     - 19981201 GOOD             NGS
 MG0045  HISTORY     - 20010331 GOOD             NGS
 MG0045
 MG0045                          STATION DESCRIPTION
 MG0045
 MG0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MG0045'8.4 MI E FROM CLINTON.
 MG0045'7.7 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 MG0045'CLINTON, IOWA, THENCE 0.7 MILES NORTH ALONG STATE HIGHWAY 391
 MG0045'AT THE CLINTON MUNICIPAL AIRPORT, SET VERTICALLY IN THE NORTH
 MG0045'WALL OF THE ADMINISTRATION BUILDING, 47.2 FEET EAST OF THE
 MG0045'NORTHWEST CORNER, 25.3 FEET WEST OF THE NORTH ENTRANCE TO PASSENGER
 MG0045'WAITING ROOM, 2.3 FEET EAST OF FENCE ENCLOSING PASSENGER AREA
 MG0045'AND 1.8 FEET ABOVE THE GROUND.  A STANDARD DISK STAMPED D 164
 MG0045'1952.
 MG0045
 MG0045                          STATION RECOVERY (1968)
 MG0045
 MG0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MG0045'RECOVERED IN GOOD CONDITION.
 MG0045
 MG0045                          STATION RECOVERY (1994)
 MG0045
 MG0045'RECOVERY NOTE BY US POWER SQUADRON 1994
 MG0045'RECOVERED IN GOOD CONDITION.
 MG0045
 MG0045                          STATION RECOVERY (1998)
 MG0045
 MG0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 MG0045'RECOVERED IN GOOD CONDITION.
 MG0045
 MG0045                          STATION RECOVERY (2001)
 MG0045
 MG0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MG0045'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0128 ***********************************************************************
 OQ0128  DESIGNATION -  D 17
 OQ0128  PID         -  OQ0128
 OQ0128  STATE/COUNTY-  IA/SIOUX
 OQ0128  USGS QUAD   -  BOYDEN (1964)
 OQ0128
 OQ0128                         *CURRENT SURVEY CONTROL
 OQ0128  ___________________________________________________________________
 OQ0128* NAD 83(1986)-  43 11 25.     (N)    096 01 20.     (W)     SCALED    
 OQ0128* NAVD 88     -       430.556  (meters)    1412.58   (feet)  ADJUSTED  
 OQ0128  ___________________________________________________________________
 OQ0128  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 OQ0128  DYNAMIC HT  -         430.435 (meters)    1412.19  (feet)  COMP
 OQ0128  MODELED GRAV-     980,325.9   (mgal)                       NAVD 88
 OQ0128
 OQ0128  VERT ORDER  -  SECOND    CLASS 0
 OQ0128
 OQ0128.The horizontal coordinates were scaled from a topographic map and have
 OQ0128.an estimated accuracy of +/- 6 seconds.
 OQ0128
 OQ0128.The orthometric height was determined by differential leveling
 OQ0128.and adjusted by the National Geodetic Survey in June 1991..
 OQ0128
 OQ0128.The geoid height was determined by GEOID03.
 OQ0128
 OQ0128.The dynamic height is computed by dividing the NAVD 88
 OQ0128.geopotential number by the normal gravity value computed on the
 OQ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0128.degrees latitude (g = 980.6199 gals.).
 OQ0128
 OQ0128.The modeled gravity was interpolated from observed gravity values.
 OQ0128
 OQ0128;                    North         East    Units  Estimated Accuracy
 OQ0128;SPC IA N     - 1,190,810.    1,295,000.      MT  (+/- 180 meters Scaled)
 OQ0128
 OQ0128                          SUPERSEDED SURVEY CONTROL
 OQ0128
 OQ0128  NGVD 29 (??/??/92)  430.356  (m)         1411.93   (f) ADJ UNCH    2 0
 OQ0128
 OQ0128.Superseded values are not recommended for survey control.
 OQ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0128.See file dsdata.txt to determine how the superseded data were derived.
 OQ0128
 OQ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN419862(NAD 83)
 OQ0128_MARKER: DB = BENCH MARK DISK
 OQ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0128_STAMPING: D 17 1934
 OQ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0128+STABILITY: SURFACE MOTION
 OQ0128
 OQ0128  HISTORY     - Date     Condition        Report By
 OQ0128  HISTORY     - 1934     MONUMENTED       CGS
 OQ0128  HISTORY     - 1973     MARK NOT FOUND   IAHD
 OQ0128
 OQ0128                          STATION DESCRIPTION
 OQ0128
 OQ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0128'0.7 MI W FROM BOYDEN.
 OQ0128'0.7 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0128'RAILROAD FROM THE STATION AT BOYDEN, 220 YARDS WEST OF A
 OQ0128'SECTION-ROAD CROSSING, 45.3 FEET SOUTH OF THE SOUTH RAIL, AND 1.5
 OQ0128'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 OQ0128'D 17 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OQ0128'INCHES ABOVE GROUND.
 OQ0128
 OQ0128                          STATION RECOVERY (1973)
 OQ0128
 OQ0128'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1973
 OQ0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0105 ***********************************************************************
 NJ0105  DESIGNATION -  D 175
 NJ0105  PID         -  NJ0105
 NJ0105  STATE/COUNTY-  IA/JACKSON
 NJ0105  USGS QUAD   -  SAVANNA (1990)
 NJ0105
 NJ0105                         *CURRENT SURVEY CONTROL
 NJ0105  ___________________________________________________________________
 NJ0105* NAD 83(1986)-  42 07 01.     (N)    090 14 02.     (W)     SCALED    
 NJ0105* NAVD 88     -       194.557  (meters)     638.31   (feet)  ADJUSTED  
 NJ0105  ___________________________________________________________________
 NJ0105  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NJ0105  DYNAMIC HT  -         194.491 (meters)     638.09  (feet)  COMP
 NJ0105  MODELED GRAV-     980,276.8   (mgal)                       NAVD 88
 NJ0105
 NJ0105  VERT ORDER  -  FIRST     CLASS I
 NJ0105
 NJ0105.The horizontal coordinates were scaled from a topographic map and have
 NJ0105.an estimated accuracy of +/- 6 seconds.
 NJ0105
 NJ0105.The orthometric height was determined by differential leveling
 NJ0105.and adjusted by the National Geodetic Survey in June 1991..
 NJ0105
 NJ0105.The geoid height was determined by GEOID03.
 NJ0105
 NJ0105.The dynamic height is computed by dividing the NAVD 88
 NJ0105.geopotential number by the normal gravity value computed on the
 NJ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0105.degrees latitude (g = 980.6199 gals.).
 NJ0105
 NJ0105.The modeled gravity was interpolated from observed gravity values.
 NJ0105
 NJ0105;                    North         East    Units  Estimated Accuracy
 NJ0105;SPC IA N     - 1,073,750.    1,770,030.      MT  (+/- 180 meters Scaled)
 NJ0105
 NJ0105                          SUPERSEDED SURVEY CONTROL
 NJ0105
 NJ0105  NGVD 29 (??/??/92)  194.587  (m)          638.41   (f) ADJ UNCH    1 1
 NJ0105
 NJ0105.Superseded values are not recommended for survey control.
 NJ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0105.See file dsdata.txt to determine how the superseded data were derived.
 NJ0105
 NJ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG286664(NAD 83)
 NJ0105_MARKER: DB = BENCH MARK DISK
 NJ0105_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0105_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0105_STAMPING: D 175 1970
 NJ0105_MARK LOGO: CGS   
 NJ0105_MAGNETIC: P = MARKER IS A STEEL PIPE
 NJ0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0105+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1998
 NJ0105
 NJ0105  HISTORY     - Date     Condition        Report By
 NJ0105  HISTORY     - 1970     MONUMENTED       NGS
 NJ0105  HISTORY     - 1988     GOOD             USPSQD
 NJ0105  HISTORY     - 19940902 GOOD             USPSQD
 NJ0105  HISTORY     - 19980106 GOOD             NGS
 NJ0105  HISTORY     - 20010331 GOOD             NGS
 NJ0105
 NJ0105                          STATION DESCRIPTION
 NJ0105
 NJ0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0105'5.6 MI NW FROM SABULA.
 NJ0105'ABOUT 5.6 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0105'MUNICIPAL BUILDING AT SABULA, 70 FEET NORTHEAST OF THE CENTER
 NJ0105'LINE OF THE HIGHWAY, 11 FEET SOUTHEAST OF THE CENTER OF A WOODEN
 NJ0105'GATE, 1.4 FEET SOUTHWEST OF A FENCE, 2.5 FEET NORTHWEST OF A
 NJ0105'METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY,
 NJ0105'AND BLAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 2 INCHES.
 NJ0105'SECTION 2, T84N, R6E.
 NJ0105
 NJ0105                          STATION RECOVERY (1988)
 NJ0105
 NJ0105'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0105'RECOVERED IN GOOD CONDITION.
 NJ0105
 NJ0105                          STATION RECOVERY (1994)
 NJ0105
 NJ0105'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0105'RECOVERED IN GOOD CONDITION.
 NJ0105
 NJ0105                          STATION RECOVERY (1998)
 NJ0105
 NJ0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 NJ0105'1.6 KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 NJ0105'IN SABULA, THENCE 7.3 KM (4.55 MI) NORTHERLY ALONG U.S.  HIGHWAY 152,
 NJ0105'21.3 M (69.9 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 11.0 M (36.1 FT)
 NJ0105'EAST OF A UTILITY POLE WITH A GUY CABLE, 5.1 M (16.7 FT) NORTHWEST OF
 NJ0105'AN UNDERGROUND CABLE JUNCTION BOX, 3.3 M (10.8 FT) SOUTHEAST OF THE
 NJ0105'CENTER OF A FIELD ENTRANCE AND GATE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 NJ0105'THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 NJ0105'NOTE--THE DISK IS AFFIXED TO A 3-INCH METAL PIPE THAT PROJECTS 0.01 M
 NJ0105'(0.03 FT) ABOVE THE GROUND SURFACE.
 NJ0105
 NJ0105                          STATION RECOVERY (2001)
 NJ0105
 NJ0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0105'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0263 ***********************************************************************
 NJ0263  DESIGNATION -  D 176
 NJ0263  PID         -  NJ0263
 NJ0263  STATE/COUNTY-  IA/JACKSON
 NJ0263  USGS QUAD   -  LA MOTTE (1972)
 NJ0263
 NJ0263                         *CURRENT SURVEY CONTROL
 NJ0263  ___________________________________________________________________
 NJ0263* NAD 83(1986)-  42 20 36.     (N)    090 30 50.     (W)     SCALED    
 NJ0263* NAVD 88     -       270.201  (meters)     886.48   (feet)  ADJUSTED  
 NJ0263  ___________________________________________________________________
 NJ0263  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 NJ0263  DYNAMIC HT  -         270.113 (meters)     886.20  (feet)  COMP
 NJ0263  MODELED GRAV-     980,287.5   (mgal)                       NAVD 88
 NJ0263
 NJ0263  VERT ORDER  -  FIRST     CLASS I
 NJ0263
 NJ0263.The horizontal coordinates were scaled from a topographic map and have
 NJ0263.an estimated accuracy of +/- 6 seconds.
 NJ0263
 NJ0263.The orthometric height was determined by differential leveling
 NJ0263.and adjusted by the National Geodetic Survey in June 1991..
 NJ0263
 NJ0263.The geoid height was determined by GEOID03.
 NJ0263
 NJ0263.The dynamic height is computed by dividing the NAVD 88
 NJ0263.geopotential number by the normal gravity value computed on the
 NJ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0263.degrees latitude (g = 980.6199 gals.).
 NJ0263
 NJ0263.The modeled gravity was interpolated from observed gravity values.
 NJ0263
 NJ0263;                    North         East    Units  Estimated Accuracy
 NJ0263;SPC IA N     - 1,098,020.    1,746,010.      MT  (+/- 180 meters Scaled)
 NJ0263
 NJ0263                          SUPERSEDED SURVEY CONTROL
 NJ0263
 NJ0263  NGVD 29 (??/??/92)  270.241  (m)          886.62   (f) ADJ UNCH    1 1
 NJ0263
 NJ0263.Superseded values are not recommended for survey control.
 NJ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0263.See file dsdata.txt to determine how the superseded data were derived.
 NJ0263
 NJ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG047908(NAD 83)
 NJ0263_MARKER: DB = BENCH MARK DISK
 NJ0263_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0263_SP_SET: BEDROCK
 NJ0263_STAMPING: D 176 1970
 NJ0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0263+STABILITY: POSITION/ELEVATION WELL
 NJ0263
 NJ0263  HISTORY     - Date     Condition        Report By
 NJ0263  HISTORY     - 1970     MONUMENTED       NGS
 NJ0263  HISTORY     - 19940917 GOOD             USPSQD
 NJ0263  HISTORY     - 20010331 GOOD             NGS
 NJ0263
 NJ0263                          STATION DESCRIPTION
 NJ0263
 NJ0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0263'8.4 MI NW FROM BELLEVUE.
 NJ0263'ABOUT 8.4 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0263'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, AT
 NJ0263'THE ENTRANCE TO AN OLD ROCK QUARRY, 79 FEET NORTHEAST OF THE
 NJ0263'CENTER LINE OF THE HIGHWAY, 35 FEET NORTHEAST OF A CABLE WHICH
 NJ0263'IS ACROSS THE ENTRANCE TO THE ROCK QUARRY, 17 FEET SOUTHEAST
 NJ0263'OF THE CENTER OF THE ENTRANCE, SET IN THE TOP OF SOLID BEDROCK,
 NJ0263'AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 17, T 87N, R 4E.
 NJ0263
 NJ0263                          STATION RECOVERY (1994)
 NJ0263
 NJ0263'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0263'RECOVERED IN GOOD CONDITION.
 NJ0263
 NJ0263                          STATION RECOVERY (2001)
 NJ0263
 NJ0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0263'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0344 ***********************************************************************
 NJ0344  DESIGNATION -  D 177
 NJ0344  PID         -  NJ0344
 NJ0344  STATE/COUNTY-  IA/DUBUQUE
 NJ0344  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0344
 NJ0344                         *CURRENT SURVEY CONTROL
 NJ0344  ___________________________________________________________________
 NJ0344* NAD 83(1986)-  42 31 26.     (N)    090 40 45.     (W)     SCALED    
 NJ0344* NAVD 88     -       190.389  (meters)     624.63   (feet)  ADJUSTED  
 NJ0344  ___________________________________________________________________
 NJ0344  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 NJ0344  DYNAMIC HT  -         190.331 (meters)     624.44  (feet)  COMP
 NJ0344  MODELED GRAV-     980,316.3   (mgal)                       NAVD 88
 NJ0344
 NJ0344  VERT ORDER  -  FIRST     CLASS I
 NJ0344
 NJ0344.The horizontal coordinates were scaled from a topographic map and have
 NJ0344.an estimated accuracy of +/- 6 seconds.
 NJ0344
 NJ0344.The orthometric height was determined by differential leveling
 NJ0344.and adjusted by the National Geodetic Survey in June 1991..
 NJ0344
 NJ0344.The geoid height was determined by GEOID03.
 NJ0344
 NJ0344.The dynamic height is computed by dividing the NAVD 88
 NJ0344.geopotential number by the normal gravity value computed on the
 NJ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0344.degrees latitude (g = 980.6199 gals.).
 NJ0344
 NJ0344.The modeled gravity was interpolated from observed gravity values.
 NJ0344
 NJ0344;                    North         East    Units  Estimated Accuracy
 NJ0344;SPC IA N     - 1,117,600.    1,731,730.      MT  (+/- 180 meters Scaled)
 NJ0344
 NJ0344                          SUPERSEDED SURVEY CONTROL
 NJ0344
 NJ0344  NGVD 29 (??/??/92)  190.432  (m)          624.78   (f) ADJ UNCH    1 1
 NJ0344
 NJ0344.Superseded values are not recommended for survey control.
 NJ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0344.See file dsdata.txt to determine how the superseded data were derived.
 NJ0344
 NJ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH906105(NAD 83)
 NJ0344_MARKER: DB = BENCH MARK DISK
 NJ0344_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0344_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0344_STAMPING: D 177 1970
 NJ0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0344
 NJ0344  HISTORY     - Date     Condition        Report By
 NJ0344  HISTORY     - 1970     MONUMENTED       NGS
 NJ0344  HISTORY     - 20030727 POOR             USPSQD
 NJ0344
 NJ0344                          STATION DESCRIPTION
 NJ0344
 NJ0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0344'2.1 MI NW FROM DUBUQUE.
 NJ0344'ABOUT 0.55 MILE NORTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0344'AT DUBUQUE, THENCE 0.15 MILE EAST ALONG 15TH STREET, THENCE 1.4
 NJ0344'MILES NORTHWEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3 WHICH IS
 NJ0344'CENTRAL AVENUE, 183.5 FEET NORTHWEST OF THE CENTER LINE OF E. 29TH
 NJ0344'STREET, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 56.5
 NJ0344'FEET NORTHWEST OF THE NORTH CORNER OF A SCHOOL BUILDING, 105.5
 NJ0344'FEET SOUTHEAST OF THE EAST CORNER OF A CHURCH BUILDING, 7.2 FEET
 NJ0344'SOUTHEAST OF A 14-INCH LOCUST TREE, 1.0 FOOT NORTHWEST OF A HEDGE,
 NJ0344'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND BRAZED ON
 NJ0344'THE TOP OF A 3-INCH IRON PIPE PROJECTING 2 INCHES.  SECTION 13,
 NJ0344'T89N, R2E
 NJ0344
 NJ0344                          STATION RECOVERY (2003)
 NJ0344
 NJ0344'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0344'RECOVERED IN POOR CONDITION.  ADD-- THE STATION IS 5.0 FEET NORTHWEST
 NJ0344'OF A METAL FLAG POLE.  NOTE-- THE METAL TOP OF THE MONUMENT IS MOSTLY
 NJ0344'TORN AWAY PROBABLY BY A MOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0371 ***********************************************************************
 NJ0371  DESIGNATION -  D 178
 NJ0371  PID         -  NJ0371
 NJ0371  STATE/COUNTY-  IA/DUBUQUE
 NJ0371  USGS QUAD   -  HOLY CROSS (1957)
 NJ0371
 NJ0371                         *CURRENT SURVEY CONTROL
 NJ0371  ___________________________________________________________________
 NJ0371* NAD 83(1986)-  42 35 08.     (N)    090 57 09.     (W)     SCALED    
 NJ0371* NAVD 88     -       362.998  (meters)    1190.94   (feet)  ADJUSTED  
 NJ0371  ___________________________________________________________________
 NJ0371  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 NJ0371  DYNAMIC HT  -         362.881 (meters)    1190.55  (feet)  COMP
 NJ0371  MODELED GRAV-     980,291.1   (mgal)                       NAVD 88
 NJ0371
 NJ0371  VERT ORDER  -  FIRST     CLASS I
 NJ0371
 NJ0371.The horizontal coordinates were scaled from a topographic map and have
 NJ0371.an estimated accuracy of +/- 6 seconds.
 NJ0371
 NJ0371.The orthometric height was determined by differential leveling
 NJ0371.and adjusted by the National Geodetic Survey in June 1991..
 NJ0371
 NJ0371.The geoid height was determined by GEOID03.
 NJ0371
 NJ0371.The dynamic height is computed by dividing the NAVD 88
 NJ0371.geopotential number by the normal gravity value computed on the
 NJ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0371.degrees latitude (g = 980.6199 gals.).
 NJ0371
 NJ0371.The modeled gravity was interpolated from observed gravity values.
 NJ0371
 NJ0371;                    North         East    Units  Estimated Accuracy
 NJ0371;SPC IA N     - 1,123,730.    1,709,070.      MT  (+/- 180 meters Scaled)
 NJ0371
 NJ0371                          SUPERSEDED SURVEY CONTROL
 NJ0371
 NJ0371  NGVD 29 (??/??/92)  363.033  (m)         1191.05   (f) ADJ UNCH    1 1
 NJ0371
 NJ0371.Superseded values are not recommended for survey control.
 NJ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0371.See file dsdata.txt to determine how the superseded data were derived.
 NJ0371
 NJ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH680168(NAD 83)
 NJ0371_MARKER: DB = BENCH MARK DISK
 NJ0371_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0371_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0371_STAMPING: D 178 1970
 NJ0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0371
 NJ0371  HISTORY     - Date     Condition        Report By
 NJ0371  HISTORY     - 1970     MONUMENTED       NGS
 NJ0371  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0371
 NJ0371                          STATION DESCRIPTION
 NJ0371
 NJ0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0371'7 MI E FROM LUXEMBURG.
 NJ0371'ABOUT 7.05 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0371'FROM THE HOLY TRINITY CHURCH AT LUXEMBURG, 163.0 FEET SOUTHEAST OF
 NJ0371'THE EAST CORNER OF THE LAVERN PETSCHE BRICK HOUSE, 31.5 FEET
 NJ0371'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 52 FEET SOUTHEAST
 NJ0371'OF A POWER POLE WHICH BEARS A TRANSFORMER AND WHICH IS BRACED
 NJ0371'BY TWO GUY WIRES, 16.0 FEET SOUTHEAST OF A CORNER FENCE POST,
 NJ0371'1.0 FOOT NORTHEAST OF A FENCE, 1.2 FEET NORTHWEST OF A METAL
 NJ0371'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND BRAZED ON THE TOP
 NJ0371'OF A 3-INCH IRON PIPE LEVEL WITH THE GROUND.  SECTION 27, T90N,
 NJ0371'R1W.
 NJ0371
 NJ0371                          STATION RECOVERY (2001)
 NJ0371
 NJ0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0371'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0447 ***********************************************************************
 NJ0447  DESIGNATION -  D 179
 NJ0447  PID         -  NJ0447
 NJ0447  STATE/COUNTY-  IA/CLAYTON
 NJ0447  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0447
 NJ0447                         *CURRENT SURVEY CONTROL
 NJ0447  ___________________________________________________________________
 NJ0447* NAD 83(1986)-  42 42 54.     (N)    091 03 37.     (W)     SCALED    
 NJ0447* NAVD 88     -       192.742  (meters)     632.35   (feet)  ADJUSTED  
 NJ0447  ___________________________________________________________________
 NJ0447  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 NJ0447  DYNAMIC HT  -         192.689 (meters)     632.18  (feet)  COMP
 NJ0447  MODELED GRAV-     980,340.2   (mgal)                       NAVD 88
 NJ0447
 NJ0447  VERT ORDER  -  FIRST     CLASS I
 NJ0447
 NJ0447.The horizontal coordinates were scaled from a topographic map and have
 NJ0447.an estimated accuracy of +/- 6 seconds.
 NJ0447
 NJ0447.The orthometric height was determined by differential leveling
 NJ0447.and adjusted by the National Geodetic Survey in June 1991..
 NJ0447
 NJ0447.The geoid height was determined by GEOID03.
 NJ0447
 NJ0447.The dynamic height is computed by dividing the NAVD 88
 NJ0447.geopotential number by the normal gravity value computed on the
 NJ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0447.degrees latitude (g = 980.6199 gals.).
 NJ0447
 NJ0447.The modeled gravity was interpolated from observed gravity values.
 NJ0447
 NJ0447;                    North         East    Units  Estimated Accuracy
 NJ0447;SPC IA N     - 1,137,840.    1,699,820.      MT  (+/- 180 meters Scaled)
 NJ0447
 NJ0447                          SUPERSEDED SURVEY CONTROL
 NJ0447
 NJ0447  NGVD 29 (??/??/92)  192.789  (m)          632.51   (f) ADJ UNCH    1 1
 NJ0447
 NJ0447.Superseded values are not recommended for survey control.
 NJ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0447.See file dsdata.txt to determine how the superseded data were derived.
 NJ0447
 NJ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH588309(NAD 83)
 NJ0447_MARKER: DB = BENCH MARK DISK
 NJ0447_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0447_SP_SET: ROCK OUTCROP
 NJ0447_STAMPING: D 179 1970
 NJ0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0447+STABILITY: POSITION/ELEVATION WELL
 NJ0447
 NJ0447  HISTORY     - Date     Condition        Report By
 NJ0447  HISTORY     - 1970     MONUMENTED       NGS
 NJ0447
 NJ0447                          STATION DESCRIPTION
 NJ0447
 NJ0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0447'7.8 MI S FROM GUTTENBERG.
 NJ0447'ABOUT 6.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0447'AND PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, THENCE 1.6
 NJ0447'MILES WEST ALONG A DIRT AND GRAVELED ROAD, 0.1 MILE EAST OF A
 NJ0447'SMALL BRIDGE WITH A METAL GUARDRAIL, 67 FEET NORTH OF THE
 NJ0447'CENTER LINE OF THE ROAD, SET IN THE TOP OF THE NORTH SIDE OF A
 NJ0447'4- X 5-FOOT ROCK OUTCROP IN A DRY WASH, 53 YARDS EAST OF THE
 NJ0447'CENTER OF A GATE, 33.3 FEET NORTH OF A FENCE, 12.3 FEET
 NJ0447'EAST-NORTHEAST OF A POWER POLE, 1.0 FOOT WEST OF A METAL WITNESS
 NJ0447'POST, AND ABOUT 9 FEET ABOVE THE LEVEL OF THE ROAD.  SECTION 10,
 NJ0447'T 91N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0490 ***********************************************************************
 OP0490  DESIGNATION -  D 18
 OP0490  PID         -  OP0490
 OP0490  STATE/COUNTY-  IA/CLAY
 OP0490  USGS QUAD   -  SPENCER (1982)
 OP0490
 OP0490                         *CURRENT SURVEY CONTROL
 OP0490  ___________________________________________________________________
 OP0490* NAD 83(1996)-  43 09 08.96483(N)    095 13 49.15598(W)     ADJUSTED  
 OP0490* NAVD 88     -       407.215  (meters)    1336.00   (feet)  ADJUSTED  
 OP0490  ___________________________________________________________________
 OP0490  X           -    -424,863.827 (meters)                     COMP
 OP0490  Y           -  -4,641,253.955 (meters)                     COMP
 OP0490  Z           -   4,340,135.118 (meters)                     COMP
 OP0490  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 OP0490  ELLIP HEIGHT-         378.75  (meters)          (06/15/04) GPS OBS
 OP0490  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 OP0490  DYNAMIC HT  -         407.084 (meters)    1335.57  (feet)  COMP
 OP0490  MODELED GRAV-     980,286.5   (mgal)                       NAVD 88
 OP0490
 OP0490  HORZ ORDER  -  FIRST
 OP0490  VERT ORDER  -  SECOND    CLASS 0
 OP0490  ELLP ORDER  -  FOURTH    CLASS I
 OP0490
 OP0490.The horizontal coordinates were established by GPS observations
 OP0490.and adjusted by the National Geodetic Survey in November 2002..
 OP0490
 OP0490.The orthometric height was determined by differential leveling
 OP0490.and adjusted by the National Geodetic Survey in June 1991..
 OP0490
 OP0490.Photographs are available for this station.
 OP0490
 OP0490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0490
 OP0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0490
 OP0490.The ellipsoidal height was determined by GPS observations
 OP0490.and is referenced to NAD 83.
 OP0490
 OP0490.The geoid height was determined by GEOID03.
 OP0490
 OP0490.The dynamic height is computed by dividing the NAVD 88
 OP0490.geopotential number by the normal gravity value computed on the
 OP0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0490.degrees latitude (g = 980.6199 gals.).
 OP0490
 OP0490.The modeled gravity was interpolated from observed gravity values.
 OP0490
 OP0490;                    North         East     Units Scale Factor Converg.
 OP0490;SPC IA N     - 1,184,997.786 1,359,269.838   MT  0.99998114   -1 10 21.8
 OP0490;UTM  15      - 4,780,163.420   318,657.376   MT  1.00000455   -1 31 33.0
 OP0490
 OP0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0490!SPC IA N     -   0.99994061  x   0.99998114  =   0.99992175
 OP0490!UTM  15      -   0.99994061  x   1.00000455  =   0.99994516
 OP0490
 OP0490                          SUPERSEDED SURVEY CONTROL
 OP0490
 OP0490  NAD 83(1996)-  43 09 08.96459(N)    095 13 49.15610(W) AD(       ) 1
 OP0490  ELLIP H (03/18/02)  378.76   (m)                       GP(       ) 4 1
 OP0490  NAVD 88 (03/18/02)  407.21   (m)         1336.0    (f) LEVELING    3  
 OP0490  NGVD 29 (??/??/92)  407.063  (m)         1335.51   (f) ADJ UNCH    2 0
 OP0490
 OP0490.Superseded values are not recommended for survey control.
 OP0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0490.See file dsdata.txt to determine how the superseded data were derived.
 OP0490
 OP0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1865780163(NAD 83)
 OP0490_MARKER: DB = BENCH MARK DISK
 OP0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0490_STAMPING: D 18 1934
 OP0490_MARK LOGO: CGS   
 OP0490_PROJECTION: FLUSH
 OP0490_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0490+STABILITY: SURFACE MOTION
 OP0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0490+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2000
 OP0490
 OP0490  HISTORY     - Date     Condition        Report By
 OP0490  HISTORY     - 1934     MONUMENTED       CGS
 OP0490  HISTORY     - 1954     GOOD             NGS
 OP0490  HISTORY     - 19950419 GOOD             IAHD
 OP0490  HISTORY     - 20001218 GOOD             WOOLPT
 OP0490
 OP0490                          STATION DESCRIPTION
 OP0490
 OP0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 OP0490'4.3 MI W FROM SPENCER.
 OP0490'4.3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0490'RAILROAD FROM THE STATION AT SPENCER, CLAY COUNTY, 62 FEET NORTHEAST
 OP0490'OF A SECTION-ROAD CROSSING, 45.1 FEET NORTH OF THE NORTH RAIL, 9.0
 OP0490'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 1.3 FEET SOUTH OF A FENCE. A
 OP0490'STANDARD DISK, STAMPED D 18 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0490'PROJECTING 5 INCHES ABOVE GROUND.
 OP0490
 OP0490                          STATION RECOVERY (1995)
 OP0490
 OP0490'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1995 (DWG)
 OP0490'IN SPENCER, FROM THE NORTHEAST CORNER OF SEC-8 T-96N R-37W GO SOUTH
 OP0490'ALONG 180TH AVENUE 0.3 MILE (0.5 KM) TO THE INTERSECTION WITH THE SOO
 OP0490'LINE RAILROAD COMPANY.  THE STATION IS IN THE NORTHEAST QUAD OF THAT
 OP0490'INTERSECTION.  45.2 FEET (13.8 M) NORTH OF THE NORTH RAIL, 43.8 FEET
 OP0490'(13.4 M) EAST OF CENTER OF 180TH AVENUE.  THE MARK IS 1.0 FEET (0.3 M)
 OP0490'WEST OF THE WITNESS POST.  A STANDARD DISK SET IN THE TOP OF A
 OP0490'CONCRETE POST AND PROJECTING 0.5 FEET (15.2 CM) ABOVE GROUND.
 OP0490
 OP0490                          STATION RECOVERY (2000)
 OP0490
 OP0490'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (BJM)
 OP0490'THE STATION IS LOCATED APPROXIMATELY 5 MI EAST OF EVERLY, 4 MI WEST
 OP0490'OF SPENCER, 1.7 MI SOUTHWEST OF THE SPENCER MUNICIPAL AIRPORT,
 OP0490'AND IS SOUTHEAST OF CF INDUSTRIES, NUMBER 3425 180TH
 OP0490'AVENUE. OWNERSHIP-- SOO LINE RAILROAD COMPANY.
 OP0490' 
 OP0490'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 71 AND US
 OP0490'ROUTE 18 WEST NORTH OF SPENCER, PROCEED WEST 4.2 MI ALONG US
 OP0490'ROUTE 18 WEST TO THE JUNCTION OF 180TH AVENUE. TURN LEFT AND
 OP0490'PROCEED SOUTH 2.25 MI ALONG 180TH AVENUE TO THE STATION ON THE
 OP0490'LEFT, JUST BEFORE A RAILROAD CROSSING.
 OP0490' 
 OP0490'THE STATION IS LOCATED 14.24 M NORTH OF THE CENTERLINE OF THE
 OP0490'RAILROAD TRACKS, 13.42 M EAST OF THE CENTERLINE OF 180TH AVENUE,
 OP0490'5.428 M ON AN AZIMUTH OF 190 DEGREES FROM A SMALL UTILITY POLE, 1.62
 OP0490'M ON AN AZIMUTH OF 250 DEGREES FROM A LARGE UTILITY POLE, AND 0.3 M
 OP0490'WEST OF A CARSONITE WITNESS POST. THE STATION IS A CGS BENCHMARK
 OP0490'DISK SET IN THE TOP OF A 0.2 M DIAMETER SQUARE CONCRETE POST
 OP0490'PROJECTING 0.15 M ABOVE THE GROUND.
 OP0490'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1374 ***********************************************************************
 MJ1374  DESIGNATION -  D 180
 MJ1374  PID         -  MJ1374
 MJ1374  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1374  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1374
 MJ1374                         *CURRENT SURVEY CONTROL
 MJ1374  ___________________________________________________________________
 MJ1374* NAD 83(1986)-  41 21 50.     (N)    095 52 55.     (W)     SCALED    
 MJ1374* NAVD 88     -       300.984  (meters)     987.48   (feet)  ADJUSTED  
 MJ1374  ___________________________________________________________________
 MJ1374  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 MJ1374  DYNAMIC HT  -         300.854 (meters)     987.05  (feet)  COMP
 MJ1374  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 MJ1374
 MJ1374  VERT ORDER  -  FIRST     CLASS II
 MJ1374
 MJ1374.The horizontal coordinates were scaled from a topographic map and have
 MJ1374.an estimated accuracy of +/- 6 seconds.
 MJ1374
 MJ1374.The orthometric height was determined by differential leveling
 MJ1374.and adjusted by the National Geodetic Survey in June 1991..
 MJ1374
 MJ1374.The geoid height was determined by GEOID03.
 MJ1374
 MJ1374.The dynamic height is computed by dividing the NAVD 88
 MJ1374.geopotential number by the normal gravity value computed on the
 MJ1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1374.degrees latitude (g = 980.6199 gals.).
 MJ1374
 MJ1374.The modeled gravity was interpolated from observed gravity values.
 MJ1374
 MJ1374;                    North         East    Units  Estimated Accuracy
 MJ1374;SPC IA S     -   154,190.      300,740.      MT  (+/- 180 meters Scaled)
 MJ1374
 MJ1374                          SUPERSEDED SURVEY CONTROL
 MJ1374
 MJ1374.No superseded survey control is available for this station.
 MJ1374
 MJ1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF589831(NAD 83)
 MJ1374_MARKER: I = METAL ROD
 MJ1374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1374_SP_SET: STAINLESS STEEL ROD
 MJ1374_STAMPING: D 180 1989
 MJ1374_MARK LOGO: NGS   
 MJ1374_PROJECTION: FLUSH
 MJ1374_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1374+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1374_ROD/PIPE-DEPTH: 18.3 meters
 MJ1374
 MJ1374  HISTORY     - Date     Condition        Report By
 MJ1374  HISTORY     - 1989     MONUMENTED       NGS
 MJ1374
 MJ1374                          STATION DESCRIPTION
 MJ1374
 MJ1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1374'2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY 988 FROM ITS JUNCTION
 MJ1374'WITH STATE HIGHWAY 183 IN CRESCENT, THENCE 1.1 KM (0.70 MI) NORTHERLY
 MJ1374'ALONG COUNTY ROAD L 19, 0.5 KM (0.30 MI) NORTH OF BENCH MARK M 180,
 MJ1374'0.2 KM (0.10 MI) SOUTH OF THE INTERSECTION OF A GRAVELED ROAD LEADING
 MJ1374'EAST, 10.4 M (34.1 FT) WEST OF THE CENTER OF THE ROAD, 5.0 M (16.4
 MJ1374'FT) SOUTH OF THE CENTER OF A GATE AND FIELD ENTRANCE, 0.6 M (2.0 FT)
 MJ1374'SOUTHEAST OF THE SOUTH GATE POST, 0.3 M (1.0 FT) EAST OF A WITNESS
 MJ1374'POST, AND LEVEL WITH THE ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD
 MJ1374'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1913 ***********************************************************************
 NM1913  DESIGNATION -  D 181
 NM1913  PID         -  NM1913
 NM1913  STATE/COUNTY-  IA/WOODBURY
 NM1913  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM1913
 NM1913                         *CURRENT SURVEY CONTROL
 NM1913  ___________________________________________________________________
 NM1913* NAD 83(1986)-  42 24 02.     (N)    096 21 38.     (W)     SCALED    
 NM1913* NAVD 88     -       332.582  (meters)    1091.15   (feet)  ADJUSTED  
 NM1913  ___________________________________________________________________
 NM1913  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 NM1913  DYNAMIC HT  -         332.475 (meters)    1090.80  (feet)  COMP
 NM1913  MODELED GRAV-     980,289.9   (mgal)                       NAVD 88
 NM1913
 NM1913  VERT ORDER  -  FIRST     CLASS II
 NM1913
 NM1913.The horizontal coordinates were scaled from a topographic map and have
 NM1913.an estimated accuracy of +/- 6 seconds.
 NM1913
 NM1913.The orthometric height was determined by differential leveling
 NM1913.and adjusted by the National Geodetic Survey in June 1991..
 NM1913
 NM1913.The geoid height was determined by GEOID03.
 NM1913
 NM1913.The dynamic height is computed by dividing the NAVD 88
 NM1913.geopotential number by the normal gravity value computed on the
 NM1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1913.degrees latitude (g = 980.6199 gals.).
 NM1913
 NM1913.The modeled gravity was interpolated from observed gravity values.
 NM1913
 NM1913;                    North         East    Units  Estimated Accuracy
 NM1913;SPC IA N     - 1,104,010.    1,264,550.      MT  (+/- 180 meters Scaled)
 NM1913
 NM1913                          SUPERSEDED SURVEY CONTROL
 NM1913
 NM1913.No superseded survey control is available for this station.
 NM1913
 NM1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM172976(NAD 83)
 NM1913_MARKER: I = METAL ROD
 NM1913_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1913_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NM1913_STAMPING: D 181 1989
 NM1913_MARK LOGO: NGS   
 NM1913_PROJECTION: FLUSH
 NM1913_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1913+STABILITY: POSITION/ELEVATION WELL
 NM1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1913+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NM1913_ROD/PIPE-DEPTH: 32.0 meters
 NM1913_SLEEVE-DEPTH  : 4.5 meters
 NM1913
 NM1913  HISTORY     - Date     Condition        Report By
 NM1913  HISTORY     - 1989     MONUMENTED       NGS
 NM1913
 NM1913                          STATION DESCRIPTION
 NM1913
 NM1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1913'IN SERGEANT BLUFF, AT THE INTERSECTION OF 1ST AND D STREETS, IN THE
 NM1913'MEDIAN OF D STREET, 19.6 M (64.3 FT) NORTH OF THE CENTER OF D STREET,
 NM1913'15.7 M (51.5 FT) SOUTH OF A UTILITY LIGHT POLE, 5.9 M (19.4 FT) EAST
 NM1913'OF THE CENTER OF THE SOUTHBOUND LANES OF D STREET, 5.7 M (18.7 FT)
 NM1913'WEST OF THE CENTER OF THE NORTHBOUND LANES OF D STREET, 3.4 M
 NM1913'(11.2 FT) NORTH OF A POLE SUPPORTING A TRAFFIC SIGNAL, AND 0.2 M
 NM1913'(0.7 FT) ABOVE THE LEVEL OF D STREET.  NOTE--ACCESS TO DATUM POINT IS
 NM1913'HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1432 ***********************************************************************
 LF1432  DESIGNATION -  D 182
 LF1432  PID         -  LF1432
 LF1432  STATE/COUNTY-  IA/FREMONT
 LF1432  USGS QUAD   -  MC PAUL (1984)
 LF1432
 LF1432                         *CURRENT SURVEY CONTROL
 LF1432  ___________________________________________________________________
 LF1432* NAD 83(1986)-  40 46 51.     (N)    095 48 12.     (W)     SCALED    
 LF1432* NAVD 88     -       283.746  (meters)     930.92   (feet)  ADJUSTED  
 LF1432  ___________________________________________________________________
 LF1432  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 LF1432  DYNAMIC HT  -         283.603 (meters)     930.45  (feet)  COMP
 LF1432  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 LF1432
 LF1432  VERT ORDER  -  FIRST     CLASS II
 LF1432
 LF1432.The horizontal coordinates were scaled from a topographic map and have
 LF1432.an estimated accuracy of +/- 6 seconds.
 LF1432
 LF1432.The orthometric height was determined by differential leveling
 LF1432.and adjusted by the National Geodetic Survey in June 1991..
 LF1432
 LF1432.The geoid height was determined by GEOID03.
 LF1432
 LF1432.The dynamic height is computed by dividing the NAVD 88
 LF1432.geopotential number by the normal gravity value computed on the
 LF1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1432.degrees latitude (g = 980.6199 gals.).
 LF1432
 LF1432.The modeled gravity was interpolated from observed gravity values.
 LF1432
 LF1432;                    North         East    Units  Estimated Accuracy
 LF1432;SPC IA S     -    89,280.      305,600.      MT  (+/- 180 meters Scaled)
 LF1432
 LF1432                          SUPERSEDED SURVEY CONTROL
 LF1432
 LF1432.No superseded survey control is available for this station.
 LF1432
 LF1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF634182(NAD 83)
 LF1432_MARKER: I = METAL ROD
 LF1432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1432_SP_SET: STAINLESS STEEL ROD
 LF1432_STAMPING: D 182 1989
 LF1432_MARK LOGO: NGS   
 LF1432_PROJECTION: FLUSH
 LF1432_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1432+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1432_ROD/PIPE-DEPTH: 38.8 meters
 LF1432
 LF1432  HISTORY     - Date     Condition        Report By
 LF1432  HISTORY     - 1989     MONUMENTED       NGS
 LF1432
 LF1432                          STATION DESCRIPTION
 LF1432
 LF1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1432'0.3 KM (0.20 MI) EASTERLY ALONG STATE HIGHWAY 145 FROM THE JUNCTION OF
 LF1432'INTERSTATE HIGHWAY 29 IN MCPAUL, THENCE 3.0 KM (1.85 MI) SOUTHERLY
 LF1432'ALONG A GRAVELED ROAD, 0.2 KM (0.10 MI) SOUTH OF THE INTERSECTION OF A
 LF1432'DRIVEEWAY LEADING EAST, 9.6 M (31.5 FT) EAST OF THE CENTER OF THE
 LF1432'ROAD, 6.6 M (21.7 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 1.1 M
 LF1432'(3.6 FT) SOUTH OF A UTILITY POLE, 0.3 M (1.0 FT) WEST OF A WITNESS
 LF1432'POST, AND LEVEL WITH THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 LF1432'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1357 ***********************************************************************
 MJ1357  DESIGNATION -  D 183
 MJ1357  PID         -  MJ1357
 MJ1357  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1357  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1357
 MJ1357                         *CURRENT SURVEY CONTROL
 MJ1357  ___________________________________________________________________
 MJ1357* NAD 83(1986)-  41 20 45.     (N)    095 57 15.     (W)     SCALED    
 MJ1357* NAVD 88     -       305.840  (meters)    1003.41   (feet)  ADJUSTED  
 MJ1357  ___________________________________________________________________
 MJ1357  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 MJ1357  DYNAMIC HT  -         305.708 (meters)    1002.98  (feet)  COMP
 MJ1357  MODELED GRAV-     980,182.6   (mgal)                       NAVD 88
 MJ1357
 MJ1357  VERT ORDER  -  FIRST     CLASS II
 MJ1357
 MJ1357.The horizontal coordinates were scaled from a topographic map and have
 MJ1357.an estimated accuracy of +/- 6 seconds.
 MJ1357
 MJ1357.The orthometric height was determined by differential leveling
 MJ1357.and adjusted by the National Geodetic Survey in June 1991..
 MJ1357
 MJ1357.The geoid height was determined by GEOID03.
 MJ1357
 MJ1357.The dynamic height is computed by dividing the NAVD 88
 MJ1357.geopotential number by the normal gravity value computed on the
 MJ1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1357.degrees latitude (g = 980.6199 gals.).
 MJ1357
 MJ1357.The modeled gravity was interpolated from observed gravity values.
 MJ1357
 MJ1357;                    North         East    Units  Estimated Accuracy
 MJ1357;SPC IA S     -   152,350.      294,640.      MT  (+/- 180 meters Scaled)
 MJ1357
 MJ1357                          SUPERSEDED SURVEY CONTROL
 MJ1357
 MJ1357.No superseded survey control is available for this station.
 MJ1357
 MJ1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF528813(NAD 83)
 MJ1357_MARKER: DV = VERTICAL CONTROL DISK
 MJ1357_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ1357_SP_SET: ABUTMENT
 MJ1357_STAMPING: D 183 1989
 MJ1357_MARK LOGO: NGS   
 MJ1357_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1357+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1357
 MJ1357  HISTORY     - Date     Condition        Report By
 MJ1357  HISTORY     - 1989     MONUMENTED       NGS
 MJ1357
 MJ1357                          STATION DESCRIPTION
 MJ1357
 MJ1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1357'0.9 KM (0.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 680 FROM ITS
 MJ1357'JUNCTION WITH 30TH STREET (EXIT 13) IN OMAHA, IN TOP OF AND 0.1 M
 MJ1357'(0.3 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE
 MJ1357'EASTBOUND HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER, 4.5 M (14.8 FT)
 MJ1357'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND
 MJ1357'2.6 M (8.5 FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0144 ***********************************************************************
 OP0144  DESIGNATION -  D 19
 OP0144  PID         -  OP0144
 OP0144  STATE/COUNTY-  IA/PALO ALTO
 OP0144  USGS QUAD   -  EMMETSBURG (1980)
 OP0144
 OP0144                         *CURRENT SURVEY CONTROL
 OP0144  ___________________________________________________________________
 OP0144* NAD 83(1986)-  43 07 15.     (N)    094 40 25.     (W)     SCALED    
 OP0144* NAVD 88     -       373.352  (meters)    1224.91   (feet)  ADJUSTED  
 OP0144  ___________________________________________________________________
 OP0144  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 OP0144  DYNAMIC HT  -         373.245 (meters)    1224.55  (feet)  COMP
 OP0144  MODELED GRAV-     980,322.9   (mgal)                       NAVD 88
 OP0144
 OP0144  VERT ORDER  -  SECOND    CLASS 0
 OP0144
 OP0144.The horizontal coordinates were scaled from a topographic map and have
 OP0144.an estimated accuracy of +/- 6 seconds.
 OP0144
 OP0144.The orthometric height was determined by differential leveling
 OP0144.and adjusted by the National Geodetic Survey in June 1991..
 OP0144
 OP0144.The geoid height was determined by GEOID03.
 OP0144
 OP0144.The dynamic height is computed by dividing the NAVD 88
 OP0144.geopotential number by the normal gravity value computed on the
 OP0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0144.degrees latitude (g = 980.6199 gals.).
 OP0144
 OP0144.The modeled gravity was interpolated from observed gravity values.
 OP0144
 OP0144;                    North         East    Units  Estimated Accuracy
 OP0144;SPC IA N     - 1,180,700.    1,404,500.      MT  (+/- 180 meters Scaled)
 OP0144
 OP0144                          SUPERSEDED SURVEY CONTROL
 OP0144
 OP0144  NGVD 29 (??/??/92)  373.266  (m)         1224.62   (f) ADJ UNCH    2 0
 OP0144
 OP0144.Superseded values are not recommended for survey control.
 OP0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0144.See file dsdata.txt to determine how the superseded data were derived.
 OP0144
 OP0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH638755(NAD 83)
 OP0144_MARKER: DB = BENCH MARK DISK
 OP0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0144_STAMPING: D 19 1934
 OP0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0144+STABILITY: SURFACE MOTION
 OP0144
 OP0144  HISTORY     - Date     Condition        Report By
 OP0144  HISTORY     - 1934     MONUMENTED       CGS
 OP0144  HISTORY     - 1947     GOOD             NGS
 OP0144  HISTORY     - 1976     MARK NOT FOUND   USGS
 OP0144
 OP0144                          STATION DESCRIPTION
 OP0144
 OP0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 OP0144'0.6 MI N FROM EMMETSBURG.
 OP0144'0.6 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM
 OP0144'THE STATION AT EMMETSBURG, PALO ALTO COUNTY, 0.1 MILE NORTH OF
 OP0144'MILEPOST 185, 201 YARDS SOUTH OF A RAILROAD WATER TANK, 165 FEET SOUTH
 OP0144'OF THE CENTERLINE OF A ROAD CROSSING, 48 FEET EAST OF A FENCE LINE,
 OP0144'31.4 FEET WEST OF THE WEST RAIL OF THE TRACK, AND 16.6 FEET SOUTH OF A
 OP0144'POWER LINE POLE.  A STANDARD DISK, STAMPED D 19 1934 AND SET IN THE
 OP0144'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 OP0144
 OP0144                          STATION RECOVERY (1976)
 OP0144
 OP0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OP0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0016 ***********************************************************************
 NL0016  DESIGNATION -  D 2
 NL0016  PID         -  NL0016
 NL0016  STATE/COUNTY-  IA/HUMBOLDT
 NL0016  USGS QUAD   -  LIVERMORE (1972)
 NL0016
 NL0016                         *CURRENT SURVEY CONTROL
 NL0016  ___________________________________________________________________
 NL0016* NAD 83(1986)-  42 50 03.     (N)    094 11 44.     (W)     SCALED    
 NL0016* NAVD 88     -       344.674  (meters)    1130.82   (feet)  ADJUSTED  
 NL0016  ___________________________________________________________________
 NL0016  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 NL0016  DYNAMIC HT  -         344.559 (meters)    1130.44  (feet)  COMP
 NL0016  MODELED GRAV-     980,277.5   (mgal)                       NAVD 88
 NL0016
 NL0016  VERT ORDER  -  FIRST     CLASS II
 NL0016
 NL0016.The horizontal coordinates were scaled from a topographic map and have
 NL0016.an estimated accuracy of +/- 6 seconds.
 NL0016
 NL0016.The orthometric height was determined by differential leveling
 NL0016.and adjusted by the National Geodetic Survey in June 1991..
 NL0016
 NL0016.The geoid height was determined by GEOID03.
 NL0016
 NL0016.The dynamic height is computed by dividing the NAVD 88
 NL0016.geopotential number by the normal gravity value computed on the
 NL0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0016.degrees latitude (g = 980.6199 gals.).
 NL0016
 NL0016.The modeled gravity was interpolated from observed gravity values.
 NL0016
 NL0016;                    North         East    Units  Estimated Accuracy
 NL0016;SPC IA N     - 1,148,430.    1,443,140.      MT  (+/- 180 meters Scaled)
 NL0016
 NL0016                          SUPERSEDED SURVEY CONTROL
 NL0016
 NL0016  NGVD 29 (??/??/92)  344.614  (m)         1130.62   (f) ADJ UNCH    1 2
 NL0016
 NL0016.Superseded values are not recommended for survey control.
 NL0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0016.See file dsdata.txt to determine how the superseded data were derived.
 NL0016
 NL0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH022430(NAD 83)
 NL0016_MARKER: DB = BENCH MARK DISK
 NL0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0016_STAMPING: 1130.621 D 2 1930
 NL0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0016+STABILITY: SURFACE MOTION
 NL0016
 NL0016  HISTORY     - Date     Condition        Report By
 NL0016  HISTORY     - 1930     MONUMENTED       CGS
 NL0016  HISTORY     - 1934     GOOD             NGS
 NL0016  HISTORY     - 1972     MARK NOT FOUND   USGS
 NL0016
 NL0016                          STATION DESCRIPTION
 NL0016
 NL0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0016'1.5 MI N FROM ARNOLD.
 NL0016'1.5 MILES NORTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 NL0016'ARNOLD, HUMBOLDT COUNTY, 0.6 MILES NORTH OF MILEPOST 196, 3 FEET
 NL0016'NORTH OF THE NORTH FENCE OF AN EAST-AND-WEST ROAD FENCED 66 FEET
 NL0016'WIDE, AND 45 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 NL0016'DISK, STAMPED 1130.621 D 2 1930 AND SET IN THE TOP OF A CONCRETE
 NL0016'POST.
 NL0016
 NL0016                          STATION RECOVERY (1972)
 NL0016
 NL0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NL0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0167 ***********************************************************************
 OP0167  DESIGNATION -  D 21
 OP0167  PID         -  OP0167
 OP0167  STATE/COUNTY-  IA/EMMET
 OP0167  USGS QUAD   -  ESTHERVILLE (1972)
 OP0167
 OP0167                         *CURRENT SURVEY CONTROL
 OP0167  ___________________________________________________________________
 OP0167* NAD 83(1986)-  43 25 53.     (N)    094 49 15.     (W)     SCALED    
 OP0167* NAVD 88     -       411.241  (meters)    1349.21   (feet)  ADJUSTED  
 OP0167  ___________________________________________________________________
 OP0167  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 OP0167  DYNAMIC HT  -         411.129 (meters)    1348.85  (feet)  COMP
 OP0167  MODELED GRAV-     980,336.9   (mgal)                       NAVD 88
 OP0167
 OP0167  VERT ORDER  -  SECOND    CLASS 0
 OP0167
 OP0167.The horizontal coordinates were scaled from a topographic map and have
 OP0167.an estimated accuracy of +/- 6 seconds.
 OP0167
 OP0167.The orthometric height was determined by differential leveling
 OP0167.and adjusted by the National Geodetic Survey in June 1991..
 OP0167
 OP0167.The geoid height was determined by GEOID03.
 OP0167
 OP0167.The dynamic height is computed by dividing the NAVD 88
 OP0167.geopotential number by the normal gravity value computed on the
 OP0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0167.degrees latitude (g = 980.6199 gals.).
 OP0167
 OP0167.The modeled gravity was interpolated from observed gravity values.
 OP0167
 OP0167;                    North         East    Units  Estimated Accuracy
 OP0167;SPC IA N     - 1,215,380.    1,393,060.      MT  (+/- 180 meters Scaled)
 OP0167
 OP0167                          SUPERSEDED SURVEY CONTROL
 OP0167
 OP0167  NGVD 29 (??/??/92)  411.120  (m)         1348.82   (f) ADJ UNCH    2 0
 OP0167
 OP0167.Superseded values are not recommended for survey control.
 OP0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0167.See file dsdata.txt to determine how the superseded data were derived.
 OP0167
 OP0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ526103(NAD 83)
 OP0167_MARKER: DB = BENCH MARK DISK
 OP0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0167_STAMPING: D 21 1934
 OP0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0167+STABILITY: SURFACE MOTION
 OP0167
 OP0167  HISTORY     - Date     Condition        Report By
 OP0167  HISTORY     - 1934     MONUMENTED       CGS
 OP0167  HISTORY     - 1970     POOR             USGS
 OP0167
 OP0167                          STATION DESCRIPTION
 OP0167
 OP0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0167'2.0 MI NE FROM ESTHERVILLE.
 OP0167'2.0 MILES NORTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 OP0167'THE STATION AT ESTHERVILLE, EMMET COUNTY, 120 FEET NORTHEAST OF
 OP0167'MILEPOST 166, 5.15 MILES SOUTHWEST OF THE MINNESOTA-IOWA STATE LINE,
 OP0167'310 FEET NORTH OF THE CENTERLINE OF A SECTION ROAD, 46 FEET SOUTHEAST
 OP0167'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AND 1.5 FEET NORTHWEST OF THE
 OP0167'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 21 1934 AND SET IN THE
 OP0167'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 OP0167
 OP0167                          STATION RECOVERY (1970)
 OP0167
 OP0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OP0167'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0278 ***********************************************************************
 NL0278  DESIGNATION -  D 22
 NL0278  PID         -  NL0278
 NL0278  STATE/COUNTY-  IA/CLAY
 NL0278  USGS QUAD   -  WEBB (1971)
 NL0278
 NL0278                         *CURRENT SURVEY CONTROL
 NL0278  ___________________________________________________________________
 NL0278* NAD 83(1986)-  42 58 05.     (N)    095 01 11.     (W)     SCALED    
 NL0278* NAVD 88     -       423.830  (meters)    1390.52   (feet)  ADJUSTED  
 NL0278  ___________________________________________________________________
 NL0278  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 NL0278  DYNAMIC HT  -         423.693 (meters)    1390.07  (feet)  COMP
 NL0278  MODELED GRAV-     980,285.9   (mgal)                       NAVD 88
 NL0278
 NL0278  VERT ORDER  -  SECOND    CLASS 0
 NL0278
 NL0278.The horizontal coordinates were scaled from a topographic map and have
 NL0278.an estimated accuracy of +/- 6 seconds.
 NL0278
 NL0278.The orthometric height was determined by differential leveling
 NL0278.and adjusted by the National Geodetic Survey in June 1991..
 NL0278
 NL0278.The geoid height was determined by GEOID03.
 NL0278
 NL0278.The dynamic height is computed by dividing the NAVD 88
 NL0278.geopotential number by the normal gravity value computed on the
 NL0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0278.degrees latitude (g = 980.6199 gals.).
 NL0278
 NL0278.The modeled gravity was interpolated from observed gravity values.
 NL0278
 NL0278;                    North         East    Units  Estimated Accuracy
 NL0278;SPC IA N     - 1,164,180.    1,376,030.      MT  (+/- 180 meters Scaled)
 NL0278
 NL0278                          SUPERSEDED SURVEY CONTROL
 NL0278
 NL0278  NGVD 29 (??/??/92)  423.711  (m)         1390.13   (f) ADJ UNCH    2 0
 NL0278
 NL0278.Superseded values are not recommended for survey control.
 NL0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0278.See file dsdata.txt to determine how the superseded data were derived.
 NL0278
 NL0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH352592(NAD 83)
 NL0278_MARKER: DB = BENCH MARK DISK
 NL0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0278_STAMPING: D 22 1934
 NL0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0278+STABILITY: SURFACE MOTION
 NL0278
 NL0278  HISTORY     - Date     Condition        Report By
 NL0278  HISTORY     - 1934     MONUMENTED       CGS
 NL0278  HISTORY     - 1971     GOOD             NGS
 NL0278
 NL0278                          STATION DESCRIPTION
 NL0278
 NL0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0278'1.5 MI N FROM WEBB.
 NL0278'1.5 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0278'PACIFIC RAILROAD FROM THE STATION AT WEBB, CLAY COUNTY, 10 POLES
 NL0278'NORTH OF MILEPOST 142, 89 FEET NORTHWEST OF THE CENTER OF A
 NL0278'SECTION-ROAD CROSSING, 54 FEET NORTHEAST OF THE CENTERLINE OF
 NL0278'THE ROAD, 46.5 FEET WEST OF THE WEST RAIL, AND 2 FEET EAST OF
 NL0278'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 22 1934 AND
 NL0278'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 NL0278'GROUND.
 NL0278
 NL0278                          STATION RECOVERY (1971)
 NL0278
 NL0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NL0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0483 ***********************************************************************
 NL0483  DESIGNATION -  D 25
 NL0483  PID         -  NL0483
 NL0483  STATE/COUNTY-  IA/PLYMOUTH
 NL0483  USGS QUAD   -  REMSEN (1969)
 NL0483
 NL0483                         *CURRENT SURVEY CONTROL
 NL0483  ___________________________________________________________________
 NL0483* NAD 83(1986)-  42 49 04.     (N)    095 57 25.     (W)     SCALED    
 NL0483* NAVD 88     -       407.083  (meters)    1335.57   (feet)  ADJUSTED  
 NL0483  ___________________________________________________________________
 NL0483  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 NL0483  DYNAMIC HT  -         406.959 (meters)    1335.16  (feet)  COMP
 NL0483  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 NL0483
 NL0483  VERT ORDER  -  SECOND    CLASS 0
 NL0483
 NL0483.The horizontal coordinates were scaled from a topographic map and have
 NL0483.an estimated accuracy of +/- 6 seconds.
 NL0483
 NL0483.The orthometric height was determined by differential leveling
 NL0483.and adjusted by the National Geodetic Survey in June 1991..
 NL0483
 NL0483.The geoid height was determined by GEOID03.
 NL0483
 NL0483.The dynamic height is computed by dividing the NAVD 88
 NL0483.geopotential number by the normal gravity value computed on the
 NL0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0483.degrees latitude (g = 980.6199 gals.).
 NL0483
 NL0483.The modeled gravity was interpolated from observed gravity values.
 NL0483
 NL0483;                    North         East    Units  Estimated Accuracy
 NL0483;SPC IA N     - 1,149,290.    1,299,110.      MT  (+/- 180 meters Scaled)
 NL0483
 NL0483                          SUPERSEDED SURVEY CONTROL
 NL0483
 NL0483  NGVD 29 (??/??/92)  406.891  (m)         1334.94   (f) ADJ UNCH    2 0
 NL0483
 NL0483.Superseded values are not recommended for survey control.
 NL0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0483.See file dsdata.txt to determine how the superseded data were derived.
 NL0483
 NL0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH582448(NAD 83)
 NL0483_MARKER: DB = BENCH MARK DISK
 NL0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0483_STAMPING: D 25 1934
 NL0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0483+STABILITY: SURFACE MOTION
 NL0483
 NL0483  HISTORY     - Date     Condition        Report By
 NL0483  HISTORY     - 1934     MONUMENTED       CGS
 NL0483  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0483
 NL0483                          STATION DESCRIPTION
 NL0483
 NL0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0483'1 MI E FROM REMSEN.
 NL0483'1 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 NL0483'AT REMSEN, PLYMOUTH COUNTY, 90 YARDS EAST OF TRESTLE 473.8,
 NL0483'AT A ROAD CROSSING, 74 FEET EAST OF THE CENTERLINE OF THE ROAD,
 NL0483'44.9 FEET NORTH OF THE NORTH RAIL, AND 2 FEET SOUTH OF THE
 NL0483'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 25 1934 AND SET
 NL0483'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NL0483
 NL0483                          STATION RECOVERY (2000)
 NL0483
 NL0483'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0483'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0516 ***********************************************************************
 NL0516  DESIGNATION -  D 26
 NL0516  PID         -  NL0516
 NL0516  STATE/COUNTY-  IA/CHEROKEE
 NL0516  USGS QUAD   -  CHEROKEE NORTH (1971)
 NL0516
 NL0516                         *CURRENT SURVEY CONTROL
 NL0516  ___________________________________________________________________
 NL0516* NAD 83(1986)-  42 51 14.     (N)    095 32 40.     (W)     SCALED    
 NL0516* NAVD 88     -       414.141  (meters)    1358.73   (feet)  ADJUSTED  
 NL0516  ___________________________________________________________________
 NL0516  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 NL0516  DYNAMIC HT  -         414.003 (meters)    1358.27  (feet)  COMP
 NL0516  MODELED GRAV-     980,277.0   (mgal)                       NAVD 88
 NL0516
 NL0516  VERT ORDER  -  SECOND    CLASS 0
 NL0516
 NL0516.The horizontal coordinates were scaled from a topographic map and have
 NL0516.an estimated accuracy of +/- 6 seconds.
 NL0516
 NL0516.The orthometric height was determined by differential leveling
 NL0516.and adjusted by the National Geodetic Survey in June 1991..
 NL0516
 NL0516.The geoid height was determined by GEOID03.
 NL0516
 NL0516.The dynamic height is computed by dividing the NAVD 88
 NL0516.geopotential number by the normal gravity value computed on the
 NL0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0516.degrees latitude (g = 980.6199 gals.).
 NL0516
 NL0516.The modeled gravity was interpolated from observed gravity values.
 NL0516
 NL0516;                    North         East    Units  Estimated Accuracy
 NL0516;SPC IA N     - 1,152,410.    1,332,920.      MT  (+/- 180 meters Scaled)
 NL0516
 NL0516                          SUPERSEDED SURVEY CONTROL
 NL0516
 NL0516  NGVD 29 (??/??/92)  413.948  (m)         1358.09   (f) ADJ UNCH    2 0
 NL0516
 NL0516.Superseded values are not recommended for survey control.
 NL0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0516.See file dsdata.txt to determine how the superseded data were derived.
 NL0516
 NL0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH921477(NAD 83)
 NL0516_MARKER: DB = BENCH MARK DISK
 NL0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0516_STAMPING: D 26 1934
 NL0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0516+STABILITY: SURFACE MOTION
 NL0516
 NL0516  HISTORY     - Date     Condition        Report By
 NL0516  HISTORY     - 1934     MONUMENTED       CGS
 NL0516  HISTORY     - 1971     MARK NOT FOUND   NGS
 NL0516
 NL0516                          STATION DESCRIPTION
 NL0516
 NL0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0516'7.7 MI N FROM CHEROKEE.
 NL0516'7.7 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0516'STATION AT CHEROKEE, CHEROKEE COUNTY, 0.5 MILE SOUTH OF THE
 NL0516'STATION AT LARRABEE, AT A ROAD CROSSING, 35 FEET WEST OF THE
 NL0516'CENTERLINE OF THE ROAD, 43.9 FEET NORTHEAST OF THE NORTHEAST
 NL0516'RAIL, AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NL0516'DISK, STAMPED D 26 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0516'PROJECTING 5 INCHES ABOVE GROUND.
 NL0516
 NL0516                          STATION RECOVERY (1971)
 NL0516
 NL0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NL0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0448 ***********************************************************************
 NK0448  DESIGNATION -  D 28
 NK0448  PID         -  NK0448
 NK0448  STATE/COUNTY-  IA/WRIGHT
 NK0448  USGS QUAD   -  EAGLE GROVE (1978)
 NK0448
 NK0448                         *CURRENT SURVEY CONTROL
 NK0448  ___________________________________________________________________
 NK0448* NAD 83(1986)-  42 41 16.     (N)    093 57 12.     (W)     SCALED    
 NK0448* NAVD 88     -       342.052  (meters)    1122.22   (feet)  ADJUSTED  
 NK0448  ___________________________________________________________________
 NK0448  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 NK0448  DYNAMIC HT  -         341.954 (meters)    1121.89  (feet)  COMP
 NK0448  MODELED GRAV-     980,322.3   (mgal)                       NAVD 88
 NK0448
 NK0448  VERT ORDER  -  SECOND    CLASS 0
 NK0448
 NK0448.The horizontal coordinates were scaled from a topographic map and have
 NK0448.an estimated accuracy of +/- 6 seconds.
 NK0448
 NK0448.The orthometric height was determined by differential leveling
 NK0448.and adjusted by the National Geodetic Survey in June 1991..
 NK0448
 NK0448.The geoid height was determined by GEOID03.
 NK0448
 NK0448.The dynamic height is computed by dividing the NAVD 88
 NK0448.geopotential number by the normal gravity value computed on the
 NK0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0448.degrees latitude (g = 980.6199 gals.).
 NK0448
 NK0448.The modeled gravity was interpolated from observed gravity values.
 NK0448
 NK0448;                    North         East    Units  Estimated Accuracy
 NK0448;SPC IA N     - 1,132,030.    1,462,850.      MT  (+/- 180 meters Scaled)
 NK0448
 NK0448                          SUPERSEDED SURVEY CONTROL
 NK0448
 NK0448  NGVD 29 (??/??/92)  342.022  (m)         1122.12   (f) ADJ UNCH    2 0
 NK0448
 NK0448.Superseded values are not recommended for survey control.
 NK0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0448.See file dsdata.txt to determine how the superseded data were derived.
 NK0448
 NK0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH219265(NAD 83)
 NK0448_MARKER: DB = BENCH MARK DISK
 NK0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0448_STAMPING: D 28 1934
 NK0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0448+STABILITY: SURFACE MOTION
 NK0448
 NK0448  HISTORY     - Date     Condition        Report By
 NK0448  HISTORY     - 1934     MONUMENTED       CGS
 NK0448  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0448
 NK0448                          STATION DESCRIPTION
 NK0448
 NK0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0448'3 MI NW FROM EAGLE GROVE.
 NK0448'3.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0448'FROM THE STATION AT EAGLE GROVE, WRIGHT COUNTY, 90 YARDS EAST OF
 NK0448'A COUNTY ROAD CROSSING, 41.9 FEET NORTHEAST OF THE NORTHEAST RAIL,
 NK0448'40.1 FEET SOUTH OF THE CENTERLINE OF A COUNTY ROAD, 7.5 FEET
 NK0448'WEST OF A FENCE CORNER, AND 2.0 FEET SOUTH OF THE RIGHT OF WAY
 NK0448'FENCE.  A STANDARD DISK STAMPED D 28 1934 AND SET IN THE TOP
 NK0448'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NK0448
 NK0448                          STATION RECOVERY (1974)
 NK0448
 NK0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0066 ***********************************************************************
 NL0066  CBN         -  This is a Cooperative Base Network Control Station.
 NL0066  DESIGNATION -  D 3
 NL0066  PID         -  NL0066
 NL0066  STATE/COUNTY-  IA/WEBSTER
 NL0066  USGS QUAD   -  BOXHOLM (1982)
 NL0066
 NL0066                         *CURRENT SURVEY CONTROL
 NL0066  ___________________________________________________________________
 NL0066* NAD 83(1996)-  42 13 29.73749(N)    094 02 52.48568(W)     ADJUSTED  
 NL0066* NAVD 88     -       345.712  (meters)    1134.22   (feet)  ADJUSTED  
 NL0066  ___________________________________________________________________
 NL0066  X           -    -333,927.724 (meters)                     COMP
 NL0066  Y           -  -4,718,680.365 (meters)                     COMP
 NL0066  Z           -   4,264,351.870 (meters)                     COMP
 NL0066  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 NL0066  ELLIP HEIGHT-         318.81  (meters)          (06/15/04) GPS OBS
 NL0066  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 NL0066  DYNAMIC HT  -         345.621 (meters)    1133.92  (feet)  COMP
 NL0066  MODELED GRAV-     980,348.0   (mgal)                       NAVD 88
 NL0066
 NL0066  HORZ ORDER  -  B
 NL0066  VERT ORDER  -  FIRST     CLASS II
 NL0066  ELLP ORDER  -  FOURTH    CLASS I
 NL0066
 NL0066.The horizontal coordinates were established by GPS observations
 NL0066.and adjusted by the National Geodetic Survey in August 1997..
 NL0066
 NL0066.The orthometric height was determined by differential leveling
 NL0066.and adjusted by the National Geodetic Survey in June 1991..
 NL0066
 NL0066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0066
 NL0066.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0066
 NL0066.The ellipsoidal height was determined by GPS observations
 NL0066.and is referenced to NAD 83.
 NL0066
 NL0066.The geoid height was determined by GEOID03.
 NL0066
 NL0066.The dynamic height is computed by dividing the NAVD 88
 NL0066.geopotential number by the normal gravity value computed on the
 NL0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0066.degrees latitude (g = 980.6199 gals.).
 NL0066
 NL0066.The modeled gravity was interpolated from observed gravity values.
 NL0066
 NL0066;                    North         East     Units Scale Factor Converg.
 NL0066;SPC IA N     - 1,080,668.697 1,454,766.678   MT  0.99997504   -0 22 16.8
 NL0066;UTM  15      - 4,675,281.620   413,520.186   MT  0.99969202   -0 42 15.4
 NL0066
 NL0066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0066!SPC IA N     -   0.99995000  x   0.99997504  =   0.99992504
 NL0066!UTM  15      -   0.99995000  x   0.99969202  =   0.99964204
 NL0066
 NL0066                          SUPERSEDED SURVEY CONTROL
 NL0066
 NL0066  ELLIP H (08/25/97)  318.84   (m)                       GP(       ) 4 1
 NL0066  NAD 83(1986)-  42 13 29.73977(N)    094 02 52.48240(W) AD(       ) 3
 NL0066  NAVD 88 (08/25/97)  345.71   (m)         1134.2    (f) LEVELING    3  
 NL0066  NGVD 29 (??/??/92)  345.693  (m)         1134.16   (f) ADJ UNCH    1 2
 NL0066
 NL0066.Superseded values are not recommended for survey control.
 NL0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0066.See file dsdata.txt to determine how the superseded data were derived.
 NL0066
 NL0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG1352075282(NAD 83)
 NL0066_MARKER: DB = BENCH MARK DISK
 NL0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0066_SP_SET: CONCRETE POST
 NL0066_STAMPING: 1134.161 D 3 1930
 NL0066_MARK LOGO: CGS   
 NL0066_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0066+STABILITY: SURFACE MOTION
 NL0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0066+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 NL0066
 NL0066  HISTORY     - Date     Condition        Report By
 NL0066  HISTORY     - 1930     MONUMENTED       CGS
 NL0066  HISTORY     - 1934     GOOD             NGS
 NL0066  HISTORY     - 19890809 GOOD             NGS
 NL0066  HISTORY     - 19950522 GOOD             IAHD
 NL0066  HISTORY     - 19970108 GOOD             IADT
 NL0066  HISTORY     - 20011008 GOOD             JCLS
 NL0066  HISTORY     - 20021031 GOOD             JCLS
 NL0066  HISTORY     - 20031105 GOOD             JCLS
 NL0066
 NL0066                          STATION DESCRIPTION
 NL0066
 NL0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0066'3 MI SE FROM DAYTON.
 NL0066'3.0 MILES SOUTHEAST ALONG THE ABANDONED MINNEAPOLIS AND ST.
 NL0066'LOUIS RAILROAD FROM DAYTON, WEBSTER COUNTY, 1/4 MILE SOUTHEAST
 NL0066'OF MILEPOST 244, 600 FEET NORTHWEST OF A GRAIN ELEVATOR, 21 FEET
 NL0066'WEST OF A ROAD CROSSING, 41 FEET NORTHEAST OF THE CENTERLINE
 NL0066'OF THE TRACK, AND 6 FEET WEST OF A POWER LINE AT THE WEST FENCE
 NL0066'LINE OF A NORTH AND SOUTH ROAD FENCED 50 FEET WIDE.  A STANDARD
 NL0066'DISK, STAMPED 1134.161 D 3 1930 AND SET IN THE TOP OF A CONCRETE
 NL0066'POST.
 NL0066
 NL0066                          STATION RECOVERY (1989)
 NL0066
 NL0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NL0066'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) NORTHEAST OF BOXHOLM,
 NL0066'4.5 KM (2.80 MI) SOUTHEAST OF DAYTON AND ON RIGHT-OF-WAY OF A GRAVEL
 NL0066'ROAD..  OWNERSHIP--DEPARTMENT OF TRANSPORTATION, 800 LINCOLN WAY,
 NL0066'AMES, IA 50010, PHONE 515-239-1101.
 NL0066'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 169, BEECH
 NL0066'STREET, AND SECOND STREET, AT THE TRINITY LUTHERAN CHURCH IN BOXHOLM,
 NL0066'GO NORTH ON US HIGHWAY 169 FOR 5.48 KM (3.40 MI) TO A GRAVEL
 NL0066'CROSSROAD.  TURN RIGHT, EAST, FOR 4.8 KM (3.00 MI) TO AND CROSSROAD
 NL0066'AND THE STATION ON THE LEFT ABOUT 0.08 KM (0.05 MI) NORTH OF THE
 NL0066'INTERSECTION.
 NL0066'THE STATION MARK IS A STANDARD CGS BENCHMARK DISK PROJECTING ABOUT 2
 NL0066'CM.  LOCATED 60.8 M (199.5 FT) NORTH OF THE ROAD CENTER, 47.0 M
 NL0066'(154.2 FT) SOUTH OF THE CENTER OF FIELD ROAD, 8.8 M (28.9 FT) WEST OF
 NL0066'AND 0.5 M (1.6 FT) LOWER THAN THE ROAD CENTER AND 1.2 M (3.9 FT) EAST
 NL0066'OF A METAL WITNESS POST IN THE FENCELINE.
 NL0066'DESCRIBED BY D. A. BOWLING.
 NL0066
 NL0066                          STATION RECOVERY (1995)
 NL0066
 NL0066'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1995
 NL0066'RECOVERED IN GOOD CONDITION.  NOTE--EXCELLENT GPS POINT.
 NL0066
 NL0066                          STATION RECOVERY (1997)
 NL0066
 NL0066'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1997 (DMO)
 NL0066'RECOVERED AS DESCRIBED.  THIS STATION IS LOCATED IN THE SOUTHEAST 1/4
 NL0066'OF SECTION 25, T 86 N, R 28 W.  A PINK STATE HARN SURVEY SIGN WAS SET
 NL0066'1.1 M (3.6 FT) WEST OF THE MONUMENT.
 NL0066
 NL0066                          STATION RECOVERY (2001)
 NL0066
 NL0066'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 NL0066'RECOVERED AS DESCRIBED.
 NL0066
 NL0066                          STATION RECOVERY (2002)
 NL0066
 NL0066'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 NL0066'RECOVERED IN GOOD CONDITION.
 NL0066
 NL0066                          STATION RECOVERY (2003)
 NL0066
 NL0066'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 NL0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0033 ***********************************************************************
 NK0033  DESIGNATION -  D 30
 NK0033  PID         -  NK0033
 NK0033  STATE/COUNTY-  IA/BREMER
 NK0033  USGS QUAD   -  WAVERLY (1963)
 NK0033
 NK0033                         *CURRENT SURVEY CONTROL
 NK0033  ___________________________________________________________________
 NK0033* NAD 83(1986)-  42 44 07.     (N)    092 29 48.     (W)     SCALED    
 NK0033* NAVD 88     -       284.604  (meters)     933.74   (feet)  ADJUSTED  
 NK0033  ___________________________________________________________________
 NK0033  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 NK0033  DYNAMIC HT  -         284.511 (meters)     933.43  (feet)  COMP
 NK0033  MODELED GRAV-     980,287.4   (mgal)                       NAVD 88
 NK0033
 NK0033  VERT ORDER  -  SECOND    CLASS 0
 NK0033
 NK0033.The horizontal coordinates were scaled from a topographic map and have
 NK0033.an estimated accuracy of +/- 6 seconds.
 NK0033
 NK0033.The orthometric height was determined by differential leveling
 NK0033.and adjusted by the National Geodetic Survey in June 1991..
 NK0033
 NK0033.The geoid height was determined by GEOID03.
 NK0033
 NK0033.The dynamic height is computed by dividing the NAVD 88
 NK0033.geopotential number by the normal gravity value computed on the
 NK0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0033.degrees latitude (g = 980.6199 gals.).
 NK0033
 NK0033.The modeled gravity was interpolated from observed gravity values.
 NK0033
 NK0033;                    North         East    Units  Estimated Accuracy
 NK0033;SPC IA N     - 1,137,700.    1,582,160.      MT  (+/- 180 meters Scaled)
 NK0033
 NK0033                          SUPERSEDED SURVEY CONTROL
 NK0033
 NK0033  NGVD 29 (??/??/92)  284.602  (m)          933.73   (f) ADJ UNCH    2 0
 NK0033
 NK0033.Superseded values are not recommended for survey control.
 NK0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0033.See file dsdata.txt to determine how the superseded data were derived.
 NK0033
 NK0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH412315(NAD 83)
 NK0033_MARKER: DB = BENCH MARK DISK
 NK0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0033_STAMPING: D 30 1934
 NK0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0033+STABILITY: SURFACE MOTION
 NK0033
 NK0033  HISTORY     - Date     Condition        Report By
 NK0033  HISTORY     - 1934     MONUMENTED       CGS
 NK0033  HISTORY     - 1934     GOOD             NGS
 NK0033  HISTORY     - 1978     GOOD             LOCENG
 NK0033
 NK0033                          STATION DESCRIPTION
 NK0033
 NK0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0033'1.8 MI N FROM WAVERLY.
 NK0033'1.8 MILES NORTH ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 NK0033'STATION AT WAVERLY, BREMER COUNTY, 168 FEET NORTHWEST OF THE
 NK0033'INTERSECTION WITH THE ILLINOIS CENTRAL RAILROAD, 70 FEET
 NK0033'NORTHWEST OF THE NORTHWEST CORNER OF A SIGNAL HOUSE, 52.2 FEET
 NK0033'NORTHEAST OF THE NORTHEAST RAIL OF THE CHICAGO GREAT WESTERN
 NK0033'RAILROAD TRACK, 48.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 NK0033'ILLINOIS CENTRAL RAILROAD TRACK, AND 8 FEET NORTHWEST OF A
 NK0033'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED D 30 1934
 NK0033'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 NK0033'ABOVE GROUND.
 NK0033
 NK0033                          STATION RECOVERY (1978)
 NK0033
 NK0033'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 NK0033'DELETE 70 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SIGNAL HOUSE.
 NK0033'ADD-- 1 FOOT SOUTHWEST OF THE ILLINOIS CENTRAL R.R. RIGHT-OF-WAY
 NK0033'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0263 ***********************************************************************
 NK0263  DESIGNATION -  D 31
 NK0263  PID         -  NK0263
 NK0263  STATE/COUNTY-  IA/HARDIN
 NK0263  USGS QUAD   -  IOWA FALLS EAST (1979)
 NK0263
 NK0263                         *CURRENT SURVEY CONTROL
 NK0263  ___________________________________________________________________
 NK0263* NAD 83(1986)-  42 31 20.     (N)    093 14 59.     (W)     SCALED    
 NK0263* NAVD 88     -       337.874  (meters)    1108.51   (feet)  ADJUSTED  
 NK0263  ___________________________________________________________________
 NK0263  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 NK0263  DYNAMIC HT  -         337.761 (meters)    1108.14  (feet)  COMP
 NK0263  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 NK0263
 NK0263  VERT ORDER  -  SECOND    CLASS 0
 NK0263
 NK0263.The horizontal coordinates were scaled from a topographic map and have
 NK0263.an estimated accuracy of +/- 6 seconds.
 NK0263
 NK0263.The orthometric height was determined by differential leveling
 NK0263.and adjusted by the National Geodetic Survey in June 1991..
 NK0263
 NK0263.The geoid height was determined by GEOID03.
 NK0263
 NK0263.The dynamic height is computed by dividing the NAVD 88
 NK0263.geopotential number by the normal gravity value computed on the
 NK0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0263.degrees latitude (g = 980.6199 gals.).
 NK0263
 NK0263.The modeled gravity was interpolated from observed gravity values.
 NK0263
 NK0263;                    North         East    Units  Estimated Accuracy
 NK0263;SPC IA N     - 1,113,580.    1,520,560.      MT  (+/- 180 meters Scaled)
 NK0263
 NK0263                          SUPERSEDED SURVEY CONTROL
 NK0263
 NK0263  NGVD 29 (??/??/92)  337.864  (m)         1108.48   (f) ADJ UNCH    2 0
 NK0263
 NK0263.Superseded values are not recommended for survey control.
 NK0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0263.See file dsdata.txt to determine how the superseded data were derived.
 NK0263
 NK0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH794077(NAD 83)
 NK0263_MARKER: DB = BENCH MARK DISK
 NK0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0263_STAMPING: D 31 1934
 NK0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0263+STABILITY: SURFACE MOTION
 NK0263
 NK0263  HISTORY     - Date     Condition        Report By
 NK0263  HISTORY     - 1934     MONUMENTED       CGS
 NK0263  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0263
 NK0263                          STATION DESCRIPTION
 NK0263
 NK0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0263'AT IOWA FALLS.
 NK0263'AT IOWA FALLS, 0.2 MILE EAST OF THE ILLINOIS CENTRAL RAILROAD
 NK0263'STATION, 82 YARDS NORTHWEST OF THE NORTHWEST RAIL OF THE CHICAGO,
 NK0263'ROCK ISLAND AND PACIFIC RAILWAY, 47.5 FEET SOUTH OF THE SOUTH
 NK0263'RAIL OF THE MAIN TRACK OF THE ILLINOIS CENTRAL RAILROAD, AND
 NK0263'38 FEET NORTH OF THE NORTH RAIL OF THE CHICAGO, ROCK ISLAND
 NK0263'AND PACIFIC RAILWAY.  A STANDARD DISK, STAMPED D 31 1934 AND SET
 NK0263'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NK0263
 NK0263                          STATION RECOVERY (1974)
 NK0263
 NK0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0442 ***********************************************************************
 NK0442  DESIGNATION -  D 32
 NK0442  PID         -  NK0442
 NK0442  STATE/COUNTY-  IA/WEBSTER
 NK0442  USGS QUAD   -  DUNCOMBE (1978)
 NK0442
 NK0442                         *CURRENT SURVEY CONTROL
 NK0442  ___________________________________________________________________
 NK0442* NAD 83(1986)-  42 28 18.     (N)    093 59 25.     (W)     SCALED    
 NK0442* NAVD 88     -       337.124  (meters)    1106.05   (feet)  ADJUSTED  
 NK0442  ___________________________________________________________________
 NK0442  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 NK0442  DYNAMIC HT  -         337.039 (meters)    1105.77  (feet)  COMP
 NK0442  MODELED GRAV-     980,358.0   (mgal)                       NAVD 88
 NK0442
 NK0442  VERT ORDER  -  SECOND    CLASS 0
 NK0442
 NK0442.The horizontal coordinates were scaled from a topographic map and have
 NK0442.an estimated accuracy of +/- 6 seconds.
 NK0442
 NK0442.The orthometric height was determined by differential leveling
 NK0442.and adjusted by the National Geodetic Survey in June 1991..
 NK0442
 NK0442.The geoid height was determined by GEOID03.
 NK0442
 NK0442.The dynamic height is computed by dividing the NAVD 88
 NK0442.geopotential number by the normal gravity value computed on the
 NK0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0442.degrees latitude (g = 980.6199 gals.).
 NK0442
 NK0442.The modeled gravity was interpolated from observed gravity values.
 NK0442
 NK0442;                    North         East    Units  Estimated Accuracy
 NK0442;SPC IA N     - 1,108,050.    1,459,680.      MT  (+/- 180 meters Scaled)
 NK0442
 NK0442                          SUPERSEDED SURVEY CONTROL
 NK0442
 NK0442  NGVD 29 (??/??/92)  337.108  (m)         1106.00   (f) ADJ UNCH    2 0
 NK0442
 NK0442.Superseded values are not recommended for survey control.
 NK0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0442.See file dsdata.txt to determine how the superseded data were derived.
 NK0442
 NK0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH185026(NAD 83)
 NK0442_MARKER: DB = BENCH MARK DISK
 NK0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0442_SP_SET: CONCRETE POST
 NK0442_STAMPING: D 32 1934
 NK0442_MARK LOGO: CGS   
 NK0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0442+STABILITY: SURFACE MOTION
 NK0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0442+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1989
 NK0442
 NK0442  HISTORY     - Date     Condition        Report By
 NK0442  HISTORY     - 1934     MONUMENTED       CGS
 NK0442  HISTORY     - 1971     POOR             NGS
 NK0442  HISTORY     - 19890602 POOR             NGS
 NK0442
 NK0442                          STATION DESCRIPTION
 NK0442
 NK0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0442'AT DUNCOMBE.
 NK0442'AT DUNCOMBE, 303 YARDS EAST OF THE ILLINOIS CENTRAL RAILROAD
 NK0442'STATION, OPPOSITE MILEPOST 364, 40 YARDS EAST OF A ROAD CROSSING,
 NK0442'44 FEET SOUTH OF THE SOUTH RAIL, AND 2.5 FEET NORTH OF THE
 NK0442'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 32 1934 AND
 NK0442'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NK0442'GROUND.
 NK0442
 NK0442                          STATION RECOVERY (1971)
 NK0442
 NK0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NK0442'MARK RECOVERED IN POOR CONDITION.
 NK0442
 NK0442                          STATION RECOVERY (1989)
 NK0442
 NK0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NK0442'THE STATION IS LOCATED IN DUNCOMBE IN THE NORTHEAST SECTION OF THE
 NK0442'CITY ABOUT 38.1 M (125.0 FT) NORTHEAST OF THE JUNCTION OF SIMPSON AND
 NK0442'EAGLE STREETS, ABOUT 17.7 KM (11.00 MI) EAST OF FORT DODGE AND ABOUT
 NK0442'13.6 KM (8.45 MI) WEST OF WEBSTER CITY.  NOTE--THIS STATION IS IN POOR
 NK0442'CONDITION USE WITH CAUTION.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION,
 NK0442'800 LINCOLN WAY, AMES, IA 50010, PHONE (512) 239-1101.
 NK0442'TO REACH THE STATION FROM THE JUNCTION OF OLD US HIGHWAY 20 (WHICH
 NK0442'RUNS EAST AND WEST BETWEEN FORT DODGE AND WEBSTER CITY) AND SIMPSON
 NK0442'STREET, GO SOUTH ALONG SIMPSON STREET FOR 0.08 KM (0.05 MI) TO THE
 NK0442'JUNCTION OF EAGLE STREET ON THE LEFT AND THE STATION ABOUT 38.1 M
 NK0442'(125.0 FT) NORTHEAST OF THE JUNCTION IN A GRASSY AREA BETWEEN EAGLE
 NK0442'STREET AND THE RAILROAD.
 NK0442'THE STATION IS A STANDARD CGS BENCHMARK DISK PROJECTING 12-INCHES
 NK0442'ABOVE THE GROUND.  LOCATED 39.9 M (130.9 FT) EAST OF THE CENTER OF
 NK0442'SIMPSON STREET, 17.6 M (57.7 FT) EAST-SOUTHEAST OF A UTILITY POLE,
 NK0442'16.2 M (53.1 FT) NORTH OF THE CENTER OF EAGLE STREET, 13.5 M
 NK0442'(44.3 FT) SOUTH OF THE SOUTH RAIL OF THE TRACKS, 12.8 M (42.0 FT)
 NK0442'WEST-SOUTHWEST OF A UTILITY POLE AND 1.5 M (4.9 FT) LOWER THAN THE
 NK0442'RAILROAD TRACKS.
 NK0442'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0377 ***********************************************************************
 MH0377  DESIGNATION -  D 33
 MH0377  PID         -  MH0377
 MH0377  STATE/COUNTY-  IA/POLK
 MH0377  USGS QUAD   -  DES MOINES SE (1976)
 MH0377
 MH0377                         *CURRENT SURVEY CONTROL
 MH0377  ___________________________________________________________________
 MH0377* NAD 83(1986)-  41 36 54.     (N)    093 35 00.     (W)     SCALED    
 MH0377* NAVD 88     -       248.926  (meters)     816.68   (feet)  ADJUSTED  
 MH0377  ___________________________________________________________________
 MH0377  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 MH0377  DYNAMIC HT  -         248.819 (meters)     816.33  (feet)  COMP
 MH0377  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 MH0377
 MH0377  VERT ORDER  -  SECOND    CLASS 0
 MH0377
 MH0377.The horizontal coordinates were scaled from a topographic map and have
 MH0377.an estimated accuracy of +/- 6 seconds.
 MH0377
 MH0377.The orthometric height was determined by differential leveling
 MH0377.and adjusted by the National Geodetic Survey in June 1991..
 MH0377
 MH0377.The geoid height was determined by GEOID03.
 MH0377
 MH0377.The dynamic height is computed by dividing the NAVD 88
 MH0377.geopotential number by the normal gravity value computed on the
 MH0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0377.degrees latitude (g = 980.6199 gals.).
 MH0377
 MH0377.The modeled gravity was interpolated from observed gravity values.
 MH0377
 MH0377;                    North         East    Units  Estimated Accuracy
 MH0377;SPC IA S     -   179,350.      493,050.      MT  (+/- 180 meters Scaled)
 MH0377
 MH0377                          SUPERSEDED SURVEY CONTROL
 MH0377
 MH0377  NGVD 29 (??/??/92)  248.905  (m)          816.62   (f) ADJ UNCH    2 0
 MH0377
 MH0377.Superseded values are not recommended for survey control.
 MH0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0377.See file dsdata.txt to determine how the superseded data were derived.
 MH0377
 MH0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG514071(NAD 83)
 MH0377_MARKER: DB = BENCH MARK DISK
 MH0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0377_STAMPING: D 33 1934
 MH0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0377+STABILITY: SURFACE MOTION
 MH0377
 MH0377  HISTORY     - Date     Condition        Report By
 MH0377  HISTORY     - 1934     MONUMENTED       CGS
 MH0377
 MH0377                          STATION DESCRIPTION
 MH0377
 MH0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0377'2 MI N FROM DES MOINES.
 MH0377'ABOUT 2 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0377'RAILWAY FROM THE STATION AT DES MOINES, POLK COUNTY, 13 POLES
 MH0377'NORTH OF MILEPOST 75, AT A ROAD CROSSING, 84 FEET SOUTH OF THE
 MH0377'CENTERLINE OF THE ROAD, 19.3 FEET EAST OF THE EAST RAIL, 42.4
 MH0377'FEET WEST OF THE WEST RAIL OF THE CHICAGO GREAT WESTERN RAILROAD,
 MH0377'AND 3.8 FEET NORTHEAST OF POLE 13.  A STANDARD DISK, STAMPED
 MH0377'D 33 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MH0377'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0278 ***********************************************************************
 NK0278  DESIGNATION -  D 34
 NK0278  PID         -  NK0278
 NK0278  STATE/COUNTY-  IA/STORY
 NK0278  USGS QUAD   -  NEVADA (1975)
 NK0278
 NK0278                         *CURRENT SURVEY CONTROL
 NK0278  ___________________________________________________________________
 NK0278* NAD 83(1986)-  42 06 26.     (N)    093 23 44.     (W)     SCALED    
 NK0278* NAVD 88     -       322.292  (meters)    1057.39   (feet)  ADJUSTED  
 NK0278  ___________________________________________________________________
 NK0278  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 NK0278  DYNAMIC HT  -         322.176 (meters)    1057.01  (feet)  COMP
 NK0278  MODELED GRAV-     980,253.9   (mgal)                       NAVD 88
 NK0278
 NK0278  VERT ORDER  -  SECOND    CLASS 0
 NK0278
 NK0278.The horizontal coordinates were scaled from a topographic map and have
 NK0278.an estimated accuracy of +/- 6 seconds.
 NK0278
 NK0278.The orthometric height was determined by differential leveling
 NK0278.and adjusted by the National Geodetic Survey in June 1991..
 NK0278
 NK0278.The geoid height was determined by GEOID03.
 NK0278
 NK0278.The dynamic height is computed by dividing the NAVD 88
 NK0278.geopotential number by the normal gravity value computed on the
 NK0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0278.degrees latitude (g = 980.6199 gals.).
 NK0278
 NK0278.The modeled gravity was interpolated from observed gravity values.
 NK0278
 NK0278;                    North         East    Units  Estimated Accuracy
 NK0278;SPC IA N     - 1,067,450.    1,508,640.      MT  (+/- 180 meters Scaled)
 NK0278
 NK0278                          SUPERSEDED SURVEY CONTROL
 NK0278
 NK0278  NGVD 29 (??/??/92)  322.258  (m)         1057.27   (f) ADJ UNCH    2 0
 NK0278
 NK0278.Superseded values are not recommended for survey control.
 NK0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0278.See file dsdata.txt to determine how the superseded data were derived.
 NK0278
 NK0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG672617(NAD 83)
 NK0278_MARKER: DB = BENCH MARK DISK
 NK0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0278_STAMPING: D 34 1934
 NK0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0278+STABILITY: SURFACE MOTION
 NK0278
 NK0278  HISTORY     - Date     Condition        Report By
 NK0278  HISTORY     - 1934     MONUMENTED       CGS
 NK0278  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0278
 NK0278                          STATION DESCRIPTION
 NK0278
 NK0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0278'3.9 MI S FROM MC CALLSBURG.
 NK0278'3.9 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0278'RAILWAY FROM THE STATION AT MC CALLSBURG, STORY COUNTY, AT A
 NK0278'ROAD CROSSING, 45 FEET EAST OF THE EAST RAIL, 31 FEET NORTH
 NK0278'OF THE CENTERLINE OF THE ROAD, 7.2 FEET NORTH OF A FENCE CORNER,
 NK0278'AND 1.5 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED D 34
 NK0278'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 NK0278'6 INCHES ABOVE GROUND.
 NK0278
 NK0278                          STATION RECOVERY (1975)
 NK0278
 NK0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0707 ***********************************************************************
 OO0707  DESIGNATION -  D 35
 OO0707  PID         -  OO0707
 OO0707  STATE/COUNTY-  IA/HANCOCK
 OO0707  USGS QUAD   -  BRITT (1972)
 OO0707
 OO0707                         *CURRENT SURVEY CONTROL
 OO0707  ___________________________________________________________________
 OO0707* NAD 83(1986)-  43 06 27.     (N)    093 46 29.     (W)     SCALED    
 OO0707* NAVD 88     -       368.424  (meters)    1208.74   (feet)  ADJUSTED  
 OO0707  ___________________________________________________________________
 OO0707  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 OO0707  DYNAMIC HT  -         368.305 (meters)    1208.35  (feet)  COMP
 OO0707  MODELED GRAV-     980,285.9   (mgal)                       NAVD 88
 OO0707
 OO0707  VERT ORDER  -  SECOND    CLASS 0
 OO0707
 OO0707.The horizontal coordinates were scaled from a topographic map and have
 OO0707.an estimated accuracy of +/- 6 seconds.
 OO0707
 OO0707.The orthometric height was determined by differential leveling
 OO0707.and adjusted by the National Geodetic Survey in June 1991..
 OO0707
 OO0707.The geoid height was determined by GEOID03.
 OO0707
 OO0707.The dynamic height is computed by dividing the NAVD 88
 OO0707.geopotential number by the normal gravity value computed on the
 OO0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0707.degrees latitude (g = 980.6199 gals.).
 OO0707
 OO0707.The modeled gravity was interpolated from observed gravity values.
 OO0707
 OO0707;                    North         East    Units  Estimated Accuracy
 OO0707;SPC IA N     - 1,178,600.    1,477,640.      MT  (+/- 180 meters Scaled)
 OO0707
 OO0707                          SUPERSEDED SURVEY CONTROL
 OO0707
 OO0707  NGVD 29 (??/??/92)  368.381  (m)         1208.60   (f) ADJ UNCH    2 0
 OO0707
 OO0707.Superseded values are not recommended for survey control.
 OO0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0707.See file dsdata.txt to determine how the superseded data were derived.
 OO0707
 OO0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH369730(NAD 83)
 OO0707_MARKER: DB = BENCH MARK DISK
 OO0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0707_STAMPING: D 35 1934
 OO0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0707+STABILITY: SURFACE MOTION
 OO0707
 OO0707  HISTORY     - Date     Condition        Report By
 OO0707  HISTORY     - 1934     MONUMENTED       CGS
 OO0707  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0707
 OO0707                          STATION DESCRIPTION
 OO0707
 OO0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0707'1.7 MI NE FROM BRITT.
 OO0707'1.7 MILES NORTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILWAY FROM
 OO0707'THE STATION AT BRITT, 0.2 MILE NORTHEAST OF MILEPOST 166, 250 YARDS
 OO0707'SOUTHWEST OF A ROAD CROSSING, 100 YARDS SOUTHWEST OF A 2-FOOT CULVERT,
 OO0707'46 FEET NORTHWEST OF THE NORTHWEST RAIL, 32 FEET SOUTHWEST OF A FENCE
 OO0707'CORNER, AND 2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OO0707'DISK, STAMPED D 35 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0707'PROJECTING 2 INCHES ABOVE GROUND.  NOTE-- THE MINNEAPOLIS AND ST.
 OO0707'LOUIS RAILWAY HAS BEEN MERGED WITH THE CHICAGO AND NORTHWESTERN
 OO0707'RAILWAY ON NOVEMBER 1960.
 OO0707
 OO0707                          STATION RECOVERY (1972)
 OO0707
 OO0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0284 ***********************************************************************
 OO0284  DESIGNATION -  D 36
 OO0284  PID         -  OO0284
 OO0284  STATE/COUNTY-  IA/FLOYD
 OO0284  USGS QUAD   -  RUDD (1971)
 OO0284
 OO0284                         *CURRENT SURVEY CONTROL
 OO0284  ___________________________________________________________________
 OO0284* NAD 83(1986)-  43 08 27.     (N)    092 58 43.     (W)     SCALED    
 OO0284* NAVD 88     -       333.152  (meters)    1093.02   (feet)  ADJUSTED  
 OO0284  ___________________________________________________________________
 OO0284  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OO0284  DYNAMIC HT  -         333.058 (meters)    1092.71  (feet)  COMP
 OO0284  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 OO0284
 OO0284  VERT ORDER  -  SECOND    CLASS 0
 OO0284
 OO0284.The horizontal coordinates were scaled from a topographic map and have
 OO0284.an estimated accuracy of +/- 6 seconds.
 OO0284
 OO0284.The orthometric height was determined by differential leveling
 OO0284.and adjusted by the National Geodetic Survey in June 1991..
 OO0284
 OO0284.The geoid height was determined by GEOID03.
 OO0284
 OO0284.The dynamic height is computed by dividing the NAVD 88
 OO0284.geopotential number by the normal gravity value computed on the
 OO0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0284.degrees latitude (g = 980.6199 gals.).
 OO0284
 OO0284.The modeled gravity was interpolated from observed gravity values.
 OO0284
 OO0284;                    North         East    Units  Estimated Accuracy
 OO0284;SPC IA N     - 1,182,390.    1,542,420.      MT  (+/- 180 meters Scaled)
 OO0284
 OO0284                          SUPERSEDED SURVEY CONTROL
 OO0284
 OO0284  NGVD 29 (??/??/92)  333.147  (m)         1093.00   (f) ADJ UNCH    2 0
 OO0284
 OO0284.Superseded values are not recommended for survey control.
 OO0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0284.See file dsdata.txt to determine how the superseded data were derived.
 OO0284
 OO0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH017764(NAD 83)
 OO0284_MARKER: DB = BENCH MARK DISK
 OO0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0284_STAMPING: D 36 1934
 OO0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0284+STABILITY: SURFACE MOTION
 OO0284
 OO0284  HISTORY     - Date     Condition        Report By
 OO0284  HISTORY     - 1934     MONUMENTED       CGS
 OO0284  HISTORY     - 1971     MARK NOT FOUND   USGS
 OO0284
 OO0284                          STATION DESCRIPTION
 OO0284
 OO0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0284'1 MI E FROM NORA SPRINGS.
 OO0284'1 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0284'RAILROAD FROM THE STATION AT NORA SPRINGS, FLOYD COUNTY, 29.5 FEET
 OO0284'NORTH OF THE NORTH RAIL, AND 51 FEET SOUTH OF THE CENTERLINE OF U.S.
 OO0284'HIGHWAY 18.  A STANDARD DISK, STAMPED D 36 1934 AND SET IN THE TOP OF
 OO0284'A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 OO0284
 OO0284                          STATION RECOVERY (1971)
 OO0284
 OO0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OO0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0227 ***********************************************************************
 OO0227  DESIGNATION -  D 37
 OO0227  PID         -  OO0227
 OO0227  STATE/COUNTY-  IA/CHICKASAW
 OO0227  USGS QUAD   -  LAWLER (1981)
 OO0227
 OO0227                         *CURRENT SURVEY CONTROL
 OO0227  ___________________________________________________________________
 OO0227* NAD 83(1986)-  43 04 33.     (N)    092 11 29.     (W)     SCALED    
 OO0227* NAVD 88     -       362.302  (meters)    1188.65   (feet)  ADJUSTED  
 OO0227  ___________________________________________________________________
 OO0227  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 OO0227  DYNAMIC HT  -         362.203 (meters)    1188.33  (feet)  COMP
 OO0227  MODELED GRAV-     980,336.5   (mgal)                       NAVD 88
 OO0227
 OO0227  VERT ORDER  -  SECOND    CLASS 0
 OO0227
 OO0227.The horizontal coordinates were scaled from a topographic map and have
 OO0227.an estimated accuracy of +/- 6 seconds.
 OO0227
 OO0227.The orthometric height was determined by differential leveling
 OO0227.and adjusted by the National Geodetic Survey in June 1991..
 OO0227
 OO0227.The geoid height was determined by GEOID03.
 OO0227
 OO0227.The dynamic height is computed by dividing the NAVD 88
 OO0227.geopotential number by the normal gravity value computed on the
 OO0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0227.degrees latitude (g = 980.6199 gals.).
 OO0227
 OO0227.The modeled gravity was interpolated from observed gravity values.
 OO0227
 OO0227;                    North         East    Units  Estimated Accuracy
 OO0227;SPC IA N     - 1,175,870.    1,606,570.      MT  (+/- 180 meters Scaled)
 OO0227
 OO0227                          SUPERSEDED SURVEY CONTROL
 OO0227
 OO0227  NGVD 29 (??/??/92)  362.304  (m)         1188.66   (f) ADJ UNCH    2 0
 OO0227
 OO0227.Superseded values are not recommended for survey control.
 OO0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0227.See file dsdata.txt to determine how the superseded data were derived.
 OO0227
 OO0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH658695(NAD 83)
 OO0227_MARKER: DB = BENCH MARK DISK
 OO0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0227_STAMPING: D 37 1934
 OO0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0227+STABILITY: SURFACE MOTION
 OO0227
 OO0227  HISTORY     - Date     Condition        Report By
 OO0227  HISTORY     - 1934     MONUMENTED       CGS
 OO0227
 OO0227                          STATION DESCRIPTION
 OO0227
 OO0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0227'6.8 MI E FROM NEW HAMPTON.
 OO0227'6.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0227'RAILROAD FROM THE STATION AT NEW HAMPTON, 66 FEET WEST OF THE CENTER
 OO0227'OF A SECTION-ROAD CROSSING, 46 FEET SOUTH OF THE SOUTH RAIL, AND 2.5
 OO0227'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 37
 OO0227'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 OO0227'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0632 ***********************************************************************
 NJ0632  DESIGNATION -  D 38
 NJ0632  PID         -  NJ0632
 NJ0632  STATE/COUNTY-  IA/FAYETTE
 NJ0632  USGS QUAD   -  OELWEIN (1981)
 NJ0632
 NJ0632                         *CURRENT SURVEY CONTROL
 NJ0632  ___________________________________________________________________
 NJ0632* NAD 83(1986)-  42 42 52.     (N)    091 57 17.     (W)     SCALED    
 NJ0632* NAVD 88     -       318.430  (meters)    1044.72   (feet)  ADJUSTED  
 NJ0632  ___________________________________________________________________
 NJ0632  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 NJ0632  DYNAMIC HT  -         318.337 (meters)    1044.41  (feet)  COMP
 NJ0632  MODELED GRAV-     980,319.9   (mgal)                       NAVD 88
 NJ0632
 NJ0632  VERT ORDER  -  SECOND    CLASS 0
 NJ0632
 NJ0632.The horizontal coordinates were scaled from a topographic map and have
 NJ0632.an estimated accuracy of +/- 6 seconds.
 NJ0632
 NJ0632.The orthometric height was determined by differential leveling
 NJ0632.and adjusted by the National Geodetic Survey in June 1991..
 NJ0632
 NJ0632.The geoid height was determined by GEOID03.
 NJ0632
 NJ0632.The dynamic height is computed by dividing the NAVD 88
 NJ0632.geopotential number by the normal gravity value computed on the
 NJ0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0632.degrees latitude (g = 980.6199 gals.).
 NJ0632
 NJ0632.The modeled gravity was interpolated from observed gravity values.
 NJ0632
 NJ0632;                    North         East    Units  Estimated Accuracy
 NJ0632;SPC IA N     - 1,136,050.    1,626,570.      MT  (+/- 180 meters Scaled)
 NJ0632
 NJ0632                          SUPERSEDED SURVEY CONTROL
 NJ0632
 NJ0632  NGVD 29 (??/??/92)  318.452  (m)         1044.79   (f) ADJ UNCH    2 0
 NJ0632
 NJ0632.Superseded values are not recommended for survey control.
 NJ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0632.See file dsdata.txt to determine how the superseded data were derived.
 NJ0632
 NJ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH855296(NAD 83)
 NJ0632_MARKER: DB = BENCH MARK DISK
 NJ0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0632_STAMPING: D 38 1934
 NJ0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0632+STABILITY: SURFACE MOTION
 NJ0632
 NJ0632  HISTORY     - Date     Condition        Report By
 NJ0632  HISTORY     - 1934     MONUMENTED       CGS
 NJ0632  HISTORY     - 1984     GOOD             NGS
 NJ0632
 NJ0632                          STATION DESCRIPTION
 NJ0632
 NJ0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0632'3.2 MI NW FROM OELWEIN.
 NJ0632'3.2 MILES NORTHWEST ALONG THE CHICAGO, GREAT WESTERN RAILROAD
 NJ0632'FROM THE STATION AT OELWEIN, FAYETTE COUNTY, 105 FEET SOUTHWEST
 NJ0632'OF MILEPOST 176, 180 FEET SOUTH OF THE CENTERLINE OF STATE
 NJ0632'HIGHWAY 10, 45.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 45.3
 NJ0632'FEET NORTH OF A FENCE CORNER, AND 1.5 FEET NORTHEAST OF THE
 NJ0632'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 38 1934 AND
 NJ0632'SET IN THE TOP OF A CONCRETE PROJECTING ABOUT 1 INCH ABOVE
 NJ0632'GROUND.
 NJ0632
 NJ0632                          STATION RECOVERY (1984)
 NJ0632
 NJ0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NJ0632'ABOUT 5.15 KM (3.2 MI) NORTHWEST ALONG THE CNWRR RAILROAD FROM THE
 NJ0632'OLD STATION AT OELWEIN, OR, 4.18 KM (2.6 MI) NORTH ALONG STATE
 NJ0632'HIGHWAYS 3 AND 150, FROM THEIR JUNCTION IN OELWEIN, THENCE 3.38 KM
 NJ0632'(2.1 MI) LEFT AND WEST ALONG HIGHWAY 3 TO THE CNWRR CROSSING AND THE
 NJ0632'MARK ON THE LEFT, 54.9 MILES (180 FT) SOUTH FROM THE CENTERLINE OF
 NJ0632'THE HIGHWAY, 32.9 MILES (105.0 FT) SOUTH-SOUTHWEST FROM MILEPOST 354,
 NJ0632'13.96 MILES (45.5 MILES) SOUTHWEST FROM THE SOUTHWEST RAIL, 8.38
 NJ0632'MILES (27.5 FT) NORTHWEST FROM A FENCE CORNER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0166 ***********************************************************************
 NK0166  DESIGNATION -  D 39
 NK0166  PID         -  NK0166
 NK0166  STATE/COUNTY-  IA/BLACK HAWK
 NK0166  USGS QUAD   -  NEW HARTFORD (1971)
 NK0166
 NK0166                         *CURRENT SURVEY CONTROL
 NK0166  ___________________________________________________________________
 NK0166* NAD 83(1986)-  42 35 04.     (N)    092 30 05.     (W)     SCALED    
 NK0166* NAVD 88     -       264.846  (meters)     868.92   (feet)  ADJUSTED  
 NK0166  ___________________________________________________________________
 NK0166  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 NK0166  DYNAMIC HT  -         264.758 (meters)     868.63  (feet)  COMP
 NK0166  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 NK0166
 NK0166  VERT ORDER  -  SECOND    CLASS 0
 NK0166
 NK0166.The horizontal coordinates were scaled from a topographic map and have
 NK0166.an estimated accuracy of +/- 6 seconds.
 NK0166
 NK0166.The orthometric height was determined by differential leveling
 NK0166.and adjusted by the National Geodetic Survey in June 1991..
 NK0166
 NK0166.The geoid height was determined by GEOID03.
 NK0166
 NK0166.The dynamic height is computed by dividing the NAVD 88
 NK0166.geopotential number by the normal gravity value computed on the
 NK0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0166.degrees latitude (g = 980.6199 gals.).
 NK0166
 NK0166.The modeled gravity was interpolated from observed gravity values.
 NK0166
 NK0166;                    North         East    Units  Estimated Accuracy
 NK0166;SPC IA N     - 1,120,940.    1,581,970.      MT  (+/- 180 meters Scaled)
 NK0166
 NK0166                          SUPERSEDED SURVEY CONTROL
 NK0166
 NK0166  NGVD 29 (??/??/92)  264.858  (m)          868.96   (f) ADJ UNCH    2 0
 NK0166
 NK0166.Superseded values are not recommended for survey control.
 NK0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0166.See file dsdata.txt to determine how the superseded data were derived.
 NK0166
 NK0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH409147(NAD 83)
 NK0166_MARKER: DB = BENCH MARK DISK
 NK0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0166_STAMPING: D 39 1934
 NK0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0166+STABILITY: SURFACE MOTION
 NK0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0166+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2001
 NK0166
 NK0166  HISTORY     - Date     Condition        Report By
 NK0166  HISTORY     - 1934     MONUMENTED       CGS
 NK0166  HISTORY     - 20011101 GOOD             BHCIAE
 NK0166
 NK0166                          STATION DESCRIPTION
 NK0166
 NK0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0166'5.1 MI NW FROM CEDAR FALLS.
 NK0166'5.1 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0166'RAILWAY FROM THE STATION AT CEDAR FALLS, BLACK HAWK COUNTY,
 NK0166'59 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE NORTHEAST
 NK0166'SIDETRACK, 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 1.6
 NK0166'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 NK0166'STAMPED D 39 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NK0166'6 INCHES ABOVE GROUND.
 NK0166
 NK0166                          STATION RECOVERY (2001)
 NK0166
 NK0166'RECOVERY NOTE BY BLACK HAWK COUNTY IOWA ENGINEER 2001 (GAT)
 NK0166'+/- 950' EASTERLY FROM CENTER SECTION 28-T90N-R14W ALONG DIRT ROAD TO
 NK0166'RRX-ING. NORTHERLY ALONG R.R. +/- 2586'. NO SIDETRACK PER CGS.      48
 NK0166'FEET W/SW OF W.'LY RAIL, AND 2 FEET E.'LY OF WEST R.R. ROW FENCE
 NK0166'(WIRE).  CLEARED AREA, EXCEPT PINES WEST. STANDARD DISK STAMPED D39
 NK0166'1934 W/ MONUMENT 4IN. ABOVE GROUND.  UPDATED HORIZ. POS. TO
 NK0166'N=1120955.322 E=1581938.375 (MTR) SPC IA N. RTKGPS +/- 0.01 (MTR).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0356 ***********************************************************************
 MH0356  DESIGNATION -  D 4
 MH0356  PID         -  MH0356
 MH0356  STATE/COUNTY-  IA/DALLAS
 MH0356  USGS QUAD   -  COMMERCE (1976)
 MH0356
 MH0356                         *CURRENT SURVEY CONTROL
 MH0356  ___________________________________________________________________
 MH0356* NAD 83(1986)-  41 36 01.     (N)    093 51 11.     (W)     SCALED    
 MH0356* NAVD 88     -       318.675  (meters)    1045.52   (feet)  ADJUSTED  
 MH0356  ___________________________________________________________________
 MH0356  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 MH0356  DYNAMIC HT  -         318.536 (meters)    1045.06  (feet)  COMP
 MH0356  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 MH0356
 MH0356  VERT ORDER  -  FIRST     CLASS II
 MH0356
 MH0356.The horizontal coordinates were scaled from a topographic map and have
 MH0356.an estimated accuracy of +/- 6 seconds.
 MH0356
 MH0356.The orthometric height was determined by differential leveling
 MH0356.and adjusted by the National Geodetic Survey in June 1991..
 MH0356
 MH0356.The geoid height was determined by GEOID03.
 MH0356
 MH0356.The dynamic height is computed by dividing the NAVD 88
 MH0356.geopotential number by the normal gravity value computed on the
 MH0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0356.degrees latitude (g = 980.6199 gals.).
 MH0356
 MH0356.The modeled gravity was interpolated from observed gravity values.
 MH0356
 MH0356;                    North         East    Units  Estimated Accuracy
 MH0356;SPC IA S     -   177,770.      470,570.      MT  (+/- 180 meters Scaled)
 MH0356
 MH0356                          SUPERSEDED SURVEY CONTROL
 MH0356
 MH0356  NGVD 29 (??/??/92)  318.618  (m)         1045.33   (f) ADJ UNCH    1 2
 MH0356
 MH0356.Superseded values are not recommended for survey control.
 MH0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0356.See file dsdata.txt to determine how the superseded data were derived.
 MH0356
 MH0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG289057(NAD 83)
 MH0356_MARKER: DB = BENCH MARK DISK
 MH0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0356_STAMPING: 1045.333 D 4 1930
 MH0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0356+STABILITY: SURFACE MOTION
 MH0356
 MH0356  HISTORY     - Date     Condition        Report By
 MH0356  HISTORY     - 1930     MONUMENTED       CGS
 MH0356  HISTORY     - 1934     GOOD             NGS
 MH0356
 MH0356                          STATION DESCRIPTION
 MH0356
 MH0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0356'2 MI SE FROM WAUKEE.
 MH0356'2.0 MILES SOUTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 MH0356'FROM WAUKEE, DALLAS COUNTY, AT A ROAD CROSSING, AT THE NORTHWEST
 MH0356'CORNER OF A LARGE GROVE OF TREES, 74 FEET SOUTHWEST OF A
 MH0356'POWERLINE POLE, 34 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 MH0356'AND 22 FEET SOUTH OF THE SOUTH FENCE LINE OF THE ROAD FENCED 54
 MH0356'FEET WIDE.  A STANDARD DISK, STAMPED 1045.333 D 4 1930 AND SET
 MH0356'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0265 ***********************************************************************
 OO0265  DESIGNATION -  D 40
 OO0265  PID         -  OO0265
 OO0265  STATE/COUNTY-  IA/MITCHELL
 OO0265  USGS QUAD   -  ORCHARD (1971)
 OO0265
 OO0265                         *CURRENT SURVEY CONTROL
 OO0265  ___________________________________________________________________
 OO0265* NAD 83(1986)-  43 12 45.     (N)    092 45 29.     (W)     SCALED    
 OO0265* NAVD 88     -       330.695  (meters)    1084.96   (feet)  ADJUSTED  
 OO0265  ___________________________________________________________________
 OO0265  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 OO0265  DYNAMIC HT  -         330.596 (meters)    1084.63  (feet)  COMP
 OO0265  MODELED GRAV-     980,314.0   (mgal)                       NAVD 88
 OO0265
 OO0265  VERT ORDER  -  SECOND    CLASS 0
 OO0265
 OO0265.The horizontal coordinates were scaled from a topographic map and have
 OO0265.an estimated accuracy of +/- 6 seconds.
 OO0265
 OO0265.The orthometric height was determined by differential leveling
 OO0265.and adjusted by the National Geodetic Survey in June 1991..
 OO0265
 OO0265.The geoid height was determined by GEOID03.
 OO0265
 OO0265.The dynamic height is computed by dividing the NAVD 88
 OO0265.geopotential number by the normal gravity value computed on the
 OO0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0265.degrees latitude (g = 980.6199 gals.).
 OO0265
 OO0265.The modeled gravity was interpolated from observed gravity values.
 OO0265
 OO0265;                    North         East    Units  Estimated Accuracy
 OO0265;SPC IA N     - 1,190,490.    1,560,290.      MT  (+/- 180 meters Scaled)
 OO0265
 OO0265                          SUPERSEDED SURVEY CONTROL
 OO0265
 OO0265  NGVD 29 (??/??/92)  330.684  (m)         1084.92   (f) ADJ UNCH    2 0
 OO0265
 OO0265.Superseded values are not recommended for survey control.
 OO0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0265.See file dsdata.txt to determine how the superseded data were derived.
 OO0265
 OO0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH196844(NAD 83)
 OO0265_MARKER: DB = BENCH MARK DISK
 OO0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0265_STAMPING: D 40 1934
 OO0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0265+STABILITY: SURFACE MOTION
 OO0265
 OO0265  HISTORY     - Date     Condition        Report By
 OO0265  HISTORY     - 1934     MONUMENTED       CGS
 OO0265
 OO0265                          STATION DESCRIPTION
 OO0265
 OO0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0265'1.2 MI SE FROM ORCHARD.
 OO0265'1.2 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 OO0265'STATION AT ORCHARD, MITCHELL COUNTY, 130 YARDS SOUTHEAST OF WOODEN
 OO0265'TRESTLE C 52-9, 70 YARDS SOUTHEAST OF A SECTION ROAD CROSSING, 41.5
 OO0265'FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 4.9 FEET NORTHEAST OF THE
 OO0265'RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED D 40 1934 AND SET IN THE
 OO0265'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0308 ***********************************************************************
 OO0308  DESIGNATION -  D 41
 OO0308  PID         -  OO0308
 OO0308  STATE/COUNTY-  IA/MITCHELL
 OO0308  USGS QUAD   -  MC INTIRE (1972)
 OO0308
 OO0308                         *CURRENT SURVEY CONTROL
 OO0308  ___________________________________________________________________
 OO0308* NAD 83(1986)-  43 26 03.     (N)    092 35 36.     (W)     SCALED    
 OO0308* NAVD 88     -       386.694  (meters)    1268.68   (feet)  ADJUSTED  
 OO0308  ___________________________________________________________________
 OO0308  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 OO0308  DYNAMIC HT  -         386.594 (meters)    1268.35  (feet)  COMP
 OO0308  MODELED GRAV-     980,349.8   (mgal)                       NAVD 88
 OO0308
 OO0308  VERT ORDER  -  SECOND    CLASS 0
 OO0308
 OO0308.The horizontal coordinates were scaled from a topographic map and have
 OO0308.an estimated accuracy of +/- 6 seconds.
 OO0308
 OO0308.The orthometric height was determined by differential leveling
 OO0308.and adjusted by the National Geodetic Survey in June 1991..
 OO0308
 OO0308.The geoid height was determined by GEOID03.
 OO0308
 OO0308.The dynamic height is computed by dividing the NAVD 88
 OO0308.geopotential number by the normal gravity value computed on the
 OO0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0308.degrees latitude (g = 980.6199 gals.).
 OO0308
 OO0308.The modeled gravity was interpolated from observed gravity values.
 OO0308
 OO0308;                    North         East    Units  Estimated Accuracy
 OO0308;SPC IA N     - 1,215,250.    1,573,410.      MT  (+/- 180 meters Scaled)
 OO0308
 OO0308                          SUPERSEDED SURVEY CONTROL
 OO0308
 OO0308  NGVD 29 (??/??/92)  386.683  (m)         1268.64   (f) ADJ UNCH    2 0
 OO0308
 OO0308.Superseded values are not recommended for survey control.
 OO0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0308.See file dsdata.txt to determine how the superseded data were derived.
 OO0308
 OO0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ329091(NAD 83)
 OO0308_MARKER: DB = BENCH MARK DISK
 OO0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0308_STAMPING: D 41 1934
 OO0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0308+STABILITY: SURFACE MOTION
 OO0308
 OO0308  HISTORY     - Date     Condition        Report By
 OO0308  HISTORY     - 1934     MONUMENTED       CGS
 OO0308  HISTORY     - 1971     MARK NOT FOUND   USGS
 OO0308
 OO0308                          STATION DESCRIPTION
 OO0308
 OO0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0308'0.3 MI SW FROM MCINTIRE.
 OO0308'0.3 MILE SOUTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0308'STATION AT MCINTIRE, MITCHELL COUNTY, 99 FEET NORTHWEST OF A ROAD
 OO0308'CROSSING, 60 FEET WEST OF THE CENTERLINE OF THE ROAD, 74 FEET
 OO0308'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 41 FEET SOUTH OF
 OO0308'THE CENTERLINE OF A STREET, 20 FEET SOUTHWEST OF A FENCE CORNER, AND 2
 OO0308'FEET SOUTHEAST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED D
 OO0308'41 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 OO0308'ABOVE GROUND.
 OO0308
 OO0308                          STATION RECOVERY (1971)
 OO0308
 OO0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OO0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0234 ***********************************************************************
 MH0234  DESIGNATION -  D 5
 MH0234  PID         -  MH0234
 MH0234  STATE/COUNTY-  IA/MARION
 MH0234  USGS QUAD   -  OTLEY (1965)
 MH0234
 MH0234                         *CURRENT SURVEY CONTROL
 MH0234  ___________________________________________________________________
 MH0234* NAD 83(1986)-  41 29 19.     (N)    093 04 07.     (W)     SCALED    
 MH0234* NAVD 88     -       275.072  (meters)     902.47   (feet)  ADJUSTED  
 MH0234  ___________________________________________________________________
 MH0234  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 MH0234  DYNAMIC HT  -         274.956 (meters)     902.08  (feet)  COMP
 MH0234  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 MH0234
 MH0234  VERT ORDER  -  FIRST     CLASS II
 MH0234
 MH0234.The horizontal coordinates were scaled from a topographic map and have
 MH0234.an estimated accuracy of +/- 6 seconds.
 MH0234
 MH0234.The orthometric height was determined by differential leveling
 MH0234.and adjusted by the National Geodetic Survey in June 1991..
 MH0234
 MH0234.The geoid height was determined by GEOID03.
 MH0234
 MH0234.The dynamic height is computed by dividing the NAVD 88
 MH0234.geopotential number by the normal gravity value computed on the
 MH0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0234.degrees latitude (g = 980.6199 gals.).
 MH0234
 MH0234.The modeled gravity was interpolated from observed gravity values.
 MH0234
 MH0234;                    North         East    Units  Estimated Accuracy
 MH0234;SPC IA S     -   165,400.      536,020.      MT  (+/- 180 meters Scaled)
 MH0234
 MH0234                          SUPERSEDED SURVEY CONTROL
 MH0234
 MH0234  NGVD 29 (??/??/92)  275.040  (m)          902.36   (f) ADJ UNCH    1 2
 MH0234
 MH0234.Superseded values are not recommended for survey control.
 MH0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0234.See file dsdata.txt to determine how the superseded data were derived.
 MH0234
 MH0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF942930(NAD 83)
 MH0234_MARKER: DB = BENCH MARK DISK
 MH0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0234_STAMPING: 902.360 D 5 1930
 MH0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0234+STABILITY: SURFACE MOTION
 MH0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0234+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2003
 MH0234
 MH0234  HISTORY     - Date     Condition        Report By
 MH0234  HISTORY     - 1930     MONUMENTED       CGS
 MH0234  HISTORY     - 1934     GOOD             NGS
 MH0234  HISTORY     - 20031106 GOOD             JCLS
 MH0234
 MH0234                          STATION DESCRIPTION
 MH0234
 MH0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0234'3.2 MI SE FROM MONROE.
 MH0234'IN MARION COUNTY, 3.2 MILES SOUTHEAST ALONG THE CHICAGO, ROCK
 MH0234'ISLAND AND PACIFIC RAILWAY FROM MONROE, JASPER COUNTY, NEAR A
 MH0234'FARM-ROAD CROSSING, 87 FEET EAST OF STATE HIGHWAY 163 AT STATION
 MH0234'84, AND 22 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A
 MH0234'STANDARD DISK, STAMPED 902.360 D 5 1930 AND SET IN THE TOP OF
 MH0234'A CONCRETE POST.
 MH0234
 MH0234                          STATION RECOVERY (2003)
 MH0234
 MH0234'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 MH0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0054 ***********************************************************************
 MH0054  CBN         -  This is a Cooperative Base Network Control Station.
 MH0054  DESIGNATION -  D 6
 MH0054  PID         -  MH0054
 MH0054  STATE/COUNTY-  IA/WAPELLO
 MH0054  USGS QUAD   -  FARSON (1976)
 MH0054
 MH0054                         *CURRENT SURVEY CONTROL
 MH0054  ___________________________________________________________________
 MH0054* NAD 83(1996)-  41 05 23.11035(N)    092 21 45.31115(W)     ADJUSTED  
 MH0054* NAVD 88     -       244.457  (meters)     802.02   (feet)  ADJUSTED  
 MH0054  ___________________________________________________________________
 MH0054  X           -    -198,457.091 (meters)                     COMP
 MH0054  Y           -  -4,810,113.275 (meters)                     COMP
 MH0054  Z           -   4,170,079.869 (meters)                     COMP
 MH0054  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 MH0054  ELLIP HEIGHT-         211.85  (meters)          (07/28/03) GPS OBS
 MH0054  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MH0054  DYNAMIC HT  -         244.348 (meters)     801.67  (feet)  COMP
 MH0054  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 MH0054
 MH0054  HORZ ORDER  -  A
 MH0054  VERT ORDER  -  FIRST     CLASS II
 MH0054  ELLP ORDER  -  FOURTH    CLASS I
 MH0054
 MH0054.The horizontal coordinates were established by GPS observations
 MH0054.and adjusted by the National Geodetic Survey in July 2003..
 MH0054
 MH0054.The orthometric height was determined by differential leveling
 MH0054.and adjusted by the National Geodetic Survey in June 1991..
 MH0054
 MH0054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0054
 MH0054.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0054
 MH0054.The ellipsoidal height was determined by GPS observations
 MH0054.and is referenced to NAD 83.
 MH0054
 MH0054.The geoid height was determined by GEOID03.
 MH0054
 MH0054.The dynamic height is computed by dividing the NAVD 88
 MH0054.geopotential number by the normal gravity value computed on the
 MH0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0054.degrees latitude (g = 980.6199 gals.).
 MH0054
 MH0054.The modeled gravity was interpolated from observed gravity values.
 MH0054
 MH0054;                    North         East     Units Scale Factor Converg.
 MH0054;SPC IA S     -   121,639.960   595,559.091   MT  0.99995024   +0 44 57.2
 MH0054;UTM  15      - 4,548,916.282   553,534.824   MT  0.99963527   +0 25 08.2
 MH0054
 MH0054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0054!SPC IA S     -   0.99996677  x   0.99995024  =   0.99991701
 MH0054!UTM  15      -   0.99996677  x   0.99963527  =   0.99960205
 MH0054
 MH0054                          SUPERSEDED SURVEY CONTROL
 MH0054
 MH0054  NAVD 88 (07/28/03)  244.46   (m)          802.0    (f) LEVELING    3  
 MH0054  NGVD 29 (??/??/92)  244.450  (m)          802.00   (f) ADJ UNCH    1 2
 MH0054
 MH0054.Superseded values are not recommended for survey control.
 MH0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0054.See file dsdata.txt to determine how the superseded data were derived.
 MH0054
 MH0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF5353548916(NAD 83)
 MH0054_MARKER: DB = BENCH MARK DISK
 MH0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0054_STAMPING: 802.000 D 6 1930
 MH0054_MARK LOGO: CGS   
 MH0054_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0054+STABILITY: SURFACE MOTION
 MH0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0054+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 MH0054
 MH0054  HISTORY     - Date     Condition        Report By
 MH0054  HISTORY     - 1930     MONUMENTED       CGS
 MH0054  HISTORY     - 1940     GOOD             NGS
 MH0054  HISTORY     - 20030205 GOOD             USDA
 MH0054
 MH0054                          STATION DESCRIPTION
 MH0054
 MH0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MH0054'3.5 MI NE FROM RUTLEDGE.
 MH0054'3.5 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MH0054'PACIFIC RAILROAD FROM RUTLEDGE, WAPELLO COUNTY, 1.0 MILE NORTHEAST
 MH0054'OF THE COUNTY HOME, 9 FEET EAST OF THE EAST FENCE LINE OF A
 MH0054'NORTH-AND-SOUTH ROAD FENCED 61 FEET WIDE, AND 46 FEET NORTHWEST
 MH0054'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 802.000
 MH0054'D 6 1930 AND SET IN THE TOP OF A CONCRETE POST.
 MH0054
 MH0054                          STATION RECOVERY (2003)
 MH0054
 MH0054'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 2003 (NF)
 MH0054'RECOVERED AS DESCRIBED.
 MH0054' 
 MH0054'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0037 ***********************************************************************
 LE0037  DESIGNATION -  D 7
 LE0037  PID         -  LE0037
 LE0037  STATE/COUNTY-  IA/WAPELLO
 LE0037  USGS QUAD   -  OTTUMWA SOUTH (1976)
 LE0037
 LE0037                         *CURRENT SURVEY CONTROL
 LE0037  ___________________________________________________________________
 LE0037* NAD 83(1986)-  40 55 08.     (N)    092 25 08.     (W)     SCALED    
 LE0037* NAVD 88     -       241.535  (meters)     792.44   (feet)  ADJUSTED  
 LE0037  ___________________________________________________________________
 LE0037  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 LE0037  DYNAMIC HT  -         241.422 (meters)     792.07  (feet)  COMP
 LE0037  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
 LE0037
 LE0037  VERT ORDER  -  FIRST     CLASS II
 LE0037
 LE0037.The horizontal coordinates were scaled from a topographic map and have
 LE0037.an estimated accuracy of +/- 6 seconds.
 LE0037
 LE0037.The orthometric height was determined by differential leveling
 LE0037.and adjusted by the National Geodetic Survey in June 1991..
 LE0037
 LE0037.The geoid height was determined by GEOID03.
 LE0037
 LE0037.The dynamic height is computed by dividing the NAVD 88
 LE0037.geopotential number by the normal gravity value computed on the
 LE0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0037.degrees latitude (g = 980.6199 gals.).
 LE0037
 LE0037.The modeled gravity was interpolated from observed gravity values.
 LE0037
 LE0037;                    North         East    Units  Estimated Accuracy
 LE0037;SPC IA S     -   102,610.      591,070.      MT  (+/- 180 meters Scaled)
 LE0037
 LE0037                          SUPERSEDED SURVEY CONTROL
 LE0037
 LE0037  NGVD 29 (??/??/92)  241.519  (m)          792.38   (f) ADJ UNCH    1 2
 LE0037
 LE0037.Superseded values are not recommended for survey control.
 LE0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0037.See file dsdata.txt to determine how the superseded data were derived.
 LE0037
 LE0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF489299(NAD 83)
 LE0037_MARKER: DB = BENCH MARK DISK
 LE0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0037_STAMPING: 792.361 D 7 1930
 LE0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0037+STABILITY: SURFACE MOTION
 LE0037
 LE0037  HISTORY     - Date     Condition        Report By
 LE0037  HISTORY     - 1930     MONUMENTED       CGS
 LE0037  HISTORY     - 1955     MARK NOT FOUND   NGS
 LE0037
 LE0037                          STATION DESCRIPTION
 LE0037
 LE0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LE0037'1.8 MI N FROM CARBON.
 LE0037'IN WAPELLO COUNTY, 1-3/4 MILES NORTH ALONG THE WABASH RALWAY
 LE0037'FROM CARBON, DAVIS COUNTY, 800 FEET WEST OF MILEPOST 271,
 LE0037'400 FEET EAST OF THE OVERHEAD CROSSING OF U.S. HIGHWAY 63,
 LE0037'JUST WEST OF A PRIVATE-ROAD CROSSING, (FORMER PUBLIC CROSSING),
 LE0037'AND 22 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 LE0037'DISK, STAMPED 792.361 D 7 1930 AND SET IN THE TOP OF A CONCRETE
 LE0037'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0352 ***********************************************************************
 MG0352  DESIGNATION -  D 71
 MG0352  PID         -  MG0352
 MG0352  STATE/COUNTY-  IA/JONES
 MG0352  USGS QUAD   -  OXFORD JUNCTION (1980)
 MG0352
 MG0352                         *CURRENT SURVEY CONTROL
 MG0352  ___________________________________________________________________
 MG0352* NAD 83(1986)-  41 58 52.     (N)    090 57 29.     (W)     SCALED    
 MG0352* NAVD 88     -       220.473  (meters)     723.34   (feet)  ADJUSTED  
 MG0352  ___________________________________________________________________
 MG0352  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 MG0352  DYNAMIC HT  -         220.396 (meters)     723.08  (feet)  COMP
 MG0352  MODELED GRAV-     980,267.7   (mgal)                       NAVD 88
 MG0352
 MG0352  VERT ORDER  -  SECOND    CLASS 0
 MG0352
 MG0352.The horizontal coordinates were scaled from a topographic map and have
 MG0352.an estimated accuracy of +/- 6 seconds.
 MG0352
 MG0352.The orthometric height was determined by differential leveling
 MG0352.and adjusted by the National Geodetic Survey in June 1991..
 MG0352
 MG0352.The geoid height was determined by GEOID03.
 MG0352
 MG0352.The dynamic height is computed by dividing the NAVD 88
 MG0352.geopotential number by the normal gravity value computed on the
 MG0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0352.degrees latitude (g = 980.6199 gals.).
 MG0352
 MG0352.The modeled gravity was interpolated from observed gravity values.
 MG0352
 MG0352;                    North         East    Units  Estimated Accuracy
 MG0352;SPC IA N     - 1,056,610.    1,710,640.      MT  (+/- 180 meters Scaled)
 MG0352
 MG0352                          SUPERSEDED SURVEY CONTROL
 MG0352
 MG0352  NGVD 29 (??/??/92)  220.51   (m)          723.5    (f) COMPUTED    2 0
 MG0352
 MG0352.Superseded values are not recommended for survey control.
 MG0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0352.See file dsdata.txt to determine how the superseded data were derived.
 MG0352
 MG0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG691496(NAD 83)
 MG0352_MARKER: DB = BENCH MARK DISK
 MG0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0352_SP_SET: FOUNDATION
 MG0352_STAMPING: D-71 1934
 MG0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0352
 MG0352  HISTORY     - Date     Condition        Report By
 MG0352  HISTORY     - 1934     MONUMENTED       CGS
 MG0352  HISTORY     - 19960830 MARK NOT FOUND   USPSQD
 MG0352  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 MG0352
 MG0352                          STATION DESCRIPTION
 MG0352
 MG0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0352'AT OXFORD JUNCTION.
 MG0352'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD
 MG0352'105 FEET SOUTH OF THE DEPOT.  SET IN THE SOUTHEAST CORNER OF
 MG0352'THE SOUTHEAST LEG FOUNDATION OF RAILROAD WATER TANK, 85 FEET
 MG0352'SOUTH OF THE CENTER LINE OF MAIN TRACK, 16 FEET WEST OF CENTER
 MG0352'LINE OF BRANCH TRACKS.
 MG0352
 MG0352                          STATION RECOVERY (1996)
 MG0352
 MG0352'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0352'MARK NOT FOUND.
 MG0352
 MG0352                          STATION RECOVERY (1998)
 MG0352
 MG0352'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0531 ***********************************************************************
 NJ0531  DESIGNATION -  D 72
 NJ0531  PID         -  NJ0531
 NJ0531  STATE/COUNTY-  IA/DELAWARE
 NJ0531  USGS QUAD   -  EARLVILLE (1973)
 NJ0531
 NJ0531                         *CURRENT SURVEY CONTROL
 NJ0531  ___________________________________________________________________
 NJ0531* NAD 83(1986)-  42 25 35.     (N)    091 19 49.     (W)     SCALED    
 NJ0531* NAVD 88     -       320.043  (meters)    1050.01   (feet)  ADJUSTED  
 NJ0531  ___________________________________________________________________
 NJ0531  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 NJ0531  DYNAMIC HT  -         319.948 (meters)    1049.70  (feet)  COMP
 NJ0531  MODELED GRAV-     980,313.6   (mgal)                       NAVD 88
 NJ0531
 NJ0531  VERT ORDER  -  SECOND    CLASS 0
 NJ0531
 NJ0531.The horizontal coordinates were scaled from a topographic map and have
 NJ0531.an estimated accuracy of +/- 6 seconds.
 NJ0531
 NJ0531.The orthometric height was determined by differential leveling
 NJ0531.and adjusted by the National Geodetic Survey in June 1991..
 NJ0531
 NJ0531.The geoid height was determined by GEOID03.
 NJ0531
 NJ0531.The dynamic height is computed by dividing the NAVD 88
 NJ0531.geopotential number by the normal gravity value computed on the
 NJ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0531.degrees latitude (g = 980.6199 gals.).
 NJ0531
 NJ0531.The modeled gravity was interpolated from observed gravity values.
 NJ0531
 NJ0531;                    North         East    Units  Estimated Accuracy
 NJ0531;SPC IA N     - 1,105,190.    1,678,530.      MT  (+/- 180 meters Scaled)
 NJ0531
 NJ0531                          SUPERSEDED SURVEY CONTROL
 NJ0531
 NJ0531  NGVD 29 (??/??/92)  320.075  (m)         1050.11   (f) ADJ UNCH    2 0
 NJ0531
 NJ0531.Superseded values are not recommended for survey control.
 NJ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0531.See file dsdata.txt to determine how the superseded data were derived.
 NJ0531
 NJ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG373984(NAD 83)
 NJ0531_MARKER: DB = BENCH MARK DISK
 NJ0531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0531_SP_SET: BUILDING
 NJ0531_STAMPING: D 72 1934
 NJ0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0531
 NJ0531  HISTORY     - Date     Condition        Report By
 NJ0531  HISTORY     - 1934     MONUMENTED       CGS
 NJ0531
 NJ0531                          STATION DESCRIPTION
 NJ0531
 NJ0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0531'AT DELHI.
 NJ0531'AT DELHI, DELAWARE COUNTY, IN THE BRICK WALL OF A SCHOOL 16
 NJ0531'INCHES SOUTH OF THE NORTHWEST CORNER, 8 INCHES BELOW A COPING,
 NJ0531'AND 4.5 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED D 72
 NJ0531'1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0505 ***********************************************************************
 NJ0505  DESIGNATION -  D 73
 NJ0505  PID         -  NJ0505
 NJ0505  STATE/COUNTY-  IA/DUBUQUE
 NJ0505  USGS QUAD   -  DYERSVILLE EAST (1965)
 NJ0505
 NJ0505                         *CURRENT SURVEY CONTROL
 NJ0505  ___________________________________________________________________
 NJ0505* NAD 83(1986)-  42 29 08.     (N)    091 07 13.     (W)     SCALED    
 NJ0505* NAVD 88     -       286.979  (meters)     941.53   (feet)  ADJUSTED  
 NJ0505  ___________________________________________________________________
 NJ0505  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NJ0505  DYNAMIC HT  -         286.888 (meters)     941.23  (feet)  COMP
 NJ0505  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 NJ0505
 NJ0505  VERT ORDER  -  SECOND    CLASS 0
 NJ0505
 NJ0505.The horizontal coordinates were scaled from a topographic map and have
 NJ0505.an estimated accuracy of +/- 6 seconds.
 NJ0505
 NJ0505.The orthometric height was determined by differential leveling
 NJ0505.and adjusted by the National Geodetic Survey in June 1991..
 NJ0505
 NJ0505.The geoid height was determined by GEOID03.
 NJ0505
 NJ0505.The dynamic height is computed by dividing the NAVD 88
 NJ0505.geopotential number by the normal gravity value computed on the
 NJ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0505.degrees latitude (g = 980.6199 gals.).
 NJ0505
 NJ0505.The modeled gravity was interpolated from observed gravity values.
 NJ0505
 NJ0505;                    North         East    Units  Estimated Accuracy
 NJ0505;SPC IA N     - 1,112,230.    1,695,620.      MT  (+/- 180 meters Scaled)
 NJ0505
 NJ0505                          SUPERSEDED SURVEY CONTROL
 NJ0505
 NJ0505  NGVD 29 (??/??/92)  287.006  (m)          941.62   (f) ADJ UNCH    2 0
 NJ0505
 NJ0505.Superseded values are not recommended for survey control.
 NJ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0505.See file dsdata.txt to determine how the superseded data were derived.
 NJ0505
 NJ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH544054(NAD 83)
 NJ0505_MARKER: DB = BENCH MARK DISK
 NJ0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0505_SP_SET: LEG FOUNDATION
 NJ0505_STAMPING: D 73 1934
 NJ0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0505
 NJ0505  HISTORY     - Date     Condition        Report By
 NJ0505  HISTORY     - 1934     MONUMENTED       CGS
 NJ0505  HISTORY     - 1961     GOOD             NGS
 NJ0505  HISTORY     - 20060415 MARK NOT FOUND   GEOCAC
 NJ0505
 NJ0505                          STATION DESCRIPTION
 NJ0505
 NJ0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NJ0505'AT DYERSVILLE.
 NJ0505'AT DYERSVILLE, DUBUQUE COUNTY AT T. 89 N., R. 2 W., NEAR 1/4
 NJ0505'CORNER BETWEEN SEC 30 AND 31, 60 FEET NORTH OF THE NORTHWEST
 NJ0505'CORNER OF THE CHICAGO GREAT WESTERN RAILROAD STATION, 120 FEET
 NJ0505'NORTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF THE
 NJ0505'SOUTHWEST LEG FOUNDATION OF AN OLD WATER TANK, (WATER TANK TORN
 NJ0505'DOWN).  A STANDARD DISK, STAMPED D 73 1934.
 NJ0505
 NJ0505                          STATION RECOVERY (2006)
 NJ0505
 NJ0505'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0505'DESCRIBED AREA HAS BEEN LEVELED AND NEW GRAIN BINS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0619 ***********************************************************************
 NJ0619  DESIGNATION -  D 74
 NJ0619  PID         -  NJ0619
 NJ0619  STATE/COUNTY-  IA/FAYETTE
 NJ0619  USGS QUAD   -  OELWEIN (1981)
 NJ0619
 NJ0619                         *CURRENT SURVEY CONTROL
 NJ0619  ___________________________________________________________________
 NJ0619* NAD 83(1986)-  42 39 27.     (N)    091 52 46.     (W)     SCALED    
 NJ0619* NAVD 88     -       332.824  (meters)    1091.94   (feet)  ADJUSTED  
 NJ0619  ___________________________________________________________________
 NJ0619  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 NJ0619  DYNAMIC HT  -         332.726 (meters)    1091.62  (feet)  COMP
 NJ0619  MODELED GRAV-     980,316.5   (mgal)                       NAVD 88
 NJ0619
 NJ0619  VERT ORDER  -  SECOND    CLASS 0
 NJ0619
 NJ0619.The horizontal coordinates were scaled from a topographic map and have
 NJ0619.an estimated accuracy of +/- 6 seconds.
 NJ0619
 NJ0619.The orthometric height was determined by differential leveling
 NJ0619.and adjusted by the National Geodetic Survey in June 1991..
 NJ0619
 NJ0619.The geoid height was determined by GEOID03.
 NJ0619
 NJ0619.The dynamic height is computed by dividing the NAVD 88
 NJ0619.geopotential number by the normal gravity value computed on the
 NJ0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0619.degrees latitude (g = 980.6199 gals.).
 NJ0619
 NJ0619.The modeled gravity was interpolated from observed gravity values.
 NJ0619
 NJ0619;                    North         East    Units  Estimated Accuracy
 NJ0619;SPC IA N     - 1,129,840.    1,632,860.      MT  (+/- 180 meters Scaled)
 NJ0619
 NJ0619                          SUPERSEDED SURVEY CONTROL
 NJ0619
 NJ0619  NGVD 29 (??/??/92)  332.851  (m)         1092.03   (f) ADJ UNCH    2 0
 NJ0619
 NJ0619.Superseded values are not recommended for survey control.
 NJ0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0619.See file dsdata.txt to determine how the superseded data were derived.
 NJ0619
 NJ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH918233(NAD 83)
 NJ0619_MARKER: DB = BENCH MARK DISK
 NJ0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0619_SP_SET: ABUTMENT
 NJ0619_STAMPING: D 74 1934
 NJ0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0619
 NJ0619  HISTORY     - Date     Condition        Report By
 NJ0619  HISTORY     - 1934     MONUMENTED       CGS
 NJ0619
 NJ0619                          STATION DESCRIPTION
 NJ0619
 NJ0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0619'2.2 MI SE FROM OELWEIN.
 NJ0619'2.2 MILES SOUTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NJ0619'FROM THE INTERSECTION OF STATE HIGHWAY 11 AT OELWEIN, FAYETTE
 NJ0619'COUNTY, 9 POLES NORTHWEST OF MILEPOST 243, AT STEEL BRIDGE
 NJ0619'243.28 OVER A COUNTY ROAD, IN THE TOP OF THE NORTH END OF THE
 NJ0619'WEST STONE ABUTMENT, 8 FEET NORTH OF THE CENTERLINE OF THE
 NJ0619'TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 NJ0619'STAMPED D 74 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0561 ***********************************************************************
 NJ0561  DESIGNATION -  D 75
 NJ0561  PID         -  NJ0561
 NJ0561  STATE/COUNTY-  IA/BUCHANAN
 NJ0561  USGS QUAD   -  INDEPENDENCE (1982)
 NJ0561
 NJ0561                         *CURRENT SURVEY CONTROL
 NJ0561  ___________________________________________________________________
 NJ0561* NAD 83(1986)-  42 24 55.     (N)    091 53 23.     (W)     SCALED    
 NJ0561* NAVD 88     -       280.360  (meters)     919.81   (feet)  ADJUSTED  
 NJ0561  ___________________________________________________________________
 NJ0561  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 NJ0561  DYNAMIC HT  -         280.277 (meters)     919.54  (feet)  COMP
 NJ0561  MODELED GRAV-     980,318.8   (mgal)                       NAVD 88
 NJ0561
 NJ0561  VERT ORDER  -  SECOND    CLASS 0
 NJ0561
 NJ0561.The horizontal coordinates were scaled from a topographic map and have
 NJ0561.an estimated accuracy of +/- 6 seconds.
 NJ0561
 NJ0561.The orthometric height was determined by differential leveling
 NJ0561.and adjusted by the National Geodetic Survey in June 1991..
 NJ0561
 NJ0561.The geoid height was determined by GEOID03.
 NJ0561
 NJ0561.The dynamic height is computed by dividing the NAVD 88
 NJ0561.geopotential number by the normal gravity value computed on the
 NJ0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0561.degrees latitude (g = 980.6199 gals.).
 NJ0561
 NJ0561.The modeled gravity was interpolated from observed gravity values.
 NJ0561
 NJ0561;                    North         East    Units  Estimated Accuracy
 NJ0561;SPC IA N     - 1,102,930.    1,632,530.      MT  (+/- 180 meters Scaled)
 NJ0561
 NJ0561                          SUPERSEDED SURVEY CONTROL
 NJ0561
 NJ0561  NGVD 29 (??/??/92)  280.392  (m)          919.92   (f) ADJ UNCH    2 0
 NJ0561
 NJ0561.Superseded values are not recommended for survey control.
 NJ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0561.See file dsdata.txt to determine how the superseded data were derived.
 NJ0561
 NJ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG913964(NAD 83)
 NJ0561_MARKER: DB = BENCH MARK DISK
 NJ0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0561_SP_SET: CULVERT
 NJ0561_STAMPING: D 75 1934
 NJ0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0561
 NJ0561  HISTORY     - Date     Condition        Report By
 NJ0561  HISTORY     - 1934     MONUMENTED       CGS
 NJ0561  HISTORY     - 1982     MARK NOT FOUND   NGS
 NJ0561
 NJ0561                          STATION DESCRIPTION
 NJ0561
 NJ0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0561'4.9 MI SE FROM INDEPENDENCE.
 NJ0561'4.9 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0561'RAILWAY FROM THE STATION AT INDEPENDENCE, BUCHANAN COUNTY, AT
 NJ0561'MILEPOST 35, AT THE CROSSING OF STATE HIGHWAY 11, 75 FEET SOUTHEAST
 NJ0561'OF THE LINE OF THE HIGHWAY, 16 FEET NORTHEAST OF THE CENTERLINE OF
 NJ0561'THE TRACK, AT A 2-FOOT IRON CULVERT, IN THE TOP OF THE NORTHWEST
 NJ0561'END OF THE NORTHEAST CONCRETE HEADWALL, AND 3 FEET LOWER THAN
 NJ0561'THE TRACK.  A STANDARD DISK, STAMPED D 75 1934.
 NJ0561
 NJ0561                          STATION RECOVERY (1982)
 NJ0561
 NJ0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NJ0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0633 ***********************************************************************
 MG0633  DESIGNATION -  D 76
 MG0633  PID         -  MG0633
 MG0633  STATE/COUNTY-  IA/LINN
 MG0633  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0633
 MG0633                         *CURRENT SURVEY CONTROL
 MG0633  ___________________________________________________________________
 MG0633* NAD 83(1986)-  41 57 58.     (N)    091 38 57.     (W)     SCALED    
 MG0633* NAVD 88     -       222.229  (meters)     729.10   (feet)  ADJUSTED  
 MG0633  ___________________________________________________________________
 MG0633  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 MG0633  DYNAMIC HT  -         222.146 (meters)     728.82  (feet)  COMP
 MG0633  MODELED GRAV-     980,246.4   (mgal)                       NAVD 88
 MG0633
 MG0633  VERT ORDER  -  FIRST     CLASS II
 MG0633
 MG0633.The horizontal coordinates were scaled from a topographic map and have
 MG0633.an estimated accuracy of +/- 6 seconds.
 MG0633
 MG0633.The orthometric height was determined by differential leveling
 MG0633.and adjusted by the National Geodetic Survey in June 1991..
 MG0633
 MG0633.The geoid height was determined by GEOID03.
 MG0633
 MG0633.The dynamic height is computed by dividing the NAVD 88
 MG0633.geopotential number by the normal gravity value computed on the
 MG0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0633.degrees latitude (g = 980.6199 gals.).
 MG0633
 MG0633.The modeled gravity was interpolated from observed gravity values.
 MG0633
 MG0633;                    North         East    Units  Estimated Accuracy
 MG0633;SPC IA N     - 1,053,450.    1,653,420.      MT  (+/- 180 meters Scaled)
 MG0633
 MG0633                          SUPERSEDED SURVEY CONTROL
 MG0633
 MG0633  NGVD 29 (??/??/92)  222.254  (m)          729.18   (f) ADJ UNCH    1 2
 MG0633
 MG0633.Superseded values are not recommended for survey control.
 MG0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0633.See file dsdata.txt to determine how the superseded data were derived.
 MG0633
 MG0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG119468(NAD 83)
 MG0633_MARKER: DB = BENCH MARK DISK
 MG0633_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MG0633_SP_SET: BRIDGE ABUTMENT
 MG0633_STAMPING: D 76 1934
 MG0633_MARK LOGO: CGS   
 MG0633_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0633
 MG0633  HISTORY     - Date     Condition        Report By
 MG0633  HISTORY     - 1934     MONUMENTED       CGS
 MG0633  HISTORY     - 19940330 POOR             USGS
 MG0633  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0633
 MG0633                          STATION DESCRIPTION
 MG0633
 MG0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0633'2.1 MI SE FROM CEDAR RAPIDS.
 MG0633'2.1 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0633'RAILWAY FROM THE STATION AT CEDAR RAPIDS, LINN COUNTY, 7 POLES
 MG0633'NORTH OF MILEPOST 96, AT STEEL RAILROAD BRIDGE 962 OVER CEDAR
 MG0633'RIVER, IN THE TOP OF THE SOUTH CONCRETE ABUTMENT, 12 FEET
 MG0633'NORTH OF THE SOUTHWEST CORNER, 8 FEET WEST OF THE CENTERLINE
 MG0633'OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 MG0633'STAMPED D 76 1934.
 MG0633
 MG0633                          STATION RECOVERY (1994)
 MG0633
 MG0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (RLK)
 MG0633'RECOVERED IN POOR CONDITION.  NOTE--BRIDGE HAS BEEN CLOSED, CONCRETE
 MG0633'SECTION WHERE DISK WAS IS BADLY DAMAGED.
 MG0633
 MG0633                          STATION RECOVERY (1998)
 MG0633
 MG0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0633'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0388 ***********************************************************************
 MG0388  DESIGNATION -  D 77
 MG0388  PID         -  MG0388
 MG0388  STATE/COUNTY-  IA/MUSCATINE
 MG0388  USGS QUAD   -  WEST LIBERTY (1965)
 MG0388
 MG0388                         *CURRENT SURVEY CONTROL
 MG0388  ___________________________________________________________________
 MG0388* NAD 83(1986)-  41 31 28.     (N)    091 16 57.     (W)     SCALED    
 MG0388* NAVD 88     -       197.184  (meters)     646.93   (feet)  ADJUSTED  
 MG0388  ___________________________________________________________________
 MG0388  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 MG0388  DYNAMIC HT  -         197.107 (meters)     646.68  (feet)  COMP
 MG0388  MODELED GRAV-     980,229.4   (mgal)                       NAVD 88
 MG0388
 MG0388  VERT ORDER  -  SECOND    CLASS 0
 MG0388
 MG0388.The horizontal coordinates were scaled from a topographic map and have
 MG0388.an estimated accuracy of +/- 6 seconds.
 MG0388
 MG0388.The orthometric height was determined by differential leveling
 MG0388.and adjusted by the National Geodetic Survey in June 1991..
 MG0388
 MG0388.The geoid height was determined by GEOID03.
 MG0388
 MG0388.The dynamic height is computed by dividing the NAVD 88
 MG0388.geopotential number by the normal gravity value computed on the
 MG0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0388.degrees latitude (g = 980.6199 gals.).
 MG0388
 MG0388.The modeled gravity was interpolated from observed gravity values.
 MG0388
 MG0388;                    North         East    Units  Estimated Accuracy
 MG0388;SPC IA S     -   171,650.      685,060.      MT  (+/- 180 meters Scaled)
 MG0388
 MG0388                          SUPERSEDED SURVEY CONTROL
 MG0388
 MG0388  NGVD 29 (??/??/92)  197.237  (m)          647.10   (f) ADJ UNCH    2 0
 MG0388
 MG0388.Superseded values are not recommended for survey control.
 MG0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0388.See file dsdata.txt to determine how the superseded data were derived.
 MG0388
 MG0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF432984(NAD 83)
 MG0388_MARKER: DB = BENCH MARK DISK
 MG0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0388_SP_SET: CULVERT
 MG0388_STAMPING: D 77 1934
 MG0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0388
 MG0388  HISTORY     - Date     Condition        Report By
 MG0388  HISTORY     - 1934     MONUMENTED       CGS
 MG0388  HISTORY     - 19980720 MARK NOT FOUND   USPSQD
 MG0388  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0388
 MG0388                          STATION DESCRIPTION
 MG0388
 MG0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0388'3.4 MI SW FROM WEST LIBERTY.
 MG0388'3.4 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0388'RAILWAY FROM THE STATION AT WEST LIBERTY, MUSCATINE COUNTY, 3 POLES
 MG0388'NORTHEAST OF MILEPOST 58, AT A PUBLIC-ROAD CROSSING, 18 FEET
 MG0388'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 9 FEET NORTHWEST OF THE
 MG0388'CENTERLINE OF THE TRACK, IN THE TOP OF THE SOUTHWEST END OF A
 MG0388'NORTHWEST CONCRETE HEADWALL, AND 1-1/2 FEET LOWER THAN THE TRACK.
 MG0388'A STANDARD DISK, STAMPED D 77 1934.
 MG0388
 MG0388                          STATION RECOVERY (1998)
 MG0388
 MG0388'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0388'MARK NOT FOUND.
 MG0388
 MG0388                          STATION RECOVERY (1998)
 MG0388
 MG0388'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0356 ***********************************************************************
 MG0356  DESIGNATION -  D 78
 MG0356  PID         -  MG0356
 MG0356  STATE/COUNTY-  IA/CEDAR
 MG0356  USGS QUAD   -  BENNETT (1991)
 MG0356
 MG0356                         *CURRENT SURVEY CONTROL
 MG0356  ___________________________________________________________________
 MG0356* NAD 83(1986)-  41 43 50.     (N)    090 56 03.     (W)     SCALED    
 MG0356* NAVD 88     -       232.713  (meters)     763.49   (feet)  ADJUSTED  
 MG0356  ___________________________________________________________________
 MG0356  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0356  DYNAMIC HT  -         232.627 (meters)     763.21  (feet)  COMP
 MG0356  MODELED GRAV-     980,247.5   (mgal)                       NAVD 88
 MG0356
 MG0356  VERT ORDER  -  SECOND    CLASS 0
 MG0356
 MG0356.The horizontal coordinates were scaled from a topographic map and have
 MG0356.an estimated accuracy of +/- 6 seconds.
 MG0356
 MG0356.The orthometric height was determined by differential leveling
 MG0356.and adjusted by the National Geodetic Survey in June 1991..
 MG0356
 MG0356.The geoid height was determined by GEOID03.
 MG0356
 MG0356.The dynamic height is computed by dividing the NAVD 88
 MG0356.geopotential number by the normal gravity value computed on the
 MG0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0356.degrees latitude (g = 980.6199 gals.).
 MG0356
 MG0356.The modeled gravity was interpolated from observed gravity values.
 MG0356
 MG0356;                    North         East    Units  Estimated Accuracy
 MG0356;SPC IA S     -   195,330.      713,440.      MT  (+/- 180 meters Scaled)
 MG0356
 MG0356                          SUPERSEDED SURVEY CONTROL
 MG0356
 MG0356  NGVD 29 (??/??/92)  232.754  (m)          763.63   (f) ADJ UNCH    2 0
 MG0356
 MG0356.Superseded values are not recommended for survey control.
 MG0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0356.See file dsdata.txt to determine how the superseded data were derived.
 MG0356
 MG0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG718219(NAD 83)
 MG0356_MARKER: DB = BENCH MARK DISK
 MG0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0356_SP_SET: CULVERT
 MG0356_STAMPING: D 78 1934
 MG0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0356
 MG0356  HISTORY     - Date     Condition        Report By
 MG0356  HISTORY     - 1934     MONUMENTED       CGS
 MG0356  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0356  HISTORY     - 20050603 MARK NOT FOUND   GEOCAC
 MG0356
 MG0356                          STATION DESCRIPTION
 MG0356
 MG0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0356'2.6 MI SE FROM BENNETT.
 MG0356'2.6 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0356'RAILWAY FROM THE PUBLIC SCHOOL AT BENNETT, CEDAR COUNTY, 27
 MG0356'POLES SOUTHEAST OF MILEPOST 49, AT A TWIN 5- BY 6-FOOT STONE
 MG0356'CULVERT, IN THE CENTER OF THE SOUTHEAST END OF THE SOUTHWEST
 MG0356'STONE HEADWALL, 12 FEET SOUTHWEST OF THE CENTERLINE OF THE
 MG0356'TRACK, AND ABOUT 6 INCHES LOWER THAN THE RAIL.  A STANDARD
 MG0356'DISK, STAMPED D 78 1934.
 MG0356
 MG0356                          STATION RECOVERY (1998)
 MG0356
 MG0356'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0356'MARK NOT FOUND.
 MG0356
 MG0356                          STATION RECOVERY (2005)
 MG0356
 MG0356'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 MG0356'RAILROAD HAS LONG BEEN ABANDONED AND DISMANTLED.
 MG0356' 
 MG0356'REMNANTS OF THE DESCRIBED CULVERT ARE VISIBLE FROM THE ROAD. THE
 MG0356'CULVERT IS PARTIALLY DISMANTLED AND PIECES OF STONE ARE SCATTERED. A
 MG0356'THOROUGH SEARCH OF THE EXPOSED STONE FAILED TO REVEAL EVIDENCE OF THE
 MG0356'DISK OR ITS SETTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0231 ***********************************************************************
 NJ0231  DESIGNATION -  D 79
 NJ0231  PID         -  NJ0231
 NJ0231  STATE/COUNTY-  IA/JACKSON
 NJ0231  USGS QUAD   -  PRESTON (1980)
 NJ0231
 NJ0231                         *CURRENT SURVEY CONTROL
 NJ0231  ___________________________________________________________________
 NJ0231* NAD 83(1986)-  42 03 18.     (N)    090 29 51.     (W)     SCALED    
 NJ0231* NAVD 88     -       239.542  (meters)     785.90   (feet)  ADJUSTED  
 NJ0231  ___________________________________________________________________
 NJ0231  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 NJ0231  DYNAMIC HT  -         239.458 (meters)     785.62  (feet)  COMP
 NJ0231  MODELED GRAV-     980,264.3   (mgal)                       NAVD 88
 NJ0231
 NJ0231  VERT ORDER  -  SECOND    CLASS 0
 NJ0231
 NJ0231.The horizontal coordinates were scaled from a topographic map and have
 NJ0231.an estimated accuracy of +/- 6 seconds.
 NJ0231
 NJ0231.The orthometric height was determined by differential leveling
 NJ0231.and adjusted by the National Geodetic Survey in June 1991..
 NJ0231
 NJ0231.The geoid height was determined by GEOID03.
 NJ0231
 NJ0231.The dynamic height is computed by dividing the NAVD 88
 NJ0231.geopotential number by the normal gravity value computed on the
 NJ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0231.degrees latitude (g = 980.6199 gals.).
 NJ0231
 NJ0231.The modeled gravity was interpolated from observed gravity values.
 NJ0231
 NJ0231;                    North         East    Units  Estimated Accuracy
 NJ0231;SPC IA N     - 1,066,060.    1,748,490.      MT  (+/- 180 meters Scaled)
 NJ0231
 NJ0231                          SUPERSEDED SURVEY CONTROL
 NJ0231
 NJ0231  NGVD 29 (??/??/92)  239.578  (m)          786.02   (f) ADJ UNCH    2 0
 NJ0231
 NJ0231.Superseded values are not recommended for survey control.
 NJ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0231.See file dsdata.txt to determine how the superseded data were derived.
 NJ0231
 NJ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG070589(NAD 83)
 NJ0231_MARKER: DB = BENCH MARK DISK
 NJ0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0231_SP_SET: CULVERT
 NJ0231_STAMPING: D 79 1934
 NJ0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0231+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 NJ0231
 NJ0231  HISTORY     - Date     Condition        Report By
 NJ0231  HISTORY     - 1934     MONUMENTED       CGS
 NJ0231  HISTORY     - 19941026 GOOD             USPSQD
 NJ0231  HISTORY     - 20010331 GOOD             NGS
 NJ0231  HISTORY     - 20050529 GOOD             GEOCAC
 NJ0231
 NJ0231                          STATION DESCRIPTION
 NJ0231
 NJ0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0231'5.7 MI W FROM PRESTON.
 NJ0231'5.7 MILES WEST ALONG STATE HIGHWAY 64 FROM THE FARMERS MUTUAL
 NJ0231'AID ASSOCIATION BUILDING AT PRESTON, JACKSON COUNTY, AT THE
 NJ0231'TOP OF A SOUTHEAST SLOPE AND A CURVE TO THE SOUTH, 230 FEET
 NJ0231'EAST OF A PRIVATE ENTRANCE TO A FARMHOUSE, 95 FEET WEST OF A
 NJ0231'FENCE CORNER, AT A 2- BY 2-FOOT CONCRETE CULVERT, IN THE TOP
 NJ0231'OF THE EAST END OF THE NORTH HEADWALL, AND LEVEL WITH THE
 NJ0231'HIGHWAY.  A STANDARD DISK, STAMPED D 79 1934.
 NJ0231
 NJ0231                          STATION RECOVERY (1994)
 NJ0231
 NJ0231'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0231'RECOVERED IN GOOD CONDITION.
 NJ0231
 NJ0231                          STATION RECOVERY (2001)
 NJ0231
 NJ0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0231'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0231
 NJ0231                          STATION RECOVERY (2005)
 NJ0231
 NJ0231'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0231'CULVERT 200 FT WNW OF HIGHWAY STATION 480 AND MILE POST 44, 260 FT
 NJ0231'EAST OF DRIVEWAY AT ADDRESS 34259. FENCE CORNER MAY HAVE BEEN AT SOLE
 NJ0231'REMAINING WOODEN POST. HANDHELD N42 03 17.9 W090 29 51.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0416 ***********************************************************************
 MG0416  DESIGNATION -  D 8
 MG0416  PID         -  MG0416
 MG0416  STATE/COUNTY-  IA/WASHINGTON
 MG0416  USGS QUAD   -  COTTER (1970)
 MG0416
 MG0416                         *CURRENT SURVEY CONTROL
 MG0416  ___________________________________________________________________
 MG0416* NAD 83(1986)-  41 21 14.     (N)    091 29 05.     (W)     SCALED    
 MG0416* NAVD 88     -       208.302  (meters)     683.40   (feet)  ADJUSTED  
 MG0416  ___________________________________________________________________
 MG0416  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0416  DYNAMIC HT  -         208.217 (meters)     683.13  (feet)  COMP
 MG0416  MODELED GRAV-     980,214.6   (mgal)                       NAVD 88
 MG0416
 MG0416  VERT ORDER  -  FIRST     CLASS II
 MG0416
 MG0416.The horizontal coordinates were scaled from a topographic map and have
 MG0416.an estimated accuracy of +/- 6 seconds.
 MG0416
 MG0416.The orthometric height was determined by differential leveling
 MG0416.and adjusted by the National Geodetic Survey in June 1991..
 MG0416
 MG0416.The geoid height was determined by GEOID03.
 MG0416
 MG0416.The dynamic height is computed by dividing the NAVD 88
 MG0416.geopotential number by the normal gravity value computed on the
 MG0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0416.degrees latitude (g = 980.6199 gals.).
 MG0416
 MG0416.The modeled gravity was interpolated from observed gravity values.
 MG0416
 MG0416;                    North         East    Units  Estimated Accuracy
 MG0416;SPC IA S     -   152,300.      668,620.      MT  (+/- 180 meters Scaled)
 MG0416
 MG0416                          SUPERSEDED SURVEY CONTROL
 MG0416
 MG0416  NGVD 29 (??/??/92)  208.35   (m)          683.6    (f) COMPUTED    1 2
 MG0416
 MG0416.Superseded values are not recommended for survey control.
 MG0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0416.See file dsdata.txt to determine how the superseded data were derived.
 MG0416
 MG0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF267791(NAD 83)
 MG0416_MARKER: DB = BENCH MARK DISK
 MG0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0416_STAMPING: 683.575 D 8 1930
 MG0416_MARK LOGO: CGS   
 MG0416_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0416+STABILITY: SURFACE MOTION
 MG0416
 MG0416  HISTORY     - Date     Condition        Report By
 MG0416  HISTORY     - 1930     MONUMENTED       CGS
 MG0416  HISTORY     - 1940     GOOD             NGS
 MG0416  HISTORY     - 1979     GOOD             NGS
 MG0416  HISTORY     - 20000404 GOOD             AERSVC
 MG0416
 MG0416                          STATION DESCRIPTION
 MG0416
 MG0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MG0416'3.5 MI E FROM HASKINS.
 MG0416'3.5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MG0416'RAILROAD FROM HASKINS, WASHINGTON COUNTY, 0.5 MILE EAST OF
 MG0416'MILEPOST 52, 2 FEET WEST OF THE WEST FENCELINE OF A
 MG0416'NORTH-AND-SOUTH ROAD FENCED 61 FEET WIDE, AND 21 FEET SOUTH OF
 MG0416'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 683.575
 MG0416'D 8 1930 AND SET IN THE TOP OF A CONCRETE POST.
 MG0416
 MG0416                          STATION RECOVERY (1979)
 MG0416
 MG0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MG0416'MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED
 MG0416'EXCEPT THE OLD FENCE IS GONE. MARK IS 35 FEET WEST OF THE CENTERLINE
 MG0416'OF A GRAVELED ROAD AND 21 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 MG0416
 MG0416                          STATION RECOVERY (2000)
 MG0416
 MG0416'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0416'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0482 ***********************************************************************
 NJ0482  DESIGNATION -  D 80
 NJ0482  PID         -  NJ0482
 NJ0482  STATE/COUNTY-  IA/JONES
 NJ0482  USGS QUAD   -  ANAMOSA (1973)
 NJ0482
 NJ0482                         *CURRENT SURVEY CONTROL
 NJ0482  ___________________________________________________________________
 NJ0482* NAD 83(1986)-  42 06 40.     (N)    091 15 13.     (W)     SCALED    
 NJ0482* NAVD 88     -       256.169  (meters)     840.45   (feet)  ADJUSTED  
 NJ0482  ___________________________________________________________________
 NJ0482  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 NJ0482  DYNAMIC HT  -         256.074 (meters)     840.14  (feet)  COMP
 NJ0482  MODELED GRAV-     980,248.5   (mgal)                       NAVD 88
 NJ0482
 NJ0482  VERT ORDER  -  SECOND    CLASS 0
 NJ0482
 NJ0482.The horizontal coordinates were scaled from a topographic map and have
 NJ0482.an estimated accuracy of +/- 6 seconds.
 NJ0482
 NJ0482.The orthometric height was determined by differential leveling
 NJ0482.and adjusted by the National Geodetic Survey in June 1991..
 NJ0482
 NJ0482.The geoid height was determined by GEOID03.
 NJ0482
 NJ0482.The dynamic height is computed by dividing the NAVD 88
 NJ0482.geopotential number by the normal gravity value computed on the
 NJ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0482.degrees latitude (g = 980.6199 gals.).
 NJ0482
 NJ0482.The modeled gravity was interpolated from observed gravity values.
 NJ0482
 NJ0482;                    North         East    Units  Estimated Accuracy
 NJ0482;SPC IA N     - 1,070,350.    1,685,770.      MT  (+/- 180 meters Scaled)
 NJ0482
 NJ0482                          SUPERSEDED SURVEY CONTROL
 NJ0482
 NJ0482  NGVD 29 (??/??/92)  256.196  (m)          840.54   (f) ADJ UNCH    2 0
 NJ0482
 NJ0482.Superseded values are not recommended for survey control.
 NJ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0482.See file dsdata.txt to determine how the superseded data were derived.
 NJ0482
 NJ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG443635(NAD 83)
 NJ0482_MARKER: DB = BENCH MARK DISK
 NJ0482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0482_SP_SET: ABUTMENT
 NJ0482_STAMPING: D 80 1934
 NJ0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0482
 NJ0482  HISTORY     - Date     Condition        Report By
 NJ0482  HISTORY     - 1934     MONUMENTED       CGS
 NJ0482  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 NJ0482  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0482
 NJ0482                          STATION DESCRIPTION
 NJ0482
 NJ0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0482'1.1 MI E FROM ANAMOSA.
 NJ0482'1.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NJ0482'THE STATION AT ANAMOSA, JONES COUNTY, 6 POLES SOUTHWEST OF
 NJ0482'MILEPOST 70, AT 15-FOOT WOODEN BRIDGE 1443, IN THE TOP OF THE
 NJ0482'NORTH END OF THE WEST ABUTMENT, 8 FEET NORTH OF THE CENTERLINE
 NJ0482'OF THE TRACK, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A
 NJ0482'STANDARD DISK, STAMPED D 80 1934.
 NJ0482
 NJ0482                          STATION RECOVERY (1995)
 NJ0482
 NJ0482'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0482'MARK NOT FOUND.
 NJ0482
 NJ0482                          STATION RECOVERY (1998)
 NJ0482
 NJ0482'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0552 ***********************************************************************
 NJ0552  DESIGNATION -  D 81
 NJ0552  PID         -  NJ0552
 NJ0552  STATE/COUNTY-  IA/LINN
 NJ0552  USGS QUAD   -  SHELLSBURG (1993)
 NJ0552
 NJ0552                         *CURRENT SURVEY CONTROL
 NJ0552  ___________________________________________________________________
 NJ0552* NAD 83(1986)-  42 04 54.     (N)    091 50 14.     (W)     SCALED    
 NJ0552* NAVD 88     -       235.094  (meters)     771.30   (feet)  ADJUSTED  
 NJ0552  ___________________________________________________________________
 NJ0552  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 NJ0552  DYNAMIC HT  -         235.015 (meters)     771.04  (feet)  COMP
 NJ0552  MODELED GRAV-     980,282.0   (mgal)                       NAVD 88
 NJ0552
 NJ0552  VERT ORDER  -  SECOND    CLASS 0
 NJ0552
 NJ0552.The horizontal coordinates were scaled from a topographic map and have
 NJ0552.an estimated accuracy of +/- 6 seconds.
 NJ0552
 NJ0552.The orthometric height was determined by differential leveling
 NJ0552.and adjusted by the National Geodetic Survey in June 1991..
 NJ0552
 NJ0552.The geoid height was determined by GEOID03.
 NJ0552
 NJ0552.The dynamic height is computed by dividing the NAVD 88
 NJ0552.geopotential number by the normal gravity value computed on the
 NJ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0552.degrees latitude (g = 980.6199 gals.).
 NJ0552
 NJ0552.The modeled gravity was interpolated from observed gravity values.
 NJ0552
 NJ0552;                    North         East    Units  Estimated Accuracy
 NJ0552;SPC IA N     - 1,065,960.    1,637,580.      MT  (+/- 180 meters Scaled)
 NJ0552
 NJ0552                          SUPERSEDED SURVEY CONTROL
 NJ0552
 NJ0552  NGVD 29 (??/??/92)  235.108  (m)          771.35   (f) ADJ UNCH    2 0
 NJ0552
 NJ0552.Superseded values are not recommended for survey control.
 NJ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0552.See file dsdata.txt to determine how the superseded data were derived.
 NJ0552
 NJ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG961594(NAD 83)
 NJ0552_MARKER: DB = BENCH MARK DISK
 NJ0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0552_SP_SET: ABUTMENT
 NJ0552_STAMPING: D 81 1934
 NJ0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0552
 NJ0552  HISTORY     - Date     Condition        Report By
 NJ0552  HISTORY     - 1934     MONUMENTED       CGS
 NJ0552
 NJ0552                          STATION DESCRIPTION
 NJ0552
 NJ0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0552'2 MI SE FROM SHELLSBURG.
 NJ0552'IN LYNN COUNTY, 2 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND
 NJ0552'AND PACIFIC RAILWAY FROM THE STATION AT SHELLSBURG, BENTON
 NJ0552'COUNTY, 19 POLES NORTHWEST OF MILEPOST 109, AT 80-FOOT STEEL
 NJ0552'BRIDGE 1095, IN THE NORTHEAST END OF THE BACK WALL OF THE SOUTHEAST
 NJ0552'STONE ABUTMENT, 10 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 NJ0552'AND 8 INCHES LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 NJ0552'D 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0061 ***********************************************************************
 NK0061  DESIGNATION -  D 82
 NK0061  PID         -  NK0061
 NK0061  STATE/COUNTY-  IA/TAMA
 NK0061  USGS QUAD   -  TRAER (1971)
 NK0061
 NK0061                         *CURRENT SURVEY CONTROL
 NK0061  ___________________________________________________________________
 NK0061* NAD 83(1986)-  42 11 38.     (N)    092 27 54.     (W)     SCALED    
 NK0061* NAVD 88     -       278.165  (meters)     912.61   (feet)  ADJUSTED  
 NK0061  ___________________________________________________________________
 NK0061  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 NK0061  DYNAMIC HT  -         278.068 (meters)     912.29  (feet)  COMP
 NK0061  MODELED GRAV-     980,263.8   (mgal)                       NAVD 88
 NK0061
 NK0061  VERT ORDER  -  SECOND    CLASS 0
 NK0061
 NK0061.The horizontal coordinates were scaled from a topographic map and have
 NK0061.an estimated accuracy of +/- 6 seconds.
 NK0061
 NK0061.The orthometric height was determined by differential leveling
 NK0061.and adjusted by the National Geodetic Survey in June 1991..
 NK0061
 NK0061.The geoid height was determined by GEOID03.
 NK0061
 NK0061.The dynamic height is computed by dividing the NAVD 88
 NK0061.geopotential number by the normal gravity value computed on the
 NK0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0061.degrees latitude (g = 980.6199 gals.).
 NK0061
 NK0061.The modeled gravity was interpolated from observed gravity values.
 NK0061
 NK0061;                    North         East    Units  Estimated Accuracy
 NK0061;SPC IA N     - 1,077,600.    1,585,490.      MT  (+/- 180 meters Scaled)
 NK0061
 NK0061                          SUPERSEDED SURVEY CONTROL
 NK0061
 NK0061  NGVD 29 (??/??/92)  278.155  (m)          912.58   (f) ADJ UNCH    2 0
 NK0061
 NK0061.Superseded values are not recommended for survey control.
 NK0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0061.See file dsdata.txt to determine how the superseded data were derived.
 NK0061
 NK0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG441714(NAD 83)
 NK0061_MARKER: DB = BENCH MARK DISK
 NK0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0061_SP_SET: LIMESTONE SILL
 NK0061_STAMPING: D 82 1934
 NK0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NK0061+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 NK0061
 NK0061  HISTORY     - Date     Condition        Report By
 NK0061  HISTORY     - 1934     MONUMENTED       CGS
 NK0061  HISTORY     - 1934     GOOD             NGS
 NK0061  HISTORY     - 1988     GOOD             USPSQD
 NK0061  HISTORY     - 20051026 GOOD             GEOCAC
 NK0061
 NK0061                          STATION DESCRIPTION
 NK0061
 NK0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0061'AT TRAER.
 NK0061'AT TRAER, TAMA COUNTY, AT THE SOUTHEAST CORNER OF THE FIRST
 NK0061'NATIONAL BANK, AND IN THE EAST END OF THE LIMESTONE SILL OF THE
 NK0061'EAST FRONT WINDOW.  A STANDARD DISK, STAMPED D 82 1934.
 NK0061
 NK0061                          STATION RECOVERY (1988)
 NK0061
 NK0061'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLM)
 NK0061'RECOVERED IN GOOD CONDITION.
 NK0061
 NK0061                          STATION RECOVERY (2005)
 NK0061
 NK0061'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 NK0061'AT THE NORTHWEST CORNER OF 2ND STREET AND SOUTH MAIN STREET, AT THE
 NK0061'SOUTHEAST CORNER OF A TWO STORY BRICK BUILDING, IN THE EAST END OF THE
 NK0061'LIMESTONE SILL OF THE EAST FRONT WINDOW, AND ABOUT 1.5 FEET ABOVE THE
 NK0061'SIDEWALK.
 NK0061' 
 NK0061'HANDHELD GPS COORDINATES (NAD83) N42 11 36.6 W92 27 56.2
 NK0061' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0142 ***********************************************************************
 NK0142  DESIGNATION -  D 83
 NK0142  PID         -  NK0142
 NK0142  STATE/COUNTY-  IA/MARSHALL
 NK0142  USGS QUAD   -  LE GRAND (1978)
 NK0142
 NK0142                         *CURRENT SURVEY CONTROL
 NK0142  ___________________________________________________________________
 NK0142* NAD 83(1986)-  42 01 06.     (N)    092 48 52.     (W)     SCALED    
 NK0142* NAVD 88     -       263.440  (meters)     864.30   (feet)  ADJUSTED  
 NK0142  ___________________________________________________________________
 NK0142  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 NK0142  DYNAMIC HT  -         263.340 (meters)     863.97  (feet)  COMP
 NK0142  MODELED GRAV-     980,236.0   (mgal)                       NAVD 88
 NK0142
 NK0142  VERT ORDER  -  SECOND    CLASS 0
 NK0142
 NK0142.The horizontal coordinates were scaled from a topographic map and have
 NK0142.an estimated accuracy of +/- 6 seconds.
 NK0142
 NK0142.The orthometric height was determined by differential leveling
 NK0142.and adjusted by the National Geodetic Survey in June 1991..
 NK0142
 NK0142.The geoid height was determined by GEOID03.
 NK0142
 NK0142.The dynamic height is computed by dividing the NAVD 88
 NK0142.geopotential number by the normal gravity value computed on the
 NK0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0142.degrees latitude (g = 980.6199 gals.).
 NK0142
 NK0142.The modeled gravity was interpolated from observed gravity values.
 NK0142
 NK0142;                    North         East    Units  Estimated Accuracy
 NK0142;SPC IA N     - 1,057,810.    1,556,780.      MT  (+/- 180 meters Scaled)
 NK0142
 NK0142                          SUPERSEDED SURVEY CONTROL
 NK0142
 NK0142  NGVD 29 (??/??/92)  263.425  (m)          864.25   (f) ADJ UNCH    2 0
 NK0142
 NK0142.Superseded values are not recommended for survey control.
 NK0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0142.See file dsdata.txt to determine how the superseded data were derived.
 NK0142
 NK0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG153518(NAD 83)
 NK0142_MARKER: DB = BENCH MARK DISK
 NK0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0142_SP_SET: BRIDGE
 NK0142_STAMPING: D 83 1934
 NK0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0142
 NK0142  HISTORY     - Date     Condition        Report By
 NK0142  HISTORY     - 1934     MONUMENTED       CGS
 NK0142
 NK0142                          STATION DESCRIPTION
 NK0142
 NK0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0142'0.5 MI NW FROM QUARRY.
 NK0142'0.5 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0142'FROM THE STATION AT QUARRY, MARSHALL COUNTY, 35 FEET WEST OF
 NK0142'MILEPOST 146, AT 75-FOOT STEEL BRIDGE 445, IN THE NORTH END OF
 NK0142'THE STONE BACK WALL OF THE EAST ABUTMENT, 7 FEET NORTH OF THE
 NK0142'CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.
 NK0142'A STANDARD DISK, STAMPED D 83 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0143 ***********************************************************************
 NK0143  DESIGNATION -  D 83 RESET
 NK0143  PID         -  NK0143
 NK0143  STATE/COUNTY-  IA/MARSHALL
 NK0143  USGS QUAD   -  LE GRAND (1978)
 NK0143
 NK0143                         *CURRENT SURVEY CONTROL
 NK0143  ___________________________________________________________________
 NK0143* NAD 83(1986)-  42 01 06.     (N)    092 48 52.     (W)     SCALED    
 NK0143* NAVD 88     -       264.14   (meters)     866.6    (feet)  RESET     
 NK0143  ___________________________________________________________________
 NK0143  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 NK0143
 NK0143  VERT ORDER  -  THIRD
 NK0143
 NK0143.The horizontal coordinates were scaled from a topographic map and have
 NK0143.an estimated accuracy of +/- 6 seconds.
 NK0143
 NK0143.The orthometric height was computed from unverified reset data.
 NK0143
 NK0143.The geoid height was determined by GEOID03.
 NK0143
 NK0143;                    North         East    Units  Estimated Accuracy
 NK0143;SPC IA N     - 1,057,810.    1,556,780.      MT  (+/- 180 meters Scaled)
 NK0143
 NK0143                          SUPERSEDED SURVEY CONTROL
 NK0143
 NK0143.No superseded survey control is available for this station.
 NK0143
 NK0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG153518(NAD 83)
 NK0143_MARKER: DB = BENCH MARK DISK
 NK0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0143_SP_SET: BRIDGE
 NK0143_STAMPING: D 83 RESET 1969
 NK0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0143
 NK0143  HISTORY     - Date     Condition        Report By
 NK0143  HISTORY     - 1969     MONUMENTED       CNWRR
 NK0143
 NK0143                          STATION DESCRIPTION
 NK0143
 NK0143'DESCRIBED BY CHICAGO AND NORTH WESTERN RAILROAD 1969
 NK0143'0.5 MI NW FROM QUARRY.
 NK0143'0.5 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0143'FROM THE STATION AT QUARRY, 35 FEET WEST OF MILEPOST 146, AT 75
 NK0143'FOOT STEEL BRIDGE 445, IN THE NORTH END OF THE CONCRETE BACKWALL
 NK0143'EXTENSION OF THE EAST ABUTMENT, 8 FEET NORTH OF THE CENTER
 NK0143'LINE, 8 FEET NORTH OF THE CENTER LINE OF THE EAST-BOUND (NORTH)
 NK0143'TRACK, AND 0.2 FEET BELOW THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0004 ***********************************************************************
 MH0004  DESIGNATION -  D 84
 MH0004  PID         -  MH0004
 MH0004  STATE/COUNTY-  IA/BENTON
 MH0004  USGS QUAD   -  KEYSTONE SOUTH (1965)
 MH0004
 MH0004                         *CURRENT SURVEY CONTROL
 MH0004  ___________________________________________________________________
 MH0004* NAD 83(1986)-  41 53 54.     (N)    092 12 42.     (W)     SCALED    
 MH0004* NAVD 88     -       251.698  (meters)     825.78   (feet)  ADJUSTED  
 MH0004  ___________________________________________________________________
 MH0004  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 MH0004  DYNAMIC HT  -         251.607 (meters)     825.48  (feet)  COMP
 MH0004  MODELED GRAV-     980,253.6   (mgal)                       NAVD 88
 MH0004
 MH0004  VERT ORDER  -  SECOND    CLASS 0
 MH0004
 MH0004.The horizontal coordinates were scaled from a topographic map and have
 MH0004.an estimated accuracy of +/- 6 seconds.
 MH0004
 MH0004.The orthometric height was determined by differential leveling
 MH0004.and adjusted by the National Geodetic Survey in June 1991..
 MH0004
 MH0004.The geoid height was determined by GEOID03.
 MH0004
 MH0004.The dynamic height is computed by dividing the NAVD 88
 MH0004.geopotential number by the normal gravity value computed on the
 MH0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0004.degrees latitude (g = 980.6199 gals.).
 MH0004
 MH0004.The modeled gravity was interpolated from observed gravity values.
 MH0004
 MH0004;                    North         East    Units  Estimated Accuracy
 MH0004;SPC IA N     - 1,045,060.    1,606,910.      MT  (+/- 180 meters Scaled)
 MH0004
 MH0004                          SUPERSEDED SURVEY CONTROL
 MH0004
 MH0004  NGVD 29 (??/??/92)  251.699  (m)          825.78   (f) ADJ UNCH    2 0
 MH0004
 MH0004.Superseded values are not recommended for survey control.
 MH0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0004.See file dsdata.txt to determine how the superseded data were derived.
 MH0004
 MH0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG653387(NAD 83)
 MH0004_MARKER: DB = BENCH MARK DISK
 MH0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0004_SP_SET: BRIDGE
 MH0004_STAMPING: D 84 1934
 MH0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0004+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 MH0004
 MH0004  HISTORY     - Date     Condition        Report By
 MH0004  HISTORY     - 1934     MONUMENTED       CGS
 MH0004  HISTORY     - 20040812 GOOD             GEOCAC
 MH0004
 MH0004                          STATION DESCRIPTION
 MH0004
 MH0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0004'1.8 MI W FROM LUZERNE.
 MH0004'1.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MH0004'FROM THE STATION AT LUZERNE, BENTON COUNTY, 8 POLES WEST OF
 MH0004'MILEPOST 113, AT 35-FOOT STEEL OVERHEAD BRIDGE 334, IN THE
 MH0004'SOUTH END OF THE WEST STONE ABUTMENT, 15 FEET SOUTH OF THE
 MH0004'CENTERLINE OF THE SOUTH TRACK, AND ABOUT 3 FEET LOWER THAN THE
 MH0004'RAIL.  A STANDARD DISK, STAMPED D 84 1934.
 MH0004
 MH0004                          STATION RECOVERY (2004)
 MH0004
 MH0004'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0616 ***********************************************************************
 MG0616  DESIGNATION -  D 85
 MG0616  PID         -  MG0616
 MG0616  STATE/COUNTY-  IA/BENTON
 MG0616  USGS QUAD   -  AMANA (1975)
 MG0616
 MG0616                         *CURRENT SURVEY CONTROL
 MG0616  ___________________________________________________________________
 MG0616* NAD 83(1986)-  41 51 25.     (N)    091 51 19.     (W)     SCALED    
 MG0616* NAVD 88     -       264.852  (meters)     868.94   (feet)  ADJUSTED  
 MG0616  ___________________________________________________________________
 MG0616  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 MG0616  DYNAMIC HT  -         264.754 (meters)     868.61  (feet)  COMP
 MG0616  MODELED GRAV-     980,248.5   (mgal)                       NAVD 88
 MG0616
 MG0616  VERT ORDER  -  SECOND    CLASS 0
 MG0616
 MG0616.The horizontal coordinates were scaled from a topographic map and have
 MG0616.an estimated accuracy of +/- 6 seconds.
 MG0616
 MG0616.The orthometric height was determined by differential leveling
 MG0616.and adjusted by the National Geodetic Survey in June 1991..
 MG0616
 MG0616.The geoid height was determined by GEOID03.
 MG0616
 MG0616.The dynamic height is computed by dividing the NAVD 88
 MG0616.geopotential number by the normal gravity value computed on the
 MG0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0616.degrees latitude (g = 980.6199 gals.).
 MG0616
 MG0616.The modeled gravity was interpolated from observed gravity values.
 MG0616
 MG0616;                    North         East    Units  Estimated Accuracy
 MG0616;SPC IA N     - 1,040,980.    1,636,570.      MT  (+/- 180 meters Scaled)
 MG0616
 MG0616                          SUPERSEDED SURVEY CONTROL
 MG0616
 MG0616  NGVD 29 (??/??/92)  264.859  (m)          868.96   (f) ADJ UNCH    2 0
 MG0616
 MG0616.Superseded values are not recommended for survey control.
 MG0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0616.See file dsdata.txt to determine how the superseded data were derived.
 MG0616
 MG0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG950345(NAD 83)
 MG0616_MARKER: DB = BENCH MARK DISK
 MG0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0616_STAMPING: D 85 1934
 MG0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0616+STABILITY: SURFACE MOTION
 MG0616
 MG0616  HISTORY     - Date     Condition        Report By
 MG0616  HISTORY     - 1934     MONUMENTED       CGS
 MG0616
 MG0616                          STATION DESCRIPTION
 MG0616
 MG0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0616'2 MI SW FROM WALFORD.
 MG0616'2 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MG0616'PACIFIC RAILROAD FROM THE STATION AT WALFORD, BENTON COUNTY,
 MG0616'4 POLES SOUTH OF MILEPOST 72, AT A PRIVATE-ROAD CROSSING,
 MG0616'24 FEET EAST OF THE CENTERLINE OF THE TRACK, 24 FEET NORTH OF
 MG0616'THE CENTER OF A GATE, 25 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 MG0616'AND ABOUT 2 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED
 MG0616'D 85 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0071 ***********************************************************************
 MH0071  DESIGNATION -  D 86
 MH0071  PID         -  MH0071
 MH0071  STATE/COUNTY-  IA/KEOKUK
 MH0071  USGS QUAD   -  KESWICK (1965)
 MH0071
 MH0071                         *CURRENT SURVEY CONTROL
 MH0071  ___________________________________________________________________
 MH0071* NAD 83(1986)-  41 28 08.     (N)    092 07 36.     (W)     SCALED    
 MH0071* NAVD 88     -       227.420  (meters)     746.13   (feet)  ADJUSTED  
 MH0071  ___________________________________________________________________
 MH0071  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 MH0071  DYNAMIC HT  -         227.328 (meters)     745.83  (feet)  COMP
 MH0071  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 MH0071
 MH0071  VERT ORDER  -  SECOND    CLASS 0
 MH0071
 MH0071.The horizontal coordinates were scaled from a topographic map and have
 MH0071.an estimated accuracy of +/- 6 seconds.
 MH0071
 MH0071.The orthometric height was determined by differential leveling
 MH0071.and adjusted by the National Geodetic Survey in June 1991..
 MH0071
 MH0071.The geoid height was determined by GEOID03.
 MH0071
 MH0071.The dynamic height is computed by dividing the NAVD 88
 MH0071.geopotential number by the normal gravity value computed on the
 MH0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0071.degrees latitude (g = 980.6199 gals.).
 MH0071
 MH0071.The modeled gravity was interpolated from observed gravity values.
 MH0071
 MH0071;                    North         East    Units  Estimated Accuracy
 MH0071;SPC IA S     -   164,030.      614,710.      MT  (+/- 180 meters Scaled)
 MH0071
 MH0071                          SUPERSEDED SURVEY CONTROL
 MH0071
 MH0071  NGVD 29 (??/??/92)  227.446  (m)          746.21   (f) ADJ UNCH    2 0
 MH0071
 MH0071.Superseded values are not recommended for survey control.
 MH0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0071.See file dsdata.txt to determine how the superseded data were derived.
 MH0071
 MH0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF729911(NAD 83)
 MH0071_MARKER: DB = BENCH MARK DISK
 MH0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0071_SP_SET: BRIDGE
 MH0071_STAMPING: D 86 1934
 MH0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0071
 MH0071  HISTORY     - Date     Condition        Report By
 MH0071  HISTORY     - 1934     MONUMENTED       CGS
 MH0071  HISTORY     - 1945     GOOD             NGS
 MH0071  HISTORY     - 1981     MARK NOT FOUND   NGS
 MH0071
 MH0071                          STATION DESCRIPTION
 MH0071
 MH0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 MH0071'3.3 MI NE FROM WEBSTER.
 MH0071'3.3 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MH0071'PACIFIC RAILROAD FROM THE CONSOLIDATED SCHOOL AT WEBSTER, KEOKUK
 MH0071'COUNTY, 7 POLES NORTHEAST OF MILEPOST 35, AT 100-FOOT STEEL BRIDGE
 MH0071'NO. I-230, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 MH0071'ABUTMENT, 8 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 MH0071'2 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED D 86 1934.
 MH0071
 MH0071                          STATION RECOVERY (1981)
 MH0071
 MH0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MH0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0102 ***********************************************************************
 MH0102  DESIGNATION -  D 87
 MH0102  PID         -  MH0102
 MH0102  STATE/COUNTY-  IA/MAHASKA
 MH0102  USGS QUAD   -  OSKALOOSA (1968)
 MH0102
 MH0102                         *CURRENT SURVEY CONTROL
 MH0102  ___________________________________________________________________
 MH0102* NAD 83(1986)-  41 17 36.     (N)    092 38 47.     (W)     SCALED    
 MH0102* NAVD 88     -       257.644  (meters)     845.29   (feet)  ADJUSTED  
 MH0102  ___________________________________________________________________
 MH0102  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 MH0102  DYNAMIC HT  -         257.531 (meters)     844.92  (feet)  COMP
 MH0102  MODELED GRAV-     980,179.5   (mgal)                       NAVD 88
 MH0102
 MH0102  VERT ORDER  -  SECOND    CLASS 0
 MH0102
 MH0102.The horizontal coordinates were scaled from a topographic map and have
 MH0102.an estimated accuracy of +/- 6 seconds.
 MH0102
 MH0102.The orthometric height was determined by differential leveling
 MH0102.and adjusted by the National Geodetic Survey in June 1991..
 MH0102
 MH0102.The geoid height was determined by GEOID03.
 MH0102
 MH0102.The dynamic height is computed by dividing the NAVD 88
 MH0102.geopotential number by the normal gravity value computed on the
 MH0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0102.degrees latitude (g = 980.6199 gals.).
 MH0102
 MH0102.The modeled gravity was interpolated from observed gravity values.
 MH0102
 MH0102;                    North         East    Units  Estimated Accuracy
 MH0102;SPC IA S     -   143,970.      571,500.      MT  (+/- 180 meters Scaled)
 MH0102
 MH0102                          SUPERSEDED SURVEY CONTROL
 MH0102
 MH0102  NGVD 29 (??/??/92)  257.619  (m)          845.21   (f) ADJ UNCH    2 0
 MH0102
 MH0102.Superseded values are not recommended for survey control.
 MH0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0102.See file dsdata.txt to determine how the superseded data were derived.
 MH0102
 MH0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF296713(NAD 83)
 MH0102_MARKER: DB = BENCH MARK DISK
 MH0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0102_SP_SET: BANISTER
 MH0102_STAMPING: D 87 1934
 MH0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0102+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2002
 MH0102
 MH0102  HISTORY     - Date     Condition        Report By
 MH0102  HISTORY     - 1934     MONUMENTED       CGS
 MH0102  HISTORY     - 1948     GOOD             NGS
 MH0102  HISTORY     - 20021004 GOOD             NGS
 MH0102  HISTORY     - 20051224 GOOD             GEOCAC
 MH0102
 MH0102                          STATION DESCRIPTION
 MH0102
 MH0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MH0102'AT OSKALOOSA.
 MH0102'AT OSKALOOSA, MAHASKA COUNTY, AT THE SOUTH ENTRANCE TO THE POST
 MH0102'OFFICE, AND IN THE CENTER OF THE WEST LIMESTONE-BLOCK BANISTER.
 MH0102'A STANDARD DISK, STAMPED D 87 1934.
 MH0102
 MH0102                          STATION RECOVERY (2002)
 MH0102
 MH0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 MH0102'STATION IS AT OLD POST OFFICE OFFICE BLDG. IN OSKALOOSA, IA, AT 206
 MH0102'NORTH MARKET ST. (US 63) AT NE CORNER WITH A AVENUE (IA 92).
 MH0102
 MH0102                          STATION RECOVERY (2005)
 MH0102
 MH0102'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MH0102'HANDHELD COORDINATES N41 17 46.9 W092 38 41.4 SKY PARTIALLY OBSTRUCTED
 MH0102'BY BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0163 ***********************************************************************
 MH0163  FBN         -  This is a Federal Base Network Control Station.
 MH0163  DESIGNATION -  D 88
 MH0163  PID         -  MH0163
 MH0163  STATE/COUNTY-  IA/JASPER
 MH0163  USGS QUAD   -  NEWBURG (1980)
 MH0163
 MH0163                         *CURRENT SURVEY CONTROL
 MH0163  ___________________________________________________________________
 MH0163* NAD 83(1996)-  41 50 54.83225(N)    092 46 58.85550(W)     ADJUSTED  
 MH0163* NAVD 88     -       314.070  (meters)    1030.41   (feet)  ADJUSTED  
 MH0163  ___________________________________________________________________
 MH0163  X           -    -231,040.164 (meters)                     COMP
 MH0163  Y           -  -4,752,835.357 (meters)                     COMP
 MH0163  Z           -   4,233,277.416 (meters)                     COMP
 MH0163  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 MH0163  ELLIP HEIGHT-         282.23  (meters)          (07/28/03) GPS OBS
 MH0163  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 MH0163  DYNAMIC HT  -         313.947 (meters)    1030.01  (feet)  COMP
 MH0163  MODELED GRAV-     980,223.0   (mgal)                       NAVD 88
 MH0163
 MH0163  HORZ ORDER  -  B
 MH0163  VERT ORDER  -  SECOND    CLASS 0
 MH0163  ELLP ORDER  -  FOURTH    CLASS I
 MH0163
 MH0163.The horizontal coordinates were established by GPS observations
 MH0163.and adjusted by the National Geodetic Survey in August 1997..
 MH0163
 MH0163.The orthometric height was determined by differential leveling
 MH0163.and adjusted by the National Geodetic Survey in June 1991..
 MH0163
 MH0163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0163
 MH0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0163
 MH0163.The ellipsoidal height was determined by GPS observations
 MH0163.and is referenced to NAD 83.
 MH0163
 MH0163.The geoid height was determined by GEOID03.
 MH0163
 MH0163.The dynamic height is computed by dividing the NAVD 88
 MH0163.geopotential number by the normal gravity value computed on the
 MH0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0163.degrees latitude (g = 980.6199 gals.).
 MH0163
 MH0163.The modeled gravity was interpolated from observed gravity values.
 MH0163
 MH0163;                    North         East     Units Scale Factor Converg.
 MH0163;SPC IA S     -   205,533.652   559,543.407   MT  1.00001223   +0 28 20.2
 MH0163;UTM  15      - 4,632,985.494   518,012.696   MT  0.99960399   +0 08 41.2
 MH0163
 MH0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0163!SPC IA S     -   0.99995574  x   1.00001223  =   0.99996797
 MH0163!UTM  15      -   0.99995574  x   0.99960399  =   0.99955974
 MH0163
 MH0163                          SUPERSEDED SURVEY CONTROL
 MH0163
 MH0163  ELLIP H (08/25/97)  282.27   (m)                       GP(       ) 4 1
 MH0163  NAVD 88 (08/25/97)  314.07   (m)         1030.4    (f) LEVELING    3  
 MH0163  NGVD 29 (??/??/92)  314.047  (m)         1030.34   (f) ADJ UNCH    2 0
 MH0163
 MH0163.Superseded values are not recommended for survey control.
 MH0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0163.See file dsdata.txt to determine how the superseded data were derived.
 MH0163
 MH0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1801332985(NAD 83)
 MH0163_MARKER: DB = BENCH MARK DISK
 MH0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0163_STAMPING: D 88 1934
 MH0163_MARK LOGO: CGS   
 MH0163_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0163+STABILITY: SURFACE MOTION
 MH0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0163+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2003
 MH0163
 MH0163  HISTORY     - Date     Condition        Report By
 MH0163  HISTORY     - 1934     MONUMENTED       CGS
 MH0163  HISTORY     - 19960918 GOOD             IADT
 MH0163  HISTORY     - 20030204 GOOD             IADT
 MH0163
 MH0163                          STATION DESCRIPTION
 MH0163
 MH0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0163'2.2 MI S FROM GILMAN.
 MH0163'IN JASPER COUNTY, 2.2 MILES SOUTH ALONG THE MINNEAPOLIS AND ST.
 MH0163'LOUIS RAILROAD FROM THE STATION AT GILMAN, MARSHALL COUNTY, 2-1/2
 MH0163'POLES SOUTH OF MILEPOST 260, AT A PUBLIC-ROAD CROSSING, 21 FEET
 MH0163'NORTH OF THE CENTERLINE OF THE ROAD, 40 FEET EAST OF THE
 MH0163'CENTERLINE OF THE TRACK, 5 FEET WEST AND 1 FOOT NORTH OF A
 MH0163'RIGHT-OF-WAY FENCE CORNER, AND 1 FOOT LOWER THAN THE RAIL.  A
 MH0163'STANDARD DISK, STAMPED D 88 1934 AND SET IN THE TOP OF A CONCRETE
 MH0163'POST.
 MH0163
 MH0163                          STATION RECOVERY (1996)
 MH0163
 MH0163'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (AAW)
 MH0163'THIS STATION IS LOCATED 8 MI (12.9 KM) NNW OF GRINNELL, 2 1/4 MI NORTH
 MH0163'OF NEWBURG, AND 1 3/4 MI SOUTH OF GILMAN, IN THE SW 1/4 OF SECTION 1,
 MH0163'T 81 N, R 17 W.  TO REACH THE STATION FROM THE INTERSECTION OF COUNTY
 MH0163'ROAD F 17 AND COUNTY ROAD T 38, JUST WEST OF NEWBURG, GO NORTH ON
 MH0163'COUNTY ROAD T 38 FOR 1.9 MI (3.1 KM) TO A GRAVEL CROSSROAD (N 107TH
 MH0163'AVE) .  TURN RIGHT AND GO EAST ON N 107TH AVE FOR 0.1 MI (0.2 KM) TO
 MH0163'THE STATION ON THE LEFT, NORTH SIDE OF THE ROAD.  THE MONUMENT IS 43
 MH0163'FT (13.1 M) EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 31 FT (9.4
 MH0163'M) NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 0.3 M (1.0 FT) SOUTH OF
 MH0163'A PINK STATE HARN SURVEY SIGN, AND 0.15 M (0.49 FT) EAST OF A METAL
 MH0163'WITNESS POST.
 MH0163
 MH0163                          STATION RECOVERY (2003)
 MH0163
 MH0163'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (DO)
 MH0163'RECOVERED AS DESCRIBED.
 MH0163'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0244 ***********************************************************************
 LF0244  DESIGNATION -  D 9
 LF0244  PID         -  LF0244
 LF0244  STATE/COUNTY-  IA/FREMONT
 LF0244  USGS QUAD   -  FARRAGUT (1981)
 LF0244
 LF0244                         *CURRENT SURVEY CONTROL
 LF0244  ___________________________________________________________________
 LF0244* NAD 83(1986)-  40 44 50.     (N)    095 24 15.     (W)     SCALED    
 LF0244* NAVD 88     -       295.537  (meters)     969.61   (feet)  ADJUSTED  
 LF0244  ___________________________________________________________________
 LF0244  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LF0244  DYNAMIC HT  -         295.378 (meters)     969.09  (feet)  COMP
 LF0244  MODELED GRAV-     980,077.8   (mgal)                       NAVD 88
 LF0244
 LF0244  VERT ORDER  -  FIRST     CLASS II
 LF0244
 LF0244.The horizontal coordinates were scaled from a topographic map and have
 LF0244.an estimated accuracy of +/- 6 seconds.
 LF0244
 LF0244.The orthometric height was determined by differential leveling
 LF0244.and adjusted by the National Geodetic Survey in June 1991..
 LF0244
 LF0244.The geoid height was determined by GEOID03.
 LF0244
 LF0244.The dynamic height is computed by dividing the NAVD 88
 LF0244.geopotential number by the normal gravity value computed on the
 LF0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0244.degrees latitude (g = 980.6199 gals.).
 LF0244
 LF0244.The modeled gravity was interpolated from observed gravity values.
 LF0244
 LF0244;                    North         East    Units  Estimated Accuracy
 LF0244;SPC IA S     -    84,740.      339,200.      MT  (+/- 180 meters Scaled)
 LF0244
 LF0244                          SUPERSEDED SURVEY CONTROL
 LF0244
 LF0244  NGVD 29 (??/??/92)  295.423  (m)          969.23   (f) ADJ UNCH    1 2
 LF0244
 LF0244.Superseded values are not recommended for survey control.
 LF0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0244.See file dsdata.txt to determine how the superseded data were derived.
 LF0244
 LF0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF970134(NAD 83)
 LF0244_MARKER: DB = BENCH MARK DISK
 LF0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0244_STAMPING: D 9 1933
 LF0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0244+STABILITY: SURFACE MOTION
 LF0244
 LF0244  HISTORY     - Date     Condition        Report By
 LF0244  HISTORY     - 1933     MONUMENTED       CGS
 LF0244  HISTORY     - 1941     GOOD             NGS
 LF0244  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0244
 LF0244                          STATION DESCRIPTION
 LF0244
 LF0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0244'2 MI SW FROM SHENANDOAH.
 LF0244'IN FREMONT COUNTY, 2.0 MILES SOUTHWEST ALONG THE CHICAGO,
 LF0244'BURLINGTON AND QUINCY RAILROAD FROM SHENANDOAH, PAGE COUNTY,
 LF0244'29 RAILS SOUTHWEST OF MILEPOST 21, 40 FEET EAST OF A
 LF0244'NORTH-AND-SOUTH ROAD, AND 40 FEET NORTH OF THE TRACK.  A STANDARD
 LF0244'DISK, STAMPED D 9 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LF0244
 LF0244                          STATION RECOVERY (1976)
 LF0244
 LF0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0196 ***********************************************************************
 NL0196  DESIGNATION -  D 90
 NL0196  PID         -  NL0196
 NL0196  STATE/COUNTY-  IA/CARROLL
 NL0196  USGS QUAD   -  CARROLL WEST (1980)
 NL0196
 NL0196                         *CURRENT SURVEY CONTROL
 NL0196  ___________________________________________________________________
 NL0196* NAD 83(1986)-  42 02 06.     (N)    094 57 59.     (W)     SCALED    
 NL0196* NAVD 88     -       408.743  (meters)    1341.02   (feet)  ADJUSTED  
 NL0196  ___________________________________________________________________
 NL0196  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 NL0196  DYNAMIC HT  -         408.567 (meters)    1340.44  (feet)  COMP
 NL0196  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 NL0196
 NL0196  VERT ORDER  -  SECOND    CLASS 0
 NL0196
 NL0196.The horizontal coordinates were scaled from a topographic map and have
 NL0196.an estimated accuracy of +/- 6 seconds.
 NL0196
 NL0196.The orthometric height was determined by differential leveling
 NL0196.and adjusted by the National Geodetic Survey in June 1991..
 NL0196
 NL0196.The geoid height was determined by GEOID03.
 NL0196
 NL0196.The dynamic height is computed by dividing the NAVD 88
 NL0196.geopotential number by the normal gravity value computed on the
 NL0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0196.degrees latitude (g = 980.6199 gals.).
 NL0196
 NL0196.The modeled gravity was interpolated from observed gravity values.
 NL0196
 NL0196;                    North         East    Units  Estimated Accuracy
 NL0196;SPC IA N     - 1,060,480.    1,378,580.      MT  (+/- 180 meters Scaled)
 NL0196
 NL0196                          SUPERSEDED SURVEY CONTROL
 NL0196
 NL0196  NGVD 29 (??/??/92)  408.627  (m)         1340.64   (f) ADJ UNCH    2 0
 NL0196
 NL0196.Superseded values are not recommended for survey control.
 NL0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0196.See file dsdata.txt to determine how the superseded data were derived.
 NL0196
 NL0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG372555(NAD 83)
 NL0196_MARKER: DB = BENCH MARK DISK
 NL0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0196_STAMPING: D 90 1935
 NL0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0196+STABILITY: SURFACE MOTION
 NL0196
 NL0196  HISTORY     - Date     Condition        Report By
 NL0196  HISTORY     - 1935     MONUMENTED       CGS
 NL0196  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0196
 NL0196                          STATION DESCRIPTION
 NL0196
 NL0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0196'1.8 MI NE FROM HALBUR.
 NL0196'1.8 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0196'FROM THE STATION AT HALBUR, CARROLL COUNTY, AT A ROAD CROSSING,
 NL0196'45 FEET EAST OF THE CENTERLINE OF THE TRACK, 39 FEET SOUTH
 NL0196'OF THE CENTERLINE OF THE ROAD, 6 FEET SOUTHWEST OF A FENCE
 NL0196'CORNER, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 NL0196'D 90 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NL0196
 NL0196                          STATION RECOVERY (1975)
 NL0196
 NL0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0349 ***********************************************************************
 MJ0349  DESIGNATION -  D 91
 MJ0349  PID         -  MJ0349
 MJ0349  STATE/COUNTY-  IA/CRAWFORD
 MJ0349  USGS QUAD   -  DOW CITY (1971)
 MJ0349
 MJ0349                         *CURRENT SURVEY CONTROL
 MJ0349  ___________________________________________________________________
 MJ0349* NAD 83(1986)-  41 59 37.     (N)    095 29 54.     (W)     SCALED    
 MJ0349* NAVD 88     -       364.166  (meters)    1194.77   (feet)  ADJUSTED  
 MJ0349  ___________________________________________________________________
 MJ0349  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 MJ0349  DYNAMIC HT  -         364.014 (meters)    1194.27  (feet)  COMP
 MJ0349  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 MJ0349
 MJ0349  VERT ORDER  -  SECOND    CLASS 0
 MJ0349
 MJ0349.The horizontal coordinates were scaled from a topographic map and have
 MJ0349.an estimated accuracy of +/- 6 seconds.
 MJ0349
 MJ0349.The orthometric height was determined by differential leveling
 MJ0349.and adjusted by the National Geodetic Survey in June 1991..
 MJ0349
 MJ0349.The geoid height was determined by GEOID03.
 MJ0349
 MJ0349.The dynamic height is computed by dividing the NAVD 88
 MJ0349.geopotential number by the normal gravity value computed on the
 MJ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0349.degrees latitude (g = 980.6199 gals.).
 MJ0349
 MJ0349.The modeled gravity was interpolated from observed gravity values.
 MJ0349
 MJ0349;                    North         East    Units  Estimated Accuracy
 MJ0349;SPC IA N     - 1,056,790.    1,334,430.      MT  (+/- 180 meters Scaled)
 MJ0349
 MJ0349                          SUPERSEDED SURVEY CONTROL
 MJ0349
 MJ0349  NGVD 29 (??/??/92)  364.028  (m)         1194.32   (f) ADJ UNCH    2 0
 MJ0349
 MJ0349.Superseded values are not recommended for survey control.
 MJ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0349.See file dsdata.txt to determine how the superseded data were derived.
 MJ0349
 MJ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG930520(NAD 83)
 MJ0349_MARKER: DB = BENCH MARK DISK
 MJ0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0349_SP_SET: CULVERT
 MJ0349_STAMPING: D 91 1935
 MJ0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0349
 MJ0349  HISTORY     - Date     Condition        Report By
 MJ0349  HISTORY     - 1935     MONUMENTED       CGS
 MJ0349  HISTORY     - 1942     GOOD             NGS
 MJ0349
 MJ0349                          STATION DESCRIPTION
 MJ0349
 MJ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MJ0349'4.8 MI NW FROM ARION.
 MJ0349'4.8 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0349'PACIFIC RAILROAD FROM THE STATION AT ARION, CRAWFORD COUNTY, 1.5
 MJ0349'MILES SOUTHEAST OF THE STATION AT KENWOOD, 9 POLES SOUTHEAST OF
 MJ0349'MILEPOST 19, 150 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 MJ0349'60 FEET SOUTH OF THE JUNCTION OF A ROAD LEADING NORTH AND AN
 MJ0349'EAST-AND-WEST ROAD, 18 FEET SOUTHWEST OF THE CENTERLINE OF THE
 MJ0349'EAST-AND-WEST ROAD, AT A 3- BY 3-FOOT CONCRETE-BOX CULVERT UNDER THE
 MJ0349'ROAD, AND IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 MJ0349'HEADWALL.  A STANDARD DISK, STAMPED D 91 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0282 ***********************************************************************
 NL0282  DESIGNATION -  D 93
 NL0282  PID         -  NL0282
 NL0282  STATE/COUNTY-  IA/SAC
 NL0282  USGS QUAD   -  SAC CITY WEST (1980)
 NL0282
 NL0282                         *CURRENT SURVEY CONTROL
 NL0282  ___________________________________________________________________
 NL0282* NAD 83(1986)-  42 22 40.     (N)    095 01 57.     (W)     SCALED    
 NL0282* NAVD 88     -       393.092  (meters)    1289.67   (feet)  ADJUSTED  
 NL0282  ___________________________________________________________________
 NL0282  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 NL0282  DYNAMIC HT  -         392.948 (meters)    1289.20  (feet)  COMP
 NL0282  MODELED GRAV-     980,243.5   (mgal)                       NAVD 88
 NL0282
 NL0282  VERT ORDER  -  SECOND    CLASS 0
 NL0282
 NL0282.The horizontal coordinates were scaled from a topographic map and have
 NL0282.an estimated accuracy of +/- 6 seconds.
 NL0282
 NL0282.The orthometric height was determined by differential leveling
 NL0282.and adjusted by the National Geodetic Survey in June 1991..
 NL0282
 NL0282.The geoid height was determined by GEOID03.
 NL0282
 NL0282.The dynamic height is computed by dividing the NAVD 88
 NL0282.geopotential number by the normal gravity value computed on the
 NL0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0282.degrees latitude (g = 980.6199 gals.).
 NL0282
 NL0282.The modeled gravity was interpolated from observed gravity values.
 NL0282
 NL0282;                    North         East    Units  Estimated Accuracy
 NL0282;SPC IA N     - 1,098,640.    1,373,800.      MT  (+/- 180 meters Scaled)
 NL0282
 NL0282                          SUPERSEDED SURVEY CONTROL
 NL0282
 NL0282  NGVD 29 (??/??/92)  392.991  (m)         1289.34   (f) ADJ UNCH    2 0
 NL0282
 NL0282.Superseded values are not recommended for survey control.
 NL0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0282.See file dsdata.txt to determine how the superseded data were derived.
 NL0282
 NL0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG326937(NAD 83)
 NL0282_MARKER: DB = BENCH MARK DISK
 NL0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0282_STAMPING: D 93 1935
 NL0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0282+STABILITY: SURFACE MOTION
 NL0282
 NL0282  HISTORY     - Date     Condition        Report By
 NL0282  HISTORY     - 1935     MONUMENTED       CGS
 NL0282  HISTORY     - 1943     GOOD             NGS
 NL0282  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0282
 NL0282                          STATION DESCRIPTION
 NL0282
 NL0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0282'3.6 MI S FROM SAC CITY.
 NL0282'3.6 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0282'FROM THE STATION AT SAC CITY, SAC COUNTY, AT CULVERT 1425, AT
 NL0282'A ROAD CROSSING, 54 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 NL0282'36 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 3 FEET LOWER
 NL0282'THAN THE TRACK.  A STANDARD DISK, STAMPED D 93 1935 AND SET
 NL0282'IN THE TOP OF A CONCRETE POST.
 NL0282
 NL0282                          STATION RECOVERY (1975)
 NL0282
 NL0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0326 ***********************************************************************
 NL0326  DESIGNATION -  D 94
 NL0326  PID         -  NL0326
 NL0326  STATE/COUNTY-  IA/CRAWFORD
 NL0326  USGS QUAD   -  BOYER (1980)
 NL0326
 NL0326                         *CURRENT SURVEY CONTROL
 NL0326  ___________________________________________________________________
 NL0326* NAD 83(1986)-  42 11 09.     (N)    095 12 40.     (W)     SCALED    
 NL0326* NAVD 88     -       377.202  (meters)    1237.54   (feet)  ADJUSTED  
 NL0326  ___________________________________________________________________
 NL0326  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 NL0326  DYNAMIC HT  -         377.049 (meters)    1237.03  (feet)  COMP
 NL0326  MODELED GRAV-     980,206.3   (mgal)                       NAVD 88
 NL0326
 NL0326  VERT ORDER  -  SECOND    CLASS 0
 NL0326
 NL0326.The horizontal coordinates were scaled from a topographic map and have
 NL0326.an estimated accuracy of +/- 6 seconds.
 NL0326
 NL0326.The orthometric height was determined by differential leveling
 NL0326.and adjusted by the National Geodetic Survey in June 1991..
 NL0326
 NL0326.The geoid height was determined by GEOID03.
 NL0326
 NL0326.The dynamic height is computed by dividing the NAVD 88
 NL0326.geopotential number by the normal gravity value computed on the
 NL0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0326.degrees latitude (g = 980.6199 gals.).
 NL0326
 NL0326.The modeled gravity was interpolated from observed gravity values.
 NL0326
 NL0326;                    North         East    Units  Estimated Accuracy
 NL0326;SPC IA N     - 1,077,610.    1,358,660.      MT  (+/- 180 meters Scaled)
 NL0326
 NL0326                          SUPERSEDED SURVEY CONTROL
 NL0326
 NL0326  NGVD 29 (??/??/92)  377.074  (m)         1237.12   (f) ADJ UNCH    2 0
 NL0326
 NL0326.Superseded values are not recommended for survey control.
 NL0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0326.See file dsdata.txt to determine how the superseded data were derived.
 NL0326
 NL0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG174727(NAD 83)
 NL0326_MARKER: DB = BENCH MARK DISK
 NL0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0326_STAMPING: D 94 1935
 NL0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0326+STABILITY: SURFACE MOTION
 NL0326
 NL0326  HISTORY     - Date     Condition        Report By
 NL0326  HISTORY     - 1935     MONUMENTED       CGS
 NL0326  HISTORY     - 1943     GOOD             NGS
 NL0326  HISTORY     - 1971     MARK NOT FOUND   NGS
 NL0326
 NL0326                          STATION DESCRIPTION
 NL0326
 NL0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0326'1.4 MI NE FROM BOYER.
 NL0326'1.4 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0326'FROM THE STATION AT BOYER, CRAWFORD COUNTY, 9-1/2 POLES NORTHEAST
 NL0326'OF MILEPOST 9, AT A ROAD CROSSING, 52 FEET SOUTHEAST OF THE
 NL0326'CENTERLINE OF THE TRACK, 36 FEET SOUTHWEST OF THE CENTERLINE OF
 NL0326'THE ROAD, 2 FEET NORTHWEST AND 3 FEET SOUTHWEST OF A RIGHT OF
 NL0326'WAY FENCE CORNER, AND 3 FEET HIGHER THAN THE TRACK.  A STANDARD
 NL0326'DISK, STAMPED D 94 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NL0326
 NL0326                          STATION RECOVERY (1971)
 NL0326
 NL0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NL0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0426 ***********************************************************************
 NL0426  DESIGNATION -  D 95
 NL0426  PID         -  NL0426
 NL0426  STATE/COUNTY-  IA/MONONA
 NL0426  USGS QUAD   -  MAPLETON SE (1982)
 NL0426
 NL0426                         *CURRENT SURVEY CONTROL
 NL0426  ___________________________________________________________________
 NL0426* NAD 83(1986)-  42 00 05.     (N)    095 45 47.     (W)     SCALED    
 NL0426* NAVD 88     -       347.991  (meters)    1141.70   (feet)  ADJUSTED  
 NL0426  ___________________________________________________________________
 NL0426  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 NL0426  DYNAMIC HT  -         347.856 (meters)    1141.26  (feet)  COMP
 NL0426  MODELED GRAV-     980,223.8   (mgal)                       NAVD 88
 NL0426
 NL0426  VERT ORDER  -  SECOND    CLASS 0
 NL0426
 NL0426.The horizontal coordinates were scaled from a topographic map and have
 NL0426.an estimated accuracy of +/- 6 seconds.
 NL0426
 NL0426.The orthometric height was determined by differential leveling
 NL0426.and adjusted by the National Geodetic Survey in June 1991..
 NL0426
 NL0426.The geoid height was determined by GEOID03.
 NL0426
 NL0426.The dynamic height is computed by dividing the NAVD 88
 NL0426.geopotential number by the normal gravity value computed on the
 NL0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0426.degrees latitude (g = 980.6199 gals.).
 NL0426
 NL0426.The modeled gravity was interpolated from observed gravity values.
 NL0426
 NL0426;                    North         East    Units  Estimated Accuracy
 NL0426;SPC IA N     - 1,058,200.    1,312,530.      MT  (+/- 180 meters Scaled)
 NL0426
 NL0426                          SUPERSEDED SURVEY CONTROL
 NL0426
 NL0426  NGVD 29 (??/??/92)  347.85   (m)         1141.2    (f) COMPUTED    2 0
 NL0426
 NL0426.Superseded values are not recommended for survey control.
 NL0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0426.See file dsdata.txt to determine how the superseded data were derived.
 NL0426
 NL0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG711536(NAD 83)
 NL0426_MARKER: DB = BENCH MARK DISK
 NL0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0426_STAMPING: D-95 1935
 NL0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0426+STABILITY: SURFACE MOTION
 NL0426
 NL0426  HISTORY     - Date     Condition        Report By
 NL0426  HISTORY     - 1935     MONUMENTED       CGS
 NL0426
 NL0426                          STATION DESCRIPTION
 NL0426
 NL0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0426'1.5 MI N FROM SOLDIER.
 NL0426'1.5 MILES NORTH OF DEPOT AT ALONG THE CHICAGO AND NORTH WESTERN
 NL0426'RAILROAD AT ROAD CROSSING, AT BRIDGE 227.  SET IN POST 30 FEET
 NL0426'SOUTH OF THE CENTER LINE OF THE ROAD, 24 FEET WEST OF THE CENTER
 NL0426'LINE OF THE TRACKS, AT RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0427 ***********************************************************************
 NL0427  DESIGNATION -  D 95 RESET
 NL0427  PID         -  NL0427
 NL0427  STATE/COUNTY-  IA/MONONA
 NL0427  USGS QUAD   -  MAPLETON SE (1982)
 NL0427
 NL0427                         *CURRENT SURVEY CONTROL
 NL0427  ___________________________________________________________________
 NL0427* NAD 83(1986)-  42 00 05.     (N)    095 45 47.     (W)     SCALED    
 NL0427* NAVD 88     -       348.27   (meters)    1142.6    (feet)  RESET     
 NL0427  ___________________________________________________________________
 NL0427  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 NL0427
 NL0427  VERT ORDER  -  THIRD
 NL0427
 NL0427.The horizontal coordinates were scaled from a topographic map and have
 NL0427.an estimated accuracy of +/- 6 seconds.
 NL0427
 NL0427.The orthometric height was computed from unverified reset data.
 NL0427.No vertical observational check was made to the station.
 NL0427
 NL0427.The geoid height was determined by GEOID03.
 NL0427
 NL0427;                    North         East    Units  Estimated Accuracy
 NL0427;SPC IA N     - 1,058,200.    1,312,530.      MT  (+/- 180 meters Scaled)
 NL0427
 NL0427                          SUPERSEDED SURVEY CONTROL
 NL0427
 NL0427  NGVD 29 (??/??/??)  348.12   (m)         1142.1    (f) RESET       3  
 NL0427
 NL0427.Superseded values are not recommended for survey control.
 NL0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0427.See file dsdata.txt to determine how the superseded data were derived.
 NL0427
 NL0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG711536(NAD 83)
 NL0427_MARKER: DB = BENCH MARK DISK
 NL0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0427_STAMPING: D 95 1934 RESET 1944
 NL0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0427+STABILITY: SURFACE MOTION
 NL0427
 NL0427  HISTORY     - Date     Condition        Report By
 NL0427  HISTORY     - 1944     MONUMENTED       CNWRR
 NL0427
 NL0427                          STATION DESCRIPTION
 NL0427
 NL0427'DESCRIBED BY CHICAGO AND NORTH WESTERN RAILROAD 1944
 NL0427'1.5 MI N FROM SOLDIER.
 NL0427'1.5 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0427'THE STATION AT SOLDIER, 40 FEET NORTH OF THE NORTH END OF BRIDGE
 NL0427'227, NORTH OF A ROAD CROSING, AND 32.6 FEET WEST OF THE CENTERLINE
 NL0427'OF THE TRACK.  A STANDARD DISK, STAMPED D 95 1934 RESET 1944 AND
 NL0427'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS
 NL0427'ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE CHICAGO
 NL0427'AND NORTH WESTERN RAILWAY IN DECEMBER 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0646 ***********************************************************************
 MJ0646  DESIGNATION -  D 97
 MJ0646  PID         -  MJ0646
 MJ0646  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0646  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0646
 MJ0646                         *CURRENT SURVEY CONTROL
 MJ0646  ___________________________________________________________________
 MJ0646* NAD 83(1986)-  41 13 05.     (N)    095 49 03.     (W)     SCALED    
 MJ0646* NAVD 88     -       300.079  (meters)     984.51   (feet)  ADJUSTED  
 MJ0646  ___________________________________________________________________
 MJ0646  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 MJ0646  DYNAMIC HT  -         299.957 (meters)     984.11  (feet)  COMP
 MJ0646  MODELED GRAV-     980,207.2   (mgal)                       NAVD 88
 MJ0646
 MJ0646  VERT ORDER  -  SECOND    CLASS 0
 MJ0646
 MJ0646.The horizontal coordinates were scaled from a topographic map and have
 MJ0646.an estimated accuracy of +/- 6 seconds.
 MJ0646
 MJ0646.The orthometric height was determined by differential leveling
 MJ0646.and adjusted by the National Geodetic Survey in June 1991..
 MJ0646
 MJ0646.The geoid height was determined by GEOID03.
 MJ0646
 MJ0646.The dynamic height is computed by dividing the NAVD 88
 MJ0646.geopotential number by the normal gravity value computed on the
 MJ0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0646.degrees latitude (g = 980.6199 gals.).
 MJ0646
 MJ0646.The modeled gravity was interpolated from observed gravity values.
 MJ0646
 MJ0646;                    North         East    Units  Estimated Accuracy
 MJ0646;SPC IA S     -   137,850.      305,690.      MT  (+/- 180 meters Scaled)
 MJ0646
 MJ0646                          SUPERSEDED SURVEY CONTROL
 MJ0646
 MJ0646  NGVD 29 (??/??/92)  299.964  (m)          984.13   (f) ADJ UNCH    2 0
 MJ0646
 MJ0646.Superseded values are not recommended for survey control.
 MJ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0646.See file dsdata.txt to determine how the superseded data were derived.
 MJ0646
 MJ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF638667(NAD 83)
 MJ0646_MARKER: DB = BENCH MARK DISK
 MJ0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0646_SP_SET: CULVERT
 MJ0646_STAMPING: D 97 1935
 MJ0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0646
 MJ0646  HISTORY     - Date     Condition        Report By
 MJ0646  HISTORY     - 1935     MONUMENTED       CGS
 MJ0646  HISTORY     - 1947     GOOD             NGS
 MJ0646
 MJ0646                          STATION DESCRIPTION
 MJ0646
 MJ0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0646'3.8 MI SE FROM COUNCIL BLUFFS.
 MJ0646'3.8 MILES SOUTHEAST ALONG THE WABASH RAILROAD FROM THE UNION
 MJ0646'PACIFIC TRANSFER DEPOT AT COUNCIL BLUFFS, POTTAWATTAMIE COUNTY,
 MJ0646'2-1/2 POLES SOUTHEAST OF MILEPOST 407-7, AT A ROAD CROSSING
 MJ0646'AT A CONCRETE ARCH CULVERT UNDER THE ROAD, IN THE TOP OF THE
 MJ0646'NORTHWEST CORNER OF THE WEST HEADWALL, 15 FEET NORTHEAST OF
 MJ0646'THE CENTERLINE OF THE TRACK, AND 0.5 FOOT LOWER THAN THE TRACK.
 MJ0646'A STANDARD DISK, STAMPED D 97 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0262 ***********************************************************************
 LF0262  DESIGNATION -  D 98
 LF0262  PID         -  LF0262
 LF0262  STATE/COUNTY-  IA/FREMONT
 LF0262  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF0262
 LF0262                         *CURRENT SURVEY CONTROL
 LF0262  ___________________________________________________________________
 LF0262* NAD 83(1986)-  40 47 36.     (N)    095 23 05.     (W)     SCALED    
 LF0262* NAVD 88     -       295.667  (meters)     970.03   (feet)  ADJUSTED  
 LF0262  ___________________________________________________________________
 LF0262  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LF0262  DYNAMIC HT  -         295.509 (meters)     969.52  (feet)  COMP
 LF0262  MODELED GRAV-     980,082.5   (mgal)                       NAVD 88
 LF0262
 LF0262  VERT ORDER  -  SECOND    CLASS 0
 LF0262
 LF0262.The horizontal coordinates were scaled from a topographic map and have
 LF0262.an estimated accuracy of +/- 6 seconds.
 LF0262
 LF0262.The orthometric height was determined by differential leveling
 LF0262.and adjusted by the National Geodetic Survey in June 1991..
 LF0262
 LF0262.The geoid height was determined by GEOID03.
 LF0262
 LF0262.The dynamic height is computed by dividing the NAVD 88
 LF0262.geopotential number by the normal gravity value computed on the
 LF0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0262.degrees latitude (g = 980.6199 gals.).
 LF0262
 LF0262.The modeled gravity was interpolated from observed gravity values.
 LF0262
 LF0262;                    North         East    Units  Estimated Accuracy
 LF0262;SPC IA S     -    89,820.      340,950.      MT  (+/- 180 meters Scaled)
 LF0262
 LF0262                          SUPERSEDED SURVEY CONTROL
 LF0262
 LF0262  NGVD 29 (??/??/92)  295.56   (m)          969.7    (f) COMPUTED    2 0
 LF0262
 LF0262.Superseded values are not recommended for survey control.
 LF0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0262.See file dsdata.txt to determine how the superseded data were derived.
 LF0262
 LF0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF988185(NAD 83)
 LF0262_MARKER: DB = BENCH MARK DISK
 LF0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0262_SP_SET: BRIDGE ABUTMENT
 LF0262_STAMPING: D-98 1935
 LF0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0262
 LF0262  HISTORY     - Date     Condition        Report By
 LF0262  HISTORY     - 1935     MONUMENTED       CGS
 LF0262
 LF0262                          STATION DESCRIPTION
 LF0262
 LF0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0262'1.9 MI NW FROM SHENANDOAH.
 LF0262'DEPOT, SHENANDOAH, 1.9 MILES NORTHWEST ALONG THE WABASH RAILROAD
 LF0262'AT THE CROSSING OF U.S. HIGHWAY 59.  SET IN THE SOUTHEAST CORNER
 LF0262'OF THE SOUTHWEST RETAINING WALL OF THE SOUTH ABUTMENT OF THE
 LF0262'HIGHWAY BRIDGE, 12 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LF0262'33 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, 1.0 FOOT
 LF0262'ABOVE RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0263 ***********************************************************************
 LF0263  DESIGNATION -  D 98 RESET
 LF0263  PID         -  LF0263
 LF0263  STATE/COUNTY-  IA/FREMONT
 LF0263  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF0263
 LF0263                         *CURRENT SURVEY CONTROL
 LF0263  ___________________________________________________________________
 LF0263* NAD 83(1986)-  40 47 36.     (N)    095 23 05.     (W)     SCALED    
 LF0263* NAVD 88     -       295.84   (meters)     970.6    (feet)  RESET     
 LF0263  ___________________________________________________________________
 LF0263  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LF0263
 LF0263  VERT ORDER  -  THIRD
 LF0263
 LF0263.The horizontal coordinates were scaled from a topographic map and have
 LF0263.an estimated accuracy of +/- 6 seconds.
 LF0263
 LF0263.The orthometric height was computed from unverified reset data.
 LF0263
 LF0263.The geoid height was determined by GEOID03.
 LF0263
 LF0263;                    North         East    Units  Estimated Accuracy
 LF0263;SPC IA S     -    89,820.      340,950.      MT  (+/- 180 meters Scaled)
 LF0263
 LF0263                          SUPERSEDED SURVEY CONTROL
 LF0263
 LF0263  NGVD 29 (??/??/??)  295.73   (m)          970.2    (f) RESET       3  
 LF0263
 LF0263.Superseded values are not recommended for survey control.
 LF0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0263.See file dsdata.txt to determine how the superseded data were derived.
 LF0263
 LF0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF988185(NAD 83)
 LF0263_MARKER: DD = SURVEY DISK
 LF0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0263_SP_SET: BRIDGE CURB
 LF0263_STAMPING: D 98 RESET 1958
 LF0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0263
 LF0263  HISTORY     - Date     Condition        Report By
 LF0263  HISTORY     - 1958     MONUMENTED       IAHD
 LF0263  HISTORY     - 1960     GOOD             NGS
 LF0263
 LF0263                          STATION DESCRIPTION
 LF0263
 LF0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0263'1.9 MI NW FROM SHENANDOAH.
 LF0263'THIS MARK IS LOCATED 1.9 MILES NORTHWEST ALONG THE WABASH
 LF0263'RAILROAD FROM THE STATION AT SHENANDOAH, PAGE COUNTY, AT THE
 LF0263'SOUTH ABUTMENT, IN THE TOP OF THE CURB AT THE SOUTHWEST CORNER
 LF0263'OF THE 2-SPAN 90 FEET X 30 FEET CONCRETE SLAB BRIDGE ON U.S.
 LF0263'HIGHWAY 59, 35 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK
 LF0263'AND 15.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0446 ***********************************************************************
 MJ0446  DESIGNATION -  D 99
 MJ0446  PID         -  MJ0446
 MJ0446  STATE/COUNTY-  IA/CASS
 MJ0446  USGS QUAD   -  ATLANTIC SW (1971)
 MJ0446
 MJ0446                         *CURRENT SURVEY CONTROL
 MJ0446  ___________________________________________________________________
 MJ0446* NAD 83(1986)-  41 15 34.     (N)    095 07 54.     (W)     SCALED    
 MJ0446* NAVD 88     -       338.711  (meters)    1111.25   (feet)  ADJUSTED  
 MJ0446  ___________________________________________________________________
 MJ0446  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 MJ0446  DYNAMIC HT  -         338.579 (meters)    1110.82  (feet)  COMP
 MJ0446  MODELED GRAV-     980,223.9   (mgal)                       NAVD 88
 MJ0446
 MJ0446  VERT ORDER  -  SECOND    CLASS 0
 MJ0446
 MJ0446.The horizontal coordinates were scaled from a topographic map and have
 MJ0446.an estimated accuracy of +/- 6 seconds.
 MJ0446
 MJ0446.The orthometric height was determined by differential leveling
 MJ0446.and adjusted by the National Geodetic Survey in June 1991..
 MJ0446
 MJ0446.The geoid height was determined by GEOID03.
 MJ0446
 MJ0446.The dynamic height is computed by dividing the NAVD 88
 MJ0446.geopotential number by the normal gravity value computed on the
 MJ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0446.degrees latitude (g = 980.6199 gals.).
 MJ0446
 MJ0446.The modeled gravity was interpolated from observed gravity values.
 MJ0446
 MJ0446;                    North         East    Units  Estimated Accuracy
 MJ0446;SPC IA S     -   141,140.      363,270.      MT  (+/- 180 meters Scaled)
 MJ0446
 MJ0446                          SUPERSEDED SURVEY CONTROL
 MJ0446
 MJ0446  NGVD 29 (??/??/92)  338.643  (m)         1111.03   (f) ADJ UNCH    2 0
 MJ0446
 MJ0446.Superseded values are not recommended for survey control.
 MJ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0446.See file dsdata.txt to determine how the superseded data were derived.
 MJ0446
 MJ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF214697(NAD 83)
 MJ0446_MARKER: DB = BENCH MARK DISK
 MJ0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0446_STAMPING: D 99 1935
 MJ0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0446+STABILITY: SURFACE MOTION
 MJ0446
 MJ0446  HISTORY     - Date     Condition        Report By
 MJ0446  HISTORY     - 1935     MONUMENTED       CGS
 MJ0446  HISTORY     - 1969     MARK NOT FOUND   USGS
 MJ0446
 MJ0446                          STATION DESCRIPTION
 MJ0446
 MJ0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0446'1.7 MI N FROM GRISWOLD.
 MJ0446'1.7 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0446'RAILROAD FROM THE STATION AT GRISWOLD, CASS COUNTY, 4-1/2 POLES
 MJ0446'SOUTH OF BRIDGE 4527, AT A ROAD CROSSING, 88 FEET EAST OF THE
 MJ0446'CENTERLINE OF THE TRACK, 34 FEET NORTH OF THE CENTERLINE OF THE
 MJ0446'ROAD, 2 FEET WEST OF A FENCE LINE, AND ABOUT 2 FEET LOWER THAN
 MJ0446'THE TRACK.  A STANDARD DISK, STAMPED D 99 1935 AND SET IN THE TOP
 MJ0446'OF A CONCRETE POST.  NOTE-- RAILROAD HAS BEEN ABANDONED AND THE
 MJ0446'SITE OF MARK IS NOW UNDER CULTIVATION.
 MJ0446
 MJ0446                          STATION RECOVERY (1969)
 MJ0446
 MJ0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MJ0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1631 ***********************************************************************
 NM1631  DESIGNATION -  DAHLMAN
 NM1631  PID         -  NM1631
 NM1631  STATE/COUNTY-  IA/PLYMOUTH
 NM1631  USGS QUAD   -  UNION CENTER SW (1985)
 NM1631
 NM1631                         *CURRENT SURVEY CONTROL
 NM1631  ___________________________________________________________________
 NM1631* NAD 83(1996)-  42 35 00.90175(N)    096 09 17.33939(W)     ADJUSTED  
 NM1631* NAVD 88     -       419.     (meters)    1375.     (feet)  SCALED    
 NM1631  ___________________________________________________________________
 NM1631  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 NM1631  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 NM1631
 NM1631  HORZ ORDER  -  SECOND
 NM1631
 NM1631.The horizontal coordinates were established by classical geodetic methods
 NM1631.and adjusted by the National Geodetic Survey in May 1999..
 NM1631
 NM1631.The orthometric height was scaled from a topographic map.
 NM1631
 NM1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1631
 NM1631.The geoid height was determined by GEOID03.
 NM1631
 NM1631;                    North         East     Units Scale Factor Converg.
 NM1631;SPC IA N     - 1,123,781.875 1,282,115.076   MT  0.99994644   -1 47 57.4
 NM1631;UTM  14      - 4,718,498.436   733,474.351   MT  1.00027070   +1 55 34.0
 NM1631
 NM1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1631!SPC IA N     -   0.99993843  x   0.99994644  =   0.99988487
 NM1631!UTM  14      -   0.99993843  x   1.00027070  =   1.00020911
 NM1631
 NM1631:                Primary Azimuth Mark                     Grid Az
 NM1631:SPC IA N     -  SCHULZ RESET                             003 32 14.4
 NM1631:UTM  14      -  SCHULZ RESET                             359 48 43.0
 NM1631
 NM1631|---------------------------------------------------------------------|
 NM1631| PID    Reference Object                     Distance      Geod. Az  |
 NM1631|                                                           dddmmss.s |
 NM1631| NM1632 SCHULZ RESET                        APPROX.12.1 KM 0014417.0 |
 NM1631| CO2946 DAHLMAN RM 1                         25.250 METERS 08328     |
 NM1631| NL0691 KINGSLEY MUNICIPAL TANK             APPROX.15.5 KM 0862520.9 |
 NM1631| CO3919 DAHLMAN LAPLACE AZIMUTH                            2740152.3 |
 NM1631| CO2947 DAHLMAN RM 2                         21.589 METERS 34209     |
 NM1631| CO2945 DAHLMAN AZ MK 2                                    3591023.1 |
 NM1631|---------------------------------------------------------------------|
 NM1631
 NM1631                          SUPERSEDED SURVEY CONTROL
 NM1631
 NM1631  NAD 83(1996)-  42 35 00.90177(N)    096 09 17.33938(W) AD(       ) 2
 NM1631  NAD 83(1996)-  42 35 00.90159(N)    096 09 17.33950(W) AD(       ) 2
 NM1631  NAD 83(1996)-  42 35 00.90142(N)    096 09 17.33898(W) AD(       ) 2
 NM1631  NAD 83(1986)-  42 35 00.90360(N)    096 09 17.33722(W) AD(       ) 2
 NM1631  NAD 27      -  42 35 00.93300(N)    096 09 16.25600(W) AD(       ) 2
 NM1631
 NM1631.Superseded values are not recommended for survey control.
 NM1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1631.See file dsdata.txt to determine how the superseded data were derived.
 NM1631
 NM1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3347418498(NAD 83)
 NM1631_MARKER: DS = TRIANGULATION STATION DISK
 NM1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1631_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1631
 NM1631  HISTORY     - Date     Condition        Report By
 NM1631  HISTORY     - 1934     MONUMENTED       CGS
 NM1631  HISTORY     - 1950     GOOD             CGS
 NM1631  HISTORY     - 1957     GOOD             USGS
 NM1631
 NM1631                          STATION DESCRIPTION
 NM1631
 NM1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM1631'STATION IS IN SW 1/4 NW 1/4 SEC. 27, T. 90 N. R. 45 W., 12
 NM1631'MILES EAST AND 6.0 MILES NORTH OF SIOUX CITY, 6.5 MILES
 NM1631'NORTH AND 1.5 MILES EAST OF LAWTON, IN BARNLOT OF HENRY
 NM1631'SCHNEIDER ESTATE FARM, JUST NORTH OF SMALL YELLOW HOUSE ON
 NM1631'EAST SIDE OF ROAD, 56 FEET EAST OF CENTERLINE OF ROAD, 22.3
 NM1631'FEET EAST OF WEST LOT FENCE, 18 FEET NORTH OF SOUTH LOT
 NM1631'FENCE.
 NM1631'
 NM1631'TO REACH FROM LAWTON POST OFFICE, GO NORTH 0.7 MILE TO U.S.
 NM1631'HIGHWAY 20, THENCE RIGHT (EAST) ON HIGHWAY 20 FOR 0.45 MILE,
 NM1631'THENCE LEFT (NORTH) ON GRAVEL ROAD 4.0 MILES, THENCE RIGHT
 NM1631'(EAST) ON DIRT ROAD 1.0 MILE, THENCE LEFT (NORTH) ON DIRT
 NM1631'ROAD 2.45 MILES TO SMALL YELLOW HOUSE AND RED BARNS ON RIGHT.
 NM1631'
 NM1631'REFERENCE MARK NO. 1 IS IN BARNLOT, 2.0 FEET WEST OF SOUTHWEST
 NM1631'CORNER OF SMALL RED BARN, 25.253 METERS (82.85 FEET) NORTHEAST
 NM1631'OF STATION.
 NM1631'
 NM1631'REFERENCE MARK NO. 2 IS IN NORTHWEST CORNER OF BARNLOT, JUST
 NM1631'INSIDE FENCE 21.590 METERS (70.83 FEET) NORTHWEST OF STATION.
 NM1631'
 NM1631'AZIMUTH MARK (LAPLACE) IS 4.0 MILES WEST OF STATION, ON WEST
 NM1631'SIDE OF DIRT ROAD IN WEST FENCE LINE AND 20 FEET WEST OF
 NM1631'CENTERLINE OF ROAD.  TO REACH MARK FROM STATION, GO SOUTH 0.5
 NM1631'MILE, THENCE RIGHT (WEST) 4.0 MILES, THENCE RIGHT (NORTH)
 NM1631'0.8 MILE.  MARK IS AT TOP OF HILL.
 NM1631'
 NM1631'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NM1631
 NM1631                          STATION RECOVERY (1950)
 NM1631
 NM1631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM1631'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 NM1631'CONDITION.  THE AZIMUTH MARK WAS NOT LOCATED AND A NEW AZIMUTH
 NM1631'WAS ESTABLISHED.  THE MARK IS 36 FEET EAST OF THE APPROXIMATE
 NM1631'CENTERLINE OF GRAVEL ROAD AND 3 FEET SOUTH SOUTHEAST OF
 NM1631'POWER POLE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 NM1631'IS STAMPED DAHLMAN 1950.  TO REACH FROM STATION
 NM1631'GO NORTH FOR 0.55 MILE TO AZIMUTH MARK ON RIGHT OR EAST
 NM1631'SIDE OF ROAD.
 NM1631'
 NM1631'1950 OBSERVATIONS TAKEN FROM A 90 FOOT TOWER.
 NM1631
 NM1631                          STATION RECOVERY (1957)
 NM1631
 NM1631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 NM1631'STATION AND REFERENCE MARKS ARE OKAY BUT AZIMUTH MARK HAS
 NM1631'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0757 ***********************************************************************
 MG0757  DESIGNATION -  DAHMS
 MG0757  PID         -  MG0757
 MG0757  STATE/COUNTY-  IA/SCOTT
 MG0757  USGS QUAD   -  DIXON (1991)
 MG0757
 MG0757                         *CURRENT SURVEY CONTROL
 MG0757  ___________________________________________________________________
 MG0757* NAD 83(1996)-  41 41 44.48629(N)    090 49 51.71118(W)     ADJUSTED  
 MG0757* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 MG0757  ___________________________________________________________________
 MG0757  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 MG0757  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 MG0757
 MG0757  HORZ ORDER  -  FIRST
 MG0757
 MG0757.The horizontal coordinates were established by classical geodetic methods
 MG0757.and adjusted by the National Geodetic Survey in May 1999..
 MG0757
 MG0757.The orthometric height was scaled from a topographic map.
 MG0757
 MG0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0757
 MG0757.The geoid height was determined by GEOID03.
 MG0757
 MG0757;                    North         East     Units Scale Factor Converg.
 MG0757;SPC IA S     -   191,717.043   722,138.480   MT  0.99998561   +1 45 29.0
 MG0757;UTM  15      - 4,618,262.969   680,487.195   MT  1.00000088   +1 26 35.3
 MG0757
 MG0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0757!SPC IA S     -   0.99996717  x   0.99998561  =   0.99995278
 MG0757!UTM  15      -   0.99996717  x   1.00000088  =   0.99996805
 MG0757
 MG0757|---------------------------------------------------------------------|
 MG0757| PID    Reference Object                     Distance      Geod. Az  |
 MG0757|                                                           dddmmss.s |
 MG0757| CL8359 DAHMS RM 1                           15.657 METERS 09109     |
 MG0757| CL8360 DAHMS RM 2                                         1811723.9 |
 MG0757| MG0756 DAHMS 2                               3.478 METERS 27202     |
 MG0757| MG0765 AERIAL BEACON                       APPROX.13.3 KM 3291639.9 |
 MG0757|---------------------------------------------------------------------|
 MG0757
 MG0757                          SUPERSEDED SURVEY CONTROL
 MG0757
 MG0757  NAD 83(1986)-  41 41 44.48600(N)    090 49 51.72254(W) AD(       ) 1
 MG0757  NAD 27      -  41 41 44.38800(N)    090 49 51.19200(W) AD(       ) 1
 MG0757
 MG0757.Superseded values are not recommended for survey control.
 MG0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0757.See file dsdata.txt to determine how the superseded data were derived.
 MG0757
 MG0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG8048718263(NAD 83)
 MG0757_MARKER: DS = TRIANGULATION STATION DISK
 MG0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0757
 MG0757  HISTORY     - Date     Condition        Report By
 MG0757  HISTORY     - 1930     MONUMENTED       CGS
 MG0757  HISTORY     - 1957     SEE DESCRIPTION  AMS
 MG0757  HISTORY     - 19961118 GOOD             USPSQD
 MG0757
 MG0757                          STATION DESCRIPTION
 MG0757
 MG0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0757'STATION IS ABOUT 2 1/2-MILES E AND 1-1/2 MILES S OF NEW LIBERTY
 MG0757'AND ABOUT 1/2 MILE N OF STATE HIGHWAY 74, ON THE E SIDE OF
 MG0757'THE NW 1/4 OF SEC. 34, T 80 N, R 1 E, ON LAND OWNED BY WILLIAM
 MG0757'SIEVERS.  THE STATION IS ON THE W SIDE OF THE 1/2-SECTION-LINE
 MG0757'ROAD FENCE, 12 FEET W OF THE CENTER LINE OF THE ROAD.  THE
 MG0757'MARK IS ABOUT 4 INCHES ABOVE THE SURFACE.  THERE IS AN OLD
 MG0757'STONE SCHOOLHOUSE ON HIGHWAY 74 AT THE POINT WHERE THE
 MG0757'1/2-SECTION-LINE ROAD INTERSECTS THE HIGHWAY.
 MG0757'
 MG0757'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MG0757'DISKS SET IN CONCRETE.
 MG0757'
 MG0757'REFERENCE MARK NO. 1 IS ON ROAD FENCE LINE ON 1/2-SECTION-LINE
 MG0757'ROAD ON E SIDE OF ROAD, AND IS ABOUT 1/2 MILE N OF STATE
 MG0757'HIGHWAY 74.  REFERENCE MARK NO. 2 IS ON ROAD FENCE LINE ON
 MG0757'W SIDE OF 1/2-SECTION-LINE ROAD AND IS ABOUT 1/4 MILE N OF
 MG0757'STATE HIGHWAY 74.
 MG0757'
 MG0757'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MG0757
 MG0757                          STATION RECOVERY (1957)
 MG0757
 MG0757'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 MG0757'STATION AND REFERENCE MARK 1 DESTROYED TO PERMIT ROAD CONSTRUCTION.
 MG0757'
 MG0757'A NEW STATION DAHMS 2 1953 WAS ESTABLISHED NEARBY.
 MG0757'
 MG0757'REFERENCE MARK 2, 1930 WAS NOT MOVED.
 MG0757'
 MG0757'REFERENCE MARK 3 WAS ESTABLISHED ACROSS THE ROAD FROM THE
 MG0757'STATION.
 MG0757
 MG0757                          STATION RECOVERY (1996)
 MG0757
 MG0757'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0756 ***********************************************************************
 MG0756  DESIGNATION -  DAHMS 2
 MG0756  PID         -  MG0756
 MG0756  STATE/COUNTY-  IA/SCOTT
 MG0756  USGS QUAD   -  DIXON (1991)
 MG0756
 MG0756                         *CURRENT SURVEY CONTROL
 MG0756  ___________________________________________________________________
 MG0756* NAD 83(1996)-  41 41 44.49028(N)    090 49 51.86150(W)     ADJUSTED  
 MG0756* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 MG0756  ___________________________________________________________________
 MG0756  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 MG0756  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 MG0756
 MG0756  HORZ ORDER  -  SECOND
 MG0756
 MG0756.The horizontal coordinates were established by classical geodetic methods
 MG0756.and adjusted by the National Geodetic Survey in May 1999..
 MG0756.No horizontal observational check was made to the station.
 MG0756
 MG0756.The orthometric height was scaled from a topographic map.
 MG0756
 MG0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0756
 MG0756.The geoid height was determined by GEOID03.
 MG0756
 MG0756;                    North         East     Units Scale Factor Converg.
 MG0756;SPC IA S     -   191,717.060   722,135.002   MT  0.99998561   +1 45 28.9
 MG0756;UTM  15      - 4,618,263.005   680,483.717   MT  1.00000087   +1 26 35.2
 MG0756
 MG0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0756!SPC IA S     -   0.99996717  x   0.99998561  =   0.99995278
 MG0756!UTM  15      -   0.99996717  x   1.00000087  =   0.99996804
 MG0756
 MG0756|---------------------------------------------------------------------|
 MG0756| PID    Reference Object                     Distance      Geod. Az  |
 MG0756|                                                           dddmmss.s |
 MG0756| CL8361 DAHMS 2 RM 3                         19.556 METERS 09037     |
 MG0756| MG0757 DAHMS                                 3.478 METERS 09202     |
 MG0756| CL8360 DAHMS RM 2                                         1803939.6 |
 MG0756| MG0762 DURANT MUNICIPAL TANK               APPROX.12.0 KM 2120203.5 |
 MG0756|---------------------------------------------------------------------|
 MG0756
 MG0756                          SUPERSEDED SURVEY CONTROL
 MG0756
 MG0756  NAD 83(1986)-  41 41 44.48999(N)    090 49 51.87286(W) AD(       ) 2
 MG0756  NAD 27      -  41 41 44.39200(N)    090 49 51.34200(W) AD(       ) 2
 MG0756
 MG0756.Superseded values are not recommended for survey control.
 MG0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0756.See file dsdata.txt to determine how the superseded data were derived.
 MG0756
 MG0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG8048418263(NAD 83)
 MG0756_MARKER: DS = TRIANGULATION STATION DISK
 MG0756_SETTING: 0 = UNSPECIFIED SETTING
 MG0756
 MG0756  HISTORY     - Date     Condition        Report By
 MG0756  HISTORY     - 1953     MONUMENTED       AMS
 MG0756  HISTORY     - 1974     GOOD             NGS
 MG0756  HISTORY     - 19961118 GOOD             USPSQD
 MG0756
 MG0756                          STATION DESCRIPTION
 MG0756
 MG0756'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1953
 MG0756'STATION WAS ESTABLISHED 3.478 METERS EAST OF THE ORIGINAL
 MG0756'STATION DAHMS 1930.  THE STATION IS NOW LOCATED ON THE BACK-SLOPE
 MG0756'OF THE ROAD CUT, WITH THE SLOPE EXTENDING ABOUT 12 FEET
 MG0756'BACK OF THE STATION.  THIS PUTS THE STATION ON A MOUND ON
 MG0756'AN OTHERWISE UNIFORM SLOPE, BUT THE COUNTY ENGINEER HAS STATED
 MG0756'THAT THE STATION WILL BE PROTECTED.
 MG0756'
 MG0756'THE STATION IS A STANDARD USC AND GS DISK SET IN THE TOP OF
 MG0756'A 10 IN CONCRETE POST SET FLUSH WITH THE SURFACE.  IT IS
 MG0756'32 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD AND
 MG0756'1 FOOT EAST OF A FENCE.  THE UNDERGROUND MARK IS A STANDARD
 MG0756'DISK SET IN AN 8 IN BLOCK OF CONCRETE 2 IN BELOW THE BOTTOM
 MG0756'OF THE SURFACE MARK.  THE STATION DISK IS STAMPED DAHMS 2
 MG0756'1953.
 MG0756'
 MG0756'REFERENCE MARK NO. 2 IS THE ORIGINAL MARK AND IS NOW 32 FEET
 MG0756'WEST OF THE CENTER LINE OF THE ROAD AND 1 FOOT EAST OF THE
 MG0756'NEW FENCE, AND WAS NOT DISTURBED BY THE PRESENT CONSTRUCTION.
 MG0756'IT IS STAMPED DAHMS NO 2 1930.
 MG0756'
 MG0756'REFERENCE MARK NO. 3 IS 64.16 FEET EAST OF THE STATION AND
 MG0756'IS ON THE BACK SLOPE OF THE ROAD CUT.  IT IS 32.2 FEET EAST
 MG0756'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 26.3 FEET SOUTH
 MG0756'OF POWER POLE NO. 71, AND 1 FOOT WEST OF A FENCE.  IT IS
 MG0756'STAMPED DAHMS 2 NO 3 1953.
 MG0756
 MG0756                          STATION RECOVERY (1974)
 MG0756
 MG0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MG0756'THE STATION MARK WAS RECOVERED IN FAIR CONDITION, THE MONUMENT
 MG0756'WAS EXPOSED ABOUT 1 FOOT, BUT IS SOLID IN THE GROUND, DIRT
 MG0756'WAS BANKED AROUND THE MONUMENT THIS DATE TO PREVENT EROSION.
 MG0756'REFERENCE MARK 3 WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 MG0756'MARK 2 (AZIMUTH MARK) WAS NOT FOUND.  A METAL WITNESS POST
 MG0756'WAS SET AT THE STATION MARK AND AT REFERENCE MARK 3.
 MG0756'
 MG0756'TO REACH THE STATION FROM THE MAIN CROSSROADS IN PLAIN VIEW,
 MG0756'GO WEST ON STATE HIGHWAY 130 FOR 3.0 MILES TO A CROSSROAD
 MG0756'AND AN OLD SCHOOL BUILDING IN NORTHWEST ANGLE OF INTERSECTION.
 MG0756'TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 0.5 MILE TO
 MG0756'THE STATION ON THE LEFT AND REFERENCE MARK 3 ON THE RIGHT.
 MG0756'
 MG0756'NOTE--DUE TO RAIN, ADDITIONAL MARKS WERE NOT ESTABLISHED
 MG0756'FOR THIS STATION THIS DATE.
 MG0756'
 MG0756'THE STATION MARK MONUMENT IS 2 FEET IN DIAMETER.
 MG0756'
 MG0756'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES
 MG0756'WEST AND 1/2 MILE NORTH OF PLAIN VIEW, IOWA.
 MG0756
 MG0756                          STATION RECOVERY (1996)
 MG0756
 MG0756'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0733 ***********************************************************************
 NL0733  DESIGNATION -  DAKOTA CITY WATER TANK
 NL0733  PID         -  NL0733
 NL0733  STATE/COUNTY-  IA/HUMBOLDT
 NL0733  USGS QUAD   -  HUMBOLDT (1979)
 NL0733
 NL0733                         *CURRENT SURVEY CONTROL
 NL0733  ___________________________________________________________________
 NL0733* NAD 83(1996)-  42 43 14.66704(N)    094 12 06.53131(W)     ADJUSTED  
 NL0733* NAVD 88     -                                                        
 NL0733  ___________________________________________________________________
 NL0733  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 NL0733  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 NL0733
 NL0733  HORZ ORDER  -  THIRD
 NL0733
 NL0733.The horizontal coordinates were established by classical geodetic methods
 NL0733.and adjusted by the National Geodetic Survey in May 1999..
 NL0733
 NL0733
 NL0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0733
 NL0733.The geoid height was determined by GEOID03.
 NL0733
 NL0733;                    North         East     Units Scale Factor Converg.
 NL0733;SPC IA N     - 1,135,834.409 1,442,518.683   MT  0.99994580   -0 28 32.3
 NL0733;UTM  15      - 4,730,504.497   401,599.060   MT  0.99971912   -0 48 55.5
 NL0733
 NL0733                          SUPERSEDED SURVEY CONTROL
 NL0733
 NL0733  NAD 83(1996)-  42 43 14.66666(N)    094 12 06.53087(W) AD(       ) 4
 NL0733  NAD 83(1986)-  42 43 14.65957(N)    094 12 06.51986(W) AD(       ) 4
 NL0733  NAD 27      -  42 43 14.76100(N)    094 12 05.66500(W) AD(       ) 3
 NL0733
 NL0733.Superseded values are not recommended for survey control.
 NL0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0733.See file dsdata.txt to determine how the superseded data were derived.
 NL0733
 NL0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0159930504(NAD 83)
 NL0733_MARKER: 53 = ELEVATED TANK
 NL0733
 NL0733  HISTORY     - Date     Condition        Report By
 NL0733  HISTORY     - 1938     FIRST OBSERVED   CGS
 NL0733
 NL0733                          STATION DESCRIPTION
 NL0733
 NL0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0733'THE DAKOTA CITY WATER TANK, ALUMINUM COLOR, IS A FOUR LEG
 NL0733'STEEL TANK ABOUT 100 FEET HIGH.  THE TOP IS CONE SHAPED WITH A
 NL0733'BALL ON TOP.  TANK IS IN THE MIDDLE OF THE BLOCK, SW OF THE
 NL0733'INTERSECTION OF MILL AND MAIN STREETS AND IS 139.87 FEET WXN
 NL0733'OF TRIANGULATION STATION HUMBOTA.
 NL0733'
 NL0733'LOCATED FROM TRIANGULATION STATIONS HUMBOTA, HARDY, THOR AND
 NL0733'RUTLAND.
 NL0733'
 NL0733'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1300 ***********************************************************************
 LF1300  DESIGNATION -  DALBY
 LF1300  PID         -  LF1300
 LF1300  STATE/COUNTY-  IA/TAYLOR
 LF1300  USGS QUAD   -  MERLE JUNCTION (1980)
 LF1300
 LF1300                         *CURRENT SURVEY CONTROL
 LF1300  ___________________________________________________________________
 LF1300* NAD 83(1996)-  40 49 07.60887(N)    094 37 25.18492(W)     ADJUSTED  
 LF1300* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 LF1300  ___________________________________________________________________
 LF1300  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 LF1300  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 LF1300
 LF1300  HORZ ORDER  -  FIRST
 LF1300
 LF1300.The horizontal coordinates were established by classical geodetic methods
 LF1300.and adjusted by the National Geodetic Survey in May 1999..
 LF1300
 LF1300.The orthometric height was scaled from a topographic map.
 LF1300
 LF1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1300
 LF1300.The geoid height was determined by GEOID03.
 LF1300
 LF1300;                    North         East     Units Scale Factor Converg.
 LF1300;SPC IA S     -    91,536.373   405,207.422   MT  0.99997048   -0 44 24.6
 LF1300;UTM  15      - 4,519,908.671   363,071.474   MT  0.99983078   -1 03 41.4
 LF1300
 LF1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1300!SPC IA S     -   0.99994036  x   0.99997048  =   0.99991084
 LF1300!UTM  15      -   0.99994036  x   0.99983078  =   0.99977115
 LF1300
 LF1300|---------------------------------------------------------------------|
 LF1300| PID    Reference Object                     Distance      Geod. Az  |
 LF1300|                                                           dddmmss.s |
 LF1300| CL6345 DALBY RM 1                           27.234 METERS 03452     |
 LF1300| LF1295 LENOX MUNICIPAL TANK                APPROX. 8.7 KM 0384454.5 |
 LF1300| CL6346 DALBY RM 2                           34.592 METERS 11650     |
 LF1300| CL6347 DALBY RM 3                           32.227 METERS 18734     |
 LF1300| LF1309 BEDFORD TAYLOR CO CTHSE TOWER       APPROX.18.6 KM 2060240.3 |
 LF1300| CL6344 DALBY AZ MK                                        2220851.0 |
 LF1300| LF1301 DALBY AZ MK 2                       APPROX. 0.9 KM 3591425.4 |
 LF1300|---------------------------------------------------------------------|
 LF1300
 LF1300                          SUPERSEDED SURVEY CONTROL
 LF1300
 LF1300  NAD 83(1986)-  40 49 07.60961(N)    094 37 25.21263(W) AD(       ) 1
 LF1300  NAD 27      -  40 49 07.65300(N)    094 37 24.33200(W) AD(       ) 1
 LF1300
 LF1300.Superseded values are not recommended for survey control.
 LF1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1300.See file dsdata.txt to determine how the superseded data were derived.
 LF1300
 LF1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF6307119909(NAD 83)
 LF1300_MARKER: DS = TRIANGULATION STATION DISK
 LF1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1300_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1300
 LF1300  HISTORY     - Date     Condition        Report By
 LF1300  HISTORY     - 1934     MONUMENTED       CGS
 LF1300  HISTORY     - 1979     SEE DESCRIPTION  NGS
 LF1300
 LF1300                          STATION DESCRIPTION
 LF1300
 LF1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1300'THIS STATION IS ABOUT 1-1/2 MILES NE OF SHARPSBURG, IN THE NW 1/4
 LF1300'OF THE SW 1/4 SECTION 35, T 70 N, R 33 W, ON LAND OWNED BY EMMA
 LF1300'DALBY.  THE MARK IS IN THE FARMYARD, 50 FEET E OF THE CENTER LINE
 LF1300'OF THE N-S SECTION LINE ROAD, 104 FEET SW OF THE FARMHOUSE, 258
 LF1300'FEET W OF A WELL, 143 FEET WNW OF THE NW CORNER OF THE WESTERLY
 LF1300'OF TWO BARNS, AND IS SET FLUSH.
 LF1300'
 LF1300'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LF1300'BRONZE DISKS SET IN CONCRETE.
 LF1300'
 LF1300'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1/2 FOOT S OF THE
 LF1300'FENCE BETWEEN THE HOUSE YARD AND THE FARMYARD, 15 FEET SW OF THE
 LF1300'SW CORNER OF THE HOUSE, 134.37 FEET NNW OF REFERENCE MARK NO. 2,
 LF1300'AND PROJECTS 2 INCHES.
 LF1300'
 LF1300'REFERENCE MARK NO. 2 IS SE OF THE STATION, 1/2 FOOT N OF THE
 LF1300'FENCE BETWEEN THE GARDEN AND THE FARMYARD, 40 FEET W OF THE SW
 LF1300'CORNER OF THE WESTERLY BARN, AND PROJECTS 2 INCHES.
 LF1300'
 LF1300'THE AZIMUTH MARK IS SW OF THE STATION, 1/2 FOOT N OF THE S
 LF1300'RIGHT-OF-WAY FENCE OF AN E-W ROAD, 0.15 MILE E OF A T-INTERSECTION,
 LF1300'175 YARDS E OF A GROUP OF FARM BUILDINGS, AND PROJECTS 2 INCHES.
 LF1300'
 LF1300'TO REACH FROM W EDGE OF SHARPSBURG, GO N ON COUNTY ROUTE J 1.3
 LF1300'MILES, TURN E, GO 1 MILE, TURN S AND GO 0.1 MILE TO THE STATION
 LF1300'ON THE E SIDE OF THE ROAD.
 LF1300'
 LF1300'ALL LIGHTS COME INTO VIEW AT 77 FEET.
 LF1300
 LF1300                          STATION RECOVERY (1979)
 LF1300
 LF1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LF1300'SURFACE STATION MARK, REFERENCE MARKS 1, 2, 3 AND THE NEW AZIMUTH
 LF1300'MARK WERE RECOVERED IN GOOD CONDITION.  ORIGINAL AZIMUTH MARK HAD
 LF1300'BEEN DESTROYED.  AN AZIMUTH MARK AND REFERENCE MARK 3 HAD BEEN SET
 LF1300'BUT NOT TIED IN, IN 1977.  THE DISTANCE TO REFERENCE MARK 1 WAS
 LF1300'0.05 FOOT SHORTER THAN 1934 DATA AND TO REFERENCE MARK 2 WAS 0.01
 LF1300'FOOT SHORTER.  THE ANGLE BETWEEN THE MARKS WAS 23 SECONDS SMALLER
 LF1300'THAN 1934 DATA.  A POLARIS OBSERVATION WAS TAKEN TO THE AZIMUTH
 LF1300'MARK.  A NEW DESCRIPTION FOLLOWS.
 LF1300'
 LF1300'STATION IS ABOUT 1-1/2 MILES NORTHEAST OF SHARPSBURG IN THE SW 1/2,
 LF1300'SEC 35, T70N, R33W AND ON PROPERTY OF CHESTER SHIMER WHO LIVES AT THE
 LF1300'STATION SITE.  TELEPHONE 515-349-8484.
 LF1300'
 LF1300'TO REACH THE STATION FROM THE POST OFFICE IN SHARPSBURG, GO SOUTH
 LF1300'FOR 0.05 MILE TO A CROSS STREET, TURN RIGHT AND GO WEST FOR 0.2
 LF1300'MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH FOR 1.3 MILES TO A
 LF1300'CROSSROAD, TURN RIGHT AND GO EAST FOR 1.0 MILE TO A T-ROAD.  TURN
 LF1300'RIGHT AND GO SOUTH FOR 0.1 MILE TO THE MARK ON THE LEFT AT A
 LF1300'FARMHOUSE.
 LF1300'
 LF1300'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.6 MILE TO
 LF1300'A CROSSROAD AND THE MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 LF1300'
 LF1300'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---DALBY 1934---
 LF1300'SET IN THE TOP OF A SQUARE CONCRETE POST 10 INCHES BELOW THE GROUND
 LF1300'SURFACE.  IT IS 143 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 LF1300'WEST BARN, 104.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 LF1300'47.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 41 FEET SOUTHWEST OF A
 LF1300'POWERLINE POLE AND 6.0 FEET SOUTH OF THE CENTERLINE OF THE
 LF1300'DRIVEWAY.  UNDERGROUND MARK WAS NOT INSPECTED.
 LF1300'
 LF1300'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---DALBY NO 1 1934---SET
 LF1300'IN THE TOP OF A SQUARE CONCRETE MONUMENT, THE SOUTHEAST CORNER BEING
 LF1300'BROKEN OFF, THAT PROJECTS 2 INCHES.  IT IS 48.7 FEET NORTHEAST OF THE
 LF1300'POWERLINE POLE AND 15.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LF1300'HOUSE.
 LF1300'
 LF1300'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---DALBY NO 2 1934---
 LF1300'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 56.0
 LF1300'FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 51.0 FEET SOUTHWEST OF
 LF1300'THE NORTHWEST CORNER OF THE WEST BARN, AND 41.8 FEET WEST OF THE
 LF1300'SOUTHWEST CORNER OF THE WEST BARN.
 LF1300'
 LF1300'REFERENCE MARK 3 IS A PRE-CAST ALUMINUM MARKER, STAMPED---DALBY NO 3
 LF1300'1934 1979--- THAT IS IMBEDDED IN THE GROUND AND IS FLUSH.  IT IS 112
 LF1300'FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 31.5 FEET EAST OF THE
 LF1300'CENTERLINE OF THE ROAD, 2 FEET NORTHWEST OF A FENCE CORNER AND 1.0
 LF1300'FOOT NORTH OF A WITNESS POST.
 LF1300'
 LF1300'AZIMUTH MARK IS A STANDARD DISK, STAMPED---DALBY 1934 1979--- SET IN
 LF1300'THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 46.5 FEET SOUTH
 LF1300'OF THE CENTERLINE OF THE EAST/WEST ROAD, 33.0 FEET EAST OF THE
 LF1300'CENTERLINE OF THE NORTH/SOUTH ROAD, 7.5 FEET SOUTH-SOUTHWEST OF A
 LF1300'FENCE CORNER, 2 FEET WEST OF A NORTH/SOUTH FENCE AND 1 FOOT SOUTH OF
 LF1300'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0842 ***********************************************************************
 ON0842  DESIGNATION -  DALBY RESET
 ON0842  PID         -  ON0842
 ON0842  STATE/COUNTY-  IA/ALLAMAKEE
 ON0842  USGS QUAD   -  CHURCH (1976)
 ON0842
 ON0842                         *CURRENT SURVEY CONTROL
 ON0842  ___________________________________________________________________
 ON0842* NAD 83(1996)-  43 15 51.50772(N)    091 16 25.50949(W)     ADJUSTED  
 ON0842* NAVD 88     -       385.97   (+/-2cm)    1266.3    (feet)  VERTCON   
 ON0842  ___________________________________________________________________
 ON0842  LAPLACE CORR-          -7.27  (seconds)                    DEFLEC99
 ON0842  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 ON0842
 ON0842  HORZ ORDER  -  FIRST
 ON0842  VERT ORDER  -  THIRD ? (See Below)
 ON0842
 ON0842.The horizontal coordinates were established by classical geodetic methods
 ON0842.and adjusted by the National Geodetic Survey in May 1999..
 ON0842
 ON0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0842.The vertical order pertains to the NGVD 29 superseded value.
 ON0842
 ON0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0842
 ON0842.The geoid height was determined by GEOID03.
 ON0842
 ON0842;                    North         East     Units Scale Factor Converg.
 ON0842;SPC IA N     - 1,198,359.761 1,680,729.367   MT  0.99999957   +1 30 31.8
 ON0842;SPC WI S     -   141,242.020   496,593.976   MT  0.99993539   -0 52 30.7
 ON0842;SPC WI S     -   463,391.53  1,629,242.07   sFT  0.99993539   -0 52 30.7
 ON0842;UTM  15      - 4,791,613.100   640,100.299   MT  0.99984145   +1 10 59.9
 ON0842
 ON0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0842!SPC IA N     -   0.99994438  x   0.99999957  =   0.99994395
 ON0842!SPC WI S     -   0.99994438  x   0.99993539  =   0.99987977
 ON0842!UTM  15      -   0.99994438  x   0.99984145  =   0.99978584
 ON0842
 ON0842|---------------------------------------------------------------------|
 ON0842| PID    Reference Object                     Distance      Geod. Az  |
 ON0842|                                                           dddmmss.s |
 ON0842| CI6173 DALBY RM 3                           17.852 METERS 08202     |
 ON0842| CI6171 DALBY RM 1 AZIMUTH                                 08437     |
 ON0842| ON0843 PAINT CREEK LUTHERAN CH SPIRE       271.969 METERS 08722     |
 ON0842| ON0826 ST JOSEPHS CHURCH SPIRE             APPROX. 9.9 KM 1382849.7 |
 ON0842| CI6172 DALBY RM 2                           28.343 METERS 16106     |
 ON0842| CI6174 DALBY RM 4                           30.903 METERS 18059     |
 ON0842| ON0844 VESTRE PAINT CREEK CH SPIRE         APPROX. 7.1 KM 2611845.4 |
 ON0842| ON0845 WEST PAINT CREEK LUTH CH SPIRE      APPROX. 7.0 KM 2664728.1 |
 ON0842| ON0849 WAUKON ST PATRICKS CATH CH TWR      APPROX.16.7 KM 2713414.2 |
 ON0842| ON0852 ALLAMAKEE CO HOME WATER TANK        APPROX.15.7 KM 2905728.4 |
 ON0842| ON0847 GRUBER RESET                        APPROX.11.4 KM 3231645.3 |
 ON0842| ON0846 CHURCH LANSING RIDGE CH SPIRE       APPROX.11.2 KM 3313904.3 |
 ON0842|---------------------------------------------------------------------|
 ON0842
 ON0842                          SUPERSEDED SURVEY CONTROL
 ON0842
 ON0842  NAD 83(1996)-  43 15 51.50772(N)    091 16 25.50945(W) AD(       ) 1
 ON0842  NAD 83(1996)-  43 15 51.50116(N)    091 16 25.50871(W) AD(       ) 1
 ON0842  NAD 83(1986)-  43 15 51.49985(N)    091 16 25.50831(W) AD(       ) 1
 ON0842  NAD 27      -  43 15 51.57760(N)    091 16 25.03380(W) AD(       ) 1
 ON0842  NGVD 29 (07/19/86)  386.00   (m)         1266.4    (f) LEVELING    3  
 ON0842
 ON0842.Superseded values are not recommended for survey control.
 ON0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0842.See file dsdata.txt to determine how the superseded data were derived.
 ON0842
 ON0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4010091613(NAD 83)
 ON0842_MARKER: DS = TRIANGULATION STATION DISK
 ON0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0842
 ON0842  HISTORY     - Date     Condition        Report By
 ON0842  HISTORY     - 1931     MONUMENTED       CGS
 ON0842  HISTORY     - 1934     GOOD             IAGS
 ON0842  HISTORY     - 1958     SEE DESCRIPTION  CGS
 ON0842  HISTORY     - 1961     GOOD             CGS
 ON0842
 ON0842                          STATION DESCRIPTION
 ON0842
 ON0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 ON0842'ABOUT 10 MILES EAST OF WAUKON, 7 MILES SOUTH BY WEST OF LANSING,
 ON0842'4 MILES NORTH OF WATERVILLE, ON THE NORTH SIDE OF THE ROAD
 ON0842'LEADING EAST FROM WAUKON TO LANSING, IT IS 113 METERS EAST
 ON0842'OF THE JUNCTION OF THIS ROAD AND THE ROAD LEADING NORTH FROM
 ON0842'WATERVILLE, APPROXIMATELY 1/4 MILE WEST OF THE DALBY (PAINT
 ON0842'CREEK) LUTHERAN CHURCH.  MARK IS 12 METERS NORTH OF THE
 ON0842'CENTERLINE OF THE ROAD, A LITTLE WEST OF NORTH OF THE GATE
 ON0842'LEADING INTO THE FARMYARD OF THE FARM DIRECTLY WEST OF THE
 ON0842'CHURCH.
 ON0842'
 ON0842'REFERENCE MARK NO. 1 IS IN THE CHURCHYARD OF THE DALBY (PAINT
 ON0842'CREEK) LUTHERAN CHURCH, 15.5 METERS WEST OF THE NORTHWEST
 ON0842'CORNER OF THE CHURCH, 22.9 METERS NORTHWEST OF THE SOUTHWEST
 ON0842'CORNER OF THE CHURCH, AND 9.5 METERS SOUTH OF THE CENTERLINE
 ON0842'OF THE HIGHWAY.
 ON0842'
 ON0842'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 9 METERS SOUTH
 ON0842'OF THE CENTERLINE OF THE ROAD, 11.6 METERS WEST OF THE IRON
 ON0842'GATE LEADING INTO THE YARD OF THE FIRST FARM WEST OF THE CHURCH.
 ON0842'THIS FARM IS OCCUPIED BY THE PASTOR OF THE CHURCH.  THE PROPERTY
 ON0842'AT THE STATION SITE IS OWNED BY THE CHURCH.
 ON0842'
 ON0842'HEIGHT OF SIGNAL ABOVE STATION MARK - 21 METERS.
 ON0842
 ON0842                          STATION RECOVERY (1934)
 ON0842
 ON0842'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 ON0842'RECOVERED AS DESCRIBED.
 ON0842
 ON0842                          STATION RECOVERY (1958)
 ON0842
 ON0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON0842'STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 ON0842'GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED BY
 ON0842'ROAD CONSTRUCTION.  TWO NEW REFERENCE MARKS WERE ESTABLISHED
 ON0842'AND THE STATION SURFACE MARK WAS LOWERED BELOW PLOW DEPTH.
 ON0842'THE STATION WAS FOUND TO BE 54 FT. N OF THE CENTERLINE OF A
 ON0842'PAVED ROAD INSTEAD OF 12 M.  REFERENCE MARK 1 WAS FOUND TO
 ON0842'BE 46 FT. S OF THE CENTERLINE OF THE HIGHWAY INSTEAD OF 9.5 M.
 ON0842'A COMPLETE NEW DESCRIPTION FOLLOWS--
 ON0842'
 ON0842'THE STATION IS ABOUT 10 MI. E OF WAUKON, 7 MI. S BY W OF
 ON0842'LANSING, AND 4 MI. N OF WATERVILLE, ON THE N SIDE OF THE
 ON0842'ROAD LEADING E FROM WAUKON TO LANSING.  IT IS 113 M. E OF THE
 ON0842'JUNCTION OF THIS ROAD AND THE ROAD LEADING N FROM WATERVILLE,
 ON0842'APPROXIMATELY 1/4 MI. W OF THE DALBY (PAINT CREEK) LUTHERAN
 ON0842'CHURCH.  IT IS 54 FT. N OF THE CENTERLINE OF THE ROAD, 25 FT.
 ON0842'E-NE OF A 24-IN. OAK TREE, 11 FT. NW OF A WHITE WITNESS POST,
 ON0842'9 FT. N OF A WIRE FENCE, A LITTLE W OF N OF THE GATE LEADING
 ON0842'INTO THE FARMYARD OF THE FARM DIRECTLY W OF THE CHURCH.  THE
 ON0842'MARK IS 14 IN. UNDERGROUND AND THE DISK IS STAMPED DALBY
 ON0842'1931 1958.
 ON0842'
 ON0842'TO REACH FROM THE W END OF THE MISSISSIPPI RIVER BRIDGE IN
 ON0842'LANSING, GO S ON STATE HIGHWAY 9 FOR 0.2 MI. TO CROSSROADS
 ON0842'WHERE STATE HIGHWAY 9 TURNS RIGHT ON MAIN STREET.  TURN LEFT
 ON0842'AND GO E ONE BLOCK TO A ROAD ALONG THE RAILROAD TRACKS.  TURN
 ON0842'RIGHT AND GO S FOR 0.35 MI. TO A DEPOT ON THE LEFT.  CONTINUE
 ON0842'S ON A SURFACED ROAD ALONG THE RAILROAD FOR 0.45 MI. TO A
 ON0842'FORK.  KEEP RIGHT ON THE SURFACED ROAD AND GO 0.25 MI. TO A
 ON0842'FORK AT THE END OF THE SURFACED ROAD.  TAKE THE LEFT FORK
 ON0842'(MAIN-TRAVELED ROAD) AND GO 3.45 MI. TO A T-ROAD LEFT.  TURN
 ON0842'LEFT AND GO 0.35 MI. TO A STORE ON THE RIGHT.  CONTINUE ON A
 ON0842'GRAVELED ROAD FOR 3.7 MI. TO A ROAD RIGHT AT A FARM HOME ON
 ON0842'THE LEFT.  TURN RIGHT ON A SURFACED ROAD AND GO 2.5 MI. TO
 ON0842'THE STATION ON THE RIGHT.
 ON0842'
 ON0842'REFERENCE MARK 1 IS IN THE CHURCHYARD OF THE DALBY (PAINT
 ON0842'CREEK) LUTHERAN CHURCH, 15.5 M. W OF THE NW CORNER OF THE
 ON0842'CHURCH, 22.9 M. NW OF THE SW CORNER OF THE CHURCH, 46 FT. S
 ON0842'OF THE CENTERLINE OF THE HIGHWAY, AND 2 FT. W OF THE CHURCHYARD
 ON0842'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DALBY
 ON0842'NO 1 1931.
 ON0842'
 ON0842'REFERENCE MARK 3 IS 40 FT. N OF THE CENTERLINE OF PAVED ROAD
 ON0842'1 FT. W OF A FENCE POST AND 1 FT. S OF A WIRE FENCE.  THE
 ON0842'MONUMENT IS FLUSH AND THE DISK IS STAMPED DALBY NO 3 1931
 ON0842'1958.
 ON0842'
 ON0842'REFERENCE MARK 4 IS 42 FT. S OF THE CENTERLINE OF A PAVED
 ON0842'ROAD, 8 FT. E OF A FENCE POST AND 1 FT. N OF A WIRE FENCE.
 ON0842'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DALBY NO 4 1931
 ON0842'1958.
 ON0842'
 ON0842'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 ON0842
 ON0842                          STATION RECOVERY (1961)
 ON0842
 ON0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0842'THE STATION MARK AND REFERENCE MARKS 1, 3 AND 4 WERE RECOVERED
 ON0842'IN GOOD CONDITION.  REFERENCE MARK 2, REPORTED LOST IN 1958,
 ON0842'WAS ALSO RECOVERED IN GOOD CONDITION.  THE DISTANCES AND
 ON0842'DIRECTIONS TO REFERENCE MARKS 1, 3 AND 4 CHECKED.  THE DISTANCE
 ON0842'AND DIRECTION TO REFERENCE MARK 2 DID NOT CHECK.  A COMPLETE
 ON0842'NEW DESCRIPTION FOLLOWS.
 ON0842'
 ON0842'THE STATION IS LOCATED ABOUT 10 MILES EAST OF WAUKON, 4 MILES
 ON0842'NORTH-NORTHEAST OF WATERVILLE, IN CENTER TOWNSHIP, IN THE NE
 ON0842'1/4 OF SEC. 35, T. 98 N., R. 4 W., ON PROPERTY OWNED BY THE
 ON0842'PAINT CREEK LUTHERAN CHURCH.  IT IS 164 FEET NORTHEAST OF A
 ON0842'T-ROAD INTERSECTION, 55 FEET NORTH OF THE CENTERLINE OF A
 ON0842'PAVED ROAD, 53 FEET WEST OF A TELEPHONE POLE, AND 9 FEET NORTH
 ON0842'OF A WIRE FENCE AND A WITNESS POST.  THE MONUMENT IS 12 INCHES
 ON0842'UNDERGROUND AND THE DISK IS STAMPED DALBY 1931 1958.
 ON0842'
 ON0842'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ON0842'9 AND 13 IN WAUKON, GO EAST ON A PAVED ROAD FOR 8.2 MILES
 ON0842'TO A GRAVELED CROSSROAD.  CONTINUE EAST ON THE PAVED ROAD FOR
 ON0842'2.7 MILES TO THE STATION ON THE LEFT.
 ON0842'
 ON0842'TO REACH REFERENCE MARK 1 FROM THE STATION, GO EAST ON A PAVED
 ON0842'ROAD FOR 0.15 MILE TO THE REFERENCE MARK ON THE RIGHT.
 ON0842'
 ON0842'REFERENCE MARK 1 IS 51 FEET NORTHWEST OF THE NORTHWEST CORNER
 ON0842'OF A CHURCH, 48 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD,
 ON0842'10 FEET WEST OF A POWER POLE, AND 1 FOOT WEST OF A WITNESS
 ON0842'POST AND A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND
 ON0842'THE DISK IS STAMPED DALBY NO 1 1931.
 ON0842'
 ON0842'REFERENCE MARK 2 IS 70 FEET WEST OF THE CENTERLINE OF A FARM
 ON0842'DRIVE, 40 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, AND
 ON0842'1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES
 ON0842'AND THE DISK IS STAMPED DALBY NO 2 1931.
 ON0842'
 ON0842'REFERENCE MARK 3 IS 57 FEET EAST OF A WITNESS POST, 40 FEET
 ON0842'NORTH OF THE CENTERLINE OF A PAVED ROAD, 7 FEET NORTHEAST OF A
 ON0842'TELEPHONE POLE, AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MONUMENT
 ON0842'IS FLUSH AND THE DISK IS STAMPED DALBY NO 3 1931 1958.
 ON0842'
 ON0842'REFERENCE MARK 4 IS 104 FEET WEST OF THE CENTERLINE OF A
 ON0842'FARM DRIVE, 40 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD,
 ON0842'AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES
 ON0842'AND THE DISK IS STAMPED DALBY NO 4 1931 1958.
 ON0842'
 ON0842'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0659 ***********************************************************************
 NL0659  DESIGNATION -  DALE
 NL0659  PID         -  NL0659
 NL0659  STATE/COUNTY-  IA/MONONA
 NL0659  USGS QUAD   -  MAPLETON (1982)
 NL0659
 NL0659                         *CURRENT SURVEY CONTROL
 NL0659  ___________________________________________________________________
 NL0659* NAD 83(1996)-  42 11 06.68602(N)    095 52 02.41073(W)     ADJUSTED  
 NL0659* NAVD 88     -       435.99   (+/-2cm)    1430.4    (feet)  VERTCON   
 NL0659  ___________________________________________________________________
 NL0659  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 NL0659  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 NL0659
 NL0659  HORZ ORDER  -  SECOND
 NL0659  VERT ORDER  -  THIRD ? (See Below)
 NL0659
 NL0659.The horizontal coordinates were established by classical geodetic methods
 NL0659.and adjusted by the National Geodetic Survey in May 1999..
 NL0659
 NL0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0659.The vertical order pertains to the NGVD 29 superseded value.
 NL0659
 NL0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0659
 NL0659.The geoid height was determined by GEOID03.
 NL0659
 NL0659;                    North         East     Units Scale Factor Converg.
 NL0659;SPC IA N     - 1,078,846.365 1,304,463.456   MT  0.99998060   -1 36 16.0
 NL0659;UTM  15      - 4,674,318.561   263,213.939   MT  1.00028993   -1 55 35.0
 NL0659
 NL0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0659!SPC IA N     -   0.99993594  x   0.99998060  =   0.99991654
 NL0659!UTM  15      -   0.99993594  x   1.00028993  =   1.00022585
 NL0659
 NL0659|---------------------------------------------------------------------|
 NL0659| PID    Reference Object                     Distance      Geod. Az  |
 NL0659|                                                           dddmmss.s |
 NL0659| CO2954 DALE RM 1                                          07422     |
 NL0659| CO2953 DALE AZ MK                                         1185600.4 |
 NL0659| CO2955 DALE RM 2                                          17314     |
 NL0659|---------------------------------------------------------------------|
 NL0659
 NL0659                          SUPERSEDED SURVEY CONTROL
 NL0659
 NL0659  NAD 83(1996)-  42 11 06.68613(N)    095 52 02.41129(W) AD(       ) 2
 NL0659  NAD 83(1986)-  42 11 06.68706(N)    095 52 02.41014(W) AD(       ) 2
 NL0659  NAD 27      -  42 11 06.71800(N)    095 52 01.38300(W) AD(       ) 2
 NL0659  NGVD 29 (07/19/86)  435.84   (m)         1429.9    (f) LEVELING    3  
 NL0659
 NL0659.Superseded values are not recommended for survey control.
 NL0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0659.See file dsdata.txt to determine how the superseded data were derived.
 NL0659
 NL0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG6321474319(NAD 83)
 NL0659_MARKER: DS = TRIANGULATION STATION DISK
 NL0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0659
 NL0659  HISTORY     - Date     Condition        Report By
 NL0659  HISTORY     - 1950     MONUMENTED       CGS
 NL0659
 NL0659                          STATION DESCRIPTION
 NL0659
 NL0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0659'STATION IS LOCATED ABOUT 5 MILES WEST NORTHWEST OF MAPLETON
 NL0659'AND 5 MILES SOUTHEAST OF SMITHLAND ON THE SUMMIT OF A ROUND
 NL0659'TERRACED HILL JUST NORTH OF SOME FARM BUILDINGS.  STATION
 NL0659'IS 500 FEET WEST OF FENCELINE AND 280 FEET NORTH OF A FENCELINE.
 NL0659'THE MARK IS ABOUT 8 INCHES UNDERGROUND AND THE DISK IS STAMPED
 NL0659'DALE 1950.
 NL0659'
 NL0659'REFERENCE MARK NO. 1 IS 24 FEET WEST OF THE APPROXIMATE
 NL0659'CENTERLINE OF A DIRT ROAD AND 1 FOOT WEST OF FENCE.  THE MARK
 NL0659'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DALE NO 1
 NL0659'1950.
 NL0659'
 NL0659'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF FENCELINE.  THE MARK
 NL0659'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DALE NO 2 1950.
 NL0659'
 NL0659'AZIMUTH MARK IS 5 FEET NORTH OF EDGE OF DEEP CUT ALONG NORTH
 NL0659'SIDE OF ROAD, 2 FEET WEST OF FENCECORNER AND IS IN FENCELINE.
 NL0659'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 NL0659'DALE 1950.
 NL0659'
 NL0659'TO REACH FROM THE MAPLETON TRUST BANK IN MAPLETON GO WEST
 NL0659'ON STATE ROUTE 141 FOR 1.3 MILES TO A T ROAD LEFT.  TURN LEFT
 NL0659'AND FOLLOW MAIN GRAVEL ROAD SOUTH AND WEST FOR 1.85 MILES TO
 NL0659'FORK.  TAKE RIGHT FORK AND GO NORTH AND WEST FOR 1.7 MILES
 NL0659'TO AZIMUTH MARK ON RIGHT ON TOP OF STEEP CUT AS DESCRIBED.
 NL0659'CONTINUE WEST FOR 0.1 MILE TO CROSS ROADS.  CONTINUE WEST
 NL0659'FOR 0.1 MILE TO DRIVEWAY TO FARM ON RIGHT.  TURN RIGHT AND
 NL0659'FOLLOW DRIVEWAY NORTH PASSING FARM BUILDINGS TO SUMMIT OF SMALL
 NL0659'HILL AND STATION.
 NL0659'
 NL0659'A 47 FOOT SIGNAL AT STATION ANT 1934 IS V.G.
 NL0659'
 NL0659'A 74 FOOT SIGNAL AT STATION SMITHLAND IS V.G.
 NL0659'
 NL0659'AN 87 FOOT SIGNAL AT STATION MILL IS V.G.
 NL0659'
 NL0659'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0716 ***********************************************************************
 NL0716  DESIGNATION -  DALE
 NL0716  PID         -  NL0716
 NL0716  STATE/COUNTY-  IA/KOSSUTH
 NL0716  USGS QUAD   -  ST JOSEPH (1972)
 NL0716
 NL0716                         *CURRENT SURVEY CONTROL
 NL0716  ___________________________________________________________________
 NL0716* NAD 83(1996)-  42 58 49.39077(N)    094 13 25.29593(W)     ADJUSTED  
 NL0716* NAVD 88     -       353.5    (meters)    1160.     (feet)  VERTCON   
 NL0716  ___________________________________________________________________
 NL0716  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 NL0716  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 NL0716
 NL0716  HORZ ORDER  -  SECOND
 NL0716
 NL0716.The horizontal coordinates were established by classical geodetic methods
 NL0716.and adjusted by the National Geodetic Survey in May 1999..
 NL0716
 NL0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0716
 NL0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0716
 NL0716.The geoid height was determined by GEOID03.
 NL0716
 NL0716;                    North         East     Units Scale Factor Converg.
 NL0716;SPC IA N     - 1,164,691.027 1,440,973.649   MT  0.99996024   -0 29 25.7
 NL0716;UTM  15      - 4,759,363.164   400,226.508   MT  0.99972246   -0 50 03.5
 NL0716
 NL0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0716!SPC IA N     -   0.99994914  x   0.99996024  =   0.99990938
 NL0716!UTM  15      -   0.99994914  x   0.99972246  =   0.99967161
 NL0716
 NL0716:                Primary Azimuth Mark                     Grid Az
 NL0716:SPC IA N     -  ALGONA TV STA KGLO MAST                  010 37 50.7
 NL0716:UTM  15      -  ALGONA TV STA KGLO MAST                  010 58 28.5
 NL0716
 NL0716|---------------------------------------------------------------------|
 NL0716| PID    Reference Object                     Distance      Geod. Az  |
 NL0716|                                                           dddmmss.s |
 NL0716| OP1004 ALGONA TV STA KGLO MAST             APPROX. 9.9 KM 0100825.0 |
 NL0716| OP1003 ALGONA TV CO MAST                   APPROX.10.1 KM 0115444.9 |
 NL0716| CI6175 DALE AZ MK                                         0902058.3 |
 NL0716| NL0715 DALE RM 1                            10.039 METERS 09415     |
 NL0716| CI6176 DALE RM 2                            10.446 METERS 26956     |
 NL0716| NL0717 DALE 2                              358.371 METERS 30028     |
 NL0716|---------------------------------------------------------------------|
 NL0716
 NL0716                          SUPERSEDED SURVEY CONTROL
 NL0716
 NL0716  NAD 83(1996)-  42 58 49.39076(N)    094 13 25.29593(W) AD(       ) 2
 NL0716  NAD 83(1986)-  42 58 49.38198(N)    094 13 25.28416(W) AD(       ) 2
 NL0716  NAD 27      -  42 58 49.49908(N)    094 13 24.41915(W) AD(       ) 2
 NL0716  NGVD 29 (07/19/86)  353.4    (m)         1159.     (f) VERT ANG       
 NL0716
 NL0716.Superseded values are not recommended for survey control.
 NL0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0716.See file dsdata.txt to determine how the superseded data were derived.
 NL0716
 NL0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0022759363(NAD 83)
 NL0716_MARKER: DS = TRIANGULATION STATION DISK
 NL0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0716_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0716
 NL0716  HISTORY     - Date     Condition        Report By
 NL0716  HISTORY     - 1971     MONUMENTED       NGS
 NL0716  HISTORY     - 1973     GOOD             NGS
 NL0716
 NL0716                          STATION DESCRIPTION
 NL0716
 NL0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0716'THE STATION IS LOCATED 10 MILES SOUTHWEST OF SEXTON, 6 MILES
 NL0716'SOUTH OF ALGONA, 0.2 MILE EAST OF U.S. HIGHWAY 169, ON ROAD
 NL0716'RIGHT-OF-WAY, IN SECTION 1, T 94 N, R 29 W.
 NL0716'
 NL0716'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18
 NL0716'AND COUNTY ROUTE P 60 IN SEXTON, GO SOUTH ON ROUTE P 60 FOR
 NL0716'7.0 MILES TO ITS JUNCTION WITH COUNTY ROUTE B 58.  TURN RIGHT
 NL0716'AND GO WEST ON THE PAVED ROAD FOR 5.0 MILES TO A CROSSROAD.
 NL0716'CONTINUE WEST ON ROUTE B 58 FOR 1.1 MILES TO A DIRT ROAD
 NL0716'LEFT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON
 NL0716'ROUTE B 58 FOR 0.8 MILE TO THE TOP OF A GRADE AND THE STATION
 NL0716'ON THE RIGHT.
 NL0716'
 NL0716'THE STATION MARKS ARE STANDARD DISKS STAMPED DALE 1971.  THE
 NL0716'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 NL0716'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT
 NL0716'IS 42 FEET NORTH OF THE CENTER OF THE ROAD, 41.0 FEET EAST
 NL0716'OF THE SOUTH POLE OF A DOUBLE POWER LINE POLE, 2.9 FEET
 NL0716'SOUTHEAST OF A METAL WITNESS POST, 2.2 FEET SOUTH OF A FENCE,
 NL0716'AND ABOUT 3 FEET LOWER THAN THE ROAD.  THE UNDERGROUND DISK
 NL0716'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 NL0716'BELOW THE SURFACE.
 NL0716'
 NL0716'REFERENCE MARK 1, A STANDARD DISK STAMPED DALE NO 1 1971, IS
 NL0716'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NL0716'WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 39.5 FEET NORTH
 NL0716'OF THE CENTER OF THE ROAD, 30.7 FEET EAST-SOUTHEAST OF THE
 NL0716'WITNESS POST, 8.0 FEET WEST OF THE SOUTH POWER LINE POLE, 5
 NL0716'FEET SOUTH OF THE FENCE, AND 2 FEET LOWER THAN THE STATION.
 NL0716'
 NL0716'REFERENCE MARK 2, A STANDARD DISK STAMPED DALE NO 2 1971,
 NL0716'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NL0716'WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 43 FEET NORTH
 NL0716'OF THE CENTER OF THE ROAD, 37.0 FEET WEST OF THE WITNESS POST,
 NL0716'1.7 FEET SOUTH OF THE FENCE, AND LEVEL WITH THE STATION.
 NL0716'
 NL0716'THE AZIMUTH MARK, A STANDARD DISK STAMPED DALE 1971, IS SET
 NL0716'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 NL0716'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 42.5 FEET SOUTH OF
 NL0716'THE CENTER OF ROUTE B 58, 32 FEET WEST OF THE CENTER OF THE
 NL0716'DIRT ROAD, 2.3 FEET WEST-NORTHWEST OF A FENCE CORNER POST,
 NL0716'2.3 FEET EAST-NORTHEAST OF A METAL WITNESS POST, AND ABOUT
 NL0716'3 FEET LOWER THAN THE PAVED ROAD.
 NL0716'
 NL0716'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 NL0716
 NL0716                          STATION RECOVERY (1973)
 NL0716
 NL0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 NL0716'ALL THE MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 NL0716'DUE TO ROAD CONSTRUCTION THE STATION MARKS AND THE REFERENCE
 NL0716'MARKS HAD TO BE MOVED.  THE DISTANCES AND DIRECTIONS TO THE
 NL0716'REFERENCE MARKS COMPARED GOOD WITH THE PREVIOUS DATA.  STATION
 NL0716'DALE 2, REFERENCE MARKS 3, 4 AND 5 WERE ESTABLISHED.  FOR
 NL0716'A COMPLETE DESCRIPTION OF THE MARKS.  SEE THE DESCRIPTION
 NL0716'FOR DALE 2.
 NL0716'
 NL0716'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 NL0716'SOUTH OF ALGONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0717 ***********************************************************************
 NL0717  CBN         -  This is a Cooperative Base Network Control Station.
 NL0717  DESIGNATION -  DALE 2
 NL0717  PID         -  NL0717
 NL0717  STATE/COUNTY-  IA/KOSSUTH
 NL0717  USGS QUAD   -  ST JOSEPH (1972)
 NL0717
 NL0717                         *CURRENT SURVEY CONTROL
 NL0717  ___________________________________________________________________
 NL0717* NAD 83(1996)-  42 58 55.27988(N)    094 13 38.92846(W)     ADJUSTED  
 NL0717* NAVD 88     -       342.0    (meters)    1122.     (feet)  GPS OBS   
 NL0717  ___________________________________________________________________
 NL0717  X           -    -344,517.403 (meters)                     COMP
 NL0717  Y           -  -4,660,828.481 (meters)                     COMP
 NL0717  Z           -   4,326,254.224 (meters)                     COMP
 NL0717  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 NL0717  ELLIP HEIGHT-         312.92  (meters)          (06/15/04) GPS OBS
 NL0717  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 NL0717
 NL0717  HORZ ORDER  -  B
 NL0717  ELLP ORDER  -  FOURTH    CLASS I
 NL0717
 NL0717.The horizontal coordinates were established by GPS observations
 NL0717.and adjusted by the National Geodetic Survey in August 1997..
 NL0717
 NL0717.The orthometric height was determined by GPS observations and a
 NL0717.high-resolution geoid model.
 NL0717
 NL0717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0717
 NL0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0717
 NL0717.The ellipsoidal height was determined by GPS observations
 NL0717.and is referenced to NAD 83.
 NL0717
 NL0717.The geoid height was determined by GEOID03.
 NL0717
 NL0717;                    North         East     Units Scale Factor Converg.
 NL0717;SPC IA N     - 1,164,875.396 1,440,666.357   MT  0.99996039   -0 29 35.0
 NL0717;UTM  15      - 4,759,549.329   399,920.401   MT  0.99972322   -0 50 12.9
 NL0717
 NL0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0717!SPC IA N     -   0.99995093  x   0.99996039  =   0.99991132
 NL0717!UTM  15      -   0.99995093  x   0.99972322  =   0.99967416
 NL0717
 NL0717|---------------------------------------------------------------------|
 NL0717| PID    Reference Object                     Distance      Geod. Az  |
 NL0717|                                                           dddmmss.s |
 NL0717| NL0716 DALE                                358.371 METERS 12028     |
 NL0717| CI6178 DALE 2 RM 4                          10.099 METERS 18039     |
 NL0717| NL0718 DALE 2 RM 5 AZIMUTH                 APPROX. 0.5 KM 2460430.7 |
 NL0717| CI6177 DALE 2 RM 3                                        35858     |
 NL0717|---------------------------------------------------------------------|
 NL0717
 NL0717                          SUPERSEDED SURVEY CONTROL
 NL0717
 NL0717  ELLIP H (08/25/97)  312.95   (m)                       GP(       ) 4 1
 NL0717  NAD 83(1986)-  42 58 55.27136(N)    094 13 38.91741(W) AD(       ) 2
 NL0717  NAD 27      -  42 58 55.38745(N)    094 13 38.05276(W) AD(       ) 2
 NL0717  NGVD 29 (07/19/86)  342.7    (m)         1124.     (f) VERT ANG       
 NL0717
 NL0717.Superseded values are not recommended for survey control.
 NL0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0717.See file dsdata.txt to determine how the superseded data were derived.
 NL0717
 NL0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9992059549(NAD 83)
 NL0717_MARKER: DH = HORIZONTAL CONTROL DISK
 NL0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0717_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0717_STAMPING: DALE 2 1972
 NL0717_MARK LOGO: NGS   
 NL0717_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0717+STABILITY: SURFACE MOTION
 NL0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0717+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1996
 NL0717
 NL0717  HISTORY     - Date     Condition        Report By
 NL0717  HISTORY     - 1972     MONUMENTED       NGS
 NL0717  HISTORY     - 19960805 GOOD             IADT
 NL0717
 NL0717                          STATION DESCRIPTION
 NL0717
 NL0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NL0717'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF SEXTON,
 NL0717'6 MILES SOUTH OF ALGONA, AND ON THE WEST RIGHT-OF-WAY OF
 NL0717'U.S. HIGHWAY 169.
 NL0717'
 NL0717'TO REACH THE STATION FROM THE ST ANNS HOSPITAL AT THE SOUTHEAST
 NL0717'PART OF ALGONA, GO SOUTH ON HIGHWAY 169 FOR 5.3 MILES TO THE
 NL0717'STATION ON THE RIGHT.
 NL0717'
 NL0717'THE STATION MARKS ARE STANDARD DISKS STAMPED DALE 2 1972.
 NL0717'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NL0717'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 NL0717'IS 64 FEET WEST OF THE CENTER OF HIGHWAY 169, 2.5 FEET NORTH
 NL0717'OF A METAL WITNESS POST AND 1.7 FEET EAST OF A FENCE.  THE
 NL0717'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 NL0717'40 INCHES BELOW THE GROUND SURFACE.
 NL0717'
 NL0717'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DALE 2 NO 3 1972,
 NL0717'SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED ROD THAT IS
 NL0717'4 FEET DEEP WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM,
 NL0717'ENCASED IN A 4 INCH PLASTIC PIPE AND PROJECTS 4 INCHES ABOVE
 NL0717'THE GROUND SURFACE.  IT IS 64 FEET WEST OF THE CENTER OF
 NL0717'HIGHWAY 169, 1.5 FEET EAST OF A FENCE AND 1.5 FEET SOUTH
 NL0717'OF A METAL WITNESS POST.
 NL0717'
 NL0717'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DALE 2 NO 4 1972,
 NL0717'SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED ROAD THAT
 NL0717'IS 4 FEET DEEP WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM,
 NL0717'ENCASED IN A 4 INCH PLASTIC PIPE AND PROJECTS 4 INCHES ABOVE
 NL0717'THE GROUND SURFACE.  IT IS 64 FEET WEST OF THE CENTER OF
 NL0717'HIGHWAY 169, 1.5 FEET EAST OF THE FENCE AND 1 FOOT NORTH OF A
 NL0717'METAL WITNESS POST.
 NL0717'
 NL0717'REFERENCE MARK 5 IS A STANDARD DISK STAMPED DALE 2 NO 5 1972,
 NL0717'SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED ROD THAT
 NL0717'IS 4 FEET DEEP WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM,
 NL0717'ENCASED IN A 4 INCH PLASTIC PIPE AND PROJECTS 4 INCHES ABOVE
 NL0717'THE GROUND SURFACE.  IT IS 64 FEET SOUTH OF THE CENTER OF
 NL0717'DOUBLE POWER POLES, 31.5 FEET SOUTH OF THE CENTER OF A GRAVELED
 NL0717'ROAD, 1.5 FEET WEST OF A METAL WITNESS POST AND 6 INCHES
 NL0717'NORTH OF A FENCE.
 NL0717'
 NL0717'TO REACH REFERENCE MARK 5 FROM THE STATION, GO SOUTH ON HIGHWAY
 NL0717'169 FOR 0.1 MILE.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 NL0717'FOR 0.3 MILE TO THE REFERENCE MARK 5 ON THE LEFT.
 NL0717
 NL0717                          STATION RECOVERY (1996)
 NL0717
 NL0717'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 NL0717'RECOVERED AS DESCRIBED BY IOWA DOT.  LOCATED IN THE SOUTHEAST 1/4,
 NL0717'SECTION 2, T 94 N, R 29 W.  A PINK STATE HARN SURVEY SIGN WAS SET 0.5
 NL0717'M (1.6 FT) NORTH OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0718 ***********************************************************************
 NL0718  DESIGNATION -  DALE 2 RM 5 AZIMUTH
 NL0718  PID         -  NL0718
 NL0718  STATE/COUNTY-  IA/KOSSUTH
 NL0718  USGS QUAD   -  ST JOSEPH (1972)
 NL0718
 NL0718                         *CURRENT SURVEY CONTROL
 NL0718  ___________________________________________________________________
 NL0718* NAD 83(1996)-  42 58 48.39838(N)    094 14 00.05216(W)     ADJUSTED  
 NL0718* NAVD 88     -       342.5    (meters)    1124.     (feet)  VERTCON   
 NL0718  ___________________________________________________________________
 NL0718  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 NL0718  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 NL0718
 NL0718  HORZ ORDER  -  SECOND
 NL0718
 NL0718.The horizontal coordinates were established by classical geodetic methods
 NL0718.and adjusted by the National Geodetic Survey in May 1999..
 NL0718
 NL0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0718
 NL0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0718
 NL0718.The geoid height was determined by GEOID03.
 NL0718
 NL0718;                    North         East     Units Scale Factor Converg.
 NL0718;SPC IA N     - 1,164,667.191 1,440,185.955   MT  0.99996021   -0 29 49.3
 NL0718;UTM  15      - 4,759,344.060   399,438.872   MT  0.99972440   -0 50 27.2
 NL0718
 NL0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0718!SPC IA N     -   0.99995086  x   0.99996021  =   0.99991107
 NL0718!UTM  15      -   0.99995086  x   0.99972440  =   0.99967527
 NL0718
 NL0718:                Primary Azimuth Mark                     Grid Az
 NL0718:SPC IA N     -  DALE 2                                   066 34 05.6
 NL0718:UTM  15      -  DALE 2                                   066 54 43.5
 NL0718
 NL0718|---------------------------------------------------------------------|
 NL0718| PID    Reference Object                     Distance      Geod. Az  |
 NL0718|                                                           dddmmss.s |
 NL0718| NL0717 DALE 2                              APPROX. 0.5 KM 0660416.3 |
 NL0718|---------------------------------------------------------------------|
 NL0718
 NL0718                          SUPERSEDED SURVEY CONTROL
 NL0718
 NL0718  NAD 83(1996)-  42 58 48.39839(N)    094 14 00.05217(W) AD(       ) 2
 NL0718  NAD 83(1986)-  42 58 48.38976(N)    094 14 00.04136(W) AD(       ) 2
 NL0718  NAD 27      -  42 58 48.50422(N)    094 13 59.17506(W) AD(       ) 2
 NL0718  NGVD 29 (07/19/86)  342.4    (m)         1123.     (f) VERT ANG       
 NL0718
 NL0718.Superseded values are not recommended for survey control.
 NL0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0718.See file dsdata.txt to determine how the superseded data were derived.
 NL0718
 NL0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9943959344(NAD 83)
 NL0718_MARKER: DR = REFERENCE MARK DISK
 NL0718_SETTING: 0 = UNSPECIFIED SETTING
 NL0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0718
 NL0718  HISTORY     - Date     Condition        Report By
 NL0718  HISTORY     - 1972     MONUMENTED       NGS
 NL0718
 NL0718                          STATION DESCRIPTION
 NL0718
 NL0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NL0718'TO REACH THE STATION FROM THE ST ANNS HOSPITAL AT THE SOUTHEAST
 NL0718'PART OF ALGONA, GO SOUTH ON HIGHWAY 169 FOR 5.3 MILES TO THE
 NL0718'STATION ON THE RIGHT.
 NL0718'
 NL0718'REFERENCE MARK 5 IS A STANDARD DISK STAMPED DALE 2 NO 5 1972,
 NL0718'SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED ROD THAT
 NL0718'IS 4 FEET DEEP WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM,
 NL0718'ENCASED IN A 4 INCH PLASTIC PIPE AND PROJECTS 4 INCHES ABOVE
 NL0718'THE GROUND SURFACE.  IT IS 64 FEET SOUTH OF THE CENTER OF
 NL0718'DOUBLE POWER POLES, 31.5 FEET SOUTH OF THE CENTER OF A GRAVELED
 NL0718'ROAD, 1.5 FEET WEST OF A METAL WITNESS POST AND 6 INCHES
 NL0718'NORTH OF A FENCE.
 NL0718'
 NL0718'TO REACH REFERENCE MARK 5 FROM THE STATION, GO SOUTH ON HIGHWAY
 NL0718'169 FOR 0.1 MILE.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 NL0718'FOR 0.3 MILE TO THE REFERENCE MARK 5 ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0631 ***********************************************************************
 NK0631  DESIGNATION -  DALE ET
 NK0631  PID         -  NK0631
 NK0631  STATE/COUNTY-  IA/FLOYD
 NK0631  USGS QUAD   -  NASHUA NW (1971)
 NK0631
 NK0631                         *CURRENT SURVEY CONTROL
 NK0631  ___________________________________________________________________
 NK0631* NAD 83(1996)-  42 59 02.53248(N)    092 39 11.25548(W)     ADJUSTED  
 NK0631* NAVD 88     -       335.4    (meters)    1100.     (feet)  VERTCON   
 NK0631  ___________________________________________________________________
 NK0631  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 NK0631  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 NK0631
 NK0631  HORZ ORDER  -  SECOND
 NK0631
 NK0631.The horizontal coordinates were established by classical geodetic methods
 NK0631.and adjusted by the National Geodetic Survey in May 1999..
 NK0631
 NK0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0631
 NK0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0631
 NK0631.The geoid height was determined by GEOID03.
 NK0631
 NK0631;                    North         East     Units Scale Factor Converg.
 NK0631;SPC IA N     - 1,165,189.856 1,569,068.879   MT  0.99996058   +0 34 26.3
 NK0631;UTM  15      - 4,759,100.478   528,280.416   MT  0.99960984   +0 14 11.4
 NK0631
 NK0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0631!SPC IA N     -   0.99995230  x   0.99996058  =   0.99991288
 NK0631!UTM  15      -   0.99995230  x   0.99960984  =   0.99956216
 NK0631
 NK0631|---------------------------------------------------------------------|
 NK0631| PID    Reference Object                     Distance      Geod. Az  |
 NK0631|                                                           dddmmss.s |
 NK0631| CI6179 DALE RM 1                            21.466 METERS 17617     |
 NK0631| CI6180 DALE RM 2                            22.598 METERS 24336     |
 NK0631| CI7101 SALSBURY LAB WTR TANK                              3384348.3 |
 NK0631|---------------------------------------------------------------------|
 NK0631
 NK0631                          SUPERSEDED SURVEY CONTROL
 NK0631
 NK0631  NAD 83(1996)-  42 59 02.53250(N)    092 39 11.25545(W) AD(       ) 2
 NK0631  NAD 83(1986)-  42 59 02.52670(N)    092 39 11.25071(W) AD(       ) 2
 NK0631  NAD 27      -  42 59 02.61292(N)    092 39 10.57235(W) AD(       ) 2
 NK0631  NGVD 29 (07/19/86)  335.4    (m)         1100.     (f) VERT ANG       
 NK0631
 NK0631.Superseded values are not recommended for survey control.
 NK0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0631.See file dsdata.txt to determine how the superseded data were derived.
 NK0631
 NK0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2828059100(NAD 83)
 NK0631_MARKER: DD = SURVEY DISK
 NK0631_SETTING: 0 = UNSPECIFIED SETTING
 NK0631
 NK0631  HISTORY     - Date     Condition        Report By
 NK0631  HISTORY     - 1969     MONUMENTED       USGS
 NK0631
 NK0631                          STATION DESCRIPTION
 NK0631
 NK0631'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 NK0631'THE STATION IS ABOUT 5.8 MI SSE. OF CHARLES CITY, ABOUT 0.3 MI
 NK0631'N. OF COR. OF SECS. 5, 6, 7 AND 8, T. 94 N., R. 15 W., ON TOP OF
 NK0631'A PROMINENT RIDGE.
 NK0631'
 NK0631'TO REACH FROM THE JCT. OF U.S. HWYS. 18 AND 218 IN CHARLES CITY,
 NK0631'GO E. THEN S. ON U.S. HWY. 218 FOR ABOUT 0.9 MI TO WHERE
 NK0631'HWY. CURVES SE., TURN RIGHT OFF U.S. HWY. 218 AND GO S. ON FLOYD
 NK0631'CO. HWY, T-64 FOR ABOUT 3.95 MI TO A CROSSROADS, TURN LEFT AND
 NK0631'GO E. ON GRAVEL RD. FOR 1.0 MI TO A CROSSROADS, TURN RIGHT AND
 NK0631'GO S. FOR ABOUT 0.7 MI TO THE TOP OF A PROMINENT RIDGE AND THE
 NK0631'STATION ON THE LEFT NEAR FIELD ENTRANCES E.-W.
 NK0631'
 NK0631'THE STATION, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 NK0631'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NK0631'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET DALE 1969 IS 7 FT
 NK0631'N. AND 30.5 FT E. CENTER RD. AT FIELD RD. W. TO GRANARY, 2.5
 NK0631'FT S. AND 4 FT W. OF A 6 IN. WOODEN GATE POST, 2.5 FT S. AND
 NK0631'3.5 FT W. OF USGS WITNESS POST.  THE MARK IS BURIED 20 IN. BELOW
 NK0631'THE SURFACE WITH A 12 IN. LONG TILE CENTERED ABOVE THE MARK.
 NK0631'
 NK0631'REFERENCE MARK NO 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NK0631'COATED RODS CENTERED IN 6 IN. DIAMETER TILES 12 IN. LONG AND
 NK0631'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED DALE NO 1
 NK0631'1969 IS S. OF THE STATION, 64 FT S. AND 34 FT E. CENTER RD. AT
 NK0631'FIELD RD. W. TO GRANARY, 2.5 FT N. AND 1 FT W. OF TELEPHONE
 NK0631'POLE 34, 1.5 FT W. OF E. RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH
 NK0631'WITH THE GROUND.
 NK0631'
 NK0631'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NK0631'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NK0631'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED DALE NO 2
 NK0631'1969 IS WSW. OF THE STATION, 27 FT S. AND 36 FT W. CENTER
 NK0631'RD. AT FIELD RD. W. TO GRANARY, 2 FT S. OF POWER LINE POLE
 NK0631'2489 D6, THE MARK IS FLUSH WITH THE GROUND.
 NK0631'
 NK0631'THERE WAS NO AZIMUTH MARK SET.
 NK0631'
 NK0631'REFERENCE AZIMUTH USED -- SALSBURY LABORATORIES WATER TANK.
 NK0631'
 NK0631'SALSBURY WATER TANK -- STATION IS FINIAL OF SALSBURY
 NK0631'LABORATORIES WATER TANK.  THE TANK WAS BUILT ABOUT 1948,
 NK0631'LOCATED IN THE PRODUCTION AREA OF SALSBURY LABORATORIES AT THE
 NK0631'SW. EDGE OF CHARLES CITY, T. 95 N., R. 16 W., NEAR THE QUARTER
 NK0631'COR. BETWEEN SECS. 11 AND 12.
 NK0631'
 NK0631'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0715 ***********************************************************************
 NL0715  DESIGNATION -  DALE RM 1
 NL0715  PID         -  NL0715
 NL0715  STATE/COUNTY-  IA/KOSSUTH
 NL0715  USGS QUAD   -  ST JOSEPH (1972)
 NL0715
 NL0715                         *CURRENT SURVEY CONTROL
 NL0715  ___________________________________________________________________
 NL0715* NAD 83(1996)-  42 58 49.36664(N)    094 13 24.85406(W)     ADJUSTED  
 NL0715* NAVD 88     -       352.9    (meters)    1158.     (feet)  VERTCON   
 NL0715  ___________________________________________________________________
 NL0715  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 NL0715  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 NL0715
 NL0715  HORZ ORDER  -  SECOND
 NL0715
 NL0715.The horizontal coordinates were established by classical geodetic methods
 NL0715.and adjusted by the National Geodetic Survey in May 1999..
 NL0715
 NL0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0715
 NL0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0715
 NL0715.The geoid height was determined by GEOID03.
 NL0715
 NL0715;                    North         East     Units Scale Factor Converg.
 NL0715;SPC IA N     - 1,164,690.197 1,440,983.653   MT  0.99996023   -0 29 25.4
 NL0715;UTM  15      - 4,759,362.274   400,236.505   MT  0.99972244   -0 50 03.2
 NL0715
 NL0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0715!SPC IA N     -   0.99994923  x   0.99996023  =   0.99990946
 NL0715!UTM  15      -   0.99994923  x   0.99972244  =   0.99967169
 NL0715
 NL0715                          SUPERSEDED SURVEY CONTROL
 NL0715
 NL0715  NAD 83(1996)-  42 58 49.36663(N)    094 13 24.85406(W) AD(       ) 2
 NL0715  NAD 83(1986)-  42 58 49.35785(N)    094 13 24.84221(W) AD(       ) 2
 NL0715  NAD 27      -  42 58 49.47495(N)    094 13 23.97729(W) AD(       ) 2
 NL0715  NGVD 29 (07/19/86)  352.8    (m)         1157.     (f) VERT ANG       
 NL0715
 NL0715.Superseded values are not recommended for survey control.
 NL0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0715.See file dsdata.txt to determine how the superseded data were derived.
 NL0715
 NL0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0023759362(NAD 83)
 NL0715_MARKER: DR = REFERENCE MARK DISK
 NL0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0715+STABILITY: SURFACE MOTION
 NL0715
 NL0715  HISTORY     - Date     Condition        Report By
 NL0715  HISTORY     - 1971     MONUMENTED       NGS
 NL0715
 NL0715                          STATION DESCRIPTION
 NL0715
 NL0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0715'THE STATION IS LOCATED 10 MILES SOUTHWEST OF SEXTON, 6 MILES
 NL0715'SOUTH OF ALGONA, 0.2 MILE EAST OF U.S. HIGHWAY 169, ON ROAD
 NL0715'RIGHT-OF-WAY, IN SECTION 1, T 94 N, R 29 W.
 NL0715'
 NL0715'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18
 NL0715'AND COUNTY ROUTE P 60 IN SEXTON, GO SOUTH ON ROUTE P 60 FOR
 NL0715'7.0 MILES TO ITS JUNCTION WITH COUNTY ROUTE B 58.  TURN RIGHT
 NL0715'AND GO WEST ON THE PAVED ROAD FOR 5.0 MILES TO A CROSSROAD.
 NL0715'CONTINUE WEST ON ROUTE B 58 FOR 1.9 MILES TO THE TOP OF A
 NL0715'GRADE AND THE STATION ON THE RIGHT.
 NL0715'
 NL0715'STATION MARK, A STANDARD REFERENCE DISK STAMPED DALE NO 1 1971,
 NL0715'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NL0715'WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 39.5 FEET NORTH
 NL0715'OF THE CENTER OF THE ROAD, 30.7 FEET EAST-SOUTHEAST OF A
 NL0715'METAL WITNESS POST, 8.0 FEET WEST OF THE SOUTH POLE OF A DOUBLE
 NL0715'POWER LINE POLE, 5 FEET SOUTH OF A FENCE, AND 5 FEET LOWER
 NL0715'THAN THE ROAD.
 NL0715'
 NL0715'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0678 ***********************************************************************
 MH0678  DESIGNATION -  DALLAS
 MH0678  PID         -  MH0678
 MH0678  STATE/COUNTY-  IA/DALLAS
 MH0678  USGS QUAD   -  DALLAS CENTER (1965)
 MH0678
 MH0678                         *CURRENT SURVEY CONTROL
 MH0678  ___________________________________________________________________
 MH0678* NAD 83(1996)-  41 41 01.29312(N)    093 58 00.01243(W)     ADJUSTED  
 MH0678* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 MH0678  ___________________________________________________________________
 MH0678  LAPLACE CORR-          -8.32  (seconds)                    DEFLEC99
 MH0678  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 MH0678
 MH0678  HORZ ORDER  -  FIRST
 MH0678
 MH0678.The horizontal coordinates were established by classical geodetic methods
 MH0678.and adjusted by the National Geodetic Survey in May 1999..
 MH0678
 MH0678.The orthometric height was scaled from a topographic map.
 MH0678
 MH0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0678
 MH0678.The geoid height was determined by GEOID03.
 MH0678
 MH0678;                    North         East     Units Scale Factor Converg.
 MH0678;SPC IA S     -   187,080.400   461,145.956   MT  0.99998383   -0 18 26.6
 MH0678;SPC IA N     - 1,020,511.588 1,461,141.782   MT  1.00009152   -0 18 58.6
 MH0678;UTM  15      - 4,615,109.300   419,546.988   MT  0.99967965   -0 38 34.4
 MH0678
 MH0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0678!SPC IA S     -   0.99995328  x   0.99998383  =   0.99993711
 MH0678!SPC IA N     -   0.99995328  x   1.00009152  =   1.00004479
 MH0678!UTM  15      -   0.99995328  x   0.99967965  =   0.99963294
 MH0678
 MH0678:                Primary Azimuth Mark                     Grid Az
 MH0678:SPC IA S     -  WOODWARD MUNICIPAL TANK                  011 18 49.2
 MH0678:SPC IA N     -  WOODWARD MUNICIPAL TANK                  011 19 21.2
 MH0678:UTM  15      -  WOODWARD MUNICIPAL TANK                  011 38 57.0
 MH0678
 MH0678|---------------------------------------------------------------------|
 MH0678| PID    Reference Object                     Distance      Geod. Az  |
 MH0678|                                                           dddmmss.s |
 MH0678| MH0695 WOODWARD MUNICIPAL TANK             APPROX.19.7 KM 0110022.6 |
 MH0678| MH0692 WOODWARD ST EPILEPTIC FARM STK      APPROX.21.6 KM 0122025.5 |
 MH0678| MH0694 WOODWARD ST EPILEPTIC FARM TK       APPROX.21.6 KM 0123109.0 |
 MH0678| CL8362 DALLAS RM 1                         119.250 METERS 10140     |
 MH0678| CL8363 DALLAS RM 2                                        19513     |
 MH0678| MJ1069 DALLAS COUNTY FARM TANK             APPROX. 5.4 KM 2440826.9 |
 MH0678| MJ1070 LINDEN                              APPROX.17.5 KM 2571751.1 |
 MH0678|---------------------------------------------------------------------|
 MH0678
 MH0678                          SUPERSEDED SURVEY CONTROL
 MH0678
 MH0678  NAD 83(1986)-  41 41 01.29072(N)    093 58 00.01468(W) AD(       ) 1
 MH0678  NAD 27      -  41 41 01.33500(N)    093 57 59.18800(W) AD(       ) 1
 MH0678
 MH0678.Superseded values are not recommended for survey control.
 MH0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0678.See file dsdata.txt to determine how the superseded data were derived.
 MH0678
 MH0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG1954715109(NAD 83)
 MH0678_MARKER: DS = TRIANGULATION STATION DISK
 MH0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0678+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1998
 MH0678
 MH0678  HISTORY     - Date     Condition        Report By
 MH0678  HISTORY     - 1930     MONUMENTED       CGS
 MH0678  HISTORY     - 1941     GOOD             CGS
 MH0678  HISTORY     - 1957     GOOD             CGS
 MH0678  HISTORY     - 1964     GOOD             USGS
 MH0678  HISTORY     - 1980     GOOD             LOCENG
 MH0678  HISTORY     - 19910613 GOOD             USPSQD
 MH0678  HISTORY     - 19981202 GOOD             NGS
 MH0678  HISTORY     - 20060827 GOOD             GEOCAC
 MH0678
 MH0678                          STATION DESCRIPTION
 MH0678
 MH0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0678'STATION IS IN THE TOWN OF DALLAS CENTER WHICH IS ABOUT 25
 MH0678'MILES NW OF DES MOINES, IN THE MIDDLE OF THE EXTREME W END
 MH0678'OF THE CITY PARK WHICH IS ON THE MAIN STREET ABOUT 5 BLOCKS
 MH0678'W OF THE TRACKS.  THE MARK IS 8 INCHES ABOVE THE SURFACE,
 MH0678'17.3 METERS W OF S OF THE CENTER OF A CONCRETE POOL, AND
 MH0678'48.6 METERS S OF W OF THE SW CORNER OF THE BAND STAND.  IT IS
 MH0678'25.3 METERS E OF A STREET AND 43.5 METERS N OF ANOTHER (CENTER
 MH0678'LINES).
 MH0678'
 MH0678'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MH0678'DISKS SET IN CONCRETE.
 MH0678'
 MH0678'REFERENCE MARK NO. 1 IS IN ABOUT THE CENTER OF THE PARK,
 MH0678'AND SET FLUSH IN A N AND S SIDEWALK, WHICH IS ABOUT 1.2
 MH0678'METERS WIDE.  THE MARK IS 17.8 METERS N OF A STREET (CENTER
 MH0678'LINE), AND 0.21 METER E OF THE W EDGE OF THE SIDEWALK.  REFERENCE
 MH0678'MARK NO. 2, ELEVATED 8 INCHES, IS NEAR A FENCE CORNER IN
 MH0678'THE S END OF A CULTIVATED FIELD, 1000 FEET SW OF THE SW
 MH0678'CORNER OF THE PARK.  THE MARK IS ABOUT 75 METERS W OF A
 MH0678'ROAD CORNER, 11.0 METERS N OF THE CENTER LINE OF A ROAD,
 MH0678'0.77 METER E OF S OF A FENCE CORNER.
 MH0678'
 MH0678'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MH0678
 MH0678                          STATION RECOVERY (1941)
 MH0678
 MH0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LFC)
 MH0678'TRIANGULATION STATION DALLAS IN DALLAS CENTER,
 MH0678'IOWA.  (LEVELS RUN IN CONNECTION WITH GRAVITY
 MH0678'OBSERVATIONS IN 1941.)
 MH0678
 MH0678                          STATION RECOVERY (1957)
 MH0678
 MH0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MH0678'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 MH0678'AS DESCRIBED, EXCEPT THE STATION IS NOW FLUSH WITH THE GROUND
 MH0678'AND R.M. NO. 2 IS NO LONGER BY A FENCE CORNER, THE FENCE
 MH0678'BEING TAKEN DOWN.  A TREE NOW BLOCKS THE LINE OF SIGHT FROM
 MH0678'DALLAS TO R.M. NO. 2.
 MH0678
 MH0678                          STATION RECOVERY (1964)
 MH0678
 MH0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MH0678'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MH0678
 MH0678                          STATION RECOVERY (1980)
 MH0678
 MH0678'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (MF)
 MH0678'DALLAS 1930 RECOVERED GOOD.
 MH0678'
 MH0678'DALLAS 1930 RM NO. 1 RECOVERED GOOD.
 MH0678'
 MH0678'DALLAS 1930 RM NO. 2 DISTURBED.
 MH0678'
 MH0678'DIRECTION TO RM NO. 1 DID NOT CHECK GOT A POSITIONAL CLOSURE BUT NO
 MH0678'ANGULAR CLOSURE FROM DAWSON.
 MH0678'
 MH0678'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN DALLAS CENTER CITY
 MH0678'PARK.
 MH0678
 MH0678                          STATION RECOVERY (1991)
 MH0678
 MH0678'RECOVERY NOTE BY US POWER SQUADRON 1991 (VEA)
 MH0678'RECOVERED IN GOOD CONDITION.
 MH0678
 MH0678                          STATION RECOVERY (1998)
 MH0678
 MH0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 MH0678'TRIANGUALATION STATION IS OK.  MUNICIPAL PARK IS CALLED 'MOUND PARK.'
 MH0678'CHANGES TO 1930 DESCRIPTION--CONCRETE POOL AND BAND STAND ARE GONE.
 MH0678'IT IS 25.3 M E OF KELLOGG AVE. AND 43.5 M N OF SYCAMORE ST.  RM 2 WAS
 MH0678'NOT FOUND AS PER 1980 RECOVERY.  RM 1 WAS NOT FOUND AND LOOKS TO BE
 MH0678'UNDER A NEW SIDEWALK.  NEARBY GRAVITY STATION 'DALLAS CENTER' WAS ALSO
 MH0678'NOT FOUND.
 MH0678
 MH0678                          STATION RECOVERY (2006)
 MH0678
 MH0678'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0678'GOOD CONDITION FLUSH WITH GROUND, RM'S NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1069 ***********************************************************************
 MJ1069  DESIGNATION -  DALLAS COUNTY FARM TANK
 MJ1069  PID         -  MJ1069
 MJ1069  STATE/COUNTY-  IA/DALLAS
 MJ1069  USGS QUAD   -  PANTHER (1982)
 MJ1069
 MJ1069                         *CURRENT SURVEY CONTROL
 MJ1069  ___________________________________________________________________
 MJ1069* NAD 83(1996)-  41 39 45.28369(N)    094 01 28.99281(W)     ADJUSTED  
 MJ1069* NAVD 88     -       313.     (meters)    1027.     (feet)  SCALED    
 MJ1069  ___________________________________________________________________
 MJ1069  LAPLACE CORR-          -9.21  (seconds)                    DEFLEC99
 MJ1069  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 MJ1069
 MJ1069  HORZ ORDER  -  THIRD
 MJ1069
 MJ1069.The horizontal coordinates were established by classical geodetic methods
 MJ1069.and adjusted by the National Geodetic Survey in May 1999..
 MJ1069
 MJ1069.The orthometric height was scaled from a topographic map.
 MJ1069
 MJ1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1069
 MJ1069.The geoid height was determined by GEOID03.
 MJ1069
 MJ1069;                    North         East     Units Scale Factor Converg.
 MJ1069;SPC IA S     -   184,762.990   456,298.727   MT  0.99998079   -0 20 44.3
 MJ1069;UTM  15      - 4,612,820.997   414,687.718   MT  0.99968956   -0 40 52.4
 MJ1069
 MJ1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1069!SPC IA S     -   0.99995561  x   0.99998079  =   0.99993640
 MJ1069!UTM  15      -   0.99995561  x   0.99968956  =   0.99964518
 MJ1069
 MJ1069                          SUPERSEDED SURVEY CONTROL
 MJ1069
 MJ1069  NAD 83(1986)-  41 39 45.28009(N)    094 01 28.99804(W) AD(       ) 4
 MJ1069  NAD 27      -  41 39 45.32000(N)    094 01 28.18000(W) AD(       ) 3
 MJ1069
 MJ1069.Superseded values are not recommended for survey control.
 MJ1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1069.See file dsdata.txt to determine how the superseded data were derived.
 MJ1069
 MJ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG1468812821(NAD 83)
 MJ1069_MARKER: 51 = TANK
 MJ1069
 MJ1069  HISTORY     - Date     Condition        Report By
 MJ1069  HISTORY     - 1930     FIRST OBSERVED   CGS
 MJ1069  HISTORY     - 1964     GOOD             USGS
 MJ1069  HISTORY     - 19910613 GOOD             USPSQD
 MJ1069
 MJ1069                          STATION DESCRIPTION
 MJ1069
 MJ1069'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MJ1069'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MJ1069
 MJ1069                          STATION RECOVERY (1991)
 MJ1069
 MJ1069'RECOVERY NOTE BY US POWER SQUADRON 1991 (VEA)
 MJ1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0567 ***********************************************************************
 MH0567  DESIGNATION -  DAN
 MH0567  PID         -  MH0567
 MH0567  STATE/COUNTY-  IA/TAMA
 MH0567  USGS QUAD   -  TAMA (1980)
 MH0567
 MH0567                         *CURRENT SURVEY CONTROL
 MH0567  ___________________________________________________________________
 MH0567* NAD 83(1996)-  41 52 36.85919(N)    092 34 57.42199(W)     ADJUSTED  
 MH0567* NAVD 88     -       301.7    (meters)     990.     (feet)  VERTCON   
 MH0567  ___________________________________________________________________
 MH0567  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 MH0567  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 MH0567
 MH0567  HORZ ORDER  -  SECOND
 MH0567
 MH0567.The horizontal coordinates were established by classical geodetic methods
 MH0567.and adjusted by the National Geodetic Survey in May 1999..
 MH0567
 MH0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0567
 MH0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0567
 MH0567.The geoid height was determined by GEOID03.
 MH0567
 MH0567;                    North         East     Units Scale Factor Converg.
 MH0567;SPC IA N     - 1,042,278.880 1,576,153.709   MT  1.00003985   +0 37 18.3
 MH0567;UTM  15      - 4,636,193.519   534,633.222   MT  0.99961476   +0 16 43.0
 MH0567
 MH0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0567!SPC IA N     -   0.99995767  x   1.00003985  =   0.99999752
 MH0567!UTM  15      -   0.99995767  x   0.99961476  =   0.99957245
 MH0567
 MH0567|---------------------------------------------------------------------|
 MH0567| PID    Reference Object                     Distance      Geod. Az  |
 MH0567|                                                           dddmmss.s |
 MH0567| CL8365 DAN RM 2                             23.118 METERS 09012     |
 MH0567| MH0570 REBAR 1038                          APPROX. 3.1 KM 2693210.2 |
 MH0567| CL8364 DAN RM 1                             16.238 METERS 26949     |
 MH0567|---------------------------------------------------------------------|
 MH0567
 MH0567                          SUPERSEDED SURVEY CONTROL
 MH0567
 MH0567  NAD 83(1986)-  41 52 36.86481(N)    092 34 57.42603(W) AD(       ) 2
 MH0567  NAD 27      -  41 52 36.89181(N)    092 34 56.74020(W) AD(       ) 2
 MH0567  NGVD 29 (07/19/86)  301.7    (m)          990.     (f) VERT ANG       
 MH0567
 MH0567.Superseded values are not recommended for survey control.
 MH0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0567.See file dsdata.txt to determine how the superseded data were derived.
 MH0567
 MH0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3463336194(NAD 83)
 MH0567_MARKER: DD = SURVEY DISK
 MH0567_SETTING: 0 = UNSPECIFIED SETTING
 MH0567
 MH0567  HISTORY     - Date     Condition        Report By
 MH0567  HISTORY     - 1970     MONUMENTED       USGS
 MH0567
 MH0567                          STATION DESCRIPTION
 MH0567
 MH0567'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 MH0567'THE STATION IS ABOUT 8.2 MI S. OF TOLEDO, IOWA, ABOUT 280 FT
 MH0567'W. OF THE QUARTER COR. BETWEEN SECS. 27 AND 34, T. 82 N., R. 15
 MH0567'W., ON N. CUT BANK.
 MH0567'
 MH0567'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 63 AND
 MH0567'U.S. HWY. 30 NEAR THE S. EDGE OF TOLEDO, GO S. ON U.S. HWY. 63
 MH0567'FOR 8.0 MI TO A T-RD. W., TURN RIGHT ON COUNTY BLACKTOP AND GO
 MH0567'W. ABOUT 280 FT AND STATION ON RIGHT (N.).
 MH0567'
 MH0567'STATION MARK, STAMPED ET DAN 1970 IS 53 FT N. AND 282 FT
 MH0567'W. OF CENTER OF T-RD. W., 1.5 FT S. OF N. RIGHT-OF-WAY FENCE, 1.5
 MH0567'FT S. OF USGS WITNESS POST.
 MH0567'
 MH0567'REFERENCE MARK NO. 1, STAMPED DAN NO 1 1970 IS W. OF THE
 MH0567'STATION, 53 FT N. AND 335 FT W. OF CENTER OF T-RD. W., 2 FT
 MH0567'S. OF N. RIGHT-OF-WAY FENCE.
 MH0567'
 MH0567'REFERENCE MARK NO. 2, STAMPED DAN NO 2 1970 IS E. OF THE
 MH0567'STATION, 52 FT N. AND 20L FT W. OF CENTER OF T-RD. W., 2 FT
 MH0567'S. OF N. RIGHT-OF-WAY FENCE, 3 FT N. OF POWER LINE POLE NO. 10
 MH0567'34N11.
 MH0567'
 MH0567'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 MH0567'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 MH0567'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE SET
 MH0567'FLUSH WITH THE GROUND.
 MH0567'
 MH0567'NO AZIMUTH MARK WAS SET.
 MH0567'
 MH0567'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0014 ***********************************************************************
 LE0014  DESIGNATION -  DANIELS
 LE0014  PID         -  LE0014
 LE0014  STATE/COUNTY-  IA/DAVIS
 LE0014  USGS QUAD   -  MILTON (1970)
 LE0014
 LE0014                         *CURRENT SURVEY CONTROL
 LE0014  ___________________________________________________________________
 LE0014* NAD 83(1996)-  40 41 14.47159(N)    092 12 58.71631(W)     ADJUSTED  
 LE0014* NAVD 88     -       251.457  (meters)     824.99   (feet)  ADJUSTED  
 LE0014  ___________________________________________________________________
 LE0014  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 LE0014  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LE0014  DYNAMIC HT  -         251.334 (meters)     824.59  (feet)  COMP
 LE0014  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 LE0014
 LE0014  HORZ ORDER  -  FIRST
 LE0014  VERT ORDER  -  SECOND    CLASS 0
 LE0014
 LE0014.The horizontal coordinates were established by classical geodetic methods
 LE0014.and adjusted by the National Geodetic Survey in May 1999..
 LE0014
 LE0014.The orthometric height was determined by differential leveling
 LE0014.and adjusted by the National Geodetic Survey in June 1991..
 LE0014
 LE0014.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0014
 LE0014.The geoid height was determined by GEOID03.
 LE0014
 LE0014.The dynamic height is computed by dividing the NAVD 88
 LE0014.geopotential number by the normal gravity value computed on the
 LE0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0014.degrees latitude (g = 980.6199 gals.).
 LE0014
 LE0014.The modeled gravity was interpolated from observed gravity values.
 LE0014
 LE0014;                    North         East     Units Scale Factor Converg.
 LE0014;SPC IA S     -    77,130.225   608,507.009   MT  0.99998828   +0 50 44.0
 LE0014;SPC MO C     -   538,806.609   523,979.147   MT  0.99994041   +0 11 05.8
 LE0014;UTM  15      - 4,504,346.503   566,220.291   MT  0.99965397   +0 30 39.3
 LE0014
 LE0014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0014!SPC IA S     -   0.99996572  x   0.99998828  =   0.99995400
 LE0014!SPC MO C     -   0.99996572  x   0.99994041  =   0.99990613
 LE0014!UTM  15      -   0.99996572  x   0.99965397  =   0.99961970
 LE0014
 LE0014|---------------------------------------------------------------------|
 LE0014| PID    Reference Object                     Distance      Geod. Az  |
 LE0014|                                                           dddmmss.s |
 LE0014| LE0015 DANIELS RM 1                         39.560 METERS 12157     |
 LE0014| CL8366 DANIELS AZ MK                                      1375510.1 |
 LE0014| CL8367 DANIELS RM 2                         28.435 METERS 20006     |
 LE0014| LE0016 DANIELS 2                           340.205 METERS 23512     |
 LE0014| LE0018 DANIELS 2 RM 4                      345.941 METERS 23647     |
 LE0014| LE0440 DAVIS COUNTY FARM TANK              APPROX.12.5 KM 2871941.0 |
 LE0014| LE0447 BLOOMFIELD DAVIS CTHSE STATUE       APPROX.18.2 KM 2930106.5 |
 LE0014| LE0448 BLOOMFIELD MUNICIPAL TANK           APPROX.18.1 KM 2931656.1 |
 LE0014|---------------------------------------------------------------------|
 LE0014
 LE0014                          SUPERSEDED SURVEY CONTROL
 LE0014
 LE0014  NAD 83(1986)-  40 41 14.47844(N)    092 12 58.73157(W) AD(       ) 1
 LE0014  NAD 27      -  40 41 14.39120(N)    092 12 58.07590(W) AD(       ) 1
 LE0014  NGVD 29 (??/??/92)  251.444  (m)          824.95   (f) ADJ UNCH    2 0
 LE0014
 LE0014.Superseded values are not recommended for survey control.
 LE0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0014.See file dsdata.txt to determine how the superseded data were derived.
 LE0014
 LE0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF6622004347(NAD 83)
 LE0014_MARKER: DS = TRIANGULATION STATION DISK
 LE0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0014_STAMPING: DANIELS 1934
 LE0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0014+STABILITY: SURFACE MOTION
 LE0014
 LE0014  HISTORY     - Date     Condition        Report By
 LE0014  HISTORY     - 1934     MONUMENTED       CGS
 LE0014  HISTORY     - 1935     GOOD             CGS
 LE0014  HISTORY     - 1943     GOOD             NGS
 LE0014  HISTORY     - 1968     GOOD             CGS
 LE0014  HISTORY     - 1968     GOOD             NGS
 LE0014  HISTORY     - 1975     MARK NOT FOUND   NGS
 LE0014
 LE0014                          STATION DESCRIPTION
 LE0014
 LE0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0014'STATION IS ABOUT 11 MILES SE OF BLOOMFIELD, ABOUT 3 MILES ESE OF
 LE0014'PULASKI, ABOUT 3 MILES NW OF MILTON, IN THE SE 1/4, SEC. 14, T 68 N,
 LE0014'R 12 W, ON THE M.R. DANIELS FARM, 6 INCHES S OF FENCE IN NW
 LE0014'CORNER OF PASTURE, 32.5 FEET SW OF THE SW RAIL OF THE CHICAGO,
 LE0014'BURLINGTON AND QUINCY RAILROAD, 38 FEET ESE OF THE CORNER-POST OF
 LE0014'THE RAILROAD RIGHT-OF-WAY FENCE AND THE N-S FENCE THAT BOUNDS
 LE0014'THE PASTURE ON THE W, 32 FEET E OF A 10-INCH HEDGE TREE THAT
 LE0014'STANDS ON THE N-S FENCE LINE, 7.5 FEET ESE OF A BLAZED FENCE
 LE0014'POST.  THE MARK PROJECTS 6 INCHES.
 LE0014'
 LE0014'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LE0014'BRONZE DISKS SET IN CONCRETE.
 LE0014'
 LE0014'REFERENCE MARK NO.1 IS ESE OF STATION, 6 INCHES S OF THE RAILROAD
 LE0014'RIGHT-OF-WAY FENCE, 32 FEET SW OF THE SW RAIL OF THE RAILROAD.
 LE0014'IT PROJECTS 8 INCHES.
 LE0014'
 LE0014'REFERENCE MARK NO.2 IS SSW OF STATION, 8 FEET N OF A 6-INCH
 LE0014'HEDGE TREE, 6 INCHES E OF THE N-S FENCE, 143.43 FEET W OF
 LE0014'REFERENCE MARK NO.1.  IT PROJECTS 8 INCHES.
 LE0014'
 LE0014'AZIMUTH MARK IS SE OF STATION, 35 FEET N OF CENTER LINE OF STATE
 LE0014'HIGHWAY 3, 1 FOOT N OF PASTURE FENCE, 125 FEET ESE OF A
 LE0014'TRANSMISSION POLE, AND PROJECTS 4 INCHES.
 LE0014'
 LE0014'TO REACH FROM PULASKI, GO E ON STATE HIGHWAY 3, 3.75 MILES TO MR.
 LE0014'DANIELS HOUSE ON THE S SIDE OF ROAD.  ENTER GATE ON N SIDE OF
 LE0014'ROAD OPPOSITE HOUSE, THEN W 0.2 MILE ON LANE, PARALLEL TO
 LE0014'HIGHWAY, TO GATE INTO PASTURE.  GO NW ACROSS PASTURE 0.4 MILE TO
 LE0014'THE STATION IN THE NW CORNER OF THE PASTURE.
 LE0014'
 LE0014'ALL LIGHTS CAME INTO VIEW AT 30 FEET.
 LE0014
 LE0014                          STATION RECOVERY (1935)
 LE0014
 LE0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EES)
 LE0014'ABOUT 3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0014'RAILROAD FROM THE STATION AT PULASKI, ABOUT 6 POLES EAST OF
 LE0014'MILEPOST 72, 31 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 33
 LE0014'FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 LE0014'FENCE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 LE0014'TRIANGULATION STATION DISK, STAMPED DANIELS 1934 AND SET IN THE
 LE0014'TOP OF A CONCRETE POST.
 LE0014'
 LE0014'R.M. NO. 1 IS ABOUT 3.3 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LE0014'AND QUINCY RAILROAD FROM THE STATION AT PULASKI, 7 POLES EAST OF
 LE0014'MILEPOST 72, 31 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 160
 LE0014'FEET EAST OF A FENCE CORNER, 130 FEET EAST OF BENCH MARK DANIELS,
 LE0014'1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 6 INCHES LOWER
 LE0014'THAN THE TRACK.  A STANDARD REFERENCE MARK DISK, STAMPED DANIELS,
 LE0014'NO. 1 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LE0014
 LE0014                          STATION RECOVERY (1943)
 LE0014
 LE0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LE0014'3.4 MI E FROM PULASKI.
 LE0014'3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0014'FROM THE STATION AT PULASKI, DAVIS COUNTY, 6 POLES EAST OF
 LE0014'MILEPOST 72, 31 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 33
 LE0014'FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 LE0014'FENCE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 LE0014'TRIANGULATION-STATION DISK, STAMPED DANIELS 1934 AND SET IN THE
 LE0014'TOP OF A CONCRETE POST.
 LE0014
 LE0014                          STATION RECOVERY (1968)
 LE0014
 LE0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LE0014'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LE0014'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 LE0014'CONDITION.
 LE0014'
 LE0014'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 LE0014'
 LE0014'TO REACH THE STATION FROM THE CROSS STREET IN PULASKI, GO EAST ON
 LE0014'STATE HIGHWAY 2 FOR 3.7 MILES TO A HOUSE ON THE SOUTH SIDE OF
 LE0014'ROAD AND A GATE ON THE NORTH SIDE OF THE ROAD.  PASS THROUGH THE
 LE0014'GATE AND GO WEST ON LANE FOR 0.2 MILE TO A NORTH-SOUTH FENCE AND
 LE0014'THE AZIMUTH MARK ON THE LEFT.  PASS THROUGH A WIRE GATE AND GO
 LE0014'NORTHWEST ACROSS A CULTIVATED FIELD FOR 0.4 MILE TO THE
 LE0014'NORTHWEST CORNER OF THE FIELD AND THE STATION.
 LE0014'
 LE0014'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 LE0014'EAST-SOUTHEAST OF PULASKI.
 LE0014
 LE0014                          STATION RECOVERY (1968)
 LE0014
 LE0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LE0014'RECOVERED IN GOOD CONDITION.
 LE0014
 LE0014                          STATION RECOVERY (1975)
 LE0014
 LE0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LE0014'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 LE0014'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE
 LE0014'STATION MARK WAS NOT FOUND.  THE RAILROAD TRACK HAS BEEN REMOVED AND
 LE0014'THE AREA IS NOW UNDER CULTIVATION.  A LARGE SPOILS PILE ON
 LE0014'SOUTH SIDE OF STATION, ABOUT 100 FEET LONG AND ABOUT 20 FEET HIGH.
 LE0014'THE NEW PROPERTY OWNER WAS CONTACTED AND HE REQUESTED THE MARKS BE
 LE0014'REMOVED FROM THE FIELD.  THIS DATE DANIELS 2, REFERENCE MARKS 3
 LE0014'AND 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED.  THE ORIGINAL AZIMUTH
 LE0014'MARK WILL BE DESTROYED BY ROAD CONSTRUCTION.  HAD TO CLEAR THROUGH
 LE0014'THE SPOILS PILE TO SEE LINE OF SIGHT TO THE AZIMUTH MARK 1934 AND
 LE0014'DANIELS 2.  UNABLE TO CLEAR LINE OF SIGHT TO REFERENCE MARK 2
 LE0014'AND TO THE AZIMUTH MARK FOR DANIELS 2.  UNABLE TO SEE THE AZIMUTH
 LE0014'MARK 1934 FROM STATION DANIELS 2 DUE TO A RIDGE.  A POLARIS
 LE0014'OBSERVATION WAS MADE AT STATION DANIELS 2 THE 6-11-1975.  SEE THE
 LE0014'DESCRIPTION FOR DANIELS 2--
 LE0014'
 LE0014'NOTE--ELEVATION FOR DANIELS 1934 UNDERGROUND MARK IS
 LE0014'DETERMINED BY LEVEL TIE FROM REFERENCE MARK 1.
 LE0014'LEVEL TIE MADE FROM REFERENCE MARK 1 TO DANIELS 2, RM 3 AND RM 4.
 LE0014'VERTICAL ANGLES OBSERVED AT DANIELS 2 AND AZIMUTH MARK 1975 FOR
 LE0014'ELEVATION COMPUTATION FOR AZIMUTH MARK 1975.
 LE0014'
 LE0014'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.0 MILES ESE
 LE0014'OF PULASKI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0016 ***********************************************************************
 LE0016  DESIGNATION -  DANIELS 2
 LE0016  PID         -  LE0016
 LE0016  STATE/COUNTY-  IA/DAVIS
 LE0016  USGS QUAD   -  MILTON (1970)
 LE0016
 LE0016                         *CURRENT SURVEY CONTROL
 LE0016  ___________________________________________________________________
 LE0016* NAD 83(1996)-  40 41 08.17764(N)    092 13 10.61378(W)     ADJUSTED  
 LE0016* NAVD 88     -       250.18   (+/-2cm)     820.8    (feet)  VERTCON   
 LE0016  ___________________________________________________________________
 LE0016  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 LE0016  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LE0016
 LE0016  HORZ ORDER  -  SECOND
 LE0016  VERT ORDER  -  THIRD (See Below)
 LE0016
 LE0016.The horizontal coordinates were established by classical geodetic methods
 LE0016.and adjusted by the National Geodetic Survey in May 1999..
 LE0016.No horizontal observational check was made to the station.
 LE0016
 LE0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0016.The vertical order pertains to the NGVD 29 superseded value.
 LE0016
 LE0016.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0016
 LE0016.The geoid height was determined by GEOID03.
 LE0016
 LE0016;                    North         East     Units Scale Factor Converg.
 LE0016;SPC IA S     -    76,931.984   608,230.537   MT  0.99998855   +0 50 36.2
 LE0016;SPC MO C     -   538,611.578   523,700.421   MT  0.99994024   +0 10 58.0
 LE0016;UTM  15      - 4,504,149.946   565,942.758   MT  0.99965352   +0 30 31.5
 LE0016
 LE0016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0016!SPC IA S     -   0.99996592  x   0.99998855  =   0.99995447
 LE0016!SPC MO C     -   0.99996592  x   0.99994024  =   0.99990616
 LE0016!UTM  15      -   0.99996592  x   0.99965352  =   0.99961945
 LE0016
 LE0016|---------------------------------------------------------------------|
 LE0016| PID    Reference Object                     Distance      Geod. Az  |
 LE0016|                                                           dddmmss.s |
 LE0016| LE0014 DANIELS                             340.205 METERS 05512     |
 LE0016| LE0439 DANIELS 2 AZ MK                     APPROX. 0.6 KM 1101844.7 |
 LE0016| LE0017 DANIELS 2 RM 3                       16.846 METERS 11234     |
 LE0016| LE0018 DANIELS 2 RM 4                       11.030 METERS 29439     |
 LE0016|---------------------------------------------------------------------|
 LE0016
 LE0016                          SUPERSEDED SURVEY CONTROL
 LE0016
 LE0016  NAD 83(1986)-  40 41 08.18452(N)    092 13 10.62898(W) AD(       ) 2
 LE0016  NAD 27      -  40 41 08.09709(N)    092 13 09.97226(W) AD(       ) 2
 LE0016  NGVD 29 (05/12/04)  250.17   (m)          820.8    (f) RESET       3  
 LE0016
 LE0016.Superseded values are not recommended for survey control.
 LE0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0016.See file dsdata.txt to determine how the superseded data were derived.
 LE0016
 LE0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF6594304150(NAD 83)
 LE0016_MARKER: DS = TRIANGULATION STATION DISK
 LE0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0016_STAMPING: DANIELS 2 1975
 LE0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0016+STABILITY: SURFACE MOTION
 LE0016
 LE0016  HISTORY     - Date     Condition        Report By
 LE0016  HISTORY     - 1975     MONUMENTED       NGS
 LE0016  HISTORY     - 1975     GOOD             NGS
 LE0016
 LE0016                          STATION DESCRIPTION
 LE0016
 LE0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LE0016'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF BLOOMFIELD, ABOUT
 LE0016'3.0 MILES EAST OF PULASKI AND ABOUT 3.0 MILES WESTERLY OF MILTON,
 LE0016'IN THE SOUTHWEST QUARTER OF SEC. 14, T 68 N, R 12 W, ON THE NORTH
 LE0016'RIGHT-OF-WAY OF STATE HIGHWAY 2.
 LE0016'
 LE0016'TO REACH THE STATION FROM THE POST OFFICE IN MILTON, GO SOUTH ON
 LE0016'MAIN STREET FOR 0.15 MILE TO A T-ROAD.  TURN RIGHT AND GO WESTERLY
 LE0016'ON A SURFACED ROAD FOR 0.85 MILE TO HIGHWAY 2.  BEAR RIGHT AND GO
 LE0016'WEST ON HIGHWAY 2 FOR 2.15 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 LE0016'CONTINUE WEST ON HIGHWAY 2 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 LE0016'
 LE0016'THE STATION MARKS ARE STANDARD DISKS STAMPED DANIELS 2 1975.  THE
 LE0016'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 LE0016'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 69 FEET NORTH
 LE0016'OF THE CENTER OF HIGHWAY 2, 1.5 FEET SOUTHEAST OF A METAL WITNESS
 LE0016'POST AND 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY EDGE.  THE
 LE0016'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 LE0016'BELOW THE GROUND SURFACE.
 LE0016'
 LE0016'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DANIELS 2 NO 3 1975,
 LE0016'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 LE0016'PLATE BOLTED AT THE BOTTOM, ENCASED IN A TILE AND GRAVEL AT THE
 LE0016'TOP, AND FLUSH WITH THE GROUND SURFACE.  IT IS 69 FEET NORTH OF THE
 LE0016'CENTER OF HIGHWAY 2, 1 FOOT WEST OF A METAL WITNESS POST, ABOUT
 LE0016'1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY EDGE OF HIGHWAY 2 AND 1
 LE0016'FOOT WEST-SOUTHWEST OF HIGHWAY STATIONING 2254.
 LE0016'
 LE0016'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DANIELS 2 NO 4 1975,
 LE0016'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 LE0016'PLATE BOLTED AT THE BOTTOM, ENCASED IN A TILE AND GRAVEL AT THE
 LE0016'TOP, AND FLUSH WITH THE GROUND SURFACE.  IT IS 69 FEET NORTH OF
 LE0016'THE CENTER OF HIGHWAY 2, 1 FOOT EAST OF A METAL WITNESS POST
 LE0016'AND 1 FOOT SOUTH OF THE NORTH EDGE OF THE RIGHT-OF-WAY FOR
 LE0016'HIGHWAY 2.
 LE0016'
 LE0016'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 LE0016'DANIELS 2 AZ 1975, CRIMPED TO THE TOP OF A 5/8 INCH COPPER
 LE0016'COATED ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED
 LE0016'IN A TILE AND GRAVEL AT THE TOP, AND FLUSH WITH THE GROUND
 LE0016'SURFACE.  IT IS 70 FEET NORTH OF THE CENTER OF HIGHWAY 2,
 LE0016'2 FEET WEST OF HIGHWAY STATION 2272 AND 1 FOOT SOUTH OF A
 LE0016'METAL WITNESS POST.
 LE0016
 LE0016                          STATION RECOVERY (1975)
 LE0016
 LE0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LE0016'3 MI ESE FROM PULASKI.
 LE0016'FROM POST OFFICE IN MILTON, GO SOUTH ON MAIN STREET FOR 0.15
 LE0016'MILE TO A T-ROAD, TURN RIGHT AND GO WESTERLY ON A SURFACED ROAD
 LE0016'FOR 0.85 MILE TO HIGHWAY 2, BEAR RIGHT AND GO WEST ON HIGHWAY
 LE0016'2 FOR 2.45 MILES TO THE STATION MARK ON THE RIGHT, 69 FEET
 LE0016'NORTH OF THE CENTER OF HIGHWAY 2, 1.5 FEET SOUTHEAST OF A
 LE0016'METAL WITNESS POST AND 1 FOOT SOUTH OF THE NORTH EDGE OF
 LE0016'RIGHT-OF-WAY.  A STANDARD DISK STAMPED DANIELS 2 1975, SET IN THE
 LE0016'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 LE0016'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0439 ***********************************************************************
 LE0439  DESIGNATION -  DANIELS 2 AZ MK
 LE0439  PID         -  LE0439
 LE0439  STATE/COUNTY-  IA/DAVIS
 LE0439  USGS QUAD   -  MILTON (1970)
 LE0439
 LE0439                         *CURRENT SURVEY CONTROL
 LE0439  ___________________________________________________________________
 LE0439* NAD 83(1996)-  40 41 01.84396(N)    092 12 48.13896(W)     ADJUSTED  
 LE0439* NAVD 88     -       251.3    (meters)     824.     (feet)  VERTCON   
 LE0439  ___________________________________________________________________
 LE0439  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 LE0439  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LE0439
 LE0439  HORZ ORDER  -  THIRD
 LE0439
 LE0439.The horizontal coordinates were established by classical geodetic methods
 LE0439.and adjusted by the National Geodetic Survey in May 1999..
 LE0439.No horizontal observational check was made to the station.
 LE0439
 LE0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0439
 LE0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0439
 LE0439.The geoid height was determined by GEOID03.
 LE0439
 LE0439;                    North         East     Units Scale Factor Converg.
 LE0439;SPC IA S     -    76,744.422   608,761.107   MT  0.99998882   +0 50 51.0
 LE0439;SPC MO C     -   538,417.920   524,228.768   MT  0.99994056   +0 11 12.7
 LE0439;UTM  15      - 4,503,959.352   566,472.047   MT  0.99965439   +0 30 46.1
 LE0439
 LE0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0439!SPC IA S     -   0.99996574  x   0.99998882  =   0.99995456
 LE0439!SPC MO C     -   0.99996574  x   0.99994056  =   0.99990630
 LE0439!UTM  15      -   0.99996574  x   0.99965439  =   0.99962014
 LE0439
 LE0439                          SUPERSEDED SURVEY CONTROL
 LE0439
 LE0439  NAD 83(1986)-  40 41 01.85072(N)    092 12 48.15422(W) AD(       ) 3
 LE0439  NAD 27      -  40 41 01.76420(N)    092 12 47.49878(W) AD(       ) 3
 LE0439  NGVD 29 (07/19/86)  251.3    (m)          824.     (f) VERT ANG       
 LE0439
 LE0439.Superseded values are not recommended for survey control.
 LE0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0439.See file dsdata.txt to determine how the superseded data were derived.
 LE0439
 LE0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF6647203959(NAD 83)
 LE0439_MARKER: DS = TRIANGULATION STATION DISK
 LE0439_SETTING: 0 = UNSPECIFIED SETTING
 LE0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0439
 LE0439  HISTORY     - Date     Condition        Report By
 LE0439  HISTORY     - 1975     MONUMENTED       NGS
 LE0439
 LE0439                          STATION DESCRIPTION
 LE0439
 LE0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LE0439'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF BLOOMFIELD,
 LE0439'ABOUT 3.0 MILES EAST OF PULASKI AND ABOUT 3.0 MILES WESTERLY
 LE0439'OF MILTON, IN THE SOUTHWEST QUARTER OF SEC. 14, T 68 N, R 12 W,
 LE0439'ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 2.
 LE0439'
 LE0439'TO REACH THE STATION FROM THE POST OFFICE IN MILTON, GO SOUTH ON
 LE0439'MAIN STREET FOR 0.15 MILE TO A T-ROAD.  TURN RIGHT AND GO WESTERLY
 LE0439'ON A SURFACED ROAD FOR 0.85 MILE TO HIGHWAY 2.  BEAR RIGHT AND GO
 LE0439'WEST ON HIGHWAY 2 FOR 2.15 MILES TO THE AZIMUTH MARK ON THE
 LE0439'RIGHT.
 LE0439'
 LE0439'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED DANIELS
 LE0439'2 AZ 1975, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH
 LE0439'A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A TILE AND GRAVEL AT
 LE0439'THE TOP, AND FLUSH WITH THE GROUND SURFACE.  IT IS 70 FEET NORTH
 LE0439'OF THE CENTER OF HIGHWAY 2, 2 FEET WEST OF HIGHWAY STATION 2272
 LE0439'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LE0439'
 LE0439'NEAREST TOWN--PULASKI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0017 ***********************************************************************
 LE0017  DESIGNATION -  DANIELS 2 RM 3
 LE0017  PID         -  LE0017
 LE0017  STATE/COUNTY-  IA/DAVIS
 LE0017  USGS QUAD   -  MILTON (1970)
 LE0017
 LE0017                         *CURRENT SURVEY CONTROL
 LE0017  ___________________________________________________________________
 LE0017* NAD 83(1986)-  40 41 08.     (N)    092 13 10.     (W)     SCALED    
 LE0017* NAVD 88     -       250.46   (+/-2cm)     821.7    (feet)  VERTCON   
 LE0017  ___________________________________________________________________
 LE0017  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LE0017
 LE0017  VERT ORDER  -  THIRD (See Below)
 LE0017
 LE0017.The horizontal coordinates were scaled from a topographic map and have
 LE0017.an estimated accuracy of +/- 6 seconds.
 LE0017
 LE0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0017.The vertical order pertains to the NGVD 29 superseded value.
 LE0017
 LE0017.The geoid height was determined by GEOID03.
 LE0017
 LE0017;                    North         East    Units  Estimated Accuracy
 LE0017;SPC IA S     -    76,930.      608,250.      MT  (+/- 180 meters Scaled)
 LE0017
 LE0017                          SUPERSEDED SURVEY CONTROL
 LE0017
 LE0017  NGVD 29 (05/12/04)  250.45   (m)          821.7    (f) RESET       3  
 LE0017
 LE0017.Superseded values are not recommended for survey control.
 LE0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0017.See file dsdata.txt to determine how the superseded data were derived.
 LE0017
 LE0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF659041(NAD 83)
 LE0017_MARKER: DR = REFERENCE MARK DISK
 LE0017_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LE0017+WITH SETTING: INTO GROUND
 LE0017_STAMPING: DANIELS 2 NO 3 1975
 LE0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0017+STABILITY: SURFACE MOTION
 LE0017
 LE0017  HISTORY     - Date     Condition        Report By
 LE0017  HISTORY     - 1975     MONUMENTED       NGS
 LE0017
 LE0017                          STATION DESCRIPTION
 LE0017
 LE0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LE0017'3 MI ESE FROM PULASKI.
 LE0017'FROM THE POST OFFICE IN MILTON, GO SOUTH ON MAIN STREET FOR
 LE0017'0.15 MILE TO A T-ROAD, TURN RIGHT AND GO WESTERLY ON A SURFACED
 LE0017'ROAD FOR 0.85 MILE TO STATE HIGHWAY 2, BEAR RIGHT AND GO WEST
 LE0017'ON HIGHWAY 2 FOR 2.45 MILES TO THE REFERENCE MARK ON THE RIGHT,
 LE0017'69 FEET NORTH OF THE CENTER OF HIGHWAY 2, 1 FOOT EAST OF A
 LE0017'METAL WITNESS POST AND 1 FOOT SOUTH OF THE NORTH EDGE OF THE
 LE0017'RIGHT-OF-WAY.  A STANDARD DISK STAMPED DANIELS 2 NO 3 1975,
 LE0017'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 LE0017'PLATE BOLTED AT THE BOTTOM, ENCASED IN A TILE AND GRAVEL AT THE
 LE0017'TOP AND FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0018 ***********************************************************************
 LE0018  DESIGNATION -  DANIELS 2 RM 4
 LE0018  PID         -  LE0018
 LE0018  STATE/COUNTY-  IA/DAVIS
 LE0018  USGS QUAD   -  MILTON (1970)
 LE0018
 LE0018                         *CURRENT SURVEY CONTROL
 LE0018  ___________________________________________________________________
 LE0018* NAD 83(1996)-  40 41 08.32680(N)    092 13 11.04067(W)     ADJUSTED  
 LE0018* NAVD 88     -       250.27   (+/-2cm)     821.1    (feet)  VERTCON   
 LE0018  ___________________________________________________________________
 LE0018  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 LE0018  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LE0018
 LE0018  HORZ ORDER  -  THIRD
 LE0018  VERT ORDER  -  THIRD (See Below)
 LE0018
 LE0018.The horizontal coordinates were established by classical geodetic methods
 LE0018.and adjusted by the National Geodetic Survey in May 1999..
 LE0018.No horizontal observational check was made to the station.
 LE0018
 LE0018.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0018.The vertical order pertains to the NGVD 29 superseded value.
 LE0018
 LE0018.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0018
 LE0018.The geoid height was determined by GEOID03.
 LE0018
 LE0018;                    North         East     Units Scale Factor Converg.
 LE0018;SPC IA S     -    76,936.437   608,220.446   MT  0.99998854   +0 50 35.9
 LE0018;SPC MO C     -   538,616.147   523,690.382   MT  0.99994024   +0 10 57.8
 LE0018;UTM  15      - 4,504,154.456   565,932.697   MT  0.99965351   +0 30 31.3
 LE0018
 LE0018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0018!SPC IA S     -   0.99996590  x   0.99998854  =   0.99995444
 LE0018!SPC MO C     -   0.99996590  x   0.99994024  =   0.99990614
 LE0018!UTM  15      -   0.99996590  x   0.99965351  =   0.99961942
 LE0018
 LE0018|---------------------------------------------------------------------|
 LE0018| PID    Reference Object                     Distance      Geod. Az  |
 LE0018|                                                           dddmmss.s |
 LE0018| LE0014 DANIELS                             345.941 METERS 05646     |
 LE0018| LE0439 DANIELS 2 AZ MK                     APPROX. 0.6 KM 1102344.7 |
 LE0018| LE0016 DANIELS 2                            11.030 METERS 11439     |
 LE0018|---------------------------------------------------------------------|
 LE0018
 LE0018                          SUPERSEDED SURVEY CONTROL
 LE0018
 LE0018  NAD 83(1986)-  40 41 08.33375(N)    092 13 11.05611(W) AD(       ) 3
 LE0018  NAD 27      -  40 41 08.24619(N)    092 13 10.39898(W) AD(       ) 3
 LE0018  NGVD 29 (05/12/04)  250.26   (m)          821.1    (f) RESET       3  
 LE0018
 LE0018.Superseded values are not recommended for survey control.
 LE0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0018.See file dsdata.txt to determine how the superseded data were derived.
 LE0018
 LE0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF6593304154(NAD 83)
 LE0018_MARKER: DR = REFERENCE MARK DISK
 LE0018_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LE0018+WITH SETTING: INTO GROUND
 LE0018_STAMPING: DANIELS 2 NO 4 1975
 LE0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0018+STABILITY: SURFACE MOTION
 LE0018
 LE0018  HISTORY     - Date     Condition        Report By
 LE0018  HISTORY     - 1975     MONUMENTED       NGS
 LE0018  HISTORY     - 1975     GOOD             NGS
 LE0018
 LE0018                          STATION DESCRIPTION
 LE0018
 LE0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LE0018'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF BLOOMFIELD,
 LE0018'ABOUT 3.0 MILES EAST OF PULASKI AND ABOUT 3.0 MILES WESTERLY OF
 LE0018'MILTON, IN THE SOUTHWEST QUARTER OF SEC. 14, T 68 N, R 12 W, ON
 LE0018'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 2.
 LE0018'
 LE0018'TO REACH DANIELS 2 FROM THE POST OFFICE IN MILTON, GO SOUTH ON
 LE0018'MAIN STREET FOR 0.15 MILE TO A T-ROAD.  TURN RIGHT AND GO WESTERLY
 LE0018'ON A SURFACED ROAD FOR 0.85 MILE TO HIGHWAY 2.  BEAR RIGHT AND
 LE0018'GO WEST ON HIGHWAY 2 FOR 2.15 MILES TO THE AZIMUTH MARK ON THE
 LE0018'RIGHT.  CONTINUE WEST ON HIGHWAY 2 FOR 0.3 MILE TO THE STATION
 LE0018'ON THE RIGHT.
 LE0018'
 LE0018'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DANIELS 2 NO 4 1975,
 LE0018'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 LE0018'PLATE BOLTED AT THE BOTTOM, ENCASED IN A TILE AND GRAVEL AT THE
 LE0018'TOP, AND FLUSH WITH THE GROUND SURFACE.  IT IS 69 FEET NORTH OF
 LE0018'THE CENTER OF HIGHWAY 2, 1 FOOT EAST OF A METAL WITNESS POST AND
 LE0018'1 FOOT SOUTH OF THE NORTH EDGE OF THE RIGHT-OF-WAY FOR HIGHWAY
 LE0018'2.
 LE0018'
 LE0018'NEAREST TOWN--PULASKI.
 LE0018
 LE0018                          STATION RECOVERY (1975)
 LE0018
 LE0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LE0018'3 MI ESE FROM PULASKI.
 LE0018'FROM THE POST OFFICE IN MILTON, GO SOUTH ON MAINE STREET FOR 0.15
 LE0018'MILE TO A T-RD, TURN RIGHT AND GO WESTERLY ON A SURFACED ROAD FOR 0.85
 LE0018'MILE TO STATE HIGHWAY 2, BEAR RIGHT AND GO WEST ON HIGHWAY 2 FOR 2.45
 LE0018'MILES TO THE REFERENCE MARK ON THE RIGHT, 69 FEET NORTH OF THE
 LE0018'CENTER OF HIGHWAY 2, 1 FOOT EAST OF A METAL WITNESS POST AND 1
 LE0018'FOOT SOUTH OF THE NORTH EDGE OF THE RIGHT-OF-WAY.  A STANDARD
 LE0018'DISK STAMPED DANIELS 2 NO 4 1975, CRIMPED TO THE TOP OF A 5/8
 LE0018'INCH COPPER COATED ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM,
 LE0018'ENCASED IN A TILE AND GRAVEL AT THE TOP AND FLUSH WITH THE
 LE0018'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0015 ***********************************************************************
 LE0015  DESIGNATION -  DANIELS RM 1
 LE0015  PID         -  LE0015
 LE0015  STATE/COUNTY-  IA/DAVIS
 LE0015  USGS QUAD   -  MILTON (1970)
 LE0015
 LE0015                         *CURRENT SURVEY CONTROL
 LE0015  ___________________________________________________________________
 LE0015* NAD 83(1986)-  40 41 14.     (N)    092 12 59.     (W)     SCALED    
 LE0015* NAVD 88     -       251.615  (meters)     825.51   (feet)  ADJUSTED  
 LE0015  ___________________________________________________________________
 LE0015  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LE0015  DYNAMIC HT  -         251.492 (meters)     825.10  (feet)  COMP
 LE0015  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 LE0015
 LE0015  VERT ORDER  -  SECOND    CLASS 0
 LE0015
 LE0015.The horizontal coordinates were scaled from a topographic map and have
 LE0015.an estimated accuracy of +/- 6 seconds.
 LE0015
 LE0015.The orthometric height was determined by differential leveling
 LE0015.and adjusted by the National Geodetic Survey in June 1991..
 LE0015
 LE0015.The geoid height was determined by GEOID03.
 LE0015
 LE0015.The dynamic height is computed by dividing the NAVD 88
 LE0015.geopotential number by the normal gravity value computed on the
 LE0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0015.degrees latitude (g = 980.6199 gals.).
 LE0015
 LE0015.The modeled gravity was interpolated from observed gravity values.
 LE0015
 LE0015;                    North         East    Units  Estimated Accuracy
 LE0015;SPC IA S     -    77,120.      608,500.      MT  (+/- 180 meters Scaled)
 LE0015
 LE0015                          SUPERSEDED SURVEY CONTROL
 LE0015
 LE0015  NGVD 29 (??/??/92)  251.602  (m)          825.46   (f) ADJ UNCH    2 0
 LE0015
 LE0015.Superseded values are not recommended for survey control.
 LE0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0015.See file dsdata.txt to determine how the superseded data were derived.
 LE0015
 LE0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF662043(NAD 83)
 LE0015_MARKER: DR = REFERENCE MARK DISK
 LE0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0015_STAMPING: DANIELS NO 1 1934
 LE0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0015+STABILITY: SURFACE MOTION
 LE0015
 LE0015  HISTORY     - Date     Condition        Report By
 LE0015  HISTORY     - 1934     MONUMENTED       CGS
 LE0015  HISTORY     - 1943     GOOD             NGS
 LE0015
 LE0015                          STATION DESCRIPTION
 LE0015
 LE0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0015'NEAR PULASKI.
 LE0015'7 POLES EAST OF MILEPOST 72, 160 FEET EAST OF A FENCE CORNER,
 LE0015'130 FEET EAST OF TRIANGULATION STATION DANIELS DESCRIBED ABOVE,
 LE0015'31 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 1 FOOT SOUTH OF THE
 LE0015'RIGHT-OF-WAY FENCE, AND ABOUT 6 INCHES LOWER THAN THE TRACK.
 LE0015'A STANDARD REFERENCE-MARK DISK, STAMPED DANIELS NO 1 1934 AND SET
 LE0015'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0675 ***********************************************************************
 MG0675  DESIGNATION -  DANNATT
 MG0675  PID         -  MG0675
 MG0675  STATE/COUNTY-  IA/SCOTT
 MG0675  USGS QUAD   -  MC CAUSLAND (1991)
 MG0675
 MG0675                         *CURRENT SURVEY CONTROL
 MG0675  ___________________________________________________________________
 MG0675* NAD 83(1996)-  41 42 26.84148(N)    090 26 01.89664(W)     ADJUSTED  
 MG0675* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 MG0675  ___________________________________________________________________
 MG0675  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 MG0675  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MG0675
 MG0675  HORZ ORDER  -  FIRST
 MG0675
 MG0675.The horizontal coordinates were established by classical geodetic methods
 MG0675.and adjusted by the National Geodetic Survey in May 1999..
 MG0675
 MG0675.The orthometric height was scaled from a topographic map.
 MG0675
 MG0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0675
 MG0675.The geoid height was determined by GEOID03.
 MG0675
 MG0675;                    North         East     Units Scale Factor Converg.
 MG0675;SPC IA S     -   194,112.702   755,136.167   MT  0.99998741   +2 01 10.8
 MG0675;SPC IL W     -   559,625.995   677,763.009   MT  0.99994726   -0 10 40.0
 MG0675;SPC IL W     - 1,836,039.62  2,223,627.47   sFT  0.99994726   -0 10 40.0
 MG0675;UTM  15      - 4,620,478.348   713,500.532   MT  1.00016096   +1 42 28.7
 MG0675
 MG0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0675!SPC IA S     -   0.99996767  x   0.99998741  =   0.99995508
 MG0675!SPC IL W     -   0.99996767  x   0.99994726  =   0.99991494
 MG0675!UTM  15      -   0.99996767  x   1.00016096  =   1.00012863
 MG0675
 MG0675|---------------------------------------------------------------------|
 MG0675| PID    Reference Object                     Distance      Geod. Az  |
 MG0675|                                                           dddmmss.s |
 MG0675| CL8368 DANNATT RM 1                                       00848     |
 MG0675| MG0678 LOW MOOR WATER TANK                 APPROX.12.2 KM 0312952.2 |
 MG0675| MG0671 BOARDMAN                            APPROX.14.2 KM 1312353.4 |
 MG0675| CL8369 DANNATT RM 2                                       13449     |
 MG0675| MG0743 DEWITT CATH CHURCH SPIRE            APPROX.15.3 KM 3250331.9 |
 MG0675|---------------------------------------------------------------------|
 MG0675
 MG0675                          SUPERSEDED SURVEY CONTROL
 MG0675
 MG0675  NAD 83(1986)-  41 42 26.84759(N)    090 26 01.90464(W) AD(       ) 1
 MG0675  NAD 27      -  41 42 26.73200(N)    090 26 01.42400(W) AD(       ) 1
 MG0675
 MG0675.Superseded values are not recommended for survey control.
 MG0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0675.See file dsdata.txt to determine how the superseded data were derived.
 MG0675
 MG0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG1350120478(NAD 83)
 MG0675_MARKER: DS = TRIANGULATION STATION DISK
 MG0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0675
 MG0675  HISTORY     - Date     Condition        Report By
 MG0675  HISTORY     - 1931     MONUMENTED       CGS
 MG0675  HISTORY     - 1957     GOOD             CGS
 MG0675  HISTORY     - 1959     GOOD             CGS
 MG0675  HISTORY     - 1969     GOOD             CGS
 MG0675  HISTORY     - 1970     GOOD             NGS
 MG0675  HISTORY     - 1982     MARK NOT FOUND   NGS
 MG0675  HISTORY     - 19961118 MARK NOT FOUND   USPSQD
 MG0675
 MG0675                          STATION DESCRIPTION
 MG0675
 MG0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 MG0675'ABOUT 14 MILES NORTHEAST OF DAVENPORT, IOWA, ON THE SUMMIT
 MG0675'OF A LOW SAND HILL WHICH IS THE HIGHEST LAND IN THIS VICINITY.
 MG0675'PROPERTY IS OWNED BY WALTER DANNATT, AND FARMED BY A MAN NAMED
 MG0675'KINDLESBERGER.
 MG0675'
 MG0675'TO REACH FROM DAVENPORT, FOLLOW U.S. HIGHWAY 61 FOR 14.8 MILES
 MG0675'NORTH FROM LOCUST STREET, TURN EAST ON GRAVEL ROAD LEADING
 MG0675'TO MC CAUSLAND, GO 4.5 MILES ON THIS ROAD TO A CROSSROADS,
 MG0675'TURN SOUTH FOR 2.0 MILES TO CORNER AT SCHOOLHOUSE, TURN EAST
 MG0675'FOR 1 MILE TO CROSSROADS, TURN SOUTH FOR 0.4 MILE, WHERE
 MG0675'STATION SITE WILL BE ON THE SUMMIT OF THE HILL ABOUT 120 METERS
 MG0675'WEST OF THE ROAD.  MARK IS SET FLUSH WITH THE SURFACE.
 MG0675'
 MG0675'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, IN THE NORTHEAST
 MG0675'CORNER OF FIELD, 12 METERS WEST OF THE ROAD RUNNING NORTH-AND-SOUTH,
 MG0675'AND 12 METERS SOUTH OF THE ROAD RUNNING EAST-AND-WEST, THE
 MG0675'CENTERLINE OF THE ROADS BEING REFERRED TO.
 MG0675'
 MG0675'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION IN THE NORTHEAST
 MG0675'CORNER OF THE FIELD, 8 METERS WEST OF THE CENTERLINE OF THE
 MG0675'ROAD RUNNING NORTH-AND-SOUTH, AND 30 METERS SOUTH OF AN OAK
 MG0675'TREE WITH TWIN BUTTS, ON THE WEST SIDE OF THE ROAD.
 MG0675'
 MG0675'HEIGHT OF SIGNAL ABOVE STATION MARK - 28 METERS.
 MG0675
 MG0675                          STATION RECOVERY (1957)
 MG0675
 MG0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 MG0675'STATION AND REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.
 MG0675'REFERENCE MEASUREMENTS PLACE REFERENCE MARK 2 IN THE FACE OF
 MG0675'THE CUT BANK ALONG THE RIGHT-OF-WAY.  THE ROAD HAS BEEN WIDENED
 MG0675'AND THE RIGHT-OF-WAY GRADED IN RECENT YEARS.  A THOROUGH
 MG0675'SEARCH FAILED TO REVEAL ANY TRACE OF THIS REFERENCE MARK.
 MG0675'
 MG0675'THE EXISTING DESCRIPTION IS ADEQUATE EXCEPT THE FENCE ON THE
 MG0675'W SIDE OF THE N-S ROAD HAS BEEN MOVED 12-13 FT. TO THE W TO
 MG0675'ACCOMMODATE THE WIDER RIGHT-OF-WAY.
 MG0675'
 MG0675'THE STATION MARK IS A STANDARD DISK, STAMPED DANNATT 1931.
 MG0675'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 MG0675'DANNATT NO 2 1931.
 MG0675
 MG0675                          STATION RECOVERY (1959)
 MG0675
 MG0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 MG0675'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MG0675'FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK 2 WHICH HAD BEEN
 MG0675'DESTROYED BY ROAD CONSTRUCTION.  ROAD WORK BY SCOTT COUNTY WILL
 MG0675'DESTROY THE REFERENCE MARK 1.  THE LINE OF SIGHT BETWEEN THE
 MG0675'STATION MARK AND REFERENCE MARK 1 WAS OBSTRUCTED BY TREES, SO
 MG0675'REFERENCE MARK 1 WAS DESTROYED.  A NEW REFERENCE MARK 3 WAS
 MG0675'ESTABLISHED SE OF THE STATION ALONG THE ROAD WHICH IS THE ONLY
 MG0675'AREA VISIBLE FROM THE STATION AND WITHIN A MEASURING DISTANCE.
 MG0675'SOME ANGLES WERE TURNED TO A BELL TELEPHONE MICRO-WAVE TOWER
 MG0675'AND TWO WINDMILLS NEARBY.  THESE ANGLES HAVE NO AZIMUTH
 MG0675'BEARING TIE.  A COMPLETE DESCRIPTION FOLLOWS--
 MG0675'
 MG0675'STATION IS LOCATED ABOUT 14 MI. NE OF DAVENPORT AND 5 MI.
 MG0675'W-NW OF PRINCETON ON THE SUMMIT OF A LOW SAND HILL WHICH IS
 MG0675'THE HIGHEST GROUND IN THE AREA ALONG THE E SIDE OF SEC. 25,
 MG0675'T80N., R4E. ON PROPERTY BELONGING TO MR. BERNARD WOLF WHO
 MG0675'LIVES ABOUT 1 MI. NW OF THE STATION.  THE MARK IS 382 FT. W
 MG0675'OF THE CENTER OF A N-S GRAVEL ROAD, 349 FT. N OF AN E-W FENCE,
 MG0675'346 FT. W OF A POWER POLE AND THE W RIGHT-OF-WAY FENCE ALONG
 MG0675'THE N-S ROAD AND 1 FT. N OF A NEW WITNESS POST SIGN.  THE MARK
 MG0675'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 MG0675'STAMPED DANNATT 1931.
 MG0675'
 MG0675'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 MG0675'COUNTY ROAD H IN PRINCETON, GO N AND NW ON U.S. HIGHWAY 67 FOR
 MG0675'1.8 MI. TO WHERE U.S. HIGHWAY 67 TURNS N AGAIN.  CONTINUE STRAIGHT
 MG0675'AHEAD W ON A GRAVEL ROAD ALONG THE N SIDE OF THE BLUFF FOR 4.2 MI.
 MG0675'TO CROSSROADS.  TURN LEFT AND GO S FOR 0.5 MI. TO REFERENCE
 MG0675'MARK 3 AND THE STATION ABOUT 200 YD. NW AS DESCRIBED.
 MG0675'
 MG0675'REFERENCE MARK 3 IS 534.70 FT. SE OF THE STATION, 73 FT. E OF A
 MG0675'POWER POLE, 35 FT. E OF THE CENTER OF A N-S GRAVEL ROAD, 21
 MG0675'FT. N OF A HALF-SECTION LINE FENCE RUNNING E AND W AND A TELEPHONE
 MG0675'POLE, 5 FT. N OF A N GATE POST, 1.5 FT. W OF THE E RIGHT-OF-WAY
 MG0675'FENCE ALONG A N-S ROAD AND 1 FT. W OF A NEW WITNESS POST SIGN.
 MG0675'THE MARK PROJECTS 8 IN. AND THE DISK IS STAMPED DANNATT NO 3
 MG0675'1931.
 MG0675
 MG0675                          STATION RECOVERY (1969)
 MG0675
 MG0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MG0675'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 MG0675'CONDITION.  REFERENCE MARK NO. 3 WAS IN THE WAY OF ROAD
 MG0675'CONSTRUCTION AND HAD TO BE MOVED.  NO OBJECTS VISIBLE FROM THE
 MG0675'STATION SO THE REFERENCE MARKS HAVE NO AZIMUTH TIES.
 MG0675'
 MG0675'REFERENCE MARK NO. 4 AND REFERENCE MARK NO. 5 WERE SET.
 MG0675'
 MG0675'FOLLOWING IS A NEW DESCRIPTION.
 MG0675'
 MG0675'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 MG0675'COUNTY ROAD H IN PRINCETON, GO NORTH AND NORTHWEST ON U.S.
 MG0675'HIGHWAY 67 FOR 1.8 MILES TO WHERE U.S. HIGHWAY 67 TURNS NORTH.
 MG0675'CONTINUE STRAIGHT AHEAD WEST ON A SURFACED ROAD FOR 4.2 MILES
 MG0675'TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 MG0675'0.45 MILE TO THE STATION ON THE RIGHT ON THE HIGHEST POINT OF
 MG0675'HILL.
 MG0675'
 MG0675'STATION MARK, A STANDARD DISK STAMPED DANNATT 1931, IS SET IN
 MG0675'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 MG0675'OF THE GROUND.  IT IS 385.5 FEET WEST OF THE CENTER OF ROAD,
 MG0675'242 FEET WEST OF A FENCE, AND 1 FOOT NORTH OF A WITNESS POST.
 MG0675'THE UNDERGROUND MARK WAS NOT INSPECTED.
 MG0675'
 MG0675'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED DANNATT 1931
 MG0675'NO. 4 1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MG0675'PROJECTS 1 INCH.  IT IS 143 FEET WEST OF THE CENTER OF ROAD,
 MG0675'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 MG0675'
 MG0675'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED DANNATT 1931
 MG0675'NO. 5 1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MG0675'PROJECTS 3 INCHES.  IT IS 87 FEET WEST OF THE CENTER OF THE
 MG0675'ROAD, 34 FEET NORTH OF A PROJECTED LINE OF THE FENCE ON THE SOUTH
 MG0675'SIDE OF ROAD, AND SET IN FENCELINE.
 MG0675'
 MG0675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 MG0675'WNW OF PRINCETON.
 MG0675
 MG0675                          STATION RECOVERY (1970)
 MG0675
 MG0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (FBM)
 MG0675'STATION AND R.M. 4 WAS RECOVERED AS DESCRIBED IN 1959.
 MG0675'
 MG0675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--TWO MILES
 MG0675'SOUTH OF MC CAUSLAND, IOWA.
 MG0675
 MG0675                          STATION RECOVERY (1982)
 MG0675
 MG0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PMC)
 MG0675'THE STATION HAS BEEN DESTROYED.  RM 4 RECOVERED AS DESCRIBED.  RM 5
 MG0675'NOT FOUND.  DUNNATT 2 1978 (ABOUT 1500 FEET EAST) RECOVERED AND
 MG0675'OCCUPIED BUT NO DESCRIPTION OR POSITION AVAILABLE IN SEPTEMBER
 MG0675'1982.
 MG0675'
 MG0675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14 MILES
 MG0675'NE OF DAVENPORT, IOWA.
 MG0675
 MG0675                          STATION RECOVERY (1996)
 MG0675
 MG0675'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0809 ***********************************************************************
 LD0809  DESIGNATION -  DANVILLE
 LD0809  PID         -  LD0809
 LD0809  STATE/COUNTY-  IA/DES MOINES
 LD0809  USGS QUAD   -  DANVILLE (1981)
 LD0809
 LD0809                         *CURRENT SURVEY CONTROL
 LD0809  ___________________________________________________________________
 LD0809* NAD 83(1996)-  40 52 00.30040(N)    091 18 55.90083(W)     ADJUSTED  
 LD0809* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 LD0809  ___________________________________________________________________
 LD0809  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 LD0809  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 LD0809
 LD0809  HORZ ORDER  -  FIRST
 LD0809
 LD0809.The horizontal coordinates were established by classical geodetic methods
 LD0809.and adjusted by the National Geodetic Survey in May 1999..
 LD0809
 LD0809.The orthometric height was scaled from a topographic map.
 LD0809
 LD0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0809
 LD0809.The geoid height was determined by GEOID03.
 LD0809
 LD0809;                    North         East     Units Scale Factor Converg.
 LD0809;SPC IA S     -    98,563.298   684,134.846   MT  0.99996528   +1 26 20.1
 LD0809;UTM  15      - 4,525,330.778   641,954.577   MT  0.99984803   +1 06 08.4
 LD0809
 LD0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0809!SPC IA S     -   0.99997100  x   0.99996528  =   0.99993629
 LD0809!UTM  15      -   0.99997100  x   0.99984803  =   0.99981904
 LD0809
 LD0809:                Primary Azimuth Mark                     Grid Az
 LD0809:SPC IA S     -  W BURLINGTON CO HOME TANK                105 25 32.4
 LD0809:UTM  15      -  W BURLINGTON CO HOME TANK                105 45 44.1
 LD0809
 LD0809|---------------------------------------------------------------------|
 LD0809| PID    Reference Object                     Distance      Geod. Az  |
 LD0809|                                                           dddmmss.s |
 LD0809| LD0788 W BURLINGTON CO HOME TANK           APPROX.10.8 KM 1065152.5 |
 LD0809| LD0779 W BURLINGTON CBQ RR SHOP STK        APPROX.13.8 KM 1070449.1 |
 LD0809| LD0782 W BURLING MIDWEST BISCUIT TK        APPROX.14.4 KM 1073647.0 |
 LD0809| LD0780 BURLINGTON RADIO STA KBUR MAST      APPROX.15.3 KM 1080217.1 |
 LD0809| LD0781 WEST BURLINGTON MUNICIPAL TANK      APPROX.14.2 KM 1085448.8 |
 LD0809| LD0784 BURLINGTON MUNICIPAL TANK           APPROX.16.7 KM 1102717.4 |
 LD0809| CL8375 DANVILLE RM 2                        38.576 METERS 26106     |
 LD0809| LD0815 NEW LONDON MUN P AND L S STK        APPROX. 9.3 KM 3144419.3 |
 LD0809| CL8373 DANVILLE AZ MK                                     3192739.1 |
 LD0809| CL8374 DANVILLE RM 1                        24.280 METERS 35351     |
 LD0809|---------------------------------------------------------------------|
 LD0809
 LD0809                          SUPERSEDED SURVEY CONTROL
 LD0809
 LD0809  NAD 83(1986)-  40 52 00.30572(N)    091 18 55.90883(W) AD(       ) 1
 LD0809  NAD 27      -  40 52 00.17740(N)    091 18 55.36990(W) AD(       ) 1
 LD0809
 LD0809.Superseded values are not recommended for survey control.
 LD0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0809.See file dsdata.txt to determine how the superseded data were derived.
 LD0809
 LD0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4195525331(NAD 83)
 LD0809_MARKER: DS = TRIANGULATION STATION DISK
 LD0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0809
 LD0809  HISTORY     - Date     Condition        Report By
 LD0809  HISTORY     - 1955     MONUMENTED       CGS
 LD0809
 LD0809                          STATION DESCRIPTION
 LD0809
 LD0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0809'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF A SMALL
 LD0809'TOWN PARK IN THE CENTER OF THE TOWN OF DANVILLE, ABOUT 10
 LD0809'MILES AIRLINE WEST-NORTHWEST OF THE CENTER OF BURLINGTON
 LD0809'AND 6 MILES AIRLINE SOUTHEAST OF NEW LONDON.
 LD0809'
 LD0809'TO REACH THE STATION FROM THE POST OFFICE IN DANVILLE GO NORTH
 LD0809'ABOUT 50 FEET TO A SIDE STREET ON THE LEFT.  TURN LEFT AND GO
 LD0809'WEST 0.05 MILE TO THE STATION ON THE LEFT.
 LD0809'
 LD0809'THE STATION MARK IS A STANDARD DISK STAMPED DANVILLE 1955 SET
 LD0809'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST FLUSH WITH THE
 LD0809'GROUND.  IT IS 33 FEET SOUTH OF THE CENTERLINE OF A PAVED
 LD0809'STREET AND 16 FEET WEST OF THE NORTHWEST CORNER OF A BUILDING.
 LD0809'
 LD0809'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DANVILLE
 LD0809'NO 1 1955 CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 LD0809'DOOR STEP THAT PROJECTS 2 FEET ABOVE THE GROUND.  IT IS 46
 LD0809'FEET NORTH OF THE CENTERLINE OF A PAVED STREET AND 2 FEET HIGHER
 LD0809'THAN THE STATION.
 LD0809'
 LD0809'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DANVILLE NO
 LD0809'2 1955 CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 LD0809'DRIVEWAY OF THE FIRE HOUSE.  IT IS 31 FEET WEST OF THE CENTERLINE
 LD0809'OF A PAVED STREET AND 2 FEET NORTH OF THE SOUTHEAST CORNER OF
 LD0809'THE FIRE HOUSE.  IT IS FLUSH WITH THE GROUND AND 2 FEET LOWER
 LD0809'THAN THE STATION.
 LD0809'
 LD0809'THE AZIMUTH MARK IS LOCATED ON THE SOUTHWEST SIDE OF U.S.
 LD0809'HIGHWAY 34 AND IS A STANDARD DISK STAMPED DANVILLE 1955 SET IN
 LD0809'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 5
 LD0809'INCHES ABOVE THE GROUND.  IT IS 72 FEET SOUTHWEST OF THE
 LD0809'CENTERLINE OF THE HIGHWAY, 24 FEET WEST OF THE CENTERLINE OF
 LD0809'A GRAVELED SIDE ROAD, AND 2 FEET NORTH OF A FENCE CORNER.
 LD0809'
 LD0809'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN DANVILLE GO
 LD0809'NORTH ABOUT 100 FEET TO A STOP SIGN.  TURN LEFT ONTO U.S.
 LD0809'HIGHWAY 34 AND GO NORTHWEST 0.3 MILE TO A SIDE ROAD AND THE
 LD0809'AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0811 ***********************************************************************
 LD0811  DESIGNATION -  DANVILLE DES MOINES FARM ELEV
 LD0811  PID         -  LD0811
 LD0811  STATE/COUNTY-  IA/DES MOINES
 LD0811  USGS QUAD   -  DANVILLE (1981)
 LD0811
 LD0811                         *CURRENT SURVEY CONTROL
 LD0811  ___________________________________________________________________
 LD0811* NAD 83(1996)-  40 51 49.02605(N)    091 18 36.73054(W)     ADJUSTED  
 LD0811* NAVD 88     -                                                        
 LD0811  ___________________________________________________________________
 LD0811  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 LD0811  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LD0811
 LD0811  HORZ ORDER  -  THIRD
 LD0811
 LD0811.The horizontal coordinates were established by classical geodetic methods
 LD0811.and adjusted by the National Geodetic Survey in May 1999..
 LD0811
 LD0811
 LD0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0811
 LD0811.The geoid height was determined by GEOID03.
 LD0811
 LD0811;                    North         East     Units Scale Factor Converg.
 LD0811;SPC IA S     -    98,226.920   684,592.370   MT  0.99996560   +1 26 32.7
 LD0811;UTM  15      - 4,524,991.757   642,410.064   MT  0.99984962   +1 06 20.7
 LD0811
 LD0811                          SUPERSEDED SURVEY CONTROL
 LD0811
 LD0811  NAD 83(1986)-  40 51 49.03102(N)    091 18 36.73810(W) AD(       ) 4
 LD0811  NAD 27      -  40 51 48.90400(N)    091 18 36.20000(W) AD(       ) 3
 LD0811
 LD0811.Superseded values are not recommended for survey control.
 LD0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0811.See file dsdata.txt to determine how the superseded data were derived.
 LD0811
 LD0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4241024992(NAD 83)
 LD0811_MARKER: 65 = GRAIN ELEVATOR
 LD0811
 LD0811  HISTORY     - Date     Condition        Report By
 LD0811  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0811
 LD0811                          STATION DESCRIPTION
 LD0811
 LD0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0811'STATION IS LOCATED IN DANVILLE ON THE NORTH SIDE OF U.S. HIGHWAY
 LD0811'34.  IT CONSISTS OF SIX CYLINDRICAL SHAPED CONCRETE BINS
 LD0811'THAT ARE 120 FEET IN HEIGHT.  A HEADHOUSE THAT IS 20 FEET IN
 LD0811'HEIGHT SITS ON TOP OF THE BINS.  THE CENTER OF THE HEADHOUSE
 LD0811'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0321 ***********************************************************************
 MG0321  DESIGNATION -  DAVENPORT
 MG0321  PID         -  MG0321
 MG0321  STATE/COUNTY-  IA/SCOTT
 MG0321  USGS QUAD   -  DAVENPORT EAST (1993)
 MG0321
 MG0321                         *CURRENT SURVEY CONTROL
 MG0321  ___________________________________________________________________
 MG0321* NAD 83(1986)-  41 31 24.     (N)    090 34 24.     (W)     SCALED    
 MG0321* NAVD 88     -       179.370  (meters)     588.48   (feet)  ADJUSTED  
 MG0321  ___________________________________________________________________
 MG0321  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0321  DYNAMIC HT  -         179.300 (meters)     588.25  (feet)  COMP
 MG0321  MODELED GRAV-     980,231.3   (mgal)                       NAVD 88
 MG0321
 MG0321  VERT ORDER  -  SECOND    CLASS 0
 MG0321
 MG0321.The horizontal coordinates were scaled from a topographic map and have
 MG0321.an estimated accuracy of +/- 6 seconds.
 MG0321
 MG0321.The orthometric height was determined by differential leveling
 MG0321.and adjusted by the National Geodetic Survey in June 1991..
 MG0321
 MG0321.The geoid height was determined by GEOID03.
 MG0321
 MG0321.The dynamic height is computed by dividing the NAVD 88
 MG0321.geopotential number by the normal gravity value computed on the
 MG0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0321.degrees latitude (g = 980.6199 gals.).
 MG0321
 MG0321.The modeled gravity was interpolated from observed gravity values.
 MG0321
 MG0321;                    North         East    Units  Estimated Accuracy
 MG0321;SPC IA S     -   173,280.      744,220.      MT  (+/- 180 meters Scaled)
 MG0321
 MG0321                          SUPERSEDED SURVEY CONTROL
 MG0321
 MG0321  NGVD 29 (??/??/92)  179.428  (m)          588.67   (f) ADJ UNCH    2 0
 MG0321
 MG0321.Superseded values are not recommended for survey control.
 MG0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0321.See file dsdata.txt to determine how the superseded data were derived.
 MG0321
 MG0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF024996(NAD 83)
 MG0321_MARKER: DB = BENCH MARK DISK
 MG0321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0321_SP_SET: WATER TABLE
 MG0321_STAMPING: DAVENPORT 1934
 MG0321_MARK LOGO: CGS   
 MG0321_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0321
 MG0321  HISTORY     - Date     Condition        Report By
 MG0321  HISTORY     - 1934     MONUMENTED       CGS
 MG0321  HISTORY     - 1944     GOOD             NGS
 MG0321  HISTORY     - 19961113 GOOD             USPSQD
 MG0321  HISTORY     - 20000404 GOOD             AERSVC
 MG0321
 MG0321                          STATION DESCRIPTION
 MG0321
 MG0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 MG0321'AT DAVENPORT.
 MG0321'AT DAVENPORT, SCOTT COUNTY, IN THE LIMESTONE WALL OF THE NEW
 MG0321'FOURTH STREET POST OFFICE, 1.5 FEET EAST OF THE NORTHWEST
 MG0321'CORNER FACING FOURTH STREET, AND 14 INCHES ABOVE A GRANITE
 MG0321'WATER TABLE.  A STANDARD DISK, STAMPED DAVENPORT 1934 AND SET
 MG0321'VERTICALLY.  NOTE-- 588.673 NOW STAMPED ON DISK.
 MG0321
 MG0321                          STATION RECOVERY (1996)
 MG0321
 MG0321'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0321'RECOVERED IN GOOD CONDITION.
 MG0321
 MG0321                          STATION RECOVERY (2000)
 MG0321
 MG0321'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0321'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0747 ***********************************************************************
 MG0747  DESIGNATION -  DAVENPORT AMER BANK BLDG TWR
 MG0747  PID         -  MG0747
 MG0747  STATE/COUNTY-  IA/SCOTT
 MG0747  USGS QUAD   -  DAVENPORT EAST (1993)
 MG0747
 MG0747                         *CURRENT SURVEY CONTROL
 MG0747  ___________________________________________________________________
 MG0747* NAD 83(1996)-  41 31 19.58487(N)    090 34 33.31185(W)     ADJUSTED  
 MG0747* NAVD 88     -                                                        
 MG0747  ___________________________________________________________________
 MG0747  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 MG0747  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0747
 MG0747  HORZ ORDER  -  THIRD
 MG0747
 MG0747.The horizontal coordinates were established by classical geodetic methods
 MG0747.and adjusted by the National Geodetic Survey in May 1999..
 MG0747
 MG0747
 MG0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0747
 MG0747.The geoid height was determined by GEOID03.
 MG0747
 MG0747;                    North         East     Units Scale Factor Converg.
 MG0747;SPC IA S     -   173,131.870   744,011.694   MT  0.99996405   +1 55 33.9
 MG0747;SPC IL W     -   539,087.634   665,842.515   MT  0.99995553   -0 16 16.7
 MG0747;SPC IL W     - 1,768,656.68  2,184,518.32   sFT  0.99995553   -0 16 16.7
 MG0747;UTM  15      - 4,599,555.747   702,259.036   MT  1.00010346   +1 36 27.0
 MG0747
 MG0747                          SUPERSEDED SURVEY CONTROL
 MG0747
 MG0747  NAD 83(1986)-  41 31 19.58694(N)    090 34 33.31940(W) AD(       ) 4
 MG0747  NAD 27      -  41 31 19.45600(N)    090 34 32.76300(W) AD(       ) 3
 MG0747
 MG0747.Superseded values are not recommended for survey control.
 MG0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0747.See file dsdata.txt to determine how the superseded data were derived.
 MG0747
 MG0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF0225999556(NAD 83)
 MG0747_MARKER: 55 = TOWER
 MG0747
 MG0747  HISTORY     - Date     Condition        Report By
 MG0747  HISTORY     - 1931     FIRST OBSERVED   CGS
 MG0747
 MG0747                          STATION DESCRIPTION
 MG0747
 MG0747'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0749 ***********************************************************************
 MG0749  DESIGNATION -  DAVENPORT EXPT AIR MOTOR STK
 MG0749  PID         -  MG0749
 MG0749  STATE/COUNTY-  IA/SCOTT
 MG0749  USGS QUAD   -  DAVENPORT EAST (1993)
 MG0749
 MG0749                         *CURRENT SURVEY CONTROL
 MG0749  ___________________________________________________________________
 MG0749* NAD 83(1996)-  41 33 18.82504(N)    090 35 13.41518(W)     ADJUSTED  
 MG0749* NAVD 88     -                                                        
 MG0749  ___________________________________________________________________
 MG0749  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 MG0749  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0749
 MG0749  HORZ ORDER  -  THIRD
 MG0749
 MG0749.The horizontal coordinates were established by classical geodetic methods
 MG0749.and adjusted by the National Geodetic Survey in May 1999..
 MG0749
 MG0749
 MG0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0749
 MG0749.The geoid height was determined by GEOID03.
 MG0749
 MG0749;                    North         East     Units Scale Factor Converg.
 MG0749;SPC IA S     -   176,777.194   742,959.268   MT  0.99996746   +1 55 07.5
 MG0749;SPC IL W     -   542,770.595   664,930.649   MT  0.99995631   -0 16 43.9
 MG0749;SPC IL W     - 1,780,739.86  2,181,526.64   sFT  0.99995631   -0 16 43.9
 MG0749;UTM  15      - 4,603,207.351   701,226.726   MT  1.00009833   +1 36 04.1
 MG0749
 MG0749                          SUPERSEDED SURVEY CONTROL
 MG0749
 MG0749  NAD 83(1986)-  41 33 18.82721(N)    090 35 13.42592(W) AD(       ) 4
 MG0749  NAD 27      -  41 33 18.72000(N)    090 35 12.93000(W) AD(       ) 3
 MG0749
 MG0749.Superseded values are not recommended for survey control.
 MG0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0749.See file dsdata.txt to determine how the superseded data were derived.
 MG0749
 MG0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG0122703207(NAD 83)
 MG0749_MARKER: 63 = STACK
 MG0749
 MG0749  HISTORY     - Date     Condition        Report By
 MG0749  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0749
 MG0749                          STATION DESCRIPTION
 MG0749
 MG0749'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0755 ***********************************************************************
 MG0755  DESIGNATION -  DAVENPORT GAS ELEC MWV KGT 94
 MG0755  PID         -  MG0755
 MG0755  STATE/COUNTY-  IA/SCOTT
 MG0755  USGS QUAD   -  DAVENPORT WEST (1991)
 MG0755
 MG0755                         *CURRENT SURVEY CONTROL
 MG0755  ___________________________________________________________________
 MG0755* NAD 83(1996)-  41 34 29.80493(N)    090 41 18.58280(W)     ADJUSTED  
 MG0755* NAVD 88     -                                                        
 MG0755  ___________________________________________________________________
 MG0755  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 MG0755  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 MG0755
 MG0755  HORZ ORDER  -  THIRD
 MG0755
 MG0755.The horizontal coordinates were established by classical geodetic methods
 MG0755.and adjusted by the National Geodetic Survey in May 1999..
 MG0755
 MG0755
 MG0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0755
 MG0755.The geoid height was determined by GEOID03.
 MG0755
 MG0755;                    North         East     Units Scale Factor Converg.
 MG0755;SPC IA S     -   178,687.410   734,431.087   MT  0.99996964   +1 51 07.0
 MG0755;SPC IL W     -   545,006.457   656,482.072   MT  0.99996447   -0 20 46.6
 MG0755;SPC IL W     - 1,788,075.35  2,153,808.26   sFT  0.99996447   -0 20 46.6
 MG0755;UTM  15      - 4,605,165.022   692,708.336   MT  1.00005703   +1 32 03.8
 MG0755
 MG0755                          SUPERSEDED SURVEY CONTROL
 MG0755
 MG0755  NAD 83(1986)-  41 34 29.80598(N)    090 41 18.59318(W) AD(       ) 4
 MG0755  NAD 27      -  41 34 29.69672(N)    090 41 18.08254(W) AD(       ) 3
 MG0755
 MG0755.Superseded values are not recommended for survey control.
 MG0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0755.See file dsdata.txt to determine how the superseded data were derived.
 MG0755
 MG0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG9270805165(NAD 83)
 MG0755_MARKER: 45 = MICROWAVE TOWER
 MG0755
 MG0755  HISTORY     - Date     Condition        Report By
 MG0755  HISTORY     - 1969     FIRST OBSERVED   CGS
 MG0755  HISTORY     - 1975     GOOD             NGS
 MG0755  HISTORY     - 19961113 GOOD             USPSQD
 MG0755
 MG0755                          STATION DESCRIPTION
 MG0755
 MG0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0755'THE STATION IS THE RED LIGHT ATOP THE DAVENPORT, IOWA-ILLINOIS
 MG0755'GAS AND ELECTRIC COMPANY, MICROWAVE TOWER THAT IS LOCATED ABOUT
 MG0755'2 MILES SOUTH OF INTERSTATE HIGHWAY 80 AND 1 MILE WEST OF THE
 MG0755'DAVENPORT CITY LIMITS.  THE TOWER CONSISTS OF TWO SEPARATE MASTS
 MG0755'ABOUT 20 FEET APART, TRIANGULAR IN CROSS SECTION AND CONNECTED
 MG0755'AT THE TOP BY A PIPE WHICH IS SUPPORTING A FAN SHAPED
 MG0755'ANTENNA.  THE RED LIGHT IS ATOP THE WEST MAST.  THE MASTS ARE
 MG0755'PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND ARE 200 FEET
 MG0755'IN HEIGHT.
 MG0755
 MG0755                          STATION RECOVERY (1975)
 MG0755
 MG0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVT)
 MG0755'THE ORIGINAL DESCRIPTION WAS NOT AVAILABLE AND THE STATION WAS
 MG0755'RECOVERED BY QUADRANGLE POSITIONING.  THE STATION IS RELATIVELY NEW
 MG0755'AND A NEW DESCRIPTION IS NOT BEING FURNISHED.
 MG0755
 MG0755                          STATION RECOVERY (1996)
 MG0755
 MG0755'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0746 ***********************************************************************
 MG0746  DESIGNATION -  DAVENPORT S HEART CATH SPIRE
 MG0746  PID         -  MG0746
 MG0746  STATE/COUNTY-  IA/SCOTT
 MG0746  USGS QUAD   -  DAVENPORT EAST (1993)
 MG0746
 MG0746                         *CURRENT SURVEY CONTROL
 MG0746  ___________________________________________________________________
 MG0746* NAD 83(1996)-  41 31 48.29351(N)    090 34 09.21648(W)     ADJUSTED  
 MG0746* NAVD 88     -                                                        
 MG0746  ___________________________________________________________________
 MG0746  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 MG0746  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0746
 MG0746  HORZ ORDER  -  THIRD
 MG0746
 MG0746.The horizontal coordinates were established by classical geodetic methods
 MG0746.and adjusted by the National Geodetic Survey in May 1999..
 MG0746
 MG0746
 MG0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0746
 MG0746.The geoid height was determined by GEOID03.
 MG0746
 MG0746;                    North         East     Units Scale Factor Converg.
 MG0746;SPC IA S     -   174,035.828   744,540.185   MT  0.99996484   +1 55 49.8
 MG0746;SPC IL W     -   539,970.655   666,405.272   MT  0.99995506   -0 16 00.9
 MG0746;SPC IL W     - 1,771,553.72  2,186,364.63   sFT  0.99995506   -0 16 00.9
 MG0746;UTM  15      - 4,600,456.880   702,792.618   MT  1.00010612   +1 36 43.9
 MG0746
 MG0746                          SUPERSEDED SURVEY CONTROL
 MG0746
 MG0746  NAD 83(1986)-  41 31 48.29610(N)    090 34 09.22353(W) AD(       ) 4
 MG0746  NAD 27      -  41 31 48.18000(N)    090 34 08.72000(W) AD(       ) 3
 MG0746
 MG0746.Superseded values are not recommended for survey control.
 MG0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0746.See file dsdata.txt to determine how the superseded data were derived.
 MG0746
 MG0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG0279300457(NAD 83)
 MG0746_MARKER: 90 = CHURCH SPIRE
 MG0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0746+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2003
 MG0746
 MG0746  HISTORY     - Date     Condition        Report By
 MG0746  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0746  HISTORY     - 1960     GOOD             CGS
 MG0746  HISTORY     - 19961113 GOOD             USPSQD
 MG0746  HISTORY     - 20030927 GOOD             USPSQD
 MG0746
 MG0746                          STATION DESCRIPTION
 MG0746
 MG0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 MG0746'THE STATION HAS NO ORIGINAL DESCRIPTION AND A NEW ONE FOLLOWS.
 MG0746'
 MG0746'STATION IS LOCATED IN DAVENPORT, IOWA, AT THE INTERSECTION
 MG0746'OF 10TH. STREET AND IOWA STREET, ON A LARGE, GRAY, STONE
 MG0746'BUILDING WITH A GRAY SLATE ROOF.  IT IS AT THE SOUTH WEST
 MG0746'CORNER OF THE CHURCH BUILDING AND THE SPIRE HAS A GREEN SHINGLED
 MG0746'ROOF.  ACCORDING TO LOCAL RESIDENTS THE SPIRE IS IN ITS ORIGINAL
 MG0746'POSITION AND ITS CONDITION APPEARS TO BE VERY GOOD.
 MG0746
 MG0746                          STATION RECOVERY (1996)
 MG0746
 MG0746'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0746'RECOVERED IN GOOD CONDITION.
 MG0746
 MG0746                          STATION RECOVERY (2003)
 MG0746
 MG0746'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 MG0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0748 ***********************************************************************
 MG0748  DESIGNATION -  DAVENPORT WOC RADIO S TOWER
 MG0748  PID         -  MG0748
 MG0748  STATE/COUNTY-  IA/SCOTT
 MG0748  USGS QUAD   -  DAVENPORT EAST (1993)
 MG0748
 MG0748                         *CURRENT SURVEY CONTROL
 MG0748  ___________________________________________________________________
 MG0748* NAD 83(1996)-  41 31 43.67220(N)    090 34 27.46277(W)     ADJUSTED  
 MG0748* NAVD 88     -                                                        
 MG0748  ___________________________________________________________________
 MG0748  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 MG0748  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0748
 MG0748  HORZ ORDER  -  THIRD
 MG0748
 MG0748.The horizontal coordinates were established by classical geodetic methods
 MG0748.and adjusted by the National Geodetic Survey in May 1999..
 MG0748
 MG0748
 MG0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0748
 MG0748.The geoid height was determined by GEOID03.
 MG0748
 MG0748;                    North         East     Units Scale Factor Converg.
 MG0748;SPC IA S     -   173,879.104   744,122.237   MT  0.99996471   +1 55 37.8
 MG0748;SPC IL W     -   539,830.073   665,981.626   MT  0.99995541   -0 16 12.9
 MG0748;SPC IL W     - 1,771,092.50  2,184,974.72   sFT  0.99995541   -0 16 12.9
 MG0748;UTM  15      - 4,600,302.459   702,373.747   MT  1.00010403   +1 36 31.6
 MG0748
 MG0748                          SUPERSEDED SURVEY CONTROL
 MG0748
 MG0748  NAD 83(1986)-  41 31 43.67533(N)    090 34 27.47285(W) AD(       ) 4
 MG0748  NAD 27      -  41 31 43.55600(N)    090 34 26.97400(W) AD(       ) 3
 MG0748
 MG0748.Superseded values are not recommended for survey control.
 MG0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0748.See file dsdata.txt to determine how the superseded data were derived.
 MG0748
 MG0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG0237400302(NAD 83)
 MG0748_MARKER: 55 = TOWER
 MG0748
 MG0748  HISTORY     - Date     Condition        Report By
 MG0748  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0748  HISTORY     - 1960     GOOD             CGS
 MG0748  HISTORY     - 1975     GOOD             NGS
 MG0748  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 MG0748
 MG0748                          STATION DESCRIPTION
 MG0748
 MG0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 MG0748'THE STATION HAS NO ORIGINAL DESCRIPTION AND A NEW ONE FOLLOWS.
 MG0748'STATION IS LOCATED IN DAVENPORT, IOWA, ON TOP OF THE D.D. PALMER
 MG0748'BUILDING IN THE 800 BLOCK OF BRADY STREET.  THE TOWER APPEARED
 MG0748'IN GOOD CONDITION AND W.O.C. RADIO OFFICIALS ASSERT
 MG0748'THAT THE POSITION IS THE SAME AS ORIGINAL, BUT THE TOWER
 MG0748'IS NOW USED BY THE TELEPHONE CO.
 MG0748'
 MG0748'STATION IS PAINTED IN ALTERNATE ORANGE AND WHITE WITH THE
 MG0748'LETTERS WOC PAINTED ON THE SOUTH SIDE OF THE TOWER AND NEAR
 MG0748'ITS TOP.  TOWER IS ABOUT 120 FEET ABOVE GROUND.
 MG0748
 MG0748                          STATION RECOVERY (1975)
 MG0748
 MG0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVT)
 MG0748'THE STATION APPEARED TO BE RECOVERED AS DESCRIBED AND IN GOOD
 MG0748'CONDITION.  HOWEVER THE POSITION WOULD NOT HOLD WHEN USED IN A
 MG0748'3-POINT FIX PROBLEM.
 MG0748
 MG0748                          STATION RECOVERY (1996)
 MG0748
 MG0748'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0750 ***********************************************************************
 MG0750  DESIGNATION -  DAVENPORT WOC RADIO N TOWER
 MG0750  PID         -  MG0750
 MG0750  STATE/COUNTY-  IA/SCOTT
 MG0750  USGS QUAD   -  DAVENPORT EAST (1993)
 MG0750
 MG0750                         *CURRENT SURVEY CONTROL
 MG0750  ___________________________________________________________________
 MG0750* NAD 83(1996)-  41 31 46.45470(N)    090 34 27.43670(W)     ADJUSTED  
 MG0750* NAVD 88     -                                                        
 MG0750  ___________________________________________________________________
 MG0750  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 MG0750  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0750
 MG0750  HORZ ORDER  -  THIRD
 MG0750
 MG0750.The horizontal coordinates were established by classical geodetic methods
 MG0750.and adjusted by the National Geodetic Survey in May 1999..
 MG0750
 MG0750
 MG0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0750
 MG0750.The geoid height was determined by GEOID03.
 MG0750
 MG0750;                    North         East     Units Scale Factor Converg.
 MG0750;SPC IA S     -   173,964.916   744,119.954   MT  0.99996479   +1 55 37.8
 MG0750;SPC IL W     -   539,915.909   665,982.635   MT  0.99995541   -0 16 12.9
 MG0750;SPC IL W     - 1,771,374.11  2,184,978.03   sFT  0.99995541   -0 16 12.9
 MG0750;UTM  15      - 4,600,388.295   702,371.941   MT  1.00010402   +1 36 31.7
 MG0750
 MG0750                          SUPERSEDED SURVEY CONTROL
 MG0750
 MG0750  NAD 83(1986)-  41 31 46.45781(N)    090 34 27.44668(W) AD(       ) 4
 MG0750  NAD 27      -  41 31 46.33800(N)    090 34 26.94800(W) AD(       ) 3
 MG0750
 MG0750.Superseded values are not recommended for survey control.
 MG0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0750.See file dsdata.txt to determine how the superseded data were derived.
 MG0750
 MG0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG0237200388(NAD 83)
 MG0750_MARKER: 55 = TOWER
 MG0750
 MG0750  HISTORY     - Date     Condition        Report By
 MG0750  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0750
 MG0750                          STATION DESCRIPTION
 MG0750
 MG0750'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0446 ***********************************************************************
 LE0446  DESIGNATION -  DAVIS
 LE0446  PID         -  LE0446
 LE0446  STATE/COUNTY-  IA/DAVIS
 LE0446  USGS QUAD   -  BLOOMFIELD NORTH (1980)
 LE0446
 LE0446                         *CURRENT SURVEY CONTROL
 LE0446  ___________________________________________________________________
 LE0446* NAD 83(1996)-  40 49 41.10602(N)    092 23 14.55104(W)     ADJUSTED  
 LE0446* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 LE0446  ___________________________________________________________________
 LE0446  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 LE0446  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 LE0446
 LE0446  HORZ ORDER  -  FIRST
 LE0446
 LE0446.The horizontal coordinates were established by classical geodetic methods
 LE0446.and adjusted by the National Geodetic Survey in May 1999..
 LE0446
 LE0446.The orthometric height was scaled from a topographic map.
 LE0446
 LE0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0446
 LE0446.The geoid height was determined by GEOID03.
 LE0446
 LE0446;                    North         East     Units Scale Factor Converg.
 LE0446;SPC IA S     -    92,557.586   593,848.262   MT  0.99996942   +0 43 58.4
 LE0446;UTM  15      - 4,519,853.709   551,656.460   MT  0.99963284   +0 24 01.9
 LE0446
 LE0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0446!SPC IA S     -   0.99996435  x   0.99996942  =   0.99993377
 LE0446!UTM  15      -   0.99996435  x   0.99963284  =   0.99959721
 LE0446
 LE0446:                Primary Azimuth Mark                     Grid Az
 LE0446:SPC IA S     -  DAVIS LAPLACE AZIMUTH                    012 32 49.3
 LE0446:UTM  15      -  DAVIS LAPLACE AZIMUTH                    012 52 45.8
 LE0446
 LE0446|---------------------------------------------------------------------|
 LE0446| PID    Reference Object                     Distance      Geod. Az  |
 LE0446|                                                           dddmmss.s |
 LE0446| CL8380 DAVIS LAPLACE AZIMUTH                              0131647.7 |
 LE0446| CL8381 DAVIS RM 1                           39.289 METERS 11408     |
 LE0446| CL8383 DAVIS RM 3                           29.239 METERS 13414     |
 LE0446| LE0440 DAVIS COUNTY FARM TANK              APPROX.12.2 KM 1675612.7 |
 LE0446| LE0448 BLOOMFIELD MUNICIPAL TANK           APPROX. 8.8 KM 1941033.3 |
 LE0446| LE0447 BLOOMFIELD DAVIS CTHSE STATUE       APPROX. 8.8 KM 1945511.0 |
 LE0446| CL8384 DAVIS RM 4                           28.272 METERS 22317     |
 LE0446| CL8382 DAVIS RM 2                           37.582 METERS 24423     |
 LE0446| CL8385 DAVIS RM 5 AZIMUTH                                 2682925.2 |
 LE0446| CL8379 DAVIS AZ MK                                        2695252.0 |
 LE0446| MH0531 OTTUMWA MUNICIPAL TANK              APPROX.22.6 KM 3574836.3 |
 LE0446|---------------------------------------------------------------------|
 LE0446
 LE0446                          SUPERSEDED SURVEY CONTROL
 LE0446
 LE0446  NAD 83(1986)-  40 49 41.11230(N)    092 23 14.56387(W) AD(       ) 1
 LE0446  NAD 27      -  40 49 41.04110(N)    092 23 13.90380(W) AD(       ) 1
 LE0446
 LE0446.Superseded values are not recommended for survey control.
 LE0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0446.See file dsdata.txt to determine how the superseded data were derived.
 LE0446
 LE0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF5165619854(NAD 83)
 LE0446_MARKER: DS = TRIANGULATION STATION DISK
 LE0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0446_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0446
 LE0446  HISTORY     - Date     Condition        Report By
 LE0446  HISTORY     - 1934     MONUMENTED       CGS
 LE0446  HISTORY     - 1951     GOOD             LOCENG
 LE0446  HISTORY     - 1952     GOOD             CGS
 LE0446  HISTORY     - 1974     GOOD             USE
 LE0446  HISTORY     - 1974     GOOD             NGS
 LE0446
 LE0446                          STATION DESCRIPTION
 LE0446
 LE0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0446'STATION IS ABOUT 6 MILES N OF BLOOMFIELD, ON THE STRIP OF LAND
 LE0446'BETWEEN THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, AND THE
 LE0446'E-W ROAD THAT PARALLELS IT, IN THE SW 1/4 SEC.29, T 70 N, R 13 W.
 LE0446'THE MARK IS 0.6 MILE E OF THE POINT WHERE U.S. HIGHWAY 63 PASSES
 LE0446'UNDER THE RAILROAD, 47.0 FEET S OF THE S RAIL OF THE RAILROAD,
 LE0446'50.5 FEET SW OF SEMAPHORE SIGNAL NUMBER 3060, 31 FEET N OF THE
 LE0446'CENTER LINE OF THE ROAD, AND PROJECTS 6 INCHES.
 LE0446'
 LE0446'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LE0446'BRONZE DISKS SET IN CONCRETE.
 LE0446'
 LE0446'REFERENCE MARK NO.1 IS ESE OF THE STATION, 1 FOOT N OF THE S
 LE0446'RIGHT-OF-WAY FENCE OF THE ROAD, 228.82 FEET E OF REFERENCE MARK
 LE0446'NO. 2, AND PROJECTS 8 INCHES.
 LE0446'
 LE0446'REFERENCE MARK NO.2 IS WSW OF THE STATION, 1 FOOT N OF THE S
 LE0446'RIGHT-OF-WAY FENCE OF THE ROAD, AND PROJECTS 8 INCHES.
 LE0446'
 LE0446'THE AZIMUTH MARK IS W OF THE STATION, 115 FEET SSW OF THE SW
 LE0446'CORNER OF A LARGE HOUSE, 25 FEET N OF THE CENTER LINE OF THE
 LE0446'ROAD, 50 FEET NW OF THE RAILROAD GRADE CROSSING, AND PROJECTS 6
 LE0446'INCHES.
 LE0446'
 LE0446'A LA PLACE AZIMUTH IS TO BE OBSERVED AT THIS STATION.  A MARK TO
 LE0446'BE USED AS INITIAL WAS SET AS FOLLOWS- THIS MARK IS ABOUT 4 MILES
 LE0446'NNE OF THE STATION, IN THE S RIGHT-OF-WAY OF AN E-W ROAD, 1.9
 LE0446'MILES E OF U.S HIGHWAY 63, 24 FEET S OF THE CENTER LINE OF THE
 LE0446'ROAD, 50 FEET NE OF THE NE CORNER OF MR. W.M. HOUKS HOUSE, 24
 LE0446'FEET W OF A DOUBLE WALNUT TREE, AND IS SET FLUSH.  TO REACH FROM
 LE0446'THE STATION, GO W 0.6 MILE, TURN N ON U.S. HIGHWAY 63, GO 4.15
 LE0446'MILES, TURN E, GO 0.9 MILE, FORK LEFT, GO 1.0 MILE TO THE
 LE0446'MARK.  A 10-FOOT STAND IN EACH END WILL BE NECESSARY TO CLEAR
 LE0446'THIS LINE.
 LE0446'
 LE0446'ALL LIGHTS CAME INTO VIEW AT 40 FEET.
 LE0446
 LE0446                          STATION RECOVERY (1951)
 LE0446
 LE0446'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 LE0446'LETTER OF MR. CHAS. CAPPER, COUNTY ENGR., OFFICE OF COUNTY
 LE0446'HIGHWAY ENGINEER, BLOOMFIELD, IOWA DATED MAY 26, 1951- THE
 LE0446'LA PLACE AZIMUTH MARK WAS DESTROYED DUE TO HIGHWAY CONSTRUCTION.
 LE0446'
 LE0446'REFERENCE MARK DISK STAMPED DAVIS AZIMUTH INITIAL 1934 RECEIVED
 LE0446'3/31/53.
 LE0446
 LE0446                          STATION RECOVERY (1952)
 LE0446
 LE0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 LE0446'STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE
 LE0446'IN GOOD CONDITION, THE RAILROAD TRACK HAS BEEN REMOVED, AND THE
 LE0446'ROAD WIDENED AT STATION LOCATION, WHICH DESTROYED THE TWO
 LE0446'REFERENCE MARKS, TWO NEW REFERENCE MARKS WERE ESTABLISHED.  THE
 LE0446'STATION MARK IS 31.7 FEET NORTH OF CENTER LINE OF ROAD, 5.7 FEET
 LE0446'SOUTH OF RIGHT-OF-WAY FENCE LINE, AND PROJECTS 3-INCHES ABOVE
 LE0446'GROUND, STAMPED DAVIS 1934.
 LE0446'
 LE0446'THE LA PLACE AZIMUTH MARK HAS RECENTLY BEEN DESTROYED BY THE
 LE0446'CONSTRUCTION OF A NEW ROAD.
 LE0446'
 LE0446'AZIMUTH MARK IS APPROX. 0.4 MILE WEST, 115 FEET SOUTHWEST OF
 LE0446'SOUTHWEST CORNER OF LARGE HOUSE, 35.0 FEET NORTH OF CENTER LINE
 LE0446'OF ROAD, 4.40 FEET NORTH OF POWER LINE POLE AT DRIVEWAY TO HOUSE,
 LE0446'1.30 FEET EAST OF THE NORTH-SOUTH YARD FENCE LINE, PROJECTS ABOUT
 LE0446'6-INCHES AND IS STAMPED DAVIS AZIMUTH 1934.
 LE0446'
 LE0446'REFERENCE MARK NO. 3 IS 96.35 FEET SOUTHEAST OF
 LE0446'STATION, 37.0 FEET SOUTH OF CENTER LINE OF ROAD, IN RIGHT-OF-WAY
 LE0446'FENCE LINE, PROJECTS ABOUT 4-INCHES AND IS STAMPED DAVIS NO.3
 LE0446'1952.
 LE0446'
 LE0446'REFERENCE MARK NO.4 IS 93.14 FEET SOUTHWEST OF
 LE0446'STATION, 37.0 FEET SOUTH OF CENTER LINE OF ROAD, IN RIGHT-OF-WAY
 LE0446'FENCE LINE, PROJECTS ABOUT 4-INCHES, STAMPED DAVIS NO.4 1952.
 LE0446'DISTANCE BETWEEN REFERENCE MARKS IS 132.40 FEET.
 LE0446
 LE0446                          STATION RECOVERY (1974)
 LE0446
 LE0446'RECOVERY NOTE BY US ENGINEERS 1974
 LE0446'STATION FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 LE0446'REMOVED DUE TO ROAD CONSTRUCTION.
 LE0446
 LE0446                          STATION RECOVERY (1974)
 LE0446
 LE0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LE0446'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 LE0446'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 LE0446'SEARCHED FOR AND NOT FOUND AND IT IS BELIEVED THIS MARK WAS
 LE0446'DESTROYED BY ROAD CONSTRUCTION.  THE LA PLACE AZIMUTH MARK WAS
 LE0446'REPORTED DESTROYED IN 1951 AND THE DISK WAS RETURNED TO NATIONAL
 LE0446'GEODETIC SURVEY OFFICE.  REFERENCE MARK 5 WAS ESTABLISHED THIS
 LE0446'DATE FOR AN AZIMUTH MARK.
 LE0446'
 LE0446'A NEW DESCRIPTION FOLLOWS-
 LE0446'
 LE0446'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH OF BLOOMFIELD, ON THE
 LE0446'NORTH RIGHT-OF-WAY OF A COUNTY ROAD, IN THE SOUTHWEST QUARTER OF
 LE0446'SEC. 29, T 70 N, R 13 W.
 LE0446'
 LE0446'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 AND STATE
 LE0446'HIGHWAY 2 AT THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 LE0446'BLOOMFIELD, GO NORTH ON HIGHWAY 63 FOR 3.55 MILES TO STATE
 LE0446'HIGHWAY 273 ON THE LEFT.  CONTINUE NORTH ON HIGHWAY 63 FOR 2.25
 LE0446'MILE TO A CROSSROAD AND REFERENCE MARK 5 IN THE SOUTHEAST ANGLE
 LE0446'OF THE INTERSECTION.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD
 LE0446'FOR 0.6 MILE TO THE STATION ON THE LEFT.
 LE0446'
 LE0446'THE STATION MARK IS A STANDARD DISK STAMPED DAVIS 1934, SET IN
 LE0446'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 LE0446'INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET NORTH OF THE
 LE0446'CENTER OF THE GRAVELED ROAD, 5.5 FEET SOUTH OF AN EAST-WEST
 LE0446'FENCELINE AND 2.5 FEET WEST OF A METAL WITNESS POST.
 LE0446'
 LE0446'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DAVIS NO 3 1952, SET
 LE0446'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 LE0446'INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET SOUTH OF THE
 LE0446'CENTER OF THE GRAVELED ROAD AND 1 FOOT SOUTHEAST OF A METAL
 LE0446'WITNESS POST.
 LE0446'
 LE0446'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DAVIS NO 4 1952, SET
 LE0446'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 LE0446'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET SOUTH
 LE0446'OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT SOUTHWEST OF A
 LE0446'METAL WITNESS POST.
 LE0446'
 LE0446'REFERENCE MARK 5 IS A STANDARD DISK STAMPED DAVIS 1934 NO 5 1974
 LE0446'AZ, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A
 LE0446'STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE WITH
 LE0446'GRAVEL AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 38 FEET
 LE0446'SOUTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD, 11 FEET
 LE0446'NORTH-NORTHWEST OF A POWER POLE, 9.5 FEET NORTH OF A CONCRETE
 LE0446'HIGHWAY RIGHT-OF-WAY MARKER, 2.8 FEET SOUTH OF ANCHOR FOR GUY
 LE0446'CABLE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 LE0446'
 LE0446'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6 MILES
 LE0446'NORTH OF BLOOMFIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0939 ***********************************************************************
 OO0939  DESIGNATION -  DAVIS CORNER
 OO0939  PID         -  OO0939
 OO0939  STATE/COUNTY-  IA/HOWARD
 OO0939  USGS QUAD   -  LIME SPRINGS (1981)
 OO0939
 OO0939                         *CURRENT SURVEY CONTROL
 OO0939  ___________________________________________________________________
 OO0939* NAD 83(1996)-  43 24 09.70778(N)    092 18 59.83535(W)     ADJUSTED  
 OO0939* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 OO0939  ___________________________________________________________________
 OO0939  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 OO0939  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 OO0939
 OO0939  HORZ ORDER  -  FIRST
 OO0939
 OO0939.The horizontal coordinates were established by classical geodetic methods
 OO0939.and adjusted by the National Geodetic Survey in May 1999..
 OO0939
 OO0939.The orthometric height was scaled from a topographic map.
 OO0939
 OO0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0939
 OO0939.The geoid height was determined by GEOID03.
 OO0939
 OO0939;                    North         East     Units Scale Factor Converg.
 OO0939;SPC IA N     - 1,212,026.006 1,595,860.850   MT  1.00002769   +0 48 07.3
 OO0939;SPC MN S     -   146,150.461   936,369.111   MT  1.00010416   +1 10 47.7
 OO0939;UTM  15      - 4,805,761.906   555,336.038   MT  0.99963767   +0 28 10.5
 OO0939
 OO0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0939!SPC IA N     -   0.99994045  x   1.00002769  =   0.99996814
 OO0939!SPC MN S     -   0.99994045  x   1.00010416  =   1.00004461
 OO0939!UTM  15      -   0.99994045  x   0.99963767  =   0.99957814
 OO0939
 OO0939|---------------------------------------------------------------------|
 OO0939| PID    Reference Object                     Distance      Geod. Az  |
 OO0939|                                                           dddmmss.s |
 OO0939| CI6183 DAVIS CORNER RM 1                    40.657 METERS 03729     |
 OO0939| OO0900 CRESCO HIGH SCHOOL CUPOLA           APPROX.16.9 KM 1002923.8 |
 OO0939| OO0898 CRESCO HOWARD CO CTHSE STEEPLE      APPROX.16.6 KM 1011227.7 |
 OO0939| OO0904 CRESCO ST JOSEPH CATH CH SPIRE      APPROX.16.8 KM 1011555.4 |
 OO0939| OO0905 CRESCO INTERSTATE POWER CO STK      APPROX.16.4 KM 1013904.2 |
 OO0939| OO0901 CRESCO FARMERS CREAMERY CO STK      APPROX.16.2 KM 1020108.7 |
 OO0939| OO0902 CRESCO MUNICIPAL TANK               APPROX.16.3 KM 1021014.7 |
 OO0939| CI6182 DAVIS CORNER AZ MK                                 1273212.1 |
 OO0939| CI6184 DAVIS CORNER RM 2                    30.642 METERS 12740     |
 OO0939| OO0941 DAVIS CORNER ST MARTIN LUTH CH      APPROX. 3.8 KM 1573021.3 |
 OO0939| OO1024 LE ROY MUNICIPAL TANK               APPROX.19.4 KM 3082031.8 |
 OO0939|---------------------------------------------------------------------|
 OO0939
 OO0939                          SUPERSEDED SURVEY CONTROL
 OO0939
 OO0939  NAD 83(1996)-  43 24 09.70778(N)    092 18 59.83536(W) AD(       ) 1
 OO0939  NAD 83(1986)-  43 24 09.70092(N)    092 18 59.83362(W) AD(       ) 1
 OO0939  NAD 27      -  43 24 09.81600(N)    092 18 59.21700(W) AD(       ) 1
 OO0939
 OO0939.Superseded values are not recommended for survey control.
 OO0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0939.See file dsdata.txt to determine how the superseded data were derived.
 OO0939
 OO0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5533605762(NAD 83)
 OO0939_MARKER: DS = TRIANGULATION STATION DISK
 OO0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0939_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0939
 OO0939  HISTORY     - Date     Condition        Report By
 OO0939  HISTORY     - 1934     MONUMENTED       CGS
 OO0939
 OO0939                          STATION DESCRIPTION
 OO0939
 OO0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0939'STATION IS ABOUT 10 MILES WNW OF CRESCO, ABOUT 3-1/2 MILES SW
 OO0939'OF LIME SPRINGS, ABOUT 2-1/2 MILES NW OF DAVIS CORNERS, IN SE
 OO0939'1/4 SEC. 12, T 99 N, R 13 W, ON LAND OWNED BY THE TRAVELERS
 OO0939'INSURANCE COMPANY.  THE MARK IS SET IN THE E SECTION OF FARMYARD,
 OO0939'52 FEET W OF THE CENTER OF THE ROAD, 109 FEET E OF THE NE CORNER
 OO0939'OF THE HOUSE, 37 FEET NNW OF A 24-INCH OAK TREE, 34 FEET SSE OF
 OO0939'A 20-INCH OAK TREE, 20-1/2 FEET W OF E-W FENCE LINE, 59-1/2
 OO0939'FEET SSW OF THE NE CORNER OF THE FARMYARD.  MARK PROJECTS
 OO0939'2 INCHES.  UNDERGROUND MARK IS STAMPED DAVIS - 1934.
 OO0939'
 OO0939'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OO0939'BRONZE DISKS SET IN CONCRETE.
 OO0939'
 OO0939'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE E EDGE OF THE
 OO0939'RIGHT-OF-WAY OF N-S ROAD, 27 FEET E OF THE CENTER OF THE ROAD,
 OO0939'3 FEET W OF THE FENCE LINE.  MARK PROJECTS 7 INCHES.
 OO0939'
 OO0939'REFERENCE MARK NO. 2 IS SE OF THE STATION ON THE E EDGE OF THE
 OO0939'RIGHT-OF-WAY, 28 FEET E OF THE CENTER OF THE ROAD, 3 FEET W
 OO0939'OF THE FENCE LINE, 41 FEET S OF A LARGE HEDGE APPLE TREE.
 OO0939'THE MARK PROJECTS 8 INCHES.
 OO0939'
 OO0939'AZIMUTH MARK IS SE OF THE STATION IN THE S EDGE OF A CULTIVATED
 OO0939'FIELD NEAR THE N EDGE OF THE RIGHT-OF-WAY OF E-W ROAD.  IT IS
 OO0939'9 INCHES N OF THE RIGHT-OF-WAY FENCE, 34 FEET N OF THE CENTER
 OO0939'OF THE ROAD, AND PROJECTS 10 INCHES.  TO REACH GO S FOR 0.25
 OO0939'MILE THEN E 0.2 MILE.
 OO0939'
 OO0939'TO REACH STATION FROM CRESCO GO W ON STATE HIGHWAY 9 FOR 9
 OO0939'MILES TO DAVIS CORNERS AND JUNCTION WITH STATE HIGHWAY 59,
 OO0939'GO N ON STATE HIGHWAY 59 FOR 2.0 MILES TO CROSSROADS.  HERE TURN
 OO0939'W AND GO 0.9 MILE TO T-INTERSECTION.  GO N FOR 0.25 MILE TO
 OO0939'FARMHOUSE AND STATION ON THE W OF THE ROAD.
 OO0939'
 OO0939'ALL LIGHTS CAME INTO VIEW AT 45 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0941 ***********************************************************************
 OO0941  DESIGNATION -  DAVIS CORNER ST MARTIN LUTH CH
 OO0941  PID         -  OO0941
 OO0941  STATE/COUNTY-  IA/HOWARD
 OO0941  USGS QUAD   -  LOURDES (1981)
 OO0941
 OO0941                         *CURRENT SURVEY CONTROL
 OO0941  ___________________________________________________________________
 OO0941* NAD 83(1996)-  43 22 15.76816(N)    092 17 55.16246(W)     ADJUSTED  
 OO0941* NAVD 88     -                                                        
 OO0941  ___________________________________________________________________
 OO0941  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 OO0941  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 OO0941
 OO0941  HORZ ORDER  -  THIRD
 OO0941
 OO0941.The horizontal coordinates were established by classical geodetic methods
 OO0941.and adjusted by the National Geodetic Survey in May 1999..
 OO0941
 OO0941
 OO0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0941
 OO0941.The geoid height was determined by GEOID03.
 OO0941
 OO0941;                    North         East     Units Scale Factor Converg.
 OO0941;SPC IA N     - 1,208,530.489 1,597,365.970   MT  1.00002074   +0 48 51.1
 OO0941;UTM  15      - 4,802,259.064   556,820.275   MT  0.99963971   +0 28 53.9
 OO0941
 OO0941                          SUPERSEDED SURVEY CONTROL
 OO0941
 OO0941  NAD 83(1996)-  43 22 15.76812(N)    092 17 55.16246(W) AD(       ) 4
 OO0941  NAD 83(1986)-  43 22 15.76161(N)    092 17 55.16087(W) AD(       ) 4
 OO0941  NAD 27      -  43 22 15.88000(N)    092 17 54.55000(W) AD(       ) 3
 OO0941
 OO0941.Superseded values are not recommended for survey control.
 OO0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0941.See file dsdata.txt to determine how the superseded data were derived.
 OO0941
 OO0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5682002259(NAD 83)
 OO0941_MARKER: 90 = CHURCH SPIRE
 OO0941
 OO0941  HISTORY     - Date     Condition        Report By
 OO0941  HISTORY     - 1934     FIRST OBSERVED   CGS
 OO0941
 OO0941                          STATION DESCRIPTION
 OO0941
 OO0941'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0440 ***********************************************************************
 LE0440  DESIGNATION -  DAVIS COUNTY FARM TANK
 LE0440  PID         -  LE0440
 LE0440  STATE/COUNTY-  IA/DAVIS
 LE0440  USGS QUAD   -  PULASKI (1979)
 LE0440
 LE0440                         *CURRENT SURVEY CONTROL
 LE0440  ___________________________________________________________________
 LE0440* NAD 83(1996)-  40 43 14.57838(N)    092 21 25.98316(W)     ADJUSTED  
 LE0440* NAVD 88     -                                                        
 LE0440  ___________________________________________________________________
 LE0440  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 LE0440  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 LE0440
 LE0440  HORZ ORDER  -  THIRD
 LE0440
 LE0440.The horizontal coordinates were established by classical geodetic methods
 LE0440.and adjusted by the National Geodetic Survey in May 1999..
 LE0440
 LE0440
 LE0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0440
 LE0440.The geoid height was determined by GEOID03.
 LE0440
 LE0440;                    North         East     Units Scale Factor Converg.
 LE0440;SPC IA S     -    80,668.624   596,548.519   MT  0.99998326   +0 45 09.9
 LE0440;UTM  15      - 4,507,953.326   554,286.701   MT  0.99963627   +0 25 09.6
 LE0440
 LE0440                          SUPERSEDED SURVEY CONTROL
 LE0440
 LE0440  NAD 83(1986)-  40 43 14.58522(N)    092 21 25.99735(W) AD(       ) 4
 LE0440  NAD 27      -  40 43 14.49900(N)    092 21 25.33900(W) AD(       ) 3
 LE0440
 LE0440.Superseded values are not recommended for survey control.
 LE0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0440.See file dsdata.txt to determine how the superseded data were derived.
 LE0440
 LE0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF5428707953(NAD 83)
 LE0440_MARKER: 53 = ELEVATED TANK
 LE0440
 LE0440  HISTORY     - Date     Condition        Report By
 LE0440  HISTORY     - 1934     FIRST OBSERVED   CGS
 LE0440
 LE0440                          STATION DESCRIPTION
 LE0440
 LE0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0440'STATION IS THE CENTER OF THE BALL ON TOP OF THE SMALL SILVER, STEEL
 LE0440'WATER TANK AT THE DAVIS COUNTY FARM.  IT IS ABOUT 1/2 MILE N OF
 LE0440'STATE HIGHWAY 3 AT A POINT ABOUT 4-1/2 MILES SE (ALONG THE HIGHWAY)
 LE0440'FROM BLOOMFIELD.
 LE0440'
 LE0440'THE TANK IS ABOUT 80 FEET HIGH AND IS NOT VERY PROMINENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1066 ***********************************************************************
 MJ1066  DESIGNATION -  DAWSON RESET
 MJ1066  PID         -  MJ1066
 MJ1066  STATE/COUNTY-  IA/DALLAS
 MJ1066  USGS QUAD   -  DAWSON (1982)
 MJ1066
 MJ1066                         *CURRENT SURVEY CONTROL
 MJ1066  ___________________________________________________________________
 MJ1066* NAD 83(1996)-  41 49 11.99950(N)    094 13 55.73773(W)     ADJUSTED  
 MJ1066* NAVD 88     -       319.24   (+/-2cm)    1047.4    (feet)  VERTCON   
 MJ1066  ___________________________________________________________________
 MJ1066  LAPLACE CORR-          -9.45  (seconds)                    DEFLEC99
 MJ1066  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 MJ1066
 MJ1066  HORZ ORDER  -  FIRST
 MJ1066  VERT ORDER  -  THIRD ? (See Below)
 MJ1066
 MJ1066.The horizontal coordinates were established by classical geodetic methods
 MJ1066.and adjusted by the National Geodetic Survey in May 1999..
 MJ1066
 MJ1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1066.The vertical order pertains to the NGVD 29 superseded value.
 MJ1066
 MJ1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1066
 MJ1066.The geoid height was determined by GEOID03.
 MJ1066
 MJ1066;                    North         East     Units Scale Factor Converg.
 MJ1066;SPC IA S     -   202,371.547   439,170.528   MT  1.00000672   -0 28 56.2
 MJ1066;SPC IA N     - 1,035,808.296 1,439,167.699   MT  1.00005391   -0 29 46.4
 MJ1066;UTM  15      - 4,630,525.078   397,668.356   MT  0.99972886   -0 49 18.0
 MJ1066
 MJ1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1066!SPC IA S     -   0.99995434  x   1.00000672  =   0.99996106
 MJ1066!SPC IA N     -   0.99995434  x   1.00005391  =   1.00000825
 MJ1066!UTM  15      -   0.99995434  x   0.99972886  =   0.99968321
 MJ1066
 MJ1066:                Primary Azimuth Mark                     Grid Az
 MJ1066:SPC IA S     -  RIPPEY MUNICIPAL TANK                    011 57 42.1
 MJ1066:SPC IA N     -  RIPPEY MUNICIPAL TANK                    011 58 32.3
 MJ1066:UTM  15      -  RIPPEY MUNICIPAL TANK                    012 18 03.9
 MJ1066
 MJ1066|---------------------------------------------------------------------|
 MJ1066| PID    Reference Object                     Distance      Geod. Az  |
 MJ1066|                                                           dddmmss.s |
 MJ1066| MJ1068 RIPPEY MUNICIPAL TANK               APPROX.12.7 KM 0112845.9 |
 MJ1066| CL6353 DAWSON RM 1                          27.753 METERS 03910     |
 MJ1066| MH0692 WOODWARD ST EPILEPTIC FARM STK      APPROX.27.3 KM 0772222.7 |
 MJ1066| MH0694 WOODWARD ST EPILEPTIC FARM TK       APPROX.27.4 KM 0772556.7 |
 MJ1066| MJ1061 PERRY MUNICIPAL STANDPIPE           APPROX.11.5 KM 0785619.3 |
 MJ1066| MJ1062 PERRY IOWA RR AND LIGHT CO STK      APPROX.10.4 KM 0792314.8 |
 MJ1066| MH0695 WOODWARD MUNICIPAL TANK             APPROX.26.2 KM 0803852.6 |
 MJ1066| CL6355 DAWSON RM 3                          19.965 METERS 08540     |
 MJ1066| CL6354 DAWSON RM 2 AZIMUTH                                0871339.8 |
 MJ1066| MJ1073 YALE MUNICIPAL TANK                 APPROX.11.4 KM 2435016.3 |
 MJ1066|---------------------------------------------------------------------|
 MJ1066
 MJ1066                          SUPERSEDED SURVEY CONTROL
 MJ1066
 MJ1066  NAD 83(1986)-  41 49 11.99584(N)    094 13 55.74149(W) AD(       ) 1
 MJ1066  NAD 27      -  41 49 12.04600(N)    094 13 54.87800(W) AD(       ) 1
 MJ1066  NGVD 29 (07/19/86)  319.20   (m)         1047.2    (f) LEVELING    3  
 MJ1066
 MJ1066.Superseded values are not recommended for survey control.
 MJ1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1066.See file dsdata.txt to determine how the superseded data were derived.
 MJ1066
 MJ1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG9766830525(NAD 83)
 MJ1066_MARKER: DS = TRIANGULATION STATION DISK
 MJ1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1066
 MJ1066  HISTORY     - Date     Condition        Report By
 MJ1066  HISTORY     - 1930     MONUMENTED       CGS
 MJ1066  HISTORY     - 1934     GOOD             IOWAGS
 MJ1066  HISTORY     - 1948     GOOD             USGS
 MJ1066  HISTORY     - 1968     MARK NOT FOUND   CGS
 MJ1066  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MJ1066  HISTORY     - 19910613 GOOD             USPSQD
 MJ1066
 MJ1066                          STATION DESCRIPTION
 MJ1066
 MJ1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MJ1066'STATION IS ABOUT 1-3/4 MILES S, AND 1/2 MILE W OF DAWSON.  STATION
 MJ1066'IS ABOUT 30 FEET W OF THE NE CORNER OF THE NE 1/4 OF THE NW 1/4
 MJ1066'OF SECTION 21, DALLAS TOWNSHIP.  IT IS ABOUT 20 FEET S OF THE
 MJ1066'CENTER LINE OF THE SECTION-LINE ROAD WHICH RUNS E AND W ON THE N
 MJ1066'SIDE OF SECTION 21.  THE MARK IS ABOUT 4 INCHES ABOVE THE
 MJ1066'SURFACE.
 MJ1066'
 MJ1066'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 MJ1066'SET IN CONCRETE.
 MJ1066'
 MJ1066'REFERENCE MARK NO. 1 IS IN A FENCE IN EXTREME SE CORNER OF SE
 MJ1066'1/4 OF SW 1/4 OF SECTION 16, THE SECTION ACROSS THE ROAD FROM THE
 MJ1066'STATION.  REFERENCE MARK NO. 2 IS IN SECTION 16, ABOUT 1/4 MILE E
 MJ1066'OF REFERENCE MARK NO. 1 ON A FENCE LINE ON N SIDE OF ROAD AT THE
 MJ1066'SW CORNER OF A PROMINENT MAPLE GROVE.
 MJ1066'
 MJ1066'REACHED FROM DAWSON BY GRAVELED ROAD S 1-3/4 MILES TO A CORNER,
 MJ1066'THENCE W ON DIRT ROAD 1/2 MILE TO TOP OF RISE.
 MJ1066'
 MJ1066'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MJ1066
 MJ1066                          STATION RECOVERY (1934)
 MJ1066
 MJ1066'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MJ1066'STATION MARK IS A BRONZE DISK SET IN CONCRETE FLUSH WITH GROUND
 MJ1066'MARKED DAWSON 1930.  IT IS LOCATED NEAR N 1/4 CORNER OF SECTIONS
 MJ1066'21-81-29 ON S SIDE OF HIGHWAY, 48.8 FEET W OF 48-INCH MAPLE TREE,
 MJ1066'63.6 FEET W OF N AND S 1/4 LINE AND 3.2 FEET S OF S HIGHWAY FENCE.
 MJ1066'
 MJ1066'REFERENCE MARK NO. 1, ON N SIDE OF HIGHWAY INSIDE FIELD, NEAR
 MJ1066'S 1/4 CORNER SECTIONS 16-81-29, 4.0 FEET W OF N AND S 1/4 LINE AND
 MJ1066'4.0 FEET N OF S HIGHWAY FENCE.  REFERENCE MARK NO. 2 ON N SIDE OF
 MJ1066'HIGHWAY AGAINST N FENCE OF HIGHWAY AT SW CORNER OF SE 1/4 OF SE
 MJ1066'1/4 SECTIONS 16-81-29, 4.8 FEET E TO 1/4 LINE AND 3.8 FEET E OF
 MJ1066'CENTER LINE OF W ROW OF TREES AT W SIDE OF GROVE.
 MJ1066
 MJ1066                          STATION RECOVERY (1948)
 MJ1066
 MJ1066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948 (MVT)
 MJ1066'DISTANCES IN DESCRIPTION DO NOT FIT PRESENT LOCATION.  R.M. 1 LOST.
 MJ1066'NEW DESCRIPTION FOLLOWS--
 MJ1066'
 MJ1066'1-3/4 MILES S AND 1/2 MILE W OF DAWSON, AT T. 81 N., R. 29 W.,
 MJ1066'64.5 FEET W OF A T-FENCE S, AT THE 1/4 COR. SECS. 16 AND 21, 36
 MJ1066'FEET S OF CENTER LINE OF ROAD, 5 FEET S OF ROAD FENCE, AND 2 INCHES
 MJ1066'BENEATH SURFACE OF GROUND.  STATION MARK IS A BRONZE STATION DISK
 MJ1066'STAMPED TRIANGULATION STATION DAWSON 1930.
 MJ1066'
 MJ1066'R.M. 2 FOUND SATISFACTORY AS DESCRIBED.
 MJ1066
 MJ1066                          STATION RECOVERY (1968)
 MJ1066
 MJ1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 MJ1066'THE STATION SITE WAS VISITED AND THE STATION MARK WAS NOT FOUND.
 MJ1066'MEASUREMENTS NOW PLACE STATION IN THE SOUTH ROAD DITCH.  THE
 MJ1066'DISTANCE FROM R.M. 1 AND THE ANGLE BETWEEEN R.M. 1 AND R.M. 2
 MJ1066'WAS MEASURED AND THE POINT DETERMINED, WHICH WAS IN THE CENTER
 MJ1066'OF THE SOUTH ROAD DITCH, WAS PRODDED TO A DEPTH OF 2 FEET AND NO
 MJ1066'SIGN OF THE SURFACE OR UNDERGROUND MARK WAS FOUND.
 MJ1066'
 MJ1066'R.M. 1 IS A STANDARD DISK, STAMPED DAWSON NO 1 1930, SET IN THE
 MJ1066'TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 MJ1066'IT IS IN A GATE IN THE NORTH RIGHT-OF-WAY FENCE, 35.5 FEET NORTH
 MJ1066'OF THE CENTER OF THE ROAD, 14.7 FEET EAST OF THE WEST GATE POST,
 MJ1066'14.6 FEET WEST-NORTHWEST OF POWER LINE POLE AND 8.4 FEET WEST OF
 MJ1066'THE EAST GATE POST.  R.M. 2 IS A STANDARD DISK, STAMPED DAWSON
 MJ1066'NO 2 1930, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 MJ1066'PROJECTS 8 INCHES.  IT IS 40 FEET NORTH OF THE CENTER OF THE
 MJ1066'ROAD, 23.4 FEET SOUTH OF THE SOUTH MOST PINE IN THE WEST MOST ROW
 MJ1066'OF PINES, 12.0 FEET EAST-NORTHEAST OF EAST GATE POST WHICH IS ALSO
 MJ1066'FENCE CORNER POST AND 48 PACES SOUTHWEST OF THE SOUTHWEST
 MJ1066'CORNER OF WHITE HOUSE.
 MJ1066'
 MJ1066'TO REACH THE STATION FROM THE JUNCTION OF S.H. 335 AND 141 JUST
 MJ1066'SOUTH OF DAWSON, GO SOUTH FOR 1.0 MILE, THENCE RIGHT, WEST 0.25
 MJ1066'MILE TO R.M. 2 ON THE RIGHT, THENCE WEST 0.25 MILE TO R.M. 1
 MJ1066'ON THE RIGHT.
 MJ1066'
 MJ1066'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 MI.
 MJ1066'SOUTH-SOUTHWEST OF DAWSON
 MJ1066
 MJ1066                          STATION RECOVERY (1968)
 MJ1066
 MJ1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MJ1066'THE STATION SURFACE MARK WAS FOUND DESTROYED.  THE UNDERGROUND
 MJ1066'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 MJ1066'MARK NO. 1 WAS RECOVERED BUT THE MARK MUST OF BEEN RESET AT A
 MJ1066'NEW LOCATION BECAUSE THE DISTANCE FAILED TO CHECK BY 2.353 METERS
 MJ1066'AND THE DIRECTION DID NOT CHECK.  REFERENCE MARK NO. 2 (AZIMUTH
 MJ1066'MARK) WAS RECOVERED AND FOUND IN GOOD CONDITION.
 MJ1066'
 MJ1066'SINCE THE STATION IS IN A CULTIVATED FIELD THE UNDERGROUND MARK WAS
 MJ1066'LOWERED VERTICALLY, A NEW SURFACE MARK WAS SET, AND REFERENCE MARK
 MJ1066'NO. 3 WAS ALSO SET.
 MJ1066'
 MJ1066'FOLLOWING IS A COMPLETE DESCRIPTION.
 MJ1066'
 MJ1066'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 141 AND
 MJ1066'335 WHICH IS ABOUT 1/2 MILE SOUTH OF DAWSON, GO SOUTH ON A SURFACED
 MJ1066'ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A
 MJ1066'GRAVELED ROAD FOR 0.25 MILE TO A FIELD ROAD ON THE RIGHT AND THE
 MJ1066'AZIMUTH MARK (REFERENCE MARK NO. 2) ON THE RIGHT NEAR THE
 MJ1066'SOUTHWEST SIDE OF A GROVE OF PINE TREES.  CONTINUE WEST ON THE
 MJ1066'GRAVELED ROAD FOR 0.25 MILE TO FIELD ENTRANCE ON BOTH SIDES OF
 MJ1066'ROAD AND THE STATION ON THE LEFT.
 MJ1066'
 MJ1066'STATION MARKS ARE STANDARD DISK STAMPED DAWSON 1930 1968.  THE
 MJ1066'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 MJ1066'14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 64.5 FEET WEST
 MJ1066'OF THE 1/4 CORNER OF SECTIONS 16 AND 21, 36 FEET SOUTH OF THE
 MJ1066'CENTER OF ROAD, 35 FEET WEST OF THE EAST BRACE POST AT THE WEST
 MJ1066'SIDE OF A FIELD ENTRANCE, AND 5 FEET SOUTH OF A METAL WITNESS
 MJ1066'POST SET IN AN EAST-WEST FENCELINE.  THE UNDERGROUND DISK IS
 MJ1066'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 MJ1066'THE SURFACE OF THE GROUND.
 MJ1066'
 MJ1066'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAWSON NO. 1 1930, IS
 MJ1066'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 MJ1066'SURFACE OF THE GROUND.  IT IS 36 FEET NORTH OF THE CENTER OF THE
 MJ1066'ROAD, 14 FEET WEST-NORTHWEST OF A POWERLINE POLE, 8 FEET
 MJ1066'WEST-NORTHWEST OF A BRACE POST, AND SET IN A FIELD ENTRANCE.
 MJ1066'
 MJ1066'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DAWSON 1930 NO. 3 1968,
 MJ1066'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 MJ1066'IT IS 32 FEET SOUTH OF THE CENTER OF THE ROAD, AND 1 FOOT NORTH
 MJ1066'OF THE EAST POST AT THE EAST SIDE OF A FIELD ENTRANCE.
 MJ1066'
 MJ1066'REFERENCE MARK NO. 2 (AZIMUTH MARK), A STANDARD DISK STAMPED
 MJ1066'DAWSON NO. 2 1930, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 MJ1066'WHICH PROJECTS 6 INCHES.  IT IS 38 FEET NORTH OF THE CENTER OF
 MJ1066'THE ROAD, 20 FEET EAST-NORTHEAST OF THE CENTER OF A FIELD
 MJ1066'ENTRANCE, AND AT THE SOUTHWEST SIDE OF A GROVE OF PINE TREES.
 MJ1066'
 MJ1066'NOTE--THE STATION IS ON LAND OWNED BY MR. VERLE MERLEKADING WHO
 MJ1066'LIVES 0.25 MILE EAST OF THE STATION AT THE SITE OF REFERENCE
 MJ1066'MARK NO. 2.
 MJ1066'
 MJ1066'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 MILES
 MJ1066'SOUTH-SOUTHWEST OF DAWSON.
 MJ1066
 MJ1066                          STATION RECOVERY (1991)
 MJ1066
 MJ1066'RECOVERY NOTE BY US POWER SQUADRON 1991 (CJP)
 MJ1066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9357 ***********************************************************************
 DF9357  SACS        -  This is a Secondary Airport Control Station.
 DF9357  DESIGNATION -  DBQ A
 DF9357  PID         -  DF9357
 DF9357  STATE/COUNTY-  IA/DUBUQUE
 DF9357  USGS QUAD   -  DUBUQUE SOUTH (1972)
 DF9357
 DF9357                         *CURRENT SURVEY CONTROL
 DF9357  ___________________________________________________________________
 DF9357* NAD 83(1996)-  42 23 49.43883(N)    090 42 40.06563(W)     ADJUSTED  
 DF9357* NAVD 88     -       314.09   (meters)    1030.5    (feet)  GPS OBS   
 DF9357  ___________________________________________________________________
 DF9357  X           -     -58,550.991 (meters)                     COMP
 DF9357  Y           -  -4,717,218.356 (meters)                     COMP
 DF9357  Z           -   4,278,467.698 (meters)                     COMP
 DF9357  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 DF9357  ELLIP HEIGHT-         281.77  (meters)          (12/17/03) GPS OBS
 DF9357  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 DF9357
 DF9357  HORZ ORDER  -  FIRST
 DF9357  ELLP ORDER  -  FOURTH    CLASS II
 DF9357
 DF9357.This mark is at Dubuque Regional Airport (DBQ)
 DF9357
 DF9357.The horizontal coordinates were established by GPS observations
 DF9357.and adjusted by the National Geodetic Survey in December 2003..
 DF9357
 DF9357.The orthometric height was determined by GPS observations and a
 DF9357.high-resolution geoid model.
 DF9357
 DF9357.GPS derived orthometric heights for airport stations designated as
 DF9357.PACS or SACS are published to 2 decimal places.  This maintains
 DF9357.centimeter relative accuracy between the PACS and SACS.  It does
 DF9357.not indicate centimeter accuracy relative to other marks which are
 DF9357.part of the NAVD 88 network.
 DF9357
 DF9357.Photographs are available for this station.
 DF9357
 DF9357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9357
 DF9357.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9357
 DF9357.The ellipsoidal height was determined by GPS observations
 DF9357.and is referenced to NAD 83.
 DF9357
 DF9357.The geoid height was determined by GEOID03.
 DF9357
 DF9357;                    North         East     Units Scale Factor Converg.
 DF9357;SPC IA N     - 1,103,429.508 1,729,566.404   MT  0.99995646   +1 53 24.5
 DF9357;UTM  15      - 4,696,401.371   688,380.449   MT  1.00003664   +1 32 37.5
 DF9357
 DF9357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9357!SPC IA N     -   0.99995581  x   0.99995646  =   0.99991227
 DF9357!UTM  15      -   0.99995581  x   1.00003664  =   0.99999245
 DF9357
 DF9357                          SUPERSEDED SURVEY CONTROL
 DF9357
 DF9357.No superseded survey control is available for this station.
 DF9357
 DF9357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG8838096401(NAD 83)
 DF9357_MARKER: DT = TOPOGRAPHIC STATION DISK
 DF9357_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF9357_SP_SET: STORM DRAIN
 DF9357_STAMPING: DBQ A 2003
 DF9357_MARK LOGO: NGS   
 DF9357_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF9357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9357+STABILITY: SURFACE MOTION
 DF9357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9357+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2003
 DF9357
 DF9357  HISTORY     - Date     Condition        Report By
 DF9357  HISTORY     - 20031031 MONUMENTED       NGS
 DF9357  HISTORY     - 20031021 GOOD             NGS
 DF9357
 DF9357                          STATION DESCRIPTION
 DF9357
 DF9357'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (SEB)
 DF9357'THE STATION IS LOCATED ON THE DUBUQUE REGIONAL AIRPORT, ABOUT 8 MILES
 DF9357'SOUTH OF
 DF9357'DUBUQUE,  ON THE EAST SIDE OF RUNWAY 36, NORTH OF THE HOLD BARS OF
 DF9357'TAXIWAY E IN THE
 DF9357'SOUTHEAST CORNER OF A STORM DRAIN.   OWNERSHIP--DUBUQUE REGIONAL
 DF9357'AIRPORT,11000
 DF9357'AIRPORT ROAD DUBUQUE, IOWA 52003-9597,  PHONE--563- 589- 4236, DAN
 DF9357'KLAAS AIRPORT
 DF9357'OPERATIONS SPECIALIST.
 DF9357' 
 DF9357'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS 20 AND 61 IN
 DF9357'DUBUQUE GO
 DF9357'7.0 MILES SOUTH ALONG HIGHWAY 61 TO AIRPORT ROAD, TURN LEFT,
 DF9357'NORTHWEST, GO 0.5 MILES
 DF9357'ALONG AIRPORT ROAD TO THE MANAGERS OFFICE, THE FIRST YELLOW BULDGING
 DF9357'ON THE LEFT,
 DF9357'WEST OF THE FIRE HOUSE AND MAINTAINCE BUILDING.  FROM THE MANAGERS
 DF9357'OFFICE CONTINUE
 DF9357'WEST 0.4 MILE TO TO A FIELD SECURITY GATE,  GO 0.1 MILE SOUTHWEST,
 DF9357'PASSING THROUGH THE
 DF9357'GATE AND ALONG ACCESS RAMP, TURN LEFT, SOUTHEAST, GO 0.1 MILE ALONG
 DF9357'TAXIWAY RAMP TO
 DF9357'THE TOWER,  TURN RIGHT,SOUTHWEST, GO 0.25 MILE ACROSS THE APRON, TAXI,
 DF9357'RUNWAY 13-31, AND
 DF9357'ALONG TAXIWAY D TO THE DUBUQUE APT ARP MARK ON THE LEFT, CONITNUE 0.4
 DF9357'MILE SOUTHWEST
 DF9357'ACROSS THE GRASS TO TO THE TAXIWAY C HOLD BARS AND THE STATION ON THE
 DF9357'RIGHT IN A STORM
 DF9357'DRAIN.
 DF9357' 
 DF9357'SET NEAR THE SOUTHEAST CORNER OF AN 8 X 8-FOOT CONCRETE STORM DRAIN.
 DF9357'60 FEET WEST OF
 DF9357'TAXIWAY SIGN  C - E,  59 FEET NORTH OF THE EAST END OF THE TAXIWAY
 DF9357'HOLD BARS,  3.0 FEET
 DF9357'BELOW THE LEVEL OF THE TAXIWAY, 1.0 FOOT NORTH OF THE SOUTH EDGE OF
 DF9357'THE STORM DRAIN, 1.0
 DF9357'FOOT WEST OF THE EAST EDGE OF THE DRAIN.    THIS IS A CONTROLED
 DF9357'AIRPORT, FOR ACCESS
 DF9357'CONTACT OPERATIONS SPECIALIST 24-HOURS IN ADVANCE.
 DF9357' 
 DF9357' NOTE--THIS IS A SECONDARY AIRPORT CONTROL
 DF9357'STATION, SAC.
 DF9357'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9358 ***********************************************************************
 DF9358  SACS        -  This is a Secondary Airport Control Station.
 DF9358  DESIGNATION -  DBQ B
 DF9358  PID         -  DF9358
 DF9358  STATE/COUNTY-  IA/DUBUQUE
 DF9358  USGS QUAD   -  DUBUQUE SOUTH (1972)
 DF9358
 DF9358                         *CURRENT SURVEY CONTROL
 DF9358  ___________________________________________________________________
 DF9358* NAD 83(1996)-  42 24 00.43376(N)    090 41 57.41620(W)     ADJUSTED  
 DF9358* NAVD 88     -       325.82   (meters)    1069.0    (feet)  GPS OBS   
 DF9358  ___________________________________________________________________
 DF9358  X           -     -57,572.922 (meters)                     COMP
 DF9358  Y           -  -4,717,010.259 (meters)                     COMP
 DF9358  Z           -   4,278,726.137 (meters)                     COMP
 DF9358  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 DF9358  ELLIP HEIGHT-         293.48  (meters)          (12/17/03) GPS OBS
 DF9358  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DF9358
 DF9358  HORZ ORDER  -  FIRST
 DF9358  ELLP ORDER  -  FOURTH    CLASS II
 DF9358
 DF9358.This mark is at Dubuque Regional Airport (DBQ)
 DF9358
 DF9358.The horizontal coordinates were established by GPS observations
 DF9358.and adjusted by the National Geodetic Survey in December 2003..
 DF9358
 DF9358.The orthometric height was determined by GPS observations and a
 DF9358.high-resolution geoid model.
 DF9358
 DF9358.GPS derived orthometric heights for airport stations designated as
 DF9358.PACS or SACS are published to 2 decimal places.  This maintains
 DF9358.centimeter relative accuracy between the PACS and SACS.  It does
 DF9358.not indicate centimeter accuracy relative to other marks which are
 DF9358.part of the NAVD 88 network.
 DF9358
 DF9358.Photographs are available for this station.
 DF9358
 DF9358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9358
 DF9358.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9358
 DF9358.The ellipsoidal height was determined by GPS observations
 DF9358.and is referenced to NAD 83.
 DF9358
 DF9358.The geoid height was determined by GEOID03.
 DF9358
 DF9358;                    North         East     Units Scale Factor Converg.
 DF9358;SPC IA N     - 1,103,800.804 1,730,530.004   MT  0.99995621   +1 53 53.4
 DF9358;UTM  15      - 4,696,766.865   689,346.356   MT  1.00004113   +1 33 06.6
 DF9358
 DF9358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9358!SPC IA N     -   0.99995397  x   0.99995621  =   0.99991019
 DF9358!UTM  15      -   0.99995397  x   1.00004113  =   0.99999510
 DF9358
 DF9358                          SUPERSEDED SURVEY CONTROL
 DF9358
 DF9358.No superseded survey control is available for this station.
 DF9358
 DF9358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG8934696767(NAD 83)
 DF9358_MARKER: DH = HORIZONTAL CONTROL DISK
 DF9358_SETTING: 66 = SET IN ROCK OUTCROP
 DF9358_STAMPING: DBQ B 2003
 DF9358_MARK LOGO: NGS   
 DF9358_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF9358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF9358+STABILITY: POSITION/ELEVATION WELL
 DF9358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9358+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2003
 DF9358
 DF9358  HISTORY     - Date     Condition        Report By
 DF9358  HISTORY     - 20031031 MONUMENTED       NGS
 DF9358
 DF9358                          STATION DESCRIPTION
 DF9358
 DF9358'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (SEB)
 DF9358'THE STATION IS LOCATED ON THE DUBUQUE REGIONAL AIRPORT, ABOUT 7 MILES
 DF9358'SOUTH OF
 DF9358'DUBUQUE,  SET IN EXPOSED BEDROCK SOUTHWEST OF THE NORTHEAST AIRPORT
 DF9358'PREMETER FENCE,
 DF9358'SOUTHEAST OF THE MAINTAINCE BUILDING INLINE WITH THE NORTH EDGE OF
 DF9358'TAXIWAY A.
 DF9358'OWNERSHIP--DUBUQUE REGIONAL AIRPORT,11000 AIRPORT ROAD DUBUQUE, IOWA
 DF9358'52003-9597,
 DF9358'PHONE--563- 589- 4236, DAN KLAAS, AIRPORT OPERATIONS SPECIALIST.
 DF9358' 
 DF9358'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS 20 AND 61 IN
 DF9358'DUBUQUE GO
 DF9358'7.0 MILES SOUTH ALONG HIGHWAY 61 TO AIRPORT ROAD, TURN LEFT, WEST, GO
 DF9358'0.5  MILES
 DF9358'ALONG AIRPORT ROAD TO THE MANAGERS OFFICE, THE FIRST YELLOW BULDGING
 DF9358'ON THE LEFT,
 DF9358'WEST OF THE FIRE HOUSE AND MAINTAINCE BUILDING.  FROM THE MANAGERS
 DF9358'OFFICE GO 0.05MILE
 DF9358'SOUTHEAST TO THE FIELD ENTRANCE GATE NEXT TO THE MAINTANCE BUILDING.
 DF9358'PASS THROUGH THE
 DF9358'GATE AND GO 0.2 MILE SOUTHEAST TO THE STATION ON THE RIGHT NEAR THE
 DF9358'TOP OF A CUT INLINE
 DF9358'WITH THE NORTH EDGE OF THE TAXI LEADING TO THE TERMINAL.
 DF9358' 
 DF9358'SET IN A 6 BY 9 FOOT AREA OF EXPOSED BEDROCK, 144 FEET SOUTHEAST OF
 DF9358'THE EDGE OF A
 DF9358'TAXIWAY, 136 FEET SOUTHWEST OF THE PERIMETER FENCE, 121 FEET NORTHEAST
 DF9358'OF A TAXIWAY
 DF9358'SIGN, 10 FEET ABOVE THE LEVEL OF THE TAXI.    FOR ACCESS, CONTACT THE
 DF9358'OPERATIONS SPECIALIST
 DF9358'24-HOURS IN ADVANCE.
 DF9358' 
 DF9358'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION, SAC.
 DF9358'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0922 ***********************************************************************
 LF0922  DESIGNATION -  DD 158
 LF0922  PID         -  LF0922
 LF0922  STATE/COUNTY-  IA/MILLS
 LF0922  USGS QUAD   -  TABOR NE (1957)
 LF0922
 LF0922                         *CURRENT SURVEY CONTROL
 LF0922  ___________________________________________________________________
 LF0922* NAD 83(1986)-  40 54 57.     (N)    095 33 23.     (W)     SCALED    
 LF0922* NAVD 88     -       300.226  (meters)     984.99   (feet)  ADJUSTED  
 LF0922  ___________________________________________________________________
 LF0922  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LF0922  DYNAMIC HT  -         300.081 (meters)     984.52  (feet)  COMP
 LF0922  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 LF0922
 LF0922  VERT ORDER  -  SECOND    CLASS 0
 LF0922
 LF0922.The horizontal coordinates were scaled from a topographic map and have
 LF0922.an estimated accuracy of +/- 6 seconds.
 LF0922
 LF0922.The orthometric height was determined by differential leveling
 LF0922.and adjusted by the National Geodetic Survey in June 1991..
 LF0922
 LF0922.The geoid height was determined by GEOID03.
 LF0922
 LF0922.The dynamic height is computed by dividing the NAVD 88
 LF0922.geopotential number by the normal gravity value computed on the
 LF0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0922.degrees latitude (g = 980.6199 gals.).
 LF0922
 LF0922.The modeled gravity was interpolated from observed gravity values.
 LF0922
 LF0922;                    North         East    Units  Estimated Accuracy
 LF0922;SPC IA S     -   103,750.      326,790.      MT  (+/- 180 meters Scaled)
 LF0922
 LF0922                          SUPERSEDED SURVEY CONTROL
 LF0922
 LF0922  NGVD 29 (??/??/92)  300.132  (m)          984.68   (f) ADJ UNCH    2 0
 LF0922
 LF0922.Superseded values are not recommended for survey control.
 LF0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0922.See file dsdata.txt to determine how the superseded data were derived.
 LF0922
 LF0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF847325(NAD 83)
 LF0922_MARKER: DB = BENCH MARK DISK
 LF0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0922_STAMPING: DD 158 1949
 LF0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0922+STABILITY: SURFACE MOTION
 LF0922
 LF0922  HISTORY     - Date     Condition        Report By
 LF0922  HISTORY     - 1949     MONUMENTED       CGS
 LF0922  HISTORY     - 1950     GOOD             NGS
 LF0922
 LF0922                          STATION DESCRIPTION
 LF0922
 LF0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF0922'3.2 MI N FROM RANDOLPH.
 LF0922'0.2 MILE EAST ALONG STATE HIGHWAY 184 FROM THE SCHOOLHOUSE AT
 LF0922'RANDOLPH, THENCE 2.0 MILES NORTH ALONG AN OILED ROAD, THENCE
 LF0922'0.95 MILE NORTH ALONG COUNTY ROAD J, 0.95 MILE NORTH OF THE
 LF0922'RANDOLPH-MILLS COUNTY LINE, SET MIDWAY BETWEEN TWO CEDAR TREES,
 LF0922'79 FEET SOUTH OF A STANDARD OIL COMPANY PIPE LINE BREATHER
 LF0922'NO. M.P. 143/65, 34 FEET WEST OF THE CENTER LINE OF THE COUNTY
 LF0922'ROAD, 22 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING
 LF0922'WEST TO A FARMHOUSE, 27 FEET SOUTH OF THE CENTER LINE OF A
 LF0922'DRIVEWAY LEADING TO TOTS STEAK HOUSE, 2.3 FEET SOUTH OF A
 LF0922'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LF0922'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON1186 ***********************************************************************
 ON1186  DESIGNATION -  DECOPORT
 ON1186  PID         -  ON1186
 ON1186  STATE/COUNTY-  IA/WINNESHIEK
 ON1186  USGS QUAD   -  FREEPORT (1981)
 ON1186
 ON1186                         *CURRENT SURVEY CONTROL
 ON1186  ___________________________________________________________________
 ON1186* NAD 83(1996)-  43 16 29.36754(N)    091 44 12.21798(W)     ADJUSTED  
 ON1186* NAVD 88     -       351.3    (meters)    1153.     (feet)  VERTCON   
 ON1186  ___________________________________________________________________
 ON1186  X           -    -140,967.133 (meters)                     COMP
 ON1186  Y           -  -4,649,174.549 (meters)                     COMP
 ON1186  Z           -   4,350,001.472 (meters)                     COMP
 ON1186  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 ON1186  ELLIP HEIGHT-         321.30  (meters)          (05/06/99) GPS OBS
 ON1186  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ON1186
 ON1186  HORZ ORDER  -  THIRD
 ON1186  ELLP ORDER  -  FOURTH    CLASS I
 ON1186
 ON1186.This mark is at Decorah Municipal Airport (DEH)
 ON1186
 ON1186.The horizontal coordinates were established by GPS observations
 ON1186.and adjusted by the National Geodetic Survey in May 1999..
 ON1186
 ON1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1186
 ON1186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON1186
 ON1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1186
 ON1186.The ellipsoidal height was determined by GPS observations
 ON1186.and is referenced to NAD 83.
 ON1186
 ON1186.The geoid height was determined by GEOID03.
 ON1186
 ON1186;                    North         East     Units Scale Factor Converg.
 ON1186;SPC IA N     - 1,198,641.020 1,643,126.347   MT  1.00000150   +1 11 42.2
 ON1186;UTM  15      - 4,792,109.023   602,507.700   MT  0.99972926   +0 51 57.8
 ON1186
 ON1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1186!SPC IA N     -   0.99994962  x   1.00000150  =   0.99995112
 ON1186!UTM  15      -   0.99994962  x   0.99972926  =   0.99967889
 ON1186
 ON1186:                Primary Azimuth Mark                     Grid Az
 ON1186:SPC IA N     -  DECOPORT AZ MK                           293 16 23.7
 ON1186:UTM  15      -  DECOPORT AZ MK                           293 36 08.1
 ON1186
 ON1186|---------------------------------------------------------------------|
 ON1186| PID    Reference Object                     Distance      Geod. Az  |
 ON1186|                                                           dddmmss.s |
 ON1186| ON1187 DECOPORT AZ MK                      APPROX. 0.8 KM 2942805.9 |
 ON1186|---------------------------------------------------------------------|
 ON1186
 ON1186                          SUPERSEDED SURVEY CONTROL
 ON1186
 ON1186  NAD 83(1996)-  43 16 29.36755(N)    091 44 12.21797(W) AD(       ) 3
 ON1186  ELLIP H (11/21/91)  321.42   (m)                       GP(       ) 4 1
 ON1186  NAD 83(1986)-  43 16 29.35931(N)    091 44 12.21714(W) AD(       ) 3
 ON1186  NGVD 29 (07/09/90)  351.3    (m)         1153.     (f) GPS OBS        
 ON1186
 ON1186.Superseded values are not recommended for survey control.
 ON1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1186.See file dsdata.txt to determine how the superseded data were derived.
 ON1186
 ON1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0250892109(NAD 83)
 ON1186_MARKER: I = METAL ROD
 ON1186_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ON1186_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ON1186_STAMPING: DECOPORT 1989
 ON1186_MARK LOGO: NGS   
 ON1186_PROJECTION: FLUSH
 ON1186_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1186+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ON1186_ROD/PIPE-DEPTH: 8.5  meters
 ON1186_SLEEVE-DEPTH  : 0.91 meters
 ON1186
 ON1186  HISTORY     - Date     Condition        Report By
 ON1186  HISTORY     - 1989     MONUMENTED       NGS
 ON1186
 ON1186                          STATION DESCRIPTION
 ON1186
 ON1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 ON1186'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHEAST OF DECORAH, AT
 ON1186'THE DECORAH MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE RUNWAY AND
 ON1186'ENTRANCE RAMP.  OWNERSHIP--CITY OF DECORAH, DECORAH, IA 52101, PHONE
 ON1186'(319) 382-8338.  THE AIRPORT MANAGER IS LEONARD DAMAN.
 ON1186'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 52 AND STATE
 ON1186'HIGHWAY 9, JUST SOUTHWEST OF DECORAH, GO EAST ON STATE HIGHWAY 9 FOR
 ON1186'6.4 KM (4.00 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT,
 ON1186'SOUTH, ON THE ENTRANCE ROAD TO A GATE JUST PASS THE HANGAR.  TURN LEFT
 ON1186'THROUGH THE GATE ONTO THE APRON AND ENTRANCE RAMP TO THE JUNCTION OF
 ON1186'THE RUNWAY AND THE STATION ON THE RIGHT.
 ON1186'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 ON1186'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 ON1186'LOCATED 20.4 M (66.9 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 16.8 M
 ON1186'(55.1 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE RAMP, 4.5 M
 ON1186'(14.8 FT) SOUTHWEST OF A RUNWAY LIGHT, 5.9 M (19.4 FT) SOUTH-SOUTHEAST
 ON1186'OF THE CENTER OF A ROUND CONCRETE CABLE COVER FLUSH WITH GROUND AND
 ON1186'4.3 M (14.1 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 ON1186'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ON1186'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON1187 ***********************************************************************
 ON1187  DESIGNATION -  DECOPORT AZ MK
 ON1187  PID         -  ON1187
 ON1187  STATE/COUNTY-  IA/WINNESHIEK
 ON1187  USGS QUAD   -  FREEPORT (1981)
 ON1187
 ON1187                         *CURRENT SURVEY CONTROL
 ON1187  ___________________________________________________________________
 ON1187* NAD 83(1996)-  43 16 40.55275(N)    091 44 45.86360(W)     ADJUSTED  
 ON1187* NAVD 88     -       348.5    (meters)    1143.     (feet)  VERTCON   
 ON1187  ___________________________________________________________________
 ON1187  X           -    -141,718.225 (meters)                     COMP
 ON1187  Y           -  -4,648,912.917 (meters)                     COMP
 ON1187  Z           -   4,350,250.871 (meters)                     COMP
 ON1187  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 ON1187  ELLIP HEIGHT-         318.49  (meters)          (05/06/99) GPS OBS
 ON1187  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 ON1187
 ON1187  HORZ ORDER  -  THIRD
 ON1187  ELLP ORDER  -  FOURTH    CLASS I
 ON1187
 ON1187.This mark is at Decorah Municipal Airport (DEH)
 ON1187
 ON1187.The horizontal coordinates were established by GPS observations
 ON1187.and adjusted by the National Geodetic Survey in May 1999..
 ON1187
 ON1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1187
 ON1187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON1187
 ON1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1187
 ON1187.The ellipsoidal height was determined by GPS observations
 ON1187.and is referenced to NAD 83.
 ON1187
 ON1187.The geoid height was determined by GEOID03.
 ON1187
 ON1187;                    North         East     Units Scale Factor Converg.
 ON1187;SPC IA N     - 1,198,970.348 1,642,360.672   MT  1.00000208   +1 11 19.4
 ON1187;UTM  15      - 4,792,442.651   601,744.138   MT  0.99972734   +0 51 34.9
 ON1187
 ON1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1187!SPC IA N     -   0.99995006  x   1.00000208  =   0.99995214
 ON1187!UTM  15      -   0.99995006  x   0.99972734  =   0.99967741
 ON1187
 ON1187:                Primary Azimuth Mark                     Grid Az
 ON1187:SPC IA N     -  DECOPORT                                 113 16 23.4
 ON1187:UTM  15      -  DECOPORT                                 113 36 07.9
 ON1187
 ON1187|---------------------------------------------------------------------|
 ON1187| PID    Reference Object                     Distance      Geod. Az  |
 ON1187|                                                           dddmmss.s |
 ON1187| ON1186 DECOPORT                            APPROX. 0.8 KM 1142742.8 |
 ON1187|---------------------------------------------------------------------|
 ON1187
 ON1187                          SUPERSEDED SURVEY CONTROL
 ON1187
 ON1187  NAD 83(1996)-  43 16 40.55276(N)    091 44 45.86360(W) AD(       ) 3
 ON1187  ELLIP H (11/21/91)  318.61   (m)                       GP(       ) 4 1
 ON1187  NAD 83(1986)-  43 16 40.54454(N)    091 44 45.86272(W) AD(       ) 3
 ON1187  NGVD 29 (07/09/90)  348.5    (m)         1143.     (f) GPS OBS        
 ON1187
 ON1187.Superseded values are not recommended for survey control.
 ON1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1187.See file dsdata.txt to determine how the superseded data were derived.
 ON1187
 ON1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0174492443(NAD 83)
 ON1187_MARKER: I = METAL ROD
 ON1187_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ON1187_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ON1187_STAMPING: DECOPORT AZ MK 1989
 ON1187_MARK LOGO: NGS   
 ON1187_PROJECTION: FLUSH
 ON1187_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1187+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ON1187_ROD/PIPE-DEPTH: 8.5  meters
 ON1187_SLEEVE-DEPTH  : 0.91 meters
 ON1187
 ON1187  HISTORY     - Date     Condition        Report By
 ON1187  HISTORY     - 1989     MONUMENTED       NGS
 ON1187
 ON1187                          STATION DESCRIPTION
 ON1187
 ON1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 ON1187'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHEAST OF DECORAH, AT
 ON1187'THE DECORAH MUNICIPAL AIRPORT AND NEAR THE NORTH CORNER OF RUNNWAY 11.
 ON1187'OWNERSHIP--CITY OF DECORAH, DECORAH, IA 52101, PHONE (319) 382-8338.
 ON1187'THE AIRPORT MANAGER IS LEONARD DAMAN.
 ON1187'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 52 AND STATE
 ON1187'HIGHWAY 9, JUST SOUTHWEST OF DECORAH, GO EAST ON STATE HIGHWAY 9 FOR
 ON1187'6.4 KM (4.00 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT,
 ON1187'SOUTH, ON THE ENTRANCE ROAD TO A GATE JUST PASS THE HANGAR.  TURN LEFT
 ON1187'THROUGH THE GATE ONTO THE APRON AND ENTRANCE RAMP TO THE JUNCTION OF
 ON1187'THE RUNWAY.  TURN RIGHT, NORTHWEST, ON THE RUNWAY FOR 0.8 KM
 ON1187'(0.50 MI) TO THE END OF RUNWAY 11 AND THE STATION ON THE RIGHT.
 ON1187'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 ON1187'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 ON1187'LOCATED 24.95 M (81.9 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 6.75
 ON1187'M (22.1 FT) NORTHEAST OF THE RUNWAY END LIGHTS, 6.75 M (22.1 FT)
 ON1187'EAST-NORTHEAST OF THE NORTH CORNER OF THE RUNWAY AND 6.75 M (22.1 FT)
 ON1187'EAST OF A FIBERGLASS WITNESS POST.
 ON1187'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ON1187'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0466 ***********************************************************************
 ON0466  DESIGNATION -  DECORAH
 ON0466  PID         -  ON0466
 ON0466  STATE/COUNTY-  IA/WINNESHIEK
 ON0466  USGS QUAD   -  DECORAH (1981)
 ON0466
 ON0466                         *CURRENT SURVEY CONTROL
 ON0466  ___________________________________________________________________
 ON0466* NAD 83(1986)-  43 18 22.     (N)    091 48 14.     (W)     SCALED    
 ON0466* NAVD 88     -       273.514  (meters)     897.35   (feet)  ADJUSTED  
 ON0466  ___________________________________________________________________
 ON0466  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ON0466  DYNAMIC HT  -         273.459 (meters)     897.17  (feet)  COMP
 ON0466  MODELED GRAV-     980,409.7   (mgal)                       NAVD 88
 ON0466
 ON0466  VERT ORDER  -  SECOND    CLASS 0
 ON0466
 ON0466.The horizontal coordinates were scaled from a topographic map and have
 ON0466.an estimated accuracy of +/- 6 seconds.
 ON0466
 ON0466.The orthometric height was determined by differential leveling
 ON0466.and adjusted by the National Geodetic Survey in June 1991..
 ON0466
 ON0466.The geoid height was determined by GEOID03.
 ON0466
 ON0466.The dynamic height is computed by dividing the NAVD 88
 ON0466.geopotential number by the normal gravity value computed on the
 ON0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0466.degrees latitude (g = 980.6199 gals.).
 ON0466
 ON0466.The modeled gravity was interpolated from observed gravity values.
 ON0466
 ON0466;                    North         East    Units  Estimated Accuracy
 ON0466;SPC IA N     - 1,202,010.    1,637,610.      MT  (+/- 180 meters Scaled)
 ON0466
 ON0466                          SUPERSEDED SURVEY CONTROL
 ON0466
 ON0466  NGVD 29 (??/??/92)  273.548  (m)          897.47   (f) ADJ UNCH    2 0
 ON0466
 ON0466.Superseded values are not recommended for survey control.
 ON0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0466.See file dsdata.txt to determine how the superseded data were derived.
 ON0466
 ON0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH970955(NAD 83)
 ON0466_MARKER: DB = BENCH MARK DISK
 ON0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0466_SP_SET: CONCRETE BASE
 ON0466_STAMPING: DECORAH-1934
 ON0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0466
 ON0466  HISTORY     - Date     Condition        Report By
 ON0466  HISTORY     - 1934     MONUMENTED       CGS
 ON0466  HISTORY     - 1959     GOOD             NGS
 ON0466
 ON0466                          STATION DESCRIPTION
 ON0466
 ON0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0466'AT DECORAH.
 ON0466'IS LOCATED IN THE NORTHWEST CORNER OF THE COUNTY COURT HOUSE AT
 ON0466'DECORAH, 102 FEET NORTHWEST OF NORTHWEST CORNER OF COURT HOUSE,
 ON0466'29.6 FEET SOUTHEAST OF INSIDE OF CORNER OF INTERSECTION OF
 ON0466'SIDEWALKS, 23.2 FEET SOUTH OF SOUTH EDGE OF CONCRETE RETAINING
 ON0466'WALL AROUND GROUND, 18.6 FEET EAST OF EAST EDGE OF CONCRETE
 ON0466'RETAINING WALL.  STANDARD TABLET SET HORIZONTAL IN WEST CORNER
 ON0466'OF AN OLD WORLD WAR GUN CONCRETE BASE.  NOTE-- A MINIATURE
 ON0466'REPLICA OF THE STATUE OF LIBERTY HAS REPLACED THE WORLD WAR
 ON0466'GUN, HOWEVER, THE BASE IS STILL THE SAME.
 ON0466
 ON0466                          STATION RECOVERY (1959)
 ON0466
 ON0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ON0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON1171 ***********************************************************************
 ON1171  DESIGNATION -  DECORAH
 ON1171  PID         -  ON1171
 ON1171  STATE/COUNTY-  IA/WINNESHIEK
 ON1171  USGS QUAD   -  DECORAH (1981)
 ON1171
 ON1171                         *CURRENT SURVEY CONTROL
 ON1171  ___________________________________________________________________
 ON1171* NAD 83(1996)-  43 17 41.40613(N)    091 47 53.76047(W)     ADJUSTED  
 ON1171* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 ON1171  ___________________________________________________________________
 ON1171  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 ON1171  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ON1171
 ON1171  HORZ ORDER  -  THIRD
 ON1171
 ON1171.The horizontal coordinates were established by classical geodetic methods
 ON1171.and adjusted by the National Geodetic Survey in May 1999..
 ON1171
 ON1171.The orthometric height was scaled from a topographic map.
 ON1171
 ON1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1171
 ON1171.The geoid height was determined by GEOID03.
 ON1171
 ON1171;                    North         East     Units Scale Factor Converg.
 ON1171;SPC IA N     - 1,200,761.364 1,638,087.066   MT  1.00000527   +1 09 12.0
 ON1171;UTM  15      - 4,794,257.673   597,482.090   MT  0.99971689   +0 49 27.0
 ON1171
 ON1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1171!SPC IA N     -   0.99995454  x   1.00000527  =   0.99995981
 ON1171!UTM  15      -   0.99995454  x   0.99971689  =   0.99967144
 ON1171
 ON1171|---------------------------------------------------------------------|
 ON1171| PID    Reference Object                     Distance      Geod. Az  |
 ON1171|                                                           dddmmss.s |
 ON1171| CI6187 DECORAH RM 1                         17.269 METERS 01537     |
 ON1171| CI6188 DECORAH RM 2                         30.474 METERS 11027     |
 ON1171| ON0880 WASHINGTON PRAIRIE LUTH CH          APPROX. 8.0 KM 1422123.2 |
 ON1171| ON0885 CALMAR MUNICIPAL TANK               APPROX.13.4 KM 2040021.1 |
 ON1171|---------------------------------------------------------------------|
 ON1171
 ON1171                          SUPERSEDED SURVEY CONTROL
 ON1171
 ON1171  NAD 83(1996)-  43 17 41.40613(N)    091 47 53.76046(W) AD(       ) 3
 ON1171  NAD 83(1986)-  43 17 41.39814(N)    091 47 53.75991(W) AD(       ) 3
 ON1171  NAD 27      -  43 17 41.48900(N)    091 47 53.20450(W) AD(       ) 3
 ON1171
 ON1171.Superseded values are not recommended for survey control.
 ON1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1171.See file dsdata.txt to determine how the superseded data were derived.
 ON1171
 ON1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9748294258(NAD 83)
 ON1171_MARKER: DS = TRIANGULATION STATION DISK
 ON1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1171
 ON1171  HISTORY     - Date     Condition        Report By
 ON1171  HISTORY     - 1961     MONUMENTED       CGS
 ON1171
 ON1171                          STATION DESCRIPTION
 ON1171
 ON1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON1171'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTHWEST OF DOWN TOWN
 ON1171'DECORAH, IN THE NORTHWEST 1/4 OF SECTION 21, T 98 N, R 8 W.
 ON1171'AND ON PROPERTY OWNED BY THE CITY OF DECORAH.  IT IS 144
 ON1171'FEET SOUTH OF THE CENTER OF THE NORTH RESERVOIR, 60 FEET
 ON1171'SOUTHEAST OF THE CENTER OF THE SOUTH RESERVOIR, 58 FEET SOUTHWEST
 ON1171'OF A 36 INCH OAK TREE AND 58 FEET SOUTHWEST OF A WITNESS POST
 ON1171'AND A POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 ON1171'STAMPED DECORAH 1961.
 ON1171'
 ON1171'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52
 ON1171'AND STATE HIGHWAY 9 IN DECORAH, GO SOUTH ON THESE HIGHWAYS
 ON1171'FOR 0.2 MILE TO JEFFERSON STREET.  TURN RIGHT AND GO WEST
 ON1171'ON JEFFERSON STREET FOR 0.25 MILE TO THE INTERSECTION OF JEFFERSON
 ON1171'AND PARK STREETS AT THE ENTRANCE TO PHELPS PARK.  TURN LEFT
 ON1171'AND GO SOUTH ON PARK STREET FOR 0.45 MILE TO THE END OF PARK
 ON1171'STREET AND A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO
 ON1171'SOUTHERLY ON THE DRIVEWAY FOR 0.05 MILE TO A GATE AND A BARN ON
 ON1171'THE RIGHT.  PASS THROUGH THE GATE AND CONTINUE SOUTHERLY FOR
 ON1171'0.05 MILE TO TWO RESERVOIRS AND THE STATION.
 ON1171'
 ON1171'REFERENCE MARK 1 IS 32 FEET EAST OF THE EAST EDGE OF THE
 ON1171'SOUTH RESERVOIR, 16 FEET NORTHWEST OF A 36 INCH OAK TREE, 2
 ON1171'FEET SOUTH OF A POWER POLE AND 2 FEET SOUTH OF THE WITNESS POST.
 ON1171'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DECORAH NO 1 1961.
 ON1171'
 ON1171'REFERENCE MARK 2 IS 104 FEET SOUTHEAST OF THE 36 INCH OAK TREE AND
 ON1171'2 FEET WEST OF THE NORTHWEST CORNER OF A WOVEN WIRE FENCE.  THE
 ON1171'MONUMENT IS FLUSH AND THE DISK IS STAMPED DECORAH NO 2 1961.
 ON1171'
 ON1171'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 ON1171'
 ON1171'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0902 ***********************************************************************
 ON0902  DESIGNATION -  DECORAH J E CABLE CO MAST
 ON0902  PID         -  ON0902
 ON0902  STATE/COUNTY-  IA/WINNESHIEK
 ON0902  USGS QUAD   -  DECORAH (1981)
 ON0902
 ON0902                         *CURRENT SURVEY CONTROL
 ON0902  ___________________________________________________________________
 ON0902* NAD 83(1996)-  43 17 40.90631(N)    091 47 52.28168(W)     ADJUSTED  
 ON0902* NAVD 88     -                                                        
 ON0902  ___________________________________________________________________
 ON0902  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 ON0902  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ON0902
 ON0902  HORZ ORDER  -  THIRD
 ON0902
 ON0902.The horizontal coordinates were established by classical geodetic methods
 ON0902.and adjusted by the National Geodetic Survey in May 1999..
 ON0902
 ON0902
 ON0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0902
 ON0902.The geoid height was determined by GEOID03.
 ON0902
 ON0902;                    North         East     Units Scale Factor Converg.
 ON0902;SPC IA N     - 1,200,746.613 1,638,120.704   MT  1.00000524   +1 09 13.0
 ON0902;UTM  15      - 4,794,242.734   597,515.633   MT  0.99971697   +0 49 28.0
 ON0902
 ON0902                          SUPERSEDED SURVEY CONTROL
 ON0902
 ON0902  NAD 83(1996)-  43 17 40.90632(N)    091 47 52.28166(W) AD(       ) 4
 ON0902  NAD 83(1986)-  43 17 40.89799(N)    091 47 52.28134(W) AD(       ) 4
 ON0902  NAD 27      -  43 17 40.98900(N)    091 47 51.72600(W) AD(       ) 3
 ON0902
 ON0902.Superseded values are not recommended for survey control.
 ON0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0902.See file dsdata.txt to determine how the superseded data were derived.
 ON0902
 ON0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9751694243(NAD 83)
 ON0902_MARKER: 42 = RADIO/TV MAST
 ON0902
 ON0902  HISTORY     - Date     Condition        Report By
 ON0902  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0902
 ON0902                          STATION DESCRIPTION
 ON0902
 ON0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0902'THE STATION IS THE CENTER OF THE BASE OF THE MAST LOCATED IN THE
 ON0902'SOUTHWEST SECTION OF DECORAH.  IT IS 120.50 FEET (36.728 METERS)
 ON0902'SOUTHEAST OF STATION DECORAH.  IT IS A STEEL MAST PAINTED IN
 ON0902'ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE OVERALL HEIGHT OF
 ON0902'THE MAST IS 250 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0903 ***********************************************************************
 ON0903  DESIGNATION -  DECORAH RADIO STA KAA 353 MAST
 ON0903  PID         -  ON0903
 ON0903  STATE/COUNTY-  IA/WINNESHIEK
 ON0903  USGS QUAD   -  DECORAH (1981)
 ON0903
 ON0903                         *CURRENT SURVEY CONTROL
 ON0903  ___________________________________________________________________
 ON0903* NAD 83(1996)-  43 18 55.41836(N)    091 47 17.57074(W)     ADJUSTED  
 ON0903* NAVD 88     -                                                        
 ON0903  ___________________________________________________________________
 ON0903  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 ON0903  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 ON0903
 ON0903  HORZ ORDER  -  THIRD
 ON0903
 ON0903.The horizontal coordinates were established by classical geodetic methods
 ON0903.and adjusted by the National Geodetic Survey in May 1999..
 ON0903
 ON0903
 ON0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0903
 ON0903.The geoid height was determined by GEOID03.
 ON0903
 ON0903;                    North         East     Units Scale Factor Converg.
 ON0903;SPC IA N     - 1,203,061.454 1,638,856.434   MT  1.00000927   +1 09 36.6
 ON0903;UTM  15      - 4,796,552.643   598,264.426   MT  0.99971878   +0 49 52.9
 ON0903
 ON0903                          SUPERSEDED SURVEY CONTROL
 ON0903
 ON0903  NAD 83(1996)-  43 18 55.41837(N)    091 47 17.57073(W) AD(       ) 4
 ON0903  NAD 83(1986)-  43 18 55.41060(N)    091 47 17.57024(W) AD(       ) 4
 ON0903  NAD 27      -  43 18 55.50800(N)    091 47 17.02200(W) AD(       ) 3
 ON0903
 ON0903.Superseded values are not recommended for survey control.
 ON0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0903.See file dsdata.txt to determine how the superseded data were derived.
 ON0903
 ON0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9826496553(NAD 83)
 ON0903_MARKER: 42 = RADIO/TV MAST
 ON0903
 ON0903  HISTORY     - Date     Condition        Report By
 ON0903  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0903
 ON0903                          STATION DESCRIPTION
 ON0903
 ON0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0903'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED IN THE
 ON0903'NORTHWEST SECTION OF DECORAH, IN THE SE 1/4 OF SEC. 9, T. 98 N.,
 ON0903'R. 8 W.  IT IS A STEEL MAST PAINTED IN ALTERNATE SECTIONS OF
 ON0903'ORANGE AND WHITE.  THE OVERALL HEIGHT OF THE MAST IS 230 FEET.  IT
 ON0903'IS OWNED BY THE INTERSTATE POWER COMPANY.
 ON0903'
 ON0903'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE OVER THE
 ON0903'UPPER IOWA RIVER ON U.S. HIGHWAY 52 IN DECORAH, GO NORTH FOR 0.25
 ON0903'MILE TO A PAVED INTERSECTION.  TURN RIGHT AND GO NORTHEASTERLY
 ON0903'FOR 0.75 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST AND
 ON0903'SOUTH ON A FARM DRIVE FOR 0.2 MILE TO A GATE.  CONTINUE SOUTH
 ON0903'THROUGH THE GATE FOR ABOUT 200 FEET AND THE STATION ON THE
 ON0903'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1134 ***********************************************************************
 MJ1134  DESIGNATION -  DEDHAM MUNICIPAL TANK
 MJ1134  PID         -  MJ1134
 MJ1134  STATE/COUNTY-  IA/CARROLL
 MJ1134  USGS QUAD   -  DEDHAM (1971)
 MJ1134
 MJ1134                         *CURRENT SURVEY CONTROL
 MJ1134  ___________________________________________________________________
 MJ1134* NAD 83(1996)-  41 54 18.22348(N)    094 49 14.66085(W)     ADJUSTED  
 MJ1134* NAVD 88     -                                                        
 MJ1134  ___________________________________________________________________
 MJ1134  LAPLACE CORR-           7.80  (seconds)                    DEFLEC99
 MJ1134  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 MJ1134
 MJ1134  HORZ ORDER  -  THIRD
 MJ1134
 MJ1134.The horizontal coordinates were established by classical geodetic methods
 MJ1134.and adjusted by the National Geodetic Survey in May 1999..
 MJ1134
 MJ1134
 MJ1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1134
 MJ1134.The geoid height was determined by GEOID03.
 MJ1134
 MJ1134;                    North         East     Units Scale Factor Converg.
 MJ1134;SPC IA N     - 1,045,849.238 1,390,414.072   MT  1.00003326   -0 53 42.4
 MJ1134;SPC IA S     -   212,395.575   390,414.852   MT  1.00002389   -0 52 11.9
 MJ1134;UTM  15      - 4,640,838.362   348,983.999   MT  0.99988063   -1 12 58.7
 MJ1134
 MJ1134                          SUPERSEDED SURVEY CONTROL
 MJ1134
 MJ1134  NAD 83(1986)-  41 54 18.22092(N)    094 49 14.66534(W) AD(       ) 4
 MJ1134  NAD 27      -  41 54 18.27400(N)    094 49 13.72100(W) AD(       ) 3
 MJ1134
 MJ1134.Superseded values are not recommended for survey control.
 MJ1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1134.See file dsdata.txt to determine how the superseded data were derived.
 MJ1134
 MJ1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG4898440838(NAD 83)
 MJ1134_MARKER: 53 = ELEVATED TANK
 MJ1134
 MJ1134  HISTORY     - Date     Condition        Report By
 MJ1134  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1134
 MJ1134                          STATION DESCRIPTION
 MJ1134
 MJ1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1134'THIS STATION IS THE LOW SQUAT BLACK MUNICIPAL TANK IN THE
 MJ1134'VILLAGE OF DEDHAM, IOWA.  IT IS LOCATED ON THE E SIDE OF TOWN
 MJ1134'ON A PROMINENCE SOMEWHAT HIGHER THAN THE REST OF THE VILLAGE.
 MJ1134'IT IS ABOUT 120 YARDS E OF STATE HIGHWAY 46 FROM A POINT 110
 MJ1134'YARDS S OF THE POINT WHERE HIGHWAY 46 TURNS FROM E TO S IN
 MJ1134'DEDHAM.  IT IS IN SECTION 20, T 82 N, R 34 W.  IT WAS
 MJ1134'ERECTED IN 1921.  IT IS NOT VERY PROMINENT, BEING OBSCURED
 MJ1134'ON THE W AND S BY HIGH TREES.
 MJ1134'
 MJ1134'THE TANK HAS FOUR TRUSS-WORK LEGS 40 FEET HIGH.  THE OVAL
 MJ1134'SECTION EXTENDS DOWNWARD ABOUT 15 FEET, FROM WHICH A FEED PIPE
 MJ1134'JACKET EXTENDS TO THE GROUND.  THE VERTICAL SECTION IS ABOUT
 MJ1134'15 FEET HIGH.  THE LEGS, OVAL SECTION, VERTICAL SECTION,
 MJ1134'AND FEEDPIPE JACKET ARE BLACK IN COLOR.  THE FLAT CONICAL
 MJ1134'ROOF IS WHITE, ABOUT 2 FEET HIGH AND HAS A WHITE BALL AT ITS
 MJ1134'APEX.  THE TOTAL HEIGHT IS ABOUT 58 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0932 ***********************************************************************
 OO0932  DESIGNATION -  DEER ET
 OO0932  PID         -  OO0932
 OO0932  STATE/COUNTY-  IA/CHICKASAW
 OO0932  USGS QUAD   -  ELMA (1972)
 OO0932
 OO0932                         *CURRENT SURVEY CONTROL
 OO0932  ___________________________________________________________________
 OO0932* NAD 83(1996)-  43 08 52.53107(N)    092 29 42.76248(W)     ADJUSTED  
 OO0932* NAVD 88     -       348.8    (meters)    1144.     (feet)  VERTCON   
 OO0932  ___________________________________________________________________
 OO0932  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 OO0932  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 OO0932
 OO0932  HORZ ORDER  -  SECOND
 OO0932
 OO0932.The horizontal coordinates were established by classical geodetic methods
 OO0932.and adjusted by the National Geodetic Survey in May 1999..
 OO0932
 OO0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0932
 OO0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0932
 OO0932.The geoid height was determined by GEOID03.
 OO0932
 OO0932;                    North         East     Units Scale Factor Converg.
 OO0932;SPC IA N     - 1,183,536.099 1,581,731.061   MT  0.99998046   +0 40 51.6
 OO0932;UTM  15      - 4,777,365.517   541,045.650   MT  0.99962072   +0 20 42.8
 OO0932
 OO0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0932!SPC IA N     -   0.99995013  x   0.99998046  =   0.99993059
 OO0932!UTM  15      -   0.99995013  x   0.99962072  =   0.99957087
 OO0932
 OO0932|---------------------------------------------------------------------|
 OO0932| PID    Reference Object                     Distance      Geod. Az  |
 OO0932|                                                           dddmmss.s |
 OO0932| CI6189 DEER ET RM 1                         19.053 METERS 03547     |
 OO0932| CI7005 PRIVATE GRAIN ELEV LEG                             2103353.1 |
 OO0932| CI6190 DEER ET RM 2                         17.501 METERS 27005     |
 OO0932|---------------------------------------------------------------------|
 OO0932
 OO0932                          SUPERSEDED SURVEY CONTROL
 OO0932
 OO0932  NAD 83(1996)-  43 08 52.53108(N)    092 29 42.76247(W) AD(       ) 2
 OO0932  NAD 83(1986)-  43 08 52.52474(N)    092 29 42.75865(W) AD(       ) 2
 OO0932  NAD 27      -  43 08 52.61553(N)    092 29 42.10201(W) AD(       ) 2
 OO0932  NGVD 29 (07/19/86)  348.8    (m)         1144.     (f) VERT ANG       
 OO0932
 OO0932.Superseded values are not recommended for survey control.
 OO0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0932.See file dsdata.txt to determine how the superseded data were derived.
 OO0932
 OO0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4104677366(NAD 83)
 OO0932_MARKER: DD = SURVEY DISK
 OO0932_SETTING: 0 = UNSPECIFIED SETTING
 OO0932
 OO0932  HISTORY     - Date     Condition        Report By
 OO0932  HISTORY     - 1969     MONUMENTED       USGS
 OO0932
 OO0932                          STATION DESCRIPTION
 OO0932
 OO0932'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 OO0932'THE STATION IS ABOUT 5.2 MI SW. OF ALTA VISTA, ABOUT 300 FT
 OO0932'S. QUARTER COR. BETWEEN SECS. 9 AND 10, T. 96 N., R. 14 W.,
 OO0932'BURIED IN SHOULDER OF RD. ON A PROMINENT RIDGE.
 OO0932'
 OO0932'TO REACH FROM THE CENTER OF ALTA VISTA, GO S. ON PAVED RD. FOR
 OO0932'3.0 MI TO A CROSSROAD, TURN RIGHT AND GO W. ON PAVED RD. FOR
 OO0932'4.0 MI TO A CROSSROAD, TURN LEFT AND GO S. ON GRAVEL RD. FOR
 OO0932'ABOUT 0.55 MI TO A PRIVATE DRIVE W. INTO A FARMYARD AND THE
 OO0932'STATION ON THE LEFT ABOUT 80 FT S.
 OO0932'
 OO0932'THE STATION, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0932'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 OO0932'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET DEER 1969
 OO0932'IS 80.5 FT S. AND 10.5 FT E. CENTER RD. AT PRIVATE DRIVE W.,
 OO0932'10.5 FT E. CENTER RD. AT FENCE W., THE MARK IS FLUSH WITH THE
 OO0932'GROUND.
 OO0932'
 OO0932'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2
 OO0932'IN. COPPER COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 OO0932'AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED DEER NO. 1
 OO0932'1969 IS NE. OF THE STATION, 28.5 FT S. AND 47.5 FT E. CENTER
 OO0932'RD. AT PRIVATE DRIVE W., 2.5 FT W. OF A T-FENCE E.  THE MARK IS
 OO0932'FLUSH WITH THE GROUND.
 OO0932'
 OO0932'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2
 OO0932'IN. COPPER COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 OO0932'AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED DEER NO
 OO0932'2 1969 IS W. OF THE STATION, 80.5 FT S. AND 47 FT W. CENTER
 OO0932'RD. AT PRIVATE DRIVE W.  0.5 FT N, AND 2 FT E. OF A T-FENCE
 OO0932'W.  2 FT E. OF USGS WITNESS POST, THE MARK IS FLUSH WITH THE
 OO0932'GROUND.
 OO0932'
 OO0932'NO AZIMUTH MARK WAS SET.
 OO0932'
 OO0932'REFERENCE AZIMUTH USED - CENTER TOP OF LEG FOR ELEVATING
 OO0932'GRAIN.
 OO0932'
 OO0932'LEG FOR ELEVATING GRAIN - STATION IS CENTER OF TOP OF THE GRAIN
 OO0932'LEG BELONGING TO MR. D. CAVANAUGH, ABOUT 300 FT S. AND 50 FT
 OO0932'E. OF CENTER RD. AT N. SIXTEENTH COR. BETWEEN SECS. 20 AND 21,
 OO0932'T. 96 N., R. 14 W., ABOUT 300 FT S. OF N. SIXTEENTH COR. BETWEEN
 OO0932'SECS. 20 AND 21.
 OO0932'
 OO0932'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2535 ***********************************************************************
 AI2535  DESIGNATION -  DEFIANCE 2 AZ MK
 AI2535  PID         -  AI2535
 AI2535  STATE/COUNTY-  IA/SHELBY
 AI2535  USGS QUAD   -  EARLING (1971)
 AI2535
 AI2535                         *CURRENT SURVEY CONTROL
 AI2535  ___________________________________________________________________
 AI2535* NAD 83(1996)-  41 50 24.67169(N)    095 25 19.30964(W)     ADJUSTED  
 AI2535* NAVD 88     -       434.5    (meters)    1426.     (feet)  VERTCON   
 AI2535  ___________________________________________________________________
 AI2535  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 AI2535  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AI2535
 AI2535  HORZ ORDER  -  THIRD
 AI2535
 AI2535.The horizontal coordinates were established by classical geodetic methods
 AI2535.and adjusted by the National Geodetic Survey in January 2003..
 AI2535
 AI2535.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI2535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI2535
 AI2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2535
 AI2535.The geoid height was determined by GEOID03.
 AI2535
 AI2535;                    North         East     Units Scale Factor Converg.
 AI2535;SPC IA S     -   206,121.392   340,371.789   MT  1.00001059   -1 15 57.8
 AI2535;UTM  15      - 4,634,868.705   298,905.382   MT  1.00009764   -1 36 58.2
 AI2535
 AI2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2535!SPC IA S     -   0.99993646  x   1.00001059  =   0.99994705
 AI2535!UTM  15      -   0.99993646  x   1.00009764  =   1.00003410
 AI2535
 AI2535                          SUPERSEDED SURVEY CONTROL
 AI2535
 AI2535  NGVD 29 (01/21/03)  434.4    (m)         1425.     (f) VERT ANG       
 AI2535
 AI2535.Superseded values are not recommended for survey control.
 AI2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2535.See file dsdata.txt to determine how the superseded data were derived.
 AI2535
 AI2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9890534869(NAD 83)
 AI2535_MARKER: DZ = AZIMUTH MARK DISK
 AI2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2535_STAMPING: DEFIANCE 2 1980
 AI2535_MARK LOGO: NGS   
 AI2535_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2535+STABILITY: SURFACE MOTION
 AI2535
 AI2535  HISTORY     - Date     Condition        Report By
 AI2535  HISTORY     - 1980     MONUMENTED       NGS
 AI2535  HISTORY     - 19820621 GOOD             NGS
 AI2535
 AI2535                          STATION DESCRIPTION
 AI2535
 AI2535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AI2535'THE STATION IS ABOUT 4-3/4 MILES NORTH OF EARLING, 4-1/2 MILES
 AI2535'WEST-NORTHWEST OF DEFIANCE, IN THE SOUTHEAST 1/4, SEC7, T18N, R39W AND
 AI2535'ON THE WEST RIGHT-OF-WAY OF SHELBY COUNTY ROAD M16.  TO REACH THE
 AI2535'STATION FROM THE JUNCTION OF STATE HIGHWAYS 37, 191 AND SHELBY COUNTY
 AI2535'ROAD M16, AT EARLING, GO NORTH ON COUNTY ROAD M16 FOR 4.7 MILES (7.6
 AI2535'KM) TO THE MARK ON THE LEFT.  STATION MARK IS A STANDARD DISK,
 AI2535'STAMPED---DEFIANCE 2 1981---, SET IN THE TOP OF A ROUND CONCRETE POST
 AI2535'THAT IS FLUSH.  IT IS 60.0 FT (18.3 M) WEST OF THE CENTERLINE OF THE
 AI2535'ROAD AND 1.8 FT (0.5 M) SOUTH OF A WITNESS POST AND ON THE WEST EDGE
 AI2535'OF THE RIGHT-OF-WAY.  REBAR WAS PLACED BY THE MARK.  THE DISTANCE FROM
 AI2535'STATION DEFIANCE 2 WAS MEASURED ELECTRONICALLY, THE DISTANCE BEING
 AI2535'1077.357 METERS (3534.629 FT) SOUTH OF THE STATION.
 AI2535
 AI2535                          STATION RECOVERY (1982)
 AI2535
 AI2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AI2535'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED, EXCEPT
 AI2535'THAT A FENCE HAS BEEN BUILT DIRECTLY OVER THE MARK.  AFTER ROAD
 AI2535'CONSTRUCTION WAS COMPLETED, STATION-DEFIANCE 2-WAS ON PRIVATE PROPERTY
 AI2535'AND NOT ROAD RIGHT-OF-WAY.  THIS WAS NOT AGREEABLE WITH THE PROPERTY
 AI2535'OWNER AND THE SURFACE MARK HAD TO BE DESTROYED. STATION-DEFIANCE-HAS
 AI2535'BEEN RESTORED AND THIS AZIMUTH MARK NOW SERVES THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1177 ***********************************************************************
 MJ1177  DESIGNATION -  DEFIANCE RESET
 MJ1177  PID         -  MJ1177
 MJ1177  STATE/COUNTY-  IA/SHELBY
 MJ1177  USGS QUAD   -  EARLING (1971)
 MJ1177
 MJ1177                         *CURRENT SURVEY CONTROL
 MJ1177  ___________________________________________________________________
 MJ1177* NAD 83(1996)-  41 50 58.02611(N)    095 25 17.87443(W)     ADJUSTED  
 MJ1177* NAVD 88     -       447.     (meters)    1467.     (feet)  SCALED    
 MJ1177  ___________________________________________________________________
 MJ1177  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 MJ1177  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 MJ1177
 MJ1177  HORZ ORDER  -  THIRD
 MJ1177
 MJ1177.The horizontal coordinates were established by classical geodetic methods
 MJ1177.and adjusted by the National Geodetic Survey in May 1999..
 MJ1177
 MJ1177.The orthometric height was scaled from a topographic map.
 MJ1177
 MJ1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1177
 MJ1177.The geoid height was determined by GEOID03.
 MJ1177
 MJ1177;                    North         East     Units Scale Factor Converg.
 MJ1177;SPC IA S     -   207,149.500   340,427.626   MT  1.00001241   -1 15 56.8
 MJ1177;SPC IA N     - 1,040,629.987 1,340,422.946   MT  1.00004651   -1 18 08.6
 MJ1177;UTM  15      - 4,635,896.541   298,967.510   MT  1.00009733   -1 36 58.3
 MJ1177
 MJ1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1177!SPC IA S     -   0.99993448  x   1.00001241  =   0.99994689
 MJ1177!SPC IA N     -   0.99993448  x   1.00004651  =   0.99998099
 MJ1177!UTM  15      -   0.99993448  x   1.00009733  =   1.00003180
 MJ1177
 MJ1177|---------------------------------------------------------------------|
 MJ1177| PID    Reference Object                     Distance      Geod. Az  |
 MJ1177|                                                           dddmmss.s |
 MJ1177| AI2505 DEFIANCE RM 1                        18.773 METERS 00632     |
 MJ1177| AI2506 DEFIANCE RM 2                        16.120 METERS 08950     |
 MJ1177| MJ1171 WESTPHALIA ST BONIFACES CHURCH      APPROX.14.5 KM 1711423.5 |
 MJ1177| AI2608 DEFIANCE RM 5                         9.401 METERS 17358     |
 MJ1177| MJ1178 EARLING CATH CH STEEPLE             APPROX. 8.2 KM 1771905.7 |
 MJ1177| AI2535 DEFIANCE 2 AZ MK                    APPROX. 1.0 KM 1815034.7 |
 MJ1177| AI2507 DEFIANCE AZ MK                                     1930014.9 |
 MJ1177| AI2538 DEFIANCE 2 RM 4                      49.649 METERS 29030     |
 MJ1177| AF9028 DEFIANCE 2                           55.513 METERS 33021     |
 MJ1177|---------------------------------------------------------------------|
 MJ1177
 MJ1177                          SUPERSEDED SURVEY CONTROL
 MJ1177
 MJ1177  NAD 83(1996)-  41 50 58.02662(N)    095 25 17.87767(W) AD(       ) 3
 MJ1177  NAD 83(1986)-  41 50 58.02721(N)    095 25 17.87828(W) AD(       ) 3
 MJ1177  NAD 27      -  41 50 58.06700(N)    095 25 16.86900(W) AD(       ) 3
 MJ1177
 MJ1177.Superseded values are not recommended for survey control.
 MJ1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1177.See file dsdata.txt to determine how the superseded data were derived.
 MJ1177
 MJ1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9896835897(NAD 83)
 MJ1177_MARKER: DS = TRIANGULATION STATION DISK
 MJ1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1177_STAMPING: DEFIANCE 1950 1982
 MJ1177_MARK LOGO: NGS   
 MJ1177_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1177+STABILITY: SURFACE MOTION
 MJ1177
 MJ1177  HISTORY     - Date     Condition        Report By
 MJ1177  HISTORY     - 1982     MONUMENTED       NGS
 MJ1177  HISTORY     - 1981     GOOD             NGS
 MJ1177  HISTORY     - 19820621 GOOD             NGS
 MJ1177
 MJ1177                          STATION DESCRIPTION
 MJ1177
 MJ1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 MJ1177'THE STATION IS LOCATED ABOUT 2 MILES NORTH AND 4 MILES WEST OF
 MJ1177'DEFIANCE, ON THE RIGHT-OF-WAY OF COUNTY ROUTE R.  IT IS 48 FEET
 MJ1177'SOUTH OF THE CENTER OF WHERE COUNTY ROUTE R CROSSES A NORTH-SOUTH
 MJ1177'OIL TOP ROAD, 8 FEET WEST-NORTHWEST OF A TELEPHONE POLE WITH A
 MJ1177'TRIANGLE BLAZE, 6 FEET EAST-NORTHEAST OF A FENCE CORNER, AND 4
 MJ1177'FEET NORTH OF A FENCE.
 MJ1177'
 MJ1177'THE SURFACE STATION MARK AND REFERENCE MARK 2 WERE FOUND BUT HAD
 MJ1177'OBVIOUSLY BEEN DISTURBED.  REFERENCE MARK 1 WAS FOUND DESTROYED.  THE
 MJ1177'AZIMUTH MARK WAS FOUND IN APPARENT GOOD CONDITION, HOWEVER, THE
 MJ1177'DIRECTION TO THE MARK WAS 10 DEGREES SMALLER THAN 1950 DATA.  A CHECK
 MJ1177'OF 6.1 SECONDS LARGER WAS OBTAINED BETWEEN THE WESTPHALIA ST BONIFACE
 MJ1177'CHURCH AND THE EARLING CATHOLIC CHURCH.  STATION MARK, REFERENCE MARK
 MJ1177'1 AND THE AZIMUTH MARK WERE IN THE WAY OF ROAD CONSTRUCTION,
 MJ1177'THEREFORE, STATION--DEFIANCE 2--, REFERENCE MARKS 3, 4 AND ANOTHER
 MJ1177'AZIMUTH MARK WERE ESTABLISHED.  REFERENCE MARK 2, ALTHOUGH VERY POOR,
 MJ1177'IS NOW A SHELBY COUNTY BENCH MARK AND WAS LEFT IN PLACE.  THE
 MJ1177'UNDERGROUND WAS ALSO LEFT IN PLACE BUT WILL PROBABLY BE
 MJ1177'DESTROYED.  ALL 1981 OBSERVATIONS WERE TAKEN FROM THE UNDERGROUND
 MJ1177'MARK.  DISKS WERE SALVAGED FROM THE OLD SURFACE MARK, REFERENCE MARK 1
 MJ1177'AND THE AZIMUTH MARK.
 MJ1177'
 MJ1177'FOR FURTHER DETAILS SEE THE DESCRIPTION OF STATION--DEFIANCE 2.
 MJ1177
 MJ1177                          STATION RECOVERY (1982)
 MJ1177
 MJ1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 MJ1177'M07        P8 THE UNDERGROUND STATION MARK, DEFIANCE 2 AND DEFIANCE 2
 MJ1177'AZ MK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 MJ1177'RECOVERED IN POOR CONDITION AND WAS NOT USED.  SHELBY COUNTY USES THE
 MJ1177'MARK AS A BENCH MARK, THEREFORE IT WAS LEFT IN PLACE.  DUE TO GRADING
 MJ1177'CHANGES, THE NEW STATION WAS SITUATED IN A CULTIVATED FIELD, INSTEAD
 MJ1177'OF ON COUNTY ROAD RIGHT-OF-WAY.  THIS WAS NOT AGREEABLE WITH THE
 MJ1177'PROPERTY OWNER AND HE REQUESTED THAT DEFIANCE 2 AND DEFIANCE 2 RM 3 BE
 MJ1177'REMOVED.  THE POSITION OF THE ORIGINAL UNDERGROUND MARK WAS HELD AND A
 MJ1177'NEW UNDERGROUND MARK AND A NEW SURFACE MARK WERE THEN ESTABLISHED, AS
 MJ1177'THE ORIGINAL UNDERGROUND MARK WAS FOUND ONLY 0.15 M (0.49 FT) BELOW
 MJ1177'THE SURFACE.  REFERENCE MARK 5 WAS ALSO ESTABLISHED AND DEFIANCE 2
 MJ1177'REFERENCE MARK 4 NOW SERVES THE ORIGINAL STATION.  THE ARROW ON THIS
 MJ1177'MARK POINTS TOWARD DEFIANCE 2 UNDERGROUND MARK, WHICH WAS LEFT IN
 MJ1177'PLACE.  SATISFACTORY CHECKS ANGLES TO DISTANT OBJECTS WERE OBTAINED. A
 MJ1177'COMPLETE, NEW, DESCRIPTION FOLLOWS.
 MJ1177'THE STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) NORTH OF EARLING, 7.2 KM
 MJ1177'(4.45 MI) WEST-NORTHWEST OF DEFIANCE, IN THE NW CORNER OF THE NW1/4,
 MJ1177'SEC8, T81N, R39W, AT THE INTERSECTION OF SHELBY COUNTY ROADS M16 AND
 MJ1177'F16 AND ON COUNTY ROAD RIGHT-OF-WAY.  THE ADDRESS OF THE COUNTY
 MJ1177'ENGINEER IS POST OFFICE BOX 66, HARLAN, IOWA, 51537.  HIS OFFICE IS IN
 MJ1177'THE COURTHOUSE.
 MJ1177'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 191
 MJ1177'AND SHELBY COUNTY ROAD M16, AT EARLING, GO NORTH ON COUNTY ROAD M16
 MJ1177'FOR 7.56 KM (4.70 MI) TO DEFIANCE 2 AZ MK ON THE LEFT.  CONTINUE NORTH
 MJ1177'FOR 1.05 KM (0.65 MI) TO THE JUNCTION OF SHELBY COUNTY ROAD F16 AND
 MJ1177'THE STATION IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 MJ1177'THE STATION IS A STANDARD NGS DISK STAMPED--DEFIANCE 1950 1982--, SET
 MJ1177'IN THE TOP OF A ROUND CONCRETE MONUMENT, 14 INCHES (36 CM) IN
 MJ1177'DIAMETER, PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.  THE STATION IS
 MJ1177'LOCATED 10.1 METERS (33.1 FT) EAST FROM THE CENTERLINE OF COUNTY ROAD
 MJ1177'M16, 9.2 METERS (30.2 FT) SOUTH FROM THE CENTERLINE OF COUNTY ROAD
 MJ1177'F16, 1.5 METERS (4.9 FT) NORTHWEST FROM A FENCE CORNER POST, 0.55
 MJ1177'METERS (1.80 FT) SOUTHEAST FROM A WITNESS POST.  REFERENCE MARK NO 4
 MJ1177'IS A STANDARD NGS DISK STAMPED, --DEFIANCE 2 NO 4 1981--, SET IN THE
 MJ1177'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 MJ1177'PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 MJ1177'35.8 METERS (117.5 FT) WEST FROM THE CENTERLINE OF COUNTY ROAD M16,
 MJ1177'10.9 METERS (35.8 FT) NORTH FROM THE CENTERLINE OF COUNTY ROAD F16,
 MJ1177'0.43 METERS (1.41 FT) EAST FROM A WITNESS POST, 0.3 METERS (1.0 FT)
 MJ1177'NORTH FROM AN EAST/WEST FENCE, 0.8 METERS (2.6 FT) HIGHER THAN THE
 MJ1177'STATION.  REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--DEFIANCE
 MJ1177'1950 NO 5 1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12
 MJ1177'INCHES (30 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE
 MJ1177'GROUND.  THE STATION IS LOCATED 18.6 METERS (61.0 FT) SOUTH FROM THE
 MJ1177'CENTERLINE OF COUNTY ROAD F16, 11.3 METERS (37.1 FT) EAST FROM THE
 MJ1177'CENTERLINE OF COUNTY ROAD M16, 0.3 METERS (1.0 FT) WEST FROM A
 MJ1177'NORTH/SOUTH FENCE, AND 0.2 METERS (0.7 FT) LOWER THAN THE STATION.
 MJ1177'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--DEFIANCE 2 1981--,
 MJ1177'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM IN
 MJ1177'DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 18.3 METERS (60.0
 MJ1177'FT) WEST FROM THE CENTERLINE OF COUNTY ROAD M16, 0.55 METERS (1.80 FT)
 MJ1177'SOUTH FROM A WITNESS POST AND DIRECTLY UNDER A FENCE.  TO REACH THE
 MJ1177'STATION FROM THE STATION, GO SOUTH ON COUNTY ROAD M16 FOR 1.05 KM
 MJ1177'(0.65 MI) TO THE MARK ON THE RIGHT.
 MJ1177'THE NEW SURFACE MARK IS 0.3 M (1.0 FT) HIGHER THAN THE ORIGINAL
 MJ1177'UNDERGROUND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2134 ***********************************************************************
 AE2134  CBN         -  This is a Cooperative Base Network Control Station.
 AE2134  PACS        -  This is a Primary Airport Control Station.
 AE2134  DESIGNATION -  DEH A
 AE2134  PID         -  AE2134
 AE2134  STATE/COUNTY-  IA/WINNESHIEK
 AE2134  USGS QUAD   -  FREEPORT (1981)
 AE2134
 AE2134                         *CURRENT SURVEY CONTROL
 AE2134  ___________________________________________________________________
 AE2134* NAD 83(1996)-  43 16 25.16196(N)    091 43 56.20023(W)     ADJUSTED  
 AE2134* NAVD 88     -       353.22   (meters)    1158.9    (feet)  GPS OBS   
 AE2134  ___________________________________________________________________
 AE2134  X           -    -140,608.823 (meters)                     COMP
 AE2134  Y           -  -4,649,275.687 (meters)                     COMP
 AE2134  Z           -   4,349,908.172 (meters)                     COMP
 AE2134  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 AE2134  ELLIP HEIGHT-         323.05  (meters)          (07/28/03) GPS OBS
 AE2134  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 AE2134
 AE2134  HORZ ORDER  -  B
 AE2134  ELLP ORDER  -  FOURTH    CLASS I
 AE2134
 AE2134.This mark is at Decorah Municipal Airport (DEH)
 AE2134
 AE2134.The horizontal coordinates were established by GPS observations
 AE2134.and adjusted by the National Geodetic Survey in August 1997..
 AE2134
 AE2134.The orthometric height was determined by GPS observations and a
 AE2134.high-resolution geoid model.
 AE2134
 AE2134.GPS derived orthometric heights for airport stations designated as
 AE2134.PACS or SACS are published to 2 decimal places.  This maintains
 AE2134.centimeter relative accuracy between the PACS and SACS.  It does
 AE2134.not indicate centimeter accuracy relative to other marks which are
 AE2134.part of the NAVD 88 network.
 AE2134
 AE2134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2134
 AE2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2134
 AE2134.The ellipsoidal height was determined by GPS observations
 AE2134.and is referenced to NAD 83.
 AE2134
 AE2134.The geoid height was determined by GEOID03.
 AE2134
 AE2134;                    North         East     Units Scale Factor Converg.
 AE2134;SPC IA N     - 1,198,518.804 1,643,490.168   MT  1.00000128   +1 11 53.0
 AE2134;UTM  15      - 4,791,984.754   602,870.714   MT  0.99973018   +0 52 08.7
 AE2134
 AE2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2134!SPC IA N     -   0.99994934  x   1.00000128  =   0.99995062
 AE2134!UTM  15      -   0.99994934  x   0.99973018  =   0.99967954
 AE2134
 AE2134                          SUPERSEDED SURVEY CONTROL
 AE2134
 AE2134  ELLIP H (08/25/97)  323.07   (m)                       GP(       ) 4 1
 AE2134
 AE2134.Superseded values are not recommended for survey control.
 AE2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2134.See file dsdata.txt to determine how the superseded data were derived.
 AE2134
 AE2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0287191985(NAD 83)
 AE2134_MARKER: I = METAL ROD
 AE2134_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2134_STAMPING: DEH A 1996
 AE2134_MARK LOGO: NGS   
 AE2134_PROJECTION: FLUSH
 AE2134_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE2134+STABILITY: POSITION/ELEVATION WELL
 AE2134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2134+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 AE2134_ROD/PIPE-DEPTH: 7.30 meters
 AE2134_SLEEVE-DEPTH  : 0.90 meters
 AE2134
 AE2134  HISTORY     - Date     Condition        Report By
 AE2134  HISTORY     - 1996     MONUMENTED       NGS
 AE2134  HISTORY     - 19971209 GOOD             NGS
 AE2134  HISTORY     - 20030205 GOOD             LOCSUR
 AE2134
 AE2134                          STATION DESCRIPTION
 AE2134
 AE2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 AE2134'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHEAST OF DECORAH,
 AE2134'IA., AT THE DECORAH MUNICIPAL AIRPORT.  ON A LOW GRASS RISE,
 AE2134'NORTH-NORTHEAST OF AND IN LINE WITH RUNWAY END 29, JUST
 AE2134'SOUTH-SOUTHWEST OF AN OLD FENCE ROW AND WITNESS POST. OWNERSHIP--CITY
 AE2134'OF DECORAH, DECORAH, IA.  52101.  AIRPORT MANAGER MIKE CONNELL, PHONE
 AE2134'319-382-8338.  NOTE--THIS STATION IS THE (PACS AND CBN STATION) .  TO
 AE2134'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 AE2134'HIGHWAY 9, JUST SOUTHWEST OF DECORAH, GO EAST, 6.4 KM (3.95 MI) ALONG
 AE2134'HIGHWAY 9 TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTHWEST
 AE2134'THEN NORTHWEST, 0.80 KM (0.50 MI) ALONG THE ENTRANCE ROAD TO A HANGAR
 AE2134'ON THE LEFT AND THE AIRPORT OFFICE ON THE NORTHWEST SIDE OF THE
 AE2134'HANGAR.  TURN LEFT, SOUTHWEST, 0.8 KM (0.50 MI) CROSSING THE APRON AND
 AE2134'ALONG THE TAXI TO THE RUNWAY.  TURN LEFT, EAST-SOUTHEAST, 0.4 KM (0.25
 AE2134'MI) ALONG THE RUNWAY TO RUNWAY END 29 AND THE STATION ON THE LEFT,
 AE2134'JUST SOUTH-SOUTHWEST OF A WITNESS POST.  STATION IS 53.0 M (173.9 FT)
 AE2134'NORTH-NORTHEAST OF THE RUNWAY CENTER, 41.6 M (136.5 FT)
 AE2134'NORTH-NORTHEAST OF AND IN LINE WITH THE RUNWAY 29 EAST-SOUTHEAST END,
 AE2134'19.0 M (62.3 FT) NORTH-NORTHEAST OF A REIL LIGHT BASE POLE, 1.5 M (4.9
 AE2134'FT) SOUTH-SOUTHWEST OF A WITNESS POST, AND THE STATION IS ABOUT 1.0 M
 AE2134'(3.3 FT) ABOVE THE RUNWAY LEVEL AND FLUSH WITH THE GROUND SURFACE.
 AE2134'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  BY R.G.
 AE2134'HAYES
 AE2134
 AE2134                          STATION RECOVERY (1997)
 AE2134
 AE2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE2134'RECOVERED AS DESCRIBED.
 AE2134
 AE2134                          STATION RECOVERY (2003)
 AE2134
 AE2134'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2003 (PRH)
 AE2134'RECOVERED BY  PAUL R. HEROLD, TEKIPPE EINGINEERING, AS DESCRIBED.
 AE2134'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0737 ***********************************************************************
 NK0737  DESIGNATION -  DELANO
 NK0737  PID         -  NK0737
 NK0737  STATE/COUNTY-  IA/WRIGHT
 NK0737  USGS QUAD   -  CLARION (1978)
 NK0737
 NK0737                         *CURRENT SURVEY CONTROL
 NK0737  ___________________________________________________________________
 NK0737* NAD 83(1996)-  42 39 35.52952(N)    093 39 30.22844(W)     ADJUSTED  
 NK0737* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 NK0737  ___________________________________________________________________
 NK0737  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 NK0737  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 NK0737
 NK0737  HORZ ORDER  -  FIRST
 NK0737
 NK0737.The horizontal coordinates were established by classical geodetic methods
 NK0737.and adjusted by the National Geodetic Survey in May 1999..
 NK0737
 NK0737.The orthometric height was scaled from a topographic map.
 NK0737
 NK0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0737
 NK0737.The geoid height was determined by GEOID03.
 NK0737
 NK0737;                    North         East     Units Scale Factor Converg.
 NK0737;SPC IA N     - 1,128,846.328 1,487,013.876   MT  0.99994538   -0 06 26.5
 NK0737;UTM  15      - 4,723,255.084   446,040.007   MT  0.99963582   -0 26 46.2
 NK0737
 NK0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0737!SPC IA N     -   0.99994623  x   0.99994538  =   0.99989161
 NK0737!UTM  15      -   0.99994623  x   0.99963582  =   0.99958207
 NK0737
 NK0737:                Primary Azimuth Mark                     Grid Az
 NK0737:SPC IA N     -  DELANO AZ MK                             196 53 10.3
 NK0737:UTM  15      -  DELANO AZ MK                             197 13 30.0
 NK0737
 NK0737|---------------------------------------------------------------------|
 NK0737| PID    Reference Object                     Distance      Geod. Az  |
 NK0737|                                                           dddmmss.s |
 NK0737| CI6191 DELANO AZ MK                                       1964643.8 |
 NK0737| CI6192 DELANO RM 1                          30.139 METERS 25036     |
 NK0737| NK0744 EAGLE GROVE MUNICIPAL SPIPE         APPROX.20.0 KM 2714238.5 |
 NK0737| NK0745 EAGLE GROVE IOWA POWER CO STK       APPROX.20.0 KM 2720236.6 |
 NK0737| NK0743 EAGLE GROVE RDHSE SMOKESTACK        APPROX.20.2 KM 2725731.9 |
 NK0737| CI6193 DELANO RM 2                          35.415 METERS 30537     |
 NK0737| NK0740 CLARION CITY WATER TANK             APPROX.10.0 KM 3220520.4 |
 NK0737| NK0738 CLARION COUNTY CTHSE TOWER          APPROX.10.0 KM 3225650.7 |
 NK0737|---------------------------------------------------------------------|
 NK0737
 NK0737                          SUPERSEDED SURVEY CONTROL
 NK0737
 NK0737  NAD 83(1996)-  42 39 35.52962(N)    093 39 30.22716(W) AD(       ) 1
 NK0737  NAD 83(1986)-  42 39 35.52430(N)    093 39 30.21830(W) AD(       ) 1
 NK0737  NAD 27      -  42 39 35.62000(N)    093 39 29.46100(W) AD(       ) 1
 NK0737
 NK0737.Superseded values are not recommended for survey control.
 NK0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0737.See file dsdata.txt to determine how the superseded data were derived.
 NK0737
 NK0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4604023255(NAD 83)
 NK0737_MARKER: DS = TRIANGULATION STATION DISK
 NK0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0737
 NK0737  HISTORY     - Date     Condition        Report By
 NK0737  HISTORY     - 1938     MONUMENTED       CGS
 NK0737
 NK0737                          STATION DESCRIPTION
 NK0737
 NK0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0737'STATION DELANO IS ABOUT 6 MILES SE OF CLARION, 9 MILES W
 NK0737'OF DOWS, AND 13 MILES SXW OF BELMOND IN THE SE 1/4 OF SEC.
 NK0737'27, T 91 N, R 24 W, ON LAND OWNED AND OCCUPIED BY M.A. DELANO.
 NK0737'CONSENT OBTAINED.  STATION IS LOCATED IN THE SW CORNER OF
 NK0737'A SMALL PASTURE ABOUT 200 FEET NE OF THE NE CORNER OF A
 NK0737'TILE BARN, 92.6 FEET E OF A FENCE, AND 73 FEET N OF A FENCE.
 NK0737'THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 NK0737'
 NK0737'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NK0737'BRONZE DISKS SET IN CONCRETE.
 NK0737'
 NK0737'THE AZIMUTH MARK IS SSW OF THE STATION IN A FENCE-LINE, 30
 NK0737'FEET S OF THE CENTER LINE OF SECTION-LINE ROAD, 40 FEET E
 NK0737'OF A FENCE CORNER, 60 FEET NNE OF THE NE CORNER OF FARM HOME,
 NK0737'AND PROJECTS 8 INCHES.
 NK0737'
 NK0737'REFERENCE MARK NO. 1 IS WSW OF THE STATION IN A SE FENCE
 NK0737'CORNER, 100 FEET N OF THE NE CORNER OF A TILE BARN, AND PROJECTS
 NK0737'6 INCHES.  REFERENCE MARK NO. 2 IS NW OF THE STATION IN A
 NK0737'NE FENCE CORNER, 200 FEET N OF THE NE CORNER OF A TILE BARN
 NK0737'AND PROJECTS 6 INCHES.
 NK0737'
 NK0737'STATION WAS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY
 NK0737'69 AND IOWA ROUTE 10, WHICH IS 4.75 MILES E OF CLARION, BY
 NK0737'GOING S ON U.S. HIGHWAY 69 (PAVED) FOR 5.0 MILES TO A SIDE
 NK0737'ROAD TO THE W, THENCE W ON A GRAVEL AND DIRT ROAD FOR 1.15
 NK0737'MILES TO THE RESIDENCE OF MR. M.A. DELANO AND STATION ON THE
 NK0737'RIGHT, (N).
 NK0737'
 NK0737'STATIONS EAGLE, PASKING, CLARION, SCHLOMER (1926), ROWAN,
 NK0737'AND NACHAZEL (1926) WITH 90-FOOT TOWERS REQUIRE A 90-FOOT
 NK0737'TOWER AT THIS STATION.  STATION CORNELIA WITH A 90-FOOT
 NK0737'TOWER IS VG FROM THIS STATION.
 NK0737'
 NK0737'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2290 ***********************************************************************
 AH2290  DESIGNATION -  DELOIT AZ MK 3
 AH2290  PID         -  AH2290
 AH2290  STATE/COUNTY-  IA/CRAWFORD
 AH2290  USGS QUAD   -  DENISON (1971)
 AH2290
 AH2290                         *CURRENT SURVEY CONTROL
 AH2290  ___________________________________________________________________
 AH2290* NAD 83(1996)-  42 04 27.82246(N)    095 17 58.15968(W)     ADJUSTED  
 AH2290* NAVD 88     -       442.5    (meters)    1452.     (feet)  VERTCON   
 AH2290  ___________________________________________________________________
 AH2290  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 AH2290  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AH2290
 AH2290  HORZ ORDER  -  THIRD
 AH2290
 AH2290.The horizontal coordinates were established by classical geodetic methods
 AH2290.and adjusted by the National Geodetic Survey in January 2003..
 AH2290
 AH2290.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2290
 AH2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2290
 AH2290.The geoid height was determined by GEOID03.
 AH2290
 AH2290;                    North         East     Units Scale Factor Converg.
 AH2290;SPC IA N     - 1,065,386.665 1,351,096.218   MT  0.99999861   -1 13 10.5
 AH2290;UTM  15      - 4,660,594.859   309,778.490   MT  1.00004525   -1 32 28.8
 AH2290
 AH2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2290!SPC IA N     -   0.99993517  x   0.99999861  =   0.99993378
 AH2290!UTM  15      -   0.99993517  x   1.00004525  =   0.99998042
 AH2290
 AH2290|---------------------------------------------------------------------|
 AH2290| PID    Reference Object                     Distance      Geod. Az  |
 AH2290|                                                           dddmmss.s |
 AH2290| AH2289 DELOIT RESET                        361.064 METERS 05258     |
 AH2290| NL0616 SCHLESWIG MUNICIPAL TANK            APPROX.15.3 KM 3120325.2 |
 AH2290| AH2291 DELOIT AZ MK 4                      APPROX. 0.6 KM 3494954.3 |
 AH2290|---------------------------------------------------------------------|
 AH2290
 AH2290                          SUPERSEDED SURVEY CONTROL
 AH2290
 AH2290  NGVD 29 (01/21/03)  442.3    (m)         1451.     (f) VERT ANG       
 AH2290
 AH2290.Superseded values are not recommended for survey control.
 AH2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2290.See file dsdata.txt to determine how the superseded data were derived.
 AH2290
 AH2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0977860595(NAD 83)
 AH2290_MARKER: DS = TRIANGULATION STATION DISK
 AH2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2290_STAMPING: DELOIT 1950 NO 3 1982
 AH2290_MARK LOGO: NGS   
 AH2290_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2290+STABILITY: SURFACE MOTION
 AH2290
 AH2290  HISTORY     - Date     Condition        Report By
 AH2290  HISTORY     - 1982     MONUMENTED       NGS
 AH2290
 AH2290                          STATION DESCRIPTION
 AH2290
 AH2290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AH2290'THE STATION IS LOCATED ABOUT 7.6 KM (4.70 MI) NORTHEAST OF DENISON,
 AH2290'3.6 KM (2.25 MI) SOUTHEAST OF DELOIT AND ON THE WEST RIGHT-OF-WAY OF A
 AH2290'GRADE COUNTY ROAD.  TO REACH THE STATION FROM THE FIRE DEPARTMENT
 AH2290'BUILDING IN DELOIT, GO SOUTHEAST ON A PAVED ROAD PARALLEL TO A
 AH2290'RAILROAD TRACK FOR 0.24 KM (0.15 MI) TO A T-ROAD.  TURN LEFT AND GO
 AH2290'EAST ON A PAVED ROAD FOR 0.4 KM (0.25 MI) TO A BRIDGE OVER THE BAYER
 AH2290'RIVER, THE END OF PAVEMENT, AND A DIAGONAL CROSSROAD.  CONTINUE EAST
 AH2290'ON A GRADED ROAD FOR 0.48 KM (0.30 MI) TO A CURVE TO THE SOUTH.
 AH2290'CONTINUE SOUTH FOR 1.77 KM (1.10 MI) TO A CROSSROAD AND DELOIT AZ MK 4
 AH2290'ON THE RIGHT.  CONTINUE SOUTH ON A GRADED ROAD FOR 0.65 KM (0.40 MI)
 AH2290'TO THE TOP OF A HILL AND THE STATION ON THE RIGHT AT A FIELD ENTRANCE.
 AH2290'THE STATION IS A STANDARD NGS DISK STAMPED --- DELOIT 1950 NO 3 1982
 AH2290'--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AH2290'FLUSH WITH GROUND.  LOCATED 7.5 METERS (24.6 FT) WEST FROM THE
 AH2290'CENTERLINE OF THE ROAD, 5.2 METERS (17.1 FT) NORTH FROM THE CENTERLINE
 AH2290'OF THE FIELD ENTRANCE, 0.45 METERS (1.48 FT) EAST FROM A FENCE AND
 AH2290'0.45 METERS (1.48 FT) SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2291 ***********************************************************************
 AH2291  DESIGNATION -  DELOIT AZ MK 4
 AH2291  PID         -  AH2291
 AH2291  STATE/COUNTY-  IA/CRAWFORD
 AH2291  USGS QUAD   -  DENISON (1971)
 AH2291
 AH2291                         *CURRENT SURVEY CONTROL
 AH2291  ___________________________________________________________________
 AH2291* NAD 83(1996)-  42 04 48.44991(N)    095 18 03.12592(W)     ADJUSTED  
 AH2291* NAVD 88     -       423.4    (meters)    1389.     (feet)  VERTCON   
 AH2291  ___________________________________________________________________
 AH2291  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AH2291  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AH2291
 AH2291  HORZ ORDER  -  THIRD
 AH2291
 AH2291.The horizontal coordinates were established by classical geodetic methods
 AH2291.and adjusted by the National Geodetic Survey in January 2003..
 AH2291
 AH2291.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2291
 AH2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2291
 AH2291.The geoid height was determined by GEOID03.
 AH2291
 AH2291;                    North         East     Units Scale Factor Converg.
 AH2291;SPC IA N     - 1,066,025.392 1,350,995.640   MT  0.99999758   -1 13 13.9
 AH2291;UTM  15      - 4,661,234.170   309,681.496   MT  1.00004571   -1 32 32.8
 AH2291
 AH2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2291!SPC IA N     -   0.99993816  x   0.99999758  =   0.99993574
 AH2291!UTM  15      -   0.99993816  x   1.00004571  =   0.99998387
 AH2291
 AH2291:                Primary Azimuth Mark                     Grid Az
 AH2291:SPC IA N     -  DELOIT AZ MK RESET                       093 09 07.6
 AH2291:UTM  15      -  DELOIT AZ MK RESET                       093 28 26.5
 AH2291
 AH2291|---------------------------------------------------------------------|
 AH2291| PID    Reference Object                     Distance      Geod. Az  |
 AH2291|                                                           dddmmss.s |
 AH2291| AH1848 DELOIT AZ MK RESET                  APPROX. 0.8 KM 0915553.7 |
 AH2291| AH2290 DELOIT AZ MK 3                      APPROX. 0.6 KM 1694951.0 |
 AH2291|---------------------------------------------------------------------|
 AH2291
 AH2291                          SUPERSEDED SURVEY CONTROL
 AH2291
 AH2291  NGVD 29 (01/21/03)  423.2    (m)         1388.     (f) VERT ANG       
 AH2291
 AH2291.Superseded values are not recommended for survey control.
 AH2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2291.See file dsdata.txt to determine how the superseded data were derived.
 AH2291
 AH2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0968161234(NAD 83)
 AH2291_MARKER: DS = TRIANGULATION STATION DISK
 AH2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2291_STAMPING: DELOIT 1950 NO 4 1982
 AH2291_MARK LOGO: NGS   
 AH2291_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2291+STABILITY: SURFACE MOTION
 AH2291
 AH2291  HISTORY     - Date     Condition        Report By
 AH2291  HISTORY     - 1982     MONUMENTED       NGS
 AH2291
 AH2291                          STATION DESCRIPTION
 AH2291
 AH2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AH2291'THE STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) NORTHEAST OF DENISON,
 AH2291'2.8 KM (1.75 MI) SOUTHEAST OF DELOIT, AT A COUNTY ROAD INTERSECTION
 AH2291'AND ON ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE FIRE
 AH2291'DEPARTMENT BUILDING IN DELOIT, GO SOUTHEAST ON A PAVED ROAD, PARALLEL
 AH2291'TO A RAILROAD TRACK FOR 0.24 KM (0.15 MI) TO A T-ROAD.  TURN LEFT AND
 AH2291'GO EAST ON A PAVED ROAD FOR 0.4 KM (0.25 MI) TO A BRIDGE OVER THE
 AH2291'BAYER RIVER, THE END OF PAVEMENT AND A DIAGONAL CROSSROAD.  CONTINUE
 AH2291'EAST ON A GRAVELED ROAD FOR 0.48 KM (0.30 MI) TO A CURVE TO THE SOUTH.
 AH2291'CONTINUE SOUTH FOR 1.77 KM (1.10 MI) TO A CROSSROAD AND THE MARK ON
 AH2291'THE RIGHT, IN THE NORTHWEST ANGLE OF THE INTERSECTION.  THE STATION IS
 AH2291'A STANDARD NGS DISK STAMPED --- DELOIT 1950 NO 4 1982 --- SET INTO THE
 AH2291'TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 10 CM
 AH2291'ABOVE THE GROUND.  LOCATED 11.3 METERS (37.1 FT) WEST FROM THE
 AH2291'CENTERLINE OF THE NORTH/SOUTH ROAD, 7.6 METERS (24.9 FT) NORTH FROM
 AH2291'THE CENTERLINE OF THE EAST/WEST ROAD AND 0.45 METERS (1.48 FT) EAST
 AH2291'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1848 ***********************************************************************
 AH1848  DESIGNATION -  DELOIT AZ MK RESET
 AH1848  PID         -  AH1848
 AH1848  STATE/COUNTY-  IA/CRAWFORD
 AH1848  USGS QUAD   -  DENISON (1971)
 AH1848
 AH1848                         *CURRENT SURVEY CONTROL
 AH1848  ___________________________________________________________________
 AH1848* NAD 83(1996)-  42 04 47.58221(N)    095 17 28.64659(W)     ADJUSTED  
 AH1848* NAVD 88     -       418.3    (meters)    1372.     (feet)  VERTCON   
 AH1848  ___________________________________________________________________
 AH1848  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 AH1848  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AH1848
 AH1848  HORZ ORDER  -  THIRD
 AH1848
 AH1848.The horizontal coordinates were established by classical geodetic methods
 AH1848.and adjusted by the National Geodetic Survey in January 2003..
 AH1848
 AH1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1848
 AH1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1848
 AH1848.The geoid height was determined by GEOID03.
 AH1848
 AH1848;                    North         East     Units Scale Factor Converg.
 AH1848;SPC IA N     - 1,065,981.790 1,351,787.407   MT  0.99999763   -1 12 50.5
 AH1848;UTM  15      - 4,661,186.118   310,473.042   MT  1.00004201   -1 32 09.6
 AH1848
 AH1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1848!SPC IA N     -   0.99993896  x   0.99999763  =   0.99993659
 AH1848!UTM  15      -   0.99993896  x   1.00004201  =   0.99998097
 AH1848
 AH1848:                Primary Azimuth Mark                     Grid Az
 AH1848:SPC IA N     -  DELOIT RESET                             226 04 02.1
 AH1848:UTM  15      -  DELOIT RESET                             226 23 21.2
 AH1848
 AH1848|---------------------------------------------------------------------|
 AH1848| PID    Reference Object                     Distance      Geod. Az  |
 AH1848|                                                           dddmmss.s |
 AH1848| AH2289 DELOIT RESET                        APPROX. 0.6 KM 2245111.6 |
 AH1848| AH2291 DELOIT AZ MK 4                      APPROX. 0.8 KM 2715616.8 |
 AH1848|---------------------------------------------------------------------|
 AH1848
 AH1848                          SUPERSEDED SURVEY CONTROL
 AH1848
 AH1848  NGVD 29 (01/21/03)  418.2    (m)         1372.     (f) VERT ANG       
 AH1848
 AH1848.Superseded values are not recommended for survey control.
 AH1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1848.See file dsdata.txt to determine how the superseded data were derived.
 AH1848
 AH1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1047361186(NAD 83)
 AH1848_MARKER: DZ = AZIMUTH MARK DISK
 AH1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1848_STAMPING: DELOIT 1950 RESET 1963
 AH1848_MARK LOGO: CGS   
 AH1848_PROJECTION: FLUSH
 AH1848_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1848+STABILITY: SURFACE MOTION
 AH1848
 AH1848  HISTORY     - Date     Condition        Report By
 AH1848  HISTORY     - 1963     MONUMENTED       CGS
 AH1848  HISTORY     - 19631231 GOOD             CGS
 AH1848  HISTORY     - 19820621 GOOD             CGS
 AH1848
 AH1848                          STATION DESCRIPTION
 AH1848
 AH1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCT)
 AH1848'THE STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) NORTHEAST OF DENISON, 4
 AH1848'KM (2.50 MI) SOUTHEAST OF DELOIT AND ON THE SOUTH RIGHT-OF-WAY OF A
 AH1848'BLADED COUNTY ROAD.  TO REACH THE STATION FROM THE FIRE DEPARTMENT
 AH1848'BUILDING IN DELOIT, GO SOUTHEAST ON A PAVED ROAD PARALLEL TO A
 AH1848'RAILROAD TRACK FOR 0.24 KM (0.15 MI) TO A T-ROAD.  TURN LEFT AND GO
 AH1848'EAST ON A PAVED ROAD FOR 0.40 KM (0.25 MI) TO A BRIDGE OVER THE BAYER
 AH1848'RIVER, THE END OF PAVEMENT AND A DIAGANAL CROSSROAD.  CONTINUE EAST ON
 AH1848'A GRAVELED ROAD FOR 0.48 KM (0.30 MI) TO A CURVE TO THE SOUTH.
 AH1848'CONTINUE SOUTH FOR 1.77 KM (1.10 MI) TO A CROSSROAD AND DELOIT AZ MK 4
 AH1848'ON THE RIGHT.  TURN LEFT AND GO EAST ON A GRADED ROAD FOR 0.16 KM
 AH1848'(0.10 MI) TO A FORK.  BEAR RIGHT AND CONTINUE EAST ON A DIRT ROAD FOR
 AH1848'0.48 KM (0.30 MI) TO THE MARK ON THE RIGHT, AT A FIELD ENTRANCE.  THE
 AH1848'STATION IS A STANDARD CGS DISK STAMPED --- DELOIT 1950 RESET 1963 ---
 AH1848'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 AH1848'WITH GROUND.  LOCATED 9.1 METERS (29.9 FT) SOUTH FROM THE CENTERLINE
 AH1848'OF THE ROAD, 4.3 METERS (14.1 FT) EAST FROM THE CENTER OF A GATE, 1.28
 AH1848'METERS (4.20 FT) WEST FROM A POWERLINE POLE AND 0.3 METERS (1.0 FT)
 AH1848'EAST FROM A WITNESS POST.
 AH1848
 AH1848                          STATION RECOVERY (1982)
 AH1848
 AH1848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1982 (CLN)
 AH1848'THE STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) NORTHEAST OF DENISON, 4
 AH1848'KM (2.50 MI) SOUTHEAST OF DELOIT AND ON THE SOUTH RIGHT-OF-WAY OF A
 AH1848'BLADED COUNTY ROAD.  TO REACH THE STATION FROM THE FIRE DEPARTMENT
 AH1848'BUILDING IN DELOIT, GO SOUTHEAST ON A PAVED ROAD, PARALLEL TO A
 AH1848'RAILROAD TRACK, FOR 0.24 KM (0.15 MI) TO A T-ROAD.  TURN LEFT AND GO
 AH1848'EAST ON A PAVED ROAD FOR 0.40 KM (0.25 MI) TO A BRIDGE OVER THE BAYER
 AH1848'RIVER, THE END OF PAVEMENT AND A DIAGANAL CROSSROAD.  CONTINUE EAST ON
 AH1848'A GRAVELED ROAD FOR 0.48 KM (0.30 MI) TO A CURVE TO THE SOUTH.
 AH1848'CONTINUE SOUTH FOR 1.77 KM (1.10 MI) TO A CROSSROAD AND DELOIT AZ MK 4
 AH1848'ON THE RIGHT.
 AH1848'THE STATION IS A STANDARD CGS DISK STAMPED---DELOIT 1950 RESET 1963-,
 AH1848'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 AH1848'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 9.1 METERS (29.9
 AH1848'FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 4.3 METERS (14.1 FT) EAST
 AH1848'FROM THE CENTER OF A GATE, 1.28 METERS (4.20 FT) WEST FROM A POWERLINE
 AH1848'POLE, 0.3 METERS (1.0 FT) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0612 ***********************************************************************
 NL0612  DESIGNATION -  DELOIT MUNICIPAL TANK
 NL0612  PID         -  NL0612
 NL0612  STATE/COUNTY-  IA/CRAWFORD
 NL0612  USGS QUAD   -  DENISON (1971)
 NL0612
 NL0612                         *CURRENT SURVEY CONTROL
 NL0612  ___________________________________________________________________
 NL0612* NAD 83(1996)-  42 06 02.31529(N)    095 19 18.76277(W)     ADJUSTED  
 NL0612* NAVD 88     -                                                        
 NL0612  ___________________________________________________________________
 NL0612  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 NL0612  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 NL0612
 NL0612  HORZ ORDER  -  THIRD
 NL0612
 NL0612.The horizontal coordinates were established by classical geodetic methods
 NL0612.and adjusted by the National Geodetic Survey in May 1999..
 NL0612
 NL0612
 NL0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0612
 NL0612.The geoid height was determined by GEOID03.
 NL0612
 NL0612;                    North         East     Units Scale Factor Converg.
 NL0612;SPC IA N     - 1,068,341.156 1,349,306.626   MT  0.99999401   -1 14 05.2
 NL0612;UTM  15      - 4,663,559.520   308,005.439   MT  1.00005359   -1 33 25.7
 NL0612
 NL0612                          SUPERSEDED SURVEY CONTROL
 NL0612
 NL0612  NAD 83(1986)-  42 06 02.31493(N)    095 19 18.76498(W) AD(       ) 4
 NL0612  NAD 27      -  42 06 02.36000(N)    095 19 17.77000(W) AD(       ) 3
 NL0612
 NL0612.Superseded values are not recommended for survey control.
 NL0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0612.See file dsdata.txt to determine how the superseded data were derived.
 NL0612
 NL0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0800563560(NAD 83)
 NL0612_MARKER: 53 = ELEVATED TANK
 NL0612
 NL0612  HISTORY     - Date     Condition        Report By
 NL0612  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0612
 NL0612                          STATION DESCRIPTION
 NL0612
 NL0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0612'THE STATION IS LOCATED IN THE NORTH SECTION OF THE SMALL
 NL0612'VILLAGE OF DELOIT.  IT IS ABOUT 70 FEET HIGH, PAINTED SILVER
 NL0612'WITH A RED ROOF AND HAS 4-LEGS.  IT IS 0.05 MILE NORTH OF THE
 NL0612'PUBLIC SCHOOL BUILDING, 100 FEET EAST OF THE CENTERLINE OF A
 NL0612'ROAD AND 40 FEET SOUTHWEST OF THE CENTERLINE OF A TRACK ROAD.
 NL0612'
 NL0612'TO REACH FROM THE POST OFFICE IN DELOIT, GO WEST FOR 0.25 MILE
 NL0612'TO A CROSS STREETS.  TURN RIGHT (NORTH) AND GO 0.2 MILE TO
 NL0612'STATION AS DESCRIBED.
 NL0612'
 NL0612'POINT INTERSECTED WAS THE BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2289 ***********************************************************************
 AH2289  DESIGNATION -  DELOIT RESET
 AH2289  PID         -  AH2289
 AH2289  STATE/COUNTY-  IA/CRAWFORD
 AH2289  USGS QUAD   -  DENISON (1971)
 AH2289
 AH2289                         *CURRENT SURVEY CONTROL
 AH2289  ___________________________________________________________________
 AH2289* NAD 83(1996)-  42 04 34.87082(N)    095 17 45.62101(W)     ADJUSTED  
 AH2289* NAVD 88     -       443.     (meters)    1453.     (feet)  SCALED    
 AH2289  ___________________________________________________________________
 AH2289  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 AH2289  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AH2289
 AH2289  HORZ ORDER  -  SECOND
 AH2289
 AH2289.The horizontal coordinates were established by classical geodetic methods
 AH2289.and adjusted by the National Geodetic Survey in May 1999..
 AH2289
 AH2289.The orthometric height was scaled from a topographic map.
 AH2289
 AH2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2289
 AH2289.The geoid height was determined by GEOID03.
 AH2289
 AH2289;                    North         East     Units Scale Factor Converg.
 AH2289;SPC IA N     - 1,065,597.958 1,351,389.002   MT  0.99999826   -1 13 02.0
 AH2289;UTM  15      - 4,660,804.513   310,072.469   MT  1.00004388   -1 32 20.6
 AH2289
 AH2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2289!SPC IA N     -   0.99993507  x   0.99999826  =   0.99993333
 AH2289!UTM  15      -   0.99993507  x   1.00004388  =   0.99997894
 AH2289
 AH2289:                Primary Azimuth Mark                     Grid Az
 AH2289:SPC IA N     -  DELOIT AZ MK RESET                       046 04 02.2
 AH2289:UTM  15      -  DELOIT AZ MK RESET                       046 23 20.8
 AH2289
 AH2289|---------------------------------------------------------------------|
 AH2289| PID    Reference Object                     Distance      Geod. Az  |
 AH2289|                                                           dddmmss.s |
 AH2289| AH1848 DELOIT AZ MK RESET                  APPROX. 0.6 KM 0445100.2 |
 AH2289| AI2517 DELOIT RM 3                          10.470 METERS 07130     |
 AH2289| AI2514 DELOIT AZ MK                                       0720252.0 |
 AH2289| NL0603 WEST SIDE MUNICIPAL TANK            APPROX.16.4 KM 0910514.5 |
 AH2289| AI2515 DELOIT RM 1                          23.590 METERS 09850     |
 AH2289| NL0605 VAIL MUNICIPAL TANK                 APPROX. 7.7 KM 1010938.3 |
 AH2289| NL0613 DENISON SMALL MUNICIPAL TANK        APPROX. 7.6 KM 2161813.5 |
 AH2289| NL0614 DENISON LARGE MUNICIPAL TANK        APPROX. 7.6 KM 2162742.8 |
 AH2289| AH2290 DELOIT AZ MK 3                      361.064 METERS 23258     |
 AH2289| AI2516 DELOIT RM 2                          24.684 METERS 25857     |
 AH2289| AI2518 DELOIT RM 4                          14.076 METERS 28424     |
 AH2289| NL0616 SCHLESWIG MUNICIPAL TANK            APPROX.15.4 KM 3104427.7 |
 AH2289| AH2291 DELOIT AZ MK 4                      APPROX. 0.6 KM 3160935.3 |
 AH2289| NL0612 DELOIT MUNICIPAL TANK               APPROX. 3.4 KM 3213449.3 |
 AH2289|---------------------------------------------------------------------|
 AH2289
 AH2289                          SUPERSEDED SURVEY CONTROL
 AH2289
 AH2289  NAD 83(1986)-  42 04 34.87061(N)    095 17 45.62387(W) AD(       ) 2
 AH2289
 AH2289.Superseded values are not recommended for survey control.
 AH2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2289.See file dsdata.txt to determine how the superseded data were derived.
 AH2289
 AH2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1007260805(NAD 83)
 AH2289_MARKER: DS = TRIANGULATION STATION DISK
 AH2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2289_STAMPING: DELOIT 1950 1982
 AH2289_MARK LOGO: NGS   
 AH2289_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2289+STABILITY: SURFACE MOTION
 AH2289
 AH2289  HISTORY     - Date     Condition        Report By
 AH2289  HISTORY     - 1982     MONUMENTED       NGS
 AH2289
 AH2289                          STATION DESCRIPTION
 AH2289
 AH2289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AH2289'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK RESET WERE RECOVERED
 AH2289'IN GOOD CONDITION.  REFERENCE MARK 3 APPEARED DISTURBED AND REFERENCE
 AH2289'MARK 4 AND THE SURFACE MARK HAD BEEN DESTROYED.  THE STATION IS NOW IN
 AH2289'A CULTIVATED FIELD AND WAS RECESSED AT THE REQUEST OF THE PERSON
 AH2289'FARMING THE PROPERTY.  SINCE IT IS IN A CULTIVATED FIELD NO NEW
 AH2289'REFERENCE MARKS COULD BE SET.  TWO NEW AZIMUTH MARKS WERE SET IN
 AH2289'ORDER.  THE STATION COULD BE FOUND BY A 3-POINT SOLUTION.  A NEW
 AH2289'RECESSED STATION MARK WAS ESTABLISHED DIRECTLY OVER THE ORIGINAL
 AH2289'UNDERGROUND MARK.  REFERENCE MARK 3 WAS LEFT IN PLACE BUT WILL BE
 AH2289'REMOVED BY THE FARMER IN THE NEAR FUTURE.  IT WAS NOT OBSERVED UPON
 AH2289'THIS DATE.  A CHECK ANGLE WAS OBTAINED FROM A LANDMARK TO THE AZIMUTH
 AH2289'MARK RESET.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE STATION IS
 AH2289'LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF DENISON, 3.2 KM (2.00 MI)
 AH2289'SOUTHEAST OF DELOIT, IN SEC20, T84N R38W AND ON PROPERTY OWNED BY T A
 AH2289'CHRISTIANSEN AND LEASED BY RANDY KINK.  MR CHRISTIANSEN, WHO LIVES IN
 AH2289'DENISON COULD NOT BE REACHED BUT MR KLINK HAD DISCUSSED PERMISSION
 AH2289'WITH HIM AND GRANTED PERMISSION TO DO THE WORK.  MR KLINKS ADDRESS IS
 AH2289'RURAL ROUTE 1, DENISON, IOWA, TELEPHONE 712-263-6698.  MR KLINK
 AH2289'RESIDES AT THE HOUSE NEAR THE STATION.  TO REACH THE STATION FROM THE
 AH2289'FIRE DEPARTMENT BUILDING ON DELOIT, GO SOUTHEAST ON A PAVED ROAD,
 AH2289'PARALLEL TO THE RAILROAD TRACK, FOR 0.24 KM (0.15 MI) TO A T-ROAD.
 AH2289'TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.4 KM (0.25 MI) TO A BRIDGE
 AH2289'OVER THE BAYER RIVER, THE END OF PAVEMENT AND A DIAGONAL CROSSROAD.
 AH2289'CONTINUE EAST ON A GRAVELED ROAD FOR 0.48 KM (0.30 MI) TO A CURVE TO
 AH2289'THE SOUTH.  CONTINUE SOUTH FOR 1.77 KM (1.10 MI) TO A CROSSROAD AND
 AH2289'AZIMUTH MARK 4 ON THE RIGHT.  CONTINUE SOUTH FOR 0.4 KM (0.25 MI) TO A
 AH2289'HOUSE ON THE LEFT.  TURN LEFT AND GO EAST ON A DRIVEWAY, PASSING TO
 AH2289'THE SOUTH OF THE HOUSE, FOR 0.24 KM (0.15 MI) TO A GATE AT THE EAST
 AH2289'SIDE OF A BARN.  PASS THROUGH THE GATE AND CONTINUE EAST, ACROSS A
 AH2289'CULTIVATED FIELD, FOR 0.08 KM (0.05 MI) TO THE STATION ON TOP THE
 AH2289'HILL.  THE STATION IS A STANDARD NGS DISK STAMPED --- DELOIT 1950 1982
 AH2289'--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT 41 CM IN DIAMETER
 AH2289'RECESSED 61 CM BELOW THE GROUND.  AZIMUTH MARK NO 2 IS A STANDARD CGS
 AH2289'DISK STAMPED ---DELOIT 1950 RESET 1963--- SET IN THE TOP OF A SQUARE
 AH2289'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 9.1
 AH2289'METERS (29.9 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 4.3 METERS
 AH2289'(14.1 FT) EAST FROM THE CENTER OF A GATE, 1.28 METERS (4.20 FT) WEST
 AH2289'FROM A POWERLINE POLE AND 0.3 METERS (1.0 FT) EAST FROM A WITNESS
 AH2289'POST.  TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO THE ROAD,
 AH2289'TURN RIGHT AND GO NORTH FOR 0.4 KM (0.25 MI) TO THE CROSSROAD AT
 AH2289'AZIMUTH MARK 4.  TURN RIGHT AND GO EAST FOR 0.16 KM (0.10 MI) TO A
 AH2289'FORK.  BEAR RIGHT AND CONTINUE EAST FOR 0.48 KM (0.30 MI) TO THE MARK
 AH2289'ON THE RIGHT.  AZIMUTH MARK 3 IS A STANDARD DISK STAMPED --- DELOIT
 AH2289'1950 NO 3 1982 --- SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12
 AH2289'INCHES OR 30 CM IN DIAMETER AND IS FLUSH WITH THE GROUND.  IT IS 7.5 M
 AH2289'(24.6 FT) WEST OF THE CENTERLINE OF THE ROAD, 5.2 M (17.1 FT) NORTH FO
 AH2289'THE CENTERLINE OF A FIELD ENTRANCE, 0.45 M (1.48 FT) EAST FROM A FENCE
 AH2289'AND 0.45 M (1.48 FT) SOUTH FROM A WITNESS POST.  TO REACH AZIMUTH MARK
 AH2289'3 FROM THE STATION, RETURN TO THE ROAD, TURN LEFT AND GO SOUTH FOR
 AH2289'0.24 KM (0.15 MI) TO THE MARK ON THE RIGHT, AT THE TOP OF THE HILL.
 AH2289'AZIMUTH MARK 4 IS A STANDARD DISK STAMPED --- DELOIT 1950 NO 4 1982
 AH2289'--- SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES OR 30
 AH2289'CM IN DIAMETER AND PROJECTS 4 INCHES OR 10 CM ABOVE THE GROUND.  IT IS
 AH2289'11.3 M (37.1 FT) WEST FROM THE CENTERLINE OF THE ROAD, 7.6 M (24.9 FT)
 AH2289'NORTH FROM THE CENTERLINE OF THE EAST/WEST ROAD AND 0.45 M (1.48 FT)
 AH2289'EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1427 ***********************************************************************
 MJ1427  DESIGNATION -  DENIPORT
 MJ1427  PID         -  MJ1427
 MJ1427  STATE/COUNTY-  IA/CRAWFORD
 MJ1427  USGS QUAD   -  DOW CITY (1971)
 MJ1427
 MJ1427                         *CURRENT SURVEY CONTROL
 MJ1427  ___________________________________________________________________
 MJ1427* NAD 83(1996)-  41 59 11.54209(N)    095 22 50.33705(W)     ADJUSTED  
 MJ1427* NAVD 88     -       385.3    (meters)    1264.     (feet)  VERTCON   
 MJ1427  ___________________________________________________________________
 MJ1427  X           -    -445,254.541 (meters)                     COMP
 MJ1427  Y           -  -4,727,341.587 (meters)                     COMP
 MJ1427  Z           -   4,244,730.815 (meters)                     COMP
 MJ1427  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 MJ1427  ELLIP HEIGHT-         356.04  (meters)          (05/06/99) GPS OBS
 MJ1427  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 MJ1427
 MJ1427  HORZ ORDER  -  THIRD
 MJ1427  ELLP ORDER  -  FOURTH    CLASS I
 MJ1427
 MJ1427.This mark is at Denison Municipal Airport (DNS)
 MJ1427
 MJ1427.The horizontal coordinates were established by GPS observations
 MJ1427.and adjusted by the National Geodetic Survey in May 1999..
 MJ1427
 MJ1427.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1427
 MJ1427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1427
 MJ1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1427
 MJ1427.The ellipsoidal height was determined by GPS observations
 MJ1427.and is referenced to NAD 83.
 MJ1427
 MJ1427.The geoid height was determined by GEOID03.
 MJ1427
 MJ1427;                    North         East     Units Scale Factor Converg.
 MJ1427;SPC IA N     - 1,055,776.721 1,344,164.387   MT  1.00001551   -1 16 28.6
 MJ1427;UTM  15      - 4,651,023.267   302,792.691   MT  1.00007857   -1 35 35.0
 MJ1427
 MJ1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1427!SPC IA N     -   0.99994416  x   1.00001551  =   0.99995967
 MJ1427!UTM  15      -   0.99994416  x   1.00007857  =   1.00002273
 MJ1427
 MJ1427:                Primary Azimuth Mark                     Grid Az
 MJ1427:SPC IA N     -  DENIPORT AZ MK                           306 03 18.1
 MJ1427:UTM  15      -  DENIPORT AZ MK                           306 22 24.5
 MJ1427
 MJ1427|---------------------------------------------------------------------|
 MJ1427| PID    Reference Object                     Distance      Geod. Az  |
 MJ1427|                                                           dddmmss.s |
 MJ1427| MJ1428 DENIPORT AZ MK                      APPROX. 0.6 KM 3044649.5 |
 MJ1427|---------------------------------------------------------------------|
 MJ1427
 MJ1427                          SUPERSEDED SURVEY CONTROL
 MJ1427
 MJ1427  NAD 83(1996)-  41 59 11.54311(N)    095 22 50.33758(W) AD(       ) 3
 MJ1427  NAD 83(1986)-  41 59 11.54327(N)    095 22 50.33810(W) AD(       ) 3
 MJ1427  NGVD 29 (07/09/90)  385.1    (m)         1263.     (f) GPS OBS        
 MJ1427
 MJ1427.Superseded values are not recommended for survey control.
 MJ1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1427.See file dsdata.txt to determine how the superseded data were derived.
 MJ1427
 MJ1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0279351023(NAD 83)
 MJ1427_MARKER: I = METAL ROD
 MJ1427_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1427_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1427_STAMPING: DENIPORT 1989
 MJ1427_MARK LOGO: NGS   
 MJ1427_PROJECTION: FLUSH
 MJ1427_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1427+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1427_ROD/PIPE-DEPTH: 10.4 meters
 MJ1427_SLEEVE-DEPTH  : 0.91 meters
 MJ1427
 MJ1427  HISTORY     - Date     Condition        Report By
 MJ1427  HISTORY     - 1989     MONUMENTED       NGS
 MJ1427
 MJ1427                          STATION DESCRIPTION
 MJ1427
 MJ1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1427'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHWEST OF DENISON, AT
 MJ1427'THE DENISON MUNICIPAL AIRPORT, AT THE JUNCTION OF THE ENTRANCE RAMP
 MJ1427'AND RUNWAY.  OWNERSHIP--CITY OF DENISON, DENISON, IA 51422, PHONE
 MJ1427'(712) 263-2781.  THE AIRPORT MANAGER IS CHARLES HAWLEY.
 MJ1427'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 30 AND CHAMBERLIN
 MJ1427'DRIVE, ABOUT 1.4 KM (0.85 MI) SOUTHWEST OF THE JUNCTION OF US HIGHWAYS
 MJ1427'59 AND 30 ON THE SOUTH SIDE OF DENISON, GO SOUTHEAST ON CHAMBERLIN
 MJ1427'DRIVE FOR 0.3 KM (0.20 MI) TO THE JUNCTION OF A PAVED ROAD ON THE
 MJ1427'RIGHT.  TURN RIGHT, SOUTH, ON THE PAVED ROAD FOR 1.3 KM (0.80 MI) TO
 MJ1427'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, WEST, FOR 0.2 KM
 MJ1427'(0.10 MI) TO A GATE ON THE RIGHT.  PASS THROUGH THE GATE AND BEAR LEFT
 MJ1427'ONTO THE ENTRANCE RAMP TO THE JUNCTION OF THE RUNWAY AND THE STATION
 MJ1427'ON THE RIGHT.
 MJ1427'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MJ1427'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 MJ1427'SURROUNDED BY CONCRETE.  LOCATED 19.71 M (64.7 FT) NORTHEAST OF THE
 MJ1427'CENTER OF THE RUNWAY, 14.9 M (48.9 FT) NORTHWEST OF THE CENTER OF THE
 MJ1427'ENTRANCE RAMP, 7.4 M (24.3 FT) NORTH OF THE CURVED EDGE OF THE
 MJ1427'ENTRANCE RAMP, 4.3 M (14.1 FT) NORTHEAST OF A RAMP BEACON LIGHT AND
 MJ1427'4.3 M (14.1 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 MJ1427'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MJ1427'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1428 ***********************************************************************
 MJ1428  DESIGNATION -  DENIPORT AZ MK
 MJ1428  PID         -  MJ1428
 MJ1428  STATE/COUNTY-  IA/CRAWFORD
 MJ1428  USGS QUAD   -  DOW CITY (1971)
 MJ1428
 MJ1428                         *CURRENT SURVEY CONTROL
 MJ1428  ___________________________________________________________________
 MJ1428* NAD 83(1996)-  41 59 21.87834(N)    095 23 10.28711(W)     ADJUSTED  
 MJ1428* NAVD 88     -       387.7    (meters)    1272.     (feet)  VERTCON   
 MJ1428  ___________________________________________________________________
 MJ1428  X           -    -445,691.912 (meters)                     COMP
 MJ1428  Y           -  -4,727,087.870 (meters)                     COMP
 MJ1428  Z           -   4,244,969.482 (meters)                     COMP
 MJ1428  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 MJ1428  ELLIP HEIGHT-         358.45  (meters)          (05/06/99) GPS OBS
 MJ1428  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 MJ1428
 MJ1428  HORZ ORDER  -  THIRD
 MJ1428  ELLP ORDER  -  FOURTH    CLASS I
 MJ1428
 MJ1428.This mark is at Denison Municipal Airport (DNS)
 MJ1428
 MJ1428.The horizontal coordinates were established by GPS observations
 MJ1428.and adjusted by the National Geodetic Survey in May 1999..
 MJ1428
 MJ1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1428
 MJ1428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1428
 MJ1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1428
 MJ1428.The ellipsoidal height was determined by GPS observations
 MJ1428.and is referenced to NAD 83.
 MJ1428
 MJ1428.The geoid height was determined by GEOID03.
 MJ1428
 MJ1428;                    North         East     Units Scale Factor Converg.
 MJ1428;SPC IA N     - 1,056,105.787 1,343,712.379   MT  1.00001492   -1 16 42.1
 MJ1428;UTM  15      - 4,651,354.862   302,342.491   MT  1.00008076   -1 35 48.7
 MJ1428
 MJ1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1428!SPC IA N     -   0.99994378  x   1.00001492  =   0.99995870
 MJ1428!UTM  15      -   0.99994378  x   1.00008076  =   1.00002454
 MJ1428
 MJ1428:                Primary Azimuth Mark                     Grid Az
 MJ1428:SPC IA N     -  DENIPORT                                 126 03 18.2
 MJ1428:UTM  15      -  DENIPORT                                 126 22 24.8
 MJ1428
 MJ1428|---------------------------------------------------------------------|
 MJ1428| PID    Reference Object                     Distance      Geod. Az  |
 MJ1428|                                                           dddmmss.s |
 MJ1428| MJ1427 DENIPORT                            APPROX. 0.6 KM 1244636.1 |
 MJ1428|---------------------------------------------------------------------|
 MJ1428
 MJ1428                          SUPERSEDED SURVEY CONTROL
 MJ1428
 MJ1428  NAD 83(1996)-  41 59 21.87947(N)    095 23 10.28739(W) AD(       ) 3
 MJ1428  NAD 83(1986)-  41 59 21.87964(N)    095 23 10.28798(W) AD(       ) 3
 MJ1428  NGVD 29 (07/09/90)  387.5    (m)         1271.     (f) GPS OBS        
 MJ1428
 MJ1428.Superseded values are not recommended for survey control.
 MJ1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1428.See file dsdata.txt to determine how the superseded data were derived.
 MJ1428
 MJ1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0234251355(NAD 83)
 MJ1428_MARKER: I = METAL ROD
 MJ1428_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1428_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1428_STAMPING: DENIPORT AZ MK 1989
 MJ1428_MARK LOGO: NGS   
 MJ1428_PROJECTION: FLUSH
 MJ1428_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1428+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1428_ROD/PIPE-DEPTH: 11.2 meters
 MJ1428_SLEEVE-DEPTH  : 0.91 meters
 MJ1428
 MJ1428  HISTORY     - Date     Condition        Report By
 MJ1428  HISTORY     - 1989     MONUMENTED       NGS
 MJ1428
 MJ1428                          STATION DESCRIPTION
 MJ1428
 MJ1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1428'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHWEST OF DENISON, AT
 MJ1428'THE DENISON MUNICIPAL AIRPORT, AT THE TURN-AROUND OF RUNWAY 12 AND
 MJ1428'NEAR THE WEST CORNER OF A VASI LIGHT.  OWNERSHIP CITY OF DENISON,
 MJ1428'DENISON, IA 51422, PHONE (712) 263-2781.  THE AIRPORT MANAGER IS
 MJ1428'CHARLES HAWLEY.
 MJ1428'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 30 AND CHAMBERLIN
 MJ1428'DRIVE, ABOUT 1.4 KM (0.85 MI) SOUTHWEST OF THE JUNCTION OF US HIGHWAYS
 MJ1428'59 AND 30 ON THE SOUTH SIDE OF DENISON, GO SOUTHEAST ON CHAMBERLIN
 MJ1428'DRIVE FOR 0.3 KM (0.20 MI) TO THE JUNCTION OF A PAVED ROAD ON THE
 MJ1428'RIGHT.  TURN RIGHT, SOUTH, ON THE PAVED ROAD FOR 1.3 KM (0.80 MI) TO
 MJ1428'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, WEST, FOR 0.2 KM
 MJ1428'(0.10 MI) TO A GATE ON THE RIGHT.  PASS THROUGH THE GATE AND BEAR LEFT
 MJ1428'ONTO THE ENTRANCE RAMP TO THE JUNCTION OF THE RUNWAY.  TURN RIGHT ONTO
 MJ1428'THE RUNWAY AND GO 0.6 KM (0.35 MI) TO A TURN-AROUND AND THE STATION ON
 MJ1428'THE RIGHT NEAR THE WEST CORNER OF A VASI LIGHT.
 MJ1428'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MJ1428'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 MJ1428'SURROUNDED BY CONCRETE.  LOCATED 24.55 M (80.5 FT) NORTHEAST OF THE
 MJ1428'CENTER OF THE RUNWAY, 16.5 M (54.1 FT) NORTHWEST OF THE CENTER OF THE
 MJ1428'SOUTHEAST SIDE OF THE TURN-AROUND, 9.5 M (31.2 FT) EAST-NORTHEAST OF A
 MJ1428'TURN-AROUND BEACON LIGHT, 2.1 M (6.9 FT) SOUTHWEST OF THE WEST LEG OF
 MJ1428'A VASI LIGHT AND 2.1 M (6.9 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 MJ1428'POST.
 MJ1428'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MJ1428'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1173 ***********************************************************************
 MJ1173  DESIGNATION -  DENISON
 MJ1173  PID         -  MJ1173
 MJ1173  STATE/COUNTY-  IA/CRAWFORD
 MJ1173  USGS QUAD   -  EARLING NE (1971)
 MJ1173
 MJ1173                         *CURRENT SURVEY CONTROL
 MJ1173  ___________________________________________________________________
 MJ1173* NAD 83(1996)-  41 58 29.40205(N)    095 18 28.81535(W)     ADJUSTED  
 MJ1173* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 MJ1173  ___________________________________________________________________
 MJ1173  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 MJ1173  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 MJ1173
 MJ1173  HORZ ORDER  -  THIRD
 MJ1173
 MJ1173.The horizontal coordinates were established by classical geodetic methods
 MJ1173.and adjusted by the National Geodetic Survey in May 1999..
 MJ1173
 MJ1173.The orthometric height was scaled from a topographic map.
 MJ1173
 MJ1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1173
 MJ1173.The geoid height was determined by GEOID03.
 MJ1173
 MJ1173;                    North         East     Units Scale Factor Converg.
 MJ1173;SPC IA N     - 1,054,345.500 1,350,155.198   MT  1.00001794   -1 13 31.3
 MJ1173;UTM  15      - 4,649,558.688   308,775.736   MT  1.00004997   -1 32 38.7
 MJ1173
 MJ1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1173!SPC IA N     -   0.99993259  x   1.00001794  =   0.99995052
 MJ1173!UTM  15      -   0.99993259  x   1.00004997  =   0.99998255
 MJ1173
 MJ1173|---------------------------------------------------------------------|
 MJ1173| PID    Reference Object                     Distance      Geod. Az  |
 MJ1173|                                                           dddmmss.s |
 MJ1173| CL6374 DENISON RM 1                         12.679 METERS 16139     |
 MJ1173| CL6373 DENISON AZ MK                                      3065928.4 |
 MJ1173| NL0614 DENISON LARGE MUNICIPAL TANK        APPROX. 6.3 KM 3260311.4 |
 MJ1173| NL0613 DENISON SMALL MUNICIPAL TANK        APPROX. 6.2 KM 3261041.2 |
 MJ1173| CL6375 DENISON RM 2                         19.519 METERS 34617     |
 MJ1173|---------------------------------------------------------------------|
 MJ1173
 MJ1173                          SUPERSEDED SURVEY CONTROL
 MJ1173
 MJ1173  NAD 83(1996)-  41 58 29.40211(N)    095 18 28.81879(W) AD(       ) 3
 MJ1173  NAD 83(1986)-  41 58 29.40240(N)    095 18 28.81883(W) AD(       ) 3
 MJ1173  NAD 27      -  41 58 29.44400(N)    095 18 27.82900(W) AD(       ) 3
 MJ1173
 MJ1173.Superseded values are not recommended for survey control.
 MJ1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1173.See file dsdata.txt to determine how the superseded data were derived.
 MJ1173
 MJ1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0877649559(NAD 83)
 MJ1173_MARKER: DS = TRIANGULATION STATION DISK
 MJ1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1173_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1173
 MJ1173  HISTORY     - Date     Condition        Report By
 MJ1173  HISTORY     - 1950     MONUMENTED       CGS
 MJ1173  HISTORY     - 1971     SEE DESCRIPTION  USGS
 MJ1173  HISTORY     - 1972     SEE DESCRIPTION  NGS
 MJ1173
 MJ1173                          STATION DESCRIPTION
 MJ1173
 MJ1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1173'THE STATION IS LOCATED ABOUT 3 MILES SOUTH AND 2-1/2 MILES EAST
 MJ1173'OF DENISON ON THE RIGHT-OF-WAY OF COUNTY ROUTE W.  IT IS 65 FEET
 MJ1173'SOUTH SOUTHWEST OF A TELEPHONE POLE, 46 FEET NORTH NORTHWEST OF
 MJ1173'A TELEPHONE POLE, 45 FEET WEST OF THE CENTERLINE OF COUNTY ROUTE
 MJ1173'W., AND 1 FOOT EAST OF THE FENCELINE.  THE MARK IS SET FLUSH WITH
 MJ1173'THE GROUND AND THE DISK IS STAMPED DENISON 1950.
 MJ1173'
 MJ1173'REFERENCE MARK NO. 1 IS 38 FEET WEST OF THE CENTERLINE OF COUNTY
 MJ1173'ROUTE W., 5 FEET NORTH OF A TELEPHONE POLE AND 3 FEET EAST OF A
 MJ1173'FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MJ1173'STAMPED DENISON NO 1 1950.
 MJ1173'
 MJ1173'REFERENCE MARK NO. 2 IS 45 FEET WEST OF THE CENTERLINE OF COUNTY
 MJ1173'ROUTE W., 21 FEET NORTH OF THE CENTERLINE OF A DRIVE INTO FIELD,
 MJ1173'15 FEET SOUTHWEST OF A POWERLINE BRACE POLE AND 1 FOOT EAST OF
 MJ1173'THE FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MJ1173'IS STAMPED DENISON NO 2 1950.
 MJ1173'
 MJ1173'AZIMUTH MARK IS 39 FEET NORTH OF THE CENTERLINE OF COUNTY ROUTE
 MJ1173'W., 3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 MJ1173'FENCELINE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 MJ1173'STAMPED DENISON 1950.
 MJ1173'
 MJ1173'TO REACH THE STATION FROM THE INTERSECTIONS OF U.S. HIGHWAYS 30
 MJ1173'AND 59 AND STATE HIGHWAYS 141 AND 4 IN THE SOUTHWEST EDGE OF
 MJ1173'DENISON, GO EAST ON U.S. HIGHWAY 30 FOR 1.5 MILE TO A GRAVEL
 MJ1173'T-ROAD RIGHT (COUNTY ROUTE W.).  TURN RIGHT (SOUTH) AND GO 2.1
 MJ1173'MILES TO A T-ROAD LEFT.  CONTINUE SOUTH ON COUNTY ROUTE W. FOR
 MJ1173'0.4 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE AHEAD
 MJ1173'ON COUNTY ROUTE W. FOR 0.7 MILE TO STATION SITE ON RIGHT AS
 MJ1173'DESCRIBED.
 MJ1173'
 MJ1173'A 77-FOOT SIGNAL AT DELOIT IS VISIBLE FROM THE GROUND.
 MJ1173'
 MJ1173'A 77-FOOT SIGNAL AT ARION IS VISIBLE FROM THE GROUND.
 MJ1173'
 MJ1173'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MJ1173
 MJ1173                          STATION RECOVERY (1971)
 MJ1173
 MJ1173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JHR)
 MJ1173'HIGHWAY REBUILD AND SOME LEVELING OF TOP OF HILL.  DESCRIPTION
 MJ1173'IS NO LONGER ADEQUATE.
 MJ1173
 MJ1173                          STATION RECOVERY (1972)
 MJ1173
 MJ1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MJ1173'ALL MARKS WERE DESTROYED BY ROAD CONSTRUCTION.  THE STATION SITE
 MJ1173'FALLS IN A ROAD DITCH THAT IS CUT TO DEEP TO RECOVER THE UNDERGROUND
 MJ1173'STATION MARK.  THE AZIMUTH MARK SITE ALSO FALLS IN A DEEP ROAD
 MJ1173'DITCH.
 MJ1173'
 MJ1173'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH
 MJ1173'AND 2-1/2 MILES EAST OF DENISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0614 ***********************************************************************
 NL0614  DESIGNATION -  DENISON LARGE MUNICIPAL TANK
 NL0614  PID         -  NL0614
 NL0614  STATE/COUNTY-  IA/CRAWFORD
 NL0614  USGS QUAD   -  DENISON (1971)
 NL0614
 NL0614                         *CURRENT SURVEY CONTROL
 NL0614  ___________________________________________________________________
 NL0614* NAD 83(1996)-  42 01 17.80244(N)    095 21 00.86770(W)     ADJUSTED  
 NL0614* NAVD 88     -                                                        
 NL0614  ___________________________________________________________________
 NL0614  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 NL0614  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 NL0614
 NL0614  HORZ ORDER  -  THIRD
 NL0614
 NL0614.The horizontal coordinates were established by classical geodetic methods
 NL0614.and adjusted by the National Geodetic Survey in May 1999..
 NL0614
 NL0614
 NL0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0614
 NL0614.The geoid height was determined by GEOID03.
 NL0614
 NL0614;                    North         East     Units Scale Factor Converg.
 NL0614;SPC IA N     - 1,059,615.835 1,346,768.937   MT  1.00000848   -1 15 14.4
 NL0614;UTM  15      - 4,654,848.045   305,418.741   MT  1.00006591   -1 34 25.6
 NL0614
 NL0614                          SUPERSEDED SURVEY CONTROL
 NL0614
 NL0614  NAD 83(1986)-  42 01 17.80252(N)    095 21 00.87041(W) AD(       ) 4
 NL0614  NAD 27      -  42 01 17.84300(N)    095 20 59.87300(W) AD(       ) 3
 NL0614
 NL0614.Superseded values are not recommended for survey control.
 NL0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0614.See file dsdata.txt to determine how the superseded data were derived.
 NL0614
 NL0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0541954848(NAD 83)
 NL0614_MARKER: 53 = ELEVATED TANK
 NL0614
 NL0614  HISTORY     - Date     Condition        Report By
 NL0614  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0614
 NL0614                          STATION DESCRIPTION
 NL0614
 NL0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0614'THIS STATION IS LOCATED ABOUT 0.15 MILE NORTHEAST OF THE POST
 NL0614'OFFICE, ON THE HIGHEST POINT IN DENISON.  IT IS AN 8 LEGGED
 NL0614'STEEL STRUCTURE, 40 FEET IN DIAMETER, 70 FEET HIGH, AND IS
 NL0614'SILVER IN COLOR.  IT IS THE LARGEST OF 2 TANKS IN THE IMMEDIATE
 NL0614'VICINITY.
 NL0614'
 NL0614'THE POINT INTERSECTED WAS THE BALL FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0613 ***********************************************************************
 NL0613  DESIGNATION -  DENISON SMALL MUNICIPAL TANK
 NL0613  PID         -  NL0613
 NL0613  STATE/COUNTY-  IA/CRAWFORD
 NL0613  USGS QUAD   -  DENISON (1971)
 NL0613
 NL0613                         *CURRENT SURVEY CONTROL
 NL0613  ___________________________________________________________________
 NL0613* NAD 83(1996)-  42 01 17.58497(N)    095 20 59.95705(W)     ADJUSTED  
 NL0613* NAVD 88     -                                                        
 NL0613  ___________________________________________________________________
 NL0613  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 NL0613  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 NL0613
 NL0613  HORZ ORDER  -  THIRD
 NL0613
 NL0613.The horizontal coordinates were established by classical geodetic methods
 NL0613.and adjusted by the National Geodetic Survey in May 1999..
 NL0613
 NL0613
 NL0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0613
 NL0613.The geoid height was determined by GEOID03.
 NL0613
 NL0613;                    North         East     Units Scale Factor Converg.
 NL0613;SPC IA N     - 1,059,608.668 1,346,789.736   MT  1.00000850   -1 15 13.7
 NL0613;UTM  15      - 4,654,840.762   305,439.501   MT  1.00006581   -1 34 25.0
 NL0613
 NL0613                          SUPERSEDED SURVEY CONTROL
 NL0613
 NL0613  NAD 83(1986)-  42 01 17.58507(N)    095 20 59.95975(W) AD(       ) 4
 NL0613  NAD 27      -  42 01 17.62500(N)    095 20 58.96300(W) AD(       ) 3
 NL0613
 NL0613.Superseded values are not recommended for survey control.
 NL0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0613.See file dsdata.txt to determine how the superseded data were derived.
 NL0613
 NL0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0544054841(NAD 83)
 NL0613_MARKER: 53 = ELEVATED TANK
 NL0613
 NL0613  HISTORY     - Date     Condition        Report By
 NL0613  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0613
 NL0613                          STATION DESCRIPTION
 NL0613
 NL0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0613'THIS STATION IS LOCATED ABOUT 0.15 MILE NORTHEAST OF THE POST
 NL0613'OFFICE IN DENISON, ON THE HIGHEST POINT IN TOWN.  IT IS A
 NL0613'4 LEGGED STEEL STRUCTURE ABOUT 90 FEET HIGH AND 35 FEET SQUARE
 NL0613'AT THE BASE.  IT IS ABOUT 70 FEET WEST OF A NORTH-SOUTH ROAD,
 NL0613'AND IS SILVER IN COLOR.
 NL0613'
 NL0613'THE POINT INTERSECTED WAS THE BALL FINIAL.
 NL0613'
 NL0613'IT IS THE SMALLEST OF 2 TANKS ABOUT 20 FEET APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0487 ***********************************************************************
 NK0487  DESIGNATION -  DENVER
 NK0487  PID         -  NK0487
 NK0487  STATE/COUNTY-  IA/BREMER
 NK0487  USGS QUAD   -  DENVER (1972)
 NK0487
 NK0487                         *CURRENT SURVEY CONTROL
 NK0487  ___________________________________________________________________
 NK0487* NAD 83(1996)-  42 40 01.91415(N)    092 21 26.27397(W)     ADJUSTED  
 NK0487* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 NK0487  ___________________________________________________________________
 NK0487  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 NK0487  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 NK0487
 NK0487  HORZ ORDER  -  FIRST
 NK0487
 NK0487.The horizontal coordinates were established by classical geodetic methods
 NK0487.and adjusted by the National Geodetic Survey in May 1999..
 NK0487
 NK0487.The orthometric height was scaled from a topographic map.
 NK0487
 NK0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0487
 NK0487.The geoid height was determined by GEOID03.
 NK0487
 NK0487;                    North         East     Units Scale Factor Converg.
 NK0487;SPC IA N     - 1,130,281.351 1,593,670.327   MT  0.99994537   +0 46 28.1
 NK0487;UTM  15      - 4,724,059.023   552,667.483   MT  0.99963413   +0 26 08.1
 NK0487
 NK0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0487!SPC IA N     -   0.99995567  x   0.99994537  =   0.99990104
 NK0487!UTM  15      -   0.99995567  x   0.99963413  =   0.99958982
 NK0487
 NK0487|---------------------------------------------------------------------|
 NK0487| PID    Reference Object                     Distance      Geod. Az  |
 NK0487|                                                           dddmmss.s |
 NK0487| CI6194 DENVER RM 1                          47.625 METERS 02903     |
 NK0487| CI6195 DENVER RM 1 RESET                    56.601 METERS 02903     |
 NK0487| NK0483 READLYN MUNICIPAL TANK              APPROX.11.6 KM 0691128.2 |
 NK0487| NK0486 READLYN ST PAULS LUTH CH SPIRE      APPROX.11.5 KM 0691728.1 |
 NK0487| NK0484 READLYN ZION LUTHERAN CH SPIRE      APPROX.11.8 KM 0704534.8 |
 NK0487| CI6196 DENVER RM 2                          30.538 METERS 12911     |
 NK0487| CI6197 DENVER RM 2 RESET                    35.945 METERS 12911     |
 NK0487| NK0488 DENVER 2                             19.949 METERS 15826     |
 NK0487| NK0571 WATERLOO RATH PACKING CO TANK       APPROX.19.8 KM 1712145.0 |
 NK0487| NK0572 WATERLOO RATH PACKING CO STACK      APPROX.19.8 KM 1715303.3 |
 NK0487| NK0494 WATERLOO ILL CENTRAL RR CO STK      APPROX.18.0 KM 1732308.6 |
 NK0487| NK0490 WATERLOO IOWA PUB SERV NE STK       APPROX.18.2 KM 1762621.3 |
 NK0487| NK0492 WATERLOO IOWA PUB SERV SW STK       APPROX.18.2 KM 1762905.0 |
 NK0487| NK0491 WATERLOO J DEERE TRACTOR STK        APPROX.18.5 KM 1784552.5 |
 NK0487| NK0497 CEDAR FALLS MUN POWER PLT STK       APPROX.17.0 KM 2033213.2 |
 NK0487| NK0498 CEDAR FALLS ST TEACH COLL STK       APPROX.19.1 KM 2063623.3 |
 NK0487| NK0489 DENVER AZ MK                        APPROX. 1.1 KM 2265541.5 |
 NK0487| NK0505 WAVERLY CARNATION MILK CO STK       APPROX.11.7 KM 3080334.1 |
 NK0487|---------------------------------------------------------------------|
 NK0487
 NK0487                          SUPERSEDED SURVEY CONTROL
 NK0487
 NK0487  NAD 83(1996)-  42 40 01.91383(N)    092 21 26.27430(W) AD(       ) 1
 NK0487  NAD 83(1986)-  42 40 01.90813(N)    092 21 26.27415(W) AD(       ) 1
 NK0487  NAD 27      -  42 40 01.97100(N)    092 21 25.61900(W) AD(       ) 1
 NK0487
 NK0487.Superseded values are not recommended for survey control.
 NK0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0487.See file dsdata.txt to determine how the superseded data were derived.
 NK0487
 NK0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5266724059(NAD 83)
 NK0487_MARKER: DS = TRIANGULATION STATION DISK
 NK0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0487_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0487
 NK0487  HISTORY     - Date     Condition        Report By
 NK0487  HISTORY     - 1934     MONUMENTED       CGS
 NK0487  HISTORY     - 1935     GOOD             CGS
 NK0487  HISTORY     - 1942     SEE DESCRIPTION  IAGS
 NK0487  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NK0487
 NK0487                          STATION DESCRIPTION
 NK0487
 NK0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0487'STATION IS ABOUT 1.25 MILES WSW OF DENVER, ON PROPERTY BELONGING
 NK0487'TO MR. JOHN DINS, ABOUT 200 FEET S OF HIS HOUSE, ON THE S
 NK0487'SIDE OF A SMALL ORCHARD, 59 FEET W OF CENTER LINE OF THE ROAD,
 NK0487'39 FEET WNW OF THE SE CORNER-POST OF THE ORCHARD FENCE, 50
 NK0487'FEET SW OF A 12-INCH APPLE TREE, 13 FEET N OF THE S SIDE
 NK0487'FENCE.  THE MARK PROJECTS 5 INCHES.
 NK0487'
 NK0487'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NK0487'BRONZE DISKS SET IN CONCRETE.
 NK0487'
 NK0487'AZIMUTH MARK IS SW OF STATION, 30 FEET S OF THE E-W ROAD,
 NK0487'6 INCHES S OF THE RIGHT-OF-WAY FENCE, 72 FEET W OF A TELEPHONE
 NK0487'POLE.  IT PROJECTS 15 INCHES.
 NK0487'
 NK0487'REFERENCE MARK NO. 1 IS NE OF THE STATION, 18 FEET E OF
 NK0487'CENTER LINE OF THE ROAD, 3 FEET NW OF THE CORNER GATEPOST,
 NK0487'55 FEET N OF A 12-INCH ELM TREE.  IT PROJECTS 6 INCHES.
 NK0487'REFERENCE MARK NO. 2 IS SE OF STATION, 16 FEET E OF CENTER
 NK0487'LINE OF THE ROAD, 3 FEET N OF A TRANSMISSION POLE, 199.96
 NK0487'FEET S OF REFERENCE MARK NO. 1.  IT PROJECTS 6 INCHES.
 NK0487'
 NK0487'TO REACH FROM DENVER, GO S ON IOWA 59 TO A WHITE STANDARD
 NK0487'FILLING STATION ON THE E SIDE OF THE ROAD AND NEAR THE S
 NK0487'EDGE OF TOWN, THENCE W ON DIRT ROAD 1.0 MILE TO A T-ROAD S.
 NK0487'S ON T-ROAD 0.3 MILE TO THE HOUSE AND STATION ON THE W.
 NK0487'
 NK0487'A 100-FOOT SIGNAL AT WAVERLY COMES INTO VIEW AT 65 FEET.
 NK0487'
 NK0487'A 100-FOOT SIGNAL AT WEIHE COMES INTO VIEW AT 50 FEET.
 NK0487'
 NK0487'A 100-FOOT SIGNAL AT FAIRBANK COMES INTO VIEW 40 FEET.
 NK0487'
 NK0487'A 100-FOOT SIGNAL AT JESUP COMES INTO VIEW AT 60 FEET.
 NK0487'
 NK0487'A 100-FOOT SIGNAL AT WATER COMES INTO VIEW AT 90 FEET.
 NK0487'
 NK0487'A 100-FOOT SIGNAL AT CEDAR COMES INTO VIEW AT 45 FEET.
 NK0487'
 NK0487'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 NK0487
 NK0487                          STATION RECOVERY (1935)
 NK0487
 NK0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NK0487'STATION IS ABOUT 7 MILES SE OF WAVERLY, ABOUT 1-1/4 MILES WSW
 NK0487'OF DENVER, IN THE NE 1/4 SEC. 27, T 91 N, R 13 W, ON FARM
 NK0487'OWNED AND OCCUPIED BY JOHN DINS, IN SE PART OF THE SMALL
 NK0487'ORCHARD WHICH IS JUST S OF HIS HOUSE AND BARN, 202 FEET S OF THE
 NK0487'SE CORNER OF HIS HOUSE, 13 FEET N OF THE S ORCHARD FENCE, 38
 NK0487'FEET W OF THE E ORCHARD RIGHT-OF-WAY FENCE, 39 FEET WNW OF THE
 NK0487'SE CORNER-POST, 41 FEET WNW OF THE TRANSMISSION POLE THAT
 NK0487'STANDS AT SE CORNER OF THE ORCHARD, 59 FEET W OF CENTER LINE
 NK0487'OF THE N-S SECTION LINE DIRT ROAD, 50 FEET SW OF THE LONE
 NK0487'12-INCH APPLE TREE.  IT
 NK0487'WAS RECOVERED IN GOOD CONDITION.  IT PROJECTS 5
 NK0487'INCHES.
 NK0487'
 NK0487'AZIMUTH MARK (1934) IS SW OF STATION, 30 FEET S OF CENTER
 NK0487'LINE OF AN E-W DIRT ROAD (FIRST E-W ROAD S OF STATION), 6
 NK0487'INCHES S OF THE RIGHT-OF-WAY FENCE, ABOUT 0.5 MILE W OF THE
 NK0487'T-ROAD INTERSECTION, ABOUT 72 FEET W OF THE NE CORNER-POST,
 NK0487'ABOUT 80 FEET SW OF A TRANSMISSION POLE.  IT
 NK0487'WAS RECOVERED IN GOOD CONDITION.  IT PROJECTS
 NK0487'15 INCHES.
 NK0487'
 NK0487'REFERENCE MARK NO. 1 (1934) IS NE OF STATION, 18 FEET E OF
 NK0487'CENTER LINE OF THE ROAD, 3 FEET NW OF THE FENCE CORNER-POST,
 NK0487'2 FEET N OF A GUYED TRANSMISSION POLE, 54 FEET E OF AN 18-INCH
 NK0487'WALNUT TREE THAT STANDS ON W SIDE OF ROAD.  IT
 NK0487'WAS RECOVERED IN GOOD CONDITION.
 NK0487'IT PROJECTS 8 INCHES.  REFERENCE MARK NO. 2 (1934) IS SE OF
 NK0487'STATION, 18 FEET E OF CENTER LINE OF THE ROAD, 1 FOOT W OF THE
 NK0487'RIGHT-OF-WAY FENCE, 199.90 FEET S OF REFERENCE MARK NO. 1.
 NK0487'IT WAS RECOVERED IN
 NK0487'GOOD CONDITION.  IT PROJECTS 6 INCHES.
 NK0487'
 NK0487'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 63 AND THE MAIN
 NK0487'STREET IN DENVER, GO S ON U.S. HIGHWAY 63, 0.15 MILE TO A
 NK0487'WHITE STANDARD OIL COMPANY FILLING STATION ON E AND A DIRT
 NK0487'ROAD LEADING W, THENCE W ON DIRT ROAD 1.0 MILE TO A T-ROAD
 NK0487'LEADING S, THENCE S ON DIRT T-ROAD 0.3 MILE TO STATION ON
 NK0487'W SIDE OF ROAD.
 NK0487'
 NK0487'NO OBJECTS VISIBLE FROM GROUND SUITABLE FOR AZIMUTHS.
 NK0487'
 NK0487'A 100-FOOT SIGNAL AT DETTMER COMES INTO VIEW AT 40 FEET.
 NK0487'
 NK0487'AN 87-FOOT SIGNAL AT WEIHE 1934 COMES INTO VIEW AT 40 FEET.
 NK0487'
 NK0487'A 100-FOOT SIGNAL AT BRANDT COMES INTO VIEW AT 40 FEET.
 NK0487'
 NK0487'A 100-FOOT SIGNAL AT WAVERLY MAGNETIC COMES INTO VIEW AT 70 FEET.
 NK0487'
 NK0487'A 100-FOOT SIGNAL AT WAVERLY 1934 COMES INTO VIEW AT 70 FEET.
 NK0487
 NK0487                          STATION RECOVERY (1942)
 NK0487
 NK0487'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1942
 NK0487'AS A RESULT OF ROAD IMPROVEMENT IT HAS BEEN NECESSARY TO
 NK0487'RESET THE REFERENCE MARKERS NO. 1 AND NO. 2.  STATION IS
 NK0487'LOCATED 1.25 MILES SW/W/SW OF DENVER.
 NK0487'
 NK0487'THESE TWO REFERENCE MARKERS WERE MOVED IN ACCORDANCE WITH THE
 NK0487'COAST AND GEODETIC SURVEY BULLETIN PRESERVATION OF TRIANGULATION
 NK0487'MARKS.
 NK0487'
 NK0487'REFERENCE MARK NO. 1 - SET ON EXTENSION OF LINE FROM STATION
 NK0487'TO OLD POSITION.
 NK0487'
 NK0487'DISTANCE FROM TRIANGULATION STATION TO NEW LOCATION EQUALS
 NK0487'185.9 FT.
 NK0487'
 NK0487'DIFFERENCE BETWEEN THE OLD AND NEW LOCATION OF REFERENCE
 NK0487'MARKER NO. 1, 29.4 FEET.
 NK0487'
 NK0487'ANGLE FROM AZIMUTH MARK TO REFERENCE MARK NO. 1 162 DEG 7 MIN
 NK0487'37 SEC.  REFERENCE MARK NO. 2 -
 NK0487'
 NK0487'SET ON EXTENSION OF LINE BETWEEN TRIANGULATION STATION AND
 NK0487'OLD POSITION.
 NK0487'
 NK0487'DISTANCE FROM TRIANGULATION STATION TO NEW POSITION 140.4 FT.
 NK0487'
 NK0487'DISTANCE BETWEEN THE OLD AND NEW REFERENCE MARK NO. 2, 17.8 FEET.
 NK0487'
 NK0487'ANGLE FROM AZIMUTH TO REFERENCE MARK NO. 2, 262 DEG 14 MIN
 NK0487'56 SEC.
 NK0487
 NK0487                          STATION RECOVERY (1948)
 NK0487
 NK0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MZB)
 NK0487'STATION REPLACED BY DENVER 2 1948.
 NK0487'
 NK0487'DISTANCE AS FOUND IN 1948 R.M. NO. 1 TO R.M. NO. 2 IS 236.80 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0488 ***********************************************************************
 NK0488  DESIGNATION -  DENVER 2
 NK0488  PID         -  NK0488
 NK0488  STATE/COUNTY-  IA/BREMER
 NK0488  USGS QUAD   -  DENVER (1972)
 NK0488
 NK0488                         *CURRENT SURVEY CONTROL
 NK0488  ___________________________________________________________________
 NK0488* NAD 83(1996)-  42 40 01.31293(N)    092 21 25.95189(W)     ADJUSTED  
 NK0488* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 NK0488  ___________________________________________________________________
 NK0488  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 NK0488  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 NK0488
 NK0488  HORZ ORDER  -  SECOND
 NK0488
 NK0488.The horizontal coordinates were established by classical geodetic methods
 NK0488.and adjusted by the National Geodetic Survey in May 1999..
 NK0488.No horizontal observational check was made to the station.
 NK0488
 NK0488.The orthometric height was scaled from a topographic map.
 NK0488
 NK0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0488
 NK0488.The geoid height was determined by GEOID03.
 NK0488
 NK0488;                    North         East     Units Scale Factor Converg.
 NK0488;SPC IA N     - 1,130,262.900 1,593,677.911   MT  0.99994537   +0 46 28.3
 NK0488;UTM  15      - 4,724,040.534   552,674.955   MT  0.99963414   +0 26 08.4
 NK0488
 NK0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0488!SPC IA N     -   0.99995567  x   0.99994537  =   0.99990104
 NK0488!UTM  15      -   0.99995567  x   0.99963414  =   0.99958983
 NK0488
 NK0488|---------------------------------------------------------------------|
 NK0488| PID    Reference Object                     Distance      Geod. Az  |
 NK0488|                                                           dddmmss.s |
 NK0488| CI6198 DENVER 2 RM 1                        70.933 METERS 01630     |
 NK0488| CI6199 DENVER 2 RM 2                        20.937 METERS 10125     |
 NK0488| NK0489 DENVER AZ MK                        APPROX. 1.1 KM 2275351.3 |
 NK0488| NK0487 DENVER                               19.949 METERS 33826     |
 NK0488|---------------------------------------------------------------------|
 NK0488
 NK0488                          SUPERSEDED SURVEY CONTROL
 NK0488
 NK0488  NAD 83(1996)-  42 40 01.31262(N)    092 21 25.95222(W) AD(       ) 2
 NK0488  NAD 83(1986)-  42 40 01.30692(N)    092 21 25.95208(W) AD(       ) 2
 NK0488  NAD 27      -  42 40 01.37000(N)    092 21 25.29700(W) AD(       ) 2
 NK0488
 NK0488.Superseded values are not recommended for survey control.
 NK0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0488.See file dsdata.txt to determine how the superseded data were derived.
 NK0488
 NK0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5267524041(NAD 83)
 NK0488_MARKER: DD = SURVEY DISK
 NK0488_SETTING: 0 = UNSPECIFIED SETTING
 NK0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0488+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005
 NK0488
 NK0488  HISTORY     - Date     Condition        Report By
 NK0488  HISTORY     - 1948     MONUMENTED       CGS
 NK0488  HISTORY     - 1961     GOOD             USGS
 NK0488  HISTORY     - 1967     GOOD             CGS
 NK0488  HISTORY     - 20050407 GOOD             BHCIAE
 NK0488
 NK0488                          STATION DESCRIPTION
 NK0488
 NK0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MZB)
 NK0488'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF WAVERLY AND
 NK0488'1-1/4 MILE WEST-SOUTHWEST OF DENVER.
 NK0488
 NK0488                          STATION RECOVERY (1961)
 NK0488
 NK0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NK0488'STATION IS LOCATED 0.25 MI. S AND 1.0 MI. W. OF DENVER,
 NK0488'T. 91 N., R 13 W., NEAR THE NORTH 1/16TH CORNER BETWEEN
 NK0488'SECTIONS 26, 27, 166 FT NORTH AND 36 FT WEST OF THE CENTERLINE
 NK0488'OF ROAD AT PRIVATE DRIVE EAST.  MARK IS A STANDARD USC AND
 NK0488'GS TABLET STAMPED DENVER 2 1948 SET IN A CONCRETE POST.
 NK0488
 NK0488                          STATION RECOVERY (1967)
 NK0488
 NK0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NK0488'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND
 NK0488'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND HAD
 NK0488'EVIDENTLY BEEN DESTROYED BY ROAD CONSTRUCTION.  THIS MARK
 NK0488'WAS NOT REPLACED AT THIS TIME AS NO OBJECTS WERE VISIBLE
 NK0488'FROM THE GROUND.
 NK0488'
 NK0488'TO REACH THE STATION FROM DENVER, FROM THE MAIN INTERSECTION,
 NK0488'GO SOUTH ON U.S. 63 FOR 0.15 MILE TO CROSSROADS, TURN RIGHT
 NK0488'AND GO WEST ON SURFACED ROAD FOR 1.0 MILE TO CROSSROADS,
 NK0488'TURN LEFT AND GO SOUTH FOR 0.3 MILE TO STATION ON THE RIGHT.
 NK0488'
 NK0488'THE STATION IS NORTHWEST ACROSS THE ROAD FROM A GRAY FARMHOUSE,
 NK0488'36 FEET WEST OF THE CENTERLINE OF THE ROAD, 41 FEET SOUTH
 NK0488'OF THE CENTER OF A FIELD ENTRANCE AND 2 FEET WEST OF A METAL
 NK0488'WITNESS POST SET IN FENCE LINE.  THE MARK IS FLUSH AND THE
 NK0488'DISK IS STAMPED DENVER 2 1948.
 NK0488'
 NK0488'R.M. NO. 1 IS SOUTHEAST ACROSS THE ROAD FROM A FARMHOUSE,
 NK0488'30 FEET EAST OF THE CENTERLINE OF THE ROAD, 27 FEET NORTH
 NK0488'OF A SQUARE GATE POST AND 1 FOOT WEST OF THE FENCE.  THE
 NK0488'MARK IS FLUSH AND THE DISK IS STAMPED DENVER 2 NO 1 1948.
 NK0488'
 NK0488'R.M. NO. 2 IS 52 FEET NORTH OF THE NORTH GATE POST OF A
 NK0488'SMALL GATE INTO FRONT YARD OF FARMHOUSE, 31 FEET EAST OF
 NK0488'THE CENTERLINE OF THE ROAD AND IS UNDER THE FENCE LINE.  THE
 NK0488'MARK IS FLUSH AND THE DISK IS STAMPED DENVER 2 NO 2 1948.
 NK0488
 NK0488                          STATION RECOVERY (2005)
 NK0488
 NK0488'RECOVERY NOTE BY BLACK HAWK COUNTY IOWA ENGINEER 2005 (GAT)
 NK0488'STATION PART OF BH.CO. 1994 CONTROL NETWORK, AND PLANNED RESURVEY. R/W
 NK0488'FENCE ALONG WEST SIDE OF ROAD IS REMOVED.  CONDITION OF AZIMUTH MARKS
 NK0488'NOT VERIFED.  ELEVATION REFERENCE OF 1058.275 FT. (NGVD29) PER SAID
 NK0488'1994 CONTROL NETWORK, AND NOT APPLICABLE TO NAVD88 DATUM.  STATION
 NK0488'REMAINS STABLE IN TOP-OF-BACKSLOPE, NOW BEGINNING TO PROJECT ABOVE
 NK0488'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1034 ***********************************************************************
 OP1034  DESIGNATION -  DEPEW
 OP1034  PID         -  OP1034
 OP1034  STATE/COUNTY-  IA/PALO ALTO
 OP1034  USGS QUAD   -  DEPEW (1980)
 OP1034
 OP1034                         *CURRENT SURVEY CONTROL
 OP1034  ___________________________________________________________________
 OP1034* NAD 83(1996)-  43 11 03.18803(N)    094 32 34.59488(W)     ADJUSTED  
 OP1034* NAVD 88     -       392.1    (meters)    1286.     (feet)  VERTCON   
 OP1034  ___________________________________________________________________
 OP1034  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 OP1034  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 OP1034
 OP1034  HORZ ORDER  -  SECOND
 OP1034
 OP1034.The horizontal coordinates were established by classical geodetic methods
 OP1034.and adjusted by the National Geodetic Survey in May 1999..
 OP1034
 OP1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1034
 OP1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1034
 OP1034.The geoid height was determined by GEOID03.
 OP1034
 OP1034;                    North         East     Units Scale Factor Converg.
 OP1034;SPC IA N     - 1,187,605.385 1,415,215.261   MT  0.99998598   -0 42 24.7
 OP1034;UTM  15      - 4,782,427.852   374,612.637   MT  0.99979340   -1 03 21.8
 OP1034
 OP1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1034!SPC IA N     -   0.99994299  x   0.99998598  =   0.99992897
 OP1034!UTM  15      -   0.99994299  x   0.99979340  =   0.99973641
 OP1034
 OP1034|---------------------------------------------------------------------|
 OP1034| PID    Reference Object                     Distance      Geod. Az  |
 OP1034|                                                           dddmmss.s |
 OP1034| OP1033 DEPEW RM 1                            9.564 METERS 09429     |
 OP1034| CI6200 DEPEW AZ MK                                        1645753.8 |
 OP1034| CI6201 DEPEW RM 2                           25.312 METERS 20318     |
 OP1034|---------------------------------------------------------------------|
 OP1034
 OP1034                          SUPERSEDED SURVEY CONTROL
 OP1034
 OP1034  NAD 83(1996)-  43 11 03.18801(N)    094 32 34.59488(W) AD(       ) 2
 OP1034  NAD 83(1986)-  43 11 03.18135(N)    094 32 34.58664(W) AD(       ) 2
 OP1034  NAD 27      -  43 11 03.31817(N)    094 32 33.66887(W) AD(       ) 2
 OP1034  NGVD 29 (07/19/86)  392.0    (m)         1286.     (f) VERT ANG       
 OP1034
 OP1034.Superseded values are not recommended for survey control.
 OP1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1034.See file dsdata.txt to determine how the superseded data were derived.
 OP1034
 OP1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH7461382428(NAD 83)
 OP1034_MARKER: DS = TRIANGULATION STATION DISK
 OP1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1034_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP1034
 OP1034  HISTORY     - Date     Condition        Report By
 OP1034  HISTORY     - 1971     MONUMENTED       NGS
 OP1034
 OP1034                          STATION DESCRIPTION
 OP1034
 OP1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1034'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF
 OP1034'RINGSTED, 6.5 MILES NORTH OF CYLINDER, 6.5 MILES SOUTHWEST
 OP1034'OF FENTON AND ON PROPERTY OF THE ST. JOHNS LUTHERAN CHURCH.
 OP1034'MR. HOWARD FINNESTAD IS THE HEAD TRUSTEE, CYLINDER, IOWA.
 OP1034'TELEPHONE NUMBER (515) 424-3803.
 OP1034'
 OP1034'TO REACH FROM THE POST OFFICE IN CYLINDER GO NORTH ON U.S.
 OP1034'HIGHWAY 18 FOR 1.6 MILES TO WHERE THE HIGHWAY TURNS LEFT
 OP1034'AND A T-INTERSECTION STRAIGHT AHEAD.  TURN RIGHT AND GO
 OP1034'EAST ON A PAVED ROAD FOR 0.45 MILE TO A CROSSROAD.  TURN
 OP1034'LEFT AND GO NORTH ON PAVED ROAD FOR 4.6 MILES TO A FIELD
 OP1034'ENTRANCE ROAD AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 OP1034'NORTH ON THE PAVED ROAD FOR 0.25 MILE TO A CROSSROAD IN
 OP1034'THE SMALL VILLAGE OF DEPEW.  TURN LEFT AND GO WEST ON A
 OP1034'GRAVELED ROAD FOR 0.1 MILE TO ST. JOHNS LUTHERAN CHURCH ON THE
 OP1034'RIGHT AND THE STATION JUST NORTHEAST OF THE CHURCH AT THE
 OP1034'NORTH EDGE OF THE PARKING AREA.
 OP1034'
 OP1034'THE STATION MARKS ARE STANDARD DISKS STAMPED DEPEW 1971.
 OP1034'THE SURFACE DISK IS SET IN TOP OF A 12-INCH CYLINDRICAL
 OP1034'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 OP1034'IT IS 74.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 OP1034'CHURCH, 51.5 FEET WEST OF A 20 FOOT 8-INCH DIAMETER POLE
 OP1034'AND 4 FEET SOUTH OF A FENCE.  THE UNDERGROUND DISK IS SET
 OP1034'IN TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 OP1034'THE GROUND SURFACE.
 OP1034'
 OP1034'REFERENCE MARK 1, A STANDARD DISK STAMPED DEPEW NO 1 1971,
 OP1034'IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP1034'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 91.5 FEET
 OP1034'NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 19.7 FEET
 OP1034'WEST OF A 20 FOOT 8-INCH DIAMETER POLE AND 6 FEET SOUTH
 OP1034'OF A FENCE.
 OP1034'
 OP1034'REFERENCE MARK 2, A STANDARD DISK STAMPED DEPEW NO 2 1971,
 OP1034'IS CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK SLAB,
 OP1034'SET FLUSH.  IT IS 71.5 FEET SOUTH OF THE FENCE, 12.2 FEET
 OP1034'SOUTH OF THE NORTHEAST CORNER OF THE CHURCH AND AT THE EAST
 OP1034'ENTRANCE TO THE CHURCH.
 OP1034'
 OP1034'THE AZIMUTH MARK, A STANDARD DISK STAMPED DEPEW 1971, IS
 OP1034'SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OP1034'IS FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET WEST OF
 OP1034'THE CENTERLINE OF THE ROAD, 9 FEET SOUTH OF THE FIELD ENTRANCE
 OP1034'ROAD, 2.6 FEET NORTH OF A POWERLINE POLE AND 1.5 FEET NORTH
 OP1034'OF A METAL WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1033 ***********************************************************************
 OP1033  DESIGNATION -  DEPEW RM 1
 OP1033  PID         -  OP1033
 OP1033  STATE/COUNTY-  IA/PALO ALTO
 OP1033  USGS QUAD   -  DEPEW (1980)
 OP1033
 OP1033                         *CURRENT SURVEY CONTROL
 OP1033  ___________________________________________________________________
 OP1033* NAD 83(1996)-  43 11 03.16377(N)    094 32 34.17266(W)     ADJUSTED  
 OP1033* NAVD 88     -       392.1    (meters)    1286.     (feet)  VERTCON   
 OP1033  ___________________________________________________________________
 OP1033  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 OP1033  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 OP1033
 OP1033  HORZ ORDER  -  SECOND
 OP1033
 OP1033.The horizontal coordinates were established by classical geodetic methods
 OP1033.and adjusted by the National Geodetic Survey in May 1999..
 OP1033
 OP1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1033
 OP1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1033
 OP1033.The geoid height was determined by GEOID03.
 OP1033
 OP1033;                    North         East     Units Scale Factor Converg.
 OP1033;SPC IA N     - 1,187,604.519 1,415,224.786   MT  0.99998598   -0 42 24.4
 OP1033;UTM  15      - 4,782,426.928   374,622.155   MT  0.99979338   -1 03 21.5
 OP1033
 OP1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1033!SPC IA N     -   0.99994299  x   0.99998598  =   0.99992897
 OP1033!UTM  15      -   0.99994299  x   0.99979338  =   0.99973639
 OP1033
 OP1033:                Primary Azimuth Mark                     Grid Az
 OP1033:SPC IA N     -  FENTON                                   053 02 21.6
 OP1033:UTM  15      -  FENTON                                   053 23 18.7
 OP1033
 OP1033|---------------------------------------------------------------------|
 OP1033| PID    Reference Object                     Distance      Geod. Az  |
 OP1033|                                                           dddmmss.s |
 OP1033| OP1021 FENTON                              APPROX.10.4 KM 0521957.2 |
 OP1033| OP1034 DEPEW                                 9.564 METERS 27429     |
 OP1033|---------------------------------------------------------------------|
 OP1033
 OP1033                          SUPERSEDED SURVEY CONTROL
 OP1033
 OP1033  NAD 83(1996)-  43 11 03.16375(N)    094 32 34.17266(W) AD(       ) 2
 OP1033  NAD 83(1986)-  43 11 03.15709(N)    094 32 34.16441(W) AD(       ) 2
 OP1033  NAD 27      -  43 11 03.29391(N)    094 32 33.24665(W) AD(       ) 2
 OP1033  NGVD 29 (07/19/86)  392.0    (m)         1286.     (f) VERT ANG       
 OP1033
 OP1033.Superseded values are not recommended for survey control.
 OP1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1033.See file dsdata.txt to determine how the superseded data were derived.
 OP1033
 OP1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH7462282427(NAD 83)
 OP1033_MARKER: DR = REFERENCE MARK DISK
 OP1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1033+STABILITY: SURFACE MOTION
 OP1033
 OP1033  HISTORY     - Date     Condition        Report By
 OP1033  HISTORY     - 1971     MONUMENTED       NGS
 OP1033
 OP1033                          STATION DESCRIPTION
 OP1033
 OP1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1033'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF
 OP1033'RINGSTED, 6.5 MILES NORTH OF CYLINDER, 6.5 MILES SOUTHWEST
 OP1033'OF FENTON AND ON PROPERTY OF THE ST. JOHNS LUTHERAN CHURCH.
 OP1033'MR. HOWARD FINNESTAD IS THE HEAD TRUSTEE, CYLINDER, IOWA.
 OP1033'TELEPHONE NUMBER (515) 424-3803.
 OP1033'
 OP1033'TO REACH FROM THE POST OFFICE IN CYLINDER GO NORTH ON U.S.
 OP1033'HIGHWAY 18 FOR 1.6 MILES TO WHERE THE HIGHWAY TURNS LEFT
 OP1033'AND A T-INTERSECTION STRAIGHT AHEAD.  TURN RIGHT AND GO
 OP1033'EAST ON A PAVED ROAD FOR 0.45 MILE TO A CROSS ROAD.  TURN
 OP1033'LEFT AND GO NORTH ON PAVED ROAD FOR 4.85 MILES TO A CROSSROAD
 OP1033'IN THE SMALL VILLAGE OF DEPEW.  TURN LEFT AND GO WEST ON
 OP1033'A GRAVELED ROAD FOR 0.1 MILE TO ST. JOHNS LUTHERAN CHURCH
 OP1033'ON THE RIGHT AND THE STATION JUST NORTHEAST OF THE CHURCH
 OP1033'AT THE NORTH EDGE OF THE PARKING AREA.
 OP1033'
 OP1033'THE STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED
 OP1033'DEPEW NO 1 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP1033'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 OP1033'IT IS 91.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 OP1033'CHURCH, 19.7 FEET WEST OF A 20 FOOT 8-INCH DIAMETER
 OP1033'POLE AND 6 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0676 ***********************************************************************
 MH0676  DESIGNATION -  DES MOINES CAPITOL BLDG DOME
 MH0676  PID         -  MH0676
 MH0676  STATE/COUNTY-  IA/POLK
 MH0676  USGS QUAD   -  DES MOINES SE (1976)
 MH0676
 MH0676                         *CURRENT SURVEY CONTROL
 MH0676  ___________________________________________________________________
 MH0676* NAD 83(1996)-  41 35 28.31454(N)    093 36 13.71433(W)     ADJUSTED  
 MH0676* NAVD 88     -                                                        
 MH0676  ___________________________________________________________________
 MH0676  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 MH0676  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 MH0676
 MH0676  HORZ ORDER  -  THIRD
 MH0676
 MH0676.The horizontal coordinates were established by classical geodetic methods
 MH0676.and adjusted by the National Geodetic Survey in May 1999..
 MH0676
 MH0676
 MH0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0676
 MH0676.The geoid height was determined by GEOID03.
 MH0676
 MH0676;                    North         East     Units Scale Factor Converg.
 MH0676;SPC IA S     -   176,708.602   491,344.721   MT  0.99997153   -0 04 06.2
 MH0676;UTM  15      - 4,604,565.111   449,675.036   MT  0.99963117   -0 24 03.0
 MH0676
 MH0676                          SUPERSEDED SURVEY CONTROL
 MH0676
 MH0676  NAD 83(1986)-  41 35 28.31799(N)    093 36 13.71781(W) AD(       ) 4
 MH0676  NAD 27      -  41 35 28.31600(N)    093 36 12.91300(W) AD(       ) 3
 MH0676
 MH0676.Superseded values are not recommended for survey control.
 MH0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0676.See file dsdata.txt to determine how the superseded data were derived.
 MH0676
 MH0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG4967504565(NAD 83)
 MH0676_MARKER: 87 = DOME
 MH0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0676+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2002
 MH0676
 MH0676  HISTORY     - Date     Condition        Report By
 MH0676  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0676  HISTORY     - 1949     GOOD             CGS
 MH0676  HISTORY     - 1961     GOOD             CGS
 MH0676  HISTORY     - 20020911 GOOD             USPSQD
 MH0676
 MH0676                          STATION DESCRIPTION
 MH0676
 MH0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WTJ)
 MH0676'RECOVERED IN GOOD CONDITION.
 MH0676
 MH0676                          STATION RECOVERY (1961)
 MH0676
 MH0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 MH0676'THIS STATION RECOVERED AS DESCRIBED AND WAS FOUND TO BE IN
 MH0676'GOOD CONDITION.
 MH0676
 MH0676                          STATION RECOVERY (2002)
 MH0676
 MH0676'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 MH0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0514 ***********************************************************************
 NK0514  CBN         -  This is a Cooperative Base Network Control Station.
 NK0514  DESIGNATION -  DETTMER
 NK0514  PID         -  NK0514
 NK0514  STATE/COUNTY-  IA/BREMER
 NK0514  USGS QUAD   -  BREMER (1971)
 NK0514
 NK0514                         *CURRENT SURVEY CONTROL
 NK0514  ___________________________________________________________________
 NK0514* NAD 83(1996)-  42 48 56.09803(N)    092 22 36.70411(W)     ADJUSTED  
 NK0514* NAVD 88     -       323.3    (meters)    1061.     (feet)  GPS OBS   
 NK0514  ___________________________________________________________________
 NK0514  X           -    -194,343.402 (meters)                     COMP
 NK0514  Y           -  -4,682,083.875 (meters)                     COMP
 NK0514  Z           -   4,312,694.458 (meters)                     COMP
 NK0514  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 NK0514  ELLIP HEIGHT-         292.01  (meters)          (06/15/04) GPS OBS
 NK0514  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 NK0514
 NK0514  HORZ ORDER  -  B
 NK0514  ELLP ORDER  -  FOURTH    CLASS I
 NK0514
 NK0514.The horizontal coordinates were established by GPS observations
 NK0514.and adjusted by the National Geodetic Survey in August 1997..
 NK0514
 NK0514.The orthometric height was determined by GPS observations and a
 NK0514.high-resolution geoid model.
 NK0514
 NK0514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0514
 NK0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0514
 NK0514.The ellipsoidal height was determined by GPS observations
 NK0514.and is referenced to NAD 83.
 NK0514
 NK0514.The geoid height was determined by GEOID03.
 NK0514
 NK0514;                    North         East     Units Scale Factor Converg.
 NK0514;SPC IA N     - 1,146,741.205 1,591,847.739   MT  0.99994869   +0 45 40.3
 NK0514;UTM  15      - 4,740,524.188   550,942.644   MT  0.99963193   +0 25 24.7
 NK0514
 NK0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0514!SPC IA N     -   0.99995421  x   0.99994869  =   0.99990290
 NK0514!UTM  15      -   0.99995421  x   0.99963193  =   0.99958615
 NK0514
 NK0514|---------------------------------------------------------------------|
 NK0514| PID    Reference Object                     Distance      Geod. Az  |
 NK0514|                                                           dddmmss.s |
 NK0514| CI6203 DETTMER RM 1                         24.512 METERS 04619     |
 NK0514| CI6202 DETTMER AZ MK                                      0482715.9 |
 NK0514| NK0510 TRIPOLI MUNICIPAL TANK              APPROX. 9.7 KM 0924755.6 |
 NK0514| CI6204 DETTMER RM 2                         27.206 METERS 13243     |
 NK0514| NK0512 BREMER COUNTY FARM TANK             APPROX. 7.0 KM 1423657.4 |
 NK0514| NK0511 ST PAULS LUTHERAN CHURCH SPIRE      APPROX. 7.4 KM 1535956.1 |
 NK0514| NK0513 ST JOHNS EVAN LUTH CH SPIRE         APPROX. 5.8 KM 3344702.2 |
 NK0514|---------------------------------------------------------------------|
 NK0514
 NK0514                          SUPERSEDED SURVEY CONTROL
 NK0514
 NK0514  ELLIP H (08/25/97)  292.05   (m)                       GP(       ) 4 1
 NK0514  NAD 83(1986)-  42 48 56.09064(N)    092 22 36.70450(W) AD(       ) 1
 NK0514  NAD 27      -  42 48 56.15800(N)    092 22 36.04500(W) AD(       ) 1
 NK0514  NGVD 29 (07/19/86)  323.0    (m)         1060.     (f) VERT ANG       
 NK0514
 NK0514.Superseded values are not recommended for survey control.
 NK0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0514.See file dsdata.txt to determine how the superseded data were derived.
 NK0514
 NK0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5094340524(NAD 83)
 NK0514_MARKER: DS = TRIANGULATION STATION DISK
 NK0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0514_STAMPING: DETTMER
 NK0514_MARK LOGO: CGS   
 NK0514_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0514+STABILITY: SURFACE MOTION
 NK0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0514+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1996
 NK0514
 NK0514  HISTORY     - Date     Condition        Report By
 NK0514  HISTORY     - 1935     MONUMENTED       CGS
 NK0514  HISTORY     - 1963     GOOD             CGS
 NK0514  HISTORY     - 1969     GOOD             USGS
 NK0514  HISTORY     - 19960917 GOOD             IADT
 NK0514
 NK0514                          STATION DESCRIPTION
 NK0514
 NK0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NK0514'THIS STATION IS ABOUT 6 MILES W OF TRIPOLI AND 8 MILES NE
 NK0514'OF WAVERLY, IN THE NE 1/4, SEC. 4, T 92 N, R 13 W, ON LAND
 NK0514'OWNED BY E.W. DETTMER.  THE MARK IS 1/2 FOOT W OF THE W
 NK0514'RIGHT-OF-WAY FENCE OF A N-S ROAD, 0.2 MILE S OF A CROSSROADS,
 NK0514'33 FEET W OF THE CENTER LINE OF THE ROAD, ABOUT 175 YARDS
 NK0514'NW OF A GROUP OF FARM BUILDINGS AND IS SET FLUSH.
 NK0514'
 NK0514'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NK0514'BRONZE DISKS SET IN CONCRETE.
 NK0514'
 NK0514'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1 FOOT W OF THE
 NK0514'E RIGHT-OF-WAY FENCE, 116.27 FEET N OF REFERENCE MARK NO.
 NK0514'2, AND PROJECTS 2 INCHES.  REFERENCE MARK NO. 2 IS SE OF
 NK0514'THE STATION, 1 FOOT W OF THE E RIGHT-OF-WAY FENCE, 271 FEET
 NK0514'N OF THE FARM DRIVEWAY, AND PROJECTS 2 INCHES.
 NK0514'
 NK0514'THE AZIMUTH MARK IS NE OF THE STATION, 1 FOOT S OF THE N
 NK0514'RIGHT-OF-WAY FENCE OF AN E-W ROAD, 0.2 MILE E OF THE CROSSROADS,
 NK0514'39 YARDS W OF A N-S FENCE, AND PROJECTS 1 INCH.
 NK0514'
 NK0514'TO REACH FROM TRIPOLI, GO W ON ROUTE I 93 4 MILES, TURN
 NK0514'N ON ROUTE U.S. HIGHWAY 63, GO 1 MILE, TURN W, GO 2 MILES,
 NK0514'TURN S, AND GO 0.2 MILE TO THE STATION.
 NK0514'
 NK0514'A LIGHT 100 FEET ABOVE WEFEL COMES INTO VIEW 64 FEET ABOVE
 NK0514'THIS STATION.
 NK0514'
 NK0514'LIGHTS 100 FEET ABOVE BRANDT AND 87 FEET ABOVE WEIHE 1934
 NK0514'COMES INTO VIEW 37 FEET ABOVE THIS STATION.
 NK0514'
 NK0514'LIGHTS 100 FEET ABOVE DENVER 1934 AND WAVERLY 1934 ARE VISIBLE
 NK0514'FROM THE GROUND AT THIS STATION.
 NK0514
 NK0514                          STATION RECOVERY (1963)
 NK0514
 NK0514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 NK0514'STATION RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NK0514'TO BE IN GOOD CONDITION.
 NK0514
 NK0514                          STATION RECOVERY (1969)
 NK0514
 NK0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JEK)
 NK0514'STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AND AZIMUTH
 NK0514'MARK FOUND IN GOOD CONDITION AS DESCRIBED.
 NK0514'
 NK0514'ORIGINAL DESCRIPTION ADEQUATE.
 NK0514'
 NK0514'STANDARD BRACED TRIPOD USED.
 NK0514
 NK0514                          STATION RECOVERY (1996)
 NK0514
 NK0514'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 NK0514'RECOVERED IN 1996 BY IOWA DOT.  THE STATION IS LOCATED IN THE
 NK0514'NORTHEAST 1/4, SECTION 4, T 92 N, R 13 W.  TO REACH THE STATION FROM
 NK0514'THE JUNCTION OF U.S.  HWY 63 AND STATE HWY 188, 10 MI (16.1 KM) EAST
 NK0514'OF PLAINFIELD, GO SOUTH ON U.S.  HWY 63 FOR 2.0 MI (3.2 KM) TO A
 NK0514'GRAVEL CROSSROAD, 160TH STREET.  TURN RIGHT AND GO WEST ON 160TH
 NK0514'STREET FOR 2.0 MI (3.2 KM) TO A GRAVEL CROSSROAD, JOPLIN AVENUE. TURN
 NK0514'LEFT AND GO SOUTH ON JOPLIN AVENUE FOR 0.2 MI (0.3 KM) TO THE STATION
 NK0514'ON THE RIGHT, 1.0 FT (0.3 M) WEST OF THE FENCE.  THE MONUMENT IS 0.5 M
 NK0514'(1.6 FT) WEST OF A WHITE WITNESS POST, 0.5 M (1.6 FT) WEST OF A PINK
 NK0514'STATE HARN SURVEY SIGN, AND 33 FT (10.1 M) WEST OF THE CENTERLINE OF
 NK0514'JOPLIN AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0518 ***********************************************************************
 MH0518  DESIGNATION -  DEVIL
 MH0518  PID         -  MH0518
 MH0518  STATE/COUNTY-  IA/JEFFERSON
 MH0518  USGS QUAD   -  ABINGDON (1980)
 MH0518
 MH0518                         *CURRENT SURVEY CONTROL
 MH0518  ___________________________________________________________________
 MH0518* NAD 83(1996)-  41 06 31.83624(N)    092 09 35.31406(W)     ADJUSTED  
 MH0518* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 MH0518  ___________________________________________________________________
 MH0518  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 MH0518  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 MH0518
 MH0518  HORZ ORDER  -  SECOND
 MH0518
 MH0518.The horizontal coordinates were established by classical geodetic methods
 MH0518.and adjusted by the National Geodetic Survey in May 1999..
 MH0518
 MH0518.The orthometric height was scaled from a topographic map.
 MH0518
 MH0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0518
 MH0518.The geoid height was determined by GEOID03.
 MH0518
 MH0518;                    North         East     Units Scale Factor Converg.
 MH0518;SPC IA S     -   124,002.342   612,561.363   MT  0.99994965   +0 52 58.0
 MH0518;UTM  15      - 4,551,179.921   570,545.289   MT  0.99966125   +0 33 08.8
 MH0518
 MH0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0518!SPC IA S     -   0.99996874  x   0.99994965  =   0.99991839
 MH0518!UTM  15      -   0.99996874  x   0.99966125  =   0.99963000
 MH0518
 MH0518|---------------------------------------------------------------------|
 MH0518| PID    Reference Object                     Distance      Geod. Az  |
 MH0518|                                                           dddmmss.s |
 MH0518| CL8387 DEVIL RM 1                           53.626 METERS 10555     |
 MH0518| CL8386 DEVIL AZ MK                                        1203624.0 |
 MH0518| CL8388 DEVIL RM 2                           30.943 METERS 20516     |
 MH0518|---------------------------------------------------------------------|
 MH0518
 MH0518                          SUPERSEDED SURVEY CONTROL
 MH0518
 MH0518  NAD 83(1986)-  41 06 31.84196(N)    092 09 35.32598(W) AD(       ) 2
 MH0518  NAD 27      -  41 06 31.78360(N)    092 09 34.68020(W) AD(       ) 2
 MH0518
 MH0518.Superseded values are not recommended for survey control.
 MH0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0518.See file dsdata.txt to determine how the superseded data were derived.
 MH0518
 MH0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF7054551180(NAD 83)
 MH0518_MARKER: DS = TRIANGULATION STATION DISK
 MH0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0518_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0518
 MH0518  HISTORY     - Date     Condition        Report By
 MH0518  HISTORY     - 1956     MONUMENTED       CGS
 MH0518
 MH0518                          STATION DESCRIPTION
 MH0518
 MH0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0518'STATION IS ABOUT 4.5 MILES WEST-SOUTHWEST OF PACKWOOD, ABOUT
 MH0518'2 MILES NORTHWEST OF THE VILLAGE OF ABINGDON, ABOUT 1.0 MILE
 MH0518'EAST OF THE JEFFERSON-WAPELLO COUNTY LINE, NEAR THE SOUTHWEST
 MH0518'CORNER OF THE DEVIL LAKE SCHOOL GROUNDS AND IN SECTION 19,
 MH0518'T. 73 N., R. 11 W.
 MH0518'
 MH0518'TO REACH THE STATION FROM THE POST OFFICE IN BATAVIA, GO NORTH
 MH0518'ON MAIN STREET FOR 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY
 MH0518'34, CROSS HIGHWAY AND GO NORTH, WEST AND THEN NORTH ON ROCK
 MH0518'ROAD FOR 1.0 MILE TO CROSSROAD, TURN RIGHT AND GO EAST ON ROCK
 MH0518'ROAD FOR 1.0 MILE TO A FORK, TURN LEFT AND GO NORTH ON ROCK
 MH0518'ROAD, FOLLOWING THE MAIN TRAVELED ROAD FOR 5.2 MILES TO
 MH0518'CROSSROAD AT THE VILLAGE OF ABINGDON, TURN LEFT AND GO
 MH0518'NORTHWEST, FOLLOWING THE MAIN TRAVELED ROCK ROAD FOR 2.4 MILES
 MH0518'TO CROSSROAD, TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.5
 MH0518'MILE TO THE DEVIL LAKE SCHOOLHOUSE AND THE STATION ON THE
 MH0518'LEFT.
 MH0518'
 MH0518'STATION MARKS ARE STANDARD DISKS STAMPED DEVIL 1956.  THE
 MH0518'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MH0518'IS 7 INCHES BELOW THE GROUND SURFACE.  IT IS 74.5 FEET WEST
 MH0518'OF THE SOUTHWEST CORNER OF SCHOOLHOUSE, 71.5 FEET NORTH OF THE
 MH0518'CENTER OF A DIRT ROAD, 62.5 FEET NORTHEAST OF A CORNER FENCE
 MH0518'POST AND 39 FEET EAST OF A NORTH-SOUTH FENCE LINE.  THE
 MH0518'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 MH0518'INCHES BELOW THE GROUND SURFACE.
 MH0518'
 MH0518'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DEVIL NO 1 1956,
 MH0518'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1
 MH0518'INCH.  IT IS 92 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MH0518'SCHOOLHOUSE, 23 FEET NORTH OF THE CENTER OF A DIRT ROAD AND
 MH0518'1 FOOT NORTHWEST OF A CORNER FENCE POST.
 MH0518'
 MH0518'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DEVIL NO 2 1956,
 MH0518'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 MH0518'7 INCHES.  IT IS 21 FEET SOUTH OF THE CENTER OF A DIRT ROAD,
 MH0518'16 FEET WEST OF A TELEPHONE POLE AND 2 FEET NORTH OF AN EAST-WEST
 MH0518'FENCE LINE.
 MH0518'
 MH0518'AZIMUTH MARK, A STANDARD DISK STAMPED DEVIL 1956, IS SET IN
 MH0518'THE TOP OF A ROUND CONCRETE POST WHICH IS LEVEL WITH THE GROUND
 MH0518'SURFACE.  IT IS 70.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 MH0518'OF MR. RICHARD ADAMS FARM HOME, 32 FEET EAST OF THE CENTER OF
 MH0518'A ROCK ROAD, 13.5 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 1.5
 MH0518'FEET SOUTHWEST OF A CORNER FENCE POST AND 1 FOOT NORTH-NORTHEAST
 MH0518'OF A POWER LINE POLE.
 MH0518'
 MH0518'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DIRT
 MH0518'ROAD FOR 0.25 MILE TO A T-INTERSECTION, TURN RIGHT AND GO SOUTH
 MH0518'ON ROCK ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MH0518'
 MH0518'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0743 ***********************************************************************
 MG0743  DESIGNATION -  DEWITT CATH CHURCH SPIRE
 MG0743  PID         -  MG0743
 MG0743  STATE/COUNTY-  IA/CLINTON
 MG0743  USGS QUAD   -  DE WITT (1991)
 MG0743
 MG0743                         *CURRENT SURVEY CONTROL
 MG0743  ___________________________________________________________________
 MG0743* NAD 83(1996)-  41 49 12.51109(N)    090 32 20.95940(W)     ADJUSTED  
 MG0743* NAVD 88     -                                                        
 MG0743  ___________________________________________________________________
 MG0743  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 MG0743  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MG0743
 MG0743  HORZ ORDER  -  THIRD
 MG0743
 MG0743.The horizontal coordinates were established by classical geodetic methods
 MG0743.and adjusted by the National Geodetic Survey in May 1999..
 MG0743
 MG0743
 MG0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0743
 MG0743.The geoid height was determined by GEOID03.
 MG0743
 MG0743;                    North         East     Units Scale Factor Converg.
 MG0743;SPC IA S     -   206,317.751   745,951.956   MT  1.00000674   +1 57 01.1
 MG0743;UTM  15      - 4,632,734.673   704,381.264   MT  1.00011405   +1 38 29.2
 MG0743
 MG0743                          SUPERSEDED SURVEY CONTROL
 MG0743
 MG0743  NAD 83(1986)-  41 49 12.51975(N)    090 32 20.96852(W) AD(       ) 4
 MG0743  NAD 27      -  41 49 12.40800(N)    090 32 20.45900(W) AD(       ) 3
 MG0743
 MG0743.Superseded values are not recommended for survey control.
 MG0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0743.See file dsdata.txt to determine how the superseded data were derived.
 MG0743
 MG0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG0438132735(NAD 83)
 MG0743_MARKER: 90 = CHURCH SPIRE
 MG0743
 MG0743  HISTORY     - Date     Condition        Report By
 MG0743  HISTORY     - 1931     FIRST OBSERVED   CGS
 MG0743  HISTORY     - 19941114 GOOD             USPSQD
 MG0743
 MG0743                          STATION DESCRIPTION
 MG0743
 MG0743'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0021 ***********************************************************************
 MJ0021  DESIGNATION -  DEXTER
 MJ0021  PID         -  MJ0021
 MJ0021  STATE/COUNTY-  IA/DALLAS
 MJ0021  USGS QUAD   -  REDFIELD (1982)
 MJ0021
 MJ0021                         *CURRENT SURVEY CONTROL
 MJ0021  ___________________________________________________________________
 MJ0021* NAD 83(1986)-  41 31 05.     (N)    094 13 28.     (W)     SCALED    
 MJ0021* NAVD 88     -       350.231  (meters)    1149.05   (feet)  ADJUSTED  
 MJ0021  ___________________________________________________________________
 MJ0021  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 MJ0021  DYNAMIC HT  -         350.081 (meters)    1148.56  (feet)  COMP
 MJ0021  MODELED GRAV-     980,183.6   (mgal)                       NAVD 88
 MJ0021
 MJ0021  VERT ORDER  -  FIRST     CLASS II
 MJ0021
 MJ0021.The horizontal coordinates were scaled from a topographic map and have
 MJ0021.an estimated accuracy of +/- 6 seconds.
 MJ0021
 MJ0021.The orthometric height was determined by differential leveling
 MJ0021.and adjusted by the National Geodetic Survey in June 1991..
 MJ0021
 MJ0021.The geoid height was determined by GEOID03.
 MJ0021
 MJ0021.The dynamic height is computed by dividing the NAVD 88
 MJ0021.geopotential number by the normal gravity value computed on the
 MJ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0021.degrees latitude (g = 980.6199 gals.).
 MJ0021
 MJ0021.The modeled gravity was interpolated from observed gravity values.
 MJ0021
 MJ0021;                    North         East    Units  Estimated Accuracy
 MJ0021;SPC IA S     -   168,830.      439,530.      MT  (+/- 180 meters Scaled)
 MJ0021
 MJ0021                          SUPERSEDED SURVEY CONTROL
 MJ0021
 MJ0021  NGVD 29 (??/??/92)  350.170  (m)         1148.85   (f) ADJ UNCH    1 2
 MJ0021
 MJ0021.Superseded values are not recommended for survey control.
 MJ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0021.See file dsdata.txt to determine how the superseded data were derived.
 MJ0021
 MJ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF978969(NAD 83)
 MJ0021_MARKER: DB = BENCH MARK DISK
 MJ0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0021_SP_SET: CONCRETE BASE
 MJ0021_STAMPING: DEXTER 1950
 MJ0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0021
 MJ0021  HISTORY     - Date     Condition        Report By
 MJ0021  HISTORY     - 1950     MONUMENTED       CGS
 MJ0021
 MJ0021                          STATION DESCRIPTION
 MJ0021
 MJ0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0021'AT DEXTER.
 MJ0021'AT DEXTER, 144 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 6,
 MJ0021'1.5 FEET ABOVE THE GROUND, SET IN THE TOP OF THE NORTH CORNER OF
 MJ0021'THE CONCRETE BASE OF THE NORTHWEST LEG OF THE CITY WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0575 ***********************************************************************
 NL0575  DESIGNATION -  DIAMOND
 NL0575  PID         -  NL0575
 NL0575  STATE/COUNTY-  IA/CHEROKEE
 NL0575  USGS QUAD   -  GALVA (1969)
 NL0575
 NL0575                         *CURRENT SURVEY CONTROL
 NL0575  ___________________________________________________________________
 NL0575* NAD 83(1996)-  42 36 45.33412(N)    095 25 19.01483(W)     ADJUSTED  
 NL0575* NAVD 88     -       443.     (meters)    1453.     (feet)  SCALED    
 NL0575  ___________________________________________________________________
 NL0575  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 NL0575  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 NL0575
 NL0575  HORZ ORDER  -  SECOND
 NL0575
 NL0575.The horizontal coordinates were established by classical geodetic methods
 NL0575.and adjusted by the National Geodetic Survey in May 1999..
 NL0575
 NL0575.The orthometric height was scaled from a topographic map.
 NL0575
 NL0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0575
 NL0575.The geoid height was determined by GEOID03.
 NL0575
 NL0575;                    North         East     Units Scale Factor Converg.
 NL0575;SPC IA N     - 1,125,375.131 1,342,323.600   MT  0.99994583   -1 18 09.3
 NL0575;UTM  15      - 4,720,638.819   301,350.248   MT  1.00008553   -1 38 25.0
 NL0575
 NL0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0575!SPC IA N     -   0.99993491  x   0.99994583  =   0.99988074
 NL0575!UTM  15      -   0.99993491  x   1.00008553  =   1.00002043
 NL0575
 NL0575:                Primary Azimuth Mark                     Grid Az
 NL0575:SPC IA N     -  STORM LAKE ST POL KAA 971 MAST           083 33 14.3
 NL0575:UTM  15      -  STORM LAKE ST POL KAA 971 MAST           083 53 30.0
 NL0575
 NL0575|---------------------------------------------------------------------|
 NL0575| PID    Reference Object                     Distance      Geod. Az  |
 NL0575|                                                           dddmmss.s |
 NL0575| NL0566 STORM LAKE ST POL KAA 971 MAST      APPROX.19.4 KM 0821505.0 |
 NL0575| NL0564 STORM LAKE RAD STA KAYL MAST        APPROX.20.8 KM 0830906.1 |
 NL0575| CO2975 DIAMOND RM 1                         27.252 METERS 09341     |
 NL0575| NL0576 GALVA MUNICIPAL TANK                APPROX.12.1 KM 1784123.7 |
 NL0575| CO2974 DIAMOND AZ MK                                      2095515.8 |
 NL0575| CO2976 DIAMOND RM 2                         23.728 METERS 26455     |
 NL0575| NL0579 AURELIA MUNICIPAL TANK              APPROX.11.3 KM 3540505.0 |
 NL0575|---------------------------------------------------------------------|
 NL0575
 NL0575                          SUPERSEDED SURVEY CONTROL
 NL0575
 NL0575  NAD 83(1996)-  42 36 45.33419(N)    095 25 19.01474(W) AD(       ) 2
 NL0575  NAD 83(1986)-  42 36 45.33349(N)    095 25 19.01351(W) AD(       ) 2
 NL0575  NAD 27      -  42 36 45.39700(N)    095 25 18.00000(W) AD(       ) 2
 NL0575
 NL0575.Superseded values are not recommended for survey control.
 NL0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0575.See file dsdata.txt to determine how the superseded data were derived.
 NL0575
 NL0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH0135020639(NAD 83)
 NL0575_MARKER: DS = TRIANGULATION STATION DISK
 NL0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0575
 NL0575  HISTORY     - Date     Condition        Report By
 NL0575  HISTORY     - 1950     MONUMENTED       CGS
 NL0575  HISTORY     - 1962     GOOD             CGS
 NL0575  HISTORY     - 1962     GOOD             IACC
 NL0575
 NL0575                          STATION DESCRIPTION
 NL0575
 NL0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0575'STATION IS LOCATED ABOUT 7 MILES SOUTH OF AURELIA ON HIGH
 NL0575'GROUND IN THE EDGE OF A CULTIVATED FIELD.  STATION IS 92
 NL0575'FEET EAST OF A LONE TREE AND 8 FEET NORTH OF FENCE.  THE
 NL0575'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED DIAMOND
 NL0575'1950.
 NL0575'
 NL0575'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF FENCE.  THE MARK
 NL0575'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED DIAMOND
 NL0575'NO 1 1950.
 NL0575'
 NL0575'REFERENCE MARK NO. 2 IS 14.5 FEET EAST OF LONE TREE AND 1.5
 NL0575'FEET NORTH OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 NL0575'THE DISK IS STAMPED DIAMOND NO 2 1950.
 NL0575'
 NL0575'AZIMUTH MARK IS 33 FEET WEST OF THE APPROXIMATE CENTERLINE
 NL0575'OF GRAVEL ROAD, 3 FEET NORTH NORTHEAST OF GATE POST AND 1
 NL0575'FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 NL0575'THE DISK IS STAMPED DIAMOND AZI 1950.
 NL0575'
 NL0575'TO REACH FROM THE POST OFFICE IN HOLSTEIN GO NORTH ON U.S.
 NL0575'HIGHWAY 59 FOR 6.0 MILES TO JUNCTION OF COUNTY ROUTE L.  TURN
 NL0575'RIGHT AND GO EAST FOR 6.0 MILES TO WHERE COUNTY ROUTE E
 NL0575'TURNS SOUTH.  TURN LEFT AND GO NORTH FOR 2.0 MILES TO AZIMUTH
 NL0575'MARK ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.  CONTINUE
 NL0575'NORTH FOR 0.5 MILE TO TOP OF HILL.  STATION IS LOCATED ABOUT
 NL0575'0.3 MILE EAST OF THIS POINT.  CONTINUE NORTH FOR 0.25 MILE
 NL0575'TO GATE ON RIGHT.  PASS THROUGH GATE AND GO SOUTH ON TRACK
 NL0575'ROAD FOR 0.25 MILE TO FENCE CORNER.  FOLLOW TRACK ROAD EAST
 NL0575'FOR 0.25 MILE TO STATION NEAR LONE TREE AS DESCRIBED.
 NL0575'
 NL0575'A 74 FOOT SIGNAL AT STATION AURELIA 1940 IS V.G.
 NL0575'
 NL0575'A 100 FOOT SIGNAL AT STATION ESPE 1940 IS V.G.
 NL0575'
 NL0575'AN 87 FOOT SIGNAL AT STATION PIKE IS V.G.
 NL0575'
 NL0575'AN 87 FOOT SIGNAL AT STATION SCHALLER IS V.G.
 NL0575'
 NL0575'A 74 FOOT SIGNAL AT STATION DREWS IS V.G.
 NL0575'
 NL0575'A 74 FOOT SIGNAL AT STATION SMITH IS V.G.
 NL0575'
 NL0575'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NL0575
 NL0575                          STATION RECOVERY (1962)
 NL0575
 NL0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NL0575'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WEREFOUND
 NL0575'IN GOOD CONDITION.  A NEW SET OF REFERENCES FOR THE AZIMUTH
 NL0575'MARK AND A DIFFERENT TO REACH.
 NL0575'
 NL0575'AZIMUTH MARK IS 0.55 MILE SOUTH-SOUTHWEST OF THE STATION,
 NL0575'55 FEET NORTH OF THE CENTER OF HARD-SURFACED ROAD, 33 FEET
 NL0575'WEST OF THE CENTER OF GRAVEL ROAD, 5 FEET NORTH-NORTHEAST
 NL0575'OF A FENCE CORNER POST, AND 1 FOOT EAST OF FENCE.  THE MARK
 NL0575'PROJECTS 2 INCHES AND THE DISK IS STAMPED DIAMOND 1950.
 NL0575'16A.
 NL0575'
 NL0575'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 5
 NL0575'AND A GRAVEL ROAD ABOUT 1/2 MILE SOUTHEAST OF AURELIA, GO
 NL0575'SOUTH ON GRAVEL ROAD FOR 6.4 MILES TO TOP OF GRADE AND A
 NL0575'GATE ON THE LEFT.  TURN LEFT THRU GATE, THEN TURN RIGHT OR
 NL0575'SOUTH ALONG EAST SIDE OF FENCE AND GO 0.25 MILE TO FENCE
 NL0575'CORNER.  TURN LEFT AND GO EAST 0.25 MILE TO A LONE TREE AND
 NL0575'THE STATION.
 NL0575'
 NL0575'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY
 NL0575'5 AND A GRAVEL ROAD ABOUT 1/2 MILE SOUTHEAST OF AURELIA, GO
 NL0575'SOUTH ON GRAVEL ROAD FOR 7.1 MILES TO A CROSSROADS AND THE
 NL0575'AZIMUTH MARK IN THE NORTHWEST ANGLE AS DESCRIBED.
 NL0575
 NL0575                          STATION RECOVERY (1962)
 NL0575
 NL0575'RECOVERY NOTE BY IOWA CONSERVATION COMMISSION 1962 (REF)
 NL0575'STATION, R.M. 1 AND 2, AND AZIMUTH MARKS WERE RECOVERED IN
 NL0575'GOOD CONDITION.  DESCRIPTION OF STATION ADEQUATE EXCEPT
 NL0575'STATION IS 6 INCHES BELOW SURFACE.  THE AZIMUTH MARK APPEARS
 NL0575'TO HAVE BEEN REMOVED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0787 ***********************************************************************
 MG0787  DESIGNATION -  DIGBY RESET
 MG0787  PID         -  MG0787
 MG0787  STATE/COUNTY-  IA/JOHNSON
 MG0787  USGS QUAD   -  IOWA CITY EAST (1993)
 MG0787
 MG0787                         *CURRENT SURVEY CONTROL
 MG0787  ___________________________________________________________________
 MG0787* NAD 83(1996)-  41 40 41.03030(N)    091 26 26.33905(W)     ADJUSTED  
 MG0787* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 MG0787  ___________________________________________________________________
 MG0787  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 MG0787  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MG0787
 MG0787  HORZ ORDER  -  FIRST
 MG0787
 MG0787.The horizontal coordinates were established by classical geodetic methods
 MG0787.and adjusted by the National Geodetic Survey in May 1999..
 MG0787
 MG0787.The orthometric height was scaled from a topographic map.
 MG0787
 MG0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0787
 MG0787.The geoid height was determined by GEOID03.
 MG0787
 MG0787;                    North         East     Units Scale Factor Converg.
 MG0787;SPC IA S     -   188,380.781   671,457.091   MT  0.99998300   +1 21 23.4
 MG0787;UTM  15      - 4,615,207.623   629,792.447   MT  0.99980731   +1 02 13.3
 MG0787
 MG0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0787!SPC IA S     -   0.99996575  x   0.99998300  =   0.99994875
 MG0787!UTM  15      -   0.99996575  x   0.99980731  =   0.99977307
 MG0787
 MG0787:                Primary Azimuth Mark                     Grid Az
 MG0787:SPC IA S     -  MECHANICSVILLE MUNICIPAL TANK            030 01 21.9
 MG0787:UTM  15      -  MECHANICSVILLE MUNICIPAL TANK            030 20 32.0
 MG0787
 MG0787|---------------------------------------------------------------------|
 MG0787| PID    Reference Object                     Distance      Geod. Az  |
 MG0787|                                                           dddmmss.s |
 MG0787| MG0789 MECHANICSVILLE MUNICIPAL TANK       APPROX.29.6 KM 0312245.3 |
 MG0787| MG0778 AERIAL BEACON RED                   APPROX. 6.9 KM 0561612.1 |
 MG0787| MG0767 AERIAL BEACON GREEN                 APPROX.26.0 KM 0601814.4 |
 MG0787| MG0776 WEST BRANCH MUNICIPAL TANK          APPROX. 7.6 KM 0924834.3 |
 MG0787| MG0780 WEST LIBERTY MUNICIPAL TANK         APPROX.19.1 KM 1292442.9 |
 MG0787| CL8389 DIGBY RM 1                           27.425 METERS 13812     |
 MG0787| CL8390 DIGBY RM 3                           11.646 METERS 20147     |
 MG0787| MG0822 RIVERSIDE MUN WATER TANK            APPROX.24.5 KM 2081941.6 |
 MG0787| MG0788 DIGBY RM 2                          237.490 METERS 24150     |
 MG0787| MG0881 IOWA CITY NEW U HEAT PLT E STK      APPROX. 8.6 KM 2542715.1 |
 MG0787| MG0877 IOWA CITY NEW U HEAT PLT W STK      APPROX. 8.6 KM 2542940.6 |
 MG0787| MG0871 IOWA CITY EAST AERIAL               APPROX. 8.2 KM 2554851.7 |
 MG0787| MG0878 IOWA CITY OLD U HEAT PLT STK        APPROX. 8.3 KM 2555053.8 |
 MG0787| MG0876 IOWA CITY WEST AERIAL               APPROX. 8.3 KM 2555422.3 |
 MG0787| MG0872 IOWA CITY MUNICIPAL TANK            APPROX. 7.0 KM 2654128.9 |
 MG0787| MG0875 CORALVILLE TB HOSPITAL STACK        APPROX.13.9 KM 2824104.6 |
 MG0787| MG0874 PERKL                               APPROX.12.3 KM 2941325.8 |
 MG0787|---------------------------------------------------------------------|
 MG0787
 MG0787                          SUPERSEDED SURVEY CONTROL
 MG0787
 MG0787  NAD 83(1986)-  41 40 41.03023(N)    091 26 26.34760(W) AD(       ) 1
 MG0787  NAD 27      -  41 40 40.96100(N)    091 26 25.74900(W) AD(       ) 1
 MG0787
 MG0787.Superseded values are not recommended for survey control.
 MG0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0787.See file dsdata.txt to determine how the superseded data were derived.
 MG0787
 MG0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG2979215208(NAD 83)
 MG0787_MARKER: DS = TRIANGULATION STATION DISK
 MG0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0787
 MG0787  HISTORY     - Date     Condition        Report By
 MG0787  HISTORY     - 1930     MONUMENTED       CGS
 MG0787  HISTORY     - 1931     GOOD             IOWAGS
 MG0787  HISTORY     - 1934     POOR             IOWAGS
 MG0787  HISTORY     - 1939     SEE DESCRIPTION  IOWAGS
 MG0787  HISTORY     - 1963     MARK NOT FOUND   USGS
 MG0787  HISTORY     - 1975     SEE DESCRIPTION  NGS
 MG0787
 MG0787                          STATION DESCRIPTION
 MG0787
 MG0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0787'STATION IS ABOUT 4-1/2 MILES E AND 1/2 MILE N OF IOWA CITY
 MG0787'IN THE SW 1/4 OF SEC. 4, T 79 N, R 5 W, ON THE ABANDONED
 MG0787'RIGHT-OF-WAY OF THE ROCK ISLAND RAILROAD COMPANY.  THE OLD
 MG0787'RIGHT-OF-WAY IS PARALLELED BY A PUBLIC ROAD, ON THE S SIDE
 MG0787'OF WHICH, OPPOSITE THE STATION IS THE FARMHOUSE OF M.J.
 MG0787'FITZPATRICK.  THE STATION IS 23 FEET N OF THE ROAD FENCE ON THE N
 MG0787'SIDE OF THE ROAD AND NEARLY OPPOSITE THE LANE LEADING IN TO
 MG0787'MR. FITZPATRICKS HOUSE.
 MG0787'
 MG0787'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MG0787'DISKS SET IN CONCRETE.
 MG0787'
 MG0787'REFERENCE MARK NO. 1 IS ON S SIDE OF ROAD AT FENCE CORNER
 MG0787'ON E SIDE OF LANE LEADING S TO MR. FITZPATRICKS BUILDINGS.
 MG0787'IT IS ABOUT 20 FEET S OF CENTER LINE OF ROAD.  REFERENCE
 MG0787'MARK NO. 2 IS ON FENCE LINE ON N SIDE OF ROAD AND S SIDE
 MG0787'OF RIGHT-OF-WAY, AT FENCE CORNER WHERE THE ROAD LEADS E
 MG0787'AND A LANE LEADS N TO A FARMHOUSE ABOUT 150 YARDS DISTANT.
 MG0787'
 MG0787'TO REACH FROM IOWA CITY TAKE STATE HIGHWAY 1 E FOR ABOUT 4
 MG0787'MILES TO ABANDONED RAILROAD CROSSING.  CONTINUE E TO NEXT
 MG0787'ROAD LEADING N, ABOUT 1/2 MILE DISTANT.  TAKE THIS ROAD AND
 MG0787'FOLLOW IN A NORTHERLY DIRECTION FOR ABOUT 1/2 MILE TO A TURN
 MG0787'E.  STATION IS ABOUT 1/4 MILE E OF THIS TURN.
 MG0787'
 MG0787'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MG0787
 MG0787                          STATION RECOVERY (1931)
 MG0787
 MG0787'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1931
 MG0787'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.  DESCRIPTION GOOD.
 MG0787
 MG0787                          STATION RECOVERY (1934)
 MG0787
 MG0787'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MG0787'STATION MONUMENT FOUND BROKEN.  THE UNDERGROUND MARK WAS
 MG0787'UNCOVERED TEMPORARILY FOR AZIMUTH AND CHAINING.  THE BROKEN
 MG0787'MONUMENT WAS REPLACED TO FACILITATE THE FINDING OF THE UNDERGROUND
 MG0787'MARK.  DESCRIPTION OF LOCATION GOOD, EXCEPT THAT THE ABANDONED
 MG0787'RIGHT-OF-WAY HAS BEEN TURNED INTO CULTIVATION, SO THAT THE
 MG0787'STATION IS NOW IN CULTIVATED FIELD.
 MG0787
 MG0787                          STATION RECOVERY (1939)
 MG0787
 MG0787'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1939
 MG0787'STATION DIGBY FOUND BROKEN.  REMOVED THE TOP MONUMENT AT
 MG0787'DIGBY, PLUMBED TO THE PRIMARY MONUMENT AND REPLACED THE
 MG0787'TOP MONUMENT AND CAP IN THE LOCATION OF THE PRIMARY MONUMENT
 MG0787'FLUSH OR SLIGHTLY ABOVE THE SURFACE OF THE GROUND, IN A CONCRETE
 MG0787'MONUMENT ABOUT 20 INCHES SQUARE AT THE BOTTOM, AND 12
 MG0787'INCHES SQUARE AT THE TOP.  ALL OF THE REFERENCE MARKERS
 MG0787'ARE IN GOOD CONDITION AND I BELIEVE THAT THE MONUMENT AT DIGBY
 MG0787'WAS LIKELY DISTURBED BY THE REMOVAL OF THE RAILROAD TRACKS
 MG0787'ALONG THAT LINE.
 MG0787
 MG0787                          STATION RECOVERY (1963)
 MG0787
 MG0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MG0787'MARK DESTROYED BY REMOVAL OF OLD RAILROAD, SURFACE MARK
 MG0787'COMPLETELY ABSENT, SUBSURFACE MARK FOUND ABOUT 2 FT. BELOW
 MG0787'THE SURFACE OF THE GROUND BROKEN OFF AND APPARENTLY MOVED
 MG0787'FROM ITS ORIGINAL POSITION.
 MG0787
 MG0787                          STATION RECOVERY (1975)
 MG0787
 MG0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MG0787'REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD
 MG0787'CONDITION.  THE STATION MARKS WERE PREVIOUSLY REPORTED DESTROYED.
 MG0787'NEW STATION MARKS WERE SET THIS DATE USING THE DISTANCE FROM
 MG0787'REFERENCE MARK 1 AND THE ANGLE BETWEEN THE REFERENCE MARKS AND A
 MG0787'POLARIS OBSERVATION WAS MADE THE 7-26-75.  REFERENCE MARK 3 WAS
 MG0787'ALSO ESTABLISHED THIS DATE.
 MG0787'
 MG0787'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 MG0787'
 MG0787'THE STATION IS LOCATED ABOUT 4.5 MILES EAST AND 0.5 MILE NORTH OF
 MG0787'IOWA CITY, IN THE SW 1/4 OF SEC. 4, T 79 N, R 5 W, IN PASTURE
 MG0787'LAND OWNED BY MR. LEWIS ERNST, ROUTE 5, IOWA CITY, IOWA.
 MG0787'
 MG0787'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 80 AND STATE
 MG0787'HIGHWAY 1, EXIT 61, NORTHEAST OF IOWA CITY, GO EAST ON INTERSTATE
 MG0787'80 FOR 3.0 MILES TO EXIT 62, LEAVE INTERSTATE 80, THEN FROM TOP
 MG0787'OF OVERPASS, GO NORTHERLY AND EAST ON A PAVED ROAD FOR 0.3 MILE TO
 MG0787'A GRAVELED ROAD LEFT, TURN LEFT AND GO NORTH, EAST AND NORTH ON THE
 MG0787'GRAVELED ROAD FOR 0.45 MILE TO ROAD FORKS, BEAR RIGHT AND GO
 MG0787'EAST ON A GRAVELED AND DIRT ROAD FOR 0.15 MILE TO A LARGE FARM
 MG0787'HOUSE ON THE RIGHT AND THE STATION ON THE LEFT.
 MG0787'
 MG0787'THE STATION MARKS ARE STANDARD DISKS STAMPED DIGBY 1930 1975, THE
 MG0787'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 MG0787'MONUMENT THAT IS 10 INCHES BELOW THE GROUND SURFACE.  IT IS
 MG0787'32 FEET NORTHWEST OF A 3-FOOT OAK TREE, 32 FEET NORTHEAST OF A
 MG0787'3 1/2-FOOT OAK TREE AND 26.5 FEET NORTH OF A METAL WITNESS POST
 MG0787'IN A FENCELINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MG0787'OF CONCRETE 36 INCHES BELOW THE GROUND.
 MG0787'
 MG0787'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DIGBY NO 1 1930, SET
 MG0787'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 MG0787'WITH THE GROUND SURFACE.  IT IS 36 FEET SOUTH OF THE CENTER OF THE
 MG0787'DIRT ROAD, 18 FEET SOUTHWEST OF A CORNER FENCE POST, 8.5 FEET
 MG0787'EAST OF A 30-INCH OAK TREE AND 7 FEET SOUTH OF AN EAST-WEST
 MG0787'FENCELINE.
 MG0787'
 MG0787'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DIGBY NO 2 1930,
 MG0787'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MG0787'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 105 FEET EAST OF A
 MG0787'CORNER FENCE POST AND 3.8 FEET NORTH OF A METAL WITNESS POST IN
 MG0787'THE EAST-WEST FENCELINE.
 MG0787'
 MG0787'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED
 MG0787'DIGBY 1930 NO 3 1975 AND SET FLUSH WITH THE GROUND SURFACE.  IT
 MG0787'IS 13 FEET WEST OF THE 3 1/2-FOOT OAK TREE, 2 FEET WEST OF A WOOD
 MG0787'FENCE POST AND 6 INCHES NORTH OF THE EAST-WEST FENCELINE.
 MG0787'
 MG0787'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 MG0787'E AND 1/2 MILE N OF IOWA CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0788 ***********************************************************************
 MG0788  DESIGNATION -  DIGBY RM 2
 MG0788  PID         -  MG0788
 MG0788  STATE/COUNTY-  IA/JOHNSON
 MG0788  USGS QUAD   -  IOWA CITY EAST (1993)
 MG0788
 MG0788                         *CURRENT SURVEY CONTROL
 MG0788  ___________________________________________________________________
 MG0788* NAD 83(1996)-  41 40 37.39751(N)    091 26 35.39139(W)     ADJUSTED  
 MG0788* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 MG0788  ___________________________________________________________________
 MG0788  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 MG0788  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MG0788
 MG0788  HORZ ORDER  -  SECOND
 MG0788
 MG0788.The horizontal coordinates were established by classical geodetic methods
 MG0788.and adjusted by the National Geodetic Survey in May 1999..
 MG0788
 MG0788.The orthometric height was scaled from a topographic map.
 MG0788
 MG0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0788
 MG0788.The geoid height was determined by GEOID03.
 MG0788
 MG0788;                    North         East     Units Scale Factor Converg.
 MG0788;SPC IA S     -   188,263.782   671,250.425   MT  0.99998286   +1 21 17.4
 MG0788;UTM  15      - 4,615,091.798   629,585.169   MT  0.99980664   +1 02 07.2
 MG0788
 MG0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0788!SPC IA S     -   0.99996575  x   0.99998286  =   0.99994861
 MG0788!UTM  15      -   0.99996575  x   0.99980664  =   0.99977240
 MG0788
 MG0788                          SUPERSEDED SURVEY CONTROL
 MG0788
 MG0788  NAD 83(1986)-  41 40 37.39744(N)    091 26 35.39994(W) AD(       ) 2
 MG0788  NAD 27      -  41 40 37.32820(N)    091 26 34.80106(W) AD(       ) 2
 MG0788
 MG0788.Superseded values are not recommended for survey control.
 MG0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0788.See file dsdata.txt to determine how the superseded data were derived.
 MG0788
 MG0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG2958515092(NAD 83)
 MG0788_MARKER: DR = REFERENCE MARK DISK
 MG0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0788_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MG0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0788+STABILITY: SURFACE MOTION
 MG0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0788+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 MG0788
 MG0788  HISTORY     - Date     Condition        Report By
 MG0788  HISTORY     - 1975     MONUMENTED       NGS
 MG0788  HISTORY     - 20060405 GOOD             GEOCAC
 MG0788
 MG0788                          STATION DESCRIPTION
 MG0788
 MG0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MG0788'THE STATION IS LOCATED ABOUT 4.5 MILES EAST AND 0.5 MILE NORTH OF
 MG0788'IOWA CITY, IN THE SW 1/4 OF SEC. 4, T 79 N, R 5 W, IN PASTURE
 MG0788'LAND OWNED BY MR. LEWIS ERNST, ROUTE 5, IOWA CITY, IOWA.
 MG0788'
 MG0788'TO REACH STATION DIGBY FROM THE JUNCTION OF INTERSTATE 80 AND STATE
 MG0788'HIGHWAY 1, EXIT 61, NORTHEAST OF IOWA CITY, GO EAST ON INTERSTATE
 MG0788'80 FOR 3.0 MILES TO EXIT 62, LEAVE INTERSTATE 80, THEN FROM TOP
 MG0788'OF OVERPASS, GO NORTHERLY AND EAST ON A PAVED ROAD FOR 0.3 MILE TO
 MG0788'A GRAVELED ROAD LEFT, TURN LEFT AND GO NORTH, EAST AND NORTH ON THE
 MG0788'GRAVELED ROAD FOR 0.45 MILE TO ROAD FORKS, BEAR RIGHT AND GO
 MG0788'EAST ON A GRAVELED AND DIRT ROAD FOR 0.15 MILE TO A LARGE FARM
 MG0788'HOUSE ON THE RIGHT AND THE STATION ON THE LEFT.
 MG0788'
 MG0788'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DIGBY NO 2 1930, SET
 MG0788'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 MG0788'INCHES ABOVE THE GROUND SURFACE.  IT IS 105 FEET EAST OF A CORNER
 MG0788'FENCE POST AND 3.8 FEET NORTH OF A METAL WITNESS POST IN THE
 MG0788'EAST-WEST FENCELINE.
 MG0788'
 MG0788'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES E AND
 MG0788'1/2 MILE N OF IOWA CITY.
 MG0788
 MG0788                          STATION RECOVERY (2006)
 MG0788
 MG0788'RECOVERY NOTE BY GEOCACHING 2006 (SS)
 MG0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0594 ***********************************************************************
 NK0594  DESIGNATION -  DIKE
 NK0594  PID         -  NK0594
 NK0594  STATE/COUNTY-  IA/GRUNDY
 NK0594  USGS QUAD   -  DIKE (1971)
 NK0594
 NK0594                         *CURRENT SURVEY CONTROL
 NK0594  ___________________________________________________________________
 NK0594* NAD 83(1996)-  42 25 39.31459(N)    092 37 59.54630(W)     ADJUSTED  
 NK0594* NAVD 88     -       310.5    (meters)    1019.     (feet)  VERTCON   
 NK0594  ___________________________________________________________________
 NK0594  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 NK0594  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 NK0594
 NK0594  HORZ ORDER  -  SECOND
 NK0594
 NK0594.The horizontal coordinates were established by classical geodetic methods
 NK0594.and adjusted by the National Geodetic Survey in May 1999..
 NK0594
 NK0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0594
 NK0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0594
 NK0594.The geoid height was determined by GEOID03.
 NK0594
 NK0594;                    North         East     Units Scale Factor Converg.
 NK0594;SPC IA N     - 1,103,398.392 1,571,327.134   MT  0.99995410   +0 35 14.9
 NK0594;UTM  15      - 4,697,317.696   530,172.707   MT  0.99961120   +0 14 50.9
 NK0594
 NK0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0594!SPC IA N     -   0.99995629  x   0.99995410  =   0.99991039
 NK0594!UTM  15      -   0.99995629  x   0.99961120  =   0.99956750
 NK0594
 NK0594:                Primary Azimuth Mark                     Grid Az
 NK0594:SPC IA N     -  DIKE FARMERS ELEV FLAGPOLE               003 42 57.2
 NK0594:UTM  15      -  DIKE FARMERS ELEV FLAGPOLE               004 03 21.2
 NK0594
 NK0594|---------------------------------------------------------------------|
 NK0594| PID    Reference Object                     Distance      Geod. Az  |
 NK0594|                                                           dddmmss.s |
 NK0594| NK0592 DIKE FARMERS ELEV FLAGPOLE          APPROX. 3.9 KM 0041812.1 |
 NK0594| CI6206 DIKE RM 1                            13.542 METERS 04145     |
 NK0594| CI6207 DIKE RM 2                            13.603 METERS 31756     |
 NK0594|---------------------------------------------------------------------|
 NK0594
 NK0594                          SUPERSEDED SURVEY CONTROL
 NK0594
 NK0594  NAD 83(1996)-  42 25 39.31488(N)    092 37 59.54258(W) AD(       ) 2
 NK0594  NAD 83(1986)-  42 25 39.31293(N)    092 37 59.53971(W) AD(       ) 2
 NK0594  NAD 27      -  42 25 39.37034(N)    092 37 58.83389(W) AD(       ) 2
 NK0594  NGVD 29 (07/19/86)  310.5    (m)         1019.     (f) VERT ANG       
 NK0594
 NK0594.Superseded values are not recommended for survey control.
 NK0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0594.See file dsdata.txt to determine how the superseded data were derived.
 NK0594
 NK0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3017397318(NAD 83)
 NK0594_MARKER: DD = SURVEY DISK
 NK0594_SETTING: 0 = UNSPECIFIED SETTING
 NK0594
 NK0594  HISTORY     - Date     Condition        Report By
 NK0594  HISTORY     - 1970     MONUMENTED       USGS
 NK0594
 NK0594                          STATION DESCRIPTION
 NK0594
 NK0594'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0594'THE STATION IS ABOUT 2.8 MI S. OF DIKE, ABOUT 481 FT W. OF THE
 NK0594'COR. OF SECS. 17, 18, 19 AND 20, T. 88 N., R. 15 W., ALONG A
 NK0594'PAVED CO. RD. ON A PROMINENT RIDGE.
 NK0594'
 NK0594'TO REACH FROM THE U.S. POST OFFICE IN DIKE AT THE INTERSECTION
 NK0594'OF MAIN STREET AND ELDER STREET, GO W. ON ELDER STREET FOR 0.2 MI
 NK0594'TO THE JCT. OF 1ST STREET.  TURN LEFT AND GO S. ON PAVED COUNTY
 NK0594'RD. FOR 2.6 MI TO A CROSSROAD, TURN RIGHT AND GO W. FOR ABOUT
 NK0594'0.1 MI TO THE STATION ON THE RIGHT.
 NK0594'
 NK0594'THE STATION MARK, STAMPED ET DIKE 1970 IS 14 FT N. AND 481
 NK0594'FT W. CENTER CROSSROADS, 35.5 FT S. OF THE N. RIGHT-OF-WAY
 NK0594'FENCE.  THE STATION IS BURIED APPROX. 20 IN. INTO THE SHOULDER
 NK0594'OF THE RD.
 NK0594'
 NK0594'REFERENCE MARK NO. 1, STAMPED DIKE NO 1 1970 IS NE. OF THE
 NK0594'STATION, 47 FT N. CENTER RD.  6.0 FT E. AND 1 FT S. OF THE
 NK0594'W. TRANSFORMER POLE OF TWO.  2.7 FT S. OF THE N. RIGHT-OF-WAY
 NK0594'FENCE.
 NK0594'
 NK0594'REFERENCE MARK NO. 2, STAMPED DIKE NO 2 1970 IS NW. OF THE
 NK0594'STATION.  47.5 FT N. CENTER OF RD., 2.5 FT S. OF THE
 NK0594'N. RIGHT-OF-WAY FENCE.  2.5 FT S. OF A USGS WITNESS POST.
 NK0594'
 NK0594'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 NK0594'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NK0594'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  REFERENCE MARK
 NK0594'NO. 1 AND REFERENCE MARK NO. 2 ARE SET FLUSH WITH THE
 NK0594'GROUND.  THE STATION MARK, IS BURIED APPROX. 20 IN. BELOW THE
 NK0594'SURFACE.
 NK0594'
 NK0594'NO AZIMUTH MARK WAS SET.
 NK0594'
 NK0594'REFERENCE AZIMUTH USED - FARMERS COOPERATIVE CO. CONCRETE
 NK0594'ELEV. FLAGPOLE.  POINT OBSERVED IS THE FLAGPOLE ON THE NE. COR. OF
 NK0594'THE HEADHOUSE OF THE FARMERS COOPERATIVE CO. CONCRETE ELEVATOR
 NK0594'IN DIKE, LOCATED IN THE SOUTHERN PART OF DIKE, T. 88 N., R. 15
 NK0594'W., ABOUT 0.4 MI N. AND 0.10 MI E. OF THE COR. OF SECS. 5,
 NK0594'6, 7 AND 8.
 NK0594'
 NK0594'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0592 ***********************************************************************
 NK0592  DESIGNATION -  DIKE FARMERS ELEV FLAGPOLE
 NK0592  PID         -  NK0592
 NK0592  STATE/COUNTY-  IA/GRUNDY
 NK0592  USGS QUAD   -  DIKE (1971)
 NK0592
 NK0592                         *CURRENT SURVEY CONTROL
 NK0592  ___________________________________________________________________
 NK0592* NAD 83(1996)-  42 27 45.84192(N)    092 37 46.68734(W)     ADJUSTED  
 NK0592* NAVD 88     -                                                        
 NK0592  ___________________________________________________________________
 NK0592  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 NK0592  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 NK0592
 NK0592  HORZ ORDER  -  THIRD
 NK0592
 NK0592.The horizontal coordinates were established by classical geodetic methods
 NK0592.and adjusted by the National Geodetic Survey in May 1999..
 NK0592.No horizontal observational check was made to the station.
 NK0592
 NK0592
 NK0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0592
 NK0592.The geoid height was determined by GEOID03.
 NK0592
 NK0592;                    North         East     Units Scale Factor Converg.
 NK0592;SPC IA N     - 1,107,305.160 1,571,580.861   MT  0.99995173   +0 35 23.6
 NK0592;UTM  15      - 4,701,221.556   530,449.513   MT  0.99961141   +0 15 00.1
 NK0592
 NK0592                          SUPERSEDED SURVEY CONTROL
 NK0592
 NK0592  NAD 83(1996)-  42 27 45.84217(N)    092 37 46.68473(W) AD(       ) 4
 NK0592  NAD 83(1986)-  42 27 45.83971(N)    092 37 46.68124(W) AD(       ) 4
 NK0592  NAD 27      -  42 27 45.89984(N)    092 37 45.97863(W) AD(       ) 3
 NK0592
 NK0592.Superseded values are not recommended for survey control.
 NK0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0592.See file dsdata.txt to determine how the superseded data were derived.
 NK0592
 NK0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3045001222(NAD 83)
 NK0592_MARKER: 62 = FLAGPOLE
 NK0592
 NK0592  HISTORY     - Date     Condition        Report By
 NK0592  HISTORY     - 1970     FIRST OBSERVED   USGS
 NK0592
 NK0592                          STATION DESCRIPTION
 NK0592
 NK0592'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0596 ***********************************************************************
 MH0596  DESIGNATION -  DILLON
 MH0596  PID         -  MH0596
 MH0596  STATE/COUNTY-  IA/MARSHALL
 MH0596  USGS QUAD   -  GILMAN (1980)
 MH0596
 MH0596                         *CURRENT SURVEY CONTROL
 MH0596  ___________________________________________________________________
 MH0596* NAD 83(1996)-  41 59 41.71783(N)    092 47 07.59207(W)     ADJUSTED  
 MH0596* NAVD 88     -       299.9    (meters)     984.     (feet)  VERTCON   
 MH0596  ___________________________________________________________________
 MH0596  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 MH0596  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 MH0596
 MH0596  HORZ ORDER  -  SECOND
 MH0596
 MH0596.The horizontal coordinates were established by classical geodetic methods
 MH0596.and adjusted by the National Geodetic Survey in May 1999..
 MH0596
 MH0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0596
 MH0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0596
 MH0596.The geoid height was determined by GEOID03.
 MH0596
 MH0596;                    North         East     Units Scale Factor Converg.
 MH0596;SPC IA N     - 1,055,224.558 1,559,206.473   MT  1.00001380   +0 29 03.4
 MH0596;UTM  15      - 4,649,234.640   517,770.580   MT  0.99960389   +0 08 36.8
 MH0596
 MH0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0596!SPC IA N     -   0.99995794  x   1.00001380  =   0.99997174
 MH0596!UTM  15      -   0.99995794  x   0.99960389  =   0.99956185
 MH0596
 MH0596:                Primary Azimuth Mark                     Grid Az
 MH0596:SPC IA N     -  GRAND                                    013 07 00.6
 MH0596:UTM  15      -  GRAND                                    013 27 27.2
 MH0596
 MH0596|---------------------------------------------------------------------|
 MH0596| PID    Reference Object                     Distance      Geod. Az  |
 MH0596|                                                           dddmmss.s |
 MH0596| NK0615 GRAND                               APPROX. 3.0 KM 0133604.0 |
 MH0596| CL8391 DILLON RM 1                          18.803 METERS 09259     |
 MH0596| CL8392 DILLON RM 2                          31.027 METERS 17941     |
 MH0596|---------------------------------------------------------------------|
 MH0596
 MH0596                          SUPERSEDED SURVEY CONTROL
 MH0596
 MH0596  NAD 83(1986)-  41 59 41.72432(N)    092 47 07.59347(W) AD(       ) 2
 MH0596  NAD 27      -  41 59 41.76303(N)    092 47 06.87664(W) AD(       ) 2
 MH0596  NGVD 29 (07/19/86)  299.9    (m)          984.     (f) VERT ANG       
 MH0596
 MH0596.Superseded values are not recommended for survey control.
 MH0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0596.See file dsdata.txt to determine how the superseded data were derived.
 MH0596
 MH0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1777149235(NAD 83)
 MH0596_MARKER: DD = SURVEY DISK
 MH0596_SETTING: 0 = UNSPECIFIED SETTING
 MH0596
 MH0596  HISTORY     - Date     Condition        Report By
 MH0596  HISTORY     - 1970     MONUMENTED       USGS
 MH0596
 MH0596                          STATION DESCRIPTION
 MH0596
 MH0596'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 MH0596'THE STATION IS ABOUT 1.0 MI SW. OF LE GRAND, IOWA, ABOUT 0.15
 MH0596'MI N. OF THE COR. OF SECS. 13, 14, 23 AND 24, T. 83 N., R. 17
 MH0596'W., IN MR. DILLONS FRONT LAWN.
 MH0596'
 MH0596'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 30 AND
 MH0596'ST. HWY. 146 NEAR THE W. EDGE OF LE GRAND, GO S. ON ST. HWY. 146
 MH0596'FOR 0.85 MI TO FARMHOUSE AND STATION ON RIGHT (W.).
 MH0596'
 MH0596'STATION MARK, STAMPED ET DILLON 1970 IS 45 FT N. AND 32 FT
 MH0596'W. OF CENTER OF RD. AT DRIVE W.
 MH0596'
 MH0596'REFERENCE MARK 1, STAMPED DILLON NO 1 1970 IS E. OF THE
 MH0596'STATION, 42 FT N. AND 30 FT. E. OF CENTER OF RD. AT DRIVE W.,
 MH0596'1.5 FT W. OF E. RIGHT-OF-WAY FENCE, 1.5 FT W. OF USGS WITNESS
 MH0596'POST.
 MH0596'
 MH0596'REFERENCE MARK 2, STAMPED DILLON NO 2 1970 IS S. OF THE
 MH0596'STATION, 58 FT S. AND 30 FT W. OF CENTER OF RD. AT DRIVE W.,
 MH0596'0.5 FT N. AND 3 FT E. OF POWER LINE POLE.
 MH0596'
 MH0596'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 MH0596'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 MH0596'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  REFERENCE MARK 1
 MH0596'AND REFERENCE MARK 2 ARE SET FLUSH WITH THE GROUND.  STATION
 MH0596'MARK IS BURIED APPROX. 4 IN.
 MH0596'
 MH0596'NO AZIMUTH MARK WAS SET.
 MH0596'
 MH0596'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0951 ***********************************************************************
 OO0951  DESIGNATION -  DISHINGER
 OO0951  PID         -  OO0951
 OO0951  STATE/COUNTY-  IA/MITCHELL
 OO0951  USGS QUAD   -  RICEVILLE (1972)
 OO0951
 OO0951                         *CURRENT SURVEY CONTROL
 OO0951  ___________________________________________________________________
 OO0951* NAD 83(1996)-  43 17 55.95892(N)    092 35 01.72762(W)     ADJUSTED  
 OO0951* NAVD 88     -       374.4    (meters)    1228.     (feet)  VERTCON   
 OO0951  ___________________________________________________________________
 OO0951  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 OO0951  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 OO0951
 OO0951  HORZ ORDER  -  FIRST
 OO0951
 OO0951.The horizontal coordinates were established by classical geodetic methods
 OO0951.and adjusted by the National Geodetic Survey in May 1999..
 OO0951
 OO0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0951
 OO0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0951
 OO0951.The geoid height was determined by GEOID03.
 OO0951
 OO0951;                    North         East     Units Scale Factor Converg.
 OO0951;SPC IA N     - 1,200,223.458 1,574,342.634   MT  1.00000604   +0 37 15.4
 OO0951;UTM  15      - 4,794,089.586   533,757.833   MT  0.99961402   +0 17 07.5
 OO0951
 OO0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0951!SPC IA N     -   0.99994607  x   1.00000604  =   0.99995211
 OO0951!UTM  15      -   0.99994607  x   0.99961402  =   0.99956011
 OO0951
 OO0951:                Primary Azimuth Mark                     Grid Az
 OO0951:SPC IA N     -  RICEVILLE MUN TANK                       015 54 08.7
 OO0951:UTM  15      -  RICEVILLE MUN TANK                       016 14 16.6
 OO0951
 OO0951|---------------------------------------------------------------------|
 OO0951| PID    Reference Object                     Distance      Geod. Az  |
 OO0951|                                                           dddmmss.s |
 OO0951| OO0950 RICEVILLE MUN TANK                  APPROX. 7.5 KM 0163124.1 |
 OO0951| CI6208 DISHINGER AZ MK                                    0920306.8 |
 OO0951| CI6209 DISHINGER RM 1                       20.324 METERS 19343     |
 OO0951| OO1004 OSAGE S MUN TANK                    APPROX.18.9 KM 2632148.0 |
 OO0951| OO1007 OSAGE N MUN TANK                    APPROX.18.5 KM 2644121.7 |
 OO0951| CI6210 DISHINGER RM 2                       21.676 METERS 27059     |
 OO0951|---------------------------------------------------------------------|
 OO0951
 OO0951                          SUPERSEDED SURVEY CONTROL
 OO0951
 OO0951  NAD 83(1996)-  43 17 55.95893(N)    092 35 01.72762(W) AD(       ) 1
 OO0951  NAD 83(1986)-  43 17 55.95195(N)    092 35 01.72642(W) AD(       ) 1
 OO0951  NAD 27      -  43 17 56.06489(N)    092 35 01.07546(W) AD(       ) 1
 OO0951  NGVD 29 (07/19/86)  374.4    (m)         1228.     (f) VERT ANG       
 OO0951
 OO0951.Superseded values are not recommended for survey control.
 OO0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0951.See file dsdata.txt to determine how the superseded data were derived.
 OO0951
 OO0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3375894090(NAD 83)
 OO0951_MARKER: DS = TRIANGULATION STATION DISK
 OO0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0951_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0951
 OO0951  HISTORY     - Date     Condition        Report By
 OO0951  HISTORY     - 1971     MONUMENTED       NGS
 OO0951
 OO0951                          STATION DESCRIPTION
 OO0951
 OO0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0951'THE STATION IS ABOUT 8.0 MILES NORTHWEST OF ELMA, 4.5 MILES
 OO0951'SOUTH-SOUTHWEST OF RICEVILLE, 5.5 MILES SOUTH-SOUTHEAST OF
 OO0951'BROWNVILLE, 3.5 MILES EAST-NORTHEAST OF NEW HAVEN AND 1.5 MILES
 OO0951'WEST OF THE MITCHELL-HOWARD COUNTY LINE.  IT IS NEAR THE SOUTH
 OO0951'CENTER OF SECTION 14, T. 98 N. R. 15 W. AND ON PROPERTY OF
 OO0951'MRS. JOE DISHINGER WHO LIVES AT THE STATION SITE.
 OO0951'
 OO0951'TO REACH THE STATION FROM THE POST OFFICE IN RICEVILLE, GO EAST
 OO0951'ON STATE HIGHWAY 9 FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT
 OO0951'AND GO SOUTH ON WOODLAND AVENUE WHICH BECOMES COUNTY ROAD T 68
 OO0951'FOR 4.5 MILES TO A SIDE ROAD RIGHT JUST AFTER CROSSING A CONCRETE
 OO0951'BRIDGE.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE
 OO0951'TO A CROSSROAD AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE WEST
 OO0951'ON THE GRAVELED ROAD FOR 0.5 MILE TO A DRIVEWAY ON THE RIGHT
 OO0951'LEADING TO THE RESIDENCE OF MRS. JOE DISHINGER AND THE
 OO0951'STATION.
 OO0951'
 OO0951'STATION MARKS ARE STANDARD DISKS STAMPED DISHINGER 1971.  THE
 OO0951'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO0951'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 99 FEET
 OO0951'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A STORAGE BARN, 59
 OO0951'FEET EAST OF THE CENTER OF THE DRIVEWAY, 52 FEET SOUTH OF THE
 OO0951'SOUTHWEST CORNER OF A CONCRETE SHED AND 34 FEET NORTH OF THE
 OO0951'CENTER OF THE GRAVELED ROAD.  THE UNDERGROUND DISK IS SET IN
 OO0951'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 OO0951'GROUND SURFACE.
 OO0951'
 OO0951'REFERENCE MARK 1, A STANDARD DISK STAMPED DISHINGER NO 1 1971, IS
 OO0951'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 OO0951'WITH THE GROUND SURFACE.  IT IS 67.8 FEET EAST OF A POWER LINE
 OO0951'POLE, 31 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 1.2 FEET
 OO0951'SOUTH OF A WIRE FENCE AND ABOUT 6 FEET HIGHER THAN THE STATION
 OO0951'MARK.
 OO0951'
 OO0951'REFERENCE MARK 2, A STANDARD DISK STAMPED DISHINGER NO 2 1971,
 OO0951'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0951'FLUSH WITH THE GROUND SURFACE.  IT IS 56.4 FEET SOUTH OF THE
 OO0951'SOUTHEAST CORNER OF THE BARN, 35 FEET NORTH OF THE CENTER OF THE
 OO0951'GRAVELED ROAD, 13 FEET WEST OF THE CENTER OF THE DRIVEWAY,
 OO0951'1.7 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A WIRE
 OO0951'FENCE.
 OO0951'
 OO0951'THE AZIMUTH MARK, A STANDARD DISK STAMPED DISHINGER 1971, IS
 OO0951'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0951'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 112
 OO0951'FEET SOUTHWEST OF THE CENTER OF THE CROSSROAD, 69 FEET WEST OF
 OO0951'A FENCE CORNER, 33 FEET SOUTH OF THE CENTER OF THE GRAVELED
 OO0951'ROAD, 2 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE, 1 FOOT
 OO0951'NORTH-NORTHEAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A
 OO0951'WIRE FENCE.
 OO0951'
 OO0951'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0581 ***********************************************************************
 NL0581  CBN         -  This is a Cooperative Base Network Control Station.
 NL0581  DESIGNATION -  DIVIDE
 NL0581  PID         -  NL0581
 NL0581  STATE/COUNTY-  IA/BUENA VISTA
 NL0581  USGS QUAD   -  PETERSON SE (1971)
 NL0581
 NL0581                         *CURRENT SURVEY CONTROL
 NL0581  ___________________________________________________________________
 NL0581* NAD 83(1996)-  42 50 32.39408(N)    095 19 44.18661(W)     ADJUSTED  
 NL0581* NAVD 88     -       470.2    (meters)    1543.     (feet)  GPS OBS   
 NL0581  ___________________________________________________________________
 NL0581  X           -    -435,038.662 (meters)                     COMP
 NL0581  Y           -  -4,663,959.699 (meters)                     COMP
 NL0581  Z           -   4,314,975.726 (meters)                     COMP
 NL0581  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 NL0581  ELLIP HEIGHT-         441.86  (meters)          (06/15/04) GPS OBS
 NL0581  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 NL0581
 NL0581  HORZ ORDER  -  B
 NL0581  ELLP ORDER  -  FOURTH    CLASS I
 NL0581
 NL0581.The horizontal coordinates were established by GPS observations
 NL0581.and adjusted by the National Geodetic Survey in August 1997..
 NL0581
 NL0581.The orthometric height was determined by GPS observations and a
 NL0581.high-resolution geoid model.
 NL0581
 NL0581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0581
 NL0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0581
 NL0581.The ellipsoidal height was determined by GPS observations
 NL0581.and is referenced to NAD 83.
 NL0581
 NL0581.The geoid height was determined by GEOID03.
 NL0581
 NL0581;                    North         East     Units Scale Factor Converg.
 NL0581;SPC IA N     - 1,150,719.622 1,350,504.789   MT  0.99995000   -1 14 22.4
 NL0581;UTM  15      - 4,745,937.151   309,683.199   MT  1.00004562   -1 35 02.8
 NL0581
 NL0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0581!SPC IA N     -   0.99993071  x   0.99995000  =   0.99988071
 NL0581!UTM  15      -   0.99993071  x   1.00004562  =   0.99997633
 NL0581
 NL0581|---------------------------------------------------------------------|
 NL0581| PID    Reference Object                     Distance      Geod. Az  |
 NL0581|                                                           dddmmss.s |
 NL0581| CO2984 DIVIDE RM 1                          20.379 METERS 04759     |
 NL0581| NL0550 LINN GROVE MUNICIPAL TANK           APPROX. 8.7 KM 0544252.3 |
 NL0581| NL0552 LINN GROVE LUTH CH SPIRE            APPROX. 8.7 KM 0550511.9 |
 NL0581| NL0551 SIOUX RAPIDS MUNICIPAL TANK         APPROX.15.8 KM 0710141.8 |
 NL0581| NL0548 REMBRANDT MUNICIPAL TANK            APPROX.13.3 KM 0972905.0 |
 NL0581| CO2985 DIVIDE RM 2                          22.212 METERS 13904     |
 NL0581| NL0572 ALTA MUNICIPAL TANK                 APPROX.18.8 KM 1732309.9 |
 NL0581| CO2983 DIVIDE AZ MK 2                                     1794431.3 |
 NL0581| NL0579 AURELIA MUNICIPAL TANK              APPROX.16.8 KM 2113037.5 |
 NL0581| CO2982 DIVIDE AZ MK                                       3065946.5 |
 NL0581|---------------------------------------------------------------------|
 NL0581
 NL0581                          SUPERSEDED SURVEY CONTROL
 NL0581
 NL0581  ELLIP H (08/25/97)  441.88   (m)                       GP(       ) 4 1
 NL0581  NAD 83(1986)-  42 50 32.39274(N)    095 19 44.18301(W) AD(       ) 1
 NL0581  NAD 27      -  42 50 32.46400(N)    095 19 43.19300(W) AD(       ) 1
 NL0581  NGVD 29 (07/19/86)  469.1    (m)         1539.     (f) VERT ANG       
 NL0581
 NL0581.Superseded values are not recommended for survey control.
 NL0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0581.See file dsdata.txt to determine how the superseded data were derived.
 NL0581
 NL0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH0968345937(NAD 83)
 NL0581_MARKER: DS = TRIANGULATION STATION DISK
 NL0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0581_STAMPING: DIVIDE 1940
 NL0581_MARK LOGO: CGS   
 NL0581_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NL0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0581+STABILITY: SURFACE MOTION
 NL0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0581+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1996
 NL0581
 NL0581  HISTORY     - Date     Condition        Report By
 NL0581  HISTORY     - 1940     MONUMENTED       CGS
 NL0581  HISTORY     - 1971     GOOD             NGS
 NL0581  HISTORY     - 19960924 GOOD             IADT
 NL0581  HISTORY     - 20000404 GOOD             AERSVC
 NL0581
 NL0581                          STATION DESCRIPTION
 NL0581
 NL0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0581'STATION DIVIDE IS ABOUT 12 MILES NORTH OF ALTA, 13 MILES
 NL0581'NORTHEAST OF CHEROKEE AND 6 MILES SOUTHWEST OF LINN GROVE,
 NL0581'NEAR THE EAST 1/4 CORNER OF SEC. 28, T 93 N, R 38 W, ON
 NL0581'LAND OWNED BY THE EQUITABLE LIFE INSURANCE CO. OF DES. MOINES.
 NL0581'
 NL0581'TO REACH FROM CHEROKEE GO EAST ON IOWA STATE ROUTE 5 FOR 5.5
 NL0581'MILES TO JUNCTION WITH IOWA STATE ROUTE 221 AND CONTINUE
 NL0581'EAST ON IOWA 221 FOR 6 MILES, TURN LEFT, NORTH, ON COUNTY
 NL0581'ROAD AND GO 6.5 MILES TO STATION ON WEST SIDE OF ROAD.  TO
 NL0581'REACH AZIMUTH MARK FROM STATION GO NORTH ON COUNTY ROAD FOR
 NL0581'0.6 MILE AND TURN LEFT, WEST, ON CROSSROAD, GO 0.8 MILE TO
 NL0581'TOP OF SMALL RISE, FARM ENTRANCE AND AZIMUTH MARK ON RIGHT,
 NL0581'NORTH, SIDE OF ROAD.
 NL0581'
 NL0581'STATION MARK IS ON THE EAST SIDE OF AN OPEN HAY FIELD, 30
 NL0581'FEET WEST OF CENTER LINE OF COUNTY ROAD, 36 FEET SOUTH OF
 NL0581'HIGH POINT OF LAND, 36 FEET SOUTH OF 24-INCH COTTONWOOD
 NL0581'TREE, AND 9 FEET WEST OF RIGHT OF WAY FENCE, IS STAMPED
 NL0581'DIVIDE 1940, AND PROJECTS 4 INCHES.  UNDERGROUND MARK 40
 NL0581'INCHES BENEATH SURFACE.
 NL0581'
 NL0581'R.M. NO. 1 IS ACROSS ROAD FROM STATION, 20 FEET EAST OF
 NL0581'CENTER LINE OF ROAD, 1 FOOT WEST OF RIGHT OF WAY FENCE, SLIGHTLY
 NL0581'HIGHER THAN STATION, IS STAMPED DIVIDE NO. 1 1940, AND
 NL0581'PROJECTS 6 INCHES.
 NL0581'
 NL0581'R.M. NO. 2 IS ACROSS ROAD FROM STATION, 20 FEET EAST OF
 NL0581'CENTER LINE OF ROAD, 8 INCHES WEST OF RIGHT OF WAY FENCE,
 NL0581'LEVEL WITH STATION, IS STAMPED DIVIDE NO. 2 1940, AND PROJECTS
 NL0581'8 INCHES.
 NL0581'
 NL0581'AZIMUTH MARK IS 1.0 MILE NORTHWEST OF STATION, 40 FEET EAST
 NL0581'OF SUMMIT OF ROAD GRADE, 28 FEET NORTH OF CENTER LINE OF
 NL0581'ROAD, 11 FEET EAST OF CENTER LINE OF FIELD ENTRANCE, 6
 NL0581'INCHES SOUTH OF RIGHT OF WAY FENCE, IS STAMPED DIVIDE 1940,
 NL0581'AND PROJECTS 10 INCHES.
 NL0581'
 NL0581'STATION MARK IS 9.5 FEET SOUTH WEST OF WHITE REFERENCE POST.
 NL0581'
 NL0581'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NL0581
 NL0581                          STATION RECOVERY (1971)
 NL0581
 NL0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0581'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 NL0581'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 NL0581'NOT FOUND, SO A NEW AZIMUTH MARK WAS ESTABLISHED.  THE STATION
 NL0581'MARK IS NOW ABOUT 1 FOOT BELOW GROUND.  A DIFFERENCE IN
 NL0581'DIRECTION OF MINUS 10 MINUTES, AND DISTANCE OF MINUS 0.099
 NL0581'METER WAS NOTED TO REFERENCE MARK 1.  A DIFFERENCE IN DIRECTION
 NL0581'OF PLUS 13 MINUTES, AND DISTANCE OF 0.017 METER WAS NOTED
 NL0581'TO REFERENCE MARK 2.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 NL0581'
 NL0581'THE STATION IS LOCATED 12 MILES NORTH OF ALTA, 9 MILES
 NL0581'WEST-NORTHWEST OF REMBRANDT, ON THE HIGHEST HILL IN THE AREA,
 NL0581'ALONG A DIRT ROAD, ON COUNTY RIGHT-OF-WAY, IN THE SOUTHEAST
 NL0581'1/4 OF SECTION 28, T 93 N, R 38 W, 0.25 MILE NORTH OF THE
 NL0581'CHARLES PLAGMAN FARM HOUSE.
 NL0581'
 NL0581'TO REACH THE STATION FROM THE MAIN INTERSECTION IN REMBRANDT,
 NL0581'GO SOUTH ON THE PAVED STREET FOR 0.35 MILE TO ITS JUNCTION
 NL0581'WITH COUNTY ROUTE C 25.  TURN RIGHT AND GO WEST ON ROUTE
 NL0581'C 25 FOR 4.2 MILES TO ITS JUNCTION WITH COUNTY ROUTE M 36.
 NL0581'CONTINUE WEST ON ROUTE C 25 FOR 1.0 MILE TO A CROSSROAD
 NL0581'(PAVED ROAD TURNS SOUTH).  CONTINUE WEST ON ROUTE C 25 (DIRT
 NL0581'ROAD) FOR 3.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 NL0581'ON THE DIRT ROAD FOR 1.0 MILE TO A CROSSROAD AND THE AZIMUTH
 NL0581'MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION.  CONTINUE
 NL0581'NORTH ON THE DIRT ROAD FOR 0.4 MILE TO TOP OF RISE AND
 NL0581'STATION ON THE LEFT IN A DITCH.
 NL0581'
 NL0581'THE STATION MARKS ARE STANDARD DISKS STAMPED DIVIDE 1940.
 NL0581'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 NL0581'MONUMENT WHICH IS 1 FOOT BELOW GROUND.  IT IS 29 FEET WEST
 NL0581'OF THE CENTER OF THE DIRT ROAD, 7.5 FEET EAST OF A METAL
 NL0581'WITNESS POST SET IN A WIRE FENCELINE, 9 FEET NORTHEAST OF
 NL0581'A 4-INCH WOOD FENCEPOST WITH A TRIANGULAR BLAZE, AND ABOUT
 NL0581'4 FEET BELOW ROAD LEVEL.  THE 1940 DATA STATES THAT THE
 NL0581'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NL0581'CONCRETE 40 INCHES BELOW THE SURFACE DISK.
 NL0581'
 NL0581'REFERENCE MARK 1, A STANDARD DISK STAMPED DIVIDE NO 1 1940,
 NL0581'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 NL0581'WHICH IS FLUSH WITH THE GROUND.  IT IS 21 FEET EAST OF THE
 NL0581'CENTER OF THE DIRT ROAD, 10.5 FEET WEST OF A RIGHT-OF-WAY
 NL0581'FENCE, AND ABOUT 4 FEET LOWER THAN ROAD LEVEL.
 NL0581'
 NL0581'REFERENCE MARK 2, A STANDARD DISK STAMPED DIVIDE NO 2 1940,
 NL0581'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 NL0581'WHICH IS FLUSH WITH THE GROUND.  IT IS 22 FEET EAST OF THE
 NL0581'CENTER OF THE DIRT ROAD, 9.5 FEET WEST OF THE RIGHT-OF-WAY
 NL0581'FENCE, AND ABOUT 4 FEET LOWER THAN ROAD LEVEL.
 NL0581'
 NL0581'THE AZIMUTH MARK, A STANDARD DISK STAMPED DIVIDE 1940 NO
 NL0581'2 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NL0581'MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 35
 NL0581'FEET NORTH OF THE CENTER OF A DIRT ROAD, 32 FEET EAST OF
 NL0581'THE CENTER OF A DIRT ROAD, 2.0 FEET NORTHEAST OF A METAL
 NL0581'WITNESS POST, AND 1.5 FEET WEST OF A RIGHT-OF-WAY FENCE
 NL0581'CORNER.
 NL0581'
 NL0581'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 METERS.
 NL0581'
 NL0581'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 NL0581'SOUTHWEST OF LINN GROVE
 NL0581
 NL0581                          STATION RECOVERY (1996)
 NL0581
 NL0581'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 NL0581'RECOVERED IN 1996 BY IOWA DOT.  LOCATED IN THE SOUTHEAST 1/4 OF
 NL0581'SECTION 28, T 93 N, R 38 W, 8 MI (12.9 KM) WEST-NORTHWEST OF
 NL0581'REMBRANDT, AND 6 MI (9.7 KM) SOUTHWEST OF LINN GROVE.  TO REACH THE
 NL0581'STATION FROM THE JUNCTION OF COUNTY ROADS C 16 AND M 36, 2.5 MI (4.0
 NL0581'KM) SOUTH OF LINN GROVE, GO WEST ON C 16 FOR 4 MI (6.4 KM) TO A GRAVEL
 NL0581'ROAD SOUTH (40TH AVE.) .  TURN LEFT AND GO SOUTH ON 40TH AVE. FOR 0.67
 NL0581'MI (1.08 KM) TO THE STATION ON THE RIGHT AND A TOWER ON THE LEFT, BOTH
 NL0581'ON TOP OF A RIDGE.  THE STATION IS IN THE WEST COUNTY R.O.W.
 NL0581'SIDEDITCH, 0.7 FT (21.3 CM) BELOW GROUND SURFACE.  AN IRON PIN WAS SET
 NL0581'ON THE NORTHEAST EDGE OF THE CONC.  MONUMENT TO AID IN SEARCHING WITH
 NL0581'A MAGNETIC LOCATOR.  A PINK STATE HARN SURVEY SIGN WAS SET 2.0 M (6.6
 NL0581'FT) WEST OF THE MONUMENT, AND AN ORANGE WITNESS POST WAS FOUND 0.4 M
 NL0581'(1.3 FT) WEST OF THE MONUMENT.---NOTE THAT COUNTY ROADS LEADING TO THE
 NL0581'STATION FROM THE SOUTH ARE MARKED -CLOSED IN SNOW SEASON-.
 NL0581
 NL0581                          STATION RECOVERY (2000)
 NL0581
 NL0581'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0581'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0807 ***********************************************************************
 OP0807  DESIGNATION -  DOC
 OP0807  PID         -  OP0807
 OP0807  STATE/COUNTY-  IA/DICKINSON
 OP0807  USGS QUAD   -  LAKE PARK SE (1970)
 OP0807
 OP0807                         *CURRENT SURVEY CONTROL
 OP0807  ___________________________________________________________________
 OP0807* NAD 83(1996)-  43 20 32.97083(N)    095 17 25.78604(W)     ADJUSTED  
 OP0807* NAVD 88     -       464.7    (meters)    1525.     (feet)  VERTCON   
 OP0807  ___________________________________________________________________
 OP0807  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 OP0807  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 OP0807
 OP0807  HORZ ORDER  -  SECOND
 OP0807
 OP0807.The horizontal coordinates were established by classical geodetic methods
 OP0807.and adjusted by the National Geodetic Survey in May 1999..
 OP0807
 OP0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0807
 OP0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0807
 OP0807.The geoid height was determined by GEOID03.
 OP0807
 OP0807;                    North         East     Units Scale Factor Converg.
 OP0807;SPC IA N     - 1,206,203.624 1,354,823.452   MT  1.00001474   -1 12 48.6
 OP0807;UTM  15      - 4,801,396.845   314,342.782   MT  1.00002402   -1 34 21.2
 OP0807
 OP0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0807!SPC IA N     -   0.99993150  x   1.00001474  =   0.99994624
 OP0807!UTM  15      -   0.99993150  x   1.00002402  =   0.99995552
 OP0807
 OP0807|---------------------------------------------------------------------|
 OP0807| PID    Reference Object                     Distance      Geod. Az  |
 OP0807|                                                           dddmmss.s |
 OP0807| CO2990 DOC RM 1                              6.984 METERS 08941     |
 OP0807| CO2989 DOC AZ MK                                          2680523.2 |
 OP0807| CO2991 DOC RM 2                              5.180 METERS 27039     |
 OP0807|---------------------------------------------------------------------|
 OP0807
 OP0807                          SUPERSEDED SURVEY CONTROL
 OP0807
 OP0807  NAD 83(1996)-  43 20 32.97083(N)    095 17 25.78604(W) AD(       ) 2
 OP0807  NAD 83(1986)-  43 20 32.96699(N)    095 17 25.77705(W) AD(       ) 2
 OP0807  NAD 27      -  43 20 33.08339(N)    095 17 24.77560(W) AD(       ) 2
 OP0807  NGVD 29 (07/19/86)  464.5    (m)         1524.     (f) VERT ANG       
 OP0807
 OP0807.Superseded values are not recommended for survey control.
 OP0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0807.See file dsdata.txt to determine how the superseded data were derived.
 OP0807
 OP0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1434301397(NAD 83)
 OP0807_MARKER: DS = TRIANGULATION STATION DISK
 OP0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0807_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0807+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 OP0807
 OP0807  HISTORY     - Date     Condition        Report By
 OP0807  HISTORY     - 1971     MONUMENTED       NGS
 OP0807  HISTORY     - 20031105 GOOD             JCLS
 OP0807  HISTORY     - 20051116 POOR             DUCKS
 OP0807
 OP0807                          STATION DESCRIPTION
 OP0807
 OP0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0807'THE STATION IS LOCATED 7 MILES WEST OF MILFORD, 3 MILES SOUTHEAST
 OP0807'OF STONEY LAKE, ON COUNTY RIGHT-OF-WAY, IN THE SOUTHEAST
 OP0807'CORNER OF SECTION 35, T 99 N, R 38 W.
 OP0807'
 OP0807'TO REACH THE STATION FROM THE MILFORD POST OFFICE, GO EAST
 OP0807'ON 9TH STREET FOR 1 BLOCK TO A CROSS-STREET.  TURN LEFT AND
 OP0807'GO NORTH ON U.S. HIGHWAY 71 FOR 0.3 MILE TO A CROSS-STREET.
 OP0807'TURN LEFT AND GO WEST ON 13TH STREET AND COUNTY ROUTE A 34
 OP0807'FOR 7.0 MILES TO A DIRT CROSSROAD.  TURN RIGHT AND GO NORTH
 OP0807'ON COUNTY ROUTE M 34 FOR 1.0 MILE TO A DIRT CROSSROAD.  TURN
 OP0807'LEFT AND GO 0.05 MILE TO THE STATION ON THE RIGHT.
 OP0807'
 OP0807'THE STATION MARKS ARE STANDARD DISKS STAMPED DOC 1971.  THE
 OP0807'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP0807'MONUMENT WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 65 FEET
 OP0807'EAST OF POWER LINE POLE 215, 35 FEET NORTH OF THE CENTER OF
 OP0807'THE ROAD, AND 1.5 FEET SOUTH OF A FENCE.  THE UNDERGROUND
 OP0807'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT
 OP0807'42 INCHES BELOW THE SURFACE.
 OP0807'
 OP0807'REFERENCE MARK 1, A STANDARD DISK STAMPED DOC NO 1 1971,
 OP0807'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0807'WHICH IS FLUSH WITH THE GROUND.  IT IS 88 FEET EAST OF THE
 OP0807'POWER LINE POLE, 35 FEET NORTH OF THE CENTER OF THE ROAD,
 OP0807'AND 1 FOOT SOUTH OF THE FENCE.
 OP0807'
 OP0807'REFERENCE MARK 2, A STANDARD DISK STAMPED DOC NO 2 1971,
 OP0807'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0807'WHICH IS FLUSH WITH THE GROUND.  IT IS 48 FEET EAST OF THE
 OP0807'POWER LINE POLE, 35 FEET NORTH OF THE CENTER OF THE ROAD,
 OP0807'AND 1 FOOT SOUTH OF THE FENCE.
 OP0807'
 OP0807'THE AZIMUTH MARK, A STANDARD DISK STAMPED DOC 1971, IS SET IN
 OP0807'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OP0807'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 32 FEET SOUTH OF THE
 OP0807'CENTER OF THE DIRT ROAD, 10 FEET EAST OF THE CENTER OF A
 OP0807'FIELD ENTRANCE, 2.5 FEET NORTHEAST OF A GATE POST, AND 1.5
 OP0807'FEET NORTH OF A FENCE.
 OP0807'
 OP0807'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 OP0807'DIRT ROAD FOR 0.45 MILE TO A FIELD ENTRANCE LEFT AND THE
 OP0807'AZIMUTH MARK AS DESCRIBED.
 OP0807'
 OP0807'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 OP0807
 OP0807                          STATION RECOVERY (2003)
 OP0807
 OP0807'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 OP0807'STATION IS NOW LOCATED DIRECTLY BENEATH A SMALL TRANSMISSION LINE.
 OP0807
 OP0807                          STATION RECOVERY (2005)
 OP0807
 OP0807'RECOVERY NOTE BY DUCKS UNLIMITED 2005 (GLJ)
 OP0807'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0767 ***********************************************************************
 NL0767  DESIGNATION -  DODGE
 NL0767  PID         -  NL0767
 NL0767  STATE/COUNTY-  IA/WEBSTER
 NL0767  USGS QUAD   -  FORT DODGE SOUTH (1965)
 NL0767
 NL0767                         *CURRENT SURVEY CONTROL
 NL0767  ___________________________________________________________________
 NL0767* NAD 83(1996)-  42 29 36.80388(N)    094 10 37.80709(W)     ADJUSTED  
 NL0767* NAVD 88     -       339.     (meters)    1112.     (feet)  SCALED    
 NL0767  ___________________________________________________________________
 NL0767  LAPLACE CORR-          10.14  (seconds)                    DEFLEC99
 NL0767  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 NL0767
 NL0767  HORZ ORDER  -  SECOND
 NL0767
 NL0767.The horizontal coordinates were established by classical geodetic methods
 NL0767.and adjusted by the National Geodetic Survey in May 1999..
 NL0767
 NL0767.The orthometric height was scaled from a topographic map.
 NL0767
 NL0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0767
 NL0767.The geoid height was determined by GEOID03.
 NL0767
 NL0767;                    North         East     Units Scale Factor Converg.
 NL0767;SPC IA N     - 1,110,583.326 1,444,335.073   MT  0.99994996   -0 27 32.2
 NL0767;UTM  15      - 4,705,248.934   403,266.068   MT  0.99971513   -0 47 42.9
 NL0767
 NL0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0767!SPC IA N     -   0.99995122  x   0.99994996  =   0.99990118
 NL0767!UTM  15      -   0.99995122  x   0.99971513  =   0.99966636
 NL0767
 NL0767|---------------------------------------------------------------------|
 NL0767| PID    Reference Object                     Distance      Geod. Az  |
 NL0767|                                                           dddmmss.s |
 NL0767| CI6212 DODGE RM 1                           28.639 METERS 10046     |
 NL0767| NL0769 FORT DODGE US GYPSUM CO TANK        APPROX. 3.1 KM 1105244.1 |
 NL0767| NL0768 FORT DODGE SOY BEAN MILL STK        APPROX. 3.7 KM 1312236.7 |
 NL0767| CI6213 DODGE RM 2                           29.471 METERS 18940     |
 NL0767| CI6155 COUNTY FARM WATER TANK                             2222403.0 |
 NL0767| CI6211 DODGE AZ MK                                        2462518.9 |
 NL0767| NL0727 FORT DODGE C CHRISTI CATH CH        APPROX. 1.9 KM 3305134.5 |
 NL0767| NL0728 FORT DODGE BOOSTER TANK             APPROX. 1.4 KM 3391653.9 |
 NL0767| NL0725 FORT DODGE LUTH CH SPIRE            APPROX. 1.0 KM 3400403.8 |
 NL0767|---------------------------------------------------------------------|
 NL0767
 NL0767                          SUPERSEDED SURVEY CONTROL
 NL0767
 NL0767  NAD 83(1996)-  42 29 36.80025(N)    094 10 37.80729(W) AD(       ) 2
 NL0767  NAD 83(1986)-  42 29 36.79518(N)    094 10 37.79826(W) AD(       ) 2
 NL0767  NAD 27      -  42 29 36.91300(N)    094 10 36.93700(W) AD(       ) 2
 NL0767
 NL0767.Superseded values are not recommended for survey control.
 NL0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0767.See file dsdata.txt to determine how the superseded data were derived.
 NL0767
 NL0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0326605249(NAD 83)
 NL0767_MARKER: DS = TRIANGULATION STATION DISK
 NL0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0767
 NL0767  HISTORY     - Date     Condition        Report By
 NL0767  HISTORY     - 1938     MONUMENTED       CGS
 NL0767  HISTORY     - 1953     GOOD             CGS
 NL0767  HISTORY     - 1963     GOOD             CGS
 NL0767  HISTORY     - 1964     GOOD             USGS
 NL0767
 NL0767                          STATION DESCRIPTION
 NL0767
 NL0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0767'STATION IS IN THE CITY OF FORT DODGE NEAR THE CENTER OF SEC. 29,
 NL0767'T 89 N, R 28 W, ON LAND OWNED BY THE CITY AND OCCUPIED BY
 NL0767'OLESONS PARK, IN THE NW CORNER OF THE PARK, ON THE SE CORNER
 NL0767'OF THE INTERSECTION OF THE GREAT WESTERN RAILROAD AND 15TH
 NL0767'STREET, 85 FEET E OF THE CENTER OF 15TH STREET, AND ABOUT 105
 NL0767'FEET S OF THE BANK ON THE S SIDE OF THE RAILROAD TRACKS.
 NL0767'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND 169, AT E
 NL0767'END OF BRIDGE, GO E ON U.S. HIGHWAY 20 FOR 0.9 MILE TO CROSS
 NL0767'STREET, 15TH STREET AND STORE ON NE CORNER, TURN RIGHT S ON
 NL0767'15TH STREET AND GO 0.55 MILE TO RAILROAD CROSSING AND STATION
 NL0767'ON FAR SIDE OF TRACKS ON THE BANK ON S SIDE OF STREET.
 NL0767'
 NL0767'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NL0767'BRONZE DISKS SET IN CONCRETE.
 NL0767'
 NL0767'REFERENCE MARK NO. 1 IS 93.96 FEET SXW OF STATION, PROJECTS
 NL0767'8 INCHES, STAMPED DODGE NO. 1 1938.  REFERENCE MARK NO. 2
 NL0767'IS 96.69 FEET WNW OF STATION, PROJECTS 8 INCHES, STAMPED
 NL0767'DODGE NO. 2 1938.
 NL0767'
 NL0767'AZIMUTH MARK IS ABOUT 1 MILE W OF STATION ON OPPOSITE SIDE OF
 NL0767'RIVER, ON U.S. HIGHWAY 20, ABOUT 0.9 MILE W OF THE INTERSECTION
 NL0767'OF IOWA ROUTE 5 AND U.S. HIGHWAY 20 ON E SIDE OF BRIDGE.  THE
 NL0767'AZIMUTH IS NEAR THE TOP OF THE HILL AND END OF THE CURVE, 90
 NL0767'FEET S OF THE PAVEMENT AND 100 FEET N OF THE RAILROAD TRACKS,
 NL0767'IN A FENCE LINE, 33 FEET N OF THE S FENCE CORNER.  A WOODEN
 NL0767'OVERPASS CROSSES THE RAILROAD TRACKS ABOUT 500 FEET W.  THE
 NL0767'TALL TANK AT THE COUNTY FARM IS VISIBLE FROM THE GROUND AT
 NL0767'THE STATION AND CAN ALSO BE USED AS AN AZIMUTH.
 NL0767'
 NL0767'A 90-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT TRIANGULATION
 NL0767'STATION CLARE.  A 64-FOOT TOWER WILL SEE STATIONS INDUSTRY
 NL0767'AND U.S.G.S. PT. 5.
 NL0767'
 NL0767'HEIGHT OF LIGHT ABOVE STATION MARK - 32 METERS.
 NL0767
 NL0767                          STATION RECOVERY (1953)
 NL0767
 NL0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (QJW)
 NL0767'DESCRIPTION ADEQUATE.  HAVE BEEN UNABLE TO LOCATE AZIMUTH MARK,
 NL0767'BUT WILL MAKE FURTHER SEARCH AND WILL INFORM YOU OF RESULTS.
 NL0767
 NL0767                          STATION RECOVERY (1963)
 NL0767
 NL0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 NL0767'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 NL0767'AZIMUTH MARK WAS NOT SEARCHED FOR.  STATION IS 2 INCHES BELOW
 NL0767'THE SURFACE OF THE GROUND.  R.M. 1 IS S.E. OF THE STATION.
 NL0767'R.M. 2 IS S.W. OF THE STATION.
 NL0767
 NL0767                          STATION RECOVERY (1964)
 NL0767
 NL0767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NL0767'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0677 ***********************************************************************
 MH0677  DESIGNATION -  DODGE
 MH0677  PID         -  MH0677
 MH0677  STATE/COUNTY-  IA/POLK
 MH0677  USGS QUAD   -  DES MOINES NW (1976)
 MH0677
 MH0677                         *CURRENT SURVEY CONTROL
 MH0677  ___________________________________________________________________
 MH0677* NAD 83(1996)-  41 42 10.84575(N)    093 42 24.66182(W)     ADJUSTED  
 MH0677* NAVD 88     -       307.27   (+/-2cm)    1008.1    (feet)  VERTCON   
 MH0677  ___________________________________________________________________
 MH0677  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 MH0677  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 MH0677
 MH0677  HORZ ORDER  -  FIRST
 MH0677  VERT ORDER  -  THIRD ? (See Below)
 MH0677
 MH0677.The horizontal coordinates were established by classical geodetic methods
 MH0677.and adjusted by the National Geodetic Survey in May 1999..
 MH0677
 MH0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0677.The vertical order pertains to the NGVD 29 superseded value.
 MH0677
 MH0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0677
 MH0677.The geoid height was determined by GEOID03.
 MH0677
 MH0677;                    North         East     Units Scale Factor Converg.
 MH0677;SPC IA S     -   189,142.453   482,783.067   MT  0.99998673   -0 08 10.5
 MH0677;SPC IA N     - 1,022,571.431 1,482,781.361   MT  1.00008586   -0 08 24.7
 MH0677;UTM  15      - 4,617,044.270   441,188.739   MT  0.99964256   -0 28 12.9
 MH0677
 MH0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0677!SPC IA S     -   0.99995666  x   0.99998673  =   0.99994339
 MH0677!SPC IA N     -   0.99995666  x   1.00008586  =   1.00004251
 MH0677!UTM  15      -   0.99995666  x   0.99964256  =   0.99959923
 MH0677
 MH0677:                Primary Azimuth Mark                     Grid Az
 MH0677:SPC IA S     -  SLATER MUNICIPAL TANK                    006 15 38.4
 MH0677:SPC IA N     -  SLATER MUNICIPAL TANK                    006 15 52.6
 MH0677:UTM  15      -  SLATER MUNICIPAL TANK                    006 35 40.8
 MH0677
 MH0677|---------------------------------------------------------------------|
 MH0677| PID    Reference Object                     Distance      Geod. Az  |
 MH0677|                                                           dddmmss.s |
 MH0677| MH0666 SLATER MUNICIPAL TANK               APPROX.20.1 KM 0060727.9 |
 MH0677| MH0674 ANKENY MUNICIPAL TANK               APPROX. 8.6 KM 0701345.1 |
 MH0677| MH0675 POLK CO FARM WATER TANK             APPROX. 9.9 KM 1140805.8 |
 MH0677| MH0676 DES MOINES CAPITOL BLDG DOME        APPROX.15.1 KM 1451847.0 |
 MH0677| CL8396 DODGE RM 3                           25.538 METERS 15902     |
 MH0677| CL8394 DODGE RM 1                           21.290 METERS 18704     |
 MH0677| CL8395 DODGE RM 2                           29.328 METERS 26539     |
 MH0677| MH0695 WOODWARD MUNICIPAL TANK             APPROX.24.8 KM 3140150.4 |
 MH0677| MH0692 WOODWARD ST EPILEPTIC FARM STK      APPROX.25.4 KM 3180839.6 |
 MH0677| MH0694 WOODWARD ST EPILEPTIC FARM TK       APPROX.25.4 KM 3181356.9 |
 MH0677| CL8393 DODGE AZ MK                                        32251     |
 MH0677| MH0690 MADRID MUNICIPAL TANK               APPROX.21.3 KM 3332410.9 |
 MH0677|---------------------------------------------------------------------|
 MH0677
 MH0677                          SUPERSEDED SURVEY CONTROL
 MH0677
 MH0677  NAD 83(1986)-  41 42 10.84562(N)    093 42 24.66480(W) AD(       ) 1
 MH0677  NAD 27      -  41 42 10.88900(N)    093 42 23.86600(W) AD(       ) 1
 MH0677  NGVD 29 (07/19/86)  307.23   (m)         1008.0    (f) LEVELING    3  
 MH0677
 MH0677.Superseded values are not recommended for survey control.
 MH0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0677.See file dsdata.txt to determine how the superseded data were derived.
 MH0677
 MH0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG4118917044(NAD 83)
 MH0677_MARKER: DS = TRIANGULATION STATION DISK
 MH0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0677
 MH0677  HISTORY     - Date     Condition        Report By
 MH0677  HISTORY     - 1930     MONUMENTED       CGS
 MH0677  HISTORY     - 1968     GOOD             CGS
 MH0677  HISTORY     - 1969     GOOD             CGS
 MH0677  HISTORY     - 1975     GOOD             NGS
 MH0677  HISTORY     - 19950804 GOOD             USPSQD
 MH0677
 MH0677                          STATION DESCRIPTION
 MH0677
 MH0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0677'STATION IS ABOUT 8 MILES NW OF DES MOINES ON THE SUMMIT OF A
 MH0677'PROMINENT HILL NEAR THE CAMP DODGE MILITARY RESERVATION.  THE
 MH0677'STATION IS IN THE NE CORNER FORMED BY HIGHWAY 89 AND THE RIFLE
 MH0677'RANGE ROAD WHICH FORKS TO THE E.  A LARGE COVERED CONCRETE
 MH0677'RESERVOIR, CONICALLY SHAPED, OCCUPIES THE SE CORNER.  THE
 MH0677'LAND THE STATION IS ON IS PARTLY WOODED AND AT PRESENT IS USED
 MH0677'FOR PASTURE.  ITS OWNERSHIP IS NOW IN DISPUTE.  THE MARK IS
 MH0677'FLUSH AND IS LOCATED 18.0 METERS E OF THE CENTER LINE OF THE
 MH0677'HIGHWAY, 13.6 METERS N OF THE RANGE ROAD, 7.5 METERS E OF A
 MH0677'FENCE, AND 7.0 METERS N OF A FENCE.
 MH0677'
 MH0677'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MH0677'DISKS SET IN CONCRETE.
 MH0677'
 MH0677'REFERENCE MARK NO. 1, A FLUSH MARK, IS IN THE SE CORNER OF
 MH0677'THE FORKS, 10.5 METERS E OF THE HIGHWAY, 7.8 METERS S OF THE
 MH0677'ROAD, AND 1.1 METERS SE OF A FENCE CORNER.
 MH0677'
 MH0677'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MH0677
 MH0677                          STATION RECOVERY (1968)
 MH0677
 MH0677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (AS)
 MH0677'DODGE-STATION AND R.M. 2 RECOVERED.  R.M. 1 LOST NEW DESCRIPTION--
 MH0677'STATION IS IN LAWN OF MR. K. HUGHES 60.7 FT E OF CENTERLINE
 MH0677'HWY. 401 (NW BEAVER RD.) (FORMERLY HWY. 89).  45 FT N OF
 MH0677'CENTERLINE NW 78TH AVE (FORMERLY RIFLE RANGE ROAD).  43.45 FT SW
 MH0677'OF SW CORNER OF HOUSE.  PROJECTS 4 IN.
 MH0677'
 MH0677'R.M. 2 IS 4 FT WEST OF A FENCE ON WEST SIDE OF HWY. 401 LINE
 MH0677'OF SIGHT TO ANKENY WATER TANK IS NOW BLOCKED BY A GARAGE.
 MH0677'LINE OF SIGHT TO POLK CO. FARM WATER TANK IS VISIBLE THRU TREES
 MH0677'IN WINTER ONLY.  A WATER TANK AT GRIMES, ABOUT 4 MILES WEST, IS
 MH0677'VERY PROMINENT, AND ANGLES WERE TURNED (WITH A T2) FROM POLK
 MH0677'CO. FARM TANK TO GRIMES TANK.  ANGLE = 143-04-41 (PLUS OR MINUS
 MH0677'5 IN).
 MH0677
 MH0677                          STATION RECOVERY (1969)
 MH0677
 MH0677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MH0677'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 MH0677'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS DESTROYED
 MH0677'BY ROAD CONSTRUCTION.  THE DISTANCE TO REFERENCE MARK NO. 2
 MH0677'MISSED BY 0.02 METER BUT THE DIRECTION TO THE MARK CHECKED.
 MH0677'
 MH0677'REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE SET.  ANGLE
 MH0677'FROM THE POLK CO. FARM TANK 1930 TO GRIMES MUN. WATER TANK WAS
 MH0677'TURNED WITH A T-2 BY MR. A SCHMIDT, 218 N. ELMHURST AVENUE, MT.
 MH0677'PROSPECT, ILLINOIS, ANGLE BEING 143 DEG 04 MIN 41.0 SEC.  NO OLD
 MH0677'INTERSECTION STATIONS ARE VISIBLE UNLESS TREES ARE BARREN.
 MH0677'
 MH0677'FOLLOWING IS A NEW DESCRIPTION.
 MH0677'
 MH0677'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44
 MH0677'AND 141 WHICH IS BOUT 1 MILE WEST OF GRIMES, GO EAST ON 70TH
 MH0677'AVENUE FOR 5.0 MILES TO AN OVERPASS.  TURN RIGHT AND THEN LEFT
 MH0677'UNDER THE OVERPASS AND GO NORTHEAST ON A SURFACED ROAD FOR 0.2
 MH0677'MILES TO STATE ROAD 401.  TURN LEFT AND GO NORTHWEST ON STATE
 MH0677'ROAD 401 FOR 1.05 MILES TO A SIDE ROAD ON THE RIGHT, LARGE
 MH0677'CONCRETE RESERVOIR IN THE SOUTHEAST ANGLE AND THE STATION IN
 MH0677'THE YARD IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 MH0677'(CONTINUE NORTH ON BEAVER DRIVE FOR 0.3 MILE TO A HOUSE ON THE
 MH0677'RIGHT AND THE AZIMUTH MARK ON THE LEFT.)
 MH0677'
 MH0677'STATION MARK, A STANDARD DISK STAMPED DODGE 1930, IS SET IN
 MH0677'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MH0677'IT IS 60 FEET EAST OF THE CENTER OF NW BEAVER DRIVE, 47 FEET
 MH0677'NORTH OF THE CENTER OF NW 78TH AVENUE, 45 FEET WEST OF THE
 MH0677'CENTER OF A DRIVEWAY, AND 45 FEET SOUTHWEST OF THE SOUTHWEST
 MH0677'CORNER OF A CONCRETE PORCH AT SOUTH SIDE OF A HOUSE.  THE
 MH0677'UNDERGROUND MARK WAS NOT INSPECTED.
 MH0677'
 MH0677'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DODGE NO. 2 1930,
 MH0677'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 MH0677'WITH THE SURFACE OF THE GROUND.  IT IS 35 FEET WEST OF THE
 MH0677'CENTER OF BEAVER DRIVE, 29 FEET NORTH-NORTHWEST OF NORTH GATE
 MH0677'POST AT ENTRANCE LEADING TO A SWIMMING POOL, AND 4 FEET EAST
 MH0677'OF A FENCE.
 MH0677'
 MH0677'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DODGE 1930 NO. 3
 MH0677'1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MH0677'4 INCHES.  IT IS 74 FEET EAST OF THE CENTER OF BEAVER DRIVE,
 MH0677'39 FEET EAST OF A CORNER FENCE POST, 35 FEET SOUTH OF THE
 MH0677'CENTER OF NW 78TH STREET, AND 1 FOOT NORTH OF A FENCE.
 MH0677'
 MH0677'AZIMUTH MARK, A STANDARD DISK STAMPED DODGE 1930 1969, IS SET
 MH0677'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 MH0677'IT IS 45 FEET WEST OF THE CENTER OF HIGHWAY, 26 FEET SOUTH OF
 MH0677'THE CENTER OF A METAL GATE AND HIGHWAY APPROACH, 15 FEET SOUTH OF
 MH0677'A POWERLINE POLE WITH A TRANSFORMER, 5 FEET EAST OF A FENCE,
 MH0677'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 MH0677'
 MH0677'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 MH0677'NORTHWEST OF DES MOINES
 MH0677
 MH0677                          STATION RECOVERY (1975)
 MH0677
 MH0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 MH0677'THE STATION MARK, AZIMUTH MARK 1969, AND REFERENCE MARK 3 WERE
 MH0677'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MH0677'
 MH0677'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 MH0677'NORTHWEST OF DES MOINES.
 MH0677
 MH0677                          STATION RECOVERY (1995)
 MH0677
 MH0677'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2533 ***********************************************************************
 AI2533  DESIGNATION -  DOESCHER AZ MK 2
 AI2533  PID         -  AI2533
 AI2533  STATE/COUNTY-  IA/CERRO GORDO
 AI2533  USGS QUAD   -  CLEAR LAKE EAST (1972)
 AI2533
 AI2533                         *CURRENT SURVEY CONTROL
 AI2533  ___________________________________________________________________
 AI2533* NAD 83(1996)-  43 10 37.40781(N)    093 17 59.72509(W)     ADJUSTED  
 AI2533* NAVD 88     -       360.1    (meters)    1181.     (feet)  VERTCON   
 AI2533  ___________________________________________________________________
 AI2533  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 AI2533  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AI2533
 AI2533  HORZ ORDER  -  THIRD
 AI2533
 AI2533.The horizontal coordinates were established by classical geodetic methods
 AI2533.and adjusted by the National Geodetic Survey in January 2003..
 AI2533
 AI2533.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI2533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI2533
 AI2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2533
 AI2533.The geoid height was determined by GEOID03.
 AI2533
 AI2533;                    North         East     Units Scale Factor Converg.
 AI2533;SPC IA N     - 1,186,306.073 1,516,267.236   MT  0.99998486   +0 08 08.2
 AI2533;UTM  15      - 4,780,520.716   475,624.023   MT  0.99960731   -0 12 18.8
 AI2533
 AI2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2533!SPC IA N     -   0.99994798  x   0.99998486  =   0.99993284
 AI2533!UTM  15      -   0.99994798  x   0.99960731  =   0.99955531
 AI2533
 AI2533                          SUPERSEDED SURVEY CONTROL
 AI2533
 AI2533  NGVD 29 (01/21/03)  360.1    (m)         1181.     (f) VERT ANG       
 AI2533
 AI2533.Superseded values are not recommended for survey control.
 AI2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2533.See file dsdata.txt to determine how the superseded data were derived.
 AI2533
 AI2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH7562480521(NAD 83)
 AI2533_MARKER: DZ = AZIMUTH MARK DISK
 AI2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2533_STAMPING: DOESCHER 1926 NO 2 1981
 AI2533_MARK LOGO: NGS   
 AI2533_PROJECTION: PROJECTING 8 CENTIMETERS
 AI2533_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2533+STABILITY: SURFACE MOTION
 AI2533
 AI2533  HISTORY     - Date     Condition        Report By
 AI2533  HISTORY     - 1980     MONUMENTED       NGS
 AI2533
 AI2533                          STATION DESCRIPTION
 AI2533
 AI2533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AI2533'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF CLEAR LAKE, 2 MILES (3.2
 AI2533'KM) NORTH OF U.S HIGHWAY 18, 2 MILES (3.2 KM) WEST OF INTERSTATE
 AI2533'HIGHWAY 35 AND ON COUNTY ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM
 AI2533'THE JUNCTION OF U.S HIGHWAY 18 AND INTERSTATE HIGHWAY 35, 1 MILE (1.6
 AI2533'KM) EAST OF CLEAR LAKE, GO EAST ON HIGHWAY 18 FOR 1.8 MILES (2.9 KM)
 AI2533'TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON THE
 AI2533'GRAVELED ROAD FOR 2.0 MILES (3.2 KM) TO A CROSSROAD AND THE MARK IN
 AI2533'THE NORTHEAST ANGLE.  REBAR WAS PLACED ADJACENT TO THE MARK.  IT IS A
 AI2533'STANDARD DISK, STAMPED---DOESCHER 1926 NO 2 1981---, SET IN A ROUND
 AI2533'CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 59 FT (18.0 M) EAST OF
 AI2533'THE CENTERLINE OF THE ROAD, 45 FT (13.7 M) NORTH OF THE CENTERLINE OF
 AI2533'THE OTHER ROAD, 2.0 FT (0.6 M) SOUTH-SOUTHEAST OF A POWERLINE POLE,
 AI2533'1.8 FT (0.5 M) NORTH OF A WITNESS POST AND 1.9 FT (0.6 M)
 AI2533'NORTH-NORTHWEST OF A FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1161 ***********************************************************************
 OO1161  DESIGNATION -  DOESCHER RESET
 OO1161  PID         -  OO1161
 OO1161  STATE/COUNTY-  IA/CERRO GORDO
 OO1161  USGS QUAD   -  CLEAR LAKE EAST (1972)
 OO1161
 OO1161                         *CURRENT SURVEY CONTROL
 OO1161  ___________________________________________________________________
 OO1161* NAD 83(1996)-  43 10 35.99661(N)    093 18 20.49610(W)     ADJUSTED  
 OO1161* NAVD 88     -       369.8    (meters)    1213.     (feet)  VERTCON   
 OO1161  ___________________________________________________________________
 OO1161  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 OO1161  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 OO1161
 OO1161  HORZ ORDER  -  FIRST
 OO1161
 OO1161.The horizontal coordinates were established by classical geodetic methods
 OO1161.and adjusted by the National Geodetic Survey in May 1999..
 OO1161
 OO1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1161
 OO1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1161
 OO1161.The geoid height was determined by GEOID03.
 OO1161
 OO1161;                    North         East     Units Scale Factor Converg.
 OO1161;SPC IA N     - 1,186,261.430 1,515,798.229   MT  0.99998480   +0 07 54.1
 OO1161;UTM  15      - 4,780,478.880   475,154.935   MT  0.99960759   -0 12 33.0
 OO1161
 OO1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1161!SPC IA N     -   0.99994646  x   0.99998480  =   0.99993126
 OO1161!UTM  15      -   0.99994646  x   0.99960759  =   0.99955407
 OO1161
 OO1161|---------------------------------------------------------------------|
 OO1161| PID    Reference Object                     Distance      Geod. Az  |
 OO1161|                                                           dddmmss.s |
 OO1161| DF6645 DOESCHER RM 1                        21.435 METERS 00114     |
 OO1161| OO1130 MANLEY ROUND HOUSE CHIMNEY          APPROX.15.6 KM 0311810.4 |
 OO1161| OO1129 MANLEY STANDPIPE                    APPROX.14.8 KM 0335013.2 |
 OO1161| OO1135 MANLY MUN TANK                      APPROX.14.8 KM 0335019.7 |
 OO1161| AI2488 DOESCHER RM 4                        35.842 METERS 05754     |
 OO1161| AI2490 DOESCHER RM 6                        30.559 METERS 06223     |
 OO1161| OO1153 MASON CITY AMER SUGAR BEET CHY      APPROX. 7.7 KM 0784850.6 |
 OO1161| AI2533 DOESCHER AZ MK 2                    471.134 METERS 0844139.4 |
 OO1161| OO1151 MASON CITY LEHIGH CEM CO CHIM       APPROX. 7.5 KM 0880946.7 |
 OO1161| OO1149 MASON CITY MBA BLDG FLAGPOLE        APPROX. 9.1 KM 1074439.3 |
 OO1161| OO1152 MASON CITY GAS AND LT CO CHIM       APPROX. 9.1 KM 1102736.5 |
 OO1161| OO1156 MASON CITY W MUN TANK               APPROX. 9.8 KM 1203416.4 |
 OO1161| OO1150 NATIONAL CLAY PRODUCT CO TANK       APPROX. 7.0 KM 1211757.0 |
 OO1161| AI2491 DOESCHER AZ MK                                     1555328.8 |
 OO1161| OO1160 CERRO GORDO CO FARM WATER TANK      APPROX. 3.8 KM 1562636.6 |
 OO1161| OO1170 CLEAR LAKE S MUN TANK               APPROX. 9.7 KM 2244604.8 |
 OO1161| OO1174 CLEAR LAKE FARMERS COOP FLAG        APPROX. 7.5 KM 2334320.0 |
 OO1161| OO1172 CLEAR LAKE STANDPIPE                APPROX. 7.8 KM 2341835.5 |
 OO1161| DF6646 DOESCHER RM 2                        60.100 METERS 27830     |
 OO1161| AI2487 DOESCHER RM 3                        30.776 METERS 30830     |
 OO1161| AI2489 DOESCHER RM 5                        21.239 METERS 31226     |
 OO1161|---------------------------------------------------------------------|
 OO1161
 OO1161                          SUPERSEDED SURVEY CONTROL
 OO1161
 OO1161  NAD 83(1996)-  43 10 35.99661(N)    093 18 20.49610(W) AD(       ) 1
 OO1161  NAD 83(1986)-  43 10 35.98926(N)    093 18 20.48797(W) AD(       ) 1
 OO1161  NAD 27      -  43 10 36.14100(N)    093 18 19.74600(W) AD(       ) 1
 OO1161  NGVD 29 (07/19/86)  369.8    (m)         1213.     (f) VERT ANG       
 OO1161
 OO1161.Superseded values are not recommended for survey control.
 OO1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1161.See file dsdata.txt to determine how the superseded data were derived.
 OO1161
 OO1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH7515580479(NAD 83)
 OO1161_MARKER: DS = TRIANGULATION STATION DISK
 OO1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1161_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1161_STAMPING: DOESCHER 1926 1970
 OO1161_MARK LOGO: NGS   
 OO1161_PROJECTION: PROJECTING 35 CENTIMETERS
 OO1161_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1161+STABILITY: SURFACE MOTION
 OO1161
 OO1161  HISTORY     - Date     Condition        Report By
 OO1161  HISTORY     - 1970     MONUMENTED       NGS
 OO1161  HISTORY     - 1971     GOOD             NGS
 OO1161  HISTORY     - 1972     GOOD             USGS
 OO1161  HISTORY     - 1974     GOOD             NGS
 OO1161  HISTORY     - 1978     GOOD             NGS
 OO1161  HISTORY     - 19810621 GOOD             NGS
 OO1161
 OO1161                          STATION DESCRIPTION
 OO1161
 OO1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OO1161'THE STATION SURFACE MARK, REFERENCE MARK NO. 1, AND REFERENCE
 OO1161'MARK NO. 2 HAVE BEEN DESTROYED.  THE SURFACE MARK AND REFERENCE
 OO1161'MARK NO. 2 WERE DESTROYED BY FARMING OPERATIONS AND REFERENCE
 OO1161'MARK NO. 2 WAS DESTROYED BY ROAD CONSTRUCTION.  THE UNDERGROUND
 OO1161'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 OO1161'
 OO1161'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 OO1161'MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND A NEW
 OO1161'AZIMUTH MARK WERE SET.  THE OLD CERRO GORDO COUNTY FARM WATER
 OO1161'TANK 1926 WAS USED AS A NATURAL AZIMUTH TO OBTAIN THE AZIMUTH
 OO1161'TO THE AZIMUTH MARK.
 OO1161'
 OO1161'FOLLOWING IS A NEW DESCRIPTION.
 OO1161'
 OO1161'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18
 OO1161'AND STATE HIGHWAY 107 AT THE NORTH SIDE OF CLEAR LAKE, GO
 OO1161'EAST ON U.S. HIGHWAY 18 FOR 4.05 MILES TO A SIDE ROAD ON THE
 OO1161'LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 1.3 MILES
 OO1161'TO THE AZIMUTH MARK ON THE RIGHT AT A FIELD ENTRANCE.  CONTINUE
 OO1161'NORTH ON THE GRAVELED ROAD FOR 0.7 MILE TO A CROSSROAD.  TURN
 OO1161'LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.35 MILE TO THE
 OO1161'STATION ON THE LEFT.
 OO1161'
 OO1161'STATION SURFACE MARK, A STANDARD DISK STAMPED DOESCHER 1926
 OO1161'1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 OO1161'18 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS ABOUT 1000
 OO1161'FEET EAST OF MR. DOESCHERS FARMHOUSE, 400.5 FEET EAST OF A
 OO1161'NORTH-SOUTH FENCE EAST OF THE HOUSE, 170 FEET SOUTHWEST OF
 OO1161'THE CENTER ONE OF THREE BRACE POSTS, 97 FEET SOUTH OF THE
 OO1161'CENTER OF A GRAVELED ROAD, AND 64 FEET SOUTH OF A METAL WITNESS
 OO1161'POST SET IN AN EAST-WEST FENCE.  THE UNDERGROUND STATION
 OO1161'MARK IS A STANDARD DISK STAMPED DOESCHER 1926, SET IN THE TOP
 OO1161'OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE
 OO1161'OF THE GROUND.
 OO1161'
 OO1161'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DOESCHER 1926
 OO1161'NO. 3 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 OO1161'PROJECTS 2 INCHES.  IT IS 33.5 FEET SOUTH OF THE CENTER OF
 OO1161'THE GRAVELED ROAD, 1 FOOT EAST OF A METAL WITNESS POST, AND 1
 OO1161'FOOT SOUTH OF A FENCE.
 OO1161'
 OO1161'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED DOESCHER 1926
 OO1161'NO. 4 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 OO1161'PROJECTS 3 INCHES.  IT IS 58 FEET WEST OF THE CENTER ONE OF
 OO1161'THREE BRACE POSTS, 34 FEET SOUTH OF THE CENTER OF THE GRAVELED
 OO1161'ROAD, 3 FEET SOUTHEAST OF A TELEPHONE POLE, AND 1 FOOT WEST
 OO1161'OF A METAL WITNESS POST.
 OO1161'
 OO1161'AZIMUTH MARK, A STANDARD DISK STAMPED DOESCHER 1926 1970,
 OO1161'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 OO1161'THE SURFACE OF THE GROUND. IT IS 33.5 FEET EAST OF THE CENTER
 OO1161'OF A GRAVELED ROAD, 10.5 FEET SOUTH OF THE CENTER OF THE FIELD
 OO1161'ENTRANCE, 2 FEET SOUTHWEST OF THE SOUTH GATE POST, 1 FOOT WEST
 OO1161'OF A FENCE, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 OO1161'
 OO1161'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 OO1161'MILES NE OF CLEAR LAKE.
 OO1161
 OO1161                          STATION RECOVERY (1971)
 OO1161
 OO1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1161'THE STATION MARK, REFEENCE MARKS 3 AND 4 AND THE AZIMUTH
 OO1161'MARK WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO ALL
 OO1161'THE MARKS CHECKED.  THE DISTANCES TO REFERENCE MARKS
 OO1161'3 AND 4 CHECKED, BUT A DIFFERENCE OF .06 OF A FOOT SHORTER
 OO1161'WAS FOUND IN THE 1970 DISTANCE BETWEEN THE REFERENCE MARKS
 OO1161'AND CONFIRMED IN THE FIELD.  THE 1970 RECOVERY NOTE BY L.F.
 OO1161'SMITH IS ADEQUATE TO RECOVER THIS STATION.
 OO1161'
 OO1161'HEIGHT OF LIGHT ABOVE STATION MARK 74.5 FEET.
 OO1161
 OO1161                          STATION RECOVERY (1972)
 OO1161
 OO1161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO1161'STATION MARK AND ALL OTHER SURFACE MARKS RECOVERED IN GOOD
 OO1161'CONDITION.
 OO1161'
 OO1161'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 OO1161'MILES W AND 2 MILES N OF MASON CITY
 OO1161
 OO1161                          STATION RECOVERY (1974)
 OO1161
 OO1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OO1161'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH
 OO1161'MARK WERE RECOVERED IN GOOD CONDITION.  ROAD CONSTRUCTION WILL
 OO1161'DESTROY REFERENCE MARKS 3 AND 4.  REFERENCE MARKS 5 AND 6
 OO1161'WERE ESTABLISHED THIS DATE.  THE LINE OF SIGHT TO THE AZIMUTH
 OO1161'MARK WAS OBSTRUCTED BY TALL CORN THIS DATE.
 OO1161'
 OO1161'THE PREVIOUS DESCRIPTION OF THE ROUTE TO REACH THE STATION AND
 OO1161'AZIMUTH MARK IS ADEQUATE.  FOLLOWING ARE ADDITIONAL NOTES FOR
 OO1161'THE STATION MARK AND A DESCRIPTION FOR REFERENCE MARKS 5 AND 6.
 OO1161'
 OO1161'THE STATION MARK IS 96 FEET SOUTH OF THE CENTER OF COUNTY ROAD
 OO1161'387, AND 46 FEET SOUTH OF A METAL WITNESS POST.
 OO1161'
 OO1161'REFERENCE MARK 5 IS A STANDARD DISK STAMPED DOESCHER 1926
 OO1161'NO 5 1974, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 OO1161'WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 OO1161'PIPE AND FLUSH WITH THE GROUND SURFACE.  IT IS 50 FEET SOUTH
 OO1161'OF THE CENTER OF THE COUNTY ROAD AND 1 FOOT EAST OF A METAL
 OO1161'WITNESS POST.
 OO1161'
 OO1161'REFERENCE MARK 6 IS A STANDARD DISK STAMPED DOESCHER 1926
 OO1161'NO 6 1974, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 OO1161'WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 OO1161'PIPE AND FLUSH WITH THE GROUND SURFACE.  IT IS 50 FEET SOUTH
 OO1161'OF THE CENTER OF THE COUNTY ROAD AND 1 FOOT WEST OF A METAL
 OO1161'WITNESS POST.
 OO1161
 OO1161                          STATION RECOVERY (1978)
 OO1161
 OO1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 OO1161'THE STATION MARK, RM 5, RM 6, AND THE AZIMUTH MARK WERE RECOVERED
 OO1161'IN GOOD CONDITION AS DESCRIBED.
 OO1161'
 OO1161'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OO1161'4-1/2 MILES NE OF CLEAR LAKE.
 OO1161
 OO1161                          STATION RECOVERY (1981)
 OO1161
 OO1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 OO1161'THE STATION MARK, RM 5, AND RM 6 WERE RECOVERED IN GOOD CONDITION AS
 OO1161'DESCRIBED IN 1974.  THE AZIMUTH MARK WAS NOT FOUND AND AZIMUTH MARK 2
 OO1161'ESTABLISHED AT THIS DATE.  THE TO REACH ROUTE IS ADEQUATE.
 OO1161'THE STATION IS A STANDARD CGS DISK STAMPED,---DOESCHER 1926 1970---,
 OO1161'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, 31 CM IN
 OO1161'DIAMETER, RECESSED, 14 INCHES, 35 CM BELOW THE GROUND.  THE STATION IS
 OO1161'LOCATED 67.0 METERS (219.8 FT) WEST-NORTHWEST FROM THE NORTHWEST
 OO1161'CORNER OF A HOUSE, 30.9 METERS (101.4 FT) WEST-SOUTHWEST FROM A
 OO1161'WITNESS POST, 29.6 METERS (97.1 FT) SOUTH FROM THE CENTERLINE OF A
 OO1161'GRAVELED ROAD, 21.5 METERS (70.5 FT) SOUTHEAST FROM A WITNESS POST,
 OO1161'AND 14.0 METERS (45.9 FT) SOUTH FROM A WITNESS POST.  REFERENCE MARK
 OO1161'NO 5, IS A STANDARD, NGS, DISK STAMPED,---DOESCHER 1926 NO 5 1974---,
 OO1161'CRIMPED ONTO A METAL ROD DRIVEN FLUSH INTO THE GROUND, IT IS LOCATED
 OO1161'15.8 METERS (51.8 FT) SOUTH FROM THE CENTERLINE OF GRAVELED ROAD, AND
 OO1161'24.4 CM EAST FROM A WITNESS POST.  REFERENCE MARK NO 6, IS A STANDARD,
 OO1161'NGS, DISK STAMPED,---DOESCHER 1926 NO 6 1974---, CRIMPED ONTO A METAL
 OO1161'ROD DRIVEN FLUSH INTO THE GROUND, IT IS 15.8 METERS (51.8 FT) SOUTH
 OO1161'FROM THE CENTERLINE OF THE GRAVELED ROAD, 25.3 METERS (83.0 FT) WEST
 OO1161'FROM THE CENTERLINE OF A DRIVEWAY, AND 24.4 CM WEST FROM A METAL
 OO1161'WITNESS POST.  AZIMUTH MARK NO 2, IS A STANDARD, NGS, DISK
 OO1161'STAMPED,---DOESCHER 1926 NO 2 1981---, SET INTO THE TOP OF A ROUND
 OO1161'CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER, PROJECTING, 3 INCHES,
 OO1161'2 CM ABOVE THE GROUND.  IT IS LOCATED 18.0 METERS (59.1 FT) EAST FROM
 OO1161'THE CENTER LINE OF GRAVELED ROAD, 13.7 METERS (44.9 FT) NORTH FROM THE
 OO1161'CENTER LINE OF GRAVELED ROAD, 0.6 METERS (2.0 FT) SOUTH-SOUTHEAST FROM
 OO1161'A POWER POLE, 0.6 M,ETERS NORTH-NORTHWEST FROM A FENCE CORNER POST,
 OO1161'0.5 METERS (1.6 FT) NORTH FROM A METAL WITNESS POST, 0.3 METERS (1.0
 OO1161'FT) WEST FROM THE FENCE LINE.  TO REACH THE AZIMUTH MARK FROM THE
 OO1161'STATION GO EAST ON THE GRAVELED ROAD FOR 0.47 KM (0.30 MI) TO THE MARK
 OO1161'LOCATED IN THE NORTHEAST CORNER OF THE ROAD INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0523 ***********************************************************************
 MH0523  DESIGNATION -  DOME
 MH0523  PID         -  MH0523
 MH0523  STATE/COUNTY-  IA/WAPELLO
 MH0523  USGS QUAD   -  FARSON (1976)
 MH0523
 MH0523                         *CURRENT SURVEY CONTROL
 MH0523  ___________________________________________________________________
 MH0523* NAD 83(1996)-  41 01 51.83976(N)    092 19 35.04643(W)     ADJUSTED  
 MH0523* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 MH0523  ___________________________________________________________________
 MH0523  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 MH0523  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 MH0523
 MH0523  HORZ ORDER  -  SECOND
 MH0523
 MH0523.The horizontal coordinates were established by classical geodetic methods
 MH0523.and adjusted by the National Geodetic Survey in May 1999..
 MH0523
 MH0523.The orthometric height was scaled from a topographic map.
 MH0523
 MH0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0523
 MH0523.The geoid height was determined by GEOID03.
 MH0523
 MH0523;                    North         East     Units Scale Factor Converg.
 MH0523;SPC IA S     -   115,163.846   598,686.867   MT  0.99995274   +0 46 23.0
 MH0523;UTM  15      - 4,542,424.270   556,624.216   MT  0.99963946   +0 26 31.9
 MH0523
 MH0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0523!SPC IA S     -   0.99996607  x   0.99995274  =   0.99991881
 MH0523!UTM  15      -   0.99996607  x   0.99963946  =   0.99960554
 MH0523
 MH0523|---------------------------------------------------------------------|
 MH0523| PID    Reference Object                     Distance      Geod. Az  |
 MH0523|                                                           dddmmss.s |
 MH0523| CL8398 DOME RM 1                            11.272 METERS 04047     |
 MH0523| CL8397 DOME AZ MK                                         0873331.5 |
 MH0523| LE0444 AGENCY MUNICIPAL TANK               APPROX. 4.5 KM 1551641.1 |
 MH0523| CK6914 VOR OTTUMWA RADIO OTM                              16850     |
 MH0523| CL8399 DOME RM 2                             9.462 METERS 33203     |
 MH0523|---------------------------------------------------------------------|
 MH0523
 MH0523                          SUPERSEDED SURVEY CONTROL
 MH0523
 MH0523  NAD 83(1986)-  41 01 51.84477(N)    092 19 35.05883(W) AD(       ) 2
 MH0523  NAD 27      -  41 01 51.78890(N)    092 19 34.39680(W) AD(       ) 2
 MH0523
 MH0523.Superseded values are not recommended for survey control.
 MH0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0523.See file dsdata.txt to determine how the superseded data were derived.
 MH0523
 MH0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF5662442424(NAD 83)
 MH0523_MARKER: DS = TRIANGULATION STATION DISK
 MH0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0523
 MH0523  HISTORY     - Date     Condition        Report By
 MH0523  HISTORY     - 1956     MONUMENTED       CGS
 MH0523
 MH0523                          STATION DESCRIPTION
 MH0523
 MH0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0523'STATION IS APPROXIMATELY 5.0 MILES NORTH-NORTHWEST OF AGENCY
 MH0523'AND APPROXIMATELY 9.0 MILES EAST-NORTHEAST OF OTTUMWA IN THE
 MH0523'NORTHWEST QUARTER OF SECTION 23, T 72 N, R 13 W, AT VOR OTTUMWA
 MH0523'RADIO OTM, ON LAND OWNED BY THE U.S. GOVERNMENT.
 MH0523'
 MH0523'TO REACH FROM THE POST OFFICE IN AGENCY, GO WEST ON U.S. HIGHWAY
 MH0523'34 0.2 MILE TO SIDE ROAD ON RIGHT, TURN RIGHT ON PAVED AND
 MH0523'GRAVEL ROAD, (PASSING AGENCY PUBLIC SCHOOL), AND GO 2.6 MILES
 MH0523'TO A CROSSROAD, CONTINUE STRAIGHT AHEAD 1.0 MILE TO CROSSROAD
 MH0523'AND AZIMUTH MARK IN THE NORTHWEST ANGLE OF INTERSECTION, TURN
 MH0523'LEFT AND GO WEST 0.6 MILE TO DRIVEWAY ON LEFT (ENTRANCE TO VOR
 MH0523'OTTUMWA RADIO OTM) AND STATION.
 MH0523'
 MH0523'STATION MARKS ARE STANDARD DISKS STAMPED DOME 1956.  THE SURFACE
 MH0523'DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS LEVEL
 MH0523'WITH GROUND SURFACE.  IT IS 11 FEET WEST OF CENTER OF GRAVEL
 MH0523'DRIVE, 67 FEET SOUTH OF CENTER OF GRAVEL ROAD AND 27 FEET SOUTH
 MH0523'OF NORTHEAST CORNER FENCE POST.  THE UNDERGROUND DISK IS SET
 MH0523'IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 MH0523'SURFACE.
 MH0523'
 MH0523'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DOME NO 1 1956,
 MH0523'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 MH0523'INCHES.  IT IS 37 FEET SOUTH OF GRAVEL ROAD, 15 FEET EAST OF
 MH0523'GRAVEL DRIVE AND 1 FOOT NORTH OF RIGHT-OF-WAY FENCE LINE.
 MH0523'
 MH0523'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DOME NO 2 1956,
 MH0523'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 MH0523'INCHES.  IT IS 40 FEET SOUTH OF CENTER OF GRAVEL ROAD, 24 FEET
 MH0523'WEST OF CENTER OF GRAVEL DRIVE AND 1 FOOT NORTH OF RIGHT-OF-WAY
 MH0523'FENCE LINE.
 MH0523'
 MH0523'AZIMUTH MARK, A STANDARD DISK STAMPED DOME 1956, IS SET IN
 MH0523'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MH0523'IT IS 29 FEET WEST OF CENTER OF NORTH-SOUTH GRAVEL ROAD, 40 FEET
 MH0523'NORTH OF CENTER OF EAST-WEST GRAVEL ROAD, 2 FEET WEST OF A
 MH0523'POWER LINE POLE AND 1 FOOT SOUTH OF RIGHT-OF-WAY FENCE LINE.
 MH0523'A STANDARD WITNESS POST WAS SET 2 FEET SOUTHEAST OF THE MARK.
 MH0523'
 MH0523'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0676 ***********************************************************************
 NK0676  DESIGNATION -  DONALDSON
 NK0676  PID         -  NK0676
 NK0676  STATE/COUNTY-  IA/FRANKLIN
 NK0676  USGS QUAD   -  HAMPTON NORTH (1972)
 NK0676
 NK0676                         *CURRENT SURVEY CONTROL
 NK0676  ___________________________________________________________________
 NK0676* NAD 83(1996)-  42 49 43.45483(N)    093 11 11.71275(W)     ADJUSTED  
 NK0676* NAVD 88     -       363.2    (meters)    1192.     (feet)  VERTCON   
 NK0676  ___________________________________________________________________
 NK0676  LAPLACE CORR-         -21.12  (seconds)                    DEFLEC99
 NK0676  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 NK0676
 NK0676  HORZ ORDER  -  FIRST
 NK0676
 NK0676.The horizontal coordinates were established by classical geodetic methods
 NK0676.and adjusted by the National Geodetic Survey in May 1999..
 NK0676
 NK0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0676
 NK0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0676
 NK0676.The geoid height was determined by GEOID03.
 NK0676
 NK0676;                    North         East     Units Scale Factor Converg.
 NK0676;SPC IA N     - 1,147,639.845 1,525,625.515   MT  0.99994931   +0 12 44.7
 NK0676;UTM  15      - 4,741,813.548   484,749.438   MT  0.99960286   -0 07 36.6
 NK0676
 NK0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0676!SPC IA N     -   0.99994762  x   0.99994931  =   0.99989693
 NK0676!UTM  15      -   0.99994762  x   0.99960286  =   0.99955050
 NK0676
 NK0676|---------------------------------------------------------------------|
 NK0676| PID    Reference Object                     Distance      Geod. Az  |
 NK0676|                                                           dddmmss.s |
 NK0676| CI6215 DONALDSON RM 3                      111.822 METERS 01157     |
 NK0676| NK0669 BRISTOW MUNICIPAL TANK              APPROX.23.7 KM 1044119.6 |
 NK0676| NK0685 HAMPTON METH CHURCH STEEPLE         APPROX. 9.8 KM 1892231.5 |
 NK0676| NK0686 HAMPTON FRANKLIN CO CTHSE TWR       APPROX. 9.8 KM 1902318.3 |
 NK0676| NK0687 HAMPTON WATER TANK                  APPROX. 9.9 KM 1915744.3 |
 NK0676| NK0690 KLOUSIA                             APPROX.13.7 KM 2062112.4 |
 NK0676| CI6216 DONALDSON RM 4                      145.454 METERS 31904     |
 NK0676| CI6214 DONALDSON RM 2                                     32112     |
 NK0676|---------------------------------------------------------------------|
 NK0676
 NK0676                          SUPERSEDED SURVEY CONTROL
 NK0676
 NK0676  NAD 83(1996)-  42 49 43.45495(N)    093 11 11.71256(W) AD(       ) 1
 NK0676  NAD 83(1986)-  42 49 43.45017(N)    093 11 11.70659(W) AD(       ) 1
 NK0676  NAD 27      -  42 49 43.55800(N)    093 11 10.97700(W) AD(       ) 1
 NK0676  NGVD 29 (07/19/86)  363.2    (m)         1192.     (f) VERT ANG       
 NK0676
 NK0676.Superseded values are not recommended for survey control.
 NK0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0676.See file dsdata.txt to determine how the superseded data were derived.
 NK0676
 NK0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8474941814(NAD 83)
 NK0676_MARKER: DS = TRIANGULATION STATION DISK
 NK0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0676
 NK0676  HISTORY     - Date     Condition        Report By
 NK0676  HISTORY     - 1926     MONUMENTED       CGS
 NK0676  HISTORY     - 1931     GOOD             CGS
 NK0676  HISTORY     - 1933     GOOD             CGS
 NK0676  HISTORY     - 1934     GOOD             CGS
 NK0676  HISTORY     - 1935     GOOD             CGS
 NK0676  HISTORY     - 1938     GOOD             CGS
 NK0676  HISTORY     - 1960     GOOD             CGS
 NK0676  HISTORY     - 1969     GOOD             CGS
 NK0676  HISTORY     - 1971     GOOD             NGS
 NK0676
 NK0676                          STATION DESCRIPTION
 NK0676
 NK0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HWH)
 NK0676'STATION IS ABOUT 2 MILES E OF CHAPIN, IOWA IN THE NE 1/4 OF
 NK0676'SEC. 34, T 93 N, R 20 W, ON THE DONALDSON BROTHERS FARM.  THE
 NK0676'MARK IS IN A CULTIVATED FIELD, AND ABOUT 300 METERS (984.25
 NK0676'FEET) SE OF THE FARM DWELLINGS, AND ABOUT 100 METERS (328.80
 NK0676'FEET) S OF THE PUBLIC HIGHWAY RUNNING E AND W.  IT IS 1 FOOT
 NK0676'BELOW THE SURFACE.
 NK0676'
 NK0676'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 NK0676'DISKS SET IN CONCRETE.
 NK0676'
 NK0676'REFERENCE MARK NO. 1 IS AT THE FENCE LINE S OF THE ABOVE ROAD
 NK0676'AND ABOUT NXE OF THE STATION.  IT IS ABOUT 200 METERS (656.16
 NK0676'FEET) E OF THE BARN ON THE DONALDSON FARM.  REFERENCE MARK NO.
 NK0676'2 IS ON THE S SIDE OF THE ABOVE ROAD AT THE FENCE LINE, AND ON
 NK0676'THE E SIDE OF THE GATE DIRECTLY S OF THE BARN ON THE DONALDSON
 NK0676'FARM.
 NK0676'
 NK0676'THE FOLLOWING ARE ON RANGE--THE STATION MARK, REFERENCE MARK
 NK0676'NO. 2, AND THE SE CORNER OF THE BIG RED BARN ON THE N SIDE OF
 NK0676'THE ROAD AND BELONGING TO THE DONALDSON FARM.  THE REFERENCE
 NK0676'MARKS ARE FLUSH WITH THE GROUND.
 NK0676'
 NK0676'ALL MEASUREMENTS ARE SLOPE DISTANCES.
 NK0676'
 NK0676'HEIGHT OF SIGNAL ABOVE STATION MARK - 24.5 METERS.
 NK0676
 NK0676                          STATION RECOVERY (1931)
 NK0676
 NK0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RGA)
 NK0676'RECOVERED AS DESCRIBED, STATION AND MARKS IN GOOD CONDITION.
 NK0676
 NK0676                          STATION RECOVERY (1933)
 NK0676
 NK0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WHR)
 NK0676'ORIGINAL DESCRIPTION SATISFACTORY AND CORRECT EXCEPT THAT
 NK0676'REFERENCE MONUMENT NO. 2 IS NOT DIRECTLY S OF THE BARN, BUT IS
 NK0676'S OF THE MACHINE SHED.  ADDITIONAL INFORMATION FOR LOCATION OF
 NK0676'REFERENCE MONUMENTS AS FOLLOWS--
 NK0676'
 NK0676'REFERENCE MONUMENT NO. 1--ON S SIDE OF S RIGHT-OF-WAY FENCE
 NK0676'570.4 FEET E OF REFERENCE MONUMENT NO. 2.
 NK0676'
 NK0676'REFERENCE MONUMENT NO. 2--ON S SIDE OF S RIGHT-OF-WAY FENCE
 NK0676'4 FEET E RR TIE GATEPOST, 39.4 FEET W OF LINE ALONG E SIDE OF
 NK0676'MACHINE SHED N OF ROAD, 70.6 FEET E OF LINE ALONG E SIDE OF
 NK0676'SHED TO MAIN BARN.
 NK0676
 NK0676                          STATION RECOVERY (1934)
 NK0676
 NK0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JNC)
 NK0676'REFERENCE MARK NO. 1 IS ABOUT 570 FEET E OF REFERENCE MARK NO.
 NK0676'2.  THE REST OF ITS DESCRIPTION IS ALRIGHT.  REFERENCE MARK
 NK0676'NO. 2 IS ON THE S SIDE OF THE ABOVE ROAD JUST S OF THE FENCE
 NK0676'AND 4 FEET E OF THE GATE DIRECTLY S OF THE MACHINE SHED ON THE
 NK0676'DONALDSON FARM.
 NK0676'
 NK0676'THE RANGE LINE FROM THE STATION MARK TO THE SE CORNER OF THE
 NK0676'BIG RED BARN ON THE N SIDE OF THE ROAD BELONGING TO THE
 NK0676'DONALDSON FARM, PASSES ABOUT 1.5 FEET TO THE SW OF REFERENCE
 NK0676'MARK NO. 2.
 NK0676
 NK0676                          STATION RECOVERY (1935)
 NK0676
 NK0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GOW)
 NK0676'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AND THE
 NK0676'ORIGINAL DESCRIPTION IS ADEQUATE.
 NK0676
 NK0676                          STATION RECOVERY (1938)
 NK0676
 NK0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0676'RECOVERED IN GOOD CONDITION.  THE STATION IS ABOUT 2 MILES
 NK0676'E OF CHAPIN AND ABOUT 6 MILES N OF HAMPTON, IN THE NE 1/4,
 NK0676'SEC. 34, T 93 N, R 20 W, ON LAND OWNED BY WILL DONALDSON OF
 NK0676'HAMPTON, AND OCCUPIED BY L.L. CHANEY.  REACHED BY GOING N
 NK0676'FROM HAMPTON AT THE JUNCTION OF IOWA 10 AND U.S. HIGHWAY 65,
 NK0676'ON U.S. HIGHWAY 65 FOR 6.25 MILES TO A SIDE ROAD TO RIGHT,
 NK0676'THENCE RIGHT, E, FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 NK0676'STATION IS UNDERGROUND ON TOP OF HILL IN A CORNFIELD ABOUT 350
 NK0676'FEET S OF ROAD.  THE FOLLOWING APPROXIMATE N AZIMUTHS WERE
 NK0676'TAKEN TO FACILITATE RECOVERY--
 NK0676'
 NK0676'ALL TOWER STATIONS ARE VISIBLE FROM THE GROUND.  A 64-FOOT
 NK0676'TOWER WAS OCCUPIED AT THIS STATION IN 1938.
 NK0676'
 NK0676'REFERENCE MARK NO. 1 IS IN THE FENCE LINE ON THE S SIDE OF THE
 NK0676'ROAD AND ABOUT NE OF THE STATION AND ABOUT 200 METERS (656.16
 NK0676'FEET) E OF THE BARN ON THE DONALDSON FARM.  REFERENCE MARK NO.
 NK0676'2 IS IN THE FENCE LINE ON THE S SIDE OF THE ROAD, ON THE
 NK0676'E SIDE OF THE GATE, DIRECTLY S OF THE BARN ON THE DONALDSON
 NK0676'FARM.
 NK0676'
 NK0676'THE FOLLOWING ARE ON RANGE--THE STATION MARK, REFERENCE MARK
 NK0676'NO. 2, AND THE SE CORNER OF THE BIG RED BARN ON THE N SIDE OF
 NK0676'THE ROAD AND BELONGING TO THE DONALDSON FARM.  THE REFERENCE
 NK0676'MARKS ARE FLUSH WITH THE GROUND.
 NK0676'
 NK0676'ALL MEASUREMENTS ARE SLOPE DISTANCES, MEASUREMENTS WERE NOT
 NK0676'CHECKED IN 1938 BECAUSE OF THE CORNFIELD.
 NK0676'
 NK0676'THE DIRECTION TO REFERENCE MARK NO. 2 WAS CHECKED IN 1938, BUT
 NK0676'THE DIRECTION TO REFERENCE MARK NO. 1 CAME THROUGH ONE OF THE
 NK0676'LEGS ON THE STEEL TOWER.
 NK0676
 NK0676                          STATION RECOVERY (1960)
 NK0676
 NK0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NK0676'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION
 NK0676'AS WAS REFERENCE MARK NO. 2.  REFERENCE MARK NO. 1 WAS DESTROYED.
 NK0676'ROAD CONSTRUCTION WOULD DESTROY REFERENCE MARK NO. 2, SO IT
 NK0676'WAS MOVED AND AN ADDITIONAL REFERENCE MARK WAS ESTABLISHED.
 NK0676'A COMPLETE DESCRIPTION FOLLOWS.
 NK0676'
 NK0676'STATION IS LOCATED ABOUT 7 MILES NORTH OF HAMPTON AND 2 MILES
 NK0676'EAST OF CHAPIN IN THE NORTHEAST QUARTER OF SEC. 34, T 93 N.,
 NK0676'R 20 W., AND ABOUT 300 YARDS SOUTHEAST OF THE OLD DONALDSON
 NK0676'BROTHERS FARMHOUSE WHICH IS OCCUPIED BY MR. GLENN NEWELL.  IT
 NK0676'IS 404 FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVEL ROAD
 NK0676'AND 359 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.  THE MARK IS
 NK0676'14 INCHES BELOW THE SURFACE OF THE GROUND IN A CULTIVATED
 NK0676'FIELD AND THE DISK IS STAMPED DONALDSON 1926.
 NK0676'
 NK0676'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 NK0676'STATE HIGHWAY 3 WHICH IS ABOUT 1/4 MILE EAST OF THE FRANKLIN
 NK0676'COUNTY COURTHOUSE IN HAMPTON, GO NORTH ON U.S. HIGHWAY 65 FOR
 NK0676'6.8 MILES TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 NK0676'GRAVEL ROAD FOR 1.0 MILE TO THE OLD DONALDSON FARM BUILDINGS
 NK0676'ON THE LEFT, THE REFERENCE MARKS ON THE RIGHT, AND THE STATION
 NK0676'AS DESCRIBED.
 NK0676'
 NK0676'REFERENCE MARK NO. 3 IS 367.25 FEET NORTH-NORTHEAST OF THE STATION,
 NK0676'45 FEET SOUTH OF THE CENTER OF GRAVEL ROAD IN THE SOUTH RIGHT-OF-WAY
 NK0676'FENCE, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST.  THE MARK
 NK0676'PROJECTS 2 INCHES AND THE DISK IS STAMPED DONALDSON NO 3 1926.
 NK0676'
 NK0676'REFERENCE MARK NO. 4 IS 477.42 FEET NORTHWEST OF THE STATION,
 NK0676'60 FEET EAST OF THE TANGENT OF THE EAST SIDE OF LARGE RED BARN,
 NK0676'57 FEET WEST OF THE TANGENT OF THE WEST SIDE OF SILO, 55 FEET
 NK0676'WEST OF THE TANGENT OF THE EAST SIDE OF SHED JUST WEST OF SILO,
 NK0676'45 FEET SOUTH OF THE CENTER OF GRAVEL ROAD IN FENCELINE, AND 3
 NK0676'FEET EAST OF AN EAST BRACED POST IN THE FENCE.  THE MARK
 NK0676'PROJECTS 2 INCHES AND THE DISK IS STAMPED DONALDSON NO 4 1926.
 NK0676'
 NK0676'THE MEASUREMENTS TO THE REFERENCE MARKS ARE SLOPE MEASUREMENTS
 NK0676'AND THE HORIZONTAL TAPED DISTANCE BETWEEN THE REFERENCE MARKS
 NK0676'IS 388.64 FEET.
 NK0676
 NK0676                          STATION RECOVERY (1969)
 NK0676
 NK0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JSA)
 NK0676'STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE FOUND
 NK0676'IN GOOD CONDITION AS DESCRIBED.
 NK0676'
 NK0676'OLD DESCRIPTION IS ADEQUATE.
 NK0676'
 NK0676'STANDARD BRACED TRIPOD USED.
 NK0676
 NK0676                          STATION RECOVERY (1971)
 NK0676
 NK0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NK0676'THE STATION WAS RECOVERED AS DESCRIBED BY F.A. RIDDELL IN 1960.
 NK0676'IT WAS NOT OCCUPIED AT THIS TIME.
 NK0676'
 NK0676'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST OF
 NK0676'CHAPIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0870 ***********************************************************************
 LD0870  DESIGNATION -  DONNELSON WATER TANK
 LD0870  PID         -  LD0870
 LD0870  STATE/COUNTY-  IA/LEE
 LD0870  USGS QUAD   -  DONNELLSON (1968)
 LD0870
 LD0870                         *CURRENT SURVEY CONTROL
 LD0870  ___________________________________________________________________
 LD0870* NAD 83(1996)-  40 38 33.80646(N)    091 33 45.98301(W)     ADJUSTED  
 LD0870* NAVD 88     -                                                        
 LD0870  ___________________________________________________________________
 LD0870  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 LD0870  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0870
 LD0870  HORZ ORDER  -  THIRD
 LD0870
 LD0870.The horizontal coordinates were established by classical geodetic methods
 LD0870.and adjusted by the National Geodetic Survey in May 1999..
 LD0870
 LD0870
 LD0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0870
 LD0870.The geoid height was determined by GEOID03.
 LD0870
 LD0870;                    North         East     Units Scale Factor Converg.
 LD0870;SPC IA S     -    73,198.294   663,851.588   MT  0.99999550   +1 16 33.8
 LD0870;SPC MO E     -   534,355.337   160,107.508   MT  1.00003276   -0 41 32.2
 LD0870;UTM  15      - 4,500,090.150   621,525.273   MT  0.99978178   +0 56 10.5
 LD0870
 LD0870                          SUPERSEDED SURVEY CONTROL
 LD0870
 LD0870  NAD 83(1986)-  40 38 33.81658(N)    091 33 45.98179(W) AD(       ) 4
 LD0870  NAD 27      -  40 38 33.67800(N)    091 33 45.42500(W) AD(       ) 3
 LD0870
 LD0870.Superseded values are not recommended for survey control.
 LD0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0870.See file dsdata.txt to determine how the superseded data were derived.
 LD0870
 LD0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2152500090(NAD 83)
 LD0870_MARKER: 51 = TANK
 LD0870
 LD0870  HISTORY     - Date     Condition        Report By
 LD0870  HISTORY     - 1931     FIRST OBSERVED   CGS
 LD0870
 LD0870                          STATION DESCRIPTION
 LD0870
 LD0870'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0591 ***********************************************************************
 OQ0591  DESIGNATION -  DOON
 OQ0591  PID         -  OQ0591
 OQ0591  STATE/COUNTY-  IA/LYON
 OQ0591  USGS QUAD   -  DOON (1971)
 OQ0591
 OQ0591                         *CURRENT SURVEY CONTROL
 OQ0591  ___________________________________________________________________
 OQ0591* NAD 83(1996)-  43 15 39.32986(N)    096 10 40.03870(W)     ADJUSTED  
 OQ0591* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 OQ0591  ___________________________________________________________________
 OQ0591  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 OQ0591  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 OQ0591
 OQ0591  HORZ ORDER  -  THIRD
 OQ0591
 OQ0591.The horizontal coordinates were established by classical geodetic methods
 OQ0591.and adjusted by the National Geodetic Survey in May 1999..
 OQ0591
 OQ0591.The orthometric height was scaled from a topographic map.
 OQ0591
 OQ0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0591
 OQ0591.The geoid height was determined by GEOID03.
 OQ0591
 OQ0591;                    North         East     Units Scale Factor Converg.
 OQ0591;SPC IA N     - 1,199,047.318 1,282,613.317   MT  0.99999896   -1 48 53.5
 OQ0591;UTM  14      - 4,793,658.587   729,063.801   MT  1.00024550   +1 56 05.9
 OQ0591
 OQ0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0591!SPC IA N     -   0.99993670  x   0.99999896  =   0.99993566
 OQ0591!UTM  14      -   0.99993670  x   1.00024550  =   1.00018219
 OQ0591
 OQ0591|---------------------------------------------------------------------|
 OQ0591| PID    Reference Object                     Distance      Geod. Az  |
 OQ0591|                                                           dddmmss.s |
 OQ0591| CO2998 DOON RM 1                            15.520 METERS 06321     |
 OQ0591| OQ0610 HULL MUNICIPAL TANK                 APPROX. 8.6 KM 1551004.8 |
 OQ0591| CO2999 DOON RM 2                            14.137 METERS 17851     |
 OQ0591| CO2997 DOON AZ MK                                         1850807.3 |
 OQ0591| OQ0593 DOON MUNICIPAL TANK                 APPROX. 4.4 KM 2982331.4 |
 OQ0591|---------------------------------------------------------------------|
 OQ0591
 OQ0591                          SUPERSEDED SURVEY CONTROL
 OQ0591
 OQ0591  NAD 83(1996)-  43 15 39.32986(N)    096 10 40.03870(W) AD(       ) 3
 OQ0591  NAD 83(1996)-  43 15 39.32793(N)    096 10 40.03487(W) AD(       ) 3
 OQ0591  NAD 83(1996)-  43 15 39.32890(N)    096 10 40.03247(W) AD(       ) 3
 OQ0591  NAD 83(1986)-  43 15 39.33068(N)    096 10 40.02744(W) AD(       ) 3
 OQ0591  NAD 27      -  43 15 39.41700(N)    096 10 38.96400(W) AD(       ) 3
 OQ0591
 OQ0591.Superseded values are not recommended for survey control.
 OQ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0591.See file dsdata.txt to determine how the superseded data were derived.
 OQ0591
 OQ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN2906493659(NAD 83)
 OQ0591_MARKER: DS = TRIANGULATION STATION DISK
 OQ0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0591
 OQ0591  HISTORY     - Date     Condition        Report By
 OQ0591  HISTORY     - 1949     MONUMENTED       CGS
 OQ0591
 OQ0591                          STATION DESCRIPTION
 OQ0591
 OQ0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0591'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH-NORTHWEST OF
 OQ0591'HULL, ABOUT 3 MILES WEST-SOUTHWEST OF DOON, ABOUT 0.25 MILE NORTH
 OQ0591'OF THE LYON-SIOUX COUNTY LINE, ON THE EAST RIGHT-OF-WAY OF U.S.
 OQ0591'HIGHWAY 75.  IT IS 49 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 OQ0591'24 FEET SOUTH OF A FENCE CORNER, 14 FEET SOUTH OF THE CENTERLINE
 OQ0591'OF A FARM DRIVE, AND 2 FEET WEST OF THE EAST RIGHT-OF-WAY
 OQ0591'FENCELINE.  THE DISK IS STAMPED DOON 1949 AND IS SET FLUSH WITH
 OQ0591'THE GROUND.
 OQ0591'
 OQ0591'REFERENCE MARK NO. 1 IS 43 FEET EAST OF THE FENCE CORNER, AND
 OQ0591'1 FOOT SOUTH OF AN EAST-WEST FENCELINE.  THE DISK IS STAMPED DOON
 OQ0591'NO 1 1949 AND IS SET FLUSH.
 OQ0591'
 OQ0591'REFERENCE MARK NO. 2 IS 50 FEET EAST OF THE CENTERLINE OF THE
 OQ0591'HIGHWAY, AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCELINE.  THE
 OQ0591'DISK IS STAMPED DOON NO 2 1949 AND IS SET FLUSH.
 OQ0591'
 OQ0591'THE AZIMUTH MARK IS 49 FEET WEST OF THE CENTERLINE OF THE
 OQ0591'HIGHWAY, 37 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST,
 OQ0591'GRAVELLED ROAD, 2 FEET NORTH OF A WITNESS POST, AND 1 FOOT EAST
 OQ0591'OF A FENCE CORNER.  THE DISK IS STAMPED DOON 1949 AND PROJECTS
 OQ0591'2 INCHES.
 OQ0591'
 OQ0591'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18 AND
 OQ0591'75, ABOUT 2 MILES WEST OF HULL, GO NORTH ON HIGHWAYS 18 AND 75
 OQ0591'FOR 5.0 MILES TO A CROSS ROAD AT THE LYON-SIOUX COUNTY LINE, AND
 OQ0591'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH FOR
 OQ0591'0.25 MILE TO THE STATION ON THE RIGHT.
 OQ0591'
 OQ0591'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0593 ***********************************************************************
 OQ0593  DESIGNATION -  DOON MUNICIPAL TANK
 OQ0593  PID         -  OQ0593
 OQ0593  STATE/COUNTY-  IA/LYON
 OQ0593  USGS QUAD   -  DOON (1971)
 OQ0593
 OQ0593                         *CURRENT SURVEY CONTROL
 OQ0593  ___________________________________________________________________
 OQ0593* NAD 83(1996)-  43 16 47.33893(N)    096 13 32.34329(W)     ADJUSTED  
 OQ0593* NAVD 88     -                                                        
 OQ0593  ___________________________________________________________________
 OQ0593  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 OQ0593  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OQ0593
 OQ0593  HORZ ORDER  -  THIRD
 OQ0593
 OQ0593.The horizontal coordinates were established by classical geodetic methods
 OQ0593.and adjusted by the National Geodetic Survey in May 1999..
 OQ0593
 OQ0593
 OQ0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0593
 OQ0593.The geoid height was determined by GEOID03.
 OQ0593
 OQ0593;                    North         East     Units Scale Factor Converg.
 OQ0593;SPC IA N     - 1,201,269.202 1,278,796.771   MT  1.00000243   -1 50 50.3
 OQ0593;UTM  14      - 4,795,626.562   725,109.187   MT  1.00022340   +1 54 10.0
 OQ0593
 OQ0593                          SUPERSEDED SURVEY CONTROL
 OQ0593
 OQ0593  NAD 83(1996)-  43 16 47.33893(N)    096 13 32.34329(W) AD(       ) 4
 OQ0593  NAD 83(1996)-  43 16 47.33739(N)    096 13 32.34096(W) AD(       ) 4
 OQ0593  NAD 83(1996)-  43 16 47.33831(N)    096 13 32.33725(W) AD(       ) 4
 OQ0593  NAD 83(1986)-  43 16 47.34004(N)    096 13 32.33174(W) AD(       ) 4
 OQ0593  NAD 27      -  43 16 52.31000(N)    096 13 29.14000(W) AD(       ) 3
 OQ0593
 OQ0593.Superseded values are not recommended for survey control.
 OQ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0593.See file dsdata.txt to determine how the superseded data were derived.
 OQ0593
 OQ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN2510995627(NAD 83)
 OQ0593_MARKER: 51 = TANK
 OQ0593
 OQ0593  HISTORY     - Date     Condition        Report By
 OQ0593  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0593
 OQ0593                          STATION DESCRIPTION
 OQ0593
 OQ0593'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0108 ***********************************************************************
 NJ0108  DESIGNATION -  DOS 4
 NJ0108  PID         -  NJ0108
 NJ0108  STATE/COUNTY-  IA/JACKSON
 NJ0108  USGS QUAD   -  GREEN ISLAND (1975)
 NJ0108
 NJ0108                         *CURRENT SURVEY CONTROL
 NJ0108  ___________________________________________________________________
 NJ0108* NAD 83(1986)-  42 07 39.     (N)    090 15 55.     (W)     SCALED    
 NJ0108* NAVD 88     -       253.380  (meters)     831.30   (feet)  ADJUSTED  
 NJ0108  ___________________________________________________________________
 NJ0108  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NJ0108  DYNAMIC HT  -         253.294 (meters)     831.02  (feet)  COMP
 NJ0108  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 NJ0108
 NJ0108  VERT ORDER  -  FIRST     CLASS I
 NJ0108
 NJ0108.The horizontal coordinates were scaled from a topographic map and have
 NJ0108.an estimated accuracy of +/- 6 seconds.
 NJ0108
 NJ0108.The orthometric height was determined by differential leveling
 NJ0108.and adjusted by the National Geodetic Survey in June 1991..
 NJ0108
 NJ0108.The geoid height was determined by GEOID03.
 NJ0108
 NJ0108.The dynamic height is computed by dividing the NAVD 88
 NJ0108.geopotential number by the normal gravity value computed on the
 NJ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0108.degrees latitude (g = 980.6199 gals.).
 NJ0108
 NJ0108.The modeled gravity was interpolated from observed gravity values.
 NJ0108
 NJ0108;                    North         East    Units  Estimated Accuracy
 NJ0108;SPC IA N     - 1,074,820.    1,767,400.      MT  (+/- 180 meters Scaled)
 NJ0108
 NJ0108                          SUPERSEDED SURVEY CONTROL
 NJ0108
 NJ0108  NGVD 29 (??/??/92)  253.410  (m)          831.40   (f) ADJ UNCH    1 1
 NJ0108
 NJ0108.Superseded values are not recommended for survey control.
 NJ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0108.See file dsdata.txt to determine how the superseded data were derived.
 NJ0108
 NJ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG260675(NAD 83)
 NJ0108_MARKER: DD = SURVEY DISK
 NJ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0108_STAMPING: ET DOS 4 1966
 NJ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0108+STABILITY: SURFACE MOTION
 NJ0108
 NJ0108  HISTORY     - Date     Condition        Report By
 NJ0108  HISTORY     - 1966     MONUMENTED       USGS
 NJ0108  HISTORY     - 1970     GOOD             NGS
 NJ0108  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NJ0108  HISTORY     - 19940617 GOOD             USPSQD
 NJ0108  HISTORY     - 20010331 GOOD             NGS
 NJ0108  HISTORY     - 20050515 GOOD             GEOCAC
 NJ0108
 NJ0108                          STATION DESCRIPTION
 NJ0108
 NJ0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0108'7.6 MI NW FROM SABULA.
 NJ0108'ABOUT 7.6 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0108'MUNICIPAL BUILDING AT SABULA, AT THE INTERSECTION OF THE HIGHWAY
 NJ0108'AND A GRAVELED ROAD, 126 FEET SOUTH OF THE CENTER LINE OF THE
 NJ0108'HIGHWAY, 36 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD,
 NJ0108'72.0 FEET EAST AND ACROSS THE GRAVELED ROAD FROM THE NORTHEAST
 NJ0108'CORNER OF A FARM HOUSE, 2.0 FEET NORTH OF A METAL WITNESS POST,
 NJ0108'ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 NJ0108'OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 NJ0108'SECTION 33, T85N, R6E.
 NJ0108
 NJ0108                          STATION RECOVERY (1988)
 NJ0108
 NJ0108'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0108'MARK NOT FOUND.
 NJ0108
 NJ0108                          STATION RECOVERY (1994)
 NJ0108
 NJ0108'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0108'RECOVERED IN GOOD CONDITION.
 NJ0108
 NJ0108                          STATION RECOVERY (2001)
 NJ0108
 NJ0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0108'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0108
 NJ0108                          STATION RECOVERY (2005)
 NJ0108
 NJ0108'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0108'AT 540TH AVE GRAVEL ROAD, 4.6 NNW OF WITNESS SIGN NAILED TO FENCE
 NJ0108'CORNER POST, 5.2 FEET NORTH OF PHONE PEDESTAL, 2 FEET NORTH OF METAL
 NJ0108'POST, AND 2 INCHES UNDER SURFACE.  HANDHELD COORD N42 07 38.8 W090 16
 NJ0108'00.2, SKY MARGINAL DUE TO LARGE TREE TO SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1106 ***********************************************************************
 MJ1106  DESIGNATION -  DOUGHERTY
 MJ1106  PID         -  MJ1106
 MJ1106  STATE/COUNTY-  IA/ADAMS
 MJ1106  USGS QUAD   -  PRESCOTT (1980)
 MJ1106
 MJ1106                         *CURRENT SURVEY CONTROL
 MJ1106  ___________________________________________________________________
 MJ1106* NAD 83(1996)-  41 02 33.39760(N)    094 31 18.47925(W)     ADJUSTED  
 MJ1106* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 MJ1106  ___________________________________________________________________
 MJ1106  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 MJ1106  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 MJ1106
 MJ1106  HORZ ORDER  -  FIRST
 MJ1106
 MJ1106.The horizontal coordinates were established by classical geodetic methods
 MJ1106.and adjusted by the National Geodetic Survey in May 1999..
 MJ1106
 MJ1106.The orthometric height was scaled from a topographic map.
 MJ1106
 MJ1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1106
 MJ1106.The geoid height was determined by GEOID03.
 MJ1106
 MJ1106;                    North         East     Units Scale Factor Converg.
 MJ1106;SPC IA S     -   116,284.607   414,092.160   MT  0.99995217   -0 40 23.0
 MJ1106;UTM  15      - 4,544,602.725   372,094.665   MT  0.99980135   -0 59 57.8
 MJ1106
 MJ1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1106!SPC IA S     -   0.99994456  x   0.99995217  =   0.99989673
 MJ1106!UTM  15      -   0.99994456  x   0.99980135  =   0.99974592
 MJ1106
 MJ1106|---------------------------------------------------------------------|
 MJ1106| PID    Reference Object                     Distance      Geod. Az  |
 MJ1106|                                                           dddmmss.s |
 MJ1106| CL6410 DOUGHERTY RM 3                       29.101 METERS 06634     |
 MJ1106| MJ1089 CRESTON UNION CO CTHSE CUPOLA       APPROX.13.6 KM 0820424.3 |
 MJ1106| MJ1085 CRESTON TAXPAYERS WATER SPIPE       APPROX.12.6 KM 0823711.1 |
 MJ1106| MJ1088 CRESTON MUNICIPAL TANK              APPROX.13.8 KM 0824950.4 |
 MJ1106| MJ1086 CRESTON CBQ RR STACK                APPROX.14.1 KM 0825449.8 |
 MJ1106| MJ1087 CRESTON IOWA SOU UTIL CO STK        APPROX.13.7 KM 0830202.8 |
 MJ1106| MJ1090 CRESTON FARMERS COOP ELEVATOR       APPROX.13.2 KM 0832129.5 |
 MJ1106| MJ1091 CRESTON ST MALACHYS CATH CH         APPROX.13.2 KM 0835534.6 |
 MJ1106| CL6407 DOUGHERTY RM 1                       24.198 METERS 08950     |
 MJ1106| CL6408 DOUGHERTY RM 1 RESET                               08952     |
 MJ1106| MJ1093 CRESTON RADIO STA KSIB MAST         APPROX.10.8 KM 0924902.8 |
 MJ1106| CL6411 DOUGHERTY RM 4                       31.605 METERS 13418     |
 MJ1106| CL6409 DOUGHERTY RM 2                       39.780 METERS 17722     |
 MJ1106| LF1295 LENOX MUNICIPAL TANK                APPROX.18.3 KM 1894739.7 |
 MJ1106| LF1303 MICROWAVE TWR KAO 52 S CORNING      APPROX.20.6 KM 2290515.7 |
 MJ1106| LF1302 CORNING MUNICIPAL TANK              APPROX.18.9 KM 2534612.9 |
 MJ1106| CL6406 DOUGHERTY AZ MK RESET                              2682747.5 |
 MJ1106| MJ1108 DOUGHERTY AZ MK 3                   APPROX. 0.6 KM 2682902.4 |
 MJ1106| CL6405 DOUGHERTY AZ MK                                    2694239.4 |
 MJ1106|---------------------------------------------------------------------|
 MJ1106
 MJ1106                          SUPERSEDED SURVEY CONTROL
 MJ1106
 MJ1106  NAD 83(1986)-  41 02 33.39907(N)    094 31 18.51005(W) AD(       ) 1
 MJ1106  NAD 27      -  41 02 33.44350(N)    094 31 17.63620(W) AD(       ) 1
 MJ1106
 MJ1106.Superseded values are not recommended for survey control.
 MJ1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1106.See file dsdata.txt to determine how the superseded data were derived.
 MJ1106
 MJ1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF7209544603(NAD 83)
 MJ1106_MARKER: DS = TRIANGULATION STATION DISK
 MJ1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1106
 MJ1106  HISTORY     - Date     Condition        Report By
 MJ1106  HISTORY     - 1934     MONUMENTED       CGS
 MJ1106  HISTORY     - 1958     GOOD             CGS
 MJ1106  HISTORY     - 1976     GOOD             NGS
 MJ1106
 MJ1106                          STATION DESCRIPTION
 MJ1106
 MJ1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1106'THIS STATION IS ABOUT 5 MILES ENE OF PRESCOTT.  IN THE NW
 MJ1106'1/4 SECTION 14, T 72 N, R 32 W.  ON LAND OWNED BY MR. E.N.
 MJ1106'DOUGHERTY.  THE MARK IS A SMALL GROVE AND HOG LOT TO THE SW
 MJ1106'OF MR. DOUGHERTYS FARMHOUSE.  162 FEET SSW OF THE SW CORNER
 MJ1106'OF THE FARMHOUSE.  150 FEET SW OF THE SW CORNER OF A GARAGE.
 MJ1106'36 FEET W OF THE RANGE OF THE W SIDE OF THE HOUSE.  AND IS
 MJ1106'SET 12 INCHES UNDERGROUND.
 MJ1106'
 MJ1106'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MJ1106'BRONZE DISKS SET IN CONCRETE.
 MJ1106'
 MJ1106'REFERENCE MARK NO. 1 IS E OF THE STATION.  1/2 FOOT W OF THE
 MJ1106'E FENCE OF THE GROVE.  150.00 FEET NE OF REFERENCE MARK
 MJ1106'NO. 2.  AND IS SET FLUSH.
 MJ1106'
 MJ1106'REFERENCE MARK NO. 2 IS S OF THE STATION.  1/2 FOOT N OF THE
 MJ1106'S FENCE OF THE GROVE.  24 FEET W OF AN OLD SHED.  AND IS SET
 MJ1106'FLUSH.
 MJ1106'
 MJ1106'THE AZIMUTH MARK IS W OF THE STATION.  1/2 FOOT E OF THE E
 MJ1106'RIGHT-OF-WAY FENCE OF A N-S ROAD.  30 YARDS NE OF A BARN.
 MJ1106'50 YARDS SE OF A FARMHOUSE.  100 YARDS S OF A CROSSROADS.
 MJ1106'AND PROJECTS 2 INCHES.
 MJ1106'
 MJ1106'TO REACH FROM PRESCOTT.  GO N 0.35 MILE, E 4 MILES, N 1 MILE,
 MJ1106'AND E 0.35 MILE TO MR. DOUGHERTYS HOUSE AND THE STATION.
 MJ1106'
 MJ1106'ALL LIGHTS COME INTO VIEW AT 64 FEET.
 MJ1106
 MJ1106                          STATION RECOVERY (1958)
 MJ1106
 MJ1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MJ1106'THE STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 MJ1106'REFERENCE MARK 1 SHOWED INDICATIONS OF HAVING BEEN DISTURBED
 MJ1106'BY MACHINERY AND DID NOT CHECK EITHER IN DISTANCE OR DIRECTION.
 MJ1106'DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED.  THE AZIMUTH
 MJ1106'MARK WAS SEARCHED FOR BUT COULD NOT BE FOUND.  THE BARN
 MJ1106'AND THE FARM HOUSE MENTIONED IN THE DESCRIPTION OF THE AZIMUTH
 MJ1106'MARK ARE GONE AND THE ONLY REFERENCE POINTS WERE 100 YARDS
 MJ1106'SOUTH OF CROSSROADS AND 1/2 FOOT EAST OF FENCE.  IT IS
 MJ1106'BELIEVED THE AZIMUTH MARK IS LOST.  TWO NEW REFERENCE MARKS
 MJ1106'AND A NEW AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  THE
 MJ1106'TO REACH IS NOW INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 MJ1106'
 MJ1106'ABOUT 5 MILES EAST-NORTHEAST OF PRESCOTT IN THE NORTHWEST
 MJ1106'1/4 SECTION 14, T 72N, R 32 W ON LAND OWNED BY MR. E.N.
 MJ1106'DOUGHERTY WHO LIVES IN CRESTON.  IN A SMALL GROVE AND HOG
 MJ1106'LOT SOUTHWEST OF MR. DOUGHERTYS HOUSE, 162 FEET SOUTH-SOUTHWEST
 MJ1106'OF THE SOUTHWEST CORNER OF THE HOUSE, 150 FEET SOUTHWEST
 MJ1106'OF THE SOUTHWEST CORNER OF A GARAGE, 36 FEET WEST OF THE
 MJ1106'RANGE OF THE WEST SIDE OF THE HOUSE, 12 INCHES UNDERGROUND
 MJ1106'MARKED ACCORDING TO SURFACE AND UNDERGROUND, AND
 MJ1106'THE DISK IS STAMPED DOUGHERTY 1934.
 MJ1106'
 MJ1106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34
 MJ1106'AND STATE HIGHWAY 25 AT THE SOUTHWEST CORNER OF A ROADSIDE
 MJ1106'PARK IN THE SOUTHWEST SECTION OF CRESTON, GO SOUTHWEST ON
 MJ1106'HIGHWAY 34 FOR 0.6 MILE TO A PAVED ROAD WEST.  TURN RIGHT
 MJ1106'AND GO WEST ON THE PAVED ROAD FOR 2.45 MILES TO A GRAVELED
 MJ1106'CROSSROAD.  CONTINUE WEST ON THE PAVED ROAD FOR 1.55 MILES
 MJ1106'TO THE END OF PAVEMENT.  CONTINUE WEST ON GRAVELED ROAD FOR
 MJ1106'0.15 MILE TO A Y-FORK.  KEEP LEFT FORK AND GO WEST FOR 0.8
 MJ1106'MILE TO A BRIDGE OVER RAILROAD, CROSS BRIDGE AND CONTINUE WEST
 MJ1106'FOR 2.05 MILES TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO
 MJ1106'SOUTH ON THE DRIVEWAY FOR 0.05 MILE TO A WOODEN GATE.
 MJ1106'PASS THROUGH GATE AND GO WEST ACROSS HOG LOT TO THE MARK
 MJ1106'AT THE WEST EDGE OF LOT.
 MJ1106'
 MJ1106'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON THE
 MJ1106'GRAVELED ROAD FOR 0.35 MILE TO A GRAVELED CROSSROAD.  TURN
 MJ1106'LEFT AND GO SOUTH FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 MJ1106'
 MJ1106'ALL FOUR REFERENCE MARKS ARE MARKED
 MJ1106'AND THE AZIMUTH MARK IS MARKED.
 MJ1106'
 MJ1106'REFERENCE MARK 1 IS 150.00 FEET NORTHEAST OF REFERENCE MARK
 MJ1106'2, 1/2 FOOT WEST OF THE EAST FENCE OF THE GROVE, IT IS SET FLUSH
 MJ1106'AND THE DISK IS STAMPED DOUGHERTY NO 1 1934.
 MJ1106'
 MJ1106'REFERENCE MARK 2 IS 24 FEET WEST OF A SHED, 1/2 FOOT NORTH
 MJ1106'OF SOUTH FENCE OF THE GROVE, IT IS SET FLUSH AND THE DISK IS
 MJ1106'STAMPED DOUGHERTY NO 2 1934.
 MJ1106'
 MJ1106'REFERENCE MARK 3 IS 56 FEET WEST OF A WEST GATE POST, 42 FEET
 MJ1106'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME CHICKEN HOUSE, 6
 MJ1106'INCHES SOUTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE
 MJ1106'DISK IS STAMPED DOUGHERTY NO 3 1934.
 MJ1106'
 MJ1106'REFERENCE MARK 4 IS 111 FEET SOUTH OF A WIRE FENCE, 105 FEET
 MJ1106'SOUTHEAST OF A WHITE WITNESS POST, 56 FEET EAST OF AN EAST
 MJ1106'GATE POST AND 6 INCHES NORTH OF A WIRE FENCE.  THE MONUMENT
 MJ1106'PROJECTS 4 INCHES AND THE DISK IS STAMPED DOUGHERTY NO 4
 MJ1106'1934.
 MJ1106'
 MJ1106'THE AZIMUTH MARK IS 32 FEET WEST OF THE CENTERLINE OF A GRAVELED
 MJ1106'ROAD, 1 FOOT NORTH OF A WHITE WITNESS POST, 1 FOOT SOUTH OF
 MJ1106'A SOUTH GATE POST AND 6 INCHES EAST OF A WIRE FENCE.  THE
 MJ1106'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED DOUGHERTY
 MJ1106'1934 RESET 1958.
 MJ1106'
 MJ1106'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MJ1106
 MJ1106                          STATION RECOVERY (1976)
 MJ1106
 MJ1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 MJ1106'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK 1958
 MJ1106'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD
 MJ1106'CONSTRUCTION AT THE SITE OF THE AZIMUTH MARK 1958 THE MARK WOULD BE
 MJ1106'DESTROYED.  AZIMUTH MARK 3 WAS ESTABLISHED THIS DATE AND AFTER
 MJ1106'OBSERVATIONS THE AZIMUTH MARK 1958 WAS DESTROYED.  DUE TO STATION
 MJ1106'IN A HOG LOT THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS
 MJ1106'COULD NOT BE CHECKED, HOWEVER A ROUGH MEASUREMENT FROM THE
 MJ1106'REFERENCE MARKS TO THE STATION MARK WAS MADE TO LOCATE THE STATION
 MJ1106'MARK.  REFERENCE MARKS 1 AND 2 WERE NOT FOUND.  DUE TO CHANGES IN
 MJ1106'THE AREA A NEW COMPLETE DESCRIPTION FOLLOWS--
 MJ1106'
 MJ1106'THE STATION IS LOCATED ABOUT 5 MILES EAST-NORTHEAST OF A PRESCOTT
 MJ1106'AND 5 MILES NORTHEAST OF SPRINGTOWN, NEAR THE NORTHEAST CORNER OF
 MJ1106'THE NORTHWEST QUARTER OF SEC. 15, T 72 N, R 32 W, IN A HOG LOT IN A
 MJ1106'FARM YARD OWNED BY VERA DOUGHERTY, CRESTON, IOWA.
 MJ1106'
 MJ1106'TO REACH THE STATION FROM THE SMALL SETTLEMENT OF SPRINGTOWN, GO
 MJ1106'NORTH ON EAST ON US HIGHWAY 34 FOR 2.0 MILES TO A CROSSROAD, TURN
 MJ1106'LEFT AND GO NORTH ON GRAVELED ROAD FOR 4.35 MILES TO THE AZIMUTH
 MJ1106'MARK 3 ON THE LEFT, CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.05
 MJ1106'MILE TO A CROSSROAD, TURN RIGHT AND GO EAST ON A GRAVELED
 MJ1106'ROAD FOR 0.35 MILE TO DRIVEWAY INTO FARM YARD ON THE RIGHT, TURN
 MJ1106'RIGHT AND GO SOUTHERLY INTO FARMYARD TO BUILDINGS AND THE STATION AS
 MJ1106'DESCRIBED.
 MJ1106'
 MJ1106'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED DOUGHERTY 1934,
 MJ1106'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 12 INCHES
 MJ1106'BELOW THE GROUND SURFACE.  IT IS 63 FEET NORTHWEST OF THE SOUTHWEST
 MJ1106'CORNER OF A BARN, 56 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER
 MJ1106'OF THE BARN, 52 FEET SOUTHWEST OF THE WEST END GATE POST AT
 MJ1106'ENTRANCE INTO BARN LOT, 42 FEET SOUTH OF A CORNER FENCE POST, 4
 MJ1106'FEET SOUTHEAST OF A T-FENCE CORNER AND 3 FEET EAST OF A NORTH-SOUTH
 MJ1106'FENCE.  THE UNDERGROUND STATION MARK DISK WAS NOT INSPECTED
 MJ1106'THIS DATE.
 MJ1106'
 MJ1106'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DOUGHERTY NO 3 1934, SET
 MJ1106'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 MJ1106'ABOVE THE GROUND SURFACE.  IT IS 44 FEET EAST OF THE EAST END GATE
 MJ1106'POST, 42 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE BARN AND 28
 MJ1106'FEET NORTHWEST OF THE NORTHEAST CORNER OF THE BARN.
 MJ1106'
 MJ1106'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DOUGHERTY NO 4 1934, SET
 MJ1106'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH
 MJ1106'ABOVE THE GROUND SURFACE.  IT IS 58 FEET SOUTHWEST OF THE SOUTHEAST
 MJ1106'CORNER OF THE BARN, 50 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 MJ1106'THE BARN AND 1 FOOT NORTH OF AN EAST-WEST FENCE OF THE BARN LOT.
 MJ1106'
 MJ1106'AZIMUTH MARK 3 IS A STANDARD DISK STAMPED DOUGHERTY 1934 AZ 3 1976,
 MJ1106'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH
 MJ1106'THE GROUND SURFACE.  IT IS 67 FEET WEST OF THE CENTER OF THE
 MJ1106'NORTH-SOUTH GRAVELED ROAD AND 1.5 FEET NORTH OF A METAL WITNESS
 MJ1106'POST.
 MJ1106'
 MJ1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES ENE OF
 MJ1106'PRESCOTT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0558 ***********************************************************************
 NL0558  DESIGNATION -  DOUGLAS
 NL0558  PID         -  NL0558
 NL0558  STATE/COUNTY-  IA/SAC
 NL0558  USGS QUAD   -  NEWELL WEST (1979)
 NL0558
 NL0558                         *CURRENT SURVEY CONTROL
 NL0558  ___________________________________________________________________
 NL0558* NAD 83(1996)-  42 31 57.27472(N)    095 00 04.19246(W)     ADJUSTED  
 NL0558* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 NL0558  ___________________________________________________________________
 NL0558  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 NL0558  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 NL0558
 NL0558  HORZ ORDER  -  SECOND
 NL0558
 NL0558.The horizontal coordinates were established by classical geodetic methods
 NL0558.and adjusted by the National Geodetic Survey in May 1999..
 NL0558
 NL0558.The orthometric height was scaled from a topographic map.
 NL0558
 NL0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0558
 NL0558.The geoid height was determined by GEOID03.
 NL0558
 NL0558;                    North         East     Units Scale Factor Converg.
 NL0558;SPC IA N     - 1,115,789.501 1,376,682.706   MT  0.99994813   -1 01 02.7
 NL0558;UTM  15      - 4,710,850.905   335,654.492   MT  0.99993232   -1 21 11.2
 NL0558
 NL0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0558!SPC IA N     -   0.99994301  x   0.99994813  =   0.99989114
 NL0558!UTM  15      -   0.99994301  x   0.99993232  =   0.99987534
 NL0558
 NL0558:                Primary Azimuth Mark                     Grid Az
 NL0558:SPC IA N     -  FONDA OUR LADY GOOD COUNSEL CH           066 12 38.2
 NL0558:UTM  15      -  FONDA OUR LADY GOOD COUNSEL CH           066 32 46.7
 NL0558
 NL0558|---------------------------------------------------------------------|
 NL0558| PID    Reference Object                     Distance      Geod. Az  |
 NL0558|                                                           dddmmss.s |
 NL0558| NL0882 FONDA OUR LADY GOOD COUNSEL CH      APPROX.14.0 KM 0651135.5 |
 NL0558| NL0888 FONDA MUNICIPAL TANK                APPROX.13.7 KM 0674419.4 |
 NL0558| NL0848 LYTTON MUNICIPAL TANK               APPROX.16.8 KM 1360437.2 |
 NL0558| NL0850 LYTTON COOP CREAMERY ASSN STK       APPROX.17.0 KM 1362358.5 |
 NL0558| CO3001 DOUGLAS RM 1                         27.088 METERS 14137     |
 NL0558| CO3002 DOUGLAS RM 2                         28.622 METERS 22252     |
 NL0558| CO3000 DOUGLAS AZ MK                                      2690737.3 |
 NL0558| NL0557 NEWELL MUNICIPAL TANK               APPROX. 8.1 KM 3594249.4 |
 NL0558|---------------------------------------------------------------------|
 NL0558
 NL0558                          SUPERSEDED SURVEY CONTROL
 NL0558
 NL0558  NAD 83(1996)-  42 31 57.27450(N)    095 00 04.19283(W) AD(       ) 2
 NL0558  NAD 83(1986)-  42 31 57.27215(N)    095 00 04.19169(W) AD(       ) 2
 NL0558  NAD 27      -  42 31 57.34600(N)    095 00 03.23300(W) AD(       ) 2
 NL0558
 NL0558.Superseded values are not recommended for survey control.
 NL0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0558.See file dsdata.txt to determine how the superseded data were derived.
 NL0558
 NL0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH3565410851(NAD 83)
 NL0558_MARKER: DS = TRIANGULATION STATION DISK
 NL0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0558
 NL0558  HISTORY     - Date     Condition        Report By
 NL0558  HISTORY     - 1950     MONUMENTED       CGS
 NL0558
 NL0558                          STATION DESCRIPTION
 NL0558
 NL0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0558'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF THE TOWN OF
 NL0558'NEWELL, 4-1/2 MILES EAST-NORTHEAST OF NEMAHA AND ALONG THE
 NL0558'NORTH SIDE OF A GRAVELED ROAD, AT THE ENTRANCE TO MR. HAROLD
 NL0558'PULLENS FARM HOME.  IT IS 74 FEET SOUTHEAST OF THE SOUTHEAST
 NL0558'CORNER OF THE HOUSE, 31.6 FEET NORTH OF THE CENTERLINE OF
 NL0558'THE ROAD AND 19 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY.
 NL0558'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 NL0558'DISK IS STAMPED DOUGLAS 1950.
 NL0558'
 NL0558'REFERENCE MARK NO. 1 IS 37 FEET SOUTH OF THE CENTERLINE OF THE
 NL0558'ROAD, 5.3 FEET EAST OF A POWERLINE POLE AND 1 FOOT NORTH OF THE
 NL0558'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NL0558'IS STAMPED DOUGLAS NO1 1950.
 NL0558'
 NL0558'REFERENCE MARK NO. 2 IS 38 FEET SOUTH OF THE CENTERLINE OF
 NL0558'THE ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE
 NL0558'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DOUGLAS NO2
 NL0558'1950.
 NL0558'
 NL0558'AZIMUTH MARK IS 86 FEET EAST OF THE CENTERLINE OF A NORTH
 NL0558'AND SOUTH ROAD, 46.4 FEET EAST OF A FENCE CORNER, 38 FEET
 NL0558'SOUTH OF THE CENTERLINE OF THE EAST AND WEST ROAD AND 1 FOOT
 NL0558'NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES
 NL0558'AND THE DISK IS STAMPED DOUGLAS 1950.
 NL0558'
 NL0558'TO REACH FROM THE POST OFFICE IN NEMAHA, GO EAST AND NORTH
 NL0558'0.35 MILE TO COUNTY ROUTE B, TURN RIGHT (EAST) ON ROUTE B
 NL0558'3.75 MILES TO CROSSROADS, TURN LEFT (NORTH) 1.0 MILE TO
 NL0558'CROSSROADS, TURN RIGHT (EAST) 0.65 MILE TO MR. HAROLDS HOME
 NL0558'ON THE LEFT AND THE STATION AS DESCRIBED.
 NL0558'
 NL0558'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.6 MILE
 NL0558'TO THE MARK ON THE LEFT JUST BEFORE REACHING CROSSROAD.
 NL0558'
 NL0558'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1094 ***********************************************************************
 MJ1094  DESIGNATION -  DOUGLAS RESET
 MJ1094  PID         -  MJ1094
 MJ1094  STATE/COUNTY-  IA/UNION
 MJ1094  USGS QUAD   -  CRESTON WEST (1981)
 MJ1094
 MJ1094                         *CURRENT SURVEY CONTROL
 MJ1094  ___________________________________________________________________
 MJ1094* NAD 83(1996)-  41 00 41.62263(N)    094 25 11.99098(W)     ADJUSTED  
 MJ1094* NAVD 88     -       396.1    (meters)    1300.     (feet)  VERTCON   
 MJ1094  ___________________________________________________________________
 MJ1094  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 MJ1094  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 MJ1094
 MJ1094  HORZ ORDER  -  SECOND
 MJ1094
 MJ1094.The horizontal coordinates were established by classical geodetic methods
 MJ1094.and adjusted by the National Geodetic Survey in May 1999..
 MJ1094
 MJ1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1094
 MJ1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1094
 MJ1094.The geoid height was determined by GEOID03.
 MJ1094
 MJ1094;                    North         East     Units Scale Factor Converg.
 MJ1094;SPC IA S     -   112,741.342   422,614.386   MT  0.99995380   -0 36 21.6
 MJ1094;UTM  15      - 4,541,011.602   380,595.186   MT  0.99977548   -0 55 54.9
 MJ1094
 MJ1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1094!SPC IA S     -   0.99994269  x   0.99995380  =   0.99989649
 MJ1094!UTM  15      -   0.99994269  x   0.99977548  =   0.99971818
 MJ1094
 MJ1094|---------------------------------------------------------------------|
 MJ1094| PID    Reference Object                     Distance      Geod. Az  |
 MJ1094|                                                           dddmmss.s |
 MJ1094| CL6419 DOUGLAS RM 3                         10.404 METERS 00552     |
 MJ1094| MJ1093 CRESTON RADIO STA KSIB MAST         APPROX. 3.6 KM 0365104.7 |
 MJ1094| MJ1090 CRESTON FARMERS COOP ELEVATOR       APPROX. 6.8 KM 0424152.5 |
 MJ1094| MJ1088 CRESTON MUNICIPAL TANK              APPROX. 7.2 KM 0443919.6 |
 MJ1094| MJ1095 DOUGLAS AZ MK                       APPROX. 0.5 KM 1872122.5 |
 MJ1094| CL6418 DOUGLAS RM 2                         14.470 METERS 22546     |
 MJ1094| CL6417 DOUGLAS RM 1                          6.908 METERS 29953     |
 MJ1094|---------------------------------------------------------------------|
 MJ1094
 MJ1094                          SUPERSEDED SURVEY CONTROL
 MJ1094
 MJ1094  NAD 83(1986)-  41 00 41.62301(N)    094 25 12.01957(W) AD(       ) 2
 MJ1094  NAD 27      -  41 00 41.66520(N)    094 25 11.16240(W) AD(       ) 2
 MJ1094  NGVD 29 (07/19/86)  396.0    (m)         1299.     (f) VERT ANG       
 MJ1094
 MJ1094.Superseded values are not recommended for survey control.
 MJ1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1094.See file dsdata.txt to determine how the superseded data were derived.
 MJ1094
 MJ1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF8059541012(NAD 83)
 MJ1094_MARKER: DS = TRIANGULATION STATION DISK
 MJ1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1094_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 MJ1094
 MJ1094  HISTORY     - Date     Condition        Report By
 MJ1094  HISTORY     - 1958     MONUMENTED       CGS
 MJ1094  HISTORY     - 1977     MARK NOT FOUND   NGS
 MJ1094  HISTORY     - 1979     GOOD             NGS
 MJ1094
 MJ1094                          STATION DESCRIPTION
 MJ1094
 MJ1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MJ1094'THE STATION IS ABOUT 11-1/2 MILES EAST OF PRESCOTT, ABOUT 5 MILES
 MJ1094'NORTHEAST OF KENT, ABOUT 5 MILES SOUTHWEST OF CRESTON AND ON THE
 MJ1094'PROPERTY OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD.  IT
 MJ1094'IS 134 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 34, 48
 MJ1094'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD, 44 FEET
 MJ1094'NORTHEAST OF A TELEPHONE POLE, 8 FEET SOUTHWEST OF A WHITE
 MJ1094'WITNESS POST AND 3 FEET WEST OF A FENCE.  THE MONUMENT IS FLUSH
 MJ1094'AND THE DISK IS STAMPED DOUGLAS 1958.
 MJ1094'
 MJ1094'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 MJ1094'STATE HIGHWAY 25 AT THE SOUTHWEST EDGE OF CRESTON, GO SOUTHWEST ON
 MJ1094'U.S. HIGHWAY 34 FOR 3.5 MILES TO THE STATION ON THE LEFT SIDE OF
 MJ1094'THE ROAD.
 MJ1094'
 MJ1094'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST AND SOUTH
 MJ1094'ON HIGHWAY 34 FOR 0.35 MILE TO A GRAVELED CROSSROAD.  TURN LEFT,
 MJ1094'EAST, FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 MJ1094'
 MJ1094'REFERENCE MARK 1 IS 112 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 MJ1094'OF THE RAILROAD, 35 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 27
 MJ1094'FEET SOUTHWEST OF A WHITE WITNESS POST AND 25 FEET SOUTHWEST OF
 MJ1094'A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DOUGLAS
 MJ1094'NO 1 1958.
 MJ1094'
 MJ1094'REFERENCE MARK 2 IS 47 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 MJ1094'RAILROAD TRACKS, 17 FEET SOUTHEAST OF A TELEPHONE POLE AND 1
 MJ1094'FOOT SOUTHWEST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 MJ1094'IS STAMPED DOUGLAS NO 2 1958.
 MJ1094'
 MJ1094'THE AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 MJ1094'ROAD, 15 FEET NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 5
 MJ1094'FEET EAST OF A POWER POLE, 1 FOOT WEST OF A WHITE WITNESS POST AND
 MJ1094'1 FOOT NORTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 MJ1094'STAMPED DOUGLAS 1958.
 MJ1094'
 MJ1094'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MJ1094
 MJ1094                          STATION RECOVERY (1977)
 MJ1094
 MJ1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MJ1094'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE STATION MARK AND
 MJ1094'REFERNCE MARK 2 CONCRETE MONUMENTS WAS FOUND LYING ON TOP THE GROUND
 MJ1094'AND REFERENCE MARK 1 WAS NOT FOUND.  THE AREA AT THE STATION SITE
 MJ1094'IS NOW UNDER-CULTIVATION WITHIN 25 FEET SOUTH OF THE RAILROAD TRACK
 MJ1094'AND AT THE TIME THE STATION WAS ESTABLISHED THE AREA WAS NOT
 MJ1094'UNDER-CULTIVATION WITH IN 50 FEET OF THE RAILROAD TRACK.
 MJ1094'
 MJ1094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHWEST
 MJ1094'OF CRESTON.
 MJ1094
 MJ1094                          STATION RECOVERY (1979)
 MJ1094
 MJ1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MJ1094'UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 MJ1094'RECOVERED IN GOOD CONDITION.  SURFACE STATION MARK AND REFERENCE MARK
 MJ1094'2 WERE FOUND LYING ON TOP OF THE GROUND.  A NEW SUB-SURFACE STATION
 MJ1094'MARK WAS ESTABLISHED DIRECTLY OVER THE UNDERGROUND MARK AND A
 MJ1094'REFERENCE MARK 3 WAS ESTABLISHED.  THE DISTANCE TO REFERENCE MARK 1
 MJ1094'WAS 0.038 METER LONGER THAN 1958 DATA AND THE DIRECTION WAS 3 MINUTES,
 MJ1094'45 SECONDS SMALLER THAN BEFORE.  THE DIRECTION TO THE CRESTON RADIO
 MJ1094'STATION KSIB MAST WAS 5.8 SECONDS SMALLER THAN 1958 DATA.  STATION
 MJ1094'MARKS ARE NOW IN A CULTIVATED FIELD.  A NEW DESCRIPTION FOLLOWS DUE TO
 MJ1094'VARIOUS DISCREPANCIES IN THE ORIGINAL DESCRIPTION.
 MJ1094'
 MJ1094'STATION IS ABOUT 11 MILES EAST OF PRESCOTT, 5 MILES NORTHEAST OF KENT,
 MJ1094'4 MILES SOUTHWEST OF CRESTON AND ON PROPERTY OWNED BY MR. LA VERNE
 MJ1094'ANDERSON, RURAL ROUTE 1, CRESTON, IOWA 50801, TELEPHONE 782-5002.  THE
 MJ1094'PROPERTY IS PRESENTLY RENTED TO W.J. CIHAK OF RD 4, CRESTON, IOWA,
 MJ1094'TELEPHONE 782-7235.
 MJ1094'
 MJ1094'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND STATE
 MJ1094'HIGHWAY 25 IN CRESTON, GO SOUTHWEST ON THE HIGHWAYS FOR 3.8 MILES TO
 MJ1094'THE STATION ON THE LEFT AT THE CREST OF A HILL.
 MJ1094'
 MJ1094'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON THE
 MJ1094'HIGHWAYS FOR 0.35 MILE TO A GRAVELED CROSSROAD.  TURN LEFT AND GO EAST
 MJ1094'FOR 0.15 MILE TO THE MARK ON THE RIGHT AT A FARM HOUSE.
 MJ1094'
 MJ1094'SUB-SURFACE STATION MARK IS A STANDARD DISK, STAMPED---DOUGLAS 1958
 MJ1094'1979--- SET IN AN IRREGULAR MASS OF CONCRETE, 18 INCHES BELOW THE
 MJ1094'GROUND SURFACE.  UNDERGROUND MARK IS A STANDARD DISK,
 MJ1094'STAMPED---DOUGLAS 1958--- SET IN AN IRREGULAR MASS OF CONCRETE, 42
 MJ1094'INCHES BELOW THE GROUND SURFACE.  MARKS ARE 132.0 FEET SOUTHEAST OF
 MJ1094'THE CENTERLINE OF THE HIGHWAYS, 47.0 FEET SOUTHEAST OF THE SOUTHEAST
 MJ1094'RAIL OF A RAILROAD TRACK, 34.8 FEET SOUTH OF A WITNESS POST AND 22.3
 MJ1094'FEET SOUTHEAST OF A WITNESS POST.
 MJ1094'
 MJ1094'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---DOUGLAS 1958 NO 1---
 MJ1094'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 2 INCHES BELOW THE
 MJ1094'SURFACE.  IT IS 33.5 FEET SOUTHWEST OF A WITNESS POST, 25.0 FEET
 MJ1094'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, AND 1.0 FOOT NORTHEAST
 MJ1094'OF A WITNESS POST.
 MJ1094'
 MJ1094'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---DOUGLAS 1958 NO 3
 MJ1094'1979--- SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3
 MJ1094'INCHES.  IT IS 33.5 FEET NORTHEAST OF A WITNESS POST, 25.3 FEET
 MJ1094'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK AND 1.0 FOOT SOUTHWEST
 MJ1094'OF A WITNESS POST.
 MJ1094'
 MJ1094'AZIMUTH MARK IS A STANDARD DISK, STAMPED---DOUGLAS 1958--- SET IN
 MJ1094'THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 39.5 FEET
 MJ1094'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 15.0 FEET NORTHEAST OF
 MJ1094'THE NORTHEAST CORNER OF A GARAGE, 5.0 FEET EAST OF A POWERLINE POLE,
 MJ1094'1.0 FOOT WEST OF A WITNESS POST AND 1.0 FOOT NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1291 ***********************************************************************
 MJ1291  DESIGNATION -  DOW 2
 MJ1291  PID         -  MJ1291
 MJ1291  STATE/COUNTY-  IA/CRAWFORD
 MJ1291  USGS QUAD   -  DUNLAP NE (1971)
 MJ1291
 MJ1291                         *CURRENT SURVEY CONTROL
 MJ1291  ___________________________________________________________________
 MJ1291* NAD 83(1996)-  41 58 04.14061(N)    095 35 43.63229(W)     ADJUSTED  
 MJ1291* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 MJ1291  ___________________________________________________________________
 MJ1291  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 MJ1291  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 MJ1291
 MJ1291  HORZ ORDER  -  THIRD
 MJ1291
 MJ1291.The horizontal coordinates were established by classical geodetic methods
 MJ1291.and adjusted by the National Geodetic Survey in May 1999..
 MJ1291.No horizontal observational check was made to the station.
 MJ1291
 MJ1291.The orthometric height was scaled from a topographic map.
 MJ1291
 MJ1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1291
 MJ1291.The geoid height was determined by GEOID03.
 MJ1291
 MJ1291;                    North         East     Units Scale Factor Converg.
 MJ1291;SPC IA N     - 1,054,116.317 1,326,317.051   MT  1.00001941   -1 25 12.7
 MJ1291;UTM  15      - 4,649,461.556   284,934.546   MT  1.00016918   -1 44 10.6
 MJ1291
 MJ1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1291!SPC IA N     -   0.99993516  x   1.00001941  =   0.99995457
 MJ1291!UTM  15      -   0.99993516  x   1.00016918  =   1.00010433
 MJ1291
 MJ1291:                Primary Azimuth Mark                     Grid Az
 MJ1291:SPC IA N     -  DOW AZ MK                                002 39 33.4
 MJ1291:UTM  15      -  DOW AZ MK                                002 58 31.3
 MJ1291
 MJ1291|---------------------------------------------------------------------|
 MJ1291| PID    Reference Object                     Distance      Geod. Az  |
 MJ1291|                                                           dddmmss.s |
 MJ1291| MJ1292 DOW AZ MK                           APPROX. 1.3 KM 0011420.7 |
 MJ1291| CL6422 DOW 2 RM 3                           21.228 METERS 11530     |
 MJ1291| MJ1290 DOW                                   9.849 METERS 17138     |
 MJ1291| CL6423 DOW 2 RM 4                           20.232 METERS 17957     |
 MJ1291|---------------------------------------------------------------------|
 MJ1291
 MJ1291                          SUPERSEDED SURVEY CONTROL
 MJ1291
 MJ1291  NAD 83(1996)-  41 58 04.14107(N)    095 35 43.63428(W) AD(       ) 3
 MJ1291  NAD 83(1986)-  41 58 04.14206(N)    095 35 43.63454(W) AD(       ) 3
 MJ1291  NAD 27      -  41 58 04.17983(N)    095 35 42.61621(W) AD(       ) 3
 MJ1291
 MJ1291.Superseded values are not recommended for survey control.
 MJ1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1291.See file dsdata.txt to determine how the superseded data were derived.
 MJ1291
 MJ1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG8493549462(NAD 83)
 MJ1291_MARKER: DS = TRIANGULATION STATION DISK
 MJ1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ1291_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 MJ1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1291+STABILITY: SURFACE MOTION
 MJ1291
 MJ1291  HISTORY     - Date     Condition        Report By
 MJ1291  HISTORY     - 1979     MONUMENTED       NGS
 MJ1291
 MJ1291                          STATION DESCRIPTION
 MJ1291
 MJ1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MJ1291'THE STATION IS ABOUT 7 MILES SOUTH OF CHARTER OAK, 7 MILES NORTH OF
 MJ1291'DUNLAP, 5-1/2 MILES NORTHWEST OF DOW CITY AND ON THE CREST OF A HILL
 MJ1291'ON THE WEST RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD.
 MJ1291'
 MJ1291'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 MJ1291'U.S. HIGHWAY 30 IN DOW CITY, GO WESTERLY ON HIGHWAY 30 FOR 1.85 MILES
 MJ1291'TO A CROSSROAD.  TURN RIGHT AND GO NORTH, THEN WEST, ON A PAVED ROAD
 MJ1291'FOR 1.9 MILES TO A T-ROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD
 MJ1291'FOR 1.85 MILES TO A FORK.  TAKE THE LEFT FORK AND GO WEST ON A
 MJ1291'GRAVELED ROAD FOR 1.85 MILES TO A CURVE TO THE NORTH, CONTINUE NORTH
 MJ1291'FOR 1.2 MILES TO THE CREST OF A HILL AND THE STATION ON THE LEFT.
 MJ1291'
 MJ1291'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 MJ1291'ROAD FOR 0.8 MILE TO A SIDE ROAD RIGHT AND THE MARK IN THE SOUTHEAST
 MJ1291'ANGLE OF THE JUNCTION.
 MJ1291'
 MJ1291'STATION MARKS ARE STANDARD DISKS, STAMPED---DOW 2 1979---.  SURFACE
 MJ1291'DISK IS SET IN A ROUND CONCRETE POST THAT PROJECTS 3 INCHES.  THE
 MJ1291'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 46 INCHES
 MJ1291'BELOW THE SURFACE.  MARKS ARE 83.5 FEET NORTH OF A POWERLINE POLE, 32
 MJ1291'FEET WEST OF THE CENTERLINE OF THE ROAD, 16.5 FEET NORTH OF THE CENTER
 MJ1291'OF A GATE, 2.5 FEET SOUTH OF A WITNESS POST AND 1 FOOT EAST OF A
 MJ1291'FENCE.
 MJ1291'
 MJ1291'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---DOW 2 NO 3 1979--- SET
 MJ1291'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS
 MJ1291'51.5 FEET SOUTH OF THE CENTER OF THE GATE, 32.0 FEET WEST OF THE
 MJ1291'CENTERLINE OF THE ROAD, 17.0 FEET NORTH OF THE POWERLINE POLE, 1.5
 MJ1291'FEET NORTH OF A WITNESS POST AND 1 FOOT EAST OF THE FENCE.
 MJ1291'
 MJ1291'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---DOW 2 NO 4 1979--- SET
 MJ1291'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 83.8 FEET
 MJ1291'NORTHEAST OF THE POWERLINE POLE, 30.0 FEET EAST OF THE CENTERLINE OF
 MJ1291'THE ROAD AND 2.0 FEET NORTH OF A WITNESS POST.
 MJ1291'
 MJ1291'AZIMUTH MARK IS A STANDARD DISK, STAMPED---DOW 1950--- SET IN THE
 MJ1291'TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 52.0 FEET EAST OF
 MJ1291'THE CENTERLINE OF THE GRAVELED ROAD AT THE CENTER OF A SLIGHT CURVE,
 MJ1291'23.0 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 5.0 FEET WEST OF A
 MJ1291'POWERLINE POLE, 4.0 FEET SOUTH OF A WITNESS POST AND 1.5 FEET WEST OF
 MJ1291'A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0607 ***********************************************************************
 NL0607  DESIGNATION -  DOWNEY
 NL0607  PID         -  NL0607
 NL0607  STATE/COUNTY-  IA/CRAWFORD
 NL0607  USGS QUAD   -  BOYER (1980)
 NL0607
 NL0607                         *CURRENT SURVEY CONTROL
 NL0607  ___________________________________________________________________
 NL0607* NAD 83(1996)-  42 10 55.05909(N)    095 08 36.38822(W)     ADJUSTED  
 NL0607* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 NL0607  ___________________________________________________________________
 NL0607  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 NL0607  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 NL0607
 NL0607  HORZ ORDER  -  FIRST
 NL0607
 NL0607.The horizontal coordinates were established by classical geodetic methods
 NL0607.and adjusted by the National Geodetic Survey in May 1999..
 NL0607
 NL0607.The orthometric height was scaled from a topographic map.
 NL0607
 NL0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0607
 NL0607.The geoid height was determined by GEOID03.
 NL0607
 NL0607;                    North         East     Units Scale Factor Converg.
 NL0607;SPC IA N     - 1,077,069.289 1,364,239.368   MT  0.99998107   -1 06 49.8
 NL0607;UTM  15      - 4,672,203.309   322,987.793   MT  0.99998555   -1 26 22.8
 NL0607
 NL0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0607!SPC IA N     -   0.99993397  x   0.99998107  =   0.99991504
 NL0607!UTM  15      -   0.99993397  x   0.99998555  =   0.99991952
 NL0607
 NL0607:                Primary Azimuth Mark                     Grid Az
 NL0607:SPC IA N     -  WALL LAKE MUNICIPAL TANK                 025 18 31.3
 NL0607:UTM  15      -  WALL LAKE MUNICIPAL TANK                 025 38 04.3
 NL0607
 NL0607|---------------------------------------------------------------------|
 NL0607| PID    Reference Object                     Distance      Geod. Az  |
 NL0607|                                                           dddmmss.s |
 NL0607| NL0588 WALL LAKE MUNICIPAL TANK            APPROX.11.0 KM 0241141.5 |
 NL0607| NL0589 LAKE VIEW MUNICIPAL TANK            APPROX.15.7 KM 0271319.5 |
 NL0607| CO3011 DOWNEY RM 1                          24.387 METERS 09741     |
 NL0607| CO3012 DOWNEY RM 2                          23.546 METERS 18104     |
 NL0607| CO3010 DOWNEY AZ MK                                       2510610.7 |
 NL0607| NL0629 ADAMS RANCH WATER TANK              APPROX.16.0 KM 3184413.4 |
 NL0607|---------------------------------------------------------------------|
 NL0607
 NL0607                          SUPERSEDED SURVEY CONTROL
 NL0607
 NL0607  NAD 83(1986)-  42 10 55.05766(N)    095 08 36.39134(W) AD(       ) 1
 NL0607  NAD 27      -  42 10 55.10800(N)    095 08 35.41500(W) AD(       ) 1
 NL0607
 NL0607.Superseded values are not recommended for survey control.
 NL0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0607.See file dsdata.txt to determine how the superseded data were derived.
 NL0607
 NL0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG2298872203(NAD 83)
 NL0607_MARKER: DS = TRIANGULATION STATION DISK
 NL0607_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NL0607
 NL0607  HISTORY     - Date     Condition        Report By
 NL0607  HISTORY     - 1950     MONUMENTED       CGS
 NL0607  HISTORY     - 1973     SEE DESCRIPTION  USGS
 NL0607  HISTORY     - 1974     MARK NOT FOUND   NGS
 NL0607
 NL0607                          STATION DESCRIPTION
 NL0607
 NL0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0607'THE STATION IS LOCATED ABOUT 9 MILES EAST OF THE SMALL TOWN
 NL0607'OF BREDA, 7 MILES SOUTHWEST OF WALL LAKE AND ALONG THE NORTH
 NL0607'SIDE OF COUNTY ROUTE G.  IT IS 116 FEET WEST-NORTHWEST OF A
 NL0607'WIRE GATE, 43.6 FEET NORTH OF THE CENTERLINE OF THE ROAD, 12
 NL0607'FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 10 FEET NORTH OF
 NL0607'A WITNESS POST.  THE MARK IS 18 INCHES BELOW THE SURFACE OF
 NL0607'THE GROUND AND THE DISK IS STAMPED DOWNEY 1950.
 NL0607'
 NL0607'REFERENCE MARK NO. 1 IS 36 FEET WEST OF A WIRE GATE, 33 FEET NORTH
 NL0607'OF THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 NL0607'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NL0607'DOWNEY NO 1 1950.
 NL0607'
 NL0607'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE CENTERLINE OF THE
 NL0607'ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK
 NL0607'PROJECTS 4 INCHES AND THE DISK IS STAMPED DOWNEY NO 2 1950.
 NL0607'
 NL0607'AZIMUTH MARK IS 29 FEET EAST OF THE CENTERLINE OF THE ROAD,
 NL0607'4 FEET NORTH OF A TELEPHONE POLE, 3 FEET NORTH OF A WITNESS
 NL0607'POST AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK
 NL0607'PROJECTS 3 INCHES AND THE DISK IS STAMPED DOWNEY 1950.
 NL0607'
 NL0607'NO. 175 (IA. GEOD. S.) IS 36 FEET NORTH OF THE CENTERLINE OF
 NL0607'THE ROAD AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK
 NL0607'IS A USC AND GS AND STATE SURVEY DISK SET IN A 6 X 6 INCH
 NL0607'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES AND THE DISK IS
 NL0607'STAMPED 175 24.
 NL0607'
 NL0607'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 NL0607'DOWNEY TO NO. 175.  IT IS 11.107 METERS OR 36.44 FEET WEST.
 NL0607'
 NL0607'TO REACH FROM THE RAILROAD STATION IN WALL LAKE, GO SOUTH ON
 NL0607'COUNTY ROUTE A 6.2 MILES TO CROSSROADS, TURN RIGHT (WEST) ON
 NL0607'COUNTY ROUTE G 2.75 MILES TO A WIRE GATE ON THE RIGHT AND
 NL0607'THE STATION 116 FEET WEST.
 NL0607'
 NL0607'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.3 MILE
 NL0607'TO CROSSROADS, TURN LEFT (SOUTH) 0.05 MILE TO A FARM HOUSE ON
 NL0607'THE RIGHT AND THE MARK ON THE LEFT OR EAST SIDE OF THE ROAD.
 NL0607'
 NL0607'A 15 FT. SIGNAL AT WEST SIDE IS V.G.
 NL0607'
 NL0607'A 77 FT. SIGNAL AT SCHLESWIG IS V.G.
 NL0607'
 NL0607'A 77 FT. SIGNAL AT LAKE IS V.G.
 NL0607'
 NL0607'A 77 FT. SIGNAL AT BREDA IS V.G.
 NL0607'
 NL0607'A 4 FT. SIGNAL AT WALL IS V.G.
 NL0607'
 NL0607'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NL0607
 NL0607                          STATION RECOVERY (1973)
 NL0607
 NL0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (DM)
 NL0607'APPARENTLY DESTROYED IN ROAD CONSTRUCTION.
 NL0607
 NL0607                          STATION RECOVERY (1974)
 NL0607
 NL0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NL0607'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 NL0607'SEARCHED FOR AND NOT FOUND.  IT IS BELIEVED THESE MARKS WERE
 NL0607'DESTROYED BY ROAD CONSTRUCTION AS THE PREVIOUS MEASUREMENTS SHOW
 NL0607'THE MARKS TO FALL IN ROAD DITCHES.  A THROUGH SEARCH FOR THE
 NL0607'AZIMUTH MARK WAS NOT MADE AND THE MARK WAS NOT FOUND, HOWEVER
 NL0607'THIS MARK COULD STILL BE INTACT ALONG THE FENCELINE AND IN TALL
 NL0607'GRASS.
 NL0607'
 NL0607'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.0 MILES
 NL0607'SOUTHWEST OF WALL LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0742 ***********************************************************************
 NJ0742  DESIGNATION -  DOWNEY 2
 NJ0742  PID         -  NJ0742
 NJ0742  STATE/COUNTY-  IA/CLAYTON
 NJ0742  USGS QUAD   -  ELKADER (1964)
 NJ0742
 NJ0742                         *CURRENT SURVEY CONTROL
 NJ0742  ___________________________________________________________________
 NJ0742* NAD 83(1996)-  42 48 16.43112(N)    091 24 57.13898(W)     ADJUSTED  
 NJ0742* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 NJ0742  ___________________________________________________________________
 NJ0742  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 NJ0742  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 NJ0742
 NJ0742  HORZ ORDER  -  SECOND
 NJ0742
 NJ0742.The horizontal coordinates were established by classical geodetic methods
 NJ0742.and adjusted by the National Geodetic Survey in May 1999..
 NJ0742
 NJ0742.The orthometric height was scaled from a topographic map.
 NJ0742
 NJ0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0742
 NJ0742.The geoid height was determined by GEOID03.
 NJ0742
 NJ0742;                    North         East     Units Scale Factor Converg.
 NJ0742;SPC IA N     - 1,147,008.286 1,670,453.339   MT  0.99994821   +1 24 45.0
 NJ0742;UTM  15      - 4,740,329.250   629,529.434   MT  0.99980641   +1 04 35.6
 NJ0742
 NJ0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0742!SPC IA N     -   0.99994935  x   0.99994821  =   0.99989756
 NJ0742!UTM  15      -   0.99994935  x   0.99980641  =   0.99975577
 NJ0742
 NJ0742                          SUPERSEDED SURVEY CONTROL
 NJ0742
 NJ0742  NAD 83(1996)-  42 48 16.43109(N)    091 24 57.13877(W) AD(       ) 2
 NJ0742  NAD 83(1986)-  42 48 16.42122(N)    091 24 57.13706(W) AD(       ) 2
 NJ0742  NAD 27      -  42 48 16.46910(N)    091 24 56.63520(W) AD(       ) 2
 NJ0742
 NJ0742.Superseded values are not recommended for survey control.
 NJ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0742.See file dsdata.txt to determine how the superseded data were derived.
 NJ0742
 NJ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2952940329(NAD 83)
 NJ0742_MARKER: DS = TRIANGULATION STATION DISK
 NJ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0742
 NJ0742  HISTORY     - Date     Condition        Report By
 NJ0742  HISTORY     - 1941     MONUMENTED       CGS
 NJ0742
 NJ0742                          STATION DESCRIPTION
 NJ0742
 NJ0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (DEH)
 NJ0742'TRIANGULATION-STATION MARK DOWNEY WAS MOVED, AND IS NOW DOWNEY 2.
 NJ0742'SEE RECOVERY NOTE ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0743 ***********************************************************************
 NJ0743  DESIGNATION -  DOWNEY RESET
 NJ0743  PID         -  NJ0743
 NJ0743  STATE/COUNTY-  IA/CLAYTON
 NJ0743  USGS QUAD   -  ELKADER (1964)
 NJ0743
 NJ0743                         *CURRENT SURVEY CONTROL
 NJ0743  ___________________________________________________________________
 NJ0743* NAD 83(1996)-  42 48 16.20564(N)    091 24 56.79714(W)     ADJUSTED  
 NJ0743* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 NJ0743  ___________________________________________________________________
 NJ0743  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 NJ0743  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 NJ0743
 NJ0743  HORZ ORDER  -  FIRST
 NJ0743
 NJ0743.The horizontal coordinates were established by classical geodetic methods
 NJ0743.and adjusted by the National Geodetic Survey in May 1999..
 NJ0743
 NJ0743.The orthometric height was scaled from a topographic map.
 NJ0743
 NJ0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0743
 NJ0743.The geoid height was determined by GEOID03.
 NJ0743
 NJ0743;                    North         East     Units Scale Factor Converg.
 NJ0743;SPC IA N     - 1,147,001.522 1,670,461.275   MT  0.99994821   +1 24 45.3
 NJ0743;UTM  15      - 4,740,322.441   629,537.329   MT  0.99980644   +1 04 35.9
 NJ0743
 NJ0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0743!SPC IA N     -   0.99994935  x   0.99994821  =   0.99989756
 NJ0743!UTM  15      -   0.99994935  x   0.99980644  =   0.99975580
 NJ0743
 NJ0743|---------------------------------------------------------------------|
 NJ0743| PID    Reference Object                     Distance      Geod. Az  |
 NJ0743|                                                           dddmmss.s |
 NJ0743| NJ0741 DOWNEY RM 1                          19.552 METERS 02543     |
 NJ0743| NJ0702 GARNAVILLO ST PETER EV LUTH CH      APPROX.16.1 KM 0633840.5 |
 NJ0743| NJ0697 GARNAVILLO MUNICIPAL TANK           APPROX.16.4 KM 0641155.7 |
 NJ0743| NJ0701 GARNAVILLO ST PAULS EV LUTH CH      APPROX.16.1 KM 0643540.0 |
 NJ0743| CI6217 DOWNEY AZ MK                                       1314859.1 |
 NJ0743| NJ0802 STRAWBERRY PT EMANUEL LUTH CH       APPROX.16.2 KM 2165429.2 |
 NJ0743| CI6218 DOWNEY RM 2                          30.681 METERS 28128     |
 NJ0743| CI6219 DOWNEY 2 RM 2                        31.227 METERS 29212     |
 NJ0743| NJ0742 DOWNEY 2                             10.428 METERS 31151     |
 NJ0743|---------------------------------------------------------------------|
 NJ0743
 NJ0743                          SUPERSEDED SURVEY CONTROL
 NJ0743
 NJ0743  NAD 83(1996)-  42 48 16.20561(N)    091 24 56.79692(W) AD(       ) 1
 NJ0743  NAD 83(1986)-  42 48 16.19574(N)    091 24 56.79521(W) AD(       ) 1
 NJ0743  NAD 27      -  42 48 16.24370(N)    091 24 56.29320(W) AD(       ) 1
 NJ0743
 NJ0743.Superseded values are not recommended for survey control.
 NJ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0743.See file dsdata.txt to determine how the superseded data were derived.
 NJ0743
 NJ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2953740322(NAD 83)
 NJ0743_MARKER: DS = TRIANGULATION STATION DISK
 NJ0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0743
 NJ0743  HISTORY     - Date     Condition        Report By
 NJ0743  HISTORY     - 1935     MONUMENTED       CGS
 NJ0743  HISTORY     - 1941     SEE DESCRIPTION  LOCENG
 NJ0743  HISTORY     - 1961     GOOD             CGS
 NJ0743  HISTORY     - 1965     GOOD             CGS
 NJ0743
 NJ0743                          STATION DESCRIPTION
 NJ0743
 NJ0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0743'THIS STATION IS ABOUT 3-1/2 MILES S OF ELKADER, ABOUT 8-1/2 MILES
 NJ0743'NW OF ELKPORT, AND ABOUT 6-1/2 MILES E OF VOLGA CITY, NEAR THE
 NJ0743'1/4 CORNER BETWEEN SECS. 3 AND 10, T 92 N, R 5 W, ON THE GROUND OF
 NJ0743'THE DOWNEY SCHOOL, .05 MILE E OF IOWA HIGHWAY 13.  THE STATION
 NJ0743'MARK IS NEAR THE SW CORNER OF THE SCHOOL GROUNDS, 73.1 FEET SW OF
 NJ0743'THE SW CORNER OF SCHOOL BUILDING, 70.5 FEET W OF THE SW
 NJ0743'CORNER OF WOOD SHED, 9 FEET SE OF FENCE LINE AT W SIDE OF
 NJ0743'GROUNDS, 43.5 FEET SSW OF ELM TREE (LARGEST TREE ON
 NJ0743'GROUNDS), 27.5 FEET NE OF NORTHERNMOST OF GROUP OF THREE OAK
 NJ0743'TREES AT SW CORNER OF GROUNDS, 27 FEET N OF N RIGHT-OF-WAY
 NJ0743'FENCE LINE, 47 FEET N OF CENTER LINE OF GRAVEL ROAD.  THE
 NJ0743'MARK IS FLUSH WITH THE GROUND.
 NJ0743'
 NJ0743'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NJ0743'BRONZE DISKS SET IN CONCRETE.
 NJ0743'
 NJ0743'REFERENCE MARK NO. 1 IS NNE OF THE STATION, AT THE E SIDE OF
 NJ0743'FIELD TO W OF SCHOOL GROUNDS, 1 FOOT NW OF FENCE LINE AT W SIDE
 NJ0743'OF GROUNDS, 44 FEET W OF SW CORNER OF SCHOOL.  THE MARK PROJECTS
 NJ0743'6 INCHES.  REFERENCE MARK NO. 2 IS W OF THE STATION AT S SIDE
 NJ0743'OF FIELD TO W OF STATION, 1 FOOT N OF N RIGHT-OF-WAY FENCE
 NJ0743'LINE, 21 FEET N OF CENTER LINE OF ROAD.  THE MARK PROJECTS
 NJ0743'6 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 131.97
 NJ0743'FEET.
 NJ0743'
 NJ0743'THE AZIMUTH MARK IS SE OF THE STATION AT N SIDE OF GRAVEL
 NJ0743'ROAD, AT S EDGE OF CULTIVATED FIELD, 21 FEET N OF CENTER
 NJ0743'LINE OF ROAD, 1 FOOT N OF N RIGHT-OF-WAY FENCE LINE, 0.1 MILE W
 NJ0743'OF ROAD FORKS.  THE MARK PROJECTS 3 INCHES.
 NJ0743'
 NJ0743'TO REACH THE STATION FROM THE JUNCTION OF IOWA ROUTE 10 AND IOWA
 NJ0743'ROUTE 13 IN STRAWBERRY POINT, GO NE ON ROUTE 13, 9.5 MILES
 NJ0743'TO RAILROAD CROSSING IN VILLAGE OF OSBORNE, CONTINUE NE ON
 NJ0743'ROUTE 13, 1.7 MILES TO CROSSROADS, THENCE E ON GRAVEL ROAD 0.05
 NJ0743'MILE TO DOWNEY SCHOOL AND STATION ON N SIDE OF ROAD.  REACHED
 NJ0743'FROM ELKADER BY GOING S ON ROUTE 13 FROM ITS JUNCTION WITH
 NJ0743'IOWA ROUTE 56 FOR 3.95 MILES TO CROSSROADS, THENCE E ON GRAVEL
 NJ0743'ROAD 0.05 MILE TO STATION.
 NJ0743'
 NJ0743'A 100-FOOT SIGNAL AT EDGEWOOD IS VISIBLE AT THE GROUND.
 NJ0743'
 NJ0743'A 74-FOOT SIGNAL AT STRAWBERRY PT. IS VISIBLE AT 50 FEET.
 NJ0743'
 NJ0743'AN 87-FOOT SIGNAL AT YEAROUS IS VISIBLE AT 37 FEET.
 NJ0743'
 NJ0743'A 74-FOOT SIGNAL AT GUY IS VISIBLE AT THE GROUND.
 NJ0743'
 NJ0743'A 100-FOOT SIGNAL AT WALKE 1931 IS VISIBLE AT 50 FEET.
 NJ0743'
 NJ0743'AN 87-FOOT SIGNAL AT COLESBURG IS VISIBLE AT 50 FEET.
 NJ0743'
 NJ0743'A 74-FOOT SIGNAL AT WOOD IS VISIBLE AT 37 FEET.
 NJ0743
 NJ0743                          STATION RECOVERY (1941)
 NJ0743
 NJ0743'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941 (DEH)
 NJ0743'LETTER OF MR. DAVID E. HOOVER, COUNTY ENGINEER, ELKADER, IOWA,
 NJ0743'DATED JANUARY 17, 1941--
 NJ0743'
 NJ0743'DUE TO HIGHWAY CONSTRUCTION, IT WAS NECESSARY TO MOVE THE
 NJ0743'TRIANGULATION-STATION MARK, REFERENCE MARK 2, AND THE AZIMUTH
 NJ0743'MARK.  THE TRIANGULATION-STATION SURFACE MARKER WAS MOVED ON LINE
 NJ0743'OF THE AZIMUTH AND OLD STATION MARK 34.218 FT. FARTHER FROM THE
 NJ0743'AZIMUTH MARK.  THE NEW LOCATION, DOWNEY 2, IS SET IN CONCRETE
 NJ0743'AND IS NW OF THE OLD LOCATION IN THE NEW FENCE LINE.  THE
 NJ0743'SUBSURFACE MARK WAS NOT DISTURBED.  THE NEW AZIMUTH MARK,
 NJ0743'STAMPED DOWNEY 2 1940 WAS SET ON LINE FROM THE STATION TO THE
 NJ0743'OLD AZIMUTH MARK, 69.120 FT. FARTHER FROM THE STATION.
 NJ0743'THE NEW LOCATION OF THE AZIMUTH MARK IS SE OF THE OLD MARK
 NJ0743'IN THE NEW FENCE LINE.  THE NEW REFERENCE MARK, STAMPED
 NJ0743'DOWNEY 2 NO 2 1940, WAS SET 19.145 FT. N OF THE OLD REFERENCE
 NJ0743'MARK IN THE NEW FENCE LINE.
 NJ0743'
 NJ0743'THE FOLLOWING STANDARD DISKS WERE RECEIVED 21 JANUARY 1941--
 NJ0743'
 NJ0743'AZIMUTH MARK STAMPED DOWNEY 1935.
 NJ0743'
 NJ0743'REFERENCE MARK STAMPED DOWNEY NO 2 1935.
 NJ0743
 NJ0743                          STATION RECOVERY (1961)
 NJ0743
 NJ0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0743'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 WERE RECOVERED
 NJ0743'AND FOUND IN GOOD CONDITION AT THIS TIME.  REFERENCE MARK 2,
 NJ0743'THE AZIMUTH MARK AND DOWNEY 2 WERE RESET BY A COUNTY ENGINEER
 NJ0743'IN 1940.  A TOP STATION MARK WAS SET OVER THE UNDERGROUND MARK
 NJ0743'AT THIS TIME.  NO CHECK COULD BE MADE OF THE 1940 WORK AT
 NJ0743'THIS TIME.  THE TOWER HAD TO BE BUILT OVER REFERENCE MARK
 NJ0743'1 AT THIS TIME DUE TO POWER LINES OVER THE STATION.
 NJ0743'
 NJ0743'THE STATION IS ABOUT 3-1/2 MILES SOUTH OF ELKADER, 8-1/2
 NJ0743'MILES NORTHWEST OF ELPORT, NEAR THE 1/4 OF SEC. 2 AND 10, T-92-N,
 NJ0743'R-5-W, AND ON PROPERTY OF MR. FLOYD LEUCHTENMACHER.  IT IS
 NJ0743'56 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 NJ0743'BUILDING, 40 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED
 NJ0743'ROAD AND 6 FEET NORTHWEST OF A FENCE CORNER.  THE MONUMENT IS 14
 NJ0743'INCHES UNDERGROUND AND THE DISK IS STAMPED DOWNEY 1935 1961.
 NJ0743'
 NJ0743'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56
 NJ0743'AND 13 IN ELKADER, GO SOUTH ON HIGHWAY 13 FOR 2.7 MILES TO A
 NJ0743'GRAVELED CROSSROAD, TURN LEFT AND GO EAST ON THE GRAVELED
 NJ0743'ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 NJ0743'
 NJ0743'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EASTERLY
 NJ0743'ON THE GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 NJ0743'LEFT.
 NJ0743'
 NJ0743'REFERENCE MARK 1 IS 64 FEET NORTHEAST OF THE WITNESS POST, 17
 NJ0743'FEET SOUTHEAST OF A LARGE WOODEN POLE WITH A RADIO ANTENNA ON
 NJ0743'THE TOP AND 18 FEET EAST OF THE SOUTHEAST CORNER OF THE BLOCK
 NJ0743'BUILDING.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NJ0743'DOWNEY NO 1 1935.
 NJ0743'
 NJ0743'REFERENCE MARK 2 IS 52 FEET NORTHEAST OF THE CENTERLINE OF THE
 NJ0743'ROAD, 21 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY
 NJ0743'AND 12 FEET NORTHWEST OF A POWER POLE.  THE MONUMENT PROJECTS
 NJ0743'4 INCHES AND THE DISK IS STAMPED DOWNEY 2 NO 2 1940.
 NJ0743'
 NJ0743'THE AZIMUTH MARK IS 27 FEET NORTHEAST OF THE CENTERLINE OF
 NJ0743'THE ROAD, 1 FOOT WEST OF A FENCE AND 1 FOOT NORTHWEST OF A WITNESS
 NJ0743'POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NJ0743'DOWNEY 2 1940.
 NJ0743'
 NJ0743'DOWNEY 2 IS 47 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NJ0743'BLOCK BUILDING, 16 FEET NORTHEAST OF THE CENTERLINE OF THE
 NJ0743'DRIVEWAY, 2 FEET SOUTH OF A WITNESS POST AND IN A
 NJ0743'NORTHWEST-SOUTHEAST FENCELINE.  THE MONUMENT PROJECTS 4 INCHES AND
 NJ0743'THE DISK IS STAMPED DOWNEY 2 1940.
 NJ0743'
 NJ0743'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NJ0743
 NJ0743                          STATION RECOVERY (1965)
 NJ0743
 NJ0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 NJ0743'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 NJ0743'CONDITION.  THE STAMPING ON THE MARKS WAS FOUND TO BE AS DESCRIBED
 NJ0743'IN THE 1961 RECOVERY NOTE.
 NJ0743'
 NJ0743'TO REACH THE STATION FROM ELKADER, FROM THE JUNCTION OF STATE
 NJ0743'HIGHWAYS 13 AND 56, GO SOUTH ON STATE HIGHWAY 56 FOR 3.95 MILES
 NJ0743'TO CROSSROADS, TURN LEFT AND GO EAST FOR 0.1 MILE TO THE STATION
 NJ0743'ON THE LEFT AS DESCRIBED IN 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0741 ***********************************************************************
 NJ0741  DESIGNATION -  DOWNEY RM 1
 NJ0741  PID         -  NJ0741
 NJ0741  STATE/COUNTY-  IA/CLAYTON
 NJ0741  USGS QUAD   -  ELKADER (1964)
 NJ0741
 NJ0741                         *CURRENT SURVEY CONTROL
 NJ0741  ___________________________________________________________________
 NJ0741* NAD 83(1996)-  42 48 16.77649(N)    091 24 56.42373(W)     ADJUSTED  
 NJ0741* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 NJ0741  ___________________________________________________________________
 NJ0741  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 NJ0741  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 NJ0741
 NJ0741  HORZ ORDER  -  SECOND
 NJ0741
 NJ0741.The horizontal coordinates were established by classical geodetic methods
 NJ0741.and adjusted by the National Geodetic Survey in May 1999..
 NJ0741
 NJ0741.The orthometric height was scaled from a topographic map.
 NJ0741
 NJ0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0741
 NJ0741.The geoid height was determined by GEOID03.
 NJ0741
 NJ0741;                    North         East     Units Scale Factor Converg.
 NJ0741;SPC IA N     - 1,147,019.340 1,670,469.322   MT  0.99994822   +1 24 45.5
 NJ0741;UTM  15      - 4,740,340.209   629,545.479   MT  0.99980646   +1 04 36.1
 NJ0741
 NJ0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0741!SPC IA N     -   0.99994935  x   0.99994822  =   0.99989757
 NJ0741!UTM  15      -   0.99994935  x   0.99980646  =   0.99975582
 NJ0741
 NJ0741:                Primary Azimuth Mark                     Grid Az
 NJ0741:SPC IA N     -  DOWNEY AZ MK                             132 34 43.9
 NJ0741:UTM  15      -  DOWNEY AZ MK                             132 54 53.3
 NJ0741
 NJ0741|---------------------------------------------------------------------|
 NJ0741| PID    Reference Object                     Distance      Geod. Az  |
 NJ0741|                                                           dddmmss.s |
 NJ0741| CI6217 DOWNEY AZ MK                                       1335929.4 |
 NJ0741| NJ0743 DOWNEY RESET                         19.552 METERS 20543     |
 NJ0741|---------------------------------------------------------------------|
 NJ0741
 NJ0741                          SUPERSEDED SURVEY CONTROL
 NJ0741
 NJ0741  NAD 83(1996)-  42 48 16.77645(N)    091 24 56.42352(W) AD(       ) 2
 NJ0741  NAD 83(1986)-  42 48 16.76649(N)    091 24 56.42187(W) AD(       ) 2
 NJ0741  NAD 27      -  42 48 16.81460(N)    091 24 55.91980(W) AD(       ) 2
 NJ0741
 NJ0741.Superseded values are not recommended for survey control.
 NJ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0741.See file dsdata.txt to determine how the superseded data were derived.
 NJ0741
 NJ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2954540340(NAD 83)
 NJ0741_MARKER: DS = TRIANGULATION STATION DISK
 NJ0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0741
 NJ0741  HISTORY     - Date     Condition        Report By
 NJ0741  HISTORY     - 1961     MONUMENTED       CGS
 NJ0741
 NJ0741                          STATION DESCRIPTION
 NJ0741
 NJ0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NJ0741'REFERENCE MARK 1 IS 64 FEET NORTHEAST OF THE WITNESS POST, 17
 NJ0741'FEET SOUTHEAST OF A LARGE WOODEN POLE WITH A RADIO ANTENNA ON
 NJ0741'THE TOP AND 18 FEET EAST OF THE SOUTHEAST CORNER OF THE BLOCK
 NJ0741'BUILDING.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NJ0741'DOWNEY NO 1 1935.
 NJ0741'
 NJ0741'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56
 NJ0741'AND 13 IN ELKADER, GO SOUTH ON HIGHWAY 13 FOR 2.7 MILES TO A
 NJ0741'GRAVELED CROSSROAD, TURN LEFT AND GO EAST ON THE GRAVELED
 NJ0741'ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0720 ***********************************************************************
 NK0720  DESIGNATION -  DRAKE
 NK0720  PID         -  NK0720
 NK0720  STATE/COUNTY-  IA/HARDIN
 NK0720  USGS QUAD   -  RADCLIFFE (1979)
 NK0720
 NK0720                         *CURRENT SURVEY CONTROL
 NK0720  ___________________________________________________________________
 NK0720* NAD 83(1996)-  42 17 45.20328(N)    093 24 48.46086(W)     ADJUSTED  
 NK0720* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 NK0720  ___________________________________________________________________
 NK0720  LAPLACE CORR-         -18.54  (seconds)                    DEFLEC99
 NK0720  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 NK0720
 NK0720  HORZ ORDER  -  FIRST
 NK0720
 NK0720.The horizontal coordinates were established by classical geodetic methods
 NK0720.and adjusted by the National Geodetic Survey in May 1999..
 NK0720
 NK0720.The orthometric height was scaled from a topographic map.
 NK0720
 NK0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0720
 NK0720.The geoid height was determined by GEOID03.
 NK0720
 NK0720;                    North         East     Units Scale Factor Converg.
 NK0720;SPC IA N     - 1,088,407.956 1,507,136.240   MT  0.99996630   +0 03 31.1
 NK0720;UTM  15      - 4,682,712.138   465,917.176   MT  0.99961429   -0 16 41.7
 NK0720
 NK0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0720!SPC IA N     -   0.99994653  x   0.99996630  =   0.99991283
 NK0720!UTM  15      -   0.99994653  x   0.99961429  =   0.99956084
 NK0720
 NK0720:                Primary Azimuth Mark                     Grid Az
 NK0720:SPC IA N     -  BROER                                    089 46 56.0
 NK0720:UTM  15      -  BROER                                    090 07 08.8
 NK0720
 NK0720|---------------------------------------------------------------------|
 NK0720| PID    Reference Object                     Distance      Geod. Az  |
 NK0720|                                                           dddmmss.s |
 NK0720| NK0700 BROER                               APPROX.17.1 KM 0895027.1 |
 NK0720| NK0702 ZEARING WATER TANK                  APPROX.17.5 KM 1462705.1 |
 NK0720| NK0716 GARDEN CITY LARGE CHIMNEY           APPROX. 5.7 KM 1655314.7 |
 NK0720| NK0715 GARDEN CITY CHURCH STEEPLE          APPROX. 5.6 KM 1661237.5 |
 NK0720|---------------------------------------------------------------------|
 NK0720
 NK0720                          SUPERSEDED SURVEY CONTROL
 NK0720
 NK0720  NAD 83(1996)-  42 17 45.20639(N)    093 24 48.46037(W) AD(       ) 1
 NK0720  NAD 83(1986)-  42 17 45.20804(N)    093 24 48.45669(W) AD(       ) 1
 NK0720  NAD 27      -  42 17 45.26100(N)    093 24 47.70600(W) AD(       ) 1
 NK0720
 NK0720.Superseded values are not recommended for survey control.
 NK0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0720.See file dsdata.txt to determine how the superseded data were derived.
 NK0720
 NK0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG6591782712(NAD 83)
 NK0720_MARKER: DS = TRIANGULATION STATION DISK
 NK0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0720_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0720+STABILITY: SURFACE MOTION
 NK0720
 NK0720  HISTORY     - Date     Condition        Report By
 NK0720  HISTORY     - 1926     MONUMENTED       CGS
 NK0720  HISTORY     - 1934     GOOD             IOWAGS
 NK0720
 NK0720                          STATION DESCRIPTION
 NK0720
 NK0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HWH)
 NK0720'STATION IS ABOUT 6 MILES WEST AND 1 MILE SOUTH OF THE TOWN OF
 NK0720'HUBBARD, AND 1 MILE SOUTH AND 1 MILE EAST OF THE TOWN OF
 NK0720'RADCLIFFE, IOWA, ON THE SOUTH SIDE OF THE PUBLIC ROAD, ON THE
 NK0720'NORTH SIDE OF SEC. 4, T. 86 N., R. 22 W., ON LAND OWNED BY
 NK0720'MRS. CARRIE R. DRAKE AND FARMED BY A TENANT.  THE STATION IS
 NK0720'ABOUT 350 METERS EAST OF THE FIRST LINE OF TREES IN THE PINE
 NK0720'GROVE ON THE WEST SIDE OF THE SECTION LINE.  MARK IS ABOUT 5
 NK0720'METERS SOUTH OF THE SOUTH FENCE LINE OF THE ROAD, AND ABOUT
 NK0720'1 FOOT BELOW SURFACE OF GROUND.
 NK0720'
 NK0720'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NK0720'DISKS SET IN CONCRETE.
 NK0720'
 NK0720'REFERENCE MARK NO. 1 IS ON THE NORTH SIDE OF THE ROAD, DIRECTLY
 NK0720'OPPOSITE THE STATION, AT THE FENCE LINE, AND PROJECTS ABOUT
 NK0720'4 INCHES ABOVE SURFACE OF GROUND.
 NK0720'
 NK0720'REFERENCE MARK NO. 2 IS AT THE FENCE LINE SOUTH OF THE
 NK0720'ABOVE-MENTIONED ROAD, AT THE INTERSECTION WITH THE FENCE ON THE
 NK0720'SECTION LINE RUNNING NORTH AND SOUTH, AND PROJECTS ABOUT
 NK0720'4 INCHES ABOVE SURFACE OF GROUND.
 NK0720'
 NK0720'ALL MEASUREMENTS ARE SLOPE DISTANCES.  BROER IS VISIBLE FROM
 NK0720'THE GROUND.
 NK0720'
 NK0720'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 NK0720
 NK0720                          STATION RECOVERY (1934)
 NK0720
 NK0720'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 NK0720'MARKS ARE ALL IN GOOD CONDITION.  DESCRIPTION OF STATION
 NK0720'SHOULD READ, - - - - -.  THE STATION IS ABOUT 350 FEET EAST OF THE
 NK0720'FIRST LINE OF TREES IN THE PINE GROVE ON THE WEST SIDE OF THE
 NK0720'CENTER LINE OF SECTION.  MARK IS ABOUT 21 FEET SOUTH OF THE
 NK0720'SOUTH FENCE LINE OF THE ROAD, AND ABOUT 1 FOOT BELOW SURFACE
 NK0720'OF GROUND.
 NK0720'
 NK0720'REFERENCE MARK NO. 1 IS AT THE FENCE LINE ON THE NORTH SIDE OF
 NK0720'THE ROAD, DIRECTLY OPPOSITE THE STATION, AND FLUSH WITH
 NK0720'SURFACE OF GROUND.
 NK0720'
 NK0720'REFERENCE MARK NO. 2 IS AT THE INTERSECTION OF THE NORTH-SOUTH
 NK0720'CENTER LINE OF SECTION 4 WITH THE SOUTH FENCE LINE OF THE
 NK0720'HIGHWAY, 13 FEET WEST OF A FENCE CORNER, AND FLUSH WITH
 NK0720'SURFACE OF GROUND.
 NK0720'
 NK0720'DISTANCE FROM STATION MARK TO REFERENCE MARK NO. 2 IS 337.2
 NK0720'FEET, NOT METERS AS SHOWN IN DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0577 ***********************************************************************
 NL0577  DESIGNATION -  DREWS
 NL0577  PID         -  NL0577
 NL0577  STATE/COUNTY-  IA/IDA
 NL0577  USGS QUAD   -  GALVA (1969)
 NL0577
 NL0577                         *CURRENT SURVEY CONTROL
 NL0577  ___________________________________________________________________
 NL0577* NAD 83(1996)-  42 31 19.79536(N)    095 29 08.05750(W)     ADJUSTED  
 NL0577* NAVD 88     -       432.     (meters)    1417.     (feet)  SCALED    
 NL0577  ___________________________________________________________________
 NL0577  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 NL0577  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 NL0577
 NL0577  HORZ ORDER  -  SECOND
 NL0577
 NL0577.The horizontal coordinates were established by classical geodetic methods
 NL0577.and adjusted by the National Geodetic Survey in May 1999..
 NL0577
 NL0577.The orthometric height was scaled from a topographic map.
 NL0577
 NL0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0577
 NL0577.The geoid height was determined by GEOID03.
 NL0577
 NL0577;                    North         East     Units Scale Factor Converg.
 NL0577;SPC IA N     - 1,115,453.994 1,336,869.030   MT  0.99994858   -1 20 44.6
 NL0577;UTM  15      - 4,710,748.360   295,836.708   MT  1.00011287   -1 40 49.9
 NL0577
 NL0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0577!SPC IA N     -   0.99993662  x   0.99994858  =   0.99988520
 NL0577!UTM  15      -   0.99993662  x   1.00011287  =   1.00004948
 NL0577
 NL0577:                Primary Azimuth Mark                     Grid Az
 NL0577:SPC IA N     -  GALVA MUNICIPAL TANK                     111 50 19.0
 NL0577:UTM  15      -  GALVA MUNICIPAL TANK                     112 10 24.3
 NL0577
 NL0577|---------------------------------------------------------------------|
 NL0577| PID    Reference Object                     Distance      Geod. Az  |
 NL0577|                                                           dddmmss.s |
 NL0577| NL0576 GALVA MUNICIPAL TANK                APPROX. 5.9 KM 1102934.4 |
 NL0577| NL0638 SILVER CREEK ME CHURCH STEEPLE      APPROX.13.5 KM 1402639.7 |
 NL0577| NL0641 HOLSTEIN MUNICIPAL TANK             APPROX. 6.1 KM 2314710.4 |
 NL0577| CO3014 DREWS RM 1                           24.170 METERS 23328     |
 NL0577| CO3013 DREWS AZ MK                                        2504834.3 |
 NL0577| CO3015 DREWS RM 2                           24.270 METERS 30716     |
 NL0577|---------------------------------------------------------------------|
 NL0577
 NL0577                          SUPERSEDED SURVEY CONTROL
 NL0577
 NL0577  NAD 83(1996)-  42 31 19.79552(N)    095 29 08.05740(W) AD(       ) 2
 NL0577  NAD 83(1986)-  42 31 19.79499(N)    095 29 08.05699(W) AD(       ) 2
 NL0577  NAD 27      -  42 31 19.84700(N)    095 29 07.05100(W) AD(       ) 2
 NL0577
 NL0577.Superseded values are not recommended for survey control.
 NL0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0577.See file dsdata.txt to determine how the superseded data were derived.
 NL0577
 NL0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH9583710748(NAD 83)
 NL0577_MARKER: DS = TRIANGULATION STATION DISK
 NL0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0577
 NL0577  HISTORY     - Date     Condition        Report By
 NL0577  HISTORY     - 1950     MONUMENTED       CGS
 NL0577
 NL0577                          STATION DESCRIPTION
 NL0577
 NL0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0577'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST-NORTHWEST OF
 NL0577'GALVA, 4 MILES NORTHEAST OF HOLSTEIN, 0.05 MILE NORTH OF
 NL0577'THE ENTRANCE TO A FARM HOME AND ON THE EAST SIDE OF A GRAVELED
 NL0577'ROAD.  IT IS 34 FEET EAST OF THE CENTERLINE OF THE ROAD,
 NL0577'8.5 FEET NORTH OF A WITNESS POST AND 0.5 FEET WEST OF THE
 NL0577'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 2 INCHES AND THE
 NL0577'DISK IS STAMPED DREWS 1950.
 NL0577'
 NL0577'REFERENCE MARK NO. 1 IS 30 FEET WEST OF THE CENTERLINE OF
 NL0577'THE ROAD AND 0.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.  THE
 NL0577'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DREWS NO1
 NL0577'1950.
 NL0577'
 NL0577'REFERENCE MARK NO. 2 IS 30 FEET WEST OF THE CENTERLINE OF
 NL0577'THE ROAD AND 0.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.  THE
 NL0577'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DREWS NO2
 NL0577'1950.
 NL0577'
 NL0577'AZIMUTH MARK IS 21 FEET EAST OF THE CENTERLINE OF A FARM
 NL0577'DRIVEWAY, 14 FEET SOUTH-SOUTHEAST OF AN OLD SCALE PIT, 13
 NL0577'FEET NORTH OF A FENCE CORNER, 2 FEET SOUTH OF A WITNESS
 NL0577'POST AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 4 INCHES
 NL0577'AND THE DISK IS STAMPED DREWS 1950.
 NL0577'
 NL0577'TO REACH FROM THE RAILROAD STATION IN HOLSTEIN, GO NORTH ON
 NL0577'U.S. HIGHWAY 59, 2.0 MILES TO CROSSROADS, TURN RIGHT (EAST)
 NL0577'ON A GRAVELED ROAD 3.0 MILES TO CROSSROADS, TURN LEFT (NORTH)
 NL0577'0.2 MILE TO THE ENTRANCE TO A FARM HOME, CONTINUE 0.05
 NL0577'MILE TO THE STATION ON THE RIGHT OR EAST SIDE OF ROAD.
 NL0577'
 NL0577'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.25
 NL0577'MILE TO CROSSROADS, TURN RIGHT (WEST) 0.7 MILE TO THE ENTRANCE
 NL0577'TO A FARM HOME ON THE RIGHT AND THE MARK AS DESCRIBED.
 NL0577'
 NL0577'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5750 ***********************************************************************
 AB5750  SACS        -  This is a Secondary Airport Control Station.
 AB5750  DESIGNATION -  DSM ARP
 AB5750  PID         -  AB5750
 AB5750  STATE/COUNTY-  IA/POLK
 AB5750  USGS QUAD   -  DES MOINES SW (1976)
 AB5750
 AB5750                         *CURRENT SURVEY CONTROL
 AB5750  ___________________________________________________________________
 AB5750* NAD 83(1996)-  41 32 09.04458(N)    093 39 32.25248(W)     ADJUSTED  
 AB5750* NAVD 88     -       283.76   (meters)     931.0    (feet)  GPS OBS   
 AB5750  ___________________________________________________________________
 AB5750  X           -    -305,145.097 (meters)                     COMP
 AB5750  Y           -  -4,771,781.391 (meters)                     COMP
 AB5750  Z           -   4,207,320.560 (meters)                     COMP
 AB5750  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 AB5750  ELLIP HEIGHT-         252.47  (meters)          (11/09/01) GPS OBS
 AB5750  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 AB5750
 AB5750  HORZ ORDER  -  FIRST
 AB5750  ELLP ORDER  -  SECOND    CLASS II
 AB5750
 AB5750.This mark is at Des Moines Intl Airport (DSM)
 AB5750
 AB5750.The horizontal coordinates were established by GPS observations
 AB5750.and adjusted by the National Geodetic Survey in November 2001..
 AB5750
 AB5750.The orthometric height was determined by GPS observations and a
 AB5750.high-resolution geoid model.
 AB5750
 AB5750.GPS derived orthometric heights for airport stations designated as
 AB5750.PACS or SACS are published to 2 decimal places.  This maintains
 AB5750.centimeter relative accuracy between the PACS and SACS.  It does
 AB5750.not indicate centimeter accuracy relative to other marks which are
 AB5750.part of the NAVD 88 network.
 AB5750
 AB5750.Photographs are available for this station.
 AB5750
 AB5750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5750
 AB5750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5750
 AB5750.The ellipsoidal height was determined by GPS observations
 AB5750.and is referenced to NAD 83.
 AB5750
 AB5750.The geoid height was determined by GEOID03.
 AB5750
 AB5750;                    North         East     Units Scale Factor Converg.
 AB5750;SPC IA S     -   170,568.007   486,735.318   MT  0.99996542   -0 06 16.9
 AB5750;UTM  15      - 4,598,453.400   445,031.644   MT  0.99963718   -0 26 13.1
 AB5750
 AB5750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5750!SPC IA S     -   0.99996040  x   0.99996542  =   0.99992582
 AB5750!UTM  15      -   0.99996040  x   0.99963718  =   0.99959760
 AB5750
 AB5750                          SUPERSEDED SURVEY CONTROL
 AB5750
 AB5750.No superseded survey control is available for this station.
 AB5750
 AB5750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF4503298453(NAD 83)
 AB5750_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB5750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5750_STAMPING: ARP 1963
 AB5750_MARK LOGO: NOS   
 AB5750_PROJECTION: FLUSH
 AB5750_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5750+STABILITY: SURFACE MOTION
 AB5750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5750+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 AB5750
 AB5750  HISTORY     - Date     Condition        Report By
 AB5750  HISTORY     - 1963     MONUMENTED       NOS
 AB5750  HISTORY     - 19910615 GOOD             NGS
 AB5750  HISTORY     - 20010622 GOOD             NGS
 AB5750  HISTORY     - 20040708 GOOD             NGS
 AB5750
 AB5750                          STATION DESCRIPTION
 AB5750
 AB5750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB5750'THE STATION IS LOCATED NEAR THE CENTER OF THE DES MOINES MUNI AIRPORT
 AB5750'IN A SOD AREA ABOUT 700 FT (213.4 M) NW OF THE INTERSECTION OF RUNWAYS
 AB5750'5/23 AND 12L/30R.  IT IS 153.5 FT (46.8 M) NE OF THE NE EDGE OF RUNWAY
 AB5750'12L/30R, 146.1 FT (44.5 M) NORTH OF THE CENTER OF A 3 FT (0.9 M) X 4
 AB5750'FT (1.2 M) STORM DRAIN, 134.1 FT (40.9 M) SW OF THE SW EDGE OF THE
 AB5750'PARALLEL TAXIWAY, AND 152.1 FT (46.4 M) NE OF THE FOURTH RUNWAY LIGHT
 AB5750'FROM THE RUNWAYS INTERSECTION.  THE STATION IS A STANDARD TOPO DISK
 AB5750'STAMPED ARP 1963 AND SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH
 AB5750'THE GROUND.
 AB5750
 AB5750                          STATION RECOVERY (2001)
 AB5750
 AB5750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 AB5750'ON THE SOUTH SIDE OF THE CITY OF DES MOINES, AT THE DES MOINES
 AB5750'INTERNATIONAL AIRPORT, ON THE NORTH CENTRAL SIDE OF THE AIRPORT
 AB5750'IN A GRASS ISLAND NORTHWEST OF THE INTERSECTION OF RUNWAYS
 AB5750'13L-31R AND 5-23.
 AB5750' 
 AB5750'CONTACT--AIRPORT OPERATIONS--MR KIN MCCOY.  CITY OF DES MOINES,
 AB5750'AVIATION DEPARTMENT, ROOM 207, DES MOINES INTERNATIONAL AIRPORT,
 AB5750'5800 FLEUR DRIVE, DES MOINES, IOWA 50321.
 AB5750'PHONE--515-256-5100 EXT.5001,
 AB5750'FAX--515-256-5025.
 AB5750' 
 AB5750'CONTACT THE AIRPORT AT LEAST 1 WEEK IN ADVANCE WITH SECURITY
 AB5750'INFORMATION AND GENERAL DESCRIPTION OF WHAT YOU WISH TO DO ON
 AB5750'THE AIRPORT.
 AB5750' 
 AB5750'AT THE TIME OF THIS STATIONS OBSERVATION, THE AIRPORT IS GOING
 AB5750'THROUGH MAJOR EXPANSION, THEREFOR, A TOO REACH IS NOT INCLUDED.
 AB5750'CONTACT AIRPORT OPERATIONS FOR ACCESS AND ESCORT TO AIRPORT
 AB5750'STATIONS.
 AB5750' 
 AB5750'THE STATION IS 700 FT (213.4 M) NORTHWEST OF THE INTERSECTION OF
 AB5750'RUNWAYS 5-23 AND 13L-31R.  153 5 FT (46.8 M) NORTHEAST OF THE
 AB5750'NORTHEAST EDGE OF RUNWAY 13L-31R.  134.1 FT (40.9 M) SOUTHWEST OF
 AB5750'THE SOUTWEST EDGE OF TAXIWAY D.
 AB5750' 
 AB5750'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AB5750'(SACS).
 AB5750' 
 AB5750' 
 AB5750'
 AB5750
 AB5750                          STATION RECOVERY (2004)
 AB5750
 AB5750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DJA)
 AB5750'RECOVERED AS DESCRIBED.  VCP 07/08/2004
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6051 ***********************************************************************
 AJ6051  PACS        -  This is a Primary Airport Control Station.
 AJ6051  DESIGNATION -  DSM C
 AJ6051  PID         -  AJ6051
 AJ6051  STATE/COUNTY-  IA/POLK
 AJ6051  USGS QUAD   -  DES MOINES SW (1976)
 AJ6051
 AJ6051                         *CURRENT SURVEY CONTROL
 AJ6051  ___________________________________________________________________
 AJ6051* NAD 83(1996)-  41 32 31.03042(N)    093 40 13.73682(W)     ADJUSTED  
 AJ6051* NAVD 88     -       278.15   (meters)     912.6    (feet)  GPS OBS   
 AJ6051  ___________________________________________________________________
 AJ6051  X           -    -306,075.736 (meters)                     COMP
 AJ6051  Y           -  -4,771,266.859 (meters)                     COMP
 AJ6051  Z           -   4,207,824.577 (meters)                     COMP
 AJ6051  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 AJ6051  ELLIP HEIGHT-         246.88  (meters)          (06/15/04) GPS OBS
 AJ6051  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 AJ6051
 AJ6051  HORZ ORDER  -  B
 AJ6051  ELLP ORDER  -  FIRST     CLASS I
 AJ6051
 AJ6051.This mark is at Des Moines Intl Airport (DSM)
 AJ6051
 AJ6051.The horizontal coordinates were established by GPS observations
 AJ6051.and adjusted by the National Geodetic Survey in November 2001..
 AJ6051
 AJ6051.The orthometric height was determined by GPS observations and a
 AJ6051.high-resolution geoid model.
 AJ6051
 AJ6051.GPS derived orthometric heights for airport stations designated as
 AJ6051.PACS or SACS are published to 2 decimal places.  This maintains
 AJ6051.centimeter relative accuracy between the PACS and SACS.  It does
 AJ6051.not indicate centimeter accuracy relative to other marks which are
 AJ6051.part of the NAVD 88 network.
 AJ6051
 AJ6051.Photographs are available for this station.
 AJ6051
 AJ6051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6051
 AJ6051.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6051
 AJ6051.The ellipsoidal height was determined by GPS observations
 AJ6051.and is referenced to NAD 83.
 AJ6051
 AJ6051.The geoid height was determined by GEOID03.
 AJ6051
 AJ6051;                    North         East     Units Scale Factor Converg.
 AJ6051;SPC IA S     -   171,248.093   485,775.051   MT  0.99996605   -0 06 44.3
 AJ6051;UTM  15      - 4,599,138.819   444,075.651   MT  0.99963849   -0 26 40.8
 AJ6051
 AJ6051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6051!SPC IA S     -   0.99996128  x   0.99996605  =   0.99992733
 AJ6051!UTM  15      -   0.99996128  x   0.99963849  =   0.99959978
 AJ6051
 AJ6051                          SUPERSEDED SURVEY CONTROL
 AJ6051
 AJ6051.No superseded survey control is available for this station.
 AJ6051
 AJ6051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF4407699139(NAD 83)
 AJ6051_MARKER: F = FLANGE-ENCASED ROD
 AJ6051_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ6051_STAMPING: DSM C 2001
 AJ6051_MARK LOGO: NGS   
 AJ6051_PROJECTION: RECESSED 5 CENTIMETERS
 AJ6051_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6051+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 AJ6051_ROD/PIPE-DEPTH: 4.1  meters
 AJ6051_SLEEVE-DEPTH  : 0.9 meters
 AJ6051
 AJ6051  HISTORY     - Date     Condition        Report By
 AJ6051  HISTORY     - 20010615 MONUMENTED       NGS
 AJ6051  HISTORY     - 20040708 GOOD             NGS
 AJ6051
 AJ6051                          STATION DESCRIPTION
 AJ6051
 AJ6051'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 AJ6051'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE CITY OF DES
 AJ6051'MOINES, AT THE DES MOINES INTERNATIONAL AIRPORT, ON THE NORTH
 AJ6051'WEST SIDE OF THE AIRPORT JUST EAST OF THE ARRESTING GEAR FOR
 AJ6051'RUNWAY END 13L.
 AJ6051' 
 AJ6051'CONTACT--AIRPORT OPERATIONS--MR KIN MCCOY.  CITY OF DES MOINES,
 AJ6051'AVIATION DEPARTMENT, ROOM 207, DES MOINES INTERNATIONAL AIRPORT,
 AJ6051'5800 FLEUR DRIVE, DES MOINES, IOWA 50321.
 AJ6051'PHONE--515-256-5100 EXT.5001,
 AJ6051'FAX--515-256-5025.
 AJ6051' 
 AJ6051'CONTACT THE AIRPORT AT LEAST 1 WEEK IN ADVANCE WITH SECURITY
 AJ6051'INFORMATION AND GENERAL IDEA OF WHAT YOU WISH TO DO ON THE
 AJ6051'AIRPORT.
 AJ6051' 
 AJ6051'AT THE TIME OF THIS STATIONS SETTING, THE AIRPORT IS GOING THROUGH
 AJ6051'MAJOR EXPANSION, THEREFOR, A TOO REACH IS NOT INCLUDED.  CONTACT
 AJ6051'AIRPORT OPERATIONS FOR ACCESS AND ESCORT TO AIRPORT STATIONS.
 AJ6051' 
 AJ6051'THE STATION IS THE TOP-CENTER OF A STAINLESS STEEL ROD IN A
 AJ6051'GREASED SLEEVE, WITHIN A 0.4 M PVC PIPE ENCASED IN CONCRETE WITH AN
 AJ6051'ALUMINUM NGS COVER STAMPED DSM C 2001.
 AJ6051' 
 AJ6051'THE STATION IS 318.2  FT SOUTHEAST OF THE CENTER OF THE ARRESTING
 AJ6051'GEAR SERVICE ROAD.    152.4 FT SOUTHWEST OF THE EDGE OF THE
 AJ6051'RUNWAY.  87.6 FT  SOUTHEAST OF THE CENTER OF A 2 FT
 AJ6051'CIRCULAR COVER  IN A 4 FT X 4 FT CONCRETE ELECTRICAL ACCESS BOX. 14.5
 AJ6051'FT NORTHEAST OF THE CENTERLINE OF THE SERVICE ROAD.   1.7 FT
 AJ6051'SOUTHWEST OF A CARSONITE WITNESS POST.
 AJ6051' 
 AJ6051'THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION
 AJ6051'(PACS).
 AJ6051' 
 AJ6051' 
 AJ6051'
 AJ6051
 AJ6051                          STATION RECOVERY (2004)
 AJ6051
 AJ6051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DJA)
 AJ6051'RECOVERED AS DESCRIBED.  VCP 07/08/2004
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6052 ***********************************************************************
 AJ6052  SACS        -  This is a Secondary Airport Control Station.
 AJ6052  DESIGNATION -  DSM D
 AJ6052  PID         -  AJ6052
 AJ6052  STATE/COUNTY-  IA/POLK
 AJ6052  USGS QUAD   -  DES MOINES SW (1976)
 AJ6052
 AJ6052                         *CURRENT SURVEY CONTROL
 AJ6052  ___________________________________________________________________
 AJ6052* NAD 83(1996)-  41 31 56.74670(N)    093 39 51.49968(W)     ADJUSTED  
 AJ6052* NAVD 88     -       280.41   (meters)     920.0    (feet)  GPS OBS   
 AJ6052  ___________________________________________________________________
 AJ6052  X           -    -305,606.284 (meters)                     COMP
 AJ6052  Y           -  -4,772,001.459 (meters)                     COMP
 AJ6052  Z           -   4,207,034.321 (meters)                     COMP
 AJ6052  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 AJ6052  ELLIP HEIGHT-         249.12  (meters)          (11/09/01) GPS OBS
 AJ6052  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 AJ6052
 AJ6052  HORZ ORDER  -  FIRST
 AJ6052  ELLP ORDER  -  SECOND    CLASS II
 AJ6052
 AJ6052.This mark is at Des Moines Intl Airport (DSM)
 AJ6052
 AJ6052.The horizontal coordinates were established by GPS observations
 AJ6052.and adjusted by the National Geodetic Survey in November 2001..
 AJ6052
 AJ6052.The orthometric height was determined by GPS observations and a
 AJ6052.high-resolution geoid model.
 AJ6052
 AJ6052.GPS derived orthometric heights for airport stations designated as
 AJ6052.PACS or SACS are published to 2 decimal places.  This maintains
 AJ6052.centimeter relative accuracy between the PACS and SACS.  It does
 AJ6052.not indicate centimeter accuracy relative to other marks which are
 AJ6052.part of the NAVD 88 network.
 AJ6052
 AJ6052.Photographs are available for this station.
 AJ6052
 AJ6052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6052
 AJ6052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6052
 AJ6052.The ellipsoidal height was determined by GPS observations
 AJ6052.and is referenced to NAD 83.
 AJ6052
 AJ6052.The geoid height was determined by GEOID03.
 AJ6052
 AJ6052;                    North         East     Units Scale Factor Converg.
 AJ6052;SPC IA S     -   170,189.446   486,288.456   MT  0.99996508   -0 06 29.6
 AJ6052;UTM  15      - 4,598,077.560   444,582.742   MT  0.99963779   -0 26 25.7
 AJ6052
 AJ6052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6052!SPC IA S     -   0.99996093  x   0.99996508  =   0.99992601
 AJ6052!UTM  15      -   0.99996093  x   0.99963779  =   0.99959873
 AJ6052
 AJ6052                          SUPERSEDED SURVEY CONTROL
 AJ6052
 AJ6052.No superseded survey control is available for this station.
 AJ6052
 AJ6052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF4458398078(NAD 83)
 AJ6052_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ6052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6052_STAMPING: DSM D 2001
 AJ6052_MARK LOGO: NGS   
 AJ6052_PROJECTION: FLUSH
 AJ6052_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6052+STABILITY: SURFACE MOTION
 AJ6052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6052+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 AJ6052
 AJ6052  HISTORY     - Date     Condition        Report By
 AJ6052  HISTORY     - 20010615 MONUMENTED       NGS
 AJ6052  HISTORY     - 20040708 GOOD             NGS
 AJ6052
 AJ6052                          STATION DESCRIPTION
 AJ6052
 AJ6052'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 AJ6052'THIS STATION IS LOCATED ON THE SOUTH SIDE OF THE CITY OF DES MOINES,
 AJ6052'AT THE DES MOINES INTERNATIONAL AIRPORT,  APPROXIMATELY MID-FIELD,
 AJ6052'JUST WEST OF WHERE NEW TAXIWAY E IS BEING BUILT.
 AJ6052' 
 AJ6052'CONTACT--AIRPORT OPERATIONS--MR KIN MCCOY.  CITY OF DES MOINES,
 AJ6052'AVIATION DEPARTMENT, ROOM 207, DES MOINES INTERNATIONAL AIRPORT,
 AJ6052'5800 FLEUR DRIVE, DES MOINES, IOWA 50321.
 AJ6052'PHONE--515-256-5100 EXT.5001,
 AJ6052'FAX--515-256-5025.
 AJ6052' 
 AJ6052'CONTACT THE AIRPORT AT LEAST 1 WEEK IN ADVANCE WITH SECURITY
 AJ6052'INFORMATION AND GENERAL DESCRIPTION OF WHAT YOU WISH TO DO ON
 AJ6052'THE AIRPORT.
 AJ6052' 
 AJ6052'AT THE TIME OF THIS STATIONS SETTING, THE AIRPORT IS GOING THROUGH
 AJ6052'MAJOR EXPANSION, THEREFOR, A TOO REACH IS NOT INCLUDED.  CONTACT
 AJ6052'AIRPORT OPERATIONS FOR ACCESS AND ESCORT TO AIRPORT STATIONS.
 AJ6052' 
 AJ6052'DUE TO CONSTRUCTION AROUND THE STATION, NO MEASUREMENTS ARE
 AJ6052'POSSIBLE.  SEE AIRPORT OPERATION FOR ESCORT TO THIS STATION.
 AJ6052' 
 AJ6052'THE STATION IS AN NGS HORIZONTAL CONTROL DISK  SET INTO A 12 INCH
 AJ6052'DIAMETER POST 4.3 FEET DEEP.
 AJ6052' 
 AJ6052'THE STATION IS  1.4 FT SOUTH OF A CARSONITE WITNESS POST.
 AJ6052' 
 AJ6052'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AJ6052'(SACS).
 AJ6052' 
 AJ6052' 
 AJ6052'
 AJ6052
 AJ6052                          STATION RECOVERY (2004)
 AJ6052
 AJ6052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DJA)
 AJ6052'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 AJ6052' 
 AJ6052'THE STATION IS LOCATED 498 FEET NORTHWEST OF THE NORTH EDGE OF RUNWAY
 AJ6052'5-23, NORTHWEST AND AJACENT TO TAXIWAY P4.  IT IS 98 FEET NORTHWEST OF
 AJ6052'A BERM DROPOFF FROM  THE NORTHWEST SIDE OF THE RUNWAY 5-23 PRIMARY, 44
 AJ6052'FEET NORTHEAST OF A STEEP DROPOFF  TO A CUT VALLEY AND 2.3 FEET
 AJ6052'SOUTHWEST OF A CARSONITE WITNESS POST.  VCP 07/08/2004
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0284 ***********************************************************************
 NJ0284  DESIGNATION -  DUBUQUE
 NJ0284  PID         -  NJ0284
 NJ0284  STATE/COUNTY-  IA/DUBUQUE
 NJ0284  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0284
 NJ0284                         *CURRENT SURVEY CONTROL
 NJ0284  ___________________________________________________________________
 NJ0284* NAD 83(1986)-  42 29 55.     (N)    090 40 00.     (W)     SCALED    
 NJ0284* NAVD 88     -       196.085  (meters)     643.32   (feet)  ADJUSTED  
 NJ0284  ___________________________________________________________________
 NJ0284  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 NJ0284  DYNAMIC HT  -         196.025 (meters)     643.13  (feet)  COMP
 NJ0284  MODELED GRAV-     980,311.4   (mgal)                       NAVD 88
 NJ0284
 NJ0284  VERT ORDER  -  FIRST     CLASS I
 NJ0284
 NJ0284.The horizontal coordinates were scaled from a topographic map and have
 NJ0284.an estimated accuracy of +/- 6 seconds.
 NJ0284
 NJ0284.The orthometric height was determined by differential leveling
 NJ0284.and adjusted by the National Geodetic Survey in June 1991..
 NJ0284.WARNING-Repeat measurements at this control monument indicate possible
 NJ0284.vertical movement.
 NJ0284
 NJ0284.The geoid height was determined by GEOID03.
 NJ0284
 NJ0284.The dynamic height is computed by dividing the NAVD 88
 NJ0284.geopotential number by the normal gravity value computed on the
 NJ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0284.degrees latitude (g = 980.6199 gals.).
 NJ0284
 NJ0284.The modeled gravity was interpolated from observed gravity values.
 NJ0284
 NJ0284;                    North         East    Units  Estimated Accuracy
 NJ0284;SPC IA N     - 1,114,820.    1,732,850.      MT  (+/- 180 meters Scaled)
 NJ0284
 NJ0284                          SUPERSEDED SURVEY CONTROL
 NJ0284
 NJ0284  NGVD 29 (??/??/92)  196.136  (m)          643.49   (f) ADJ UNCH    1 1
 NJ0284
 NJ0284.Superseded values are not recommended for survey control.
 NJ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0284.See file dsdata.txt to determine how the superseded data were derived.
 NJ0284
 NJ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH917077(NAD 83)
 NJ0284_MARKER: DB = BENCH MARK DISK
 NJ0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0284_SP_SET: BUILDING LEDGE
 NJ0284_STAMPING: DUBUQUE 1934
 NJ0284_MARK LOGO: CGS   
 NJ0284_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NJ0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0284+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2003
 NJ0284
 NJ0284  HISTORY     - Date     Condition        Report By
 NJ0284  HISTORY     - 1934     MONUMENTED       CGS
 NJ0284  HISTORY     - 1970     GOOD             NGS
 NJ0284  HISTORY     - 20030727 GOOD             USPSQD
 NJ0284  HISTORY     - 20031119 GOOD             WIDT
 NJ0284
 NJ0284                          STATION DESCRIPTION
 NJ0284
 NJ0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0284'AT DUBUQUE.
 NJ0284'AT DUBUQUE, AT THE POST OFFICE AND THE INTERSECTION OF LOCUST
 NJ0284'AND W. 6TH STREETS, 111 FEET WEST OF THE CENTER LINE OF LOCUST
 NJ0284'STREET, 61 FEET SOUTH OF THE CENTER LINE OF W. 6TH STREET, SET
 NJ0284'IN THE TOP OF A GRANITE LEDGE WHICH IS LOCATED BELOW THE 3RD
 NJ0284'WINDOW WEST OF THE NORTHEAST CORNER OF THE POST OFFICE, 40.5
 NJ0284'FEET WEST OF THE NORTHEAST CORNER OF THE POST OFFICE, 3.4 FEET
 NJ0284'BELOW A WINDOW SILL, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF
 NJ0284'THE SIDEWALK.  SEC 25, T 89 N, R 2 E.  NOTE-- A 12 OR 13-FOOT
 NJ0284'BOARD WILL BE NEEDED TO GAIN ACCESS TO THIS MARK, AS THERE IS
 NJ0284'A WINDOW WELL OR DRAINAGE AREA BELOW THE LEDGE IN WHICH THE
 NJ0284'MARK IS SET.
 NJ0284
 NJ0284                          STATION RECOVERY (2003)
 NJ0284
 NJ0284'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0284'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ALSO UNDER THE
 NJ0284'THIRD WINDOW EAST OF THE 6TH STREET ENTRANCE TO THE POST OFFICE.
 NJ0284
 NJ0284                          STATION RECOVERY (2003)
 NJ0284
 NJ0284'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 NJ0284'OWNERSHIP--US POST OFFICE AND COURTHOUSE OF DUBUQUE.  THE STATION IS
 NJ0284'LOCATED AT THE INTERSECTION OF WEST 6TH STREET AND LOCUST STREET,
 NJ0284'LOCATED ON THE NORTHEAST END OF THE BUILDING.  THE STATION IS A BRONZE
 NJ0284'US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN A CONCRETE WINDOW
 NJ0284'WELL ABOUT 1 M (3.3 FT) ABOVE THE STREET PAVEMENT.  THE STATION IS
 NJ0284'18.1 M (59.4 FT) SOUTH OF THE CENTERLINE OF WEST 6TH STREET, 33.2 M
 NJ0284'(108.9 FT) WEST OF THE CENTERLINE OF LOCUST STREET, AND 14.3 M (46.9
 NJ0284'FT) WEST-SOUTHWEST OF A METAL FLAG POLE.  ---NOTE---THIS STATION IS
 NJ0284'NOT SUITABLE FOR GPS OBSERVATIONS DUE TO BEING SET IN A WINDOW WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0939 ***********************************************************************
 NJ0939  DESIGNATION -  DUBUQUE
 NJ0939  PID         -  NJ0939
 NJ0939  STATE/COUNTY-  IA/DUBUQUE
 NJ0939  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0939
 NJ0939                         *CURRENT SURVEY CONTROL
 NJ0939  ___________________________________________________________________
 NJ0939* NAD 83(1996)-  42 31 38.67869(N)    090 43 47.61262(W)     ADJUSTED  
 NJ0939* NAVD 88     -       300.3    (meters)     985.     (feet)  GPS OBS   
 NJ0939  ___________________________________________________________________
 NJ0939  X           -     -59,971.114 (meters)                     COMP
 NJ0939  Y           -  -4,707,414.240 (meters)                     COMP
 NJ0939  Z           -   4,289,140.214 (meters)                     COMP
 NJ0939  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 NJ0939  ELLIP HEIGHT-         267.86  (meters)          (12/06/04) GPS OBS
 NJ0939  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 NJ0939
 NJ0939  HORZ ORDER  -  FIRST
 NJ0939  ELLP ORDER  -  FOURTH    CLASS I
 NJ0939
 NJ0939.The horizontal coordinates were established by GPS observations
 NJ0939.and adjusted by the National Geodetic Survey in September 1998..
 NJ0939
 NJ0939.The orthometric height was determined by GPS observations and a
 NJ0939.high-resolution geoid model.
 NJ0939
 NJ0939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0939
 NJ0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0939
 NJ0939.The ellipsoidal height was determined by GPS observations
 NJ0939.and is referenced to NAD 83.
 NJ0939
 NJ0939.The geoid height was determined by GEOID03.
 NJ0939
 NJ0939;                    North         East     Units Scale Factor Converg.
 NJ0939;SPC IA N     - 1,117,849.212 1,727,548.147   MT  0.99994835   +1 52 38.7
 NJ0939;SPC WI S     -    58,854.102   540,027.673   MT  1.00004788   -0 30 05.4
 NJ0939;SPC WI S     -   193,090.50  1,771,740.79   sFT  1.00004788   -0 30 05.4
 NJ0939;UTM  15      - 4,710,834.106   686,448.761   MT  1.00002772   +1 32 05.7
 NJ0939
 NJ0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0939!SPC IA N     -   0.99995799  x   0.99994835  =   0.99990634
 NJ0939!SPC WI S     -   0.99995799  x   1.00004788  =   1.00000587
 NJ0939!UTM  15      -   0.99995799  x   1.00002772  =   0.99998571
 NJ0939
 NJ0939|---------------------------------------------------------------------|
 NJ0939| PID    Reference Object                     Distance      Geod. Az  |
 NJ0939|                                                           dddmmss.s |
 NJ0939| CJ8064 DUBUQUE RM 1                         90.000 METERS 01011     |
 NJ0939| NJ0948 TENNYSON CATH CH SPIRE              APPROX.18.6 KM 0121547.1 |
 NJ0939| NJ0930 DICKEYSVILLE HOLY GHOST CHURCH      APPROX.15.7 KM 0444858.5 |
 NJ0939| NJ0931 SINSINAWA ST JOSEPHS CH SPIRE       APPROX.16.1 KM 0884909.1 |
 NJ0939| NJ0936 SINSINAWA ST CLAIRS CONVENT         APPROX.15.3 KM 0914326.5 |
 NJ0939| NJ0942 CLARK COLLEGE CHAPEL NE SPIRE       APPROX. 3.8 KM 1220056.7 |
 NJ0939| NJ0943 CLARK COLLEGE CHAPEL SW SPIRE       APPROX. 3.8 KM 1221119.8 |
 NJ0939| NJ0941 DUBUQUE VISITATION CONV BELFRY      APPROX. 5.2 KM 1255009.1 |
 NJ0939| NJ0895 DUBUQUE MUNICIPAL STANDPIPE         APPROX. 4.9 KM 1320239.4 |
 NJ0939| NJ0889 ST CATHERINE CH SPIRE               APPROX.17.6 KM 1395443.4 |
 NJ0939| NJ0952 BALLTOWN ST FRANCIS CATH CH         APPROX.16.7 KM 3170112.9 |
 NJ0939| NJ0954 ST PETER AND ST PAUL CATH CH        APPROX. 9.4 KM 3323659.7 |
 NJ0939|---------------------------------------------------------------------|
 NJ0939
 NJ0939                          SUPERSEDED SURVEY CONTROL
 NJ0939
 NJ0939  ELLIP H (09/15/98)  267.88   (m)                       GP(       ) 3 1
 NJ0939  NAD 83(1996)-  42 31 38.67657(N)    090 43 47.60652(W) AD(       ) 1
 NJ0939  NAD 83(1986)-  42 31 38.67436(N)    090 43 47.60735(W) AD(       ) 1
 NJ0939  NAD 27      -  42 31 38.66800(N)    090 43 47.15200(W) AD(       ) 1
 NJ0939
 NJ0939.Superseded values are not recommended for survey control.
 NJ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0939.See file dsdata.txt to determine how the superseded data were derived.
 NJ0939
 NJ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8644910834(NAD 83)
 NJ0939_MARKER: DS = TRIANGULATION STATION DISK
 NJ0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0939_PROJECTION: FLUSH
 NJ0939_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NJ0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0939+STABILITY: SURFACE MOTION
 NJ0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0939+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1996
 NJ0939
 NJ0939  HISTORY     - Date     Condition        Report By
 NJ0939  HISTORY     - 1931     MONUMENTED       CGS
 NJ0939  HISTORY     - 1934     GOOD             IAGS
 NJ0939  HISTORY     - 1935     GOOD             CGS
 NJ0939  HISTORY     - 1952     GOOD             CGS
 NJ0939  HISTORY     - 19960815 GOOD             SECI
 NJ0939
 NJ0939                          STATION DESCRIPTION
 NJ0939
 NJ0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 NJ0939'ABOUT 3-1/2 MILES NORTHWEST OF DOWNTOWN DUBUQUE, ON A HIGH
 NJ0939'CULTIVATED HILL, IN THE FENCE LINE BETWEEN PROPERTY OWNED
 NJ0939'AND FARMED BY HENRY JOOS ON THE NORTH, AND PETER TSCHARNER ON THE
 NJ0939'SOUTH.  THIS FENCE LINE IS 146 METERS EAST OF MR. JOOS HOUSE.
 NJ0939'THE MARK IS 98 METERS SOUTH OF THE GRADED ROAD LEADING BY THE
 NJ0939'JOOS FARM, AND 90 METERS SOUTH OF THE FENCE LINE ON THE
 NJ0939'SOUTH SIDE OF THE ROAD.
 NJ0939'
 NJ0939'TO REACH FROM DUBUQUE POST OFFICE, GO NORTH ON U.S. HIGHWAYS
 NJ0939'55 AND 61 FOR 2.3 MILES TO A STREET CORNER ONE BLOCK NORTH
 NJ0939'OF AN OLD ABANDONED BREWERY, TURN WEST ON THE LATTER ROAD
 NJ0939'AND GO ON GRAVEL ROAD FOR 2.6 MILES TO JOOS HOUSE ON THE
 NJ0939'LEFT AT ANGLE WHERE ROAD TURNS TO RIGHT.
 NJ0939'
 NJ0939'THE REFERENCE MARK IS ON THE SOUTH SIDE OF THE ROAD, 110
 NJ0939'METERS EAST OF THE EAST SIDE OF MR. JOOS HOUSE, AND 9-1/2
 NJ0939'METERS SOUTH OF THE CENTERLINE OF THE ROAD.
 NJ0939'
 NJ0939'THE AZIMUTH MARK IS THE FINIAL OF THE MUNICIPAL STANDPIPE
 NJ0939'AT DUBUQUE.
 NJ0939'
 NJ0939'HEIGHT OF SIGNAL ABOVE STATION MARK - 16 METERS.
 NJ0939
 NJ0939                          STATION RECOVERY (1934)
 NJ0939
 NJ0939'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 NJ0939'STATION AND REFERENCE MARKS RECOVERED AND IN GOOD CONDITION.
 NJ0939'LOCATION FROM FENCES AND ROAD HOLD GOOD.
 NJ0939
 NJ0939                          STATION RECOVERY (1935)
 NJ0939
 NJ0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0939'THIS STATION WAS NOT VISITED BY AN OBSERVING PARTY AT THIS
 NJ0939'TIME, BUT WAS USED ONLY TO CHECK THE ORIGINAL ANGLE AT OUR
 NJ0939'CHECK CONNECTION.  THE ORIGINAL DESCRIPTION IS AS FOLLOWS--
 NJ0939'
 NJ0939'STATION IS ABOUT 3-1/2 MILES NORTHWEST OF DOWNTOWN DUBUQUE,
 NJ0939'ON A HIGH CULTIVATED HILL IN THE FENCE LINE BETWEEN PROPERTY
 NJ0939'OWNED AND FARMED BY HENRY JOOS ON THE NORTH AND PETER TSCHARNER
 NJ0939'ON THE SOUTH.  THIS FENCE LINE IS 146 METERS EAST OF MR. JOOS
 NJ0939'HOUSE.  THE MARK IS 98 METERS SOUTH OF THE GRADED ROAD LEADING
 NJ0939'BY THE JOOS FARM, AND 90 METERS SOUTH OF THE FENCE LINE ON
 NJ0939'THE SOUTH SIDE OF THE ROAD.
 NJ0939'
 NJ0939'TO REACH FROM DUBUQUE POST OFFICE, GO NORTH ON U.S. HIGHWAYS
 NJ0939'55 AND 61 FOR 2.3 MILES TO A STREET CORNER ONE BLOCK NORTH
 NJ0939'OF AN OLD ABANDONED BREWERY, TURN WEST ON THE LATTER ROAD
 NJ0939'AND GO ON GRAVELED ROAD FOR 2.6 MILES TO JOOS HOUSE ON LEFT
 NJ0939'AT ANGLE WHERE ROAD TURNS TO RIGHT.
 NJ0939'
 NJ0939'THE REFERENCE MARK IS ON THE SOUTH SIDE OF THE ROAD, 110 METERS
 NJ0939'EAST OF THE EAST SIDE OF MR. JOOS HOUSE, AND 9-1/2 METERS
 NJ0939'SOUTH OF THE CENTERLINE OF THE ROAD.
 NJ0939'
 NJ0939'THE AZIMUTH MARK IS THE FINIAL OF THE MUNICIPAL STANDPIPE AT
 NJ0939'DUBUQUE.
 NJ0939'
 NJ0939'THE STATION IS MARKED ACCORDING.  THE
 NJ0939'REFERENCE MARK IS MARKED ACCORDING.  THEY WERE
 NJ0939'BOTH RECOVERED IN GOOD CONDITION.
 NJ0939'
 NJ0939'HEIGHT OF SIGNAL ABOVE STATION MARK - 16 METERS.
 NJ0939
 NJ0939                          STATION RECOVERY (1952)
 NJ0939
 NJ0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWQ)
 NJ0939'DESCRIPTION ADEQUATE.  STATION RECOVERED IN EXCELLENT CONDITION.
 NJ0939
 NJ0939                          STATION RECOVERY (1996)
 NJ0939
 NJ0939'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NJ0939'RECOVERED AS DESCRIBED EXCEPT THAT THE GRAVELED ROAD IS NOW J.F.
 NJ0939'KENNEDY ROAD, AND FARMED FIELD TO THE EAST IS NOW A PARK WITH SOCCER
 NJ0939'FIELDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0258 ***********************************************************************
 NJ0258  PACS        -  This is a Primary Airport Control Station.
 NJ0258  DESIGNATION -  DUBUQUE APT ARP
 NJ0258  PID         -  NJ0258
 NJ0258  STATE/COUNTY-  IA/DUBUQUE
 NJ0258  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0258
 NJ0258                         *CURRENT SURVEY CONTROL
 NJ0258  ___________________________________________________________________
 NJ0258* NAD 83(1996)-  42 24 10.24750(N)    090 42 32.32719(W)     ADJUSTED  
 NJ0258* NAVD 88     -       322.104  (meters)    1056.77   (feet)  ADJUSTED  
 NJ0258  ___________________________________________________________________
 NJ0258  X           -     -58,368.730 (meters)                     COMP
 NJ0258  Y           -  -4,716,793.477 (meters)                     COMP
 NJ0258  Z           -   4,278,947.213 (meters)                     COMP
 NJ0258  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 NJ0258  ELLIP HEIGHT-         289.71  (meters)          (06/15/04) GPS OBS
 NJ0258  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 NJ0258  DYNAMIC HT  -         321.999 (meters)    1056.43  (feet)  COMP
 NJ0258  MODELED GRAV-     980,286.0   (mgal)                       NAVD 88
 NJ0258
 NJ0258  HORZ ORDER  -  B
 NJ0258  VERT ORDER  -  FIRST     CLASS I
 NJ0258  ELLP ORDER  -  FOURTH    CLASS I
 NJ0258
 NJ0258.This mark is at Dubuque Regional Airport (DBQ)
 NJ0258
 NJ0258.The horizontal coordinates were established by GPS observations
 NJ0258.and adjusted by the National Geodetic Survey in August 1997..
 NJ0258
 NJ0258.The orthometric height was determined by differential leveling
 NJ0258.and adjusted by the National Geodetic Survey in June 1991..
 NJ0258
 NJ0258.Photographs are available for this station.
 NJ0258
 NJ0258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0258
 NJ0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0258
 NJ0258.The ellipsoidal height was determined by GPS observations
 NJ0258.and is referenced to NAD 83.
 NJ0258
 NJ0258.The geoid height was determined by GEOID03.
 NJ0258
 NJ0258.The dynamic height is computed by dividing the NAVD 88
 NJ0258.geopotential number by the normal gravity value computed on the
 NJ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0258.degrees latitude (g = 980.6199 gals.).
 NJ0258
 NJ0258.The modeled gravity was interpolated from observed gravity values.
 NJ0258
 NJ0258;                    North         East     Units Scale Factor Converg.
 NJ0258;SPC IA N     - 1,104,077.038 1,729,722.089   MT  0.99995599   +1 53 29.8
 NJ0258;UTM  15      - 4,697,048.001   688,540.058   MT  1.00003738   +1 32 43.4
 NJ0258
 NJ0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0258!SPC IA N     -   0.99995457  x   0.99995599  =   0.99991056
 NJ0258!UTM  15      -   0.99995457  x   1.00003738  =   0.99999194
 NJ0258
 NJ0258                          SUPERSEDED SURVEY CONTROL
 NJ0258
 NJ0258  ELLIP H (08/25/97)  289.77   (m)                       GP(       ) 4 1
 NJ0258  NAVD 88 (08/25/97)  322.10   (m)         1056.8    (f) LEVELING    3  
 NJ0258  NGVD 29 (??/??/92)  322.152  (m)         1056.93   (f) ADJ UNCH    1 1
 NJ0258
 NJ0258.Superseded values are not recommended for survey control.
 NJ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0258.See file dsdata.txt to determine how the superseded data were derived.
 NJ0258
 NJ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG8854097048(NAD 83)
 NJ0258_MARKER: DT = TOPOGRAPHIC STATION DISK
 NJ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0258_STAMPING: ARP 1952
 NJ0258_MARK LOGO: CGS   
 NJ0258_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0258+STABILITY: SURFACE MOTION
 NJ0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0258+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2003
 NJ0258
 NJ0258  HISTORY     - Date     Condition        Report By
 NJ0258  HISTORY     - 1952     MONUMENTED       CGS
 NJ0258  HISTORY     - 1970     GOOD             NGS
 NJ0258  HISTORY     - 19961011 GOOD             NGS
 NJ0258  HISTORY     - 20031021 GOOD             NGS
 NJ0258
 NJ0258                          STATION DESCRIPTION
 NJ0258
 NJ0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0258'8.2 MI S FROM DUBUQUE.
 NJ0258'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0258'AT DUBUQUE, THENCE 2.4 MILES SOUTH ALONG U.S. HIGHWAYS 52,
 NJ0258'61 AND 151, THENCE 4.3 MILES SOUTH ALONG U.S. HIGHWAY 61, THENCE
 NJ0258'0.55 MILE WEST ALONG A PAVED ROAD TO THE DUBUQUE MUNICIPAL
 NJ0258'AIRPORT, THENCE 0.4 MILE WEST-SOUTHWEST ACROSS A TAXIWAY AND
 NJ0258'RUNWAY NUMBER 31, 0.1 MILE NORTH OF A VOR INSTALLATION, 383.5 FEET
 NJ0258'SOUTHWEST OF RUNWAY LIGHT NUMBER 5-35, 341.6 FEET SOUTHWEST
 NJ0258'OF RUNWAY LIGHT NUMBER 5-34, 58 FEET NORTHWEST OF THE CENTER
 NJ0258'LINE OF A GRAVELED ROAD WHICH LEADS TO THE VOR INSTALLATION,
 NJ0258'1.0 FOOT SOUTH OF A 4- X 4-INCH WOODEN WITNESS POST, AND SET
 NJ0258'IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.  SECTION 27,
 NJ0258'T 88N, R 2E.
 NJ0258
 NJ0258                          STATION RECOVERY (1996)
 NJ0258
 NJ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 NJ0258'THE STATION IS LOCATED ABOUT 13.2 KM (8.20 MI) SOUTH OF DUBUQUE, IA.,
 NJ0258'AT THE DUBUQUE REGIONAL AIRPORT.  NEAR THE CENTER OF THE AIRPORT, IN A
 NJ0258'GRASS AREA BETWEEN TAXI D-2 AND A SERVICE ROAD LEADING TO THE VOR.
 NJ0258'OWNERSHIP--CITY OF DUBUQUE, DUBUQUE REGIONAL AIRPORT, 11000 AIRPORT
 NJ0258'ROAD, DUBUQUE, IA.  52003.  AIRPORT OPERATIONS SPECIALIST TODD E.
 NJ0258'DALSING, PHONE 319-589-4128.  FAX 319-589-4108.  AIRPORT 24-HOUR PHONE
 NJ0258'NUMBER 319-589-4136.  NOTE--CONTACT AIRPORT OPERATIONS SPECIALIST
 NJ0258'24-HOURS IN ADVANCE (ESCORT REQUIRED) .  NOTE--THIS STATION IS THE
 NJ0258'(PACS AND FBN STATION) .  TO REACH THE STATION FROM THE JUNCTION OF
 NJ0258'U.S.  HIGHWAYS 61 AND 151 ABOUT 9.7 KM (6.00 MI) SOUTH OF DUBUQUE, GO
 NJ0258'SOUTH, 1.85 KM (1.15 MI) ALONG HIGHWAY 61 TO AIRPORT ROAD ON THE
 NJ0258'RIGHT.  TURN RIGHT, WEST, 0.7 KM (0.45 MI) ALONG AIRPORT ROAD TO THE
 NJ0258'AIRPORT MANAGERS OFFICE IN THE FIRST YELLOW BUILDING ON THE LEFT.
 NJ0258'STATION IS 42.6 M (139.8 FT) SOUTHWEST OF A STOP SIGN ALONG THE
 NJ0258'SOUTHEAST SIDE OF THE SERVICE ROAD LEADING TO THE VOR, 25.5 M (83.7
 NJ0258'FT) SOUTHEAST OF THE TAXI D-2 CENTERLINE, 17.5 M (57.4 FT) NORTHWEST
 NJ0258'OF THE SERVICE ROAD CENTER, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS
 NJ0258'POST, AND THE MONUMENT IS LEVEL WITH THE TAXI AND PROJECTING ABOUT
 NJ0258'5-CM ABOVE THE GROUND SURFACE.  BY R.G.  HAYES  NOTE--RUNWAY 13-31 HAS
 NJ0258'BEEN NARROWED TO 100-FEET.
 NJ0258
 NJ0258                          STATION RECOVERY (2003)
 NJ0258
 NJ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SEB)
 NJ0258'RECOVERED AS DESCRIBED
 NJ0258'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0259 ***********************************************************************
 NJ0259  DESIGNATION -  DUBUQUE APT ARP STA B
 NJ0259  PID         -  NJ0259
 NJ0259  STATE/COUNTY-  IA/DUBUQUE
 NJ0259  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0259
 NJ0259                         *CURRENT SURVEY CONTROL
 NJ0259  ___________________________________________________________________
 NJ0259* NAD 83(1986)-  42 23 52.     (N)    090 42 01.     (W)     SCALED    
 NJ0259* NAVD 88     -       322.364  (meters)    1057.62   (feet)  ADJUSTED  
 NJ0259  ___________________________________________________________________
 NJ0259  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 NJ0259  DYNAMIC HT  -         322.258 (meters)    1057.27  (feet)  COMP
 NJ0259  MODELED GRAV-     980,285.9   (mgal)                       NAVD 88
 NJ0259
 NJ0259  VERT ORDER  -  FIRST     CLASS I
 NJ0259
 NJ0259.This mark is at Dubuque Regional Airport (DBQ)
 NJ0259
 NJ0259.The horizontal coordinates were scaled from a topographic map and have
 NJ0259.an estimated accuracy of +/- 6 seconds.
 NJ0259
 NJ0259.The orthometric height was determined by differential leveling
 NJ0259.and adjusted by the National Geodetic Survey in June 1991..
 NJ0259
 NJ0259.The geoid height was determined by GEOID03.
 NJ0259
 NJ0259.The dynamic height is computed by dividing the NAVD 88
 NJ0259.geopotential number by the normal gravity value computed on the
 NJ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0259.degrees latitude (g = 980.6199 gals.).
 NJ0259
 NJ0259.The modeled gravity was interpolated from observed gravity values.
 NJ0259
 NJ0259;                    North         East    Units  Estimated Accuracy
 NJ0259;SPC IA N     - 1,103,540.    1,730,460.      MT  (+/- 180 meters Scaled)
 NJ0259
 NJ0259                          SUPERSEDED SURVEY CONTROL
 NJ0259
 NJ0259  NGVD 29 (??/??/92)  322.411  (m)         1057.78   (f) ADJ UNCH    1 1
 NJ0259
 NJ0259.Superseded values are not recommended for survey control.
 NJ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0259.See file dsdata.txt to determine how the superseded data were derived.
 NJ0259
 NJ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG892965(NAD 83)
 NJ0259_MARKER: DS = TRIANGULATION STATION DISK
 NJ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0259_STAMPING: AP 1962 STA B
 NJ0259_MARK LOGO: CGS   
 NJ0259_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NJ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0259+STABILITY: SURFACE MOTION
 NJ0259
 NJ0259  HISTORY     - Date     Condition        Report By
 NJ0259  HISTORY     - 1962     MONUMENTED       CGS
 NJ0259  HISTORY     - 1970     GOOD             NGS
 NJ0259  HISTORY     - 19930615 GOOD             CGS
 NJ0259
 NJ0259                          STATION DESCRIPTION
 NJ0259
 NJ0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0259'8.2 MI S FROM DUBUQUE.
 NJ0259'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0259'AT DUBUQUE, THENCE 2.4 MILES SOUTH ALONG U.S. HIGHWAYS 52, 61 AND
 NJ0259'151, THENCE 4.3 MILES SOUTH ALONG U.S. HIGHWAY 61, THENCE 0.55
 NJ0259'MILE WEST ALONG A PAVED ROAD TO THE DUBUQUE MUNICIPAL AIRPORT,
 NJ0259'THENCE 0.5 MILE SOUTH TO THE SOUTHEAST END OF RUNWAY NUMBER
 NJ0259'31, 0.2 MILE NORTHWEST OF THE SOUTHEAST END OF THE RUNWAY AND
 NJ0259'A TAXIWAY, 50 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 NJ0259'RUNWAY, 45 FEET SOUTHWEST OF THE 4TH RUNWAY LIGHT FROM THE
 NJ0259'SOUTHEAST END OF THE RUNWAY, AND SET IN THE TOP OF A CONCRETE
 NJ0259'POST LEVEL WITH THE GROUND.  SECTION 26, T 88N, R 2E.
 NJ0259
 NJ0259                          STATION RECOVERY (1993)
 NJ0259
 NJ0259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1993
 NJ0259'THE STATION IS AT THE DUBUQUE MUNI AIRPORT, 809.29 FT (246.67 M) NW OF
 NJ0259'THE CENTERLINE END OF RUNWAY 31, 50 FT (15.2 M) SW OF THE EDGE OF THE
 NJ0259'RUNWAY, 89.5 FT (27.3 M) NW OF RUNWAY LIGHT 52 AND 110.8 FT (33.8 M)
 NJ0259'SE OF RUNWAY LIGHT 51.  IT IS ALSO ON LINE BETWEEN THE GLIDE SLOPE
 NJ0259'MONITOR POLE AND THE SE EDGE OF TAXIWAY B.  THE STATION IS A STANDARD
 NJ0259'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 NJ0259'GROUND AND STAMPED AP 1962 STA B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0260 ***********************************************************************
 NJ0260  DESIGNATION -  DUBUQUE APT ARP STA A
 NJ0260  PID         -  NJ0260
 NJ0260  STATE/COUNTY-  IA/DUBUQUE
 NJ0260  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0260
 NJ0260                         *CURRENT SURVEY CONTROL
 NJ0260  ___________________________________________________________________
 NJ0260* NAD 83(1986)-  42 24 31.     (N)    090 42 54.     (W)     SCALED    
 NJ0260* NAVD 88     -       327.413  (meters)    1074.19   (feet)  ADJUSTED  
 NJ0260  ___________________________________________________________________
 NJ0260  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 NJ0260  DYNAMIC HT  -         327.306 (meters)    1073.84  (feet)  COMP
 NJ0260  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 NJ0260
 NJ0260  VERT ORDER  -  FIRST     CLASS I
 NJ0260
 NJ0260.This mark is at Dubuque Regional Airport (DBQ)
 NJ0260
 NJ0260.The horizontal coordinates were scaled from a topographic map and have
 NJ0260.an estimated accuracy of +/- 6 seconds.
 NJ0260
 NJ0260.The orthometric height was determined by differential leveling
 NJ0260.and adjusted by the National Geodetic Survey in June 1991..
 NJ0260
 NJ0260.The geoid height was determined by GEOID03.
 NJ0260
 NJ0260.The dynamic height is computed by dividing the NAVD 88
 NJ0260.geopotential number by the normal gravity value computed on the
 NJ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0260.degrees latitude (g = 980.6199 gals.).
 NJ0260
 NJ0260.The modeled gravity was interpolated from observed gravity values.
 NJ0260
 NJ0260;                    North         East    Units  Estimated Accuracy
 NJ0260;SPC IA N     - 1,104,700.    1,729,210.      MT  (+/- 180 meters Scaled)
 NJ0260
 NJ0260                          SUPERSEDED SURVEY CONTROL
 NJ0260
 NJ0260  NGVD 29 (??/??/92)  327.461  (m)         1074.35   (f) ADJ UNCH    1 1
 NJ0260
 NJ0260.Superseded values are not recommended for survey control.
 NJ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0260.See file dsdata.txt to determine how the superseded data were derived.
 NJ0260
 NJ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG880976(NAD 83)
 NJ0260_MARKER: DS = TRIANGULATION STATION DISK
 NJ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0260_STAMPING: AP 1962 STA A
 NJ0260_MARK LOGO: CGS   
 NJ0260_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NJ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0260+STABILITY: SURFACE MOTION
 NJ0260
 NJ0260  HISTORY     - Date     Condition        Report By
 NJ0260  HISTORY     - 1962     MONUMENTED       CGS
 NJ0260  HISTORY     - 1970     GOOD             NGS
 NJ0260  HISTORY     - 19930615 GOOD             CGS
 NJ0260
 NJ0260                          STATION DESCRIPTION
 NJ0260
 NJ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0260'8.3 MI S FROM DUBUQUE.
 NJ0260'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0260'AT DUBUQUE, THENCE 2.4 MILES SOUTH ALONG U.S. HIGHWAYS 52, 61
 NJ0260'AND 151, THENCE 4.3 MILES SOUTH ALONG U.S. HIGHWAY 61, THENCE
 NJ0260'0.55 MILE WEST ALONG A PAVED ROAD TO THE DUBUQUE MUNICIPAL
 NJ0260'AIRPORT, THENCE 0.55 MILE NORTHWEST OF THE NORTHWEST END OF RUNWAY
 NJ0260'NUMBER 13, 112.2 FEET SOUTH-SOUTHEAST OF THE WEST CORNER OF THE
 NJ0260'RUNWAY, 50 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY,
 NJ0260'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE RUNWAY, AND SET IN THE TOP
 NJ0260'OF A CONCRETE POST WHICH IS LEVEL WITH THE GROUND.  SEC 27,
 NJ0260'T 88N, R 2E.
 NJ0260
 NJ0260                          STATION RECOVERY (1993)
 NJ0260
 NJ0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1993
 NJ0260'THE STATION IS LOCATED AT THE DUBUQUE MUNI AIRPORT, 159.85 FT (48.72
 NJ0260'M) S OF THE CENTERLINE END OF RUNWAY 13, 50 FT (15.2 M) SW OF THE EDGE
 NJ0260'OF THE RUWNAY, 98.9 FT (30.1 M) NW OF RUNWAY LIGHT 24 AND 117.1 FT
 NJ0260'(35.7 M) SE OF THE OUTERMOST THRESHOLD LIGHT.  THE STATION IS A
 NJ0260'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 NJ0260'THE GROUND AND STAMPED AP 1962 STA A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0895 ***********************************************************************
 NJ0895  DESIGNATION -  DUBUQUE MUNICIPAL STANDPIPE
 NJ0895  PID         -  NJ0895
 NJ0895  STATE/COUNTY-  IA/DUBUQUE
 NJ0895  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0895
 NJ0895                         *CURRENT SURVEY CONTROL
 NJ0895  ___________________________________________________________________
 NJ0895* NAD 83(1996)-  42 29 53.23259(N)    090 41 09.64704(W)     ADJUSTED  
 NJ0895* NAVD 88     -                                                        
 NJ0895  ___________________________________________________________________
 NJ0895  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 NJ0895  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 NJ0895
 NJ0895  HORZ ORDER  -  THIRD
 NJ0895
 NJ0895.The horizontal coordinates were established by classical geodetic methods
 NJ0895.and adjusted by the National Geodetic Survey in May 1999..
 NJ0895
 NJ0895
 NJ0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0895
 NJ0895.The geoid height was determined by GEOID03.
 NJ0895
 NJ0895;                    North         East     Units Scale Factor Converg.
 NJ0895;SPC IA N     - 1,114,716.530 1,731,259.534   MT  0.99994972   +1 54 25.8
 NJ0895;SPC WI S     -    55,569.741   543,606.209   MT  1.00005572   -0 28 16.9
 NJ0895;SPC WI S     -   182,315.06  1,783,481.37   sFT  1.00005572   -0 28 16.9
 NJ0895;UTM  15      - 4,707,678.987   690,141.651   MT  1.00004484   +1 33 49.4
 NJ0895
 NJ0895                          SUPERSEDED SURVEY CONTROL
 NJ0895
 NJ0895  NAD 83(1996)-  42 29 53.23258(N)    090 41 09.64703(W) AD(       ) 4
 NJ0895  NAD 83(1996)-  42 29 53.23198(N)    090 41 09.64263(W) AD(       ) 4
 NJ0895  NAD 83(1986)-  42 29 53.23005(N)    090 41 09.64329(W) AD(       ) 4
 NJ0895  NAD 27      -  42 29 53.22100(N)    090 41 09.18800(W) AD(       ) 3
 NJ0895
 NJ0895.Superseded values are not recommended for survey control.
 NJ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0895.See file dsdata.txt to determine how the superseded data were derived.
 NJ0895
 NJ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9014207679(NAD 83)
 NJ0895_MARKER: 52 = STANDPIPE TANK
 NJ0895
 NJ0895  HISTORY     - Date     Condition        Report By
 NJ0895  HISTORY     - 1931     FIRST OBSERVED   CGS
 NJ0895  HISTORY     - 1935     GOOD             CGS
 NJ0895  HISTORY     - 1952     GOOD             CGS
 NJ0895  HISTORY     - 1962     GOOD             CGS
 NJ0895  HISTORY     - 20030727 MARK NOT FOUND   USPSQD
 NJ0895
 NJ0895                          STATION DESCRIPTION
 NJ0895
 NJ0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0895'THIS STATION WAS RECOVERED AND CHECKED.  A DETAILED DESCRIPTION
 NJ0895'IS AS FOLLOWS, AS IT WAS NOT DESCRIBED--
 NJ0895'
 NJ0895'THIS STATION IS THE TALLER OF THE TWO MUNICIPAL STANDPIPES
 NJ0895'IN THE SOUTHERN PART OF THE CITY OF DUBUQUE, IOWA.  IT IS
 NJ0895'LOCATED ON A RIDGE, ABOUT 115 FEET SOUTH OF THE CENTERLINE
 NJ0895'OF JULIEN AVENUE, ABOUT 270 FEET EAST OF THE CENTERLINE OF
 NJ0895'STEWART STREET, ABOUT 180 FEET NORTHWEST OF DELHI STREET AT
 NJ0895'THE WEST END OF W. 5TH STREET AND ABOUT 45 FEET WEST OF THE
 NJ0895'LOWER STANDPIPE.  THE STANDPIPE WAS ERECTED IN 1906.  IT IS
 NJ0895'VERY PROMINENT.
 NJ0895'
 NJ0895'THE LARGE SILVER STANDPIPE IS ABOUT 36 FEET IN DIAMETER AND
 NJ0895'ABOUT 115 FEET HIGH.  THE FLAT CONICAL ROOF HAS A BALL AT ITS
 NJ0895'APEX.
 NJ0895
 NJ0895                          STATION RECOVERY (1952)
 NJ0895
 NJ0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWQ)
 NJ0895'DESCRIPTION ADEQUATE.  STATION RECOVERED IN EXCELLENT CONDITION.
 NJ0895'THIS IS AN INTERSECTION STATION.
 NJ0895
 NJ0895                          STATION RECOVERY (1962)
 NJ0895
 NJ0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 NJ0895'THE STATION IS LOCATED IN THE WEST SECTION OF DUBUQUE ABOUT
 NJ0895'MIDWAY BETWEEN UNIVERSITY AVE. AND DELHI STREET, DIRECTLY IN
 NJ0895'BACK OF HOME AT 1490 UNIVERSITY AVENUE, AND NORTHWEST OF THE
 NJ0895'INTERSECTION OF WEST FIFTH STREET AND DELHI STREET.
 NJ0895
 NJ0895                          STATION RECOVERY (2003)
 NJ0895
 NJ0895'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0895'NOT FOUND.  1490 UNIVERSITY AVENUE NO LONGER EXISTS.  THE AREA HAS
 NJ0895'BEEN RAZED AND IS NOW A LAWN AND PARKING LOT FOR THE FINLEY DIABETES
 NJ0895'CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0944 ***********************************************************************
 NJ0944  DESIGNATION -  DUBUQUE SR HIGH SCHOOL DOME
 NJ0944  PID         -  NJ0944
 NJ0944  STATE/COUNTY-  IA/DUBUQUE
 NJ0944  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0944
 NJ0944                         *CURRENT SURVEY CONTROL
 NJ0944  ___________________________________________________________________
 NJ0944* NAD 83(1996)-  42 30 20.14052(N)    090 41 39.80139(W)     ADJUSTED  
 NJ0944* NAVD 88     -                                                        
 NJ0944  ___________________________________________________________________
 NJ0944  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 NJ0944  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 NJ0944
 NJ0944  HORZ ORDER  -  THIRD
 NJ0944
 NJ0944.The horizontal coordinates were established by classical geodetic methods
 NJ0944.and adjusted by the National Geodetic Survey in May 1999..
 NJ0944
 NJ0944
 NJ0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0944
 NJ0944.The geoid height was determined by GEOID03.
 NJ0944
 NJ0944;                    North         East     Units Scale Factor Converg.
 NJ0944;SPC IA N     - 1,115,523.433 1,730,543.864   MT  0.99994935   +1 54 05.4
 NJ0944;SPC WI S     -    56,405.739   542,924.572   MT  1.00005370   -0 28 37.6
 NJ0944;SPC WI S     -   185,057.83  1,781,245.03   sFT  1.00005370   -0 28 37.6
 NJ0944;SPC IL W     -   648,374.770   656,628.087   MT  0.99996431   -0 21 23.6
 NJ0944;SPC IL W     - 2,127,209.56  2,154,287.32   sFT  0.99996431   -0 21 23.6
 NJ0944;UTM  15      - 4,708,490.240   689,430.762   MT  1.00004152   +1 33 29.8
 NJ0944
 NJ0944                          SUPERSEDED SURVEY CONTROL
 NJ0944
 NJ0944  NAD 83(1996)-  42 30 20.14051(N)    090 41 39.80138(W) AD(       ) 4
 NJ0944  NAD 83(1996)-  42 30 20.13944(N)    090 41 39.79744(W) AD(       ) 4
 NJ0944  NAD 83(1986)-  42 30 20.13743(N)    090 41 39.79813(W) AD(       ) 4
 NJ0944  NAD 27      -  42 30 20.12400(N)    090 41 39.32600(W) AD(       ) 3
 NJ0944
 NJ0944.Superseded values are not recommended for survey control.
 NJ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0944.See file dsdata.txt to determine how the superseded data were derived.
 NJ0944
 NJ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8943108490(NAD 83)
 NJ0944_MARKER: 87 = DOME
 NJ0944
 NJ0944  HISTORY     - Date     Condition        Report By
 NJ0944  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0944  HISTORY     - 20030727 MARK NOT FOUND   USPSQD
 NJ0944
 NJ0944                          STATION DESCRIPTION
 NJ0944
 NJ0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0944'THIS STATION IS THE DOME ON THE EAST CORNER OF THE HIGHEST
 NJ0944'(CENTRAL) PART OF THE DUBUQUE SENIOR HIGH SCHOOL IN THE SOUTHERN
 NJ0944'PART OF THE CITY OF DUBUQUE, IOWA.  IT IS LOCATED ABOUT 210
 NJ0944'FEET SOUTHEAST OF THE CENTERLINE OF W. LOCUST STREET (U.S.
 NJ0944'ROUTE 20) AND ABOUT 0.1 MILE SOUTH OF THE SOUTH END OF SEMINARY
 NJ0944'STREET.  THE BUILDING WAS ERECTED IN 1921.  THE DOME IS QUITE
 NJ0944'PROMINENT.
 NJ0944'
 NJ0944'THE DOME IS ON A GREY STONE BUILDING WITH AN ORNAMENTAL PARAPET.
 NJ0944'THE SECTION OF THE BUILDING WHERE THE DOME SETS IS ABOUT 90
 NJ0944'FEET HIGH.  THE OCTAGONAL STONE BASE OF THE DOME IS ABOUT 10
 NJ0944'FEET HIGH.  THE OCTAGONAL HEAVILY-RIBBED DOME WITH SHINGLED ROOF
 NJ0944'IS ABOUT 20 FEET HIGH AND HAS A SHORT ORNAMENTAL FINIAL AT ITS
 NJ0944'APEX.  THE TOTAL HEIGHT IS ABOUT 120 FEET.
 NJ0944
 NJ0944                          STATION RECOVERY (2003)
 NJ0944
 NJ0944'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0944'NOT FOUND.  THE OCTOGONAL STONE BASE OF THE DOME IS PRESENT BUT THE
 NJ0944'DOME HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0938 ***********************************************************************
 NJ0938  DESIGNATION -  DUBUQUE ST MARYS ORPHANAGE TK
 NJ0938  PID         -  NJ0938
 NJ0938  STATE/COUNTY-  IA/DUBUQUE
 NJ0938  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0938
 NJ0938                         *CURRENT SURVEY CONTROL
 NJ0938  ___________________________________________________________________
 NJ0938* NAD 83(1996)-  42 31 51.08630(N)    090 39 56.06151(W)     ADJUSTED  
 NJ0938* NAVD 88     -                                                        
 NJ0938  ___________________________________________________________________
 NJ0938  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 NJ0938  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 NJ0938
 NJ0938  HORZ ORDER  -  THIRD
 NJ0938
 NJ0938.The horizontal coordinates were established by classical geodetic methods
 NJ0938.and adjusted by the National Geodetic Survey in May 1999..
 NJ0938
 NJ0938
 NJ0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0938
 NJ0938.The geoid height was determined by GEOID03.
 NJ0938
 NJ0938;                    North         East     Units Scale Factor Converg.
 NJ0938;SPC IA N     - 1,118,406.968 1,732,816.847   MT  0.99994821   +1 55 15.7
 NJ0938;SPC WI S     -    59,192.744   545,315.507   MT  1.00004697   -0 27 26.3
 NJ0938;SPC WI S     -   194,201.53  1,789,089.29   sFT  1.00004697   -0 27 26.3
 NJ0938;SPC IL W     -   651,166.545   659,012.958   MT  0.99996184   -0 20 14.1
 NJ0938;SPC IL W     - 2,136,368.91  2,162,111.68   sFT  0.99996184   -0 20 14.1
 NJ0938;UTM  15      - 4,711,360.404   691,721.185   MT  1.00005225   +1 34 42.7
 NJ0938
 NJ0938                          SUPERSEDED SURVEY CONTROL
 NJ0938
 NJ0938  NAD 83(1996)-  42 31 51.08630(N)    090 39 56.06151(W) AD(       ) 4
 NJ0938  NAD 83(1996)-  42 31 51.08451(N)    090 39 56.05793(W) AD(       ) 4
 NJ0938  NAD 83(1986)-  42 31 51.08239(N)    090 39 56.05885(W) AD(       ) 4
 NJ0938  NAD 27      -  42 31 51.07500(N)    090 39 55.59900(W) AD(       ) 3
 NJ0938
 NJ0938.Superseded values are not recommended for survey control.
 NJ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0938.See file dsdata.txt to determine how the superseded data were derived.
 NJ0938
 NJ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9172111360(NAD 83)
 NJ0938_MARKER: 53 = ELEVATED TANK
 NJ0938
 NJ0938  HISTORY     - Date     Condition        Report By
 NJ0938  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0938  HISTORY     - 20030727 MARK NOT FOUND   USPSQD
 NJ0938
 NJ0938                          STATION DESCRIPTION
 NJ0938
 NJ0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0938'THIS STATION IS THE TALL SLIM SILVER TANK AT THE ST. MARYS
 NJ0938'ORPHANAGE, IN THE NORTHERN PART OF THE CITY OF DUBUQUE, IOWA.
 NJ0938'IT IS LOCATED ABOUT 370 FEET NORTH OF THE CENTERLINE OF DAVIS
 NJ0938'STREET, ABOUT 0.25 MILE EAST OF WINDSOR AVENUE, ABOUT 45 FEET
 NJ0938'NORTH OF THE GARAGE AND POWERHOUSE AND ABOUT 120 FEET WEST
 NJ0938'OF THE BARN.  THE TANK WAS ON VERY HIGH GROUND AND IS QUITE
 NJ0938'PROMINENT.  IT WAS ERECTED IN 1912.
 NJ0938'
 NJ0938'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE OVAL
 NJ0938'SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL SECTION
 NJ0938'IS ABOUT 25 FEET HIGH AND HAS A CATWALK AND RAIL AROUND ITS
 NJ0938'BASE.  THE STEEP CONICAL ROOF HAS A BALL AT ITS APEX.  THE TOTAL
 NJ0938'HEIGHT IS ABOUT 120 FEET.
 NJ0938
 NJ0938                          STATION RECOVERY (2003)
 NJ0938
 NJ0938'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0938'NOT FOUND.  THE FORMER ORPHANAGE IS NOW THE -SHALOM RETREAT CENTER-.
 NJ0938'THE TANK HAS BEEN REMOVED AND IS NOW A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0894 ***********************************************************************
 NJ0894  DESIGNATION -  DUBUQUE UNIV OF DUBUQUE STACK
 NJ0894  PID         -  NJ0894
 NJ0894  STATE/COUNTY-  IA/DUBUQUE
 NJ0894  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0894
 NJ0894                         *CURRENT SURVEY CONTROL
 NJ0894  ___________________________________________________________________
 NJ0894* NAD 83(1996)-  42 29 51.99849(N)    090 41 30.81210(W)     ADJUSTED  
 NJ0894* NAVD 88     -                                                        
 NJ0894  ___________________________________________________________________
 NJ0894  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 NJ0894  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 NJ0894
 NJ0894  HORZ ORDER  -  THIRD
 NJ0894
 NJ0894.The horizontal coordinates were established by classical geodetic methods
 NJ0894.and adjusted by the National Geodetic Survey in May 1999..
 NJ0894
 NJ0894
 NJ0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0894
 NJ0894.The geoid height was determined by GEOID03.
 NJ0894
 NJ0894;                    North         East     Units Scale Factor Converg.
 NJ0894;SPC IA N     - 1,114,662.407 1,730,777.812   MT  0.99994974   +1 54 11.4
 NJ0894;SPC WI S     -    55,535.654   543,122.605   MT  1.00005581   -0 28 31.4
 NJ0894;SPC WI S     -   182,203.22  1,781,894.75   sFT  1.00005581   -0 28 31.4
 NJ0894;SPC IL W     -   647,505.182   656,827.933   MT  0.99996410   -0 21 17.4
 NJ0894;SPC IL W     - 2,124,356.58  2,154,942.98   sFT  0.99996410   -0 21 17.4
 NJ0894;UTM  15      - 4,707,627.748   689,659.568   MT  1.00004258   +1 33 35.0
 NJ0894
 NJ0894                          SUPERSEDED SURVEY CONTROL
 NJ0894
 NJ0894  NAD 83(1996)-  42 29 51.99849(N)    090 41 30.81210(W) AD(       ) 4
 NJ0894  NAD 83(1996)-  42 29 51.99741(N)    090 41 30.80857(W) AD(       ) 4
 NJ0894  NAD 83(1986)-  42 29 51.99554(N)    090 41 30.80905(W) AD(       ) 4
 NJ0894  NAD 27      -  42 29 51.98300(N)    090 41 30.35500(W) AD(       ) 3
 NJ0894
 NJ0894.Superseded values are not recommended for survey control.
 NJ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0894.See file dsdata.txt to determine how the superseded data were derived.
 NJ0894
 NJ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8966007628(NAD 83)
 NJ0894_MARKER: 63 = STACK
 NJ0894
 NJ0894  HISTORY     - Date     Condition        Report By
 NJ0894  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0894  HISTORY     - 20030727 GOOD             USPSQD
 NJ0894
 NJ0894                          STATION DESCRIPTION
 NJ0894
 NJ0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0894'THIS STATION IS THE STACK AT THE POWERHOUSE OF THE UNIVERSITY
 NJ0894'OF DUBUQUE, IN THE SOUTHERN PART OF THE CITY OF DUBUQUE, IOWA.
 NJ0894'IT IS LOCATED AT THE WEST SIDE OF THE POWERHOUSE AT THE
 NJ0894'NORTHEAST CORNER OF THE GROUNDS, ABOUT 240 FEET SOUTH OF THE
 NJ0894'CENTERLINE OF DELHI STREET AND ABOUT 116 FEET EAST OF THE
 NJ0894'CENTERLINE OF ALGONA STREET.  IT COULD NOT BE LEARNED WHEN THE
 NJ0894'STACK WAS ERECTED.  IT IS QUITE PROMINENT.
 NJ0894'
 NJ0894'THE STACK SETS ON A SQUARE RED BRICK BASE ABOUT 25 FEET HIGH.
 NJ0894'THE OCTAGONAL TAPERING RED BRICK STACK IS ABOUT 120 FEET HIGH.
 NJ0894
 NJ0894                          STATION RECOVERY (2003)
 NJ0894
 NJ0894'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0894'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS ABOUT 240
 NJ0894'FEET SOUTH OF THE CENTERLINE OF UNIVERSITY AVENUE (NOT DELHI STREET)
 NJ0894'BETWEEN ALGONA STREET AND AUBURN STREET.  ACCESS TO THE POWER HOUSE IS
 NJ0894'FROM AUBURN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0941 ***********************************************************************
 NJ0941  DESIGNATION -  DUBUQUE VISITATION CONV BELFRY
 NJ0941  PID         -  NJ0941
 NJ0941  STATE/COUNTY-  IA/DUBUQUE
 NJ0941  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0941
 NJ0941                         *CURRENT SURVEY CONTROL
 NJ0941  ___________________________________________________________________
 NJ0941* NAD 83(1996)-  42 30 00.68774(N)    090 40 44.31929(W)     ADJUSTED  
 NJ0941* NAVD 88     -                                                        
 NJ0941  ___________________________________________________________________
 NJ0941  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 NJ0941  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 NJ0941
 NJ0941  HORZ ORDER  -  THIRD
 NJ0941
 NJ0941.The horizontal coordinates were established by classical geodetic methods
 NJ0941.and adjusted by the National Geodetic Survey in May 1999..
 NJ0941
 NJ0941
 NJ0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0941
 NJ0941.The geoid height was determined by GEOID03.
 NJ0941
 NJ0941;                    North         East     Units Scale Factor Converg.
 NJ0941;SPC IA N     - 1,114,965.699 1,731,829.836   MT  0.99994962   +1 54 43.0
 NJ0941;SPC WI S     -    55,795.052   544,186.422   MT  1.00005516   -0 27 59.5
 NJ0941;SPC WI S     -   183,054.27  1,785,384.95   sFT  1.00005516   -0 27 59.5
 NJ0941;UTM  15      - 4,707,924.757   690,713.492   MT  1.00004752   +1 34 06.7
 NJ0941
 NJ0941                          SUPERSEDED SURVEY CONTROL
 NJ0941
 NJ0941  NAD 83(1996)-  42 30 00.68774(N)    090 40 44.31928(W) AD(       ) 4
 NJ0941  NAD 83(1996)-  42 30 00.68650(N)    090 40 44.31500(W) AD(       ) 4
 NJ0941  NAD 83(1986)-  42 30 00.68442(N)    090 40 44.31562(W) AD(       ) 4
 NJ0941  NAD 27      -  42 30 00.67600(N)    090 40 43.86400(W) AD(       ) 3
 NJ0941
 NJ0941.Superseded values are not recommended for survey control.
 NJ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0941.See file dsdata.txt to determine how the superseded data were derived.
 NJ0941
 NJ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9071307925(NAD 83)
 NJ0941_MARKER: 75 = BELFRY
 NJ0941
 NJ0941  HISTORY     - Date     Condition        Report By
 NJ0941  HISTORY     - 1931     FIRST OBSERVED   CGS
 NJ0941  HISTORY     - 20030727 GOOD             USPSQD
 NJ0941
 NJ0941                          STATION DESCRIPTION
 NJ0941
 NJ0941'DESCRIBED BY US POWER SQUADRON 2003 (DRB)
 NJ0941'RECOVERED IN GOOD CONDITION.  THE ACADEMY OF THE VISITATION WAS
 NJ0941'FOUNDED IN 1871.  THE VISITATION BUILDING IS NOW PART OF LORAS
 NJ0941'COLLEGE.  THE BUILDING IS MADE OF RED BRICK WITH AN OCTOGONAL SHAPED
 NJ0941'BELFRY LOUVERED ON EIGHT SIDES WITH A GOLD CROSS ATOP THE EIGHT-SIDED
 NJ0941'CONICAL SHAPED ROOF.
 NJ0941'IT IS LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 NJ0941'UNIVERSITY AVENUE AND ALTA VISTA STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0597 ***********************************************************************
 MH0597  DESIGNATION -  DUNBAR
 MH0597  PID         -  MH0597
 MH0597  STATE/COUNTY-  IA/MARSHALL
 MH0597  USGS QUAD   -  GILMAN (1980)
 MH0597
 MH0597                         *CURRENT SURVEY CONTROL
 MH0597  ___________________________________________________________________
 MH0597* NAD 83(1996)-  41 55 12.62274(N)    092 47 07.69996(W)     ADJUSTED  
 MH0597* NAVD 88     -       312.9    (meters)    1027.     (feet)  VERTCON   
 MH0597  ___________________________________________________________________
 MH0597  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 MH0597  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 MH0597
 MH0597  HORZ ORDER  -  SECOND
 MH0597
 MH0597.The horizontal coordinates were established by classical geodetic methods
 MH0597.and adjusted by the National Geodetic Survey in May 1999..
 MH0597
 MH0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0597
 MH0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0597
 MH0597.The geoid height was determined by GEOID03.
 MH0597
 MH0597;                    North         East     Units Scale Factor Converg.
 MH0597;SPC IA N     - 1,046,922.139 1,559,274.164   MT  1.00002982   +0 29 03.4
 MH0597;UTM  15      - 4,640,935.434   517,788.874   MT  0.99960389   +0 08 36.0
 MH0597
 MH0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0597!SPC IA N     -   0.99995591  x   1.00002982  =   0.99998573
 MH0597!UTM  15      -   0.99995591  x   0.99960389  =   0.99955982
 MH0597
 MH0597|---------------------------------------------------------------------|
 MH0597| PID    Reference Object                     Distance      Geod. Az  |
 MH0597|                                                           dddmmss.s |
 MH0597| CL8412 DUNBAR RM 1                          14.206 METERS 22807     |
 MH0597| CL8413 DUNBAR RM 2                          11.103 METERS 29318     |
 MH0597| MH0598 REBAR 1032                          APPROX. 3.8 KM 3595623.5 |
 MH0597|---------------------------------------------------------------------|
 MH0597
 MH0597                          SUPERSEDED SURVEY CONTROL
 MH0597
 MH0597  NAD 83(1986)-  41 55 12.62906(N)    092 47 07.70398(W) AD(       ) 2
 MH0597  NAD 27      -  41 55 12.66430(N)    092 47 06.99667(W) AD(       ) 2
 MH0597  NGVD 29 (07/19/86)  312.9    (m)         1027.     (f) VERT ANG       
 MH0597
 MH0597.Superseded values are not recommended for survey control.
 MH0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0597.See file dsdata.txt to determine how the superseded data were derived.
 MH0597
 MH0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1778940935(NAD 83)
 MH0597_MARKER: DD = SURVEY DISK
 MH0597_SETTING: 0 = UNSPECIFIED SETTING
 MH0597
 MH0597  HISTORY     - Date     Condition        Report By
 MH0597  HISTORY     - 1970     MONUMENTED       USGS
 MH0597
 MH0597                          STATION DESCRIPTION
 MH0597
 MH0597'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 MH0597'STATION IS ABOUT 6.1 MI SSW. OF LE GRAND, IOWA, NEAR THE
 MH0597'COR. OF SECS. 11, 12, 13 AND 14, T. 82 N., R. 17 W.
 MH0597'
 MH0597'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 30 AND
 MH0597'ST. HWY. 146 NEAR THE W. EDGE OF LE GRAND, GO S. ON
 MH0597'ST. HWY. 146 FOR 6.0 MI TO A T-RD. W., CONTINUE S. FOR 49 FT
 MH0597'AND STATION ON RIGHT (W.).
 MH0597'
 MH0597'STATION MARK, STAMPED ET DUNBAR 1970 IS 49 FT S. AND 20 FT
 MH0597'W. OF CENTER OF T-RD. W.
 MH0597'
 MH0597'REFERENCE MARK NO. 1, STAMPED DUNBAR NO 1 1970 IS SW. OF THE
 MH0597'STATION, 81 FT S. AND 55 FT W. OF CENTER OF T-RD. W., 4 FT E. OF
 MH0597'THE W. RIGHT-OF-WAY FENCE.
 MH0597'
 MH0597'REFERENCE MARK NO. 2, STAMPED DUNBAR NO 2 1970 IS NW. OF THE
 MH0597'STATION, 33 FT S. AND 53 FT W. OF CENTER OF T-RD. W., 4.5 FT
 MH0597'S. AND 5 FT E. OF FENCE COR., 3 FT S. OF POWER LINE POLE, 5 FT
 MH0597'E. OF USGS WITNESS POST.
 MH0597'
 MH0597'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 MH0597'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 MH0597'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  REFERENCE MARK 1
 MH0597'AND REFERENCE MARK 2 ARE SET FLUSH WITH THE GROUND.  STATION
 MH0597'MARK WAS SET ABOUT 8 IN. BELOW THE SURFACE.
 MH0597'
 MH0597'NO AZIMUTH MARK WAS SET.
 MH0597'
 MH0597'REFERENCE AZIMUTH USED - STRAND LUTHERAN CHURCH SPIRE.  POINT
 MH0597'OBSERVED IS THE CHURCH SPIRE OF THE STRAND LUTHERAN CHURCH.  IT
 MH0597'IS BUILT OF WOOD AND PAINTED WHITE LOCATED NEAR THE NW. EDGE
 MH0597'OF DUNBAR, IOWA, T. 82 N., R. 17 W., ABOUT 0.5 MI S. AND 0.35
 MH0597'MI E. OF THE COR. OF SECS. 1, 2, 11 AND 12.
 MH0597'
 MH0597'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1294 ***********************************************************************
 MJ1294  DESIGNATION -  DUNLAP
 MJ1294  PID         -  MJ1294
 MJ1294  STATE/COUNTY-  IA/CRAWFORD
 MJ1294  USGS QUAD   -  DUNLAP (1971)
 MJ1294
 MJ1294                         *CURRENT SURVEY CONTROL
 MJ1294  ___________________________________________________________________
 MJ1294* NAD 83(1996)-  41 51 50.43222(N)    095 33 33.87398(W)     ADJUSTED  
 MJ1294* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 MJ1294  ___________________________________________________________________
 MJ1294  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 MJ1294  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 MJ1294
 MJ1294  HORZ ORDER  -  SECOND
 MJ1294
 MJ1294.The horizontal coordinates were established by classical geodetic methods
 MJ1294.and adjusted by the National Geodetic Survey in May 1999..
 MJ1294
 MJ1294.The orthometric height was scaled from a topographic map.
 MJ1294
 MJ1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1294
 MJ1294.The geoid height was determined by GEOID03.
 MJ1294
 MJ1294;                    North         East     Units Scale Factor Converg.
 MJ1294;SPC IA N     - 1,042,515.854 1,329,023.122   MT  1.00004295   -1 23 44.7
 MJ1294;SPC IA S     -   209,027.767   329,026.910   MT  1.00001532   -1 21 23.5
 MJ1294;UTM  15      - 4,637,844.888   287,577.245   MT  1.00015529   -1 42 31.3
 MJ1294
 MJ1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1294!SPC IA N     -   0.99993648  x   1.00004295  =   0.99997943
 MJ1294!SPC IA S     -   0.99993648  x   1.00001532  =   0.99995180
 MJ1294!UTM  15      -   0.99993648  x   1.00015529  =   1.00009176
 MJ1294
 MJ1294|---------------------------------------------------------------------|
 MJ1294| PID    Reference Object                     Distance      Geod. Az  |
 MJ1294|                                                           dddmmss.s |
 MJ1294| CL6429 DUNLAP RM 2                          36.090 METERS 08757     |
 MJ1294| MJ1171 WESTPHALIA ST BONIFACES CHURCH      APPROX.21.0 KM 1391946.8 |
 MJ1294| CL6427 DUNLAP AZ MK                                       2064608.9 |
 MJ1294| MJ1293 DUNLAP MUNICIPAL STANDPIPE          APPROX. 2.9 KM 2470624.8 |
 MJ1294| CL6428 DUNLAP RM 1                          58.027 METERS 35244     |
 MJ1294|---------------------------------------------------------------------|
 MJ1294
 MJ1294                          SUPERSEDED SURVEY CONTROL
 MJ1294
 MJ1294  NAD 83(1996)-  41 51 50.43270(N)    095 33 33.87596(W) AD(       ) 2
 MJ1294  NAD 83(1986)-  41 51 50.43409(N)    095 33 33.87701(W) AD(       ) 2
 MJ1294  NAD 27      -  41 51 50.47600(N)    095 33 32.86500(W) AD(       ) 2
 MJ1294
 MJ1294.Superseded values are not recommended for survey control.
 MJ1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1294.See file dsdata.txt to determine how the superseded data were derived.
 MJ1294
 MJ1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG8757737845(NAD 83)
 MJ1294_MARKER: DS = TRIANGULATION STATION DISK
 MJ1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1294_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1294
 MJ1294  HISTORY     - Date     Condition        Report By
 MJ1294  HISTORY     - 1950     MONUMENTED       CGS
 MJ1294
 MJ1294                          STATION DESCRIPTION
 MJ1294
 MJ1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1294'STATION IS LOCATED ABOUT 2-1/2 MILES EAST NORTHEAST OF DUNLAP
 MJ1294'JUST NORTH OF A FARMHOUSE.  STATION IS 31 FEET NORTHWEST OF
 MJ1294'POWER POLE WITH TRANSFORMER AND 17 FEET NORTH NORTHWEST
 MJ1294'OF GATE POST.  THE MARK IS FLUSH WITH THE GROUND AND THE
 MJ1294'DISK IS STAMPED DUNLAP 1950.
 MJ1294'
 MJ1294'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF FENCE.  THE MARK
 MJ1294'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED DUNLAP NO
 MJ1294'1 1950.
 MJ1294'
 MJ1294'REFERENCE MARK NO. 2 IS 50 FEET SOUTHWEST OF THE SOUTHWEST
 MJ1294'CORNER OF A BRICK CHICKEN HOUSE, 3.5 FEET NORTH OF GATE POST
 MJ1294'AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES
 MJ1294'AND THE DISK IS STAMPED DUNLAP NO 2 1950.
 MJ1294'
 MJ1294'AZIMUTH MARK IS 31 FEET EAST OF THE APPROXIMATE CENTERLINE
 MJ1294'OF ROAD, 2 FEET NORTH NORTHEAST OF WITNESS POST AND 1 FOOT
 MJ1294'EAST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 MJ1294'IS STAMPED DUNLAP 1950.
 MJ1294'
 MJ1294'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY
 MJ1294'37 IN THE CENTER OF DUNLAP GO EAST ON STATE HIGHWAY 37 FOR
 MJ1294'0.8 MILE TO FORK.  TAKE LEFT FORK STRAIGHT AHEAD ON DIRT
 MJ1294'ROAD FOR 1.35 MILES TO T ROAD LEFT.  TURN LEFT AND GO NORTH
 MJ1294'FOR 0.3 MILE TO AZIMUTH MARK ON RIGHT OR EAST SIDE OF ROAD
 MJ1294'AS DESCRIBED.  CONTINUE NORTH AND EAST FOR 0.35 MILE TO
 MJ1294'DRIVEWAY TO FARM.  TURN LEFT ON DRIVEWAY PASSING TO THE EAST
 MJ1294'HOUSE AND CONTINUE TO BOARD GATE.  PASS THROUGH GATE AND GO
 MJ1294'WEST ALONG YARD FENCE STATION AS DESCRIBED.
 MJ1294'
 MJ1294'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1293 ***********************************************************************
 MJ1293  DESIGNATION -  DUNLAP MUNICIPAL STANDPIPE
 MJ1293  PID         -  MJ1293
 MJ1293  STATE/COUNTY-  IA/HARRISON
 MJ1293  USGS QUAD   -  DUNLAP (1971)
 MJ1293
 MJ1293                         *CURRENT SURVEY CONTROL
 MJ1293  ___________________________________________________________________
 MJ1293* NAD 83(1996)-  41 51 14.30700(N)    095 35 28.25052(W)     ADJUSTED  
 MJ1293* NAVD 88     -                                                        
 MJ1293  ___________________________________________________________________
 MJ1293  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 MJ1293  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 MJ1293
 MJ1293  HORZ ORDER  -  THIRD
 MJ1293
 MJ1293.The horizontal coordinates were established by classical geodetic methods
 MJ1293.and adjusted by the National Geodetic Survey in May 1999..
 MJ1293
 MJ1293
 MJ1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1293
 MJ1293.The geoid height was determined by GEOID03.
 MJ1293
 MJ1293;                    North         East     Units Scale Factor Converg.
 MJ1293;SPC IA S     -   207,976.435   326,362.956   MT  1.00001331   -1 22 38.9
 MJ1293;SPC IA N     - 1,041,466.329 1,326,358.365   MT  1.00004540   -1 25 02.2
 MJ1293;UTM  15      - 4,636,809.796   284,906.485   MT  1.00016934   -1 43 46.5
 MJ1293
 MJ1293                          SUPERSEDED SURVEY CONTROL
 MJ1293
 MJ1293  NAD 83(1996)-  41 51 14.30745(N)    095 35 28.25253(W) AD(       ) 4
 MJ1293  NAD 83(1986)-  41 51 14.30892(N)    095 35 28.25284(W) AD(       ) 4
 MJ1293  NAD 27      -  41 51 14.35000(N)    095 35 27.23000(W) AD(       ) 3
 MJ1293
 MJ1293.Superseded values are not recommended for survey control.
 MJ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1293.See file dsdata.txt to determine how the superseded data were derived.
 MJ1293
 MJ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG8490636810(NAD 83)
 MJ1293_MARKER: 52 = STANDPIPE TANK
 MJ1293
 MJ1293  HISTORY     - Date     Condition        Report By
 MJ1293  HISTORY     - 1950     FIRST OBSERVED   CGS
 MJ1293  HISTORY     - 1979     GOOD             NGS
 MJ1293
 MJ1293                          STATION DESCRIPTION
 MJ1293
 MJ1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1293'STATION IS LOCATED IN THE EAST EDGE OF DUNLAP ABOUT 40 PACES
 MJ1293'SOUTH OF STATE HIGHWAY 37.  STATION IS ABOUT 65 FEET HIGH AND
 MJ1293'ABOUT 20 FEET IN DIAMETER.  STATION IS PAINTED SILVER WITH THE
 MJ1293'NAME DUNLAP IN BLACK LETTERS ON THE NORTH SIDE.
 MJ1293'
 MJ1293'THE POINT INTERSECTED WAS THE CENTER OF STANDPIPE.
 MJ1293'
 MJ1293'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 MJ1293'HIGHWAY 37 IN THE CENTER OF DUNLAP GO EAST ON STATE HIGHWAY 37
 MJ1293'FOR 0.55 MILE TO STREET ON RIGHT.  TURN RIGHT AND GO SOUTH ABOUT
 MJ1293'120 FEET TO STATION ON LEFT OR EAST SIDE OF DIRT STREET AS
 MJ1293'DESCRIBED.
 MJ1293
 MJ1293                          STATION RECOVERY (1979)
 MJ1293
 MJ1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MJ1293'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 MJ1293'DESCRIBED, EXCEPT THE DIRT ROAD HAS BEEN PAVED.  IT IS NO LONGER
 MJ1293'GROUND VISIBLE TO STATION DOW 2 WHICH REPLACED DOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0763 ***********************************************************************
 MG0763  DESIGNATION -  DURANT
 MG0763  PID         -  MG0763
 MG0763  STATE/COUNTY-  IA/MUSCATINE
 MG0763  USGS QUAD   -  DURANT (1991)
 MG0763
 MG0763                         *CURRENT SURVEY CONTROL
 MG0763  ___________________________________________________________________
 MG0763* NAD 83(1996)-  41 34 13.91557(N)    090 52 52.08150(W)     ADJUSTED  
 MG0763* NAVD 88     -       245.8    (meters)     806.     (feet)  VERTCON   
 MG0763  ___________________________________________________________________
 MG0763  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 MG0763  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 MG0763
 MG0763  HORZ ORDER  -  FIRST
 MG0763
 MG0763.The horizontal coordinates were established by classical geodetic methods
 MG0763.and adjusted by the National Geodetic Survey in May 1999..
 MG0763
 MG0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0763
 MG0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0763
 MG0763.The geoid height was determined by GEOID03.
 MG0763
 MG0763;                    North         East     Units Scale Factor Converg.
 MG0763;SPC IA S     -   177,696.032   718,388.140   MT  0.99996914   +1 43 30.2
 MG0763;UTM  15      - 4,604,262.695   676,659.318   MT  0.99998407   +1 24 22.7
 MG0763
 MG0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0763!SPC IA S     -   0.99996659  x   0.99996914  =   0.99993573
 MG0763!UTM  15      -   0.99996659  x   0.99998407  =   0.99995066
 MG0763
 MG0763|---------------------------------------------------------------------|
 MG0763| PID    Reference Object                     Distance      Geod. Az  |
 MG0763|                                                           dddmmss.s |
 MG0763| CL8419 DURANT RM 1 AZIMUTH                                18211     |
 MG0763| MG0764 DURANT RM 3                          27.528 METERS 25058     |
 MG0763| CL8420 DURANT RM 2                          20.280 METERS 26712     |
 MG0763| MG0771 WILTON MUNICIPAL TANK               APPROX.11.5 KM 2822632.5 |
 MG0763| MG0762 DURANT MUNICIPAL TANK               APPROX. 4.3 KM 3293102.1 |
 MG0763| CL8421 DURANT RM 4                          47.470 METERS 35736     |
 MG0763| CL8418 DURANT AZ MK                                       3582406.7 |
 MG0763|---------------------------------------------------------------------|
 MG0763
 MG0763                          SUPERSEDED SURVEY CONTROL
 MG0763
 MG0763  NAD 83(1986)-  41 34 13.91592(N)    090 52 52.09156(W) AD(       ) 1
 MG0763  NAD 27      -  41 34 13.81300(N)    090 52 51.56400(W) AD(       ) 1
 MG0763  NGVD 29 (07/19/86)  245.8    (m)          806.     (f) VERT ANG       
 MG0763
 MG0763.Superseded values are not recommended for survey control.
 MG0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0763.See file dsdata.txt to determine how the superseded data were derived.
 MG0763
 MG0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG7665904263(NAD 83)
 MG0763_MARKER: DS = TRIANGULATION STATION DISK
 MG0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0763
 MG0763  HISTORY     - Date     Condition        Report By
 MG0763  HISTORY     - 1930     MONUMENTED       CGS
 MG0763  HISTORY     - 1969     GOOD             CGS
 MG0763  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0763
 MG0763                          STATION DESCRIPTION
 MG0763
 MG0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0763'STATION IS ABOUT 1-1/2 MILES E AND 2 MILES S OF DURANT, A
 MG0763'TOWN ON HIGHWAY 32, ON THE W SIDE OF THE SW 1/4 OF SEC. 8,
 MG0763'T 78 N, R 1 E, ON CULTIVATED LAND OWNED BY MRS. WILHEIM ONTIEDT,
 MG0763'WHO LIVES ON THE W SIDE OF THE SECTION-LINE ROAD, AND ABOUT
 MG0763'700 FEET S OF THE STATION.  THE MARK IS APPROXIMATELY 260
 MG0763'METERS (853 FEET) N OF THE SECTION ROAD, 12.7 METERS (42
 MG0763'FEET) E OF THE CENTER LINE OF THE SECTION-LINE ROAD, AND
 MG0763'5.37 METERS (17.6 FEET) E OF THE FENCE LINE.  MARK IS 12
 MG0763'INCHES BELOW THE SURFACE.
 MG0763'
 MG0763'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MG0763'DISKS SET IN CONCRETE.
 MG0763'
 MG0763'REFERENCE MARK NO. 1 IS 4 INCHES ABOVE THE SURFACE, AND 200
 MG0763'METERS (656 FEET) S OF THE SECTION ROAD, 6.8 METERS (22 FEET)
 MG0763'W OF THE CENTER LINE OF THE SECTION-LINE ROAD, 0.31 METER
 MG0763'(1.0 FOOT) E OF A FENCE, AND 1.47 METERS (4.8 FEET) S OF A
 MG0763'GATEPOST.  REFERENCE MARK NO. 2 IS 4 INCHES ABOVE GROUND, AND
 MG0763'IS ON THE W SIDE OF THE SECTION-LINE ROAD OPPOSITE THE STATION.
 MG0763'IT IS 7.6 METERS (25 FEET) W OF THE CENTER LINE OF THE ROAD,
 MG0763'AND 0.23 METER (0.8 FOOT) E OF THE FENCE.
 MG0763'
 MG0763'TO REACH FROM DURANT, GO E ON HIGHWAY 32, 1.5 MILES.  TURN
 MG0763'S ON THE SECTION-LINE ROAD 2.1 MILES TO THE STATION.
 MG0763'
 MG0763'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MG0763
 MG0763                          STATION RECOVERY (1969)
 MG0763
 MG0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0763'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 MG0763'1 AND 2 HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARKS
 MG0763'3 AND 4 AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 MG0763'BECAUSE DURANT 1930 IS TOO NEAR A POWER LINE, DURANT RM 3 WAS
 MG0763'OCCUPIED AT THIS DATE, SEE DESCRIPTION THEREOF.
 MG0763'
 MG0763'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 MG0763'
 MG0763'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 MG0763'SOUTHEAST OF DURANT.
 MG0763
 MG0763                          STATION RECOVERY (1998)
 MG0763
 MG0763'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0762 ***********************************************************************
 MG0762  DESIGNATION -  DURANT MUNICIPAL TANK
 MG0762  PID         -  MG0762
 MG0762  STATE/COUNTY-  IA/CEDAR
 MG0762  USGS QUAD   -  DURANT (1991)
 MG0762
 MG0762                         *CURRENT SURVEY CONTROL
 MG0762  ___________________________________________________________________
 MG0762* NAD 83(1996)-  41 36 14.63636(N)    090 54 26.76595(W)     ADJUSTED  
 MG0762* NAVD 88     -                                                        
 MG0762  ___________________________________________________________________
 MG0762  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 MG0762  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 MG0762
 MG0762  HORZ ORDER  -  THIRD
 MG0762
 MG0762.The horizontal coordinates were established by classical geodetic methods
 MG0762.and adjusted by the National Geodetic Survey in May 1999..
 MG0762
 MG0762
 MG0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0762
 MG0762.The geoid height was determined by GEOID03.
 MG0762
 MG0762;                    North         East     Units Scale Factor Converg.
 MG0762;SPC IA S     -   181,352.980   716,084.535   MT  0.99997309   +1 42 27.8
 MG0762;UTM  15      - 4,607,932.415   674,376.050   MT  0.99997420   +1 23 23.2
 MG0762
 MG0762                          SUPERSEDED SURVEY CONTROL
 MG0762
 MG0762  NAD 83(1986)-  41 36 14.63647(N)    090 54 26.77608(W) AD(       ) 4
 MG0762  NAD 27      -  41 36 14.53800(N)    090 54 26.24300(W) AD(       ) 3
 MG0762
 MG0762.Superseded values are not recommended for survey control.
 MG0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0762.See file dsdata.txt to determine how the superseded data were derived.
 MG0762
 MG0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG7437607932(NAD 83)
 MG0762_MARKER: 51 = TANK
 MG0762
 MG0762  HISTORY     - Date     Condition        Report By
 MG0762  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0762  HISTORY     - 20050319 GOOD             GEOCAC
 MG0762
 MG0762                          STATION DESCRIPTION
 MG0762
 MG0762'DESCRIBED BY GEOCACHING 2005 (GH)
 MG0762'CYLINDRICAL TANK WITH DURANT PAINTED ON THE SOUTH SIDE IN BLACK
 MG0762'LETTERS, CONICAL ROOF, ROUNDED BOTTOM, PAINTED SILVER, ON 4 LEGS
 MG0762'LOCATED NORTH OF THE CORNER OF 8TH STREET AND 8TH AVENUE IN DURANT IN
 MG0762'CEDAR COUNTY.
 MG0762' 
 MG0762'THERE IS NEWER WATER TOWER IN THE SOUTHWEST PART OF TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0764 ***********************************************************************
 MG0764  DESIGNATION -  DURANT RM 3
 MG0764  PID         -  MG0764
 MG0764  STATE/COUNTY-  IA/MUSCATINE
 MG0764  USGS QUAD   -  DURANT (1991)
 MG0764
 MG0764                         *CURRENT SURVEY CONTROL
 MG0764  ___________________________________________________________________
 MG0764* NAD 83(1996)-  41 34 13.62463(N)    090 52 53.20475(W)     ADJUSTED  
 MG0764* NAVD 88     -       245.4    (meters)     805.     (feet)  VERTCON   
 MG0764  ___________________________________________________________________
 MG0764  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 MG0764  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 MG0764
 MG0764  HORZ ORDER  -  FIRST
 MG0764
 MG0764.The horizontal coordinates were established by classical geodetic methods
 MG0764.and adjusted by the National Geodetic Survey in May 1999..
 MG0764
 MG0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0764
 MG0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0764
 MG0764.The geoid height was determined by GEOID03.
 MG0764
 MG0764;                    North         East     Units Scale Factor Converg.
 MG0764;SPC IA S     -   177,686.277   718,362.399   MT  0.99996913   +1 43 29.4
 MG0764;UTM  15      - 4,604,253.083   676,633.523   MT  0.99998396   +1 24 22.0
 MG0764
 MG0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0764!SPC IA S     -   0.99996665  x   0.99996913  =   0.99993578
 MG0764!UTM  15      -   0.99996665  x   0.99998396  =   0.99995061
 MG0764
 MG0764:                Primary Azimuth Mark                     Grid Az
 MG0764:SPC IA S     -  DURANT AZ MK                             359 24 35.1
 MG0764:UTM  15      -  DURANT AZ MK                             359 43 42.5
 MG0764
 MG0764|---------------------------------------------------------------------|
 MG0764| PID    Reference Object                     Distance      Geod. Az  |
 MG0764|                                                           dddmmss.s |
 MG0764| CL8418 DURANT AZ MK                                       0010804.5 |
 MG0764| CL8421 DURANT RM 4                          61.280 METERS 02307     |
 MG0764| MG0763 DURANT                               27.528 METERS 07058     |
 MG0764| MG0772 WILTON JCT LT AND PWR RAD MST       APPROX.10.9 KM 2811944.4 |
 MG0764|---------------------------------------------------------------------|
 MG0764
 MG0764                          SUPERSEDED SURVEY CONTROL
 MG0764
 MG0764  NAD 83(1986)-  41 34 13.62501(N)    090 52 53.21467(W) AD(       ) 1
 MG0764  NAD 27      -  41 34 13.52202(N)    090 52 52.68716(W) AD(       ) 1
 MG0764  NGVD 29 (07/19/86)  245.4    (m)          805.     (f) VERT ANG       
 MG0764
 MG0764.Superseded values are not recommended for survey control.
 MG0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0764.See file dsdata.txt to determine how the superseded data were derived.
 MG0764
 MG0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG7663404253(NAD 83)
 MG0764_MARKER: DR = REFERENCE MARK DISK
 MG0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0764+STABILITY: SURFACE MOTION
 MG0764
 MG0764  HISTORY     - Date     Condition        Report By
 MG0764  HISTORY     - 1969     MONUMENTED       CGS
 MG0764  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0764
 MG0764                          STATION DESCRIPTION
 MG0764
 MG0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0764'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF BLUE GRASS,
 MG0764'7.5 MILES EAST-SOUTHEAST OF WILTON JCT, AND 2 MILES SOUTHEAST OF
 MG0764'DURANT.  IT IS ON LAND OWNED BY MR. PHILLIP NEWMANN.
 MG0764'
 MG0764'TO REACH THE STATION FROM THE POST OFFICE IN DURANT GO EAST ON
 MG0764'U.S. HIGHWAY 6 FOR 1.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 MG0764'SOUTH ON A GRAVELED ROAD FOR 1.55 MILES TO A SIDE ROAD ON THE
 MG0764'LEFT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON THE
 MG0764'GRAVELED ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT AND
 MG0764'STATION DURANT 1930 ON THE LEFT.
 MG0764'
 MG0764'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED DURANT
 MG0764'1930 NO 3 1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 MG0764'MONUMENT WHICH IS ABOUT 14 INCHES BELOW THE SURFACE OF THE
 MG0764'GROUND.  A STANDARD REFERENCE MARK DISK WAS ALSO USED AS AN
 MG0764'UNDERGROUND MARK.  IT IS 41 FEET WEST OF THE CENTER OF A
 MG0764'GRAVELED ROAD, 11.5 FEET EAST-SOUTHEAST OF A FENCE CORNER POST,
 MG0764'AND 7.5 FEET WEST OF A FENCE LINE.
 MG0764'
 MG0764'DURANT 1930 IS A STANDARD TRIANGULATION STATION MARK DISK
 MG0764'STAMPED DURANT 1930, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MG0764'MONUMENT WHICH IS ABOUT 14 INCHES BELOW THE SURFACE OF THE
 MG0764'GROUND.  IT IS 46 FEET NORTH-NORTHEAST OF A POWER LINE POLE,
 MG0764'44 FEET EAST OF THE CENTER OF A GRAVELED ROAD, AND 11 FEET
 MG0764'EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 MG0764'
 MG0764'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK STAMPED
 MG0764'DURANT 1930 NO 4 1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 MG0764'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 MG0764'35 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 3 FEET
 MG0764'SOUTH-SOUTHEAST OF A LARGE POWER LINE POLE, AND 1.7 FEET EAST
 MG0764'OF A FENCE LINE.
 MG0764'
 MG0764'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED
 MG0764'DURANT 1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 MG0764'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 34 FEET
 MG0764'WEST OF THE CENTER OF A GRAVELED ROAD, 3 FEET SOUTH OF A GUY
 MG0764'WIRE POLE, 2.5 FEET SOUTHEAST OF A 3-WAY FENCE CORNER POST, AND
 MG0764'1.5 FEET SOUTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 MG0764'
 MG0764'DURANT 1930 NO 3 1969 WAS OCCUPIED AT THIS TIME BECAUSE A POWER
 MG0764'LINE IS OVERHEAD AT DURANT 1930.
 MG0764'
 MG0764'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 MG0764'
 MG0764'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 MG0764
 MG0764                          STATION RECOVERY (1998)
 MG0764
 MG0764'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5747 ***********************************************************************
 AB5747  CBN         -  This is a Cooperative Base Network Control Station.
 AB5747  PACS        -  This is a Primary Airport Control Station.
 AB5747  DESIGNATION -  DVN A 1975
 AB5747  PID         -  AB5747
 AB5747  STATE/COUNTY-  IA/SCOTT
 AB5747  USGS QUAD   -  DAVENPORT EAST (1993)
 AB5747
 AB5747                         *CURRENT SURVEY CONTROL
 AB5747  ___________________________________________________________________
 AB5747* NAD 83(1996)-  41 37 01.21333(N)    090 35 38.92466(W)     ADJUSTED  
 AB5747* NAVD 88     -       229.17   (meters)     751.9    (feet)  GPS OBS   
 AB5747  ___________________________________________________________________
 AB5747  X           -     -49,520.133 (meters)                     COMP
 AB5747  Y           -  -4,775,247.457 (meters)                     COMP
 AB5747  Z           -   4,214,026.552 (meters)                     COMP
 AB5747  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AB5747  ELLIP HEIGHT-         196.38  (meters)          (06/15/04) GPS OBS
 AB5747  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 AB5747
 AB5747  HORZ ORDER  -  B
 AB5747  ELLP ORDER  -  FOURTH    CLASS I
 AB5747
 AB5747.This mark is at Davenport Municipal Airport (DVN)
 AB5747
 AB5747.The horizontal coordinates were established by GPS observations
 AB5747.and adjusted by the National Geodetic Survey in August 1997..
 AB5747
 AB5747.The orthometric height was determined by GPS observations and a
 AB5747.high-resolution geoid model.
 AB5747
 AB5747.GPS derived orthometric heights for airport stations designated as
 AB5747.PACS or SACS are published to 2 decimal places.  This maintains
 AB5747.centimeter relative accuracy between the PACS and SACS.  It does
 AB5747.not indicate centimeter accuracy relative to other marks which are
 AB5747.part of the NAVD 88 network.
 AB5747
 AB5747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5747
 AB5747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5747
 AB5747.The ellipsoidal height was determined by GPS observations
 AB5747.and is referenced to NAD 83.
 AB5747
 AB5747.The geoid height was determined by GEOID03.
 AB5747
 AB5747;                    North         East     Units Scale Factor Converg.
 AB5747;SPC IA S     -   183,614.401   742,139.313   MT  0.99997470   +1 54 50.7
 AB5747;UTM  15      - 4,610,049.844   700,444.473   MT  1.00009445   +1 35 54.1
 AB5747
 AB5747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5747!SPC IA S     -   0.99996920  x   0.99997470  =   0.99994390
 AB5747!UTM  15      -   0.99996920  x   1.00009445  =   1.00006365
 AB5747
 AB5747                          SUPERSEDED SURVEY CONTROL
 AB5747
 AB5747  ELLIP H (08/25/97)  196.43   (m)                       GP(       ) 4 1
 AB5747
 AB5747.Superseded values are not recommended for survey control.
 AB5747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5747.See file dsdata.txt to determine how the superseded data were derived.
 AB5747
 AB5747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG0044410050(NAD 83)
 AB5747_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB5747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5747_STAMPING: DVN A 1975
 AB5747_MARK LOGO: CGS   
 AB5747_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5747+STABILITY: SURFACE MOTION
 AB5747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5747+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1996
 AB5747
 AB5747  HISTORY     - Date     Condition        Report By
 AB5747  HISTORY     - 1975     MONUMENTED       CGS
 AB5747  HISTORY     - 19940615 GOOD             NGS
 AB5747  HISTORY     - 19961018 GOOD             NGS
 AB5747
 AB5747                          STATION DESCRIPTION
 AB5747
 AB5747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AB5747'LOCATED NEAR RUNWAY END 15, 88.4 FT (26.9 M) EAST OF THE NORTHEASTERLY
 AB5747'THREESHOLD LIGHT, 49.9 FT (15.2 M) NORTHWEST OF THE NORTHWEST EDGE OF
 AB5747'THE TAXIWAY, AND 50.5 FT (15.4 M) NORTH OF THE EASTERLY OF 1 OF 2
 AB5747'TAXIWAY LIGHTS.  A STANDARD TOP DISK STAMPED DVN A 1975 SET IN THE TOP
 AB5747'OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 AB5747
 AB5747                          STATION RECOVERY (1996)
 AB5747
 AB5747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 AB5747'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTH OF DAVENPORT, IA.,
 AB5747'ABOUT 4.8 KM (3.00 MI) SOUTH OF ELDRIDGE, IA., AT THE DAVENPORT
 AB5747'MUNICIPAL AIRPORT.  IN THE GRASS, JUST NORTH-NORTHWEST OF THE END TAXI
 AB5747'AT RUNWAY END 15, JUST NORTHEAST OF A SERVICE ROAD. OWNERSHIP--CITY OF
 AB5747'DAVENPORT.  DAVENPORT MUNICIPAL AIRPORT, 9230 HARRISON STREET,
 AB5747'DAVENPORT, IA.  52804.  AIRPORT MANAGER GARY LEWIS, PHONE
 AB5747'319-391-5650.  NOTE--CONTACT AIRPORT MANAGER 24-HOURS IN ADVANCE,
 AB5747'(ESCORT REQUIRED) .  NOTE--THIS STATION IS THE (PACS AND CBN STATION)
 AB5747'.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 AB5747'U.S.  HIGHWAY 61 (EXIT 123) , ABOUT 9.7 KM (6.00 MI) NORTH OF
 AB5747'DAVENPORT, GO NORTH, 1.7 KM (1.05 MI) ALONG HIGHWAY 61 TO SCOTT COUNTY
 AB5747'ROAD F55 (210TH STREET) , (EXIT 124) .  TURN LEFT, WEST, 1.8 KM (1.10
 AB5747'MI) ALONG 210TH STREET TO A PAVED ROAD RIGHT, JUST PASSED THE N.O.A.A.
 AB5747'WEATHER SERVICE BUILDING.  TURN RIGHT, NORTH, 0.2 KM (0.10 MI) ALONG
 AB5747'THE ROAD TO A PAVED ROAD AND PARKING LOT ON THE LEFT.  TURN LEFT,
 AB5747'WEST, 0.08 KM (0.05 MI) TO THE WEST END OF THE PARKING LOT AND THE
 AB5747'AIRPORT OFFICE ON THE LEFT, ON THE WEST SIDE OF A HANGAR.  STATION IS
 AB5747'41.4 M (135.8 FT) EAST-NORTHEAST OF THE EXTENDED RUNWAY CENTERLINE,
 AB5747'22.8 M (74.8 FT) NORTH-NORTHWEST OF THE TAXI CENTERLINE, 19.5 M (64.0
 AB5747'FT) NORTH-NORTHEAST OF THE SOUTH-SOUTHEAST CORNER JUNCTION OF THE TAXI
 AB5747'AND A SERVICE ROAD, 0.4 M (1.3 FT) SOUTH-SOUTHEAST OF A WITNESS POST,
 AB5747'AND THE MONUMENT IS ABOUT 0.1 M (0.3 FT) BELOW THE TAXI LEVEL AND
 AB5747'RECESSED ABOUT 3-CM BELOW THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0650 ***********************************************************************
 MH0650  CBN         -  This is a Cooperative Base Network Control Station.
 MH0650  DESIGNATION -  DYER
 MH0650  PID         -  MH0650
 MH0650  STATE/COUNTY-  IA/MARION
 MH0650  USGS QUAD   -  PLEASANTVILLE (1965)
 MH0650
 MH0650                         *CURRENT SURVEY CONTROL
 MH0650  ___________________________________________________________________
 MH0650* NAD 83(1996)-  41 24 39.03473(N)    093 16 17.27495(W)     ADJUSTED  
 MH0650* NAVD 88     -       283.6    (meters)     930.     (feet)  GPS OBS   
 MH0650  ___________________________________________________________________
 MH0650  X           -    -273,391.301 (meters)                     COMP
 MH0650  Y           -  -4,782,915.341 (meters)                     COMP
 MH0650  Z           -   4,196,917.594 (meters)                     COMP
 MH0650  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 MH0650  ELLIP HEIGHT-         251.89  (meters)          (06/15/04) GPS OBS
 MH0650  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 MH0650
 MH0650  HORZ ORDER  -  B
 MH0650  ELLP ORDER  -  FOURTH    CLASS I
 MH0650
 MH0650.The horizontal coordinates were established by GPS observations
 MH0650.and adjusted by the National Geodetic Survey in August 1997..
 MH0650
 MH0650.The orthometric height was determined by GPS observations and a
 MH0650.high-resolution geoid model.
 MH0650
 MH0650.Photographs are available for this station.
 MH0650
 MH0650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0650
 MH0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0650
 MH0650.The ellipsoidal height was determined by GPS observations
 MH0650.and is referenced to NAD 83.
 MH0650
 MH0650.The geoid height was determined by GEOID03.
 MH0650
 MH0650;                    North         East     Units Scale Factor Converg.
 MH0650;SPC IA S     -   156,698.357   519,107.042   MT  0.99995507   +0 09 01.9
 MH0650;UTM  15      - 4,584,401.714   477,311.699   MT  0.99960633   -0 10 46.4
 MH0650
 MH0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0650!SPC IA S     -   0.99996049  x   0.99995507  =   0.99991556
 MH0650!UTM  15      -   0.99996049  x   0.99960633  =   0.99956684
 MH0650
 MH0650|---------------------------------------------------------------------|
 MH0650| PID    Reference Object                     Distance      Geod. Az  |
 MH0650|                                                           dddmmss.s |
 MH0650| CL8424 DYER RM 3                            12.381 METERS 00643     |
 MH0650| MH0616 NEWTON HIGHEST SMOKESTACK           APPROX.36.7 KM 0291833.0 |
 MH0650| MH0610 NEWTON MUNICIPAL TANK               APPROX.36.7 KM 0291910.4 |
 MH0650| MH0613 NEWTON COURTHOUSE                   APPROX.36.9 KM 0292151.7 |
 MH0650| CL8422 DYER RM 1                            29.681 METERS 08034     |
 MH0650| MH0633 KNOXVILLE COURTHOUSE                APPROX.17.8 KM 1250232.4 |
 MH0650| MH0632 KNOXVILLE WATER TOWER               APPROX.17.0 KM 1263310.5 |
 MH0650| MH0651 PLEASANTVILLE WATER TOWER           APPROX. 2.7 KM 1742221.7 |
 MH0650| CL8425 DYER RM 4                            31.090 METERS 29228     |
 MH0650| MH0625 CARLISLE CITY WATER TOWER           APPROX.21.2 KM 2983401.9 |
 MH0650| MH0676 DES MOINES CAPITOL BLDG DOME        APPROX.34.2 KM 3055602.6 |
 MH0650| MH0620 MITCHELLVILLE CHURCH                APPROX.29.1 KM 3444144.3 |
 MH0650| MH0623 MITCHELLVILLE SMOKESTACK            APPROX.29.0 KM 3444103.3 |
 MH0650| MH0621 MITCHELLVILLE LARGE WATER TANK      APPROX.29.0 KM 3444207.4 |
 MH0650| MH0622 MITCHELLVILLE INDUST FARM TANK      APPROX.29.5 KM 3455725.9 |
 MH0650| CL8423 DYER RM 2                                          35615     |
 MH0650| MH0652 DYER AZ MK                          APPROX. 0.8 KM 3571227.8 |
 MH0650|---------------------------------------------------------------------|
 MH0650
 MH0650                          SUPERSEDED SURVEY CONTROL
 MH0650
 MH0650  ELLIP H (08/25/97)  251.93   (m)                       GP(       ) 4 1
 MH0650  NAD 83(1986)-  41 24 39.03919(N)    093 16 17.28230(W) AD(       ) 1
 MH0650  NAD 27      -  41 24 39.07100(N)    093 16 16.53340(W) AD(       ) 1
 MH0650  NGVD 29 (07/09/90)  283.6    (m)          930.     (f) GPS OBS        
 MH0650
 MH0650.Superseded values are not recommended for survey control.
 MH0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0650.See file dsdata.txt to determine how the superseded data were derived.
 MH0650
 MH0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF7731284402(NAD 83)
 MH0650_MARKER: DS = TRIANGULATION STATION DISK
 MH0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0650_SP_SET: CONCRETE POST
 MH0650_STAMPING: DYER 1928
 MH0650_MARK LOGO: CGS   
 MH0650_PROJECTION: RECESSED 5 CENTIMETERS
 MH0650_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MH0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0650+STABILITY: SURFACE MOTION
 MH0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0650+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 MH0650
 MH0650  HISTORY     - Date     Condition        Report By
 MH0650  HISTORY     - 1928     MONUMENTED       CGS
 MH0650  HISTORY     - 1928     GOOD             CGS
 MH0650  HISTORY     - 1931     GOOD             IA-125
 MH0650  HISTORY     - 1934     GOOD             IOWAGS
 MH0650  HISTORY     - 1964     GOOD             USGS
 MH0650  HISTORY     - 1977     GOOD             NGS
 MH0650  HISTORY     - 19890812 GOOD             NGS
 MH0650  HISTORY     - 19961205 GOOD             IADT
 MH0650  HISTORY     - 20010501 GOOD             WOOLPT
 MH0650
 MH0650                          STATION DESCRIPTION
 MH0650
 MH0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 MH0650'ABOUT 1-1/2 MILES NORTH OF PLEASANTVILLE, IN THE NORTHWEST CORNER
 MH0650'OF THE SOUTHWEST QUARTER OF SEC. 3, T. 76 N., R. 21 W., ON
 MH0650'LAND OWNED BY WORD DYER WHO LIVES 300 METERS SOUTH OF STATION.
 MH0650'THE STATION IS IN THE NORTHWEST CORNER OF A CULTIVATED FIELD,
 MH0650'7.32 METERS EAST OF THE SECTION-LINE FENCE, 13 METERS EAST OF
 MH0650'THE CENTER LINE OF THE ROAD AND 5.10 METERS SOUTH OF EAST-WEST
 MH0650'FENCE.
 MH0650'
 MH0650'SURFACE STATION MARK IS A STANDARD DISK TRIANGULATION MARK
 MH0650'SET IN CONCRETE POST 12 INCHES BELOW SURFACE OF GROUND.
 MH0650'UNDERGROUND MARK IS A STANDARD DISK TRIANGULATION MARK SET IN
 MH0650'CONCRETE BLOCK 6 FEET BELOW SURFACE OF GROUND.
 MH0650'
 MH0650'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION,
 MH0650'42.30 METERS EAST OF THE CENTER LINE OF THE ROAD, 0.55 METERS
 MH0650'SOUTH OF THE FENCE LINE.
 MH0650'
 MH0650'REFERENCE MARK NO. 2) IS NORTH-NORTHWEST OF THE
 MH0650'STATION, 6.30 METERS WEST OF THE CENTER LINE OF THE ROAD AND
 MH0650'0.50 METERS WEST OF THE FENCE.
 MH0650'
 MH0650'HEIGHT OF SIGNAL ABOVE STATION MARK - 30.5 METERS.
 MH0650
 MH0650                          STATION RECOVERY (1928)
 MH0650
 MH0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 MH0650'RECOVERED IN GOOD CONDITION.
 MH0650
 MH0650                          STATION RECOVERY (1931)
 MH0650
 MH0650'RECOVERY NOTE BY MARION COUNTY IOWA 1931 (RTJ)
 MH0650'AN IMPROVEMENT IN THE HIGHWAY BETWEEN SECTIONS 9 AND 10, T. 76
 MH0650'N., R. 21 W., OF THE 5 TH PRINCIPAL MERIDIAN, IS PLANNED FOR THE
 MH0650'SEASON OF 1932.  IT IS NECESSARY TO MOVE THE FENCES BACK ABOUT 10
 MH0650'FEET.  WE FIND A REFERENCE MARK OF THE U.S. COAST AND GEODETIC
 MH0650'SURVEY MARKED DYER NO. 2, 1928.  THE NECESSARY GRADING ON THIS
 MH0650'HIGHWAY WILL DESTROY THE MONUMENT, AND WE ARE REQUESTING
 MH0650'PERMISSION TO MOVE THIS POINT.  PLEASE ADVISE US IF IT SHOULD
 MH0650'BE LOWERED OR MOVED TO ONE SIDE, AND THE METHOD RECOMMENDED BY
 MH0650'YOUR OFFICE.
 MH0650'
 MH0650'PERMISSION WAS GIVEN TO DESTROY THE REFERENCE MARK.  THE
 MH0650'BRONZE DISK WAS RECEIVED AT THE OFFICE MAY 19, 1932.
 MH0650
 MH0650                          STATION RECOVERY (1934)
 MH0650
 MH0650'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MH0650'DYER REFERENCE MARK NO. 2 DESTROYED BY COUNTY ROAD CREW IN
 MH0650'GRADING ROAD.  DYER REFERENCE MARK NO. 1 IN GOOD CONDITION.
 MH0650'DYER MONUMENT 1928, 18 INCHES BELOW SURFACE.
 MH0650'
 MH0650'DESCRIPTION OF TIES--PRIMARY U.S. COAST AND GEODETIC SURVEY
 MH0650'TRIANGULATION MONUMENT DYER 1928 IS 97.4 FEET SOUTHWEST OF
 MH0650'DYER REFERENCE MARK NO. 1, WHICH IS NEAR EAST AND WEST FENCE
 MH0650'ON CENTER LINE SEC. 3, T. 76 N., R. 21 W., 16.8 FEET SOUTH OF
 MH0650'SAID EAST AND WEST FENCE, 17.4 FEET EAST OF FENCE ON EAST SIDE
 MH0650'OF NORTH AND SOUTH ROAD, 24.3 FEET SOUTHEAST OF FENCE CORNER
 MH0650'POST.
 MH0650
 MH0650                          STATION RECOVERY (1964)
 MH0650
 MH0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MH0650'STATION AND R.M. 1 WERE RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 MH0650
 MH0650                          STATION RECOVERY (1977)
 MH0650
 MH0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MH0650'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 MH0650'GOOD CONDITION.  REFERENCE MARK 2 WAS PREVIOUSLY REPORTED
 MH0650'DESTROYED.  REFERENCE MARKS 3 AND 4 AND AN AZIMUTH MARK WERE
 MH0650'ESTABLISHED THIS DATE.  THE DISTANCE TO REFERENCE MARK 1 CHECKED
 MH0650'THE PREVIOUS DISTANCE.  A DIFFERENCE OF 1 MINUTE 41 SECONDS WAS
 MH0650'OBSERVED THIS DATE ON THE ANGLE BETWEEN THE KNOXVILLE, COURTHOUSE
 MH0650'AND REFERENCE MARK 1.
 MH0650'
 MH0650'A NEW COMPLETE DESCRIPTION FOLLOWS--
 MH0650'
 MH0650'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF PLEASANTVILLE, IN
 MH0650'THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SEC. 3, T 76 N,
 MH0650'R 21 W, AND ON THE EAST RIGHT-OF-WAY OF SURFACE ROAD.
 MH0650'
 MH0650'TO REACH THE STATION FROM THE POST OFFICE IN PLEASANTVILLE, GO EAST
 MH0650'ON MONROE STREET FOR 0.2 MILE TO A T-STREET.  TURN LEFT AND GO NORTH
 MH0650'FOR 0.05 MILE TO STATE HIGHWAY 5.  TURN LEFT AND GO NORTHWEST ON
 MH0650'HIGHWAY 5 FOR 0.7 MILE TO A SURFACED ROAD ON THE RIGHT.  TURN
 MH0650'RIGHT AND GO NORTHERLY ON THE SURFACED ROAD FOR 1.1 MILES TO THE
 MH0650'STATION ON THE RIGHT AT ENTRANCE TO FIELDS ON THE RIGHT AND THE LEFT
 MH0650'AND GATES IN FENCELINES.
 MH0650'
 MH0650'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED DYER 1928, SET
 MH0650'IN THE TOP OF A SQUARE CONCRETE POST THAT IS 12 INCHES BELOW THE
 MH0650'GROUND SURFACE.  IT IS 44.5 FEET EAST OF THE CENTER OF THE SURFACED
 MH0650'ROAD, 50.5 FEET SOUTH-SOUTHWEST OF A POWER POLE, 17.5 FEET SOUTH
 MH0650'OF THE CENTER GATE POST AND END OF FENCE BEARING EAST, 5.5 FEET
 MH0650'WEST OF THE SOUTH END GATE POST OF THE SOUTH GATE AND 5 FEET
 MH0650'WEST-NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 MH0650'INSPECTED THIS DATE.
 MH0650'
 MH0650'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DYER NO 1 1928, SET IN
 MH0650'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 2 INCHES BELOW THE
 MH0650'GROUND SURFACE.  IT IS 90 FEET EAST OF THE CENTER GATE POST AND 0.5
 MH0650'FEET SOUTH OF THE FENCE BEARING EAST FROM THE STATION.
 MH0650'
 MH0650'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MH0650'DYER 1928 NO 3 1977 AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 MH0650'IT IS 50 FEET EAST OF THE CENTER OF THE SURFACE ROAD, 3.5 FEET
 MH0650'NORTH OF THE NORTH END GATE POST OF THE NORTH GATE, 10 FEET SOUTH
 MH0650'OF THE POWER POLE AND 0.5 FEET WEST OF THE NORTH-SOUTH FENCE.
 MH0650'
 MH0650'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MH0650'DYER 1928 NO 4 1977 AND PROJECTS 2 INCHES ABOVE THE GROUND
 MH0650'SURFACE.  IT IS 49 FEET WEST OF THE CENTER OF THE SURFACE ROAD, 4
 MH0650'FEET NORTH OF THE NORTH END GATE POST, 1 FOOT EAST OF A NORTH-SOUTH
 MH0650'FENCELINE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 MH0650'
 MH0650'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DYER 1928 1977, SET IN
 MH0650'THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE
 MH0650'GROUND SURFACE.  IT IS 51 FEET WEST OF THE CENTER OF THE SURFACE
 MH0650'ROAD, 2 FEET SOUTH OF A METAL WITNESS POST, 1.5 FEET NORTH OF THE
 MH0650'NORTH END GATE POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCELINE.
 MH0650'
 MH0650'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE SURFACED
 MH0650'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MH0650'
 MH0650'NOTE--REBAR PLACED IN THE AZIMUTH MARK CONCRETE POST AND BESIDE THE
 MH0650'STATION MARK CONCRETE POST.
 MH0650'
 MH0650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NORTH OF
 MH0650'PLEASANTVILLE.
 MH0650
 MH0650                          STATION RECOVERY (1989)
 MH0650
 MH0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MH0650'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) NORTH OF PLEASANTVILLE,
 MH0650'ALONG THE SOUTH SIDE OF A PAVED ROAD.  OWNERSHIP--DEPARTMENT OF
 MH0650'TRANSPORTATION, 800 LINCOLN WAY, AMES, IA 50010, PHONE (319) 239-1101.
 MH0650'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND COUNTY
 MH0650'ROAD G 40 IN PLEASANTVILLE, GO NORTHWEST ON STATE HIGHWAY 5 FOR 1.4 KM
 MH0650'(0.85 MI) TO THE INTERSECTION OF A PAVED ROAD.  TURN RIGHT, NORTH, ON
 MH0650'THE PAVED ROAD FOR 1.8 KM (1.10 MI) TO THE STATION ON THE RIGHT.
 MH0650'THE STATION IS A STANDARD CGS HORIZONTAL STATION MARK DISK ABOUT
 MH0650'12-INCHES BELOW THE GROUND.  LOCATED 13.5 M (44.3 FT) EAST OF THE
 MH0650'CENTER OF THE ROAD, 5.2 M (17.1 FT) SOUTH-SOUTHWEST OF THE T-FENCE
 MH0650'CORNER AND GATE POST OF A FENCE, 1.7 M (5.6 FT) WEST OF THE SOUTH GATE
 MH0650'POST OF A FENCE AND 1.5 M (4.9 FT) WEST-NORTHWEST OF A METAL WITNESS
 MH0650'POST.
 MH0650'DESCRIBED BY M. L. MCCREADY.
 MH0650
 MH0650                          STATION RECOVERY (1996)
 MH0650
 MH0650'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (AAW)
 MH0650'RECOVERED AS DESCRIBED.  STATION IS 1 FT (0.3 M) BELOW GROUND LEVEL. A
 MH0650'PINK STATE HARN SURVEY SIGN WAS PLACED 1.7 M (5.6 FT) NORTHWEST OF THE
 MH0650'MONUMENT.
 MH0650
 MH0650                          STATION RECOVERY (2001)
 MH0650
 MH0650'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 MH0650'RECOVERED AS DESCRIBED.
 MH0650' 
 MH0650' 
 MH0650'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0503 ***********************************************************************
 NJ0503  DESIGNATION -  DYERSVILLE
 NJ0503  PID         -  NJ0503
 NJ0503  STATE/COUNTY-  IA/DUBUQUE
 NJ0503  USGS QUAD   -  DYERSVILLE EAST (1965)
 NJ0503
 NJ0503                         *CURRENT SURVEY CONTROL
 NJ0503  ___________________________________________________________________
 NJ0503* NAD 83(1986)-  42 29 05.     (N)    091 07 14.     (W)     SCALED    
 NJ0503* NAVD 88     -       294.602  (meters)     966.54   (feet)  ADJUSTED  
 NJ0503  ___________________________________________________________________
 NJ0503  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NJ0503  DYNAMIC HT  -         294.508 (meters)     966.23  (feet)  COMP
 NJ0503  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 NJ0503
 NJ0503  VERT ORDER  -  SECOND    CLASS 0
 NJ0503
 NJ0503.The horizontal coordinates were scaled from a topographic map and have
 NJ0503.an estimated accuracy of +/- 6 seconds.
 NJ0503
 NJ0503.The orthometric height was determined by differential leveling
 NJ0503.and adjusted by the National Geodetic Survey in June 1991..
 NJ0503
 NJ0503.The geoid height was determined by GEOID03.
 NJ0503
 NJ0503.The dynamic height is computed by dividing the NAVD 88
 NJ0503.geopotential number by the normal gravity value computed on the
 NJ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0503.degrees latitude (g = 980.6199 gals.).
 NJ0503
 NJ0503.The modeled gravity was interpolated from observed gravity values.
 NJ0503
 NJ0503;                    North         East    Units  Estimated Accuracy
 NJ0503;SPC IA N     - 1,112,130.    1,695,600.      MT  (+/- 180 meters Scaled)
 NJ0503
 NJ0503                          SUPERSEDED SURVEY CONTROL
 NJ0503
 NJ0503  NGVD 29 (??/??/92)  294.628  (m)          966.63   (f) ADJ UNCH    2 0
 NJ0503
 NJ0503.Superseded values are not recommended for survey control.
 NJ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0503.See file dsdata.txt to determine how the superseded data were derived.
 NJ0503
 NJ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH544053(NAD 83)
 NJ0503_MARKER: DB = BENCH MARK DISK
 NJ0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0503_SP_SET: FOUNDATION
 NJ0503_STAMPING: DYERSVILLE 1934
 NJ0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0503
 NJ0503  HISTORY     - Date     Condition        Report By
 NJ0503  HISTORY     - 1934     MONUMENTED       CGS
 NJ0503  HISTORY     - 20010331 GOOD             NGS
 NJ0503
 NJ0503                          STATION DESCRIPTION
 NJ0503
 NJ0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0503'AT DYERSVILLE.
 NJ0503'AT DYERSVILLE, DUBUQUE COUNTY, AT THE CITY HALL, IN THE CONCRETE
 NJ0503'FOUNDATION, 6 INCHES EAST OF A DOOR LEADING UPSTAIRS, AND 2
 NJ0503'FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED DYERSVILLE
 NJ0503'1934 AND SET VERTICALLY.
 NJ0503
 NJ0503                          STATION RECOVERY (2001)
 NJ0503
 NJ0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0503'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0749 ***********************************************************************
 NJ0749  DESIGNATION -  DYERSVILLE MWT
 NJ0749  PID         -  NJ0749
 NJ0749  STATE/COUNTY-  IA/DUBUQUE
 NJ0749  USGS QUAD   -  DYERSVILLE EAST (1965)
 NJ0749
 NJ0749                         *CURRENT SURVEY CONTROL
 NJ0749  ___________________________________________________________________
 NJ0749* NAD 83(1996)-  42 29 10.99533(N)    091 07 23.69275(W)     ADJUSTED  
 NJ0749* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 NJ0749  ___________________________________________________________________
 NJ0749  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 NJ0749  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 NJ0749
 NJ0749  HORZ ORDER  -  THIRD
 NJ0749
 NJ0749.The horizontal coordinates were established by classical geodetic methods
 NJ0749.and adjusted by the National Geodetic Survey in May 1999..
 NJ0749
 NJ0749.The orthometric height was scaled from a topographic map.
 NJ0749
 NJ0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0749
 NJ0749.The geoid height was determined by GEOID03.
 NJ0749
 NJ0749;                    North         East     Units Scale Factor Converg.
 NJ0749;SPC IA N     - 1,112,310.642 1,695,373.596   MT  0.99995035   +1 36 39.0
 NJ0749;UTM  15      - 4,705,488.084   654,241.366   MT  0.99989271   +1 16 04.2
 NJ0749
 NJ0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0749!SPC IA N     -   0.99995322  x   0.99995035  =   0.99990357
 NJ0749!UTM  15      -   0.99995322  x   0.99989271  =   0.99984594
 NJ0749
 NJ0749                          SUPERSEDED SURVEY CONTROL
 NJ0749
 NJ0749  NAD 83(1996)-  42 29 10.99560(N)    091 07 23.69177(W) AD(       ) 4
 NJ0749  NAD 83(1996)-  42 29 10.99438(N)    091 07 23.65481(W) AD(       ) 4
 NJ0749  NAD 83(1986)-  42 29 10.99451(N)    091 07 23.65476(W) AD(       ) 4
 NJ0749  NAD 27      -  42 29 11.01834(N)    091 07 23.31767(W) AD(       ) 3
 NJ0749
 NJ0749.Superseded values are not recommended for survey control.
 NJ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0749.See file dsdata.txt to determine how the superseded data were derived.
 NJ0749
 NJ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5424105488(NAD 83)
 NJ0749_MARKER: 51 = TANK
 NJ0749
 NJ0749  HISTORY     - Date     Condition        Report By
 NJ0749  HISTORY     - 1960     FIRST OBSERVED   USGS
 NJ0749  HISTORY     - 20010331 GOOD             NGS
 NJ0749  HISTORY     - 20060810 MARK NOT FOUND   GEOCAC
 NJ0749
 NJ0749                          STATION DESCRIPTION
 NJ0749
 NJ0749'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 NJ0749'DYERSVILLE MUNICIPAL WATER TANK.
 NJ0749
 NJ0749                          STATION RECOVERY (2001)
 NJ0749
 NJ0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0749'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0749
 NJ0749                          STATION RECOVERY (2006)
 NJ0749
 NJ0749'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0749'ACCORDING TO THE CITY CLERK'S OFFICE, THE PRESENT WATER TOWER WAS
 NJ0749'BUILT IN 1966 AND THE OLD WATER TOWER THAT WAS LOCATED DOWNTOWN BESIDE
 NJ0749'THE RAILROAD TRACKS WAS RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0054 ***********************************************************************
 NK0054  DESIGNATION -  DYSART 1ST NATL BANK STONE
 NK0054  PID         -  NK0054
 NK0054  STATE/COUNTY-  IA/TAMA
 NK0054  USGS QUAD   -  DYSART (1971)
 NK0054
 NK0054                         *CURRENT SURVEY CONTROL
 NK0054  ___________________________________________________________________
 NK0054* NAD 83(1986)-  42 10 13.     (N)    092 18 22.     (W)     SCALED    
 NK0054* NAVD 88     -       298.410  (meters)     979.03   (feet)  ADJUSTED  
 NK0054  ___________________________________________________________________
 NK0054  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 NK0054  DYNAMIC HT  -         298.310 (meters)     978.71  (feet)  COMP
 NK0054  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 NK0054
 NK0054  VERT ORDER  -  SECOND    CLASS 0
 NK0054
 NK0054.The horizontal coordinates were scaled from a topographic map and have
 NK0054.an estimated accuracy of +/- 6 seconds.
 NK0054
 NK0054.The orthometric height was determined by differential leveling
 NK0054.and adjusted by the National Geodetic Survey in June 1991..
 NK0054
 NK0054.The geoid height was determined by GEOID03.
 NK0054
 NK0054.The dynamic height is computed by dividing the NAVD 88
 NK0054.geopotential number by the normal gravity value computed on the
 NK0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0054.degrees latitude (g = 980.6199 gals.).
 NK0054
 NK0054.The modeled gravity was interpolated from observed gravity values.
 NK0054
 NK0054;                    North         East    Units  Estimated Accuracy
 NK0054;SPC IA N     - 1,075,150.    1,598,650.      MT  (+/- 180 meters Scaled)
 NK0054
 NK0054                          SUPERSEDED SURVEY CONTROL
 NK0054
 NK0054.No superseded survey control is available for this station.
 NK0054
 NK0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG573689(NAD 83)
 NK0054_MARKER: B = BOLT
 NK0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0054_SP_SET: WALL
 NK0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0054
 NK0054  HISTORY     - Date     Condition        Report By
 NK0054  HISTORY     - UNK      MONUMENTED       IA2520
 NK0054  HISTORY     - 1934     GOOD             NGS
 NK0054
 NK0054                          STATION DESCRIPTION
 NK0054
 NK0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0054'AT DYSART.
 NK0054'AT DYSART, TAMA COUNTY, AT THE FIRST NATIONAL BANK, 1 FOOT
 NK0054'EAST OF THE NORTHWEST CORNER, IN THE TOP STONE OF THE WALL,
 NK0054'AND ABOUT 3.5 FEET ABOVE GROUND.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0559 ***********************************************************************
 NK0559  DESIGNATION -  DYSART ET
 NK0559  PID         -  NK0559
 NK0559  STATE/COUNTY-  IA/TAMA
 NK0559  USGS QUAD   -  DYSART (1971)
 NK0559
 NK0559                         *CURRENT SURVEY CONTROL
 NK0559  ___________________________________________________________________
 NK0559* NAD 83(1996)-  42 10 19.93170(N)    092 18 19.80603(W)     ADJUSTED  
 NK0559* NAVD 88     -       348.1    (meters)    1142.     (feet)  VERTCON   
 NK0559  ___________________________________________________________________
 NK0559  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 NK0559  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 NK0559
 NK0559  HORZ ORDER  -  SECOND
 NK0559
 NK0559.The horizontal coordinates were established by classical geodetic methods
 NK0559.and adjusted by the National Geodetic Survey in May 1999..
 NK0559
 NK0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0559
 NK0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0559
 NK0559.The geoid height was determined by GEOID03.
 NK0559
 NK0559;                    North         East     Units Scale Factor Converg.
 NK0559;SPC IA N     - 1,075,363.082 1,598,692.814   MT  0.99998252   +0 48 34.4
 NK0559;UTM  15      - 4,669,129.445   557,361.506   MT  0.99964048   +0 27 58.6
 NK0559
 NK0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0559!SPC IA N     -   0.99995031  x   0.99998252  =   0.99993283
 NK0559!UTM  15      -   0.99995031  x   0.99964048  =   0.99959081
 NK0559
 NK0559|---------------------------------------------------------------------|
 NK0559| PID    Reference Object                     Distance      Geod. Az  |
 NK0559|                                                           dddmmss.s |
 NK0559| NK0558 DYSART MUNICIPAL TANK               273.020 METERS 18709     |
 NK0559| NK0566 CLARK                               APPROX. 8.9 KM 2763832.6 |
 NK0559|---------------------------------------------------------------------|
 NK0559
 NK0559                          SUPERSEDED SURVEY CONTROL
 NK0559
 NK0559  NAD 83(1986)-  42 10 19.92963(N)    092 18 19.80482(W) AD(       ) 2
 NK0559  NAD 27      -  42 10 19.95501(N)    092 18 19.13872(W) AD(       ) 2
 NK0559  NGVD 29 (07/19/86)  348.1    (m)         1142.     (f) VERT ANG       
 NK0559
 NK0559.Superseded values are not recommended for survey control.
 NK0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0559.See file dsdata.txt to determine how the superseded data were derived.
 NK0559
 NK0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5736269129(NAD 83)
 NK0559_MARKER: DD = SURVEY DISK
 NK0559_SETTING: 0 = UNSPECIFIED SETTING
 NK0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0559
 NK0559  HISTORY     - Date     Condition        Report By
 NK0559  HISTORY     - 1970     MONUMENTED       USGS
 NK0559
 NK0559                          STATION DESCRIPTION
 NK0559
 NK0559'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0559'THE STATION IS LOCATED IN THE TOWN OF DYSART, ABOUT 0.4 MI
 NK0559'N. AND ABOUT 0.2 MI E. OF THE QUARTER COR. BETWEEN SECS. 13
 NK0559'AND 24, T. 85 N., R. 13 W., ON TOP OF THE HEAD HOUSE OF THE
 NK0559'CONCRETE TAMA BENTON CO-OP CO. ELEV.
 NK0559'
 NK0559'THE STATION MARK, STAMPED ET DYSART 1970 IS 7.58 FT S. AND 6.04 FT
 NK0559'W. OF THE NE. COR. OF THE CONCRETE HEAD HOUSE ROOF.
 NK0559'
 NK0559'NO REFERENCE MARKS WERE ESTABLISHED.
 NK0559'
 NK0559'NO AZIMUTH MARK WAS SET.
 NK0559'
 NK0559'REFERENCE AZIMUTH USED - DYSART M.W.T.  POINT OBSERVED WAS
 NK0559'FINIAL OF DYSART M.W.T. LOCATED ABOUT 170 FT N. AND ABOUT 115
 NK0559'FT E. OF INTERSECTION OF CORNNELL STREET AND MAIN STREET IN
 NK0559'DYSART.  THE TANK WAS BUILT IN 1910 AND IS PAINTED ALUMINUM,
 NK0559'T. 85 N., R. 13 W., ABOUT 0.4 MI N. AND ABOUT 0.1 MI E. OF THE
 NK0559'QUARTER COR. BETWEEN SECS. 13 AND 24.
 NK0559'
 NK0559'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0558 ***********************************************************************
 NK0558  DESIGNATION -  DYSART MUNICIPAL TANK
 NK0558  PID         -  NK0558
 NK0558  STATE/COUNTY-  IA/TAMA
 NK0558  USGS QUAD   -  DYSART (1971)
 NK0558
 NK0558                         *CURRENT SURVEY CONTROL
 NK0558  ___________________________________________________________________
 NK0558* NAD 83(1996)-  42 10 11.15203(N)    092 18 21.28780(W)     ADJUSTED  
 NK0558* NAVD 88     -                                                        
 NK0558  ___________________________________________________________________
 NK0558  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 NK0558  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 NK0558
 NK0558  HORZ ORDER  -  THIRD
 NK0558
 NK0558.The horizontal coordinates were established by classical geodetic methods
 NK0558.and adjusted by the National Geodetic Survey in May 1999..
 NK0558
 NK0558
 NK0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0558
 NK0558.The geoid height was determined by GEOID03.
 NK0558
 NK0558;                    North         East     Units Scale Factor Converg.
 NK0558;SPC IA N     - 1,075,091.740 1,598,662.634   MT  0.99998288   +0 48 33.4
 NK0558;UTM  15      - 4,668,858.382   557,329.713   MT  0.99964044   +0 27 57.5
 NK0558
 NK0558                          SUPERSEDED SURVEY CONTROL
 NK0558
 NK0558  NAD 83(1986)-  42 10 11.14959(N)    092 18 21.28677(W) AD(       ) 4
 NK0558  NAD 27      -  42 10 11.15900(N)    092 18 20.62400(W) AD(       ) 3
 NK0558
 NK0558.Superseded values are not recommended for survey control.
 NK0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0558.See file dsdata.txt to determine how the superseded data were derived.
 NK0558
 NK0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5733068858(NAD 83)
 NK0558_MARKER: 53 = ELEVATED TANK
 NK0558
 NK0558  HISTORY     - Date     Condition        Report By
 NK0558  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0558
 NK0558                          STATION DESCRIPTION
 NK0558
 NK0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0558'STATION IS THE CENTER OF THE LYSART MUNICIPAL WATER TANK.  THE
 NK0558'TANK IS A TALL, STEEL TANK WITH RED TOP AND SILVER SIDES AND
 NK0558'BOTTOM.  THERE IS A BALL ON TOP OF THE TANK AND A LIGHT SUSPENDED
 NK0558'FROM A PIPE.  IT IS LETTERED DYSART IN LARGE BLACK LETTERS ON
 NK0558'THE N AND S SIDES.  IT WAS ERECTED IN 1913.  IT IS ABOUT 125 FEET
 NK0558'HIGH AND IS QUITE PROMINENT.
 NK0558'
 NK0558'THE TANK IS ABOUT 40 FEET E OF THE MAIN STREET OF TOWN AND IS
 NK0558'ABOUT MIDWAY BETWEEN TWO E-W SIDE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0136 ***********************************************************************
 OQ0136  DESIGNATION -  E
 OQ0136  PID         -  OQ0136
 OQ0136  STATE/COUNTY-  IA/SIOUX
 OQ0136  USGS QUAD   -  FAIRVIEW (1968)
 OQ0136
 OQ0136                         *CURRENT SURVEY CONTROL
 OQ0136  ___________________________________________________________________
 OQ0136* NAD 83(1986)-  43 09 21.     (N)    096 27 41.     (W)     SCALED    
 OQ0136* NAVD 88     -       365.999  (meters)    1200.78   (feet)  ADJUSTED  
 OQ0136  ___________________________________________________________________
 OQ0136  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 OQ0136  DYNAMIC HT  -         365.896 (meters)    1200.44  (feet)  COMP
 OQ0136  MODELED GRAV-     980,329.7   (mgal)                       NAVD 88
 OQ0136
 OQ0136  VERT ORDER  -  FIRST     CLASS II
 OQ0136
 OQ0136.The horizontal coordinates were scaled from a topographic map and have
 OQ0136.an estimated accuracy of +/- 6 seconds.
 OQ0136
 OQ0136.The orthometric height was determined by differential leveling
 OQ0136.and adjusted by the National Geodetic Survey in June 1991..
 OQ0136
 OQ0136.The geoid height was determined by GEOID03.
 OQ0136
 OQ0136.The dynamic height is computed by dividing the NAVD 88
 OQ0136.geopotential number by the normal gravity value computed on the
 OQ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0136.degrees latitude (g = 980.6199 gals.).
 OQ0136
 OQ0136.The modeled gravity was interpolated from observed gravity values.
 OQ0136
 OQ0136;                    North         East    Units  Estimated Accuracy
 OQ0136;SPC IA N     - 1,188,150.    1,259,190.      MT  (+/- 180 meters Scaled)
 OQ0136
 OQ0136                          SUPERSEDED SURVEY CONTROL
 OQ0136
 OQ0136  NGVD 29 (??/??/92)  365.774  (m)         1200.04   (f) ADJ UNCH    1 2
 OQ0136
 OQ0136.Superseded values are not recommended for survey control.
 OQ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0136.See file dsdata.txt to determine how the superseded data were derived.
 OQ0136
 OQ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN063812(NAD 83)
 OQ0136_MARKER: B = BOLT
 OQ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0136_SP_SET: JASPER STONE
 OQ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0136+STABILITY: SURFACE MOTION
 OQ0136
 OQ0136  HISTORY     - Date     Condition        Report By
 OQ0136  HISTORY     - UNK      MONUMENTED       CGS
 OQ0136  HISTORY     - 1949     GOOD             NGS
 OQ0136
 OQ0136                          STATION DESCRIPTION
 OQ0136
 OQ0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 OQ0136'2 MI N FROM HUDSON.
 OQ0136'2.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0136'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HUDSON, 0.3 MILE
 OQ0136'SOUTH OF MILEPOST 37, 42.7 FEET WEST OF THE WEST RAIL, 16.0 FEET
 OQ0136'NORTH OF THE CENTER OF A GATE, 5.0 FEET EAST OF THE RIGHT-OF-WAY
 OQ0136'FENCE, 1.0 FOOT EAST OF A REFERENCE POST, THE TOP OF A COPPER
 OQ0136'BOLT LEADED IN THE TOP OF A PINK JASPER STONE POST PROJECTING
 OQ0136'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9317 ***********************************************************************
 AE9317  DESIGNATION -  E
 AE9317  PID         -  AE9317
 AE9317  STATE/COUNTY-  IA/JACKSON
 AE9317  USGS QUAD   -  SAVANNA (1990)
 AE9317
 AE9317                         *CURRENT SURVEY CONTROL
 AE9317  ___________________________________________________________________
 AE9317* NAD 83(1986)-  42 03 47.     (N)    090 11 58.     (W)     SCALED    
 AE9317* NAVD 88     -       239.348  (meters)     785.26   (feet)  ADJUSTED  
 AE9317  ___________________________________________________________________
 AE9317  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AE9317  DYNAMIC HT  -         239.266 (meters)     784.99  (feet)  COMP
 AE9317  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 AE9317
 AE9317  VERT ORDER  -  FIRST     CLASS II
 AE9317
 AE9317.The horizontal coordinates were scaled from a topographic map and have
 AE9317.an estimated accuracy of +/- 6 seconds.
 AE9317
 AE9317.The orthometric height was determined by differential leveling
 AE9317.and adjusted by the National Geodetic Survey in July 2002..
 AE9317
 AE9317.The geoid height was determined by GEOID03.
 AE9317
 AE9317.The dynamic height is computed by dividing the NAVD 88
 AE9317.geopotential number by the normal gravity value computed on the
 AE9317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9317.degrees latitude (g = 980.6199 gals.).
 AE9317
 AE9317.The modeled gravity was interpolated from observed gravity values.
 AE9317
 AE9317;                    North         East    Units  Estimated Accuracy
 AE9317;SPC IA N     - 1,067,870.    1,773,110.      MT  (+/- 180 meters Scaled)
 AE9317
 AE9317                          SUPERSEDED SURVEY CONTROL
 AE9317
 AE9317.No superseded survey control is available for this station.
 AE9317
 AE9317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG317605(NAD 83)
 AE9317_MARKER: DB = BENCH MARK DISK
 AE9317_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE9317_SP_SET: CULVERT HEADWALL
 AE9317_STAMPING: E
 AE9317_MARK LOGO: IAHD  
 AE9317_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9317+STABILITY: SURFACE MOTION
 AE9317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9317+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1998
 AE9317
 AE9317  HISTORY     - Date     Condition        Report By
 AE9317  HISTORY     - UNK      MONUMENTED       IAHD
 AE9317  HISTORY     - 19980106 GOOD             NGS
 AE9317  HISTORY     - 20010331 GOOD             NGS
 AE9317
 AE9317                          STATION DESCRIPTION
 AE9317
 AE9317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9317'2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 AE9317'IN SABULA, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG U.S.  HIGHWAY 67,
 AE9317'IN TOP OF AND 0.6 M (2.0 FT) NORTH OF THE SOUTH END OF THE WEST
 AE9317'CONCRETE HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY, 9.1 M (29.9 FT)
 AE9317'EAST OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AE9317'THE HIGHWAY.
 AE9317
 AE9317                          STATION RECOVERY (2001)
 AE9317
 AE9317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AE9317'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0119 ***********************************************************************
 OP0119  DESIGNATION -  E 1
 OP0119  PID         -  OP0119
 OP0119  STATE/COUNTY-  IA/KOSSUTH
 OP0119  USGS QUAD   -  LEDYARD (1972)
 OP0119
 OP0119                         *CURRENT SURVEY CONTROL
 OP0119  ___________________________________________________________________
 OP0119* NAD 83(1986)-  43 22 59.     (N)    094 11 19.     (W)     SCALED    
 OP0119* NAVD 88     -       352.409  (meters)    1156.20   (feet)  ADJUSTED  
 OP0119  ___________________________________________________________________
 OP0119  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 OP0119  DYNAMIC HT  -         352.326 (meters)    1155.92  (feet)  COMP
 OP0119  MODELED GRAV-     980,373.2   (mgal)                       NAVD 88
 OP0119
 OP0119  VERT ORDER  -  FIRST     CLASS II
 OP0119
 OP0119.The horizontal coordinates were scaled from a topographic map and have
 OP0119.an estimated accuracy of +/- 6 seconds.
 OP0119
 OP0119.The orthometric height was determined by differential leveling
 OP0119.and adjusted by the National Geodetic Survey in June 1991..
 OP0119
 OP0119.The geoid height was determined by GEOID03.
 OP0119
 OP0119.The dynamic height is computed by dividing the NAVD 88
 OP0119.geopotential number by the normal gravity value computed on the
 OP0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0119.degrees latitude (g = 980.6199 gals.).
 OP0119
 OP0119.The modeled gravity was interpolated from observed gravity values.
 OP0119
 OP0119;                    North         East    Units  Estimated Accuracy
 OP0119;SPC IA N     - 1,209,400.    1,444,200.      MT  (+/- 180 meters Scaled)
 OP0119
 OP0119                          SUPERSEDED SURVEY CONTROL
 OP0119
 OP0119  NGVD 29 (??/??/92)  352.358  (m)         1156.03   (f) ADJ UNCH    1 2
 OP0119
 OP0119.Superseded values are not recommended for survey control.
 OP0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0119.See file dsdata.txt to determine how the superseded data were derived.
 OP0119
 OP0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ037040(NAD 83)
 OP0119_MARKER: DB = BENCH MARK DISK
 OP0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0119_SP_SET: ABUTMENT
 OP0119_STAMPING: 1156.028 E 1 1930
 OP0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0119
 OP0119  HISTORY     - Date     Condition        Report By
 OP0119  HISTORY     - 1930     MONUMENTED       CGS
 OP0119  HISTORY     - 1942     GOOD             NGS
 OP0119  HISTORY     - 1970     GOOD             IAHD
 OP0119
 OP0119                          STATION DESCRIPTION
 OP0119
 OP0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OP0119'IN GERLED.
 OP0119'AT GERLED, KOSSUTH COUNTY, 100 FEET SOUTHEAST OF THE CHICAGO, AND
 OP0119'NORTH WESTERN RAILWAY STATION, AT THE OVERHEAD CROSSING OF THE
 OP0119'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, AND IN THE TOE OF THE
 OP0119'WINGWALL AT THE NORTH END OF THE EAST ABUTMENT.  A STANDARD DISK,
 OP0119'STAMPED 1156.028 E 1 1930.
 OP0119
 OP0119                          STATION RECOVERY (1970)
 OP0119
 OP0119'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1970
 OP0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0193 ***********************************************************************
 MH0193  DESIGNATION -  E 10
 MH0193  PID         -  MH0193
 MH0193  STATE/COUNTY-  IA/JASPER
 MH0193  USGS QUAD   -  MINGO (1975)
 MH0193
 MH0193                         *CURRENT SURVEY CONTROL
 MH0193  ___________________________________________________________________
 MH0193* NAD 83(1986)-  41 45 07.     (N)    093 15 05.     (W)     SCALED    
 MH0193* NAVD 88     -       285.376  (meters)     936.27   (feet)  ADJUSTED  
 MH0193  ___________________________________________________________________
 MH0193  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 MH0193  DYNAMIC HT  -         285.260 (meters)     935.89  (feet)  COMP
 MH0193  MODELED GRAV-     980,208.2   (mgal)                       NAVD 88
 MH0193
 MH0193  VERT ORDER  -  FIRST     CLASS II
 MH0193
 MH0193.The horizontal coordinates were scaled from a topographic map and have
 MH0193.an estimated accuracy of +/- 6 seconds.
 MH0193
 MH0193.The orthometric height was determined by differential leveling
 MH0193.and adjusted by the National Geodetic Survey in June 1991..
 MH0193
 MH0193.The geoid height was determined by GEOID03.
 MH0193
 MH0193.The dynamic height is computed by dividing the NAVD 88
 MH0193.geopotential number by the normal gravity value computed on the
 MH0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0193.degrees latitude (g = 980.6199 gals.).
 MH0193
 MH0193.The modeled gravity was interpolated from observed gravity values.
 MH0193
 MH0193;                    North         East    Units  Estimated Accuracy
 MH0193;SPC IA S     -   194,590.      520,680.      MT  (+/- 180 meters Scaled)
 MH0193
 MH0193                          SUPERSEDED SURVEY CONTROL
 MH0193
 MH0193  NGVD 29 (??/??/92)  285.342  (m)          936.16   (f) ADJ UNCH    1 2
 MH0193
 MH0193.Superseded values are not recommended for survey control.
 MH0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0193.See file dsdata.txt to determine how the superseded data were derived.
 MH0193
 MH0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG791222(NAD 83)
 MH0193_MARKER: DB = BENCH MARK DISK
 MH0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0193_STAMPING: E 10 1933
 MH0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0193+STABILITY: SURFACE MOTION
 MH0193
 MH0193  HISTORY     - Date     Condition        Report By
 MH0193  HISTORY     - 1933     MONUMENTED       CGS
 MH0193  HISTORY     - 1934     GOOD             NGS
 MH0193
 MH0193                          STATION DESCRIPTION
 MH0193
 MH0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0193'5 MI N FROM COLFAX.
 MH0193'5 MILES NORTH ALONG STATE HIGHWAY 64 FROM COLFAX, JASPER COUNTY,
 MH0193'153 FEET NORTHEAST OF THE PHILLIP SERVICE STATION, 40 FEET
 MH0193'SOUTHWEST OF THE SOUTHWEST CORNER OF THE WALTER ELLIS HOUSE, 29
 MH0193'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET WEST OF
 MH0193'THE SOUTHWEST CORNER OF A YARD FENCE.  A STANDARD DISK, STAMPED
 MH0193'E 10 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0223 ***********************************************************************
 MJ0223  DESIGNATION -  E 100
 MJ0223  PID         -  MJ0223
 MJ0223  STATE/COUNTY-  IA/AUDUBON
 MJ0223  USGS QUAD   -  GRAY (1971)
 MJ0223
 MJ0223                         *CURRENT SURVEY CONTROL
 MJ0223  ___________________________________________________________________
 MJ0223* NAD 83(1986)-  41 49 10.     (N)    094 57 58.     (W)     SCALED    
 MJ0223* NAVD 88     -       413.233  (meters)    1355.75   (feet)  ADJUSTED  
 MJ0223  ___________________________________________________________________
 MJ0223  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 MJ0223  DYNAMIC HT  -         413.066 (meters)    1355.20  (feet)  COMP
 MJ0223  MODELED GRAV-     980,206.6   (mgal)                       NAVD 88
 MJ0223
 MJ0223  VERT ORDER  -  SECOND    CLASS 0
 MJ0223
 MJ0223.The horizontal coordinates were scaled from a topographic map and have
 MJ0223.an estimated accuracy of +/- 6 seconds.
 MJ0223
 MJ0223.The orthometric height was determined by differential leveling
 MJ0223.and adjusted by the National Geodetic Survey in June 1991..
 MJ0223
 MJ0223.The geoid height was determined by GEOID03.
 MJ0223
 MJ0223.The dynamic height is computed by dividing the NAVD 88
 MJ0223.geopotential number by the normal gravity value computed on the
 MJ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0223.degrees latitude (g = 980.6199 gals.).
 MJ0223
 MJ0223.The modeled gravity was interpolated from observed gravity values.
 MJ0223
 MJ0223;                    North         East    Units  Estimated Accuracy
 MJ0223;SPC IA S     -   203,080.      378,190.      MT  (+/- 180 meters Scaled)
 MJ0223
 MJ0223                          SUPERSEDED SURVEY CONTROL
 MJ0223
 MJ0223  NGVD 29 (??/??/92)  413.129  (m)         1355.41   (f) ADJ UNCH    2 0
 MJ0223
 MJ0223.Superseded values are not recommended for survey control.
 MJ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0223.See file dsdata.txt to determine how the superseded data were derived.
 MJ0223
 MJ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG367315(NAD 83)
 MJ0223_MARKER: DB = BENCH MARK DISK
 MJ0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0223_STAMPING: E 100 1935
 MJ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0223+STABILITY: SURFACE MOTION
 MJ0223
 MJ0223  HISTORY     - Date     Condition        Report By
 MJ0223  HISTORY     - 1935     MONUMENTED       CGS
 MJ0223  HISTORY     - 1969     MARK NOT FOUND   USGS
 MJ0223
 MJ0223                          STATION DESCRIPTION
 MJ0223
 MJ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0223'1.6 MI SE FROM GRAY.
 MJ0223'1.6 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0223'FROM THE STATION AT GRAY, AUDUBON COUNTY, AT A ROAD CROSSING, 25
 MJ0223'FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 14 FEET NORTHEAST
 MJ0223'OF THE CENTERLINE OF THE TRACK, 13 FEET SOUTH OF THE CENTERLINE
 MJ0223'OF THE ROAD, 9 FEET NORTH OF A ROW OF EAST-AND-WEST POLES, 5 FEET
 MJ0223'SOUTH OF A CROSSING-WARNING SIGN, AND LEVEL WITH THE TRACK.  A
 MJ0223'STANDARD DISK, STAMPED E 100 1935 AND SET IN THE TOP OF A CONCRETE
 MJ0223'POST.
 MJ0223
 MJ0223                          STATION RECOVERY (1969)
 MJ0223
 MJ0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MJ0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0234 ***********************************************************************
 MJ0234  DESIGNATION -  E 101
 MJ0234  PID         -  MJ0234
 MJ0234  STATE/COUNTY-  IA/GUTHRIE
 MJ0234  USGS QUAD   -  GUTHRIE CENTER WEST (1971)
 MJ0234
 MJ0234                         *CURRENT SURVEY CONTROL
 MJ0234  ___________________________________________________________________
 MJ0234* NAD 83(1986)-  41 40 25.     (N)    094 34 01.     (W)     SCALED    
 MJ0234* NAVD 88     -       344.616  (meters)    1130.63   (feet)  ADJUSTED  
 MJ0234  ___________________________________________________________________
 MJ0234  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 MJ0234  DYNAMIC HT  -         344.498 (meters)    1130.24  (feet)  COMP
 MJ0234  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 MJ0234
 MJ0234  VERT ORDER  -  SECOND    CLASS 0
 MJ0234
 MJ0234.The horizontal coordinates were scaled from a topographic map and have
 MJ0234.an estimated accuracy of +/- 6 seconds.
 MJ0234
 MJ0234.The orthometric height was determined by differential leveling
 MJ0234.and adjusted by the National Geodetic Survey in June 1991..
 MJ0234
 MJ0234.The geoid height was determined by GEOID03.
 MJ0234
 MJ0234.The dynamic height is computed by dividing the NAVD 88
 MJ0234.geopotential number by the normal gravity value computed on the
 MJ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0234.degrees latitude (g = 980.6199 gals.).
 MJ0234
 MJ0234.The modeled gravity was interpolated from observed gravity values.
 MJ0234
 MJ0234;                    North         East    Units  Estimated Accuracy
 MJ0234;SPC IA S     -   186,400.      411,160.      MT  (+/- 180 meters Scaled)
 MJ0234
 MJ0234                          SUPERSEDED SURVEY CONTROL
 MJ0234
 MJ0234  NGVD 29 (??/??/92)  344.569  (m)         1130.47   (f) ADJ UNCH    2 0
 MJ0234
 MJ0234.Superseded values are not recommended for survey control.
 MJ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0234.See file dsdata.txt to determine how the superseded data were derived.
 MJ0234
 MJ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG695147(NAD 83)
 MJ0234_MARKER: DB = BENCH MARK DISK
 MJ0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0234_SP_SET: CULVERT
 MJ0234_STAMPING: E 101 1935
 MJ0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0234
 MJ0234  HISTORY     - Date     Condition        Report By
 MJ0234  HISTORY     - 1935     MONUMENTED       CGS
 MJ0234  HISTORY     - 1970     GOOD             IAHD
 MJ0234
 MJ0234                          STATION DESCRIPTION
 MJ0234
 MJ0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0234'3.5 MI W FROM GUTHRIE CENTER.
 MJ0234'3.5 MILES WEST ALONG STATE HIGHWAY 64 FROM THE INTERSECTION OF
 MJ0234'STATE HIGHWAY 25 AT GUTHRIE CENTER, GUTHRIE COUNTY, 700 FEET EAST
 MJ0234'OF A SCHOOLHOUSE AT A 4-FOOT CULVERT, IN THE TOP OF THE SOUTH
 MJ0234'CONCRETE HEADWALL, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A
 MJ0234'STANDARD DISK, STAMPED E 101 1935.
 MJ0234
 MJ0234                          STATION RECOVERY (1970)
 MJ0234
 MJ0234'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1970
 MJ0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0143 ***********************************************************************
 MJ0143  DESIGNATION -  E 104
 MJ0143  PID         -  MJ0143
 MJ0143  STATE/COUNTY-  IA/ADAIR
 MJ0143  USGS QUAD   -  ORIENT (1981)
 MJ0143
 MJ0143                         *CURRENT SURVEY CONTROL
 MJ0143  ___________________________________________________________________
 MJ0143* NAD 83(1986)-  41 10 19.     (N)    094 23 10.     (W)     SCALED    
 MJ0143* NAVD 88     -       414.924  (meters)    1361.30   (feet)  ADJUSTED  
 MJ0143  ___________________________________________________________________
 MJ0143  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 MJ0143  DYNAMIC HT  -         414.718 (meters)    1360.62  (feet)  COMP
 MJ0143  MODELED GRAV-     980,115.1   (mgal)                       NAVD 88
 MJ0143
 MJ0143  VERT ORDER  -  SECOND    CLASS 0
 MJ0143
 MJ0143.The horizontal coordinates were scaled from a topographic map and have
 MJ0143.an estimated accuracy of +/- 6 seconds.
 MJ0143
 MJ0143.The orthometric height was determined by differential leveling
 MJ0143.and adjusted by the National Geodetic Survey in June 1991..
 MJ0143
 MJ0143.The geoid height was determined by GEOID03.
 MJ0143
 MJ0143.The dynamic height is computed by dividing the NAVD 88
 MJ0143.geopotential number by the normal gravity value computed on the
 MJ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0143.degrees latitude (g = 980.6199 gals.).
 MJ0143
 MJ0143.The modeled gravity was interpolated from observed gravity values.
 MJ0143
 MJ0143;                    North         East    Units  Estimated Accuracy
 MJ0143;SPC IA S     -   130,520.      425,650.      MT  (+/- 180 meters Scaled)
 MJ0143
 MJ0143                          SUPERSEDED SURVEY CONTROL
 MJ0143
 MJ0143  NGVD 29 (??/??/92)  414.818  (m)         1360.95   (f) ADJ UNCH    2 0
 MJ0143
 MJ0143.Superseded values are not recommended for survey control.
 MJ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0143.See file dsdata.txt to determine how the superseded data were derived.
 MJ0143
 MJ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF837587(NAD 83)
 MJ0143_MARKER: DB = BENCH MARK DISK
 MJ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0143_STAMPING: E 104 1935
 MJ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0143+STABILITY: SURFACE MOTION
 MJ0143
 MJ0143  HISTORY     - Date     Condition        Report By
 MJ0143  HISTORY     - 1935     MONUMENTED       CGS
 MJ0143  HISTORY     - 1971     GOOD             NGS
 MJ0143
 MJ0143                          STATION DESCRIPTION
 MJ0143
 MJ0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0143'2 MI N FROM SPAULDING.
 MJ0143'IN ADAIR COUNTY, 2.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON
 MJ0143'AND QUINCY RAILROAD FROM THE STATION AT SPAULDING, UNION COUNTY,
 MJ0143'14 POLES NORTH OF MILEPOST 9, AT A ROAD CROSSING, 39 FEET WEST
 MJ0143'OF THE CENTERLINE OF THE TRACK, 24 FEET SOUTH OF THE CENTERLINE
 MJ0143'OF THE ROAD, 8 FEET SOUTHEAST OF A FENCE CORNER, 6 FEET SOUTHWEST
 MJ0143'OF A POLE, AND 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK,
 MJ0143'STAMPED E 104 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MJ0143
 MJ0143                          STATION RECOVERY (1971)
 MJ0143
 MJ0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MJ0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0043 ***********************************************************************
 LF0043  DESIGNATION -  E 105
 LF0043  PID         -  LF0043
 LF0043  STATE/COUNTY-  IA/RINGGOLD
 LF0043  USGS QUAD   -  MOUNT AYR (1981)
 LF0043
 LF0043                         *CURRENT SURVEY CONTROL
 LF0043  ___________________________________________________________________
 LF0043* NAD 83(1986)-  40 43 00.     (N)    094 13 47.     (W)     SCALED    
 LF0043* NAVD 88     -       371.248  (meters)    1218.00   (feet)  ADJUSTED  
 LF0043  ___________________________________________________________________
 LF0043  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LF0043  DYNAMIC HT  -         371.062 (meters)    1217.39  (feet)  COMP
 LF0043  MODELED GRAV-     980,111.7   (mgal)                       NAVD 88
 LF0043
 LF0043  VERT ORDER  -  SECOND    CLASS 0
 LF0043
 LF0043.The horizontal coordinates were scaled from a topographic map and have
 LF0043.an estimated accuracy of +/- 6 seconds.
 LF0043
 LF0043.The orthometric height was determined by differential leveling
 LF0043.and adjusted by the National Geodetic Survey in June 1991..
 LF0043
 LF0043.The geoid height was determined by GEOID03.
 LF0043
 LF0043.The dynamic height is computed by dividing the NAVD 88
 LF0043.geopotential number by the normal gravity value computed on the
 LF0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0043.degrees latitude (g = 980.6199 gals.).
 LF0043
 LF0043.The modeled gravity was interpolated from observed gravity values.
 LF0043
 LF0043;                    North         East    Units  Estimated Accuracy
 LF0043;SPC IA S     -    79,840.      438,340.      MT  (+/- 180 meters Scaled)
 LF0043
 LF0043                          SUPERSEDED SURVEY CONTROL
 LF0043
 LF0043  NGVD 29 (??/??/92)  371.146  (m)         1217.67   (f) ADJ UNCH    2 0
 LF0043
 LF0043.Superseded values are not recommended for survey control.
 LF0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0043.See file dsdata.txt to determine how the superseded data were derived.
 LF0043
 LF0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF961080(NAD 83)
 LF0043_MARKER: DB = BENCH MARK DISK
 LF0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0043_STAMPING: E 105 1935
 LF0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0043+STABILITY: SURFACE MOTION
 LF0043
 LF0043  HISTORY     - Date     Condition        Report By
 LF0043  HISTORY     - 1935     MONUMENTED       CGS
 LF0043  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0043
 LF0043                          STATION DESCRIPTION
 LF0043
 LF0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0043'AT MOUNT AYR.
 LF0043'AT MOUNT AYR, RINGGOLD COUNTY, AT THE CROSSING OF U.S. HIGHWAY
 LF0043'169 FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 36 FEET
 LF0043'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11 FEET NORTHEAST
 LF0043'OF THE CENTERLINE OF THE TRACK, NEAR THE PUBLIC SCHOOL, 111
 LF0043'FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOLYARD, AND ABOUT
 LF0043'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 105
 LF0043'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0043
 LF0043                          STATION RECOVERY (1977)
 LF0043
 LF0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0005 ***********************************************************************
 LF0005  DESIGNATION -  E 106
 LF0005  PID         -  LF0005
 LF0005  STATE/COUNTY-  IA/RINGGOLD
 LF0005  USGS QUAD   -  CLEARFIELD (1981)
 LF0005
 LF0005                         *CURRENT SURVEY CONTROL
 LF0005  ___________________________________________________________________
 LF0005* NAD 83(1986)-  40 48 41.     (N)    094 27 11.     (W)     SCALED    
 LF0005* NAVD 88     -       380.124  (meters)    1247.12   (feet)  ADJUSTED  
 LF0005  ___________________________________________________________________
 LF0005  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LF0005  DYNAMIC HT  -         379.931 (meters)    1246.49  (feet)  COMP
 LF0005  MODELED GRAV-     980,105.8   (mgal)                       NAVD 88
 LF0005
 LF0005  VERT ORDER  -  SECOND    CLASS 0
 LF0005
 LF0005.The horizontal coordinates were scaled from a topographic map and have
 LF0005.an estimated accuracy of +/- 6 seconds.
 LF0005
 LF0005.The orthometric height was determined by differential leveling
 LF0005.and adjusted by the National Geodetic Survey in June 1991..
 LF0005
 LF0005.The geoid height was determined by GEOID03.
 LF0005
 LF0005.The dynamic height is computed by dividing the NAVD 88
 LF0005.geopotential number by the normal gravity value computed on the
 LF0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0005.degrees latitude (g = 980.6199 gals.).
 LF0005
 LF0005.The modeled gravity was interpolated from observed gravity values.
 LF0005
 LF0005;                    North         East    Units  Estimated Accuracy
 LF0005;SPC IA S     -    90,540.      419,590.      MT  (+/- 180 meters Scaled)
 LF0005
 LF0005                          SUPERSEDED SURVEY CONTROL
 LF0005
 LF0005  NGVD 29 (??/??/92)  380.00   (m)         1246.7    (f) COMPUTED    2 0
 LF0005
 LF0005.Superseded values are not recommended for survey control.
 LF0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0005.See file dsdata.txt to determine how the superseded data were derived.
 LF0005
 LF0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF774188(NAD 83)
 LF0005_MARKER: DB = BENCH MARK DISK
 LF0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0005_STAMPING: E 106 1935
 LF0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0005+STABILITY: SURFACE MOTION
 LF0005
 LF0005  HISTORY     - Date     Condition        Report By
 LF0005  HISTORY     - 1935     MONUMENTED       CGS
 LF0005
 LF0005                          STATION DESCRIPTION
 LF0005
 LF0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0005'1.4 MI E FROM CLEARFIELD.
 LF0005'DEPOT, CLEARFIELD, 1.4 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LF0005'AND QUINCY RAILROAD, 12 POLES SOUTHWEST OF MILEPOLE 188.  40 FT
 LF0005'NORTHEAST OF CENTERLINE OF PUBLIC ROAD CROSSING, THENCE 41 FT
 LF0005'NORTHWEST OF CENTERLINE OF THE TRACK.  4 FT SOUTHEAST OF RIGHT
 LF0005'OF WAY FENCE AND LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0006 ***********************************************************************
 LF0006  DESIGNATION -  E 106 RESET
 LF0006  PID         -  LF0006
 LF0006  STATE/COUNTY-  IA/RINGGOLD
 LF0006  USGS QUAD   -  CLEARFIELD (1981)
 LF0006
 LF0006                         *CURRENT SURVEY CONTROL
 LF0006  ___________________________________________________________________
 LF0006* NAD 83(1986)-  40 48 41.     (N)    094 27 11.     (W)     SCALED    
 LF0006* NAVD 88     -       380.10   (meters)    1247.0    (feet)  RESET     
 LF0006  ___________________________________________________________________
 LF0006  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LF0006
 LF0006  VERT ORDER  -  THIRD
 LF0006
 LF0006.The horizontal coordinates were scaled from a topographic map and have
 LF0006.an estimated accuracy of +/- 6 seconds.
 LF0006
 LF0006.The orthometric height was computed from unverified reset data.
 LF0006
 LF0006.The geoid height was determined by GEOID03.
 LF0006
 LF0006;                    North         East    Units  Estimated Accuracy
 LF0006;SPC IA S     -    90,540.      419,590.      MT  (+/- 180 meters Scaled)
 LF0006
 LF0006                          SUPERSEDED SURVEY CONTROL
 LF0006
 LF0006  NGVD 29 (??/??/??)  379.98   (m)         1246.7    (f) RESET       3  
 LF0006
 LF0006.Superseded values are not recommended for survey control.
 LF0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0006.See file dsdata.txt to determine how the superseded data were derived.
 LF0006
 LF0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF774188(NAD 83)
 LF0006_MARKER: DB = BENCH MARK DISK
 LF0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0006_STAMPING: E 106 RESET 1962
 LF0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0006+STABILITY: SURFACE MOTION
 LF0006
 LF0006  HISTORY     - Date     Condition        Report By
 LF0006  HISTORY     - 1962     MONUMENTED       CGS
 LF0006
 LF0006                          STATION DESCRIPTION
 LF0006
 LF0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LF0006'1.4 MI E FROM CLEARFIELD.
 LF0006'1.4 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0006'FROM THE STATION AT CLEARFIELD.  IN RINGGOLD COUNTY, GRANT
 LF0006'TOWNSHIP, IOWA, 436.85 FT. SOUTH AND 38 FT. EAST OF THE NW
 LF0006'CORNER SECTION 5, TOWNSHIP 69 NORTH, RANGE 31 WEST OF THE 5TH
 LF0006'P.M., AND SET IN THE TOP OF A CONCRETE POST.  (THE RAILROAD
 LF0006'MENTIONED IN THE DESCRIPTION OF THE ORIGINAL MARK HAS BEEN
 LF0006'ABANDONED AND NO LONGER EXISTS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0218 ***********************************************************************
 LF0218  DESIGNATION -  E 107
 LF0218  PID         -  LF0218
 LF0218  STATE/COUNTY-  IA/PAGE
 LF0218  USGS QUAD   -  COIN (1981)
 LF0218
 LF0218                         *CURRENT SURVEY CONTROL
 LF0218  ___________________________________________________________________
 LF0218* NAD 83(1986)-  40 43 55.     (N)    095 09 13.     (W)     SCALED    
 LF0218* NAVD 88     -       316.701  (meters)    1039.04   (feet)  ADJUSTED  
 LF0218  ___________________________________________________________________
 LF0218  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 LF0218  DYNAMIC HT  -         316.532 (meters)    1038.49  (feet)  COMP
 LF0218  MODELED GRAV-     980,082.9   (mgal)                       NAVD 88
 LF0218
 LF0218  VERT ORDER  -  SECOND    CLASS 0
 LF0218
 LF0218.The horizontal coordinates were scaled from a topographic map and have
 LF0218.an estimated accuracy of +/- 6 seconds.
 LF0218
 LF0218.The orthometric height was determined by differential leveling
 LF0218.and adjusted by the National Geodetic Survey in June 1991..
 LF0218
 LF0218.The geoid height was determined by GEOID03.
 LF0218
 LF0218.The dynamic height is computed by dividing the NAVD 88
 LF0218.geopotential number by the normal gravity value computed on the
 LF0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0218.degrees latitude (g = 980.6199 gals.).
 LF0218
 LF0218.The modeled gravity was interpolated from observed gravity values.
 LF0218
 LF0218;                    North         East    Units  Estimated Accuracy
 LF0218;SPC IA S     -    82,610.      360,320.      MT  (+/- 180 meters Scaled)
 LF0218
 LF0218                          SUPERSEDED SURVEY CONTROL
 LF0218
 LF0218  NGVD 29 (??/??/92)  316.584  (m)         1038.66   (f) ADJ UNCH    2 0
 LF0218
 LF0218.Superseded values are not recommended for survey control.
 LF0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0218.See file dsdata.txt to determine how the superseded data were derived.
 LF0218
 LF0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF181112(NAD 83)
 LF0218_MARKER: DB = BENCH MARK DISK
 LF0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0218_STAMPING: E 107 1935
 LF0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0218+STABILITY: SURFACE MOTION
 LF0218
 LF0218  HISTORY     - Date     Condition        Report By
 LF0218  HISTORY     - 1935     MONUMENTED       CGS
 LF0218  HISTORY     - 1945     GOOD             NGS
 LF0218  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0218
 LF0218                          STATION DESCRIPTION
 LF0218
 LF0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 LF0218'AT YORKTOWN.
 LF0218'AT YORKTOWN, PAGE COUNTY, ON THE ABANDONED CHICAGO, BURLINGTON AND
 LF0218'QUINCY RAILROAD, OPPOSITE THE ABANDONED STATION, AT POLE 230+20,
 LF0218'33 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD ROADBED, 15 FEET
 LF0218'NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 2 FEET LOWER THAN THE
 LF0218'OLD ROADBED.  A STANDARD DISK, STAMPED E 107 1935 AND SET IN THE
 LF0218'TOP OF A CONCRETE POST.
 LF0218
 LF0218                          STATION RECOVERY (1976)
 LF0218
 LF0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0534 ***********************************************************************
 MJ0534  DESIGNATION -  E 108
 MJ0534  PID         -  MJ0534
 MJ0534  STATE/COUNTY-  IA/MONTGOMERY
 MJ0534  USGS QUAD   -  RED OAK NORTH (1978)
 MJ0534
 MJ0534                         *CURRENT SURVEY CONTROL
 MJ0534  ___________________________________________________________________
 MJ0534* NAD 83(1986)-  41 00 05.     (N)    095 13 55.     (W)     SCALED    
 MJ0534* NAVD 88     -       328.965  (meters)    1079.28   (feet)  ADJUSTED  
 MJ0534  ___________________________________________________________________
 MJ0534  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 MJ0534  DYNAMIC HT  -         328.805 (meters)    1078.75  (feet)  COMP
 MJ0534  MODELED GRAV-     980,131.1   (mgal)                       NAVD 88
 MJ0534
 MJ0534  VERT ORDER  -  SECOND    CLASS 0
 MJ0534
 MJ0534.The horizontal coordinates were scaled from a topographic map and have
 MJ0534.an estimated accuracy of +/- 6 seconds.
 MJ0534
 MJ0534.The orthometric height was determined by differential leveling
 MJ0534.and adjusted by the National Geodetic Survey in June 1991..
 MJ0534
 MJ0534.The geoid height was determined by GEOID03.
 MJ0534
 MJ0534.The dynamic height is computed by dividing the NAVD 88
 MJ0534.geopotential number by the normal gravity value computed on the
 MJ0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0534.degrees latitude (g = 980.6199 gals.).
 MJ0534
 MJ0534.The modeled gravity was interpolated from observed gravity values.
 MJ0534
 MJ0534;                    North         East    Units  Estimated Accuracy
 MJ0534;SPC IA S     -   112,650.      354,300.      MT  (+/- 180 meters Scaled)
 MJ0534
 MJ0534                          SUPERSEDED SURVEY CONTROL
 MJ0534
 MJ0534  NGVD 29 (??/??/92)  328.874  (m)         1078.98   (f) ADJ UNCH    2 0
 MJ0534
 MJ0534.Superseded values are not recommended for survey control.
 MJ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0534.See file dsdata.txt to determine how the superseded data were derived.
 MJ0534
 MJ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF122413(NAD 83)
 MJ0534_MARKER: DB = BENCH MARK DISK
 MJ0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0534_STAMPING: E 108 1935
 MJ0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0534+STABILITY: SURFACE MOTION
 MJ0534
 MJ0534  HISTORY     - Date     Condition        Report By
 MJ0534  HISTORY     - 1935     MONUMENTED       CGS
 MJ0534  HISTORY     - 1949     GOOD             NGS
 MJ0534
 MJ0534                          STATION DESCRIPTION
 MJ0534
 MJ0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0534'AT RED OAK.
 MJ0534'AT RED OAK, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 200
 MJ0534'FEET WEST OF THE STATION, AT A WATER CRANE, 12 FEET NORTH OF THE
 MJ0534'CENTERLINE OF THE NORTH TRACK, 6 FEET NORTHEAST OF THE CRANE, IN
 MJ0534'THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION, AND
 MJ0534'ABOUT 6 INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E
 MJ0534'108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0193 ***********************************************************************
 MJ0193  DESIGNATION -  E 109
 MJ0193  PID         -  MJ0193
 MJ0193  STATE/COUNTY-  IA/ADAMS
 MJ0193  USGS QUAD   -  PRESCOTT (1980)
 MJ0193
 MJ0193                         *CURRENT SURVEY CONTROL
 MJ0193  ___________________________________________________________________
 MJ0193* NAD 83(1986)-  41 01 37.     (N)    094 36 09.     (W)     SCALED    
 MJ0193* NAVD 88     -       354.121  (meters)    1161.81   (feet)  ADJUSTED  
 MJ0193  ___________________________________________________________________
 MJ0193  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 MJ0193  DYNAMIC HT  -         353.940 (meters)    1161.22  (feet)  COMP
 MJ0193  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 MJ0193
 MJ0193  VERT ORDER  -  SECOND    CLASS 0
 MJ0193
 MJ0193.The horizontal coordinates were scaled from a topographic map and have
 MJ0193.an estimated accuracy of +/- 6 seconds.
 MJ0193
 MJ0193.The orthometric height was determined by differential leveling
 MJ0193.and adjusted by the National Geodetic Survey in June 1991..
 MJ0193
 MJ0193.The geoid height was determined by GEOID03.
 MJ0193
 MJ0193.The dynamic height is computed by dividing the NAVD 88
 MJ0193.geopotential number by the normal gravity value computed on the
 MJ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0193.degrees latitude (g = 980.6199 gals.).
 MJ0193
 MJ0193.The modeled gravity was interpolated from observed gravity values.
 MJ0193
 MJ0193;                    North         East    Units  Estimated Accuracy
 MJ0193;SPC IA S     -   114,630.      407,290.      MT  (+/- 180 meters Scaled)
 MJ0193
 MJ0193                          SUPERSEDED SURVEY CONTROL
 MJ0193
 MJ0193  NGVD 29 (??/??/92)  353.996  (m)         1161.40   (f) ADJ UNCH    2 0
 MJ0193
 MJ0193.Superseded values are not recommended for survey control.
 MJ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0193.See file dsdata.txt to determine how the superseded data were derived.
 MJ0193
 MJ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF652429(NAD 83)
 MJ0193_MARKER: DB = BENCH MARK DISK
 MJ0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0193_SP_SET: BRIDGE
 MJ0193_STAMPING: E 109 1935
 MJ0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0193
 MJ0193  HISTORY     - Date     Condition        Report By
 MJ0193  HISTORY     - 1935     MONUMENTED       CGS
 MJ0193  HISTORY     - 1975     GOOD             SCS
 MJ0193
 MJ0193                          STATION DESCRIPTION
 MJ0193
 MJ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0193'0.8 MI E FROM PRESCOTT.
 MJ0193'0.8 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0193'FROM THE STATION AT PRESCOTT, ADAMS COUNTY, AT BRIDGE 406.05,
 MJ0193'IN THE CENTER OF THE TOP OF THE SOUTHWEST RETAINING WALL OF THE
 MJ0193'WEST ABUTMENT, 7 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK,
 MJ0193'AND ABOUT 6 INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MJ0193'E 109 1935.
 MJ0193
 MJ0193                          STATION RECOVERY (1975)
 MJ0193
 MJ0193'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1975
 MJ0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0113 ***********************************************************************
 NK0113  DESIGNATION -  E 11
 NK0113  PID         -  NK0113
 NK0113  STATE/COUNTY-  IA/GRUNDY
 NK0113  USGS QUAD   -  REINBECK (1971)
 NK0113
 NK0113                         *CURRENT SURVEY CONTROL
 NK0113  ___________________________________________________________________
 NK0113* NAD 83(1986)-  42 19 33.     (N)    092 36 25.     (W)     SCALED    
 NK0113* NAVD 88     -       283.327  (meters)     929.55   (feet)  ADJUSTED  
 NK0113  ___________________________________________________________________
 NK0113  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 NK0113  DYNAMIC HT  -         283.225 (meters)     929.21  (feet)  COMP
 NK0113  MODELED GRAV-     980,252.1   (mgal)                       NAVD 88
 NK0113
 NK0113  VERT ORDER  -  FIRST     CLASS II
 NK0113
 NK0113.The horizontal coordinates were scaled from a topographic map and have
 NK0113.an estimated accuracy of +/- 6 seconds.
 NK0113
 NK0113.The orthometric height was determined by differential leveling
 NK0113.and adjusted by the National Geodetic Survey in June 1991..
 NK0113
 NK0113.The geoid height was determined by GEOID03.
 NK0113
 NK0113.The dynamic height is computed by dividing the NAVD 88
 NK0113.geopotential number by the normal gravity value computed on the
 NK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0113.degrees latitude (g = 980.6199 gals.).
 NK0113
 NK0113.The modeled gravity was interpolated from observed gravity values.
 NK0113
 NK0113;                    North         East    Units  Estimated Accuracy
 NK0113;SPC IA N     - 1,092,120.    1,573,610.      MT  (+/- 180 meters Scaled)
 NK0113
 NK0113                          SUPERSEDED SURVEY CONTROL
 NK0113
 NK0113  NGVD 29 (??/??/92)  283.315  (m)          929.51   (f) ADJ UNCH    1 2
 NK0113
 NK0113.Superseded values are not recommended for survey control.
 NK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0113.See file dsdata.txt to determine how the superseded data were derived.
 NK0113
 NK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG323860(NAD 83)
 NK0113_MARKER: DB = BENCH MARK DISK
 NK0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0113_STAMPING: E 11 1933
 NK0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0113+STABILITY: SURFACE MOTION
 NK0113
 NK0113  HISTORY     - Date     Condition        Report By
 NK0113  HISTORY     - 1933     MONUMENTED       CGS
 NK0113  HISTORY     - 1934     GOOD             NGS
 NK0113  HISTORY     - 1972     GOOD             IAHD
 NK0113
 NK0113                          STATION DESCRIPTION
 NK0113
 NK0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0113'AT REINBECK.
 NK0113'AT REINBECK, GRUNDY COUNTY, 0.25 MILE SOUTHWEST ALONG THE CHICAGO
 NK0113'GREAT WESTERN RAILROAD FROM ITS INTERSECTION WITH THE CHICAGO,
 NK0113'ROCK ISLAND AND PACIFIC RAILWAY, 0.5 MILE SOUTHWEST OF THE
 NK0113'CHICAGO GREAT WESTERN RAILROAD STATION, 15 FEET NORTH OF POLE
 NK0113'291+0, 40 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 39 FEET
 NK0113'WEST OF THE CENTERLINE OF STATE HIGHWAY 58.  A STANDARD DISK,
 NK0113'STAMPED E 11 1933 AND SET IN THE TOP OF A CONCRETE POST.
 NK0113
 NK0113                          STATION RECOVERY (1972)
 NK0113
 NK0113'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1972
 NK0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0279 ***********************************************************************
 LE0279  DESIGNATION -  E 111
 LE0279  PID         -  LE0279
 LE0279  STATE/COUNTY-  IA/MONROE
 LE0279  USGS QUAD   -  MELROSE (1982)
 LE0279
 LE0279                         *CURRENT SURVEY CONTROL
 LE0279  ___________________________________________________________________
 LE0279* NAD 83(1986)-  40 58 43.     (N)    093 05 19.     (W)     SCALED    
 LE0279* NAVD 88     -       271.109  (meters)     889.46   (feet)  ADJUSTED  
 LE0279  ___________________________________________________________________
 LE0279  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 LE0279  DYNAMIC HT  -         270.984 (meters)     889.05  (feet)  COMP
 LE0279  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 LE0279
 LE0279  VERT ORDER  -  SECOND    CLASS 0
 LE0279
 LE0279.The horizontal coordinates were scaled from a topographic map and have
 LE0279.an estimated accuracy of +/- 6 seconds.
 LE0279
 LE0279.The orthometric height was determined by differential leveling
 LE0279.and adjusted by the National Geodetic Survey in June 1991..
 LE0279
 LE0279.The geoid height was determined by GEOID03.
 LE0279
 LE0279.The dynamic height is computed by dividing the NAVD 88
 LE0279.geopotential number by the normal gravity value computed on the
 LE0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0279.degrees latitude (g = 980.6199 gals.).
 LE0279
 LE0279.The modeled gravity was interpolated from observed gravity values.
 LE0279
 LE0279;                    North         East    Units  Estimated Accuracy
 LE0279;SPC IA S     -   108,760.      534,620.      MT  (+/- 180 meters Scaled)
 LE0279
 LE0279                          SUPERSEDED SURVEY CONTROL
 LE0279
 LE0279  NGVD 29 (??/??/92)  271.086  (m)          889.39   (f) ADJ UNCH    2 0
 LE0279
 LE0279.Superseded values are not recommended for survey control.
 LE0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0279.See file dsdata.txt to determine how the superseded data were derived.
 LE0279
 LE0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF925363(NAD 83)
 LE0279_MARKER: DB = BENCH MARK DISK
 LE0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0279_SP_SET: CONCRETE SLAB
 LE0279_STAMPING: E 111 1935
 LE0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0279
 LE0279  HISTORY     - Date     Condition        Report By
 LE0279  HISTORY     - 1935     MONUMENTED       CGS
 LE0279
 LE0279                          STATION DESCRIPTION
 LE0279
 LE0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0279'1.9 MI W FROM MELROSE.
 LE0279'1.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0279'FROM THE STATION AT MELROSE, AT BRIDGE 320.87, IN THE CENTER
 LE0279'OF THE TOP OF THE CONCRETE SLAB, 1 FOOT NORTH OF THE SOUTH
 LE0279'END, 8 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND
 LE0279'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED E 111 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0141 ***********************************************************************
 MH0141  DESIGNATION -  E 112
 MH0141  PID         -  MH0141
 MH0141  STATE/COUNTY-  IA/MONROE
 MH0141  USGS QUAD   -  AVERY (1968)
 MH0141
 MH0141                         *CURRENT SURVEY CONTROL
 MH0141  ___________________________________________________________________
 MH0141* NAD 83(1986)-  41 06 06.     (N)    092 43 28.     (W)     SCALED    
 MH0141* NAVD 88     -       223.678  (meters)     733.85   (feet)  ADJUSTED  
 MH0141  ___________________________________________________________________
 MH0141  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 MH0141  DYNAMIC HT  -         223.578 (meters)     733.52  (feet)  COMP
 MH0141  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 MH0141
 MH0141  VERT ORDER  -  SECOND    CLASS 0
 MH0141
 MH0141.The horizontal coordinates were scaled from a topographic map and have
 MH0141.an estimated accuracy of +/- 6 seconds.
 MH0141
 MH0141.The orthometric height was determined by differential leveling
 MH0141.and adjusted by the National Geodetic Survey in June 1991..
 MH0141
 MH0141.The geoid height was determined by GEOID03.
 MH0141
 MH0141.The dynamic height is computed by dividing the NAVD 88
 MH0141.geopotential number by the normal gravity value computed on the
 MH0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0141.degrees latitude (g = 980.6199 gals.).
 MH0141
 MH0141.The modeled gravity was interpolated from observed gravity values.
 MH0141
 MH0141;                    North         East    Units  Estimated Accuracy
 MH0141;SPC IA S     -   122,630.      565,150.      MT  (+/- 180 meters Scaled)
 MH0141
 MH0141                          SUPERSEDED SURVEY CONTROL
 MH0141
 MH0141  NGVD 29 (??/??/92)  223.663  (m)          733.80   (f) ADJ UNCH    2 0
 MH0141
 MH0141.Superseded values are not recommended for survey control.
 MH0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0141.See file dsdata.txt to determine how the superseded data were derived.
 MH0141
 MH0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF231500(NAD 83)
 MH0141_MARKER: DB = BENCH MARK DISK
 MH0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0141_STAMPING: E 112 1935
 MH0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0141+STABILITY: SURFACE MOTION
 MH0141
 MH0141  HISTORY     - Date     Condition        Report By
 MH0141  HISTORY     - 1935     MONUMENTED       CGS
 MH0141
 MH0141                          STATION DESCRIPTION
 MH0141
 MH0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0141'3.5 MI NE FROM MAXON.
 MH0141'5.3 MILES NORTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILWAY
 MH0141'FROM THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0141'AT MAXON, MONROE COUNTY, 8-1/2 POLES NORTHEAST OF MILEPOST 318, AT
 MH0141'A ROAD CROSSING, 63 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 MH0141'24 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 24 FEET SOUTHEAST
 MH0141'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 MH0141'A STANDARD DISK, STAMPED E 112 1935 AND SET IN THE TOP OF A
 MH0141'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0247 ***********************************************************************
 MH0247  DESIGNATION -  E 113
 MH0247  PID         -  MH0247
 MH0247  STATE/COUNTY-  IA/MARION
 MH0247  USGS QUAD   -  BEECH (1965)
 MH0247
 MH0247                         *CURRENT SURVEY CONTROL
 MH0247  ___________________________________________________________________
 MH0247* NAD 83(1986)-  41 20 06.     (N)    093 16 55.     (W)     SCALED    
 MH0247* NAVD 88     -       254.256  (meters)     834.17   (feet)  ADJUSTED  
 MH0247  ___________________________________________________________________
 MH0247  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 MH0247  DYNAMIC HT  -         254.148 (meters)     833.82  (feet)  COMP
 MH0247  MODELED GRAV-     980,193.1   (mgal)                       NAVD 88
 MH0247
 MH0247  VERT ORDER  -  SECOND    CLASS 0
 MH0247
 MH0247.The horizontal coordinates were scaled from a topographic map and have
 MH0247.an estimated accuracy of +/- 6 seconds.
 MH0247
 MH0247.The orthometric height was determined by differential leveling
 MH0247.and adjusted by the National Geodetic Survey in June 1991..
 MH0247
 MH0247.The geoid height was determined by GEOID03.
 MH0247
 MH0247.The dynamic height is computed by dividing the NAVD 88
 MH0247.geopotential number by the normal gravity value computed on the
 MH0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0247.degrees latitude (g = 980.6199 gals.).
 MH0247
 MH0247.The modeled gravity was interpolated from observed gravity values.
 MH0247
 MH0247;                    North         East    Units  Estimated Accuracy
 MH0247;SPC IA S     -   148,270.      518,250.      MT  (+/- 180 meters Scaled)
 MH0247
 MH0247                          SUPERSEDED SURVEY CONTROL
 MH0247
 MH0247  NGVD 29 (??/??/92)  254.226  (m)          834.07   (f) ADJ UNCH    2 0
 MH0247
 MH0247.Superseded values are not recommended for survey control.
 MH0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0247.See file dsdata.txt to determine how the superseded data were derived.
 MH0247
 MH0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF764759(NAD 83)
 MH0247_MARKER: DB = BENCH MARK DISK
 MH0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0247_STAMPING: E 113 1935
 MH0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0247+STABILITY: SURFACE MOTION
 MH0247
 MH0247  HISTORY     - Date     Condition        Report By
 MH0247  HISTORY     - 1935     MONUMENTED       CGS
 MH0247
 MH0247                          STATION DESCRIPTION
 MH0247
 MH0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0247'0.8 MI SE FROM KIMBALL.
 MH0247'0.8 MILE SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0247'RAILROAD FROM THE STATION AT KIMBALL, AT OVERPASS 48.2, 7 FEET
 MH0247'NORTHWEST AND 8 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK AT
 MH0247'THE NORTHWEST END OF THE BRIDGE, ON THE TOP OF A FILL, AND LEVEL
 MH0247'WITH THE TRACK.  A STANDARD DISK, STAMPED E 113 1935 AND SET IN
 MH0247'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0257 ***********************************************************************
 LE0257  DESIGNATION -  E 114
 LE0257  PID         -  LE0257
 LE0257  STATE/COUNTY-  IA/WAYNE
 LE0257  USGS QUAD   -  ALLERTON (1964)
 LE0257
 LE0257                         *CURRENT SURVEY CONTROL
 LE0257  ___________________________________________________________________
 LE0257* NAD 83(1986)-  40 43 27.     (N)    093 21 03.     (W)     SCALED    
 LE0257* NAVD 88     -       329.903  (meters)    1082.36   (feet)  ADJUSTED  
 LE0257  ___________________________________________________________________
 LE0257  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LE0257  DYNAMIC HT  -         329.741 (meters)    1081.83  (feet)  COMP
 LE0257  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 LE0257
 LE0257  VERT ORDER  -  SECOND    CLASS 0
 LE0257
 LE0257.The horizontal coordinates were scaled from a topographic map and have
 LE0257.an estimated accuracy of +/- 6 seconds.
 LE0257
 LE0257.The orthometric height was determined by differential leveling
 LE0257.and adjusted by the National Geodetic Survey in June 1991..
 LE0257
 LE0257.The geoid height was determined by GEOID03.
 LE0257
 LE0257.The dynamic height is computed by dividing the NAVD 88
 LE0257.geopotential number by the normal gravity value computed on the
 LE0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0257.degrees latitude (g = 980.6199 gals.).
 LE0257
 LE0257.The modeled gravity was interpolated from observed gravity values.
 LE0257
 LE0257;                    North         East    Units  Estimated Accuracy
 LE0257;SPC IA S     -    80,430.      512,600.      MT  (+/- 180 meters Scaled)
 LE0257
 LE0257                          SUPERSEDED SURVEY CONTROL
 LE0257
 LE0257  NGVD 29 (??/??/92)  329.828  (m)         1082.11   (f) ADJ UNCH    2 0
 LE0257
 LE0257.Superseded values are not recommended for survey control.
 LE0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0257.See file dsdata.txt to determine how the superseded data were derived.
 LE0257
 LE0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF703081(NAD 83)
 LE0257_MARKER: DB = BENCH MARK DISK
 LE0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0257_STAMPING: E 114 1935
 LE0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0257+STABILITY: SURFACE MOTION
 LE0257
 LE0257  HISTORY     - Date     Condition        Report By
 LE0257  HISTORY     - 1935     MONUMENTED       CGS
 LE0257  HISTORY     - 20060522 MARK NOT FOUND   GEOCAC
 LE0257
 LE0257                          STATION DESCRIPTION
 LE0257
 LE0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0257'3.3 MI SW FROM CORYDON.
 LE0257'3.3 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0257'RAILROAD FROM THE STATION AT CORYDON, 10 POLES NORTH OF MILEPOST
 LE0257'1, AT A ROAD CROSSING, 42 FEET SOUTH OF THE CENTERLINE OF THE
 LE0257'ROAD, 42 FEET WEST OF THE CENTERLINE OF THE TRACK, 6 FEET EAST
 LE0257'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 4 FEET LOWER THAN THE
 LE0257'TRACK.  A STANDARD DISK, STAMPED E 114 1935 AND SET IN THE TOP
 LE0257'OF A CONCRETE POST.
 LE0257
 LE0257                          STATION RECOVERY (2006)
 LE0257
 LE0257'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LE0257'THE DESCRIBED LOCATION IS SOUTH OF KING ROAD AT APPROXIMATELY N41
 LE0257'43.454 W093 21.049.  A BRIEF METAL DETECTOR AND PROBE SEARCH FOUND NO
 LE0257'EVIDENCE OF THE MARK. AREA SHOWS SOME SIGNS OF REGRADING.
 LE0257' 
 LE0257'BESIDE THE ROUND CONCRETE FENCE CORNER POST LIES A 19 INCH SECTION OF
 LE0257'TAPERED CONCRETE POST, SQUARE WITH BEVELED EDGES, BROKEN ON BOTH ENDS
 LE0257'AND ABOUT 6 INCHES SQUARE ON THE SMALL END.
 LE0257' 
 LE0257'THIS APPEARS TO BE THE MIDDLE SECTION OF THE BENCHMARK POST WITH NO
 LE0257'EVIDENCE OF THE DISK. PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0401 ***********************************************************************
 LE0401  DESIGNATION -  E 115
 LE0401  PID         -  LE0401
 LE0401  STATE/COUNTY-  IA/DECATUR
 LE0401  USGS QUAD   -  LEON (1964)
 LE0401
 LE0401                         *CURRENT SURVEY CONTROL
 LE0401  ___________________________________________________________________
 LE0401* NAD 83(1986)-  40 44 22.     (N)    093 44 53.     (W)     SCALED    
 LE0401* NAVD 88     -       342.530  (meters)    1123.78   (feet)  ADJUSTED  
 LE0401  ___________________________________________________________________
 LE0401  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 LE0401  DYNAMIC HT  -         342.364 (meters)    1123.24  (feet)  COMP
 LE0401  MODELED GRAV-     980,128.9   (mgal)                       NAVD 88
 LE0401
 LE0401  VERT ORDER  -  SECOND    CLASS 0
 LE0401
 LE0401.The horizontal coordinates were scaled from a topographic map and have
 LE0401.an estimated accuracy of +/- 6 seconds.
 LE0401
 LE0401.The orthometric height was determined by differential leveling
 LE0401.and adjusted by the National Geodetic Survey in June 1991..
 LE0401
 LE0401.The geoid height was determined by GEOID03.
 LE0401
 LE0401.The dynamic height is computed by dividing the NAVD 88
 LE0401.geopotential number by the normal gravity value computed on the
 LE0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0401.degrees latitude (g = 980.6199 gals.).
 LE0401
 LE0401.The modeled gravity was interpolated from observed gravity values.
 LE0401
 LE0401;                    North         East    Units  Estimated Accuracy
 LE0401;SPC IA S     -    82,140.      479,050.      MT  (+/- 180 meters Scaled)
 LE0401
 LE0401                          SUPERSEDED SURVEY CONTROL
 LE0401
 LE0401  NGVD 29 (??/??/92)  342.447  (m)         1123.51   (f) ADJ UNCH    2 0
 LE0401
 LE0401.Superseded values are not recommended for survey control.
 LE0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0401.See file dsdata.txt to determine how the superseded data were derived.
 LE0401
 LE0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF368101(NAD 83)
 LE0401_MARKER: DB = BENCH MARK DISK
 LE0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0401_STAMPING: E 115 1935
 LE0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0401+STABILITY: SURFACE MOTION
 LE0401
 LE0401  HISTORY     - Date     Condition        Report By
 LE0401  HISTORY     - 1935     MONUMENTED       CGS
 LE0401  HISTORY     - 1935     GOOD             NGS
 LE0401  HISTORY     - 1969     MARK NOT FOUND   NGS
 LE0401
 LE0401                          STATION DESCRIPTION
 LE0401
 LE0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0401'AT LEON.
 LE0401'AT LEON, DECATUR COUNTY, 0.7 MILE NORTHEAST OF THE CHICAGO,
 LE0401'BURLINGTON AND QUINCY RAILROAD STATION, AT THE INTERSECTION
 LE0401'OF U.S. HIGHWAY 69 AND STATE HIGHWAY 2, 16 FEET SOUTH OF THE
 LE0401'CENTERLINE OF STATE HIGHWAY 2, 4 FEET WEST OF A SIDEWALK LEADING
 LE0401'SOUTH, AND 2 FEET SOUTH OF A CURB.  A STANDARD DISK, STAMPED
 LE0401'E 115 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0401
 LE0401                          STATION RECOVERY (1969)
 LE0401
 LE0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LE0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0379 ***********************************************************************
 LE0379  DESIGNATION -  E 118
 LE0379  PID         -  LE0379
 LE0379  STATE/COUNTY-  IA/DECATUR
 LE0379  USGS QUAD   -  GARDEN GROVE (1965)
 LE0379
 LE0379                         *CURRENT SURVEY CONTROL
 LE0379  ___________________________________________________________________
 LE0379* NAD 83(1986)-  40 45 40.     (N)    093 33 22.     (W)     SCALED    
 LE0379* NAVD 88     -       297.918  (meters)     977.42   (feet)  ADJUSTED  
 LE0379  ___________________________________________________________________
 LE0379  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 LE0379  DYNAMIC HT  -         297.773 (meters)     976.94  (feet)  COMP
 LE0379  MODELED GRAV-     980,129.6   (mgal)                       NAVD 88
 LE0379
 LE0379  VERT ORDER  -  SECOND    CLASS 0
 LE0379
 LE0379.The horizontal coordinates were scaled from a topographic map and have
 LE0379.an estimated accuracy of +/- 6 seconds.
 LE0379
 LE0379.The orthometric height was determined by differential leveling
 LE0379.and adjusted by the National Geodetic Survey in June 1991..
 LE0379
 LE0379.The geoid height was determined by GEOID03.
 LE0379
 LE0379.The dynamic height is computed by dividing the NAVD 88
 LE0379.geopotential number by the normal gravity value computed on the
 LE0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0379.degrees latitude (g = 980.6199 gals.).
 LE0379
 LE0379.The modeled gravity was interpolated from observed gravity values.
 LE0379
 LE0379;                    North         East    Units  Estimated Accuracy
 LE0379;SPC IA S     -    84,520.      495,260.      MT  (+/- 180 meters Scaled)
 LE0379
 LE0379                          SUPERSEDED SURVEY CONTROL
 LE0379
 LE0379  NGVD 29 (??/??/92)  297.838  (m)          977.16   (f) ADJ UNCH    2 0
 LE0379
 LE0379.Superseded values are not recommended for survey control.
 LE0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0379.See file dsdata.txt to determine how the superseded data were derived.
 LE0379
 LE0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF530123(NAD 83)
 LE0379_MARKER: DB = BENCH MARK DISK
 LE0379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0379_SP_SET: ABUTMENT
 LE0379_STAMPING: E 118 1935
 LE0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0379
 LE0379  HISTORY     - Date     Condition        Report By
 LE0379  HISTORY     - 1935     MONUMENTED       CGS
 LE0379
 LE0379                          STATION DESCRIPTION
 LE0379
 LE0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0379'2 MI E FROM HIGH POINT.
 LE0379'2.0 MILES EAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE
 LE0379'HIGHWAY 204 AT HIGH POINT, DECATUR COUNTY, NEAR THE DECATUR-WAYNE
 LE0379'COUNTY LINE, AT A BRIDGE IN THE TOP OF THE SOUTH END OF THE
 LE0379'WEST CONCRETE ABUTMENT, 12 FEET SOUTH OF THE CENTERLINE OF THE
 LE0379'HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 LE0379'E 118 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0166 ***********************************************************************
 LE0166  DESIGNATION -  E 119
 LE0166  PID         -  LE0166
 LE0166  STATE/COUNTY-  IA/APPANOOSE
 LE0166  USGS QUAD   -  CENTERVILLE WEST (1979)
 LE0166
 LE0166                         *CURRENT SURVEY CONTROL
 LE0166  ___________________________________________________________________
 LE0166* NAD 83(1986)-  40 41 33.     (N)    092 54 57.     (W)     SCALED    
 LE0166* NAVD 88     -       310.381  (meters)    1018.31   (feet)  ADJUSTED  
 LE0166  ___________________________________________________________________
 LE0166  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LE0166  DYNAMIC HT  -         310.228 (meters)    1017.81  (feet)  COMP
 LE0166  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 LE0166
 LE0166  VERT ORDER  -  SECOND    CLASS 0
 LE0166
 LE0166.The horizontal coordinates were scaled from a topographic map and have
 LE0166.an estimated accuracy of +/- 6 seconds.
 LE0166
 LE0166.The orthometric height was determined by differential leveling
 LE0166.and adjusted by the National Geodetic Survey in June 1991..
 LE0166
 LE0166.The geoid height was determined by GEOID03.
 LE0166
 LE0166.The dynamic height is computed by dividing the NAVD 88
 LE0166.geopotential number by the normal gravity value computed on the
 LE0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0166.degrees latitude (g = 980.6199 gals.).
 LE0166
 LE0166.The modeled gravity was interpolated from observed gravity values.
 LE0166
 LE0166;                    North         East    Units  Estimated Accuracy
 LE0166;SPC IA S     -    77,070.      549,380.      MT  (+/- 180 meters Scaled)
 LE0166
 LE0166                          SUPERSEDED SURVEY CONTROL
 LE0166
 LE0166  NGVD 29 (??/??/92)  310.357  (m)         1018.23   (f) ADJ UNCH    2 0
 LE0166
 LE0166.Superseded values are not recommended for survey control.
 LE0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0166.See file dsdata.txt to determine how the superseded data were derived.
 LE0166
 LE0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF071046(NAD 83)
 LE0166_MARKER: DB = BENCH MARK DISK
 LE0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0166_STAMPING: E 119 1935
 LE0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0166+STABILITY: SURFACE MOTION
 LE0166
 LE0166  HISTORY     - Date     Condition        Report By
 LE0166  HISTORY     - 1935     MONUMENTED       CGS
 LE0166
 LE0166                          STATION DESCRIPTION
 LE0166
 LE0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0166'3.4 MI NE FROM NUMA.
 LE0166'3.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0166'RAILWAY FROM THE STATION AT NUMA, APPANOOSE COUNTY, 15-1/2 POLES
 LE0166'WEST OF MILEPOST 340, AT THE CROSSING OF STATE HIGHWAY 60, 42
 LE0166'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 36 FEET EAST OF THE
 LE0166'CENTERLINE OF THE HIGHWAY, 3 FEET NORTH OF THE RIGHT OF WAY
 LE0166'FENCE, AND 7 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LE0166'STAMPED E 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0602 ***********************************************************************
 NJ0602  DESIGNATION -  E 12
 NJ0602  PID         -  NJ0602
 NJ0602  STATE/COUNTY-  IA/FAYETTE
 NJ0602  USGS QUAD   -  WEST UNION (1981)
 NJ0602
 NJ0602                         *CURRENT SURVEY CONTROL
 NJ0602  ___________________________________________________________________
 NJ0602* NAD 83(1986)-  42 56 38.     (N)    091 47 05.     (W)     SCALED    
 NJ0602* NAVD 88     -       331.588  (meters)    1087.88   (feet)  ADJUSTED  
 NJ0602  ___________________________________________________________________
 NJ0602  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 NJ0602  DYNAMIC HT  -         331.499 (meters)    1087.59  (feet)  COMP
 NJ0602  MODELED GRAV-     980,342.7   (mgal)                       NAVD 88
 NJ0602
 NJ0602  VERT ORDER  -  FIRST     CLASS II
 NJ0602
 NJ0602.The horizontal coordinates were scaled from a topographic map and have
 NJ0602.an estimated accuracy of +/- 6 seconds.
 NJ0602
 NJ0602.The orthometric height was determined by differential leveling
 NJ0602.and adjusted by the National Geodetic Survey in June 1991..
 NJ0602
 NJ0602.The geoid height was determined by GEOID03.
 NJ0602
 NJ0602.The dynamic height is computed by dividing the NAVD 88
 NJ0602.geopotential number by the normal gravity value computed on the
 NJ0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0602.degrees latitude (g = 980.6199 gals.).
 NJ0602
 NJ0602.The modeled gravity was interpolated from observed gravity values.
 NJ0602
 NJ0602;                    North         East    Units  Estimated Accuracy
 NJ0602;SPC IA N     - 1,161,800.    1,639,980.      MT  (+/- 180 meters Scaled)
 NJ0602
 NJ0602                          SUPERSEDED SURVEY CONTROL
 NJ0602
 NJ0602  NGVD 29 (??/??/92)  331.622  (m)         1088.00   (f) ADJ UNCH    1 2
 NJ0602
 NJ0602.Superseded values are not recommended for survey control.
 NJ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0602.See file dsdata.txt to determine how the superseded data were derived.
 NJ0602
 NJ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH991553(NAD 83)
 NJ0602_MARKER: DB = BENCH MARK DISK
 NJ0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0602_STAMPING: E 12 1933
 NJ0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0602+STABILITY: SURFACE MOTION
 NJ0602
 NJ0602  HISTORY     - Date     Condition        Report By
 NJ0602  HISTORY     - 1933     MONUMENTED       CGS
 NJ0602  HISTORY     - 1934     GOOD             NGS
 NJ0602  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0602
 NJ0602                          STATION DESCRIPTION
 NJ0602
 NJ0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0602'1.4 MI SE FROM WEST UNION.
 NJ0602'1.4 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0602'RAILWAY FROM WEST UNION, FAYETTE COUNTY, 194 YARDS WEST OF
 NJ0602'MILEPOST 76, 18 FEET WEST OF THE CENTER OF A ROAD CROSSING, 34
 NJ0602'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 10 FEET WEST
 NJ0602'OF A NORTHEAST FENCE CORNER.  A STANDARD DISK, STAMPED E 12 1933
 NJ0602'AND SET IN THE TOP OF A CONCRETE POST.
 NJ0602
 NJ0602                          STATION RECOVERY (1977)
 NJ0602
 NJ0602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0210 ***********************************************************************
 LE0210  DESIGNATION -  E 120
 LE0210  PID         -  LE0210
 LE0210  STATE/COUNTY-  IA/APPANOOSE
 LE0210  USGS QUAD   -  MOULTON (1979)
 LE0210
 LE0210                         *CURRENT SURVEY CONTROL
 LE0210  ___________________________________________________________________
 LE0210* NAD 83(1986)-  40 41 45.     (N)    092 41 31.     (W)     SCALED    
 LE0210* NAVD 88     -       302.723  (meters)     993.18   (feet)  ADJUSTED  
 LE0210  ___________________________________________________________________
 LE0210  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LE0210  DYNAMIC HT  -         302.574 (meters)     992.69  (feet)  COMP
 LE0210  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 LE0210
 LE0210  VERT ORDER  -  SECOND    CLASS 0
 LE0210
 LE0210.The horizontal coordinates were scaled from a topographic map and have
 LE0210.an estimated accuracy of +/- 6 seconds.
 LE0210
 LE0210.The orthometric height was determined by differential leveling
 LE0210.and adjusted by the National Geodetic Survey in June 1991..
 LE0210
 LE0210.The geoid height was determined by GEOID03.
 LE0210
 LE0210.The dynamic height is computed by dividing the NAVD 88
 LE0210.geopotential number by the normal gravity value computed on the
 LE0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0210.degrees latitude (g = 980.6199 gals.).
 LE0210
 LE0210.The modeled gravity was interpolated from observed gravity values.
 LE0210
 LE0210;                    North         East    Units  Estimated Accuracy
 LE0210;SPC IA S     -    77,590.      568,300.      MT  (+/- 180 meters Scaled)
 LE0210
 LE0210                          SUPERSEDED SURVEY CONTROL
 LE0210
 LE0210  NGVD 29 (??/??/92)  302.710  (m)          993.14   (f) ADJ UNCH    2 0
 LE0210
 LE0210.Superseded values are not recommended for survey control.
 LE0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0210.See file dsdata.txt to determine how the superseded data were derived.
 LE0210
 LE0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF260050(NAD 83)
 LE0210_MARKER: DB = BENCH MARK DISK
 LE0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0210_STAMPING: E 120 1935
 LE0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0210+STABILITY: SURFACE MOTION
 LE0210
 LE0210  HISTORY     - Date     Condition        Report By
 LE0210  HISTORY     - 1935     MONUMENTED       CGS
 LE0210  HISTORY     - 1943     GOOD             NGS
 LE0210
 LE0210                          STATION DESCRIPTION
 LE0210
 LE0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0210'1.4 MI NW FROM MOULTON.
 LE0210'1.4 MILES NORTHWEST ALONG THE WABASH RAILROD FROM THE STATION
 LE0210'AT MOULTON, APPANOOSE COUNTY, 10-1/2 POLES SOUTHEAST OF MILEPOST
 LE0210'245, AT A ROAD CROSSING, 81 FEET NORTHWEST OF THE CENTERLINE
 LE0210'OF THE ROAD, 42 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 LE0210'34 FEET NORTH OF THE CENTERLINE OF A COUNTY ROAD, AND 2-1/2
 LE0210'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 120 1935
 LE0210'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0013 ***********************************************************************
 LE0013  DESIGNATION -  E 121
 LE0013  PID         -  LE0013
 LE0013  STATE/COUNTY-  IA/DAVIS
 LE0013  USGS QUAD   -  MILTON (1970)
 LE0013
 LE0013                         *CURRENT SURVEY CONTROL
 LE0013  ___________________________________________________________________
 LE0013* NAD 83(1986)-  40 41 44.     (N)    092 13 58.     (W)     SCALED    
 LE0013* NAVD 88     -       251.94   (+/-2cm)     826.6    (feet)  VERTCON   
 LE0013  ___________________________________________________________________
 LE0013  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LE0013
 LE0013  VERT ORDER  -  ? (See Below)
 LE0013
 LE0013.The horizontal coordinates were scaled from a topographic map and have
 LE0013.an estimated accuracy of +/- 6 seconds.
 LE0013
 LE0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0013.The vertical order pertains to the NGVD 29 superseded value.
 LE0013
 LE0013.The geoid height was determined by GEOID03.
 LE0013
 LE0013;                    North         East    Units  Estimated Accuracy
 LE0013;SPC IA S     -    78,020.      607,100.      MT  (+/- 180 meters Scaled)
 LE0013
 LE0013                          SUPERSEDED SURVEY CONTROL
 LE0013
 LE0013  NGVD 29 (??/??/92)  251.924  (m)          826.52   (f) ADJ UNCH    ?  
 LE0013
 LE0013.Superseded values are not recommended for survey control.
 LE0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0013.See file dsdata.txt to determine how the superseded data were derived.
 LE0013
 LE0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF648052(NAD 83)
 LE0013_MARKER: DB = BENCH MARK DISK
 LE0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0013_STAMPING: E 121 1935
 LE0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0013+STABILITY: SURFACE MOTION
 LE0013
 LE0013  HISTORY     - Date     Condition        Report By
 LE0013  HISTORY     - 1935     MONUMENTED       CGS
 LE0013  HISTORY     - 1943     GOOD             NGS
 LE0013
 LE0013                          STATION DESCRIPTION
 LE0013
 LE0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0013'2.3 MI E FROM PULASKI.
 LE0013'2.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0013'FROM THE STATION AT PULASKI, DAVIS COUNTY, 4-1/2 POLES SOUTHEAST
 LE0013'OF MILEPOST 73, 27 FEET NORTHEAST OF THE CENTERLINE OF THE
 LE0013'TRACK, 18 FEET NORTHWEST OF A POLE, 3 FEET SOUTHWEST OF A STEEL
 LE0013'FENCE POST, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 LE0013'DISK, STAMPED E 121 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0032 ***********************************************************************
 LE0032  DESIGNATION -  E 124
 LE0032  PID         -  LE0032
 LE0032  STATE/COUNTY-  IA/WAPELLO
 LE0032  USGS QUAD   -  ELDON (1965)
 LE0032
 LE0032                         *CURRENT SURVEY CONTROL
 LE0032  ___________________________________________________________________
 LE0032* NAD 83(1996)-  40 59 28.52430(N)    092 11 54.79432(W)     ADJUSTED  
 LE0032* NAVD 88     -       237.193  (meters)     778.19   (feet)  ADJUSTED  
 LE0032  ___________________________________________________________________
 LE0032  X           -    -184,960.713 (meters)                     COMP
 LE0032  Y           -  -4,817,833.233 (meters)                     COMP
 LE0032  Z           -   4,161,824.485 (meters)                     COMP
 LE0032  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 LE0032  ELLIP HEIGHT-         204.49  (meters)          (05/06/99) GPS OBS
 LE0032  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 LE0032  DYNAMIC HT  -         237.085 (meters)     777.84  (feet)  COMP
 LE0032  MODELED GRAV-     980,165.4   (mgal)                       NAVD 88
 LE0032
 LE0032  HORZ ORDER  -  THIRD
 LE0032  VERT ORDER  -  SECOND    CLASS 0
 LE0032  ELLP ORDER  -  FOURTH    CLASS I
 LE0032
 LE0032.The horizontal coordinates were established by GPS observations
 LE0032.and adjusted by the National Geodetic Survey in May 1999..
 LE0032
 LE0032.The orthometric height was determined by differential leveling
 LE0032.and adjusted by the National Geodetic Survey in June 1991..
 LE0032
 LE0032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LE0032
 LE0032.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0032
 LE0032.The ellipsoidal height was determined by GPS observations
 LE0032.and is referenced to NAD 83.
 LE0032
 LE0032.The geoid height was determined by GEOID03.
 LE0032
 LE0032.The dynamic height is computed by dividing the NAVD 88
 LE0032.geopotential number by the normal gravity value computed on the
 LE0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0032.degrees latitude (g = 980.6199 gals.).
 LE0032
 LE0032.The modeled gravity was interpolated from observed gravity values.
 LE0032
 LE0032;                    North         East     Units Scale Factor Converg.
 LE0032;SPC IA S     -   110,896.447   609,502.860   MT  0.99995503   +0 51 26.1
 LE0032;UTM  15      - 4,538,095.751   567,412.055   MT  0.99965593   +0 31 32.6
 LE0032
 LE0032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0032!SPC IA S     -   0.99996792  x   0.99995503  =   0.99992296
 LE0032!UTM  15      -   0.99996792  x   0.99965593  =   0.99962387
 LE0032
 LE0032                          SUPERSEDED SURVEY CONTROL
 LE0032
 LE0032  NAD 83(1986)-  40 59 28.53233(N)    092 11 54.80844(W) AD(       ) 3
 LE0032  NGVD 29 (??/??/92)  237.191  (m)          778.18   (f) ADJ UNCH    2 0
 LE0032
 LE0032.Superseded values are not recommended for survey control.
 LE0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0032.See file dsdata.txt to determine how the superseded data were derived.
 LE0032
 LE0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF6741238096(NAD 83)
 LE0032_MARKER: DB = BENCH MARK DISK
 LE0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0032_SP_SET: CONCRETE POST
 LE0032_STAMPING: E 124 1935
 LE0032_MARK LOGO: CGS   
 LE0032_MAGNETIC: N = NO MAGNETIC MATERIAL
 LE0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0032+STABILITY: SURFACE MOTION
 LE0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0032+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1989
 LE0032
 LE0032  HISTORY     - Date     Condition        Report By
 LE0032  HISTORY     - 1935     MONUMENTED       CGS
 LE0032  HISTORY     - 1972     GOOD             LOCENG
 LE0032  HISTORY     - 19890812 GOOD             NGS
 LE0032
 LE0032                          STATION DESCRIPTION
 LE0032
 LE0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0032'1.6 MI W FROM BATAVIA.
 LE0032'IN WAPELLO COUNTY, 1.6 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LE0032'AND QUINCY RAILROAD FROM THE STATION AT BATAVIA, JEFFERSON
 LE0032'COUNTY, AT A ROAD CROSSING, 54 FEET NORTH OF THE CENTERLINE OF
 LE0032'THE NORTH TRACK, 33 FEET WEST OF THE CENTERLINE OF THE ROAD, 1
 LE0032'FOOT SOUTH OF A FENCE, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 LE0032'A STANDARD DISK, STAMPED E 124 1935 AND SET IN THE TOP OF A
 LE0032'CONCRETE POST.
 LE0032
 LE0032                          STATION RECOVERY (1972)
 LE0032
 LE0032'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 LE0032'RECOVERED IN GOOD CONDITION.
 LE0032
 LE0032                          STATION RECOVERY (1989)
 LE0032
 LE0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LE0032'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) WEST OF BATAVIA, 3.2 KM
 LE0032'(2.00 MI) EAST OF THE JUNCTION OF US HIGHWAY 34 AND STATE HIGHWAY 16,
 LE0032'0.45 KM (0.30 MI) SOUTH OF US HIGHWAY 34, AT A RAILROAD CROSSING AND
 LE0032'ON THE WEST BANK OF A NARROW BUT DEEP DITCH.  OWNERSHIP--STATE
 LE0032'DEPARTMENT OF TRANSPORTATION, 800 LINCOLN WAY, AMES, IA 50010, PHONE
 LE0032'(319) 239-1101.
 LE0032'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 34 AND STATE
 LE0032'HIGHWAY 16, 5.6 KM (3.50 MI) WEST OF BATAVIA, GO EAST ON US HIGHWAY 34
 LE0032'FOR 3.2 KM (2.00 MI) TO THE JUNCTION OF A GRAVEL ROAD ON THE RIGHT.
 LE0032'TURN RIGHT, SOUTH, ON THE GRAVEL ROAD FOR 0.5 KM (0.30 MI) TO A
 LE0032'RAILROAD CROSSING AND THE STATION ON THE RIGHT.
 LE0032'THE STATION IS A STANDARD CGS BENCHMARK DISK PROJECTING ABOUT
 LE0032'14-INCHES ABOVE THE GROUND.  LOCATED 14.5 M (47.6 FT) NORTH OF THE
 LE0032'NORTH RAIL OF THE TRACKS, 12.8 M (42.0 FT) WEST OF THE ROAD CENTER,
 LE0032'1.6 M (5.2 FT) SOUTH OF A TELEPHONE PEDESTAL, 1.1 M (3.6 FT) SOUTHEAST
 LE0032'OF THE SOUTHEAST CORNER POST OF A FENCE AND 0.2 M (0.7 FT) WEST OF A
 LE0032'FIBERGLASS WITNESS POST.
 LE0032'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0432 ***********************************************************************
 MG0432  DESIGNATION -  E 126
 MG0432  PID         -  MG0432
 MG0432  STATE/COUNTY-  IA/HENRY
 MG0432  USGS QUAD   -  WINFIELD NORTH (1981)
 MG0432
 MG0432                         *CURRENT SURVEY CONTROL
 MG0432  ___________________________________________________________________
 MG0432* NAD 83(1986)-  41 07 42.     (N)    091 26 18.     (W)     SCALED    
 MG0432* NAVD 88     -       221.809  (meters)     727.72   (feet)  ADJUSTED  
 MG0432  ___________________________________________________________________
 MG0432  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MG0432  DYNAMIC HT  -         221.712 (meters)     727.40  (feet)  COMP
 MG0432  MODELED GRAV-     980,181.2   (mgal)                       NAVD 88
 MG0432
 MG0432  VERT ORDER  -  SECOND    CLASS 0
 MG0432
 MG0432.The horizontal coordinates were scaled from a topographic map and have
 MG0432.an estimated accuracy of +/- 6 seconds.
 MG0432
 MG0432.The orthometric height was determined by differential leveling
 MG0432.and adjusted by the National Geodetic Survey in June 1991..
 MG0432
 MG0432.The geoid height was determined by GEOID03.
 MG0432
 MG0432.The dynamic height is computed by dividing the NAVD 88
 MG0432.geopotential number by the normal gravity value computed on the
 MG0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0432.degrees latitude (g = 980.6199 gals.).
 MG0432
 MG0432.The modeled gravity was interpolated from observed gravity values.
 MG0432
 MG0432;                    North         East    Units  Estimated Accuracy
 MG0432;SPC IA S     -   127,350.      673,100.      MT  (+/- 180 meters Scaled)
 MG0432
 MG0432                          SUPERSEDED SURVEY CONTROL
 MG0432
 MG0432  NGVD 29 (??/??/92)  221.858  (m)          727.88   (f) ADJ UNCH    2 0
 MG0432
 MG0432.Superseded values are not recommended for survey control.
 MG0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0432.See file dsdata.txt to determine how the superseded data were derived.
 MG0432
 MG0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF310541(NAD 83)
 MG0432_MARKER: DB = BENCH MARK DISK
 MG0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0432_STAMPING: E 126 1935
 MG0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0432+STABILITY: SURFACE MOTION
 MG0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0432+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 MG0432
 MG0432  HISTORY     - Date     Condition        Report By
 MG0432  HISTORY     - 1935     MONUMENTED       CGS
 MG0432  HISTORY     - 1941     GOOD             NGS
 MG0432  HISTORY     - 1979     GOOD             NGS
 MG0432  HISTORY     - 20040507 GOOD             AERSVC
 MG0432
 MG0432                          STATION DESCRIPTION
 MG0432
 MG0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0432'AT WINFIELD.
 MG0432'AT WINFIELD, HENRY COUNTY, AT THE SOUTHEAST CORNER OF LOCUST
 MG0432'AND PINE STREETS, 24 FEET EAST OF THE CENTERLINE OF LOCUST
 MG0432'STREET, 24 FEET SOUTH OF THE CENTERLINE OF PINE STREET, AND AT
 MG0432'THE PARKWAY BETWEEN THE SIDEWALK AND THE CURB.  A STANDARD
 MG0432'DISK, STAMPED E 126 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MG0432
 MG0432                          STATION RECOVERY (1979)
 MG0432
 MG0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MG0432'RECOVERED IN GOOD CONDITION.
 MG0432
 MG0432                          STATION RECOVERY (2004)
 MG0432
 MG0432'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2004 (BRS)
 MG0432'RECOVERED AS DESCRIBED IN GOOD CONDITION. - BRS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0884 ***********************************************************************
 LF0884  DESIGNATION -  E 128
 LF0884  PID         -  LF0884
 LF0884  STATE/COUNTY-  IA/MILLS
 LF0884  USGS QUAD   -  ROCK BLUFF (1984)
 LF0884
 LF0884                         *CURRENT SURVEY CONTROL
 LF0884  ___________________________________________________________________
 LF0884* NAD 83(1986)-  40 56 44.     (N)    095 47 52.     (W)     SCALED    
 LF0884* NAVD 88     -       288.541  (meters)     946.65   (feet)  ADJUSTED  
 LF0884  ___________________________________________________________________
 LF0884  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 LF0884  DYNAMIC HT  -         288.416 (meters)     946.24  (feet)  COMP
 LF0884  MODELED GRAV-     980,186.0   (mgal)                       NAVD 88
 LF0884
 LF0884  VERT ORDER  -  FIRST     CLASS II
 LF0884
 LF0884.The horizontal coordinates were scaled from a topographic map and have
 LF0884.an estimated accuracy of +/- 6 seconds.
 LF0884
 LF0884.The orthometric height was determined by differential leveling
 LF0884.and adjusted by the National Geodetic Survey in June 1991..
 LF0884
 LF0884.The geoid height was determined by GEOID03.
 LF0884
 LF0884.The dynamic height is computed by dividing the NAVD 88
 LF0884.geopotential number by the normal gravity value computed on the
 LF0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0884.degrees latitude (g = 980.6199 gals.).
 LF0884
 LF0884.The modeled gravity was interpolated from observed gravity values.
 LF0884
 LF0884;                    North         East    Units  Estimated Accuracy
 LF0884;SPC IA S     -   107,560.      306,550.      MT  (+/- 180 meters Scaled)
 LF0884
 LF0884                          SUPERSEDED SURVEY CONTROL
 LF0884
 LF0884  NGVD 29 (??/??/92)  288.459  (m)          946.39   (f) ADJ UNCH    1 2
 LF0884
 LF0884.Superseded values are not recommended for survey control.
 LF0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0884.See file dsdata.txt to determine how the superseded data were derived.
 LF0884
 LF0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF644364(NAD 83)
 LF0884_MARKER: DB = BENCH MARK DISK
 LF0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0884_SP_SET: CONCRETE POST
 LF0884_STAMPING: E 128 1947
 LF0884_MARK LOGO: CGS   
 LF0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0884+STABILITY: SURFACE MOTION
 LF0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0884+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 LF0884
 LF0884  HISTORY     - Date     Condition        Report By
 LF0884  HISTORY     - 1947     MONUMENTED       CGS
 LF0884  HISTORY     - 19890724 GOOD             NGS
 LF0884
 LF0884                          STATION DESCRIPTION
 LF0884
 LF0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0884'4.1 MI N FROM BARTLETT.
 LF0884'4.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0884'FROM THE STATION AT BARTLETT, AT AN EAST-WEST GRAVEL ROAD
 LF0884'CROSSING, 94.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST GRAVEL
 LF0884'ROAD, 77.7 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY FENCE CORNER
 LF0884'POST, 47.4 FEET WEST OF THE WEST RAIL OF THE TRACK, 3.2 FEET
 LF0884'SOUTH OF A REFERENCE POST, 0.9 FOOT EAST OF THE WEST RIGHT-OF-WAY
 LF0884'FENCE, SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE TRACK AND
 LF0884'PROJECTING 0.4 FOOT.
 LF0884
 LF0884                          STATION RECOVERY (1989)
 LF0884
 LF0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0884'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.4 KM
 LF0884'(4.00 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0884'JUNCTION OF COUNTY ROAD L 31 IN BARLETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0070 ***********************************************************************
 NM0070  DESIGNATION -  E 129
 NM0070  PID         -  NM0070
 NM0070  STATE/COUNTY-  IA/MONONA
 NM0070  USGS QUAD   -  ONAWA (1969)
 NM0070
 NM0070                         *CURRENT SURVEY CONTROL
 NM0070  ___________________________________________________________________
 NM0070* NAD 83(1986)-  42 00 31.     (N)    096 05 32.     (W)     SCALED    
 NM0070* NAVD 88     -       320.418  (meters)    1051.24   (feet)  ADJUSTED  
 NM0070  ___________________________________________________________________
 NM0070  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 NM0070  DYNAMIC HT  -         320.301 (meters)    1050.85  (feet)  COMP
 NM0070  MODELED GRAV-     980,248.5   (mgal)                       NAVD 88
 NM0070
 NM0070  VERT ORDER  -  FIRST     CLASS II
 NM0070
 NM0070.The horizontal coordinates were scaled from a topographic map and have
 NM0070.an estimated accuracy of +/- 6 seconds.
 NM0070
 NM0070.The orthometric height was determined by differential leveling
 NM0070.and adjusted by the National Geodetic Survey in June 1991..
 NM0070
 NM0070.The geoid height was determined by GEOID03.
 NM0070
 NM0070.The dynamic height is computed by dividing the NAVD 88
 NM0070.geopotential number by the normal gravity value computed on the
 NM0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0070.degrees latitude (g = 980.6199 gals.).
 NM0070
 NM0070.The modeled gravity was interpolated from observed gravity values.
 NM0070
 NM0070;                    North         East    Units  Estimated Accuracy
 NM0070;SPC IA N     - 1,059,790.    1,285,290.      MT  (+/- 180 meters Scaled)
 NM0070
 NM0070                          SUPERSEDED SURVEY CONTROL
 NM0070
 NM0070  NGVD 29 (??/??/92)  320.268  (m)         1050.75   (f) ADJ UNCH    1 2
 NM0070
 NM0070.Superseded values are not recommended for survey control.
 NM0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0070.See file dsdata.txt to determine how the superseded data were derived.
 NM0070
 NM0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM407548(NAD 83)
 NM0070_MARKER: DB = BENCH MARK DISK
 NM0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0070_SP_SET: CONCRETE POST
 NM0070_STAMPING: E 129 1948
 NM0070_MARK LOGO: CGS   
 NM0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0070+STABILITY: SURFACE MOTION
 NM0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0070+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1989
 NM0070
 NM0070  HISTORY     - Date     Condition        Report By
 NM0070  HISTORY     - 1948     MONUMENTED       CGS
 NM0070  HISTORY     - 1982     GOOD             LOCENG
 NM0070  HISTORY     - 19890905 GOOD             NGS
 NM0070
 NM0070                          STATION DESCRIPTION
 NM0070
 NM0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0070'1.2 MI S FROM ONAWA.
 NM0070'1.25 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0070'FROM THE STATION AT ONAWA, AT A ROAD CROSSING, 48.0 FEET NORTH
 NM0070'OF THE CENTER LINE OF THE ROAD, 45.5 FEET WEST OF THE WEST RAIL
 NM0070'OF THE TRACK, 17.3 FEET NORTH OF A POWER POLE, 1.8 FEET EAST
 NM0070'OF THE WEST RIGHT-OF-WAY FENCE, 1.4 FEET SOUTH OF A REFERENCE
 NM0070'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 NM0070'ABOVE THE GROUND.
 NM0070
 NM0070                          STATION RECOVERY (1982)
 NM0070
 NM0070'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 NM0070'RECOVERED IN GOOD CONDITION.
 NM0070
 NM0070                          STATION RECOVERY (1989)
 NM0070
 NM0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0070'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 NM0070'CHANGE--STATION, TO IOWA AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0089 ***********************************************************************
 NL0089  DESIGNATION -  E 13
 NL0089  PID         -  NL0089
 NL0089  STATE/COUNTY-  IA/WEBSTER
 NL0089  USGS QUAD   -  KNIERIM (1965)
 NL0089
 NL0089                         *CURRENT SURVEY CONTROL
 NL0089  ___________________________________________________________________
 NL0089* NAD 83(1986)-  42 28 47.     (N)    094 23 06.     (W)     SCALED    
 NL0089* NAVD 88     -       356.742  (meters)    1170.41   (feet)  ADJUSTED  
 NL0089  ___________________________________________________________________
 NL0089  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 NL0089  DYNAMIC HT  -         356.612 (meters)    1169.98  (feet)  COMP
 NL0089  MODELED GRAV-     980,247.6   (mgal)                       NAVD 88
 NL0089
 NL0089  VERT ORDER  -  FIRST     CLASS II
 NL0089
 NL0089.The horizontal coordinates were scaled from a topographic map and have
 NL0089.an estimated accuracy of +/- 6 seconds.
 NL0089
 NL0089.The orthometric height was determined by differential leveling
 NL0089.and adjusted by the National Geodetic Survey in June 1991..
 NL0089
 NL0089.The geoid height was determined by GEOID03.
 NL0089
 NL0089.The dynamic height is computed by dividing the NAVD 88
 NL0089.geopotential number by the normal gravity value computed on the
 NL0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0089.degrees latitude (g = 980.6199 gals.).
 NL0089
 NL0089.The modeled gravity was interpolated from observed gravity values.
 NL0089
 NL0089;                    North         East    Units  Estimated Accuracy
 NL0089;SPC IA N     - 1,109,210.    1,427,240.      MT  (+/- 180 meters Scaled)
 NL0089
 NL0089                          SUPERSEDED SURVEY CONTROL
 NL0089
 NL0089  NGVD 29 (??/??/92)  356.674  (m)         1170.19   (f) ADJ UNCH    1 2
 NL0089
 NL0089.Superseded values are not recommended for survey control.
 NL0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0089.See file dsdata.txt to determine how the superseded data were derived.
 NL0089
 NL0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH861039(NAD 83)
 NL0089_MARKER: DB = BENCH MARK DISK
 NL0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0089_SP_SET: BRIDGE
 NL0089_STAMPING: 1170.188 F 13 1933
 NL0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0089
 NL0089  HISTORY     - Date     Condition        Report By
 NL0089  HISTORY     - 1933     MONUMENTED       CGS
 NL0089  HISTORY     - 1934     GOOD             NGS
 NL0089
 NL0089                          STATION DESCRIPTION
 NL0089
 NL0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0089'5 MI SW FROM TARA.
 NL0089'5 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 NL0089'TARA, WEBSTER COUNTY, 150 YARDS WEST OF MILEPOST O 130-086,
 NL0089'AT BRIDGE WA 386.1, IN THE TOP OF THE EAST CONCRETE ABUTMENT,
 NL0089'AND 9.2 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK.
 NL0089'A STANDARD DISK, STAMPED 1170.188 E 13 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0856 ***********************************************************************
 MJ0856  DESIGNATION -  E 130
 MJ0856  PID         -  MJ0856
 MJ0856  STATE/COUNTY-  IA/MILLS
 MJ0856  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0856
 MJ0856                         *CURRENT SURVEY CONTROL
 MJ0856  ___________________________________________________________________
 MJ0856* NAD 83(1986)-  41 03 55.     (N)    095 49 20.     (W)     SCALED    
 MJ0856* NAVD 88     -       292.511  (meters)     959.68   (feet)  ADJUSTED  
 MJ0856  ___________________________________________________________________
 MJ0856  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 MJ0856  DYNAMIC HT  -         292.390 (meters)     959.28  (feet)  COMP
 MJ0856  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 MJ0856
 MJ0856  VERT ORDER  -  SECOND    CLASS 0
 MJ0856
 MJ0856.The horizontal coordinates were scaled from a topographic map and have
 MJ0856.an estimated accuracy of +/- 6 seconds.
 MJ0856
 MJ0856.The orthometric height was determined by differential leveling
 MJ0856.and adjusted by the National Geodetic Survey in June 1991..
 MJ0856
 MJ0856.The geoid height was determined by GEOID03.
 MJ0856
 MJ0856.The dynamic height is computed by dividing the NAVD 88
 MJ0856.geopotential number by the normal gravity value computed on the
 MJ0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0856.degrees latitude (g = 980.6199 gals.).
 MJ0856
 MJ0856.The modeled gravity was interpolated from observed gravity values.
 MJ0856
 MJ0856;                    North         East    Units  Estimated Accuracy
 MJ0856;SPC IA S     -   120,900.      304,850.      MT  (+/- 180 meters Scaled)
 MJ0856
 MJ0856                          SUPERSEDED SURVEY CONTROL
 MJ0856
 MJ0856  NGVD 29 (??/??/92)  292.421  (m)          959.38   (f) ADJ UNCH    2 0
 MJ0856
 MJ0856.Superseded values are not recommended for survey control.
 MJ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0856.See file dsdata.txt to determine how the superseded data were derived.
 MJ0856
 MJ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF628498(NAD 83)
 MJ0856_MARKER: DB = BENCH MARK DISK
 MJ0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0856_STAMPING: E 130 1948
 MJ0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0856+STABILITY: SURFACE MOTION
 MJ0856
 MJ0856  HISTORY     - Date     Condition        Report By
 MJ0856  HISTORY     - 1948     MONUMENTED       CGS
 MJ0856
 MJ0856                          STATION DESCRIPTION
 MJ0856
 MJ0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0856'4.2 MI NW FROM PACIFIC JUNCTION.
 MJ0856'1 BLOCK WEST AND 1 1/2 BLOCKS NORTH FROM THE PACIFIC JUNCTION
 MJ0856'SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE WEST ALONG A DIRT
 MJ0856'ROAD, THENCE 3.15 MILE NORTH ALONG A DIRT ROAD, AT A POINT
 MJ0856'WHERE THE DIRT ROAD MAKES A TURN AT BASE OF THE LEVEE AND FOLLOWS
 MJ0856'THE LEVEE NORTHEAST, 96.5 FEET SOUTH ALONG THE FENCE LINE FROM
 MJ0856'THE TOP OF THE RIVER LEVEE, 20.5 FEET WEST OF THE CENTER LINE OF
 MJ0856'THE DIRT ROAD, 1.5 FEET NORTH OF A 4X4 REFERENCE POST, 1.0 FOOT
 MJ0856'EAST OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0856'PROJECTS 0.5 FOOT ABOVE THE GROUND.  MARK IS LOCATED 0.25 MILE
 MJ0856'WEST ALONG A FARM ROAD AND 0.15 MILE SOUTHWEST ALONG A LEVEE
 MJ0856'ROAD FROM A POINT ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0856'TRACKS WHICH IS 0.5 MILE NORTH OF PBM 338 (DESCRIBED ON THE LINE
 MJ0856'RELEVELING-- PAYNE TO PACIFIC, IOWA).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1123 ***********************************************************************
 LF1123  DESIGNATION -  E 131
 LF1123  PID         -  LF1123
 LF1123  STATE/COUNTY-  IA/MILLS
 LF1123  USGS QUAD   -  ROCK BLUFF (1984)
 LF1123
 LF1123                         *CURRENT SURVEY CONTROL
 LF1123  ___________________________________________________________________
 LF1123* NAD 83(1986)-  40 58 02.     (N)    095 48 33.     (W)     SCALED    
 LF1123* NAVD 88     -       290.401  (meters)     952.76   (feet)  ADJUSTED  
 LF1123  ___________________________________________________________________
 LF1123  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 LF1123  DYNAMIC HT  -         290.277 (meters)     952.35  (feet)  COMP
 LF1123  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 LF1123
 LF1123  VERT ORDER  -  FIRST     CLASS II
 LF1123
 LF1123.The horizontal coordinates were scaled from a topographic map and have
 LF1123.an estimated accuracy of +/- 6 seconds.
 LF1123
 LF1123.The orthometric height was determined by differential leveling
 LF1123.and adjusted by the National Geodetic Survey in June 1991..
 LF1123.WARNING-Repeat measurements at this control monument indicate possible
 LF1123.vertical movement.
 LF1123
 LF1123.The geoid height was determined by GEOID03.
 LF1123
 LF1123.The dynamic height is computed by dividing the NAVD 88
 LF1123.geopotential number by the normal gravity value computed on the
 LF1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1123.degrees latitude (g = 980.6199 gals.).
 LF1123
 LF1123.The modeled gravity was interpolated from observed gravity values.
 LF1123
 LF1123;                    North         East    Units  Estimated Accuracy
 LF1123;SPC IA S     -   109,990.      305,650.      MT  (+/- 180 meters Scaled)
 LF1123
 LF1123                          SUPERSEDED SURVEY CONTROL
 LF1123
 LF1123  NGVD 29 (??/??/92)  290.322  (m)          952.50   (f) ADJ UNCH    1 2
 LF1123
 LF1123.Superseded values are not recommended for survey control.
 LF1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1123.See file dsdata.txt to determine how the superseded data were derived.
 LF1123
 LF1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF636389(NAD 83)
 LF1123_MARKER: DB = BENCH MARK DISK
 LF1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1123_SP_SET: CONCRETE POST
 LF1123_STAMPING: E 131 1948
 LF1123_MARK LOGO: CGS   
 LF1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1123+STABILITY: SURFACE MOTION
 LF1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1123+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1989
 LF1123
 LF1123  HISTORY     - Date     Condition        Report By
 LF1123  HISTORY     - 1948     MONUMENTED       CGS
 LF1123  HISTORY     - 19890725 GOOD             NGS
 LF1123
 LF1123                          STATION DESCRIPTION
 LF1123
 LF1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1123'4.1 MI SW FROM PACIFIC JUNCTION.
 LF1123'1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1123'FROM THE STATION AT PACIFIC JUNCTION, THENCE 0.5 MILE WEST ALONG
 LF1123'U.S. HIGHWAY 34, THENCE 2.4 MILES SOUTH ALONG A GRAVEL ROAD (COUNTY
 LF1123'ROAD G), 0.25 MILE SOUTH OF THE HAYNIE SLOUGH, AT THE WRIGHT SCHOOL,
 LF1123'60.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE WRIGHT SCHOOL
 LF1123'BUILDING, 32.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 LF1123'ROAD, 11.0 FEET SOUTH OF THE CENTER LINE OF A GATE, 3.0 FEET WEST
 LF1123'OF A BOARD FENCE, 1.5 FEET WEST OF A POWER LINE POLE, SET IN THE
 LF1123'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LF1123
 LF1123                          STATION RECOVERY (1989)
 LF1123
 LF1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1123'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.9 KM
 LF1123'(1.20 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF1123'JUNCTION OF STATE HIGHWAY 385 BUSINESS IN PACIFIC JUNCTION, THENCE 0.8
 LF1123'KM (0.50 MI) WEST ALONG STATE HIGHWAY 385, THENCE 3.8 KM (2.35 MI)
 LF1123'SOUTHERLY ALONG COUNTY ROAD L 31, 0.2 KM (0.10 MI) SOUTH OF THE
 LF1123'INTERSECTION OF A GRAVELED ROAD, 9.8 M (32.2 FT) WEST OF THE CENTER OF
 LF1123'THE ROAD, 3.7 M (12.1 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 0.5
 LF1123'M (1.6 FT) WEST OF A UTILITY POLE, 0.3 M (1.0 FT) NORTH OF A WITNESS
 LF1123'POST, LEVEL WITH THE ROAD, AND IN A CONCRETE MONUMENT THAT IS FLUSH
 LF1123'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0826 ***********************************************************************
 MJ0826  DESIGNATION -  E 132
 MJ0826  PID         -  MJ0826
 MJ0826  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0826  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0826
 MJ0826                         *CURRENT SURVEY CONTROL
 MJ0826  ___________________________________________________________________
 MJ0826* NAD 83(1986)-  41 12 39.     (N)    095 52 45.     (W)     SCALED    
 MJ0826* NAVD 88     -       298.796  (meters)     980.30   (feet)  ADJUSTED  
 MJ0826  ___________________________________________________________________
 MJ0826  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 MJ0826  DYNAMIC HT  -         298.675 (meters)     979.90  (feet)  COMP
 MJ0826  MODELED GRAV-     980,207.9   (mgal)                       NAVD 88
 MJ0826
 MJ0826  VERT ORDER  -  SECOND    CLASS 0
 MJ0826
 MJ0826.The horizontal coordinates were scaled from a topographic map and have
 MJ0826.an estimated accuracy of +/- 6 seconds.
 MJ0826
 MJ0826.The orthometric height was determined by differential leveling
 MJ0826.and adjusted by the National Geodetic Survey in June 1991..
 MJ0826
 MJ0826.The geoid height was determined by GEOID03.
 MJ0826
 MJ0826.The dynamic height is computed by dividing the NAVD 88
 MJ0826.geopotential number by the normal gravity value computed on the
 MJ0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0826.degrees latitude (g = 980.6199 gals.).
 MJ0826
 MJ0826.The modeled gravity was interpolated from observed gravity values.
 MJ0826
 MJ0826;                    North         East    Units  Estimated Accuracy
 MJ0826;SPC IA S     -   137,190.      300,500.      MT  (+/- 180 meters Scaled)
 MJ0826
 MJ0826                          SUPERSEDED SURVEY CONTROL
 MJ0826
 MJ0826  NGVD 29 (??/??/92)  298.683  (m)          979.93   (f) ADJ UNCH    2 0
 MJ0826
 MJ0826.Superseded values are not recommended for survey control.
 MJ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0826.See file dsdata.txt to determine how the superseded data were derived.
 MJ0826
 MJ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF586661(NAD 83)
 MJ0826_MARKER: DB = BENCH MARK DISK
 MJ0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0826_STAMPING: E 132 1948
 MJ0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0826+STABILITY: SURFACE MOTION
 MJ0826
 MJ0826  HISTORY     - Date     Condition        Report By
 MJ0826  HISTORY     - 1948     MONUMENTED       CGS
 MJ0826
 MJ0826                          STATION DESCRIPTION
 MJ0826
 MJ0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0826'2 MI SW FROM MANAWA PARK.
 MJ0826'1.25 MILES WEST AND 0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 275
 MJ0826'FROM THE MANAWA PARK SCHOOL AND THE CROSSING OF U.S. HIGHWAY
 MJ0826'275 AND STATE HIGHWAY 192 AT MANAWA PARK, THENCE 0.5 MILE SOUTH
 MJ0826'ALONG A DIRT ROAD, 0.5 MILE SOUTH OF THE CONTROL BUILDING FOR
 MJ0826'TRANSMISSION TOWERS OF RADIO STATION KOIL, ABOUT 70.0 YARDS
 MJ0826'(PACED) EAST OF THE CENTER OF A POINT WHERE THE DIRT ROAD FROM
 MJ0826'THE EAST MAKES A RIGHT ANGLE TURN TO THE NORTH, 112.0 FEET
 MJ0826'WEST OF THE CENTER OF A GATE IN THE WALKWAY LEADING TO THE RED
 MJ0826'BRICK HOME OF L.B. ADKINS, IN LINE WITH A ROW OF POWER POLES
 MJ0826'(POWER LINE MAKES A TURN NORTH AT THE FIRST POLE WEST OF THE
 MJ0826'MARK), 17.6 FEET SOTUH OF THE CENTER LINE OF THE DIRT ROAD,
 MJ0826'2.0 FEET NORTHEAST OF A FENCE CORNER POST FOR AN EAST-WEST
 MJ0826'FENCE AND A FENCE LEADING SOUTH, 1.5 FEET WEST OF A 4 X 4
 MJ0826'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MJ0826'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1166 ***********************************************************************
 LF1166  DESIGNATION -  E 133
 LF1166  PID         -  LF1166
 LF1166  STATE/COUNTY-  IA/FREMONT
 LF1166  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1166
 LF1166                         *CURRENT SURVEY CONTROL
 LF1166  ___________________________________________________________________
 LF1166* NAD 83(1986)-  40 44 24.     (N)    095 51 08.     (W)     SCALED    
 LF1166* NAVD 88     -       283.498  (meters)     930.11   (feet)  ADJUSTED  
 LF1166  ___________________________________________________________________
 LF1166  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 LF1166  DYNAMIC HT  -         283.352 (meters)     929.63  (feet)  COMP
 LF1166  MODELED GRAV-     980,102.0   (mgal)                       NAVD 88
 LF1166
 LF1166  VERT ORDER  -  SECOND    CLASS 0
 LF1166
 LF1166.The horizontal coordinates were scaled from a topographic map and have
 LF1166.an estimated accuracy of +/- 6 seconds.
 LF1166
 LF1166.The orthometric height was determined by differential leveling
 LF1166.and adjusted by the National Geodetic Survey in June 1991..
 LF1166
 LF1166.The geoid height was determined by GEOID03.
 LF1166
 LF1166.The dynamic height is computed by dividing the NAVD 88
 LF1166.geopotential number by the normal gravity value computed on the
 LF1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1166.degrees latitude (g = 980.6199 gals.).
 LF1166
 LF1166.The modeled gravity was interpolated from observed gravity values.
 LF1166
 LF1166;                    North         East    Units  Estimated Accuracy
 LF1166;SPC IA S     -    84,860.      301,350.      MT  (+/- 180 meters Scaled)
 LF1166
 LF1166                          SUPERSEDED SURVEY CONTROL
 LF1166
 LF1166  NGVD 29 (??/??/92)  283.406  (m)          929.81   (f) ADJ UNCH    2 0
 LF1166
 LF1166.Superseded values are not recommended for survey control.
 LF1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1166.See file dsdata.txt to determine how the superseded data were derived.
 LF1166
 LF1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF591138(NAD 83)
 LF1166_MARKER: DB = BENCH MARK DISK
 LF1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1166_STAMPING: E 133 1948
 LF1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1166+STABILITY: SURFACE MOTION
 LF1166
 LF1166  HISTORY     - Date     Condition        Report By
 LF1166  HISTORY     - 1948     MONUMENTED       CGS
 LF1166
 LF1166                          STATION DESCRIPTION
 LF1166
 LF1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1166'2.8 MI SW FROM PERCIVAL.
 LF1166'0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1166'FROM THE STATION AT PERCIVAL, THENCE 1.2 MILES WEST ALONG A DIRT
 LF1166'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE
 LF1166'WEST ALONG A DIRT ROAD, 0.3 MILE NORTH OF A CEMETERY, AT A ROAD
 LF1166'JUNCTION, 46.3 FEET NORTH OF THE EXTENSION TO THE WEST OF A
 LF1166'DIRT ROAD LEADING EAST, 29.9 FEET WEST OF THE CENTER LINE OF
 LF1166'THE NORTH-SOUTH ROAD, 18.9 FEET NORTH OF THE EAST-WEST SECTION
 LF1166'LINE FENCE, 1.6 FEET SOUTH OF A 4 X 4 REFERENCE POST, 1.0 FOOT
 LF1166'EAST OF THE NORTH-SOUTH FENCE, SET IN THE TOP OF A CONCRETE
 LF1166'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- MARK IS
 LF1166'1.0 MILE SOUTH OF BM K 133.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0546 ***********************************************************************
 MJ0546  DESIGNATION -  E 134
 MJ0546  PID         -  MJ0546
 MJ0546  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0546  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0546
 MJ0546                         *CURRENT SURVEY CONTROL
 MJ0546  ___________________________________________________________________
 MJ0546* NAD 83(1986)-  41 16 09.     (N)    095 48 29.     (W)     SCALED    
 MJ0546* NAVD 88     -       307.798  (meters)    1009.83   (feet)  ADJUSTED  
 MJ0546  ___________________________________________________________________
 MJ0546  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 MJ0546  DYNAMIC HT  -         307.671 (meters)    1009.42  (feet)  COMP
 MJ0546  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 MJ0546
 MJ0546  VERT ORDER  -  FIRST     CLASS II
 MJ0546
 MJ0546.The horizontal coordinates were scaled from a topographic map and have
 MJ0546.an estimated accuracy of +/- 6 seconds.
 MJ0546
 MJ0546.The orthometric height was determined by differential leveling
 MJ0546.and adjusted by the National Geodetic Survey in June 1991..
 MJ0546
 MJ0546.The geoid height was determined by GEOID03.
 MJ0546
 MJ0546.The dynamic height is computed by dividing the NAVD 88
 MJ0546.geopotential number by the normal gravity value computed on the
 MJ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0546.degrees latitude (g = 980.6199 gals.).
 MJ0546
 MJ0546.The modeled gravity was interpolated from observed gravity values.
 MJ0546
 MJ0546;                    North         East    Units  Estimated Accuracy
 MJ0546;SPC IA S     -   143,510.      306,640.      MT  (+/- 180 meters Scaled)
 MJ0546
 MJ0546                          SUPERSEDED SURVEY CONTROL
 MJ0546
 MJ0546  NGVD 29 (??/??/92)  307.686  (m)         1009.47   (f) ADJ UNCH    1 2
 MJ0546
 MJ0546.Superseded values are not recommended for survey control.
 MJ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0546.See file dsdata.txt to determine how the superseded data were derived.
 MJ0546
 MJ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF647724(NAD 83)
 MJ0546_MARKER: DB = BENCH MARK DISK
 MJ0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0546_STAMPING: E 134 1948
 MJ0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0546+STABILITY: SURFACE MOTION
 MJ0546
 MJ0546  HISTORY     - Date     Condition        Report By
 MJ0546  HISTORY     - 1948     MONUMENTED       CGS
 MJ0546
 MJ0546                          STATION DESCRIPTION
 MJ0546
 MJ0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0546'4.7 MI NE FROM COUNCIL BLUFFS.
 MJ0546'1.7 MILES SOUTHEAST AND 3.0 MILES NORTHEAST ALONG THE CHICAGO,
 MJ0546'ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION AT COUNCIL
 MJ0546'BLUFFS, 167.0 FEET WEST NORTHWEST OF THE WEST END OF A STEEL
 MJ0546'BRIDGE FOR A GRAVEL ROAD OVER MOSQUITO CREEK, 38.5 FEET NORTH
 MJ0546'OF THE CENTER LINE OF A GRAVEL ROAD, 19.2 FEET WEST OF THE WEST
 MJ0546'RAIL, 2.0 FEET EAST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A 4 X 4
 MJ0546'REFERENCE POST, ACROSS MOSQUITO CREEK FROM A LARGE ERODED PORTION
 MJ0546'OF A BLUFF, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 MJ0546'FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS AT RAILROAD MILEAGE
 MJ0546'494.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0827 ***********************************************************************
 LF0827  DESIGNATION -  E 135
 LF0827  PID         -  LF0827
 LF0827  STATE/COUNTY-  IA/FREMONT
 LF0827  USGS QUAD   -  HAMBURG (1984)
 LF0827
 LF0827                         *CURRENT SURVEY CONTROL
 LF0827  ___________________________________________________________________
 LF0827* NAD 83(1986)-  40 36 09.     (N)    095 39 31.     (W)     SCALED    
 LF0827* NAVD 88     -       278.867  (meters)     914.92   (feet)  ADJUSTED  
 LF0827  ___________________________________________________________________
 LF0827  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LF0827  DYNAMIC HT  -         278.720 (meters)     914.43  (feet)  COMP
 LF0827  MODELED GRAV-     980,090.0   (mgal)                       NAVD 88
 LF0827
 LF0827  VERT ORDER  -  FIRST     CLASS II
 LF0827
 LF0827.The horizontal coordinates were scaled from a topographic map and have
 LF0827.an estimated accuracy of +/- 6 seconds.
 LF0827
 LF0827.The orthometric height was determined by differential leveling
 LF0827.and adjusted by the National Geodetic Survey in June 1991..
 LF0827.WARNING-Repeat measurements at this control monument indicate possible
 LF0827.vertical movement.
 LF0827
 LF0827.The geoid height was determined by GEOID03.
 LF0827
 LF0827.The dynamic height is computed by dividing the NAVD 88
 LF0827.geopotential number by the normal gravity value computed on the
 LF0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0827.degrees latitude (g = 980.6199 gals.).
 LF0827
 LF0827.The modeled gravity was interpolated from observed gravity values.
 LF0827
 LF0827;                    North         East    Units  Estimated Accuracy
 LF0827;SPC IA S     -    69,170.      317,320.      MT  (+/- 180 meters Scaled)
 LF0827
 LF0827                          SUPERSEDED SURVEY CONTROL
 LF0827
 LF0827  NGVD 29 (??/??/92)  278.790  (m)          914.66   (f) ADJ UNCH    1 2
 LF0827
 LF0827.Superseded values are not recommended for survey control.
 LF0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0827.See file dsdata.txt to determine how the superseded data were derived.
 LF0827
 LF0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE750980(NAD 83)
 LF0827_MARKER: DB = BENCH MARK DISK
 LF0827_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LF0827_SP_SET: BUILDING
 LF0827_STAMPING: E 135 1948
 LF0827_MARK LOGO: CGS   
 LF0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0827+STABILITY: SURFACE MOTION
 LF0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0827+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 LF0827
 LF0827  HISTORY     - Date     Condition        Report By
 LF0827  HISTORY     - 1948     MONUMENTED       CGS
 LF0827  HISTORY     - 1949     GOOD             NGS
 LF0827  HISTORY     - 19890726 GOOD             NGS
 LF0827
 LF0827                          STATION DESCRIPTION
 LF0827
 LF0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0827'AT HAMBURG.
 LF0827'AT HAMBURG, AT THE INTERSECTION OF MAIN AND C STREETS, SET
 LF0827'VERTICALLY IN THE WEST FACE OF THE HAMBURG WATER WORKS, 10.8 FEET
 LF0827'SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 8.6 FEET NORTH
 LF0827'OF THE MAIN OR WEST ENTRANCE TO THE BUILDING, 3.3 FEET ABOVE
 LF0827'THE SURFACE OF THE GROUND.
 LF0827
 LF0827                          STATION RECOVERY (1949)
 LF0827
 LF0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 LF0827'RECOVERED IN GOOD CONDITION.
 LF0827
 LF0827                          STATION RECOVERY (1989)
 LF0827
 LF0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0252 ***********************************************************************
 MK0252  DESIGNATION -  E 137
 MK0252  PID         -  MK0252
 MK0252  STATE/COUNTY-  IA/HARRISON
 MK0252  USGS QUAD   -  MONDAMIN (1970)
 MK0252
 MK0252                         *CURRENT SURVEY CONTROL
 MK0252  ___________________________________________________________________
 MK0252* NAD 83(1986)-  41 41 10.     (N)    096 06 29.     (W)     SCALED    
 MK0252* NAVD 88     -       310.801  (meters)    1019.69   (feet)  ADJUSTED  
 MK0252  ___________________________________________________________________
 MK0252  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 MK0252  DYNAMIC HT  -         310.671 (meters)    1019.26  (feet)  COMP
 MK0252  MODELED GRAV-     980,196.4   (mgal)                       NAVD 88
 MK0252
 MK0252  VERT ORDER  -  SECOND    CLASS 0
 MK0252
 MK0252.The horizontal coordinates were scaled from a topographic map and have
 MK0252.an estimated accuracy of +/- 6 seconds.
 MK0252
 MK0252.The orthometric height was determined by differential leveling
 MK0252.and adjusted by the National Geodetic Survey in June 1991..
 MK0252
 MK0252.The geoid height was determined by GEOID03.
 MK0252
 MK0252.The dynamic height is computed by dividing the NAVD 88
 MK0252.geopotential number by the normal gravity value computed on the
 MK0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0252.degrees latitude (g = 980.6199 gals.).
 MK0252
 MK0252.The modeled gravity was interpolated from observed gravity values.
 MK0252
 MK0252;                    North         East    Units  Estimated Accuracy
 MK0252;SPC IA S     -   190,500.      282,900.      MT  (+/- 180 meters Scaled)
 MK0252
 MK0252                          SUPERSEDED SURVEY CONTROL
 MK0252
 MK0252  NGVD 29 (??/??/92)  310.657  (m)         1019.21   (f) ADJ UNCH    2 0
 MK0252
 MK0252.Superseded values are not recommended for survey control.
 MK0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0252.See file dsdata.txt to determine how the superseded data were derived.
 MK0252
 MK0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM406189(NAD 83)
 MK0252_MARKER: DB = BENCH MARK DISK
 MK0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0252_STAMPING: E 137 1948
 MK0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0252+STABILITY: SURFACE MOTION
 MK0252
 MK0252  HISTORY     - Date     Condition        Report By
 MK0252  HISTORY     - 1948     MONUMENTED       CGS
 MK0252  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0252
 MK0252                          STATION DESCRIPTION
 MK0252
 MK0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0252'7.3 MI SW FROM MONDAMIN.
 MK0252'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0252'THE STATION AT MONDAMIN, THENCE 1.95 MILES WEST ALONG A DIRT ROAD,
 MK0252'THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.9 MILE WEST
 MK0252'ALONG A DIRT ROAD, THENCE 1.4 MILES SOUTHERLY ALONG A DIRT ROAD
 MK0252'ON TOP OF A DIKE, THENCE 0.8 MILE SOUTH ALONG A DIRT ROAD, THENCE
 MK0252'1.5 MILES WEST ALONG A DIRT ROAD, ABOUT 150.0 FEET SOUTHEAST OF
 MK0252'A DIKE, AT THE NORTHWEST CORNER OF A BARN LOT, 22.0 FEET SOUTH OF
 MK0252'THE CENTER LINE OF THE ROAD, 7.6 FEET WEST OF A 3-WAY CORNER FENCE
 MK0252'POST, 8.7 FEET SOUTHWEST OF THE NORTH END OF A 7.0 FOOT SECTION OF
 MK0252'A NORTH-SOUTH FENCE, 1.6 FEET NORTH OF A FENCE, 1.4 FEET EAST OF A
 MK0252'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MK0252'ABOVE THE GROUND.
 MK0252
 MK0252                          STATION RECOVERY (1974)
 MK0252
 MK0252'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0711 ***********************************************************************
 MJ0711  DESIGNATION -  E 138
 MJ0711  PID         -  MJ0711
 MJ0711  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0711  USGS QUAD   -  LOVELAND (1994)
 MJ0711
 MJ0711                         *CURRENT SURVEY CONTROL
 MJ0711  ___________________________________________________________________
 MJ0711* NAD 83(1986)-  41 29 57.     (N)    095 55 05.     (W)     SCALED    
 MJ0711* NAVD 88     -       303.974  (meters)     997.29   (feet)  ADJUSTED  
 MJ0711  ___________________________________________________________________
 MJ0711  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 MJ0711  DYNAMIC HT  -         303.833 (meters)     996.83  (feet)  COMP
 MJ0711  MODELED GRAV-     980,151.8   (mgal)                       NAVD 88
 MJ0711
 MJ0711  VERT ORDER  -  SECOND    CLASS 0
 MJ0711
 MJ0711.The horizontal coordinates were scaled from a topographic map and have
 MJ0711.an estimated accuracy of +/- 6 seconds.
 MJ0711
 MJ0711.The orthometric height was determined by differential leveling
 MJ0711.and adjusted by the National Geodetic Survey in June 1991..
 MJ0711
 MJ0711.The geoid height was determined by GEOID03.
 MJ0711
 MJ0711.The dynamic height is computed by dividing the NAVD 88
 MJ0711.geopotential number by the normal gravity value computed on the
 MJ0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0711.degrees latitude (g = 980.6199 gals.).
 MJ0711
 MJ0711.The modeled gravity was interpolated from observed gravity values.
 MJ0711
 MJ0711;                    North         East    Units  Estimated Accuracy
 MJ0711;SPC IA S     -   169,290.      298,130.      MT  (+/- 180 meters Scaled)
 MJ0711
 MJ0711                          SUPERSEDED SURVEY CONTROL
 MJ0711
 MJ0711  NGVD 29 (??/??/92)  303.834  (m)          996.83   (f) ADJ UNCH    2 0
 MJ0711
 MJ0711.Superseded values are not recommended for survey control.
 MJ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0711.See file dsdata.txt to determine how the superseded data were derived.
 MJ0711
 MJ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF564982(NAD 83)
 MJ0711_MARKER: DB = BENCH MARK DISK
 MJ0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0711_STAMPING: E 138 1948
 MJ0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0711+STABILITY: SURFACE MOTION
 MJ0711
 MJ0711  HISTORY     - Date     Condition        Report By
 MJ0711  HISTORY     - 1948     MONUMENTED       CGS
 MJ0711
 MJ0711                          STATION DESCRIPTION
 MJ0711
 MJ0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0711'1.4 MI NW FROM LOVELAND.
 MJ0711'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE
 MJ0711'AT LOVELAND, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, IN THE
 MJ0711'NORTHWEST QUARTER OF A CROSS ROADS, ABOUT MIDWAY BETWEEN TWO ELM
 MJ0711'TREES, 73.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 MJ0711'ROAD, 27.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 MJ0711'3.8 FEET NORTHEAST OF A REFERENCE POST, SET IN TOP OF A CONCRETE
 MJ0711'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0373 ***********************************************************************
 NL0373  DESIGNATION -  E 14
 NL0373  PID         -  NL0373
 NL0373  STATE/COUNTY-  IA/WOODBURY
 NL0373  USGS QUAD   -  CUSHING (1969)
 NL0373
 NL0373                         *CURRENT SURVEY CONTROL
 NL0373  ___________________________________________________________________
 NL0373* NAD 83(1986)-  42 28 01.     (N)    095 40 33.     (W)     SCALED    
 NL0373* NAVD 88     -       389.089  (meters)    1276.54   (feet)  ADJUSTED  
 NL0373  ___________________________________________________________________
 NL0373  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 NL0373  DYNAMIC HT  -         388.955 (meters)    1276.10  (feet)  COMP
 NL0373  MODELED GRAV-     980,266.1   (mgal)                       NAVD 88
 NL0373
 NL0373  VERT ORDER  -  FIRST     CLASS II
 NL0373
 NL0373.The horizontal coordinates were scaled from a topographic map and have
 NL0373.an estimated accuracy of +/- 6 seconds.
 NL0373
 NL0373.The orthometric height was determined by differential leveling
 NL0373.and adjusted by the National Geodetic Survey in June 1991..
 NL0373
 NL0373.The geoid height was determined by GEOID03.
 NL0373
 NL0373.The dynamic height is computed by dividing the NAVD 88
 NL0373.geopotential number by the normal gravity value computed on the
 NL0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0373.degrees latitude (g = 980.6199 gals.).
 NL0373
 NL0373.The modeled gravity was interpolated from observed gravity values.
 NL0373
 NL0373;                    North         East    Units  Estimated Accuracy
 NL0373;SPC IA N     - 1,109,710.    1,321,080.      MT  (+/- 180 meters Scaled)
 NL0373
 NL0373                          SUPERSEDED SURVEY CONTROL
 NL0373
 NL0373  NGVD 29 (??/??/92)  388.956  (m)         1276.10   (f) ADJ UNCH    1 2
 NL0373
 NL0373.Superseded values are not recommended for survey control.
 NL0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0373.See file dsdata.txt to determine how the superseded data were derived.
 NL0373
 NL0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH800050(NAD 83)
 NL0373_MARKER: DB = BENCH MARK DISK
 NL0373_SETTING: 0 = UNSPECIFIED SETTING
 NL0373_STAMPING: 1276.100 E 14 1933
 NL0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0373
 NL0373  HISTORY     - Date     Condition        Report By
 NL0373  HISTORY     - 1933     MONUMENTED       CGS
 NL0373  HISTORY     - 1966     GOOD             NGS
 NL0373
 NL0373                          STATION DESCRIPTION
 NL0373
 NL0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NL0373'AT CUSHING.
 NL0373'TO REACH FROM THE POST OFFICE IN CUSHING GO NORTHEAST ON MAIN
 NL0373'STREET AND STATE HIGHWAY 403 FOR 0.1 MILE TO A TRACK ROAD LEFT
 NL0373'JUST PAST THE ELEVATION, TURN LEFT AND GO 0.05 MILE TO THE
 NL0373'MARK ON THE LEFT.  IT IS 290 FEET WEST-NORTHWEST OF THE NORTHWEST
 NL0373'CORNER OF AN ELEVATOR, 105.5 FEET SOUTHWEST OF A POWER POLE
 NL0373'WITH A FLOOD LIGHT, 62.8 FEET NORTHEAST OF A POWER POLE, 63.5
 NL0373'FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD AND 1.1 FEET
 NL0373'WEST OF A STEEL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0963 ***********************************************************************
 MJ0963  DESIGNATION -  E 140
 MJ0963  PID         -  MJ0963
 MJ0963  STATE/COUNTY-  IA/HARRISON
 MJ0963  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0963
 MJ0963                         *CURRENT SURVEY CONTROL
 MJ0963  ___________________________________________________________________
 MJ0963* NAD 83(1986)-  41 31 23.     (N)    095 53 51.     (W)     SCALED    
 MJ0963* NAVD 88     -       306.978  (meters)    1007.14   (feet)  ADJUSTED  
 MJ0963  ___________________________________________________________________
 MJ0963  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 MJ0963  DYNAMIC HT  -         306.835 (meters)    1006.67  (feet)  COMP
 MJ0963  MODELED GRAV-     980,150.7   (mgal)                       NAVD 88
 MJ0963
 MJ0963  VERT ORDER  -  FIRST     CLASS II
 MJ0963
 MJ0963.The horizontal coordinates were scaled from a topographic map and have
 MJ0963.an estimated accuracy of +/- 6 seconds.
 MJ0963
 MJ0963.The orthometric height was determined by differential leveling
 MJ0963.and adjusted by the National Geodetic Survey in June 1991..
 MJ0963
 MJ0963.The geoid height was determined by GEOID03.
 MJ0963
 MJ0963.The dynamic height is computed by dividing the NAVD 88
 MJ0963.geopotential number by the normal gravity value computed on the
 MJ0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0963.degrees latitude (g = 980.6199 gals.).
 MJ0963
 MJ0963.The modeled gravity was interpolated from observed gravity values.
 MJ0963
 MJ0963;                    North         East    Units  Estimated Accuracy
 MJ0963;SPC IA S     -   171,890.      299,920.      MT  (+/- 180 meters Scaled)
 MJ0963
 MJ0963                          SUPERSEDED SURVEY CONTROL
 MJ0963
 MJ0963  NGVD 29 (??/??/92)  306.837  (m)         1006.68   (f) ADJ UNCH    1 2
 MJ0963
 MJ0963.Superseded values are not recommended for survey control.
 MJ0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0963.See file dsdata.txt to determine how the superseded data were derived.
 MJ0963
 MJ0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG582008(NAD 83)
 MJ0963_MARKER: DB = BENCH MARK DISK
 MJ0963_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0963_SP_SET: BRIDGE ABUTMENT
 MJ0963_STAMPING: E 140 1948
 MJ0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0963
 MJ0963  HISTORY     - Date     Condition        Report By
 MJ0963  HISTORY     - 1948     MONUMENTED       CGS
 MJ0963  HISTORY     - 19890803 MARK NOT FOUND   NGS
 MJ0963
 MJ0963                          STATION DESCRIPTION
 MJ0963
 MJ0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0963'1.9 MI N FROM LOVELAND.
 MJ0963'1.9 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MJ0963'THE STATION SIGN AT LOVELAND, 2.6 MILES SOUTH ALONG THE CHICAGO
 MJ0963'AND NORTH WESTERN RAILWAY FROM THE STATION AT MISSOURI VALLEY,
 MJ0963'SET IN THE WEST END OF THE SOUTH ABUTMENT OF BRIDGE NO. 978
 MJ0963'OVER BOYER RIVER, 6.6 FEET WEST OF THE WEST RAIL OF THE WEST
 MJ0963'TRACK, 4.6 FEET BELOW THE TRACK LEVEL.
 MJ0963
 MJ0963                          STATION RECOVERY (1989)
 MJ0963
 MJ0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0963'THERE IS A STEEL PLATE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0291 ***********************************************************************
 NM0291  DESIGNATION -  E 141
 NM0291  PID         -  NM0291
 NM0291  STATE/COUNTY-  IA/MONONA
 NM0291  USGS QUAD   -  ALBATON (1969)
 NM0291
 NM0291                         *CURRENT SURVEY CONTROL
 NM0291  ___________________________________________________________________
 NM0291* NAD 83(1986)-  42 09 25.     (N)    096 19 08.     (W)     SCALED    
 NM0291* NAVD 88     -       328.182  (meters)    1076.71   (feet)  ADJUSTED  
 NM0291  ___________________________________________________________________
 NM0291  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 NM0291  DYNAMIC HT  -         328.070 (meters)    1076.34  (feet)  COMP
 NM0291  MODELED GRAV-     980,270.5   (mgal)                       NAVD 88
 NM0291
 NM0291  VERT ORDER  -  SECOND    CLASS 0
 NM0291
 NM0291.The horizontal coordinates were scaled from a topographic map and have
 NM0291.an estimated accuracy of +/- 6 seconds.
 NM0291
 NM0291.The orthometric height was determined by differential leveling
 NM0291.and adjusted by the National Geodetic Survey in June 1991..
 NM0291
 NM0291.The geoid height was determined by GEOID03.
 NM0291
 NM0291.The dynamic height is computed by dividing the NAVD 88
 NM0291.geopotential number by the normal gravity value computed on the
 NM0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0291.degrees latitude (g = 980.6199 gals.).
 NM0291
 NM0291.The modeled gravity was interpolated from observed gravity values.
 NM0291
 NM0291;                    North         East    Units  Estimated Accuracy
 NM0291;SPC IA N     - 1,076,860.    1,267,070.      MT  (+/- 180 meters Scaled)
 NM0291
 NM0291                          SUPERSEDED SURVEY CONTROL
 NM0291
 NM0291  NGVD 29 (??/??/92)  328.036  (m)         1076.23   (f) ADJ UNCH    2 0
 NM0291
 NM0291.Superseded values are not recommended for survey control.
 NM0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0291.See file dsdata.txt to determine how the superseded data were derived.
 NM0291
 NM0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM215706(NAD 83)
 NM0291_MARKER: DB = BENCH MARK DISK
 NM0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0291_STAMPING: E 141 1948
 NM0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0291+STABILITY: SURFACE MOTION
 NM0291
 NM0291  HISTORY     - Date     Condition        Report By
 NM0291  HISTORY     - 1948     MONUMENTED       CGS
 NM0291
 NM0291                          STATION DESCRIPTION
 NM0291
 NM0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0291'3.6 MI SW FROM ALBATON.
 NM0291'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0291'AT ALBATON, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 2.0
 NM0291'MILES SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE WEST ALONG A DIRT
 NM0291'ROAD, AT A T ROAD, 51.0 FEET NORTH OF THE CENTER LINE OF THE
 NM0291'EAST-WEST ROAD, 8.0 FEET EAST OF THE CENTER LINE OF A FIELD
 NM0291'ROAD LEADING NORTH, 3.0 FEET SOUTHEAST OF A CORNER FENCE POST,
 NM0291'1.0 FOOT SOUTH OF A FENCE, 1.6 FEET NORTHWEST OF A REFERENCE
 NM0291'POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NM0291'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0227 ***********************************************************************
 NM0227  DESIGNATION -  E 142
 NM0227  PID         -  NM0227
 NM0227  STATE/COUNTY-  IA/WOODBURY
 NM0227  USGS QUAD   -  HOMER (1976)
 NM0227
 NM0227                         *CURRENT SURVEY CONTROL
 NM0227  ___________________________________________________________________
 NM0227* NAD 83(1986)-  42 22 29.     (N)    096 24 17.     (W)     SCALED    
 NM0227* NAVD 88     -       334.612  (meters)    1097.81   (feet)  ADJUSTED  
 NM0227  ___________________________________________________________________
 NM0227  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 NM0227  DYNAMIC HT  -         334.505 (meters)    1097.46  (feet)  COMP
 NM0227  MODELED GRAV-     980,291.9   (mgal)                       NAVD 88
 NM0227
 NM0227  VERT ORDER  -  SECOND    CLASS 0
 NM0227
 NM0227.The horizontal coordinates were scaled from a topographic map and have
 NM0227.an estimated accuracy of +/- 6 seconds.
 NM0227
 NM0227.The orthometric height was determined by differential leveling
 NM0227.and adjusted by the National Geodetic Survey in June 1991..
 NM0227
 NM0227.The geoid height was determined by GEOID03.
 NM0227
 NM0227.The dynamic height is computed by dividing the NAVD 88
 NM0227.geopotential number by the normal gravity value computed on the
 NM0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0227.degrees latitude (g = 980.6199 gals.).
 NM0227
 NM0227.The modeled gravity was interpolated from observed gravity values.
 NM0227
 NM0227;                    North         East    Units  Estimated Accuracy
 NM0227;SPC IA N     - 1,101,270.    1,260,820.      MT  (+/- 180 meters Scaled)
 NM0227
 NM0227                          SUPERSEDED SURVEY CONTROL
 NM0227
 NM0227  NGVD 29 (??/??/92)  334.454  (m)         1097.29   (f) ADJ UNCH    2 0
 NM0227
 NM0227.Superseded values are not recommended for survey control.
 NM0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0227.See file dsdata.txt to determine how the superseded data were derived.
 NM0227
 NM0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM136946(NAD 83)
 NM0227_MARKER: DB = BENCH MARK DISK
 NM0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0227_STAMPING: E 142 1948
 NM0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0227+STABILITY: SURFACE MOTION
 NM0227
 NM0227  HISTORY     - Date     Condition        Report By
 NM0227  HISTORY     - 1948     MONUMENTED       CGS
 NM0227  HISTORY     - 1964     MARK NOT FOUND   USGS
 NM0227
 NM0227                          STATION DESCRIPTION
 NM0227
 NM0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0227'7 MI SW FROM SERGEANT BLUFF.
 NM0227'0.5 MILE WEST ALONG STATE HIGHWAY NO. 377 FROM THE JUNCTION OF
 NM0227'U.S. HIGHWAY NO. 75 AT SERGEANT BLUFF, THENCE 1.0 MILE NORTH
 NM0227'ALONG A GRADED DIRT ROAD, THENCE 0.75 MILE WEST ALONG A GRAVELED
 NM0227'ROAD, THENCE 1.2 MILES SOUTH ALONG A GRAVELED AND GRADED DIRT
 NM0227'ROAD, THENCE 0.8 MILE SOUTHWEST ALONG A DIRT ROAD, THENCE 1.0
 NM0227'MILE SOUTH ALONG A DIRT ROAD, THENCE 0.2 MILE EAST ALONG A DIRT
 NM0227'ROAD, THENCE 0.8 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.75 MILE
 NM0227'WEST ALONG A DIRT ROAD AND FIELD ROAD, AT THE WEST END OF A
 NM0227'EAST-WEST FIELD ROAD, AT THE NORTHWEST CORNER OF A CULTIVATED
 NM0227'FIELD, ABOUT 16.0 FEET EAST OF THE TOP OF A SMALL HILL SLOPING TO
 NM0227'THE WEST AND INTO THE RIVER BOTTOM, IN THE FENCE LINE, 6.0 FEET
 NM0227'NORTH OF THE CENTER LINE OF THE ROAD, 1.7 FEET EAST OF A REFERENCE
 NM0227'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NM0227'THE GROUND.
 NM0227
 NM0227                          STATION RECOVERY (1964)
 NM0227
 NM0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NM0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0271 ***********************************************************************
 NM0271  DESIGNATION -  E 143
 NM0271  PID         -  NM0271
 NM0271  STATE/COUNTY-  IA/WOODBURY
 NM0271  USGS QUAD   -  ALBATON (1969)
 NM0271
 NM0271                         *CURRENT SURVEY CONTROL
 NM0271  ___________________________________________________________________
 NM0271* NAD 83(1986)-  42 13 36.     (N)    096 19 20.     (W)     SCALED    
 NM0271* NAVD 88     -       329.597  (meters)    1081.35   (feet)  ADJUSTED  
 NM0271  ___________________________________________________________________
 NM0271  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 NM0271  DYNAMIC HT  -         329.487 (meters)    1080.99  (feet)  COMP
 NM0271  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 NM0271
 NM0271  VERT ORDER  -  SECOND    CLASS 0
 NM0271
 NM0271.The horizontal coordinates were scaled from a topographic map and have
 NM0271.an estimated accuracy of +/- 6 seconds.
 NM0271
 NM0271.The orthometric height was determined by differential leveling
 NM0271.and adjusted by the National Geodetic Survey in June 1991..
 NM0271
 NM0271.The geoid height was determined by GEOID03.
 NM0271
 NM0271.The dynamic height is computed by dividing the NAVD 88
 NM0271.geopotential number by the normal gravity value computed on the
 NM0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0271.degrees latitude (g = 980.6199 gals.).
 NM0271
 NM0271.The modeled gravity was interpolated from observed gravity values.
 NM0271
 NM0271;                    North         East    Units  Estimated Accuracy
 NM0271;SPC IA N     - 1,084,600.    1,267,060.      MT  (+/- 180 meters Scaled)
 NM0271
 NM0271                          SUPERSEDED SURVEY CONTROL
 NM0271
 NM0271  NGVD 29 (??/??/92)  329.447  (m)         1080.86   (f) ADJ UNCH    2 0
 NM0271
 NM0271.Superseded values are not recommended for survey control.
 NM0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0271.See file dsdata.txt to determine how the superseded data were derived.
 NM0271
 NM0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM209784(NAD 83)
 NM0271_MARKER: DB = BENCH MARK DISK
 NM0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0271_STAMPING: E 143 1948
 NM0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0271+STABILITY: SURFACE MOTION
 NM0271
 NM0271  HISTORY     - Date     Condition        Report By
 NM0271  HISTORY     - 1948     MONUMENTED       CGS
 NM0271
 NM0271                          STATION DESCRIPTION
 NM0271
 NM0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0271'5 MI N FROM ALBATON.
 NM0271'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH AT
 NM0271'ALBATON, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.0
 NM0271'MILE NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A DIRT
 NM0271'ROAD, THENCE 1.0 MILE NORTH ALONG A FIELD ROAD, THENCE 0.95
 NM0271'MILE NORTHEASTERLY ALONG A WOODS ROAD, ON THE OUTSIDE OF A CURVE
 NM0271'WITH TANGENTS LEADING SOUTH AND NORTHEAST, AT THE SUMMIT OF A SMALL
 NM0271'HILL, 59.4 FEET SOUTH OF THE SOUTHWEST CORNER OF AN ABANDONED
 NM0271'FARMHOUSE, 33.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 NM0271'4.0 FEET NORTH OF AN 18-INCH ELM TREE, 1.5 FEET SOUTHEAST OF A
 NM0271'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 NM0271'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0174 ***********************************************************************
 MK0174  DESIGNATION -  E 144
 MK0174  PID         -  MK0174
 MK0174  STATE/COUNTY-  IA/HARRISON
 MK0174  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0174
 MK0174                         *CURRENT SURVEY CONTROL
 MK0174  ___________________________________________________________________
 MK0174* NAD 83(1986)-  41 51 24.     (N)    096 05 21.     (W)     SCALED    
 MK0174* NAVD 88     -       314.971  (meters)    1033.37   (feet)  ADJUSTED  
 MK0174  ___________________________________________________________________
 MK0174  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 MK0174  DYNAMIC HT  -         314.849 (meters)    1032.97  (feet)  COMP
 MK0174  MODELED GRAV-     980,226.9   (mgal)                       NAVD 88
 MK0174
 MK0174  VERT ORDER  -  FIRST     CLASS II
 MK0174
 MK0174.The horizontal coordinates were scaled from a topographic map and have
 MK0174.an estimated accuracy of +/- 6 seconds.
 MK0174
 MK0174.The orthometric height was determined by differential leveling
 MK0174.and adjusted by the National Geodetic Survey in June 1991..
 MK0174
 MK0174.The geoid height was determined by GEOID03.
 MK0174
 MK0174.The dynamic height is computed by dividing the NAVD 88
 MK0174.geopotential number by the normal gravity value computed on the
 MK0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0174.degrees latitude (g = 980.6199 gals.).
 MK0174
 MK0174.The modeled gravity was interpolated from observed gravity values.
 MK0174
 MK0174;                    North         East    Units  Estimated Accuracy
 MK0174;SPC IA S     -   209,390.      285,030.      MT  (+/- 180 meters Scaled)
 MK0174
 MK0174                          SUPERSEDED SURVEY CONTROL
 MK0174
 MK0174  NGVD 29 (??/??/92)  314.818  (m)         1032.87   (f) ADJ UNCH    1 2
 MK0174
 MK0174.Superseded values are not recommended for survey control.
 MK0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0174.See file dsdata.txt to determine how the superseded data were derived.
 MK0174
 MK0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM416379(NAD 83)
 MK0174_MARKER: DB = BENCH MARK DISK
 MK0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0174_SP_SET: CONCRETE POST
 MK0174_STAMPING: E 144 1948
 MK0174_MARK LOGO: CGS   
 MK0174_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0174+STABILITY: SURFACE MOTION
 MK0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0174+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1997
 MK0174
 MK0174  HISTORY     - Date     Condition        Report By
 MK0174  HISTORY     - 1948     MONUMENTED       CGS
 MK0174  HISTORY     - 1974     GOOD             LOCSUR
 MK0174  HISTORY     - 19890828 GOOD             NGS
 MK0174  HISTORY     - 19971118 GOOD             NGS
 MK0174
 MK0174                          STATION DESCRIPTION
 MK0174
 MK0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0174'4.5 MI NW FROM RIVER SIOUX.
 MK0174'3.1 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0174'FROM THE STATION AT RIVER SIOUX, THENCE 1.4 MILES NORTHWEST
 MK0174'ALONG U.S. HIGHWAY NO. 75, BETWEEN TWO POLES WHICH ARE 6.0
 MK0174'FEET APART, 33.8 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MK0174'63.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST,
 MK0174'1.0 FOOT EAST OF A FENCE, 1.6 FEET NORTH OF A REFERENCE POST,
 MK0174'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 MK0174'THE GROUND.
 MK0174
 MK0174                          STATION RECOVERY (1974)
 MK0174
 MK0174'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0174'RECOVERED IN GOOD CONDITION.
 MK0174
 MK0174                          STATION RECOVERY (1989)
 MK0174
 MK0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0174'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.8 KM
 MK0174'(4.25 MI) NORTHWESTERLY ALONG A PAVED ROAD (OLD U.S. HIGHWAY 75) FROM
 MK0174'ITS JUNCTION WITH STATE HIGHWAY 301 IN RIVER SIOUX, 19.2 M (63.0 FT)
 MK0174'SOUTH OF THE CENTER OF A GRAVELED ROAD LEADING WEST, 10.3 M (33.8 FT)
 MK0174'WEST OF THE CENTERLINE OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A
 MK0174'WITNESS POST, LEVEL WITH THE HIGHWAY, AND IN A CONCRETE MONUMENT THAT
 MK0174'IS FLUSH WITH THE GROUND SURFACE.
 MK0174
 MK0174                          STATION RECOVERY (1997)
 MK0174
 MK0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 MK0174'0.2 KM (0.10 MI) SOUTHERLY ALONG 2ND STREET FROM THE POST OFFICE IN
 MK0174'LITTLE SIOUX, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG STATE HIGHWAY
 MK0174'301, THENCE 6.9 KM (4.30 MI) NORTHERLY ALONG COUNTY ROAD K 45, 18.2 M
 MK0174'(59.7 FT) SOUTH OF THE CENTER OF 106TH TRAIL, 10.3 M (33.8 FT) WEST OF
 MK0174'THE ROAD CENTERLINE, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.3 M
 MK0174'(1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH
 MK0174'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0323 ***********************************************************************
 NM0323  DESIGNATION -  E 145
 NM0323  PID         -  NM0323
 NM0323  STATE/COUNTY-  IA/MONONA
 NM0323  USGS QUAD   -  ONAWA SW (1969)
 NM0323
 NM0323                         *CURRENT SURVEY CONTROL
 NM0323  ___________________________________________________________________
 NM0323* NAD 83(1986)-  42 04 11.     (N)    096 11 40.     (W)     SCALED    
 NM0323* NAVD 88     -       322.200  (meters)    1057.08   (feet)  ADJUSTED  
 NM0323  ___________________________________________________________________
 NM0323  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 NM0323  DYNAMIC HT  -         322.086 (meters)    1056.71  (feet)  COMP
 NM0323  MODELED GRAV-     980,260.6   (mgal)                       NAVD 88
 NM0323
 NM0323  VERT ORDER  -  SECOND    CLASS 0
 NM0323
 NM0323.The horizontal coordinates were scaled from a topographic map and have
 NM0323.an estimated accuracy of +/- 6 seconds.
 NM0323
 NM0323.The orthometric height was determined by differential leveling
 NM0323.and adjusted by the National Geodetic Survey in June 1991..
 NM0323
 NM0323.The geoid height was determined by GEOID03.
 NM0323
 NM0323.The dynamic height is computed by dividing the NAVD 88
 NM0323.geopotential number by the normal gravity value computed on the
 NM0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0323.degrees latitude (g = 980.6199 gals.).
 NM0323
 NM0323.The modeled gravity was interpolated from observed gravity values.
 NM0323
 NM0323;                    North         East    Units  Estimated Accuracy
 NM0323;SPC IA N     - 1,066,840.    1,277,050.      MT  (+/- 180 meters Scaled)
 NM0323
 NM0323                          SUPERSEDED SURVEY CONTROL
 NM0323
 NM0323  NGVD 29 (??/??/92)  322.059  (m)         1056.62   (f) ADJ UNCH    2 0
 NM0323
 NM0323.Superseded values are not recommended for survey control.
 NM0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0323.See file dsdata.txt to determine how the superseded data were derived.
 NM0323
 NM0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM321613(NAD 83)
 NM0323_MARKER: DB = BENCH MARK DISK
 NM0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0323_STAMPING: E 145 1948
 NM0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0323+STABILITY: SURFACE MOTION
 NM0323
 NM0323  HISTORY     - Date     Condition        Report By
 NM0323  HISTORY     - 1948     MONUMENTED       CGS
 NM0323
 NM0323                          STATION DESCRIPTION
 NM0323
 NM0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0323'8.1 MI NW FROM ONAWA.
 NM0323'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0323'AT ONAWA, THENCE 1.2 MILES WEST ALONG COUNTY ROAD H, THENCE 1.9
 NM0323'MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.5 MILE WEST ALONG A
 NM0323'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, IN THE
 NM0323'NORTHWEST QUARTER OF A ROAD CROSSING, 69.0 FEET WEST OF THE
 NM0323'CENTER LINE OF THE NORTH-SOUTH ROAD, 32.0 FEET NORTH OF THE
 NM0323'CENTER LINE OF THE EAST-WEST ROAD, 5.7 FEET WEST OF THE MOST
 NM0323'EASTERLY WALNUT TREE IN A ROW OF EAST-WEST TREES, 1.8 FEET EAST
 NM0323'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0323'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0053 ***********************************************************************
 NM0053  DESIGNATION -  E 146
 NM0053  PID         -  NM0053
 NM0053  STATE/COUNTY-  IA/WOODBURY
 NM0053  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM0053
 NM0053                         *CURRENT SURVEY CONTROL
 NM0053  ___________________________________________________________________
 NM0053* NAD 83(1986)-  42 30 09.     (N)    096 28 17.     (W)     SCALED    
 NM0053* NAVD 88     -       336.452  (meters)    1103.84   (feet)  ADJUSTED  
 NM0053  ___________________________________________________________________
 NM0053  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 NM0053  DYNAMIC HT  -         336.346 (meters)    1103.50  (feet)  COMP
 NM0053  MODELED GRAV-     980,295.7   (mgal)                       NAVD 88
 NM0053
 NM0053  VERT ORDER  -  FIRST     CLASS II
 NM0053
 NM0053.The horizontal coordinates were scaled from a topographic map and have
 NM0053.an estimated accuracy of +/- 6 seconds.
 NM0053
 NM0053.The orthometric height was determined by differential leveling
 NM0053.and adjusted by the National Geodetic Survey in June 1991..
 NM0053
 NM0053.The geoid height was determined by GEOID03.
 NM0053
 NM0053.The dynamic height is computed by dividing the NAVD 88
 NM0053.geopotential number by the normal gravity value computed on the
 NM0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0053.degrees latitude (g = 980.6199 gals.).
 NM0053
 NM0053.The modeled gravity was interpolated from observed gravity values.
 NM0053
 NM0053;                    North         East    Units  Estimated Accuracy
 NM0053;SPC IA N     - 1,115,650.    1,255,830.      MT  (+/- 180 meters Scaled)
 NM0053
 NM0053                          SUPERSEDED SURVEY CONTROL
 NM0053
 NM0053  NGVD 29 (??/??/92)  336.29   (m)         1103.3    (f) COMPUTED    1 2
 NM0053
 NM0053.Superseded values are not recommended for survey control.
 NM0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0053.See file dsdata.txt to determine how the superseded data were derived.
 NM0053
 NM0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN077086(NAD 83)
 NM0053_MARKER: DB = BENCH MARK DISK
 NM0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0053_STAMPING: E 146 1948
 NM0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0053+STABILITY: SURFACE MOTION
 NM0053
 NM0053  HISTORY     - Date     Condition        Report By
 NM0053  HISTORY     - 1948     MONUMENTED       CGS
 NM0053  HISTORY     - 1965     MARK NOT FOUND   NGS
 NM0053
 NM0053                          STATION DESCRIPTION
 NM0053
 NM0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0053'AT RIVERSIDE.
 NM0053'AT RIVERSIDE, 1.0 MILE SOUTH ALONG U.S. HIGHWAY NO. 77 FROM THE
 NM0053'POST OFFICE, AT THE RIVERSIDE PARK, AT THE NORTHEAST CORNER OF THE
 NM0053'SWIMMING POOL AND THE SOUTHEAST CORNER OF THE TENNIS COURTS,
 NM0053'41.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13.6 FEET
 NM0053'SOUTH OF THE CORNER FENCE POST AT THE NORTHEAST CORNER OF THE
 NM0053'SWIMMING POOL GROUNDS, 21.2 FEET SOUTHWEST OF THE CORNER POST
 NM0053'AT THE SOUTHEAST CORNER OF THE TENNIS COURTS, 2.5 FEET EAST OF
 NM0053'THE EAST WIRE MESH FENCE OF THE SWIMMING POOL, 1.9 FEET NORTH OF
 NM0053'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0053'0.3 FOOT ABOVE THE GROUND.
 NM0053
 NM0053                          STATION RECOVERY (1965)
 NM0053
 NM0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0511 ***********************************************************************
 MJ0511  DESIGNATION -  E 147
 MJ0511  PID         -  MJ0511
 MJ0511  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0511  USGS QUAD   -  AVOCA (1994)
 MJ0511
 MJ0511                         *CURRENT SURVEY CONTROL
 MJ0511  ___________________________________________________________________
 MJ0511* NAD 83(1986)-  41 25 59.     (N)    095 20 12.     (W)     SCALED    
 MJ0511* NAVD 88     -       361.529  (meters)    1186.12   (feet)  ADJUSTED  
 MJ0511  ___________________________________________________________________
 MJ0511  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 MJ0511  DYNAMIC HT  -         361.385 (meters)    1185.64  (feet)  COMP
 MJ0511  MODELED GRAV-     980,213.1   (mgal)                       NAVD 88
 MJ0511
 MJ0511  VERT ORDER  -  SECOND    CLASS 0
 MJ0511
 MJ0511.The horizontal coordinates were scaled from a topographic map and have
 MJ0511.an estimated accuracy of +/- 6 seconds.
 MJ0511
 MJ0511.The orthometric height was determined by differential leveling
 MJ0511.and adjusted by the National Geodetic Survey in June 1991..
 MJ0511
 MJ0511.The geoid height was determined by GEOID03.
 MJ0511
 MJ0511.The dynamic height is computed by dividing the NAVD 88
 MJ0511.geopotential number by the normal gravity value computed on the
 MJ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0511.degrees latitude (g = 980.6199 gals.).
 MJ0511
 MJ0511.The modeled gravity was interpolated from observed gravity values.
 MJ0511
 MJ0511;                    North         East    Units  Estimated Accuracy
 MJ0511;SPC IA S     -   160,760.      346,510.      MT  (+/- 180 meters Scaled)
 MJ0511
 MJ0511                          SUPERSEDED SURVEY CONTROL
 MJ0511
 MJ0511  NGVD 29 (??/??/92)  361.439  (m)         1185.82   (f) ADJ UNCH    2 0
 MJ0511
 MJ0511.Superseded values are not recommended for survey control.
 MJ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0511.See file dsdata.txt to determine how the superseded data were derived.
 MJ0511
 MJ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF047894(NAD 83)
 MJ0511_MARKER: DB = BENCH MARK DISK
 MJ0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0511_STAMPING: E 147 1949
 MJ0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0511+STABILITY: SURFACE MOTION
 MJ0511
 MJ0511  HISTORY     - Date     Condition        Report By
 MJ0511  HISTORY     - 1949     MONUMENTED       CGS
 MJ0511  HISTORY     - 1962     MARK NOT FOUND   USGS
 MJ0511
 MJ0511                          STATION DESCRIPTION
 MJ0511
 MJ0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0511'3 MI S FROM AVOCA.
 MJ0511'3.0 MILES SOUTH ALONG U.S. HIGHWAY NO. 59 FROM THE AVOCA
 MJ0511'WATERWORKS BUILDING AT AVOCA, AT A T-JUNCTION OF THE HIGHWAY AND
 MJ0511'A DIRT ROAD LEADING EAST, 87.7 FEET WEST OF THE SOUTHWEST CORNER
 MJ0511'OF THE H.H. JOHNSON FARMHOUSE, 44.0 FEET EAST OF THE CENTER
 MJ0511'LINE OF THE HIGHWAY, 28.0 FEET NORTH OF THE CENTER LINE OF THE
 MJ0511'DIRT ROAD, 6.0 FEET SOUTHEAST OF THE CENTER LINE OF A GATE, 1.0
 MJ0511'FOOT NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 MJ0511'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MJ0511
 MJ0511                          STATION RECOVERY (1962)
 MJ0511
 MJ0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MJ0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0466 ***********************************************************************
 MJ0466  DESIGNATION -  E 148
 MJ0466  PID         -  MJ0466
 MJ0466  STATE/COUNTY-  IA/MILLS
 MJ0466  USGS QUAD   -  EMERSON (1978)
 MJ0466
 MJ0466                         *CURRENT SURVEY CONTROL
 MJ0466  ___________________________________________________________________
 MJ0466* NAD 83(1986)-  41 07 19.     (N)    095 28 49.     (W)     SCALED    
 MJ0466* NAVD 88     -       337.979  (meters)    1108.85   (feet)  ADJUSTED  
 MJ0466  ___________________________________________________________________
 MJ0466  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 MJ0466  DYNAMIC HT  -         337.835 (meters)    1108.38  (feet)  COMP
 MJ0466  MODELED GRAV-     980,189.3   (mgal)                       NAVD 88
 MJ0466
 MJ0466  VERT ORDER  -  SECOND    CLASS 0
 MJ0466
 MJ0466.The horizontal coordinates were scaled from a topographic map and have
 MJ0466.an estimated accuracy of +/- 6 seconds.
 MJ0466
 MJ0466.The orthometric height was determined by differential leveling
 MJ0466.and adjusted by the National Geodetic Survey in June 1991..
 MJ0466
 MJ0466.The geoid height was determined by GEOID03.
 MJ0466
 MJ0466.The dynamic height is computed by dividing the NAVD 88
 MJ0466.geopotential number by the normal gravity value computed on the
 MJ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0466.degrees latitude (g = 980.6199 gals.).
 MJ0466
 MJ0466.The modeled gravity was interpolated from observed gravity values.
 MJ0466
 MJ0466;                    North         East    Units  Estimated Accuracy
 MJ0466;SPC IA S     -   126,480.      333,720.      MT  (+/- 180 meters Scaled)
 MJ0466
 MJ0466                          SUPERSEDED SURVEY CONTROL
 MJ0466
 MJ0466  NGVD 29 (??/??/92)  337.896  (m)         1108.58   (f) ADJ UNCH    2 0
 MJ0466
 MJ0466.Superseded values are not recommended for survey control.
 MJ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0466.See file dsdata.txt to determine how the superseded data were derived.
 MJ0466
 MJ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF917552(NAD 83)
 MJ0466_MARKER: DB = BENCH MARK DISK
 MJ0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0466_STAMPING: E 148 1949
 MJ0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0466+STABILITY: SURFACE MOTION
 MJ0466
 MJ0466  HISTORY     - Date     Condition        Report By
 MJ0466  HISTORY     - 1949     MONUMENTED       CGS
 MJ0466  HISTORY     - 1976     MARK NOT FOUND   USGS
 MJ0466
 MJ0466                          STATION DESCRIPTION
 MJ0466
 MJ0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0466'4.4 MI SW FROM HENDERSON.
 MJ0466'0.3 MILE NORTH ALONG STATE HIGHWAY NO. 244 FROM THE CITIZENS
 MJ0466'BANK AT HENDERSON, THENCE 2.4 MILES WEST ALONG COUNTY ROAD U,
 MJ0466'THENCE 1.7 MILES SOUTH ALONG COUNTY ROAD U, ABOUT 500.0 FEET
 MJ0466'NORTH OF A LARGE WHITE 2-STORY FARMHOUSE ON THE WEST SIDE OF
 MJ0466'THE ROAD, 56.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 48.0
 MJ0466'FEET SOUTHWEST OF THE CENTER LINE OF THE WEST END OF A CONCRETE
 MJ0466'CULVERT, 7.0 FEET EAST OF A 3-WAY CORNER FENCE POST, 1.0 FOOT
 MJ0466'NORTH OF A FENCE, 1.2 FEET EAST OF A REFERENCE POST, SET IN THE
 MJ0466'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MJ0466
 MJ0466                          STATION RECOVERY (1976)
 MJ0466
 MJ0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MJ0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0476 ***********************************************************************
 MJ0476  DESIGNATION -  E 149
 MJ0476  PID         -  MJ0476
 MJ0476  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0476  USGS QUAD   -  CARSON (1978)
 MJ0476
 MJ0476                         *CURRENT SURVEY CONTROL
 MJ0476  ___________________________________________________________________
 MJ0476* NAD 83(1986)-  41 12 26.     (N)    095 24 12.     (W)     SCALED    
 MJ0476* NAVD 88     -       352.854  (meters)    1157.66   (feet)  ADJUSTED  
 MJ0476  ___________________________________________________________________
 MJ0476  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 MJ0476  DYNAMIC HT  -         352.708 (meters)    1157.18  (feet)  COMP
 MJ0476  MODELED GRAV-     980,199.1   (mgal)                       NAVD 88
 MJ0476
 MJ0476  VERT ORDER  -  SECOND    CLASS 0
 MJ0476
 MJ0476.The horizontal coordinates were scaled from a topographic map and have
 MJ0476.an estimated accuracy of +/- 6 seconds.
 MJ0476
 MJ0476.The orthometric height was determined by differential leveling
 MJ0476.and adjusted by the National Geodetic Survey in June 1991..
 MJ0476
 MJ0476.The geoid height was determined by GEOID03.
 MJ0476
 MJ0476.The dynamic height is computed by dividing the NAVD 88
 MJ0476.geopotential number by the normal gravity value computed on the
 MJ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0476.degrees latitude (g = 980.6199 gals.).
 MJ0476
 MJ0476.The modeled gravity was interpolated from observed gravity values.
 MJ0476
 MJ0476;                    North         East    Units  Estimated Accuracy
 MJ0476;SPC IA S     -   135,810.      340,390.      MT  (+/- 180 meters Scaled)
 MJ0476
 MJ0476                          SUPERSEDED SURVEY CONTROL
 MJ0476
 MJ0476.No superseded survey control is available for this station.
 MJ0476
 MJ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF985645(NAD 83)
 MJ0476_MARKER: DB = BENCH MARK DISK
 MJ0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0476_STAMPING: E 149 1949
 MJ0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0476+STABILITY: SURFACE MOTION
 MJ0476
 MJ0476  HISTORY     - Date     Condition        Report By
 MJ0476  HISTORY     - 1949     MONUMENTED       CGS
 MJ0476
 MJ0476                          STATION DESCRIPTION
 MJ0476
 MJ0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0476'2.9 MI SE FROM CARSON.
 MJ0476'0.2 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0476'FROM THE STATION AT CARSON, THENCE 1.0 MILE EAST ALONG STATE
 MJ0476'HIGHWAY NO. 100, THENCE 1.7 MILES SOUTH ALONG U.S. HIGHWAY NO.
 MJ0476'59, NEAR THE SOUTH END OF A FILL, 127.0 FEET SOUTH OF THE CENTER
 MJ0476'LINE OF THE EAST END OF A CONCRETE CULVERT, 52.0 FEET EAST OF
 MJ0476'THE CENTER LINE OF THE HIGHWAY, 2.5 FEET NORTHWEST OF A 3-WAY
 MJ0476'CORNER FENCE POST, 1.5 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE,
 MJ0476'1.7 FEET SOUTH OF A REFERENCE POST, ABOUT 3.0 FEET BELOW ROAD
 MJ0476'LEVEL, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MJ0476'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0477 ***********************************************************************
 MJ0477  DESIGNATION -  E 149 RESET
 MJ0477  PID         -  MJ0477
 MJ0477  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0477  USGS QUAD   -  CARSON (1978)
 MJ0477
 MJ0477                         *CURRENT SURVEY CONTROL
 MJ0477  ___________________________________________________________________
 MJ0477* NAD 83(1986)-  41 12 26.     (N)    095 24 12.     (W)     SCALED    
 MJ0477* NAVD 88     -       352.32   (meters)    1155.9    (feet)  RESET     
 MJ0477  ___________________________________________________________________
 MJ0477  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 MJ0477
 MJ0477  VERT ORDER  -  THIRD
 MJ0477
 MJ0477.The horizontal coordinates were scaled from a topographic map and have
 MJ0477.an estimated accuracy of +/- 6 seconds.
 MJ0477
 MJ0477.The orthometric height was computed from unverified reset data.
 MJ0477
 MJ0477.The geoid height was determined by GEOID03.
 MJ0477
 MJ0477;                    North         East    Units  Estimated Accuracy
 MJ0477;SPC IA S     -   135,810.      340,390.      MT  (+/- 180 meters Scaled)
 MJ0477
 MJ0477                          SUPERSEDED SURVEY CONTROL
 MJ0477
 MJ0477  NGVD 29 (??/??/??)  352.24   (m)         1155.6    (f) RESET       3  
 MJ0477
 MJ0477.Superseded values are not recommended for survey control.
 MJ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0477.See file dsdata.txt to determine how the superseded data were derived.
 MJ0477
 MJ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF985645(NAD 83)
 MJ0477_MARKER: DB = BENCH MARK DISK
 MJ0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0477_STAMPING: E 149 RESET 1955
 MJ0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0477+STABILITY: SURFACE MOTION
 MJ0477
 MJ0477  HISTORY     - Date     Condition        Report By
 MJ0477  HISTORY     - 1955     MONUMENTED       CGS
 MJ0477
 MJ0477                          STATION DESCRIPTION
 MJ0477
 MJ0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MJ0477'0.2 MI S FROM CARSON.
 MJ0477'0.2 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0477'FROM THE STATION AT CARSON, THENCE 1.0 MILE EAST ALONG STATE
 MJ0477'HIGHWAY 100 THENCE 1.7 MILES SOUTH ALONG U.S. HIGHWAY 59, NEAR
 MJ0477'THE SOUTH END OF A FILL, 107.0 FEET SOUTH OF THE EAST END OF
 MJ0477'A CONCRETE CULVERT, 79.5 FEET EAST OF THE CENTERLINE OF THE
 MJ0477'HIGHWAY AT SURVEY STATION 1624+25, 4.5 FEET NORTH OF THE NORTH
 MJ0477'POST OF A GATE, AT THE EAST RIGHT-OF-WAY LINE, 2.8 FEET SOUTH OF
 MJ0477'A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE
 MJ0477'HIGHWAY.  A STANDARD DISK, STAMPED E 149 RESET 1955 AND SET
 MJ0477'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0004 ***********************************************************************
 NM0004  DESIGNATION -  E 15
 NM0004  PID         -  NM0004
 NM0004  STATE/COUNTY-  IA/PLYMOUTH
 NM0004  USGS QUAD   -  JAMES (1994)
 NM0004
 NM0004                         *CURRENT SURVEY CONTROL
 NM0004  ___________________________________________________________________
 NM0004* NAD 83(1986)-  42 33 18.     (N)    096 20 17.     (W)     SCALED    
 NM0004* NAVD 88     -       339.612  (meters)    1114.21   (feet)  ADJUSTED  
 NM0004  ___________________________________________________________________
 NM0004  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 NM0004  DYNAMIC HT  -         339.502 (meters)    1113.85  (feet)  COMP
 NM0004  MODELED GRAV-     980,286.5   (mgal)                       NAVD 88
 NM0004
 NM0004  VERT ORDER  -  SECOND    CLASS 0
 NM0004
 NM0004.The horizontal coordinates were scaled from a topographic map and have
 NM0004.an estimated accuracy of +/- 6 seconds.
 NM0004
 NM0004.The orthometric height was determined by differential leveling
 NM0004.and adjusted by the National Geodetic Survey in June 1991..
 NM0004
 NM0004.The geoid height was determined by GEOID03.
 NM0004
 NM0004.The dynamic height is computed by dividing the NAVD 88
 NM0004.geopotential number by the normal gravity value computed on the
 NM0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0004.degrees latitude (g = 980.6199 gals.).
 NM0004
 NM0004.The modeled gravity was interpolated from observed gravity values.
 NM0004
 NM0004;                    North         East    Units  Estimated Accuracy
 NM0004;SPC IA N     - 1,121,100.    1,266,980.      MT  (+/- 180 meters Scaled)
 NM0004
 NM0004                          SUPERSEDED SURVEY CONTROL
 NM0004
 NM0004  NGVD 29 (??/??/92)  339.396  (m)         1113.50   (f) ADJ UNCH    2 0
 NM0004
 NM0004.Superseded values are not recommended for survey control.
 NM0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0004.See file dsdata.txt to determine how the superseded data were derived.
 NM0004
 NM0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN185148(NAD 83)
 NM0004_MARKER: DB = BENCH MARK DISK
 NM0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0004_STAMPING: E 15 1934
 NM0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0004+STABILITY: SURFACE MOTION
 NM0004
 NM0004  HISTORY     - Date     Condition        Report By
 NM0004  HISTORY     - 1934     MONUMENTED       CGS
 NM0004  HISTORY     - 1962     MARK NOT FOUND   NGS
 NM0004
 NM0004                          STATION DESCRIPTION
 NM0004
 NM0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NM0004'6 MI N FROM SIOUX CITY.
 NM0004'IN PLYMOUTH COUNTY, 6 MILES NORTH ALONG THE SOO LINE RAILROAD
 NM0004'FORMERLY (C.SP. M. AND O.RY), FROM THE STATION AT SIOUX CITY,
 NM0004'WOODBURY CO., ABOUT 98 YARDS SOUTH OF SIGNAL 504.2, 37 FEET WEST
 NM0004'OF THE WEST RAIL OF THE SOO LINE RAILROAD CO., AND 59.3 FEET
 NM0004'EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL RAILROAD.  A
 NM0004'STANDARD DISK, STAMPED E 15 1934 AND SET IN THE TOP OF A CONCRETE
 NM0004'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0537 ***********************************************************************
 MJ0537  DESIGNATION -  E 150
 MJ0537  PID         -  MJ0537
 MJ0537  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0537  USGS QUAD   -  AVOCA (1994)
 MJ0537
 MJ0537                         *CURRENT SURVEY CONTROL
 MJ0537  ___________________________________________________________________
 MJ0537* NAD 83(1986)-  41 29 05.     (N)    095 20 10.     (W)     SCALED    
 MJ0537* NAVD 88     -       349.525  (meters)    1146.73   (feet)  ADJUSTED  
 MJ0537  ___________________________________________________________________
 MJ0537  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 MJ0537  DYNAMIC HT  -         349.382 (meters)    1146.26  (feet)  COMP
 MJ0537  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 MJ0537
 MJ0537  VERT ORDER  -  SECOND    CLASS 0
 MJ0537
 MJ0537.The horizontal coordinates were scaled from a topographic map and have
 MJ0537.an estimated accuracy of +/- 6 seconds.
 MJ0537
 MJ0537.The orthometric height was determined by differential leveling
 MJ0537.and adjusted by the National Geodetic Survey in June 1991..
 MJ0537
 MJ0537.The geoid height was determined by GEOID03.
 MJ0537
 MJ0537.The dynamic height is computed by dividing the NAVD 88
 MJ0537.geopotential number by the normal gravity value computed on the
 MJ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0537.degrees latitude (g = 980.6199 gals.).
 MJ0537
 MJ0537.The modeled gravity was interpolated from observed gravity values.
 MJ0537
 MJ0537;                    North         East    Units  Estimated Accuracy
 MJ0537;SPC IA S     -   166,500.      346,670.      MT  (+/- 180 meters Scaled)
 MJ0537
 MJ0537                          SUPERSEDED SURVEY CONTROL
 MJ0537
 MJ0537  NGVD 29 (??/??/92)  349.428  (m)         1146.41   (f) ADJ UNCH    2 0
 MJ0537
 MJ0537.Superseded values are not recommended for survey control.
 MJ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0537.See file dsdata.txt to determine how the superseded data were derived.
 MJ0537
 MJ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF049952(NAD 83)
 MJ0537_MARKER: DB = BENCH MARK DISK
 MJ0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0537_STAMPING: E 150 1949
 MJ0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0537+STABILITY: SURFACE MOTION
 MJ0537
 MJ0537  HISTORY     - Date     Condition        Report By
 MJ0537  HISTORY     - 1949     MONUMENTED       CGS
 MJ0537
 MJ0537                          STATION DESCRIPTION
 MJ0537
 MJ0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0537'AT AVOCA.
 MJ0537'AT AVOCA, 0.7 MILE NORTH ALONG U.S. HIGHWAY 59 FROM THE AVOCA
 MJ0537'WATERWORKS BUILDING, AT THE NORTH EDGE OF THE TOWN, 108 FEET
 MJ0537'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET EAST OF THE
 MJ0537'CENTER LINE OF A PAVED STREET WHICH LEADS SOUTH, 27 FEET SOUTH OF
 MJ0537'THE CENTER LINE OF A PRIVATE ROAD LEADING EAST, 17.0 FEET NORTHEAST
 MJ0537'OF A 20 INCH WALNUT TREE, 1.0 FOOT WEST OF A FENCE, 1.1 FEET NORTH
 MJ0537'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MJ0537'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0373 ***********************************************************************
 MJ0373  DESIGNATION -  E 151
 MJ0373  PID         -  MJ0373
 MJ0373  STATE/COUNTY-  IA/SHELBY
 MJ0373  USGS QUAD   -  IRWIN (1978)
 MJ0373
 MJ0373                         *CURRENT SURVEY CONTROL
 MJ0373  ___________________________________________________________________
 MJ0373* NAD 83(1986)-  41 47 30.     (N)    095 13 42.     (W)     SCALED    
 MJ0373* NAVD 88     -       421.265  (meters)    1382.10   (feet)  ADJUSTED  
 MJ0373  ___________________________________________________________________
 MJ0373  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 MJ0373  DYNAMIC HT  -         421.067 (meters)    1381.45  (feet)  COMP
 MJ0373  MODELED GRAV-     980,140.8   (mgal)                       NAVD 88
 MJ0373
 MJ0373  VERT ORDER  -  SECOND    CLASS 0
 MJ0373
 MJ0373.The horizontal coordinates were scaled from a topographic map and have
 MJ0373.an estimated accuracy of +/- 6 seconds.
 MJ0373
 MJ0373.The orthometric height was determined by differential leveling
 MJ0373.and adjusted by the National Geodetic Survey in June 1991..
 MJ0373
 MJ0373.The geoid height was determined by GEOID03.
 MJ0373
 MJ0373.The dynamic height is computed by dividing the NAVD 88
 MJ0373.geopotential number by the normal gravity value computed on the
 MJ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0373.degrees latitude (g = 980.6199 gals.).
 MJ0373
 MJ0373.The modeled gravity was interpolated from observed gravity values.
 MJ0373
 MJ0373;                    North         East    Units  Estimated Accuracy
 MJ0373;SPC IA S     -   200,400.      356,350.      MT  (+/- 180 meters Scaled)
 MJ0373
 MJ0373                          SUPERSEDED SURVEY CONTROL
 MJ0373
 MJ0373  NGVD 29 (??/??/92)  421.132  (m)         1381.66   (f) ADJ UNCH    2 0
 MJ0373
 MJ0373.Superseded values are not recommended for survey control.
 MJ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0373.See file dsdata.txt to determine how the superseded data were derived.
 MJ0373
 MJ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG148290(NAD 83)
 MJ0373_MARKER: DB = BENCH MARK DISK
 MJ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0373_STAMPING: E 151 1949
 MJ0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0373+STABILITY: SURFACE MOTION
 MJ0373
 MJ0373  HISTORY     - Date     Condition        Report By
 MJ0373  HISTORY     - 1949     MONUMENTED       CGS
 MJ0373
 MJ0373                          STATION DESCRIPTION
 MJ0373
 MJ0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0373'1 MI W FROM IRWIN.
 MJ0373'1.0 MILE WEST ALONG STATE HIGHWAY NO. 268 FROM THE JUNCTION OF
 MJ0373'STATE HIGHWAY NO. 268 WITH COUNTY ROAD M AT IRWIN, ON THE SOUTH
 MJ0373'SLOPE OF A HILL, IN THE SOUTHWEST QUARTER OF A PUBLIC ROAD
 MJ0373'CROSSING, 57.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MJ0373'22.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH SECTION LINE
 MJ0373'ROAD, 4.5 FEET SOUTH OF A CORNER FENCE POST, 1.3 FEET NORTH OF A
 MJ0373'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MJ0373'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0346 ***********************************************************************
 NM0346  DESIGNATION -  E 152
 NM0346  PID         -  NM0346
 NM0346  STATE/COUNTY-  IA/WOODBURY
 NM0346  USGS QUAD   -  LUTON (1964)
 NM0346
 NM0346                         *CURRENT SURVEY CONTROL
 NM0346  ___________________________________________________________________
 NM0346* NAD 83(1986)-  42 20 20.     (N)    096 13 40.     (W)     SCALED    
 NM0346* NAVD 88     -       329.769  (meters)    1081.92   (feet)  ADJUSTED  
 NM0346  ___________________________________________________________________
 NM0346  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 NM0346  DYNAMIC HT  -         329.660 (meters)    1081.56  (feet)  COMP
 NM0346  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 NM0346
 NM0346  VERT ORDER  -  SECOND    CLASS 0
 NM0346
 NM0346.The horizontal coordinates were scaled from a topographic map and have
 NM0346.an estimated accuracy of +/- 6 seconds.
 NM0346
 NM0346.The orthometric height was determined by differential leveling
 NM0346.and adjusted by the National Geodetic Survey in June 1991..
 NM0346
 NM0346.The geoid height was determined by GEOID03.
 NM0346
 NM0346.The dynamic height is computed by dividing the NAVD 88
 NM0346.geopotential number by the normal gravity value computed on the
 NM0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0346.degrees latitude (g = 980.6199 gals.).
 NM0346
 NM0346.The modeled gravity was interpolated from observed gravity values.
 NM0346
 NM0346;                    North         East    Units  Estimated Accuracy
 NM0346;SPC IA N     - 1,096,810.    1,275,250.      MT  (+/- 180 meters Scaled)
 NM0346
 NM0346                          SUPERSEDED SURVEY CONTROL
 NM0346
 NM0346  NGVD 29 (??/??/92)  329.609  (m)         1081.39   (f) ADJ UNCH    2 0
 NM0346
 NM0346.Superseded values are not recommended for survey control.
 NM0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0346.See file dsdata.txt to determine how the superseded data were derived.
 NM0346
 NM0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM283911(NAD 83)
 NM0346_MARKER: DB = BENCH MARK DISK
 NM0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0346_SP_SET: BUILDING
 NM0346_STAMPING: E 152 1949
 NM0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0346
 NM0346  HISTORY     - Date     Condition        Report By
 NM0346  HISTORY     - 1949     MONUMENTED       CGS
 NM0346
 NM0346                          STATION DESCRIPTION
 NM0346
 NM0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0346'AT LUTON.
 NM0346'AT LUTON, 4.6 FEET WEST OF THE CENTER OF THE NORTH DOOR AND
 NM0346'SET VERTICALLY 1.8 FEET ABOVE THE WEST CURB OF THE SIDEWALK
 NM0346'AND IN THE NORTH BRICK WALL OF THE CONSOLIDATED SCHOOLHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0376 ***********************************************************************
 NM0376  DESIGNATION -  E 153
 NM0376  PID         -  NM0376
 NM0376  STATE/COUNTY-  IA/MONONA
 NM0376  USGS QUAD   -  HORNICK (1969)
 NM0376
 NM0376                         *CURRENT SURVEY CONTROL
 NM0376  ___________________________________________________________________
 NM0376* NAD 83(1986)-  42 09 18.     (N)    096 02 15.     (W)     SCALED    
 NM0376* NAVD 88     -       324.666  (meters)    1065.17   (feet)  ADJUSTED  
 NM0376  ___________________________________________________________________
 NM0376  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 NM0376  DYNAMIC HT  -         324.551 (meters)    1064.80  (feet)  COMP
 NM0376  MODELED GRAV-     980,259.6   (mgal)                       NAVD 88
 NM0376
 NM0376  VERT ORDER  -  SECOND    CLASS 0
 NM0376
 NM0376.The horizontal coordinates were scaled from a topographic map and have
 NM0376.an estimated accuracy of +/- 6 seconds.
 NM0376
 NM0376.The orthometric height was determined by differential leveling
 NM0376.and adjusted by the National Geodetic Survey in June 1991..
 NM0376
 NM0376.The geoid height was determined by GEOID03.
 NM0376
 NM0376.The dynamic height is computed by dividing the NAVD 88
 NM0376.geopotential number by the normal gravity value computed on the
 NM0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0376.degrees latitude (g = 980.6199 gals.).
 NM0376
 NM0376.The modeled gravity was interpolated from observed gravity values.
 NM0376
 NM0376;                    North         East    Units  Estimated Accuracy
 NM0376;SPC IA N     - 1,075,900.    1,290,310.      MT  (+/- 180 meters Scaled)
 NM0376
 NM0376                          SUPERSEDED SURVEY CONTROL
 NM0376
 NM0376  NGVD 29 (??/??/92)  324.520  (m)         1064.70   (f) ADJ UNCH    2 0
 NM0376
 NM0376.Superseded values are not recommended for survey control.
 NM0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0376.See file dsdata.txt to determine how the superseded data were derived.
 NM0376
 NM0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM447712(NAD 83)
 NM0376_MARKER: DB = BENCH MARK DISK
 NM0376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0376_SP_SET: BRIDGE
 NM0376_STAMPING: E 153 1949
 NM0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0376
 NM0376  HISTORY     - Date     Condition        Report By
 NM0376  HISTORY     - 1949     MONUMENTED       CGS
 NM0376
 NM0376                          STATION DESCRIPTION
 NM0376
 NM0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0376'9 MI NE FROM WHITING.
 NM0376'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 75 FROM THE CHICAGO
 NM0376'AND NORTH WESTERN RAILROAD STATION AT WHITING, THENCE 1.6 MILES
 NM0376'EAST ALONG COUNTY ROAD E, THENCE 0.5 MILE NORTH ALONG COUNTY
 NM0376'ROAD E, THENCE 5.05 MILES EAST ALONG COUNTY ROAD E, IN THE
 NM0376'NORTHWEST WINGWALL OF A BRIDGE OVER HAITZ DITCH, 11 FEET NORTH
 NM0376'OF THE CENTER LINE OF THE ROAD, 4.4 FEET NORTH OF THE NORTHWEST
 NM0376'CORNER OF THE BRIDGE, 4.0 FEET SOUTHEAST OF THE NORTHWEST END
 NM0376'OF THE WINGWALL, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0035 ***********************************************************************
 NM0035  DESIGNATION -  E 154
 NM0035  PID         -  NM0035
 NM0035  STATE/COUNTY-  IA/SIOUX
 NM0035  USGS QUAD   -  HAWARDEN SOUTH (1969)
 NM0035
 NM0035                         *CURRENT SURVEY CONTROL
 NM0035  ___________________________________________________________________
 NM0035* NAD 83(1986)-  42 58 55.     (N)    096 29 21.     (W)     SCALED    
 NM0035* NAVD 88     -       357.668  (meters)    1173.45   (feet)  ADJUSTED  
 NM0035  ___________________________________________________________________
 NM0035  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 NM0035  DYNAMIC HT  -         357.573 (meters)    1173.14  (feet)  COMP
 NM0035  MODELED GRAV-     980,343.8   (mgal)                       NAVD 88
 NM0035
 NM0035  VERT ORDER  -  FIRST     CLASS II
 NM0035
 NM0035.The horizontal coordinates were scaled from a topographic map and have
 NM0035.an estimated accuracy of +/- 6 seconds.
 NM0035
 NM0035.The orthometric height was determined by differential leveling
 NM0035.and adjusted by the National Geodetic Survey in June 1991..
 NM0035
 NM0035.The geoid height was determined by GEOID03.
 NM0035
 NM0035.The dynamic height is computed by dividing the NAVD 88
 NM0035.geopotential number by the normal gravity value computed on the
 NM0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0035.degrees latitude (g = 980.6199 gals.).
 NM0035
 NM0035.The modeled gravity was interpolated from observed gravity values.
 NM0035
 NM0035;                    North         East    Units  Estimated Accuracy
 NM0035;SPC IA N     - 1,168,920.    1,256,250.      MT  (+/- 180 meters Scaled)
 NM0035
 NM0035                          SUPERSEDED SURVEY CONTROL
 NM0035
 NM0035  NGVD 29 (??/??/92)  357.47   (m)         1172.8    (f) COMPUTED    1 2
 NM0035
 NM0035.Superseded values are not recommended for survey control.
 NM0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0035.See file dsdata.txt to determine how the superseded data were derived.
 NM0035
 NM0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN047618(NAD 83)
 NM0035_MARKER: DB = BENCH MARK DISK
 NM0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0035_STAMPING: E 154 1949
 NM0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0035+STABILITY: SURFACE MOTION
 NM0035
 NM0035  HISTORY     - Date     Condition        Report By
 NM0035  HISTORY     - 1949     MONUMENTED       CGS
 NM0035
 NM0035                          STATION DESCRIPTION
 NM0035
 NM0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0035'1 MI S FROM HAWARDEN.
 NM0035'0.95 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0035'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HAWARDEN, AT THE
 NM0035'SOUTHWEST CORNER OF THE HAWARDEN AIRPORT, 72.0 FEET NORTH OF
 NM0035'THE CENTER LINE OF THE ROAD, 46.0 FEET EAST OF THE EAST RAIL,
 NM0035'34.0 FEET NORTH OF A FENCE CORNER POST, 1.0 FOOT WEST OF THE
 NM0035'FENCE, 1.5 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 NM0035'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0334 ***********************************************************************
 NM0334  DESIGNATION -  E 155
 NM0334  PID         -  NM0334
 NM0334  STATE/COUNTY-  IA/MONONA
 NM0334  USGS QUAD   -  ONAWA (1969)
 NM0334
 NM0334                         *CURRENT SURVEY CONTROL
 NM0334  ___________________________________________________________________
 NM0334* NAD 83(1986)-  42 07 15.     (N)    096 00 20.     (W)     SCALED    
 NM0334* NAVD 88     -       321.171  (meters)    1053.71   (feet)  ADJUSTED  
 NM0334  ___________________________________________________________________
 NM0334  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 NM0334  DYNAMIC HT  -         321.053 (meters)    1053.32  (feet)  COMP
 NM0334  MODELED GRAV-     980,247.5   (mgal)                       NAVD 88
 NM0334
 NM0334  VERT ORDER  -  SECOND    CLASS 0
 NM0334
 NM0334.The horizontal coordinates were scaled from a topographic map and have
 NM0334.an estimated accuracy of +/- 6 seconds.
 NM0334
 NM0334.The orthometric height was determined by differential leveling
 NM0334.and adjusted by the National Geodetic Survey in June 1991..
 NM0334
 NM0334.The geoid height was determined by GEOID03.
 NM0334
 NM0334.The dynamic height is computed by dividing the NAVD 88
 NM0334.geopotential number by the normal gravity value computed on the
 NM0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0334.degrees latitude (g = 980.6199 gals.).
 NM0334
 NM0334.The modeled gravity was interpolated from observed gravity values.
 NM0334
 NM0334;                    North         East    Units  Estimated Accuracy
 NM0334;SPC IA N     - 1,072,030.    1,292,840.      MT  (+/- 180 meters Scaled)
 NM0334
 NM0334                          SUPERSEDED SURVEY CONTROL
 NM0334
 NM0334  NGVD 29 (??/??/92)  321.024  (m)         1053.23   (f) ADJ UNCH    2 0
 NM0334
 NM0334.Superseded values are not recommended for survey control.
 NM0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0334.See file dsdata.txt to determine how the superseded data were derived.
 NM0334
 NM0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM475675(NAD 83)
 NM0334_MARKER: DB = BENCH MARK DISK
 NM0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0334_STAMPING: E 155 1949
 NM0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0334+STABILITY: SURFACE MOTION
 NM0334
 NM0334  HISTORY     - Date     Condition        Report By
 NM0334  HISTORY     - 1949     MONUMENTED       CGS
 NM0334
 NM0334                          STATION DESCRIPTION
 NM0334
 NM0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0334'6.7 MI SW FROM RODNEY.
 NM0334'4.4 MILES SOUTHWEST ALONG COUNTY ROAD A FROM THE ELEMENTARY
 NM0334'SCHOOL AT RODNEY, THENCE 2.3 MILES SOUTH ALONG COUNTY ROAD A,
 NM0334'AT THE FARM HOME OF MARTAIN GILBERGSON, 82 FEET WEST OF THE
 NM0334'CENTER LINE OF COUNTY ROAD A, 52.0 FEET SOUTH OF THE SOUTHWEST
 NM0334'CORNER OF THE HOUSE, 19 FEET NORTH OF THE CENTER LINE OF A
 NM0334'T ROAD LEADING WEST, 1.0 FOOT SOUTH OF A FENCE, 2.0 FEET EAST
 NM0334'OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 NM0334'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0905 ***********************************************************************
 LF0905  DESIGNATION -  E 157
 LF0905  PID         -  LF0905
 LF0905  STATE/COUNTY-  IA/FREMONT
 LF0905  USGS QUAD   -  RANDOLPH (1957)
 LF0905
 LF0905                         *CURRENT SURVEY CONTROL
 LF0905  ___________________________________________________________________
 LF0905* NAD 83(1986)-  40 45 01.     (N)    095 36 33.     (W)     SCALED    
 LF0905* NAVD 88     -       285.266  (meters)     935.91   (feet)  ADJUSTED  
 LF0905  ___________________________________________________________________
 LF0905  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LF0905  DYNAMIC HT  -         285.114 (meters)     935.41  (feet)  COMP
 LF0905  MODELED GRAV-     980,084.1   (mgal)                       NAVD 88
 LF0905
 LF0905  VERT ORDER  -  SECOND    CLASS 0
 LF0905
 LF0905.The horizontal coordinates were scaled from a topographic map and have
 LF0905.an estimated accuracy of +/- 6 seconds.
 LF0905
 LF0905.The orthometric height was determined by differential leveling
 LF0905.and adjusted by the National Geodetic Survey in June 1991..
 LF0905
 LF0905.The geoid height was determined by GEOID03.
 LF0905
 LF0905.The dynamic height is computed by dividing the NAVD 88
 LF0905.geopotential number by the normal gravity value computed on the
 LF0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0905.degrees latitude (g = 980.6199 gals.).
 LF0905
 LF0905.The modeled gravity was interpolated from observed gravity values.
 LF0905
 LF0905;                    North         East    Units  Estimated Accuracy
 LF0905;SPC IA S     -    85,480.      321,900.      MT  (+/- 180 meters Scaled)
 LF0905
 LF0905                          SUPERSEDED SURVEY CONTROL
 LF0905
 LF0905  NGVD 29 (??/??/92)  285.16   (m)          935.6    (f) COMPUTED    2 0
 LF0905
 LF0905.Superseded values are not recommended for survey control.
 LF0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0905.See file dsdata.txt to determine how the superseded data were derived.
 LF0905
 LF0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF797143(NAD 83)
 LF0905_MARKER: DB = BENCH MARK DISK
 LF0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0905_STAMPING: E 157 1949
 LF0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0905+STABILITY: SURFACE MOTION
 LF0905
 LF0905  HISTORY     - Date     Condition        Report By
 LF0905  HISTORY     - 1949     MONUMENTED       CGS
 LF0905
 LF0905                          STATION DESCRIPTION
 LF0905
 LF0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0905'2.2 MI E FROM SIDNEY.
 LF0905'2.25 MILES EAST ALONG STATE HIGHWAY 2 FROM THE COURTHOUSE AT
 LF0905'SIDNEY, AT THE FOOT OF A LONG HILL, 140 FEET WEST OF A T FENCE
 LF0905'CORNER, 54 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.8 FEET
 LF0905'WEST OF A TELEPHONE POLE, 1.7 FEET EAST OF A WITNESS POST, SET
 LF0905'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0906 ***********************************************************************
 LF0906  DESIGNATION -  E 157 RESET
 LF0906  PID         -  LF0906
 LF0906  STATE/COUNTY-  IA/FREMONT
 LF0906  USGS QUAD   -  RANDOLPH (1957)
 LF0906
 LF0906                         *CURRENT SURVEY CONTROL
 LF0906  ___________________________________________________________________
 LF0906* NAD 83(1986)-  40 45 01.     (N)    095 36 34.     (W)     SCALED    
 LF0906* NAVD 88     -       284.94   (meters)     934.8    (feet)  RESET     
 LF0906  ___________________________________________________________________
 LF0906  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LF0906
 LF0906  VERT ORDER  -  THIRD
 LF0906
 LF0906.The horizontal coordinates were scaled from a topographic map and have
 LF0906.an estimated accuracy of +/- 6 seconds.
 LF0906
 LF0906.The orthometric height was computed from unverified reset data.
 LF0906.No vertical observational check was made to the station.
 LF0906
 LF0906.The geoid height was determined by GEOID03.
 LF0906
 LF0906;                    North         East    Units  Estimated Accuracy
 LF0906;SPC IA S     -    85,480.      321,880.      MT  (+/- 180 meters Scaled)
 LF0906
 LF0906                          SUPERSEDED SURVEY CONTROL
 LF0906
 LF0906  NGVD 29 (??/??/??)  284.83   (m)          934.5    (f) RESET       3  
 LF0906
 LF0906.Superseded values are not recommended for survey control.
 LF0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0906.See file dsdata.txt to determine how the superseded data were derived.
 LF0906
 LF0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF797143(NAD 83)
 LF0906_MARKER: DD = SURVEY DISK
 LF0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0906_STAMPING: E 157 1949 RESET 1954
 LF0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0906+STABILITY: SURFACE MOTION
 LF0906
 LF0906  HISTORY     - Date     Condition        Report By
 LF0906  HISTORY     - 1954     MONUMENTED       IAGS
 LF0906
 LF0906                          STATION DESCRIPTION
 LF0906
 LF0906'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1954
 LF0906'2.2 MI E FROM SIDNEY.
 LF0906'2.2 MILES EAST ALONG STATE HIGHWAY 2 FROM THE COURTHOUSE AT
 LF0906'SIDNEY, FREMONT COUNTY, AT THE FOOT OF A LONG HILL, 140 FEET
 LF0906'WEST OF A FENCE CORNER, 74 FEET SOUTH OF THE CENTERLINE OF THE
 LF0906'HIGHWAY, AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LF0906'STAMPED E 157 1949 RESET 1954 AND SET IN THE TOP OF A CONCRETE
 LF0906'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0124 ***********************************************************************
 MK0124  DESIGNATION -  E 158
 MK0124  PID         -  MK0124
 MK0124  STATE/COUNTY-  IA/MONONA
 MK0124  USGS QUAD   -  BLENCOE (1970)
 MK0124
 MK0124                         *CURRENT SURVEY CONTROL
 MK0124  ___________________________________________________________________
 MK0124* NAD 83(1986)-  41 57 02.     (N)    096 01 15.     (W)     SCALED    
 MK0124* NAVD 88     -       316.301  (meters)    1037.73   (feet)  ADJUSTED  
 MK0124  ___________________________________________________________________
 MK0124  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 MK0124  DYNAMIC HT  -         316.182 (meters)    1037.34  (feet)  COMP
 MK0124  MODELED GRAV-     980,238.0   (mgal)                       NAVD 88
 MK0124
 MK0124  VERT ORDER  -  SECOND    CLASS 0
 MK0124
 MK0124.The horizontal coordinates were scaled from a topographic map and have
 MK0124.an estimated accuracy of +/- 6 seconds.
 MK0124
 MK0124.The orthometric height was determined by differential leveling
 MK0124.and adjusted by the National Geodetic Survey in June 1991..
 MK0124
 MK0124.The geoid height was determined by GEOID03.
 MK0124
 MK0124.The dynamic height is computed by dividing the NAVD 88
 MK0124.geopotential number by the normal gravity value computed on the
 MK0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0124.degrees latitude (g = 980.6199 gals.).
 MK0124
 MK0124.The modeled gravity was interpolated from observed gravity values.
 MK0124
 MK0124;                    North         East    Units  Estimated Accuracy
 MK0124;SPC IA N     - 1,053,160.    1,291,010.      MT  (+/- 180 meters Scaled)
 MK0124
 MK0124                          SUPERSEDED SURVEY CONTROL
 MK0124
 MK0124  NGVD 29 (??/??/92)  316.154  (m)         1037.25   (f) ADJ UNCH    2 0
 MK0124
 MK0124.Superseded values are not recommended for survey control.
 MK0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0124.See file dsdata.txt to determine how the superseded data were derived.
 MK0124
 MK0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM469485(NAD 83)
 MK0124_MARKER: DB = BENCH MARK DISK
 MK0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0124_STAMPING: E 158 1949
 MK0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0124+STABILITY: SURFACE MOTION
 MK0124
 MK0124  HISTORY     - Date     Condition        Report By
 MK0124  HISTORY     - 1949     MONUMENTED       CGS
 MK0124
 MK0124                          STATION DESCRIPTION
 MK0124
 MK0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0124'4.8 MI NE FROM BLENCOE.
 MK0124'0.25 MILE EAST ALONG THE CATHOLIC CHURCH ALONG THE MAIN STREET OF
 MK0124'BLENCOE, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 MK0124'1.2 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES EAST
 MK0124'ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT
 MK0124'ROAD, AT A ROAD INTERSECTION, 98 FEET NORTH OF THE CENTER LINE
 MK0124'OF THE ROAD LEADING EAST, 60 FEET EAST OF THE CENTER LINE OF THE
 MK0124'ROAD LEADING NORTH, 1.7 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 MK0124'OF A WHITE CORN CRIB, 1.3 FEET EAST OF A REFERENCE POST, AND SET
 MK0124'IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MK0124'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0448 ***********************************************************************
 NL0448  DESIGNATION -  E 159
 NL0448  PID         -  NL0448
 NL0448  STATE/COUNTY-  IA/MONONA
 NL0448  USGS QUAD   -  CASTANA (1982)
 NL0448
 NL0448                         *CURRENT SURVEY CONTROL
 NL0448  ___________________________________________________________________
 NL0448* NAD 83(1986)-  42 00 29.     (N)    095 55 18.     (W)     SCALED    
 NL0448* NAVD 88     -       359.735  (meters)    1180.23   (feet)  ADJUSTED  
 NL0448  ___________________________________________________________________
 NL0448  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 NL0448  DYNAMIC HT  -         359.599 (meters)    1179.78  (feet)  COMP
 NL0448  MODELED GRAV-     980,233.9   (mgal)                       NAVD 88
 NL0448
 NL0448  VERT ORDER  -  SECOND    CLASS 0
 NL0448
 NL0448.The horizontal coordinates were scaled from a topographic map and have
 NL0448.an estimated accuracy of +/- 6 seconds.
 NL0448
 NL0448.The orthometric height was determined by differential leveling
 NL0448.and adjusted by the National Geodetic Survey in June 1991..
 NL0448
 NL0448.The geoid height was determined by GEOID03.
 NL0448
 NL0448.The dynamic height is computed by dividing the NAVD 88
 NL0448.geopotential number by the normal gravity value computed on the
 NL0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0448.degrees latitude (g = 980.6199 gals.).
 NL0448
 NL0448.The modeled gravity was interpolated from observed gravity values.
 NL0448
 NL0448;                    North         East    Units  Estimated Accuracy
 NL0448;SPC IA N     - 1,059,310.    1,299,410.      MT  (+/- 180 meters Scaled)
 NL0448
 NL0448                          SUPERSEDED SURVEY CONTROL
 NL0448
 NL0448  NGVD 29 (??/??/92)  359.588  (m)         1179.75   (f) ADJ UNCH    2 0
 NL0448
 NL0448.Superseded values are not recommended for survey control.
 NL0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0448.See file dsdata.txt to determine how the superseded data were derived.
 NL0448
 NL0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG580548(NAD 83)
 NL0448_MARKER: DB = BENCH MARK DISK
 NL0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0448_STAMPING: E 159 1949
 NL0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0448+STABILITY: SURFACE MOTION
 NL0448
 NL0448  HISTORY     - Date     Condition        Report By
 NL0448  HISTORY     - 1949     MONUMENTED       CGS
 NL0448  HISTORY     - 1981     GOOD             LOCSUR
 NL0448
 NL0448                          STATION DESCRIPTION
 NL0448
 NL0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0448'2.6 MI SE FROM TURIN.
 NL0448'2.55 MILES SOUTHEAST ALONG IOWA STATE HIGHWAY 37 FROM THE POST
 NL0448'OFFICE AT TURIN, AT THE WEST END OF A CUT AND OVERLOOKING A
 NL0448'RAVINE TO THE NORTH, 59 FEET NORTH OF THE CENTER LINE OF THE
 NL0448'HIGHWAY, 2.9 FEET SOUTH OF A FENCE LINE, 2.1 FEET SOUTH OF A
 NL0448'TELEPHONE POLE, 1.0 FOOT WEST OF A REFERENCE POST, AND SET IN
 NL0448'THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NL0448'THE GROUND.
 NL0448
 NL0448                          STATION RECOVERY (1981)
 NL0448
 NL0448'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NL0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0544 ***********************************************************************
 OP0544  DESIGNATION -  E 16
 OP0544  PID         -  OP0544
 OP0544  STATE/COUNTY-  IA/SIOUX
 OP0544  USGS QUAD   -  HOSPERS (1964)
 OP0544
 OP0544                         *CURRENT SURVEY CONTROL
 OP0544  ___________________________________________________________________
 OP0544* NAD 83(1986)-  43 03 18.     (N)    095 55 41.     (W)     SCALED    
 OP0544* NAVD 88     -       408.719  (meters)    1340.94   (feet)  ADJUSTED  
 OP0544  ___________________________________________________________________
 OP0544  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 OP0544  DYNAMIC HT  -         408.602 (meters)    1340.56  (feet)  COMP
 OP0544  MODELED GRAV-     980,321.4   (mgal)                       NAVD 88
 OP0544
 OP0544  VERT ORDER  -  SECOND    CLASS 0
 OP0544
 OP0544.The horizontal coordinates were scaled from a topographic map and have
 OP0544.an estimated accuracy of +/- 6 seconds.
 OP0544
 OP0544.The orthometric height was determined by differential leveling
 OP0544.and adjusted by the National Geodetic Survey in June 1991..
 OP0544
 OP0544.The geoid height was determined by GEOID03.
 OP0544
 OP0544.The dynamic height is computed by dividing the NAVD 88
 OP0544.geopotential number by the normal gravity value computed on the
 OP0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0544.degrees latitude (g = 980.6199 gals.).
 OP0544
 OP0544.The modeled gravity was interpolated from observed gravity values.
 OP0544
 OP0544;                    North         East    Units  Estimated Accuracy
 OP0544;SPC IA N     - 1,175,570.    1,302,220.      MT  (+/- 180 meters Scaled)
 OP0544
 OP0544                          SUPERSEDED SURVEY CONTROL
 OP0544
 OP0544  NGVD 29 (??/??/92)  408.529  (m)         1340.32   (f) ADJ UNCH    2 0
 OP0544
 OP0544.Superseded values are not recommended for survey control.
 OP0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0544.See file dsdata.txt to determine how the superseded data were derived.
 OP0544
 OP0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH615710(NAD 83)
 OP0544_MARKER: DB = BENCH MARK DISK
 OP0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0544_STAMPING: E 16 1934
 OP0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0544+STABILITY: SURFACE MOTION
 OP0544
 OP0544  HISTORY     - Date     Condition        Report By
 OP0544  HISTORY     - 1934     MONUMENTED       CGS
 OP0544
 OP0544                          STATION DESCRIPTION
 OP0544
 OP0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0544'1.5 MI SW FROM HOSPERS.
 OP0544'1.5 MILES SOUTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 OP0544'RAILWAY FROM THE STATION AT HOSPERS, SIOUX COUNTY, 110 YARDS SOUTHWEST
 OP0544'OF MILEPOST 221, 48 YARDS NORTHEAST OF A SECTION-LINE ROAD CROSSING,
 OP0544'45.6 FEET NORTHWEST OF THE NORTHWEST RAIL, AND 1.8 FEET SOUTHEAST OF
 OP0544'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 16 1934 AND SET IN
 OP0544'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0992 ***********************************************************************
 MJ0992  DESIGNATION -  E 160
 MJ0992  PID         -  MJ0992
 MJ0992  STATE/COUNTY-  IA/MONONA
 MJ0992  USGS QUAD   -  PISGAH (1971)
 MJ0992
 MJ0992                         *CURRENT SURVEY CONTROL
 MJ0992  ___________________________________________________________________
 MJ0992* NAD 83(1986)-  41 52 07.     (N)    095 55 22.     (W)     SCALED    
 MJ0992* NAVD 88     -       334.871  (meters)    1098.66   (feet)  ADJUSTED  
 MJ0992  ___________________________________________________________________
 MJ0992  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 MJ0992  DYNAMIC HT  -         334.738 (meters)    1098.22  (feet)  COMP
 MJ0992  MODELED GRAV-     980,217.5   (mgal)                       NAVD 88
 MJ0992
 MJ0992  VERT ORDER  -  SECOND    CLASS 0
 MJ0992
 MJ0992.The horizontal coordinates were scaled from a topographic map and have
 MJ0992.an estimated accuracy of +/- 6 seconds.
 MJ0992
 MJ0992.The orthometric height was determined by differential leveling
 MJ0992.and adjusted by the National Geodetic Survey in June 1991..
 MJ0992
 MJ0992.The geoid height was determined by GEOID03.
 MJ0992
 MJ0992.The dynamic height is computed by dividing the NAVD 88
 MJ0992.geopotential number by the normal gravity value computed on the
 MJ0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0992.degrees latitude (g = 980.6199 gals.).
 MJ0992
 MJ0992.The modeled gravity was interpolated from observed gravity values.
 MJ0992
 MJ0992;                    North         East    Units  Estimated Accuracy
 MJ0992;SPC IA N     - 1,043,830.    1,298,880.      MT  (+/- 180 meters Scaled)
 MJ0992
 MJ0992                          SUPERSEDED SURVEY CONTROL
 MJ0992
 MJ0992  NGVD 29 (??/??/92)  334.722  (m)         1098.17   (f) ADJ UNCH    2 0
 MJ0992
 MJ0992.Superseded values are not recommended for survey control.
 MJ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0992.See file dsdata.txt to determine how the superseded data were derived.
 MJ0992
 MJ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG574393(NAD 83)
 MJ0992_MARKER: DB = BENCH MARK DISK
 MJ0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0992_STAMPING: E 160 1949
 MJ0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0992+STABILITY: SURFACE MOTION
 MJ0992
 MJ0992  HISTORY     - Date     Condition        Report By
 MJ0992  HISTORY     - 1949     MONUMENTED       CGS
 MJ0992  HISTORY     - 1981     GOOD             LOCENG
 MJ0992
 MJ0992                          STATION DESCRIPTION
 MJ0992
 MJ0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0992'3.7 MI NW FROM PISGAH.
 MJ0992'2.5 MILES NORTH ALONG IOWA STATE HIGHWAY 183 FROM THE CHICAGO
 MJ0992'AND NORTH WESTERN RAILWAY STATION AT PISGAH, THENCE 0.7 MILE
 MJ0992'WEST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE NORTH ALONG A
 MJ0992'GRADED DIRT ROAD, AT THE JUNCTION OF A GRADED DIRT ROAD LEADING
 MJ0992'WEST, 75 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL WOODEN
 MJ0992'BRIDGE WITH A STEEL RAILING, 25 FEET EAST OF THE CENTER LINE
 MJ0992'OF THE ROAD, 9.0 FEET NORTHEAST OF A 30-INCH BOX ELDER TREE, 3.7
 MJ0992'FEET SOUTH OF THE SOUTH GATE POST, 1.4 FEET WEST OF A WIRE
 MJ0992'FENCE, 1.2 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 MJ0992'OF A 5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MJ0992
 MJ0992                          STATION RECOVERY (1981)
 MJ0992
 MJ0992'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MJ0992'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0454 ***********************************************************************
 NL0454  DESIGNATION -  E 161
 NL0454  PID         -  NL0454
 NL0454  STATE/COUNTY-  IA/MONONA
 NL0454  USGS QUAD   -  CASTANA (1982)
 NL0454
 NL0454                         *CURRENT SURVEY CONTROL
 NL0454  ___________________________________________________________________
 NL0454* NAD 83(1986)-  42 07 27.     (N)    095 57 19.     (W)     SCALED    
 NL0454* NAVD 88     -       372.672  (meters)    1222.67   (feet)  ADJUSTED  
 NL0454  ___________________________________________________________________
 NL0454  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 NL0454  DYNAMIC HT  -         372.533 (meters)    1222.22  (feet)  COMP
 NL0454  MODELED GRAV-     980,239.8   (mgal)                       NAVD 88
 NL0454
 NL0454  VERT ORDER  -  SECOND    CLASS 0
 NL0454
 NL0454.The horizontal coordinates were scaled from a topographic map and have
 NL0454.an estimated accuracy of +/- 6 seconds.
 NL0454
 NL0454.The orthometric height was determined by differential leveling
 NL0454.and adjusted by the National Geodetic Survey in June 1991..
 NL0454
 NL0454.The geoid height was determined by GEOID03.
 NL0454
 NL0454.The dynamic height is computed by dividing the NAVD 88
 NL0454.geopotential number by the normal gravity value computed on the
 NL0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0454.degrees latitude (g = 980.6199 gals.).
 NL0454
 NL0454.The modeled gravity was interpolated from observed gravity values.
 NL0454
 NL0454;                    North         East    Units  Estimated Accuracy
 NL0454;SPC IA N     - 1,072,280.    1,297,010.      MT  (+/- 180 meters Scaled)
 NL0454
 NL0454                          SUPERSEDED SURVEY CONTROL
 NL0454
 NL0454  NGVD 29 (??/??/92)  372.524  (m)         1222.19   (f) ADJ UNCH    2 0
 NL0454
 NL0454.Superseded values are not recommended for survey control.
 NL0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0454.See file dsdata.txt to determine how the superseded data were derived.
 NL0454
 NL0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG557677(NAD 83)
 NL0454_MARKER: DB = BENCH MARK DISK
 NL0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0454_STAMPING: E 161 1949
 NL0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0454+STABILITY: SURFACE MOTION
 NL0454
 NL0454  HISTORY     - Date     Condition        Report By
 NL0454  HISTORY     - 1949     MONUMENTED       CGS
 NL0454  HISTORY     - 1969     MARK NOT FOUND   NGS
 NL0454
 NL0454                          STATION DESCRIPTION
 NL0454
 NL0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0454'6.8 MI NW FROM CASTANA.
 NL0454'0.2 MILE SOUTH ALONG IOWA STATE HIGHWAY 175 FROM THE CHICAGO
 NL0454'AND NORTH WESTERN RAILWAY STATION AT CASTANA, THENCE 0.65 MILE
 NL0454'WEST ALONG A GRAVELED ROAD, THENCE 1.8 MILES NORTH ALONG A
 NL0454'WINDING GRADED DIRT ROAD, THENCE 4.2 MILES NORTHWEST ALONG A
 NL0454'WINDING GRADED DIRT ROAD, AT THE ENTRANCE TO A DRIVE LEADING
 NL0454'NORTH INTO A FIELD, 83 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NL0454'OF AN ABANDONED FARMHOUSE, AT THE SOUTHEAST EDGE OF A CLUSTER
 NL0454'OF BOX ELDER TREES, 23 FEET NORTH OF THE CENTER LINE OF THE
 NL0454'ROAD, 1.4 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP
 NL0454'OF A 5-FOOT CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 NL0454
 NL0454                          STATION RECOVERY (1969)
 NL0454
 NL0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NL0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0017 ***********************************************************************
 MJ0017  DESIGNATION -  E 162
 MJ0017  PID         -  MJ0017
 MJ0017  STATE/COUNTY-  IA/DALLAS
 MJ0017  USGS QUAD   -  REDFIELD (1982)
 MJ0017
 MJ0017                         *CURRENT SURVEY CONTROL
 MJ0017  ___________________________________________________________________
 MJ0017* NAD 83(1986)-  41 31 08.     (N)    094 14 28.     (W)     SCALED    
 MJ0017* NAVD 88     -       348.726  (meters)    1144.11   (feet)  ADJUSTED  
 MJ0017  ___________________________________________________________________
 MJ0017  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 MJ0017  DYNAMIC HT  -         348.577 (meters)    1143.62  (feet)  COMP
 MJ0017  MODELED GRAV-     980,186.1   (mgal)                       NAVD 88
 MJ0017
 MJ0017  VERT ORDER  -  FIRST     CLASS II
 MJ0017
 MJ0017.The horizontal coordinates were scaled from a topographic map and have
 MJ0017.an estimated accuracy of +/- 6 seconds.
 MJ0017
 MJ0017.The orthometric height was determined by differential leveling
 MJ0017.and adjusted by the National Geodetic Survey in June 1991..
 MJ0017
 MJ0017.The geoid height was determined by GEOID03.
 MJ0017
 MJ0017.The dynamic height is computed by dividing the NAVD 88
 MJ0017.geopotential number by the normal gravity value computed on the
 MJ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0017.degrees latitude (g = 980.6199 gals.).
 MJ0017
 MJ0017.The modeled gravity was interpolated from observed gravity values.
 MJ0017
 MJ0017;                    North         East    Units  Estimated Accuracy
 MJ0017;SPC IA S     -   168,940.      438,140.      MT  (+/- 180 meters Scaled)
 MJ0017
 MJ0017                          SUPERSEDED SURVEY CONTROL
 MJ0017
 MJ0017  NGVD 29 (??/??/92)  348.666  (m)         1143.91   (f) ADJ UNCH    1 2
 MJ0017
 MJ0017.Superseded values are not recommended for survey control.
 MJ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0017.See file dsdata.txt to determine how the superseded data were derived.
 MJ0017
 MJ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF964971(NAD 83)
 MJ0017_MARKER: DB = BENCH MARK DISK
 MJ0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0017_STAMPING: E 162 1950
 MJ0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0017+STABILITY: SURFACE MOTION
 MJ0017
 MJ0017  HISTORY     - Date     Condition        Report By
 MJ0017  HISTORY     - 1950     MONUMENTED       CGS
 MJ0017  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0017
 MJ0017                          STATION DESCRIPTION
 MJ0017
 MJ0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0017'0.7 MI W FROM DEXTER.
 MJ0017'0.1 MILE NORTH ALONG THE MAIN STREET FROM THE POST OFFICE AT
 MJ0017'DEXTER, THENCE 0.6 MILE WEST ALONG U.S. HIGHWAY 6, AT A ROAD
 MJ0017'JUNCTION, 81 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST,
 MJ0017'51 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3.1 FEET
 MJ0017'NORTHEAST OF A FENCE CORNER, 1.4 FEET EAST OF A FENCE, 1.8 FEET
 MJ0017'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0017'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MJ0017
 MJ0017                          STATION RECOVERY (1980)
 MJ0017
 MJ0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0017'THERE IS NEW ROAD CONCSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0179 ***********************************************************************
 MJ0179  DESIGNATION -  E 163 RESET
 MJ0179  PID         -  MJ0179
 MJ0179  STATE/COUNTY-  IA/ADAIR
 MJ0179  USGS QUAD   -  ADAIR SOUTH (1971)
 MJ0179
 MJ0179                         *CURRENT SURVEY CONTROL
 MJ0179  ___________________________________________________________________
 MJ0179* NAD 83(1986)-  41 28 59.     (N)    094 40 40.     (W)     SCALED    
 MJ0179* NAVD 88     -       400.95   (meters)    1315.5    (feet)  RESET     
 MJ0179  ___________________________________________________________________
 MJ0179  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 MJ0179
 MJ0179  VERT ORDER  -  THIRD
 MJ0179
 MJ0179.The horizontal coordinates were scaled from a topographic map and have
 MJ0179.an estimated accuracy of +/- 6 seconds.
 MJ0179
 MJ0179.The orthometric height was computed from unverified reset data.
 MJ0179
 MJ0179.The geoid height was determined by GEOID03.
 MJ0179
 MJ0179;                    North         East    Units  Estimated Accuracy
 MJ0179;SPC IA S     -   165,360.      401,640.      MT  (+/- 180 meters Scaled)
 MJ0179
 MJ0179                          SUPERSEDED SURVEY CONTROL
 MJ0179
 MJ0179.No superseded survey control is available for this station.
 MJ0179
 MJ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF599937(NAD 83)
 MJ0179_MARKER: DD = SURVEY DISK
 MJ0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0179_SP_SET: CULVERT
 MJ0179_STAMPING: E 163 RESET 1969
 MJ0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0179
 MJ0179  HISTORY     - Date     Condition        Report By
 MJ0179  HISTORY     - 1969     MONUMENTED       IAHD
 MJ0179  HISTORY     - 1972     GOOD             NGS
 MJ0179
 MJ0179                          STATION DESCRIPTION
 MJ0179
 MJ0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MJ0179'2.5 MI SW FROM ADAIR.
 MJ0179'2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE WATER TOWER AT
 MJ0179'ADAIR, 35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AT HIGHWAY
 MJ0179'STATION 928 + 53.2, SET IN THE TOP OF THE NORTH INLET HEADWALL OF
 MJ0179'A TRIPLE 10 X 10 FOOT CONCRETE BOX CULVERT AND ABOUT 13 INCHES
 MJ0179'ABOVE THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0107 ***********************************************************************
 NJ0107  DESIGNATION -  E 175
 NJ0107  PID         -  NJ0107
 NJ0107  STATE/COUNTY-  IA/JACKSON
 NJ0107  USGS QUAD   -  GREEN ISLAND (1975)
 NJ0107
 NJ0107                         *CURRENT SURVEY CONTROL
 NJ0107  ___________________________________________________________________
 NJ0107* NAD 83(1986)-  42 07 36.     (N)    090 15 34.     (W)     SCALED    
 NJ0107* NAVD 88     -       244.184  (meters)     801.13   (feet)  ADJUSTED  
 NJ0107  ___________________________________________________________________
 NJ0107  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 NJ0107  DYNAMIC HT  -         244.101 (meters)     800.85  (feet)  COMP
 NJ0107  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 NJ0107
 NJ0107  VERT ORDER  -  FIRST     CLASS I
 NJ0107
 NJ0107.The horizontal coordinates were scaled from a topographic map and have
 NJ0107.an estimated accuracy of +/- 6 seconds.
 NJ0107
 NJ0107.The orthometric height was determined by differential leveling
 NJ0107.and adjusted by the National Geodetic Survey in June 1991..
 NJ0107
 NJ0107.The geoid height was determined by GEOID03.
 NJ0107
 NJ0107.The dynamic height is computed by dividing the NAVD 88
 NJ0107.geopotential number by the normal gravity value computed on the
 NJ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0107.degrees latitude (g = 980.6199 gals.).
 NJ0107
 NJ0107.The modeled gravity was interpolated from observed gravity values.
 NJ0107
 NJ0107;                    North         East    Units  Estimated Accuracy
 NJ0107;SPC IA N     - 1,074,740.    1,767,880.      MT  (+/- 180 meters Scaled)
 NJ0107
 NJ0107                          SUPERSEDED SURVEY CONTROL
 NJ0107
 NJ0107  NGVD 29 (??/??/92)  244.214  (m)          801.23   (f) ADJ UNCH    1 1
 NJ0107
 NJ0107.Superseded values are not recommended for survey control.
 NJ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0107.See file dsdata.txt to determine how the superseded data were derived.
 NJ0107
 NJ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG265674(NAD 83)
 NJ0107_MARKER: DB = BENCH MARK DISK
 NJ0107_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0107_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0107_STAMPING: E 175 1970
 NJ0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0107
 NJ0107  HISTORY     - Date     Condition        Report By
 NJ0107  HISTORY     - 1970     MONUMENTED       NGS
 NJ0107  HISTORY     - 1988     GOOD             USPSQD
 NJ0107  HISTORY     - 19940617 GOOD             USPSQD
 NJ0107  HISTORY     - 20010331 GOOD             NGS
 NJ0107  HISTORY     - 20050515 GOOD             GEOCAC
 NJ0107
 NJ0107                          STATION DESCRIPTION
 NJ0107
 NJ0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0107'7.3 MI NW FROM SABULA.
 NJ0107'ABOUT 7.3 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0107'MUNICIPAL BUILDING AT SABULA, AT THE JUNCTION OF THE HIGHWAY AND
 NJ0107'A GRAVELED ROAD WHICH LEADS NORTH, 79 FEET NORTH OF THE CENTER
 NJ0107'LINE OF THE HIGHWAY, 22 FEET EAST OF THE CENTER LINE OF THE
 NJ0107'GRAVELED ROAD, 25.7 FEET NORTH OF A CORNER FENCE POST, 1.6 FEET
 NJ0107'WEST OF A FENCE, 2.2 FEET NORTH OF A METAL WITNESS POST, ABOUT
 NJ0107'LEVEL WITH THE HIGHWAY AND THE ROAD, AND BRAZED ON THE TOP OF A
 NJ0107'3-INCH IRON PIPE PROJECTING 2 INCHES.  SECTION 33, T85N, R6E.
 NJ0107
 NJ0107                          STATION RECOVERY (1988)
 NJ0107
 NJ0107'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0107'RECOVERED IN GOOD CONDITION.
 NJ0107
 NJ0107                          STATION RECOVERY (1994)
 NJ0107
 NJ0107'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0107'RECOVERED IN GOOD CONDITION.
 NJ0107
 NJ0107                          STATION RECOVERY (2001)
 NJ0107
 NJ0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0107'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0107
 NJ0107                          STATION RECOVERY (2005)
 NJ0107
 NJ0107'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0107'HANDHELD COORD N42 07 38.9 W090 15 42.5, SKY MARGINAL DUE TO TREES TO
 NJ0107'SOUTH.  NEAR RURAL ADDRESS 54478.  WITNESS POST GONE, STATION MARKED
 NJ0107'BY LATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0264 ***********************************************************************
 NJ0264  DESIGNATION -  E 176
 NJ0264  PID         -  NJ0264
 NJ0264  STATE/COUNTY-  IA/JACKSON
 NJ0264  USGS QUAD   -  LA MOTTE (1972)
 NJ0264
 NJ0264                         *CURRENT SURVEY CONTROL
 NJ0264  ___________________________________________________________________
 NJ0264* NAD 83(1986)-  42 20 49.     (N)    090 31 04.     (W)     SCALED    
 NJ0264* NAVD 88     -       222.345  (meters)     729.48   (feet)  ADJUSTED  
 NJ0264  ___________________________________________________________________
 NJ0264  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 NJ0264  DYNAMIC HT  -         222.271 (meters)     729.23  (feet)  COMP
 NJ0264  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 NJ0264
 NJ0264  VERT ORDER  -  FIRST     CLASS I
 NJ0264
 NJ0264.The horizontal coordinates were scaled from a topographic map and have
 NJ0264.an estimated accuracy of +/- 6 seconds.
 NJ0264
 NJ0264.The orthometric height was determined by differential leveling
 NJ0264.and adjusted by the National Geodetic Survey in June 1991..
 NJ0264
 NJ0264.The geoid height was determined by GEOID03.
 NJ0264
 NJ0264.The dynamic height is computed by dividing the NAVD 88
 NJ0264.geopotential number by the normal gravity value computed on the
 NJ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0264.degrees latitude (g = 980.6199 gals.).
 NJ0264
 NJ0264.The modeled gravity was interpolated from observed gravity values.
 NJ0264
 NJ0264;                    North         East    Units  Estimated Accuracy
 NJ0264;SPC IA N     - 1,098,410.    1,745,670.      MT  (+/- 180 meters Scaled)
 NJ0264
 NJ0264                          SUPERSEDED SURVEY CONTROL
 NJ0264
 NJ0264  NGVD 29 (??/??/92)  222.383  (m)          729.60   (f) ADJ UNCH    1 1
 NJ0264
 NJ0264.Superseded values are not recommended for survey control.
 NJ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0264.See file dsdata.txt to determine how the superseded data were derived.
 NJ0264
 NJ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG044912(NAD 83)
 NJ0264_MARKER: DB = BENCH MARK DISK
 NJ0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0264_SP_SET: CULVERT
 NJ0264_STAMPING: E 176 1970
 NJ0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0264
 NJ0264  HISTORY     - Date     Condition        Report By
 NJ0264  HISTORY     - 1970     MONUMENTED       NGS
 NJ0264  HISTORY     - 19940917 GOOD             USPSQD
 NJ0264  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0264
 NJ0264                          STATION DESCRIPTION
 NJ0264
 NJ0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0264'9 MI NW FROM BELLEVUE.
 NJ0264'ABOUT 9.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0264'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, 26
 NJ0264'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 NJ0264'THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A 3- X 5-FOOT
 NJ0264'CONCRETE BOX CULVERT WITH WING WALLS, AND ABOUT 1 1/2 FEET BELOW
 NJ0264'THE LEVEL OF THE HIGHWAY.  SECTION 17, T 87N, R 4E.
 NJ0264
 NJ0264                          STATION RECOVERY (1994)
 NJ0264
 NJ0264'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0264'RECOVERED IN GOOD CONDITION.
 NJ0264
 NJ0264                          STATION RECOVERY (2001)
 NJ0264
 NJ0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0264'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0346 ***********************************************************************
 NJ0346  DESIGNATION -  E 177
 NJ0346  PID         -  NJ0346
 NJ0346  STATE/COUNTY-  IA/DUBUQUE
 NJ0346  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0346
 NJ0346                         *CURRENT SURVEY CONTROL
 NJ0346  ___________________________________________________________________
 NJ0346* NAD 83(1986)-  42 31 39.     (N)    090 40 57.     (W)     SCALED    
 NJ0346* NAVD 88     -       194.177  (meters)     637.06   (feet)  ADJUSTED  
 NJ0346  ___________________________________________________________________
 NJ0346  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 NJ0346  DYNAMIC HT  -         194.119 (meters)     636.87  (feet)  COMP
 NJ0346  MODELED GRAV-     980,316.5   (mgal)                       NAVD 88
 NJ0346
 NJ0346  VERT ORDER  -  FIRST     CLASS I
 NJ0346
 NJ0346.The horizontal coordinates were scaled from a topographic map and have
 NJ0346.an estimated accuracy of +/- 6 seconds.
 NJ0346
 NJ0346.The orthometric height was determined by differential leveling
 NJ0346.and adjusted by the National Geodetic Survey in June 1991..
 NJ0346
 NJ0346.The geoid height was determined by GEOID03.
 NJ0346
 NJ0346.The dynamic height is computed by dividing the NAVD 88
 NJ0346.geopotential number by the normal gravity value computed on the
 NJ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0346.degrees latitude (g = 980.6199 gals.).
 NJ0346
 NJ0346.The modeled gravity was interpolated from observed gravity values.
 NJ0346
 NJ0346;                    North         East    Units  Estimated Accuracy
 NJ0346;SPC IA N     - 1,117,990.    1,731,440.      MT  (+/- 180 meters Scaled)
 NJ0346
 NJ0346                          SUPERSEDED SURVEY CONTROL
 NJ0346
 NJ0346  NGVD 29 (??/??/92)  194.220  (m)          637.20   (f) ADJ UNCH    1 1
 NJ0346
 NJ0346.Superseded values are not recommended for survey control.
 NJ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0346.See file dsdata.txt to determine how the superseded data were derived.
 NJ0346
 NJ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH903109(NAD 83)
 NJ0346_MARKER: DB = BENCH MARK DISK
 NJ0346_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0346_SP_SET: ROCK CLIFF
 NJ0346_STAMPING: E 177 1970
 NJ0346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0346+STABILITY: POSITION/ELEVATION WELL
 NJ0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0346+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2003
 NJ0346
 NJ0346  HISTORY     - Date     Condition        Report By
 NJ0346  HISTORY     - 1970     MONUMENTED       NGS
 NJ0346  HISTORY     - 20030727 GOOD             USPSQD
 NJ0346
 NJ0346                          STATION DESCRIPTION
 NJ0346
 NJ0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0346'2.5 MI NW FROM DUBUQUE.
 NJ0346'ABOUT 0.55 MILE NORTH ALONG LOCUST STREET FROM THE POST OFFICE AT
 NJ0346'DUBUQUE, THENCE 0.15 MILE EAST ALONG 15TH STREET, THENCE 1.8
 NJ0346'MILES NORTHWEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3, OR
 NJ0346'ABOUT 3.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY
 NJ0346'3 FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE,
 NJ0346'134 YARDS NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 NJ0346'HIGHWAY AND 32ND STREET, 67 FEET SOUTHWEST OF THE CENTER LINE
 NJ0346'OF THE HIGHWAY, 26 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF
 NJ0346'MILWAUKEE STREET, SET VERTICALLY IN THE EAST FACE OF A 50-FOOT
 NJ0346'HIGH ROCK CLIFF, 9.2 FEET NORTHWEST OF THE WEST CORNER OF A
 NJ0346'SERVICE STATION, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 NJ0346'SECTION 14, T89N, R2E
 NJ0346
 NJ0346                          STATION RECOVERY (2003)
 NJ0346
 NJ0346'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0346'RECOVERED IN GOOD CONDITION.  NOTE-- THE SERVICE STATION REFERENCED IN
 NJ0346'THE 1970 DESCRIPTION IS NOW A USED CAR LOT NAMED DIAMOND AUTO SALES.
 NJ0346'TREES, BLUFF AND BUILDING OBSTRUCT SATELLITE OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0372 ***********************************************************************
 NJ0372  DESIGNATION -  E 178
 NJ0372  PID         -  NJ0372
 NJ0372  STATE/COUNTY-  IA/DUBUQUE
 NJ0372  USGS QUAD   -  HOLY CROSS (1957)
 NJ0372
 NJ0372                         *CURRENT SURVEY CONTROL
 NJ0372  ___________________________________________________________________
 NJ0372* NAD 83(1986)-  42 35 36.     (N)    090 58 03.     (W)     SCALED    
 NJ0372* NAVD 88     -       360.974  (meters)    1184.30   (feet)  ADJUSTED  
 NJ0372  ___________________________________________________________________
 NJ0372  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 NJ0372  DYNAMIC HT  -         360.858 (meters)    1183.91  (feet)  COMP
 NJ0372  MODELED GRAV-     980,290.5   (mgal)                       NAVD 88
 NJ0372
 NJ0372  VERT ORDER  -  FIRST     CLASS I
 NJ0372
 NJ0372.The horizontal coordinates were scaled from a topographic map and have
 NJ0372.an estimated accuracy of +/- 6 seconds.
 NJ0372
 NJ0372.The orthometric height was determined by differential leveling
 NJ0372.and adjusted by the National Geodetic Survey in June 1991..
 NJ0372
 NJ0372.The geoid height was determined by GEOID03.
 NJ0372
 NJ0372.The dynamic height is computed by dividing the NAVD 88
 NJ0372.geopotential number by the normal gravity value computed on the
 NJ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0372.degrees latitude (g = 980.6199 gals.).
 NJ0372
 NJ0372.The modeled gravity was interpolated from observed gravity values.
 NJ0372
 NJ0372;                    North         East    Units  Estimated Accuracy
 NJ0372;SPC IA N     - 1,124,560.    1,707,820.      MT  (+/- 180 meters Scaled)
 NJ0372
 NJ0372                          SUPERSEDED SURVEY CONTROL
 NJ0372
 NJ0372  NGVD 29 (??/??/92)  361.009  (m)         1184.41   (f) ADJ UNCH    1 1
 NJ0372
 NJ0372.Superseded values are not recommended for survey control.
 NJ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0372.See file dsdata.txt to determine how the superseded data were derived.
 NJ0372
 NJ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH667176(NAD 83)
 NJ0372_MARKER: DB = BENCH MARK DISK
 NJ0372_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NJ0372_SP_SET: 18 FT
 NJ0372_STAMPING: E 178 1970
 NJ0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0372
 NJ0372  HISTORY     - Date     Condition        Report By
 NJ0372  HISTORY     - 1970     MONUMENTED       NGS
 NJ0372  HISTORY     - 20010331 GOOD             NGS
 NJ0372
 NJ0372                          STATION DESCRIPTION
 NJ0372
 NJ0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0372'6.1 MI E FROM LUXEMBURG.
 NJ0372'ABOUT 6.1 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0372'FROM THE HOLY TRINITY CHURCH AT LUXEMBURG, IN THE NORTH SIDE OF
 NJ0372'A TRIANGLE WHICH IS FORMED BY THE JUNCTION OF THE HIGHWAY AND A
 NJ0372'GRAVELED ROAD WHICH LEADS NORTH, 103 FEET NORTHEAST OF THE CENTER
 NJ0372'LINE OF THE HIGHWAY, 59 FEET WEST OF THE CENTER LINE OF THE
 NJ0372'GRAVELED ROAD, 17 1/2 FEET NORTHEAST OF A 14-INCH COTTONWOOD TREE,
 NJ0372'13.7 FEET SOUTH OF A FENCE, 12.7 FEET SOUTH OF A POWER POLE
 NJ0372'WHICH IS BRACED BY TWO GUY WIRES, 1.0 FOOT WEST OF A METAL WITNESS
 NJ0372'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, ABOUT 1 FOOT
 NJ0372'BELOW THE LEVEL OF THE GRAVELED ROAD, AND ON THE TOP OF A COPPER
 NJ0372'COATED ROD DRIVEN TO REFUSAL AT A DEPTH OF 18 FEET AND IS ENCASED
 NJ0372'IN A 4-INCH IRON PIPE PROJECTING 2 INCHES.  SECTION 21, T90N, R1W.
 NJ0372
 NJ0372                          STATION RECOVERY (2001)
 NJ0372
 NJ0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0372'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0448 ***********************************************************************
 NJ0448  DESIGNATION -  E 179
 NJ0448  PID         -  NJ0448
 NJ0448  STATE/COUNTY-  IA/CLAYTON
 NJ0448  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0448
 NJ0448                         *CURRENT SURVEY CONTROL
 NJ0448  ___________________________________________________________________
 NJ0448* NAD 83(1986)-  42 43 01.     (N)    091 02 47.     (W)     SCALED    
 NJ0448* NAVD 88     -       192.244  (meters)     630.72   (feet)  ADJUSTED  
 NJ0448  ___________________________________________________________________
 NJ0448  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 NJ0448  DYNAMIC HT  -         192.190 (meters)     630.54  (feet)  COMP
 NJ0448  MODELED GRAV-     980,338.7   (mgal)                       NAVD 88
 NJ0448
 NJ0448  VERT ORDER  -  FIRST     CLASS I
 NJ0448
 NJ0448.The horizontal coordinates were scaled from a topographic map and have
 NJ0448.an estimated accuracy of +/- 6 seconds.
 NJ0448
 NJ0448.The orthometric height was determined by differential leveling
 NJ0448.and adjusted by the National Geodetic Survey in June 1991..
 NJ0448
 NJ0448.The geoid height was determined by GEOID03.
 NJ0448
 NJ0448.The dynamic height is computed by dividing the NAVD 88
 NJ0448.geopotential number by the normal gravity value computed on the
 NJ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0448.degrees latitude (g = 980.6199 gals.).
 NJ0448
 NJ0448.The modeled gravity was interpolated from observed gravity values.
 NJ0448
 NJ0448;                    North         East    Units  Estimated Accuracy
 NJ0448;SPC IA N     - 1,138,090.    1,700,950.      MT  (+/- 180 meters Scaled)
 NJ0448
 NJ0448                          SUPERSEDED SURVEY CONTROL
 NJ0448
 NJ0448  NGVD 29 (??/??/92)  192.291  (m)          630.87   (f) ADJ UNCH    1 1
 NJ0448
 NJ0448.Superseded values are not recommended for survey control.
 NJ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0448.See file dsdata.txt to determine how the superseded data were derived.
 NJ0448
 NJ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH599312(NAD 83)
 NJ0448_MARKER: DB = BENCH MARK DISK
 NJ0448_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0448_SP_SET: ROCK OUTCROP
 NJ0448_STAMPING: E 179 1970
 NJ0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0448+STABILITY: POSITION/ELEVATION WELL
 NJ0448
 NJ0448  HISTORY     - Date     Condition        Report By
 NJ0448  HISTORY     - 1970     MONUMENTED       NGS
 NJ0448
 NJ0448                          STATION DESCRIPTION
 NJ0448
 NJ0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0448'7 MI S FROM GUTTENBERG.
 NJ0448'ABOUT 6.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0448'AND PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, THENCE
 NJ0448'0.8 MILE WEST ALONG A DIRT ROAD, 0.4 MILE EAST OF A PRIVATE
 NJ0448'DRIVEWAY WHICH LEADS TO A GROUP OF FARM BUILDINGS, 17 FEET
 NJ0448'NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 NJ0448'5- X 8-FOOT ROCK OUTCROP WHICH PROJECTS 3.5 FEET ABOVE THE
 NJ0448'GROUND ON THE SOUTH SIDE AND WHICH IS LEVEL WITH THE GROUND ON
 NJ0448'THE NORTH SIDE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 NJ0448'SECTION 11, T 91N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0491 ***********************************************************************
 OP0491  DESIGNATION -  E 18
 OP0491  PID         -  OP0491
 OP0491  STATE/COUNTY-  IA/CLAY
 OP0491  USGS QUAD   -  SPENCER (1982)
 OP0491
 OP0491                         *CURRENT SURVEY CONTROL
 OP0491  ___________________________________________________________________
 OP0491* NAD 83(1986)-  43 08 51.     (N)    095 11 29.     (W)     SCALED    
 OP0491* NAVD 88     -       405.784  (meters)    1331.31   (feet)  ADJUSTED  
 OP0491  ___________________________________________________________________
 OP0491  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 OP0491  DYNAMIC HT  -         405.652 (meters)    1330.88  (feet)  COMP
 OP0491  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 OP0491
 OP0491  VERT ORDER  -  SECOND    CLASS 0
 OP0491
 OP0491.The horizontal coordinates were scaled from a topographic map and have
 OP0491.an estimated accuracy of +/- 6 seconds.
 OP0491
 OP0491.The orthometric height was determined by differential leveling
 OP0491.and adjusted by the National Geodetic Survey in June 1991..
 OP0491
 OP0491.The geoid height was determined by GEOID03.
 OP0491
 OP0491.The dynamic height is computed by dividing the NAVD 88
 OP0491.geopotential number by the normal gravity value computed on the
 OP0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0491.degrees latitude (g = 980.6199 gals.).
 OP0491
 OP0491.The modeled gravity was interpolated from observed gravity values.
 OP0491
 OP0491;                    North         East    Units  Estimated Accuracy
 OP0491;SPC IA N     - 1,184,380.    1,362,430.      MT  (+/- 180 meters Scaled)
 OP0491
 OP0491                          SUPERSEDED SURVEY CONTROL
 OP0491
 OP0491  NGVD 29 (??/??/92)  405.635  (m)         1330.82   (f) ADJ UNCH    2 0
 OP0491
 OP0491.Superseded values are not recommended for survey control.
 OP0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0491.See file dsdata.txt to determine how the superseded data were derived.
 OP0491
 OP0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH218795(NAD 83)
 OP0491_MARKER: DB = BENCH MARK DISK
 OP0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0491_STAMPING: E 18 1934
 OP0491_MARK LOGO: CGS   
 OP0491_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0491+STABILITY: SURFACE MOTION
 OP0491
 OP0491  HISTORY     - Date     Condition        Report By
 OP0491  HISTORY     - 1934     MONUMENTED       CGS
 OP0491  HISTORY     - 19950419 GOOD             IAHD
 OP0491
 OP0491                          STATION DESCRIPTION
 OP0491
 OP0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0491'2.3 MI W FROM SPENCER.
 OP0491'2.3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0491'RAILROAD FROM THE STATION AT SPENCER, CLAY COUNTY, 64.5 FEET SOUTHWEST
 OP0491'OF A SECTION-ROAD CROSSING, 46.6 FEET SOUTH OF THE SOUTH RAIL, 16.0
 OP0491'FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 1.5 FEET NORTH OF A FENCE. A
 OP0491'STANDARD DISK, STAMPED E 18 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0491'PROJECTING 6 INCHES ABOVE GROUND.
 OP0491
 OP0491                          STATION RECOVERY (1995)
 OP0491
 OP0491'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1995 (DWG)
 OP0491'FROM THE NE CORNER OF SEC-10 T-96N R-37W GO SOUTH ALONG 32ND AVENUE
 OP0491'WEST, 0.6 MILE (1.0 KM) TO THE INTERSECTION WITH THE SOO LINE RAILROAD
 OP0491'COMPANY, IN THE SOUTHWEST QUAD OF THAT INTERSECTION, 46.8 FEET (14.3
 OP0491'M) SOUTH OF THE SOUTH RAIL, 39.7 FT (12.1 M) WEST OF THE CENTER OF
 OP0491'32ND AVENUE WEST, AND 1.0 FOOT (0.3 M) EAST OF THE WITNESS POST AND AT
 OP0491'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1382 ***********************************************************************
 MJ1382  CBN         -  This is a Cooperative Base Network Control Station.
 MJ1382  DESIGNATION -  E 180
 MJ1382  PID         -  MJ1382
 MJ1382  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1382  USGS QUAD   -  LOVELAND (1994)
 MJ1382
 MJ1382                         *CURRENT SURVEY CONTROL
 MJ1382  ___________________________________________________________________
 MJ1382* NAD 83(1996)-  41 24 05.44242(N)    095 53 38.81424(W)     ADJUSTED  
 MJ1382* NAVD 88     -       300.733  (meters)     986.65   (feet)  ADJUSTED  
 MJ1382  ___________________________________________________________________
 MJ1382  X           -    -492,033.034 (meters)                     COMP
 MJ1382  Y           -  -4,766,092.889 (meters)                     COMP
 MJ1382  Z           -   4,196,153.872 (meters)                     COMP
 MJ1382  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 MJ1382  ELLIP HEIGHT-         272.46  (meters)          (06/15/04) GPS OBS
 MJ1382  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 MJ1382  DYNAMIC HT  -         300.599 (meters)     986.22  (feet)  COMP
 MJ1382  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 MJ1382
 MJ1382  HORZ ORDER  -  B
 MJ1382  VERT ORDER  -  FIRST     CLASS II
 MJ1382  ELLP ORDER  -  FOURTH    CLASS I
 MJ1382
 MJ1382.The horizontal coordinates were established by GPS observations
 MJ1382.and adjusted by the National Geodetic Survey in August 1997..
 MJ1382
 MJ1382.The orthometric height was determined by differential leveling
 MJ1382.and adjusted by the National Geodetic Survey in June 1991..
 MJ1382
 MJ1382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1382
 MJ1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1382
 MJ1382.The ellipsoidal height was determined by GPS observations
 MJ1382.and is referenced to NAD 83.
 MJ1382
 MJ1382.The geoid height was determined by GEOID03.
 MJ1382
 MJ1382.The dynamic height is computed by dividing the NAVD 88
 MJ1382.geopotential number by the normal gravity value computed on the
 MJ1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1382.degrees latitude (g = 980.6199 gals.).
 MJ1382
 MJ1382.The modeled gravity was interpolated from observed gravity values.
 MJ1382
 MJ1382;                    North         East     Units Scale Factor Converg.
 MJ1382;SPC IA S     -   158,391.839   299,832.389   MT  0.99995448   -1 34 37.2
 MJ1382;UTM  15      - 4,587,372.914   258,070.461   MT  1.00032037   -1 54 53.6
 MJ1382
 MJ1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1382!SPC IA S     -   0.99995727  x   0.99995448  =   0.99991175
 MJ1382!UTM  15      -   0.99995727  x   1.00032037  =   1.00027762
 MJ1382
 MJ1382                          SUPERSEDED SURVEY CONTROL
 MJ1382
 MJ1382  ELLIP H (08/25/97)  272.49   (m)                       GP(       ) 4 1
 MJ1382  NAVD 88 (08/25/97)  300.73   (m)          986.6    (f) LEVELING    3  
 MJ1382
 MJ1382.Superseded values are not recommended for survey control.
 MJ1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1382.See file dsdata.txt to determine how the superseded data were derived.
 MJ1382
 MJ1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5807087373(NAD 83)
 MJ1382_MARKER: I = METAL ROD
 MJ1382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1382_SP_SET: STAINLESS STEEL ROD
 MJ1382_STAMPING: E 180 1989
 MJ1382_MARK LOGO: NGS   
 MJ1382_PROJECTION: FLUSH
 MJ1382_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1382+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 MJ1382_ROD/PIPE-DEPTH: 24.4 meters
 MJ1382
 MJ1382  HISTORY     - Date     Condition        Report By
 MJ1382  HISTORY     - 1989     MONUMENTED       NGS
 MJ1382  HISTORY     - 19960919 GOOD             IADT
 MJ1382  HISTORY     - 19990112 GOOD             MERRIC
 MJ1382
 MJ1382                          STATION DESCRIPTION
 MJ1382
 MJ1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1382'8.3 KM (5.15 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM ITS
 MJ1382'JUNCTION WITH INTERSTATE HIGHWAY 680 IN LOVELAND, THENCE 2.4 KM
 MJ1382'(1.50 MI) SOUTHERLY ALONG COUNTY ROAD L 19, 10.6 M (34.8 FT) EAST OF
 MJ1382'THE CENTER OF THE ROAD, 6.7 M (22.0 FT) SOUTH OF THE CENTER OF A
 MJ1382'DRIVEWAY, 0.7 M (2.3 FT) SOUTH OF A UTILITY POLE, 0.5 M (1.6 FT) WEST
 MJ1382'OF A WITNESS POST AND FENCE, AND LEVEL WITH THE ROAD.  NOTE--ACCESS TO
 MJ1382'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MJ1382
 MJ1382                          STATION RECOVERY (1996)
 MJ1382
 MJ1382'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 MJ1382'RECOVERED AS DESCRIBED.  A PINK STATE HARN SURVEY SIGN WAS SET ON THE
 MJ1382'UTILITY POLE.
 MJ1382
 MJ1382                          STATION RECOVERY (1999)
 MJ1382
 MJ1382'RECOVERY NOTE BY MERRICK AND COMPANY 1999 (KTK)
 MJ1382'RECOVERSD AS DESCRIBED
 MJ1382'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK2150 ***********************************************************************
 MK2150  DESIGNATION -  E 181
 MK2150  PID         -  MK2150
 MK2150  STATE/COUNTY-  IA/MONONA
 MK2150  USGS QUAD   -  BLENCOE (1970)
 MK2150
 MK2150                         *CURRENT SURVEY CONTROL
 MK2150  ___________________________________________________________________
 MK2150* NAD 83(1986)-  41 52 45.     (N)    096 05 25.     (W)     SCALED    
 MK2150* NAVD 88     -       315.727  (meters)    1035.85   (feet)  ADJUSTED  
 MK2150  ___________________________________________________________________
 MK2150  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 MK2150  DYNAMIC HT  -         315.606 (meters)    1035.45  (feet)  COMP
 MK2150  MODELED GRAV-     980,231.0   (mgal)                       NAVD 88
 MK2150
 MK2150  VERT ORDER  -  FIRST     CLASS II
 MK2150
 MK2150.The horizontal coordinates were scaled from a topographic map and have
 MK2150.an estimated accuracy of +/- 6 seconds.
 MK2150
 MK2150.The orthometric height was determined by differential leveling
 MK2150.and adjusted by the National Geodetic Survey in June 1991..
 MK2150
 MK2150.The geoid height was determined by GEOID03.
 MK2150
 MK2150.The dynamic height is computed by dividing the NAVD 88
 MK2150.geopotential number by the normal gravity value computed on the
 MK2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2150.degrees latitude (g = 980.6199 gals.).
 MK2150
 MK2150.The modeled gravity was interpolated from observed gravity values.
 MK2150
 MK2150;                    North         East    Units  Estimated Accuracy
 MK2150;SPC IA N     - 1,045,410.    1,285,010.      MT  (+/- 180 meters Scaled)
 MK2150
 MK2150                          SUPERSEDED SURVEY CONTROL
 MK2150
 MK2150.No superseded survey control is available for this station.
 MK2150
 MK2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM414404(NAD 83)
 MK2150_MARKER: I = METAL ROD
 MK2150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2150_SP_SET: STAINLESS STEEL ROD
 MK2150_STAMPING: E 181 1989
 MK2150_MARK LOGO: NGS   
 MK2150_PROJECTION: FLUSH
 MK2150_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2150+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1997
 MK2150_ROD/PIPE-DEPTH: 20.1 meters
 MK2150
 MK2150  HISTORY     - Date     Condition        Report By
 MK2150  HISTORY     - 1989     MONUMENTED       NGS
 MK2150  HISTORY     - 19971118 GOOD             NGS
 MK2150
 MK2150                          STATION DESCRIPTION
 MK2150
 MK2150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2150'5.7 KM (3.55 MI) SOUTHERLY ALONG COUNTY ROAD K 45 FROM ITS JUNCTION
 MK2150'WITH MAIN STREET IN BIENCOE, 20.3 M (66.6 FT) SOUTH-SOUTHEAST OF THE
 MK2150'SOUTHEAST CORNER OF A CONCRETE STORM CELLAR, 10.7 M (35.1 FT) WEST OF
 MK2150'THE CENTERLINE OF THE ROAD, 5.4 M (17.7 FT) NORTH OF THE CENTER OF A
 MK2150'FIELD ENTRANCE, 0.5 M (1.6 FT) SOUTH OF A CONCRETE POST THAT PROJECTS
 MK2150'0.2 M (0.7 FT) ABOVE THE GROUND SURFACE, 0.5 M (1.6 FT) BELOW THE
 MK2150'LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 MK2150'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MK2150
 MK2150                          STATION RECOVERY (1997)
 MK2150
 MK2150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 MK2150'0.2 KM (0.10 MI) SOUTHERLY ALONG 2ND STREET FROM THE POST OFFICE IN
 MK2150'LITTLE SIOUX, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG STATE HIGHWAY
 MK2150'301, THENCE 9.4 KM (5.85 MI) NORTHERLY ALONG COUNTY ROAD K 45, 11.1 M
 MK2150'(36.4 FT) WEST OF THE ROAD CENTERLINE, 5.4 M (17.7 FT) NORTH OF THE
 MK2150'CENTER OF A FIELD ENTRANCE, 0.4 M (1.3 FT) SOUTH OF A METAL GUARD POST
 MK2150'AND A RIGHT-OF-WAY POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD,
 MK2150'AND 0.2 M (0.7 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 MK2150'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1433 ***********************************************************************
 LF1433  DESIGNATION -  E 182
 LF1433  PID         -  LF1433
 LF1433  STATE/COUNTY-  IA/FREMONT
 LF1433  USGS QUAD   -  MC PAUL (1984)
 LF1433
 LF1433                         *CURRENT SURVEY CONTROL
 LF1433  ___________________________________________________________________
 LF1433* NAD 83(1986)-  40 47 43.     (N)    095 48 14.     (W)     SCALED    
 LF1433* NAVD 88     -       284.103  (meters)     932.09   (feet)  ADJUSTED  
 LF1433  ___________________________________________________________________
 LF1433  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 LF1433  DYNAMIC HT  -         283.960 (meters)     931.63  (feet)  COMP
 LF1433  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 LF1433
 LF1433  VERT ORDER  -  FIRST     CLASS II
 LF1433
 LF1433.The horizontal coordinates were scaled from a topographic map and have
 LF1433.an estimated accuracy of +/- 6 seconds.
 LF1433
 LF1433.The orthometric height was determined by differential leveling
 LF1433.and adjusted by the National Geodetic Survey in June 1991..
 LF1433
 LF1433.The geoid height was determined by GEOID03.
 LF1433
 LF1433.The dynamic height is computed by dividing the NAVD 88
 LF1433.geopotential number by the normal gravity value computed on the
 LF1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1433.degrees latitude (g = 980.6199 gals.).
 LF1433
 LF1433.The modeled gravity was interpolated from observed gravity values.
 LF1433
 LF1433;                    North         East    Units  Estimated Accuracy
 LF1433;SPC IA S     -    90,890.      305,590.      MT  (+/- 180 meters Scaled)
 LF1433
 LF1433                          SUPERSEDED SURVEY CONTROL
 LF1433
 LF1433.No superseded survey control is available for this station.
 LF1433
 LF1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF634198(NAD 83)
 LF1433_MARKER: I = METAL ROD
 LF1433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1433_SP_SET: STAINLESS STEEL ROD
 LF1433_STAMPING: E 182 1989
 LF1433_MARK LOGO: NGS   
 LF1433_PROJECTION: FLUSH
 LF1433_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1433+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1433_ROD/PIPE-DEPTH: 37.8 meters
 LF1433
 LF1433  HISTORY     - Date     Condition        Report By
 LF1433  HISTORY     - 1989     MONUMENTED       NGS
 LF1433
 LF1433                          STATION DESCRIPTION
 LF1433
 LF1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1433'0.3 KM (0.20 MI) EASTERLY ALONG STATE HIGHWAY 145 FROM THE JUNCTION OF
 LF1433'INTERSTATE HIGHWAY 29, THENCE 3.0 KM (1.85 MI) SOUTHERLY ALONG A
 LF1433'GRAVELED ROAD, 11.2 M (36.7 FT) WEST OF THE CENTER OF THE ROAD, 0.3 M
 LF1433'(1.0 FT) EAST OF A WITNESS POST, AND LEVEL WITH THE ROAD. NOTE--ACCESS
 LF1433'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1351 ***********************************************************************
 MJ1351  DESIGNATION -  E 183
 MJ1351  PID         -  MJ1351
 MJ1351  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1351  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1351
 MJ1351                         *CURRENT SURVEY CONTROL
 MJ1351  ___________________________________________________________________
 MJ1351* NAD 83(1986)-  41 14 58.     (N)    095 53 01.     (W)     SCALED    
 MJ1351* NAVD 88     -       299.487  (meters)     982.57   (feet)  ADJUSTED  
 MJ1351  ___________________________________________________________________
 MJ1351  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 MJ1351  DYNAMIC HT  -         299.364 (meters)     982.16  (feet)  COMP
 MJ1351  MODELED GRAV-     980,204.7   (mgal)                       NAVD 88
 MJ1351
 MJ1351  VERT ORDER  -  FIRST     CLASS II
 MJ1351
 MJ1351.The horizontal coordinates were scaled from a topographic map and have
 MJ1351.an estimated accuracy of +/- 6 seconds.
 MJ1351
 MJ1351.The orthometric height was determined by differential leveling
 MJ1351.and adjusted by the National Geodetic Survey in June 1991..
 MJ1351
 MJ1351.The geoid height was determined by GEOID03.
 MJ1351
 MJ1351.The dynamic height is computed by dividing the NAVD 88
 MJ1351.geopotential number by the normal gravity value computed on the
 MJ1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1351.degrees latitude (g = 980.6199 gals.).
 MJ1351
 MJ1351.The modeled gravity was interpolated from observed gravity values.
 MJ1351
 MJ1351;                    North         East    Units  Estimated Accuracy
 MJ1351;SPC IA S     -   141,490.      300,250.      MT  (+/- 180 meters Scaled)
 MJ1351
 MJ1351                          SUPERSEDED SURVEY CONTROL
 MJ1351
 MJ1351.No superseded survey control is available for this station.
 MJ1351
 MJ1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF583704(NAD 83)
 MJ1351_MARKER: I = METAL ROD
 MJ1351_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1351_SP_SET: STAINLESS STEEL ROD
 MJ1351_STAMPING: E 183 1989
 MJ1351_MARK LOGO: NGS   
 MJ1351_PROJECTION: FLUSH
 MJ1351_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1351+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1351_ROD/PIPE-DEPTH: 39.0 meters
 MJ1351
 MJ1351  HISTORY     - Date     Condition        Report By
 MJ1351  HISTORY     - 1989     MONUMENTED       NGS
 MJ1351
 MJ1351                          STATION DESCRIPTION
 MJ1351
 MJ1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1351'1.5 KM (0.95 MI) EASTERLY ALONG 14TH AVENUE FROM ITS JUNCTION WITH
 MJ1351'35TH STREET IN COUNCIL BLUFFS, 19.1 M (62.7 FT) SOUTH OF THE CENTER
 MJ1351'OF THE AVENUE, 6.9 M (22.6 FT) NORTH OF THE NORTHEAST CORNER OF A
 MJ1351'REPAIR SHOP, 6.8 M (22.3 FT) SOUTH OF THE NEAR RAIL OF THE UNION
 MJ1351'PACIFIC RAILROAD, 0.7 M (2.3 FT) EAST OF A FENCE CORNER, 0.3 M (1.0
 MJ1351'FT) NORTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE
 MJ1351'LEVEL OF THE TRACK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MJ1351'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0145 ***********************************************************************
 OP0145  DESIGNATION -  E 19
 OP0145  PID         -  OP0145
 OP0145  STATE/COUNTY-  IA/PALO ALTO
 OP0145  USGS QUAD   -  GRAETTINGER EAST (1980)
 OP0145
 OP0145                         *CURRENT SURVEY CONTROL
 OP0145  ___________________________________________________________________
 OP0145* NAD 83(1986)-  43 08 48.     (N)    094 41 08.     (W)     SCALED    
 OP0145* NAVD 88     -       371.006  (meters)    1217.21   (feet)  ADJUSTED  
 OP0145  ___________________________________________________________________
 OP0145  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 OP0145  DYNAMIC HT  -         370.899 (meters)    1216.86  (feet)  COMP
 OP0145  MODELED GRAV-     980,322.2   (mgal)                       NAVD 88
 OP0145
 OP0145  VERT ORDER  -  SECOND    CLASS 0
 OP0145
 OP0145.The horizontal coordinates were scaled from a topographic map and have
 OP0145.an estimated accuracy of +/- 6 seconds.
 OP0145
 OP0145.The orthometric height was determined by differential leveling
 OP0145.and adjusted by the National Geodetic Survey in June 1991..
 OP0145
 OP0145.The geoid height was determined by GEOID03.
 OP0145
 OP0145.The dynamic height is computed by dividing the NAVD 88
 OP0145.geopotential number by the normal gravity value computed on the
 OP0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0145.degrees latitude (g = 980.6199 gals.).
 OP0145
 OP0145.The modeled gravity was interpolated from observed gravity values.
 OP0145
 OP0145;                    North         East    Units  Estimated Accuracy
 OP0145;SPC IA N     - 1,183,590.    1,403,560.      MT  (+/- 180 meters Scaled)
 OP0145
 OP0145                          SUPERSEDED SURVEY CONTROL
 OP0145
 OP0145  NGVD 29 (??/??/92)  370.916  (m)         1216.91   (f) ADJ UNCH    2 0
 OP0145
 OP0145.Superseded values are not recommended for survey control.
 OP0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0145.See file dsdata.txt to determine how the superseded data were derived.
 OP0145
 OP0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH629784(NAD 83)
 OP0145_MARKER: DB = BENCH MARK DISK
 OP0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0145_STAMPING: E 19 1934
 OP0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0145+STABILITY: SURFACE MOTION
 OP0145
 OP0145  HISTORY     - Date     Condition        Report By
 OP0145  HISTORY     - 1934     MONUMENTED       CGS
 OP0145  HISTORY     - 1935     GOOD             NGS
 OP0145
 OP0145                          STATION DESCRIPTION
 OP0145
 OP0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OP0145'2.8 MI N FROM EMMETSBURG.
 OP0145'2.8 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 OP0145'FROM THE STATION AT EMMETSBURG, PALO ALTO COUNTY, 270 FEET NORTH OF
 OP0145'MILEPOST 187, 60 FEET SOUTH OF THE CENTER OF A GATE, 55.5 FEET
 OP0145'SOUTHEAST OF THE SOUTHEAST END OF A TERRA COTTA CULVERT, 46.9 FEET
 OP0145'EAST OF THE EAST RAIL OF THE MAIN TRACK, AND 1.5 FEET WEST OF THE
 OP0145'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 19 1934 AND SET IN THE
 OP0145'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0530 ***********************************************************************
 NL0530  DESIGNATION -  E 2 RESET
 NL0530  PID         -  NL0530
 NL0530  STATE/COUNTY-  IA/HUMBOLDT
 NL0530  USGS QUAD   -  LIVERMORE (1972)
 NL0530
 NL0530                         *CURRENT SURVEY CONTROL
 NL0530  ___________________________________________________________________
 NL0530* NAD 83(1986)-  42 47 52.     (N)    094 11 55.     (W)     SCALED    
 NL0530* NAVD 88     -       348.25   (meters)    1142.6    (feet)  RESET     
 NL0530  ___________________________________________________________________
 NL0530  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 NL0530
 NL0530  VERT ORDER  -  THIRD
 NL0530
 NL0530.The horizontal coordinates were scaled from a topographic map and have
 NL0530.an estimated accuracy of +/- 6 seconds.
 NL0530
 NL0530.The orthometric height was computed from unverified reset data.
 NL0530
 NL0530.The geoid height was determined by GEOID03.
 NL0530
 NL0530;                    North         East    Units  Estimated Accuracy
 NL0530;SPC IA N     - 1,144,390.    1,442,850.      MT  (+/- 180 meters Scaled)
 NL0530
 NL0530                          SUPERSEDED SURVEY CONTROL
 NL0530
 NL0530  NGVD 29 (05/12/04)  348.19   (m)         1142.4    (f) RESET       3  
 NL0530
 NL0530.Superseded values are not recommended for survey control.
 NL0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0530.See file dsdata.txt to determine how the superseded data were derived.
 NL0530
 NL0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH019390(NAD 83)
 NL0530_MARKER: DB = BENCH MARK DISK
 NL0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0530_SP_SET: CONCRETE POST
 NL0530_STAMPING: E 2 RESET 1980
 NL0530_MARK LOGO: NGS   
 NL0530_PROJECTION: PROJECTING 6 CENTIMETERS
 NL0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0530+STABILITY: SURFACE MOTION
 NL0530
 NL0530  HISTORY     - Date     Condition        Report By
 NL0530  HISTORY     - 1980     MONUMENTED       NGS
 NL0530
 NL0530                          STATION DESCRIPTION
 NL0530
 NL0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NL0530'7.4 KM (4.60 MI) NORTH FROM DAKOTA CITY.
 NL0530'4.8 KM (3.00 MI) NORTH ALONG COUNTY ROAD P56 FROM THE JUNCTION WITH
 NL0530'STATE HIGHWAY 3 IN DAKOTA CITY TO A CURVE TO THE RIGHT AND A GRAVELED
 NL0530'ROAD STRAIGHT AHEAD, CONTINUE NORTH ALONG THE GRAVELED ROAD FOR 2.6
 NL0530'KM (1.60 MI) TO THE MARK ON THE RIGHT, 10.4 M (34.1 FT) EAST OF THE
 NL0530'CENTERLINE OF THE ROAD, 0.6 M (2.0 FT) NORTHEAST OF A POWERLINE POLE,
 NL0530'AND 0.3 M (1.0 FT) WEST OF A FENCE.
 NL0530'THE MARK IS 1.3 METERS  S FROM  A WITNESS POST
 NL0530'THE MARK IS 2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0168 ***********************************************************************
 OP0168  DESIGNATION -  E 21
 OP0168  PID         -  OP0168
 OP0168  STATE/COUNTY-  IA/EMMET
 OP0168  USGS QUAD   -  ESTHERVILLE (1972)
 OP0168
 OP0168                         *CURRENT SURVEY CONTROL
 OP0168  ___________________________________________________________________
 OP0168* NAD 83(1986)-  43 24 08.     (N)    094 49 49.     (W)     SCALED    
 OP0168* NAVD 88     -       395.777  (meters)    1298.48   (feet)  ADJUSTED  
 OP0168  ___________________________________________________________________
 OP0168  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 OP0168  DYNAMIC HT  -         395.667 (meters)    1298.12  (feet)  COMP
 OP0168  MODELED GRAV-     980,331.5   (mgal)                       NAVD 88
 OP0168
 OP0168  VERT ORDER  -  SECOND    CLASS 0
 OP0168
 OP0168.The horizontal coordinates were scaled from a topographic map and have
 OP0168.an estimated accuracy of +/- 6 seconds.
 OP0168
 OP0168.The orthometric height was determined by differential leveling
 OP0168.and adjusted by the National Geodetic Survey in June 1991..
 OP0168
 OP0168.The geoid height was determined by GEOID03.
 OP0168
 OP0168.The dynamic height is computed by dividing the NAVD 88
 OP0168.geopotential number by the normal gravity value computed on the
 OP0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0168.degrees latitude (g = 980.6199 gals.).
 OP0168
 OP0168.The modeled gravity was interpolated from observed gravity values.
 OP0168
 OP0168;                    North         East    Units  Estimated Accuracy
 OP0168;SPC IA N     - 1,212,150.    1,392,240.      MT  (+/- 180 meters Scaled)
 OP0168
 OP0168                          SUPERSEDED SURVEY CONTROL
 OP0168
 OP0168  NGVD 29 (??/??/92)  395.656  (m)         1298.08   (f) ADJ UNCH    2 0
 OP0168
 OP0168.Superseded values are not recommended for survey control.
 OP0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0168.See file dsdata.txt to determine how the superseded data were derived.
 OP0168
 OP0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ517071(NAD 83)
 OP0168_MARKER: DB = BENCH MARK DISK
 OP0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0168_STAMPING: E 21 1934
 OP0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0168+STABILITY: SURFACE MOTION
 OP0168
 OP0168  HISTORY     - Date     Condition        Report By
 OP0168  HISTORY     - 1934     MONUMENTED       CGS
 OP0168  HISTORY     - 1942     GOOD             NGS
 OP0168  HISTORY     - 1970     MARK NOT FOUND   USGS
 OP0168
 OP0168                          STATION DESCRIPTION
 OP0168
 OP0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OP0168'IN ESTHERVILLE.
 OP0168'AT ESTHERVILLE, EMMET COUNTY, 165 FEET NORTH OF THE MINNEAPOLIS AND
 OP0168'ST. LOUIS RAILROAD STATION, 51 FEET NORTH OF THE CENTERLINE OF A
 OP0168'STREET, 31.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDETRACK, 15.7
 OP0168'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, AND 14 FEET
 OP0168'NORTH OF THE NORTH EDGE OF A SIDEWALK.  A STANDARD DISK, STAMPED E 21
 OP0168'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 OP0168'GROUND.
 OP0168
 OP0168                          STATION RECOVERY (1970)
 OP0168
 OP0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OP0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0279 ***********************************************************************
 NL0279  DESIGNATION -  E 22
 NL0279  PID         -  NL0279
 NL0279  STATE/COUNTY-  IA/CLAY
 NL0279  USGS QUAD   -  WEBB (1971)
 NL0279
 NL0279                         *CURRENT SURVEY CONTROL
 NL0279  ___________________________________________________________________
 NL0279* NAD 83(1986)-  42 57 04.     (N)    095 00 41.     (W)     SCALED    
 NL0279* NAVD 88     -       417.488  (meters)    1369.71   (feet)  ADJUSTED  
 NL0279  ___________________________________________________________________
 NL0279  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 NL0279  DYNAMIC HT  -         417.353 (meters)    1369.27  (feet)  COMP
 NL0279  MODELED GRAV-     980,284.4   (mgal)                       NAVD 88
 NL0279
 NL0279  VERT ORDER  -  SECOND    CLASS 0
 NL0279
 NL0279.The horizontal coordinates were scaled from a topographic map and have
 NL0279.an estimated accuracy of +/- 6 seconds.
 NL0279
 NL0279.The orthometric height was determined by differential leveling
 NL0279.and adjusted by the National Geodetic Survey in June 1991..
 NL0279
 NL0279.The geoid height was determined by GEOID03.
 NL0279
 NL0279.The dynamic height is computed by dividing the NAVD 88
 NL0279.geopotential number by the normal gravity value computed on the
 NL0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0279.degrees latitude (g = 980.6199 gals.).
 NL0279
 NL0279.The modeled gravity was interpolated from observed gravity values.
 NL0279
 NL0279;                    North         East    Units  Estimated Accuracy
 NL0279;SPC IA N     - 1,162,290.    1,376,670.      MT  (+/- 180 meters Scaled)
 NL0279
 NL0279                          SUPERSEDED SURVEY CONTROL
 NL0279
 NL0279  NGVD 29 (??/??/92)  417.372  (m)         1369.33   (f) ADJ UNCH    2 0
 NL0279
 NL0279.Superseded values are not recommended for survey control.
 NL0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0279.See file dsdata.txt to determine how the superseded data were derived.
 NL0279
 NL0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH359573(NAD 83)
 NL0279_MARKER: DB = BENCH MARK DISK
 NL0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0279_STAMPING: E 22 1934
 NL0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0279+STABILITY: SURFACE MOTION
 NL0279
 NL0279  HISTORY     - Date     Condition        Report By
 NL0279  HISTORY     - 1934     MONUMENTED       CGS
 NL0279
 NL0279                          STATION DESCRIPTION
 NL0279
 NL0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0279'AT WEBB.
 NL0279'AT WEBB, CLAY COUNTY, 6 POLES NORTH OF THE CHICAGO, MILWAUKEE,
 NL0279'ST. PAUL AND PACIFIC RAILROAD STATION, 3 POLES NORTH OF MILEPOST
 NL0279'141, 125 YARDS SOUTHEAST OF WEBB CONSOLIDATED HIGH SCHOOL, 88
 NL0279'FEET NORTH OF A FENCE CORNER, AND 46 FEET WEST OF THE WEST RAIL.
 NL0279'A STANDARD DISK, STAMPED E 22 1934 AND SET IN THE TOP OF A
 NL0279'CONCRETE POST PROJECTING 7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0161 ***********************************************************************
 NL0161  DESIGNATION -  E 23
 NL0161  PID         -  NL0161
 NL0161  STATE/COUNTY-  IA/CALHOUN
 NL0161  USGS QUAD   -  ROCKWELL CITY (1980)
 NL0161
 NL0161                         *CURRENT SURVEY CONTROL
 NL0161  ___________________________________________________________________
 NL0161* NAD 83(1986)-  42 27 50.     (N)    094 42 21.     (W)     SCALED    
 NL0161* NAVD 88     -       372.468  (meters)    1222.01   (feet)  ADJUSTED  
 NL0161  ___________________________________________________________________
 NL0161  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 NL0161  DYNAMIC HT  -         372.333 (meters)    1221.56  (feet)  COMP
 NL0161  MODELED GRAV-     980,247.7   (mgal)                       NAVD 88
 NL0161
 NL0161  VERT ORDER  -  SECOND    CLASS 0
 NL0161
 NL0161.The horizontal coordinates were scaled from a topographic map and have
 NL0161.an estimated accuracy of +/- 6 seconds.
 NL0161
 NL0161.The orthometric height was determined by differential leveling
 NL0161.and adjusted by the National Geodetic Survey in June 1991..
 NL0161
 NL0161.The geoid height was determined by GEOID03.
 NL0161
 NL0161.The dynamic height is computed by dividing the NAVD 88
 NL0161.geopotential number by the normal gravity value computed on the
 NL0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0161.degrees latitude (g = 980.6199 gals.).
 NL0161
 NL0161.The modeled gravity was interpolated from observed gravity values.
 NL0161
 NL0161;                    North         East    Units  Estimated Accuracy
 NL0161;SPC IA N     - 1,107,770.    1,400,830.      MT  (+/- 180 meters Scaled)
 NL0161
 NL0161                          SUPERSEDED SURVEY CONTROL
 NL0161
 NL0161  NGVD 29 (??/??/92)  372.386  (m)         1221.74   (f) ADJ UNCH    2 0
 NL0161
 NL0161.Superseded values are not recommended for survey control.
 NL0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0161.See file dsdata.txt to determine how the superseded data were derived.
 NL0161
 NL0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH597026(NAD 83)
 NL0161_MARKER: DB = BENCH MARK DISK
 NL0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0161_STAMPING: E 23 1934
 NL0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0161+STABILITY: SURFACE MOTION
 NL0161
 NL0161  HISTORY     - Date     Condition        Report By
 NL0161  HISTORY     - 1934     MONUMENTED       CGS
 NL0161  HISTORY     - 1960     GOOD             NGS
 NL0161  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0161
 NL0161                          STATION DESCRIPTION
 NL0161
 NL0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NL0161'1.4 MI SE FROM JOLLEY.
 NL0161'1.4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0161'PACIFIC RAILROAD FROM THE STATION AT JOLLEY, CALHOUN COUNTY, 5
 NL0161'POLES NORTHWEST OF MILEPOST 103, 145.3 FEET SOUTHWEST OF THE SOUTHWEST
 NL0161'RAIL, AND 2.2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NL0161'DISK, STAMPED E 23 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0161'PROJECTING 7 INCHES ABOVE GROUND.  NOTE-- RAILROAD STATION AT
 NL0161'JOLLEY HAS BEEN REMOVED.
 NL0161
 NL0161                          STATION RECOVERY (1975)
 NL0161
 NL0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0267 ***********************************************************************
 NL0267  DESIGNATION -  E 24
 NL0267  PID         -  NL0267
 NL0267  STATE/COUNTY-  IA/CHEROKEE
 NL0267  USGS QUAD   -  AURELIA (1969)
 NL0267
 NL0267                         *CURRENT SURVEY CONTROL
 NL0267  ___________________________________________________________________
 NL0267* NAD 83(1986)-  42 43 03.     (N)    095 26 50.     (W)     SCALED    
 NL0267* NAVD 88     -       419.695  (meters)    1376.95   (feet)  ADJUSTED  
 NL0267  ___________________________________________________________________
 NL0267  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 NL0267  DYNAMIC HT  -         419.556 (meters)    1376.49  (feet)  COMP
 NL0267  MODELED GRAV-     980,277.5   (mgal)                       NAVD 88
 NL0267
 NL0267  VERT ORDER  -  SECOND    CLASS 0
 NL0267
 NL0267.The horizontal coordinates were scaled from a topographic map and have
 NL0267.an estimated accuracy of +/- 6 seconds.
 NL0267
 NL0267.The orthometric height was determined by differential leveling
 NL0267.and adjusted by the National Geodetic Survey in June 1991..
 NL0267
 NL0267.The geoid height was determined by GEOID03.
 NL0267
 NL0267.The dynamic height is computed by dividing the NAVD 88
 NL0267.geopotential number by the normal gravity value computed on the
 NL0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0267.degrees latitude (g = 980.6199 gals.).
 NL0267
 NL0267.The modeled gravity was interpolated from observed gravity values.
 NL0267
 NL0267;                    North         East    Units  Estimated Accuracy
 NL0267;SPC IA N     - 1,137,070.    1,340,520.      MT  (+/- 180 meters Scaled)
 NL0267
 NL0267                          SUPERSEDED SURVEY CONTROL
 NL0267
 NL0267  NGVD 29 (??/??/92)  419.557  (m)         1376.50   (f) ADJ UNCH    2 0
 NL0267
 NL0267.Superseded values are not recommended for survey control.
 NL0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0267.See file dsdata.txt to determine how the superseded data were derived.
 NL0267
 NL0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH996323(NAD 83)
 NL0267_MARKER: DB = BENCH MARK DISK
 NL0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0267_STAMPING: E 24 1934
 NL0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0267+STABILITY: SURFACE MOTION
 NL0267
 NL0267  HISTORY     - Date     Condition        Report By
 NL0267  HISTORY     - 1934     MONUMENTED       CGS
 NL0267
 NL0267                          STATION DESCRIPTION
 NL0267
 NL0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0267'0.6 MI W FROM AURELIA.
 NL0267'0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0267'STATION AT AURELIA, CHEROKEE COUNTY, 150 FEET WEST OF THE
 NL0267'CENTER OF A ROAD CROSSING, 6.6 FEET SOUTHWEST OF THE SECOND
 NL0267'POLE WEST OF THE CROSSING, 41.9 FEET SOUTHWEST OF THE SOUTHWEST
 NL0267'RAIL, AND 2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NL0267'DISK, STAMPED E 24 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0267'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0485 ***********************************************************************
 NL0485  DESIGNATION -  E 25
 NL0485  PID         -  NL0485
 NL0485  STATE/COUNTY-  IA/PLYMOUTH
 NL0485  USGS QUAD   -  REMSEN (1969)
 NL0485
 NL0485                         *CURRENT SURVEY CONTROL
 NL0485  ___________________________________________________________________
 NL0485* NAD 83(1986)-  42 48 54.     (N)    095 58 37.     (W)     SCALED    
 NL0485* NAVD 88     -       403.603  (meters)    1324.15   (feet)  ADJUSTED  
 NL0485  ___________________________________________________________________
 NL0485  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 NL0485  DYNAMIC HT  -         403.481 (meters)    1323.75  (feet)  COMP
 NL0485  MODELED GRAV-     980,305.7   (mgal)                       NAVD 88
 NL0485
 NL0485  VERT ORDER  -  SECOND    CLASS 0
 NL0485
 NL0485.The horizontal coordinates were scaled from a topographic map and have
 NL0485.an estimated accuracy of +/- 6 seconds.
 NL0485
 NL0485.The orthometric height was determined by differential leveling
 NL0485.and adjusted by the National Geodetic Survey in June 1991..
 NL0485
 NL0485.The geoid height was determined by GEOID03.
 NL0485
 NL0485.The dynamic height is computed by dividing the NAVD 88
 NL0485.geopotential number by the normal gravity value computed on the
 NL0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0485.degrees latitude (g = 980.6199 gals.).
 NL0485
 NL0485.The modeled gravity was interpolated from observed gravity values.
 NL0485
 NL0485;                    North         East    Units  Estimated Accuracy
 NL0485;SPC IA N     - 1,149,030.    1,297,460.      MT  (+/- 180 meters Scaled)
 NL0485
 NL0485                          SUPERSEDED SURVEY CONTROL
 NL0485
 NL0485  NGVD 29 (??/??/92)  403.412  (m)         1323.53   (f) ADJ UNCH    2 0
 NL0485
 NL0485.Superseded values are not recommended for survey control.
 NL0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0485.See file dsdata.txt to determine how the superseded data were derived.
 NL0485
 NL0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH566445(NAD 83)
 NL0485_MARKER: DB = BENCH MARK DISK
 NL0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0485_STAMPING: E 25 1934
 NL0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0485+STABILITY: SURFACE MOTION
 NL0485
 NL0485  HISTORY     - Date     Condition        Report By
 NL0485  HISTORY     - 1934     MONUMENTED       CGS
 NL0485  HISTORY     - 1969     MARK NOT FOUND   NGS
 NL0485  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0485
 NL0485                          STATION DESCRIPTION
 NL0485
 NL0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0485'AT REMSEN.
 NL0485'AT REMSEN, PLYMOUTH COUNTY, 9 POLES WEST OF THE ILLINOIS CENTRAL
 NL0485'RAILROAD STATION, AT A ROAD CROSSING, 33 FEET WEST OF THE
 NL0485'CENTERLINE OF THE ROAD, 26 FEET SOUTH OF THE SOUTH RAIL OF THE
 NL0485'MAIN TRACK, AND 11.1 FEET WEST OF A CORNER FENCE POST.  A
 NL0485'STANDARD DISK, STAMPED E 25 1934 AND SET IN THE TOP OF A CONCRETE
 NL0485'POST PROJECTING 1 INCH ABOVE GROUND.
 NL0485
 NL0485                          STATION RECOVERY (1969)
 NL0485
 NL0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NL0485'MARK NOT FOUND.
 NL0485
 NL0485                          STATION RECOVERY (2000)
 NL0485
 NL0485'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0485'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0517 ***********************************************************************
 NL0517  DESIGNATION -  E 26
 NL0517  PID         -  NL0517
 NL0517  STATE/COUNTY-  IA/CHEROKEE
 NL0517  USGS QUAD   -  SUTHERLAND WEST (1971)
 NL0517
 NL0517                         *CURRENT SURVEY CONTROL
 NL0517  ___________________________________________________________________
 NL0517* NAD 83(1986)-  42 52 47.     (N)    095 32 34.     (W)     SCALED    
 NL0517* NAVD 88     -       418.529  (meters)    1373.12   (feet)  ADJUSTED  
 NL0517  ___________________________________________________________________
 NL0517  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 NL0517  DYNAMIC HT  -         418.391 (meters)    1372.67  (feet)  COMP
 NL0517  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 NL0517
 NL0517  VERT ORDER  -  SECOND    CLASS 0
 NL0517
 NL0517.The horizontal coordinates were scaled from a topographic map and have
 NL0517.an estimated accuracy of +/- 6 seconds.
 NL0517
 NL0517.The orthometric height was determined by differential leveling
 NL0517.and adjusted by the National Geodetic Survey in June 1991..
 NL0517
 NL0517.The geoid height was determined by GEOID03.
 NL0517
 NL0517.The dynamic height is computed by dividing the NAVD 88
 NL0517.geopotential number by the normal gravity value computed on the
 NL0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0517.degrees latitude (g = 980.6199 gals.).
 NL0517
 NL0517.The modeled gravity was interpolated from observed gravity values.
 NL0517
 NL0517;                    North         East    Units  Estimated Accuracy
 NL0517;SPC IA N     - 1,155,270.    1,333,130.      MT  (+/- 180 meters Scaled)
 NL0517
 NL0517                          SUPERSEDED SURVEY CONTROL
 NL0517
 NL0517  NGVD 29 (??/??/92)  418.334  (m)         1372.48   (f) ADJ UNCH    2 0
 NL0517
 NL0517.Superseded values are not recommended for survey control.
 NL0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0517.See file dsdata.txt to determine how the superseded data were derived.
 NL0517
 NL0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH923505(NAD 83)
 NL0517_MARKER: DB = BENCH MARK DISK
 NL0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0517_STAMPING: E 26 1934
 NL0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0517+STABILITY: SURFACE MOTION
 NL0517
 NL0517  HISTORY     - Date     Condition        Report By
 NL0517  HISTORY     - 1934     MONUMENTED       CGS
 NL0517
 NL0517                          STATION DESCRIPTION
 NL0517
 NL0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0517'9.5 MI N FROM CHEROKEE.
 NL0517'9.5 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0517'STATION AT CHEROKEE, CHEROKEE COUNTY, 1.3 MILES NORTH OF THE
 NL0517'STATION AT LARRABEE, 9 POLES NORTH OF MILEPOST CK 9, 70 YARDS
 NL0517'SOUTH OF TRESTLE 9.4, AT A ROAD CROSSING, 23 FEET SOUTH OF THE
 NL0517'CENTERLINE OF THE ROAD, 45.4 FEET WEST OF THE WEST RAIL, AND
 NL0517'3.1 FEET SOUTHEAST OF A CORNER FENCE POST.  A STANDARD DISK,
 NL0517'STAMPED E 26 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0517'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0219 ***********************************************************************
 NL0219  DESIGNATION -  E 27
 NL0219  PID         -  NL0219
 NL0219  STATE/COUNTY-  IA/POCAHONTAS
 NL0219  USGS QUAD   -  HAVELOCK (1980)
 NL0219
 NL0219                         *CURRENT SURVEY CONTROL
 NL0219  ___________________________________________________________________
 NL0219* NAD 83(1986)-  42 49 51.     (N)    094 41 54.     (W)     SCALED    
 NL0219* NAVD 88     -       373.428  (meters)    1225.15   (feet)  ADJUSTED  
 NL0219  ___________________________________________________________________
 NL0219  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 NL0219  DYNAMIC HT  -         373.311 (meters)    1224.77  (feet)  COMP
 NL0219  MODELED GRAV-     980,296.0   (mgal)                       NAVD 88
 NL0219
 NL0219  VERT ORDER  -  SECOND    CLASS 0
 NL0219
 NL0219.The horizontal coordinates were scaled from a topographic map and have
 NL0219.an estimated accuracy of +/- 6 seconds.
 NL0219
 NL0219.The orthometric height was determined by differential leveling
 NL0219.and adjusted by the National Geodetic Survey in June 1991..
 NL0219
 NL0219.The geoid height was determined by GEOID03.
 NL0219
 NL0219.The dynamic height is computed by dividing the NAVD 88
 NL0219.geopotential number by the normal gravity value computed on the
 NL0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0219.degrees latitude (g = 980.6199 gals.).
 NL0219
 NL0219.The modeled gravity was interpolated from observed gravity values.
 NL0219
 NL0219;                    North         East    Units  Estimated Accuracy
 NL0219;SPC IA N     - 1,148,520.    1,402,030.      MT  (+/- 180 meters Scaled)
 NL0219
 NL0219                          SUPERSEDED SURVEY CONTROL
 NL0219
 NL0219  NGVD 29 (??/??/92)  373.350  (m)         1224.90   (f) ADJ UNCH    2 0
 NL0219
 NL0219.Superseded values are not recommended for survey control.
 NL0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0219.See file dsdata.txt to determine how the superseded data were derived.
 NL0219
 NL0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH611434(NAD 83)
 NL0219_MARKER: DB = BENCH MARK DISK
 NL0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0219_STAMPING: E 27 1934
 NL0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0219+STABILITY: SURFACE MOTION
 NL0219
 NL0219  HISTORY     - Date     Condition        Report By
 NL0219  HISTORY     - 1934     MONUMENTED       CGS
 NL0219
 NL0219                          STATION DESCRIPTION
 NL0219
 NL0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0219'AT HAVELOCK.
 NL0219'AT HAVELOCK, 290 YARDS EAST OF THE SOUTHEAST CORNER OF THE
 NL0219'CHICAGO AND NORTH WESTERN RAILWAY STATION, 69.0 FEET NORTHWEST
 NL0219'OF A NORTH-AND-SOUTH SECTION-ROAD CROSSING, 43.2 FEET NORTH
 NL0219'OF THE NORTH RAIL, 5.5 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER,
 NL0219'AND 1.5 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED E
 NL0219'27 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 NL0219'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0451 ***********************************************************************
 NK0451  DESIGNATION -  E 28
 NK0451  PID         -  NK0451
 NK0451  STATE/COUNTY-  IA/WRIGHT
 NK0451  USGS QUAD   -  EAGLE GROVE (1978)
 NK0451
 NK0451                         *CURRENT SURVEY CONTROL
 NK0451  ___________________________________________________________________
 NK0451* NAD 83(1986)-  42 40 35.     (N)    093 55 02.     (W)     SCALED    
 NK0451* NAVD 88     -       338.221  (meters)    1109.65   (feet)  ADJUSTED  
 NK0451  ___________________________________________________________________
 NK0451  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 NK0451  DYNAMIC HT  -         338.129 (meters)    1109.34  (feet)  COMP
 NK0451  MODELED GRAV-     980,338.9   (mgal)                       NAVD 88
 NK0451
 NK0451  VERT ORDER  -  SECOND    CLASS 0
 NK0451
 NK0451.The horizontal coordinates were scaled from a topographic map and have
 NK0451.an estimated accuracy of +/- 6 seconds.
 NK0451
 NK0451.The orthometric height was determined by differential leveling
 NK0451.and adjusted by the National Geodetic Survey in June 1991..
 NK0451
 NK0451.The geoid height was determined by GEOID03.
 NK0451
 NK0451.The dynamic height is computed by dividing the NAVD 88
 NK0451.geopotential number by the normal gravity value computed on the
 NK0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0451.degrees latitude (g = 980.6199 gals.).
 NK0451
 NK0451.The modeled gravity was interpolated from observed gravity values.
 NK0451
 NK0451;                    North         East    Units  Estimated Accuracy
 NK0451;SPC IA N     - 1,130,750.    1,465,800.      MT  (+/- 180 meters Scaled)
 NK0451
 NK0451                          SUPERSEDED SURVEY CONTROL
 NK0451
 NK0451  NGVD 29 (??/??/92)  338.198  (m)         1109.57   (f) ADJ UNCH    2 0
 NK0451
 NK0451.Superseded values are not recommended for survey control.
 NK0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0451.See file dsdata.txt to determine how the superseded data were derived.
 NK0451
 NK0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH248252(NAD 83)
 NK0451_MARKER: DB = BENCH MARK DISK
 NK0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0451_STAMPING: E 28 1934
 NK0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0451+STABILITY: SURFACE MOTION
 NK0451
 NK0451  HISTORY     - Date     Condition        Report By
 NK0451  HISTORY     - 1934     MONUMENTED       CGS
 NK0451  HISTORY     - 1943     GOOD             NGS
 NK0451  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0451
 NK0451                          STATION DESCRIPTION
 NK0451
 NK0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NK0451'1.2 MI NW FROM EAGLE GROVE.
 NK0451'1.2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0451'FROM THE STATION AT EAGLE GROVE, WRIGHT COUNTY, 0.2 MILE NORTHWEST
 NK0451'OF A STATION ONE MILE SIGN, 89.5 FEET WEST OF THE NORTHWEST
 NK0451'END OF A SWITCH, 45.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 NK0451'AND 1.7 FEET NORTHEAST OF THE RIGHT OF WAY FENCE.  A STANDARD
 NK0451'DISK, STAMPED E 28 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0451'PROJECTING 6 INCHES ABOVE GROUND.
 NK0451
 NK0451                          STATION RECOVERY (1974)
 NK0451
 NK0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0190 ***********************************************************************
 NK0190  DESIGNATION -  E 29
 NK0190  PID         -  NK0190
 NK0190  STATE/COUNTY-  IA/FRANKLIN
 NK0190  USGS QUAD   -  HAMPTON NORTH (1972)
 NK0190
 NK0190                         *CURRENT SURVEY CONTROL
 NK0190  ___________________________________________________________________
 NK0190* NAD 83(1986)-  42 45 01.     (N)    093 09 58.     (W)     SCALED    
 NK0190* NAVD 88     -       329.775  (meters)    1081.94   (feet)  ADJUSTED  
 NK0190  ___________________________________________________________________
 NK0190  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 NK0190  DYNAMIC HT  -         329.672 (meters)    1081.60  (feet)  COMP
 NK0190  MODELED GRAV-     980,298.0   (mgal)                       NAVD 88
 NK0190
 NK0190  VERT ORDER  -  SECOND    CLASS 0
 NK0190
 NK0190.The horizontal coordinates were scaled from a topographic map and have
 NK0190.an estimated accuracy of +/- 6 seconds.
 NK0190
 NK0190.The orthometric height was determined by differential leveling
 NK0190.and adjusted by the National Geodetic Survey in June 1991..
 NK0190
 NK0190.The geoid height was determined by GEOID03.
 NK0190
 NK0190.The dynamic height is computed by dividing the NAVD 88
 NK0190.geopotential number by the normal gravity value computed on the
 NK0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0190.degrees latitude (g = 980.6199 gals.).
 NK0190
 NK0190.The modeled gravity was interpolated from observed gravity values.
 NK0190
 NK0190;                    North         East    Units  Estimated Accuracy
 NK0190;SPC IA N     - 1,138,930.    1,527,330.      MT  (+/- 180 meters Scaled)
 NK0190
 NK0190                          SUPERSEDED SURVEY CONTROL
 NK0190
 NK0190  NGVD 29 (??/??/92)  329.766  (m)         1081.91   (f) ADJ UNCH    2 0
 NK0190
 NK0190.Superseded values are not recommended for survey control.
 NK0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0190.See file dsdata.txt to determine how the superseded data were derived.
 NK0190
 NK0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH864330(NAD 83)
 NK0190_MARKER: DB = BENCH MARK DISK
 NK0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0190_STAMPING: E 29 1934
 NK0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0190+STABILITY: SURFACE MOTION
 NK0190
 NK0190  HISTORY     - Date     Condition        Report By
 NK0190  HISTORY     - 1934     MONUMENTED       CGS
 NK0190
 NK0190                          STATION DESCRIPTION
 NK0190
 NK0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0190'2.1 MI E FROM HAMPTON.
 NK0190'2.1 MILES EAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0190'THE STATION AT HAMPTON, ABOUT 0.2 MILE WEST OF A SECTION-ROAD
 NK0190'CROSSING, WEST OF A CUT AT THE CROSSING, 46.7 FEET SOUTH OF THE
 NK0190'SOUTH RAIL, AND 1.7 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A
 NK0190'STANDARD DISK, STAMPED E 29 1934 AND SET IN THE TOP OF A CONCRETE
 NK0190'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0067 ***********************************************************************
 NL0067  DESIGNATION -  E 3
 NL0067  PID         -  NL0067
 NL0067  STATE/COUNTY-  IA/BOONE
 NL0067  USGS QUAD   -  BOXHOLM (1982)
 NL0067
 NL0067                         *CURRENT SURVEY CONTROL
 NL0067  ___________________________________________________________________
 NL0067* NAD 83(1986)-  42 12 22.     (N)    094 01 39.     (W)     SCALED    
 NL0067* NAVD 88     -       341.947  (meters)    1121.87   (feet)  ADJUSTED  
 NL0067  ___________________________________________________________________
 NL0067  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 NL0067  DYNAMIC HT  -         341.857 (meters)    1121.58  (feet)  COMP
 NL0067  MODELED GRAV-     980,346.2   (mgal)                       NAVD 88
 NL0067
 NL0067  VERT ORDER  -  FIRST     CLASS II
 NL0067
 NL0067.The horizontal coordinates were scaled from a topographic map and have
 NL0067.an estimated accuracy of +/- 6 seconds.
 NL0067
 NL0067.The orthometric height was determined by differential leveling
 NL0067.and adjusted by the National Geodetic Survey in June 1991..
 NL0067
 NL0067.The geoid height was determined by GEOID03.
 NL0067
 NL0067.The dynamic height is computed by dividing the NAVD 88
 NL0067.geopotential number by the normal gravity value computed on the
 NL0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0067.degrees latitude (g = 980.6199 gals.).
 NL0067
 NL0067.The modeled gravity was interpolated from observed gravity values.
 NL0067
 NL0067;                    North         East    Units  Estimated Accuracy
 NL0067;SPC IA N     - 1,078,570.    1,456,440.      MT  (+/- 180 meters Scaled)
 NL0067
 NL0067                          SUPERSEDED SURVEY CONTROL
 NL0067
 NL0067  NGVD 29 (??/??/92)  341.930  (m)         1121.82   (f) ADJ UNCH    1 2
 NL0067
 NL0067.Superseded values are not recommended for survey control.
 NL0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0067.See file dsdata.txt to determine how the superseded data were derived.
 NL0067
 NL0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG151731(NAD 83)
 NL0067_MARKER: DB = BENCH MARK DISK
 NL0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0067_STAMPING: 1121.815 E 3 1930
 NL0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0067+STABILITY: SURFACE MOTION
 NL0067
 NL0067  HISTORY     - Date     Condition        Report By
 NL0067  HISTORY     - 1930     MONUMENTED       CGS
 NL0067  HISTORY     - 1934     GOOD             NGS
 NL0067
 NL0067                          STATION DESCRIPTION
 NL0067
 NL0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0067'3 MI N FROM PILOT MOUND.
 NL0067'3.0 MILES NORTH ALONG THE ABANDONED MINNEAPOLIS AND ST. LOUIS
 NL0067'RAILROAD FROM PILOT MOUND, BOONE COUNTY, 300 FEET NORTHWEST
 NL0067'OF MILEPOST 246, 7 FEET EAST OF THE EAST FENCE LINE OF A NORTH
 NL0067'AND SOUTH ROAD FENCED 45 FEET WIDE, AND 44 FEET SOUTHWEST OF
 NL0067'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 1121.815
 NL0067'E 3 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0118 ***********************************************************************
 NL0118  DESIGNATION -  E 32
 NL0118  PID         -  NL0118
 NL0118  STATE/COUNTY-  IA/WEBSTER
 NL0118  USGS QUAD   -  EVANSTON (1965)
 NL0118
 NL0118                         *CURRENT SURVEY CONTROL
 NL0118  ___________________________________________________________________
 NL0118* NAD 83(1986)-  42 28 18.     (N)    094 01 10.     (W)     SCALED    
 NL0118* NAVD 88     -       335.285  (meters)    1100.01   (feet)  ADJUSTED  
 NL0118  ___________________________________________________________________
 NL0118  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 NL0118  DYNAMIC HT  -         335.199 (meters)    1099.73  (feet)  COMP
 NL0118  MODELED GRAV-     980,353.3   (mgal)                       NAVD 88
 NL0118
 NL0118  VERT ORDER  -  SECOND    CLASS 0
 NL0118
 NL0118.The horizontal coordinates were scaled from a topographic map and have
 NL0118.an estimated accuracy of +/- 6 seconds.
 NL0118
 NL0118.The orthometric height was determined by differential leveling
 NL0118.and adjusted by the National Geodetic Survey in June 1991..
 NL0118
 NL0118.The geoid height was determined by GEOID03.
 NL0118
 NL0118.The dynamic height is computed by dividing the NAVD 88
 NL0118.geopotential number by the normal gravity value computed on the
 NL0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0118.degrees latitude (g = 980.6199 gals.).
 NL0118
 NL0118.The modeled gravity was interpolated from observed gravity values.
 NL0118
 NL0118;                    North         East    Units  Estimated Accuracy
 NL0118;SPC IA N     - 1,108,060.    1,457,290.      MT  (+/- 180 meters Scaled)
 NL0118
 NL0118                          SUPERSEDED SURVEY CONTROL
 NL0118
 NL0118  NGVD 29 (??/??/92)  335.267  (m)         1099.96   (f) ADJ UNCH    2 0
 NL0118
 NL0118.Superseded values are not recommended for survey control.
 NL0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0118.See file dsdata.txt to determine how the superseded data were derived.
 NL0118
 NL0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH161026(NAD 83)
 NL0118_MARKER: DB = BENCH MARK DISK
 NL0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0118_STAMPING: E 32 1934
 NL0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0118+STABILITY: SURFACE MOTION
 NL0118
 NL0118  HISTORY     - Date     Condition        Report By
 NL0118  HISTORY     - 1934     MONUMENTED       CGS
 NL0118
 NL0118                          STATION DESCRIPTION
 NL0118
 NL0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0118'1 MI W FROM DUNCOMBE.
 NL0118'1 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0118'STATION AT DUNCOMBE, WEBSTER COUNTY, 28 YARDS SOUTHEAST OF A
 NL0118'SECTION ROAD CROSSING, 45.5 FEET SOUTH OF THE SOUTH RAIL, AND
 NL0118'1.8 FEET NORTH OF THE RIGHT OF WAY FENCE.  A STANDARD DISK,
 NL0118'STAMPED E 32 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0118'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0378 ***********************************************************************
 MH0378  DESIGNATION -  E 33
 MH0378  PID         -  MH0378
 MH0378  STATE/COUNTY-  IA/POLK
 MH0378  USGS QUAD   -  DES MOINES NE (1976)
 MH0378
 MH0378                         *CURRENT SURVEY CONTROL
 MH0378  ___________________________________________________________________
 MH0378* NAD 83(1986)-  41 37 40.     (N)    093 35 06.     (W)     SCALED    
 MH0378* NAVD 88     -       256.779  (meters)     842.45   (feet)  ADJUSTED  
 MH0378  ___________________________________________________________________
 MH0378  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 MH0378  DYNAMIC HT  -         256.669 (meters)     842.09  (feet)  COMP
 MH0378  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 MH0378
 MH0378  VERT ORDER  -  SECOND    CLASS 0
 MH0378
 MH0378.The horizontal coordinates were scaled from a topographic map and have
 MH0378.an estimated accuracy of +/- 6 seconds.
 MH0378
 MH0378.The orthometric height was determined by differential leveling
 MH0378.and adjusted by the National Geodetic Survey in June 1991..
 MH0378
 MH0378.The geoid height was determined by GEOID03.
 MH0378
 MH0378.The dynamic height is computed by dividing the NAVD 88
 MH0378.geopotential number by the normal gravity value computed on the
 MH0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0378.degrees latitude (g = 980.6199 gals.).
 MH0378
 MH0378.The modeled gravity was interpolated from observed gravity values.
 MH0378
 MH0378;                    North         East    Units  Estimated Accuracy
 MH0378;SPC IA S     -   180,770.      492,920.      MT  (+/- 180 meters Scaled)
 MH0378
 MH0378                          SUPERSEDED SURVEY CONTROL
 MH0378
 MH0378  NGVD 29 (??/??/92)  256.76   (m)          842.4    (f) COMPUTED    2 0
 MH0378
 MH0378.Superseded values are not recommended for survey control.
 MH0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0378.See file dsdata.txt to determine how the superseded data were derived.
 MH0378
 MH0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG512086(NAD 83)
 MH0378_MARKER: DB = BENCH MARK DISK
 MH0378_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0378_SP_SET: BRIDGE
 MH0378_STAMPING: E-33-1934
 MH0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0378
 MH0378  HISTORY     - Date     Condition        Report By
 MH0378  HISTORY     - 1934     MONUMENTED       CGS
 MH0378
 MH0378                          STATION DESCRIPTION
 MH0378
 MH0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0378'2.9 MI N FROM DES MOINES.
 MH0378'IS LOCATED 2.9 MILES NORTH OF THE CHICAGO, ROCK ISLAND AND
 MH0378'PACIFIC JUNCTION AT DES MOINES, ON EAST SIDE OF NORTH ABUTMENT OF
 MH0378'BRIDGE OVER U.S. HIGHWAY 6, 30.2 FEET SOUTH OF NORTH END OF
 MH0378'NORTHEAST WING OF BRIDGE, 4.6 FEET EAST OF EAST RAIL OF TRACK,
 MH0378'3 FEET WEST OF EAST SIDE OF NORTH ABUTMENT.  STANDARD TABLET
 MH0378'SET IN EAST SIDE OF CONCRETE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0379 ***********************************************************************
 MH0379  DESIGNATION -  E 33 RESET
 MH0379  PID         -  MH0379
 MH0379  STATE/COUNTY-  IA/POLK
 MH0379  USGS QUAD   -  DES MOINES NE (1976)
 MH0379
 MH0379                         *CURRENT SURVEY CONTROL
 MH0379  ___________________________________________________________________
 MH0379* NAD 83(1986)-  41 37 40.     (N)    093 35 06.     (W)     SCALED    
 MH0379* NAVD 88     -       257.19   (meters)     843.8    (feet)  RESET     
 MH0379  ___________________________________________________________________
 MH0379  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 MH0379
 MH0379  VERT ORDER  -  THIRD
 MH0379
 MH0379.The horizontal coordinates were scaled from a topographic map and have
 MH0379.an estimated accuracy of +/- 6 seconds.
 MH0379
 MH0379.The orthometric height was computed from unverified reset data.
 MH0379
 MH0379.The geoid height was determined by GEOID03.
 MH0379
 MH0379;                    North         East    Units  Estimated Accuracy
 MH0379;SPC IA S     -   180,770.      492,920.      MT  (+/- 180 meters Scaled)
 MH0379
 MH0379                          SUPERSEDED SURVEY CONTROL
 MH0379
 MH0379  NGVD 29 (??/??/??)  257.17   (m)          843.7    (f) RESET       3  
 MH0379
 MH0379.Superseded values are not recommended for survey control.
 MH0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0379.See file dsdata.txt to determine how the superseded data were derived.
 MH0379
 MH0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG512086(NAD 83)
 MH0379_MARKER: DD = SURVEY DISK
 MH0379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0379_SP_SET: BRIDGE ABUTMENT
 MH0379_STAMPING: E 33 RESET 1959
 MH0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0379
 MH0379  HISTORY     - Date     Condition        Report By
 MH0379  HISTORY     - 1959     MONUMENTED       IAHD
 MH0379  HISTORY     - 1961     GOOD             NGS
 MH0379
 MH0379                          STATION DESCRIPTION
 MH0379
 MH0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MH0379'2.9 MI N FROM DES MOINES.
 MH0379'THIS MARK IS LOCATED 2.9 MILES NORTH ALONG THE CHICAGO, ROCK
 MH0379'ISLAND AND PACIFIC RAILWAY FROM THE JUNCTION AT DES MOINES,
 MH0379'80 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 7 FEET EAST
 MH0379'OF THE EAST RAIL OF ROCK ISLAND RAILROAD, ON NORTH ABUTMENT
 MH0379'OF THE RAILROAD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0279 ***********************************************************************
 NK0279  DESIGNATION -  E 34
 NK0279  PID         -  NK0279
 NK0279  STATE/COUNTY-  IA/STORY
 NK0279  USGS QUAD   -  MC CALLSBURG (1975)
 NK0279
 NK0279                         *CURRENT SURVEY CONTROL
 NK0279  ___________________________________________________________________
 NK0279* NAD 83(1986)-  42 08 15.     (N)    093 23 41.     (W)     SCALED    
 NK0279* NAVD 88     -       319.503  (meters)    1048.24   (feet)  ADJUSTED  
 NK0279  ___________________________________________________________________
 NK0279  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 NK0279  DYNAMIC HT  -         319.390 (meters)    1047.87  (feet)  COMP
 NK0279  MODELED GRAV-     980,260.6   (mgal)                       NAVD 88
 NK0279
 NK0279  VERT ORDER  -  SECOND    CLASS 0
 NK0279
 NK0279.The horizontal coordinates were scaled from a topographic map and have
 NK0279.an estimated accuracy of +/- 6 seconds.
 NK0279
 NK0279.The orthometric height was determined by differential leveling
 NK0279.and adjusted by the National Geodetic Survey in June 1991..
 NK0279
 NK0279.The geoid height was determined by GEOID03.
 NK0279
 NK0279.The dynamic height is computed by dividing the NAVD 88
 NK0279.geopotential number by the normal gravity value computed on the
 NK0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0279.degrees latitude (g = 980.6199 gals.).
 NK0279
 NK0279.The modeled gravity was interpolated from observed gravity values.
 NK0279
 NK0279;                    North         East    Units  Estimated Accuracy
 NK0279;SPC IA N     - 1,070,820.    1,508,700.      MT  (+/- 180 meters Scaled)
 NK0279
 NK0279                          SUPERSEDED SURVEY CONTROL
 NK0279
 NK0279  NGVD 29 (??/??/92)  319.474  (m)         1048.14   (f) ADJ UNCH    2 0
 NK0279
 NK0279.Superseded values are not recommended for survey control.
 NK0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0279.See file dsdata.txt to determine how the superseded data were derived.
 NK0279
 NK0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG673651(NAD 83)
 NK0279_MARKER: DB = BENCH MARK DISK
 NK0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0279_STAMPING: E 34 1934
 NK0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0279+STABILITY: SURFACE MOTION
 NK0279
 NK0279  HISTORY     - Date     Condition        Report By
 NK0279  HISTORY     - 1934     MONUMENTED       CGS
 NK0279
 NK0279                          STATION DESCRIPTION
 NK0279
 NK0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0279'2 MI S FROM MC CALLSBURG.
 NK0279'2.0 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0279'RAILWAY FROM THE STATION AT MC CALLSBURG, STORY COUNTY, 4.6 FEET
 NK0279'EAST OF MILEPOST 118, AT A ROAD CROSSING, 42.6 FEET EAST OF THE
 NK0279'EAST RAIL, 40 FEET NORTH OF THE CENTERLINE OF THE ROAD, 8.2 FEET
 NK0279'NORTHWEST OF A FENCE CORNER, AND 3.4 FEET WEST OF A FENCE.
 NK0279'A STANDARD DISK, STAMPED E 34 1934 AND SET IN THE TOP OF A
 NK0279'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0708 ***********************************************************************
 OO0708  DESIGNATION -  E 35
 OO0708  PID         -  OO0708
 OO0708  STATE/COUNTY-  IA/HANCOCK
 OO0708  USGS QUAD   -  BRITT (1972)
 OO0708
 OO0708                         *CURRENT SURVEY CONTROL
 OO0708  ___________________________________________________________________
 OO0708* NAD 83(1986)-  43 06 07.     (N)    093 46 56.     (W)     SCALED    
 OO0708* NAVD 88     -       367.213  (meters)    1204.76   (feet)  ADJUSTED  
 OO0708  ___________________________________________________________________
 OO0708  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 OO0708  DYNAMIC HT  -         367.093 (meters)    1204.37  (feet)  COMP
 OO0708  MODELED GRAV-     980,285.6   (mgal)                       NAVD 88
 OO0708
 OO0708  VERT ORDER  -  SECOND    CLASS 0
 OO0708
 OO0708.The horizontal coordinates were scaled from a topographic map and have
 OO0708.an estimated accuracy of +/- 6 seconds.
 OO0708
 OO0708.The orthometric height was determined by differential leveling
 OO0708.and adjusted by the National Geodetic Survey in June 1991..
 OO0708
 OO0708.The geoid height was determined by GEOID03.
 OO0708
 OO0708.The dynamic height is computed by dividing the NAVD 88
 OO0708.geopotential number by the normal gravity value computed on the
 OO0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0708.degrees latitude (g = 980.6199 gals.).
 OO0708
 OO0708.The modeled gravity was interpolated from observed gravity values.
 OO0708
 OO0708;                    North         East    Units  Estimated Accuracy
 OO0708;SPC IA N     - 1,177,980.    1,477,030.      MT  (+/- 180 meters Scaled)
 OO0708
 OO0708                          SUPERSEDED SURVEY CONTROL
 OO0708
 OO0708  NGVD 29 (??/??/92)  367.168  (m)         1204.62   (f) ADJ UNCH    2 0
 OO0708
 OO0708.Superseded values are not recommended for survey control.
 OO0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0708.See file dsdata.txt to determine how the superseded data were derived.
 OO0708
 OO0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH363724(NAD 83)
 OO0708_MARKER: DB = BENCH MARK DISK
 OO0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0708_STAMPING: E 35 1934
 OO0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0708+STABILITY: SURFACE MOTION
 OO0708
 OO0708  HISTORY     - Date     Condition        Report By
 OO0708  HISTORY     - 1934     MONUMENTED       CGS
 OO0708
 OO0708                          STATION DESCRIPTION
 OO0708
 OO0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0708'0.9 MI NE FROM BRITT.
 OO0708'0.9 MILE NORTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILWAY FROM
 OO0708'THE STATION AT BRITT, 130 YARDS NORTHEAST OF THE NORTHEAST EDGE OF A
 OO0708'WOODEN TRESTLE, 120 YARDS SOUTHWEST OF THE CROSSING OF THE CHICAGO,
 OO0708'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 39 FEET NORTHWEST OF THE
 OO0708'NORTHWEST RAIL, AND 13.6 FEET NORTHEAST OF A POLE.  A STANDARD DISK,
 OO0708'STAMPED E 35 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OO0708'INCHES ABOVE GROUND.  NOTE-- THE MINNEAPOLIS AND ST. LOUIS RAILWAY HAS
 OO0708'BEEN MERGED WITH THE CHICAGO AND NORTHWESTERN RAILWAY ON NOVEMBER
 OO0708'1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0285 ***********************************************************************
 OO0285  DESIGNATION -  E 36
 OO0285  PID         -  OO0285
 OO0285  STATE/COUNTY-  IA/FLOYD
 OO0285  USGS QUAD   -  RUDD (1971)
 OO0285
 OO0285                         *CURRENT SURVEY CONTROL
 OO0285  ___________________________________________________________________
 OO0285* NAD 83(1986)-  43 08 07.     (N)    092 56 46.     (W)     SCALED    
 OO0285* NAVD 88     -       339.923  (meters)    1115.23   (feet)  ADJUSTED  
 OO0285  ___________________________________________________________________
 OO0285  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 OO0285  DYNAMIC HT  -         339.824 (meters)    1114.91  (feet)  COMP
 OO0285  MODELED GRAV-     980,318.8   (mgal)                       NAVD 88
 OO0285
 OO0285  VERT ORDER  -  SECOND    CLASS 0
 OO0285
 OO0285.The horizontal coordinates were scaled from a topographic map and have
 OO0285.an estimated accuracy of +/- 6 seconds.
 OO0285
 OO0285.The orthometric height was determined by differential leveling
 OO0285.and adjusted by the National Geodetic Survey in June 1991..
 OO0285
 OO0285.The geoid height was determined by GEOID03.
 OO0285
 OO0285.The dynamic height is computed by dividing the NAVD 88
 OO0285.geopotential number by the normal gravity value computed on the
 OO0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0285.degrees latitude (g = 980.6199 gals.).
 OO0285
 OO0285.The modeled gravity was interpolated from observed gravity values.
 OO0285
 OO0285;                    North         East    Units  Estimated Accuracy
 OO0285;SPC IA N     - 1,181,790.    1,545,060.      MT  (+/- 180 meters Scaled)
 OO0285
 OO0285                          SUPERSEDED SURVEY CONTROL
 OO0285
 OO0285  NGVD 29 (??/??/92)  339.914  (m)         1115.20   (f) ADJ UNCH    2 0
 OO0285
 OO0285.Superseded values are not recommended for survey control.
 OO0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0285.See file dsdata.txt to determine how the superseded data were derived.
 OO0285
 OO0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH043758(NAD 83)
 OO0285_MARKER: DB = BENCH MARK DISK
 OO0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0285_STAMPING: E 36 1934
 OO0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0285+STABILITY: SURFACE MOTION
 OO0285
 OO0285  HISTORY     - Date     Condition        Report By
 OO0285  HISTORY     - 1934     MONUMENTED       CGS
 OO0285  HISTORY     - 20000925 MARK NOT FOUND   AERSVC
 OO0285
 OO0285                          STATION DESCRIPTION
 OO0285
 OO0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0285'2.7 MI E FROM NORA SPRINGS.
 OO0285'2.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0285'RAILROAD FROM THE STATION AT NORA SPRINGS, FLOYD COUNTY, 2 MILES WEST
 OO0285'OF RUDD, 70 YARDS WEST OF A HIGHWAY CROSSING, 42.3 FEET SOUTH OF THE
 OO0285'SOUTH RAIL, AND 5 FEET NORTH OF THE RIGHT OF WAY FENCE.  A STANDARD
 OO0285'DISK, STAMPED E 36 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0285'PROJECTING 2 INCHES ABOVE GROUND.
 OO0285
 OO0285                          STATION RECOVERY (2000)
 OO0285
 OO0285'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 OO0285'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0228 ***********************************************************************
 OO0228  DESIGNATION -  E 37
 OO0228  PID         -  OO0228
 OO0228  STATE/COUNTY-  IA/CHICKASAW
 OO0228  USGS QUAD   -  LAWLER (1981)
 OO0228
 OO0228                         *CURRENT SURVEY CONTROL
 OO0228  ___________________________________________________________________
 OO0228* NAD 83(1986)-  43 04 11.     (N)    092 09 17.     (W)     SCALED    
 OO0228* NAVD 88     -       332.416  (meters)    1090.60   (feet)  ADJUSTED  
 OO0228  ___________________________________________________________________
 OO0228  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 OO0228  DYNAMIC HT  -         332.325 (meters)    1090.30  (feet)  COMP
 OO0228  MODELED GRAV-     980,338.0   (mgal)                       NAVD 88
 OO0228
 OO0228  VERT ORDER  -  SECOND    CLASS 0
 OO0228
 OO0228.The horizontal coordinates were scaled from a topographic map and have
 OO0228.an estimated accuracy of +/- 6 seconds.
 OO0228
 OO0228.The orthometric height was determined by differential leveling
 OO0228.and adjusted by the National Geodetic Survey in June 1991..
 OO0228
 OO0228.The geoid height was determined by GEOID03.
 OO0228
 OO0228.The dynamic height is computed by dividing the NAVD 88
 OO0228.geopotential number by the normal gravity value computed on the
 OO0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0228.degrees latitude (g = 980.6199 gals.).
 OO0228
 OO0228.The modeled gravity was interpolated from observed gravity values.
 OO0228
 OO0228;                    North         East    Units  Estimated Accuracy
 OO0228;SPC IA N     - 1,175,230.    1,609,560.      MT  (+/- 180 meters Scaled)
 OO0228
 OO0228                          SUPERSEDED SURVEY CONTROL
 OO0228
 OO0228  NGVD 29 (??/??/92)  332.419  (m)         1090.61   (f) ADJ UNCH    2 0
 OO0228
 OO0228.Superseded values are not recommended for survey control.
 OO0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0228.See file dsdata.txt to determine how the superseded data were derived.
 OO0228
 OO0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH688689(NAD 83)
 OO0228_MARKER: DB = BENCH MARK DISK
 OO0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0228_STAMPING: E 37 1934
 OO0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0228+STABILITY: SURFACE MOTION
 OO0228
 OO0228  HISTORY     - Date     Condition        Report By
 OO0228  HISTORY     - 1934     MONUMENTED       CGS
 OO0228
 OO0228                          STATION DESCRIPTION
 OO0228
 OO0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0228'IN LAWLER.
 OO0228'AT LAWLER, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 3
 OO0228'BLOCKS WEST OF THE STATION, 30 FEET EAST OF THE CENTER OF A STREET
 OO0228'CROSSING, 33.7 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND
 OO0228'18.4 FEET NORTH OF THE NORTH RAIL OF THE NORTH SIDETRACK.  A STANDARD
 OO0228'DISK, STAMPED E 37 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0228'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0783 ***********************************************************************
 NK0783  DESIGNATION -  E 38 RESET
 NK0783  PID         -  NK0783
 NK0783  STATE/COUNTY-  IA/FAYETTE
 NK0783  USGS QUAD   -  DUMONT SOUTH (1979)
 NK0783
 NK0783                         *CURRENT SURVEY CONTROL
 NK0783  ___________________________________________________________________
 NK0783* NAD 83(1986)-  42 44 30.     (N)    092 58 41.     (W)     SCALED    
 NK0783* NAVD 88     -       328.79   (+/-2cm)    1078.7    (feet)  VERTCON   
 NK0783  ___________________________________________________________________
 NK0783  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 NK0783
 NK0783  VERT ORDER  -  THIRD (See Below)
 NK0783
 NK0783.The horizontal coordinates were scaled from a topographic map and have
 NK0783.an estimated accuracy of +/- 6 seconds.
 NK0783
 NK0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0783.The vertical order pertains to the NGVD 29 superseded value.
 NK0783
 NK0783.The geoid height was determined by GEOID03.
 NK0783
 NK0783;                    North         East    Units  Estimated Accuracy
 NK0783;SPC IA N     - 1,138,050.    1,542,740.      MT  (+/- 180 meters Scaled)
 NK0783
 NK0783                          SUPERSEDED SURVEY CONTROL
 NK0783
 NK0783  NGVD 29 (05/12/04)  328.77   (m)         1078.6    (f) RESET       3  
 NK0783
 NK0783.Superseded values are not recommended for survey control.
 NK0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0783.See file dsdata.txt to determine how the superseded data were derived.
 NK0783
 NK0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH017321(NAD 83)
 NK0783_MARKER: DB = BENCH MARK DISK
 NK0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0783_SP_SET: CONCRETE POST
 NK0783_STAMPING: E 38 RESET 1984
 NK0783_MARK LOGO: NGS   
 NK0783_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0783+STABILITY: SURFACE MOTION
 NK0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0783+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1989
 NK0783
 NK0783  HISTORY     - Date     Condition        Report By
 NK0783  HISTORY     - 1984     MONUMENTED       NGS
 NK0783  HISTORY     - 19890825 GOOD             NGS
 NK0783  HISTORY     - 20051120 MARK NOT FOUND   GEOCAC
 NK0783
 NK0783                          STATION DESCRIPTION
 NK0783
 NK0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NK0783'THE STATION IS LOCATED ABOUT 9.0 KM (5.60 MI) NORTHWEST OF OELWEIN,
 NK0783'3.2 KM (2.00 MI) NORTH OF A SMALL REST AREA AT AN ENTRANCE ROAD TO A
 NK0783'FIELD ON THE NORTH SIDE OF STATE HIGHWAY 3.  OWNERSHIP--DEPARTMENT OF
 NK0783'TRANSPORTATION, 800 LINCOLN WAY, AMES, IA 50010, PHONE (515) 239-1101.
 NK0783'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 150,
 NK0783'ABOUT 3.55 KM (2.20 MI) NORTH OF OELWEIN, GO WEST ON STATE HIGHWAY 3
 NK0783'FOR 5.6 KM (3.50 MI) TO THE INTERSECTION OF COUNTY ROAD W 13.  TURN
 NK0783'RIGHT, NORTH, ON COUNTY ROAD W 13 FOR 3.25 KM (2.00 MI) TO THE
 NK0783'INTERSECTION OF A GRAVEL ROAD.  TURN RIGHT, EAST, ON THE GRAVEL ROAD
 NK0783'FOR 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT.
 NK0783'THE STATION IS A STANDARD NGS BENCHMARK DISK SET ABOUT FLUSH WITH THE
 NK0783'GROUND.  LOCATED 11.2 M (36.7 FT) NORTH OF THE CENTER OF THE ROAD, 1.2
 NK0783'M (3.9 FT) EAST OF AN ANGLE IRON FENCE POST, 0.4 M (1.3 FT) SOUTH OF
 NK0783'THE WIRE FENCE AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 NK0783'DESCRIBED BY M. L. MCCREADY.
 NK0783
 NK0783                          STATION RECOVERY (2005)
 NK0783
 NK0783'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NK0783'THIS DATA SHEET APPEARS TO DESCRIBE THE SAME DISK AS NJ1006 'E 38
 NK0783'RESET' IN FAYETTE CO, IOWA. THE TO-REACH ARRIVES AT THAT DISK AND ALL
 NK0783'ASPECTS OF NK0783 DESCRIPTION FIT THAT LOCATION TO SUFFICIENT
 NK0783'ACCURACY, INCLUDING THE ANGLE IRON FENCE POST. NO EVIDENCE WAS FOUND
 NK0783'TO INDICATE THAT AN ADDITIONAL DISK EXISTS FOR NK0783.
 NK0783' 
 NK0783'LONGITUDE AT THE DESCRIBED LOCATION IS W091 NOT W092. THE VERTCON FROM
 NK0783'NGVD29 TO NAVD88 APPEARS TO BE FOR THAT WRONG LONGITUDE AND THUS
 NK0783'NK0783 ELEVATION IS INCORRECT.  WITH CORRECTED LONGITUDE VERTCON WOULD
 NK0783'AGREE WITH NJ1006.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ1006 ***********************************************************************
 NJ1006  DESIGNATION -  E 38 RESET
 NJ1006  PID         -  NJ1006
 NJ1006  STATE/COUNTY-  IA/FAYETTE
 NJ1006  USGS QUAD   -  OELWEIN (1981)
 NJ1006
 NJ1006                         *CURRENT SURVEY CONTROL
 NJ1006  ___________________________________________________________________
 NJ1006* NAD 83(1986)-  42 44 39.     (N)    091 58 45.     (W)     SCALED    
 NJ1006* NAVD 88     -       328.75   (meters)    1078.6    (feet)  RESET     
 NJ1006  ___________________________________________________________________
 NJ1006  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 NJ1006
 NJ1006  VERT ORDER  -  THIRD
 NJ1006
 NJ1006.The horizontal coordinates were scaled from a topographic map and have
 NJ1006.an estimated accuracy of +/- 6 seconds.
 NJ1006
 NJ1006.The orthometric height was computed from unverified reset data.
 NJ1006
 NJ1006.The geoid height was determined by GEOID03.
 NJ1006
 NJ1006;                    North         East    Units  Estimated Accuracy
 NJ1006;SPC IA N     - 1,139,320.    1,624,510.      MT  (+/- 180 meters Scaled)
 NJ1006
 NJ1006                          SUPERSEDED SURVEY CONTROL
 NJ1006
 NJ1006.No superseded survey control is available for this station.
 NJ1006
 NJ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH835329(NAD 83)
 NJ1006_MARKER: DB = BENCH MARK DISK
 NJ1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ1006_SP_SET: CONCRETE POST
 NJ1006_STAMPING: E 38 RESET 1984
 NJ1006_MARK LOGO: NGS   
 NJ1006_PROJECTION: PROJECTING 15 CENTIMETERS
 NJ1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ1006+STABILITY: SURFACE MOTION
 NJ1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ1006+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2005
 NJ1006
 NJ1006  HISTORY     - Date     Condition        Report By
 NJ1006  HISTORY     - 1984     MONUMENTED       NGS
 NJ1006  HISTORY     - 20051120 GOOD             GEOCAC
 NJ1006
 NJ1006                          STATION DESCRIPTION
 NJ1006
 NJ1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NJ1006'4.4 KM (2.75 MI) SE FROM WESTGATE.
 NJ1006'0.40 KM (0.25 MI) SOUTH ALONG CASS STREET, FROM THE INTERSECTION WITH
 NJ1006'MAIN STREET AND THE POST OFFICE IN WESTGATE, THENCE 0.79 KM (0.50 MI)
 NJ1006'LEFT AND EAST ALONG A PAVED ROAD TO FAYETTE COUNTY ROAD W 13, THENCE
 NJ1006'2.49 KM (1.55 MI) RIGHT AND SOUTH ALONG ROAD W 13 TO A GRAVELED
 NJ1006'CROSSROAD, THENCE 0.16 KM (0.10 MI) LEFT AND EAST ALONG THE GRAVELED
 NJ1006'ROAD TO THE MARK ON THE LEFT, 9.6 M (31.5 FT) NORTH FROM THE
 NJ1006'CENTERLINE OF THE ROAD, 4.3 M (14.1 FT) EAST FROM THE CENTER OF A
 NJ1006'FIELD ENTRANCE AND A GATE, 0.3 M (1.0 FT) SOUTH FROM THE RIGHT-OF-WAY
 NJ1006'FENCE.
 NJ1006'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 NJ1006'THE MARK IS 0.60 M BELOW THE ROAD.
 NJ1006
 NJ1006                          STATION RECOVERY (2005)
 NJ1006
 NJ1006'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ1006'FOUND ALONG 80TH STREET, 700 FEET EAST OF HWY W13 (T AVENUE), EAST OF
 NJ1006'FIELD DRIVE, NORTH OF ROAD. POORLY DEFINED EDGES ON ROAD AND DRIVE DO
 NJ1006'NOT ALLOW PRECISE MEASUREMENTS.
 NJ1006' 
 NJ1006'LOCATED 4 FEET EAST OF ANGLE IRON FENCE POST, 1.3 FT SOUTH OF WOVEN
 NJ1006'WIRE FENCE, 1 FT WEST OF ORANGE POST, DISK IN ROUND CONCRETE POST
 NJ1006'PROJECTING 0 TO 2 INCHES. HANDHELD COORDINATES N42 44 39.2 W091 58
 NJ1006'44.6, SKY VISIBILITY GOOD.
 NJ1006' 
 NJ1006'NK0783 'E 38 RESET' HAS LONGITUDE W092 INSTEAD OF W091 BUT APPEARS TO
 NJ1006'DESCRIBE THIS SAME DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0167 ***********************************************************************
 NK0167  DESIGNATION -  E 39
 NK0167  PID         -  NK0167
 NK0167  STATE/COUNTY-  IA/BLACK HAWK
 NK0167  USGS QUAD   -  NEW HARTFORD (1971)
 NK0167
 NK0167                         *CURRENT SURVEY CONTROL
 NK0167  ___________________________________________________________________
 NK0167* NAD 83(1986)-  42 36 49.     (N)    092 30 09.     (W)     SCALED    
 NK0167* NAVD 88     -       276.247  (meters)     906.32   (feet)  ADJUSTED  
 NK0167  ___________________________________________________________________
 NK0167  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 NK0167  DYNAMIC HT  -         276.157 (meters)     906.03  (feet)  COMP
 NK0167  MODELED GRAV-     980,286.0   (mgal)                       NAVD 88
 NK0167
 NK0167  VERT ORDER  -  SECOND    CLASS 0
 NK0167
 NK0167.The horizontal coordinates were scaled from a topographic map and have
 NK0167.an estimated accuracy of +/- 6 seconds.
 NK0167
 NK0167.The orthometric height was determined by differential leveling
 NK0167.and adjusted by the National Geodetic Survey in June 1991..
 NK0167
 NK0167.The geoid height was determined by GEOID03.
 NK0167
 NK0167.The dynamic height is computed by dividing the NAVD 88
 NK0167.geopotential number by the normal gravity value computed on the
 NK0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0167.degrees latitude (g = 980.6199 gals.).
 NK0167
 NK0167.The modeled gravity was interpolated from observed gravity values.
 NK0167
 NK0167;                    North         East    Units  Estimated Accuracy
 NK0167;SPC IA N     - 1,124,180.    1,581,840.      MT  (+/- 180 meters Scaled)
 NK0167
 NK0167                          SUPERSEDED SURVEY CONTROL
 NK0167
 NK0167  NGVD 29 (??/??/92)  276.256  (m)          906.35   (f) ADJ UNCH    2 0
 NK0167
 NK0167.Superseded values are not recommended for survey control.
 NK0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0167.See file dsdata.txt to determine how the superseded data were derived.
 NK0167
 NK0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH408180(NAD 83)
 NK0167_MARKER: DB = BENCH MARK DISK
 NK0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0167_STAMPING: E 39 1934
 NK0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0167+STABILITY: SURFACE MOTION
 NK0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0167+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2001
 NK0167
 NK0167  HISTORY     - Date     Condition        Report By
 NK0167  HISTORY     - 1934     MONUMENTED       CGS
 NK0167  HISTORY     - 20011101 GOOD             BHCIAE
 NK0167
 NK0167                          STATION DESCRIPTION
 NK0167
 NK0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0167'7.1 MI NW FROM CEDAR FALLS.
 NK0167'7.1 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0167'RAILWAY FROM THE STATION AT CEDAR FALLS, BLACK HAWK COUNTY, ABOUT
 NK0167'1 MILE SOUTHEAST OF WINSLOW, ABOUT 33 YARDS SOUTHEAST OF A
 NK0167'SECTION-ROAD CROSSING, 32.2 FEET NORTHEAST OF THE NORTHEAST
 NK0167'RAIL, AND 15.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A
 NK0167'STANDARD DISK, STAMPED E 39 1934 AND SET IN THE TOP OF A
 NK0167'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 NK0167
 NK0167                          STATION RECOVERY (2001)
 NK0167
 NK0167'RECOVERY NOTE BY BLACK HAWK COUNTY IOWA ENGINEER 2001 (GAT)
 NK0167'LOCATED 1740 FEET EAST OF COUNTY RD. T75 ALONG COUNTY RD. C57 TO
 NK0167'RR-ING.  92 FEET SOUTH OF CL C57, 35 FEET EAST OF CL RR. STANDARD DISK
 NK0167'STAMPED 'E39 1934' IN CENTER OF SHRUB, WITH CONC. POST CHIPPED AND
 NK0167'DISK CRACKED THROUGH CENTER, YET STABLE AND INTACT. UPDATED HORIZ.
 NK0167'POS. TO N=1124161.510 E=1581821.596 (MTR) SPC IA. N. RTKGPS +/- 0.01
 NK0167'(MTR).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0357 ***********************************************************************
 MH0357  DESIGNATION -  E 4
 MH0357  PID         -  MH0357
 MH0357  STATE/COUNTY-  IA/DALLAS
 MH0357  USGS QUAD   -  COMMERCE (1976)
 MH0357
 MH0357                         *CURRENT SURVEY CONTROL
 MH0357  ___________________________________________________________________
 MH0357* NAD 83(1986)-  41 35 00.     (N)    093 48 32.     (W)     SCALED    
 MH0357* NAVD 88     -       299.287  (meters)     981.91   (feet)  ADJUSTED  
 MH0357  ___________________________________________________________________
 MH0357  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 MH0357  DYNAMIC HT  -         299.158 (meters)     981.49  (feet)  COMP
 MH0357  MODELED GRAV-     980,183.9   (mgal)                       NAVD 88
 MH0357
 MH0357  VERT ORDER  -  FIRST     CLASS II
 MH0357
 MH0357.The horizontal coordinates were scaled from a topographic map and have
 MH0357.an estimated accuracy of +/- 6 seconds.
 MH0357
 MH0357.The orthometric height was determined by differential leveling
 MH0357.and adjusted by the National Geodetic Survey in June 1991..
 MH0357
 MH0357.The geoid height was determined by GEOID03.
 MH0357
 MH0357.The dynamic height is computed by dividing the NAVD 88
 MH0357.geopotential number by the normal gravity value computed on the
 MH0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0357.degrees latitude (g = 980.6199 gals.).
 MH0357
 MH0357.The modeled gravity was interpolated from observed gravity values.
 MH0357
 MH0357;                    North         East    Units  Estimated Accuracy
 MH0357;SPC IA S     -   175,880.      474,240.      MT  (+/- 180 meters Scaled)
 MH0357
 MH0357                          SUPERSEDED SURVEY CONTROL
 MH0357
 MH0357  NGVD 29 (??/??/92)  299.234  (m)          981.74   (f) ADJ UNCH    1 2
 MH0357
 MH0357.Superseded values are not recommended for survey control.
 MH0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0357.See file dsdata.txt to determine how the superseded data were derived.
 MH0357
 MH0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG325038(NAD 83)
 MH0357_MARKER: DB = BENCH MARK DISK
 MH0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0357_STAMPING: 981.737 E 4 1930
 MH0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0357+STABILITY: SURFACE MOTION
 MH0357
 MH0357  HISTORY     - Date     Condition        Report By
 MH0357  HISTORY     - 1930     MONUMENTED       CGS
 MH0357  HISTORY     - 1930     GOOD             NGS
 MH0357
 MH0357                          STATION DESCRIPTION
 MH0357
 MH0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 MH0357'4.5 MI SE FROM WAUKEE.
 MH0357'4.5 MILES SOUTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 MH0357'FROM WAUKEE, DALLAS COUNTY, 0.2 MILE NORTHWEST OF MILEPOST
 MH0357'300, 40 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 25
 MH0357'FEET SOUTHEAST OF A POWERLINE POLE, 24 FEET EAST OF THE EAST
 MH0357'FENCE LINE OF A NORTH-AND-SOUTH ROAD FENCED 53 FEET WIDE.  A
 MH0357'STANDARD DISK, STAMPED 981.737 E 4 1930 AND SET IN THE TOP OF A
 MH0357'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0266 ***********************************************************************
 OO0266  DESIGNATION -  E 40
 OO0266  PID         -  OO0266
 OO0266  STATE/COUNTY-  IA/MITCHELL
 OO0266  USGS QUAD   -  ORCHARD (1971)
 OO0266
 OO0266                         *CURRENT SURVEY CONTROL
 OO0266  ___________________________________________________________________
 OO0266* NAD 83(1986)-  43 13 23.     (N)    092 46 21.     (W)     SCALED    
 OO0266* NAVD 88     -       332.636  (meters)    1091.32   (feet)  ADJUSTED  
 OO0266  ___________________________________________________________________
 OO0266  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 OO0266  DYNAMIC HT  -         332.538 (meters)    1091.00  (feet)  COMP
 OO0266  MODELED GRAV-     980,316.0   (mgal)                       NAVD 88
 OO0266
 OO0266  VERT ORDER  -  SECOND    CLASS 0
 OO0266
 OO0266.The horizontal coordinates were scaled from a topographic map and have
 OO0266.an estimated accuracy of +/- 6 seconds.
 OO0266
 OO0266.The orthometric height was determined by differential leveling
 OO0266.and adjusted by the National Geodetic Survey in June 1991..
 OO0266
 OO0266.The geoid height was determined by GEOID03.
 OO0266
 OO0266.The dynamic height is computed by dividing the NAVD 88
 OO0266.geopotential number by the normal gravity value computed on the
 OO0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0266.degrees latitude (g = 980.6199 gals.).
 OO0266
 OO0266.The modeled gravity was interpolated from observed gravity values.
 OO0266
 OO0266;                    North         East    Units  Estimated Accuracy
 OO0266;SPC IA N     - 1,191,650.    1,559,110.      MT  (+/- 180 meters Scaled)
 OO0266
 OO0266                          SUPERSEDED SURVEY CONTROL
 OO0266
 OO0266  NGVD 29 (??/??/92)  332.626  (m)         1091.29   (f) ADJ UNCH    2 0
 OO0266
 OO0266.Superseded values are not recommended for survey control.
 OO0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0266.See file dsdata.txt to determine how the superseded data were derived.
 OO0266
 OO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH184856(NAD 83)
 OO0266_MARKER: DB = BENCH MARK DISK
 OO0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0266_STAMPING: E 40 1934
 OO0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0266+STABILITY: SURFACE MOTION
 OO0266
 OO0266  HISTORY     - Date     Condition        Report By
 OO0266  HISTORY     - 1934     MONUMENTED       CGS
 OO0266
 OO0266                          STATION DESCRIPTION
 OO0266
 OO0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0266'IN ORCHARD.
 OO0266'AT ORCHARD, MITCHELL COUNTY, 250 YARDS SOUTHEAST OF THE ILLINOIS
 OO0266'CENTRAL RAILROAD STATION, 46.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 OO0266'THE MAIN TRACK, 30.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 OO0266'SOUTHWEST SIDETRACK, AND 2 FEET NORTHEAST OF THE RIGHT OF WAY FENCE. A
 OO0266'STANDARD DISK, STAMPED E 40 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0266'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0309 ***********************************************************************
 OO0309  DESIGNATION -  E 41
 OO0309  PID         -  OO0309
 OO0309  STATE/COUNTY-  IA/MITCHELL
 OO0309  USGS QUAD   -  MC INTIRE (1972)
 OO0309
 OO0309                         *CURRENT SURVEY CONTROL
 OO0309  ___________________________________________________________________
 OO0309* NAD 83(1986)-  43 26 16.     (N)    092 35 33.     (W)     SCALED    
 OO0309* NAVD 88     -       390.271  (meters)    1280.41   (feet)  ADJUSTED  
 OO0309  ___________________________________________________________________
 OO0309  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 OO0309  DYNAMIC HT  -         390.170 (meters)    1280.08  (feet)  COMP
 OO0309  MODELED GRAV-     980,350.5   (mgal)                       NAVD 88
 OO0309
 OO0309  VERT ORDER  -  SECOND    CLASS 0
 OO0309
 OO0309.The horizontal coordinates were scaled from a topographic map and have
 OO0309.an estimated accuracy of +/- 6 seconds.
 OO0309
 OO0309.The orthometric height was determined by differential leveling
 OO0309.and adjusted by the National Geodetic Survey in June 1991..
 OO0309
 OO0309.The geoid height was determined by GEOID03.
 OO0309
 OO0309.The dynamic height is computed by dividing the NAVD 88
 OO0309.geopotential number by the normal gravity value computed on the
 OO0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0309.degrees latitude (g = 980.6199 gals.).
 OO0309
 OO0309.The modeled gravity was interpolated from observed gravity values.
 OO0309
 OO0309;                    North         East    Units  Estimated Accuracy
 OO0309;SPC IA N     - 1,215,650.    1,573,470.      MT  (+/- 180 meters Scaled)
 OO0309
 OO0309                          SUPERSEDED SURVEY CONTROL
 OO0309
 OO0309  NGVD 29 (??/??/92)  390.260  (m)         1280.38   (f) ADJ UNCH    2 0
 OO0309
 OO0309.Superseded values are not recommended for survey control.
 OO0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0309.See file dsdata.txt to determine how the superseded data were derived.
 OO0309
 OO0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ329095(NAD 83)
 OO0309_MARKER: DB = BENCH MARK DISK
 OO0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0309_STAMPING: E 41 1934
 OO0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0309+STABILITY: SURFACE MOTION
 OO0309
 OO0309  HISTORY     - Date     Condition        Report By
 OO0309  HISTORY     - 1934     MONUMENTED       CGS
 OO0309  HISTORY     - 1971     MARK NOT FOUND   USGS
 OO0309
 OO0309                          STATION DESCRIPTION
 OO0309
 OO0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0309'IN MCINTIRE.
 OO0309'AT MCINTIRE, MITCHELL COUNTY, 109 FEET SOUTH OF THE SOUTH END OF THE
 OO0309'CHICAGO GREAT WESTERN RAILROAD PASSENGER STATION, 142 YARDS SOUTH OF
 OO0309'THE JUNCTION OF THE BRANCH LEADING TO OSAGE AND THE CHICAGO
 OO0309'MINNEAPOLIS LINE, 48.4 FEET SOUTHEAST OF THE NORTHEAST LEG OF THE
 OO0309'WATER TANK, 38.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE PUMP
 OO0309'HOUSE, AND 75 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK
 OO0309'OF THE MAIN LINE.  A STANDARD DISK, STAMPED E 41 1934 AND SET IN THE
 OO0309'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THE
 OO0309'WATER TANK AND PUMP USED, NO LONGER REMAIN.
 OO0309
 OO0309                          STATION RECOVERY (1971)
 OO0309
 OO0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OO0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0456 ***********************************************************************
 ON0456  DESIGNATION -  E 42
 ON0456  PID         -  ON0456
 ON0456  STATE/COUNTY-  IA/WINNESHIEK
 ON0456  USGS QUAD   -  RIDGEWAY (1981)
 ON0456
 ON0456                         *CURRENT SURVEY CONTROL
 ON0456  ___________________________________________________________________
 ON0456* NAD 83(1986)-  43 15 35.     (N)    091 56 16.     (W)     SCALED    
 ON0456* NAVD 88     -       371.493  (meters)    1218.81   (feet)  ADJUSTED  
 ON0456  ___________________________________________________________________
 ON0456  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 ON0456  DYNAMIC HT  -         371.406 (meters)    1218.52  (feet)  COMP
 ON0456  MODELED GRAV-     980,376.3   (mgal)                       NAVD 88
 ON0456
 ON0456  VERT ORDER  -  SECOND    CLASS 0
 ON0456
 ON0456.The horizontal coordinates were scaled from a topographic map and have
 ON0456.an estimated accuracy of +/- 6 seconds.
 ON0456
 ON0456.The orthometric height was determined by differential leveling
 ON0456.and adjusted by the National Geodetic Survey in June 1991..
 ON0456
 ON0456.The geoid height was determined by GEOID03.
 ON0456
 ON0456.The dynamic height is computed by dividing the NAVD 88
 ON0456.geopotential number by the normal gravity value computed on the
 ON0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0456.degrees latitude (g = 980.6199 gals.).
 ON0456
 ON0456.The modeled gravity was interpolated from observed gravity values.
 ON0456
 ON0456;                    North         East    Units  Estimated Accuracy
 ON0456;SPC IA N     - 1,196,640.    1,626,840.      MT  (+/- 180 meters Scaled)
 ON0456
 ON0456                          SUPERSEDED SURVEY CONTROL
 ON0456
 ON0456  NGVD 29 (??/??/92)  371.509  (m)         1218.86   (f) ADJ UNCH    2 0
 ON0456
 ON0456.Superseded values are not recommended for survey control.
 ON0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0456.See file dsdata.txt to determine how the superseded data were derived.
 ON0456
 ON0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH862902(NAD 83)
 ON0456_MARKER: DB = BENCH MARK DISK
 ON0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0456_STAMPING: E 42 1934
 ON0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0456+STABILITY: SURFACE MOTION
 ON0456
 ON0456  HISTORY     - Date     Condition        Report By
 ON0456  HISTORY     - 1934     MONUMENTED       CGS
 ON0456  HISTORY     - 1977     MARK NOT FOUND   USGS
 ON0456
 ON0456                          STATION DESCRIPTION
 ON0456
 ON0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0456'3.9 MI NW FROM CONOVER.
 ON0456'3.9 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0456'PACIFIC RAILROAD FROM THE STATION AT CONOVER, WINNESHIEK COUNTY,
 ON0456'54 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 21 FEET
 ON0456'EAST OF THE CENTERLINE OF THE ROAD, 21.4 FEET SOUTHWEST OF THE
 ON0456'SOUTHWEST RAIL, AND 17.1 FEET SOUTHEAST OF A CROSSING SIGN.
 ON0456'A STANDARD DISK, STAMPED E 42 1934 AND SET IN THE TOP OF A
 ON0456'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 ON0456
 ON0456                          STATION RECOVERY (1977)
 ON0456
 ON0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0237 ***********************************************************************
 MH0237  DESIGNATION -  E 5
 MH0237  PID         -  MH0237
 MH0237  STATE/COUNTY-  IA/MARION
 MH0237  USGS QUAD   -  OTLEY (1965)
 MH0237
 MH0237                         *CURRENT SURVEY CONTROL
 MH0237  ___________________________________________________________________
 MH0237* NAD 83(1986)-  41 26 36.     (N)    093 00 51.     (W)     SCALED    
 MH0237* NAVD 88     -       270.645  (meters)     887.94   (feet)  ADJUSTED  
 MH0237  ___________________________________________________________________
 MH0237  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 MH0237  DYNAMIC HT  -         270.529 (meters)     887.56  (feet)  COMP
 MH0237  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 MH0237
 MH0237  VERT ORDER  -  FIRST     CLASS II
 MH0237
 MH0237.The horizontal coordinates were scaled from a topographic map and have
 MH0237.an estimated accuracy of +/- 6 seconds.
 MH0237
 MH0237.The orthometric height was determined by differential leveling
 MH0237.and adjusted by the National Geodetic Survey in June 1991..
 MH0237
 MH0237.The geoid height was determined by GEOID03.
 MH0237
 MH0237.The dynamic height is computed by dividing the NAVD 88
 MH0237.geopotential number by the normal gravity value computed on the
 MH0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0237.degrees latitude (g = 980.6199 gals.).
 MH0237
 MH0237.The modeled gravity was interpolated from observed gravity values.
 MH0237
 MH0237;                    North         East    Units  Estimated Accuracy
 MH0237;SPC IA S     -   160,400.      540,600.      MT  (+/- 180 meters Scaled)
 MH0237
 MH0237                          SUPERSEDED SURVEY CONTROL
 MH0237
 MH0237  NGVD 29 (??/??/92)  270.612  (m)          887.83   (f) ADJ UNCH    1 2
 MH0237
 MH0237.Superseded values are not recommended for survey control.
 MH0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0237.See file dsdata.txt to determine how the superseded data were derived.
 MH0237
 MH0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF988879(NAD 83)
 MH0237_MARKER: DB = BENCH MARK DISK
 MH0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0237_STAMPING: 887.833 E 5 1930
 MH0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0237+STABILITY: SURFACE MOTION
 MH0237
 MH0237  HISTORY     - Date     Condition        Report By
 MH0237  HISTORY     - 1930     MONUMENTED       CGS
 MH0237  HISTORY     - 1934     GOOD             NGS
 MH0237
 MH0237                          STATION DESCRIPTION
 MH0237
 MH0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0237'1.9 MI SE FROM OTLEY.
 MH0237'1.9 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0237'RAILWAY FROM THE STATION AT OTLEY, 4 YARDS NORTH OF A FARM-ROAD
 MH0237'CROSSING, 61 FEET EAST OF STATE HIGHWAY 63 AT STATION 311, 44
 MH0237'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 22 FEET
 MH0237'NORTHWEST OF A POLE.  A STANDARD DISK STAMPED 887.833 E 5 1930
 MH0237'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0055 ***********************************************************************
 MH0055  DESIGNATION -  E 6
 MH0055  PID         -  MH0055
 MH0055  STATE/COUNTY-  IA/WAPELLO
 MH0055  USGS QUAD   -  FARSON (1976)
 MH0055
 MH0055                         *CURRENT SURVEY CONTROL
 MH0055  ___________________________________________________________________
 MH0055* NAD 83(1986)-  41 06 12.     (N)    092 18 55.     (W)     SCALED    
 MH0055* NAVD 88     -       228.946  (meters)     751.13   (feet)  ADJUSTED  
 MH0055  ___________________________________________________________________
 MH0055  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MH0055  DYNAMIC HT  -         228.844 (meters)     750.80  (feet)  COMP
 MH0055  MODELED GRAV-     980,173.4   (mgal)                       NAVD 88
 MH0055
 MH0055  VERT ORDER  -  FIRST     CLASS II
 MH0055
 MH0055.The horizontal coordinates were scaled from a topographic map and have
 MH0055.an estimated accuracy of +/- 6 seconds.
 MH0055
 MH0055.The orthometric height was determined by differential leveling
 MH0055.and adjusted by the National Geodetic Survey in June 1991..
 MH0055
 MH0055.The geoid height was determined by GEOID03.
 MH0055
 MH0055.The dynamic height is computed by dividing the NAVD 88
 MH0055.geopotential number by the normal gravity value computed on the
 MH0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0055.degrees latitude (g = 980.6199 gals.).
 MH0055
 MH0055.The modeled gravity was interpolated from observed gravity values.
 MH0055
 MH0055;                    North         East    Units  Estimated Accuracy
 MH0055;SPC IA S     -   123,200.      599,510.      MT  (+/- 180 meters Scaled)
 MH0055
 MH0055                          SUPERSEDED SURVEY CONTROL
 MH0055
 MH0055  NGVD 29 (??/??/92)  228.944  (m)          751.13   (f) ADJ UNCH    1 2
 MH0055
 MH0055.Superseded values are not recommended for survey control.
 MH0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0055.See file dsdata.txt to determine how the superseded data were derived.
 MH0055
 MH0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF574504(NAD 83)
 MH0055_MARKER: DB = BENCH MARK DISK
 MH0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0055_SP_SET: BRIDGE
 MH0055_STAMPING: 751.127 E 6 1930
 MH0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0055
 MH0055  HISTORY     - Date     Condition        Report By
 MH0055  HISTORY     - 1930     MONUMENTED       CGS
 MH0055  HISTORY     - 1940     GOOD             NGS
 MH0055
 MH0055                          STATION DESCRIPTION
 MH0055
 MH0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MH0055'3 MI SW FROM FARSON.
 MH0055'3.0 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MH0055'PACIFIC RAILROAD FROM FARSON, WAPELLO, COUNTY, AT BRIDGE 1-1138
 MH0055'OVER A NORTH-AND-SOUTH HIGHWAY, AND IN THE GUARD RAIL OF THE
 MH0055'NORTHWEST WING WALL.  A STANDARD DISK, STAMPED 751.127 E 6 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0658 ***********************************************************************
 MJ0658  DESIGNATION -  E 69
 MJ0658  PID         -  MJ0658
 MJ0658  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0658  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0658
 MJ0658                         *CURRENT SURVEY CONTROL
 MJ0658  ___________________________________________________________________
 MJ0658* NAD 83(1986)-  41 15 02.     (N)    095 53 02.     (W)     SCALED    
 MJ0658* NAVD 88     -       298.877  (meters)     980.57   (feet)  ADJUSTED  
 MJ0658  ___________________________________________________________________
 MJ0658  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 MJ0658  DYNAMIC HT  -         298.755 (meters)     980.17  (feet)  COMP
 MJ0658  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 MJ0658
 MJ0658  VERT ORDER  -  FIRST     CLASS II
 MJ0658
 MJ0658.The horizontal coordinates were scaled from a topographic map and have
 MJ0658.an estimated accuracy of +/- 6 seconds.
 MJ0658
 MJ0658.The orthometric height was determined by differential leveling
 MJ0658.and adjusted by the National Geodetic Survey in June 1991..
 MJ0658
 MJ0658.The geoid height was determined by GEOID03.
 MJ0658
 MJ0658.The dynamic height is computed by dividing the NAVD 88
 MJ0658.geopotential number by the normal gravity value computed on the
 MJ0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0658.degrees latitude (g = 980.6199 gals.).
 MJ0658
 MJ0658.The modeled gravity was interpolated from observed gravity values.
 MJ0658
 MJ0658;                    North         East    Units  Estimated Accuracy
 MJ0658;SPC IA S     -   141,610.      300,230.      MT  (+/- 180 meters Scaled)
 MJ0658
 MJ0658                          SUPERSEDED SURVEY CONTROL
 MJ0658
 MJ0658  NGVD 29 (??/??/92)  298.763  (m)          980.19   (f) ADJ UNCH    1 2
 MJ0658
 MJ0658.Superseded values are not recommended for survey control.
 MJ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0658.See file dsdata.txt to determine how the superseded data were derived.
 MJ0658
 MJ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF583705(NAD 83)
 MJ0658_MARKER: DB = BENCH MARK DISK
 MJ0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0658_STAMPING: E 69 1935
 MJ0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0658+STABILITY: SURFACE MOTION
 MJ0658
 MJ0658  HISTORY     - Date     Condition        Report By
 MJ0658  HISTORY     - 1935     MONUMENTED       CGS
 MJ0658  HISTORY     - 1947     GOOD             NGS
 MJ0658  HISTORY     - 19890825 MARK NOT FOUND   NGS
 MJ0658
 MJ0658                          STATION DESCRIPTION
 MJ0658
 MJ0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0658'AT COUNCIL BLUFFS.
 MJ0658'0.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MJ0658'AT COUNCIL BLUFFS, 228 FEET NORTHEAST OF THE NORTHWEST CORNER
 MJ0658'OF COUNCIL BLUFFS TOWER A, 209 FEET WEST OF A FLOODLIGHT TOWER,
 MJ0658'118 FEET WEST OF A RAILWAY SIGNAL, 61 FEET EAST OF THE CENTER
 MJ0658'LINE OF A NORTH-SOUTH ROAD, 43 FEET NORTH OF THE CENTER LINE
 MJ0658'OF THE NORTH TRACK AND 3 FEET LOWER, 3 FEET NORTH OF A PICKET
 MJ0658'FENCE, 2 FEET SOUTH OF A 4 X 4 MARKER POST, SET IN THE TOP OF
 MJ0658'A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 MJ0658
 MJ0658                          STATION RECOVERY (1989)
 MJ0658
 MJ0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0038 ***********************************************************************
 LE0038  DESIGNATION -  E 7
 LE0038  PID         -  LE0038
 LE0038  STATE/COUNTY-  IA/DAVIS
 LE0038  USGS QUAD   -  OTTUMWA SOUTH (1976)
 LE0038
 LE0038                         *CURRENT SURVEY CONTROL
 LE0038  ___________________________________________________________________
 LE0038* NAD 83(1986)-  40 53 38.     (N)    092 25 17.     (W)     SCALED    
 LE0038* NAVD 88     -       210.753  (meters)     691.45   (feet)  ADJUSTED  
 LE0038  ___________________________________________________________________
 LE0038  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LE0038  DYNAMIC HT  -         210.653 (meters)     691.12  (feet)  COMP
 LE0038  MODELED GRAV-     980,145.2   (mgal)                       NAVD 88
 LE0038
 LE0038  VERT ORDER  -  FIRST     CLASS II
 LE0038
 LE0038.The horizontal coordinates were scaled from a topographic map and have
 LE0038.an estimated accuracy of +/- 6 seconds.
 LE0038
 LE0038.The orthometric height was determined by differential leveling
 LE0038.and adjusted by the National Geodetic Survey in June 1991..
 LE0038
 LE0038.The geoid height was determined by GEOID03.
 LE0038
 LE0038.The dynamic height is computed by dividing the NAVD 88
 LE0038.geopotential number by the normal gravity value computed on the
 LE0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0038.degrees latitude (g = 980.6199 gals.).
 LE0038
 LE0038.The modeled gravity was interpolated from observed gravity values.
 LE0038
 LE0038;                    North         East    Units  Estimated Accuracy
 LE0038;SPC IA S     -    99,830.      590,890.      MT  (+/- 180 meters Scaled)
 LE0038
 LE0038                          SUPERSEDED SURVEY CONTROL
 LE0038
 LE0038  NGVD 29 (??/??/92)  210.738  (m)          691.40   (f) ADJ UNCH    1 2
 LE0038
 LE0038.Superseded values are not recommended for survey control.
 LE0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0038.See file dsdata.txt to determine how the superseded data were derived.
 LE0038
 LE0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF487271(NAD 83)
 LE0038_MARKER: DB = BENCH MARK DISK
 LE0038_SETTING: 0 = UNSPECIFIED SETTING
 LE0038_STAMPING: 691.370 E 7 1930
 LE0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0038
 LE0038  HISTORY     - Date     Condition        Report By
 LE0038  HISTORY     - 1930     MONUMENTED       CGS
 LE0038  HISTORY     - 1955     GOOD             NGS
 LE0038
 LE0038                          STATION DESCRIPTION
 LE0038
 LE0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LE0038'AT CARBON.
 LE0038'REVISED DESCRIPTION-- AT CARBON, DAVIS COUNTY, 75 FEET SOUTH
 LE0038'AND 22 FEET WEST OF THE RAILROAD FROM MILEPOST 269, 47 FEET
 LE0038'SOUTH AND 12 FEET EAST OF THE RAILROAD CROSSING, AT THE EAST
 LE0038'EDGE OF A DITCH AND 4 INCHES BELOW THE GROUND.  A STANDARD
 LE0038'DISK, STAMPED 691.370 E 7 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0353 ***********************************************************************
 MG0353  DESIGNATION -  E 71
 MG0353  PID         -  MG0353
 MG0353  STATE/COUNTY-  IA/JONES
 MG0353  USGS QUAD   -  OXFORD JUNCTION (1980)
 MG0353
 MG0353                         *CURRENT SURVEY CONTROL
 MG0353  ___________________________________________________________________
 MG0353* NAD 83(1986)-  41 59 01.     (N)    090 57 24.     (W)     SCALED    
 MG0353* NAVD 88     -       222.383  (meters)     729.60   (feet)  ADJUSTED  
 MG0353  ___________________________________________________________________
 MG0353  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 MG0353  DYNAMIC HT  -         222.305 (meters)     729.35  (feet)  COMP
 MG0353  MODELED GRAV-     980,268.0   (mgal)                       NAVD 88
 MG0353
 MG0353  VERT ORDER  -  SECOND    CLASS 0
 MG0353
 MG0353.The horizontal coordinates were scaled from a topographic map and have
 MG0353.an estimated accuracy of +/- 6 seconds.
 MG0353
 MG0353.The orthometric height was determined by differential leveling
 MG0353.and adjusted by the National Geodetic Survey in June 1991..
 MG0353
 MG0353.The geoid height was determined by GEOID03.
 MG0353
 MG0353.The dynamic height is computed by dividing the NAVD 88
 MG0353.geopotential number by the normal gravity value computed on the
 MG0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0353.degrees latitude (g = 980.6199 gals.).
 MG0353
 MG0353.The modeled gravity was interpolated from observed gravity values.
 MG0353
 MG0353;                    North         East    Units  Estimated Accuracy
 MG0353;SPC IA N     - 1,056,890.    1,710,740.      MT  (+/- 180 meters Scaled)
 MG0353
 MG0353                          SUPERSEDED SURVEY CONTROL
 MG0353
 MG0353  NGVD 29 (??/??/92)  222.420  (m)          729.72   (f) ADJ UNCH    2 0
 MG0353
 MG0353.Superseded values are not recommended for survey control.
 MG0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0353.See file dsdata.txt to determine how the superseded data were derived.
 MG0353
 MG0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG692499(NAD 83)
 MG0353_MARKER: DB = BENCH MARK DISK
 MG0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0353_SP_SET: BUILDING
 MG0353_STAMPING: E 71 1934
 MG0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0353
 MG0353  HISTORY     - Date     Condition        Report By
 MG0353  HISTORY     - 1934     MONUMENTED       CGS
 MG0353  HISTORY     - 19960830 GOOD             USPSQD
 MG0353  HISTORY     - 19980805 GOOD             USPSQD
 MG0353
 MG0353                          STATION DESCRIPTION
 MG0353
 MG0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0353'AT OXFORD JUNCTION.
 MG0353'AT OXFORD JUNCTION, JONES COUNTY, AT THE OXFORD JUNCTION SAVINGS
 MG0353'BANK BUILDING, IN THE NORTH SIDE OF THE BRICK WALL, 2 FEET WEST
 MG0353'OF THE FRONT ENTRANCE, AND 4.5 FEET ABOVE THE SIDEWALK.  A
 MG0353'STANDARD DISK, STAMPED E 71 1934 AND SET VERTICALLY.
 MG0353
 MG0353                          STATION RECOVERY (1996)
 MG0353
 MG0353'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0353'RECOVERED IN GOOD CONDITION.
 MG0353
 MG0353                          STATION RECOVERY (1998)
 MG0353
 MG0353'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0533 ***********************************************************************
 NJ0533  DESIGNATION -  E 72
 NJ0533  PID         -  NJ0533
 NJ0533  STATE/COUNTY-  IA/DELAWARE
 NJ0533  USGS QUAD   -  EARLVILLE (1973)
 NJ0533
 NJ0533                         *CURRENT SURVEY CONTROL
 NJ0533  ___________________________________________________________________
 NJ0533* NAD 83(1986)-  42 26 42.     (N)    091 21 23.     (W)     SCALED    
 NJ0533* NAVD 88     -       311.400  (meters)    1021.65   (feet)  ADJUSTED  
 NJ0533  ___________________________________________________________________
 NJ0533  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 NJ0533  DYNAMIC HT  -         311.309 (meters)    1021.35  (feet)  COMP
 NJ0533  MODELED GRAV-     980,321.8   (mgal)                       NAVD 88
 NJ0533
 NJ0533  VERT ORDER  -  SECOND    CLASS 0
 NJ0533
 NJ0533.The horizontal coordinates were scaled from a topographic map and have
 NJ0533.an estimated accuracy of +/- 6 seconds.
 NJ0533
 NJ0533.The orthometric height was determined by differential leveling
 NJ0533.and adjusted by the National Geodetic Survey in June 1991..
 NJ0533
 NJ0533.The geoid height was determined by GEOID03.
 NJ0533
 NJ0533.The dynamic height is computed by dividing the NAVD 88
 NJ0533.geopotential number by the normal gravity value computed on the
 NJ0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0533.degrees latitude (g = 980.6199 gals.).
 NJ0533
 NJ0533.The modeled gravity was interpolated from observed gravity values.
 NJ0533
 NJ0533;                    North         East    Units  Estimated Accuracy
 NJ0533;SPC IA N     - 1,107,200.    1,676,330.      MT  (+/- 180 meters Scaled)
 NJ0533
 NJ0533                          SUPERSEDED SURVEY CONTROL
 NJ0533
 NJ0533  NGVD 29 (??/??/92)  311.433  (m)         1021.76   (f) ADJ UNCH    2 0
 NJ0533
 NJ0533.Superseded values are not recommended for survey control.
 NJ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0533.See file dsdata.txt to determine how the superseded data were derived.
 NJ0533
 NJ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH351004(NAD 83)
 NJ0533_MARKER: DB = BENCH MARK DISK
 NJ0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0533_STAMPING: E 72 1934
 NJ0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0533+STABILITY: SURFACE MOTION
 NJ0533
 NJ0533  HISTORY     - Date     Condition        Report By
 NJ0533  HISTORY     - 1934     MONUMENTED       CGS
 NJ0533
 NJ0533                          STATION DESCRIPTION
 NJ0533
 NJ0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0533'2.2 MI SE FROM DELAWARE.
 NJ0533'2.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0533'PACIFIC RAILROAD FROM THE STATION AT DELAWARE, DELAWARE COUNTY,
 NJ0533'2 POLES NORTH OF MILEPOST 43, AT A PRIVATE ROAD CROSSING, 35
 NJ0533'FEET WEST OF THE CENTERLINE OF THE TRACK, 12 FEET SOUTH OF
 NJ0533'THE CENTER OF A GATE, 8 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 NJ0533'AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED E
 NJ0533'72 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0506 ***********************************************************************
 NJ0506  DESIGNATION -  E 73
 NJ0506  PID         -  NJ0506
 NJ0506  STATE/COUNTY-  IA/DELAWARE
 NJ0506  USGS QUAD   -  DYERSVILLE WEST (1965)
 NJ0506
 NJ0506                         *CURRENT SURVEY CONTROL
 NJ0506  ___________________________________________________________________
 NJ0506* NAD 83(1986)-  42 29 25.     (N)    091 08 49.     (W)     SCALED    
 NJ0506* NAVD 88     -       288.558  (meters)     946.71   (feet)  ADJUSTED  
 NJ0506  ___________________________________________________________________
 NJ0506  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 NJ0506  DYNAMIC HT  -         288.467 (meters)     946.41  (feet)  COMP
 NJ0506  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 NJ0506
 NJ0506  VERT ORDER  -  SECOND    CLASS 0
 NJ0506
 NJ0506.The horizontal coordinates were scaled from a topographic map and have
 NJ0506.an estimated accuracy of +/- 6 seconds.
 NJ0506
 NJ0506.The orthometric height was determined by differential leveling
 NJ0506.and adjusted by the National Geodetic Survey in June 1991..
 NJ0506
 NJ0506.The geoid height was determined by GEOID03.
 NJ0506
 NJ0506.The dynamic height is computed by dividing the NAVD 88
 NJ0506.geopotential number by the normal gravity value computed on the
 NJ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0506.degrees latitude (g = 980.6199 gals.).
 NJ0506
 NJ0506.The modeled gravity was interpolated from observed gravity values.
 NJ0506
 NJ0506;                    North         East    Units  Estimated Accuracy
 NJ0506;SPC IA N     - 1,112,690.    1,693,410.      MT  (+/- 180 meters Scaled)
 NJ0506
 NJ0506                          SUPERSEDED SURVEY CONTROL
 NJ0506
 NJ0506  NGVD 29 (??/??/92)  288.585  (m)          946.80   (f) ADJ UNCH    2 0
 NJ0506
 NJ0506.Superseded values are not recommended for survey control.
 NJ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0506.See file dsdata.txt to determine how the superseded data were derived.
 NJ0506
 NJ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH522058(NAD 83)
 NJ0506_MARKER: DB = BENCH MARK DISK
 NJ0506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0506_SP_SET: ABUTMENT
 NJ0506_STAMPING: E 73 1934
 NJ0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0506
 NJ0506  HISTORY     - Date     Condition        Report By
 NJ0506  HISTORY     - 1934     MONUMENTED       CGS
 NJ0506  HISTORY     - 20060415 MARK NOT FOUND   GEOCAC
 NJ0506
 NJ0506                          STATION DESCRIPTION
 NJ0506
 NJ0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0506'1.3 MI NW FROM DYERSVILLE.
 NJ0506'IN DELAWARE COUNTY, 1.3 MILES NORTHWEST ALONG THE CHICAGO GREAT
 NJ0506'WESTERN RAILROAD FROM THE STATION AT DYERSVILLE, DUBUQUE COUNTY,
 NJ0506'27 POLES NORTHWEST OF MILEPOST 203, AT A PUBLIC-ROAD CROSSING,
 NJ0506'AT A 60-FOOT HIGHWAY BRIDGE, IN THE TOP OF THE CORNER OF THE
 NJ0506'EAST WINGWALL OF THE SOUTH CONCRETE ABUTMENT, AND 66 FEET NORTH
 NJ0506'OF THE CENTERLINE OF THE TRACK, AND ABOUT LEVEL WITH THE TRACK.
 NJ0506'A STANDARD DISK, STAMPED E 73 1934.
 NJ0506
 NJ0506                          STATION RECOVERY (2006)
 NJ0506
 NJ0506'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0506'RAILROAD IS ABANDONED AND DISMANTLED.  TWO NEWER CORRUGATED PIPE
 NJ0506'CULVERTS HAVE BEEN INSTALLED AT THE LOCATION.  NO EVIDENCE OF THE MARK
 NJ0506'WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0562 ***********************************************************************
 NJ0562  DESIGNATION -  E 75
 NJ0562  PID         -  NJ0562
 NJ0562  STATE/COUNTY-  IA/BUCHANAN
 NJ0562  USGS QUAD   -  QUASQUETON (1982)
 NJ0562
 NJ0562                         *CURRENT SURVEY CONTROL
 NJ0562  ___________________________________________________________________
 NJ0562* NAD 83(1986)-  42 23 08.     (N)    091 51 38.     (W)     SCALED    
 NJ0562* NAVD 88     -       283.150  (meters)     928.97   (feet)  ADJUSTED  
 NJ0562  ___________________________________________________________________
 NJ0562  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 NJ0562  DYNAMIC HT  -         283.067 (meters)     928.70  (feet)  COMP
 NJ0562  MODELED GRAV-     980,318.0   (mgal)                       NAVD 88
 NJ0562
 NJ0562  VERT ORDER  -  SECOND    CLASS 0
 NJ0562
 NJ0562.The horizontal coordinates were scaled from a topographic map and have
 NJ0562.an estimated accuracy of +/- 6 seconds.
 NJ0562
 NJ0562.The orthometric height was determined by differential leveling
 NJ0562.and adjusted by the National Geodetic Survey in June 1991..
 NJ0562
 NJ0562.The geoid height was determined by GEOID03.
 NJ0562
 NJ0562.The dynamic height is computed by dividing the NAVD 88
 NJ0562.geopotential number by the normal gravity value computed on the
 NJ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0562.degrees latitude (g = 980.6199 gals.).
 NJ0562
 NJ0562.The modeled gravity was interpolated from observed gravity values.
 NJ0562
 NJ0562;                    North         East    Units  Estimated Accuracy
 NJ0562;SPC IA N     - 1,099,670.    1,634,990.      MT  (+/- 180 meters Scaled)
 NJ0562
 NJ0562                          SUPERSEDED SURVEY CONTROL
 NJ0562
 NJ0562  NGVD 29 (??/??/92)  283.182  (m)          929.07   (f) ADJ UNCH    2 0
 NJ0562
 NJ0562.Superseded values are not recommended for survey control.
 NJ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0562.See file dsdata.txt to determine how the superseded data were derived.
 NJ0562
 NJ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG937932(NAD 83)
 NJ0562_MARKER: DB = BENCH MARK DISK
 NJ0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0562_STAMPING: E 75 1934
 NJ0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0562+STABILITY: SURFACE MOTION
 NJ0562
 NJ0562  HISTORY     - Date     Condition        Report By
 NJ0562  HISTORY     - 1934     MONUMENTED       CGS
 NJ0562  HISTORY     - 1982     MARK NOT FOUND   NGS
 NJ0562
 NJ0562                          STATION DESCRIPTION
 NJ0562
 NJ0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0562'1.2 MI NW FROM ROWLEY.
 NJ0562'1.2 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0562'RAILWAY FROM THE SCHOOL AT ROWLEY, BUCHANAN COUNTY, 19-1/2 POLES
 NJ0562'NORTHWEST OF MILEPOST 32, AT A PUBLIC ROAD CROSSING, 50 YARDS
 NJ0562'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 45 FEET SOUTHWEST OF
 NJ0562'THE CENTERLINE OF THE TRACK, 40 FEET NORTHWEST OF THE CENTERLINE
 NJ0562'OF A FIELD GATE, 5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND
 NJ0562'4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 75
 NJ0562'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NJ0562
 NJ0562                          STATION RECOVERY (1982)
 NJ0562
 NJ0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NJ0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0634 ***********************************************************************
 MG0634  DESIGNATION -  E 76
 MG0634  PID         -  MG0634
 MG0634  STATE/COUNTY-  IA/LINN
 MG0634  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0634
 MG0634                         *CURRENT SURVEY CONTROL
 MG0634  ___________________________________________________________________
 MG0634* NAD 83(1986)-  41 56 40.     (N)    091 38 12.     (W)     SCALED    
 MG0634* NAVD 88     -       225.567  (meters)     740.05   (feet)  ADJUSTED  
 MG0634  ___________________________________________________________________
 MG0634  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 MG0634  DYNAMIC HT  -         225.483 (meters)     739.77  (feet)  COMP
 MG0634  MODELED GRAV-     980,244.2   (mgal)                       NAVD 88
 MG0634
 MG0634  VERT ORDER  -  FIRST     CLASS II
 MG0634
 MG0634.The horizontal coordinates were scaled from a topographic map and have
 MG0634.an estimated accuracy of +/- 6 seconds.
 MG0634
 MG0634.The orthometric height was determined by differential leveling
 MG0634.and adjusted by the National Geodetic Survey in June 1991..
 MG0634
 MG0634.The geoid height was determined by GEOID03.
 MG0634
 MG0634.The dynamic height is computed by dividing the NAVD 88
 MG0634.geopotential number by the normal gravity value computed on the
 MG0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0634.degrees latitude (g = 980.6199 gals.).
 MG0634
 MG0634.The modeled gravity was interpolated from observed gravity values.
 MG0634
 MG0634;                    North         East    Units  Estimated Accuracy
 MG0634;SPC IA N     - 1,051,070.    1,654,500.      MT  (+/- 180 meters Scaled)
 MG0634
 MG0634                          SUPERSEDED SURVEY CONTROL
 MG0634
 MG0634  NGVD 29 (??/??/92)  225.590  (m)          740.12   (f) ADJ UNCH    1 2
 MG0634
 MG0634.Superseded values are not recommended for survey control.
 MG0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0634.See file dsdata.txt to determine how the superseded data were derived.
 MG0634
 MG0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG130445(NAD 83)
 MG0634_MARKER: DB = BENCH MARK DISK
 MG0634_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MG0634_SP_SET: HEADWALL
 MG0634_STAMPING: E 76 1934
 MG0634_MARK LOGO: CGS   
 MG0634_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0634+STABILITY: SURFACE MOTION
 MG0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0634+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1998
 MG0634
 MG0634  HISTORY     - Date     Condition        Report By
 MG0634  HISTORY     - 1934     MONUMENTED       CGS
 MG0634  HISTORY     - 1981     GOOD             LOCSUR
 MG0634  HISTORY     - 19940330 GOOD             USGS
 MG0634  HISTORY     - 19980107 GOOD             NGS
 MG0634
 MG0634                          STATION DESCRIPTION
 MG0634
 MG0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0634'3.7 MI SE FROM CEDAR RAPIDS.
 MG0634'3.7 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0634'RAILWAY FROM THE STATION AT CEDAR RAPIDS, LINN COUNTY, 22 POLES
 MG0634'NORTH OF MILEPOST 94, 310 FEET SOUTH OF CHICAGO, AND NORTH
 MG0634'WESTERN RAILWAY UNDERPASS 946, AT A STONE ARCH HIGHWAY UNDERPASS,
 MG0634'IN THE TOP OF THE EAST STONE HEAD WALL, 10 FEET NORTH OF THE
 MG0634'SOUTH END, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 MG0634'E 76 1934.
 MG0634
 MG0634                          STATION RECOVERY (1981)
 MG0634
 MG0634'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 MG0634'RECOVERED IN GOOD CONDITION.
 MG0634
 MG0634                          STATION RECOVERY (1994)
 MG0634
 MG0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (RLK)
 MG0634'RECOVERED AS DESCRIBED.
 MG0634
 MG0634                          STATION RECOVERY (1998)
 MG0634
 MG0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0634'IN CEDAR RAPIDS, AT THE INTERSECTION OF C STREET SOUTHWEST AND ELY
 MG0634'ROAD SOUTHWEST, NEAR THE CENTER OF THE EAST STONE HEADWALL OF AN
 MG0634'ABANDONED RAILROAD OVERPASS OF THE ROAD, 74.8 M (245.4 FT) EAST OF THE
 MG0634'STREET CENTERLINE, 3.5 M (11.5 FT) ABOVE THE LEVEL OF THE ROAD, AND ON
 MG0634'THE ROAD CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0390 ***********************************************************************
 MG0390  DESIGNATION -  E 77
 MG0390  PID         -  MG0390
 MG0390  STATE/COUNTY-  IA/MUSCATINE
 MG0390  USGS QUAD   -  WEST LIBERTY (1965)
 MG0390
 MG0390                         *CURRENT SURVEY CONTROL
 MG0390  ___________________________________________________________________
 MG0390* NAD 83(1986)-  41 30 22.     (N)    091 17 39.     (W)     SCALED    
 MG0390* NAVD 88     -       194.336  (meters)     637.58   (feet)  ADJUSTED  
 MG0390  ___________________________________________________________________
 MG0390  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 MG0390  DYNAMIC HT  -         194.260 (meters)     637.33  (feet)  COMP
 MG0390  MODELED GRAV-     980,227.0   (mgal)                       NAVD 88
 MG0390
 MG0390  VERT ORDER  -  SECOND    CLASS 0
 MG0390
 MG0390.The horizontal coordinates were scaled from a topographic map and have
 MG0390.an estimated accuracy of +/- 6 seconds.
 MG0390
 MG0390.The orthometric height was determined by differential leveling
 MG0390.and adjusted by the National Geodetic Survey in June 1991..
 MG0390
 MG0390.The geoid height was determined by GEOID03.
 MG0390
 MG0390.The dynamic height is computed by dividing the NAVD 88
 MG0390.geopotential number by the normal gravity value computed on the
 MG0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0390.degrees latitude (g = 980.6199 gals.).
 MG0390
 MG0390.The modeled gravity was interpolated from observed gravity values.
 MG0390
 MG0390;                    North         East    Units  Estimated Accuracy
 MG0390;SPC IA S     -   169,590.      684,140.      MT  (+/- 180 meters Scaled)
 MG0390
 MG0390                          SUPERSEDED SURVEY CONTROL
 MG0390
 MG0390  NGVD 29 (??/??/92)  194.390  (m)          637.76   (f) ADJ UNCH    2 0
 MG0390
 MG0390.Superseded values are not recommended for survey control.
 MG0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0390.See file dsdata.txt to determine how the superseded data were derived.
 MG0390
 MG0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF423963(NAD 83)
 MG0390_MARKER: DB = BENCH MARK DISK
 MG0390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0390_SP_SET: ABUTMENT
 MG0390_STAMPING: E 77 1934
 MG0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0390
 MG0390  HISTORY     - Date     Condition        Report By
 MG0390  HISTORY     - 1934     MONUMENTED       CGS
 MG0390  HISTORY     - 19980716 GOOD             USPSQD
 MG0390  HISTORY     - 19980814 GOOD             USPSQD
 MG0390  HISTORY     - 20060603 GOOD             GEOCAC
 MG0390
 MG0390                          STATION DESCRIPTION
 MG0390
 MG0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0390'2.2 MI NE FROM NICHOLS.
 MG0390'2.2 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND, AND PACIFIC
 MG0390'RAILWAY FROM THE CITY HALL AT NICHOLS, MUSCATINE COUNTY, 23 POLES
 MG0390'NORTHEAST OF MILEPOST 56, AT 72-FOOT STEEL BRIDGE 567, IN THE TOP
 MG0390'OF THE WEST END OF THE BACKWALL OF THE NORTH STONE ABUTMENT, 10 FEET
 MG0390'WEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN THE TRACK.
 MG0390'A STANDARD DISK, STAMPED E 77 1934.
 MG0390
 MG0390                          STATION RECOVERY (1998)
 MG0390
 MG0390'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0390'RECOVERED IN GOOD CONDITION.
 MG0390
 MG0390                          STATION RECOVERY (1998)
 MG0390
 MG0390'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0390'RECOVERED IN GOOD CONDITION.
 MG0390
 MG0390                          STATION RECOVERY (2006)
 MG0390
 MG0390'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MG0390'RR DISMANTLED AND CONVERTED TO HOOVER NATURE TRAIL WITH WOODEN BRIDGE
 MG0390'OVER OLD ABUTMENT. DISK IS 1.4 FT SOUTH OF ORANGE WITNESS POST.
 MG0390'HANDHELD COORDINATES N41 30 22.8 W091 17 38.4, SKY VISIBILITY SLIGHTLY
 MG0390'LIMITED BY TREES TO EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0357 ***********************************************************************
 MG0357  DESIGNATION -  E 78
 MG0357  PID         -  MG0357
 MG0357  STATE/COUNTY-  IA/CEDAR
 MG0357  USGS QUAD   -  BENNETT (1991)
 MG0357
 MG0357                         *CURRENT SURVEY CONTROL
 MG0357  ___________________________________________________________________
 MG0357* NAD 83(1986)-  41 43 15.     (N)    090 53 32.     (W)     SCALED    
 MG0357* NAVD 88     -       243.768  (meters)     799.76   (feet)  ADJUSTED  
 MG0357  ___________________________________________________________________
 MG0357  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 MG0357  DYNAMIC HT  -         243.678 (meters)     799.47  (feet)  COMP
 MG0357  MODELED GRAV-     980,247.6   (mgal)                       NAVD 88
 MG0357
 MG0357  VERT ORDER  -  SECOND    CLASS 0
 MG0357
 MG0357.The horizontal coordinates were scaled from a topographic map and have
 MG0357.an estimated accuracy of +/- 6 seconds.
 MG0357
 MG0357.The orthometric height was determined by differential leveling
 MG0357.and adjusted by the National Geodetic Survey in June 1991..
 MG0357
 MG0357.The geoid height was determined by GEOID03.
 MG0357
 MG0357.The dynamic height is computed by dividing the NAVD 88
 MG0357.geopotential number by the normal gravity value computed on the
 MG0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0357.degrees latitude (g = 980.6199 gals.).
 MG0357
 MG0357.The modeled gravity was interpolated from observed gravity values.
 MG0357
 MG0357;                    North         East    Units  Estimated Accuracy
 MG0357;SPC IA S     -   194,350.      716,960.      MT  (+/- 180 meters Scaled)
 MG0357
 MG0357                          SUPERSEDED SURVEY CONTROL
 MG0357
 MG0357  NGVD 29 (??/??/92)  243.803  (m)          799.88   (f) ADJ UNCH    2 0
 MG0357
 MG0357.Superseded values are not recommended for survey control.
 MG0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0357.See file dsdata.txt to determine how the superseded data were derived.
 MG0357
 MG0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG753209(NAD 83)
 MG0357_MARKER: DB = BENCH MARK DISK
 MG0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0357_SP_SET: CULVERT
 MG0357_STAMPING: E 78 1934
 MG0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0357+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2005
 MG0357
 MG0357  HISTORY     - Date     Condition        Report By
 MG0357  HISTORY     - 1934     MONUMENTED       CGS
 MG0357  HISTORY     - 19880129 MARK NOT FOUND   USPSQD
 MG0357  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0357  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0357  HISTORY     - 20050603 GOOD             GEOCAC
 MG0357
 MG0357                          STATION DESCRIPTION
 MG0357
 MG0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0357'0.9 MI NW FROM NEW LIBERTY.
 MG0357'IN CEDAR COUNTY, 0.9 MILE NORTHWEST ALONG THE CHICAGO, ROCK
 MG0357'ISLAND AND PACIFIC RAILWAY FROM THE LIBERTY TRUST AND SAVINGS
 MG0357'BANK AT NEW LIBERTY, SCOTT COUNTY, 6 POLES EAST OF MILEPOST
 MG0357'52, AT A 2-FOOT PIPE CULVERT, IN THE EAST END OF THE NORTH
 MG0357'CONCRETE HEADWALL, 11 FEET NORTH OF THE CENTERLINE OF THE
 MG0357'TRACK, AND 3 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 MG0357'E 78 1934.
 MG0357
 MG0357                          STATION RECOVERY (1988)
 MG0357
 MG0357'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0357'MARK NOT FOUND.
 MG0357
 MG0357                          STATION RECOVERY (1998)
 MG0357
 MG0357'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0357'MARK NOT FOUND.
 MG0357
 MG0357                          STATION RECOVERY (2000)
 MG0357
 MG0357'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0357'NOT FOUND.
 MG0357
 MG0357                          STATION RECOVERY (2005)
 MG0357
 MG0357'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 MG0357'THE RAILROAD WAS ABANDONED AND DISMANTLED LONG AGO. THE RAILROAD GRADE
 MG0357'HAS BEEN LEVELED, BUT THE CONCRETE HEADWALL AND THE DISK ARE INTACT.
 MG0357'THE DISK HAS SOME SURFACE MARRING.  THE MARK IS IN SCOTT COUNTY ABOUT
 MG0357'0.3 MILE EAST OF THE CEDAR-SCOTT COUNTY LINE ROAD AND ABOUT 0.5 MILE
 MG0357'SOUTH OF IOWA HIGHWAY 130 AT A HIGH POINT IN A CULTIVATED FIELD.
 MG0357' 
 MG0357'HANDHELD GPS READING - 41 43 15.1 (N) 090 53 33.0 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0232 ***********************************************************************
 NJ0232  FBN         -  This is a Federal Base Network Control Station.
 NJ0232  DESIGNATION -  E 79
 NJ0232  PID         -  NJ0232
 NJ0232  STATE/COUNTY-  IA/JACKSON
 NJ0232  USGS QUAD   -  DELMAR NORTH (1980)
 NJ0232
 NJ0232                         *CURRENT SURVEY CONTROL
 NJ0232  ___________________________________________________________________
 NJ0232* NAD 83(1996)-  42 03 03.88799(N)    090 32 03.50564(W)     ADJUSTED  
 NJ0232* NAVD 88     -       269.781  (meters)     885.11   (feet)  ADJUSTED  
 NJ0232  ___________________________________________________________________
 NJ0232  X           -     -44,233.332 (meters)                     COMP
 NJ0232  Y           -  -4,743,170.457 (meters)                     COMP
 NJ0232  Z           -   4,249,977.267 (meters)                     COMP
 NJ0232  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 NJ0232  ELLIP HEIGHT-         237.06  (meters)          (07/28/03) GPS OBS
 NJ0232  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 NJ0232  DYNAMIC HT  -         269.686 (meters)     884.79  (feet)  COMP
 NJ0232  MODELED GRAV-     980,264.0   (mgal)                       NAVD 88
 NJ0232
 NJ0232  HORZ ORDER  -  B
 NJ0232  VERT ORDER  -  SECOND    CLASS 0
 NJ0232  ELLP ORDER  -  FOURTH    CLASS I
 NJ0232
 NJ0232.The horizontal coordinates were established by GPS observations
 NJ0232.and adjusted by the National Geodetic Survey in August 1997..
 NJ0232
 NJ0232.The orthometric height was determined by differential leveling
 NJ0232.and adjusted by the National Geodetic Survey in June 1991..
 NJ0232
 NJ0232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0232
 NJ0232.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0232
 NJ0232.The ellipsoidal height was determined by GPS observations
 NJ0232.and is referenced to NAD 83.
 NJ0232
 NJ0232.The geoid height was determined by GEOID03.
 NJ0232
 NJ0232.The dynamic height is computed by dividing the NAVD 88
 NJ0232.geopotential number by the normal gravity value computed on the
 NJ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0232.degrees latitude (g = 980.6199 gals.).
 NJ0232
 NJ0232.The modeled gravity was interpolated from observed gravity values.
 NJ0232
 NJ0232;                    North         East     Units Scale Factor Converg.
 NJ0232;SPC IA N     - 1,065,518.083 1,745,463.659   MT  1.00000287   +2 00 35.9
 NJ0232;UTM  15      - 4,658,389.294   704,046.011   MT  1.00011233   +1 39 07.5
 NJ0232
 NJ0232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0232!SPC IA N     -   0.99996282  x   1.00000287  =   0.99996569
 NJ0232!UTM  15      -   0.99996282  x   1.00011233  =   1.00007515
 NJ0232
 NJ0232                          SUPERSEDED SURVEY CONTROL
 NJ0232
 NJ0232  ELLIP H (08/25/97)  237.11   (m)                       GP(       ) 4 1
 NJ0232  ELLIP H (11/21/91)  237.05   (m)                       GP(       ) 4 1
 NJ0232  NAD 83(1986)-  42 03 03.89693(N)    090 32 03.50715(W) AD(       ) 3
 NJ0232  NAVD 88 (08/25/97)  269.78   (m)          885.1    (f) LEVELING    3  
 NJ0232  NGVD 29 (??/??/92)  269.818  (m)          885.23   (f) ADJ UNCH    2 0
 NJ0232
 NJ0232.Superseded values are not recommended for survey control.
 NJ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0232.See file dsdata.txt to determine how the superseded data were derived.
 NJ0232
 NJ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG0404658389(NAD 83)
 NJ0232_MARKER: DB = BENCH MARK DISK
 NJ0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0232_SP_SET: CONCRETE POST
 NJ0232_STAMPING: E 79 1934
 NJ0232_MARK LOGO: CGS   
 NJ0232_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0232+STABILITY: SURFACE MOTION
 NJ0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0232+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 NJ0232
 NJ0232  HISTORY     - Date     Condition        Report By
 NJ0232  HISTORY     - 1934     MONUMENTED       CGS
 NJ0232  HISTORY     - 19890825 GOOD             NGS
 NJ0232  HISTORY     - 19950801 GOOD             IADT
 NJ0232  HISTORY     - 20010331 GOOD             NGS
 NJ0232  HISTORY     - 20030205 GOOD             IADT
 NJ0232
 NJ0232                          STATION DESCRIPTION
 NJ0232
 NJ0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0232'7.7 MI W FROM PRESTON.
 NJ0232'7.7 MILE WEST ALONG STATE HIGHWAY 64 FROM THE FARMERS MUTUAL
 NJ0232'AID ASSOCIATION BUILDING AT PRESTON, JACKSON COUNTY, AT THE
 NJ0232'TOP OF A HILL, AT A CURVE, 285 FEET SOUTHWEST OF A GUARDRAIL
 NJ0232'FENCE IN FRONT OF A FARMHOUSE, 75 FEET SOUTHWEST OF A PRIVATE
 NJ0232'ENTRANCE TO A FIELD, 44 FEET NORTHWEST OF THE CENTERLINE OF THE
 NJ0232'HIGHWAY, 1 FOOT SOUTHEAST OF THE RIGHT OF WAY FENCE, AND 2 FEET
 NJ0232'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 79 1934
 NJ0232'AND SET IN THE TOP OF A CONCRETE POST.
 NJ0232
 NJ0232                          STATION RECOVERY (1989)
 NJ0232
 NJ0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NJ0232'THE STATION IS LOCATED ABOUT 10.0 KM (6.20 MI) EAST OF MAQUOKETA, 12.0
 NJ0232'KM (7.45 MI) WEST OF PRESTON AND 2.1 KM (1.30 MI) NORTH OF THE
 NJ0232'JACKSON-CLINTON COUNTY LINES, ALONG THE RIGHT-OF-WAY OF STATE HIGHWAY
 NJ0232'64.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION, 800 LINCOLN WAY, AMES,
 NJ0232'IA 50010, PHONE 515-239-1101.
 NJ0232'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 64, ON
 NJ0232'THE EAST SIDE OF MAQUOKETA, GO EAST ON STATE HIGHWAY 64 FOR 4.89 KM
 NJ0232'(3.05 MI) TO A GRAVEL ROAD RIGHT LEADING TO DELMAR.  CONTINUE AHEAD
 NJ0232'FOR 4.45 KM (2.75 MI) TO A GRAVEL ROAD LEFT ON THE OUTSIDE OF A
 NJ0232'SHALLOW CURVE.  CONTINUE AHEAD FOR 2.00 KM (1.25 MI) TO THE STATION ON
 NJ0232'THE LEFT AT TOP OF GRADE AND A FIELD ENTRANCE ROAD TO BARN ON THE
 NJ0232'LEFT.
 NJ0232'STATION IS A STANDARD CGS BENCHMARK DISK PROJECTING ABOUT 25 CM.
 NJ0232'LOCATED 26.5 M (86.9 FT) SOUTHWEST OF THE FIELD ENTRANCE ROAD, 14.6 M
 NJ0232'(47.9 FT) NORTHWEST OF AND LEVEL WITH HIGHWAY CENTER, 2.3 M (7.5 FT)
 NJ0232'SOUTHEAST OF A WIRE FENCE, 0.4 M (1.3 FT) NORTHEAST OF A FIBERGLASS
 NJ0232'WITNESS POST AND 0.2 M (0.7 FT) SOUTHWEST OF A METAL WITNESS POST.
 NJ0232'THE MARK IS ALSO 0.08 KM (0.05 MI) WEST OF MILEPOST 42.
 NJ0232'DESCRIBED BY M. L. MCCREADY.
 NJ0232
 NJ0232                          STATION RECOVERY (1995)
 NJ0232
 NJ0232'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1995 (YAO)
 NJ0232'RECOVERED AS DESCRIBED BY IOWA DOT.  LOCATED IN THE SOUTHEAST 1/4 OF
 NJ0232'SECTION 30, T 84 N, R 4 E.  A PINK STATE HARN SURVEY SIGN WAS SET 2.1
 NJ0232'M (6.9 FT) NORTH OF THE MONUMENT.
 NJ0232
 NJ0232                          STATION RECOVERY (2001)
 NJ0232
 NJ0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0232'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0232
 NJ0232                          STATION RECOVERY (2003)
 NJ0232
 NJ0232'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (DO)
 NJ0232'RECOVERED AS DESCRIBED.
 NJ0232' 
 NJ0232'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0417 ***********************************************************************
 MG0417  DESIGNATION -  E 8
 MG0417  PID         -  MG0417
 MG0417  STATE/COUNTY-  IA/LOUISA
 MG0417  USGS QUAD   -  COTTER (1970)
 MG0417
 MG0417                         *CURRENT SURVEY CONTROL
 MG0417  ___________________________________________________________________
 MG0417* NAD 83(1986)-  41 21 39.     (N)    091 26 28.     (W)     SCALED    
 MG0417* NAVD 88     -       182.549  (meters)     598.91   (feet)  ADJUSTED  
 MG0417  ___________________________________________________________________
 MG0417  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MG0417  DYNAMIC HT  -         182.476 (meters)     598.67  (feet)  COMP
 MG0417  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 MG0417
 MG0417  VERT ORDER  -  FIRST     CLASS II
 MG0417
 MG0417.The horizontal coordinates were scaled from a topographic map and have
 MG0417.an estimated accuracy of +/- 6 seconds.
 MG0417
 MG0417.The orthometric height was determined by differential leveling
 MG0417.and adjusted by the National Geodetic Survey in June 1991..
 MG0417
 MG0417.The geoid height was determined by GEOID03.
 MG0417
 MG0417.The dynamic height is computed by dividing the NAVD 88
 MG0417.geopotential number by the normal gravity value computed on the
 MG0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0417.degrees latitude (g = 980.6199 gals.).
 MG0417
 MG0417.The modeled gravity was interpolated from observed gravity values.
 MG0417
 MG0417;                    North         East    Units  Estimated Accuracy
 MG0417;SPC IA S     -   153,160.      672,250.      MT  (+/- 180 meters Scaled)
 MG0417
 MG0417                          SUPERSEDED SURVEY CONTROL
 MG0417
 MG0417  NGVD 29 (??/??/92)  182.606  (m)          599.10   (f) ADJ UNCH    1 2
 MG0417
 MG0417.Superseded values are not recommended for survey control.
 MG0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0417.See file dsdata.txt to determine how the superseded data were derived.
 MG0417
 MG0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF303799(NAD 83)
 MG0417_MARKER: DB = BENCH MARK DISK
 MG0417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0417_SP_SET: BRIDGE
 MG0417_STAMPING: 599.100 E 8 1930
 MG0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0417
 MG0417  HISTORY     - Date     Condition        Report By
 MG0417  HISTORY     - 1930     MONUMENTED       CGS
 MG0417  HISTORY     - 1943     GOOD             NGS
 MG0417  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0417
 MG0417                          STATION DESCRIPTION
 MG0417
 MG0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MG0417'AT GALDWIN.
 MG0417'AT GLADWIN, LOUISA COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0417'AND PACIFIC RAILROAD, ABOUT 500 FEET WEST OF THE STATION, ABOUT
 MG0417'700 FEET WEST OF MILEPOST 49, AT BRIDGE 1052, IN THE EAST END
 MG0417'OF THE REVETMENT WALL ON THE NORTH SIDE OF THE TRACK, AND NEAR
 MG0417'A POST SUPPORTING THE RAILING.  A STANDARD DISK, STAMPED 599.100
 MG0417'E 8 1930.  NOTE-- THE DEPOT AT GLADWIN WAS DESTROYED BY FIRE
 MG0417'AND NEVER REPLACED.
 MG0417
 MG0417                          STATION RECOVERY (2000)
 MG0417
 MG0417'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0417'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0553 ***********************************************************************
 NJ0553  DESIGNATION -  E 81
 NJ0553  PID         -  NJ0553
 NJ0553  STATE/COUNTY-  IA/BENTON
 NJ0553  USGS QUAD   -  SHELLSBURG (1993)
 NJ0553
 NJ0553                         *CURRENT SURVEY CONTROL
 NJ0553  ___________________________________________________________________
 NJ0553* NAD 83(1986)-  42 05 31.     (N)    091 52 09.     (W)     SCALED    
 NJ0553* NAVD 88     -       236.056  (meters)     774.46   (feet)  ADJUSTED  
 NJ0553  ___________________________________________________________________
 NJ0553  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NJ0553  DYNAMIC HT  -         235.978 (meters)     774.20  (feet)  COMP
 NJ0553  MODELED GRAV-     980,286.0   (mgal)                       NAVD 88
 NJ0553
 NJ0553  VERT ORDER  -  SECOND    CLASS 0
 NJ0553
 NJ0553.The horizontal coordinates were scaled from a topographic map and have
 NJ0553.an estimated accuracy of +/- 6 seconds.
 NJ0553
 NJ0553.The orthometric height was determined by differential leveling
 NJ0553.and adjusted by the National Geodetic Survey in June 1991..
 NJ0553
 NJ0553.The geoid height was determined by GEOID03.
 NJ0553
 NJ0553.The dynamic height is computed by dividing the NAVD 88
 NJ0553.geopotential number by the normal gravity value computed on the
 NJ0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0553.degrees latitude (g = 980.6199 gals.).
 NJ0553
 NJ0553.The modeled gravity was interpolated from observed gravity values.
 NJ0553
 NJ0553;                    North         East    Units  Estimated Accuracy
 NJ0553;SPC IA N     - 1,067,050.    1,634,910.      MT  (+/- 180 meters Scaled)
 NJ0553
 NJ0553                          SUPERSEDED SURVEY CONTROL
 NJ0553
 NJ0553  NGVD 29 (??/??/92)  236.067  (m)          774.50   (f) ADJ UNCH    2 0
 NJ0553
 NJ0553.Superseded values are not recommended for survey control.
 NJ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0553.See file dsdata.txt to determine how the superseded data were derived.
 NJ0553
 NJ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG935606(NAD 83)
 NJ0553_MARKER: DB = BENCH MARK DISK
 NJ0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0553_SP_SET: ABUTMENT
 NJ0553_STAMPING: E 81 1934
 NJ0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0553
 NJ0553  HISTORY     - Date     Condition        Report By
 NJ0553  HISTORY     - 1934     MONUMENTED       CGS
 NJ0553  HISTORY     - 19950517 GOOD             USPSQD
 NJ0553
 NJ0553                          STATION DESCRIPTION
 NJ0553
 NJ0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0553'AT SHELLSBURG.
 NJ0553'AT SHELLSBURG, BENTON COUNTY, 6 POLES SOUTHEAST OF THE CHICAGO,
 NJ0553'ROCK ISLAND AND PACIFIC RAILWAY STATION, 9 POLES NORTHWEST OF
 NJ0553'MILEPOST 111, 50 FEET SOUTHEAST OF A PUBLIC ROAD CROSSING, AT
 NJ0553'STEEL BRIDGE 1112, IN THE SOUTHWEST END OF THE NORTHWEST STONE
 NJ0553'ABUTMENT, 25 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 NJ0553'AND 2.5 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 NJ0553'E 81 1934.
 NJ0553
 NJ0553                          STATION RECOVERY (1995)
 NJ0553
 NJ0553'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0062 ***********************************************************************
 NK0062  DESIGNATION -  E 82
 NK0062  PID         -  NK0062
 NK0062  STATE/COUNTY-  IA/TAMA
 NK0062  USGS QUAD   -  TRAER (1971)
 NK0062
 NK0062                         *CURRENT SURVEY CONTROL
 NK0062  ___________________________________________________________________
 NK0062* NAD 83(1986)-  42 12 36.     (N)    092 29 45.     (W)     SCALED    
 NK0062* NAVD 88     -       290.194  (meters)     952.08   (feet)  ADJUSTED  
 NK0062  ___________________________________________________________________
 NK0062  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 NK0062  DYNAMIC HT  -         290.091 (meters)     951.74  (feet)  COMP
 NK0062  MODELED GRAV-     980,261.4   (mgal)                       NAVD 88
 NK0062
 NK0062  VERT ORDER  -  SECOND    CLASS 0
 NK0062
 NK0062.The horizontal coordinates were scaled from a topographic map and have
 NK0062.an estimated accuracy of +/- 6 seconds.
 NK0062
 NK0062.The orthometric height was determined by differential leveling
 NK0062.and adjusted by the National Geodetic Survey in June 1991..
 NK0062
 NK0062.The geoid height was determined by GEOID03.
 NK0062
 NK0062.The dynamic height is computed by dividing the NAVD 88
 NK0062.geopotential number by the normal gravity value computed on the
 NK0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0062.degrees latitude (g = 980.6199 gals.).
 NK0062
 NK0062.The modeled gravity was interpolated from observed gravity values.
 NK0062
 NK0062;                    North         East    Units  Estimated Accuracy
 NK0062;SPC IA N     - 1,079,360.    1,582,920.      MT  (+/- 180 meters Scaled)
 NK0062
 NK0062                          SUPERSEDED SURVEY CONTROL
 NK0062
 NK0062.No superseded survey control is available for this station.
 NK0062
 NK0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG416732(NAD 83)
 NK0062_MARKER: DB = BENCH MARK DISK
 NK0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0062_STAMPING: E 82 1934
 NK0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0062+STABILITY: SURFACE MOTION
 NK0062
 NK0062  HISTORY     - Date     Condition        Report By
 NK0062  HISTORY     - 1934     MONUMENTED       CGS
 NK0062  HISTORY     - 1954     MARK NOT FOUND   NGS
 NK0062  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NK0062
 NK0062                          STATION DESCRIPTION
 NK0062
 NK0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NK0062'2.3 MI NW FROM TRAER.
 NK0062'2.3 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0062'RAILWAY FROM THE FIRST NATIONAL BANK AT TRAER, TAMA COUNTY,
 NK0062'ABOUT 12 1/2 POLES NORTHWEST OF MILEPOST 49, 70 FEET SOUTHEAST
 NK0062'OF THE CENTER OF A PUBLIC ROAD CROSSING, 25 FEET NORTHEAST
 NK0062'OF THE CENTER LINE OF THE TRACK, 16 FEET SOUTHEAST OF THE
 NK0062'CROSSING SIGN, 35 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER, AND
 NK0062'2 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED E 82 1934
 NK0062'AND SET IN THE TOP OF A CONCRETE POST.
 NK0062
 NK0062                          STATION RECOVERY (2000)
 NK0062
 NK0062'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NK0062'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0144 ***********************************************************************
 NK0144  DESIGNATION -  E 83
 NK0144  PID         -  NK0144
 NK0144  STATE/COUNTY-  IA/MARSHALL
 NK0144  USGS QUAD   -  LE GRAND (1978)
 NK0144
 NK0144                         *CURRENT SURVEY CONTROL
 NK0144  ___________________________________________________________________
 NK0144* NAD 83(1986)-  42 00 49.     (N)    092 47 57.     (W)     SCALED    
 NK0144* NAVD 88     -       266.068  (meters)     872.92   (feet)  ADJUSTED  
 NK0144  ___________________________________________________________________
 NK0144  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 NK0144  DYNAMIC HT  -         265.967 (meters)     872.59  (feet)  COMP
 NK0144  MODELED GRAV-     980,235.6   (mgal)                       NAVD 88
 NK0144
 NK0144  VERT ORDER  -  SECOND    CLASS 0
 NK0144
 NK0144.The horizontal coordinates were scaled from a topographic map and have
 NK0144.an estimated accuracy of +/- 6 seconds.
 NK0144
 NK0144.The orthometric height was determined by differential leveling
 NK0144.and adjusted by the National Geodetic Survey in June 1991..
 NK0144
 NK0144.The geoid height was determined by GEOID03.
 NK0144
 NK0144.The dynamic height is computed by dividing the NAVD 88
 NK0144.geopotential number by the normal gravity value computed on the
 NK0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0144.degrees latitude (g = 980.6199 gals.).
 NK0144
 NK0144.The modeled gravity was interpolated from observed gravity values.
 NK0144
 NK0144;                    North         East    Units  Estimated Accuracy
 NK0144;SPC IA N     - 1,057,290.    1,558,050.      MT  (+/- 180 meters Scaled)
 NK0144
 NK0144                          SUPERSEDED SURVEY CONTROL
 NK0144
 NK0144  NGVD 29 (??/??/92)  266.052  (m)          872.87   (f) ADJ UNCH    2 0
 NK0144
 NK0144.Superseded values are not recommended for survey control.
 NK0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0144.See file dsdata.txt to determine how the superseded data were derived.
 NK0144
 NK0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG166513(NAD 83)
 NK0144_MARKER: DB = BENCH MARK DISK
 NK0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0144_SP_SET: BRIDGE
 NK0144_STAMPING: E 83 1934
 NK0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0144
 NK0144  HISTORY     - Date     Condition        Report By
 NK0144  HISTORY     - 1934     MONUMENTED       CGS
 NK0144
 NK0144                          STATION DESCRIPTION
 NK0144
 NK0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0144'AT QUARRY.
 NK0144'AT QUARRY, MARSHALL COUNTY, 10 POLES EAST OF THE CHICAGO AND
 NK0144'NORTH WESTERN RAILWAY STATION, 5 POLES WEST OF MILEPOST 145,
 NK0144'AT 150-FOOT STEEL BRIDGE 439, IN THE NORTH END OF THE WEST
 NK0144'CONCRETE ABUTMENT, 10 FEET NORTH OF THE CENTERLINE OF THE NORTH
 NK0144'MAIN TRACK, AND ABOUT 1 FOOT LOWER THAN THE RAIL.  A STANDARD
 NK0144'DISK, STAMPED E 83 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0005 ***********************************************************************
 MH0005  DESIGNATION -  E 84
 MH0005  PID         -  MH0005
 MH0005  STATE/COUNTY-  IA/BENTON
 MH0005  USGS QUAD   -  KEYSTONE SOUTH (1965)
 MH0005
 MH0005                         *CURRENT SURVEY CONTROL
 MH0005  ___________________________________________________________________
 MH0005* NAD 83(1986)-  41 54 22.     (N)    092 10 40.     (W)     SCALED    
 MH0005* NAVD 88     -       271.558  (meters)     890.94   (feet)  ADJUSTED  
 MH0005  ___________________________________________________________________
 MH0005  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 MH0005  DYNAMIC HT  -         271.460 (meters)     890.62  (feet)  COMP
 MH0005  MODELED GRAV-     980,253.4   (mgal)                       NAVD 88
 MH0005
 MH0005  VERT ORDER  -  SECOND    CLASS 0
 MH0005
 MH0005.The horizontal coordinates were scaled from a topographic map and have
 MH0005.an estimated accuracy of +/- 6 seconds.
 MH0005
 MH0005.The orthometric height was determined by differential leveling
 MH0005.and adjusted by the National Geodetic Survey in June 1991..
 MH0005
 MH0005.The geoid height was determined by GEOID03.
 MH0005
 MH0005.The dynamic height is computed by dividing the NAVD 88
 MH0005.geopotential number by the normal gravity value computed on the
 MH0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0005.degrees latitude (g = 980.6199 gals.).
 MH0005
 MH0005.The modeled gravity was interpolated from observed gravity values.
 MH0005
 MH0005;                    North         East    Units  Estimated Accuracy
 MH0005;SPC IA N     - 1,045,970.    1,609,710.      MT  (+/- 180 meters Scaled)
 MH0005
 MH0005                          SUPERSEDED SURVEY CONTROL
 MH0005
 MH0005  NGVD 29 (??/??/92)  271.557  (m)          890.93   (f) ADJ UNCH    2 0
 MH0005
 MH0005.Superseded values are not recommended for survey control.
 MH0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0005.See file dsdata.txt to determine how the superseded data were derived.
 MH0005
 MH0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG681396(NAD 83)
 MH0005_MARKER: DB = BENCH MARK DISK
 MH0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0005_SP_SET: CULVERT
 MH0005_STAMPING: E 84 1934
 MH0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0005+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 MH0005
 MH0005  HISTORY     - Date     Condition        Report By
 MH0005  HISTORY     - 1934     MONUMENTED       CGS
 MH0005  HISTORY     - 20040819 GOOD             GEOCAC
 MH0005
 MH0005                          STATION DESCRIPTION
 MH0005
 MH0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0005'AT LUZERNE.
 MH0005'AT LUZERNE, BENTON COUNTY, ON THE CHICAGO AND NORTH WESTERN
 MH0005'RAILWAY, 15 POLES WEST OF MILEPOST 111, 35 FEET WEST OF THE
 MH0005'SOUTHWEST CORNER OF THE STATION, AT A 3- BY 3-FOOT STONE BOX
 MH0005'CULVERT, IN THE SOUTHWEST CORNER OF THE SOUTH STONE HEADWALL,
 MH0005'25 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND ABOUT
 MH0005'3 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED E 84 1934.
 MH0005
 MH0005                          STATION RECOVERY (2004)
 MH0005
 MH0005'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0005'THE DISK IS 12 INCHES FROM THE WEST EDGE AND 12 INCHES FROM THE SOUTH
 MH0005'EDGE OF THE STONE HEADWALL.
 MH0005'THERE IS NO STATION NOR EVEN A SIDE TRACK NOW AT LUZERNE. THE CULVERT
 MH0005'IS ABOUT 100 FT WEST OF THE 1/4 MILE POST IN LUZERNE.
 MH0005' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0617 ***********************************************************************
 MG0617  DESIGNATION -  E 85
 MG0617  PID         -  MG0617
 MG0617  STATE/COUNTY-  IA/BENTON
 MG0617  USGS QUAD   -  AMANA (1975)
 MG0617
 MG0617                         *CURRENT SURVEY CONTROL
 MG0617  ___________________________________________________________________
 MG0617* NAD 83(1986)-  41 49 57.     (N)    091 51 12.     (W)     SCALED    
 MG0617* NAVD 88     -       241.125  (meters)     791.09   (feet)  ADJUSTED  
 MG0617  ___________________________________________________________________
 MG0617  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MG0617  DYNAMIC HT  -         241.036 (meters)     790.80  (feet)  COMP
 MG0617  MODELED GRAV-     980,244.3   (mgal)                       NAVD 88
 MG0617
 MG0617  VERT ORDER  -  SECOND    CLASS 0
 MG0617
 MG0617.The horizontal coordinates were scaled from a topographic map and have
 MG0617.an estimated accuracy of +/- 6 seconds.
 MG0617
 MG0617.The orthometric height was determined by differential leveling
 MG0617.and adjusted by the National Geodetic Survey in June 1991..
 MG0617
 MG0617.The geoid height was determined by GEOID03.
 MG0617
 MG0617.The dynamic height is computed by dividing the NAVD 88
 MG0617.geopotential number by the normal gravity value computed on the
 MG0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0617.degrees latitude (g = 980.6199 gals.).
 MG0617
 MG0617.The modeled gravity was interpolated from observed gravity values.
 MG0617
 MG0617;                    North         East    Units  Estimated Accuracy
 MG0617;SPC IA N     - 1,038,270.    1,636,780.      MT  (+/- 180 meters Scaled)
 MG0617
 MG0617                          SUPERSEDED SURVEY CONTROL
 MG0617
 MG0617  NGVD 29 (??/??/92)  241.133  (m)          791.12   (f) ADJ UNCH    2 0
 MG0617
 MG0617.Superseded values are not recommended for survey control.
 MG0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0617.See file dsdata.txt to determine how the superseded data were derived.
 MG0617
 MG0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG952318(NAD 83)
 MG0617_MARKER: DB = BENCH MARK DISK
 MG0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0617_STAMPING: E 85 1934
 MG0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0617+STABILITY: SURFACE MOTION
 MG0617
 MG0617  HISTORY     - Date     Condition        Report By
 MG0617  HISTORY     - 1934     MONUMENTED       CGS
 MG0617  HISTORY     - 1954     MARK NOT FOUND   NGS
 MG0617
 MG0617                          STATION DESCRIPTION
 MG0617
 MG0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MG0617'1.9 MI N FROM EAST AMANA.
 MG0617'IN BENTON COUNTY, 1.9 MILES NORTH ALONG THE CHICAGO, MILWAUKEE,
 MG0617'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION SIGN AT EAST
 MG0617'AMANA, IOWA COUNTY, 5 POLES NORTH OF MILEPOST 70, AT A PUBLIC
 MG0617'ROAD CROSSING, 27 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MG0617'42 FEET EAST OF THE CENTERLINE OF THE TRACK, 6 FEET WEST AND
 MG0617'1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE CORNER, AND LEVEL WITH THE
 MG0617'RAIL.  A STANDARD DISK, STAMPED E 85 1934 AND SET IN THE TOP
 MG0617'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0072 ***********************************************************************
 MH0072  DESIGNATION -  E 86
 MH0072  PID         -  MH0072
 MH0072  STATE/COUNTY-  IA/KEOKUK
 MH0072  USGS QUAD   -  KESWICK (1965)
 MH0072
 MH0072                         *CURRENT SURVEY CONTROL
 MH0072  ___________________________________________________________________
 MH0072* NAD 83(1986)-  41 26 33.     (N)    092 09 45.     (W)     SCALED    
 MH0072* NAVD 88     -       260.503  (meters)     854.67   (feet)  ADJUSTED  
 MH0072  ___________________________________________________________________
 MH0072  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 MH0072  DYNAMIC HT  -         260.398 (meters)     854.32  (feet)  COMP
 MH0072  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 MH0072
 MH0072  VERT ORDER  -  SECOND    CLASS 0
 MH0072
 MH0072.The horizontal coordinates were scaled from a topographic map and have
 MH0072.an estimated accuracy of +/- 6 seconds.
 MH0072
 MH0072.The orthometric height was determined by differential leveling
 MH0072.and adjusted by the National Geodetic Survey in June 1991..
 MH0072
 MH0072.The geoid height was determined by GEOID03.
 MH0072
 MH0072.The dynamic height is computed by dividing the NAVD 88
 MH0072.geopotential number by the normal gravity value computed on the
 MH0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0072.degrees latitude (g = 980.6199 gals.).
 MH0072
 MH0072.The modeled gravity was interpolated from observed gravity values.
 MH0072
 MH0072;                    North         East    Units  Estimated Accuracy
 MH0072;SPC IA S     -   161,050.      611,770.      MT  (+/- 180 meters Scaled)
 MH0072
 MH0072                          SUPERSEDED SURVEY CONTROL
 MH0072
 MH0072  NGVD 29 (??/??/92)  260.528  (m)          854.75   (f) ADJ UNCH    2 0
 MH0072
 MH0072.Superseded values are not recommended for survey control.
 MH0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0072.See file dsdata.txt to determine how the superseded data were derived.
 MH0072
 MH0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF699882(NAD 83)
 MH0072_MARKER: DB = BENCH MARK DISK
 MH0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0072_STAMPING: E 86 1934
 MH0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0072+STABILITY: SURFACE MOTION
 MH0072
 MH0072  HISTORY     - Date     Condition        Report By
 MH0072  HISTORY     - 1934     MONUMENTED       CGS
 MH0072  HISTORY     - 1981     MARK NOT FOUND   NGS
 MH0072
 MH0072                          STATION DESCRIPTION
 MH0072
 MH0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0072'AT WEBSTER.
 MH0072'AT WEBSTER, KEOKUK COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MH0072'AND PACIFIC RAILROAD, 7 POLES SOUTHWEST OF MILEPOST 33, 44 FEET
 MH0072'SOUTHEAST OF THE CENTER OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0072'RAILROAD CROSSING, 72 FEET NORTHEAST OF THE CROSSING SIGNAL AND THE
 MH0072'STOPGATE, 57 FEET SOUTHWEST OF STATE HIGHWAY 149, AND 6 FEET
 MH0072'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 MH0072'E 86 1934 AND SET IN TH E TOP OF A CONCRETE POST.
 MH0072
 MH0072                          STATION RECOVERY (1981)
 MH0072
 MH0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MH0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0103 ***********************************************************************
 MH0103  DESIGNATION -  E 87
 MH0103  PID         -  MH0103
 MH0103  STATE/COUNTY-  IA/MAHASKA
 MH0103  USGS QUAD   -  OSKALOOSA (1968)
 MH0103
 MH0103                         *CURRENT SURVEY CONTROL
 MH0103  ___________________________________________________________________
 MH0103* NAD 83(1986)-  41 19 17.     (N)    092 39 04.     (W)     SCALED    
 MH0103* NAVD 88     -       251.294  (meters)     824.45   (feet)  ADJUSTED  
 MH0103  ___________________________________________________________________
 MH0103  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 MH0103  DYNAMIC HT  -         251.186 (meters)     824.10  (feet)  COMP
 MH0103  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 MH0103
 MH0103  VERT ORDER  -  SECOND    CLASS 0
 MH0103
 MH0103.The horizontal coordinates were scaled from a topographic map and have
 MH0103.an estimated accuracy of +/- 6 seconds.
 MH0103
 MH0103.The orthometric height was determined by differential leveling
 MH0103.and adjusted by the National Geodetic Survey in June 1991..
 MH0103
 MH0103.The geoid height was determined by GEOID03.
 MH0103
 MH0103.The dynamic height is computed by dividing the NAVD 88
 MH0103.geopotential number by the normal gravity value computed on the
 MH0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0103.degrees latitude (g = 980.6199 gals.).
 MH0103
 MH0103.The modeled gravity was interpolated from observed gravity values.
 MH0103
 MH0103;                    North         East    Units  Estimated Accuracy
 MH0103;SPC IA S     -   147,090.      571,070.      MT  (+/- 180 meters Scaled)
 MH0103
 MH0103                          SUPERSEDED SURVEY CONTROL
 MH0103
 MH0103  NGVD 29 (??/??/92)  251.271  (m)          824.38   (f) ADJ UNCH    2 0
 MH0103
 MH0103.Superseded values are not recommended for survey control.
 MH0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0103.See file dsdata.txt to determine how the superseded data were derived.
 MH0103
 MH0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF291744(NAD 83)
 MH0103_MARKER: DB = BENCH MARK DISK
 MH0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0103_STAMPING: E 87 1934
 MH0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0103+STABILITY: SURFACE MOTION
 MH0103
 MH0103  HISTORY     - Date     Condition        Report By
 MH0103  HISTORY     - 1934     MONUMENTED       CGS
 MH0103  HISTORY     - 1942     GOOD             NGS
 MH0103  HISTORY     - 1978     GOOD             LOCENG
 MH0103  HISTORY     - 20051224 GOOD             GEOCAC
 MH0103
 MH0103                          STATION DESCRIPTION
 MH0103
 MH0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MH0103'1.7 MI N FROM OSKALOOSA.
 MH0103'1.7 MILES NORTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 MH0103'THE STATION AT OSKALOOSA, MAHASKA COUNTY, 8-1/2 POLES SOUTH OF
 MH0103'MILEPOST 299, AT A PUBLIC ROAD CROSSING, 17 FEET SOUTH OF THE
 MH0103'CENTERLINE OF THE ROAD, 43 FEET EAST OF THE CENTERLINE OF THE
 MH0103'TRACK, 2 FEET SOUTH AND 2 FEET WEST OF A RIGHT-OF-WAY FENCE
 MH0103'CORNER, AND ABOUT 1 FOOT HIGHER THAN THE RAIL.  A STANDARD
 MH0103'DISK, STAMPED E 87 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MH0103
 MH0103                          STATION RECOVERY (1978)
 MH0103
 MH0103'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 MH0103'RECOVERED IN GOOD CONDITION.
 MH0103
 MH0103                          STATION RECOVERY (2005)
 MH0103
 MH0103'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MH0103'WEST OF LINCOLN AND SOUTH OF 230TH STREET. FENCE IS GONE, CORNER POST
 MH0103'BROKEN OFF. DISK IS 3 FT WEST AND 2 FT SOUTH OF SIGN FOR FIBER OPTIC
 MH0103'AND 1 FT NORTHWEST OF AN ORANGE POST. RAIL IS NOW HIGHER THAN DISK.
 MH0103'HANDHELD COORDINATES N41 19 17.2 W092 39 04.7, SKY PARTIALLY OBSCURED.
 MH0103' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0164 ***********************************************************************
 MH0164  DESIGNATION -  E 88
 MH0164  PID         -  MH0164
 MH0164  STATE/COUNTY-  IA/MARSHALL
 MH0164  USGS QUAD   -  GILMAN (1980)
 MH0164
 MH0164                         *CURRENT SURVEY CONTROL
 MH0164  ___________________________________________________________________
 MH0164* NAD 83(1986)-  41 52 42.     (N)    092 47 16.     (W)     SCALED    
 MH0164* NAVD 88     -       314.078  (meters)    1030.44   (feet)  ADJUSTED  
 MH0164  ___________________________________________________________________
 MH0164  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 MH0164  DYNAMIC HT  -         313.956 (meters)    1030.04  (feet)  COMP
 MH0164  MODELED GRAV-     980,225.1   (mgal)                       NAVD 88
 MH0164
 MH0164  VERT ORDER  -  SECOND    CLASS 0
 MH0164
 MH0164.The horizontal coordinates were scaled from a topographic map and have
 MH0164.an estimated accuracy of +/- 6 seconds.
 MH0164
 MH0164.The orthometric height was determined by differential leveling
 MH0164.and adjusted by the National Geodetic Survey in June 1991..
 MH0164
 MH0164.The geoid height was determined by GEOID03.
 MH0164
 MH0164.The dynamic height is computed by dividing the NAVD 88
 MH0164.geopotential number by the normal gravity value computed on the
 MH0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0164.degrees latitude (g = 980.6199 gals.).
 MH0164
 MH0164.The modeled gravity was interpolated from observed gravity values.
 MH0164
 MH0164;                    North         East    Units  Estimated Accuracy
 MH0164;SPC IA N     - 1,042,270.    1,559,120.      MT  (+/- 180 meters Scaled)
 MH0164
 MH0164                          SUPERSEDED SURVEY CONTROL
 MH0164
 MH0164  NGVD 29 (??/??/92)  314.055  (m)         1030.36   (f) ADJ UNCH    2 0
 MH0164
 MH0164.Superseded values are not recommended for survey control.
 MH0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0164.See file dsdata.txt to determine how the superseded data were derived.
 MH0164
 MH0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG176362(NAD 83)
 MH0164_MARKER: DB = BENCH MARK DISK
 MH0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0164_STAMPING: E 88 1934
 MH0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0164+STABILITY: SURFACE MOTION
 MH0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0164+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 MH0164
 MH0164  HISTORY     - Date     Condition        Report By
 MH0164  HISTORY     - 1934     MONUMENTED       CGS
 MH0164  HISTORY     - 1948     GOOD             NGS
 MH0164  HISTORY     - 20060625 GOOD             GEOCAC
 MH0164
 MH0164                          STATION DESCRIPTION
 MH0164
 MH0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MH0164'AT GILMAN.
 MH0164'AT GILMAN, MARSHALL COUNTY, 300 FEET SOUTH OF THE MINNEAPOLIS
 MH0164'AND ST. LOUIS RAILROAD, 1 POLE NORTHWEST OF MILEPOST 258, AT THE
 MH0164'CITY WATER TOWER, AND IN THE EAST CORNER OF THE CONCRETE
 MH0164'FOUNDATION.  A STANDARD DISK, STAMPED E 88 1934.
 MH0164
 MH0164                          STATION RECOVERY (2006)
 MH0164
 MH0164'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0164'IN EAST CORNER OF THE FOUNDATION FOR THE CENTRAL COLUMN OF GILMAN MWT
 MH0164'MH0591, APPROXIMATE COORDINATES N41 52 42.3 W092 47 15.5, SKY OBSCURED
 MH0164'BY TANK AND TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0245 ***********************************************************************
 LF0245  DESIGNATION -  E 9
 LF0245  PID         -  LF0245
 LF0245  STATE/COUNTY-  IA/FREMONT
 LF0245  USGS QUAD   -  FARRAGUT (1981)
 LF0245
 LF0245                         *CURRENT SURVEY CONTROL
 LF0245  ___________________________________________________________________
 LF0245* NAD 83(1986)-  40 44 03.     (N)    095 26 31.     (W)     SCALED    
 LF0245* NAVD 88     -       288.759  (meters)     947.37   (feet)  ADJUSTED  
 LF0245  ___________________________________________________________________
 LF0245  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LF0245  DYNAMIC HT  -         288.603 (meters)     946.86  (feet)  COMP
 LF0245  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 LF0245
 LF0245  VERT ORDER  -  FIRST     CLASS II
 LF0245
 LF0245.The horizontal coordinates were scaled from a topographic map and have
 LF0245.an estimated accuracy of +/- 6 seconds.
 LF0245
 LF0245.The orthometric height was determined by differential leveling
 LF0245.and adjusted by the National Geodetic Survey in June 1991..
 LF0245
 LF0245.The geoid height was determined by GEOID03.
 LF0245
 LF0245.The dynamic height is computed by dividing the NAVD 88
 LF0245.geopotential number by the normal gravity value computed on the
 LF0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0245.degrees latitude (g = 980.6199 gals.).
 LF0245
 LF0245.The modeled gravity was interpolated from observed gravity values.
 LF0245
 LF0245;                    North         East    Units  Estimated Accuracy
 LF0245;SPC IA S     -    83,360.      335,980.      MT  (+/- 180 meters Scaled)
 LF0245
 LF0245                          SUPERSEDED SURVEY CONTROL
 LF0245
 LF0245  NGVD 29 (??/??/92)  288.647  (m)          947.00   (f) ADJ UNCH    1 2
 LF0245
 LF0245.Superseded values are not recommended for survey control.
 LF0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0245.See file dsdata.txt to determine how the superseded data were derived.
 LF0245
 LF0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF937121(NAD 83)
 LF0245_MARKER: DB = BENCH MARK DISK
 LF0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0245_STAMPING: E 9 1933
 LF0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0245+STABILITY: SURFACE MOTION
 LF0245
 LF0245  HISTORY     - Date     Condition        Report By
 LF0245  HISTORY     - 1933     MONUMENTED       CGS
 LF0245  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0245
 LF0245                          STATION DESCRIPTION
 LF0245
 LF0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LF0245'4.2 MI SW FROM SHENANDOAH.
 LF0245'IN FREMONT COUNTY, 4.2 MILES SOUTHWEST ALONG THE CHICAGO,
 LF0245'BURLINGTON AND QUINCY RAILROAD FROM SHENANDOAH, PAGE COUNTY,
 LF0245'35 FEET EAST OF A NORTH-AND-SOUTH ROAD, AND 30 FEET NORTH OF
 LF0245'THE TRACK.  A STANDARD DISK, STAMPED E 9 1933 AND SET IN THE TOP
 LF0245'OF A CONCRETE POST.
 LF0245
 LF0245                          STATION RECOVERY (1976)
 LF0245
 LF0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0344 ***********************************************************************
 NL0344  DESIGNATION -  E 91
 NL0344  PID         -  NL0344
 NL0344  STATE/COUNTY-  IA/CRAWFORD
 NL0344  USGS QUAD   -  CHARTER OAK (1971)
 NL0344
 NL0344                         *CURRENT SURVEY CONTROL
 NL0344  ___________________________________________________________________
 NL0344* NAD 83(1986)-  42 00 52.     (N)    095 30 48.     (W)     SCALED    
 NL0344* NAVD 88     -       379.040  (meters)    1243.57   (feet)  ADJUSTED  
 NL0344  ___________________________________________________________________
 NL0344  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 NL0344  DYNAMIC HT  -         378.882 (meters)    1243.05  (feet)  COMP
 NL0344  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 NL0344
 NL0344  VERT ORDER  -  SECOND    CLASS 0
 NL0344
 NL0344.The horizontal coordinates were scaled from a topographic map and have
 NL0344.an estimated accuracy of +/- 6 seconds.
 NL0344
 NL0344.The orthometric height was determined by differential leveling
 NL0344.and adjusted by the National Geodetic Survey in June 1991..
 NL0344
 NL0344.The geoid height was determined by GEOID03.
 NL0344
 NL0344.The dynamic height is computed by dividing the NAVD 88
 NL0344.geopotential number by the normal gravity value computed on the
 NL0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0344.degrees latitude (g = 980.6199 gals.).
 NL0344
 NL0344.The modeled gravity was interpolated from observed gravity values.
 NL0344
 NL0344;                    North         East    Units  Estimated Accuracy
 NL0344;SPC IA N     - 1,059,130.    1,333,250.      MT  (+/- 180 meters Scaled)
 NL0344
 NL0344                          SUPERSEDED SURVEY CONTROL
 NL0344
 NL0344  NGVD 29 (??/??/92)  378.894  (m)         1243.09   (f) ADJ UNCH    2 0
 NL0344
 NL0344.Superseded values are not recommended for survey control.
 NL0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0344.See file dsdata.txt to determine how the superseded data were derived.
 NL0344
 NL0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG918544(NAD 83)
 NL0344_MARKER: DB = BENCH MARK DISK
 NL0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0344_SP_SET: CULVERT
 NL0344_STAMPING: E 91 1935
 NL0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0344
 NL0344  HISTORY     - Date     Condition        Report By
 NL0344  HISTORY     - 1935     MONUMENTED       CGS
 NL0344  HISTORY     - 1942     GOOD             NGS
 NL0344
 NL0344                          STATION DESCRIPTION
 NL0344
 NL0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NL0344'6.3 MI SE FROM CHARTER OAK.
 NL0344'6.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0344'PACIFIC RAILROAD FROM THE FIRST NATIONAL BANK BUILDING AT
 NL0344'CHARTER OAK, 9-1/3 POLES NORTHWEST OF THE STATION AT KENWOOD,
 NL0344'5-2/3 POLES SOUTHEAST OF THE NORTHWEST SIDETRACK SWITCHSTAND,
 NL0344'65 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AT A 4- BY
 NL0344'4-FOOT CULVERT UNDER A COUNTY ROAD, IN THE TOP OF THE NORTHWEST
 NL0344'END OF THE SOUTHWEST HEADWALL, 9 FEET LOWER THAN THE ROAD, AND
 NL0344'ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NL0344'E 91 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0937 ***********************************************************************
 MJ0937  DESIGNATION -  E 95
 MJ0937  PID         -  MJ0937
 MJ0937  STATE/COUNTY-  IA/MONONA
 MJ0937  USGS QUAD   -  MOORHEAD (1971)
 MJ0937
 MJ0937                         *CURRENT SURVEY CONTROL
 MJ0937  ___________________________________________________________________
 MJ0937* NAD 83(1986)-  41 58 58.     (N)    095 46 41.     (W)     SCALED    
 MJ0937* NAVD 88     -       346.228  (meters)    1135.92   (feet)  ADJUSTED  
 MJ0937  ___________________________________________________________________
 MJ0937  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 MJ0937  DYNAMIC HT  -         346.090 (meters)    1135.46  (feet)  COMP
 MJ0937  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 MJ0937
 MJ0937  VERT ORDER  -  SECOND    CLASS 0
 MJ0937
 MJ0937.The horizontal coordinates were scaled from a topographic map and have
 MJ0937.an estimated accuracy of +/- 6 seconds.
 MJ0937
 MJ0937.The orthometric height was determined by differential leveling
 MJ0937.and adjusted by the National Geodetic Survey in June 1991..
 MJ0937
 MJ0937.The geoid height was determined by GEOID03.
 MJ0937
 MJ0937.The dynamic height is computed by dividing the NAVD 88
 MJ0937.geopotential number by the normal gravity value computed on the
 MJ0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0937.degrees latitude (g = 980.6199 gals.).
 MJ0937
 MJ0937.The modeled gravity was interpolated from observed gravity values.
 MJ0937
 MJ0937;                    North         East    Units  Estimated Accuracy
 MJ0937;SPC IA N     - 1,056,170.    1,311,230.      MT  (+/- 180 meters Scaled)
 MJ0937
 MJ0937                          SUPERSEDED SURVEY CONTROL
 MJ0937
 MJ0937  NGVD 29 (??/??/92)  346.078  (m)         1135.42   (f) ADJ UNCH    2 0
 MJ0937
 MJ0937.Superseded values are not recommended for survey control.
 MJ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0937.See file dsdata.txt to determine how the superseded data were derived.
 MJ0937
 MJ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG698515(NAD 83)
 MJ0937_MARKER: DB = BENCH MARK DISK
 MJ0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0937_STAMPING: E 95 1935
 MJ0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0937+STABILITY: SURFACE MOTION
 MJ0937
 MJ0937  HISTORY     - Date     Condition        Report By
 MJ0937  HISTORY     - 1935     MONUMENTED       CGS
 MJ0937  HISTORY     - 1949     GOOD             NGS
 MJ0937
 MJ0937                          STATION DESCRIPTION
 MJ0937
 MJ0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0937'AT SOLDIER.
 MJ0937'AT SOLDIER, 66 YARDS (PACED) SOUTH OF THE CHICAGO AND NORTH WESTERN
 MJ0937'RAILWAY STATION AT SOLDIER, 72 FEET EAST OF THE CENTER LINE OF
 MJ0937'IOWA STATE HIGHWAY 183, 47 FEET NORTH OF THE CENTER LINE OF IOWA
 MJ0937'STATE HIGHWAY 37, 37 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 MJ0937'2.0 FEET SOUTHEAST OF A TELEPHONE POLE, 1.2 FEET NORTH OF A
 MJ0937'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 MJ0937'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0647 ***********************************************************************
 MJ0647  DESIGNATION -  E 97
 MJ0647  PID         -  MJ0647
 MJ0647  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0647  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0647
 MJ0647                         *CURRENT SURVEY CONTROL
 MJ0647  ___________________________________________________________________
 MJ0647* NAD 83(1986)-  41 12 36.     (N)    095 47 27.     (W)     SCALED    
 MJ0647* NAVD 88     -       305.812  (meters)    1003.32   (feet)  ADJUSTED  
 MJ0647  ___________________________________________________________________
 MJ0647  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 MJ0647  DYNAMIC HT  -         305.687 (meters)    1002.91  (feet)  COMP
 MJ0647  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 MJ0647
 MJ0647  VERT ORDER  -  SECOND    CLASS 0
 MJ0647
 MJ0647.The horizontal coordinates were scaled from a topographic map and have
 MJ0647.an estimated accuracy of +/- 6 seconds.
 MJ0647
 MJ0647.The orthometric height was determined by differential leveling
 MJ0647.and adjusted by the National Geodetic Survey in June 1991..
 MJ0647
 MJ0647.The geoid height was determined by GEOID03.
 MJ0647
 MJ0647.The dynamic height is computed by dividing the NAVD 88
 MJ0647.geopotential number by the normal gravity value computed on the
 MJ0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0647.degrees latitude (g = 980.6199 gals.).
 MJ0647
 MJ0647.The modeled gravity was interpolated from observed gravity values.
 MJ0647
 MJ0647;                    North         East    Units  Estimated Accuracy
 MJ0647;SPC IA S     -   136,900.      307,910.      MT  (+/- 180 meters Scaled)
 MJ0647
 MJ0647                          SUPERSEDED SURVEY CONTROL
 MJ0647
 MJ0647  NGVD 29 (??/??/92)  305.700  (m)         1002.95   (f) ADJ UNCH    2 0
 MJ0647
 MJ0647.Superseded values are not recommended for survey control.
 MJ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0647.See file dsdata.txt to determine how the superseded data were derived.
 MJ0647
 MJ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF660658(NAD 83)
 MJ0647_MARKER: DB = BENCH MARK DISK
 MJ0647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0647_SP_SET: PIER
 MJ0647_STAMPING: E 97 1935
 MJ0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0647
 MJ0647  HISTORY     - Date     Condition        Report By
 MJ0647  HISTORY     - 1935     MONUMENTED       CGS
 MJ0647  HISTORY     - 1947     GOOD             NGS
 MJ0647
 MJ0647                          STATION DESCRIPTION
 MJ0647
 MJ0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0647'5.4 MI SE FROM COUNCIL BLUFFS.
 MJ0647'5.4 MILES SOUTHEAST ALONG THE WABASH RAILROAD FROM THE UNION
 MJ0647'PACIFIC TRANSFER DEPOT AT COUNCIL BLUFFS, POTTAWATTAMIE COUNTY,
 MJ0647'AT THE OVERHEAD CROSSING OF U.S. HIGHWAY 34, IN THE EAST FACE
 MJ0647'OF THE NORTHEAST PIER, 12 FEET NORTH OF THE CENTER LINE OF THE
 MJ0647'TRACK, AND 4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 MJ0647'E 97 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0447 ***********************************************************************
 MJ0447  DESIGNATION -  E 99
 MJ0447  PID         -  MJ0447
 MJ0447  STATE/COUNTY-  IA/CASS
 MJ0447  USGS QUAD   -  LEWIS (1971)
 MJ0447
 MJ0447                         *CURRENT SURVEY CONTROL
 MJ0447  ___________________________________________________________________
 MJ0447* NAD 83(1986)-  41 17 01.     (N)    095 06 58.     (W)     SCALED    
 MJ0447* NAVD 88     -       354.239  (meters)    1162.20   (feet)  ADJUSTED  
 MJ0447  ___________________________________________________________________
 MJ0447  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 MJ0447  DYNAMIC HT  -         354.103 (meters)    1161.75  (feet)  COMP
 MJ0447  MODELED GRAV-     980,227.3   (mgal)                       NAVD 88
 MJ0447
 MJ0447  VERT ORDER  -  SECOND    CLASS 0
 MJ0447
 MJ0447.The horizontal coordinates were scaled from a topographic map and have
 MJ0447.an estimated accuracy of +/- 6 seconds.
 MJ0447
 MJ0447.The orthometric height was determined by differential leveling
 MJ0447.and adjusted by the National Geodetic Survey in June 1991..
 MJ0447
 MJ0447.The geoid height was determined by GEOID03.
 MJ0447
 MJ0447.The dynamic height is computed by dividing the NAVD 88
 MJ0447.geopotential number by the normal gravity value computed on the
 MJ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0447.degrees latitude (g = 980.6199 gals.).
 MJ0447
 MJ0447.The modeled gravity was interpolated from observed gravity values.
 MJ0447
 MJ0447;                    North         East    Units  Estimated Accuracy
 MJ0447;SPC IA S     -   143,800.      364,630.      MT  (+/- 180 meters Scaled)
 MJ0447
 MJ0447                          SUPERSEDED SURVEY CONTROL
 MJ0447
 MJ0447  NGVD 29 (??/??/92)  354.162  (m)         1161.95   (f) ADJ UNCH    2 0
 MJ0447
 MJ0447.Superseded values are not recommended for survey control.
 MJ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0447.See file dsdata.txt to determine how the superseded data were derived.
 MJ0447
 MJ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF227724(NAD 83)
 MJ0447_MARKER: DB = BENCH MARK DISK
 MJ0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0447_STAMPING: E 99 1935
 MJ0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0447+STABILITY: SURFACE MOTION
 MJ0447
 MJ0447  HISTORY     - Date     Condition        Report By
 MJ0447  HISTORY     - 1935     MONUMENTED       CGS
 MJ0447  HISTORY     - 1969     MARK NOT FOUND   USGS
 MJ0447
 MJ0447                          STATION DESCRIPTION
 MJ0447
 MJ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0447'2.1 MI SW FROM LEWIS.
 MJ0447'2.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0447'RAILROAD FROM THE STATION AT LEWIS, CASS COUNTY, 4-1/2 POLES
 MJ0447'NORTHEAST OF BRIDGE 4509, AT A ROAD CROSSING, 52 FEET SOUTH OF
 MJ0447'THE CENTERLINE OF THE TRACK, 30 FEET EAST OF THE CENTERLINE
 MJ0447'OF THE ROAD, 4 FEET WEST OF THE RIGHT-OF-WAY FENCE, 6 FEET SOUTH
 MJ0447'OF A POWER-TRANSMISSION LINE POLE, AND ABOUT 6 INCHES HIGHER
 MJ0447'THAN THE TRACK.  A STANDARD DISK, STAMPED E 99 1935 AND SET IN
 MJ0447'THE TOP OF A CONCRETE POST.  NOTE-- THE ROAD HAS BEEN WIDENED AND
 MJ0447'THE SITE OF THE MARK IS NOW A DITCH.
 MJ0447
 MJ0447                          STATION RECOVERY (1969)
 MJ0447
 MJ0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MJ0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0576 ***********************************************************************
 NK0576  DESIGNATION -  EAGLE
 NK0576  PID         -  NK0576
 NK0576  STATE/COUNTY-  IA/BLACK HAWK
 NK0576  USGS QUAD   -  EAGLE CENTER (1972)
 NK0576
 NK0576                         *CURRENT SURVEY CONTROL
 NK0576  ___________________________________________________________________
 NK0576* NAD 83(1996)-  42 19 35.56331(N)    092 20 19.13668(W)     ADJUSTED  
 NK0576* NAVD 88     -       288.0    (meters)     945.     (feet)  VERTCON   
 NK0576  ___________________________________________________________________
 NK0576  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 NK0576  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 NK0576
 NK0576  HORZ ORDER  -  SECOND
 NK0576
 NK0576.The horizontal coordinates were established by classical geodetic methods
 NK0576.and adjusted by the National Geodetic Survey in May 1999..
 NK0576
 NK0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0576
 NK0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0576
 NK0576.The geoid height was determined by GEOID03.
 NK0576
 NK0576;                    North         East     Units Scale Factor Converg.
 NK0576;SPC IA N     - 1,092,466.859 1,595,718.755   MT  0.99996299   +0 47 13.6
 NK0576;UTM  15      - 4,686,244.984   554,490.706   MT  0.99963653   +0 26 43.2
 NK0576
 NK0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0576!SPC IA N     -   0.99995973  x   0.99996299  =   0.99992272
 NK0576!UTM  15      -   0.99995973  x   0.99963653  =   0.99959628
 NK0576
 NK0576:                Primary Azimuth Mark                     Grid Az
 NK0576:SPC IA N     -  ST MARY MT CARMEL CH SPIRE               025 00 29.2
 NK0576:UTM  15      -  ST MARY MT CARMEL CH SPIRE               025 20 59.6
 NK0576
 NK0576|---------------------------------------------------------------------|
 NK0576| PID    Reference Object                     Distance      Geod. Az  |
 NK0576|                                                           dddmmss.s |
 NK0576| CI7198 ST MARY MT CARMEL CH SPIRE                         0254742.8 |
 NK0576| CI6238 EAGLE RM 2                            9.768 METERS 08813     |
 NK0576| CI6237 EAGLE RM 1                           11.984 METERS 27109     |
 NK0576|---------------------------------------------------------------------|
 NK0576
 NK0576                          SUPERSEDED SURVEY CONTROL
 NK0576
 NK0576  NAD 83(1996)-  42 19 35.56250(N)    092 20 19.13230(W) AD(       ) 2
 NK0576  NAD 83(1986)-  42 19 35.56025(N)    092 20 19.13192(W) AD(       ) 2
 NK0576  NAD 27      -  42 19 35.59657(N)    092 20 18.45628(W) AD(       ) 2
 NK0576  NGVD 29 (07/19/86)  288.0    (m)          945.     (f) VERT ANG       
 NK0576
 NK0576.Superseded values are not recommended for survey control.
 NK0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0576.See file dsdata.txt to determine how the superseded data were derived.
 NK0576
 NK0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5449186245(NAD 83)
 NK0576_MARKER: DD = SURVEY DISK
 NK0576_SETTING: 0 = UNSPECIFIED SETTING
 NK0576
 NK0576  HISTORY     - Date     Condition        Report By
 NK0576  HISTORY     - 1970     MONUMENTED       USGS
 NK0576
 NK0576                          STATION DESCRIPTION
 NK0576
 NK0576'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0576'THE STATION IS ABOUT 1.5 MI SE. OF THE SMALL COMMUNITY OF EAGLE
 NK0576'CENTER, ABOUT 200 FT W. OF THE COR. OF SECS. 22, 23, 26 AND 27,
 NK0576'T. 87 N., R. 13 W., ON TOP OF A PROMINENT RIDGE.
 NK0576'
 NK0576'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 63 AND
 NK0576'S. HWY. 175 ABOUT 5.5 MI S. OF HUDSON, GO E. ON GRAVEL
 NK0576'CO. RD. FOR 5.95 MI TO THE TOP OF A PROMINENT RIDGE AND THE
 NK0576'STATION ON THE LEFT, NW. OF A FARM YARD.
 NK0576'
 NK0576'THE STATION MARK, STAMPED ET EAGLE 1970 IS 30 FT N. AND 200 FT
 NK0576'W. CENTER CROSSROADS. 3.1 FT S. OF THE N. RIGHT-OF-WAY
 NK0576'FENCE AND 3.0 FT S. OF A USGS WITNESS POST.
 NK0576'
 NK0576'REFERENCE MARK NO. 1, STAMPED EAGLE NO 1 1970 IS W. OF THE
 NK0576'STATION, 30 FT N. CENTER RD. AND 2 FT S. OF THE
 NK0576'N. RIGHT-OF-WAY FENCE.
 NK0576'
 NK0576'REFERENCE MARK NO. 2, STAMPED EAGLE NO 2 1970 IS E. OF THE
 NK0576'STATION, 29 FT N. CENTER RD. AND 1.5 FT S. OF N. RIGHT-OF-WAY
 NK0576'FENCE.
 NK0576'
 NK0576'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 NK0576'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NK0576'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE SET
 NK0576'FLUSH WITH THE GROUND.
 NK0576'
 NK0576'NO AZIMUTH MARK WAS SET.
 NK0576'
 NK0576'REFERENCE AZIMUTH USED - ST. MARYS-MT. CARMEL CHURCH SPIRE,
 NK0576'1874.  POINT OBSERVED WAS CENTER CROSS ON TOP OF THE CHURCH
 NK0576'SPIRE OF ST. MARYS-MT. CARMEL CHURCH, LOCATED ABOUT 1.4 MI
 NK0576'E. OF EAGLE CENTER.  THE CHURCH IS BUILT OF WOOD, PAINTED WHITE
 NK0576'AND THE SPIRE EXTENDS ABOVE THE W. END OF THE CHURCH.  IT IS
 NK0576'ABOUT 100 FT N. CENTER HWY., T. 87 N., R. 13 W., ABOUT 0.1 MI
 NK0576'W. OF QUARTER COR. BETWEEN SECS. 14 AND 23.
 NK0576'
 NK0576'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0746 ***********************************************************************
 NK0746  DESIGNATION -  EAGLE
 NK0746  PID         -  NK0746
 NK0746  STATE/COUNTY-  IA/WRIGHT
 NK0746  USGS QUAD   -  EAGLE GROVE (1978)
 NK0746
 NK0746                         *CURRENT SURVEY CONTROL
 NK0746  ___________________________________________________________________
 NK0746* NAD 83(1996)-  42 40 23.59857(N)    093 54 22.89726(W)     ADJUSTED  
 NK0746* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 NK0746  ___________________________________________________________________
 NK0746  LAPLACE CORR-           8.75  (seconds)                    DEFLEC99
 NK0746  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 NK0746
 NK0746  HORZ ORDER  -  FIRST
 NK0746
 NK0746.The horizontal coordinates were established by classical geodetic methods
 NK0746.and adjusted by the National Geodetic Survey in May 1999..
 NK0746
 NK0746.The orthometric height was scaled from a topographic map.
 NK0746
 NK0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0746
 NK0746.The geoid height was determined by GEOID03.
 NK0746
 NK0746;                    North         East     Units Scale Factor Converg.
 NK0746;SPC IA N     - 1,130,397.415 1,466,691.880   MT  0.99994537   -0 16 31.5
 NK0746;UTM  15      - 4,724,925.848   425,733.520   MT  0.99966786   -0 36 51.7
 NK0746
 NK0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0746!SPC IA N     -   0.99995042  x   0.99994537  =   0.99989579
 NK0746!UTM  15      -   0.99995042  x   0.99966786  =   0.99961829
 NK0746
 NK0746:                Primary Azimuth Mark                     Grid Az
 NK0746:SPC IA N     -  EAGLE AZ MK                              026 34 20.5
 NK0746:UTM  15      -  EAGLE AZ MK                              026 54 40.7
 NK0746
 NK0746|---------------------------------------------------------------------|
 NK0746| PID    Reference Object                     Distance      Geod. Az  |
 NK0746|                                                           dddmmss.s |
 NK0746| CI6230 EAGLE AZ MK                                        0261749.0 |
 NK0746| NK0738 CLARION COUNTY CTHSE TOWER          APPROX.15.7 KM 0652001.2 |
 NK0746| NK0740 CLARION CITY WATER TANK             APPROX.15.5 KM 0653307.7 |
 NK0746| NK0745 EAGLE GROVE IOWA POWER CO STK       APPROX. 0.9 KM 1582332.2 |
 NK0746| NK0744 EAGLE GROVE MUNICIPAL SPIPE         APPROX. 1.0 KM 1612101.9 |
 NK0746| CI6231 EAGLE RM 1                           32.440 METERS 18047     |
 NK0746| NL0719 THOR                                APPROX.16.7 KM 2714918.2 |
 NK0746| CI6232 EAGLE RM 2                           26.121 METERS 30003     |
 NK0746| NK0749 RENWICK MUNICIPAL TANK              APPROX.18.2 KM 3411316.5 |
 NK0746| NK0742 GOLDFIELD MUNICIPAL TANK            APPROX. 6.9 KM 3495943.7 |
 NK0746| NK0741 GOLDFIELD PUBLIC SCHOOL CUPOLA      APPROX. 6.7 KM 3503242.0 |
 NK0746|---------------------------------------------------------------------|
 NK0746
 NK0746                          SUPERSEDED SURVEY CONTROL
 NK0746
 NK0746  NAD 83(1996)-  42 40 23.59830(N)    093 54 22.89613(W) AD(       ) 1
 NK0746  NAD 83(1986)-  42 40 23.59167(N)    093 54 22.88664(W) AD(       ) 1
 NK0746  NAD 27      -  42 40 23.69300(N)    093 54 22.08200(W) AD(       ) 1
 NK0746
 NK0746.Superseded values are not recommended for survey control.
 NK0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0746.See file dsdata.txt to determine how the superseded data were derived.
 NK0746
 NK0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH2573424926(NAD 83)
 NK0746_MARKER: DS = TRIANGULATION STATION DISK
 NK0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0746
 NK0746  HISTORY     - Date     Condition        Report By
 NK0746  HISTORY     - 1938     MONUMENTED       CGS
 NK0746  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0746  HISTORY     - 1975     GOOD             NGS
 NK0746
 NK0746                          STATION DESCRIPTION
 NK0746
 NK0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0746'STATION EAGLE IS IN THE N SIDE OF THE CITY OF EAGLE GROVE
 NK0746'NEAR THE SW CORNER OF SEC. 22, T 91 N, R 26 W, ON LAND
 NK0746'OWNED AND OCCUPIED BY T.L. TEGLAND.  CONSENT OBTAINED.  IT
 NK0746'IS 44 FEET S OF A FENCE CORNER AND POLE, 55 FEET W OF THE
 NK0746'CENTER LINE OF IOWA ROUTE 60 (PAVED), AND 75 FEET S OF THE
 NK0746'CENTER LINE OF STREET.  THE MARK IS FLUSH.
 NK0746'
 NK0746'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NK0746'BRONZE DISKS SET IN CONCRETE.
 NK0746'
 NK0746'REFERENCE MARK NO. 1 IS S OF THE STATION IN THE W RIGHT-OF-WAY
 NK0746'FENCE-LINE, 40 FEET SW OF HIGH-LINE POLE, 40 FEET W OF THE
 NK0746'CENTER LINE OF IOWA ROUTE 60, AND PROJECTS 6 INCHES.  REFERENCE
 NK0746'MARK NO. 2 IS NW OF THE STATION IN THE S RIGHT-OF-WAY FENCE-LINE,
 NK0746'35 FEET S OF THE CENTER LINE OF STREET, AND PROJECTS 6 INCHES.
 NK0746'
 NK0746'THE AZIMUTH MARK IS NE OF THE STATION 0.15 MILE, 35 FEET
 NK0746'E OF THE CENTER LINE OF A N-S STREET, 25 FEET SE OF HIGH-LINE
 NK0746'POLE WITH TRANSFORMER IN A N-S FENCE-LINE, AND PROJECTS 6
 NK0746'INCHES.
 NK0746'
 NK0746'STATION WAS REACHED FROM A POINT IN EAGLE GROVE, WHERE IOWA
 NK0746'ROUTE 60 (PAVED) CROSSES RR TRACKS, BY GOING N ON IOWA ROUTE
 NK0746'60 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 NK0746'
 NK0746'STATIONS THOR, HARDY, PASKIN, CORNELIA, AND DELANO WITH
 NK0746'90-FOOT TOWERS REQUIRE A 90-FOOT TOWER AT THIS STATION.
 NK0746'
 NK0746'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NK0746
 NK0746                          STATION RECOVERY (1974)
 NK0746
 NK0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (CDL)
 NK0746'THIS STA. AND R.M. 1 WAS SEARCHED FOR BUT NOT FOUND.  ACCORDING
 NK0746'TO THE RESIDENTS IN THE AREA, THAT THE AREA WHERE THE STA.
 NK0746'WAS AT, WAS DUG UP WHEN THE HWY. WAS WIDENED.
 NK0746
 NK0746                          STATION RECOVERY (1975)
 NK0746
 NK0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NK0746'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 NK0746'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND IN A BEAN FIELD AND
 NK0746'TILTED OUT OF POSITION.  THE AZIMUTH MARK CONCRETE MONUMENT WAS
 NK0746'REMOVED FROM THE FIELD AND THE DISK WAS RECLAIMED THIS DATE.  NO
 NK0746'VISIBLE PLACE TO SET A NEW AZIMUTH MARK.  DUE TO SOME CHANGES IN
 NK0746'THE AREA A NEW DESCRIPTION FOLLOWS--
 NK0746'
 NK0746'THE STATION IS IN A PASTURE LOT AT THE NORTH EDGE OF EAGLE GROVE
 NK0746'AND NEAR THE SOUTHWEST CORNER OF SECTION 22, T 91 N, R 26 W.
 NK0746'
 NK0746'TO REACH FROM THE RAILROAD CROSSING STATE HIGHWAY 17 NEAR THE NORTH
 NK0746'PART OF EAGLE GROVE, GO NORTHERLY ON HIGHWAY 17 FOR 0.2 MILE TO
 NK0746'TENTH AVENUE AND THE STATION ON THE LEFT.
 NK0746'
 NK0746'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED EAGLE 1938,
 NK0746'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 2
 NK0746'INCHES BELOW THE GROUND SURFACE.  IT IS 61 FEET SOUTH OF THE SOUTH
 NK0746'CURB OF TENTH AVENUE, 32 FEET SOUTH OF A CORNER FENCE AND GATE
 NK0746'POST, 29 FEET WEST OF THE WEST CURB OF IOWA AVENUE AND HIGHWAY 17
 NK0746'AND 5 FEET WEST OF A METAL WITNESS POST IN A NORTH-SOUTH
 NK0746'FENCELINE.  THE UNDERGROUND MARK WAS NOT INSPECTED THIS
 NK0746'DATE.
 NK0746'
 NK0746'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EAGLE NO 1 1938, SET IN
 NK0746'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NK0746'GROUND SURFACE.  IT IS 16 FEET WEST OF THE WEST CURB OF IOWA
 NK0746'AVENUE, 1 FOOT SOUTH OF A METAL WITNESS POST AND 1 FOOT NORTHWEST
 NK0746'OF AN IRON RIGHT-OF-WAY POST IN THE NORTH-SOUTH FENCELINE.
 NK0746'
 NK0746'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EAGLE NO 2 1938, SET IN
 NK0746'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 NK0746'INCHES ABOVE THE GROUND SURFACE.  IT IS 19 FEET SOUTH OF THE SOUTH
 NK0746'CURB OF TENTH AVENUE, 1 FOOT WEST OF A METAL WITNESS POST AND IN
 NK0746'AN EAST-WEST FENCELINE.
 NK0746'
 NK0746'NOTE--THE DIRECTIONS TO THE REFERENCE MARKS WERE NOT OBSERVED THIS
 NK0746'DATE.
 NK0746'
 NK0746'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EAGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0745 ***********************************************************************
 NK0745  DESIGNATION -  EAGLE GROVE IOWA POWER CO STK
 NK0745  PID         -  NK0745
 NK0745  STATE/COUNTY-  IA/WRIGHT
 NK0745  USGS QUAD   -  EAGLE GROVE (1978)
 NK0745
 NK0745                         *CURRENT SURVEY CONTROL
 NK0745  ___________________________________________________________________
 NK0745* NAD 83(1996)-  42 39 57.73394(N)    093 54 09.01577(W)     ADJUSTED  
 NK0745* NAVD 88     -                                                        
 NK0745  ___________________________________________________________________
 NK0745  LAPLACE CORR-           8.61  (seconds)                    DEFLEC99
 NK0745  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 NK0745
 NK0745  HORZ ORDER  -  THIRD
 NK0745
 NK0745.The horizontal coordinates were established by classical geodetic methods
 NK0745.and adjusted by the National Geodetic Survey in May 1999..
 NK0745
 NK0745
 NK0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0745
 NK0745.The geoid height was determined by GEOID03.
 NK0745
 NK0745;                    North         East     Units Scale Factor Converg.
 NK0745;SPC IA N     - 1,129,597.843 1,467,004.140   MT  0.99994537   -0 16 22.1
 NK0745;UTM  15      - 4,724,124.665   426,040.959   MT  0.99966730   -0 36 42.0
 NK0745
 NK0745                          SUPERSEDED SURVEY CONTROL
 NK0745
 NK0745  NAD 83(1996)-  42 39 57.73364(N)    093 54 09.01460(W) AD(       ) 4
 NK0745  NAD 83(1986)-  42 39 57.72693(N)    093 54 09.00539(W) AD(       ) 4
 NK0745  NAD 27      -  42 39 57.83100(N)    093 54 08.20300(W) AD(       ) 3
 NK0745
 NK0745.Superseded values are not recommended for survey control.
 NK0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0745.See file dsdata.txt to determine how the superseded data were derived.
 NK0745
 NK0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH2604124125(NAD 83)
 NK0745_MARKER: 63 = STACK
 NK0745
 NK0745  HISTORY     - Date     Condition        Report By
 NK0745  HISTORY     - 1938     FIRST OBSERVED   CGS
 NK0745
 NK0745                          STATION DESCRIPTION
 NK0745
 NK0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0745'POINT OBSERVED UPON WAS THE CENTER OF SMOKESTACK OF THE IOWA
 NK0745'P. AND L. COMPANY POWER PLANT.  STACK IS STEEL, PAINTED SILVER,
 NK0745'APPROXIMATELY 100 FEET HIGH, AND LOCATED ON LUCAS STREET, 1
 NK0745'BLOCK N OF MAIN STREET.
 NK0745'
 NK0745'OBSERVED UPON FROM TRIANGULATION STATIONS THOR, PASKIN, EAGLE,
 NK0745'CORNELIA AND DELANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0744 ***********************************************************************
 NK0744  DESIGNATION -  EAGLE GROVE MUNICIPAL SPIPE
 NK0744  PID         -  NK0744
 NK0744  STATE/COUNTY-  IA/WRIGHT
 NK0744  USGS QUAD   -  EAGLE GROVE (1978)
 NK0744
 NK0744                         *CURRENT SURVEY CONTROL
 NK0744  ___________________________________________________________________
 NK0744* NAD 83(1996)-  42 39 53.96976(N)    093 54 09.34780(W)     ADJUSTED  
 NK0744* NAVD 88     -                                                        
 NK0744  ___________________________________________________________________
 NK0744  LAPLACE CORR-           8.60  (seconds)                    DEFLEC99
 NK0744  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 NK0744
 NK0744  HORZ ORDER  -  THIRD
 NK0744
 NK0744.The horizontal coordinates were established by classical geodetic methods
 NK0744.and adjusted by the National Geodetic Survey in May 1999..
 NK0744
 NK0744
 NK0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0744
 NK0744.The geoid height was determined by GEOID03.
 NK0744
 NK0744;                    North         East     Units Scale Factor Converg.
 NK0744;SPC IA N     - 1,129,481.734 1,466,996.026   MT  0.99994537   -0 16 22.3
 NK0744;UTM  15      - 4,724,008.639   426,032.161   MT  0.99966731   -0 36 42.2
 NK0744
 NK0744                          SUPERSEDED SURVEY CONTROL
 NK0744
 NK0744  NAD 83(1996)-  42 39 53.96946(N)    093 54 09.34663(W) AD(       ) 4
 NK0744  NAD 83(1986)-  42 39 53.96262(N)    093 54 09.33738(W) AD(       ) 4
 NK0744  NAD 27      -  42 39 54.06600(N)    093 54 08.53500(W) AD(       ) 3
 NK0744
 NK0744.Superseded values are not recommended for survey control.
 NK0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0744.See file dsdata.txt to determine how the superseded data were derived.
 NK0744
 NK0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH2603224009(NAD 83)
 NK0744_MARKER: 52 = STANDPIPE TANK
 NK0744
 NK0744  HISTORY     - Date     Condition        Report By
 NK0744  HISTORY     - 1938     FIRST OBSERVED   CGS
 NK0744
 NK0744                          STATION DESCRIPTION
 NK0744
 NK0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0744'POINT OBSERVED UPON WAS THE FINIAL OF STANDPIPE OF THE MUNICIPAL
 NK0744'WATER WORKS OF EAGLE GROVE.  STANDPIPE IS STEEL, PAINTED SILVER,
 NK0744'AND APPROXIMATELY 75 FEET HIGH.  LOCATED ON LUCAS STREET 1 BLOCK
 NK0744'OF MAIN STREET.
 NK0744'
 NK0744'OBSERVED UPON FROM TRIANGULATION STATIONS THOR, EAGLE, PASKIN,
 NK0744'CORNELIA AND DELANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0743 ***********************************************************************
 NK0743  DESIGNATION -  EAGLE GROVE RDHSE SMOKESTACK
 NK0743  PID         -  NK0743
 NK0743  STATE/COUNTY-  IA/WRIGHT
 NK0743  USGS QUAD   -  EAGLE GROVE (1978)
 NK0743
 NK0743                         *CURRENT SURVEY CONTROL
 NK0743  ___________________________________________________________________
 NK0743* NAD 83(1996)-  42 40 08.30929(N)    093 54 14.45529(W)     ADJUSTED  
 NK0743* NAVD 88     -                                                        
 NK0743  ___________________________________________________________________
 NK0743  LAPLACE CORR-           8.67  (seconds)                    DEFLEC99
 NK0743  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 NK0743
 NK0743  HORZ ORDER  -  THIRD
 NK0743
 NK0743.The horizontal coordinates were established by classical geodetic methods
 NK0743.and adjusted by the National Geodetic Survey in May 1999..
 NK0743
 NK0743
 NK0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0743
 NK0743.The geoid height was determined by GEOID03.
 NK0743
 NK0743;                    North         East     Units Scale Factor Converg.
 NK0743;SPC IA N     - 1,129,924.739 1,466,881.836   MT  0.99994537   -0 16 25.7
 NK0743;UTM  15      - 4,724,452.188   425,920.624   MT  0.99966751   -0 36 45.8
 NK0743
 NK0743                          SUPERSEDED SURVEY CONTROL
 NK0743
 NK0743  NAD 83(1996)-  42 40 08.30904(N)    093 54 14.45423(W) AD(       ) 4
 NK0743  NAD 83(1986)-  42 40 08.30273(N)    093 54 14.44542(W) AD(       ) 4
 NK0743  NAD 27      -  42 40 08.40600(N)    093 54 13.63900(W) AD(       ) 3
 NK0743
 NK0743.Superseded values are not recommended for survey control.
 NK0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0743.See file dsdata.txt to determine how the superseded data were derived.
 NK0743
 NK0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH2592124452(NAD 83)
 NK0743_MARKER: 63 = STACK
 NK0743
 NK0743  HISTORY     - Date     Condition        Report By
 NK0743  HISTORY     - 1938     FIRST OBSERVED   CGS
 NK0743
 NK0743                          STATION DESCRIPTION
 NK0743
 NK0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0743'POINT OBSERVED UPON WAS THE CENTER OF LARGE BRICK SMOKESTACK
 NK0743'OF THE C. AND G.W. RR ROUNDHOUSE.  LOCATED AT THE N EDGE OF
 NK0743'TOWN.  STACK IS APPROXIMATELY 100 FEET HIGH.
 NK0743'
 NK0743'OBSERVED UPON FROM TRIANGULATION STATIONS PASKIN, CORNELIA AND
 NK0743'DELANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0760 ***********************************************************************
 NK0760  DESIGNATION -  EAGLEPORT
 NK0760  PID         -  NK0760
 NK0760  STATE/COUNTY-  IA/WRIGHT
 NK0760  USGS QUAD   -  EAGLE GROVE (1978)
 NK0760
 NK0760                         *CURRENT SURVEY CONTROL
 NK0760  ___________________________________________________________________
 NK0760* NAD 83(1996)-  42 42 32.86201(N)    093 54 54.01374(W)     ADJUSTED  
 NK0760* NAVD 88     -       344.2    (meters)    1129.     (feet)  VERTCON   
 NK0760  ___________________________________________________________________
 NK0760  X           -    -320,501.234 (meters)                     COMP
 NK0760  Y           -  -4,683,208.695 (meters)                     COMP
 NK0760  Z           -   4,304,028.150 (meters)                     COMP
 NK0760  LAPLACE CORR-           8.94  (seconds)                    DEFLEC99
 NK0760  ELLIP HEIGHT-         316.08  (meters)          (05/06/99) GPS OBS
 NK0760  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 NK0760
 NK0760  HORZ ORDER  -  THIRD
 NK0760  ELLP ORDER  -  FOURTH    CLASS I
 NK0760
 NK0760.This mark is at Eagle Grove Municipal Airport (EAG)
 NK0760
 NK0760.The horizontal coordinates were established by GPS observations
 NK0760.and adjusted by the National Geodetic Survey in May 1999..
 NK0760
 NK0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0760
 NK0760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0760
 NK0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0760
 NK0760.The ellipsoidal height was determined by GPS observations
 NK0760.and is referenced to NAD 83.
 NK0760
 NK0760.The geoid height was determined by GEOID03.
 NK0760
 NK0760;                    North         East     Units Scale Factor Converg.
 NK0760;SPC IA N     - 1,134,389.328 1,466,002.987   MT  0.99994563   -0 16 52.6
 NK0760;UTM  15      - 4,728,920.662   425,068.454   MT  0.99966908   -0 37 14.4
 NK0760
 NK0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0760!SPC IA N     -   0.99995043  x   0.99994563  =   0.99989606
 NK0760!UTM  15      -   0.99995043  x   0.99966908  =   0.99961953
 NK0760
 NK0760:                Primary Azimuth Mark                     Grid Az
 NK0760:SPC IA N     -  EAGLEPORT AZ MK                          318 33 00.0
 NK0760:UTM  15      -  EAGLEPORT AZ MK                          318 53 21.8
 NK0760
 NK0760|---------------------------------------------------------------------|
 NK0760| PID    Reference Object                     Distance      Geod. Az  |
 NK0760|                                                           dddmmss.s |
 NK0760| NK0761 EAGLEPORT AZ MK                     APPROX. 0.5 KM 3181607.4 |
 NK0760|---------------------------------------------------------------------|
 NK0760
 NK0760                          SUPERSEDED SURVEY CONTROL
 NK0760
 NK0760  NAD 83(1996)-  42 42 32.86207(N)    093 54 54.01371(W) AD(       ) 3
 NK0760  NAD 83(1986)-  42 42 32.85920(N)    093 54 54.00602(W) AD(       ) 3
 NK0760  NGVD 29 (07/09/90)  344.1    (m)         1129.     (f) GPS OBS        
 NK0760
 NK0760.Superseded values are not recommended for survey control.
 NK0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0760.See file dsdata.txt to determine how the superseded data were derived.
 NK0760
 NK0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH2506828921(NAD 83)
 NK0760_MARKER: I = METAL ROD
 NK0760_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NK0760_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NK0760_STAMPING: EAGLEPORT 1989
 NK0760_MARK LOGO: NGS   
 NK0760_PROJECTION: FLUSH
 NK0760_MAGNETIC: I = MARKER IS A STEEL ROD
 NK0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0760+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NK0760_ROD/PIPE-DEPTH: 7.0  meters
 NK0760_SLEEVE-DEPTH  : 0.91 meters
 NK0760
 NK0760  HISTORY     - Date     Condition        Report By
 NK0760  HISTORY     - 1989     MONUMENTED       NGS
 NK0760
 NK0760                          STATION DESCRIPTION
 NK0760
 NK0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NK0760'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) NORTH OF EAGLE GROVE, AT
 NK0760'THE EAGLE GROVE MUNICIPAL AIRPORT AT THE JUNCTION OF THE ENTRANCE RAMP
 NK0760'AND RUNWAY.  OWNERSHIP--CITY OF EAGLE GROVE, EAGLE GROVE, IA 50533,
 NK0760'PHONE (712) 448-4343.  THE AIRPORT MANAGER IS T. E. SUHUTT, PHONE
 NK0760'(515) 532-3459.
 NK0760'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGH 17 (COMMERCIAL
 NK0760'AVENUE) AND BROADWAY IN EAGLE GROVE, GO NORTH ON STATE HIGHWAY 17 FOR
 NK0760'5.14 KM (3.20 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 NK0760'WEST, AND GO FOR 0.16 KM (0.10 MI) TO A CHAIN GATE ON THE LEFT AT THE
 NK0760'HANGARS.  TURN LEFT ONTO THE APRON, THEN RIGHT ONTO THE ENTRANCE RAMP
 NK0760'FOR 0.3 KM (0.20 MI) TO THE JUNCTION OF THE RUNWAY AND THE STATION ON
 NK0760'THE RIGHT.
 NK0760'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NK0760'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NK0760'SURROUNDED BY CONCRETE.  LOCATED 16.5 M (54.1 FT) NORTHEAST OF THE
 NK0760'CENTER OF THE RUNWAY, 12.4 M (40.7 FT) NORTH OF THE CENTER OF THE
 NK0760'ENTRANCE RAMP, 1.7 M (5.6 FT) NORTH-NORTHWEST OF A RAMP BEACON LIGHT
 NK0760'AND 1.3 M (4.3 FT) NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST.
 NK0760'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NK0760'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0761 ***********************************************************************
 NK0761  DESIGNATION -  EAGLEPORT AZ MK
 NK0761  PID         -  NK0761
 NK0761  STATE/COUNTY-  IA/WRIGHT
 NK0761  USGS QUAD   -  EAGLE GROVE (1978)
 NK0761
 NK0761                         *CURRENT SURVEY CONTROL
 NK0761  ___________________________________________________________________
 NK0761* NAD 83(1996)-  42 42 45.51531(N)    093 55 09.31851(W)     ADJUSTED  
 NK0761* NAVD 88     -       344.2    (meters)    1129.     (feet)  VERTCON   
 NK0761  ___________________________________________________________________
 NK0761  X           -    -320,830.624 (meters)                     COMP
 NK0761  Y           -  -4,682,920.695 (meters)                     COMP
 NK0761  Z           -   4,304,315.088 (meters)                     COMP
 NK0761  LAPLACE CORR-           9.02  (seconds)                    DEFLEC99
 NK0761  ELLIP HEIGHT-         316.12  (meters)          (05/06/99) GPS OBS
 NK0761  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 NK0761
 NK0761  HORZ ORDER  -  THIRD
 NK0761  ELLP ORDER  -  FOURTH    CLASS I
 NK0761
 NK0761.This mark is at Eagle Grove Municipal Airport (EAG)
 NK0761
 NK0761.The horizontal coordinates were established by GPS observations
 NK0761.and adjusted by the National Geodetic Survey in May 1999..
 NK0761
 NK0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0761
 NK0761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0761
 NK0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0761
 NK0761.The ellipsoidal height was determined by GPS observations
 NK0761.and is referenced to NAD 83.
 NK0761
 NK0761.The geoid height was determined by GEOID03.
 NK0761
 NK0761;                    North         East     Units Scale Factor Converg.
 NK0761;SPC IA N     - 1,134,781.470 1,465,656.658   MT  0.99994568   -0 17 02.9
 NK0761;UTM  15      - 4,729,314.740   424,724.550   MT  0.99966971   -0 37 24.9
 NK0761
 NK0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0761!SPC IA N     -   0.99995043  x   0.99994568  =   0.99989611
 NK0761!UTM  15      -   0.99995043  x   0.99966971  =   0.99962015
 NK0761
 NK0761:                Primary Azimuth Mark                     Grid Az
 NK0761:SPC IA N     -  EAGLEPORT                                138 32 59.9
 NK0761:UTM  15      -  EAGLEPORT                                138 53 21.9
 NK0761
 NK0761|---------------------------------------------------------------------|
 NK0761| PID    Reference Object                     Distance      Geod. Az  |
 NK0761|                                                           dddmmss.s |
 NK0761| NK0760 EAGLEPORT                           APPROX. 0.5 KM 1381557.0 |
 NK0761|---------------------------------------------------------------------|
 NK0761
 NK0761                          SUPERSEDED SURVEY CONTROL
 NK0761
 NK0761  NAD 83(1996)-  42 42 45.51537(N)    093 55 09.31849(W) AD(       ) 3
 NK0761  NAD 83(1986)-  42 42 45.51217(N)    093 55 09.31001(W) AD(       ) 3
 NK0761  NGVD 29 (07/09/90)  344.2    (m)         1129.     (f) GPS OBS        
 NK0761
 NK0761.Superseded values are not recommended for survey control.
 NK0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0761.See file dsdata.txt to determine how the superseded data were derived.
 NK0761
 NK0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH2472529315(NAD 83)
 NK0761_MARKER: I = METAL ROD
 NK0761_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NK0761_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NK0761_STAMPING: EAGLEPORT AZ MK 1989
 NK0761_MARK LOGO: NGS   
 NK0761_PROJECTION: FLUSH
 NK0761_MAGNETIC: I = MARKER IS A STEEL ROD
 NK0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0761+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NK0761_ROD/PIPE-DEPTH: 10.7 meters
 NK0761_SLEEVE-DEPTH  : 0.91 meters
 NK0761
 NK0761  HISTORY     - Date     Condition        Report By
 NK0761  HISTORY     - 1989     MONUMENTED       NGS
 NK0761
 NK0761                          STATION DESCRIPTION
 NK0761
 NK0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NK0761'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) NORTH OF EAGLE GROVE, AT
 NK0761'THE EAGLE GROVE MUNICIPAL AIRPORT AT THE EAST CORNER OF THE
 NK0761'TURN-AROUND AT THE END OF RUNWAY 13.  OWNERSHIP--CITY OF EAGLE GROVE,
 NK0761'EAGLE GROVE, IA 50533, PHONE (712) 448-4343.  THE AIRPORT MANAGER IS
 NK0761'T. E. SUHUTT, PHONE (515) 532-3459.
 NK0761'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 (COMMERCIAL
 NK0761'AVENUE) AND BROADWAY IN EAGLE GROVE, GO NORTH ON STATE HIGHWAY 17 FOR
 NK0761'5.14 KM (3.20 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 NK0761'WEST, FOR 0.16 KM (0.10 MI) TO A CHAIN GATE ON THE LEFT AT THE
 NK0761'HANGARS.  TURN LEFT ONTO THE APRON, THEN RIGHT ONTO THE ENTRANCE RAMP
 NK0761'FOR 0.3 KM (0.20 MI) TO THE JUNCTION OF THE RUNWAY.  TURN RIGHT,
 NK0761'NORTHWEST, FOR 0.48 KM (0.30 MI) TO A TURN-AROUND AT THE END OF RUNWAY
 NK0761'13 AND THE MARK ON THE RIGHT AT THE EAST CORNER OF THE TURN-AROUND.
 NK0761'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NK0761'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NK0761'SURROUNDED BY CONCRETE.  LOCATED 33.5 M (109.9 FT) NORTHEAST OF THE
 NK0761'CENTER OF THE RUNWAY, 13.7 M (44.9 FT) SOUTHEAST OF THE CENTER OF THE
 NK0761'TURN-AROUND, 0.90 M (3.0 FT) EAST OF THE EAST CORNER OF THE
 NK0761'TURN-AROUND AND 0.9 M (3.0 FT) EAST-SOUTHEAST OF A FIBERGLASS WITNESS
 NK0761'POST.
 NK0761'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NK0761'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0086 ***********************************************************************
 MJ0086  DESIGNATION -  EARLHAM
 MJ0086  PID         -  MJ0086
 MJ0086  STATE/COUNTY-  IA/MADISON
 MJ0086  USGS QUAD   -  EARLHAM EAST (1983)
 MJ0086
 MJ0086                         *CURRENT SURVEY CONTROL
 MJ0086  ___________________________________________________________________
 MJ0086* NAD 83(1986)-  41 29 45.     (N)    094 07 24.     (W)     SCALED    
 MJ0086* NAVD 88     -       334.964  (meters)    1098.96   (feet)  ADJUSTED  
 MJ0086  ___________________________________________________________________
 MJ0086  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 MJ0086  DYNAMIC HT  -         334.816 (meters)    1098.48  (feet)  COMP
 MJ0086  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 MJ0086
 MJ0086  VERT ORDER  -  FIRST     CLASS II
 MJ0086
 MJ0086.The horizontal coordinates were scaled from a topographic map and have
 MJ0086.an estimated accuracy of +/- 6 seconds.
 MJ0086
 MJ0086.The orthometric height was determined by differential leveling
 MJ0086.and adjusted by the National Geodetic Survey in June 1991..
 MJ0086
 MJ0086.The geoid height was determined by GEOID03.
 MJ0086
 MJ0086.The dynamic height is computed by dividing the NAVD 88
 MJ0086.geopotential number by the normal gravity value computed on the
 MJ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0086.degrees latitude (g = 980.6199 gals.).
 MJ0086
 MJ0086.The modeled gravity was interpolated from observed gravity values.
 MJ0086
 MJ0086;                    North         East    Units  Estimated Accuracy
 MJ0086;SPC IA S     -   166,300.      447,950.      MT  (+/- 180 meters Scaled)
 MJ0086
 MJ0086                          SUPERSEDED SURVEY CONTROL
 MJ0086
 MJ0086  NGVD 29 (??/??/92)  334.900  (m)         1098.75   (f) ADJ UNCH    1 2
 MJ0086
 MJ0086.Superseded values are not recommended for survey control.
 MJ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0086.See file dsdata.txt to determine how the superseded data were derived.
 MJ0086
 MJ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF062944(NAD 83)
 MJ0086_MARKER: DB = BENCH MARK DISK
 MJ0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0086_SP_SET: WALL
 MJ0086_STAMPING: EARLHAM 1950
 MJ0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0086
 MJ0086  HISTORY     - Date     Condition        Report By
 MJ0086  HISTORY     - 1950     MONUMENTED       CGS
 MJ0086
 MJ0086                          STATION DESCRIPTION
 MJ0086
 MJ0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0086'AT EARLHAM.
 MJ0086'AT EARLHAM, AT THE JUNCTION OF COUNTY ROAD P AND STATE HIGHWAY
 MJ0086'232, SET VERTICALLY IN THE NORTH WALL OF THE EARLHAM SCHOOL,
 MJ0086'4.8 FEET ABOVE THE GROUND, 1.8 FEET WEST OF THE NORTHEAST CORNER
 MJ0086'OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1178 ***********************************************************************
 MJ1178  DESIGNATION -  EARLING CATH CH STEEPLE
 MJ1178  PID         -  MJ1178
 MJ1178  STATE/COUNTY-  IA/SHELBY
 MJ1178  USGS QUAD   -  EARLING (1971)
 MJ1178
 MJ1178                         *CURRENT SURVEY CONTROL
 MJ1178  ___________________________________________________________________
 MJ1178* NAD 83(1996)-  41 46 32.91377(N)    095 25 01.28524(W)     ADJUSTED  
 MJ1178* NAVD 88     -                                                        
 MJ1178  ___________________________________________________________________
 MJ1178  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 MJ1178  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 MJ1178
 MJ1178  HORZ ORDER  -  THIRD
 MJ1178
 MJ1178.The horizontal coordinates were established by classical geodetic methods
 MJ1178.and adjusted by the National Geodetic Survey in May 1999..
 MJ1178
 MJ1178
 MJ1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1178
 MJ1178.The geoid height was determined by GEOID03.
 MJ1178
 MJ1178;                    North         East     Units Scale Factor Converg.
 MJ1178;SPC IA S     -   198,963.573   340,629.968   MT  0.99999867   -1 15 45.9
 MJ1178;SPC IA N     - 1,032,443.519 1,340,620.076   MT  1.00006550   -1 17 57.3
 MJ1178;UTM  15      - 4,627,708.782   299,119.967   MT  1.00009659   -1 36 38.9
 MJ1178
 MJ1178                          SUPERSEDED SURVEY CONTROL
 MJ1178
 MJ1178  NAD 83(1996)-  41 46 32.91478(N)    095 25 01.28876(W) AD(       ) 4
 MJ1178  NAD 83(1986)-  41 46 32.91562(N)    095 25 01.28941(W) AD(       ) 4
 MJ1178  NAD 27      -  41 46 32.96500(N)    095 25 00.27900(W) AD(       ) 3
 MJ1178
 MJ1178.Superseded values are not recommended for survey control.
 MJ1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1178.See file dsdata.txt to determine how the superseded data were derived.
 MJ1178
 MJ1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9912027709(NAD 83)
 MJ1178
 MJ1178  HISTORY     - Date     Condition        Report By
 MJ1178  HISTORY     - 1930     FIRST OBSERVED   CGS
 MJ1178  HISTORY     - 1950     GOOD             CGS
 MJ1178  HISTORY     - 1981     GOOD             NGS
 MJ1178
 MJ1178                          STATION DESCRIPTION
 MJ1178
 MJ1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1178'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE SMALL
 MJ1178'TOWN OF EARLING.  IT IS ABOUT 120 FEET HIGH, OF ROCK CONSTRUCTION,
 MJ1178'AND HAS BLACK SHINGLES ON THE STEEPLE ROOF.
 MJ1178'
 MJ1178'TO REACH THE STATION FROM THE POST OFFICE IN EARLING, GO NORTH
 MJ1178'FOR 1/2 BLOCK, TURN RIGHT AND GO EAST FOR 1/2 BLOCK TO STATION
 MJ1178'ON THE LEFT.  POINT INTERSECTED WAS TOP OF THE STEEPLE.  THIS
 MJ1178'INTERSECTION STATION WAS ESTABLISHED IN 1930.
 MJ1178
 MJ1178                          STATION RECOVERY (1981)
 MJ1178
 MJ1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 MJ1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1179 ***********************************************************************
 MJ1179  DESIGNATION -  EARLING MUNICIPAL TANK
 MJ1179  PID         -  MJ1179
 MJ1179  STATE/COUNTY-  IA/SHELBY
 MJ1179  USGS QUAD   -  EARLING (1971)
 MJ1179
 MJ1179                         *CURRENT SURVEY CONTROL
 MJ1179  ___________________________________________________________________
 MJ1179* NAD 83(1996)-  41 46 36.27278(N)    095 25 04.02446(W)     ADJUSTED  
 MJ1179* NAVD 88     -                                                        
 MJ1179  ___________________________________________________________________
 MJ1179  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 MJ1179  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 MJ1179
 MJ1179  HORZ ORDER  -  THIRD
 MJ1179
 MJ1179.The horizontal coordinates were established by classical geodetic methods
 MJ1179.and adjusted by the National Geodetic Survey in May 1999..
 MJ1179
 MJ1179
 MJ1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1179
 MJ1179.The geoid height was determined by GEOID03.
 MJ1179
 MJ1179;                    North         East     Units Scale Factor Converg.
 MJ1179;SPC IA S     -   199,068.576   340,569.007   MT  0.99999884   -1 15 47.7
 MJ1179;SPC IA N     - 1,032,548.568 1,340,559.177   MT  1.00006525   -1 17 59.2
 MJ1179;UTM  15      - 4,627,814.164   299,059.638   MT  1.00009689   -1 36 40.8
 MJ1179
 MJ1179                          SUPERSEDED SURVEY CONTROL
 MJ1179
 MJ1179  NAD 83(1996)-  41 46 36.27463(N)    095 25 04.02896(W) AD(       ) 4
 MJ1179  NAD 83(1986)-  41 46 36.27536(N)    095 25 04.02945(W) AD(       ) 4
 MJ1179  NAD 27      -  41 46 36.32000(N)    095 25 03.02000(W) AD(       ) 3
 MJ1179
 MJ1179.Superseded values are not recommended for survey control.
 MJ1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1179.See file dsdata.txt to determine how the superseded data were derived.
 MJ1179
 MJ1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9906027814(NAD 83)
 MJ1179_MARKER: 51 = TANK
 MJ1179
 MJ1179  HISTORY     - Date     Condition        Report By
 MJ1179  HISTORY     - 1930     FIRST OBSERVED   CGS
 MJ1179
 MJ1179                          STATION DESCRIPTION
 MJ1179
 MJ1179'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0584 ***********************************************************************
 NL0584  CBN         -  This is a Cooperative Base Network Control Station.
 NL0584  DESIGNATION -  EARLY
 NL0584  PID         -  NL0584
 NL0584  STATE/COUNTY-  IA/SAC
 NL0584  USGS QUAD   -  SAC CITY WEST (1980)
 NL0584
 NL0584                         *CURRENT SURVEY CONTROL
 NL0584  ___________________________________________________________________
 NL0584* NAD 83(1996)-  42 25 19.87258(N)    095 07 06.56699(W)     ADJUSTED  
 NL0584* NAVD 88     -       430.4    (meters)    1412.     (feet)  GPS OBS   
 NL0584  ___________________________________________________________________
 NL0584  X           -    -420,722.543 (meters)                     COMP
 NL0584  Y           -  -4,696,983.247 (meters)                     COMP
 NL0584  Z           -   4,280,609.013 (meters)                     COMP
 NL0584  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 NL0584  ELLIP HEIGHT-         401.76  (meters)          (06/15/04) GPS OBS
 NL0584  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 NL0584
 NL0584  HORZ ORDER  -  B
 NL0584  ELLP ORDER  -  FOURTH    CLASS I
 NL0584
 NL0584.The horizontal coordinates were established by GPS observations
 NL0584.and adjusted by the National Geodetic Survey in August 1997..
 NL0584
 NL0584.The orthometric height was determined by GPS observations and a
 NL0584.high-resolution geoid model.
 NL0584
 NL0584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0584
 NL0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0584
 NL0584.The ellipsoidal height was determined by GPS observations
 NL0584.and is referenced to NAD 83.
 NL0584
 NL0584.The geoid height was determined by GEOID03.
 NL0584
 NL0584;                    North         East     Units Scale Factor Converg.
 NL0584;SPC IA N     - 1,103,707.834 1,366,811.017   MT  0.99995450   -1 05 48.9
 NL0584;UTM  15      - 4,698,826.993   325,712.492   MT  0.99997375   -1 25 46.1
 NL0584
 NL0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0584!SPC IA N     -   0.99993699  x   0.99995450  =   0.99989150
 NL0584!UTM  15      -   0.99993699  x   0.99997375  =   0.99991075
 NL0584
 NL0584:                Primary Azimuth Mark                     Grid Az
 NL0584:SPC IA N     -  ADAMS RANCH WATER TANK                   221 50 17.9
 NL0584:UTM  15      -  ADAMS RANCH WATER TANK                   222 10 15.1
 NL0584
 NL0584|---------------------------------------------------------------------|
 NL0584| PID    Reference Object                     Distance      Geod. Az  |
 NL0584|                                                           dddmmss.s |
 NL0584| NL0629 ADAMS RANCH WATER TANK              APPROX.19.3 KM 2204429.0 |
 NL0584| CO3040 EARLY RM 1                           41.460 METERS 22659     |
 NL0584| CO3039 EARLY AZ MK                                        2672820.4 |
 NL0584| CO3041 EARLY RM 2                           30.501 METERS 27917     |
 NL0584| NL0596 EARLY MUNICIPAL TANK                APPROX. 5.5 KM 3310607.4 |
 NL0584|---------------------------------------------------------------------|
 NL0584
 NL0584                          SUPERSEDED SURVEY CONTROL
 NL0584
 NL0584  ELLIP H (08/25/97)  401.78   (m)                       GP(       ) 4 1
 NL0584  NAD 83(1986)-  42 25 19.87233(N)    095 07 06.56842(W) AD(       ) 2
 NL0584  NAD 27      -  42 25 19.93800(N)    095 07 05.60100(W) AD(       ) 2
 NL0584
 NL0584.Superseded values are not recommended for survey control.
 NL0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0584.See file dsdata.txt to determine how the superseded data were derived.
 NL0584
 NL0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG2571298827(NAD 83)
 NL0584_MARKER: DS = TRIANGULATION STATION DISK
 NL0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0584_STAMPING: EARLY 1950
 NL0584_MARK LOGO: CGS   
 NL0584_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0584+STABILITY: SURFACE MOTION
 NL0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0584+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 NL0584
 NL0584  HISTORY     - Date     Condition        Report By
 NL0584  HISTORY     - 1950     MONUMENTED       CGS
 NL0584  HISTORY     - 19960919 GOOD             IADT
 NL0584  HISTORY     - 20021031 GOOD             JCLS
 NL0584  HISTORY     - 20040329 GOOD             JCLS
 NL0584
 NL0584                          STATION DESCRIPTION
 NL0584
 NL0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0584'STATION IS LOCATED ABOUT 6-1/2 MILES WEST OF SAC CITY AND 4
 NL0584'MILES SOUTH SOUTHEAST OF EARLY ON THE RIGHT OF WAY OF U.S.
 NL0584'HIGHWAY 20.  STATION IS 34 FEET NORTH OF THE CENTERLINE OF
 NL0584'HIGHWAY AND 18 FEET SOUTH OF FENCE.  THE MARK IS FLUSH WITH THE
 NL0584'GROUND AND THE DISK IS STAMPED EARLY 1950.
 NL0584'
 NL0584'REFERENCE MARK NO. 1 IS 58 FEET SOUTH OF THE CENTERLINE OF
 NL0584'HIGHWAY, 17 FEET WEST OF THE APPROXIMATE CENTERLINE OF DRIVEWAY
 NL0584'AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES
 NL0584'AND THE DISK IS STAMPED EARLY NO 1 1950.
 NL0584'
 NL0584'REFERENCE MARK NO. 2 IS 50 FEET NORTH OF THE CENTERLINE OF
 NL0584'HIGHWAY, 25 FEET WEST OF THE APPROXIMATE CENTERLINE OF DRIVEWAY
 NL0584'TO FIELD AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 6
 NL0584'INCHES AND THE DISK IS STAMPED EARLY NO 2 1950.
 NL0584'
 NL0584'AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 17
 NL0584'FEET EAST OF FENCE CORNER AND 10 FEET EAST SOUTHEAST OF POWER
 NL0584'POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 NL0584'EARLY 1950.
 NL0584'
 NL0584'TO REACH FROM THE POST OFFICE IN EARLY GO SOUTH FOR ABOUT 50
 NL0584'YARDS TO CROSS STREET.  TURN LEFT AND GO EAST FOR 0.25 MILE TO
 NL0584'U.S. HIGHWAY 20 AND 71.  TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY
 NL0584'20 AND 71 FOR 2.45 MILES TO THE JUNCTION OF THE TWO HIGHWAYS.
 NL0584'TURN LEFT AND GO EAST ON U.S. HIGHWAY 20 FOR 1.15 MILES TO
 NL0584'AZIMUTH MARK ON RIGHT OR SOUTH SIDE OF HIGHWAY AS DESCRIBED.
 NL0584'CONTINUE EAST FOR 0.4 MILE TO STATION ON LEFT OR NORTH SIDE
 NL0584'OF HIGHWAY AS DESCRIBED.
 NL0584'
 NL0584'AN 87 FOOT SIGNAL AT STATION SAC CITY RM NO 3 IS V.G.
 NL0584'
 NL0584'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NL0584
 NL0584                          STATION RECOVERY (1996)
 NL0584
 NL0584'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 NL0584'LOCATED NEAR THE CENTER OF SECTION 23, T 88 N, R 37 W, IN THE NORTH
 NL0584'SIDEDITCH TO U.S.  HWY 20.  TO REACH THE STATION FROM THE INTERSECTION
 NL0584'OF U.S.  HIGHWAYS 20 AND 71, 2.5 MI (4.0 KM) SOUTH OF EARLY, GO EAST
 NL0584'ON HWY 20 FOR 1.5 MI (2.4 KM) TO THE STATION ON THE LEFT, NORTH SIDE
 NL0584'OF THE ROAD.  THE MONUMENT IS 25 M (82.0 FT) EAST OF THE LINE OF A
 NL0584'FARM ENTRANCE SOUTH AND A FIELD ENTRANCE NORTH, 10.4 M (34.1 FT) NORTH
 NL0584'OF THE CENTERLINE OF THE HIGHWAY, 5.5 M (18.0 FT) SOUTH OF A FENCE,
 NL0584'AND 5.3 M (17.4 FT) SOUTH OF A PINK STATE HARN SURVEY SIGN.  THE
 NL0584'MONUMENT IS 0.67 FT (20.42 CM) DEEP.
 NL0584
 NL0584                          STATION RECOVERY (2002)
 NL0584
 NL0584'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 NL0584'RECOVERED IN GOOD CONDITION.
 NL0584
 NL0584                          STATION RECOVERY (2004)
 NL0584
 NL0584'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NL0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0596 ***********************************************************************
 NL0596  DESIGNATION -  EARLY MUNICIPAL TANK
 NL0596  PID         -  NL0596
 NL0596  STATE/COUNTY-  IA/SAC
 NL0596  USGS QUAD   -  EARLY (1980)
 NL0596
 NL0596                         *CURRENT SURVEY CONTROL
 NL0596  ___________________________________________________________________
 NL0596* NAD 83(1996)-  42 27 55.19649(N)    095 09 02.37699(W)     ADJUSTED  
 NL0596* NAVD 88     -                                                        
 NL0596  ___________________________________________________________________
 NL0596  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 NL0596  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 NL0596
 NL0596  HORZ ORDER  -  THIRD
 NL0596
 NL0596.The horizontal coordinates were established by classical geodetic methods
 NL0596.and adjusted by the National Geodetic Survey in May 1999..
 NL0596
 NL0596
 NL0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0596
 NL0596.The geoid height was determined by GEOID03.
 NL0596
 NL0596;                    North         East     Units Scale Factor Converg.
 NL0596;SPC IA N     - 1,108,550.569 1,364,257.628   MT  0.99995157   -1 07 07.4
 NL0596;UTM  15      - 4,703,684.618   323,187.235   MT  0.99998466   -1 27 08.6
 NL0596
 NL0596                          SUPERSEDED SURVEY CONTROL
 NL0596
 NL0596  NAD 83(1996)-  42 27 55.19657(N)    095 09 02.37646(W) AD(       ) 4
 NL0596  NAD 83(1986)-  42 27 55.19575(N)    095 09 02.37679(W) AD(       ) 4
 NL0596  NAD 27      -  42 27 55.26100(N)    095 09 01.40700(W) AD(       ) 3
 NL0596
 NL0596.Superseded values are not recommended for survey control.
 NL0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0596.See file dsdata.txt to determine how the superseded data were derived.
 NL0596
 NL0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2318703685(NAD 83)
 NL0596_MARKER: 53 = ELEVATED TANK
 NL0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NL0596+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 NL0596
 NL0596  HISTORY     - Date     Condition        Report By
 NL0596  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0596  HISTORY     - 20060828 GOOD             GEOCAC
 NL0596
 NL0596                          STATION DESCRIPTION
 NL0596
 NL0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0596'THIS STATION IS LOCATED ABOUT 0.1 MILE NORTH-NORTHEAST OF THE
 NL0596'POST OFFICE IN EARLY.  IT IS A 4 LEGGED STEEL STRUCTURE, 25
 NL0596'FEET SQUARE AT THE BASE, ABOUT 100 FEET HIGH, AND IS SILVER
 NL0596'IN COLOR.
 NL0596'
 NL0596'THE POINT INTERSECTED WAS THE BALL FINIAL.
 NL0596
 NL0596                          STATION RECOVERY (2006)
 NL0596
 NL0596'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NL0596'IN CENTER OF WALNUT STREET, MIDWAY BETWEEN 4TH AND 6TH STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1658 ***********************************************************************
 NM1658  DESIGNATION -  EBERLY
 NM1658  PID         -  NM1658
 NM1658  STATE/COUNTY-  IA/WOODBURY
 NM1658  USGS QUAD   -  LAWTON (1964)
 NM1658
 NM1658                         *CURRENT SURVEY CONTROL
 NM1658  ___________________________________________________________________
 NM1658* NAD 83(1996)-  42 29 23.72624(N)    096 13 36.65713(W)     ADJUSTED  
 NM1658* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 NM1658  ___________________________________________________________________
 NM1658  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 NM1658  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 NM1658
 NM1658  HORZ ORDER  -  THIRD
 NM1658
 NM1658.The horizontal coordinates were established by classical geodetic methods
 NM1658.and adjusted by the National Geodetic Survey in May 1999..
 NM1658
 NM1658.The orthometric height was scaled from a topographic map.
 NM1658
 NM1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1658
 NM1658.The geoid height was determined by GEOID03.
 NM1658
 NM1658;                    North         East     Units Scale Factor Converg.
 NM1658;SPC IA N     - 1,113,571.911 1,275,869.749   MT  0.99995016   -1 50 53.2
 NM1658;SPC NE       -   301,730.241   810,040.524   MT  0.99980626   +2 30 01.6
 NM1658;UTM  14      - 4,707,901.172   727,903.590   MT  1.00023909   +1 52 26.2
 NM1658
 NM1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1658!SPC IA N     -   0.99994170  x   0.99995016  =   0.99989187
 NM1658!SPC NE       -   0.99994170  x   0.99980626  =   0.99974797
 NM1658!UTM  14      -   0.99994170  x   1.00023909  =   1.00018078
 NM1658
 NM1658|---------------------------------------------------------------------|
 NM1658| PID    Reference Object                     Distance      Geod. Az  |
 NM1658|                                                           dddmmss.s |
 NM1658| CO3045 EBERLY RM 1                           7.163 METERS 10824     |
 NM1658| CO3046 EBERLY RM 2                          24.034 METERS 18008     |
 NM1658| CO3044 EBERLY AZ MK                                       2205656.4 |
 NM1658|---------------------------------------------------------------------|
 NM1658
 NM1658                          SUPERSEDED SURVEY CONTROL
 NM1658
 NM1658  NAD 83(1996)-  42 29 23.72625(N)    096 13 36.65714(W) AD(       ) 3
 NM1658  NAD 83(1996)-  42 29 23.72625(N)    096 13 36.65725(W) AD(       ) 3
 NM1658  NAD 83(1996)-  42 29 23.72624(N)    096 13 36.65840(W) AD(       ) 3
 NM1658  NAD 83(1986)-  42 29 23.72822(N)    096 13 36.65981(W) AD(       ) 3
 NM1658  NAD 27      -  42 29 23.74900(N)    096 13 35.57100(W) AD(       ) 3
 NM1658
 NM1658.Superseded values are not recommended for survey control.
 NM1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1658.See file dsdata.txt to determine how the superseded data were derived.
 NM1658
 NM1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN2790407901(NAD 83)
 NM1658_MARKER: DS = TRIANGULATION STATION DISK
 NM1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1658
 NM1658  HISTORY     - Date     Condition        Report By
 NM1658  HISTORY     - 1948     MONUMENTED       CGS
 NM1658
 NM1658                          STATION DESCRIPTION
 NM1658
 NM1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1658'LOCATED ABOUT 8 MILES EAST OF SIOUX CITY AND ON THE NORTH
 NM1658'SIDE OF U.S. HIGHWAY 20, AT THE SOUTH EDGE OF MR. EBERLYS
 NM1658'FIELD AND ABOUT 100 YARDS NORTHEAST OF A SMALL STORE AND GAS
 NM1658'STATION.  IT IS 43 FEET NORTH OF THE APPROXIMATE CENTERLINE
 NM1658'OF THE HIGHWAY, 7 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE
 NM1658'AND 10 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS
 NM1658'ABOUT 14 INCHES BELOW THE SURFACE AND THE DISC IS STAMPED
 NM1658'EBERLY 1948.
 NM1658'
 NM1658'REFERENCE MARK NO. 1 IS 23.50 FEET EAST-SOUTHEAST OF THE
 NM1658'STATION, IT IS 35 FEET NORTH OF THE APPROXIMATE CENTERLINE
 NM1658'OF THE HIGHWAY AND NEAR THE RIGHT-OF-WAY FENCE LINE.  THE
 NM1658'MARK PROJECTS 4 INCHES AND THE DISC IS STAMPED EBERLY NO 2
 NM1658'1948.
 NM1658'
 NM1658'REFERENCE MARK NO. 2 IS 78.85 FEET SOUTH OF THE STATION, 36
 NM1658'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY AND
 NM1658'8 FEET WEST OF A POWERLINE POLE NEAR THE NORTHWEST CORNER
 NM1658'OF A SMALL PASTURE.  THE MARK PROJECTS 4 INCHES AND THE DISC
 NM1658'IS STAMPED EBERLY NO 2 1948.
 NM1658'
 NM1658'AZIMUTH MARK IS 0.35 MILE SOUTHWEST OF THE STATION, ON THE
 NM1658'SOUTHEAST RIGHT-OF-WAY OF U.S. HIGHWAY 20, 32 FEET FROM THE
 NM1658'APPROXIMATE CENTERLINE OF THE HIGHWAY, 8 FEET SOUTH OF A
 NM1658'TELEPHONE POLE AND 3.8 FEET NORTH OF A WHITE WITNESS POST.
 NM1658'THE MARK PROJECTS 6 INCHES AND THE DISC IS STAMPED EBERLY
 NM1658'1948.
 NM1658'
 NM1658'STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NM1658'AND 75 BY GOING EAST ON U.S. HIGHWAY 20 FOR 8.05 MILE TO THE
 NM1658'AZIMUTH MARK ON THE RIGHT AS DESCRIBED ABOVE.  CONTINUE
 NM1658'NORTHEASTERLY FOR 0.35 MILE TO THE STATION ON THE LEFT, JUST
 NM1658'OFF THE RIGHT TURN IN THE HIGHWAY.
 NM1658'
 NM1658'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0552 ***********************************************************************
 MH0552  DESIGNATION -  EDDY
 MH0552  PID         -  MH0552
 MH0552  STATE/COUNTY-  IA/MONROE
 MH0552  USGS QUAD   -  BUXTON (1982)
 MH0552
 MH0552                         *CURRENT SURVEY CONTROL
 MH0552  ___________________________________________________________________
 MH0552* NAD 83(1996)-  41 07 31.97282(N)    092 46 42.80668(W)     ADJUSTED  
 MH0552* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 MH0552  ___________________________________________________________________
 MH0552  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 MH0552  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 MH0552
 MH0552  HORZ ORDER  -  FIRST
 MH0552
 MH0552.The horizontal coordinates were established by classical geodetic methods
 MH0552.and adjusted by the National Geodetic Survey in May 1999..
 MH0552
 MH0552.The orthometric height was scaled from a topographic map.
 MH0552
 MH0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0552
 MH0552.The geoid height was determined by GEOID03.
 MH0552
 MH0552;                    North         East     Units Scale Factor Converg.
 MH0552;SPC IA S     -   125,241.463   560,579.612   MT  0.99994923   +0 28 30.8
 MH0552;UTM  15      - 4,552,717.859   518,588.283   MT  0.99960425   +0 08 44.3
 MH0552
 MH0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0552!SPC IA S     -   0.99996160  x   0.99994923  =   0.99991084
 MH0552!UTM  15      -   0.99996160  x   0.99960425  =   0.99956587
 MH0552
 MH0552:                Primary Azimuth Mark                     Grid Az
 MH0552:SPC IA S     -  EDDYVILLE IA SO UTILITY STACK            081 50 38.0
 MH0552:UTM  15      -  EDDYVILLE IA SO UTILITY STACK            082 10 24.5
 MH0552
 MH0552|---------------------------------------------------------------------|
 MH0552| PID    Reference Object                     Distance      Geod. Az  |
 MH0552|                                                           dddmmss.s |
 MH0552| MH0551 EDDYVILLE IA SO UTILITY STACK       APPROX.11.1 KM 0821908.8 |
 MH0552| CL8430 EDDY RM 1                            22.225 METERS 08721     |
 MH0552| CL8429 EDDY AZ MK                                         1710725.4 |
 MH0552| MH0553 ALBIA ATT CO TV RELAY MAST          APPROX.11.3 KM 1801204.7 |
 MH0552| MH0556 ALBIA LT AND RWY PWR PLANT STK      APPROX.11.1 KM 1921418.1 |
 MH0552| MH0555 ALBIA REA RADIO MAST                APPROX.11.4 KM 1921700.7 |
 MH0552| MH0557 ALBIA MUNICIPAL TANK                APPROX.10.7 KM 1934657.6 |
 MH0552| CL8431 EDDY RM 2                            24.406 METERS 35124     |
 MH0552|---------------------------------------------------------------------|
 MH0552
 MH0552                          SUPERSEDED SURVEY CONTROL
 MH0552
 MH0552  NAD 83(1986)-  41 07 31.97808(N)    092 46 42.81972(W) AD(       ) 1
 MH0552  NAD 27      -  41 07 31.95420(N)    092 46 42.10650(W) AD(       ) 1
 MH0552
 MH0552.Superseded values are not recommended for survey control.
 MH0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0552.See file dsdata.txt to determine how the superseded data were derived.
 MH0552
 MH0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF1858852718(NAD 83)
 MH0552_MARKER: DS = TRIANGULATION STATION DISK
 MH0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0552
 MH0552  HISTORY     - Date     Condition        Report By
 MH0552  HISTORY     - 1956     MONUMENTED       CGS
 MH0552
 MH0552                          STATION DESCRIPTION
 MH0552
 MH0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0552'THE STATION IS ABOUT 7 MILES EAST OF LOVILIA AND 7 MILES
 MH0552'NORTH-NORTHEAST OF ALBIA, IN BLUFF CREEK TOWNSHIP, IN SECTION
 MH0552'14, T 73 N., R. 17 W., IN THE BARN LOT OF THE DAUGHERTY ESTATE.
 MH0552'
 MH0552'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 AND
 MH0552'137 AND U.S. HIGHWAY 34, IN ALBIA, GO NORTHERLY ON STATE HIGHWAY
 MH0552'137 FOR 6.0 MILES TO A SIDE ROAD LEFT, JUST NORTH OF HOME OF
 MH0552'MR. CARL CARLSON.  THE AZIMUTH MARK IS IN THE SOUTHWEST ANGLE
 MH0552'OF ROAD JUNCTION.  TURN LEFT, GO NORTH ON GRAVEL ROAD FOR 1.5
 MH0552'MILES TO CROSSROADS.  TURN LEFT, GO 0.25 MILE TO BARN ON RIGHT AND
 MH0552'STATION ON RIGHT IN BARN LOT.
 MH0552'
 MH0552'STATION MARKS, ARE STANDARD DISKS, STAMPED EDDY 1956, THE
 MH0552'SURFACE STATION MARK DISK IS SET IN A SQUARE CONCRETE POST WHICH
 MH0552'IS SET FLUSH WITH GROUND SURFACE.  IT IS 140 FEET SOUTHWEST
 MH0552'OF SOUTHWEST CORNER OF BARN, 72 FEET NORTH OF CENTER OF
 MH0552'ROAD, 47 FEET NORTH OF T-FENCE CORNER, AND 12 FEET EAST OF
 MH0552'FENCE LINE.  A STANDARD WITNESS POST WAS SET 12 FEET WEST OF
 MH0552'MARK.  THE UNDERGROUND STATION MARK DISK IS SET IN AN IRREGULAR
 MH0552'MASS OF CONCRETE 32 INCHES BELOW GROUND SURFACE.
 MH0552'
 MH0552'REFERENCE MARK 1, A STANDARD DISK, STAMPED EDDY NO 1 1956, IS SET
 MH0552'IN A SQUARE CONCRETE POST WHICH IS SET FLUSH WITH GROUND SURFACE.
 MH0552'IT IS 128 FEET SOUTH OF SOUTHWEST CORNER OF BARN, 99 FEET
 MH0552'NORTHEAST OF T-FENCE CORNER, AND 70 FEET NORTH OF CENTER OF
 MH0552'ROAD.
 MH0552'
 MH0552'REFERENCE MARK 2, A STANDARD DISK, STAMPED EDDY NO 2 1956, IS SET
 MH0552'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 83 FEET
 MH0552'WEST-SOUTHWEST OF SOUTHWEST CORNER OF BARN, 49 FEET SOUTHEAST OF
 MH0552'A POWER LINE POLE, AND 1 FOOT EAST OF FENCE LINE.
 MH0552'
 MH0552'AZIMUTH MARK, A STANDARD DISK, STAMPED EDDY 1956, IS SET IN A
 MH0552'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 107 FEET WEST
 MH0552'OF CENTER OF GRAVEL ROAD, 48 FEET NORTH OF CENTER LINE OF STATE
 MH0552'ROUTE 137, 6 FEET NORTH-NORTHEAST OF POWER LINE POLE WITH
 MH0552'TRANSFORMER, AND 1 FOOT SOUTH OF RIGHT-OF-WAY FENCE.  A STANDARD
 MH0552'WITNESS POST WAS SET 2 FEET WEST OF MARK.
 MH0552'
 MH0552'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0551 ***********************************************************************
 MH0551  DESIGNATION -  EDDYVILLE IA SO UTILITY STACK
 MH0551  PID         -  MH0551
 MH0551  STATE/COUNTY-  IA/MONROE
 MH0551  USGS QUAD   -  EDDYVILLE (1968)
 MH0551
 MH0551                         *CURRENT SURVEY CONTROL
 MH0551  ___________________________________________________________________
 MH0551* NAD 83(1996)-  41 08 19.93810(N)    092 38 49.71890(W)     ADJUSTED  
 MH0551* NAVD 88     -                                                        
 MH0551  ___________________________________________________________________
 MH0551  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 MH0551  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 MH0551
 MH0551  HORZ ORDER  -  THIRD
 MH0551
 MH0551.The horizontal coordinates were established by classical geodetic methods
 MH0551.and adjusted by the National Geodetic Survey in May 1999..
 MH0551
 MH0551
 MH0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0551
 MH0551.The geoid height was determined by GEOID03.
 MH0551
 MH0551;                    North         East     Units Scale Factor Converg.
 MH0551;SPC IA S     -   126,820.857   571,599.565   MT  0.99994895   +0 33 42.4
 MH0551;UTM  15      - 4,554,233.315   529,613.370   MT  0.99961079   +0 13 55.7
 MH0551
 MH0551                          SUPERSEDED SURVEY CONTROL
 MH0551
 MH0551  NAD 83(1986)-  41 08 19.94283(N)    092 38 49.73218(W) AD(       ) 4
 MH0551  NAD 27      -  41 08 19.91200(N)    092 38 49.02700(W) AD(       ) 3
 MH0551
 MH0551.Superseded values are not recommended for survey control.
 MH0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0551.See file dsdata.txt to determine how the superseded data were derived.
 MH0551
 MH0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF2961354233(NAD 83)
 MH0551_MARKER: 63 = STACK
 MH0551
 MH0551  HISTORY     - Date     Condition        Report By
 MH0551  HISTORY     - 1956     FIRST OBSERVED   CGS
 MH0551
 MH0551                          STATION DESCRIPTION
 MH0551
 MH0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0551'THE STATION IS ABOUT 1-1/2 MILES SOUTHWEST OF EDDYVILLE,
 MH0551'AND 1 MILE WEST OF THE MONROE-WAPELLO COUNTY LINE.
 MH0551'
 MH0551'THE STATION IS THE CENTER STACK OF THREE STACKS WHICH LIE IN A
 MH0551'NORTH-SOUTH DIRECTION AT THE WEST SIDE OF A LARGE BRICK
 MH0551'BUILDING.  THE STACKS ARE ABOUT 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0848 ***********************************************************************
 NJ0848  DESIGNATION -  EDEN
 NJ0848  PID         -  NJ0848
 NJ0848  STATE/COUNTY-  IA/FAYETTE
 NJ0848  USGS QUAD   -  HAWKEYE (1981)
 NJ0848
 NJ0848                         *CURRENT SURVEY CONTROL
 NJ0848  ___________________________________________________________________
 NJ0848* NAD 83(1996)-  42 59 48.44077(N)    091 58 40.60554(W)     ADJUSTED  
 NJ0848* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 NJ0848  ___________________________________________________________________
 NJ0848  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 NJ0848  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 NJ0848
 NJ0848  HORZ ORDER  -  THIRD
 NJ0848
 NJ0848.The horizontal coordinates were established by classical geodetic methods
 NJ0848.and adjusted by the National Geodetic Survey in May 1999..
 NJ0848
 NJ0848.The orthometric height was scaled from a topographic map.
 NJ0848
 NJ0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0848
 NJ0848.The geoid height was determined by GEOID03.
 NJ0848
 NJ0848;                    North         East     Units Scale Factor Converg.
 NJ0848;SPC IA N     - 1,167,377.766 1,624,104.778   MT  0.99996184   +1 01 53.6
 NJ0848;UTM  15      - 4,760,964.992   583,310.593   MT  0.99968538   +0 41 49.3
 NJ0848
 NJ0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0848!SPC IA N     -   0.99995336  x   0.99996184  =   0.99991520
 NJ0848!UTM  15      -   0.99995336  x   0.99968538  =   0.99963875
 NJ0848
 NJ0848:                Primary Azimuth Mark                     Grid Az
 NJ0848:SPC IA N     -  HAWKEYE MUNICIPAL TANK                   160 37 40.9
 NJ0848:UTM  15      -  HAWKEYE MUNICIPAL TANK                   160 57 45.2
 NJ0848
 NJ0848|---------------------------------------------------------------------|
 NJ0848| PID    Reference Object                     Distance      Geod. Az  |
 NJ0848|                                                           dddmmss.s |
 NJ0848| NJ0847 HAWKEYE MUNICIPAL TANK              APPROX. 6.9 KM 1613934.5 |
 NJ0848| CI6246 EDEN AZ MK                                         1824845.4 |
 NJ0848| CI6247 EDEN RM 1                            11.572 METERS 18307     |
 NJ0848| CI6248 EDEN RM 2                            12.482 METERS 26535     |
 NJ0848|---------------------------------------------------------------------|
 NJ0848
 NJ0848                          SUPERSEDED SURVEY CONTROL
 NJ0848
 NJ0848  NAD 83(1996)-  42 59 48.44059(N)    091 58 40.60536(W) AD(       ) 3
 NJ0848  NAD 83(1986)-  42 59 48.43222(N)    091 58 40.60475(W) AD(       ) 3
 NJ0848  NAD 27      -  42 59 48.50890(N)    091 58 39.98780(W) AD(       ) 3
 NJ0848
 NJ0848.Superseded values are not recommended for survey control.
 NJ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0848.See file dsdata.txt to determine how the superseded data were derived.
 NJ0848
 NJ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8331160965(NAD 83)
 NJ0848_MARKER: DS = TRIANGULATION STATION DISK
 NJ0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0848
 NJ0848  HISTORY     - Date     Condition        Report By
 NJ0848  HISTORY     - 1961     MONUMENTED       CGS
 NJ0848  HISTORY     - 1969     GOOD             USGS
 NJ0848
 NJ0848                          STATION DESCRIPTION
 NJ0848
 NJ0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0848'THE STATION IS ABOUT 8-1/2 MILES WEST-NORTHWEST OF WEST UNION,
 NJ0848'5 MILES SOUTHEAST OF WAUCOMA, 4 MILES NORTH-NORTHWEST OF
 NJ0848'HAWKEYE, IN THE SOUTHWEST 1/4 OF SEC. 36, T. 95 N., R. 10 W.
 NJ0848'AND ON ROAD RIGHT-OF-WAY.  IT IS 135 FEET SOUTH OF A FENCE
 NJ0848'CORNER, 24 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD,
 NJ0848'9 FEET WEST OF A POWER POLE WITH A GUY WIRE AND A TRIANGULAR
 NJ0848'BLAZE ON THE WEST SIDE, 3 FEET WEST OF A WIRE FENCE AND 3
 NJ0848'FEET SOUTHWEST OF A WITNESS POST.  THE MONUMENT PROJECTS 6
 NJ0848'INCHES AND THE DISK IS STAMPED EDEN 1961.
 NJ0848'
 NJ0848'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 18 AND STATE HIGHWAY
 NJ0848'102, ABOUT 2.0 MILES NORTH OF HAWKEYE, GO NORTH ON A GRAVELED
 NJ0848'ROAD FOR 1.3 MILES TO A T-ROAD.  TURN LEFT AND GO WEST ON
 NJ0848'A GRAVELED ROAD FOR 1.45 MILES TO A SIDE ROAD RIGHT AND THE
 NJ0848'AZIMUTH MARK IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 NJ0848'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.75 MILE
 NJ0848'TO THE STATION ON THE RIGHT.
 NJ0848'
 NJ0848'REFERENCE MARK 1 IS 40 FEET SOUTH-SOUTHWEST OF THE POWER POLE
 NJ0848'WITH A GUY WIRE AND A TRIANGULAR BLAZE ON THE WEST SIDE, 24
 NJ0848'FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD AND 4 FEET
 NJ0848'WEST OF THE WIRE FENCE.  THE MONUMENT PROJECTS 8 INCHES AND
 NJ0848'THE DISK IS STAMPED EDEN NO 1 1961.
 NJ0848'
 NJ0848'REFERENCE MARK 2 IS 17 FEET WEST OF THE CENTERLINE OF THE
 NJ0848'GRAVELED ROAD AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT
 NJ0848'PROJECTS 6 INCHES AND THE DISK IS STAMPED EDEN NO 2 1961.
 NJ0848'
 NJ0848'THE AZIMUTH MARK IS 97 FEET WEST OF THE CENTERLINE OF A GRAVELED
 NJ0848'ROAD, 57 FEET WEST OF TELEPHONE POLE, 34 FEET NORTH OF THE
 NJ0848'CENTERLINE OF A GRAVELED ROAD, 2 FEET EAST OF A WITNESS POST
 NJ0848'AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 8
 NJ0848'INCHES AND THE DISK IS STAMPED EDEN 1961.
 NJ0848'
 NJ0848'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NJ0848
 NJ0848                          STATION RECOVERY (1969)
 NJ0848
 NJ0848'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 NJ0848'STATION AND ALL OTHER SURFACE MARKS FOUND IN GOOD CONDITION
 NJ0848'AS DESCRIBED.
 NJ0848'
 NJ0848'ALL MEASUREMENT CHECKED O.K.
 NJ0848'
 NJ0848'TO REACH DESCRIPTION IS ADEQUATE FOR ALL MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0733 ***********************************************************************
 NJ0733  DESIGNATION -  EDGEWOOD
 NJ0733  PID         -  NJ0733
 NJ0733  STATE/COUNTY-  IA/CLAYTON
 NJ0733  USGS QUAD   -  EDGEWOOD (1964)
 NJ0733
 NJ0733                         *CURRENT SURVEY CONTROL
 NJ0733  ___________________________________________________________________
 NJ0733* NAD 83(1996)-  42 39 34.44674(N)    091 25 23.49642(W)     ADJUSTED  
 NJ0733* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 NJ0733  ___________________________________________________________________
 NJ0733  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 NJ0733  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 NJ0733
 NJ0733  HORZ ORDER  -  FIRST
 NJ0733
 NJ0733.The horizontal coordinates were established by classical geodetic methods
 NJ0733.and adjusted by the National Geodetic Survey in May 1999..
 NJ0733
 NJ0733.The orthometric height was scaled from a topographic map.
 NJ0733
 NJ0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0733
 NJ0733.The geoid height was determined by GEOID03.
 NJ0733
 NJ0733;                    North         East     Units Scale Factor Converg.
 NJ0733;SPC IA N     - 1,130,892.067 1,670,250.293   MT  0.99994538   +1 24 27.2
 NJ0733;UTM  15      - 4,724,216.768   629,231.524   MT  0.99980547   +1 04 07.2
 NJ0733
 NJ0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0733!SPC IA N     -   0.99994539  x   0.99994538  =   0.99989078
 NJ0733!UTM  15      -   0.99994539  x   0.99980547  =   0.99975087
 NJ0733
 NJ0733:                Primary Azimuth Mark                     Grid Az
 NJ0733:SPC IA N     -  GARNAVILLO MUNICIPAL TANK                032 05 30.1
 NJ0733:UTM  15      -  GARNAVILLO MUNICIPAL TANK                032 25 50.1
 NJ0733
 NJ0733|---------------------------------------------------------------------|
 NJ0733| PID    Reference Object                     Distance      Geod. Az  |
 NJ0733|                                                           dddmmss.s |
 NJ0733| NJ0697 GARNAVILLO MUNICIPAL TANK           APPROX.27.9 KM 0332957.3 |
 NJ0733| NJ0711 LUXEMBURG HOLY TRINITY CATH CH      APPROX.29.3 KM 1022424.9 |
 NJ0733| NJ0718 PETERSBURG ST PET PAUL CATH CH      APPROX.20.7 KM 1235752.8 |
 NJ0733| NJ0735 EDGEWOOD MUNICIPAL TANK             APPROX. 2.4 KM 1331501.4 |
 NJ0733| CI6250 EDGEWOOD RM 1                        24.439 METERS 17714     |
 NJ0733| CI6249 EDGEWOOD AZ MK                                     1802335.6 |
 NJ0733| CI6254 EDGEWOOD 2 RM 5 AZIMUTH                            1804824.8 |
 NJ0733| NJ0763 MANCHESTER MUNICIPAL STANDPIPE      APPROX.19.9 KM 1895347.6 |
 NJ0733| CI6251 EDGEWOOD RM 2                        19.431 METERS 26750     |
 NJ0733| NJ0736 EDGEWOOD 2                           14.231 METERS 27953     |
 NJ0733| CI6252 EDGEWOOD 2 RM 3                      31.501 METERS 34905     |
 NJ0733|---------------------------------------------------------------------|
 NJ0733
 NJ0733                          SUPERSEDED SURVEY CONTROL
 NJ0733
 NJ0733  NAD 83(1996)-  42 39 34.44679(N)    091 25 23.49612(W) AD(       ) 1
 NJ0733  NAD 83(1986)-  42 39 34.43611(N)    091 25 23.49283(W) AD(       ) 1
 NJ0733  NAD 27      -  42 39 34.48690(N)    091 25 23.00440(W) AD(       ) 1
 NJ0733
 NJ0733.Superseded values are not recommended for survey control.
 NJ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0733.See file dsdata.txt to determine how the superseded data were derived.
 NJ0733
 NJ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2923224217(NAD 83)
 NJ0733_MARKER: DS = TRIANGULATION STATION DISK
 NJ0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0733
 NJ0733  HISTORY     - Date     Condition        Report By
 NJ0733  HISTORY     - 1935     MONUMENTED       CGS
 NJ0733  HISTORY     - 1964     GOOD             USGS
 NJ0733  HISTORY     - 1972     GOOD             NGS
 NJ0733
 NJ0733                          STATION DESCRIPTION
 NJ0733
 NJ0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0733'THIS STATION IS ABOUT 1-1/2 MILES NW OF EDGEWOOD.  IN THE
 NJ0733'SW 1/4, SEC. 27, T 91 N, R 5 W, IN THE SE CORNER OF A FARMYARD OF
 NJ0733'A FARM OWNED BY THE EQUITABLE LIFE ASSURANCE CO.  THE MARK
 NJ0733'IS 53 FEET W OF THE CENTER LINE OF A N-S ROAD, 44 FEET N OF
 NJ0733'CENTER LINE OF AN E-W ROAD, 25 FEET E OF AN APPLE TREE, 148
 NJ0733'FEET ESE OF THE SE CORNER OF THE E WING OF THE FARMHOUSE, AND IS
 NJ0733'SET FLUSH.
 NJ0733'
 NJ0733'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NJ0733'BRONZE DISKS SET IN CONCRETE.
 NJ0733'
 NJ0733'REFERENCE MARK NO. 1 IS S OF THE STATION, 1/2 FOOT N OF THE
 NJ0733'S RIGHT-OF-WAY FENCE OF THE E-W ROAD, 15 FEET W OF THE W
 NJ0733'RIGHT-OF-WAY FENCE OF THE N-S ROAD, 102.95 FEET SE OF REFERENCE
 NJ0733'MARK NO. 2, AND IS SET FLUSH.  REFERENCE MARK NO. 2 IS W OF
 NJ0733'THE STATION, IN THE N RIGHT-OF-WAY LINE OF THE E-W ROAD, 40
 NJ0733'FEET WSW OF THE APPLE TREE, AND IS SET FLUSH.
 NJ0733'
 NJ0733'THE AZIMUTH MARK IS S OF THE STATION, 1/2 FOOT W OF THE W
 NJ0733'RIGHT-OF-WAY FENCE OF THE N-S ROAD, 12 FEET NW OF A TELEPHONE
 NJ0733'POLE, AND PROJECTS 2 INCHES.
 NJ0733'
 NJ0733'TO REACH FROM EDGEWOOD, GO W ON ROUTE 110, 1.1 MILES, TURN
 NJ0733'N GO 1 MILE TO A CROSSROADS AND THE STATION.
 NJ0733'
 NJ0733'A LIGHT 100 FEET ABOVE DOWNEY COMES INTO VIEW 60 FEET ABOVE
 NJ0733'THIS STATION.
 NJ0733'
 NJ0733'LIGHTS 100 FEET ABOVE WALKE 1931 AND 87 FEET ABOVE YEAROUS
 NJ0733'COME INTO VIEW 40 FEET ABOVE THIS STATION.
 NJ0733'
 NJ0733'A LIGHT 100 FEET ABOVE YONDA COMES INTO VIEW 50 FEET ABOVE
 NJ0733'THIS STATION.
 NJ0733'
 NJ0733'LIGHTS 87 FEET ABOVE COLEBURG AND 74 FEET ABOVE WOOD AND
 NJ0733'STRAWBERRY POINT COME INTO VIEW 35 FEET ABOVE THIS STATION.
 NJ0733
 NJ0733                          STATION RECOVERY (1964)
 NJ0733
 NJ0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NJ0733'STATION IS ABOUT 1.5 MILES NW OF EDGEWOOD, SW 1/4 SEC. 27,
 NJ0733'T91N, R5W, IN SE CORNER OF FARM YARD, IN SE CORNER OF GARDEN,
 NJ0733'ABOUT 150 FEET SE OF THE SE CORNER OF A NEW FARM HOUSE, ABOUT
 NJ0733'53 FEET W OF N-S ROAD AND ABOUT 44 FEET N OF E-W ROAD, ABOUT
 NJ0733'10 FEET HIGHER THAN CROSS ROAD AND FLUSH WITH GROUND.
 NJ0733'
 NJ0733'REFERENCE MARKS 1 AND 2 WERE NOT FOUND AND ARE BELIEVED TO BE
 NJ0733'DESTROYED WHEN NEW CROSS ROAD WAS PUT IN.
 NJ0733'
 NJ0733'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 NJ0733
 NJ0733                          STATION RECOVERY (1972)
 NJ0733
 NJ0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NJ0733'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 NJ0733'IN GOOD CONDITION.  REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 NJ0733'DESTROYED BY PREVIOUS ROAD CONSTRUCTION.  DUE TO NEW ROAD
 NJ0733'CONSTRUCTION THE STATION MARK AND THE AZIMUTH MARK HAD TO BE
 NJ0733'MOVED.  STATION EDGEWOOD 2 WAS ESTABLISHED AND A TRAVERSE
 NJ0733'CONNECTION WAS MADE.  REFERENCE MARKS 3, 4 AND 5 WERE
 NJ0733'ESTABLISHED.  REFERENCE MARK 5 SERVES AS THE AZIMUTH MARK.  AFTER
 NJ0733'OBSERVATIONS AND TRAVERSE MEASUREMENTS THE DISK WERE RECLAIMED
 NJ0733'FROM THE SURFACE STATION AND THE AZIMUTH MARK CONCRETE
 NJ0733'MONUMENTS.  FOR FURTHER INFORMATION SEE THE DESCRIPTION FOR
 NJ0733'EDGEWOOD 2 THEREOF.
 NJ0733'
 NJ0733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 NJ0733'NORTHWEST OF EDGEWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0736 ***********************************************************************
 NJ0736  DESIGNATION -  EDGEWOOD 2
 NJ0736  PID         -  NJ0736
 NJ0736  STATE/COUNTY-  IA/CLAYTON
 NJ0736  USGS QUAD   -  EDGEWOOD (1964)
 NJ0736
 NJ0736                         *CURRENT SURVEY CONTROL
 NJ0736  ___________________________________________________________________
 NJ0736* NAD 83(1996)-  42 39 34.52593(N)    091 25 24.11200(W)     ADJUSTED  
 NJ0736* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 NJ0736  ___________________________________________________________________
 NJ0736  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 NJ0736  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 NJ0736
 NJ0736  HORZ ORDER  -  SECOND
 NJ0736
 NJ0736.The horizontal coordinates were established by classical geodetic methods
 NJ0736.and adjusted by the National Geodetic Survey in May 1999..
 NJ0736.No horizontal observational check was made to the station.
 NJ0736
 NJ0736.The orthometric height was scaled from a topographic map.
 NJ0736
 NJ0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0736
 NJ0736.The geoid height was determined by GEOID03.
 NJ0736
 NJ0736;                    North         East     Units Scale Factor Converg.
 NJ0736;SPC IA N     - 1,130,894.165 1,670,236.218   MT  0.99994538   +1 24 26.7
 NJ0736;UTM  15      - 4,724,218.949   629,217.464   MT  0.99980543   +1 04 06.7
 NJ0736
 NJ0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0736!SPC IA N     -   0.99994539  x   0.99994538  =   0.99989078
 NJ0736!UTM  15      -   0.99994539  x   0.99980543  =   0.99975083
 NJ0736
 NJ0736|---------------------------------------------------------------------|
 NJ0736| PID    Reference Object                     Distance      Geod. Az  |
 NJ0736|                                                           dddmmss.s |
 NJ0736| CI6252 EDGEWOOD 2 RM 3                      29.651 METERS 01544     |
 NJ0736| CI6255 EDGEWOOD 2 RM 6                      10.445 METERS 09210     |
 NJ0736| NJ0733 EDGEWOOD                             14.231 METERS 09953     |
 NJ0736| NJ0735 EDGEWOOD MUNICIPAL TANK             APPROX. 2.4 KM 1330356.1 |
 NJ0736| CI6249 EDGEWOOD AZ MK                                     1790931.4 |
 NJ0736| CI6254 EDGEWOOD 2 RM 5 AZIMUTH                            1793415.6 |
 NJ0736| CI6253 EDGEWOOD 2 RM 4                      50.621 METERS 28243     |
 NJ0736|---------------------------------------------------------------------|
 NJ0736
 NJ0736                          SUPERSEDED SURVEY CONTROL
 NJ0736
 NJ0736  NAD 83(1996)-  42 39 34.52598(N)    091 25 24.11169(W) AD(       ) 2
 NJ0736  NAD 83(1986)-  42 39 34.51530(N)    091 25 24.10840(W) AD(       ) 2
 NJ0736  NAD 27      -  42 39 34.56615(N)    091 25 23.61994(W) AD(       ) 2
 NJ0736
 NJ0736.Superseded values are not recommended for survey control.
 NJ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0736.See file dsdata.txt to determine how the superseded data were derived.
 NJ0736
 NJ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2921724219(NAD 83)
 NJ0736_MARKER: DS = TRIANGULATION STATION DISK
 NJ0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0736_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NJ0736
 NJ0736  HISTORY     - Date     Condition        Report By
 NJ0736  HISTORY     - 1972     MONUMENTED       NGS
 NJ0736  HISTORY     - 1975     GOOD             NGS
 NJ0736
 NJ0736                          STATION DESCRIPTION
 NJ0736
 NJ0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NJ0736'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF EDGEWOOD,
 NJ0736'IN THE SOUTHWEST QUARTER OF SECTION 27, T 91 N, R 5 W, NEAR
 NJ0736'THE SOUTHEAST CORNER OF THE FARMYARD OWNED BY MR. LOWELL
 NJ0736'ROWELL, EDGEWOOD, IOWA.
 NJ0736'
 NJ0736'TO REACH THE STATION FROM THE POST OFFICE IN EDGEWOOD, GO WEST
 NJ0736'ON STATE HIGHWAY 3 FOR 1.0 MILE TO A COUNTY ROAD ON THE
 NJ0736'RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE COUNTY ROAD FOR 0.6
 NJ0736'MILE TO REFERENCE MARK 5 ON THE LEFT.  CONTINUE NORTHERLY
 NJ0736'FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT AND GO 0.1 MILE TO THE
 NJ0736'ROWELL FARM HOME AND THE STATION ON THE RIGHT.
 NJ0736'
 NJ0736'THE STATION MARK IS A STANDARD DISK STAMPED EDGEWOOD 2 1972,
 NJ0736'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 NJ0736'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 99 FEET
 NJ0736'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A GARAGE, 77 FEET
 NJ0736'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AND ON THE SOUTH
 NJ0736'SIDE OF A GARDEN PLOT.  THE UNDERGROUND DISK IS SET IN AN
 NJ0736'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 NJ0736'
 NJ0736'REFERENCE MARK 3 IS A STANDARD DISK STAMPED EDGEWOOD 2 NO 3 1972,
 NJ0736'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NJ0736'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 79 FEET
 NJ0736'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AND 2.2 FEET
 NJ0736'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE GARAGE.
 NJ0736'
 NJ0736'REFERENCE MARK 4 IS A STANDARD DISK STAMPED EDGEWOOD 2 NO 4 1972,
 NJ0736'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 NJ0736'IS FLUSH WITH THE GROUND SURFACE.  IT IS 70 FEET SOUTHWEST
 NJ0736'OF THE SOUTHWEST CORNER OF THE HOUSE, 62 FEET EAST-NORTHEAST
 NJ0736'OF THE SOUTHEAST CORNER OF A METAL MACHINE SHED, 27 FEET WEST
 NJ0736'OF THE CENTER OF A DRIVEWAY AND 9 FEET NORTH OF AN 8-INCH
 NJ0736'ELM TREE.
 NJ0736'
 NJ0736'REFERENCE MARK 5 IS A STANDARD DISK STAMPED EDGEWOOD 2 NO 5 1972,
 NJ0736'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NJ0736'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 2 FEET
 NJ0736'NORTH OF A METAL WITNESS POST, IN THE WEST RIGHT-OF-WAY LINE
 NJ0736'OF THE COUNTY ROAD AND IN A LINE NORTHWEST-SOUTHEAST BETWEEN
 NJ0736'TWO SILOS.
 NJ0736'
 NJ0736'THE LINE R.M. 3 TO R.M. 4 IS OBSTRUCTED BY THE HOUSE.
 NJ0736
 NJ0736                          STATION RECOVERY (1975)
 NJ0736
 NJ0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NJ0736'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK (REFERENCE
 NJ0736'MARK 5) WERE RECOVERED AND FOUND IN GOOD CONDITION AND AS DESCRIBED
 NJ0736'IN 1972.  A NEW BUILDING HAS BEEN CONSTRUCTED OVER REFERENCE MARK
 NJ0736'3.  THE AZIMUTH MARK WAS OBSTRUCTED BY TALL CORN THIS DATE.
 NJ0736'REFERENCE MARK 6 WAS ESTABLISHED THIS DATE.  FOLLOWING IS A
 NJ0736'DESCRIPTION FOR REFERENCE MARK 6.
 NJ0736'
 NJ0736'REFERENCE MARK 6 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 NJ0736'EDGEWOOD 2 1972 NO 6 1975 AND SET FLUSH WITH THE GROUND SURFACE.
 NJ0736'IT IS 9.5 FEET EAST OF A POWER POLE, 3 FEET NORTH OF A ROAD CUTBANK
 NJ0736'ALONG THE SOUTH EDGE OF A GARDEN AND 1.2 FEET SOUTH OF ANCHOR FOR
 NJ0736'POWER CABLE AND POST.
 NJ0736'
 NJ0736'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 NJ0736'NORTHWEST OF EDGEWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0735 ***********************************************************************
 NJ0735  DESIGNATION -  EDGEWOOD MUNICIPAL TANK
 NJ0735  PID         -  NJ0735
 NJ0735  STATE/COUNTY-  IA/CLAYTON
 NJ0735  USGS QUAD   -  EDGEWOOD (1964)
 NJ0735
 NJ0735                         *CURRENT SURVEY CONTROL
 NJ0735  ___________________________________________________________________
 NJ0735* NAD 83(1996)-  42 38 40.79005(N)    091 24 06.24586(W)     ADJUSTED  
 NJ0735* NAVD 88     -                                                        
 NJ0735  ___________________________________________________________________
 NJ0735  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 NJ0735  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 NJ0735
 NJ0735  HORZ ORDER  -  THIRD
 NJ0735
 NJ0735.The horizontal coordinates were established by classical geodetic methods
 NJ0735.and adjusted by the National Geodetic Survey in May 1999..
 NJ0735
 NJ0735
 NJ0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0735
 NJ0735.The geoid height was determined by GEOID03.
 NJ0735
 NJ0735;                    North         East     Units Scale Factor Converg.
 NJ0735;SPC IA N     - 1,129,280.409 1,672,050.123   MT  0.99994545   +1 25 19.5
 NJ0735;UTM  15      - 4,722,594.710   631,021.541   MT  0.99981120   +1 04 58.4
 NJ0735
 NJ0735                          SUPERSEDED SURVEY CONTROL
 NJ0735
 NJ0735  NAD 83(1996)-  42 38 40.79014(N)    091 24 06.24558(W) AD(       ) 4
 NJ0735  NAD 83(1986)-  42 38 40.77945(N)    091 24 06.24144(W) AD(       ) 4
 NJ0735  NAD 27      -  42 38 40.83000(N)    091 24 05.76100(W) AD(       ) 3
 NJ0735
 NJ0735.Superseded values are not recommended for survey control.
 NJ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0735.See file dsdata.txt to determine how the superseded data were derived.
 NJ0735
 NJ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH3102222595(NAD 83)
 NJ0735_MARKER: 53 = ELEVATED TANK
 NJ0735
 NJ0735  HISTORY     - Date     Condition        Report By
 NJ0735  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0735
 NJ0735                          STATION DESCRIPTION
 NJ0735
 NJ0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0735'THIS STATION IS THE TALL SLIM BLACK MUNICIPAL TANK IN THE
 NJ0735'VILLAGE OF EDGEWOOD, IOWA.  IT IS LOCATED ABOUT 135 FEET W OF
 NJ0735'THE CENTER LINE OF MAIN STREET, ABOUT 60 FEET N OF THE CENTER
 NJ0735'LINE OF IOWA ROUTE 10, AND ABOUT 20 FEET N OF THE PUMPHOUSE.
 NJ0735'THE TANK WAS ERECTED IN 1922.  IT IS VERY PROMINENT.
 NJ0735'
 NJ0735'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE
 NJ0735'OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL
 NJ0735'SECTION IS ABOUT 25 FEET HIGH, HAS A CATWALK AND RAIL AROUND
 NJ0735'ITS BASE, AND THE WORD EDGEWOOD IN WHITE LETTERS ON THE E-W
 NJ0735'SIDES.  THE STEEP CONICAL ROOF HAS A BALL AT ITS APEX.  THE
 NJ0735'TOTAL HEIGHT IS ABOUT 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0595 ***********************************************************************
 OQ0595  DESIGNATION -  EDNA
 OQ0595  PID         -  OQ0595
 OQ0595  STATE/COUNTY-  IA/LYON
 OQ0595  USGS QUAD   -  ROCK RAPIDS (1971)
 OQ0595
 OQ0595                         *CURRENT SURVEY CONTROL
 OQ0595  ___________________________________________________________________
 OQ0595* NAD 83(1996)-  43 23 03.72502(N)    096 10 35.38569(W)     ADJUSTED  
 OQ0595* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 OQ0595  ___________________________________________________________________
 OQ0595  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 OQ0595  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 OQ0595
 OQ0595  HORZ ORDER  -  SECOND
 OQ0595
 OQ0595.The horizontal coordinates were established by classical geodetic methods
 OQ0595.and adjusted by the National Geodetic Survey in May 1999..
 OQ0595
 OQ0595.The orthometric height was scaled from a topographic map.
 OQ0595
 OQ0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0595
 OQ0595.The geoid height was determined by GEOID03.
 OQ0595
 OQ0595;                    North         East     Units Scale Factor Converg.
 OQ0595;SPC IA N     - 1,212,751.680 1,283,152.339   MT  1.00002363   -1 48 50.3
 OQ0595;UTM  14      - 4,807,372.050   728,704.790   MT  1.00024346   +1 56 25.0
 OQ0595
 OQ0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0595!SPC IA N     -   0.99993608  x   1.00002363  =   0.99995971
 OQ0595!UTM  14      -   0.99993608  x   1.00024346  =   1.00017952
 OQ0595
 OQ0595:                Primary Azimuth Mark                     Grid Az
 OQ0595:SPC IA N     -  ROCK RAPIDS MUNICIPAL TANK               003 07 52.0
 OQ0595:UTM  14      -  ROCK RAPIDS MUNICIPAL TANK               359 22 36.7
 OQ0595
 OQ0595|---------------------------------------------------------------------|
 OQ0595| PID    Reference Object                     Distance      Geod. Az  |
 OQ0595|                                                           dddmmss.s |
 OQ0595| OQ0596 ROCK RAPIDS MUNICIPAL TANK          APPROX. 4.6 KM 0011901.7 |
 OQ0595| CO3047 EDNA AZ MK                                         0053555.1 |
 OQ0595| CO3048 EDNA RM 1                            56.546 METERS 08422     |
 OQ0595| CO3049 EDNA RM 2                            32.952 METERS 24657     |
 OQ0595|---------------------------------------------------------------------|
 OQ0595
 OQ0595                          SUPERSEDED SURVEY CONTROL
 OQ0595
 OQ0595  NAD 83(1996)-  43 23 03.72502(N)    096 10 35.38569(W) AD(       ) 2
 OQ0595  NAD 83(1996)-  43 23 03.72321(N)    096 10 35.38175(W) AD(       ) 2
 OQ0595  NAD 83(1996)-  43 23 03.72391(N)    096 10 35.37904(W) AD(       ) 2
 OQ0595  NAD 83(1986)-  43 23 03.72523(N)    096 10 35.37325(W) AD(       ) 2
 OQ0595  NAD 27      -  43 23 03.82900(N)    096 10 34.31400(W) AD(       ) 2
 OQ0595
 OQ0595.Superseded values are not recommended for survey control.
 OQ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0595.See file dsdata.txt to determine how the superseded data were derived.
 OQ0595
 OQ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2870507372(NAD 83)
 OQ0595_MARKER: DS = TRIANGULATION STATION DISK
 OQ0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0595
 OQ0595  HISTORY     - Date     Condition        Report By
 OQ0595  HISTORY     - 1949     MONUMENTED       CGS
 OQ0595
 OQ0595                          STATION DESCRIPTION
 OQ0595
 OQ0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0595'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF ROCK RAPIDS, ON
 OQ0595'PROPERTY OWNED BY MR. CHARLES BUSH AND OCCUPIED BY MR. ERNEST
 OQ0595'HUISMAN.  IT IS 230 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 OQ0595'75, 48 PACES NORTH OF THE NORTHEAST CORNER OF A LARGE BARN, 73
 OQ0595'FEET SOUTH OF AN EAST-WEST FENCELINE, AND 55 FEET NORTHEAST OF A
 OQ0595'FENCE CORNER.  THE DISK IS STAMPED EDNA 1949 AND IS SET 6 INCHES
 OQ0595'BELOW THE SURFACE OF THE GROUND.
 OQ0595'
 OQ0595'REFERENCE MARK NO. 1 IS 55 FEET SOUTH OF A FENCE CORNER, 44 FEET
 OQ0595'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST OF THE
 OQ0595'RIGHT-OF-WAY FENCELINE.  THE DISK IS STAMPED EDNA NO 1 1949 AND
 OQ0595'IS SET FLUSH WITH THE GROUND.
 OQ0595'
 OQ0595'REFERENCE MARK NO. 2 IS 66 FEET WEST OF A FENCE CORNER, AND 1
 OQ0595'FOOT NORTH OF A FENCE CORNER.  THE DISK IS STAMPED EDNA NO 2
 OQ0595'1949 AND IS SET FLUSH WITH THE GROUND.
 OQ0595'
 OQ0595'THE AZIMUTH MARK IS 58 FEET WEST OF THE CENTERLINE OF THE
 OQ0595'HIGHWAY, 8 FEET SOUTH OF A POWER POLE, 3 FEET SOUTH OF A WITNESS
 OQ0595'POST, AND 2 FEET EAST OF A FENCELINE.  THE DISK IS STAMPED EDNA
 OQ0595'1949 AND PROJECTS 3 INCHES.
 OQ0595'
 OQ0595'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 AND
 OQ0595'STATE HIGHWAY 9, IN ROCK RAPIDS, GO SOUTH ON HIGHWAY 75 FOR 2.95
 OQ0595'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH FOR
 OQ0595'0.4 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO 0.05 MILE.
 OQ0595'TURN RIGHT, PASS TO THE SOUTH OF THE FARM HOUSE, FOR 0.05 MILE
 OQ0595'TO A BOARD GATE, AT THE EAST CORNER OF A LARGE BARN (NORTHEAST
 OQ0595'OF 2).  CONTINUE NORTH FOR 0.05 TO THE STATION AS DESCRIBED.
 OQ0595'
 OQ0595'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1531 ***********************************************************************
 LF1531  CBN         -  This is a Cooperative Base Network Control Station.
 LF1531  DESIGNATION -  EE 158 RESET
 LF1531  PID         -  LF1531
 LF1531  STATE/COUNTY-  IA/MILLS
 LF1531  USGS QUAD   -  TABOR NE (1957)
 LF1531
 LF1531                         *CURRENT SURVEY CONTROL
 LF1531  ___________________________________________________________________
 LF1531* NAD 83(1996)-  40 55 36.18604(N)    095 33 23.75382(W)     ADJUSTED  
 LF1531* NAVD 88     -       300.69   (meters)     986.5    (feet)  RESET     
 LF1531  ___________________________________________________________________
 LF1531  X           -    -467,309.406 (meters)                     COMP
 LF1531  Y           -  -4,803,453.625 (meters)                     COMP
 LF1531  Z           -   4,156,455.801 (meters)                     COMP
 LF1531  LAPLACE CORR-          -8.45  (seconds)                    DEFLEC99
 LF1531  ELLIP HEIGHT-         271.66  (meters)          (06/15/04) GPS OBS
 LF1531  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 LF1531
 LF1531  HORZ ORDER  -  B
 LF1531  VERT ORDER  -  THIRD
 LF1531  ELLP ORDER  -  FOURTH    CLASS I
 LF1531
 LF1531.The horizontal coordinates were established by GPS observations
 LF1531.and adjusted by the National Geodetic Survey in August 1997..
 LF1531
 LF1531.The orthometric height was computed from unverified reset data.
 LF1531
 LF1531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1531
 LF1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1531
 LF1531.The ellipsoidal height was determined by GPS observations
 LF1531.and is referenced to NAD 83.
 LF1531
 LF1531.The geoid height was determined by GEOID03.
 LF1531
 LF1531;                    North         East     Units Scale Factor Converg.
 LF1531;SPC IA S     -   104,957.998   326,799.329   MT  0.99995976   -1 21 16.9
 LF1531;UTM  15      - 4,533,769.439   284,737.944   MT  1.00017036   -1 40 31.6
 LF1531
 LF1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1531!SPC IA S     -   0.99995739  x   0.99995976  =   0.99991715
 LF1531!UTM  15      -   0.99995739  x   1.00017036  =   1.00012774
 LF1531
 LF1531                          SUPERSEDED SURVEY CONTROL
 LF1531
 LF1531  ELLIP H (08/25/97)  271.70   (m)                       GP(       ) 4 1
 LF1531  NGVD 29 (05/12/04)  300.6    (m)          986.     (f) RESET       3  
 LF1531
 LF1531.Superseded values are not recommended for survey control.
 LF1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1531.See file dsdata.txt to determine how the superseded data were derived.
 LF1531
 LF1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF8473833769(NAD 83)
 LF1531_MARKER: DV = VERTICAL CONTROL DISK
 LF1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1531_SP_SET: CONCRETE POST
 LF1531_STAMPING: EE 158 RESET 1978
 LF1531_MARK LOGO: NGS   
 LF1531_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1531+STABILITY: SURFACE MOTION
 LF1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1531+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2001
 LF1531
 LF1531  HISTORY     - Date     Condition        Report By
 LF1531  HISTORY     - 1978     MONUMENTED       NGS
 LF1531  HISTORY     - 19960916 GOOD             IADT
 LF1531  HISTORY     - 20011006 GOOD             JCLS
 LF1531  HISTORY     - 20011009 GOOD             JCLS
 LF1531
 LF1531                          STATION DESCRIPTION
 LF1531
 LF1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LF1531'1.1 MILES (1.8 KM) SOUTH ALONG MAIN STREET AND MILLS COUNTY ROAD L 63
 LF1531'FROM THE COMMUNITY BUILDING AT 5TH STREET IN MALVERN, THENCE LEFT AND
 LF1531'EAST ALONG MILLS COUNTY ROAD L 68 FOR 1.4 MILES (2.3 KM) TO A CURVE
 LF1531'TO THE RIGHT AND SOUTH, CONTINUE SOUTH ON ROAD L 68 TO THE MARK ON
 LF1531'THE RIGHT, 32 FEET (9.8 M) WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT
 LF1531'(0.3 M) EAST OF A FENCE, 17 PACES NORTH OF BENCH MARK S 161 RESET
 LF1531'1968 AND 37 PACES SOUTH OF BENCH MARK R 161.
 LF1531
 LF1531                          STATION RECOVERY (1996)
 LF1531
 LF1531'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 LF1531'RECOVERED IN 1996 BY IOWA DOT.  LOCATED IN THE NORTHEAST QUARTER OF
 LF1531'SECTION 28, T 71 N, R 41 W, APPROX.  3.7 MI (6.0 KM) NORTH-NORTHEAST
 LF1531'OF THE TOWN OF RANDOLPH.  TO REACH THE STATION FROM THE INTERSECTION
 LF1531'OF IOWA STATE HWY 184 AND COUNTY ROAD L 68 JUST EAST OF RANDOLPH, GO
 LF1531'NORTH ON COUNTY ROAD L 68 FOR 3.7 MI (6.0 KM) TO THE STATION ON THE
 LF1531'LEFT, WEST SIDE OF THE ROAD.  IT IS 32 FT (9.8 M) WEST OF THE
 LF1531'CENTERLINE OF L 68, 1 FT (0.3 M) EAST OF A FENCE, AND 0.6 M (2.0 FT)
 LF1531'SSE OF A PINK STATE HARN SURVEY SIGN.
 LF1531
 LF1531                          STATION RECOVERY (2001)
 LF1531
 LF1531'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 LF1531'RECOVERED IN GOOD CONDITION.
 LF1531
 LF1531                          STATION RECOVERY (2001)
 LF1531
 LF1531'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 LF1531'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0828 ***********************************************************************
 ON0828  DESIGNATION -  EGAN
 ON0828  PID         -  ON0828
 ON0828  STATE/COUNTY-  IA/ALLAMAKEE
 ON0828  USGS QUAD   -  WATERVILLE (1971)
 ON0828
 ON0828                         *CURRENT SURVEY CONTROL
 ON0828  ___________________________________________________________________
 ON0828* NAD 83(1986)-  43 09 12.21307(N)    091 16 17.44863(W)     ADJUSTED  
 ON0828* NAVD 88     -       353.0    (meters)    1158.     (feet)  GPS OBS   
 ON0828  ___________________________________________________________________
 ON0828  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 ON0828  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 ON0828
 ON0828  HORZ ORDER  -  FIRST
 ON0828
 ON0828.The horizontal coordinates were established by classical geodetic methods
 ON0828.and adjusted by the National Geodetic Survey in July 1986..
 ON0828
 ON0828.The orthometric height was determined by GPS observations and a
 ON0828.high-resolution geoid model.
 ON0828
 ON0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0828
 ON0828.The geoid height was determined by GEOID03.
 ON0828
 ON0828;                    North         East     Units Scale Factor Converg.
 ON0828;SPC IA N     - 1,186,046.630 1,681,235.881   MT  0.99998127   +1 30 37.2
 ON0828;SPC WI S     -   128,919.116   496,587.864   MT  0.99994186   -0 52 25.2
 ON0828;SPC WI S     -   422,962.13  1,629,222.02   sFT  0.99994186   -0 52 25.2
 ON0828;UTM  15      - 4,779,299.103   640,536.524   MT  0.99984297   +1 10 56.6
 ON0828
 ON0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0828!SPC IA N     -   0.99994956  x   0.99998127  =   0.99993083
 ON0828!SPC WI S     -   0.99994956  x   0.99994186  =   0.99989142
 ON0828!UTM  15      -   0.99994956  x   0.99984297  =   0.99979254
 ON0828
 ON0828                          SUPERSEDED SURVEY CONTROL
 ON0828
 ON0828  NAD 83(1996)-  43 09 12.24240(N)    091 16 17.45071(W) AD(       ) B
 ON0828  NAD 83(1996)-  43 09 12.21475(N)    091 16 17.44843(W) AD(       ) 1
 ON0828  NAD 27      -  43 09 12.28110(N)    091 16 16.97540(W) AD(       ) 1
 ON0828
 ON0828.Superseded values are not recommended for survey control.
 ON0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0828.See file dsdata.txt to determine how the superseded data were derived.
 ON0828
 ON0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4053779299(NAD 83)
 ON0828_MARKER: DS = TRIANGULATION STATION DISK
 ON0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0828_STAMPING: EGAN 1931
 ON0828_MARK LOGO: CGS   
 ON0828_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ON0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0828+STABILITY: SURFACE MOTION
 ON0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0828+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1996
 ON0828
 ON0828  HISTORY     - Date     Condition        Report By
 ON0828  HISTORY     - 1931     MONUMENTED       CGS
 ON0828  HISTORY     - 1934     GOOD             IAGS
 ON0828  HISTORY     - 1961     GOOD             CGS
 ON0828  HISTORY     - 1963     GOOD             CGS
 ON0828  HISTORY     - 19960319 GOOD             MNDT
 ON0828
 ON0828                          STATION DESCRIPTION
 ON0828
 ON0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 ON0828'ABOUT 10 MILES MILES NORTHWEST OF MC GREGOR, ON THE NORTH SIDE
 ON0828'OF STATE HIGHWAY 13.  MARK IS ON LAND OWNED BY THE STATE
 ON0828'HIGHWAY DEPARTMENT.  THE NEW HIGHWAY HAS CUT OFF A CURVE OF
 ON0828'THE OLD HIGHWAY, AND THE MARK IS LOCATED IN THE OLD ROADBED.
 ON0828'THE MARK IS 0.4 MILE EAST OF A SMALL SCHOOLHOUSE ON THE SOUTH
 ON0828'SIDE OF THE HIGHWAY, 0.7 MILE WEST OF TOM MC CORMICKS FARMHOUSE,
 ON0828'0.2 MILE EAST OF JAMES EGANS FARMHOUSE, 4.8 MILES EAST OF THE
 ON0828'CROSSROADS LEADING TO WATERVILLE, 14 METERS NORTH OF THE
 ON0828'CENTERLINE OF THE HIGHWAY, 8 METERS SOUTH OF THE NORTH FENCE
 ON0828'LINE, 101 METERS WEST OF A NARROW SECTION-LINE ROAD NORTH.
 ON0828'
 ON0828'TO REACH STATION FROM MC GREGOR, FOLLOW STATE HIGHWAY 13
 ON0828'NORTH THROUGH MARQUETTE, AND 10.6 MILES BEYOND THAT TOWN.
 ON0828'IT IS 4.4 MILES WEST OF THE CROSSROADS ON TOP OF THE BLUFF,
 ON0828'AFTER CROSSING YELLOW RIVER, WHERE THE RIGHT ROAD LEADS TO
 ON0828'WAUKON JUNCTION.
 ON0828'
 ON0828'REFERENCE MARK NO. 1 IS APPROXIMATELY 1/4 MILE EAST OF THE
 ON0828'STATION, 12 METERS, NORTH OF THE CENTERLINE OF THE HIGHWAY,
 ON0828'17 METERS WEST OF A DIRT ROAD LEADING NORTH FROM STATE HIGHWAY
 ON0828'13.
 ON0828'
 ON0828'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 17-1/2 METERS
 ON0828'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 13, AND 1 METER
 ON0828'SOUTHEAST OF THE NORTHWEST CORNER POST OF THE FIELD.
 ON0828'
 ON0828'THE WATER TANK AT MONONA IS THE MUNICIPAL TANK, THE FINIAL WAS
 ON0828'SIGHTED ON.
 ON0828'
 ON0828'HEIGHT OF SIGNAL ABOVE STATION MARK - 21 METERS.
 ON0828
 ON0828                          STATION RECOVERY (1934)
 ON0828
 ON0828'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 ON0828'RECOVERED AS DESCRIBED.
 ON0828
 ON0828                          STATION RECOVERY (1961)
 ON0828
 ON0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0828'THE STATION AND ALL MARKS WERE RECOVERED.  A DIFFERENCE
 ON0828'OF 0.75 OF A FOOT WAS FOUND IN THE DISTANCE TO REFERENCE MARK
 ON0828'2 AND A DIFFERENCE OF 1 MINUTE AND 22.4 SECONDS WAS FOUND
 ON0828'IN THE DIRECTION.  THE DISTANCE AND DIRECTION TO REFERENCE
 ON0828'MARK 1 CHECKED.  THE TOWER COULD NOT BE ERECTED OVER THE
 ON0828'STATION, BECAUSE OF AN OVERHEAD POWER LINE.  A NEW REFERENCE
 ON0828'MARK 3 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.
 ON0828'
 ON0828'A COMPLETE NEW DESCRIPTION FOLLOWS--
 ON0828'
 ON0828'THE STATION IS ABOUT 10 MILES NORTHEAST OF MONONA, ABOUT 14
 ON0828'MILES SOUTHEAST OF WAUKON AND IS ON ROAD RIGHT-OF-WAY, IN
 ON0828'THE SOUTHEAST 1/4 OF SECTION 2, T. 96 N., R. 4 W..  IT IS
 ON0828'110 FEET EAST OF A POWER POLE, 95 FEET WEST OF A POWER POLE,
 ON0828'53 FEET NORTH OF THE CENTERLINE OF HIGHWAY 13, 26 FEET SOUTH
 ON0828'OF A WIRE FENCE AND 1 FOOT SOUTH OF A WITNESS POST.  THE
 ON0828'MONUMENT IS FLUSH AND THE DISK IS STAMPED EGAN 1931.
 ON0828'
 ON0828'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 13 IN
 ON0828'WAUKON, GO SOUTHERLY ON STATE HIGHWAY 13 FOR 2.95 MILES TO
 ON0828'A JUNCTION WITH STATE HIGHWAY 51.  KEEP LEFT AND GO SOUTHEASTERLY
 ON0828'ON STATE ROAD 13 (GRAVELED ROAD) FOR 3.35 MILES TO A CROSSROAD.
 ON0828'CONTINUE SOUTHEAST ON STATE ROAD 13 FOR 2.0 MILES TO A CROSSROAD
 ON0828'AT ROSSVILLE.  CONTINUE SOUTHEAST ON STATE ROAD 13 FOR 3.9
 ON0828'MILES TO A SIDE ROAD RIGHT.  CONTINUE SOUTHEAST ON STATE
 ON0828'ROAD 13 FOR 0.95 MILE TO THE STATION ON THE LEFT.
 ON0828'
 ON0828'TO REACH REFERENCE MARK 1 FROM THE STATION, GO SOUTHEAST
 ON0828'ON STATE ROAD 13 FOR 0.35 MILE TO THE MARK ON THE LEFT.
 ON0828'
 ON0828'REFERENCE MARK 1 IS 42 FEET NORTHEAST OF THE CENTERLINE OF
 ON0828'STATE ROAD 13, 47 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED
 ON0828'ROAD, 1 FOOT WEST OF A WITNESS POST AND 6 INCHES SOUTH OF A
 ON0828'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON0828'EGAN NO 1 1931.
 ON0828'
 ON0828'REFERENCE MARK 2 IS 49 FEET SOUTH OF THE CENTERLINE OF STATE
 ON0828'ROAD 13, 8 FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE
 ON0828'AND 2 FEET SOUTH OF AN EAST GATE POST.  THE MONUMENT PROJECTS
 ON0828'3 INCHES AND THE DISK IS STAMPED EGAN NO 2 1931.
 ON0828'
 ON0828'REFERENCE MARK 3 IS 121 FEET NORTH OF THE CENTERLINE OF STATE
 ON0828'ROAD 13, 49 FEET NORTHEAST OF THE POWER POLE AND 1 FOOT SOUTH
 ON0828'OF THE WIRE FENCE.  THE MONUMENT PROJECTS 7 INCHES AND THE
 ON0828'DISK IS STAMPED EGAN NO 3 1931.
 ON0828'
 ON0828'NOTE--REFERENCE MARK 1 WAS USED AS AN AZIMUTH MARK.
 ON0828'
 ON0828'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ON0828
 ON0828                          STATION RECOVERY (1963)
 ON0828
 ON0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 ON0828'THIS STATION RECOVERED AS DESCRIBED IN A 1961 RECOVERY NOTE
 ON0828'AND ALL MARKS FOUND IN GOOD CONDITION.  DUE TO CONSTRUCTION
 ON0828'OF STATE HIGHWAY 13, R.M. NO. 1 (AZI. MK.) AND R.M. NO. 2
 ON0828'HAD TO BE DESTROYED.  TWO NEW MARKS WERE ESTABLISHED.
 ON0828'
 ON0828'AFTER COMPLETION OF THE NEW HIGHWAY THE STATION MARK WILL
 ON0828'PROBABLY BE ABOUT 120 FEET NORTH OF THE CENTERLINE.
 ON0828'
 ON0828'R.M. NO. 3 IS EAST OF THE STATION AND WAS 1 FOOT SOUTH OF
 ON0828'THE RIGHT OF WAY FENCE AT TIME OF RECOVERY.  THERE MAY BE
 ON0828'SOME CHANGES IN FENCE LINES AFTER THE HIGHWAY WORK IS COMPLETED.
 ON0828'
 ON0828'R.M. NO. 4 IS SOUTH-SOUTHWEST OF THE STATION AND IS ABOUT 100
 ON0828'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS 4
 ON0828'INCHES AND THE DISK IS STAMPED EGAN NO 4 1931.
 ON0828'
 ON0828'THE AZIMUTH MARK IS 0.35 MILE SOUTHEAST OF THE STATION, IN
 ON0828'THE NORTHWEST ANGLE OF A T-ROAD INTERSECTION, 100 FEET NORTH
 ON0828'OF THE CENTERLINE OF THE HIGHWAY, 33 FEET WEST OF THE CENTERLINE
 ON0828'OF THE SIDE ROAD AND 2 FEET WEST OF A METAL WITNESS POST.
 ON0828'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED EGAN 1931
 ON0828'RESET 1963.
 ON0828'
 ON0828'THE 1961 DESCRIPTION TO REACH THE STATION FROM WAUKON IS
 ON0828'ADEQUATE FOR RECOVERY.
 ON0828
 ON0828                          STATION RECOVERY (1996)
 ON0828
 ON0828'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 ON0828'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE REFERENCE
 ON0828'MARKS WERE NOT RECOVERED AT THIS TIME.  RECOVERY NOTE BY DAVID K.
 ON0828'HERDER, TYPED BY J.E.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2132 ***********************************************************************
 AE2132  CBN         -  This is a Cooperative Base Network Control Station.
 AE2132  DESIGNATION -  EGAN IOWA HARN
 AE2132  PID         -  AE2132
 AE2132  STATE/COUNTY-  IA/ALLAMAKEE
 AE2132  USGS QUAD   -  WATERVILLE (1971)
 AE2132
 AE2132                         *CURRENT SURVEY CONTROL
 AE2132  ___________________________________________________________________
 AE2132* NAD 83(1996)-  43 09 12.21983(N)    091 16 17.44952(W)     ADJUSTED  
 AE2132* NAVD 88     -       353.7    (meters)    1160.     (feet)  GPS OBS   
 AE2132  ___________________________________________________________________
 AE2132  X           -    -103,418.903 (meters)                     COMP
 AE2132  Y           -  -4,659,402.107 (meters)                     COMP
 AE2132  Z           -   4,340,169.814 (meters)                     COMP
 AE2132  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 AE2132  ELLIP HEIGHT-         322.33  (meters)          (06/15/04) GPS OBS
 AE2132  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 AE2132
 AE2132  HORZ ORDER  -  B
 AE2132  ELLP ORDER  -  FOURTH    CLASS I
 AE2132
 AE2132.The horizontal coordinates were established by GPS observations
 AE2132.and adjusted by the National Geodetic Survey in August 1997..
 AE2132
 AE2132.The orthometric height was determined by GPS observations and a
 AE2132.high-resolution geoid model.
 AE2132
 AE2132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2132
 AE2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2132
 AE2132.The ellipsoidal height was determined by GPS observations
 AE2132.and is referenced to NAD 83.
 AE2132
 AE2132.The geoid height was determined by GEOID03.
 AE2132
 AE2132;                    North         East     Units Scale Factor Converg.
 AE2132;SPC IA N     - 1,186,046.838 1,681,235.856   MT  0.99998127   +1 30 37.2
 AE2132;UTM  15      - 4,779,299.311   640,536.500   MT  0.99984296   +1 10 56.6
 AE2132
 AE2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2132!SPC IA N     -   0.99994945  x   0.99998127  =   0.99993073
 AE2132!UTM  15      -   0.99994945  x   0.99984296  =   0.99979242
 AE2132
 AE2132                          SUPERSEDED SURVEY CONTROL
 AE2132
 AE2132  ELLIP H (08/25/97)  322.37   (m)                       GP(       ) 4 1
 AE2132
 AE2132.Superseded values are not recommended for survey control.
 AE2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2132.See file dsdata.txt to determine how the superseded data were derived.
 AE2132
 AE2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4053779299(NAD 83)
 AE2132_MARKER: DS = TRIANGULATION STATION DISK
 AE2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2132_STAMPING: EGAN 1931
 AE2132_MARK LOGO: CGS   
 AE2132_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2132+STABILITY: SURFACE MOTION
 AE2132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2132+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 AE2132
 AE2132  HISTORY     - Date     Condition        Report By
 AE2132  HISTORY     - 1931     MONUMENTED       CGS
 AE2132  HISTORY     - 19960917 GOOD             IADT
 AE2132  HISTORY     - 19971209 GOOD             NGS
 AE2132  HISTORY     - 20020520 GOOD             AERSVC
 AE2132
 AE2132                          STATION DESCRIPTION
 AE2132
 AE2132'DESCRIBED BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 AE2132'RECOVERED IN 1996 BY IOWA DOT.  THIS STATION IS LOCATED APPROX.  5.8
 AE2132'MI (9.3 KM) SOUTHEAST OF ROSSVILLE, 4.0 MI (6.4 KM) SOUTH-SOUTHEAST OF
 AE2132'WATERVILLE AND 4.8 MI (7.7 KM) WEST OF WAUKON JUNCTION ALONG THE NORTH
 AE2132'SIDE OF STATE HWY 76, IN THE SOUTHEAST 1/4 OF SECTION 2, T 96 N, R 4
 AE2132'W.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD X 26 AND
 AE2132'IOWA STATE HWY 76 IN THE TOWN OF ROSSVILLE, GO SOUTHEASTERLY ON STATE
 AE2132'HWY 76 FOR 6.3 MI (10.1 KM) TO THE STATION ON THE LEFT.  IT IS NEARLY
 AE2132'ACROSS THE HIGHWAY FROM STATION MARKER 615 AND 0.4 MI (0.6 KM) WEST
 AE2132'FROM MILE MARKER POST 15.  THERE IS A GRAVEL PARKING AREA/ENTRANCE FOR
 AE2132'THE STATE FOREST PUBLIC HUNTING WILDLIFE MANAGEMENT AREA JUST TO THE
 AE2132'EAST OF THE MARKER WHICH PRESENTLY CONTAINS A GRAVEL PILE.  THE
 AE2132'MONUMENT IS FLUSH WITH THE GROUND ON A RIDGE LINE, AND IS 0.8 M (2.6
 AE2132'FT) NORTH OF A PINK STATE HARN SURVEY SIGN AND 0.35 M (1.15 FT) SOUTH
 AE2132'OF A WHITE METAL WITNESS POST.  THE MONUMENT IS IN GOOD CONDITION.
 AE2132
 AE2132                          STATION RECOVERY (1997)
 AE2132
 AE2132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE2132'RECOVERED AS DESCRIBED.
 AE2132
 AE2132                          STATION RECOVERY (2002)
 AE2132
 AE2132'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2002 (KZ)
 AE2132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0829 ***********************************************************************
 ON0829  DESIGNATION -  EGAN RM 3
 ON0829  PID         -  ON0829
 ON0829  STATE/COUNTY-  IA/ALLAMAKEE
 ON0829  USGS QUAD   -  WATERVILLE (1971)
 ON0829
 ON0829                         *CURRENT SURVEY CONTROL
 ON0829  ___________________________________________________________________
 ON0829* NAD 83(1996)-  43 09 12.33833(N)    091 16 15.56881(W)     ADJUSTED  
 ON0829* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 ON0829  ___________________________________________________________________
 ON0829  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 ON0829  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 ON0829
 ON0829  HORZ ORDER  -  SECOND
 ON0829
 ON0829.The horizontal coordinates were established by classical geodetic methods
 ON0829.and adjusted by the National Geodetic Survey in May 1999..
 ON0829
 ON0829.The orthometric height was scaled from a topographic map.
 ON0829
 ON0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0829
 ON0829.The geoid height was determined by GEOID03.
 ON0829
 ON0829;                    North         East     Units Scale Factor Converg.
 ON0829;SPC IA N     - 1,186,051.614 1,681,278.236   MT  0.99998127   +1 30 38.5
 ON0829;UTM  15      - 4,779,303.844   640,578.901   MT  0.99984311   +1 10 57.9
 ON0829
 ON0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0829!SPC IA N     -   0.99995003  x   0.99998127  =   0.99993130
 ON0829!UTM  15      -   0.99995003  x   0.99984311  =   0.99979315
 ON0829
 ON0829:                Primary Azimuth Mark                     Grid Az
 ON0829:SPC IA N     -  PAINT CREEK LUTHERAN CH SPIRE            358 42 35.9
 ON0829:UTM  15      -  PAINT CREEK LUTHERAN CH SPIRE            359 02 16.5
 ON0829
 ON0829|---------------------------------------------------------------------|
 ON0829| PID    Reference Object                     Distance      Geod. Az  |
 ON0829|                                                           dddmmss.s |
 ON0829| ON0843 PAINT CREEK LUTHERAN CH SPIRE       APPROX.12.3 KM 0001314.4 |
 ON0829| ON0826 ST JOSEPHS CHURCH SPIRE             APPROX. 8.0 KM 0522932.1 |
 ON0829| CI6257 EGAN RM 1 AZIMUTH                                  12143     |
 ON0829| ON0835 MONONA ST PATRICKS CH SPIRE         APPROX.14.9 KM 2185858.6 |
 ON0829| ON0834 MONONA WATER TANK                   APPROX.14.7 KM 2211956.8 |
 ON0829| CI6258 EGAN RM 2                            59.704 METERS 23409     |
 ON0829|---------------------------------------------------------------------|
 ON0829
 ON0829                          SUPERSEDED SURVEY CONTROL
 ON0829
 ON0829  NAD 83(1996)-  43 09 12.33831(N)    091 16 15.56873(W) AD(       ) 2
 ON0829  NAD 83(1996)-  43 09 12.33061(N)    091 16 15.56831(W) AD(       ) 2
 ON0829  NAD 83(1986)-  43 09 12.32894(N)    091 16 15.56843(W) AD(       ) 2
 ON0829  NAD 27      -  43 09 12.39690(N)    091 16 15.09530(W) AD(       ) 2
 ON0829
 ON0829.Superseded values are not recommended for survey control.
 ON0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0829.See file dsdata.txt to determine how the superseded data were derived.
 ON0829
 ON0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4057979304(NAD 83)
 ON0829_MARKER: DS = TRIANGULATION STATION DISK
 ON0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0829+STABILITY: SURFACE MOTION
 ON0829
 ON0829  HISTORY     - Date     Condition        Report By
 ON0829  HISTORY     - 1961     MONUMENTED       CGS
 ON0829
 ON0829                          STATION DESCRIPTION
 ON0829
 ON0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ON0829'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 13 IN
 ON0829'WAUKON, GO SOUTHERLY ON STATE HIGHWAY 13 FOR 2.95 MILES TO
 ON0829'A JUNCTION WITH STATE HIGHWAY 51.  KEEP LEFT AND GO SOUTHEASTERLY
 ON0829'ON STATE ROAD 13 (GRAVELED ROAD) FOR 3.35 MILES TO A CROSSROAD.
 ON0829'CONTINUE SOUTHEAST ON STATE ROAD 13 FOR 2.0 MILES TO A CROSSROAD
 ON0829'AT ROSSVILLE.  CONTINUE SOUTHEAST ON STATE ROAD 13 FOR 3.9
 ON0829'MILES TO A SIDE ROAD RIGHT.  CONTINUE SOUTHEAST ON STATE
 ON0829'ROAD 13 FOR 0.95 MILE TO STATION EGAN.
 ON0829'
 ON0829'MARK IS 121 FEET NORTH OF THE CENTERLINE OF STATE
 ON0829'ROAD 13, 49 FEET NORTHEAST OF THE POWER POLE AND 1 FOOT SOUTH
 ON0829'OF THE WIRE FENCE.  THE MONUMENT PROJECTS 7 INCHES AND THE
 ON0829'DISK IS STAMPED EGAN NO 3 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0560 ***********************************************************************
 NK0560  DESIGNATION -  ELBERON
 NK0560  PID         -  NK0560
 NK0560  STATE/COUNTY-  IA/BENTON
 NK0560  USGS QUAD   -  ELBERON (1971)
 NK0560
 NK0560                         *CURRENT SURVEY CONTROL
 NK0560  ___________________________________________________________________
 NK0560* NAD 83(1996)-  42 01 42.41370(N)    092 16 50.90116(W)     ADJUSTED  
 NK0560* NAVD 88     -       289.2    (meters)     949.     (feet)  VERTCON   
 NK0560  ___________________________________________________________________
 NK0560  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 NK0560  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 NK0560
 NK0560  HORZ ORDER  -  SECOND
 NK0560
 NK0560.The horizontal coordinates were established by classical geodetic methods
 NK0560.and adjusted by the National Geodetic Survey in May 1999..
 NK0560
 NK0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0560
 NK0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0560
 NK0560.The geoid height was determined by GEOID03.
 NK0560
 NK0560;                    North         East     Units Scale Factor Converg.
 NK0560;SPC IA N     - 1,059,426.341 1,600,963.381   MT  1.00000716   +0 49 34.7
 NK0560;UTM  15      - 4,653,184.978   559,535.575   MT  0.99964361   +0 28 53.5
 NK0560
 NK0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0560!SPC IA N     -   0.99995958  x   1.00000716  =   0.99996674
 NK0560!UTM  15      -   0.99995958  x   0.99964361  =   0.99960320
 NK0560
 NK0560|---------------------------------------------------------------------|
 NK0560| PID    Reference Object                     Distance      Geod. Az  |
 NK0560|                                                           dddmmss.s |
 NK0560| CI6262 ELBERON RM 1                          7.075 METERS 03611     |
 NK0560| CI6263 ELBERON RM 2                          9.258 METERS 15123     |
 NK0560| MH0480 MICROWAVE TOWER                     APPROX. 4.9 KM 1603007.2 |
 NK0560|---------------------------------------------------------------------|
 NK0560
 NK0560                          SUPERSEDED SURVEY CONTROL
 NK0560
 NK0560  NAD 83(1986)-  42 01 42.41406(N)    092 16 50.90053(W) AD(       ) 2
 NK0560  NAD 27      -  42 01 42.43324(N)    092 16 50.23502(W) AD(       ) 2
 NK0560  NGVD 29 (07/19/86)  289.2    (m)          949.     (f) VERT ANG       
 NK0560
 NK0560.Superseded values are not recommended for survey control.
 NK0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0560.See file dsdata.txt to determine how the superseded data were derived.
 NK0560
 NK0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5953653185(NAD 83)
 NK0560_MARKER: DD = SURVEY DISK
 NK0560_SETTING: 0 = UNSPECIFIED SETTING
 NK0560
 NK0560  HISTORY     - Date     Condition        Report By
 NK0560  HISTORY     - 1970     MONUMENTED       USGS
 NK0560
 NK0560                          STATION DESCRIPTION
 NK0560
 NK0560'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0560'THE STATION IS ABOUT 2.5 MI NE. OF THE COMMUNITY OF ELBERON,
 NK0560'ABOUT 400 FT S. OF THE QUARTER COR. BETWEEN SECS. 5 AND 6,
 NK0560'T. 83 N., R. 12 W., ON A PROMINENT RISE.
 NK0560'
 NK0560'TO REACH THE STATION FROM THE COMMUNITY OF ELBERON, GO E. ON
 NK0560'ST. HWY. 171 FOR ABOUT 0.9 MI TO THE JCT. OF ST. HWY. 21,
 NK0560'CONTINUE E. FOR 1.0 MI TO A CROSSROAD, TURN LEFT AND GO N. FOR
 NK0560'ABOUT 1.4 MI TO A FIELD ENTRANCE E. AND THE STATION BURIED ON
 NK0560'THE N. SIDE OF THE FIELD ENTRANCE.
 NK0560'
 NK0560'STATION MARK, STAMPED ET ELBERON 1970 IS 11 FT N. AND 17 FT
 NK0560'E. CENTER RD. AT FIELD ENTRANCE E.
 NK0560'
 NK0560'REFERENCE MARK NO. 1, STAMPED ELBERON NO 1 1970 IS NE. OF THE
 NK0560'STATION, 29 FT N. AND 29 FT E. CENTER RD. AT FIELD ENTRANCE
 NK0560'E., 2 FT W. OF THE E. RIGHT-OF-WAY FENCE AND 2 FT W. OF USGS
 NK0560'WITNESS POST.
 NK0560'
 NK0560'REFERENCE MARK NO. 2, STAMPED ELBERON NO 2 1970 IS 17 FT
 NK0560'S. AND 30 FT E. CENTER RD. AT FIELD ENTRANCE E., 2 FT W. OF
 NK0560'THE E. RIGHT-OF-WAY FENCE.
 NK0560'
 NK0560'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 NK0560'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NK0560'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  REFERENCE MARK
 NK0560'NO. 1 AND REFERENCE MARK NO. 2 ARE SET FLUSH WITH THE
 NK0560'GROUND.  THE STATION MARK WAS BURIED APPROX. 20 IN. BELOW THE
 NK0560'SURFACE.
 NK0560'
 NK0560'NO AZIMUTH MARK WAS SET.
 NK0560'
 NK0560'REFERENCE AZIMUTH USED, MICROWAVE TOWER - CENTER RED
 NK0560'LIGHT.  POINT OBSERVED WAS CENTER RED LIGHT ON TOP OF A
 NK0560'MICROWAVE TOWER.  THE TOWER IS A 3 LEGGED STRUCTURE PAINTED RED
 NK0560'AND WHITE.  IT IS LOCATED IN A CULTIVATED FIELD ON THE N. SIDE
 NK0560'OF AN ELECTRIC CO. TRANSFORMER SITE, T. 83 N., R. 12 W., ABOUT
 NK0560'250 FT N. AND ABOUT 250 FT W. OF THE QUARTER COR. BETWEEN
 NK0560'SECS. 20 AND 21.
 NK0560'
 NK0560'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0699 ***********************************************************************
 NK0699  DESIGNATION -  ELDORA HARDIN CO CTHSE TOWER
 NK0699  PID         -  NK0699
 NK0699  STATE/COUNTY-  IA/HARDIN
 NK0699  USGS QUAD   -  ELDORA (1979)
 NK0699
 NK0699                         *CURRENT SURVEY CONTROL
 NK0699  ___________________________________________________________________
 NK0699* NAD 83(1996)-  42 21 37.16094(N)    093 05 56.08408(W)     ADJUSTED  
 NK0699* NAVD 88     -                                                        
 NK0699  ___________________________________________________________________
 NK0699  LAPLACE CORR-         -10.62  (seconds)                    DEFLEC99
 NK0699  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 NK0699
 NK0699  HORZ ORDER  -  THIRD
 NK0699
 NK0699.The horizontal coordinates were established by classical geodetic methods
 NK0699.and adjusted by the National Geodetic Survey in May 1999..
 NK0699
 NK0699
 NK0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0699
 NK0699.The geoid height was determined by GEOID03.
 NK0699
 NK0699;                    North         East     Units Scale Factor Converg.
 NK0699;SPC IA N     - 1,095,639.578 1,533,040.842   MT  0.99995968   +0 16 18.6
 NK0699;UTM  15      - 4,689,788.415   491,854.699   MT  0.99960082   -0 03 59.9
 NK0699
 NK0699                          SUPERSEDED SURVEY CONTROL
 NK0699
 NK0699  NAD 83(1996)-  42 21 37.16277(N)    093 05 56.08379(W) AD(       ) 4
 NK0699  NAD 83(1986)-  42 21 37.16130(N)    093 05 56.08187(W) AD(       ) 4
 NK0699  NAD 27      -  42 21 37.22000(N)    093 05 55.36000(W) AD(       ) 3
 NK0699
 NK0699.Superseded values are not recommended for survey control.
 NK0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0699.See file dsdata.txt to determine how the superseded data were derived.
 NK0699
 NK0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG9185589788(NAD 83)
 NK0699_MARKER: 55 = TOWER
 NK0699
 NK0699  HISTORY     - Date     Condition        Report By
 NK0699  HISTORY     - 1926     FIRST OBSERVED   CGS
 NK0699
 NK0699                          STATION DESCRIPTION
 NK0699
 NK0699'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0893 ***********************************************************************
 ON0893  DESIGNATION -  ELDORADO
 ON0893  PID         -  ON0893
 ON0893  STATE/COUNTY-  IA/FAYETTE
 ON0893  USGS QUAD   -  FESTINA (1981)
 ON0893
 ON0893                         *CURRENT SURVEY CONTROL
 ON0893  ___________________________________________________________________
 ON0893* NAD 83(1996)-  43 00 59.99844(N)    091 49 10.11317(W)     ADJUSTED  
 ON0893* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 ON0893  ___________________________________________________________________
 ON0893  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 ON0893  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 ON0893
 ON0893  HORZ ORDER  -  THIRD
 ON0893
 ON0893.The horizontal coordinates were established by classical geodetic methods
 ON0893.and adjusted by the National Geodetic Survey in May 1999..
 ON0893
 ON0893.The orthometric height was scaled from a topographic map.
 ON0893
 ON0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0893
 ON0893.The geoid height was determined by GEOID03.
 ON0893
 ON0893;                    North         East     Units Scale Factor Converg.
 ON0893;SPC IA N     - 1,169,830.202 1,636,980.552   MT  0.99996389   +1 08 20.3
 ON0893;UTM  15      - 4,763,341.693   596,197.047   MT  0.99971384   +0 48 19.5
 ON0893
 ON0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0893!SPC IA N     -   0.99994629  x   0.99996389  =   0.99991018
 ON0893!UTM  15      -   0.99994629  x   0.99971384  =   0.99966014
 ON0893
 ON0893:                Primary Azimuth Mark                     Grid Az
 ON0893:SPC IA N     -  OSSIAN MUNICIPAL TANK                    016 14 14.9
 ON0893:UTM  15      -  OSSIAN MUNICIPAL TANK                    016 34 15.7
 ON0893
 ON0893|---------------------------------------------------------------------|
 ON0893| PID    Reference Object                     Distance      Geod. Az  |
 ON0893|                                                           dddmmss.s |
 ON0893| ON0883 OSSIAN MUNICIPAL TANK               APPROX.15.0 KM 0172235.2 |
 ON0893| ON0895 STAVENGER EV LUTH CH SPIRE          APPROX.10.2 KM 0173533.5 |
 ON0893| CI6265 ELDORADO RM 1                        20.496 METERS 02436     |
 ON0893| ON0894 STAVENGER NORWEGIAN LUTH CH         APPROX. 7.9 KM 0310858.7 |
 ON0893| NJ0837 WEST UNION HOLY NAME CATH CH        APPROX. 6.1 KM 1694107.3 |
 ON0893| NJ0836 WEST UNION MUNICIPAL TANK           APPROX. 6.3 KM 1702416.5 |
 ON0893| NJ0831 WEST UNION FIRST BAP CH SPIRE       APPROX. 6.0 KM 1712558.9 |
 ON0893| CI6266 ELDORADO RM 2                         9.620 METERS 29454     |
 ON0893| CI6264 ELDORADO AZ MK                                     3233621.2 |
 ON0893|---------------------------------------------------------------------|
 ON0893
 ON0893                          SUPERSEDED SURVEY CONTROL
 ON0893
 ON0893  NAD 83(1996)-  43 00 59.99833(N)    091 49 10.11299(W) AD(       ) 3
 ON0893  NAD 83(1986)-  43 00 59.98971(N)    091 49 10.11253(W) AD(       ) 3
 ON0893  NAD 27      -  43 01 00.06570(N)    091 49 09.53180(W) AD(       ) 3
 ON0893
 ON0893.Superseded values are not recommended for survey control.
 ON0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0893.See file dsdata.txt to determine how the superseded data were derived.
 ON0893
 ON0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9619763342(NAD 83)
 ON0893_MARKER: DS = TRIANGULATION STATION DISK
 ON0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0893
 ON0893  HISTORY     - Date     Condition        Report By
 ON0893  HISTORY     - 1961     MONUMENTED       CGS
 ON0893
 ON0893                          STATION DESCRIPTION
 ON0893
 ON0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0893'THE STATION IS ABOUT 3-3/4 MILES NORTH OF WEST UNION, ABOUT
 ON0893'8 MILES WEST OF CLERMONT, IN THE CENTER OF SECTION 29,
 ON0893'T 95 N, R 8 W. AND ON THE ROAD RIGHT-OF-WAY.  IT IS 3 FEET
 ON0893'NORTHEAST OF A WIRE FENCE, 4 FEET NORTH OF A WITNESS POST,
 ON0893'8 FEET SOUTHEAST OF THE CENTERLINE OF A FIELD ENTRANCE ROAD,
 ON0893'32 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED ROAD AND
 ON0893'43 FEET SOUTHEAST OF A POWER POLE.  THE MONUMENT PROJECTS 3
 ON0893'INCHES AND THE DISK IS STAMPED ELDORADO 1961.
 ON0893'
 ON0893'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 18 AND STATE
 ON0893'HIGHWAY 150 IN THE WEST EDGE OF WEST UNION, GO NORTH ON STATE
 ON0893'HIGHWAY 150 FOR 3.8 MILES TO A SIDE ROAD RIGHT*.  TURN RIGHT
 ON0893'AND GO EAST AND SOUTHEAST ON A GRAVELED ROAD FOR 0.2 MILE TO
 ON0893'THE STATION ON THE RIGHT JUST EAST OF A FIELD ENTRANCE ROAD.
 ON0893'
 ON0893'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHERLY
 ON0893'ON HIGHWAY 150 FOR 0.45 MILE TO A SIDE ROAD LEFT AND THE
 ON0893'AZIMUTH ON THE LEFT IN THE NORTHWEST ANGLE OF THE INTERSECTION,
 ON0893'ON THE ROAD RIGHT-OF-WAY.
 ON0893'
 ON0893'REFERENCE MARK 1 IS 1 FOOT SOUTHWEST OF A WIRE FENCE, 37 FEET
 ON0893'NORTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD AND 70 FEET
 ON0893'NORTH OF THE WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES
 ON0893'AND THE DISK IS STAMPED ELDORADO NO 1 1961.
 ON0893'
 ON0893'REFERENCE MARK 2 IS 1 FOOT NORTHEAST OF A WIRE FENCE, 12 FEET
 ON0893'SOUTHEAST OF A POWER POLE, 34 FEET NORTHWEST OF THE WITNESS
 ON0893'POST AND 34 FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVELED
 ON0893'ROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 ON0893'ELDORADO NO 2 1961.
 ON0893'
 ON0893'THE AZIMUTH MARK IS 1 FOOT EAST OF A WIRE FENCE, 2 FEET
 ON0893'NORTHEAST OF A WITNESS POST, 22 FEET WEST OF A POWER POLE, 45
 ON0893'FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD AND 78 FEET
 ON0893'WEST OF THE CENTERLINE OF HIGHWAY 150.  THE MONUMENT PROJECTS
 ON0893'5 INCHES AND THE DISK IS STAMPED ELDORADO 1961.
 ON0893'
 ON0893'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0537 ***********************************************************************
 NK0537  DESIGNATION -  ELK
 NK0537  PID         -  NK0537
 NK0537  STATE/COUNTY-  IA/BLACK HAWK
 NK0537  USGS QUAD   -  GILBERTVILLE (1971)
 NK0537
 NK0537                         *CURRENT SURVEY CONTROL
 NK0537  ___________________________________________________________________
 NK0537* NAD 83(1996)-  42 28 07.67246(N)    092 10 35.36517(W)     ADJUSTED  
 NK0537* NAVD 88     -       292.1    (meters)     958.     (feet)  VERTCON   
 NK0537  ___________________________________________________________________
 NK0537  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 NK0537  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 NK0537
 NK0537  HORZ ORDER  -  SECOND
 NK0537
 NK0537.The horizontal coordinates were established by classical geodetic methods
 NK0537.and adjusted by the National Geodetic Survey in May 1999..
 NK0537
 NK0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0537
 NK0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0537
 NK0537.The geoid height was determined by GEOID03.
 NK0537
 NK0537;                    North         East     Units Scale Factor Converg.
 NK0537;SPC IA N     - 1,108,462.215 1,608,835.521   MT  0.99995136   +0 53 49.2
 NK0537;UTM  15      - 4,702,156.953   567,698.447   MT  0.99965639   +0 33 21.8
 NK0537
 NK0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0537!SPC IA N     -   0.99995905  x   0.99995136  =   0.99991041
 NK0537!UTM  15      -   0.99995905  x   0.99965639  =   0.99961545
 NK0537
 NK0537|---------------------------------------------------------------------|
 NK0537| PID    Reference Object                     Distance      Geod. Az  |
 NK0537|                                                           dddmmss.s |
 NK0537| CI6268 ELK RM 2                              9.086 METERS 08147     |
 NK0537| NK0538 REBAR 1210                          APPROX. 2.1 KM 2692344.0 |
 NK0537| CI6267 ELK RM 1                             13.331 METERS 27612     |
 NK0537|---------------------------------------------------------------------|
 NK0537
 NK0537                          SUPERSEDED SURVEY CONTROL
 NK0537
 NK0537  NAD 83(1996)-  42 28 07.67165(N)    092 10 35.36440(W) AD(       ) 2
 NK0537  NAD 83(1986)-  42 28 07.66900(N)    092 10 35.36135(W) AD(       ) 2
 NK0537  NAD 27      -  42 28 07.71047(N)    092 10 34.71065(W) AD(       ) 2
 NK0537  NGVD 29 (07/19/86)  292.1    (m)          958.     (f) VERT ANG       
 NK0537
 NK0537.Superseded values are not recommended for survey control.
 NK0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0537.See file dsdata.txt to determine how the superseded data were derived.
 NK0537
 NK0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH6769802157(NAD 83)
 NK0537_MARKER: DD = SURVEY DISK
 NK0537_SETTING: 0 = UNSPECIFIED SETTING
 NK0537
 NK0537  HISTORY     - Date     Condition        Report By
 NK0537  HISTORY     - 1970     MONUMENTED       USGS
 NK0537
 NK0537                          STATION DESCRIPTION
 NK0537
 NK0537'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0537'THE STATION IS ABOUT 2.7 MI E. OF RAYMOND, ABOUT 0.15 MI
 NK0537'E. OF THE S. COR. BETWEEN SECS. 31 AND 32, TS. 88 AND 89
 NK0537'N., R. 11 W., ON A SMALL RISE ALONG U.S. HWY. 20.
 NK0537'
 NK0537'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 20 AND
 NK0537'ST. HWY. 297 AT THE S. EDGE OF RAYMOND, GO E. ON U.S. HWY. 20
 NK0537'FOR 2.1 MI TO A T-RD. N., CONTINUE E. FOR ABOUT 0.15 MI TO
 NK0537'A FARMHOUSE ON THE RIGHT AND THE STATION ON THE LEFT.
 NK0537'
 NK0537'THE STATION MARK, STAMPED ET ELK 1970 IS 74 FT N. AND 25 FT
 NK0537'W. CENTER HWY, AT DRIVE S.  6.5 FT. S. OF THE N. RIGHT-OF-WAY
 NK0537'FENCE, 6.5 FT S. OF A USGS WITNESS POST.
 NK0537'
 NK0537'REFERENCE MARK NO. 1, STAMPED ELK NO 1 1970 IS W. OF THE
 NK0537'STATION, 78 FT N. AND 69 FT W. CENTER HWY. AT DRIVE S.  2 FT
 NK0537'S. OF N. RIGHT-OF-WAY FENCE.
 NK0537'
 NK0537'REFERENCE MARK NO. 2, STAMPED ELK NO 2 1970 IS E. OF THE
 NK0537'STATION, 78 FT N. AND 4 FT E. CENTER HWY. AT DRIVE S.  2 FT
 NK0537'S. OF THE N. RIGHT-OF-WAY FENCE.
 NK0537'
 NK0537'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 NK0537'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NK0537'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH
 NK0537'WITH THE GROUND.
 NK0537'
 NK0537'NO AZIMUTH MARK WAS SET.
 NK0537'
 NK0537'REFERENCE AZIMUTH USED -- NORTHWESTERN BELL TELEPHONE COMPANY,
 NK0537'MICROWAVE TOWER.  THE STATION IS THE RED LIGHT ON TOP OF THE
 NK0537'NORTHWESTERN BELL TELEPHONE COMPANY MICROWAVE TOWER (SQUARE
 NK0537'TOWER AND SHORTEST OF TWO TOWERS APPROX. 50 FT APART), LOCATED
 NK0537'ABOUT 500 FT S. AND ABOUT 500 FT W. OF COR. OF SECS. 1, 2, 31 AND
 NK0537'36, T. 88 N., R. 12 W., ABOUT 500 FT W. AND ABOUT 500 FT S. COR.
 NK0537'OF SECS. 1, 2, 31 AND 36.
 NK0537'
 NK0537'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1184 ***********************************************************************
 MJ1184  DESIGNATION -  ELK
 MJ1184  PID         -  MJ1184
 MJ1184  STATE/COUNTY-  IA/CASS
 MJ1184  USGS QUAD   -  ATLANTIC (1971)
 MJ1184
 MJ1184                         *CURRENT SURVEY CONTROL
 MJ1184  ___________________________________________________________________
 MJ1184* NAD 83(1996)-  41 29 47.12245(N)    095 02 49.94129(W)     ADJUSTED  
 MJ1184* NAVD 88     -       417.3    (meters)    1369.     (feet)  VERTCON   
 MJ1184  ___________________________________________________________________
 MJ1184  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 MJ1184  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 MJ1184
 MJ1184  HORZ ORDER  -  SECOND
 MJ1184
 MJ1184.The horizontal coordinates were established by classical geodetic methods
 MJ1184.and adjusted by the National Geodetic Survey in May 1999..
 MJ1184
 MJ1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1184
 MJ1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1184
 MJ1184.The geoid height was determined by GEOID03.
 MJ1184
 MJ1184;                    North         East     Units Scale Factor Converg.
 MJ1184;SPC IA S     -   167,326.527   370,818.893   MT  0.99996164   -1 01 08.9
 MJ1184;UTM  15      - 4,595,890.261   329,120.615   MT  0.99995935   -1 21 24.3
 MJ1184
 MJ1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1184!SPC IA S     -   0.99993889  x   0.99996164  =   0.99990053
 MJ1184!UTM  15      -   0.99993889  x   0.99995935  =   0.99989824
 MJ1184
 MJ1184|---------------------------------------------------------------------|
 MJ1184| PID    Reference Object                     Distance      Geod. Az  |
 MJ1184|                                                           dddmmss.s |
 MJ1184| CL6453 ELK RM 1                             17.032 METERS 11608     |
 MJ1184| MJ1185 WASH AZ MK                          APPROX. 7.8 KM 2001629.0 |
 MJ1184| CL6454 ELK RM 2                             20.790 METERS 24721     |
 MJ1184| MJ1163 ELK HORN MICROWAVE TOWER            APPROX. 5.5 KM 3502709.1 |
 MJ1184|---------------------------------------------------------------------|
 MJ1184
 MJ1184                          SUPERSEDED SURVEY CONTROL
 MJ1184
 MJ1184  NAD 83(1996)-  41 29 47.12073(N)    095 02 49.95529(W) AD(       ) 2
 MJ1184  NAD 83(1986)-  41 29 47.12040(N)    095 02 49.95575(W) AD(       ) 2
 MJ1184  NAD 27      -  41 29 47.15437(N)    095 02 48.99597(W) AD(       ) 2
 MJ1184  NGVD 29 (07/19/86)  417.2    (m)         1369.     (f) VERT ANG       
 MJ1184
 MJ1184.Superseded values are not recommended for survey control.
 MJ1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1184.See file dsdata.txt to determine how the superseded data were derived.
 MJ1184
 MJ1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF2912195890(NAD 83)
 MJ1184_MARKER: DD = SURVEY DISK
 MJ1184_SETTING: 0 = UNSPECIFIED SETTING
 MJ1184
 MJ1184  HISTORY     - Date     Condition        Report By
 MJ1184  HISTORY     - 1968     MONUMENTED       USGS
 MJ1184
 MJ1184                          STATION DESCRIPTION
 MJ1184
 MJ1184'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1184'STATION IS LOCATED 6.5 MI N. AND 1.8 MI W. OF ATLANTIC, 6.5 MI
 MJ1184'S. AND 0.7 MI E. OF ELK HORN, NEAR THE CENTER OF THE E. HALF OF
 MJ1184'SEC. 1, T. 77 N., R. 37 W., IN THE RIGHT-OF-WAY OF INTERSTATE
 MJ1184'HWY. 80, 0.7 MI E. OF INTERCHANGE WITH CO. RD. A AND ON TOP OF
 MJ1184'A HIGH CUTBANK AT S. SIDE OF HWY.
 MJ1184'
 MJ1184'TO REACH THE STATION FROM THE POST OFFICE AT ATLANTIC, DRIVE 3
 MJ1184'BLOCKS N. ON WALNUT ST. TO SECOND ST. AND STATE HWY. 83, TURN
 MJ1184'LEFT AND DRIVE W. AND N. ON HWY. 83 FOR 3.0 MI TO A T-JCT. OF
 MJ1184'CO. RD. A, A CONCRETE RD., TURN RIGHT AND DRIVE N. ON CO. RD. A
 MJ1184'FOR 5.0 MI TO THE E. BOUND ENTRANCE TO I-80, ENTER E. BOUND LANE
 MJ1184'OF I-80 AND DRIVE E. FOR 0.7 MI TO STATION ON THE RIGHT.
 MJ1184'
 MJ1184'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED ELK
 MJ1184'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 MJ1184'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MJ1184'
 MJ1184'STATION MARK IS 147 FT S. OF CENTER E. BOUND LANE OF I-80, 891
 MJ1184'FT E. OF COR. OF T-FENCE S., 12.4 FT SW. OF A SMALL PINE SEEDLING,
 MJ1184'15.5 FT E.-SE. OF A SMALL PINE SEEDLING AND 26.6 FT N. OF THE
 MJ1184'S. RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1184'
 MJ1184'REFERENCE MARK 1 IS 55.88 FT (17.032 M.) SE. OF STATION AND 1 FT
 MJ1184'N. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1184'
 MJ1184'REFERENCE MARK 2 IS 68.21 FT (20.790 M.) SW. OF STATION AND 1 FT
 MJ1184'N. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1163 ***********************************************************************
 MJ1163  DESIGNATION -  ELK HORN MICROWAVE TOWER
 MJ1163  PID         -  MJ1163
 MJ1163  STATE/COUNTY-  IA/SHELBY
 MJ1163  USGS QUAD   -  ELK HORN (1978)
 MJ1163
 MJ1163                         *CURRENT SURVEY CONTROL
 MJ1163  ___________________________________________________________________
 MJ1163* NAD 83(1996)-  41 32 41.91297(N)    095 03 29.07421(W)     ADJUSTED  
 MJ1163* NAVD 88     -                                                        
 MJ1163  ___________________________________________________________________
 MJ1163  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 MJ1163  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 MJ1163
 MJ1163  HORZ ORDER  -  THIRD
 MJ1163
 MJ1163.The horizontal coordinates were established by classical geodetic methods
 MJ1163.and adjusted by the National Geodetic Survey in May 1999..
 MJ1163
 MJ1163
 MJ1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1163
 MJ1163.The geoid height was determined by GEOID03.
 MJ1163
 MJ1163;                    North         East     Units Scale Factor Converg.
 MJ1163;SPC IA S     -   172,734.149   370,007.982   MT  0.99996637   -1 01 34.7
 MJ1163;UTM  15      - 4,601,302.560   328,341.647   MT  0.99996263   -1 21 55.0
 MJ1163
 MJ1163                          SUPERSEDED SURVEY CONTROL
 MJ1163
 MJ1163  NAD 83(1996)-  41 32 41.91142(N)    095 03 29.08571(W) AD(       ) 4
 MJ1163  NAD 83(1986)-  41 32 41.91155(N)    095 03 29.08634(W) AD(       ) 4
 MJ1163  NAD 27      -  41 32 41.94818(N)    095 03 28.12550(W) AD(       ) 3
 MJ1163
 MJ1163.Superseded values are not recommended for survey control.
 MJ1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1163.See file dsdata.txt to determine how the superseded data were derived.
 MJ1163
 MJ1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG2834201303(NAD 83)
 MJ1163_MARKER: 45 = MICROWAVE TOWER
 MJ1163
 MJ1163  HISTORY     - Date     Condition        Report By
 MJ1163  HISTORY     - 1968     FIRST OBSERVED   USGS
 MJ1163
 MJ1163                          STATION DESCRIPTION
 MJ1163
 MJ1163'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1163'STATION IS A RED LIGHT AT TOP CENTER OF A BELL TELEPHONE SYSTEM
 MJ1163'MICRO WAVE TOWER, LOCATED 3.2 MI S. OF ELK HORN, ALONG COUNTY
 MJ1163'ROAD A, IN THE NW. QUARTER SEC. 24, T. 78 N., R. 37 W.  THE TOWER
 MJ1163'IS A FOUR LEGGED STEEL STRUCTURE, PAINTED RED AND WHITE, ABOUT
 MJ1163'100 FT HIGH AND WITH MULTIPLE FAN-SHAPED ANTENNAE AT TOP.
 MJ1163'
 MJ1163'STATION WAS INTERSECTED FROM STATIONS CHRISTENSEN, LAYTON,
 MJ1163'MARNE, ELK, BRAY, AND HORN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0668 ***********************************************************************
 MG0668  DESIGNATION -  ELK RIVER
 MG0668  PID         -  MG0668
 MG0668  STATE/COUNTY-  IA/CLINTON
 MG0668  USGS QUAD   -  CLINTON NW (1974)
 MG0668
 MG0668                         *CURRENT SURVEY CONTROL
 MG0668  ___________________________________________________________________
 MG0668* NAD 83(1996)-  41 59 30.81647(N)    090 10 05.04326(W)     ADJUSTED  
 MG0668* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 MG0668  ___________________________________________________________________
 MG0668  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 MG0668  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 MG0668
 MG0668  HORZ ORDER  -  FIRST
 MG0668
 MG0668.The horizontal coordinates were established by classical geodetic methods
 MG0668.and adjusted by the National Geodetic Survey in May 1999..
 MG0668
 MG0668.The orthometric height was scaled from a topographic map.
 MG0668
 MG0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0668
 MG0668.The geoid height was determined by GEOID03.
 MG0668
 MG0668;                    North         East     Units Scale Factor Converg.
 MG0668;SPC IA S     -   226,495.921   776,032.723   MT  1.00004370   +2 11 41.1
 MG0668;SPC IA N     - 1,060,078.093 1,776,020.679   MT  1.00001441   +2 15 29.5
 MG0668;SPC IL W     -   591,182.217   699,883.926   MT  0.99994118   -0 00 03.4
 MG0668;SPC IL W     - 1,939,570.32  2,296,202.51   sFT  0.99994118   -0 00 03.4
 MG0668;UTM  15      - 4,652,756.239   734,573.847   MT  1.00027713   +1 53 43.8
 MG0668
 MG0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0668!SPC IA S     -   0.99996582  x   1.00004370  =   1.00000952
 MG0668!SPC IA N     -   0.99996582  x   1.00001441  =   0.99998023
 MG0668!SPC IL W     -   0.99996582  x   0.99994118  =   0.99990701
 MG0668!UTM  15      -   0.99996582  x   1.00027713  =   1.00024294
 MG0668
 MG0668:                Primary Azimuth Mark                     Grid Az
 MG0668:SPC IA S     -  ASHBY                                    067 01 27.5
 MG0668:SPC IA N     -  ASHBY                                    066 57 39.1
 MG0668:SPC IL W     -  ASHBY                                    069 13 12.0
 MG0668:UTM  15      -  ASHBY                                    067 19 24.8
 MG0668
 MG0668|---------------------------------------------------------------------|
 MG0668| PID    Reference Object                     Distance      Geod. Az  |
 MG0668|                                                           dddmmss.s |
 MG0668| NJ0879 ASHBY                               APPROX.10.5 KM 0691308.6 |
 MG0668|---------------------------------------------------------------------|
 MG0668
 MG0668                          SUPERSEDED SURVEY CONTROL
 MG0668
 MG0668  NAD 83(1986)-  41 59 30.82410(N)    090 10 05.04677(W) AD(       ) 1
 MG0668  NAD 27      -  41 59 30.72800(N)    090 10 04.58600(W) AD(       ) 1
 MG0668
 MG0668.Superseded values are not recommended for survey control.
 MG0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0668.See file dsdata.txt to determine how the superseded data were derived.
 MG0668
 MG0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG3457452756(NAD 83)
 MG0668_MARKER: P = PIPE CAP
 MG0668_SETTING: 0 = UNSPECIFIED SETTING
 MG0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0668
 MG0668  HISTORY     - Date     Condition        Report By
 MG0668  HISTORY     - 1931     MONUMENTED       MRC
 MG0668  HISTORY     - 19941114 GOOD             USPSQD
 MG0668  HISTORY     - 20010331 GOOD             NGS
 MG0668
 MG0668                          STATION DESCRIPTION
 MG0668
 MG0668'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931 (HWH)
 MG0668'STATION IS ABOUT 9 MILES NORTH OF LYONS, ON LAND OWNED AND
 MG0668'OCCUPIED BY MEYERS BROS.  THEIR HOUSE AND BARNS ARE ABOUT 1/4
 MG0668'MILE NORTH-NORTHWEST OF THE STATION.  MARK IS A 4-INCH CAPPED
 MG0668'IRON PIPE, PROTRUDING 18 INCHES ABOVE GROUND.
 MG0668'
 MG0668'STATION IS REACHED FROM LYONS BY FOLLOWING THIRD AVENUE NORTH
 MG0668'FROM JUNCTION WITH STATE HIGHWAY 136 FOR 8.3 MILES TO A
 MG0668'PARTIALLY GRAVELED ROAD LEADING EAST, FOLLOW THIS ROAD EAST AND
 MG0668'NORTH 0.9 MILE TO A ROAD LEADING RIGHT (EAST), FOLLOW RIGHT HAND
 MG0668'ROAD EAST AND NORTH 0.4 MILE TO A GATE ON RIGHT, WITH LANE AND
 MG0668'TELEPHONE LINE LEADING EAST, UP STEEP HILL, FOLLOW LANE EAST
 MG0668'1/2 MILE TO END AT MEYERS BROS. HOUSE, THENCE BY FARM ROAD IN
 MG0668'REAR OF RED BARN, AROUND EDGE OF FIELDS SOUTHWEST 250 YARDS TO
 MG0668'TWO WIRE GAPS, LEADING INTO MEADOW.  STATION IS STRAIGHT
 MG0668'AHEAD FROM THESE GAPS, ABOUT 150 YARDS DISTANT, AND ON NORTH
 MG0668'END OF HIGH RIDGE IN CULTIVATED FIELD.
 MG0668'
 MG0668'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 MG0668
 MG0668                          STATION RECOVERY (1994)
 MG0668
 MG0668'RECOVERY NOTE BY US POWER SQUADRON 1994
 MG0668'RECOVERED IN GOOD CONDITION.
 MG0668
 MG0668                          STATION RECOVERY (2001)
 MG0668
 MG0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MG0668'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1630 ***********************************************************************
 NM1630  DESIGNATION -  ELKHORN
 NM1630  PID         -  NM1630
 NM1630  STATE/COUNTY-  IA/PLYMOUTH
 NM1630  USGS QUAD   -  UNION CENTER SE (1985)
 NM1630
 NM1630                         *CURRENT SURVEY CONTROL
 NM1630  ___________________________________________________________________
 NM1630* NAD 83(1996)-  42 36 42.32893(N)    096 02 11.41683(W)     ADJUSTED  
 NM1630* NAVD 88     -       420.     (meters)    1378.     (feet)  SCALED    
 NM1630  ___________________________________________________________________
 NM1630  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 NM1630  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 NM1630
 NM1630  HORZ ORDER  -  THIRD
 NM1630
 NM1630.The horizontal coordinates were established by classical geodetic methods
 NM1630.and adjusted by the National Geodetic Survey in May 1999..
 NM1630
 NM1630.The orthometric height was scaled from a topographic map.
 NM1630
 NM1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1630
 NM1630.The geoid height was determined by GEOID03.
 NM1630
 NM1630;                    North         East     Units Scale Factor Converg.
 NM1630;SPC IA N     - 1,126,611.891 1,291,916.015   MT  0.99994584   -1 43 08.8
 NM1630;UTM  14      - 4,721,960.591   743,074.052   MT  1.00032699   +2 00 26.4
 NM1630;UTM  15      - 4,722,173.087   250,937.052   MT  1.00036326   -2 03 24.7
 NM1630
 NM1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1630!SPC IA N     -   0.99993830  x   0.99994584  =   0.99988415
 NM1630!UTM  14      -   0.99993830  x   1.00032699  =   1.00026527
 NM1630!UTM  15      -   0.99993830  x   1.00036326  =   1.00030154
 NM1630
 NM1630:                Primary Azimuth Mark                     Grid Az
 NM1630:SPC IA N     -  KINGSLEY MUNICIPAL TANK                  112 29 44.5
 NM1630:UTM  14      -  KINGSLEY MUNICIPAL TANK                  108 46 09.3
 NM1630:UTM  15      -  KINGSLEY MUNICIPAL TANK                  112 50 00.4
 NM1630
 NM1630|---------------------------------------------------------------------|
 NM1630| PID    Reference Object                     Distance      Geod. Az  |
 NM1630|                                                           dddmmss.s |
 NM1630| NL0691 KINGSLEY MUNICIPAL TANK             APPROX. 6.1 KM 1104635.7 |
 NM1630| CO3056 ELKHORN RM 1                         23.345 METERS 17554     |
 NM1630| CO3057 ELKHORN RM 2                         23.690 METERS 31048     |
 NM1630| CO3055 ELKHORN AZ MK                                      3573733.8 |
 NM1630|---------------------------------------------------------------------|
 NM1630
 NM1630                          SUPERSEDED SURVEY CONTROL
 NM1630
 NM1630  NAD 83(1996)-  42 36 42.32897(N)    096 02 11.41684(W) AD(       ) 3
 NM1630  NAD 83(1996)-  42 36 42.32881(N)    096 02 11.41590(W) AD(       ) 3
 NM1630  NAD 83(1996)-  42 36 42.32852(N)    096 02 11.41575(W) AD(       ) 3
 NM1630  NAD 83(1986)-  42 36 42.33023(N)    096 02 11.41409(W) AD(       ) 3
 NM1630  NAD 27      -  42 36 42.36100(N)    096 02 10.34600(W) AD(       ) 3
 NM1630
 NM1630.Superseded values are not recommended for survey control.
 NM1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1630.See file dsdata.txt to determine how the superseded data were derived.
 NM1630
 NM1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN4307421961(NAD 83)
 NM1630_MARKER: DS = TRIANGULATION STATION DISK
 NM1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1630
 NM1630  HISTORY     - Date     Condition        Report By
 NM1630  HISTORY     - 1950     MONUMENTED       CGS
 NM1630  HISTORY     - 1960     SEE DESCRIPTION  CGS
 NM1630
 NM1630                          STATION DESCRIPTION
 NM1630
 NM1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM1630'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH AND 2-1/2
 NM1630'MILES WEST OF THE TOWN OF KINGSLEY, ON THE EAST RIGHT-OF-WAY
 NM1630'OF A NORTH-SOUTH DIRT SECTION LINE ROAD.  IT IS 30 FEET EAST OF
 NM1630'THE APPROXIMATE CENTERLINE OF THE ROAD, 6.3 FEET SOUTHWEST
 NM1630'OF A WHITE WITNESS POST AND 6.4 FEET WEST OF A RIGHT-OF-WAY
 NM1630'FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 NM1630'AND THE DISK IS STAMPED ELKHORN 1950.
 NM1630'
 NM1630'REFERENCE MARK NO. 1 IS 46.4 FEET NORTH OF A T FENCE CORNER,
 NM1630'35 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD AND
 NM1630'1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND
 NM1630'THE DISK IS STAMPED ELKHORN NO 1 1950.
 NM1630'
 NM1630'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE APPROXIMATE
 NM1630'CENTERLINE OF THE ROAD, AND 1 FOOT EAST OF A FENCE.  THE MARK
 NM1630'PROJECTS 4 INCHES AND THE DISK IS STAMPED ELKHORN NO 2 1950.
 NM1630'
 NM1630'THE AZIMUTH MARK IS 33 FEET WEST OF THE APPROXIMATE CENTERLINE
 NM1630'OF THE ROAD, 1.9 FEET SOUTH-SOUTHEAST OF A WHITE WITNESS POST
 NM1630'AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 2 INCHES AND
 NM1630'THE DISK IS STAMPED ELKHORN 1950.
 NM1630'
 NM1630'TO REACH THE STATION FROM THE MAIN INTERSECTION IN KINGSLEY,
 NM1630'GO NORTH ON COUNTY ROUTE L FOR 2.0 MILES TO WHERE COUNTY ROUTE
 NM1630'L TURNS WEST.  FOLLOW COUNTY ROUTE L AND GO WEST FOR 0.65 MILE
 NM1630'TO WHERE COUNTY ROUTE L TURNS BACK NORTH.  LEAVE COUNTY
 NM1630'ROUTE L AND CONTINUE ON WEST FOR 2.05 MILES TO A CROSS ROAD
 NM1630'AT THE ELKHORN SCHOOLHOUSE.  TURN RIGHT AND GO NORTH ON A DIRT
 NM1630'SECTION LINE ROAD FOR 0.55 MILE TO THE TOP OF A RISE AND THE
 NM1630'STATION ON THE RIGHT.
 NM1630'
 NM1630'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR
 NM1630'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT OR WEST SIDE OF
 NM1630'THE ROAD.
 NM1630'
 NM1630'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 NM1630
 NM1630                          STATION RECOVERY (1960)
 NM1630
 NM1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NM1630'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1630'IN GOOD CONDITION EXCEPT THE STATION MARK WHICH WAS COMPLETELY
 NM1630'EXPOSED FROM ROAD GRADING CONSTRUCTION.  THE UNDERGROUND
 NM1630'MARK WAS RECOVERED IN GOOD CONDITION AND THE STATION AND
 NM1630'UNDERGROUND MARKS WERE BOTH LOWERED IN PLACE WHICH MAKES
 NM1630'THE SURFACE STATION MARK ABOUT 3 FEET BELOW GROUND FIELD
 NM1630'LEVEL ON THE BACK SLOPE OF THE DITCH.  THE MARK ACTUALLY
 NM1630'PROJECTS ABOUT 2 INCHES.  A COMPLETE DESCRIPTION FOLLOWS.
 NM1630'
 NM1630'STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF KINGSLEY
 NM1630'ON A NEWLY GRADED ROAD ALONG THE EAST SIDE OF A NEW GRADED
 NM1630'NORTH-SOUTH ROAD, 122 FEET NORTH OF A T-FENCE INTERSECTION
 NM1630'AND GATE POSTS, 87 FEET NORTH OF THE NORTH ONE OF TWIN POWER
 NM1630'POLES, 30 FEET EAST OF THE CENTER OF GRADED ROAD RUNNING
 NM1630'NORTH AND SOUTH, 6.4 FEET WEST OF THE ROAD RIGHT-OF-WAY
 NM1630'FENCE, AND 1 FOOT NORTH OF A NEW STEEL WITNESS POST.  THE
 NM1630'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ELKHORN 1950.
 NM1630'
 NM1630'TO REACH THE STATION FROM THE POST OFFICE IN KINGSLEY, GO
 NM1630'WEST FOR 50 FEET TO THE MAIN STREET INTERSECTION IN TOWN.
 NM1630'TURN RIGHT AND GO NORTH ON COUNTY ROAD L FOR 1.1 MILES,
 NM1630'THENCE WEST OR LEFT ON COUNTY ROAD L FOR 1.6 MILES, THENCE
 NM1630'TURN HALF RIGHT AND GO NORTHWEST FOR 1.5 MILES ON COUNTY
 NM1630'ROAD L TO A GRAVEL CROSSROAD AND COUNTY ROAD L TURNS HALF
 NM1630'RIGHT AND GOES NORTH.  TURN LEFT AND GO WEST ON GRAVEL ROAD
 NM1630'FOR 1.0 MILE TO CROSSROADS.  TURN LEFT AND GO SOUTH ON GRAVEL
 NM1630'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 NM1630'DESCRIBED.  CONTINUE SOUTH ON GRAVEL ROAD FOR 0.3 MILE TO THE
 NM1630'STATION ON THE LEFT OR EAST SIDE OF GRADED ROAD AS
 NM1630'DESCRIBED.
 NM1630'
 NM1630'REFERENCE MARK NO. 1 IS 76.59 FEET SOUTH OF THE STATION, 46
 NM1630'FEET NORTH OF A FENCE T-INTERSECTION, 35 FEET EAST OF THE
 NM1630'CENTER OF A GRADED ROAD, AND 11 FEET NORTH-NORTHWEST OF THE
 NM1630'NORTH ONE OF TWIN POWER POLES, AND 1 FOOT WEST OF FENCE.
 NM1630'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ELKHORN
 NM1630'NO 1 1950.
 NM1630'
 NM1630'REFERENCE MARK NO. 2 IS 77.72 FEET NORTHWEST OF THE STATION, 33
 NM1630'FEET WEST OF THE CENTER OF ROAD, 174 FEET NORTH OF A FENCE
 NM1630'T-INTERSECTION, AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 NM1630'4 INCHES AND THE DISK IS STAMPED ELKHORN NO 2 1950.
 NM1630'
 NM1630'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 33 FEET WEST
 NM1630'OF THE CENTER OF ROAD, 1 FOOT EAST OF A FENCE, AND 1 FOOT
 NM1630'SOUTHEAST OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 2
 NM1630'INCHES AND THE DISK IS STAMPED ELKHORN 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0934 ***********************************************************************
 OO0934  DESIGNATION -  ELMA
 OO0934  PID         -  OO0934
 OO0934  STATE/COUNTY-  IA/HOWARD
 OO0934  USGS QUAD   -  ELMA (1972)
 OO0934
 OO0934                         *CURRENT SURVEY CONTROL
 OO0934  ___________________________________________________________________
 OO0934* NAD 83(1996)-  43 14 30.45457(N)    092 29 42.35397(W)     ADJUSTED  
 OO0934* NAVD 88     -       374.6    (meters)    1229.     (feet)  VERTCON   
 OO0934  ___________________________________________________________________
 OO0934  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 OO0934  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 OO0934
 OO0934  HORZ ORDER  -  SECOND
 OO0934
 OO0934.The horizontal coordinates were established by classical geodetic methods
 OO0934.and adjusted by the National Geodetic Survey in May 1999..
 OO0934
 OO0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0934
 OO0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0934
 OO0934.The geoid height was determined by GEOID03.
 OO0934
 OO0934;                    North         East     Units Scale Factor Converg.
 OO0934;SPC IA N     - 1,193,963.714 1,581,616.335   MT  0.99999555   +0 40 51.8
 OO0934;UTM  15      - 4,787,789.797   540,991.998   MT  0.99962067   +0 20 45.2
 OO0934
 OO0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0934!SPC IA N     -   0.99994606  x   0.99999555  =   0.99994161
 OO0934!UTM  15      -   0.99994606  x   0.99962067  =   0.99956675
 OO0934
 OO0934:                Primary Azimuth Mark                     Grid Az
 OO0934:SPC IA N     -  HOWARD EQUITY SOUTH VENT                 080 36 19.2
 OO0934:UTM  15      -  HOWARD EQUITY SOUTH VENT                 080 56 25.8
 OO0934
 OO0934|---------------------------------------------------------------------|
 OO0934| PID    Reference Object                     Distance      Geod. Az  |
 OO0934|                                                           dddmmss.s |
 OO0934| CI5721 HOWARD EQUITY SOUTH VENT                           0811711.0 |
 OO0934| CI6274 ELMA RM 1                            21.809 METERS 11642     |
 OO0934| CI6275 ELMA RM 2                            13.804 METERS 22524     |
 OO0934|---------------------------------------------------------------------|
 OO0934
 OO0934                          SUPERSEDED SURVEY CONTROL
 OO0934
 OO0934  NAD 83(1996)-  43 14 30.45458(N)    092 29 42.35397(W) AD(       ) 2
 OO0934  NAD 83(1986)-  43 14 30.44834(N)    092 29 42.35210(W) AD(       ) 2
 OO0934  NAD 27      -  43 14 30.55885(N)    092 29 41.70900(W) AD(       ) 2
 OO0934  NGVD 29 (07/19/86)  374.6    (m)         1229.     (f) VERT ANG       
 OO0934
 OO0934.Superseded values are not recommended for survey control.
 OO0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0934.See file dsdata.txt to determine how the superseded data were derived.
 OO0934
 OO0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4099287790(NAD 83)
 OO0934_MARKER: DD = SURVEY DISK
 OO0934_SETTING: 0 = UNSPECIFIED SETTING
 OO0934
 OO0934  HISTORY     - Date     Condition        Report By
 OO0934  HISTORY     - 1969     MONUMENTED       USGS
 OO0934
 OO0934                          STATION DESCRIPTION
 OO0934
 OO0934'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JLC)
 OO0934'THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHEAST OF
 OO0934'RICEVILLE, 3 MILES WEST OF ELMA AND ALONG STATE RIGHT-OF-WAY.
 OO0934'IT IS IN THE NORTHEAST 1/4 OF SECTION 9, T 97 N, R 14 W.
 OO0934'
 OO0934'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS V
 OO0934'18 AND B 17, IN THE SOUTH PART OF ELMA, GO WEST ON COUNTY
 OO0934'ROAD B 17 FOR 3.0 MILES TO A CROSSROAD AND THE STATION, IN
 OO0934'THE SOUTHWEST ANGLE OF THE INTERSECTION.
 OO0934'
 OO0934'THE STATION MARK, A U.S. GEOLOGICAL SURVEY DISK STAMPED
 OO0934'ET ELMA 1969, CRIMPED TO THE TOP OF A 1/2 INCH COPPER ROD
 OO0934'WHICH IS ENCASED IN A 6-INCH TILE PIPE THAT IS 18 INCHES
 OO0934'BELOW THE GROUND SURFACE.  IT IS 47.8 FEET NORTHEAST OF
 OO0934'A FENCE CORNER, 18 FEET SOUTH OF THE CENTER OF COUNTY ROAD
 OO0934'B 17 AND 18 FEET WEST OF THE CENTER OF A GRAVELED ROAD.
 OO0934'
 OO0934'ELMA R.M. 1 IS A U.S. GEOLOGICAL SURVEY DISK STAMPED ELMA
 OO0934'NO 1 1969, CRIMPED TO THE TOP OF A 1/2 INCH COPPER ROD WHICH
 OO0934'IS ENCASED IN A 6-INCH TILE PIPE THAT IS FLUSH WITH THE
 OO0934'GROUND SURFACE.  IT IS 51 FEET SOUTH OF THE CENTER OF COUNTY
 OO0934'ROAD B 17, 46 FEET EAST OF THE CENTER OF THE GRAVELED ROAD,
 OO0934'2.2 FEET WEST OF A FENCE CORNER AND 2 FEET SOUTH OF TELEPHONE
 OO0934'POLE NUMBER 5041.
 OO0934'
 OO0934'ELMA R.M. 2 IS A U.S. GEOLOGICAL SURVEY DISK STAMPED ELMA
 OO0934'NO 2 1969, CRIMPED TO THE TOP OF A 1/2 INCH COPPER ROD WHICH
 OO0934'IS ENCASED IN A 6-INCH TILE PIPE THAT IS FLUSH WITH THE
 OO0934'GROUND SURFACE.  IT IS 50 FEET WEST OF THE CENTER OF THE
 OO0934'GRAVELED ROAD, 49 FEET SOUTH OF THE CENTER OF COUNTY ROAD
 OO0934'B 17, 2.5 FEET NORTHEAST OF A FENCE CORNER AND 2 FEET EAST
 OO0934'OF A METAL WITNESS POST.
 OO0934'
 OO0934'HEIGHT OF LIGHT ABOVE STATION MARK 1.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0935 ***********************************************************************
 OO0935  DESIGNATION -  ELMA MUN TANK
 OO0935  PID         -  OO0935
 OO0935  STATE/COUNTY-  IA/HOWARD
 OO0935  USGS QUAD   -  ELMA (1972)
 OO0935
 OO0935                         *CURRENT SURVEY CONTROL
 OO0935  ___________________________________________________________________
 OO0935* NAD 83(1996)-  43 14 42.72612(N)    092 26 14.31516(W)     ADJUSTED  
 OO0935* NAVD 88     -       409.     (meters)    1342.     (feet)  VERTCON   
 OO0935  ___________________________________________________________________
 OO0935  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 OO0935  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 OO0935
 OO0935  HORZ ORDER  -  THIRD
 OO0935
 OO0935.The horizontal coordinates were established by classical geodetic methods
 OO0935.and adjusted by the National Geodetic Survey in May 1999..
 OO0935
 OO0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0935
 OO0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0935
 OO0935.The geoid height was determined by GEOID03.
 OO0935
 OO0935;                    North         East     Units Scale Factor Converg.
 OO0935;SPC IA N     - 1,194,399.783 1,586,304.818   MT  0.99999615   +0 43 12.8
 OO0935;UTM  15      - 4,788,198.298   545,681.203   MT  0.99962567   +0 23 07.9
 OO0935
 OO0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0935!SPC IA N     -   0.99994065  x   0.99999615  =   0.99993680
 OO0935!UTM  15      -   0.99994065  x   0.99962567  =   0.99956634
 OO0935
 OO0935                          SUPERSEDED SURVEY CONTROL
 OO0935
 OO0935  NAD 83(1996)-  43 14 42.72612(N)    092 26 14.31518(W) AD(       ) 4
 OO0935  NAD 83(1986)-  43 14 42.71958(N)    092 26 14.31519(W) AD(       ) 4
 OO0935  NAD 27      -  43 14 42.82610(N)    092 26 13.67874(W) AD(       ) 3
 OO0935  NGVD 29 (07/19/86)  409.     (m)         1342.     (f) VERT ANG       
 OO0935
 OO0935.Superseded values are not recommended for survey control.
 OO0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0935.See file dsdata.txt to determine how the superseded data were derived.
 OO0935
 OO0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4568188198(NAD 83)
 OO0935_MARKER: 53 = ELEVATED TANK
 OO0935
 OO0935  HISTORY     - Date     Condition        Report By
 OO0935  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO0935
 OO0935                          STATION DESCRIPTION
 OO0935
 OO0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0935'THE ELMA MUNICIPAL WATER TANK IS LOCATED AT THE SOUTHWEST
 OO0935'CORNER OF THE SMALL VILLAGE OF ELMA, 350 FEET WEST-NORTHWEST
 OO0935'OF THE RAILROAD STATION, 100 FEET NORTH OF A PAVED ROAD,
 OO0935'IN SECTION 1, T 97 N, R 13 W.
 OO0935'
 OO0935'TO REACH THE TANK FROM THE CENTER OF THE SMALL BUSINESS
 OO0935'DISTRICT, GO SOUTH ON BUSTI AVENUE FOR 0.2 MILE TO A PAVED
 OO0935'ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.1 MILE TO THE TANK
 OO0935'ON THE LEFT.
 OO0935'
 OO0935'THE TANK HAS A CONICAL ROOF, HEMISPHERICAL BOTTOM, PAINTED
 OO0935'SILVER WITH FOUR CHANNEL-LACED STEEL LEGS, 120 FEET HIGH,
 OO0935'WITH A BALL AT THE APEX.
 OO0935'
 OO0935'THE POINT INTERSECTED WAS THE BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0142 ***********************************************************************
 OP0142  DESIGNATION -  EMMETSBURG
 OP0142  PID         -  OP0142
 OP0142  STATE/COUNTY-  IA/PALO ALTO
 OP0142  USGS QUAD   -  EMMETSBURG (1980)
 OP0142
 OP0142                         *CURRENT SURVEY CONTROL
 OP0142  ___________________________________________________________________
 OP0142* NAD 83(1996)-  43 06 37.31833(N)    094 40 39.55280(W)     ADJUSTED  
 OP0142* NAVD 88     -       381.638  (meters)    1252.09   (feet)  ADJUSTED  
 OP0142  ___________________________________________________________________
 OP0142  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 OP0142  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 OP0142  DYNAMIC HT  -         381.528 (meters)    1251.73  (feet)  COMP
 OP0142  MODELED GRAV-     980,322.0   (mgal)                       NAVD 88
 OP0142
 OP0142  HORZ ORDER  -  FIRST
 OP0142  VERT ORDER  -  SECOND    CLASS 0
 OP0142
 OP0142.The horizontal coordinates were established by classical geodetic methods
 OP0142.and adjusted by the National Geodetic Survey in May 1999..
 OP0142
 OP0142.The orthometric height was determined by differential leveling
 OP0142.and adjusted by the National Geodetic Survey in June 1991..
 OP0142
 OP0142.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0142
 OP0142.The geoid height was determined by GEOID03.
 OP0142
 OP0142.The dynamic height is computed by dividing the NAVD 88
 OP0142.geopotential number by the normal gravity value computed on the
 OP0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0142.degrees latitude (g = 980.6199 gals.).
 OP0142
 OP0142.The modeled gravity was interpolated from observed gravity values.
 OP0142
 OP0142;                    North         East     Units Scale Factor Converg.
 OP0142;SPC IA N     - 1,179,545.459 1,404,150.517   MT  0.99997518   -0 47 53.3
 OP0142;UTM  15      - 4,774,436.806   363,500.902   MT  0.99982921   -1 08 48.1
 OP0142
 OP0142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0142!SPC IA N     -   0.99994465  x   0.99997518  =   0.99991983
 OP0142!UTM  15      -   0.99994465  x   0.99982921  =   0.99977387
 OP0142
 OP0142|---------------------------------------------------------------------|
 OP0142| PID    Reference Object                     Distance      Geod. Az  |
 OP0142|                                                           dddmmss.s |
 OP0142| CI6283 EMMETSBURG RM 1                      22.875 METERS 05719     |
 OP0142| OP1019 WHITTEMORE MUNICIPAL TANK           APPROX.21.5 KM 1035049.5 |
 OP0142| CI6284 EMMETSBURG RM 2                      40.578 METERS 15839     |
 OP0142| CI6282 EMMETSBURG AZ MK                                   1785005.1 |
 OP0142| OP1037 EMMETSBURG BLESSED VIR MARY CH      APPROX. 0.9 KM 1924055.9 |
 OP0142| OP1045 AYRSHIRE MUNICIPAL TANK             APPROX.14.9 KM 2374008.0 |
 OP0142| OP1038 EMMETSBURG MUNICIPAL TANK           APPROX. 0.8 KM 2700120.5 |
 OP0142| OP1046 RUTHVAN SACRED HEART CH SPIRE       APPROX.17.9 KM 2765307.6 |
 OP0142| OP1036 EMMETSBURG ST THOMAS CATH CH        244.293 METERS 29153     |
 OP0142| OP1042 GRAETTINGER DANISH LUTH CH          APPROX.15.6 KM 3354602.5 |
 OP0142| OP1043 GRAETTINGER MUNICIPAL TANK          APPROX.15.4 KM 3362053.0 |
 OP0142| OP1035 EMMETSBURG PALO ALTO CTHSE TWR       23.430 METERS 35222     |
 OP0142|---------------------------------------------------------------------|
 OP0142
 OP0142                          SUPERSEDED SURVEY CONTROL
 OP0142
 OP0142  NAD 83(1996)-  43 06 37.31830(N)    094 40 39.55279(W) AD(       ) 1
 OP0142  NAD 83(1986)-  43 06 37.31289(N)    094 40 39.54345(W) AD(       ) 1
 OP0142  NAD 27      -  43 06 37.43700(N)    094 40 38.60800(W) AD(       ) 1
 OP0142  NGVD 29 (??/??/92)  381.553  (m)         1251.81   (f) ADJ UNCH    2 0
 OP0142
 OP0142.Superseded values are not recommended for survey control.
 OP0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0142.See file dsdata.txt to determine how the superseded data were derived.
 OP0142
 OP0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6350174437(NAD 83)
 OP0142_MARKER: DB = BENCH MARK DISK
 OP0142_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OP0142_SP_SET: SIDEWALK
 OP0142_STAMPING: EMMETSBURG 1934
 OP0142_MARK LOGO: CGS   
 OP0142_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0142
 OP0142  HISTORY     - Date     Condition        Report By
 OP0142  HISTORY     - 1934     MONUMENTED       CGS
 OP0142  HISTORY     - 1951     GOOD             NGS
 OP0142  HISTORY     - 19950531 GOOD             IAHD
 OP0142
 OP0142                          STATION DESCRIPTION
 OP0142
 OP0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP0142'THIS STATION IS IN THE TOWN OF EMMETSBURG, ON THE S SIDE OF THE
 OP0142'COURTHOUSE YARD, IN THE NW 1/4 OF SECTION 38, T 96 N, R 32 W,
 OP0142'ON COUNTY OWNED PROPERTY.  IT IS ON THE S SIDE OF THE COURTHOUSE,
 OP0142'43 FEET SSE OF THE SW CORNER OF COURTHOUSE, 71-1/2 FEET SW OF
 OP0142'THE SE CORNER OF COURTHOUSE, 45 FEET N OF FACE OF N CURB.  23
 OP0142'FEET N OF THE N EDGE OF SIDEWALK.  MARK IS FLUSH WITH GROUND.
 OP0142'
 OP0142'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS, ARE STANDARD
 OP0142'BRONZE DISKS SET IN CONCRETE.
 OP0142'
 OP0142'REFERENCE MARK NO. 1 IS NE OF THE STATION, 6 FEET ESE OF THE
 OP0142'SE CORNER OF COURTHOUSE, 1-1/2 FEET W OF THE W EDGE OF SIDEWALK.
 OP0142'MARK IS FLUSH WITH THE GROUND.
 OP0142'
 OP0142'REFERENCE MARK NO. 2 IS SSE OF THE STATION, 28 FEET WNW OF THE
 OP0142'NW CORNER OF THE IOWA PUBLIC SERVICE BUILDING, 5-1/2 FEET W OF
 OP0142'THE W EDGE OF SIDEWALK, 21 FEET E OF THE CENTER LINE OF STREET,
 OP0142'2-1/2 FEET S OF THE S EDGE OF SIDEWALK, 37 FEET S OF THE CENTER
 OP0142'LINE OF STREET.
 OP0142'
 OP0142'AZIMUTH MARK IS S OF THE STATION, 145 FEET WNW OF THE NW CORNER
 OP0142'OF THE SOUTHSIDE ELEMENTARY SCHOOL BUILDING, 11 FEET E OF CENTER
 OP0142'LINE OF STREET, WHICH IS 1 BLOCK E OF STATE HIGHWAY 17, 15
 OP0142'FEET S OF THE CENTER LINE OF STREET, AND MARK PROJECTS 8 INCHES.
 OP0142'
 OP0142'ALL LIGHTS COME INTO VIEW AT 60 FEET.
 OP0142
 OP0142                          STATION RECOVERY (1951)
 OP0142
 OP0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OP0142'IN EMMETSBURG.
 OP0142'AT EMMETSBURG, PALO ALTO COUNTY, AT THE WEST EDGE OF THE STEPS TO THE
 OP0142'STEPS TO THE NORTH ENTRANCE OF THE COURTHOUSE YARD, IN TOP OF A POST
 OP0142'OF THE CONCRETE WALL ALONG THE NORTH EDGE OF THE YARD, 70 FEET NORTH
 OP0142'OF THE NORTHWEST CORNER OF THE COURTHOUSE, AND 59 FEET SOUTH OF THE
 OP0142'CENTERLINE OF TENTH STREET.  A STANDARD DISK, STAMPED EMMETSBURG 1934
 OP0142'AND CEMENTED IN A DRILL HOLE AND ABOUT 2 FEET ABOVE THE SIDEWALK.
 OP0142
 OP0142                          STATION RECOVERY (1995)
 OP0142
 OP0142'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1995
 OP0142'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1037 ***********************************************************************
 OP1037  DESIGNATION -  EMMETSBURG BLESSED VIR MARY CH
 OP1037  PID         -  OP1037
 OP1037  STATE/COUNTY-  IA/PALO ALTO
 OP1037  USGS QUAD   -  EMMETSBURG (1980)
 OP1037
 OP1037                         *CURRENT SURVEY CONTROL
 OP1037  ___________________________________________________________________
 OP1037* NAD 83(1996)-  43 06 08.24987(N)    094 40 48.47983(W)     ADJUSTED  
 OP1037* NAVD 88     -                                                        
 OP1037  ___________________________________________________________________
 OP1037  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 OP1037  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 OP1037
 OP1037  HORZ ORDER  -  THIRD
 OP1037
 OP1037.The horizontal coordinates were established by classical geodetic methods
 OP1037.and adjusted by the National Geodetic Survey in May 1999..
 OP1037
 OP1037
 OP1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1037
 OP1037.The geoid height was determined by GEOID03.
 OP1037
 OP1037;                    North         East     Units Scale Factor Converg.
 OP1037;SPC IA N     - 1,178,651.341 1,403,936.183   MT  0.99997410   -0 47 59.4
 OP1037;UTM  15      - 4,773,544.137   363,281.166   MT  0.99982995   -1 08 53.6
 OP1037
 OP1037                          SUPERSEDED SURVEY CONTROL
 OP1037
 OP1037  NAD 83(1996)-  43 06 08.24984(N)    094 40 48.47982(W) AD(       ) 4
 OP1037  NAD 83(1986)-  43 06 08.24440(N)    094 40 48.47064(W) AD(       ) 4
 OP1037  NAD 27      -  43 06 08.36700(N)    094 40 47.53500(W) AD(       ) 3
 OP1037
 OP1037.Superseded values are not recommended for survey control.
 OP1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1037.See file dsdata.txt to determine how the superseded data were derived.
 OP1037
 OP1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6328173544(NAD 83)
 OP1037_MARKER: 87 = DOME
 OP1037
 OP1037  HISTORY     - Date     Condition        Report By
 OP1037  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP1037
 OP1037                          STATION DESCRIPTION
 OP1037
 OP1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1037'THIS STATION IS THE CENTER OF THE DOME OF THE ASSUMPTION BLESSED
 OP1037'VIRGIN MARY, WHICH IS ON THE S SIDE OF THE TOWN, 1/2 BLOCK W
 OP1037'OF STATE HIGHWAY 17.  THE DOME IS OF A SPHERICAL OCTAGON PATTERN
 OP1037'SURMOUNTING AN OCTAGONAL BELFRY.  THE DOME IS PAINTED BLACK AND
 OP1037'HAS AT ITS APEX, A LARGE BLACK CROSS.  THE BELFRY IS OF BRICK
 OP1037'AND HAS IN EACH OF ITS EIGHT SIDES, LOUVERED VENTILATORS, THE
 OP1037'DOME IS ABOUT 80 FEET HIGH.  CHURCH IS QUITE OLD, DATE OF
 OP1037'ERECTION UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1041 ***********************************************************************
 OP1041  DESIGNATION -  EMMETSBURG CABLE TV CO MAST
 OP1041  PID         -  OP1041
 OP1041  STATE/COUNTY-  IA/PALO ALTO
 OP1041  USGS QUAD   -  GRAETTINGER EAST (1980)
 OP1041
 OP1041                         *CURRENT SURVEY CONTROL
 OP1041  ___________________________________________________________________
 OP1041* NAD 83(1996)-  43 07 37.99494(N)    094 41 01.30408(W)     ADJUSTED  
 OP1041* NAVD 88     -       480.     (meters)    1575.     (feet)  VERTCON   
 OP1041  ___________________________________________________________________
 OP1041  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 OP1041  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 OP1041
 OP1041  HORZ ORDER  -  THIRD
 OP1041
 OP1041.The horizontal coordinates were established by classical geodetic methods
 OP1041.and adjusted by the National Geodetic Survey in May 1999..
 OP1041
 OP1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1041
 OP1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1041
 OP1041.The geoid height was determined by GEOID03.
 OP1041
 OP1041;                    North         East     Units Scale Factor Converg.
 OP1041;SPC IA N     - 1,181,424.563 1,403,685.004   MT  0.99997750   -0 48 08.1
 OP1041;UTM  15      - 4,776,318.433   363,046.902   MT  0.99983073   -1 09 04.3
 OP1041
 OP1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1041!SPC IA N     -   0.99992921  x   0.99997750  =   0.99990671
 OP1041!UTM  15      -   0.99992921  x   0.99983073  =   0.99975995
 OP1041
 OP1041                          SUPERSEDED SURVEY CONTROL
 OP1041
 OP1041  NAD 83(1996)-  43 07 37.99493(N)    094 41 01.30408(W) AD(       ) 4
 OP1041  NAD 83(1986)-  43 07 37.98944(N)    094 41 01.29536(W) AD(       ) 4
 OP1041  NAD 27      -  43 07 38.13030(N)    094 41 00.34975(W) AD(       ) 3
 OP1041  NGVD 29 (07/19/86)  480.     (m)         1575.     (f) VERT ANG       
 OP1041
 OP1041.Superseded values are not recommended for survey control.
 OP1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1041.See file dsdata.txt to determine how the superseded data were derived.
 OP1041
 OP1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6304776318(NAD 83)
 OP1041_MARKER: 42 = RADIO/TV MAST
 OP1041
 OP1041  HISTORY     - Date     Condition        Report By
 OP1041  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP1041
 OP1041                          STATION DESCRIPTION
 OP1041
 OP1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1041'THE EMMETSBURG CABLE TV COMPANY MAST IS LOCATED ABOUT 1
 OP1041'MILE NORTH OF EMMETSBURG AND 1 MILE NORTHEAST OF U.S. HIGHWAY
 OP1041'18.
 OP1041'
 OP1041'THE STATION IS THE RED LIGHT ATOP THE 330 FEET HIGH STRUCTUAL
 OP1041'STEEL MAST WHICH IS PAINTED ALTERNATELY RED AND WHITE.
 OP1041'
 OP1041'TO REACH THE MAST FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 OP1041'STATE HIGHWAY 4, IN EMMETSBURG, GO WEST ON U.S. HIGHWAY
 OP1041'18 AND STATE HIGHWAY 4 FOR 0.2 MILE TO A CROSS STREET, TURN
 OP1041'RIGHT AND GO NORTH ON A PAVED ROAD FOR 1.0 MILE TO A T-ROAD.
 OP1041'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.15 MILE TO
 OP1041'THE MAST ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1038 ***********************************************************************
 OP1038  DESIGNATION -  EMMETSBURG MUNICIPAL TANK
 OP1038  PID         -  OP1038
 OP1038  STATE/COUNTY-  IA/PALO ALTO
 OP1038  USGS QUAD   -  EMMETSBURG (1980)
 OP1038
 OP1038                         *CURRENT SURVEY CONTROL
 OP1038  ___________________________________________________________________
 OP1038* NAD 83(1996)-  43 06 37.32659(N)    094 41 13.23704(W)     ADJUSTED  
 OP1038* NAVD 88     -                                                        
 OP1038  ___________________________________________________________________
 OP1038  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 OP1038  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 OP1038
 OP1038  HORZ ORDER  -  THIRD
 OP1038
 OP1038.The horizontal coordinates were established by classical geodetic methods
 OP1038.and adjusted by the National Geodetic Survey in May 1999..
 OP1038
 OP1038
 OP1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1038
 OP1038.The geoid height was determined by GEOID03.
 OP1038
 OP1038;                    North         East     Units Scale Factor Converg.
 OP1038;SPC IA N     - 1,179,556.365 1,403,389.024   MT  0.99997518   -0 48 16.2
 OP1038;UTM  15      - 4,774,452.341   362,739.600   MT  0.99983177   -1 09 11.1
 OP1038
 OP1038                          SUPERSEDED SURVEY CONTROL
 OP1038
 OP1038  NAD 83(1996)-  43 06 37.32656(N)    094 41 13.23703(W) AD(       ) 4
 OP1038  NAD 83(1986)-  43 06 37.32113(N)    094 41 13.22812(W) AD(       ) 4
 OP1038  NAD 27      -  43 06 37.44500(N)    094 41 12.28400(W) AD(       ) 3
 OP1038
 OP1038.Superseded values are not recommended for survey control.
 OP1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1038.See file dsdata.txt to determine how the superseded data were derived.
 OP1038
 OP1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6274074452(NAD 83)
 OP1038_MARKER: 53 = ELEVATED TANK
 OP1038
 OP1038  HISTORY     - Date     Condition        Report By
 OP1038  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP1038
 OP1038                          STATION DESCRIPTION
 OP1038
 OP1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1038'THIS STATION IS THE CENTER OF THE MUNICIPAL WATER TANK AT
 OP1038'EMMITSBURG.  IT IS ON THE W SIDE OF THE TOWN, IN THE SW
 OP1038'CORNER OF A SMALL PARK.  IT IS ABOUT 130 FEET HIGH, HAS A
 OP1038'CONICAL TOP, VERTICAL SIDES, OVAL BOTTOM, IS SUPPORTED BY SIX
 OP1038'STEEL LEGS AND IS SILVER IN COLOR.  THERE IS A SMALL BALL AT THE
 OP1038'APEX, ABOVE WHICH IS A LIGHT ENCLOSED IN AN 8-INCH GLOBE.
 OP1038'THE TANK WAS ERECTED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1035 ***********************************************************************
 OP1035  DESIGNATION -  EMMETSBURG PALO ALTO CTHSE TWR
 OP1035  PID         -  OP1035
 OP1035  STATE/COUNTY-  IA/PALO ALTO
 OP1035  USGS QUAD   -  EMMETSBURG (1980)
 OP1035
 OP1035                         *CURRENT SURVEY CONTROL
 OP1035  ___________________________________________________________________
 OP1035* NAD 83(1996)-  43 06 38.07084(N)    094 40 39.69050(W)     ADJUSTED  
 OP1035* NAVD 88     -                                                        
 OP1035  ___________________________________________________________________
 OP1035  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 OP1035  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 OP1035
 OP1035  HORZ ORDER  -  THIRD
 OP1035
 OP1035.The horizontal coordinates were established by classical geodetic methods
 OP1035.and adjusted by the National Geodetic Survey in May 1999..
 OP1035
 OP1035
 OP1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1035
 OP1035.The geoid height was determined by GEOID03.
 OP1035
 OP1035;                    North         East     Units Scale Factor Converg.
 OP1035;SPC IA N     - 1,179,568.722 1,404,147.728   MT  0.99997521   -0 47 53.4
 OP1035;UTM  15      - 4,774,460.081   363,498.255   MT  0.99982922   -1 08 48.2
 OP1035
 OP1035                          SUPERSEDED SURVEY CONTROL
 OP1035
 OP1035  NAD 83(1996)-  43 06 38.07082(N)    094 40 39.69049(W) AD(       ) 4
 OP1035  NAD 83(1986)-  43 06 38.06533(N)    094 40 39.68079(W) AD(       ) 4
 OP1035  NAD 27      -  43 06 38.18900(N)    094 40 38.74600(W) AD(       ) 3
 OP1035
 OP1035.Superseded values are not recommended for survey control.
 OP1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1035.See file dsdata.txt to determine how the superseded data were derived.
 OP1035
 OP1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6349874460(NAD 83)
 OP1035_MARKER: 55 = TOWER
 OP1035
 OP1035  HISTORY     - Date     Condition        Report By
 OP1035  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP1035
 OP1035                          STATION DESCRIPTION
 OP1035
 OP1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1035'THIS STATION IS IN THE CENTER OF THE TOWER OF THE PALO ALTO
 OP1035'COUNTY COURTHOUSE IN EMMETSBURG.  THE TOWER IS ABOUT 85 FEET
 OP1035'HIGH, HAS A FOUR SIDED SHINGLED ROOF AT THE APEX OF WHICH
 OP1035'IS A SMALL FINIAL.  IT SURMOUNTS A SQUARE BELFRY WHICH HAS
 OP1035'SQUARE WINDOWS IN EACH OF ITS SIDES, THIS IN TURN SURMOUNTS THE
 OP1035'ROOF PROPER OF THE COLUMN AT THE W END OF THE COURTHOUSE,
 OP1035'WHICH IS THE ENTRANCE TO THE BUILDING.  THIS ROOF IS FOUR SIDED
 OP1035'AND HAS SMALL GABLED DORMERS ON EACH OF ITS SIDES.  THE
 OP1035'COURTHOUSE WAS ERECTED IN ABOUT 1875.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1036 ***********************************************************************
 OP1036  DESIGNATION -  EMMETSBURG ST THOMAS CATH CH
 OP1036  PID         -  OP1036
 OP1036  STATE/COUNTY-  IA/PALO ALTO
 OP1036  USGS QUAD   -  EMMETSBURG (1980)
 OP1036
 OP1036                         *CURRENT SURVEY CONTROL
 OP1036  ___________________________________________________________________
 OP1036* NAD 83(1996)-  43 06 40.26776(N)    094 40 49.57971(W)     ADJUSTED  
 OP1036* NAVD 88     -                                                        
 OP1036  ___________________________________________________________________
 OP1036  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 OP1036  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 OP1036
 OP1036  HORZ ORDER  -  THIRD
 OP1036
 OP1036.The horizontal coordinates were established by classical geodetic methods
 OP1036.and adjusted by the National Geodetic Survey in May 1999..
 OP1036
 OP1036
 OP1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1036
 OP1036.The geoid height was determined by GEOID03.
 OP1036
 OP1036;                    North         East     Units Scale Factor Converg.
 OP1036;SPC IA N     - 1,179,639.628 1,403,925.111   MT  0.99997529   -0 48 00.1
 OP1036;UTM  15      - 4,774,532.330   363,276.105   MT  0.99982996   -1 08 55.0
 OP1036
 OP1036                          SUPERSEDED SURVEY CONTROL
 OP1036
 OP1036  NAD 83(1996)-  43 06 40.26774(N)    094 40 49.57971(W) AD(       ) 4
 OP1036  NAD 83(1986)-  43 06 40.26227(N)    094 40 49.57042(W) AD(       ) 4
 OP1036  NAD 27      -  43 06 40.38700(N)    094 40 48.63800(W) AD(       ) 3
 OP1036
 OP1036.Superseded values are not recommended for survey control.
 OP1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1036.See file dsdata.txt to determine how the superseded data were derived.
 OP1036
 OP1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6327674532(NAD 83)
 OP1036_MARKER: 87 = DOME
 OP1036
 OP1036  HISTORY     - Date     Condition        Report By
 OP1036  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP1036
 OP1036                          STATION DESCRIPTION
 OP1036
 OP1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1036'THIS STATION IS THE CENTER OF THE DOME OF THE ST. THOMAS
 OP1036'CATHOLIC CHURCH OF EMMETSBURG.  IT IS 1 BLOCK W OF STATE
 OP1036'HIGHWAY 17 S, AND 1 BLOCK S OF STATE HIGHWAY 17 W.  THE DOME
 OP1036'IS A SPHERICAL HEXAGON IN PATTERN, IS PAINTED GREY AND HAS AT
 OP1036'ITS APEX, A CROSS WHICH RISES TO ABOUT 80 FEET.  IT SURMOUNTS A
 OP1036'HEXAGONAL BELFRY WHICH IN TURN SURMOUNTS A STEEPLE.  THE BELFRY
 OP1036'HAS WINDOWS IN EACH OF ITS SIDES WHICH ARE FITTED WITH COLORED
 OP1036'GLASS.  THE WINDOWS ARE SQUARED AT THE BOTTOM AND ARCHED AT
 OP1036'THE TOP.  AT THE BASE OF THE DOME IS AN ORNAMENTAL CYLINDRICAL
 OP1036'COPING.  THE STEEPLE IS OF BRICK CONSTRUCTION, IS AT THE
 OP1036'SE CORNER OF THE BUILDING.  IT IS A COLUMN, ABOUT 10 FEET
 OP1036'SQUARE, RISING TO ABOUT 70 FEET, IT HAS A FLAT TOP AND HAS
 OP1036'SMALL SQUARE TOWERS RISING FROM EACH OF ITS CORNERS WHICH ARE
 OP1036'SURMOUNTED BY SMALL DOMES AND HAVE AT THEIR APEX, VERY
 OP1036'SMALL CROSSES.  THE STEEPLE HAS LARGE DOUBLE VENTILATORS,
 OP1036'FITTED WITH LOUVERED BOARDS, IN EACH OF ITS SIDES.  THESE AT A
 OP1036'HEIGHT OF ABOUT 55 FEET.  BELOW VENTILATORS, AND AT A
 OP1036'HEIGHT OF ABOUT 40 FEET, IS A WINDOW FITTED WITH COLORED
 OP1036'GLASS, THESE IN EACH OF ITS SIDES.  CHURCH WAS ERECTED IN
 OP1036'1905.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1154 ***********************************************************************
 OP1154  DESIGNATION -  EMMPORT
 OP1154  PID         -  OP1154
 OP1154  STATE/COUNTY-  IA/PALO ALTO
 OP1154  USGS QUAD   -  EMMETSBURG (1980)
 OP1154
 OP1154                         *CURRENT SURVEY CONTROL
 OP1154  ___________________________________________________________________
 OP1154* NAD 83(1996)-  43 06 02.68131(N)    094 42 11.32358(W)     ADJUSTED  
 OP1154* NAVD 88     -       366.8    (meters)    1203.     (feet)  VERTCON   
 OP1154  ___________________________________________________________________
 OP1154  X           -    -382,462.309 (meters)                     COMP
 OP1154  Y           -  -4,648,853.958 (meters)                     COMP
 OP1154  Z           -   4,335,911.532 (meters)                     COMP
 OP1154  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 OP1154  ELLIP HEIGHT-         338.21  (meters)          (05/06/99) GPS OBS
 OP1154  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 OP1154
 OP1154  HORZ ORDER  -  THIRD
 OP1154  ELLP ORDER  -  FOURTH    CLASS I
 OP1154
 OP1154.This mark is at Emmetsburg Municipal Airport (EGQ)
 OP1154
 OP1154.The horizontal coordinates were established by GPS observations
 OP1154.and adjusted by the National Geodetic Survey in May 1999..
 OP1154
 OP1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1154
 OP1154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1154
 OP1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1154
 OP1154.The ellipsoidal height was determined by GPS observations
 OP1154.and is referenced to NAD 83.
 OP1154
 OP1154.The geoid height was determined by GEOID03.
 OP1154
 OP1154;                    North         East     Units Scale Factor Converg.
 OP1154;SPC IA N     - 1,178,505.923 1,402,060.655   MT  0.99997390   -0 48 55.5
 OP1154;UTM  15      - 4,773,410.146   361,405.052   MT  0.99983630   -1 09 50.1
 OP1154
 OP1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1154!SPC IA N     -   0.99994696  x   0.99997390  =   0.99992087
 OP1154!UTM  15      -   0.99994696  x   0.99983630  =   0.99978327
 OP1154
 OP1154:                Primary Azimuth Mark                     Grid Az
 OP1154:SPC IA N     -  EMMPORT AZ MK                            317 13 41.0
 OP1154:UTM  15      -  EMMPORT AZ MK                            317 34 35.6
 OP1154
 OP1154|---------------------------------------------------------------------|
 OP1154| PID    Reference Object                     Distance      Geod. Az  |
 OP1154|                                                           dddmmss.s |
 OP1154| OP1155 EMMPORT AZ MK                       APPROX. 0.8 KM 3162445.5 |
 OP1154|---------------------------------------------------------------------|
 OP1154
 OP1154                          SUPERSEDED SURVEY CONTROL
 OP1154
 OP1154  NAD 83(1996)-  43 06 02.68131(N)    094 42 11.32358(W) AD(       ) 3
 OP1154  NAD 83(1986)-  43 06 02.67751(N)    094 42 11.31451(W) AD(       ) 3
 OP1154  NGVD 29 (07/09/90)  366.7    (m)         1203.     (f) GPS OBS        
 OP1154
 OP1154.Superseded values are not recommended for survey control.
 OP1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1154.See file dsdata.txt to determine how the superseded data were derived.
 OP1154
 OP1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6140573410(NAD 83)
 OP1154_MARKER: I = METAL ROD
 OP1154_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OP1154_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OP1154_STAMPING: EMMPORT 1989
 OP1154_MARK LOGO: NGS   
 OP1154_PROJECTION: FLUSH
 OP1154_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1154+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OP1154_ROD/PIPE-DEPTH: 16.7 meters
 OP1154_SLEEVE-DEPTH  : 0.91 meters
 OP1154
 OP1154  HISTORY     - Date     Condition        Report By
 OP1154  HISTORY     - 1989     MONUMENTED       NGS
 OP1154
 OP1154                          STATION DESCRIPTION
 OP1154
 OP1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OP1154'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHWEST OF EMMETSBURG,
 OP1154'AT THE EMMETSBURG MUNICIPAL AIRPORT AT THE JUNCTION OF THE ENTRANCE
 OP1154'RAMP AND RUNWAY.  OWNERSHIP--CITY OF EMMENTSBURG, EMMETSBURG, IA
 OP1154'50536, PHONE (712) 852-3810.  THE AIRPORT MANAGER IS KIETH HARNDEN.
 OP1154'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 AND STATE
 OP1154'HIGHWAY 4 IN EMMETSBURG, GO WEST ON STATE HIGHWAY 18 FOR 1.46 KM
 OP1154'(0.90 MI) TO THE JUNCTION OF A PAVED ROAD ON THE LEFT.  TURN LEFT,
 OP1154'SOUTH, ON THE PAVED ROAD FOR 1.3 KM (0.80 MI) TO THE AIRPORT ENTRANCE
 OP1154'ON THE RIGHT.  TURN RIGHT, WEST, FOR 0.08 KM (0.05 MI) TO A CHAIN GATE
 OP1154'ON THE RIGHT.  TURN RIGHT THROUGH THE GATE AND GO 0.34 KM (0.20 MI),
 OP1154'THEN LEFT AROUND THE HANGAR, THEN SOUTHWEST 0NTO THE APRON AND
 OP1154'ENTRANCE RAMP TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE
 OP1154'RIGHT.
 OP1154'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 OP1154'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 OP1154'SURROUNDED BY CONCRETE.  LOCATED 18.7 M (61.4 FT) SOUTH-SOUTHEAST OF
 OP1154'THE FRONT LEG OF A VASI LIGHT, 17.7 M (58.1 FT) NORTHEAST OF THE
 OP1154'CENTER OF THE RUNWAY, 11.7 M (38.4 FT) WEST OF THE NORTH CORNER OF THE
 OP1154'TURN-AROUND, 3.2 M (10.5 FT) NORTH OF THE NORTH EDGE OF THE
 OP1154'TURN-AROUND AND 3.0 M (9.8 FT) NORTH OF A FIBERGLASS WITNESS POST.
 OP1154'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OP1154'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1155 ***********************************************************************
 OP1155  DESIGNATION -  EMMPORT AZ MK
 OP1155  PID         -  OP1155
 OP1155  STATE/COUNTY-  IA/PALO ALTO
 OP1155  USGS QUAD   -  EMMETSBURG (1980)
 OP1155
 OP1155                         *CURRENT SURVEY CONTROL
 OP1155  ___________________________________________________________________
 OP1155* NAD 83(1996)-  43 06 22.38600(N)    094 42 36.92302(W)     ADJUSTED  
 OP1155* NAVD 88     -       367.0    (meters)    1204.     (feet)  VERTCON   
 OP1155  ___________________________________________________________________
 OP1155  X           -    -383,005.160 (meters)                     COMP
 OP1155  Y           -  -4,648,392.426 (meters)                     COMP
 OP1155  Z           -   4,336,355.623 (meters)                     COMP
 OP1155  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 OP1155  ELLIP HEIGHT-         338.35  (meters)          (05/06/99) GPS OBS
 OP1155  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 OP1155
 OP1155  HORZ ORDER  -  THIRD
 OP1155  ELLP ORDER  -  FOURTH    CLASS I
 OP1155
 OP1155.This mark is at Emmetsburg Municipal Airport (EGQ)
 OP1155
 OP1155.The horizontal coordinates were established by GPS observations
 OP1155.and adjusted by the National Geodetic Survey in May 1999..
 OP1155
 OP1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1155
 OP1155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1155
 OP1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1155
 OP1155.The ellipsoidal height was determined by GPS observations
 OP1155.and is referenced to NAD 83.
 OP1155
 OP1155.The geoid height was determined by GEOID03.
 OP1155
 OP1155;                    North         East     Units Scale Factor Converg.
 OP1155;SPC IA N     - 1,179,122.187 1,401,490.547   MT  0.99997463   -0 49 12.9
 OP1155;UTM  15      - 4,774,029.783   360,838.782   MT  0.99983824   -1 10 08.0
 OP1155
 OP1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1155!SPC IA N     -   0.99994694  x   0.99997463  =   0.99992157
 OP1155!UTM  15      -   0.99994694  x   0.99983824  =   0.99978519
 OP1155
 OP1155:                Primary Azimuth Mark                     Grid Az
 OP1155:SPC IA N     -  EMMPORT                                  137 13 40.9
 OP1155:UTM  15      -  EMMPORT                                  137 34 36.0
 OP1155
 OP1155|---------------------------------------------------------------------|
 OP1155| PID    Reference Object                     Distance      Geod. Az  |
 OP1155|                                                           dddmmss.s |
 OP1155| OP1154 EMMPORT                             APPROX. 0.8 KM 1362428.0 |
 OP1155|---------------------------------------------------------------------|
 OP1155
 OP1155                          SUPERSEDED SURVEY CONTROL
 OP1155
 OP1155  NAD 83(1996)-  43 06 22.38600(N)    094 42 36.92302(W) AD(       ) 3
 OP1155  NAD 83(1986)-  43 06 22.38202(N)    094 42 36.91441(W) AD(       ) 3
 OP1155  NGVD 29 (07/09/90)  366.9    (m)         1204.     (f) GPS OBS        
 OP1155
 OP1155.Superseded values are not recommended for survey control.
 OP1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1155.See file dsdata.txt to determine how the superseded data were derived.
 OP1155
 OP1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6083974030(NAD 83)
 OP1155_MARKER: I = METAL ROD
 OP1155_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OP1155_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OP1155_STAMPING: EMMPORT AZ MK 1989
 OP1155_MARK LOGO: NGS   
 OP1155_PROJECTION: FLUSH
 OP1155_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1155+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OP1155_ROD/PIPE-DEPTH: 15.5 meters
 OP1155_SLEEVE-DEPTH  : 0.91 meters
 OP1155
 OP1155  HISTORY     - Date     Condition        Report By
 OP1155  HISTORY     - 1989     MONUMENTED       NGS
 OP1155
 OP1155                          STATION DESCRIPTION
 OP1155
 OP1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OP1155'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHWEST OF EMMETSBURG,
 OP1155'AT THE EMMETSBURG MUNICIPAL AIRPORT AT THE TURN-AROUND AT THE END OF
 OP1155'RUNWAY 13.  OWNERSHIP--CITY OF EMMETSBURG, EMMETSBURG, IA 50536, PHONE
 OP1155'(712) 852-3810.  AIRPORT MANAGER IS KIETH HARNDEN.
 OP1155'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 AND STATE
 OP1155'HIGHWAY 4 IN EMMETSBURG, GO WEST ON US HIGHWAY 18 FOR 1.46 KM
 OP1155'(0.90 MI) TO THE JUNCTION OF A PAVED ROAD ON THE LEFT.  TURN LEFT,
 OP1155'SOUTH, ON THE PAVED ROAD FOR 1.30 KM (0.80 MI) TO THE JUNCTION OF THE
 OP1155'ENTRANCE ROAD TO THE AIRPORT ON THE RIGHT.  TURN RIGHT, WEST, FOR 0.08
 OP1155'KM (0.05 MI) TO A CHAIN GATE ON THE RIGHT.  TURN RIGHT, THRU THE GATE,
 OP1155'AND GO 0.34 KM (0.20 MI), THEN LEFT AROUND THE HANGAR, THEN SOUTHWEST
 OP1155'ONTO THE APRON AND THE ENTRANCE RAMP TO THE JUNCTION OF THE RUNWAY AND
 OP1155'THE END OF RUNWAY 31.  TURN RIGHT AND GO NORTHWEST ALONG THE RUNWAY
 OP1155'FOR 0.8 KM (0.50 MI) TO A TURN-AROUND AT THE END OF RUNWAY 13 AND THE
 OP1155'STATION ON THE RIGHT.
 OP1155'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 OP1155'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 OP1155'SURROUNDED BY CONCRETE.  LOCATED 30.0 M (98.4 FT) WEST-NORTHWEST OF
 OP1155'THE FRONT LEG OF A VASI LIGHT, 15.7 M (51.5 FT) NORTHEAST OF THE
 OP1155'CENTER OF THE RUNWAY, 12.05 M (39.5 FT) SOUTH OF THE EAST CORNER OF
 OP1155'THE TURN-AROUND, 1.8 M (5.9 FT) EAST OF THE EAST EDGE OF THE
 OP1155'TURN-AROUND AND 1.6 M (5.2 FT) EAST OF A FIBERGLASS WITNESS POST.
 OP1155'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OP1155'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0819 ***********************************************************************
 MG0819  DESIGNATION -  ENGLISH
 MG0819  PID         -  MG0819
 MG0819  STATE/COUNTY-  IA/WASHINGTON
 MG0819  USGS QUAD   -  RIVERSIDE (1983)
 MG0819
 MG0819                         *CURRENT SURVEY CONTROL
 MG0819  ___________________________________________________________________
 MG0819* NAD 83(1996)-  41 26 41.94599(N)    091 32 28.78391(W)     ADJUSTED  
 MG0819* NAVD 88     -       230.5    (meters)     756.     (feet)  VERTCON   
 MG0819  ___________________________________________________________________
 MG0819  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 MG0819  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 MG0819
 MG0819  HORZ ORDER  -  SECOND
 MG0819
 MG0819.The horizontal coordinates were established by classical geodetic methods
 MG0819.and adjusted by the National Geodetic Survey in May 1999..
 MG0819
 MG0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0819
 MG0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0819
 MG0819.The geoid height was determined by GEOID03.
 MG0819
 MG0819;                    North         East     Units Scale Factor Converg.
 MG0819;SPC IA S     -   162,307.682   663,659.066   MT  0.99995742   +1 17 24.6
 MG0819;UTM  15      - 4,589,183.297   621,849.367   MT  0.99978272   +0 57 56.2
 MG0819
 MG0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0819!SPC IA S     -   0.99996899  x   0.99995742  =   0.99992641
 MG0819!UTM  15      -   0.99996899  x   0.99978272  =   0.99975171
 MG0819
 MG0819|---------------------------------------------------------------------|
 MG0819| PID    Reference Object                     Distance      Geod. Az  |
 MG0819|                                                           dddmmss.s |
 MG0819| CL8456 ENGLISH RM 1                         25.890 METERS 17928     |
 MG0819| CL8457 ENGLISH RM 2                         29.428 METERS 26635     |
 MG0819| MG0822 RIVERSIDE MUN WATER TANK            APPROX. 5.4 KM 3233158.2 |
 MG0819| MG0886 HILLS AZ MK                         APPROX. 6.9 KM 3461931.0 |
 MG0819|---------------------------------------------------------------------|
 MG0819
 MG0819                          SUPERSEDED SURVEY CONTROL
 MG0819
 MG0819  NAD 83(1986)-  41 26 41.94561(N)    091 32 28.79140(W) AD(       ) 2
 MG0819  NAD 27      -  41 26 41.87410(N)    091 32 28.20367(W) AD(       ) 2
 MG0819  NGVD 29 (07/19/86)  230.5    (m)          756.     (f) VERT ANG       
 MG0819
 MG0819.Superseded values are not recommended for survey control.
 MG0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0819.See file dsdata.txt to determine how the superseded data were derived.
 MG0819
 MG0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2184989183(NAD 83)
 MG0819_MARKER: DD = SURVEY DISK
 MG0819_SETTING: 0 = UNSPECIFIED SETTING
 MG0819
 MG0819  HISTORY     - Date     Condition        Report By
 MG0819  HISTORY     - 1968     MONUMENTED       USGS
 MG0819
 MG0819                          STATION DESCRIPTION
 MG0819
 MG0819'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0819'THE STATION IS LOCATED ABOUT 11.0 MI N. AND 0.5 MI E. OF
 MG0819'AINSWORTH, 2.0 MI E. AND 2.5 MI S. OF RIVERSIDE, IN THE
 MG0819'RIGHT-OF-WAY OF U.S. HWY. 218, NEAR QUARTER COR. BETWEEN
 MG0819'SECS. 27 AND 28, T. 77 N., R. 6 W., AT A SUMMIT OF THE HWY., ON A
 MG0819'HILL AND E. OF AND ACROSS THE HWY. FROM A MOTORCYCLE RACE TRACK.
 MG0819'
 MG0819'TO REACH THE STATION FROM THE POST OFFICE AT AINSWORTH, DRIVE 1
 MG0819'BLOCK E. AND 1 BLOCK S. TO JCT. WITH STATE HWY. 92, TURN LEFT AND
 MG0819'DRIVE E. ON HWY. 92 FOR 0.6 MI TO JCT. WITH U.S. HWY. 218, TURN
 MG0819'LEFT AND DRIVE N. ON HWY. 218 FOR 10.5 MI TO STATION ON THE RIGHT.
 MG0819'
 MG0819'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED
 MG0819'ENGLISH 1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN
 MG0819'FLUSH WITH GROUND AND SET IN 6 IN. DIAMETER TILE FILLED WITH
 MG0819'GRAVEL.
 MG0819'
 MG0819'STATION MARK IS 200 FT N.-NE. OF CENTER OF HWY. 218 AT DRIVE
 MG0819'W. TO CYCLE RACE TRACK, 47 FT E. OF CENTER OF HWY. 218, 47 FT
 MG0819'N. OF A TELEPHONE POLE AND 3 FT W. OF RIGHT-OF-WAY FENCE AND A
 MG0819'METAL WITNESS POST.
 MG0819'
 MG0819'REFERENCE MARK NO. 1 IS 84.94 FT (25.890 M.) S. OF STATION, 49 FT
 MG0819'E. OF CENTER OF HWY., 39 FT S. OF TELEPHONE POLE AND 1 FT W. OF
 MG0819'RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0819'
 MG0819'REFERENCE MARK NO. 2 IS 96.55 FT (29.428 M.) W. OF STATION, 49
 MG0819'FT W. OF CENTER OF HWY., 10 FT S. OF T-FENCE W. AND 1 FT E. OF
 MG0819'RIGHT-OF-WAY FENCE AND METAL WITNESS POST.
 MG0819'
 MG0819'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8295 ***********************************************************************
 AJ8295  PACS        -  This is a Primary Airport Control Station.
 AJ8295  DESIGNATION -  EOK A 2000
 AJ8295  PID         -  AJ8295
 AJ8295  STATE/COUNTY-  IA/LEE
 AJ8295  USGS QUAD   -  KEOKUK (1975)
 AJ8295
 AJ8295                         *CURRENT SURVEY CONTROL
 AJ8295  ___________________________________________________________________
 AJ8295* NAD 83(1996)-  40 27 47.51258(N)    091 26 04.65992(W)     ADJUSTED  
 AJ8295* NAVD 88     -       203.23   (meters)     666.8    (feet)  GPS OBS   
 AJ8295  ___________________________________________________________________
 AJ8295  X           -    -121,667.141 (meters)                     COMP
 AJ8295  Y           -  -4,858,094.211 (meters)                     COMP
 AJ8295  Z           -   4,117,361.858 (meters)                     COMP
 AJ8295  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AJ8295  ELLIP HEIGHT-         170.01  (meters)          (06/15/04) GPS OBS
 AJ8295  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 AJ8295
 AJ8295  HORZ ORDER  -  B
 AJ8295  ELLP ORDER  -  FOURTH    CLASS I
 AJ8295
 AJ8295.This mark is at Keokuk Municipal Airport (EOK)
 AJ8295
 AJ8295.The horizontal coordinates were established by GPS observations
 AJ8295.and adjusted by the National Geodetic Survey in November 2002..
 AJ8295
 AJ8295.The orthometric height was determined by GPS observations and a
 AJ8295.high-resolution geoid model.
 AJ8295
 AJ8295.GPS derived orthometric heights for airport stations designated as
 AJ8295.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8295.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8295.not indicate centimeter accuracy relative to other marks which are
 AJ8295.part of the NAVD 88 network.
 AJ8295
 AJ8295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8295
 AJ8295.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8295
 AJ8295.The ellipsoidal height was determined by GPS observations
 AJ8295.and is referenced to NAD 83.
 AJ8295
 AJ8295.The geoid height was determined by GEOID03.
 AJ8295
 AJ8295;                    North         East     Units Scale Factor Converg.
 AJ8295;SPC IA S     -    53,517.518   675,161.527   MT  1.00003063   +1 21 37.7
 AJ8295;UTM  15      - 4,480,346.411   632,715.122   MT  0.99981681   +1 00 57.6
 AJ8295
 AJ8295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8295!SPC IA S     -   0.99997333  x   1.00003063  =   1.00000396
 AJ8295!UTM  15      -   0.99997333  x   0.99981681  =   0.99979015
 AJ8295
 AJ8295                          SUPERSEDED SURVEY CONTROL
 AJ8295
 AJ8295  ELLIP H (11/27/02)  170.02   (m)                       GP(       ) 4 1
 AJ8295  NAD 83(1996)-  40 27 47.51232(N)    091 26 04.66009(W) AD(       ) B
 AJ8295  ELLIP H (03/18/02)  170.02   (m)                       GP(       ) 4 1
 AJ8295
 AJ8295.Superseded values are not recommended for survey control.
 AJ8295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8295.See file dsdata.txt to determine how the superseded data were derived.
 AJ8295
 AJ8295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE3271580346(NAD 83)
 AJ8295_MARKER: I = METAL ROD
 AJ8295_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8295_STAMPING: EOK A 2000
 AJ8295_MARK LOGO: NGS   
 AJ8295_PROJECTION: FLUSH
 AJ8295_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8295+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 AJ8295_ROD/PIPE-DEPTH: 10.2 meters
 AJ8295_SLEEVE-DEPTH  : 1 meters
 AJ8295
 AJ8295  HISTORY     - Date     Condition        Report By
 AJ8295  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8295
 AJ8295                          STATION DESCRIPTION
 AJ8295
 AJ8295'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8295'THE STATION IS LOCATED APPROXIMATELY 4.3 MI NORTHWEST OF KEOKUK
 AJ8295'AND IS AT THE KEOKUK MUNICIPAL AIRPORT. OWNERSHIP-- KEOKUK
 AJ8295'MUNICIPAL AIRPORT, AIRPORT MANAGER GREG GOBBLE, PHONE NUMBER
 AJ8295'(319) 524-6203. PLEASE CONTACT THE AIRPORT MANAGER AT LEAST A WEEK
 AJ8295'IN ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
 AJ8295' 
 AJ8295'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 61 AND 218
 AJ8295'NORTH, PROCEED SOUTH 3.3 MI ON STATE ROUTES 61 AND 218 SOUTH TO
 AJ8295'THE JUNCTION OF 340TH STREET. TURN LEFT AND PROCEED EAST 0.5 MI TO
 AJ8295'THE JUNCTION OF THE AIRPORT ENTRANCE ON THE RIGHT, NEXT TO THE
 AJ8295'AIRPORT BEACON. TURN RIGHT AND PROCEED SOUTH 0.05 MI TO THE OFFICE
 AJ8295'ON THE RIGHT AND A GATE DIRECTLY AHEAD. PROCEED THROUGH THE
 AJ8295'GATE AND PROCEED SOUTHEAST 0.05 MI ACROSS THE APRON TO THE
 AJ8295'STATION SET ONLINE WITH THE EAST EDGE OF THE RAMP.
 AJ8295' 
 AJ8295'THE STATION IS LOCATED 26.51 M ON AN AZIMUTH OF 227 DEGREES FROM
 AJ8295'THE SOUTH CORNER OF THE RAMP, 46.72 M ON AN AZIMUTH OF 31 DEGREES
 AJ8295'FROM THE NORTH CORNER OF THE VASI LIGHTS, 66.10 M ON AN AZIMUTH OF
 AJ8295'49 DEGREES FROM THE EDGE OF RUNWAY 32-14, 67.20 M ON AN AZIMUTH OF
 AJ8295'71 DEGREES FROM RUNWAY LIGHT NUMBER 8, 42.06 M ON AN AZIMUTH OF 95
 AJ8295' DEGREES FROM THE CENTER OF A STORM GRATE. THE STATION IS A
 AJ8295'PUNCHMARK SET IN THE TOP OF A STAINLESS STEEL ROD DRIVEN TO A
 AJ8295'REFUSAL DEPTH OF 10.2 M ENCASED IN A 1 M FINNED SLEEVE FILLED WITH
 AJ8295'NON-TOXIC GREASE, RECESSED 8 CM BENEATH A NGS LOG CAP STAMPED--
 AJ8295'EOK A 2000-- ENCASED IN A 0.3 M DIAMETER CONCRETE COLLAR WITH AN
 AJ8295'IMBEDDED IRON ROD AND IS RECESSED 4 CM BELOW THE GROUND. THE
 AJ8295'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AJ8295'THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 AJ8295'STATION.
 AJ8295' 
 AJ8295' 
 AJ8295'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8296 ***********************************************************************
 AJ8296  SACS        -  This is a Secondary Airport Control Station.
 AJ8296  DESIGNATION -  EOK B 2000
 AJ8296  PID         -  AJ8296
 AJ8296  STATE/COUNTY-  IA/LEE
 AJ8296  USGS QUAD   -  KEOKUK (1975)
 AJ8296
 AJ8296                         *CURRENT SURVEY CONTROL
 AJ8296  ___________________________________________________________________
 AJ8296* NAD 83(1996)-  40 27 29.34029(N)    091 25 54.28972(W)     ADJUSTED  
 AJ8296* NAVD 88     -       203.66   (meters)     668.2    (feet)  GPS OBS   
 AJ8296  ___________________________________________________________________
 AJ8296  X           -    -121,431.991 (meters)                     COMP
 AJ8296  Y           -  -4,858,464.289 (meters)                     COMP
 AJ8296  Z           -   4,116,935.644 (meters)                     COMP
 AJ8296  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AJ8296  ELLIP HEIGHT-         170.44  (meters)          (06/15/04) GPS OBS
 AJ8296  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 AJ8296
 AJ8296  HORZ ORDER  -  FIRST
 AJ8296  ELLP ORDER  -  FOURTH    CLASS I
 AJ8296
 AJ8296.This mark is at Keokuk Municipal Airport (EOK)
 AJ8296
 AJ8296.The horizontal coordinates were established by GPS observations
 AJ8296.and adjusted by the National Geodetic Survey in November 2002..
 AJ8296
 AJ8296.The orthometric height was determined by GPS observations and a
 AJ8296.high-resolution geoid model.
 AJ8296
 AJ8296.GPS derived orthometric heights for airport stations designated as
 AJ8296.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8296.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8296.not indicate centimeter accuracy relative to other marks which are
 AJ8296.part of the NAVD 88 network.
 AJ8296
 AJ8296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8296
 AJ8296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8296
 AJ8296.The ellipsoidal height was determined by GPS observations
 AJ8296.and is referenced to NAD 83.
 AJ8296
 AJ8296.The geoid height was determined by GEOID03.
 AJ8296
 AJ8296;                    North         East     Units Scale Factor Converg.
 AJ8296;SPC IA S     -    52,962.932   675,419.109   MT  1.00003175   +1 21 44.5
 AJ8296;UTM  15      - 4,479,790.405   632,969.310   MT  0.99981764   +1 01 04.0
 AJ8296
 AJ8296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8296!SPC IA S     -   0.99997326  x   1.00003175  =   1.00000501
 AJ8296!UTM  15      -   0.99997326  x   0.99981764  =   0.99979091
 AJ8296
 AJ8296                          SUPERSEDED SURVEY CONTROL
 AJ8296
 AJ8296  ELLIP H (11/27/02)  170.46   (m)                       GP(       ) 4 1
 AJ8296  NAD 83(1996)-  40 27 29.34003(N)    091 25 54.28988(W) AD(       ) 1
 AJ8296  ELLIP H (03/18/02)  170.46   (m)                       GP(       ) 4 1
 AJ8296
 AJ8296.Superseded values are not recommended for survey control.
 AJ8296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8296.See file dsdata.txt to determine how the superseded data were derived.
 AJ8296
 AJ8296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE3296979790(NAD 83)
 AJ8296_MARKER: DD = SURVEY DISK
 AJ8296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8296_STAMPING: EOK B 2000
 AJ8296_MARK LOGO: NGS   
 AJ8296_PROJECTION: FLUSH
 AJ8296_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8296+STABILITY: SURFACE MOTION
 AJ8296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8296+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 AJ8296
 AJ8296  HISTORY     - Date     Condition        Report By
 AJ8296  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8296
 AJ8296                          STATION DESCRIPTION
 AJ8296
 AJ8296'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8296'THE STATION IS LOCATED APPROXIMATELY 4.3 MI NORTHWEST OF KEOKUK
 AJ8296'AND IS AT THE KEOKUK MUNICIPAL AIRPORT. OWNERSHIP-- KEOKUK
 AJ8296'MUNICIPAL AIRPORT, AIRPORT MANAGER GREG GOBBLE, PHONE NUMBER
 AJ8296'(319) 524-6203. PLEASE CONTACT THE AIRPORT MANAGER AT LEAST A WEEK
 AJ8296'IN ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
 AJ8296' 
 AJ8296'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 61 AND 218
 AJ8296'NORTH, PROCEED SOUTH 3.3 MI ON STATE ROUTES 61 AND 218 SOUTH TO
 AJ8296'THE JUNCTION OF 340TH STREET. TURN LEFT AND PROCEED EAST 0.5 MI TO
 AJ8296'THE JUNCTION OF THE AIRPORT ENTRANCE ON THE RIGHT, NEXT TO THE
 AJ8296'AIRPORT BEACON. TURN RIGHT AND PROCEED SOUTH 0.05 MI TO THE OFFICE
 AJ8296'ON THE RIGHT AND A GATE DIRECTLY AHEAD. PROCEED THROUGH THE
 AJ8296'GATE AND PROCEED SOUTHEAST 0.05 MI ACROSS THE APRON TO A
 AJ8296'TAXIWAY. PROCEED EAST AND SOUTH 0.28 MI ALONG THE TAXIWAY TO THE
 AJ8296'JUNCTION OF RUNWAY 8-28. TURN RIGHT AND PROCEED SOUTHEAST 0.15 MI
 AJ8296'ALONG RUNWAY 8-28, CROSSING RUNWAY 14-32, TO THE STATION ON THE
 AJ8296'LEFT AT THE TOP OF A SMALL RISE.
 AJ8296' 
 AJ8296'THE STATION IS LOCATED 57.01 M ON AN AZIMUTH OF 231 DEGREES FROM
 AJ8296'THE EDGE OF RUNWAY 14-32, 42.65 M ON AN AZIMUTH OF 331 DEGREES
 AJ8296'FROM A FENCE CORNER, 17.30 M ON AN AZIMUTH OF 67 DEGREES FROM A
 AJ8296'SMALL, 55.06 M ON AN AZIMUTH OF 221 DEGREES FROM A RUNWAY LIGHT,
 AJ8296'AND 1.38 M ON AN AZIMUTH OF 350 DEGREES FROM A CARSONITE POST. THE
 AJ8296'STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED-- EOK B
 AJ8296'2000-- SET IN THE TOP OF A 0.3 M DIAMETER ROUND CONCRETE MONUMENT
 AJ8296'1.3 M IN DEPTH WITH AN IMBEDDED IRON ROD AND IS FLUSH WITH THE
 AJ8296'GROUND. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AJ8296'CONTROL STATION.
 AJ8296' 
 AJ8296' 
 AJ8296'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8297 ***********************************************************************
 AJ8297  SACS        -  This is a Secondary Airport Control Station.
 AJ8297  DESIGNATION -  EOK C
 AJ8297  PID         -  AJ8297
 AJ8297  STATE/COUNTY-  IA/LEE
 AJ8297  USGS QUAD   -  KEOKUK (1975)
 AJ8297
 AJ8297                         *CURRENT SURVEY CONTROL
 AJ8297  ___________________________________________________________________
 AJ8297* NAD 83(1996)-  40 27 41.64452(N)    091 25 24.00209(W)     ADJUSTED  
 AJ8297* NAVD 88     -       203.17   (meters)     666.6    (feet)  GPS OBS   
 AJ8297  ___________________________________________________________________
 AJ8297  X           -    -120,712.453 (meters)                     COMP
 AJ8297  Y           -  -4,858,235.482 (meters)                     COMP
 AJ8297  Z           -   4,117,224.102 (meters)                     COMP
 AJ8297  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AJ8297  ELLIP HEIGHT-         169.95  (meters)          (06/15/04) GPS OBS
 AJ8297  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 AJ8297
 AJ8297  HORZ ORDER  -  FIRST
 AJ8297  ELLP ORDER  -  FOURTH    CLASS I
 AJ8297
 AJ8297.This mark is at Keokuk Municipal Airport (EOK)
 AJ8297
 AJ8297.The horizontal coordinates were established by GPS observations
 AJ8297.and adjusted by the National Geodetic Survey in November 2002..
 AJ8297
 AJ8297.The orthometric height was determined by GPS observations and a
 AJ8297.high-resolution geoid model.
 AJ8297
 AJ8297.GPS derived orthometric heights for airport stations designated as
 AJ8297.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8297.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8297.not indicate centimeter accuracy relative to other marks which are
 AJ8297.part of the NAVD 88 network.
 AJ8297
 AJ8297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8297
 AJ8297.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8297
 AJ8297.The ellipsoidal height was determined by GPS observations
 AJ8297.and is referenced to NAD 83.
 AJ8297
 AJ8297.The geoid height was determined by GEOID03.
 AJ8297
 AJ8297;                    North         East     Units Scale Factor Converg.
 AJ8297;SPC IA S     -    53,359.367   676,123.482   MT  1.00003099   +1 22 04.4
 AJ8297;UTM  15      - 4,480,182.513   633,675.905   MT  0.99981996   +1 01 23.9
 AJ8297
 AJ8297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8297!SPC IA S     -   0.99997334  x   1.00003099  =   1.00000433
 AJ8297!UTM  15      -   0.99997334  x   0.99981996  =   0.99979331
 AJ8297
 AJ8297                          SUPERSEDED SURVEY CONTROL
 AJ8297
 AJ8297  ELLIP H (11/27/02)  169.97   (m)                       GP(       ) 4 1
 AJ8297  NAD 83(1996)-  40 27 41.64426(N)    091 25 24.00225(W) AD(       ) 1
 AJ8297  ELLIP H (03/18/02)  169.96   (m)                       GP(       ) 4 1
 AJ8297
 AJ8297.Superseded values are not recommended for survey control.
 AJ8297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8297.See file dsdata.txt to determine how the superseded data were derived.
 AJ8297
 AJ8297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE3367680183(NAD 83)
 AJ8297_MARKER: DD = SURVEY DISK
 AJ8297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8297_STAMPING: EOK C 2000
 AJ8297_MARK LOGO: NGS   
 AJ8297_PROJECTION: FLUSH
 AJ8297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8297+STABILITY: SURFACE MOTION
 AJ8297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8297+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 AJ8297
 AJ8297  HISTORY     - Date     Condition        Report By
 AJ8297  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8297
 AJ8297                          STATION DESCRIPTION
 AJ8297
 AJ8297'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8297'THE STATION IS LOCATED APPROXIMATELY 4.3 MI NORTHWEST OF KEOKUK
 AJ8297'AND IS AT THE KEOKUK MUNICIPAL AIRPORT. OWNERSHIP-- KEOKUK
 AJ8297'MUNICIPAL AIRPORT, AIRPORT MANAGER GREG GOBBLE, PHONE NUMBER
 AJ8297'(319) 524-6203. PLEASE CONTACT THE AIRPORT MANAGER AT LEAST A WEEK
 AJ8297'IN ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
 AJ8297' 
 AJ8297'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 61 AND 218
 AJ8297'NORTH, PROCEED SOUTH 3.3 MI ON STATE ROUTES 61 AND 218 SOUTH TO
 AJ8297'THE JUNCTION OF 340TH STREET. TURN LEFT AND PROCEED EAST 0.5 MI TO
 AJ8297'THE JUNCTION OF THE AIRPORT ENTRANCE ON THE RIGHT, NEXT TO THE
 AJ8297'AIRPORT BEACON. TURN RIGHT AND PROCEED SOUTH 0.05 MI TO THE OFFICE
 AJ8297'ON THE RIGHT AND A GATE DIRECTLY AHEAD. PROCEED THROUGH THE
 AJ8297'GATE AND PROCEED SOUTHEAST 0.05 MI ACROSS THE APRON TO A
 AJ8297'TAXIWAY. PROCEED EAST AND SOUTH 0.25 MI ALONG THE TAXIWAY TO THE
 AJ8297'JUNCTION OF TAXIWAY A. TURN LEFT AND PROCEED EAST 0.3 MI ALONG
 AJ8297'TAXIWAY A TO THE STATION ON THE LEFT, JUST PAST THE JUNCTION OF
 AJ8297'TAXIWAY D.
 AJ8297' 
 AJ8297'THE STATION IS LOCATED 44.01 M ON AN AZIMUTH OF 353 DEGREES FROM
 AJ8297'THE CENTERLINE OF TAXIWAY A, 54.90 M ON AN AZIMUTH OF 82 DEGREES
 AJ8297'FROM THE PROJECTED CENTERLINE OF TAXIWAY D, 34.40 M ON AN AZIMUTH
 AJ8297'OF 261 DEGREES FROM A MANHOLE, 42.21 M ON AN AZIMUTH OF 314
 AJ8297'DEGREES FROM TAXIWAY LIGHT A-28, 40.30 M ON AN AZIMUTH OF 21
 AJ8297'DEGREES FROM TAXIWAY LIGHT A-27, AND 1.24 M ON AN AZIMUTH OF 175
 AJ8297'DEGREES FROM A CARSONITE POST. THE STATION IS A STANDARD NGS
 AJ8297'HORIZONTAL CONTROL DISK STAMPED-- EOK C 2000-- SET IN THE TOP OF A
 AJ8297'0.3 M DIAMETER ROUND CONCRETE MONUMENT 1.3 M IN DEPTH WITH AN
 AJ8297'IMBEDDED IRON ROD AND IS FLUSH WITH THE GROUND. THIS STATION IS
 AJ8297'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8297' 
 AJ8297' 
 AJ8297' 
 AJ8297'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1127 ***********************************************************************
 OO1127  DESIGNATION -  ERIE
 OO1127  PID         -  OO1127
 OO1127  STATE/COUNTY-  IA/MITCHELL
 OO1127  USGS QUAD   -  GRAFTON (1972)
 OO1127
 OO1127                         *CURRENT SURVEY CONTROL
 OO1127  ___________________________________________________________________
 OO1127* NAD 83(1996)-  43 18 17.67365(N)    093 00 17.37104(W)     ADJUSTED  
 OO1127* NAVD 88     -       373.3    (meters)    1225.     (feet)  VERTCON   
 OO1127  ___________________________________________________________________
 OO1127  LAPLACE CORR-         -12.28  (seconds)                    DEFLEC99
 OO1127  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 OO1127
 OO1127  HORZ ORDER  -  FIRST
 OO1127
 OO1127.The horizontal coordinates were established by classical geodetic methods
 OO1127.and adjusted by the National Geodetic Survey in May 1999..
 OO1127
 OO1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1127
 OO1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1127
 OO1127.The geoid height was determined by GEOID03.
 OO1127
 OO1127;                    North         East     Units Scale Factor Converg.
 OO1127;SPC IA N     - 1,200,608.413 1,540,176.858   MT  1.00000721   +0 20 08.2
 OO1127;UTM  15      - 4,794,675.377   499,608.649   MT  0.99960000   -0 00 11.9
 OO1127
 OO1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1127!SPC IA N     -   0.99994604  x   1.00000721  =   0.99995325
 OO1127!UTM  15      -   0.99994604  x   0.99960000  =   0.99954606
 OO1127
 OO1127|---------------------------------------------------------------------|
 OO1127| PID    Reference Object                     Distance      Geod. Az  |
 OO1127|                                                           dddmmss.s |
 OO1127| CI6286 ERIE RM 1                            16.587 METERS 00012     |
 OO1127| CI6285 ERIE AZ MK                                         1782117.5 |
 OO1127| CI6287 ERIE RM 2                            16.248 METERS 18022     |
 OO1127| OO1132 KENSETT MUN TANK                    APPROX.17.5 KM 2873649.9 |
 OO1127| OO1128 GRAFTON MUN TANK                    APPROX. 6.0 KM 2962304.6 |
 OO1127|---------------------------------------------------------------------|
 OO1127
 OO1127                          SUPERSEDED SURVEY CONTROL
 OO1127
 OO1127  NAD 83(1996)-  43 18 17.67366(N)    093 00 17.37103(W) AD(       ) 1
 OO1127  NAD 83(1986)-  43 18 17.66568(N)    093 00 17.36764(W) AD(       ) 1
 OO1127  NAD 27      -  43 18 17.79701(N)    093 00 16.67166(W) AD(       ) 1
 OO1127  NGVD 29 (07/19/86)  373.3    (m)         1225.     (f) VERT ANG       
 OO1127
 OO1127.Superseded values are not recommended for survey control.
 OO1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1127.See file dsdata.txt to determine how the superseded data were derived.
 OO1127
 OO1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH9960994675(NAD 83)
 OO1127_MARKER: DS = TRIANGULATION STATION DISK
 OO1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1127_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1127
 OO1127  HISTORY     - Date     Condition        Report By
 OO1127  HISTORY     - 1971     MONUMENTED       NGS
 OO1127
 OO1127                          STATION DESCRIPTION
 OO1127
 OO1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1127'THE STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF MANLY,
 OO1127'10 MILES WEST-NORTHWEST OF OSAGE, 4 MILES EAST-SOUTHEAST
 OO1127'OF GRAFTON IN THE SE 1/4 OF SEC. 18, R. 18 W., T. 97 N. AND ON
 OO1127'ROAD RIGHT-OF-WAY.
 OO1127'
 OO1127'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 OO1127'STATE HIGHWAY 9 IN MANLY, GO EAST ON STATE HIGHWAY 9 FOR 10
 OO1127'MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON COUNTY
 OO1127'ROAD S 70 FOR 1 MILE TO A CROSSROAD AND THE AZIMUTH MARK
 OO1127'IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  CONTINUE NORTH
 OO1127'ON COUNTY ROAD S 70 FOR 0.45 MILE TO THE STATION ON THE LEFT.
 OO1127'
 OO1127'STATION MARKS ARE STANDARD DISKS STAMPED ERIE 1971.  THE
 OO1127'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1127'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 39
 OO1127'FEET WEST OF THE CENTER OF COUNTY ROAD S 70 AND 1 FOOT EAST
 OO1127'OF A NORTH-SOUTH WIRE FENCE.  THE UNDERGROUND DISK IS SET IN
 OO1127'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 OO1127'GROUND SURFACE.
 OO1127'
 OO1127'REFERENCE MARK 1, A STANDARD DISK STAMPED ERIE NO 1 1971, IS
 OO1127'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 OO1127'FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET WEST OF THE CENTER
 OO1127'OF THE ROAD AND 1 FOOT EAST OF THE FENCE.
 OO1127'
 OO1127'REFERENCE MARK 2, A STANDARD DISK STAMPED ERIE NO 2 1971, IS
 OO1127'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1127'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET WEST OF
 OO1127'THE CENTER OF THE ROAD AND 1 FOOT EAST OF THE FENCE.
 OO1127'
 OO1127'THE AZIMUTH MARK, A STANDARD DISK STAMPED ERIE 1971, IS SET IN
 OO1127'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OO1127'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 37 FEET
 OO1127'EAST OF THE CENTER OF THE ROAD, 36 FEET SOUTH OF THE CENTER
 OO1127'OF A GRAVELED ROAD, 4 FEET WEST OF A NORTH-SOUTH WIRE FENCE
 OO1127'AND 1.5 FEET WEST OF A POWER POLE.
 OO1127'
 OO1127'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0571 ***********************************************************************
 NL0571  DESIGNATION -  ESPE
 NL0571  PID         -  NL0571
 NL0571  STATE/COUNTY-  IA/BUENA VISTA
 NL0571  USGS QUAD   -  ALTA (1979)
 NL0571
 NL0571                         *CURRENT SURVEY CONTROL
 NL0571  ___________________________________________________________________
 NL0571* NAD 83(1996)-  42 43 11.74437(N)    095 18 32.08881(W)     ADJUSTED  
 NL0571* NAVD 88     -       457.6    (meters)    1501.     (feet)  VERTCON   
 NL0571  ___________________________________________________________________
 NL0571  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 NL0571  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 NL0571
 NL0571  HORZ ORDER  -  FIRST
 NL0571
 NL0571.The horizontal coordinates were established by classical geodetic methods
 NL0571.and adjusted by the National Geodetic Survey in May 1999..
 NL0571
 NL0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0571
 NL0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0571
 NL0571.The geoid height was determined by GEOID03.
 NL0571
 NL0571;                    North         East     Units Scale Factor Converg.
 NL0571;SPC IA N     - 1,137,090.698 1,351,850.617   MT  0.99994578   -1 13 33.5
 NL0571;UTM  15      - 4,732,299.123   310,947.602   MT  1.00003973   -1 34 00.7
 NL0571
 NL0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0571!SPC IA N     -   0.99993269  x   0.99994578  =   0.99987847
 NL0571!UTM  15      -   0.99993269  x   1.00003973  =   0.99997241
 NL0571
 NL0571:                Primary Azimuth Mark                     Grid Az
 NL0571:SPC IA N     -  STORM LAKE RAD STA KAYL MAST             130 51 33.7
 NL0571:UTM  15      -  STORM LAKE RAD STA KAYL MAST             131 12 00.9
 NL0571
 NL0571|---------------------------------------------------------------------|
 NL0571| PID    Reference Object                     Distance      Geod. Az  |
 NL0571|                                                           dddmmss.s |
 NL0571| NL0564 STORM LAKE RAD STA KAYL MAST        APPROX.14.8 KM 1293800.2 |
 NL0571| NL0566 STORM LAKE ST POL KAA 971 MAST      APPROX.13.7 KM 1325907.8 |
 NL0571| NL0562 STORM LAKE ST MARYS CATH CH         APPROX.12.7 KM 1335018.1 |
 NL0571| NL0568 STORM LAKE MUNICIPAL TANK           APPROX.12.2 KM 1342946.9 |
 NL0571| NL0572 ALTA MUNICIPAL TANK                 APPROX. 5.1 KM 1740639.9 |
 NL0571| CO3068 ESPE AZ MK                                         1805503.4 |
 NL0571| CO3072 ESPE RM 2 RESET                                    25935     |
 NL0571| CO3071 ESPE RM 2                            29.699 METERS 26048     |
 NL0571| NL0579 AURELIA MUNICIPAL TANK              APPROX.10.4 KM 2660240.3 |
 NL0571| CO3069 ESPE AZ MK 2                                       2733126.3 |
 NL0571| CO3070 ESPE RM 1                            32.082 METERS 35625     |
 NL0571|---------------------------------------------------------------------|
 NL0571
 NL0571                          SUPERSEDED SURVEY CONTROL
 NL0571
 NL0571  NAD 83(1996)-  42 43 11.74437(N)    095 18 32.08879(W) AD(       ) 1
 NL0571  NAD 83(1986)-  42 43 11.74287(N)    095 18 32.08632(W) AD(       ) 1
 NL0571  NAD 27      -  42 43 11.81200(N)    095 18 31.08600(W) AD(       ) 1
 NL0571  NGVD 29 (07/19/86)  457.4    (m)         1501.     (f) VERT ANG       
 NL0571
 NL0571.Superseded values are not recommended for survey control.
 NL0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0571.See file dsdata.txt to determine how the superseded data were derived.
 NL0571
 NL0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1094832299(NAD 83)
 NL0571_MARKER: DS = TRIANGULATION STATION DISK
 NL0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0571
 NL0571  HISTORY     - Date     Condition        Report By
 NL0571  HISTORY     - 1940     MONUMENTED       CGS
 NL0571  HISTORY     - 1950     GOOD             CGS
 NL0571  HISTORY     - 1971     GOOD             NGS
 NL0571
 NL0571                          STATION DESCRIPTION
 NL0571
 NL0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0571'STATION IS LOCATED ABOUT 3 MILES NORTH OF ALTA, 8 MILES NORTHWEST
 NL0571'OF STORM LAKE, AND 6 MILES EAST OF AURELIA, AT THE NORTHWEST
 NL0571'CORNER OF SEC. 11, T 91 N, R 38 W, ON LAND OWNED AND OCCUPIED
 NL0571'BY H.A. ESPE.
 NL0571'
 NL0571'TO REACH STATION FROM THE JUNCTION OF COUNTY HIGHWAY C AND
 NL0571'STATE HIGHWAY 221, WHICH IS 5 MILES NORTH OF ALTA.  GO SOUTH ON
 NL0571'COUNTY HIGHWAY C FOR 1.9 MILES TO STATION ON THE EAST SIDE OF
 NL0571'THE ROAD, JUST WEST OF H.A. ESPES HOUSE.
 NL0571'
 NL0571'STATION MARK IS IN THE NORTHWEST CORNER OF A HOG LOT AND IS
 NL0571'SET IN CONCRETE 18 INCHES UNDERGROUND.  THE MARK IS STAMPED
 NL0571'ESPE 1940 AND IS 65 FEET EAST OF THE CENTER OF COUNTY HIGHWAY C,
 NL0571'75 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 32 FEET EAST OF
 NL0571'A FENCE, 47 FEET SOUTHEAST OF A POWER LINE POLE, 22.5 FEET
 NL0571'SOUTHWEST OF A 24-INCH MAPLE TREE, 24.2 FEET NORTHEAST OF
 NL0571'A 20-INCH POPLAR TREE AND 31.5 FEET NORTHWEST OF AN 18-INCH
 NL0571'OAK TREE.
 NL0571'
 NL0571'R.M. NO. 1 IS STAMPED ESPE NO. 1 1940 AND PROJECTS 6 INCHES.
 NL0571'IT IS 32 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 51 FEET
 NL0571'EAST OF THE CENTER OF COUNTY HIGHWAY C, 21 FEET EAST OF A
 NL0571'FENCE CORNER AND 1 FOOT SOUTH OF A FENCE.
 NL0571'
 NL0571'R.M. NO. 2 IS STAMPED ESPE NO. 2 AND PROJECTS 6 INCHES.  IT IS
 NL0571'35 FEET EAST OF THE CENTER OF COUNTY HIGHWAY C, 14 FEET NORTHWEST
 NL0571'OF A TELEPHONE POLE, 48 FEET SOUTH OF A FENCE CORNER AND 1 FOOT
 NL0571'WEST OF A FENCE.
 NL0571'
 NL0571'THE AZIMUTH MARK IS STAMPED ESPE 1940 AND PROJECTS 4 INCHES.
 NL0571'IT IS 3 FEET EAST OF A FENCE, 7 FEET SOUTHEAST OF A GATE POST,
 NL0571'36 FEET EAST OF THE CENTER OF COUNTY HIGHWAY C, 4 FEET EAST
 NL0571'NORTHEAST OF A TELEPHONE POLE AND 12 FEET SOUTH OF THE CENTER OF
 NL0571'A FARM LANE.
 NL0571'
 NL0571'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COUNTY
 NL0571'HIGHWAY C FOR 0.45 MILE TO A GATE ON THE LEFT, EAST SIDE OF THE
 NL0571'ROAD AND THE AZIMUTH MARK NEAR THE SOUTH GATE POST.
 NL0571'
 NL0571'NOTE.  THERE IS A WHITE REFERENCE POST 9 FEET EAST OF THE
 NL0571'STATION MARK.
 NL0571'
 NL0571'THERE IS A WHITE REFERENCE POST 2 FEET SOUTH OF THE AZIMUTH
 NL0571'MARK.
 NL0571'
 NL0571'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NL0571
 NL0571                          STATION RECOVERY (1950)
 NL0571
 NL0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0571'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 NL0571'CONDITION.  THE 1940 DESCRIPTION IS ADEQUATE EXCEPT THE 1950
 NL0571'DIRECTION TO REFERENCE MARK NO. 1 DID NOT CHECK WITH THE
 NL0571'1940 AND REFERENCE MARK NO. 2 IS WEST OF THE CENTERLINE OF COUNTY
 NL0571'ROUTE C RATHER THAN EAST AS STATED IN THE 1940 DESCRIPTION.
 NL0571'
 NL0571'A NEW TO REACH DESCRIPTION FOLLOWS.
 NL0571'
 NL0571'TO REACH FROM THE RAILROAD STATION IN ALTA, GO NORTH 0.05 MILE
 NL0571'TO STATE HIGHWAY 5, TURN LEFT (WEST) 0.3 MILE TO CROSSROADS,
 NL0571'TURN RIGHT (NORTH) ON COUNTY ROUTE C 2.55 MILES TO THE AZIMUTH
 NL0571'MARK ON THE RIGHT AT ENTRANCE TO A FIELD, CONTINUE NORTH 0.5 MILE
 NL0571'TO CROSSROADS AND THE STATION IN THE SOUTHEAST ANGLE OF THE
 NL0571'ROADS.
 NL0571'
 NL0571'OBSERVATIONS TAKEN FROM A 90 FT. TOWER.
 NL0571
 NL0571                          STATION RECOVERY (1971)
 NL0571
 NL0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0571'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 NL0571'WERE RECOVERED.  THE AZIMUTH MARK WAS RECOVERED AND FOUND
 NL0571'DESTROYED.  REFERENCE MARK 1 IS LEANING TO THE NORTH AND
 NL0571'THE DIRECTION DECREASED BY 1 MINUTE 42 SECONDS AND THE DISTANCE
 NL0571'WAS LONGER BY 0.14 OF A FOOT.  REFERENCE MARK 2 APPARENTLY HAS
 NL0571'BEEN RESET.  THE ARROW IS NOW POINTING 180 DEGREES FROM THE
 NL0571'STATION MARK.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 NL0571'DID NOT CHECK.  A NEW AZIMUTH MARK NO 2 WAS ESTABLISHED AT THIS
 NL0571'TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NL0571'
 NL0571'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF ALTA, 6 MILES EAST
 NL0571'OF AURELIA, AND 8 MILES NORTHWEST OF STORM LAKE, IN THE NORTHWEST
 NL0571'CORNER OF SECTION 11, T 91 N, R 38 W.
 NL0571'
 NL0571'TO REACH THE STATION FROM THE POST OFFICE IN ALTA, GO NORTH ON
 NL0571'CHEROKEE STREET FOR 100 YARDS TO 1ST STREET.  TURN LEFT AND
 NL0571'GO WEST FOR 0.2 MILES TO WEST HIGHWAY.  TURN RIGHT AND GO
 NL0571'NORTH CROSSING RAILROAD TRACKS FOR 0.05 MILES TO THE JUNCTION OF
 NL0571'STATE ROUTE 7.  WEST HIGHWAY ENDS AT THIS POINT.  CONTINUE NORTH
 NL0571'CROSSING ROUTE 7 TO WHERE M 31 GOES NORTH.  GO NORTH ON
 NL0571'M 31 FOR 3.15 MILES TO A GRAVELED CROSSROAD AND THE STATION
 NL0571'IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 NL0571'
 NL0571'TO REACH THE AZIMUTH MARK FROM THIS POINT TURN LEFT ON THE
 NL0571'GRAVELED ROAD AND GO WEST FOR 0.35 MILES TO THE AZIMUTH MARK
 NL0571'ON THE RIGHT.
 NL0571'
 NL0571'THE STATION MARKS ARE STANDARD DISKS STAMPED ESPE 1940.  THE
 NL0571'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 NL0571'MONUMENT THAT IS 5 INCHES UNDERGROUND.  IT IS 74 FEET SOUTH OF
 NL0571'THE CENTER OF THE GRAVELED ROAD, 65 FEET EAST OF THE CENTER
 NL0571'OF M 31, AND 5.5 FEET EAST OF A METAL WITNESS POST AND FENCE
 NL0571'LINE.  THERE IS AN UNDERGROUND MARK ACCORDING TO THE 1940
 NL0571'DATA.
 NL0571'
 NL0571'REFERENCE MARK 1, A STANDARD DISK STAMPED ESPE R.M. 1 1940, IS
 NL0571'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 NL0571'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 57 FEET
 NL0571'EAST OF THE CENTER OF M 31, 32 FEET NORTH OF THE CENTER OF
 NL0571'THE GRAVELED ROAD, AND 17 FEET EAST-SOUTHEAST OF AN UNDERGROUND
 NL0571'TELEPHONE CABLE MARKER NO 6031.
 NL0571'
 NL0571'REFERENCE MARK 2, A STANDARD DISK STAMPED ESPE R.M. 2 1940, IS
 NL0571'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 NL0571'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET WEST OF THE
 NL0571'CENTER OF M 31, 16 FEET NORTHEAST OF A POWER LINE POLE, AND 12
 NL0571'FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS ABOUT 5 FEET
 NL0571'LOWER THAN THE SURFACE OF ROUTE M 31.
 NL0571'
 NL0571'AZIMUTH MARK NO 2, A STANDARD DISK STAMPED ESPE 1940 NO 2 1971,
 NL0571'IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NL0571'WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 30
 NL0571'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 27 FEET EAST OF
 NL0571'THE CENTER OF A DRIVEWAY LEADING TO THE RESIDENCE OF ARNOLD
 NL0571'KJOLHEDE, 1 FOOT SOUTH-SOUTHEAST OF A METAL WITNESS POST, AND 1
 NL0571'FOOT SOUTH OF A EAST-WEST FENCE LINE.
 NL0571'
 NL0571'HEIGHT OF LIGHT ABOVE STATION MARK 22.49 METERS.
 NL0571'
 NL0571'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH
 NL0571'OF ALTA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1047 ***********************************************************************
 OP1047  DESIGNATION -  ESTHERVILLE 2
 OP1047  PID         -  OP1047
 OP1047  STATE/COUNTY-  IA/EMMET
 OP1047  USGS QUAD   -  ESTHERVILLE (1972)
 OP1047
 OP1047                         *CURRENT SURVEY CONTROL
 OP1047  ___________________________________________________________________
 OP1047* NAD 83(1996)-  43 24 11.36699(N)    094 50 08.28930(W)     ADJUSTED  
 OP1047* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 OP1047  ___________________________________________________________________
 OP1047  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 OP1047  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 OP1047
 OP1047  HORZ ORDER  -  SECOND
 OP1047
 OP1047.The horizontal coordinates were established by classical geodetic methods
 OP1047.and adjusted by the National Geodetic Survey in May 1999..
 OP1047.No horizontal observational check was made to the station.
 OP1047
 OP1047.The orthometric height was scaled from a topographic map.
 OP1047
 OP1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1047
 OP1047.The geoid height was determined by GEOID03.
 OP1047
 OP1047;                    North         East     Units Scale Factor Converg.
 OP1047;SPC IA N     - 1,212,260.961 1,391,807.202   MT  1.00002780   -0 54 18.8
 OP1047;SPC MN S     -   145,143.485   732,302.760   MT  1.00010401   -0 35 08.6
 OP1047;UTM  15      - 4,807,222.703   351,360.814   MT  0.99987177   -1 15 41.6
 OP1047
 OP1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1047!SPC IA N     -   0.99994232  x   1.00002780  =   0.99997012
 OP1047!SPC MN S     -   0.99994232  x   1.00010401  =   1.00004632
 OP1047!UTM  15      -   0.99994232  x   0.99987177  =   0.99981410
 OP1047
 OP1047:                Primary Azimuth Mark                     Grid Az
 OP1047:SPC IA N     -  ESTHERVILLE 2 AZ MK                      004 46 00.2
 OP1047:SPC MN S     -  ESTHERVILLE 2 AZ MK                      004 26 50.0
 OP1047:UTM  15      -  ESTHERVILLE 2 AZ MK                      005 07 23.0
 OP1047
 OP1047|---------------------------------------------------------------------|
 OP1047| PID    Reference Object                     Distance      Geod. Az  |
 OP1047|                                                           dddmmss.s |
 OP1047| CI6291 ESTHERVILLE 2 AZ MK                                0035141.4 |
 OP1047| CI6289 ESTHERVILLE RM 1                     31.663 METERS 06639     |
 OP1047| CI6290 ESTHERVILLE RM 2                     50.015 METERS 13539     |
 OP1047| OP0157 ESTHERVILLE                          25.006 METERS 18352     |
 OP1047| OP0169 ESTHERVILLE MAGNETIC STATION         27.938 METERS 35334     |
 OP1047|---------------------------------------------------------------------|
 OP1047
 OP1047                          SUPERSEDED SURVEY CONTROL
 OP1047
 OP1047  NAD 83(1996)-  43 24 11.36698(N)    094 50 08.28931(W) AD(       ) 2
 OP1047  NAD 83(1986)-  43 24 11.36083(N)    094 50 08.27991(W) AD(       ) 2
 OP1047  NAD 27      -  43 24 11.51250(N)    094 50 07.32520(W) AD(       ) 2
 OP1047
 OP1047.Superseded values are not recommended for survey control.
 OP1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1047.See file dsdata.txt to determine how the superseded data were derived.
 OP1047
 OP1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5136107223(NAD 83)
 OP1047_MARKER: DS = TRIANGULATION STATION DISK
 OP1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1047_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP1047
 OP1047  HISTORY     - Date     Condition        Report By
 OP1047  HISTORY     - 1958     MONUMENTED       CGS
 OP1047
 OP1047                          STATION DESCRIPTION
 OP1047
 OP1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 OP1047'STATION IS LOCATED SOUTHEAST OF THE NEW EMMET COUNTY COURTHOUSE
 OP1047'IN THE SW 1/4 OF SEC. 11, T 39 N, R 34 W, IN THE TOWN OF
 OP1047'ESTHERVILLE, ABOUT 82 FEET NORTH OF THE CENTER OF 1ST AVENUE
 OP1047'N, 68 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF NEW COURTHOUSE,
 OP1047'41 FEET NORTHWEST OF A STREET LAMPPOST, 32 FEET WEST OF THE
 OP1047'WEST CURB OF N 7TH STREET, AND 2.5 FEET NORTHEAST OF THE
 OP1047'NORTHEAST EDGE OF A SIDEWALK LEADING NORTHWEST TO THE COURTHOUSE.
 OP1047'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 OP1047'DISK IS STAMPED ESTHERVILLE 2 1958.
 OP1047'
 OP1047'REFERENCE MARK NO. 1 IS 19 FEET SOUTH OF A LAMPPOST, 11.5 FEET
 OP1047'WEST-NORTHWEST OF THE NORTHWEST CORNER OF CEMENT BLOCK AND BRICK
 OP1047'BUILDING AT 104 N 7TH STREET, AND 1.5 FEET EAST OF THE EAST CURB
 OP1047'OF N 7TH STREET.  THE MARK IS FLUSH WITH THE CONCRETE SIDEWALK
 OP1047'AND THE DISK IS STAMPED ESTHERVILLE NO 1 1934.  (THE ARROW
 OP1047'DOESNT POINT TO THE NEW STATION.)
 OP1047'
 OP1047'REFERENCE MARK NO. 2 IS 17.5 FEET EAST OF THE EAST CURB OF
 OP1047'N 7TH STREET, 14 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF
 OP1047'BRICK BUILDING, AND 7 FEET SOUTH OF THE SOUTH CURB OF 1ST
 OP1047'AVENUE N.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 OP1047'AND THE DISK IS STAMPED ESTHERVILLE NO 2 1934.  (THE ARROW DOESNT
 OP1047'POINT TO THE NEW STATION.)
 OP1047'
 OP1047'THE USC AND GS MAGNETIC STATION IS NORTH OF THE STATION, 62 FEET
 OP1047'NORTHEAST OF THE SOUTHEAST CORNER OF NEW COURTHOUSE, 43 FEET
 OP1047'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE NEW COURTHOUSE,
 OP1047'15.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL BRICK
 OP1047'BUILDING HOUSING GAS METER, AND 40.5 FEET WEST OF THE WEST
 OP1047'CURB OF N 7TH STREET.  THIS IS A STANDARD USC AND GS MAGNETIC
 OP1047'DISK SET IN A 6 X 6 CONCRETE POST WHICH IS ABOUT 12 INCHES
 OP1047'BELOW THE SURFACE OF THE GROUND.  THE AZIMUTH POST FOR THE
 OP1047'MAGNETIC STATION ABOUT 400 FEET SOUTH WAS RECOVERED IN GOOD
 OP1047'CONDITION, ALSO.
 OP1047'
 OP1047'AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION IN THE SOUTHWEST
 OP1047'CORNER OF THE INTERSECTION OF A CONCRETE DRIVEWAY TO A HOUSE
 OP1047'AND THE SIDEWALK, 108 FEET SOUTH OF SOUTH CURB OF 5TH AVENUE
 OP1047'N, AND 13 FEET EAST OF THE EAST CURB OF N 7TH STREET.  THE MARK
 OP1047'IS FLUSH WITH THE LEVEL OF THE SIDEWALK AND THE DISK IS STAMPED
 OP1047'ESTHERVILLE 2 1958.
 OP1047'
 OP1047'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0169 ***********************************************************************
 OP0169  DESIGNATION -  ESTHERVILLE MAGNETIC STATION
 OP0169  PID         -  OP0169
 OP0169  STATE/COUNTY-  IA/EMMET
 OP0169  USGS QUAD   -  ESTHERVILLE (1972)
 OP0169
 OP0169                         *CURRENT SURVEY CONTROL
 OP0169  ___________________________________________________________________
 OP0169* NAD 83(1996)-  43 24 12.26657(N)    094 50 08.42837(W)     ADJUSTED  
 OP0169* NAVD 88     -       396.215  (meters)    1299.92   (feet)  ADJUSTED  
 OP0169  ___________________________________________________________________
 OP0169  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 OP0169  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 OP0169  DYNAMIC HT  -         396.105 (meters)    1299.55  (feet)  COMP
 OP0169  MODELED GRAV-     980,331.4   (mgal)                       NAVD 88
 OP0169
 OP0169  HORZ ORDER  -  SECOND
 OP0169  VERT ORDER  -  SECOND    CLASS 0
 OP0169
 OP0169.The horizontal coordinates were established by classical geodetic methods
 OP0169.and adjusted by the National Geodetic Survey in May 1999..
 OP0169
 OP0169.The orthometric height was determined by differential leveling
 OP0169.and adjusted by the National Geodetic Survey in June 1991..
 OP0169
 OP0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0169
 OP0169.The geoid height was determined by GEOID03.
 OP0169
 OP0169.The dynamic height is computed by dividing the NAVD 88
 OP0169.geopotential number by the normal gravity value computed on the
 OP0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0169.degrees latitude (g = 980.6199 gals.).
 OP0169
 OP0169.The modeled gravity was interpolated from observed gravity values.
 OP0169
 OP0169;                    North         East     Units Scale Factor Converg.
 OP0169;SPC IA N     - 1,212,288.769 1,391,804.512   MT  1.00002785   -0 54 18.9
 OP0169;SPC MN S     -   145,171.281   732,299.915   MT  1.00010393   -0 35 08.7
 OP0169;UTM  15      - 4,807,250.524   351,358.297   MT  0.99987178   -1 15 41.7
 OP0169
 OP0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0169!SPC IA N     -   0.99994230  x   1.00002785  =   0.99997015
 OP0169!SPC MN S     -   0.99994230  x   1.00010393  =   1.00004623
 OP0169!UTM  15      -   0.99994230  x   0.99987178  =   0.99981409
 OP0169
 OP0169                          SUPERSEDED SURVEY CONTROL
 OP0169
 OP0169  NAD 83(1996)-  43 24 12.26657(N)    094 50 08.42838(W) AD(       ) 2
 OP0169  NAD 83(1986)-  43 24 12.26078(N)    094 50 08.41899(W) AD(       ) 2
 OP0169  NAD 27      -  43 24 12.41270(N)    094 50 07.46430(W) AD(       ) 2
 OP0169  NGVD 29 (??/??/92)  396.094  (m)         1299.52   (f) ADJ UNCH    2 0
 OP0169
 OP0169.Superseded values are not recommended for survey control.
 OP0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0169.See file dsdata.txt to determine how the superseded data were derived.
 OP0169
 OP0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5135807251(NAD 83)
 OP0169_MARKER: DB = BENCH MARK DISK
 OP0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0169_STAMPING: NORTH
 OP0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0169+STABILITY: SURFACE MOTION
 OP0169
 OP0169  HISTORY     - Date     Condition        Report By
 OP0169  HISTORY     - 1934     MONUMENTED       CGS
 OP0169  HISTORY     - 1934     GOOD             NGS
 OP0169
 OP0169                          STATION DESCRIPTION
 OP0169
 OP0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0169'STATION IS LOCATED SOUTHEAST OF THE NEW EMMET COUNTY COURTHOUSE
 OP0169'IN THE SW 1/4 OF SEC. 11, T 39 N, R 34 W, IN THE TOWN OF
 OP0169'ESTHERVILLE.
 OP0169'
 OP0169'THE USC AND GS MAGNETIC STATION IS NORTH OF STATION ESTHERVILLE 2, 62
 OP0169'FEET NORTHEAST OF THE SOUTHEAST CORNER OF NEW COURTHOUSE, 43 FEET
 OP0169'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE NEW COURTHOUSE,
 OP0169'15.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL BRICK
 OP0169'BUILDING HOUSING GAS METER, AND 40.5 FEET WEST OF THE WEST
 OP0169'CURB OF N 7TH STREET.  THIS IS A STANDARD USC AND GS MAGNETIC
 OP0169'DISK SET IN A 6 X 6 CONCRETE POST WHICH IS ABOUT 12 INCHES
 OP0169'BELOW THE SURFACE OF THE GROUND.
 OP0169
 OP0169                          STATION RECOVERY (1934)
 OP0169
 OP0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 OP0169'IN ESTHERVILLE.
 OP0169'AT ESTHERVILLE, EMMET COUNTY, NORTHEAST OF THE COUNTY COURTHOUSE, IN
 OP0169'THE NORTH TRIANGLE OF COURTHOUSE SQUARE, 140.2 FEET EAST OF THE EAST
 OP0169'EDGE OF THE SIDEWALK PARALLELING DES MOINES STREET, 164.4 FEET
 OP0169'NORTHEAST OF THE NORTHEAST CORNER OF THE COURTHOUSE, 131.1 FEET
 OP0169'SOUTHEAST OF A MONUMENT, 72.3 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 OP0169'A PARK SIDEWALK, 52.3 FEET NORTHEAST OF THE NORTHEAST EDGE OF A PARK
 OP0169'WALK, AND 34.1 FEET WEST OF THE WEST EDGE OF THE SIDEWALK PARALLELING
 OP0169'NORTH SEVENTH STREET.  A STANDARD MAGNETIC-STATION DISK, STAMPED NORTH
 OP0169'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1048 ***********************************************************************
 OP1048  DESIGNATION -  ESTHERVILLE MUNICIPAL TANK
 OP1048  PID         -  OP1048
 OP1048  STATE/COUNTY-  IA/EMMET
 OP1048  USGS QUAD   -  ESTHERVILLE (1972)
 OP1048
 OP1048                         *CURRENT SURVEY CONTROL
 OP1048  ___________________________________________________________________
 OP1048* NAD 83(1996)-  43 24 51.15993(N)    094 49 52.07700(W)     ADJUSTED  
 OP1048* NAVD 88     -                                                        
 OP1048  ___________________________________________________________________
 OP1048  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 OP1048  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 OP1048
 OP1048  HORZ ORDER  -  THIRD
 OP1048
 OP1048.The horizontal coordinates were established by classical geodetic methods
 OP1048.and adjusted by the National Geodetic Survey in May 1999..
 OP1048
 OP1048
 OP1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1048
 OP1048.The geoid height was determined by GEOID03.
 OP1048
 OP1048;                    North         East     Units Scale Factor Converg.
 OP1048;SPC IA N     - 1,213,483.152 1,392,191.307   MT  1.00003030   -0 54 07.8
 OP1048;SPC MN S     -   146,367.890   732,680.070   MT  1.00010038   -0 34 57.2
 OP1048;UTM  15      - 4,808,442.289   351,752.452   MT  0.99987034   -1 15 31.3
 OP1048
 OP1048                          SUPERSEDED SURVEY CONTROL
 OP1048
 OP1048  NAD 83(1996)-  43 24 51.15992(N)    094 49 52.07701(W) AD(       ) 4
 OP1048  NAD 83(1986)-  43 24 51.15365(N)    094 49 52.06755(W) AD(       ) 4
 OP1048  NAD 27      -  43 24 51.30700(N)    094 49 51.11300(W) AD(       ) 3
 OP1048
 OP1048.Superseded values are not recommended for survey control.
 OP1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1048.See file dsdata.txt to determine how the superseded data were derived.
 OP1048
 OP1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5175208442(NAD 83)
 OP1048_MARKER: 53 = ELEVATED TANK
 OP1048
 OP1048  HISTORY     - Date     Condition        Report By
 OP1048  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP1048
 OP1048                          STATION DESCRIPTION
 OP1048
 OP1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1048'THIS STATION IS THE SQUAT SILVER MUNICIPAL TANK OF ESTHERVILLE,
 OP1048'IOWA.  IT IS LOCATED IN THE NORTHERN PART OF THE TOWN OF
 OP1048'ESTHERVILLE, ON THE N SIDE OF CEDAR STREET, BETWEEN N EIGHTH
 OP1048'AND N NINTH STREETS, THE LATTER OF WHICH IS STATE HIGHWAY
 OP1048'27.  IT STANDS BACK OF HOUSES WHICH ARE ON THE S AND E SIDES
 OP1048'OF THE TANK, AND IS IN A LOCKED ENCLOSURE.  THE TANK WAS
 OP1048'ERECTED IN 1932.
 OP1048'
 OP1048'THE TANK HAS SIX GREEN TRUSSWORK LEGS ABOUT 50 FEET HIGH.
 OP1048'AN OVAL SECTION EXTENDS DOWNWARD FROM THE UPPER ENDS OF THE LEGS
 OP1048'ABOUT 15 FEET, FROM THE CENTER OF WHICH A 30-INCH FEED PIPE
 OP1048'JACKET, SILVER IN COLOR, EXTENDS TO THE GROUND.  THE SILVER
 OP1048'VERTICAL SECTION EXTENDS UPWARD FROM THE JUNCTION POINT OF
 OP1048'THE LEGS WITH THE TANK, ABOUT 24 FEET HIGH.  THERE IS A GREEN
 OP1048'CATWALK WITH RAIL AT ITS BASE.  THE GREEN ROOF OF THE TANK
 OP1048'IS SLIGHTLY CONICAL AND IS ABOUT 5 FEET HIGH.  AT ITS APEX
 OP1048'THERE IS A SILVER BALL ON TOP OF WHICH THERE IS AN URN SHAPED
 OP1048'LIGHT.  THE TOTAL HEIGHT IS ABOUT 80 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1158 ***********************************************************************
 OP1158  DESIGNATION -  ESTHPORT
 OP1158  PID         -  OP1158
 OP1158  STATE/COUNTY-  IA/EMMET
 OP1158  USGS QUAD   -  GRUVER (1980)
 OP1158
 OP1158                         *CURRENT SURVEY CONTROL
 OP1158  ___________________________________________________________________
 OP1158* NAD 83(1996)-  43 24 15.41006(N)    094 44 45.17544(W)     ADJUSTED  
 OP1158* NAVD 88     -       400.7    (meters)    1315.     (feet)  VERTCON   
 OP1158  ___________________________________________________________________
 OP1158  X           -    -384,019.925 (meters)                     COMP
 OP1158  Y           -  -4,625,563.223 (meters)                     COMP
 OP1158  Z           -   4,360,497.448 (meters)                     COMP
 OP1158  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 OP1158  ELLIP HEIGHT-         372.33  (meters)          (05/06/99) GPS OBS
 OP1158  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 OP1158
 OP1158  HORZ ORDER  -  THIRD
 OP1158  ELLP ORDER  -  FOURTH    CLASS I
 OP1158
 OP1158.This mark is at Estherville Municipal Airport (EST)
 OP1158
 OP1158.The horizontal coordinates were established by GPS observations
 OP1158.and adjusted by the National Geodetic Survey in May 1999..
 OP1158
 OP1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1158
 OP1158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1158
 OP1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1158
 OP1158.The ellipsoidal height was determined by GPS observations
 OP1158.and is referenced to NAD 83.
 OP1158
 OP1158.The geoid height was determined by GEOID03.
 OP1158
 OP1158;                    North         East     Units Scale Factor Converg.
 OP1158;SPC IA N     - 1,212,274.717 1,399,078.980   MT  1.00002805   -0 50 39.8
 OP1158;UTM  15      - 4,807,191.296   358,631.306   MT  0.99984584   -1 11 59.5
 OP1158
 OP1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1158!SPC IA N     -   0.99994162  x   1.00002805  =   0.99996966
 OP1158!UTM  15      -   0.99994162  x   0.99984584  =   0.99978747
 OP1158
 OP1158:                Primary Azimuth Mark                     Grid Az
 OP1158:SPC IA N     -  ESTHPORT AZ MK                           350 06 23.4
 OP1158:UTM  15      -  ESTHPORT AZ MK                           350 27 43.1
 OP1158
 OP1158|---------------------------------------------------------------------|
 OP1158| PID    Reference Object                     Distance      Geod. Az  |
 OP1158|                                                           dddmmss.s |
 OP1158| OP1159 ESTHPORT AZ MK                      APPROX. 0.7 KM 3491543.6 |
 OP1158|---------------------------------------------------------------------|
 OP1158
 OP1158                          SUPERSEDED SURVEY CONTROL
 OP1158
 OP1158  NAD 83(1996)-  43 24 15.41006(N)    094 44 45.17544(W) AD(       ) 3
 OP1158  NAD 83(1986)-  43 24 15.40608(N)    094 44 45.16590(W) AD(       ) 3
 OP1158  NGVD 29 (07/09/90)  400.6    (m)         1314.     (f) GPS OBS        
 OP1158
 OP1158.Superseded values are not recommended for survey control.
 OP1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1158.See file dsdata.txt to determine how the superseded data were derived.
 OP1158
 OP1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5863107191(NAD 83)
 OP1158_MARKER: I = METAL ROD
 OP1158_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OP1158_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OP1158_STAMPING: ESTHPORT 1989
 OP1158_MARK LOGO: NGS   
 OP1158_PROJECTION: FLUSH
 OP1158_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1158+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1990
 OP1158_ROD/PIPE-DEPTH: 8.7  meters
 OP1158_SLEEVE-DEPTH  : 0.91 meters
 OP1158
 OP1158  HISTORY     - Date     Condition        Report By
 OP1158  HISTORY     - 1989     MONUMENTED       NGS
 OP1158  HISTORY     - 19900718 GOOD
 OP1158
 OP1158                          STATION DESCRIPTION
 OP1158
 OP1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OP1158'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) EAST OF ESTHERVILLE, AT
 OP1158'THE ESTHERVILLE MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE ENTRANCE
 OP1158'RAMP AND RUNWAY.  OWNERSHIP--CITY OF ESTHERVILLE, ESTHERVILLE, IA
 OP1158'51334, PHONE (712) 362-7771.  THE AIRPORT MANAGER IS STEVE PRITTS,
 OP1158'PHONE (712) 362-2761.
 OP1158'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 4 IN
 OP1158'ESTHERVILLE, GO EAST ON STATE HIGHWAY 9 FOR 6.9 KM (4.30 MI) TO THE
 OP1158'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTH, FOR 0.45 KM
 OP1158'(0.30 MI) TO THE ROADS END AND A ENTRANCE GATE FOR THE APRON.
 OP1158'CONTINUE AHEAD THROUGH THE GATE ONTO THE APRON AND THE ENTRANCE RAMP
 OP1158'TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE LEFT.
 OP1158'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 OP1158'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 OP1158'SURROUNDED BY CONCRETE.  LOCATED 21.0 M (68.9 FT) WEST OF THE CENTER
 OP1158'OF THE RUNWAY, 15.0 M (49.2 FT) NORTH OF THE CENTER OF THE RAMP, 6.8 M
 OP1158'(22.3 FT) SOUTHWEST OF AN ENTRANCE RAMP BEACON LIGHT AND 6.8 M
 OP1158'(22.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 OP1158'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OP1158'DESCRIBED BY M. L. MCCREADY.
 OP1158
 OP1158                          STATION RECOVERY (1990)
 OP1158
 OP1158'RECOVERED 1990
 OP1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1159 ***********************************************************************
 OP1159  DESIGNATION -  ESTHPORT AZ MK
 OP1159  PID         -  OP1159
 OP1159  STATE/COUNTY-  IA/EMMET
 OP1159  USGS QUAD   -  GRUVER (1980)
 OP1159
 OP1159                         *CURRENT SURVEY CONTROL
 OP1159  ___________________________________________________________________
 OP1159* NAD 83(1996)-  43 24 36.76908(N)    094 44 50.73136(W)     ADJUSTED  
 OP1159* NAVD 88     -       401.3    (meters)    1317.     (feet)  VERTCON   
 OP1159  ___________________________________________________________________
 OP1159  X           -    -384,107.064 (meters)                     COMP
 OP1159  Y           -  -4,625,101.880 (meters)                     COMP
 OP1159  Z           -   4,360,976.772 (meters)                     COMP
 OP1159  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 OP1159  ELLIP HEIGHT-         372.94  (meters)          (05/06/99) GPS OBS
 OP1159  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 OP1159
 OP1159  HORZ ORDER  -  THIRD
 OP1159  ELLP ORDER  -  FOURTH    CLASS I
 OP1159
 OP1159.This mark is at Estherville Municipal Airport (EST)
 OP1159
 OP1159.The horizontal coordinates were established by GPS observations
 OP1159.and adjusted by the National Geodetic Survey in May 1999..
 OP1159
 OP1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1159
 OP1159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1159
 OP1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1159
 OP1159.The ellipsoidal height was determined by GPS observations
 OP1159.and is referenced to NAD 83.
 OP1159
 OP1159.The geoid height was determined by GEOID03.
 OP1159
 OP1159;                    North         East     Units Scale Factor Converg.
 OP1159;SPC IA N     - 1,212,935.675 1,398,963.702   MT  1.00002939   -0 50 43.6
 OP1159;UTM  15      - 4,807,852.835   358,520.152   MT  0.99984622   -1 12 03.8
 OP1159
 OP1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1159!SPC IA N     -   0.99994152  x   1.00002939  =   0.99997091
 OP1159!UTM  15      -   0.99994152  x   0.99984622  =   0.99978775
 OP1159
 OP1159:                Primary Azimuth Mark                     Grid Az
 OP1159:SPC IA N     -  ESTHPORT                                 170 06 23.4
 OP1159:UTM  15      -  ESTHPORT                                 170 27 43.6
 OP1159
 OP1159|---------------------------------------------------------------------|
 OP1159| PID    Reference Object                     Distance      Geod. Az  |
 OP1159|                                                           dddmmss.s |
 OP1159| OP1158 ESTHPORT                            APPROX. 0.7 KM 1691539.8 |
 OP1159|---------------------------------------------------------------------|
 OP1159
 OP1159                          SUPERSEDED SURVEY CONTROL
 OP1159
 OP1159  NAD 83(1996)-  43 24 36.76908(N)    094 44 50.73136(W) AD(       ) 3
 OP1159  NAD 83(1986)-  43 24 36.76538(N)    094 44 50.72193(W) AD(       ) 3
 OP1159  NGVD 29 (07/09/90)  401.2    (m)         1316.     (f) GPS OBS        
 OP1159
 OP1159.Superseded values are not recommended for survey control.
 OP1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1159.See file dsdata.txt to determine how the superseded data were derived.
 OP1159
 OP1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5852007853(NAD 83)
 OP1159_MARKER: I = METAL ROD
 OP1159_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OP1159_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OP1159_STAMPING: ESTHPORT AZ MK 1989
 OP1159_MARK LOGO: NGS   
 OP1159_PROJECTION: FLUSH
 OP1159_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1159+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OP1159_ROD/PIPE-DEPTH: 5.8  meters
 OP1159_SLEEVE-DEPTH  : 0.91 meters
 OP1159
 OP1159  HISTORY     - Date     Condition        Report By
 OP1159  HISTORY     - 1989     MONUMENTED       NGS
 OP1159
 OP1159                          STATION DESCRIPTION
 OP1159
 OP1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OP1159'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) EAST OF ESTHERVILLE, AT
 OP1159'THE ESTHERVILLE MUNICIPAL AIRPORT AND ON THE SOUTH SIDE OF A
 OP1159'TURN-AROUND FOR RUNWAY 6.  OWNERSHIP--CITY OF ESTHERVILLE,
 OP1159'ESTHERVILLE, IA 51334, PHONE (712) 362-7771.  THE AIRPORT MANAGER IS
 OP1159'STEVE PRITTS, PHONE (712) 362-2761.
 OP1159'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 9 IN
 OP1159'ESTHERVILLE, GO EAST ON STATE HIGHWAY 9 FOR 6.9 KM (4.30 MI) TO THE
 OP1159'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTH, ON THE ENTRANCE
 OP1159'ROAD FOR 0.45 KM (0.30 MI) TO THE ROADS END AND A GATE ON THE LEFT.
 OP1159'TURN LEFT, THROUGH THE GATE, ONTO THE APRON AND ENTRANCE RAMP TO THE
 OP1159'JUNCTION OF THE RUNWAY.  TURN LEFT, NORTH, FOR 0.75 KM (0.45 MI) TO
 OP1159'THE SOUTH END OF A TURN-AROUND FOR RUNWAY 6 AND THE STATION ON THE
 OP1159'LEFT.
 OP1159'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 OP1159'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 OP1159'SURROUNDED BY CONCRETE.  LOCATED 18.8 M (61.7 FT) EAST OF THE CENTER
 OP1159'OF THE RUNWAY, 18.3 M (60.0 FT) WEST-SOUTHWEST OF THE SOUTHEAST CORNER
 OP1159'OF THE TURN-AROUND, 3.25 M (10.7 FT) SOUTHEAST OF THE CURVED EDGE OF
 OP1159'THE TURN-AROUND AND 3.2 M (10.5 FT) SOUTHEAST OF A FIBERGLASS WITNESS
 OP1159'POST.
 OP1159'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OP1159'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0714 ***********************************************************************
 MH0714  DESIGNATION -  ET 1 DHB
 MH0714  PID         -  MH0714
 MH0714  STATE/COUNTY-  IA/JASPER
 MH0714  USGS QUAD   -  KELLOGG (1980)
 MH0714
 MH0714                         *CURRENT SURVEY CONTROL
 MH0714  ___________________________________________________________________
 MH0714* NAD 83(1996)-  41 44 46.70597(N)    092 59 47.52247(W)     ADJUSTED  
 MH0714* NAVD 88     -       295.49   (+/-2cm)     969.5    (feet)  VERTCON   
 MH0714  ___________________________________________________________________
 MH0714  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 MH0714  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 MH0714
 MH0714  HORZ ORDER  -  THIRD
 MH0714  VERT ORDER  -  THIRD ? (See Below)
 MH0714
 MH0714.The horizontal coordinates were established by classical geodetic methods
 MH0714.and adjusted by the National Geodetic Survey in May 1999..
 MH0714
 MH0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0714.The vertical order pertains to the NGVD 29 superseded value.
 MH0714
 MH0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0714
 MH0714.The geoid height was determined by GEOID03.
 MH0714
 MH0714;                    North         East     Units Scale Factor Converg.
 MH0714;SPC IA S     -   194,051.761   541,877.310   MT  0.99999364   +0 19 53.9
 MH0714;UTM  15      - 4,621,609.636   500,288.182   MT  0.99960000   +0 00 08.3
 MH0714
 MH0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0714!SPC IA S     -   0.99995865  x   0.99999364  =   0.99995229
 MH0714!UTM  15      -   0.99995865  x   0.99960000  =   0.99955866
 MH0714
 MH0714:                Primary Azimuth Mark                     Grid Az
 MH0714:SPC IA S     -  NEWTON CO HOME WT                        175 01 08.2
 MH0714:UTM  15      -  NEWTON CO HOME WT                        175 20 53.8
 MH0714
 MH0714|---------------------------------------------------------------------|
 MH0714| PID    Reference Object                     Distance      Geod. Az  |
 MH0714|                                                           dddmmss.s |
 MH0714| CS4091 NEWTON CO HOME WT                                  1752102.1 |
 MH0714|---------------------------------------------------------------------|
 MH0714
 MH0714                          SUPERSEDED SURVEY CONTROL
 MH0714
 MH0714  NAD 83(1986)-  41 44 46.68993(N)    092 59 47.49252(W) AD(       ) 3
 MH0714  NGVD 29 (05/22/90)  295.46   (m)          969.4    (f) LEVELING    3  
 MH0714
 MH0714.Superseded values are not recommended for survey control.
 MH0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0714.See file dsdata.txt to determine how the superseded data were derived.
 MH0714
 MH0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG0028821610(NAD 83)
 MH0714_MARKER: DE = TRAVERSE STATION DISK
 MH0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0714_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0714+STABILITY: SURFACE MOTION
 MH0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0714+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2002
 MH0714
 MH0714  HISTORY     - Date     Condition        Report By
 MH0714  HISTORY     - 1964     MONUMENTED       USGS
 MH0714  HISTORY     - 20020704 GOOD             INDIV
 MH0714
 MH0714                          STATION DESCRIPTION
 MH0714
 MH0714'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0714'T. 80 N., R. 18 W., NEAR NE. COR NW1/4 NW1/4 SEC. 18,
 MH0714'1056 FT E. OF CROSSROADS, 32 FT S. OF CENTER OF RD.,
 MH0714'10 FT E. OF CENTER OF FIELD ENTRANCE S., 2.3 FT NE.
 MH0714'OF GATE POST, IN CONCRETE POST, STANDARD TABLET
 MH0714'STAMPED---ET 1 DHB 1964--- AZIMUTH TO NEWTON
 MH0714'COUNTY HOME W.T. 354 21 15.
 MH0714
 MH0714                          STATION RECOVERY (2002)
 MH0714
 MH0714'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SAM)
 MH0714'USING HANDHELD GPS RECEIVER, TOOK LOCATION OF MARKER
 MH0714'N 41 * 44.780, W 092 * 59.792, ALTITUDE 963 FEET
 MH0714' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0904 ***********************************************************************
 NJ0904  DESIGNATION -  ET 1 GT
 NJ0904  PID         -  NJ0904
 NJ0904  STATE/COUNTY-  IA/JACKSON
 NJ0904  USGS QUAD   -  LEISURE LAKE (1980)
 NJ0904
 NJ0904                         *CURRENT SURVEY CONTROL
 NJ0904  ___________________________________________________________________
 NJ0904* NAD 83(1996)-  42 14 26.32912(N)    090 45 07.69567(W)     ADJUSTED  
 NJ0904* NAVD 88     -       282.86   (+/-2cm)     928.0    (feet)  VERTCON   
 NJ0904  ___________________________________________________________________
 NJ0904  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 NJ0904  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 NJ0904
 NJ0904  HORZ ORDER  -  THIRD
 NJ0904  VERT ORDER  -  THIRD ? (See Below)
 NJ0904
 NJ0904.The horizontal coordinates were established by classical geodetic methods
 NJ0904.and adjusted by the National Geodetic Survey in May 1999..
 NJ0904
 NJ0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0904.The vertical order pertains to the NGVD 29 superseded value.
 NJ0904
 NJ0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0904
 NJ0904.The geoid height was determined by GEOID03.
 NJ0904
 NJ0904;                    North         East     Units Scale Factor Converg.
 NJ0904;SPC IA N     - 1,085,953.787 1,726,756.631   MT  0.99997297   +1 51 44.5
 NJ0904;UTM  15      - 4,678,941.920   685,464.209   MT  1.00002324   +1 30 41.6
 NJ0904
 NJ0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0904!SPC IA N     -   0.99996072  x   0.99997297  =   0.99993369
 NJ0904!UTM  15      -   0.99996072  x   1.00002324  =   0.99998396
 NJ0904
 NJ0904:                Primary Azimuth Mark                     Grid Az
 NJ0904:SPC IA N     -  E GABLE OF BARN                          061 28 42.6
 NJ0904:UTM  15      -  E GABLE OF BARN                          061 49 45.5
 NJ0904
 NJ0904|---------------------------------------------------------------------|
 NJ0904| PID    Reference Object                     Distance      Geod. Az  |
 NJ0904|                                                           dddmmss.s |
 NJ0904| CJ8086 E GABLE OF BARN                                    0632027.1 |
 NJ0904| CJ8085 E GABLE HOUSE                                      3303436.1 |
 NJ0904|---------------------------------------------------------------------|
 NJ0904
 NJ0904                          SUPERSEDED SURVEY CONTROL
 NJ0904
 NJ0904  NAD 83(1986)-  42 14 26.33268(N)    090 45 07.69445(W) AD(       ) 3
 NJ0904  NAD 27      -  42 14 26.29165(N)    090 45 07.21308(W) AD(       ) 3
 NJ0904  NGVD 29 (07/19/86)  282.90   (m)          928.1    (f) LEVELING    3  
 NJ0904
 NJ0904.Superseded values are not recommended for survey control.
 NJ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0904.See file dsdata.txt to determine how the superseded data were derived.
 NJ0904
 NJ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG8546478942(NAD 83)
 NJ0904_MARKER: DE = TRAVERSE STATION DISK
 NJ0904_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NJ0904
 NJ0904  HISTORY     - Date     Condition        Report By
 NJ0904  HISTORY     - 1960     MONUMENTED       USGS
 NJ0904  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0904  HISTORY     - 19941118 MARK NOT FOUND   USPSQD
 NJ0904  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0904
 NJ0904                          STATION DESCRIPTION
 NJ0904
 NJ0904'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 NJ0904'ZWINGLE, 4.0 MI S. AND 3.4 MI W. OF.  0.25 MI N. OF S. QUARTER COR. OF
 NJ0904'SEC. 20, T. 86 N., R. 2 E.  188 FT S. AND 275 FT E. OF T - RD. S.  IN
 NJ0904'CONCRETE POST.  43 FT S. OF ROAD.  A STANDARD TABLET STAMPED---ET 1 GT
 NJ0904'1960---.
 NJ0904
 NJ0904                          STATION RECOVERY (1977)
 NJ0904
 NJ0904'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (RLS)
 NJ0904'REPORTED NOT FOUND.
 NJ0904
 NJ0904                          STATION RECOVERY (1994)
 NJ0904
 NJ0904'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0904'MARK NOT FOUND.
 NJ0904
 NJ0904                          STATION RECOVERY (2001)
 NJ0904
 NJ0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0904'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0804 ***********************************************************************
 NL0804  CBN         -  This is a Cooperative Base Network Control Station.
 NL0804  DESIGNATION -  ET 1 HK
 NL0804  PID         -  NL0804
 NL0804  STATE/COUNTY-  IA/WEBSTER
 NL0804  USGS QUAD   -  FARNHAMVILLE (1965)
 NL0804
 NL0804                         *CURRENT SURVEY CONTROL
 NL0804  ___________________________________________________________________
 NL0804* NAD 83(1996)-  42 15 09.40599(N)    094 22 44.60915(W)     ADJUSTED  
 NL0804* NAVD 88     -       341.9    (meters)    1122.     (feet)  GPS OBS   
 NL0804  ___________________________________________________________________
 NL0804  X           -    -361,035.871 (meters)                     COMP
 NL0804  Y           -  -4,714,607.003 (meters)                     COMP
 NL0804  Z           -   4,266,625.780 (meters)                     COMP
 NL0804  LAPLACE CORR-           7.74  (seconds)                    DEFLEC99
 NL0804  ELLIP HEIGHT-         314.38  (meters)          (06/15/04) GPS OBS
 NL0804  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 NL0804
 NL0804  HORZ ORDER  -  B
 NL0804  ELLP ORDER  -  FOURTH    CLASS I
 NL0804
 NL0804.The horizontal coordinates were established by GPS observations
 NL0804.and adjusted by the National Geodetic Survey in August 1997..
 NL0804
 NL0804.The orthometric height was determined by GPS observations and a
 NL0804.high-resolution geoid model.
 NL0804
 NL0804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0804
 NL0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0804
 NL0804.The ellipsoidal height was determined by GPS observations
 NL0804.and is referenced to NAD 83.
 NL0804
 NL0804.The geoid height was determined by GEOID03.
 NL0804
 NL0804;                    North         East     Units Scale Factor Converg.
 NL0804;SPC IA N     - 1,083,974.442 1,427,461.508   MT  0.99997145   -0 35 44.8
 NL0804;UTM  15      - 4,678,744.784   386,241.443   MT  0.99975923   -0 55 38.6
 NL0804
 NL0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0804!SPC IA N     -   0.99995070  x   0.99997145  =   0.99992215
 NL0804!UTM  15      -   0.99995070  x   0.99975923  =   0.99970994
 NL0804
 NL0804:                Primary Azimuth Mark                     Grid Az
 NL0804:SPC IA N     -  FARNHAMVILLE MUNICIPAL TANK              320 43 52.5
 NL0804:UTM  15      -  FARNHAMVILLE MUNICIPAL TANK              321 03 46.3
 NL0804
 NL0804|---------------------------------------------------------------------|
 NL0804| PID    Reference Object                     Distance      Geod. Az  |
 NL0804|                                                           dddmmss.s |
 NL0804| NL0803 FARNHAMVILLE MUNICIPAL TANK         APPROX. 3.3 KM 3200807.7 |
 NL0804|---------------------------------------------------------------------|
 NL0804
 NL0804                          SUPERSEDED SURVEY CONTROL
 NL0804
 NL0804  ELLIP H (08/25/97)  314.41   (m)                       GP(       ) 4 1
 NL0804  NAD 83(1986)-  42 15 09.39399(N)    094 22 44.60622(W) AD(       ) 3
 NL0804  NAD 27      -  42 15 09.45856(N)    094 22 43.71422(W) AD(       ) 3
 NL0804  NGVD 29 (07/19/86)  341.9    (m)         1122.     (f) LEVELING    3  
 NL0804
 NL0804.Superseded values are not recommended for survey control.
 NL0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0804.See file dsdata.txt to determine how the superseded data were derived.
 NL0804
 NL0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG8624178745(NAD 83)
 NL0804_MARKER: DB = BENCH MARK DISK
 NL0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0804_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0804_STAMPING: ET 1 HK 1964 1122 FT
 NL0804_MARK LOGO: USGS  
 NL0804_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0804+STABILITY: SURFACE MOTION
 NL0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0804+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1997
 NL0804
 NL0804  HISTORY     - Date     Condition        Report By
 NL0804  HISTORY     - 1964     MONUMENTED       USGS
 NL0804  HISTORY     - 19970108 GOOD             NGS
 NL0804
 NL0804                          STATION DESCRIPTION
 NL0804
 NL0804'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NL0804'FARNHAMVILLE, 1.5 MI S. AND 1.5 MI E. OF, AT COR. SECS. 17, 18, 19 AND
 NL0804'20, T. 86 N., R. 30 W., 29 FT N. AND 45 FT W. OF CROSSROADS, 3 FT SW.
 NL0804'OF POWER POLE, IN CONCRETE POST.  STANDARD TABLET STAMPED---ET 1 HK
 NL0804'1964---WATER TANK IN FARNHAMVILLE ABOUT 2.0 MI DISTANT--
 NL0804'N 39 DEG 52 MIN W.
 NL0804
 NL0804                          STATION RECOVERY (1997)
 NL0804
 NL0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CFS)
 NL0804'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST AND 1.5 MI (2.4 KM)
 NL0804'SOUTH OF FARNHAMVILLE IN THE NORTHWEST ANGLE OF THE JUNCTION OF COUNTY
 NL0804'ROAD P29 AND A GRAVEL CROSSROAD (370TH ST) ON THE GRAVEL ROAD RIGHT OF
 NL0804'WAY, OWNERSHIP-WEBSTER COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 NL0804'OF STATE HWYS 175 AND 4, ABOUT 3.7 MI (6.0 KM) WEST OF FARNHAMVILLE,
 NL0804'GO EAST ON HWY 175 FOR 4.95 MI (7.97 KM) TO THE JUNCTION OF COUNTY
 NL0804'ROAD P29.  TURN RIGHT AND GO SOUTH ON P29 FOR 1.0 MI (1.6 KM) TO A
 NL0804'GRAVEL CROSSROAD AND THE STATION ON THE RIGHT.  THE STATION IS 46.0 FT
 NL0804'(14.0 M) WEST OF THE CENTERLINE OF COUNTY ROAD P29, 28.5 FT (8.7 M)
 NL0804'NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 2.5 FT (0.8 M) SOUTHWEST
 NL0804'OF A POWERPOLE, 1.3 FT (0.4 M) SOUTH OF A STATE HARN WITNESS POST AND
 NL0804'A NGS ORANGE CARSONITE WITNESSPOST AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0680 ***********************************************************************
 MH0680  DESIGNATION -  ET 1 JA
 MH0680  PID         -  MH0680
 MH0680  STATE/COUNTY-  IA/DALLAS
 MH0680  USGS QUAD   -  DALLAS CENTER (1965)
 MH0680
 MH0680                         *CURRENT SURVEY CONTROL
 MH0680  ___________________________________________________________________
 MH0680* NAD 83(1996)-  41 38 37.75509(N)    093 54 03.85409(W)     ADJUSTED  
 MH0680* NAVD 88     -       308.6    (meters)    1012.     (feet)  VERTCON   
 MH0680  ___________________________________________________________________
 MH0680  LAPLACE CORR-          -6.91  (seconds)                    DEFLEC99
 MH0680  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 MH0680
 MH0680  HORZ ORDER  -  THIRD
 MH0680
 MH0680.The horizontal coordinates were established by classical geodetic methods
 MH0680.and adjusted by the National Geodetic Survey in May 1999..
 MH0680
 MH0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0680
 MH0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0680
 MH0680.The geoid height was determined by GEOID03.
 MH0680
 MH0680;                    North         East     Units Scale Factor Converg.
 MH0680;SPC IA S     -   182,624.871   466,587.185   MT  0.99997821   -0 15 51.1
 MH0680;UTM  15      - 4,610,623.405   424,960.411   MT  0.99966929   -0 35 55.6
 MH0680
 MH0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0680!SPC IA S     -   0.99995639  x   0.99997821  =   0.99993460
 MH0680!UTM  15      -   0.99995639  x   0.99966929  =   0.99962570
 MH0680
 MH0680:                Primary Azimuth Mark                     Grid Az
 MH0680:SPC IA S     -  WAUKEE MWT                               162 03 32.9
 MH0680:UTM  15      -  WAUKEE MWT                               162 23 37.4
 MH0680
 MH0680|---------------------------------------------------------------------|
 MH0680| PID    Reference Object                     Distance      Geod. Az  |
 MH0680|                                                           dddmmss.s |
 MH0680| CM2565 WAUKEE MWT                                         1614741.8 |
 MH0680|---------------------------------------------------------------------|
 MH0680
 MH0680                          SUPERSEDED SURVEY CONTROL
 MH0680
 MH0680  NAD 83(1986)-  41 38 37.75104(N)    093 54 03.85789(W) AD(       ) 3
 MH0680  NAD 27      -  41 38 37.79064(N)    093 54 03.05650(W) AD(       ) 3
 MH0680  NGVD 29 (07/19/86)  308.5    (m)         1012.     (f) VERT ANG       
 MH0680
 MH0680.Superseded values are not recommended for survey control.
 MH0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0680.See file dsdata.txt to determine how the superseded data were derived.
 MH0680
 MH0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG2496010623(NAD 83)
 MH0680_MARKER: DD = SURVEY DISK
 MH0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0680
 MH0680  HISTORY     - Date     Condition        Report By
 MH0680  HISTORY     - 1964     MONUMENTED       USGS
 MH0680  HISTORY     - 19910613 MARK NOT FOUND   USPSQD
 MH0680
 MH0680                          STATION DESCRIPTION
 MH0680
 MH0680'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0680'WAUKEE, 2.25 MI N. AND 0.75 MI W. OF, T. 79 N., R. 26 W., NEAR QUARTER
 MH0680'COR. BETWEEN SECS. 17 AND 20, 38 FT S. AND 21 FT E. OF RD. AT FENCE
 MH0680'N., 2 FT N. OF FENCE IN CONCRETE POST, STANDARD TABLET STAMPED---ET 1
 MH0680'JA 1964---FLT. 4 1 - 167.  WAUKEE MWT ABOUT 3.0 MI DISTANT
 MH0680'--S 18 DEG 12 MIN E.
 MH0680
 MH0680                          STATION RECOVERY (1991)
 MH0680
 MH0680'RECOVERY NOTE BY US POWER SQUADRON 1991 (VEA)
 MH0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0911 ***********************************************************************
 NJ0911  DESIGNATION -  ET 1 JS
 NJ0911  PID         -  NJ0911
 NJ0911  STATE/COUNTY-  IA/DUBUQUE
 NJ0911  USGS QUAD   -  FILLMORE (1980)
 NJ0911
 NJ0911                         *CURRENT SURVEY CONTROL
 NJ0911  ___________________________________________________________________
 NJ0911* NAD 83(1996)-  42 21 01.42086(N)    090 59 41.58989(W)     ADJUSTED  
 NJ0911* NAVD 88     -       302.5    (meters)     992.     (feet)  VERTCON   
 NJ0911  ___________________________________________________________________
 NJ0911  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 NJ0911  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 NJ0911
 NJ0911  HORZ ORDER  -  THIRD
 NJ0911
 NJ0911.The horizontal coordinates were established by classical geodetic methods
 NJ0911.and adjusted by the National Geodetic Survey in May 1999..
 NJ0911
 NJ0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0911
 NJ0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0911
 NJ0911.The geoid height was determined by GEOID03.
 NJ0911
 NJ0911;                    North         East     Units Scale Factor Converg.
 NJ0911;SPC IA N     - 1,097,516.328 1,706,369.736   MT  0.99996061   +1 41 52.2
 NJ0911;UTM  15      - 4,690,628.468   665,147.819   MT  0.99993558   +1 21 03.9
 NJ0911
 NJ0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0911!SPC IA N     -   0.99995759  x   0.99996061  =   0.99991820
 NJ0911!UTM  15      -   0.99995759  x   0.99993558  =   0.99989317
 NJ0911
 NJ0911                          SUPERSEDED SURVEY CONTROL
 NJ0911
 NJ0911  NAD 83(1996)-  42 21 01.42072(N)    090 59 41.58990(W) AD(       ) 3
 NJ0911  NAD 83(1996)-  42 21 01.46022(N)    090 59 41.59038(W) AD(       ) 3
 NJ0911  NAD 83(1986)-  42 21 01.46017(N)    090 59 41.59038(W) AD(       ) 3
 NJ0911  NAD 27      -  42 21 01.37109(N)    090 59 41.08165(W) AD(       ) 3
 NJ0911  NGVD 29 (07/19/86)  302.5    (m)          992.     (f) VERT ANG       
 NJ0911
 NJ0911.Superseded values are not recommended for survey control.
 NJ0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0911.See file dsdata.txt to determine how the superseded data were derived.
 NJ0911
 NJ0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG6514890628(NAD 83)
 NJ0911_MARKER: DE = TRAVERSE STATION DISK
 NJ0911_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NJ0911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0911+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 NJ0911
 NJ0911  HISTORY     - Date     Condition        Report By
 NJ0911  HISTORY     - 1964     MONUMENTED       USGS
 NJ0911  HISTORY     - 20060910 GOOD             GEOCAC
 NJ0911
 NJ0911                          STATION DESCRIPTION
 NJ0911
 NJ0911'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NJ0911'CASCADE, ABOUT 4.0 MI N. AND 1.0 MI E. OF, NEAR N. SIXTEENTH COR.
 NJ0911'BETWEEN SECS. 17 AND 18.  T. 87 N., R. 1 W.  AT SUMMIT OF RD. ON LOW
 NJ0911'RIDGE.  32 FT S. OF CENTER OF E. - W. RD.  33 FT E. OF CENTER OF TRACK
 NJ0911'RD. S.  52 FT E. OF CENTER OF E. - W. RD. AT TRACK RD. N.  23 FT E. OF
 NJ0911'CENTER OF WHITE WOODEN GATE.  1.5 FT N. OF RIGHT - OF - WAY FENCE.
 NJ0911'IN CONCRETE POST.  STANDARD TABLET STAMPED---ET 1 JS 1964---.
 NJ0911
 NJ0911                          STATION RECOVERY (2006)
 NJ0911
 NJ0911'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0911'FROM CASCADE GO NORTH ON COUNTY ROAD Y 13 (FARLEY RD) TO KEARNEY RD.
 NJ0911'GO RIGHT (EAST) ON KEARNEY RD. 1/2 MILE TO GATED FIELD ENTRANCE ON THE
 NJ0911'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0590 ***********************************************************************
 LE0590  DESIGNATION -  ET 1 MES RESET
 LE0590  PID         -  LE0590
 LE0590  STATE/COUNTY-  IA/DECATUR
 LE0590  USGS QUAD   -  LEON (1964)
 LE0590
 LE0590                         *CURRENT SURVEY CONTROL
 LE0590  ___________________________________________________________________
 LE0590* NAD 83(1996)-  40 38 26.78335(N)    093 38 11.00287(W)     ADJUSTED  
 LE0590* NAVD 88     -       325.84   (+/-2cm)    1069.0    (feet)  VERTCON   
 LE0590  ___________________________________________________________________
 LE0590  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 LE0590  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 LE0590
 LE0590  HORZ ORDER  -  THIRD
 LE0590  VERT ORDER  -  THIRD ? (See Below)
 LE0590
 LE0590.The horizontal coordinates were established by classical geodetic methods
 LE0590.and adjusted by the National Geodetic Survey in May 1999..
 LE0590
 LE0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0590.The vertical order pertains to the NGVD 29 superseded value.
 LE0590
 LE0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0590
 LE0590.The geoid height was determined by GEOID03.
 LE0590
 LE0590;                    North         East     Units Scale Factor Converg.
 LE0590;SPC IA S     -    71,166.031   488,462.806   MT  0.99999583   -0 05 23.4
 LE0590;UTM  15      - 4,499,075.364   446,188.957   MT  0.99963564   -0 24 52.2
 LE0590
 LE0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0590!SPC IA S     -   0.99995384  x   0.99999583  =   0.99994967
 LE0590!UTM  15      -   0.99995384  x   0.99963564  =   0.99958950
 LE0590
 LE0590:                Primary Azimuth Mark                     Grid Az
 LE0590:SPC IA S     -  ET 1 MES AZ MK                           097 42 12.3
 LE0590:UTM  15      -  ET 1 MES AZ MK                           098 01 41.1
 LE0590
 LE0590|---------------------------------------------------------------------|
 LE0590| PID    Reference Object                     Distance      Geod. Az  |
 LE0590|                                                           dddmmss.s |
 LE0590| CL8462 ET 1 MES AZ MK                                     0973648.9 |
 LE0590| LE0580 STA 4 CH 1711                       APPROX. 5.9 KM 1925914.7 |
 LE0590| CL8463 ET 1 MES RM                                        26636     |
 LE0590|---------------------------------------------------------------------|
 LE0590
 LE0590                          SUPERSEDED SURVEY CONTROL
 LE0590
 LE0590  NAD 83(1986)-  40 38 26.78257(N)    093 38 11.00147(W) AD(       ) 3
 LE0590  NAD 27      -  40 38 26.76126(N)    093 38 10.19519(W) AD(       ) 3
 LE0590  NGVD 29 (07/19/86)  325.77   (m)         1068.8    (f) LEVELING    3  
 LE0590
 LE0590.Superseded values are not recommended for survey control.
 LE0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0590.See file dsdata.txt to determine how the superseded data were derived.
 LE0590
 LE0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE4618999075(NAD 83)
 LE0590_MARKER: DE = TRAVERSE STATION DISK
 LE0590_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LE0590+WITH SETTING: INFORMATION.
 LE0590_SP_SET: PREFABRICATED CONCRETE POST
 LE0590
 LE0590  HISTORY     - Date     Condition        Report By
 LE0590  HISTORY     - 1977     MONUMENTED       USGS
 LE0590
 LE0590                          STATION DESCRIPTION
 LE0590
 LE0590'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 LE0590'LINEVILLE, 4.25 MI N. AND 6.0 MI W. OF, NEAR CENTER SE. QUARTER SEC.
 LE0590'32, T. 68 N., R. 2 W., AT THE CREST OF A PROMINENT RIDGE.  90 FT E. OF
 LE0590'ROAD AT FENCE E., 289 FT W. OF FENCE CORNER.  1.5 FT S. OF FENCE.  ON
 LE0590'COPPER COATED STEEL ROD DRIVE TO 10 FT DEPTH AND ENCASED IN 6 - IN.
 LE0590'TILE.  STANDARD TABLET STAMPED---ET 1 MES RESET 1977---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0699 ***********************************************************************
 MH0699  DESIGNATION -  ET 10 DHB
 MH0699  PID         -  MH0699
 MH0699  STATE/COUNTY-  IA/MARION
 MH0699  USGS QUAD   -  OTLEY (1965)
 MH0699
 MH0699                         *CURRENT SURVEY CONTROL
 MH0699  ___________________________________________________________________
 MH0699* NAD 83(1996)-  41 22 50.66459(N)    093 06 31.99775(W)     ADJUSTED  
 MH0699* NAVD 88     -       267.77   (+/-2cm)     878.5    (feet)  VERTCON   
 MH0699  ___________________________________________________________________
 MH0699  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 MH0699  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 MH0699
 MH0699  HORZ ORDER  -  THIRD
 MH0699  VERT ORDER  -  THIRD ? (See Below)
 MH0699
 MH0699.The horizontal coordinates were established by classical geodetic methods
 MH0699.and adjusted by the National Geodetic Survey in May 1999..
 MH0699
 MH0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0699.The vertical order pertains to the NGVD 29 superseded value.
 MH0699
 MH0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0699
 MH0699.The geoid height was determined by GEOID03.
 MH0699
 MH0699;                    North         East     Units Scale Factor Converg.
 MH0699;SPC IA S     -   153,403.693   532,714.533   MT  0.99995328   +0 15 27.5
 MH0699;UTM  15      - 4,581,029.952   490,895.230   MT  0.99960102   -0 04 19.1
 MH0699
 MH0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0699!SPC IA S     -   0.99996300  x   0.99995328  =   0.99991628
 MH0699!UTM  15      -   0.99996300  x   0.99960102  =   0.99956403
 MH0699
 MH0699:                Primary Azimuth Mark                     Grid Az
 MH0699:SPC IA S     -  KNOXVILLE MWT                            179 13 40.9
 MH0699:UTM  15      -  KNOXVILLE MWT                            179 33 27.5
 MH0699
 MH0699|---------------------------------------------------------------------|
 MH0699| PID    Reference Object                     Distance      Geod. Az  |
 MH0699|                                                           dddmmss.s |
 MH0699| CS4093 KNOXVILLE MWT                                      1792908.4 |
 MH0699|---------------------------------------------------------------------|
 MH0699
 MH0699                          SUPERSEDED SURVEY CONTROL
 MH0699
 MH0699  NAD 83(1986)-  41 22 50.67474(N)    093 06 32.00312(W) AD(       ) 3
 MH0699  NGVD 29 (05/22/90)  267.75   (m)          878.4    (f) LEVELING    3  
 MH0699
 MH0699.Superseded values are not recommended for survey control.
 MH0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0699.See file dsdata.txt to determine how the superseded data were derived.
 MH0699
 MH0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF9089581030(NAD 83)
 MH0699_MARKER: DE = TRAVERSE STATION DISK
 MH0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0699+STABILITY: SURFACE MOTION
 MH0699
 MH0699  HISTORY     - Date     Condition        Report By
 MH0699  HISTORY     - 1964     MONUMENTED       USGS
 MH0699
 MH0699                          STATION DESCRIPTION
 MH0699
 MH0699'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0699'KNOXVILLE, 4.0 MI N. OF ALONG HWY. 14, T. 76 N., R. 20 W., NEAR
 MH0699'NW. CORNER SW1/4 SE1/4 SEC. 13, 292 FT N. OF E.-W. FENCE, 208 FT E.
 MH0699'OF HWY. 14, 3 FT N. AND 1 FT W. OF SW. LEG OF HI-VU DRIVE-IN
 MH0699'THEATRE SCREEN, IN CONCRETE POST, STANDARD TABLET STAMPED---
 MH0699'ET 10 DHB 1964--- AZIMUTH TO KNOXVILLE M.W.T. ANTENNA
 MH0699'359 29 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0752 ***********************************************************************
 NL0752  DESIGNATION -  ET 10 HK
 NL0752  PID         -  NL0752
 NL0752  STATE/COUNTY-  IA/WEBSTER
 NL0752  USGS QUAD   -  EVANSTON (1965)
 NL0752
 NL0752                         *CURRENT SURVEY CONTROL
 NL0752  ___________________________________________________________________
 NL0752* NAD 83(1996)-  42 29 02.17764(N)    094 02 14.58709(W)     ADJUSTED  
 NL0752* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 NL0752  ___________________________________________________________________
 NL0752  LAPLACE CORR-           7.66  (seconds)                    DEFLEC99
 NL0752  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 NL0752
 NL0752  HORZ ORDER  -  THIRD
 NL0752
 NL0752.The horizontal coordinates were established by classical geodetic methods
 NL0752.and adjusted by the National Geodetic Survey in May 1999..
 NL0752
 NL0752.The orthometric height was scaled from a topographic map.
 NL0752
 NL0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0752
 NL0752.The geoid height was determined by GEOID03.
 NL0752
 NL0752;                    North         East     Units Scale Factor Converg.
 NL0752;SPC IA N     - 1,109,432.421 1,455,818.641   MT  0.99995048   -0 21 51.2
 NL0752;UTM  15      - 4,704,030.932   414,739.832   MT  0.99968944   -0 42 02.4
 NL0752
 NL0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0752!SPC IA N     -   0.99995065  x   0.99995048  =   0.99990113
 NL0752!UTM  15      -   0.99995065  x   0.99968944  =   0.99964010
 NL0752
 NL0752:                Primary Azimuth Mark                     Grid Az
 NL0752:SPC IA N     -  DUNCOMBE WATER TANK                      114 18 09.8
 NL0752:UTM  15      -  DUNCOMBE WATER TANK                      114 38 21.0
 NL0752
 NL0752|---------------------------------------------------------------------|
 NL0752| PID    Reference Object                     Distance      Geod. Az  |
 NL0752|                                                           dddmmss.s |
 NL0752| CI6225 DUNCOMBE WATER TANK                                1135618.6 |
 NL0752|---------------------------------------------------------------------|
 NL0752
 NL0752                          SUPERSEDED SURVEY CONTROL
 NL0752
 NL0752  NAD 83(1996)-  42 29 02.17192(N)    094 02 14.58872(W) AD(       ) 3
 NL0752  NAD 83(1986)-  42 29 02.16824(N)    094 02 14.57837(W) AD(       ) 3
 NL0752  NAD 27      -  42 29 02.28495(N)    094 02 13.72712(W) AD(       ) 3
 NL0752
 NL0752.Superseded values are not recommended for survey control.
 NL0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0752.See file dsdata.txt to determine how the superseded data were derived.
 NL0752
 NL0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH1474004031(NAD 83)
 NL0752_MARKER: DD = SURVEY DISK
 NL0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0752_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0752+STABILITY: SURFACE MOTION
 NL0752
 NL0752  HISTORY     - Date     Condition        Report By
 NL0752  HISTORY     - 1964     MONUMENTED       USGS
 NL0752
 NL0752                          STATION DESCRIPTION
 NL0752
 NL0752'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NL0752'DUNCOMBE, 2.0 MI W. AND 0.8 MI N. OF, IN APPROX. N. CENTER SEC. 33, T.
 NL0752'89 N., R. 27 W., IN FARMYARD OF PROPERTY OWNED BY MR. ALBERT ZABEL AND
 NL0752'OCCUPIED BY MR. FRANKLIN PETERSON, 32.5 FT E. AND 62.4 FT N. OF NE.
 NL0752'CORNER OF BIG BARN, 2 FT W. OF A FENCE LINE, IN CONCRETE POST.
 NL0752'STANDARD TABLET STAMPED---ET 10 HK 1964---WATER TANK IN
 NL0752'DUNCOMBE, ABOUT 2.0 MI DISTANT--S 66 DEG 04 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1231 ***********************************************************************
 LF1231  DESIGNATION -  ET 10 JWO
 LF1231  PID         -  LF1231
 LF1231  STATE/COUNTY-  IA/RINGGOLD
 LF1231  USGS QUAD   -  HATFIELD (1981)
 LF1231
 LF1231                         *CURRENT SURVEY CONTROL
 LF1231  ___________________________________________________________________
 LF1231* NAD 83(1996)-  40 37 19.57300(N)    094 13 59.18690(W)     ADJUSTED  
 LF1231* NAVD 88     -       358.2    (meters)    1175.     (feet)  VERTCON   
 LF1231  ___________________________________________________________________
 LF1231  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 LF1231  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 LF1231
 LF1231  HORZ ORDER  -  THIRD
 LF1231
 LF1231.The horizontal coordinates were established by classical geodetic methods
 LF1231.and adjusted by the National Geodetic Survey in May 1999..
 LF1231
 LF1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1231
 LF1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1231
 LF1231.The geoid height was determined by GEOID03.
 LF1231
 LF1231;                    North         East     Units Scale Factor Converg.
 LF1231;SPC IA S     -    69,345.200   437,969.726   MT  0.99999904   -0 28 58.4
 LF1231;UTM  15      - 4,497,539.133   395,702.484   MT  0.99973389   -0 48 10.5
 LF1231
 LF1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1231!SPC IA S     -   0.99994873  x   0.99999904  =   0.99994777
 LF1231!UTM  15      -   0.99994873  x   0.99973389  =   0.99968264
 LF1231
 LF1231:                Primary Azimuth Mark                     Grid Az
 LF1231:SPC IA S     -  STA 182 CH 3315                          000 41 28.0
 LF1231:UTM  15      -  STA 182 CH 3315                          001 00 40.1
 LF1231
 LF1231|---------------------------------------------------------------------|
 LF1231| PID    Reference Object                     Distance      Geod. Az  |
 LF1231|                                                           dddmmss.s |
 LF1231| LF1233 STA 182 CH 3315                     APPROX. 3.3 KM 0001229.6 |
 LF1231| CL6482 ET 10 JWO AZ MK                                    1825924.2 |
 LF1231|---------------------------------------------------------------------|
 LF1231
 LF1231                          SUPERSEDED SURVEY CONTROL
 LF1231
 LF1231  NAD 83(1986)-  40 37 19.57308(N)    094 13 59.19503(W) AD(       ) 3
 LF1231  NAD 27      -  40 37 19.59390(N)    094 13 58.34366(W) AD(       ) 3
 LF1231  NGVD 29 (07/19/86)  358.1    (m)         1175.     (f) VERT ANG       
 LF1231
 LF1231.Superseded values are not recommended for survey control.
 LF1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1231.See file dsdata.txt to determine how the superseded data were derived.
 LF1231
 LF1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE9570297539(NAD 83)
 LF1231_MARKER: DE = TRAVERSE STATION DISK
 LF1231_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1231+WITH SETTING: INFORMATION.
 LF1231_SP_SET: PREFABRICATED CONCRETE POST
 LF1231
 LF1231  HISTORY     - Date     Condition        Report By
 LF1231  HISTORY     - 1975     MONUMENTED       USGS
 LF1231
 LF1231                          STATION DESCRIPTION
 LF1231
 LF1231'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1231'MOUNTY AYR, 6.15 MI S. OF, 0.15 MI S. OF THE QUARTER COR. BETWEEN
 LF1231'SECS. 6, 7, T. 67 N., R. 29 W., 25 FT S. AND 37 FT E. OF CENTERLINE OF
 LF1231'N. - S. ROAD AT PRIVATED DRIVE E., 21 FT N. AND 4 FT W. OF TELEPHONE
 LF1231'POLE AND WITNESS SIGN, A STANDARD TABLET WELDED ON 10 FT OF COPPER
 LF1231'WELD ROD, PROTECTED BY A 5 - IN. DRAIN TILE, SET 0.2 FT BELOW THE
 LF1231'GROUND AND STAMPED---ET 10 JWO 1975---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0700 ***********************************************************************
 MH0700  DESIGNATION -  ET 11 DB
 MH0700  PID         -  MH0700
 MH0700  STATE/COUNTY-  IA/WARREN
 MH0700  USGS QUAD   -  INDIANOLA (1983)
 MH0700
 MH0700                         *CURRENT SURVEY CONTROL
 MH0700  ___________________________________________________________________
 MH0700* NAD 83(1996)-  41 21 34.17068(N)    093 31 11.81784(W)     ADJUSTED  
 MH0700* NAVD 88     -       292.     (meters)     958.     (feet)  SCALED    
 MH0700  ___________________________________________________________________
 MH0700  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 MH0700  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 MH0700
 MH0700  HORZ ORDER  -  THIRD
 MH0700
 MH0700.The horizontal coordinates were established by classical geodetic methods
 MH0700.and adjusted by the National Geodetic Survey in May 1999..
 MH0700.No horizontal observational check was made to the station.
 MH0700
 MH0700.The orthometric height was scaled from a topographic map.
 MH0700
 MH0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0700
 MH0700.The geoid height was determined by GEOID03.
 MH0700
 MH0700;                    North         East     Units Scale Factor Converg.
 MH0700;SPC IA S     -   150,970.587   498,330.786   MT  0.99995219   -0 00 47.3
 MH0700;UTM  15      - 4,578,795.713   456,509.837   MT  0.99962328   -0 20 36.9
 MH0700
 MH0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0700!SPC IA S     -   0.99995912  x   0.99995219  =   0.99991132
 MH0700!UTM  15      -   0.99995912  x   0.99962328  =   0.99958242
 MH0700
 MH0700:                Primary Azimuth Mark                     Grid Az
 MH0700:SPC IA S     -  MILO MWT                                 318 19 43.5
 MH0700:UTM  15      -  MILO MWT                                 318 39 33.1
 MH0700
 MH0700|---------------------------------------------------------------------|
 MH0700| PID    Reference Object                     Distance      Geod. Az  |
 MH0700|                                                           dddmmss.s |
 MH0700| CS4095 MILO MWT                                           3181856.2 |
 MH0700|---------------------------------------------------------------------|
 MH0700
 MH0700                          SUPERSEDED SURVEY CONTROL
 MH0700
 MH0700  NAD 83(1986)-  41 21 34.17607(N)    093 31 11.82862(W) AD(       ) 3
 MH0700
 MH0700.Superseded values are not recommended for survey control.
 MH0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0700.See file dsdata.txt to determine how the superseded data were derived.
 MH0700
 MH0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF5651078796(NAD 83)
 MH0700_MARKER: DE = TRAVERSE STATION DISK
 MH0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0700+STABILITY: SURFACE MOTION
 MH0700
 MH0700  HISTORY     - Date     Condition        Report By
 MH0700  HISTORY     - 1964     MONUMENTED       USGS
 MH0700
 MH0700                          STATION DESCRIPTION
 MH0700
 MH0700'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0700'INDIANOLA, FROM INTERSECTION OF HWYS. 69 AND 92, 2.0 MI E.
 MH0700'AND 0.1 MI N. OF, T. 76 N., R. 23 W., NEAR CENTER OF W. SIDE
 MH0700'OF SW1/4 NW1/4 SEC. 28, 44 FT S., 40 FT E. OF CENTER RD. AT
 MH0700'DRIVE W., THE DRIVE BEING THE FIRST DRIVE N. OF FARM HOUSE
 MH0700'OWNED BY DICK POWELL, STANDARD TABLET STAMPED---ET 11 DHB
 MH0700'1964--- AZIMUTH TO MILO M.W.T. 319 47 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0750 ***********************************************************************
 NL0750  DESIGNATION -  ET 11 HK
 NL0750  PID         -  NL0750
 NL0750  STATE/COUNTY-  IA/WEBSTER
 NL0750  USGS QUAD   -  EVANSTON (1965)
 NL0750
 NL0750                         *CURRENT SURVEY CONTROL
 NL0750  ___________________________________________________________________
 NL0750* NAD 83(1996)-  42 23 01.42361(N)    094 00 50.28140(W)     ADJUSTED  
 NL0750* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 NL0750  ___________________________________________________________________
 NL0750  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 NL0750  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 NL0750
 NL0750  HORZ ORDER  -  THIRD
 NL0750
 NL0750.The horizontal coordinates were established by classical geodetic methods
 NL0750.and adjusted by the National Geodetic Survey in May 1999..
 NL0750.No horizontal observational check was made to the station.
 NL0750
 NL0750.The orthometric height was scaled from a topographic map.
 NL0750
 NL0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0750
 NL0750.The geoid height was determined by GEOID03.
 NL0750
 NL0750;                    North         East     Units Scale Factor Converg.
 NL0750;SPC IA N     - 1,098,289.731 1,457,676.286   MT  0.99995758   -0 20 54.0
 NL0750;UTM  15      - 4,692,880.515   416,531.657   MT  0.99968572   -0 41 00.8
 NL0750
 NL0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0750!SPC IA N     -   0.99995138  x   0.99995758  =   0.99990896
 NL0750!UTM  15      -   0.99995138  x   0.99968572  =   0.99963711
 NL0750
 NL0750:                Primary Azimuth Mark                     Grid Az
 NL0750:SPC IA N     -  DUNCOMBE WATER TANK                      010 20 20.3
 NL0750:UTM  15      -  DUNCOMBE WATER TANK                      010 40 27.1
 NL0750
 NL0750|---------------------------------------------------------------------|
 NL0750| PID    Reference Object                     Distance      Geod. Az  |
 NL0750|                                                           dddmmss.s |
 NL0750| CI6225 DUNCOMBE WATER TANK                                0095926.3 |
 NL0750|---------------------------------------------------------------------|
 NL0750
 NL0750                          SUPERSEDED SURVEY CONTROL
 NL0750
 NL0750  NAD 83(1996)-  42 23 01.41783(N)    094 00 50.28172(W) AD(       ) 3
 NL0750  NAD 83(1986)-  42 23 01.41328(N)    094 00 50.27576(W) AD(       ) 3
 NL0750  NAD 27      -  42 23 01.52807(N)    094 00 49.41234(W) AD(       ) 3
 NL0750
 NL0750.Superseded values are not recommended for survey control.
 NL0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0750.See file dsdata.txt to determine how the superseded data were derived.
 NL0750
 NL0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG1653292881(NAD 83)
 NL0750_MARKER: DD = SURVEY DISK
 NL0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0750
 NL0750  HISTORY     - Date     Condition        Report By
 NL0750  HISTORY     - 1964     MONUMENTED       USGS
 NL0750
 NL0750                          STATION DESCRIPTION
 NL0750
 NL0750'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NL0750'LEHIGH, 2.0 MI E. AND 2.0 MI N. OF, IN E. QUARTER COR. BETWEEN SECS.
 NL0750'5 AND 32, TPS. 87 AND 88 N., R. 27 W., 970 FT W. AND 29.5 FT S. OF
 NL0750'CROSSROADS, 2 FT N. OF FENCE LINE, IN CONCRETE POST.  STANDARD TABLET
 NL0750'STAMPED---ET 11 HK 1964---WATER TANK IN DUNCOMBE, ABOUT 6.0
 NL0750'MI DISTANT--N 09 DEG 59 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0701 ***********************************************************************
 MH0701  DESIGNATION -  ET 12 JHB
 MH0701  PID         -  MH0701
 MH0701  STATE/COUNTY-  IA/MARION
 MH0701  USGS QUAD   -  KNOXVILLE (1965)
 MH0701
 MH0701                         *CURRENT SURVEY CONTROL
 MH0701  ___________________________________________________________________
 MH0701* NAD 83(1996)-  41 21 26.38905(N)    093 06 33.77523(W)     ADJUSTED  
 MH0701* NAVD 88     -       268.19   (+/-2cm)     879.9    (feet)  VERTCON   
 MH0701  ___________________________________________________________________
 MH0701  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 MH0701  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MH0701
 MH0701  HORZ ORDER  -  THIRD
 MH0701  VERT ORDER  -  THIRD ? (See Below)
 MH0701
 MH0701.The horizontal coordinates were established by classical geodetic methods
 MH0701.and adjusted by the National Geodetic Survey in May 1999..
 MH0701.No horizontal observational check was made to the station.
 MH0701
 MH0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0701.The vertical order pertains to the NGVD 29 superseded value.
 MH0701
 MH0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0701
 MH0701.The geoid height was determined by GEOID03.
 MH0701
 MH0701;                    North         East     Units Scale Factor Converg.
 MH0701;SPC IA S     -   150,803.732   532,684.909   MT  0.99995209   +0 15 26.3
 MH0701;UTM  15      - 4,578,431.119   490,850.666   MT  0.99960103   -0 04 20.2
 MH0701
 MH0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0701!SPC IA S     -   0.99996293  x   0.99995209  =   0.99991502
 MH0701!UTM  15      -   0.99996293  x   0.99960103  =   0.99956398
 MH0701
 MH0701                          SUPERSEDED SURVEY CONTROL
 MH0701
 MH0701  NAD 83(1986)-  41 21 26.39925(N)    093 06 33.78060(W) AD(       ) 3
 MH0701  NGVD 29 (05/22/90)  268.17   (m)          879.8    (f) LEVELING    3  
 MH0701
 MH0701.Superseded values are not recommended for survey control.
 MH0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0701.See file dsdata.txt to determine how the superseded data were derived.
 MH0701
 MH0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF9085178431(NAD 83)
 MH0701_MARKER: DE = TRAVERSE STATION DISK
 MH0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0701_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0701+STABILITY: SURFACE MOTION
 MH0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0701+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 MH0701
 MH0701  HISTORY     - Date     Condition        Report By
 MH0701  HISTORY     - 1964     MONUMENTED       USGS
 MH0701  HISTORY     - 20041127 GOOD             GEOCAC
 MH0701
 MH0701                          STATION DESCRIPTION
 MH0701
 MH0701'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0701'KNOXVILLE, 2.5 MI N. OF, T. 76 N., R. 20 W., IN SEC. 25, ON HIGH
 MH0701'CUT ON E. SIDE HWY. 14, 265 FT N. AND 2 FT W. OF FENCE CORNER, 78
 MH0701'FT E. OF HWY., 2 FT W. OF METAL WITNESS POST, IN CONCRETE POST,
 MH0701'STANDARD TABLET STAMPED---12 JHB ET 1964---.
 MH0701
 MH0701                          STATION RECOVERY (2004)
 MH0701
 MH0701'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 MH0701'CONSISTENT WITH DESCRIPTION, 9 FEET SOUTHEAST OF POLE, AND UNDER A
 MH0701'CEDAR TREE. SKY VISIBILITY GOOD ABOVE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0753 ***********************************************************************
 MH0753  DESIGNATION -  ET 14 JHB
 MH0753  PID         -  MH0753
 MH0753  STATE/COUNTY-  IA/MARION
 MH0753  USGS QUAD   -  KNOXVILLE (1965)
 MH0753
 MH0753                         *CURRENT SURVEY CONTROL
 MH0753  ___________________________________________________________________
 MH0753* NAD 83(1996)-  41 15 15.54032(N)    093 07 14.52591(W)     ADJUSTED  
 MH0753* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 MH0753  ___________________________________________________________________
 MH0753  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 MH0753  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 MH0753
 MH0753  HORZ ORDER  -  THIRD
 MH0753
 MH0753.The horizontal coordinates were established by classical geodetic methods
 MH0753.and adjusted by the National Geodetic Survey in May 1999..
 MH0753
 MH0753.The orthometric height was scaled from a topographic map.
 MH0753
 MH0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0753
 MH0753.The geoid height was determined by GEOID03.
 MH0753
 MH0753;                    North         East     Units Scale Factor Converg.
 MH0753;SPC IA S     -   139,359.554   531,787.632   MT  0.99994880   +0 14 59.4
 MH0753;UTM  15      - 4,566,996.283   489,887.925   MT  0.99960126   -0 04 46.5
 MH0753
 MH0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0753!SPC IA S     -   0.99995950  x   0.99994880  =   0.99990830
 MH0753!UTM  15      -   0.99995950  x   0.99960126  =   0.99956077
 MH0753
 MH0753:                Primary Azimuth Mark                     Grid Az
 MH0753:SPC IA S     -  KNOXVILLE COURTHOUSE                     015 17 42.1
 MH0753:UTM  15      -  KNOXVILLE COURTHOUSE                     015 37 28.0
 MH0753
 MH0753|---------------------------------------------------------------------|
 MH0753| PID    Reference Object                     Distance      Geod. Az  |
 MH0753|                                                           dddmmss.s |
 MH0753| MH0633 KNOXVILLE COURTHOUSE                APPROX. 7.4 KM 0153241.5 |
 MH0753|---------------------------------------------------------------------|
 MH0753
 MH0753                          SUPERSEDED SURVEY CONTROL
 MH0753
 MH0753  NAD 83(1986)-  41 15 15.55528(N)    093 07 14.52749(W) AD(       ) 3
 MH0753
 MH0753.Superseded values are not recommended for survey control.
 MH0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0753.See file dsdata.txt to determine how the superseded data were derived.
 MH0753
 MH0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF8988866996(NAD 83)
 MH0753_MARKER: W = UNMONUMENTED
 MH0753_SETTING: 0 = UNSPECIFIED SETTING
 MH0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0753+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 MH0753
 MH0753  HISTORY     - Date     Condition        Report By
 MH0753  HISTORY     - 1964     MONUMENTED       USGS
 MH0753  HISTORY     - 20050510 GOOD             GEOCAC
 MH0753
 MH0753                          STATION DESCRIPTION
 MH0753
 MH0753'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0753'KNOXVILLE, APPROX. 5.0 MI S. OF ALONG STATE HWY. 14, T. 75 N.,
 MH0753'R. 20 W., APPROX. QUARTER CORNER BETWEEN SECS. 35 AND 36 AT Y-RD.
 MH0753'W., 15 FT N. AND 66 FT W. OF POINT OF TANGENT OF Y-RD. AND HWY.,
 MH0753'7 FT SW. OF A POLE AND 1.5 FT SE. OF FENCE, STANDARD TABLET STAMPED---
 MH0753'14 JHB ET 1964--- AZIMUTH TO KNOXVILLE COURT HOUSE
 MH0753'195 32 40.
 MH0753
 MH0753                          STATION RECOVERY (2005)
 MH0753
 MH0753'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MH0753'ABOUT 50 FT NORTH OF PROJECTED CENTER OF QUAKER DRIVE.  POWER POLE IS
 MH0753'GONE. LOCATED 1.2 FOOT SOUTHEAST OF WITNESS POST, PROJECTING ABOVE
 MH0753'GROUND, STAMPED 14 JHB ET 1964.
 MH0753'
 MH0753'DATA SHEET ADJUSTED VALUES ARE 0.6 MILE SOUTHWESTERLY ALONG HIGHWAY AT
 MH0753'NEXT EAST-WEST ROAD CROSSING, 96 FEET EAST OF CENTER OF CROSSING.
 MH0753'BECAUSE COORDINATES APPEAR TO BELONG TO A DIFFERENT POINT IN TRAVERSE
 MH0753'THE ELEVATION IS ALSO SUSPECT.
 MH0753'
 MH0753'HANDHELD COORDINATES AT DISK N41 15 15.6 W093 07 14.6.  GEODETIC
 MH0753'AZIMUTH FROM THESE COORDINATES TO KNOXVILLE COURTHOUSE IS MUCH CLOSER
 MH0753'TO DATA SHEET VALUE THAN PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0808 ***********************************************************************
 NJ0808  DESIGNATION -  ET 18 JRE
 NJ0808  PID         -  NJ0808
 NJ0808  STATE/COUNTY-  IA/BUCHANAN
 NJ0808  USGS QUAD   -  LAMONT (1965)
 NJ0808
 NJ0808                         *CURRENT SURVEY CONTROL
 NJ0808  ___________________________________________________________________
 NJ0808* NAD 83(1996)-  42 30 22.53396(N)    091 44 49.17390(W)     ADJUSTED  
 NJ0808* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 NJ0808  ___________________________________________________________________
 NJ0808  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 NJ0808  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 NJ0808
 NJ0808  HORZ ORDER  -  THIRD
 NJ0808
 NJ0808.The horizontal coordinates were established by classical geodetic methods
 NJ0808.and adjusted by the National Geodetic Survey in May 1999..
 NJ0808
 NJ0808.The orthometric height was scaled from a topographic map.
 NJ0808
 NJ0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0808
 NJ0808.The geoid height was determined by GEOID03.
 NJ0808
 NJ0808;                    North         East     Units Scale Factor Converg.
 NJ0808;SPC IA N     - 1,113,265.088 1,644,063.463   MT  0.99994932   +1 11 17.1
 NJ0808;UTM  15      - 4,706,748.758   602,945.219   MT  0.99973039   +0 50 48.1
 NJ0808
 NJ0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0808!SPC IA N     -   0.99995244  x   0.99994932  =   0.99990176
 NJ0808!UTM  15      -   0.99995244  x   0.99973039  =   0.99968284
 NJ0808
 NJ0808:                Primary Azimuth Mark                     Grid Az
 NJ0808:SPC IA N     -  STA 243 CH 1843                          014 45 37.7
 NJ0808:UTM  15      -  STA 243 CH 1843                          015 06 06.7
 NJ0808
 NJ0808|---------------------------------------------------------------------|
 NJ0808| PID    Reference Object                     Distance      Geod. Az  |
 NJ0808|                                                           dddmmss.s |
 NJ0808| NJ0807 STA 243 CH 1843                     APPROX. 5.5 KM 0155654.8 |
 NJ0808| CI7220 TV TOWER NE                                        06815     |
 NJ0808| CI6566 WINDMILL SW                                        21945     |
 NJ0808|---------------------------------------------------------------------|
 NJ0808
 NJ0808                          SUPERSEDED SURVEY CONTROL
 NJ0808
 NJ0808  NAD 83(1996)-  42 30 22.53263(N)    091 44 49.17281(W) AD(       ) 3
 NJ0808  NAD 83(1986)-  42 30 22.53457(N)    091 44 49.15885(W) AD(       ) 3
 NJ0808  NAD 27      -  42 30 22.54616(N)    091 44 48.64157(W) AD(       ) 3
 NJ0808
 NJ0808.Superseded values are not recommended for survey control.
 NJ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0808.See file dsdata.txt to determine how the superseded data were derived.
 NJ0808
 NJ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0294506749(NAD 83)
 NJ0808_MARKER: DE = TRAVERSE STATION DISK
 NJ0808_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NJ0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0808+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2005
 NJ0808
 NJ0808  HISTORY     - Date     Condition        Report By
 NJ0808  HISTORY     - 1964     MONUMENTED       USGS
 NJ0808  HISTORY     - 20050911 GOOD             GEOCAC
 NJ0808
 NJ0808                          STATION DESCRIPTION
 NJ0808
 NJ0808'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NJ0808'WINTHROP, ABOUT 2.0 MI N. AND 0.75 MI W. OF, NEAR THE W. QUARTER COR.
 NJ0808'OF SEC. 24, T. 89 N., R. 8 W., 361 FT N. OF CENTER OF RD. AT DRIVE E.,
 NJ0808'35 FT W. OF CENTER N. - S. RD.  100 FT N. OF A POWER POLE, 1 FT E. OF
 NJ0808'A FENCE, IN A CONCRETE POST PROJECTING 3 IN., A STANDARD TABLET
 NJ0808'STAMPED---ET 18 JRE 1964---TV TOWER ABOUT 9.0 MI DISTANT--N 68 DEG
 NJ0808'15 MIN E.  WINDMILL ABOUT 1.0 MI DISTANT--S 39 DEG 45 MIN W.
 NJ0808
 NJ0808                          STATION RECOVERY (2005)
 NJ0808
 NJ0808'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0808'ABOUT 360 FEET NORTH OF DRIVE EAST TO FARM BUILDINGS, ABOUT 190 FEET
 NJ0808'NORTH OF DRIVE TO HOUSE AT ADDRESS 1944 REED AVE, AND ABOUT 100 FT
 NJ0808'NORTH OF THE NEXT TO LAST POWER POLE.  PROJECTING 1 FOOT. WINDMILL SW
 NJ0808'COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0804 ***********************************************************************
 NJ0804  DESIGNATION -  ET 19 JRE
 NJ0804  PID         -  NJ0804
 NJ0804  STATE/COUNTY-  IA/DELAWARE
 NJ0804  USGS QUAD   -  DUNDEE (1965)
 NJ0804
 NJ0804                         *CURRENT SURVEY CONTROL
 NJ0804  ___________________________________________________________________
 NJ0804* NAD 83(1996)-  42 30 46.30776(N)    091 31 10.77464(W)     ADJUSTED  
 NJ0804* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 NJ0804  ___________________________________________________________________
 NJ0804  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 NJ0804  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 NJ0804
 NJ0804  HORZ ORDER  -  THIRD
 NJ0804
 NJ0804.The horizontal coordinates were established by classical geodetic methods
 NJ0804.and adjusted by the National Geodetic Survey in May 1999..
 NJ0804
 NJ0804.The orthometric height was scaled from a topographic map.
 NJ0804
 NJ0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0804
 NJ0804.The geoid height was determined by GEOID03.
 NJ0804
 NJ0804;                    North         East     Units Scale Factor Converg.
 NJ0804;SPC IA N     - 1,114,410.940 1,662,725.469   MT  0.99994900   +1 20 31.8
 NJ0804;UTM  15      - 4,707,783.142   621,610.107   MT  0.99978196   +1 00 01.7
 NJ0804
 NJ0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0804!SPC IA N     -   0.99995541  x   0.99994900  =   0.99990442
 NJ0804!UTM  15      -   0.99995541  x   0.99978196  =   0.99973738
 NJ0804
 NJ0804|---------------------------------------------------------------------|
 NJ0804| PID    Reference Object                     Distance      Geod. Az  |
 NJ0804|                                                           dddmmss.s |
 NJ0804| CI5912 MANCHESTER MWT SE                                  12634     |
 NJ0804| NJ0805 STA 248 CH 1843                     APPROX. 4.0 KM 2670332.7 |
 NJ0804| CI6373 GABLE BARN NW                                      28337     |
 NJ0804|---------------------------------------------------------------------|
 NJ0804
 NJ0804                          SUPERSEDED SURVEY CONTROL
 NJ0804
 NJ0804  NAD 83(1996)-  42 30 46.30682(N)    091 31 10.77368(W) AD(       ) 3
 NJ0804  NAD 83(1986)-  42 30 46.31845(N)    091 31 10.74955(W) AD(       ) 3
 NJ0804  NAD 27      -  42 30 46.27889(N)    091 31 10.30681(W) AD(       ) 3
 NJ0804
 NJ0804.Superseded values are not recommended for survey control.
 NJ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0804.See file dsdata.txt to determine how the superseded data were derived.
 NJ0804
 NJ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2161007783(NAD 83)
 NJ0804_MARKER: DE = TRAVERSE STATION DISK
 NJ0804_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NJ0804
 NJ0804  HISTORY     - Date     Condition        Report By
 NJ0804  HISTORY     - 1964     MONUMENTED       USGS
 NJ0804
 NJ0804                          STATION DESCRIPTION
 NJ0804
 NJ0804'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NJ0804'MANCHESTER, 2.0 MI N. AND 2.5 MI W. OF INTERSECTION OF U.S. HWY. 20
 NJ0804'AND STATE HWY. 13 AT.  NEAR THE N. QUARTER COR. OF SEC. 13, T. 89 N.,
 NJ0804'R. 6 W., 44 FT S. AND 24 FT E. OF T - RD. E., 8 FT S. OF FENCE COR.,
 NJ0804'IN A CONCRETE POST PROJECTING 6 IN., A STANDARD TABLET STAMPED---ET 19
 NJ0804'JRE 1964---MANCHESTER MWT IN SW. PART OF TOWN ABOUT 3.0 MI
 NJ0804'DISTANT--S 53 DEG 26 MIN E.  GABLE OF SMALL RED BARN ABOUT 2.0 MI
 NJ0804'DISTANT--N 76 DEG 23 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0704 ***********************************************************************
 MH0704  DESIGNATION -  ET 2 DB
 MH0704  PID         -  MH0704
 MH0704  STATE/COUNTY-  IA/JASPER
 MH0704  USGS QUAD   -  NEWTON (1965)
 MH0704
 MH0704                         *CURRENT SURVEY CONTROL
 MH0704  ___________________________________________________________________
 MH0704* NAD 83(1996)-  41 44 13.53026(N)    093 06 18.95830(W)     ADJUSTED  
 MH0704* NAVD 88     -       291.91   (+/-2cm)     957.7    (feet)  VERTCON   
 MH0704  ___________________________________________________________________
 MH0704  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 MH0704  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 MH0704
 MH0704  HORZ ORDER  -  THIRD
 MH0704  VERT ORDER  -  THIRD ? (See Below)
 MH0704
 MH0704.The horizontal coordinates were established by classical geodetic methods
 MH0704.and adjusted by the National Geodetic Survey in May 1999..
 MH0704
 MH0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0704.The vertical order pertains to the NGVD 29 superseded value.
 MH0704
 MH0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0704
 MH0704.The geoid height was determined by GEOID03.
 MH0704
 MH0704;                    North         East     Units Scale Factor Converg.
 MH0704;SPC IA S     -   192,981.536   532,837.897   MT  0.99999212   +0 15 36.0
 MH0704;UTM  15      - 4,620,591.846   491,246.311   MT  0.99960094   -0 04 12.3
 MH0704
 MH0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0704!SPC IA S     -   0.99995920  x   0.99999212  =   0.99995132
 MH0704!UTM  15      -   0.99995920  x   0.99960094  =   0.99956016
 MH0704
 MH0704                          SUPERSEDED SURVEY CONTROL
 MH0704
 MH0704  NAD 83(1986)-  41 44 13.51924(N)    093 06 18.93183(W) AD(       ) 3
 MH0704  NGVD 29 (05/22/90)  291.88   (m)          957.6    (f) LEVELING    3  
 MH0704
 MH0704.Superseded values are not recommended for survey control.
 MH0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0704.See file dsdata.txt to determine how the superseded data were derived.
 MH0704
 MH0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG9124620592(NAD 83)
 MH0704_MARKER: DE = TRAVERSE STATION DISK
 MH0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0704_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0704+STABILITY: SURFACE MOTION
 MH0704
 MH0704  HISTORY     - Date     Condition        Report By
 MH0704  HISTORY     - 1964     MONUMENTED       USGS
 MH0704
 MH0704                          STATION DESCRIPTION
 MH0704
 MH0704'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0704'T. 80 N., R. 19 W., NEAR NW. COR. SE1/4 SW1/4 SEC. 19, 13 FT S.
 MH0704'AND 59 FT W. OF SW. CORNER OF CHICKEN HOUSE, 322 FT W. OF CENTER
 MH0704'NW.-SE. RD., 42 FT S. OF CENTER FIELD ENTRANCE W., 2.4 FT E. OF
 MH0704'N.-S. FENCE, APPROX. 150 FT WSW. OF FARMHOUSE OF HENRY J. BOHNE,
 MH0704'IN CONCRETE POST, STANDARD TABLET STAMPED---ET 2 DB 1964---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0901 ***********************************************************************
 NJ0901  DESIGNATION -  ET 2 GT
 NJ0901  PID         -  NJ0901
 NJ0901  STATE/COUNTY-  IA/JACKSON
 NJ0901  USGS QUAD   -  FULTON (1980)
 NJ0901
 NJ0901                         *CURRENT SURVEY CONTROL
 NJ0901  ___________________________________________________________________
 NJ0901* NAD 83(1996)-  42 14 28.21958(N)    090 38 53.58252(W)     ADJUSTED  
 NJ0901* NAVD 88     -       254.13   (+/-2cm)     833.8    (feet)  VERTCON   
 NJ0901  ___________________________________________________________________
 NJ0901  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 NJ0901  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 NJ0901
 NJ0901  HORZ ORDER  -  THIRD
 NJ0901  VERT ORDER  -  THIRD ? (See Below)
 NJ0901
 NJ0901.The horizontal coordinates were established by classical geodetic methods
 NJ0901.and adjusted by the National Geodetic Survey in May 1999..
 NJ0901
 NJ0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0901.The vertical order pertains to the NGVD 29 superseded value.
 NJ0901
 NJ0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0901
 NJ0901.The geoid height was determined by GEOID03.
 NJ0901
 NJ0901;                    North         East     Units Scale Factor Converg.
 NJ0901;SPC IA N     - 1,086,296.094 1,735,327.089   MT  0.99997290   +1 55 58.0
 NJ0901;UTM  15      - 4,679,231.730   694,037.205   MT  1.00006328   +1 34 53.3
 NJ0901
 NJ0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0901!SPC IA N     -   0.99996524  x   0.99997290  =   0.99993814
 NJ0901!UTM  15      -   0.99996524  x   1.00006328  =   1.00002852
 NJ0901
 NJ0901:                Primary Azimuth Mark                     Grid Az
 NJ0901:SPC IA N     -  W GABLE OF BARN                          100 21 56.0
 NJ0901:UTM  15      -  W GABLE OF BARN                          100 43 00.7
 NJ0901
 NJ0901|---------------------------------------------------------------------|
 NJ0901| PID    Reference Object                     Distance      Geod. Az  |
 NJ0901|                                                           dddmmss.s |
 NJ0901| CJ1658 W GABLE OF BARN                                    1021754.0 |
 NJ0901| CJ2068 S GABLE SHED                                       3580319.0 |
 NJ0901|---------------------------------------------------------------------|
 NJ0901
 NJ0901                          SUPERSEDED SURVEY CONTROL
 NJ0901
 NJ0901  NAD 83(1986)-  42 14 28.22285(N)    090 38 53.58066(W) AD(       ) 3
 NJ0901  NAD 27      -  42 14 28.18068(N)    090 38 53.11052(W) AD(       ) 3
 NJ0901  NGVD 29 (07/19/86)  254.17   (m)          833.9    (f) LEVELING    3  
 NJ0901
 NJ0901.Superseded values are not recommended for survey control.
 NJ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0901.See file dsdata.txt to determine how the superseded data were derived.
 NJ0901
 NJ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG9403779232(NAD 83)
 NJ0901_MARKER: DE = TRAVERSE STATION DISK
 NJ0901_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NJ0901
 NJ0901  HISTORY     - Date     Condition        Report By
 NJ0901  HISTORY     - 1960     MONUMENTED       USGS
 NJ0901  HISTORY     - 1977     GOOD             USGS
 NJ0901  HISTORY     - 19941118 MARK NOT FOUND   USPSQD
 NJ0901  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0901
 NJ0901                          STATION DESCRIPTION
 NJ0901
 NJ0901'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 NJ0901'ZWINGLE, 4.0 MI S. AND 2.1 MI E. OF.  0.3 MI N. OF SE. COR. OF SEC.
 NJ0901'19, T. 86 N., R. 3 E.  36 FT N. AND 186 FT W. OF CROSSROADS IN N.
 NJ0901'RIGHT - OF - WAY FENCE.  45 FT W. OF SW. COR. OF SCHOOLYARD.  IN
 NJ0901'CONCRETE POST.  A STANDARD TABLET STAMPED---ET 2 GT 1960---.
 NJ0901
 NJ0901                          STATION RECOVERY (1977)
 NJ0901
 NJ0901'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (RLS)
 NJ0901'REPORTED NOT FOUND.
 NJ0901
 NJ0901                          STATION RECOVERY (1994)
 NJ0901
 NJ0901'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0901'MARK NOT FOUND.
 NJ0901
 NJ0901                          STATION RECOVERY (2001)
 NJ0901
 NJ0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0901'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0801 ***********************************************************************
 NL0801  DESIGNATION -  ET 2 HK
 NL0801  PID         -  NL0801
 NL0801  STATE/COUNTY-  IA/WEBSTER
 NL0801  USGS QUAD   -  GOWRIE (1965)
 NL0801
 NL0801                         *CURRENT SURVEY CONTROL
 NL0801  ___________________________________________________________________
 NL0801* NAD 83(1996)-  42 15 11.43585(N)    094 16 56.75806(W)     ADJUSTED  
 NL0801* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 NL0801  ___________________________________________________________________
 NL0801  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 NL0801  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 NL0801
 NL0801  HORZ ORDER  -  THIRD
 NL0801
 NL0801.The horizontal coordinates were established by classical geodetic methods
 NL0801.and adjusted by the National Geodetic Survey in May 1999..
 NL0801
 NL0801.The orthometric height was scaled from a topographic map.
 NL0801
 NL0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0801
 NL0801.The geoid height was determined by GEOID03.
 NL0801
 NL0801;                    North         East     Units Scale Factor Converg.
 NL0801;SPC IA N     - 1,083,958.716 1,435,435.214   MT  0.99997138   -0 31 49.0
 NL0801;UTM  15      - 4,678,682.889   394,213.145   MT  0.99973769   -0 51 44.6
 NL0801
 NL0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0801!SPC IA N     -   0.99994954  x   0.99997138  =   0.99992092
 NL0801!UTM  15      -   0.99994954  x   0.99973769  =   0.99968724
 NL0801
 NL0801:                Primary Azimuth Mark                     Grid Az
 NL0801:SPC IA N     -  GOWRIE WATER TANK                        349 09 56.6
 NL0801:UTM  15      -  GOWRIE WATER TANK                        349 29 52.2
 NL0801
 NL0801|---------------------------------------------------------------------|
 NL0801| PID    Reference Object                     Distance      Geod. Az  |
 NL0801|                                                           dddmmss.s |
 NL0801| CI6429 GOWRIE WATER TANK                                  3483807.6 |
 NL0801|---------------------------------------------------------------------|
 NL0801
 NL0801                          SUPERSEDED SURVEY CONTROL
 NL0801
 NL0801  NAD 83(1996)-  42 15 11.42225(N)    094 16 56.75151(W) AD(       ) 3
 NL0801  NAD 83(1986)-  42 15 11.42432(N)    094 16 56.75522(W) AD(       ) 3
 NL0801  NAD 27      -  42 15 11.50181(N)    094 16 55.86964(W) AD(       ) 3
 NL0801
 NL0801.Superseded values are not recommended for survey control.
 NL0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0801.See file dsdata.txt to determine how the superseded data were derived.
 NL0801
 NL0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG9421378683(NAD 83)
 NL0801_MARKER: DD = SURVEY DISK
 NL0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0801
 NL0801  HISTORY     - Date     Condition        Report By
 NL0801  HISTORY     - 1964     MONUMENTED       USGS
 NL0801
 NL0801                          STATION DESCRIPTION
 NL0801
 NL0801'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NL0801'GOWRIE, 0.5 MI E. AND 2.0 MI S. OF, NEAR COR. SECS. 13, 18, 19 AND 24,
 NL0801'T. 86 N., RS. 29 AND 30 W., 31.5 FT N. AND 330 FT W. OF CROSSROADS,
 NL0801'3 FT E. OF POWER POLE, IN CONCRETE POST.  STANDARD TABLET STAMPED---ET
 NL0801'2 HK 1964---TOP OF WATER TANK IN GOWRIE, ABOUT 2.0 MI
 NL0801'DISTANT--N 11 DEG 22 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0681 ***********************************************************************
 MH0681  DESIGNATION -  ET 2 JA
 MH0681  PID         -  MH0681
 MH0681  STATE/COUNTY-  IA/DALLAS
 MH0681  USGS QUAD   -  DALLAS CENTER (1965)
 MH0681
 MH0681                         *CURRENT SURVEY CONTROL
 MH0681  ___________________________________________________________________
 MH0681* NAD 83(1996)-  41 43 06.50724(N)    093 54 13.11835(W)     ADJUSTED  
 MH0681* NAVD 88     -       322.5    (meters)    1058.     (feet)  VERTCON   
 MH0681  ___________________________________________________________________
 MH0681  LAPLACE CORR-          -8.05  (seconds)                    DEFLEC99
 MH0681  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 MH0681
 MH0681  HORZ ORDER  -  THIRD
 MH0681
 MH0681.The horizontal coordinates were established by classical geodetic methods
 MH0681.and adjusted by the National Geodetic Survey in May 1999..
 MH0681
 MH0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0681
 MH0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0681
 MH0681.The geoid height was determined by GEOID03.
 MH0681
 MH0681;                    North         East     Units Scale Factor Converg.
 MH0681;SPC IA S     -   190,917.170   466,411.275   MT  0.99998913   -0 15 57.2
 MH0681;SPC IA N     - 1,024,347.980 1,466,408.182   MT  1.00008140   -0 16 24.8
 MH0681;UTM  15      - 4,618,913.986   424,833.034   MT  0.99966953   -0 36 05.0
 MH0681
 MH0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0681!SPC IA S     -   0.99995417  x   0.99998913  =   0.99994330
 MH0681!SPC IA N     -   0.99995417  x   1.00008140  =   1.00003556
 MH0681!UTM  15      -   0.99995417  x   0.99966953  =   0.99962371
 MH0681
 MH0681:                Primary Azimuth Mark                     Grid Az
 MH0681:SPC IA S     -  WAUKEE MWT                               173 35 33.8
 MH0681:SPC IA N     -  WAUKEE MWT                               173 36 01.4
 MH0681:UTM  15      -  WAUKEE MWT                               173 55 41.6
 MH0681
 MH0681|---------------------------------------------------------------------|
 MH0681| PID    Reference Object                     Distance      Geod. Az  |
 MH0681|                                                           dddmmss.s |
 MH0681| CM2565 WAUKEE MWT                                         1731936.6 |
 MH0681|---------------------------------------------------------------------|
 MH0681
 MH0681                          SUPERSEDED SURVEY CONTROL
 MH0681
 MH0681  NAD 83(1986)-  41 43 06.50322(N)    093 54 13.12223(W) AD(       ) 3
 MH0681  NAD 27      -  41 43 06.54594(N)    093 54 12.31967(W) AD(       ) 3
 MH0681  NGVD 29 (07/19/86)  322.4    (m)         1058.     (f) VERT ANG       
 MH0681
 MH0681.Superseded values are not recommended for survey control.
 MH0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0681.See file dsdata.txt to determine how the superseded data were derived.
 MH0681
 MH0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG2483318914(NAD 83)
 MH0681_MARKER: DD = SURVEY DISK
 MH0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0681_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0681+STABILITY: SURFACE MOTION
 MH0681
 MH0681  HISTORY     - Date     Condition        Report By
 MH0681  HISTORY     - 1964     MONUMENTED       USGS
 MH0681  HISTORY     - 19910613 MARK NOT FOUND   USPSQD
 MH0681
 MH0681                          STATION DESCRIPTION
 MH0681
 MH0681'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0681'WAUKEE, 7.25 MI N. AND 0.75 MI W. OF, T. 80 N., R. 26 W., NEAR QUARTER
 MH0681'COR. BETWEEN SECS. 20 AND 29, ABOUT 400 FT ENE. OF RADAR TOWER, 3 FT
 MH0681'S. AND 4 FT W. OF FENCE COR., IN CONCRETE POST.  STANDARD TABLET
 MH0681'STAMPED---ET 2 JA 1964---FLT. 4 1 - 173.  WAUKEE MWT ABOUT
 MH0681'8.0 MI DISTANT--S 06 DEG 40 MIN E.
 MH0681
 MH0681                          STATION RECOVERY (1991)
 MH0681
 MH0681'RECOVERY NOTE BY US POWER SQUADRON 1991 (VEA)
 MH0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0754 ***********************************************************************
 NJ0754  CBN         -  This is a Cooperative Base Network Control Station.
 NJ0754  DESIGNATION -  ET 2 JS
 NJ0754  PID         -  NJ0754
 NJ0754  STATE/COUNTY-  IA/DELAWARE
 NJ0754  USGS QUAD   -  HOPKINTON EAST (1966)
 NJ0754
 NJ0754                         *CURRENT SURVEY CONTROL
 NJ0754  ___________________________________________________________________
 NJ0754* NAD 83(1996)-  42 22 26.88396(N)    091 08 43.43281(W)     ADJUSTED  
 NJ0754* NAVD 88     -       313.7    (meters)    1029.     (feet)  GPS OBS   
 NJ0754  ___________________________________________________________________
 NJ0754  X           -     -94,337.064 (meters)                     COMP
 NJ0754  Y           -  -4,718,356.018 (meters)                     COMP
 NJ0754  Z           -   4,276,586.147 (meters)                     COMP
 NJ0754  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 NJ0754  ELLIP HEIGHT-         281.81  (meters)          (06/15/04) GPS OBS
 NJ0754  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 NJ0754
 NJ0754  HORZ ORDER  -  B
 NJ0754  ELLP ORDER  -  FOURTH    CLASS I
 NJ0754
 NJ0754.The horizontal coordinates were established by GPS observations
 NJ0754.and adjusted by the National Geodetic Survey in August 1997..
 NJ0754
 NJ0754.The orthometric height was determined by GPS observations and a
 NJ0754.high-resolution geoid model.
 NJ0754
 NJ0754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0754
 NJ0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0754
 NJ0754.The ellipsoidal height was determined by GPS observations
 NJ0754.and is referenced to NAD 83.
 NJ0754
 NJ0754.The geoid height was determined by GEOID03.
 NJ0754
 NJ0754;                    North         East     Units Scale Factor Converg.
 NJ0754;SPC IA N     - 1,099,795.834 1,693,900.531   MT  0.99995842   +1 35 44.9
 NJ0754;UTM  15      - 4,692,983.158   652,693.220   MT  0.99988687   +1 15 00.7
 NJ0754
 NJ0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0754!SPC IA N     -   0.99995580  x   0.99995842  =   0.99991423
 NJ0754!UTM  15      -   0.99995580  x   0.99988687  =   0.99984268
 NJ0754
 NJ0754:                Primary Azimuth Mark                     Grid Az
 NJ0754:SPC IA N     -  WORTHINGTON S PAUL CATH CH SP            037 26 54.5
 NJ0754:UTM  15      -  WORTHINGTON S PAUL CATH CH SP            037 47 38.7
 NJ0754
 NJ0754|---------------------------------------------------------------------|
 NJ0754| PID    Reference Object                     Distance      Geod. Az  |
 NJ0754|                                                           dddmmss.s |
 NJ0754| NJ0748 WORTHINGTON S PAUL CATH CH SP       APPROX. 3.1 KM 0390239.4 |
 NJ0754| NJ0746 STA 5 CH 1879                       APPROX. 6.0 KM 0644957.2 |
 NJ0754| NJ0759 HOPKINTON MWT                       APPROX. 8.5 KM 2502736.5 |
 NJ0754| NJ0718 PETERSBURG ST PET PAUL CATH CH      APPROX.20.9 KM 3442322.5 |
 NJ0754|---------------------------------------------------------------------|
 NJ0754
 NJ0754                          SUPERSEDED SURVEY CONTROL
 NJ0754
 NJ0754  ELLIP H (08/25/97)  281.85   (m)                       GP(       ) 4 1
 NJ0754  NAD 83(1986)-  42 22 26.94880(N)    091 08 43.42291(W) AD(       ) 3
 NJ0754  NAD 27      -  42 22 26.80581(N)    091 08 42.91375(W) AD(       ) 3
 NJ0754
 NJ0754.Superseded values are not recommended for survey control.
 NJ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0754.See file dsdata.txt to determine how the superseded data were derived.
 NJ0754
 NJ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG5269392983(NAD 83)
 NJ0754_MARKER: DE = TRAVERSE STATION DISK
 NJ0754_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NJ0754_STAMPING: ET 2 JS 1964
 NJ0754_MARK LOGO: USGS  
 NJ0754_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0754+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 NJ0754
 NJ0754  HISTORY     - Date     Condition        Report By
 NJ0754  HISTORY     - 1964     MONUMENTED       USGS
 NJ0754  HISTORY     - 19960919 GOOD             IADT
 NJ0754  HISTORY     - 20060415 GOOD             GEOCAC
 NJ0754
 NJ0754                          STATION DESCRIPTION
 NJ0754
 NJ0754'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NJ0754'WORTHINGTON, ABOUT 1.5 MI W. AND 1.5 MI S. OF.  ABOUT 0.25 MI E. AND
 NJ0754'0.1 MI S. OF QUARTER COR. BETWEEN SECS. 1 AND 2, T. 87 N., R. 3 W.  AT
 NJ0754'SUMMIT OF N. - S. RD. ON RIDGE AT TOP OF STEEP BANK ON W. SIDE OF RD.
 NJ0754'ABOUT 0.1 MI S. OF A PRIVATE RD. W.  50 FT W. OF CENTER OF N. - S. RD.
 NJ0754'59 FT E. - NE. OF A WINDMILL, 5 FT S. OF COR. POST OF FENCES N. - W.
 NJ0754'IN CONCRETE POST.  A STANDARD TABLET STAMPED---ET 2 JS 1964---.
 NJ0754
 NJ0754                          STATION RECOVERY (1996)
 NJ0754
 NJ0754'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 NJ0754'RECOVERED IN 1996 BY IOWA DOT.  LOCATED 7.5 MI (12.1 KM) SOUTH OF
 NJ0754'DYERSVILLE, AND 5.5 MI (8.9 KM) NORTHEAST OF HOPKINTON.  TO REACH THE
 NJ0754'STATION FROM THE JUNCTION OF COUNTY ROADS X 47 AND D 35 WEST OF
 NJ0754'WORTHINGTON, GO EAST ON PAVED COUNTY ROAD D 35 FOR 2.3 MI (3.7 KM) TO
 NJ0754'A T-INTERSECTION.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD (332ND
 NJ0754'AVENUE) FOR 1.2 MI (1.9 KM) TO THE TOP OF A RIDGELINE, WITH A FIELD
 NJ0754'ENTRANCE EAST AND THE STATION, ON A HIGH BANK, ON THE WEST.  THE
 NJ0754'MONUMENT IS LOCATED 0.4 M (1.3 FT) EAST OF A WIRE FENCE, 0.3 M (1.0
 NJ0754'FT) EAST OF A PINK STATE HARN SURVEY SIGN, AND APPROX.  50 FT (15.2 M)
 NJ0754'WEST OF THE CENTER OF THE GRAVEL ROAD.  THE WINDMILL MENTIONED IN THE
 NJ0754'1964 DESCRIPTION IS NO LONGER THERE.
 NJ0754
 NJ0754                          STATION RECOVERY (2006)
 NJ0754
 NJ0754'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0588 ***********************************************************************
 LE0588  CBN         -  This is a Cooperative Base Network Control Station.
 LE0588  DESIGNATION -  ET 2 MES
 LE0588  PID         -  LE0588
 LE0588  STATE/COUNTY-  IA/DECATUR
 LE0588  USGS QUAD   -  PLEASANTON (1964)
 LE0588
 LE0588                         *CURRENT SURVEY CONTROL
 LE0588  ___________________________________________________________________
 LE0588* NAD 83(1996)-  40 37 19.56749(N)    093 44 51.66385(W)     ADJUSTED  
 LE0588* NAVD 88     -       331.3    (meters)    1087.     (feet)  GPS OBS   
 LE0588  ___________________________________________________________________
 LE0588  X           -    -316,894.927 (meters)                     COMP
 LE0588  Y           -  -4,837,878.183 (meters)                     COMP
 LE0588  Z           -   4,130,855.908 (meters)                     COMP
 LE0588  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 LE0588  ELLIP HEIGHT-         299.75  (meters)          (06/15/04) GPS OBS
 LE0588  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 LE0588
 LE0588  HORZ ORDER  -  B
 LE0588  ELLP ORDER  -  FOURTH    CLASS I
 LE0588
 LE0588.The horizontal coordinates were established by GPS observations
 LE0588.and adjusted by the National Geodetic Survey in August 1997..
 LE0588
 LE0588.The orthometric height was determined by GPS observations and a
 LE0588.high-resolution geoid model.
 LE0588
 LE0588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LE0588
 LE0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0588
 LE0588.The ellipsoidal height was determined by GPS observations
 LE0588.and is referenced to NAD 83.
 LE0588
 LE0588.The geoid height was determined by GEOID03.
 LE0588
 LE0588;                    North         East     Units Scale Factor Converg.
 LE0588;SPC IA S     -    69,113.466   479,042.510   MT  0.99999905   -0 09 47.3
 LE0588;UTM  15      - 4,497,076.840   436,760.549   MT  0.99964922   -0 29 12.5
 LE0588
 LE0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0588!SPC IA S     -   0.99995298  x   0.99999905  =   0.99995203
 LE0588!UTM  15      -   0.99995298  x   0.99964922  =   0.99960222
 LE0588
 LE0588:                Primary Azimuth Mark                     Grid Az
 LE0588:SPC IA S     -  ET 2 MES AZ MK                           103 00 10.1
 LE0588:UTM  15      -  ET 2 MES AZ MK                           103 19 35.3
 LE0588
 LE0588|---------------------------------------------------------------------|
 LE0588| PID    Reference Object                     Distance      Geod. Az  |
 LE0588|                                                           dddmmss.s |
 LE0588| CL8464 ET 2 MES AZ MK                                     1025022.8 |
 LE0588| LE0586 STA 7 CH 1711                       APPROX. 2.6 KM 1352317.3 |
 LE0588| CL8465 ET 2 MES RM                                        31911     |
 LE0588|---------------------------------------------------------------------|
 LE0588
 LE0588                          SUPERSEDED SURVEY CONTROL
 LE0588
 LE0588  ELLIP H (08/25/97)  299.80   (m)                       GP(       ) 4 1
 LE0588  NAD 83(1986)-  40 37 19.56870(N)    093 44 51.65697(W) AD(       ) 3
 LE0588  NAD 27      -  40 37 19.54619(N)    093 44 50.83921(W) AD(       ) 3
 LE0588  NGVD 29 (07/19/86)  331.18   (m)         1086.5    (f) LEVELING    3  
 LE0588
 LE0588.Superseded values are not recommended for survey control.
 LE0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0588.See file dsdata.txt to determine how the superseded data were derived.
 LE0588
 LE0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE3676197077(NAD 83)
 LE0588_MARKER: DD = SURVEY DISK
 LE0588_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LE0588_STAMPING: ET 2 MES 1963
 LE0588_MARK LOGO: USGS  
 LE0588_MAGNETIC: N = NO MAGNETIC MATERIAL
 LE0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0588+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1997
 LE0588
 LE0588  HISTORY     - Date     Condition        Report By
 LE0588  HISTORY     - 1962     MONUMENTED       USGS
 LE0588  HISTORY     - 19970115 GOOD             NGS
 LE0588
 LE0588                          STATION DESCRIPTION
 LE0588
 LE0588'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LE0588'PLEASANTON, 2.5 MI N. OF, IN THE NW. QUARTER OF SEC. 9, T. 67 N., R.
 LE0588'25 W., 76.0 FT S. OF AN ABANDONED STUCCO FARM HOUSE, AT THE CREST OF A
 LE0588'RIDGE.  14 FT S. OF CENTER OF A WIRE GATE AT A FARM DRIVE E.  29 FT E.
 LE0588'OF THE CENTER OF A GRAVEL ROAD.  2.0 FT W. OF THE E. RIGHT - OF - WAY
 LE0588'FENCE, 1.5 FT W. OF WITNESS POST, IN THE TOP OF A CONCRETE POST
 LE0588'PROJECTING 2 - IN.  A STANDARD TABLET STAMPED---ET 2 MES 1962---.
 LE0588
 LE0588                          STATION RECOVERY (1997)
 LE0588
 LE0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 LE0588'TO REACH FROM THE POST OFFICE IN DAVIS CITY, IA, PROCEED SOUTHWEST ON
 LE0588'US HWY 69 FOR 0.55 MI (0.89 KM) TO A PAVED ROAD LEFT.  TURN LEFT ON
 LE0588'DECATUR COUNTY ROAD J66 AND PROCEED SOUTH FOR 5.7 MI (9.2 KM) TO A
 LE0588'PAVED ROAD LEFT LEADING TO THE NINE EAGLES STATE PARK.  CONTINUE SOUTH
 LE0588'ON J66 FOR 0.35 MI (0.56 KM) TO A GRAVEL ROAD LEFT.  TURN LEFT AND
 LE0588'PROCEED NORTH ON THE GRAVEL ROAD FOR 0.4 MI (0.6 KM) TO A CEMETARY ON
 LE0588'THE LEFT.  CONTINUE NORTH ON THE GRAVEL ROAD FOR 1.9 MI (3.1 KM) TO
 LE0588'THE STATION ON THE RIGHT.  THE STATION IS A STANDARD TABLET
 LE0588'STAMPED---ET 2 MES 1962---.  IN THE TOP OF A CONCRETE POST PROJECTING
 LE0588'2 IN FROM THE GROUND.  THE STAION IS 9.0M EAST OF THE CENTER OF THE
 LE0588'GRAVEL ROAD, 4.6M SOUTH OF THE CENTER OF A FIELD ENTRANCE ROAD, 0.5M
 LE0588'WEST OF A STATE HARN WITNESS POST, AND 0.2M EAST OF A NGS METAL
 LE0588'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0703 ***********************************************************************
 MH0703  DESIGNATION -  ET 20 JHB
 MH0703  PID         -  MH0703
 MH0703  STATE/COUNTY-  IA/MARION
 MH0703  USGS QUAD   -  PRAIRIE CITY (1965)
 MH0703
 MH0703                         *CURRENT SURVEY CONTROL
 MH0703  ___________________________________________________________________
 MH0703* NAD 83(1996)-  41 30 01.90923(N)    093 14 02.16596(W)     ADJUSTED  
 MH0703* NAVD 88     -       268.44   (+/-2cm)     880.7    (feet)  VERTCON   
 MH0703  ___________________________________________________________________
 MH0703  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 MH0703  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 MH0703
 MH0703  HORZ ORDER  -  THIRD
 MH0703  VERT ORDER  -  THIRD ? (See Below)
 MH0703
 MH0703.The horizontal coordinates were established by classical geodetic methods
 MH0703.and adjusted by the National Geodetic Survey in May 1999..
 MH0703
 MH0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0703.The vertical order pertains to the NGVD 29 superseded value.
 MH0703
 MH0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0703
 MH0703.The geoid height was determined by GEOID03.
 MH0703
 MH0703;                    North         East     Units Scale Factor Converg.
 MH0703;SPC IA S     -   166,667.739   522,214.349   MT  0.99996201   +0 10 30.9
 MH0703;UTM  15      - 4,594,349.512   480,475.290   MT  0.99960469   -0 09 18.0
 MH0703
 MH0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0703!SPC IA S     -   0.99996288  x   0.99996201  =   0.99992489
 MH0703!UTM  15      -   0.99996288  x   0.99960469  =   0.99956759
 MH0703
 MH0703:                Primary Azimuth Mark                     Grid Az
 MH0703:SPC IA S     -  PLEASANTVILLE WATER TOWER                192 34 34.0
 MH0703:UTM  15      -  PLEASANTVILLE WATER TOWER                192 54 22.9
 MH0703
 MH0703|---------------------------------------------------------------------|
 MH0703| PID    Reference Object                     Distance      Geod. Az  |
 MH0703|                                                           dddmmss.s |
 MH0703| MH0651 PLEASANTVILLE WATER TOWER           APPROX.13.0 KM 1924504.9 |
 MH0703|---------------------------------------------------------------------|
 MH0703
 MH0703                          SUPERSEDED SURVEY CONTROL
 MH0703
 MH0703  NAD 83(1986)-  41 30 01.91458(N)    093 14 02.17301(W) AD(       ) 3
 MH0703  NGVD 29 (05/22/90)  268.41   (m)          880.6    (f) LEVELING    3  
 MH0703
 MH0703.Superseded values are not recommended for survey control.
 MH0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0703.See file dsdata.txt to determine how the superseded data were derived.
 MH0703
 MH0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF8047594350(NAD 83)
 MH0703_MARKER: DE = TRAVERSE STATION DISK
 MH0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0703_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0703+STABILITY: SURFACE MOTION
 MH0703
 MH0703  HISTORY     - Date     Condition        Report By
 MH0703  HISTORY     - 1964     MONUMENTED       USGS
 MH0703
 MH0703                          STATION DESCRIPTION
 MH0703
 MH0703'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0703'PRAIRIE CITY, 6.0 MI S. OF, T. 77 N., R. 21 W., APPROX. QUARTER
 MH0703'CORNER BETWEEN SECS. 1 AND 2, 258 FT S. AN 37.3 FT E. OF
 MH0703'CROSSROADS, ON A CUT 1.7 FT W. OF N.-S. FENCE, 1.7 FT W. OF
 MH0703'METAL WITNESS POST, A STANDARD TABLET STAMPED---20 JHB ET 1964---
 MH0703'AZIMUTH TO PLEASANTVILLE WATER TANK 12 45 05.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0729 ***********************************************************************
 NJ0729  DESIGNATION -  ET 20 JRE
 NJ0729  PID         -  NJ0729
 NJ0729  STATE/COUNTY-  IA/DELAWARE
 NJ0729  USGS QUAD   -  GREELEY (1965)
 NJ0729
 NJ0729                         *CURRENT SURVEY CONTROL
 NJ0729  ___________________________________________________________________
 NJ0729* NAD 83(1996)-  42 30 22.34225(N)    091 22 28.39958(W)     ADJUSTED  
 NJ0729* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 NJ0729  ___________________________________________________________________
 NJ0729  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 NJ0729  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 NJ0729
 NJ0729  HORZ ORDER  -  THIRD
 NJ0729
 NJ0729.The horizontal coordinates were established by classical geodetic methods
 NJ0729.and adjusted by the National Geodetic Survey in May 1999..
 NJ0729
 NJ0729.The orthometric height was scaled from a topographic map.
 NJ0729
 NJ0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0729
 NJ0729.The geoid height was determined by GEOID03.
 NJ0729
 NJ0729;                    North         East     Units Scale Factor Converg.
 NJ0729;SPC IA N     - 1,113,961.256 1,674,664.908   MT  0.99994932   +1 26 25.8
 NJ0729;UTM  15      - 4,707,262.302   633,544.875   MT  0.99981942   +1 05 54.3
 NJ0729
 NJ0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0729!SPC IA N     -   0.99995373  x   0.99994932  =   0.99990305
 NJ0729!UTM  15      -   0.99995373  x   0.99981942  =   0.99977315
 NJ0729
 NJ0729|---------------------------------------------------------------------|
 NJ0729| PID    Reference Object                     Distance      Geod. Az  |
 NJ0729|                                                           dddmmss.s |
 NJ0729| CI6372 GABLE BARN E                                       08815     |
 NJ0729| NJ0730 STA 251 CH 1843                     APPROX. 3.6 KM 2693718.8 |
 NJ0729| CI6116 CHIMNEY HOUSE NW                                   27923     |
 NJ0729|---------------------------------------------------------------------|
 NJ0729
 NJ0729                          SUPERSEDED SURVEY CONTROL
 NJ0729
 NJ0729  NAD 83(1996)-  42 30 22.34167(N)    091 22 28.39866(W) AD(       ) 3
 NJ0729  NAD 83(1986)-  42 30 22.35137(N)    091 22 28.36772(W) AD(       ) 3
 NJ0729  NAD 27      -  42 30 22.32228(N)    091 22 27.97456(W) AD(       ) 3
 NJ0729
 NJ0729.Superseded values are not recommended for survey control.
 NJ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0729.See file dsdata.txt to determine how the superseded data were derived.
 NJ0729
 NJ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH3354507262(NAD 83)
 NJ0729_MARKER: DE = TRAVERSE STATION DISK
 NJ0729_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NJ0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0729+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2005
 NJ0729
 NJ0729  HISTORY     - Date     Condition        Report By
 NJ0729  HISTORY     - 1964     MONUMENTED       USGS
 NJ0729  HISTORY     - 20050911 GOOD             GEOCAC
 NJ0729
 NJ0729                          STATION DESCRIPTION
 NJ0729
 NJ0729'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NJ0729'DELAWARE, 2.0 MI N. AND 1.8 MI W. OF.  ONEIDA, 2.5 MI S. AND 1.0 MI W.
 NJ0729'OF, JUST W. OF THE E. QUARTER COR. OF SEC. 24, T. 89 N., R. 5 W., NE.
 NJ0729'COR. OF FRONT YARD OF LARGE WHITE HOUSE ON S. SIDE OF RD., ABOUT 10 FT
 NJ0729'N. OF A ROW OF CEDAR TREES /WINDBREAK/, 36 FT S. AND 45 FT E. OF
 NJ0729'CENTER OF RD. AT DRIVE S., 5 FT NE. OF POWER POLE, IN A CONCRETE POST
 NJ0729'PROJECTING 6 IN.  A STANDARD TABLET STAMPED---ET 20 JRE 1964--- BRICK
 NJ0729'CHIMNEY ON LARGE WHITE HOUSE ABOUT 2.0 MI DISTANT--N 80 DEG 37 MIN W.
 NJ0729'GABLE ON SMALL RED BARN ABOUT 1.0 MI DISTANT--N 88 DEG 15 MIN E.
 NJ0729
 NJ0729                          STATION RECOVERY (2005)
 NJ0729
 NJ0729'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0729'IN THE FRONT YARD AT 2184 195TH ST. BESIDE A METAL WITNESS POST.  RED
 NJ0729'BARN REFERENCE OBJECT 1 MILE EAST WAS NOT FOUND.  CHIMNEY REFERENCE
 NJ0729'OBJECT 2 MILES WEST WAS FOUND.
 NJ0729' 
 NJ0729'CEDAR TREES BLOCKING GPS RECEPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1402 ***********************************************************************
 LF1402  DESIGNATION -  ET 24 JWO
 LF1402  PID         -  LF1402
 LF1402  STATE/COUNTY-  IA/FREMONT
 LF1402  USGS QUAD   -  SIDNEY (1981)
 LF1402
 LF1402                         *CURRENT SURVEY CONTROL
 LF1402  ___________________________________________________________________
 LF1402* NAD 83(1996)-  40 44 23.15260(N)    095 40 13.95959(W)     ADJUSTED  
 LF1402* NAVD 88     -       366.4    (meters)    1202.     (feet)  VERTCON   
 LF1402  ___________________________________________________________________
 LF1402  LAPLACE CORR-          -7.21  (seconds)                    DEFLEC99
 LF1402  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LF1402
 LF1402  HORZ ORDER  -  THIRD
 LF1402
 LF1402.The horizontal coordinates were established by classical geodetic methods
 LF1402.and adjusted by the National Geodetic Survey in May 1999..
 LF1402
 LF1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1402
 LF1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1402
 LF1402.The geoid height was determined by GEOID03.
 LF1402
 LF1402;                    North         East     Units Scale Factor Converg.
 LF1402;SPC IA S     -    84,436.933   316,687.065   MT  0.99998055   -1 25 47.1
 LF1402;UTM  15      - 4,513,300.020   274,509.832   MT  1.00022588   -1 44 36.9
 LF1402
 LF1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1402!SPC IA S     -   0.99994718  x   0.99998055  =   0.99992773
 LF1402!UTM  15      -   0.99994718  x   1.00022588  =   1.00017305
 LF1402
 LF1402:                Primary Azimuth Mark                     Grid Az
 LF1402:SPC IA S     -  SIDNEY MUNICIPAL TANK                    060 42 37.3
 LF1402:UTM  15      -  SIDNEY MUNICIPAL TANK                    061 01 27.1
 LF1402
 LF1402|---------------------------------------------------------------------|
 LF1402| PID    Reference Object                     Distance      Geod. Az  |
 LF1402|                                                           dddmmss.s |
 LF1402| LF1399 SIDNEY MUNICIPAL TANK               APPROX. 1.7 KM 0591650.2 |
 LF1402| CL7597 SINGLE TOWER MAST                                  33714     |
 LF1402|---------------------------------------------------------------------|
 LF1402
 LF1402                          SUPERSEDED SURVEY CONTROL
 LF1402
 LF1402  NAD 83(1996)-  40 44 23.16342(N)    095 40 13.96759(W) AD(       ) 3
 LF1402  NAD 83(1986)-  40 44 23.17025(N)    095 40 13.96421(W) AD(       ) 3
 LF1402  NAD 27      -  40 44 23.16024(N)    095 40 12.97319(W) AD(       ) 3
 LF1402  NGVD 29 (07/19/86)  366.3    (m)         1202.     (f) VERT ANG       
 LF1402
 LF1402.Superseded values are not recommended for survey control.
 LF1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1402.See file dsdata.txt to determine how the superseded data were derived.
 LF1402
 LF1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF7451013300(NAD 83)
 LF1402_MARKER: DE = TRAVERSE STATION DISK
 LF1402_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1402+WITH SETTING: INFORMATION.
 LF1402_SP_SET: PREFABRICATED CONCRETE POST
 LF1402
 LF1402  HISTORY     - Date     Condition        Report By
 LF1402  HISTORY     - 1975     MONUMENTED       USGS
 LF1402
 LF1402                          STATION DESCRIPTION
 LF1402
 LF1402'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1402'SIDNEY, 0.6 MI S. AND 1.25 MI W. OF, LOCATED NEAR THE N. SIXTEENTH
 LF1402'COR. BETWEEN SECS. 33 AND 34, T. 69 N., R. 42 W., 165 FT S. AND 30 FT
 LF1402'W. OF T - RD. S., 13 FT N. AND 30 FT W. OF CENTERLINE OF N. - S. ROAD
 LF1402'AT GATE ENTRANCE W., 5 FT N. OF RIGHT - OF - WAY FENCE CORNER AND
 LF1402'WITNESS SIGN, A STANDARD TABLET WELDED TO 10 FT OF COPPER WELD ROD,
 LF1402'PROTECTED BY A 5 - IN. DRAIN TILE SET 0.1 FT BELOW THE GROUND AND
 LF1402'STAMPED---ET 24 JWO 1975---.  MWT IN SIDNEY
 LF1402'ABOUT 1.5 MI NE.--N 59 DEG 17 MIN E.  SINGLE TOWER RADIO
 LF1402'MAST ABOUT 4 MI NNW.--N 22 DEG 46 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1395 ***********************************************************************
 LF1395  DESIGNATION -  ET 25 JWO
 LF1395  PID         -  LF1395
 LF1395  STATE/COUNTY-  IA/FREMONT
 LF1395  USGS QUAD   -  RANDOLPH (1957)
 LF1395
 LF1395                         *CURRENT SURVEY CONTROL
 LF1395  ___________________________________________________________________
 LF1395* NAD 83(1996)-  40 45 03.04909(N)    095 30 06.77693(W)     ADJUSTED  
 LF1395* NAVD 88     -       335.8    (meters)    1102.     (feet)  VERTCON   
 LF1395  ___________________________________________________________________
 LF1395  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 LF1395  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LF1395
 LF1395  HORZ ORDER  -  THIRD
 LF1395
 LF1395.The horizontal coordinates were established by classical geodetic methods
 LF1395.and adjusted by the National Geodetic Survey in May 1999..
 LF1395
 LF1395.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1395
 LF1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1395
 LF1395.The geoid height was determined by GEOID03.
 LF1395
 LF1395;                    North         East     Units Scale Factor Converg.
 LF1395;SPC IA S     -    85,325.626   330,957.071   MT  0.99997903   -1 19 07.1
 LF1395;UTM  15      - 4,514,110.543   288,787.460   MT  1.00014912   -1 38 01.5
 LF1395
 LF1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1395!SPC IA S     -   0.99995205  x   0.99997903  =   0.99993108
 LF1395!UTM  15      -   0.99995205  x   1.00014912  =   1.00010117
 LF1395
 LF1395|---------------------------------------------------------------------|
 LF1395| PID    Reference Object                     Distance      Geod. Az  |
 LF1395|                                                           dddmmss.s |
 LF1395| CL8233 RADIO MAST E                                       08638     |
 LF1395| LF1399 SIDNEY MUNICIPAL TANK               APPROX.12.8 KM 2682122.9 |
 LF1395|---------------------------------------------------------------------|
 LF1395
 LF1395                          SUPERSEDED SURVEY CONTROL
 LF1395
 LF1395  NAD 83(1996)-  40 45 03.06814(N)    095 30 06.78666(W) AD(       ) 3
 LF1395  NAD 83(1986)-  40 45 03.07349(N)    095 30 06.78400(W) AD(       ) 3
 LF1395  NAD 27      -  40 45 03.06629(N)    095 30 05.81224(W) AD(       ) 3
 LF1395  NGVD 29 (07/19/86)  335.7    (m)         1101.     (f) VERT ANG       
 LF1395
 LF1395.Superseded values are not recommended for survey control.
 LF1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1395.See file dsdata.txt to determine how the superseded data were derived.
 LF1395
 LF1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF8878714111(NAD 83)
 LF1395_MARKER: DE = TRAVERSE STATION DISK
 LF1395_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1395+WITH SETTING: INFORMATION.
 LF1395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1395
 LF1395  HISTORY     - Date     Condition        Report By
 LF1395  HISTORY     - 1975     MONUMENTED       USGS
 LF1395
 LF1395                          STATION DESCRIPTION
 LF1395
 LF1395'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1395'FARRAGOT, 2 MI N. AND 1.1 MI W. OF, LOCATED 0.4 MI E. OF THE CENTER OF
 LF1395'SEC 25, T. 69 N., R. 41 W., AT HIGH ROAD CUT ON N. SIDE OF NEW STATE
 LF1395'HWY. 2, 250 FT N. OF CENTERLINE OF STATE HWY. 2(SLOPE, DISTANCE) 31 FT
 LF1395'W. OF FENCE CORNER, 4 FT S. OF RIGHT - OF - WAY FENCE AND WITNESS SIGN
 LF1395'A STANDARD TABLET WELDED ON 10 FT OF COPPER WELD ROD, PROTECTED BY A 5
 LF1395'- IN DRAIN TILE, SET FLUSH WITH THE GROUND AND STAMPED---ET 25 JWO
 LF1395'1975---.  MWT IN SIDNEY ABOUT 7.5 MI W.--S 88 DEG 21 MIN W.
 LF1395'RADIO MAST ABOUT 7 MI E.--N 86 DEG 38 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1325 ***********************************************************************
 LF1325  DESIGNATION -  ET 26 JWO
 LF1325  PID         -  LF1325
 LF1325  STATE/COUNTY-  IA/PAGE
 LF1325  USGS QUAD   -  BINGHAM (1981)
 LF1325
 LF1325                         *CURRENT SURVEY CONTROL
 LF1325  ___________________________________________________________________
 LF1325* NAD 83(1996)-  40 44 32.61801(N)    095 22 00.08174(W)     ADJUSTED  
 LF1325* NAVD 88     -       341.6    (meters)    1121.     (feet)  VERTCON   
 LF1325  ___________________________________________________________________
 LF1325  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 LF1325  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LF1325
 LF1325  HORZ ORDER  -  THIRD
 LF1325
 LF1325.The horizontal coordinates were established by classical geodetic methods
 LF1325.and adjusted by the National Geodetic Survey in May 1999..
 LF1325
 LF1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1325
 LF1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1325
 LF1325.The geoid height was determined by GEOID03.
 LF1325
 LF1325;                    North         East     Units Scale Factor Converg.
 LF1325;SPC IA S     -    84,133.291   342,351.086   MT  0.99998019   -1 13 46.5
 LF1325;UTM  15      - 4,512,855.341   300,176.340   MT  1.00009150   -1 32 42.5
 LF1325
 LF1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1325!SPC IA S     -   0.99995119  x   0.99998019  =   0.99993138
 LF1325!UTM  15      -   0.99995119  x   1.00009150  =   1.00004269
 LF1325
 LF1325:                Primary Azimuth Mark                     Grid Az
 LF1325:SPC IA S     -  SHENANDOAH MWT                           010 20 37.2
 LF1325:UTM  15      -  SHENANDOAH MWT                           010 39 33.2
 LF1325
 LF1325|---------------------------------------------------------------------|
 LF1325| PID    Reference Object                     Distance      Geod. Az  |
 LF1325|                                                           dddmmss.s |
 LF1325| CL7587 SHENANDOAH MWT                                     0090650.7 |
 LF1325| CL7596 SINGLE MICRO TOWER NE                              04619     |
 LF1325|---------------------------------------------------------------------|
 LF1325
 LF1325                          SUPERSEDED SURVEY CONTROL
 LF1325
 LF1325  NAD 83(1996)-  40 44 32.64174(N)    095 22 00.09136(W) AD(       ) 3
 LF1325  NAD 83(1986)-  40 44 32.64548(N)    095 22 00.08956(W) AD(       ) 3
 LF1325  NAD 27      -  40 44 32.64186(N)    095 21 59.13267(W) AD(       ) 3
 LF1325  NGVD 29 (07/19/86)  341.5    (m)         1120.     (f) VERT ANG       
 LF1325
 LF1325.Superseded values are not recommended for survey control.
 LF1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1325.See file dsdata.txt to determine how the superseded data were derived.
 LF1325
 LF1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF0017612855(NAD 83)
 LF1325_MARKER: DE = TRAVERSE STATION DISK
 LF1325_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1325+WITH SETTING: INFORMATION.
 LF1325_SP_SET: PREFABRICATED CONCRETE POST
 LF1325
 LF1325  HISTORY     - Date     Condition        Report By
 LF1325  HISTORY     - 1975     MONUMENTED       USGS
 LF1325
 LF1325                          STATION DESCRIPTION
 LF1325
 LF1325'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1325'SHENANDOAH, 10 MI S. OF, NEAR THE COR. OF SECS. 29, 30, 31 AND 32, T.
 LF1325'69 N., R. 39 W., AT THE TOP OF CUT BANK S. OF FRONTAGE ROAD, 216 FT S.
 LF1325'AND 205 FT W. OF THE JUNCTION OF STATE HWY. 2 AND COUNTY ROAD, 78 FT
 LF1325'S. AND 132 FT E. OF CENTERLINE OF E. - W. FRONTAGE ROAD AT ROAD
 LF1325'PRIVATE DRIVE S., 97 FT SE., 19 FT NE. OF FENCE CORNER (NORMAL TO
 LF1325'FENCE SE.) 19 FT NE. OF WITNESS SIGN AND RIGHT - OF - WAY FENCE, A
 LF1325'STANDARD TABLET WELDED ON 10 FT OF COPPER WELD ROD PROTECTED BY A 5 -
 LF1325'IN. DRAIN TILE, SET FLUSH WITH THE GROUND AND STAMPED---ET 26 JWO 1975
 LF1325'---.  SHENANDOAH MWT ABOUT 1 MI NNE.--N 09 DEG 07 MIN E.
 LF1325'SINGLE MAST MICRO - TOWER ABOUT 3 MI NE.--N 46 DEG 19 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1324 ***********************************************************************
 LF1324  DESIGNATION -  ET 27 JWO
 LF1324  PID         -  LF1324
 LF1324  STATE/COUNTY-  IA/PAGE
 LF1324  USGS QUAD   -  STANTON SW (1978)
 LF1324
 LF1324                         *CURRENT SURVEY CONTROL
 LF1324  ___________________________________________________________________
 LF1324* NAD 83(1996)-  40 45 11.71514(N)    095 14 04.26173(W)     ADJUSTED  
 LF1324* NAVD 88     -       363.5    (meters)    1193.     (feet)  VERTCON   
 LF1324  ___________________________________________________________________
 LF1324  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 LF1324  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LF1324
 LF1324  HORZ ORDER  -  THIRD
 LF1324
 LF1324.The horizontal coordinates were established by classical geodetic methods
 LF1324.and adjusted by the National Geodetic Survey in May 1999..
 LF1324
 LF1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1324
 LF1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1324
 LF1324.The geoid height was determined by GEOID03.
 LF1324
 LF1324;                    North         East     Units Scale Factor Converg.
 LF1324;SPC IA S     -    85,107.983   353,536.037   MT  0.99997870   -1 08 33.1
 LF1324;UTM  15      - 4,513,768.392   311,367.449   MT  1.00003798   -1 27 32.9
 LF1324
 LF1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1324!SPC IA S     -   0.99994778  x   0.99997870  =   0.99992648
 LF1324!UTM  15      -   0.99994778  x   1.00003798  =   0.99998576
 LF1324
 LF1324|---------------------------------------------------------------------|
 LF1324| PID    Reference Object                     Distance      Geod. Az  |
 LF1324|                                                           dddmmss.s |
 LF1324| CL8233 RADIO MAST E                                       09501     |
 LF1324| CL8236 RADIO MAST WNW                                     2730436.7 |
 LF1324|---------------------------------------------------------------------|
 LF1324
 LF1324                          SUPERSEDED SURVEY CONTROL
 LF1324
 LF1324  NAD 83(1996)-  40 45 11.74036(N)    095 14 04.27233(W) AD(       ) 3
 LF1324  NAD 83(1986)-  40 45 11.74243(N)    095 14 04.27101(W) AD(       ) 3
 LF1324  NAD 27      -  40 45 11.74649(N)    095 14 03.32975(W) AD(       ) 3
 LF1324  NGVD 29 (07/19/86)  363.4    (m)         1192.     (f) VERT ANG       
 LF1324
 LF1324.Superseded values are not recommended for survey control.
 LF1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1324.See file dsdata.txt to determine how the superseded data were derived.
 LF1324
 LF1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF1136713768(NAD 83)
 LF1324_MARKER: DE = TRAVERSE STATION DISK
 LF1324_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1324+WITH SETTING: INFORMATION.
 LF1324_SP_SET: PREFABRICATED CONCRETE POST
 LF1324
 LF1324  HISTORY     - Date     Condition        Report By
 LF1324  HISTORY     - 1975     MONUMENTED       USGS
 LF1324
 LF1324                          STATION DESCRIPTION
 LF1324
 LF1324'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1324'SHENANDOAH, 0.75 MI S. AND 6.7 MI E. OF, 0.05 MI W. OF THE N.
 LF1324'SIXTEENTH COR. BETWEEN SECS. 28, 29, T. 69 N., R. 38 W., 17 FT S. AND
 LF1324'25 FT W. OF CENTERLINE OF E. - W. ROAD AT PRIVATE DRIVE S., 17 FT S.
 LF1324'AND 147 FT E. OF CENTERLINE OF E. - W. ROAD AT PRIVATE DRIVE N., 4 FT
 LF1324'N. OF TELEPHONE POLE AND WITNESS SIGN, A STANDARD TABLET WELDED ON 10
 LF1324'FT OF COPPER - WELD ROD, PROTECTED BY A 5 - IN. DRAIN TILE SET FLUSH
 LF1324'WITH THE GROUND AND STAMPED---ET 27 JWO 1975---.
 LF1324'RADIO MAST ABOUT 7 MI WNW--N 86 DEG 55 MIN W.  RADIO
 LF1324'MAST ABOUT 12 MI E.--S 84 DEG 59 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1323 ***********************************************************************
 LF1323  DESIGNATION -  ET 28 JWO
 LF1323  PID         -  LF1323
 LF1323  STATE/COUNTY-  IA/PAGE
 LF1323  USGS QUAD   -  STANTON SW (1978)
 LF1323
 LF1323                         *CURRENT SURVEY CONTROL
 LF1323  ___________________________________________________________________
 LF1323* NAD 83(1996)-  40 45 11.93679(N)    095 08 34.77011(W)     ADJUSTED  
 LF1323* NAVD 88     -       358.5    (meters)    1176.     (feet)  VERTCON   
 LF1323  ___________________________________________________________________
 LF1323  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LF1323  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 LF1323
 LF1323  HORZ ORDER  -  THIRD
 LF1323
 LF1323.The horizontal coordinates were established by classical geodetic methods
 LF1323.and adjusted by the National Geodetic Survey in May 1999..
 LF1323
 LF1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1323
 LF1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1323
 LF1323.The geoid height was determined by GEOID03.
 LF1323
 LF1323;                    North         East     Units Scale Factor Converg.
 LF1323;SPC IA S     -    84,964.772   361,263.701   MT  0.99997869   -1 04 56.1
 LF1323;UTM  15      - 4,513,582.441   319,094.524   MT  1.00000283   -1 23 57.6
 LF1323
 LF1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1323!SPC IA S     -   0.99994859  x   0.99997869  =   0.99992728
 LF1323!UTM  15      -   0.99994859  x   1.00000283  =   0.99995142
 LF1323
 LF1323|---------------------------------------------------------------------|
 LF1323| PID    Reference Object                     Distance      Geod. Az  |
 LF1323|                                                           dddmmss.s |
 LF1323| CL8233 RADIO MAST E                                       08741     |
 LF1323| CL8234 RADIO MAST ESE                                     1001818.9 |
 LF1323|---------------------------------------------------------------------|
 LF1323
 LF1323                          SUPERSEDED SURVEY CONTROL
 LF1323
 LF1323  NAD 83(1996)-  40 45 11.96049(N)    095 08 34.78097(W) AD(       ) 3
 LF1323  NAD 83(1986)-  40 45 11.96153(N)    095 08 34.78011(W) AD(       ) 3
 LF1323  NAD 27      -  40 45 11.97273(N)    095 08 33.84914(W) AD(       ) 3
 LF1323  NGVD 29 (07/19/86)  358.4    (m)         1176.     (f) VERT ANG       
 LF1323
 LF1323.Superseded values are not recommended for survey control.
 LF1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1323.See file dsdata.txt to determine how the superseded data were derived.
 LF1323
 LF1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF1909513582(NAD 83)
 LF1323_MARKER: DE = TRAVERSE STATION DISK
 LF1323_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1323+WITH SETTING: INFORMATION.
 LF1323_SP_SET: PREFABRICATED CONCRETE POST
 LF1323
 LF1323  HISTORY     - Date     Condition        Report By
 LF1323  HISTORY     - 1975     MONUMENTED       USGS
 LF1323
 LF1323                          STATION DESCRIPTION
 LF1323
 LF1323'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1323'YORKTOWN, 1.5 MI N. AND 0.7 MI E. OF, LOCATED 0.3 MI W. OF THE N.
 LF1323'SIXTEENTH COR. BETWEEN SECS. 29, AND 30, T. 69 N., R. 37 W., 31 FT S.
 LF1323'AND 21 FT W. OF THE CENTERLINE OF E. - W. ROAD AT PRIVATE DRIVE N. TO
 LF1323'GARAGE ON E. END OF HOUSE, 31 FT S. AND 14 FT W. OF CENTERLINE OF E. -
 LF1323'W. ROAD AT PASTURE GATE S. 64 FT N. AND 37 FT W. OF NW. CORNER OF
 LF1323'SMALL BARN, 3 FT N. OF WITNESS SIGN AND FENCE, A STANDARD TABLET
 LF1323'WELDED ON 10 FT OF COPPER - WELD ROD, PROTECTED BY 5 - IN. DRAIN TILE,
 LF1323'SET FLUSH WITH THE GROUND AND STAMPED---ET 28 JWO 1975---.
 LF1323'RADIO MAST ABOUT 6 MI E.--N 87 DEG 41 MIN E.
 LF1323'RADIO MAST ABOUT 5 MI ESE.--S 79 DEG 42 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1319 ***********************************************************************
 LF1319  DESIGNATION -  ET 29 JWO
 LF1319  PID         -  LF1319
 LF1319  STATE/COUNTY-  IA/PAGE
 LF1319  USGS QUAD   -  NEW MARKET (1980)
 LF1319
 LF1319                         *CURRENT SURVEY CONTROL
 LF1319  ___________________________________________________________________
 LF1319* NAD 83(1996)-  40 44 31.84974(N)    094 59 33.11740(W)     ADJUSTED  
 LF1319* NAVD 88     -       352.9    (meters)    1158.     (feet)  VERTCON   
 LF1319  ___________________________________________________________________
 LF1319  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 LF1319  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 LF1319
 LF1319  HORZ ORDER  -  THIRD
 LF1319
 LF1319.The horizontal coordinates were established by classical geodetic methods
 LF1319.and adjusted by the National Geodetic Survey in May 1999..
 LF1319
 LF1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1319
 LF1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1319
 LF1319.The geoid height was determined by GEOID03.
 LF1319
 LF1319;                    North         East     Units Scale Factor Converg.
 LF1319;SPC IA S     -    83,499.423   373,946.130   MT  0.99998022   -0 58 59.3
 LF1319;UTM  15      - 4,512,046.877   331,768.590   MT  0.99994836   -1 18 02.7
 LF1319
 LF1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1319!SPC IA S     -   0.99994949  x   0.99998022  =   0.99992971
 LF1319!UTM  15      -   0.99994949  x   0.99994836  =   0.99989785
 LF1319
 LF1319|---------------------------------------------------------------------|
 LF1319| PID    Reference Object                     Distance      Geod. Az  |
 LF1319|                                                           dddmmss.s |
 LF1319| CL7989 NEW MARKET MWT                                     09848     |
 LF1319| CL8235 RADIO MAST W                                       2684840.5 |
 LF1319|---------------------------------------------------------------------|
 LF1319
 LF1319                          SUPERSEDED SURVEY CONTROL
 LF1319
 LF1319  NAD 83(1986)-  40 44 31.86578(N)    094 59 33.13010(W) AD(       ) 3
 LF1319  NAD 27      -  40 44 31.89110(N)    094 59 32.21390(W) AD(       ) 3
 LF1319  NGVD 29 (07/19/86)  352.8    (m)         1157.     (f) VERT ANG       
 LF1319
 LF1319.Superseded values are not recommended for survey control.
 LF1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1319.See file dsdata.txt to determine how the superseded data were derived.
 LF1319
 LF1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF3176912047(NAD 83)
 LF1319_MARKER: DE = TRAVERSE STATION DISK
 LF1319_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1319+WITH SETTING: INFORMATION.
 LF1319_SP_SET: PREFABRICATED CONCRETE POST
 LF1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1319+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 LF1319
 LF1319  HISTORY     - Date     Condition        Report By
 LF1319  HISTORY     - 1975     MONUMENTED       USGS
 LF1319  HISTORY     - 20060901 GOOD             GEOCAC
 LF1319
 LF1319                          STATION DESCRIPTION
 LF1319
 LF1319'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1319'CLARINDA, 2 MI E. OF, ABOUT 0.1 MI E. OF THE QUARTER COR. BETWEEN
 LF1319'SEC. 28 AND 33, T. 69 N., R. 36 W., AT A T - RD. N., 44 FT N. AND 60
 LF1319'FT W. OF T - RD. N., 5 FT S. AND 4 FT E. OF TELEPHONE POLE, 7 FT S.
 LF1319'AND 19 FT W. OF SE. FENCE CORNER OF CEMETERY, 6.5 FT S. OF WITNESS
 LF1319'SIGN AND FENCE, A STANDARD TABLET WELDED ON 10 FT OF COPPER - WELD
 LF1319'ROD, PROTECTED BY A 5 - IN. DRAIN TILE, SET FLUSH WITH THE GROUND AND
 LF1319'STAMPED---ET 29 JWO 1975---.  RADIO MAST ABOUT 4
 LF1319'MI W.--S 88 DEG 49 MIN W.  MWT IN NEW MARKET ABOUT 4.5 MI
 LF1319'ESE.--S 81 DEG 12 MIN E.
 LF1319
 LF1319                          STATION RECOVERY (2006)
 LF1319
 LF1319'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LF1319'AT OAK GROVE CEMETERY ON 210 ST (J25) WHERE TALBERT AVE INTERSECTS
 LF1319'FROM THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0706 ***********************************************************************
 MH0706  DESIGNATION -  ET 3 DB
 MH0706  PID         -  MH0706
 MH0706  STATE/COUNTY-  IA/JASPER
 MH0706  USGS QUAD   -  MITCHELLVILLE (1972)
 MH0706
 MH0706                         *CURRENT SURVEY CONTROL
 MH0706  ___________________________________________________________________
 MH0706* NAD 83(1996)-  41 44 46.59738(N)    093 15 23.72465(W)     ADJUSTED  
 MH0706* NAVD 88     -       282.99   (+/-2cm)     928.4    (feet)  VERTCON   
 MH0706  ___________________________________________________________________
 MH0706  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 MH0706  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 MH0706
 MH0706  HORZ ORDER  -  THIRD
 MH0706  VERT ORDER  -  THIRD ? (See Below)
 MH0706
 MH0706.The horizontal coordinates were established by classical geodetic methods
 MH0706.and adjusted by the National Geodetic Survey in May 1999..
 MH0706
 MH0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0706.The vertical order pertains to the NGVD 29 superseded value.
 MH0706
 MH0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0706
 MH0706.The geoid height was determined by GEOID03.
 MH0706
 MH0706;                    North         East     Units Scale Factor Converg.
 MH0706;SPC IA S     -   193,955.544   520,246.446   MT  0.99999363   +0 09 37.2
 MH0706;UTM  15      - 4,621,638.089   478,665.597   MT  0.99960560   -0 10 15.0
 MH0706
 MH0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0706!SPC IA S     -   0.99996058  x   0.99999363  =   0.99995421
 MH0706!UTM  15      -   0.99996058  x   0.99960560  =   0.99956620
 MH0706
 MH0706:                Primary Azimuth Mark                     Grid Az
 MH0706:SPC IA S     -  NEWTON COURTHOUSE                        106 44 44.9
 MH0706:UTM  15      -  NEWTON COURTHOUSE                        107 04 37.1
 MH0706
 MH0706|---------------------------------------------------------------------|
 MH0706| PID    Reference Object                     Distance      Geod. Az  |
 MH0706|                                                           dddmmss.s |
 MH0706| MH0613 NEWTON COURTHOUSE                   APPROX.17.6 KM 1065422.1 |
 MH0706|---------------------------------------------------------------------|
 MH0706
 MH0706                          SUPERSEDED SURVEY CONTROL
 MH0706
 MH0706  NAD 83(1986)-  41 44 46.60005(N)    093 15 23.70723(W) AD(       ) 3
 MH0706  NGVD 29 (05/22/90)  282.96   (m)          928.3    (f) LEVELING    3  
 MH0706
 MH0706.Superseded values are not recommended for survey control.
 MH0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0706.See file dsdata.txt to determine how the superseded data were derived.
 MH0706
 MH0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG7866621638(NAD 83)
 MH0706_MARKER: DE = TRAVERSE STATION DISK
 MH0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0706_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0706+STABILITY: SURFACE MOTION
 MH0706
 MH0706  HISTORY     - Date     Condition        Report By
 MH0706  HISTORY     - 1964     MONUMENTED       USGS
 MH0706
 MH0706                          STATION DESCRIPTION
 MH0706
 MH0706'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0706'COLFAX, 3.85 MI N. ALONG HWY. 117 FROM JUNCTION HWY. 117 AND
 MH0706'STATE HWY. 80 AND 0.25 MI W. T. 80 N., R. 21 W., NEAR NW. COR.
 MH0706'NE1/4 NE1/4 SEC. 14, 30 FT S. CENTER E.-W. RD., 10 FT E
 MH0706'CENTER FIELD ENTRANCE S., 2 FT NE. OF E. GATEPOST, IN E.-W.
 MH0706'FENCE OPPOSITE BARN LOT DRIVE N., IN CONCRETE POST, STANDARD
 MH0706'TABLET STAMPED---ET 3 DB 1964--- AZIMUTH TO NEWTON
 MH0706'COURTHOUSE 286 54 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0891 ***********************************************************************
 NJ0891  DESIGNATION -  ET 3 GT
 NJ0891  PID         -  NJ0891
 NJ0891  STATE/COUNTY-  IA/JACKSON
 NJ0891  USGS QUAD   -  LA MOTTE (1972)
 NJ0891
 NJ0891                         *CURRENT SURVEY CONTROL
 NJ0891  ___________________________________________________________________
 NJ0891* NAD 83(1996)-  42 15 01.55639(N)    090 31 11.90290(W)     ADJUSTED  
 NJ0891* NAVD 88     -       291.64   (+/-2cm)     956.8    (feet)  VERTCON   
 NJ0891  ___________________________________________________________________
 NJ0891  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 NJ0891  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 NJ0891
 NJ0891  HORZ ORDER  -  THIRD
 NJ0891  VERT ORDER  -  THIRD ? (See Below)
 NJ0891
 NJ0891.The horizontal coordinates were established by classical geodetic methods
 NJ0891.and adjusted by the National Geodetic Survey in May 1999..
 NJ0891
 NJ0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0891.The vertical order pertains to the NGVD 29 superseded value.
 NJ0891
 NJ0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0891
 NJ0891.The geoid height was determined by GEOID03.
 NJ0891
 NJ0891;                    North         East     Units Scale Factor Converg.
 NJ0891;SPC IA N     - 1,087,689.046 1,745,869.182   MT  0.99997172   +2 01 10.9
 NJ0891;UTM  15      - 4,680,560.145   704,588.875   MT  1.00011504   +1 40 05.1
 NJ0891
 NJ0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0891!SPC IA N     -   0.99995938  x   0.99997172  =   0.99993110
 NJ0891!UTM  15      -   0.99995938  x   1.00011504  =   1.00007441
 NJ0891
 NJ0891                          SUPERSEDED SURVEY CONTROL
 NJ0891
 NJ0891  NAD 83(1996)-  42 15 01.55993(N)    090 31 11.90046(W) AD(       ) 3
 NJ0891  NAD 83(1996)-  42 15 01.56004(N)    090 31 11.90003(W) AD(       ) 3
 NJ0891  NAD 83(1986)-  42 15 01.56004(N)    090 31 11.90007(W) AD(       ) 3
 NJ0891  NAD 27      -  42 15 01.51324(N)    090 31 11.44481(W) AD(       ) 3
 NJ0891  NGVD 29 (07/19/86)  291.67   (m)          956.9    (f) LEVELING    3  
 NJ0891
 NJ0891.Superseded values are not recommended for survey control.
 NJ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0891.See file dsdata.txt to determine how the superseded data were derived.
 NJ0891
 NJ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG0458980560(NAD 83)
 NJ0891_MARKER: DE = TRAVERSE STATION DISK
 NJ0891_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NJ0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0891
 NJ0891  HISTORY     - Date     Condition        Report By
 NJ0891  HISTORY     - 1960     MONUMENTED       USGS
 NJ0891  HISTORY     - 19941202 MARK NOT FOUND   USPSQD
 NJ0891  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0891
 NJ0891                          STATION DESCRIPTION
 NJ0891
 NJ0891'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 NJ0891'LAMOTTE, 3.0 MI S. AND 5.0 MI E. OF.  APPROX. 330 FT S. OF N. QUARTER
 NJ0891'COR. OF SEC. 20, T. 86 N., R. 4 E.  4 FT N. AND 51 FT W. OF NE. - SW.
 NJ0891'ROAD AT DRIVE N. TO SCHOOL, 4 FT S. AND 4 FT E. OF SW.
 NJ0891'CORNER OF SCHOOLYARD.  IN CONCRETE POST.  A STANDARD TABLET STAMPED---
 NJ0891'ET 3 GT 1960---.
 NJ0891
 NJ0891                          STATION RECOVERY (1994)
 NJ0891
 NJ0891'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0891'MARK NOT FOUND.
 NJ0891
 NJ0891                          STATION RECOVERY (2001)
 NJ0891
 NJ0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0891'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0777 ***********************************************************************
 NL0777  DESIGNATION -  ET 3 HK
 NL0777  PID         -  NL0777
 NL0777  STATE/COUNTY-  IA/WEBSTER
 NL0777  USGS QUAD   -  BOXHOLM (1982)
 NL0777
 NL0777                         *CURRENT SURVEY CONTROL
 NL0777  ___________________________________________________________________
 NL0777* NAD 83(1996)-  42 14 46.75599(N)    094 03 09.45238(W)     ADJUSTED  
 NL0777* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 NL0777  ___________________________________________________________________
 NL0777  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 NL0777  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 NL0777
 NL0777  HORZ ORDER  -  THIRD
 NL0777
 NL0777.The horizontal coordinates were established by classical geodetic methods
 NL0777.and adjusted by the National Geodetic Survey in May 1999..
 NL0777
 NL0777.The orthometric height was scaled from a topographic map.
 NL0777
 NL0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0777
 NL0777.The geoid height was determined by GEOID03.
 NL0777
 NL0777;                    North         East     Units Scale Factor Converg.
 NL0777;SPC IA N     - 1,083,047.519 1,454,393.134   MT  0.99997224   -0 22 28.3
 NL0777;UTM  15      - 4,677,661.903   413,160.579   MT  0.99969279   -0 42 27.9
 NL0777
 NL0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0777!SPC IA N     -   0.99994995  x   0.99997224  =   0.99992219
 NL0777!UTM  15      -   0.99994995  x   0.99969279  =   0.99964275
 NL0777
 NL0777:                Primary Azimuth Mark                     Grid Az
 NL0777:SPC IA N     -  DAYTON GRAIN ELEV CRANE ANCH             311 26 13.4
 NL0777:UTM  15      -  DAYTON GRAIN ELEV CRANE ANCH             311 46 13.0
 NL0777
 NL0777|---------------------------------------------------------------------|
 NL0777| PID    Reference Object                     Distance      Geod. Az  |
 NL0777|                                                           dddmmss.s |
 NL0777| CI6185 DAYTON GRAIN ELEV CRANE ANCH                       3110345.1 |
 NL0777| CI6186 DAYTON MWT                                         3234520.7 |
 NL0777|---------------------------------------------------------------------|
 NL0777
 NL0777                          SUPERSEDED SURVEY CONTROL
 NL0777
 NL0777  NAD 83(1986)-  42 14 46.74838(N)    094 03 09.45053(W) AD(       ) 3
 NL0777  NAD 27      -  42 14 46.84156(N)    094 03 08.57783(W) AD(       ) 3
 NL0777
 NL0777.Superseded values are not recommended for survey control.
 NL0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0777.See file dsdata.txt to determine how the superseded data were derived.
 NL0777
 NL0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG1316177662(NAD 83)
 NL0777_MARKER: DD = SURVEY DISK
 NL0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0777
 NL0777  HISTORY     - Date     Condition        Report By
 NL0777  HISTORY     - 1964     MONUMENTED       USGS
 NL0777
 NL0777                          STATION DESCRIPTION
 NL0777
 NL0777'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NL0777'DAYTON, ABOUT 1.0 MI S. AND 1.0 MI E. OF ALONG STATE HWY. 175 ABOUT
 NL0777'1300 FT W. OF CROSSROADS AT QUARTER COR. BETWEEN SECS. 19 AND 24, T.
 NL0777'86 N., RS. 27 AND 28 W., 58.9 N. OF HWY., 1 FT S. AND 1 FT W. OF FENCE
 NL0777'CORNER, IN CONCRETE POST.  STANDARD TABLET STAMPED---ET 3 HK 1964---
 NL0777'CRANE ANCHOR ATOP GRAIN ELEVATOR IN DAYTON ABOUT 1.0 MI
 NL0777'DISTANT--N 48 DEG 56 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1058 ***********************************************************************
 MJ1058  DESIGNATION -  ET 3 JA
 MJ1058  PID         -  MJ1058
 MJ1058  STATE/COUNTY-  IA/BOONE
 MJ1058  USGS QUAD   -  BERKLEY (1982)
 MJ1058
 MJ1058                         *CURRENT SURVEY CONTROL
 MJ1058  ___________________________________________________________________
 MJ1058* NAD 83(1996)-  41 59 44.94543(N)    094 00 30.11213(W)     ADJUSTED  
 MJ1058* NAVD 88     -       337.9    (meters)    1109.     (feet)  VERTCON   
 MJ1058  ___________________________________________________________________
 MJ1058  LAPLACE CORR-          -7.96  (seconds)                    DEFLEC99
 MJ1058  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 MJ1058
 MJ1058  HORZ ORDER  -  THIRD
 MJ1058  VERT ORDER  -  THIRD ? (See Below)
 MJ1058
 MJ1058.The horizontal coordinates were established by classical geodetic methods
 MJ1058.and adjusted by the National Geodetic Survey in May 1999..
 MJ1058
 MJ1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1058.The vertical order pertains to the NGVD 29 superseded value.
 MJ1058
 MJ1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1058
 MJ1058.The geoid height was determined by GEOID03.
 MJ1058
 MJ1058;                    North         East     Units Scale Factor Converg.
 MJ1058;SPC IA N     - 1,055,200.569 1,457,878.538   MT  1.00001362   -0 20 40.3
 MJ1058;UTM  15      - 4,649,803.662   416,483.725   MT  0.99968583   -0 40 29.0
 MJ1058
 MJ1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1058!SPC IA N     -   0.99995137  x   1.00001362  =   0.99996499
 MJ1058!UTM  15      -   0.99995137  x   0.99968583  =   0.99963721
 MJ1058
 MJ1058:                Primary Azimuth Mark                     Grid Az
 MJ1058:SPC IA N     -  OGDEN MWT                                339 43 14.7
 MJ1058:UTM  15      -  OGDEN MWT                                340 03 03.4
 MJ1058
 MJ1058|---------------------------------------------------------------------|
 MJ1058| PID    Reference Object                     Distance      Geod. Az  |
 MJ1058|                                                           dddmmss.s |
 MJ1058| CL8017 OGDEN MWT                                          3392234.4 |
 MJ1058|---------------------------------------------------------------------|
 MJ1058
 MJ1058                          SUPERSEDED SURVEY CONTROL
 MJ1058
 MJ1058  NAD 83(1986)-  41 59 44.93540(N)    094 00 30.13232(W) AD(       ) 3
 MJ1058  NAD 27      -  41 59 45.00810(N)    094 00 29.28078(W) AD(       ) 3
 MJ1058  NGVD 29 (07/19/86)  337.9    (m)         1109.     (f) LEVELING    3  
 MJ1058
 MJ1058.Superseded values are not recommended for survey control.
 MJ1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1058.See file dsdata.txt to determine how the superseded data were derived.
 MJ1058
 MJ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG1648449804(NAD 83)
 MJ1058_MARKER: DD = SURVEY DISK
 MJ1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1058
 MJ1058  HISTORY     - Date     Condition        Report By
 MJ1058  HISTORY     - 1964     MONUMENTED       USGS
 MJ1058
 MJ1058                          STATION DESCRIPTION
 MJ1058
 MJ1058'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MJ1058'OGDEN, 3.0 MI S. AND 1.0 MI E. OF, T. 83 N., R. 27 W., NEAR S.
 MJ1058'SIXTEENTH COR. BETWEEN SECS. 16 AND 17, 24 FT N. AND 27 FT E. OF
 MJ1058'CENTER OF DRIVEWAY W., 3 FT NNW. OF POWER LINE POLE WITH A TRANSFORMER
 MJ1058'ON POLE, IN CONCRETE POST, STANDARD TABLET STAMPED---ET 3 JA 1964---
 MJ1058'OGDEN MWT ABOUT 3.5 MI DISTANT--N 20 DEG 38 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0758 ***********************************************************************
 NJ0758  DESIGNATION -  ET 3 JS
 NJ0758  PID         -  NJ0758
 NJ0758  STATE/COUNTY-  IA/DELAWARE
 NJ0758  USGS QUAD   -  HOPKINTON EAST (1966)
 NJ0758
 NJ0758                         *CURRENT SURVEY CONTROL
 NJ0758  ___________________________________________________________________
 NJ0758* NAD 83(1996)-  42 22 20.81193(N)    091 14 18.96147(W)     ADJUSTED  
 NJ0758* NAVD 88     -       329.8    (meters)    1082.     (feet)  VERTCON   
 NJ0758  ___________________________________________________________________
 NJ0758  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 NJ0758  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 NJ0758
 NJ0758  HORZ ORDER  -  THIRD
 NJ0758
 NJ0758.The horizontal coordinates were established by classical geodetic methods
 NJ0758.and adjusted by the National Geodetic Survey in May 1999..
 NJ0758
 NJ0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0758
 NJ0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0758
 NJ0758.The geoid height was determined by GEOID03.
 NJ0758
 NJ0758;                    North         East     Units Scale Factor Converg.
 NJ0758;SPC IA N     - 1,099,399.010 1,686,232.230   MT  0.99995857   +1 31 57.5
 NJ0758;UTM  15      - 4,692,632.611   645,023.324   MT  0.99985877   +1 11 14.3
 NJ0758
 NJ0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0758!SPC IA N     -   0.99995325  x   0.99995857  =   0.99991182
 NJ0758!UTM  15      -   0.99995325  x   0.99985877  =   0.99981203
 NJ0758
 NJ0758:                Primary Azimuth Mark                     Grid Az
 NJ0758:SPC IA N     -  PETERSBURG ST PET PAUL CATH CH           004 12 07.2
 NJ0758:UTM  15      -  PETERSBURG ST PET PAUL CATH CH           004 32 50.4
 NJ0758
 NJ0758|---------------------------------------------------------------------|
 NJ0758| PID    Reference Object                     Distance      Geod. Az  |
 NJ0758|                                                           dddmmss.s |
 NJ0758| NJ0718 PETERSBURG ST PET PAUL CATH CH      APPROX.20.4 KM 0054404.7 |
 NJ0758| NJ0759 HOPKINTON MWT                       APPROX. 2.7 KM 1873608.0 |
 NJ0758|---------------------------------------------------------------------|
 NJ0758
 NJ0758                          SUPERSEDED SURVEY CONTROL
 NJ0758
 NJ0758  NAD 83(1996)-  42 22 20.81197(N)    091 14 18.96145(W) AD(       ) 3
 NJ0758  NAD 83(1986)-  42 22 20.89637(N)    091 14 18.95367(W) AD(       ) 3
 NJ0758  NAD 27      -  42 22 20.71150(N)    091 14 18.43358(W) AD(       ) 3
 NJ0758  NGVD 29 (07/19/86)  329.8    (m)         1082.     (f) VERT ANG       
 NJ0758
 NJ0758.Superseded values are not recommended for survey control.
 NJ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0758.See file dsdata.txt to determine how the superseded data were derived.
 NJ0758
 NJ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG4502392633(NAD 83)
 NJ0758_MARKER: DE = TRAVERSE STATION DISK
 NJ0758_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NJ0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0758
 NJ0758  HISTORY     - Date     Condition        Report By
 NJ0758  HISTORY     - 1964     MONUMENTED       USGS
 NJ0758  HISTORY     - 20060415 MARK NOT FOUND   GEOCAC
 NJ0758
 NJ0758                          STATION DESCRIPTION
 NJ0758
 NJ0758'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NJ0758'HOPKINTON, 2.0 MI N. AND 0.5 MI E. OF.  NEAR S. SIXTEENTH COR. SEC. 6,
 NJ0758'T. 87 N., R. 3 W.  63 FT N. AND 28 FT W. OF T - RD. W.  IN ROUND
 NJ0758'CONCRETE POST, PROJECTING 4 IN., A STANDARD TABLET STAMPED---ET 3 JS
 NJ0758'1964---.
 NJ0758
 NJ0758                          STATION RECOVERY (2006)
 NJ0758
 NJ0758'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0758'DESCRIPTION AND COORDINATES INDICATE THE CORNER OF DELAWARE COUNTY
 NJ0758'285TH AVE. AND 285TH ST.  10 MINUTE SEARCH OF THE AREA REVEALED NO
 NJ0758'SIGN OF THE MARK.  INTERSECTION APPEARS TO HAVE BEEN REWORKED SINCE
 NJ0758'THE MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1318 ***********************************************************************
 LF1318  DESIGNATION -  ET 30 JWO
 LF1318  PID         -  LF1318
 LF1318  STATE/COUNTY-  IA/TAYLOR
 LF1318  USGS QUAD   -  NEW MARKET (1980)
 LF1318
 LF1318                         *CURRENT SURVEY CONTROL
 LF1318  ___________________________________________________________________
 LF1318* NAD 83(1996)-  40 44 56.60822(N)    094 53 56.60174(W)     ADJUSTED  
 LF1318* NAVD 88     -       371.6    (meters)    1219.     (feet)  VERTCON   
 LF1318  ___________________________________________________________________
 LF1318  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 LF1318  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 LF1318
 LF1318  HORZ ORDER  -  THIRD
 LF1318
 LF1318.The horizontal coordinates were established by classical geodetic methods
 LF1318.and adjusted by the National Geodetic Survey in May 1999..
 LF1318
 LF1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1318
 LF1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1318
 LF1318.The geoid height was determined by GEOID03.
 LF1318
 LF1318;                    North         East     Units Scale Factor Converg.
 LF1318;SPC IA S     -    84,131.810   381,852.401   MT  0.99997927   -0 55 17.6
 LF1318;UTM  15      - 4,512,635.351   339,677.872   MT  0.99991637   -1 14 23.5
 LF1318
 LF1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1318!SPC IA S     -   0.99994656  x   0.99997927  =   0.99992583
 LF1318!UTM  15      -   0.99994656  x   0.99991637  =   0.99986293
 LF1318
 LF1318|---------------------------------------------------------------------|
 LF1318| PID    Reference Object                     Distance      Geod. Az  |
 LF1318|                                                           dddmmss.s |
 LF1318| CL6230 CLARINDA MWT                                       26457     |
 LF1318| CL8239 RADIO MAST WSW                                     2661520.2 |
 LF1318|---------------------------------------------------------------------|
 LF1318
 LF1318                          SUPERSEDED SURVEY CONTROL
 LF1318
 LF1318  NAD 83(1986)-  40 44 56.61687(N)    094 53 56.61420(W) AD(       ) 3
 LF1318  NAD 27      -  40 44 56.65237(N)    094 53 55.70969(W) AD(       ) 3
 LF1318  NGVD 29 (07/19/86)  371.5    (m)         1219.     (f) VERT ANG       
 LF1318
 LF1318.Superseded values are not recommended for survey control.
 LF1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1318.See file dsdata.txt to determine how the superseded data were derived.
 LF1318
 LF1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF3967812635(NAD 83)
 LF1318_MARKER: DE = TRAVERSE STATION DISK
 LF1318_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1318+WITH SETTING: INFORMATION.
 LF1318_SP_SET: PREFABRICATED CONCRETE POST
 LF1318
 LF1318  HISTORY     - Date     Condition        Report By
 LF1318  HISTORY     - 1975     MONUMENTED       USGS
 LF1318
 LF1318                          STATION DESCRIPTION
 LF1318
 LF1318'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1318'NEW MARKET, 1.5 MI N. OF, NEAR THE CENTER OF SEC. 29, T. 69 N., R. 35
 LF1318'W., 23 FT S. AND 199 FT E. OF CROSSROADS, 23 FT S. AND 3 FT E. OF
 LF1318'TURNOUT N. TO MOBILE HOME, 2 FT N. OF FENCE AND WITNESS SIGN, A
 LF1318'STANDARD TABLET WELDED ON 10 FT OF COPPER - WELD ROD, PROTECTED BY A 5
 LF1318'- IN. DRAIN TILE, SET FLUSH WITH THE GROUND AND STAMPED---ET 30 JWO
 LF1318'1975---.  MWT IN CLARINDA ABOUT 7.5 MI WSW.--
 LF1318'S 84 DEG 58 MIN W.  RADIO MAST ABOUT 8.5 MI WSW.--S 86 DEG 16 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0705 ***********************************************************************
 MH0705  DESIGNATION -  ET 32 JHB
 MH0705  PID         -  MH0705
 MH0705  STATE/COUNTY-  IA/MARION
 MH0705  USGS QUAD   -  BEECH (1965)
 MH0705
 MH0705                         *CURRENT SURVEY CONTROL
 MH0705  ___________________________________________________________________
 MH0705* NAD 83(1996)-  41 15 49.50767(N)    093 21 59.73707(W)     ADJUSTED  
 MH0705* NAVD 88     -       292.55   (+/-2cm)     959.8    (feet)  VERTCON   
 MH0705  ___________________________________________________________________
 MH0705  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 MH0705  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 MH0705
 MH0705  HORZ ORDER  -  THIRD
 MH0705  VERT ORDER  -  THIRD ? (See Below)
 MH0705
 MH0705.The horizontal coordinates were established by classical geodetic methods
 MH0705.and adjusted by the National Geodetic Survey in May 1999..
 MH0705
 MH0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0705.The vertical order pertains to the NGVD 29 superseded value.
 MH0705
 MH0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0705
 MH0705.The geoid height was determined by GEOID03.
 MH0705
 MH0705;                    North         East     Units Scale Factor Converg.
 MH0705;SPC IA S     -   140,346.648   511,178.732   MT  0.99994897   +0 05 16.3
 MH0705;UTM  15      - 4,568,101.514   469,292.117   MT  0.99961160   -0 14 30.4
 MH0705
 MH0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0705!SPC IA S     -   0.99995906  x   0.99994897  =   0.99990803
 MH0705!UTM  15      -   0.99995906  x   0.99961160  =   0.99957068
 MH0705
 MH0705:                Primary Azimuth Mark                     Grid Az
 MH0705:SPC IA S     -  ROSEMOUNT CH STEEPLE                     306 17 28.9
 MH0705:UTM  15      -  ROSEMOUNT CH STEEPLE                     306 37 15.6
 MH0705
 MH0705|---------------------------------------------------------------------|
 MH0705| PID    Reference Object                     Distance      Geod. Az  |
 MH0705|                                                           dddmmss.s |
 MH0705| CS4094 ROSEMOUNT CH STEEPLE                               3062245.2 |
 MH0705|---------------------------------------------------------------------|
 MH0705
 MH0705                          SUPERSEDED SURVEY CONTROL
 MH0705
 MH0705  NAD 83(1986)-  41 15 49.51358(N)    093 21 59.74633(W) AD(       ) 3
 MH0705  NGVD 29 (05/22/90)  292.51   (m)          959.7    (f) LEVELING    3  
 MH0705
 MH0705.Superseded values are not recommended for survey control.
 MH0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0705.See file dsdata.txt to determine how the superseded data were derived.
 MH0705
 MH0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF6929268102(NAD 83)
 MH0705_MARKER: DE = TRAVERSE STATION DISK
 MH0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0705_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0705+STABILITY: SURFACE MOTION
 MH0705
 MH0705  HISTORY     - Date     Condition        Report By
 MH0705  HISTORY     - 1964     MONUMENTED       USGS
 MH0705
 MH0705                          STATION DESCRIPTION
 MH0705
 MH0705'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0705'MILO, 1.9 MI S., 4.0 MI E. OF, T. 75 N., R. 22 W., NEAR CENTER
 MH0705'OF W. SIDE OF SW1/4 SW1/4 SEC. 26, 10 FT N. AND 33 FT E. OF
 MH0705'CENTER N.-S. RD. AT FIELD ENTRANCE E., 1 FT W. OF N.-S. FENCE,
 MH0705'IN A CONCRETE POST, STANDARD TABLET STAMPED---32 JHB ET
 MH0705'1964--- AZIMUTH TO ST. MARYS CATHOLIC CHURCH 2 27 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0707 ***********************************************************************
 MH0707  DESIGNATION -  ET 4 DB
 MH0707  PID         -  MH0707
 MH0707  STATE/COUNTY-  IA/MARION
 MH0707  USGS QUAD   -  MONROE (1965)
 MH0707
 MH0707                         *CURRENT SURVEY CONTROL
 MH0707  ___________________________________________________________________
 MH0707* NAD 83(1996)-  41 30 49.71074(N)    093 06 38.37669(W)     ADJUSTED  
 MH0707* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 MH0707  ___________________________________________________________________
 MH0707  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 MH0707  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 MH0707
 MH0707  HORZ ORDER  -  THIRD
 MH0707
 MH0707.The horizontal coordinates were established by classical geodetic methods
 MH0707.and adjusted by the National Geodetic Survey in May 1999..
 MH0707
 MH0707.The orthometric height was scaled from a topographic map.
 MH0707
 MH0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0707
 MH0707.The geoid height was determined by GEOID03.
 MH0707
 MH0707;                    North         East     Units Scale Factor Converg.
 MH0707;SPC IA S     -   168,181.171   532,500.173   MT  0.99996325   +0 15 23.3
 MH0707;UTM  15      - 4,595,803.147   490,765.955   MT  0.99960105   -0 04 24.0
 MH0707
 MH0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0707!SPC IA S     -   0.99996093  x   0.99996325  =   0.99992418
 MH0707!UTM  15      -   0.99996093  x   0.99960105  =   0.99956199
 MH0707
 MH0707:                Primary Azimuth Mark                     Grid Az
 MH0707:SPC IA S     -  MONROE MWT                               040 23 25.1
 MH0707:UTM  15      -  MONROE MWT                               040 43 12.4
 MH0707
 MH0707|---------------------------------------------------------------------|
 MH0707| PID    Reference Object                     Distance      Geod. Az  |
 MH0707|                                                           dddmmss.s |
 MH0707| CS4092 MONROE MWT                                         0403848.4 |
 MH0707|---------------------------------------------------------------------|
 MH0707
 MH0707                          SUPERSEDED SURVEY CONTROL
 MH0707
 MH0707  NAD 83(1986)-  41 30 49.71853(N)    093 06 38.38300(W) AD(       ) 3
 MH0707
 MH0707.Superseded values are not recommended for survey control.
 MH0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0707.See file dsdata.txt to determine how the superseded data were derived.
 MH0707
 MH0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF9076695803(NAD 83)
 MH0707_MARKER: DE = TRAVERSE STATION DISK
 MH0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0707_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0707+STABILITY: SURFACE MOTION
 MH0707
 MH0707  HISTORY     - Date     Condition        Report By
 MH0707  HISTORY     - 1964     MONUMENTED       USGS
 MH0707  HISTORY     - 20051126 POOR             GEOCAC
 MH0707
 MH0707                          STATION DESCRIPTION
 MH0707
 MH0707'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0707'MONROE, 0.5 MI SW. OF, T. 78 N., R. 20 W., NEAR NW. COR.
 MH0707'SE1/4 SE1/4 SEC. 36, APPROX. 125 FT SE. OF FARM RESIDENCE OF
 MH0707'LAVERNE RECTOR, 31 FT N. OF T-RD. E., 31 FT E. OF N.-S. RD.,
 MH0707'2 FT E. AND 1 FT S. OF FENCE CORNER, IN CONCRETE POST, STANDARD
 MH0707'TABLET STAMPED---ET 4 DB 1964--- AZIMUTH TO MONROE
 MH0707'M.W.T. 220 38 50.
 MH0707
 MH0707                          STATION RECOVERY (2005)
 MH0707
 MH0707'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MH0707'FOUND A CONCRETE POST FIRMLY SET BUT TOP BROKEN OFF, LOCATED
 MH0707'APPROXIMATELY CONSISTENT WITH DESCRIPTION.  POST IS 2 FEET EAST AND 1
 MH0707'FT SOUTH OF A BENT-OVER ANGLE IRON THAT MAY MARK THE FENCE CORNER NOW
 MH0707'THAT FENCES ARE GONE.  NO EVIDENCE OF THE DISK WAS SEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0763 ***********************************************************************
 NL0763  DESIGNATION -  ET 4 HK
 NL0763  PID         -  NL0763
 NL0763  STATE/COUNTY-  IA/WEBSTER
 NL0763  USGS QUAD   -  HARCOURT (1965)
 NL0763
 NL0763                         *CURRENT SURVEY CONTROL
 NL0763  ___________________________________________________________________
 NL0763* NAD 83(1996)-  42 22 04.62839(N)    094 08 32.61627(W)     ADJUSTED  
 NL0763* NAVD 88     -       343.7    (meters)    1128.     (feet)  VERTCON   
 NL0763  ___________________________________________________________________
 NL0763  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 NL0763  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 NL0763
 NL0763  HORZ ORDER  -  THIRD
 NL0763  VERT ORDER  -  THIRD ? (See Below)
 NL0763
 NL0763.The horizontal coordinates were established by classical geodetic methods
 NL0763.and adjusted by the National Geodetic Survey in May 1999..
 NL0763
 NL0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0763.The vertical order pertains to the NGVD 29 superseded value.
 NL0763
 NL0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0763
 NL0763.The geoid height was determined by GEOID03.
 NL0763
 NL0763;                    North         East     Units Scale Factor Converg.
 NL0763;SPC IA N     - 1,096,609.726 1,447,087.611   MT  0.99995898   -0 26 07.4
 NL0763;UTM  15      - 4,691,262.847   405,936.113   MT  0.99970886   -0 46 11.7
 NL0763
 NL0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0763!SPC IA N     -   0.99995037  x   0.99995898  =   0.99990935
 NL0763!UTM  15      -   0.99995037  x   0.99970886  =   0.99965925
 NL0763
 NL0763:                Primary Azimuth Mark                     Grid Az
 NL0763:SPC IA N     -  FT DODGE KQTV ANTENNA TOWER              339 40 15.2
 NL0763:UTM  15      -  FT DODGE KQTV ANTENNA TOWER              340 00 19.5
 NL0763
 NL0763|---------------------------------------------------------------------|
 NL0763| PID    Reference Object                     Distance      Geod. Az  |
 NL0763|                                                           dddmmss.s |
 NL0763| CI5833 FT DODGE KQTV ANTENNA TOWER                        3391407.8 |
 NL0763| CI6073 ORTHO WATER TANK                                   3514722.0 |
 NL0763|---------------------------------------------------------------------|
 NL0763
 NL0763                          SUPERSEDED SURVEY CONTROL
 NL0763
 NL0763  NAD 83(1996)-  42 22 04.62123(N)    094 08 32.61586(W) AD(       ) 3
 NL0763  NAD 83(1986)-  42 22 04.61982(N)    094 08 32.61192(W) AD(       ) 3
 NL0763  NAD 27      -  42 22 04.72702(N)    094 08 31.72929(W) AD(       ) 3
 NL0763  NGVD 29 (07/19/86)  343.7    (m)         1128.     (f) LEVELING    3  
 NL0763
 NL0763.Superseded values are not recommended for survey control.
 NL0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0763.See file dsdata.txt to determine how the superseded data were derived.
 NL0763
 NL0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG0593691263(NAD 83)
 NL0763_MARKER: DD = SURVEY DISK
 NL0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0763
 NL0763  HISTORY     - Date     Condition        Report By
 NL0763  HISTORY     - 1964     MONUMENTED       USGS
 NL0763
 NL0763                          STATION DESCRIPTION
 NL0763
 NL0763'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NL0763'HARCOURT, 7.5 MI N. AND 1.7 MI E. OF, NEAR COR. SECS. 5, 6, 7 AND 8,
 NL0763'T. 87 N., R. 28 W., 60 FT S. AND 854 FT E. OF CROSSROADS, 1 FT N. OF
 NL0763'FENCE LINE, IN CONCRETE POST.  STANDARD TABLET STAMPED---ET 4 HK 1964
 NL0763'---KQTV ANTENNA TOWER ABOUT 8.0 MI DISTANT AT FT. DODGE--
 NL0763'N 20 DEG 46 MIN W.  WATER TANK AT OTHO ABOUT 4.0 MI DISTANT--
 NL0763'N 08 DEG 22 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0772 ***********************************************************************
 NL0772  DESIGNATION -  ET 4 JA
 NL0772  PID         -  NL0772
 NL0772  STATE/COUNTY-  IA/BOONE
 NL0772  USGS QUAD   -  BOXHOLM (1982)
 NL0772
 NL0772                         *CURRENT SURVEY CONTROL
 NL0772  ___________________________________________________________________
 NL0772* NAD 83(1996)-  42 09 11.89490(N)    094 00 31.52000(W)     ADJUSTED  
 NL0772* NAVD 88     -       364.4    (meters)    1196.     (feet)  VERTCON   
 NL0772  ___________________________________________________________________
 NL0772  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 NL0772  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 NL0772
 NL0772  HORZ ORDER  -  THIRD
 NL0772
 NL0772.The horizontal coordinates were established by classical geodetic methods
 NL0772.and adjusted by the National Geodetic Survey in May 1999..
 NL0772
 NL0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0772
 NL0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0772
 NL0772.The geoid height was determined by GEOID03.
 NL0772
 NL0772;                    North         East     Units Scale Factor Converg.
 NL0772;SPC IA N     - 1,072,693.139 1,457,951.406   MT  0.99998540   -0 20 41.3
 NL0772;UTM  15      - 4,667,290.039   416,657.652   MT  0.99968546   -0 40 37.3
 NL0772
 NL0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0772!SPC IA N     -   0.99994709  x   0.99998540  =   0.99993249
 NL0772!UTM  15      -   0.99994709  x   0.99968546  =   0.99963256
 NL0772
 NL0772:                Primary Azimuth Mark                     Grid Az
 NL0772:SPC IA N     -  BOXHOLM MWT                              288 15 05.4
 NL0772:UTM  15      -  BOXHOLM MWT                              288 35 01.4
 NL0772
 NL0772|---------------------------------------------------------------------|
 NL0772| PID    Reference Object                     Distance      Geod. Az  |
 NL0772|                                                           dddmmss.s |
 NL0772| CI5142 BOXHOLM MWT                                        2875424.1 |
 NL0772|---------------------------------------------------------------------|
 NL0772
 NL0772                          SUPERSEDED SURVEY CONTROL
 NL0772
 NL0772  NAD 83(1986)-  42 09 11.88343(N)    094 00 31.53479(W) AD(       ) 3
 NL0772  NAD 27      -  42 09 11.96644(N)    094 00 30.67238(W) AD(       ) 3
 NL0772  NGVD 29 (07/19/86)  364.4    (m)         1196.     (f) VERT ANG       
 NL0772
 NL0772.Superseded values are not recommended for survey control.
 NL0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0772.See file dsdata.txt to determine how the superseded data were derived.
 NL0772
 NL0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG1665867290(NAD 83)
 NL0772_MARKER: DD = SURVEY DISK
 NL0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0772
 NL0772  HISTORY     - Date     Condition        Report By
 NL0772  HISTORY     - 1964     MONUMENTED       USGS
 NL0772
 NL0772                          STATION DESCRIPTION
 NL0772
 NL0772'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NL0772'OGDEN, 7.8 MI N. AND 1.0 MI E. OF, ON TOP OF HILL KNOWN AS PILOT
 NL0772'MOUND, T. 85 N., R. 27 W., NEAR SE. COR. SEC. 20, ABOUT 20 FT NW. OF
 NL0772'A MICROWAVE TOWER, 3 FT N. AND 1 FT W. OF NW. FENCE COR. AROUND
 NL0772'MICROWAVE TOWER, IN A CONCRETE POST, STANDARD TABLET STAMPED---ET 4
 NL0772'JA 1964---FLT. 1 2 - 236.  BOXHOLM MWT ABOUT 5.0 MI DISTANT
 NL0772'--N 72 DEG 06 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0755 ***********************************************************************
 NJ0755  CBN         -  This is a Cooperative Base Network Control Station.
 NJ0755  DESIGNATION -  ET 4 JS
 NJ0755  PID         -  NJ0755
 NJ0755  STATE/COUNTY-  IA/JONES
 NJ0755  USGS QUAD   -  HOPKINTON EAST (1966)
 NJ0755
 NJ0755                         *CURRENT SURVEY CONTROL
 NJ0755  ___________________________________________________________________
 NJ0755* NAD 83(1996)-  42 15 14.47980(N)    091 13 35.22009(W)     ADJUSTED  
 NJ0755* NAVD 88     -       287.1    (meters)     942.     (feet)  GPS OBS   
 NJ0755  ___________________________________________________________________
 NJ0755  X           -    -101,203.500 (meters)                     COMP
 NJ0755  Y           -  -4,727,178.166 (meters)                     COMP
 NJ0755  Z           -   4,266,701.796 (meters)                     COMP
 NJ0755  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 NJ0755  ELLIP HEIGHT-         255.09  (meters)          (06/15/04) GPS OBS
 NJ0755  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 NJ0755
 NJ0755  HORZ ORDER  -  B
 NJ0755  ELLP ORDER  -  FOURTH    CLASS I
 NJ0755
 NJ0755.The horizontal coordinates were established by GPS observations
 NJ0755.and adjusted by the National Geodetic Survey in August 1997..
 NJ0755
 NJ0755.The orthometric height was determined by GPS observations and a
 NJ0755.high-resolution geoid model.
 NJ0755
 NJ0755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0755
 NJ0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0755
 NJ0755.The ellipsoidal height was determined by GPS observations
 NJ0755.and is referenced to NAD 83.
 NJ0755
 NJ0755.The geoid height was determined by GEOID03.
 NJ0755
 NJ0755;                    North         East     Units Scale Factor Converg.
 NJ0755;SPC IA N     - 1,086,276.431 1,687,586.325   MT  0.99997127   +1 32 27.2
 NJ0755;UTM  15      - 4,679,503.437   646,297.851   MT  0.99986335   +1 11 34.0
 NJ0755
 NJ0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0755!SPC IA N     -   0.99995999  x   0.99997127  =   0.99993127
 NJ0755!UTM  15      -   0.99995999  x   0.99986335  =   0.99982335
 NJ0755
 NJ0755:                Primary Azimuth Mark                     Grid Az
 NJ0755:SPC IA N     -  STA 9 CH 1879                            340 38 56.0
 NJ0755:UTM  15      -  STA 9 CH 1879                            340 59 49.2
 NJ0755
 NJ0755|---------------------------------------------------------------------|
 NJ0755| PID    Reference Object                     Distance      Geod. Az  |
 NJ0755|                                                           dddmmss.s |
 NJ0755| NJ0757 STA 9 CH 1879                       APPROX. 3.2 KM 3421123.2 |
 NJ0755|---------------------------------------------------------------------|
 NJ0755
 NJ0755                          SUPERSEDED SURVEY CONTROL
 NJ0755
 NJ0755  ELLIP H (08/25/97)  255.12   (m)                       GP(       ) 4 1
 NJ0755  NAD 83(1986)-  42 15 14.56614(N)    091 13 35.25641(W) AD(       ) 3
 NJ0755  NAD 27      -  42 15 14.38257(N)    091 13 34.64920(W) AD(       ) 3
 NJ0755  NGVD 29 (07/19/86)  289.4    (m)          949.     (f) VERT ANG       
 NJ0755
 NJ0755.Superseded values are not recommended for survey control.
 NJ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0755.See file dsdata.txt to determine how the superseded data were derived.
 NJ0755
 NJ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG4629879503(NAD 83)
 NJ0755_MARKER: DE = TRAVERSE STATION DISK
 NJ0755_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NJ0755_STAMPING: ET 4 JS 1964
 NJ0755_MARK LOGO: USGS  
 NJ0755_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0755+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1996
 NJ0755
 NJ0755  HISTORY     - Date     Condition        Report By
 NJ0755  HISTORY     - 1964     MONUMENTED       USGS
 NJ0755  HISTORY     - 19960108 GOOD             IADT
 NJ0755  HISTORY     - 19980805 GOOD             USPSQD
 NJ0755  HISTORY     - 20050410 MARK NOT FOUND   GEOCAC
 NJ0755
 NJ0755                          STATION DESCRIPTION
 NJ0755
 NJ0755'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NJ0755'MONTICELLO, ABOUT 2.0 MI W. AND 1.0 MI N. OF, ABOUT 0.15 MI E. AND
 NJ0755'0.35 MI S. OF QUARTER COR. BETWEEN SECS. 17 AND 18, T. 86 N., R. 3 W.
 NJ0755'AT SUMMIT OF RD. ON RIDGE.  29 FT W. OF CENTER N. - S. RD.  12 FT N.
 NJ0755'OF CENTER OF WIRE GATE AND FIELD ENTRANCE.  2 FT E. OF FENCE.  IN
 NJ0755'CONCRETE POST.  A STANDARD TABLET STAMPED---ET 4 JS 1964---.
 NJ0755
 NJ0755                          STATION RECOVERY (1996)
 NJ0755
 NJ0755'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (WC)
 NJ0755'RECOVERED IN 1996 BY IOWA DOT.  LOCATED 10 MI (16.1 KM)
 NJ0755'NORTH-NORTHEAST OF ANAMOSA AND 1 MI (1.6 KM) NORTHWEST OF MONTICELLO,
 NJ0755'IN THE SOUTHWEST 1/4 OF SECTION 17, T 86 N, R 3 W.  TO REACH THE
 NJ0755'STATION FROM THE INTERSECTION OF COUNTY ROAD D 62 (1ST STREET) AND
 NJ0755'U.S.  HWY 151 (MAIN ST.) IN THE TOWN OF MONTICELLO, GO WEST ON COUNTY
 NJ0755'ROAD D 62 (1ST STREET) FOR APPROX.  2.5 MI (4.0 KM) TO A GRAVEL
 NJ0755'CROSSROAD.  TURN RIGHT AND GO NORTH FOR APPROX.  1.2 MI (1.9 KM) TO
 NJ0755'THE TOP OF A HILL AND THE STATION ON THE LEFT, WEST SIDE OF THE ROAD.
 NJ0755'THE MONUMENT IS 29 FT (8.8 M) WEST OF THE CENTER OF THE GRAVEL ROAD,
 NJ0755'12 FT (3.7 M) NORTH OF THE CENTER OF THE FIELD ENTRANCE, 2 FT (0.6 M)
 NJ0755'EAST OF A FENCE, AND 0.5 M (1.6 FT) EAST OF A PINK STATE HARN SURVEY
 NJ0755'SIGN.
 NJ0755
 NJ0755                          STATION RECOVERY (1998)
 NJ0755
 NJ0755'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0755'RECOVERED IN GOOD CONDITION.
 NJ0755
 NJ0755                          STATION RECOVERY (2005)
 NJ0755
 NJ0755'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0755'THE ROAD HAS BEEN REGRADED, WIDENED, AND PAVED.  THE DESCRIBED
 NJ0755'LOCATION IS NOW ACROSS THE ROAD WEST OF 22150 STONE BRIDGE ROAD AT THE
 NJ0755'BOTTOM OF THE SLOPE FROM THE ROAD SHOULDER.  NO EVIDENCE THE STATION,
 NJ0755'NOR OF THE HARN SURVEY SIGN WAS FOUND.
 NJ0755' 
 NJ0755'THE STATION IS MOST LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0709 ***********************************************************************
 MH0709  DESIGNATION -  ET 5 DB
 MH0709  PID         -  MH0709
 MH0709  STATE/COUNTY-  IA/JASPER
 MH0709  USGS QUAD   -  MONROE (1965)
 MH0709
 MH0709                         *CURRENT SURVEY CONTROL
 MH0709  ___________________________________________________________________
 MH0709* NAD 83(1996)-  41 36 55.61298(N)    093 07 18.02982(W)     ADJUSTED  
 MH0709* NAVD 88     -       272.39   (+/-2cm)     893.7    (feet)  VERTCON   
 MH0709  ___________________________________________________________________
 MH0709  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 MH0709  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 MH0709
 MH0709  HORZ ORDER  -  THIRD
 MH0709  VERT ORDER  -  THIRD ? (See Below)
 MH0709
 MH0709.The horizontal coordinates were established by classical geodetic methods
 MH0709.and adjusted by the National Geodetic Survey in May 1999..
 MH0709
 MH0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0709.The vertical order pertains to the NGVD 29 superseded value.
 MH0709
 MH0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0709
 MH0709.The geoid height was determined by GEOID03.
 MH0709
 MH0709;                    North         East     Units Scale Factor Converg.
 MH0709;SPC IA S     -   179,465.229   531,531.624   MT  0.99997450   +0 14 57.1
 MH0709;UTM  15      - 4,607,088.445   489,862.727   MT  0.99960126   -0 04 50.9
 MH0709
 MH0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0709!SPC IA S     -   0.99996228  x   0.99997450  =   0.99993678
 MH0709!UTM  15      -   0.99996228  x   0.99960126  =   0.99956355
 MH0709
 MH0709:                Primary Azimuth Mark                     Grid Az
 MH0709:SPC IA S     -  NEWTON COURTHOUSE                        030 36 58.8
 MH0709:UTM  15      -  NEWTON COURTHOUSE                        030 56 46.8
 MH0709
 MH0709|---------------------------------------------------------------------|
 MH0709| PID    Reference Object                     Distance      Geod. Az  |
 MH0709|                                                           dddmmss.s |
 MH0709| MH0613 NEWTON COURTHOUSE                   APPROX.10.9 KM 0305155.9 |
 MH0709|---------------------------------------------------------------------|
 MH0709
 MH0709                          SUPERSEDED SURVEY CONTROL
 MH0709
 MH0709  NAD 83(1986)-  41 36 55.61007(N)    093 07 18.02457(W) AD(       ) 3
 MH0709  NGVD 29 (05/22/90)  272.36   (m)          893.6    (f) LEVELING    3  
 MH0709
 MH0709.Superseded values are not recommended for survey control.
 MH0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0709.See file dsdata.txt to determine how the superseded data were derived.
 MH0709
 MH0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG8986307088(NAD 83)
 MH0709_MARKER: DE = TRAVERSE STATION DISK
 MH0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0709_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0709+STABILITY: SURFACE MOTION
 MH0709
 MH0709  HISTORY     - Date     Condition        Report By
 MH0709  HISTORY     - 1964     MONUMENTED       USGS
 MH0709
 MH0709                          STATION DESCRIPTION
 MH0709
 MH0709'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0709'MONROE, ABOUT 6.0 MI N. ALONG HWY. 14, THENCE 1.25 MI W. FROM
 MH0709'ALONG COUNTY ROAD ---E---, T. 79 N., R. 20 W., NEAR NE. COR.
 MH0709'NW1/4 NE1/4 SEC. 36, 31 FT S. OF E.-W. RD., 14 FT W. DRIVE
 MH0709'S., 4 FT N. OF E.-W. FENCE, IN CONCRETE POST, STANDARD TABLET
 MH0709'STAMPED---ET 5 DB 1964--- AZIMUTH TO NEWTON COURT HOUSE
 MH0709'210 51 50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0798 ***********************************************************************
 NL0798  DESIGNATION -  ET 5 HK
 NL0798  PID         -  NL0798
 NL0798  STATE/COUNTY-  IA/WEBSTER
 NL0798  USGS QUAD   -  GOWRIE (1965)
 NL0798
 NL0798                         *CURRENT SURVEY CONTROL
 NL0798  ___________________________________________________________________
 NL0798* NAD 83(1996)-  42 22 27.52378(N)    094 15 06.07285(W)     ADJUSTED  
 NL0798* NAVD 88     -       355.5    (meters)    1166.     (feet)  VERTCON   
 NL0798  ___________________________________________________________________
 NL0798  LAPLACE CORR-           9.08  (seconds)                    DEFLEC99
 NL0798  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 NL0798
 NL0798  HORZ ORDER  -  THIRD
 NL0798  VERT ORDER  -  THIRD ? (See Below)
 NL0798
 NL0798.The horizontal coordinates were established by classical geodetic methods
 NL0798.and adjusted by the National Geodetic Survey in May 1999..
 NL0798
 NL0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0798.The vertical order pertains to the NGVD 29 superseded value.
 NL0798
 NL0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0798
 NL0798.The geoid height was determined by GEOID03.
 NL0798
 NL0798;                    North         East     Units Scale Factor Converg.
 NL0798;SPC IA N     - 1,097,390.347 1,438,091.872   MT  0.99995840   -0 30 34.0
 NL0798;UTM  15      - 4,692,095.754   396,947.232   MT  0.99973066   -0 50 37.2
 NL0798
 NL0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0798!SPC IA N     -   0.99994858  x   0.99995840  =   0.99990699
 NL0798!UTM  15      -   0.99994858  x   0.99973066  =   0.99967926
 NL0798
 NL0798:                Primary Azimuth Mark                     Grid Az
 NL0798:SPC IA N     -  COUNTY FARM WATER TANK                   039 54 20.6
 NL0798:UTM  15      -  COUNTY FARM WATER TANK                   040 14 23.8
 NL0798
 NL0798|---------------------------------------------------------------------|
 NL0798| PID    Reference Object                     Distance      Geod. Az  |
 NL0798|                                                           dddmmss.s |
 NL0798| CI6155 COUNTY FARM WATER TANK                             0392346.6 |
 NL0798|---------------------------------------------------------------------|
 NL0798
 NL0798                          SUPERSEDED SURVEY CONTROL
 NL0798
 NL0798  NAD 83(1996)-  42 22 27.51804(N)    094 15 06.07240(W) AD(       ) 3
 NL0798  NAD 83(1986)-  42 22 27.51519(N)    094 15 06.06851(W) AD(       ) 3
 NL0798  NAD 27      -  42 22 27.61403(N)    094 15 05.17312(W) AD(       ) 3
 NL0798  NGVD 29 (07/19/86)  355.5    (m)         1166.     (f) LEVELING    3  
 NL0798
 NL0798.Superseded values are not recommended for survey control.
 NL0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0798.See file dsdata.txt to determine how the superseded data were derived.
 NL0798
 NL0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG9694792096(NAD 83)
 NL0798_MARKER: DD = SURVEY DISK
 NL0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0798_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0798+STABILITY: SURFACE MOTION
 NL0798
 NL0798  HISTORY     - Date     Condition        Report By
 NL0798  HISTORY     - 1964     MONUMENTED       USGS
 NL0798
 NL0798                          STATION DESCRIPTION
 NL0798
 NL0798'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NL0798'CALLENDER, 2.0 MI E. AND 1.0 MI N. OF, AT APPROX. CENTER SEC. 5, T. 87
 NL0798'N., R. 29 W., 21 FT E. AND 162 FT N. OF T - DRIVE W. TO FARMHOUSE, 1
 NL0798'FT W. OF FENCE LINE, IN CONCRETE POST.  STANDARD TABLET STAMPED---ET
 NL0798'5 HK 1964---WATER TANK AT COUNTY FARM ABOUT 6.0 MI DISTANT
 NL0798'--N 39 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0724 ***********************************************************************
 NK0724  DESIGNATION -  ET 5 JA
 NK0724  PID         -  NK0724
 NK0724  STATE/COUNTY-  IA/BOONE
 NK0724  USGS QUAD   -  MACKEY (1965)
 NK0724
 NK0724                         *CURRENT SURVEY CONTROL
 NK0724  ___________________________________________________________________
 NK0724* NAD 83(1996)-  42 08 09.71001(N)    093 52 27.05219(W)     ADJUSTED  
 NK0724* NAVD 88     -       324.4    (meters)    1064.     (feet)  VERTCON   
 NK0724  ___________________________________________________________________
 NK0724  LAPLACE CORR-          -6.60  (seconds)                    DEFLEC99
 NK0724  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 NK0724
 NK0724  HORZ ORDER  -  THIRD
 NK0724  VERT ORDER  -  THIRD ? (See Below)
 NK0724
 NK0724.The horizontal coordinates were established by classical geodetic methods
 NK0724.and adjusted by the National Geodetic Survey in May 1999..
 NK0724
 NK0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0724.The vertical order pertains to the NGVD 29 superseded value.
 NK0724
 NK0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0724
 NK0724.The geoid height was determined by GEOID03.
 NK0724
 NK0724;                    North         East     Units Scale Factor Converg.
 NK0724;SPC IA N     - 1,070,716.418 1,469,065.388   MT  0.99998813   -0 15 13.0
 NK0724;UTM  15      - 4,665,249.480   427,756.507   MT  0.99966422   -0 35 11.4
 NK0724
 NK0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0724!SPC IA N     -   0.99995342  x   0.99998813  =   0.99994155
 NK0724!UTM  15      -   0.99995342  x   0.99966422  =   0.99961766
 NK0724
 NK0724:                Primary Azimuth Mark                     Grid Az
 NK0724:SPC IA N     -  BOONE MUN WT                             177 33 43.5
 NK0724:UTM  15      -  BOONE MUN WT                             177 53 41.9
 NK0724
 NK0724|---------------------------------------------------------------------|
 NK0724| PID    Reference Object                     Distance      Geod. Az  |
 NK0724|                                                           dddmmss.s |
 NK0724| CI5141 BOONE MUN WT                                       1771830.5 |
 NK0724|---------------------------------------------------------------------|
 NK0724
 NK0724                          SUPERSEDED SURVEY CONTROL
 NK0724
 NK0724  NAD 83(1986)-  42 08 09.69053(N)    093 52 27.06857(W) AD(       ) 3
 NK0724  NAD 27      -  42 08 09.76296(N)    093 52 26.22408(W) AD(       ) 3
 NK0724  NGVD 29 (07/19/86)  324.3    (m)         1064.     (f) LEVELING    3  
 NK0724
 NK0724.Superseded values are not recommended for survey control.
 NK0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0724.See file dsdata.txt to determine how the superseded data were derived.
 NK0724
 NK0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG2775765249(NAD 83)
 NK0724_MARKER: DD = SURVEY DISK
 NK0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0724
 NK0724  HISTORY     - Date     Condition        Report By
 NK0724  HISTORY     - 1964     MONUMENTED       USGS
 NK0724
 NK0724                          STATION DESCRIPTION
 NK0724
 NK0724'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NK0724'BOONE, 5.2 MI N. AND 0.5 MI E. OF, T. 85 N., R. 26 W., NEAR NE. COR.
 NK0724'SEC. 33, 577 FT S. AND 38 FT W. OF RD. AT E. - W. FENCE, 56 FT N. OF
 NK0724'A POWER LINE POLE, 3 FT E. OF W. RIGHT OF WAY FENCE, IN A CONCRETE
 NK0724'POST, STANDARD TABLET STAMPED---ET 5 JA 1964---FLT. 4 1 - 203
 NK0724'BOONE MWT ABOUT 5.0 MI DISTANT--S 02 DEG 41 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0753 ***********************************************************************
 NJ0753  DESIGNATION -  ET 5 JS
 NJ0753  PID         -  NJ0753
 NJ0753  STATE/COUNTY-  IA/JONES
 NJ0753  USGS QUAD   -  HOPKINTON EAST (1966)
 NJ0753
 NJ0753                         *CURRENT SURVEY CONTROL
 NJ0753  ___________________________________________________________________
 NJ0753* NAD 83(1996)-  42 16 22.17567(N)    091 08 27.38828(W)     ADJUSTED  
 NJ0753* NAVD 88     -       305.2    (meters)    1001.     (feet)  VERTCON   
 NJ0753  ___________________________________________________________________
 NJ0753  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 NJ0753  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 NJ0753
 NJ0753  HORZ ORDER  -  THIRD
 NJ0753
 NJ0753.The horizontal coordinates were established by classical geodetic methods
 NJ0753.and adjusted by the National Geodetic Survey in May 1999..
 NJ0753
 NJ0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0753
 NJ0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0753
 NJ0753.The geoid height was determined by GEOID03.
 NJ0753
 NJ0753;                    North         East     Units Scale Factor Converg.
 NJ0753;SPC IA N     - 1,088,557.625 1,694,581.422   MT  0.99996897   +1 35 55.8
 NJ0753;UTM  15      - 4,681,741.881   653,306.020   MT  0.99988919   +1 15 02.7
 NJ0753
 NJ0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0753!SPC IA N     -   0.99995717  x   0.99996897  =   0.99992614
 NJ0753!UTM  15      -   0.99995717  x   0.99988919  =   0.99984636
 NJ0753
 NJ0753:                Primary Azimuth Mark                     Grid Az
 NJ0753:SPC IA N     -  ET 4 JS                                  251 56 16.6
 NJ0753:UTM  15      -  ET 4 JS                                  252 17 09.7
 NJ0753
 NJ0753|---------------------------------------------------------------------|
 NJ0753| PID    Reference Object                     Distance      Geod. Az  |
 NJ0753|                                                           dddmmss.s |
 NJ0753| NJ0755 ET 4 JS                             APPROX. 7.4 KM 2533212.4 |
 NJ0753|---------------------------------------------------------------------|
 NJ0753
 NJ0753                          SUPERSEDED SURVEY CONTROL
 NJ0753
 NJ0753  NAD 83(1996)-  42 16 22.17564(N)    091 08 27.38828(W) AD(       ) 3
 NJ0753  NAD 83(1986)-  42 16 22.24590(N)    091 08 27.41721(W) AD(       ) 3
 NJ0753  NAD 27      -  42 16 22.09335(N)    091 08 26.83369(W) AD(       ) 3
 NJ0753  NGVD 29 (07/19/86)  305.2    (m)         1001.     (f) VERT ANG       
 NJ0753
 NJ0753.Superseded values are not recommended for survey control.
 NJ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0753.See file dsdata.txt to determine how the superseded data were derived.
 NJ0753
 NJ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG5330681742(NAD 83)
 NJ0753_MARKER: DE = TRAVERSE STATION DISK
 NJ0753_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NJ0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0753
 NJ0753  HISTORY     - Date     Condition        Report By
 NJ0753  HISTORY     - 1964     MONUMENTED       USGS
 NJ0753  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0753
 NJ0753                          STATION DESCRIPTION
 NJ0753
 NJ0753'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NJ0753'MONTICELLO, ABOUT 3.5 MI NE. OF ALONG U.S. HWY. 151.  NEAR CENTER OF
 NJ0753'SEC. 12, T. 86 N., R. 3 W.  AT A LOW SUMMIT OF HWY. 151.  480 FT N. OF
 NJ0753'A DRIVE W. TO FARMHOUSE AND 71 FT W. OF THE CENTER OF HWY. 151.  3 FT
 NJ0753'NE. OF A TELEPHONE POLE AND 2 FT E. OF RIGHT - OF - WAY FENCE.  IN
 NJ0753'CONCRETE POST.  A STANDARD TABLET STAMPED---ET 5 JS 1964---.
 NJ0753
 NJ0753                          STATION RECOVERY (1998)
 NJ0753
 NJ0753'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0708 ***********************************************************************
 MH0708  DESIGNATION -  ET 51 HB
 MH0708  PID         -  MH0708
 MH0708  STATE/COUNTY-  IA/MARION
 MH0708  USGS QUAD   -  OTLEY (1965)
 MH0708
 MH0708                         *CURRENT SURVEY CONTROL
 MH0708  ___________________________________________________________________
 MH0708* NAD 83(1996)-  41 28 31.44617(N)    093 00 19.68887(W)     ADJUSTED  
 MH0708* NAVD 88     -       274.32   (+/-2cm)     900.0    (feet)  VERTCON   
 MH0708  ___________________________________________________________________
 MH0708  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 MH0708  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 MH0708
 MH0708  HORZ ORDER  -  THIRD
 MH0708  VERT ORDER  -  THIRD ? (See Below)
 MH0708
 MH0708.The horizontal coordinates were established by classical geodetic methods
 MH0708.and adjusted by the National Geodetic Survey in May 1999..
 MH0708
 MH0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0708.The vertical order pertains to the NGVD 29 superseded value.
 MH0708
 MH0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0708
 MH0708.The geoid height was determined by GEOID03.
 MH0708
 MH0708;                    North         East     Units Scale Factor Converg.
 MH0708;SPC IA S     -   163,960.422   541,305.172   MT  0.99995982   +0 19 32.7
 MH0708;UTM  15      - 4,591,533.361   499,543.359   MT  0.99960000   -0 00 13.0
 MH0708
 MH0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0708!SPC IA S     -   0.99996199  x   0.99995982  =   0.99992182
 MH0708!UTM  15      -   0.99996199  x   0.99960000  =   0.99956201
 MH0708
 MH0708:                Primary Azimuth Mark                     Grid Az
 MH0708:SPC IA S     -  STA 115                                  358 13 57.8
 MH0708:UTM  15      -  STA 115                                  358 33 43.5
 MH0708
 MH0708|---------------------------------------------------------------------|
 MH0708| PID    Reference Object                     Distance      Geod. Az  |
 MH0708|                                                           dddmmss.s |
 MH0708| MH0716 STA 115                             APPROX. 1.1 KM 3583330.5 |
 MH0708|---------------------------------------------------------------------|
 MH0708
 MH0708                          SUPERSEDED SURVEY CONTROL
 MH0708
 MH0708  NAD 83(1986)-  41 28 31.45202(N)    093 00 19.68810(W) AD(       ) 3
 MH0708  NGVD 29 (05/22/90)  274.29   (m)          899.9    (f) LEVELING    3  
 MH0708
 MH0708.Superseded values are not recommended for survey control.
 MH0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0708.See file dsdata.txt to determine how the superseded data were derived.
 MH0708
 MH0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF9954391533(NAD 83)
 MH0708_MARKER: DE = TRAVERSE STATION DISK
 MH0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0708_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0708+STABILITY: SURFACE MOTION
 MH0708
 MH0708  HISTORY     - Date     Condition        Report By
 MH0708  HISTORY     - 1964     MONUMENTED       USGS
 MH0708
 MH0708                          STATION DESCRIPTION
 MH0708
 MH0708'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0708'OTLEY, 1.0 MI N. AND 1.5 MI E. OF, T. 77 N., R. 19 W., NEAR
 MH0708'QUARTER CORNER BETWEEN SECS. 13 AND 14, 300 FT S. OF DRIVE W.,
 MH0708'25 FT E. OF CENTER RD., 1 FT W. OF FENCE, IN CONCRETE POST,
 MH0708'STANDARD TABLET STAMPED---51 HB ET 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0710 ***********************************************************************
 MH0710  DESIGNATION -  ET 6 DB
 MH0710  PID         -  MH0710
 MH0710  STATE/COUNTY-  IA/JASPER
 MH0710  USGS QUAD   -  MONROE (1965)
 MH0710
 MH0710                         *CURRENT SURVEY CONTROL
 MH0710  ___________________________________________________________________
 MH0710* NAD 83(1996)-  41 36 44.29502(N)    093 00 35.41052(W)     ADJUSTED  
 MH0710* NAVD 88     -       274.5    (meters)     901.     (feet)  VERTCON   
 MH0710  ___________________________________________________________________
 MH0710  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 MH0710  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 MH0710
 MH0710  HORZ ORDER  -  THIRD
 MH0710
 MH0710.The horizontal coordinates were established by classical geodetic methods
 MH0710.and adjusted by the National Geodetic Survey in May 1999..
 MH0710
 MH0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0710
 MH0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0710
 MH0710.The geoid height was determined by GEOID03.
 MH0710
 MH0710;                    North         East     Units Scale Factor Converg.
 MH0710;SPC IA S     -   179,162.600   540,854.737   MT  0.99997411   +0 19 22.3
 MH0710;UTM  15      - 4,606,732.306   499,180.459   MT  0.99960001   -0 00 23.5
 MH0710
 MH0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0710!SPC IA S     -   0.99996195  x   0.99997411  =   0.99993606
 MH0710!UTM  15      -   0.99996195  x   0.99960001  =   0.99956197
 MH0710
 MH0710                          SUPERSEDED SURVEY CONTROL
 MH0710
 MH0710  NAD 83(1986)-  41 36 44.28731(N)    093 00 35.40526(W) AD(       ) 3
 MH0710  NGVD 29 (05/22/90)  274.5    (m)          901.     (f) VERT ANG       
 MH0710
 MH0710.Superseded values are not recommended for survey control.
 MH0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0710.See file dsdata.txt to determine how the superseded data were derived.
 MH0710
 MH0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG9918006732(NAD 83)
 MH0710_MARKER: DE = TRAVERSE STATION DISK
 MH0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0710+STABILITY: SURFACE MOTION
 MH0710
 MH0710  HISTORY     - Date     Condition        Report By
 MH0710  HISTORY     - 1964     MONUMENTED       USGS
 MH0710
 MH0710                          STATION DESCRIPTION
 MH0710
 MH0710'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0710'REASNOR, 2.0 MI N. AND 1.0 MI E. OF, T. 79 N., R. 19 W., NEAR
 MH0710'NW. COR. SW1/4 NE1/4 SEC. 36, 37 FT S. AND 33 FT E. OF
 MH0710'CROSSROADS, 2 FT S. AND 1 FT W. OF FENCE CORNER, IN CONCRETE
 MH0710'POST, STANDARD TABLET STAMPED---ET 6 DB 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0791 ***********************************************************************
 NL0791  DESIGNATION -  ET 6 HK
 NL0791  PID         -  NL0791
 NL0791  STATE/COUNTY-  IA/WEBSTER
 NL0791  USGS QUAD   -  MOORLAND (1965)
 NL0791
 NL0791                         *CURRENT SURVEY CONTROL
 NL0791  ___________________________________________________________________
 NL0791* NAD 83(1996)-  42 29 19.96445(N)    094 15 22.28260(W)     ADJUSTED  
 NL0791* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 NL0791  ___________________________________________________________________
 NL0791  LAPLACE CORR-           9.14  (seconds)                    DEFLEC99
 NL0791  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 NL0791
 NL0791  HORZ ORDER  -  THIRD
 NL0791
 NL0791.The horizontal coordinates were established by classical geodetic methods
 NL0791.and adjusted by the National Geodetic Survey in May 1999..
 NL0791
 NL0791.The orthometric height was scaled from a topographic map.
 NL0791
 NL0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0791
 NL0791.The geoid height was determined by GEOID03.
 NL0791
 NL0791;                    North         East     Units Scale Factor Converg.
 NL0791;SPC IA N     - 1,110,118.837 1,437,834.872   MT  0.99995021   -0 30 45.0
 NL0791;UTM  15      - 4,704,822.689   396,764.730   MT  0.99973112   -0 50 54.8
 NL0791
 NL0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0791!SPC IA N     -   0.99995143  x   0.99995021  =   0.99990164
 NL0791!UTM  15      -   0.99995143  x   0.99973112  =   0.99968256
 NL0791
 NL0791:                Primary Azimuth Mark                     Grid Az
 NL0791:SPC IA N     -  US GYPSUM CO PLANT W TANK                094 48 51.3
 NL0791:UTM  15      -  US GYPSUM CO PLANT W TANK                095 09 01.1
 NL0791
 NL0791|---------------------------------------------------------------------|
 NL0791| PID    Reference Object                     Distance      Geod. Az  |
 NL0791|                                                           dddmmss.s |
 NL0791| CI7260 US GYPSUM CO PLANT W TANK                          0941806.3 |
 NL0791| CI6155 COUNTY FARM WATER TANK                             1321944.0 |
 NL0791|---------------------------------------------------------------------|
 NL0791
 NL0791                          SUPERSEDED SURVEY CONTROL
 NL0791
 NL0791  NAD 83(1996)-  42 29 19.95945(N)    094 15 22.28280(W) AD(       ) 3
 NL0791  NAD 83(1986)-  42 29 19.95614(N)    094 15 22.27572(W) AD(       ) 3
 NL0791  NAD 27      -  42 29 20.06200(N)    094 15 21.40301(W) AD(       ) 3
 NL0791
 NL0791.Superseded values are not recommended for survey control.
 NL0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0791.See file dsdata.txt to determine how the superseded data were derived.
 NL0791
 NL0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9676504823(NAD 83)
 NL0791_MARKER: DD = SURVEY DISK
 NL0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0791
 NL0791  HISTORY     - Date     Condition        Report By
 NL0791  HISTORY     - 1964     MONUMENTED       USGS
 NL0791
 NL0791                          STATION DESCRIPTION
 NL0791
 NL0791'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NL0791'FORT DODGE, 4.0 MI W. AND 1.0 MI S. OF, NEAR S. CENTER SEC. 27, T. 89
 NL0791'N., R. 29 W., 216 FT S. AND 2.0 FT E. OF FENCE CORNER, 19 FT E. OF
 NL0791'CENTER OF RD.  AT CREST, IN CONCRETE POST.  STANDARD TABLET STAMPED---
 NL0791'ET 6 HK 1964---WATER TANK AT U. S. GYPSUM CO. PLANT ABOUT
 NL0791'5.7 MI DISTANT--S 47 DEG 40 MIN E.  WATER TANK AT U. S. GYPSUM CO.
 NL0791'PLANT ABOUT 5.7 MI DISTANT--S 85 DEG 42 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0723 ***********************************************************************
 NK0723  DESIGNATION -  ET 6 JA
 NK0723  PID         -  NK0723
 NK0723  STATE/COUNTY-  IA/HAMILTON
 NK0723  USGS QUAD   -  MACKEY (1965)
 NK0723
 NK0723                         *CURRENT SURVEY CONTROL
 NK0723  ___________________________________________________________________
 NK0723* NAD 83(1996)-  42 14 52.39872(N)    093 52 26.60399(W)     ADJUSTED  
 NK0723* NAVD 88     -       329.2    (meters)    1080.     (feet)  VERTCON   
 NK0723  ___________________________________________________________________
 NK0723  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 NK0723  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 NK0723
 NK0723  HORZ ORDER  -  THIRD
 NK0723  VERT ORDER  -  THIRD ? (See Below)
 NK0723
 NK0723.The horizontal coordinates were established by classical geodetic methods
 NK0723.and adjusted by the National Geodetic Survey in May 1999..
 NK0723
 NK0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0723.The vertical order pertains to the NGVD 29 superseded value.
 NK0723
 NK0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0723
 NK0723.The geoid height was determined by GEOID03.
 NK0723
 NK0723;                    North         East     Units Scale Factor Converg.
 NK0723;SPC IA N     - 1,083,140.849 1,469,130.655   MT  0.99997205   -0 15 12.7
 NK0723;UTM  15      - 4,677,669.399   427,894.057   MT  0.99966397   -0 35 15.7
 NK0723
 NK0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0723!SPC IA N     -   0.99995261  x   0.99997205  =   0.99992466
 NK0723!UTM  15      -   0.99995261  x   0.99966397  =   0.99961659
 NK0723
 NK0723:                Primary Azimuth Mark                     Grid Az
 NK0723:SPC IA N     -  CHURCH STEEPLE                           213 35 19.8
 NK0723:UTM  15      -  CHURCH STEEPLE                           213 55 22.8
 NK0723
 NK0723|---------------------------------------------------------------------|
 NK0723| PID    Reference Object                     Distance      Geod. Az  |
 NK0723|                                                           dddmmss.s |
 NK0723| CI6120 CHURCH STEEPLE                                     2132007.1 |
 NK0723|---------------------------------------------------------------------|
 NK0723
 NK0723                          SUPERSEDED SURVEY CONTROL
 NK0723
 NK0723  NAD 83(1986)-  42 14 52.37976(N)    093 52 26.60935(W) AD(       ) 3
 NK0723  NAD 27      -  42 14 52.45482(N)    093 52 25.74903(W) AD(       ) 3
 NK0723  NGVD 29 (07/19/86)  329.2    (m)         1080.     (f) LEVELING    3  
 NK0723
 NK0723.Superseded values are not recommended for survey control.
 NK0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0723.See file dsdata.txt to determine how the superseded data were derived.
 NK0723
 NK0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG2789477669(NAD 83)
 NK0723_MARKER: DD = SURVEY DISK
 NK0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0723
 NK0723  HISTORY     - Date     Condition        Report By
 NK0723  HISTORY     - 1964     MONUMENTED       USGS
 NK0723
 NK0723                          STATION DESCRIPTION
 NK0723
 NK0723'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NK0723'STANHOPE, 2.7 MI S. AND 4.0 MI W. OF, T. 86 N., R. 26 W. NEAR N.
 NK0723'SIXTEENTH COR. BETWEEN SECS. 21 AND 22, 487 FT S. AND 38 FT E. OF
 NK0723'CENTER OF RD. AT FENCE LINE W., 3 FT W. OF A TELEPHONE POLE AND E.
 NK0723'RIGHT - OF - WAY FENCE, IN A CONCRETE POST.  STANDARD TABLET STAMPED--
 NK0723'-ET 6 JA 1964---FLT. 4 1 - 211.  CHURCH STEEPLE ABOUT 1.5
 NK0723'MI DISTANT--S 33 DEG 20 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0764 ***********************************************************************
 NJ0764  DESIGNATION -  ET 6 JRE
 NJ0764  PID         -  NJ0764
 NJ0764  STATE/COUNTY-  IA/DELAWARE
 NJ0764  USGS QUAD   -  MASONVILLE (1973)
 NJ0764
 NJ0764                         *CURRENT SURVEY CONTROL
 NJ0764  ___________________________________________________________________
 NJ0764* NAD 83(1996)-  42 29 51.44284(N)    091 36 29.38332(W)     ADJUSTED  
 NJ0764* NAVD 88     -       324.91   (+/-2cm)    1066.0    (feet)  VERTCON   
 NJ0764  ___________________________________________________________________
 NJ0764  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 NJ0764  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 NJ0764
 NJ0764  HORZ ORDER  -  THIRD
 NJ0764  VERT ORDER  -  THIRD ? (See Below)
 NJ0764
 NJ0764.The horizontal coordinates were established by classical geodetic methods
 NJ0764.and adjusted by the National Geodetic Survey in May 1999..
 NJ0764
 NJ0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0764.The vertical order pertains to the NGVD 29 superseded value.
 NJ0764
 NJ0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0764
 NJ0764.The geoid height was determined by GEOID03.
 NJ0764
 NJ0764;                    North         East     Units Scale Factor Converg.
 NJ0764;SPC IA N     - 1,112,551.966 1,655,492.308   MT  0.99994975   +1 16 55.9
 NJ0764;UTM  15      - 4,705,967.668   614,367.277   MT  0.99976093   +0 56 25.3
 NJ0764
 NJ0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0764!SPC IA N     -   0.99995386  x   0.99994975  =   0.99990361
 NJ0764!UTM  15      -   0.99995386  x   0.99976093  =   0.99971480
 NJ0764
 NJ0764|---------------------------------------------------------------------|
 NJ0764| PID    Reference Object                     Distance      Geod. Az  |
 NJ0764|                                                           dddmmss.s |
 NJ0764| CI6372 GABLE BARN E                                       08455     |
 NJ0764| NJ0765 STA 246 CH 1843                     100.659 METERS 33038     |
 NJ0764|---------------------------------------------------------------------|
 NJ0764
 NJ0764                          SUPERSEDED SURVEY CONTROL
 NJ0764
 NJ0764  NAD 83(1996)-  42 29 51.44172(N)    091 36 29.38227(W) AD(       ) 3
 NJ0764  NAD 83(1986)-  42 29 51.45124(N)    091 36 29.36125(W) AD(       ) 3
 NJ0764  NAD 27      -  42 29 51.42201(N)    091 36 28.89434(W) AD(       ) 3
 NJ0764  NGVD 29 (07/19/86)  324.94   (m)         1066.1    (f) LEVELING    3  
 NJ0764
 NJ0764.Superseded values are not recommended for survey control.
 NJ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0764.See file dsdata.txt to determine how the superseded data were derived.
 NJ0764
 NJ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH1436705968(NAD 83)
 NJ0764_MARKER: DE = TRAVERSE STATION DISK
 NJ0764_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NJ0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0764+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2004
 NJ0764
 NJ0764  HISTORY     - Date     Condition        Report By
 NJ0764  HISTORY     - 1964     MONUMENTED       USGS
 NJ0764  HISTORY     - 20040912 GOOD             GEOCAC
 NJ0764
 NJ0764                          STATION DESCRIPTION
 NJ0764
 NJ0764'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NJ0764'MASONVILLE, 1.0 MI N. AND 1.0 MI W. OF, NEAR THE SE. COR. OF SEC. 24,
 NJ0764'T. 89 N., R. 7 W., AT NE. COR. OF FARMYARD AT THE N. EDGE OF
 NJ0764'WINDBREAK OF TREES, 27 FT S. AND 32 FT W. OF CROSSROADS, 2 FT SE. OF
 NJ0764'FENCE COR., IN CONCRETE POST PROJECTING 2 IN., A STANDARD TABLET
 NJ0764'STAMPED---ET 6 JRE---/SIDE SHOT/GABLE OF RED BARN ABOUT 2.0
 NJ0764'MI DISTANT--N 84 DEG 55 MIN E.
 NJ0764
 NJ0764                          STATION RECOVERY (2004)
 NJ0764
 NJ0764'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 NJ0764'CONCRETE POST IS SLIGHTLY TILTED TOWARD THE NORTHEAST, PROJECTING 6
 NJ0764'INCHES FROM THE GROUND.  THE DESCRIBED FENCE CORNER IS GONE.  WITNESS
 NJ0764'POST DIRECTLY WEST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0910 ***********************************************************************
 NJ0910  DESIGNATION -  ET 6 JS
 NJ0910  PID         -  NJ0910
 NJ0910  STATE/COUNTY-  IA/JONES
 NJ0910  USGS QUAD   -  FILLMORE (1980)
 NJ0910
 NJ0910                         *CURRENT SURVEY CONTROL
 NJ0910  ___________________________________________________________________
 NJ0910* NAD 83(1996)-  42 16 15.65577(N)    090 59 20.77431(W)     ADJUSTED  
 NJ0910* NAVD 88     -       301.1    (meters)     988.     (feet)  VERTCON   
 NJ0910  ___________________________________________________________________
 NJ0910  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 NJ0910  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 NJ0910
 NJ0910  HORZ ORDER  -  THIRD
 NJ0910
 NJ0910.The horizontal coordinates were established by classical geodetic methods
 NJ0910.and adjusted by the National Geodetic Survey in May 1999..
 NJ0910
 NJ0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0910
 NJ0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0910
 NJ0910.The geoid height was determined by GEOID03.
 NJ0910
 NJ0910;                    North         East     Units Scale Factor Converg.
 NJ0910;SPC IA N     - 1,088,717.272 1,707,107.761   MT  0.99996919   +1 42 06.3
 NJ0910;UTM  15      - 4,681,825.339   665,832.401   MT  0.99993838   +1 21 10.5
 NJ0910
 NJ0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0910!SPC IA N     -   0.99995783  x   0.99996919  =   0.99992702
 NJ0910!UTM  15      -   0.99995783  x   0.99993838  =   0.99989621
 NJ0910
 NJ0910:                Primary Azimuth Mark                     Grid Az
 NJ0910:SPC IA N     -  CASCADE MWT                              331 10 54.0
 NJ0910:UTM  15      -  CASCADE MWT                              331 31 49.8
 NJ0910
 NJ0910|---------------------------------------------------------------------|
 NJ0910| PID    Reference Object                     Distance      Geod. Az  |
 NJ0910|                                                           dddmmss.s |
 NJ0910| CI8332 CASCADE MWT                                        3325300.3 |
 NJ0910|---------------------------------------------------------------------|
 NJ0910
 NJ0910                          SUPERSEDED SURVEY CONTROL
 NJ0910
 NJ0910  NAD 83(1996)-  42 16 15.65564(N)    090 59 20.77432(W) AD(       ) 3
 NJ0910  NAD 83(1996)-  42 16 15.69864(N)    090 59 20.80250(W) AD(       ) 3
 NJ0910  NAD 83(1986)-  42 16 15.69858(N)    090 59 20.80253(W) AD(       ) 3
 NJ0910  NAD 27      -  42 16 15.59735(N)    090 59 20.23868(W) AD(       ) 3
 NJ0910  NGVD 29 (07/19/86)  301.1    (m)          988.     (f) VERT ANG       
 NJ0910
 NJ0910.Superseded values are not recommended for survey control.
 NJ0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0910.See file dsdata.txt to determine how the superseded data were derived.
 NJ0910
 NJ0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG6583281825(NAD 83)
 NJ0910_MARKER: DE = TRAVERSE STATION DISK
 NJ0910_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NJ0910
 NJ0910  HISTORY     - Date     Condition        Report By
 NJ0910  HISTORY     - 1964     MONUMENTED       USGS
 NJ0910  HISTORY     - 19980805 GOOD             USPSQD
 NJ0910
 NJ0910                          STATION DESCRIPTION
 NJ0910
 NJ0910'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NJ0910'CASCADE, ABOUT 1.75 MI S. AND 1.25 MI E. OF.  IN SW. QUARTER SEC. 8,
 NJ0910'T. 86 N., R. 1 W.  ON TOP OF HIGH BANK AT S. SIDE OF STATE HWY. 136.
 NJ0910'ABOUT 0.1 MI E. - SE. OF A CROSSROADS, 61 FT SW. OF CENTER OF STATE
 NJ0910'HWY. 136.  68 FT S. - SE. OF A TELEPHONE POLE.  18 FT SE. OF AN ANGLE
 NJ0910'POINT IN FENCE AND 2 FT NE. OF FENCE.  IN CONCRETE POST.  A STANDARD
 NJ0910'TABLET STAMPED---ET 6 JS 1964---FINIAL ON CASCADE MUNICIPAL
 NJ0910'WATER TANK--N 27 DEG 07 MIN W.
 NJ0910
 NJ0910                          STATION RECOVERY (1998)
 NJ0910
 NJ0910'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0711 ***********************************************************************
 MH0711  DESIGNATION -  ET 7 DB
 MH0711  PID         -  MH0711
 MH0711  STATE/COUNTY-  IA/MARION
 MH0711  USGS QUAD   -  OTLEY (1965)
 MH0711
 MH0711                         *CURRENT SURVEY CONTROL
 MH0711  ___________________________________________________________________
 MH0711* NAD 83(1996)-  41 29 55.66601(N)    093 00 21.01183(W)     ADJUSTED  
 MH0711* NAVD 88     -       232.55   (+/-2cm)     763.0    (feet)  VERTCON   
 MH0711  ___________________________________________________________________
 MH0711  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 MH0711  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 MH0711
 MH0711  HORZ ORDER  -  THIRD
 MH0711  VERT ORDER  -  THIRD ? (See Below)
 MH0711
 MH0711.The horizontal coordinates were established by classical geodetic methods
 MH0711.and adjusted by the National Geodetic Survey in May 1999..
 MH0711
 MH0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0711.The vertical order pertains to the NGVD 29 superseded value.
 MH0711
 MH0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0711
 MH0711.The geoid height was determined by GEOID03.
 MH0711
 MH0711;                    North         East     Units Scale Factor Converg.
 MH0711;SPC IA S     -   166,558.364   541,259.717   MT  0.99996186   +0 19 31.8
 MH0711;UTM  15      - 4,594,130.584   499,512.851   MT  0.99960000   -0 00 13.9
 MH0711
 MH0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0711!SPC IA S     -   0.99996854  x   0.99996186  =   0.99993041
 MH0711!UTM  15      -   0.99996854  x   0.99960000  =   0.99956856
 MH0711
 MH0711:                Primary Azimuth Mark                     Grid Az
 MH0711:SPC IA S     -  STA 115                                  179 36 09.7
 MH0711:UTM  15      -  STA 115                                  179 55 55.4
 MH0711
 MH0711|---------------------------------------------------------------------|
 MH0711| PID    Reference Object                     Distance      Geod. Az  |
 MH0711|                                                           dddmmss.s |
 MH0711| MH0716 STA 115                             APPROX. 1.5 KM 1795541.5 |
 MH0711|---------------------------------------------------------------------|
 MH0711
 MH0711                          SUPERSEDED SURVEY CONTROL
 MH0711
 MH0711  NAD 83(1986)-  41 29 55.66948(N)    093 00 21.01026(W) AD(       ) 3
 MH0711  NGVD 29 (05/22/90)  232.52   (m)          762.9    (f) LEVELING    3  
 MH0711
 MH0711.Superseded values are not recommended for survey control.
 MH0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0711.See file dsdata.txt to determine how the superseded data were derived.
 MH0711
 MH0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF9951394131(NAD 83)
 MH0711_MARKER: DE = TRAVERSE STATION DISK
 MH0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0711_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0711+STABILITY: SURFACE MOTION
 MH0711
 MH0711  HISTORY     - Date     Condition        Report By
 MH0711  HISTORY     - 1964     MONUMENTED       USGS
 MH0711
 MH0711                          STATION DESCRIPTION
 MH0711
 MH0711'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0711'OTLEY, 2.5 MI N., 1.5 MI E. OF, T. 77 N., R. 19 W., NEAR
 MH0711'NE. COR. SE1/4 SE1/4 SEC. 2, 9 FT S., 32 FT W. OF CENTER N.-S.
 MH0711'RD. AT DRIVE W., AT N.-S. FENCE, 2 FT NE. OF TELEPHONE POLE, IN
 MH0711'CONCRETE POST, STANDARD TABLET STAMPED---ET 7 DB 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0738 ***********************************************************************
 NL0738  DESIGNATION -  ET 7 HK
 NL0738  PID         -  NL0738
 NL0738  STATE/COUNTY-  IA/WEBSTER
 NL0738  USGS QUAD   -  CLARE (1979)
 NL0738
 NL0738                         *CURRENT SURVEY CONTROL
 NL0738  ___________________________________________________________________
 NL0738* NAD 83(1996)-  42 30 47.38033(N)    094 20 39.46006(W)     ADJUSTED  
 NL0738* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 NL0738  ___________________________________________________________________
 NL0738  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 NL0738  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 NL0738
 NL0738  HORZ ORDER  -  THIRD
 NL0738
 NL0738.The horizontal coordinates were established by classical geodetic methods
 NL0738.and adjusted by the National Geodetic Survey in May 1999..
 NL0738
 NL0738.The orthometric height was scaled from a topographic map.
 NL0738
 NL0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0738
 NL0738.The geoid height was determined by GEOID03.
 NL0738
 NL0738;                    North         East     Units Scale Factor Converg.
 NL0738;SPC IA N     - 1,112,884.467 1,430,619.079   MT  0.99994899   -0 34 20.0
 NL0738;UTM  15      - 4,707,630.022   389,566.793   MT  0.99975005   -0 54 30.6
 NL0738
 NL0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0738!SPC IA N     -   0.99994945  x   0.99994899  =   0.99989844
 NL0738!UTM  15      -   0.99994945  x   0.99975005  =   0.99969951
 NL0738
 NL0738:                Primary Azimuth Mark                     Grid Az
 NL0738:SPC IA N     -  FT DODGE KQTV ANTENNA                    104 09 19.1
 NL0738:UTM  15      -  FT DODGE KQTV ANTENNA                    104 29 29.7
 NL0738
 NL0738|---------------------------------------------------------------------|
 NL0738| PID    Reference Object                     Distance      Geod. Az  |
 NL0738|                                                           dddmmss.s |
 NL0738| CI5832 FT DODGE KQTV ANTENNA                              1033459.1 |
 NL0738| CI7095 S CORNER TOP GRAIN ELEV                            35925     |
 NL0738|---------------------------------------------------------------------|
 NL0738
 NL0738                          SUPERSEDED SURVEY CONTROL
 NL0738
 NL0738  NAD 83(1996)-  42 30 47.37513(N)    094 20 39.46035(W) AD(       ) 3
 NL0738  NAD 83(1986)-  42 30 47.37209(N)    094 20 39.45448(W) AD(       ) 3
 NL0738  NAD 27      -  42 30 47.46527(N)    094 20 38.57499(W) AD(       ) 3
 NL0738
 NL0738.Superseded values are not recommended for survey control.
 NL0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0738.See file dsdata.txt to determine how the superseded data were derived.
 NL0738
 NL0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH8956707630(NAD 83)
 NL0738_MARKER: DD = SURVEY DISK
 NL0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0738
 NL0738  HISTORY     - Date     Condition        Report By
 NL0738  HISTORY     - 1964     MONUMENTED       USGS
 NL0738
 NL0738                          STATION DESCRIPTION
 NL0738
 NL0738'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NL0738'BARNUM, 0.75 MI N. AND 1.0 MI E. OF, ABOUT 0.25 MI S. OF STATE
 NL0738'HIGHWAY 5, AT APPROX. N. QUARTER COR. BETWEEN SECS. 23 AND 24, T. 89
 NL0738'N., R. 30 W., 1 FT N. AND 28.8 FT E. OF CENTER OF N. - S. RD. AT
 NL0738'FENCE E., 36.85 FT SW. OF SW. CORNER OF CORN CRIB, IN CONCRETE POST.
 NL0738'STAMDARD TABLET STAMPED---ET 7 HK 1964---S. CORNER OF TOP
 NL0738'OF GRAIN ELEVATOR IN CLARE ABOUT 5.2 MI DISTANT--N 00 DEG 35 MIN W.
 NL0738'TOP OF KQTV ANTENNA IN FT. DODGE ABOUT 7.0 MI DISTANT--
 NL0738'S 76 DEG 25 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0735 ***********************************************************************
 NK0735  CBN         -  This is a Cooperative Base Network Control Station.
 NK0735  DESIGNATION -  ET 7 JA
 NK0735  PID         -  NK0735
 NK0735  STATE/COUNTY-  IA/HAMILTON
 NK0735  USGS QUAD   -  STANHOPE (1976)
 NK0735
 NK0735                         *CURRENT SURVEY CONTROL
 NK0735  ___________________________________________________________________
 NK0735* NAD 83(1996)-  42 16 02.69566(N)    093 45 25.44592(W)     ADJUSTED  
 NK0735* NAVD 88     -       339.5    (meters)    1114.     (feet)  GPS OBS   
 NK0735  ___________________________________________________________________
 NK0735  X           -    -309,762.353 (meters)                     COMP
 NK0735  Y           -  -4,717,143.455 (meters)                     COMP
 NK0735  Z           -   4,267,841.338 (meters)                     COMP
 NK0735  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 NK0735  ELLIP HEIGHT-         312.27  (meters)          (06/15/04) GPS OBS
 NK0735  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 NK0735
 NK0735  HORZ ORDER  -  B
 NK0735  ELLP ORDER  -  FOURTH    CLASS I
 NK0735
 NK0735.The horizontal coordinates were established by GPS observations
 NK0735.and adjusted by the National Geodetic Survey in August 1997..
 NK0735
 NK0735.The orthometric height was determined by GPS observations and a
 NK0735.high-resolution geoid model.
 NK0735
 NK0735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0735
 NK0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0735
 NK0735.The ellipsoidal height was determined by GPS observations
 NK0735.and is referenced to NAD 83.
 NK0735
 NK0735.The geoid height was determined by GEOID03.
 NK0735
 NK0735;                    North         East     Units Scale Factor Converg.
 NK0735;SPC IA N     - 1,085,273.756 1,478,791.777   MT  0.99996962   -0 10 27.2
 NK0735;UTM  15      - 4,679,745.198   437,564.422   MT  0.99964796   -0 30 33.2
 NK0735
 NK0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0735!SPC IA N     -   0.99995103  x   0.99996962  =   0.99992065
 NK0735!UTM  15      -   0.99995103  x   0.99964796  =   0.99959900
 NK0735
 NK0735:                Primary Azimuth Mark                     Grid Az
 NK0735:SPC IA N     -  CHURCH STEEPLE                           247 18 29.7
 NK0735:UTM  15      -  CHURCH STEEPLE                           247 38 35.7
 NK0735
 NK0735|---------------------------------------------------------------------|
 NK0735| PID    Reference Object                     Distance      Geod. Az  |
 NK0735|                                                           dddmmss.s |
 NK0735| CI6120 CHURCH STEEPLE                                     2470802.5 |
 NK0735|---------------------------------------------------------------------|
 NK0735
 NK0735                          SUPERSEDED SURVEY CONTROL
 NK0735
 NK0735  ELLIP H (08/25/97)  312.32   (m)                       GP(       ) 4 1
 NK0735  NAD 83(1986)-  42 16 02.66827(N)    093 45 25.44919(W) AD(       ) 3
 NK0735  NAD 27      -  42 16 02.72806(N)    093 45 24.59656(W) AD(       ) 3
 NK0735  NGVD 29 (07/19/86)  339.6    (m)         1114.     (f) LEVELING    3  
 NK0735
 NK0735.Superseded values are not recommended for survey control.
 NK0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0735.See file dsdata.txt to determine how the superseded data were derived.
 NK0735
 NK0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG3756479745(NAD 83)
 NK0735_MARKER: DD = SURVEY DISK
 NK0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0735_STAMPING: ET-7-JA 1964
 NK0735_MARK LOGO: USGS  
 NK0735_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0735+STABILITY: SURFACE MOTION
 NK0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0735+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1996
 NK0735
 NK0735  HISTORY     - Date     Condition        Report By
 NK0735  HISTORY     - 1964     MONUMENTED       USGS
 NK0735  HISTORY     - 19960116 GOOD             IADT
 NK0735
 NK0735                          STATION DESCRIPTION
 NK0735
 NK0735'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NK0735'STANHOPE, 1.5 MI S. AND 2.0 MI E. OF, T. 86 N., R. 25 W., NEAR COR.
 NK0735'SECS. 9, 10, 15 AND 16, 31 FT N. AND 46 FT W. OF CROSSROADS, 3 FT S.
 NK0735'AND 9 FT W. OF COR. FENCE POST.  IN A CONCRETE POST, STANDARD TABLET
 NK0735'STAMPED---ET 7 JA 1964---FLT. 4 1 - 4.  CHURCH STEEPLE
 NK0735'ABOUT 9.0 MI DISTANT--S 67 DEG 08 MIN W.
 NK0735
 NK0735                          STATION RECOVERY (1996)
 NK0735
 NK0735'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996
 NK0735'LOCATED 8.5 MI (13.7 KM) EAST OF STRATFORD, 6.5 MI (10.5 KM)
 NK0735'WEST-SOUTHWEST OF JEWELL, AND 2.5 MI (4.0 KM) SOUTHEAST OF STANHOPE.
 NK0735'TO REACH THE STATION FROM THE JUNCTION OF STATE HWYS 17 AND 175 (EAST)
 NK0735'IN STANHOPE, GO EAST ON HWY 175 (350TH ST) FOR 2.0 MI (3.2 KM) TO THE
 NK0735'CROSSROAD.  TURN RIGHT AND GO SOUTH ON LAKINS GROVE AVE FOR 1.0 MI
 NK0735'(1.6 KM) TO A CROSSROAD (360TH ST) AND THE STATION ON THE RIGHT.  THE
 NK0735'MONUMENT IS 2 FT (0.6 M) SOUTH OF A WHITE METAL WITNESS POST, 0.6 M
 NK0735'(2.0 FT) SOUTH-SOUTHEAST OF A PINK STATE HARN SURVEY SIGN, AND IS IN
 NK0735'THE NORTHWEST QUADRANT OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0909 ***********************************************************************
 NJ0909  DESIGNATION -  ET 7 JS
 NJ0909  PID         -  NJ0909
 NJ0909  STATE/COUNTY-  IA/JACKSON
 NJ0909  USGS QUAD   -  FILLMORE (1980)
 NJ0909
 NJ0909                         *CURRENT SURVEY CONTROL
 NJ0909  ___________________________________________________________________
 NJ0909* NAD 83(1996)-  42 15 04.60130(N)    090 53 22.25212(W)     ADJUSTED  
 NJ0909* NAVD 88     -       321.1    (meters)    1053.     (feet)  VERTCON   
 NJ0909  ___________________________________________________________________
 NJ0909  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 NJ0909  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 NJ0909
 NJ0909  HORZ ORDER  -  THIRD
 NJ0909
 NJ0909.The horizontal coordinates were established by classical geodetic methods
 NJ0909.and adjusted by the National Geodetic Survey in May 1999..
 NJ0909
 NJ0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0909
 NJ0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0909
 NJ0909.The geoid height was determined by GEOID03.
 NJ0909
 NJ0909;                    North         East     Units Scale Factor Converg.
 NJ0909;SPC IA N     - 1,086,774.806 1,715,387.387   MT  0.99997162   +1 46 09.3
 NJ0909;UTM  15      - 4,679,832.458   674,099.907   MT  0.99997296   +1 25 09.9
 NJ0909
 NJ0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0909!SPC IA N     -   0.99995471  x   0.99997162  =   0.99992633
 NJ0909!UTM  15      -   0.99995471  x   0.99997296  =   0.99992767
 NJ0909
 NJ0909:                Primary Azimuth Mark                     Grid Az
 NJ0909:SPC IA N     -  GARRY OWEN CATH CH SP CROSS              041 06 40.5
 NJ0909:UTM  15      -  GARRY OWEN CATH CH SP CROSS              041 27 39.9
 NJ0909
 NJ0909|---------------------------------------------------------------------|
 NJ0909| PID    Reference Object                     Distance      Geod. Az  |
 NJ0909|                                                           dddmmss.s |
 NJ0909| CI9605 GARRY OWEN CATH CH SP CROSS                        0425249.8 |
 NJ0909|---------------------------------------------------------------------|
 NJ0909
 NJ0909                          SUPERSEDED SURVEY CONTROL
 NJ0909
 NJ0909  NAD 83(1996)-  42 15 04.60111(N)    090 53 22.25216(W) AD(       ) 3
 NJ0909  NAD 83(1996)-  42 15 04.62710(N)    090 53 22.28555(W) AD(       ) 3
 NJ0909  NAD 83(1986)-  42 15 04.62688(N)    090 53 22.28569(W) AD(       ) 3
 NJ0909  NAD 27      -  42 15 04.55797(N)    090 53 21.72316(W) AD(       ) 3
 NJ0909  NGVD 29 (07/19/86)  321.1    (m)         1053.     (f) VERT ANG       
 NJ0909
 NJ0909.Superseded values are not recommended for survey control.
 NJ0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0909.See file dsdata.txt to determine how the superseded data were derived.
 NJ0909
 NJ0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG7410079832(NAD 83)
 NJ0909_MARKER: DE = TRAVERSE STATION DISK
 NJ0909_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NJ0909
 NJ0909  HISTORY     - Date     Condition        Report By
 NJ0909  HISTORY     - 1964     MONUMENTED       USGS
 NJ0909  HISTORY     - 19941118 MARK NOT FOUND   USPSQD
 NJ0909  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0909
 NJ0909                          STATION DESCRIPTION
 NJ0909
 NJ0909'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NJ0909'CASCADE, ABOUT 6.5 MI E. AND 3.0 MI S. OF.  NEAR QUARTER COR. BETWEEN
 NJ0909'SECS. 18 AND 19, T. 86 N., R. 1 E.  42 FT N. OF CENTER OF WOODEN GATE
 NJ0909'AND DRIVE E. ALONG SEC. LINE FENCE.  26 FT E. OF CENTER OF N. - S. RD.
 NJ0909'21 FT N. OF TELEPHONE POLE.  2 FT W. OF RIGHT - OF - WAY FENCE.  IN
 NJ0909'CONCRETE POST.  A STANDARD TABLET STAMPED---ET 7 JS 1964---GARRY OWEN
 NJ0909'CATHOLIC CHURCH SPIRE CROSS, ABOUT 100 FT HIGH--N 42 DEG 53 MIN E.
 NJ0909
 NJ0909                          STATION RECOVERY (1994)
 NJ0909
 NJ0909'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0909'MARK NOT FOUND.
 NJ0909
 NJ0909                          STATION RECOVERY (2001)
 NJ0909
 NJ0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0909'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0712 ***********************************************************************
 MH0712  DESIGNATION -  ET 8 DHB
 MH0712  PID         -  MH0712
 MH0712  STATE/COUNTY-  IA/MARION
 MH0712  USGS QUAD   -  HARVEY (1980)
 MH0712
 MH0712                         *CURRENT SURVEY CONTROL
 MH0712  ___________________________________________________________________
 MH0712* NAD 83(1996)-  41 21 56.66899(N)    092 59 23.31496(W)     ADJUSTED  
 MH0712* NAVD 88     -       253.11   (+/-2cm)     830.4    (feet)  VERTCON   
 MH0712  ___________________________________________________________________
 MH0712  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 MH0712  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 MH0712
 MH0712  HORZ ORDER  -  THIRD
 MH0712  VERT ORDER  -  THIRD ? (See Below)
 MH0712
 MH0712.The horizontal coordinates were established by classical geodetic methods
 MH0712.and adjusted by the National Geodetic Survey in May 1999..
 MH0712.No horizontal observational check was made to the station.
 MH0712
 MH0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0712.The vertical order pertains to the NGVD 29 superseded value.
 MH0712
 MH0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0712
 MH0712.The geoid height was determined by GEOID03.
 MH0712
 MH0712;                    North         East     Units Scale Factor Converg.
 MH0712;SPC IA S     -   151,789.622   542,684.525   MT  0.99995250   +0 20 09.8
 MH0712;UTM  15      - 4,579,359.168   500,852.264   MT  0.99960001   +0 00 24.2
 MH0712
 MH0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0712!SPC IA S     -   0.99996532  x   0.99995250  =   0.99991782
 MH0712!UTM  15      -   0.99996532  x   0.99960001  =   0.99956534
 MH0712
 MH0712                          SUPERSEDED SURVEY CONTROL
 MH0712
 MH0712  NAD 83(1986)-  41 21 56.68073(N)    092 59 23.31671(W) AD(       ) 3
 MH0712  NGVD 29 (05/22/90)  253.09   (m)          830.3    (f) LEVELING    3  
 MH0712
 MH0712.Superseded values are not recommended for survey control.
 MH0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0712.See file dsdata.txt to determine how the superseded data were derived.
 MH0712
 MH0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF0085279359(NAD 83)
 MH0712_MARKER: DE = TRAVERSE STATION DISK
 MH0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0712_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0712+STABILITY: SURFACE MOTION
 MH0712
 MH0712  HISTORY     - Date     Condition        Report By
 MH0712  HISTORY     - 1964     MONUMENTED       USGS
 MH0712
 MH0712                          STATION DESCRIPTION
 MH0712
 MH0712'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0712'KNOXVILLE, ABOUT 3.0 MI N. AND 6.0 MI E. OF, AT RED ROCK DAM,
 MH0712'T. 76 N., R. 19 W., SE1/4 SE1/4 SEC. 24, ABOUT 0.25 MI W. OF
 MH0712'SW. END OF DAM, 3 FT SW. OF SW CORNER STEEL LINK FENCE
 MH0712'SURROUNDING CORPS OF ENGINEERS RADIO TOWER, SET IN CONCRETE FLUSH
 MH0712'WITH GROUND, STANDARD TABLET STAMPED---ET 8 DB 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0907 ***********************************************************************
 NJ0907  DESIGNATION -  ET 8 GDS
 NJ0907  PID         -  NJ0907
 NJ0907  STATE/COUNTY-  IA/DUBUQUE
 NJ0907  USGS QUAD   -  PEOSTA (1972)
 NJ0907
 NJ0907                         *CURRENT SURVEY CONTROL
 NJ0907  ___________________________________________________________________
 NJ0907* NAD 83(1996)-  42 22 42.31186(N)    090 51 34.61579(W)     ADJUSTED  
 NJ0907* NAVD 88     -       320.23   (+/-2cm)    1050.6    (feet)  VERTCON   
 NJ0907  ___________________________________________________________________
 NJ0907  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 NJ0907  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 NJ0907
 NJ0907  HORZ ORDER  -  THIRD
 NJ0907  VERT ORDER  -  THIRD ? (See Below)
 NJ0907
 NJ0907.The horizontal coordinates were established by classical geodetic methods
 NJ0907.and adjusted by the National Geodetic Survey in May 1999..
 NJ0907
 NJ0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0907.The vertical order pertains to the NGVD 29 superseded value.
 NJ0907
 NJ0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0907
 NJ0907.The geoid height was determined by GEOID03.
 NJ0907
 NJ0907;                    North         East     Units Scale Factor Converg.
 NJ0907;SPC IA N     - 1,100,966.865 1,717,412.503   MT  0.99995804   +1 47 22.2
 NJ0907;UTM  15      - 4,694,012.136   676,211.250   MT  0.99998205   +1 26 34.9
 NJ0907
 NJ0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0907!SPC IA N     -   0.99995482  x   0.99995804  =   0.99991286
 NJ0907!UTM  15      -   0.99995482  x   0.99998205  =   0.99993687
 NJ0907
 NJ0907                          SUPERSEDED SURVEY CONTROL
 NJ0907
 NJ0907  NAD 83(1996)-  42 22 42.31165(N)    090 51 34.61577(W) AD(       ) 3
 NJ0907  NAD 83(1996)-  42 22 42.33275(N)    090 51 34.61086(W) AD(       ) 3
 NJ0907  NAD 83(1986)-  42 22 42.33240(N)    090 51 34.61075(W) AD(       ) 3
 NJ0907  NAD 27      -  42 22 42.27824(N)    090 51 34.12871(W) AD(       ) 3
 NJ0907  NGVD 29 (07/19/86)  320.26   (m)         1050.7    (f) LEVELING    3  
 NJ0907
 NJ0907.Superseded values are not recommended for survey control.
 NJ0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0907.See file dsdata.txt to determine how the superseded data were derived.
 NJ0907
 NJ0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG7621194012(NAD 83)
 NJ0907_MARKER: DE = TRAVERSE STATION DISK
 NJ0907_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NJ0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0907
 NJ0907  HISTORY     - Date     Condition        Report By
 NJ0907  HISTORY     - 1964     MONUMENTED       USGS
 NJ0907
 NJ0907                          STATION DESCRIPTION
 NJ0907
 NJ0907'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NJ0907'POESTA, ABOUT 5.0 MI S. AND 0.5 MI W. OF.  NEAR N. SIXTEENTH COR.
 NJ0907'BETWEEN SECS. 4 AND 5, T. 87 N., R. 1 E.  52 FT E. AND 34 FT S. OF T -
 NJ0907'RD. E.  2 FT S. OF A POWER POLE.  IN CONCRETE POST.  A STANDARD TABLET
 NJ0907'STAMPED---ET BM 8 GDS 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0816 ***********************************************************************
 NL0816  DESIGNATION -  ET 8 HK
 NL0816  PID         -  NL0816
 NL0816  STATE/COUNTY-  IA/CALHOUN
 NL0816  USGS QUAD   -  KNIERIM (1965)
 NL0816
 NL0816                         *CURRENT SURVEY CONTROL
 NL0816  ___________________________________________________________________
 NL0816* NAD 83(1996)-  42 22 54.79172(N)    094 29 41.28092(W)     ADJUSTED  
 NL0816* NAVD 88     -       359.1    (meters)    1178.     (feet)  VERTCON   
 NL0816  ___________________________________________________________________
 NL0816  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 NL0816  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 NL0816
 NL0816  HORZ ORDER  -  THIRD
 NL0816  VERT ORDER  -  THIRD ? (See Below)
 NL0816
 NL0816.The horizontal coordinates were established by classical geodetic methods
 NL0816.and adjusted by the National Geodetic Survey in May 1999..
 NL0816
 NL0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0816.The vertical order pertains to the NGVD 29 superseded value.
 NL0816
 NL0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0816
 NL0816.The geoid height was determined by GEOID03.
 NL0816
 NL0816;                    North         East     Units Scale Factor Converg.
 NL0816;SPC IA N     - 1,098,438.447 1,418,080.028   MT  0.99995774   -0 40 27.2
 NL0816;UTM  15      - 4,693,260.210   376,945.844   MT  0.99978631   -1 00 27.8
 NL0816
 NL0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0816!SPC IA N     -   0.99994819  x   0.99995774  =   0.99990593
 NL0816!UTM  15      -   0.99994819  x   0.99978631  =   0.99973451
 NL0816
 NL0816:                Primary Azimuth Mark                     Grid Az
 NL0816:SPC IA N     -  TOP OF CUPOLA ROUND GRAINERY             204 02 18.1
 NL0816:UTM  15      -  TOP OF CUPOLA ROUND GRAINERY             204 22 18.7
 NL0816
 NL0816|---------------------------------------------------------------------|
 NL0816| PID    Reference Object                     Distance      Geod. Az  |
 NL0816|                                                           dddmmss.s |
 NL0816| CI7244 TOP OF CUPOLA ROUND GRAINERY                       2032150.9 |
 NL0816|---------------------------------------------------------------------|
 NL0816
 NL0816                          SUPERSEDED SURVEY CONTROL
 NL0816
 NL0816  NAD 83(1996)-  42 22 54.78461(N)    094 29 41.28007(W) AD(       ) 3
 NL0816  NAD 83(1986)-  42 22 54.78262(N)    094 29 41.27766(W) AD(       ) 3
 NL0816  NAD 27      -  42 22 54.85195(N)    094 29 40.36026(W) AD(       ) 3
 NL0816  NGVD 29 (07/19/86)  359.0    (m)         1178.     (f) LEVELING    3  
 NL0816
 NL0816.Superseded values are not recommended for survey control.
 NL0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0816.See file dsdata.txt to determine how the superseded data were derived.
 NL0816
 NL0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG7694693260(NAD 83)
 NL0816_MARKER: DD = SURVEY DISK
 NL0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0816
 NL0816  HISTORY     - Date     Condition        Report By
 NL0816  HISTORY     - 1964     MONUMENTED       USGS
 NL0816
 NL0816                          STATION DESCRIPTION
 NL0816
 NL0816'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NL0816'RINARD, 2.8 MI N. AND 0.5 MI W. OF, ABOUT 1200 FT S. OF COR. SECS. 31,
 NL0816'32, 5 AND 6, TPS. 87 AND 88 N., R. 31 W., 48.4 FT E. OF CENTER OF RD.,
 NL0816'170 FT S. OF DRIVEWAY W. TO FARMHOUSE, 4 FT S. OF POWER POLE AND 2 FT
 NL0816'W. OF RIGHT - OF - WAY FENCE, IN CONCRETE POST.  STANDARD TABLET
 NL0816'STAMPED---ET 8 HK 1964---TOP OF CUPOLA OF ROUND GRANARY
 NL0816'ABOUT 2.0 MI DISTANT--S 23 DEG 22 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0729 ***********************************************************************
 NK0729  DESIGNATION -  ET 8 JA
 NK0729  PID         -  NK0729
 NK0729  STATE/COUNTY-  IA/BOONE
 NK0729  USGS QUAD   -  BOONE EAST (1976)
 NK0729
 NK0729                         *CURRENT SURVEY CONTROL
 NK0729  ___________________________________________________________________
 NK0729* NAD 83(1996)-  42 04 41.99856(N)    093 45 25.24250(W)     ADJUSTED  
 NK0729* NAVD 88     -       324.4    (meters)    1064.     (feet)  VERTCON   
 NK0729  ___________________________________________________________________
 NK0729  LAPLACE CORR-         -10.57  (seconds)                    DEFLEC99
 NK0729  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 NK0729
 NK0729  HORZ ORDER  -  THIRD
 NK0729  VERT ORDER  -  THIRD ? (See Below)
 NK0729
 NK0729.The horizontal coordinates were established by classical geodetic methods
 NK0729.and adjusted by the National Geodetic Survey in May 1999..
 NK0729
 NK0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0729.The vertical order pertains to the NGVD 29 superseded value.
 NK0729
 NK0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0729
 NK0729.The geoid height was determined by GEOID03.
 NK0729
 NK0729;                    North         East     Units Scale Factor Converg.
 NK0729;SPC IA N     - 1,064,271.546 1,478,732.589   MT  0.99999790   -0 10 27.1
 NK0729;UTM  15      - 4,658,750.721   437,382.843   MT  0.99964824   -0 30 26.4
 NK0729
 NK0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0729!SPC IA N     -   0.99995355  x   0.99999790  =   0.99995145
 NK0729!UTM  15      -   0.99995355  x   0.99964824  =   0.99960181
 NK0729
 NK0729:                Primary Azimuth Mark                     Grid Az
 NK0729:SPC IA N     -  RED AND WHITE WATER TANK                 117 47 05.3
 NK0729:UTM  15      -  RED AND WHITE WATER TANK                 118 07 04.6
 NK0729
 NK0729|---------------------------------------------------------------------|
 NK0729| PID    Reference Object                     Distance      Geod. Az  |
 NK0729|                                                           dddmmss.s |
 NK0729| CI7030 RED AND WHITE WATER TANK                           1173638.2 |
 NK0729|---------------------------------------------------------------------|
 NK0729
 NK0729                          SUPERSEDED SURVEY CONTROL
 NK0729
 NK0729  NAD 83(1986)-  42 04 41.98839(N)    093 45 25.26334(W) AD(       ) 3
 NK0729  NAD 27      -  42 04 42.04121(N)    093 45 24.44532(W) AD(       ) 3
 NK0729  NGVD 29 (07/19/86)  324.4    (m)         1064.     (f) LEVELING    3  
 NK0729
 NK0729.Superseded values are not recommended for survey control.
 NK0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0729.See file dsdata.txt to determine how the superseded data were derived.
 NK0729
 NK0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG3738358751(NAD 83)
 NK0729_MARKER: DD = SURVEY DISK
 NK0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0729
 NK0729  HISTORY     - Date     Condition        Report By
 NK0729  HISTORY     - 1964     MONUMENTED       USGS
 NK0729
 NK0729                          STATION DESCRIPTION
 NK0729
 NK0729'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NK0729'LUTHER, 8.0 MI N. AND 3.0 MI E. OF, T. 84 N., R. 25 W., NEAR COR.
 NK0729'SECS. 15, 16, 21 AND 22, 38 FT N. AND 33 FT W. OF CROSSROADS, 5 FT
 NK0729'NNE. OF A POWER LINE POLE, IN A CONCRETE POST.  STANDARD TABLET
 NK0729'STAMPED---ET 8 JA 1964---FLT. 4 1 - 17.  RED AND WHITE
 NK0729'WATER TANK ABOUT 6.0 MI DISTANT--S 62 DEG 23 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0948 ***********************************************************************
 OP0948  DESIGNATION -  ET 8 JS
 OP0948  PID         -  OP0948
 OP0948  STATE/COUNTY-  IA/KOSSUTH
 OP0948  USGS QUAD   -  WILMERT LAKE (1967)
 OP0948
 OP0948                         *CURRENT SURVEY CONTROL
 OP0948  ___________________________________________________________________
 OP0948* NAD 83(1996)-  43 30 01.22870(N)    094 29 51.09872(W)     ADJUSTED  
 OP0948* NAVD 88     -       380.     (meters)    1247.     (feet)  VERTCON   
 OP0948  ___________________________________________________________________
 OP0948  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 OP0948  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 OP0948
 OP0948  HORZ ORDER  -  THIRD
 OP0948
 OP0948.The horizontal coordinates were established by classical geodetic methods
 OP0948.and adjusted by the National Geodetic Survey in May 1999..
 OP0948.No horizontal observational check was made to the station.
 OP0948
 OP0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0948
 OP0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0948
 OP0948.The geoid height was determined by GEOID03.
 OP0948
 OP0948;                    North         East     Units Scale Factor Converg.
 OP0948;SPC IA N     - 1,222,679.958 1,419,321.501   MT  1.00005108   -0 40 33.8
 OP0948;SPC MN S     -   155,718.145   759,759.160   MT  1.00007331   -0 20 55.4
 OP0948;UTM  15      - 4,817,468.498   378,933.339   MT  0.99978029   -1 01 51.5
 OP0948
 OP0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0948!SPC IA N     -   0.99994482  x   1.00005108  =   0.99999590
 OP0948!SPC MN S     -   0.99994482  x   1.00007331  =   1.00001813
 OP0948!UTM  15      -   0.99994482  x   0.99978029  =   0.99972512
 OP0948
 OP0948                          SUPERSEDED SURVEY CONTROL
 OP0948
 OP0948  NAD 83(1996)-  43 30 01.22870(N)    094 29 51.09872(W) AD(       ) 3
 OP0948  NAD 83(1986)-  43 30 01.22126(N)    094 29 51.10263(W) AD(       ) 3
 OP0948  NAD 27      -  43 30 01.38181(N)    094 29 50.19349(W) AD(       ) 3
 OP0948  NGVD 29 (07/19/86)  380.     (m)         1247.     (f) VERT ANG       
 OP0948
 OP0948.Superseded values are not recommended for survey control.
 OP0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0948.See file dsdata.txt to determine how the superseded data were derived.
 OP0948
 OP0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ7893317468(NAD 83)
 OP0948_MARKER: DE = TRAVERSE STATION DISK
 OP0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0948_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0948+STABILITY: SURFACE MOTION
 OP0948
 OP0948  HISTORY     - Date     Condition        Report By
 OP0948  HISTORY     - 1965     MONUMENTED       USGS
 OP0948
 OP0948                          STATION DESCRIPTION
 OP0948
 OP0948'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OP0948'FAIRMONT, ABOUT 10.5 MI S. AND 2.0 MI W. OF, 0.25 MI W. OF T - RD. N.
 OP0948'AND S. COR. OF SECS. 31 AND 36, T. 101 N., RS. 30 AND 31 W., 42 FT S.
 OP0948'OF CENTER E. - W. GRAVEL RD. ALONG MINNESOTA - IOWA BOUNDARY.  32 FT
 OP0948'W. OF CENTER OF RD. AT FENCE N., 14 FT S. OF FENCE COR. AND 1 FT W. OF
 OP0948'FENCE S., IN CONCRETE POST PROJECTING ABOUT 5 IN., A STANDARD TABLET
 OP0948'STAMPED---ET 8 JS 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1227 ***********************************************************************
 LF1227  DESIGNATION -  ET 8 JWO
 LF1227  PID         -  LF1227
 LF1227  STATE/COUNTY-  IA/RINGGOLD
 LF1227  USGS QUAD   -  ARISPE (1981)
 LF1227
 LF1227                         *CURRENT SURVEY CONTROL
 LF1227  ___________________________________________________________________
 LF1227* NAD 83(1996)-  40 52 34.85444(N)    094 14 33.09701(W)     ADJUSTED  
 LF1227* NAVD 88     -       384.8    (meters)    1262.     (feet)  VERTCON   
 LF1227  ___________________________________________________________________
 LF1227  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 LF1227  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 LF1227
 LF1227  HORZ ORDER  -  THIRD
 LF1227
 LF1227.The horizontal coordinates were established by classical geodetic methods
 LF1227.and adjusted by the National Geodetic Survey in May 1999..
 LF1227
 LF1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1227
 LF1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1227
 LF1227.The geoid height was determined by GEOID03.
 LF1227
 LF1227;                    North         East     Units Scale Factor Converg.
 LF1227;SPC IA S     -    97,584.021   437,413.745   MT  0.99996432   -0 29 20.8
 LF1227;UTM  15      - 4,525,773.695   395,305.339   MT  0.99973491   -0 48 47.6
 LF1227
 LF1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1227!SPC IA S     -   0.99994450  x   0.99996432  =   0.99990883
 LF1227!UTM  15      -   0.99994450  x   0.99973491  =   0.99967943
 LF1227
 LF1227:                Primary Azimuth Mark                     Grid Az
 LF1227:SPC IA S     -  MICROWAVE TWR KAO 53 E ARISPE            050 02 28.7
 LF1227:UTM  15      -  MICROWAVE TWR KAO 53 E ARISPE            050 21 55.5
 LF1227
 LF1227|---------------------------------------------------------------------|
 LF1227| PID    Reference Object                     Distance      Geod. Az  |
 LF1227|                                                           dddmmss.s |
 LF1227| LF1223 MICROWAVE TWR KAO 53 E ARISPE       APPROX. 9.7 KM 0493307.9 |
 LF1227|---------------------------------------------------------------------|
 LF1227
 LF1227                          SUPERSEDED SURVEY CONTROL
 LF1227
 LF1227  NAD 83(1986)-  40 52 34.85415(N)    094 14 33.11453(W) AD(       ) 3
 LF1227  NAD 27      -  40 52 34.88555(N)    094 14 32.27618(W) AD(       ) 3
 LF1227  NGVD 29 (07/19/86)  384.7    (m)         1262.     (f) VERT ANG       
 LF1227
 LF1227.Superseded values are not recommended for survey control.
 LF1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1227.See file dsdata.txt to determine how the superseded data were derived.
 LF1227
 LF1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF9530525774(NAD 83)
 LF1227_MARKER: DE = TRAVERSE STATION DISK
 LF1227_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1227+WITH SETTING: INFORMATION.
 LF1227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1227+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 LF1227
 LF1227  HISTORY     - Date     Condition        Report By
 LF1227  HISTORY     - 1975     MONUMENTED       USGS
 LF1227  HISTORY     - 20060902 GOOD             GEOCAC
 LF1227
 LF1227                          STATION DESCRIPTION
 LF1227
 LF1227'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1227'TINGLEY, 2.5 MI W. AND 1.5 MI N. OF, AT THE QUARTER COR. BETWEEN SECS.
 LF1227'7, 12, T. 70 N., R. 29 W., R. 30 W., 22.5 FT N. AND 16 FT W. OF T -
 LF1227'RD. W., 9.8 FT S. AND 18.8 FT E. OF RIGHT - OF - WAY FENCE CORNER AND
 LF1227'WITNESS SIGN, A STANDARD TABLET WELDED ON 10 FT OF COPPER WELD ROD,
 LF1227'PROTECTED BY A 5 - IN. DRAIN TILE SET 0.2 FT BELOW THE GROUND AND
 LF1227'STAMPED---ET 8 JWO 1975--- MICRO WAVE TOWER NE--N 49 DEG 33 MIN E.
 LF1227'CLEARFIELD MWT SW--S 66 DEG 42 MIN W.
 LF1227
 LF1227                          STATION RECOVERY (2006)
 LF1227
 LF1227'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LF1227'IN WIDE SHOULDER OF ROAD AT INTERSECTION OF 220 AVE AND 115 ST, 1/2 FT
 LF1227'BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0713 ***********************************************************************
 MH0713  DESIGNATION -  ET 9 DB
 MH0713  PID         -  MH0713
 MH0713  STATE/COUNTY-  IA/MARION
 MH0713  USGS QUAD   -  MELCHER (1982)
 MH0713
 MH0713                         *CURRENT SURVEY CONTROL
 MH0713  ___________________________________________________________________
 MH0713* NAD 83(1996)-  41 14 51.56386(N)    093 14 16.83661(W)     ADJUSTED  
 MH0713* NAVD 88     -       284.30   (+/-2cm)     932.7    (feet)  VERTCON   
 MH0713  ___________________________________________________________________
 MH0713  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 MH0713  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 MH0713
 MH0713  HORZ ORDER  -  THIRD
 MH0713  VERT ORDER  -  THIRD ? (See Below)
 MH0713
 MH0713.The horizontal coordinates were established by classical geodetic methods
 MH0713.and adjusted by the National Geodetic Survey in May 1999..
 MH0713.No horizontal observational check was made to the station.
 MH0713
 MH0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0713.The vertical order pertains to the NGVD 29 superseded value.
 MH0713
 MH0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0713
 MH0713.The geoid height was determined by GEOID03.
 MH0713
 MH0713;                    North         East     Units Scale Factor Converg.
 MH0713;SPC IA S     -   138,583.689   521,958.690   MT  0.99994870   +0 10 21.3
 MH0713;UTM  15      - 4,566,277.199   480,058.085   MT  0.99960489   -0 09 24.9
 MH0713
 MH0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0713!SPC IA S     -   0.99996038  x   0.99994870  =   0.99990908
 MH0713!UTM  15      -   0.99996038  x   0.99960489  =   0.99956528
 MH0713
 MH0713                          SUPERSEDED SURVEY CONTROL
 MH0713
 MH0713  NAD 83(1986)-  41 14 51.57265(N)    093 14 16.83884(W) AD(       ) 3
 MH0713  NGVD 29 (05/22/90)  284.26   (m)          932.6    (f) LEVELING    3  
 MH0713
 MH0713.Superseded values are not recommended for survey control.
 MH0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0713.See file dsdata.txt to determine how the superseded data were derived.
 MH0713
 MH0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF8005866277(NAD 83)
 MH0713_MARKER: DE = TRAVERSE STATION DISK
 MH0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0713_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0713+STABILITY: SURFACE MOTION
 MH0713
 MH0713  HISTORY     - Date     Condition        Report By
 MH0713  HISTORY     - 1964     MONUMENTED       USGS
 MH0713
 MH0713                          STATION DESCRIPTION
 MH0713
 MH0713'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0713'DALLAS, 1.0 MI N. AND 0.2 MI E. OF, T. 74 N., R. 21 W., NEAR
 MH0713'CENTER N. EDGE OF NW1/4 NE1/4 SEC. 2, 89 FT S. OF CENTER
 MH0713'HWY. 181 AT CURVE, 122 FT E. OF T-FENCE S., 2 FT N. OF NW.
 MH0713'CORNER OF A SMALL LIVESTOCK PEN AND LOADING CHUTE, IN A
 MH0713'CONCRETE POST, STANDARD TABLET STAMPED---ET 9 DB 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0727 ***********************************************************************
 NJ0727  DESIGNATION -  ET 9 GT
 NJ0727  PID         -  NJ0727
 NJ0727  STATE/COUNTY-  IA/DELAWARE
 NJ0727  USGS QUAD   -  GREELEY (1965)
 NJ0727
 NJ0727                         *CURRENT SURVEY CONTROL
 NJ0727  ___________________________________________________________________
 NJ0727* NAD 83(1996)-  42 30 11.40822(N)    091 15 10.47686(W)     ADJUSTED  
 NJ0727* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 NJ0727  ___________________________________________________________________
 NJ0727  LAPLACE CORR-          -7.57  (seconds)                    DEFLEC99
 NJ0727  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 NJ0727
 NJ0727  HORZ ORDER  -  THIRD
 NJ0727
 NJ0727.The horizontal coordinates were established by classical geodetic methods
 NJ0727.and adjusted by the National Geodetic Survey in May 1999..
 NJ0727
 NJ0727.The orthometric height was scaled from a topographic map.
 NJ0727
 NJ0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0727
 NJ0727.The geoid height was determined by GEOID03.
 NJ0727
 NJ0727;                    North         East     Units Scale Factor Converg.
 NJ0727;SPC IA N     - 1,113,882.528 1,684,668.150   MT  0.99994947   +1 31 22.6
 NJ0727;UTM  15      - 4,707,123.842   643,546.337   MT  0.99985352   +1 10 50.1
 NJ0727
 NJ0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0727!SPC IA N     -   0.99995724  x   0.99994947  =   0.99990671
 NJ0727!UTM  15      -   0.99995724  x   0.99985352  =   0.99981077
 NJ0727
 NJ0727:                Primary Azimuth Mark                     Grid Az
 NJ0727:SPC IA N     -  PETERSBURG ST PET PAUL CATH CH           027 35 30.5
 NJ0727:UTM  15      -  PETERSBURG ST PET PAUL CATH CH           027 56 03.0
 NJ0727
 NJ0727|---------------------------------------------------------------------|
 NJ0727| PID    Reference Object                     Distance      Geod. Az  |
 NJ0727|                                                           dddmmss.s |
 NJ0727| NJ0718 PETERSBURG ST PET PAUL CATH CH      APPROX. 6.6 KM 0290653.1 |
 NJ0727| NJ0722 STA 15 CH 1287                      APPROX. 3.3 KM 0941838.7 |
 NJ0727|---------------------------------------------------------------------|
 NJ0727
 NJ0727                          SUPERSEDED SURVEY CONTROL
 NJ0727
 NJ0727  NAD 83(1996)-  42 30 11.40802(N)    091 15 10.47598(W) AD(       ) 3
 NJ0727  NAD 83(1996)-  42 30 11.41092(N)    091 15 10.43914(W) AD(       ) 3
 NJ0727  NAD 83(1986)-  42 30 11.41093(N)    091 15 10.43913(W) AD(       ) 3
 NJ0727  NAD 27      -  42 30 11.41921(N)    091 15 10.08930(W) AD(       ) 3
 NJ0727
 NJ0727.Superseded values are not recommended for survey control.
 NJ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0727.See file dsdata.txt to determine how the superseded data were derived.
 NJ0727
 NJ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4354607124(NAD 83)
 NJ0727_MARKER: DE = TRAVERSE STATION DISK
 NJ0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0727_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NJ0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0727+STABILITY: SURFACE MOTION
 NJ0727
 NJ0727  HISTORY     - Date     Condition        Report By
 NJ0727  HISTORY     - 1960     MONUMENTED       USGS
 NJ0727
 NJ0727                          STATION DESCRIPTION
 NJ0727
 NJ0727'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 NJ0727'PETERSBURG, 3.5 MI S. AND 2.0 MI W. OF.  T. 89 N., R. 4 W., 0.25 MI N.
 NJ0727'OF SE. COR. OF SEC. 24.  226 FT S. AND 33 FT W. OF T - RD. S.  IN
 NJ0727'CONCRETE POST.  A STANDARD TABLET STAMPED---ET 9 GT 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0797 ***********************************************************************
 NL0797  DESIGNATION -  ET 9 HK
 NL0797  PID         -  NL0797
 NL0797  STATE/COUNTY-  IA/WEBSTER
 NL0797  USGS QUAD   -  MOORLAND (1965)
 NL0797
 NL0797                         *CURRENT SURVEY CONTROL
 NL0797  ___________________________________________________________________
 NL0797* NAD 83(1996)-  42 23 00.84847(N)    094 21 29.44224(W)     ADJUSTED  
 NL0797* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 NL0797  ___________________________________________________________________
 NL0797  LAPLACE CORR-           9.08  (seconds)                    DEFLEC99
 NL0797  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 NL0797
 NL0797  HORZ ORDER  -  THIRD
 NL0797
 NL0797.The horizontal coordinates were established by classical geodetic methods
 NL0797.and adjusted by the National Geodetic Survey in May 1999..
 NL0797
 NL0797.The orthometric height was scaled from a topographic map.
 NL0797
 NL0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0797
 NL0797.The geoid height was determined by GEOID03.
 NL0797
 NL0797;                    North         East     Units Scale Factor Converg.
 NL0797;SPC IA N     - 1,098,502.016 1,429,332.066   MT  0.99995760   -0 34 53.9
 NL0797;UTM  15      - 4,693,258.234   388,195.948   MT  0.99975380   -0 54 56.3
 NL0797
 NL0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0797!SPC IA N     -   0.99994890  x   0.99995760  =   0.99990650
 NL0797!UTM  15      -   0.99994890  x   0.99975380  =   0.99970271
 NL0797
 NL0797:                Primary Azimuth Mark                     Grid Az
 NL0797:SPC IA N     -  FT DODGE KQTV TOWER                      048 07 11.1
 NL0797:UTM  15      -  FT DODGE KQTV TOWER                      048 27 13.5
 NL0797
 NL0797|---------------------------------------------------------------------|
 NL0797| PID    Reference Object                     Distance      Geod. Az  |
 NL0797|                                                           dddmmss.s |
 NL0797| CI5834 FT DODGE KQTV TOWER                                0473217.2 |
 NL0797|---------------------------------------------------------------------|
 NL0797
 NL0797                          SUPERSEDED SURVEY CONTROL
 NL0797
 NL0797  NAD 83(1996)-  42 23 00.84303(N)    094 21 29.44168(W) AD(       ) 3
 NL0797  NAD 83(1986)-  42 23 00.83956(N)    094 21 29.43841(W) AD(       ) 3
 NL0797  NAD 27      -  42 23 00.92425(N)    094 21 28.53515(W) AD(       ) 3
 NL0797
 NL0797.Superseded values are not recommended for survey control.
 NL0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0797.See file dsdata.txt to determine how the superseded data were derived.
 NL0797
 NL0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG8819693258(NAD 83)
 NL0797_MARKER: DD = SURVEY DISK
 NL0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0797
 NL0797  HISTORY     - Date     Condition        Report By
 NL0797  HISTORY     - 1964     MONUMENTED       USGS
 NL0797
 NL0797                          STATION DESCRIPTION
 NL0797
 NL0797'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NL0797'CALLENDER, 3.5 MI W. AND 1.5 MI N. OF, AT COR. SECS. 32, 33, 4 AND 5,
 NL0797'TPS. 87 AND 88 N., R. 30 W., 35 FT S. AND 152 FT E. OF T - RD. N.  3
 NL0797'FT NE. OF POWER POLE, IN CONCRETE POST.  STANDARD TABLET STAMPED---ET
 NL0797'9 HK 1964---KQTV TOWER IN FT. DODGE, ABOUT 10.5 MI DISTANT
 NL0797'--N 47 DEG 32 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0688 ***********************************************************************
 MH0688  CBN         -  This is a Cooperative Base Network Control Station.
 MH0688  DESIGNATION -  ET 9 JA
 MH0688  PID         -  MH0688
 MH0688  STATE/COUNTY-  IA/BOONE
 MH0688  USGS QUAD   -  LUTHER (1976)
 MH0688
 MH0688                         *CURRENT SURVEY CONTROL
 MH0688  ___________________________________________________________________
 MH0688* NAD 83(1996)-  41 59 39.87917(N)    093 45 25.34099(W)     ADJUSTED  
 MH0688* NAVD 88     -       323.1    (meters)    1060.     (feet)  GPS OBS   
 MH0688  ___________________________________________________________________
 MH0688  X           -    -311,092.083 (meters)                     COMP
 MH0688  Y           -  -4,737,429.795 (meters)                     COMP
 MH0688  Z           -   4,245,339.334 (meters)                     COMP
 MH0688  LAPLACE CORR-         -10.87  (seconds)                    DEFLEC99
 MH0688  ELLIP HEIGHT-         294.24  (meters)          (06/15/04) GPS OBS
 MH0688  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 MH0688
 MH0688  HORZ ORDER  -  B
 MH0688  ELLP ORDER  -  FOURTH    CLASS I
 MH0688
 MH0688.The horizontal coordinates were established by GPS observations
 MH0688.and adjusted by the National Geodetic Survey in August 1997..
 MH0688
 MH0688.The orthometric height was determined by GPS observations and a
 MH0688.high-resolution geoid model.
 MH0688
 MH0688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0688
 MH0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0688
 MH0688.The ellipsoidal height was determined by GPS observations
 MH0688.and is referenced to NAD 83.
 MH0688
 MH0688.The geoid height was determined by GEOID03.
 MH0688
 MH0688;                    North         East     Units Scale Factor Converg.
 MH0688;SPC IA N     - 1,054,949.986 1,478,701.983   MT  1.00001390   -0 10 27.1
 MH0688;UTM  15      - 4,649,432.827   437,298.136   MT  0.99964838   -0 30 23.5
 MH0688
 MH0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0688!SPC IA N     -   0.99995385  x   1.00001390  =   0.99996775
 MH0688!UTM  15      -   0.99995385  x   0.99964838  =   0.99960225
 MH0688
 MH0688:                Primary Azimuth Mark                     Grid Az
 MH0688:SPC IA N     -  TV TOWER ABOUT 3 MI ESE                  092 16 37.0
 MH0688:UTM  15      -  TV TOWER ABOUT 3 MI ESE                  092 36 33.4
 MH0688
 MH0688|---------------------------------------------------------------------|
 MH0688| PID    Reference Object                     Distance      Geod. Az  |
 MH0688|                                                           dddmmss.s |
 MH0688| CL9997 TV TOWER ABOUT 3 MI ESE                            0920609.9 |
 MH0688|---------------------------------------------------------------------|
 MH0688
 MH0688                          SUPERSEDED SURVEY CONTROL
 MH0688
 MH0688  ELLIP H (08/25/97)  294.28   (m)                       GP(       ) 4 1
 MH0688  NAD 83(1986)-  41 59 39.87947(N)    093 45 25.36152(W) AD(       ) 3
 MH0688  NAD 27      -  41 59 39.92910(N)    093 45 24.55444(W) AD(       ) 3
 MH0688  NGVD 29 (07/19/86)  320.6    (m)         1052.     (f) VERT ANG       
 MH0688
 MH0688.Superseded values are not recommended for survey control.
 MH0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0688.See file dsdata.txt to determine how the superseded data were derived.
 MH0688
 MH0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG3729849433(NAD 83)
 MH0688_MARKER: DB = BENCH MARK DISK
 MH0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0688_STAMPING: ET 9 JA 1964
 MH0688_MARK LOGO: USGS  
 MH0688_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0688+STABILITY: SURFACE MOTION
 MH0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0688+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1996
 MH0688
 MH0688  HISTORY     - Date     Condition        Report By
 MH0688  HISTORY     - 1964     MONUMENTED       USGS
 MH0688  HISTORY     - 19960919 GOOD             IADT
 MH0688
 MH0688                          STATION DESCRIPTION
 MH0688
 MH0688'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0688'LUTHER, 2.0 MI N. AND 3.0 MI E. OF, T. 83 N., R. 25 W., NEAR THE COR.
 MH0688'SECS. 15, 16, 21 AND 22.  38 FT N. AND 31 FT W. OF CROSSROADS, 5 FT
 MH0688'ENE. OF A TELEPHONE POLE, IN A CONCRETE POST.  STANDARD TABLET STAMPED
 MH0688'---ET 9 JA 1964---FLT. 4 1 - 22.  TV TOWER ABOUT 3.0 MI
 MH0688'DISTANT--S 87 DEG 54 MIN E.
 MH0688
 MH0688                          STATION RECOVERY (1996)
 MH0688
 MH0688'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 MH0688'RECOVERED IN 1996 BY IOWA DOT.  TO REACH THE STATION FROM THE
 MH0688'INTERSECTION OF U.S.  HWY 30 AND IOWA HWY 17 (SOUTH) , GO EAST ON HWY
 MH0688'30 FOR 3.4 MI (5.5 KM) TO A GRAVEL CROSSROAD (V AVENUE) .  TURN RIGHT
 MH0688'AND GO SOUTH ON V AVENUE FOR 2.0 MI (3.2 KM) TO A GRAVEL CROSSROAD
 MH0688'(250TH STREET) AND THE STATION IN THE NORTHWEST QUAD.  OF THE
 MH0688'INTERSECTION.  LOCATED 38 FT (11.6 M) NORTH OF THE CENTER OF A
 MH0688'GRAVELED 250TH ST., 31 FT (9.4 M) WEST OF GRAVELLED V AVE., 11.8FT
 MH0688'NORTH OF A CONCRETE CULVERT, 9.6 FT (2.9 M) SW OF A METAL CULVERT, 1
 MH0688'FT (0.3 M) SOUTH OF A STREET SIGN POST, 0.9 M (3.0 FT) SOUTH OF A PINK
 MH0688'STATE HARN SURVEY SIGN, AND ABOUT 2 FT (0.6 M) LOWER THAN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1234 ***********************************************************************
 LF1234  DESIGNATION -  ET 9 JWO
 LF1234  PID         -  LF1234
 LF1234  STATE/COUNTY-  IA/RINGGOLD
 LF1234  USGS QUAD   -  MOUNT AYR (1981)
 LF1234
 LF1234                         *CURRENT SURVEY CONTROL
 LF1234  ___________________________________________________________________
 LF1234* NAD 83(1996)-  40 43 46.94966(N)    094 14 35.11513(W)     ADJUSTED  
 LF1234* NAVD 88     -       368.2    (meters)    1208.     (feet)  VERTCON   
 LF1234  ___________________________________________________________________
 LF1234  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 LF1234  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 LF1234
 LF1234  HORZ ORDER  -  THIRD
 LF1234
 LF1234.The horizontal coordinates were established by classical geodetic methods
 LF1234.and adjusted by the National Geodetic Survey in May 1999..
 LF1234
 LF1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1234
 LF1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1234
 LF1234.The geoid height was determined by GEOID03.
 LF1234
 LF1234;                    North         East     Units Scale Factor Converg.
 LF1234;SPC IA S     -    81,301.054   437,227.384   MT  0.99998197   -0 29 22.1
 LF1234;UTM  15      - 4,509,495.901   395,027.279   MT  0.99973563   -0 48 40.2
 LF1234
 LF1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1234!SPC IA S     -   0.99994714  x   0.99998197  =   0.99992911
 LF1234!UTM  15      -   0.99994714  x   0.99973563  =   0.99968278
 LF1234
 LF1234:                Primary Azimuth Mark                     Grid Az
 LF1234:SPC IA S     -  STA 180 CH 3315                          180 38 44.6
 LF1234:UTM  15      -  STA 180 CH 3315                          180 58 02.7
 LF1234
 LF1234|---------------------------------------------------------------------|
 LF1234| PID    Reference Object                     Distance      Geod. Az  |
 LF1234|                                                           dddmmss.s |
 LF1234| LF1235 STA 180 CH 3315                     APPROX. 1.7 KM 1800922.5 |
 LF1234|---------------------------------------------------------------------|
 LF1234
 LF1234                          SUPERSEDED SURVEY CONTROL
 LF1234
 LF1234  NAD 83(1986)-  40 43 46.94946(N)    094 14 35.12707(W) AD(       ) 3
 LF1234  NAD 27      -  40 43 46.97484(N)    094 14 34.27553(W) AD(       ) 3
 LF1234  NGVD 29 (07/19/86)  368.1    (m)         1208.     (f) VERT ANG       
 LF1234
 LF1234.Superseded values are not recommended for survey control.
 LF1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1234.See file dsdata.txt to determine how the superseded data were derived.
 LF1234
 LF1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF9502709496(NAD 83)
 LF1234_MARKER: DE = TRAVERSE STATION DISK
 LF1234_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1234+WITH SETTING: INFORMATION.
 LF1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1234
 LF1234  HISTORY     - Date     Condition        Report By
 LF1234  HISTORY     - 1975     MONUMENTED       USGS
 LF1234
 LF1234                          STATION DESCRIPTION
 LF1234
 LF1234'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1234'MOUNTY AYR, 0.5 MI W. AND 1.3 MI N. OF, 0.3 MI N. OF THE COR. OF SECS.
 LF1234'36, 31, 1 AND 6, T. 68 AND 69 N., RS. 29 AND 30 W., 59.5 FT N. AND
 LF1234'29.8 FT E. OF T - RD. NE., 15 FT S. AND 19 FT W. OF FENCE CORNER AND
 LF1234'WITNESS SIGN, 60 FT S. AND 51 FT W. OF NW. CORNER OF SMALL BUILDING,
 LF1234'A STNADARD TABLET WELDED ON 10 FT OF COPPER - WELD ROD, PROTECTED BY A
 LF1234'5 - IN. DRAIN TILE, SET 0.2 BELOW THE GROUND AND STAMPED---ET 9 JWO
 LF1234'1975--- MT. AYR MWT ABOUT 2 MI SSE.--S 26 DEG 11 MIN E.
 LF1234'RADIO MAST ABOUT 2 MI SSE.--S 14 DEG 45 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0793 ***********************************************************************
 OP0793  DESIGNATION -  EVERLY CORN BELT PWR COOP MAST
 OP0793  PID         -  OP0793
 OP0793  STATE/COUNTY-  IA/CLAY
 OP0793  USGS QUAD   -  EVERLY (1970)
 OP0793
 OP0793                         *CURRENT SURVEY CONTROL
 OP0793  ___________________________________________________________________
 OP0793* NAD 83(1996)-  43 09 33.34174(N)    095 15 19.59440(W)     ADJUSTED  
 OP0793* NAVD 88     -       514.     (meters)    1686.     (feet)  VERTCON   
 OP0793  ___________________________________________________________________
 OP0793  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 OP0793  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 OP0793
 OP0793  HORZ ORDER  -  THIRD
 OP0793
 OP0793.The horizontal coordinates were established by classical geodetic methods
 OP0793.and adjusted by the National Geodetic Survey in May 1999..
 OP0793
 OP0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0793
 OP0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0793
 OP0793.The geoid height was determined by GEOID03.
 OP0793
 OP0793;                    North         East     Units Scale Factor Converg.
 OP0793;SPC IA N     - 1,185,792.003 1,357,242.548   MT  0.99998214   -1 11 23.1
 OP0793;UTM  15      - 4,780,970.144   316,634.967   MT  1.00001363   -1 32 35.6
 OP0793
 OP0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0793!SPC IA N     -   0.99992383  x   0.99998214  =   0.99990597
 OP0793!UTM  15      -   0.99992383  x   1.00001363  =   0.99993745
 OP0793
 OP0793                          SUPERSEDED SURVEY CONTROL
 OP0793
 OP0793  NAD 83(1996)-  43 09 33.34174(N)    095 15 19.59440(W) AD(       ) 4
 OP0793  NAD 83(1986)-  43 09 33.33928(N)    095 15 19.58525(W) AD(       ) 4
 OP0793  NAD 27      -  43 09 33.45253(N)    095 15 18.57579(W) AD(       ) 3
 OP0793  NGVD 29 (07/19/86)  514.     (m)         1686.     (f) VERT ANG       
 OP0793
 OP0793.Superseded values are not recommended for survey control.
 OP0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0793.See file dsdata.txt to determine how the superseded data were derived.
 OP0793
 OP0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1663580970(NAD 83)
 OP0793_MARKER: 42 = RADIO/TV MAST
 OP0793
 OP0793  HISTORY     - Date     Condition        Report By
 OP0793  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP0793
 OP0793                          STATION DESCRIPTION
 OP0793
 OP0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0793'THE EVERLY CORN BELT POWER COOPERATIVE KAN 696 MAST IS LOCATED
 OP0793'ABOUT 6 MILES WEST OF SPENCER, 4 MILES EAST OF EVERLY AND 1.5
 OP0793'MILES SOUTH OF U.S. HIGHWAY 18.
 OP0793'
 OP0793'THE STATION IS THE RED LIGHT ATOP THE 375 FEET HIGH STRUCTUAL
 OP0793'STEEL MAST WHICH IS PAINTED ALTERNATELY RED AND WHITE.
 OP0793'
 OP0793'TO REACH THE MAST FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND 18,
 OP0793'ABOUT 3 MILES NORTH OF SPENCER, GO WEST ON U.S. HIGHWAY 18
 OP0793'FOR 5 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH ON A
 OP0793'GRAVELED ROAD FOR 1.0 MILE TO A T-ROAD.  TURN RIGHT AND GO WEST
 OP0793'ON A GRAVELED ROAD FOR 0.35 MILE TO A SIDE ROAD LEFT, TURN LEFT
 OP0793'AND GO SOUTH ON A GRAVELED ROAD FOR 0.6 MILE TO THE MAST ON THE
 OP0793'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0794 ***********************************************************************
 OP0794  DESIGNATION -  EVERLY MUN TANK
 OP0794  PID         -  OP0794
 OP0794  STATE/COUNTY-  IA/CLAY
 OP0794  USGS QUAD   -  EVERLY (1970)
 OP0794
 OP0794                         *CURRENT SURVEY CONTROL
 OP0794  ___________________________________________________________________
 OP0794* NAD 83(1996)-  43 09 44.23825(N)    095 19 42.61794(W)     ADJUSTED  
 OP0794* NAVD 88     -       466.     (meters)    1529.     (feet)  VERTCON   
 OP0794  ___________________________________________________________________
 OP0794  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 OP0794  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 OP0794
 OP0794  HORZ ORDER  -  THIRD
 OP0794
 OP0794.The horizontal coordinates were established by classical geodetic methods
 OP0794.and adjusted by the National Geodetic Survey in May 1999..
 OP0794
 OP0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0794
 OP0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0794
 OP0794.The geoid height was determined by GEOID03.
 OP0794
 OP0794;                    North         East     Units Scale Factor Converg.
 OP0794;SPC IA N     - 1,186,254.128 1,351,309.118   MT  0.99998260   -1 14 21.3
 OP0794;UTM  15      - 4,781,468.919   310,704.238   MT  1.00004082   -1 35 36.0
 OP0794
 OP0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0794!SPC IA N     -   0.99993133  x   0.99998260  =   0.99991393
 OP0794!UTM  15      -   0.99993133  x   1.00004082  =   0.99997214
 OP0794
 OP0794                          SUPERSEDED SURVEY CONTROL
 OP0794
 OP0794  NAD 83(1996)-  43 09 44.23826(N)    095 19 42.61795(W) AD(       ) 4
 OP0794  NAD 83(1986)-  43 09 44.23609(N)    095 19 42.60864(W) AD(       ) 4
 OP0794  NAD 27      -  43 09 44.33739(N)    095 19 41.59183(W) AD(       ) 3
 OP0794  NGVD 29 (07/19/86)  466.     (m)         1529.     (f) VERT ANG       
 OP0794
 OP0794.Superseded values are not recommended for survey control.
 OP0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0794.See file dsdata.txt to determine how the superseded data were derived.
 OP0794
 OP0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1070481469(NAD 83)
 OP0794_MARKER: 53 = ELEVATED TANK
 OP0794
 OP0794  HISTORY     - Date     Condition        Report By
 OP0794  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP0794
 OP0794                          STATION DESCRIPTION
 OP0794
 OP0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0794'THE EVERLY MUNICIPAL WATER TANK IS LOCATED IN THE NORTHWEST
 OP0794'SECTION OF EVERLY, AND IN THE NORTHEAST ANGLE OF THE INTERSECTION
 OP0794'OF FIFTH STREET AND OCHEYDAN STREET.
 OP0794'
 OP0794'THE TANK IS SILVER, WITH A CONICAL ROOF PAINTED RED, HEMISPHERICAL
 OP0794'BOTTOM, AND SUPPORTED BY FOUR CHANNEL-LACED STEEL LEGS INTERLACED
 OP0794'WITH STEEL RODS, WITH A BALL AT THE APEX OF THE ROOF AND A
 OP0794'WHITE LIGHT ATOP THE BALL.  THE OVERALL HEIGHT BEING 135 FEET.
 OP0794'
 OP0794'THE NAME EVERLY IS PAINTED ON THE NORTH AND SOUTH SIDES OF THE
 OP0794'TANK IN BLACK LETTERS.
 OP0794'
 OP0794'THE POINT INTERSECTED WAS THE WHITE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0794 ***********************************************************************
 LD0794  DESIGNATION -  EXCELSIOR
 LD0794  PID         -  LD0794
 LD0794  STATE/COUNTY-  IA/DES MOINES
 LD0794  USGS QUAD   -  SPERRY (1964)
 LD0794
 LD0794                         *CURRENT SURVEY CONTROL
 LD0794  ___________________________________________________________________
 LD0794* NAD 83(1996)-  40 52 37.90743(N)    091 10 11.60107(W)     ADJUSTED  
 LD0794* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 LD0794  ___________________________________________________________________
 LD0794  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 LD0794  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LD0794
 LD0794  HORZ ORDER  -  FIRST
 LD0794
 LD0794.The horizontal coordinates were established by classical geodetic methods
 LD0794.and adjusted by the National Geodetic Survey in May 1999..
 LD0794
 LD0794.The orthometric height was scaled from a topographic map.
 LD0794
 LD0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0794
 LD0794.The geoid height was determined by GEOID03.
 LD0794
 LD0794;                    North         East     Units Scale Factor Converg.
 LD0794;SPC IA S     -   100,041.507   696,377.205   MT  0.99996424   +1 32 05.4
 LD0794;SPC IL W     -   467,873.168   615,441.566   MT  1.00002915   -0 39 23.7
 LD0794;SPC IL W     - 1,535,013.89  2,019,161.20   sFT  1.00002915   -0 39 23.7
 LD0794;UTM  15      - 4,526,736.876   654,204.253   MT  0.99989268   +1 11 52.6
 LD0794
 LD0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0794!SPC IA S     -   0.99997195  x   0.99996424  =   0.99993619
 LD0794!SPC IL W     -   0.99997195  x   1.00002915  =   1.00000110
 LD0794!UTM  15      -   0.99997195  x   0.99989268  =   0.99986463
 LD0794
 LD0794|---------------------------------------------------------------------|
 LD0794| PID    Reference Object                     Distance      Geod. Az  |
 LD0794|                                                           dddmmss.s |
 LD0794| CL8479 EXCELSIOR RM 1                       30.453 METERS 05843     |
 LD0794| CL8480 EXCELSIOR RM 2                       37.972 METERS 14808     |
 LD0794| CL8478 EXCELSIOR AZ MK                                    2732032.9 |
 LD0794|---------------------------------------------------------------------|
 LD0794
 LD0794                          SUPERSEDED SURVEY CONTROL
 LD0794
 LD0794  NAD 83(1986)-  40 52 37.91193(N)    091 10 11.60449(W) AD(       ) 1
 LD0794  NAD 27      -  40 52 37.77630(N)    091 10 11.07700(W) AD(       ) 1
 LD0794
 LD0794.Superseded values are not recommended for survey control.
 LD0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0794.See file dsdata.txt to determine how the superseded data were derived.
 LD0794
 LD0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5420426737(NAD 83)
 LD0794_MARKER: DS = TRIANGULATION STATION DISK
 LD0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0794
 LD0794  HISTORY     - Date     Condition        Report By
 LD0794  HISTORY     - 1955     MONUMENTED       CGS
 LD0794  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LD0794
 LD0794                          STATION DESCRIPTION
 LD0794
 LD0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0794'THE STATION IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY 61
 LD0794'AT A CURVE WHERE THE HIGHWAY CHANGES FROM NORTHWEST TO NORTH.
 LD0794'IT IS ABOUT 5 MILES AIRLINE NORTHWEST OF BURLINGTON AND ABOUT
 LD0794'8 MILES AIRLINE EAST-NORTHEAST OF DANVILLE.
 LD0794'
 LD0794'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND 61 IN
 LD0794'BURLINGTON, GO NORTHWEST ON U.S. HIGHWAY 61 FOR 6.0 MILES TO
 LD0794'THE STATION ON THE LEFT AT A CURVE IN THE HIGHWAY.
 LD0794'
 LD0794'THE STATION MARK IS A STANDARD DISK STAMPED EXCELSIOR 1955,
 LD0794'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 LD0794'PROJECTS 5 INCHES.  IT IS 68 FEET WEST OF THE CENTER LINE OF
 LD0794'THE HIGHWAY, 71 FEET SOUTH OF THE CENTER LINE OF A GRAVEL
 LD0794'ROAD, 16 FEET EAST OF A STANDARD WITNESS POST, AND 300 FEET
 LD0794'SOUTH OF THE EXCELSIOR SCHOOL.
 LD0794'
 LD0794'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED EXCELSIOR NO
 LD0794'1 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LD0794'THAT PROJECTS 4 INCHES.  IT IS 32 FEET EAST OF THE CENTER LINE
 LD0794'OF THE HIGHWAY, 1 FOOT WEST OF A FENCE CORNER, AND ABOUT
 LD0794'1 FOOT HIGHER THAN THE STATION.
 LD0794'
 LD0794'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED EXCELSIOR NO
 LD0794'2 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LD0794'THAT PROJECTS 3 INCHES.  IT IS 48 FEET WEST OF THE CENTER LINE
 LD0794'OF THE HIGHWAY, 5 FEET EAST OF A FENCE LINE, 1 FOOT NORTH OF
 LD0794'A TELEPHONE POLE, AND ABOUT THE SAME ELEVATION AS THE STATION.
 LD0794'
 LD0794'THE AZIMUTH MARK IS LOCATED ALONG THE NORTH SIDE OF A GRAVEL
 LD0794'ROAD AND ACROSS THE ROAD FROM A FARM HOME.  THE MARK IS A
 LD0794'STANDARD DISK STAMPED EXCELSIOR 1955, SET IN THE TOP OF A
 LD0794'10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 LD0794'IS 18 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 1
 LD0794'FOOT SOUTH OF A FENCE LINE, AND 36 FEET NORTH OF THE NORTHEAST
 LD0794'CORNER OF A WOODEN BARNYARD FENCE.  TO REACH FROM THE STATION,
 LD0794'GO WEST ON GRAVEL ROAD FOR 0.4 MILE TO FARM HOME ON LEFT AND
 LD0794'THE AZIMUTH MARK ON THE RIGHT.
 LD0794
 LD0794                          STATION RECOVERY (1965)
 LD0794
 LD0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LD0794'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LD0794'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 LD0794'FOUND IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 LD0794'WERE VERIFIED.
 LD0794'
 LD0794'DUE TO ROAD CONSTRUCTION ON U.S. HIGHWAY 61, THE STATION MARK
 LD0794'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 HAD TO BE MOVED.
 LD0794'THESE MARKS WERE DESTROYED.
 LD0794'
 LD0794'EXCELSIOR 2 WAS ESTABLISHED ON LINE TO THE 1955 AZIMUTH MARK, FOR
 LD0794'ADDITIONAL INFORMATION SEE THE DESCRIPTION FOR STATION EXCELSIOR
 LD0794'2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0793 ***********************************************************************
 LD0793  DESIGNATION -  EXCELSIOR 2
 LD0793  PID         -  LD0793
 LD0793  STATE/COUNTY-  IA/DES MOINES
 LD0793  USGS QUAD   -  SPERRY (1964)
 LD0793
 LD0793                         *CURRENT SURVEY CONTROL
 LD0793  ___________________________________________________________________
 LD0793* NAD 83(1996)-  40 52 37.92083(N)    091 10 11.90332(W)     ADJUSTED  
 LD0793* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 LD0793  ___________________________________________________________________
 LD0793  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 LD0793  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LD0793
 LD0793  HORZ ORDER  -  THIRD
 LD0793
 LD0793.The horizontal coordinates were established by classical geodetic methods
 LD0793.and adjusted by the National Geodetic Survey in May 1999..
 LD0793.No horizontal observational check was made to the station.
 LD0793
 LD0793.The orthometric height was scaled from a topographic map.
 LD0793
 LD0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0793
 LD0793.The geoid height was determined by GEOID03.
 LD0793
 LD0793;                    North         East     Units Scale Factor Converg.
 LD0793;SPC IA S     -   100,041.730   696,370.120   MT  0.99996424   +1 32 05.2
 LD0793;SPC IL W     -   467,873.663   615,434.494   MT  1.00002916   -0 39 23.9
 LD0793;SPC IL W     - 1,535,015.51  2,019,138.00   sFT  1.00002916   -0 39 23.9
 LD0793;UTM  15      - 4,526,737.141   654,197.170   MT  0.99989265   +1 11 52.4
 LD0793
 LD0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0793!SPC IA S     -   0.99997195  x   0.99996424  =   0.99993619
 LD0793!SPC IL W     -   0.99997195  x   1.00002916  =   1.00000111
 LD0793!UTM  15      -   0.99997195  x   0.99989265  =   0.99986460
 LD0793
 LD0793|---------------------------------------------------------------------|
 LD0793| PID    Reference Object                     Distance      Geod. Az  |
 LD0793|                                                           dddmmss.s |
 LD0793| CL8481 EXCELSIOR 2 RM 3                     45.043 METERS 07050     |
 LD0793| LD0794 EXCELSIOR                             7.089 METERS 09321     |
 LD0793| CL8478 EXCELSIOR AZ MK                                    2732001.2 |
 LD0793| CL8482 EXCELSIOR 2 RM 4                     33.604 METERS 31802     |
 LD0793|---------------------------------------------------------------------|
 LD0793
 LD0793                          SUPERSEDED SURVEY CONTROL
 LD0793
 LD0793  NAD 83(1986)-  40 52 37.92533(N)    091 10 11.90674(W) AD(       ) 3
 LD0793  NAD 27      -  40 52 37.78970(N)    091 10 11.37924(W) AD(       ) 3
 LD0793
 LD0793.Superseded values are not recommended for survey control.
 LD0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0793.See file dsdata.txt to determine how the superseded data were derived.
 LD0793
 LD0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5419726737(NAD 83)
 LD0793_MARKER: DS = TRIANGULATION STATION DISK
 LD0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0793_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LD0793
 LD0793  HISTORY     - Date     Condition        Report By
 LD0793  HISTORY     - 1965     MONUMENTED       CGS
 LD0793
 LD0793                          STATION DESCRIPTION
 LD0793
 LD0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LD0793'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF BURLINGTON, 8
 LD0793'MILES EAST-NORTHEAST OF DANVILLE, AND ON THE WEST RIGHT-OF-WAY
 LD0793'OF U.S. HIGHWAY 61, AND ABOUT 200 FEET SOUTH OF THE OLD EXCELSIOR
 LD0793'SCHOOL.
 LD0793'
 LD0793'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND
 LD0793'61 AT THE NORTHWEST EDGE OF BURLINGTON, GO NORTH ON U.S. HIGHWAY
 LD0793'61 FOR 4.05 MILES TO A SIDE ROAD ON THE LEFT AND THE STATION ON
 LD0793'THE WEST SIDE OF THE HIGHWAY.
 LD0793'
 LD0793'STATION MARKS ARE STANDARD DISKS STAMPED EXCELSIOR 2 1965.  THE
 LD0793'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LD0793'PROJECTS 2 INCHES.  IT IS 88 FEET WEST OF THE CENTER OF U.S.
 LD0793'HIGHWAY 61, 70 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 3
 LD0793'FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND IN THE
 LD0793'RIGHT-OF-WAY FENCELINE.  THE UNDERGROUND DISK IS SET IN AN
 LD0793'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE
 LD0793'GROUND.
 LD0793'
 LD0793'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED EXCELSIOR 2 NO 3
 LD0793'1965, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LD0793'4 INCHES.  IT IS 60 FEET EAST OF THE CENTER OF U.S. HIGHWAY 61,
 LD0793'6 INCHES SOUTH OF A FENCELINE, AND ON THE EXTREME EAST
 LD0793'RIGHT-OF-WAY OF U.S. HIGHWAY 61.
 LD0793'
 LD0793'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED EXCELSIOR 2 NO 4 1965,
 LD0793'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 LD0793'WITH THE SURFACE OF THE GROUND.  IT IS 129 FEET WEST OF THE
 LD0793'CENTER OF U.S. HIGHWAY 61, 74 FEET SOUTH-SOUTHEAST OF THE
 LD0793'SOUTHEAST CORNER OF AN OLD SCHOOLHOUSE, AND 26 FEET NORTH OF
 LD0793'THE CENTER OF THE EAST-WEST GRAVELED ROAD.
 LD0793'
 LD0793'AZIMUTH MARK, A STANDARD DISK STAMPED EXCELSIOR 1955, IS SET
 LD0793'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LD0793'SURFACE OF THE GROUND.  IT IS 36 FEET NORTH OF THE NORTHEAST
 LD0793'CORNER OF A WOODEN BARNYARD FENCE, 18 FEET NORTH OF THE CENTER
 LD0793'OF THE EAST-WEST GRAVELED ROAD, 1 FOOT SOUTH OF A FENCE, AND
 LD0793'1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 LD0793'
 LD0793'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 LD0793'EAST-WEST GRAVELED ROAD FOR 0.4 MILE TO A FARM HOUSE ON THE
 LD0793'LEFT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1131 ***********************************************************************
 MJ1131  DESIGNATION -  EXIRA
 MJ1131  PID         -  MJ1131
 MJ1131  STATE/COUNTY-  IA/AUDUBON
 MJ1131  USGS QUAD   -  EXIRA WEST (1983)
 MJ1131
 MJ1131                         *CURRENT SURVEY CONTROL
 MJ1131  ___________________________________________________________________
 MJ1131* NAD 83(1996)-  41 35 22.01784(N)    094 57 33.18550(W)     ADJUSTED  
 MJ1131* NAVD 88     -       451.11   (+/-2cm)    1480.0    (feet)  VERTCON   
 MJ1131  ___________________________________________________________________
 MJ1131  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 MJ1131  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 MJ1131
 MJ1131  HORZ ORDER  -  FIRST
 MJ1131  VERT ORDER  -  THIRD ? (See Below)
 MJ1131
 MJ1131.The horizontal coordinates were established by classical geodetic methods
 MJ1131.and adjusted by the National Geodetic Survey in May 1999..
 MJ1131
 MJ1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1131.The vertical order pertains to the NGVD 29 superseded value.
 MJ1131
 MJ1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1131
 MJ1131.The geoid height was determined by GEOID03.
 MJ1131
 MJ1131;                    North         East     Units Scale Factor Converg.
 MJ1131;SPC IA S     -   177,529.700   378,337.869   MT  0.99997132   -0 57 40.3
 MJ1131;UTM  15      - 4,606,048.588   336,699.590   MT  0.99992817   -1 18 02.9
 MJ1131
 MJ1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1131!SPC IA S     -   0.99993358  x   0.99997132  =   0.99990491
 MJ1131!UTM  15      -   0.99993358  x   0.99992817  =   0.99986176
 MJ1131
 MJ1131|---------------------------------------------------------------------|
 MJ1131| PID    Reference Object                     Distance      Geod. Az  |
 MJ1131|                                                           dddmmss.s |
 MJ1131| CL6499 EXIRA RM 1                           12.040 METERS 02715     |
 MJ1131| CL6498 EXIRA AZ MK                                        1272121.1 |
 MJ1131| MJ1132 HORN                                APPROX. 5.1 KM 1923337.4 |
 MJ1131| CL6500 EXIRA RM 2                           61.286 METERS 26925     |
 MJ1131|---------------------------------------------------------------------|
 MJ1131
 MJ1131                          SUPERSEDED SURVEY CONTROL
 MJ1131
 MJ1131  NAD 83(1986)-  41 35 22.01633(N)    094 57 33.19446(W) AD(       ) 1
 MJ1131  NAD 27      -  41 35 22.06100(N)    094 57 32.23900(W) AD(       ) 1
 MJ1131  NGVD 29 (07/19/86)  451.03   (m)         1479.8    (f) LEVELING    3  
 MJ1131
 MJ1131.Superseded values are not recommended for survey control.
 MJ1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1131.See file dsdata.txt to determine how the superseded data were derived.
 MJ1131
 MJ1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3670006049(NAD 83)
 MJ1131_MARKER: DS = TRIANGULATION STATION DISK
 MJ1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1131
 MJ1131  HISTORY     - Date     Condition        Report By
 MJ1131  HISTORY     - 1930     MONUMENTED       CGS
 MJ1131  HISTORY     - 1934     GOOD             CGS
 MJ1131  HISTORY     - 1968     GOOD             USGS
 MJ1131  HISTORY     - 1969     GOOD             CGS
 MJ1131  HISTORY     - 20040328 MARK NOT FOUND   JCLS
 MJ1131
 MJ1131                          STATION DESCRIPTION
 MJ1131
 MJ1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MJ1131'STATION IS ABOUT 9 MILES S OF AUDUBON, 4 MILES W OF EXIRA,
 MJ1131'AND 1/4 MILE SW OF THE ST. JOHNS DANISH CHURCH, ON LAND OWNED
 MJ1131'BY GEORGE CHRISTENSEN AND OCCUPIED BY HARRY CHRISTENSEN, HIS
 MJ1131'SON.  THE CHRISTENSEN HOUSE IS 1/4 MILE W OF A ROAD LEADING
 MJ1131'N 1/4 MILE TO THE DANISH CHURCH WHICH HAS A PROMINENT STEEPLE.
 MJ1131'THE STATION IS 150 YARDS N OF THE HOUSE, 50 YARDS N OF A LARGE
 MJ1131'BARN AND SILO, 60 YARD NW OF A HOG BARN, IN A WINDBREAK, AND
 MJ1131'3.25 METERS N OF A FENCE DIVIDING THE PIG LOT FROM THE
 MJ1131'WINDBREAK AREA.  MARK IS DEPRESSED 12 INCHES.
 MJ1131'
 MJ1131'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MJ1131'DISKS SET IN CONCRETE.
 MJ1131'
 MJ1131'REFERENCE MARK NO. 1, A FLUSH MARK, IS ON THE N EDGE OF THE
 MJ1131'WINDBREAK, 14.05 METERS (46.1 FEET) N OF THE FENCE AND
 MJ1131'29.25 METERS (96.0 FEET) NW OF A FENCE CORNER.  REFERENCE
 MJ1131'MARK NO. 2, A FLUSH MARK, ALSO IN THE WINDBREAK, IS 0.37 METER
 MJ1131'(1.2 FEET) N OF THE FENCE, 61.28 METERS (201.0 FEET) W OF THE
 MJ1131'STATION, AND 2.12 METERS (7.0 FEET) E OF A FENCE CORNER.
 MJ1131'
 MJ1131'TO REACH THE STATION FROM EXIRA GO W ON COUNTY ROAD J 3.7 MILES
 MJ1131'FROM THE RAILROAD CROSSING TO THE CHRISTENSEN FARM WHICH IS
 MJ1131'ON THE N SIDE OF THE ROAD, JUST E OF THE ANGLE WHERE ROUTE J
 MJ1131'TURNS TO THE RIGHT.
 MJ1131'
 MJ1131'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MJ1131
 MJ1131                          STATION RECOVERY (1934)
 MJ1131
 MJ1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1131'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION
 MJ1131'MARK IS FLUSH WITH THE GROUND INSTEAD OF BEING UNDERGROUND
 MJ1131'AND THE REFERENCE MARKS PROJECT INSTEAD OF BEING FLUSH.  THE
 MJ1131'ANGLE TO REFERENCE MARK NO. 1 DIFFERED 2 MINUTES AND TO REFERENCE
 MJ1131'MARK NO. 2, 7 MINUTES, FROM THE 1930 OBSERVATIONS.
 MJ1131'
 MJ1131'THE STATION IS ABOUT 4 MILES W OF EXIRA, AND 9 MILES S OF AUDUBON
 MJ1131'1/4 MILE SW OF ST. JOHNS LUTHERAN CHURCH, IN THE NW 1/4
 MJ1131'SEC. 2, T 78 N, R 36 W, ON LAND OWNED BY GEORGE CHRISTENSEN
 MJ1131'AND OCCUPIED BY HARRY CHRISTENSEN, HIS SON.  THE STATION MARK IS
 MJ1131'IN HOG LOT, 150 YARDS N OF HOUSE, 50 YARDS N OF LARGE BARN, 20
 MJ1131'FEET N OF FENCE LINE, 60 FEET S OF FENCE LINE, AND IS IN S EDGE
 MJ1131'OF WINDBREAK, IS FLUSH WITH THE GROUND AND IS SET.
 MJ1131'
 MJ1131'REFERENCE MARK NO. 1 IS N OF THE STATION, IN WINDBREAK, 20 FEET
 MJ1131'S OF FENCE LINE.  THE MARK PROJECTS 3 INCHES AND IS SET
 MJ1131'REFERENCE MARK NO. 2 IS W OF THE STATION,
 MJ1131'IN WINDBREAK, 7 FEET N OF FENCE LINE, 6 FEET E OF FENCE CORNER.
 MJ1131'THE MARK PROJECTS 5 INCHES AND IS SET.
 MJ1131'
 MJ1131'EXIRA AZIMUTH 1934, IS SE OF THE STATION, 0.4 MILE S OF COUNTY
 MJ1131'ROUTE J, 0.2 MILE S OF SCHOOLHOUSE, 100 YARDS NNE OF FARMHOUSE,
 MJ1131'100 FEET SW OF ANOTHER FARMHOUSE, 24 FEET W OF CENTER LINE
 MJ1131'OF DIRT ROAD, 2 FEET N OF FENCE CORNER, AND 1 FOOT W OF FENCE
 MJ1131'LINE.  THE MARK PROJECTS 4 INCHES AND IS SET.
 MJ1131'
 MJ1131'TO REACH THE STATION FROM EXIRA GO W ON COUNTY ROUTE J FOR
 MJ1131'3.7 MILES FROM U.S. HIGHWAY 71, TO CHRISTENSEN FARM AND
 MJ1131'STATION.
 MJ1131'
 MJ1131'AN 87-FOOT SIGNAL AT MOHN 1930 IS VISIBLE AT 40 FEET.
 MJ1131'
 MJ1131'A 110-FOOT SIGNAL AT ZOOK IS VISIBLE AT 90 FEET.
 MJ1131'
 MJ1131'A 100-FOOT SIGNAL AT ANITA IS VISIBLE AT 50 FEET.
 MJ1131'
 MJ1131'A 100-FOOT SIGNAL AT ATLANTIC IS VISIBLE AT 50 FEET.
 MJ1131'
 MJ1131'AN 87-FOOT SIGNAL AT VIOLA 1930 IS VISIBLE AT 40 FEET.
 MJ1131'
 MJ1131'DISTANCE BETWEEN REFERENCE MARKS - 222.38.
 MJ1131
 MJ1131                          STATION RECOVERY (1968)
 MJ1131
 MJ1131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1131'STATION AND REF. MKS. 1 AND 2 FOUND IN GOOD CONDITION.  AZ.
 MJ1131'MK. WAS FOUND DESTROYED.  NEW DESCRIPTION FOLLOWS--THE STATION
 MJ1131'IS LOCATED ABOUT 4 MI. W. OF EXIRA, 9 MI. S. OF AUDUBON, IN THE
 MJ1131'NW 1/4 SEC. 2, T78N, R36W, IN THE N. SIDE OF A SHELTER GROVE
 MJ1131'AROUND FARM BUILDINGS OWNED AND OCCUPIED BY MRS. HARRY
 MJ1131'CHRISTENSEN.
 MJ1131'
 MJ1131'TO REACH THE STATION FROM THE POST OFFICE AT EXIRA DRIVE W. ON
 MJ1131'THE MAIN STREET FOR 0.65 MI. TO JUNCTION WITH U.S. HWY. 71,
 MJ1131'CONTINUE W. ON COUNTY ROAD J, A CONCRETE ROAD, FOR 3.55 MI.
 MJ1131'TO DRIVE TO MRS. CHRISTENSENS HOUSE ON THE RIGHT.
 MJ1131'
 MJ1131'STATION AND REF. MKS. ARE STANDARD DISKS STAMPED EXIRA 1930
 MJ1131'AND SET IN CONCRETE MONUMENTS.
 MJ1131'
 MJ1131'THE STATION MARK IS ABOUT 150 YDS. N-NE OF MRS. CHRISTENSENS
 MJ1131'HOUSE, 50 YDS. N. OF LARGE DAIRY BARN, 58 FT. N. OF THE NE
 MJ1131'CORNER OF A SMALLER BARN, 28 FT. NW OF CORNER OF A T-FENCE
 MJ1131'S. WITH GATES, 36 FT. S. OF A MESH WIRE FENCE, 17.2 FT. N. OF A
 MJ1131'MESH WIRE FENCE, 7.7 FT. NE OF A TRIANGULAR BLAZED 18 INCH
 MJ1131'CHINES ELM TREE AND IS FLUSH WITH GROUND.
 MJ1131'
 MJ1131'REF. MK. 1 IS 39.50 FT. (12.040M) N. OF STATION, 7.0 FT. W-NW
 MJ1131'OF A 14 INCH TREE, 6.6 FT. N. OF A 10 INCH TREE, 2 FT. N. OF A
 MJ1131'FENCE CORNER, 0.3 FT. W. OF N-S FENCE AND 8 INCHES BELOW GROUND.
 MJ1131'
 MJ1131'REF. MK. 2 IS 201.29 FT. (61.366M) W. OF STATION, IN THE
 MJ1131'GROVE OF TREES, 43 FT. S. OF THE E-W MESH WIRE FENCE, 13.8 FT.
 MJ1131'NW OF THE CORNER POST OF ANOTHER FENCE AND PROJECTS 8 INCHES.
 MJ1131'SIGHT TO REF. MK. 2 FROM STATION BLOCKED BY TREES.  ALSO,
 MJ1131'MEASUREMENT BETWEEN REF. MKS. BLOCKED BY TREES.
 MJ1131
 MJ1131                          STATION RECOVERY (1969)
 MJ1131
 MJ1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MJ1131'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 MJ1131'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 MJ1131'WAS FOUND DESTROYED AND THE DISK WAS RECOVERED.  NO OBJECTS
 MJ1131'WERE VISIBLE FROM STATION SITE SO A NEW AZIMUTH MARK WAS NOT
 MJ1131'SET.  THE OLD ST. JOHNS LUTHERAN CHURCH SHOWN IN THE 1934
 MJ1131'DESCRIPTION HAS BEEN TORN DOWN.
 MJ1131'
 MJ1131'FOLLOWING IS A NEW DESCRIPTION.
 MJ1131'
 MJ1131'LOCATED ABOUT 4 MILES WEST OF EXIRA, 9 MILES SOUTH OF AUDUDON,
 MJ1131'IN THE NORTHWEST QUARTER OF SECTION 2 T 78 N, R 36 W, IN THE
 MJ1131'NORTH SIDE OF A SHELTER BELT AROUND FARM BUILDINGS OWNED AND
 MJ1131'OCCUPIED BY MRS. HARRY CHRISTENSEN.
 MJ1131'
 MJ1131'TO REACH THE STATION FROM THE POST OFFICE IN EXIRA, GO WEST ON
 MJ1131'MAIN STREET FOR 0.65 MILE TO THE JUNCTION OF U.S. HIGHWAY 71.
 MJ1131'CONTINUE WAS ON COUNTY ROAD J, A CONCRETE ROAD, FOR 3.55 MILES
 MJ1131'TO A DRIVE TO MRS. CHRISTENSENS HOUSE AND THE STATION ABOUT
 MJ1131'150 YARDS NORTH-NORTHEAST OF THE HOUSE.
 MJ1131'
 MJ1131'STATION MARK, A STANDARD DISK STAMPED EXIRA 1930, IS SET IN THE
 MJ1131'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 MJ1131'THE GROUND.  IT IS 50 YARDS NORTH OF A LARGE DAIRY BARN,
 MJ1131'58 FEET NORTH OF THE NORTHEAST CORNER OF A SMALLER BARN, 28 FEET
 MJ1131'NORTHWEST OF A CORNER OF A T-FENCE SOUTH, 36 FEET SOUTH
 MJ1131'OF A MESH WIRE FENCE, 17 FEET NORTH OF A MESH WIRE FENCE,
 MJ1131'7.7 FEET NORTHEAST OF A TRIANGULAR BLAZED 18-INCH CHINESE ELM
 MJ1131'TREE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 MJ1131'UNDERGROUND STATION MARK WAS NOT INSPECTED.
 MJ1131'
 MJ1131'REFERENCE MARK NO. 1 IS 39.50 FEET NORTH OF THE STATION,
 MJ1131'7 FEET WEST-NORTHWEST OF A 14-INCH TREE, 6.6 FEET NORTH OF A
 MJ1131'10-INCH TREE, 2 FEET NORTH OF A FENCE CORNER, 0.3 FEET WEST
 MJ1131'OF A NORTH-SOUTH FENCE, AND COVERED WITH 8 INCHES OF DIRT.
 MJ1131'
 MJ1131'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EXIRA NO. 2 1930,
 MJ1131'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 MJ1131'3 INCHES.  IT IS 201.29 FEET WEST OF THE STATION, IN THE
 MJ1131'GROVE OF TREES, 43 FEET SOUTH OF THE EAST-WEST MESH WIRE FENCE,
 MJ1131'14 FEET NORTHWEST OF THE CORNER FENCE POST OF ANOTHER FENCE.
 MJ1131'
 MJ1131'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 MJ1131'WEST OF EXIRA.
 MJ1131
 MJ1131                          STATION RECOVERY (2004)
 MJ1131
 MJ1131'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 MJ1131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0145 ***********************************************************************
 OQ0145  DESIGNATION -  F
 OQ0145  PID         -  OQ0145
 OQ0145  STATE/COUNTY-  IA/SIOUX
 OQ0145  USGS QUAD   -  HAWARDEN NORTH (1968)
 OQ0145
 OQ0145                         *CURRENT SURVEY CONTROL
 OQ0145  ___________________________________________________________________
 OQ0145* NAD 83(1986)-  43 03 00.     (N)    096 29 40.     (W)     SCALED    
 OQ0145* NAVD 88     -       360.591  (meters)    1183.04   (feet)  ADJUSTED  
 OQ0145  ___________________________________________________________________
 OQ0145  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 OQ0145  DYNAMIC HT  -         360.491 (meters)    1182.71  (feet)  COMP
 OQ0145  MODELED GRAV-     980,333.1   (mgal)                       NAVD 88
 OQ0145
 OQ0145  VERT ORDER  -  FIRST     CLASS II
 OQ0145
 OQ0145.The horizontal coordinates were scaled from a topographic map and have
 OQ0145.an estimated accuracy of +/- 6 seconds.
 OQ0145
 OQ0145.The orthometric height was determined by differential leveling
 OQ0145.and adjusted by the National Geodetic Survey in June 1991..
 OQ0145
 OQ0145.The geoid height was determined by GEOID03.
 OQ0145
 OQ0145.The dynamic height is computed by dividing the NAVD 88
 OQ0145.geopotential number by the normal gravity value computed on the
 OQ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0145.degrees latitude (g = 980.6199 gals.).
 OQ0145
 OQ0145.The modeled gravity was interpolated from observed gravity values.
 OQ0145
 OQ0145;                    North         East    Units  Estimated Accuracy
 OQ0145;SPC IA N     - 1,176,490.    1,256,090.      MT  (+/- 180 meters Scaled)
 OQ0145
 OQ0145                          SUPERSEDED SURVEY CONTROL
 OQ0145
 OQ0145  NGVD 29 (??/??/92)  360.378  (m)         1182.34   (f) ADJ UNCH    1 2
 OQ0145
 OQ0145.Superseded values are not recommended for survey control.
 OQ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0145.See file dsdata.txt to determine how the superseded data were derived.
 OQ0145
 OQ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN040694(NAD 83)
 OQ0145_MARKER: Z = SEE DESCRIPTION
 OQ0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0145_SP_SET: PIER
 OQ0145_STAMPING: USBM
 OQ0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0145
 OQ0145  HISTORY     - Date     Condition        Report By
 OQ0145  HISTORY     - UNK      MONUMENTED       CGS
 OQ0145  HISTORY     - 1949     GOOD             NGS
 OQ0145
 OQ0145                          STATION DESCRIPTION
 OQ0145
 OQ0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 OQ0145'3.8 MI N FROM HAWARDEN.
 OQ0145'3.8 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0145'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HAWARDEN, IN THE
 OQ0145'TOP OF THE SOUTH PIER OF THE RAILROAD BRIDGE T-572 OVER THE BIG
 OQ0145'SIOUX RIVER, 4.0 FEET EAST OF THE EAST RAIL, 1.4 FEET NORTH OF
 OQ0145'THE SOUTH EDGE OF THE PIER, 5.8 FEET BELOW THE TOP OF THE RAIL,
 OQ0145'THE BOTTOM OF A SQUARE HOLE CUT IN THE TOP OF THE PIER, LETTERED
 OQ0145'U S B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9318 ***********************************************************************
 AE9318  DESIGNATION -  F
 AE9318  PID         -  AE9318
 AE9318  STATE/COUNTY-  IA/JACKSON
 AE9318  USGS QUAD   -  SAVANNA (1990)
 AE9318
 AE9318                         *CURRENT SURVEY CONTROL
 AE9318  ___________________________________________________________________
 AE9318* NAD 83(1986)-  42 04 14.     (N)    090 11 26.     (W)     SCALED    
 AE9318* NAVD 88     -       191.338  (meters)     627.75   (feet)  ADJUSTED  
 AE9318  ___________________________________________________________________
 AE9318  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AE9318  DYNAMIC HT  -         191.272 (meters)     627.53  (feet)  COMP
 AE9318  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 AE9318
 AE9318  VERT ORDER  -  FIRST     CLASS II
 AE9318
 AE9318.The horizontal coordinates were scaled from a topographic map and have
 AE9318.an estimated accuracy of +/- 6 seconds.
 AE9318
 AE9318.The orthometric height was determined by differential leveling
 AE9318.and adjusted by the National Geodetic Survey in July 2002..
 AE9318
 AE9318.The geoid height was determined by GEOID03.
 AE9318
 AE9318.The dynamic height is computed by dividing the NAVD 88
 AE9318.geopotential number by the normal gravity value computed on the
 AE9318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9318.degrees latitude (g = 980.6199 gals.).
 AE9318
 AE9318.The modeled gravity was interpolated from observed gravity values.
 AE9318
 AE9318;                    North         East    Units  Estimated Accuracy
 AE9318;SPC IA N     - 1,068,740.    1,773,820.      MT  (+/- 180 meters Scaled)
 AE9318
 AE9318                          SUPERSEDED SURVEY CONTROL
 AE9318
 AE9318.No superseded survey control is available for this station.
 AE9318
 AE9318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG324614(NAD 83)
 AE9318_MARKER: DB = BENCH MARK DISK
 AE9318_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE9318_SP_SET: OVERPASS ABUTMENT
 AE9318_STAMPING: F
 AE9318_MARK LOGO: IAHD  
 AE9318_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9318+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1998
 AE9318
 AE9318  HISTORY     - Date     Condition        Report By
 AE9318  HISTORY     - UNK      MONUMENTED       IAHD
 AE9318  HISTORY     - 19980106 GOOD             NGS
 AE9318  HISTORY     - 20010331 GOOD             NGS
 AE9318
 AE9318                          STATION DESCRIPTION
 AE9318
 AE9318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9318'1.4 KM (0.85 MI) WESTERLY ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 AE9318'IN SABULA, IN TOP OF AND 0.2 M (0.7 FT) EAST OF THE WEST END OF THE
 AE9318'NORTHWEST CONCRETE ABUTMENT GUARDRAIL OF A HIGHWAY OVERPASS OF A
 AE9318'RAILROAD, 6.7 M (22.0 FT) NORTH OF THE HIGHWAY CENTERLINE, AND 0.8 M
 AE9318'(2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AE9318
 AE9318                          STATION RECOVERY (2001)
 AE9318
 AE9318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AE9318'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0120 ***********************************************************************
 OP0120  DESIGNATION -  F 1
 OP0120  PID         -  OP0120
 OP0120  STATE/COUNTY-  IA/KOSSUTH
 OP0120  USGS QUAD   -  BANCROFT (1972)
 OP0120
 OP0120                         *CURRENT SURVEY CONTROL
 OP0120  ___________________________________________________________________
 OP0120* NAD 83(1986)-  43 21 13.     (N)    094 12 32.     (W)     SCALED    
 OP0120* NAVD 88     -       354.553  (meters)    1163.23   (feet)  ADJUSTED  
 OP0120  ___________________________________________________________________
 OP0120  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 OP0120  DYNAMIC HT  -         354.467 (meters)    1162.95  (feet)  COMP
 OP0120  MODELED GRAV-     980,366.8   (mgal)                       NAVD 88
 OP0120
 OP0120  VERT ORDER  -  FIRST     CLASS II
 OP0120
 OP0120.The horizontal coordinates were scaled from a topographic map and have
 OP0120.an estimated accuracy of +/- 6 seconds.
 OP0120
 OP0120.The orthometric height was determined by differential leveling
 OP0120.and adjusted by the National Geodetic Survey in June 1991..
 OP0120
 OP0120.The geoid height was determined by GEOID03.
 OP0120
 OP0120.The dynamic height is computed by dividing the NAVD 88
 OP0120.geopotential number by the normal gravity value computed on the
 OP0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0120.degrees latitude (g = 980.6199 gals.).
 OP0120
 OP0120.The modeled gravity was interpolated from observed gravity values.
 OP0120
 OP0120;                    North         East    Units  Estimated Accuracy
 OP0120;SPC IA N     - 1,206,140.    1,442,530.      MT  (+/- 180 meters Scaled)
 OP0120
 OP0120                          SUPERSEDED SURVEY CONTROL
 OP0120
 OP0120  NGVD 29 (??/??/92)  354.501  (m)         1163.06   (f) ADJ UNCH    1 2
 OP0120
 OP0120.Superseded values are not recommended for survey control.
 OP0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0120.See file dsdata.txt to determine how the superseded data were derived.
 OP0120
 OP0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ020007(NAD 83)
 OP0120_MARKER: DB = BENCH MARK DISK
 OP0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0120_STAMPING: 1163.059 F 1 1930
 OP0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0120+STABILITY: SURFACE MOTION
 OP0120
 OP0120  HISTORY     - Date     Condition        Report By
 OP0120  HISTORY     - 1930     MONUMENTED       CGS
 OP0120  HISTORY     - 1934     GOOD             NGS
 OP0120
 OP0120                          STATION DESCRIPTION
 OP0120
 OP0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0120'2.2 MI S FROM GERLED.
 OP0120'2.2 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OP0120'GERLED, KOSSUTH COUNTY, 1,100 FEET SOUTH OF A ROAD CROSSING, 340 FEET
 OP0120'NORTH OF A WHISTLE POST, AND 45 FEET WEST OF THE CENTERLINE OF THE
 OP0120'TRACK.  A STANDARD DISK, STAMPED 1163.059 F 1 1930 AND SET IN THE TOP
 OP0120'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0196 ***********************************************************************
 MH0196  DESIGNATION -  F 10
 MH0196  PID         -  MH0196
 MH0196  STATE/COUNTY-  IA/JASPER
 MH0196  USGS QUAD   -  MINGO (1975)
 MH0196
 MH0196                         *CURRENT SURVEY CONTROL
 MH0196  ___________________________________________________________________
 MH0196* NAD 83(1986)-  41 46 05.     (N)    093 16 50.     (W)     SCALED    
 MH0196* NAVD 88     -       249.708  (meters)     819.25   (feet)  ADJUSTED  
 MH0196  ___________________________________________________________________
 MH0196  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 MH0196  DYNAMIC HT  -         249.607 (meters)     818.92  (feet)  COMP
 MH0196  MODELED GRAV-     980,210.9   (mgal)                       NAVD 88
 MH0196
 MH0196  VERT ORDER  -  FIRST     CLASS II
 MH0196
 MH0196.The horizontal coordinates were scaled from a topographic map and have
 MH0196.an estimated accuracy of +/- 6 seconds.
 MH0196
 MH0196.The orthometric height was determined by differential leveling
 MH0196.and adjusted by the National Geodetic Survey in June 1991..
 MH0196
 MH0196.The geoid height was determined by GEOID03.
 MH0196
 MH0196.The dynamic height is computed by dividing the NAVD 88
 MH0196.geopotential number by the normal gravity value computed on the
 MH0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0196.degrees latitude (g = 980.6199 gals.).
 MH0196
 MH0196.The modeled gravity was interpolated from observed gravity values.
 MH0196
 MH0196;                    North         East    Units  Estimated Accuracy
 MH0196;SPC IA S     -   196,370.      518,250.      MT  (+/- 180 meters Scaled)
 MH0196
 MH0196                          SUPERSEDED SURVEY CONTROL
 MH0196
 MH0196  NGVD 29 (??/??/92)  249.679  (m)          819.16   (f) ADJ UNCH    1 2
 MH0196
 MH0196.Superseded values are not recommended for survey control.
 MH0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0196.See file dsdata.txt to determine how the superseded data were derived.
 MH0196
 MH0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG766240(NAD 83)
 MH0196_MARKER: DB = BENCH MARK DISK
 MH0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0196_STAMPING: F 10 1933
 MH0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0196+STABILITY: SURFACE MOTION
 MH0196
 MH0196  HISTORY     - Date     Condition        Report By
 MH0196  HISTORY     - 1933     MONUMENTED       CGS
 MH0196  HISTORY     - 1934     GOOD             NGS
 MH0196
 MH0196                          STATION DESCRIPTION
 MH0196
 MH0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0196'AT MINGO.
 MH0196'AT MINGO, JASPER COUNTY, 260 YARDS EAST OF THE CHICAGO GREAT
 MH0196'WESTERN RAILROAD STATION, 15 FEET NORTHWEST OF POLE 351+10, 156
 MH0196'FEET NORTH OF THE NORTHWEST CORNER OF A MOBILGAS FILLING STATION,
 MH0196'114 FEET NORTH OF THE CENTERLINE OF RAILROAD STREET, 37-1/2
 MH0196'FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND 25 FEET WEST
 MH0196'OF THE CENTERLINE OF STATE HIGHWAY 64.  A STANDARD DISK, STAMPED
 MH0196'F 10 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0350 ***********************************************************************
 MJ0350  DESIGNATION -  F 100
 MJ0350  PID         -  MJ0350
 MJ0350  STATE/COUNTY-  IA/AUDUBON
 MJ0350  USGS QUAD   -  GRAY (1971)
 MJ0350
 MJ0350                         *CURRENT SURVEY CONTROL
 MJ0350  ___________________________________________________________________
 MJ0350* NAD 83(1986)-  41 51 46.     (N)    095 00 00.     (W)     SCALED    
 MJ0350* NAVD 88     -       424.174  (meters)    1391.64   (feet)  ADJUSTED  
 MJ0350  ___________________________________________________________________
 MJ0350  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 MJ0350  DYNAMIC HT  -         423.993 (meters)    1391.05  (feet)  COMP
 MJ0350  MODELED GRAV-     980,183.9   (mgal)                       NAVD 88
 MJ0350
 MJ0350  VERT ORDER  -  SECOND    CLASS 0
 MJ0350
 MJ0350.The horizontal coordinates were scaled from a topographic map and have
 MJ0350.an estimated accuracy of +/- 6 seconds.
 MJ0350
 MJ0350.The orthometric height was determined by differential leveling
 MJ0350.and adjusted by the National Geodetic Survey in June 1991..
 MJ0350
 MJ0350.The geoid height was determined by GEOID03.
 MJ0350
 MJ0350.The dynamic height is computed by dividing the NAVD 88
 MJ0350.geopotential number by the normal gravity value computed on the
 MJ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0350.degrees latitude (g = 980.6199 gals.).
 MJ0350
 MJ0350.The modeled gravity was interpolated from observed gravity values.
 MJ0350
 MJ0350;                    North         East    Units  Estimated Accuracy
 MJ0350;SPC IA S     -   207,940.      375,460.      MT  (+/- 180 meters Scaled)
 MJ0350
 MJ0350                          SUPERSEDED SURVEY CONTROL
 MJ0350
 MJ0350  NGVD 29 (??/??/92)  424.056  (m)         1391.26   (f) ADJ UNCH    2 0
 MJ0350
 MJ0350.Superseded values are not recommended for survey control.
 MJ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0350.See file dsdata.txt to determine how the superseded data were derived.
 MJ0350
 MJ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG340364(NAD 83)
 MJ0350_MARKER: DB = BENCH MARK DISK
 MJ0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0350_STAMPING: F 100 1935
 MJ0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0350+STABILITY: SURFACE MOTION
 MJ0350
 MJ0350  HISTORY     - Date     Condition        Report By
 MJ0350  HISTORY     - 1935     MONUMENTED       CGS
 MJ0350  HISTORY     - 1941     GOOD             NGS
 MJ0350  HISTORY     - 20040328 MARK NOT FOUND   JCLS
 MJ0350
 MJ0350                          STATION DESCRIPTION
 MJ0350
 MJ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MJ0350'1.9 MI N FROM GRAY.
 MJ0350'1.9 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MJ0350'THE STATION AT GRAY, AUDUBON COUNTY, 6 POLES NORTH OF MILEPOST
 MJ0350'C 23, AT THE AUDUBON-CARROLL COUNTY LINE AND A ROAD CROSSING, 48
 MJ0350'FEET EAST OF THE CENTERLINE OF THE TRACK, 32 FEET SOUTH OF THE
 MJ0350'CENTERLINE OF THE ROAD, 3.5 FEET SOUTH AND 2 FEET WEST OF A
 MJ0350'RIGHT-OF-WAY FENCE CORNER, AND LEVEL WITH THE TRACK.  A STANDARD
 MJ0350'DISK, STAMPED F 100 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MJ0350
 MJ0350                          STATION RECOVERY (2004)
 MJ0350
 MJ0350'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 MJ0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0033 ***********************************************************************
 MJ0033  DESIGNATION -  F 102
 MJ0033  PID         -  MJ0033
 MJ0033  STATE/COUNTY-  IA/GREENE
 MJ0033  USGS QUAD   -  COOPER (1982)
 MJ0033
 MJ0033                         *CURRENT SURVEY CONTROL
 MJ0033  ___________________________________________________________________
 MJ0033* NAD 83(1986)-  41 56 08.     (N)    094 20 34.     (W)     SCALED    
 MJ0033* NAVD 88     -       325.038  (meters)    1066.40   (feet)  ADJUSTED  
 MJ0033  ___________________________________________________________________
 MJ0033  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 MJ0033  DYNAMIC HT  -         324.941 (meters)    1066.08  (feet)  COMP
 MJ0033  MODELED GRAV-     980,313.9   (mgal)                       NAVD 88
 MJ0033
 MJ0033  VERT ORDER  -  SECOND    CLASS 0
 MJ0033
 MJ0033.The horizontal coordinates were scaled from a topographic map and have
 MJ0033.an estimated accuracy of +/- 6 seconds.
 MJ0033
 MJ0033.The orthometric height was determined by differential leveling
 MJ0033.and adjusted by the National Geodetic Survey in June 1991..
 MJ0033
 MJ0033.The geoid height was determined by GEOID03.
 MJ0033
 MJ0033.The dynamic height is computed by dividing the NAVD 88
 MJ0033.geopotential number by the normal gravity value computed on the
 MJ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0033.degrees latitude (g = 980.6199 gals.).
 MJ0033
 MJ0033.The modeled gravity was interpolated from observed gravity values.
 MJ0033
 MJ0033;                    North         East    Units  Estimated Accuracy
 MJ0033;SPC IA N     - 1,048,730.    1,430,100.      MT  (+/- 180 meters Scaled)
 MJ0033
 MJ0033                          SUPERSEDED SURVEY CONTROL
 MJ0033
 MJ0033  NGVD 29 (??/??/92)  325.005  (m)         1066.29   (f) ADJ UNCH    2 0
 MJ0033
 MJ0033.Superseded values are not recommended for survey control.
 MJ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0033.See file dsdata.txt to determine how the superseded data were derived.
 MJ0033
 MJ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG886434(NAD 83)
 MJ0033_MARKER: DB = BENCH MARK DISK
 MJ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0033_STAMPING: F 102 1935
 MJ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0033+STABILITY: SURFACE MOTION
 MJ0033
 MJ0033  HISTORY     - Date     Condition        Report By
 MJ0033  HISTORY     - 1935     MONUMENTED       CGS
 MJ0033  HISTORY     - 1953     MARK NOT FOUND   NGS
 MJ0033
 MJ0033                          STATION DESCRIPTION
 MJ0033
 MJ0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MJ0033'1.1 MI N FROM COOPER.
 MJ0033'1.1 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0033'RAILROAD FROM THE STATION AT COOPER, BETWEEN CULVERTS Y 243 AND
 MJ0033'Y 245, AT A ROAD CROSSING, 46 FEET EAST OF THE CENTERLINE OF THE
 MJ0033'TRACK, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 4 FEET WEST
 MJ0033'OF A FENCE CORNER, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A
 MJ0033'STANDARD DISK, STAMPED F 102 1935 AND SET IN THE TOP OF A CONCRETE
 MJ0033'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0144 ***********************************************************************
 MJ0144  DESIGNATION -  F 104
 MJ0144  PID         -  MJ0144
 MJ0144  STATE/COUNTY-  IA/UNION
 MJ0144  USGS QUAD   -  ZION (1981)
 MJ0144
 MJ0144                         *CURRENT SURVEY CONTROL
 MJ0144  ___________________________________________________________________
 MJ0144* NAD 83(1986)-  41 08 44.     (N)    094 22 13.     (W)     SCALED    
 MJ0144* NAVD 88     -       411.737  (meters)    1350.84   (feet)  ADJUSTED  
 MJ0144  ___________________________________________________________________
 MJ0144  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 MJ0144  DYNAMIC HT  -         411.532 (meters)    1350.17  (feet)  COMP
 MJ0144  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 MJ0144
 MJ0144  VERT ORDER  -  SECOND    CLASS 0
 MJ0144
 MJ0144.The horizontal coordinates were scaled from a topographic map and have
 MJ0144.an estimated accuracy of +/- 6 seconds.
 MJ0144
 MJ0144.The orthometric height was determined by differential leveling
 MJ0144.and adjusted by the National Geodetic Survey in June 1991..
 MJ0144
 MJ0144.The geoid height was determined by GEOID03.
 MJ0144
 MJ0144.The dynamic height is computed by dividing the NAVD 88
 MJ0144.geopotential number by the normal gravity value computed on the
 MJ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0144.degrees latitude (g = 980.6199 gals.).
 MJ0144
 MJ0144.The modeled gravity was interpolated from observed gravity values.
 MJ0144
 MJ0144;                    North         East    Units  Estimated Accuracy
 MJ0144;SPC IA S     -   127,580.      426,950.      MT  (+/- 180 meters Scaled)
 MJ0144
 MJ0144                          SUPERSEDED SURVEY CONTROL
 MJ0144
 MJ0144  NGVD 29 (??/??/92)  411.590  (m)         1350.36   (f) ADJ UNCH    2 0
 MJ0144
 MJ0144.Superseded values are not recommended for survey control.
 MJ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0144.See file dsdata.txt to determine how the superseded data were derived.
 MJ0144
 MJ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF850558(NAD 83)
 MJ0144_MARKER: DB = BENCH MARK DISK
 MJ0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0144_STAMPING: F 104 1935
 MJ0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0144+STABILITY: SURFACE MOTION
 MJ0144
 MJ0144  HISTORY     - Date     Condition        Report By
 MJ0144  HISTORY     - 1935     MONUMENTED       CGS
 MJ0144  HISTORY     - 1971     MARK NOT FOUND   NGS
 MJ0144  HISTORY     - 1978     MARK NOT FOUND   USGS
 MJ0144
 MJ0144                          STATION DESCRIPTION
 MJ0144
 MJ0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0144'AT SPAULDING.
 MJ0144'AT SPAULDING, UNION COUNTY, ON THE CHICAGO, BURLINGTON AND
 MJ0144'QUINCY RAILROAD, 69 FEET NORTH OF THE NORTH END OF THE STATION,
 MJ0144'27 FEET EAST OF THE CENTERLINE OF A SIDING, 18 FEET WEST OF THE
 MJ0144'CENTERLINE OF THE TRACK, 4 FEET SOUTH OF A POLE, AND LEVEL WITH
 MJ0144'THE TRACK.  A STANDARD DISK, STAMPED F 104 1935 AND SET IN THE
 MJ0144'TOP OF A CONCRETE POST.
 MJ0144
 MJ0144                          STATION RECOVERY (1971)
 MJ0144
 MJ0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MJ0144'MARK NOT FOUND.
 MJ0144
 MJ0144                          STATION RECOVERY (1978)
 MJ0144
 MJ0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MJ0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0045 ***********************************************************************
 LF0045  DESIGNATION -  F 105
 LF0045  PID         -  LF0045
 LF0045  STATE/COUNTY-  IA/RINGGOLD
 LF0045  USGS QUAD   -  BENTON (1981)
 LF0045
 LF0045                         *CURRENT SURVEY CONTROL
 LF0045  ___________________________________________________________________
 LF0045* NAD 83(1986)-  40 42 52.     (N)    094 15 59.     (W)     SCALED    
 LF0045* NAVD 88     -       358.536  (meters)    1176.30   (feet)  ADJUSTED  
 LF0045  ___________________________________________________________________
 LF0045  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LF0045  DYNAMIC HT  -         358.355 (meters)    1175.70  (feet)  COMP
 LF0045  MODELED GRAV-     980,109.3   (mgal)                       NAVD 88
 LF0045
 LF0045  VERT ORDER  -  SECOND    CLASS 0
 LF0045
 LF0045.The horizontal coordinates were scaled from a topographic map and have
 LF0045.an estimated accuracy of +/- 6 seconds.
 LF0045
 LF0045.The orthometric height was determined by differential leveling
 LF0045.and adjusted by the National Geodetic Survey in June 1991..
 LF0045
 LF0045.The geoid height was determined by GEOID03.
 LF0045
 LF0045.The dynamic height is computed by dividing the NAVD 88
 LF0045.geopotential number by the normal gravity value computed on the
 LF0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0045.degrees latitude (g = 980.6199 gals.).
 LF0045
 LF0045.The modeled gravity was interpolated from observed gravity values.
 LF0045
 LF0045;                    North         East    Units  Estimated Accuracy
 LF0045;SPC IA S     -    79,620.      435,240.      MT  (+/- 180 meters Scaled)
 LF0045
 LF0045                          SUPERSEDED SURVEY CONTROL
 LF0045
 LF0045  NGVD 29 (??/??/92)  358.436  (m)         1175.97   (f) ADJ UNCH    2 0
 LF0045
 LF0045.Superseded values are not recommended for survey control.
 LF0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0045.See file dsdata.txt to determine how the superseded data were derived.
 LF0045
 LF0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF930078(NAD 83)
 LF0045_MARKER: DB = BENCH MARK DISK
 LF0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0045_STAMPING: F 105 1935
 LF0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0045+STABILITY: SURFACE MOTION
 LF0045
 LF0045  HISTORY     - Date     Condition        Report By
 LF0045  HISTORY     - 1935     MONUMENTED       CGS
 LF0045  HISTORY     - 1978     MARK NOT FOUND   USGS
 LF0045
 LF0045                          STATION DESCRIPTION
 LF0045
 LF0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0045'1.9 MI SW FROM MOUNT AYR.
 LF0045'1.9 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0045'RAILROAD FROM THE COUNTY COURTHOUSE AT MOUNT AYR, RINGGOLD
 LF0045'COUNTY, 8 POLES SOUTHWEST OF MILEPOST 25, AT THE CROSSING OF
 LF0045'STATE HIGHWAY 2, 72 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LF0045'HIGHWAY, 41 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 4
 LF0045'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 4 FEET
 LF0045'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 105 1935
 LF0045'AND SET IN THE TOP OF A CONCRETE POST.
 LF0045
 LF0045                          STATION RECOVERY (1978)
 LF0045
 LF0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LF0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0007 ***********************************************************************
 LF0007  DESIGNATION -  F 106
 LF0007  PID         -  LF0007
 LF0007  STATE/COUNTY-  IA/TAYLOR
 LF0007  USGS QUAD   -  CLEARFIELD (1981)
 LF0007
 LF0007                         *CURRENT SURVEY CONTROL
 LF0007  ___________________________________________________________________
 LF0007* NAD 83(1986)-  40 48 12.     (N)    094 28 23.     (W)     SCALED    
 LF0007* NAVD 88     -       382.551  (meters)    1255.09   (feet)  ADJUSTED  
 LF0007  ___________________________________________________________________
 LF0007  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 LF0007  DYNAMIC HT  -         382.356 (meters)    1254.45  (feet)  COMP
 LF0007  MODELED GRAV-     980,103.8   (mgal)                       NAVD 88
 LF0007
 LF0007  VERT ORDER  -  SECOND    CLASS 0
 LF0007
 LF0007.The horizontal coordinates were scaled from a topographic map and have
 LF0007.an estimated accuracy of +/- 6 seconds.
 LF0007
 LF0007.The orthometric height was determined by differential leveling
 LF0007.and adjusted by the National Geodetic Survey in June 1991..
 LF0007
 LF0007.The geoid height was determined by GEOID03.
 LF0007
 LF0007.The dynamic height is computed by dividing the NAVD 88
 LF0007.geopotential number by the normal gravity value computed on the
 LF0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0007.degrees latitude (g = 980.6199 gals.).
 LF0007
 LF0007.The modeled gravity was interpolated from observed gravity values.
 LF0007
 LF0007;                    North         East    Units  Estimated Accuracy
 LF0007;SPC IA S     -    89,670.      417,890.      MT  (+/- 180 meters Scaled)
 LF0007
 LF0007                          SUPERSEDED SURVEY CONTROL
 LF0007
 LF0007  NGVD 29 (??/??/92)  382.426  (m)         1254.68   (f) ADJ UNCH    2 0
 LF0007
 LF0007.Superseded values are not recommended for survey control.
 LF0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0007.See file dsdata.txt to determine how the superseded data were derived.
 LF0007
 LF0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF757179(NAD 83)
 LF0007_MARKER: DB = BENCH MARK DISK
 LF0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0007_STAMPING: F 106 1935
 LF0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0007+STABILITY: SURFACE MOTION
 LF0007
 LF0007  HISTORY     - Date     Condition        Report By
 LF0007  HISTORY     - 1935     MONUMENTED       CGS
 LF0007  HISTORY     - 1941     GOOD             NGS
 LF0007
 LF0007                          STATION DESCRIPTION
 LF0007
 LF0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0007'AT CLEARFIELD.
 LF0007'AT CLEARFIELD, TAYLOR COUNTY, ON THE CHICAGO, BURLINGTON AND
 LF0007'QUINCY RAILROAD, 0.3 MILE NORTHEAST OF THE STATION, NEAR THE
 LF0007'NORTHEAST CORNER OF THE CITY PARK, AT A ROAD CROSSING, 100 FEET
 LF0007'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 32 FEET SOUTHEAST OF
 LF0007'THE CENTERLINE OF THE TRACK, 3 FEET NORTHWEST OF A POLE, AND
 LF0007'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LF0007'F 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0007
 LF0007                          STATION RECOVERY (1941)
 LF0007
 LF0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LF0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0535 ***********************************************************************
 MJ0535  DESIGNATION -  F 108
 MJ0535  PID         -  MJ0535
 MJ0535  STATE/COUNTY-  IA/MONTGOMERY
 MJ0535  USGS QUAD   -  RED OAK NORTH (1978)
 MJ0535
 MJ0535                         *CURRENT SURVEY CONTROL
 MJ0535  ___________________________________________________________________
 MJ0535* NAD 83(1996)-  41 00 31.58335(N)    095 12 39.97307(W)     ADJUSTED  
 MJ0535* NAVD 88     -       340.757  (meters)    1117.97   (feet)  ADJUSTED  
 MJ0535  ___________________________________________________________________
 MJ0535  X           -    -437,796.220 (meters)                     COMP
 MJ0535  Y           -  -4,800,263.843 (meters)                     COMP
 MJ0535  Z           -   4,163,362.629 (meters)                     COMP
 MJ0535  LAPLACE CORR-          -6.53  (seconds)                    DEFLEC99
 MJ0535  ELLIP HEIGHT-         311.15  (meters)          (05/06/99) GPS OBS
 MJ0535  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 MJ0535  DYNAMIC HT  -         340.591 (meters)    1117.42  (feet)  COMP
 MJ0535  MODELED GRAV-     980,127.0   (mgal)                       NAVD 88
 MJ0535
 MJ0535  HORZ ORDER  -  THIRD
 MJ0535  VERT ORDER  -  SECOND    CLASS 0
 MJ0535  ELLP ORDER  -  FOURTH    CLASS I
 MJ0535
 MJ0535.The horizontal coordinates were established by GPS observations
 MJ0535.and adjusted by the National Geodetic Survey in May 1999..
 MJ0535
 MJ0535.The orthometric height was determined by differential leveling
 MJ0535.and adjusted by the National Geodetic Survey in June 1991..
 MJ0535
 MJ0535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ0535
 MJ0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0535
 MJ0535.The ellipsoidal height was determined by GPS observations
 MJ0535.and is referenced to NAD 83.
 MJ0535
 MJ0535.The geoid height was determined by GEOID03.
 MJ0535
 MJ0535.The dynamic height is computed by dividing the NAVD 88
 MJ0535.geopotential number by the normal gravity value computed on the
 MJ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0535.degrees latitude (g = 980.6199 gals.).
 MJ0535
 MJ0535.The modeled gravity was interpolated from observed gravity values.
 MJ0535
 MJ0535;                    North         East     Units Scale Factor Converg.
 MJ0535;SPC IA S     -   113,438.123   356,070.980   MT  0.99995396   -1 07 37.6
 MJ0535;UTM  15      - 4,542,085.812   314,060.958   MT  1.00002554   -1 27 04.6
 MJ0535
 MJ0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0535!SPC IA S     -   0.99995120  x   0.99995396  =   0.99990516
 MJ0535!UTM  15      -   0.99995120  x   1.00002554  =   0.99997673
 MJ0535
 MJ0535                          SUPERSEDED SURVEY CONTROL
 MJ0535
 MJ0535  NAD 83(1996)-  41 00 31.58033(N)    095 12 39.95982(W) AD(       ) 3
 MJ0535  NAD 83(1986)-  41 00 31.58108(N)    095 12 39.95868(W) AD(       ) 3
 MJ0535  NGVD 29 (??/??/92)  340.664  (m)         1117.66   (f) ADJ UNCH    2 0
 MJ0535
 MJ0535.Superseded values are not recommended for survey control.
 MJ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0535.See file dsdata.txt to determine how the superseded data were derived.
 MJ0535
 MJ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF1406142086(NAD 83)
 MJ0535_MARKER: DB = BENCH MARK DISK
 MJ0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0535_SP_SET: CONCRETE POST
 MJ0535_STAMPING: F 108 1935
 MJ0535_MARK LOGO: CGS   
 MJ0535_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0535+STABILITY: SURFACE MOTION
 MJ0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0535+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 MJ0535
 MJ0535  HISTORY     - Date     Condition        Report By
 MJ0535  HISTORY     - 1935     MONUMENTED       CGS
 MJ0535  HISTORY     - 19890608 GOOD             NGS
 MJ0535  HISTORY     - 20060901 GOOD             GEOCAC
 MJ0535
 MJ0535                          STATION DESCRIPTION
 MJ0535
 MJ0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0535'AT RED OAK.
 MJ0535'1.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0535'FROM THE STATION AT RED OAK, 23 POLES EAST OF MILEPOST 442, AT A
 MJ0535'ROAD CROSSING, 33 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK,
 MJ0535'15 FEET WEST OF THE CENTERLINE OF THE ROAD, 16 FEET NORTH OF A
 MJ0535'POLE, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK,
 MJ0535'STAMPED F 108 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MJ0535
 MJ0535                          STATION RECOVERY (1989)
 MJ0535
 MJ0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0535'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF RED OAK, AT THE
 MJ0535'JUNCTION OF A DEAD END PRIVATE ROAD AND THE CROSSING OF THE BURLINGTON
 MJ0535'NORTHERN RAILROAD.  OWNERSHIP--BURLINGTON NORTHERN RAILROAD, 210 NORTH
 MJ0535'ILLINOIS, PRAIRIE DU CHIEN, WI 53821, PHONE 608-326-6714.
 MJ0535'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 34 AND STATE
 MJ0535'HIGHWAY 48, ON THE NORTH SIDE OF RED OAK, GO SOUTH ON STATE HIGHWAY 48
 MJ0535'FOR 1.85 KM (1.15 MI) TO THE INTERSECTION OF COOLBAUGH STREET.  TURN
 MJ0535'LEFT, EAST, ON COOLBAUGH STREET FOR 1.5 KM (0.95 MI) TO ITS END AT A
 MJ0535'GRAVEL ROAD.  CONTINUE AHEAD, EAST, ON THE GRAVEL ROAD FOR 0.25 KM
 MJ0535'(0.15 MI) TO A RAILROAD CROSSING AND THE STATION ON THE RIGHT, ON THE
 MJ0535'EAST SIDE OF THE TRACKS.
 MJ0535'THE STATION IS A STANDARD CGS BENCHMARK DISK PROJECTING ABOUT 3-INCHES
 MJ0535'ABOVE THE GROUND.  LOCATED 9.6 M (31.5 FT) EAST OF THE EAST RAIL OF
 MJ0535'THE TRACKS, 10.0 M (32.8 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE
 MJ0535'ROAD, 5.0 M (16.4 FT) NORTH-NORTHWEST OF A POWER POLE, 4.8 M
 MJ0535'(15.7 FT) EAST OF THE NORTHEAST CORNER OF A METAL RAILROAD SHED, 1.1 M
 MJ0535'(3.6 FT) WEST-NORTHWEST OF A GUYWIRE FOR THE POWER POLE AND 0.2 M
 MJ0535'(0.7 FT) WEST OF A FIBERGLASS WITNESS POST.
 MJ0535'DESCRIBED BY M. L. MCCREADY.
 MJ0535
 MJ0535                          STATION RECOVERY (2006)
 MJ0535
 MJ0535'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MJ0535'ACROSS TRACKS FROM END OF COOLBAUGH ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0194 ***********************************************************************
 MJ0194  DESIGNATION -  F 109
 MJ0194  PID         -  MJ0194
 MJ0194  STATE/COUNTY-  IA/ADAMS
 MJ0194  USGS QUAD   -  PRESCOTT (1980)
 MJ0194
 MJ0194                         *CURRENT SURVEY CONTROL
 MJ0194  ___________________________________________________________________
 MJ0194* NAD 83(1986)-  41 02 19.     (N)    094 33 00.     (W)     SCALED    
 MJ0194* NAVD 88     -       366.612  (meters)    1202.79   (feet)  ADJUSTED  
 MJ0194  ___________________________________________________________________
 MJ0194  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 MJ0194  DYNAMIC HT  -         366.425 (meters)    1202.18  (feet)  COMP
 MJ0194  MODELED GRAV-     980,104.7   (mgal)                       NAVD 88
 MJ0194
 MJ0194  VERT ORDER  -  SECOND    CLASS 0
 MJ0194
 MJ0194.The horizontal coordinates were scaled from a topographic map and have
 MJ0194.an estimated accuracy of +/- 6 seconds.
 MJ0194
 MJ0194.The orthometric height was determined by differential leveling
 MJ0194.and adjusted by the National Geodetic Survey in June 1991..
 MJ0194
 MJ0194.The geoid height was determined by GEOID03.
 MJ0194
 MJ0194.The dynamic height is computed by dividing the NAVD 88
 MJ0194.geopotential number by the normal gravity value computed on the
 MJ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0194.degrees latitude (g = 980.6199 gals.).
 MJ0194
 MJ0194.The modeled gravity was interpolated from observed gravity values.
 MJ0194
 MJ0194;                    North         East    Units  Estimated Accuracy
 MJ0194;SPC IA S     -   115,870.      411,720.      MT  (+/- 180 meters Scaled)
 MJ0194
 MJ0194                          SUPERSEDED SURVEY CONTROL
 MJ0194
 MJ0194  NGVD 29 (??/??/92)  366.484  (m)         1202.37   (f) ADJ UNCH    2 0
 MJ0194
 MJ0194.Superseded values are not recommended for survey control.
 MJ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0194.See file dsdata.txt to determine how the superseded data were derived.
 MJ0194
 MJ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF697442(NAD 83)
 MJ0194_MARKER: DB = BENCH MARK DISK
 MJ0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0194_SP_SET: OVERPASS
 MJ0194_STAMPING: F 109 1935
 MJ0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0194
 MJ0194  HISTORY     - Date     Condition        Report By
 MJ0194  HISTORY     - 1935     MONUMENTED       CGS
 MJ0194  HISTORY     - 1941     GOOD             NGS
 MJ0194
 MJ0194                          STATION DESCRIPTION
 MJ0194
 MJ0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MJ0194'3.7 MI E FROM PRESCOTT.
 MJ0194'3.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0194'FROM THE STATION AT PRESCOTT, ADAMS COUNTY, AT OVERPASS 403.16,
 MJ0194'IN THE MIDDLE OF THE SECOND TIER OF THE SOUTH CONCRETE ABUTMENT,
 MJ0194'7 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND 1.5 FEET
 MJ0194'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0114 ***********************************************************************
 NK0114  DESIGNATION -  F 11
 NK0114  PID         -  NK0114
 NK0114  STATE/COUNTY-  IA/GRUNDY
 NK0114  USGS QUAD   -  REINBECK (1971)
 NK0114
 NK0114                         *CURRENT SURVEY CONTROL
 NK0114  ___________________________________________________________________
 NK0114* NAD 83(1986)-  42 19 37.     (N)    092 35 52.     (W)     SCALED    
 NK0114* NAVD 88     -       282.228  (meters)     925.94   (feet)  ADJUSTED  
 NK0114  ___________________________________________________________________
 NK0114  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 NK0114  DYNAMIC HT  -         282.126 (meters)     925.61  (feet)  COMP
 NK0114  MODELED GRAV-     980,253.8   (mgal)                       NAVD 88
 NK0114
 NK0114  VERT ORDER  -  FIRST     CLASS II
 NK0114
 NK0114.The horizontal coordinates were scaled from a topographic map and have
 NK0114.an estimated accuracy of +/- 6 seconds.
 NK0114
 NK0114.The orthometric height was determined by differential leveling
 NK0114.and adjusted by the National Geodetic Survey in June 1991..
 NK0114
 NK0114.The geoid height was determined by GEOID03.
 NK0114
 NK0114.The dynamic height is computed by dividing the NAVD 88
 NK0114.geopotential number by the normal gravity value computed on the
 NK0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0114.degrees latitude (g = 980.6199 gals.).
 NK0114
 NK0114.The modeled gravity was interpolated from observed gravity values.
 NK0114
 NK0114;                    North         East    Units  Estimated Accuracy
 NK0114;SPC IA N     - 1,092,250.    1,574,360.      MT  (+/- 180 meters Scaled)
 NK0114
 NK0114                          SUPERSEDED SURVEY CONTROL
 NK0114
 NK0114  NGVD 29 (??/??/92)  282.217  (m)          925.91   (f) ADJ UNCH    1 2
 NK0114
 NK0114.Superseded values are not recommended for survey control.
 NK0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0114.See file dsdata.txt to determine how the superseded data were derived.
 NK0114
 NK0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG331861(NAD 83)
 NK0114_MARKER: DB = BENCH MARK DISK
 NK0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0114_STAMPING: F 11 1933
 NK0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0114+STABILITY: SURFACE MOTION
 NK0114
 NK0114  HISTORY     - Date     Condition        Report By
 NK0114  HISTORY     - 1933     MONUMENTED       CGS
 NK0114  HISTORY     - 1934     GOOD             NGS
 NK0114
 NK0114                          STATION DESCRIPTION
 NK0114
 NK0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0114'AT REINBECK.
 NK0114'AT REINBECK, GRUNDY COUNTY, 92 FEET NORTHEAST OF THE NORTHEAST
 NK0114'CORNER OF THE CHICAGO GREAT WESTERN RAILROAD STATION, AT POLE
 NK0114'290+17, 115 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK,
 NK0114'24.3 FEET WEST OF THE CENTERLINE OF A SIDE TRACK, AND 47 FEET
 NK0114'SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST STREET.  A STANDARD
 NK0114'DISK, STAMPED F 11 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0269 ***********************************************************************
 MH0269  DESIGNATION -  F 110
 MH0269  PID         -  MH0269
 MH0269  STATE/COUNTY-  IA/CLARKE
 MH0269  USGS QUAD   -  OSCEOLA (1983)
 MH0269
 MH0269                         *CURRENT SURVEY CONTROL
 MH0269  ___________________________________________________________________
 MH0269* NAD 83(1986)-  41 01 28.     (N)    093 50 02.     (W)     SCALED    
 MH0269* NAVD 88     -       351.545  (meters)    1153.36   (feet)  ADJUSTED  
 MH0269  ___________________________________________________________________
 MH0269  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 MH0269  DYNAMIC HT  -         351.377 (meters)    1152.81  (feet)  COMP
 MH0269  MODELED GRAV-     980,137.1   (mgal)                       NAVD 88
 MH0269
 MH0269  VERT ORDER  -  SECOND    CLASS 0
 MH0269
 MH0269.The horizontal coordinates were scaled from a topographic map and have
 MH0269.an estimated accuracy of +/- 6 seconds.
 MH0269
 MH0269.The orthometric height was determined by differential leveling
 MH0269.and adjusted by the National Geodetic Survey in June 1991..
 MH0269
 MH0269.The geoid height was determined by GEOID03.
 MH0269
 MH0269.The dynamic height is computed by dividing the NAVD 88
 MH0269.geopotential number by the normal gravity value computed on the
 MH0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0269.degrees latitude (g = 980.6199 gals.).
 MH0269
 MH0269.The modeled gravity was interpolated from observed gravity values.
 MH0269
 MH0269;                    North         East    Units  Estimated Accuracy
 MH0269;SPC IA S     -   113,820.      471,920.      MT  (+/- 180 meters Scaled)
 MH0269
 MH0269                          SUPERSEDED SURVEY CONTROL
 MH0269
 MH0269  NGVD 29 (??/??/92)  351.456  (m)         1153.07   (f) ADJ UNCH    2 0
 MH0269
 MH0269.Superseded values are not recommended for survey control.
 MH0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0269.See file dsdata.txt to determine how the superseded data were derived.
 MH0269
 MH0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF298418(NAD 83)
 MH0269_MARKER: DB = BENCH MARK DISK
 MH0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0269_SP_SET: CULVERT
 MH0269_STAMPING: F 110 1935
 MH0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0269
 MH0269  HISTORY     - Date     Condition        Report By
 MH0269  HISTORY     - 1935     MONUMENTED       CGS
 MH0269
 MH0269                          STATION DESCRIPTION
 MH0269
 MH0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0269'3.5 MI W FROM OSCEOLA.
 MH0269'3.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0269'FROM THE STATION AT OSCEOLA, CLARKE COUNTY, 9 POLES EAST OF
 MH0269'MILEPOST 364, 66 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 MH0269'TRACK, 48 FEET SOUTHWEST OF A POLE WITH TWO GUY WIRES, AT A
 MH0269'CULVERT UNDER U.S. HIGHWAY 34, AND IN THE CENTER OF THE TOP OF
 MH0269'THE NORTH HEADWALL.  A STANDARD DISK, STAMPED F 110 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0280 ***********************************************************************
 LE0280  DESIGNATION -  F 111
 LE0280  PID         -  LE0280
 LE0280  STATE/COUNTY-  IA/MONROE
 LE0280  USGS QUAD   -  MELROSE (1982)
 LE0280
 LE0280                         *CURRENT SURVEY CONTROL
 LE0280  ___________________________________________________________________
 LE0280* NAD 83(1986)-  40 58 27.     (N)    093 03 14.     (W)     SCALED    
 LE0280* NAVD 88     -       265.772  (meters)     871.95   (feet)  ADJUSTED  
 LE0280  ___________________________________________________________________
 LE0280  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 LE0280  DYNAMIC HT  -         265.650 (meters)     871.55  (feet)  COMP
 LE0280  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 LE0280
 LE0280  VERT ORDER  -  SECOND    CLASS 0
 LE0280
 LE0280.The horizontal coordinates were scaled from a topographic map and have
 LE0280.an estimated accuracy of +/- 6 seconds.
 LE0280
 LE0280.The orthometric height was determined by differential leveling
 LE0280.and adjusted by the National Geodetic Survey in June 1991..
 LE0280
 LE0280.The geoid height was determined by GEOID03.
 LE0280
 LE0280.The dynamic height is computed by dividing the NAVD 88
 LE0280.geopotential number by the normal gravity value computed on the
 LE0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0280.degrees latitude (g = 980.6199 gals.).
 LE0280
 LE0280.The modeled gravity was interpolated from observed gravity values.
 LE0280
 LE0280;                    North         East    Units  Estimated Accuracy
 LE0280;SPC IA S     -   108,280.      537,550.      MT  (+/- 180 meters Scaled)
 LE0280
 LE0280                          SUPERSEDED SURVEY CONTROL
 LE0280
 LE0280  NGVD 29 (??/??/92)  265.756  (m)          871.90   (f) ADJ UNCH    2 0
 LE0280
 LE0280.Superseded values are not recommended for survey control.
 LE0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0280.See file dsdata.txt to determine how the superseded data were derived.
 LE0280
 LE0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF954358(NAD 83)
 LE0280_MARKER: DB = BENCH MARK DISK
 LE0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0280_SP_SET: CONCRETE SLAB
 LE0280_STAMPING: F 111 1935
 LE0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0280
 LE0280  HISTORY     - Date     Condition        Report By
 LE0280  HISTORY     - 1935     MONUMENTED       CGS
 LE0280
 LE0280                          STATION DESCRIPTION
 LE0280
 LE0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0280'0.2 MI W FROM MELROSE.
 LE0280'0.2 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0280'FROM THE STATION AT MELROSE, 50 FEET WEST OF THE MILEPOST 319,
 LE0280'AT A ROAD CROSSING, 21 FEET NORTH OF THE CENTERLINE OF THE NORTH
 LE0280'TRACK, AT A CULVERT, AND IN THE TOP OF THE NORTHWEST CORNER
 LE0280'OF THE CONCRETE SLAB.  A STANDARD DISK STAMPED F 111 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0142 ***********************************************************************
 MH0142  DESIGNATION -  F 112
 MH0142  PID         -  MH0142
 MH0142  STATE/COUNTY-  IA/MONROE
 MH0142  USGS QUAD   -  AVERY (1968)
 MH0142
 MH0142                         *CURRENT SURVEY CONTROL
 MH0142  ___________________________________________________________________
 MH0142* NAD 83(1986)-  41 07 10.     (N)    092 41 37.     (W)     SCALED    
 MH0142* NAVD 88     -       216.808  (meters)     711.31   (feet)  ADJUSTED  
 MH0142  ___________________________________________________________________
 MH0142  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 MH0142  DYNAMIC HT  -         216.712 (meters)     711.00  (feet)  COMP
 MH0142  MODELED GRAV-     980,177.8   (mgal)                       NAVD 88
 MH0142
 MH0142  VERT ORDER  -  SECOND    CLASS 0
 MH0142
 MH0142.The horizontal coordinates were scaled from a topographic map and have
 MH0142.an estimated accuracy of +/- 6 seconds.
 MH0142
 MH0142.The orthometric height was determined by differential leveling
 MH0142.and adjusted by the National Geodetic Survey in June 1991..
 MH0142
 MH0142.The geoid height was determined by GEOID03.
 MH0142
 MH0142.The dynamic height is computed by dividing the NAVD 88
 MH0142.geopotential number by the normal gravity value computed on the
 MH0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0142.degrees latitude (g = 980.6199 gals.).
 MH0142
 MH0142.The modeled gravity was interpolated from observed gravity values.
 MH0142
 MH0142;                    North         East    Units  Estimated Accuracy
 MH0142;SPC IA S     -   124,630.      567,720.      MT  (+/- 180 meters Scaled)
 MH0142
 MH0142                          SUPERSEDED SURVEY CONTROL
 MH0142
 MH0142  NGVD 29 (??/??/92)  216.795  (m)          711.27   (f) ADJ UNCH    2 0
 MH0142
 MH0142.Superseded values are not recommended for survey control.
 MH0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0142.See file dsdata.txt to determine how the superseded data were derived.
 MH0142
 MH0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF257520(NAD 83)
 MH0142_MARKER: DB = BENCH MARK DISK
 MH0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0142_SP_SET: BRIDGE
 MH0142_STAMPING: F 112 1935
 MH0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0142
 MH0142  HISTORY     - Date     Condition        Report By
 MH0142  HISTORY     - 1935     MONUMENTED       CGS
 MH0142
 MH0142                          STATION DESCRIPTION
 MH0142
 MH0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0142'4 MI SW FROM EDDYVILLE.
 MH0142'IN MONROE COUNTY, 4.0 MILES SOUTHWEST ALONG THE MINNEAPOLIS AND ST.
 MH0142'LOUIS RAILWAY FROM BRIDGE 525 OVER DES MOINES RIVER AT EDDYVILLE,
 MH0142'WAPELLO COUNTY, 13 POLES SOUTHEAST OF MILEPOST 316, AT BRIDGE 537,
 MH0142'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT,
 MH0142'7 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 1-1/2
 MH0142'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 112 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0248 ***********************************************************************
 MH0248  DESIGNATION -  F 113
 MH0248  PID         -  MH0248
 MH0248  STATE/COUNTY-  IA/MARION
 MH0248  USGS QUAD   -  BEECH (1965)
 MH0248
 MH0248                         *CURRENT SURVEY CONTROL
 MH0248  ___________________________________________________________________
 MH0248* NAD 83(1986)-  41 19 15.     (N)    093 15 43.     (W)     SCALED    
 MH0248* NAVD 88     -       273.300  (meters)     896.65   (feet)  ADJUSTED  
 MH0248  ___________________________________________________________________
 MH0248  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 MH0248  DYNAMIC HT  -         273.185 (meters)     896.27  (feet)  COMP
 MH0248  MODELED GRAV-     980,192.1   (mgal)                       NAVD 88
 MH0248
 MH0248  VERT ORDER  -  SECOND    CLASS 0
 MH0248
 MH0248.The horizontal coordinates were scaled from a topographic map and have
 MH0248.an estimated accuracy of +/- 6 seconds.
 MH0248
 MH0248.The orthometric height was determined by differential leveling
 MH0248.and adjusted by the National Geodetic Survey in June 1991..
 MH0248
 MH0248.The geoid height was determined by GEOID03.
 MH0248
 MH0248.The dynamic height is computed by dividing the NAVD 88
 MH0248.geopotential number by the normal gravity value computed on the
 MH0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0248.degrees latitude (g = 980.6199 gals.).
 MH0248
 MH0248.The modeled gravity was interpolated from observed gravity values.
 MH0248
 MH0248;                    North         East    Units  Estimated Accuracy
 MH0248;SPC IA S     -   146,700.      519,930.      MT  (+/- 180 meters Scaled)
 MH0248
 MH0248                          SUPERSEDED SURVEY CONTROL
 MH0248
 MH0248  NGVD 29 (??/??/92)  273.264  (m)          896.53   (f) ADJ UNCH    2 0
 MH0248
 MH0248.Superseded values are not recommended for survey control.
 MH0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0248.See file dsdata.txt to determine how the superseded data were derived.
 MH0248
 MH0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF780744(NAD 83)
 MH0248_MARKER: DB = BENCH MARK DISK
 MH0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0248_STAMPING: F 113 1935
 MH0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0248+STABILITY: SURFACE MOTION
 MH0248
 MH0248  HISTORY     - Date     Condition        Report By
 MH0248  HISTORY     - 1935     MONUMENTED       CGS
 MH0248  HISTORY     - 1980     MARK NOT FOUND   NGS
 MH0248
 MH0248                          STATION DESCRIPTION
 MH0248
 MH0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0248'2.2 MI SE FROM KIMBALL.
 MH0248'2.2 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0248'RAILROAD FROM THE STATION AT KIMBALL, AT STATE HIGHWAY 181
 MH0248'UNDERPASS 46.8, 18 FEET NORTHEAST OF THE CENTERLINE OF THE
 MH0248'TRACK, 7 FEET SOUTHEAST OF THE BRIDGE, AND ON THE SLOPE OF A
 MH0248'CUT, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED F 113
 MH0248'1935 AND SET IN THE TOP OF A CONCRETE POST.
 MH0248
 MH0248                          STATION RECOVERY (1980)
 MH0248
 MH0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MH0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0261 ***********************************************************************
 LE0261  DESIGNATION -  F 114
 LE0261  PID         -  LE0261
 LE0261  STATE/COUNTY-  IA/WAYNE
 LE0261  USGS QUAD   -  CLIO (1964)
 LE0261
 LE0261                         *CURRENT SURVEY CONTROL
 LE0261  ___________________________________________________________________
 LE0261* NAD 83(1986)-  40 42 23.     (N)    093 22 45.     (W)     SCALED    
 LE0261* NAVD 88     -       335.960  (meters)    1102.23   (feet)  ADJUSTED  
 LE0261  ___________________________________________________________________
 LE0261  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LE0261  DYNAMIC HT  -         335.794 (meters)    1101.68  (feet)  COMP
 LE0261  MODELED GRAV-     980,120.7   (mgal)                       NAVD 88
 LE0261
 LE0261  VERT ORDER  -  SECOND    CLASS 0
 LE0261
 LE0261.The horizontal coordinates were scaled from a topographic map and have
 LE0261.an estimated accuracy of +/- 6 seconds.
 LE0261
 LE0261.The orthometric height was determined by differential leveling
 LE0261.and adjusted by the National Geodetic Survey in June 1991..
 LE0261
 LE0261.The geoid height was determined by GEOID03.
 LE0261
 LE0261.The dynamic height is computed by dividing the NAVD 88
 LE0261.geopotential number by the normal gravity value computed on the
 LE0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0261.degrees latitude (g = 980.6199 gals.).
 LE0261
 LE0261.The modeled gravity was interpolated from observed gravity values.
 LE0261
 LE0261;                    North         East    Units  Estimated Accuracy
 LE0261;SPC IA S     -    78,450.      510,210.      MT  (+/- 180 meters Scaled)
 LE0261
 LE0261                          SUPERSEDED SURVEY CONTROL
 LE0261
 LE0261  NGVD 29 (??/??/92)  335.876  (m)         1101.95   (f) ADJ UNCH    2 0
 LE0261
 LE0261.Superseded values are not recommended for survey control.
 LE0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0261.See file dsdata.txt to determine how the superseded data were derived.
 LE0261
 LE0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF679062(NAD 83)
 LE0261_MARKER: DB = BENCH MARK DISK
 LE0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0261_STAMPING: F 114 1935
 LE0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0261+STABILITY: SURFACE MOTION
 LE0261
 LE0261  HISTORY     - Date     Condition        Report By
 LE0261  HISTORY     - 1935     MONUMENTED       CGS
 LE0261  HISTORY     - 20040815 POOR             GEOCAC
 LE0261
 LE0261                          STATION DESCRIPTION
 LE0261
 LE0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0261'1 MI SW FROM ALLERTON.
 LE0261'1.0 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0261'RAILROAD FROM THE CITY HALL AT ALLERTON, 12 POLES NORTHEAST OF
 LE0261'MILEPOST 366, AT A ROAD CROSSING, 81 FEET NORTHEAST OF THE
 LE0261'CENTERLINE OF THE ROAD, 42 FEET SOUTHEAST OF THE CENTERLINE OF
 LE0261'THE SOUTHEAST TRACK, 8 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE,
 LE0261'AND ABOUT 4-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LE0261'STAMPED F 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0261
 LE0261                          STATION RECOVERY (2004)
 LE0261
 LE0261'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 LE0261'LOCATED ALONG THE UNION PACIFIC RAILROAD (FORMER C,RI, AND P) 81 FT
 LE0261'NORTH ALONG THE TRACK FROM THE CENTER LINE OF THE MAIN TRACK CROSSING
 LE0261'AT MAPLE STREET ON THE WEST EDGE OF ALLERTON. THAT IS 6 FT NORTH OF
 LE0261'3/4 MILE POST, THEN 42 FT SOUTHEAST (ON THE RADIUS OF THE CURVE). MARK
 LE0261'WAS UNDER 2 INCHES OF DIRT.
 LE0261' 
 LE0261'MARKER POST IS TILTED AND ONE EDGE OF POST AND DISK ARE DAMAGED.
 LE0261'DAMAGE IS CONSISTENT WITH CONTACT WITH BULLDOZER TRACK OR BLADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0402 ***********************************************************************
 LE0402  DESIGNATION -  F 115
 LE0402  PID         -  LE0402
 LE0402  STATE/COUNTY-  IA/DECATUR
 LE0402  USGS QUAD   -  GARDEN GROVE SW (1965)
 LE0402
 LE0402                         *CURRENT SURVEY CONTROL
 LE0402  ___________________________________________________________________
 LE0402* NAD 83(1986)-  40 45 27.     (N)    093 44 53.     (W)     SCALED    
 LE0402* NAVD 88     -       346.563  (meters)    1137.02   (feet)  ADJUSTED  
 LE0402  ___________________________________________________________________
 LE0402  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 LE0402  DYNAMIC HT  -         346.395 (meters)    1136.46  (feet)  COMP
 LE0402  MODELED GRAV-     980,129.9   (mgal)                       NAVD 88
 LE0402
 LE0402  VERT ORDER  -  SECOND    CLASS 0
 LE0402
 LE0402.The horizontal coordinates were scaled from a topographic map and have
 LE0402.an estimated accuracy of +/- 6 seconds.
 LE0402
 LE0402.The orthometric height was determined by differential leveling
 LE0402.and adjusted by the National Geodetic Survey in June 1991..
 LE0402
 LE0402.The geoid height was determined by GEOID03.
 LE0402
 LE0402.The dynamic height is computed by dividing the NAVD 88
 LE0402.geopotential number by the normal gravity value computed on the
 LE0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0402.degrees latitude (g = 980.6199 gals.).
 LE0402
 LE0402.The modeled gravity was interpolated from observed gravity values.
 LE0402
 LE0402;                    North         East    Units  Estimated Accuracy
 LE0402;SPC IA S     -    84,150.      479,050.      MT  (+/- 180 meters Scaled)
 LE0402
 LE0402                          SUPERSEDED SURVEY CONTROL
 LE0402
 LE0402  NGVD 29 (??/??/92)  346.479  (m)         1136.74   (f) ADJ UNCH    2 0
 LE0402
 LE0402.Superseded values are not recommended for survey control.
 LE0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0402.See file dsdata.txt to determine how the superseded data were derived.
 LE0402
 LE0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF368121(NAD 83)
 LE0402_MARKER: DB = BENCH MARK DISK
 LE0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0402_SP_SET: CULVERT
 LE0402_STAMPING: F 115 1935
 LE0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0402
 LE0402  HISTORY     - Date     Condition        Report By
 LE0402  HISTORY     - 1935     MONUMENTED       CGS
 LE0402  HISTORY     - 20051026 MARK NOT FOUND   GEOCAC
 LE0402
 LE0402                          STATION DESCRIPTION
 LE0402
 LE0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0402'1.2 MI N FROM LEON.
 LE0402'1.2 MILES NORTH ALONG U.S. HIGHWAY 69 FROM THE INTERSECTION
 LE0402'OF STATE HIGHWAY 2 AT LEON, DECATUR COUNTY, AT A CULVERT UNDER
 LE0402'THE HIGHWAY, AND IN THE TOP OF THE EAST CONCRETE HEADWALL.  A
 LE0402'STANDARD DISK, STAMPED F 115 1935.
 LE0402
 LE0402                          STATION RECOVERY (2005)
 LE0402
 LE0402'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 LE0402'THE CULVERT HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0298 ***********************************************************************
 MH0298  DESIGNATION -  F 116
 MH0298  PID         -  MH0298
 MH0298  STATE/COUNTY-  IA/MADISON
 MH0298  USGS QUAD   -  TRURO (1983)
 MH0298
 MH0298                         *CURRENT SURVEY CONTROL
 MH0298  ___________________________________________________________________
 MH0298* NAD 83(1986)-  41 11 11.     (N)    093 48 49.     (W)     SCALED    
 MH0298* NAVD 88     -       287.025  (meters)     941.68   (feet)  POSTED    
 MH0298  ___________________________________________________________________
 MH0298  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 MH0298  DYNAMIC HT  -         286.890 (meters)     941.24  (feet)  COMP
 MH0298  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 MH0298
 MH0298  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0298
 MH0298.The horizontal coordinates were scaled from a topographic map and have
 MH0298.an estimated accuracy of +/- 6 seconds.
 MH0298
 MH0298.The orthometric height was determined by differential leveling
 MH0298.and adjusted by the National Geodetic Survey in 1992..
 MH0298.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0298.rate of 0.0 thru 1.0 mm/km.
 MH0298
 MH0298.The geoid height was determined by GEOID03.
 MH0298
 MH0298.The dynamic height is computed by dividing the NAVD 88
 MH0298.geopotential number by the normal gravity value computed on the
 MH0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0298.degrees latitude (g = 980.6199 gals.).
 MH0298
 MH0298.The modeled gravity was interpolated from observed gravity values.
 MH0298
 MH0298;                    North         East    Units  Estimated Accuracy
 MH0298;SPC IA S     -   131,790.      473,690.      MT  (+/- 180 meters Scaled)
 MH0298
 MH0298                          SUPERSEDED SURVEY CONTROL
 MH0298
 MH0298  NGVD 29 (??/??/92)  286.984  (m)          941.55   (f) ADJ UNCH    2 0
 MH0298
 MH0298.Superseded values are not recommended for survey control.
 MH0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0298.See file dsdata.txt to determine how the superseded data were derived.
 MH0298
 MH0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF317597(NAD 83)
 MH0298_MARKER: DB = BENCH MARK DISK
 MH0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0298_STAMPING: F 116 1935
 MH0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0298+STABILITY: SURFACE MOTION
 MH0298
 MH0298  HISTORY     - Date     Condition        Report By
 MH0298  HISTORY     - 1935     MONUMENTED       CGS
 MH0298  HISTORY     - 1980     MARK NOT FOUND   USGS
 MH0298
 MH0298                          STATION DESCRIPTION
 MH0298
 MH0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0298'2.9 MI SE FROM TRURO.
 MH0298'2.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MH0298'RAILROAD FROM THE STATION AT TRURO, MADISON COUNTY, NEAR BRIDGE
 MH0298'38.49, AT A ROAD CROSSING, 40 FEET EAST OF THE CENTERLINE OF THE
 MH0298'ROAD, 28 FEET NORTH OF THE CENTERLINE OF THE TRACK, 3 FEET NORTH
 MH0298'OF A POLE WITH A GUY WIRE, AND 3 FEET HIGHER THAN THE TRACK.  A
 MH0298'STANDARD DISK, STAMPED F 116 1935 AND SET IN THE TOP OF A CONCRETE
 MH0298'POST.
 MH0298
 MH0298                          STATION RECOVERY (1980)
 MH0298
 MH0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MH0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0380 ***********************************************************************
 LE0380  DESIGNATION -  F 118
 LE0380  PID         -  LE0380
 LE0380  STATE/COUNTY-  IA/WAYNE
 LE0380  USGS QUAD   -  GARDEN GROVE (1965)
 LE0380
 LE0380                         *CURRENT SURVEY CONTROL
 LE0380  ___________________________________________________________________
 LE0380* NAD 83(1986)-  40 45 39.     (N)    093 31 32.     (W)     SCALED    
 LE0380* NAVD 88     -       330.688  (meters)    1084.93   (feet)  ADJUSTED  
 LE0380  ___________________________________________________________________
 LE0380  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 LE0380  DYNAMIC HT  -         330.527 (meters)    1084.40  (feet)  COMP
 LE0380  MODELED GRAV-     980,128.5   (mgal)                       NAVD 88
 LE0380
 LE0380  VERT ORDER  -  SECOND    CLASS 0
 LE0380
 LE0380.The horizontal coordinates were scaled from a topographic map and have
 LE0380.an estimated accuracy of +/- 6 seconds.
 LE0380
 LE0380.The orthometric height was determined by differential leveling
 LE0380.and adjusted by the National Geodetic Survey in June 1991..
 LE0380
 LE0380.The geoid height was determined by GEOID03.
 LE0380
 LE0380.The dynamic height is computed by dividing the NAVD 88
 LE0380.geopotential number by the normal gravity value computed on the
 LE0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0380.degrees latitude (g = 980.6199 gals.).
 LE0380
 LE0380.The modeled gravity was interpolated from observed gravity values.
 LE0380
 LE0380;                    North         East    Units  Estimated Accuracy
 LE0380;SPC IA S     -    84,490.      497,840.      MT  (+/- 180 meters Scaled)
 LE0380
 LE0380                          SUPERSEDED SURVEY CONTROL
 LE0380
 LE0380  NGVD 29 (??/??/92)  330.608  (m)         1084.67   (f) ADJ UNCH    2 0
 LE0380
 LE0380.Superseded values are not recommended for survey control.
 LE0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0380.See file dsdata.txt to determine how the superseded data were derived.
 LE0380
 LE0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF556123(NAD 83)
 LE0380_MARKER: DB = BENCH MARK DISK
 LE0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0380_SP_SET: CULVERT
 LE0380_STAMPING: F 118 1935
 LE0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0380
 LE0380  HISTORY     - Date     Condition        Report By
 LE0380  HISTORY     - 1935     MONUMENTED       CGS
 LE0380
 LE0380                          STATION DESCRIPTION
 LE0380
 LE0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0380'3.6 MI E FROM HIGH POINT.
 LE0380'3.6 MILES EAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LE0380'STATE HIGHWAY 204 AT HIGH POINT, DECATUR COUNTY, 300 FEET EAST
 LE0380'OF THE JUNCTION OF A PRIVATE ROAD LEADING TO A FARM, AT A
 LE0380'24-INCH CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF THE
 LE0380'SOUTH HEADWALL.  A STANDARD DISK, STAMPED F 118 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0167 ***********************************************************************
 LE0167  DESIGNATION -  F 119
 LE0167  PID         -  LE0167
 LE0167  STATE/COUNTY-  IA/APPANOOSE
 LE0167  USGS QUAD   -  CENTERVILLE EAST (1979)
 LE0167
 LE0167                         *CURRENT SURVEY CONTROL
 LE0167  ___________________________________________________________________
 LE0167* NAD 83(1986)-  40 41 47.     (N)    092 52 29.     (W)     SCALED    
 LE0167* NAVD 88     -       310.865  (meters)    1019.90   (feet)  ADJUSTED  
 LE0167  ___________________________________________________________________
 LE0167  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LE0167  DYNAMIC HT  -         310.713 (meters)    1019.40  (feet)  COMP
 LE0167  MODELED GRAV-     980,125.4   (mgal)                       NAVD 88
 LE0167
 LE0167  VERT ORDER  -  SECOND    CLASS 0
 LE0167
 LE0167.The horizontal coordinates were scaled from a topographic map and have
 LE0167.an estimated accuracy of +/- 6 seconds.
 LE0167
 LE0167.The orthometric height was determined by differential leveling
 LE0167.and adjusted by the National Geodetic Survey in June 1991..
 LE0167
 LE0167.The geoid height was determined by GEOID03.
 LE0167
 LE0167.The dynamic height is computed by dividing the NAVD 88
 LE0167.geopotential number by the normal gravity value computed on the
 LE0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0167.degrees latitude (g = 980.6199 gals.).
 LE0167
 LE0167.The modeled gravity was interpolated from observed gravity values.
 LE0167
 LE0167;                    North         East    Units  Estimated Accuracy
 LE0167;SPC IA S     -    77,520.      552,850.      MT  (+/- 180 meters Scaled)
 LE0167
 LE0167                          SUPERSEDED SURVEY CONTROL
 LE0167
 LE0167  NGVD 29 (??/??/92)  310.798  (m)         1019.68   (f) ADJ UNCH    2 0
 LE0167
 LE0167.Superseded values are not recommended for survey control.
 LE0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0167.See file dsdata.txt to determine how the superseded data were derived.
 LE0167
 LE0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF105050(NAD 83)
 LE0167_MARKER: DB = BENCH MARK DISK
 LE0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0167_STAMPING: F 119 1935
 LE0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0167+STABILITY: SURFACE MOTION
 LE0167
 LE0167  HISTORY     - Date     Condition        Report By
 LE0167  HISTORY     - 1935     MONUMENTED       CGS
 LE0167
 LE0167                          STATION DESCRIPTION
 LE0167
 LE0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0167'2 MI SW FROM CENTERVILLE.
 LE0167'2.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0167'RAILWAY FROM THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY
 LE0167'RAILROAD AT CENTERVILLE, APPANOOSE COUNTY, 5 POLES SOUTHWEST
 LE0167'OF MILEPOST 338, AT THE CROSSING OF STATE HIGHWAWY 60, 84
 LE0167'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 27 FEET
 LE0167'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 38 FEET SOUTHWEST
 LE0167'OF A POLE, AND 3.5 FEET LOWER THAN THE TRACK.  A STANDARD
 LE0167'DISK, STAMPED F 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0603 ***********************************************************************
 NJ0603  DESIGNATION -  F 12
 NJ0603  PID         -  NJ0603
 NJ0603  STATE/COUNTY-  IA/FAYETTE
 NJ0603  USGS QUAD   -  ELGIN (1965)
 NJ0603
 NJ0603                         *CURRENT SURVEY CONTROL
 NJ0603  ___________________________________________________________________
 NJ0603* NAD 83(1986)-  42 56 00.     (N)    091 42 45.     (W)     SCALED    
 NJ0603* NAVD 88     -       278.011  (meters)     912.11   (feet)  ADJUSTED  
 NJ0603  ___________________________________________________________________
 NJ0603  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 NJ0603  DYNAMIC HT  -         277.939 (meters)     911.87  (feet)  COMP
 NJ0603  MODELED GRAV-     980,353.8   (mgal)                       NAVD 88
 NJ0603
 NJ0603  VERT ORDER  -  FIRST     CLASS II
 NJ0603
 NJ0603.The horizontal coordinates were scaled from a topographic map and have
 NJ0603.an estimated accuracy of +/- 6 seconds.
 NJ0603
 NJ0603.The orthometric height was determined by differential leveling
 NJ0603.and adjusted by the National Geodetic Survey in June 1991..
 NJ0603
 NJ0603.The geoid height was determined by GEOID03.
 NJ0603
 NJ0603.The dynamic height is computed by dividing the NAVD 88
 NJ0603.geopotential number by the normal gravity value computed on the
 NJ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0603.degrees latitude (g = 980.6199 gals.).
 NJ0603
 NJ0603.The modeled gravity was interpolated from observed gravity values.
 NJ0603
 NJ0603;                    North         East    Units  Estimated Accuracy
 NJ0603;SPC IA N     - 1,160,750.    1,645,900.      MT  (+/- 180 meters Scaled)
 NJ0603
 NJ0603                          SUPERSEDED SURVEY CONTROL
 NJ0603
 NJ0603  NGVD 29 (??/??/92)  278.048  (m)          912.23   (f) ADJ UNCH    1 2
 NJ0603
 NJ0603.Superseded values are not recommended for survey control.
 NJ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0603.See file dsdata.txt to determine how the superseded data were derived.
 NJ0603
 NJ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH050542(NAD 83)
 NJ0603_MARKER: DB = BENCH MARK DISK
 NJ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0603_STAMPING: F 12 1933
 NJ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0603+STABILITY: SURFACE MOTION
 NJ0603
 NJ0603  HISTORY     - Date     Condition        Report By
 NJ0603  HISTORY     - 1933     MONUMENTED       CGS
 NJ0603  HISTORY     - 1934     GOOD             NGS
 NJ0603
 NJ0603                          STATION DESCRIPTION
 NJ0603
 NJ0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0603'4.5 MI SW FROM ELGIN.
 NJ0603'4.5 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0603'RAILWAY FROM ELGIN, FAYETTE COUNTY, 0.3 MILE SOUTH OF MILEPOST
 NJ0603'81, 1/4 MILE NORTHWEST OF BRAINARD, 23 FEET NORTH OF THE
 NJ0603'CENTERLINE OF THE TRACK, AND 15 FEET SOUTH OF THE CENTERLINE
 NJ0603'OF A COUNTY ROAD.  A STANDARD DISK, STAMPED F 12 1933 AND SET
 NJ0603'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0211 ***********************************************************************
 LE0211  DESIGNATION -  F 120
 LE0211  PID         -  LE0211
 LE0211  STATE/COUNTY-  IA/APPANOOSE
 LE0211  USGS QUAD   -  MOULTON (1979)
 LE0211
 LE0211                         *CURRENT SURVEY CONTROL
 LE0211  ___________________________________________________________________
 LE0211* NAD 83(1986)-  40 40 54.     (N)    092 40 54.     (W)     SCALED    
 LE0211* NAVD 88     -       302.308  (meters)     991.82   (feet)  ADJUSTED  
 LE0211  ___________________________________________________________________
 LE0211  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 LE0211  DYNAMIC HT  -         302.159 (meters)     991.33  (feet)  COMP
 LE0211  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 LE0211
 LE0211  VERT ORDER  -  SECOND    CLASS 0
 LE0211
 LE0211.The horizontal coordinates were scaled from a topographic map and have
 LE0211.an estimated accuracy of +/- 6 seconds.
 LE0211
 LE0211.The orthometric height was determined by differential leveling
 LE0211.and adjusted by the National Geodetic Survey in June 1991..
 LE0211
 LE0211.The geoid height was determined by GEOID03.
 LE0211
 LE0211.The dynamic height is computed by dividing the NAVD 88
 LE0211.geopotential number by the normal gravity value computed on the
 LE0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0211.degrees latitude (g = 980.6199 gals.).
 LE0211
 LE0211.The modeled gravity was interpolated from observed gravity values.
 LE0211
 LE0211;                    North         East    Units  Estimated Accuracy
 LE0211;SPC IA S     -    76,020.      569,180.      MT  (+/- 180 meters Scaled)
 LE0211
 LE0211                          SUPERSEDED SURVEY CONTROL
 LE0211
 LE0211  NGVD 29 (??/??/92)  302.292  (m)          991.77   (f) ADJ UNCH    2 0
 LE0211
 LE0211.Superseded values are not recommended for survey control.
 LE0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0211.See file dsdata.txt to determine how the superseded data were derived.
 LE0211
 LE0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF269034(NAD 83)
 LE0211_MARKER: DB = BENCH MARK DISK
 LE0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0211_STAMPING: F 120 1935
 LE0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0211+STABILITY: SURFACE MOTION
 LE0211
 LE0211  HISTORY     - Date     Condition        Report By
 LE0211  HISTORY     - 1935     MONUMENTED       CGS
 LE0211  HISTORY     - 1943     GOOD             NGS
 LE0211
 LE0211                          STATION DESCRIPTION
 LE0211
 LE0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0211'AT MOULTON.
 LE0211'AT MOULTON, APPANOOSE COUNTY, ON THE WABASH RAILROAD, 9 POLES
 LE0211'NORTHWEST OF THE CROSSING OF THE CHICAGO, BURLINGTON AND
 LE0211'QUINCY RAILROAD, AT THE CROSSING OF FIRST STREET, 33 FEET
 LE0211'NORTHEAST OF THE CENTERLINE OF THE TRACK, 25 FEET SOUTH OF
 LE0211'THE CENTERLINE OF THE STREET, AND 1-1/2 FEET HIGHER THAN THE
 LE0211'TRACK.  A STANDARD DISK, STAMPED F 120 1935 AND SET IN THE TOP OF
 LE0211'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0019 ***********************************************************************
 LE0019  DESIGNATION -  F 121
 LE0019  PID         -  LE0019
 LE0019  STATE/COUNTY-  IA/DAVIS
 LE0019  USGS QUAD   -  MILTON (1970)
 LE0019
 LE0019                         *CURRENT SURVEY CONTROL
 LE0019  ___________________________________________________________________
 LE0019* NAD 83(1986)-  40 40 50.     (N)    092 12 08.     (W)     SCALED    
 LE0019* NAVD 88     -       249.198  (meters)     817.58   (feet)  ADJUSTED  
 LE0019  ___________________________________________________________________
 LE0019  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LE0019  DYNAMIC HT  -         249.076 (meters)     817.18  (feet)  COMP
 LE0019  MODELED GRAV-     980,129.1   (mgal)                       NAVD 88
 LE0019
 LE0019  VERT ORDER  -  SECOND    CLASS 0
 LE0019
 LE0019.The horizontal coordinates were scaled from a topographic map and have
 LE0019.an estimated accuracy of +/- 6 seconds.
 LE0019
 LE0019.The orthometric height was determined by differential leveling
 LE0019.and adjusted by the National Geodetic Survey in June 1991..
 LE0019
 LE0019.The geoid height was determined by GEOID03.
 LE0019
 LE0019.The dynamic height is computed by dividing the NAVD 88
 LE0019.geopotential number by the normal gravity value computed on the
 LE0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0019.degrees latitude (g = 980.6199 gals.).
 LE0019
 LE0019.The modeled gravity was interpolated from observed gravity values.
 LE0019
 LE0019;                    North         East    Units  Estimated Accuracy
 LE0019;SPC IA S     -    76,390.      609,710.      MT  (+/- 180 meters Scaled)
 LE0019
 LE0019                          SUPERSEDED SURVEY CONTROL
 LE0019
 LE0019  NGVD 29 (??/??/92)  249.187  (m)          817.54   (f) ADJ UNCH    2 0
 LE0019
 LE0019.Superseded values are not recommended for survey control.
 LE0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0019.See file dsdata.txt to determine how the superseded data were derived.
 LE0019
 LE0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF674036(NAD 83)
 LE0019_MARKER: DB = BENCH MARK DISK
 LE0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0019_STAMPING: F 121 1935
 LE0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0019+STABILITY: SURFACE MOTION
 LE0019
 LE0019  HISTORY     - Date     Condition        Report By
 LE0019  HISTORY     - 1935     MONUMENTED       CGS
 LE0019  HISTORY     - 1943     GOOD             NGS
 LE0019  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 LE0019
 LE0019                          STATION DESCRIPTION
 LE0019
 LE0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0019'2.3 MI W FROM MILTON.
 LE0019'IN DAVIS COUNTY, 2.3 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LE0019'AND QUINCY RAILROAD FROM THE STATION AT MILTON, VAN BUREN
 LE0019'COUNTY, 153 FEET EAST OF MILEPOST 71, AT A ROAD CROSSING, 90 FEET
 LE0019'WEST OF THE CENTERLINE OF THE ROAD, 30 FEET SOUTH OF THE
 LE0019'CENTERLINE OF THE TRACK, 30 FEET NORTH OF THE CENTERLINE OF
 LE0019'STATE HIGHWAY 2, 5 FEET NORTH OF A POWERLINE POLE, AND ABOUT 2
 LE0019'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 121 1935
 LE0019'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A METAL WITNESS
 LE0019'POST WAS SET 1 FOOT EAST OF THE MARK.
 LE0019
 LE0019                          STATION RECOVERY (2000)
 LE0019
 LE0019'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LE0019'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0020 ***********************************************************************
 LE0020  DESIGNATION -  F 121 RESET
 LE0020  PID         -  LE0020
 LE0020  STATE/COUNTY-  IA/DAVIS
 LE0020  USGS QUAD   -  MILTON (1970)
 LE0020
 LE0020                         *CURRENT SURVEY CONTROL
 LE0020  ___________________________________________________________________
 LE0020* NAD 83(1986)-  40 40 50.     (N)    092 12 08.     (W)     SCALED    
 LE0020* NAVD 88     -       249.09   (+/-2cm)     817.2    (feet)  VERTCON   
 LE0020  ___________________________________________________________________
 LE0020  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LE0020
 LE0020  VERT ORDER  -  THIRD (See Below)
 LE0020
 LE0020.The horizontal coordinates were scaled from a topographic map and have
 LE0020.an estimated accuracy of +/- 6 seconds.
 LE0020
 LE0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0020.The vertical order pertains to the NGVD 29 superseded value.
 LE0020
 LE0020.The geoid height was determined by GEOID03.
 LE0020
 LE0020;                    North         East    Units  Estimated Accuracy
 LE0020;SPC IA S     -    76,390.      609,710.      MT  (+/- 180 meters Scaled)
 LE0020
 LE0020                          SUPERSEDED SURVEY CONTROL
 LE0020
 LE0020  NGVD 29 (05/12/04)  249.08   (m)          817.2    (f) RESET       3  
 LE0020
 LE0020.Superseded values are not recommended for survey control.
 LE0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0020.See file dsdata.txt to determine how the superseded data were derived.
 LE0020
 LE0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF674036(NAD 83)
 LE0020_MARKER: Z = SEE DESCRIPTION
 LE0020_SETTING: 0 = UNSPECIFIED SETTING
 LE0020_STAMPING: F 121 RESET 1975
 LE0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0020
 LE0020  HISTORY     - Date     Condition        Report By
 LE0020  HISTORY     - 1975     MONUMENTED       NGS
 LE0020
 LE0020                          STATION DESCRIPTION
 LE0020
 LE0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LE0020'2.3 MI W FROM MILTON.
 LE0020'FROM THE POST OFFICE IN MILTON, GO SOUTH ON MAIN STREET 0.15 MILE
 LE0020'TO A T-ROAD, TURN RIGHT AND GO WESTERLY ON A SURFACED ROAD FOR
 LE0020'0.85 MILE TO STATE HIGHWAY 2, BEAR RIGHT AND GO WEST ON HIGHWAY
 LE0020'2 FOR 1.45 MILES TO THE BENCH MARK ON THE LEFT, 95 FEET SOUTH
 LE0020'OF THE CENTER OF THE HIGHWAY, 1 FOOT EAST OF A METAL WITNESS
 LE0020'POST, ON THE SOUTH RIGHT-OF-WAY OF THE HIGHWAY AND NEAR HIGHWAY
 LE0020'STATIONING 2304.  A 4 INCH CAST ALUMINUM BENCH MARK, STAMPED
 LE0020'F 121 RESET 1975, SET FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0480 ***********************************************************************
 MG0480  DESIGNATION -  F 123
 MG0480  PID         -  MG0480
 MG0480  STATE/COUNTY-  IA/HENRY
 MG0480  USGS QUAD   -  SWEDESBURG (1981)
 MG0480
 MG0480                         *CURRENT SURVEY CONTROL
 MG0480  ___________________________________________________________________
 MG0480* NAD 83(1986)-  41 03 40.     (N)    091 32 38.     (W)     SCALED    
 MG0480* NAVD 88     -       219.477  (meters)     720.07   (feet)  ADJUSTED  
 MG0480  ___________________________________________________________________
 MG0480  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MG0480  DYNAMIC HT  -         219.380 (meters)     719.75  (feet)  COMP
 MG0480  MODELED GRAV-     980,177.7   (mgal)                       NAVD 88
 MG0480
 MG0480  VERT ORDER  -  SECOND    CLASS 0
 MG0480
 MG0480.The horizontal coordinates were scaled from a topographic map and have
 MG0480.an estimated accuracy of +/- 6 seconds.
 MG0480
 MG0480.The orthometric height was determined by differential leveling
 MG0480.and adjusted by the National Geodetic Survey in June 1991..
 MG0480
 MG0480.The geoid height was determined by GEOID03.
 MG0480
 MG0480.The dynamic height is computed by dividing the NAVD 88
 MG0480.geopotential number by the normal gravity value computed on the
 MG0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0480.degrees latitude (g = 980.6199 gals.).
 MG0480
 MG0480.The modeled gravity was interpolated from observed gravity values.
 MG0480
 MG0480;                    North         East    Units  Estimated Accuracy
 MG0480;SPC IA S     -   119,680.      664,400.      MT  (+/- 180 meters Scaled)
 MG0480
 MG0480                          SUPERSEDED SURVEY CONTROL
 MG0480
 MG0480  NGVD 29 (??/??/92)  219.522  (m)          720.22   (f) ADJ UNCH    2 0
 MG0480
 MG0480.Superseded values are not recommended for survey control.
 MG0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0480.See file dsdata.txt to determine how the superseded data were derived.
 MG0480
 MG0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF223465(NAD 83)
 MG0480_MARKER: DB = BENCH MARK DISK
 MG0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0480_STAMPING: F 123 1935
 MG0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0480+STABILITY: SURFACE MOTION
 MG0480
 MG0480  HISTORY     - Date     Condition        Report By
 MG0480  HISTORY     - 1935     MONUMENTED       CGS
 MG0480  HISTORY     - 1941     GOOD             NGS
 MG0480  HISTORY     - 1976     MARK NOT FOUND   USGS
 MG0480
 MG0480                          STATION DESCRIPTION
 MG0480
 MG0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0480'5.1 MI S FROM OLDS.
 MG0480'5.1 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE MINNEAPOLIS
 MG0480'AND ST. LOUIS RAILROAD STATION AT OLDS, 500 FEET NORTH OF THE
 MG0480'PRAIRIE GEM METHODIST EPISCOPAL CHURCH, AT A CROSSROADS,
 MG0480'ACROSS THE HIGHWAY FROM A SCHOOL, 60 FEET EAST OF THE
 MG0480'CENTERLINE OF THE HIGHWAY, 50 FEET SOUTH OF THE CENTERLINE
 MG0480'OF THE ROAD, 15 FEET SOUTH OF A FENCE CORNER, 18 INCHES WEST
 MG0480'OF A FENCE, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 MG0480'DISK, STAMPED F 123 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MG0480'NOTE-- BENCH MARK IS 7 MI. NORTH OF MT. PLEASANT.
 MG0480
 MG0480                          STATION RECOVERY (1976)
 MG0480
 MG0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MG0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0033 ***********************************************************************
 LE0033  DESIGNATION -  F 124
 LE0033  PID         -  LE0033
 LE0033  STATE/COUNTY-  IA/JEFFERSON
 LE0033  USGS QUAD   -  ELDON (1965)
 LE0033
 LE0033                         *CURRENT SURVEY CONTROL
 LE0033  ___________________________________________________________________
 LE0033* NAD 83(1986)-  40 59 32.     (N)    092 10 02.     (W)     SCALED    
 LE0033* NAVD 88     -       222.982  (meters)     731.57   (feet)  ADJUSTED  
 LE0033  ___________________________________________________________________
 LE0033  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 LE0033  DYNAMIC HT  -         222.880 (meters)     731.23  (feet)  COMP
 LE0033  MODELED GRAV-     980,165.5   (mgal)                       NAVD 88
 LE0033
 LE0033  VERT ORDER  -  SECOND    CLASS 0
 LE0033
 LE0033.The horizontal coordinates were scaled from a topographic map and have
 LE0033.an estimated accuracy of +/- 6 seconds.
 LE0033
 LE0033.The orthometric height was determined by differential leveling
 LE0033.and adjusted by the National Geodetic Survey in June 1991..
 LE0033
 LE0033.The geoid height was determined by GEOID03.
 LE0033
 LE0033.The dynamic height is computed by dividing the NAVD 88
 LE0033.geopotential number by the normal gravity value computed on the
 LE0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0033.degrees latitude (g = 980.6199 gals.).
 LE0033
 LE0033.The modeled gravity was interpolated from observed gravity values.
 LE0033
 LE0033;                    North         East    Units  Estimated Accuracy
 LE0033;SPC IA S     -   111,040.      612,140.      MT  (+/- 180 meters Scaled)
 LE0033
 LE0033                          SUPERSEDED SURVEY CONTROL
 LE0033
 LE0033  NGVD 29 (??/??/92)  222.984  (m)          731.57   (f) ADJ UNCH    2 0
 LE0033
 LE0033.Superseded values are not recommended for survey control.
 LE0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0033.See file dsdata.txt to determine how the superseded data were derived.
 LE0033
 LE0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF700382(NAD 83)
 LE0033_MARKER: DB = BENCH MARK DISK
 LE0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0033_STAMPING: F 124 1935
 LE0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0033+STABILITY: SURFACE MOTION
 LE0033
 LE0033  HISTORY     - Date     Condition        Report By
 LE0033  HISTORY     - 1935     MONUMENTED       CGS
 LE0033  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 LE0033
 LE0033                          STATION DESCRIPTION
 LE0033
 LE0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0033'AT BATAVIA.
 LE0033'AT BATAVIA, JEFFERSON COUNTY, ON THE CHICAGO, BURLINGTON AND
 LE0033'QUINCY RAILROAD, 60 FEET NORTH OF THE STATION AT THE SOUTHEAST
 LE0033'CORNER OF THE CITY SQUARE, 3 FEET NORTH OF THE CORNER POST, AND
 LE0033'4 INCHES EAST OF A CONCRETE CURB.  A STANDARD DISK, STAMPED
 LE0033'F 124 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LE0033'GROUND.
 LE0033
 LE0033                          STATION RECOVERY (2000)
 LE0033
 LE0033'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LE0033'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0433 ***********************************************************************
 MG0433  DESIGNATION -  F 126
 MG0433  PID         -  MG0433
 MG0433  STATE/COUNTY-  IA/HENRY
 MG0433  USGS QUAD   -  WINFIELD SOUTH (1981)
 MG0433
 MG0433                         *CURRENT SURVEY CONTROL
 MG0433  ___________________________________________________________________
 MG0433* NAD 83(1986)-  41 06 53.     (N)    091 24 20.     (W)     SCALED    
 MG0433* NAVD 88     -       210.651  (meters)     691.11   (feet)  ADJUSTED  
 MG0433  ___________________________________________________________________
 MG0433  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MG0433  DYNAMIC HT  -         210.558 (meters)     690.81  (feet)  COMP
 MG0433  MODELED GRAV-     980,178.6   (mgal)                       NAVD 88
 MG0433
 MG0433  VERT ORDER  -  SECOND    CLASS 0
 MG0433
 MG0433.The horizontal coordinates were scaled from a topographic map and have
 MG0433.an estimated accuracy of +/- 6 seconds.
 MG0433
 MG0433.The orthometric height was determined by differential leveling
 MG0433.and adjusted by the National Geodetic Survey in June 1991..
 MG0433
 MG0433.The geoid height was determined by GEOID03.
 MG0433
 MG0433.The dynamic height is computed by dividing the NAVD 88
 MG0433.geopotential number by the normal gravity value computed on the
 MG0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0433.degrees latitude (g = 980.6199 gals.).
 MG0433
 MG0433.The modeled gravity was interpolated from observed gravity values.
 MG0433
 MG0433;                    North         East    Units  Estimated Accuracy
 MG0433;SPC IA S     -   125,910.      675,890.      MT  (+/- 180 meters Scaled)
 MG0433
 MG0433                          SUPERSEDED SURVEY CONTROL
 MG0433
 MG0433  NGVD 29 (??/??/92)  210.701  (m)          691.27   (f) ADJ UNCH    2 0
 MG0433
 MG0433.Superseded values are not recommended for survey control.
 MG0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0433.See file dsdata.txt to determine how the superseded data were derived.
 MG0433
 MG0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF338527(NAD 83)
 MG0433_MARKER: DB = BENCH MARK DISK
 MG0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0433_STAMPING: F 126 1935
 MG0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0433+STABILITY: SURFACE MOTION
 MG0433
 MG0433  HISTORY     - Date     Condition        Report By
 MG0433  HISTORY     - 1935     MONUMENTED       CGS
 MG0433  HISTORY     - 1941     GOOD             NGS
 MG0433  HISTORY     - 1979     MARK NOT FOUND   NGS
 MG0433
 MG0433                          STATION DESCRIPTION
 MG0433
 MG0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0433'1.7 MI E FROM WINFIELD.
 MG0433'1.7 MILES EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 MG0433'FROM THE STATION AT WINFIELD, HENRY COUNTY, ABOUT ONE MILE EAST
 MG0433'OF THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 MG0433'ABOUT 300 FEET WEST OF THE STATIONE ONE MILE SIGN, 33 FEET WEST OF
 MG0433'THE CENTERLINE OF THE ROAD AND 21 FEET NORTH OF THE CENTERLINE
 MG0433'OF THE TRACK, 9 FEET WEST OF A FENCE CORNER, 2 FEET SOUTH OF THE
 MG0433'RIGHT-OF-WAY FENCE, AND 3 FEET LOWER THAN THE TRACK.  A
 MG0433'STANDARD DISK, STAMPED F 126 1935 AND SET IN THE TOP OF A
 MG0433'CONCRETE POST.
 MG0433
 MG0433                          STATION RECOVERY (1979)
 MG0433
 MG0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MG0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0580 ***********************************************************************
 MJ0580  DESIGNATION -  F 127
 MJ0580  PID         -  MJ0580
 MJ0580  STATE/COUNTY-  IA/MILLS
 MJ0580  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0580
 MJ0580                         *CURRENT SURVEY CONTROL
 MJ0580  ___________________________________________________________________
 MJ0580* NAD 83(1986)-  41 01 07.     (N)    095 48 11.     (W)     SCALED    
 MJ0580* NAVD 88     -       292.882  (meters)     960.90   (feet)  ADJUSTED  
 MJ0580  ___________________________________________________________________
 MJ0580  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ0580  DYNAMIC HT  -         292.760 (meters)     960.50  (feet)  COMP
 MJ0580  MODELED GRAV-     980,201.1   (mgal)                       NAVD 88
 MJ0580
 MJ0580  VERT ORDER  -  FIRST     CLASS II
 MJ0580
 MJ0580.The horizontal coordinates were scaled from a topographic map and have
 MJ0580.an estimated accuracy of +/- 6 seconds.
 MJ0580
 MJ0580.The orthometric height was determined by differential leveling
 MJ0580.and adjusted by the National Geodetic Survey in June 1991..
 MJ0580
 MJ0580.The geoid height was determined by GEOID03.
 MJ0580
 MJ0580.The dynamic height is computed by dividing the NAVD 88
 MJ0580.geopotential number by the normal gravity value computed on the
 MJ0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0580.degrees latitude (g = 980.6199 gals.).
 MJ0580
 MJ0580.The modeled gravity was interpolated from observed gravity values.
 MJ0580
 MJ0580;                    North         East    Units  Estimated Accuracy
 MJ0580;SPC IA S     -   115,680.      306,320.      MT  (+/- 180 meters Scaled)
 MJ0580
 MJ0580                          SUPERSEDED SURVEY CONTROL
 MJ0580
 MJ0580  NGVD 29 (??/??/92)  292.793  (m)          960.61   (f) ADJ UNCH    1 2
 MJ0580
 MJ0580.Superseded values are not recommended for survey control.
 MJ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0580.See file dsdata.txt to determine how the superseded data were derived.
 MJ0580
 MJ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF643446(NAD 83)
 MJ0580_MARKER: DB = BENCH MARK DISK
 MJ0580_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MJ0580_SP_SET: FOUNDATION
 MJ0580_STAMPING: F 127 1947
 MJ0580_MARK LOGO: CGS   
 MJ0580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MJ0580+STABILITY: POSITION/ELEVATION WELL
 MJ0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0580+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 MJ0580
 MJ0580  HISTORY     - Date     Condition        Report By
 MJ0580  HISTORY     - 1947     MONUMENTED       CGS
 MJ0580  HISTORY     - 19890724 GOOD             NGS
 MJ0580
 MJ0580                          STATION DESCRIPTION
 MJ0580
 MJ0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0580'AT PACIFIC JUNCTION.
 MJ0580'THE MARK IS IN THE EAST WALL OF THE PACIFIC JUNCTION PUBLIC
 MJ0580'SCHOOL, 2.0 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING,
 MJ0580'SET VERTICALLY IN A DRILL HOLE IN A BRICK WALL AND ABOUT 3.0
 MJ0580'FEET ABOVE THE SURFACE OF THE GROUND.
 MJ0580
 MJ0580                          STATION RECOVERY (1989)
 MJ0580
 MJ0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0580'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  NOTE--THE
 MJ0580'PACIFIC JUNCTION PUBLIC SCHOOL HAS BEEN ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0886 ***********************************************************************
 LF0886  DESIGNATION -  F 128
 LF0886  PID         -  LF0886
 LF0886  STATE/COUNTY-  IA/MILLS
 LF0886  USGS QUAD   -  ROCK BLUFF (1984)
 LF0886
 LF0886                         *CURRENT SURVEY CONTROL
 LF0886  ___________________________________________________________________
 LF0886* NAD 83(1986)-  40 57 23.     (N)    095 47 54.     (W)     SCALED    
 LF0886* NAVD 88     -       289.010  (meters)     948.19   (feet)  ADJUSTED  
 LF0886  ___________________________________________________________________
 LF0886  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 LF0886  DYNAMIC HT  -         288.887 (meters)     947.79  (feet)  COMP
 LF0886  MODELED GRAV-     980,187.6   (mgal)                       NAVD 88
 LF0886
 LF0886  VERT ORDER  -  FIRST     CLASS II
 LF0886
 LF0886.The horizontal coordinates were scaled from a topographic map and have
 LF0886.an estimated accuracy of +/- 6 seconds.
 LF0886
 LF0886.The orthometric height was determined by differential leveling
 LF0886.and adjusted by the National Geodetic Survey in June 1991..
 LF0886
 LF0886.The geoid height was determined by GEOID03.
 LF0886
 LF0886.The dynamic height is computed by dividing the NAVD 88
 LF0886.geopotential number by the normal gravity value computed on the
 LF0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0886.degrees latitude (g = 980.6199 gals.).
 LF0886
 LF0886.The modeled gravity was interpolated from observed gravity values.
 LF0886
 LF0886;                    North         East    Units  Estimated Accuracy
 LF0886;SPC IA S     -   108,760.      306,530.      MT  (+/- 180 meters Scaled)
 LF0886
 LF0886                          SUPERSEDED SURVEY CONTROL
 LF0886
 LF0886  NGVD 29 (??/??/92)  288.927  (m)          947.92   (f) ADJ UNCH    1 2
 LF0886
 LF0886.Superseded values are not recommended for survey control.
 LF0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0886.See file dsdata.txt to determine how the superseded data were derived.
 LF0886
 LF0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF644376(NAD 83)
 LF0886_MARKER: DB = BENCH MARK DISK
 LF0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0886_SP_SET: CONCRETE POST
 LF0886_STAMPING: F 128 1947
 LF0886_MARK LOGO: CGS   
 LF0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0886+STABILITY: SURFACE MOTION
 LF0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0886+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 LF0886
 LF0886  HISTORY     - Date     Condition        Report By
 LF0886  HISTORY     - 1947     MONUMENTED       CGS
 LF0886  HISTORY     - 19890724 GOOD             NGS
 LF0886
 LF0886                          STATION DESCRIPTION
 LF0886
 LF0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0886'4.9 MI N FROM BARTLETT.
 LF0886'4.9 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0886'FROM THE STATION AT BARTLETT, 170.0 FEET NORTH OF THE CENTER
 LF0886'OF A PRIVATE EAST-WEST ROAD WHICH CROSSES THE TRACK, 12.7 FEET
 LF0886'EAST OF A TELEPHONE POLE, 3.0 FEET NORTH OF A REFERENCE POST,
 LF0886'1.1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE, SET IN A CONCRETE
 LF0886'POST ABOUT 2 FEET BELOW THE TRACK AND PROJECTING 0.4 FOOT.
 LF0886'THIS BENCH MARK IS 0.7 MILE SOUTH ALONG THE CHICAGO, BURLINGTON
 LF0886'AND QUINCY RAILROAD FROM MISSOURI RIVER COMMISSION P.B.M. 335
 LF0886'WHICH IS REFERENCED FROM PACIFIC JUNCTION.
 LF0886
 LF0886                          STATION RECOVERY (1989)
 LF0886
 LF0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0886'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.9 KM
 LF0886'(4.30 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0886'JUNCTION OF STATE HIGHWAY 385 BUSINESS IN PACIFIC JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0131 ***********************************************************************
 NM0131  DESIGNATION -  F 129
 NM0131  PID         -  NM0131
 NM0131  STATE/COUNTY-  IA/WOODBURY
 NM0131  USGS QUAD   -  SALIX (1976)
 NM0131
 NM0131                         *CURRENT SURVEY CONTROL
 NM0131  ___________________________________________________________________
 NM0131* NAD 83(1986)-  42 17 39.     (N)    096 16 29.     (W)     SCALED    
 NM0131* NAVD 88     -       329.152  (meters)    1079.89   (feet)  ADJUSTED  
 NM0131  ___________________________________________________________________
 NM0131  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 NM0131  DYNAMIC HT  -         329.045 (meters)    1079.54  (feet)  COMP
 NM0131  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 NM0131
 NM0131  VERT ORDER  -  FIRST     CLASS II
 NM0131
 NM0131.The horizontal coordinates were scaled from a topographic map and have
 NM0131.an estimated accuracy of +/- 6 seconds.
 NM0131
 NM0131.The orthometric height was determined by differential leveling
 NM0131.and adjusted by the National Geodetic Survey in June 1991..
 NM0131
 NM0131.The geoid height was determined by GEOID03.
 NM0131
 NM0131.The dynamic height is computed by dividing the NAVD 88
 NM0131.geopotential number by the normal gravity value computed on the
 NM0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0131.degrees latitude (g = 980.6199 gals.).
 NM0131
 NM0131.The modeled gravity was interpolated from observed gravity values.
 NM0131
 NM0131;                    North         East    Units  Estimated Accuracy
 NM0131;SPC IA N     - 1,091,970.    1,271,220.      MT  (+/- 180 meters Scaled)
 NM0131
 NM0131                          SUPERSEDED SURVEY CONTROL
 NM0131
 NM0131  NGVD 29 (??/??/92)  328.998  (m)         1079.39   (f) ADJ UNCH    1 2
 NM0131
 NM0131.Superseded values are not recommended for survey control.
 NM0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0131.See file dsdata.txt to determine how the superseded data were derived.
 NM0131
 NM0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM246860(NAD 83)
 NM0131_MARKER: DB = BENCH MARK DISK
 NM0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0131_SP_SET: CONCRETE POST
 NM0131_STAMPING: F 129 1948
 NM0131_MARK LOGO: CGS   
 NM0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0131+STABILITY: SURFACE MOTION
 NM0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0131+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1989
 NM0131
 NM0131  HISTORY     - Date     Condition        Report By
 NM0131  HISTORY     - 1948     MONUMENTED       CGS
 NM0131  HISTORY     - 19890911 GOOD             NGS
 NM0131
 NM0131                          STATION DESCRIPTION
 NM0131
 NM0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0131'1.1 MI SE FROM SALIX.
 NM0131'1.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0131'FROM THE STATION AT SALIX, 100 YARDS NORTHWEST OF A FENCE
 NM0131'CORNER WHICH IS ON THE NORTHEAST SIDE OF THE HIGHWAY, 50 YARDS
 NM0131'NORTHEAST OF A FENCE CORNER WHICH IS ON THE SOUTHWEST SIDE OF THE
 NM0131'RAILROAD, 43.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 40.4 FEET
 NM0131'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 75, 2.6 FEET NORTHEAST
 NM0131'OF A TELEPHONE POLE, 1.8 FEET NORTHWEST OF A WITNESS POST, SET
 NM0131'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 NM0131'GROUND.
 NM0131
 NM0131                          STATION RECOVERY (1989)
 NM0131
 NM0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0131'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 NM0131'CHANGE--STATION, TO POPLAR STREET, AND 1.8 FEET, TO 0.3 M (1.0 FT).
 NM0131'ADD--LEVEL WITH THE HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0090 ***********************************************************************
 NL0090  DESIGNATION -  F 13
 NL0090  PID         -  NL0090
 NL0090  STATE/COUNTY-  IA/CALHOUN
 NL0090  USGS QUAD   -  KNIERIM (1965)
 NL0090
 NL0090                         *CURRENT SURVEY CONTROL
 NL0090  ___________________________________________________________________
 NL0090* NAD 83(1986)-  42 27 14.     (N)    094 27 27.     (W)     SCALED    
 NL0090* NAVD 88     -       358.354  (meters)    1175.70   (feet)  ADJUSTED  
 NL0090  ___________________________________________________________________
 NL0090  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 NL0090  DYNAMIC HT  -         358.222 (meters)    1175.27  (feet)  COMP
 NL0090  MODELED GRAV-     980,244.2   (mgal)                       NAVD 88
 NL0090
 NL0090  VERT ORDER  -  FIRST     CLASS II
 NL0090
 NL0090.The horizontal coordinates were scaled from a topographic map and have
 NL0090.an estimated accuracy of +/- 6 seconds.
 NL0090
 NL0090.The orthometric height was determined by differential leveling
 NL0090.and adjusted by the National Geodetic Survey in June 1991..
 NL0090
 NL0090.The geoid height was determined by GEOID03.
 NL0090
 NL0090.The dynamic height is computed by dividing the NAVD 88
 NL0090.geopotential number by the normal gravity value computed on the
 NL0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0090.degrees latitude (g = 980.6199 gals.).
 NL0090
 NL0090.The modeled gravity was interpolated from observed gravity values.
 NL0090
 NL0090;                    North         East    Units  Estimated Accuracy
 NL0090;SPC IA N     - 1,106,400.    1,421,240.      MT  (+/- 180 meters Scaled)
 NL0090
 NL0090                          SUPERSEDED SURVEY CONTROL
 NL0090
 NL0090  NGVD 29 (??/??/92)  358.282  (m)         1175.46   (f) ADJ UNCH    1 2
 NL0090
 NL0090.Superseded values are not recommended for survey control.
 NL0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0090.See file dsdata.txt to determine how the superseded data were derived.
 NL0090
 NL0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH801012(NAD 83)
 NL0090_MARKER: DB = BENCH MARK DISK
 NL0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0090_STAMPING: 1175.464 F 13 1933
 NL0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0090+STABILITY: SURFACE MOTION
 NL0090
 NL0090  HISTORY     - Date     Condition        Report By
 NL0090  HISTORY     - 1933     MONUMENTED       CGS
 NL0090  HISTORY     - 1951     GOOD             NGS
 NL0090
 NL0090                          STATION DESCRIPTION
 NL0090
 NL0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NL0090'AT KNIERIM.
 NL0090'AT KNIERIM, CALHOUN COUNTY, 42 FEET SOUTHWEST OF THE SOUTHWEST
 NL0090'END OF THE ILLINOIS CENTRAL RAILROAD STATION, 174 FEET NORTHEAST
 NL0090'OF A STREET CROSSING, 13 FEET SOUTH OF THE SOUTH RAIL OF THE
 NL0090'MAIN TRACK, 30 YARDS SOUTH OF THE CENTERLINE OF A GRAVEL ROAD,
 NL0090'BETWEEN THE MAIN TRACK AND THE SOUTHERLY SIDE TRACK.  A
 NL0090'STANDARD DISK, STAMPED 1175.464 F 13 1933 AND SET IN THE TOP
 NL0090'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0586 ***********************************************************************
 MJ0586  DESIGNATION -  F 130
 MJ0586  PID         -  MJ0586
 MJ0586  STATE/COUNTY-  IA/MILLS
 MJ0586  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0586
 MJ0586                         *CURRENT SURVEY CONTROL
 MJ0586  ___________________________________________________________________
 MJ0586* NAD 83(1986)-  41 03 55.     (N)    095 48 24.     (W)     SCALED    
 MJ0586* NAVD 88     -       298.353  (meters)     978.85   (feet)  ADJUSTED  
 MJ0586  ___________________________________________________________________
 MJ0586  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 MJ0586  DYNAMIC HT  -         298.229 (meters)     978.44  (feet)  COMP
 MJ0586  MODELED GRAV-     980,198.1   (mgal)                       NAVD 88
 MJ0586
 MJ0586  VERT ORDER  -  FIRST     CLASS II
 MJ0586
 MJ0586.The horizontal coordinates were scaled from a topographic map and have
 MJ0586.an estimated accuracy of +/- 6 seconds.
 MJ0586
 MJ0586.The orthometric height was determined by differential leveling
 MJ0586.and adjusted by the National Geodetic Survey in June 1991..
 MJ0586
 MJ0586.The geoid height was determined by GEOID03.
 MJ0586
 MJ0586.The dynamic height is computed by dividing the NAVD 88
 MJ0586.geopotential number by the normal gravity value computed on the
 MJ0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0586.degrees latitude (g = 980.6199 gals.).
 MJ0586
 MJ0586.The modeled gravity was interpolated from observed gravity values.
 MJ0586
 MJ0586;                    North         East    Units  Estimated Accuracy
 MJ0586;SPC IA S     -   120,870.      306,150.      MT  (+/- 180 meters Scaled)
 MJ0586
 MJ0586                          SUPERSEDED SURVEY CONTROL
 MJ0586
 MJ0586  NGVD 29 (??/??/92)  298.263  (m)          978.55   (f) ADJ UNCH    1 2
 MJ0586
 MJ0586.Superseded values are not recommended for survey control.
 MJ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0586.See file dsdata.txt to determine how the superseded data were derived.
 MJ0586
 MJ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF641498(NAD 83)
 MJ0586_MARKER: DB = BENCH MARK DISK
 MJ0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0586_STAMPING: F 130 1948
 MJ0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0586+STABILITY: SURFACE MOTION
 MJ0586
 MJ0586  HISTORY     - Date     Condition        Report By
 MJ0586  HISTORY     - 1948     MONUMENTED       CGS
 MJ0586  HISTORY     - 1948     GOOD             NGS
 MJ0586  HISTORY     - 19890725 MARK NOT FOUND   NGS
 MJ0586
 MJ0586                          STATION DESCRIPTION
 MJ0586
 MJ0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0586'4 MI N FROM PACIFIC JUNCTION.
 MJ0586'3.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MJ0586'RAILROAD FROM THE RAILROAD CROSSING A PACIFIC JUNCTION, THENCE
 MJ0586'0.35 MILE EAST ALONG A FARM ROAD, THENCE 0.1 MILE SOUTH ALONG
 MJ0586'A GRAVEL ROAD WHICH FOLLOWS THE BASE OF THE BLUFFS, 203.6
 MJ0586'FEET SOUTH OF THE CENTER OF A WALKWAY LEADING TO THE FRONT DOOR
 MJ0586'OF THE HOME OF L.L. LINCOLN, 25.0 FEET WEST OF THE CENTER LINE
 MJ0586'OF THE GRAVEL ROAD, 6.3 FEET NORTHWEST OF THE NORTHWEST CORNER
 MJ0586'OF A BARN LOT, 3.1 FEET NORTHEAST OF THE SOUTHEAST LEG OF A
 MJ0586'STEEL TOWER FOR A WINDMILL, SET IN THE TOP OF A CONCRETE
 MJ0586'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND AND ABOUT 1.5
 MJ0586'FEET BELOW THE ROAD LEVEL.
 MJ0586
 MJ0586                          STATION RECOVERY (1948)
 MJ0586
 MJ0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0586'RECOVERED IN GOOD CONDITION.
 MJ0586
 MJ0586                          STATION RECOVERY (1989)
 MJ0586
 MJ0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1124 ***********************************************************************
 LF1124  DESIGNATION -  F 131
 LF1124  PID         -  LF1124
 LF1124  STATE/COUNTY-  IA/MILLS
 LF1124  USGS QUAD   -  ROCK BLUFF (1984)
 LF1124
 LF1124                         *CURRENT SURVEY CONTROL
 LF1124  ___________________________________________________________________
 LF1124* NAD 83(1986)-  40 57 21.     (N)    095 48 30.     (W)     SCALED    
 LF1124* NAVD 88     -       289.535  (meters)     949.92   (feet)  ADJUSTED  
 LF1124  ___________________________________________________________________
 LF1124  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 LF1124  DYNAMIC HT  -         289.411 (meters)     949.51  (feet)  COMP
 LF1124  MODELED GRAV-     980,187.6   (mgal)                       NAVD 88
 LF1124
 LF1124  VERT ORDER  -  FIRST     CLASS II
 LF1124
 LF1124.The horizontal coordinates were scaled from a topographic map and have
 LF1124.an estimated accuracy of +/- 6 seconds.
 LF1124
 LF1124.The orthometric height was determined by differential leveling
 LF1124.and adjusted by the National Geodetic Survey in June 1991..
 LF1124
 LF1124.The geoid height was determined by GEOID03.
 LF1124
 LF1124.The dynamic height is computed by dividing the NAVD 88
 LF1124.geopotential number by the normal gravity value computed on the
 LF1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1124.degrees latitude (g = 980.6199 gals.).
 LF1124
 LF1124.The modeled gravity was interpolated from observed gravity values.
 LF1124
 LF1124;                    North         East    Units  Estimated Accuracy
 LF1124;SPC IA S     -   108,720.      305,690.      MT  (+/- 180 meters Scaled)
 LF1124
 LF1124                          SUPERSEDED SURVEY CONTROL
 LF1124
 LF1124  NGVD 29 (??/??/92)  289.442  (m)          949.61   (f) ADJ UNCH    1 2
 LF1124
 LF1124.Superseded values are not recommended for survey control.
 LF1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1124.See file dsdata.txt to determine how the superseded data were derived.
 LF1124
 LF1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF636376(NAD 83)
 LF1124_MARKER: DB = BENCH MARK DISK
 LF1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1124_SP_SET: CONCRETE POST
 LF1124_STAMPING: F 131 1948
 LF1124_MARK LOGO: CGS   
 LF1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1124+STABILITY: SURFACE MOTION
 LF1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1124+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2001
 LF1124
 LF1124  HISTORY     - Date     Condition        Report By
 LF1124  HISTORY     - 1948     MONUMENTED       CGS
 LF1124  HISTORY     - 19890725 GOOD             NGS
 LF1124  HISTORY     - 20011006 GOOD             JCLS
 LF1124  HISTORY     - 20011009 GOOD             JCLS
 LF1124
 LF1124                          STATION DESCRIPTION
 LF1124
 LF1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1124'4.8 MI SW FROM PACIFIC JUNCTION.
 LF1124'1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1124'FROM THE STATION AT PACIFIC JUNCTION, THENCE 0.5 MILE WEST ALONG
 LF1124'U.S. HIGHWAY 34, THENCE 3.1 MILES SOUTH ALONG A GRAVEL ROAD
 LF1124'(COUNTY ROAD G), 39.0 FEET EAST OF THE CENTER LINE OF THE
 LF1124'NORTH-SOUTH ROAD, 19.5 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 LF1124'DRIVE LEADING EAST TO A FARMHOUSE, 7.0 FEET WEST OF A POINT IN
 LF1124'LINE WITH A ROW OF LARGE TREES, 1.0 FOOT WEST OF A FENCE, 1.5 FEET
 LF1124'NORTH OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LF1124'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- MARK IS LOCATED
 LF1124'0.9 MILE NORTH OF G 131.
 LF1124
 LF1124                          STATION RECOVERY (1989)
 LF1124
 LF1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1124'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.9 KM
 LF1124'(1.20 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF1124'JUNCTION OF STATE HIGHWAY 385 BUSINESS IN PACIFIC JUNCTION, THENCE 0.8
 LF1124'KM (0.50 MI) WEST ALONG STATE HIGHWAY 385, THENCE 5.2 KM (3.25 MI)
 LF1124'SOUTHERLY ALONG COUNTY ROAD L 31, 60.0 M (196.8 FT) SOUTH OF THE
 LF1124'CENTER OF A DRIVEWAY, 11.6 M (38.1 FT) EAST OF THE CENTER OF THE ROAD,
 LF1124'4.1 M (13.5 FT) SOUTH OF A FENCE, 1.7 M (5.6 FT) EAST OF A WITNESS
 LF1124'POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND IN A
 LF1124'CONCRETE MONUMENT THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 LF1124'SURFACE.
 LF1124
 LF1124                          STATION RECOVERY (2001)
 LF1124
 LF1124'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 LF1124'RECOVERED IN GOOD CONDITION.
 LF1124
 LF1124                          STATION RECOVERY (2001)
 LF1124
 LF1124'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 LF1124'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0825 ***********************************************************************
 MJ0825  DESIGNATION -  F 132
 MJ0825  PID         -  MJ0825
 MJ0825  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0825  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0825
 MJ0825                         *CURRENT SURVEY CONTROL
 MJ0825  ___________________________________________________________________
 MJ0825* NAD 83(1986)-  41 12 25.     (N)    095 52 24.     (W)     SCALED    
 MJ0825* NAVD 88     -       295.879  (meters)     970.73   (feet)  ADJUSTED  
 MJ0825  ___________________________________________________________________
 MJ0825  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 MJ0825  DYNAMIC HT  -         295.759 (meters)     970.34  (feet)  COMP
 MJ0825  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 MJ0825
 MJ0825  VERT ORDER  -  SECOND    CLASS 0
 MJ0825
 MJ0825.The horizontal coordinates were scaled from a topographic map and have
 MJ0825.an estimated accuracy of +/- 6 seconds.
 MJ0825
 MJ0825.The orthometric height was determined by differential leveling
 MJ0825.and adjusted by the National Geodetic Survey in June 1991..
 MJ0825
 MJ0825.The geoid height was determined by GEOID03.
 MJ0825
 MJ0825.The dynamic height is computed by dividing the NAVD 88
 MJ0825.geopotential number by the normal gravity value computed on the
 MJ0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0825.degrees latitude (g = 980.6199 gals.).
 MJ0825
 MJ0825.The modeled gravity was interpolated from observed gravity values.
 MJ0825
 MJ0825;                    North         East    Units  Estimated Accuracy
 MJ0825;SPC IA S     -   136,750.      300,980.      MT  (+/- 180 meters Scaled)
 MJ0825
 MJ0825                          SUPERSEDED SURVEY CONTROL
 MJ0825
 MJ0825  NGVD 29 (??/??/92)  295.767  (m)          970.36   (f) ADJ UNCH    2 0
 MJ0825
 MJ0825.Superseded values are not recommended for survey control.
 MJ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0825.See file dsdata.txt to determine how the superseded data were derived.
 MJ0825
 MJ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF590657(NAD 83)
 MJ0825_MARKER: DB = BENCH MARK DISK
 MJ0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0825_STAMPING: F 132 1948
 MJ0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0825+STABILITY: SURFACE MOTION
 MJ0825
 MJ0825  HISTORY     - Date     Condition        Report By
 MJ0825  HISTORY     - 1948     MONUMENTED       CGS
 MJ0825
 MJ0825                          STATION DESCRIPTION
 MJ0825
 MJ0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0825'2.6 MI SW FROM MANAWA PARK.
 MJ0825'1.25 MILE WEST AND 0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 275
 MJ0825'FROM THE MANAWA PARK SCHOOL AND THE CROSSING OF U.S. HIGHWAY
 MJ0825'275 AND STATE HIGHWAY 192 AT MANAWA PARK, THENCE 0.5 MILE SOUTH
 MJ0825'ALONG A DIRT ROAD, THENCE 0.25 MILE EAST ALONG A DIRT ROAD,
 MJ0825'THENCE 0.3 MILE SOUTH ALONG A DIRT ROAD, 99.0 FEET SOUTH OF THE
 MJ0825'CENTER OF A SLIGHT BEND IN THE DIRT ROAD (THIS TURN IS AT A
 MJ0825'DISTINCT BREAK IN THE TERRAIN CAUSED BY AN ABRUPT 7-FOOT DROP
 MJ0825'FROM THE SECOND FLAT BOTTOM LANDS LEVEL TO THE FIRST FLAT BOTTOM
 MJ0825'LANDS LEVEL), 24.6 FEET WEST OF THE CENTER LINE OF THE DIRT
 MJ0825'ROAD, 13.0 FEET SOUTH OF THE CENTER OF A GATE LEADING INTO A
 MJ0825'PASTURE, 2.1 FEET NORTH OF A 4 X 4 REFERENCE POST, 1.0 FOOT
 MJ0825'EAST OF A RIGHT-OF-WAY FENCE LINE, SET IN THE TOP OF A CONCRETE
 MJ0825'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1122 ***********************************************************************
 LF1122  DESIGNATION -  F 133
 LF1122  PID         -  LF1122
 LF1122  STATE/COUNTY-  IA/MILLS
 LF1122  USGS QUAD   -  ROCK BLUFF (1984)
 LF1122
 LF1122                         *CURRENT SURVEY CONTROL
 LF1122  ___________________________________________________________________
 LF1122* NAD 83(1986)-  40 58 00.     (N)    095 49 25.     (W)     SCALED    
 LF1122* NAVD 88     -       290.524  (meters)     953.16   (feet)  ADJUSTED  
 LF1122  ___________________________________________________________________
 LF1122  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 LF1122  DYNAMIC HT  -         290.400 (meters)     952.75  (feet)  COMP
 LF1122  MODELED GRAV-     980,189.1   (mgal)                       NAVD 88
 LF1122
 LF1122  VERT ORDER  -  SECOND    CLASS 0
 LF1122
 LF1122.The horizontal coordinates were scaled from a topographic map and have
 LF1122.an estimated accuracy of +/- 6 seconds.
 LF1122
 LF1122.The orthometric height was determined by differential leveling
 LF1122.and adjusted by the National Geodetic Survey in June 1991..
 LF1122
 LF1122.The geoid height was determined by GEOID03.
 LF1122
 LF1122.The dynamic height is computed by dividing the NAVD 88
 LF1122.geopotential number by the normal gravity value computed on the
 LF1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1122.degrees latitude (g = 980.6199 gals.).
 LF1122
 LF1122.The modeled gravity was interpolated from observed gravity values.
 LF1122
 LF1122;                    North         East    Units  Estimated Accuracy
 LF1122;SPC IA S     -   109,960.      304,440.      MT  (+/- 180 meters Scaled)
 LF1122
 LF1122                          SUPERSEDED SURVEY CONTROL
 LF1122
 LF1122  NGVD 29 (??/??/92)  290.431  (m)          952.86   (f) ADJ UNCH    2 0
 LF1122
 LF1122.Superseded values are not recommended for survey control.
 LF1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1122.See file dsdata.txt to determine how the superseded data were derived.
 LF1122
 LF1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF623388(NAD 83)
 LF1122_MARKER: DB = BENCH MARK DISK
 LF1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1122_STAMPING: F 133 1948
 LF1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1122+STABILITY: SURFACE MOTION
 LF1122
 LF1122  HISTORY     - Date     Condition        Report By
 LF1122  HISTORY     - 1948     MONUMENTED       CGS
 LF1122
 LF1122                          STATION DESCRIPTION
 LF1122
 LF1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1122'4.7 MI SW FROM PACIFIC JUNCTION.
 LF1122'1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1122'FROM THE STATION AT PACIFIC JUNCTION, THENCE 0.5 MILE WEST ALONG
 LF1122'U.S. HIGHWAY 34, THENCE 2.2 MILES SOUTH ALONG A GRAVELED COUNTY
 LF1122'ROAD, THENCE 0.8 MILE SOUTHWEST ALONG A DIRT ROAD FOLLOWING HAYNIE
 LF1122'SLOUGH, AT A FARM HOUSE, 56.5 FEET NORTHWEST OF THE NORTHWEST
 LF1122'CORNER OF A BARN, 36.0 FEET WEST OF THE CENTER OF A GATE, 25.0
 LF1122'FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 14.0 FEET
 LF1122'SOUTH OF THE MAIN ROAD, 1.0 FOOT SOUTH OF A FENCE, 1.4 FEET EAST
 LF1122'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LF1122'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0545 ***********************************************************************
 MJ0545  DESIGNATION -  F 134
 MJ0545  PID         -  MJ0545
 MJ0545  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0545  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0545
 MJ0545                         *CURRENT SURVEY CONTROL
 MJ0545  ___________________________________________________________________
 MJ0545* NAD 83(1986)-  41 15 36.     (N)    095 48 35.     (W)     SCALED    
 MJ0545* NAVD 88     -       307.907  (meters)    1010.19   (feet)  ADJUSTED  
 MJ0545  ___________________________________________________________________
 MJ0545  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 MJ0545  DYNAMIC HT  -         307.781 (meters)    1009.78  (feet)  COMP
 MJ0545  MODELED GRAV-     980,203.7   (mgal)                       NAVD 88
 MJ0545
 MJ0545  VERT ORDER  -  FIRST     CLASS II
 MJ0545
 MJ0545.The horizontal coordinates were scaled from a topographic map and have
 MJ0545.an estimated accuracy of +/- 6 seconds.
 MJ0545
 MJ0545.The orthometric height was determined by differential leveling
 MJ0545.and adjusted by the National Geodetic Survey in June 1991..
 MJ0545
 MJ0545.The geoid height was determined by GEOID03.
 MJ0545
 MJ0545.The dynamic height is computed by dividing the NAVD 88
 MJ0545.geopotential number by the normal gravity value computed on the
 MJ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0545.degrees latitude (g = 980.6199 gals.).
 MJ0545
 MJ0545.The modeled gravity was interpolated from observed gravity values.
 MJ0545
 MJ0545;                    North         East    Units  Estimated Accuracy
 MJ0545;SPC IA S     -   142,490.      306,470.      MT  (+/- 180 meters Scaled)
 MJ0545
 MJ0545                          SUPERSEDED SURVEY CONTROL
 MJ0545
 MJ0545  NGVD 29 (??/??/92)  307.795  (m)         1009.82   (f) ADJ UNCH    1 2
 MJ0545
 MJ0545.Superseded values are not recommended for survey control.
 MJ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0545.See file dsdata.txt to determine how the superseded data were derived.
 MJ0545
 MJ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF646714(NAD 83)
 MJ0545_MARKER: DB = BENCH MARK DISK
 MJ0545_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ0545_SP_SET: PIER
 MJ0545_STAMPING: F 134 1948
 MJ0545_MARK LOGO: CGS   
 MJ0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0545+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1989
 MJ0545
 MJ0545  HISTORY     - Date     Condition        Report By
 MJ0545  HISTORY     - 1948     MONUMENTED       CGS
 MJ0545  HISTORY     - 19890807 GOOD             NGS
 MJ0545
 MJ0545                          STATION DESCRIPTION
 MJ0545
 MJ0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0545'4 MI NE FROM COUNCIL BLUFFS.
 MJ0545'1.7 MILES SOUTHEAST AND 2.3 MILES NORTHEAST ALONG THE CHICAGO,
 MJ0545'ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION AT COUNCIL
 MJ0545'BLUFFS, AT RAILROAD MILEAGE 495.2, AT U.S. HIGHWAY 6 BRIDGE OVER
 MJ0545'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AND THE CHICAGO,
 MJ0545'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, SET IN THE SOUTHEAST
 MJ0545'FACE OF THE MOST NORTHEASTERLY ONE OF TWO PIERS IN THE FIRST AND
 MJ0545'ONLY ROW OF PIERS NORTHWEST OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0545'TRACKS, 24.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE CHICAGO,
 MJ0545'ROCK ISLAND AND PACIFIC RAILROAD, 3.0 FEET ABOVE THE GROUND.
 MJ0545
 MJ0545                          STATION RECOVERY (1989)
 MJ0545
 MJ0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0545'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.5 KM
 MJ0545'(0.30 MI) EASTERLY ALONG MCPHERSON STREET FROM ITS JUNCTION WITH
 MJ0545'BENNETT AVENUE IN COUNCIL BLUFFS, SET VERCIALLY IN THE SOUTHEAST FACE
 MJ0545'OF THE MOST NORTHERLY 1 OF 2 COLUMNS OF THE 1ST PIER EAST OF THE WEST
 MJ0545'ABUTMENT OF A ROAD BRIDGE SPANNING THE CHICAGO, ROCK ISLAND AND
 MJ0545'PACIFIC RAILROAD, 36.3 M (119.1 FT) WEST OF THE NEAR RAIL (MEASURED
 MJ0545'PARALLEL WITH THE BRIDGE), 2.8 M (9.2 FT) NORTH OF THE CENTER OF THE
 MJ0545'ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACKS, AND 0.2 M
 MJ0545'(0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0828 ***********************************************************************
 LF0828  DESIGNATION -  F 135
 LF0828  PID         -  LF0828
 LF0828  STATE/COUNTY-  IA/FREMONT
 LF0828  USGS QUAD   -  HAMBURG (1984)
 LF0828
 LF0828                         *CURRENT SURVEY CONTROL
 LF0828  ___________________________________________________________________
 LF0828* NAD 83(1986)-  40 36 14.     (N)    095 39 18.     (W)     SCALED    
 LF0828* NAVD 88     -       280.373  (meters)     919.86   (feet)  ADJUSTED  
 LF0828  ___________________________________________________________________
 LF0828  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LF0828  DYNAMIC HT  -         280.225 (meters)     919.37  (feet)  COMP
 LF0828  MODELED GRAV-     980,090.1   (mgal)                       NAVD 88
 LF0828
 LF0828  VERT ORDER  -  FIRST     CLASS II
 LF0828
 LF0828.The horizontal coordinates were scaled from a topographic map and have
 LF0828.an estimated accuracy of +/- 6 seconds.
 LF0828
 LF0828.The orthometric height was determined by differential leveling
 LF0828.and adjusted by the National Geodetic Survey in June 1991..
 LF0828
 LF0828.The geoid height was determined by GEOID03.
 LF0828
 LF0828.The dynamic height is computed by dividing the NAVD 88
 LF0828.geopotential number by the normal gravity value computed on the
 LF0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0828.degrees latitude (g = 980.6199 gals.).
 LF0828
 LF0828.The modeled gravity was interpolated from observed gravity values.
 LF0828
 LF0828;                    North         East    Units  Estimated Accuracy
 LF0828;SPC IA S     -    69,320.      317,630.      MT  (+/- 180 meters Scaled)
 LF0828
 LF0828                          SUPERSEDED SURVEY CONTROL
 LF0828
 LF0828  NGVD 29 (??/??/92)  280.277  (m)          919.54   (f) ADJ UNCH    1 2
 LF0828
 LF0828.Superseded values are not recommended for survey control.
 LF0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0828.See file dsdata.txt to determine how the superseded data were derived.
 LF0828
 LF0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE753981(NAD 83)
 LF0828_MARKER: DB = BENCH MARK DISK
 LF0828_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LF0828_SP_SET: BUILDING
 LF0828_STAMPING: F 135 1948
 LF0828_MARK LOGO: CGS   
 LF0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0828+STABILITY: SURFACE MOTION
 LF0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0828+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 LF0828
 LF0828  HISTORY     - Date     Condition        Report By
 LF0828  HISTORY     - 1948     MONUMENTED       CGS
 LF0828  HISTORY     - 1965     GOOD             NGS
 LF0828  HISTORY     - 19890726 GOOD             NGS
 LF0828
 LF0828                          STATION DESCRIPTION
 LF0828
 LF0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0828'AT HAMBURG.
 LF0828'AT HAMBURG, IN THE U.S. POST OFFICE, SET VERTICALLY IN THE
 LF0828'NORTH FACE OF THE POST OFFICE, 16.0 FEET EAST OF THE CENTER LINE
 LF0828'OF THE MAIN OR NORTH ENTRANCE TO THE POST OFFICE, 14.3 FEET
 LF0828'WEST OF THE NORTHEAST CORNER OF THE BUILDING, 3.0 FEET ABOVE
 LF0828'THE GROUND.
 LF0828
 LF0828                          STATION RECOVERY (1965)
 LF0828
 LF0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LF0828'RECOVERED IN GOOD CONDITION.
 LF0828
 LF0828                          STATION RECOVERY (1989)
 LF0828
 LF0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0828'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN HAMBURG,
 LF0828'AT THE INTERSECTION OF PARK AND F STREETS, SET VERTICALLY IN THE
 LF0828'NORTH FACE OF THE POST OFFICE, 24.4 M (80.1 FT) WEST OF THE CENTER OF
 LF0828'PARK STREET, 16.0 M (52.5 FT) SOUTH OF THE CENTER OF F STREET, 4.4 M
 LF0828'(14.4 FT) WEST OF THE NORTHEAST CORNER OF THE BUILDING, AND 1.0 M
 LF0828'(3.3 FT) ABOVE THE LEVEL OF F STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0974 ***********************************************************************
 MJ0974  DESIGNATION -  F 136
 MJ0974  PID         -  MJ0974
 MJ0974  STATE/COUNTY-  IA/HARRISON
 MJ0974  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0974
 MJ0974                         *CURRENT SURVEY CONTROL
 MJ0974  ___________________________________________________________________
 MJ0974* NAD 83(1986)-  41 33 23.     (N)    095 54 16.     (W)     SCALED    
 MJ0974* NAVD 88     -       305.770  (meters)    1003.18   (feet)  ADJUSTED  
 MJ0974  ___________________________________________________________________
 MJ0974  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 MJ0974  DYNAMIC HT  -         305.629 (meters)    1002.72  (feet)  COMP
 MJ0974  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 MJ0974
 MJ0974  VERT ORDER  -  FIRST     CLASS II
 MJ0974
 MJ0974.The horizontal coordinates were scaled from a topographic map and have
 MJ0974.an estimated accuracy of +/- 6 seconds.
 MJ0974
 MJ0974.The orthometric height was determined by differential leveling
 MJ0974.and adjusted by the National Geodetic Survey in June 1991..
 MJ0974
 MJ0974.The geoid height was determined by GEOID03.
 MJ0974
 MJ0974.The dynamic height is computed by dividing the NAVD 88
 MJ0974.geopotential number by the normal gravity value computed on the
 MJ0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0974.degrees latitude (g = 980.6199 gals.).
 MJ0974
 MJ0974.The modeled gravity was interpolated from observed gravity values.
 MJ0974
 MJ0974;                    North         East    Units  Estimated Accuracy
 MJ0974;SPC IA S     -   175,610.      299,440.      MT  (+/- 180 meters Scaled)
 MJ0974
 MJ0974                          SUPERSEDED SURVEY CONTROL
 MJ0974
 MJ0974  NGVD 29 (??/??/92)  305.629  (m)         1002.72   (f) ADJ UNCH    1 2
 MJ0974
 MJ0974.Superseded values are not recommended for survey control.
 MJ0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0974.See file dsdata.txt to determine how the superseded data were derived.
 MJ0974
 MJ0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG577045(NAD 83)
 MJ0974_MARKER: DB = BENCH MARK DISK
 MJ0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0974_SP_SET: CONCRETE POST
 MJ0974_STAMPING: F 136 1948
 MJ0974_MARK LOGO: CGS   
 MJ0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0974+STABILITY: SURFACE MOTION
 MJ0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0974+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1989
 MJ0974
 MJ0974  HISTORY     - Date     Condition        Report By
 MJ0974  HISTORY     - 1948     MONUMENTED       CGS
 MJ0974  HISTORY     - 19890821 GOOD             NGS
 MJ0974
 MJ0974                          STATION DESCRIPTION
 MJ0974
 MJ0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0974'AT MISSOURI VALLEY.
 MJ0974'AT MISSOURI VALLEY, AT THE CITY PARK, 160 YARDS WEST OF A STEEL
 MJ0974'HIGHWAY BRIDGE, 80 YARDS WEST OF THE SOUTHWEST CORNER OF THE
 MJ0974'SWIMMING POOL, 51 YARDS NORTHWEST OF THE CENTER LINE OF U.S.
 MJ0974'HIGHWAY 75, 84.3 FEET WEST OF THE NORTH PILLAR AT THE SOUTHEAST
 MJ0974'ENTRANCE TO THE PARK, 34.4 FEET NORTH OF THE CENTER LINE OF
 MJ0974'THE DRIVEWAY, 20.5 FEET NORTHWEST OF A POWER POLE, 1.3 FEET
 MJ0974'NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MJ0974'2 INCHES ABOVE THE GROUND.
 MJ0974
 MJ0974                          STATION RECOVERY (1989)
 MJ0974
 MJ0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0974'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN MISSOURI
 MJ0974'VALLEY, AT THE CITY PARK, 0.2 KM (0.10 MI) WEST OF THE EAST ENTRANCE
 MJ0974'TO THE PARK, 49.2 M (161.4 FT) WEST OF THE WEST EDGE OF A SET OF
 MJ0974'STEPS, 10.1 M (33.1 FT) NORTH OF THE CENTER OF A ROAD, 6.2 M
 MJ0974'(20.3 FT) NORTHWEST OF A UTILITY POLE, 1.6 M (5.2 FT) SOUTH OF THE
 MJ0974'NEAR RAIL OF A SMALL TRAIN TRACK, 0.3 M (1.0 FT) NORTH OF A ROW OF
 MJ0974'WOODEN FENCE POSTS, LEVEL WITH THE ROAD, AND IN A CONCRETE MONUMENT
 MJ0974'THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0251 ***********************************************************************
 MK0251  DESIGNATION -  F 137
 MK0251  PID         -  MK0251
 MK0251  STATE/COUNTY-  IA/HARRISON
 MK0251  USGS QUAD   -  MONDAMIN (1970)
 MK0251
 MK0251                         *CURRENT SURVEY CONTROL
 MK0251  ___________________________________________________________________
 MK0251* NAD 83(1986)-  41 41 11.     (N)    096 05 11.     (W)     SCALED    
 MK0251* NAVD 88     -       311.010  (meters)    1020.37   (feet)  ADJUSTED  
 MK0251  ___________________________________________________________________
 MK0251  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 MK0251  DYNAMIC HT  -         310.879 (meters)    1019.94  (feet)  COMP
 MK0251  MODELED GRAV-     980,194.4   (mgal)                       NAVD 88
 MK0251
 MK0251  VERT ORDER  -  SECOND    CLASS 0
 MK0251
 MK0251.The horizontal coordinates were scaled from a topographic map and have
 MK0251.an estimated accuracy of +/- 6 seconds.
 MK0251
 MK0251.The orthometric height was determined by differential leveling
 MK0251.and adjusted by the National Geodetic Survey in June 1991..
 MK0251
 MK0251.The geoid height was determined by GEOID03.
 MK0251
 MK0251.The dynamic height is computed by dividing the NAVD 88
 MK0251.geopotential number by the normal gravity value computed on the
 MK0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0251.degrees latitude (g = 980.6199 gals.).
 MK0251
 MK0251.The modeled gravity was interpolated from observed gravity values.
 MK0251
 MK0251;                    North         East    Units  Estimated Accuracy
 MK0251;SPC IA S     -   190,480.      284,700.      MT  (+/- 180 meters Scaled)
 MK0251
 MK0251                          SUPERSEDED SURVEY CONTROL
 MK0251
 MK0251  NGVD 29 (??/??/92)  310.865  (m)         1019.90   (f) ADJ UNCH    2 0
 MK0251
 MK0251.Superseded values are not recommended for survey control.
 MK0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0251.See file dsdata.txt to determine how the superseded data were derived.
 MK0251
 MK0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM424190(NAD 83)
 MK0251_MARKER: DB = BENCH MARK DISK
 MK0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0251_STAMPING: F 137 1948
 MK0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0251+STABILITY: SURFACE MOTION
 MK0251
 MK0251  HISTORY     - Date     Condition        Report By
 MK0251  HISTORY     - 1948     MONUMENTED       CGS
 MK0251  HISTORY     - 1974     GOOD             LOCSUR
 MK0251
 MK0251                          STATION DESCRIPTION
 MK0251
 MK0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0251'6.2 MI SW FROM MONDAMIN.
 MK0251'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0251'THE STATION AT MONDAMIN, THENCE 1.95 MILES WEST ALONG A DIRT
 MK0251'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.9 MILE
 MK0251'WEST ALONG A DIRT ROAD, THENCE 1.4 MILES SOUTHERLY ALONG A DIRT
 MK0251'ROAD ON TOP OF A DIKE, THENCE 0.8 MILE SOUTH ALONG A DIRT ROAD,
 MK0251'THENCE 0.4 MILE WEST ALONG A DIRT ROAD, AT THE SOUTHWEST CORNER
 MK0251'OF A FARMHOUSE YARD, 117.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 MK0251'OF THE HOUSE, 84.0 FEET WEST OF THE CENTER LINE OF A PRIVATE
 MK0251'ROAD, 44.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 24.0 FEET
 MK0251'NORTH OF A CORNER FENCE POST, 1.0 FOOT EAST OF A FENCE, 1.2
 MK0251'FEET SOUTH OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 MK0251'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MK0251
 MK0251                          STATION RECOVERY (1974)
 MK0251
 MK0251'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0767 ***********************************************************************
 MJ0767  DESIGNATION -  F 139
 MJ0767  PID         -  MJ0767
 MJ0767  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0767  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0767
 MJ0767                         *CURRENT SURVEY CONTROL
 MJ0767  ___________________________________________________________________
 MJ0767* NAD 83(1986)-  41 18 11.     (N)    095 52 09.     (W)     SCALED    
 MJ0767* NAVD 88     -       299.151  (meters)     981.46   (feet)  ADJUSTED  
 MJ0767  ___________________________________________________________________
 MJ0767  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MJ0767  DYNAMIC HT  -         299.026 (meters)     981.05  (feet)  COMP
 MJ0767  MODELED GRAV-     980,196.1   (mgal)                       NAVD 88
 MJ0767
 MJ0767  VERT ORDER  -  SECOND    CLASS 0
 MJ0767
 MJ0767.The horizontal coordinates were scaled from a topographic map and have
 MJ0767.an estimated accuracy of +/- 6 seconds.
 MJ0767
 MJ0767.The orthometric height was determined by differential leveling
 MJ0767.and adjusted by the National Geodetic Survey in June 1991..
 MJ0767
 MJ0767.The geoid height was determined by GEOID03.
 MJ0767
 MJ0767.The dynamic height is computed by dividing the NAVD 88
 MJ0767.geopotential number by the normal gravity value computed on the
 MJ0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0767.degrees latitude (g = 980.6199 gals.).
 MJ0767
 MJ0767.The modeled gravity was interpolated from observed gravity values.
 MJ0767
 MJ0767;                    North         East    Units  Estimated Accuracy
 MJ0767;SPC IA S     -   147,410.      301,620.      MT  (+/- 180 meters Scaled)
 MJ0767
 MJ0767                          SUPERSEDED SURVEY CONTROL
 MJ0767
 MJ0767  NGVD 29 (??/??/92)  299.031  (m)          981.07   (f) ADJ UNCH    2 0
 MJ0767
 MJ0767.Superseded values are not recommended for survey control.
 MJ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0767.See file dsdata.txt to determine how the superseded data were derived.
 MJ0767
 MJ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF597763(NAD 83)
 MJ0767_MARKER: DB = BENCH MARK DISK
 MJ0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0767_STAMPING: F 139 1948
 MJ0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0767+STABILITY: SURFACE MOTION
 MJ0767
 MJ0767  HISTORY     - Date     Condition        Report By
 MJ0767  HISTORY     - 1948     MONUMENTED       CGS
 MJ0767  HISTORY     - 1970     GOOD             NGS
 MJ0767
 MJ0767                          STATION DESCRIPTION
 MJ0767
 MJ0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0767'3 MI N FROM COUNCIL BLUFFS.
 MJ0767'REACHED FROM THE INTERSTATE BRIDGE AT NORTH 25TH. STREET IN
 MJ0767'COUNCIL BLUFFS BY GOING NORTH ON 25TH. STREET, AND ITS CONTINUANCE
 MJ0767'AS A GRAVEL ROAD, FOR 2.2 MILES TO A DIRT TRACK ROAD ON THE LEFT,
 MJ0767'AT THE EDGE OF A TREE LINE THAT GOES TO THE NORTHWEST AND ABOUT
 MJ0767'800 FEET BEFORE REACHING A LONE CLUSTER OF TREES, 51 FEET
 MJ0767'WEST OF THE CENTERLINE OF GRAVEL ROAD (ALONG SIDE OF INTERSTATE),
 MJ0767'13 FEET SOUTHWEST OF THE EDGE OF LARGE DIRT AREA FOR TRACK ROAD
 MJ0767'TURN-OUT, 6 FEET INSIDE THE BRUSHY VEGITATION, 1.4 FEET EAST
 MJ0767'OF A WITNESS POST THAT PROJECTS ABOUT 1 FOOT, AND IN THE TOP
 MJ0767'OF A CONCRETE POST THAT IS ABOUT 1 INCH BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0374 ***********************************************************************
 NL0374  FBN         -  This is a Federal Base Network Control Station.
 NL0374  DESIGNATION -  F 14
 NL0374  PID         -  NL0374
 NL0374  STATE/COUNTY-  IA/WOODBURY
 NL0374  USGS QUAD   -  CUSHING (1969)
 NL0374
 NL0374                         *CURRENT SURVEY CONTROL
 NL0374  ___________________________________________________________________
 NL0374* NAD 83(1996)-  42 28 23.03086(N)    095 43 40.10958(W)     ADJUSTED  
 NL0374* NAVD 88     -       367.750  (meters)    1206.53   (feet)  ADJUSTED  
 NL0374  ___________________________________________________________________
 NL0374  X           -    -470,263.092 (meters)                     COMP
 NL0374  Y           -  -4,688,402.858 (meters)                     COMP
 NL0374  Z           -   4,284,737.991 (meters)                     COMP
 NL0374  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 NL0374  ELLIP HEIGHT-         340.25  (meters)          (07/28/03) GPS OBS
 NL0374  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 NL0374  DYNAMIC HT  -         367.627 (meters)    1206.12  (feet)  COMP
 NL0374  MODELED GRAV-     980,274.3   (mgal)                       NAVD 88
 NL0374
 NL0374  HORZ ORDER  -  B
 NL0374  VERT ORDER  -  FIRST     CLASS II
 NL0374  ELLP ORDER  -  FOURTH    CLASS I
 NL0374
 NL0374.The horizontal coordinates were established by GPS observations
 NL0374.and adjusted by the National Geodetic Survey in August 1997..
 NL0374
 NL0374.The orthometric height was determined by differential leveling
 NL0374.and adjusted by the National Geodetic Survey in June 1991..
 NL0374
 NL0374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0374
 NL0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0374
 NL0374.The ellipsoidal height was determined by GPS observations
 NL0374.and is referenced to NAD 83.
 NL0374
 NL0374.The geoid height was determined by GEOID03.
 NL0374
 NL0374.The dynamic height is computed by dividing the NAVD 88
 NL0374.geopotential number by the normal gravity value computed on the
 NL0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0374.degrees latitude (g = 980.6199 gals.).
 NL0374
 NL0374.The modeled gravity was interpolated from observed gravity values.
 NL0374
 NL0374;                    North         East     Units Scale Factor Converg.
 NL0374;SPC IA N     - 1,110,497.790 1,316,827.947   MT  0.99995111   -1 30 35.6
 NL0374;UTM  15      - 4,705,907.968   275,762.769   MT  1.00021869   -1 50 33.7
 NL0374
 NL0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0374!SPC IA N     -   0.99994664  x   0.99995111  =   0.99989775
 NL0374!UTM  15      -   0.99994664  x   1.00021869  =   1.00016532
 NL0374
 NL0374                          SUPERSEDED SURVEY CONTROL
 NL0374
 NL0374  ELLIP H (08/25/97)  340.26   (m)                       GP(       ) 4 1
 NL0374  NAD 83(1996)-  42 28 23.03029(N)    095 43 40.10586(W) AD(       ) 3
 NL0374  NAD 83(1986)-  42 28 23.03081(N)    095 43 40.10694(W) AD(       ) 3
 NL0374  NAVD 88 (07/28/03)  367.75   (m)         1206.5    (f) LEVELING    3  
 NL0374  NGVD 29 (??/??/92)  367.619  (m)         1206.10   (f) ADJ UNCH    1 2
 NL0374
 NL0374.Superseded values are not recommended for survey control.
 NL0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0374.See file dsdata.txt to determine how the superseded data were derived.
 NL0374
 NL0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH7576305908(NAD 83)
 NL0374_MARKER: DB = BENCH MARK DISK
 NL0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0374_SP_SET: CONCRETE POST
 NL0374_STAMPING: 1206.097 F 14 1933
 NL0374_MARK LOGO: CGS   
 NL0374_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0374+STABILITY: SURFACE MOTION
 NL0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0374+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 NL0374
 NL0374  HISTORY     - Date     Condition        Report By
 NL0374  HISTORY     - 1933     MONUMENTED       CGS
 NL0374  HISTORY     - 1966     GOOD             NGS
 NL0374  HISTORY     - 19890525 GOOD             NGS
 NL0374  HISTORY     - 19960919 GOOD             IADT
 NL0374  HISTORY     - 20000404 GOOD             AERSVC
 NL0374  HISTORY     - 20020308 GOOD             JCLS
 NL0374  HISTORY     - 20030205 GOOD             IADT
 NL0374
 NL0374                          STATION DESCRIPTION
 NL0374
 NL0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NL0374'2.6 MI W FROM CUSHING.
 NL0374'TO REACH FROM THE POST OFFICE IN CUSHING GO SOUTH ON MAIN
 NL0374'STREET FOR 0.1 MILE, TURN RIGHT AND GO WEST 2.65 MILES TO A
 NL0374'CROSSROAD, TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.5
 NL0374'MILE TO THE MARK ON THE RIGHT.  IT IS 34 FEET EAST OF THE CENTERLINE
 NL0374'OF THE GRAVELED ROAD, 20.8 FEET SOUTH OF A TELEPHONE POLE, 1.2
 NL0374'FEET EAST OF A STEEL WITNESS POST AND SIGN AND 1.7 FEET BELOW
 NL0374'THE SURFACE OF THE GROUND.
 NL0374
 NL0374                          STATION RECOVERY (1989)
 NL0374
 NL0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NL0374'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) EAST OF CORRECTIONVILLE,
 NL0374'0.25 KM (0.15 MI) SOUTH OF THE WOODBURY-IDA COUNTY LINES, ON THE EAST
 NL0374'EDGE OF A GRAVEL ROAD (STORY AVENUE) AND NEAR THE DEAD END OF THE
 NL0374'GRAVEL ROAD WITH SIGN (BRIDGE OUT) FOR AN ABANDONED RAILROAD BRIDGE.
 NL0374'OWNERSHIP--DEPARTMENT OF TRANSPORTATION , 800 LINCOLN WAY, AMES, IA
 NL0374'50010, PHONE (515) 239-1101.
 NL0374'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE
 NL0374'HIGHWAY 31, ON THE NORTH EDGE OF CORRECTIONVILLE, GO EAST ON US
 NL0374'HIGHWAY 20 FOR 5.0 KM (3.10 MI) TO THE JUNCTION OF A GRAVEL ROAD ON
 NL0374'THE RIGHT (STORY AVENUE).  TURN RIGHT AND GO SOUTH ON THE GRAVEL ROAD
 NL0374'FOR 0.16 KM (0.10 MI) TO THE ENTRANCE OF A FARM FIELD AND THE STATION
 NL0374'ON THE LEFT JUST BEFORE REACHING AN ABANDONED RAILROAD BRIDGE.
 NL0374'THE STATION IS A STANDARD CGS BENCHMARK DISK RECESSED 30.4 CM
 NL0374'(12-INCHES) BELOW THE SURFACE OF THE GROUND.  LOCATED 21.3 M
 NL0374'(69.9 FT) EAST AND ACROSS THE GRAVEL ROAD FROM A POWER POLE WITH A
 NL0374'PAINTED WHITE CROSS, 10.0 M (32.8 FT) EAST OF THE CENTER OF THE GRAVEL
 NL0374'ROAD, 9.3 M (30.5 FT) NORTH OF A RAILROAD TIE FENCE POST AT THE
 NL0374'ENTRANCE TO A FARM FIELD, 0.4 M (1.3 FT) NORTHEAST OF A METAL WITNESS
 NL0374'POST AND 0.4 M (1.3 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 NL0374'DESCRIBED BY M. L. MCCREADY.
 NL0374
 NL0374                          STATION RECOVERY (1996)
 NL0374
 NL0374'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 NL0374'RECOVERED AS DESCRIBED.  A PINK STATE HARN SURVEY SIGN WAS SET 0.6 M
 NL0374'(2.0 FT) SOUTH OF THE MONUMENT, WHICH IS 1.5 FT (0.5 M) DEEP.
 NL0374
 NL0374                          STATION RECOVERY (2000)
 NL0374
 NL0374'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0374'FOUND AS DESCRIBED.
 NL0374
 NL0374                          STATION RECOVERY (2002)
 NL0374
 NL0374'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 NL0374'DESCRIPTION IS ADEQUATE
 NL0374
 NL0374                          STATION RECOVERY (2003)
 NL0374
 NL0374'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (DO)
 NL0374'RECOVERED AS DESCRIBED.
 NL0374'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0966 ***********************************************************************
 MJ0966  DESIGNATION -  F 140
 MJ0966  PID         -  MJ0966
 MJ0966  STATE/COUNTY-  IA/HARRISON
 MJ0966  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0966
 MJ0966                         *CURRENT SURVEY CONTROL
 MJ0966  ___________________________________________________________________
 MJ0966* NAD 83(1986)-  41 32 10.     (N)    095 53 50.     (W)     SCALED    
 MJ0966* NAVD 88     -       304.935  (meters)    1000.44   (feet)  ADJUSTED  
 MJ0966  ___________________________________________________________________
 MJ0966  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 MJ0966  DYNAMIC HT  -         304.793 (meters)     999.98  (feet)  COMP
 MJ0966  MODELED GRAV-     980,151.5   (mgal)                       NAVD 88
 MJ0966
 MJ0966  VERT ORDER  -  FIRST     CLASS II
 MJ0966
 MJ0966.The horizontal coordinates were scaled from a topographic map and have
 MJ0966.an estimated accuracy of +/- 6 seconds.
 MJ0966
 MJ0966.The orthometric height was determined by differential leveling
 MJ0966.and adjusted by the National Geodetic Survey in June 1991..
 MJ0966
 MJ0966.The geoid height was determined by GEOID03.
 MJ0966
 MJ0966.The dynamic height is computed by dividing the NAVD 88
 MJ0966.geopotential number by the normal gravity value computed on the
 MJ0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0966.degrees latitude (g = 980.6199 gals.).
 MJ0966
 MJ0966.The modeled gravity was interpolated from observed gravity values.
 MJ0966
 MJ0966;                    North         East    Units  Estimated Accuracy
 MJ0966;SPC IA S     -   173,340.      299,990.      MT  (+/- 180 meters Scaled)
 MJ0966
 MJ0966                          SUPERSEDED SURVEY CONTROL
 MJ0966
 MJ0966  NGVD 29 (??/??/92)  304.794  (m)          999.98   (f) ADJ UNCH    1 2
 MJ0966
 MJ0966.Superseded values are not recommended for survey control.
 MJ0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0966.See file dsdata.txt to determine how the superseded data were derived.
 MJ0966
 MJ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG583023(NAD 83)
 MJ0966_MARKER: DB = BENCH MARK DISK
 MJ0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0966_STAMPING: F 140 1948
 MJ0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0966+STABILITY: SURFACE MOTION
 MJ0966
 MJ0966  HISTORY     - Date     Condition        Report By
 MJ0966  HISTORY     - 1948     MONUMENTED       CGS
 MJ0966  HISTORY     - 19890803 MARK NOT FOUND   NGS
 MJ0966
 MJ0966                          STATION DESCRIPTION
 MJ0966
 MJ0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0966'1.7 MI S FROM MISSOURI VALLEY.
 MJ0966'1.7 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MJ0966'THE STATION AT MISSOURI VALLEY, AT A PRIVATE ROAD CROSSING,
 MJ0966'ALONG THE WEST EDGE OF THE MISSOURI VALLEY AIRPORT, 58.3 FEET
 MJ0966'EAST OF THE EAST RAIL OF THE EAST TRACK, ABOUT 3 1/2 POLES SOUTH
 MJ0966'OF MILEPOST NO. 331, 11.0 FEET SOUTH OF THE CENTER LINE OF THE
 MJ0966'ROAD, 1.0 FOOT WEST OF A FENCE, 1.7 FEET NORTH OF A REFERENCE
 MJ0966'POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MJ0966'THE GROUND.  NOTE-- MARK IS ABOUT 300.0 FEET SOUTHEAST OF AND
 MJ0966'ACROSS THE TRACK FROM THE SOUTHEAST CORNER OF A WHITE FARM HOUSE.
 MJ0966
 MJ0966                          STATION RECOVERY (1989)
 MJ0966
 MJ0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0290 ***********************************************************************
 NM0290  DESIGNATION -  F 141
 NM0290  PID         -  NM0290
 NM0290  STATE/COUNTY-  IA/MONONA
 NM0290  USGS QUAD   -  ALBATON (1969)
 NM0290
 NM0290                         *CURRENT SURVEY CONTROL
 NM0290  ___________________________________________________________________
 NM0290* NAD 83(1986)-  42 09 23.     (N)    096 18 35.     (W)     SCALED    
 NM0290* NAVD 88     -       326.368  (meters)    1070.76   (feet)  ADJUSTED  
 NM0290  ___________________________________________________________________
 NM0290  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 NM0290  DYNAMIC HT  -         326.256 (meters)    1070.39  (feet)  COMP
 NM0290  MODELED GRAV-     980,270.6   (mgal)                       NAVD 88
 NM0290
 NM0290  VERT ORDER  -  SECOND    CLASS 0
 NM0290
 NM0290.The horizontal coordinates were scaled from a topographic map and have
 NM0290.an estimated accuracy of +/- 6 seconds.
 NM0290
 NM0290.The orthometric height was determined by differential leveling
 NM0290.and adjusted by the National Geodetic Survey in June 1991..
 NM0290
 NM0290.The geoid height was determined by GEOID03.
 NM0290
 NM0290.The dynamic height is computed by dividing the NAVD 88
 NM0290.geopotential number by the normal gravity value computed on the
 NM0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0290.degrees latitude (g = 980.6199 gals.).
 NM0290
 NM0290.The modeled gravity was interpolated from observed gravity values.
 NM0290
 NM0290;                    North         East    Units  Estimated Accuracy
 NM0290;SPC IA N     - 1,076,770.    1,267,830.      MT  (+/- 180 meters Scaled)
 NM0290
 NM0290                          SUPERSEDED SURVEY CONTROL
 NM0290
 NM0290  NGVD 29 (??/??/92)  326.222  (m)         1070.28   (f) ADJ UNCH    2 0
 NM0290
 NM0290.Superseded values are not recommended for survey control.
 NM0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0290.See file dsdata.txt to determine how the superseded data were derived.
 NM0290
 NM0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM222706(NAD 83)
 NM0290_MARKER: DB = BENCH MARK DISK
 NM0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0290_STAMPING: F 141 1948
 NM0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0290+STABILITY: SURFACE MOTION
 NM0290
 NM0290  HISTORY     - Date     Condition        Report By
 NM0290  HISTORY     - 1948     MONUMENTED       CGS
 NM0290
 NM0290                          STATION DESCRIPTION
 NM0290
 NM0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0290'3.1 MI SW FROM ALBATON.
 NM0290'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0290'AT ALBATON, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 2.0
 NM0290'MILES SOUTH ALONG A DIRT ROAD, AT A T ROAD, 105.0 FEET WEST OF
 NM0290'THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH TO A FARMHOUSE,
 NM0290'29.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 32.0
 NM0290'FEET EAST OF A POINT ON THE PROJECTED CENTER LINE OF THE ROAD
 NM0290'LEADING NORTH, 1.6 FEET NORTH OF A FENCE, 1.8 FEET WEST OF A
 NM0290'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 NM0290'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0229 ***********************************************************************
 NM0229  DESIGNATION -  F 142
 NM0229  PID         -  NM0229
 NM0229  STATE/COUNTY-  IA/WOODBURY
 NM0229  USGS QUAD   -  HOMER (1976)
 NM0229
 NM0229                         *CURRENT SURVEY CONTROL
 NM0229  ___________________________________________________________________
 NM0229* NAD 83(1986)-  42 21 11.     (N)    096 23 20.     (W)     SCALED    
 NM0229* NAVD 88     -       331.926  (meters)    1088.99   (feet)  ADJUSTED  
 NM0229  ___________________________________________________________________
 NM0229  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 NM0229  DYNAMIC HT  -         331.819 (meters)    1088.64  (feet)  COMP
 NM0229  MODELED GRAV-     980,291.2   (mgal)                       NAVD 88
 NM0229
 NM0229  VERT ORDER  -  SECOND    CLASS 0
 NM0229
 NM0229.The horizontal coordinates were scaled from a topographic map and have
 NM0229.an estimated accuracy of +/- 6 seconds.
 NM0229
 NM0229.The orthometric height was determined by differential leveling
 NM0229.and adjusted by the National Geodetic Survey in June 1991..
 NM0229
 NM0229.The geoid height was determined by GEOID03.
 NM0229
 NM0229.The dynamic height is computed by dividing the NAVD 88
 NM0229.geopotential number by the normal gravity value computed on the
 NM0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0229.degrees latitude (g = 980.6199 gals.).
 NM0229
 NM0229.The modeled gravity was interpolated from observed gravity values.
 NM0229
 NM0229;                    North         East    Units  Estimated Accuracy
 NM0229;SPC IA N     - 1,098,820.    1,262,040.      MT  (+/- 180 meters Scaled)
 NM0229
 NM0229                          SUPERSEDED SURVEY CONTROL
 NM0229
 NM0229  NGVD 29 (??/??/92)  331.769  (m)         1088.48   (f) ADJ UNCH    2 0
 NM0229
 NM0229.Superseded values are not recommended for survey control.
 NM0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0229.See file dsdata.txt to determine how the superseded data were derived.
 NM0229
 NM0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM150922(NAD 83)
 NM0229_MARKER: DB = BENCH MARK DISK
 NM0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0229_STAMPING: F 142 1948
 NM0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0229+STABILITY: SURFACE MOTION
 NM0229
 NM0229  HISTORY     - Date     Condition        Report By
 NM0229  HISTORY     - 1948     MONUMENTED       CGS
 NM0229
 NM0229                          STATION DESCRIPTION
 NM0229
 NM0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0229'6.7 MI SW FROM SERGEANT BLUFF.
 NM0229'2.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0229'FROM THE STATION AT SERGEANT BLUFF, THENCE 3.1 MILES WEST ALONG
 NM0229'A GRAVEL ROAD, THENCE 0.7 MILE SOUTH ALONG A GRAVEL ROAD, AT A
 NM0229'T ROAD, 100.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM0229'ROAD, 19.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 NM0229'WEST, 1.8 FEET SOUTH OF A FENCE, 2.0 FEET EAST OF A REFERENCE
 NM0229'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 NM0229'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0263 ***********************************************************************
 MK0263  DESIGNATION -  F 143
 MK0263  PID         -  MK0263
 MK0263  STATE/COUNTY-  IA/HARRISON
 MK0263  USGS QUAD   -  MONDAMIN (1970)
 MK0263
 MK0263                         *CURRENT SURVEY CONTROL
 MK0263  ___________________________________________________________________
 MK0263* NAD 83(1986)-  41 43 32.     (N)    096 03 56.     (W)     SCALED    
 MK0263* NAVD 88     -       311.164  (meters)    1020.88   (feet)  ADJUSTED  
 MK0263  ___________________________________________________________________
 MK0263  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 MK0263  DYNAMIC HT  -         311.035 (meters)    1020.45  (feet)  COMP
 MK0263  MODELED GRAV-     980,200.4   (mgal)                       NAVD 88
 MK0263
 MK0263  VERT ORDER  -  SECOND    CLASS 0
 MK0263
 MK0263.The horizontal coordinates were scaled from a topographic map and have
 MK0263.an estimated accuracy of +/- 6 seconds.
 MK0263
 MK0263.The orthometric height was determined by differential leveling
 MK0263.and adjusted by the National Geodetic Survey in June 1991..
 MK0263
 MK0263.The geoid height was determined by GEOID03.
 MK0263
 MK0263.The dynamic height is computed by dividing the NAVD 88
 MK0263.geopotential number by the normal gravity value computed on the
 MK0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0263.degrees latitude (g = 980.6199 gals.).
 MK0263
 MK0263.The modeled gravity was interpolated from observed gravity values.
 MK0263
 MK0263;                    North         East    Units  Estimated Accuracy
 MK0263;SPC IA S     -   194,770.      286,560.      MT  (+/- 180 meters Scaled)
 MK0263
 MK0263                          SUPERSEDED SURVEY CONTROL
 MK0263
 MK0263  NGVD 29 (??/??/92)  311.020  (m)         1020.40   (f) ADJ UNCH    2 0
 MK0263
 MK0263.Superseded values are not recommended for survey control.
 MK0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0263.See file dsdata.txt to determine how the superseded data were derived.
 MK0263
 MK0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM440234(NAD 83)
 MK0263_MARKER: DB = BENCH MARK DISK
 MK0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0263_STAMPING: F 143 1948
 MK0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0263+STABILITY: SURFACE MOTION
 MK0263
 MK0263  HISTORY     - Date     Condition        Report By
 MK0263  HISTORY     - 1948     MONUMENTED       CGS
 MK0263  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0263
 MK0263                          STATION DESCRIPTION
 MK0263
 MK0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0263'3.2 MI NW FROM MONDAMIN.
 MK0263'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0263'THE STATION AT MONDAMIN, THENCE 1.6 MILES WEST ALONG A DIRT ROAD,
 MK0263'THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, THENCE 0.6 MILE WEST ALONG
 MK0263'A DIRT ROAD, ALONG A FENCE LINE, 74.0 FEET EAST OF THE CENTER
 MK0263'LINE OF A DIKE, 8.0 FEET SOUTH OF THE CENTER LINE OF A EAST-WEST
 MK0263'FIELD ROAD, 1.0 FOOT NORTH OF A FENCE, 1.5 FEET EAST OF A REFERENCE
 MK0263'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MK0263'THE GROUND.
 MK0263
 MK0263                          STATION RECOVERY (1974)
 MK0263
 MK0263'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0176 ***********************************************************************
 MK0176  DESIGNATION -  F 144
 MK0176  PID         -  MK0176
 MK0176  STATE/COUNTY-  IA/HARRISON
 MK0176  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0176
 MK0176                         *CURRENT SURVEY CONTROL
 MK0176  ___________________________________________________________________
 MK0176* NAD 83(1986)-  41 51 27.     (N)    096 06 29.     (W)     SCALED    
 MK0176* NAVD 88     -       316.451  (meters)    1038.22   (feet)  ADJUSTED  
 MK0176  ___________________________________________________________________
 MK0176  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 MK0176  DYNAMIC HT  -         316.329 (meters)    1037.82  (feet)  COMP
 MK0176  MODELED GRAV-     980,228.9   (mgal)                       NAVD 88
 MK0176
 MK0176  VERT ORDER  -  SECOND    CLASS 0
 MK0176
 MK0176.The horizontal coordinates were scaled from a topographic map and have
 MK0176.an estimated accuracy of +/- 6 seconds.
 MK0176
 MK0176.The orthometric height was determined by differential leveling
 MK0176.and adjusted by the National Geodetic Survey in June 1991..
 MK0176
 MK0176.The geoid height was determined by GEOID03.
 MK0176
 MK0176.The dynamic height is computed by dividing the NAVD 88
 MK0176.geopotential number by the normal gravity value computed on the
 MK0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0176.degrees latitude (g = 980.6199 gals.).
 MK0176
 MK0176.The modeled gravity was interpolated from observed gravity values.
 MK0176
 MK0176;                    North         East    Units  Estimated Accuracy
 MK0176;SPC IA S     -   209,530.      283,470.      MT  (+/- 180 meters Scaled)
 MK0176
 MK0176                          SUPERSEDED SURVEY CONTROL
 MK0176
 MK0176  NGVD 29 (??/??/92)  316.300  (m)         1037.73   (f) ADJ UNCH    2 0
 MK0176
 MK0176.Superseded values are not recommended for survey control.
 MK0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0176.See file dsdata.txt to determine how the superseded data were derived.
 MK0176
 MK0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM400379(NAD 83)
 MK0176_MARKER: DB = BENCH MARK DISK
 MK0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0176_STAMPING: F 144 1948
 MK0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0176+STABILITY: SURFACE MOTION
 MK0176
 MK0176  HISTORY     - Date     Condition        Report By
 MK0176  HISTORY     - 1948     MONUMENTED       CGS
 MK0176  HISTORY     - 1974     GOOD             LOCSUR
 MK0176
 MK0176                          STATION DESCRIPTION
 MK0176
 MK0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0176'5.5 MI NW FROM RIVER SIOUX.
 MK0176'3.1 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0176'FROM THE STATION AT RIVER SIOUX, THENCE 1.4 MILES NORTHWEST
 MK0176'ALONG U.S. HIGHWAY NO. 75, THENCE 1.0 MILE WEST ALONG A DIRT
 MK0176'ROAD, 31.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 8.0 FEET
 MK0176'WEST OF THE CENTER LINE OF A TRAIL LEADING SOUTH, 2.6 FEET
 MK0176'SOUTH OF A CORNER FENCE POST, 0.7 FOOT EAST OF A FENCE, 1.5
 MK0176'FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MK0176'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MK0176
 MK0176                          STATION RECOVERY (1974)
 MK0176
 MK0176'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0322 ***********************************************************************
 NM0322  DESIGNATION -  F 145
 NM0322  PID         -  NM0322
 NM0322  STATE/COUNTY-  IA/MONONA
 NM0322  USGS QUAD   -  ONAWA SW (1969)
 NM0322
 NM0322                         *CURRENT SURVEY CONTROL
 NM0322  ___________________________________________________________________
 NM0322* NAD 83(1986)-  42 04 16.     (N)    096 12 49.     (W)     SCALED    
 NM0322* NAVD 88     -       323.135  (meters)    1060.15   (feet)  ADJUSTED  
 NM0322  ___________________________________________________________________
 NM0322  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 NM0322  DYNAMIC HT  -         323.021 (meters)    1059.78  (feet)  COMP
 NM0322  MODELED GRAV-     980,261.4   (mgal)                       NAVD 88
 NM0322
 NM0322  VERT ORDER  -  SECOND    CLASS 0
 NM0322
 NM0322.The horizontal coordinates were scaled from a topographic map and have
 NM0322.an estimated accuracy of +/- 6 seconds.
 NM0322
 NM0322.The orthometric height was determined by differential leveling
 NM0322.and adjusted by the National Geodetic Survey in June 1991..
 NM0322
 NM0322.The geoid height was determined by GEOID03.
 NM0322
 NM0322.The dynamic height is computed by dividing the NAVD 88
 NM0322.geopotential number by the normal gravity value computed on the
 NM0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0322.degrees latitude (g = 980.6199 gals.).
 NM0322
 NM0322.The modeled gravity was interpolated from observed gravity values.
 NM0322
 NM0322;                    North         East    Units  Estimated Accuracy
 NM0322;SPC IA N     - 1,067,040.    1,275,460.      MT  (+/- 180 meters Scaled)
 NM0322
 NM0322                          SUPERSEDED SURVEY CONTROL
 NM0322
 NM0322  NGVD 29 (??/??/92)  322.994  (m)         1059.69   (f) ADJ UNCH    2 0
 NM0322
 NM0322.Superseded values are not recommended for survey control.
 NM0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0322.See file dsdata.txt to determine how the superseded data were derived.
 NM0322
 NM0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM305614(NAD 83)
 NM0322_MARKER: DB = BENCH MARK DISK
 NM0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0322_STAMPING: F 145 1948
 NM0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0322+STABILITY: SURFACE MOTION
 NM0322
 NM0322  HISTORY     - Date     Condition        Report By
 NM0322  HISTORY     - 1948     MONUMENTED       CGS
 NM0322
 NM0322                          STATION DESCRIPTION
 NM0322
 NM0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0322'9.1 MI NW FROM ONAWA.
 NM0322'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0322'AT ONAWA, THENCE 1.2 MILES WEST ALONG COUNTY ROAD H, THENCE 1.9
 NM0322'MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.5 MILE WEST ALONG A
 NM0322'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, THENCE 1.0
 NM0322'MILE WEST ALONG A DIRT ROAD, AT THE NORTHWEST END OF A CURVE,
 NM0322'37.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 11.6 FEET
 NM0322'NORTHEAST OF A FENCE, IN A GROVE OF TREES, 2.2 FEET NORTH OF
 NM0322'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0322'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0548 ***********************************************************************
 NM0548  DESIGNATION -  F 146
 NM0548  PID         -  NM0548
 NM0548  STATE/COUNTY-  IA/WOODBURY
 NM0548  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0548
 NM0548                         *CURRENT SURVEY CONTROL
 NM0548  ___________________________________________________________________
 NM0548* NAD 83(1986)-  42 29 44.     (N)    096 27 40.     (W)     SCALED    
 NM0548* NAVD 88     -       337.555  (meters)    1107.46   (feet)  ADJUSTED  
 NM0548  ___________________________________________________________________
 NM0548  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 NM0548  DYNAMIC HT  -         337.448 (meters)    1107.11  (feet)  COMP
 NM0548  MODELED GRAV-     980,295.0   (mgal)                       NAVD 88
 NM0548
 NM0548  VERT ORDER  -  FIRST     CLASS II
 NM0548
 NM0548.The horizontal coordinates were scaled from a topographic map and have
 NM0548.an estimated accuracy of +/- 6 seconds.
 NM0548
 NM0548.The orthometric height was determined by differential leveling
 NM0548.and adjusted by the National Geodetic Survey in June 1991..
 NM0548
 NM0548.The geoid height was determined by GEOID03.
 NM0548
 NM0548.The dynamic height is computed by dividing the NAVD 88
 NM0548.geopotential number by the normal gravity value computed on the
 NM0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0548.degrees latitude (g = 980.6199 gals.).
 NM0548
 NM0548.The modeled gravity was interpolated from observed gravity values.
 NM0548
 NM0548;                    North         East    Units  Estimated Accuracy
 NM0548;SPC IA N     - 1,114,850.    1,256,640.      MT  (+/- 180 meters Scaled)
 NM0548
 NM0548                          SUPERSEDED SURVEY CONTROL
 NM0548
 NM0548  NGVD 29 (??/??/92)  337.389  (m)         1106.92   (f) ADJ UNCH    1 2
 NM0548
 NM0548.Superseded values are not recommended for survey control.
 NM0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0548.See file dsdata.txt to determine how the superseded data were derived.
 NM0548
 NM0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN086079(NAD 83)
 NM0548_MARKER: DB = BENCH MARK DISK
 NM0548_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM0548_SP_SET: RAILROAD CULVERT
 NM0548_STAMPING: F 146 1948
 NM0548_MARK LOGO: CGS   
 NM0548_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0548+STABILITY: SURFACE MOTION
 NM0548
 NM0548  HISTORY     - Date     Condition        Report By
 NM0548  HISTORY     - 1948     MONUMENTED       CGS
 NM0548  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0548  HISTORY     - 19930824 GOOD             LOCENG
 NM0548
 NM0548                          STATION DESCRIPTION
 NM0548
 NM0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0548'1.9 MI SE FROM RIVERSIDE.
 NM0548'1.6 MILES SOUTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0548'AT RIVERSIDE, THENCE 0.3 MILE SOUTHEAST ALONG THE CHICAGO,
 NM0548'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, SET IN THE WEST CORNER
 NM0548'OF THE SOUTH WALL OF A RAILROAD CULVERT, 2 1/2 POLES WEST OF
 NM0548'MILEPOST NO. 93, 1.1 MILE NORTHWEST OF BENCH MARK G 146, 11.7
 NM0548'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 1.6 FEET EAST
 NM0548'OF THE WEST END OF THE WALL, 0.8 FOOT NORTH OF THE SOUTH FACE
 NM0548'OF THE WALL, ABOUT 1.0 FOOT BELOW TRACK LEVEL.
 NM0548
 NM0548                          STATION RECOVERY (1962)
 NM0548
 NM0548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0548'MARK NOT FOUND.
 NM0548
 NM0548                          STATION RECOVERY (1993)
 NM0548
 NM0548'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 NM0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0510 ***********************************************************************
 MJ0510  DESIGNATION -  F 147
 MJ0510  PID         -  MJ0510
 MJ0510  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0510  USGS QUAD   -  AVOCA (1994)
 MJ0510
 MJ0510                         *CURRENT SURVEY CONTROL
 MJ0510  ___________________________________________________________________
 MJ0510* NAD 83(1986)-  41 25 06.     (N)    095 20 14.     (W)     SCALED    
 MJ0510* NAVD 88     -       372.536  (meters)    1222.23   (feet)  ADJUSTED  
 MJ0510  ___________________________________________________________________
 MJ0510  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 MJ0510  DYNAMIC HT  -         372.389 (meters)    1221.75  (feet)  COMP
 MJ0510  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 MJ0510
 MJ0510  VERT ORDER  -  SECOND    CLASS 0
 MJ0510
 MJ0510.The horizontal coordinates were scaled from a topographic map and have
 MJ0510.an estimated accuracy of +/- 6 seconds.
 MJ0510
 MJ0510.The orthometric height was determined by differential leveling
 MJ0510.and adjusted by the National Geodetic Survey in June 1991..
 MJ0510
 MJ0510.The geoid height was determined by GEOID03.
 MJ0510
 MJ0510.The dynamic height is computed by dividing the NAVD 88
 MJ0510.geopotential number by the normal gravity value computed on the
 MJ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0510.degrees latitude (g = 980.6199 gals.).
 MJ0510
 MJ0510.The modeled gravity was interpolated from observed gravity values.
 MJ0510
 MJ0510;                    North         East    Units  Estimated Accuracy
 MJ0510;SPC IA S     -   159,130.      346,430.      MT  (+/- 180 meters Scaled)
 MJ0510
 MJ0510                          SUPERSEDED SURVEY CONTROL
 MJ0510
 MJ0510  NGVD 29 (??/??/92)  372.448  (m)         1221.94   (f) ADJ UNCH    2 0
 MJ0510
 MJ0510.Superseded values are not recommended for survey control.
 MJ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0510.See file dsdata.txt to determine how the superseded data were derived.
 MJ0510
 MJ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF046878(NAD 83)
 MJ0510_MARKER: DB = BENCH MARK DISK
 MJ0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0510_STAMPING: F 147 1949
 MJ0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0510+STABILITY: SURFACE MOTION
 MJ0510
 MJ0510  HISTORY     - Date     Condition        Report By
 MJ0510  HISTORY     - 1949     MONUMENTED       CGS
 MJ0510  HISTORY     - 1962     MARK NOT FOUND   USGS
 MJ0510
 MJ0510                          STATION DESCRIPTION
 MJ0510
 MJ0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0510'3.1 MI N FROM HANCOCK.
 MJ0510'3.1 MILES NORTH ALONG U.S. HIGHWAY NO. 59 FROM THE HANCOCK
 MJ0510'SCHOOL AT HANCOCK, AT THE SUMMIT OF A HILL, 50.0 FEET WEST OF THE
 MJ0510'CENTER LINE OF THE HIGHWAY, 21.0 FEET NORTH OF THE CENTER LINE
 MJ0510'OF A GATE, 1.0 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE, 1.3
 MJ0510'FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MJ0510'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MJ0510
 MJ0510                          STATION RECOVERY (1962)
 MJ0510
 MJ0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MJ0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0467 ***********************************************************************
 MJ0467  DESIGNATION -  F 148
 MJ0467  PID         -  MJ0467
 MJ0467  STATE/COUNTY-  IA/MILLS
 MJ0467  USGS QUAD   -  CARSON (1978)
 MJ0467
 MJ0467                         *CURRENT SURVEY CONTROL
 MJ0467  ___________________________________________________________________
 MJ0467* NAD 83(1986)-  41 08 05.     (N)    095 28 49.     (W)     SCALED    
 MJ0467* NAVD 88     -       364.180  (meters)    1194.81   (feet)  ADJUSTED  
 MJ0467  ___________________________________________________________________
 MJ0467  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 MJ0467  DYNAMIC HT  -         364.026 (meters)    1194.31  (feet)  COMP
 MJ0467  MODELED GRAV-     980,189.4   (mgal)                       NAVD 88
 MJ0467
 MJ0467  VERT ORDER  -  SECOND    CLASS 0
 MJ0467
 MJ0467.The horizontal coordinates were scaled from a topographic map and have
 MJ0467.an estimated accuracy of +/- 6 seconds.
 MJ0467
 MJ0467.The orthometric height was determined by differential leveling
 MJ0467.and adjusted by the National Geodetic Survey in June 1991..
 MJ0467
 MJ0467.The geoid height was determined by GEOID03.
 MJ0467
 MJ0467.The dynamic height is computed by dividing the NAVD 88
 MJ0467.geopotential number by the normal gravity value computed on the
 MJ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0467.degrees latitude (g = 980.6199 gals.).
 MJ0467
 MJ0467.The modeled gravity was interpolated from observed gravity values.
 MJ0467
 MJ0467;                    North         East    Units  Estimated Accuracy
 MJ0467;SPC IA S     -   127,900.      333,750.      MT  (+/- 180 meters Scaled)
 MJ0467
 MJ0467                          SUPERSEDED SURVEY CONTROL
 MJ0467
 MJ0467  NGVD 29 (??/??/92)  364.095  (m)         1194.54   (f) ADJ UNCH    2 0
 MJ0467
 MJ0467.Superseded values are not recommended for survey control.
 MJ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0467.See file dsdata.txt to determine how the superseded data were derived.
 MJ0467
 MJ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF918566(NAD 83)
 MJ0467_MARKER: DB = BENCH MARK DISK
 MJ0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0467_STAMPING: F 148 1949
 MJ0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0467+STABILITY: SURFACE MOTION
 MJ0467
 MJ0467  HISTORY     - Date     Condition        Report By
 MJ0467  HISTORY     - 1949     MONUMENTED       CGS
 MJ0467
 MJ0467                          STATION DESCRIPTION
 MJ0467
 MJ0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0467'3.5 MI SW FROM HENDERSON.
 MJ0467'0.3 MILE NORTH ALONG STATE HIGHWAY 244 FROM THE CITIZENS BANK
 MJ0467'AT HENDERSON, THENCE 2.4 MILES WEST ALONG COUNTY ROAD U, THENCE
 MJ0467'0.8 MILE SOUTH ALONG COUNTY ROAD U, AT THE SUMMIT OF A HILL,
 MJ0467'59.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 16.0 FEET SOUTH
 MJ0467'OF THE CENTER LINE OF A FIELD ROAD LEADING EAST ALONG THE NORTH
 MJ0467'EDGE OF A FIELD, 1.0 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE,
 MJ0467'1.5 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 MJ0467'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0478 ***********************************************************************
 MJ0478  DESIGNATION -  F 149
 MJ0478  PID         -  MJ0478
 MJ0478  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0478  USGS QUAD   -  CARSON (1978)
 MJ0478
 MJ0478                         *CURRENT SURVEY CONTROL
 MJ0478  ___________________________________________________________________
 MJ0478* NAD 83(1986)-  41 13 05.     (N)    095 24 12.     (W)     SCALED    
 MJ0478* NAVD 88     -       366.485  (meters)    1202.38   (feet)  ADJUSTED  
 MJ0478  ___________________________________________________________________
 MJ0478  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 MJ0478  DYNAMIC HT  -         366.334 (meters)    1201.88  (feet)  COMP
 MJ0478  MODELED GRAV-     980,200.1   (mgal)                       NAVD 88
 MJ0478
 MJ0478  VERT ORDER  -  SECOND    CLASS 0
 MJ0478
 MJ0478.The horizontal coordinates were scaled from a topographic map and have
 MJ0478.an estimated accuracy of +/- 6 seconds.
 MJ0478
 MJ0478.The orthometric height was determined by differential leveling
 MJ0478.and adjusted by the National Geodetic Survey in June 1991..
 MJ0478
 MJ0478.The geoid height was determined by GEOID03.
 MJ0478
 MJ0478.The dynamic height is computed by dividing the NAVD 88
 MJ0478.geopotential number by the normal gravity value computed on the
 MJ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0478.degrees latitude (g = 980.6199 gals.).
 MJ0478
 MJ0478.The modeled gravity was interpolated from observed gravity values.
 MJ0478
 MJ0478;                    North         East    Units  Estimated Accuracy
 MJ0478;SPC IA S     -   137,010.      340,410.      MT  (+/- 180 meters Scaled)
 MJ0478
 MJ0478                          SUPERSEDED SURVEY CONTROL
 MJ0478
 MJ0478.No superseded survey control is available for this station.
 MJ0478
 MJ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF985657(NAD 83)
 MJ0478_MARKER: DB = BENCH MARK DISK
 MJ0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0478_STAMPING: F 149 1949
 MJ0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0478+STABILITY: SURFACE MOTION
 MJ0478
 MJ0478  HISTORY     - Date     Condition        Report By
 MJ0478  HISTORY     - 1949     MONUMENTED       CGS
 MJ0478
 MJ0478                          STATION DESCRIPTION
 MJ0478
 MJ0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0478'2.2 MI SE FROM CARSON.
 MJ0478'0.2 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0478'FROM THE STATION AT CARSON, THENCE 1.0 MILE EAST ALONG STATE
 MJ0478'HIGHWAY NO. 100, THENCE 1.0 MILE SOUTH ALONG U.S. HIGHWAY NO. 59,
 MJ0478'IN THE NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 52.0 FEET
 MJ0478'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 48.0 FEET EAST
 MJ0478'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 250.0 FEET NORTH OF
 MJ0478'THE SUMMIT OF A HILL, ON THE TOP OF A CUT BANK, 1.9 FEET WEST
 MJ0478'OF THE EAST RIGHT-OF-WAY FENCE, 1.4 FEET SOUTH OF A REFERENCE
 MJ0478'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MJ0478'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0479 ***********************************************************************
 MJ0479  DESIGNATION -  F 149 RESET
 MJ0479  PID         -  MJ0479
 MJ0479  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0479  USGS QUAD   -  CARSON (1978)
 MJ0479
 MJ0479                         *CURRENT SURVEY CONTROL
 MJ0479  ___________________________________________________________________
 MJ0479* NAD 83(1986)-  41 13 05.     (N)    095 24 13.     (W)     SCALED    
 MJ0479* NAVD 88     -       364.94   (meters)    1197.3    (feet)  RESET     
 MJ0479  ___________________________________________________________________
 MJ0479  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 MJ0479
 MJ0479  VERT ORDER  -  THIRD
 MJ0479
 MJ0479.The horizontal coordinates were scaled from a topographic map and have
 MJ0479.an estimated accuracy of +/- 6 seconds.
 MJ0479
 MJ0479.The orthometric height was computed from unverified reset data.
 MJ0479
 MJ0479.The geoid height was determined by GEOID03.
 MJ0479
 MJ0479;                    North         East    Units  Estimated Accuracy
 MJ0479;SPC IA S     -   137,010.      340,390.      MT  (+/- 180 meters Scaled)
 MJ0479
 MJ0479                          SUPERSEDED SURVEY CONTROL
 MJ0479
 MJ0479  NGVD 29 (??/??/??)  364.86   (m)         1197.0    (f) RESET       3  
 MJ0479
 MJ0479.Superseded values are not recommended for survey control.
 MJ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0479.See file dsdata.txt to determine how the superseded data were derived.
 MJ0479
 MJ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF985657(NAD 83)
 MJ0479_MARKER: DB = BENCH MARK DISK
 MJ0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0479_STAMPING: F 149 RESET 1955
 MJ0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0479+STABILITY: SURFACE MOTION
 MJ0479
 MJ0479  HISTORY     - Date     Condition        Report By
 MJ0479  HISTORY     - 1955     MONUMENTED       CGS
 MJ0479  HISTORY     - 1956     GOOD             NGS
 MJ0479
 MJ0479                          STATION DESCRIPTION
 MJ0479
 MJ0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MJ0479'0.2 MI S FROM CARSON.
 MJ0479'0.2 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0479'FROM THE STATION AT CARSON, THENCE 1.0 MILE EAST ALONG STATE
 MJ0479'HIGHWAY 100, AND THENCE 1.0 MILE SOUTH ALONG U.S. HIGHWAY 59,
 MJ0479'IN THE NORTHEAST ANGLE OF A PUBLIC-ROAD CROSSING, 99.0 FEET EAST
 MJ0479'OF THE CENTERLINE OF THE HIGHWAY AT SURVEY STATION 1664+53.0,
 MJ0479'288 FEET NORTH OF THE SUMMIT OF A HILL, AT THE TOP OF A CUT
 MJ0479'BANK, 5.0 FEET NORTHWEST OF A POLE, AND 1.5 FEET SOUTH EAST
 MJ0479'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 149
 MJ0479'RESET 1955 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 MJ0479'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0005 ***********************************************************************
 NM0005  DESIGNATION -  F 15
 NM0005  PID         -  NM0005
 NM0005  STATE/COUNTY-  IA/PLYMOUTH
 NM0005  USGS QUAD   -  JAMES (1994)
 NM0005
 NM0005                         *CURRENT SURVEY CONTROL
 NM0005  ___________________________________________________________________
 NM0005* NAD 83(1986)-  42 34 41.     (N)    096 18 49.     (W)     SCALED    
 NM0005* NAVD 88     -       343.218  (meters)    1126.04   (feet)  ADJUSTED  
 NM0005  ___________________________________________________________________
 NM0005  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 NM0005  DYNAMIC HT  -         343.106 (meters)    1125.67  (feet)  COMP
 NM0005  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 NM0005
 NM0005  VERT ORDER  -  SECOND    CLASS 0
 NM0005
 NM0005.The horizontal coordinates were scaled from a topographic map and have
 NM0005.an estimated accuracy of +/- 6 seconds.
 NM0005
 NM0005.The orthometric height was determined by differential leveling
 NM0005.and adjusted by the National Geodetic Survey in June 1991..
 NM0005
 NM0005.The geoid height was determined by GEOID03.
 NM0005
 NM0005.The dynamic height is computed by dividing the NAVD 88
 NM0005.geopotential number by the normal gravity value computed on the
 NM0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0005.degrees latitude (g = 980.6199 gals.).
 NM0005
 NM0005.The modeled gravity was interpolated from observed gravity values.
 NM0005
 NM0005;                    North         East    Units  Estimated Accuracy
 NM0005;SPC IA N     - 1,123,590.    1,269,070.      MT  (+/- 180 meters Scaled)
 NM0005
 NM0005                          SUPERSEDED SURVEY CONTROL
 NM0005
 NM0005  NGVD 29 (??/??/92)  343.003  (m)         1125.34   (f) ADJ UNCH    2 0
 NM0005
 NM0005.Superseded values are not recommended for survey control.
 NM0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0005.See file dsdata.txt to determine how the superseded data were derived.
 NM0005
 NM0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN204174(NAD 83)
 NM0005_MARKER: DB = BENCH MARK DISK
 NM0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0005_STAMPING: F 15 1934
 NM0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0005+STABILITY: SURFACE MOTION
 NM0005
 NM0005  HISTORY     - Date     Condition        Report By
 NM0005  HISTORY     - 1934     MONUMENTED       CGS
 NM0005  HISTORY     - 1962     MARK NOT FOUND   NGS
 NM0005
 NM0005                          STATION DESCRIPTION
 NM0005
 NM0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NM0005'8 MI NE FROM SIOUX CITY.
 NM0005'IN PLYMOUTH COUNTY, 8 MILES NORTHEAST ALONG THE SOO LINE RAILROAD
 NM0005'FORMERLY (C.SP. M. AND O RY) FROM THE STATION AT SIOUX CITY,
 NM0005'WOODBURY COUNTY, 54 YARDS NORTHEAST OF THE STATION AT JAMES,
 NM0005'PLYMOUTH COUNTY, 38 YARDS NORTHWEST OF U.S. HIGHWAY 75, 36 FEET
 NM0005'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AND 22 FEET
 NM0005'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SIDETRACK.  A STANDARD
 NM0005'DISK, STAMPED F 15 1934 AND SET IN THE TOP OF A CONCRETE POST
 NM0005'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0538 ***********************************************************************
 MJ0538  DESIGNATION -  F 150
 MJ0538  PID         -  MJ0538
 MJ0538  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0538  USGS QUAD   -  AVOCA (1994)
 MJ0538
 MJ0538                         *CURRENT SURVEY CONTROL
 MJ0538  ___________________________________________________________________
 MJ0538* NAD 83(1986)-  41 29 53.     (N)    095 20 12.     (W)     SCALED    
 MJ0538* NAVD 88     -       379.871  (meters)    1246.29   (feet)  ADJUSTED  
 MJ0538  ___________________________________________________________________
 MJ0538  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 MJ0538  DYNAMIC HT  -         379.714 (meters)    1245.78  (feet)  COMP
 MJ0538  MODELED GRAV-     980,199.4   (mgal)                       NAVD 88
 MJ0538
 MJ0538  VERT ORDER  -  SECOND    CLASS 0
 MJ0538
 MJ0538.The horizontal coordinates were scaled from a topographic map and have
 MJ0538.an estimated accuracy of +/- 6 seconds.
 MJ0538
 MJ0538.The orthometric height was determined by differential leveling
 MJ0538.and adjusted by the National Geodetic Survey in June 1991..
 MJ0538
 MJ0538.The geoid height was determined by GEOID03.
 MJ0538
 MJ0538.The dynamic height is computed by dividing the NAVD 88
 MJ0538.geopotential number by the normal gravity value computed on the
 MJ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0538.degrees latitude (g = 980.6199 gals.).
 MJ0538
 MJ0538.The modeled gravity was interpolated from observed gravity values.
 MJ0538
 MJ0538;                    North         East    Units  Estimated Accuracy
 MJ0538;SPC IA S     -   167,980.      346,660.      MT  (+/- 180 meters Scaled)
 MJ0538
 MJ0538                          SUPERSEDED SURVEY CONTROL
 MJ0538
 MJ0538  NGVD 29 (??/??/92)  379.772  (m)         1245.97   (f) ADJ UNCH    2 0
 MJ0538
 MJ0538.Superseded values are not recommended for survey control.
 MJ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0538.See file dsdata.txt to determine how the superseded data were derived.
 MJ0538
 MJ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF049966(NAD 83)
 MJ0538_MARKER: DB = BENCH MARK DISK
 MJ0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0538_STAMPING: F 150 1949
 MJ0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0538+STABILITY: SURFACE MOTION
 MJ0538
 MJ0538  HISTORY     - Date     Condition        Report By
 MJ0538  HISTORY     - 1949     MONUMENTED       CGS
 MJ0538
 MJ0538                          STATION DESCRIPTION
 MJ0538
 MJ0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0538'1.6 MI N FROM AVOCA.
 MJ0538'1.6 MILES NORTH ALONG U.S. HIGHWAY NO. 59 FROM THE AVOCA WATERWORKS
 MJ0538'BUILDING AT AVOCA, IN THE SOUTHWEST QUARTER OF A PUBLIC ROAD
 MJ0538'CROSSING, 24.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 MJ0538'ROAD, 34.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 44.0 FEET
 MJ0538'WEST OF PAVEMENT STATION NO. 1516, 7.0 FEET EAST OF A TELEPHONE
 MJ0538'POLE, 7.5 FEET WEST OF A POWER LINE POLE, 1.1 FEET EAST OF A
 MJ0538'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 MJ0538'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0539 ***********************************************************************
 MJ0539  DESIGNATION -  F 150 RESET
 MJ0539  PID         -  MJ0539
 MJ0539  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0539  USGS QUAD   -  AVOCA (1994)
 MJ0539
 MJ0539                         *CURRENT SURVEY CONTROL
 MJ0539  ___________________________________________________________________
 MJ0539* NAD 83(1986)-  41 29 53.     (N)    095 20 12.     (W)     SCALED    
 MJ0539* NAVD 88     -       383.33   (meters)    1257.6    (feet)  RESET     
 MJ0539  ___________________________________________________________________
 MJ0539  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 MJ0539
 MJ0539  VERT ORDER  -  THIRD
 MJ0539
 MJ0539.The horizontal coordinates were scaled from a topographic map and have
 MJ0539.an estimated accuracy of +/- 6 seconds.
 MJ0539
 MJ0539.The orthometric height was computed from unverified reset data.
 MJ0539
 MJ0539.The geoid height was determined by GEOID03.
 MJ0539
 MJ0539;                    North         East    Units  Estimated Accuracy
 MJ0539;SPC IA S     -   167,980.      346,660.      MT  (+/- 180 meters Scaled)
 MJ0539
 MJ0539                          SUPERSEDED SURVEY CONTROL
 MJ0539
 MJ0539  NGVD 29 (??/??/??)  383.23   (m)         1257.3    (f) RESET       3  
 MJ0539
 MJ0539.Superseded values are not recommended for survey control.
 MJ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0539.See file dsdata.txt to determine how the superseded data were derived.
 MJ0539
 MJ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF049966(NAD 83)
 MJ0539_MARKER: DD = SURVEY DISK
 MJ0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0539_SP_SET: BRIDGE
 MJ0539_STAMPING: F 150 RESET 1964
 MJ0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0539
 MJ0539  HISTORY     - Date     Condition        Report By
 MJ0539  HISTORY     - 1964     MONUMENTED       IAHD
 MJ0539
 MJ0539                          STATION DESCRIPTION
 MJ0539
 MJ0539'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1964
 MJ0539'0.8 MI N FROM AVOCA.
 MJ0539'ABOUT 0.75 MILES NORTH ALONG HIGHWAY 59 FROM AVOCA, IN THE NORTH
 MJ0539'WEST WING OF THE EAST BRIDGE OVER INTERSTATE ROUTE 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0295 ***********************************************************************
 MJ0295  DESIGNATION -  F 151
 MJ0295  PID         -  MJ0295
 MJ0295  STATE/COUNTY-  IA/SHELBY
 MJ0295  USGS QUAD   -  IRWIN (1978)
 MJ0295
 MJ0295                         *CURRENT SURVEY CONTROL
 MJ0295  ___________________________________________________________________
 MJ0295* NAD 83(1986)-  41 50 57.     (N)    095 11 18.     (W)     SCALED    
 MJ0295* NAVD 88     -       415.841  (meters)    1364.31   (feet)  ADJUSTED  
 MJ0295  ___________________________________________________________________
 MJ0295  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 MJ0295  DYNAMIC HT  -         415.647 (meters)    1363.67  (feet)  COMP
 MJ0295  MODELED GRAV-     980,143.0   (mgal)                       NAVD 88
 MJ0295
 MJ0295  VERT ORDER  -  SECOND    CLASS 0
 MJ0295
 MJ0295.The horizontal coordinates were scaled from a topographic map and have
 MJ0295.an estimated accuracy of +/- 6 seconds.
 MJ0295
 MJ0295.The orthometric height was determined by differential leveling
 MJ0295.and adjusted by the National Geodetic Survey in June 1991..
 MJ0295
 MJ0295.The geoid height was determined by GEOID03.
 MJ0295
 MJ0295.The dynamic height is computed by dividing the NAVD 88
 MJ0295.geopotential number by the normal gravity value computed on the
 MJ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0295.degrees latitude (g = 980.6199 gals.).
 MJ0295
 MJ0295.The modeled gravity was interpolated from observed gravity values.
 MJ0295
 MJ0295;                    North         East    Units  Estimated Accuracy
 MJ0295;SPC IA S     -   206,720.      359,800.      MT  (+/- 180 meters Scaled)
 MJ0295
 MJ0295                          SUPERSEDED SURVEY CONTROL
 MJ0295
 MJ0295  NGVD 29 (??/??/92)  415.703  (m)         1363.85   (f) ADJ UNCH    2 0
 MJ0295
 MJ0295.Superseded values are not recommended for survey control.
 MJ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0295.See file dsdata.txt to determine how the superseded data were derived.
 MJ0295
 MJ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG183353(NAD 83)
 MJ0295_MARKER: DB = BENCH MARK DISK
 MJ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0295_STAMPING: F 151 1949
 MJ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0295+STABILITY: SURFACE MOTION
 MJ0295
 MJ0295  HISTORY     - Date     Condition        Report By
 MJ0295  HISTORY     - 1949     MONUMENTED       CGS
 MJ0295
 MJ0295                          STATION DESCRIPTION
 MJ0295
 MJ0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0295'5.1 MI NE FROM IRWIN.
 MJ0295'4.0 MILES NORTH ALONG COUNTY ROAD M FROM THE JUNCTION OF COUNTY
 MJ0295'ROAD M WITH STATE HIGHWAY 268 AT IRWIN, THENCE 1.1 MILES EAST
 MJ0295'ALONG COUNTY ROAD M, IN THE SOUTHEAST CORNER OF A SCHOOLYARD,
 MJ0295'205.0 FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 208.0 FEET
 MJ0295'EAST OF THE CENTER LINE OF A NORTH-SOUTH SECTION LINE ROAD, 107.5
 MJ0295'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING,
 MJ0295'2.0 FEET NORTHWEST OF AN IRON FENCE POST, 1.7 FEET NORTH OF AN
 MJ0295'EAST-WEST FENCE, 1.6 FEET WEST OF A NORTH-SOUTH FENCE, 1.2 FEET
 MJ0295'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 MJ0295'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0345 ***********************************************************************
 NM0345  DESIGNATION -  F 152
 NM0345  PID         -  NM0345
 NM0345  STATE/COUNTY-  IA/WOODBURY
 NM0345  USGS QUAD   -  LUTON (1964)
 NM0345
 NM0345                         *CURRENT SURVEY CONTROL
 NM0345  ___________________________________________________________________
 NM0345* NAD 83(1986)-  42 20 51.     (N)    096 14 03.     (W)     SCALED    
 NM0345* NAVD 88     -       328.733  (meters)    1078.52   (feet)  ADJUSTED  
 NM0345  ___________________________________________________________________
 NM0345  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 NM0345  DYNAMIC HT  -         328.625 (meters)    1078.16  (feet)  COMP
 NM0345  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 NM0345
 NM0345  VERT ORDER  -  SECOND    CLASS 0
 NM0345
 NM0345.The horizontal coordinates were scaled from a topographic map and have
 NM0345.an estimated accuracy of +/- 6 seconds.
 NM0345
 NM0345.The orthometric height was determined by differential leveling
 NM0345.and adjusted by the National Geodetic Survey in June 1991..
 NM0345
 NM0345.The geoid height was determined by GEOID03.
 NM0345
 NM0345.The dynamic height is computed by dividing the NAVD 88
 NM0345.geopotential number by the normal gravity value computed on the
 NM0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0345.degrees latitude (g = 980.6199 gals.).
 NM0345
 NM0345.The modeled gravity was interpolated from observed gravity values.
 NM0345
 NM0345;                    North         East    Units  Estimated Accuracy
 NM0345;SPC IA N     - 1,097,780.    1,274,760.      MT  (+/- 180 meters Scaled)
 NM0345
 NM0345                          SUPERSEDED SURVEY CONTROL
 NM0345
 NM0345  NGVD 29 (??/??/92)  328.573  (m)         1077.99   (f) ADJ UNCH    2 0
 NM0345
 NM0345.Superseded values are not recommended for survey control.
 NM0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0345.See file dsdata.txt to determine how the superseded data were derived.
 NM0345
 NM0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM278920(NAD 83)
 NM0345_MARKER: DB = BENCH MARK DISK
 NM0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0345_STAMPING: F 152 1949
 NM0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0345+STABILITY: SURFACE MOTION
 NM0345
 NM0345  HISTORY     - Date     Condition        Report By
 NM0345  HISTORY     - 1949     MONUMENTED       CGS
 NM0345
 NM0345                          STATION DESCRIPTION
 NM0345
 NM0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0345'0.8 MI NW FROM LUTON.
 NM0345'0.15 MILE NORTH ALONG A GRAVELED STREET FROM THE CONSOLIDATED
 NM0345'SCHOOL AT LUTON, THENCE 0.6 MILE NORTHWEST ALONG A GRAVELED
 NM0345'ROAD, 44 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 37.0
 NM0345'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE CHICAGO, MILWAUKEE,
 NM0345'ST. PAUL AND PACIFIC RAILROAD, 7.0 FEET SOUTHEAST OF A TELEPHONE
 NM0345'POLE, 2.0 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM0345'5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0036 ***********************************************************************
 NM0036  DESIGNATION -  F 154
 NM0036  PID         -  NM0036
 NM0036  STATE/COUNTY-  IA/SIOUX
 NM0036  USGS QUAD   -  HAWARDEN SOUTH (1969)
 NM0036
 NM0036                         *CURRENT SURVEY CONTROL
 NM0036  ___________________________________________________________________
 NM0036* NAD 83(1986)-  42 57 58.     (N)    096 29 25.     (W)     SCALED    
 NM0036* NAVD 88     -       357.255  (meters)    1172.09   (feet)  ADJUSTED  
 NM0036  ___________________________________________________________________
 NM0036  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 NM0036  DYNAMIC HT  -         357.160 (meters)    1171.78  (feet)  COMP
 NM0036  MODELED GRAV-     980,343.9   (mgal)                       NAVD 88
 NM0036
 NM0036  VERT ORDER  -  FIRST     CLASS II
 NM0036
 NM0036.The horizontal coordinates were scaled from a topographic map and have
 NM0036.an estimated accuracy of +/- 6 seconds.
 NM0036
 NM0036.The orthometric height was determined by differential leveling
 NM0036.and adjusted by the National Geodetic Survey in June 1991..
 NM0036
 NM0036.The geoid height was determined by GEOID03.
 NM0036
 NM0036.The dynamic height is computed by dividing the NAVD 88
 NM0036.geopotential number by the normal gravity value computed on the
 NM0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0036.degrees latitude (g = 980.6199 gals.).
 NM0036
 NM0036.The modeled gravity was interpolated from observed gravity values.
 NM0036
 NM0036;                    North         East    Units  Estimated Accuracy
 NM0036;SPC IA N     - 1,167,170.    1,256,100.      MT  (+/- 180 meters Scaled)
 NM0036
 NM0036                          SUPERSEDED SURVEY CONTROL
 NM0036
 NM0036  NGVD 29 (??/??/92)  357.05   (m)         1171.4    (f) COMPUTED    1 2
 NM0036
 NM0036.Superseded values are not recommended for survey control.
 NM0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0036.See file dsdata.txt to determine how the superseded data were derived.
 NM0036
 NM0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN046601(NAD 83)
 NM0036_MARKER: DB = BENCH MARK DISK
 NM0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0036_STAMPING: F 154 1949
 NM0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0036+STABILITY: SURFACE MOTION
 NM0036
 NM0036  HISTORY     - Date     Condition        Report By
 NM0036  HISTORY     - 1949     MONUMENTED       CGS
 NM0036
 NM0036                          STATION DESCRIPTION
 NM0036
 NM0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0036'2 MI S FROM HAWARDEN.
 NM0036'2.0 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0036'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HAWARDEN, 81.0
 NM0036'FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 12, 37.0 FEET WEST
 NM0036'OF THE WEST RAIL, 13.2 FEET SOUTH OF MILE-POST 23, 1.9 FEET NORTH
 NM0036'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 NM0036'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0335 ***********************************************************************
 NM0335  DESIGNATION -  F 155
 NM0335  PID         -  NM0335
 NM0335  STATE/COUNTY-  IA/MONONA
 NM0335  USGS QUAD   -  HORNICK (1969)
 NM0335
 NM0335                         *CURRENT SURVEY CONTROL
 NM0335  ___________________________________________________________________
 NM0335* NAD 83(1986)-  42 08 24.     (N)    096 00 21.     (W)     SCALED    
 NM0335* NAVD 88     -       321.270  (meters)    1054.03   (feet)  ADJUSTED  
 NM0335  ___________________________________________________________________
 NM0335  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 NM0335  DYNAMIC HT  -         321.154 (meters)    1053.65  (feet)  COMP
 NM0335  MODELED GRAV-     980,251.0   (mgal)                       NAVD 88
 NM0335
 NM0335  VERT ORDER  -  SECOND    CLASS 0
 NM0335
 NM0335.The horizontal coordinates were scaled from a topographic map and have
 NM0335.an estimated accuracy of +/- 6 seconds.
 NM0335
 NM0335.The orthometric height was determined by differential leveling
 NM0335.and adjusted by the National Geodetic Survey in June 1991..
 NM0335
 NM0335.The geoid height was determined by GEOID03.
 NM0335
 NM0335.The dynamic height is computed by dividing the NAVD 88
 NM0335.geopotential number by the normal gravity value computed on the
 NM0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0335.degrees latitude (g = 980.6199 gals.).
 NM0335
 NM0335.The modeled gravity was interpolated from observed gravity values.
 NM0335
 NM0335;                    North         East    Units  Estimated Accuracy
 NM0335;SPC IA N     - 1,074,160.    1,292,880.      MT  (+/- 180 meters Scaled)
 NM0335
 NM0335                          SUPERSEDED SURVEY CONTROL
 NM0335
 NM0335  NGVD 29 (??/??/92)  321.124  (m)         1053.55   (f) ADJ UNCH    2 0
 NM0335
 NM0335.Superseded values are not recommended for survey control.
 NM0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0335.See file dsdata.txt to determine how the superseded data were derived.
 NM0335
 NM0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM474696(NAD 83)
 NM0335_MARKER: DB = BENCH MARK DISK
 NM0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0335_STAMPING: F 155 1949
 NM0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0335+STABILITY: SURFACE MOTION
 NM0335
 NM0335  HISTORY     - Date     Condition        Report By
 NM0335  HISTORY     - 1949     MONUMENTED       CGS
 NM0335
 NM0335                          STATION DESCRIPTION
 NM0335
 NM0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0335'5.4 MI SW FROM RODNEY.
 NM0335'4.4 MILES SOUTHWEST ALONG COUNTY ROAD A FROM THE ELEMENTARY
 NM0335'SCHOOL AT RODNEY, THENCE 1.0 MILE SOUTH ALONG COUNTY ROAD A,
 NM0335'96 FEET WEST OF THE CENTER LINE OF COUNTY ROAD A, 48.0 FEET
 NM0335'WEST OF A FENCE CORNER POST, 14 FEET NORTH OF THE CENTER LINE
 NM0335'OF A PRIVATE ROAD LEADING WEST, 1.4 FEET SOUTH OF A FENCE, 2.0
 NM0335'FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 NM0335'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0904 ***********************************************************************
 LF0904  DESIGNATION -  F 157
 LF0904  PID         -  LF0904
 LF0904  STATE/COUNTY-  IA/FREMONT
 LF0904  USGS QUAD   -  SIDNEY (1981)
 LF0904
 LF0904                         *CURRENT SURVEY CONTROL
 LF0904  ___________________________________________________________________
 LF0904* NAD 83(1986)-  40 44 56.     (N)    095 37 47.     (W)     SCALED    
 LF0904* NAVD 88     -       319.291  (meters)    1047.54   (feet)  ADJUSTED  
 LF0904  ___________________________________________________________________
 LF0904  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LF0904  DYNAMIC HT  -         319.121 (meters)    1046.98  (feet)  COMP
 LF0904  MODELED GRAV-     980,083.8   (mgal)                       NAVD 88
 LF0904
 LF0904  VERT ORDER  -  SECOND    CLASS 0
 LF0904
 LF0904.The horizontal coordinates were scaled from a topographic map and have
 LF0904.an estimated accuracy of +/- 6 seconds.
 LF0904
 LF0904.The orthometric height was determined by differential leveling
 LF0904.and adjusted by the National Geodetic Survey in June 1991..
 LF0904
 LF0904.The geoid height was determined by GEOID03.
 LF0904
 LF0904.The dynamic height is computed by dividing the NAVD 88
 LF0904.geopotential number by the normal gravity value computed on the
 LF0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0904.degrees latitude (g = 980.6199 gals.).
 LF0904
 LF0904.The modeled gravity was interpolated from observed gravity values.
 LF0904
 LF0904;                    North         East    Units  Estimated Accuracy
 LF0904;SPC IA S     -    85,370.      320,160.      MT  (+/- 180 meters Scaled)
 LF0904
 LF0904                          SUPERSEDED SURVEY CONTROL
 LF0904
 LF0904  NGVD 29 (??/??/92)  319.186  (m)         1047.20   (f) ADJ UNCH    2 0
 LF0904
 LF0904.Superseded values are not recommended for survey control.
 LF0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0904.See file dsdata.txt to determine how the superseded data were derived.
 LF0904
 LF0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF779142(NAD 83)
 LF0904_MARKER: DB = BENCH MARK DISK
 LF0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0904_STAMPING: F 157 1949
 LF0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0904+STABILITY: SURFACE MOTION
 LF0904
 LF0904  HISTORY     - Date     Condition        Report By
 LF0904  HISTORY     - 1949     MONUMENTED       CGS
 LF0904
 LF0904                          STATION DESCRIPTION
 LF0904
 LF0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0904'1 MI E FROM SIDNEY.
 LF0904'0.95 MILE EAST ALONG STATE HIGHWAY 2 FROM THE COURTHOUSE AT
 LF0904'SIDNEY, AT THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION,
 LF0904'38 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 19.8 FEET
 LF0904'SOUTHWEST OF A TELEPHONE POLE, 2.0 FEET NORTH OF THE NORTHWEST
 LF0904'CORNER OF THE RAILROAD STATION, 2.2 FEET WEST OF A WITNESS
 LF0904'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 LF0904'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0123 ***********************************************************************
 MK0123  DESIGNATION -  F 158
 MK0123  PID         -  MK0123
 MK0123  STATE/COUNTY-  IA/MONONA
 MK0123  USGS QUAD   -  BLENCOE (1970)
 MK0123
 MK0123                         *CURRENT SURVEY CONTROL
 MK0123  ___________________________________________________________________
 MK0123* NAD 83(1986)-  41 57 56.     (N)    096 01 16.     (W)     SCALED    
 MK0123* NAVD 88     -       316.697  (meters)    1039.03   (feet)  ADJUSTED  
 MK0123  ___________________________________________________________________
 MK0123  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 MK0123  DYNAMIC HT  -         316.579 (meters)    1038.64  (feet)  COMP
 MK0123  MODELED GRAV-     980,239.4   (mgal)                       NAVD 88
 MK0123
 MK0123  VERT ORDER  -  SECOND    CLASS 0
 MK0123
 MK0123.The horizontal coordinates were scaled from a topographic map and have
 MK0123.an estimated accuracy of +/- 6 seconds.
 MK0123
 MK0123.The orthometric height was determined by differential leveling
 MK0123.and adjusted by the National Geodetic Survey in June 1991..
 MK0123
 MK0123.The geoid height was determined by GEOID03.
 MK0123
 MK0123.The dynamic height is computed by dividing the NAVD 88
 MK0123.geopotential number by the normal gravity value computed on the
 MK0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0123.degrees latitude (g = 980.6199 gals.).
 MK0123
 MK0123.The modeled gravity was interpolated from observed gravity values.
 MK0123
 MK0123;                    North         East    Units  Estimated Accuracy
 MK0123;SPC IA N     - 1,054,830.    1,291,040.      MT  (+/- 180 meters Scaled)
 MK0123
 MK0123                          SUPERSEDED SURVEY CONTROL
 MK0123
 MK0123  NGVD 29 (??/??/92)  316.550  (m)         1038.55   (f) ADJ UNCH    2 0
 MK0123
 MK0123.Superseded values are not recommended for survey control.
 MK0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0123.See file dsdata.txt to determine how the superseded data were derived.
 MK0123
 MK0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM468502(NAD 83)
 MK0123_MARKER: DB = BENCH MARK DISK
 MK0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0123_STAMPING: F 158 1949
 MK0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0123+STABILITY: SURFACE MOTION
 MK0123
 MK0123  HISTORY     - Date     Condition        Report By
 MK0123  HISTORY     - 1949     MONUMENTED       CGS
 MK0123  HISTORY     - 1974     GOOD             LOCENG
 MK0123
 MK0123                          STATION DESCRIPTION
 MK0123
 MK0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0123'5.8 MI NE FROM BLENCOE.
 MK0123'0.25 MILE EAST FROM THE CATHOLIC CHURCH ALONG THE MAIN STREET
 MK0123'OF BLENCOE, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 MK0123'1.2 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES EAST
 MK0123'ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRADED
 MK0123'DIRT ROAD, AT A ROAD INTERSECTION, 82 FEET NORTH OF THE CENTER
 MK0123'LINE OF THE GRAVELED ROAD, 35 FEET WEST OF THE CENTER LINE OF THE
 MK0123'DIRT ROAD LEADING NORTH, 2.5 FEET WEST OF A BRACED POWER LINE
 MK0123'POLE, 1.2 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 MK0123'5-FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MK0123'NOTE-- 3.7 FEET NORTH OF BRACED POWERLINE POLE IN SOUTH SIDE OF
 MK0123'FIELD ENTRANCE.  0.4 FOOT BELOW GROUND.
 MK0123
 MK0123                          STATION RECOVERY (1974)
 MK0123
 MK0123'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 MK0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0447 ***********************************************************************
 NL0447  DESIGNATION -  F 159
 NL0447  PID         -  NL0447
 NL0447  STATE/COUNTY-  IA/MONONA
 NL0447  USGS QUAD   -  CASTANA (1982)
 NL0447
 NL0447                         *CURRENT SURVEY CONTROL
 NL0447  ___________________________________________________________________
 NL0447* NAD 83(1986)-  42 00 15.     (N)    095 53 58.     (W)     SCALED    
 NL0447* NAVD 88     -       346.526  (meters)    1136.89   (feet)  ADJUSTED  
 NL0447  ___________________________________________________________________
 NL0447  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 NL0447  DYNAMIC HT  -         346.394 (meters)    1136.46  (feet)  COMP
 NL0447  MODELED GRAV-     980,232.0   (mgal)                       NAVD 88
 NL0447
 NL0447  VERT ORDER  -  SECOND    CLASS 0
 NL0447
 NL0447.The horizontal coordinates were scaled from a topographic map and have
 NL0447.an estimated accuracy of +/- 6 seconds.
 NL0447
 NL0447.The orthometric height was determined by differential leveling
 NL0447.and adjusted by the National Geodetic Survey in June 1991..
 NL0447
 NL0447.The geoid height was determined by GEOID03.
 NL0447
 NL0447.The dynamic height is computed by dividing the NAVD 88
 NL0447.geopotential number by the normal gravity value computed on the
 NL0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0447.degrees latitude (g = 980.6199 gals.).
 NL0447
 NL0447.The modeled gravity was interpolated from observed gravity values.
 NL0447
 NL0447;                    North         East    Units  Estimated Accuracy
 NL0447;SPC IA N     - 1,058,820.    1,301,240.      MT  (+/- 180 meters Scaled)
 NL0447
 NL0447                          SUPERSEDED SURVEY CONTROL
 NL0447
 NL0447  NGVD 29 (??/??/92)  346.379  (m)         1136.41   (f) ADJ UNCH    2 0
 NL0447
 NL0447.Superseded values are not recommended for survey control.
 NL0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0447.See file dsdata.txt to determine how the superseded data were derived.
 NL0447
 NL0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG598543(NAD 83)
 NL0447_MARKER: DB = BENCH MARK DISK
 NL0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0447_SP_SET: CULVERT
 NL0447_STAMPING: F 159 1949
 NL0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0447
 NL0447  HISTORY     - Date     Condition        Report By
 NL0447  HISTORY     - 1949     MONUMENTED       CGS
 NL0447  HISTORY     - 1982     GOOD             LOCENG
 NL0447
 NL0447                          STATION DESCRIPTION
 NL0447
 NL0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0447'3.8 MI SE FROM TURIN.
 NL0447'3.8 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 NL0447'AT TURIN, 111 FEET WEST OF THE CENTER LINE OF A TRAIL ROAD
 NL0447'LEADING NORTH, 73 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 NL0447'15 FEET LOWER THAN THE ROAD, SET IN THE TOP OF THE WEST END
 NL0447'OF THE NORTH HEADWALL OF AN 8 X 13 FOOT CONCRETE CULVERT.
 NL0447
 NL0447                          STATION RECOVERY (1982)
 NL0447
 NL0447'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 NL0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0545 ***********************************************************************
 OP0545  DESIGNATION -  F 16
 OP0545  PID         -  OP0545
 OP0545  STATE/COUNTY-  IA/SIOUX
 OP0545  USGS QUAD   -  HOSPERS (1964)
 OP0545
 OP0545                         *CURRENT SURVEY CONTROL
 OP0545  ___________________________________________________________________
 OP0545* NAD 83(1986)-  43 04 20.     (N)    095 54 26.     (W)     SCALED    
 OP0545* NAVD 88     -       409.173  (meters)    1342.43   (feet)  ADJUSTED  
 OP0545  ___________________________________________________________________
 OP0545  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 OP0545  DYNAMIC HT  -         409.056 (meters)    1342.04  (feet)  COMP
 OP0545  MODELED GRAV-     980,321.5   (mgal)                       NAVD 88
 OP0545
 OP0545  VERT ORDER  -  SECOND    CLASS 0
 OP0545
 OP0545.The horizontal coordinates were scaled from a topographic map and have
 OP0545.an estimated accuracy of +/- 6 seconds.
 OP0545
 OP0545.The orthometric height was determined by differential leveling
 OP0545.and adjusted by the National Geodetic Survey in June 1991..
 OP0545
 OP0545.The geoid height was determined by GEOID03.
 OP0545
 OP0545.The dynamic height is computed by dividing the NAVD 88
 OP0545.geopotential number by the normal gravity value computed on the
 OP0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0545.degrees latitude (g = 980.6199 gals.).
 OP0545
 OP0545.The modeled gravity was interpolated from observed gravity values.
 OP0545
 OP0545;                    North         East    Units  Estimated Accuracy
 OP0545;SPC IA N     - 1,177,430.    1,303,980.      MT  (+/- 180 meters Scaled)
 OP0545
 OP0545                          SUPERSEDED SURVEY CONTROL
 OP0545
 OP0545  NGVD 29 (??/??/92)  408.984  (m)         1341.81   (f) ADJ UNCH    2 0
 OP0545
 OP0545.Superseded values are not recommended for survey control.
 OP0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0545.See file dsdata.txt to determine how the superseded data were derived.
 OP0545
 OP0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH633729(NAD 83)
 OP0545_MARKER: DB = BENCH MARK DISK
 OP0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0545_STAMPING: F 16 1934
 OP0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0545+STABILITY: SURFACE MOTION
 OP0545
 OP0545  HISTORY     - Date     Condition        Report By
 OP0545  HISTORY     - 1934     MONUMENTED       CGS
 OP0545  HISTORY     - 1943     GOOD             NGS
 OP0545
 OP0545                          STATION DESCRIPTION
 OP0545
 OP0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0545'IN HOSPERS.
 OP0545'AT HOSPERS, SIOUX COUNTY, 65 YARDS SOUTH OF THE CHICAGO, ST. PAUL,
 OP0545'MINNEAPOLIS AND OMAHA RAILWAY STATION, 57 YARDS NORTH OF THE SWITCH AT
 OP0545'THE SOUTH END OF THE SIDETRACK, 56 FEET WEST OF THE WEST RAIL OF THE
 OP0545'MAIN TRACK, 43 FEET WEST OF THE WEST RAIL OF THE SIDETRACK, AND IN
 OP0545'LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED F 16 1934 AND SET
 OP0545'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OP0545
 OP0545                          STATION RECOVERY (1943)
 OP0545
 OP0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OP0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0991 ***********************************************************************
 MJ0991  DESIGNATION -  F 160
 MJ0991  PID         -  MJ0991
 MJ0991  STATE/COUNTY-  IA/HARRISON
 MJ0991  USGS QUAD   -  PISGAH (1971)
 MJ0991
 MJ0991                         *CURRENT SURVEY CONTROL
 MJ0991  ___________________________________________________________________
 MJ0991* NAD 83(1986)-  41 51 01.     (N)    095 55 05.     (W)     SCALED    
 MJ0991* NAVD 88     -       328.172  (meters)    1076.68   (feet)  ADJUSTED  
 MJ0991  ___________________________________________________________________
 MJ0991  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 MJ0991  DYNAMIC HT  -         328.039 (meters)    1076.24  (feet)  COMP
 MJ0991  MODELED GRAV-     980,210.0   (mgal)                       NAVD 88
 MJ0991
 MJ0991  VERT ORDER  -  SECOND    CLASS 0
 MJ0991
 MJ0991.The horizontal coordinates were scaled from a topographic map and have
 MJ0991.an estimated accuracy of +/- 6 seconds.
 MJ0991
 MJ0991.The orthometric height was determined by differential leveling
 MJ0991.and adjusted by the National Geodetic Survey in June 1991..
 MJ0991
 MJ0991.The geoid height was determined by GEOID03.
 MJ0991
 MJ0991.The dynamic height is computed by dividing the NAVD 88
 MJ0991.geopotential number by the normal gravity value computed on the
 MJ0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0991.degrees latitude (g = 980.6199 gals.).
 MJ0991
 MJ0991.The modeled gravity was interpolated from observed gravity values.
 MJ0991
 MJ0991;                    North         East    Units  Estimated Accuracy
 MJ0991;SPC IA S     -   208,270.      299,220.      MT  (+/- 180 meters Scaled)
 MJ0991
 MJ0991                          SUPERSEDED SURVEY CONTROL
 MJ0991
 MJ0991  NGVD 29 (??/??/92)  328.023  (m)         1076.19   (f) ADJ UNCH    2 0
 MJ0991
 MJ0991.Superseded values are not recommended for survey control.
 MJ0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0991.See file dsdata.txt to determine how the superseded data were derived.
 MJ0991
 MJ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG577372(NAD 83)
 MJ0991_MARKER: DB = BENCH MARK DISK
 MJ0991_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0991_SP_SET: BRIDGE
 MJ0991_STAMPING: F 160 1949
 MJ0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0991
 MJ0991  HISTORY     - Date     Condition        Report By
 MJ0991  HISTORY     - 1949     MONUMENTED       CGS
 MJ0991
 MJ0991                          STATION DESCRIPTION
 MJ0991
 MJ0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0991'1.5 MI N FROM PISGAH.
 MJ0991'1.5 MILES NORTH ALONG STATE HIGHWAY 183 FROM THE CHICAGO AND
 MJ0991'NORTH WESTERN RAILROAD STATION AT PISGAH, SET IN THE TOP OF THE
 MJ0991'SOUTHWEST WINGWALL OF A 232 FOOT CONCRETE BRIDGE OVER SOLDIER
 MJ0991'DRAINAGE DITCH, OPPOSITE RAILROAD BRIDGE 256, 5.9 FEET NORTHEAST
 MJ0991'OF THE SOUTHWEST END OF THE WINGWALL, 3.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0281 ***********************************************************************
 LF0281  DESIGNATION -  F 161
 LF0281  PID         -  LF0281
 LF0281  STATE/COUNTY-  IA/MONTGOMERY
 LF0281  USGS QUAD   -  COBURG (1978)
 LF0281
 LF0281                         *CURRENT SURVEY CONTROL
 LF0281  ___________________________________________________________________
 LF0281* NAD 83(1986)-  40 55 49.     (N)    095 15 53.     (W)     SCALED    
 LF0281* NAVD 88     -       310.440  (meters)    1018.50   (feet)  ADJUSTED  
 LF0281  ___________________________________________________________________
 LF0281  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LF0281  DYNAMIC HT  -         310.280 (meters)    1017.98  (feet)  COMP
 LF0281  MODELED GRAV-     980,102.6   (mgal)                       NAVD 88
 LF0281
 LF0281  VERT ORDER  -  SECOND    CLASS 0
 LF0281
 LF0281.The horizontal coordinates were scaled from a topographic map and have
 LF0281.an estimated accuracy of +/- 6 seconds.
 LF0281
 LF0281.The orthometric height was determined by differential leveling
 LF0281.and adjusted by the National Geodetic Survey in June 1991..
 LF0281
 LF0281.The geoid height was determined by GEOID03.
 LF0281
 LF0281.The dynamic height is computed by dividing the NAVD 88
 LF0281.geopotential number by the normal gravity value computed on the
 LF0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0281.degrees latitude (g = 980.6199 gals.).
 LF0281
 LF0281.The modeled gravity was interpolated from observed gravity values.
 LF0281
 LF0281;                    North         East    Units  Estimated Accuracy
 LF0281;SPC IA S     -   104,810.      351,390.      MT  (+/- 180 meters Scaled)
 LF0281
 LF0281                          SUPERSEDED SURVEY CONTROL
 LF0281
 LF0281  NGVD 29 (??/??/92)  310.334  (m)         1018.15   (f) ADJ UNCH    2 0
 LF0281
 LF0281.Superseded values are not recommended for survey control.
 LF0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0281.See file dsdata.txt to determine how the superseded data were derived.
 LF0281
 LF0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF093334(NAD 83)
 LF0281_MARKER: DB = BENCH MARK DISK
 LF0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0281_STAMPING: F 161 1949
 LF0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0281+STABILITY: SURFACE MOTION
 LF0281
 LF0281  HISTORY     - Date     Condition        Report By
 LF0281  HISTORY     - 1949     MONUMENTED       CGS
 LF0281
 LF0281                          STATION DESCRIPTION
 LF0281
 LF0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0281'1 MI N FROM COBURG.
 LF0281'1.0 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY FROM
 LF0281'THE STATION AT COBURG, AT A PRIVATE ROAD CROSSING, INSIDE OF A
 LF0281'FARM YARD, 113 FEET WEST OF THE WEST RAIL OF THE TRACK, 66 FEET
 LF0281'WEST OF THE WEST RIGHT OF WAY FENCE, 1.7 FEET NORTH OF A POWER
 LF0281'LINE POLE, 1.5 FEET SOUTH OF A WOVEN WIRE FENCE, 1.1 FEET WEST
 LF0281'OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 LF0281'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0016 ***********************************************************************
 MJ0016  DESIGNATION -  F 162
 MJ0016  PID         -  MJ0016
 MJ0016  STATE/COUNTY-  IA/GUTHRIE
 MJ0016  USGS QUAD   -  STUART NORTH (1982)
 MJ0016
 MJ0016                         *CURRENT SURVEY CONTROL
 MJ0016  ___________________________________________________________________
 MJ0016* NAD 83(1986)-  41 30 44.     (N)    094 15 37.     (W)     SCALED    
 MJ0016* NAVD 88     -       354.889  (meters)    1164.33   (feet)  ADJUSTED  
 MJ0016  ___________________________________________________________________
 MJ0016  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 MJ0016  DYNAMIC HT  -         354.737 (meters)    1163.83  (feet)  COMP
 MJ0016  MODELED GRAV-     980,186.8   (mgal)                       NAVD 88
 MJ0016
 MJ0016  VERT ORDER  -  FIRST     CLASS II
 MJ0016
 MJ0016.The horizontal coordinates were scaled from a topographic map and have
 MJ0016.an estimated accuracy of +/- 6 seconds.
 MJ0016
 MJ0016.The orthometric height was determined by differential leveling
 MJ0016.and adjusted by the National Geodetic Survey in June 1991..
 MJ0016
 MJ0016.The geoid height was determined by GEOID03.
 MJ0016
 MJ0016.The dynamic height is computed by dividing the NAVD 88
 MJ0016.geopotential number by the normal gravity value computed on the
 MJ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0016.degrees latitude (g = 980.6199 gals.).
 MJ0016
 MJ0016.The modeled gravity was interpolated from observed gravity values.
 MJ0016
 MJ0016;                    North         East    Units  Estimated Accuracy
 MJ0016;SPC IA S     -   168,210.      436,540.      MT  (+/- 180 meters Scaled)
 MJ0016
 MJ0016                          SUPERSEDED SURVEY CONTROL
 MJ0016
 MJ0016  NGVD 29 (??/??/92)  354.827  (m)         1164.13   (f) ADJ UNCH    1 2
 MJ0016
 MJ0016.Superseded values are not recommended for survey control.
 MJ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0016.See file dsdata.txt to determine how the superseded data were derived.
 MJ0016
 MJ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF948963(NAD 83)
 MJ0016_MARKER: DB = BENCH MARK DISK
 MJ0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0016_STAMPING: F 162 1950
 MJ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0016+STABILITY: SURFACE MOTION
 MJ0016
 MJ0016  HISTORY     - Date     Condition        Report By
 MJ0016  HISTORY     - 1950     MONUMENTED       CGS
 MJ0016
 MJ0016                          STATION DESCRIPTION
 MJ0016
 MJ0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0016'1.7 MI W FROM DEXTER.
 MJ0016'0.1 MILE NORTH ALONG THE MAIN STREET FROM THE POST OFFICE AT
 MJ0016'DEXTER, THENCE 1.6 MILES WEST ALONG U.S. HIGHWAY 6, 154 FEET EAST
 MJ0016'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 38 FEET SOUTH OF
 MJ0016'THE CENTER LINE OF THE HIGHWAY, 40 FEET NORTH OF THE NORTH RAIL OF
 MJ0016'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 5 FEET WEST OF THE
 MJ0016'4TH POLE EAST OF MILEPOST 395, 2.3 FEET EAST OF A WITNESS POST,
 MJ0016'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 MJ0016'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0016 ***********************************************************************
 NK0016  DESIGNATION -  F 164 RESET
 NK0016  PID         -  NK0016
 NK0016  STATE/COUNTY-  IA/BLACK HAWK
 NK0016  USGS QUAD   -  CEDAR FALLS (1980)
 NK0016
 NK0016                         *CURRENT SURVEY CONTROL
 NK0016  ___________________________________________________________________
 NK0016* NAD 83(1986)-  42 32 59.     (N)    092 23 50.     (W)     SCALED    
 NK0016* NAVD 88     -       265.03   (meters)     869.5    (feet)  RESET     
 NK0016  ___________________________________________________________________
 NK0016  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 NK0016
 NK0016  VERT ORDER  -  THIRD
 NK0016
 NK0016.This mark is at Waterloo Municipal Airport (ALO)
 NK0016
 NK0016.The horizontal coordinates were scaled from a topographic map and have
 NK0016.an estimated accuracy of +/- 6 seconds.
 NK0016
 NK0016.The orthometric height was computed from unverified reset data.
 NK0016
 NK0016.The geoid height was determined by GEOID03.
 NK0016
 NK0016;                    North         East    Units  Estimated Accuracy
 NK0016;SPC IA N     - 1,117,190.    1,590,570.      MT  (+/- 180 meters Scaled)
 NK0016
 NK0016                          SUPERSEDED SURVEY CONTROL
 NK0016
 NK0016.No superseded survey control is available for this station.
 NK0016
 NK0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH494109(NAD 83)
 NK0016_MARKER: DB = BENCH MARK DISK
 NK0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0016_SP_SET: STEP
 NK0016_STAMPING: F 164 RESET 1965
 NK0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0016
 NK0016  HISTORY     - Date     Condition        Report By
 NK0016  HISTORY     - 1965     MONUMENTED       CGS
 NK0016  HISTORY     - 1973     GOOD             MHAS
 NK0016
 NK0016                          STATION DESCRIPTION
 NK0016
 NK0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 NK0016'AT WATERLOO.
 NK0016'AT THE WATERLOO MUNICIPAL AIRPORT, IN THE BOTTOM STEP AT THE
 NK0016'WEST ENTRANCE TO THE AIRPORT TERMINAL AND ADMINISTRATION
 NK0016'BUILDING, AND IS AT THE SOUTH END OF THE STEP.  A STANDARD DISK,
 NK0016'STAMPED F 164 RESET 1965 AND SET IN A DRILL HOLE IN THE CONCRETE
 NK0016'STEP AND IS FLUSH WITH THE TOP OF THE STEP.
 NK0016
 NK0016                          STATION RECOVERY (1973)
 NK0016
 NK0016'RECOVERY NOTE BY MARK HURD AERIAL SURVEYS 1973
 NK0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0527 ***********************************************************************
 OP0527  DESIGNATION -  F 17
 OP0527  PID         -  OP0527
 OP0527  STATE/COUNTY-  IA/SIOUX
 OP0527  USGS QUAD   -  MATLOCK (1964)
 OP0527
 OP0527                         *CURRENT SURVEY CONTROL
 OP0527  ___________________________________________________________________
 OP0527* NAD 83(1986)-  43 11 10.     (N)    095 57 50.     (W)     SCALED    
 OP0527* NAVD 88     -       438.611  (meters)    1439.01   (feet)  ADJUSTED  
 OP0527  ___________________________________________________________________
 OP0527  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 OP0527  DYNAMIC HT  -         438.489 (meters)    1438.61  (feet)  COMP
 OP0527  MODELED GRAV-     980,328.4   (mgal)                       NAVD 88
 OP0527
 OP0527  VERT ORDER  -  SECOND    CLASS 0
 OP0527
 OP0527.The horizontal coordinates were scaled from a topographic map and have
 OP0527.an estimated accuracy of +/- 6 seconds.
 OP0527
 OP0527.The orthometric height was determined by differential leveling
 OP0527.and adjusted by the National Geodetic Survey in June 1991..
 OP0527
 OP0527.The geoid height was determined by GEOID03.
 OP0527
 OP0527.The dynamic height is computed by dividing the NAVD 88
 OP0527.geopotential number by the normal gravity value computed on the
 OP0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0527.degrees latitude (g = 980.6199 gals.).
 OP0527
 OP0527.The modeled gravity was interpolated from observed gravity values.
 OP0527
 OP0527;                    North         East    Units  Estimated Accuracy
 OP0527;SPC IA N     - 1,190,210.    1,299,730.      MT  (+/- 180 meters Scaled)
 OP0527
 OP0527                          SUPERSEDED SURVEY CONTROL
 OP0527
 OP0527  NGVD 29 (??/??/92)  438.416  (m)         1438.37   (f) ADJ UNCH    2 0
 OP0527
 OP0527.Superseded values are not recommended for survey control.
 OP0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0527.See file dsdata.txt to determine how the superseded data were derived.
 OP0527
 OP0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH591857(NAD 83)
 OP0527_MARKER: DB = BENCH MARK DISK
 OP0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0527_STAMPING: F 17 1934
 OP0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0527+STABILITY: SURFACE MOTION
 OP0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0527+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 OP0527
 OP0527  HISTORY     - Date     Condition        Report By
 OP0527  HISTORY     - 1934     MONUMENTED       CGS
 OP0527  HISTORY     - 1973     GOOD             NGS
 OP0527  HISTORY     - 20040328 GOOD             JCLS
 OP0527
 OP0527                          STATION DESCRIPTION
 OP0527
 OP0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0527'2.2 MI E FROM BOYDEN.
 OP0527'2.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0527'RAILROAD FROM THE STATION AT BOYDEN, SIOUX COUNTY, 275 YARDS WEST OF
 OP0527'THE COUNTRY ROAD CROSSING, 45.6 FEET NORTH OF THE NORTH RAIL, AND 1.2
 OP0527'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 17
 OP0527'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 OP0527'GROUND.  NOTE-- U.S. HIGHWAY 18 HAS BEEN RELOCATED IN THIS AREA.
 OP0527
 OP0527                          STATION RECOVERY (1973)
 OP0527
 OP0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 OP0527'RECOVERED IN GOOD CONDITION.
 OP0527
 OP0527                          STATION RECOVERY (2004)
 OP0527
 OP0527'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OP0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0109 ***********************************************************************
 NJ0109  DESIGNATION -  F 175
 NJ0109  PID         -  NJ0109
 NJ0109  STATE/COUNTY-  IA/JACKSON
 NJ0109  USGS QUAD   -  GREEN ISLAND (1975)
 NJ0109
 NJ0109                         *CURRENT SURVEY CONTROL
 NJ0109  ___________________________________________________________________
 NJ0109* NAD 83(1986)-  42 07 40.     (N)    090 16 32.     (W)     SCALED    
 NJ0109* NAVD 88     -       217.648  (meters)     714.07   (feet)  ADJUSTED  
 NJ0109  ___________________________________________________________________
 NJ0109  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NJ0109  DYNAMIC HT  -         217.573 (meters)     713.82  (feet)  COMP
 NJ0109  MODELED GRAV-     980,274.6   (mgal)                       NAVD 88
 NJ0109
 NJ0109  VERT ORDER  -  FIRST     CLASS I
 NJ0109
 NJ0109.The horizontal coordinates were scaled from a topographic map and have
 NJ0109.an estimated accuracy of +/- 6 seconds.
 NJ0109
 NJ0109.The orthometric height was determined by differential leveling
 NJ0109.and adjusted by the National Geodetic Survey in June 1991..
 NJ0109
 NJ0109.The geoid height was determined by GEOID03.
 NJ0109
 NJ0109.The dynamic height is computed by dividing the NAVD 88
 NJ0109.geopotential number by the normal gravity value computed on the
 NJ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0109.degrees latitude (g = 980.6199 gals.).
 NJ0109
 NJ0109.The modeled gravity was interpolated from observed gravity values.
 NJ0109
 NJ0109;                    North         East    Units  Estimated Accuracy
 NJ0109;SPC IA N     - 1,074,820.    1,766,550.      MT  (+/- 180 meters Scaled)
 NJ0109
 NJ0109                          SUPERSEDED SURVEY CONTROL
 NJ0109
 NJ0109  NGVD 29 (??/??/92)  217.677  (m)          714.16   (f) ADJ UNCH    1 1
 NJ0109
 NJ0109.Superseded values are not recommended for survey control.
 NJ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0109.See file dsdata.txt to determine how the superseded data were derived.
 NJ0109
 NJ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG251675(NAD 83)
 NJ0109_MARKER: DB = BENCH MARK DISK
 NJ0109_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0109_SP_SET: ROCK OUTCROP
 NJ0109_STAMPING: F 175 1970
 NJ0109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0109+STABILITY: POSITION/ELEVATION WELL
 NJ0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0109+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 NJ0109
 NJ0109  HISTORY     - Date     Condition        Report By
 NJ0109  HISTORY     - 1970     MONUMENTED       NGS
 NJ0109  HISTORY     - 1988     GOOD             USPSQD
 NJ0109  HISTORY     - 19941026 GOOD             USPSQD
 NJ0109  HISTORY     - 20010331 GOOD             NGS
 NJ0109  HISTORY     - 20050515 GOOD             GEOCAC
 NJ0109
 NJ0109                          STATION DESCRIPTION
 NJ0109
 NJ0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0109'8.1 MI NW FROM SABULA.
 NJ0109'ABOUT 8.1 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0109'MUNICIPAL BUILDING AT SABULA, ON THE WEST SLOPE OF A HILL, AT
 NJ0109'THE WEST END OF A CUT, 28 FEET NORTH OF THE CENTER LINE OF THE
 NJ0109'HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP IN THE BOTTOM OF A
 NJ0109'DITCH, 1.2 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT 1 1/2
 NJ0109'FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 33, T85N, R6E.
 NJ0109
 NJ0109                          STATION RECOVERY (1988)
 NJ0109
 NJ0109'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0109'RECOVERED IN GOOD CONDITION.
 NJ0109
 NJ0109                          STATION RECOVERY (1994)
 NJ0109
 NJ0109'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0109'RECOVERED IN GOOD CONDITION.
 NJ0109
 NJ0109                          STATION RECOVERY (2001)
 NJ0109
 NJ0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0109'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0109
 NJ0109                          STATION RECOVERY (2005)
 NJ0109
 NJ0109'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0109'125 FT WEST OF HWY STATION SIGN 410, 8 FT SE OF WITNESS POST BY TREE,
 NJ0109'HANDHELD N40 07 40.3 W090 16 32.8, SKY VISIBILITY POOR DUE TO ROCK
 NJ0109'WALL AND TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0265 ***********************************************************************
 NJ0265  DESIGNATION -  F 176
 NJ0265  PID         -  NJ0265
 NJ0265  STATE/COUNTY-  IA/JACKSON
 NJ0265  USGS QUAD   -  LA MOTTE (1972)
 NJ0265
 NJ0265                         *CURRENT SURVEY CONTROL
 NJ0265  ___________________________________________________________________
 NJ0265* NAD 83(1986)-  42 21 23.     (N)    090 31 44.     (W)     SCALED    
 NJ0265* NAVD 88     -       212.176  (meters)     696.11   (feet)  ADJUSTED  
 NJ0265  ___________________________________________________________________
 NJ0265  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 NJ0265  DYNAMIC HT  -         212.106 (meters)     695.88  (feet)  COMP
 NJ0265  MODELED GRAV-     980,288.6   (mgal)                       NAVD 88
 NJ0265
 NJ0265  VERT ORDER  -  FIRST     CLASS I
 NJ0265
 NJ0265.The horizontal coordinates were scaled from a topographic map and have
 NJ0265.an estimated accuracy of +/- 6 seconds.
 NJ0265
 NJ0265.The orthometric height was determined by differential leveling
 NJ0265.and adjusted by the National Geodetic Survey in June 1991..
 NJ0265
 NJ0265.The geoid height was determined by GEOID03.
 NJ0265
 NJ0265.The dynamic height is computed by dividing the NAVD 88
 NJ0265.geopotential number by the normal gravity value computed on the
 NJ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0265.degrees latitude (g = 980.6199 gals.).
 NJ0265
 NJ0265.The modeled gravity was interpolated from observed gravity values.
 NJ0265
 NJ0265;                    North         East    Units  Estimated Accuracy
 NJ0265;SPC IA N     - 1,099,430.    1,744,720.      MT  (+/- 180 meters Scaled)
 NJ0265
 NJ0265                          SUPERSEDED SURVEY CONTROL
 NJ0265
 NJ0265  NGVD 29 (??/??/92)  212.226  (m)          696.28   (f) ADJ UNCH    1 1
 NJ0265
 NJ0265.Superseded values are not recommended for survey control.
 NJ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0265.See file dsdata.txt to determine how the superseded data were derived.
 NJ0265
 NJ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG035923(NAD 83)
 NJ0265_MARKER: DB = BENCH MARK DISK
 NJ0265_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0265_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0265_STAMPING: F 176 1970
 NJ0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0265
 NJ0265  HISTORY     - Date     Condition        Report By
 NJ0265  HISTORY     - 1970     MONUMENTED       NGS
 NJ0265  HISTORY     - 19940917 GOOD             USPSQD
 NJ0265  HISTORY     - 20010331 GOOD             NGS
 NJ0265
 NJ0265                          STATION DESCRIPTION
 NJ0265
 NJ0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0265'10 MI NW FROM BELLEVUE.
 NJ0265'ABOUT 9.95 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0265'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, 0.5
 NJ0265'MILE SOUTHEAST OF THE INTERSECTION OF THE HIGHWAY AND A ROAD AT
 NJ0265'THE COMMUNITY OF ST. DONATUS, 73.5 FEET SOUTH OF THE CENTER LINE
 NJ0265'OF THE HIGHWAY, 148 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 NJ0265'FENCE WHICH SURROUNDS A GROUP OF TRANSFORMERS, 61 FEET WEST OF
 NJ0265'THE CENTER LINE OF A GRAVELED ROAD WHICH LEADS TO THE TRANSFORMERS,
 NJ0265'17 FEET NORTH OF A FENCE, 5.7 FEET SOUTH OF THE MORE NORTHERLY
 NJ0265'OF TWO POWER POLES, 3.8 FEET EAST OF A METAL WITNESS POST, ABOUT
 NJ0265'2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF A
 NJ0265'3-INCH IRON PIPE PROJECTING 4 INCHES.  SECTION 7, T 87 N, R 4 E.
 NJ0265
 NJ0265                          STATION RECOVERY (1994)
 NJ0265
 NJ0265'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0265'RECOVERED IN GOOD CONDITION.
 NJ0265
 NJ0265                          STATION RECOVERY (2001)
 NJ0265
 NJ0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0265'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8890 ***********************************************************************
 AJ8890  DESIGNATION -  F 177 RESET
 AJ8890  PID         -  AJ8890
 AJ8890  STATE/COUNTY-  IA/DUBUQUE
 AJ8890  USGS QUAD   -  DUBUQUE NORTH (1978)
 AJ8890
 AJ8890                         *CURRENT SURVEY CONTROL
 AJ8890  ___________________________________________________________________
 AJ8890* NAD 83(1986)-  42 32 26.     (N)    090 41 33.     (W)     SCALED    
 AJ8890* NAVD 88     -       194.13   (meters)     636.9    (feet)  RESET     
 AJ8890  ___________________________________________________________________
 AJ8890  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 AJ8890
 AJ8890  VERT ORDER  -  THIRD
 AJ8890
 AJ8890.The horizontal coordinates were scaled from a topographic map and have
 AJ8890.an estimated accuracy of +/- 6 seconds.
 AJ8890
 AJ8890.The orthometric height was computed from unverified reset data.
 AJ8890.No vertical observational check was made to the station.
 AJ8890
 AJ8890.The geoid height was determined by GEOID03.
 AJ8890
 AJ8890;                    North         East    Units  Estimated Accuracy
 AJ8890;SPC IA N     - 1,119,410.    1,730,570.      MT  (+/- 180 meters Scaled)
 AJ8890
 AJ8890                          SUPERSEDED SURVEY CONTROL
 AJ8890
 AJ8890.No superseded survey control is available for this station.
 AJ8890
 AJ8890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH894123(NAD 83)
 AJ8890_MARKER: DV = VERTICAL CONTROL DISK
 AJ8890_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ8890_SP_SET: CULVERT HEADWALL
 AJ8890_STAMPING: F 177 RESET 2001
 AJ8890_MARK LOGO: NGS   
 AJ8890_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8890+STABILITY: SURFACE MOTION
 AJ8890
 AJ8890  HISTORY     - Date     Condition        Report By
 AJ8890  HISTORY     - 2001     MONUMENTED       IADT
 AJ8890  HISTORY     - 20030727 MARK NOT FOUND   USPSQD
 AJ8890
 AJ8890                          STATION DESCRIPTION
 AJ8890
 AJ8890'DESCRIBED BY IOWA DEPARTMENT OF TRANSPORTATION 2001 (RH)
 AJ8890'2.4 MI (3.9 KM) SOUTHEAST, FROM SAGEVILLE, ABOUT 2.35 MILES (3.78 KM)
 AJ8890'SOUTHEAST ALONG U.S.  HIGHWAY 52 AND STATE HIGHWAY 3 FROM THE JUNCTION
 AJ8890'OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE, OR ABOUT 0.55 MILE
 AJ8890'(0.89 KM) NORTH ALONG LOCUST STREET FROM THE POST OFFICE AT DUBUQUE,
 AJ8890'THENCE 0.15 MILE (0.24 KM) ALONG 15TH STREET THENCE 2.85 MILES (4.59
 AJ8890'KM) NORTHWEST ALONG U.S.  HIGHWAY 52 AND STATE HIGHWAY 3, 448.5 FEET
 AJ8890'(136.7 M) SOUTHWEST OF CENTER OF INTERSECTION U.S.  52 AND IOWA 32,
 AJ8890'71.35 FEET (21.75 M) NORTHWEST OF CENTERLINE IOWA 32, SET IN THE TOP
 AJ8890'OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A TWIN 12 X 10 FOOT
 AJ8890'(3.0 M) REINFORCED CONCRETE BOX CULVERT AND ABOUT 2 FEET (0.6 M) BELOW
 AJ8890'THE LEVEL OF THE HIGHWAY.
 AJ8890
 AJ8890                          STATION RECOVERY (2003)
 AJ8890
 AJ8890'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AJ8890'THE STATION WAS NOT FOUND.  THE INTERSECTION WAS REDONE IN 2002-2003.
 AJ8890'THE DOUBLE BOX CULVERT OPENS TO THE NORTHEAST OF THE INTERSECTION BUT
 AJ8890'IS NOT VISIBLE AT THE SOUTHWEST CORNER AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0373 ***********************************************************************
 NJ0373  DESIGNATION -  F 178
 NJ0373  PID         -  NJ0373
 NJ0373  STATE/COUNTY-  IA/DUBUQUE
 NJ0373  USGS QUAD   -  HOLY CROSS (1957)
 NJ0373
 NJ0373                         *CURRENT SURVEY CONTROL
 NJ0373  ___________________________________________________________________
 NJ0373* NAD 83(1986)-  42 35 43.     (N)    090 59 15.     (W)     SCALED    
 NJ0373* NAVD 88     -       335.738  (meters)    1101.50   (feet)  ADJUSTED  
 NJ0373  ___________________________________________________________________
 NJ0373  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 NJ0373  DYNAMIC HT  -         335.631 (meters)    1101.15  (feet)  COMP
 NJ0373  MODELED GRAV-     980,291.3   (mgal)                       NAVD 88
 NJ0373
 NJ0373  VERT ORDER  -  FIRST     CLASS I
 NJ0373
 NJ0373.The horizontal coordinates were scaled from a topographic map and have
 NJ0373.an estimated accuracy of +/- 6 seconds.
 NJ0373
 NJ0373.The orthometric height was determined by differential leveling
 NJ0373.and adjusted by the National Geodetic Survey in June 1991..
 NJ0373
 NJ0373.The geoid height was determined by GEOID03.
 NJ0373
 NJ0373.The dynamic height is computed by dividing the NAVD 88
 NJ0373.geopotential number by the normal gravity value computed on the
 NJ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0373.degrees latitude (g = 980.6199 gals.).
 NJ0373
 NJ0373.The modeled gravity was interpolated from observed gravity values.
 NJ0373
 NJ0373;                    North         East    Units  Estimated Accuracy
 NJ0373;SPC IA N     - 1,124,720.    1,706,170.      MT  (+/- 180 meters Scaled)
 NJ0373
 NJ0373                          SUPERSEDED SURVEY CONTROL
 NJ0373
 NJ0373  NGVD 29 (??/??/92)  335.774  (m)         1101.62   (f) ADJ UNCH    1 1
 NJ0373
 NJ0373.Superseded values are not recommended for survey control.
 NJ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0373.See file dsdata.txt to determine how the superseded data were derived.
 NJ0373
 NJ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH651178(NAD 83)
 NJ0373_MARKER: DB = BENCH MARK DISK
 NJ0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0373_SP_SET: CULVERT
 NJ0373_STAMPING: F 178 1970
 NJ0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0373
 NJ0373  HISTORY     - Date     Condition        Report By
 NJ0373  HISTORY     - 1970     MONUMENTED       NGS
 NJ0373  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0373
 NJ0373                          STATION DESCRIPTION
 NJ0373
 NJ0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0373'5.1 MI E FROM LUXEMBURG.
 NJ0373'ABOUT 5.1 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0373'FROM THE HOLY TRINITY CHURCH AT LUXEMBURG, 0.3 MILE EAST OF THE
 NJ0373'INTERSECTION OF THE HIGHWAY AND COUNTY ROAD NUMBER 13, 186 1/2
 NJ0373'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 35 FEET
 NJ0373'SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 NJ0373'EAST END OF THE SOUTH CONCRETE HEADWALL OF AN 8- X 10-FOOT
 NJ0373'CONCRETE BOX CULVERT, AND ABOUT 9 FEET BELOW THE LEVEL OF THE
 NJ0373'HIGHWAY.  SECTION 20, T90N, R1W.
 NJ0373
 NJ0373                          STATION RECOVERY (2001)
 NJ0373
 NJ0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0373'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0377 ***********************************************************************
 NJ0377  DESIGNATION -  F 179
 NJ0377  PID         -  NJ0377
 NJ0377  STATE/COUNTY-  IA/CLAYTON
 NJ0377  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0377
 NJ0377                         *CURRENT SURVEY CONTROL
 NJ0377  ___________________________________________________________________
 NJ0377* NAD 83(1986)-  42 42 39.     (N)    091 01 56.     (W)     SCALED    
 NJ0377* NAVD 88     -       191.242  (meters)     627.43   (feet)  ADJUSTED  
 NJ0377  ___________________________________________________________________
 NJ0377  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 NJ0377  DYNAMIC HT  -         191.188 (meters)     627.26  (feet)  COMP
 NJ0377  MODELED GRAV-     980,336.6   (mgal)                       NAVD 88
 NJ0377
 NJ0377  VERT ORDER  -  FIRST     CLASS I
 NJ0377
 NJ0377.The horizontal coordinates were scaled from a topographic map and have
 NJ0377.an estimated accuracy of +/- 6 seconds.
 NJ0377
 NJ0377.The orthometric height was determined by differential leveling
 NJ0377.and adjusted by the National Geodetic Survey in June 1991..
 NJ0377
 NJ0377.The geoid height was determined by GEOID03.
 NJ0377
 NJ0377.The dynamic height is computed by dividing the NAVD 88
 NJ0377.geopotential number by the normal gravity value computed on the
 NJ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0377.degrees latitude (g = 980.6199 gals.).
 NJ0377
 NJ0377.The modeled gravity was interpolated from observed gravity values.
 NJ0377
 NJ0377;                    North         East    Units  Estimated Accuracy
 NJ0377;SPC IA N     - 1,137,450.    1,702,130.      MT  (+/- 180 meters Scaled)
 NJ0377
 NJ0377                          SUPERSEDED SURVEY CONTROL
 NJ0377
 NJ0377  NGVD 29 (??/??/92)  191.288  (m)          627.58   (f) ADJ UNCH    1 1
 NJ0377
 NJ0377.Superseded values are not recommended for survey control.
 NJ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0377.See file dsdata.txt to determine how the superseded data were derived.
 NJ0377
 NJ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH611305(NAD 83)
 NJ0377_MARKER: DB = BENCH MARK DISK
 NJ0377_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0377_SP_SET: ROCK OUTCROP
 NJ0377_STAMPING: F 179 1970
 NJ0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0377+STABILITY: POSITION/ELEVATION WELL
 NJ0377
 NJ0377  HISTORY     - Date     Condition        Report By
 NJ0377  HISTORY     - 1970     MONUMENTED       NGS
 NJ0377
 NJ0377                          STATION DESCRIPTION
 NJ0377
 NJ0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0377'6.2 MI SE FROM GUTTENBERG.
 NJ0377'ABOUT 6.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0377'AND PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, 0.25 MILE
 NJ0377'NORTHWEST OF A RAILROAD BRIDGE OVER THE TURKEY RIVER, 107 FEET
 NJ0377'SOUTHWEST OF THE SOUTHWEST RAIL, 37 FEET NORTHWEST OF THE CENTER
 NJ0377'LINE OF A DIRT ROAD, SET VERTICALLY IN THE SOUTH FACE OF A 5- X
 NJ0377'8-FOOT ROCK OUTCROP, 5.0 FEET WEST OF THE SOUTHEAST CORNER OF THE
 NJ0377'ROCK OUTCROP, 81 FEET SOUTHWEST OF THE SECOND TELEPHONE POLE
 NJ0377'SOUTHEAST OF MILEPOST 72, ABOUT 8 FEET ABOVE THE LEVEL OF THE
 NJ0377'ROAD, ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK, AND ABOUT 1
 NJ0377'FOOT ABOVE THE LEVEL OF THE GROUND AT THE BASE OF THE ROCK
 NJ0377'OUTCROP.  SECTION 12, T91N, R2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1385 ***********************************************************************
 MJ1385  DESIGNATION -  F 180
 MJ1385  PID         -  MJ1385
 MJ1385  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1385  USGS QUAD   -  HONEY CREEK (1994)
 MJ1385
 MJ1385                         *CURRENT SURVEY CONTROL
 MJ1385  ___________________________________________________________________
 MJ1385* NAD 83(1986)-  41 26 26.     (N)    095 52 12.     (W)     SCALED    
 MJ1385* NAVD 88     -       307.284  (meters)    1008.15   (feet)  ADJUSTED  
 MJ1385  ___________________________________________________________________
 MJ1385  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 MJ1385  DYNAMIC HT  -         307.142 (meters)    1007.68  (feet)  COMP
 MJ1385  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 MJ1385
 MJ1385  VERT ORDER  -  FIRST     CLASS II
 MJ1385
 MJ1385.The horizontal coordinates were scaled from a topographic map and have
 MJ1385.an estimated accuracy of +/- 6 seconds.
 MJ1385
 MJ1385.The orthometric height was determined by differential leveling
 MJ1385.and adjusted by the National Geodetic Survey in June 1991..
 MJ1385
 MJ1385.The geoid height was determined by GEOID03.
 MJ1385
 MJ1385.The dynamic height is computed by dividing the NAVD 88
 MJ1385.geopotential number by the normal gravity value computed on the
 MJ1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1385.degrees latitude (g = 980.6199 gals.).
 MJ1385
 MJ1385.The modeled gravity was interpolated from observed gravity values.
 MJ1385
 MJ1385;                    North         East    Units  Estimated Accuracy
 MJ1385;SPC IA S     -   162,670.      301,970.      MT  (+/- 180 meters Scaled)
 MJ1385
 MJ1385                          SUPERSEDED SURVEY CONTROL
 MJ1385
 MJ1385.No superseded survey control is available for this station.
 MJ1385
 MJ1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF602916(NAD 83)
 MJ1385_MARKER: I = METAL ROD
 MJ1385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1385_SP_SET: STAINLESS STEEL ROD
 MJ1385_STAMPING: F 180 1989
 MJ1385_MARK LOGO: NGS   
 MJ1385_PROJECTION: FLUSH
 MJ1385_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1385+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1385_ROD/PIPE-DEPTH: 12.2 meters
 MJ1385
 MJ1385  HISTORY     - Date     Condition        Report By
 MJ1385  HISTORY     - 1989     MONUMENTED       NGS
 MJ1385
 MJ1385                          STATION DESCRIPTION
 MJ1385
 MJ1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1385'6.2 KM (3.85 MI) SOUTHERLY ALONG STATE HIGHWAY 183 FROM ITS JUNCTION
 MJ1385'WITH INTERSTATE HIGHWAY 680 IN LOVELAND, 13.7 M (44.9 FT) EAST OF THE
 MJ1385'CENTERLINE OF THE HIGHWAY, 12.0 M (39.4 FT) SOUTH OF THE CENTER OF A
 MJ1385'DRIVEWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND LEVEL
 MJ1385'WITH THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 MJ1385'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK2151 ***********************************************************************
 MK2151  DESIGNATION -  F 181
 MK2151  PID         -  MK2151
 MK2151  STATE/COUNTY-  IA/MONONA
 MK2151  USGS QUAD   -  BLENCOE (1970)
 MK2151
 MK2151                         *CURRENT SURVEY CONTROL
 MK2151  ___________________________________________________________________
 MK2151* NAD 83(1986)-  41 54 16.     (N)    096 05 22.     (W)     SCALED    
 MK2151* NAVD 88     -       316.523  (meters)    1038.46   (feet)  ADJUSTED  
 MK2151  ___________________________________________________________________
 MK2151  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 MK2151  DYNAMIC HT  -         316.403 (meters)    1038.07  (feet)  COMP
 MK2151  MODELED GRAV-     980,235.5   (mgal)                       NAVD 88
 MK2151
 MK2151  VERT ORDER  -  FIRST     CLASS II
 MK2151
 MK2151.The horizontal coordinates were scaled from a topographic map and have
 MK2151.an estimated accuracy of +/- 6 seconds.
 MK2151
 MK2151.The orthometric height was determined by differential leveling
 MK2151.and adjusted by the National Geodetic Survey in June 1991..
 MK2151
 MK2151.The geoid height was determined by GEOID03.
 MK2151
 MK2151.The dynamic height is computed by dividing the NAVD 88
 MK2151.geopotential number by the normal gravity value computed on the
 MK2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2151.degrees latitude (g = 980.6199 gals.).
 MK2151
 MK2151.The modeled gravity was interpolated from observed gravity values.
 MK2151
 MK2151;                    North         East    Units  Estimated Accuracy
 MK2151;SPC IA N     - 1,048,220.    1,285,170.      MT  (+/- 180 meters Scaled)
 MK2151
 MK2151                          SUPERSEDED SURVEY CONTROL
 MK2151
 MK2151.No superseded survey control is available for this station.
 MK2151
 MK2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM414432(NAD 83)
 MK2151_MARKER: I = METAL ROD
 MK2151_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2151_SP_SET: STAINLESS STEEL ROD
 MK2151_STAMPING: F 181 1989
 MK2151_MARK LOGO: NGS   
 MK2151_PROJECTION: FLUSH
 MK2151_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2151+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2151_ROD/PIPE-DEPTH: 9.1  meters
 MK2151
 MK2151  HISTORY     - Date     Condition        Report By
 MK2151  HISTORY     - 1989     MONUMENTED       NGS
 MK2151
 MK2151                          STATION DESCRIPTION
 MK2151
 MK2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2151'2.9 KM (1.80 MI) SOUTHERLY ALONG COUNTY ROAD K 45 FROM ITS JUNCTION
 MK2151'WITH MAIN STREET IN BLENCOE, 13.0 M (42.7 FT) WEST OF THE CENTERLINE
 MK2151'OF THE ROAD, 4.2 M (13.8 FT) NORTH OF THE CENTER OF A DRIVEWAY, 1.3 M
 MK2151'(4.3 FT) NORTH OF A FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 MK2151'THE ROAD, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST AND FENCE.
 MK2151'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1435 ***********************************************************************
 LF1435  DESIGNATION -  F 182
 LF1435  PID         -  LF1435
 LF1435  STATE/COUNTY-  IA/FREMONT
 LF1435  USGS QUAD   -  MC PAUL (1984)
 LF1435
 LF1435                         *CURRENT SURVEY CONTROL
 LF1435  ___________________________________________________________________
 LF1435* NAD 83(1986)-  40 50 11.     (N)    095 48 31.     (W)     SCALED    
 LF1435* NAVD 88     -       287.243  (meters)     942.40   (feet)  ADJUSTED  
 LF1435  ___________________________________________________________________
 LF1435  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 LF1435  DYNAMIC HT  -         287.105 (meters)     941.94  (feet)  COMP
 LF1435  MODELED GRAV-     980,136.4   (mgal)                       NAVD 88
 LF1435
 LF1435  VERT ORDER  -  FIRST     CLASS II
 LF1435
 LF1435.The horizontal coordinates were scaled from a topographic map and have
 LF1435.an estimated accuracy of +/- 6 seconds.
 LF1435
 LF1435.The orthometric height was determined by differential leveling
 LF1435.and adjusted by the National Geodetic Survey in June 1991..
 LF1435
 LF1435.The geoid height was determined by GEOID03.
 LF1435
 LF1435.The dynamic height is computed by dividing the NAVD 88
 LF1435.geopotential number by the normal gravity value computed on the
 LF1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1435.degrees latitude (g = 980.6199 gals.).
 LF1435
 LF1435.The modeled gravity was interpolated from observed gravity values.
 LF1435
 LF1435;                    North         East    Units  Estimated Accuracy
 LF1435;SPC IA S     -    95,460.      305,310.      MT  (+/- 180 meters Scaled)
 LF1435
 LF1435                          SUPERSEDED SURVEY CONTROL
 LF1435
 LF1435.No superseded survey control is available for this station.
 LF1435
 LF1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF631243(NAD 83)
 LF1435_MARKER: I = METAL ROD
 LF1435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1435_SP_SET: STAINLESS STEEL ROD
 LF1435_STAMPING: F 182 1989
 LF1435_MARK LOGO: NGS   
 LF1435_PROJECTION: FLUSH
 LF1435_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1435+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1435_ROD/PIPE-DEPTH: 38.4 meters
 LF1435
 LF1435  HISTORY     - Date     Condition        Report By
 LF1435  HISTORY     - 1989     MONUMENTED       NGS
 LF1435
 LF1435                          STATION DESCRIPTION
 LF1435
 LF1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1435'1.6 KM (1.00 MI) NORTHERLY ALONG COUNTY ROAD L 31 FROM THE JUNCTION OF
 LF1435'STATE HIGHWAY 145 IN MCPAUL, 13.6 M (44.6 FT) SOUTH OF THE CENTER OF A
 LF1435'FIELD ENTRANCE ROAD, 8.9 M (29.2 FT) WEST OF THE CENTER OF THE ROAD,
 LF1435'1.3 M (4.3 FT) SOUTH OF A UTILITY POLE, 0.3 M (1.0 FT) EAST OF A
 LF1435'WITNESS POST, AND LEVEL WITH THE ROAD.  NOTE--ACCESS TO THE DATUM
 LF1435'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1352 ***********************************************************************
 MJ1352  DESIGNATION -  F 183
 MJ1352  PID         -  MJ1352
 MJ1352  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1352  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ1352
 MJ1352                         *CURRENT SURVEY CONTROL
 MJ1352  ___________________________________________________________________
 MJ1352* NAD 83(1986)-  41 14 58.     (N)    095 51 57.     (W)     SCALED    
 MJ1352* NAVD 88     -       299.812  (meters)     983.63   (feet)  ADJUSTED  
 MJ1352  ___________________________________________________________________
 MJ1352  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 MJ1352  DYNAMIC HT  -         299.690 (meters)     983.23  (feet)  COMP
 MJ1352  MODELED GRAV-     980,206.2   (mgal)                       NAVD 88
 MJ1352
 MJ1352  VERT ORDER  -  FIRST     CLASS II
 MJ1352
 MJ1352.The horizontal coordinates were scaled from a topographic map and have
 MJ1352.an estimated accuracy of +/- 6 seconds.
 MJ1352
 MJ1352.The orthometric height was determined by differential leveling
 MJ1352.and adjusted by the National Geodetic Survey in June 1991..
 MJ1352
 MJ1352.The geoid height was determined by GEOID03.
 MJ1352
 MJ1352.The dynamic height is computed by dividing the NAVD 88
 MJ1352.geopotential number by the normal gravity value computed on the
 MJ1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1352.degrees latitude (g = 980.6199 gals.).
 MJ1352
 MJ1352.The modeled gravity was interpolated from observed gravity values.
 MJ1352
 MJ1352;                    North         East    Units  Estimated Accuracy
 MJ1352;SPC IA S     -   141,450.      301,740.      MT  (+/- 180 meters Scaled)
 MJ1352
 MJ1352                          SUPERSEDED SURVEY CONTROL
 MJ1352
 MJ1352.No superseded survey control is available for this station.
 MJ1352
 MJ1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF598704(NAD 83)
 MJ1352_MARKER: DV = VERTICAL CONTROL DISK
 MJ1352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ1352_SP_SET: FOOTING
 MJ1352_STAMPING: F 183 1989
 MJ1352_MARK LOGO: NGS   
 MJ1352_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1352+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1352
 MJ1352  HISTORY     - Date     Condition        Report By
 MJ1352  HISTORY     - 1989     MONUMENTED       NGS
 MJ1352
 MJ1352                          STATION DESCRIPTION
 MJ1352
 MJ1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1352'0.1 KM (0.05 MI) NORTH ALONG THE NORTHWESTERN RAILROAD FROM ITS
 MJ1352'JUNCTION WITH 14TH AVENUE IN COUNCIL BLUFFS, IN THE EAST END OF THE
 MJ1352'CONCRETE FOOTING OF A HIGHLINE TOWER, 5.1 M (16.7 FT) WEST OF THE
 MJ1352'NEAR RAIL, AND 0.6 M (2.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0146 ***********************************************************************
 OP0146  DESIGNATION -  F 19
 OP0146  PID         -  OP0146
 OP0146  STATE/COUNTY-  IA/PALO ALTO
 OP0146  USGS QUAD   -  GRAETTINGER EAST (1980)
 OP0146
 OP0146                         *CURRENT SURVEY CONTROL
 OP0146  ___________________________________________________________________
 OP0146* NAD 83(1986)-  43 10 29.     (N)    094 41 31.     (W)     SCALED    
 OP0146* NAVD 88     -       374.017  (meters)    1227.09   (feet)  ADJUSTED  
 OP0146  ___________________________________________________________________
 OP0146  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 OP0146  DYNAMIC HT  -         373.910 (meters)    1226.74  (feet)  COMP
 OP0146  MODELED GRAV-     980,323.0   (mgal)                       NAVD 88
 OP0146
 OP0146  VERT ORDER  -  SECOND    CLASS 0
 OP0146
 OP0146.The horizontal coordinates were scaled from a topographic map and have
 OP0146.an estimated accuracy of +/- 6 seconds.
 OP0146
 OP0146.The orthometric height was determined by differential leveling
 OP0146.and adjusted by the National Geodetic Survey in June 1991..
 OP0146
 OP0146.The geoid height was determined by GEOID03.
 OP0146
 OP0146.The dynamic height is computed by dividing the NAVD 88
 OP0146.geopotential number by the normal gravity value computed on the
 OP0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0146.degrees latitude (g = 980.6199 gals.).
 OP0146
 OP0146.The modeled gravity was interpolated from observed gravity values.
 OP0146
 OP0146;                    North         East    Units  Estimated Accuracy
 OP0146;SPC IA N     - 1,186,710.    1,403,090.      MT  (+/- 180 meters Scaled)
 OP0146
 OP0146                          SUPERSEDED SURVEY CONTROL
 OP0146
 OP0146  NGVD 29 (??/??/92)  373.924  (m)         1226.78   (f) ADJ UNCH    2 0
 OP0146
 OP0146.Superseded values are not recommended for survey control.
 OP0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0146.See file dsdata.txt to determine how the superseded data were derived.
 OP0146
 OP0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH624816(NAD 83)
 OP0146_MARKER: DB = BENCH MARK DISK
 OP0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0146_STAMPING: F 19 1934
 OP0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0146+STABILITY: SURFACE MOTION
 OP0146
 OP0146  HISTORY     - Date     Condition        Report By
 OP0146  HISTORY     - 1934     MONUMENTED       CGS
 OP0146  HISTORY     - 1951     GOOD             NGS
 OP0146
 OP0146                          STATION DESCRIPTION
 OP0146
 OP0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OP0146'4.8 MI N FROM EMMETSBURG.
 OP0146'4.8 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 OP0146'FROM THE STATION AT EMMETSBURG, PALO ALTO COUNTY, 570 FEET SOUTH OF A
 OP0146'FARM ROAD CROSSING, 114 FEET NORTH OF MILEPOST 189, 46.6 FEET EAST OF
 OP0146'THE EAST RAIL OF THE MAIN TRACK, AND 1 FOOT WEST OF THE RIGHT-OF-WAY
 OP0146'FENCE AND 0.4 MILE NORTH OF A SECTION-ROAD CROSSING.  A STANDARD DISK,
 OP0146'STAMPED F 19 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OP0146'ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0018 ***********************************************************************
 NL0018  DESIGNATION -  F 2
 NL0018  PID         -  NL0018
 NL0018  STATE/COUNTY-  IA/HUMBOLDT
 NL0018  USGS QUAD   -  LIVERMORE (1972)
 NL0018
 NL0018                         *CURRENT SURVEY CONTROL
 NL0018  ___________________________________________________________________
 NL0018* NAD 83(1986)-  42 45 41.     (N)    094 12 18.     (W)     SCALED    
 NL0018* NAVD 88     -       341.504  (meters)    1120.42   (feet)  ADJUSTED  
 NL0018  ___________________________________________________________________
 NL0018  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 NL0018  DYNAMIC HT  -         341.387 (meters)    1120.03  (feet)  COMP
 NL0018  MODELED GRAV-     980,270.5   (mgal)                       NAVD 88
 NL0018
 NL0018  VERT ORDER  -  FIRST     CLASS II
 NL0018
 NL0018.The horizontal coordinates were scaled from a topographic map and have
 NL0018.an estimated accuracy of +/- 6 seconds.
 NL0018
 NL0018.The orthometric height was determined by differential leveling
 NL0018.and adjusted by the National Geodetic Survey in June 1991..
 NL0018
 NL0018.The geoid height was determined by GEOID03.
 NL0018
 NL0018.The dynamic height is computed by dividing the NAVD 88
 NL0018.geopotential number by the normal gravity value computed on the
 NL0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0018.degrees latitude (g = 980.6199 gals.).
 NL0018
 NL0018.The modeled gravity was interpolated from observed gravity values.
 NL0018
 NL0018;                    North         East    Units  Estimated Accuracy
 NL0018;SPC IA N     - 1,140,350.    1,442,300.      MT  (+/- 180 meters Scaled)
 NL0018
 NL0018                          SUPERSEDED SURVEY CONTROL
 NL0018
 NL0018  NGVD 29 (??/??/92)  341.445  (m)         1120.22   (f) ADJ UNCH    1 2
 NL0018
 NL0018.Superseded values are not recommended for survey control.
 NL0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0018.See file dsdata.txt to determine how the superseded data were derived.
 NL0018
 NL0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH014350(NAD 83)
 NL0018_MARKER: DB = BENCH MARK DISK
 NL0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0018_SP_SET: CULVERT
 NL0018_STAMPING: 1120.224 F 2 1930
 NL0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0018
 NL0018  HISTORY     - Date     Condition        Report By
 NL0018  HISTORY     - 1930     MONUMENTED       CGS
 NL0018  HISTORY     - 1972     MARK NOT FOUND   USGS
 NL0018
 NL0018                          STATION DESCRIPTION
 NL0018
 NL0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 NL0018'3 MI S FROM ARNOLD.
 NL0018'3.0 MILES SOUTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 NL0018'ARNOLD, HUMBOLDT COUNTY, 1/4 MILE SOUTH OF MILEPOST 200, 400 FEET
 NL0018'NORTH OF A ROAD CROSSING, AND IN THE EAST END OF A STONE CULVERT.
 NL0018'A STANDARD DISK, STAMPED 1220.224 F 2 1930.
 NL0018
 NL0018                          STATION RECOVERY (1972)
 NL0018
 NL0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NL0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0516 ***********************************************************************
 OP0516  DESIGNATION -  F 20
 OP0516  PID         -  OP0516
 OP0516  STATE/COUNTY-  IA/DICKINSON
 OP0516  USGS QUAD   -  OKOBOJI (1982)
 OP0516
 OP0516                         *CURRENT SURVEY CONTROL
 OP0516  ___________________________________________________________________
 OP0516* NAD 83(1986)-  43 26 40.     (N)    095 12 57.     (W)     SCALED    
 OP0516* NAVD 88     -       435.696  (meters)    1429.45   (feet)  ADJUSTED  
 OP0516  ___________________________________________________________________
 OP0516  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 OP0516  DYNAMIC HT  -         435.580 (meters)    1429.07  (feet)  COMP
 OP0516  MODELED GRAV-     980,338.8   (mgal)                       NAVD 88
 OP0516
 OP0516  VERT ORDER  -  SECOND    CLASS 0
 OP0516
 OP0516.The horizontal coordinates were scaled from a topographic map and have
 OP0516.an estimated accuracy of +/- 6 seconds.
 OP0516
 OP0516.The orthometric height was determined by differential leveling
 OP0516.and adjusted by the National Geodetic Survey in June 1991..
 OP0516
 OP0516.The geoid height was determined by GEOID03.
 OP0516
 OP0516.The dynamic height is computed by dividing the NAVD 88
 OP0516.geopotential number by the normal gravity value computed on the
 OP0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0516.degrees latitude (g = 980.6199 gals.).
 OP0516
 OP0516.The modeled gravity was interpolated from observed gravity values.
 OP0516
 OP0516;                    North         East    Units  Estimated Accuracy
 OP0516;SPC IA N     - 1,217,400.    1,361,110.      MT  (+/- 180 meters Scaled)
 OP0516
 OP0516                          SUPERSEDED SURVEY CONTROL
 OP0516
 OP0516  NGVD 29 (??/??/92)  435.539  (m)         1428.93   (f) ADJ UNCH    2 0
 OP0516
 OP0516.Superseded values are not recommended for survey control.
 OP0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0516.See file dsdata.txt to determine how the superseded data were derived.
 OP0516
 OP0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ206125(NAD 83)
 OP0516_MARKER: DB = BENCH MARK DISK
 OP0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0516_STAMPING: F 20 1934
 OP0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0516+STABILITY: SURFACE MOTION
 OP0516
 OP0516  HISTORY     - Date     Condition        Report By
 OP0516  HISTORY     - 1934     MONUMENTED       CGS
 OP0516  HISTORY     - 1967     MARK NOT FOUND   USGS
 OP0516
 OP0516                          STATION DESCRIPTION
 OP0516
 OP0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0516'5.6 MI W FROM SPIRIT LAKE.
 OP0516'5.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM
 OP0516'THE STATION AT SPIRIT LAKE, DICKINSON COUNTY, 0.8 MILE NORTHWEST OF
 OP0516'MONTGOMERY, 0.2 MILE SOUTHEAST OF A COUNTY-ROAD CROSSING, 190 YARDS
 OP0516'SOUTHEAST OF MILEPOLE 229+10, 45.4 FEET NORTHEAST OF THE NORTHEAST
 OP0516'RAIL OF THE MAIN TRACK, AND 1.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 OP0516'FENCE.  A STANDARD DISK, STAMPED F 20 1934 AND SET IN THE TOP OF A
 OP0516'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OP0516
 OP0516                          STATION RECOVERY (1967)
 OP0516
 OP0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OP0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0268 ***********************************************************************
 NL0268  DESIGNATION -  F 24
 NL0268  PID         -  NL0268
 NL0268  STATE/COUNTY-  IA/CHEROKEE
 NL0268  USGS QUAD   -  AURELIA (1969)
 NL0268
 NL0268                         *CURRENT SURVEY CONTROL
 NL0268  ___________________________________________________________________
 NL0268* NAD 83(1986)-  42 43 54.     (N)    095 29 00.     (W)     SCALED    
 NL0268* NAVD 88     -       413.596  (meters)    1356.94   (feet)  ADJUSTED  
 NL0268  ___________________________________________________________________
 NL0268  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 NL0268  DYNAMIC HT  -         413.461 (meters)    1356.50  (feet)  COMP
 NL0268  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 NL0268
 NL0268  VERT ORDER  -  SECOND    CLASS 0
 NL0268
 NL0268.The horizontal coordinates were scaled from a topographic map and have
 NL0268.an estimated accuracy of +/- 6 seconds.
 NL0268
 NL0268.The orthometric height was determined by differential leveling
 NL0268.and adjusted by the National Geodetic Survey in June 1991..
 NL0268
 NL0268.The geoid height was determined by GEOID03.
 NL0268
 NL0268.The dynamic height is computed by dividing the NAVD 88
 NL0268.geopotential number by the normal gravity value computed on the
 NL0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0268.degrees latitude (g = 980.6199 gals.).
 NL0268
 NL0268.The modeled gravity was interpolated from observed gravity values.
 NL0268
 NL0268;                    North         East    Units  Estimated Accuracy
 NL0268;SPC IA N     - 1,138,720.    1,337,600.      MT  (+/- 180 meters Scaled)
 NL0268
 NL0268                          SUPERSEDED SURVEY CONTROL
 NL0268
 NL0268  NGVD 29 (??/??/92)  413.455  (m)         1356.48   (f) ADJ UNCH    2 0
 NL0268
 NL0268.Superseded values are not recommended for survey control.
 NL0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0268.See file dsdata.txt to determine how the superseded data were derived.
 NL0268
 NL0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH967340(NAD 83)
 NL0268_MARKER: DB = BENCH MARK DISK
 NL0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0268_STAMPING: F 24 1934
 NL0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0268+STABILITY: SURFACE MOTION
 NL0268
 NL0268  HISTORY     - Date     Condition        Report By
 NL0268  HISTORY     - 1934     MONUMENTED       CGS
 NL0268
 NL0268                          STATION DESCRIPTION
 NL0268
 NL0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0268'2.7 MI W FROM AURELIA.
 NL0268'2.7 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0268'STATION AT AURELIA, CHEROKEE COUNTY, 7 POLES EAST OF A ROAD
 NL0268'CROSSING, 41.4 FEET SOUTH OF THE SOUTH RAIL, 17.6 FEET SOUTHEAST
 NL0268'OF A POLE, AND 5.4 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A
 NL0268'STANDARD DISK, STAMPED F 24 1934 AND SET IN THE TOP OF A CONCRETE
 NL0268'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0518 ***********************************************************************
 NL0518  DESIGNATION -  F 26
 NL0518  PID         -  NL0518
 NL0518  STATE/COUNTY-  IA/O BRIEN
 NL0518  USGS QUAD   -  SUTHERLAND WEST (1971)
 NL0518
 NL0518                         *CURRENT SURVEY CONTROL
 NL0518  ___________________________________________________________________
 NL0518* NAD 83(1986)-  42 54 36.     (N)    095 32 26.     (W)     SCALED    
 NL0518* NAVD 88     -       429.041  (meters)    1407.61   (feet)  ADJUSTED  
 NL0518  ___________________________________________________________________
 NL0518  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 NL0518  DYNAMIC HT  -         428.902 (meters)    1407.16  (feet)  COMP
 NL0518  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 NL0518
 NL0518  VERT ORDER  -  SECOND    CLASS 0
 NL0518
 NL0518.The horizontal coordinates were scaled from a topographic map and have
 NL0518.an estimated accuracy of +/- 6 seconds.
 NL0518
 NL0518.The orthometric height was determined by differential leveling
 NL0518.and adjusted by the National Geodetic Survey in June 1991..
 NL0518
 NL0518.The geoid height was determined by GEOID03.
 NL0518
 NL0518.The dynamic height is computed by dividing the NAVD 88
 NL0518.geopotential number by the normal gravity value computed on the
 NL0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0518.degrees latitude (g = 980.6199 gals.).
 NL0518
 NL0518.The modeled gravity was interpolated from observed gravity values.
 NL0518
 NL0518;                    North         East    Units  Estimated Accuracy
 NL0518;SPC IA N     - 1,158,630.    1,333,390.      MT  (+/- 180 meters Scaled)
 NL0518
 NL0518                          SUPERSEDED SURVEY CONTROL
 NL0518
 NL0518  NGVD 29 (??/??/92)  428.844  (m)         1406.97   (f) ADJ UNCH    2 0
 NL0518
 NL0518.Superseded values are not recommended for survey control.
 NL0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0518.See file dsdata.txt to determine how the superseded data were derived.
 NL0518
 NL0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH926539(NAD 83)
 NL0518_MARKER: DB = BENCH MARK DISK
 NL0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0518_STAMPING: F 26 1934
 NL0518_MARK LOGO: CGS   
 NL0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0518+STABILITY: SURFACE MOTION
 NL0518
 NL0518  HISTORY     - Date     Condition        Report By
 NL0518  HISTORY     - 1934     MONUMENTED       CGS
 NL0518  HISTORY     - 20000404 GOOD             AERSVC
 NL0518
 NL0518                          STATION DESCRIPTION
 NL0518
 NL0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0518'11.5 MI N FROM CHEROKEE.
 NL0518'IN O BRIEN COUNTY, 11.5 MILES NORTH ALONG THE ILLINOIS CENTRAL
 NL0518'RAILROAD FROM THE STATION AT CHEROKEE, CHEROKEE COUNTY, 3.3
 NL0518'MILES NORTH OF THE STATION AT LARRABEE, CHEROKEE COUNTY, AT A
 NL0518'ROAD CROSSING, 40 FEET NORTH OF THE CENTERLINE OF THE ROAD, 44.1
 NL0518'FEET WEST OF THE WEST RAIL, AND 3.2 FEET NORTHEAST OF A CORNER
 NL0518'FENCE POST.  A STANDARD DISK, STAMPED F 26 1934 AND SET IN THE
 NL0518'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NL0518
 NL0518                          STATION RECOVERY (2000)
 NL0518
 NL0518'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0518'APPROXIMATELY 0.15 MI (0.24 KM) E OF HIGHWAY 59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0220 ***********************************************************************
 NL0220  DESIGNATION -  F 27
 NL0220  PID         -  NL0220
 NL0220  STATE/COUNTY-  IA/POCAHONTAS
 NL0220  USGS QUAD   -  HAVELOCK (1980)
 NL0220
 NL0220                         *CURRENT SURVEY CONTROL
 NL0220  ___________________________________________________________________
 NL0220* NAD 83(1986)-  42 49 33.     (N)    094 39 30.     (W)     SCALED    
 NL0220* NAVD 88     -       370.140  (meters)    1214.37   (feet)  ADJUSTED  
 NL0220  ___________________________________________________________________
 NL0220  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 NL0220  DYNAMIC HT  -         370.025 (meters)    1213.99  (feet)  COMP
 NL0220  MODELED GRAV-     980,298.9   (mgal)                       NAVD 88
 NL0220
 NL0220  VERT ORDER  -  SECOND    CLASS 0
 NL0220
 NL0220.The horizontal coordinates were scaled from a topographic map and have
 NL0220.an estimated accuracy of +/- 6 seconds.
 NL0220
 NL0220.The orthometric height was determined by differential leveling
 NL0220.and adjusted by the National Geodetic Survey in June 1991..
 NL0220
 NL0220.The geoid height was determined by GEOID03.
 NL0220
 NL0220.The dynamic height is computed by dividing the NAVD 88
 NL0220.geopotential number by the normal gravity value computed on the
 NL0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0220.degrees latitude (g = 980.6199 gals.).
 NL0220
 NL0220.The modeled gravity was interpolated from observed gravity values.
 NL0220
 NL0220;                    North         East    Units  Estimated Accuracy
 NL0220;SPC IA N     - 1,147,920.    1,405,290.      MT  (+/- 180 meters Scaled)
 NL0220
 NL0220                          SUPERSEDED SURVEY CONTROL
 NL0220
 NL0220  NGVD 29 (??/??/92)  370.066  (m)         1214.12   (f) ADJ UNCH    2 0
 NL0220
 NL0220.Superseded values are not recommended for survey control.
 NL0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0220.See file dsdata.txt to determine how the superseded data were derived.
 NL0220
 NL0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH644428(NAD 83)
 NL0220_MARKER: DB = BENCH MARK DISK
 NL0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0220_STAMPING: F 27 1934
 NL0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0220+STABILITY: SURFACE MOTION
 NL0220
 NL0220  HISTORY     - Date     Condition        Report By
 NL0220  HISTORY     - 1934     MONUMENTED       CGS
 NL0220
 NL0220                          STATION DESCRIPTION
 NL0220
 NL0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0220'2.1 MI E FROM HAVELOCK.
 NL0220'2.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0220'FROM THE STATION AT HAVELOCK, 42 YARDS SOUTHEAST OF CULVERT 2598,
 NL0220'72 FEET SOUTHEAST OF A SECTION-ROAD CROSSING, 45.0 FEET SOUTH
 NL0220'OF THE SOUTH RAIL, 15.0 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER,
 NL0220'AND 1.7 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED
 NL0220'F 27 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 NL0220'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0453 ***********************************************************************
 NK0453  DESIGNATION -  F 28
 NK0453  PID         -  NK0453
 NK0453  STATE/COUNTY-  IA/WRIGHT
 NK0453  USGS QUAD   -  EAGLE GROVE (1978)
 NK0453
 NK0453                         *CURRENT SURVEY CONTROL
 NK0453  ___________________________________________________________________
 NK0453* NAD 83(1986)-  42 39 58.     (N)    093 54 20.     (W)     SCALED    
 NK0453* NAVD 88     -       340.779  (meters)    1118.04   (feet)  ADJUSTED  
 NK0453  ___________________________________________________________________
 NK0453  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 NK0453  DYNAMIC HT  -         340.689 (meters)    1117.74  (feet)  COMP
 NK0453  MODELED GRAV-     980,344.9   (mgal)                       NAVD 88
 NK0453
 NK0453  VERT ORDER  -  SECOND    CLASS 0
 NK0453
 NK0453.The horizontal coordinates were scaled from a topographic map and have
 NK0453.an estimated accuracy of +/- 6 seconds.
 NK0453
 NK0453.The orthometric height was determined by differential leveling
 NK0453.and adjusted by the National Geodetic Survey in June 1991..
 NK0453
 NK0453.The geoid height was determined by GEOID03.
 NK0453
 NK0453.The dynamic height is computed by dividing the NAVD 88
 NK0453.geopotential number by the normal gravity value computed on the
 NK0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0453.degrees latitude (g = 980.6199 gals.).
 NK0453
 NK0453.The modeled gravity was interpolated from observed gravity values.
 NK0453
 NK0453;                    North         East    Units  Estimated Accuracy
 NK0453;SPC IA N     - 1,129,610.    1,466,750.      MT  (+/- 180 meters Scaled)
 NK0453
 NK0453                          SUPERSEDED SURVEY CONTROL
 NK0453
 NK0453  NGVD 29 (??/??/92)  340.76   (m)         1118.0    (f) COMPUTED    2 0
 NK0453
 NK0453.Superseded values are not recommended for survey control.
 NK0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0453.See file dsdata.txt to determine how the superseded data were derived.
 NK0453
 NK0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH257241(NAD 83)
 NK0453_MARKER: DB = BENCH MARK DISK
 NK0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0453_STAMPING: F-28-1934
 NK0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0453+STABILITY: SURFACE MOTION
 NK0453
 NK0453  HISTORY     - Date     Condition        Report By
 NK0453  HISTORY     - 1934     MONUMENTED       CGS
 NK0453
 NK0453                          STATION DESCRIPTION
 NK0453
 NK0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0453'AT EAGLE GROVE.
 NK0453'IS LOCATED IN THE SOUTHEAST CORNER OF THE SCHOOL GROUNDS AT EAGLE
 NK0453'GROVE, 105 FEET EAST OF SOUTHEAST CORNER OF HIGH SCHOOL
 NK0453'BUILDING, 67.0 FEET NORTH OF CENTERLINE OF EAST AND WEST STREET,
 NK0453'26.0 FEET WEST OF CENTERLINE OF NORTH AND SOUTH STREET, 5.9 FEET
 NK0453'WEST OF WEST EDGE OF EAST WALK ON GROUNDS.  STANDARD TABLET
 NK0453'SET IN TOP OF CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0454 ***********************************************************************
 NK0454  DESIGNATION -  F 28 RESET
 NK0454  PID         -  NK0454
 NK0454  STATE/COUNTY-  IA/WRIGHT
 NK0454  USGS QUAD   -  EAGLE GROVE (1978)
 NK0454
 NK0454                         *CURRENT SURVEY CONTROL
 NK0454  ___________________________________________________________________
 NK0454* NAD 83(1986)-  42 39 58.     (N)    093 54 21.     (W)     SCALED    
 NK0454* NAVD 88     -       340.83   (meters)    1118.2    (feet)  RESET     
 NK0454  ___________________________________________________________________
 NK0454  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 NK0454
 NK0454  VERT ORDER  -  THIRD
 NK0454
 NK0454.The horizontal coordinates were scaled from a topographic map and have
 NK0454.an estimated accuracy of +/- 6 seconds.
 NK0454
 NK0454.The orthometric height was computed from unverified reset data.
 NK0454
 NK0454.The geoid height was determined by GEOID03.
 NK0454
 NK0454;                    North         East    Units  Estimated Accuracy
 NK0454;SPC IA N     - 1,129,610.    1,466,730.      MT  (+/- 180 meters Scaled)
 NK0454
 NK0454                          SUPERSEDED SURVEY CONTROL
 NK0454
 NK0454  NGVD 29 (??/??/??)  340.81   (m)         1118.1    (f) RESET       3  
 NK0454
 NK0454.Superseded values are not recommended for survey control.
 NK0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0454.See file dsdata.txt to determine how the superseded data were derived.
 NK0454
 NK0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH257241(NAD 83)
 NK0454_MARKER: DB = BENCH MARK DISK
 NK0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0454_STAMPING: F 28 RESET 1950
 NK0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0454+STABILITY: SURFACE MOTION
 NK0454
 NK0454  HISTORY     - Date     Condition        Report By
 NK0454  HISTORY     - 1950     MONUMENTED       IA2530
 NK0454
 NK0454                          STATION DESCRIPTION
 NK0454
 NK0454'DESCRIBED BY CITY OF EAGLE GROVE IOWA 1950
 NK0454'AT EAGLE GROVE.
 NK0454'AT EAGLE GROVE, WRIGHT COUNTY, NEAR THE HIGH SCHOOL, AT THE
 NK0454'NORTHEAST CORNER OF IOWA AVENUE AND SECOND STREET NORTH, 3.5
 NK0454'FEET NORTH OF THE NORTH EDGE OF THE SECOND STREET SIDEWALK, AND 2.9
 NK0454'FEET WEST OF THE WEST EDGE OF THE IOWA AVENUE SIDEWALK.  A
 NK0454'STANDARD DISK, STAMPED F 28 RESET 1950 AND SET IN THE TOP OF
 NK0454'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0191 ***********************************************************************
 NK0191  DESIGNATION -  F 29
 NK0191  PID         -  NK0191
 NK0191  STATE/COUNTY-  IA/FRANKLIN
 NK0191  USGS QUAD   -  HANSELL (1972)
 NK0191
 NK0191                         *CURRENT SURVEY CONTROL
 NK0191  ___________________________________________________________________
 NK0191* NAD 83(1986)-  42 45 18.     (N)    093 07 27.     (W)     SCALED    
 NK0191* NAVD 88     -       313.886  (meters)    1029.81   (feet)  ADJUSTED  
 NK0191  ___________________________________________________________________
 NK0191  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 NK0191  DYNAMIC HT  -         313.780 (meters)    1029.46  (feet)  COMP
 NK0191  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 NK0191
 NK0191  VERT ORDER  -  SECOND    CLASS 0
 NK0191
 NK0191.The horizontal coordinates were scaled from a topographic map and have
 NK0191.an estimated accuracy of +/- 6 seconds.
 NK0191
 NK0191.The orthometric height was determined by differential leveling
 NK0191.and adjusted by the National Geodetic Survey in June 1991..
 NK0191
 NK0191.The geoid height was determined by GEOID03.
 NK0191
 NK0191.The dynamic height is computed by dividing the NAVD 88
 NK0191.geopotential number by the normal gravity value computed on the
 NK0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0191.degrees latitude (g = 980.6199 gals.).
 NK0191
 NK0191.The modeled gravity was interpolated from observed gravity values.
 NK0191
 NK0191;                    North         East    Units  Estimated Accuracy
 NK0191;SPC IA N     - 1,139,470.    1,530,770.      MT  (+/- 180 meters Scaled)
 NK0191
 NK0191                          SUPERSEDED SURVEY CONTROL
 NK0191
 NK0191  NGVD 29 (??/??/92)  313.871  (m)         1029.76   (f) ADJ UNCH    2 0
 NK0191
 NK0191.Superseded values are not recommended for survey control.
 NK0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0191.See file dsdata.txt to determine how the superseded data were derived.
 NK0191
 NK0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH898336(NAD 83)
 NK0191_MARKER: DB = BENCH MARK DISK
 NK0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0191_STAMPING: F 29 1934
 NK0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0191+STABILITY: SURFACE MOTION
 NK0191
 NK0191  HISTORY     - Date     Condition        Report By
 NK0191  HISTORY     - 1934     MONUMENTED       CGS
 NK0191
 NK0191                          STATION DESCRIPTION
 NK0191
 NK0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0191'4.3 MI E FROM HAMPTON.
 NK0191'4.3 MILES EAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0191'THE STATION AT HAMPTON, FRANKLIN COUNTY, ABOUT 1.1 MILES WEST
 NK0191'OF THE STATION AT HANSELL, ABOUT 0.1 MILE WEST OF MILEPOST 313,
 NK0191'71.0 FEET NORTHWEST OF A NORTH-AND-SOUTH SECTION-ROAD CROSSING,
 NK0191'46.4 FEET NORTH OF THE NORTH RAIL, 21.0 FEET WEST OF A
 NK0191'RIGHT-OF-WAY FENCE CORNER, AND 1.5 FEET SOUTH OF THE FENCE.
 NK0191'A STANDARD DISK, STAMPED F 29 1934 AND SET IN THE TOP OF A
 NK0191'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0068 ***********************************************************************
 NL0068  DESIGNATION -  F 3
 NL0068  PID         -  NL0068
 NL0068  STATE/COUNTY-  IA/BOONE
 NL0068  USGS QUAD   -  BOXHOLM (1982)
 NL0068
 NL0068                         *CURRENT SURVEY CONTROL
 NL0068  ___________________________________________________________________
 NL0068* NAD 83(1986)-  42 10 00.     (N)    094 01 10.     (W)     SCALED    
 NL0068* NAVD 88     -       337.214  (meters)    1106.34   (feet)  ADJUSTED  
 NL0068  ___________________________________________________________________
 NL0068  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 NL0068  DYNAMIC HT  -         337.123 (meters)    1106.04  (feet)  COMP
 NL0068  MODELED GRAV-     980,342.2   (mgal)                       NAVD 88
 NL0068
 NL0068  VERT ORDER  -  FIRST     CLASS II
 NL0068
 NL0068.The horizontal coordinates were scaled from a topographic map and have
 NL0068.an estimated accuracy of +/- 6 seconds.
 NL0068
 NL0068.The orthometric height was determined by differential leveling
 NL0068.and adjusted by the National Geodetic Survey in June 1991..
 NL0068
 NL0068.The geoid height was determined by GEOID03.
 NL0068
 NL0068.The dynamic height is computed by dividing the NAVD 88
 NL0068.geopotential number by the normal gravity value computed on the
 NL0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0068.degrees latitude (g = 980.6199 gals.).
 NL0068
 NL0068.The modeled gravity was interpolated from observed gravity values.
 NL0068
 NL0068;                    North         East    Units  Estimated Accuracy
 NL0068;SPC IA N     - 1,074,180.    1,457,080.      MT  (+/- 180 meters Scaled)
 NL0068
 NL0068                          SUPERSEDED SURVEY CONTROL
 NL0068
 NL0068  NGVD 29 (??/??/92)  337.196  (m)         1106.28   (f) ADJ UNCH    1 2
 NL0068
 NL0068.Superseded values are not recommended for survey control.
 NL0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0068.See file dsdata.txt to determine how the superseded data were derived.
 NL0068
 NL0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG157687(NAD 83)
 NL0068_MARKER: DB = BENCH MARK DISK
 NL0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0068_STAMPING: 1106.284 F 3 1930
 NL0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0068+STABILITY: SURFACE MOTION
 NL0068
 NL0068  HISTORY     - Date     Condition        Report By
 NL0068  HISTORY     - 1930     MONUMENTED       CGS
 NL0068
 NL0068                          STATION DESCRIPTION
 NL0068
 NL0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 NL0068'0.2 MI N FROM PILOT MOUND.
 NL0068'1/4 MILE NORTH ALONG THE ABANDONED MINNEAPOLIS AND ST. LOUIS
 NL0068'RAILROAD FROM PILOT MOUND, BOONE COUNTY, 9 FEET NORTH OF THE
 NL0068'NORTH FENCE LINE OF A ROAD FENCED 60 FEET WIDE, 46 FEET EAST
 NL0068'OF THE CENTERLINE OF THE TRACK, AND AT A FENCE LINE.  A STANDARD
 NL0068'DISK, STAMPED 1106.284 F 3 1930 AND SET IN THE TOP OF A CONCRETE
 NL0068'POST.  NOTE-- 1957 REPORT-- TO BE RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0265 ***********************************************************************
 NK0265  DESIGNATION -  F 31
 NK0265  PID         -  NK0265
 NK0265  STATE/COUNTY-  IA/HARDIN
 NK0265  USGS QUAD   -  IOWA FALLS WEST (1979)
 NK0265
 NK0265                         *CURRENT SURVEY CONTROL
 NK0265  ___________________________________________________________________
 NK0265* NAD 83(1986)-  42 30 42.     (N)    093 17 25.     (W)     SCALED    
 NK0265* NAVD 88     -       345.526  (meters)    1133.61   (feet)  ADJUSTED  
 NK0265  ___________________________________________________________________
 NK0265  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 NK0265  DYNAMIC HT  -         345.413 (meters)    1133.24  (feet)  COMP
 NK0265  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 NK0265
 NK0265  VERT ORDER  -  SECOND    CLASS 0
 NK0265
 NK0265.The horizontal coordinates were scaled from a topographic map and have
 NK0265.an estimated accuracy of +/- 6 seconds.
 NK0265
 NK0265.The orthometric height was determined by differential leveling
 NK0265.and adjusted by the National Geodetic Survey in June 1991..
 NK0265
 NK0265.The geoid height was determined by GEOID03.
 NK0265
 NK0265.The dynamic height is computed by dividing the NAVD 88
 NK0265.geopotential number by the normal gravity value computed on the
 NK0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0265.degrees latitude (g = 980.6199 gals.).
 NK0265
 NK0265.The modeled gravity was interpolated from observed gravity values.
 NK0265
 NK0265;                    North         East    Units  Estimated Accuracy
 NK0265;SPC IA N     - 1,112,390.    1,517,240.      MT  (+/- 180 meters Scaled)
 NK0265
 NK0265                          SUPERSEDED SURVEY CONTROL
 NK0265
 NK0265  NGVD 29 (??/??/92)  345.516  (m)         1133.58   (f) ADJ UNCH    2 0
 NK0265
 NK0265.Superseded values are not recommended for survey control.
 NK0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0265.See file dsdata.txt to determine how the superseded data were derived.
 NK0265
 NK0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH761066(NAD 83)
 NK0265_MARKER: DB = BENCH MARK DISK
 NK0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0265_STAMPING: F 31 1934
 NK0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0265+STABILITY: SURFACE MOTION
 NK0265
 NK0265  HISTORY     - Date     Condition        Report By
 NK0265  HISTORY     - 1934     MONUMENTED       CGS
 NK0265
 NK0265                          STATION DESCRIPTION
 NK0265
 NK0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0265'1.5 MI W FROM IOWA FALLS.
 NK0265'1.5 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NK0265'STATION AT IOWA FALLS, 2 POLES WEST OF MILEPOST 328, 50 FEET
 NK0265'WEST OF THE CENTERLINE OF A SECTION ROAD, 31.8 FEET SOUTH OF
 NK0265'THE SOUTH RAIL, AND 21 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 NK0265'A STANDARD DISK, STAMPED F 31 1934 AND SET IN THE TOP OF A
 NK0265'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0119 ***********************************************************************
 NL0119  DESIGNATION -  F 32
 NL0119  PID         -  NL0119
 NL0119  STATE/COUNTY-  IA/WEBSTER
 NL0119  USGS QUAD   -  EVANSTON (1965)
 NL0119
 NL0119                         *CURRENT SURVEY CONTROL
 NL0119  ___________________________________________________________________
 NL0119* NAD 83(1986)-  42 28 19.     (N)    094 03 01.     (W)     SCALED    
 NL0119* NAVD 88     -       339.101  (meters)    1112.53   (feet)  ADJUSTED  
 NL0119  ___________________________________________________________________
 NL0119  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 NL0119  DYNAMIC HT  -         339.012 (meters)    1112.24  (feet)  COMP
 NL0119  MODELED GRAV-     980,347.4   (mgal)                       NAVD 88
 NL0119
 NL0119  VERT ORDER  -  SECOND    CLASS 0
 NL0119
 NL0119.The horizontal coordinates were scaled from a topographic map and have
 NL0119.an estimated accuracy of +/- 6 seconds.
 NL0119
 NL0119.The orthometric height was determined by differential leveling
 NL0119.and adjusted by the National Geodetic Survey in June 1991..
 NL0119
 NL0119.The geoid height was determined by GEOID03.
 NL0119
 NL0119.The dynamic height is computed by dividing the NAVD 88
 NL0119.geopotential number by the normal gravity value computed on the
 NL0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0119.degrees latitude (g = 980.6199 gals.).
 NL0119
 NL0119.The modeled gravity was interpolated from observed gravity values.
 NL0119
 NL0119;                    North         East    Units  Estimated Accuracy
 NL0119;SPC IA N     - 1,108,110.    1,454,750.      MT  (+/- 180 meters Scaled)
 NL0119
 NL0119                          SUPERSEDED SURVEY CONTROL
 NL0119
 NL0119  NGVD 29 (??/??/92)  339.079  (m)         1112.46   (f) ADJ UNCH    2 0
 NL0119
 NL0119.Superseded values are not recommended for survey control.
 NL0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0119.See file dsdata.txt to determine how the superseded data were derived.
 NL0119
 NL0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH136027(NAD 83)
 NL0119_MARKER: DB = BENCH MARK DISK
 NL0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0119_STAMPING: F 32 1934
 NL0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0119+STABILITY: SURFACE MOTION
 NL0119
 NL0119  HISTORY     - Date     Condition        Report By
 NL0119  HISTORY     - 1934     MONUMENTED       CGS
 NL0119  HISTORY     - 1953     GOOD             NGS
 NL0119
 NL0119                          STATION DESCRIPTION
 NL0119
 NL0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 NL0119'2.7 MI W FROM DUNCOMBE.
 NL0119'2.7 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0119'STATION AT DUNCOMBE, WEBSTER COUNTY, 78 YARDS WEST OF THE
 NL0119'STATION AT JUDD, 61.6 FEET NORTH OF THE NORTH RAIL OF A
 NL0119'SIDETRACK, 46 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 NL0119'AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 NL0119'STAMPED F 32 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0119'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0380 ***********************************************************************
 MH0380  DESIGNATION -  F 33
 MH0380  PID         -  MH0380
 MH0380  STATE/COUNTY-  IA/POLK
 MH0380  USGS QUAD   -  DES MOINES NE (1976)
 MH0380
 MH0380                         *CURRENT SURVEY CONTROL
 MH0380  ___________________________________________________________________
 MH0380* NAD 83(1986)-  41 39 35.     (N)    093 35 09.     (W)     SCALED    
 MH0380* NAVD 88     -       293.182  (meters)     961.88   (feet)  ADJUSTED  
 MH0380  ___________________________________________________________________
 MH0380  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 MH0380  DYNAMIC HT  -         293.057 (meters)     961.47  (feet)  COMP
 MH0380  MODELED GRAV-     980,188.1   (mgal)                       NAVD 88
 MH0380
 MH0380  VERT ORDER  -  SECOND    CLASS 0
 MH0380
 MH0380.The horizontal coordinates were scaled from a topographic map and have
 MH0380.an estimated accuracy of +/- 6 seconds.
 MH0380
 MH0380.The orthometric height was determined by differential leveling
 MH0380.and adjusted by the National Geodetic Survey in June 1991..
 MH0380
 MH0380.The geoid height was determined by GEOID03.
 MH0380
 MH0380.The dynamic height is computed by dividing the NAVD 88
 MH0380.geopotential number by the normal gravity value computed on the
 MH0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0380.degrees latitude (g = 980.6199 gals.).
 MH0380
 MH0380.The modeled gravity was interpolated from observed gravity values.
 MH0380
 MH0380;                    North         East    Units  Estimated Accuracy
 MH0380;SPC IA S     -   184,320.      492,850.      MT  (+/- 180 meters Scaled)
 MH0380
 MH0380                          SUPERSEDED SURVEY CONTROL
 MH0380
 MH0380  NGVD 29 (??/??/92)  293.163  (m)          961.82   (f) ADJ UNCH    2 0
 MH0380
 MH0380.Superseded values are not recommended for survey control.
 MH0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0380.See file dsdata.txt to determine how the superseded data were derived.
 MH0380
 MH0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG512121(NAD 83)
 MH0380_MARKER: DB = BENCH MARK DISK
 MH0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0380_STAMPING: F 33 1934
 MH0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0380+STABILITY: SURFACE MOTION
 MH0380
 MH0380  HISTORY     - Date     Condition        Report By
 MH0380  HISTORY     - 1934     MONUMENTED       CGS
 MH0380  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0380
 MH0380                          STATION DESCRIPTION
 MH0380
 MH0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0380'5.2 MI N FROM DES MOINES.
 MH0380'5.2 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0380'RAILWAY FROM THE JUNCTION AT DES MOINES, POLK COUNTY, AT A ROAD
 MH0380'CROSSING, 44.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 12 FEET
 MH0380'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 5.4 FEET SOUTHWEST OF
 MH0380'A GATEPOST, AND 3 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 MH0380'A STANDARD DISK, STAMPED F 33 1934 AND SET IN THE TOP OF A
 MH0380'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 MH0380
 MH0380                          STATION RECOVERY (1995)
 MH0380
 MH0380'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0280 ***********************************************************************
 NK0280  DESIGNATION -  F 34
 NK0280  PID         -  NK0280
 NK0280  STATE/COUNTY-  IA/STORY
 NK0280  USGS QUAD   -  MC CALLSBURG (1975)
 NK0280
 NK0280                         *CURRENT SURVEY CONTROL
 NK0280  ___________________________________________________________________
 NK0280* NAD 83(1986)-  42 09 58.     (N)    093 23 43.     (W)     SCALED    
 NK0280* NAVD 88     -       330.020  (meters)    1082.74   (feet)  ADJUSTED  
 NK0280  ___________________________________________________________________
 NK0280  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 NK0280  DYNAMIC HT  -         329.906 (meters)    1082.37  (feet)  COMP
 NK0280  MODELED GRAV-     980,266.7   (mgal)                       NAVD 88
 NK0280
 NK0280  VERT ORDER  -  SECOND    CLASS 0
 NK0280
 NK0280.The horizontal coordinates were scaled from a topographic map and have
 NK0280.an estimated accuracy of +/- 6 seconds.
 NK0280
 NK0280.The orthometric height was determined by differential leveling
 NK0280.and adjusted by the National Geodetic Survey in June 1991..
 NK0280
 NK0280.The geoid height was determined by GEOID03.
 NK0280
 NK0280.The dynamic height is computed by dividing the NAVD 88
 NK0280.geopotential number by the normal gravity value computed on the
 NK0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0280.degrees latitude (g = 980.6199 gals.).
 NK0280
 NK0280.The modeled gravity was interpolated from observed gravity values.
 NK0280
 NK0280;                    North         East    Units  Estimated Accuracy
 NK0280;SPC IA N     - 1,074,000.    1,508,650.      MT  (+/- 180 meters Scaled)
 NK0280
 NK0280                          SUPERSEDED SURVEY CONTROL
 NK0280
 NK0280  NGVD 29 (??/??/92)  329.992  (m)         1082.65   (f) ADJ UNCH    2 0
 NK0280
 NK0280.Superseded values are not recommended for survey control.
 NK0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0280.See file dsdata.txt to determine how the superseded data were derived.
 NK0280
 NK0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG673682(NAD 83)
 NK0280_MARKER: DB = BENCH MARK DISK
 NK0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0280_STAMPING: F 34 1934
 NK0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0280+STABILITY: SURFACE MOTION
 NK0280
 NK0280  HISTORY     - Date     Condition        Report By
 NK0280  HISTORY     - 1934     MONUMENTED       CGS
 NK0280
 NK0280                          STATION DESCRIPTION
 NK0280
 NK0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0280'0.2 MI N FROM MC CALLSBURG.
 NK0280'0.2 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0280'RAILWAY FROM THE STATION AT MC CALLSBURG, STORY COUNTY, 3.9 FEET
 NK0280'NORTHWEST OF MILEPOST 120, AT THE CROSSING OF THE MINNEAPOLIS
 NK0280'AND ST. LOUIS RAILROAD, 52.3 FEET EAST OF THE EAST RAIL OF THE
 NK0280'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, AND 15.4 FEET SOUTH
 NK0280'OF THE SOUTH RAIL OF THE MINNEAPOLIS AND ST. LOUIS RAILROAD.  A
 NK0280'STANDARD DISK, STAMPED F 34 1934 AND SET IN THE TOP OF A CONCRETE
 NK0280'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0709 ***********************************************************************
 OO0709  DESIGNATION -  F 35
 OO0709  PID         -  OO0709
 OO0709  STATE/COUNTY-  IA/HANCOCK
 OO0709  USGS QUAD   -  BRITT (1972)
 OO0709
 OO0709                         *CURRENT SURVEY CONTROL
 OO0709  ___________________________________________________________________
 OO0709* NAD 83(1986)-  43 05 36.     (N)    093 47 46.     (W)     SCALED    
 OO0709* NAVD 88     -       374.726  (meters)    1229.41   (feet)  ADJUSTED  
 OO0709  ___________________________________________________________________
 OO0709  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 OO0709  DYNAMIC HT  -         374.605 (meters)    1229.02  (feet)  COMP
 OO0709  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 OO0709
 OO0709  VERT ORDER  -  SECOND    CLASS 0
 OO0709
 OO0709.The horizontal coordinates were scaled from a topographic map and have
 OO0709.an estimated accuracy of +/- 6 seconds.
 OO0709
 OO0709.The orthometric height was determined by differential leveling
 OO0709.and adjusted by the National Geodetic Survey in June 1991..
 OO0709
 OO0709.The geoid height was determined by GEOID03.
 OO0709
 OO0709.The dynamic height is computed by dividing the NAVD 88
 OO0709.geopotential number by the normal gravity value computed on the
 OO0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0709.degrees latitude (g = 980.6199 gals.).
 OO0709
 OO0709.The modeled gravity was interpolated from observed gravity values.
 OO0709
 OO0709;                    North         East    Units  Estimated Accuracy
 OO0709;SPC IA N     - 1,177,030.    1,475,890.      MT  (+/- 180 meters Scaled)
 OO0709
 OO0709                          SUPERSEDED SURVEY CONTROL
 OO0709
 OO0709  NGVD 29 (??/??/92)  374.681  (m)         1229.27   (f) ADJ UNCH    2 0
 OO0709
 OO0709.Superseded values are not recommended for survey control.
 OO0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0709.See file dsdata.txt to determine how the superseded data were derived.
 OO0709
 OO0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH352714(NAD 83)
 OO0709_MARKER: DB = BENCH MARK DISK
 OO0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0709_STAMPING: F 35 1934
 OO0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0709+STABILITY: SURFACE MOTION
 OO0709
 OO0709  HISTORY     - Date     Condition        Report By
 OO0709  HISTORY     - 1934     MONUMENTED       CGS
 OO0709  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0709
 OO0709                          STATION DESCRIPTION
 OO0709
 OO0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0709'IN BRITT.
 OO0709'AT BRITT, ON THE MINNEAPOLIS AND ST. LOUIS RAILWAY, 64.6 FEET
 OO0709'NORTHWEST OF THE NORTHEAST CORNER OF THE STATION, AT A ROAD CROSSING,
 OO0709'139 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 45.7 FEET NORTHWEST
 OO0709'OF THE NORTHWEST RAIL, 12 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE
 OO0709'CORNER, AND 1.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OO0709'DISK, STAMPED F 35 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0709'PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THE MINNEAPOLIS AND ST.
 OO0709'LOUIS RAILWAY HAS BEEN MERGED WITH THE CHICAGO AND NORTHWESTERN
 OO0709'RAILWAY ON NOVEMBER 1960.
 OO0709
 OO0709                          STATION RECOVERY (1972)
 OO0709
 OO0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0286 ***********************************************************************
 OO0286  DESIGNATION -  F 36
 OO0286  PID         -  OO0286
 OO0286  STATE/COUNTY-  IA/FLOYD
 OO0286  USGS QUAD   -  ROCKFORD (1971)
 OO0286
 OO0286                         *CURRENT SURVEY CONTROL
 OO0286  ___________________________________________________________________
 OO0286* NAD 83(1986)-  43 07 10.     (N)    092 54 18.     (W)     SCALED    
 OO0286* NAVD 88     -       340.090  (meters)    1115.78   (feet)  ADJUSTED  
 OO0286  ___________________________________________________________________
 OO0286  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 OO0286  DYNAMIC HT  -         339.988 (meters)    1115.44  (feet)  COMP
 OO0286  MODELED GRAV-     980,309.1   (mgal)                       NAVD 88
 OO0286
 OO0286  VERT ORDER  -  SECOND    CLASS 0
 OO0286
 OO0286.The horizontal coordinates were scaled from a topographic map and have
 OO0286.an estimated accuracy of +/- 6 seconds.
 OO0286
 OO0286.The orthometric height was determined by differential leveling
 OO0286.and adjusted by the National Geodetic Survey in June 1991..
 OO0286
 OO0286.The geoid height was determined by GEOID03.
 OO0286
 OO0286.The dynamic height is computed by dividing the NAVD 88
 OO0286.geopotential number by the normal gravity value computed on the
 OO0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0286.degrees latitude (g = 980.6199 gals.).
 OO0286
 OO0286.The modeled gravity was interpolated from observed gravity values.
 OO0286
 OO0286;                    North         East    Units  Estimated Accuracy
 OO0286;SPC IA N     - 1,180,060.    1,548,420.      MT  (+/- 180 meters Scaled)
 OO0286
 OO0286                          SUPERSEDED SURVEY CONTROL
 OO0286
 OO0286  NGVD 29 (??/??/92)  340.077  (m)         1115.74   (f) ADJ UNCH    2 0
 OO0286
 OO0286.Superseded values are not recommended for survey control.
 OO0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0286.See file dsdata.txt to determine how the superseded data were derived.
 OO0286
 OO0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH077740(NAD 83)
 OO0286_MARKER: DB = BENCH MARK DISK
 OO0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0286_STAMPING: F 36 1934
 OO0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0286+STABILITY: SURFACE MOTION
 OO0286
 OO0286  HISTORY     - Date     Condition        Report By
 OO0286  HISTORY     - 1934     MONUMENTED       CGS
 OO0286  HISTORY     - 1969     MARK NOT FOUND   USGS
 OO0286  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 OO0286
 OO0286                          STATION DESCRIPTION
 OO0286
 OO0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0286'IN RUDD.
 OO0286'AT RUDD, FLOYD COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0286'RAILROAD, 125 YARDS WEST OF THE STATION, 66 FEET SOUTHEAST OF A STREET
 OO0286'CROSSING, 43 FEET SOUTHEAST OF A SWITCH LOCATED AT THE WEST END OF A
 OO0286'SIDETRACK, AND 27 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK,
 OO0286'STAMPED F 36 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OO0286'INCHES ABOVE GROUND.
 OO0286
 OO0286                          STATION RECOVERY (1969)
 OO0286
 OO0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OO0286'MARK NOT FOUND.
 OO0286
 OO0286                          STATION RECOVERY (1975)
 OO0286
 OO0286'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 OO0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0229 ***********************************************************************
 OO0229  DESIGNATION -  F 37
 OO0229  PID         -  OO0229
 OO0229  STATE/COUNTY-  IA/CHICKASAW
 OO0229  USGS QUAD   -  WAUCOMA (1981)
 OO0229
 OO0229                         *CURRENT SURVEY CONTROL
 OO0229  ___________________________________________________________________
 OO0229* NAD 83(1986)-  43 04 40.     (N)    092 07 27.     (W)     SCALED    
 OO0229* NAVD 88     -       340.238  (meters)    1116.26   (feet)  ADJUSTED  
 OO0229  ___________________________________________________________________
 OO0229  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 OO0229  DYNAMIC HT  -         340.146 (meters)    1115.96  (feet)  COMP
 OO0229  MODELED GRAV-     980,340.5   (mgal)                       NAVD 88
 OO0229
 OO0229  VERT ORDER  -  SECOND    CLASS 0
 OO0229
 OO0229.The horizontal coordinates were scaled from a topographic map and have
 OO0229.an estimated accuracy of +/- 6 seconds.
 OO0229
 OO0229.The orthometric height was determined by differential leveling
 OO0229.and adjusted by the National Geodetic Survey in June 1991..
 OO0229
 OO0229.The geoid height was determined by GEOID03.
 OO0229
 OO0229.The dynamic height is computed by dividing the NAVD 88
 OO0229.geopotential number by the normal gravity value computed on the
 OO0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0229.degrees latitude (g = 980.6199 gals.).
 OO0229
 OO0229.The modeled gravity was interpolated from observed gravity values.
 OO0229
 OO0229;                    North         East    Units  Estimated Accuracy
 OO0229;SPC IA N     - 1,176,170.    1,612,040.      MT  (+/- 180 meters Scaled)
 OO0229
 OO0229                          SUPERSEDED SURVEY CONTROL
 OO0229
 OO0229  NGVD 29 (??/??/92)  340.242  (m)         1116.28   (f) ADJ UNCH    2 0
 OO0229
 OO0229.Superseded values are not recommended for survey control.
 OO0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0229.See file dsdata.txt to determine how the superseded data were derived.
 OO0229
 OO0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH712698(NAD 83)
 OO0229_MARKER: DB = BENCH MARK DISK
 OO0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0229_STAMPING: F 37 1934
 OO0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0229+STABILITY: SURFACE MOTION
 OO0229
 OO0229  HISTORY     - Date     Condition        Report By
 OO0229  HISTORY     - 1934     MONUMENTED       CGS
 OO0229  HISTORY     - 1977     POOR             USGS
 OO0229  HISTORY     - 20000911 MARK NOT FOUND   AERSVC
 OO0229
 OO0229                          STATION DESCRIPTION
 OO0229
 OO0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0229'1.6 MI E FROM LAWLER.
 OO0229'1.6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0229'RAILROAD FROM THE STATION AT LAWLER, 47.2 FEET SOUTH OF THE SOUTH
 OO0229'RAIL, 52 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 24, AND 2.5
 OO0229'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 37
 OO0229'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 OO0229'GROUND.
 OO0229
 OO0229                          STATION RECOVERY (1977)
 OO0229
 OO0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OO0229'MARK RECOVERED IN POOR CONDITION.
 OO0229
 OO0229                          STATION RECOVERY (2000)
 OO0229
 OO0229'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (BS)
 OO0229'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0634 ***********************************************************************
 NJ0634  DESIGNATION -  F 38
 NJ0634  PID         -  NJ0634
 NJ0634  STATE/COUNTY-  IA/FAYETTE
 NJ0634  USGS QUAD   -  MAYNARD (1981)
 NJ0634
 NJ0634                         *CURRENT SURVEY CONTROL
 NJ0634  ___________________________________________________________________
 NJ0634* NAD 83(1986)-  42 46 08.     (N)    091 59 46.     (W)     SCALED    
 NJ0634* NAVD 88     -       332.861  (meters)    1092.06   (feet)  ADJUSTED  
 NJ0634  ___________________________________________________________________
 NJ0634  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 NJ0634  DYNAMIC HT  -         332.765 (meters)    1091.75  (feet)  COMP
 NJ0634  MODELED GRAV-     980,322.4   (mgal)                       NAVD 88
 NJ0634
 NJ0634  VERT ORDER  -  SECOND    CLASS 0
 NJ0634
 NJ0634.The horizontal coordinates were scaled from a topographic map and have
 NJ0634.an estimated accuracy of +/- 6 seconds.
 NJ0634
 NJ0634.The orthometric height was determined by differential leveling
 NJ0634.and adjusted by the National Geodetic Survey in June 1991..
 NJ0634
 NJ0634.The geoid height was determined by GEOID03.
 NJ0634
 NJ0634.The dynamic height is computed by dividing the NAVD 88
 NJ0634.geopotential number by the normal gravity value computed on the
 NJ0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0634.degrees latitude (g = 980.6199 gals.).
 NJ0634
 NJ0634.The modeled gravity was interpolated from observed gravity values.
 NJ0634
 NJ0634;                    North         East    Units  Estimated Accuracy
 NJ0634;SPC IA N     - 1,142,040.    1,623,070.      MT  (+/- 180 meters Scaled)
 NJ0634
 NJ0634                          SUPERSEDED SURVEY CONTROL
 NJ0634
 NJ0634  NGVD 29 (??/??/92)  332.876  (m)         1092.11   (f) ADJ UNCH    2 0
 NJ0634
 NJ0634.Superseded values are not recommended for survey control.
 NJ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0634.See file dsdata.txt to determine how the superseded data were derived.
 NJ0634
 NJ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH821356(NAD 83)
 NJ0634_MARKER: DB = BENCH MARK DISK
 NJ0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0634_STAMPING: F 38 1934
 NJ0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0634+STABILITY: SURFACE MOTION
 NJ0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0634+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 NJ0634
 NJ0634  HISTORY     - Date     Condition        Report By
 NJ0634  HISTORY     - 1934     MONUMENTED       CGS
 NJ0634  HISTORY     - 20021031 GOOD             JCLS
 NJ0634
 NJ0634                          STATION DESCRIPTION
 NJ0634
 NJ0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0634'0.2 MI NW FROM WESTGATE.
 NJ0634'0.2 MILE NORTHWEST ALONG THE CHICAGO, GREAT WESTERN RAILROAD
 NJ0634'FROM THE STATION AT WESTGATE, FAYETTE COUNTY, 77 FEET SOUTH
 NJ0634'OF THE NORTHWEST CORNER OF THE SPAHN AND ROSE LUMBER CO. SHED,
 NJ0634'AT A ROAD CROSSING, 57 FEET SOUTH OF THE CENTERLINE OF THE
 NJ0634'ROAD, 36.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 NJ0634'TRACK, 33 FEET SOUTHWEST OF THE FIRST POLE SOUTH OF THE ROAD
 NJ0634'CROSSING, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 NJ0634'STAMPED F 38 1934 AND SET IN THE TOP OF A CONCRETE POST
 NJ0634'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 NJ0634
 NJ0634                          STATION RECOVERY (2002)
 NJ0634
 NJ0634'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 NJ0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0168 ***********************************************************************
 NK0168  DESIGNATION -  F 39
 NK0168  PID         -  NK0168
 NK0168  STATE/COUNTY-  IA/BREMER
 NK0168  USGS QUAD   -  SHELL ROCK (1971)
 NK0168
 NK0168                         *CURRENT SURVEY CONTROL
 NK0168  ___________________________________________________________________
 NK0168* NAD 83(1986)-  42 38 32.     (N)    092 30 14.     (W)     SCALED    
 NK0168* NAVD 88     -       268.780  (meters)     881.82   (feet)  ADJUSTED  
 NK0168  ___________________________________________________________________
 NK0168  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 NK0168  DYNAMIC HT  -         268.692 (meters)     881.53  (feet)  COMP
 NK0168  MODELED GRAV-     980,286.3   (mgal)                       NAVD 88
 NK0168
 NK0168  VERT ORDER  -  SECOND    CLASS 0
 NK0168
 NK0168.The horizontal coordinates were scaled from a topographic map and have
 NK0168.an estimated accuracy of +/- 6 seconds.
 NK0168
 NK0168.The orthometric height was determined by differential leveling
 NK0168.and adjusted by the National Geodetic Survey in June 1991..
 NK0168
 NK0168.The geoid height was determined by GEOID03.
 NK0168
 NK0168.The dynamic height is computed by dividing the NAVD 88
 NK0168.geopotential number by the normal gravity value computed on the
 NK0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0168.degrees latitude (g = 980.6199 gals.).
 NK0168
 NK0168.The modeled gravity was interpolated from observed gravity values.
 NK0168
 NK0168;                    North         East    Units  Estimated Accuracy
 NK0168;SPC IA N     - 1,127,360.    1,581,690.      MT  (+/- 180 meters Scaled)
 NK0168
 NK0168                          SUPERSEDED SURVEY CONTROL
 NK0168
 NK0168  NGVD 29 (??/??/92)  268.790  (m)          881.86   (f) ADJ UNCH    2 0
 NK0168
 NK0168.Superseded values are not recommended for survey control.
 NK0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0168.See file dsdata.txt to determine how the superseded data were derived.
 NK0168
 NK0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH406212(NAD 83)
 NK0168_MARKER: DB = BENCH MARK DISK
 NK0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0168_STAMPING: F 39 1934
 NK0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0168+STABILITY: SURFACE MOTION
 NK0168
 NK0168  HISTORY     - Date     Condition        Report By
 NK0168  HISTORY     - 1934     MONUMENTED       CGS
 NK0168
 NK0168                          STATION DESCRIPTION
 NK0168
 NK0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0168'9.1 MI NW FROM CEDAR FALLS.
 NK0168'IN BREMER COUNTY, ABOUT 9.1 MILES NORTHWEST ALONG THE CHICAGO,
 NK0168'ROCK ISLAND AND PACIFIC RAILWAY FROM THE STATION AT CEDAR FALLS,
 NK0168'BLACK HAWK COUNTY, 75 FEET WEST OF A ROAD CROSSING, 45 FEET
 NK0168'SOUTHWEST OF THE SOUTHWEST RAIL, 15 FEET NORTHWEST OF A FENCE
 NK0168'CORNER, AND 2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 NK0168'STANDARD DISK, STAMPED F 39 1934 AND SET IN THE TOP OF A CONCRETE
 NK0168'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0358 ***********************************************************************
 MH0358  DESIGNATION -  F 4
 MH0358  PID         -  MH0358
 MH0358  STATE/COUNTY-  IA/POLK
 MH0358  USGS QUAD   -  COMMERCE (1976)
 MH0358
 MH0358                         *CURRENT SURVEY CONTROL
 MH0358  ___________________________________________________________________
 MH0358* NAD 83(1986)-  41 34 23.     (N)    093 45 30.     (W)     SCALED    
 MH0358* NAVD 88     -       269.770  (meters)     885.07   (feet)  ADJUSTED  
 MH0358  ___________________________________________________________________
 MH0358  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 MH0358  DYNAMIC HT  -         269.653 (meters)     884.69  (feet)  COMP
 MH0358  MODELED GRAV-     980,184.3   (mgal)                       NAVD 88
 MH0358
 MH0358  VERT ORDER  -  FIRST     CLASS II
 MH0358
 MH0358.The horizontal coordinates were scaled from a topographic map and have
 MH0358.an estimated accuracy of +/- 6 seconds.
 MH0358
 MH0358.The orthometric height was determined by differential leveling
 MH0358.and adjusted by the National Geodetic Survey in June 1991..
 MH0358
 MH0358.The geoid height was determined by GEOID03.
 MH0358
 MH0358.The dynamic height is computed by dividing the NAVD 88
 MH0358.geopotential number by the normal gravity value computed on the
 MH0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0358.degrees latitude (g = 980.6199 gals.).
 MH0358
 MH0358.The modeled gravity was interpolated from observed gravity values.
 MH0358
 MH0358;                    North         East    Units  Estimated Accuracy
 MH0358;SPC IA S     -   174,720.      478,460.      MT  (+/- 180 meters Scaled)
 MH0358
 MH0358                          SUPERSEDED SURVEY CONTROL
 MH0358
 MH0358  NGVD 29 (??/??/92)  269.719  (m)          884.90   (f) ADJ UNCH    1 2
 MH0358
 MH0358.Superseded values are not recommended for survey control.
 MH0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0358.See file dsdata.txt to determine how the superseded data were derived.
 MH0358
 MH0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG367026(NAD 83)
 MH0358_MARKER: DB = BENCH MARK DISK
 MH0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0358_STAMPING: 884.903 F 4 1930
 MH0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0358+STABILITY: SURFACE MOTION
 MH0358
 MH0358  HISTORY     - Date     Condition        Report By
 MH0358  HISTORY     - 1930     MONUMENTED       CGS
 MH0358  HISTORY     - 1950     GOOD             NGS
 MH0358  HISTORY     - 20060918 MARK NOT FOUND   INDIV
 MH0358
 MH0358                          STATION DESCRIPTION
 MH0358
 MH0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0358'2.2 MI W FROM DES MOINES.
 MH0358'2.2 MILES WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILWAY FROM
 MH0358'THE STATION AT WEST DES MOINES (FORMERLY VALLEY JUNCTION), 545
 MH0358'FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 29.4 FEET
 MH0358'SOUTH OF THE SOUTH RAIL OF THE TRACK, 50 FEET NORTH OF THE RIGHT
 MH0358'OF WAY FENCE, 1.9 FEET EAST OF A WITNESS POST, AND SET IN THE
 MH0358'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MH0358
 MH0358                          STATION RECOVERY (2006)
 MH0358
 MH0358'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BLY)
 MH0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0267 ***********************************************************************
 OO0267  DESIGNATION -  F 40
 OO0267  PID         -  OO0267
 OO0267  STATE/COUNTY-  IA/MITCHELL
 OO0267  USGS QUAD   -  OSAGE (1972)
 OO0267
 OO0267                         *CURRENT SURVEY CONTROL
 OO0267  ___________________________________________________________________
 OO0267* NAD 83(1986)-  43 15 04.     (N)    092 47 28.     (W)     SCALED    
 OO0267* NAVD 88     -       350.517  (meters)    1149.99   (feet)  ADJUSTED  
 OO0267  ___________________________________________________________________
 OO0267  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 OO0267  DYNAMIC HT  -         350.415 (meters)    1149.65  (feet)  COMP
 OO0267  MODELED GRAV-     980,321.4   (mgal)                       NAVD 88
 OO0267
 OO0267  VERT ORDER  -  SECOND    CLASS 0
 OO0267
 OO0267.The horizontal coordinates were scaled from a topographic map and have
 OO0267.an estimated accuracy of +/- 6 seconds.
 OO0267
 OO0267.The orthometric height was determined by differential leveling
 OO0267.and adjusted by the National Geodetic Survey in June 1991..
 OO0267
 OO0267.The geoid height was determined by GEOID03.
 OO0267
 OO0267.The dynamic height is computed by dividing the NAVD 88
 OO0267.geopotential number by the normal gravity value computed on the
 OO0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0267.degrees latitude (g = 980.6199 gals.).
 OO0267
 OO0267.The modeled gravity was interpolated from observed gravity values.
 OO0267
 OO0267;                    North         East    Units  Estimated Accuracy
 OO0267;SPC IA N     - 1,194,760.    1,557,570.      MT  (+/- 180 meters Scaled)
 OO0267
 OO0267                          SUPERSEDED SURVEY CONTROL
 OO0267
 OO0267  NGVD 29 (??/??/92)  350.505  (m)         1149.95   (f) ADJ UNCH    2 0
 OO0267
 OO0267.Superseded values are not recommended for survey control.
 OO0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0267.See file dsdata.txt to determine how the superseded data were derived.
 OO0267
 OO0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH169887(NAD 83)
 OO0267_MARKER: DB = BENCH MARK DISK
 OO0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0267_STAMPING: F 40 1934
 OO0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0267+STABILITY: SURFACE MOTION
 OO0267
 OO0267  HISTORY     - Date     Condition        Report By
 OO0267  HISTORY     - 1934     MONUMENTED       CGS
 OO0267
 OO0267                          STATION DESCRIPTION
 OO0267
 OO0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0267'2 MI NW FROM ORCHARD.
 OO0267'2 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 OO0267'AT ORCHARD, MITCHELL COUNTY, 40 YARDS EAST OF A SECTION ROAD CROSSING,
 OO0267'45 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 2.1 FEET SOUTHWEST OF A
 OO0267'RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED F 40 1934 AND SET IN THE
 OO0267'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0457 ***********************************************************************
 ON0457  DESIGNATION -  F 42
 ON0457  PID         -  ON0457
 ON0457  STATE/COUNTY-  IA/WINNESHIEK
 ON0457  USGS QUAD   -  FORT ATKINSON (1981)
 ON0457
 ON0457                         *CURRENT SURVEY CONTROL
 ON0457  ___________________________________________________________________
 ON0457* NAD 83(1986)-  43 14 24.     (N)    091 55 36.     (W)     SCALED    
 ON0457* NAVD 88     -       372.472  (meters)    1222.02   (feet)  ADJUSTED  
 ON0457  ___________________________________________________________________
 ON0457  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 ON0457  DYNAMIC HT  -         372.384 (meters)    1221.73  (feet)  COMP
 ON0457  MODELED GRAV-     980,372.5   (mgal)                       NAVD 88
 ON0457
 ON0457  VERT ORDER  -  SECOND    CLASS 0
 ON0457
 ON0457.The horizontal coordinates were scaled from a topographic map and have
 ON0457.an estimated accuracy of +/- 6 seconds.
 ON0457
 ON0457.The orthometric height was determined by differential leveling
 ON0457.and adjusted by the National Geodetic Survey in June 1991..
 ON0457
 ON0457.The geoid height was determined by GEOID03.
 ON0457
 ON0457.The dynamic height is computed by dividing the NAVD 88
 ON0457.geopotential number by the normal gravity value computed on the
 ON0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0457.degrees latitude (g = 980.6199 gals.).
 ON0457
 ON0457.The modeled gravity was interpolated from observed gravity values.
 ON0457
 ON0457;                    North         East    Units  Estimated Accuracy
 ON0457;SPC IA N     - 1,194,470.    1,627,780.      MT  (+/- 180 meters Scaled)
 ON0457
 ON0457                          SUPERSEDED SURVEY CONTROL
 ON0457
 ON0457  NGVD 29 (??/??/92)  372.488  (m)         1222.07   (f) ADJ UNCH    2 0
 ON0457
 ON0457.Superseded values are not recommended for survey control.
 ON0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0457.See file dsdata.txt to determine how the superseded data were derived.
 ON0457
 ON0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH871880(NAD 83)
 ON0457_MARKER: DB = BENCH MARK DISK
 ON0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0457_STAMPING: F 42 1934
 ON0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0457+STABILITY: SURFACE MOTION
 ON0457
 ON0457  HISTORY     - Date     Condition        Report By
 ON0457  HISTORY     - 1934     MONUMENTED       CGS
 ON0457  HISTORY     - 20000925 MARK NOT FOUND   AERSVC
 ON0457
 ON0457                          STATION DESCRIPTION
 ON0457
 ON0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0457'2.4 MI NW FROM CONOVER.
 ON0457'2.4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 ON0457'AND PACIFIC RAILROAD FROM THE STATION AT CONOVER, WINNESHIEK COUNTY,
 ON0457'8 POLES NORTHWEST OF MILEPOST 5, 31 FEET NORTHWEST OF THE CENTER
 ON0457'OF A ROAD CROSSING, 42.8 FEET NORTHEAST OF THE NORTHEAST RAIL,
 ON0457'AND 2.6 FEET WEST OF A CORNER FENCE POST.  A STANDARD DISK,
 ON0457'STAMPED F 42 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ON0457'ABOUT 3 INCHES ABOVE GROUND.
 ON0457
 ON0457                          STATION RECOVERY (2000)
 ON0457
 ON0457'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 ON0457'MONUMENT NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0111 ***********************************************************************
 MH0111  DESIGNATION -  F 5
 MH0111  PID         -  MH0111
 MH0111  STATE/COUNTY-  IA/MARION
 MH0111  USGS QUAD   -  PELLA (1980)
 MH0111
 MH0111                         *CURRENT SURVEY CONTROL
 MH0111  ___________________________________________________________________
 MH0111* NAD 83(1986)-  41 25 40.     (N)    092 58 55.     (W)     SCALED    
 MH0111* NAVD 88     -       267.480  (meters)     877.56   (feet)  ADJUSTED  
 MH0111  ___________________________________________________________________
 MH0111  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 MH0111  DYNAMIC HT  -         267.365 (meters)     877.18  (feet)  COMP
 MH0111  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 MH0111
 MH0111  VERT ORDER  -  FIRST     CLASS II
 MH0111
 MH0111.The horizontal coordinates were scaled from a topographic map and have
 MH0111.an estimated accuracy of +/- 6 seconds.
 MH0111
 MH0111.The orthometric height was determined by differential leveling
 MH0111.and adjusted by the National Geodetic Survey in June 1991..
 MH0111
 MH0111.The geoid height was determined by GEOID03.
 MH0111
 MH0111.The dynamic height is computed by dividing the NAVD 88
 MH0111.geopotential number by the normal gravity value computed on the
 MH0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0111.degrees latitude (g = 980.6199 gals.).
 MH0111
 MH0111.The modeled gravity was interpolated from observed gravity values.
 MH0111
 MH0111;                    North         East    Units  Estimated Accuracy
 MH0111;SPC IA S     -   158,680.      543,300.      MT  (+/- 180 meters Scaled)
 MH0111
 MH0111                          SUPERSEDED SURVEY CONTROL
 MH0111
 MH0111  NGVD 29 (??/??/92)  267.448  (m)          877.45   (f) ADJ UNCH    1 2
 MH0111
 MH0111.Superseded values are not recommended for survey control.
 MH0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0111.See file dsdata.txt to determine how the superseded data were derived.
 MH0111
 MH0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF015862(NAD 83)
 MH0111_MARKER: DB = BENCH MARK DISK
 MH0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0111_STAMPING: 877.452 F 5 1930
 MH0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0111+STABILITY: SURFACE MOTION
 MH0111
 MH0111  HISTORY     - Date     Condition        Report By
 MH0111  HISTORY     - 1930     MONUMENTED       CGS
 MH0111  HISTORY     - 1943     GOOD             NGS
 MH0111  HISTORY     - 1975     MARK NOT FOUND   NGS
 MH0111
 MH0111                          STATION DESCRIPTION
 MH0111
 MH0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MH0111'3 MI NW FROM PELLA.
 MH0111'3.0 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0111'RAILWAY FROM PELLA, MARION COUNTY, 0.2 MILE SOUTHEAST OF THE
 MH0111'CROSSING OF STATE HIGHWAY 163, 46 FEET SOUTHWEST OF A FARM ROAD
 MH0111'CROSSING NEAR POWERLINE TOWER 167, 48 FEET WEST OF A POLE, AND 46
 MH0111'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 MH0111'STAMPED 877.452 F 5 1930 AND SET IN THE TOP OF A CONCRETE POST.
 MH0111
 MH0111                          STATION RECOVERY (1975)
 MH0111
 MH0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MH0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9189 ***********************************************************************
 AE9189  DESIGNATION -  F 550.3
 AE9189  PID         -  AE9189
 AE9189  STATE/COUNTY-  IA/JOHNSON
 AE9189  USGS QUAD   -  SWISHER (1994)
 AE9189
 AE9189                         *CURRENT SURVEY CONTROL
 AE9189  ___________________________________________________________________
 AE9189* NAD 83(1986)-  41 47 48.     (N)    091 38 34.     (W)     SCALED    
 AE9189* NAVD 88     -       217.899  (meters)     714.89   (feet)  ADJUSTED  
 AE9189  ___________________________________________________________________
 AE9189  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 AE9189  DYNAMIC HT  -         217.816 (meters)     714.62  (feet)  COMP
 AE9189  MODELED GRAV-     980,234.3   (mgal)                       NAVD 88
 AE9189
 AE9189  VERT ORDER  -  SECOND    CLASS I
 AE9189
 AE9189.The horizontal coordinates were scaled from a topographic map and have
 AE9189.an estimated accuracy of +/- 6 seconds.
 AE9189
 AE9189.The orthometric height was determined by differential leveling
 AE9189.and adjusted by the National Geodetic Survey in July 2002..
 AE9189
 AE9189.The geoid height was determined by GEOID03.
 AE9189
 AE9189.The dynamic height is computed by dividing the NAVD 88
 AE9189.geopotential number by the normal gravity value computed on the
 AE9189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9189.degrees latitude (g = 980.6199 gals.).
 AE9189
 AE9189.The modeled gravity was interpolated from observed gravity values.
 AE9189
 AE9189;                    North         East    Units  Estimated Accuracy
 AE9189;SPC IA S     -   201,170.      654,350.      MT  (+/- 180 meters Scaled)
 AE9189
 AE9189                          SUPERSEDED SURVEY CONTROL
 AE9189
 AE9189.No superseded survey control is available for this station.
 AE9189
 AE9189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG127280(NAD 83)
 AE9189_MARKER: DB = BENCH MARK DISK
 AE9189_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE9189_STAMPING: CV F-550.3 1980
 AE9189_MARK LOGO: USE   
 AE9189_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9189+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1998
 AE9189
 AE9189  HISTORY     - Date     Condition        Report By
 AE9189  HISTORY     - 1980     MONUMENTED       USE
 AE9189  HISTORY     - 19980108 GOOD             NGS
 AE9189
 AE9189                          STATION DESCRIPTION
 AE9189
 AE9189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9189'1.3 KM (0.80 MI) NORTHWESTERLY ALONG NORTH DUBUQUE STREET FROM THE
 AE9189'POST OFFICE IN NORTH LIBERTY, THENCE 5.3 KM (3.30 MI) NORTHERLY ALONG
 AE9189'STATE HIGHWAY 965, 39.2 M (128.6 FT) SOUTHEAST OF A UTILITY POLE, 31.2
 AE9189'M (102.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 17.3 M (56.8 FT)
 AE9189'NORTHEAST OF THE NORTHWEST END OF A CULVERT UNDER CURTIS BRIDGE ROAD,
 AE9189'13.9 M (45.6 FT) NORTHWEST OF THE ROAD CENTER, 1.0 M (3.3 FT) BELOW
 AE9189'THE LEVEL OF THE HIGHWAY, AND 0.1 M (0.3 FT) NORTH OF A WITNESS POST.
 AE9189'NOTE--THE DISK IS ENCASED IN A METAL PIPE AND IS FLUSH WITH THE GROUND
 AE9189'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0039 ***********************************************************************
 LE0039  DESIGNATION -  F 7
 LE0039  PID         -  LE0039
 LE0039  STATE/COUNTY-  IA/DAVIS
 LE0039  USGS QUAD   -  BLOOMFIELD NORTH (1980)
 LE0039
 LE0039                         *CURRENT SURVEY CONTROL
 LE0039  ___________________________________________________________________
 LE0039* NAD 83(1986)-  40 51 46.     (N)    092 25 15.     (W)     SCALED    
 LE0039* NAVD 88     -       218.789  (meters)     717.81   (feet)  ADJUSTED  
 LE0039  ___________________________________________________________________
 LE0039  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LE0039  DYNAMIC HT  -         218.684 (meters)     717.47  (feet)  COMP
 LE0039  MODELED GRAV-     980,141.5   (mgal)                       NAVD 88
 LE0039
 LE0039  VERT ORDER  -  FIRST     CLASS II
 LE0039
 LE0039.The horizontal coordinates were scaled from a topographic map and have
 LE0039.an estimated accuracy of +/- 6 seconds.
 LE0039
 LE0039.The orthometric height was determined by differential leveling
 LE0039.and adjusted by the National Geodetic Survey in June 1991..
 LE0039
 LE0039.The geoid height was determined by GEOID03.
 LE0039
 LE0039.The dynamic height is computed by dividing the NAVD 88
 LE0039.geopotential number by the normal gravity value computed on the
 LE0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0039.degrees latitude (g = 980.6199 gals.).
 LE0039
 LE0039.The modeled gravity was interpolated from observed gravity values.
 LE0039
 LE0039;                    North         East    Units  Estimated Accuracy
 LE0039;SPC IA S     -    96,370.      590,980.      MT  (+/- 180 meters Scaled)
 LE0039
 LE0039                          SUPERSEDED SURVEY CONTROL
 LE0039
 LE0039  NGVD 29 (??/??/92)  218.774  (m)          717.76   (f) ADJ UNCH    1 2
 LE0039
 LE0039.Superseded values are not recommended for survey control.
 LE0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0039.See file dsdata.txt to determine how the superseded data were derived.
 LE0039
 LE0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF488236(NAD 83)
 LE0039_MARKER: DB = BENCH MARK DISK
 LE0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0039_STAMPING: 717.725 F 7 1930
 LE0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0039+STABILITY: SURFACE MOTION
 LE0039
 LE0039  HISTORY     - Date     Condition        Report By
 LE0039  HISTORY     - 1930     MONUMENTED       CGS
 LE0039  HISTORY     - 1943     GOOD             NGS
 LE0039
 LE0039                          STATION DESCRIPTION
 LE0039
 LE0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0039'3.5 MI N FROM BELKNAP.
 LE0039'3.5 MILES NORTH ALONG THE WABASH RAILWAY FROM BELKNAP, DAVIS
 LE0039'COUNTY, 0.3 MILE SOUTHEAST OF MILEPOST 267, NEAR BRIDGE
 LE0039'2178 C, AT A PRIVATE-ROAD CROSSING, 40 FEET SOUTHWEST OF THE
 LE0039'CENTERLINE OF THE ROAD, 32 FEET EAST OF THE CENTERLINE OF THE
 LE0039'TRACK, AND 5 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED
 LE0039'717.725 F 7 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0327 ***********************************************************************
 MG0327  DESIGNATION -  F 70
 MG0327  PID         -  MG0327
 MG0327  STATE/COUNTY-  IA/SCOTT
 MG0327  USGS QUAD   -  DAVENPORT EAST (1993)
 MG0327
 MG0327                         *CURRENT SURVEY CONTROL
 MG0327  ___________________________________________________________________
 MG0327* NAD 83(1986)-  41 36 45.     (N)    090 33 59.     (W)     SCALED    
 MG0327* NAVD 88     -       225.858  (meters)     741.00   (feet)  ADJUSTED  
 MG0327  ___________________________________________________________________
 MG0327  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0327  DYNAMIC HT  -         225.771 (meters)     740.72  (feet)  COMP
 MG0327  MODELED GRAV-     980,231.7   (mgal)                       NAVD 88
 MG0327
 MG0327  VERT ORDER  -  SECOND    CLASS 0
 MG0327
 MG0327.The horizontal coordinates were scaled from a topographic map and have
 MG0327.an estimated accuracy of +/- 6 seconds.
 MG0327
 MG0327.The orthometric height was determined by differential leveling
 MG0327.and adjusted by the National Geodetic Survey in June 1991..
 MG0327
 MG0327.The geoid height was determined by GEOID03.
 MG0327
 MG0327.The dynamic height is computed by dividing the NAVD 88
 MG0327.geopotential number by the normal gravity value computed on the
 MG0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0327.degrees latitude (g = 980.6199 gals.).
 MG0327
 MG0327.The modeled gravity was interpolated from observed gravity values.
 MG0327
 MG0327;                    North         East    Units  Estimated Accuracy
 MG0327;SPC IA S     -   183,190.      744,470.      MT  (+/- 180 meters Scaled)
 MG0327
 MG0327                          SUPERSEDED SURVEY CONTROL
 MG0327
 MG0327  NGVD 29 (??/??/92)  225.906  (m)          741.16   (f) ADJ UNCH    2 0
 MG0327
 MG0327.Superseded values are not recommended for survey control.
 MG0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0327.See file dsdata.txt to determine how the superseded data were derived.
 MG0327
 MG0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG027096(NAD 83)
 MG0327_MARKER: DB = BENCH MARK DISK
 MG0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0327_STAMPING: F 70 1934
 MG0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0327+STABILITY: SURFACE MOTION
 MG0327
 MG0327  HISTORY     - Date     Condition        Report By
 MG0327  HISTORY     - 1934     MONUMENTED       CGS
 MG0327  HISTORY     - 1976     GOOD             NGS
 MG0327  HISTORY     - 19961118 MARK NOT FOUND   USPSQD
 MG0327
 MG0327                          STATION DESCRIPTION
 MG0327
 MG0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0327'AT MT JOY.
 MG0327'AT MT. JOY, SCOTT COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0327'AND PACIFIC RAILROAD, 19 POLES NORTHWEST OF MILEPOST 6, 155
 MG0327'FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF U.S. HIGHWAY
 MG0327'61, 65 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN ELEVATOR,
 MG0327'25 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, IN LINE
 MG0327'WITH A ROW OF POLES, AND LEVEL WITH THE TRACK.  A STANDARD
 MG0327'DISK, STAMPED F 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MG0327
 MG0327                          STATION RECOVERY (1976)
 MG0327
 MG0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MG0327'RECOVERED IN GOOD CONDITION.
 MG0327
 MG0327                          STATION RECOVERY (1996)
 MG0327
 MG0327'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0919 ***********************************************************************
 MG0919  DESIGNATION -  F 70 RESET
 MG0919  PID         -  MG0919
 MG0919  STATE/COUNTY-  IA/SCOTT
 MG0919  USGS QUAD   -  DAVENPORT EAST (1993)
 MG0919
 MG0919                         *CURRENT SURVEY CONTROL
 MG0919  ___________________________________________________________________
 MG0919* NAD 83(1986)-  41 36 45.     (N)    090 33 59.     (W)     SCALED    
 MG0919* NAVD 88     -       226.32   (meters)     742.5    (feet)  RESET     
 MG0919  ___________________________________________________________________
 MG0919  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0919
 MG0919  VERT ORDER  -  THIRD
 MG0919
 MG0919.The horizontal coordinates were scaled from a topographic map and have
 MG0919.an estimated accuracy of +/- 6 seconds.
 MG0919
 MG0919.The orthometric height was computed from unverified reset data.
 MG0919
 MG0919.The geoid height was determined by GEOID03.
 MG0919
 MG0919;                    North         East    Units  Estimated Accuracy
 MG0919;SPC IA S     -   183,190.      744,470.      MT  (+/- 180 meters Scaled)
 MG0919
 MG0919                          SUPERSEDED SURVEY CONTROL
 MG0919
 MG0919  NGVD 29 (05/12/04)  226.37   (m)          742.7    (f) RESET       3  
 MG0919
 MG0919.Superseded values are not recommended for survey control.
 MG0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0919.See file dsdata.txt to determine how the superseded data were derived.
 MG0919
 MG0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG027096(NAD 83)
 MG0919_MARKER: DB = BENCH MARK DISK
 MG0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0919_SP_SET: CONCRETE POST
 MG0919_STAMPING: F 70 RESET 1980
 MG0919_MARK LOGO: NGS   
 MG0919_PROJECTION: FLUSH
 MG0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0919+STABILITY: SURFACE MOTION
 MG0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0919+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2001
 MG0919
 MG0919  HISTORY     - Date     Condition        Report By
 MG0919  HISTORY     - 1980     MONUMENTED       NGS
 MG0919  HISTORY     - 19961118 MARK NOT FOUND   USPSQD
 MG0919  HISTORY     - 20010502 GOOD             INDIV
 MG0919
 MG0919                          STATION DESCRIPTION
 MG0919
 MG0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MG0919'IN MT JOY.
 MG0919'MT JOY, 66.6 M (218.5 FT) SOUTH OF CENTERLINE OF US HIGHWAY 61 AND THE
 MG0919'RAILROAD CROSSING IN MT JOY, 6.4 M (21.0 FT) SOUTHWEST OF SOUTH RAIL
 MG0919'OF THE RAILROAD TRACKS, 0.6 M (2.0 FT) NORTHEAST OF THE SOUTHEAST
 MG0919'CORNER OF A CONCRETE BLOCK AND CORRUGATED METAL BUILDING.
 MG0919'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 MG0919'THE MARK IS ABOVE LEVEL WITH RAILROAD TRACKS.
 MG0919
 MG0919                          STATION RECOVERY (1996)
 MG0919
 MG0919'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0919'MARK NOT FOUND.
 MG0919
 MG0919                          STATION RECOVERY (2001)
 MG0919
 MG0919'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CJD)
 MG0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0229 ***********************************************************************
 NJ0229  DESIGNATION -  F 71
 NJ0229  PID         -  NJ0229
 NJ0229  STATE/COUNTY-  IA/JONES
 NJ0229  USGS QUAD   -  WYOMING EAST (1980)
 NJ0229
 NJ0229                         *CURRENT SURVEY CONTROL
 NJ0229  ___________________________________________________________________
 NJ0229* NAD 83(1986)-  42 00 24.     (N)    090 58 33.     (W)     SCALED    
 NJ0229* NAVD 88     -       232.642  (meters)     763.26   (feet)  ADJUSTED  
 NJ0229  ___________________________________________________________________
 NJ0229  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 NJ0229  DYNAMIC HT  -         232.561 (meters)     762.99  (feet)  COMP
 NJ0229  MODELED GRAV-     980,265.9   (mgal)                       NAVD 88
 NJ0229
 NJ0229  VERT ORDER  -  SECOND    CLASS 0
 NJ0229
 NJ0229.The horizontal coordinates were scaled from a topographic map and have
 NJ0229.an estimated accuracy of +/- 6 seconds.
 NJ0229
 NJ0229.The orthometric height was determined by differential leveling
 NJ0229.and adjusted by the National Geodetic Survey in June 1991..
 NJ0229
 NJ0229.The geoid height was determined by GEOID03.
 NJ0229
 NJ0229.The dynamic height is computed by dividing the NAVD 88
 NJ0229.geopotential number by the normal gravity value computed on the
 NJ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0229.degrees latitude (g = 980.6199 gals.).
 NJ0229
 NJ0229.The modeled gravity was interpolated from observed gravity values.
 NJ0229
 NJ0229;                    North         East    Units  Estimated Accuracy
 NJ0229;SPC IA N     - 1,059,400.    1,709,080.      MT  (+/- 180 meters Scaled)
 NJ0229
 NJ0229                          SUPERSEDED SURVEY CONTROL
 NJ0229
 NJ0229  NGVD 29 (??/??/92)  232.677  (m)          763.37   (f) ADJ UNCH    2 0
 NJ0229
 NJ0229.Superseded values are not recommended for survey control.
 NJ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0229.See file dsdata.txt to determine how the superseded data were derived.
 NJ0229
 NJ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG676524(NAD 83)
 NJ0229_MARKER: DB = BENCH MARK DISK
 NJ0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0229_STAMPING: F 71 1934
 NJ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0229+STABILITY: SURFACE MOTION
 NJ0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0229+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2005
 NJ0229
 NJ0229  HISTORY     - Date     Condition        Report By
 NJ0229  HISTORY     - 1934     MONUMENTED       CGS
 NJ0229  HISTORY     - 19960830 MARK NOT FOUND   USPSQD
 NJ0229  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0229  HISTORY     - 20050404 GOOD             GEOCAC
 NJ0229
 NJ0229                          STATION DESCRIPTION
 NJ0229
 NJ0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0229'2.3 MI NW FROM OXFORD JUNCTION.
 NJ0229'2.3 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0229'PACIFIC RAILROAD FROM THE STATION AT OXFORD JUNCTION, JONES
 NJ0229'COUNTY, 50 YARDS SOUTHEAST OF MILEPOST 47, AT A PUBLIC ROAD
 NJ0229'CROSSING, 50 FEET NORTH OF THE CENTERLINE OF THE TRACKS, 29 FEET
 NJ0229'EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF A POINT 5 FEET
 NJ0229'NORTH OF A RIGHT-OF-WAY FENCE CORNER, AND 2 FEET LOWER THAN THE
 NJ0229'TRACK.  A STANDARD DISK, STAMPED F 71 1934 AND SET IN THE TOP
 NJ0229'OF A CONCRETE POST.
 NJ0229
 NJ0229                          STATION RECOVERY (1996)
 NJ0229
 NJ0229'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0229'MARK NOT FOUND.
 NJ0229
 NJ0229                          STATION RECOVERY (1998)
 NJ0229
 NJ0229'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0229'MARK NOT FOUND.
 NJ0229
 NJ0229                          STATION RECOVERY (2005)
 NJ0229
 NJ0229'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0229'RECOVERED IN GOOD CONDITION.  THE STAMPING IS SLIGHTLY MARRED LEAVING
 NJ0229'THE F AND THE CENTER MARK QUITE CLEAR, BUT THE 71 IS NOT READABLE.
 NJ0229' 
 NJ0229'FROM THE BANK BUILDING IN OXFORD JCT. AT THE CORNER OF BROADWAY AND
 NJ0229'1ST AVE N (HWY 136) GO NORTH 0.7 MILES TO CO. RD E-45 (HALE ROAD).
 NJ0229'TURN LEFT, GO WEST 0.75 MILES TO JONES COUNTY 50TH AVE. TURN RIGHT,
 NJ0229'FOLLOW 50TH AVENUE 1.0 MILES AS IT BENDS NORTHWEST, THEN BACK NORTH.
 NJ0229' 
 NJ0229' 
 NJ0229'MARK IS 100 FEET NORTH OF THE NORTHEAST CORNER OF THE WOODEN DECK
 NJ0229'COUNTY ROAD BRIDGE 32 FEET EAST OF THE CENTERLINE OF THE ROAD.  MARK
 NJ0229'IS 2 FEET WEST OF THE RIGHT OF WAY FENCE AND 2 FEET SOUTH OF A WITNESS
 NJ0229'POST.  CONCRETE POST PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 NJ0229' 
 NJ0229'HANDHELD COORDINATES -- 42 00 24.1 (N) 090 53 32.7 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0534 ***********************************************************************
 NJ0534  DESIGNATION -  F 72
 NJ0534  PID         -  NJ0534
 NJ0534  STATE/COUNTY-  IA/DELAWARE
 NJ0534  USGS QUAD   -  EARLVILLE (1973)
 NJ0534
 NJ0534                         *CURRENT SURVEY CONTROL
 NJ0534  ___________________________________________________________________
 NJ0534* NAD 83(1986)-  42 28 28.     (N)    091 20 57.     (W)     SCALED    
 NJ0534* NAVD 88     -       330.735  (meters)    1085.09   (feet)  ADJUSTED  
 NJ0534  ___________________________________________________________________
 NJ0534  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 NJ0534  DYNAMIC HT  -         330.641 (meters)    1084.78  (feet)  COMP
 NJ0534  MODELED GRAV-     980,325.7   (mgal)                       NAVD 88
 NJ0534
 NJ0534  VERT ORDER  -  SECOND    CLASS 0
 NJ0534
 NJ0534.The horizontal coordinates were scaled from a topographic map and have
 NJ0534.an estimated accuracy of +/- 6 seconds.
 NJ0534
 NJ0534.The orthometric height was determined by differential leveling
 NJ0534.and adjusted by the National Geodetic Survey in June 1991..
 NJ0534
 NJ0534.The geoid height was determined by GEOID03.
 NJ0534
 NJ0534.The dynamic height is computed by dividing the NAVD 88
 NJ0534.geopotential number by the normal gravity value computed on the
 NJ0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0534.degrees latitude (g = 980.6199 gals.).
 NJ0534
 NJ0534.The modeled gravity was interpolated from observed gravity values.
 NJ0534
 NJ0534;                    North         East    Units  Estimated Accuracy
 NJ0534;SPC IA N     - 1,110,490.    1,676,840.      MT  (+/- 180 meters Scaled)
 NJ0534
 NJ0534                          SUPERSEDED SURVEY CONTROL
 NJ0534
 NJ0534  NGVD 29 (??/??/92)  330.769  (m)         1085.20   (f) ADJ UNCH    2 0
 NJ0534
 NJ0534.Superseded values are not recommended for survey control.
 NJ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0534.See file dsdata.txt to determine how the superseded data were derived.
 NJ0534
 NJ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH357037(NAD 83)
 NJ0534_MARKER: DB = BENCH MARK DISK
 NJ0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0534_STAMPING: F 72 1934
 NJ0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0534+STABILITY: SURFACE MOTION
 NJ0534
 NJ0534  HISTORY     - Date     Condition        Report By
 NJ0534  HISTORY     - 1934     MONUMENTED       CGS
 NJ0534
 NJ0534                          STATION DESCRIPTION
 NJ0534
 NJ0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0534'AT DELAWARE.
 NJ0534'AT DELAWARE, DELAWARE COUNTY, 108 FEET NORTH OF THE CHICAGO,
 NJ0534'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 20 FEET EAST
 NJ0534'OF THE CENTERLINE OF THE TRACK, 3 FEET WEST OF A POLE, AND
 NJ0534'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED F 72
 NJ0534'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0563 ***********************************************************************
 NJ0563  DESIGNATION -  F 75
 NJ0563  PID         -  NJ0563
 NJ0563  STATE/COUNTY-  IA/BUCHANAN
 NJ0563  USGS QUAD   -  WALKER (1982)
 NJ0563
 NJ0563                         *CURRENT SURVEY CONTROL
 NJ0563  ___________________________________________________________________
 NJ0563* NAD 83(1986)-  42 22 15.     (N)    091 50 50.     (W)     SCALED    
 NJ0563* NAVD 88     -       297.338  (meters)     975.52   (feet)  ADJUSTED  
 NJ0563  ___________________________________________________________________
 NJ0563  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 NJ0563  DYNAMIC HT  -         297.250 (meters)     975.23  (feet)  COMP
 NJ0563  MODELED GRAV-     980,317.3   (mgal)                       NAVD 88
 NJ0563
 NJ0563  VERT ORDER  -  SECOND    CLASS 0
 NJ0563
 NJ0563.The horizontal coordinates were scaled from a topographic map and have
 NJ0563.an estimated accuracy of +/- 6 seconds.
 NJ0563
 NJ0563.The orthometric height was determined by differential leveling
 NJ0563.and adjusted by the National Geodetic Survey in June 1991..
 NJ0563
 NJ0563.The geoid height was determined by GEOID03.
 NJ0563
 NJ0563.The dynamic height is computed by dividing the NAVD 88
 NJ0563.geopotential number by the normal gravity value computed on the
 NJ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0563.degrees latitude (g = 980.6199 gals.).
 NJ0563
 NJ0563.The modeled gravity was interpolated from observed gravity values.
 NJ0563
 NJ0563;                    North         East    Units  Estimated Accuracy
 NJ0563;SPC IA N     - 1,098,060.    1,636,120.      MT  (+/- 180 meters Scaled)
 NJ0563
 NJ0563                          SUPERSEDED SURVEY CONTROL
 NJ0563
 NJ0563  NGVD 29 (??/??/92)  297.367  (m)          975.61   (f) ADJ UNCH    2 0
 NJ0563
 NJ0563.Superseded values are not recommended for survey control.
 NJ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0563.See file dsdata.txt to determine how the superseded data were derived.
 NJ0563
 NJ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG949915(NAD 83)
 NJ0563_MARKER: DB = BENCH MARK DISK
 NJ0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0563_SP_SET: FLAGPOLE BASE
 NJ0563_STAMPING: F 75 1934
 NJ0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0563
 NJ0563  HISTORY     - Date     Condition        Report By
 NJ0563  HISTORY     - 1934     MONUMENTED       CGS
 NJ0563  HISTORY     - 1982     GOOD             NGS
 NJ0563  HISTORY     - 1988     GOOD             USPSQD
 NJ0563  HISTORY     - 20050911 GOOD             GEOCAC
 NJ0563
 NJ0563                          STATION DESCRIPTION
 NJ0563
 NJ0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0563'AT ROWLEY.
 NJ0563'AT ROWLEY, BUCHANAN COUNTY, AT THE FRONT OF A SCHOOL, AT A FLAG
 NJ0563'POLE, AND IN THE TOP OF THE CENTER OF THE NORTH SIDE OF THE CONCRETE
 NJ0563'BASE.  A STANDARD DISK, STAMPED F 75 1934.
 NJ0563
 NJ0563                          STATION RECOVERY (1982)
 NJ0563
 NJ0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NJ0563'AT THE SCHOOL IN ROWLEY WHICH IS LOCATED AT THE NORTHWEST CORNER OF
 NJ0563'THE TOWN.
 NJ0563
 NJ0563                          STATION RECOVERY (1988)
 NJ0563
 NJ0563'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLM)
 NJ0563'RECOVERED IN GOOD CONDITION.
 NJ0563
 NJ0563                          STATION RECOVERY (2005)
 NJ0563
 NJ0563'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0563'ABOUT 40 FEET NORTH OF SOUTH ELEMENTARY SCHOOL BUILDING, ABOUT 10 FT
 NJ0563'EAST OF SIDEWALK, 6 INCHES NORTH OF FLAGPOLE, HANDHELD COORDINATES N
 NJ0563'42 22 15.4 W091 50 51.3, SKY LARGELY OBSCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0635 ***********************************************************************
 MG0635  DESIGNATION -  F 76
 MG0635  PID         -  MG0635
 MG0635  STATE/COUNTY-  IA/LINN
 MG0635  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0635
 MG0635                         *CURRENT SURVEY CONTROL
 MG0635  ___________________________________________________________________
 MG0635* NAD 83(1986)-  41 55 19.     (N)    091 37 52.     (W)     SCALED    
 MG0635* NAVD 88     -       243.089  (meters)     797.53   (feet)  ADJUSTED  
 MG0635  ___________________________________________________________________
 MG0635  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 MG0635  DYNAMIC HT  -         242.998 (meters)     797.24  (feet)  COMP
 MG0635  MODELED GRAV-     980,242.3   (mgal)                       NAVD 88
 MG0635
 MG0635  VERT ORDER  -  SECOND    CLASS 0
 MG0635
 MG0635.The horizontal coordinates were scaled from a topographic map and have
 MG0635.an estimated accuracy of +/- 6 seconds.
 MG0635
 MG0635.The orthometric height was determined by differential leveling
 MG0635.and adjusted by the National Geodetic Survey in June 1991..
 MG0635
 MG0635.The geoid height was determined by GEOID03.
 MG0635
 MG0635.The dynamic height is computed by dividing the NAVD 88
 MG0635.geopotential number by the normal gravity value computed on the
 MG0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0635.degrees latitude (g = 980.6199 gals.).
 MG0635
 MG0635.The modeled gravity was interpolated from observed gravity values.
 MG0635
 MG0635;                    North         East    Units  Estimated Accuracy
 MG0635;SPC IA N     - 1,048,580.    1,655,020.      MT  (+/- 180 meters Scaled)
 MG0635
 MG0635                          SUPERSEDED SURVEY CONTROL
 MG0635
 MG0635  NGVD 29 (??/??/92)  243.110  (m)          797.60   (f) ADJ UNCH    2 0
 MG0635
 MG0635.Superseded values are not recommended for survey control.
 MG0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0635.See file dsdata.txt to determine how the superseded data were derived.
 MG0635
 MG0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG135420(NAD 83)
 MG0635_MARKER: DB = BENCH MARK DISK
 MG0635_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MG0635_SP_SET: BRIDGE ABUTMENT
 MG0635_STAMPING: F 76 1934
 MG0635_MARK LOGO: CGS   
 MG0635_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0635+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 MG0635
 MG0635  HISTORY     - Date     Condition        Report By
 MG0635  HISTORY     - 1934     MONUMENTED       CGS
 MG0635  HISTORY     - 19980107 GOOD             NGS
 MG0635  HISTORY     - 20050530 GOOD             GEOCAC
 MG0635
 MG0635                          STATION DESCRIPTION
 MG0635
 MG0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0635'5.3 MI SE FROM CEDAR RAPIDS.
 MG0635'5.3 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0635'RAILWAY FROM THE STATION AT CEDAR RAPIDS, LINN COUNTY, 1 POLES
 MG0635'SOUTHEAST OF MILEPOST 93, AT A 6-FOOT SQUARE STONE BOX CULVERT
 MG0635'AND CATTLE PASS, IN THE TOP OF THE NORTHEAST CORNER OF THE
 MG0635'SOUTHEAST STONE WING WALL, 16 FEET NORTHEAST OF THE CENTERLINE
 MG0635'OF THE TRACK, AND 4 1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 MG0635'DISK, STAMPED F 76 1934.
 MG0635
 MG0635                          STATION RECOVERY (1998)
 MG0635
 MG0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0635'0.2 KM (0.10 MI) WESTERLY ALONG DOWS STREET FROM THE POST OFFICE IN
 MG0635'ELY, THENCE 6.8 KM (4.20 MI) NORTHERLY ALONG STATE STREET AND THEN ELY
 MG0635'ROAD, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG AN ABANDONED RAILROAD
 MG0635'GRADE, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE SOUTH
 MG0635'STONE ABUTMENT OF AN ABANDONED RAILROAD BRIDGE, 3.1 M (10.2 FT) WEST
 MG0635'OF THE NEAR RAIL, AND 2.0 M (6.6 FT) BELOW THE LEVEL OF THE TRACK.
 MG0635
 MG0635                          STATION RECOVERY (2005)
 MG0635
 MG0635'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 MG0635'THE RAILROAD IS ABANDONED AND THE TRACKS HAVE BEEN DISMANTLED AT THIS
 MG0635'LOCATION. THE RAILROAD GRADE SURVIVES.
 MG0635' 
 MG0635'CORRECTION TO THE 1998 DESCRIPTION - THE MARK IS ABOUT 10 FEET EAST OF
 MG0635'THE FORMER LOCATION OF THE NEAR RAIL ON THE EAST SIDE OF THE CULVERT
 MG0635'ON THE SOUTH ABUTMENT AND ABOUT 6 FEET LOWER THAN THE PRESENT GRADE.
 MG0635' 
 MG0635'HANDHELD COORDINATES  41 55 19.8 (N) 091 37 52.9 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0407 ***********************************************************************
 MG0407  DESIGNATION -  F 77
 MG0407  PID         -  MG0407
 MG0407  STATE/COUNTY-  IA/MUSCATINE
 MG0407  USGS QUAD   -  NICHOLS (1970)
 MG0407
 MG0407                         *CURRENT SURVEY CONTROL
 MG0407  ___________________________________________________________________
 MG0407* NAD 83(1986)-  41 28 50.     (N)    091 18 37.     (W)     SCALED    
 MG0407* NAVD 88     -       194.023  (meters)     636.56   (feet)  ADJUSTED  
 MG0407  ___________________________________________________________________
 MG0407  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0407  DYNAMIC HT  -         193.947 (meters)     636.31  (feet)  COMP
 MG0407  MODELED GRAV-     980,226.2   (mgal)                       NAVD 88
 MG0407
 MG0407  VERT ORDER  -  SECOND    CLASS 0
 MG0407
 MG0407.The horizontal coordinates were scaled from a topographic map and have
 MG0407.an estimated accuracy of +/- 6 seconds.
 MG0407
 MG0407.The orthometric height was determined by differential leveling
 MG0407.and adjusted by the National Geodetic Survey in June 1991..
 MG0407
 MG0407.The geoid height was determined by GEOID03.
 MG0407
 MG0407.The dynamic height is computed by dividing the NAVD 88
 MG0407.geopotential number by the normal gravity value computed on the
 MG0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0407.degrees latitude (g = 980.6199 gals.).
 MG0407
 MG0407.The modeled gravity was interpolated from observed gravity values.
 MG0407
 MG0407;                    North         East    Units  Estimated Accuracy
 MG0407;SPC IA S     -   166,720.      682,860.      MT  (+/- 180 meters Scaled)
 MG0407
 MG0407                          SUPERSEDED SURVEY CONTROL
 MG0407
 MG0407  NGVD 29 (??/??/92)  194.079  (m)          636.74   (f) ADJ UNCH    2 0
 MG0407
 MG0407.Superseded values are not recommended for survey control.
 MG0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0407.See file dsdata.txt to determine how the superseded data were derived.
 MG0407
 MG0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF410934(NAD 83)
 MG0407_MARKER: DB = BENCH MARK DISK
 MG0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0407_SP_SET: WATER TOWER CONCRETE BASE
 MG0407_STAMPING: F 77 1934
 MG0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0407
 MG0407  HISTORY     - Date     Condition        Report By
 MG0407  HISTORY     - 1934     MONUMENTED       CGS
 MG0407  HISTORY     - 1967     GOOD             NGS
 MG0407  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0407
 MG0407                          STATION DESCRIPTION
 MG0407
 MG0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0407'AT NICHOLS.
 MG0407'AT NICHOLS, MUSCATINE COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 MG0407'PACIFIC RAILWAY, AT A WATER TOWER, IN THE TOP OF THE NORTHEAST
 MG0407'LEG OF THE CONCRETE BASE, 20 FEET SOUTH OF THE CENTERLINE OF THE
 MG0407'EAST-BOUND TRACK, 10 FEET WEST OF THE CENTERLINE OF THE
 MG0407'NORTH-BOUND TRACK, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 MG0407'TRACK.  A STANDARD DISK, STAMPED F 77 1934.  NOTE-- WATER TOWER
 MG0407'GONE, BUT CONCRETE FOUNDATION FOR LEG IN WHICH MARK WAS SET IS
 MG0407'STILL IN GOOD CONDITION.  MARK IS ABOUT 100 FEET S OF RAILROAD
 MG0407'CROSSING AT THE WEST SIDE OF NICHOLS, 10 FEET WEST OF WEST
 MG0407'TRACK.
 MG0407
 MG0407                          STATION RECOVERY (1967)
 MG0407
 MG0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MG0407'RECOVERED IN GOOD CONDITION.
 MG0407
 MG0407                          STATION RECOVERY (1998)
 MG0407
 MG0407'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0358 ***********************************************************************
 MG0358  DESIGNATION -  F 78
 MG0358  PID         -  MG0358
 MG0358  STATE/COUNTY-  IA/SCOTT
 MG0358  USGS QUAD   -  BENNETT (1991)
 MG0358
 MG0358                         *CURRENT SURVEY CONTROL
 MG0358  ___________________________________________________________________
 MG0358* NAD 83(1986)-  41 43 01.     (N)    090 52 43.     (W)     SCALED    
 MG0358* NAVD 88     -       245.300  (meters)     804.79   (feet)  ADJUSTED  
 MG0358  ___________________________________________________________________
 MG0358  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 MG0358  DYNAMIC HT  -         245.209 (meters)     804.49  (feet)  COMP
 MG0358  MODELED GRAV-     980,247.4   (mgal)                       NAVD 88
 MG0358
 MG0358  VERT ORDER  -  SECOND    CLASS 0
 MG0358
 MG0358.The horizontal coordinates were scaled from a topographic map and have
 MG0358.an estimated accuracy of +/- 6 seconds.
 MG0358
 MG0358.The orthometric height was determined by differential leveling
 MG0358.and adjusted by the National Geodetic Survey in June 1991..
 MG0358
 MG0358.The geoid height was determined by GEOID03.
 MG0358
 MG0358.The dynamic height is computed by dividing the NAVD 88
 MG0358.geopotential number by the normal gravity value computed on the
 MG0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0358.degrees latitude (g = 980.6199 gals.).
 MG0358
 MG0358.The modeled gravity was interpolated from observed gravity values.
 MG0358
 MG0358;                    North         East    Units  Estimated Accuracy
 MG0358;SPC IA S     -   193,960.      718,110.      MT  (+/- 180 meters Scaled)
 MG0358
 MG0358                          SUPERSEDED SURVEY CONTROL
 MG0358
 MG0358  NGVD 29 (??/??/92)  245.334  (m)          804.90   (f) ADJ UNCH    2 0
 MG0358
 MG0358.Superseded values are not recommended for survey control.
 MG0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0358.See file dsdata.txt to determine how the superseded data were derived.
 MG0358
 MG0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG764205(NAD 83)
 MG0358_MARKER: DB = BENCH MARK DISK
 MG0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0358_SP_SET: SIDEWALK
 MG0358_STAMPING: F 78 1934
 MG0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0358
 MG0358  HISTORY     - Date     Condition        Report By
 MG0358  HISTORY     - 1934     MONUMENTED       CGS
 MG0358  HISTORY     - 19880129 MARK NOT FOUND   USPSQD
 MG0358  HISTORY     - 19961118 MARK NOT FOUND   USPSQD
 MG0358  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0358
 MG0358                          STATION DESCRIPTION
 MG0358
 MG0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0358'AT NEW LIBERTY.
 MG0358'AT NEW LIBERTY, SCOTT COUNTY, AT THE LIBERTY TRUST AND SAVINGS
 MG0358'BANK, 16 INCHES WEST OF THE FRONT DOOR, BETWEEN THE THIRTEENTH
 MG0358'AND FOURTEENTH COURSES OF BRICK ABOVE THE WATER TABLE, AND
 MG0358'ABOUT 4 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED F
 MG0358'78 1934 AND SET VERTICALLY.
 MG0358
 MG0358                          STATION RECOVERY (1988)
 MG0358
 MG0358'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0358'MARK NOT FOUND.
 MG0358
 MG0358                          STATION RECOVERY (1996)
 MG0358
 MG0358'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0358'MARK NOT FOUND.
 MG0358
 MG0358                          STATION RECOVERY (2000)
 MG0358
 MG0358'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0358'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0233 ***********************************************************************
 NJ0233  DESIGNATION -  F 79
 NJ0233  PID         -  NJ0233
 NJ0233  STATE/COUNTY-  IA/JACKSON
 NJ0233  USGS QUAD   -  DELMAR NORTH (1980)
 NJ0233
 NJ0233                         *CURRENT SURVEY CONTROL
 NJ0233  ___________________________________________________________________
 NJ0233* NAD 83(1986)-  42 02 33.     (N)    090 33 16.     (W)     SCALED    
 NJ0233* NAVD 88     -       258.954  (meters)     849.58   (feet)  ADJUSTED  
 NJ0233  ___________________________________________________________________
 NJ0233  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 NJ0233  DYNAMIC HT  -         258.863 (meters)     849.29  (feet)  COMP
 NJ0233  MODELED GRAV-     980,262.3   (mgal)                       NAVD 88
 NJ0233
 NJ0233  VERT ORDER  -  SECOND    CLASS 0
 NJ0233
 NJ0233.The horizontal coordinates were scaled from a topographic map and have
 NJ0233.an estimated accuracy of +/- 6 seconds.
 NJ0233
 NJ0233.The orthometric height was determined by differential leveling
 NJ0233.and adjusted by the National Geodetic Survey in June 1991..
 NJ0233
 NJ0233.The geoid height was determined by GEOID03.
 NJ0233
 NJ0233.The dynamic height is computed by dividing the NAVD 88
 NJ0233.geopotential number by the normal gravity value computed on the
 NJ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0233.degrees latitude (g = 980.6199 gals.).
 NJ0233
 NJ0233.The modeled gravity was interpolated from observed gravity values.
 NJ0233
 NJ0233;                    North         East    Units  Estimated Accuracy
 NJ0233;SPC IA N     - 1,064,510.    1,743,830.      MT  (+/- 180 meters Scaled)
 NJ0233
 NJ0233                          SUPERSEDED SURVEY CONTROL
 NJ0233
 NJ0233  NGVD 29 (??/??/92)  258.991  (m)          849.71   (f) ADJ UNCH    2 0
 NJ0233
 NJ0233.Superseded values are not recommended for survey control.
 NJ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0233.See file dsdata.txt to determine how the superseded data were derived.
 NJ0233
 NJ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG024573(NAD 83)
 NJ0233_MARKER: DB = BENCH MARK DISK
 NJ0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0233_SP_SET: CULVERT
 NJ0233_STAMPING: F 79 1934
 NJ0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0233
 NJ0233  HISTORY     - Date     Condition        Report By
 NJ0233  HISTORY     - 1934     MONUMENTED       CGS
 NJ0233  HISTORY     - 19941026 MARK NOT FOUND   USPSQD
 NJ0233  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0233
 NJ0233                          STATION DESCRIPTION
 NJ0233
 NJ0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0233'6.7 MI E FROM MAQUOKETA.
 NJ0233'6.7 MILES EAST ALONG STATE HIGHWAY 64 FROM THE CITY HALL AT
 NJ0233'MAQUOKETA, JACKSON COUNTY, AT THE TOP OF A HILL, 850 FEET
 NJ0233'NORTHEAST OF THE INTERSECTION OF AN EAST AND WEST ROAD NEAR A
 NJ0233'FARMHOUSE, AT THE SOUTHWEST END OF A CURVE, 350 FEET SOUTHWEST
 NJ0233'OF THE JUNCTION OF A ROAD LEADING NORTH, AT A 2- BY 2-FOOT CONCRETE
 NJ0233'CULVERT IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL,
 NJ0233'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F 79 1934.
 NJ0233
 NJ0233                          STATION RECOVERY (1994)
 NJ0233
 NJ0233'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0233'MARK NOT FOUND.
 NJ0233
 NJ0233                          STATION RECOVERY (2001)
 NJ0233
 NJ0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0233'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0418 ***********************************************************************
 MG0418  DESIGNATION -  F 8
 MG0418  PID         -  MG0418
 MG0418  STATE/COUNTY-  IA/LOUISA
 MG0418  USGS QUAD   -  COTTER (1970)
 MG0418
 MG0418                         *CURRENT SURVEY CONTROL
 MG0418  ___________________________________________________________________
 MG0418* NAD 83(1986)-  41 21 55.     (N)    091 24 04.     (W)     SCALED    
 MG0418* NAVD 88     -       186.588  (meters)     612.16   (feet)  ADJUSTED  
 MG0418  ___________________________________________________________________
 MG0418  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0418  DYNAMIC HT  -         186.513 (meters)     611.92  (feet)  COMP
 MG0418  MODELED GRAV-     980,216.3   (mgal)                       NAVD 88
 MG0418
 MG0418  VERT ORDER  -  FIRST     CLASS II
 MG0418
 MG0418.The horizontal coordinates were scaled from a topographic map and have
 MG0418.an estimated accuracy of +/- 6 seconds.
 MG0418
 MG0418.The orthometric height was determined by differential leveling
 MG0418.and adjusted by the National Geodetic Survey in June 1991..
 MG0418
 MG0418.The geoid height was determined by GEOID03.
 MG0418
 MG0418.The dynamic height is computed by dividing the NAVD 88
 MG0418.geopotential number by the normal gravity value computed on the
 MG0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0418.degrees latitude (g = 980.6199 gals.).
 MG0418
 MG0418.The modeled gravity was interpolated from observed gravity values.
 MG0418
 MG0418;                    North         East    Units  Estimated Accuracy
 MG0418;SPC IA S     -   153,730.      675,590.      MT  (+/- 180 meters Scaled)
 MG0418
 MG0418                          SUPERSEDED SURVEY CONTROL
 MG0418
 MG0418  NGVD 29 (??/??/92)  186.65   (m)          612.4    (f) COMPUTED    1 2
 MG0418
 MG0418.Superseded values are not recommended for survey control.
 MG0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0418.See file dsdata.txt to determine how the superseded data were derived.
 MG0418
 MG0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF337805(NAD 83)
 MG0418_MARKER: DB = BENCH MARK DISK
 MG0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0418_STAMPING: 612.354 F 8 1930
 MG0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0418+STABILITY: SURFACE MOTION
 MG0418
 MG0418  HISTORY     - Date     Condition        Report By
 MG0418  HISTORY     - 1930     MONUMENTED       CGS
 MG0418  HISTORY     - 1943     GOOD             NGS
 MG0418  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0418
 MG0418                          STATION DESCRIPTION
 MG0418
 MG0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MG0418'2.8 MI W FROM CONE.
 MG0418'IN LOUISA COUNTY, 2-3/4 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 MG0418'ST. PAUL AND PACIFIC RAILROAD FROM CONE, MUSCATINE COUNTY, 110
 MG0418'FEET NORTHWEST OF MILEPOST 47, 250 FEET WEST OF A ROAD CROSSING,
 MG0418'26 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET NORTH
 MG0418'OF THE CORNER POST OF A CATTLE GUARD.  A STANDARD DISK, STAMPED
 MG0418'612.354 F 8 1930 AND SET IN THE TOP OF A CONCRETE POST.
 MG0418
 MG0418                          STATION RECOVERY (2000)
 MG0418
 MG0418'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0418'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0484 ***********************************************************************
 NJ0484  DESIGNATION -  F 80
 NJ0484  PID         -  NJ0484
 NJ0484  STATE/COUNTY-  IA/JONES
 NJ0484  USGS QUAD   -  ANAMOSA (1973)
 NJ0484
 NJ0484                         *CURRENT SURVEY CONTROL
 NJ0484  ___________________________________________________________________
 NJ0484* NAD 83(1986)-  42 06 29.     (N)    091 17 03.     (W)     SCALED    
 NJ0484* NAVD 88     -       255.168  (meters)     837.16   (feet)  ADJUSTED  
 NJ0484  ___________________________________________________________________
 NJ0484  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 NJ0484  DYNAMIC HT  -         255.074 (meters)     836.86  (feet)  COMP
 NJ0484  MODELED GRAV-     980,247.7   (mgal)                       NAVD 88
 NJ0484
 NJ0484  VERT ORDER  -  SECOND    CLASS 0
 NJ0484
 NJ0484.The horizontal coordinates were scaled from a topographic map and have
 NJ0484.an estimated accuracy of +/- 6 seconds.
 NJ0484
 NJ0484.The orthometric height was determined by differential leveling
 NJ0484.and adjusted by the National Geodetic Survey in June 1991..
 NJ0484
 NJ0484.The geoid height was determined by GEOID03.
 NJ0484
 NJ0484.The dynamic height is computed by dividing the NAVD 88
 NJ0484.geopotential number by the normal gravity value computed on the
 NJ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0484.degrees latitude (g = 980.6199 gals.).
 NJ0484
 NJ0484.The modeled gravity was interpolated from observed gravity values.
 NJ0484
 NJ0484;                    North         East    Units  Estimated Accuracy
 NJ0484;SPC IA N     - 1,069,940.    1,683,250.      MT  (+/- 180 meters Scaled)
 NJ0484
 NJ0484                          SUPERSEDED SURVEY CONTROL
 NJ0484
 NJ0484  NGVD 29 (??/??/92)  255.195  (m)          837.25   (f) ADJ UNCH    2 0
 NJ0484
 NJ0484.Superseded values are not recommended for survey control.
 NJ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0484.See file dsdata.txt to determine how the superseded data were derived.
 NJ0484
 NJ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG418631(NAD 83)
 NJ0484_MARKER: DB = BENCH MARK DISK
 NJ0484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0484_SP_SET: BUILDING
 NJ0484_STAMPING: F 80 1934
 NJ0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0484+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 NJ0484
 NJ0484  HISTORY     - Date     Condition        Report By
 NJ0484  HISTORY     - 1934     MONUMENTED       CGS
 NJ0484  HISTORY     - 19950610 GOOD             USPSQD
 NJ0484  HISTORY     - 19980805 GOOD             USPSQD
 NJ0484  HISTORY     - 20040817 GOOD             GEOCAC
 NJ0484
 NJ0484                          STATION DESCRIPTION
 NJ0484
 NJ0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0484'AT ANAMOSA.
 NJ0484'AT ANAMOSA, JONES COUNTY, IN THE NORTH BRICK WALL OF THE POST
 NJ0484'OFFICE, 1 FOOT WEST OF THE NORTHEAST CORNER OF THE BUILDING,
 NJ0484'BETWEEN THE SIXTEENTH AND SEVENTEENTH COURSES OF BRICK, AND
 NJ0484'ABOUT 4-1/2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED F 80
 NJ0484'1934 AND SET VERTICALLY.
 NJ0484
 NJ0484                          STATION RECOVERY (1995)
 NJ0484
 NJ0484'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0484'RECOVERED IN GOOD CONDITION.
 NJ0484
 NJ0484                          STATION RECOVERY (1998)
 NJ0484
 NJ0484'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0484'RECOVERED IN GOOD CONDITION.
 NJ0484
 NJ0484                          STATION RECOVERY (2004)
 NJ0484
 NJ0484'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 NJ0484'THIS BUILDING IS AT THE CORNER OF BOOTH AND MAIN STREETS, SOUTH OF
 NJ0484'MAIN STREET AND WEST OF BOOTH STREET. IT NO LONGER SERVES AS POST
 NJ0484'OFFICE.  F 80 IS LOCATED ON THE MAIN STREET (NORTH) SIDE OF THE PILLAR
 NJ0484'ON THE NORTHEAST CORNER OF THE BUILDING.
 NJ0484' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0485 ***********************************************************************
 NJ0485  DESIGNATION -  F 80 RESET
 NJ0485  PID         -  NJ0485
 NJ0485  STATE/COUNTY-  IA/JONES
 NJ0485  USGS QUAD   -  ANAMOSA (1973)
 NJ0485
 NJ0485                         *CURRENT SURVEY CONTROL
 NJ0485  ___________________________________________________________________
 NJ0485* NAD 83(1986)-  42 06 29.     (N)    091 17 03.     (W)     SCALED    
 NJ0485* NAVD 88     -       255.16   (meters)     837.1    (feet)  RESET     
 NJ0485  ___________________________________________________________________
 NJ0485  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 NJ0485
 NJ0485  VERT ORDER  -  THIRD
 NJ0485
 NJ0485.The horizontal coordinates were scaled from a topographic map and have
 NJ0485.an estimated accuracy of +/- 6 seconds.
 NJ0485
 NJ0485.The orthometric height was computed from unverified reset data.
 NJ0485
 NJ0485.The geoid height was determined by GEOID03.
 NJ0485
 NJ0485;                    North         East    Units  Estimated Accuracy
 NJ0485;SPC IA N     - 1,069,940.    1,683,250.      MT  (+/- 180 meters Scaled)
 NJ0485
 NJ0485                          SUPERSEDED SURVEY CONTROL
 NJ0485
 NJ0485.No superseded survey control is available for this station.
 NJ0485
 NJ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG418631(NAD 83)
 NJ0485_MARKER: DB = BENCH MARK DISK
 NJ0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0485_SP_SET: BUILDING
 NJ0485_STAMPING: F 80 RESET 1966
 NJ0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0485+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 NJ0485
 NJ0485  HISTORY     - Date     Condition        Report By
 NJ0485  HISTORY     - 1966     MONUMENTED       IA-105
 NJ0485  HISTORY     - 20040817 GOOD             GEOCAC
 NJ0485
 NJ0485                          STATION DESCRIPTION
 NJ0485
 NJ0485'DESCRIBED BY JONES COUNTY IOWA 1966
 NJ0485'AT ANAMOSA.
 NJ0485'AT ANAMOSA, IN THE EAST BRICK WALL OF HAWLEY SUPER DRUG (KNOWN
 NJ0485'AS OLD POST OFFICE), 11.8 FOOT SOUTH OF THE NORTHEAST CORNER OF
 NJ0485'THE BUILDING, BETWEEN THE SIXTEENTH AND SEVENTEENTH COURSES OF
 NJ0485'BRICK, AND ABOUT 4.2 FEET ABOVE GROUND, SET VERTICALLY.
 NJ0485
 NJ0485                          STATION RECOVERY (2004)
 NJ0485
 NJ0485'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 NJ0485'THIS BUILDING IS AT THE CORNER OF BOOTH AND MAIN STREETS, SOUTH OF
 NJ0485'MAIN STREET AND WEST OF BOOTH STREET. IT NO LONGER SERVES AS POST
 NJ0485'OFFICE.  THIS BUILDING IS AT THE CORNER OF BOOTH AND MAIN STREETS,
 NJ0485'SOUTH OF MAIN STREET AND WEST OF BOOTH STREET. F 80 RESET IS LOCATED
 NJ0485'ON THE BOOTH STREET (EAST) SIDE OF THE MAIN BUILDING NEAR THE
 NJ0485'NORTHEAST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0554 ***********************************************************************
 NJ0554  DESIGNATION -  F 81
 NJ0554  PID         -  NJ0554
 NJ0554  STATE/COUNTY-  IA/BENTON
 NJ0554  USGS QUAD   -  SHELLSBURG (1993)
 NJ0554
 NJ0554                         *CURRENT SURVEY CONTROL
 NJ0554  ___________________________________________________________________
 NJ0554* NAD 83(1986)-  42 05 34.     (N)    091 52 27.     (W)     SCALED    
 NJ0554* NAVD 88     -       237.666  (meters)     779.74   (feet)  ADJUSTED  
 NJ0554  ___________________________________________________________________
 NJ0554  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 NJ0554  DYNAMIC HT  -         237.587 (meters)     779.48  (feet)  COMP
 NJ0554  MODELED GRAV-     980,286.4   (mgal)                       NAVD 88
 NJ0554
 NJ0554  VERT ORDER  -  SECOND    CLASS 0
 NJ0554
 NJ0554.The horizontal coordinates were scaled from a topographic map and have
 NJ0554.an estimated accuracy of +/- 6 seconds.
 NJ0554
 NJ0554.The orthometric height was determined by differential leveling
 NJ0554.and adjusted by the National Geodetic Survey in June 1991..
 NJ0554
 NJ0554.The geoid height was determined by GEOID03.
 NJ0554
 NJ0554.The dynamic height is computed by dividing the NAVD 88
 NJ0554.geopotential number by the normal gravity value computed on the
 NJ0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0554.degrees latitude (g = 980.6199 gals.).
 NJ0554
 NJ0554.The modeled gravity was interpolated from observed gravity values.
 NJ0554
 NJ0554;                    North         East    Units  Estimated Accuracy
 NJ0554;SPC IA N     - 1,067,140.    1,634,500.      MT  (+/- 180 meters Scaled)
 NJ0554
 NJ0554                          SUPERSEDED SURVEY CONTROL
 NJ0554
 NJ0554  NGVD 29 (??/??/92)  237.677  (m)          779.78   (f) ADJ UNCH    2 0
 NJ0554
 NJ0554.Superseded values are not recommended for survey control.
 NJ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0554.See file dsdata.txt to determine how the superseded data were derived.
 NJ0554
 NJ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG931606(NAD 83)
 NJ0554_MARKER: DB = BENCH MARK DISK
 NJ0554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0554_SP_SET: ABUTMENT
 NJ0554_STAMPING: F 81 1934
 NJ0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0554
 NJ0554  HISTORY     - Date     Condition        Report By
 NJ0554  HISTORY     - 1934     MONUMENTED       CGS
 NJ0554  HISTORY     - 19950517 MARK NOT FOUND   USPSQD
 NJ0554
 NJ0554                          STATION DESCRIPTION
 NJ0554
 NJ0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0554'AT SHELLSBURG.
 NJ0554'AT SHELLSBURG, BENTON COUNTY, 5 POLES NORTHWEST OF THE CHICAGO,
 NJ0554'ROCK ISLAND AND PACIFIC RAILROAD STATION, 20 POLES NORTHWEST
 NJ0554'OF MILEPOST 111, AT BRIDGE, IN THE NORTHEAST END OF THE BACK
 NJ0554'WALL OF THE NORTHWEST STONE ABUTMENT, 8 FEET NORTHEAST OF THE
 NJ0554'CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE RAIL.  A
 NJ0554'STANDARD DISK, STAMPED F 81 1934.
 NJ0554
 NJ0554                          STATION RECOVERY (1995)
 NJ0554
 NJ0554'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0118 ***********************************************************************
 NK0118  DESIGNATION -  F 82
 NK0118  PID         -  NK0118
 NK0118  STATE/COUNTY-  IA/TAMA
 NK0118  USGS QUAD   -  GLADBROOK NE (1980)
 NK0118
 NK0118                         *CURRENT SURVEY CONTROL
 NK0118  ___________________________________________________________________
 NK0118* NAD 83(1986)-  42 13 58.     (N)    092 31 51.     (W)     SCALED    
 NK0118* NAVD 88     -       278.481  (meters)     913.65   (feet)  ADJUSTED  
 NK0118  ___________________________________________________________________
 NK0118  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 NK0118  DYNAMIC HT  -         278.382 (meters)     913.32  (feet)  COMP
 NK0118  MODELED GRAV-     980,259.2   (mgal)                       NAVD 88
 NK0118
 NK0118  VERT ORDER  -  SECOND    CLASS 0
 NK0118
 NK0118.The horizontal coordinates were scaled from a topographic map and have
 NK0118.an estimated accuracy of +/- 6 seconds.
 NK0118
 NK0118.The orthometric height was determined by differential leveling
 NK0118.and adjusted by the National Geodetic Survey in June 1991..
 NK0118
 NK0118.The geoid height was determined by GEOID03.
 NK0118
 NK0118.The dynamic height is computed by dividing the NAVD 88
 NK0118.geopotential number by the normal gravity value computed on the
 NK0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0118.degrees latitude (g = 980.6199 gals.).
 NK0118
 NK0118.The modeled gravity was interpolated from observed gravity values.
 NK0118
 NK0118;                    North         East    Units  Estimated Accuracy
 NK0118;SPC IA N     - 1,081,850.    1,580,000.      MT  (+/- 180 meters Scaled)
 NK0118
 NK0118                          SUPERSEDED SURVEY CONTROL
 NK0118
 NK0118.No superseded survey control is available for this station.
 NK0118
 NK0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG387757(NAD 83)
 NK0118_MARKER: DB = BENCH MARK DISK
 NK0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0118_SP_SET: CULVERT
 NK0118_STAMPING: F 82 1934
 NK0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0118
 NK0118  HISTORY     - Date     Condition        Report By
 NK0118  HISTORY     - 1934     MONUMENTED       CGS
 NK0118
 NK0118                          STATION DESCRIPTION
 NK0118
 NK0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0118'2.1 MI SE FROM DINSDALE.
 NK0118'2.1 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0118'RAILWAY FROM THE STATION AT DINSDALE, TAMA COUNTY, 24 POLES
 NK0118'NORTHWEST OF MILEPOST 51, AT A 5- BY 6-FOOT STONE BOX CULVERT,
 NK0118'IN THE SOUTHEAST END OF THE NORTHEAST STONE HEADWALL, 10 FEET
 NK0118'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT
 NK0118'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED F 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0449 ***********************************************************************
 MH0449  DESIGNATION -  F 83
 MH0449  PID         -  MH0449
 MH0449  STATE/COUNTY-  IA/MARSHALL
 MH0449  USGS QUAD   -  GILMAN (1980)
 MH0449
 MH0449                         *CURRENT SURVEY CONTROL
 MH0449  ___________________________________________________________________
 MH0449* NAD 83(1986)-  41 59 55.     (N)    092 46 08.     (W)     SCALED    
 MH0449* NAVD 88     -       286.216  (meters)     939.03   (feet)  ADJUSTED  
 MH0449  ___________________________________________________________________
 MH0449  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 MH0449  DYNAMIC HT  -         286.108 (meters)     938.67  (feet)  COMP
 MH0449  MODELED GRAV-     980,235.6   (mgal)                       NAVD 88
 MH0449
 MH0449  VERT ORDER  -  SECOND    CLASS 0
 MH0449
 MH0449.The horizontal coordinates were scaled from a topographic map and have
 MH0449.an estimated accuracy of +/- 6 seconds.
 MH0449
 MH0449.The orthometric height was determined by differential leveling
 MH0449.and adjusted by the National Geodetic Survey in June 1991..
 MH0449
 MH0449.The geoid height was determined by GEOID03.
 MH0449
 MH0449.The dynamic height is computed by dividing the NAVD 88
 MH0449.geopotential number by the normal gravity value computed on the
 MH0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0449.degrees latitude (g = 980.6199 gals.).
 MH0449
 MH0449.The modeled gravity was interpolated from observed gravity values.
 MH0449
 MH0449;                    North         East    Units  Estimated Accuracy
 MH0449;SPC IA N     - 1,055,650.    1,560,570.      MT  (+/- 180 meters Scaled)
 MH0449
 MH0449                          SUPERSEDED SURVEY CONTROL
 MH0449
 MH0449  NGVD 29 (??/??/92)  286.198  (m)          938.97   (f) ADJ UNCH    2 0
 MH0449
 MH0449.Superseded values are not recommended for survey control.
 MH0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0449.See file dsdata.txt to determine how the superseded data were derived.
 MH0449
 MH0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG191496(NAD 83)
 MH0449_MARKER: DB = BENCH MARK DISK
 MH0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0449_STAMPING: F 83 1934
 MH0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0449+STABILITY: SURFACE MOTION
 MH0449
 MH0449  HISTORY     - Date     Condition        Report By
 MH0449  HISTORY     - 1934     MONUMENTED       CGS
 MH0449
 MH0449                          STATION DESCRIPTION
 MH0449
 MH0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0449'AT LEGRAND.
 MH0449'AT LEGRAND, MARSHALL COUNTY, ON THE CHICAGO AND NORTH WESTERN
 MH0449'RAILWAY, 9 POLES WEST OF MILEPOST 143, 138 FEET EAST OF THE
 MH0449'STATION, 54 FEET NORTH OF THE CENTERLINE OF THE NORTH MAIN
 MH0449'TRACK, 20 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT
 MH0449'HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED F 83 1934 AND
 MH0449'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0007 ***********************************************************************
 MH0007  DESIGNATION -  F 84
 MH0007  PID         -  MH0007
 MH0007  STATE/COUNTY-  IA/BENTON
 MH0007  USGS QUAD   -  KEYSTONE SOUTH (1965)
 MH0007
 MH0007                         *CURRENT SURVEY CONTROL
 MH0007  ___________________________________________________________________
 MH0007* NAD 83(1986)-  41 54 57.     (N)    092 08 24.     (W)     SCALED    
 MH0007* NAVD 88     -       255.855  (meters)     839.42   (feet)  ADJUSTED  
 MH0007  ___________________________________________________________________
 MH0007  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 MH0007  DYNAMIC HT  -         255.763 (meters)     839.12  (feet)  COMP
 MH0007  MODELED GRAV-     980,254.9   (mgal)                       NAVD 88
 MH0007
 MH0007  VERT ORDER  -  SECOND    CLASS 0
 MH0007
 MH0007.The horizontal coordinates were scaled from a topographic map and have
 MH0007.an estimated accuracy of +/- 6 seconds.
 MH0007
 MH0007.The orthometric height was determined by differential leveling
 MH0007.and adjusted by the National Geodetic Survey in June 1991..
 MH0007
 MH0007.The geoid height was determined by GEOID03.
 MH0007
 MH0007.The dynamic height is computed by dividing the NAVD 88
 MH0007.geopotential number by the normal gravity value computed on the
 MH0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0007.degrees latitude (g = 980.6199 gals.).
 MH0007
 MH0007.The modeled gravity was interpolated from observed gravity values.
 MH0007
 MH0007;                    North         East    Units  Estimated Accuracy
 MH0007;SPC IA N     - 1,047,100.    1,612,820.      MT  (+/- 180 meters Scaled)
 MH0007
 MH0007                          SUPERSEDED SURVEY CONTROL
 MH0007
 MH0007  NGVD 29 (??/??/92)  255.856  (m)          839.42   (f) ADJ UNCH    2 0
 MH0007
 MH0007.Superseded values are not recommended for survey control.
 MH0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0007.See file dsdata.txt to determine how the superseded data were derived.
 MH0007
 MH0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG713407(NAD 83)
 MH0007_MARKER: DB = BENCH MARK DISK
 MH0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0007_SP_SET: BRIDGE
 MH0007_STAMPING: F 84 1934
 MH0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0007+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 MH0007
 MH0007  HISTORY     - Date     Condition        Report By
 MH0007  HISTORY     - 1934     MONUMENTED       CGS
 MH0007  HISTORY     - 20041209 GOOD             GEOCAC
 MH0007
 MH0007                          STATION DESCRIPTION
 MH0007
 MH0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0007'2.2 MI E FROM LUZERNE.
 MH0007'2.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MH0007'THE STATION AT LUZERNE, BENTON COUNTY, 5 POLES WEST OF MILEPOST
 MH0007'109, AT 12-FOOT STEEL BRIDGE 320, IN THE SOUTH END OF THE WEST
 MH0007'STONE ABUTMENT, 9 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 MH0007'TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 MH0007'STAMPED F 84 1934.
 MH0007
 MH0007                          STATION RECOVERY (2004)
 MH0007
 MH0007'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0007'MARK IS CENTERED 9 FEET 8 INCHES SOUTH OF THE CENTERLINE OF THE SOUTH
 MH0007'TRACK AND 30 INCHES BELOW THE BASE OF THE RAIL.
 MH0007' 
 MH0007'HANDHELD COORDINATES N 41 DEG 54 MIN 58.3 SEC W 092 DEG 08 MIN 23.5
 MH0007'SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0618 ***********************************************************************
 MG0618  DESIGNATION -  F 85
 MG0618  PID         -  MG0618
 MG0618  STATE/COUNTY-  IA/BENTON
 MG0618  USGS QUAD   -  AMANA (1975)
 MG0618
 MG0618                         *CURRENT SURVEY CONTROL
 MG0618  ___________________________________________________________________
 MG0618* NAD 83(1986)-  41 48 27.     (N)    091 50 54.     (W)     SCALED    
 MG0618* NAVD 88     -       224.299  (meters)     735.89   (feet)  ADJUSTED  
 MG0618  ___________________________________________________________________
 MG0618  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 MG0618  DYNAMIC HT  -         224.215 (meters)     735.61  (feet)  COMP
 MG0618  MODELED GRAV-     980,240.3   (mgal)                       NAVD 88
 MG0618
 MG0618  VERT ORDER  -  SECOND    CLASS 0
 MG0618
 MG0618.The horizontal coordinates were scaled from a topographic map and have
 MG0618.an estimated accuracy of +/- 6 seconds.
 MG0618
 MG0618.The orthometric height was determined by differential leveling
 MG0618.and adjusted by the National Geodetic Survey in June 1991..
 MG0618
 MG0618.The geoid height was determined by GEOID03.
 MG0618
 MG0618.The dynamic height is computed by dividing the NAVD 88
 MG0618.geopotential number by the normal gravity value computed on the
 MG0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0618.degrees latitude (g = 980.6199 gals.).
 MG0618
 MG0618.The modeled gravity was interpolated from observed gravity values.
 MG0618
 MG0618;                    North         East    Units  Estimated Accuracy
 MG0618;SPC IA N     - 1,035,500.    1,637,250.      MT  (+/- 180 meters Scaled)
 MG0618
 MG0618                          SUPERSEDED SURVEY CONTROL
 MG0618
 MG0618  NGVD 29 (??/??/92)  224.317  (m)          735.95   (f) ADJ UNCH    2 0
 MG0618
 MG0618.Superseded values are not recommended for survey control.
 MG0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0618.See file dsdata.txt to determine how the superseded data were derived.
 MG0618
 MG0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG956290(NAD 83)
 MG0618_MARKER: DB = BENCH MARK DISK
 MG0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0618_STAMPING: F 85 1934
 MG0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0618+STABILITY: SURFACE MOTION
 MG0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0618+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 MG0618
 MG0618  HISTORY     - Date     Condition        Report By
 MG0618  HISTORY     - 1934     MONUMENTED       CGS
 MG0618  HISTORY     - 19991208 GOOD             AERSVC
 MG0618  HISTORY     - 20010706 MARK NOT FOUND   NGS
 MG0618  HISTORY     - 20041104 GOOD             INDIV
 MG0618  HISTORY     - 20060426 GOOD             GEOCAC
 MG0618
 MG0618                          STATION DESCRIPTION
 MG0618
 MG0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0618'AT EAST AMANA.
 MG0618'AT EAST AMANA, IOWA COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0618'AND PACIFIC RAILROAD, 132 FEET SOUTH OF THE STATION SIGN, 10
 MG0618'POLES NORTHEAST OF MILEPOST 68, AT A PUBLIC-ROAD CROSSING, 45
 MG0618'FEET WEST OF THE CENTERLINE OF THE TRACK, 32 FEET SOUTH OF THE
 MG0618'CENTERLINE OF THE ROAD, 3 FEET EAST AND 1 FOOT NORTH OF A
 MG0618'RIGHT-OF-WAY FENCE CORNER, AND 3 FEET LOWER THAN THE RAIL.
 MG0618'A STANDARD DISK, STAMPED F 85 1934 AND SET IN THE TOP OF A
 MG0618'CONCRETE POST.
 MG0618
 MG0618                          STATION RECOVERY (1999)
 MG0618
 MG0618'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 1999 (KE)
 MG0618'RECOVERED IN GREAT CONDITION
 MG0618
 MG0618                          STATION RECOVERY (2001)
 MG0618
 MG0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 MG0618'MARK NOT FOUND.
 MG0618
 MG0618                          STATION RECOVERY (2004)
 MG0618
 MG0618'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 MG0618'LANDMARK SURVEYING, IOWA CITY IA, FOUND THIS MONUMENT DURING A SURVEY
 MG0618'FOR THE AMANA SOC., AMANA IA.  WE WERE USING 1983 FIELD NOTES FROM THE
 MG0618'USCOE FROM ROCK ISLAND, IL WHICH REFERENCED IT IN THEIR TRAVERSE.
 MG0618'WHEN I TRIED TO LOOK UP F 85 ON THE NGS WEB SITE THE DATASHEET
 MG0618'INDICATED IT WAS NOT FOUND (2001 BY NGS -RTN).  WE FOUND IT IN GOOD
 MG0618'CONDITION AS DID ASI IN 1999.  ALSO THIS IN IOWA COUNTY.
 MG0618
 MG0618                          STATION RECOVERY (2006)
 MG0618
 MG0618'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MG0618'SOUTHEAST OF INTERSECTION OF COUNTY F20 (220 TRAIL) AND E STREET OF
 MG0618'EAST AMANA IN IOWA COUNTY, 77 FT EAST SOUTHEAST FROM CENTER OF
 MG0618'HIGHWAY, 47 FT WEST NORTHWEST FROM CENTER OF RAILROAD, 34 FT SOUTH
 MG0618'SOUTHWEST OF CENTER OF E STREET GRAVEL ROAD, IN SQUARE CONCRETE POST
 MG0618'PROJECTING 1 FT.
 MG0618' 
 MG0618'THERE IS NO FENCE.  DISK MARRED BUT READABLE. HANDHELD COORDINATES N41
 MG0618'48 26.8 W091 50 53.4. SKY CLEAR EXCEPT FOR POWER LINE TO EAST OF
 MG0618'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0802 ***********************************************************************
 MH0802  DESIGNATION -  F 86 RESET
 MH0802  PID         -  MH0802
 MH0802  STATE/COUNTY-  IA/KEOKUK
 MH0802  USGS QUAD   -  KESWICK (1965)
 MH0802
 MH0802                         *CURRENT SURVEY CONTROL
 MH0802  ___________________________________________________________________
 MH0802* NAD 83(1986)-  41 26 17.     (N)    092 09 55.     (W)     SCALED    
 MH0802* NAVD 88     -       261.06   (meters)     856.5    (feet)  RESET     
 MH0802  ___________________________________________________________________
 MH0802  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 MH0802
 MH0802  VERT ORDER  -  THIRD
 MH0802
 MH0802.The horizontal coordinates were scaled from a topographic map and have
 MH0802.an estimated accuracy of +/- 6 seconds.
 MH0802
 MH0802.The orthometric height was computed from unverified reset data.
 MH0802
 MH0802.The geoid height was determined by GEOID03.
 MH0802
 MH0802;                    North         East    Units  Estimated Accuracy
 MH0802;SPC IA S     -   160,550.      611,540.      MT  (+/- 180 meters Scaled)
 MH0802
 MH0802                          SUPERSEDED SURVEY CONTROL
 MH0802
 MH0802  NGVD 29 (05/12/04)  261.08   (m)          856.6    (f) RESET       3  
 MH0802
 MH0802.Superseded values are not recommended for survey control.
 MH0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0802.See file dsdata.txt to determine how the superseded data were derived.
 MH0802
 MH0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF697877(NAD 83)
 MH0802_MARKER: DB = BENCH MARK DISK
 MH0802_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MH0802_SP_SET: FLAGPOLE BASE
 MH0802_STAMPING: F 86 RESET 1980
 MH0802_MARK LOGO: NGS   
 MH0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0802
 MH0802  HISTORY     - Date     Condition        Report By
 MH0802  HISTORY     - 1980     MONUMENTED       LOCSUR
 MH0802
 MH0802                          STATION DESCRIPTION
 MH0802
 MH0802'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 MH0802'IN WEBSTER.
 MH0802'IN WEBSTER, AT THE NORTHSIDE FLAGPOLE BASE, NORTH SIDE OF CITY HALL,
 MH0802'NEAR SOUTHWEST COR., SECTION 29, TOWNSHIP 77 NORTH, RANGE 11 WEST OF
 MH0802'5TH P.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0165 ***********************************************************************
 MH0165  DESIGNATION -  F 88
 MH0165  PID         -  MH0165
 MH0165  STATE/COUNTY-  IA/MARSHALL
 MH0165  USGS QUAD   -  GILMAN (1980)
 MH0165
 MH0165                         *CURRENT SURVEY CONTROL
 MH0165  ___________________________________________________________________
 MH0165* NAD 83(1986)-  41 54 03.     (N)    092 48 16.     (W)     SCALED    
 MH0165* NAVD 88     -       313.851  (meters)    1029.69   (feet)  ADJUSTED  
 MH0165  ___________________________________________________________________
 MH0165  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 MH0165  DYNAMIC HT  -         313.729 (meters)    1029.29  (feet)  COMP
 MH0165  MODELED GRAV-     980,226.6   (mgal)                       NAVD 88
 MH0165
 MH0165  VERT ORDER  -  SECOND    CLASS 0
 MH0165
 MH0165.The horizontal coordinates were scaled from a topographic map and have
 MH0165.an estimated accuracy of +/- 6 seconds.
 MH0165
 MH0165.The orthometric height was determined by differential leveling
 MH0165.and adjusted by the National Geodetic Survey in June 1991..
 MH0165
 MH0165.The geoid height was determined by GEOID03.
 MH0165
 MH0165.The dynamic height is computed by dividing the NAVD 88
 MH0165.geopotential number by the normal gravity value computed on the
 MH0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0165.degrees latitude (g = 980.6199 gals.).
 MH0165
 MH0165.The modeled gravity was interpolated from observed gravity values.
 MH0165
 MH0165;                    North         East    Units  Estimated Accuracy
 MH0165;SPC IA N     - 1,044,760.    1,557,720.      MT  (+/- 180 meters Scaled)
 MH0165
 MH0165                          SUPERSEDED SURVEY CONTROL
 MH0165
 MH0165  NGVD 29 (??/??/92)  313.828  (m)         1029.62   (f) ADJ UNCH    2 0
 MH0165
 MH0165.Superseded values are not recommended for survey control.
 MH0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0165.See file dsdata.txt to determine how the superseded data were derived.
 MH0165
 MH0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG162387(NAD 83)
 MH0165_MARKER: DB = BENCH MARK DISK
 MH0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0165_STAMPING: F 88 1934
 MH0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0165+STABILITY: SURFACE MOTION
 MH0165
 MH0165  HISTORY     - Date     Condition        Report By
 MH0165  HISTORY     - 1934     MONUMENTED       CGS
 MH0165
 MH0165                          STATION DESCRIPTION
 MH0165
 MH0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0165'1.8 MI N FROM GILMAN.
 MH0165'1.8 MILES NORTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 MH0165'THE STATION AT GILMAN, MARSHALL COUNTY, 3-1/2 POLES SOUTHEAST
 MH0165'OF MILEPOST 256, AT A PUBLIC-ROAD CROSSING, 43 FEET WEST OF THE
 MH0165'CENTERLINE OF THE TRACK, 15 FEET NORTHWEST OF A GATEPOST, 2 FEET
 MH0165'NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT HIGHER THAN THE
 MH0165'RAIL.  A STANDARD DISK, STAMPED F 88 1934 AND SET IN THE TOP OF A
 MH0165'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0246 ***********************************************************************
 LF0246  DESIGNATION -  F 9
 LF0246  PID         -  LF0246
 LF0246  STATE/COUNTY-  IA/FREMONT
 LF0246  USGS QUAD   -  FARRAGUT (1981)
 LF0246
 LF0246                         *CURRENT SURVEY CONTROL
 LF0246  ___________________________________________________________________
 LF0246* NAD 83(1986)-  40 43 13.     (N)    095 28 51.     (W)     SCALED    
 LF0246* NAVD 88     -       293.133  (meters)     961.72   (feet)  ADJUSTED  
 LF0246  ___________________________________________________________________
 LF0246  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LF0246  DYNAMIC HT  -         292.976 (meters)     961.21  (feet)  COMP
 LF0246  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 LF0246
 LF0246  VERT ORDER  -  FIRST     CLASS II
 LF0246
 LF0246.The horizontal coordinates were scaled from a topographic map and have
 LF0246.an estimated accuracy of +/- 6 seconds.
 LF0246
 LF0246.The orthometric height was determined by differential leveling
 LF0246.and adjusted by the National Geodetic Survey in June 1991..
 LF0246
 LF0246.The geoid height was determined by GEOID03.
 LF0246
 LF0246.The dynamic height is computed by dividing the NAVD 88
 LF0246.geopotential number by the normal gravity value computed on the
 LF0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0246.degrees latitude (g = 980.6199 gals.).
 LF0246
 LF0246.The modeled gravity was interpolated from observed gravity values.
 LF0246
 LF0246;                    North         East    Units  Estimated Accuracy
 LF0246;SPC IA S     -    81,890.      332,660.      MT  (+/- 180 meters Scaled)
 LF0246
 LF0246                          SUPERSEDED SURVEY CONTROL
 LF0246
 LF0246  NGVD 29 (??/??/92)  293.024  (m)          961.36   (f) ADJ UNCH    1 2
 LF0246
 LF0246.Superseded values are not recommended for survey control.
 LF0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0246.See file dsdata.txt to determine how the superseded data were derived.
 LF0246
 LF0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF904106(NAD 83)
 LF0246_MARKER: DB = BENCH MARK DISK
 LF0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0246_STAMPING: F 9 1933
 LF0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0246+STABILITY: SURFACE MOTION
 LF0246
 LF0246  HISTORY     - Date     Condition        Report By
 LF0246  HISTORY     - 1933     MONUMENTED       CGS
 LF0246  HISTORY     - 1943     GOOD             NGS
 LF0246
 LF0246                          STATION DESCRIPTION
 LF0246
 LF0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LF0246'AT FARRAGUT.
 LF0246'AT FARRAGUT, FREMONT COUNTY, 90 FEET WEST OF THE CHICAGO,
 LF0246'BURLINGTON AND QUINCY RAILROAD STATION, 35 FEET WEST OF THE
 LF0246'CENTERLINE OF THE MAIN NORTH-AND-SOUTH STREET, 25 FEET SOUTH OF
 LF0246'THE TRACK, AND AT THE WEST EDGE OF THE SIDEWALK.  A STANDARD
 LF0246'DISK, STAMPED F 9 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0224 ***********************************************************************
 MJ0224  DESIGNATION -  F 90
 MJ0224  PID         -  MJ0224
 MJ0224  STATE/COUNTY-  IA/CARROLL
 MJ0224  USGS QUAD   -  TEMPLETON (1971)
 MJ0224
 MJ0224                         *CURRENT SURVEY CONTROL
 MJ0224  ___________________________________________________________________
 MJ0224* NAD 83(1986)-  41 59 53.     (N)    094 59 52.     (W)     SCALED    
 MJ0224* NAVD 88     -       423.303  (meters)    1388.79   (feet)  ADJUSTED  
 MJ0224  ___________________________________________________________________
 MJ0224  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 MJ0224  DYNAMIC HT  -         423.117 (meters)    1388.18  (feet)  COMP
 MJ0224  MODELED GRAV-     980,171.5   (mgal)                       NAVD 88
 MJ0224
 MJ0224  VERT ORDER  -  SECOND    CLASS 0
 MJ0224
 MJ0224.The horizontal coordinates were scaled from a topographic map and have
 MJ0224.an estimated accuracy of +/- 6 seconds.
 MJ0224
 MJ0224.The orthometric height was determined by differential leveling
 MJ0224.and adjusted by the National Geodetic Survey in June 1991..
 MJ0224
 MJ0224.The geoid height was determined by GEOID03.
 MJ0224
 MJ0224.The dynamic height is computed by dividing the NAVD 88
 MJ0224.geopotential number by the normal gravity value computed on the
 MJ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0224.degrees latitude (g = 980.6199 gals.).
 MJ0224
 MJ0224.The modeled gravity was interpolated from observed gravity values.
 MJ0224
 MJ0224;                    North         East    Units  Estimated Accuracy
 MJ0224;SPC IA N     - 1,056,420.    1,375,910.      MT  (+/- 180 meters Scaled)
 MJ0224
 MJ0224                          SUPERSEDED SURVEY CONTROL
 MJ0224
 MJ0224  NGVD 29 (??/??/92)  423.175  (m)         1388.37   (f) ADJ UNCH    2 0
 MJ0224
 MJ0224.Superseded values are not recommended for survey control.
 MJ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0224.See file dsdata.txt to determine how the superseded data were derived.
 MJ0224
 MJ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG345514(NAD 83)
 MJ0224_MARKER: DB = BENCH MARK DISK
 MJ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0224_STAMPING: F 90 1935
 MJ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0224+STABILITY: SURFACE MOTION
 MJ0224
 MJ0224  HISTORY     - Date     Condition        Report By
 MJ0224  HISTORY     - 1935     MONUMENTED       CGS
 MJ0224
 MJ0224                          STATION DESCRIPTION
 MJ0224
 MJ0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0224'1.4 MI SW FROM HALBUR.
 MJ0224'1.4 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0224'FROM THE STATION AT HALBUR, CARROLL COUNTY, 34 FEET EAST OF THE
 MJ0224'EAST END OF OVERPASS 2338, AT THE TOP OF A DUMP, 10 FEET NORTH OF
 MJ0224'THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 MJ0224'TRACK.  A STANDARD DISK, STAMPED F 90 1935 AND SET IN THE TOP
 MJ0224'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0345 ***********************************************************************
 NL0345  DESIGNATION -  F 91
 NL0345  PID         -  NL0345
 NL0345  STATE/COUNTY-  IA/CRAWFORD
 NL0345  USGS QUAD   -  CHARTER OAK (1971)
 NL0345
 NL0345                         *CURRENT SURVEY CONTROL
 NL0345  ___________________________________________________________________
 NL0345* NAD 83(1986)-  42 02 49.     (N)    095 32 13.     (W)     SCALED    
 NL0345* NAVD 88     -       403.207  (meters)    1322.86   (feet)  ADJUSTED  
 NL0345  ___________________________________________________________________
 NL0345  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 NL0345  DYNAMIC HT  -         403.045 (meters)    1322.32  (feet)  COMP
 NL0345  MODELED GRAV-     980,207.4   (mgal)                       NAVD 88
 NL0345
 NL0345  VERT ORDER  -  SECOND    CLASS 0
 NL0345
 NL0345.The horizontal coordinates were scaled from a topographic map and have
 NL0345.an estimated accuracy of +/- 6 seconds.
 NL0345
 NL0345.The orthometric height was determined by differential leveling
 NL0345.and adjusted by the National Geodetic Survey in June 1991..
 NL0345
 NL0345.The geoid height was determined by GEOID03.
 NL0345
 NL0345.The dynamic height is computed by dividing the NAVD 88
 NL0345.geopotential number by the normal gravity value computed on the
 NL0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0345.degrees latitude (g = 980.6199 gals.).
 NL0345
 NL0345.The modeled gravity was interpolated from observed gravity values.
 NL0345
 NL0345;                    North         East    Units  Estimated Accuracy
 NL0345;SPC IA N     - 1,062,780.    1,331,380.      MT  (+/- 180 meters Scaled)
 NL0345
 NL0345                          SUPERSEDED SURVEY CONTROL
 NL0345
 NL0345  NGVD 29 (??/??/92)  403.050  (m)         1322.34   (f) ADJ UNCH    2 0
 NL0345
 NL0345.Superseded values are not recommended for survey control.
 NL0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0345.See file dsdata.txt to determine how the superseded data were derived.
 NL0345
 NL0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG900581(NAD 83)
 NL0345_MARKER: DB = BENCH MARK DISK
 NL0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0345_STAMPING: F 91 1935
 NL0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0345+STABILITY: SURFACE MOTION
 NL0345
 NL0345  HISTORY     - Date     Condition        Report By
 NL0345  HISTORY     - 1935     MONUMENTED       CGS
 NL0345  HISTORY     - 1942     GOOD             NGS
 NL0345
 NL0345                          STATION DESCRIPTION
 NL0345
 NL0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NL0345'3.7 MI SE FROM CHARTER OAK.
 NL0345'3.7 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0345'PACIFIC RAILROAD FROM THE FIRST NATIONAL BANK BUILDING AT CHARTER
 NL0345'OAK, 255 FEET WEST-NORTHWEST OF MILEPOST 23, AT THE CROSSING
 NL0345'OF A NORTH-AND-SOUTH ROAD, 48 FEET SOUTHWEST OF THE CENTERLINE
 NL0345'OF THE TRACK, 27 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET
 NL0345'EAST OF THE RIGHT-OF-WAY FENCE CORNER, AND ABOUT 1-1/2 FEET
 NL0345'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 91 1935 AND
 NL0345'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0283 ***********************************************************************
 NL0283  DESIGNATION -  F 93
 NL0283  PID         -  NL0283
 NL0283  STATE/COUNTY-  IA/SAC
 NL0283  USGS QUAD   -  LAKE VIEW (1980)
 NL0283
 NL0283                         *CURRENT SURVEY CONTROL
 NL0283  ___________________________________________________________________
 NL0283* NAD 83(1986)-  42 19 32.     (N)    095 03 10.     (W)     SCALED    
 NL0283* NAVD 88     -       382.780  (meters)    1255.84   (feet)  ADJUSTED  
 NL0283  ___________________________________________________________________
 NL0283  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 NL0283  DYNAMIC HT  -         382.635 (meters)    1255.36  (feet)  COMP
 NL0283  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 NL0283
 NL0283  VERT ORDER  -  SECOND    CLASS 0
 NL0283
 NL0283.The horizontal coordinates were scaled from a topographic map and have
 NL0283.an estimated accuracy of +/- 6 seconds.
 NL0283
 NL0283.The orthometric height was determined by differential leveling
 NL0283.and adjusted by the National Geodetic Survey in June 1991..
 NL0283
 NL0283.The geoid height was determined by GEOID03.
 NL0283
 NL0283.The dynamic height is computed by dividing the NAVD 88
 NL0283.geopotential number by the normal gravity value computed on the
 NL0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0283.degrees latitude (g = 980.6199 gals.).
 NL0283
 NL0283.The modeled gravity was interpolated from observed gravity values.
 NL0283
 NL0283;                    North         East    Units  Estimated Accuracy
 NL0283;SPC IA N     - 1,092,880.    1,372,020.      MT  (+/- 180 meters Scaled)
 NL0283
 NL0283                          SUPERSEDED SURVEY CONTROL
 NL0283
 NL0283  NGVD 29 (??/??/92)  382.674  (m)         1255.49   (f) ADJ UNCH    2 0
 NL0283
 NL0283.Superseded values are not recommended for survey control.
 NL0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0283.See file dsdata.txt to determine how the superseded data were derived.
 NL0283
 NL0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG308879(NAD 83)
 NL0283_MARKER: DB = BENCH MARK DISK
 NL0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0283_STAMPING: F 93 1935
 NL0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0283+STABILITY: SURFACE MOTION
 NL0283
 NL0283  HISTORY     - Date     Condition        Report By
 NL0283  HISTORY     - 1935     MONUMENTED       CGS
 NL0283  HISTORY     - 1943     GOOD             NGS
 NL0283  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0283
 NL0283                          STATION DESCRIPTION
 NL0283
 NL0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0283'1.3 MI N FROM LAKE VIEW.
 NL0283'1.3 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0283'FROM THE STATION AT LAKE VIEW, SAC COUNTY, AT A ROAD CROSSING,
 NL0283'54 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 30 FEET EAST OF
 NL0283'THE CENTERLINE OF THE TRACK, 16 FEET SOUTHWEST OF A FENCE CORNER,
 NL0283'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED F 93 1935
 NL0283'AND SET IN THE TOP OF A CONCRETE POST.
 NL0283
 NL0283                          STATION RECOVERY (1975)
 NL0283
 NL0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0331 ***********************************************************************
 NL0331  DESIGNATION -  F 94
 NL0331  PID         -  NL0331
 NL0331  STATE/COUNTY-  IA/CRAWFORD
 NL0331  USGS QUAD   -  KIRON (1971)
 NL0331
 NL0331                         *CURRENT SURVEY CONTROL
 NL0331  ___________________________________________________________________
 NL0331* NAD 83(1986)-  42 11 54.     (N)    095 15 48.     (W)     SCALED    
 NL0331* NAVD 88     -       416.986  (meters)    1368.06   (feet)  ADJUSTED  
 NL0331  ___________________________________________________________________
 NL0331  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 NL0331  DYNAMIC HT  -         416.821 (meters)    1367.52  (feet)  COMP
 NL0331  MODELED GRAV-     980,212.7   (mgal)                       NAVD 88
 NL0331
 NL0331  VERT ORDER  -  SECOND    CLASS 0
 NL0331
 NL0331.The horizontal coordinates were scaled from a topographic map and have
 NL0331.an estimated accuracy of +/- 6 seconds.
 NL0331
 NL0331.The orthometric height was determined by differential leveling
 NL0331.and adjusted by the National Geodetic Survey in June 1991..
 NL0331
 NL0331.The geoid height was determined by GEOID03.
 NL0331
 NL0331.The dynamic height is computed by dividing the NAVD 88
 NL0331.geopotential number by the normal gravity value computed on the
 NL0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0331.degrees latitude (g = 980.6199 gals.).
 NL0331
 NL0331.The modeled gravity was interpolated from observed gravity values.
 NL0331
 NL0331;                    North         East    Units  Estimated Accuracy
 NL0331;SPC IA N     - 1,079,090.    1,354,380.      MT  (+/- 180 meters Scaled)
 NL0331
 NL0331                          SUPERSEDED SURVEY CONTROL
 NL0331
 NL0331  NGVD 29 (??/??/92)  416.848  (m)         1367.61   (f) ADJ UNCH    2 0
 NL0331
 NL0331.Superseded values are not recommended for survey control.
 NL0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0331.See file dsdata.txt to determine how the superseded data were derived.
 NL0331
 NL0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG131742(NAD 83)
 NL0331_MARKER: DB = BENCH MARK DISK
 NL0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0331_STAMPING: F 94 1935
 NL0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0331+STABILITY: SURFACE MOTION
 NL0331
 NL0331  HISTORY     - Date     Condition        Report By
 NL0331  HISTORY     - 1935     MONUMENTED       CGS
 NL0331  HISTORY     - 1943     GOOD             NGS
 NL0331
 NL0331                          STATION DESCRIPTION
 NL0331
 NL0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0331'3 MI NW FROM BOYER.
 NL0331'3.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0331'FROM THE STATION AT BOYER, CRAWFORD COUNTY, 480 FEET EAST OF
 NL0331'BRIDGE 120, AT A PRIVATE ROAD CROSSING, 48 FEET SOUTH OF THE
 NL0331'CENTERLINE OF THE TRACK, 10 FEET FROM THE CENTER OF A GATE, AND
 NL0331'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED F 94 1935 AND
 NL0331'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0938 ***********************************************************************
 MJ0938  DESIGNATION -  F 95
 MJ0938  PID         -  MJ0938
 MJ0938  STATE/COUNTY-  IA/MONONA
 MJ0938  USGS QUAD   -  MOORHEAD (1971)
 MJ0938
 MJ0938                         *CURRENT SURVEY CONTROL
 MJ0938  ___________________________________________________________________
 MJ0938* NAD 83(1986)-  41 58 25.     (N)    095 47 35.     (W)     SCALED    
 MJ0938* NAVD 88     -       344.360  (meters)    1129.79   (feet)  ADJUSTED  
 MJ0938  ___________________________________________________________________
 MJ0938  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 MJ0938  DYNAMIC HT  -         344.223 (meters)    1129.34  (feet)  COMP
 MJ0938  MODELED GRAV-     980,217.0   (mgal)                       NAVD 88
 MJ0938
 MJ0938  VERT ORDER  -  SECOND    CLASS 0
 MJ0938
 MJ0938.The horizontal coordinates were scaled from a topographic map and have
 MJ0938.an estimated accuracy of +/- 6 seconds.
 MJ0938
 MJ0938.The orthometric height was determined by differential leveling
 MJ0938.and adjusted by the National Geodetic Survey in June 1991..
 MJ0938
 MJ0938.The geoid height was determined by GEOID03.
 MJ0938
 MJ0938.The dynamic height is computed by dividing the NAVD 88
 MJ0938.geopotential number by the normal gravity value computed on the
 MJ0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0938.degrees latitude (g = 980.6199 gals.).
 MJ0938
 MJ0938.The modeled gravity was interpolated from observed gravity values.
 MJ0938
 MJ0938;                    North         East    Units  Estimated Accuracy
 MJ0938;SPC IA N     - 1,055,190.    1,309,960.      MT  (+/- 180 meters Scaled)
 MJ0938
 MJ0938                          SUPERSEDED SURVEY CONTROL
 MJ0938
 MJ0938  NGVD 29 (??/??/92)  344.210  (m)         1129.30   (f) ADJ UNCH    2 0
 MJ0938
 MJ0938.Superseded values are not recommended for survey control.
 MJ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0938.See file dsdata.txt to determine how the superseded data were derived.
 MJ0938
 MJ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG685506(NAD 83)
 MJ0938_MARKER: DB = BENCH MARK DISK
 MJ0938_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0938_SP_SET: BRIDGE CURB
 MJ0938_STAMPING: F 95 1935
 MJ0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0938
 MJ0938  HISTORY     - Date     Condition        Report By
 MJ0938  HISTORY     - 1935     MONUMENTED       CGS
 MJ0938  HISTORY     - 1949     GOOD             NGS
 MJ0938  HISTORY     - 1977     GOOD             LOCENG
 MJ0938
 MJ0938                          STATION DESCRIPTION
 MJ0938
 MJ0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0938'1.2 MI SW FROM SOLDIER.
 MJ0938'1.2 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MJ0938'THE STATION AT SOLDIER, OPPOSITE THE RAILROAD TRESTLE 233, SET IN
 MJ0938'THE SOUTHEAST CURBING OF THE SOUTHEAST WINGWALL OF A CONCRETE BRIDGE
 MJ0938'OVER THE SOLDIER RIVER, AND ALONG IOWA STATE HIGHWAY 183, ABOUT
 MJ0938'1.0 FOOT HIGHER THAN THE HIGHWAY.
 MJ0938
 MJ0938                          STATION RECOVERY (1977)
 MJ0938
 MJ0938'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 MJ0938'1.2 MILES SOUTHWEST ALONG HIGHWAY 183 FROM INTERSECTION OF HIGHWAY
 MJ0938'183 AND 37 AT SOLDIER SET IN THE NORTHEAST CURB OF THE NORTHEAST WING
 MJ0938'WALL OF A CONCRETE BRIDGE OVER A TRIBUTARY TO THE SOLDIER RIVER.
 MJ0938'HIGHWAY STATION 281+24 1.0 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0313 ***********************************************************************
 MJ0313  DESIGNATION -  F 96
 MJ0313  PID         -  MJ0313
 MJ0313  STATE/COUNTY-  IA/SHELBY
 MJ0313  USGS QUAD   -  EARLING (1971)
 MJ0313
 MJ0313                         *CURRENT SURVEY CONTROL
 MJ0313  ___________________________________________________________________
 MJ0313* NAD 83(1986)-  41 45 42.     (N)    095 26 48.     (W)     SCALED    
 MJ0313* NAVD 88     -       390.457  (meters)    1281.02   (feet)  ADJUSTED  
 MJ0313  ___________________________________________________________________
 MJ0313  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 MJ0313  DYNAMIC HT  -         390.271 (meters)    1280.41  (feet)  COMP
 MJ0313  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 MJ0313
 MJ0313  VERT ORDER  -  SECOND    CLASS 0
 MJ0313
 MJ0313.The horizontal coordinates were scaled from a topographic map and have
 MJ0313.an estimated accuracy of +/- 6 seconds.
 MJ0313
 MJ0313.The orthometric height was determined by differential leveling
 MJ0313.and adjusted by the National Geodetic Survey in June 1991..
 MJ0313
 MJ0313.The geoid height was determined by GEOID03.
 MJ0313
 MJ0313.The dynamic height is computed by dividing the NAVD 88
 MJ0313.geopotential number by the normal gravity value computed on the
 MJ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0313.degrees latitude (g = 980.6199 gals.).
 MJ0313
 MJ0313.The modeled gravity was interpolated from observed gravity values.
 MJ0313
 MJ0313;                    North         East    Units  Estimated Accuracy
 MJ0313;SPC IA S     -   197,450.      338,130.      MT  (+/- 180 meters Scaled)
 MJ0313
 MJ0313                          SUPERSEDED SURVEY CONTROL
 MJ0313
 MJ0313  NGVD 29 (??/??/92)  390.320  (m)         1280.57   (f) ADJ UNCH    2 0
 MJ0313
 MJ0313.Superseded values are not recommended for survey control.
 MJ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0313.See file dsdata.txt to determine how the superseded data were derived.
 MJ0313
 MJ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG966262(NAD 83)
 MJ0313_MARKER: DB = BENCH MARK DISK
 MJ0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0313_SP_SET: CULVERT
 MJ0313_STAMPING: 1280.460 F 96 1935
 MJ0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0313
 MJ0313  HISTORY     - Date     Condition        Report By
 MJ0313  HISTORY     - 1935     MONUMENTED       CGS
 MJ0313  HISTORY     - 1942     GOOD             NGS
 MJ0313
 MJ0313                          STATION DESCRIPTION
 MJ0313
 MJ0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MJ0313'1.8 MI SW FROM EARLING.
 MJ0313'1.8 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0313'PACIFIC RAILROAD FROM THE STATION AT EARLING, SHELBY COUNTY,
 MJ0313'12-1/2 POLES NORTHEAST OF MILEPOST 438, AT THE CROSSING OF AN
 MJ0313'EAST-AND-WEST ROAD, 54 FEET SOUTHWEST OF THE CENTERLINE OF THE
 MJ0313'ROAD, 12 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 MJ0313'2-FOOT CAST-IRON CULVERT Z 1442-1/4 UNDER THE TRACK, IN THE TOP
 MJ0313'OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL, AND 1/2 FOOT
 MJ0313'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 MJ0313'1280.460 F 96 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0648 ***********************************************************************
 MJ0648  DESIGNATION -  F 97
 MJ0648  PID         -  MJ0648
 MJ0648  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0648  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0648
 MJ0648                         *CURRENT SURVEY CONTROL
 MJ0648  ___________________________________________________________________
 MJ0648* NAD 83(1986)-  41 12 11.     (N)    095 45 28.     (W)     SCALED    
 MJ0648* NAVD 88     -       341.978  (meters)    1121.97   (feet)  ADJUSTED  
 MJ0648  ___________________________________________________________________
 MJ0648  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 MJ0648  DYNAMIC HT  -         341.840 (meters)    1121.52  (feet)  COMP
 MJ0648  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 MJ0648
 MJ0648  VERT ORDER  -  SECOND    CLASS 0
 MJ0648
 MJ0648.The horizontal coordinates were scaled from a topographic map and have
 MJ0648.an estimated accuracy of +/- 6 seconds.
 MJ0648
 MJ0648.The orthometric height was determined by differential leveling
 MJ0648.and adjusted by the National Geodetic Survey in June 1991..
 MJ0648
 MJ0648.The geoid height was determined by GEOID03.
 MJ0648
 MJ0648.The dynamic height is computed by dividing the NAVD 88
 MJ0648.geopotential number by the normal gravity value computed on the
 MJ0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0648.degrees latitude (g = 980.6199 gals.).
 MJ0648
 MJ0648.The modeled gravity was interpolated from observed gravity values.
 MJ0648
 MJ0648;                    North         East    Units  Estimated Accuracy
 MJ0648;SPC IA S     -   136,060.      310,660.      MT  (+/- 180 meters Scaled)
 MJ0648
 MJ0648                          SUPERSEDED SURVEY CONTROL
 MJ0648
 MJ0648  NGVD 29 (??/??/92)  341.872  (m)         1121.63   (f) ADJ UNCH    2 0
 MJ0648
 MJ0648.Superseded values are not recommended for survey control.
 MJ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0648.See file dsdata.txt to determine how the superseded data were derived.
 MJ0648
 MJ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF687649(NAD 83)
 MJ0648_MARKER: DB = BENCH MARK DISK
 MJ0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0648_STAMPING: F 97 1935
 MJ0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0648+STABILITY: SURFACE MOTION
 MJ0648
 MJ0648  HISTORY     - Date     Condition        Report By
 MJ0648  HISTORY     - 1935     MONUMENTED       CGS
 MJ0648  HISTORY     - 1947     GOOD             NGS
 MJ0648
 MJ0648                          STATION DESCRIPTION
 MJ0648
 MJ0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0648'5.8 MI NW FROM MINEOLA.
 MJ0648'IN POTTAWATTAMIE COUNTY, 5.8 MILES NORTHWEST ALONG THE WABASH
 MJ0648'RAILROAD FROM THE STATION AT MINEOLA, MILLS COUNTY, 9 POLES
 MJ0648'NORTHWEST OF MILEPOST 403-11, AT A FARM-ROAD CROSSING, 54 FEET
 MJ0648'NORTHWEST OF THE CENTERLINE OF THE ROAD, 42 FEET SOUTHWEST OF
 MJ0648'THE CENTERLINE OF THE TRACK, 12 FEET EAST OF A POLE, 4 FEET
 MJ0648'NORTHEAST OF A FENCE, AND LEVEL WITH THE TRACK.  A STANDARD
 MJ0648'DISK, STAMPED F 97 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0448 ***********************************************************************
 MJ0448  DESIGNATION -  F 99
 MJ0448  PID         -  MJ0448
 MJ0448  STATE/COUNTY-  IA/CASS
 MJ0448  USGS QUAD   -  LEWIS (1971)
 MJ0448
 MJ0448                         *CURRENT SURVEY CONTROL
 MJ0448  ___________________________________________________________________
 MJ0448* NAD 83(1986)-  41 18 22.     (N)    095 05 32.     (W)     SCALED    
 MJ0448* NAVD 88     -       353.193  (meters)    1158.77   (feet)  ADJUSTED  
 MJ0448  ___________________________________________________________________
 MJ0448  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 MJ0448  DYNAMIC HT  -         353.059 (meters)    1158.33  (feet)  COMP
 MJ0448  MODELED GRAV-     980,230.6   (mgal)                       NAVD 88
 MJ0448
 MJ0448  VERT ORDER  -  SECOND    CLASS 0
 MJ0448
 MJ0448.The horizontal coordinates were scaled from a topographic map and have
 MJ0448.an estimated accuracy of +/- 6 seconds.
 MJ0448
 MJ0448.The orthometric height was determined by differential leveling
 MJ0448.and adjusted by the National Geodetic Survey in June 1991..
 MJ0448
 MJ0448.The geoid height was determined by GEOID03.
 MJ0448
 MJ0448.The dynamic height is computed by dividing the NAVD 88
 MJ0448.geopotential number by the normal gravity value computed on the
 MJ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0448.degrees latitude (g = 980.6199 gals.).
 MJ0448
 MJ0448.The modeled gravity was interpolated from observed gravity values.
 MJ0448
 MJ0448;                    North         East    Units  Estimated Accuracy
 MJ0448;SPC IA S     -   146,260.      366,670.      MT  (+/- 180 meters Scaled)
 MJ0448
 MJ0448                          SUPERSEDED SURVEY CONTROL
 MJ0448
 MJ0448  NGVD 29 (??/??/92)  353.120  (m)         1158.53   (f) ADJ UNCH    2 0
 MJ0448
 MJ0448.Superseded values are not recommended for survey control.
 MJ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0448.See file dsdata.txt to determine how the superseded data were derived.
 MJ0448
 MJ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF248748(NAD 83)
 MJ0448_MARKER: DB = BENCH MARK DISK
 MJ0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0448_STAMPING: F 99 1935
 MJ0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0448+STABILITY: SURFACE MOTION
 MJ0448
 MJ0448  HISTORY     - Date     Condition        Report By
 MJ0448  HISTORY     - 1935     MONUMENTED       CGS
 MJ0448  HISTORY     - 1945     MARK NOT FOUND   NGS
 MJ0448
 MJ0448                          STATION DESCRIPTION
 MJ0448
 MJ0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 MJ0448'AT LEWIS.
 MJ0448'AT LEWIS, CASS COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0448'RAILROAD, 63 FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION,
 MJ0448'19 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, 7 FEET SOUTH
 MJ0448'OF A POLE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 MJ0448'F 99 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- STATION
 MJ0448'IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0751 ***********************************************************************
 MG0751  DESIGNATION -  FAIR
 MG0751  PID         -  MG0751
 MG0751  STATE/COUNTY-  IA/SCOTT
 MG0751  USGS QUAD   -  DAVENPORT EAST (1993)
 MG0751
 MG0751                         *CURRENT SURVEY CONTROL
 MG0751  ___________________________________________________________________
 MG0751* NAD 83(1996)-  41 32 10.52668(N)    090 37 21.23857(W)     ADJUSTED  
 MG0751* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 MG0751  ___________________________________________________________________
 MG0751  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 MG0751  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MG0751
 MG0751  HORZ ORDER  -  FIRST
 MG0751
 MG0751.The horizontal coordinates were established by classical geodetic methods
 MG0751.and adjusted by the National Geodetic Survey in May 1999..
 MG0751
 MG0751.The orthometric height was scaled from a topographic map.
 MG0751
 MG0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0751
 MG0751.The geoid height was determined by GEOID03.
 MG0751
 MG0751;                    North         East     Units Scale Factor Converg.
 MG0751;SPC IA S     -   174,572.756   740,068.557   MT  0.99996547   +1 53 43.3
 MG0751;SPC IL W     -   540,678.647   661,957.558   MT  0.99995898   -0 18 08.3
 MG0751;SPC IL W     - 1,773,876.53  2,171,772.42   sFT  0.99995898   -0 18 08.3
 MG0751;UTM  15      - 4,601,018.719   698,323.462   MT  1.00008405   +1 34 37.1
 MG0751
 MG0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0751!SPC IA S     -   0.99997048  x   0.99996547  =   0.99993596
 MG0751!SPC IL W     -   0.99997048  x   0.99995898  =   0.99992947
 MG0751!UTM  15      -   0.99997048  x   1.00008405  =   1.00005453
 MG0751
 MG0751:                Primary Azimuth Mark                     Grid Az
 MG0751:SPC IA S     -  FAIR RM 1                                085 20 08.5
 MG0751:SPC IL W     -  FAIR RM 1                                087 32 00.1
 MG0751:UTM  15      -  FAIR RM 1                                085 39 14.7
 MG0751
 MG0751|---------------------------------------------------------------------|
 MG0751| PID    Reference Object                     Distance      Geod. Az  |
 MG0751|                                                           dddmmss.s |
 MG0751| CL8483 FAIR RM 1                                          0871351.8 |
 MG0751| MG0745 BETTENDORF SILVER WATER TANK        APPROX.10.0 KM 0940050.9 |
 MG0751| MG0746 DAVENPORT S HEART CATH SPIRE        APPROX. 4.5 KM 0984432.0 |
 MG0751| MG0750 DAVENPORT WOC RADIO N TOWER         APPROX. 4.1 KM 1002540.2 |
 MG0751| MG0748 DAVENPORT WOC RADIO S TOWER         APPROX. 4.1 KM 1013619.7 |
 MG0751| MG0747 DAVENPORT AMER BANK BLDG TWR        APPROX. 4.2 KM 1115806.2 |
 MG0751| CL8484 FAIR RM 2                            39.324 METERS 32648     |
 MG0751|---------------------------------------------------------------------|
 MG0751
 MG0751                          SUPERSEDED SURVEY CONTROL
 MG0751
 MG0751  NAD 83(1986)-  41 32 10.52913(N)    090 37 21.24937(W) AD(       ) 1
 MG0751  NAD 27      -  41 32 10.41400(N)    090 37 20.74700(W) AD(       ) 1
 MG0751
 MG0751.Superseded values are not recommended for survey control.
 MG0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0751.See file dsdata.txt to determine how the superseded data were derived.
 MG0751
 MG0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG9832301019(NAD 83)
 MG0751_MARKER: DS = TRIANGULATION STATION DISK
 MG0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0751
 MG0751  HISTORY     - Date     Condition        Report By
 MG0751  HISTORY     - 1930     MONUMENTED       CGS
 MG0751  HISTORY     - 1931     GOOD             CGS
 MG0751  HISTORY     - 1972     MARK NOT FOUND   ILHD
 MG0751  HISTORY     - 1972     MARK NOT FOUND   NGS
 MG0751  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 MG0751
 MG0751                          STATION DESCRIPTION
 MG0751
 MG0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0751'STATION IS ON THE W SIDE OF THE FAIRGROUNDS IN DAVENPORT, 18
 MG0751'FEET E OF THE WESTERN FAIRGROUNDS FENCE, AND 20 FEET S OF
 MG0751'THE W GATE THAT OPENS INTO THE FAIRGROUNDS NEAR HORSE STABLES
 MG0751'NOS. 1 AND 2.  THE MARK IS ABOUT 50 FEET NW OF THE NW CORNER
 MG0751'OF HORSE STABLE NO. 2.
 MG0751'
 MG0751'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MG0751'DISKS SET IN CONCRETE.
 MG0751'
 MG0751'REFERENCE MARK NO. 1 IS 1 FOOT FROM S FACE OF EXPOSITION
 MG0751'BUILDING AND 5 FEET W OF THE SE CORNER OF THAT BUILDING.
 MG0751'REFERENCE MARK NO. 2 IS ON FENCE LINE ON W SIDE OF ROAD
 MG0751'WHICH RUNS N AND S ALONG W SIDE OF FAIRGROUNDS, AND IS ABOUT
 MG0751'175 YARDS S OF THE NW CORNER OF THE GROUNDS.
 MG0751'
 MG0751'TO REACH FROM CITY PROPER GO W TO FAIRGROUNDS, FOLLOW CONCRETE
 MG0751'ROAD ALONG N SIDE OF GROUNDS TO NW CORNER OF GROUNDS, THENCE
 MG0751'S ABOUT 200 YARDS TO ABOVE GATE.
 MG0751'
 MG0751'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MG0751
 MG0751                          STATION RECOVERY (1931)
 MG0751
 MG0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HWH)
 MG0751'STATION FOUND AS DESCRIBED AND ALL MARKS IN PERFECT CONDITION.
 MG0751
 MG0751                          STATION RECOVERY (1972)
 MG0751
 MG0751'RECOVERY NOTE BY IL HIGHWAY DEPT 1972 (DRR)
 MG0751'FAIR-DID NOT FIND
 MG0751'
 MG0751'FAIR NO. 1, 1930-GOOD
 MG0751'
 MG0751'FAIR NO. 2, 1930-DID NOT FIND
 MG0751'
 MG0751'R.M. 1 WAS RECOVERED AND IN GOOD CONDITION.  STATION FAIR
 MG0751'WAS NOT RECOVERED.  VERY LITTLE TIME WAS SPENT SEARCHING
 MG0751'FOR IT BECAUSE IT COULD NOT BE USED BY THIS PARTY BECAUSE OF THE
 MG0751'OBSTRUCTIONS.  IT WOULD CALL FOR A TOWER TO SEE OVER THE
 MG0751'BUILDINGS.  IT ALSO APPEARS THAT THE CONSTRUCTION OF A HOUSING
 MG0751'DIVISION ON THE WEST SIDE OF THE FAIRGROUNDS PROBABLY DESTROYED
 MG0751'R.M. 2.
 MG0751
 MG0751                          STATION RECOVERY (1972)
 MG0751
 MG0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MG0751'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  REFERENCE
 MG0751'MARK 2 WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY
 MG0751'NEW HOUSING AT THE SITE.  A SEARCH WAS MADE FOR THE STATION
 MG0751'MARK BY NOTHING WAS FOUND BY USING EXISTING MEASUREMENTS.
 MG0751'THERE IS A POSSIBILITY THAT THE MARK (UNDERGROUND IS STILL
 MG0751'IN PLACE BUT WAS NOT FOUND AFTER A LONG SEARCH AND A LOT
 MG0751'OF PROBING.
 MG0751'
 MG0751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DAVENPORT
 MG0751
 MG0751                          STATION RECOVERY (1996)
 MG0751
 MG0751'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0532 ***********************************************************************
 LE0532  CBN         -  This is a Cooperative Base Network Control Station.
 LE0532  DESIGNATION -  FAIRALL
 LE0532  PID         -  LE0532
 LE0532  STATE/COUNTY-  IA/WAYNE
 LE0532  USGS QUAD   -  HUMESTON (1982)
 LE0532
 LE0532                         *CURRENT SURVEY CONTROL
 LE0532  ___________________________________________________________________
 LE0532* NAD 83(1996)-  40 46 05.13307(N)    093 29 13.95856(W)     ADJUSTED  
 LE0532* NAVD 88     -       338.28   (meters)    1109.8    (feet)  LEVELING  
 LE0532  ___________________________________________________________________
 LE0532  X           -    -294,255.454 (meters)                     COMP
 LE0532  Y           -  -4,828,722.427 (meters)                     COMP
 LE0532  Z           -   4,143,152.762 (meters)                     COMP
 LE0532  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 LE0532  ELLIP HEIGHT-         306.70  (meters)          (06/15/04) GPS OBS
 LE0532  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 LE0532
 LE0532  HORZ ORDER  -  B
 LE0532  VERT ORDER  -  THIRD ?
 LE0532  ELLP ORDER  -  FOURTH    CLASS I
 LE0532
 LE0532.The horizontal coordinates were established by GPS observations
 LE0532.and adjusted by the National Geodetic Survey in August 1997..
 LE0532
 LE0532.The orthometric height was determined by differential leveling.
 LE0532.The vertical network tie was performed by a horz. field party for horz.
 LE0532.obs reductions. Reset procedures were used to establish the elevation.
 LE0532
 LE0532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LE0532
 LE0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0532
 LE0532.The ellipsoidal height was determined by GPS observations
 LE0532.and is referenced to NAD 83.
 LE0532
 LE0532.The geoid height was determined by GEOID03.
 LE0532
 LE0532;                    North         East     Units Scale Factor Converg.
 LE0532;SPC IA S     -    85,295.451   501,079.767   MT  0.99997673   +0 00 30.3
 LE0532;UTM  15      - 4,513,127.812   458,881.478   MT  0.99962081   -0 19 05.3
 LE0532
 LE0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0532!SPC IA S     -   0.99995189  x   0.99997673  =   0.99992862
 LE0532!UTM  15      -   0.99995189  x   0.99962081  =   0.99957272
 LE0532
 LE0532|---------------------------------------------------------------------|
 LE0532| PID    Reference Object                     Distance      Geod. Az  |
 LE0532|                                                           dddmmss.s |
 LE0532| CL8486 FAIRALL RM 1                         25.150 METERS 04918     |
 LE0532| CL8488 FAIRALL RM 3                         11.557 METERS 08610     |
 LE0532| LE0533 FAIRALL AZ MK                       APPROX. 0.6 KM 0890929.2 |
 LE0532| LE0527 CORYDON CITY WATER TANK             APPROX.14.2 KM 0941012.1 |
 LE0532| LE0526 CORYDON COURTHOUSE                  APPROX.14.3 KM 0943134.3 |
 LE0532| LE0528 CORYDON IOWA PRIMARY SCHOOL         APPROX.14.1 KM 0944639.1 |
 LE0532| LE0589 LEON WATER TANK                     APPROX.22.2 KM 2620050.9 |
 LE0532| CL8489 FAIRALL RM 4                        201.930 METERS 27118     |
 LE0532| CL8487 FAIRALL RM 2                        202.800 METERS 27616     |
 LE0532| LE0577 MICROWAVE TOWER KAO 54 NE LEON      APPROX. 9.4 KM 2860239.2 |
 LE0532| LE0531 HUMESTON CITY WATER TANK            APPROX.10.1 KM 3552022.2 |
 LE0532|---------------------------------------------------------------------|
 LE0532
 LE0532                          SUPERSEDED SURVEY CONTROL
 LE0532
 LE0532  ELLIP H (08/25/97)  306.75   (m)                       GP(       ) 4 1
 LE0532  NAD 83(1986)-  40 46 05.12997(N)    093 29 13.96983(W) AD(       ) 1
 LE0532  NAD 27      -  40 46 05.10900(N)    093 29 13.19360(W) AD(       ) 1
 LE0532  NGVD 29 (07/19/86)  338.15   (m)         1109.4    (f) LEVELING    3  
 LE0532
 LE0532.Superseded values are not recommended for survey control.
 LE0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0532.See file dsdata.txt to determine how the superseded data were derived.
 LE0532
 LE0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF5888113128(NAD 83)
 LE0532_MARKER: DS = TRIANGULATION STATION DISK
 LE0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0532_STAMPING: FAIRALL 1928
 LE0532_MARK LOGO: CGS   
 LE0532_MAGNETIC: N = NO MAGNETIC MATERIAL
 LE0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0532+STABILITY: SURFACE MOTION
 LE0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0532+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 LE0532
 LE0532  HISTORY     - Date     Condition        Report By
 LE0532  HISTORY     - 1928     MONUMENTED       CGS
 LE0532  HISTORY     - 1934     GOOD             IAGS
 LE0532  HISTORY     - 1958     GOOD             CGS
 LE0532  HISTORY     - 1971     GOOD             USE
 LE0532  HISTORY     - 1980     GOOD             NGS
 LE0532  HISTORY     - 19970123 GOOD             IADT
 LE0532  HISTORY     - 20060522 GOOD             GEOCAC
 LE0532
 LE0532                          STATION DESCRIPTION
 LE0532
 LE0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 LE0532'ABOUT 8-1/2 MILES WEST AND 1-1/2 MILES NORTH OF CORYDON, 6
 LE0532'MILES SOUTH AND 1/2 MILE EAST OF HUMESTON, ON THE NORTH SIDE OF
 LE0532'THE NORTHEAST QUARTER OF SEC. 22, T. 69 N., R. 23 W., ON LAND
 LE0532'OWNED BY MR. SAM FAIRALL WHO LIVES 100 METERS EAST OF THE
 LE0532'STATION.  THE STATION IS IN A SMALL PASTURE TO THE WEST OF THE
 LE0532'FAIRALL HOUSE, 74.35 METERS WEST OF THE FENCE DIVIDING PASTURE
 LE0532'AND SMALL ORCHARD, 5.49 METERS SOUTH OF ROAD FENCE, 11.41
 LE0532'METERS SOUTH OF THE CENTER LINE OF THE ROAD, 200 METERS EAST OF
 LE0532'THE FENCE AT THE WEST SIDE OF THE PASTURE.
 LE0532'
 LE0532'SURFACE STATION MARK IS A STANDARD DISK TRIANGULATION MARK
 LE0532'SET IN CONCRETE POST 4 INCHES ABOVE SURFACE OF GROUND.
 LE0532'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE BLOCK 5
 LE0532'FEET BELOW SURFACE OF GROUND.
 LE0532'
 LE0532'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION,
 LE0532'5.40 METERS NORTH OF THE CENTER LINE OF THE ROAD AND IN THE
 LE0532'FENCE ROW.
 LE0532'
 LE0532'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION,
 LE0532'6.40 METERS NORTH OF THE CENTER LINE OF THE ROAD AND IN THE
 LE0532'FENCE ROW.
 LE0532'
 LE0532'HEIGHT OF SIGNAL ABOVE STATION MARK - 30.6 METERS.
 LE0532
 LE0532                          STATION RECOVERY (1934)
 LE0532
 LE0532'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 LE0532'THE STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  THE
 LE0532'DESCRIPTIONS ARE ALRIGHT EXCEPT THAT REFERENCE MARK NO. 2
 LE0532'IS NORTH-NORTHWEST OF THE STATION, ABOUT 21 FEET NORTH OF THE
 LE0532'CENTER LINE OF THE ROAD AND IN A FENCE CORNER AT THE NORTH AND
 LE0532'SOUTH CENTER LINE OF SECTION 22.
 LE0532
 LE0532                          STATION RECOVERY (1958)
 LE0532
 LE0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LE0532'THIS STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND
 LE0532'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY BOTH
 LE0532'REFERENCE MARKS, SO THEY WERE MOVED.  A COMPLETE DESCRIPTION
 LE0532'FOLLOWS.
 LE0532'
 LE0532'STATION IS LOCATED ABOUT 9 MILES WEST OF CORYDON AND 6 MILES SOUTH OF
 LE0532'HUMESTON ON THE NORTH SIDE OF THE NE 1/4 OF SEC. 22. T 69 N. R 23 W
 LE0532'ON LAND OWNED BY MR. SAM FAIRALL WHO LIVES ABOUT 200 YARDS EAST OF
 LE0532'THE STATION.  660 FEET EAST OF A NORTH-SOUTH HALF SECTION-LINE
 LE0532'FENCE, 40 FEET WEST OF A TELEPHONE POLE, 33 FEET SOUTH OF THE
 LE0532'CENTER OF GRADED ROAD, AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 LE0532'PROJECTS 12 INCHES AND THE DISK IS STAMPED FAIRALL 1928.
 LE0532'
 LE0532'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 29 FEET SOUTH OF THE
 LE0532'CENTER OF GRADED ROAD, 2 FEET WEST OF A TELEPHONE POLE, AND 2
 LE0532'FEET NORTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LE0532'IS STAMPED FAIRALL NO 3 1928.
 LE0532'
 LE0532'REFERENCE MARK NO. 4 IS WEST OF THE STATION, 32 FEET SOUTH OF
 LE0532'THE CENTER OF GRADED ROAD, 3 FEET SOUTH OF A TELEPHONE POLE,
 LE0532'2 FEET WEST OF A NORTH-SOUTH HALF SECTION-LINE FENCE, AND 1
 LE0532'FOOT SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 LE0532'DISK IS STAMPED FAIRALL NO 4 1928.
 LE0532'
 LE0532'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE
 LE0532'IN CORYDON, GO WEST ON STATE HIGHWAY 2 FOR 9.4 MILES TO JUNCTION
 LE0532'WITH U.S. HIGHWAY 65.  TURN RIGHT AND GO NORTH ON U.S. HIGHWAY
 LE0532'65 AND STATE HIGHWAY 2 FOR 0.5 MILE TO WHERE STATE HIGHWAY
 LE0532'2 GOES WEST AGAIN.  CONTINUE NORTH ON U.S. HIGHWAY 65 FOR 0.5
 LE0532'MILE TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.5
 LE0532'MILE TO REFERENCE MARK NO. 4 ON THE RIGHT.  CONTINUE EAST FOR
 LE0532'0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LE0532
 LE0532                          STATION RECOVERY (1971)
 LE0532
 LE0532'RECOVERY NOTE BY US ENGINEERS 1971 (WDD)
 LE0532'FAIRALL 1928 OK.
 LE0532'
 LE0532'POWER POLE ON LINE BETWEEN STATION AND HUMESTON CITY WATER TANK.
 LE0532'
 LE0532'TREES ON LINE FROM STATION TO LEON WATER TANK.
 LE0532'
 LE0532'DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES WEST OF CORYDON
 LE0532'AND 6 MILES SOUTH OF HUMESTON.
 LE0532
 LE0532                          STATION RECOVERY (1980)
 LE0532
 LE0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LE0532'SURFACE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN
 LE0532'GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AND A POLARIS
 LE0532'OBSERVATION WAS TAKEN.  THE DISTANCE TO REFERENCE MARK 3 WAS 0.002
 LE0532'METER LONGER THAN 1958 DATA AND THE DIRECTION WAS 20.8 SECONDS
 LE0532'LARGER.  THE DIRECTION TO REFERENCE MARK 4 WAS 1 MINUTE, 14.4 SECONDS
 LE0532'SMALLER THAN 1958 DATA AND THE DISTANCE WAS 0.019 METER SHORTER.  THE
 LE0532'DIRECTION TO THE MICROWAVE TOWER KAO 54 NE LEON WAS 26 MINUTES, 58.4
 LE0532'SECONDS SMALLER THAN AN INVERSE COMPUTED DIRECTION.  THE TOWER WAS
 LE0532'VISITED AND IS THE SAME TOWER POSITIONED IN 1958.  A NEW DESCRIPTION
 LE0532'FOLLOWS.
 LE0532'
 LE0532'THE STATION IS ABOUT 9 MILES WEST OF CORYDON, 6 MILES SOUTH OF
 LE0532'HUMESTON, 1/2 MILE EAST OF U.S. HIGHWAY 65, 1/2 MILE NORTH OF STATE
 LE0532'HIGHWAY 2 AND IN THE NE 114, SEC22, T69N, R23W.  IT IS BELIEVED TO BE
 LE0532'ON PROPERTY OWNED BY JOHN F. KUENY, WHOSE RESIDENCE IS ABOUT 1 MILE
 LE0532'EAST OF THE STATION, HOWEVER, THIS COULD NOT BE DETERMINED FOR SURE.
 LE0532'
 LE0532'TO REACH THE STATION FROM THE COURTHOUSE IN CORYDON, GO WEST ON STATE
 LE0532'HIGHWAY 2 FOR 9.5 MILES TO THE JUNCTION OF U.S. HIGHWAY 65.  TURN
 LE0532'RIGHT AND GO NORTH ON HIGHWAY 65 FOR 0.5 MILE TO A SIDEROAD
 LE0532'RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.5 MILE TO
 LE0532'REFERENCE MARK 4 ON THE RIGHT.  CONTINUE EAST FOR 0.1 MILE TO THE
 LE0532'STATION ON THE RIGHT.
 LE0532'
 LE0532'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 LE0532'ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT, ABOUT 50 YARDS WEST OF A
 LE0532'CROSSROAD.
 LE0532'
 LE0532'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---FAIRALL 1928---SET
 LE0532'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 12 INCHES.  IT IS
 LE0532'68.5 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE THAT IS NOTCHED ON ITS
 LE0532'EAST SIDE, 33.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3.0 FEET
 LE0532'SOUTH OF A WITNESS POST, 2.7 FEET SOUTH OF A FENCE, 233 FEET EAST OF A
 LE0532'FIELD ENTRANCE AND 224.0 FEET EAST OF THE EAST ONE OF TWO TALL GATE
 LE0532'POSTS.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LE0532'
 LE0532'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---FAIRALL NO 3 1928---SET
 LE0532'IN THE TOP OF A ROUND CONCRETE POST THAT IS 4 INCHES BELOW THE GROUND
 LE0532'SURFACE.  IT IS 38.5 FEET EAST OF THE WITNESS POST, 29.0 FEET SOUTH OF
 LE0532'THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF THE FENCE.
 LE0532'
 LE0532'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---FAIRALL NO. 4
 LE0532'1928---SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 2
 LE0532'INCHES.  IT IS 58.0 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 34.0
 LE0532'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.8 FEET SOUTHWEST OF A
 LE0532'FENCE CORNER, 2.5 FEET WEST OF A FENCE AND 1.4 FEET SOUTH OF A
 LE0532'WITNESS POST.
 LE0532'
 LE0532'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---FAIRALL 1928 1980---SET
 LE0532'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 36
 LE0532'FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.5 FEET SOUTH OF A FENCE,
 LE0532'2.8 FEET NORTHWEST OF THE FIRST POWERLINE POLE WEST OF A CROSSROAD
 LE0532'AND 1.7 FEET EAST OF A WITNESS POST.  A TALL TRIPOD IS NEEDED.
 LE0532'
 LE0532'REBAR WAS DRIVEN ALONGSIDE THE SURFACE STATION MARK AND REFERENCE
 LE0532'MARK 3.  A PIECE OF REBAR IS IMBEDDED IN THE AZIMUTH MARK.
 LE0532
 LE0532                          STATION RECOVERY (1997)
 LE0532
 LE0532'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1997 (DMO)
 LE0532'RECOVERED IN 1996 BY IOWA DOT.  LOCATED IN THE NORTHEAST 1/4, SECTION
 LE0532'22, T 69 N, R 23 W.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 LE0532'HWY 65 AND IOWA HWY 2, GO NORTH ON HWY 65 FOR 0.5 MI (0.8 KM) TO A
 LE0532'GRAVEL ROAD EAST (NEWTON AVE.) .  TURN RIGHT AND GO EAST 0.6 MI (1.0
 LE0532'KM) TO THE STATION ON THE RIGHT.  A PINK STATE HARN SURVEY SIGN WAS
 LE0532'SET 1.0 M (3.3 FT) NORTH-NORTHWEST OF THE MONUMENT.
 LE0532
 LE0532                          STATION RECOVERY (2006)
 LE0532
 LE0532'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LE0532'STATION, RM3, RM4, AND AZ IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0480 ***********************************************************************
 NK0480  DESIGNATION -  FAIRBANK MUNICIPAL TANK
 NK0480  PID         -  NK0480
 NK0480  STATE/COUNTY-  IA/BUCHANAN
 NK0480  USGS QUAD   -  FAIRBANK (1971)
 NK0480
 NK0480                         *CURRENT SURVEY CONTROL
 NK0480  ___________________________________________________________________
 NK0480* NAD 83(1996)-  42 38 22.50446(N)    092 02 57.69511(W)     ADJUSTED  
 NK0480* NAVD 88     -                                                        
 NK0480  ___________________________________________________________________
 NK0480  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 NK0480  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 NK0480
 NK0480  HORZ ORDER  -  THIRD
 NK0480
 NK0480.The horizontal coordinates were established by classical geodetic methods
 NK0480.and adjusted by the National Geodetic Survey in May 1999..
 NK0480
 NK0480
 NK0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0480
 NK0480.The geoid height was determined by GEOID03.
 NK0480
 NK0480;                    North         East     Units Scale Factor Converg.
 NK0480;SPC IA N     - 1,127,601.634 1,618,963.296   MT  0.99994549   +0 58 59.4
 NK0480;UTM  15      - 4,721,230.528   577,936.765   MT  0.99967473   +0 38 38.3
 NK0480
 NK0480                          SUPERSEDED SURVEY CONTROL
 NK0480
 NK0480  NAD 83(1996)-  42 38 22.50377(N)    092 02 57.69478(W) AD(       ) 4
 NK0480  NAD 83(1986)-  42 38 22.49621(N)    092 02 57.69521(W) AD(       ) 4
 NK0480  NAD 27      -  42 38 22.55500(N)    092 02 57.08000(W) AD(       ) 3
 NK0480
 NK0480.Superseded values are not recommended for survey control.
 NK0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0480.See file dsdata.txt to determine how the superseded data were derived.
 NK0480
 NK0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7793721231(NAD 83)
 NK0480_MARKER: 53 = ELEVATED TANK
 NK0480
 NK0480  HISTORY     - Date     Condition        Report By
 NK0480  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0480
 NK0480                          STATION DESCRIPTION
 NK0480
 NK0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0480'STATION IS THE MUNICIPAL WATER TANK IN THE VILLAGE OF FAIRBANK.
 NK0480'THE TANK IS IN THE CENTRAL PART OF THE TOWN ABOUT 32 YARDS N
 NK0480'OF MAIN STREET CENTER LINE AND ABOUT 26 YARDS E OF THE CENTER
 NK0480'LINE OF SECOND AVENUE.  THE TANK HAS STRAIGHT SIDES AN OVAL
 NK0480'BASE AND A CONICAL TOP WITH AN EIGHT INCH BLACK BALL AT THE PEAK
 NK0480'OF THE TOP.  THE TANK IS SUPPORTED BY FOUR LEGS AND HAS A FIVE
 NK0480'FOOT PIPE AROUND THE FEED PIPE.  THE TANK IS PAINTED BLACK
 NK0480'THE NAME FAIRBANK IS LETTERED ON THE SW FACE IN LARGE WHITE
 NK0480'LETTERS.  THE TANK WAS ERECTED IN 1931.  IT IS ABOUT 125 FEET
 NK0480'FROM THE GROUND TO THE TOP OF THE TANK AND ABOUT 90 FEET
 NK0480'FROM THE GROUND TO THE BASE OF THE TANK.  IT IS THE ONLY
 NK0480'STRUCTURE OF ANY HEIGHT IN THE TOWN AND IS QUITE PROMINENT
 NK0480'FROM THE SURROUNDING COUNTRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0481 ***********************************************************************
 NK0481  DESIGNATION -  FAIRBANK RESET
 NK0481  PID         -  NK0481
 NK0481  STATE/COUNTY-  IA/BLACK HAWK
 NK0481  USGS QUAD   -  FAIRBANK (1971)
 NK0481
 NK0481                         *CURRENT SURVEY CONTROL
 NK0481  ___________________________________________________________________
 NK0481* NAD 83(1996)-  42 37 40.94827(N)    092 06 21.74687(W)     ADJUSTED  
 NK0481* NAVD 88     -       307.     (meters)    1007.     (feet)  SCALED    
 NK0481  ___________________________________________________________________
 NK0481  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 NK0481  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 NK0481
 NK0481  HORZ ORDER  -  FIRST
 NK0481
 NK0481.The horizontal coordinates were established by classical geodetic methods
 NK0481.and adjusted by the National Geodetic Survey in May 1999..
 NK0481
 NK0481.The orthometric height was scaled from a topographic map.
 NK0481
 NK0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0481
 NK0481.The geoid height was determined by GEOID03.
 NK0481
 NK0481;                    North         East     Units Scale Factor Converg.
 NK0481;SPC IA N     - 1,126,241.370 1,614,336.600   MT  0.99994561   +0 56 41.1
 NK0481;UTM  15      - 4,719,898.049   573,303.372   MT  0.99966611   +0 36 19.6
 NK0481
 NK0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0481!SPC IA N     -   0.99995670  x   0.99994561  =   0.99990231
 NK0481!UTM  15      -   0.99995670  x   0.99966611  =   0.99962282
 NK0481
 NK0481:                Primary Azimuth Mark                     Grid Az
 NK0481:SPC IA N     -  WESTGATE MUNICIPAL TANK                  029 19 35.7
 NK0481:UTM  15      -  WESTGATE MUNICIPAL TANK                  029 39 57.2
 NK0481
 NK0481|---------------------------------------------------------------------|
 NK0481| PID    Reference Object                     Distance      Geod. Az  |
 NK0481|                                                           dddmmss.s |
 NK0481| NJ0843 WESTGATE MUNICIPAL TANK             APPROX.18.0 KM 0301616.8 |
 NK0481| NJ0826 OELWEIN CGW RR ROUNDHOUSE STK       APPROX.15.9 KM 0673442.7 |
 NK0481| NK0480 FAIRBANK MUNICIPAL TANK             APPROX. 4.8 KM 0743340.5 |
 NK0481| NJ0815 KING                                APPROX.20.5 KM 0750256.1 |
 NK0481| CI6299 FAIRBANK RM 1                        25.408 METERS 09543     |
 NK0481| CI6300 FAIRBANK RM 2                        32.553 METERS 18203     |
 NK0481| CI6301 FAIRBANK RM 3                        70.714 METERS 22235     |
 NK0481| NK0572 WATERLOO RATH PACKING CO STACK      APPROX.23.5 KM 2293750.4 |
 NK0481| NK0490 WATERLOO IOWA PUB SERV NE STK       APPROX.23.9 KM 2344544.3 |
 NK0481| NK0492 WATERLOO IOWA PUB SERV SW STK       APPROX.23.9 KM 2344506.2 |
 NK0481| CI6298 FAIRBANK AZ MK                                     2671037.6 |
 NK0481| NK0486 READLYN ST PAULS LUTH CH SPIRE      APPROX.12.9 KM 3103831.4 |
 NK0481| NK0483 READLYN MUNICIPAL TANK              APPROX.12.9 KM 3110202.6 |
 NK0481| NK0484 READLYN ZION LUTHERAN CH SPIRE      APPROX.12.5 KM 3111206.2 |
 NK0481| NK0485 ST MATTHEWS LUTHERAN CH SPIRE       APPROX.14.0 KM 3135609.8 |
 NK0481| NK0510 TRIPOLI MUNICIPAL TANK              APPROX.23.9 KM 3282909.2 |
 NK0481|---------------------------------------------------------------------|
 NK0481
 NK0481                          SUPERSEDED SURVEY CONTROL
 NK0481
 NK0481  NAD 83(1996)-  42 37 40.94753(N)    092 06 21.74685(W) AD(       ) 1
 NK0481  NAD 83(1986)-  42 37 40.94039(N)    092 06 21.74647(W) AD(       ) 1
 NK0481  NAD 27      -  42 37 41.00000(N)    092 06 21.11300(W) AD(       ) 1
 NK0481
 NK0481.Superseded values are not recommended for survey control.
 NK0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0481.See file dsdata.txt to determine how the superseded data were derived.
 NK0481
 NK0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7330319898(NAD 83)
 NK0481_MARKER: DS = TRIANGULATION STATION DISK
 NK0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0481_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0481
 NK0481  HISTORY     - Date     Condition        Report By
 NK0481  HISTORY     - 1934     MONUMENTED       CGS
 NK0481  HISTORY     - 1958     SEE DESCRIPTION  CGS
 NK0481  HISTORY     - 1969     SEE DESCRIPTION  USGS
 NK0481
 NK0481                          STATION DESCRIPTION
 NK0481
 NK0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0481'STATION IS ABOUT 3 MILES WSW OF FAIRBANK IN SE 1/4 SEC. 2,
 NK0481'T 90 N, R 11 W, ON THE GROUNDS OF THE OAK GROVE SCHOOL.  THE
 NK0481'MARK IS SET IN THE N PART OF THE SCHOOLYARD, 34 FEET NNW OF
 NK0481'THE NW CORNER OF THE SCHOOL, 25 FEET S OF THE E-W FENCE LINE,
 NK0481'137 FEET N OF THE CENTER OF THE ROAD, 49 FEET E OF N-S FENCE,
 NK0481'27 FEET SSE OF A 20-INCH OAK TREE.  IT IS FLUSH WITH THE
 NK0481'SURFACE OF THE GROUND.
 NK0481'
 NK0481'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0481'BRONZE DISKS SET IN CONCRETE.
 NK0481'
 NK0481'REFERENCE MARK NO. 1 IS E OF THE STATION ON THE E EDGE OF THE
 NK0481'SCHOOLYARD, 58 FEET NE OF THE NE CORNER OF THE SCHOOLHOUSE,
 NK0481'13 FEET N OF A LARGE HICKORY TREE, 30 FEET S OF THE NE CORNER
 NK0481'POST OF THE SCHOOLYARD, 1 FOOT W OF FENCE LINE.  MARK PROJECTS
 NK0481'6 INCHES.
 NK0481'
 NK0481'REFERENCE MARK NO. 2 IS S OF THE STATION, 29 FEET N OF THE
 NK0481'CENTER OF THE ROAD, 50 FEET S OF THE SW CORNER OF THE SCHOOL,
 NK0481'12 FEET SW OF A 24-INCH OAK TREE, PROJECTS 8 INCHES.
 NK0481'
 NK0481'AZIMUTH MARK IS W OF THE STATION, ABOUT 0.1 MILE W OF T-INTERSECTION
 NK0481'WITH S ROAD, ABOUT 0.15 MILE E OF T-INTERSECTION WITH N ROAD,
 NK0481'28 FEET S OF THE CENTER OF THE ROAD, 141 FEET WNW OF WELL
 NK0481'CURB IN AN UNCULTIVATED FIELD.  MARK PROJECTS 8 INCHES.
 NK0481'
 NK0481'TO REACH FROM FAIRBANK FOLLOW COUNTY ROUTE H W FOR 2.7 MILES
 NK0481'TO ROAD LEADING S.  TURN S FOR 0.75 MILE TO CROSSROADS.  HERE
 NK0481'GO W FOR 0.25 MILE TO THE OAK GROVE SCHOOLHOUSE AND STATION.
 NK0481'
 NK0481'ALL LIGHTS CAME INTO VIEW AT 58 FEET.
 NK0481
 NK0481                          STATION RECOVERY (1958)
 NK0481
 NK0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 NK0481'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NK0481'FOUND AS DESCRIBED.  THE SCHOOLHOUSE HAS BEEN REMOVED AND THE
 NK0481'LAND IS BEING PUT UNDER CULTIVATION.  THE STATION MARK WAS
 NK0481'LOWERED IN PLACE AND REFERENCE MARK NO. 1 WAS MOVED AT THE
 NK0481'REQUEST OF MR. LEO BIERSCHMIT WHO OWNS THE LAND, NOW.  A
 NK0481'COMPLETE DESCRIPTION FOLLOWS.
 NK0481'
 NK0481'STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF FAIRBANK
 NK0481'IN THE SE 1/4 SEC 2, T 90 N, R 11 W IN A CULTIVATED FIELD,
 NK0481'140 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, AND 119.5
 NK0481'FEET NORTH-NORTHEAST OF A GUYED POWER POLE.  THE MARK IS 16
 NK0481'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 NK0481'FAIRBANK 1934.
 NK0481'
 NK0481'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 47 FEET EAST OF
 NK0481'A GUYED POWER POLE, 35 FEET WEST OF THE CENTER OF A FIELD
 NK0481'DRIVEWAY WHICH WAS FORMERLY THE SCHOOL DRIVEWAY, AND 33 FEET
 NK0481'NORTH OF THE CENTER OF GRAVEL ROAD.  THE MARK PROJECTS 4 INCHES
 NK0481'AND THE DISK IS STAMPED FAIRBANK NO 2 1934.
 NK0481'
 NK0481'REFERENCE MARK NO. 3 IS SOUTHWEST OF THE STATION, 98 FEET
 NK0481'WEST OF THE CENTER OF A TRACK ROAD LEADING SOUTH TO FARM BUILDINGS,
 NK0481'87 FEET WEST OF A TELEPHONE POLE, AND 34 FEET SOUTH OF THE
 NK0481'CENTER OF A GRAVEL ROAD.  THE MARK PROJECTS 4 INCHES AND THE
 NK0481'DISK IS STAMPED FAIRBANK NO 3 1934.
 NK0481'
 NK0481'AZIMUTH MARK IS 0.6 MILE WEST OF THE STATION, ABOUT 0.1 MILE
 NK0481'WEST OF T-INTERSECTION WITH ROAD LEADING SOUTH, 30 FEET SOUTH
 NK0481'OF THE CENTER OF GRAVEL ROAD, AND 10 FEET EAST OF THE CENTER
 NK0481'OF FIELD ENTRANCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 NK0481'STAMPED FAIRBANK 1934 AZIMUTH.
 NK0481'
 NK0481'TO REACH THE STATION FROM THE POST OFFICE AND WATER TANK IN
 NK0481'FAIRBANK, GO WEST ON MAIN STREET FOR 0.35 MILE.  JOG LEFT OR
 NK0481'SOUTH FOR 1/2 BLOCK.  THEN CONTINUE WEST ON GRAVEL ROAD FOR
 NK0481'2.2 MILES TO CROSSROADS AND THE LEO BEIERSCHMIT FARM BUILDINGS
 NK0481'IN THE SOUTHWEST ANGLE OF THE CROSSROADS.  TURN LEFT AND GO
 NK0481'SOUTH FOR 0.7 MILE TO A T-ROAD RIGHT.  TURN RIGHT AND GO WEST
 NK0481'FOR 0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 NK0481'
 NK0481'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.6
 NK0481'MILE ON A GRAVEL ROAD TO THE AZIMUTH MARK ON THE LEFT.
 NK0481
 NK0481                          STATION RECOVERY (1969)
 NK0481
 NK0481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 NK0481'STATION MARK AND ALL SURFACE MARKS FOUND.  REFERENCE MARKS
 NK0481'ARE IN GOOD CONDITION AS DESCRIBED.  AZIMUTH MARK HAS BEEN
 NK0481'STRUCK A GLANCING BLOW, DISTURBED.
 NK0481'
 NK0481'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0549 ***********************************************************************
 NL0549  DESIGNATION -  FAIRCHILD
 NL0549  PID         -  NL0549
 NL0549  STATE/COUNTY-  IA/BUENA VISTA
 NL0549  USGS QUAD   -  REMBRANDT (1971)
 NL0549
 NL0549                         *CURRENT SURVEY CONTROL
 NL0549  ___________________________________________________________________
 NL0549* NAD 83(1996)-  42 51 54.93553(N)    095 08 55.52433(W)     ADJUSTED  
 NL0549* NAVD 88     -       423.30   (+/-2cm)    1388.8    (feet)  VERTCON   
 NL0549  ___________________________________________________________________
 NL0549  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 NL0549  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 NL0549
 NL0549  HORZ ORDER  -  FIRST
 NL0549  VERT ORDER  -  THIRD ? (See Below)
 NL0549
 NL0549.The horizontal coordinates were established by classical geodetic methods
 NL0549.and adjusted by the National Geodetic Survey in May 1999..
 NL0549
 NL0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0549.The vertical order pertains to the NGVD 29 superseded value.
 NL0549
 NL0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0549
 NL0549.The geoid height was determined by GEOID03.
 NL0549
 NL0549;                    North         East     Units Scale Factor Converg.
 NL0549;SPC IA N     - 1,152,963.164 1,365,280.490   MT  0.99995130   -1 07 02.8
 NL0549;UTM  15      - 4,748,091.910   324,473.033   MT  0.99997905   -1 27 43.6
 NL0549
 NL0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0549!SPC IA N     -   0.99993811  x   0.99995130  =   0.99988942
 NL0549!UTM  15      -   0.99993811  x   0.99997905  =   0.99991716
 NL0549
 NL0549:                Primary Azimuth Mark                     Grid Az
 NL0549:SPC IA N     -  SIOUX RAPIDS MUNICIPAL TANK              006 10 12.3
 NL0549:UTM  15      -  SIOUX RAPIDS MUNICIPAL TANK              006 30 53.1
 NL0549
 NL0549|---------------------------------------------------------------------|
 NL0549| PID    Reference Object                     Distance      Geod. Az  |
 NL0549|                                                           dddmmss.s |
 NL0549| NL0551 SIOUX RAPIDS MUNICIPAL TANK         APPROX. 2.6 KM 0050309.5 |
 NL0549| CO3076 FAIRCHILD RM 2                       19.390 METERS 08638     |
 NL0549| CO3073 FAIRCHILD AZ MK                                    0881159.5 |
 NL0549| NL0548 REMBRANDT MUNICIPAL TANK            APPROX. 4.6 KM 1993734.1 |
 NL0549| NL0550 LINN GROVE MUNICIPAL TANK           APPROX. 8.0 KM 2875630.0 |
 NL0549| NL0552 LINN GROVE LUTH CH SPIRE            APPROX. 7.9 KM 2880254.5 |
 NL0549| CO3074 FAIRCHILD AZ MK 2                                  3312242.8 |
 NL0549| CO3075 FAIRCHILD RM 1                       22.997 METERS 35534     |
 NL0549|---------------------------------------------------------------------|
 NL0549
 NL0549                          SUPERSEDED SURVEY CONTROL
 NL0549
 NL0549  NAD 83(1996)-  42 51 54.93552(N)    095 08 55.52427(W) AD(       ) 1
 NL0549  NAD 83(1986)-  42 51 54.93351(N)    095 08 55.51926(W) AD(       ) 1
 NL0549  NAD 27      -  42 51 55.01700(N)    095 08 54.55200(W) AD(       ) 1
 NL0549  NGVD 29 (07/19/86)  423.17   (m)         1388.4    (f) LEVELING    3  
 NL0549
 NL0549.Superseded values are not recommended for survey control.
 NL0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0549.See file dsdata.txt to determine how the superseded data were derived.
 NL0549
 NL0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2447348092(NAD 83)
 NL0549_MARKER: DS = TRIANGULATION STATION DISK
 NL0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0549
 NL0549  HISTORY     - Date     Condition        Report By
 NL0549  HISTORY     - 1940     MONUMENTED       CGS
 NL0549  HISTORY     - 1971     GOOD             NGS
 NL0549
 NL0549                          STATION DESCRIPTION
 NL0549
 NL0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0549'STATION FAIRCHILD IS 9 MILES WEST OF MARATHON, 2 MILES SOUTH OF
 NL0549'SIOUX RAPIDS, AND 0.1 MILE EAST OF U.S. HIGHWAY 71, IN THE
 NL0549'NORTHWEST 1/4 OF SEC. 19, T 93 N, R 36 W, ON LAND OCCUPIED
 NL0549'BY C.A. FAIRCHILD.
 NL0549'
 NL0549'TO REACH FROM SIOUX RAPIDS GO SOUTH ON U.S. ROUTE 71 FOR 2.0
 NL0549'MILES TO JUNCTION WITH IOWA STATE ROUTE 10 AND TURN LEFT, EAST,
 NL0549'ON IOWA 10, GO 0.1 MILE TO STATION ACROSS FENCE ON RIGHT, SOUTH,
 NL0549'SIDE OF ROAD.  AZIMUTH MARK IS 0.4 MILE EAST ON IOWA STATE ROUTE
 NL0549'10.
 NL0549'
 NL0549'STATION MARK IS IN THE NORTHEAST CORNER OF A SMALL PASTURE
 NL0549'LOT, 19 FEET SOUTH OF EAST-WEST FENCE LINE, 64 FEET WEST
 NL0549'OF NORTH-SOUTH FENCE LINE, 34 FEET WEST OF CENTER LINE OF LANE
 NL0549'LEADING TO FARM HOUSE, 47 FEET SOUTH OF CENTER LINE OF IOWA STATE
 NL0549'ROUTE 10, IS STAMPED FAIRCHILD 1940, AND IS SET FLUSH WITH
 NL0549'GROUND.  UNDERGROUND MARK 42 INCHES BENEATH SURFACE.  STATION MARK
 NL0549'IS 17.7 FEET SOUTH OF WHITE REFERENCE POST.
 NL0549'
 NL0549'R.M. NO. 1 IS TWO FEET LOWER THAN STATION, 28 FEET NORTH OF
 NL0549'CENTER LINE OF IOWA STATE ROUTE 10, 7 FEET WEST OF TELEPHONE
 NL0549'POLE, AND 1 FOOT SOUTH OF NORTH RIGHT OF WAY FENCE, IS STAMPED
 NL0549'FAIRCHILD NO. 1 1940, AND PROJECTS 4 INCHES.
 NL0549'
 NL0549'R.M. NO. 2 IS LEVEL WITH STATION, 1 FOOT WEST OF NORTH AND
 NL0549'SOUTH FENCE, 15 FEET SOUTH OF FENCE CORNER, AND 43 FEET SOUTH OF
 NL0549'CENTER LINE OF IOWA STATE ROUTE 10, IS STAMPED FAIRCHILD NO. 2
 NL0549'1940, AND PROJECTS 4 INCHES.
 NL0549'
 NL0549'AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF STATION, 32 FEET NORTH
 NL0549'OF CENTER LINE OF IOWA STATE ROUTE 10, 9 INCHES SOUTH OF NORTH
 NL0549'RIGHT OF WAY FENCE, IS STAMPED FAIRCHILD 1940, AND PROJECTS 8
 NL0549'INCHES.  MARK IS 2 FEET EAST OF WHITE REFERENCE POST.
 NL0549'
 NL0549'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NL0549
 NL0549                          STATION RECOVERY (1971)
 NL0549
 NL0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0549'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 NL0549'CONDITION.  REFERENCE MARK 1 HAS SOME DIRT ERODED ON THE SOUTH
 NL0549'SIDE BUT THE MARK IS STILL SOLID IN THE GROUND.  THE ORIGINAL
 NL0549'AZIMUTH MARK HAS A CONSIDERABLE AMOUNT OF DIRT ERODED ON THE SOUTH
 NL0549'SIDE AND POSSIBLY HAS BEEN DISTURBED.  A NEW AZIMUTH MARK
 NL0549'WAS ESTABLISHED AT THIS TIME AND THE ORIGINAL MARK WAS LEFT
 NL0549'IN PLACE.
 NL0549'
 NL0549'THE NEW DISTANCE TO REFERENCE MARK 1 WAS LONGER BY 0.017 METERS
 NL0549'AND THE DIRECTION WAS HIGHER BY 1 MINUTE AND 3 SECONDS.  THE
 NL0549'DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED THE ORIGINAL
 NL0549'DATA.  THE NEW DIRECTION TO THE ORIGINAL AZIMUTH MARK WAS HIGHER
 NL0549'BY 9.2 SECONDS.  A NEW ROUTE TO THE STATION AND DESCRIPTION
 NL0549'FOLLOWS.
 NL0549'
 NL0549'THE STATION IS ABOUT 8.5 MILES WEST OF MARATHON, 2 MILES SOUTH
 NL0549'OF SIOUX RAPIDS AND 0.1 MILE EAST OF U.S. HIGHWAY 71 IN THE
 NL0549'NORTHWEST 1/4 OF SECTION 19, T. 93 N., R. 36 W. ON THE PROPERTY
 NL0549'OF MR. NORMAN FAIRCHILD.
 NL0549'
 NL0549'TO REACH THE STATION FROM THE POST OFFICE IN SIOUX RAPIDS GO
 NL0549'WEST ON A PAVED STREET FOR 0.1 MILE TO U.S. HIGHWAY 71 AND STATE
 NL0549'ROUTE 10.  TURN LEFT AND GO SOUTH ON THE HIGHWAY FOR 1.7 MILES
 NL0549'TO A FIELD ENTRANCE ON THE RIGHT AND AZIMUTH MARK NO. 2.
 NL0549'CONTINUE AHEAD FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT AND GO
 NL0549'EAST ON A GRAVELED ROAD FOR 0.1 MILE TO A DRIVEWAY LEADING TO
 NL0549'MR. FAIRCHILDS RESIDENCE AND THE STATION ON THE RIGHT.
 NL0549'
 NL0549'THE STATION MARKS ARE STANDARD DISKS STAMPED FAIRCHILD 1940.
 NL0549'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 NL0549'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 43 FEET
 NL0549'SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 36 FEET
 NL0549'WEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY, 10.8 FEET
 NL0549'SOUTH OF A POWER LINE POLE AND 9.3 FEET SOUTH OF A METAL WITNESS
 NL0549'POST AND WIRE FENCE.  THERE IS AN UNDERGROUND MARK ACCORDING
 NL0549'TO THE 1940 DATA.
 NL0549'
 NL0549'REFERENCE MARK 1, A STANDARD DISK STAMPED FAIRCHILD 1940 NO 1,
 NL0549'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NL0549'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET
 NL0549'NORTH OF THE APPROXIMATE CENTER OF THE ROAD, 15.6 FEET WEST OF
 NL0549'A TELEPHONE POLE AND 1 FOOT SOUTH OF A WIRE FENCE.
 NL0549'
 NL0549'REFERENCE MARK 2, A STANDARD DISK STAMPED FAIRCHILD 1940 NO 2,
 NL0549'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NL0549'IS 2 INCHES UNDERGROUND.  IT IS 40 FEET SOUTH OF THE APPROXIMATE
 NL0549'CENTER OF THE ROAD, 28 FEET EAST OF THE APPROXIMATE CENTER
 NL0549'OF THE DRIVEWAY, 6.5 FEET SOUTH OF A T-FENCE CORNER AND 1 FOOT
 NL0549'WEST OF A WIRE FENCE.
 NL0549'
 NL0549'THE AZIMUTH MARK, A STANDARD DISK STAMPED FAIRCHILD 1940, IS SET
 NL0549'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NL0549'12 INCHES ABOVE THE GROUND SURFACE.  IT IS 148 FEET NORTHEAST
 NL0549'OF A POWER LINE POLE, 33 FEET NORTH OF THE APPROXIMATE CENTER
 NL0549'OF THE ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.
 NL0549'
 NL0549'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 NL0549'GRAVELED ROAD FOR 0.6 MILE TO THE MARK ON THE LEFT.
 NL0549'
 NL0549'AZIMUTH MARK NO 2, A STANDARD DISK STAMPED FAIRCHILD 1940
 NL0549'NO 2 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NL0549'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 NL0549'58 FEET WEST OF THE CENTER OF THE HIGHWAY, 23 FEET NORTH OF A
 NL0549'TELEPHONE POLE, 10 FEET SOUTH OF THE APPROXIMATE CENTER OF
 NL0549'THE FIELD ENTRANCE, 1.4 FEET SOUTHEAST OF A METAL WITNESS
 NL0549'POST AND 1.2 FEET EAST OF A WIRE FENCE.
 NL0549'
 NL0549'HEIGHT OF LIGHT ABOVE STATION MARK 3.5 FEET
 NL0549'
 NL0549'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH
 NL0549'OF SIOUX RAPIDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0503 ***********************************************************************
 MG0503  DESIGNATION -  FAIRFIELD
 MG0503  PID         -  MG0503
 MG0503  STATE/COUNTY-  IA/JEFFERSON
 MG0503  USGS QUAD   -  FAIRFIELD NORTH (1980)
 MG0503
 MG0503                         *CURRENT SURVEY CONTROL
 MG0503  ___________________________________________________________________
 MG0503* NAD 83(1996)-  41 00 32.00922(N)    091 57 45.67957(W)     ADJUSTED  
 MG0503* NAVD 88     -       237.110  (meters)     777.92   (feet)  ADJUSTED  
 MG0503  ___________________________________________________________________
 MG0503  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 MG0503  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0503  DYNAMIC HT  -         237.003 (meters)     777.57  (feet)  COMP
 MG0503  MODELED GRAV-     980,166.8   (mgal)                       NAVD 88
 MG0503
 MG0503  HORZ ORDER  -  FIRST
 MG0503  VERT ORDER  -  SECOND    CLASS 0
 MG0503
 MG0503.The horizontal coordinates were established by classical geodetic methods
 MG0503.and adjusted by the National Geodetic Survey in May 1999..
 MG0503
 MG0503.The orthometric height was determined by differential leveling
 MG0503.and adjusted by the National Geodetic Survey in June 1991..
 MG0503
 MG0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0503
 MG0503.The geoid height was determined by GEOID03.
 MG0503
 MG0503.The dynamic height is computed by dividing the NAVD 88
 MG0503.geopotential number by the normal gravity value computed on the
 MG0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0503.degrees latitude (g = 980.6199 gals.).
 MG0503
 MG0503.The modeled gravity was interpolated from observed gravity values.
 MG0503
 MG0503;                    North         East     Units Scale Factor Converg.
 MG0503;SPC IA S     -   113,178.289   629,311.895   MT  0.99995396   +1 00 45.5
 MG0503;UTM  15      - 4,540,262.254   587,228.410   MT  0.99969365   +0 40 50.5
 MG0503
 MG0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0503!SPC IA S     -   0.99996796  x   0.99995396  =   0.99992192
 MG0503!UTM  15      -   0.99996796  x   0.99969365  =   0.99966162
 MG0503
 MG0503|---------------------------------------------------------------------|
 MG0503| PID    Reference Object                     Distance      Geod. Az  |
 MG0503|                                                           dddmmss.s |
 MG0503| CL8491 FAIRFIELD RM 1                       28.581 METERS 09208     |
 MG0503| MG0844 FAIRFIELD SOUTH MUNICIPAL TANK      448.362 METERS 1672958.2 |
 MG0503| LD0873 BIRMINGHAM MICH WIS PLINE MAST      APPROX.11.7 KM 1805116.2 |
 MG0503| MG0845 FAIRFIELD LOGAN SCHOOL SPIRE        APPROX. 0.8 KM 2175229.6 |
 MG0503| CL8492 FAIRFIELD RM 2                       30.211 METERS 21830     |
 MG0503| MG0847 FAIRFIELD LOUDEN MACHINERY TK       APPROX. 0.7 KM 2614536.2 |
 MG0503| MG0846 FAIRFIELD LOUDEN MACHINERY STK      APPROX. 0.8 KM 2645452.6 |
 MG0503| MG0848 FAIRFIELD JEFF CO CTHSE TOWER        48.058 METERS 28351     |
 MG0503| MG0852 FAIRFIELD IA ELEC P AND L MAST       90.271 METERS 30905     |
 MG0503| CL8490 FAIRFIELD AZ MK                                    3233350.8 |
 MG0503|---------------------------------------------------------------------|
 MG0503
 MG0503                          SUPERSEDED SURVEY CONTROL
 MG0503
 MG0503  NAD 83(1986)-  41 00 32.01671(N)    091 57 45.69313(W) AD(       ) 1
 MG0503  NAD 27      -  41 00 31.94480(N)    091 57 45.07290(W) AD(       ) 1
 MG0503  NGVD 29 (??/??/92)  237.150  (m)          778.05   (f) ADJ UNCH    2 0
 MG0503
 MG0503.Superseded values are not recommended for survey control.
 MG0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0503.See file dsdata.txt to determine how the superseded data were derived.
 MG0503
 MG0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8722840262(NAD 83)
 MG0503_MARKER: DB = BENCH MARK DISK
 MG0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0503_STAMPING: FAIRFIELD 1934
 MG0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0503+STABILITY: SURFACE MOTION
 MG0503
 MG0503  HISTORY     - Date     Condition        Report By
 MG0503  HISTORY     - 1934     MONUMENTED       CGS
 MG0503  HISTORY     - 1934     GOOD             CGS
 MG0503  HISTORY     - 1955     GOOD             CGS
 MG0503
 MG0503                          STATION DESCRIPTION
 MG0503
 MG0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0503'STATION IS IN THE CITY OF FAIRFIELD, IN THE SE 1/4 SEC. 25,
 MG0503'T 72 N, R 10 W, ON THE JEFFERSON COUNTY COURTHOUSE LAWN, ON
 MG0503'THE E SIDE OF THE SQUARE, 80 FEET ESE OF THE SE CORNER OF THE
 MG0503'COURTHOUSE, 81 FEET N OF THE N CURBING OF BRIGGS STREET,
 MG0503'35 FEET W OF THE W CURBING OF NORTH COURT STREET, 31 FEET
 MG0503'ENE OF THE NE EDGE OF THE CONCRETE WALK THAT LEADS TO THE
 MG0503'COURTHOUSE, 85 FEET SSW OF A 4-FOOT BOX ELDER TREE.  THE MARK
 MG0503'IS FLUSH WITH THE SURFACE.
 MG0503'
 MG0503'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MG0503'BRONZE DISKS SET IN CONCRETE.
 MG0503'
 MG0503'REFERENCE MARK NO. 1, IS E OF STATION, 8 FEET E OF THE E
 MG0503'CURBING OF N COURT STREET, 8 FEET N OF AN 8-INCH CATALPA
 MG0503'TREE, 21 FEET W OF THE FIRST METHODIST EPISCOPAL CHURCH.  IT IS
 MG0503'FLUSH WITH THE SURFACE.
 MG0503'
 MG0503'REFERENCE MARK NO. 2, IS SW OF STATION, 2 FEET S OF THE S EDGE
 MG0503'OF THE SIDEWALK, 3 FEET N OF THE N CURBING OF BRIGGS STREET,
 MG0503'6 FEET E OF A TRANSMISSION POLE, 172.11 FEET WSW OF REFERENCE
 MG0503'MARK NO. 1.  IT IS FLUSH WITH THE SURFACE.
 MG0503'
 MG0503'AZIMUTH MARK IS NW OF STATION, ON THE NW CORNER OF THE INTERSECTION
 MG0503'OF N MAIN AND W GRIMES STREETS, 15 FEET W OF A FIRE-PLUG,
 MG0503'8 FEET SW OF A 12-INCH MULBERRY TREE.  IT IS FLUSH WITH THE
 MG0503'SURFACE.
 MG0503'
 MG0503'LIGHTS CAME INTO VIEW AT 65 FEET.
 MG0503'
 MG0503'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 MG0503
 MG0503                          STATION RECOVERY (1934)
 MG0503
 MG0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 MG0503'AT FAIRFIELD.
 MG0503'AT FAIRFIELD, AT THE SOUTHEAST CORNER OF THE COUNTY COURTHOUSE
 MG0503'SQUARE, 73 FEET NORTH OF THE EAST-AND-WEST SIDEWALK, AND 25 FEET
 MG0503'WEST OF THE NORTH-AND-SOUTH SIDEWALK.  A STANDARD
 MG0503'TRIANGULATION-STATION DISK, STAMPED FAIRFIELD 1934 AND SET IN
 MG0503'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MG0503
 MG0503                          STATION RECOVERY (1955)
 MG0503
 MG0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 MG0503'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 MG0503'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 MG0503'
 MG0503'STATION IS IN THE CITY OF FAIRFIELD, ON THE JEFFERSON COUNTY
 MG0503'COURTHOUSE LAWN, ON THE SOUTHEAST SIDE OF THE SQUARE, 81.0
 MG0503'FEET NORTH OF THE CURBING OF BRIGGS STREET, 80.0 FEET EAST
 MG0503'SOUTHEAST OF THE SOUTHEAST CORNER OF THE COURTHOUSE, 35.0
 MG0503'FEET WEST OF THE CURBING OF NORTH COURT STREET AND 31.0
 MG0503'FEET EAST NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE
 MG0503'WALK LEADING TO THE COURTHOUSE.
 MG0503'
 MG0503'STATION MARK, STAMPED FAIRFIELD 1934, IS A STANDARD DISK
 MG0503'SET IN THE TOP OF A ROUND CONCRETE POST 10 INCHES IN DIAMETER
 MG0503'AND FLUSH WITH THE GROUND.
 MG0503'
 MG0503'REFERENCE MARK NUMBER 1, STAMPED FAIRFIELD NO 1 1934, IS
 MG0503'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 MG0503'10 INCHES IN DIAMETER, FLUSH WITH THE GROUND AND AT ABOUT
 MG0503'THE SAME ELEVATION AS THE STATION.  IT IS 21.0 FEET WEST
 MG0503'OF THE WEST SIDE OF THE FIRST METHODIST EPISCOPAL CHURCH,
 MG0503'8.0 FEET EAST OF THE CURBING OF NORTH COURT STREET AND BETWEEN
 MG0503'THE SIDE WALK AND THE STREET.
 MG0503'
 MG0503'REFERENCE MARK NUMBER 2, STAMPED FAIRFIELD NO 2 1934, IS
 MG0503'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 MG0503'10 INCHES IN DIAMETER, FLUSH WITH THE GROUND AND ABOUT 2
 MG0503'FEET HIGHER THAN THE STATION.  IT IS 6.0 FEET EAST OF A
 MG0503'POWER LINE POLE, 3.0 FEET NORTH OF THE CURBING OF BRIGGS
 MG0503'STREET AND 2.0 FEET SOUTH OF THE SOUTH EDGE OF THE SIDE
 MG0503'WALK.
 MG0503'
 MG0503'AZIMUTH MARK, STAMPED FAIRFIELD 1934 AZIMUTH, IS A STANDARD
 MG0503'DISK SET IN THE TOP OF A ROUND CONCRETE POST 10 INCHES IN
 MG0503'DIAMETER AND FLUSH WITH THE GROUND.  TO REACH THE AZIMUTH
 MG0503'MARK FROM THE STATION, GO NORTHWEST FOR 0.15 MILE TO THE
 MG0503'NORTHWEST CORNER OF NORTH MAIN AND WEST GRIMES STREETS AND
 MG0503'THE AZIMUTH MARK.  IT IS 13.0 FEET WEST SOUTHWEST OF A FIRE
 MG0503'HYDRANT, 4.0 FEET NORTH OF THE CURB AND 3.0 FEET EAST OF
 MG0503'THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0502 ***********************************************************************
 MG0502  DESIGNATION -  FAIRFIELD BM
 MG0502  PID         -  MG0502
 MG0502  STATE/COUNTY-  IA/JEFFERSON
 MG0502  USGS QUAD   -  FAIRFIELD NORTH (1980)
 MG0502
 MG0502                         *CURRENT SURVEY CONTROL
 MG0502  ___________________________________________________________________
 MG0502* NAD 83(1986)-  41 00 53.     (N)    091 58 04.     (W)     SCALED    
 MG0502* NAVD 88     -       230.792  (meters)     757.19   (feet)  ADJUSTED  
 MG0502  ___________________________________________________________________
 MG0502  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MG0502  DYNAMIC HT  -         230.687 (meters)     756.85  (feet)  COMP
 MG0502  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 MG0502
 MG0502  VERT ORDER  -  SECOND    CLASS 0
 MG0502
 MG0502.The horizontal coordinates were scaled from a topographic map and have
 MG0502.an estimated accuracy of +/- 6 seconds.
 MG0502
 MG0502.The orthometric height was determined by differential leveling
 MG0502.and adjusted by the National Geodetic Survey in June 1991..
 MG0502
 MG0502.The geoid height was determined by GEOID03.
 MG0502
 MG0502.The dynamic height is computed by dividing the NAVD 88
 MG0502.geopotential number by the normal gravity value computed on the
 MG0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0502.degrees latitude (g = 980.6199 gals.).
 MG0502
 MG0502.The modeled gravity was interpolated from observed gravity values.
 MG0502
 MG0502;                    North         East    Units  Estimated Accuracy
 MG0502;SPC IA S     -   113,820.      628,870.      MT  (+/- 180 meters Scaled)
 MG0502
 MG0502                          SUPERSEDED SURVEY CONTROL
 MG0502
 MG0502  NGVD 29 (??/??/92)  230.831  (m)          757.32   (f) ADJ UNCH    2 0
 MG0502
 MG0502.Superseded values are not recommended for survey control.
 MG0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0502.See file dsdata.txt to determine how the superseded data were derived.
 MG0502
 MG0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF867409(NAD 83)
 MG0502_MARKER: DB = BENCH MARK DISK
 MG0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0502_STAMPING: FAIRFIELD 1934
 MG0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0502+STABILITY: SURFACE MOTION
 MG0502
 MG0502  HISTORY     - Date     Condition        Report By
 MG0502  HISTORY     - 1934     MONUMENTED       CGS
 MG0502
 MG0502                          STATION DESCRIPTION
 MG0502
 MG0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0502'AT FAIRFIELD.
 MG0502'AT FAIRFIELD, JEFFERSON COUNTY, AT THE INTERSECTION OF NORTH
 MG0502'FOURTH AND MERRILL STREETS, AT PARSONS COLLEGE, AND AT THE
 MG0502'SOUTHWEST CORNER OF THE CAMPUS.  A STANDARD DISK, STAMPED FAIRFIELD
 MG0502'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0852 ***********************************************************************
 MG0852  DESIGNATION -  FAIRFIELD IA ELEC P AND L MAST
 MG0852  PID         -  MG0852
 MG0852  STATE/COUNTY-  IA/JEFFERSON
 MG0852  USGS QUAD   -  FAIRFIELD NORTH (1980)
 MG0852
 MG0852                         *CURRENT SURVEY CONTROL
 MG0852  ___________________________________________________________________
 MG0852* NAD 83(1996)-  41 00 33.85431(N)    091 57 48.67795(W)     ADJUSTED  
 MG0852* NAVD 88     -                                                        
 MG0852  ___________________________________________________________________
 MG0852  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 MG0852  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0852
 MG0852  HORZ ORDER  -  THIRD
 MG0852
 MG0852.The horizontal coordinates were established by classical geodetic methods
 MG0852.and adjusted by the National Geodetic Survey in May 1999..
 MG0852
 MG0852
 MG0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0852
 MG0852.The geoid height was determined by GEOID03.
 MG0852
 MG0852;                    North         East     Units Scale Factor Converg.
 MG0852;SPC IA S     -   113,233.958   629,240.839   MT  0.99995393   +1 00 43.5
 MG0852;UTM  15      - 4,540,318.318   587,157.695   MT  0.99969349   +0 40 48.6
 MG0852
 MG0852                          SUPERSEDED SURVEY CONTROL
 MG0852
 MG0852  NAD 83(1986)-  41 00 33.86180(N)    091 57 48.69135(W) AD(       ) 4
 MG0852  NAD 27      -  41 00 33.79300(N)    091 57 48.06500(W) AD(       ) 3
 MG0852
 MG0852.Superseded values are not recommended for survey control.
 MG0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0852.See file dsdata.txt to determine how the superseded data were derived.
 MG0852
 MG0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8715840318(NAD 83)
 MG0852_MARKER: 42 = RADIO/TV MAST
 MG0852
 MG0852  HISTORY     - Date     Condition        Report By
 MG0852  HISTORY     - 1955     FIRST OBSERVED   CGS
 MG0852
 MG0852                          STATION DESCRIPTION
 MG0852
 MG0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 MG0852'STATION IS LOCATED IN THE CENTER OF FAIRFIELD AT THE NORTHWEST
 MG0852'CORNER OF THE JEFFERSON COUNTY COURTHOUSE GROUNDS.  THE MAST
 MG0852'IS A THREE LEGGED STEEL MAST THAT IS ALTERNATELY PAINTED ORANGE
 MG0852'AND WHITE AND IS 237 FEET IN HEIGHT.  THE FLASHING RED LIGHT,
 MG0852'ON THE TOP OF THE MAST WAS INTERSECTED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0849 ***********************************************************************
 MG0849  DESIGNATION -  FAIRFIELD IA MALLEABLE CO STK
 MG0849  PID         -  MG0849
 MG0849  STATE/COUNTY-  IA/JEFFERSON
 MG0849  USGS QUAD   -  FAIRFIELD NORTH (1980)
 MG0849
 MG0849                         *CURRENT SURVEY CONTROL
 MG0849  ___________________________________________________________________
 MG0849* NAD 83(1996)-  41 00 45.02262(N)    091 58 30.94389(W)     ADJUSTED  
 MG0849* NAVD 88     -                                                        
 MG0849  ___________________________________________________________________
 MG0849  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 MG0849  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MG0849
 MG0849  HORZ ORDER  -  THIRD
 MG0849
 MG0849.The horizontal coordinates were established by classical geodetic methods
 MG0849.and adjusted by the National Geodetic Survey in May 1999..
 MG0849
 MG0849
 MG0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0849
 MG0849.The geoid height was determined by GEOID03.
 MG0849
 MG0849;                    North         East     Units Scale Factor Converg.
 MG0849;SPC IA S     -   113,561.035   628,247.346   MT  0.99995375   +1 00 15.6
 MG0849;UTM  15      - 4,540,651.058   586,166.374   MT  0.99969138   +0 40 21.0
 MG0849
 MG0849                          SUPERSEDED SURVEY CONTROL
 MG0849
 MG0849  NAD 83(1986)-  41 00 45.03018(N)    091 58 30.95724(W) AD(       ) 4
 MG0849  NAD 27      -  41 00 44.96000(N)    091 58 30.33300(W) AD(       ) 3
 MG0849
 MG0849.Superseded values are not recommended for survey control.
 MG0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0849.See file dsdata.txt to determine how the superseded data were derived.
 MG0849
 MG0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8616640651(NAD 83)
 MG0849_MARKER: 63 = STACK
 MG0849
 MG0849  HISTORY     - Date     Condition        Report By
 MG0849  HISTORY     - 1955     FIRST OBSERVED   CGS
 MG0849
 MG0849                          STATION DESCRIPTION
 MG0849
 MG0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 MG0849'STATION IS LOCATED NEAR THE INTERSECTION OF 9TH AND KIRKWOOD
 MG0849'IN FAIRFIELD.  IT IS A RED BRICK STACK THAT IS ABOUT 125 FEET
 MG0849'IN HEIGHT.  THE TOP OF THE STACK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0848 ***********************************************************************
 MG0848  DESIGNATION -  FAIRFIELD JEFF CO CTHSE TOWER
 MG0848  PID         -  MG0848
 MG0848  STATE/COUNTY-  IA/JEFFERSON
 MG0848  USGS QUAD   -  FAIRFIELD NORTH (1980)
 MG0848
 MG0848                         *CURRENT SURVEY CONTROL
 MG0848  ___________________________________________________________________
 MG0848* NAD 83(1996)-  41 00 32.38213(N)    091 57 47.67636(W)     ADJUSTED  
 MG0848* NAVD 88     -                                                        
 MG0848  ___________________________________________________________________
 MG0848  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 MG0848  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0848
 MG0848  HORZ ORDER  -  THIRD
 MG0848
 MG0848.The horizontal coordinates were established by classical geodetic methods
 MG0848.and adjusted by the National Geodetic Survey in May 1999..
 MG0848
 MG0848
 MG0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0848
 MG0848.The geoid height was determined by GEOID03.
 MG0848
 MG0848;                    North         East     Units Scale Factor Converg.
 MG0848;SPC IA S     -   113,188.966   629,265.041   MT  0.99995395   +1 00 44.1
 MG0848;UTM  15      - 4,540,273.199   587,181.630   MT  0.99969355   +0 40 49.2
 MG0848
 MG0848                          SUPERSEDED SURVEY CONTROL
 MG0848
 MG0848  NAD 83(1986)-  41 00 32.38926(N)    091 57 47.69017(W) AD(       ) 4
 MG0848  NAD 27      -  41 00 32.31800(N)    091 57 47.06900(W) AD(       ) 3
 MG0848
 MG0848.Superseded values are not recommended for survey control.
 MG0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0848.See file dsdata.txt to determine how the superseded data were derived.
 MG0848
 MG0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8718240273(NAD 83)
 MG0848_MARKER: 89 = SPIRE
 MG0848
 MG0848  HISTORY     - Date     Condition        Report By
 MG0848  HISTORY     - 1934     FIRST OBSERVED   CGS
 MG0848  HISTORY     - 1955     GOOD             CGS
 MG0848
 MG0848                          STATION DESCRIPTION
 MG0848
 MG0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0848'STATION IS THE TALL FINIAL ON SQUARE PYRAMIDAL SPIRE THAT
 MG0848'SURMOUNTS A SQUARE CLOCK TOWER ON THE JEFFERSON COUNTY COURTHOUSE
 MG0848'(SW CORNER).  THE COURTHOUSE SQUARE IS BOUNDED BY N COURT STREET
 MG0848'ON THE E, GRIMES STREET ON THE N, N MAIN STREET ON THE W AND
 MG0848'BRIGGS STREET ON THE S.
 MG0848
 MG0848                          STATION RECOVERY (1955)
 MG0848
 MG0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 MG0848'STATION IS LOCATED NEAR THE CENTER OF FAIRFIELD.  THE TOWER
 MG0848'IS ON THE SOUTHWEST CORNER OF THE JEFFERSON COUNTY COURTHOUSE
 MG0848'IS ABOUT 15 FEET SQUARE AND PROJECTS ABOUT 15 FEET ABOVE THE
 MG0848'COURTHOUSE ROOF.  THE CENTER OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0845 ***********************************************************************
 MG0845  DESIGNATION -  FAIRFIELD LOGAN SCHOOL SPIRE
 MG0845  PID         -  MG0845
 MG0845  STATE/COUNTY-  IA/JEFFERSON
 MG0845  USGS QUAD   -  FAIRFIELD NORTH (1980)
 MG0845
 MG0845                         *CURRENT SURVEY CONTROL
 MG0845  ___________________________________________________________________
 MG0845* NAD 83(1996)-  41 00 11.26740(N)    091 58 06.97403(W)     ADJUSTED  
 MG0845* NAVD 88     -                                                        
 MG0845  ___________________________________________________________________
 MG0845  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 MG0845  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0845
 MG0845  HORZ ORDER  -  THIRD
 MG0845
 MG0845.The horizontal coordinates were established by classical geodetic methods
 MG0845.and adjusted by the National Geodetic Survey in May 1999..
 MG0845
 MG0845
 MG0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0845
 MG0845.The geoid height was determined by GEOID03.
 MG0845
 MG0845;                    North         East     Units Scale Factor Converg.
 MG0845;SPC IA S     -   112,529.790   628,825.656   MT  0.99995430   +1 00 31.4
 MG0845;UTM  15      - 4,539,616.751   586,738.549   MT  0.99969260   +0 40 36.3
 MG0845
 MG0845                          SUPERSEDED SURVEY CONTROL
 MG0845
 MG0845  NAD 83(1986)-  41 00 11.27466(N)    091 58 06.98765(W) AD(       ) 4
 MG0845  NAD 27      -  41 00 11.20200(N)    091 58 06.36800(W) AD(       ) 3
 MG0845
 MG0845.Superseded values are not recommended for survey control.
 MG0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0845.See file dsdata.txt to determine how the superseded data were derived.
 MG0845
 MG0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8673939617(NAD 83)
 MG0845_MARKER: 89 = SPIRE
 MG0845
 MG0845  HISTORY     - Date     Condition        Report By
 MG0845  HISTORY     - 1934     FIRST OBSERVED   CGS
 MG0845
 MG0845                          STATION DESCRIPTION
 MG0845
 MG0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0845'STATION IS THE SHORT FINIAL ON A PYRAMIDAL SPIRE THAT IS AT
 MG0845'THE APPROXIMATE CENTER OF THE LOGAN SCHOOL.  THE ROOF OF THE
 MG0845'SPIRE IS GRAY WITH SILVER TRIMMING.  THE BUILDING OCCUPIES
 MG0845'A WHOLE BLOCK ON W MADISON STREET BETWEEN S 4TH AND S 5TH STREETS,
 MG0845'AND WAS ERECTED IN 1890.  THE SPIRE IS ABOUT 100 FEET TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0846 ***********************************************************************
 MG0846  DESIGNATION -  FAIRFIELD LOUDEN MACHINERY STK
 MG0846  PID         -  MG0846
 MG0846  STATE/COUNTY-  IA/JEFFERSON
 MG0846  USGS QUAD   -  FAIRFIELD NORTH (1980)
 MG0846
 MG0846                         *CURRENT SURVEY CONTROL
 MG0846  ___________________________________________________________________
 MG0846* NAD 83(1996)-  41 00 29.78223(N)    091 58 18.69599(W)     ADJUSTED  
 MG0846* NAVD 88     -                                                        
 MG0846  ___________________________________________________________________
 MG0846  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 MG0846  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0846
 MG0846  HORZ ORDER  -  THIRD
 MG0846
 MG0846.The horizontal coordinates were established by classical geodetic methods
 MG0846.and adjusted by the National Geodetic Survey in May 1999..
 MG0846
 MG0846
 MG0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0846
 MG0846.The geoid height was determined by GEOID03.
 MG0846
 MG0846;                    North         East     Units Scale Factor Converg.
 MG0846;SPC IA S     -   113,096.010   628,541.738   MT  0.99995399   +1 00 23.7
 MG0846;UTM  15      - 4,540,184.458   586,457.990   MT  0.99969200   +0 40 28.8
 MG0846
 MG0846                          SUPERSEDED SURVEY CONTROL
 MG0846
 MG0846  NAD 83(1986)-  41 00 29.78960(N)    091 58 18.70977(W) AD(       ) 4
 MG0846  NAD 27      -  41 00 29.71800(N)    091 58 18.08900(W) AD(       ) 3
 MG0846
 MG0846.Superseded values are not recommended for survey control.
 MG0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0846.See file dsdata.txt to determine how the superseded data were derived.
 MG0846
 MG0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8645840184(NAD 83)
 MG0846_MARKER: 63 = STACK
 MG0846
 MG0846  HISTORY     - Date     Condition        Report By
 MG0846  HISTORY     - 1934     FIRST OBSERVED   CGS
 MG0846
 MG0846                          STATION DESCRIPTION
 MG0846
 MG0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0846'STATION IS THE CONCRETE STACK OF LOUDEN MACHINERY COMPANY,
 MG0846'LOCATED ABOUT 225 FEET N OF CENTER LINE OF W BROADWAY, AND ABOUT
 MG0846'126 FEET E OF CENTER LINE OF N 7TH STREET.  ERECTED IN 1915,
 MG0846'AND ABOUT 125 FEET TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0847 ***********************************************************************
 MG0847  DESIGNATION -  FAIRFIELD LOUDEN MACHINERY TK
 MG0847  PID         -  MG0847
 MG0847  STATE/COUNTY-  IA/JEFFERSON
 MG0847  USGS QUAD   -  FAIRFIELD NORTH (1980)
 MG0847
 MG0847                         *CURRENT SURVEY CONTROL
 MG0847  ___________________________________________________________________
 MG0847* NAD 83(1996)-  41 00 28.60217(N)    091 58 16.72719(W)     ADJUSTED  
 MG0847* NAVD 88     -                                                        
 MG0847  ___________________________________________________________________
 MG0847  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 MG0847  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0847
 MG0847  HORZ ORDER  -  THIRD
 MG0847
 MG0847.The horizontal coordinates were established by classical geodetic methods
 MG0847.and adjusted by the National Geodetic Survey in May 1999..
 MG0847
 MG0847
 MG0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0847
 MG0847.The geoid height was determined by GEOID03.
 MG0847
 MG0847;                    North         East     Units Scale Factor Converg.
 MG0847;SPC IA S     -   113,060.423   628,588.375   MT  0.99995401   +1 00 25.0
 MG0847;UTM  15      - 4,540,148.611   586,504.409   MT  0.99969210   +0 40 30.1
 MG0847
 MG0847                          SUPERSEDED SURVEY CONTROL
 MG0847
 MG0847  NAD 83(1986)-  41 00 28.60957(N)    091 58 16.74066(W) AD(       ) 4
 MG0847  NAD 27      -  41 00 28.53800(N)    091 58 16.11700(W) AD(       ) 3
 MG0847
 MG0847.Superseded values are not recommended for survey control.
 MG0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0847.See file dsdata.txt to determine how the superseded data were derived.
 MG0847
 MG0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8650440149(NAD 83)
 MG0847_MARKER: 53 = ELEVATED TANK
 MG0847
 MG0847  HISTORY     - Date     Condition        Report By
 MG0847  HISTORY     - 1934     FIRST OBSERVED   CGS
 MG0847  HISTORY     - 1955     GOOD             CGS
 MG0847
 MG0847                          STATION DESCRIPTION
 MG0847
 MG0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0847'STATION IS THE SHORT FINIAL ON SILVER TANK OF THE LOUDEN
 MG0847'MACHINERY COMPANY, LOCATED ABOUT 108 FEET N OF CENTER LINE OF
 MG0847'W BROADWAY, AND 126 FEET E OF CENTER LINE OF N 7TH STREET.
 MG0847'ERECTED IN 1915, AND IS ABOUT 150 FEET TALL.
 MG0847
 MG0847                          STATION RECOVERY (1955)
 MG0847
 MG0847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 MG0847'STATION IS LOCATED IN FAIRFIELD 1 BLOCK NORTH OF W SIXTH AND
 MG0847'BROADWAY STREETS.  IT IS A BLACK TANK SUPPORTED BY FIVE STEEL
 MG0847'LEGS AND IS ON THE TOP OF THE LOUDEN MACHINERY CO. BUILDING.
 MG0847'THE TOP OF THE TANK IS ABOUT 50 FEET ABOVE THE BUILDING ROOF.
 MG0847'LOUDEN IS PAINTED ON THE SIDE OF THE TANK IN LARGE WHITE
 MG0847'LETTERS.  THE TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0842 ***********************************************************************
 MG0842  DESIGNATION -  FAIRFIELD NORTH MUNICIPAL TANK
 MG0842  PID         -  MG0842
 MG0842  STATE/COUNTY-  IA/JEFFERSON
 MG0842  USGS QUAD   -  FAIRFIELD NORTH (1980)
 MG0842
 MG0842                         *CURRENT SURVEY CONTROL
 MG0842  ___________________________________________________________________
 MG0842* NAD 83(1996)-  41 00 44.62764(N)    091 58 16.83363(W)     ADJUSTED  
 MG0842* NAVD 88     -                                                        
 MG0842  ___________________________________________________________________
 MG0842  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 MG0842  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MG0842
 MG0842  HORZ ORDER  -  THIRD
 MG0842
 MG0842.The horizontal coordinates were established by classical geodetic methods
 MG0842.and adjusted by the National Geodetic Survey in May 1999..
 MG0842
 MG0842
 MG0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0842
 MG0842.The geoid height was determined by GEOID03.
 MG0842
 MG0842;                    North         East     Units Scale Factor Converg.
 MG0842;SPC IA S     -   113,554.640   628,577.201   MT  0.99995375   +1 00 24.9
 MG0842;UTM  15      - 4,540,642.754   586,496.100   MT  0.99969208   +0 40 30.3
 MG0842
 MG0842                          SUPERSEDED SURVEY CONTROL
 MG0842
 MG0842  NAD 83(1986)-  41 00 44.63510(N)    091 58 16.84732(W) AD(       ) 4
 MG0842  NAD 27      -  41 00 44.56500(N)    091 58 16.22200(W) AD(       ) 3
 MG0842
 MG0842.Superseded values are not recommended for survey control.
 MG0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0842.See file dsdata.txt to determine how the superseded data were derived.
 MG0842
 MG0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8649640643(NAD 83)
 MG0842_MARKER: 53 = ELEVATED TANK
 MG0842
 MG0842  HISTORY     - Date     Condition        Report By
 MG0842  HISTORY     - 1934     FIRST OBSERVED   CGS
 MG0842  HISTORY     - 1955     GOOD             CGS
 MG0842
 MG0842                          STATION DESCRIPTION
 MG0842
 MG0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0842'STATION IS THE CENTER OF THE FAIRFIELD MUNICIPAL WATER TANK.
 MG0842'THE STATION WAS NOT VISITED FOR A COMPLETE DESCRIPTION.
 MG0842
 MG0842                          STATION RECOVERY (1955)
 MG0842
 MG0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 MG0842'STATION IS LOCATED IN FAIRFIELD AT THE NORTH END OF WEST END
 MG0842'OF NORTH DEPOT STREET.  IT IS A SILVER COLORED, METAL TANK
 MG0842'THAT IS SUPPORTED BY FOUR STRUCTURAL STEEL LEGS AND IS ABOUT
 MG0842'150 FEET IN HEIGHT.  FAIRFIELD IS PAINTED ON THE SIDE OF
 MG0842'THE TANK IN LARGE BLACK LETTERS.  THE TOP OF THE TANK WAS
 MG0842'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0851 ***********************************************************************
 MG0851  DESIGNATION -  FAIRFIELD PHILCO DEXTER DIV TK
 MG0851  PID         -  MG0851
 MG0851  STATE/COUNTY-  IA/JEFFERSON
 MG0851  USGS QUAD   -  FAIRFIELD NORTH (1980)
 MG0851
 MG0851                         *CURRENT SURVEY CONTROL
 MG0851  ___________________________________________________________________
 MG0851* NAD 83(1996)-  41 00 40.20797(N)    091 58 30.79878(W)     ADJUSTED  
 MG0851* NAVD 88     -                                                        
 MG0851  ___________________________________________________________________
 MG0851  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 MG0851  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MG0851
 MG0851  HORZ ORDER  -  THIRD
 MG0851
 MG0851.The horizontal coordinates were established by classical geodetic methods
 MG0851.and adjusted by the National Geodetic Survey in May 1999..
 MG0851
 MG0851
 MG0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0851
 MG0851.The geoid height was determined by GEOID03.
 MG0851
 MG0851;                    North         East     Units Scale Factor Converg.
 MG0851;SPC IA S     -   113,412.600   628,253.340   MT  0.99995382   +1 00 15.7
 MG0851;UTM  15      - 4,540,502.630   586,171.506   MT  0.99969139   +0 40 21.0
 MG0851
 MG0851                          SUPERSEDED SURVEY CONTROL
 MG0851
 MG0851  NAD 83(1986)-  41 00 40.21549(N)    091 58 30.81209(W) AD(       ) 4
 MG0851  NAD 27      -  41 00 40.14700(N)    091 58 30.18800(W) AD(       ) 3
 MG0851
 MG0851.Superseded values are not recommended for survey control.
 MG0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0851.See file dsdata.txt to determine how the superseded data were derived.
 MG0851
 MG0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8617240503(NAD 83)
 MG0851_MARKER: 53 = ELEVATED TANK
 MG0851
 MG0851  HISTORY     - Date     Condition        Report By
 MG0851  HISTORY     - 1955     FIRST OBSERVED   CGS
 MG0851
 MG0851                          STATION DESCRIPTION
 MG0851
 MG0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 MG0851'STATION IS LOCATED IN FAIRFIELD NEAR THE INTERSECTION OF
 MG0851'9TH AND DEPOT.  IT IS A METAL, SILVER COLORED, TANK SUPPORTED
 MG0851'BY FOUR STRUCTURAL STEEL LEGS THAT IS ABOUT 125 FEET IN HEIGHT.
 MG0851'DEXTER PAINTED IN LARGE BLACK LETTERS IS ON THE SIDE OF THE
 MG0851'TANK.  THE TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0515 ***********************************************************************
 MH0515  DESIGNATION -  FAIRFIELD RADIO STA KFAD MAST
 MH0515  PID         -  MH0515
 MH0515  STATE/COUNTY-  IA/JEFFERSON
 MH0515  USGS QUAD   -  BROOKVILLE (1980)
 MH0515
 MH0515                         *CURRENT SURVEY CONTROL
 MH0515  ___________________________________________________________________
 MH0515* NAD 83(1996)-  41 00 20.09103(N)    092 01 07.26425(W)     ADJUSTED  
 MH0515* NAVD 88     -                                                        
 MH0515  ___________________________________________________________________
 MH0515  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 MH0515  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MH0515
 MH0515  HORZ ORDER  -  THIRD
 MH0515
 MH0515.The horizontal coordinates were established by classical geodetic methods
 MH0515.and adjusted by the National Geodetic Survey in May 1999..
 MH0515
 MH0515
 MH0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0515
 MH0515.The geoid height was determined by GEOID03.
 MH0515
 MH0515;                    North         East     Units Scale Factor Converg.
 MH0515;SPC IA S     -   112,728.974   624,608.503   MT  0.99995415   +0 58 32.7
 MH0515;UTM  15      - 4,539,840.302   582,523.743   MT  0.99968382   +0 38 38.1
 MH0515
 MH0515                          SUPERSEDED SURVEY CONTROL
 MH0515
 MH0515  NAD 83(1986)-  41 00 20.09821(N)    092 01 07.27739(W) AD(       ) 4
 MH0515  NAD 27      -  41 00 20.02900(N)    092 01 06.64900(W) AD(       ) 3
 MH0515
 MH0515.Superseded values are not recommended for survey control.
 MH0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0515.See file dsdata.txt to determine how the superseded data were derived.
 MH0515
 MH0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8252439840(NAD 83)
 MH0515_MARKER: 42 = RADIO/TV MAST
 MH0515
 MH0515  HISTORY     - Date     Condition        Report By
 MH0515  HISTORY     - 1955     FIRST OBSERVED   CGS
 MH0515
 MH0515                          STATION DESCRIPTION
 MH0515
 MH0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 MH0515'STATION IS LOCATED ABOUT 2.6 MILES WEST FROM THE CENTER OF
 MH0515'FAIRFIELD ON THE SOUTH SIDE OF U.S. HIGHWAY 34.  THE MAST IS
 MH0515'ABOUT 200 FEET IN HEIGHT AND ALTERNATELY PAINTED ORANGE AND
 MH0515'WHITE.  THE FLASHING RED LIGHT, ON THE TOP OF THE MAST, WAS
 MH0515'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0844 ***********************************************************************
 MG0844  DESIGNATION -  FAIRFIELD SOUTH MUNICIPAL TANK
 MG0844  PID         -  MG0844
 MG0844  STATE/COUNTY-  IA/JEFFERSON
 MG0844  USGS QUAD   -  FAIRFIELD NORTH (1980)
 MG0844
 MG0844                         *CURRENT SURVEY CONTROL
 MG0844  ___________________________________________________________________
 MG0844* NAD 83(1996)-  41 00 17.81937(N)    091 57 41.52678(W)     ADJUSTED  
 MG0844* NAVD 88     -                                                        
 MG0844  ___________________________________________________________________
 MG0844  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 MG0844  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0844
 MG0844  HORZ ORDER  -  THIRD
 MG0844
 MG0844.The horizontal coordinates were established by classical geodetic methods
 MG0844.and adjusted by the National Geodetic Survey in May 1999..
 MG0844
 MG0844
 MG0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0844
 MG0844.The geoid height was determined by GEOID03.
 MG0844
 MG0844;                    North         East     Units Scale Factor Converg.
 MG0844;SPC IA S     -   112,742.360   629,416.658   MT  0.99995419   +1 00 48.2
 MG0844;UTM  15      - 4,539,825.838   587,330.619   MT  0.99969387   +0 40 53.1
 MG0844
 MG0844                          SUPERSEDED SURVEY CONTROL
 MG0844
 MG0844  NAD 83(1986)-  41 00 17.82696(N)    091 57 41.54029(W) AD(       ) 4
 MG0844  NAD 27      -  41 00 17.75600(N)    091 57 40.92000(W) AD(       ) 3
 MG0844
 MG0844.Superseded values are not recommended for survey control.
 MG0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0844.See file dsdata.txt to determine how the superseded data were derived.
 MG0844
 MG0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8733139826(NAD 83)
 MG0844_MARKER: 53 = ELEVATED TANK
 MG0844
 MG0844  HISTORY     - Date     Condition        Report By
 MG0844  HISTORY     - 1955     FIRST OBSERVED   CGS
 MG0844
 MG0844                          STATION DESCRIPTION
 MG0844
 MG0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 MG0844'STATION IS LOCATED AT THE NORTHWEST CORNER OF E ADAMS AND
 MG0844'S. B STREETS IN FAIRFIELD.  IT IS A LARGE, SILVER COLORED,
 MG0844'METAL TANK SUPPORTED BY TEN STRUCTURAL STEEL LEGS AND IS
 MG0844'ABOUT 175 FEET IN HEIGHT.  THE TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0909 ***********************************************************************
 MG0909  DESIGNATION -  FAIRPORT
 MG0909  PID         -  MG0909
 MG0909  STATE/COUNTY-  IA/JEFFERSON
 MG0909  USGS QUAD   -  FAIRFIELD NORTH (1980)
 MG0909
 MG0909                         *CURRENT SURVEY CONTROL
 MG0909  ___________________________________________________________________
 MG0909* NAD 83(1996)-  41 03 10.44249(N)    091 58 55.81577(W)     ADJUSTED  
 MG0909* NAVD 88     -       240.4    (meters)     789.     (feet)  VERTCON   
 MG0909  ___________________________________________________________________
 MG0909  X           -    -166,609.097 (meters)                     COMP
 MG0909  Y           -  -4,814,009.079 (meters)                     COMP
 MG0909  Z           -   4,166,991.619 (meters)                     COMP
 MG0909  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 MG0909  ELLIP HEIGHT-         207.67  (meters)          (05/06/99) GPS OBS
 MG0909  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0909
 MG0909  HORZ ORDER  -  THIRD
 MG0909  ELLP ORDER  -  FOURTH    CLASS I
 MG0909
 MG0909.This mark is at Fairfield Municipal Airport (FFL)
 MG0909
 MG0909.The horizontal coordinates were established by GPS observations
 MG0909.and adjusted by the National Geodetic Survey in May 1999..
 MG0909
 MG0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0909
 MG0909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MG0909
 MG0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0909
 MG0909.The ellipsoidal height was determined by GPS observations
 MG0909.and is referenced to NAD 83.
 MG0909
 MG0909.The geoid height was determined by GEOID03.
 MG0909
 MG0909;                    North         East     Units Scale Factor Converg.
 MG0909;SPC IA S     -   118,035.959   627,588.023   MT  0.99995169   +0 59 59.3
 MG0909;UTM  15      - 4,545,128.549   585,533.123   MT  0.99969004   +0 40 06.6
 MG0909
 MG0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0909!SPC IA S     -   0.99996743  x   0.99995169  =   0.99991912
 MG0909!UTM  15      -   0.99996743  x   0.99969004  =   0.99965748
 MG0909
 MG0909:                Primary Azimuth Mark                     Grid Az
 MG0909:SPC IA S     -  FAIRPORT AZ MK                           178 33 15.6
 MG0909:UTM  15      -  FAIRPORT AZ MK                           178 53 08.3
 MG0909
 MG0909|---------------------------------------------------------------------|
 MG0909| PID    Reference Object                     Distance      Geod. Az  |
 MG0909|                                                           dddmmss.s |
 MG0909| MG0910 FAIRPORT AZ MK                      APPROX. 0.5 KM 1793314.9 |
 MG0909|---------------------------------------------------------------------|
 MG0909
 MG0909                          SUPERSEDED SURVEY CONTROL
 MG0909
 MG0909  NAD 83(1986)-  41 03 10.45050(N)    091 58 55.82966(W) AD(       ) 3
 MG0909  NGVD 29 (07/09/90)  240.4    (m)          789.     (f) GPS OBS        
 MG0909
 MG0909.Superseded values are not recommended for survey control.
 MG0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0909.See file dsdata.txt to determine how the superseded data were derived.
 MG0909
 MG0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8553345129(NAD 83)
 MG0909_MARKER: I = METAL ROD
 MG0909_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MG0909_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MG0909_STAMPING: FAIRPORT 1989
 MG0909_MARK LOGO: NGS   
 MG0909_PROJECTION: FLUSH
 MG0909_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0909+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MG0909_ROD/PIPE-DEPTH: 6.0  meters
 MG0909_SLEEVE-DEPTH  : 0.91 meters
 MG0909
 MG0909  HISTORY     - Date     Condition        Report By
 MG0909  HISTORY     - 1989     MONUMENTED       NGS
 MG0909
 MG0909                          STATION DESCRIPTION
 MG0909
 MG0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MG0909'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) NORTH-NORTHWEST OF
 MG0909'FAIRFIELD, AT THE FAIRFIELD MUNICIPAL AIRPORT AND AT THE JUNCTION OF
 MG0909'THE ENTRANCE RAMP AND RUNWAY.  OWNERSHIP--CITY OF FAIRFIELD,
 MG0909'FAIRFIELD, IA 52256, PHONE 515-472-3166.  THE AIRPORT MANAGER IS ROGER
 MG0909'MESSENGER.
 MG0909'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 34 AND STATE
 MG0909'HIGHWAY 1 NORTH (2ND STREET) IN FAIRFIELD, GO NORTH ON STATE HIGHWAY 1
 MG0909'FOR 4.65 KM (2.90 MI) TO THE JUNCTION OF 48TH AVENUE.  TURN LEFT,
 MG0909'WEST, ON 48TH AVENUE FOR 1.45 KM (0.90 MI) TO THE AIRPORT ENTRANCE ON
 MG0909'THE RIGHT.  TURN RIGHT, NORTH, ON THE ENTRANCE ROAD FOR 0.5 KM
 MG0909'(0.30 MI) TO THE APRON AND TAXIWAY.  TURN LEFT ON THE TAXIWAY FOR 0.3
 MG0909'KM (0.20 MI) TO THE STATION ON THE RIGHT.
 MG0909'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEEL ROD DRIVEN
 MG0909'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 MG0909'LOCATED 49.9 M (163.7 FT) WEST OF THE CENTER OF THE RUNWAY, 17.2 M
 MG0909'(56.4 FT) SOUTH OF THE CENTER OF THE ENTRANCE RAMP, 13.4 M (44.0 FT)
 MG0909'EAST OF THE CENTER OF THE TAXIWAY, 7.5 M (24.6 FT) SOUTHEAST OF THE
 MG0909'CURVED EDGE OF THE ENTRANCE RAMP AND 13.7 M (44.9 FT) SOUTHWEST OF A
 MG0909'FIBERGLASS WITNESS POST.
 MG0909'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MG0909'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0910 ***********************************************************************
 MG0910  DESIGNATION -  FAIRPORT AZ MK
 MG0910  PID         -  MG0910
 MG0910  STATE/COUNTY-  IA/JEFFERSON
 MG0910  USGS QUAD   -  FAIRFIELD NORTH (1980)
 MG0910
 MG0910                         *CURRENT SURVEY CONTROL
 MG0910  ___________________________________________________________________
 MG0910* NAD 83(1996)-  41 02 53.51497(N)    091 58 55.64177(W)     ADJUSTED  
 MG0910* NAVD 88     -       240.8    (meters)     790.     (feet)  VERTCON   
 MG0910  ___________________________________________________________________
 MG0910  X           -    -166,616.907 (meters)                     COMP
 MG0910  Y           -  -4,814,352.225 (meters)                     COMP
 MG0910  Z           -   4,166,598.037 (meters)                     COMP
 MG0910  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 MG0910  ELLIP HEIGHT-         208.02  (meters)          (05/06/99) GPS OBS
 MG0910  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0910
 MG0910  HORZ ORDER  -  THIRD
 MG0910  ELLP ORDER  -  FOURTH    CLASS I
 MG0910
 MG0910.This mark is at Fairfield Municipal Airport (FFL)
 MG0910
 MG0910.The horizontal coordinates were established by GPS observations
 MG0910.and adjusted by the National Geodetic Survey in May 1999..
 MG0910
 MG0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0910
 MG0910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MG0910
 MG0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0910
 MG0910.The ellipsoidal height was determined by GPS observations
 MG0910.and is referenced to NAD 83.
 MG0910
 MG0910.The geoid height was determined by GEOID03.
 MG0910
 MG0910;                    North         East     Units Scale Factor Converg.
 MG0910;SPC IA S     -   117,513.945   627,601.197   MT  0.99995190   +0 59 59.4
 MG0910;UTM  15      - 4,544,606.604   585,543.276   MT  0.99969006   +0 40 06.5
 MG0910
 MG0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0910!SPC IA S     -   0.99996737  x   0.99995190  =   0.99991927
 MG0910!UTM  15      -   0.99996737  x   0.99969006  =   0.99965744
 MG0910
 MG0910:                Primary Azimuth Mark                     Grid Az
 MG0910:SPC IA S     -  FAIRPORT                                 358 33 15.6
 MG0910:UTM  15      -  FAIRPORT                                 358 53 08.5
 MG0910
 MG0910|---------------------------------------------------------------------|
 MG0910| PID    Reference Object                     Distance      Geod. Az  |
 MG0910|                                                           dddmmss.s |
 MG0910| MG0909 FAIRPORT                            APPROX. 0.5 KM 3593315.0 |
 MG0910|---------------------------------------------------------------------|
 MG0910
 MG0910                          SUPERSEDED SURVEY CONTROL
 MG0910
 MG0910  NAD 83(1986)-  41 02 53.52298(N)    091 58 55.65566(W) AD(       ) 3
 MG0910  NGVD 29 (07/09/90)  240.8    (m)          790.     (f) GPS OBS        
 MG0910
 MG0910.Superseded values are not recommended for survey control.
 MG0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0910.See file dsdata.txt to determine how the superseded data were derived.
 MG0910
 MG0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8554344607(NAD 83)
 MG0910_MARKER: I = METAL ROD
 MG0910_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MG0910_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MG0910_STAMPING: FAIRPORT AZ MK 1989
 MG0910_MARK LOGO: NGS   
 MG0910_PROJECTION: FLUSH
 MG0910_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0910+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MG0910_ROD/PIPE-DEPTH: 6.2  meters
 MG0910_SLEEVE-DEPTH  : 0.91 meters
 MG0910
 MG0910  HISTORY     - Date     Condition        Report By
 MG0910  HISTORY     - 1989     MONUMENTED       NGS
 MG0910
 MG0910                          STATION DESCRIPTION
 MG0910
 MG0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MG0910'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) NORTH-NORTHWEST OF
 MG0910'FAIRFIELD, AT THE FAIRFIELD MUNICIPAL AIRPORT AND ON THE NORTH SIDE OF
 MG0910'THE TURN-AROUND OF RUNWAY 35.  OWNERSHIP--CITY OF FAIRFIELD,
 MG0910'FAIRFIELD, IA 52256, PHONE 515-472-3166.  THE AIRPORT MANAGER IS ROGER
 MG0910'MESSENGER.
 MG0910'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 34 AND STATE
 MG0910'HIGHWAY 1 NORTH (2ND STREET) IN FAIRFIELD, GO NORTH ON STATE HIGHWAY 1
 MG0910'FOR 4.65 KM (2.90 MI) TO THE JUNCTION OF 48TH AVENUE.  TURN LEFT,
 MG0910'WEST, ON 48TH AVENUE FOR 1.45 KM (0.90 MI) TO THE AIRPORT ENTRANCE ON
 MG0910'THE RIGHT.  TURN RIGHT, NORTH, ON THE ENTRANCE ROAD FOR 0.5 KM
 MG0910'(0.30 MI) TO THE APRON AND TAXIWAY.  TURN RIGHT ON THE TAXIWAY FOR
 MG0910'0.25 KM (0.15 MI) TO THE STATION ON THE LEFT.
 MG0910'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEEL ROD DRIVEN
 MG0910'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 MG0910'LOCATED 48.7 M (159.8 FT) WEST OF THE CENTER OF THE RUNWAY, 12.1 M
 MG0910'(39.7 FT) NORTH OF THE CENTER OF THE ENTRANCE RAMP OF RUNWAY 35, 8.8 M
 MG0910'(28.9 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST AND 6.0 M (19.7 FT)
 MG0910'NORTHEAST OF THE CURVED EDGE OF THE TAXIWAY.
 MG0910'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MG0910'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0299 ***********************************************************************
 NM0299  DESIGNATION -  FAIRVIEW
 NM0299  PID         -  NM0299
 NM0299  STATE/COUNTY-  IA/MONONA
 NM0299  USGS QUAD   -  ALBATON (1969)
 NM0299
 NM0299                         *CURRENT SURVEY CONTROL
 NM0299  ___________________________________________________________________
 NM0299* NAD 83(1996)-  42 08 05.97186(N)    096 15 11.70638(W)     ADJUSTED  
 NM0299* NAVD 88     -       326.469  (meters)    1071.09   (feet)  ADJUSTED  
 NM0299  ___________________________________________________________________
 NM0299  LAPLACE CORR-          -7.16  (seconds)                    DEFLEC99
 NM0299  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 NM0299  DYNAMIC HT  -         326.357 (meters)    1070.72  (feet)  COMP
 NM0299  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 NM0299
 NM0299  HORZ ORDER  -  SECOND
 NM0299  VERT ORDER  -  SECOND    CLASS 0
 NM0299
 NM0299.The horizontal coordinates were established by classical geodetic methods
 NM0299.and adjusted by the National Geodetic Survey in May 1999..
 NM0299
 NM0299.The orthometric height was determined by differential leveling
 NM0299.and adjusted by the National Geodetic Survey in June 1991..
 NM0299
 NM0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0299
 NM0299.The geoid height was determined by GEOID03.
 NM0299
 NM0299.The dynamic height is computed by dividing the NAVD 88
 NM0299.geopotential number by the normal gravity value computed on the
 NM0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0299.degrees latitude (g = 980.6199 gals.).
 NM0299
 NM0299.The modeled gravity was interpolated from observed gravity values.
 NM0299
 NM0299;                    North         East     Units Scale Factor Converg.
 NM0299;SPC IA N     - 1,074,238.900 1,272,416.647   MT  0.99998830   -1 51 57.6
 NM0299;SPC NE       -   262,256.795   809,579.977   MT  0.99971883   +2 28 58.7
 NM0299;UTM  14      - 4,668,416.382   727,006.565   MT  1.00023412   +1 50 36.7
 NM0299
 NM0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0299!SPC IA N     -   0.99995296  x   0.99998830  =   0.99994126
 NM0299!SPC NE       -   0.99995296  x   0.99971883  =   0.99967180
 NM0299!UTM  14      -   0.99995296  x   1.00023412  =   1.00018707
 NM0299
 NM0299:                Primary Azimuth Mark                     Grid Az
 NM0299:SPC IA N     -  WHITING MUNICIPAL TANK                   097 52 58.7
 NM0299:SPC NE       -  WHITING MUNICIPAL TANK                   093 32 02.4
 NM0299:UTM  14      -  WHITING MUNICIPAL TANK                   094 10 24.4
 NM0299
 NM0299|---------------------------------------------------------------------|
 NM0299| PID    Reference Object                     Distance      Geod. Az  |
 NM0299|                                                           dddmmss.s |
 NM0299| NM1664 WHITING MUNICIPAL TANK              APPROX. 8.6 KM 0960101.1 |
 NM0299| NM0300 FAIRVIEW AZ MK                                     1693957.1 |
 NM0299| NM0297 FAIRVIEW RM 1                        29.193 METERS 27049     |
 NM0299| NM0298 FAIRVIEW RM 2                        29.162 METERS 34211     |
 NM0299|---------------------------------------------------------------------|
 NM0299
 NM0299                          SUPERSEDED SURVEY CONTROL
 NM0299
 NM0299  NAD 83(1996)-  42 08 05.97181(N)    096 15 11.70637(W) AD(       ) 2
 NM0299  NAD 83(1996)-  42 08 05.97267(N)    096 15 11.70654(W) AD(       ) 2
 NM0299  NAD 83(1986)-  42 08 05.97200(N)    096 15 11.70348(W) AD(       ) 2
 NM0299  NAD 27      -  42 08 06.01200(N)    096 15 10.61300(W) AD(       ) 2
 NM0299  NGVD 29 (??/??/92)  326.327  (m)         1070.62   (f) ADJ UNCH    2 0
 NM0299
 NM0299.Superseded values are not recommended for survey control.
 NM0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0299.See file dsdata.txt to determine how the superseded data were derived.
 NM0299
 NM0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2700768416(NAD 83)
 NM0299_MARKER: DS = TRIANGULATION STATION DISK
 NM0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0299_STAMPING: FAIRVIEW 1948
 NM0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0299+STABILITY: SURFACE MOTION
 NM0299
 NM0299  HISTORY     - Date     Condition        Report By
 NM0299  HISTORY     - 1948     MONUMENTED       CGS
 NM0299  HISTORY     - 1948     GOOD             CGS
 NM0299
 NM0299                          STATION DESCRIPTION
 NM0299
 NM0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0299'LOCATED ABOUT 5 MILES WEST OF WHITING, ABOUT 1-3/4 MILE EAST
 NM0299'OF THE MISSOURI RIVER AND IN THE EAST 1/4 CORNER OF SEC. 36,
 NM0299'T. 85 N., R. 56 W.  ON LAND OWNED AND OCCUPIED BY MR. CLARENCE
 NM0299'BRENDEN.  IT IS 28 FEET NORTH OF A NARROW ROAD JUST SOUTH OF
 NM0299'MR. BRENDENS FARM BUILDENS, 59 FEET SOUTH OF A GRAINERY BUILDING
 NM0299'AND 11 FEET NORTH OF A WITNESS POST.  THE MARK IS FLUSH WITH
 NM0299'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED FAIRVIEW
 NM0299'1948.
 NM0299'
 NM0299'REFERENCE MARK NO. 1 IS 95.78 FEET WEST OF THE STATION, IN
 NM0299'THE EAST-WEST FENCE ROW ON THE NORTH SIDE OF A LANE AND 2-1/2
 NM0299'FEET WEST OF THE GATE POST AT THE ENTRANCE TO THE LANE AND
 NM0299'13 FEET NORTH OF THE FENCE LINE ON THE NORTH SIDE OF A NARROW
 NM0299'EAST-WEST ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 NM0299'IS STAMPED FAIRVIEW NO 1 1948.
 NM0299'
 NM0299'REFERENCE MARK NO. 2 IS 95.68 FEET NORTH OF THE STATION, 1
 NM0299'FOOT SOUTH OF A GATE POST AT THE ENTRANCE TO BARNYARD AND 16
 NM0299'FEET WEST OF THE NORTHWEST CORNER OF THE GRAINERY BUILDING.
 NM0299'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FAIRVIEW
 NM0299'NO 2 1948.
 NM0299'
 NM0299'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH OF THE STATION, 38 FEET
 NM0299'WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 5 FEET NORTHWEST
 NM0299'OF A FENCE CORNER AND 3 FEET WEST OF A WHITE WITNESS POST.
 NM0299'THE MARK PROJECTS 5 INCHES AND THE DISC IS STAMPED, FAIRVIEW
 NM0299'1948.
 NM0299'
 NM0299'TO REACH FROM THE HIGH SCHOOL IN WHITING GO WEST ON MAIN
 NM0299'GRADED ROAD FOR 4.7 MILES TO A T-INTERSECTION OF ROADS.  THENCE
 NM0299'RIGHT OR NORTH FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AT
 NM0299'A T-INTERSECTION OF FENCES.  CONTINUE NORTH FOR 0.2 MILE TO
 NM0299'THE FIRST ROAD TO THE LEFT AT THE ENTRANCE TO MR. BRENDENS
 NM0299'FARM BUILDINGS AND THE STATION AS DESCRIBED ABOVE.
 NM0299'
 NM0299'A TRAVERSE CONNECTION WAS MADE TO BM 20 (USC AND GS AND SS)
 NM0299'AND THE DISTANCE IS AS FOLLOWS--407.234 METERS (1336.07 FT.)
 NM0299'
 NM0299'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 NM0299
 NM0299                          STATION RECOVERY (1948)
 NM0299
 NM0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NM0299'5.6 MI W FROM WHITING.
 NM0299'5.1 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT WHITING,
 NM0299'THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, 5.3 MILES SOUTHEAST OF
 NM0299'ALBATON, AT A FARMHOUSE WHICH IS LOCATED AT A T ROAD, 162.0 FEET
 NM0299'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 57.3
 NM0299'FEET SOUTH OF THE SOUTHEAST CORNER OF A FARM TOOL HOUSE, 27.0
 NM0299'FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 10.7
 NM0299'FEET NORTH OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 NM0299'AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0300 ***********************************************************************
 NM0300  DESIGNATION -  FAIRVIEW AZ MK
 NM0300  PID         -  NM0300
 NM0300  STATE/COUNTY-  IA/MONONA
 NM0300  USGS QUAD   -  ALBATON (1969)
 NM0300
 NM0300                         *CURRENT SURVEY CONTROL
 NM0300  ___________________________________________________________________
 NM0300* NAD 83(1986)-  42 07 56.     (N)    096 15 08.     (W)     SCALED    
 NM0300* NAVD 88     -       326.908  (meters)    1072.53   (feet)  ADJUSTED  
 NM0300  ___________________________________________________________________
 NM0300  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 NM0300  DYNAMIC HT  -         326.795 (meters)    1072.16  (feet)  COMP
 NM0300  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 NM0300
 NM0300  VERT ORDER  -  SECOND    CLASS 0
 NM0300
 NM0300.The horizontal coordinates were scaled from a topographic map and have
 NM0300.an estimated accuracy of +/- 6 seconds.
 NM0300
 NM0300.The orthometric height was determined by differential leveling
 NM0300.and adjusted by the National Geodetic Survey in June 1991..
 NM0300
 NM0300.The geoid height was determined by GEOID03.
 NM0300
 NM0300.The dynamic height is computed by dividing the NAVD 88
 NM0300.geopotential number by the normal gravity value computed on the
 NM0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0300.degrees latitude (g = 980.6199 gals.).
 NM0300
 NM0300.The modeled gravity was interpolated from observed gravity values.
 NM0300
 NM0300;                    North         East    Units  Estimated Accuracy
 NM0300;SPC IA N     - 1,073,930.    1,272,490.      MT  (+/- 180 meters Scaled)
 NM0300
 NM0300                          SUPERSEDED SURVEY CONTROL
 NM0300
 NM0300  NGVD 29 (??/??/92)  326.765  (m)         1072.06   (f) ADJ UNCH    2 0
 NM0300
 NM0300.Superseded values are not recommended for survey control.
 NM0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0300.See file dsdata.txt to determine how the superseded data were derived.
 NM0300
 NM0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM271681(NAD 83)
 NM0300_MARKER: DZ = AZIMUTH MARK DISK
 NM0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0300_STAMPING: FAIRVIEW 1948
 NM0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0300+STABILITY: SURFACE MOTION
 NM0300
 NM0300  HISTORY     - Date     Condition        Report By
 NM0300  HISTORY     - 1948     MONUMENTED       CGS
 NM0300
 NM0300                          STATION DESCRIPTION
 NM0300
 NM0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0300'5.3 MI W FROM WHITING.
 NM0300'5.1 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT WHITING,
 NM0300'THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, AT THE SOUTHEAST
 NM0300'CORNER OF A CULTIVATED FIELD, 42.0 FEET WEST OF THE CENTER
 NM0300'LINE OF THE NORTH-SOUTH ROAD, 38.7 FEET SOUTH OF THE 5TH. POLE
 NM0300'SOUTH OF A T ROAD LEADING WEST, 4.5 FEET NORTHWEST OF A CORNER
 NM0300'FENCE POST, 3.6 FEET NORTH OF A FENCE, 3.3 FEET WEST OF A
 NM0300'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 NM0300'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0297 ***********************************************************************
 NM0297  DESIGNATION -  FAIRVIEW RM 1
 NM0297  PID         -  NM0297
 NM0297  STATE/COUNTY-  IA/MONONA
 NM0297  USGS QUAD   -  ALBATON (1969)
 NM0297
 NM0297                         *CURRENT SURVEY CONTROL
 NM0297  ___________________________________________________________________
 NM0297* NAD 83(1986)-  42 08 06.     (N)    096 15 11.     (W)     SCALED    
 NM0297* NAVD 88     -       326.567  (meters)    1071.41   (feet)  ADJUSTED  
 NM0297  ___________________________________________________________________
 NM0297  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 NM0297  DYNAMIC HT  -         326.454 (meters)    1071.04  (feet)  COMP
 NM0297  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 NM0297
 NM0297  VERT ORDER  -  SECOND    CLASS 0
 NM0297
 NM0297.The horizontal coordinates were scaled from a topographic map and have
 NM0297.an estimated accuracy of +/- 6 seconds.
 NM0297
 NM0297.The orthometric height was determined by differential leveling
 NM0297.and adjusted by the National Geodetic Survey in June 1991..
 NM0297
 NM0297.The geoid height was determined by GEOID03.
 NM0297
 NM0297.The dynamic height is computed by dividing the NAVD 88
 NM0297.geopotential number by the normal gravity value computed on the
 NM0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0297.degrees latitude (g = 980.6199 gals.).
 NM0297
 NM0297.The modeled gravity was interpolated from observed gravity values.
 NM0297
 NM0297;                    North         East    Units  Estimated Accuracy
 NM0297;SPC IA N     - 1,074,240.    1,272,430.      MT  (+/- 180 meters Scaled)
 NM0297
 NM0297                          SUPERSEDED SURVEY CONTROL
 NM0297
 NM0297  NGVD 29 (??/??/92)  326.424  (m)         1070.94   (f) ADJ UNCH    2 0
 NM0297
 NM0297.Superseded values are not recommended for survey control.
 NM0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0297.See file dsdata.txt to determine how the superseded data were derived.
 NM0297
 NM0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM270684(NAD 83)
 NM0297_MARKER: DR = REFERENCE MARK DISK
 NM0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0297_STAMPING: FAIRVIEW NO 1 1948
 NM0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0297+STABILITY: SURFACE MOTION
 NM0297
 NM0297  HISTORY     - Date     Condition        Report By
 NM0297  HISTORY     - 1948     MONUMENTED       CGS
 NM0297
 NM0297                          STATION DESCRIPTION
 NM0297
 NM0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0297'5.6 MI W FROM WHITING.
 NM0297'5.1 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 NM0297'WHITING, THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, 5.3 MILES
 NM0297'SOUTHEAST OF ALBATON, AT A FARMHOUSE WHICH IS LOCATED AT A T
 NM0297'ROAD, 95.6 FEET WEST OF TRIANGULATION STATION FAIRVIEW, 29.0 FEET
 NM0297'NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 2.6 FEET
 NM0297'WEST OF A SOUTH GATE POST, 1.0 FOOT SOUTH OF A EAST-WEST FENCE,
 NM0297'SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 NM0297'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0298 ***********************************************************************
 NM0298  DESIGNATION -  FAIRVIEW RM 2
 NM0298  PID         -  NM0298
 NM0298  STATE/COUNTY-  IA/MONONA
 NM0298  USGS QUAD   -  ALBATON (1969)
 NM0298
 NM0298                         *CURRENT SURVEY CONTROL
 NM0298  ___________________________________________________________________
 NM0298* NAD 83(1986)-  42 08 06.     (N)    096 15 11.     (W)     SCALED    
 NM0298* NAVD 88     -       326.570  (meters)    1071.42   (feet)  ADJUSTED  
 NM0298  ___________________________________________________________________
 NM0298  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 NM0298  DYNAMIC HT  -         326.457 (meters)    1071.05  (feet)  COMP
 NM0298  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 NM0298
 NM0298  VERT ORDER  -  SECOND    CLASS 0
 NM0298
 NM0298.The horizontal coordinates were scaled from a topographic map and have
 NM0298.an estimated accuracy of +/- 6 seconds.
 NM0298
 NM0298.The orthometric height was determined by differential leveling
 NM0298.and adjusted by the National Geodetic Survey in June 1991..
 NM0298
 NM0298.The geoid height was determined by GEOID03.
 NM0298
 NM0298.The dynamic height is computed by dividing the NAVD 88
 NM0298.geopotential number by the normal gravity value computed on the
 NM0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0298.degrees latitude (g = 980.6199 gals.).
 NM0298
 NM0298.The modeled gravity was interpolated from observed gravity values.
 NM0298
 NM0298;                    North         East    Units  Estimated Accuracy
 NM0298;SPC IA N     - 1,074,240.    1,272,430.      MT  (+/- 180 meters Scaled)
 NM0298
 NM0298                          SUPERSEDED SURVEY CONTROL
 NM0298
 NM0298  NGVD 29 (??/??/92)  326.427  (m)         1070.95   (f) ADJ UNCH    2 0
 NM0298
 NM0298.Superseded values are not recommended for survey control.
 NM0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0298.See file dsdata.txt to determine how the superseded data were derived.
 NM0298
 NM0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM270684(NAD 83)
 NM0298_MARKER: DR = REFERENCE MARK DISK
 NM0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0298_STAMPING: FAIRVIEW NO 2 1948
 NM0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0298+STABILITY: SURFACE MOTION
 NM0298
 NM0298  HISTORY     - Date     Condition        Report By
 NM0298  HISTORY     - 1948     MONUMENTED       CGS
 NM0298
 NM0298                          STATION DESCRIPTION
 NM0298
 NM0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0298'5.6 MI W FROM WHITING.
 NM0298'5.1 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT WHITING,
 NM0298'THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, 5.3 MILES SOUTHEAST
 NM0298'OF ALBATON, AT A FARMHOUSE WHICH IS LOCATED AT A T ROAD, 95.7
 NM0298'FEET NORTH-NORTHWEST OF TRIANGULATION STATION FAIRVIEW, 15.7
 NM0298'FEET WEST OF THE NORTHWEST CORNER OF A FARM TOOL HOUSE, 1.5 FEET
 NM0298'SOUTH OF A SOUTH GATE POST AT THE SOUTH END OF A BARN LOT, SET
 NM0298'IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0762 ***********************************************************************
 NK0762  DESIGNATION -  FALLSPORT
 NK0762  PID         -  NK0762
 NK0762  STATE/COUNTY-  IA/HARDIN
 NK0762  USGS QUAD   -  BUCKEYE EAST (1979)
 NK0762
 NK0762                         *CURRENT SURVEY CONTROL
 NK0762  ___________________________________________________________________
 NK0762* NAD 83(1996)-  42 28 07.80779(N)    093 16 01.16114(W)     ADJUSTED  
 NK0762* NAVD 88     -       343.6    (meters)    1127.     (feet)  VERTCON   
 NK0762  ___________________________________________________________________
 NK0762  X           -    -268,544.226 (meters)                     COMP
 NK0762  Y           -  -4,704,567.756 (meters)                     COMP
 NK0762  Z           -   4,284,373.607 (meters)                     COMP
 NK0762  LAPLACE CORR-         -19.78  (seconds)                    DEFLEC99
 NK0762  ELLIP HEIGHT-         313.76  (meters)          (05/06/99) GPS OBS
 NK0762  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 NK0762
 NK0762  HORZ ORDER  -  THIRD
 NK0762  ELLP ORDER  -  FOURTH    CLASS I
 NK0762
 NK0762.The horizontal coordinates were established by GPS observations
 NK0762.and adjusted by the National Geodetic Survey in May 1999..
 NK0762
 NK0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0762
 NK0762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0762
 NK0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0762
 NK0762.The ellipsoidal height was determined by GPS observations
 NK0762.and is referenced to NAD 83.
 NK0762
 NK0762.The geoid height was determined by GEOID03.
 NK0762
 NK0762;                    North         East     Units Scale Factor Converg.
 NK0762;SPC IA N     - 1,107,640.837 1,519,161.809   MT  0.99995136   +0 09 28.5
 NK0762;UTM  15      - 4,701,867.155   478,051.632   MT  0.99960593   -0 10 49.0
 NK0762
 NK0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0762!SPC IA N     -   0.99995079  x   0.99995136  =   0.99990216
 NK0762!UTM  15      -   0.99995079  x   0.99960593  =   0.99955674
 NK0762
 NK0762:                Primary Azimuth Mark                     Grid Az
 NK0762:SPC IA N     -  42 141                                   060 25 03.4
 NK0762:UTM  15      -  42 141                                   060 45 20.9
 NK0762
 NK0762|---------------------------------------------------------------------|
 NK0762| PID    Reference Object                     Distance      Geod. Az  |
 NK0762|                                                           dddmmss.s |
 NK0762| NK0285 42 141                              420.866 METERS 0603431.9 |
 NK0762|---------------------------------------------------------------------|
 NK0762
 NK0762                          SUPERSEDED SURVEY CONTROL
 NK0762
 NK0762  NAD 83(1996)-  42 28 07.80779(N)    093 16 01.16114(W) AD(       ) 3
 NK0762  NAD 83(1986)-  42 28 07.80957(N)    093 16 01.15923(W) AD(       ) 3
 NK0762  NGVD 29 (07/09/90)  343.6    (m)         1127.     (f) GPS OBS        
 NK0762
 NK0762.Superseded values are not recommended for survey control.
 NK0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0762.See file dsdata.txt to determine how the superseded data were derived.
 NK0762
 NK0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH7805201867(NAD 83)
 NK0762_MARKER: I = METAL ROD
 NK0762_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NK0762_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NK0762_STAMPING: FALLSPORT 1989
 NK0762_MARK LOGO: NGS   
 NK0762_PROJECTION: FLUSH
 NK0762_MAGNETIC: I = MARKER IS A STEEL ROD
 NK0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0762+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NK0762_ROD/PIPE-DEPTH: 9.2  meters
 NK0762_SLEEVE-DEPTH  : 0.91 meters
 NK0762
 NK0762  HISTORY     - Date     Condition        Report By
 NK0762  HISTORY     - 1989     MONUMENTED       NGS
 NK0762
 NK0762                          STATION DESCRIPTION
 NK0762
 NK0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NK0762'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTH OF IOWA FALLS, AT
 NK0762'THE IOWA FALLS MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE ENTRANCE
 NK0762'RAMP AND RUNWAY.  OWNERSHIP--CITY OF IOWA FALLS, IOWA FALLS, IA 50126,
 NK0762'PHONE (515) 648-2527.  THE AIRPORT MANAGER IS DON MC NAMARA, PHONE
 NK0762'(515) 648-3191.
 NK0762'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 65 AND 20 IN
 NK0762'IOWA FALLS, GO SOUTH ON US HIGHWAY 65 FOR 5.5 KM (3.40 MI) TO THE
 NK0762'ENTRANCE ROAD TO THE AIRPORT ON THE RIGHT.  TURN RIGHT, WEST, ON THE
 NK0762'ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO THE ROADS END AND A GATE ON THE
 NK0762'RIGHT.  PASS THRU THE GATE ONTO THE APRON AND THE ENTRANCE RAMP TO THE
 NK0762'JUNCTION OF THE RUNWAY AND THE STATION ON THE LEFT.
 NK0762'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NK0762'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NK0762'SURROUNDED BY CONCRETE.  LOCATED 20.5 M (67.3 FT) NORTHEAST OF THE
 NK0762'CENTER OF THE RUNWAY, 14.5 M (47.6 FT) NORTHWEST OF THE CENTER OF THE
 NK0762'ENTRANCE RAMP, 6.7 M (22.0 FT) NORTH OF THE CURVED EDGE OF THE
 NK0762'ENTRANCE RAMP, 4.1 M (13.5 FT) EAST-SOUTHEAST OF A RAMP BEACON LIGHT
 NK0762'AND 4.1 M (13.5 FT) EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST.
 NK0762'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NK0762'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0803 ***********************************************************************
 NL0803  DESIGNATION -  FARNHAMVILLE MUNICIPAL TANK
 NL0803  PID         -  NL0803
 NL0803  STATE/COUNTY-  IA/CALHOUN
 NL0803  USGS QUAD   -  FARNHAMVILLE (1965)
 NL0803
 NL0803                         *CURRENT SURVEY CONTROL
 NL0803  ___________________________________________________________________
 NL0803* NAD 83(1996)-  42 16 32.65572(N)    094 24 18.23215(W)     ADJUSTED  
 NL0803* NAVD 88     -                                                        
 NL0803  ___________________________________________________________________
 NL0803  LAPLACE CORR-           8.32  (seconds)                    DEFLEC99
 NL0803  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 NL0803
 NL0803  HORZ ORDER  -  THIRD
 NL0803
 NL0803.The horizontal coordinates were established by classical geodetic methods
 NL0803.and adjusted by the National Geodetic Survey in May 1999..
 NL0803
 NL0803
 NL0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0803
 NL0803.The geoid height was determined by GEOID03.
 NL0803
 NL0803;                    North         East     Units Scale Factor Converg.
 NL0803;SPC IA N     - 1,086,565.543 1,425,343.081   MT  0.99996863   -0 36 48.2
 NL0803;UTM  15      - 4,681,347.566   384,138.491   MT  0.99976517   -0 56 43.0
 NL0803
 NL0803                          SUPERSEDED SURVEY CONTROL
 NL0803
 NL0803  NAD 83(1996)-  42 16 32.65270(N)    094 24 18.23118(W) AD(       ) 4
 NL0803  NAD 83(1986)-  42 16 32.64991(N)    094 24 18.23582(W) AD(       ) 4
 NL0803  NAD 27      -  42 16 32.71000(N)    094 24 17.35100(W) AD(       ) 3
 NL0803
 NL0803.Superseded values are not recommended for survey control.
 NL0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0803.See file dsdata.txt to determine how the superseded data were derived.
 NL0803
 NL0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG8413881348(NAD 83)
 NL0803_MARKER: 53 = ELEVATED TANK
 NL0803
 NL0803  HISTORY     - Date     Condition        Report By
 NL0803  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0803
 NL0803                          STATION DESCRIPTION
 NL0803
 NL0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0803'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF FARNHAMVILLE,
 NL0803'IOWA.  IT IS LOCATED IN THE SOUTHERN CENTRAL PART OF THE TOWN,
 NL0803'ABOUT 15 YARDS S OF HARDIN STREET, ABOUT 6 YARDS E OF MOULTON
 NL0803'AVENUE, ABOUT 70 YARDS N OF FOSTER STREET AND ABOUT 90 YARDS E
 NL0803'OF GARFIELD AVENUE.  THE LATTER WHICH IS THE MAIN STREET OF THE
 NL0803'TOWN.  THE TANK WAS ERECTED IN 1919.  THE MUNICIPAL PUMPING
 NL0803'STATION IS LOCATED JUST E OF THE BASE OF THE TANK.
 NL0803'
 NL0803'THE TANK HAS FOUR BLACK TRUSS-WORK LEGS ABOUT 90 FEET HIGH.
 NL0803'THE SILVER OVAL SECTION OF THE TANK EXTENDS DOWNWARD ABOUT 12
 NL0803'FEET, FROM THE CENTER OF WHICH A ROUND BLACK FEED-PIPE JACKET
 NL0803'EXTENDS TO THE GROUND.  THE VERTICAL SECTION OF THE TANK IS
 NL0803'25 FEET HIGH AND HAS A BLACK CAT-WALK AND RAIL AROUND ITS BASE.
 NL0803'THE CONICAL ROOF WITH PROJECTING EAVES IS ABOUT 5 FEET HIGH
 NL0803'AND HAS A SILVER BALL AND LIGHT AT ITS APEX.  THE TOTAL HEIGHT
 NL0803'IS 120 FEET.  THE ROOF IS BLACK IN COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0838 ***********************************************************************
 NJ0838  DESIGNATION -  FAYETTE
 NJ0838  PID         -  NJ0838
 NJ0838  STATE/COUNTY-  IA/FAYETTE
 NJ0838  USGS QUAD   -  FAYETTE (1981)
 NJ0838
 NJ0838                         *CURRENT SURVEY CONTROL
 NJ0838  ___________________________________________________________________
 NJ0838* NAD 83(1996)-  42 52 08.65098(N)    091 48 56.25232(W)     ADJUSTED  
 NJ0838* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 NJ0838  ___________________________________________________________________
 NJ0838  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 NJ0838  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 NJ0838
 NJ0838  HORZ ORDER  -  THIRD
 NJ0838
 NJ0838.The horizontal coordinates were established by classical geodetic methods
 NJ0838.and adjusted by the National Geodetic Survey in May 1999..
 NJ0838
 NJ0838.The orthometric height was scaled from a topographic map.
 NJ0838
 NJ0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0838
 NJ0838.The geoid height was determined by GEOID03.
 NJ0838
 NJ0838;                    North         East     Units Scale Factor Converg.
 NJ0838;SPC IA N     - 1,153,443.668 1,637,621.002   MT  0.99995153   +1 08 29.7
 NJ0838;UTM  15      - 4,746,955.675   596,741.648   MT  0.99971514   +0 48 21.0
 NJ0838
 NJ0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0838!SPC IA N     -   0.99995101  x   0.99995153  =   0.99990254
 NJ0838!UTM  15      -   0.99995101  x   0.99971514  =   0.99966616
 NJ0838
 NJ0838:                Primary Azimuth Mark                     Grid Az
 NJ0838:SPC IA N     -  WEST UNION MUNICIPAL TANK                002 58 15.3
 NJ0838:UTM  15      -  WEST UNION MUNICIPAL TANK                003 18 24.0
 NJ0838
 NJ0838|---------------------------------------------------------------------|
 NJ0838| PID    Reference Object                     Distance      Geod. Az  |
 NJ0838|                                                           dddmmss.s |
 NJ0838| NJ0836 WEST UNION MUNICIPAL TANK           APPROX.10.2 KM 0040645.0 |
 NJ0838| CI6310 FAYETTE AZ MK 2                                    0410926.8 |
 NJ0838| CI6309 FAYETTE AZ MK                                      0462201.2 |
 NJ0838| CI6311 FAYETTE RM 1                         12.382 METERS 09017     |
 NJ0838| CI6312 FAYETTE RM 2                         22.906 METERS 19316     |
 NJ0838|---------------------------------------------------------------------|
 NJ0838
 NJ0838                          SUPERSEDED SURVEY CONTROL
 NJ0838
 NJ0838  NAD 83(1996)-  42 52 08.65078(N)    091 48 56.25191(W) AD(       ) 3
 NJ0838  NAD 83(1986)-  42 52 08.64125(N)    091 48 56.25217(W) AD(       ) 3
 NJ0838  NAD 27      -  42 52 08.70630(N)    091 48 55.65850(W) AD(       ) 3
 NJ0838
 NJ0838.Superseded values are not recommended for survey control.
 NJ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0838.See file dsdata.txt to determine how the superseded data were derived.
 NJ0838
 NJ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9674246956(NAD 83)
 NJ0838_MARKER: DS = TRIANGULATION STATION DISK
 NJ0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0838
 NJ0838  HISTORY     - Date     Condition        Report By
 NJ0838  HISTORY     - 1961     MONUMENTED       CGS
 NJ0838  HISTORY     - 1964     GOOD             CGS
 NJ0838
 NJ0838                          STATION DESCRIPTION
 NJ0838
 NJ0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0838'THE STATION IS ABOUT 6 MILES SOUTH OF WEST UNION, ABOUT 2
 NJ0838'MILES NORTHWEST OF FAYETTE, ON THE ROAD RIGHT-OF-WAY AND IS IN
 NJ0838'THE NORTHWEST 1/4 OF SECTION 17, T. 93 N., R. 8 W..  IT IS
 NJ0838'186 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN IMPLETEMENT
 NJ0838'SHED, 40 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 6
 NJ0838'FEET SOUTHEAST OF AN EAST GATE POST, 4 FEET SOUTHWEST OF A
 NJ0838'WITNESS POST AND 3 FEET SOUTH OF A WIRE FENCE.  THE MONUMENT
 NJ0838'PROJECTS 6 INCHES AND THE DISK IS STAMPED FAYETTE 1961.
 NJ0838'
 NJ0838'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 150 AND U.S.
 NJ0838'HIGHWAY 18 IN THE NORTHWEST EDGE OF WEST UNION, GO SOUTH ON
 NJ0838'HIGHWAY 150 FOR 4.2 MILES TO A CROSSROAD.  CONTINUE SOUTH
 NJ0838'ON HIGHWAY 150 FOR 2.45 MILES TO THE AZIMUTH MARK ON THE
 NJ0838'LEFT.  CONTINUE SOUTH ON HIGHWAY 150 FOR 0.25 MILE TO A
 NJ0838'CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR
 NJ0838'0.25 MILE TO THE STATION ON THE RIGHT.
 NJ0838'
 NJ0838'REFERENCE MARK 1 IS 38 FEET NORTH OF THE CENTERLINE OF THE
 NJ0838'GRAVELED ROAD, 38 FEET EAST OF THE WITNESS POST AND 4 FEET
 NJ0838'SOUTH OF THE WIRE FENCE.  THE MONUMENT PROJECTS 6 INCHES AND
 NJ0838'THE DISK IS STAMPED FAYETTE NO 1 1961.
 NJ0838'
 NJ0838'REFERENCE MARK 2 IS 34 FEET SOUTH OF THE CENTERLINE OF THE
 NJ0838'GRAVELED ROAD, 13 FEET EAST OF THE CENTERLINE OF A FARM LANE
 NJ0838'AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 8
 NJ0838'INCHES AND THE DISK IS STAMPED FAYETTE NO 2 1961.
 NJ0838'
 NJ0838'THE AZIMUTH MARK IS 31 FEET EAST OF THE CENTERLINE OF STATE
 NJ0838'HIGHWAY 150, 45 FEET NORTH OF A POWER POLE, 28 FEET SOUTH OF
 NJ0838'A FENCE CORNER AND 2 FEET SOUTH OF A WITNESS POST.  THE
 NJ0838'MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED FAYETTE
 NJ0838'1961.
 NJ0838'
 NJ0838'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NJ0838
 NJ0838                          STATION RECOVERY (1964)
 NJ0838
 NJ0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NJ0838'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 NJ0838'ROAD CONSTRUCTION WORK WILL DESTROY THE AZIMUTH MARK, SO IT WAS
 NJ0838'RESET.  THE 1961 DESCRIPTION FOR THE STATION IS ADEQUATE.  A SHORT
 NJ0838'DESCRIPTION FOR THE RESET AZIMUTH MARK FOLLOWS.
 NJ0838'
 NJ0838'AZIMUTH MARK IS 0.35 MILE NORTHEAST OF THE STATION, 140 FEET
 NJ0838'NORTH OF A FENCE T-INTERSECTION, 80 FEET WEST OF THE CENTERLINE
 NJ0838'OF STATE HIGHWAY 150, 30 FEET NORTH OF STEEL RAIL WHICH MARKS
 NJ0838'HIGHWAY STATION P.C. 950 + 54.6, 1.5 FEET SOUTH OF A NEW STEEL
 NJ0838'WITNESS POST, AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 NJ0838'4 INCHES AND THE DISK IS STAMPED FAYETTE 1961 RESET 1964.
 NJ0838'
 NJ0838'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL
 NJ0838'ROAD FOR 0.25 MILE TO STATE HIGHWAY 150.  TURN LEFT AND GO
 NJ0838'NORTH ON STATE HIGHWAY 150 FOR 0.25 MILE TO THE AZIMUTH MARK
 NJ0838'ON THE LEFT OR WEST SIDE OF STATE HIGHWAY 150.
 NJ0838'
 NJ0838'AN ALTERNATE ROUTE FOR REACHING THE STATION FOLLOWS--
 NJ0838'
 NJ0838'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 150
 NJ0838'AND STATE HIGHWAY 930 AT THE WEST EDGE OF FAYETTE, GO NORTH
 NJ0838'ON STATE HIGHWAY 150 FOR 1.9 MILES TO GRAVEL CROSSROADS.  TURN
 NJ0838'LEFT AND GO WEST FOR 0.25 MILE TO THE STATION ON RIGHT, 147
 NJ0838'FEET WEST OF THE WEST SIDE OF A NEW SILO.
 NJ0838'
 NJ0838'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0830 ***********************************************************************
 NJ0830  DESIGNATION -  FAYETTE COUNTY HOME WATER TANK
 NJ0830  PID         -  NJ0830
 NJ0830  STATE/COUNTY-  IA/FAYETTE
 NJ0830  USGS QUAD   -  WEST UNION (1981)
 NJ0830
 NJ0830                         *CURRENT SURVEY CONTROL
 NJ0830  ___________________________________________________________________
 NJ0830* NAD 83(1996)-  42 53 56.27461(N)    091 50 03.25480(W)     ADJUSTED  
 NJ0830* NAVD 88     -                                                        
 NJ0830  ___________________________________________________________________
 NJ0830  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 NJ0830  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 NJ0830
 NJ0830  HORZ ORDER  -  THIRD
 NJ0830
 NJ0830.The horizontal coordinates were established by classical geodetic methods
 NJ0830.and adjusted by the National Geodetic Survey in May 1999..
 NJ0830
 NJ0830
 NJ0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0830
 NJ0830.The geoid height was determined by GEOID03.
 NJ0830
 NJ0830;                    North         East     Units Scale Factor Converg.
 NJ0830;SPC IA N     - 1,156,733.835 1,636,035.100   MT  0.99995350   +1 07 44.3
 NJ0830;UTM  15      - 4,750,254.284   595,175.416   MT  0.99971144   +0 47 37.0
 NJ0830
 NJ0830                          SUPERSEDED SURVEY CONTROL
 NJ0830
 NJ0830  NAD 83(1996)-  42 53 56.27441(N)    091 50 03.25446(W) AD(       ) 4
 NJ0830  NAD 83(1986)-  42 53 56.26519(N)    091 50 03.25418(W) AD(       ) 4
 NJ0830  NAD 27      -  42 53 56.33400(N)    091 50 02.65900(W) AD(       ) 3
 NJ0830
 NJ0830.Superseded values are not recommended for survey control.
 NJ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0830.See file dsdata.txt to determine how the superseded data were derived.
 NJ0830
 NJ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9517550254(NAD 83)
 NJ0830_MARKER: 53 = ELEVATED TANK
 NJ0830
 NJ0830  HISTORY     - Date     Condition        Report By
 NJ0830  HISTORY     - 1961     FIRST OBSERVED   CGS
 NJ0830
 NJ0830                          STATION DESCRIPTION
 NJ0830
 NJ0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0830'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A
 NJ0830'ROUND WOODEN TANK PAINTED SILVER WITH A RED ROOF AND RESTING ON
 NJ0830'4 STEEL LEGS.  THE OVERALL HEIGHT OF THE STRUCTURE IS 80 FEET.
 NJ0830'
 NJ0830'IT IS LOCATED IN THE SOUTHEAST EDGE OF THE COUNTY HOME GROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0833 ***********************************************************************
 NJ0833  DESIGNATION -  FAYETTE COUNTY HOME STACK
 NJ0833  PID         -  NJ0833
 NJ0833  STATE/COUNTY-  IA/FAYETTE
 NJ0833  USGS QUAD   -  WEST UNION (1981)
 NJ0833
 NJ0833                         *CURRENT SURVEY CONTROL
 NJ0833  ___________________________________________________________________
 NJ0833* NAD 83(1996)-  42 53 58.67871(N)    091 50 06.15946(W)     ADJUSTED  
 NJ0833* NAVD 88     -                                                        
 NJ0833  ___________________________________________________________________
 NJ0833  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 NJ0833  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 NJ0833
 NJ0833  HORZ ORDER  -  THIRD
 NJ0833
 NJ0833.The horizontal coordinates were established by classical geodetic methods
 NJ0833.and adjusted by the National Geodetic Survey in May 1999..
 NJ0833
 NJ0833
 NJ0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0833
 NJ0833.The geoid height was determined by GEOID03.
 NJ0833
 NJ0833;                    North         East     Units Scale Factor Converg.
 NJ0833;SPC IA N     - 1,156,806.706 1,635,967.756   MT  0.99995355   +1 07 42.3
 NJ0833;UTM  15      - 4,750,327.530   595,108.516   MT  0.99971128   +0 47 35.0
 NJ0833
 NJ0833                          SUPERSEDED SURVEY CONTROL
 NJ0833
 NJ0833  NAD 83(1996)-  42 53 58.67851(N)    091 50 06.15912(W) AD(       ) 4
 NJ0833  NAD 83(1986)-  42 53 58.66933(N)    091 50 06.15877(W) AD(       ) 4
 NJ0833  NAD 27      -  42 53 58.73900(N)    091 50 05.56200(W) AD(       ) 3
 NJ0833
 NJ0833.Superseded values are not recommended for survey control.
 NJ0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0833.See file dsdata.txt to determine how the superseded data were derived.
 NJ0833
 NJ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9510950328(NAD 83)
 NJ0833_MARKER: 63 = STACK
 NJ0833
 NJ0833  HISTORY     - Date     Condition        Report By
 NJ0833  HISTORY     - 1961     FIRST OBSERVED   CGS
 NJ0833
 NJ0833                          STATION DESCRIPTION
 NJ0833
 NJ0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0833'THE STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS
 NJ0833'SQUARE BROWN BRICK STRUCTURE ON THE SOUTHWEST CORNER OF A BRICK
 NJ0833'BUILDING.  THE OVERALL HEIGHT OF THE BUILDING AND STACK IS
 NJ0833'ABOUT 70 FEET.
 NJ0833'
 NJ0833'IT IS LOCATED IN THE CENTER OF THE FAYETTE COUNTY HOME GROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1637 ***********************************************************************
 NM1637  DESIGNATION -  FELTON
 NM1637  PID         -  NM1637
 NM1637  STATE/COUNTY-  IA/WOODBURY
 NM1637  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM1637
 NM1637                         *CURRENT SURVEY CONTROL
 NM1637  ___________________________________________________________________
 NM1637* NAD 83(1996)-  42 33 16.50413(N)    096 23 07.86932(W)     ADJUSTED  
 NM1637* NAVD 88     -       432.9    (meters)    1420.     (feet)  VERTCON   
 NM1637  ___________________________________________________________________
 NM1637  X           -    -523,375.008 (meters)                     COMP
 NM1637  Y           -  -4,676,663.040 (meters)                     COMP
 NM1637  Z           -   4,291,458.612 (meters)                     COMP
 NM1637  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 NM1637  ELLIP HEIGHT-         407.22  (meters)          (05/06/99) GPS OBS
 NM1637  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 NM1637
 NM1637  HORZ ORDER  -  FIRST
 NM1637  ELLP ORDER  -  FOURTH    CLASS I
 NM1637
 NM1637.The horizontal coordinates were established by classical geodetic methods
 NM1637.and adjusted by the National Geodetic Survey in May 1999..
 NM1637
 NM1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1637
 NM1637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1637
 NM1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1637
 NM1637.The ellipsoidal height was determined by GPS observations
 NM1637.and is referenced to NAD 83.
 NM1637
 NM1637.The geoid height was determined by GEOID03.
 NM1637
 NM1637;                    North         East     Units Scale Factor Converg.
 NM1637;SPC IA N     - 1,121,182.974 1,263,078.075   MT  0.99994731   -1 57 20.3
 NM1637;SPC NE       -   308,348.324   796,710.201   MT  0.99982636   +2 23 43.1
 NM1637;SPC SD S     -    32,284.562   924,127.101   MT  1.00007762   +2 43 24.3
 NM1637;SPC SD S     -   105,920.27  3,031,907.00   sFT  1.00007762   +2 43 24.3
 NM1637;UTM  14      - 4,714,667.223   714,641.301   MT  1.00016686   +1 46 07.8
 NM1637
 NM1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1637!SPC IA N     -   0.99993614  x   0.99994731  =   0.99988345
 NM1637!SPC NE       -   0.99993614  x   0.99982636  =   0.99976251
 NM1637!SPC SD S     -   0.99993614  x   1.00007762  =   1.00001375
 NM1637!UTM  14      -   0.99993614  x   1.00016686  =   1.00010299
 NM1637
 NM1637|---------------------------------------------------------------------|
 NM1637| PID    Reference Object                     Distance      Geod. Az  |
 NM1637|                                                           dddmmss.s |
 NM1637| CO3091 FELTON RM 2                          27.301 METERS 02433     |
 NM1637| CO3090 FELTON RM 1                          32.559 METERS 10434     |
 NM1637| NM1635 LEEDS STATION MUNICIPAL TANK        APPROX. 2.2 KM 1095205.5 |
 NM1637| NM1634 LEEDS STA HOOD FLOUR CO C STK       APPROX. 3.1 KM 1185552.2 |
 NM1637| NM1672 SIOUX CITY MORNINGSIDE HS STK       APPROX. 9.2 KM 1651119.4 |
 NM1637| NM1670 SIOUX CITY MORNINGSIDE MUN TK       APPROX. 8.3 KM 1715014.1 |
 NM1637| CO3088 FELTON AZ MK                                       1725221.4 |
 NM1637| NM1690 SIOUX CITY CUDAHY PACK CO STK       APPROX. 7.7 KM 1775508.6 |
 NM1637| NM1689 SIOUX CITY SWIFT PACKING CO TK      APPROX. 7.4 KM 1783830.5 |
 NM1637| NM1688 SIOUX CITY G E CO GAS PLT STK       APPROX. 7.2 KM 1864844.0 |
 NM1637| NM1698 SIOUX CITY G E CO ELEC PLT STK      APPROX. 7.2 KM 1952109.3 |
 NM1637| CO3089 FELTON AZ MK 2                                     1975901.5 |
 NM1637| NM1647 SIOUX CITY N JR HIGH SCH STACK      APPROX. 4.5 KM 2000712.0 |
 NM1637| NM1639 SIOUX CITY ST ANTHONY ORPH STK      APPROX. 5.6 KM 2192155.0 |
 NM1637| NM1640 SIOUX CITY BRIAR CLIFF COL STK      APPROX. 4.5 KM 2273032.9 |
 NM1637| NM1646 OMAHA/BISMARCK AWY BCN 9            APPROX. 6.7 KM 3280701.9 |
 NM1637|---------------------------------------------------------------------|
 NM1637
 NM1637                          SUPERSEDED SURVEY CONTROL
 NM1637
 NM1637  NAD 83(1996)-  42 33 16.50413(N)    096 23 07.86933(W) AD(       ) 1
 NM1637  NAD 83(1996)-  42 33 16.50398(N)    096 23 07.86925(W) AD(       ) 1
 NM1637  NAD 83(1996)-  42 33 16.50389(N)    096 23 07.87033(W) AD(       ) 1
 NM1637  NAD 83(1986)-  42 33 16.50734(N)    096 23 07.86926(W) AD(       ) 1
 NM1637  NAD 27      -  42 33 16.53100(N)    096 23 06.76200(W) AD(       ) 1
 NM1637  NGVD 29 (02/09/93)  432.6    (m)         1419.     (f) GPS OBS        
 NM1637
 NM1637.Superseded values are not recommended for survey control.
 NM1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1637.See file dsdata.txt to determine how the superseded data were derived.
 NM1637
 NM1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1464114667(NAD 83)
 NM1637_MARKER: DS = TRIANGULATION STATION DISK
 NM1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1637_SP_SET: CONCRETE POST
 NM1637_STAMPING: FELTON 1934
 NM1637_MARK LOGO: CGS   
 NM1637_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NM1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1637+STABILITY: SURFACE MOTION
 NM1637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1637+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1992
 NM1637
 NM1637  HISTORY     - Date     Condition        Report By
 NM1637  HISTORY     - 1934     MONUMENTED       CGS
 NM1637  HISTORY     - 1934     GOOD             CGS
 NM1637  HISTORY     - 1940     GOOD             CGS
 NM1637  HISTORY     - 1948     GOOD             CGS
 NM1637  HISTORY     - 1962     GOOD             CGS
 NM1637  HISTORY     - 1966     GOOD             CGS
 NM1637  HISTORY     - 19920813 GOOD             NOS
 NM1637
 NM1637                          STATION DESCRIPTION
 NM1637
 NM1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM1637'STATION IS LOCATED ABOUT 4 MILES NORTH OF SIOUX CITY AND
 NM1637'1-1/2 MILES WEST OF LEEDS, IN NORTHWEST QUARTER OF SEC. 3,
 NM1637'T. 89 N., R. 47 W., ON A GRASSY HILL, ABOUT THE CENTER ONE
 NM1637'AND THE HIGHEST OF SEVERAL IN THE VICINITY, 12 FEET NORTH OF
 NM1637'A TRAIL OVER HILL AND ABOUT 200 YARDS NORTHEAST OF A SMALL
 NM1637'HOUSE ON SIDE OF HILL.
 NM1637'
 NM1637'TO REACH FROM SIOUX CITY, FOLLOW U.S. HIGHWAY 75 NORTH TO LEEDS
 NM1637'(A SMALL TOWN JUST TO THE WEST OF U.S. HIGHWAY 75).  FROM
 NM1637'POST OFFICE IN LEEDS GO SOUTH ONE BLOCK TO FORTY-FIRST STREET,
 NM1637'THEN WEST 1.05 MILES TO CROSSROADS, CONTINUE WEST 0.75 MILE,
 NM1637'THEN NORTH 0.5 MILE THEN EAST 0.05 MILE TO GATE, PASS THROUGH
 NM1637'GATE AND BEAR NORTHEAST UP HILL 0.2 MILE TO TOP AND STATION
 NM1637'ON NORTH.
 NM1637'
 NM1637'REFERENCE MARK NO. 1 IS EAST OF STATION 32.606 METERS (106.97
 NM1637'FEET) ON NORTH SIDE OF DIM TRAIL THROUGH PASTURE.
 NM1637'
 NM1637'REFERENCE MARK NO. 2 IS EAST OF NORTH OF STATION 27.300 METERS
 NM1637'(89.57 FEET), ON WEST SIDE OF WINDING WAGON TRAIL.
 NM1637'
 NM1637'AZIMUTH MARK IS APPROXIMATELY 1.3 MILES SOUTH OF STATION, ON
 NM1637'NORTH SIDE OF DIRT ROAD AND ALONG AN EAST-WEST FENCE LINE.
 NM1637'
 NM1637'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 NM1637
 NM1637                          STATION RECOVERY (1934)
 NM1637
 NM1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NM1637'RECOVERED IN GOOD CONDITION.
 NM1637
 NM1637                          STATION RECOVERY (1940)
 NM1637
 NM1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1637'STATION RECOVERED AS DESCRIBED EXCEPT FOR DIRECTIONS TO
 NM1637'REACH STATION.  ALL MARKS IN GOOD CONDITION.
 NM1637'
 NM1637'TO REACH FROM LEEDS, WHICH IS ABOUT 4 MILES NORTH OF SIOUX
 NM1637'CITY NEAR U.S. HIGHWAY 75, GO SOUTH FROM THE POST OFFICE FOR
 NM1637'1 BLOCK AND TURN RIGHT (WEST) ON FORTY-FIRST STREET, GO 1.05
 NM1637'MILES TO T-ROAD LEADING SOUTH (TO REACH AZIMUTH MARK TAKE
 NM1637'THIS T-ROAD SOUTH FOR ABOUT 0.5 MILE TO TOP OF HILL, AND TURN
 NM1637'RIGHT (WEST) OFF MAIN-TRAVELED ROAD, FOLLOW TRACK ROAD ABOUT
 NM1637'100 YARDS ALONG FENCE LINE TO TOP OF GRASSY HILL AND AZIMUTH
 NM1637'MARK).  TO REACH STATION CONTINUE WEST FROM T-ROAD FOR 0.5
 NM1637'MILE, TURN RIGHT (NORTH) AND GO 0.6 MILE TO POINT JUST OVER
 NM1637'TOP OF HILL, TURN RIGHT (EAST) ON DIM TRACK ROAD AND GO
 NM1637'NORTH AND EAST ALONG TOP OF RIDGE FOR ABOUT 0.1 MILE TO
 NM1637'SADDLE AND FENCE LINE, CROSS FENCE AND GO EAST UP HILL FOR
 NM1637'ABOUT 0.1 MILE TO TOP OF GRASSY HILL AND STATION.
 NM1637
 NM1637                          STATION RECOVERY (1948)
 NM1637
 NM1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1637'ALL MARKS FOUND AS DESCRIBED AND WERE IN GOOD CONDITION BUT
 NM1637'DUE TO SOME CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 NM1637'
 NM1637'STATION IS LOCATED ABOUT 4 MILE SOUTH OF SIOUX CITY AND
 NM1637'1-1/2 MILES EAST OF LEADS--IN THE NW 1/4 OF SEC. 3, T. 89 N.,
 NM1637'R. 47 W.  ON LAND OWNED BY MR. F.B. DUCKWALTER.  IT IS ON THE
 NM1637'HIGHEST PART OF A GRASSY HILL, THE CENTER AND HIGHEST OF
 NM1637'SEVERAL IN THE VICINITY.  IT IS ABOUT 12 FEET NORTH OF AN
 NM1637'OLD WAGON ROAD OVER THE TOP OF THE HILL.  THE MARK
 NM1637'PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED
 NM1637'FELTON 1934.
 NM1637'
 NM1637'REFERENCE MARK NO. 1 IS 106.97 FEET EAST OF THE STATION, ON
 NM1637'THE EAST SLOPE OF THE HILL AND ALONG THE NORTH SIDE OF A DIM
 NM1637'TRAIL LEADING OVER THE HILL.  THE MARK
 NM1637'PROJECTS ABOUT 3 INCHES AND THE DISC IS STAMPED FELTON
 NM1637'NO 1 1934.
 NM1637'
 NM1637'REFERENCE MARK NO. 2 IS 89.57 FEET NORTH OF THE STATION, ON
 NM1637'THE NORTH SLOPE OF THE HILL AND AT THE WEST EDGE OF AN OLD
 NM1637'WAGON ROAD LEADING OVER THE HILL.  THE MARK
 NM1637'PROJECTS ABOUT 4 INCHES AND THE DISC IS STAMPED FELTON
 NM1637'NO 2 1948.
 NM1637'
 NM1637'AZIMUTH MARK IS LOCATED ABOUT 1.3 MILES SOUTH OF THE STATION,
 NM1637'AND ALONG THE NORTH SIDE OF A DIRT ROAD.  IT IS 15 FEET NORTH
 NM1637'OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD AND IN THE
 NM1637'RIGHT-OF-WAY FENCE LINE.  1 FOOT EAST OF A WHITE WITNESS POST.
 NM1637'THE MARK PROJECTS ABOUT 2 INCHES AND
 NM1637'THE DISC IS STAMPED FELTON 1934.
 NM1637'
 NM1637'THE STATION WAS REACHED FROM LEADS POSTOFFICE BY GOING SOUTH
 NM1637'FOR ABOUT 1 BLOCK TO THE FIRST STREET TO THE RIGHT.  TURN
 NM1637'RIGHT AND GO 1.5 MILE TO A T-INTERSECTION OF ROADS.  TURN
 NM1637'RIGHT, OR NORTH, AND GO 0.7 MILE TO TRACK ROAD TO THE RIGHT,
 NM1637'JUST OVER THE CREST OF THE HILL.  HERE TURN RIGHT AND GO
 NM1637'ACROSS FIELD TO THE TOP OF THE RIDGE.  THENCE LEFT THRU WIRE
 NM1637'GATE TO TOP OF HILL TO THE NORTH.  THENCE RIGHT OR EAST TO
 NM1637'THE EAST-WEST FENCE THRU THE SADDLE.  GO THRU THE FENCE AND TO
 NM1637'THE TOP OF THE STEEP HILL TO THE EAST, AND THE STATION SITE.
 NM1637'TOTAL DISTANCE FROM THE ROAD IS ABOUT 0.25 MILE.
 NM1637'
 NM1637'AZIMUTH MARK MAY BE REACHED FROM THE LEADS POSTOFFICE BY GOING
 NM1637'SOUTH FOR ABOUT 1 BLOCK TO THE FIRST STREET TO THE RIGHT.
 NM1637'THEN WESTERLY FOR 1.0 MILE TO A T-ROAD TO THE LEFT.  THENCE
 NM1637'LEFT OR SOUTH FOR 0.5 MILE TO A T-ROAD TO THE RIGHT, JUST
 NM1637'BEFORE CROSSING THE CREST OF THE GRADE.  HERE TURN RIGHT OR
 NM1637'WEST AND GO ABOUT 200 YARDS TO THE TOP OF THE GRADE AND THE
 NM1637'MARK ON THE RIGHT AS DESCRIBED ABOVE.
 NM1637'
 NM1637'A 4 FT. SIGNAL AT ROUND CAP (MRC) IS VISIBLE AT 50 FT.
 NM1637'
 NM1637'A 50 FT. SIGNAL AT COAD IS VISIBLE AT 50 FEET.
 NM1637'
 NM1637'A 64 FT SIGNAL AT WETROSKY 1934, A 37 FT. SIGNAL AT PLYMOUTH,
 NM1637'A 4 FT. SIGNAL AT SERG 1934, A 64 FT. SIGNAL AT SIOUX 1934
 NM1637'AND A 4 FT. SIGNAL AT WINGERT WERE ALL V.G.
 NM1637'
 NM1637'HEIGHT OF LIGHTS ABOVE STATION 22 METERS
 NM1637
 NM1637                          STATION RECOVERY (1962)
 NM1637
 NM1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NM1637'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NM1637'FOUND IN GOOD CONDITION.  A REVISED TO REACH FOR THIS STATION
 NM1637'FOLLOWS.
 NM1637'
 NM1637'TO REACH THE STATION FROM THE INTERSECTION OF FLOYD AVENUE
 NM1637'AND 41ST STREET AT THE PUBLIC LIBRARY IN THE TOWN OF LEEDS
 NM1637'WHICH IS ABOUT 1 BLOCK SOUTH OF THE POST OFFICE, GO WEST
 NM1637'ON 41ST STREET FOR 1.25 MILES TO E BUCKWALTER DR.  TURN
 NM1637'RIGHT AND GO NORTH ON E. BUCKWALTER DR. (A DIRT ROAD) FOR 0.75
 NM1637'MILE TO A GATE AND SMALL SHED ON THE RIGHT.  TURN OFF THE
 NM1637'ROAD RIGHT AND THRU THE GATE AND FOLLOW THE FENCE EAST, THEN
 NM1637'LEFT THRU THE FENCE, AND GO NORTHWEST TO THE HIGHEST GROUND
 NM1637'AND THE STATION FOR A DISTANCE OF ABOUT 0.3 MILE.
 NM1637
 NM1637                          STATION RECOVERY (1966)
 NM1637
 NM1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NM1637'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND
 NM1637'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND IN GOOD
 NM1637'CONDITION BUT WAS IN THE WAY OF A HOUSING PROJECT.  A NEW
 NM1637'AZIMUTH MARK WAS ESTABLISHED AND THE ORIGINAL MARK WAS DESTROYED.
 NM1637'
 NM1637'TO REACH THE STATION FROM LEEDS, FROM THE INTERSECTION OF
 NM1637'FLOYD AVE. AND 41ST ST. AT THE PUBLIC LIBRARY, GO WEST ON
 NM1637'41ST ST. FOR 1.25 MILES TO E BUCKWALTER DR., TURN RIGHT AND GO
 NM1637'NORTH ON E. BUCKWALTER DR. FOR 0.75 MILE TO A GATE ON THE
 NM1637'RIGHT, TURN RIGHT OFF ROAD AND PICK ROAD NORTHEAST FOR ABOUT
 NM1637'0.3 MILE TO STATION.
 NM1637'
 NM1637'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 NM1637'
 NM1637'THE AZIMUTH MARK IS 39 FEET NORTHWEST OF THE CENTER OF A
 NM1637'FLOWER BED LOCATED IN CENTER OF A CIRCLE DRIVE AND IS 13 FEET
 NM1637'NORTHWEST OF THE CENTERLINE OF THE DRIVE.  IT IS A STANDARD
 NM1637'AZIMUTH MARK DISK SET IN A DRILL HOLE IN THE CONCRETE CURB AND
 NM1637'THE DISK IS STAMPED FELTON 1934 AZ 2 1966.
 NM1637'
 NM1637'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF 41ST STREET
 NM1637'AND BUCKWALTER DRIVE, GO WEST AND SOUTHWEST ON 41ST STREET FOR
 NM1637'0.55 MILE TO HIAWATHA DRIVE ON THE LEFT JUST BEFORE REACHING
 NM1637'A LUTHERAN CHURCH, TURN LEFT AND GO EASTERLY ON HIAWATHA
 NM1637'DRIVE FOR 0.1 MILE, TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO
 NM1637'A CIRCLE DRIVE AND THE MARK ON THE RIGHT.
 NM1637'
 NM1637'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 NM1637'NORTH OF SIOUX CITY
 NM1637
 NM1637                          STATION RECOVERY (1992)
 NM1637
 NM1637'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 NM1637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0817 ***********************************************************************
 NJ0817  DESIGNATION -  FENNER
 NJ0817  PID         -  NJ0817
 NJ0817  STATE/COUNTY-  IA/BUCHANAN
 NJ0817  USGS QUAD   -  OELWEIN SE (1981)
 NJ0817
 NJ0817                         *CURRENT SURVEY CONTROL
 NJ0817  ___________________________________________________________________
 NJ0817* NAD 83(1996)-  42 34 14.78146(N)    091 51 02.05602(W)     ADJUSTED  
 NJ0817* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 NJ0817  ___________________________________________________________________
 NJ0817  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 NJ0817  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 NJ0817
 NJ0817  HORZ ORDER  -  FIRST
 NJ0817
 NJ0817.The horizontal coordinates were established by classical geodetic methods
 NJ0817.and adjusted by the National Geodetic Survey in May 1999..
 NJ0817
 NJ0817.The orthometric height was scaled from a topographic map.
 NJ0817
 NJ0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0817
 NJ0817.The geoid height was determined by GEOID03.
 NJ0817
 NJ0817;                    North         East     Units Scale Factor Converg.
 NJ0817;SPC IA N     - 1,120,258.423 1,635,412.623   MT  0.99994679   +1 07 04.4
 NJ0817;UTM  15      - 4,713,791.819   594,338.093   MT  0.99970949   +0 46 39.5
 NJ0817
 NJ0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0817!SPC IA N     -   0.99995495  x   0.99994679  =   0.99990174
 NJ0817!UTM  15      -   0.99995495  x   0.99970949  =   0.99966445
 NJ0817
 NJ0817:                Primary Azimuth Mark                     Grid Az
 NJ0817:SPC IA N     -  WINTHROP MUNICIPAL TANK                  136 33 07.3
 NJ0817:UTM  15      -  WINTHROP MUNICIPAL TANK                  136 53 32.2
 NJ0817
 NJ0817|---------------------------------------------------------------------|
 NJ0817| PID    Reference Object                     Distance      Geod. Az  |
 NJ0817|                                                           dddmmss.s |
 NJ0817| NJ0766 WINTHROP MUNICIPAL TANK             APPROX.14.2 KM 1374011.7 |
 NJ0817| NJ0786 INDEPENDENCE ST JOHNS S SPIRE       APPROX.11.7 KM 1960843.1 |
 NJ0817| CI6314 FENNER RM 1                          34.759 METERS 29212     |
 NJ0817| NK0480 FAIRBANK MUNICIPAL TANK             APPROX.18.0 KM 2951028.0 |
 NJ0817| CI6313 FENNER AZ MK                                       2985109.8 |
 NJ0817| NJ0826 OELWEIN CGW RR ROUNDHOUSE STK       APPROX.13.9 KM 3331259.1 |
 NJ0817| NJ0823 OELWEIN SACRED HEART CATH CH        APPROX.12.2 KM 3345121.1 |
 NJ0817| NJ0820 OELWEIN INTERSTATE PWR CO STK       APPROX.12.5 KM 3355124.6 |
 NJ0817| CI6315 FENNER RM 2                          32.611 METERS 35714     |
 NJ0817|---------------------------------------------------------------------|
 NJ0817
 NJ0817                          SUPERSEDED SURVEY CONTROL
 NJ0817
 NJ0817  NAD 83(1996)-  42 34 14.78001(N)    091 51 02.05502(W) AD(       ) 1
 NJ0817  NAD 83(1986)-  42 34 14.77350(N)    091 51 02.05716(W) AD(       ) 1
 NJ0817  NAD 27      -  42 34 14.83400(N)    091 51 01.44400(W) AD(       ) 1
 NJ0817
 NJ0817.Superseded values are not recommended for survey control.
 NJ0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0817.See file dsdata.txt to determine how the superseded data were derived.
 NJ0817
 NJ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9433813792(NAD 83)
 NJ0817_MARKER: DS = TRIANGULATION STATION DISK
 NJ0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0817_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NJ0817
 NJ0817  HISTORY     - Date     Condition        Report By
 NJ0817  HISTORY     - 1934     MONUMENTED       CGS
 NJ0817  HISTORY     - 1964     GOOD             USGS
 NJ0817
 NJ0817                          STATION DESCRIPTION
 NJ0817
 NJ0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0817'STATION IS ABOUT 7 MILES NNE OF INDEPENDENCE, ABOUT 2.7 MILES
 NJ0817'E OF BRYANTBURG, IN NE 1/4 SEC. 36, T 90 N, R 9 W, ON LINE
 NJ0817'BETWEEN LAND OWNED BY EMMA SMITH AND E.G. FENNER.  THE MARK
 NJ0817'IS SET IN FENCE LINE, 95 FEET S OF CENTER OF E-W ROAD, 146
 NJ0817'FEET W OF THE NW CORNER OF MRS. SMITHS HOUSE AND IS FLUSH
 NJ0817'WITH THE SURFACE OF THE GROUND.
 NJ0817'
 NJ0817'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NJ0817'BRONZE DISKS SET IN CONCRETE.
 NJ0817'
 NJ0817'REFERENCE MARK NO. 1 IS NW OF THE STATION ON THE S EDGE OF
 NJ0817'THE RIGHT-OF-WAY, 1 FOOT N OF FENCE LINE, 26-1/2 FEET S OF THE
 NJ0817'CENTER OF THE ROAD AND PROJECTS 8 INCHES.
 NJ0817'
 NJ0817'REFERENCE MARK NO. 2 IS NNE OF THE STATION ON THE N EDGE OF
 NJ0817'THE RIGHT-OF-WAY, 32 FEET N OF THE CENTER OF THE ROAD, 8
 NJ0817'FEET W OF THE SW FENCE CORNER OF A WOOD LOT, PROJECTS 8 INCHES.
 NJ0817'
 NJ0817'AZIMUTH MARK IS ABOUT 0.85 MILE NW OF THE STATION, ABOUT
 NJ0817'0.1 MILE S OF SCHOOLHOUSE, ON THE E EDGE OF THE RIGHT-OF-WAY
 NJ0817'OF N-S ROAD, 27-1/2 FEET E OF THE CENTER OF THE ROAD AND
 NJ0817'PROJECTS 14 INCHES.
 NJ0817'
 NJ0817'TO REACH FROM THE STATION GO W 0.75 MILE THEN N 0.4 MILE
 NJ0817'TO THE MARK ON THE L SIDE OF THE ROAD.  TO REACH FROM INDEPENDENCE
 NJ0817'GO N FOR 7.7 MILES ON STATE HIGHWAY 11 FROM JUNCTION WITH
 NJ0817'U.S. HIGHWAY 20 TO CROSSROADS AT THE S EDGE OF THE VILLAGE
 NJ0817'OF BRYANTBURG.  HERE TURN E AND GO 2.75 MILES TO THE STATION.
 NJ0817'
 NJ0817'ALL LIGHTS COME INTO VIEW AT 75 FEET.
 NJ0817
 NJ0817                          STATION RECOVERY (1964)
 NJ0817
 NJ0817'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NJ0817'RECOVERED IN GOOD CONDTION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1021 ***********************************************************************
 OP1021  DESIGNATION -  FENTON
 OP1021  PID         -  OP1021
 OP1021  STATE/COUNTY-  IA/KOSSUTH
 OP1021  USGS QUAD   -  FENTON (1980)
 OP1021
 OP1021                         *CURRENT SURVEY CONTROL
 OP1021  ___________________________________________________________________
 OP1021* NAD 83(1996)-  43 14 28.40690(N)    094 26 30.22866(W)     ADJUSTED  
 OP1021* NAVD 88     -       382.1    (meters)    1254.     (feet)  VERTCON   
 OP1021  ___________________________________________________________________
 OP1021  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 OP1021  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 OP1021
 OP1021  HORZ ORDER  -  FIRST
 OP1021
 OP1021.The horizontal coordinates were established by classical geodetic methods
 OP1021.and adjusted by the National Geodetic Survey in May 1999..
 OP1021
 OP1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1021
 OP1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1021
 OP1021.The geoid height was determined by GEOID03.
 OP1021
 OP1021;                    North         East     Units Scale Factor Converg.
 OP1021;SPC IA N     - 1,193,841.456 1,423,513.419   MT  0.99999545   -0 38 17.7
 OP1021;UTM  15      - 4,788,611.908   382,946.919   MT  0.99976855   -0 59 16.1
 OP1021
 OP1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1021!SPC IA N     -   0.99994456  x   0.99999545  =   0.99994001
 OP1021!UTM  15      -   0.99994456  x   0.99976855  =   0.99971312
 OP1021
 OP1021|---------------------------------------------------------------------|
 OP1021| PID    Reference Object                     Distance      Geod. Az  |
 OP1021|                                                           dddmmss.s |
 OP1021| CI6317 FENTON RM 1                          21.744 METERS 08738     |
 OP1021| CI6316 FENTON AZ MK                                       0903149.8 |
 OP1021| OP1020 FENTON MUN TANK                     APPROX. 2.9 KM 1545950.8 |
 OP1021| CI6318 FENTON RM 2                          20.617 METERS 27153     |
 OP1021| OP1025 RINGSTED MUNICIPAL TANK             APPROX. 8.2 KM 3173932.6 |
 OP1021|---------------------------------------------------------------------|
 OP1021
 OP1021                          SUPERSEDED SURVEY CONTROL
 OP1021
 OP1021  NAD 83(1996)-  43 14 28.40687(N)    094 26 30.22865(W) AD(       ) 1
 OP1021  NAD 83(1986)-  43 14 28.39944(N)    094 26 30.21973(W) AD(       ) 1
 OP1021  NAD 27      -  43 14 28.53727(N)    094 26 29.31318(W) AD(       ) 1
 OP1021  NGVD 29 (07/19/86)  382.0    (m)         1253.     (f) VERT ANG       
 OP1021
 OP1021.Superseded values are not recommended for survey control.
 OP1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1021.See file dsdata.txt to determine how the superseded data were derived.
 OP1021
 OP1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH8294788612(NAD 83)
 OP1021_MARKER: DS = TRIANGULATION STATION DISK
 OP1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1021_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP1021
 OP1021  HISTORY     - Date     Condition        Report By
 OP1021  HISTORY     - 1971     MONUMENTED       NGS
 OP1021
 OP1021                          STATION DESCRIPTION
 OP1021
 OP1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1021'THE STATION IS LOCATED 5 MILES SOUTHEAST OF RINGSTED, 1.5
 OP1021'MILES NORTH-NORTHWEST OF FENTON, 0.1 MILE EAST OF THE PALO
 OP1021'ALTO COUNTY LINE, 182 FEET EAST OF A DRIVEWAY LEADING TO
 OP1021'THE RESIDENCE OF JEROLD HALVERSON, ON THE RIGHT-OF-WAY OF COUNTY
 OP1021'ROUTE B 14, IN THE SOUTHWEST CORNER OF SECTION 6, T 97 N, R 30 W.
 OP1021'
 OP1021'TO REACH THE STATION FROM THE FENTON POST OFFICE, GO NORTH
 OP1021'ON THE PAVED STREET FOR 100 FEET TO A CROSS-STREET.  TURN
 OP1021'RIGHT AND GO EAST ON A PAVED STREET FOR 0.2 MILE TO A
 OP1021'T-INTERSECTION.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 15
 OP1021'FOR 1.5 MILES TO A DIRT CROSSROAD.  TURN LEFT AND GO WEST
 OP1021'ON ROUTE B 14 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OP1021'CONTINUE WEST ON THE DIRT ROAD FOR 0.8 MILE TO A DRIVEWAY ON
 OP1021'THE RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 OP1021'
 OP1021'THE STATION MARKS ARE STANDARD DISKS STAMPED FENTON 1971.
 OP1021'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP1021'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 25 FEET
 OP1021'NORTH OF THE CENTER OF THE ROAD, 8.0 FEET SOUTHEAST OF A
 OP1021'T-JUNCTION FENCE POST, 5.4 FEET SOUTHWEST OF A METAL WITNESS
 OP1021'POST, AND 4.2 FEET SOUTH OF A WIRE FENCE.  THE UNDERGROUND
 OP1021'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 OP1021'ABOUT 42 INCHES BELOW THE SURFACE.
 OP1021'
 OP1021'REFERENCE MARK 1, A STANDARD DISK STAMPED FENTON NO 1 1971,
 OP1021'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP1021'WHICH IS FLUSH WITH THE GROUND.  IT IS 67.5 FEET EAST OF
 OP1021'THE WITNESS POST, 28 FEET NORTH OF THE CENTER OF THE ROAD,
 OP1021'AND 0.9 FOOT SOUTH OF THE FENCE.
 OP1021'
 OP1021'REFERENCE MARK 2, A STANDARD DISK STAMPED FENTON NO 2 1971,
 OP1021'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP1021'WHICH IS FLUSH WITH THE GROUND.  IT IS 115 FEET WEST OF THE
 OP1021'CENTER OF THE DRIVEWAY, 28 FEET NORTH OF THE CENTER OF THE
 OP1021'ROAD, 61 FEET WEST OF THE T-JUNCTION FENCE POST, AND 1.0 FOOT
 OP1021'SOUTH OF THE FENCE.
 OP1021'
 OP1021'THE AZIMUTH MARK, A STANDARD DISK STAMPED FENTON 1971, IS SET
 OP1021'IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OP1021'PROJECTS 5 INCHES ABOVE GROUND.  IT IS 30 FEET SOUTH OF THE
 OP1021'CENTER OF THE DIRT ROAD, 2.9 FEET WEST OF A METAL WITNESS POST,
 OP1021'AND 1.0 FOOT NORTH OF A WIRE FENCE.
 OP1021'
 OP1021'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1020 ***********************************************************************
 OP1020  DESIGNATION -  FENTON MUN TANK
 OP1020  PID         -  OP1020
 OP1020  STATE/COUNTY-  IA/KOSSUTH
 OP1020  USGS QUAD   -  FENTON (1980)
 OP1020
 OP1020                         *CURRENT SURVEY CONTROL
 OP1020  ___________________________________________________________________
 OP1020* NAD 83(1996)-  43 13 03.09729(N)    094 25 35.83254(W)     ADJUSTED  
 OP1020* NAVD 88     -       413.     (meters)    1355.     (feet)  VERTCON   
 OP1020  ___________________________________________________________________
 OP1020  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 OP1020  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 OP1020
 OP1020  HORZ ORDER  -  THIRD
 OP1020
 OP1020.The horizontal coordinates were established by classical geodetic methods
 OP1020.and adjusted by the National Geodetic Survey in May 1999..
 OP1020
 OP1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1020
 OP1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1020
 OP1020.The geoid height was determined by GEOID03.
 OP1020
 OP1020;                    North         East     Units Scale Factor Converg.
 OP1020;SPC IA N     - 1,191,195.387 1,424,711.738   MT  0.99999139   -0 37 40.8
 OP1020;UTM  15      - 4,785,959.185   384,128.818   MT  0.99976516   -0 58 37.3
 OP1020
 OP1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1020!SPC IA N     -   0.99993970  x   0.99999139  =   0.99993109
 OP1020!UTM  15      -   0.99993970  x   0.99976516  =   0.99970488
 OP1020
 OP1020                          SUPERSEDED SURVEY CONTROL
 OP1020
 OP1020  NAD 83(1996)-  43 13 03.09728(N)    094 25 35.83255(W) AD(       ) 4
 OP1020  NAD 83(1986)-  43 13 03.09088(N)    094 25 35.82471(W) AD(       ) 4
 OP1020  NAD 27      -  43 13 03.23232(N)    094 25 34.92336(W) AD(       ) 3
 OP1020  NGVD 29 (07/19/86)  413.     (m)         1355.     (f) VERT ANG       
 OP1020
 OP1020.Superseded values are not recommended for survey control.
 OP1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1020.See file dsdata.txt to determine how the superseded data were derived.
 OP1020
 OP1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH8412985959(NAD 83)
 OP1020_MARKER: 53 = ELEVATED TANK
 OP1020
 OP1020  HISTORY     - Date     Condition        Report By
 OP1020  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP1020
 OP1020                          STATION DESCRIPTION
 OP1020
 OP1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1020'THE FENTON MUNICIPAL WATER TANK IS LOCATED 0.05 MILE SOUTHEAST
 OP1020'OF THE BUSINESS DISTRICT, ADJACENT TO THE FIRE HOUSE, IN
 OP1020'SECTION 18, T 97 N, R 30 W.
 OP1020'
 OP1020'THE TANK IS PAINTED SILVER, A RED CONICAL ROOF, 4 CHANNEL-LACED
 OP1020'LEGS, THE LEGEND FENTON ON THE SIDE, ABOUT 80 FEET HIGH, WITH
 OP1020'A 1 FOOT POLE AT THE APEX.
 OP1020'
 OP1020'THE POINT INTERSECTED WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1182 ***********************************************************************
 OO1182  DESIGNATION -  FERTILE LUTH CH SPIRE
 OO1182  PID         -  OO1182
 OO1182  STATE/COUNTY-  IA/WORTH
 OO1182  USGS QUAD   -  FERTILE (1972)
 OO1182
 OO1182                         *CURRENT SURVEY CONTROL
 OO1182  ___________________________________________________________________
 OO1182* NAD 83(1996)-  43 15 57.76383(N)    093 25 37.71017(W)     ADJUSTED  
 OO1182* NAVD 88     -       369.     (meters)    1211.     (feet)  VERTCON   
 OO1182  ___________________________________________________________________
 OO1182  LAPLACE CORR-           7.98  (seconds)                    DEFLEC99
 OO1182  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 OO1182
 OO1182  HORZ ORDER  -  THIRD
 OO1182
 OO1182.The horizontal coordinates were established by classical geodetic methods
 OO1182.and adjusted by the National Geodetic Survey in May 1999..
 OO1182
 OO1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1182
 OO1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1182
 OO1182.The geoid height was determined by GEOID03.
 OO1182
 OO1182;                    North         East     Units Scale Factor Converg.
 OO1182;SPC IA N     - 1,196,175.575 1,505,915.238   MT  0.99999989   +0 02 57.8
 OO1182;UTM  15      - 4,790,447.949   465,334.951   MT  0.99961478   -0 17 33.9
 OO1182
 OO1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1182!SPC IA N     -   0.99994668  x   0.99999989  =   0.99994657
 OO1182!UTM  15      -   0.99994668  x   0.99961478  =   0.99956148
 OO1182
 OO1182                          SUPERSEDED SURVEY CONTROL
 OO1182
 OO1182  NAD 83(1996)-  43 15 57.76383(N)    093 25 37.71016(W) AD(       ) 4
 OO1182  NAD 83(1986)-  43 15 57.75659(N)    093 25 37.70525(W) AD(       ) 4
 OO1182  NAD 27      -  43 15 57.91607(N)    093 25 36.96053(W) AD(       ) 3
 OO1182  NGVD 29 (07/19/86)  369.     (m)         1211.     (f) VERT ANG       
 OO1182
 OO1182.Superseded values are not recommended for survey control.
 OO1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1182.See file dsdata.txt to determine how the superseded data were derived.
 OO1182
 OO1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH6533590448(NAD 83)
 OO1182_MARKER: 90 = CHURCH SPIRE
 OO1182
 OO1182  HISTORY     - Date     Condition        Report By
 OO1182  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1182
 OO1182                          STATION DESCRIPTION
 OO1182
 OO1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1182'THE FERTILE LUTHERAN CHURCH SPIRE IS LOCATED IN THE NORTHWEST
 OO1182'PART OF FERTILE, ADJACENT TO THE FERTILE CONSOLIDATED SCHOOL
 OO1182'GYMNASIUM.
 OO1182'
 OO1182'THE SPIRE, WITH A BELL AT ITS BASE, IS MOUNTED ON A WOOD FRAME
 OO1182'BUILDING, PAINTED WHITE, WITH A 2 FOOT HIGH BLACK CROSS AT
 OO1182'THE APEX, AND ABOUT 60 FEET HIGH.
 OO1182'
 OO1182'THE POINT INTERSECTED WAS THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0891 ***********************************************************************
 ON0891  DESIGNATION -  FESTINA CATH CH SPIRE
 ON0891  PID         -  ON0891
 ON0891  STATE/COUNTY-  IA/WINNESHIEK
 ON0891  USGS QUAD   -  FESTINA (1981)
 ON0891
 ON0891                         *CURRENT SURVEY CONTROL
 ON0891  ___________________________________________________________________
 ON0891* NAD 83(1996)-  43 07 12.92705(N)    091 51 55.46203(W)     ADJUSTED  
 ON0891* NAVD 88     -                                                        
 ON0891  ___________________________________________________________________
 ON0891  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 ON0891  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 ON0891
 ON0891  HORZ ORDER  -  THIRD
 ON0891
 ON0891.The horizontal coordinates were established by classical geodetic methods
 ON0891.and adjusted by the National Geodetic Survey in May 1999..
 ON0891
 ON0891
 ON0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0891
 ON0891.The geoid height was determined by GEOID03.
 ON0891
 ON0891;                    North         East     Units Scale Factor Converg.
 ON0891;SPC IA N     - 1,181,262.677 1,633,014.724   MT  0.99997653   +1 06 28.2
 ON0891;UTM  15      - 4,774,794.030   592,298.725   MT  0.99970480   +0 46 32.1
 ON0891
 ON0891                          SUPERSEDED SURVEY CONTROL
 ON0891
 ON0891  NAD 83(1996)-  43 07 12.92700(N)    091 51 55.46194(W) AD(       ) 4
 ON0891  NAD 83(1986)-  43 07 12.91887(N)    091 51 55.46118(W) AD(       ) 4
 ON0891  NAD 27      -  43 07 13.01300(N)    091 51 54.87900(W) AD(       ) 3
 ON0891
 ON0891.Superseded values are not recommended for survey control.
 ON0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0891.See file dsdata.txt to determine how the superseded data were derived.
 ON0891
 ON0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9229974794(NAD 83)
 ON0891_MARKER: 90 = CHURCH SPIRE
 ON0891
 ON0891  HISTORY     - Date     Condition        Report By
 ON0891  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0891
 ON0891                          STATION DESCRIPTION
 ON0891
 ON0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0891'THE STATION IS THE CENTER OF THE TOP OF THE GREEN SPIRE WITH
 ON0891'SILVER STRIPES AND A SILVER CROSS AT THE TOP LOCATED IN THE
 ON0891'TOWN OF FESTINA.  THE SPIRE IS ATOP THE FESTINA, OUR LADY
 ON0891'OF SEVEN DOLORS CATHOLIC CHURCH BELFRY.  THE CHURCH IS A YELLOW
 ON0891'ROCK CHURCH AND HAS A WHITE BELFRY.  THE OVERALL HEIGHT OF THE
 ON0891'CHURCH AND SPIRE IS APPROXIMATELY 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0927 ***********************************************************************
 LF0927  DESIGNATION -  FF 158
 LF0927  PID         -  LF0927
 LF0927  STATE/COUNTY-  IA/MILLS
 LF0927  USGS QUAD   -  TABOR NE (1957)
 LF0927
 LF0927                         *CURRENT SURVEY CONTROL
 LF0927  ___________________________________________________________________
 LF0927* NAD 83(1986)-  40 56 43.     (N)    095 33 23.     (W)     SCALED    
 LF0927* NAVD 88     -       296.841  (meters)     973.89   (feet)  ADJUSTED  
 LF0927  ___________________________________________________________________
 LF0927  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 LF0927  DYNAMIC HT  -         296.703 (meters)     973.43  (feet)  COMP
 LF0927  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 LF0927
 LF0927  VERT ORDER  -  SECOND    CLASS 0
 LF0927
 LF0927.The horizontal coordinates were scaled from a topographic map and have
 LF0927.an estimated accuracy of +/- 6 seconds.
 LF0927
 LF0927.The orthometric height was determined by differential leveling
 LF0927.and adjusted by the National Geodetic Survey in June 1991..
 LF0927
 LF0927.The geoid height was determined by GEOID03.
 LF0927
 LF0927.The dynamic height is computed by dividing the NAVD 88
 LF0927.geopotential number by the normal gravity value computed on the
 LF0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0927.degrees latitude (g = 980.6199 gals.).
 LF0927
 LF0927.The modeled gravity was interpolated from observed gravity values.
 LF0927
 LF0927;                    North         East    Units  Estimated Accuracy
 LF0927;SPC IA S     -   107,020.      326,870.      MT  (+/- 180 meters Scaled)
 LF0927
 LF0927                          SUPERSEDED SURVEY CONTROL
 LF0927
 LF0927  NGVD 29 (??/??/92)  296.753  (m)          973.60   (f) ADJ UNCH    2 0
 LF0927
 LF0927.Superseded values are not recommended for survey control.
 LF0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0927.See file dsdata.txt to determine how the superseded data were derived.
 LF0927
 LF0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF848358(NAD 83)
 LF0927_MARKER: DB = BENCH MARK DISK
 LF0927_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0927_SP_SET: CULVERT
 LF0927_STAMPING: FF 158 1949
 LF0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0927
 LF0927  HISTORY     - Date     Condition        Report By
 LF0927  HISTORY     - 1949     MONUMENTED       CGS
 LF0927  HISTORY     - 1950     GOOD             NGS
 LF0927  HISTORY     - 1950     GOOD             NGS
 LF0927
 LF0927                          STATION DESCRIPTION
 LF0927
 LF0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF0927'3 MI W FROM STRAHAN.
 LF0927'3.0 MILES WEST ALONG COUNTY ROAD S FROM THE STRAHAN CONSOLIDATED
 LF0927'SCHOOL AT STRAHAN, 42 FEET NORTH OF THE INTERSECTION OF THE CENTER
 LF0927'LINE OF COUNTY ROAD S AND COUNTY ROAD J, 57 YARDS EAST OF A
 LF0927'LONE ELM TREE, 13 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LF0927'ROAD, SET IN THE TOP OF THE EAST HEADWALL OF A 10 X 12 FOOT
 LF0927'CONCRETE CULVERT, AND 0.8 FOOT NORTH OF THE SOUTH END OF THE
 LF0927'HEADWALL.
 LF0927
 LF0927                          STATION RECOVERY (1950)
 LF0927
 LF0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0687 ***********************************************************************
 NL0687  DESIGNATION -  FIELDING
 NL0687  PID         -  NL0687
 NL0687  STATE/COUNTY-  IA/CHEROKEE
 NL0687  USGS QUAD   -  FIELDING (1969)
 NL0687
 NL0687                         *CURRENT SURVEY CONTROL
 NL0687  ___________________________________________________________________
 NL0687* NAD 83(1996)-  42 40 05.30173(N)    095 46 49.89459(W)     ADJUSTED  
 NL0687* NAVD 88     -       437.     (meters)    1434.     (feet)  SCALED    
 NL0687  ___________________________________________________________________
 NL0687  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 NL0687  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 NL0687
 NL0687  HORZ ORDER  -  SECOND
 NL0687
 NL0687.The horizontal coordinates were established by classical geodetic methods
 NL0687.and adjusted by the National Geodetic Survey in May 1999..
 NL0687
 NL0687.The orthometric height was scaled from a topographic map.
 NL0687
 NL0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0687
 NL0687.The geoid height was determined by GEOID03.
 NL0687
 NL0687;                    North         East     Units Scale Factor Converg.
 NL0687;SPC IA N     - 1,132,274.152 1,313,078.933   MT  0.99994537   -1 32 44.2
 NL0687;UTM  15      - 4,727,712.090   272,140.593   MT  1.00023882   -1 53 07.1
 NL0687
 NL0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0687!SPC IA N     -   0.99993572  x   0.99994537  =   0.99988110
 NL0687!UTM  15      -   0.99993572  x   1.00023882  =   1.00017453
 NL0687
 NL0687:                Primary Azimuth Mark                     Grid Az
 NL0687:SPC IA N     -  FIELDING AZ MK                           182 22 33.9
 NL0687:UTM  15      -  FIELDING AZ MK                           182 42 56.8
 NL0687
 NL0687|---------------------------------------------------------------------|
 NL0687| PID    Reference Object                     Distance      Geod. Az  |
 NL0687|                                                           dddmmss.s |
 NL0687| CO3098 FIELDING AZ MK                                     1804949.7 |
 NL0687| CO3100 FIELDING RM 2                        19.650 METERS 23719     |
 NL0687| NL0693 HENRY                               APPROX.15.0 KM 2740839.6 |
 NL0687| CO3099 FIELDING RM 1                        18.662 METERS 35900     |
 NL0687|---------------------------------------------------------------------|
 NL0687
 NL0687                          SUPERSEDED SURVEY CONTROL
 NL0687
 NL0687  NAD 83(1996)-  42 40 05.30182(N)    095 46 49.89453(W) AD(       ) 2
 NL0687  NAD 83(1996)-  42 40 05.30096(N)    095 46 49.89308(W) AD(       ) 2
 NL0687  NAD 83(1986)-  42 40 05.30183(N)    095 46 49.89169(W) AD(       ) 2
 NL0687  NAD 27      -  42 40 05.34600(N)    095 46 48.84200(W) AD(       ) 2
 NL0687
 NL0687.Superseded values are not recommended for survey control.
 NL0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0687.See file dsdata.txt to determine how the superseded data were derived.
 NL0687
 NL0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH7214127712(NAD 83)
 NL0687_MARKER: DS = TRIANGULATION STATION DISK
 NL0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0687
 NL0687  HISTORY     - Date     Condition        Report By
 NL0687  HISTORY     - 1950     MONUMENTED       CGS
 NL0687  HISTORY     - 1956     SEE DESCRIPTION  CGS
 NL0687  HISTORY     - 1962     MARK NOT FOUND   IACC
 NL0687  HISTORY     - 1962     SEE DESCRIPTION  CGS
 NL0687  HISTORY     - 1970     SEE DESCRIPTION  IA-035
 NL0687
 NL0687                          STATION DESCRIPTION
 NL0687
 NL0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0687'STATION IS LOCATED ABOUT 7 MILES NORTH NORTHWEST OF WASHTA
 NL0687'ON RIGHT OF WAY OF DIRT ROAD.  STATION IS 26 FEET EAST OF THE
 NL0687'APPROXIMATE CENTERLINE OF ROAD, 8 FEET NORTH OF WITNESS
 NL0687'POST AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT 2
 NL0687'INCHES AND THE DISK IS STAMPED FIELDING 1950.
 NL0687'
 NL0687'REFERENCE MARK NO. 1 IS 26 FEET EAST OF THE APPROXIMATE
 NL0687'CENTERLINE OF ROAD AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS
 NL0687'ABOUT 6 INCHES AND THE DISK IS STAMPED FIELDING NO 1 1950.
 NL0687'
 NL0687'REFERENCE MARK NO. 2 IS 29 FEET WEST OF THE APPROXIMATE
 NL0687'CENTERLINE OF ROAD AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS
 NL0687'ABOUT 4 INCHES AND THE DISK IS STAMPED FIELDING NO 2 1950.
 NL0687'
 NL0687'AZIMUTH MARK IS 35 FEET NORTH OF THE APPROXIMATE CENTERLINE
 NL0687'OF GRAVEL ROAD, 32 FEET EAST OF THE APPROXIMATE CENTERLINE
 NL0687'OF DIRT ROAD AND 1 FOOT EAST OF FENCE CORNER.  THE MARK
 NL0687'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED FIELDING 1950.
 NL0687'
 NL0687'TO REACH FROM THE POST OFFICE IN WASHTA GO WEST ON COUNTY
 NL0687'ROUTE L FOR 4.2 MILES TO JUNCTION WITH STATE ROUTE 143.  TURN
 NL0687'RIGHT AND GO NORTH ON STATE ROUTE 143 FOR 6 MILES TO CROSSROADS
 NL0687'AT FIELDING.  TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 1.0
 NL0687'MILE TO CROSSROADS AND AZIMUTH ON LEFT IN NORTHWEST ANGLE
 NL0687'OF CROSSROADS AS DESCRIBED.  TURN LEFT AND GO NORTH FOR 0.35
 NL0687'MILE TO STATION ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.
 NL0687'
 NL0687'A 100 FOOT SIGNAL AT STATION HENRY IS V.G.
 NL0687'
 NL0687'A 100 FOOT SIGNAL AT STATION MILLER 1940 IS V.G.
 NL0687'
 NL0687'A 74 FOOT SIGNAL AT STATION PIGOTT 1940 IS V.G.
 NL0687'
 NL0687'A 74 FOOT SIGNAL AT BUSH IS V.G.
 NL0687'
 NL0687'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NL0687
 NL0687                          STATION RECOVERY (1956)
 NL0687
 NL0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 NL0687'THIS STATION WAS VISITED AT THE REQUEST OF THE CHEROKEE
 NL0687'COUNTY ENGINEERS OFFICE AND THE STATION AND BOTH REFERENCE
 NL0687'MARKS WERE FOUND DESTROYED BY ROAD CONSTRUCTION WORK WHICH
 NL0687'HAD BEEN DONE ABOUT THREE YEARS AGO.  THE AZIMUTH MARK HAD
 NL0687'BEEN HIT BY ROAD MACHINERY AND WAS TILTED.  THE SURFACE
 NL0687'STATION MARK DISK WAS BROKEN OUT OF THE BLOCK OF CONCRETE
 NL0687'AND JUDGING FROM THE DEPTH OF THE DITCH AT THE APPROXIMATE
 NL0687'STATION SITE, THE UNDERGROUND STATION MARK WAS DESTROYED,
 NL0687'TOO.  THE DISKS FOR THE REFERENCE MARKS WERE NOT RECOVERED.
 NL0687'BUT THEY ARE DEFINITELY DESTROYED.  THE AZIMUTH MARK WAS
 NL0687'LEFT IN ITS TILTED POSITION.
 NL0687
 NL0687                          STATION RECOVERY (1962)
 NL0687
 NL0687'RECOVERY NOTE BY IOWA CONSERVATION COMMISSION 1962 (REF)
 NL0687'STATION AND R.M. 1 WERE NOT RECOVERED.  FOUND A PIECE OF
 NL0687'CONCRETE LAYING IN EAST ROAD DITCH FROM WHICH CAP HAD BEEN
 NL0687'REMOVED.  UNABLE TO DETERMINE WHETHER STATION MARK OR R.M. 1.
 NL0687'
 NL0687'R.M. 2 FOUND REMOVED AND LAYING ALONG WEST ROW FENCE.  THE
 NL0687'AZIMUTH MARK FOUND TILTED NORTHWEST.
 NL0687
 NL0687                          STATION RECOVERY (1962)
 NL0687
 NL0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NL0687'THIS STATION AND BOTH REFERENCE MARKS WERE REPORTED AS DESTROYED
 NL0687'PREVIOUSLY.  THE AZIMUTH MARK REMAINS IN THE GENERAL VICINITY
 NL0687'OF ITS ORIGINAL LOCATION.  BUT IT HAS BEEN HIT BY ROAD
 NL0687'MACHINERY AND IS TILTED NORTHWEST.
 NL0687
 NL0687                          STATION RECOVERY (1970)
 NL0687
 NL0687'RECOVERY NOTE BY CHEROKEE COUNTY IOWA 1970 (WRB)
 NL0687'REPORTED THAT THE AZIMUTH MARK FOR THIS STATION HAS BEEN DESTROYED.
 NL0687'
 NL0687'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 NL0687'NORTH NORTHWEST WASHTA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0542 ***********************************************************************
 MH0542  DESIGNATION -  FLETCHER
 MH0542  PID         -  MH0542
 MH0542  STATE/COUNTY-  IA/MAHASKA
 MH0542  USGS QUAD   -  UNIVERSITY PARK (1968)
 MH0542
 MH0542                         *CURRENT SURVEY CONTROL
 MH0542  ___________________________________________________________________
 MH0542* NAD 83(1996)-  41 17 17.49476(N)    092 37 07.12368(W)     ADJUSTED  
 MH0542* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 MH0542  ___________________________________________________________________
 MH0542  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 MH0542  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 MH0542
 MH0542  HORZ ORDER  -  SECOND
 MH0542
 MH0542.The horizontal coordinates were established by classical geodetic methods
 MH0542.and adjusted by the National Geodetic Survey in May 1999..
 MH0542
 MH0542.The orthometric height was scaled from a topographic map.
 MH0542
 MH0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0542
 MH0542.The geoid height was determined by GEOID03.
 MH0542
 MH0542;                    North         East     Units Scale Factor Converg.
 MH0542;SPC IA S     -   143,426.335   573,824.007   MT  0.99994953   +0 34 50.0
 MH0542;UTM  15      - 4,570,820.142   531,932.425   MT  0.99961255   +0 15 05.9
 MH0542
 MH0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0542!SPC IA S     -   0.99996507  x   0.99994953  =   0.99991460
 MH0542!UTM  15      -   0.99996507  x   0.99961255  =   0.99957763
 MH0542
 MH0542|---------------------------------------------------------------------|
 MH0542| PID    Reference Object                     Distance      Geod. Az  |
 MH0542|                                                           dddmmss.s |
 MH0542| CL8519 FLETCHER RM 1                        34.275 METERS 05202     |
 MH0542| CL8520 FLETCHER RM 2                        32.309 METERS 13143     |
 MH0542| MH0543 OSKALOOSA IA PWR AND LT CO STK      APPROX. 2.3 KM 2733149.0 |
 MH0542| CL8518 FLETCHER AZ MK                                     2752744.1 |
 MH0542| MH0544 OSKALOOSA MAHASKA CO CTHSE TWR      APPROX. 2.2 KM 2900439.0 |
 MH0542| MH0545 OSKALOOSA MUNICIPAL TANK            APPROX. 3.0 KM 2993041.9 |
 MH0542| MH0546 OSKALOOSA PENN COLL PWR STK         APPROX. 3.4 KM 3124854.0 |
 MH0542|---------------------------------------------------------------------|
 MH0542
 MH0542                          SUPERSEDED SURVEY CONTROL
 MH0542
 MH0542  NAD 83(1986)-  41 17 17.50041(N)    092 37 07.13370(W) AD(       ) 2
 MH0542  NAD 27      -  41 17 17.46010(N)    092 37 06.43870(W) AD(       ) 2
 MH0542
 MH0542.Superseded values are not recommended for survey control.
 MH0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0542.See file dsdata.txt to determine how the superseded data were derived.
 MH0542
 MH0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF3193270820(NAD 83)
 MH0542_MARKER: DS = TRIANGULATION STATION DISK
 MH0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0542_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0542
 MH0542  HISTORY     - Date     Condition        Report By
 MH0542  HISTORY     - 1934     MONUMENTED       CGS
 MH0542
 MH0542                          STATION DESCRIPTION
 MH0542
 MH0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0542'STATION IS ABOUT 1/2 MILE SE OF OSKALOOSA, IN UNIVERSITY PARK
 MH0542'WHICH IS A SUBURB TO OSKALOOSA, ON THE CAMPUS OF JOHN FLETCHER
 MH0542'COLLEGE.  IT IS ABOUT 280 FEET W OF THE S END OF THE CHRISTIAN
 MH0542'WITNESS MEMORIAL BUILDING (ERECTED 1928), 100 FEET N OF THE
 MH0542'CENTER LINE OF E NINTH AVENUE, AND 25 FEET E OF THE CENTER LINE
 MH0542'OF THE MAIN ENTRANCE DRIVE (CINDER) INTO THE CAMPUS.  THE MARK IS
 MH0542'FLUSH WITH THE SURFACE.
 MH0542'
 MH0542'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MH0542'BRONZE DISKS SET IN CONCRETE.
 MH0542'
 MH0542'REFERENCE MARK NO. 1 IS NE OF THE STATION, 209 FEET W OF THE
 MH0542'CHRISTIAN WITNESS MEMORIAL BUILDING, 5 FEET S OF THE CENTER LINE
 MH0542'OF THE CINDER WALK LEADING E TO THE ABOVE BUILDING, AND 106
 MH0542'FEET E OF THE CENTER LINE OF THE MAIN ENTRANCE DRIVE INTO
 MH0542'THE CAMPUS.  THE MARK PROJECTS 2 INCHES.
 MH0542'
 MH0542'REFERENCE MARK NO. 2 IS SE OF THE STATION, 29 FEET N OF THE
 MH0542'CENTER LINE OF E NINTH AVENUE AND 113 FEET E OF THE CENTER LINE
 MH0542'OF THE MAIN ENTRANCE DRIVE INTO THE CAMPUS.  THE MARK PROJECTS
 MH0542'3 INCHES.
 MH0542'
 MH0542'THE AZIMUTH MARK IS W OF THE STATION, ABOUT 0.1 MILE N OF E
 MH0542'NINTH AVENUE, ABOUT 100 FEET SW OF MR. W.H. CULBERTSONS HOUSE, IN
 MH0542'PASTURE, 1/2 FOOT E OF FENCE, 10 FEET E OF THE CENTER LINE OF
 MH0542'THE LANE TO MR. CULBERTSONS HOUSE, AND 60 FEET S OF A 36-INCH ELM
 MH0542'TREE AT FENCE CORNER AT NW CORNER OF PASTURE.
 MH0542'
 MH0542'TO REACH FROM DOWNTOWN OSKALOOSA GO E ABOUT 1/2 MILE TO THE
 MH0542'JUNCTION OF IOWA HIGHWAY 2 AND U.S. HIGHWAY 63.  TURN S ON
 MH0542'U.S. HIGHWAY 63 AND GO 0.6 MILE TO E NINTH STREET.  GO E ON E
 MH0542'NINTH STREET FOR 0.7 MILE TO THE STATION ON THE CAMPUS OF
 MH0542'JOHN FLETCHER COLLEGE ON THE N SIDE OF THE STREET.
 MH0542'
 MH0542'A 90-FOOT TOWER IS NECESSARY TO CLEAR THE LINES TO STATIONS ROSE
 MH0542'AND FREMONT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0995 ***********************************************************************
 OO0995  DESIGNATION -  FLOOD ET
 OO0995  PID         -  OO0995
 OO0995  STATE/COUNTY-  IA/FLOYD
 OO0995  USGS QUAD   -  RUDD (1971)
 OO0995
 OO0995                         *CURRENT SURVEY CONTROL
 OO0995  ___________________________________________________________________
 OO0995* NAD 83(1996)-  43 08 26.38369(N)    092 56 54.03270(W)     ADJUSTED  
 OO0995* NAVD 88     -       340.2    (meters)    1116.     (feet)  VERTCON   
 OO0995  ___________________________________________________________________
 OO0995  LAPLACE CORR-         -12.33  (seconds)                    DEFLEC99
 OO0995  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 OO0995
 OO0995  HORZ ORDER  -  SECOND
 OO0995
 OO0995.The horizontal coordinates were established by classical geodetic methods
 OO0995.and adjusted by the National Geodetic Survey in May 1999..
 OO0995
 OO0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0995
 OO0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0995
 OO0995.The geoid height was determined by GEOID03.
 OO0995
 OO0995;                    North         East     Units Scale Factor Converg.
 OO0995;SPC IA N     - 1,182,389.925 1,544,878.704   MT  0.99997941   +0 22 26.0
 OO0995;UTM  15      - 4,776,436.575   504,200.907   MT  0.99960022   +0 02 07.2
 OO0995
 OO0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0995!SPC IA N     -   0.99995136  x   0.99997941  =   0.99993077
 OO0995!UTM  15      -   0.99995136  x   0.99960022  =   0.99955160
 OO0995
 OO0995:                Primary Azimuth Mark                     Grid Az
 OO0995:SPC IA N     -  RUDD FARMERS ELEV LT                     111 24 14.1
 OO0995:UTM  15      -  RUDD FARMERS ELEV LT                     111 44 32.9
 OO0995
 OO0995|---------------------------------------------------------------------|
 OO0995| PID    Reference Object                     Distance      Geod. Az  |
 OO0995|                                                           dddmmss.s |
 OO0995| OO1001 RUDD FARMERS ELEV LT                APPROX. 3.8 KM 1114640.1 |
 OO0995| CI6326 FLOOD ET RM 1                        14.779 METERS 17841     |
 OO0995| CI6327 FLOOD ET RM 2                        18.719 METERS 26103     |
 OO0995|---------------------------------------------------------------------|
 OO0995
 OO0995                          SUPERSEDED SURVEY CONTROL
 OO0995
 OO0995  NAD 83(1996)-  43 08 26.38370(N)    092 56 54.03268(W) AD(       ) 2
 OO0995  NAD 83(1986)-  43 08 26.37685(N)    092 56 54.02743(W) AD(       ) 2
 OO0995  NAD 27      -  43 08 26.48356(N)    092 56 53.31885(W) AD(       ) 2
 OO0995  NGVD 29 (07/19/86)  340.2    (m)         1116.     (f) VERT ANG       
 OO0995
 OO0995.Superseded values are not recommended for survey control.
 OO0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0995.See file dsdata.txt to determine how the superseded data were derived.
 OO0995
 OO0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH0420176437(NAD 83)
 OO0995_MARKER: DD = SURVEY DISK
 OO0995_SETTING: 0 = UNSPECIFIED SETTING
 OO0995
 OO0995  HISTORY     - Date     Condition        Report By
 OO0995  HISTORY     - 1969     MONUMENTED       USGS
 OO0995
 OO0995                          STATION DESCRIPTION
 OO0995
 OO0995'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 OO0995'THE STATION IS ABOUT 2.4 MI WNW. OF RUDD, ABOUT 250 FT E. OF THE
 OO0995'E. SIXTEENTH COR. BETWEEN SECS. 10 AND 15, T. 96 N., R. 18 W.,
 OO0995'ALONG U.S. HWY. 18, IN MR. RICHARD HOFLERS FARMYARD.
 OO0995'
 OO0995'TO REACH FROM THE POST OFFICE IN RUDD, GO W. FOR 1-1/2 BLOCKS TO A
 OO0995'T-STREET E., TURN RIGHT AND GO N. ON PAVED RD. FOR ABOUT 0.35 MI TO
 OO0995'A CROSSROADS AND JCT. OF U.S. HWY. 18, TURN LEFT AND GO NW. AND
 OO0995'W. ON U.S. HWY. 18 FOR 2.1 MI TO A CROSSROAD, CONTINUE W. FOR
 OO0995'ABOUT 0.2 MI TO THE FARM OF MR. RICHARD HOFLER ON THE LEFT AND THE
 OO0995'STATION NE. OF THE HOUSE.
 OO0995'
 OO0995'THE STATION, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 OO0995'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 OO0995'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET FLOOD 1969 IS 67 FT
 OO0995'S. AND 45 FT E. CENTER HWY. AT DRIVE S.  13 FT S. AND 6.5 FT
 OO0995'W. OF USGS WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 OO0995'
 OO0995'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0995'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 OO0995'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED FLOOD NO. 1 1969 IS
 OO0995'S. OF THE STATION, 115 FT S. AND 48 FT E. CENTER HWY. AT DRIVE
 OO0995'S.  THE MARK IS FLUSH WITH THE GROUND.
 OO0995'
 OO0995'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0995'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 OO0995'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED FLOOD NO 2 1969 IS
 OO0995'WSW. OF THE STATION, 76 FT S. AND 16 FT W. CENTER HWY. AT DRIVE
 OO0995'S.  5 FT S. OF A SMALL TREE.  THE STATION IS FLUSH WITH THE
 OO0995'GROUND.
 OO0995'
 OO0995'NO AZIMUTH MARK WAS SET.
 OO0995'
 OO0995'REFERENCE AZIMUTH USED - LIGHT ON TOP OF FARMERS CO-OP ELEVATOR
 OO0995'IN RUDD.
 OO0995'
 OO0995'LIGHT ON TOP OF FARMERS CO-OP ELEVATOR IN RUDD - 4-1/2 FT S. AND
 OO0995'4 FT W. OF CENTER SQUARE MANHOLE.  T. 96 N., R. 17 W., ABOUT 500
 OO0995'FT N. AND 500 FT E. OF THE COR. OF SECS. 13, 18, 19 AND 24.
 OO0995'
 OO0995'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0972 ***********************************************************************
 OO0972  DESIGNATION -  FLOYD
 OO0972  PID         -  OO0972
 OO0972  STATE/COUNTY-  IA/FLOYD
 OO0972  USGS QUAD   -  CHARLES CITY (1971)
 OO0972
 OO0972                         *CURRENT SURVEY CONTROL
 OO0972  ___________________________________________________________________
 OO0972* NAD 83(1996)-  43 07 15.52085(N)    092 44 31.11844(W)     ADJUSTED  
 OO0972* NAVD 88     -       334.0    (meters)    1096.     (feet)  VERTCON   
 OO0972  ___________________________________________________________________
 OO0972  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 OO0972  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 OO0972
 OO0972  HORZ ORDER  -  SECOND
 OO0972
 OO0972.The horizontal coordinates were established by classical geodetic methods
 OO0972.and adjusted by the National Geodetic Survey in May 1999..
 OO0972
 OO0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0972
 OO0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0972
 OO0972.The geoid height was determined by GEOID03.
 OO0972
 OO0972;                    North         East     Units Scale Factor Converg.
 OO0972;SPC IA N     - 1,180,333.290 1,561,686.229   MT  0.99997663   +0 30 49.5
 OO0972;UTM  15      - 4,774,281.647   520,989.698   MT  0.99960542   +0 10 34.9
 OO0972
 OO0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0972!SPC IA N     -   0.99995245  x   0.99997663  =   0.99992908
 OO0972!UTM  15      -   0.99995245  x   0.99960542  =   0.99955789
 OO0972
 OO0972:                Primary Azimuth Mark                     Grid Az
 OO0972:SPC IA N     -  FLOYD MUN TANK                           040 19 16.2
 OO0972:UTM  15      -  FLOYD MUN TANK                           040 39 30.8
 OO0972
 OO0972|---------------------------------------------------------------------|
 OO0972| PID    Reference Object                     Distance      Geod. Az  |
 OO0972|                                                           dddmmss.s |
 OO0972| OO0973 FLOYD MUN TANK                      480.989 METERS 0405005.7 |
 OO0972| CI6331 FLOYD RM 1                           29.231 METERS 24835     |
 OO0972| CI6332 FLOYD RM 2                           29.349 METERS 29316     |
 OO0972|---------------------------------------------------------------------|
 OO0972
 OO0972                          SUPERSEDED SURVEY CONTROL
 OO0972
 OO0972  NAD 83(1996)-  43 07 15.52086(N)    092 44 31.11841(W) AD(       ) 2
 OO0972  NAD 83(1986)-  43 07 15.51440(N)    092 44 31.11331(W) AD(       ) 2
 OO0972  NAD 27      -  43 07 15.62522(N)    092 44 30.43949(W) AD(       ) 2
 OO0972  NGVD 29 (07/19/86)  334.0    (m)         1096.     (f) VERT ANG       
 OO0972
 OO0972.Superseded values are not recommended for survey control.
 OO0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0972.See file dsdata.txt to determine how the superseded data were derived.
 OO0972
 OO0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2099074282(NAD 83)
 OO0972_MARKER: DD = SURVEY DISK
 OO0972_SETTING: 0 = UNSPECIFIED SETTING
 OO0972
 OO0972  HISTORY     - Date     Condition        Report By
 OO0972  HISTORY     - 1971     MONUMENTED       USGS
 OO0972
 OO0972                          STATION DESCRIPTION
 OO0972
 OO0972'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (JLC)
 OO0972'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTH OF THE CENTER OF
 OO0972'FLOYD IN THE NORTHEAST 1/4 OF SECTION 21, T 96 N, R 16 W
 OO0972'ON ROAD RIGHT OF WAY.
 OO0972'
 OO0972'TO REACH THE STATION FROM THE POST OFFICE IN FLOYD, GO EAST
 OO0972'ON FIRST AVENUE FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY
 OO0972'218 (MONROE AVENUE).  TURN RIGHT AND GO SOUTH ON THE HIGHWAY
 OO0972'FOR 0.6 MILE TO THE JUNCTION OF U.S. HIGHWAY 18.  TURN RIGHT AND
 OO0972'GO WEST ON HIGHWAY 18 FOR 0.3 MILE TO COUNTY ROUTE T 44
 OO0972'ON THE LEFT.  TURN LEFT AND GO SOUTH ON ROUTE T 44 FOR 0.15
 OO0972'MILE TO THE TOP OF A SMALL HILL, A CUT-BANK ON THE LEFT
 OO0972'AND THE MARK ON THE LEFT ATOP THE CUT-BANK.
 OO0972'
 OO0972'ET FLOYD IS A U.S. GEOLOGICAL SURVEY DISK STAMPED ET FLOYD 1969
 OO0972'CRIMPED TO THE TOP OF A LENGTH OF COPPER COATED ROD ENCASED
 OO0972'BY A 6-INCH TILE.  THE MARK IS ABOUT 2 INCHES BELOW THE GROUND
 OO0972'SURFACE.  IT IS 40 FEET EAST OF THE CENTERLINE OF COUNTY
 OO0972'ROUTE T 44, 20 FEET NORTH OF THE HIGHEST PART OF A CUT-BANK,
 OO0972'12.5 FEET SOUTH OF TELEPHONE POLE NUMBER 73, 3 FEET EAST OF
 OO0972'A METAL WITNESS POST AND IS ABOUT 6 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0982 ***********************************************************************
 OO0982  DESIGNATION -  FLOYD
 OO0982  PID         -  OO0982
 OO0982  STATE/COUNTY-  IA/FLOYD
 OO0982  USGS QUAD   -  CHARLES CITY (1971)
 OO0982
 OO0982                         *CURRENT SURVEY CONTROL
 OO0982  ___________________________________________________________________
 OO0982* NAD 83(1996)-  43 07 26.93160(N)    092 44 17.53534(W)     ADJUSTED  
 OO0982* NAVD 88     -       328.9    (meters)    1079.     (feet)  VERTCON   
 OO0982  ___________________________________________________________________
 OO0982  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 OO0982  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 OO0982
 OO0982  HORZ ORDER  -  FIRST
 OO0982
 OO0982.The horizontal coordinates were established by classical geodetic methods
 OO0982.and adjusted by the National Geodetic Survey in May 1999..
 OO0982
 OO0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0982
 OO0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0982
 OO0982.The geoid height was determined by GEOID03.
 OO0982
 OO0982;                    North         East     Units Scale Factor Converg.
 OO0982;SPC IA N     - 1,180,688.161 1,561,990.093   MT  0.99997707   +0 30 58.7
 OO0982;UTM  15      - 4,774,634.591   521,295.533   MT  0.99960558   +0 10 44.3
 OO0982
 OO0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0982!SPC IA N     -   0.99995325  x   0.99997707  =   0.99993032
 OO0982!UTM  15      -   0.99995325  x   0.99960558  =   0.99955885
 OO0982
 OO0982|---------------------------------------------------------------------|
 OO0982| PID    Reference Object                     Distance      Geod. Az  |
 OO0982|                                                           dddmmss.s |
 OO0982| CI6328 FLOYD RM 1                           24.348 METERS 00712     |
 OO0982| CI6330 FLOYD RM 3                           15.726 METERS 01304     |
 OO0982| OO0973 FLOYD MUN TANK                       13.944 METERS 03223     |
 OO0982| CI6329 FLOYD RM 2                           28.380 METERS 08200     |
 OO0982| OO0983 FLOYD AZ MK                         APPROX. 0.9 KM 1990524.3 |
 OO0982| OO0972 FLOYD                               467.201 METERS 2210519.2 |
 OO0982|---------------------------------------------------------------------|
 OO0982
 OO0982                          SUPERSEDED SURVEY CONTROL
 OO0982
 OO0982  NAD 83(1996)-  43 07 26.93163(N)    092 44 17.53531(W) AD(       ) 1
 OO0982  NAD 83(1986)-  43 07 26.92517(N)    092 44 17.53029(W) AD(       ) 1
 OO0982  NAD 27      -  43 07 27.03610(N)    092 44 16.85748(W) AD(       ) 1
 OO0982  NGVD 29 (07/19/86)  328.9    (m)         1079.     (f) VERT ANG       
 OO0982
 OO0982.Superseded values are not recommended for survey control.
 OO0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0982.See file dsdata.txt to determine how the superseded data were derived.
 OO0982
 OO0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2129674635(NAD 83)
 OO0982_MARKER: DS = TRIANGULATION STATION DISK
 OO0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0982_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0982_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OO0982
 OO0982  HISTORY     - Date     Condition        Report By
 OO0982  HISTORY     - 1971     MONUMENTED       NGS
 OO0982  HISTORY     - 1979     GOOD             NGS
 OO0982
 OO0982                          STATION DESCRIPTION
 OO0982
 OO0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0982'THE STATION IS LOCATED IN THE CITY LIMITS OF FLOYD ADJACENT
 OO0982'TO THE MUNICIPAL WATER TANK ON CITY PROPERTY.
 OO0982'
 OO0982'TO REACH THE STATION FROM THE POST OFFICE IN FLOYD, GO EAST
 OO0982'ON FIRST AVENUE FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY
 OO0982'218 (MONROE AVENUE).  TURN RIGHT AND GO SOUTH ON THE HIGHWAY FOR
 OO0982'0.3 MILE TO A SIDE STREET ON THE RIGHT.  TURN RIGHT AND GO
 OO0982'WEST ON MONTGOMERY STREET FOR 0.05 MILE TO A SHARP RIGHT TURN
 OO0982'AND THE WATER TANK AND THE STATION STRAIGHT AHEAD ABOUT 120
 OO0982'FEET.
 OO0982'
 OO0982'STATION MARKS ARE STANDARD DISKS STAMPED FLOYD 1971.  THE
 OO0982'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO0982'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 94
 OO0982'FEET WEST-SOUTHWEST OF A POWER LINE POLE WITH A TRANSFORMER,
 OO0982'62.6 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 OO0982'CONCRETE BLOCK BUILDING, 29.7 FEET SOUTH-SOUTHWEST OF THE
 OO0982'SOUTHWEST LEG OF THE WATER TANK AND 18 FEET NORTH OF THE NORTH
 OO0982'EDGE OF A CULTIVATED FIELD.  THE UNDERGROUND DISK IS SET IN
 OO0982'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW
 OO0982'THE GROUND SURFACE.
 OO0982'
 OO0982'REFERENCE MARK 1, A STANDARD DISK STAMPED FLOYD NO 1 1971, IS SET
 OO0982'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OO0982'IS FLUSH WITH THE GROUND SURFACE.  IT IS 38.6 FEET
 OO0982'NORTHWEST OF THE NORTHEAST LEG OF THE WATER TANK, 29.2 FEET
 OO0982'NORTH-NORTHWEST OF THE NORTHWEST LEG OF THE WATER TANK AND 14.5
 OO0982'FEET EAST OF A 10-INCH TREE.
 OO0982'
 OO0982'REFERENCE MARK 2, A STANDARD DISK STAMPED FLOYD NO 2 1971,
 OO0982'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0982'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 45 FEET SOUTHWEST
 OO0982'OF THE APPROXIMATE CENTER OF THE CURVE IN THE ROAD, 19 FEET
 OO0982'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING AND 1.5
 OO0982'FEET SOUTH-SOUTHWEST OF THE POWER LINE POLE.
 OO0982'
 OO0982'ET FLOYD IS A U.S. GEOLOGICAL SURVEY DISK STAMPED ET FLOYD 1969
 OO0982'CRIMPED TO THE TOP OF A LENGTH OF COPPER COATED ROD ENCASED
 OO0982'BY A 6-INCH TILE.  THE MARK IS ABOUT 2 INCHES BELOW THE
 OO0982'GROUND SURFACE.  IT IS 40 FEET EAST OF THE CENTERLINE OF
 OO0982'COUNTY ROUTE T 44, 20 FEET NORTH OF THE HIGHEST PART OF A
 OO0982'CUT-BANK, 12.5 FEET SOUTH OF TELEPHONE POLE NUMBER 73, 3 FEET
 OO0982'EAST OF A METAL WITNESS POST AND IS ABOUT 6 FEET HIGHER THAN
 OO0982'THE ROAD.
 OO0982'
 OO0982'TO REACH ET FLOYD (USGS) FROM THE STATION, GO EAST ON MONTGOMERY
 OO0982'STREET FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 218.
 OO0982'TURN RIGHT AND GO SOUTH ON HIGHWAY 218 FOR 0.3 MILE TO THE
 OO0982'JUNCTION OF U.S. HIGHWAY 18.  TURN RIGHT AND GO WEST ON HIGHWAY
 OO0982'18 FOR 0.3 MILE TO COUNTY ROUTE T 44 ON THE LEFT.  TURN LEFT
 OO0982'AND GO SOUTH ON ROUTE T 44 FOR 0.15 MILE TO THE TOP OF A
 OO0982'SMALL HILL, A CUT-BANK ON THE LEFT AND THE MARK ON THE LEFT.
 OO0982'
 OO0982'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
 OO0982
 OO0982                          STATION RECOVERY (1979)
 OO0982
 OO0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OO0982'SURFACE STATION MARK, REFERENCE MARK 2, FLOYD MUNICIPAL WATER TANK
 OO0982'AND FLOYD USGS WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 OO0982'DESCRIBED.  REFERENCE MARK 1 WAS FOUND DESTROYED AND FLOYD USGS WILL
 OO0982'BE DESTROYED BY ROAD CONSTRUCTION.  A REFERENCE MARK 3 AND AN AZIMUTH
 OO0982'MARK WERE ESTABLISHED.  THE DISTANCE TO REFERENCE MARK 2 AGREED WITH
 OO0982'PREVIOUS DATA AND THE DIRECTION WAS 30 SECONDS SMALLER.  THE DIRECTIO
 OO0982'TO THE FLOYD MUN TANK DIFFERED BY 10 MINUTES, 27 SECONDS LARGER THAN
 OO0982'PREVIOUS DATA, HOWEVER, THE RISER OF THE TANK CURVES AND IT IS NOT
 OO0982'KNOWN WHERE PREVIOUS OBSERVATIONS WERE TAKEN.  THE DISTANCE TO THE
 OO0982'TANK WAS 0.016 METER LONGER THAN 1971.  THE 1979 OBSERVATIONS AND
 OO0982'MEASUREMENTS TO THE RISER WERE MADE ABOUT 3 FEET ABOVE THE BASE OF
 OO0982'THE RISER.  A NEW DESCRIPTION FOLLOWS.
 OO0982'
 OO0982'STATION IS LOCATED IN FLOYD, AT THE MUNICIPAL WATER TANK, AND ON
 OO0982'CITY PROPERTY.
 OO0982'
 OO0982'TO REACH THE STATION FROM THE POST OFFICE, GO EAST ON FIRST AVENUE
 OO0982'FOR 0.05 MILE TO U.S. HIGHWAY 218.  TURN RIGHT AND GO SOUTH ON THE
 OO0982'HIGHWAY FOR 0.3 MILE TO A STREET ON THE RIGHT.  TURN RIGHT AND GO
 OO0982'WEST ON MONTGOMERY STREET FOR 0.05 MILE TO A CURVE TO THE RIGHT AND
 OO0982'THE STATION STRAIGHT AHEAD.
 OO0982'
 OO0982'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON MONTGOMERY
 OO0982'STREET FOR 0.3 MILE TO U.S. HIGHWAY 218, TURN RIGHT AND GO SOUTH ON
 OO0982'THE HIGHWAY FOR 0.3 MILE TO U.S. HIGHWAY 18.  TURN RIGHT AND GO
 OO0982'NORTHWEST ON HIGHWAY 18 FOR 0.3 MILE TO COUNTY ROAD T 44 ON THE
 OO0982'LEFT.  TURN SHARP LEFT AND GO SOUTH ON ROAD T 44 FOR 0.55 MILE TO
 OO0982'THE MARK ON THE LEFT AT THE CREST OF A HILL.
 OO0982'
 OO0982'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---FLOYD 1971---
 OO0982'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 2 INCHES BELOW THE
 OO0982'GROUND SURFACE.  IT IS 94 FEET WEST-SOUTHWEST OF A POWERLINE POLE
 OO0982'WITH A TRANSFORMER, 62.6 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 OO0982'OF A CONCRETE BLOCK BUILDING, 29.7 FEET SOUTHWEST OF THE SOUTHWEST
 OO0982'LEG OF THE WATER TANK AND 18 FEET NORTH OF THE NORTH EDGE OF A
 OO0982'CULTIVATED FIELD.  UNDERGROUND MARK IS STAMPED FLOYD 1971 AND IS
 OO0982'REPORTED TO BE 42 INCHES BELOW THE SURFACE, MARK WAS NOT INSPECTED
 OO0982'THIS DATE.
 OO0982'
 OO0982'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---FLOYD NO 2 1971---
 OO0982'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 1 INCH BELOW THE
 OO0982'GROUND SURFACE.  IT IS 45.0 FEET SOUTHWEST OF THE CENTER OF THE CURVE
 OO0982'IN MONTGOMERY STREET, 19.0 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 OO0982'CORNER OF THE BUILDING, 1.5 FEET WEST-SOUTHWEST OF THE POWERLINE POLE
 OO0982'AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 OO0982'
 OO0982'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---FLOYD 1971 NO 3
 OO0982'1979---CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION FOR THE
 OO0982'NORTHWEST LEG OF THE WATER TANK.  IT IS IN THE WEST CORNER OF THE
 OO0982'FOUNDATION AND IS ABOUT 1.5 FEET HIGHER THAN THE STATION.
 OO0982'
 OO0982'AZIMUTH MARK IS A STANDARD DISK, STAMPED---FLOYD 1971 1979---SET
 OO0982'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 OO0982'GROUND.  IT IS 44.5 FEET EAST OF THE CENTERLINE OF COUNTY ROAD T 44,
 OO0982'29.3 FEET NORTH OF A POWERLINE POLE, 15.0 FEET NORTH OF THE CENTERLINE
 OO0982'OF A FIELD ENTRANCE, 1.0 FOOT SOUTH OF A WITNESS POST AND 0.5 FEET
 OO0982'WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0973 ***********************************************************************
 OO0973  DESIGNATION -  FLOYD MUN TANK
 OO0973  PID         -  OO0973
 OO0973  STATE/COUNTY-  IA/FLOYD
 OO0973  USGS QUAD   -  CHARLES CITY (1971)
 OO0973
 OO0973                         *CURRENT SURVEY CONTROL
 OO0973  ___________________________________________________________________
 OO0973* NAD 83(1996)-  43 07 27.31315(N)    092 44 17.20489(W)     ADJUSTED  
 OO0973* NAVD 88     -       360.     (meters)    1181.     (feet)  VERTCON   
 OO0973  ___________________________________________________________________
 OO0973  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 OO0973  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 OO0973
 OO0973  HORZ ORDER  -  THIRD
 OO0973
 OO0973.The horizontal coordinates were established by classical geodetic methods
 OO0973.and adjusted by the National Geodetic Survey in May 1999..
 OO0973
 OO0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0973
 OO0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0973
 OO0973.The geoid height was determined by GEOID03.
 OO0973
 OO0973;                    North         East     Units Scale Factor Converg.
 OO0973;SPC IA N     - 1,180,700.002 1,561,997.456   MT  0.99997709   +0 30 58.9
 OO0973;UTM  15      - 4,774,646.384   521,302.963   MT  0.99960558   +0 10 44.5
 OO0973
 OO0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0973!SPC IA N     -   0.99994838  x   0.99997709  =   0.99992547
 OO0973!UTM  15      -   0.99994838  x   0.99960558  =   0.99955398
 OO0973
 OO0973                          SUPERSEDED SURVEY CONTROL
 OO0973
 OO0973  NAD 83(1996)-  43 07 27.31358(N)    092 44 17.20563(W) AD(       ) 4
 OO0973  NAD 83(1986)-  43 07 27.30720(N)    092 44 17.20057(W) AD(       ) 4
 OO0973  NAD 27      -  43 07 27.41832(N)    092 44 16.52875(W) AD(       ) 3
 OO0973  NGVD 29 (07/19/86)  360.     (m)         1181.     (f) VERT ANG       
 OO0973
 OO0973.Superseded values are not recommended for survey control.
 OO0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0973.See file dsdata.txt to determine how the superseded data were derived.
 OO0973
 OO0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2130374646(NAD 83)
 OO0973_MARKER: 53 = ELEVATED TANK
 OO0973
 OO0973  HISTORY     - Date     Condition        Report By
 OO0973  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO0973
 OO0973                          STATION DESCRIPTION
 OO0973
 OO0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0973'THE FLOYD MUNICIPAL WATER TANK IS LOCATED ABOUT 0.25 MILE
 OO0973'NORTH-NORTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 18 AND 218,
 OO0973'AT THE SOUTHEAST CORNER OF FLOYD, AT THE SITE OF TRIANGULATION
 OO0973'STATION FLOYD.
 OO0973'
 OO0973'THE TANK IS PAINTED SILVER, WITH A RED CONICAL ROOF, A
 OO0973'HEMISPHERICAL BOTTOM, FOUR LEGS, A BALL ON TOP, AND THE
 OO0973'LEGEND FLOYD ON THE SIDE.
 OO0973'
 OO0973'THE POINT INTERSECTED WAS THE BALL ON TOP.
 OO0973'
 OO0973'TRIANGULATION STATION FLOYD IS SOUTH-SOUTHWEST OF THE TANK,
 OO0973'THE DISTANCE BEING 45.8 FEET, (13.94 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2135 ***********************************************************************
 AE2135  CBN         -  This is a Cooperative Base Network Control Station.
 AE2135  PACS        -  This is a Primary Airport Control Station.
 AE2135  DESIGNATION -  FOD A
 AE2135  PID         -  AE2135
 AE2135  STATE/COUNTY-  IA/WEBSTER
 AE2135  USGS QUAD   -  FORT DODGE NORTH (1979)
 AE2135
 AE2135                         *CURRENT SURVEY CONTROL
 AE2135  ___________________________________________________________________
 AE2135* NAD 83(1996)-  42 33 09.88039(N)    094 11 14.86764(W)     ADJUSTED  
 AE2135* NAVD 88     -       346.13   (meters)    1135.6    (feet)  GPS OBS   
 AE2135  ___________________________________________________________________
 AE2135  X           -    -343,626.911 (meters)                     COMP
 AE2135  Y           -  -4,693,367.686 (meters)                     COMP
 AE2135  Z           -   4,291,247.577 (meters)                     COMP
 AE2135  LAPLACE CORR-           9.12  (seconds)                    DEFLEC99
 AE2135  ELLIP HEIGHT-         317.81  (meters)          (06/15/04) GPS OBS
 AE2135  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AE2135
 AE2135  HORZ ORDER  -  B
 AE2135  ELLP ORDER  -  FOURTH    CLASS I
 AE2135
 AE2135.This mark is at Fort Dodge Regional Airport (FOD)
 AE2135
 AE2135.The horizontal coordinates were established by GPS observations
 AE2135.and adjusted by the National Geodetic Survey in August 1997..
 AE2135
 AE2135.The orthometric height was determined by GPS observations and a
 AE2135.high-resolution geoid model.
 AE2135
 AE2135.GPS derived orthometric heights for airport stations designated as
 AE2135.PACS or SACS are published to 2 decimal places.  This maintains
 AE2135.centimeter relative accuracy between the PACS and SACS.  It does
 AE2135.not indicate centimeter accuracy relative to other marks which are
 AE2135.part of the NAVD 88 network.
 AE2135
 AE2135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2135
 AE2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2135
 AE2135.The ellipsoidal height was determined by GPS observations
 AE2135.and is referenced to NAD 83.
 AE2135
 AE2135.The geoid height was determined by GEOID03.
 AE2135
 AE2135;                    North         East     Units Scale Factor Converg.
 AE2135;SPC IA N     - 1,117,164.399 1,443,542.313   MT  0.99994737   -0 27 57.3
 AE2135;UTM  15      - 4,711,833.021   402,512.175   MT  0.99971693   -0 48 11.2
 AE2135
 AE2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2135!SPC IA N     -   0.99995016  x   0.99994737  =   0.99989753
 AE2135!UTM  15      -   0.99995016  x   0.99971693  =   0.99966710
 AE2135
 AE2135                          SUPERSEDED SURVEY CONTROL
 AE2135
 AE2135  ELLIP H (08/25/97)  317.84   (m)                       GP(       ) 4 1
 AE2135
 AE2135.Superseded values are not recommended for survey control.
 AE2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2135.See file dsdata.txt to determine how the superseded data were derived.
 AE2135
 AE2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0251211833(NAD 83)
 AE2135_MARKER: I = METAL ROD
 AE2135_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2135_STAMPING: FOD A 1996
 AE2135_MARK LOGO: NGS   
 AE2135_PROJECTION: FLUSH
 AE2135_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2135+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 AE2135_ROD/PIPE-DEPTH: 8.9  meters
 AE2135_SLEEVE-DEPTH  : 1.0 meters
 AE2135
 AE2135  HISTORY     - Date     Condition        Report By
 AE2135  HISTORY     - 1996     MONUMENTED       NGS
 AE2135  HISTORY     - 20011008 GOOD             JCLS
 AE2135  HISTORY     - 20020308 GOOD             JCLS
 AE2135  HISTORY     - 20021010 GOOD             JCLS
 AE2135  HISTORY     - 20031105 GOOD             JCLS
 AE2135
 AE2135                          STATION DESCRIPTION
 AE2135
 AE2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 AE2135'THE STATION IS 5.0 MI (8.0 KM) NORTH OF FORT DODGE, SOUTH OF RUNWAY
 AE2135'6-24 AND NORTH OF RUNWAY 12-30.  OWNERSHIP--CITY OF FORT DODGE--R.R. 2
 AE2135'FORT DODGE, IA 50501.  AIRPORT MANAGER IS BRAD HAGEN, PHONE
 AE2135'515-573-3881.  NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING
 AE2135'AIRPORT.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20
 AE2135'AND STATE HIGHWAY 169 GO NORTH ON STATE HIGHWAY 169 7.5 MI (12.1 KM)
 AE2135'TO THE INTERSECTION OF 170 ST (COUNTY ROAD D14) ON THE RIGHT.  TURN
 AE2135'RIGHT, EAST, ON 170 STREET AND GO 2.5 MI (4.0 KM) TO THE INTERSECTION
 AE2135'OF NELSON AVENUE (COUNTY ROAD P56) .  TURN LEFT, NORTH, ON NELSON
 AE2135'AVENUE AND GO 0.55 MI (0.89 KM) TO THE AIRPORT ENTRANCE ON THE LEFT.
 AE2135'TURN LEFT, NORTHWEST, AND GO 0.1 MI (0.2 KM) TO A TURN LEFT.  TURN
 AE2135'LEFT, SOUTH AND GO 0.05 MI (0.08 KM) TO AN ELECTRIC GATE.  CONTINUE
 AE2135'THRU GATE AND GO 0.05 MI (0.08 KM) TO A TURN RIGHT.  TURN RIGHT, WEST,
 AE2135'AND GO 0.1 MI (0.2 KM) TO THE APRON.  BEAR RIGHT, NORTHWEST, ACROSS
 AE2135'APRON AND GO 0.15 MI (0.24 KM) TO TAXIWAY B.  BEAR LEFT, SOUTHWEST,
 AE2135'AND GO 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 AE2135'294.0 FT (89.6 M) SOUTHEAST OF THE SOUTHEAST LEG OF A VASI LIGHT,
 AE2135'152.2 FT (46.4 M) NORTH-NORTHWEST OF THE CENTERLINE OF TAXIWAY B,
 AE2135'113.6 FT (34.6 M) NORTH OF A TAXIWAY LIGHT, 74.6 FT (22.7 M) SOUTH OF
 AE2135'A ROUND METAL DRAIN COVER AND 2.2 FT (0.7 M) SOUTH OF A CARSONITE
 AE2135'WITNESS POST.  THE STATION IS 1/2-INCH STAINLESS STEEL ROD DRIVEN 29.2
 AE2135'FT (8.9 M) TO REFUSAL ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP.
 AE2135'NOTE--ACCESS TO DATUM POINT IS THRU A 5-INCH NGS LOGO CAP STAMPED FOD
 AE2135'A 1996.  NOTE--THIS IS THE PRIMARY AIRPORT CONTROL STATION.
 AE2135
 AE2135                          STATION RECOVERY (2001)
 AE2135
 AE2135'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 AE2135'RECOVERED AS DESCRIBED.
 AE2135
 AE2135                          STATION RECOVERY (2002)
 AE2135
 AE2135'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 AE2135'DESCRIPTION IS ADEQUATE
 AE2135
 AE2135                          STATION RECOVERY (2002)
 AE2135
 AE2135'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AE2135'RECOVERED IN GOOD CONDITION.
 AE2135
 AE2135                          STATION RECOVERY (2003)
 AE2135
 AE2135'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AE2135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0881 ***********************************************************************
 NL0881  DESIGNATION -  FONDA
 NL0881  PID         -  NL0881
 NL0881  STATE/COUNTY-  IA/POCAHONTAS
 NL0881  USGS QUAD   -  FONDA (1979)
 NL0881
 NL0881                         *CURRENT SURVEY CONTROL
 NL0881  ___________________________________________________________________
 NL0881* NAD 83(1996)-  42 36 55.13965(N)    094 45 16.21922(W)     ADJUSTED  
 NL0881* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 NL0881  ___________________________________________________________________
 NL0881  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 NL0881  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 NL0881
 NL0881  HORZ ORDER  -  FIRST
 NL0881
 NL0881.The horizontal coordinates were established by classical geodetic methods
 NL0881.and adjusted by the National Geodetic Survey in May 1999..
 NL0881
 NL0881.The orthometric height was scaled from a topographic map.
 NL0881
 NL0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0881
 NL0881.The geoid height was determined by GEOID03.
 NL0881
 NL0881;                    North         East     Units Scale Factor Converg.
 NL0881;SPC IA N     - 1,124,648.910 1,397,079.953   MT  0.99994578   -0 51 00.8
 NL0881;UTM  15      - 4,719,589.773   356,102.364   MT  0.99985476   -1 11 17.3
 NL0881
 NL0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0881!SPC IA N     -   0.99994430  x   0.99994578  =   0.99989009
 NL0881!UTM  15      -   0.99994430  x   0.99985476  =   0.99979907
 NL0881
 NL0881:                Primary Azimuth Mark                     Grid Az
 NL0881:SPC IA N     -  POCAHONTAS MUNICIPAL TANK                028 44 47.2
 NL0881:UTM  15      -  POCAHONTAS MUNICIPAL TANK                029 05 03.7
 NL0881
 NL0881|---------------------------------------------------------------------|
 NL0881| PID    Reference Object                     Distance      Geod. Az  |
 NL0881|                                                           dddmmss.s |
 NL0881| NL0878 POCAHONTAS MUNICIPAL TANK           APPROX.14.9 KM 0275346.4 |
 NL0881| NL0868 PALMER MUNICIPAL TANK               APPROX.12.8 KM 0821138.6 |
 NL0881| NL0874 POMEROY PUBLIC SCHOOL BELFRY        APPROX. 9.7 KM 1421112.0 |
 NL0881| NL0873 POMEROY IMM LUTH CH SPIRE           APPROX. 9.2 KM 1433754.1 |
 NL0881| CI6333 FONDA AZ MK                                        1573114.6 |
 NL0881| CI6334 FONDA RM 1                           49.402 METERS 18119     |
 NL0881| NL0888 FONDA MUNICIPAL TANK                APPROX. 8.5 KM 2420434.1 |
 NL0881| NL0882 FONDA OUR LADY GOOD COUNSEL CH      APPROX. 8.3 KM 2461205.7 |
 NL0881| CI6335 FONDA RM 2                           69.190 METERS 25030     |
 NL0881| NL0557 NEWELL MUNICIPAL TANK               APPROX.20.3 KM 2665543.1 |
 NL0881|---------------------------------------------------------------------|
 NL0881
 NL0881                          SUPERSEDED SURVEY CONTROL
 NL0881
 NL0881  NAD 83(1996)-  42 36 55.13950(N)    094 45 16.21921(W) AD(       ) 1
 NL0881  NAD 83(1986)-  42 36 55.13373(N)    094 45 16.21574(W) AD(       ) 1
 NL0881  NAD 27      -  42 36 55.21900(N)    094 45 15.27800(W) AD(       ) 1
 NL0881
 NL0881.Superseded values are not recommended for survey control.
 NL0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0881.See file dsdata.txt to determine how the superseded data were derived.
 NL0881
 NL0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH5610219590(NAD 83)
 NL0881_MARKER: DS = TRIANGULATION STATION DISK
 NL0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0881
 NL0881  HISTORY     - Date     Condition        Report By
 NL0881  HISTORY     - 1934     MONUMENTED       CGS
 NL0881  HISTORY     - 1950     MARK NOT FOUND   CGS
 NL0881
 NL0881                          STATION DESCRIPTION
 NL0881
 NL0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0881'STATION IS ABOUT 7 MILES NW OF POMEROY, ABOUT 6 MILES NE OF
 NL0881'FONDA, IN NW 1/4 SECTION 16, T 90 N, R 33 W, ON LAND OWNED OR
 NL0881'IN CHARGE OF A.E. PETERSON, ALBERT CITY, AND OCCUPIED BY WALTER
 NL0881'OLSON, ON CREST OF RIDGE, AT THE E SIDE OF PASTURE, ABOUT 500
 NL0881'FEET NE OF THE HOUSE, ABOUT 500 FEET E OF THE ROAD, 355 FEET
 NL0881'ENE OF THE NE CORNER OF THE BARN, 12 FEET W OF THE E PASTURE
 NL0881'FENCE, 163 FEET N OF THE S PASTURE FENCE.  THE MARK IS 12
 NL0881'INCHES UNDERGROUND.
 NL0881'
 NL0881'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 NL0881'STANDARD BRONZE DISKS SET IN CONCRETE.
 NL0881'
 NL0881'REFERENCE MARK NO. 1 IS S OF THE STATION, NEAR SE CORNER OF
 NL0881'THE PASUTRE, 1 FOOT N OF THE S PASTURE FENCE, 15 FEET W OF
 NL0881'THE SE CORNER POST.  THE MARK IS FLUSH WITH THE SURFACE.
 NL0881'
 NL0881'REFERENCE MARK NO. 2 IS WSW OF STATION, 1 FOOT E OF FENCE
 NL0881'THAT SEPARATES PASTURE ON E FROM COW LOT ON W, 12 FEET S OF
 NL0881'THE CORNER GATE POST, 129 FEET ENE OF NE CORNER OF THE BARN, 227.35
 NL0881'FEET WNW OF REFERENCE MARK NO. 1.  IT IS FLUSH WITH THE SURFACE.
 NL0881'
 NL0881'AZIMUTH MARK IS SSE OF THE STATION, 26 FEET N OF CENTER LINE OF
 NL0881'THE ROAD, ABOUT 0.45 MILE E OF CROSSROADS, 1 FOOT S OF THE
 NL0881'RIGHT-OF-WAY FENCE.  IT PROJECTS 6 INCHES.
 NL0881'
 NL0881'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 17 AND 10 IN POCAHONTAS,
 NL0881'GO S ON HIGHWAY 17, 7.0 MILES TO GRAVEL CROSSROADS AT PALMER
 NL0881'SIGN.  THENCE W ON GRAVEL ROAD 4.0 MILES TO A T-ROAD LEADING
 NL0881'S.  THENCE S 1.25 MILES TO MR. OLSONS HOUSE AND STATION ON E
 NL0881'SIDE OF ROAD.
 NL0881'
 NL0881'ALL LIGHTS COME INTO VIEW AT 40 FEET.
 NL0881'
 NL0881'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 NL0881
 NL0881                          STATION RECOVERY (1950)
 NL0881
 NL0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0881'STATION FONDA 2 WAS LOCATED IN THE IMMEDIATE VICINITY OF THIS
 NL0881'STATION.  A SEARCH WAS MADE FOR THIS STATION THROUGH INVERSE
 NL0881'COMPUTATIONS AND COULD NOT BE FOUND.  DUE TO THE CULTIVATION
 NL0881'AND MOVING OF FENCELINES, THE REFERENCE MARKS AND AZIMUTH
 NL0881'MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0884 ***********************************************************************
 NL0884  DESIGNATION -  FONDA 2
 NL0884  PID         -  NL0884
 NL0884  STATE/COUNTY-  IA/POCAHONTAS
 NL0884  USGS QUAD   -  FONDA (1979)
 NL0884
 NL0884                         *CURRENT SURVEY CONTROL
 NL0884  ___________________________________________________________________
 NL0884* NAD 83(1996)-  42 36 55.16808(N)    094 45 15.81029(W)     ADJUSTED  
 NL0884* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 NL0884  ___________________________________________________________________
 NL0884  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 NL0884  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 NL0884
 NL0884  HORZ ORDER  -  SECOND
 NL0884
 NL0884.The horizontal coordinates were established by classical geodetic methods
 NL0884.and adjusted by the National Geodetic Survey in May 1999..
 NL0884
 NL0884.The orthometric height was scaled from a topographic map.
 NL0884
 NL0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0884
 NL0884.The geoid height was determined by GEOID03.
 NL0884
 NL0884;                    North         East     Units Scale Factor Converg.
 NL0884;SPC IA N     - 1,124,649.649 1,397,089.284   MT  0.99994578   -0 51 00.6
 NL0884;UTM  15      - 4,719,590.457   356,111.699   MT  0.99985473   -1 11 17.0
 NL0884
 NL0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0884!SPC IA N     -   0.99994430  x   0.99994578  =   0.99989009
 NL0884!UTM  15      -   0.99994430  x   0.99985473  =   0.99979904
 NL0884
 NL0884|---------------------------------------------------------------------|
 NL0884| PID    Reference Object                     Distance      Geod. Az  |
 NL0884|                                                           dddmmss.s |
 NL0884| NL0886 FONDA 2 RM 3                        198.214 METERS 00216     |
 NL0884| CI6336 FONDA 2 AZ MK                                      0560251.9 |
 NL0884| NL0888 FONDA MUNICIPAL TANK                APPROX. 8.5 KM 2420601.1 |
 NL0884| NL0882 FONDA OUR LADY GOOD COUNSEL CH      APPROX. 8.3 KM 2461319.9 |
 NL0884| NL0885 FONDA 2 RM 4                        150.902 METERS 27113     |
 NL0884|---------------------------------------------------------------------|
 NL0884
 NL0884                          SUPERSEDED SURVEY CONTROL
 NL0884
 NL0884  NAD 83(1996)-  42 36 55.16773(N)    094 45 15.81022(W) AD(       ) 2
 NL0884  NAD 83(1986)-  42 36 55.16228(N)    094 45 15.80758(W) AD(       ) 2
 NL0884  NAD 27      -  42 36 55.24800(N)    094 45 14.87000(W) AD(       ) 2
 NL0884
 NL0884.Superseded values are not recommended for survey control.
 NL0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0884.See file dsdata.txt to determine how the superseded data were derived.
 NL0884
 NL0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH5611219590(NAD 83)
 NL0884_MARKER: DS = TRIANGULATION STATION DISK
 NL0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0884
 NL0884  HISTORY     - Date     Condition        Report By
 NL0884  HISTORY     - 1950     MONUMENTED       CGS
 NL0884  HISTORY     - 1973     SEE DESCRIPTION  USGS
 NL0884  HISTORY     - 1974     MARK NOT FOUND   NGS
 NL0884
 NL0884                          STATION DESCRIPTION
 NL0884
 NL0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0884'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST AND 2 MILES NORTH OF
 NL0884'THE SMALL TOWN OF FONDA.  THIS STATION IS LOCATED IN THE
 NL0884'IMMEDIATE VICINITY OF FONDA 1934.  A SEARCH WAS MADE FOR THE
 NL0884'OLD STATION THROUGH INVERSE COMPUTATIONS AND COULD NOT BE FOUND.
 NL0884'DUE TO THE CULTIVATION AND MOVING OF FENCELINES, THE REFERENCE
 NL0884'MARKS AND AZIMUTH MARK HAD BEEN DESTROYED.  THIS STATION IS IN
 NL0884'THE SOUTHEAST CORNER OF A CLOVER FIELD, 47 FEET NORTHWEST OF A
 NL0884'T-FENCE CORNER, 36 FEET WEST OF A WHITE WITNESS POST, 36
 NL0884'FEET WEST OF A NORTH-SOUTH FENCELINE AND 30.5 FEET NORTH OF
 NL0884'AN EAST-WEST FENCELINE.  THE MARK IS SET ABOUT 18 INCHES
 NL0884'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 NL0884'FONDA 2 1950.
 NL0884'
 NL0884'REFERENCE MARK NO. 3 IS 35 FEET SOUTH OF THE CENTERLINE OF
 NL0884'A GRAVEL ROAD, 16 FEET WEST OF A WEST GATE POST AND 1 FOOT SOUTH
 NL0884'OF A FENCELINE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 NL0884'THE DISK IS STAMPED FONDA 2 NO 3 1950.
 NL0884'
 NL0884'REFERENCE MARK NO. 4 IS 41 FEET NORTH OF A POWERLINE POLE,
 NL0884'38 FEET NORTH OF A T-FENCE CORNER, 35 FEET EAST OF THE CENTERLINE
 NL0884'OF A GRAVEL ROAD AND 2 FEET WEST OF A FENCELINE.  THE MARK
 NL0884'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED FONDA 2 NO 4
 NL0884'1950.
 NL0884'
 NL0884'AZIMUTH MARK IS 31 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 NL0884'ROAD, 8 FEET EAST OF THE CENTERLINE OF A FIELD DRIVE, 5.8
 NL0884'FEET NORTHWEST OF A WHITE WITNESS POST AND 5 FEET NORTHWEST
 NL0884'OF AN EAST GATE POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 NL0884'DISK IS STAMPED FONDA 2 1950.
 NL0884'
 NL0884'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN FONDA, GO
 NL0884'NORTH ON THE MAIN STREET FOR 0.5 MILE TO STATE HIGHWAY 5.  TURN
 NL0884'RIGHT (EAST) FOR 4.5 MILES TO A CROSSROADS.  TURN LEFT (NORTH)
 NL0884'ON GRAVEL ROAD FOR 1.8 MILES TO A FARM HOME ON RIGHT AND
 NL0884'STATION LOCATED ABOUT 500 FEET NORTHEAST OF THE FARM HOME.
 NL0884'CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A CROSSROADS.  TURN
 NL0884'RIGHT (EAST) FOR 0.05 MILE TO MR. DAHLS FARM HOME ON LEFT.
 NL0884'(HE MUST BE SEEN BEFORE GOING TO STATION.) CONTINUE EAST FOR
 NL0884'0.05 MILE TO GATE ON RIGHT.  (AZIMUTH MARK REACHED FROM THIS
 NL0884'POINT BY CONTINUEING EAST FOR 0.15 MILE TO GATE ON RIGHT AND MARK
 NL0884'AS DESCRIBED.) PASS THROUGH GATE AND TAKE WIRE LOOSE AT
 NL0884'WEST GATE POST.  FOLLOW ALONG THE WEST SIDE OF FENCE FOR
 NL0884'0.15 MILE TO SOUTHEAST CORNER OF FIELD AND STATION SITE
 NL0884'AS DESCRIBED.
 NL0884'
 NL0884'A TRAVERSE CONNECTION WAS MADE TO BOTH REFERENCE MARKS.
 NL0884'
 NL0884'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NL0884
 NL0884                          STATION RECOVERY (1973)
 NL0884
 NL0884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (DM)
 NL0884'STATION MARK IS BURIED AND PROBABLY O.K.  R.M. 3 AND R.M. 4
 NL0884'WERE NOT RECOVERED AND STATION IS NOW IN A SOYBEAN FIELD MAKING
 NL0884'RECOVERY IMPOSSIBLE.
 NL0884
 NL0884                          STATION RECOVERY (1974)
 NL0884
 NL0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NL0884'NO MARKS FOR THIS STATION WERE RECOVERED THIS DATE, HOWEVER
 NL0884'THE STATION MARK COULD STILL BE INTACT ON THE HILL IN FIELD
 NL0884'UNDERCULTIVATION WITH TALL CORN THIS DATE.
 NL0884'
 NL0884'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--FONDA, 2-1/2
 NL0884'MILES NORTH AND 4-1/2 MILES EAST OF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0886 ***********************************************************************
 NL0886  DESIGNATION -  FONDA 2 RM 3
 NL0886  PID         -  NL0886
 NL0886  STATE/COUNTY-  IA/POCAHONTAS
 NL0886  USGS QUAD   -  FONDA (1979)
 NL0886
 NL0886                         *CURRENT SURVEY CONTROL
 NL0886  ___________________________________________________________________
 NL0886* NAD 83(1996)-  42 37 01.58670(N)    094 45 15.46696(W)     ADJUSTED  
 NL0886* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 NL0886  ___________________________________________________________________
 NL0886  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 NL0886  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 NL0886
 NL0886  HORZ ORDER  -  THIRD
 NL0886
 NL0886.The horizontal coordinates were established by classical geodetic methods
 NL0886.and adjusted by the National Geodetic Survey in May 1999..
 NL0886.No horizontal observational check was made to the station.
 NL0886
 NL0886.The orthometric height was scaled from a topographic map.
 NL0886
 NL0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0886
 NL0886.The geoid height was determined by GEOID03.
 NL0886
 NL0886;                    North         East     Units Scale Factor Converg.
 NL0886;SPC IA N     - 1,124,847.560 1,397,100.046   MT  0.99994576   -0 51 00.3
 NL0886;UTM  15      - 4,719,788.283   356,123.627   MT  0.99985468   -1 11 16.9
 NL0886
 NL0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0886!SPC IA N     -   0.99994430  x   0.99994576  =   0.99989007
 NL0886!UTM  15      -   0.99994430  x   0.99985468  =   0.99979899
 NL0886
 NL0886                          SUPERSEDED SURVEY CONTROL
 NL0886
 NL0886  NAD 83(1996)-  42 37 01.58635(N)    094 45 15.46688(W) AD(       ) 3
 NL0886  NAD 83(1986)-  42 37 01.58087(N)    094 45 15.46422(W) AD(       ) 3
 NL0886  NAD 27      -  42 37 01.66700(N)    094 45 14.52700(W) AD(       ) 3
 NL0886
 NL0886.Superseded values are not recommended for survey control.
 NL0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0886.See file dsdata.txt to determine how the superseded data were derived.
 NL0886
 NL0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH5612419788(NAD 83)
 NL0886_MARKER: DR = REFERENCE MARK DISK
 NL0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0886
 NL0886  HISTORY     - Date     Condition        Report By
 NL0886  HISTORY     - 1950     MONUMENTED       CGS
 NL0886  HISTORY     - 1974     MARK NOT FOUND   NGS
 NL0886
 NL0886                          STATION DESCRIPTION
 NL0886
 NL0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0886'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST AND 2 MILES
 NL0886'NORTH OF THE SMALL TOWN OF FONDA.  IT IS 35 FEET SOUTH OF THE
 NL0886'CENTERLINE OF A GRAVEL ROAD, 16 FEET WEST OF A WEST GATE POST AND
 NL0886'1 FOOT SOUTH OF A FENCELINE.  IT IS A STANDARD REFERENCE MARK
 NL0886'DISK SET IN A 6 X 6 CONCRETE POST WHICH PROJECTS ABOUT 3
 NL0886'INCHES.  THE DISK IS STAMPED FONDA 2 NO 3 1950.
 NL0886'
 NL0886'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FONDA 2
 NL0886'TO FONDA 2 NO 3 1950.  THE TRAVERSE DISTANCE IS 650.34 FEET
 NL0886'OR 198.225 METERS.
 NL0886'
 NL0886'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN FONDA,
 NL0886'GO NORTH ON THE MAIN STREET FOR 0.5 MILE TO STATE HIGHWAY 5.
 NL0886'TURN RIGHT (EAST) FOR 4.5 MILES TO A CROSSROADS.  TURN LEFT
 NL0886'(NORTH) ON GRAVEL ROAD FOR 1.8 MILES TO A FARM HOME ON
 NL0886'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO CROSSROADS.
 NL0886'TURN RIGHT (EAST) FOR 0.1 MILE TO GATE AND MARK AS DESCRIBED.
 NL0886
 NL0886                          STATION RECOVERY (1974)
 NL0886
 NL0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NL0886'A THOROUGH SEARCH WAS MADE FOR THIS MARK AND IT IS BELIEVED IT
 NL0886'HAD BEEN REMOVED FROM ITS ORIGINAL LOCATION BY ROAD CONSTRUCTION
 NL0886'OR IN WAY OF FARMING OPERATIONS.
 NL0886'
 NL0886'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--FONDA, 2-1/2
 NL0886'MILES NORTH AND 4-1/2 MILES EAST OF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0885 ***********************************************************************
 NL0885  DESIGNATION -  FONDA 2 RM 4
 NL0885  PID         -  NL0885
 NL0885  STATE/COUNTY-  IA/POCAHONTAS
 NL0885  USGS QUAD   -  FONDA (1979)
 NL0885
 NL0885                         *CURRENT SURVEY CONTROL
 NL0885  ___________________________________________________________________
 NL0885* NAD 83(1996)-  42 36 55.27240(N)    094 45 22.42988(W)     ADJUSTED  
 NL0885* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 NL0885  ___________________________________________________________________
 NL0885  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 NL0885  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 NL0885
 NL0885  HORZ ORDER  -  THIRD
 NL0885
 NL0885.The horizontal coordinates were established by classical geodetic methods
 NL0885.and adjusted by the National Geodetic Survey in May 1999..
 NL0885.No horizontal observational check was made to the station.
 NL0885
 NL0885.The orthometric height was scaled from a topographic map.
 NL0885
 NL0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0885
 NL0885.The geoid height was determined by GEOID03.
 NL0885
 NL0885;                    North         East     Units Scale Factor Converg.
 NL0885;SPC IA N     - 1,124,655.107 1,396,938.489   MT  0.99994578   -0 51 05.1
 NL0885;UTM  15      - 4,719,596.804   355,960.952   MT  0.99985526   -1 11 21.5
 NL0885
 NL0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0885!SPC IA N     -   0.99994430  x   0.99994578  =   0.99989009
 NL0885!UTM  15      -   0.99994430  x   0.99985526  =   0.99979957
 NL0885
 NL0885                          SUPERSEDED SURVEY CONTROL
 NL0885
 NL0885  NAD 83(1996)-  42 36 55.27205(N)    094 45 22.42981(W) AD(       ) 3
 NL0885  NAD 83(1986)-  42 36 55.26661(N)    094 45 22.42714(W) AD(       ) 3
 NL0885  NAD 27      -  42 36 55.35200(N)    094 45 21.49000(W) AD(       ) 3
 NL0885
 NL0885.Superseded values are not recommended for survey control.
 NL0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0885.See file dsdata.txt to determine how the superseded data were derived.
 NL0885
 NL0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH5596119597(NAD 83)
 NL0885_MARKER: DR = REFERENCE MARK DISK
 NL0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0885
 NL0885  HISTORY     - Date     Condition        Report By
 NL0885  HISTORY     - 1950     MONUMENTED       CGS
 NL0885  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NL0885
 NL0885                          STATION DESCRIPTION
 NL0885
 NL0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0885'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST AND 2 MILES
 NL0885'NORTH OF THE SMALL TOWN OF FONDA.  IT 41 FEET NORTH OF A POWERLINE
 NL0885'POLE, 38 FEET NORTH OF A T-FENCE CORNER, 35 FEET EAST OF THE
 NL0885'CENTERLINE OF A GRAVEL ROAD AND 2 FEET WEST OF A FENCELINE.
 NL0885'IT IS A STANDARD REFERENCE MARK DISK SET IN A 6 X 6 CONCRETE
 NL0885'POST WHICH PROJECTS ABOUT 2 INCHES.  THE DISK IS STAMPED
 NL0885'FONDA 2 NO 4 1950.
 NL0885'
 NL0885'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FONDA 2
 NL0885'TO FONDA 2 NO 4 1950.  THE TRAVERSE DISTANCE IS 495.11 FEET
 NL0885'OR 150.910 METERS
 NL0885'
 NL0885'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN FONDA, GO
 NL0885'NORTH ON THE MAIN STREET FOR 0.5 MILE TO STATE HIGHWAY 5.  TURN
 NL0885'RIGHT (EAST) FOR 4.5 MILES TO A CROSSROADS.  TURN LEFT (NORTH)
 NL0885'ON GRAVEL ROAD FOR 1.8 MILES TO FARM HOME ON RIGHT, CONTINUE
 NL0885'STRAIGHT AHEAD FOR ABOUT 0.1 MILE TO MARK ON RIGHT AS DESCRIBED.
 NL0885
 NL0885                          STATION RECOVERY (1974)
 NL0885
 NL0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NL0885'A THOROUGH SEARCH WAS MADE FOR THIS MARK AND IT IS BELIEVED
 NL0885'THIS MARK WAS DESTROYED BY ROAD CONSTRUCTION AS THE 1950
 NL0885'MEASUREMENT FROM THE CENTER OF THE ROAD SHOW THE MARK TO FALL
 NL0885'IN THE DEEP ROAD DITCH.
 NL0885'
 NL0885'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--FONDA, 2-1/2
 NL0885'MILES NORTH AND 4-1/2 MILES EAST OF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0888 ***********************************************************************
 NL0888  DESIGNATION -  FONDA MUNICIPAL TANK
 NL0888  PID         -  NL0888
 NL0888  STATE/COUNTY-  IA/POCAHONTAS
 NL0888  USGS QUAD   -  FONDA (1979)
 NL0888
 NL0888                         *CURRENT SURVEY CONTROL
 NL0888  ___________________________________________________________________
 NL0888* NAD 83(1996)-  42 34 45.51008(N)    094 50 46.83015(W)     ADJUSTED  
 NL0888* NAVD 88     -                                                        
 NL0888  ___________________________________________________________________
 NL0888  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 NL0888  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 NL0888
 NL0888  HORZ ORDER  -  THIRD
 NL0888
 NL0888.The horizontal coordinates were established by classical geodetic methods
 NL0888.and adjusted by the National Geodetic Survey in May 1999..
 NL0888
 NL0888
 NL0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0888
 NL0888.The geoid height was determined by GEOID03.
 NL0888
 NL0888;                    North         East     Units Scale Factor Converg.
 NL0888;SPC IA N     - 1,120,765.560 1,389,482.584   MT  0.99994655   -0 54 44.9
 NL0888;UTM  15      - 4,715,751.536   348,482.847   MT  0.99988246   -1 14 58.2
 NL0888
 NL0888                          SUPERSEDED SURVEY CONTROL
 NL0888
 NL0888  NAD 83(1996)-  42 34 45.50981(N)    094 50 46.83043(W) AD(       ) 4
 NL0888  NAD 83(1986)-  42 34 45.50518(N)    094 50 46.82731(W) AD(       ) 4
 NL0888  NAD 27      -  42 34 45.59000(N)    094 50 45.89000(W) AD(       ) 3
 NL0888
 NL0888.Superseded values are not recommended for survey control.
 NL0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0888.See file dsdata.txt to determine how the superseded data were derived.
 NL0888
 NL0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH4848315752(NAD 83)
 NL0888_MARKER: 53 = ELEVATED TANK
 NL0888
 NL0888  HISTORY     - Date     Condition        Report By
 NL0888  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0888  HISTORY     - 1950     GOOD             CGS
 NL0888
 NL0888                          STATION DESCRIPTION
 NL0888
 NL0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0888'THIS STATION IS THE SILVER MUNICIPAL TANK IN THE VILLAGE OF
 NL0888'FONDA, IOWA.  IT IS LOCATED IN THE S PART OF THE TOWN, ON THE
 NL0888'W SIDE OF MAIN STREET, IN SECTION 27, T 90 N, R 34 W.  IT WAS
 NL0888'ERECTED IN 1894.
 NL0888'
 NL0888'THE TANK HAS EIGHT I-BEAM LEGS ABOUT 70 FEET HIGH.  THESE
 NL0888'LEGS ARE SUPPORTED BY 5 SETS OF HORIZONTAL CROSS-MEMBERS.  THE
 NL0888'BOWL OF THE TANK IS A SILVER CYLINDER ABOUT 30 FEET HIGH.  FROM
 NL0888'THE BASE OF THE CYLINDER A SLIGHTLY OVAL SECTION EXTENDS DOWNWARD
 NL0888'ABOUT 18 INCHES, FROM THE CENTER OF WHICH A WOODEN FEED-PIPE
 NL0888'JACKET EXTENDS TO THE GROUND.  THIS WOOD JACKET IS 3-FEET
 NL0888'SQUARE.  THERE IS A LADDER ON THE W SIDE OF THE TANK WHICH
 NL0888'EXTENDS TO THE TOP.  THE MUNICIPAL PUMPING STATION IS AT THE
 NL0888'BASE OF THE TANK, W SIDE.
 NL0888
 NL0888                          STATION RECOVERY (1950)
 NL0888
 NL0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0888'THE STATION IS LOCATED ON THE MAIN STREET AT THE SOUTH EDGE OF
 NL0888'THE BUSINESS DISTRICT OF THE SMALL CITY OF FONDA.  IT IS
 NL0888'APPROXIMATELY 100 FEET HIGH, IS PAINTED SILVER AND HAS 8-LEGS.
 NL0888'
 NL0888'THE POINT INTERSECTED WAS THE BALL ON TOP.
 NL0888'
 NL0888'NOTE--THIS STATION WAS ESTABLISHED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0882 ***********************************************************************
 NL0882  DESIGNATION -  FONDA OUR LADY GOOD COUNSEL CH
 NL0882  PID         -  NL0882
 NL0882  STATE/COUNTY-  IA/POCAHONTAS
 NL0882  USGS QUAD   -  FONDA (1979)
 NL0882
 NL0882                         *CURRENT SURVEY CONTROL
 NL0882  ___________________________________________________________________
 NL0882* NAD 83(1996)-  42 35 07.11971(N)    094 50 47.26759(W)     ADJUSTED  
 NL0882* NAVD 88     -                                                        
 NL0882  ___________________________________________________________________
 NL0882  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 NL0882  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 NL0882
 NL0882  HORZ ORDER  -  THIRD
 NL0882
 NL0882.The horizontal coordinates were established by classical geodetic methods
 NL0882.and adjusted by the National Geodetic Survey in May 1999..
 NL0882
 NL0882
 NL0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0882
 NL0882.The geoid height was determined by GEOID03.
 NL0882
 NL0882;                    North         East     Units Scale Factor Converg.
 NL0882;SPC IA N     - 1,121,432.403 1,389,483.230   MT  0.99994640   -0 54 45.2
 NL0882;UTM  15      - 4,716,418.321   348,487.416   MT  0.99988244   -1 14 59.0
 NL0882
 NL0882                          SUPERSEDED SURVEY CONTROL
 NL0882
 NL0882  NAD 83(1996)-  42 35 07.11943(N)    094 50 47.26785(W) AD(       ) 4
 NL0882  NAD 83(1986)-  42 35 07.11484(N)    094 50 47.26469(W) AD(       ) 4
 NL0882  NAD 27      -  42 35 07.20000(N)    094 50 46.32100(W) AD(       ) 3
 NL0882
 NL0882.Superseded values are not recommended for survey control.
 NL0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0882.See file dsdata.txt to determine how the superseded data were derived.
 NL0882
 NL0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH4848716418(NAD 83)
 NL0882_MARKER: 53 = ELEVATED TANK
 NL0882
 NL0882  HISTORY     - Date     Condition        Report By
 NL0882  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0882  HISTORY     - 1950     GOOD             CGS
 NL0882
 NL0882                          STATION DESCRIPTION
 NL0882
 NL0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0882'THIS STATION IS THE TALL SPIRE ON THE NE CORNER OF THE CHURCH
 NL0882'OF OUR GOOD LADYS CONSEL, IN THE VILLAGE OF FONDA, IOWA.  THE
 NL0882'CHURCH IS LOCATED IN THE NORTHERN PART OF THE VILLAGE, ON THE
 NL0882'W SIDE OF MAIN STREET, IN SECTION 27, T 90 N, R 34 W.  THERE
 NL0882'IS ANOTHER SPIRE ON THE SE CORNER OF THE SAME CHURCH SIMILAR
 NL0882'TO THE ONE WHICH IS THE STATION, EXCEPT THAT IT IS LOWER AND HAS
 NL0882'THE SOUTH ENTRANCE OF THE CHURCH IN ITS BASE.
 NL0882'
 NL0882'THE STATION RISES AS A SQUARE BRICK COLUMN ABOUT 50 FEET
 NL0882'HIGH WITH HEAVY BUTTRESSES AT THE OUTSIDE CORNERS.  THERE IS A
 NL0882'CORNERSTONE IN THE N CORNER WITH THE INSCRIPTION IN HONOREM
 NL0882'BEATAE MARIE VIRGINIS, BONI CONSILII MATRIS.  NEAR THE BOTTOM
 NL0882'OF THE COLUMN THERE IS A STAINED GLASS GOTHIC WINDOW.  ABOVE
 NL0882'THIS THERE ARE TWO SMALL STAINED GLASS GOTHIC WINDOWS.  IN THE
 NL0882'CENTER OF THE COLUMN THERE ARE TWO VERY NARROW AND TALL
 NL0882'RECTANGULAR STAINED GLASS WINDOWS, AND ONE ROUND STAINED GLASS
 NL0882'WINDOW AT THE TOP.  ABOVE THIS COLUMN THERE IS A SQUARE
 NL0882'BELFRY WITH A LOUVRED GOTHIC OPENING ON EACH SIDE.  IT HOUSES
 NL0882'THE BELL.  THIS SECTION IS ABOUT 25 FEET HIGH.
 NL0882'
 NL0882'ABOVE THE BELFRY THERE IS A GREEN OCTAGONAL SPIRE, ABOUT 25
 NL0882'FEET HIGH.  AT THE APEX THERE IS A GOLD COLORED PLATE, ON THE
 NL0882'TOP OF WHICH THERE IS A 5-FOOT GOLD CROSS.  THE TOTAL HEIGHT IS
 NL0882'ABOUT 105 FEET.
 NL0882
 NL0882                          STATION RECOVERY (1950)
 NL0882
 NL0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0882'STATION IS LOCATED IN THE NORTH CENTRAL PART OF FONDA IN THE
 NL0882'NORTHWEST ANGLE OF CROSS STREET.  STATION IS OF RED BRICK AND THE
 NL0882'SPIRE WHICH IS ON THE SOUTHEAST CORNER OF BUILDING IS ABOUT
 NL0882'100 FEET HIGH.
 NL0882'
 NL0882'THE POINT INTERSECTED WAS THE CROSS ATOP THE SPIRE.
 NL0882'
 NL0882'TO REACH STATION FROM THE MAIN INTERSECTION AT THE FIRST NATIONAL
 NL0882'BANK GO NORTH ON THE MAIN STREET FOR 0.25 MILE TO STATION ON LEFT
 NL0882'OR WEST SIDE OF STREET AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1101 ***********************************************************************
 MJ1101  DESIGNATION -  FONTANELLE EVAN IMM LUTH CH
 MJ1101  PID         -  MJ1101
 MJ1101  STATE/COUNTY-  IA/ADAIR
 MJ1101  USGS QUAD   -  FONTANELLE (1971)
 MJ1101
 MJ1101                         *CURRENT SURVEY CONTROL
 MJ1101  ___________________________________________________________________
 MJ1101* NAD 83(1996)-  41 17 29.81970(N)    094 33 41.55737(W)     ADJUSTED  
 MJ1101* NAVD 88     -                                                        
 MJ1101  ___________________________________________________________________
 MJ1101  LAPLACE CORR-          -7.54  (seconds)                    DEFLEC99
 MJ1101  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 MJ1101
 MJ1101  HORZ ORDER  -  THIRD
 MJ1101
 MJ1101.The horizontal coordinates were established by classical geodetic methods
 MJ1101.and adjusted by the National Geodetic Survey in May 1999..
 MJ1101
 MJ1101
 MJ1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1101
 MJ1101.The geoid height was determined by GEOID03.
 MJ1101
 MJ1101;                    North         East     Units Scale Factor Converg.
 MJ1101;SPC IA S     -   143,975.072   411,088.315   MT  0.99994962   -0 41 57.3
 MJ1101;UTM  15      - 4,572,305.998   369,250.191   MT  0.99981039   -1 01 50.1
 MJ1101
 MJ1101                          SUPERSEDED SURVEY CONTROL
 MJ1101
 MJ1101  NAD 83(1986)-  41 17 29.81431(N)    094 33 41.58212(W) AD(       ) 4
 MJ1101  NAD 27      -  41 17 29.86000(N)    094 33 40.69000(W) AD(       ) 3
 MJ1101
 MJ1101.Superseded values are not recommended for survey control.
 MJ1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1101.See file dsdata.txt to determine how the superseded data were derived.
 MJ1101
 MJ1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF6925072306(NAD 83)
 MJ1101_MARKER: 86 = CUPOLA
 MJ1101
 MJ1101  HISTORY     - Date     Condition        Report By
 MJ1101  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1101
 MJ1101                          STATION DESCRIPTION
 MJ1101
 MJ1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1101'THIS STATION IS THE CUPOLA ON THE EVANGELICAL EMMANUEL LUTHERAN
 MJ1101'CHURCH IN THE TOWN OF FONTANELLE, IOWA.  IT IS LOCATED IN THE
 MJ1101'NORTHERN PART OF THE TOWN, ABOUT 40 FEET N OF THE FIRST E AND W
 MJ1101'STREET N OF THE N SIDE OF THE SQUARE AND ABOUT 60 FEET W OF THE
 MJ1101'N AND S STREET, WHICH IS A CONTINUATION OF THE STREET ON THE E
 MJ1101'SIDE OF THE SQUARE, IN SECTION 17, T 75 N, R 32 W.  THE CHURCH
 MJ1101'IS SITUATED ON A HIGH POINT, SO THE STATION IS QUITE PROMINENT.
 MJ1101'IT WAS ERECTED IN 1914.
 MJ1101'
 MJ1101'THE STATION RISES AS A MOTTLED BROWN AND CREAM BRICK TOWER ON THE
 MJ1101'S END OF THE CHURCH OVER THE MAIN ENTRANCE.  THIS TOWER IS ABOUT
 MJ1101'40 FEET HIGH AND HAS A ROUND WINDOW IN THE TOP.  ON THE TOP OF
 MJ1101'THE TOWER THERE IS A SQUARE BRICK BELFRY 10 FEET HIGH.  THE
 MJ1101'BELFRY HAS LARGE LOUVERED GOTHIC WINDOWS ON EACH SIDE AND A WHITE
 MJ1101'GABLE OVER EACH WINDOW.  THERE IS A SMALL LATIN CROSS AT EACH
 MJ1101'CORNER OF THE BELFRY.  ABOVE THE BELFRY THERE IS A SILVER
 MJ1101'HEXAGONAL PYRAMID WITH A GOLD LATIN CROSS AT ITS APEX, 15 FEET
 MJ1101'HIGH, THE TOTAL HEIGHT IS ABOUT 70 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1102 ***********************************************************************
 MJ1102  DESIGNATION -  FONTANELLE MUNICIPAL TANK
 MJ1102  PID         -  MJ1102
 MJ1102  STATE/COUNTY-  IA/ADAIR
 MJ1102  USGS QUAD   -  FONTANELLE (1971)
 MJ1102
 MJ1102                         *CURRENT SURVEY CONTROL
 MJ1102  ___________________________________________________________________
 MJ1102* NAD 83(1996)-  41 17 20.96558(N)    094 33 49.52182(W)     ADJUSTED  
 MJ1102* NAVD 88     -                                                        
 MJ1102  ___________________________________________________________________
 MJ1102  LAPLACE CORR-          -7.52  (seconds)                    DEFLEC99
 MJ1102  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 MJ1102
 MJ1102  HORZ ORDER  -  THIRD
 MJ1102
 MJ1102.The horizontal coordinates were established by classical geodetic methods
 MJ1102.and adjusted by the National Geodetic Survey in May 1999..
 MJ1102
 MJ1102
 MJ1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1102
 MJ1102.The geoid height was determined by GEOID03.
 MJ1102
 MJ1102;                    North         East     Units Scale Factor Converg.
 MJ1102;SPC IA S     -   143,704.222   410,899.685   MT  0.99994955   -0 42 02.5
 MJ1102;UTM  15      - 4,572,036.280   369,060.024   MT  0.99981101   -1 01 55.2
 MJ1102
 MJ1102                          SUPERSEDED SURVEY CONTROL
 MJ1102
 MJ1102  NAD 83(1986)-  41 17 20.96173(N)    094 33 49.54698(W) AD(       ) 4
 MJ1102  NAD 27      -  41 17 21.00700(N)    094 33 48.65700(W) AD(       ) 3
 MJ1102
 MJ1102.Superseded values are not recommended for survey control.
 MJ1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1102.See file dsdata.txt to determine how the superseded data were derived.
 MJ1102
 MJ1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF6906072036(NAD 83)
 MJ1102_MARKER: 53 = ELEVATED TANK
 MJ1102
 MJ1102  HISTORY     - Date     Condition        Report By
 MJ1102  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1102
 MJ1102                          STATION DESCRIPTION
 MJ1102
 MJ1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1102'THIS STATION IS THE CENTER OF THE MUNICIPAL WATER TANK OF
 MJ1102'FONTANELLE.  THE TANK IS ON THE W SIDE OF THE TOWN, IN THE REAR
 MJ1102'OF THE CITY HALL, ABOUT 50 YARDS S OF STATE HIGHWAY 2, ABOUT 25
 MJ1102'YARDS E OF A SIDE STREET.  IT IS 118 FEET HIGH, HAS A CONICAL
 MJ1102'TOP, VERTICAL SIDES, OVAL BOTTOM AND IS SUPPORTED BY 4 STEEL
 MJ1102'LEGS.  IT HAS A SMALL BALL AT ITS APEX, ABOVE IS A CLUSTER OF 4
 MJ1102'LIGHTS.  THE TANK IS PAINTED BLACK WITH GREY TOP.  IT WAS
 MJ1102'ERECTED ABOUT 1913.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1321 ***********************************************************************
 OO1321  DESIGNATION -  FOREPORT
 OO1321  PID         -  OO1321
 OO1321  STATE/COUNTY-  IA/HANCOCK
 OO1321  USGS QUAD   -  HAYFIELD (1972)
 OO1321
 OO1321                         *CURRENT SURVEY CONTROL
 OO1321  ___________________________________________________________________
 OO1321* NAD 83(1996)-  43 14 15.29825(N)    093 37 31.34529(W)     ADJUSTED  
 OO1321* NAVD 88     -       366.7    (meters)    1203.     (feet)  VERTCON   
 OO1321  ___________________________________________________________________
 OO1321  X           -    -294,294.030 (meters)                     COMP
 OO1321  Y           -  -4,644,844.408 (meters)                     COMP
 OO1321  Z           -   4,346,998.981 (meters)                     COMP
 OO1321  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 OO1321  ELLIP HEIGHT-         337.28  (meters)          (05/06/99) GPS OBS
 OO1321  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 OO1321
 OO1321  HORZ ORDER  -  THIRD
 OO1321  ELLP ORDER  -  FOURTH    CLASS I
 OO1321
 OO1321.This mark is at Forest City Airport (FXY)
 OO1321
 OO1321.The horizontal coordinates were established by GPS observations
 OO1321.and adjusted by the National Geodetic Survey in May 1999..
 OO1321
 OO1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1321
 OO1321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1321
 OO1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1321
 OO1321.The ellipsoidal height was determined by GPS observations
 OO1321.and is referenced to NAD 83.
 OO1321
 OO1321.The geoid height was determined by GEOID03.
 OO1321
 OO1321;                    North         East     Units Scale Factor Converg.
 OO1321;SPC IA N     - 1,193,018.451 1,489,816.441   MT  0.99999482   -0 05 05.9
 OO1321;UTM  15      - 4,787,388.347   449,223.591   MT  0.99963172   -0 25 42.3
 OO1321
 OO1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1321!SPC IA N     -   0.99994711  x   0.99999482  =   0.99994193
 OO1321!UTM  15      -   0.99994711  x   0.99963172  =   0.99957885
 OO1321
 OO1321:                Primary Azimuth Mark                     Grid Az
 OO1321:SPC IA N     -  FOREPORT AZ MK                           274 22 20.0
 OO1321:UTM  15      -  FOREPORT AZ MK                           274 42 56.4
 OO1321
 OO1321|---------------------------------------------------------------------|
 OO1321| PID    Reference Object                     Distance      Geod. Az  |
 OO1321|                                                           dddmmss.s |
 OO1321| OO1322 FOREPORT AZ MK                      APPROX. 0.6 KM 2741714.1 |
 OO1321|---------------------------------------------------------------------|
 OO1321
 OO1321                          SUPERSEDED SURVEY CONTROL
 OO1321
 OO1321  NAD 83(1996)-  43 14 15.29826(N)    093 37 31.34529(W) AD(       ) 3
 OO1321  NAD 83(1986)-  43 14 15.29058(N)    093 37 31.33327(W) AD(       ) 3
 OO1321  NGVD 29 (07/09/90)  366.7    (m)         1203.     (f) GPS OBS        
 OO1321
 OO1321.Superseded values are not recommended for survey control.
 OO1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1321.See file dsdata.txt to determine how the superseded data were derived.
 OO1321
 OO1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4922487388(NAD 83)
 OO1321_MARKER: I = METAL ROD
 OO1321_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OO1321_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OO1321_STAMPING: FOREPORT 1989
 OO1321_MARK LOGO: NGS   
 OO1321_PROJECTION: FLUSH
 OO1321_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1321+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OO1321_ROD/PIPE-DEPTH: 23.7 meters
 OO1321_SLEEVE-DEPTH  : 0.91 meters
 OO1321
 OO1321  HISTORY     - Date     Condition        Report By
 OO1321  HISTORY     - 1989     MONUMENTED       NGS
 OO1321
 OO1321                          STATION DESCRIPTION
 OO1321
 OO1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OO1321'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) SOUTHEAST OF FOREST CITY
 OO1321'AT THE FOREST CITY MUNICIPAL AIRPORT IN THE WEST ANGLE OF THE JUNCTION
 OO1321'OF RUNWAYS 27-9 AND 15-33.  OWNERSHIP--CITY OF FOREST CITY, FOREST
 OO1321'CITY, IA 50436, PHONE (515) 582-2880.  THE AIRPORT MANAGER IS DICK
 OO1321'TRIMBLE.
 OO1321'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 69 AND COUNTY
 OO1321'ROAD B 14, ON THE SOUTH SIDE OF FOREST CITY, GO EAST ON COUNTY ROAD B
 OO1321'14 FOR 0.5 KM (0.30 MI) TO THE GRAVEL ENTRANCE ROAD TO THE AIRPORT ON
 OO1321'THE RIGHT.  TURN RIGHT, SOUTH, ON THE ENTRANCE ROAD FOR 0.3 KM
 OO1321'(0.20 MI) TO ITS END AT THE BEACON TOWER.  BEAR LEFT, SOUTHEASTERLY,
 OO1321'AROUND THE BEACON TOWER TO THE APRON.  BEAR LEFT ON THE APRON TO A
 OO1321'TAXIWAY THENCE RIGHT ON THE TAXI FOR 0.2 KM (0.10 MI) TO THE JUNCTION
 OO1321'OF RUNWAYS 9-7.  TURN LEFT, EAST, ON THE RUNWAY FOR 0.25 KM (0.15 MI)
 OO1321'TO THE JUNCTION OF RUNWAYS 15-33 AND THE STATION ON THE LEFT.
 OO1321'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 OO1321'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 OO1321'SURROUNDED BY CONCRETE.  LOCATED 28.85 M (94.7 FT) WEST OF THE CENTER
 OO1321'OF RUNWAY 33, 15.75 M (51.7 FT) NORTH OF THE CENTER OF RUNWAY 9, 12.65
 OO1321'M (41.5 FT) SOUTHWEST OF A RUNWAY BEACON LIGHT FOR RUNWAY 33, 12.65 M
 OO1321'(41.5 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AND 4.05 M (13.3 FT)
 OO1321'NORTHWEST OF THE CURVED EDGE OF THE JUNCTION OF THE RUNWAYS.
 OO1321'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OO1321'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1322 ***********************************************************************
 OO1322  DESIGNATION -  FOREPORT AZ MK
 OO1322  PID         -  OO1322
 OO1322  STATE/COUNTY-  IA/HANCOCK
 OO1322  USGS QUAD   -  HAYFIELD (1972)
 OO1322
 OO1322                         *CURRENT SURVEY CONTROL
 OO1322  ___________________________________________________________________
 OO1322* NAD 83(1996)-  43 14 16.79365(N)    093 37 58.64529(W)     ADJUSTED  
 OO1322* NAVD 88     -       374.4    (meters)    1228.     (feet)  VERTCON   
 OO1322  ___________________________________________________________________
 OO1322  X           -    -294,907.144 (meters)                     COMP
 OO1322  Y           -  -4,644,779.463 (meters)                     COMP
 OO1322  Z           -   4,347,037.878 (meters)                     COMP
 OO1322  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 OO1322  ELLIP HEIGHT-         344.98  (meters)          (05/06/99) GPS OBS
 OO1322  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 OO1322
 OO1322  HORZ ORDER  -  THIRD
 OO1322  ELLP ORDER  -  FOURTH    CLASS I
 OO1322
 OO1322.This mark is at Forest City Airport (FXY)
 OO1322
 OO1322.The horizontal coordinates were established by GPS observations
 OO1322.and adjusted by the National Geodetic Survey in May 1999..
 OO1322
 OO1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1322
 OO1322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1322
 OO1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1322
 OO1322.The ellipsoidal height was determined by GPS observations
 OO1322.and is referenced to NAD 83.
 OO1322
 OO1322.The geoid height was determined by GEOID03.
 OO1322
 OO1322;                    North         East     Units Scale Factor Converg.
 OO1322;SPC IA N     - 1,193,065.541 1,489,200.553   MT  0.99999489   -0 05 24.4
 OO1322;UTM  15      - 4,787,439.109   448,608.220   MT  0.99963249   -0 26 01.0
 OO1322
 OO1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1322!SPC IA N     -   0.99994590  x   0.99999489  =   0.99994079
 OO1322!UTM  15      -   0.99994590  x   0.99963249  =   0.99957841
 OO1322
 OO1322:                Primary Azimuth Mark                     Grid Az
 OO1322:SPC IA N     -  FOREPORT                                 094 22 19.8
 OO1322:UTM  15      -  FOREPORT                                 094 42 56.4
 OO1322
 OO1322|---------------------------------------------------------------------|
 OO1322| PID    Reference Object                     Distance      Geod. Az  |
 OO1322|                                                           dddmmss.s |
 OO1322| OO1321 FOREPORT                            APPROX. 0.6 KM 0941655.4 |
 OO1322|---------------------------------------------------------------------|
 OO1322
 OO1322                          SUPERSEDED SURVEY CONTROL
 OO1322
 OO1322  NAD 83(1996)-  43 14 16.79366(N)    093 37 58.64529(W) AD(       ) 3
 OO1322  NAD 83(1986)-  43 14 16.78595(N)    093 37 58.63338(W) AD(       ) 3
 OO1322  NGVD 29 (07/09/90)  374.4    (m)         1228.     (f) GPS OBS        
 OO1322
 OO1322.Superseded values are not recommended for survey control.
 OO1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1322.See file dsdata.txt to determine how the superseded data were derived.
 OO1322
 OO1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4860887439(NAD 83)
 OO1322_MARKER: I = METAL ROD
 OO1322_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OO1322_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OO1322_STAMPING: FOREPORT AZ MK 1989
 OO1322_MARK LOGO: NGS   
 OO1322_PROJECTION: FLUSH
 OO1322_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1322+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OO1322_ROD/PIPE-DEPTH: 20.2 meters
 OO1322_SLEEVE-DEPTH  : 0.91 meters
 OO1322
 OO1322  HISTORY     - Date     Condition        Report By
 OO1322  HISTORY     - 1989     MONUMENTED       NGS
 OO1322
 OO1322                          STATION DESCRIPTION
 OO1322
 OO1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OO1322'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) SOUTHEAST OF FOREST
 OO1322'CITY, AT THE FOREST CITY MUNICIPAL AIRPORT, AT THE END OF RUNWAY 9 AND
 OO1322'NEAR THE NORTHWEST CORNER OF THE END OF THE RUNWAY.  OWNERSHIP--CITY
 OO1322'OF FOREST CITY, FOREST CITY, IA 50436, PHONE (515) 582-2880.  THE
 OO1322'AIRPORT MANAGER IS DICK TRIMBLE.
 OO1322'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 69 AND COUNTY
 OO1322'ROAD B 14 ON THE SOUTH SIDE OF FOREST CITY, GO EAST ON COUNTY ROAD B
 OO1322'14 FOR 0.5 KM (0.30 MI) TO THE GRAVEL ENTRANCE ROAD TO THE AIRPORT ON
 OO1322'THE RIGHT.  TURN RIGHT, SOUTH, ON THE ENTRANCE ROAD FOR 0.3 KM
 OO1322'(0.20 MI) TO ITS END AT THE BEACON TOWER.  BEAR LEFT, SOUTHEASTERLY,
 OO1322'AROUND THE BEACON TOWER TO THE APRON.  BEAR LEFT ON THE APRON TO A
 OO1322'TAXIWAY, THENCE RIGHT ON THE TAXI FOR 0.2 KM (0.10 MI) TO THE JUNCTION
 OO1322'OF RUNWAYS 9-7.  TURN RIGHT, WEST, FOR 0.4 KM (0.25 MI) TO THE END OF
 OO1322'RUNWAY 9 AND THE STATION ON THE RIGHT.
 OO1322'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 OO1322'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 OO1322'SURROUNDED BY CONCRETE.  LOCATED 11.6 M (38.1 FT) NORTH OF THE CENTER
 OO1322'OF RUNWAY, 3.95 M (13.0 FT) EAST-SOUTHEAST OF THE NORTH ONE OF THREE
 OO1322'RUNWAY END BEACON LIGHTS, 3.95 M (13.0 FT) SOUTH-SOUTHEAST 0F A
 OO1322'FIBERGLASS WITNESS POST AND 3.35 M (11.0 FT) NORTHEAST OF THE
 OO1322'NORTHWEST CORNER OF THE RUNWAY.
 OO1322'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OO1322'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0700 ***********************************************************************
 OO0700  DESIGNATION -  FOREST CITY
 OO0700  PID         -  OO0700
 OO0700  STATE/COUNTY-  IA/WINNEBAGO
 OO0700  USGS QUAD   -  FOREST CITY (1972)
 OO0700
 OO0700                         *CURRENT SURVEY CONTROL
 OO0700  ___________________________________________________________________
 OO0700* NAD 83(1996)-  43 15 45.85237(N)    093 38 18.86043(W)     ADJUSTED  
 OO0700* NAVD 88     -       390.319  (meters)    1280.57   (feet)  ADJUSTED  
 OO0700  ___________________________________________________________________
 OO0700  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 OO0700  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 OO0700  DYNAMIC HT  -         390.199 (meters)    1280.18  (feet)  COMP
 OO0700  MODELED GRAV-     980,302.9   (mgal)                       NAVD 88
 OO0700
 OO0700  HORZ ORDER  -  SECOND
 OO0700  VERT ORDER  -  SECOND    CLASS 0
 OO0700
 OO0700.The horizontal coordinates were established by classical geodetic methods
 OO0700.and adjusted by the National Geodetic Survey in May 1999..
 OO0700
 OO0700.The orthometric height was determined by differential leveling
 OO0700.and adjusted by the National Geodetic Survey in June 1991..
 OO0700
 OO0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0700
 OO0700.The geoid height was determined by GEOID03.
 OO0700
 OO0700.The dynamic height is computed by dividing the NAVD 88
 OO0700.geopotential number by the normal gravity value computed on the
 OO0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0700.degrees latitude (g = 980.6199 gals.).
 OO0700
 OO0700.The modeled gravity was interpolated from observed gravity values.
 OO0700
 OO0700;                    North         East     Units Scale Factor Converg.
 OO0700;SPC IA N     - 1,195,814.654 1,488,748.954   MT  0.99999928   -0 05 38.1
 OO0700;UTM  15      - 4,790,189.878   448,173.274   MT  0.99963304   -0 26 15.5
 OO0700
 OO0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0700!SPC IA N     -   0.99994340  x   0.99999928  =   0.99994268
 OO0700!UTM  15      -   0.99994340  x   0.99963304  =   0.99957646
 OO0700
 OO0700                          SUPERSEDED SURVEY CONTROL
 OO0700
 OO0700  NAD 83(1996)-  43 15 45.85237(N)    093 38 18.86043(W) AD(       ) 2
 OO0700  NAD 83(1986)-  43 15 45.84440(N)    093 38 18.85400(W) AD(       ) 2
 OO0700  NAD 27      -  43 15 46.00725(N)    093 38 18.08685(W) AD(       ) 2
 OO0700  NGVD 29 (??/??/92)  390.279  (m)         1280.44   (f) ADJ UNCH    2 0
 OO0700
 OO0700.Superseded values are not recommended for survey control.
 OO0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0700.See file dsdata.txt to determine how the superseded data were derived.
 OO0700
 OO0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4817390190(NAD 83)
 OO0700_MARKER: DB = BENCH MARK DISK
 OO0700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0700_SP_SET: CONCRETE BASE
 OO0700_STAMPING: FOREST CITY 1934
 OO0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0700
 OO0700  HISTORY     - Date     Condition        Report By
 OO0700  HISTORY     - 1934     MONUMENTED       CGS
 OO0700  HISTORY     - 1942     GOOD             NGS
 OO0700  HISTORY     - 1971     GOOD             NGS
 OO0700  HISTORY     - 1971     GOOD             NGS
 OO0700
 OO0700                          STATION DESCRIPTION
 OO0700
 OO0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OO0700'IN FOREST CITY.
 OO0700'AT FOREST CITY, AT THE INTERSECTION OF WEST I STREET AND SOUTH CLARK
 OO0700'STREET, AT THE CANNON IN THE SOUTHEAST CORNER OF THE COURTHOUSE
 OO0700'SQUARE, IN THE TOP OF THE CONCRETE BASE, 83 FEET NORTH OF THE
 OO0700'CENTERLINE OF WEST I STREET, 48 FEET WEST OF THE CENTERLINE OF SOUTH
 OO0700'CLARK STREET, AND 6 INCHES WEST OF THE SOUTHEAST CORNER OF THE BASE. A
 OO0700'STANDARD DISK, STAMPED FOREST CITY 1934.
 OO0700
 OO0700                          STATION RECOVERY (1971)
 OO0700
 OO0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OO0700'THE STATION IS LOCATED IN THE TOWN OF FOREST CITY, IN THE
 OO0700'CENTER OF TOWN AND ON THE EAST SIDE OF THE COUNTY COURTHOUSE.
 OO0700'
 OO0700'BM FOREST CITY, A STANDARD BENCH MARK DISK STAMPED FOREST
 OO0700'CITY 1934 1280.440, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 OO0700'FOOTING FOR A BRICK PIER.  IT IS 99 FEET SOUTH OF THE CENTER
 OO0700'OF THE SIDEWALK LEADING TO THE MAIN ENTRANCE OF THE COURTHOUSE,
 OO0700'49 FEET WEST OF THE CENTER OF SOUTH CLARK STREET AND AT THE
 OO0700'SOUTHEAST CORNER OF THE BRICK PIER.
 OO0700
 OO0700                          STATION RECOVERY (1971)
 OO0700
 OO0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OO0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1196 ***********************************************************************
 OO1196  DESIGNATION -  FOREST CITY
 OO1196  PID         -  OO1196
 OO1196  STATE/COUNTY-  IA/WINNEBAGO
 OO1196  USGS QUAD   -  FOREST CITY (1972)
 OO1196
 OO1196                         *CURRENT SURVEY CONTROL
 OO1196  ___________________________________________________________________
 OO1196* NAD 83(1996)-  43 15 46.70736(N)    093 38 19.57316(W)     ADJUSTED  
 OO1196* NAVD 88     -       391.54   (+/-2cm)    1284.6    (feet)  VERTCON   
 OO1196  ___________________________________________________________________
 OO1196  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 OO1196  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 OO1196
 OO1196  HORZ ORDER  -  SECOND
 OO1196  VERT ORDER  -  THIRD ? (See Below)
 OO1196
 OO1196.The horizontal coordinates were established by classical geodetic methods
 OO1196.and adjusted by the National Geodetic Survey in May 1999..
 OO1196
 OO1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1196.The vertical order pertains to the NGVD 29 superseded value.
 OO1196
 OO1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1196
 OO1196.The geoid height was determined by GEOID03.
 OO1196
 OO1196;                    North         East     Units Scale Factor Converg.
 OO1196;SPC IA N     - 1,195,841.065 1,488,732.923   MT  0.99999933   -0 05 38.6
 OO1196;UTM  15      - 4,790,216.376   448,157.408   MT  0.99963306   -0 26 16.0
 OO1196
 OO1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1196!SPC IA N     -   0.99994321  x   0.99999933  =   0.99994254
 OO1196!UTM  15      -   0.99994321  x   0.99963306  =   0.99957629
 OO1196
 OO1196:                Primary Azimuth Mark                     Grid Az
 OO1196:SPC IA N     -  PILOT                                    099 26 51.2
 OO1196:UTM  15      -  PILOT                                    099 47 28.6
 OO1196
 OO1196|---------------------------------------------------------------------|
 OO1196| PID    Reference Object                     Distance      Geod. Az  |
 OO1196|                                                           dddmmss.s |
 OO1196| OO1191 PILOT                               APPROX. 7.1 KM 0992112.6 |
 OO1196| OO0700 FOREST CITY                          30.896 METERS 14839     |
 OO1196| CI6337 FOREST CITY RM 2                                   17025     |
 OO1196| OO1200 FOREST CITY RM 1                      9.393 METERS 32318     |
 OO1196|---------------------------------------------------------------------|
 OO1196
 OO1196                          SUPERSEDED SURVEY CONTROL
 OO1196
 OO1196  NAD 83(1996)-  43 15 46.70736(N)    093 38 19.57316(W) AD(       ) 2
 OO1196  NAD 83(1986)-  43 15 46.69939(N)    093 38 19.56672(W) AD(       ) 2
 OO1196  NAD 27      -  43 15 46.86216(N)    093 38 18.79948(W) AD(       ) 2
 OO1196  NGVD 29 (07/19/86)  391.50   (m)         1284.4    (f) LEVELING    3  
 OO1196
 OO1196.Superseded values are not recommended for survey control.
 OO1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1196.See file dsdata.txt to determine how the superseded data were derived.
 OO1196
 OO1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4815790216(NAD 83)
 OO1196_MARKER: DH = HORIZONTAL CONTROL DISK
 OO1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO1196
 OO1196  HISTORY     - Date     Condition        Report By
 OO1196  HISTORY     - 1971     MONUMENTED       NGS
 OO1196
 OO1196                          STATION DESCRIPTION
 OO1196
 OO1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1196'THE STATION IS LOCATED IN THE TOWN OF FOREST CITY, IN THE
 OO1196'CENTER OF TOWN AND ON THE EAST SIDE OF THE COUNTY COURTHOUSE.
 OO1196'
 OO1196'STATION MARKS ARE STANDARD DISKS STAMPED FOREST CITY 1971.
 OO1196'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OO1196'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 OO1196'IT IS 28 FEET SOUTHEAST OF THE MAIN ENTRANCE TO COURTHOUSE,
 OO1196'27 FEET NORTHEAST OF THE SOUTHEAST CORNER OF COURTHOUSE,
 OO1196'10.7 FEET SOUTH OF THE SOUTH EDGE OF AN EAST-WEST SIDEWALK AND
 OO1196'6 FEET EAST OF THE EAST EDGE OF A NORTH-SOUTH SIDEWALK.  THE
 OO1196'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OO1196'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 OO1196'
 OO1196'REFERENCE MARK 1, A STANDARD DISK STAMPED FOREST CITY NO 1 1971,
 OO1196'IS CEMENTED IN A DRILL HOLE IN THE TOP STEP OF THE STEPS
 OO1196'LEADING TO THE EAST ENTRANCE OF COURTHOUSE.  IT IS 8 FEET
 OO1196'NORTH-NORTHEAST OF THE MAIN ENTRANCE TO THE COURTHOUSE.
 OO1196'
 OO1196'REFERENCE MARK 2, A STANDARD DISK STAMPED FOREST CITY NO 2 1971,
 OO1196'IS CEMENTED IN A DRILL HOLE IN THE APPROXIMATE CENTER OF A
 OO1196'CONCRETE SIDEWALK.  IT IS 55.5 FEET NORTH-NORTHWEST OF THE
 OO1196'NORTHWEST CORNER OF THE UNITED METHODIST CHURCH AND 30 FEET
 OO1196'EAST OF THE CENTER OF SOUTH CLARK STREET.
 OO1196'
 OO1196'BM FOREST CITY, A STANDARD BENCH MARK DISK STAMPED FOREST
 OO1196'CITY 1934 1280.440, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 OO1196'FOOTING FOR A BRICK PIER.  IT IS 99 FEET SOUTH OF THE CENTER
 OO1196'OF THE SIDEWALK LEADING TO THE MAIN ENTRANCE OF THE COURTHOUSE,
 OO1196'49 FEET WEST OF THE CENTER OF SOUTH CLARK STREET AND AT THE
 OO1196'SOUTHEAST CORNER OF THE BRICK PIER.
 OO1196'
 OO1196'TO REACH REFERENCE MARK 2 FROM THE STATION, GO SOUTH ON SOUTH
 OO1196'CLARK STREET FOR 0.1 MILE TO THE MARK ON THE LEFT.
 OO1196'
 OO1196'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1192 ***********************************************************************
 OO1192  DESIGNATION -  FOREST CITY CO CTHSE TOWER
 OO1192  PID         -  OO1192
 OO1192  STATE/COUNTY-  IA/WINNEBAGO
 OO1192  USGS QUAD   -  FOREST CITY (1972)
 OO1192
 OO1192                         *CURRENT SURVEY CONTROL
 OO1192  ___________________________________________________________________
 OO1192* NAD 83(1996)-  43 15 47.12037(N)    093 38 19.95641(W)     ADJUSTED  
 OO1192* NAVD 88     -                                                        
 OO1192  ___________________________________________________________________
 OO1192  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 OO1192  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 OO1192
 OO1192  HORZ ORDER  -  THIRD
 OO1192
 OO1192.The horizontal coordinates were established by classical geodetic methods
 OO1192.and adjusted by the National Geodetic Survey in May 1999..
 OO1192
 OO1192
 OO1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1192
 OO1192.The geoid height was determined by GEOID03.
 OO1192
 OO1192;                    North         East     Units Scale Factor Converg.
 OO1192;SPC IA N     - 1,195,853.825 1,488,724.300   MT  0.99999935   -0 05 38.8
 OO1192;UTM  15      - 4,790,229.182   448,148.865   MT  0.99963307   -0 26 16.3
 OO1192
 OO1192                          SUPERSEDED SURVEY CONTROL
 OO1192
 OO1192  NAD 83(1996)-  43 15 47.12038(N)    093 38 19.95647(W) AD(       ) 4
 OO1192  NAD 83(1986)-  43 15 47.11214(N)    093 38 19.94571(W) AD(       ) 4
 OO1192  NAD 27      -  43 15 47.27700(N)    093 38 19.18000(W) AD(       ) 3
 OO1192
 OO1192.Superseded values are not recommended for survey control.
 OO1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1192.See file dsdata.txt to determine how the superseded data were derived.
 OO1192
 OO1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4814990229(NAD 83)
 OO1192_MARKER: 55 = TOWER
 OO1192
 OO1192  HISTORY     - Date     Condition        Report By
 OO1192  HISTORY     - 1926     FIRST OBSERVED   CGS
 OO1192
 OO1192                          STATION DESCRIPTION
 OO1192
 OO1192'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1197 ***********************************************************************
 OO1197  DESIGNATION -  FOREST CITY MUN TANK
 OO1197  PID         -  OO1197
 OO1197  STATE/COUNTY-  IA/WINNEBAGO
 OO1197  USGS QUAD   -  FOREST CITY (1972)
 OO1197
 OO1197                         *CURRENT SURVEY CONTROL
 OO1197  ___________________________________________________________________
 OO1197* NAD 83(1996)-  43 15 44.54920(N)    093 38 37.58065(W)     ADJUSTED  
 OO1197* NAVD 88     -       428.     (meters)    1404.     (feet)  VERTCON   
 OO1197  ___________________________________________________________________
 OO1197  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 OO1197  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 OO1197
 OO1197  HORZ ORDER  -  THIRD
 OO1197
 OO1197.The horizontal coordinates were established by classical geodetic methods
 OO1197.and adjusted by the National Geodetic Survey in May 1999..
 OO1197
 OO1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1197
 OO1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1197
 OO1197.The geoid height was determined by GEOID03.
 OO1197
 OO1197;                    North         East     Units Scale Factor Converg.
 OO1197;SPC IA N     - 1,195,775.142 1,488,326.679   MT  0.99999922   -0 05 50.8
 OO1197;UTM  15      - 4,790,152.914   447,750.925   MT  0.99963358   -0 26 28.4
 OO1197
 OO1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1197!SPC IA N     -   0.99993749  x   0.99999922  =   0.99993671
 OO1197!UTM  15      -   0.99993749  x   0.99963358  =   0.99957109
 OO1197
 OO1197                          SUPERSEDED SURVEY CONTROL
 OO1197
 OO1197  NAD 83(1996)-  43 15 44.54921(N)    093 38 37.58065(W) AD(       ) 4
 OO1197  NAD 83(1986)-  43 15 44.54150(N)    093 38 37.57426(W) AD(       ) 4
 OO1197  NAD 27      -  43 15 44.70210(N)    093 38 36.80302(W) AD(       ) 3
 OO1197  NGVD 29 (07/19/86)  428.     (m)         1404.     (f) VERT ANG       
 OO1197
 OO1197.Superseded values are not recommended for survey control.
 OO1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1197.See file dsdata.txt to determine how the superseded data were derived.
 OO1197
 OO1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4775190153(NAD 83)
 OO1197_MARKER: 53 = ELEVATED TANK
 OO1197
 OO1197  HISTORY     - Date     Condition        Report By
 OO1197  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1197
 OO1197                          STATION DESCRIPTION
 OO1197
 OO1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1197'THE FOREST CITY MUNICIPAL WATER TANK IS LOCATED IN THE SOUTHWEST
 OO1197'SECTION OF TOWN, ABOUT 150 FEET SOUTH OF A T-INTERSECTION
 OO1197'FORMED BY SOUTH 9TH STREET AND WEST 1ST STREET.
 OO1197'
 OO1197'TO REACH THE TANK FROM THE COURTHOUSE, GO WEST ON WEST J STREET
 OO1197'FOR 0.3 MILE TO ITS JUNCTION WITH SOUTH 9TH STREET.  TURN
 OO1197'LEFT AND GO SOUTH ON SOUTH 9TH STREET FOR 0.05 MILE TO THE
 OO1197'T-INTERSECTION AND THE TANK.
 OO1197'
 OO1197'THE TANK HAS AN ELLIPSOIDAL TOP AND BOTTOM, 6 CHANNEL-LACED
 OO1197'LEGS PAINTED SILVER, WITH A CAP AT THE APEX, AND THE LEGEND
 OO1197'FOREST CITY ON ITS SIDE, AND ABOUT 125 FEET HIGH.
 OO1197'
 OO1197'THE POINT INTERSECTED WAS THE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1200 ***********************************************************************
 OO1200  DESIGNATION -  FOREST CITY RM 1
 OO1200  PID         -  OO1200
 OO1200  STATE/COUNTY-  IA/WINNEBAGO
 OO1200  USGS QUAD   -  FOREST CITY (1972)
 OO1200
 OO1200                         *CURRENT SURVEY CONTROL
 OO1200  ___________________________________________________________________
 OO1200* NAD 83(1996)-  43 15 46.95142(N)    093 38 19.82202(W)     ADJUSTED  
 OO1200* NAVD 88     -       392.5    (meters)    1288.     (feet)  VERTCON   
 OO1200  ___________________________________________________________________
 OO1200  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 OO1200  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 OO1200
 OO1200  HORZ ORDER  -  SECOND
 OO1200
 OO1200.The horizontal coordinates were established by classical geodetic methods
 OO1200.and adjusted by the National Geodetic Survey in May 1999..
 OO1200
 OO1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1200
 OO1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1200
 OO1200.The geoid height was determined by GEOID03.
 OO1200
 OO1200;                    North         East     Units Scale Factor Converg.
 OO1200;SPC IA N     - 1,195,848.606 1,488,727.322   MT  0.99999934   -0 05 38.8
 OO1200;UTM  15      - 4,790,223.947   448,151.855   MT  0.99963307   -0 26 16.2
 OO1200
 OO1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1200!SPC IA N     -   0.99994306  x   0.99999934  =   0.99994240
 OO1200!UTM  15      -   0.99994306  x   0.99963307  =   0.99957615
 OO1200
 OO1200:                Primary Azimuth Mark                     Grid Az
 OO1200:SPC IA N     -  PILOT                                    099 30 00.7
 OO1200:UTM  15      -  PILOT                                    099 50 38.1
 OO1200
 OO1200|---------------------------------------------------------------------|
 OO1200| PID    Reference Object                     Distance      Geod. Az  |
 OO1200|                                                           dddmmss.s |
 OO1200| OO1191 PILOT                               APPROX. 7.1 KM 0992421.9 |
 OO1200| OO1196 FOREST CITY                           9.393 METERS 14318     |
 OO1200|---------------------------------------------------------------------|
 OO1200
 OO1200                          SUPERSEDED SURVEY CONTROL
 OO1200
 OO1200  NAD 83(1996)-  43 15 46.95143(N)    093 38 19.82202(W) AD(       ) 2
 OO1200  NAD 83(1986)-  43 15 46.94345(N)    093 38 19.81560(W) AD(       ) 2
 OO1200  NAD 27      -  43 15 47.10620(N)    093 38 19.04832(W) AD(       ) 2
 OO1200  NGVD 29 (07/19/86)  392.5    (m)         1288.     (f) VERT ANG       
 OO1200
 OO1200.Superseded values are not recommended for survey control.
 OO1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1200.See file dsdata.txt to determine how the superseded data were derived.
 OO1200
 OO1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4815290224(NAD 83)
 OO1200_MARKER: DR = REFERENCE MARK DISK
 OO1200_SETTING: 0 = UNSPECIFIED SETTING
 OO1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1200
 OO1200  HISTORY     - Date     Condition        Report By
 OO1200  HISTORY     - 1971     MONUMENTED       NGS
 OO1200
 OO1200                          STATION DESCRIPTION
 OO1200
 OO1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1200'THE STATION IS LOCATED IN THE TOWN OF FOREST CITY, IN THE
 OO1200'CENTER OF TOWN AND ON THE EAST SIDE OF THE COUNTY COURTHOUSE.
 OO1200'
 OO1200'THE STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED
 OO1200'FOREST CITY NO 1 1971, IS CEMENTED IN A DRILL HOLE IN THE TOP
 OO1200'STEP OF THE STEPS LEADING TO THE EAST ENTRANCE OF COURTHOUSE.
 OO1200'IT IS 8 FEET NORTH-NORTHEAST OF THE MAIN ENTRANCE TO THE
 OO1200'COURTHOUSE.
 OO1200'
 OO1200'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1195 ***********************************************************************
 OO1195  DESIGNATION -  FOREST CITY STANDPIPE
 OO1195  PID         -  OO1195
 OO1195  STATE/COUNTY-  IA/WINNEBAGO
 OO1195  USGS QUAD   -  FOREST CITY (1972)
 OO1195
 OO1195                         *CURRENT SURVEY CONTROL
 OO1195  ___________________________________________________________________
 OO1195* NAD 83(1996)-  43 15 45.32021(N)    093 38 37.52783(W)     ADJUSTED  
 OO1195* NAVD 88     -                                                        
 OO1195  ___________________________________________________________________
 OO1195  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 OO1195  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 OO1195
 OO1195  HORZ ORDER  -  THIRD
 OO1195
 OO1195.The horizontal coordinates were established by classical geodetic methods
 OO1195.and adjusted by the National Geodetic Survey in May 1999..
 OO1195
 OO1195
 OO1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1195
 OO1195.The geoid height was determined by GEOID03.
 OO1195
 OO1195;                    North         East     Units Scale Factor Converg.
 OO1195;SPC IA N     - 1,195,798.934 1,488,327.911   MT  0.99999926   -0 05 50.8
 OO1195;UTM  15      - 4,790,176.689   447,752.299   MT  0.99963358   -0 26 28.3
 OO1195
 OO1195                          SUPERSEDED SURVEY CONTROL
 OO1195
 OO1195  NAD 83(1996)-  43 15 45.32021(N)    093 38 37.52788(W) AD(       ) 4
 OO1195  NAD 83(1986)-  43 15 45.31237(N)    093 38 37.51776(W) AD(       ) 4
 OO1195  NAD 27      -  43 15 45.45300(N)    093 38 36.76900(W) AD(       ) 3
 OO1195
 OO1195.Superseded values are not recommended for survey control.
 OO1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1195.See file dsdata.txt to determine how the superseded data were derived.
 OO1195
 OO1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4775290177(NAD 83)
 OO1195_MARKER: 52 = STANDPIPE TANK
 OO1195
 OO1195  HISTORY     - Date     Condition        Report By
 OO1195  HISTORY     - 1926     FIRST OBSERVED   CGS
 OO1195
 OO1195                          STATION DESCRIPTION
 OO1195
 OO1195'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1194 ***********************************************************************
 OO1194  DESIGNATION -  FOREST CITY WALDORF COLL CHIM
 OO1194  PID         -  OO1194
 OO1194  STATE/COUNTY-  IA/WINNEBAGO
 OO1194  USGS QUAD   -  FOREST CITY (1972)
 OO1194
 OO1194                         *CURRENT SURVEY CONTROL
 OO1194  ___________________________________________________________________
 OO1194* NAD 83(1996)-  43 15 54.08995(N)    093 38 47.93886(W)     ADJUSTED  
 OO1194* NAVD 88     -                                                        
 OO1194  ___________________________________________________________________
 OO1194  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 OO1194  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 OO1194
 OO1194  HORZ ORDER  -  THIRD
 OO1194
 OO1194.The horizontal coordinates were established by classical geodetic methods
 OO1194.and adjusted by the National Geodetic Survey in May 1999..
 OO1194
 OO1194
 OO1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1194
 OO1194.The geoid height was determined by GEOID03.
 OO1194
 OO1194;                    North         East     Units Scale Factor Converg.
 OO1194;SPC IA N     - 1,196,069.975 1,488,093.575   MT  0.99999970   -0 05 57.8
 OO1194;UTM  15      - 4,790,449.033   447,519.679   MT  0.99963388   -0 26 35.5
 OO1194
 OO1194                          SUPERSEDED SURVEY CONTROL
 OO1194
 OO1194  NAD 83(1996)-  43 15 54.08996(N)    093 38 47.93886(W) AD(       ) 4
 OO1194  NAD 83(1986)-  43 15 54.08151(N)    093 38 47.92551(W) AD(       ) 4
 OO1194  NAD 27      -  43 15 54.25000(N)    093 38 47.16000(W) AD(       ) 3
 OO1194
 OO1194.Superseded values are not recommended for survey control.
 OO1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1194.See file dsdata.txt to determine how the superseded data were derived.
 OO1194
 OO1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4752090449(NAD 83)
 OO1194_MARKER: 85 = CHIMNEY
 OO1194
 OO1194  HISTORY     - Date     Condition        Report By
 OO1194  HISTORY     - 1926     FIRST OBSERVED   CGS
 OO1194
 OO1194                          STATION DESCRIPTION
 OO1194
 OO1194'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1198 ***********************************************************************
 OO1198  DESIGNATION -  FOREST CITY WINNEBAGO CO TANK
 OO1198  PID         -  OO1198
 OO1198  STATE/COUNTY-  IA/HANCOCK
 OO1198  USGS QUAD   -  FOREST CITY (1972)
 OO1198
 OO1198                         *CURRENT SURVEY CONTROL
 OO1198  ___________________________________________________________________
 OO1198* NAD 83(1996)-  43 15 11.56491(N)    093 38 55.26500(W)     ADJUSTED  
 OO1198* NAVD 88     -       427.     (meters)    1401.     (feet)  VERTCON   
 OO1198  ___________________________________________________________________
 OO1198  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 OO1198  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 OO1198
 OO1198  HORZ ORDER  -  THIRD
 OO1198
 OO1198.The horizontal coordinates were established by classical geodetic methods
 OO1198.and adjusted by the National Geodetic Survey in May 1999..
 OO1198
 OO1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1198
 OO1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1198
 OO1198.The geoid height was determined by GEOID03.
 OO1198
 OO1198;                    North         East     Units Scale Factor Converg.
 OO1198;SPC IA N     - 1,194,757.924 1,487,926.043   MT  0.99999757   -0 06 02.8
 OO1198;UTM  15      - 4,789,138.488   447,344.341   MT  0.99963411   -0 26 40.2
 OO1198
 OO1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1198!SPC IA N     -   0.99993764  x   0.99999757  =   0.99993522
 OO1198!UTM  15      -   0.99993764  x   0.99963411  =   0.99957178
 OO1198
 OO1198                          SUPERSEDED SURVEY CONTROL
 OO1198
 OO1198  NAD 83(1996)-  43 15 11.56491(N)    093 38 55.26500(W) AD(       ) 4
 OO1198  NAD 83(1986)-  43 15 11.55719(N)    093 38 55.25849(W) AD(       ) 4
 OO1198  NAD 27      -  43 15 11.71727(N)    093 38 54.48690(W) AD(       ) 3
 OO1198  NGVD 29 (07/19/86)  427.     (m)         1401.     (f) VERT ANG       
 OO1198
 OO1198.Superseded values are not recommended for survey control.
 OO1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1198.See file dsdata.txt to determine how the superseded data were derived.
 OO1198
 OO1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4734489138(NAD 83)
 OO1198_MARKER: 53 = ELEVATED TANK
 OO1198
 OO1198  HISTORY     - Date     Condition        Report By
 OO1198  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1198
 OO1198                          STATION DESCRIPTION
 OO1198
 OO1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1198'THE FOREST CITY WINNEBAGO INDUSTRIES CORPORATION WATER TANK
 OO1198'IS LOCATED ABOUT 1 MILE SOUTH OF FOREST CITY, IN THE NORTHWEST
 OO1198'CORNER OF THE MAIN FACTORY COMPLEX, IN SECTION 2, T 97 N, R 24 W.
 OO1198'
 OO1198'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69
 OO1198'AND STATE HIGHWAY 9 IN THE WEST SECTION OF FOREST CITY, GO SOUTH
 OO1198'ON HIGHWAY 69 FOR 1.4 MILES TO A REVERSE-Y FORK.  TURN VERY
 OO1198'SHARP RIGHT AND GO NORTHWEST FOR ABOUT 150 FEET.  TURN LEFT AND GO
 OO1198'WESTERLY ON A PAVED ROAD FOR 0.35 MILE TO THE GUARDHOUSE
 OO1198'AND ENTRANCE TO THE FACTORY COMPLEX, AND THE TANK ABOUT 0.2
 OO1198'MILE TO THE NORTHWEST.
 OO1198'
 OO1198'THE TANK IS A PEDESTAL SPHERE, PAINTED PALE GREEN, ABOUT 150
 OO1198'FEET HIGH WITH A LIGHT AND CAP AT THE APEX.  THE LEGEND
 OO1198'WINNEBAGO FOREST CITY IS PAINTED ON THE SOUTHEAST SIDE OF THE
 OO1198'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0728 ***********************************************************************
 NL0728  DESIGNATION -  FORT DODGE BOOSTER TANK
 NL0728  PID         -  NL0728
 NL0728  STATE/COUNTY-  IA/WEBSTER
 NL0728  USGS QUAD   -  FORT DODGE NORTH (1979)
 NL0728
 NL0728                         *CURRENT SURVEY CONTROL
 NL0728  ___________________________________________________________________
 NL0728* NAD 83(1996)-  42 30 18.27599(N)    094 10 59.00727(W)     ADJUSTED  
 NL0728* NAVD 88     -                                                        
 NL0728  ___________________________________________________________________
 NL0728  LAPLACE CORR-          10.07  (seconds)                    DEFLEC99
 NL0728  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 NL0728
 NL0728  HORZ ORDER  -  THIRD
 NL0728
 NL0728.The horizontal coordinates were established by classical geodetic methods
 NL0728.and adjusted by the National Geodetic Survey in May 1999..
 NL0728
 NL0728
 NL0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0728
 NL0728.The geoid height was determined by GEOID03.
 NL0728
 NL0728;                    North         East     Units Scale Factor Converg.
 NL0728;SPC IA N     - 1,111,866.794 1,443,861.338   MT  0.99994937   -0 27 46.6
 NL0728;UTM  15      - 4,706,534.860   402,799.985   MT  0.99971624   -0 47 57.8
 NL0728
 NL0728                          SUPERSEDED SURVEY CONTROL
 NL0728
 NL0728  NAD 83(1996)-  42 30 18.27257(N)    094 10 59.00754(W) AD(       ) 4
 NL0728  NAD 83(1986)-  42 30 18.26795(N)    094 10 58.99913(W) AD(       ) 4
 NL0728  NAD 27      -  42 30 18.38600(N)    094 10 58.13700(W) AD(       ) 3
 NL0728
 NL0728.Superseded values are not recommended for survey control.
 NL0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0728.See file dsdata.txt to determine how the superseded data were derived.
 NL0728
 NL0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0280006535(NAD 83)
 NL0728_MARKER: 51 = TANK
 NL0728
 NL0728  HISTORY     - Date     Condition        Report By
 NL0728  HISTORY     - 1938     FIRST OBSERVED   CGS
 NL0728  HISTORY     - 1953     SEE DESCRIPTION  CGS
 NL0728  HISTORY     - 1953     SEE DESCRIPTION  CGS
 NL0728
 NL0728                          STATION DESCRIPTION
 NL0728
 NL0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0728'THE BOOSTER TANK FOR THE CITY OF FORT DODGE WATER SUPPLY.
 NL0728'THE TANK IS NEAR THE S END OF THE BUSINESS DISTRICT NEAR
 NL0728'FIRST AVENUE SOUTH AND 12TH STREET.  AN ALUMINUM TANK WITH A
 NL0728'RED CONE SHAPED TOP.
 NL0728'
 NL0728'LOCATED FROM TRIANGULATION STATIONS DODGE, CLARE AND INDUSTRY.
 NL0728'
 NL0728'AN INTERSECTION STATION.
 NL0728
 NL0728                          STATION RECOVERY (1953)
 NL0728
 NL0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFV)
 NL0728'TANK DISMANTLED AND REMOVED.
 NL0728
 NL0728                          STATION RECOVERY (1953)
 NL0728
 NL0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (QJW)
 NL0728'THIS TANK HAS BEEN COMPLETELY REMOVED, BUT I WILL TRY TO
 NL0728'ESTABLISH THE ORIGINAL LOCATION ON THE GROUND IF POSSIBLE.
 NL0728'
 NL0728'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0727 ***********************************************************************
 NL0727  DESIGNATION -  FORT DODGE C CHRISTI CATH CH
 NL0727  PID         -  NL0727
 NL0727  STATE/COUNTY-  IA/WEBSTER
 NL0727  USGS QUAD   -  FORT DODGE NORTH (1979)
 NL0727
 NL0727                         *CURRENT SURVEY CONTROL
 NL0727  ___________________________________________________________________
 NL0727* NAD 83(1996)-  42 30 31.85364(N)    094 11 19.29031(W)     ADJUSTED  
 NL0727* NAVD 88     -                                                        
 NL0727  ___________________________________________________________________
 NL0727  LAPLACE CORR-           9.91  (seconds)                    DEFLEC99
 NL0727  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 NL0727
 NL0727  HORZ ORDER  -  THIRD
 NL0727
 NL0727.The horizontal coordinates were established by classical geodetic methods
 NL0727.and adjusted by the National Geodetic Survey in May 1999..
 NL0727
 NL0727
 NL0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0727
 NL0727.The geoid height was determined by GEOID03.
 NL0727
 NL0727;                    North         East     Units Scale Factor Converg.
 NL0727;SPC IA N     - 1,112,289.473 1,443,401.703   MT  0.99994919   -0 28 00.3
 NL0727;UTM  15      - 4,706,960.132   402,342.946   MT  0.99971734   -0 48 11.8
 NL0727
 NL0727                          SUPERSEDED SURVEY CONTROL
 NL0727
 NL0727  NAD 83(1996)-  42 30 31.85031(N)    094 11 19.29068(W) AD(       ) 4
 NL0727  NAD 83(1986)-  42 30 31.84559(N)    094 11 19.28217(W) AD(       ) 4
 NL0727  NAD 27      -  42 30 31.96300(N)    094 11 18.41900(W) AD(       ) 3
 NL0727
 NL0727.Superseded values are not recommended for survey control.
 NL0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0727.See file dsdata.txt to determine how the superseded data were derived.
 NL0727
 NL0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0234306960(NAD 83)
 NL0727_MARKER: 90 = CHURCH SPIRE
 NL0727
 NL0727  HISTORY     - Date     Condition        Report By
 NL0727  HISTORY     - 1938     FIRST OBSERVED   CGS
 NL0727  HISTORY     - 1953     GOOD             CGS
 NL0727  HISTORY     - 1968     GOOD             CGS
 NL0727  HISTORY     - 1976     GOOD             NGS
 NL0727
 NL0727                          STATION DESCRIPTION
 NL0727
 NL0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0727'THE CORPUS CHRISTI CATHOLIC CHURCH IN FORT DODGE.  LOCATED ON
 NL0727'THE NE CORNER OF SEVENTH STREET AND FOURTH AVENUE N.  THE TOP
 NL0727'OF A TALL GOLD COLORED SPIRE.
 NL0727'
 NL0727'LOCATED FROM TRIANGULATION STATIONS DODGE, CLARE AND INDUSTRY.
 NL0727'
 NL0727'AN INTERSECTION STATION.
 NL0727
 NL0727                          STATION RECOVERY (1953)
 NL0727
 NL0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFV)
 NL0727'STATION RECOVERED AS DESCRIBED.
 NL0727
 NL0727                          STATION RECOVERY (1968)
 NL0727
 NL0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JVT)
 NL0727'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 NL0727'CONDITION.
 NL0727'
 NL0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE CITY
 NL0727'OF FORT DODGE, IOWA
 NL0727
 NL0727                          STATION RECOVERY (1976)
 NL0727
 NL0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 NL0727'STATION RECOVERED AS DESCRIBED.
 NL0727'
 NL0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN FORT DODGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0725 ***********************************************************************
 NL0725  DESIGNATION -  FORT DODGE LUTH CH SPIRE
 NL0725  PID         -  NL0725
 NL0725  STATE/COUNTY-  IA/WEBSTER
 NL0725  USGS QUAD   -  FORT DODGE NORTH (1979)
 NL0725
 NL0725                         *CURRENT SURVEY CONTROL
 NL0725  ___________________________________________________________________
 NL0725* NAD 83(1996)-  42 30 06.77445(N)    094 10 52.49497(W)     ADJUSTED  
 NL0725* NAVD 88     -                                                        
 NL0725  ___________________________________________________________________
 NL0725  LAPLACE CORR-          10.12  (seconds)                    DEFLEC99
 NL0725  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 NL0725
 NL0725  HORZ ORDER  -  THIRD
 NL0725
 NL0725.The horizontal coordinates were established by classical geodetic methods
 NL0725.and adjusted by the National Geodetic Survey in May 1999..
 NL0725
 NL0725
 NL0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0725
 NL0725.The geoid height was determined by GEOID03.
 NL0725
 NL0725;                    North         East     Units Scale Factor Converg.
 NL0725;SPC IA N     - 1,111,510.727 1,444,007.149   MT  0.99994953   -0 27 42.2
 NL0725;UTM  15      - 4,706,178.027   402,943.669   MT  0.99971590   -0 47 53.3
 NL0725
 NL0725                          SUPERSEDED SURVEY CONTROL
 NL0725
 NL0725  NAD 83(1996)-  42 30 06.77097(N)    094 10 52.49521(W) AD(       ) 4
 NL0725  NAD 83(1986)-  42 30 06.76639(N)    094 10 52.48685(W) AD(       ) 4
 NL0725  NAD 27      -  42 30 06.88400(N)    094 10 51.62500(W) AD(       ) 3
 NL0725
 NL0725.Superseded values are not recommended for survey control.
 NL0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0725.See file dsdata.txt to determine how the superseded data were derived.
 NL0725
 NL0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0294406178(NAD 83)
 NL0725_MARKER: 90 = CHURCH SPIRE
 NL0725
 NL0725  HISTORY     - Date     Condition        Report By
 NL0725  HISTORY     - 1938     FIRST OBSERVED   CGS
 NL0725  HISTORY     - 1953     GOOD             CGS
 NL0725  HISTORY     - 1963     GOOD             CGS
 NL0725  HISTORY     - 1976     GOOD             NGS
 NL0725
 NL0725                          STATION DESCRIPTION
 NL0725
 NL0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0725'THE TOP OF THE TALL GOLD COLORED SPIRE ON THE LUTHERAN CHURCH
 NL0725'IN FORT DODGE.  LOCATED ON THE CORNER OF FIRST AVENUE S OF
 NL0725'TWELFTH STREET.
 NL0725'
 NL0725'LOCATED FROM TRIANGULATION STATIONS DODGE, CLARE AND INDUSTRY.
 NL0725'
 NL0725'AN INTERSECTION STATION.
 NL0725
 NL0725                          STATION RECOVERY (1953)
 NL0725
 NL0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFV)
 NL0725'STATION RECOVERED.  DESCRIPTION SHOULD READ AS FOLLOWS--
 NL0725'
 NL0725'LOCATED ON THE CORNER OF FOURTH AVENUE SOUTH AND THIRTEENTH
 NL0725'STREET.
 NL0725
 NL0725                          STATION RECOVERY (1963)
 NL0725
 NL0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 NL0725'STATION RECOVERED AS DESCRIBED.
 NL0725
 NL0725                          STATION RECOVERY (1976)
 NL0725
 NL0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 NL0725'RECOVERED AS DESCRIBED.
 NL0725'
 NL0725'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT DODGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0768 ***********************************************************************
 NL0768  DESIGNATION -  FORT DODGE SOY BEAN MILL STK
 NL0768  PID         -  NL0768
 NL0768  STATE/COUNTY-  IA/WEBSTER
 NL0768  USGS QUAD   -  FORT DODGE SOUTH (1965)
 NL0768
 NL0768                         *CURRENT SURVEY CONTROL
 NL0768  ___________________________________________________________________
 NL0768* NAD 83(1996)-  42 28 16.54992(N)    094 08 34.77429(W)     ADJUSTED  
 NL0768* NAVD 88     -                                                        
 NL0768  ___________________________________________________________________
 NL0768  LAPLACE CORR-           9.55  (seconds)                    DEFLEC99
 NL0768  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 NL0768
 NL0768  HORZ ORDER  -  THIRD
 NL0768
 NL0768.The horizontal coordinates were established by classical geodetic methods
 NL0768.and adjusted by the National Geodetic Survey in May 1999..
 NL0768
 NL0768
 NL0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0768
 NL0768.The geoid height was determined by GEOID03.
 NL0768
 NL0768;                    North         East     Units Scale Factor Converg.
 NL0768;SPC IA N     - 1,108,085.245 1,447,125.517   MT  0.99995121   -0 26 08.8
 NL0768;UTM  15      - 4,702,735.124   406,041.144   MT  0.99970862   -0 46 18.6
 NL0768
 NL0768                          SUPERSEDED SURVEY CONTROL
 NL0768
 NL0768  NAD 83(1996)-  42 28 16.54577(N)    094 08 34.77389(W) AD(       ) 4
 NL0768  NAD 83(1986)-  42 28 16.54143(N)    094 08 34.76616(W) AD(       ) 4
 NL0768  NAD 27      -  42 28 16.66000(N)    094 08 33.91000(W) AD(       ) 3
 NL0768
 NL0768.Superseded values are not recommended for survey control.
 NL0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0768.See file dsdata.txt to determine how the superseded data were derived.
 NL0768
 NL0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0604102735(NAD 83)
 NL0768_MARKER: 63 = STACK
 NL0768
 NL0768  HISTORY     - Date     Condition        Report By
 NL0768  HISTORY     - 1938     FIRST OBSERVED   CGS
 NL0768  HISTORY     - 1957     GOOD             CGS
 NL0768
 NL0768                          STATION DESCRIPTION
 NL0768
 NL0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0768'THE TALL CONCRETE STACK AT THE SOY BEAN MILL ABOUT 2-1/2 MILES
 NL0768'SW OF FORT DODGE.  THE STATION WAS NOT VISITED.
 NL0768'
 NL0768'LOCATED FROM TRIANGULATION STATIONS DODGE AND INDUSTRY.
 NL0768'HAZY WEATHER PREVENTED MORE CUTS.
 NL0768'
 NL0768'AN INTERSECTION STATION.
 NL0768
 NL0768                          STATION RECOVERY (1957)
 NL0768
 NL0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 NL0768'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT THE STACK IS
 NL0768'PART OF THE BESTWALL GYPSUM COMPANY RATHER THAN PART OF A SOY
 NL0768'BEAN MILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0769 ***********************************************************************
 NL0769  DESIGNATION -  FORT DODGE US GYPSUM CO TANK
 NL0769  PID         -  NL0769
 NL0769  STATE/COUNTY-  IA/WEBSTER
 NL0769  USGS QUAD   -  FORT DODGE SOUTH (1965)
 NL0769
 NL0769                         *CURRENT SURVEY CONTROL
 NL0769  ___________________________________________________________________
 NL0769* NAD 83(1996)-  42 29 01.09022(N)    094 08 31.38064(W)     ADJUSTED  
 NL0769* NAVD 88     -                                                        
 NL0769  ___________________________________________________________________
 NL0769  LAPLACE CORR-           9.83  (seconds)                    DEFLEC99
 NL0769  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 NL0769
 NL0769  HORZ ORDER  -  THIRD
 NL0769
 NL0769.The horizontal coordinates were established by classical geodetic methods
 NL0769.and adjusted by the National Geodetic Survey in May 1999..
 NL0769
 NL0769
 NL0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0769
 NL0769.The geoid height was determined by GEOID03.
 NL0769
 NL0769;                    North         East     Units Scale Factor Converg.
 NL0769;SPC IA N     - 1,109,458.896 1,447,213.471   MT  0.99995050   -0 26 06.5
 NL0769;UTM  15      - 4,704,107.903   406,137.132   MT  0.99970840   -0 46 16.9
 NL0769
 NL0769                          SUPERSEDED SURVEY CONTROL
 NL0769
 NL0769  NAD 83(1996)-  42 29 01.08632(N)    094 08 31.38025(W) AD(       ) 4
 NL0769  NAD 83(1986)-  42 29 01.08178(N)    094 08 31.37235(W) AD(       ) 4
 NL0769  NAD 27      -  42 29 01.20000(N)    094 08 30.52000(W) AD(       ) 3
 NL0769
 NL0769.Superseded values are not recommended for survey control.
 NL0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0769.See file dsdata.txt to determine how the superseded data were derived.
 NL0769
 NL0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0613704108(NAD 83)
 NL0769_MARKER: 51 = TANK
 NL0769
 NL0769  HISTORY     - Date     Condition        Report By
 NL0769  HISTORY     - 1938     FIRST OBSERVED   CGS
 NL0769  HISTORY     - 1953     GOOD             CGS
 NL0769  HISTORY     - 1963     GOOD             CGS
 NL0769
 NL0769                          STATION DESCRIPTION
 NL0769
 NL0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0769'THE TALL ALUMINUM COLORED TANK, WITH CONE TOP, AT THE U.S.
 NL0769'GYPSUM COMPANY PLANT ABOUT 2 MILES S OF FORT DODGE.  THE
 NL0769'STATION WAS NOT VISITED.
 NL0769'
 NL0769'LOCATED FROM TRIANGULATION STATIONS DODGE, CLARE AND INDUSTRY.
 NL0769'
 NL0769'AN INTERSECTION STATION.
 NL0769
 NL0769                          STATION RECOVERY (1953)
 NL0769
 NL0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFV)
 NL0769'STATION RECOVERED AS DESCRIBED.
 NL0769
 NL0769                          STATION RECOVERY (1963)
 NL0769
 NL0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 NL0769'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0783 ***********************************************************************
 OP0783  DESIGNATION -  FOSTORIA SPENCER AREA TV MAST
 OP0783  PID         -  OP0783
 OP0783  STATE/COUNTY-  IA/DICKINSON
 OP0783  USGS QUAD   -  MILFORD (1982)
 OP0783
 OP0783                         *CURRENT SURVEY CONTROL
 OP0783  ___________________________________________________________________
 OP0783* NAD 83(1996)-  43 15 23.66154(N)    095 11 26.59634(W)     ADJUSTED  
 OP0783* NAVD 88     -       579.     (meters)    1900.     (feet)  VERTCON   
 OP0783  ___________________________________________________________________
 OP0783  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 OP0783  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 OP0783
 OP0783  HORZ ORDER  -  THIRD
 OP0783
 OP0783.The horizontal coordinates were established by classical geodetic methods
 OP0783.and adjusted by the National Geodetic Survey in May 1999..
 OP0783
 OP0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0783
 OP0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0783
 OP0783.The geoid height was determined by GEOID03.
 OP0783
 OP0783;                    North         East     Units Scale Factor Converg.
 OP0783;SPC IA N     - 1,196,493.399 1,362,721.374   MT  0.99999817   -1 08 45.2
 OP0783;UTM  15      - 4,791,637.546   322,179.984   MT  0.99998898   -1 30 05.8
 OP0783
 OP0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0783!SPC IA N     -   0.99991362  x   0.99999817  =   0.99991179
 OP0783!UTM  15      -   0.99991362  x   0.99998898  =   0.99990260
 OP0783
 OP0783                          SUPERSEDED SURVEY CONTROL
 OP0783
 OP0783  NAD 83(1996)-  43 15 23.66154(N)    095 11 26.59634(W) AD(       ) 4
 OP0783  NAD 83(1986)-  43 15 23.65844(N)    095 11 26.58440(W) AD(       ) 4
 OP0783  NAD 27      -  43 15 23.78173(N)    095 11 25.59748(W) AD(       ) 3
 OP0783  NGVD 29 (07/19/86)  579.     (m)         1900.     (f) VERT ANG       
 OP0783
 OP0783.Superseded values are not recommended for survey control.
 OP0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0783.See file dsdata.txt to determine how the superseded data were derived.
 OP0783
 OP0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2218091638(NAD 83)
 OP0783_MARKER: 42 = RADIO/TV MAST
 OP0783
 OP0783  HISTORY     - Date     Condition        Report By
 OP0783  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP0783
 OP0783                          STATION DESCRIPTION
 OP0783
 OP0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0783'THE FOSTORIA, SPENCER AREA TELEVISION INCORPORATED MAST IS
 OP0783'LOCATED ABOUT 8 MILES NORTH-NORTHWEST OF SPENCER, 2 MILES
 OP0783'WEST OF U.S. HIGHWAY 71 AND 2 MILES NORTHWEST OF FOSTORIA.
 OP0783'
 OP0783'THE STATION IS THE RED LIGHT ATOP THE 450 FEET HIGH STRUCTUAL
 OP0783'STEEL MAST WHICH IS PAINTED ALTERNATELY RED AND WHITE.
 OP0783'
 OP0783'TO REACH THE MAST FROM THE POST OFFICE IN FOSTORIA, GO WEST ON
 OP0783'A PAVED ROAD FOR 1.8 MILES TO A CROSSROAD, TURN RIGHT AND GO
 OP0783'NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD, AND THE
 OP0783'MAST IN THE NORTHWEST ANGLE OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0787 ***********************************************************************
 OP0787  DESIGNATION -  FOSTORIA SPENCER FOODS MAST
 OP0787  PID         -  OP0787
 OP0787  STATE/COUNTY-  IA/CLAY
 OP0787  USGS QUAD   -  SPENCER (1982)
 OP0787
 OP0787                         *CURRENT SURVEY CONTROL
 OP0787  ___________________________________________________________________
 OP0787* NAD 83(1996)-  43 13 40.09683(N)    095 08 04.71064(W)     ADJUSTED  
 OP0787* NAVD 88     -       576.     (meters)    1890.     (feet)  VERTCON   
 OP0787  ___________________________________________________________________
 OP0787  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 OP0787  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 OP0787
 OP0787  HORZ ORDER  -  THIRD
 OP0787
 OP0787.The horizontal coordinates were established by classical geodetic methods
 OP0787.and adjusted by the National Geodetic Survey in May 1999..
 OP0787
 OP0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0787
 OP0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0787
 OP0787.The geoid height was determined by GEOID03.
 OP0787
 OP0787;                    North         East     Units Scale Factor Converg.
 OP0787;SPC IA N     - 1,193,208.407 1,367,212.383   MT  0.99999313   -1 06 28.3
 OP0787;UTM  15      - 4,788,324.836   326,650.474   MT  0.99996967   -1 27 44.6
 OP0787
 OP0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0787!SPC IA N     -   0.99991412  x   0.99999313  =   0.99990725
 OP0787!UTM  15      -   0.99991412  x   0.99996967  =   0.99988379
 OP0787
 OP0787                          SUPERSEDED SURVEY CONTROL
 OP0787
 OP0787  NAD 83(1996)-  43 13 40.09683(N)    095 08 04.71064(W) AD(       ) 4
 OP0787  NAD 83(1986)-  43 13 40.09340(N)    095 08 04.69939(W) AD(       ) 4
 OP0787  NAD 27      -  43 13 40.21936(N)    095 08 03.71840(W) AD(       ) 3
 OP0787  NGVD 29 (07/19/86)  576.     (m)         1890.     (f) VERT ANG       
 OP0787
 OP0787.Superseded values are not recommended for survey control.
 OP0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0787.See file dsdata.txt to determine how the superseded data were derived.
 OP0787
 OP0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2665088325(NAD 83)
 OP0787_MARKER: 42 = RADIO/TV MAST
 OP0787
 OP0787  HISTORY     - Date     Condition        Report By
 OP0787  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP0787
 OP0787                          STATION DESCRIPTION
 OP0787
 OP0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0787'THE FOSTORIA SPENCER FOODS INCORPORATED KBH 559 MAST IS LOCATED
 OP0787'ABOUT 5 MILES NORTH OF SPENCER, 2 MILES SOUTHEAST OF FOSTORIA AND
 OP0787'0.75 MILE EAST OF U.S. HIGHWAY 71.
 OP0787'
 OP0787'THE STATION IS THE RED LIGHT ATOP THE 440 FEET HIGH STRUCTUAL
 OP0787'STEEL MAST WHICH IS PAINTED ALTERNATELY RED AND WHITE.
 OP0787'
 OP0787'TO REACH THE MAST FROM THE POST OFFICE IN FOSTORIA, GO EAST ON
 OP0787'A PAVED ROAD FOR 0.2 MILE TO A CROSSROAD, TURN RIGHT AND GO
 OP0787'SOUTH ON U.S. HIGHWAY 71 FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN
 OP0787'LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.75 MILE TO THE MAST
 OP0787'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0963 ***********************************************************************
 OO0963  DESIGNATION -  FOX
 OO0963  PID         -  OO0963
 OO0963  STATE/COUNTY-  IA/MITCHELL
 OO0963  USGS QUAD   -  COLWELL (1971)
 OO0963
 OO0963                         *CURRENT SURVEY CONTROL
 OO0963  ___________________________________________________________________
 OO0963* NAD 83(1996)-  43 14 03.85797(N)    092 36 52.35850(W)     ADJUSTED  
 OO0963* NAVD 88     -       358.2    (meters)    1175.     (feet)  VERTCON   
 OO0963  ___________________________________________________________________
 OO0963  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 OO0963  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 OO0963
 OO0963  HORZ ORDER  -  SECOND
 OO0963
 OO0963.The horizontal coordinates were established by classical geodetic methods
 OO0963.and adjusted by the National Geodetic Survey in May 1999..
 OO0963
 OO0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0963
 OO0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0963
 OO0963.The geoid height was determined by GEOID03.
 OO0963
 OO0963;                    North         East     Units Scale Factor Converg.
 OO0963;SPC IA N     - 1,193,034.519 1,571,924.142   MT  0.99999426   +0 36 00.4
 OO0963;UTM  15      - 4,786,917.722   531,298.201   MT  0.99961205   +0 15 50.5
 OO0963
 OO0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0963!SPC IA N     -   0.99994863  x   0.99999426  =   0.99994289
 OO0963!UTM  15      -   0.99994863  x   0.99961205  =   0.99956070
 OO0963
 OO0963|---------------------------------------------------------------------|
 OO0963| PID    Reference Object                     Distance      Geod. Az  |
 OO0963|                                                           dddmmss.s |
 OO0963| OO0962 FOX RM 1                              9.622 METERS 07424     |
 OO0963| CI6344 FOX RM 2                             16.796 METERS 13617     |
 OO0963| CI6343 FOX AZ MK                                          2965341.8 |
 OO0963|---------------------------------------------------------------------|
 OO0963
 OO0963                          SUPERSEDED SURVEY CONTROL
 OO0963
 OO0963  NAD 83(1996)-  43 14 03.85798(N)    092 36 52.35850(W) AD(       ) 2
 OO0963  NAD 83(1986)-  43 14 03.85091(N)    092 36 52.35676(W) AD(       ) 2
 OO0963  NAD 27      -  43 14 03.96286(N)    092 36 51.70514(W) AD(       ) 2
 OO0963  NGVD 29 (07/19/86)  358.2    (m)         1175.     (f) VERT ANG       
 OO0963
 OO0963.Superseded values are not recommended for survey control.
 OO0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0963.See file dsdata.txt to determine how the superseded data were derived.
 OO0963
 OO0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3129886918(NAD 83)
 OO0963_MARKER: DS = TRIANGULATION STATION DISK
 OO0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0963_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0963
 OO0963  HISTORY     - Date     Condition        Report By
 OO0963  HISTORY     - 1971     MONUMENTED       NGS
 OO0963
 OO0963                          STATION DESCRIPTION
 OO0963
 OO0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0963'THE STATION IS ABOUT 9.5 MILES SOUTH-SOUTHWEST OF RICEVILLE,
 OO0963'9.5 MILES WEST OF ELMA, 4 MILES SOUTHEAST OF NEW HAVEN, 2.5 MILES
 OO0963'WEST OF THE MITCHELL-HOWARD COUNTY LINE, AND 1.5 MILES NORTH
 OO0963'OF THE MITCHELL-FLOYD COUNTY LINE.  IT IS IN THE NORTHEAST 1/4
 OO0963'OF SECTION 9, T. 97 N., R. 15 W. AND ON PROPERTY OF MR. JAMES
 OO0963'FOX OF ORCHARD IOWA.  HIS PHONE NUMBER IS (515) 982-4923.
 OO0963'
 OO0963'TO REACH THE STATION FROM THE ST. PETERS CATHOLIC CHURCH IN
 OO0963'NEW HAVEN, GO EAST ON A PAVED ROAD FOR 0.4 MILE TO A CROSSROAD.
 OO0963'TURN RIGHT AND GO SOUTH ON COUNTY ROAD T 64 FOR 3.0 MILES TO
 OO0963'A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT
 OO0963'AND GO EAST ON COUNTY ROAD B 17 FOR 1.0 MILE TO A CROSSROAD.
 OO0963'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.45 MILE TO
 OO0963'A FIELD ENTRANCE ON THE RIGHT AND THE STATION.
 OO0963'
 OO0963'STATION MARKS ARE STANDARD DISKS STAMPED FOX 1971.  THE SURFACE
 OO0963'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0963'FLUSH WITH THE GROUND SURFACE.  IT IS 72 FEET WEST OF THE CENTER
 OO0963'OF A GRAVELED ROAD, 47 FEET EAST OF THE EAST EDGE OF A GRANARY,
 OO0963'40 FEET WEST OF THE CENTER OF THE FIELD ENTRANCE, 9.8 FEET
 OO0963'NORTH OF AN EAST-WEST WIRE FENCE AND 9.8 FEET NORTH OF A METAL
 OO0963'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 OO0963'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 OO0963'
 OO0963'REFERENCE MARK 1, A STANDARD DISK STAMPED FOX NO 1 1971, IS
 OO0963'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 OO0963'WITH THE GROUND SURFACE.  IT IS 42 FEET WEST OF THE CENTER OF
 OO0963'THE GRAVELED ROAD, 30 FEET EAST OF THE METAL WITNESS POST,
 OO0963'11 FEET NORTHWEST OF THE CENTER OF THE FIELD ENTRANCE, 7.7 FEET
 OO0963'WEST OF THE NORTH GATE POST FOR A WIRE GATE AND 2.6 FEET NORTH
 OO0963'OF THE EAST-WEST WIRE FENCE.
 OO0963'
 OO0963'REFERENCE MARK 2, A STANDARD DISK STAMPED FOX NO 2 1971, IS SET
 OO0963'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 OO0963'THE GROUND SURFACE.  IT IS 40 FEET NORTH OF THE CENTER OF THE
 OO0963'FIELD ENTRANCE, 62.3 FEET SOUTHEAST OF THE METAL WITNESS POST,
 OO0963'34 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT WEST
 OO0963'OF THE NORTH-SOUTH WIRE FENCE.
 OO0963'
 OO0963'THE AZIMUTH MARK, A STANDARD DISK STAMPED FOX 1971, IS SET IN
 OO0963'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OO0963'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 61 FEET
 OO0963'SOUTH OF A POWER LINE POLE, 49 FEET WEST OF THE CENTER OF COUNTY
 OO0963'ROAD T 64, 9 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE,
 OO0963'2.5 FEET EAST OF A WIRE FENCE AND 1.5 FEET EAST OF A METAL
 OO0963'WITNESS POST.
 OO0963'
 OO0963'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0962 ***********************************************************************
 OO0962  DESIGNATION -  FOX RM 1
 OO0962  PID         -  OO0962
 OO0962  STATE/COUNTY-  IA/MITCHELL
 OO0962  USGS QUAD   -  COLWELL (1971)
 OO0962
 OO0962                         *CURRENT SURVEY CONTROL
 OO0962  ___________________________________________________________________
 OO0962* NAD 83(1996)-  43 14 03.94182(N)    092 36 51.94777(W)     ADJUSTED  
 OO0962* NAVD 88     -       357.9    (meters)    1174.     (feet)  VERTCON   
 OO0962  ___________________________________________________________________
 OO0962  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 OO0962  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 OO0962
 OO0962  HORZ ORDER  -  SECOND
 OO0962
 OO0962.The horizontal coordinates were established by classical geodetic methods
 OO0962.and adjusted by the National Geodetic Survey in May 1999..
 OO0962
 OO0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0962
 OO0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0962
 OO0962.The geoid height was determined by GEOID03.
 OO0962
 OO0962;                    North         East     Units Scale Factor Converg.
 OO0962;SPC IA N     - 1,193,037.204 1,571,933.382   MT  0.99999427   +0 36 00.7
 OO0962;UTM  15      - 4,786,920.351   531,307.454   MT  0.99961206   +0 15 50.8
 OO0962
 OO0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0962!SPC IA N     -   0.99994868  x   0.99999427  =   0.99994295
 OO0962!UTM  15      -   0.99994868  x   0.99961206  =   0.99956076
 OO0962
 OO0962:                Primary Azimuth Mark                     Grid Az
 OO0962:SPC IA N     -  DISHINGER                                018 32 02.5
 OO0962:UTM  15      -  DISHINGER                                018 52 12.4
 OO0962
 OO0962|---------------------------------------------------------------------|
 OO0962| PID    Reference Object                     Distance      Geod. Az  |
 OO0962|                                                           dddmmss.s |
 OO0962| OO0951 DISHINGER                           APPROX. 7.6 KM 0190803.2 |
 OO0962| OO0963 FOX                                   9.622 METERS 25424     |
 OO0962|---------------------------------------------------------------------|
 OO0962
 OO0962                          SUPERSEDED SURVEY CONTROL
 OO0962
 OO0962  NAD 83(1996)-  43 14 03.94183(N)    092 36 51.94778(W) AD(       ) 2
 OO0962  NAD 83(1986)-  43 14 03.93477(N)    092 36 51.94598(W) AD(       ) 2
 OO0962  NAD 27      -  43 14 04.04673(N)    092 36 51.29433(W) AD(       ) 2
 OO0962  NGVD 29 (07/19/86)  357.9    (m)         1174.     (f) VERT ANG       
 OO0962
 OO0962.Superseded values are not recommended for survey control.
 OO0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0962.See file dsdata.txt to determine how the superseded data were derived.
 OO0962
 OO0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3130786920(NAD 83)
 OO0962_MARKER: DR = REFERENCE MARK DISK
 OO0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0962+STABILITY: SURFACE MOTION
 OO0962
 OO0962  HISTORY     - Date     Condition        Report By
 OO0962  HISTORY     - 1971     MONUMENTED       NGS
 OO0962
 OO0962                          STATION DESCRIPTION
 OO0962
 OO0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0962'THE STATION IS ABOUT 9.5 MILES SOUTH-SOUTHWEST OF RICEVILLE,
 OO0962'9.5 MILES WEST ELMA, 4 MILES SOUTHEAST OF NEW HAVEN, 2.5 MILES
 OO0962'WEST OF THE MITCHELL-HOWARD COUNTY LINE AND 1.5 MILES NORTH
 OO0962'OF THE MITCHELL-FLOYD COUNTY LINE.  IT IS IN THE NORTHEAST 1/4
 OO0962'OF SECTION 9, T. 97 N., R. 15 W. AND ON PROPERTY OF MR. JAMES
 OO0962'FOX OF ORCHARD IOWA.  HIS PHONE NUMBER IS (515) 982-4923.
 OO0962'
 OO0962'TO REACH THE STATION FROM THE ST. PETERS CATHOLIC CHURCH
 OO0962'IN NEW HAVEN, GO EAST ON A PAVED ROAD FOR 0.4 MILE TO A CROSSROAD.
 OO0962'TURN RIGHT AND GO SOUTH ON COUNTY ROAD T 64 FOR 3.0 MILES TO
 OO0962'A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON COUNTY ROAD B 17 FOR
 OO0962'1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED
 OO0962'ROAD FOR 0.45 MILE TO A FIELD ENTRANCE ON THE RIGHT AND THE
 OO0962'STATION.
 OO0962'
 OO0962'THE STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED FOX
 OO0962'NO 1 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO0962'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 42 FEET WEST OF
 OO0962'THE CENTER OF A GRAVELED ROAD, 30 FEET EAST OF A METAL WITNESS
 OO0962'POST, 11 FEET NORTHWEST OF THE CENTER OF THE FIELD ENTRANCE,
 OO0962'7.7 FEET WEST OF THE NORTH GATE POST FOR A WIRE GATE AND 2.6
 OO0962'FEET NORTH OF AN EAST-WEST WIRE FENCE.
 OO0962'
 OO0962'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0873 ***********************************************************************
 ON0873  DESIGNATION -  FRANKVILLE
 ON0873  PID         -  ON0873
 ON0873  STATE/COUNTY-  IA/WINNESHIEK
 ON0873  USGS QUAD   -  FRANKVILLE (1971)
 ON0873
 ON0873                         *CURRENT SURVEY CONTROL
 ON0873  ___________________________________________________________________
 ON0873* NAD 83(1996)-  43 13 59.63336(N)    091 36 55.24842(W)     ADJUSTED  
 ON0873* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 ON0873  ___________________________________________________________________
 ON0873  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 ON0873  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 ON0873
 ON0873  HORZ ORDER  -  SECOND
 ON0873
 ON0873.The horizontal coordinates were established by classical geodetic methods
 ON0873.and adjusted by the National Geodetic Survey in May 1999..
 ON0873
 ON0873.The orthometric height was scaled from a topographic map.
 ON0873
 ON0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0873
 ON0873.The geoid height was determined by GEOID03.
 ON0873
 ON0873;                    North         East     Units Scale Factor Converg.
 ON0873;SPC IA N     - 1,194,233.884 1,653,080.326   MT  0.99999406   +1 16 38.3
 ON0873;UTM  15      - 4,787,645.965   612,433.681   MT  0.99975550   +0 56 54.8
 ON0873
 ON0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0873!SPC IA N     -   0.99994454  x   0.99999406  =   0.99993860
 ON0873!UTM  15      -   0.99994454  x   0.99975550  =   0.99970005
 ON0873
 ON0873:                Primary Azimuth Mark                     Grid Az
 ON0873:SPC IA N     -  WEST RIDGE CATH CH BELFRY                011 08 10.8
 ON0873:UTM  15      -  WEST RIDGE CATH CH BELFRY                011 27 54.3
 ON0873
 ON0873|---------------------------------------------------------------------|
 ON0873| PID    Reference Object                     Distance      Geod. Az  |
 ON0873|                                                           dddmmss.s |
 ON0873| ON0860 WEST RIDGE CATH CH BELFRY           APPROX. 9.1 KM 0122449.1 |
 ON0873| ON0852 ALLAMAKEE CO HOME WATER TANK        APPROX.15.9 KM 0551329.8 |
 ON0873| ON0849 WAUKON ST PATRICKS CATH CH TWR      APPROX.11.7 KM 0703538.5 |
 ON0873| ON0872 ZALMONA PRESB CH SPIRE              APPROX. 5.1 KM 0810546.1 |
 ON0873| CI6348 FRANKVILLE RM 1                      23.702 METERS 09018     |
 ON0873| CI6347 FRANKVILLE AZ MK                                   0903757.0 |
 ON0873| ON0887 OSSIAN CATH CHURCH SPIRE            APPROX.15.3 KM 2290042.3 |
 ON0873| ON0883 OSSIAN MUNICIPAL TANK               APPROX.15.5 KM 2311958.4 |
 ON0873| CI6349 FRANKVILLE RM 2                      22.403 METERS 27017     |
 ON0873| ON0880 WASHINGTON PRAIRIE LUTH CH          APPROX.10.0 KM 2730058.2 |
 ON0873| ON0865 GLENWOOD LUTHERAN CHURCH SPIRE      APPROX. 5.8 KM 3444658.2 |
 ON0873|---------------------------------------------------------------------|
 ON0873
 ON0873                          SUPERSEDED SURVEY CONTROL
 ON0873
 ON0873  NAD 83(1996)-  43 13 59.63334(N)    091 36 55.24839(W) AD(       ) 2
 ON0873  NAD 83(1986)-  43 13 59.62550(N)    091 36 55.24843(W) AD(       ) 2
 ON0873  NAD 27      -  43 13 59.71230(N)    091 36 54.72310(W) AD(       ) 2
 ON0873
 ON0873.Superseded values are not recommended for survey control.
 ON0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0873.See file dsdata.txt to determine how the superseded data were derived.
 ON0873
 ON0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH1243487646(NAD 83)
 ON0873_MARKER: DS = TRIANGULATION STATION DISK
 ON0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0873
 ON0873  HISTORY     - Date     Condition        Report By
 ON0873  HISTORY     - 1961     MONUMENTED       CGS
 ON0873
 ON0873                          STATION DESCRIPTION
 ON0873
 ON0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0873'THE STATION IS ABOUT 10 MILES SOUTHEAST OF DECORAH, ABOUT 8
 ON0873'MILES SOUTHWEST OF WAUKON, ON THE ROAD RIGHT-OF-WAY AND IS IN
 ON0873'THE SOUTHWEST 1/4 OF SECTION 12, T. 97 N., R. 7 W.  IT IS 30
 ON0873'FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 7 FEET NORTHEAST
 ON0873'OF A WITNESS POST AND 3 FEET NORTH OF A WIRE FENCE.  THE
 ON0873'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED FRANKVILLE
 ON0873'1961.
 ON0873'
 ON0873'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 9 AND U.S. HIGHWAY
 ON0873'52 IN THE WEST EDGE OF THE BUSINESS DISTRICT IN DECORAH, GO
 ON0873'EAST AND SOUTHEAST ON HIGHWAY 9 FOR 2.3 MILES TO A SIDE ROAD
 ON0873'LEFT.  CONTINUE SOUTHEAST ON HIGHWAY 9 FOR 1.4 MILES TO A
 ON0873'CROSSROAD.  CONTINUE SOUTHEAST ON HIGHWAY 9 FOR 3.25 MILES TO
 ON0873'A SIDE ROAD RIGHT.  CONTINUE SOUTHEAST AND EAST ON HIGHWAY 9
 ON0873'FOR 2.75 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A
 ON0873'GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD.  TURN LEFT AND GO
 ON0873'EAST ON A GRAVELED ROAD FOR 0.9 MILE TO THE STATION ON THE
 ON0873'RIGHT.
 ON0873'
 ON0873'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 ON0873'GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT (AT A POINT
 ON0873'WHERE THE GRAVELED ROAD CURVES TO THE NORTH).
 ON0873'
 ON0873'REFERENCE MARK 1 IS 84 FEET EAST OF THE WITNESS POST, 39 FEET
 ON0873'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 3 FEET NORTH
 ON0873'OF THE WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 ON0873'IS STAMPED FRANKVILLE NO 1 1961.
 ON0873'
 ON0873'REFERENCE MARK 2 IS 67 FEET WEST OF THE WITNESS POST, 31 FEET
 ON0873'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 2 FEET NORTH
 ON0873'OF THE WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 ON0873'IS STAMPED FRANKVILLE NO 2 1961.
 ON0873'
 ON0873'THE AZIMUTH MARK IS 40 FEET SOUTHEAST OF THE CENTERLINE OF A
 ON0873'GRAVELED ROAD, 5 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH
 ON0873'OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 ON0873'IS STAMPED FRANKVILLE 1961.
 ON0873'
 ON0873'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1011 ***********************************************************************
 OO1011  DESIGNATION -  FRED
 OO1011  PID         -  OO1011
 OO1011  STATE/COUNTY-  IA/MITCHELL
 OO1011  USGS QUAD   -  OSAGE SW (1972)
 OO1011
 OO1011                         *CURRENT SURVEY CONTROL
 OO1011  ___________________________________________________________________
 OO1011* NAD 83(1996)-  43 15 18.62158(N)    092 53 51.55547(W)     ADJUSTED  
 OO1011* NAVD 88     -       354.8    (meters)    1164.     (feet)  VERTCON   
 OO1011  ___________________________________________________________________
 OO1011  LAPLACE CORR-         -10.49  (seconds)                    DEFLEC99
 OO1011  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 OO1011
 OO1011  HORZ ORDER  -  SECOND
 OO1011
 OO1011.The horizontal coordinates were established by classical geodetic methods
 OO1011.and adjusted by the National Geodetic Survey in May 1999..
 OO1011
 OO1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1011
 OO1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1011
 OO1011.The geoid height was determined by GEOID03.
 OO1011
 OO1011;                    North         East     Units Scale Factor Converg.
 OO1011;SPC IA N     - 1,195,139.328 1,548,911.599   MT  0.99999792   +0 24 29.7
 OO1011;UTM  15      - 4,789,157.004   508,307.426   MT  0.99960085   +0 04 12.5
 OO1011
 OO1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1011!SPC IA N     -   0.99994905  x   0.99999792  =   0.99994697
 OO1011!UTM  15      -   0.99994905  x   0.99960085  =   0.99954992
 OO1011
 OO1011:                Primary Azimuth Mark                     Grid Az
 OO1011:SPC IA N     -  ST ANSGAR TV STA KGLO MAST               021 28 22.2
 OO1011:UTM  15      -  ST ANSGAR TV STA KGLO MAST               021 48 39.4
 OO1011
 OO1011|---------------------------------------------------------------------|
 OO1011| PID    Reference Object                     Distance      Geod. Az  |
 OO1011|                                                           dddmmss.s |
 OO1011| OO1009 ST ANSGAR TV STA KGLO MAST          APPROX.14.0 KM 0215251.9 |
 OO1011| OO1004 OSAGE S MUN TANK                    APPROX. 7.2 KM 0682204.4 |
 OO1011| CI6351 FRED RM 1                            20.737 METERS 15203     |
 OO1011| OO1010 FRED ET                              15.807 METERS 19118     |
 OO1011| CI6352 FRED RM 2                             3.520 METERS 20603     |
 OO1011| CI6350 FRED AZ MK                                         2211444.7 |
 OO1011|---------------------------------------------------------------------|
 OO1011
 OO1011                          SUPERSEDED SURVEY CONTROL
 OO1011
 OO1011  NAD 83(1996)-  43 15 18.62159(N)    092 53 51.55546(W) AD(       ) 2
 OO1011  NAD 83(1986)-  43 15 18.61376(N)    092 53 51.55208(W) AD(       ) 2
 OO1011  NAD 27      -  43 15 18.73309(N)    092 53 50.86991(W) AD(       ) 2
 OO1011  NGVD 29 (07/19/86)  354.8    (m)         1164.     (f) VERT ANG       
 OO1011
 OO1011.Superseded values are not recommended for survey control.
 OO1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1011.See file dsdata.txt to determine how the superseded data were derived.
 OO1011
 OO1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH0830789157(NAD 83)
 OO1011_MARKER: DS = TRIANGULATION STATION DISK
 OO1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1011_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1011
 OO1011  HISTORY     - Date     Condition        Report By
 OO1011  HISTORY     - 1971     MONUMENTED       NGS
 OO1011
 OO1011                          STATION DESCRIPTION
 OO1011
 OO1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1011'THE STATION IS ABOUT 9 MILES NORTH OF RUDD, 9 MILES SOUTH OF
 OO1011'ST. ANSGAR AND 4-1/2 MILES WEST-SOUTHWEST OF OSAGE.  IT IS
 OO1011'IN THE NORTHWEST 1/4 OF SECTION 31, R. 17 W., T. 98 N. AND ON
 OO1011'ROAD RIGHT-OF-WAY.
 OO1011'
 OO1011'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 218 AND
 OO1011'STATE HIGHWAY 9 IN OSAGE, GO WEST ON STATE HIGHWAY 9 FOR 4.8 MILES
 OO1011'TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON COUNTY ROAD T 26 FOR
 OO1011'2.0 MILES TO A CROSSROAD.  (TO REACH THE AZIMUTH MARK FROM
 OO1011'THIS POINT, CONTINUE SOUTH ON COUNTY ROAD T 26 FOR 0.4 MILE
 OO1011'TO A FIELD ENTRANCE ON THE LEFT AND THE MARK).  TURN LEFT AND
 OO1011'GO EAST ON A GRAVELED ROAD FOR 0.35 MILE TO THE STATION ON THE
 OO1011'LEFT.
 OO1011'
 OO1011'STATION MARKS ARE STANDARD DISKS STAMPED FRED 1971.  THE
 OO1011'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1011'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 55.5 FEET
 OO1011'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE OF MR. KEITH
 OO1011'HALL, 31 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 12.1 FEET
 OO1011'WEST OF A METAL WITNESS POST AND 4 FEET SOUTH OF A WIRE FENCE.
 OO1011'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 OO1011'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 OO1011'
 OO1011'ET FRED IS A U.S. GEOLOGICAL SURVEY DISK STAMPED ET FRED 1969,
 OO1011'CRIMPED TO THE TOP OF A LENGTH OF COPPER COATED ROD AND ENCASED
 OO1011'BY A 6-INCH TILE.  THE MARK IS 2 FOOT BELOW THE GROUND SURFACE AND
 OO1011'NEAR THE APPROXIMATE CENTER OF A FIELD ENTRANCE.  IT IS 20 FEET
 OO1011'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 19 FEET NORTHEAST
 OO1011'OF A POWER LINE POLE AND 10 FEET NORTH OF AN EAST-WEST WIRE
 OO1011'FENCE.
 OO1011'
 OO1011'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY DISK STAMPED FRED
 OO1011'NO 1 1969, IS CRIMPED TO THE TOP OF A LENGTH OF COPPER COATED ROD
 OO1011'AND ENCASED BY A 6 INCH TILE WHICH IS FLUSH WITH THE GROUND
 OO1011'SURFACE.  IT IS 59 FEET EAST OF POWER LINE POLE NUMBER 11, 42
 OO1011'FEET EAST OF THE CENTER OF THE FIELD ENTRANCE, 31 FEET SOUTH OF
 OO1011'THE CENTER OF THE GRAVELED ROAD AND 2 FEET NORTH OF THE
 OO1011'EAST-WEST WIRE FENCE.
 OO1011'
 OO1011'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY DISK STAMPED FRED
 OO1011'NO 2 1969, IS CRIMPED TO THE TOP OF A LENGTH OF COPPER COATED
 OO1011'ROD AND ENCASED BY A 6-INCH TILE WHICH IS FLUSH WITH THE GROUND
 OO1011'SURFACE.  IT IS 32 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 OO1011'1.8 FEET SOUTH OF THE WIRE FENCE AND 1.5 FEET SOUTH OF THE METAL
 OO1011'WITNESS POST.
 OO1011'
 OO1011'THE AZIMUTH MARK, A STANDARD DISK STAMPED FRED 1969, IS SET
 OO1011'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OO1011'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 51 FEET EAST
 OO1011'OF THE CENTER OF COUNTY ROAD T 26, 36 FEET SOUTH OF A POWER
 OO1011'LINE POLE, 12 FEET NORTH OF THE CENTER OF THE FIELD ENTRANCE
 OO1011'AND 1 FOOT SOUTHEAST OF A FENCE CORNER.
 OO1011'
 OO1011'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1010 ***********************************************************************
 OO1010  DESIGNATION -  FRED ET
 OO1010  PID         -  OO1010
 OO1010  STATE/COUNTY-  IA/MITCHELL
 OO1010  USGS QUAD   -  OSAGE SW (1972)
 OO1010
 OO1010                         *CURRENT SURVEY CONTROL
 OO1010  ___________________________________________________________________
 OO1010* NAD 83(1996)-  43 15 18.11929(N)    092 53 51.69272(W)     ADJUSTED  
 OO1010* NAVD 88     -       354.2    (meters)    1162.     (feet)  VERTCON   
 OO1010  ___________________________________________________________________
 OO1010  LAPLACE CORR-         -10.49  (seconds)                    DEFLEC99
 OO1010  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 OO1010
 OO1010  HORZ ORDER  -  SECOND
 OO1010
 OO1010.The horizontal coordinates were established by classical geodetic methods
 OO1010.and adjusted by the National Geodetic Survey in May 1999..
 OO1010
 OO1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1010
 OO1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1010
 OO1010.The geoid height was determined by GEOID03.
 OO1010
 OO1010;                    North         East     Units Scale Factor Converg.
 OO1010;SPC IA N     - 1,195,123.805 1,548,908.613   MT  0.99999790   +0 24 29.6
 OO1010;UTM  15      - 4,789,141.506   508,304.351   MT  0.99960085   +0 04 12.4
 OO1010
 OO1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1010!SPC IA N     -   0.99994915  x   0.99999790  =   0.99994705
 OO1010!UTM  15      -   0.99994915  x   0.99960085  =   0.99955002
 OO1010
 OO1010|---------------------------------------------------------------------|
 OO1010| PID    Reference Object                     Distance      Geod. Az  |
 OO1010|                                                           dddmmss.s |
 OO1010| OO1011 FRED                                 15.807 METERS 01118     |
 OO1010| CI6354 FRED RM 2                            17.385 METERS 02210     |
 OO1010| OO1008 OSAGE                               APPROX. 7.4 KM 0652339.4 |
 OO1010| OO1004 OSAGE S MUN TANK                    APPROX. 7.2 KM 0681543.2 |
 OO1010| CI6353 FRED RM 1                            13.106 METERS 10223     |
 OO1010|---------------------------------------------------------------------|
 OO1010
 OO1010                          SUPERSEDED SURVEY CONTROL
 OO1010
 OO1010  NAD 83(1996)-  43 15 18.11930(N)    092 53 51.69271(W) AD(       ) 2
 OO1010  NAD 83(1986)-  43 15 18.11139(N)    092 53 51.68935(W) AD(       ) 2
 OO1010  NAD 27      -  43 15 18.23067(N)    092 53 51.00719(W) AD(       ) 2
 OO1010  NGVD 29 (07/19/86)  354.2    (m)         1162.     (f) VERT ANG       
 OO1010
 OO1010.Superseded values are not recommended for survey control.
 OO1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1010.See file dsdata.txt to determine how the superseded data were derived.
 OO1010
 OO1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH0830489142(NAD 83)
 OO1010_MARKER: DD = SURVEY DISK
 OO1010_SETTING: 0 = UNSPECIFIED SETTING
 OO1010
 OO1010  HISTORY     - Date     Condition        Report By
 OO1010  HISTORY     - 1969     MONUMENTED       USGS
 OO1010
 OO1010                          STATION DESCRIPTION
 OO1010
 OO1010'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JLC)
 OO1010'THE STATION IS ABOUT 9 MILES NORTH OF RUDD, 9 MILES SOUTH
 OO1010'ST. ANSGAR AND 4-1/2 MILES WEST-SOUTHWEST OF OSAGE.  IT IS
 OO1010'IN THE NORTHWEST 1/4 OF SECTION 31, R. 17 W., T. 98 N. AND ON
 OO1010'ROAD RIGHT-OF-WAY.
 OO1010'
 OO1010'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 218 AND
 OO1010'STATE HIGHWAY 9 IN OSAGE, GO WEST ON STATE HIGHWAY 9 FOR 4.8
 OO1010'MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON COUNTY ROAD
 OO1010'T 26 FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 OO1010'A GRAVELED ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 OO1010'
 OO1010'ET FRED IS A U.S. GEOLOGICAL SURVEY DISK STAMPED ET FRED 1969,
 OO1010'CRIMPED TO THE TOP OF A LENGTH OF COPPER COATED ROD AND ENCASED
 OO1010'BY A 6-INCH TILE.  THE MARK IS 2 FOOT BELOW THE GROUND SURFACE
 OO1010'AND NEAR THE APPROXIMATE CENTER OF A FIELD ENTRANCE.  IT IS
 OO1010'20 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 19 FEET
 OO1010'NORTHEAST OF A POWER LINE POLE AND 10 FEET NORTH OF AN EAST-WEST
 OO1010'WIRE FENCE.
 OO1010'
 OO1010'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0478 ***********************************************************************
 NK0478  DESIGNATION -  FREDERICKSBURG MUNICIPAL TANK
 NK0478  PID         -  NK0478
 NK0478  STATE/COUNTY-  IA/CHICKASAW
 NK0478  USGS QUAD   -  FREDERICKSBURG (1971)
 NK0478
 NK0478                         *CURRENT SURVEY CONTROL
 NK0478  ___________________________________________________________________
 NK0478* NAD 83(1996)-  42 57 51.11356(N)    092 12 02.28019(W)     ADJUSTED  
 NK0478* NAVD 88     -                                                        
 NK0478  ___________________________________________________________________
 NK0478  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 NK0478  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 NK0478
 NK0478  HORZ ORDER  -  THIRD
 NK0478
 NK0478.The horizontal coordinates were established by classical geodetic methods
 NK0478.and adjusted by the National Geodetic Survey in May 1999..
 NK0478
 NK0478
 NK0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0478
 NK0478.The geoid height was determined by GEOID03.
 NK0478
 NK0478;                    North         East     Units Scale Factor Converg.
 NK0478;SPC IA N     - 1,163,454.742 1,606,004.557   MT  0.99995873   +0 52 50.3
 NK0478;UTM  15      - 4,757,149.038   565,193.025   MT  0.99965228   +0 32 41.4
 NK0478
 NK0478                          SUPERSEDED SURVEY CONTROL
 NK0478
 NK0478  NAD 83(1996)-  42 57 51.11335(N)    092 12 02.28014(W) AD(       ) 4
 NK0478  NAD 83(1986)-  42 57 51.10559(N)    092 12 02.28009(W) AD(       ) 4
 NK0478  NAD 27      -  42 57 51.18400(N)    092 12 01.64600(W) AD(       ) 3
 NK0478
 NK0478.Superseded values are not recommended for survey control.
 NK0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0478.See file dsdata.txt to determine how the superseded data were derived.
 NK0478
 NK0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH6519357149(NAD 83)
 NK0478_MARKER: 53 = ELEVATED TANK
 NK0478
 NK0478  HISTORY     - Date     Condition        Report By
 NK0478  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0478
 NK0478                          STATION DESCRIPTION
 NK0478
 NK0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0478'STATION IS LOCATED IN THE NORTHWESTERN PART OF THE TOWN OF
 NK0478'FREDERICKSBURG, 0.1 MILE S OF IOWA HIGHWAY 18.  APPROXIMATELY
 NK0478'40 FEET E OF THE CENTER LINE OF WOODARD STREET.  APPROXIMATELY
 NK0478'70 FEET N OF CENTER LINE OF RAILROAD STREET.  APPROXIMATELY
 NK0478'25 FEET W OF CONCRETE FILTER BASINS AND ABOUT 20 FEET S OF TILE
 NK0478'BUILDING USED AS CITY HALL, FREDERICKSBURG MUNICIPAL WATER
 NK0478'COMPANY OFFICES, AND PUMP HOUSE.  TANK IS ABOUT 90 FEET TO
 NK0478'RAILING AND 105 FEET TO TOP.  HAS ELECTRIC LIGHT ON TOP.  THE
 NK0478'TANK IS THE FOUR LEG VARIETY AND IS PAINTED SILVER.  THERE IS
 NK0478'NO LETTERING ON TANK.  TANK IS THE MOST PROMINENT OBJECT IN
 NK0478'THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0585 ***********************************************************************
 NK0585  DESIGNATION -  FREDSVILLE
 NK0585  PID         -  NK0585
 NK0585  STATE/COUNTY-  IA/GRUNDY
 NK0585  USGS QUAD   -  ZANETA (1971)
 NK0585
 NK0585                         *CURRENT SURVEY CONTROL
 NK0585  ___________________________________________________________________
 NK0585* NAD 83(1996)-  42 29 52.75746(N)    092 36 47.39911(W)     ADJUSTED  
 NK0585* NAVD 88     -       312.8    (meters)    1026.     (feet)  VERTCON   
 NK0585  ___________________________________________________________________
 NK0585  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 NK0585  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 NK0585
 NK0585  HORZ ORDER  -  SECOND
 NK0585
 NK0585.The horizontal coordinates were established by classical geodetic methods
 NK0585.and adjusted by the National Geodetic Survey in May 1999..
 NK0585
 NK0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0585
 NK0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0585
 NK0585.The geoid height was determined by GEOID03.
 NK0585
 NK0585;                    North         East     Units Scale Factor Converg.
 NK0585;SPC IA N     - 1,111,234.970 1,572,894.179   MT  0.99994973   +0 36 03.8
 NK0585;UTM  15      - 4,705,142.180   531,785.660   MT  0.99961243   +0 15 40.8
 NK0585
 NK0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0585!SPC IA N     -   0.99995592  x   0.99994973  =   0.99990565
 NK0585!UTM  15      -   0.99995592  x   0.99961243  =   0.99956837
 NK0585
 NK0585|---------------------------------------------------------------------|
 NK0585| PID    Reference Object                     Distance      Geod. Az  |
 NK0585|                                                           dddmmss.s |
 NK0585| CI6356 FREDSVILLE RM 2                      13.908 METERS 00140     |
 NK0585| CI6355 FREDSVILLE RM 1                      14.082 METERS 17655     |
 NK0585| NK0592 DIKE FARMERS ELEV FLAGPOLE          APPROX. 4.1 KM 1990449.2 |
 NK0585|---------------------------------------------------------------------|
 NK0585
 NK0585                          SUPERSEDED SURVEY CONTROL
 NK0585
 NK0585  NAD 83(1996)-  42 29 52.75784(N)    092 36 47.39767(W) AD(       ) 2
 NK0585  NAD 83(1986)-  42 29 52.75523(N)    092 36 47.39308(W) AD(       ) 2
 NK0585  NAD 27      -  42 29 52.81601(N)    092 36 46.69647(W) AD(       ) 2
 NK0585  NGVD 29 (07/19/86)  312.8    (m)         1026.     (f) VERT ANG       
 NK0585
 NK0585.Superseded values are not recommended for survey control.
 NK0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0585.See file dsdata.txt to determine how the superseded data were derived.
 NK0585
 NK0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3178605142(NAD 83)
 NK0585_MARKER: DD = SURVEY DISK
 NK0585_SETTING: 0 = UNSPECIFIED SETTING
 NK0585
 NK0585  HISTORY     - Date     Condition        Report By
 NK0585  HISTORY     - 1970     MONUMENTED       USGS
 NK0585
 NK0585                          STATION DESCRIPTION
 NK0585
 NK0585'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 NK0585'THE STATION IS ABOUT 8.5 MI WSW. OF CEDAR FALLS, IOWA, ABOUT 310
 NK0585'FT S. OF THE COR. OF SECS. 21, 22, 27 AND 28, T. 89 N., R. 15
 NK0585'W.
 NK0585'
 NK0585'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 20 AND
 NK0585'ST. HWY. 57 S. AT THE NW. EDGE OF CEDAR FALLS, GO S. ON
 NK0585'ST. HWY. 57 FOR 1.7 MI TO A CROSSROAD, TURN RIGHT AND GO W. ON
 NK0585'PAVED CO. RD. FOR 7.5 MI TO A CROSSROAD, TURN LEFT AND GO
 NK0585'S. FOR 1.0 MI TO A T-RD. E., CONTINUE S. FOR ABOUT 310 FT TO A
 NK0585'FIELD ENTRANCE E. AND STATION ON LEFT (E.)
 NK0585'
 NK0585'STATION MARK, STAMPED ET FREDSVILLE 1970 IS 28 FT N. AND 29 FT
 NK0585'E. OF CENTER OF RD. AT DRIVE W., 15 FT N. AND 4 FT W. OF
 NK0585'CENTER OF GATE, 2 FT N. AND 3 FT W. OF TELEPHONE POLE, 4 FT
 NK0585'W. OF E. RIGHT-OF-WAY FENCE, 4 FT W. OF USGS WITNESS POST.
 NK0585'
 NK0585'REFERENCE MARK NO. 1, STAMPED FREDSVILLE NO 1 1970 IS S. OF
 NK0585'THE STATION, 17 FT S. AND 31 FT E. OF CENTER OF RD. AT DRIVE W.
 NK0585'
 NK0585'REFERENCE MARK NO. 2, STAMPED FREDSVILLE NO 2 1970 IS N. OF
 NK0585'THE STATION, 74 FT N. AND 31 FT E. OF CENTER OF RD. AT DRIVE W.
 NK0585'
 NK0585'ALL MARKS STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0585'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 NK0585'GRAVEL TO WITHIN 1 IN. OF CAP.
 NK0585'
 NK0585'NO AZIMUTH MARK WAS SET.
 NK0585'
 NK0585'REFERENCE AZIMUTH USED - FARMERS COOPERATIVE CO. CONCRETE
 NK0585'ELEV. FLAGPOLE.  POINT OBSERVED IS THE FLAGPOLE ON THE
 NK0585'NE. COR. OF THE HEADHOUSE OF THE FARMERS COOPERATIVE
 NK0585'CO. CONCRETE ELEVATOR IN DIKE, LOCATED IN THE SOUTHERN PART OF
 NK0585'DIKE, T. 88 N., R.15 W., ABOUT 0.4 MI N. AND 0.10 MI E. OF THE
 NK0585'COR. OF SECS. 5, 6, 7 AND 8.
 NK0585'
 NK0585'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0822 ***********************************************************************
 OO0822  DESIGNATION -  FREMONT
 OO0822  PID         -  OO0822
 OO0822  STATE/COUNTY-  IA/WINNESHIEK
 OO0822  USGS QUAD   -  HARMONY (1965)
 OO0822
 OO0822                         *CURRENT SURVEY CONTROL
 OO0822  ___________________________________________________________________
 OO0822* NAD 83(1996)-  43 30 02.41375(N)    092 03 55.00310(W)     ADJUSTED  
 OO0822* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 OO0822  ___________________________________________________________________
 OO0822  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 OO0822  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 OO0822
 OO0822  HORZ ORDER  -  SECOND
 OO0822
 OO0822.The horizontal coordinates were established by classical geodetic methods
 OO0822.and adjusted by the National Geodetic Survey in May 1999..
 OO0822
 OO0822.The orthometric height was scaled from a topographic map.
 OO0822
 OO0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0822
 OO0822.The geoid height was determined by GEOID03.
 OO0822
 OO0822;                    North         East     Units Scale Factor Converg.
 OO0822;SPC IA N     - 1,223,225.182 1,616,034.580   MT  1.00005116   +0 58 20.5
 OO0822;SPC MN S     -   157,484.029   956,468.952   MT  1.00007321   +1 21 22.0
 OO0822;UTM  15      - 4,816,840.165   575,566.265   MT  0.99967024   +0 38 36.4
 OO0822
 OO0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0822!SPC IA N     -   0.99994233  x   1.00005116  =   0.99999349
 OO0822!SPC MN S     -   0.99994233  x   1.00007321  =   1.00001553
 OO0822!UTM  15      -   0.99994233  x   0.99967024  =   0.99961259
 OO0822
 OO0822|---------------------------------------------------------------------|
 OO0822| PID    Reference Object                     Distance      Geod. Az  |
 OO0822|                                                           dddmmss.s |
 OO0822| CI6359 FREMONT RM 1                         16.246 METERS 03422     |
 OO0822| ON0905 ORLEANS LUTHERAN CHURCH SPIRE       APPROX.16.1 KM 1572506.1 |
 OO0822| CI6358 FREMONT AZ MK                                      1601138.9 |
 OO0822| OO0904 CRESCO ST JOSEPH CATH CH SPIRE      APPROX.14.7 KM 1951752.8 |
 OO0822| OO0905 CRESCO INTERSTATE POWER CO STK      APPROX.14.9 KM 1964556.5 |
 OO0822| OO0902 CRESCO MUNICIPAL TANK               APPROX.15.0 KM 1971040.6 |
 OO0822| CI6360 FREMONT RM 2                         24.436 METERS 30352     |
 OO0822|---------------------------------------------------------------------|
 OO0822
 OO0822                          SUPERSEDED SURVEY CONTROL
 OO0822
 OO0822  NAD 83(1996)-  43 30 02.41375(N)    092 03 55.00309(W) AD(       ) 2
 OO0822  NAD 83(1986)-  43 30 02.40595(N)    092 03 55.00092(W) AD(       ) 2
 OO0822  NAD 27      -  43 30 02.53700(N)    092 03 54.41800(W) AD(       ) 2
 OO0822
 OO0822.Superseded values are not recommended for survey control.
 OO0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0822.See file dsdata.txt to determine how the superseded data were derived.
 OO0822
 OO0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7556616840(NAD 83)
 OO0822_MARKER: DS = TRIANGULATION STATION DISK
 OO0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0822
 OO0822  HISTORY     - Date     Condition        Report By
 OO0822  HISTORY     - 1934     MONUMENTED       CGS
 OO0822  HISTORY     - 1960     SEE DESCRIPTION  CGS
 OO0822  HISTORY     - 1963     SEE DESCRIPTION  USGS
 OO0822
 OO0822                          STATION DESCRIPTION
 OO0822
 OO0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0822'STATION IS ABOUT 3-1/2 MILES E OF GRANGER, ABOUT 8-1/2 MILES
 OO0822'NNE OF CRESCO, IN THE NW 1/4 OF SEC. 8, T 100 N, R 10 W, ON
 OO0822'THE RIGHT-OF-WAY OF THE IOWA-MINNESOTA STATE LINE ROAD.  IT IS
 OO0822'AT THE SUMMIT OF THE ROAD GRADE, IN A SMALL GROVE OF PLUM
 OO0822'TREES AND OAK TREES, 20 FEET S OF THE CENTER LINE OF THE ROAD,
 OO0822'5 FEET N OF THE RIGHT-OF-WAY FENCE, AND 22 FEET WSW OF THE
 OO0822'WESTERLY OF TWO 8-INCH OAK TREES.  THE LAND ON THE S SIDE OF
 OO0822'THE ROAD IS OWNED BY MR. WALTER RYAN WHO LIVES 0.2 MILE E OF
 OO0822'THE STATION.  THE MARK IS FLUSH WITH THE SURFACE.  THE LINE
 OO0822'TO STATION GRANGER PASSES THRU THE N EDGE OF THE LARGE TREE
 OO0822'ABOUT 1/2 MILE W OF THE STATION.
 OO0822'
 OO0822'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OO0822'BRONZE DISKS SET IN CONCRETE.
 OO0822'
 OO0822'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1 FOOT S OF THE
 OO0822'RIGHT-OF-WAY FENCE, 24 FEET N OF THE CENTER LINE OF THE ROAD,
 OO0822'AND 37 FEET A LITTLE W OF N OF THE EASTERLY OF TWO 8-INCH OAK
 OO0822'TREES.  THE MARK PROJECTS 4 INCHES.
 OO0822'
 OO0822'REFERENCE MARK NO. 2 IS NW OF THE STATION, 1 FOOT S OF THE
 OO0822'RIGHT-OF-WAY FENCE AND 24 FEET N OF THE CENTER LINE OF THE
 OO0822'ROAD.  THE MARK PROJECTS 3 INCHES.
 OO0822'
 OO0822'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 96.67 FEET.
 OO0822'
 OO0822'THE AZIMUTH MARK IS 0.25 MILE E AND 0.7 MILE S (BY ROAD) FROM
 OO0822'THE STATION, 0.25 MILE N OF CROSSROADS, AT A SUMMIT OF THE
 OO0822'ROAD GRADE, (THERE IS A HIGHER SUMMIT ON THE ROAD ABOUT 0.1
 OO0822'MILE S), 20 FEET W OF THE CENTER LINE OF THE ROAD, 1 FOOT E
 OO0822'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 50 FEET S OF A GROUP OF
 OO0822'SMALL POPLAR TREES.  THE MARK PROJECTS 10 INCHES.
 OO0822'
 OO0822'AN EIGHT-FOOT SIGNAL AT THE AZIMUTH MARK WILL BE NECESSARY TO
 OO0822'BE VISIBLE FROM A 4-FOOT INSTRUMENT STAND AT THE STATION.
 OO0822'
 OO0822'TO REACH FROM GRANGER--FROM THE POINT WHERE HOWARD COUNTY,
 OO0822'IOWA HIGHWAY DH TURNS W ON THE STATE LINE AND BECOMES FILLMORE
 OO0822'COUNTY, MINNESOTA HIGHWAY DH GO E ON THE STATE LINE ROAD FOR
 OO0822'0.7 MILE, THENCE NE ON ROAD PARALLEL TO THE UPPER IOWA RIVER
 OO0822'FOR 1.0 MILE TO ROAD FORK, TAKE RIGHT FORK, GO UP THE HILL
 OO0822'AND CONTINUE FOR 0.4 MILE TO ROAD FORK, TAKE RIGHT FORK AND
 OO0822'FOLLOW MAIN ROAD IN AN EASTERLY DIRECTION FOR 2.05 MILES TO
 OO0822'CROSSROADS AT SCHOOLHOUSE.  TURN RIGHT, (S) AND GO 1 MILE TO
 OO0822'THE STATE LINE ROAD, THENCE W ALONG THE STATE LINE 0.3 MILE
 OO0822'TO THE STATION.
 OO0822'
 OO0822'*NOTE--THIS IS NOT SAME STATION FREMONT DESCRIBED PREVIOUSLY
 OO0822'IN THIS ARC.
 OO0822'
 OO0822'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 OO0822
 OO0822                          STATION RECOVERY (1960)
 OO0822
 OO0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JAW)
 OO0822'THIS STATION WAS DESTROYED DUE TO ROAD CONSTRUCTION.
 OO0822
 OO0822                          STATION RECOVERY (1963)
 OO0822
 OO0822'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OO0822'STATION WAS SETTING ON TOP OF THE GROUND.  THE STATION WAS
 OO0822'LOOSE, SINCE ALL OF THE DIRT WHICH WAS AROUND THE MARK HAD BEEN
 OO0822'REMOVED DUE TO ROAD CONSTRUCTION.  THE SUB-SURFACE MARK WAS
 OO0822'NOT FOUND.
 OO0822'
 OO0822'R.M. 1 WAS NOT LOCATED.  R.M. 2 WAS FOUND AND IT HAS BEEN
 OO0822'MOVED, LAYING ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0817 ***********************************************************************
 MG0817  DESIGNATION -  FREMONT
 MG0817  PID         -  MG0817
 MG0817  STATE/COUNTY-  IA/JOHNSON
 MG0817  USGS QUAD   -  LONE TREE (1969)
 MG0817
 MG0817                         *CURRENT SURVEY CONTROL
 MG0817  ___________________________________________________________________
 MG0817* NAD 83(1996)-  41 25 50.51652(N)    091 26 12.56911(W)     ADJUSTED  
 MG0817* NAVD 88     -       205.33   (+/-2cm)     673.7    (feet)  VERTCON   
 MG0817  ___________________________________________________________________
 MG0817  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 MG0817  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0817
 MG0817  HORZ ORDER  -  SECOND
 MG0817  VERT ORDER  -  THIRD ? (See Below)
 MG0817
 MG0817.The horizontal coordinates were established by classical geodetic methods
 MG0817.and adjusted by the National Geodetic Survey in May 1999..
 MG0817
 MG0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0817.The vertical order pertains to the NGVD 29 superseded value.
 MG0817
 MG0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0817
 MG0817.The geoid height was determined by GEOID03.
 MG0817
 MG0817;                    North         East     Units Scale Factor Converg.
 MG0817;SPC IA S     -   160,923.433   672,427.062   MT  0.99995639   +1 21 32.5
 MG0817;UTM  15      - 4,587,749.639   630,607.974   MT  0.99980993   +1 02 04.3
 MG0817
 MG0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0817!SPC IA S     -   0.99997294  x   0.99995639  =   0.99992933
 MG0817!UTM  15      -   0.99997294  x   0.99980993  =   0.99978287
 MG0817
 MG0817|---------------------------------------------------------------------|
 MG0817| PID    Reference Object                     Distance      Geod. Az  |
 MG0817|                                                           dddmmss.s |
 MG0817| CL8544 FREMONT RM 1                         16.581 METERS 09023     |
 MG0817| MG0809 CONE                                APPROX. 8.1 KM 0935800.2 |
 MG0817| CL8545 FREMONT RM 2                         17.224 METERS 27018     |
 MG0817|---------------------------------------------------------------------|
 MG0817
 MG0817                          SUPERSEDED SURVEY CONTROL
 MG0817
 MG0817  NAD 83(1986)-  41 25 50.51488(N)    091 26 12.57652(W) AD(       ) 2
 MG0817  NAD 27      -  41 25 50.43455(N)    091 26 11.99810(W) AD(       ) 2
 MG0817  NGVD 29 (07/19/86)  205.38   (m)          673.8    (f) LEVELING    3  
 MG0817
 MG0817.Superseded values are not recommended for survey control.
 MG0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0817.See file dsdata.txt to determine how the superseded data were derived.
 MG0817
 MG0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF3060887750(NAD 83)
 MG0817_MARKER: DD = SURVEY DISK
 MG0817_SETTING: 0 = UNSPECIFIED SETTING
 MG0817
 MG0817  HISTORY     - Date     Condition        Report By
 MG0817  HISTORY     - 1968     MONUMENTED       USGS
 MG0817
 MG0817                          STATION DESCRIPTION
 MG0817
 MG0817'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0817'THE STATION IS LOCATED ABOUT 4.0 MI S. AND 0.6 MI W. OF LONE
 MG0817'TREE, NEAR THE CENTER OF SEC. 33, T. 77 N., R. 5 W., IN THE
 MG0817'RIGHT-OF-WAY OF AN E.-W. GRAVEL RD., ON TOP OF A LOW CUTBANK.
 MG0817'
 MG0817'TO REACH THE STATION FROM THE POST OFFICE AT LONE TREE, DRIVE
 MG0817'S. ON COUNTY RD. B FOR 4.0 MI TO A T-JCT. OF A GRAVEL RD., TURN
 MG0817'RIGHT AND DRIVE W. ON GRAVEL RD. FOR 0.55 MI TO A GROUP OF FARM
 MG0817'BUILDINGS ON THE RIGHT AND THE STATION ON THE LEFT.
 MG0817'
 MG0817'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED FREMONT
 MG0817'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 MG0817'WITH THE GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MG0817'
 MG0817'STATION IS 386 FT E. OF CENTER OF THE GRAVEL RD. AT A FENCE
 MG0817'S., 117 FT W.-SW. OF CENTER OF THE GRAVEL RD. AT DRIVE N. TO A
 MG0817'TRAILER HOUSE, 30 FT S. OF CENTER OF THE E.-W. GRAVEL RD. AND 1
 MG0817'FT N. OF THE RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0817'
 MG0817'REFERENCE MARK NO. 1 IS 54.40 FT (16.581 M.) E. OF STATION, 30
 MG0817'FT S. OF CENTER OF THE RD., 65 FT SW. OF CENTER OF THE RD. AT A
 MG0817'DRIVE N. TO A TRAILER HOUSE AND 1 FT N. OF THE RIGHT-OF-WAY FENCE
 MG0817'AND A METAL WITNESS POST.
 MG0817'
 MG0817'REFERENCE MARK NO. 2 IS 56.51 FT (17.224 M.) W. OF STATION, 50
 MG0817'FT SW. OF CENTER OF RD. AT A DRIVE N. TO A BARN, 29 FT S. OF
 MG0817'CENTER OF THE RD. AND 1 FT N. OF THE RIGHT-OF-WAY FENCE AND A
 MG0817'METAL WITNESS POST.
 MG0817'
 MG0817'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0539 ***********************************************************************
 MH0539  DESIGNATION -  FREMONT
 MH0539  PID         -  MH0539
 MH0539  STATE/COUNTY-  IA/MAHASKA
 MH0539  USGS QUAD   -  FREMONT (1980)
 MH0539
 MH0539                         *CURRENT SURVEY CONTROL
 MH0539  ___________________________________________________________________
 MH0539* NAD 83(1996)-  41 12 58.03733(N)    092 26 10.77760(W)     ADJUSTED  
 MH0539* NAVD 88     -       256.64   (+/-2cm)     842.0    (feet)  VERTCON   
 MH0539  ___________________________________________________________________
 MH0539  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 MH0539  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 MH0539
 MH0539  HORZ ORDER  -  FIRST
 MH0539  VERT ORDER  -  THIRD ? (See Below)
 MH0539
 MH0539.The horizontal coordinates were established by classical geodetic methods
 MH0539.and adjusted by the National Geodetic Survey in May 1999..
 MH0539
 MH0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0539.The vertical order pertains to the NGVD 29 superseded value.
 MH0539
 MH0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0539
 MH0539.The geoid height was determined by GEOID03.
 MH0539
 MH0539;                    North         East     Units Scale Factor Converg.
 MH0539;SPC IA S     -   135,593.910   589,192.530   MT  0.99994840   +0 42 02.3
 MH0539;UTM  15      - 4,562,902.195   547,250.669   MT  0.99962748   +0 22 17.1
 MH0539
 MH0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0539!SPC IA S     -   0.99996483  x   0.99994840  =   0.99991324
 MH0539!UTM  15      -   0.99996483  x   0.99962748  =   0.99959233
 MH0539
 MH0539:                Primary Azimuth Mark                     Grid Az
 MH0539:SPC IA S     -  SIGOURNEY KEOKUK CO CTHSE DOME           055 24 33.8
 MH0539:UTM  15      -  SIGOURNEY KEOKUK CO CTHSE DOME           055 44 19.0
 MH0539
 MH0539|---------------------------------------------------------------------|
 MH0539| PID    Reference Object                     Distance      Geod. Az  |
 MH0539|                                                           dddmmss.s |
 MH0539| MH0506 SIGOURNEY KEOKUK CO CTHSE DOME      APPROX.23.4 KM 0560636.1 |
 MH0539| MH0505 SIGOURNEY MUNICIPAL TANK            APPROX.23.2 KM 0560836.8 |
 MH0539| CL8542 FREMONT RM 1                         39.472 METERS 11421     |
 MH0539| MH0520 HEDRICK MUNICIPAL TANK              APPROX.11.7 KM 1144022.9 |
 MH0539| MH0524 WAPELLO COUNTY FARM TANK            APPROX.16.1 KM 1651131.9 |
 MH0539| CL8543 FREMONT RM 2                         44.516 METERS 20122     |
 MH0539| MH0543 OSKALOOSA IA PWR AND LT CO STK      APPROX.19.4 KM 2945717.1 |
 MH0539| MH0544 OSKALOOSA MAHASKA CO CTHSE TWR      APPROX.19.5 KM 2965101.2 |
 MH0539| MH0545 OSKALOOSA MUNICIPAL TANK            APPROX.20.2 KM 2975920.0 |
 MH0539| MH0546 OSKALOOSA PENN COLL PWR STK         APPROX.20.5 KM 3001118.2 |
 MH0539| CL8541 FREMONT AZ MK                                      3290243.8 |
 MH0539| MH0541 ROSE                                APPROX.11.8 KM 3490853.2 |
 MH0539|---------------------------------------------------------------------|
 MH0539
 MH0539                          SUPERSEDED SURVEY CONTROL
 MH0539
 MH0539  NAD 83(1986)-  41 12 58.04295(N)    092 26 10.78875(W) AD(       ) 1
 MH0539  NAD 27      -  41 12 57.99670(N)    092 26 10.11390(W) AD(       ) 1
 MH0539  NGVD 29 (07/19/86)  256.62   (m)          841.9    (f) LEVELING    3  
 MH0539
 MH0539.Superseded values are not recommended for survey control.
 MH0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0539.See file dsdata.txt to determine how the superseded data were derived.
 MH0539
 MH0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4725162902(NAD 83)
 MH0539_MARKER: DS = TRIANGULATION STATION DISK
 MH0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0539_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0539
 MH0539  HISTORY     - Date     Condition        Report By
 MH0539  HISTORY     - 1934     MONUMENTED       CGS
 MH0539  HISTORY     - 1944     GOOD             LOCENG
 MH0539
 MH0539                          STATION DESCRIPTION
 MH0539
 MH0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0539'STATION IS IN THE VILLAGE OF FREMONT.  STATION IS ON THE N EDGE
 MH0539'OF THE RIGHT-OF-WAY OF THE MISSOURI AND ST. LOUIS RAILROAD
 MH0539'COMPANY.  THE STATION MARK IS IN THE N PART OF THE TOWN.  170
 MH0539'FEET N OF THE N CORNER OF THE FREMONT DEPOT.  70 FEET N OF THE
 MH0539'N RAIL OF THE NORTHERNMOST TRACK.  15 FEET S OF THE INTERSECTION
 MH0539'OF THREE FENCES, AND PROJECTS 2 INCHES.
 MH0539'
 MH0539'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MH0539'BRONZE DISKS SET IN CONCRETE.
 MH0539'
 MH0539'REFERENCE MARK NO. 1 IS ESE OF THE STATION.  1 FOOT S OF FENCE
 MH0539'LINE.  120 FEET N OF THE W END OF DEPOT.  85 FEET N OF THE N
 MH0539'RAIL OF THE NOTHERNMOST TRACK, AND PROJECTS 5 INCHES.
 MH0539'
 MH0539'REFERENCE MARK NO. 2 IS S OF THE STATION.  AT THE E END OF THE
 MH0539'OLD COAL SHED.  7 FEET S OF S RAIL TO SIDE TRACK.  125 FEET
 MH0539'WSW OF DEPOT, AND PROJECTS 2 INCHES.
 MH0539'
 MH0539'THE AZIMUTH MARK IS NW OF THE STATION.  33 FEET E OF THE CENTER
 MH0539'LINE OF GRAVEL ROAD, WHICH RUNS N ABOUT 0.2 MILE W OF THE STATION.
 MH0539'0.2 MILE N OF RAILROAD CROSSING.  1 FOOT E OF FENCE LINE.  15
 MH0539'FEET S OF S GATE POST, AND PROJECTS 3 INCHES.
 MH0539'
 MH0539'NOTE--THE DISTANCES MEASURED TO RAILROAD RAILS WERE MEASURED
 MH0539'ON A N AND S LINE AND NOT PERPENDICULAR.
 MH0539'
 MH0539'ALL LIGHTS CAME INTO VIEW AT 50 FEET.
 MH0539
 MH0539                          STATION RECOVERY (1944)
 MH0539
 MH0539'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (CAS)
 MH0539'LETTER FROM FRANK W. ARNESON, COUNTY ENGINEER, DECORAH, IOWA,
 MH0539'DATED OCTOBER 7, 1944 STATES--
 MH0539'
 MH0539'THE AZIMUTH MARK, A CONCRETE MONUMENT, WAS FOUND AT A POINT
 MH0539'1431.7 FEET NORTH AND 19.1 FEET WEST OF THE SW CORNER SE 1/4
 MH0539'SECTION 8, T. 100 N.R. 10 W OF THE 5TH P.M.  AS THIS WAS LOCATED
 MH0539'ON THE WESTERLY SIDE OF AN ESTABLISHED 66 FT. HIGHWAY AND WAS
 MH0539'ABOUT TO BE REMOVED BY OUR ROAD GRADING CREW, WE SET A CONCRETE
 MH0539'MONUMENT 22.4 FEET WEST OF YOUR MONUMENT OR 41.5 FEET WEST OF
 MH0539'1/4 LINE.  WE REMOVED THE BRONZE CAP AND GROUTED IT ON THE TOP
 MH0539'OF THE NEW MONUMENT WITH CEMENT.  THE TOP OF THE NEW MONUMENT
 MH0539'IS SET 1.98 FEET BELOW THE TOP OF THE ORIGINAL MONUMENT IN
 MH0539'CASE IT WAS USED AS A BENCH MARK.  WE DID NOT RESET THE
 MH0539'ORIGINAL MONUMENT AS IT WAS TOO LARGE TO MOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0854 ***********************************************************************
 ON0854  DESIGNATION -  FRENCH
 ON0854  PID         -  ON0854
 ON0854  STATE/COUNTY-  IA/ALLAMAKEE
 ON0854  USGS QUAD   -  WAUKON NW (1968)
 ON0854
 ON0854                         *CURRENT SURVEY CONTROL
 ON0854  ___________________________________________________________________
 ON0854* NAD 83(1996)-  43 24 11.01102(N)    091 25 22.44528(W)     ADJUSTED  
 ON0854* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 ON0854  ___________________________________________________________________
 ON0854  LAPLACE CORR-          -7.82  (seconds)                    DEFLEC99
 ON0854  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 ON0854
 ON0854  HORZ ORDER  -  THIRD
 ON0854
 ON0854.The horizontal coordinates were established by classical geodetic methods
 ON0854.and adjusted by the National Geodetic Survey in May 1999..
 ON0854
 ON0854.The orthometric height was scaled from a topographic map.
 ON0854
 ON0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0854
 ON0854.The geoid height was determined by GEOID03.
 ON0854
 ON0854;                    North         East     Units Scale Factor Converg.
 ON0854;SPC IA N     - 1,213,462.257 1,668,245.102   MT  1.00002777   +1 24 27.9
 ON0854;SPC MN S     -   148,077.325 1,008,747.472   MT  1.00010404   +1 48 22.9
 ON0854;SPC WI S     -   156,849.654   484,749.871   MT  0.99993255   -0 58 39.6
 ON0854;SPC WI S     -   514,597.57  1,590,383.54   sFT  0.99993255   -0 58 39.6
 ON0854;UTM  15      - 4,806,783.179   627,704.203   MT  0.99980061   +1 05 01.7
 ON0854
 ON0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0854!SPC IA N     -   0.99995230  x   1.00002777  =   0.99998007
 ON0854!SPC MN S     -   0.99995230  x   1.00010404  =   1.00005634
 ON0854!SPC WI S     -   0.99995230  x   0.99993255  =   0.99988485
 ON0854!UTM  15      -   0.99995230  x   0.99980061  =   0.99975292
 ON0854
 ON0854|---------------------------------------------------------------------|
 ON0854| PID    Reference Object                     Distance      Geod. Az  |
 ON0854|                                                           dddmmss.s |
 ON0854| CI6366 FRENCH RM 1                           8.304 METERS 08516     |
 ON0854| ON0846 CHURCH LANSING RIDGE CH SPIRE       APPROX. 8.8 KM 1292728.6 |
 ON0854| CI6367 FRENCH RM 2                           8.505 METERS 19355     |
 ON0854| CI6365 FRENCH AZ MK                                       2230419.4 |
 ON0854|---------------------------------------------------------------------|
 ON0854
 ON0854                          SUPERSEDED SURVEY CONTROL
 ON0854
 ON0854  NAD 83(1996)-  43 24 11.01102(N)    091 25 22.44527(W) AD(       ) 3
 ON0854  NAD 83(1986)-  43 24 11.00402(N)    091 25 22.44618(W) AD(       ) 3
 ON0854  NAD 27      -  43 24 11.09170(N)    091 25 21.95670(W) AD(       ) 3
 ON0854
 ON0854.Superseded values are not recommended for survey control.
 ON0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0854.See file dsdata.txt to determine how the superseded data were derived.
 ON0854
 ON0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2770406783(NAD 83)
 ON0854_MARKER: DS = TRIANGULATION STATION DISK
 ON0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0854
 ON0854  HISTORY     - Date     Condition        Report By
 ON0854  HISTORY     - 1961     MONUMENTED       CGS
 ON0854
 ON0854                          STATION DESCRIPTION
 ON0854
 ON0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0854'THE STATION IS ABOUT 10 MILES NORTH OF WAUKON, ABOUT 10 MILES
 ON0854'NORTHWEST OF LANSING, IN THE NORTHEAST 1/4 OF SEC. 10, T. 99 N.,
 ON0854'R. 5 W., AND ON THE PROPERTY OF MR. DALE BUNTROCK.  IT IS 68 FEET
 ON0854'NORTHEAST OF THE CENTER OF A T-ROAD INTERSECTION, 54 FEET
 ON0854'EAST OF THE CENTERLINE OF A GRAVELED ROAD, 30 FEET NORTH OF A
 ON0854'WITNESS POST, 5 FEET SOUTHEAST OF A POWER POLE, AND 3 FEET
 ON0854'SOUTHEAST OF A FENCE CORNER.  THE MONUMENT IS 1 INCH
 ON0854'UNDERGROUND AND THE DISK IS STAMPED FRENCH 1961.
 ON0854'
 ON0854'TO REACH FROM THE EAST SIDE OF THE ALLAMAKEE COUNTY COURT HOUSE IN
 ON0854'WAUKON, GO NORTH AND EAST ON STATE HIGHWAY 9 FOR 5.45 MILES TO A
 ON0854'SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWESTERLY FOR 1.6 MILES
 ON0854'TO A SIDE ROAD LEFT.  CONTINUE NORTHWESTERLY FOR 3.4 MILES
 ON0854'TO A SIDE ROAD LEFT.  CONTINUE EASTERLY FOR 0.6 MILE TO A FORK.
 ON0854'TAKE THE LEFT FORK AND CONTINUE EAST FOR 0.2 MILE TO THE AZIMUTH
 ON0854'MARK ON THE LEFT.  CONTINUE EAST AND NORTH FOR 0.25 MILE TO
 ON0854'THE STATION ON THE RIGHT.
 ON0854'
 ON0854'REFERENCE MARK 1 IS 47 FEET NORTHEAST OF A WITNESS POST, 30
 ON0854'FEET EAST OF A POWER POLE, AND 1 FOOT SOUTH OF A WIRE FENCE.
 ON0854'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FRENCH NO 1 1961.
 ON0854'
 ON0854'REFERENCE MARK 2 IS 53 FEET EAST OF THE CENTERLINE OF A
 ON0854'GRAVELED ROAD, 33 FEET SOUTH OF A POWER POLE, AND 2 FEET NORTH OF
 ON0854'A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON0854'FRENCH NO 2 1961.
 ON0854'
 ON0854'THE AZIMUTH MARK IS 45 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 ON0854'ROAD, 2 FEET NORTHEAST OF A WITNESS POST, AND 1 FOOT EAST OF
 ON0854'A TELEPHONE POLE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 ON0854'IS STAMPED FRENCH 1961.
 ON0854'
 ON0854'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0725 ***********************************************************************
 MJ0725  DESIGNATION -  FROST
 MJ0725  PID         -  MJ0725
 MJ0725  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0725  USGS QUAD   -  LOVELAND (1994)
 MJ0725
 MJ0725                         *CURRENT SURVEY CONTROL
 MJ0725  ___________________________________________________________________
 MJ0725* NAD 83(1996)-  41 23 12.32119(N)    095 55 27.04588(W)     ADJUSTED  
 MJ0725* NAVD 88     -       302.536  (meters)     992.57   (feet)  ADJUSTED  
 MJ0725  ___________________________________________________________________
 MJ0725  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 MJ0725  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 MJ0725  DYNAMIC HT  -         302.402 (meters)     992.13  (feet)  COMP
 MJ0725  MODELED GRAV-     980,170.8   (mgal)                       NAVD 88
 MJ0725
 MJ0725  HORZ ORDER  -  SECOND
 MJ0725  VERT ORDER  -  SECOND    CLASS 0
 MJ0725
 MJ0725.The horizontal coordinates were established by classical geodetic methods
 MJ0725.and adjusted by the National Geodetic Survey in May 1999..
 MJ0725
 MJ0725.The orthometric height was determined by differential leveling
 MJ0725.and adjusted by the National Geodetic Survey in June 1991..
 MJ0725
 MJ0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0725
 MJ0725.The geoid height was determined by GEOID03.
 MJ0725
 MJ0725.The dynamic height is computed by dividing the NAVD 88
 MJ0725.geopotential number by the normal gravity value computed on the
 MJ0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0725.degrees latitude (g = 980.6199 gals.).
 MJ0725
 MJ0725.The modeled gravity was interpolated from observed gravity values.
 MJ0725
 MJ0725;                    North         East     Units Scale Factor Converg.
 MJ0725;SPC IA S     -   156,823.358   297,273.746   MT  0.99995362   -1 35 48.5
 MJ0725;SPC NE       -   180,500.474   840,665.717   MT  0.99966075   +2 42 03.7
 MJ0725;UTM  15      - 4,585,818.958   255,501.658   MT  1.00033575   -1 56 03.3
 MJ0725;UTM  14      - 4,586,258.329   757,178.971   MT  1.00041406   +2 02 04.8
 MJ0725
 MJ0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0725!SPC IA S     -   0.99995697  x   0.99995362  =   0.99991059
 MJ0725!SPC NE       -   0.99995697  x   0.99966075  =   0.99961774
 MJ0725!UTM  15      -   0.99995697  x   1.00033575  =   1.00029271
 MJ0725!UTM  14      -   0.99995697  x   1.00041406  =   1.00037101
 MJ0725
 MJ0725|---------------------------------------------------------------------|
 MJ0725| PID    Reference Object                     Distance      Geod. Az  |
 MJ0725|                                                           dddmmss.s |
 MJ0725| MJ0726 FROST RM 1                           23.907 METERS 05101     |
 MJ0725| MJ0729 FROST AZ MK                                        1194707.8 |
 MJ0725| MJ0727 FROST RM 2                           33.153 METERS 13711     |
 MJ0725| MJ0728 311 C                                13.238 METERS 33319     |
 MJ0725|---------------------------------------------------------------------|
 MJ0725
 MJ0725                          SUPERSEDED SURVEY CONTROL
 MJ0725
 MJ0725  NAD 83(1996)-  41 23 12.32124(N)    095 55 27.04583(W) AD(       ) 2
 MJ0725  NAD 83(1986)-  41 23 12.32871(N)    095 55 27.04723(W) AD(       ) 2
 MJ0725  NAD 27      -  41 23 12.34000(N)    095 55 26.00200(W) AD(       ) 2
 MJ0725  NGVD 29 (??/??/92)  302.408  (m)          992.15   (f) ADJ UNCH    2 0
 MJ0725
 MJ0725.Superseded values are not recommended for survey control.
 MJ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0725.See file dsdata.txt to determine how the superseded data were derived.
 MJ0725
 MJ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5550285819(NAD 83)
 MJ0725_MARKER: DS = TRIANGULATION STATION DISK
 MJ0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0725_STAMPING: FROST 1947
 MJ0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0725+STABILITY: SURFACE MOTION
 MJ0725
 MJ0725  HISTORY     - Date     Condition        Report By
 MJ0725  HISTORY     - 1947     MONUMENTED       CGS
 MJ0725  HISTORY     - 1948     GOOD             NGS
 MJ0725  HISTORY     - 1955     MARK NOT FOUND   NGS
 MJ0725
 MJ0725                          STATION DESCRIPTION
 MJ0725
 MJ0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ0725'THE STATION IS LOCATED ABOUT 3 MILES WEST AND 1-1/2 MILES NORTH
 MJ0725'OF CRESCENT AND 3/4 MILE EAST OF THE EAST BANK OF THE MISSOURI
 MJ0725'RIVER.  IT IS 3.7 FEET NORTHWEST OF A WITNESS POST.  THE DISK IS
 MJ0725'STAMPED FROST 1947 AND PROJECTS 3 INCHES.
 MJ0725'
 MJ0725'REFERENCE MARK NO. 1 IS 78.43 FEET NORTHEAST OF THE STATION.
 MJ0725'THE DISK IS STAMPED FROST NO 1 1947 AND PROJECTS 5 INCHES.
 MJ0725'
 MJ0725'REFERENCE MARK NO. 2 IS 108.77 FEET SOUTH BY EAST OF THE STATION.
 MJ0725'THE DISK IS STAMPED FROST NO 2 1947 AND PROJECTS 4 INCHES.
 MJ0725'
 MJ0725'U.S.E.D. 311-C IS 43.44 FEET NORTH BY WEST OF THE STATION AND IS
 MJ0725'SET IN A SLIGHT DEPRESSION.  IT IS A BRASS BOLT SET IN A CONCRETE
 MJ0725'POST AND THE MARK PROJECTS 1 INCH.
 MJ0725'
 MJ0725'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTHEAST OF THE STATION,
 MJ0725'19 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 2 FEET WEST OF A
 MJ0725'WIRE FENCE AND 1.0 FEET SOUTHWEST OF A WITNESS POST.  THE DISK
 MJ0725'IS STAMPED FROST 1947 AND PROJECTS 3 INCHES.
 MJ0725'
 MJ0725'TO REACH THE STATION FROM THE POST OFFICE IN CRESCENT, GO NORTH
 MJ0725'ON U.S. HIGHWAY 75 AND 30 FOR 0.15 MILE TO A T-ROAD, TURN LEFT
 MJ0725'(WEST) AND GO 1.25 MILES TO A T-INTERSECTION, TURN RIGHT (NORTH)
 MJ0725'AND FOLLOW ROAD NORTHWESTERLY 1.9 MILES TO A FORK.  CONTINUE
 MJ0725'STRAIGHT AHEAD ON LEFT FORK 0.85 MILE TO A T-INTERSECTION, GO
 MJ0725'RIGHT (NORTH) 0.3 MILE TO A FARM DRIVEWAY ON THE LEFT.  TURN IN
 MJ0725'DRIVEWAY AND GO 0.4 MILE TO AN ORCHARD SOUTH OF ROAD.  TURN
 MJ0725'SOUTH THROUGH ORCHARD FOR APPROXIMATELY 150 YARDS TO STATION ON
 MJ0725'TOP OF A SMALL RIDGE.
 MJ0725'
 MJ0725'TO REACH THE AZIMUTH MARK FROM THE STATION, GO TO ENTRANCE TO THE
 MJ0725'FARM DRIVEWAY AND TURN SOUTH 0.2 MILE TO AZIMUTH MARK ON RIGHT
 MJ0725'AS DESCRIBED.
 MJ0725'
 MJ0725'OBSERVATIONS TAKEN FROM A 90 FOOT STEEL TOWER.
 MJ0725'
 MJ0725'A 90 FOOT SIGNAL AT HANTHORN CAN BE SEEN FROM 64 FEET.
 MJ0725'
 MJ0725'A 90 FOOT SIGNAL AT FLORENCE CAN BE SEEN FROM 64 FEET.
 MJ0725'
 MJ0725'A 64 FOOT SIGNAL AT DIOCESE 2 CAN BE SEEN FROM 77 FEET.
 MJ0725'
 MJ0725'A 4 FOOT SIGNAL AT 311 (MORC) CAN BE SEEN FROM 20 FEET.
 MJ0725'
 MJ0725'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MJ0725
 MJ0725                          STATION RECOVERY (1948)
 MJ0725
 MJ0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0725'4.7 MI NW FROM CRESCENT.
 MJ0725'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0725'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.6
 MJ0725'MILES NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 MJ0725'DIRT ROAD, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, THENCE 0.4
 MJ0725'MILE WEST ALONG A PRIVATE ROAD, THENCE 0.1 MILE SOUTH THROUGH
 MJ0725'AN ORCHARD, 0.4 MILE WEST OF THE MAIN NORTH-SOUTH ROAD, ABOUT 0.35
 MJ0725'MILE SOUTHWEST OF A WHITE FARMHOUSE, AT THE SOUTH END OF AN ORCHARD,
 MJ0725'ON THE TOP OF A SMALL NORTHWEST-SOUTHEAST RIDGE, 44.3 FEET
 MJ0725'SOUTHEAST OF THE SOUTH END OF A ROW OF TREES ON THE EAST EDGE OF A
 MJ0725'CULTIVATED FIELD, 9.0 FEET SOUTHWEST OF A NORTHWEST-SOUTHEAST
 MJ0725'FENCE LINE, 3.5 FEET SOUTHWEST OF A REFERENCE POST, SET IN TOP
 MJ0725'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MJ0725
 MJ0725                          STATION RECOVERY (1955)
 MJ0725
 MJ0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 MJ0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0729 ***********************************************************************
 MJ0729  DESIGNATION -  FROST AZ MK
 MJ0729  PID         -  MJ0729
 MJ0729  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0729  USGS QUAD   -  LOVELAND (1994)
 MJ0729
 MJ0729                         *CURRENT SURVEY CONTROL
 MJ0729  ___________________________________________________________________
 MJ0729* NAD 83(1986)-  41 23 02.     (N)    095 55 04.     (W)     SCALED    
 MJ0729* NAVD 88     -       300.776  (meters)     986.80   (feet)  ADJUSTED  
 MJ0729  ___________________________________________________________________
 MJ0729  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 MJ0729  DYNAMIC HT  -         300.643 (meters)     986.36  (feet)  COMP
 MJ0729  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 MJ0729
 MJ0729  VERT ORDER  -  SECOND    CLASS 0
 MJ0729
 MJ0729.The horizontal coordinates were scaled from a topographic map and have
 MJ0729.an estimated accuracy of +/- 6 seconds.
 MJ0729
 MJ0729.The orthometric height was determined by differential leveling
 MJ0729.and adjusted by the National Geodetic Survey in June 1991..
 MJ0729
 MJ0729.The geoid height was determined by GEOID03.
 MJ0729
 MJ0729.The dynamic height is computed by dividing the NAVD 88
 MJ0729.geopotential number by the normal gravity value computed on the
 MJ0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0729.degrees latitude (g = 980.6199 gals.).
 MJ0729
 MJ0729.The modeled gravity was interpolated from observed gravity values.
 MJ0729
 MJ0729;                    North         East    Units  Estimated Accuracy
 MJ0729;SPC IA S     -   156,490.      297,800.      MT  (+/- 180 meters Scaled)
 MJ0729
 MJ0729                          SUPERSEDED SURVEY CONTROL
 MJ0729
 MJ0729  NGVD 29 (??/??/92)  300.648  (m)          986.38   (f) ADJ UNCH    2 0
 MJ0729
 MJ0729.Superseded values are not recommended for survey control.
 MJ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0729.See file dsdata.txt to determine how the superseded data were derived.
 MJ0729
 MJ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF560854(NAD 83)
 MJ0729_MARKER: DZ = AZIMUTH MARK DISK
 MJ0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0729_STAMPING: FROST 1947
 MJ0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0729+STABILITY: SURFACE MOTION
 MJ0729
 MJ0729  HISTORY     - Date     Condition        Report By
 MJ0729  HISTORY     - 1947     MONUMENTED       CGS
 MJ0729  HISTORY     - 1948     GOOD             NGS
 MJ0729  HISTORY     - 1955     POOR             NGS
 MJ0729
 MJ0729                          STATION DESCRIPTION
 MJ0729
 MJ0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0729'3.9 MI NW FROM CRESCENT.
 MJ0729'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0729'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.6
 MJ0729'MILES NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 MJ0729'DIRT ROAD, AT A T ROAD, 169.0 FEET NORTH OF THE CENTER LINE OF THE
 MJ0729'ROAD LEADING EAST, 18.0 FEET WEST OF THE CENTER LINE OF THE
 MJ0729'NORTH-SOUTH ROAD, 2.0 FEET WEST OF A FENCE, 1.5 FEET SOUTHWEST OF
 MJ0729'A REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.2
 MJ0729'FOOT ABOVE THE GROUND.
 MJ0729
 MJ0729                          STATION RECOVERY (1955)
 MJ0729
 MJ0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 MJ0729'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0726 ***********************************************************************
 MJ0726  DESIGNATION -  FROST RM 1
 MJ0726  PID         -  MJ0726
 MJ0726  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0726  USGS QUAD   -  LOVELAND (1994)
 MJ0726
 MJ0726                         *CURRENT SURVEY CONTROL
 MJ0726  ___________________________________________________________________
 MJ0726* NAD 83(1986)-  41 23 12.     (N)    095 55 27.     (W)     SCALED    
 MJ0726* NAVD 88     -       301.925  (meters)     990.57   (feet)  ADJUSTED  
 MJ0726  ___________________________________________________________________
 MJ0726  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 MJ0726  DYNAMIC HT  -         301.790 (meters)     990.12  (feet)  COMP
 MJ0726  MODELED GRAV-     980,170.9   (mgal)                       NAVD 88
 MJ0726
 MJ0726  VERT ORDER  -  SECOND    CLASS 0
 MJ0726
 MJ0726.The horizontal coordinates were scaled from a topographic map and have
 MJ0726.an estimated accuracy of +/- 6 seconds.
 MJ0726
 MJ0726.The orthometric height was determined by differential leveling
 MJ0726.and adjusted by the National Geodetic Survey in June 1991..
 MJ0726
 MJ0726.The geoid height was determined by GEOID03.
 MJ0726
 MJ0726.The dynamic height is computed by dividing the NAVD 88
 MJ0726.geopotential number by the normal gravity value computed on the
 MJ0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0726.degrees latitude (g = 980.6199 gals.).
 MJ0726
 MJ0726.The modeled gravity was interpolated from observed gravity values.
 MJ0726
 MJ0726;                    North         East    Units  Estimated Accuracy
 MJ0726;SPC IA S     -   156,810.      297,280.      MT  (+/- 180 meters Scaled)
 MJ0726
 MJ0726                          SUPERSEDED SURVEY CONTROL
 MJ0726
 MJ0726  NGVD 29 (??/??/92)  301.796  (m)          990.14   (f) ADJ UNCH    2 0
 MJ0726
 MJ0726.Superseded values are not recommended for survey control.
 MJ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0726.See file dsdata.txt to determine how the superseded data were derived.
 MJ0726
 MJ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF555858(NAD 83)
 MJ0726_MARKER: DR = REFERENCE MARK DISK
 MJ0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0726_STAMPING: FROST NO 1 1947
 MJ0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0726+STABILITY: SURFACE MOTION
 MJ0726
 MJ0726  HISTORY     - Date     Condition        Report By
 MJ0726  HISTORY     - 1947     MONUMENTED       CGS
 MJ0726  HISTORY     - 1948     GOOD             NGS
 MJ0726
 MJ0726                          STATION DESCRIPTION
 MJ0726
 MJ0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0726'4.7 MI NW FROM CRESCENT.
 MJ0726'0.1 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE POST OFFICE AT
 MJ0726'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.6
 MJ0726'MILES NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 MJ0726'DIRT ROAD, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, THENCE 0.4
 MJ0726'MILE WEST ALONG A PRIVATE ROAD, THENCE 0.1 MILE SOUTH THROUGH AN
 MJ0726'ORCHARD, 0.4 MILE WEST OF THE MAIN NORTH AND SOUTH ROAD, 0.35
 MJ0726'MILE SOUTHWEST OF A WHITE FARMHOUSE, AT THE SOUTH END OF AN
 MJ0726'ORCHARD, AT THE EAST EDGE OF A CULTIVATED FIELD, AT THE WEST EDGE
 MJ0726'OF AN ORCHARD, 78.4 FEET NORTHEAST OF TRIANGULATION STATION FROST,
 MJ0726'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MJ0726'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0727 ***********************************************************************
 MJ0727  DESIGNATION -  FROST RM 2
 MJ0727  PID         -  MJ0727
 MJ0727  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0727  USGS QUAD   -  LOVELAND (1994)
 MJ0727
 MJ0727                         *CURRENT SURVEY CONTROL
 MJ0727  ___________________________________________________________________
 MJ0727* NAD 83(1986)-  41 23 12.     (N)    095 55 27.     (W)     SCALED    
 MJ0727* NAVD 88     -       302.446  (meters)     992.27   (feet)  ADJUSTED  
 MJ0727  ___________________________________________________________________
 MJ0727  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 MJ0727  DYNAMIC HT  -         302.311 (meters)     991.83  (feet)  COMP
 MJ0727  MODELED GRAV-     980,170.9   (mgal)                       NAVD 88
 MJ0727
 MJ0727  VERT ORDER  -  SECOND    CLASS 0
 MJ0727
 MJ0727.The horizontal coordinates were scaled from a topographic map and have
 MJ0727.an estimated accuracy of +/- 6 seconds.
 MJ0727
 MJ0727.The orthometric height was determined by differential leveling
 MJ0727.and adjusted by the National Geodetic Survey in June 1991..
 MJ0727
 MJ0727.The geoid height was determined by GEOID03.
 MJ0727
 MJ0727.The dynamic height is computed by dividing the NAVD 88
 MJ0727.geopotential number by the normal gravity value computed on the
 MJ0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0727.degrees latitude (g = 980.6199 gals.).
 MJ0727
 MJ0727.The modeled gravity was interpolated from observed gravity values.
 MJ0727
 MJ0727;                    North         East    Units  Estimated Accuracy
 MJ0727;SPC IA S     -   156,810.      297,280.      MT  (+/- 180 meters Scaled)
 MJ0727
 MJ0727                          SUPERSEDED SURVEY CONTROL
 MJ0727
 MJ0727  NGVD 29 (??/??/92)  302.317  (m)          991.85   (f) ADJ UNCH    2 0
 MJ0727
 MJ0727.Superseded values are not recommended for survey control.
 MJ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0727.See file dsdata.txt to determine how the superseded data were derived.
 MJ0727
 MJ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF555858(NAD 83)
 MJ0727_MARKER: DR = REFERENCE MARK DISK
 MJ0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0727_STAMPING: FROST NO 2 1947
 MJ0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0727+STABILITY: SURFACE MOTION
 MJ0727
 MJ0727  HISTORY     - Date     Condition        Report By
 MJ0727  HISTORY     - 1947     MONUMENTED       CGS
 MJ0727  HISTORY     - 1948     GOOD             NGS
 MJ0727
 MJ0727                          STATION DESCRIPTION
 MJ0727
 MJ0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0727'4.7 MI NW FROM CRESCENT.
 MJ0727'0.1 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE POST OFFICE AT
 MJ0727'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.6
 MJ0727'MILES NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 MJ0727'DIRT ROAD, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, THENCE 0.4
 MJ0727'MILE WEST ALONG A PRIVATE ROAD, THENCE 0.1 MILE SOUTH THROUGH
 MJ0727'AN ORCHARD, 0.4 MILE WEST OF THE MAIN NORTH AND SOUTH ROAD, 0.35
 MJ0727'MILE SOUTHWEST OF A WHITE FARMHOUSE, AT THE SOUTH END OF AN
 MJ0727'ORCHARD, ON TOP OF A NORTHWEST AND SOUTHEAST RIDGE, 108.8 FEET
 MJ0727'SOUTHEAST OF TRIANGULATION STATION FROST, 5.0 FEET SOUTHWEST
 MJ0727'OF A NORTHWEST AND SOUTHEAST FENCE, SET IN THE TOP OF A CONCRETE
 MJ0727'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0792 ***********************************************************************
 MG0792  DESIGNATION -  FRUITLAND
 MG0792  PID         -  MG0792
 MG0792  STATE/COUNTY-  IA/MUSCATINE
 MG0792  USGS QUAD   -  BLANCHARD ISLAND (1991)
 MG0792
 MG0792                         *CURRENT SURVEY CONTROL
 MG0792  ___________________________________________________________________
 MG0792* NAD 83(1996)-  41 20 01.67930(N)    091 04 56.16943(W)     ADJUSTED  
 MG0792* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 MG0792  ___________________________________________________________________
 MG0792  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 MG0792  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MG0792
 MG0792  HORZ ORDER  -  SECOND
 MG0792
 MG0792.The horizontal coordinates were established by classical geodetic methods
 MG0792.and adjusted by the National Geodetic Survey in May 1999..
 MG0792
 MG0792.The orthometric height was scaled from a topographic map.
 MG0792
 MG0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0792
 MG0792.The geoid height was determined by GEOID03.
 MG0792
 MG0792;                    North         East     Units Scale Factor Converg.
 MG0792;SPC IA S     -   150,929.552   702,350.556   MT  0.99995105   +1 35 33.2
 MG0792;SPC IL W     -   518,498.649   623,359.641   MT  1.00001344   -0 36 17.0
 MG0792;SPC IL W     - 1,701,107.65  2,045,139.09   sFT  1.00001344   -0 36 17.0
 MG0792;UTM  15      - 4,577,587.095   660,471.546   MT  0.99991692   +1 16 00.6
 MG0792
 MG0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0792!SPC IA S     -   0.99997678  x   0.99995105  =   0.99992783
 MG0792!SPC IL W     -   0.99997678  x   1.00001344  =   0.99999022
 MG0792!UTM  15      -   0.99997678  x   0.99991692  =   0.99989370
 MG0792
 MG0792:                Primary Azimuth Mark                     Grid Az
 MG0792:SPC IA S     -  MUSCATINE MUNICIPAL TANK                 003 18 01.3
 MG0792:SPC IL W     -  MUSCATINE MUNICIPAL TANK                 005 29 51.5
 MG0792:UTM  15      -  MUSCATINE MUNICIPAL TANK                 003 37 33.9
 MG0792
 MG0792|---------------------------------------------------------------------|
 MG0792| PID    Reference Object                     Distance      Geod. Az  |
 MG0792|                                                           dddmmss.s |
 MG0792| MG0790 MUSCATINE MUNICIPAL TANK            APPROX.10.0 KM 0045334.5 |
 MG0792| CK7006 MUSCATINE CHURCH WITH CLOCK                        0124337.2 |
 MG0792|---------------------------------------------------------------------|
 MG0792
 MG0792                          SUPERSEDED SURVEY CONTROL
 MG0792
 MG0792  NAD 83(1986)-  41 20 01.67256(N)    091 04 56.17529(W) AD(       ) 2
 MG0792  NAD 27      -  41 20 01.57100(N)    091 04 55.63700(W) AD(       ) 2
 MG0792
 MG0792.Superseded values are not recommended for survey control.
 MG0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0792.See file dsdata.txt to determine how the superseded data were derived.
 MG0792
 MG0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF6047277587(NAD 83)
 MG0792_MARKER: P = PIPE CAP
 MG0792_SETTING: 0 = UNSPECIFIED SETTING
 MG0792
 MG0792  HISTORY     - Date     Condition        Report By
 MG0792  HISTORY     - 1931     MONUMENTED       MRC
 MG0792  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 MG0792
 MG0792                          STATION DESCRIPTION
 MG0792
 MG0792'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931 (HWH)
 MG0792'STATION IS ABOUT 6-1/2 MILES SOUTH OF MUSCATINE, 2-1/2 MILES
 MG0792'SOUTHEAST OF FRUITLAND 4.4 METERS NORTH OF EAST-AND-WEST WIRE
 MG0792'FENCE AND COUNTY LINE, ON LAND OWNED BY C.O. ROCKAFELLOW.  MARK
 MG0792'IS A 4-INCH CAPPED IRON PIPE, FLUSH WITH SURFACE OF GROUND,
 MG0792'LOCATED ABOUT 30 METERS WEST OF HIGHEST POINT OF A SAND RIDGE
 MG0792'COVERED WITH BRIGHT GREEN GRASS, AND ABOUT 3/4 MILE EAST OF
 MG0792'ROAD.
 MG0792'
 MG0792'TO REACH FROM FRUITLAND, GO EAST ON ROAD 1.5 MILES BEYOND FRUITLAND
 MG0792'RAILROAD CROSSING TO T-INTERSECTION, TURN RIGHT ONTO ROAD WITH
 MG0792'POLE LINE ALONG IT AND PROCEED FOR A DISTANCE OF 1.6 MILES TO
 MG0792'POINT WHERE A FARM ROAD TURNS OUT TO LEFT AND FOLLOW UP A FENCE
 MG0792'LINE BETWEEN POTATO PATCH AND RYE FIELD.  THIS POINT IS A JOG
 MG0792'IN THE ROAD, AND IS ABOUT 0.1 MILE BEYOND A LARGE BARN WITH A
 MG0792'DOUBLE SILO ON THE WEST SIDE OF THE ROAD.  TURN LEFT ONTO
 MG0792'SANDY FARM ROAD AND CONTINUE 3/4 MILE TO STATION.
 MG0792'
 MG0792'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 MG0792
 MG0792                          STATION RECOVERY (1998)
 MG0792
 MG0792'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0711 ***********************************************************************
 NK0711  DESIGNATION -  FURNAS
 NK0711  PID         -  NK0711
 NK0711  STATE/COUNTY-  IA/STORY
 NK0711  USGS QUAD   -  NEVADA (1975)
 NK0711
 NK0711                         *CURRENT SURVEY CONTROL
 NK0711  ___________________________________________________________________
 NK0711* NAD 83(1996)-  42 05 59.87557(N)    093 26 39.61872(W)     ADJUSTED  
 NK0711* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 NK0711  ___________________________________________________________________
 NK0711  LAPLACE CORR-         -12.96  (seconds)                    DEFLEC99
 NK0711  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 NK0711
 NK0711  HORZ ORDER  -  FIRST
 NK0711
 NK0711.The horizontal coordinates were established by classical geodetic methods
 NK0711.and adjusted by the National Geodetic Survey in May 1999..
 NK0711
 NK0711.The orthometric height was scaled from a topographic map.
 NK0711
 NK0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0711
 NK0711.The geoid height was determined by GEOID03.
 NK0711
 NK0711;                    North         East     Units Scale Factor Converg.
 NK0711;SPC IA N     - 1,066,643.555 1,504,604.343   MT  0.99999412   +0 02 15.8
 NK0711;UTM  15      - 4,660,970.885   463,258.553   MT  0.99961661   -0 17 52.4
 NK0711
 NK0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0711!SPC IA N     -   0.99994617  x   0.99999412  =   0.99994029
 NK0711!UTM  15      -   0.99994617  x   0.99961661  =   0.99956280
 NK0711
 NK0711:                Primary Azimuth Mark                     Grid Az
 NK0711:SPC IA N     -  GARDEN CITY N ELEV WEST GABLE            013 59 47.9
 NK0711:UTM  15      -  GARDEN CITY N ELEV WEST GABLE            014 19 56.1
 NK0711
 NK0711|---------------------------------------------------------------------|
 NK0711| PID    Reference Object                     Distance      Geod. Az  |
 NK0711|                                                           dddmmss.s |
 NK0711| NK0714 GARDEN CITY N ELEV WEST GABLE       APPROX.16.8 KM 0140203.7 |
 NK0711| NK0713 GARDEN CITY S ELEV WEST GABLE       APPROX.16.6 KM 0141152.2 |
 NK0711| NK0704 HUBBARD WEST BASE                   APPROX.11.7 KM 0331923.4 |
 NK0711| NK0702 ZEARING WATER TANK                  APPROX.14.2 KM 0592243.7 |
 NK0711| NK0710 NEVADA SANITARIUM WATER TANK        APPROX.10.1 KM 1824328.0 |
 NK0711| NK0712 NEVADA MUNICIPAL TANK               APPROX. 8.4 KM 1831335.0 |
 NK0711| NK0708 NEVADA STORY COUNTY COURTHOUSE      APPROX. 8.9 KM 1842825.2 |
 NK0711|---------------------------------------------------------------------|
 NK0711
 NK0711                          SUPERSEDED SURVEY CONTROL
 NK0711
 NK0711  NAD 83(1986)-  42 05 59.88100(N)    093 26 39.62046(W) AD(       ) 1
 NK0711  NAD 27      -  42 05 59.92600(N)    093 26 38.85800(W) AD(       ) 1
 NK0711
 NK0711.Superseded values are not recommended for survey control.
 NK0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0711.See file dsdata.txt to determine how the superseded data were derived.
 NK0711
 NK0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG6325960971(NAD 83)
 NK0711_MARKER: DS = TRIANGULATION STATION DISK
 NK0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0711_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0711_STAMPING: FURNAS 1926
 NK0711_MARK LOGO: CGS   
 NK0711_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NK0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0711+STABILITY: SURFACE MOTION
 NK0711
 NK0711  HISTORY     - Date     Condition        Report By
 NK0711  HISTORY     - 1926     MONUMENTED       CGS
 NK0711  HISTORY     - 1928     GOOD             CGS
 NK0711  HISTORY     - 1934     GOOD             IOWAGS
 NK0711  HISTORY     - 1935     GOOD             IOWAGS
 NK0711  HISTORY     - 19840615 GOOD             NGS
 NK0711
 NK0711                          STATION DESCRIPTION
 NK0711
 NK0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HWH)
 NK0711'STATION IS ABOUT 5-1/2 MILES NORTH OF NEVADA, 2-1/2 MILES WEST
 NK0711'AND 4-1/2 MILES SOUTH OF MC CALLSBURG, ON THE WEST SIDE CENTER
 NK0711'OF SEC. 8, T. 84 N., R. 22 W., ON LAND OWNED BY MRS. MARY FURNAS
 NK0711'AND FARMED BY A TENANT.  THE STATION IS ACROSS THE ROAD FROM THE
 NK0711'FURNAS FARMHOUSE, ABOUT 50 METERS EAST OF THE CENTER LINE OF A
 NK0711'NORTH-SOUTH ROAD, AND ABOUT 5 METERS NORTH OF THE FENCE ON THE
 NK0711'HALF-SECTION LINE RUNNING EAST AND WEST.
 NK0711'
 NK0711'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NK0711'DISKS SET IN CONCRETE.
 NK0711'
 NK0711'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION ON THE EAST
 NK0711'SIDE OF THE ROAD AT THE FENCE LINE.  IT IS ABOUT 3 FEET NORTH
 NK0711'OF A SMALL BUSH.
 NK0711'
 NK0711'REFERENCE MARK NO. 2 IS WEST BY SOUTH OF THE STATION ON THE
 NK0711'EAST SIDE OF THE ROAD AT THE FENCE LINE.  IT IS ABOUT 10 FEET
 NK0711'SOUTH OF THE FENCE ON THE HALF-SECTION LINE, AND ABOUT 10 FEET
 NK0711'SOUTHEAST BY SOUTH OF A LARGE OAK TREE, DIRECTLY OPPOSITE THE
 NK0711'ROAD LEADING INTO THE FURNAS FARMYARD ON THE WEST SIDE OF THE
 NK0711'ROAD.
 NK0711'
 NK0711'THE STATION MARK IS 1 FOOT BELOW THE SURFACE, THE REFERENCE
 NK0711'MARKS ARE FLUSH WITH THE GROUND.  ALL MEASUREMENTS ARE SLOPE
 NK0711'DISTANCES.
 NK0711'
 NK0711'HEIGHT OF SIGNAL ABOVE STATION MARK - 29 METERS.
 NK0711
 NK0711                          STATION RECOVERY (1928)
 NK0711
 NK0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (EOH)
 NK0711'STATION RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 NK0711'ORIGINAL DESCRIPTION.
 NK0711
 NK0711                          STATION RECOVERY (1934)
 NK0711
 NK0711'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 NK0711'ALL MARKS ARE IN GOOD CONDITION.  THIS LAND IS NOW OWNED BY
 NK0711'MR. C. PEASLEY.
 NK0711'
 NK0711'REFERENCE MARK NO. 2 IS 12.5 FEET SOUTH OF THE INTERSECTION OF
 NK0711'THE EAST-WEST FENCE ON THE CENTER LINE OF SECTION 8 WITH THE
 NK0711'EAST ROAD FENCE, 1 FOOT WEST OF THE ROAD FENCE.  (THE LARGE
 NK0711'OAK TREE AS BEEN CUT DOWN.)
 NK0711'
 NK0711'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 1 FOOT WEST
 NK0711'OF THE EAST ROAD FENCE AND ABOUT 213 FEET SOUTH OF REFERENCE
 NK0711'MARK NO. 2.  (THERE ARE NOW SEVERAL SMALL BUSHES ALONG THIS
 NK0711'FENCE.)
 NK0711
 NK0711                          STATION RECOVERY (1935)
 NK0711
 NK0711'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1935
 NK0711'THE STATION WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 NK0711'THE REFERENCE MARKS WERE RECOVERED.
 NK0711
 NK0711                          STATION RECOVERY (1984)
 NK0711
 NK0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NK0711'THE RECESSED STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 NK0711'APPARENT GOOD CONDITION.  THE STATION IS LOCATED IN A CULTIVATED FIELD
 NK0711'WITH TALL CORN GROWNING AT THE TIME THE STATION WAS VISITED. SINCE
 NK0711'NEITHER REFERENCE MARK COULD BE SEEN FROM THE STATION, BECAUSE OF THE
 NK0711'CORN, THE STATION WAS NOT OCCUPIED THIS DATE.  IT WAS NOTED THAT THE
 NK0711'DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 WAS 313.1 FT, (95.4
 NK0711'M) RATHER THAN 213 FT (64.9 M) AS STATED IN THE 1934 RECOVERY NOTE.
 NK0711'WITNESS POSTS WERE PLACED AT THE REFERENCE MARKS AND IN A FENCE LINE
 NK0711'NEAR THE STATION MARK.  THERE IS NO AZIMUTH MARK FOR THIS STATION.  A
 NK0711'MORE COMPLETE DESCRIPTION THAN IS AVAILABLE FOR THE STATION FOLLOWS.
 NK0711'THE STATION IS LOCATED ABOUT 16.9 KM (10.50 MI) SOUTH-SOUTHWEST OF
 NK0711'GARDEN CITY, 8.8 KM (5.45 MI) NORTH OF NEVADA, 8.8 KM (5.45 MI)
 NK0711'SOUTHWEST OF MCCALLSBURG, IN THE SW CORNER OF THE NW1/4, SEC8, T84N,
 NK0711'R22W AND ON PROPERTY HELD IN AN ESTATE ADMINISTERED BY R G PARSLEY,
 NK0711'1225 ORCHARD DRIVES, AMES, IA 50010, TELEPHONE 515-232-6088.  THE
 NK0711'PROPERTY IS FARMED BY LARRY DONALDSON, ROUTE 2, NEVADA, IA 50201,
 NK0711'TELEPHONE 515-382-5637.  TO REACH THE STATION FROM THE POST OFFICE IN
 NK0711'MCCALLSBURG, GO NORTH ON A GRAVELED STREET FOR 0.16 KM (0.10 MI) TO
 NK0711'STORY COUNTY ROAD E18.  TURN LEFT AND GO WEST ON ROAD E18 FOR 4.59 KM
 NK0711'(2.85 MI) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 NK0711'GRAVELED ROAD FOR 7.48 KM (4.65 MI) TO THE STATION ON THE LEFT,
 NK0711'OPPOSITE AND ABOUT 150 YARDS EAST-SOUTHEAST OF A RED BRICK HOUSE ON
 NK0711'THE WEST SIDE OF THE ROAD.  THE STATION IS A STANDARD CGS DISK STAMPED
 NK0711'---FURNAS 1926--- SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 36.0 CM
 NK0711'IN DIAMETER RECESSED 36 CM BELOW THE GROUND.  LOCATED 51.2 METERS
 NK0711'(168.0 FT) EAST FROM THE CENTERLINE OF THE ROAD, 5.12 METERS (16.80
 NK0711'FT) NORTH FROM A WITNESS POST SET IN AN EAST/WEST FENCELINE.
 NK0711'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED ---FURNAS NO 1
 NK0711'1926--- SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 36.0 CM IN
 NK0711'DIAMETER FLUSH WITH GROUND.  LOCATED 95.43 METERS (313.09 FT) SOUTH
 NK0711'FROM REFERENCE MARK 2, 9.3 METERS (30.5 FT) EAST FROM THE CENTERLINE
 NK0711'OF THE ROAD, 0.40 METERS (1.31 FT) NORTH FROM A WITNESS POST.
 NK0711'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED ---FURNAS NO 2
 NK0711'1926--- SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 36.0 CM IN
 NK0711'DIAMETER FLUSH WITH GROUND.  LOCATED 9.2 METERS (30.2 FT) EAST FROM
 NK0711'THE CENTERLINE OF THE ROAD, 7.0 METERS (23.0 FT) SOUTH FROM THE
 NK0711'CENTERLINE OF A FIELD ENTRANCE, 3.05 METERS (10.01 FT) SOUTH FROM AN
 NK0711'OLD FENCE LINE AND A POST, 0.46 METERS (1.51 FT) NORTH FROM A WITNESS
 NK0711'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0121 ***********************************************************************
 OP0121  DESIGNATION -  G 1
 OP0121  PID         -  OP0121
 OP0121  STATE/COUNTY-  IA/KOSSUTH
 OP0121  USGS QUAD   -  BANCROFT (1972)
 OP0121
 OP0121                         *CURRENT SURVEY CONTROL
 OP0121  ___________________________________________________________________
 OP0121* NAD 83(1986)-  43 18 25.     (N)    094 13 02.     (W)     SCALED    
 OP0121* NAVD 88     -       352.163  (meters)    1155.39   (feet)  ADJUSTED  
 OP0121  ___________________________________________________________________
 OP0121  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 OP0121  DYNAMIC HT  -         352.074 (meters)    1155.10  (feet)  COMP
 OP0121  MODELED GRAV-     980,358.6   (mgal)                       NAVD 88
 OP0121
 OP0121  VERT ORDER  -  FIRST     CLASS II
 OP0121
 OP0121.The horizontal coordinates were scaled from a topographic map and have
 OP0121.an estimated accuracy of +/- 6 seconds.
 OP0121
 OP0121.The orthometric height was determined by differential leveling
 OP0121.and adjusted by the National Geodetic Survey in June 1991..
 OP0121
 OP0121.The geoid height was determined by GEOID03.
 OP0121
 OP0121.The dynamic height is computed by dividing the NAVD 88
 OP0121.geopotential number by the normal gravity value computed on the
 OP0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0121.degrees latitude (g = 980.6199 gals.).
 OP0121
 OP0121.The modeled gravity was interpolated from observed gravity values.
 OP0121
 OP0121;                    North         East    Units  Estimated Accuracy
 OP0121;SPC IA N     - 1,200,960.    1,441,810.      MT  (+/- 180 meters Scaled)
 OP0121
 OP0121                          SUPERSEDED SURVEY CONTROL
 OP0121
 OP0121  NGVD 29 (??/??/92)  352.112  (m)         1155.22   (f) ADJ UNCH    1 2
 OP0121
 OP0121.Superseded values are not recommended for survey control.
 OP0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0121.See file dsdata.txt to determine how the superseded data were derived.
 OP0121
 OP0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH012956(NAD 83)
 OP0121_MARKER: DB = BENCH MARK DISK
 OP0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0121_SP_SET: BRIDGE
 OP0121_STAMPING: 1155.221 G 1 1930
 OP0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0121
 OP0121  HISTORY     - Date     Condition        Report By
 OP0121  HISTORY     - 1930     MONUMENTED       CGS
 OP0121  HISTORY     - 1934     GOOD             NGS
 OP0121
 OP0121                          STATION DESCRIPTION
 OP0121
 OP0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0121'1.0 MI N FROM BANCROFT.
 OP0121'1.0 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OP0121'BANCROFT, KOSSUTH COUNTY, AT THE NORTH ABUTMENT OF RAILROAD BRIDGE
 OP0121'836, AND IN THE WEST END OF THE BRIDGE SEAT.  A STANDARD DISK, STAMPED
 OP0121'1155.221 G 1 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0195 ***********************************************************************
 MH0195  DESIGNATION -  G 10
 MH0195  PID         -  MH0195
 MH0195  STATE/COUNTY-  IA/JASPER
 MH0195  USGS QUAD   -  MINGO (1975)
 MH0195
 MH0195                         *CURRENT SURVEY CONTROL
 MH0195  ___________________________________________________________________
 MH0195* NAD 83(1986)-  41 46 07.     (N)    093 17 01.     (W)     SCALED    
 MH0195* NAVD 88     -       252.200  (meters)     827.43   (feet)  ADJUSTED  
 MH0195  ___________________________________________________________________
 MH0195  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 MH0195  DYNAMIC HT  -         252.097 (meters)     827.09  (feet)  COMP
 MH0195  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 MH0195
 MH0195  VERT ORDER  -  FIRST     CLASS II
 MH0195
 MH0195.The horizontal coordinates were scaled from a topographic map and have
 MH0195.an estimated accuracy of +/- 6 seconds.
 MH0195
 MH0195.The orthometric height was determined by differential leveling
 MH0195.and adjusted by the National Geodetic Survey in June 1991..
 MH0195
 MH0195.The geoid height was determined by GEOID03.
 MH0195
 MH0195.The dynamic height is computed by dividing the NAVD 88
 MH0195.geopotential number by the normal gravity value computed on the
 MH0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0195.degrees latitude (g = 980.6199 gals.).
 MH0195
 MH0195.The modeled gravity was interpolated from observed gravity values.
 MH0195
 MH0195;                    North         East    Units  Estimated Accuracy
 MH0195;SPC IA S     -   196,430.      517,990.      MT  (+/- 180 meters Scaled)
 MH0195
 MH0195                          SUPERSEDED SURVEY CONTROL
 MH0195
 MH0195  NGVD 29 (??/??/92)  252.170  (m)          827.33   (f) ADJ UNCH    1 2
 MH0195
 MH0195.Superseded values are not recommended for survey control.
 MH0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0195.See file dsdata.txt to determine how the superseded data were derived.
 MH0195
 MH0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG764241(NAD 83)
 MH0195_MARKER: DB = BENCH MARK DISK
 MH0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0195_STAMPING: G 10 1933
 MH0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0195+STABILITY: SURFACE MOTION
 MH0195
 MH0195  HISTORY     - Date     Condition        Report By
 MH0195  HISTORY     - 1933     MONUMENTED       CGS
 MH0195  HISTORY     - 1934     GOOD             NGS
 MH0195
 MH0195                          STATION DESCRIPTION
 MH0195
 MH0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0195'AT MINGO.
 MH0195'AT MINGO, JASPER COUNTY, 75 FEET WEST OF THE CHICAGO GREAT
 MH0195'WESTERN RAILROAD STATION, 50 FEET SOUTH OF THE CENTERLINE OF THE
 MH0195'MAIN TRACK, 40 FEET WEST OF THE CENTER OF A ROAD CROSSING, AND
 MH0195'35 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CLARK BROWN
 MH0195'GRAIN CO. BUILDING.  A STANDARD DISK, STAMPED G 10 1933 AND SET
 MH0195'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0351 ***********************************************************************
 MJ0351  DESIGNATION -  G 100
 MJ0351  PID         -  MJ0351
 MJ0351  STATE/COUNTY-  IA/CARROLL
 MJ0351  USGS QUAD   -  MANNING (1978)
 MJ0351
 MJ0351                         *CURRENT SURVEY CONTROL
 MJ0351  ___________________________________________________________________
 MJ0351* NAD 83(1986)-  41 53 30.     (N)    095 01 42.     (W)     SCALED    
 MJ0351* NAVD 88     -       413.749  (meters)    1357.44   (feet)  ADJUSTED  
 MJ0351  ___________________________________________________________________
 MJ0351  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 MJ0351  DYNAMIC HT  -         413.566 (meters)    1356.84  (feet)  COMP
 MJ0351  MODELED GRAV-     980,168.0   (mgal)                       NAVD 88
 MJ0351
 MJ0351  VERT ORDER  -  SECOND    CLASS 0
 MJ0351
 MJ0351.The horizontal coordinates were scaled from a topographic map and have
 MJ0351.an estimated accuracy of +/- 6 seconds.
 MJ0351
 MJ0351.The orthometric height was determined by differential leveling
 MJ0351.and adjusted by the National Geodetic Survey in June 1991..
 MJ0351
 MJ0351.The geoid height was determined by GEOID03.
 MJ0351
 MJ0351.The dynamic height is computed by dividing the NAVD 88
 MJ0351.geopotential number by the normal gravity value computed on the
 MJ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0351.degrees latitude (g = 980.6199 gals.).
 MJ0351
 MJ0351.The modeled gravity was interpolated from observed gravity values.
 MJ0351
 MJ0351;                    North         East    Units  Estimated Accuracy
 MJ0351;SPC IA N     - 1,044,650.    1,373,160.      MT  (+/- 180 meters Scaled)
 MJ0351
 MJ0351                          SUPERSEDED SURVEY CONTROL
 MJ0351
 MJ0351  NGVD 29 (??/??/92)  413.625  (m)         1357.03   (f) ADJ UNCH    2 0
 MJ0351
 MJ0351.Superseded values are not recommended for survey control.
 MJ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0351.See file dsdata.txt to determine how the superseded data were derived.
 MJ0351
 MJ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG317397(NAD 83)
 MJ0351_MARKER: DB = BENCH MARK DISK
 MJ0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0351_STAMPING: G 100 1935
 MJ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0351+STABILITY: SURFACE MOTION
 MJ0351
 MJ0351  HISTORY     - Date     Condition        Report By
 MJ0351  HISTORY     - 1935     MONUMENTED       CGS
 MJ0351
 MJ0351                          STATION DESCRIPTION
 MJ0351
 MJ0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0351'4.5 MI NW FROM GRAY.
 MJ0351'IN CARROLL COUNTY, 4.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH
 MJ0351'WESTERN RAILWAY FROM THE STATION AT GRAY, AUDUBON COUNTY, AT POLE
 MJ0351'20+09, AT AN EAST-AND-WEST ROAD CROSSING, 47 FEET SOUTHWEST OF THE
 MJ0351'CENTERLINE OF THE TRACK, 22 FEET SOUTH OF THE CENTERLINE OF THE
 MJ0351'ROAD, 47 FEET SOUTHWEST AND 9 FEET SOUTHEAST OF CULVERT 2510,
 MJ0351'4 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, AND LEVEL WITH THE
 MJ0351'TRACK.  A STANDARD DISK STAMPED G 100 1935 AND SET IN THE TOP
 MJ0351'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0146 ***********************************************************************
 MJ0146  DESIGNATION -  G 104 RESET
 MJ0146  PID         -  MJ0146
 MJ0146  STATE/COUNTY-  IA/UNION
 MJ0146  USGS QUAD   -  CRESTON EAST (1980)
 MJ0146
 MJ0146                         *CURRENT SURVEY CONTROL
 MJ0146  ___________________________________________________________________
 MJ0146* NAD 83(1986)-  41 07 19.     (N)    094 21 26.     (W)     SCALED    
 MJ0146* NAVD 88     -       409.75   (meters)    1344.3    (feet)  RESET     
 MJ0146  ___________________________________________________________________
 MJ0146  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 MJ0146
 MJ0146  VERT ORDER  -  THIRD
 MJ0146
 MJ0146.The horizontal coordinates were scaled from a topographic map and have
 MJ0146.an estimated accuracy of +/- 6 seconds.
 MJ0146
 MJ0146.The orthometric height was computed from unverified reset data.
 MJ0146
 MJ0146.The geoid height was determined by GEOID03.
 MJ0146
 MJ0146;                    North         East    Units  Estimated Accuracy
 MJ0146;SPC IA S     -   124,950.      428,020.      MT  (+/- 180 meters Scaled)
 MJ0146
 MJ0146                          SUPERSEDED SURVEY CONTROL
 MJ0146
 MJ0146.No superseded survey control is available for this station.
 MJ0146
 MJ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF860531(NAD 83)
 MJ0146_MARKER: DD = SURVEY DISK
 MJ0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0146_STAMPING: G 104 RESET 1967
 MJ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0146+STABILITY: SURFACE MOTION
 MJ0146
 MJ0146  HISTORY     - Date     Condition        Report By
 MJ0146  HISTORY     - 1967     MONUMENTED       IAHD
 MJ0146  HISTORY     - 1967     GOOD             NGS
 MJ0146
 MJ0146                          STATION DESCRIPTION
 MJ0146
 MJ0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MJ0146'1.8 MI S FROM SPAULDING.
 MJ0146'ABOUT 1.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MJ0146'RAILROAD FROM THE MAIN INTERSECTION AT THE VILLAGE OF SPAULDING,
 MJ0146'300 FEET NORTH-NORTHWEST OF A RAILROAD CROSSING, 76 FEET WEST OF
 MJ0146'THE CENTER OF A NORTH-SOUTH ROAD, 49.5 FEET EAST OF THE EAST
 MJ0146'RAIL OF RAILROAD TRACK, 2.5 FEET NORTHWEST OF SOUTH BRACE POST
 MJ0146'WHERE FENCES FORM A V, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE,
 MJ0146'AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST WHICH
 MJ0146'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0046 ***********************************************************************
 LF0046  DESIGNATION -  G 105
 LF0046  PID         -  LF0046
 LF0046  STATE/COUNTY-  IA/RINGGOLD
 LF0046  USGS QUAD   -  BENTON (1981)
 LF0046
 LF0046                         *CURRENT SURVEY CONTROL
 LF0046  ___________________________________________________________________
 LF0046* NAD 83(1986)-  40 41 50.     (N)    094 16 58.     (W)     SCALED    
 LF0046* NAVD 88     -       362.766  (meters)    1190.17   (feet)  ADJUSTED  
 LF0046  ___________________________________________________________________
 LF0046  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 LF0046  DYNAMIC HT  -         362.582 (meters)    1189.57  (feet)  COMP
 LF0046  MODELED GRAV-     980,107.5   (mgal)                       NAVD 88
 LF0046
 LF0046  VERT ORDER  -  SECOND    CLASS 0
 LF0046
 LF0046.The horizontal coordinates were scaled from a topographic map and have
 LF0046.an estimated accuracy of +/- 6 seconds.
 LF0046
 LF0046.The orthometric height was determined by differential leveling
 LF0046.and adjusted by the National Geodetic Survey in June 1991..
 LF0046
 LF0046.The geoid height was determined by GEOID03.
 LF0046
 LF0046.The dynamic height is computed by dividing the NAVD 88
 LF0046.geopotential number by the normal gravity value computed on the
 LF0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0046.degrees latitude (g = 980.6199 gals.).
 LF0046
 LF0046.The modeled gravity was interpolated from observed gravity values.
 LF0046
 LF0046;                    North         East    Units  Estimated Accuracy
 LF0046;SPC IA S     -    77,720.      433,840.      MT  (+/- 180 meters Scaled)
 LF0046
 LF0046                          SUPERSEDED SURVEY CONTROL
 LF0046
 LF0046  NGVD 29 (??/??/92)  362.663  (m)         1189.84   (f) ADJ UNCH    2 0
 LF0046
 LF0046.Superseded values are not recommended for survey control.
 LF0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0046.See file dsdata.txt to determine how the superseded data were derived.
 LF0046
 LF0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF916059(NAD 83)
 LF0046_MARKER: DB = BENCH MARK DISK
 LF0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0046_STAMPING: G 105 1935
 LF0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0046+STABILITY: SURFACE MOTION
 LF0046
 LF0046  HISTORY     - Date     Condition        Report By
 LF0046  HISTORY     - 1935     MONUMENTED       CGS
 LF0046  HISTORY     - 1978     MARK NOT FOUND   USGS
 LF0046
 LF0046                          STATION DESCRIPTION
 LF0046
 LF0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0046'3.5 MI SW FROM MOUNT AYR.
 LF0046'3.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0046'RAILROAD FROM THE COUNTY COURTHOUSE AT MOUNT ARY, RINGGOLD COUNTY,
 LF0046'8 POLES NORTHEAST OF MILEPOST 27, 134 FEET NORTHEAST OF A
 LF0046'ROAD CROSSING, 38 FEET SOUTHEAST OF THE CENTERLINE OF THE
 LF0046'TRACK, 7 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 LF0046'3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED G 105
 LF0046'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0046
 LF0046                          STATION RECOVERY (1978)
 LF0046
 LF0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LF0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0008 ***********************************************************************
 LF0008  DESIGNATION -  G 106
 LF0008  PID         -  LF0008
 LF0008  STATE/COUNTY-  IA/TAYLOR
 LF0008  USGS QUAD   -  CLEARFIELD (1981)
 LF0008
 LF0008                         *CURRENT SURVEY CONTROL
 LF0008  ___________________________________________________________________
 LF0008* NAD 83(1986)-  40 48 06.     (N)    094 28 40.     (W)     SCALED    
 LF0008* NAVD 88     -       383.994  (meters)    1259.82   (feet)  ADJUSTED  
 LF0008  ___________________________________________________________________
 LF0008  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 LF0008  DYNAMIC HT  -         383.798 (meters)    1259.18  (feet)  COMP
 LF0008  MODELED GRAV-     980,103.4   (mgal)                       NAVD 88
 LF0008
 LF0008  VERT ORDER  -  SECOND    CLASS 0
 LF0008
 LF0008.The horizontal coordinates were scaled from a topographic map and have
 LF0008.an estimated accuracy of +/- 6 seconds.
 LF0008
 LF0008.The orthometric height was determined by differential leveling
 LF0008.and adjusted by the National Geodetic Survey in June 1991..
 LF0008
 LF0008.The geoid height was determined by GEOID03.
 LF0008
 LF0008.The dynamic height is computed by dividing the NAVD 88
 LF0008.geopotential number by the normal gravity value computed on the
 LF0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0008.degrees latitude (g = 980.6199 gals.).
 LF0008
 LF0008.The modeled gravity was interpolated from observed gravity values.
 LF0008
 LF0008;                    North         East    Units  Estimated Accuracy
 LF0008;SPC IA S     -    89,490.      417,490.      MT  (+/- 180 meters Scaled)
 LF0008
 LF0008                          SUPERSEDED SURVEY CONTROL
 LF0008
 LF0008  NGVD 29 (??/??/92)  383.868  (m)         1259.41   (f) ADJ UNCH    2 0
 LF0008
 LF0008.Superseded values are not recommended for survey control.
 LF0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0008.See file dsdata.txt to determine how the superseded data were derived.
 LF0008
 LF0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF753177(NAD 83)
 LF0008_MARKER: DB = BENCH MARK DISK
 LF0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0008_STAMPING: G 106 1935
 LF0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0008+STABILITY: SURFACE MOTION
 LF0008
 LF0008  HISTORY     - Date     Condition        Report By
 LF0008  HISTORY     - 1935     MONUMENTED       CGS
 LF0008  HISTORY     - 1984     GOOD             LOCENG
 LF0008
 LF0008                          STATION DESCRIPTION
 LF0008
 LF0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0008'AT CLEARFIELD.
 LF0008'AT CLEARFIELD, TAYLOR COUNTY, ON THE CHICAGO, BURLINGTON AND
 LF0008'QUINCY RAILROAD, 153 FEET SOUTHWEST OF THE STATION, AT A STREET
 LF0008'CROSSING, 45 FEET NORTHEAST OF THE CENTERLINE OF THE STREET, 24
 LF0008'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE
 LF0008'TRACK.  A STANDARD DISK, STAMPED G 106 1935 AND SET IN THE TOP
 LF0008'OF A CONCRETE POST.
 LF0008
 LF0008                          STATION RECOVERY (1984)
 LF0008
 LF0008'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 LF0008'RAILROAD TRACKS GONE, BUT MONUMENT STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0220 ***********************************************************************
 LF0220  DESIGNATION -  G 107
 LF0220  PID         -  LF0220
 LF0220  STATE/COUNTY-  IA/PAGE
 LF0220  USGS QUAD   -  COIN (1981)
 LF0220
 LF0220                         *CURRENT SURVEY CONTROL
 LF0220  ___________________________________________________________________
 LF0220* NAD 83(1986)-  40 43 56.     (N)    095 13 38.     (W)     SCALED    
 LF0220* NAVD 88     -       340.138  (meters)    1115.94   (feet)  ADJUSTED  
 LF0220  ___________________________________________________________________
 LF0220  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LF0220  DYNAMIC HT  -         339.955 (meters)    1115.34  (feet)  COMP
 LF0220  MODELED GRAV-     980,078.7   (mgal)                       NAVD 88
 LF0220
 LF0220  VERT ORDER  -  SECOND    CLASS 0
 LF0220
 LF0220.The horizontal coordinates were scaled from a topographic map and have
 LF0220.an estimated accuracy of +/- 6 seconds.
 LF0220
 LF0220.The orthometric height was determined by differential leveling
 LF0220.and adjusted by the National Geodetic Survey in June 1991..
 LF0220
 LF0220.The geoid height was determined by GEOID03.
 LF0220
 LF0220.The dynamic height is computed by dividing the NAVD 88
 LF0220.geopotential number by the normal gravity value computed on the
 LF0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0220.degrees latitude (g = 980.6199 gals.).
 LF0220
 LF0220.The modeled gravity was interpolated from observed gravity values.
 LF0220
 LF0220;                    North         East    Units  Estimated Accuracy
 LF0220;SPC IA S     -    82,760.      354,110.      MT  (+/- 180 meters Scaled)
 LF0220
 LF0220                          SUPERSEDED SURVEY CONTROL
 LF0220
 LF0220  NGVD 29 (??/??/92)  340.010  (m)         1115.52   (f) ADJ UNCH    2 0
 LF0220
 LF0220.Superseded values are not recommended for survey control.
 LF0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0220.See file dsdata.txt to determine how the superseded data were derived.
 LF0220
 LF0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF119114(NAD 83)
 LF0220_MARKER: DB = BENCH MARK DISK
 LF0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0220_STAMPING: G 107 1935
 LF0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0220+STABILITY: SURFACE MOTION
 LF0220
 LF0220  HISTORY     - Date     Condition        Report By
 LF0220  HISTORY     - 1935     MONUMENTED       CGS
 LF0220  HISTORY     - 1941     GOOD             NGS
 LF0220  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0220
 LF0220                          STATION DESCRIPTION
 LF0220
 LF0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0220'1.3 MI SE FROM NORWICH.
 LF0220'1.3 MILES SOUTHEAST ALONG THE ABANDONED CHICAGO, BURLINGTON AND
 LF0220'QUINCY RAILROAD FROM THE STATION AT NORWICH, PAGE COUNTY, AT THE
 LF0220'CROSSING OF STATE HIGHWAY 208, AT POLE 235+01, 24 FEET EAST OF THE
 LF0220'CENTERLINE OF THE HIGHWAY, 13 FEET SOUTH OF THE CENTERLINE OF THE
 LF0220'OLD ROADBED, 3 FEET NORTH OF A CROSSING SIGN, AND 8 INCHES HIGHER
 LF0220'THAN THE OLD ROADBED.  A STANDARD DISK, STAMPED G 107 1935 AND
 LF0220'SET IN THE TOP OF A CONCRETE POST.
 LF0220
 LF0220                          STATION RECOVERY (1976)
 LF0220
 LF0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0536 ***********************************************************************
 MJ0536  DESIGNATION -  G 108
 MJ0536  PID         -  MJ0536
 MJ0536  STATE/COUNTY-  IA/MONTGOMERY
 MJ0536  USGS QUAD   -  RED OAK NORTH (1978)
 MJ0536
 MJ0536                         *CURRENT SURVEY CONTROL
 MJ0536  ___________________________________________________________________
 MJ0536* NAD 83(1986)-  41 00 34.     (N)    095 11 42.     (W)     SCALED    
 MJ0536* NAVD 88     -       348.962  (meters)    1144.89   (feet)  ADJUSTED  
 MJ0536  ___________________________________________________________________
 MJ0536  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 MJ0536  DYNAMIC HT  -         348.790 (meters)    1144.32  (feet)  COMP
 MJ0536  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 MJ0536
 MJ0536  VERT ORDER  -  SECOND    CLASS 0
 MJ0536
 MJ0536.The horizontal coordinates were scaled from a topographic map and have
 MJ0536.an estimated accuracy of +/- 6 seconds.
 MJ0536
 MJ0536.The orthometric height was determined by differential leveling
 MJ0536.and adjusted by the National Geodetic Survey in June 1991..
 MJ0536
 MJ0536.The geoid height was determined by GEOID03.
 MJ0536
 MJ0536.The dynamic height is computed by dividing the NAVD 88
 MJ0536.geopotential number by the normal gravity value computed on the
 MJ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0536.degrees latitude (g = 980.6199 gals.).
 MJ0536
 MJ0536.The modeled gravity was interpolated from observed gravity values.
 MJ0536
 MJ0536;                    North         East    Units  Estimated Accuracy
 MJ0536;SPC IA S     -   113,490.      357,430.      MT  (+/- 180 meters Scaled)
 MJ0536
 MJ0536                          SUPERSEDED SURVEY CONTROL
 MJ0536
 MJ0536  NGVD 29 (??/??/92)  348.866  (m)         1144.57   (f) ADJ UNCH    2 0
 MJ0536
 MJ0536.Superseded values are not recommended for survey control.
 MJ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0536.See file dsdata.txt to determine how the superseded data were derived.
 MJ0536
 MJ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF154421(NAD 83)
 MJ0536_MARKER: DB = BENCH MARK DISK
 MJ0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0536_SP_SET: UNDERPASS
 MJ0536_STAMPING: G 108 1935
 MJ0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0536
 MJ0536  HISTORY     - Date     Condition        Report By
 MJ0536  HISTORY     - 1935     MONUMENTED       CGS
 MJ0536
 MJ0536                          STATION DESCRIPTION
 MJ0536
 MJ0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0536'2 MI E FROM RED OAK.
 MJ0536'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0536'FROM THE STATION AT RED OAK, AT UNDERPASS 440.57, IN THE NORTHEAST
 MJ0536'CORNER OF THE EAST CONCRETE ABUTMENT, 9 FEET NORTH OF THE
 MJ0536'CENTERLINE OF THE NORTH TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE
 MJ0536'TRACK.  A STANDARD DISK, STAMPED G 108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0195 ***********************************************************************
 MJ0195  DESIGNATION -  G 109
 MJ0195  PID         -  MJ0195
 MJ0195  STATE/COUNTY-  IA/ADAMS
 MJ0195  USGS QUAD   -  PRESCOTT (1980)
 MJ0195
 MJ0195                         *CURRENT SURVEY CONTROL
 MJ0195  ___________________________________________________________________
 MJ0195* NAD 83(1986)-  41 02 24.     (N)    094 30 33.     (W)     SCALED    
 MJ0195* NAVD 88     -       385.935  (meters)    1266.19   (feet)  ADJUSTED  
 MJ0195  ___________________________________________________________________
 MJ0195  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 MJ0195  DYNAMIC HT  -         385.740 (meters)    1265.55  (feet)  COMP
 MJ0195  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 MJ0195
 MJ0195  VERT ORDER  -  SECOND    CLASS 0
 MJ0195
 MJ0195.The horizontal coordinates were scaled from a topographic map and have
 MJ0195.an estimated accuracy of +/- 6 seconds.
 MJ0195
 MJ0195.The orthometric height was determined by differential leveling
 MJ0195.and adjusted by the National Geodetic Survey in June 1991..
 MJ0195
 MJ0195.The geoid height was determined by GEOID03.
 MJ0195
 MJ0195.The dynamic height is computed by dividing the NAVD 88
 MJ0195.geopotential number by the normal gravity value computed on the
 MJ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0195.degrees latitude (g = 980.6199 gals.).
 MJ0195
 MJ0195.The modeled gravity was interpolated from observed gravity values.
 MJ0195
 MJ0195;                    North         East    Units  Estimated Accuracy
 MJ0195;SPC IA S     -   115,980.      415,150.      MT  (+/- 180 meters Scaled)
 MJ0195
 MJ0195                          SUPERSEDED SURVEY CONTROL
 MJ0195
 MJ0195  NGVD 29 (??/??/92)  385.805  (m)         1265.76   (f) ADJ UNCH    2 0
 MJ0195
 MJ0195.Superseded values are not recommended for survey control.
 MJ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0195.See file dsdata.txt to determine how the superseded data were derived.
 MJ0195
 MJ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF731442(NAD 83)
 MJ0195_MARKER: DB = BENCH MARK DISK
 MJ0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0195_STAMPING: G 109 1935
 MJ0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0195+STABILITY: SURFACE MOTION
 MJ0195
 MJ0195  HISTORY     - Date     Condition        Report By
 MJ0195  HISTORY     - 1935     MONUMENTED       CGS
 MJ0195
 MJ0195                          STATION DESCRIPTION
 MJ0195
 MJ0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0195'2.3 MI W FROM CROMWELL.
 MJ0195'IN ADAMS COUNTY, 2.3 MILES WEST ALONG THE CHICAGO, BURLINGTON
 MJ0195'AND QUINCY RAILROAD FROM THE STATION AT CROMWELL, UNION COUNTY, AT
 MJ0195'OVERPASS 401.02, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 MJ0195'FOUNDATION OF THE SOUTHEAST PIER, 10 FEET SOUTH OF THE CENTERLINE
 MJ0195'OF THE SOUTH TRACK, AND 2.5 FEET HIGHER THAN THE TRACK.  A STANDARD
 MJ0195'DISK, STAMPED G 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0115 ***********************************************************************
 NK0115  DESIGNATION -  G 11
 NK0115  PID         -  NK0115
 NK0115  STATE/COUNTY-  IA/GRUNDY
 NK0115  USGS QUAD   -  REINBECK (1971)
 NK0115
 NK0115                         *CURRENT SURVEY CONTROL
 NK0115  ___________________________________________________________________
 NK0115* NAD 83(1986)-  42 21 03.     (N)    092 32 58.     (W)     SCALED    
 NK0115* NAVD 88     -       278.037  (meters)     912.19   (feet)  ADJUSTED  
 NK0115  ___________________________________________________________________
 NK0115  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 NK0115  DYNAMIC HT  -         277.939 (meters)     911.87  (feet)  COMP
 NK0115  MODELED GRAV-     980,263.7   (mgal)                       NAVD 88
 NK0115
 NK0115  VERT ORDER  -  FIRST     CLASS II
 NK0115
 NK0115.The horizontal coordinates were scaled from a topographic map and have
 NK0115.an estimated accuracy of +/- 6 seconds.
 NK0115
 NK0115.The orthometric height was determined by differential leveling
 NK0115.and adjusted by the National Geodetic Survey in June 1991..
 NK0115
 NK0115.The geoid height was determined by GEOID03.
 NK0115
 NK0115.The dynamic height is computed by dividing the NAVD 88
 NK0115.geopotential number by the normal gravity value computed on the
 NK0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0115.degrees latitude (g = 980.6199 gals.).
 NK0115
 NK0115.The modeled gravity was interpolated from observed gravity values.
 NK0115
 NK0115;                    North         East    Units  Estimated Accuracy
 NK0115;SPC IA N     - 1,094,950.    1,578,320.      MT  (+/- 180 meters Scaled)
 NK0115
 NK0115                          SUPERSEDED SURVEY CONTROL
 NK0115
 NK0115  NGVD 29 (??/??/92)  278.031  (m)          912.17   (f) ADJ UNCH    1 2
 NK0115
 NK0115.Superseded values are not recommended for survey control.
 NK0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0115.See file dsdata.txt to determine how the superseded data were derived.
 NK0115
 NK0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG371888(NAD 83)
 NK0115_MARKER: DB = BENCH MARK DISK
 NK0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0115_STAMPING: G 11 1933
 NK0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0115+STABILITY: SURFACE MOTION
 NK0115
 NK0115  HISTORY     - Date     Condition        Report By
 NK0115  HISTORY     - 1933     MONUMENTED       CGS
 NK0115  HISTORY     - 1934     GOOD             NGS
 NK0115
 NK0115                          STATION DESCRIPTION
 NK0115
 NK0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0115'1.3 MI SW FROM HICKS.
 NK0115'IN GRUNDY COUNTY, 1.3 MILES SOUTHWEST ALONG THE CHICAGO GREAT
 NK0115'WESTERN RAILROAD FROM HICKS, BLACK HAWK COUNTY, 18 FEET NORTH
 NK0115'OF POLE 287+13, 34 FEET SOUTH OF THE CENTER OF A ROAD CROSSING,
 NK0115'49 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 6 FEET SOUTH
 NK0115'OF A POLE AND FENCE CORNER.  A STANDARD DISK, STAMPED G 11 1933
 NK0115'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0270 ***********************************************************************
 MH0270  DESIGNATION -  G 110
 MH0270  PID         -  MH0270
 MH0270  STATE/COUNTY-  IA/CLARKE
 MH0270  USGS QUAD   -  OSCEOLA (1983)
 MH0270
 MH0270                         *CURRENT SURVEY CONTROL
 MH0270  ___________________________________________________________________
 MH0270* NAD 83(1986)-  41 01 31.     (N)    093 48 06.     (W)     SCALED    
 MH0270* NAVD 88     -       348.496  (meters)    1143.36   (feet)  ADJUSTED  
 MH0270  ___________________________________________________________________
 MH0270  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 MH0270  DYNAMIC HT  -         348.330 (meters)    1142.81  (feet)  COMP
 MH0270  MODELED GRAV-     980,139.4   (mgal)                       NAVD 88
 MH0270
 MH0270  VERT ORDER  -  SECOND    CLASS 0
 MH0270
 MH0270.The horizontal coordinates were scaled from a topographic map and have
 MH0270.an estimated accuracy of +/- 6 seconds.
 MH0270
 MH0270.The orthometric height was determined by differential leveling
 MH0270.and adjusted by the National Geodetic Survey in June 1991..
 MH0270
 MH0270.The geoid height was determined by GEOID03.
 MH0270
 MH0270.The dynamic height is computed by dividing the NAVD 88
 MH0270.geopotential number by the normal gravity value computed on the
 MH0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0270.degrees latitude (g = 980.6199 gals.).
 MH0270
 MH0270.The modeled gravity was interpolated from observed gravity values.
 MH0270
 MH0270;                    North         East    Units  Estimated Accuracy
 MH0270;SPC IA S     -   113,900.      474,630.      MT  (+/- 180 meters Scaled)
 MH0270
 MH0270                          SUPERSEDED SURVEY CONTROL
 MH0270
 MH0270  NGVD 29 (??/??/92)  348.410  (m)         1143.08   (f) ADJ UNCH    2 0
 MH0270
 MH0270.Superseded values are not recommended for survey control.
 MH0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0270.See file dsdata.txt to determine how the superseded data were derived.
 MH0270
 MH0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF326418(NAD 83)
 MH0270_MARKER: DB = BENCH MARK DISK
 MH0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0270_SP_SET: CULVERT
 MH0270_STAMPING: G 110 1935
 MH0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0270
 MH0270  HISTORY     - Date     Condition        Report By
 MH0270  HISTORY     - 1935     MONUMENTED       CGS
 MH0270  HISTORY     - 1980     MARK NOT FOUND   USGS
 MH0270
 MH0270                          STATION DESCRIPTION
 MH0270
 MH0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0270'1.9 MI W FROM OSCEOLA.
 MH0270'1.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0270'FROM THE STATION AT OSCEOLA, CLARKE COUNTY, OPPOSITE MILEPOST
 MH0270'362, 64 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AT A CULVERT
 MH0270'UNDER U.S. HIGHWAY 34, AND IN THE CENTER OF THE TOP OF THE NORTH
 MH0270'HEADWALL.  A STANDARD DISK, STAMPED G 110 1935.
 MH0270
 MH0270                          STATION RECOVERY (1980)
 MH0270
 MH0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MH0270'THERE HAS BEEN EXTENSIVE WIDNING OF US HWY 34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0143 ***********************************************************************
 MH0143  DESIGNATION -  G 112
 MH0143  PID         -  MH0143
 MH0143  STATE/COUNTY-  IA/MONROE
 MH0143  USGS QUAD   -  EDDYVILLE (1968)
 MH0143
 MH0143                         *CURRENT SURVEY CONTROL
 MH0143  ___________________________________________________________________
 MH0143* NAD 83(1986)-  41 07 49.     (N)    092 39 52.     (W)     SCALED    
 MH0143* NAVD 88     -       207.280  (meters)     680.05   (feet)  ADJUSTED  
 MH0143  ___________________________________________________________________
 MH0143  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 MH0143  DYNAMIC HT  -         207.188 (meters)     679.75  (feet)  COMP
 MH0143  MODELED GRAV-     980,176.2   (mgal)                       NAVD 88
 MH0143
 MH0143  VERT ORDER  -  SECOND    CLASS 0
 MH0143
 MH0143.The horizontal coordinates were scaled from a topographic map and have
 MH0143.an estimated accuracy of +/- 6 seconds.
 MH0143
 MH0143.The orthometric height was determined by differential leveling
 MH0143.and adjusted by the National Geodetic Survey in June 1991..
 MH0143
 MH0143.The geoid height was determined by GEOID03.
 MH0143
 MH0143.The dynamic height is computed by dividing the NAVD 88
 MH0143.geopotential number by the normal gravity value computed on the
 MH0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0143.degrees latitude (g = 980.6199 gals.).
 MH0143
 MH0143.The modeled gravity was interpolated from observed gravity values.
 MH0143
 MH0143;                    North         East    Units  Estimated Accuracy
 MH0143;SPC IA S     -   125,850.      570,160.      MT  (+/- 180 meters Scaled)
 MH0143
 MH0143                          SUPERSEDED SURVEY CONTROL
 MH0143
 MH0143  NGVD 29 (??/??/92)  207.267  (m)          680.01   (f) ADJ UNCH    2 0
 MH0143
 MH0143.Superseded values are not recommended for survey control.
 MH0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0143.See file dsdata.txt to determine how the superseded data were derived.
 MH0143
 MH0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF281532(NAD 83)
 MH0143_MARKER: DB = BENCH MARK DISK
 MH0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0143_STAMPING: G 112 1935
 MH0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0143+STABILITY: SURFACE MOTION
 MH0143
 MH0143  HISTORY     - Date     Condition        Report By
 MH0143  HISTORY     - 1935     MONUMENTED       CGS
 MH0143
 MH0143                          STATION DESCRIPTION
 MH0143
 MH0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0143'2.3 MI SW FROM EDDYVILLE.
 MH0143'IN MONROE COUNTY, 2.3 MILES SOUTHWEST ALONG THE MINNEAPOLIS AND
 MH0143'ST. LOUIS RAILWAY FROM BRIDGE 525 OVER DES MOINES RIVER AT EDDYVILLE,
 MH0143'WAPELLO COUNTY, AT A ROAD CROSSING, 42 FEET NORTHWEST OF THE
 MH0143'CENTERLINE OF THE TRACK, 30 FEET SOUTHWEST OF THE CENTERLINE OF THE
 MH0143'ROAD, 3 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 4-1/2
 MH0143'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 112 1935
 MH0143'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0249 ***********************************************************************
 MH0249  DESIGNATION -  G 113
 MH0249  PID         -  MH0249
 MH0249  STATE/COUNTY-  IA/MARION
 MH0249  USGS QUAD   -  BEECH (1965)
 MH0249
 MH0249                         *CURRENT SURVEY CONTROL
 MH0249  ___________________________________________________________________
 MH0249* NAD 83(1986)-  41 18 35.     (N)    093 15 09.     (W)     SCALED    
 MH0249* NAVD 88     -       268.256  (meters)     880.10   (feet)  ADJUSTED  
 MH0249  ___________________________________________________________________
 MH0249  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 MH0249  DYNAMIC HT  -         268.141 (meters)     879.73  (feet)  COMP
 MH0249  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 MH0249
 MH0249  VERT ORDER  -  SECOND    CLASS 0
 MH0249
 MH0249.The horizontal coordinates were scaled from a topographic map and have
 MH0249.an estimated accuracy of +/- 6 seconds.
 MH0249
 MH0249.The orthometric height was determined by differential leveling
 MH0249.and adjusted by the National Geodetic Survey in June 1991..
 MH0249
 MH0249.The geoid height was determined by GEOID03.
 MH0249
 MH0249.The dynamic height is computed by dividing the NAVD 88
 MH0249.geopotential number by the normal gravity value computed on the
 MH0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0249.degrees latitude (g = 980.6199 gals.).
 MH0249
 MH0249.The modeled gravity was interpolated from observed gravity values.
 MH0249
 MH0249;                    North         East    Units  Estimated Accuracy
 MH0249;SPC IA S     -   145,470.      520,730.      MT  (+/- 180 meters Scaled)
 MH0249
 MH0249                          SUPERSEDED SURVEY CONTROL
 MH0249
 MH0249  NGVD 29 (??/??/92)  268.220  (m)          879.99   (f) ADJ UNCH    2 0
 MH0249
 MH0249.Superseded values are not recommended for survey control.
 MH0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0249.See file dsdata.txt to determine how the superseded data were derived.
 MH0249
 MH0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF788731(NAD 83)
 MH0249_MARKER: DB = BENCH MARK DISK
 MH0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0249_STAMPING: G 113 1935
 MH0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0249+STABILITY: SURFACE MOTION
 MH0249
 MH0249  HISTORY     - Date     Condition        Report By
 MH0249  HISTORY     - 1935     MONUMENTED       CGS
 MH0249
 MH0249                          STATION DESCRIPTION
 MH0249
 MH0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0249'3.2 MI SE FROM KIMBALL.
 MH0249'3.2 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0249'RAILROAD FROM THE STATION AT KIMBALL, AT UNDERPASS 45.8, 25 FEET
 MH0249'SOUTHWEST OF THE CENTERLINE OF THE TRACK, 18 FEET SOUTH OF THE
 MH0249'SOUTH PIER NEAREST THE TRACK, ON THE SLOPE OF A CUT, AND ABOUT
 MH0249'2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED G 113
 MH0249'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0262 ***********************************************************************
 LE0262  DESIGNATION -  G 114
 LE0262  PID         -  LE0262
 LE0262  STATE/COUNTY-  IA/WAYNE
 LE0262  USGS QUAD   -  CLIO (1964)
 LE0262
 LE0262                         *CURRENT SURVEY CONTROL
 LE0262  ___________________________________________________________________
 LE0262* NAD 83(1986)-  40 40 51.     (N)    093 24 13.     (W)     SCALED    
 LE0262* NAVD 88     -       335.837  (meters)    1101.83   (feet)  ADJUSTED  
 LE0262  ___________________________________________________________________
 LE0262  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LE0262  DYNAMIC HT  -         335.670 (meters)    1101.28  (feet)  COMP
 LE0262  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 LE0262
 LE0262  VERT ORDER  -  SECOND    CLASS 0
 LE0262
 LE0262.The horizontal coordinates were scaled from a topographic map and have
 LE0262.an estimated accuracy of +/- 6 seconds.
 LE0262
 LE0262.The orthometric height was determined by differential leveling
 LE0262.and adjusted by the National Geodetic Survey in June 1991..
 LE0262
 LE0262.The geoid height was determined by GEOID03.
 LE0262
 LE0262.The dynamic height is computed by dividing the NAVD 88
 LE0262.geopotential number by the normal gravity value computed on the
 LE0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0262.degrees latitude (g = 980.6199 gals.).
 LE0262
 LE0262.The modeled gravity was interpolated from observed gravity values.
 LE0262
 LE0262;                    North         East    Units  Estimated Accuracy
 LE0262;SPC IA S     -    75,610.      508,150.      MT  (+/- 180 meters Scaled)
 LE0262
 LE0262                          SUPERSEDED SURVEY CONTROL
 LE0262
 LE0262  NGVD 29 (??/??/92)  335.752  (m)         1101.55   (f) ADJ UNCH    2 0
 LE0262
 LE0262.Superseded values are not recommended for survey control.
 LE0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0262.See file dsdata.txt to determine how the superseded data were derived.
 LE0262
 LE0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF658034(NAD 83)
 LE0262_MARKER: DB = BENCH MARK DISK
 LE0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0262_STAMPING: G 114 1935
 LE0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0262+STABILITY: SURFACE MOTION
 LE0262
 LE0262  HISTORY     - Date     Condition        Report By
 LE0262  HISTORY     - 1935     MONUMENTED       CGS
 LE0262
 LE0262                          STATION DESCRIPTION
 LE0262
 LE0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0262'3.2 MI SW FROM ALLERTON.
 LE0262'3.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0262'RAILROAD FROM THE CITY HALL AT ALLERTON, 2 POLES NORTHEAST OF
 LE0262'MILEPOST 368, AT A ROAD CROSSING, 42 FEET SOUTHEAST OF THE
 LE0262'CENTERLINE OF THE SOUTHEAST TRACK, 9 FEET SOUTHWEST OF THE
 LE0262'CENTERLINE OF THE ROAD, 8 FEET NORTHWEST OF THE RIGHT-OF-WAY
 LE0262'FENCE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LE0262'STAMPED G 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0403 ***********************************************************************
 LE0403  DESIGNATION -  G 115
 LE0403  PID         -  LE0403
 LE0403  STATE/COUNTY-  IA/DECATUR
 LE0403  USGS QUAD   -  GARDEN GROVE SW (1965)
 LE0403
 LE0403                         *CURRENT SURVEY CONTROL
 LE0403  ___________________________________________________________________
 LE0403* NAD 83(1986)-  40 47 06.     (N)    093 44 52.     (W)     SCALED    
 LE0403* NAVD 88     -       349.699  (meters)    1147.30   (feet)  ADJUSTED  
 LE0403  ___________________________________________________________________
 LE0403  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 LE0403  DYNAMIC HT  -         349.530 (meters)    1146.75  (feet)  COMP
 LE0403  MODELED GRAV-     980,131.2   (mgal)                       NAVD 88
 LE0403
 LE0403  VERT ORDER  -  SECOND    CLASS 0
 LE0403
 LE0403.The horizontal coordinates were scaled from a topographic map and have
 LE0403.an estimated accuracy of +/- 6 seconds.
 LE0403
 LE0403.The orthometric height was determined by differential leveling
 LE0403.and adjusted by the National Geodetic Survey in June 1991..
 LE0403
 LE0403.The geoid height was determined by GEOID03.
 LE0403
 LE0403.The dynamic height is computed by dividing the NAVD 88
 LE0403.geopotential number by the normal gravity value computed on the
 LE0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0403.degrees latitude (g = 980.6199 gals.).
 LE0403
 LE0403.The modeled gravity was interpolated from observed gravity values.
 LE0403
 LE0403;                    North         East    Units  Estimated Accuracy
 LE0403;SPC IA S     -    87,200.      479,090.      MT  (+/- 180 meters Scaled)
 LE0403
 LE0403                          SUPERSEDED SURVEY CONTROL
 LE0403
 LE0403  NGVD 29 (??/??/92)  349.614  (m)         1147.03   (f) ADJ UNCH    2 0
 LE0403
 LE0403.Superseded values are not recommended for survey control.
 LE0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0403.See file dsdata.txt to determine how the superseded data were derived.
 LE0403
 LE0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF369151(NAD 83)
 LE0403_MARKER: DB = BENCH MARK DISK
 LE0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0403_STAMPING: G 115 1935
 LE0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0403+STABILITY: SURFACE MOTION
 LE0403
 LE0403  HISTORY     - Date     Condition        Report By
 LE0403  HISTORY     - 1935     MONUMENTED       CGS
 LE0403  HISTORY     - 1969     MARK NOT FOUND   NGS
 LE0403
 LE0403                          STATION DESCRIPTION
 LE0403
 LE0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0403'3.1 MI N FROM LEON.
 LE0403'3.1 MILES NORTH ALONG U.S. HIGHWAY 69 FROM THE INTERSECTION
 LE0403'OF STATE HIGHWAY 2 AT LEON, DECATUR COUNTY, AT THE CROSSING
 LE0403'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 36 FEET EAST
 LE0403'OF THE CENTERLINE OF THE HIGHWAY, 15 FEET NORTHWEST OF THE
 LE0403'CENTERLINE OF THE TRACK, AND 5 FEET EAST OF A POWERLINE POLE.
 LE0403'A STANDARD DISK, STAMPED G 115 1935 AND SET IN THE TOP OF A
 LE0403'CONCRETE POST.
 LE0403
 LE0403                          STATION RECOVERY (1969)
 LE0403
 LE0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LE0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0300 ***********************************************************************
 MH0300  DESIGNATION -  G 116
 MH0300  PID         -  MH0300
 MH0300  STATE/COUNTY-  IA/MADISON
 MH0300  USGS QUAD   -  TRURO (1983)
 MH0300
 MH0300                         *CURRENT SURVEY CONTROL
 MH0300  ___________________________________________________________________
 MH0300* NAD 83(1986)-  41 12 35.     (N)    093 50 41.     (W)     SCALED    
 MH0300* NAVD 88     -       328.441  (meters)    1077.56   (feet)  POSTED    
 MH0300  ___________________________________________________________________
 MH0300  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 MH0300  DYNAMIC HT  -         328.290 (meters)    1077.06  (feet)  COMP
 MH0300  MODELED GRAV-     980,161.5   (mgal)                       NAVD 88
 MH0300
 MH0300  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0300
 MH0300.The horizontal coordinates were scaled from a topographic map and have
 MH0300.an estimated accuracy of +/- 6 seconds.
 MH0300
 MH0300.The orthometric height was determined by differential leveling
 MH0300.and adjusted by the National Geodetic Survey in 1992..
 MH0300.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0300.rate of 0.0 thru 1.0 mm/km.
 MH0300
 MH0300.The geoid height was determined by GEOID03.
 MH0300
 MH0300.The dynamic height is computed by dividing the NAVD 88
 MH0300.geopotential number by the normal gravity value computed on the
 MH0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0300.degrees latitude (g = 980.6199 gals.).
 MH0300
 MH0300.The modeled gravity was interpolated from observed gravity values.
 MH0300
 MH0300;                    North         East    Units  Estimated Accuracy
 MH0300;SPC IA S     -   134,400.      471,090.      MT  (+/- 180 meters Scaled)
 MH0300
 MH0300                          SUPERSEDED SURVEY CONTROL
 MH0300
 MH0300  NGVD 29 (??/??/92)  328.392  (m)         1077.40   (f) ADJ UNCH    2 0
 MH0300
 MH0300.Superseded values are not recommended for survey control.
 MH0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0300.See file dsdata.txt to determine how the superseded data were derived.
 MH0300
 MH0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF291623(NAD 83)
 MH0300_MARKER: DB = BENCH MARK DISK
 MH0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0300_STAMPING: G 116 1935
 MH0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0300+STABILITY: SURFACE MOTION
 MH0300
 MH0300  HISTORY     - Date     Condition        Report By
 MH0300  HISTORY     - 1935     MONUMENTED       CGS
 MH0300  HISTORY     - 1980     MARK NOT FOUND   USGS
 MH0300
 MH0300                          STATION DESCRIPTION
 MH0300
 MH0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0300'AT TRURO.
 MH0300'AT TRURO, MADISON COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MH0300'RAILROAD, 45 FEET NORTHEAST OF THE SOUTHEAST END OF THE STATION,
 MH0300'AT A ROAD CROSSING, 60 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 MH0300'24 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, AND 2 FEET
 MH0300'SOUTHWEST OF A POLE WITH A CABLE LEADING TO THE STATION.  A
 MH0300'STANDARD DISK, STAMPED G 116 1935 AND SET IN THE TOP OF A CONCRETE
 MH0300'POST.
 MH0300
 MH0300                          STATION RECOVERY (1980)
 MH0300
 MH0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MH0300'THE DESCRIPTION PUTS THE MARK UNDER THE LIONS CLUB BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0216 ***********************************************************************
 LE0216  DESIGNATION -  G 118
 LE0216  PID         -  LE0216
 LE0216  STATE/COUNTY-  IA/WAYNE
 LE0216  USGS QUAD   -  HUMESTON (1982)
 LE0216
 LE0216                         *CURRENT SURVEY CONTROL
 LE0216  ___________________________________________________________________
 LE0216* NAD 83(1986)-  40 45 39.     (N)    093 30 00.     (W)     SCALED    
 LE0216* NAVD 88     -       339.243  (meters)    1113.00   (feet)  ADJUSTED  
 LE0216  ___________________________________________________________________
 LE0216  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 LE0216  DYNAMIC HT  -         339.077 (meters)    1112.46  (feet)  COMP
 LE0216  MODELED GRAV-     980,126.9   (mgal)                       NAVD 88
 LE0216
 LE0216  VERT ORDER  -  SECOND    CLASS 0
 LE0216
 LE0216.The horizontal coordinates were scaled from a topographic map and have
 LE0216.an estimated accuracy of +/- 6 seconds.
 LE0216
 LE0216.The orthometric height was determined by differential leveling
 LE0216.and adjusted by the National Geodetic Survey in June 1991..
 LE0216
 LE0216.The geoid height was determined by GEOID03.
 LE0216
 LE0216.The dynamic height is computed by dividing the NAVD 88
 LE0216.geopotential number by the normal gravity value computed on the
 LE0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0216.degrees latitude (g = 980.6199 gals.).
 LE0216
 LE0216.The modeled gravity was interpolated from observed gravity values.
 LE0216
 LE0216;                    North         East    Units  Estimated Accuracy
 LE0216;SPC IA S     -    84,490.      500,000.      MT  (+/- 180 meters Scaled)
 LE0216
 LE0216                          SUPERSEDED SURVEY CONTROL
 LE0216
 LE0216  NGVD 29 (??/??/92)  339.161  (m)         1112.73   (f) ADJ UNCH    2 0
 LE0216
 LE0216.Superseded values are not recommended for survey control.
 LE0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0216.See file dsdata.txt to determine how the superseded data were derived.
 LE0216
 LE0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF577123(NAD 83)
 LE0216_MARKER: DB = BENCH MARK DISK
 LE0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0216_STAMPING: G 118 1935
 LE0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0216+STABILITY: SURFACE MOTION
 LE0216
 LE0216  HISTORY     - Date     Condition        Report By
 LE0216  HISTORY     - 1935     MONUMENTED       CGS
 LE0216  HISTORY     - 1960     GOOD             NGS
 LE0216
 LE0216                          STATION DESCRIPTION
 LE0216
 LE0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LE0216'4.9 MI E FROM HIGH POINT.
 LE0216'IN WAYNE COUNTY, 4.9 MILES EAST ALONG STATE HIGHWAY 2 FROM THE
 LE0216'JUNCTION OF STATE HIGHWAY 204 AT HIGH POINT, DECATUR COUNTY,
 LE0216'INSIDE THE TRIANGLE FORMED BY THE NORTH JUNCTION OF U.S.
 LE0216'HIGHWAY 65 AND STATE HIGHWAY 2, 140 FEET EAST OF THE WEST
 LE0216'VERTEX OF TRIANGLE, ABOUT 100 YARDS WEST OF THE CENTER OF
 LE0216'U.S. HIGHWAY 65, 70 FEET WEST-SOUTHWEST OF A TELEPHONE POLE,
 LE0216'60 FEET NORTH-NORTHEAST OF THE SOUTHWEST SIDE OF TRIANGLE,
 LE0216'35 FEET SOUTH-SOUTHEAST OF THE NORTHWEST SIDE OF TRIANGLE, AND
 LE0216'1 FOOT WEST OF A STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 LE0216'G 118 1935 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LE0216'6 INCHES.  NOTE-- THE TOP PART OF THE CONCRETE POST WHICH WAS
 LE0216'BROKEN OFF WAS REPLACED IN ITS ORIGINAL POSITION AND EXTRA
 LE0216'CONCRETE WAS POURED AROUND THE POST AT THE BREAK.  USE THIS BENCH
 LE0216'MARK WITH CAUTION.  TOP 16 INCHES OF CONCRETE POST BROKEN,
 LE0216'REPAIRED AND REINFORCED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0168 ***********************************************************************
 LE0168  DESIGNATION -  G 119
 LE0168  PID         -  LE0168
 LE0168  STATE/COUNTY-  IA/APPANOOSE
 LE0168  USGS QUAD   -  CENTERVILLE EAST (1979)
 LE0168
 LE0168                         *CURRENT SURVEY CONTROL
 LE0168  ___________________________________________________________________
 LE0168* NAD 83(1986)-  40 43 21.     (N)    092 51 49.     (W)     SCALED    
 LE0168* NAVD 88     -       307.975  (meters)    1010.41   (feet)  ADJUSTED  
 LE0168  ___________________________________________________________________
 LE0168  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LE0168  DYNAMIC HT  -         307.825 (meters)    1009.92  (feet)  COMP
 LE0168  MODELED GRAV-     980,128.8   (mgal)                       NAVD 88
 LE0168
 LE0168  VERT ORDER  -  SECOND    CLASS 0
 LE0168
 LE0168.The horizontal coordinates were scaled from a topographic map and have
 LE0168.an estimated accuracy of +/- 6 seconds.
 LE0168
 LE0168.The orthometric height was determined by differential leveling
 LE0168.and adjusted by the National Geodetic Survey in June 1991..
 LE0168
 LE0168.The geoid height was determined by GEOID03.
 LE0168
 LE0168.The dynamic height is computed by dividing the NAVD 88
 LE0168.geopotential number by the normal gravity value computed on the
 LE0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0168.degrees latitude (g = 980.6199 gals.).
 LE0168
 LE0168.The modeled gravity was interpolated from observed gravity values.
 LE0168
 LE0168;                    North         East    Units  Estimated Accuracy
 LE0168;SPC IA S     -    80,430.      553,770.      MT  (+/- 180 meters Scaled)
 LE0168
 LE0168                          SUPERSEDED SURVEY CONTROL
 LE0168
 LE0168  NGVD 29 (??/??/92)  307.927  (m)         1010.26   (f) ADJ UNCH    2 0
 LE0168
 LE0168.Superseded values are not recommended for survey control.
 LE0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0168.See file dsdata.txt to determine how the superseded data were derived.
 LE0168
 LE0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF115079(NAD 83)
 LE0168_MARKER: DB = BENCH MARK DISK
 LE0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0168_STAMPING: G 119 1935
 LE0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0168+STABILITY: SURFACE MOTION
 LE0168
 LE0168  HISTORY     - Date     Condition        Report By
 LE0168  HISTORY     - 1935     MONUMENTED       CGS
 LE0168
 LE0168                          STATION DESCRIPTION
 LE0168
 LE0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0168'AT CENTERVILLE.
 LE0168'AT CENTERVILLE, APPANOOSE COUNTY, ON THE CHICAGO, ROCK ISLAND
 LE0168'AND PACIFIC RAILROAD, 5 POLES SOUTHWEST OF MILEPOST 336, 162
 LE0168'FEET NORTHEAST OF THE CENTER OF THE CHICAGO, BURLINGTON AND QUINCY
 LE0168'RAILROAD CROSSING, AT A STREET CROSSING, 33 FEET NORTHEAST
 LE0168'OF THE CENTERLINE OF THE STREET, 30 FEET NORTHWEST OF THE
 LE0168'CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD
 LE0168'DISK, STAMPED G 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0604 ***********************************************************************
 NJ0604  DESIGNATION -  G 12
 NJ0604  PID         -  NJ0604
 NJ0604  STATE/COUNTY-  IA/FAYETTE
 NJ0604  USGS QUAD   -  ELGIN (1965)
 NJ0604
 NJ0604                         *CURRENT SURVEY CONTROL
 NJ0604  ___________________________________________________________________
 NJ0604* NAD 83(1986)-  42 57 23.     (N)    091 38 29.     (W)     SCALED    
 NJ0604* NAVD 88     -       254.508  (meters)     835.00   (feet)  ADJUSTED  
 NJ0604  ___________________________________________________________________
 NJ0604  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 NJ0604  DYNAMIC HT  -         254.445 (meters)     834.79  (feet)  COMP
 NJ0604  MODELED GRAV-     980,365.9   (mgal)                       NAVD 88
 NJ0604
 NJ0604  VERT ORDER  -  FIRST     CLASS II
 NJ0604
 NJ0604.The horizontal coordinates were scaled from a topographic map and have
 NJ0604.an estimated accuracy of +/- 6 seconds.
 NJ0604
 NJ0604.The orthometric height was determined by differential leveling
 NJ0604.and adjusted by the National Geodetic Survey in June 1991..
 NJ0604
 NJ0604.The geoid height was determined by GEOID03.
 NJ0604
 NJ0604.The dynamic height is computed by dividing the NAVD 88
 NJ0604.geopotential number by the normal gravity value computed on the
 NJ0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0604.degrees latitude (g = 980.6199 gals.).
 NJ0604
 NJ0604.The modeled gravity was interpolated from observed gravity values.
 NJ0604
 NJ0604;                    North         East    Units  Estimated Accuracy
 NJ0604;SPC IA N     - 1,163,440.    1,651,640.      MT  (+/- 180 meters Scaled)
 NJ0604
 NJ0604                          SUPERSEDED SURVEY CONTROL
 NJ0604
 NJ0604  NGVD 29 (??/??/92)  254.551  (m)          835.14   (f) ADJ UNCH    1 2
 NJ0604
 NJ0604.Superseded values are not recommended for survey control.
 NJ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0604.See file dsdata.txt to determine how the superseded data were derived.
 NJ0604
 NJ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH108568(NAD 83)
 NJ0604_MARKER: DB = BENCH MARK DISK
 NJ0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0604_STAMPING: G 12 1933
 NJ0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0604+STABILITY: SURFACE MOTION
 NJ0604
 NJ0604  HISTORY     - Date     Condition        Report By
 NJ0604  HISTORY     - 1933     MONUMENTED       CGS
 NJ0604  HISTORY     - 1942     GOOD             NGS
 NJ0604
 NJ0604                          STATION DESCRIPTION
 NJ0604
 NJ0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NJ0604'AT ELGIN.
 NJ0604'AT ELGIN, FAYETTE COUNTY, 78 FEET NORTHWEST OF THE NORTHWEST
 NJ0604'CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION,
 NJ0604'NEAR THE STATE HIGHWAY 172 CROSSING, AT MILEPOST 85.2, 70 FEET
 NJ0604'WEST OF THE CENTERLINE OF THE MAIN TRACK, AND 43 FEET SOUTH OF
 NJ0604'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 12
 NJ0604'1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0155 ***********************************************************************
 LE0155  DESIGNATION -  G 120
 LE0155  PID         -  LE0155
 LE0155  STATE/COUNTY-  IA/APPANOOSE
 LE0155  USGS QUAD   -  MOULTON (1979)
 LE0155
 LE0155                         *CURRENT SURVEY CONTROL
 LE0155  ___________________________________________________________________
 LE0155* NAD 83(1986)-  40 40 44.     (N)    092 40 51.     (W)     SCALED    
 LE0155* NAVD 88     -       302.171  (meters)     991.37   (feet)  ADJUSTED  
 LE0155  ___________________________________________________________________
 LE0155  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 LE0155  DYNAMIC HT  -         302.022 (meters)     990.88  (feet)  COMP
 LE0155  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 LE0155
 LE0155  VERT ORDER  -  SECOND    CLASS 0
 LE0155
 LE0155.The horizontal coordinates were scaled from a topographic map and have
 LE0155.an estimated accuracy of +/- 6 seconds.
 LE0155
 LE0155.The orthometric height was determined by differential leveling
 LE0155.and adjusted by the National Geodetic Survey in June 1991..
 LE0155
 LE0155.The geoid height was determined by GEOID03.
 LE0155
 LE0155.The dynamic height is computed by dividing the NAVD 88
 LE0155.geopotential number by the normal gravity value computed on the
 LE0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0155.degrees latitude (g = 980.6199 gals.).
 LE0155
 LE0155.The modeled gravity was interpolated from observed gravity values.
 LE0155
 LE0155;                    North         East    Units  Estimated Accuracy
 LE0155;SPC IA S     -    75,720.      569,250.      MT  (+/- 180 meters Scaled)
 LE0155
 LE0155                          SUPERSEDED SURVEY CONTROL
 LE0155
 LE0155  NGVD 29 (??/??/92)  302.153  (m)          991.31   (f) ADJ UNCH    2 0
 LE0155
 LE0155.Superseded values are not recommended for survey control.
 LE0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0155.See file dsdata.txt to determine how the superseded data were derived.
 LE0155
 LE0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF269031(NAD 83)
 LE0155_MARKER: DB = BENCH MARK DISK
 LE0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0155_SP_SET: SIGNAL BASE
 LE0155_STAMPING: G 120 1935
 LE0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0155
 LE0155  HISTORY     - Date     Condition        Report By
 LE0155  HISTORY     - 1935     MONUMENTED       CGS
 LE0155  HISTORY     - 1943     GOOD             NGS
 LE0155
 LE0155                          STATION DESCRIPTION
 LE0155
 LE0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0155'AT MOULTON.
 LE0155'AT MOULTON, APPANOOSE COUNTY, ON THE WABASH RAILROAD, 150 FEET
 LE0155'SOUTH OF THE STATION, AT THE CHICAGO, BURLINGTON AND
 LE0155'QUINCY RAILROAD CROSSING, IN THE TOP OF A FORMER INTERLOCKING
 LE0155'SIGNAL BASE, 6 FEET NORTH AND 13 FEET WEST OF THE CENTER OF THE
 LE0155'CROSSING, AND 6 INCHES UNDER GROUND.  A STANDARD DISK, STAMPED
 LE0155'G 120 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0481 ***********************************************************************
 MG0481  DESIGNATION -  G 123
 MG0481  PID         -  MG0481
 MG0481  STATE/COUNTY-  IA/HENRY
 MG0481  USGS QUAD   -  SWEDESBURG (1981)
 MG0481
 MG0481                         *CURRENT SURVEY CONTROL
 MG0481  ___________________________________________________________________
 MG0481* NAD 83(1986)-  41 05 25.     (N)    091 32 39.     (W)     SCALED    
 MG0481* NAVD 88     -       223.740  (meters)     734.05   (feet)  ADJUSTED  
 MG0481  ___________________________________________________________________
 MG0481  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MG0481  DYNAMIC HT  -         223.642 (meters)     733.73  (feet)  COMP
 MG0481  MODELED GRAV-     980,180.8   (mgal)                       NAVD 88
 MG0481
 MG0481  VERT ORDER  -  SECOND    CLASS 0
 MG0481
 MG0481.The horizontal coordinates were scaled from a topographic map and have
 MG0481.an estimated accuracy of +/- 6 seconds.
 MG0481
 MG0481.The orthometric height was determined by differential leveling
 MG0481.and adjusted by the National Geodetic Survey in June 1991..
 MG0481
 MG0481.The geoid height was determined by GEOID03.
 MG0481
 MG0481.The dynamic height is computed by dividing the NAVD 88
 MG0481.geopotential number by the normal gravity value computed on the
 MG0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0481.degrees latitude (g = 980.6199 gals.).
 MG0481
 MG0481.The modeled gravity was interpolated from observed gravity values.
 MG0481
 MG0481;                    North         East    Units  Estimated Accuracy
 MG0481;SPC IA S     -   122,920.      664,310.      MT  (+/- 180 meters Scaled)
 MG0481
 MG0481                          SUPERSEDED SURVEY CONTROL
 MG0481
 MG0481  NGVD 29 (??/??/92)  223.785  (m)          734.20   (f) ADJ UNCH    2 0
 MG0481
 MG0481.Superseded values are not recommended for survey control.
 MG0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0481.See file dsdata.txt to determine how the superseded data were derived.
 MG0481
 MG0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF222498(NAD 83)
 MG0481_MARKER: DB = BENCH MARK DISK
 MG0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0481_STAMPING: G 123 1935
 MG0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0481+STABILITY: SURFACE MOTION
 MG0481
 MG0481  HISTORY     - Date     Condition        Report By
 MG0481  HISTORY     - 1935     MONUMENTED       CGS
 MG0481  HISTORY     - 1941     GOOD             NGS
 MG0481
 MG0481                          STATION DESCRIPTION
 MG0481
 MG0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0481'3 MI S FROM OLDS.
 MG0481'3.0 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE MINNEAPOLIS
 MG0481'AND ST. LOUIS RAILROAD STATION AT OLDS, AT A CROSSROADS, 48 FEET
 MG0481'EAST OF THE CENTERLINE OF THE HIGHWAY, 26 FEET NORTH OF THE
 MG0481'CENTERLINE OF THE ROAD, 12 FEET EAST OF A FENCE CORNER, AND 1 FOOT
 MG0481'SOUTH OF A FENCE.  A STANDARD DISK, STAMPED G 123 1935 AND SET IN
 MG0481'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0034 ***********************************************************************
 LE0034  DESIGNATION -  G 124
 LE0034  PID         -  LE0034
 LE0034  STATE/COUNTY-  IA/JEFFERSON
 LE0034  USGS QUAD   -  ELDON (1965)
 LE0034
 LE0034                         *CURRENT SURVEY CONTROL
 LE0034  ___________________________________________________________________
 LE0034* NAD 83(1986)-  40 59 48.     (N)    092 08 23.     (W)     SCALED    
 LE0034* NAVD 88     -       221.254  (meters)     725.90   (feet)  ADJUSTED  
 LE0034  ___________________________________________________________________
 LE0034  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 LE0034  DYNAMIC HT  -         221.153 (meters)     725.57  (feet)  COMP
 LE0034  MODELED GRAV-     980,165.8   (mgal)                       NAVD 88
 LE0034
 LE0034  VERT ORDER  -  SECOND    CLASS 0
 LE0034
 LE0034.The horizontal coordinates were scaled from a topographic map and have
 LE0034.an estimated accuracy of +/- 6 seconds.
 LE0034
 LE0034.The orthometric height was determined by differential leveling
 LE0034.and adjusted by the National Geodetic Survey in June 1991..
 LE0034
 LE0034.The geoid height was determined by GEOID03.
 LE0034
 LE0034.The dynamic height is computed by dividing the NAVD 88
 LE0034.geopotential number by the normal gravity value computed on the
 LE0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0034.degrees latitude (g = 980.6199 gals.).
 LE0034
 LE0034.The modeled gravity was interpolated from observed gravity values.
 LE0034
 LE0034;                    North         East    Units  Estimated Accuracy
 LE0034;SPC IA S     -   111,570.      614,440.      MT  (+/- 180 meters Scaled)
 LE0034
 LE0034                          SUPERSEDED SURVEY CONTROL
 LE0034
 LE0034  NGVD 29 (??/??/92)  221.285  (m)          726.00   (f) ADJ UNCH    2 0
 LE0034
 LE0034.Superseded values are not recommended for survey control.
 LE0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0034.See file dsdata.txt to determine how the superseded data were derived.
 LE0034
 LE0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF723387(NAD 83)
 LE0034_MARKER: DB = BENCH MARK DISK
 LE0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0034_SP_SET: OVERPASS
 LE0034_STAMPING: G 124 1935
 LE0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0034
 LE0034  HISTORY     - Date     Condition        Report By
 LE0034  HISTORY     - 1935     MONUMENTED       CGS
 LE0034  HISTORY     - 1972     GOOD             LOCENG
 LE0034
 LE0034                          STATION DESCRIPTION
 LE0034
 LE0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0034'1.6 MI E FROM BATAVIA.
 LE0034'1.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0034'FROM THE STATION AT BATAVIA, JEFFERSON COUNTY, AT OVERPASS
 LE0034'264.78, IN THE TOP STEP AT THE NORTH END OF THE EAST CONCRETE
 LE0034'ABUTMENT, 8 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, AND
 LE0034'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED G 124 1935.
 LE0034
 LE0034                          STATION RECOVERY (1972)
 LE0034
 LE0034'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 LE0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0629 ***********************************************************************
 LD0629  DESIGNATION -  G 125
 LD0629  PID         -  LD0629
 LD0629  STATE/COUNTY-  IA/HENRY
 LD0629  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0629
 LD0629                         *CURRENT SURVEY CONTROL
 LD0629  ___________________________________________________________________
 LD0629* NAD 83(1986)-  40 58 16.     (N)    091 33 04.     (W)     SCALED    
 LD0629* NAVD 88     -       222.438  (meters)     729.78   (feet)  ADJUSTED  
 LD0629  ___________________________________________________________________
 LD0629  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0629  DYNAMIC HT  -         222.338 (meters)     729.45  (feet)  COMP
 LD0629  MODELED GRAV-     980,169.3   (mgal)                       NAVD 88
 LD0629
 LD0629  VERT ORDER  -  SECOND    CLASS 0
 LD0629
 LD0629.The horizontal coordinates were scaled from a topographic map and have
 LD0629.an estimated accuracy of +/- 6 seconds.
 LD0629
 LD0629.The orthometric height was determined by differential leveling
 LD0629.and adjusted by the National Geodetic Survey in June 1991..
 LD0629
 LD0629.The geoid height was determined by GEOID03.
 LD0629
 LD0629.The dynamic height is computed by dividing the NAVD 88
 LD0629.geopotential number by the normal gravity value computed on the
 LD0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0629.degrees latitude (g = 980.6199 gals.).
 LD0629
 LD0629.The modeled gravity was interpolated from observed gravity values.
 LD0629
 LD0629;                    North         East    Units  Estimated Accuracy
 LD0629;SPC IA S     -   109,680.      664,020.      MT  (+/- 180 meters Scaled)
 LD0629
 LD0629                          SUPERSEDED SURVEY CONTROL
 LD0629
 LD0629  NGVD 29 (??/??/92)  222.455  (m)          729.84   (f) ADJ UNCH    2 0
 LD0629
 LD0629.Superseded values are not recommended for survey control.
 LD0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0629.See file dsdata.txt to determine how the superseded data were derived.
 LD0629
 LD0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF219365(NAD 83)
 LD0629_MARKER: DB = BENCH MARK DISK
 LD0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0629_STAMPING: G 125 1935
 LD0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0629+STABILITY: SURFACE MOTION
 LD0629
 LD0629  HISTORY     - Date     Condition        Report By
 LD0629  HISTORY     - 1935     MONUMENTED       CGS
 LD0629  HISTORY     - 1944     GOOD             NGS
 LD0629
 LD0629                          STATION DESCRIPTION
 LD0629
 LD0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 LD0629'AT MT PLEASANT.
 LD0629'AT MT. PLEASANT, HENRY COUNTY, ON THE CHICAGO, BURLINGTON AND
 LD0629'QUINCY RAILROAD, 50 FEET WEST OF THE STATION, 60 FEET SOUTH
 LD0629'OF THE CENTERLINE OF THE SOUTH TRACK, 40 FEET WEST OF THE
 LD0629'CENTERLINE OF A ROAD, AT THE SOUTHEAST CORNER OF A RAILROAD
 LD0629'PARK, AND 8 FEET WEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 LD0629'G 125 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- NO
 LD0629'NUMBERS STAMPED ON MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0434 ***********************************************************************
 MG0434  DESIGNATION -  G 126
 MG0434  PID         -  MG0434
 MG0434  STATE/COUNTY-  IA/HENRY
 MG0434  USGS QUAD   -  MORNING SUN (1981)
 MG0434
 MG0434                         *CURRENT SURVEY CONTROL
 MG0434  ___________________________________________________________________
 MG0434* NAD 83(1986)-  41 06 17.     (N)    091 22 10.     (W)     SCALED    
 MG0434* NAVD 88     -       221.995  (meters)     728.33   (feet)  ADJUSTED  
 MG0434  ___________________________________________________________________
 MG0434  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MG0434  DYNAMIC HT  -         221.897 (meters)     728.01  (feet)  COMP
 MG0434  MODELED GRAV-     980,176.4   (mgal)                       NAVD 88
 MG0434
 MG0434  VERT ORDER  -  SECOND    CLASS 0
 MG0434
 MG0434.The horizontal coordinates were scaled from a topographic map and have
 MG0434.an estimated accuracy of +/- 6 seconds.
 MG0434
 MG0434.The orthometric height was determined by differential leveling
 MG0434.and adjusted by the National Geodetic Survey in June 1991..
 MG0434
 MG0434.The geoid height was determined by GEOID03.
 MG0434
 MG0434.The dynamic height is computed by dividing the NAVD 88
 MG0434.geopotential number by the normal gravity value computed on the
 MG0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0434.degrees latitude (g = 980.6199 gals.).
 MG0434
 MG0434.The modeled gravity was interpolated from observed gravity values.
 MG0434
 MG0434;                    North         East    Units  Estimated Accuracy
 MG0434;SPC IA S     -   124,870.      678,940.      MT  (+/- 180 meters Scaled)
 MG0434
 MG0434                          SUPERSEDED SURVEY CONTROL
 MG0434
 MG0434  NGVD 29 (??/??/92)  222.041  (m)          728.48   (f) ADJ UNCH    2 0
 MG0434
 MG0434.Superseded values are not recommended for survey control.
 MG0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0434.See file dsdata.txt to determine how the superseded data were derived.
 MG0434
 MG0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF369516(NAD 83)
 MG0434_MARKER: DB = BENCH MARK DISK
 MG0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0434_STAMPING: G 126 1935
 MG0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0434+STABILITY: SURFACE MOTION
 MG0434
 MG0434  HISTORY     - Date     Condition        Report By
 MG0434  HISTORY     - 1955     MONUMENTED       CGS
 MG0434  HISTORY     - 1941     GOOD             NGS
 MG0434
 MG0434                          STATION DESCRIPTION
 MG0434
 MG0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0434'1 MI W FROM MARSH.
 MG0434'IN HENRY COUNTY, 1.0 MILE WEST ALONG THE MINNEAPOLIS AND ST. LOUIS
 MG0434'RAILROAD FROM THE STATION AT MARSH, LOUISA COUNTY, 5 POLES
 MG0434'WEST OF MILEPOST 375, 24 FEET WEST OF THE CENTERLINE OF THE
 MG0434'ROAD, 22 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 MG0434'DISK, STAMPED G 126 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0581 ***********************************************************************
 MJ0581  DESIGNATION -  G 127
 MJ0581  PID         -  MJ0581
 MJ0581  STATE/COUNTY-  IA/MILLS
 MJ0581  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0581
 MJ0581                         *CURRENT SURVEY CONTROL
 MJ0581  ___________________________________________________________________
 MJ0581* NAD 83(1986)-  41 01 43.     (N)    095 48 08.     (W)     SCALED    
 MJ0581* NAVD 88     -       292.701  (meters)     960.30   (feet)  ADJUSTED  
 MJ0581  ___________________________________________________________________
 MJ0581  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 MJ0581  DYNAMIC HT  -         292.580 (meters)     959.91  (feet)  COMP
 MJ0581  MODELED GRAV-     980,202.9   (mgal)                       NAVD 88
 MJ0581
 MJ0581  VERT ORDER  -  FIRST     CLASS II
 MJ0581
 MJ0581.The horizontal coordinates were scaled from a topographic map and have
 MJ0581.an estimated accuracy of +/- 6 seconds.
 MJ0581
 MJ0581.The orthometric height was determined by differential leveling
 MJ0581.and adjusted by the National Geodetic Survey in June 1991..
 MJ0581
 MJ0581.The geoid height was determined by GEOID03.
 MJ0581
 MJ0581.The dynamic height is computed by dividing the NAVD 88
 MJ0581.geopotential number by the normal gravity value computed on the
 MJ0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0581.degrees latitude (g = 980.6199 gals.).
 MJ0581
 MJ0581.The modeled gravity was interpolated from observed gravity values.
 MJ0581
 MJ0581;                    North         East    Units  Estimated Accuracy
 MJ0581;SPC IA S     -   116,790.      306,420.      MT  (+/- 180 meters Scaled)
 MJ0581
 MJ0581                          SUPERSEDED SURVEY CONTROL
 MJ0581
 MJ0581  NGVD 29 (??/??/92)  292.615  (m)          960.02   (f) ADJ UNCH    1 2
 MJ0581
 MJ0581.Superseded values are not recommended for survey control.
 MJ0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0581.See file dsdata.txt to determine how the superseded data were derived.
 MJ0581
 MJ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF644457(NAD 83)
 MJ0581_MARKER: DB = BENCH MARK DISK
 MJ0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0581_SP_SET: CONCRETE POST
 MJ0581_STAMPING: G 127 1947
 MJ0581_MARK LOGO: CGS   
 MJ0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0581+STABILITY: SURFACE MOTION
 MJ0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0581+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 MJ0581
 MJ0581  HISTORY     - Date     Condition        Report By
 MJ0581  HISTORY     - 1947     MONUMENTED       CGS
 MJ0581  HISTORY     - 1948     GOOD             NGS
 MJ0581  HISTORY     - 19890724 GOOD             NGS
 MJ0581
 MJ0581                          STATION DESCRIPTION
 MJ0581
 MJ0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0581'0.9 MI N FROM PACIFIC JUNCTION.
 MJ0581'0.9 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0581'FROM THE STATION AT PACIFIC JUNCTION, 281 YARDS SOUTH OF THE
 MJ0581'SOUTH END OF RAILROAD BRIDGE 476.20, 140.0 FEET NORTH OF
 MJ0581'MILEPOST 476, 96.8 FEET SOUTHEAST OF A RAILROAD SIGNAL CONTROL
 MJ0581'BOX, 51.0 FEET WEST OF THE CENTER LINE OF A ROAD, 43.0 FEET
 MJ0581'WEST OF THE CENTER LINE OF THE RAILROAD AND 5.0 FEET LOWER,
 MJ0581'5.8 FEET EAST OF A TELEGRAPH POLE, 2.0 FEET SOUTH OF A REFERENCE
 MJ0581'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 MJ0581'ABOVE THE GROUND.
 MJ0581
 MJ0581                          STATION RECOVERY (1948)
 MJ0581
 MJ0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0581'RECOVERED IN GOOD CONDITION.
 MJ0581
 MJ0581                          STATION RECOVERY (1989)
 MJ0581
 MJ0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0581'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.1 KM
 MJ0581'(0.70 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 MJ0581'JUNCTION OF STATE HIGHWAY 385 BUSINESS IN PACIFIC JUNCTION.
 MJ0581'CHANGE--43.0 FEET WEST, TO 13.1 M (43.0 FT) EAST, AND 5.8 FEET EAST,
 MJ0581'TO 2.1 M (6.9 FT) SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0167 ***********************************************************************
 NM0167  DESIGNATION -  G 128
 NM0167  PID         -  NM0167
 NM0167  STATE/COUNTY-  IA/WOODBURY
 NM0167  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0167
 NM0167                         *CURRENT SURVEY CONTROL
 NM0167  ___________________________________________________________________
 NM0167* NAD 83(1986)-  42 27 20.     (N)    096 22 36.     (W)     SCALED    
 NM0167* NAVD 88     -       336.045  (meters)    1102.51   (feet)  ADJUSTED  
 NM0167  ___________________________________________________________________
 NM0167  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 NM0167  DYNAMIC HT  -         335.937 (meters)    1102.15  (feet)  COMP
 NM0167  MODELED GRAV-     980,289.7   (mgal)                       NAVD 88
 NM0167
 NM0167  VERT ORDER  -  FIRST     CLASS II
 NM0167
 NM0167.The horizontal coordinates were scaled from a topographic map and have
 NM0167.an estimated accuracy of +/- 6 seconds.
 NM0167
 NM0167.The orthometric height was determined by differential leveling
 NM0167.and adjusted by the National Geodetic Survey in June 1991..
 NM0167
 NM0167.The geoid height was determined by GEOID03.
 NM0167
 NM0167.The dynamic height is computed by dividing the NAVD 88
 NM0167.geopotential number by the normal gravity value computed on the
 NM0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0167.degrees latitude (g = 980.6199 gals.).
 NM0167
 NM0167.The modeled gravity was interpolated from observed gravity values.
 NM0167
 NM0167;                    North         East    Units  Estimated Accuracy
 NM0167;SPC IA N     - 1,110,170.    1,263,430.      MT  (+/- 180 meters Scaled)
 NM0167
 NM0167                          SUPERSEDED SURVEY CONTROL
 NM0167
 NM0167  NGVD 29 (??/??/92)  335.885  (m)         1101.98   (f) ADJ UNCH    1 2
 NM0167
 NM0167.Superseded values are not recommended for survey control.
 NM0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0167.See file dsdata.txt to determine how the superseded data were derived.
 NM0167
 NM0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN157036(NAD 83)
 NM0167_MARKER: DB = BENCH MARK DISK
 NM0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0167_STAMPING: G 128 1948
 NM0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0167+STABILITY: SURFACE MOTION
 NM0167
 NM0167  HISTORY     - Date     Condition        Report By
 NM0167  HISTORY     - 1948     MONUMENTED       CGS
 NM0167  HISTORY     - 1965     GOOD             NGS
 NM0167  HISTORY     - 19890822 MARK NOT FOUND   NGS
 NM0167
 NM0167                          STATION DESCRIPTION
 NM0167
 NM0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0167'1.4 MI S FROM SIOUX CITY.
 NM0167'1.4 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NM0167'THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY BRIDGE OVER
 NM0167'THE MISSOURI RIVER, AT A ROAD CROSSING, 105.0 FEET NORTHWEST
 NM0167'OF MILEPOST 72, 48.7 FEET WEST OF THE WEST RAIL OF THE TRACK, 48.0
 NM0167'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 37.7 FEET EAST OF THE
 NM0167'EAST END OF A GATE ACROSS THE ENTRANCE TO THE U.S. ENGINEERS
 NM0167'MATERIAL YARD, 1.6 FEET EAST OF A REFERENCE POST, 1.0 FOOT NORTH
 NM0167'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 NM0167'FOOT ABOVE THE GROUND.
 NM0167
 NM0167                          STATION RECOVERY (1965)
 NM0167
 NM0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0167'RECOVERED IN GOOD CONDITION.
 NM0167
 NM0167                          STATION RECOVERY (1989)
 NM0167
 NM0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0130 ***********************************************************************
 NM0130  DESIGNATION -  G 129
 NM0130  PID         -  NM0130
 NM0130  STATE/COUNTY-  IA/WOODBURY
 NM0130  USGS QUAD   -  SALIX (1976)
 NM0130
 NM0130                         *CURRENT SURVEY CONTROL
 NM0130  ___________________________________________________________________
 NM0130* NAD 83(1986)-  42 17 09.     (N)    096 16 08.     (W)     SCALED    
 NM0130* NAVD 88     -       329.473  (meters)    1080.95   (feet)  ADJUSTED  
 NM0130  ___________________________________________________________________
 NM0130  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 NM0130  DYNAMIC HT  -         329.365 (meters)    1080.59  (feet)  COMP
 NM0130  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 NM0130
 NM0130  VERT ORDER  -  FIRST     CLASS II
 NM0130
 NM0130.The horizontal coordinates were scaled from a topographic map and have
 NM0130.an estimated accuracy of +/- 6 seconds.
 NM0130
 NM0130.The orthometric height was determined by differential leveling
 NM0130.and adjusted by the National Geodetic Survey in June 1991..
 NM0130.WARNING-Repeat measurements at this control monument indicate possible
 NM0130.vertical movement.
 NM0130
 NM0130.The geoid height was determined by GEOID03.
 NM0130
 NM0130.The dynamic height is computed by dividing the NAVD 88
 NM0130.geopotential number by the normal gravity value computed on the
 NM0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0130.degrees latitude (g = 980.6199 gals.).
 NM0130
 NM0130.The modeled gravity was interpolated from observed gravity values.
 NM0130
 NM0130;                    North         East    Units  Estimated Accuracy
 NM0130;SPC IA N     - 1,091,030.    1,271,670.      MT  (+/- 180 meters Scaled)
 NM0130
 NM0130                          SUPERSEDED SURVEY CONTROL
 NM0130
 NM0130  NGVD 29 (??/??/92)  329.325  (m)         1080.46   (f) ADJ UNCH    1 2
 NM0130
 NM0130.Superseded values are not recommended for survey control.
 NM0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0130.See file dsdata.txt to determine how the superseded data were derived.
 NM0130
 NM0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM251851(NAD 83)
 NM0130_MARKER: DB = BENCH MARK DISK
 NM0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0130_SP_SET: CONCRETE POST
 NM0130_STAMPING: G 129 1948
 NM0130_MARK LOGO: CGS   
 NM0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0130+STABILITY: SURFACE MOTION
 NM0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0130+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1989
 NM0130
 NM0130  HISTORY     - Date     Condition        Report By
 NM0130  HISTORY     - 1948     MONUMENTED       CGS
 NM0130  HISTORY     - 1965     GOOD             NGS
 NM0130  HISTORY     - 19890911 GOOD             NGS
 NM0130
 NM0130                          STATION DESCRIPTION
 NM0130
 NM0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0130'1.8 MI SE FROM SALIX.
 NM0130'1.75 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0130'FROM THE STATION AT SALIX, 0.1 MILE NORTHWEST OF A RAILROAD
 NM0130'SEMAPHORE, 105 YARDS SOUTHWEST OF A FARMHOUSE WHICH IS ON THE
 NM0130'EAST SIDE OF THE HIGHWAY, 40 YARDS SOUTHWEST OF THE CENTER LINE
 NM0130'OF THE HIGHWAY, AT A ROAD CROSSING, 219.0 FEET SOUTH OF THE CENTER
 NM0130'LINE OF AN EAST AND WEST DIRT ROAD, 46.6 FEET SOUTHWEST OF THE
 NM0130'SOUTHWEST RAIL, 24.6 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET
 NM0130'NORTHWEST OF A WITNESS POST, 1.2 FEET NORTHEAST OF A FENCE,
 NM0130'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 NM0130'THE GROUND.
 NM0130
 NM0130                          STATION RECOVERY (1965)
 NM0130
 NM0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0130'RECOVERED IN GOOD CONDITION.
 NM0130
 NM0130                          STATION RECOVERY (1989)
 NM0130
 NM0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0130'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 NM0130'CHANGE--STATION, TO POPLAR STREET, AND WHICH PROJECTS 0.4 FEET ABOVE
 NM0130'THE GROUND, TO THAT IS 0.2 M (0.7 FT) BELOW THE GROUND SURGACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0091 ***********************************************************************
 NL0091  DESIGNATION -  G 13
 NL0091  PID         -  NL0091
 NL0091  STATE/COUNTY-  IA/CALHOUN
 NL0091  USGS QUAD   -  KNIERIM (1965)
 NL0091
 NL0091                         *CURRENT SURVEY CONTROL
 NL0091  ___________________________________________________________________
 NL0091* NAD 83(1986)-  42 26 40.     (N)    094 29 02.     (W)     SCALED    
 NL0091* NAVD 88     -       366.612  (meters)    1202.79   (feet)  ADJUSTED  
 NL0091  ___________________________________________________________________
 NL0091  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 NL0091  DYNAMIC HT  -         366.477 (meters)    1202.35  (feet)  COMP
 NL0091  MODELED GRAV-     980,243.6   (mgal)                       NAVD 88
 NL0091
 NL0091  VERT ORDER  -  FIRST     CLASS II
 NL0091
 NL0091.The horizontal coordinates were scaled from a topographic map and have
 NL0091.an estimated accuracy of +/- 6 seconds.
 NL0091
 NL0091.The orthometric height was determined by differential leveling
 NL0091.and adjusted by the National Geodetic Survey in June 1991..
 NL0091
 NL0091.The geoid height was determined by GEOID03.
 NL0091
 NL0091.The dynamic height is computed by dividing the NAVD 88
 NL0091.geopotential number by the normal gravity value computed on the
 NL0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0091.degrees latitude (g = 980.6199 gals.).
 NL0091
 NL0091.The modeled gravity was interpolated from observed gravity values.
 NL0091
 NL0091;                    North         East    Units  Estimated Accuracy
 NL0091;SPC IA N     - 1,105,380.    1,419,060.      MT  (+/- 180 meters Scaled)
 NL0091
 NL0091                          SUPERSEDED SURVEY CONTROL
 NL0091
 NL0091  NGVD 29 (??/??/92)  366.537  (m)         1202.55   (f) ADJ UNCH    1 2
 NL0091
 NL0091.Superseded values are not recommended for survey control.
 NL0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0091.See file dsdata.txt to determine how the superseded data were derived.
 NL0091
 NL0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH779001(NAD 83)
 NL0091_MARKER: DB = BENCH MARK DISK
 NL0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0091_SP_SET: BRIDGE ABUTMENT
 NL0091_STAMPING: 1202.547 G 13 1933
 NL0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0091
 NL0091  HISTORY     - Date     Condition        Report By
 NL0091  HISTORY     - 1933     MONUMENTED       CGS
 NL0091  HISTORY     - 1934     GOOD             NGS
 NL0091
 NL0091                          STATION DESCRIPTION
 NL0091
 NL0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0091'2.5 MI NE FROM RICHARDS.
 NL0091'2.5 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 NL0091'RICHARDS, CALHOUN COUNTY, 12 YARDS NORTHEAST OF THE BRIDGE OVER
 NL0091'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, 30 YARDS NORTH OF
 NL0091'POLE 440+10 ON THE C.R.I. AND P. RY., IN THE TOP OF THE SOUTHWEST
 NL0091'CONCRETE ABUTMENT OF CATTLE PASS WA 391.7, 37 FEET NORTHEAST OF
 NL0091'THE CENTERLINE OF THE C.R.I. AND P. RY., AND 10.7 FEET SOUTHEAST
 NL0091'OF THE CENTERLINE OF THE MAIN TRACK OF THE I.C.R.R.  A STANDARD
 NL0091'DISK, STAMPED 1202.547 G 13 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0587 ***********************************************************************
 MJ0587  DESIGNATION -  G 130
 MJ0587  PID         -  MJ0587
 MJ0587  STATE/COUNTY-  IA/MILLS
 MJ0587  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0587
 MJ0587                         *CURRENT SURVEY CONTROL
 MJ0587  ___________________________________________________________________
 MJ0587* NAD 83(1986)-  41 04 51.     (N)    095 48 52.     (W)     SCALED    
 MJ0587* NAVD 88     -       297.325  (meters)     975.47   (feet)  ADJUSTED  
 MJ0587  ___________________________________________________________________
 MJ0587  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 MJ0587  DYNAMIC HT  -         297.202 (meters)     975.07  (feet)  COMP
 MJ0587  MODELED GRAV-     980,201.9   (mgal)                       NAVD 88
 MJ0587
 MJ0587  VERT ORDER  -  FIRST     CLASS II
 MJ0587
 MJ0587.The horizontal coordinates were scaled from a topographic map and have
 MJ0587.an estimated accuracy of +/- 6 seconds.
 MJ0587
 MJ0587.The orthometric height was determined by differential leveling
 MJ0587.and adjusted by the National Geodetic Survey in June 1991..
 MJ0587
 MJ0587.The geoid height was determined by GEOID03.
 MJ0587
 MJ0587.The dynamic height is computed by dividing the NAVD 88
 MJ0587.geopotential number by the normal gravity value computed on the
 MJ0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0587.degrees latitude (g = 980.6199 gals.).
 MJ0587
 MJ0587.The modeled gravity was interpolated from observed gravity values.
 MJ0587
 MJ0587;                    North         East    Units  Estimated Accuracy
 MJ0587;SPC IA S     -   122,610.      305,540.      MT  (+/- 180 meters Scaled)
 MJ0587
 MJ0587                          SUPERSEDED SURVEY CONTROL
 MJ0587
 MJ0587  NGVD 29 (??/??/92)  297.234  (m)          975.18   (f) ADJ UNCH    1 2
 MJ0587
 MJ0587.Superseded values are not recommended for survey control.
 MJ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0587.See file dsdata.txt to determine how the superseded data were derived.
 MJ0587
 MJ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF635515(NAD 83)
 MJ0587_MARKER: DB = BENCH MARK DISK
 MJ0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0587_STAMPING: G 130 1948
 MJ0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0587+STABILITY: SURFACE MOTION
 MJ0587
 MJ0587  HISTORY     - Date     Condition        Report By
 MJ0587  HISTORY     - 1948     MONUMENTED       CGS
 MJ0587  HISTORY     - 19890725 MARK NOT FOUND   NGS
 MJ0587
 MJ0587                          STATION DESCRIPTION
 MJ0587
 MJ0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0587'5 MI N FROM PACIFIC JUNCTION.
 MJ0587'3.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0587'FROM THE RAILROAD CROSSING AT PACIFIC JUNCTION, THENCE 0.35
 MJ0587'MILE EAST ALONG A FARM ROAD, THENCE 1.0 MILE NORTH ALONG A
 MJ0587'GRAVEL ROAD THAT FOLLOWS THE BASE OF THE BLUFFS, 116.0 FEET
 MJ0587'SOUTH OF THE CENTER OF A DRIVE LEADING TO A DWELLING IN THE
 MJ0587'RAVINE, 57.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A WOODEN
 MJ0587'BRIDGE ACROSS A RAVINE, 22.8 FEET EAST OF THE CENTER LINE OF THE
 MJ0587'GRAVEL ROAD, 14.5 FEET SOUTH OF THE CENTER OF A GATE IN A FENCE
 MJ0587'LINE, 6.0 FEET NORTH OF THE EXTENSION TO THE EAST OF THE LINE
 MJ0587'OF THE TOP OF THE LEVEE ON THE SOUTH SIDE OF A DITCH LEADING
 MJ0587'WEST TO FOLSOM LAKE, 4.2 FEET SOUTH OF THE TOP OF A LARGE RED
 MJ0587'QUARTZ BOULDER, 2.0 FEET WEST OF A RIGHT-OF-WAY FENCE, 1.5
 MJ0587'FEET NORTH OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A
 MJ0587'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MJ0587
 MJ0587                          STATION RECOVERY (1989)
 MJ0587
 MJ0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1125 ***********************************************************************
 LF1125  DESIGNATION -  G 131
 LF1125  PID         -  LF1125
 LF1125  STATE/COUNTY-  IA/MILLS
 LF1125  USGS QUAD   -  ROCK BLUFF (1984)
 LF1125
 LF1125                         *CURRENT SURVEY CONTROL
 LF1125  ___________________________________________________________________
 LF1125* NAD 83(1986)-  40 56 43.     (N)    095 48 14.     (W)     SCALED    
 LF1125* NAVD 88     -       288.707  (meters)     947.20   (feet)  ADJUSTED  
 LF1125  ___________________________________________________________________
 LF1125  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 LF1125  DYNAMIC HT  -         288.583 (meters)     946.79  (feet)  COMP
 LF1125  MODELED GRAV-     980,185.9   (mgal)                       NAVD 88
 LF1125
 LF1125  VERT ORDER  -  SECOND    CLASS 0
 LF1125
 LF1125.The horizontal coordinates were scaled from a topographic map and have
 LF1125.an estimated accuracy of +/- 6 seconds.
 LF1125
 LF1125.The orthometric height was determined by differential leveling
 LF1125.and adjusted by the National Geodetic Survey in June 1991..
 LF1125
 LF1125.The geoid height was determined by GEOID03.
 LF1125
 LF1125.The dynamic height is computed by dividing the NAVD 88
 LF1125.geopotential number by the normal gravity value computed on the
 LF1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1125.degrees latitude (g = 980.6199 gals.).
 LF1125
 LF1125.The modeled gravity was interpolated from observed gravity values.
 LF1125
 LF1125;                    North         East    Units  Estimated Accuracy
 LF1125;SPC IA S     -   107,540.      306,030.      MT  (+/- 180 meters Scaled)
 LF1125
 LF1125                          SUPERSEDED SURVEY CONTROL
 LF1125
 LF1125  NGVD 29 (??/??/92)  288.619  (m)          946.91   (f) ADJ UNCH    2 0
 LF1125
 LF1125.Superseded values are not recommended for survey control.
 LF1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1125.See file dsdata.txt to determine how the superseded data were derived.
 LF1125
 LF1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF639364(NAD 83)
 LF1125_MARKER: DB = BENCH MARK DISK
 LF1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1125_STAMPING: G 131 1948
 LF1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1125+STABILITY: SURFACE MOTION
 LF1125
 LF1125  HISTORY     - Date     Condition        Report By
 LF1125  HISTORY     - 1948     MONUMENTED       CGS
 LF1125
 LF1125                          STATION DESCRIPTION
 LF1125
 LF1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1125'4.4 MI NW FROM BARTLETT.
 LF1125'4.1 MILES NORTH ALONG THE CHICAGO BURLINGTON AND QUINCY RAILROAD
 LF1125'FROM THE STATION AT BARTLETT, THENCE 0.3 MILE WEST ALONG A DIRT
 LF1125'ROAD, ALONG A NORTH-SOUTH GRAVEL ROAD, JUST SOUTH OF THE JUNCTION
 LF1125'OF THE ROAD LEADING EAST ACROSS THE RAILROAD, AT THE JUNCTION OF
 LF1125'THE NORTH-SOUTH GRAVEL ROAD AND A DIRT ROAD LEADING WEST, 54.0
 LF1125'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH GRAVEL ROAD, 14.0
 LF1125'FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 2.5 FEET
 LF1125'WEST SOUTHWEST OF A CORNER FENCE POST, ABOUT 225.0 FEET EAST OF A
 LF1125'LARGE FARMHOUSE, 1.0 FOOT SOUTH OF AN EAST-WEST FENCE, 1.4 FEET
 LF1125'EAST OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LF1125'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- MARK IS 0.9
 LF1125'MILE SOUTH OF F 131 AND 1.0 MILE NORTH OF P.B.M. 334-116/3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0824 ***********************************************************************
 MJ0824  DESIGNATION -  G 132
 MJ0824  PID         -  MJ0824
 MJ0824  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0824  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0824
 MJ0824                         *CURRENT SURVEY CONTROL
 MJ0824  ___________________________________________________________________
 MJ0824* NAD 83(1986)-  41 11 29.     (N)    095 52 31.     (W)     SCALED    
 MJ0824* NAVD 88     -       295.747  (meters)     970.30   (feet)  ADJUSTED  
 MJ0824  ___________________________________________________________________
 MJ0824  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 MJ0824  DYNAMIC HT  -         295.626 (meters)     969.90  (feet)  COMP
 MJ0824  MODELED GRAV-     980,208.6   (mgal)                       NAVD 88
 MJ0824
 MJ0824  VERT ORDER  -  SECOND    CLASS 0
 MJ0824
 MJ0824.The horizontal coordinates were scaled from a topographic map and have
 MJ0824.an estimated accuracy of +/- 6 seconds.
 MJ0824
 MJ0824.The orthometric height was determined by differential leveling
 MJ0824.and adjusted by the National Geodetic Survey in June 1991..
 MJ0824
 MJ0824.The geoid height was determined by GEOID03.
 MJ0824
 MJ0824.The dynamic height is computed by dividing the NAVD 88
 MJ0824.geopotential number by the normal gravity value computed on the
 MJ0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0824.degrees latitude (g = 980.6199 gals.).
 MJ0824
 MJ0824.The modeled gravity was interpolated from observed gravity values.
 MJ0824
 MJ0824;                    North         East    Units  Estimated Accuracy
 MJ0824;SPC IA S     -   135,020.      300,770.      MT  (+/- 180 meters Scaled)
 MJ0824
 MJ0824                          SUPERSEDED SURVEY CONTROL
 MJ0824
 MJ0824  NGVD 29 (??/??/92)  295.634  (m)          969.93   (f) ADJ UNCH    2 0
 MJ0824
 MJ0824.Superseded values are not recommended for survey control.
 MJ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0824.See file dsdata.txt to determine how the superseded data were derived.
 MJ0824
 MJ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF588639(NAD 83)
 MJ0824_MARKER: DB = BENCH MARK DISK
 MJ0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0824_STAMPING: G 132 1948
 MJ0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0824+STABILITY: SURFACE MOTION
 MJ0824
 MJ0824  HISTORY     - Date     Condition        Report By
 MJ0824  HISTORY     - 1948     MONUMENTED       CGS
 MJ0824
 MJ0824                          STATION DESCRIPTION
 MJ0824
 MJ0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0824'3.6 MI W FROM MANAWA PARK.
 MJ0824'1.25 MILES WEST AND 0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 275
 MJ0824'FROM THE MANAWA PARK SCHOOL AND THE CROSSING OF U.S. HIGHWAY
 MJ0824'275 AND STATE HIGHWAY 192 AT MANAWA PARK, THENCE 0.5 MILE SOUTH
 MJ0824'ALONG A DIRT ROAD, THENCE 0.25 MILE EAST ALONG A DIRT ROAD,
 MJ0824'THENCE 1.4 MILES SOUTH ALONG A DIRT ROAD, 0.1 MILE SOUTH ALONG
 MJ0824'THE PRIVATE DIRT ROAD LEADING TO THE HOME OF JOHN ADKINS FROM
 MJ0824'A POINT WHERE THE PUBLIC ROAD FROM THE NORTH MAKES A TURN TO
 MJ0824'THE WEST, 29.6 FEET EAST SOUTHEAST OF THE BACK PORCH ON THE
 MJ0824'HOME OF JOHN ADKINS, 61.0 FEET NORTHEAST OF A 30-INCH COTTONWOOD
 MJ0824'TREE WHICH IS DUE SOUTH OF THE ADKINS HOME, 26.0 FEET SOUTHWEST
 MJ0824'OF THE YARD FENCE CORNER, 8.0 FEET SOUTH SOUTHEAST OF A TWIN
 MJ0824'BOX ELDER TREE IN THE ADKINS YARD, 1.0 FOOT SOUTHEAST OF THE
 MJ0824'YARD FENCE LINE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MJ0824'0.2 FOOT ABOVE THE GROUND.  MARK IS 0.2 MILE EAST, 0.4 MILE
 MJ0824'NORTHEAST, 0.4 MILE EAST AND 0.1 MILE SOUTH OF H 132.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1128 ***********************************************************************
 LF1128  DESIGNATION -  G 133
 LF1128  PID         -  LF1128
 LF1128  STATE/COUNTY-  IA/MILLS
 LF1128  USGS QUAD   -  ROCK BLUFF (1984)
 LF1128
 LF1128                         *CURRENT SURVEY CONTROL
 LF1128  ___________________________________________________________________
 LF1128* NAD 83(1986)-  40 54 58.     (N)    095 49 03.     (W)     SCALED    
 LF1128* NAVD 88     -       288.504  (meters)     946.53   (feet)  ADJUSTED  
 LF1128  ___________________________________________________________________
 LF1128  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 LF1128  DYNAMIC HT  -         288.377 (meters)     946.12  (feet)  COMP
 LF1128  MODELED GRAV-     980,176.8   (mgal)                       NAVD 88
 LF1128
 LF1128  VERT ORDER  -  SECOND    CLASS 0
 LF1128
 LF1128.The horizontal coordinates were scaled from a topographic map and have
 LF1128.an estimated accuracy of +/- 6 seconds.
 LF1128
 LF1128.The orthometric height was determined by differential leveling
 LF1128.and adjusted by the National Geodetic Survey in June 1991..
 LF1128
 LF1128.The geoid height was determined by GEOID03.
 LF1128
 LF1128.The dynamic height is computed by dividing the NAVD 88
 LF1128.geopotential number by the normal gravity value computed on the
 LF1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1128.degrees latitude (g = 980.6199 gals.).
 LF1128
 LF1128.The modeled gravity was interpolated from observed gravity values.
 LF1128
 LF1128;                    North         East    Units  Estimated Accuracy
 LF1128;SPC IA S     -   104,330.      304,800.      MT  (+/- 180 meters Scaled)
 LF1128
 LF1128                          SUPERSEDED SURVEY CONTROL
 LF1128
 LF1128  NGVD 29 (??/??/92)  288.421  (m)          946.26   (f) ADJ UNCH    2 0
 LF1128
 LF1128.Superseded values are not recommended for survey control.
 LF1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1128.See file dsdata.txt to determine how the superseded data were derived.
 LF1128
 LF1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF627332(NAD 83)
 LF1128_MARKER: DB = BENCH MARK DISK
 LF1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1128_STAMPING: G 133 1948
 LF1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1128+STABILITY: SURFACE MOTION
 LF1128
 LF1128  HISTORY     - Date     Condition        Report By
 LF1128  HISTORY     - 1948     MONUMENTED       CGS
 LF1128
 LF1128                          STATION DESCRIPTION
 LF1128
 LF1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1128'3.5 MI NW FROM BARTLETT.
 LF1128'2.25 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1128'FROM THE STATION AT BARTLETT, THENCE 0.15 MILE WEST ALONG A DIRT
 LF1128'ROAD, THENCE 0.4 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE
 LF1128'WEST ALONG A DIRT AND FIELD ROAD, ABOUT 0.1 MILE WEST OF A
 LF1128'FARMHOUSE, 32.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 LF1128'FIELD ROAD, 27.0 FEET EAST OF THE EAST BANK OF A DITCH, 20.5 FEET
 LF1128'SOUTHEAST OF A 8-INCH WALNUT TREE, 13.4 FEET SOUTHEAST OF A 30-INCH
 LF1128'BOX ELDER TREE, 12.7 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE,
 LF1128'1.7 FEET WEST OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF1128'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0544 ***********************************************************************
 MJ0544  DESIGNATION -  G 134
 MJ0544  PID         -  MJ0544
 MJ0544  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0544  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0544
 MJ0544                         *CURRENT SURVEY CONTROL
 MJ0544  ___________________________________________________________________
 MJ0544* NAD 83(1986)-  41 15 07.     (N)    095 48 57.     (W)     SCALED    
 MJ0544* NAVD 88     -       304.298  (meters)     998.35   (feet)  ADJUSTED  
 MJ0544  ___________________________________________________________________
 MJ0544  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ0544  DYNAMIC HT  -         304.173 (meters)     997.94  (feet)  COMP
 MJ0544  MODELED GRAV-     980,202.7   (mgal)                       NAVD 88
 MJ0544
 MJ0544  VERT ORDER  -  FIRST     CLASS II
 MJ0544
 MJ0544.The horizontal coordinates were scaled from a topographic map and have
 MJ0544.an estimated accuracy of +/- 6 seconds.
 MJ0544
 MJ0544.The orthometric height was determined by differential leveling
 MJ0544.and adjusted by the National Geodetic Survey in June 1991..
 MJ0544
 MJ0544.The geoid height was determined by GEOID03.
 MJ0544
 MJ0544.The dynamic height is computed by dividing the NAVD 88
 MJ0544.geopotential number by the normal gravity value computed on the
 MJ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0544.degrees latitude (g = 980.6199 gals.).
 MJ0544
 MJ0544.The modeled gravity was interpolated from observed gravity values.
 MJ0544
 MJ0544;                    North         East    Units  Estimated Accuracy
 MJ0544;SPC IA S     -   141,610.      305,930.      MT  (+/- 180 meters Scaled)
 MJ0544
 MJ0544                          SUPERSEDED SURVEY CONTROL
 MJ0544
 MJ0544  NGVD 29 (??/??/92)  304.186  (m)          997.98   (f) ADJ UNCH    1 2
 MJ0544
 MJ0544.Superseded values are not recommended for survey control.
 MJ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0544.See file dsdata.txt to determine how the superseded data were derived.
 MJ0544
 MJ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF640705(NAD 83)
 MJ0544_MARKER: DB = BENCH MARK DISK
 MJ0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0544_STAMPING: G 134 1948
 MJ0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0544+STABILITY: SURFACE MOTION
 MJ0544
 MJ0544  HISTORY     - Date     Condition        Report By
 MJ0544  HISTORY     - 1948     MONUMENTED       CGS
 MJ0544
 MJ0544                          STATION DESCRIPTION
 MJ0544
 MJ0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0544'3.4 MI NE FROM COUNCIL BLUFFS.
 MJ0544'1.7 MILES SOUTHEAST AND 1.7 MILES NORTHEAST ALONG THE CHICAGO,
 MJ0544'ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION AT COUNCIL
 MJ0544'BLUFFS, 1.0 MILE NORTHEAST OF THE CHICAGO AND GREAT WESTERN RAILROAD
 MJ0544'BRIDGE OVER THE CHICAGO, ROCK ISLAND AND PACIFIC AND THE CHICAGO,
 MJ0544'MILWAUKEE, ST. PAUL AND PACIFIC RAILROADS, 0.6 MILE SOUTHWEST OF
 MJ0544'U.S. HIGHWAY 6 BRIDGE OVER THE RAILROADS, 46.1 FEET NORTHWEST
 MJ0544'OF THE NORTHWEST RAIL MEASURED FROM A POINT 11.0 FEET SOUTHWEST OF
 MJ0544'THE SOUTHWEST END OF A SMALL BALLAST DECK BRIDGE NO. 495.8, 26.0
 MJ0544'FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 4.0 FEET
 MJ0544'NORTHEAST OF A FENCE CORNER POST, 1.5 FEET SOUTHWEST OF A 4 X 4
 MJ0544'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MJ0544'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0982 ***********************************************************************
 LF0982  DESIGNATION -  G 135
 LF0982  PID         -  LF0982
 LF0982  STATE/COUNTY-  IA/FREMONT
 LF0982  USGS QUAD   -  HAMBURG (1984)
 LF0982
 LF0982                         *CURRENT SURVEY CONTROL
 LF0982  ___________________________________________________________________
 LF0982* NAD 83(1986)-  40 36 03.     (N)    095 42 05.     (W)     SCALED    
 LF0982* NAVD 88     -       276.949  (meters)     908.62   (feet)  ADJUSTED  
 LF0982  ___________________________________________________________________
 LF0982  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LF0982  DYNAMIC HT  -         276.802 (meters)     908.14  (feet)  COMP
 LF0982  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 LF0982
 LF0982  VERT ORDER  -  SECOND    CLASS 0
 LF0982
 LF0982.The horizontal coordinates were scaled from a topographic map and have
 LF0982.an estimated accuracy of +/- 6 seconds.
 LF0982
 LF0982.The orthometric height was determined by differential leveling
 LF0982.and adjusted by the National Geodetic Survey in June 1991..
 LF0982
 LF0982.The geoid height was determined by GEOID03.
 LF0982
 LF0982.The dynamic height is computed by dividing the NAVD 88
 LF0982.geopotential number by the normal gravity value computed on the
 LF0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0982.degrees latitude (g = 980.6199 gals.).
 LF0982
 LF0982.The modeled gravity was interpolated from observed gravity values.
 LF0982
 LF0982;                    North         East    Units  Estimated Accuracy
 LF0982;SPC IA S     -    69,080.      313,690.      MT  (+/- 180 meters Scaled)
 LF0982
 LF0982                          SUPERSEDED SURVEY CONTROL
 LF0982
 LF0982  NGVD 29 (??/??/92)  276.849  (m)          908.30   (f) ADJ UNCH    2 0
 LF0982
 LF0982.Superseded values are not recommended for survey control.
 LF0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0982.See file dsdata.txt to determine how the superseded data were derived.
 LF0982
 LF0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE714979(NAD 83)
 LF0982_MARKER: DB = BENCH MARK DISK
 LF0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0982_STAMPING: G 135 1948
 LF0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0982+STABILITY: SURFACE MOTION
 LF0982
 LF0982  HISTORY     - Date     Condition        Report By
 LF0982  HISTORY     - 1948     MONUMENTED       CGS
 LF0982
 LF0982                          STATION DESCRIPTION
 LF0982
 LF0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0982'2.2 MI NW FROM HAMBURG.
 LF0982'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0982'RAILROAD FROM THE STATION AT HAMBURG, THENCE 1.5 MILE WEST ALONG
 LF0982'A TAR ROAD, 0.8 MILE EAST OF THE BELCHER SCHOOL, AT THE MAIN
 LF0982'ENTRANCE TO THE HAMBURG AIRPORT, 50.0 FEET NORTHWEST OF THE
 LF0982'NORTHWEST CORNER OF A FARMHOUSE, 43.0 FEET SOUTH OF THE CENTER
 LF0982'LINE OF THE EAST-WEST ROAD, 21.0 FEET EAST OF THE CENTER LINE
 LF0982'OF A PRIVATE ROAD, 14.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LF0982'OF A WOODEN BRIDGE, 1.0 FOOT WEST OF A FENCE LINE, 1.2 FEET
 LF0982'SOUTH OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF0982'POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- THE HAMBURG AIRPORT
 LF0982'IS ON THE PROPERTY OF AND NEAR THE HOME OF A MR. HOOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0222 ***********************************************************************
 MK0222  DESIGNATION -  G 136
 MK0222  PID         -  MK0222
 MK0222  STATE/COUNTY-  IA/HARRISON
 MK0222  USGS QUAD   -  MODALE (1970)
 MK0222
 MK0222                         *CURRENT SURVEY CONTROL
 MK0222  ___________________________________________________________________
 MK0222* NAD 83(1986)-  41 34 49.     (N)    096 02 00.     (W)     SCALED    
 MK0222* NAVD 88     -       307.543  (meters)    1009.00   (feet)  ADJUSTED  
 MK0222  ___________________________________________________________________
 MK0222  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 MK0222  DYNAMIC HT  -         307.405 (meters)    1008.54  (feet)  COMP
 MK0222  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 MK0222
 MK0222  VERT ORDER  -  SECOND    CLASS 0
 MK0222
 MK0222.The horizontal coordinates were scaled from a topographic map and have
 MK0222.an estimated accuracy of +/- 6 seconds.
 MK0222
 MK0222.The orthometric height was determined by differential leveling
 MK0222.and adjusted by the National Geodetic Survey in June 1991..
 MK0222
 MK0222.The geoid height was determined by GEOID03.
 MK0222
 MK0222.The dynamic height is computed by dividing the NAVD 88
 MK0222.geopotential number by the normal gravity value computed on the
 MK0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0222.degrees latitude (g = 980.6199 gals.).
 MK0222
 MK0222.The modeled gravity was interpolated from observed gravity values.
 MK0222
 MK0222;                    North         East    Units  Estimated Accuracy
 MK0222;SPC IA S     -   178,570.      288,770.      MT  (+/- 180 meters Scaled)
 MK0222
 MK0222                          SUPERSEDED SURVEY CONTROL
 MK0222
 MK0222  NGVD 29 (??/??/92)  307.398  (m)         1008.52   (f) ADJ UNCH    2 0
 MK0222
 MK0222.Superseded values are not recommended for survey control.
 MK0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0222.See file dsdata.txt to determine how the superseded data were derived.
 MK0222
 MK0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM473074(NAD 83)
 MK0222_MARKER: DB = BENCH MARK DISK
 MK0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0222_STAMPING: G 136 1948
 MK0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0222+STABILITY: SURFACE MOTION
 MK0222
 MK0222  HISTORY     - Date     Condition        Report By
 MK0222  HISTORY     - 1948     MONUMENTED       CGS
 MK0222
 MK0222                          STATION DESCRIPTION
 MK0222
 MK0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0222'3.6 MI SW FROM MODALE.
 MK0222'1.0 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE MODALE
 MK0222'CONSOLIDATED SCHOOL AT MODALE, THENCE 0.6 MILE WEST ALONG A
 MK0222'DIRT ROAD, THENCE 1.75 MILES SOUTHERLY ALONG A DIRT ROAD ON
 MK0222'TOP OF A DIKE, THENCE 0.25 MILE WEST ALONG A DIRT ROAD, AT A
 MK0222'FARMHOUSE, IN THE SOUTHEAST CORNER OF A BARN LOT, 87.0 FEET
 MK0222'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 22.0 FEET
 MK0222'NORTH OF THE CENTER LINE OF THE ROAD, 6.0 FEET EAST OF THE
 MK0222'ESAT GATE POST OF A GATE INTO THE BARN LOT, 5.6 FEET WEST OF A
 MK0222'3-WAY CORNER FENCE POST, 1.5 FEET NORTH OF A FENCE, 1.8 FEET
 MK0222'EAST OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 MK0222'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0246 ***********************************************************************
 MK0246  DESIGNATION -  G 137
 MK0246  PID         -  MK0246
 MK0246  STATE/COUNTY-  IA/HARRISON
 MK0246  USGS QUAD   -  MONDAMIN (1970)
 MK0246
 MK0246                         *CURRENT SURVEY CONTROL
 MK0246  ___________________________________________________________________
 MK0246* NAD 83(1986)-  41 40 21.     (N)    096 05 53.     (W)     SCALED    
 MK0246* NAVD 88     -       310.045  (meters)    1017.21   (feet)  ADJUSTED  
 MK0246  ___________________________________________________________________
 MK0246  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 MK0246  DYNAMIC HT  -         309.914 (meters)    1016.78  (feet)  COMP
 MK0246  MODELED GRAV-     980,192.5   (mgal)                       NAVD 88
 MK0246
 MK0246  VERT ORDER  -  SECOND    CLASS 0
 MK0246
 MK0246.The horizontal coordinates were scaled from a topographic map and have
 MK0246.an estimated accuracy of +/- 6 seconds.
 MK0246
 MK0246.The orthometric height was determined by differential leveling
 MK0246.and adjusted by the National Geodetic Survey in June 1991..
 MK0246
 MK0246.The geoid height was determined by GEOID03.
 MK0246
 MK0246.The dynamic height is computed by dividing the NAVD 88
 MK0246.geopotential number by the normal gravity value computed on the
 MK0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0246.degrees latitude (g = 980.6199 gals.).
 MK0246
 MK0246.The modeled gravity was interpolated from observed gravity values.
 MK0246
 MK0246;                    North         East    Units  Estimated Accuracy
 MK0246;SPC IA S     -   188,960.      283,690.      MT  (+/- 180 meters Scaled)
 MK0246
 MK0246                          SUPERSEDED SURVEY CONTROL
 MK0246
 MK0246  NGVD 29 (??/??/92)  309.900  (m)         1016.73   (f) ADJ UNCH    2 0
 MK0246
 MK0246.Superseded values are not recommended for survey control.
 MK0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0246.See file dsdata.txt to determine how the superseded data were derived.
 MK0246
 MK0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM415174(NAD 83)
 MK0246_MARKER: DB = BENCH MARK DISK
 MK0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0246_STAMPING: G 137 1948
 MK0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0246+STABILITY: SURFACE MOTION
 MK0246
 MK0246  HISTORY     - Date     Condition        Report By
 MK0246  HISTORY     - 1948     MONUMENTED       CGS
 MK0246  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0246
 MK0246                          STATION DESCRIPTION
 MK0246
 MK0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0246'7.8 MI SW FROM MONDAMIN.
 MK0246'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0246'THE STATION AT MONDAMIN, THENCE 1.95 MILES WEST ALONG A DIRT
 MK0246'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.9 MILE
 MK0246'WEST ALONG A DIRT ROAD, THENCE 1.4 MILES SOUTHERLY ALONG A DIRT
 MK0246'ROAD ON TOP OF A DIKE, THENCE 1.8 MILES SOUTH ALONG A DIRT ROAD,
 MK0246'THENCE 1.0 MILE WEST ALONG A DIRT ROAD, AT A T ROAD LEADING NORTH,
 MK0246'38.0 FEET EAST OF A POINT IN LINE WITH A ROW OF LARGE TREES, 29.0
 MK0246'FEET EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 18.0
 MK0246'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 0.8 FOOT SOUTH
 MK0246'OF A FENCE, 1.5 FEET WEST OF A REFERENCE POST, SET IN TOP OF A
 MK0246'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MK0246
 MK0246                          STATION RECOVERY (1974)
 MK0246
 MK0246'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0719 ***********************************************************************
 MJ0719  DESIGNATION -  G 138
 MJ0719  PID         -  MJ0719
 MJ0719  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0719  USGS QUAD   -  LOVELAND (1994)
 MJ0719
 MJ0719                         *CURRENT SURVEY CONTROL
 MJ0719  ___________________________________________________________________
 MJ0719* NAD 83(1986)-  41 26 13.     (N)    095 54 32.     (W)     SCALED    
 MJ0719* NAVD 88     -       301.604  (meters)     989.51   (feet)  ADJUSTED  
 MJ0719  ___________________________________________________________________
 MJ0719  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 MJ0719  DYNAMIC HT  -         301.466 (meters)     989.06  (feet)  COMP
 MJ0719  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 MJ0719
 MJ0719  VERT ORDER  -  SECOND    CLASS 0
 MJ0719
 MJ0719.The horizontal coordinates were scaled from a topographic map and have
 MJ0719.an estimated accuracy of +/- 6 seconds.
 MJ0719
 MJ0719.The orthometric height was determined by differential leveling
 MJ0719.and adjusted by the National Geodetic Survey in June 1991..
 MJ0719
 MJ0719.The geoid height was determined by GEOID03.
 MJ0719
 MJ0719.The dynamic height is computed by dividing the NAVD 88
 MJ0719.geopotential number by the normal gravity value computed on the
 MJ0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0719.degrees latitude (g = 980.6199 gals.).
 MJ0719
 MJ0719.The modeled gravity was interpolated from observed gravity values.
 MJ0719
 MJ0719;                    North         East    Units  Estimated Accuracy
 MJ0719;SPC IA S     -   162,360.      298,710.      MT  (+/- 180 meters Scaled)
 MJ0719
 MJ0719                          SUPERSEDED SURVEY CONTROL
 MJ0719
 MJ0719  NGVD 29 (??/??/92)  301.468  (m)          989.07   (f) ADJ UNCH    2 0
 MJ0719
 MJ0719.Superseded values are not recommended for survey control.
 MJ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0719.See file dsdata.txt to determine how the superseded data were derived.
 MJ0719
 MJ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF569913(NAD 83)
 MJ0719_MARKER: DB = BENCH MARK DISK
 MJ0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0719_STAMPING: G 138 1948
 MJ0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0719+STABILITY: SURFACE MOTION
 MJ0719
 MJ0719  HISTORY     - Date     Condition        Report By
 MJ0719  HISTORY     - 1948     MONUMENTED       CGS
 MJ0719
 MJ0719                          STATION DESCRIPTION
 MJ0719
 MJ0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0719'7.7 MI SW FROM LOVELAND.
 MJ0719'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0719'LOVELAND, THENCE 2.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.5
 MJ0719'MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 MJ0719'DIRT ROAD, THENCE 0.9 MILE SOUTHEAST ALONG A DIRT ROAD, THENCE
 MJ0719'1.9 MILES SOUTH ALONG A DIRT ROAD, AT A T ROAD, BETWEEN TWO
 MJ0719'POWER LINE POLES SLOPING TO A POINT FOR THE CROSS-ARM, 137.0 FEET
 MJ0719'SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 28.0 FEET
 MJ0719'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 3.5 FEET EAST
 MJ0719'OF A FENCE, 1.1 FEET NORTH OF A REFERENCE POST, ABOUT 5.0 FEET
 MJ0719'BELOW ROAD LEVEL, SET IN TOP OF A CONCRETE POST PROJECTING 0.8
 MJ0719'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0768 ***********************************************************************
 MJ0768  DESIGNATION -  G 139
 MJ0768  PID         -  MJ0768
 MJ0768  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0768  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0768
 MJ0768                         *CURRENT SURVEY CONTROL
 MJ0768  ___________________________________________________________________
 MJ0768* NAD 83(1986)-  41 17 15.     (N)    095 52 13.     (W)     SCALED    
 MJ0768* NAVD 88     -       299.290  (meters)     981.92   (feet)  ADJUSTED  
 MJ0768  ___________________________________________________________________
 MJ0768  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 MJ0768  DYNAMIC HT  -         299.165 (meters)     981.51  (feet)  COMP
 MJ0768  MODELED GRAV-     980,199.3   (mgal)                       NAVD 88
 MJ0768
 MJ0768  VERT ORDER  -  SECOND    CLASS 0
 MJ0768
 MJ0768.The horizontal coordinates were scaled from a topographic map and have
 MJ0768.an estimated accuracy of +/- 6 seconds.
 MJ0768
 MJ0768.The orthometric height was determined by differential leveling
 MJ0768.and adjusted by the National Geodetic Survey in June 1991..
 MJ0768
 MJ0768.The geoid height was determined by GEOID03.
 MJ0768
 MJ0768.The dynamic height is computed by dividing the NAVD 88
 MJ0768.geopotential number by the normal gravity value computed on the
 MJ0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0768.degrees latitude (g = 980.6199 gals.).
 MJ0768
 MJ0768.The modeled gravity was interpolated from observed gravity values.
 MJ0768
 MJ0768;                    North         East    Units  Estimated Accuracy
 MJ0768;SPC IA S     -   145,680.      301,480.      MT  (+/- 180 meters Scaled)
 MJ0768
 MJ0768                          SUPERSEDED SURVEY CONTROL
 MJ0768
 MJ0768  NGVD 29 (??/??/92)  299.171  (m)          981.53   (f) ADJ UNCH    2 0
 MJ0768
 MJ0768.Superseded values are not recommended for survey control.
 MJ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0768.See file dsdata.txt to determine how the superseded data were derived.
 MJ0768
 MJ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF596746(NAD 83)
 MJ0768_MARKER: DB = BENCH MARK DISK
 MJ0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0768_STAMPING: G 139 1948
 MJ0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0768+STABILITY: SURFACE MOTION
 MJ0768
 MJ0768  HISTORY     - Date     Condition        Report By
 MJ0768  HISTORY     - 1948     MONUMENTED       CGS
 MJ0768
 MJ0768                          STATION DESCRIPTION
 MJ0768
 MJ0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0768'4 MI NE FROM COUNCIL BLUFFS.
 MJ0768'4.0 MILES NORTHEAST ALONG A DIKE ROAD FROM THE EAST END OF THE
 MJ0768'UNION PACIFIC RAILROAD BRIDGE OVER THE MISSOURI RIVER AT COUNCIL
 MJ0768'BLUFFS, AT A FARMHOUSE, 225.0 FEET SOUTHEAST OF THE TOP OF THE
 MJ0768'DIKE, 43.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE,
 MJ0768'20.0 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 MJ0768'EAST TO A BARN, 5.5 FEET NORTH OF THE SOUTHWEST FENCE CORNER
 MJ0768'OF THE FENCE AROUND THE HOUSE, SET IN THE TOP OF A CONCRETE
 MJ0768'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0967 ***********************************************************************
 MJ0967  DESIGNATION -  G 140
 MJ0967  PID         -  MJ0967
 MJ0967  STATE/COUNTY-  IA/HARRISON
 MJ0967  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0967
 MJ0967                         *CURRENT SURVEY CONTROL
 MJ0967  ___________________________________________________________________
 MJ0967* NAD 83(1986)-  41 33 14.     (N)    095 53 40.     (W)     SCALED    
 MJ0967* NAVD 88     -       307.340  (meters)    1008.33   (feet)  ADJUSTED  
 MJ0967  ___________________________________________________________________
 MJ0967  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 MJ0967  DYNAMIC HT  -         307.197 (meters)    1007.86  (feet)  COMP
 MJ0967  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 MJ0967
 MJ0967  VERT ORDER  -  FIRST     CLASS II
 MJ0967
 MJ0967.The horizontal coordinates were scaled from a topographic map and have
 MJ0967.an estimated accuracy of +/- 6 seconds.
 MJ0967
 MJ0967.The orthometric height was determined by differential leveling
 MJ0967.and adjusted by the National Geodetic Survey in June 1991..
 MJ0967
 MJ0967.The geoid height was determined by GEOID03.
 MJ0967
 MJ0967.The dynamic height is computed by dividing the NAVD 88
 MJ0967.geopotential number by the normal gravity value computed on the
 MJ0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0967.degrees latitude (g = 980.6199 gals.).
 MJ0967
 MJ0967.The modeled gravity was interpolated from observed gravity values.
 MJ0967
 MJ0967;                    North         East    Units  Estimated Accuracy
 MJ0967;SPC IA S     -   175,310.      300,270.      MT  (+/- 180 meters Scaled)
 MJ0967
 MJ0967                          SUPERSEDED SURVEY CONTROL
 MJ0967
 MJ0967  NGVD 29 (??/??/92)  307.198  (m)         1007.87   (f) ADJ UNCH    1 2
 MJ0967
 MJ0967.Superseded values are not recommended for survey control.
 MJ0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0967.See file dsdata.txt to determine how the superseded data were derived.
 MJ0967
 MJ0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG586042(NAD 83)
 MJ0967_MARKER: DB = BENCH MARK DISK
 MJ0967_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0967_SP_SET: BUILDING
 MJ0967_STAMPING: G 140 1948
 MJ0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0967
 MJ0967  HISTORY     - Date     Condition        Report By
 MJ0967  HISTORY     - 1948     MONUMENTED       CGS
 MJ0967  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MJ0967
 MJ0967                          STATION DESCRIPTION
 MJ0967
 MJ0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0967'AT MISSOURI VALLEY.
 MJ0967'AT MISSOURI VALLEY, NEAR THE WEST END OF THE RAILROAD YARDS,
 MJ0967'0.4 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 MJ0967'THE STATION, 250.0 FEET EAST OF THE ROUND HOUSE, SET VERTICALLY
 MJ0967'IN THE SOUTH FACE OF AND NEAR THE SOUTHEAST CORNER OF A BRICK
 MJ0967'TILE BUILDING, 3.6 FEET WEST OF THE SOUTHEAST CORNER OF THE
 MJ0967'BUILDING, 2.7 FEET ABOVE THE GROUND, 0.7 FOOT BELOW THE TOP OF
 MJ0967'THE CONCRETE FOUNDATION.
 MJ0967
 MJ0967                          STATION RECOVERY (1989)
 MJ0967
 MJ0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0967'THE BUILDING HAS BEEN REMOVED AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0292 ***********************************************************************
 NM0292  DESIGNATION -  G 141
 NM0292  PID         -  NM0292
 NM0292  STATE/COUNTY-  IA/MONONA
 NM0292  USGS QUAD   -  ALBATON (1969)
 NM0292
 NM0292                         *CURRENT SURVEY CONTROL
 NM0292  ___________________________________________________________________
 NM0292* NAD 83(1986)-  42 09 23.     (N)    096 17 26.     (W)     SCALED    
 NM0292* NAVD 88     -       325.219  (meters)    1066.99   (feet)  ADJUSTED  
 NM0292  ___________________________________________________________________
 NM0292  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 NM0292  DYNAMIC HT  -         325.108 (meters)    1066.63  (feet)  COMP
 NM0292  MODELED GRAV-     980,270.8   (mgal)                       NAVD 88
 NM0292
 NM0292  VERT ORDER  -  SECOND    CLASS 0
 NM0292
 NM0292.The horizontal coordinates were scaled from a topographic map and have
 NM0292.an estimated accuracy of +/- 6 seconds.
 NM0292
 NM0292.The orthometric height was determined by differential leveling
 NM0292.and adjusted by the National Geodetic Survey in June 1991..
 NM0292
 NM0292.The geoid height was determined by GEOID03.
 NM0292
 NM0292.The dynamic height is computed by dividing the NAVD 88
 NM0292.geopotential number by the normal gravity value computed on the
 NM0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0292.degrees latitude (g = 980.6199 gals.).
 NM0292
 NM0292.The modeled gravity was interpolated from observed gravity values.
 NM0292
 NM0292;                    North         East    Units  Estimated Accuracy
 NM0292;SPC IA N     - 1,076,720.    1,269,410.      MT  (+/- 180 meters Scaled)
 NM0292
 NM0292                          SUPERSEDED SURVEY CONTROL
 NM0292
 NM0292  NGVD 29 (??/??/92)  325.074  (m)         1066.51   (f) ADJ UNCH    2 0
 NM0292
 NM0292.Superseded values are not recommended for survey control.
 NM0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0292.See file dsdata.txt to determine how the superseded data were derived.
 NM0292
 NM0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM238706(NAD 83)
 NM0292_MARKER: DB = BENCH MARK DISK
 NM0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0292_STAMPING: G 141 1948
 NM0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0292+STABILITY: SURFACE MOTION
 NM0292
 NM0292  HISTORY     - Date     Condition        Report By
 NM0292  HISTORY     - 1948     MONUMENTED       CGS
 NM0292
 NM0292                          STATION DESCRIPTION
 NM0292
 NM0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0292'2.1 MI S FROM ALBATON.
 NM0292'2.1 MILES SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0292'AT ALBATON, 1.0 MILE EAST OF BENCH MARK F 141 1948, AT A CROSS
 NM0292'ROADS, 58.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM0292'ROAD, 31.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 NM0292'6.0 FEET NORTH OF THE CENTER LINE OF A FIELD ROAD ALONG THE
 NM0292'NORTH EDGE OF A CULTIVATED FIELD, 25.4 FEET WEST OF A CORNER
 NM0292'FENCE POST, 1.0 FOOT NORTH OF A FENCE, 1.5 FEET EAST OF A
 NM0292'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 NM0292'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0235 ***********************************************************************
 NM0235  DESIGNATION -  G 142
 NM0235  PID         -  NM0235
 NM0235  STATE/COUNTY-  IA/WOODBURY
 NM0235  USGS QUAD   -  HOMER (1976)
 NM0235
 NM0235                         *CURRENT SURVEY CONTROL
 NM0235  ___________________________________________________________________
 NM0235* NAD 83(1986)-  42 20 07.     (N)    096 23 17.     (W)     SCALED    
 NM0235* NAVD 88     -       329.424  (meters)    1080.79   (feet)  ADJUSTED  
 NM0235  ___________________________________________________________________
 NM0235  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 NM0235  DYNAMIC HT  -         329.318 (meters)    1080.44  (feet)  COMP
 NM0235  MODELED GRAV-     980,290.1   (mgal)                       NAVD 88
 NM0235
 NM0235  VERT ORDER  -  SECOND    CLASS 0
 NM0235
 NM0235.The horizontal coordinates were scaled from a topographic map and have
 NM0235.an estimated accuracy of +/- 6 seconds.
 NM0235
 NM0235.The orthometric height was determined by differential leveling
 NM0235.and adjusted by the National Geodetic Survey in June 1991..
 NM0235
 NM0235.The geoid height was determined by GEOID03.
 NM0235
 NM0235.The dynamic height is computed by dividing the NAVD 88
 NM0235.geopotential number by the normal gravity value computed on the
 NM0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0235.degrees latitude (g = 980.6199 gals.).
 NM0235
 NM0235.The modeled gravity was interpolated from observed gravity values.
 NM0235
 NM0235;                    North         East    Units  Estimated Accuracy
 NM0235;SPC IA N     - 1,096,840.    1,262,040.      MT  (+/- 180 meters Scaled)
 NM0235
 NM0235                          SUPERSEDED SURVEY CONTROL
 NM0235
 NM0235  NGVD 29 (??/??/92)  329.267  (m)         1080.27   (f) ADJ UNCH    2 0
 NM0235
 NM0235.Superseded values are not recommended for survey control.
 NM0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0235.See file dsdata.txt to determine how the superseded data were derived.
 NM0235
 NM0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM151903(NAD 83)
 NM0235_MARKER: DB = BENCH MARK DISK
 NM0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0235_STAMPING: G 142 1948
 NM0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0235+STABILITY: SURFACE MOTION
 NM0235
 NM0235  HISTORY     - Date     Condition        Report By
 NM0235  HISTORY     - 1948     MONUMENTED       CGS
 NM0235  HISTORY     - 1963     MARK NOT FOUND   NGS
 NM0235
 NM0235                          STATION DESCRIPTION
 NM0235
 NM0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0235'8 MI SW FROM SERGEANT BLUFF.
 NM0235'2.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0235'FROM THE STATION AT SERGEANT BLUFF, THENCE 3.1 MILES WEST ALONG A
 NM0235'GRAVEL ROAD, THENCE 0.7 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 1.3
 NM0235'MILES SOUTH ALONG A DIRT ROAD, ALONG THE WEST EDGE OF A GROVE OF
 NM0235'COTTONWOOD TREES, 102.6 FEET EAST OF A NORTH GATE POST IN A
 NM0235'NORTH-SOUTH FENCE, 22.0 FEET SOUTH OF THE CENTER LINE OF A
 NM0235'EAST-WEST FIELD ROAD, 1.9 FEET WEST OF A REFERENCE POST, SET IN
 NM0235'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0235
 NM0235                          STATION RECOVERY (1963)
 NM0235
 NM0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 NM0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0265 ***********************************************************************
 MK0265  DESIGNATION -  G 143
 MK0265  PID         -  MK0265
 MK0265  STATE/COUNTY-  IA/HARRISON
 MK0265  USGS QUAD   -  MONDAMIN (1970)
 MK0265
 MK0265                         *CURRENT SURVEY CONTROL
 MK0265  ___________________________________________________________________
 MK0265* NAD 83(1986)-  41 44 36.     (N)    096 03 38.     (W)     SCALED    
 MK0265* NAVD 88     -       312.264  (meters)    1024.49   (feet)  ADJUSTED  
 MK0265  ___________________________________________________________________
 MK0265  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 MK0265  DYNAMIC HT  -         312.135 (meters)    1024.06  (feet)  COMP
 MK0265  MODELED GRAV-     980,203.4   (mgal)                       NAVD 88
 MK0265
 MK0265  VERT ORDER  -  SECOND    CLASS 0
 MK0265
 MK0265.The horizontal coordinates were scaled from a topographic map and have
 MK0265.an estimated accuracy of +/- 6 seconds.
 MK0265
 MK0265.The orthometric height was determined by differential leveling
 MK0265.and adjusted by the National Geodetic Survey in June 1991..
 MK0265
 MK0265.The geoid height was determined by GEOID03.
 MK0265
 MK0265.The dynamic height is computed by dividing the NAVD 88
 MK0265.geopotential number by the normal gravity value computed on the
 MK0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0265.degrees latitude (g = 980.6199 gals.).
 MK0265
 MK0265.The modeled gravity was interpolated from observed gravity values.
 MK0265
 MK0265;                    North         East    Units  Estimated Accuracy
 MK0265;SPC IA S     -   196,740.      287,040.      MT  (+/- 180 meters Scaled)
 MK0265
 MK0265                          SUPERSEDED SURVEY CONTROL
 MK0265
 MK0265  NGVD 29 (??/??/92)  312.119  (m)         1024.01   (f) ADJ UNCH    2 0
 MK0265
 MK0265.Superseded values are not recommended for survey control.
 MK0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0265.See file dsdata.txt to determine how the superseded data were derived.
 MK0265
 MK0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM444254(NAD 83)
 MK0265_MARKER: DB = BENCH MARK DISK
 MK0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0265_STAMPING: G 143 1948
 MK0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0265+STABILITY: SURFACE MOTION
 MK0265
 MK0265  HISTORY     - Date     Condition        Report By
 MK0265  HISTORY     - 1948     MONUMENTED       CGS
 MK0265  HISTORY     - 1974     GOOD             LOCSUR
 MK0265
 MK0265                          STATION DESCRIPTION
 MK0265
 MK0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0265'3 MI NW FROM MONDAMIN.
 MK0265'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0265'THE STATION AT MONDAMIN, THENCE 1.6 MILES WEST ALONG A DIRT ROAD,
 MK0265'THENCE 1.7 MILES NORTH ALONG A DIRT ROAD, THENCE 0.2 MILE WEST
 MK0265'ALONG A DIRT ROAD, ABOUT 500.0 FEET WEST OF A STEEL BRIDGE OVER
 MK0265'SOLDIER RIVER, 42.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 MK0265'FARMHOUSE, 26.0 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE
 MK0265'ROAD, 30.8 FEET WEST OF A CORNER FENCE POST, 0.8 FOOT SOUTH OF A
 MK0265'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MK0265'THE GROUND.
 MK0265
 MK0265                          STATION RECOVERY (1974)
 MK0265
 MK0265'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0177 ***********************************************************************
 MK0177  DESIGNATION -  G 144
 MK0177  PID         -  MK0177
 MK0177  STATE/COUNTY-  IA/HARRISON
 MK0177  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0177
 MK0177                         *CURRENT SURVEY CONTROL
 MK0177  ___________________________________________________________________
 MK0177* NAD 83(1986)-  41 51 28.     (N)    096 07 03.     (W)     SCALED    
 MK0177* NAVD 88     -       316.506  (meters)    1038.40   (feet)  ADJUSTED  
 MK0177  ___________________________________________________________________
 MK0177  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MK0177  DYNAMIC HT  -         316.384 (meters)    1038.00  (feet)  COMP
 MK0177  MODELED GRAV-     980,229.9   (mgal)                       NAVD 88
 MK0177
 MK0177  VERT ORDER  -  SECOND    CLASS 0
 MK0177
 MK0177.The horizontal coordinates were scaled from a topographic map and have
 MK0177.an estimated accuracy of +/- 6 seconds.
 MK0177
 MK0177.The orthometric height was determined by differential leveling
 MK0177.and adjusted by the National Geodetic Survey in June 1991..
 MK0177
 MK0177.The geoid height was determined by GEOID03.
 MK0177
 MK0177.The dynamic height is computed by dividing the NAVD 88
 MK0177.geopotential number by the normal gravity value computed on the
 MK0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0177.degrees latitude (g = 980.6199 gals.).
 MK0177
 MK0177.The modeled gravity was interpolated from observed gravity values.
 MK0177
 MK0177;                    North         East    Units  Estimated Accuracy
 MK0177;SPC IA S     -   209,580.      282,690.      MT  (+/- 180 meters Scaled)
 MK0177
 MK0177                          SUPERSEDED SURVEY CONTROL
 MK0177
 MK0177  NGVD 29 (??/??/92)  316.356  (m)         1037.91   (f) ADJ UNCH    2 0
 MK0177
 MK0177.Superseded values are not recommended for survey control.
 MK0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0177.See file dsdata.txt to determine how the superseded data were derived.
 MK0177
 MK0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM392380(NAD 83)
 MK0177_MARKER: DB = BENCH MARK DISK
 MK0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0177_STAMPING: G 144 1948
 MK0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0177+STABILITY: SURFACE MOTION
 MK0177
 MK0177  HISTORY     - Date     Condition        Report By
 MK0177  HISTORY     - 1948     MONUMENTED       CGS
 MK0177
 MK0177                          STATION DESCRIPTION
 MK0177
 MK0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0177'6.2 MI NW FROM RIVER SIOUX.
 MK0177'3.1 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0177'FROM THE STATION AT RIVER SIOUX, THENCE 1.4 MILES NORTHWEST
 MK0177'ALONG U.S. HIGHWAY NO. 75, THENCE 1.0 MILE WEST ALONG A DIRT
 MK0177'ROAD, THENCE 0.15 MILE SOUTH ALONG A TRAIL, THENCE 0.2 MILE
 MK0177'WEST ALONG A TRAIL, 42.7 FEET NORTHEAST OF THE NORTHEAST
 MK0177'CORNER OF A FARMHOUSE, 77.0 FEET SOUTHEAST OF A YARD LIGHT
 MK0177'POLE, 17.0 FEET SOUTH OF THE CENTER LINE OF THE TRAIL, 6.5
 MK0177'FEET NORTHWEST OF A 14-INCH LOCUS TREE, SET IN THE TOP OF A
 MK0177'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0321 ***********************************************************************
 NM0321  DESIGNATION -  G 145
 NM0321  PID         -  NM0321
 NM0321  STATE/COUNTY-  IA/MONONA
 NM0321  USGS QUAD   -  ONAWA SW (1969)
 NM0321
 NM0321                         *CURRENT SURVEY CONTROL
 NM0321  ___________________________________________________________________
 NM0321* NAD 83(1986)-  42 04 54.     (N)    096 12 50.     (W)     SCALED    
 NM0321* NAVD 88     -       322.961  (meters)    1059.58   (feet)  ADJUSTED  
 NM0321  ___________________________________________________________________
 NM0321  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 NM0321  DYNAMIC HT  -         322.848 (meters)    1059.21  (feet)  COMP
 NM0321  MODELED GRAV-     980,262.4   (mgal)                       NAVD 88
 NM0321
 NM0321  VERT ORDER  -  SECOND    CLASS 0
 NM0321
 NM0321.The horizontal coordinates were scaled from a topographic map and have
 NM0321.an estimated accuracy of +/- 6 seconds.
 NM0321
 NM0321.The orthometric height was determined by differential leveling
 NM0321.and adjusted by the National Geodetic Survey in June 1991..
 NM0321
 NM0321.The geoid height was determined by GEOID03.
 NM0321
 NM0321.The dynamic height is computed by dividing the NAVD 88
 NM0321.geopotential number by the normal gravity value computed on the
 NM0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0321.degrees latitude (g = 980.6199 gals.).
 NM0321
 NM0321.The modeled gravity was interpolated from observed gravity values.
 NM0321
 NM0321;                    North         East    Units  Estimated Accuracy
 NM0321;SPC IA N     - 1,068,210.    1,275,480.      MT  (+/- 180 meters Scaled)
 NM0321
 NM0321                          SUPERSEDED SURVEY CONTROL
 NM0321
 NM0321  NGVD 29 (??/??/92)  322.821  (m)         1059.12   (f) ADJ UNCH    2 0
 NM0321
 NM0321.Superseded values are not recommended for survey control.
 NM0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0321.See file dsdata.txt to determine how the superseded data were derived.
 NM0321
 NM0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM304626(NAD 83)
 NM0321_MARKER: DB = BENCH MARK DISK
 NM0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0321_STAMPING: G 145 1948
 NM0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0321+STABILITY: SURFACE MOTION
 NM0321
 NM0321  HISTORY     - Date     Condition        Report By
 NM0321  HISTORY     - 1948     MONUMENTED       CGS
 NM0321
 NM0321                          STATION DESCRIPTION
 NM0321
 NM0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0321'9.9 MI SW FROM WHITING.
 NM0321'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0321'FROM THE STATION AT WHITING, THENCE 5.3 MILES WEST ALONG A DIRT
 NM0321'ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE
 NM0321'EAST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD,
 NM0321'0.8 MILE NORTH OF BENCH  MARK F 145 1948, AT THE NORTHEAST
 NM0321'CORNER OF A WOODED AREA, 0.2 MILE SOUTH OF A ROAD CROSSING,
 NM0321'34.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 16.0 FEET SOUTH
 NM0321'OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST INTO A
 NM0321'CULTIVATED FIELD, 3.6 FEET SOUTH OF A CORNER FENCE POST, 1.4
 NM0321'FEET EAST OF A FENCE, 1.3 FEET NORTH OF A REFERENCE POST, SET IN
 NM0321'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0549 ***********************************************************************
 NM0549  DESIGNATION -  G 146
 NM0549  PID         -  NM0549
 NM0549  STATE/COUNTY-  IA/WOODBURY
 NM0549  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0549
 NM0549                         *CURRENT SURVEY CONTROL
 NM0549  ___________________________________________________________________
 NM0549* NAD 83(1986)-  42 29 28.     (N)    096 26 17.     (W)     SCALED    
 NM0549* NAVD 88     -       333.606  (meters)    1094.51   (feet)  ADJUSTED  
 NM0549  ___________________________________________________________________
 NM0549  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 NM0549  DYNAMIC HT  -         333.501 (meters)    1094.16  (feet)  COMP
 NM0549  MODELED GRAV-     980,295.9   (mgal)                       NAVD 88
 NM0549
 NM0549  VERT ORDER  -  FIRST     CLASS II
 NM0549
 NM0549.The horizontal coordinates were scaled from a topographic map and have
 NM0549.an estimated accuracy of +/- 6 seconds.
 NM0549
 NM0549.The orthometric height was determined by differential leveling
 NM0549.and adjusted by the National Geodetic Survey in June 1991..
 NM0549
 NM0549.The geoid height was determined by GEOID03.
 NM0549
 NM0549.The dynamic height is computed by dividing the NAVD 88
 NM0549.geopotential number by the normal gravity value computed on the
 NM0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0549.degrees latitude (g = 980.6199 gals.).
 NM0549
 NM0549.The modeled gravity was interpolated from observed gravity values.
 NM0549
 NM0549;                    North         East    Units  Estimated Accuracy
 NM0549;SPC IA N     - 1,114,290.    1,258,520.      MT  (+/- 180 meters Scaled)
 NM0549
 NM0549                          SUPERSEDED SURVEY CONTROL
 NM0549
 NM0549  NGVD 29 (??/??/92)  333.441  (m)         1093.96   (f) ADJ UNCH    1 2
 NM0549
 NM0549.Superseded values are not recommended for survey control.
 NM0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0549.See file dsdata.txt to determine how the superseded data were derived.
 NM0549
 NM0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN105074(NAD 83)
 NM0549_MARKER: DB = BENCH MARK DISK
 NM0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0549_STAMPING: G 146 1948
 NM0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0549+STABILITY: SURFACE MOTION
 NM0549
 NM0549  HISTORY     - Date     Condition        Report By
 NM0549  HISTORY     - 1948     MONUMENTED       CGS
 NM0549  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0549
 NM0549                          STATION DESCRIPTION
 NM0549
 NM0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0549'1.2 MI W FROM SIOUX CITY.
 NM0549'1.15 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NM0549'RAILROAD FROM THE NORTH END OF THE COMBINATION BRIDGE AT SIOUX
 NM0549'CITY, IN A SMALL WILLOW GROVE LOCATED IN A CULTIVATED FIELD,
 NM0549'ABOUT 0.1 MILE EAST OF MILEPOST 92, ABOUT 350.0 FEET SOUTHEAST
 NM0549'OF THE RAILROAD, 1.1 MILES SOUTHEAST OF BENCH MARK F 146, 2.5
 NM0549'FEET SOUTHEAST OF 431 (USED), 2.5 FEET SOUTH OF AN IRON POST,
 NM0549'2.5 FEET EAST OF AN IRON POST, 1.6 FEET SOUTHEAST OF A REFERENCE
 NM0549'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NM0549'THE GROUND.
 NM0549
 NM0549                          STATION RECOVERY (1962)
 NM0549
 NM0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0509 ***********************************************************************
 MJ0509  DESIGNATION -  G 147
 MJ0509  PID         -  MJ0509
 MJ0509  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0509  USGS QUAD   -  AVOCA (1994)
 MJ0509
 MJ0509                         *CURRENT SURVEY CONTROL
 MJ0509  ___________________________________________________________________
 MJ0509* NAD 83(1986)-  41 24 16.     (N)    095 20 13.     (W)     SCALED    
 MJ0509* NAVD 88     -       386.416  (meters)    1267.77   (feet)  ADJUSTED  
 MJ0509  ___________________________________________________________________
 MJ0509  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 MJ0509  DYNAMIC HT  -         386.263 (meters)    1267.26  (feet)  COMP
 MJ0509  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 MJ0509
 MJ0509  VERT ORDER  -  SECOND    CLASS 0
 MJ0509
 MJ0509.The horizontal coordinates were scaled from a topographic map and have
 MJ0509.an estimated accuracy of +/- 6 seconds.
 MJ0509
 MJ0509.The orthometric height was determined by differential leveling
 MJ0509.and adjusted by the National Geodetic Survey in June 1991..
 MJ0509
 MJ0509.The geoid height was determined by GEOID03.
 MJ0509
 MJ0509.The dynamic height is computed by dividing the NAVD 88
 MJ0509.geopotential number by the normal gravity value computed on the
 MJ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0509.degrees latitude (g = 980.6199 gals.).
 MJ0509
 MJ0509.The modeled gravity was interpolated from observed gravity values.
 MJ0509
 MJ0509;                    North         East    Units  Estimated Accuracy
 MJ0509;SPC IA S     -   157,580.      346,420.      MT  (+/- 180 meters Scaled)
 MJ0509
 MJ0509                          SUPERSEDED SURVEY CONTROL
 MJ0509
 MJ0509  NGVD 29 (??/??/92)  386.329  (m)         1267.48   (f) ADJ UNCH    2 0
 MJ0509
 MJ0509.Superseded values are not recommended for survey control.
 MJ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0509.See file dsdata.txt to determine how the superseded data were derived.
 MJ0509
 MJ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF046862(NAD 83)
 MJ0509_MARKER: DB = BENCH MARK DISK
 MJ0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0509_STAMPING: G 147 1949
 MJ0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0509+STABILITY: SURFACE MOTION
 MJ0509
 MJ0509  HISTORY     - Date     Condition        Report By
 MJ0509  HISTORY     - 1949     MONUMENTED       CGS
 MJ0509  HISTORY     - 1962     MARK NOT FOUND   USGS
 MJ0509
 MJ0509                          STATION DESCRIPTION
 MJ0509
 MJ0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0509'2.1 MI N FROM HANCOCK.
 MJ0509'2.1 MILES NORTH ALONG U.S. HIGHWAY NO. 59 FROM THE HANCOCK
 MJ0509'SCHOOL AT HANCOCK, IN THE NORTHEAST QUARTER OF A ROAD CROSSING,
 MJ0509'41.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 37.0 FEET
 MJ0509'NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 5.8 FEET
 MJ0509'NORTH OF A POWER LINE POLE, 5.6 FEET NORTH OF A CORNER FENCE
 MJ0509'POST, 1.4 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 1.3 FEET
 MJ0509'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MJ0509'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MJ0509
 MJ0509                          STATION RECOVERY (1962)
 MJ0509
 MJ0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MJ0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0468 ***********************************************************************
 MJ0468  DESIGNATION -  G 148
 MJ0468  PID         -  MJ0468
 MJ0468  STATE/COUNTY-  IA/MILLS
 MJ0468  USGS QUAD   -  CARSON (1978)
 MJ0468
 MJ0468                         *CURRENT SURVEY CONTROL
 MJ0468  ___________________________________________________________________
 MJ0468* NAD 83(1986)-  41 08 44.     (N)    095 28 43.     (W)     SCALED    
 MJ0468* NAVD 88     -       364.141  (meters)    1194.69   (feet)  ADJUSTED  
 MJ0468  ___________________________________________________________________
 MJ0468  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 MJ0468  DYNAMIC HT  -         363.987 (meters)    1194.18  (feet)  COMP
 MJ0468  MODELED GRAV-     980,189.8   (mgal)                       NAVD 88
 MJ0468
 MJ0468  VERT ORDER  -  SECOND    CLASS 0
 MJ0468
 MJ0468.The horizontal coordinates were scaled from a topographic map and have
 MJ0468.an estimated accuracy of +/- 6 seconds.
 MJ0468
 MJ0468.The orthometric height was determined by differential leveling
 MJ0468.and adjusted by the National Geodetic Survey in June 1991..
 MJ0468
 MJ0468.The geoid height was determined by GEOID03.
 MJ0468
 MJ0468.The dynamic height is computed by dividing the NAVD 88
 MJ0468.geopotential number by the normal gravity value computed on the
 MJ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0468.degrees latitude (g = 980.6199 gals.).
 MJ0468
 MJ0468.The modeled gravity was interpolated from observed gravity values.
 MJ0468
 MJ0468;                    North         East    Units  Estimated Accuracy
 MJ0468;SPC IA S     -   129,100.      333,920.      MT  (+/- 180 meters Scaled)
 MJ0468
 MJ0468                          SUPERSEDED SURVEY CONTROL
 MJ0468
 MJ0468  NGVD 29 (??/??/92)  364.056  (m)         1194.41   (f) ADJ UNCH    2 0
 MJ0468
 MJ0468.Superseded values are not recommended for survey control.
 MJ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0468.See file dsdata.txt to determine how the superseded data were derived.
 MJ0468
 MJ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF919578(NAD 83)
 MJ0468_MARKER: DB = BENCH MARK DISK
 MJ0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0468_STAMPING: G 148 1949
 MJ0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0468+STABILITY: SURFACE MOTION
 MJ0468
 MJ0468  HISTORY     - Date     Condition        Report By
 MJ0468  HISTORY     - 1949     MONUMENTED       CGS
 MJ0468  HISTORY     - 1976     MARK NOT FOUND   USGS
 MJ0468
 MJ0468                          STATION DESCRIPTION
 MJ0468
 MJ0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0468'2.7 MI NW FROM HENDERSON.
 MJ0468'0.3 MILE NORTH ALONG STATE HIGHWAY 244 FROM THE CITIZENS BANK
 MJ0468'AT HENDERSON, THENCE 2.4 MILES WEST ALONG COUNTY ROAD U, AT
 MJ0468'THE EAST POINT OF THE TRIANGLE FORMED BY THE JUNCTION OF COUNTY
 MJ0468'ROADS U, F AND A, 37.0 FEET NORTHWEST OF THE CENTER LINE OF
 MJ0468'COUNTY ROAD U, 33.0 FEET SOUTH OF THE CENTER LINE OF COUNTY
 MJ0468'ROAD A, 3.3 FEET EAST OF A TELEPHONE POLE, 1.5 FEET WEST OF A
 MJ0468'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MJ0468'0.4 FOOT ABOVE THE GROUND.
 MJ0468
 MJ0468                          STATION RECOVERY (1976)
 MJ0468
 MJ0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MJ0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0480 ***********************************************************************
 MJ0480  DESIGNATION -  G 149
 MJ0480  PID         -  MJ0480
 MJ0480  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0480  USGS QUAD   -  CARSON (1978)
 MJ0480
 MJ0480                         *CURRENT SURVEY CONTROL
 MJ0480  ___________________________________________________________________
 MJ0480* NAD 83(1986)-  41 14 00.     (N)    095 24 12.     (W)     SCALED    
 MJ0480* NAVD 88     -       371.840  (meters)    1219.95   (feet)  ADJUSTED  
 MJ0480  ___________________________________________________________________
 MJ0480  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 MJ0480  DYNAMIC HT  -         371.688 (meters)    1219.45  (feet)  COMP
 MJ0480  MODELED GRAV-     980,202.4   (mgal)                       NAVD 88
 MJ0480
 MJ0480  VERT ORDER  -  SECOND    CLASS 0
 MJ0480
 MJ0480.The horizontal coordinates were scaled from a topographic map and have
 MJ0480.an estimated accuracy of +/- 6 seconds.
 MJ0480
 MJ0480.The orthometric height was determined by differential leveling
 MJ0480.and adjusted by the National Geodetic Survey in June 1991..
 MJ0480
 MJ0480.The geoid height was determined by GEOID03.
 MJ0480
 MJ0480.The dynamic height is computed by dividing the NAVD 88
 MJ0480.geopotential number by the normal gravity value computed on the
 MJ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0480.degrees latitude (g = 980.6199 gals.).
 MJ0480
 MJ0480.The modeled gravity was interpolated from observed gravity values.
 MJ0480
 MJ0480;                    North         East    Units  Estimated Accuracy
 MJ0480;SPC IA S     -   138,710.      340,450.      MT  (+/- 180 meters Scaled)
 MJ0480
 MJ0480                          SUPERSEDED SURVEY CONTROL
 MJ0480
 MJ0480.No superseded survey control is available for this station.
 MJ0480
 MJ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF985674(NAD 83)
 MJ0480_MARKER: DB = BENCH MARK DISK
 MJ0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0480_STAMPING: G 149 1949
 MJ0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0480+STABILITY: SURFACE MOTION
 MJ0480
 MJ0480  HISTORY     - Date     Condition        Report By
 MJ0480  HISTORY     - 1949     MONUMENTED       CGS
 MJ0480
 MJ0480                          STATION DESCRIPTION
 MJ0480
 MJ0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0480'1.2 MI SE FROM CARSON.
 MJ0480'0.2 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0480'FROM THE STATION AT CARSON, THENCE 1.0 MILE EAST ALONG STATE
 MJ0480'HIGHWAY 100, IN THE NORTHEAST QUARTER OF THE JUNCTION OF STATE
 MJ0480'HIGHWAY 100 AND U.S. HIGHWAY 59, ABOUT 250.0 FEET NORTHEAST OF
 MJ0480'KINGS VIEW FARM RESIDENCE, 118.0 FEET NORTH OF THE CENTER LINE OF
 MJ0480'STATE HIGHWAY 100, 61.0 FEET EAST OF THE CENTER LINE OF U.S.
 MJ0480'HIGHWAY 59, 1.3 FEET SOUTHWEST OF A FENCE, 1.4 FEET NORTHWEST
 MJ0480'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 MJ0480'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0481 ***********************************************************************
 MJ0481  DESIGNATION -  G 149 RESET
 MJ0481  PID         -  MJ0481
 MJ0481  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0481  USGS QUAD   -  CARSON (1978)
 MJ0481
 MJ0481                         *CURRENT SURVEY CONTROL
 MJ0481  ___________________________________________________________________
 MJ0481* NAD 83(1986)-  41 14 00.     (N)    095 24 14.     (W)     SCALED    
 MJ0481* NAVD 88     -       372.69   (meters)    1222.7    (feet)  RESET     
 MJ0481  ___________________________________________________________________
 MJ0481  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 MJ0481
 MJ0481  VERT ORDER  -  THIRD
 MJ0481
 MJ0481.The horizontal coordinates were scaled from a topographic map and have
 MJ0481.an estimated accuracy of +/- 6 seconds.
 MJ0481
 MJ0481.The orthometric height was computed from unverified reset data.
 MJ0481
 MJ0481.The geoid height was determined by GEOID03.
 MJ0481
 MJ0481;                    North         East    Units  Estimated Accuracy
 MJ0481;SPC IA S     -   138,710.      340,400.      MT  (+/- 180 meters Scaled)
 MJ0481
 MJ0481                          SUPERSEDED SURVEY CONTROL
 MJ0481
 MJ0481  NGVD 29 (??/??/??)  372.60   (m)         1222.4    (f) RESET       3  
 MJ0481
 MJ0481.Superseded values are not recommended for survey control.
 MJ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0481.See file dsdata.txt to determine how the superseded data were derived.
 MJ0481
 MJ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF985674(NAD 83)
 MJ0481_MARKER: DB = BENCH MARK DISK
 MJ0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0481_STAMPING: G 149 RESET 1955
 MJ0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0481+STABILITY: SURFACE MOTION
 MJ0481
 MJ0481  HISTORY     - Date     Condition        Report By
 MJ0481  HISTORY     - 1955     MONUMENTED       CGS
 MJ0481  HISTORY     - 1956     GOOD             NGS
 MJ0481
 MJ0481                          STATION DESCRIPTION
 MJ0481
 MJ0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MJ0481'0.2 MI S FROM CARSON.
 MJ0481'0.2 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0481'FROM THE STATION AT CARSON, THENCE 1.0 MILE EAST ALONG STATE
 MJ0481'HIGHWAY 100, AT THE INTERSECTION OF U.S. HIGHWAY 59, 150 FEET
 MJ0481'NORTH OF A GRADE SEPARATION ON U.S. HIGHWAY 59, 72.1 FEET WEST
 MJ0481'OF SURVEY STATION 1949+10 ON STATE HIGHWAY 100, 18.8 FEET SOUTH
 MJ0481'OF A CORNER POST, ON THE WEST RIGHT-OF-WAY LINE OF U.S. 59, AND
 MJ0481'1.4 FEET NORTH OF A WHITE WOODEN WITNESS POST PROJECTING 0.5 FOOT
 MJ0481'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0006 ***********************************************************************
 NM0006  DESIGNATION -  G 15
 NM0006  PID         -  NM0006
 NM0006  STATE/COUNTY-  IA/PLYMOUTH
 NM0006  USGS QUAD   -  JAMES (1994)
 NM0006
 NM0006                         *CURRENT SURVEY CONTROL
 NM0006  ___________________________________________________________________
 NM0006* NAD 83(1986)-  42 36 17.     (N)    096 17 57.     (W)     SCALED    
 NM0006* NAVD 88     -       344.685  (meters)    1130.85   (feet)  ADJUSTED  
 NM0006  ___________________________________________________________________
 NM0006  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 NM0006  DYNAMIC HT  -         344.574 (meters)    1130.49  (feet)  COMP
 NM0006  MODELED GRAV-     980,290.5   (mgal)                       NAVD 88
 NM0006
 NM0006  VERT ORDER  -  SECOND    CLASS 0
 NM0006
 NM0006.The horizontal coordinates were scaled from a topographic map and have
 NM0006.an estimated accuracy of +/- 6 seconds.
 NM0006
 NM0006.The orthometric height was determined by differential leveling
 NM0006.and adjusted by the National Geodetic Survey in June 1991..
 NM0006
 NM0006.The geoid height was determined by GEOID03.
 NM0006
 NM0006.The dynamic height is computed by dividing the NAVD 88
 NM0006.geopotential number by the normal gravity value computed on the
 NM0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0006.degrees latitude (g = 980.6199 gals.).
 NM0006
 NM0006.The modeled gravity was interpolated from observed gravity values.
 NM0006
 NM0006;                    North         East    Units  Estimated Accuracy
 NM0006;SPC IA N     - 1,126,510.    1,270,350.      MT  (+/- 180 meters Scaled)
 NM0006
 NM0006                          SUPERSEDED SURVEY CONTROL
 NM0006
 NM0006  NGVD 29 (??/??/92)  344.475  (m)         1130.17   (f) ADJ UNCH    2 0
 NM0006
 NM0006.Superseded values are not recommended for survey control.
 NM0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0006.See file dsdata.txt to determine how the superseded data were derived.
 NM0006
 NM0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN215204(NAD 83)
 NM0006_MARKER: DB = BENCH MARK DISK
 NM0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0006_STAMPING: G 15 1934
 NM0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0006+STABILITY: SURFACE MOTION
 NM0006
 NM0006  HISTORY     - Date     Condition        Report By
 NM0006  HISTORY     - 1934     MONUMENTED       CGS
 NM0006  HISTORY     - 1962     MARK NOT FOUND   NGS
 NM0006
 NM0006                          STATION DESCRIPTION
 NM0006
 NM0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NM0006'10 MI N FROM HINTON.
 NM0006'IN PLYMOUTH COUNTY, 10 MILES NORTH ALONG THE SOO LINE RAILROAD
 NM0006'FORMERLY (C. STP.M. AND O. RY.) FROM THE STATION AT SIOUX CITY,
 NM0006'WOODBURY CO., 1.7 MILES SOUTH OF THE STATION AT HINTON, PLYMOUTH
 NM0006'COUNTY, OPPOSITE MILE POST 500, 51 FEET WEST OF THE WEST RAIL
 NM0006'OF THE SOO LINE RAILROAD CO. AND 45 FEET EAST OF THE EAST RAIL
 NM0006'OF THE ILLINOIS CENTRAL RAILROAD.  A STANDARD DISK, STAMPED G
 NM0006'15 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 NM0006'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0239 ***********************************************************************
 MJ0239  DESIGNATION -  G 150 RESET
 MJ0239  PID         -  MJ0239
 MJ0239  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0239  USGS QUAD   -  CORLEY (1978)
 MJ0239
 MJ0239                         *CURRENT SURVEY CONTROL
 MJ0239  ___________________________________________________________________
 MJ0239* NAD 83(1986)-  41 30 12.     (N)    095 20 13.     (W)     SCALED    
 MJ0239* NAVD 88     -       378.11   (meters)    1240.5    (feet)  RESET     
 MJ0239  ___________________________________________________________________
 MJ0239  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 MJ0239
 MJ0239  VERT ORDER  -  THIRD
 MJ0239
 MJ0239.The horizontal coordinates were scaled from a topographic map and have
 MJ0239.an estimated accuracy of +/- 6 seconds.
 MJ0239
 MJ0239.The orthometric height was computed from unverified reset data.
 MJ0239
 MJ0239.The geoid height was determined by GEOID03.
 MJ0239
 MJ0239;                    North         East    Units  Estimated Accuracy
 MJ0239;SPC IA S     -   168,560.      346,650.      MT  (+/- 180 meters Scaled)
 MJ0239
 MJ0239                          SUPERSEDED SURVEY CONTROL
 MJ0239
 MJ0239  NGVD 29 (??/??/??)  378.01   (m)         1240.2    (f) RESET       3  
 MJ0239
 MJ0239.Superseded values are not recommended for survey control.
 MJ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0239.See file dsdata.txt to determine how the superseded data were derived.
 MJ0239
 MJ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF049972(NAD 83)
 MJ0239_MARKER: DB = BENCH MARK DISK
 MJ0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0239_STAMPING: G 150 RESET 1964
 MJ0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0239+STABILITY: SURFACE MOTION
 MJ0239
 MJ0239  HISTORY     - Date     Condition        Report By
 MJ0239  HISTORY     - 1964     MONUMENTED       CGS
 MJ0239
 MJ0239                          STATION DESCRIPTION
 MJ0239
 MJ0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MJ0239'1.9 MI N FROM AVOCA.
 MJ0239'1.9 MILES NORTH ALONG U.S. HIGHWAY 59 FROM THE AVOCA WATERWORKS
 MJ0239'BUILDING AT AVOCA, 0.3 MILE NORTH ALONG U.S. HIGHWAY 59 FROM THE
 MJ0239'JUNCTION OF INTERSTATE HIGHWAY 80, AT THE NORTHEAST CORNER OF
 MJ0239'GARAGE ATTACHED TO THE NORTH SIDE OF WALTER KARSTENS HOUSE, 30 FEET
 MJ0239'NORTH OF THE FRONT DOOR ENTRANCE TO MR. KARSTENS HOUSE, 26 FEET
 MJ0239'WEST OF THE WEST RIGHT-OF-WAY LINE FOR U.S. HIGHWAY 59, AND 6 FEET
 MJ0239'NORTH OF THE CENTER OF GARAGE DOORS.  THE DISK STAMPED G 150
 MJ0239'RESET 1964, IS SET IN A CONCRETE POST WHICH IS FLUSH WITH THE
 MJ0239'SURFACE OF THE GROUND AT THE NORTHEAST CORNER OF THE GARAGE, AND
 MJ0239'IS ABOUT 2 INCHES BELOW THE SURFACE OF THE CONCRETE DRIVEWAY FOR
 MJ0239'THE GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0293 ***********************************************************************
 MJ0293  DESIGNATION -  G 151
 MJ0293  PID         -  MJ0293
 MJ0293  STATE/COUNTY-  IA/SHELBY
 MJ0293  USGS QUAD   -  IRWIN (1978)
 MJ0293
 MJ0293                         *CURRENT SURVEY CONTROL
 MJ0293  ___________________________________________________________________
 MJ0293* NAD 83(1986)-  41 50 07.     (N)    095 12 31.     (W)     SCALED    
 MJ0293* NAVD 88     -       422.756  (meters)    1386.99   (feet)  ADJUSTED  
 MJ0293  ___________________________________________________________________
 MJ0293  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 MJ0293  DYNAMIC HT  -         422.558 (meters)    1386.34  (feet)  COMP
 MJ0293  MODELED GRAV-     980,142.0   (mgal)                       NAVD 88
 MJ0293
 MJ0293  VERT ORDER  -  SECOND    CLASS 0
 MJ0293
 MJ0293.The horizontal coordinates were scaled from a topographic map and have
 MJ0293.an estimated accuracy of +/- 6 seconds.
 MJ0293
 MJ0293.The orthometric height was determined by differential leveling
 MJ0293.and adjusted by the National Geodetic Survey in June 1991..
 MJ0293
 MJ0293.The geoid height was determined by GEOID03.
 MJ0293
 MJ0293.The dynamic height is computed by dividing the NAVD 88
 MJ0293.geopotential number by the normal gravity value computed on the
 MJ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0293.degrees latitude (g = 980.6199 gals.).
 MJ0293
 MJ0293.The modeled gravity was interpolated from observed gravity values.
 MJ0293
 MJ0293;                    North         East    Units  Estimated Accuracy
 MJ0293;SPC IA S     -   205,210.      358,080.      MT  (+/- 180 meters Scaled)
 MJ0293
 MJ0293                          SUPERSEDED SURVEY CONTROL
 MJ0293
 MJ0293  NGVD 29 (??/??/92)  422.619  (m)         1386.54   (f) ADJ UNCH    2 0
 MJ0293
 MJ0293.Superseded values are not recommended for survey control.
 MJ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0293.See file dsdata.txt to determine how the superseded data were derived.
 MJ0293
 MJ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG166338(NAD 83)
 MJ0293_MARKER: DB = BENCH MARK DISK
 MJ0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0293_STAMPING: G 151 1949
 MJ0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0293+STABILITY: SURFACE MOTION
 MJ0293
 MJ0293  HISTORY     - Date     Condition        Report By
 MJ0293  HISTORY     - 1949     MONUMENTED       CGS
 MJ0293
 MJ0293                          STATION DESCRIPTION
 MJ0293
 MJ0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0293'3 MI N FROM IRWIN.
 MJ0293'3.0 MILES NORTH ALONG COUNTY ROAD M FROM THE JUNCTION OF COUNTY
 MJ0293'ROAD M WITH STATE HIGHWAY NO. 268 AT IRWIN, IN THE SOUTHWEST
 MJ0293'QUARTER OF A PUBLIC ROAD CROSSING, 61.0 FEET SOUTH OF THE CENTER
 MJ0293'LINE OF AN EAST-WEST SECTION LINE ROAD, 43.0 FEET WEST OF THE
 MJ0293'CENTER LINE OF THE MAIN ROAD, 34.2 FEET NORTH OF A POWER LINE
 MJ0293'POLE, 9.4 FEET SOUTH OF A TELEPHONE POLE, 0.9 FOOT EAST OF A
 MJ0293'FENCE, 1.5 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 MJ0293'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0344 ***********************************************************************
 NM0344  DESIGNATION -  G 152
 NM0344  PID         -  NM0344
 NM0344  STATE/COUNTY-  IA/WOODBURY
 NM0344  USGS QUAD   -  LUTON (1964)
 NM0344
 NM0344                         *CURRENT SURVEY CONTROL
 NM0344  ___________________________________________________________________
 NM0344* NAD 83(1986)-  42 21 31.     (N)    096 14 32.     (W)     SCALED    
 NM0344* NAVD 88     -       331.771  (meters)    1088.49   (feet)  ADJUSTED  
 NM0344  ___________________________________________________________________
 NM0344  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 NM0344  DYNAMIC HT  -         331.662 (meters)    1088.13  (feet)  COMP
 NM0344  MODELED GRAV-     980,286.1   (mgal)                       NAVD 88
 NM0344
 NM0344  VERT ORDER  -  SECOND    CLASS 0
 NM0344
 NM0344.The horizontal coordinates were scaled from a topographic map and have
 NM0344.an estimated accuracy of +/- 6 seconds.
 NM0344
 NM0344.The orthometric height was determined by differential leveling
 NM0344.and adjusted by the National Geodetic Survey in June 1991..
 NM0344
 NM0344.The geoid height was determined by GEOID03.
 NM0344
 NM0344.The dynamic height is computed by dividing the NAVD 88
 NM0344.geopotential number by the normal gravity value computed on the
 NM0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0344.degrees latitude (g = 980.6199 gals.).
 NM0344
 NM0344.The modeled gravity was interpolated from observed gravity values.
 NM0344
 NM0344;                    North         East    Units  Estimated Accuracy
 NM0344;SPC IA N     - 1,099,040.    1,274,130.      MT  (+/- 180 meters Scaled)
 NM0344
 NM0344                          SUPERSEDED SURVEY CONTROL
 NM0344
 NM0344  NGVD 29 (??/??/92)  331.609  (m)         1087.95   (f) ADJ UNCH    2 0
 NM0344
 NM0344.Superseded values are not recommended for survey control.
 NM0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0344.See file dsdata.txt to determine how the superseded data were derived.
 NM0344
 NM0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM271932(NAD 83)
 NM0344_MARKER: DB = BENCH MARK DISK
 NM0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0344_SP_SET: FLOOD GATE
 NM0344_STAMPING: G 152 1949
 NM0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0344
 NM0344  HISTORY     - Date     Condition        Report By
 NM0344  HISTORY     - 1949     MONUMENTED       CGS
 NM0344
 NM0344                          STATION DESCRIPTION
 NM0344
 NM0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0344'1.7 MI NW FROM LUTON.
 NM0344'0.15 MILE NORTH ALONG A GRAVELED STREET FROM THE CONSOLIDATED
 NM0344'SCHOOL AT LUTON, THENCE 1.2 MILE NORTHWEST ALONG A GRAVELED
 NM0344'ROAD, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD, AND
 NM0344'SET IN THE TOP OF THE SOUTH WALL OF A FLOOD GATE IN FARMERS
 NM0344'DITCH, 77 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 NM0344'21 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 13.6
 NM0344'FEET NORTH OF THE NORTHWEST CORNER OF A BRIDGE OVER FARMERS
 NM0344'DITCH, 1.4 FEET EAST OF THE SOUTHWEST CORNER OF THE SOUTH WALL
 NM0344'OF THE FLOOD GATE, AND ABOUT 2.5 FEET ABOVE THE LEVEL OF THE
 NM0344'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0389 ***********************************************************************
 NM0389  DESIGNATION -  G 153
 NM0389  PID         -  NM0389
 NM0389  STATE/COUNTY-  IA/WOODBURY
 NM0389  USGS QUAD   -  SLOAN (1969)
 NM0389
 NM0389                         *CURRENT SURVEY CONTROL
 NM0389  ___________________________________________________________________
 NM0389* NAD 83(1986)-  42 13 42.     (N)    096 11 24.     (W)     SCALED    
 NM0389* NAVD 88     -       325.633  (meters)    1068.35   (feet)  ADJUSTED  
 NM0389  ___________________________________________________________________
 NM0389  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 NM0389  DYNAMIC HT  -         325.523 (meters)    1067.99  (feet)  COMP
 NM0389  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 NM0389
 NM0389  VERT ORDER  -  SECOND    CLASS 0
 NM0389
 NM0389.The horizontal coordinates were scaled from a topographic map and have
 NM0389.an estimated accuracy of +/- 6 seconds.
 NM0389
 NM0389.The orthometric height was determined by differential leveling
 NM0389.and adjusted by the National Geodetic Survey in June 1991..
 NM0389
 NM0389.The geoid height was determined by GEOID03.
 NM0389
 NM0389.The dynamic height is computed by dividing the NAVD 88
 NM0389.geopotential number by the normal gravity value computed on the
 NM0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0389.degrees latitude (g = 980.6199 gals.).
 NM0389
 NM0389.The modeled gravity was interpolated from observed gravity values.
 NM0389
 NM0389;                    North         East    Units  Estimated Accuracy
 NM0389;SPC IA N     - 1,084,430.    1,277,970.      MT  (+/- 180 meters Scaled)
 NM0389
 NM0389                          SUPERSEDED SURVEY CONTROL
 NM0389
 NM0389  NGVD 29 (??/??/92)  325.480  (m)         1067.85   (f) ADJ UNCH    2 0
 NM0389
 NM0389.Superseded values are not recommended for survey control.
 NM0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0389.See file dsdata.txt to determine how the superseded data were derived.
 NM0389
 NM0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM318789(NAD 83)
 NM0389_MARKER: DB = BENCH MARK DISK
 NM0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0389_STAMPING: G 153 1949
 NM0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0389+STABILITY: SURFACE MOTION
 NM0389
 NM0389  HISTORY     - Date     Condition        Report By
 NM0389  HISTORY     - 1949     MONUMENTED       CGS
 NM0389  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0389
 NM0389                          STATION DESCRIPTION
 NM0389
 NM0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0389'2.2 MI SE FROM SLOAN.
 NM0389'0.25 MILE SOUTHEAST ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND
 NM0389'NORTH WESTERN RAILROAD STATION AT SALIX, THENCE 2.0 MILES EAST
 NM0389'ALONG STATE HIGHWAY 140, AT THE FARM HOME OF BILL BUSER, 90.0
 NM0389'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 88 FEET
 NM0389'SOUTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 81 FEET
 NM0389'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 1.0 FOOT EAST OF
 NM0389'A FENCE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 NM0389'0.5 FOOT ABOVE THE GROUND.
 NM0389
 NM0389                          STATION RECOVERY (1969)
 NM0389
 NM0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0805 ***********************************************************************
 NM0805  DESIGNATION -  G 154
 NM0805  PID         -  NM0805
 NM0805  STATE/COUNTY-  IA/SIOUX
 NM0805  USGS QUAD   -  HAWARDEN SOUTH (1969)
 NM0805
 NM0805                         *CURRENT SURVEY CONTROL
 NM0805  ___________________________________________________________________
 NM0805* NAD 83(1986)-  42 57 07.     (N)    096 29 51.     (W)     SCALED    
 NM0805* NAVD 88     -       355.490  (meters)    1166.30   (feet)  ADJUSTED  
 NM0805  ___________________________________________________________________
 NM0805  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 NM0805  DYNAMIC HT  -         355.396 (meters)    1165.99  (feet)  COMP
 NM0805  MODELED GRAV-     980,345.0   (mgal)                       NAVD 88
 NM0805
 NM0805  VERT ORDER  -  FIRST     CLASS II
 NM0805
 NM0805.The horizontal coordinates were scaled from a topographic map and have
 NM0805.an estimated accuracy of +/- 6 seconds.
 NM0805
 NM0805.The orthometric height was determined by differential leveling
 NM0805.and adjusted by the National Geodetic Survey in June 1991..
 NM0805
 NM0805.The geoid height was determined by GEOID03.
 NM0805
 NM0805.The dynamic height is computed by dividing the NAVD 88
 NM0805.geopotential number by the normal gravity value computed on the
 NM0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0805.degrees latitude (g = 980.6199 gals.).
 NM0805
 NM0805.The modeled gravity was interpolated from observed gravity values.
 NM0805
 NM0805;                    North         East    Units  Estimated Accuracy
 NM0805;SPC IA N     - 1,165,620.    1,255,450.      MT  (+/- 180 meters Scaled)
 NM0805
 NM0805                          SUPERSEDED SURVEY CONTROL
 NM0805
 NM0805  NGVD 29 (??/??/92)  355.290  (m)         1165.65   (f) ADJ UNCH    1 2
 NM0805
 NM0805.Superseded values are not recommended for survey control.
 NM0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0805.See file dsdata.txt to determine how the superseded data were derived.
 NM0805
 NM0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN041585(NAD 83)
 NM0805_MARKER: DB = BENCH MARK DISK
 NM0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0805_STAMPING: G 154 1949
 NM0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0805+STABILITY: SURFACE MOTION
 NM0805
 NM0805  HISTORY     - Date     Condition        Report By
 NM0805  HISTORY     - 1949     MONUMENTED       CGS
 NM0805
 NM0805                          STATION DESCRIPTION
 NM0805
 NM0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0805'3 MI S FROM HAWARDEN.
 NM0805'3.0 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0805'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HAWARDEN, 2 POLES
 NM0805'SOUTH OF MILE-POST 22, 2 POLES NORTH OF A PRIVATE ROAD CROSSING,
 NM0805'88.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BRIDGE T-556, 42.0
 NM0805'FEET WEST OF THE WEST RAIL, 12.0 FEET NORTH OF A POLE, 1.3 FEET
 NM0805'EAST OF THE RIGHT-OF-WAY FENCE, 1.7 FEET NORTH OF A REFERENCE POST,
 NM0805'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NM0805'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0378 ***********************************************************************
 NM0378  DESIGNATION -  G 155
 NM0378  PID         -  NM0378
 NM0378  STATE/COUNTY-  IA/MONONA
 NM0378  USGS QUAD   -  HORNICK (1969)
 NM0378
 NM0378                         *CURRENT SURVEY CONTROL
 NM0378  ___________________________________________________________________
 NM0378* NAD 83(1986)-  42 09 16.     (N)    096 00 12.     (W)     SCALED    
 NM0378* NAVD 88     -       333.050  (meters)    1092.68   (feet)  ADJUSTED  
 NM0378  ___________________________________________________________________
 NM0378  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 NM0378  DYNAMIC HT  -         332.931 (meters)    1092.29  (feet)  COMP
 NM0378  MODELED GRAV-     980,253.9   (mgal)                       NAVD 88
 NM0378
 NM0378  VERT ORDER  -  SECOND    CLASS 0
 NM0378
 NM0378.The horizontal coordinates were scaled from a topographic map and have
 NM0378.an estimated accuracy of +/- 6 seconds.
 NM0378
 NM0378.The orthometric height was determined by differential leveling
 NM0378.and adjusted by the National Geodetic Survey in June 1991..
 NM0378
 NM0378.The geoid height was determined by GEOID03.
 NM0378
 NM0378.The dynamic height is computed by dividing the NAVD 88
 NM0378.geopotential number by the normal gravity value computed on the
 NM0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0378.degrees latitude (g = 980.6199 gals.).
 NM0378
 NM0378.The modeled gravity was interpolated from observed gravity values.
 NM0378
 NM0378;                    North         East    Units  Estimated Accuracy
 NM0378;SPC IA N     - 1,075,760.    1,293,130.      MT  (+/- 180 meters Scaled)
 NM0378
 NM0378                          SUPERSEDED SURVEY CONTROL
 NM0378
 NM0378  NGVD 29 (??/??/92)  332.904  (m)         1092.20   (f) ADJ UNCH    2 0
 NM0378
 NM0378.Superseded values are not recommended for survey control.
 NM0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0378.See file dsdata.txt to determine how the superseded data were derived.
 NM0378
 NM0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM475712(NAD 83)
 NM0378_MARKER: DB = BENCH MARK DISK
 NM0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0378_STAMPING: G 155 1949
 NM0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0378+STABILITY: SURFACE MOTION
 NM0378
 NM0378  HISTORY     - Date     Condition        Report By
 NM0378  HISTORY     - 1949     MONUMENTED       CGS
 NM0378  HISTORY     - 1974     GOOD             LOCENG
 NM0378
 NM0378                          STATION DESCRIPTION
 NM0378
 NM0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0378'4.4 MI SW FROM RODNEY.
 NM0378'4.4 MILES SOUTHWEST ALONG COUNTY ROAD A FROM THE ELEMENTARY
 NM0378'SCHOOL AT RODNEY, AT THE JUNCTION OF COUNTY ROAD E AND COUNTY
 NM0378'ROAD A, 190 FEET NORTHEAST OF THE CENTER LINE OF THE JUNCTION
 NM0378'OF COUNTY ROADS A AND E, 65 FEET NORTHWEST OF THE CENTER LINE
 NM0378'OF COUNTY ROAD A, 46 FEET WEST OF THE CENTER OF A WIRE GATE,
 NM0378'19.0 FEET NORTHWEST OF THE NORTHWEST LEG OF A WINDMILL, 2.0 FEET
 NM0378'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 6-FOOT CONCRETE
 NM0378'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 NM0378
 NM0378                          STATION RECOVERY (1974)
 NM0378
 NM0378'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 NM0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0299 ***********************************************************************
 LF0299  DESIGNATION -  G 156
 LF0299  PID         -  LF0299
 LF0299  STATE/COUNTY-  IA/FREMONT
 LF0299  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF0299
 LF0299                         *CURRENT SURVEY CONTROL
 LF0299  ___________________________________________________________________
 LF0299* NAD 83(1986)-  40 47 26.     (N)    095 24 12.     (W)     SCALED    
 LF0299* NAVD 88     -       317.136  (meters)    1040.47   (feet)  ADJUSTED  
 LF0299  ___________________________________________________________________
 LF0299  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LF0299  DYNAMIC HT  -         316.967 (meters)    1039.92  (feet)  COMP
 LF0299  MODELED GRAV-     980,082.3   (mgal)                       NAVD 88
 LF0299
 LF0299  VERT ORDER  -  SECOND    CLASS 0
 LF0299
 LF0299.The horizontal coordinates were scaled from a topographic map and have
 LF0299.an estimated accuracy of +/- 6 seconds.
 LF0299
 LF0299.The orthometric height was determined by differential leveling
 LF0299.and adjusted by the National Geodetic Survey in June 1991..
 LF0299
 LF0299.The geoid height was determined by GEOID03.
 LF0299
 LF0299.The dynamic height is computed by dividing the NAVD 88
 LF0299.geopotential number by the normal gravity value computed on the
 LF0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0299.degrees latitude (g = 980.6199 gals.).
 LF0299
 LF0299.The modeled gravity was interpolated from observed gravity values.
 LF0299
 LF0299;                    North         East    Units  Estimated Accuracy
 LF0299;SPC IA S     -    89,550.      339,370.      MT  (+/- 180 meters Scaled)
 LF0299
 LF0299                          SUPERSEDED SURVEY CONTROL
 LF0299
 LF0299  NGVD 29 (??/??/92)  317.022  (m)         1040.10   (f) ADJ UNCH    2 0
 LF0299
 LF0299.Superseded values are not recommended for survey control.
 LF0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0299.See file dsdata.txt to determine how the superseded data were derived.
 LF0299
 LF0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF972182(NAD 83)
 LF0299_MARKER: DB = BENCH MARK DISK
 LF0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0299_STAMPING: G 156 1949
 LF0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0299+STABILITY: SURFACE MOTION
 LF0299
 LF0299  HISTORY     - Date     Condition        Report By
 LF0299  HISTORY     - 1949     MONUMENTED       CGS
 LF0299  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0299
 LF0299                          STATION DESCRIPTION
 LF0299
 LF0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0299'3.2 MI NW FROM SHENANDOAH.
 LF0299'2.0 MILES NORTH ALONG U.S. HIGHWAY 59 FROM ITS INTERSECTION
 LF0299'WITH STATE HIGHWAYS 48 AND 2 AT THE WEST EDGE OF SHENANDOAH,
 LF0299'THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 0.15 MILE SOUTH
 LF0299'ALONG A DIRT ROAD, 22 FEET WEST OF THE CENTER LINE OF THE NORTH
 LF0299'AND SOUTH ROAD, 14 FEET SOUTH OF THE CENTER LINE OF A ROAD
 LF0299'LEADING INTO A PASTURE, 1.0 FOOT EAST OF A FENCE, 2.0 FEET NORTH
 LF0299'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LF0299'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LF0299
 LF0299                          STATION RECOVERY (1976)
 LF0299
 LF0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0903 ***********************************************************************
 LF0903  DESIGNATION -  G 157
 LF0903  PID         -  LF0903
 LF0903  STATE/COUNTY-  IA/FREMONT
 LF0903  USGS QUAD   -  SIDNEY (1981)
 LF0903
 LF0903                         *CURRENT SURVEY CONTROL
 LF0903  ___________________________________________________________________
 LF0903* NAD 83(1986)-  40 44 51.     (N)    095 38 49.     (W)     SCALED    
 LF0903* NAVD 88     -       358.621  (meters)    1176.58   (feet)  ADJUSTED  
 LF0903  ___________________________________________________________________
 LF0903  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LF0903  DYNAMIC HT  -         358.431 (meters)    1175.95  (feet)  COMP
 LF0903  MODELED GRAV-     980,085.0   (mgal)                       NAVD 88
 LF0903
 LF0903  VERT ORDER  -  SECOND    CLASS 0
 LF0903
 LF0903.The horizontal coordinates were scaled from a topographic map and have
 LF0903.an estimated accuracy of +/- 6 seconds.
 LF0903
 LF0903.The orthometric height was determined by differential leveling
 LF0903.and adjusted by the National Geodetic Survey in June 1991..
 LF0903
 LF0903.The geoid height was determined by GEOID03.
 LF0903
 LF0903.The dynamic height is computed by dividing the NAVD 88
 LF0903.geopotential number by the normal gravity value computed on the
 LF0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0903.degrees latitude (g = 980.6199 gals.).
 LF0903
 LF0903.The modeled gravity was interpolated from observed gravity values.
 LF0903
 LF0903;                    North         East    Units  Estimated Accuracy
 LF0903;SPC IA S     -    85,250.      318,700.      MT  (+/- 180 meters Scaled)
 LF0903
 LF0903                          SUPERSEDED SURVEY CONTROL
 LF0903
 LF0903  NGVD 29 (??/??/92)  358.517  (m)         1176.23   (f) ADJ UNCH    2 0
 LF0903
 LF0903.Superseded values are not recommended for survey control.
 LF0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0903.See file dsdata.txt to determine how the superseded data were derived.
 LF0903
 LF0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF765140(NAD 83)
 LF0903_MARKER: DB = BENCH MARK DISK
 LF0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0903_SP_SET: FLAGPOLE BASE
 LF0903_STAMPING: G 157 1949
 LF0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0903
 LF0903  HISTORY     - Date     Condition        Report By
 LF0903  HISTORY     - 1949     MONUMENTED       CGS
 LF0903
 LF0903                          STATION DESCRIPTION
 LF0903
 LF0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0903'AT SIDNEY.
 LF0903'AT SIDNEY, ON THE COURTHOUSE LAWN, SET IN THE TOP OF THE FLAGPOLE
 LF0903'BASE, 43.0 FEET SOUTHWEST OF THE SOUTH ENTRANCE TO THE
 LF0903'COURTHOUSE, 3.0 FEET ABOVE THE GROUND, 0.6 FOOT NORTHWEST OF THE
 LF0903'SOUTHEAST CORNER OF THE FLAGPOLE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK1812 ***********************************************************************
 MK1812  DESIGNATION -  G 158
 MK1812  PID         -  MK1812
 MK1812  STATE/COUNTY-  IA/MONONA
 MK1812  USGS QUAD   -  BLENCOE (1970)
 MK1812
 MK1812                         *CURRENT SURVEY CONTROL
 MK1812  ___________________________________________________________________
 MK1812* NAD 83(1986)-  41 57 54.     (N)    096 00 07.     (W)     SCALED    
 MK1812* NAVD 88     -       316.084  (meters)    1037.02   (feet)  ADJUSTED  
 MK1812  ___________________________________________________________________
 MK1812  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 MK1812  DYNAMIC HT  -         315.965 (meters)    1036.63  (feet)  COMP
 MK1812  MODELED GRAV-     980,238.0   (mgal)                       NAVD 88
 MK1812
 MK1812  VERT ORDER  -  SECOND    CLASS 0
 MK1812
 MK1812.The horizontal coordinates were scaled from a topographic map and have
 MK1812.an estimated accuracy of +/- 6 seconds.
 MK1812
 MK1812.The orthometric height was determined by differential leveling
 MK1812.and adjusted by the National Geodetic Survey in June 1991..
 MK1812
 MK1812.The geoid height was determined by GEOID03.
 MK1812
 MK1812.The dynamic height is computed by dividing the NAVD 88
 MK1812.geopotential number by the normal gravity value computed on the
 MK1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1812.degrees latitude (g = 980.6199 gals.).
 MK1812
 MK1812.The modeled gravity was interpolated from observed gravity values.
 MK1812
 MK1812;                    North         East    Units  Estimated Accuracy
 MK1812;SPC IA N     - 1,054,720.    1,292,630.      MT  (+/- 180 meters Scaled)
 MK1812
 MK1812                          SUPERSEDED SURVEY CONTROL
 MK1812
 MK1812  NGVD 29 (??/??/92)  315.94   (m)         1036.5    (f) COMPUTED    2 0
 MK1812
 MK1812.Superseded values are not recommended for survey control.
 MK1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1812.See file dsdata.txt to determine how the superseded data were derived.
 MK1812
 MK1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM484502(NAD 83)
 MK1812_MARKER: DB = BENCH MARK DISK
 MK1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1812_STAMPING: G 158 1949
 MK1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1812+STABILITY: SURFACE MOTION
 MK1812
 MK1812  HISTORY     - Date     Condition        Report By
 MK1812  HISTORY     - 1949     MONUMENTED       CGS
 MK1812  HISTORY     - 1969     MARK NOT FOUND   USGS
 MK1812
 MK1812                          STATION DESCRIPTION
 MK1812
 MK1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK1812'6.8 MI NE FROM BLENCOE.
 MK1812'0.25 MILE EAST FROM THE CATHOLIC CHURCH ALONG THE MAIN STREET
 MK1812'OF BLENCOE, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 MK1812'1.2 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES EAST
 MK1812'ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRADED
 MK1812'DIRT ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, 43 YARDS
 MK1812'(PACED) NORTH OF THE NORTHWEST CORNER OF A GROVE OF TREES WHICH
 MK1812'ARE SURROUNDING A FARMHOUSE, 81 FEET NORTH OF THE CENTER LINE
 MK1812'OF THE ROAD, 14 FEET EAST OF THE CENTER LINE OF A TRAIL ROAD
 MK1812'LEADING NORTH ALONG A FENCE LINE, 3.7 FEET NORTHWEST OF THE
 MK1812'NORTH GATE POST, 1.8 FEET WEST OF A FENCE LINE, 1.4 FEET NORTH
 MK1812'OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 MK1812'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MK1812
 MK1812                          STATION RECOVERY (1969)
 MK1812
 MK1812'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MK1812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0446 ***********************************************************************
 NL0446  DESIGNATION -  G 159
 NL0446  PID         -  NL0446
 NL0446  STATE/COUNTY-  IA/MONONA
 NL0446  USGS QUAD   -  CASTANA (1982)
 NL0446
 NL0446                         *CURRENT SURVEY CONTROL
 NL0446  ___________________________________________________________________
 NL0446* NAD 83(1986)-  42 00 26.     (N)    095 52 54.     (W)     SCALED    
 NL0446* NAVD 88     -       353.388  (meters)    1159.41   (feet)  ADJUSTED  
 NL0446  ___________________________________________________________________
 NL0446  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 NL0446  DYNAMIC HT  -         353.253 (meters)    1158.96  (feet)  COMP
 NL0446  MODELED GRAV-     980,230.9   (mgal)                       NAVD 88
 NL0446
 NL0446  VERT ORDER  -  SECOND    CLASS 0
 NL0446
 NL0446.The horizontal coordinates were scaled from a topographic map and have
 NL0446.an estimated accuracy of +/- 6 seconds.
 NL0446
 NL0446.The orthometric height was determined by differential leveling
 NL0446.and adjusted by the National Geodetic Survey in June 1991..
 NL0446
 NL0446.The geoid height was determined by GEOID03.
 NL0446
 NL0446.The dynamic height is computed by dividing the NAVD 88
 NL0446.geopotential number by the normal gravity value computed on the
 NL0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0446.degrees latitude (g = 980.6199 gals.).
 NL0446
 NL0446.The modeled gravity was interpolated from observed gravity values.
 NL0446
 NL0446;                    North         East    Units  Estimated Accuracy
 NL0446;SPC IA N     - 1,059,120.    1,302,720.      MT  (+/- 180 meters Scaled)
 NL0446
 NL0446                          SUPERSEDED SURVEY CONTROL
 NL0446
 NL0446  NGVD 29 (??/??/92)  353.241  (m)         1158.92   (f) ADJ UNCH    2 0
 NL0446
 NL0446.Superseded values are not recommended for survey control.
 NL0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0446.See file dsdata.txt to determine how the superseded data were derived.
 NL0446
 NL0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG613545(NAD 83)
 NL0446_MARKER: DB = BENCH MARK DISK
 NL0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0446_STAMPING: G 159 1949
 NL0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0446+STABILITY: SURFACE MOTION
 NL0446
 NL0446  HISTORY     - Date     Condition        Report By
 NL0446  HISTORY     - 1949     MONUMENTED       CGS
 NL0446  HISTORY     - 1974     GOOD             NGS
 NL0446
 NL0446                          STATION DESCRIPTION
 NL0446
 NL0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0446'4.8 MI SE FROM TURIN.
 NL0446'4.8 MILES SOUTHEAST ALONG IOWA STATE HIGHWAY 37 FROM THE POST
 NL0446'OFFICE AT TURIN, 79 YARDS (PACED) NORTHWEST OF THE NORTHWEST
 NL0446'CORNER OF EVERETT STRUBLE FARMHOUSE, 62 FEET NORTHWEST OF THE
 NL0446'CENTER LINE OF THE HIGHWAY, 20.8 FEET SOUTHEAST OF A 30-INCH
 NL0446'COTTONWOOD TREE, 16 FEET WEST OF THE CENTER LINE OF A TRAIL
 NL0446'ROAD LEADING NORTH, 11.7 FEET NORTH OF A FENCE CORNER POST,
 NL0446'1.5 FEET EAST OF A WOVEN WIRE FENCE, 1.3 FEET SOUTH OF A REFERENCE
 NL0446'POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING
 NL0446'0.5 FOOT ABOVE THE GROUND.
 NL0446
 NL0446                          STATION RECOVERY (1974)
 NL0446
 NL0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NL0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0546 ***********************************************************************
 OP0546  DESIGNATION -  G 16
 OP0546  PID         -  OP0546
 OP0546  STATE/COUNTY-  IA/SIOUX
 OP0546  USGS QUAD   -  HOSPERS (1964)
 OP0546
 OP0546                         *CURRENT SURVEY CONTROL
 OP0546  ___________________________________________________________________
 OP0546* NAD 83(1986)-  43 05 25.     (N)    095 53 57.     (W)     SCALED    
 OP0546* NAVD 88     -       411.428  (meters)    1349.83   (feet)  ADJUSTED  
 OP0546  ___________________________________________________________________
 OP0546  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 OP0546  DYNAMIC HT  -         411.311 (meters)    1349.44  (feet)  COMP
 OP0546  MODELED GRAV-     980,322.1   (mgal)                       NAVD 88
 OP0546
 OP0546  VERT ORDER  -  SECOND    CLASS 0
 OP0546
 OP0546.The horizontal coordinates were scaled from a topographic map and have
 OP0546.an estimated accuracy of +/- 6 seconds.
 OP0546
 OP0546.The orthometric height was determined by differential leveling
 OP0546.and adjusted by the National Geodetic Survey in June 1991..
 OP0546
 OP0546.The geoid height was determined by GEOID03.
 OP0546
 OP0546.The dynamic height is computed by dividing the NAVD 88
 OP0546.geopotential number by the normal gravity value computed on the
 OP0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0546.degrees latitude (g = 980.6199 gals.).
 OP0546
 OP0546.The modeled gravity was interpolated from observed gravity values.
 OP0546
 OP0546;                    North         East    Units  Estimated Accuracy
 OP0546;SPC IA N     - 1,179,420.    1,304,690.      MT  (+/- 180 meters Scaled)
 OP0546
 OP0546                          SUPERSEDED SURVEY CONTROL
 OP0546
 OP0546  NGVD 29 (??/??/92)  411.239  (m)         1349.21   (f) ADJ UNCH    2 0
 OP0546
 OP0546.Superseded values are not recommended for survey control.
 OP0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0546.See file dsdata.txt to determine how the superseded data were derived.
 OP0546
 OP0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH640749(NAD 83)
 OP0546_MARKER: DB = BENCH MARK DISK
 OP0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0546_STAMPING: G 16 1934
 OP0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0546+STABILITY: SURFACE MOTION
 OP0546
 OP0546  HISTORY     - Date     Condition        Report By
 OP0546  HISTORY     - 1934     MONUMENTED       CGS
 OP0546
 OP0546                          STATION DESCRIPTION
 OP0546
 OP0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0546'1.5 MI N FROM HOSPERS.
 OP0546'1.5 MILES NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 OP0546'RAILWAY FROM THE STATION AT HOSPERS, SIOUX COUNTY, 94 YARDS SOUTH OF
 OP0546'MILEPOST 218, 43.5 FEET EAST OF THE EAST RAIL, AND 3.8 FEET WEST OF
 OP0546'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 16 1934 AND SET IN
 OP0546'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0460 ***********************************************************************
 NL0460  DESIGNATION -  G 160
 NL0460  PID         -  NL0460
 NL0460  STATE/COUNTY-  IA/MONONA
 NL0460  USGS QUAD   -  CASTANA (1982)
 NL0460
 NL0460                         *CURRENT SURVEY CONTROL
 NL0460  ___________________________________________________________________
 NL0460* NAD 83(1986)-  42 04 21.     (N)    095 55 30.     (W)     SCALED    
 NL0460* NAVD 88     -       326.463  (meters)    1071.07   (feet)  ADJUSTED  
 NL0460  ___________________________________________________________________
 NL0460  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 NL0460  DYNAMIC HT  -         326.340 (meters)    1070.67  (feet)  COMP
 NL0460  MODELED GRAV-     980,237.0   (mgal)                       NAVD 88
 NL0460
 NL0460  VERT ORDER  -  SECOND    CLASS 0
 NL0460
 NL0460.The horizontal coordinates were scaled from a topographic map and have
 NL0460.an estimated accuracy of +/- 6 seconds.
 NL0460
 NL0460.The orthometric height was determined by differential leveling
 NL0460.and adjusted by the National Geodetic Survey in June 1991..
 NL0460
 NL0460.The geoid height was determined by GEOID03.
 NL0460
 NL0460.The dynamic height is computed by dividing the NAVD 88
 NL0460.geopotential number by the normal gravity value computed on the
 NL0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0460.degrees latitude (g = 980.6199 gals.).
 NL0460
 NL0460.The modeled gravity was interpolated from observed gravity values.
 NL0460
 NL0460;                    North         East    Units  Estimated Accuracy
 NL0460;SPC IA N     - 1,066,470.    1,299,340.      MT  (+/- 180 meters Scaled)
 NL0460
 NL0460                          SUPERSEDED SURVEY CONTROL
 NL0460
 NL0460  NGVD 29 (??/??/92)  326.316  (m)         1070.59   (f) ADJ UNCH    2 0
 NL0460
 NL0460.Superseded values are not recommended for survey control.
 NL0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0460.See file dsdata.txt to determine how the superseded data were derived.
 NL0460
 NL0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG580619(NAD 83)
 NL0460_MARKER: DB = BENCH MARK DISK
 NL0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0460_STAMPING: G 160 1949
 NL0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0460+STABILITY: SURFACE MOTION
 NL0460
 NL0460  HISTORY     - Date     Condition        Report By
 NL0460  HISTORY     - 1949     MONUMENTED       CGS
 NL0460  HISTORY     - 1969     MARK NOT FOUND   NGS
 NL0460
 NL0460                          STATION DESCRIPTION
 NL0460
 NL0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0460'0.8 MI SW FROM CASTANA.
 NL0460'0.2 MILE SOUTH ALONG STATE HIGHWAY 175 FROM THE CHICAGO AND
 NL0460'NORTH WESTERN RAILROAD STATION AT CASTANA, THENCE 0.65 MILE
 NL0460'WEST ALONG A GRAVELED ROAD, AT A JUNCTION WITH A NORTH AND
 NL0460'SOUTH DIRT ROAD, EAST OF AND AT THE FOOT OF A HILL, 56 FEET
 NL0460'NORTH OF THE CENTER LINE OF THE GRAVELED ROAD, 29 FEET EAST OF
 NL0460'THE CENTER LINE OF THE NORTH AND SOUTH DIRT ROAD, 4.5 FEET
 NL0460'EAST OF A POWER POLE, 1.3 FEET EAST OF A WIRE FENCE, 1.3 FEET
 NL0460'NORTH OF A WITNESS POST, SET IN THE TOP OF A 5 FOOT CONCRETE
 NL0460'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 NL0460
 NL0460                          STATION RECOVERY (1969)
 NL0460
 NL0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NL0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0282 ***********************************************************************
 LF0282  DESIGNATION -  G 161
 LF0282  PID         -  LF0282
 LF0282  STATE/COUNTY-  IA/MONTGOMERY
 LF0282  USGS QUAD   -  COBURG (1978)
 LF0282
 LF0282                         *CURRENT SURVEY CONTROL
 LF0282  ___________________________________________________________________
 LF0282* NAD 83(1986)-  40 56 39.     (N)    095 15 36.     (W)     SCALED    
 LF0282* NAVD 88     -       308.392  (meters)    1011.78   (feet)  ADJUSTED  
 LF0282  ___________________________________________________________________
 LF0282  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LF0282  DYNAMIC HT  -         308.235 (meters)    1011.27  (feet)  COMP
 LF0282  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 LF0282
 LF0282  VERT ORDER  -  SECOND    CLASS 0
 LF0282
 LF0282.The horizontal coordinates were scaled from a topographic map and have
 LF0282.an estimated accuracy of +/- 6 seconds.
 LF0282
 LF0282.The orthometric height was determined by differential leveling
 LF0282.and adjusted by the National Geodetic Survey in June 1991..
 LF0282
 LF0282.The geoid height was determined by GEOID03.
 LF0282
 LF0282.The dynamic height is computed by dividing the NAVD 88
 LF0282.geopotential number by the normal gravity value computed on the
 LF0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0282.degrees latitude (g = 980.6199 gals.).
 LF0282
 LF0282.The modeled gravity was interpolated from observed gravity values.
 LF0282
 LF0282;                    North         East    Units  Estimated Accuracy
 LF0282;SPC IA S     -   106,350.      351,810.      MT  (+/- 180 meters Scaled)
 LF0282
 LF0282                          SUPERSEDED SURVEY CONTROL
 LF0282
 LF0282  NGVD 29 (??/??/92)  308.288  (m)         1011.44   (f) ADJ UNCH    2 0
 LF0282
 LF0282.Superseded values are not recommended for survey control.
 LF0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0282.See file dsdata.txt to determine how the superseded data were derived.
 LF0282
 LF0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF097350(NAD 83)
 LF0282_MARKER: DB = BENCH MARK DISK
 LF0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0282_SP_SET: CULVERT
 LF0282_STAMPING: G 161 1949
 LF0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0282
 LF0282  HISTORY     - Date     Condition        Report By
 LF0282  HISTORY     - 1949     MONUMENTED       CGS
 LF0282
 LF0282                          STATION DESCRIPTION
 LF0282
 LF0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0282'1.9 MI NE FROM COBURG.
 LF0282'1.9 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0282'RAILROAD FROM THE STATION AT COBURG, AT A ROAD CROSSING, 285
 LF0282'YARDS NORTH OF RAILROAD TRESTLE 5.26, 129 FEET SOUTH OF THE CENTER
 LF0282'LINE OF AN EAST AND WEST DIRT ROAD, 10.7 FEET WEST OF THE WEST
 LF0282'RAIL, 2.0 FEET LOWER THAN THE RAILROAD, SET IN THE TOP OF THE
 LF0282'CENTER OF THE WEST HEADWALL OF A 9 X 3 FOOT CONCRETE CULVERT.
 LF0282'THIS MARK HAS BEEN SET OPPOSITE MARK N 98 WHICH HAS BEEN COVERED
 LF0282'UP WITH BRIDGE TIMBER BY THE SECTION GANG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0079 ***********************************************************************
 MJ0079  DESIGNATION -  G 162
 MJ0079  PID         -  MJ0079
 MJ0079  STATE/COUNTY-  IA/ADAIR
 MJ0079  USGS QUAD   -  STUART NORTH (1982)
 MJ0079
 MJ0079                         *CURRENT SURVEY CONTROL
 MJ0079  ___________________________________________________________________
 MJ0079* NAD 83(1986)-  41 30 10.     (N)    094 16 29.     (W)     SCALED    
 MJ0079* NAVD 88     -       353.620  (meters)    1160.17   (feet)  ADJUSTED  
 MJ0079  ___________________________________________________________________
 MJ0079  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 MJ0079  DYNAMIC HT  -         353.468 (meters)    1159.67  (feet)  COMP
 MJ0079  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 MJ0079
 MJ0079  VERT ORDER  -  FIRST     CLASS II
 MJ0079
 MJ0079.The horizontal coordinates were scaled from a topographic map and have
 MJ0079.an estimated accuracy of +/- 6 seconds.
 MJ0079
 MJ0079.The orthometric height was determined by differential leveling
 MJ0079.and adjusted by the National Geodetic Survey in June 1991..
 MJ0079
 MJ0079.The geoid height was determined by GEOID03.
 MJ0079
 MJ0079.The dynamic height is computed by dividing the NAVD 88
 MJ0079.geopotential number by the normal gravity value computed on the
 MJ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0079.degrees latitude (g = 980.6199 gals.).
 MJ0079
 MJ0079.The modeled gravity was interpolated from observed gravity values.
 MJ0079
 MJ0079;                    North         East    Units  Estimated Accuracy
 MJ0079;SPC IA S     -   167,170.      435,320.      MT  (+/- 180 meters Scaled)
 MJ0079
 MJ0079                          SUPERSEDED SURVEY CONTROL
 MJ0079
 MJ0079  NGVD 29 (??/??/92)  353.557  (m)         1159.96   (f) ADJ UNCH    1 2
 MJ0079
 MJ0079.Superseded values are not recommended for survey control.
 MJ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0079.See file dsdata.txt to determine how the superseded data were derived.
 MJ0079
 MJ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF936953(NAD 83)
 MJ0079_MARKER: DB = BENCH MARK DISK
 MJ0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0079_STAMPING: G 162 1950
 MJ0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0079+STABILITY: SURFACE MOTION
 MJ0079
 MJ0079  HISTORY     - Date     Condition        Report By
 MJ0079  HISTORY     - 1950     MONUMENTED       CGS
 MJ0079
 MJ0079                          STATION DESCRIPTION
 MJ0079
 MJ0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0079'2.2 MI E FROM STUART.
 MJ0079'2.2 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE CITY HALL AT STUART,
 MJ0079'AT A JUNCTION WITH A ROAD LEADING SOUTHEAST, 175 FEET SOUTH OF
 MJ0079'THE CENTER LINE OF THE HIGHWAY, 2.4 FEET NORTH OF THE NORTH
 MJ0079'RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 33 FEET
 MJ0079'SOUTHWEST OF THE CENTER OF A DIRT ROAD, 2 FEET NORTHWEST OF A
 MJ0079'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MJ0079'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0640 ***********************************************************************
 MG0640  DESIGNATION -  G 164
 MG0640  PID         -  MG0640
 MG0640  STATE/COUNTY-  IA/LINN
 MG0640  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0640
 MG0640                         *CURRENT SURVEY CONTROL
 MG0640  ___________________________________________________________________
 MG0640* NAD 83(1986)-  41 57 43.     (N)    091 41 26.     (W)     SCALED    
 MG0640* NAVD 88     -       233.224  (meters)     765.17   (feet)  ADJUSTED  
 MG0640  ___________________________________________________________________
 MG0640  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 MG0640  DYNAMIC HT  -         233.137 (meters)     764.88  (feet)  COMP
 MG0640  MODELED GRAV-     980,244.9   (mgal)                       NAVD 88
 MG0640
 MG0640  VERT ORDER  -  SECOND    CLASS 0
 MG0640
 MG0640.The horizontal coordinates were scaled from a topographic map and have
 MG0640.an estimated accuracy of +/- 6 seconds.
 MG0640
 MG0640.The orthometric height was determined by differential leveling
 MG0640.and adjusted by the National Geodetic Survey in June 1991..
 MG0640
 MG0640.The geoid height was determined by GEOID03.
 MG0640
 MG0640.The dynamic height is computed by dividing the NAVD 88
 MG0640.geopotential number by the normal gravity value computed on the
 MG0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0640.degrees latitude (g = 980.6199 gals.).
 MG0640
 MG0640.The modeled gravity was interpolated from observed gravity values.
 MG0640
 MG0640;                    North         East    Units  Estimated Accuracy
 MG0640;SPC IA N     - 1,052,920.    1,650,000.      MT  (+/- 180 meters Scaled)
 MG0640
 MG0640                          SUPERSEDED SURVEY CONTROL
 MG0640
 MG0640  NGVD 29 (??/??/92)  233.242  (m)          765.23   (f) ADJ UNCH    2 0
 MG0640
 MG0640.Superseded values are not recommended for survey control.
 MG0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0640.See file dsdata.txt to determine how the superseded data were derived.
 MG0640
 MG0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG085463(NAD 83)
 MG0640_MARKER: DD = SURVEY DISK
 MG0640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0640_SP_SET: FOUNDATION OF PIER
 MG0640_STAMPING: G 164 1957
 MG0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0640
 MG0640  HISTORY     - Date     Condition        Report By
 MG0640  HISTORY     - 1957     MONUMENTED       CGS
 MG0640
 MG0640                          STATION DESCRIPTION
 MG0640
 MG0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MG0640'0.8 MI S FROM CEDAR RAPIDS.
 MG0640'ON EAST SIDE OF CHICAGO AND NORTHWESTERN RAILROAD TRACKS AT
 MG0640'THE OVERHEAD CROSSING OF U.S. HIGHWAY 30.  27.5 FEET EAST OF
 MG0640'EAST RAIL OF MAIN TRACK AND ABOUT 5 FEET HIGHER THAN THE RAIL.
 MG0640'SET IN THE TOP OF A CONCRETE RETAINING FOUNDATION OF THE THIRD
 MG0640'PIER EAST OF THE WEST END OF THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0528 ***********************************************************************
 OP0528  DESIGNATION -  G 17
 OP0528  PID         -  OP0528
 OP0528  STATE/COUNTY-  IA/SIOUX
 OP0528  USGS QUAD   -  MATLOCK (1964)
 OP0528
 OP0528                         *CURRENT SURVEY CONTROL
 OP0528  ___________________________________________________________________
 OP0528* NAD 83(1986)-  43 10 58.     (N)    095 55 15.     (W)     SCALED    
 OP0528* NAVD 88     -       424.860  (meters)    1393.89   (feet)  ADJUSTED  
 OP0528  ___________________________________________________________________
 OP0528  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 OP0528  DYNAMIC HT  -         424.742 (meters)    1393.51  (feet)  COMP
 OP0528  MODELED GRAV-     980,329.1   (mgal)                       NAVD 88
 OP0528
 OP0528  VERT ORDER  -  SECOND    CLASS 0
 OP0528
 OP0528.The horizontal coordinates were scaled from a topographic map and have
 OP0528.an estimated accuracy of +/- 6 seconds.
 OP0528
 OP0528.The orthometric height was determined by differential leveling
 OP0528.and adjusted by the National Geodetic Survey in June 1991..
 OP0528
 OP0528.The geoid height was determined by GEOID03.
 OP0528
 OP0528.The dynamic height is computed by dividing the NAVD 88
 OP0528.geopotential number by the normal gravity value computed on the
 OP0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0528.degrees latitude (g = 980.6199 gals.).
 OP0528
 OP0528.The modeled gravity was interpolated from observed gravity values.
 OP0528
 OP0528;                    North         East    Units  Estimated Accuracy
 OP0528;SPC IA N     - 1,189,740.    1,303,220.      MT  (+/- 180 meters Scaled)
 OP0528
 OP0528                          SUPERSEDED SURVEY CONTROL
 OP0528
 OP0528  NGVD 29 (??/??/92)  424.669  (m)         1393.27   (f) ADJ UNCH    2 0
 OP0528
 OP0528.Superseded values are not recommended for survey control.
 OP0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0528.See file dsdata.txt to determine how the superseded data were derived.
 OP0528
 OP0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH626852(NAD 83)
 OP0528_MARKER: DB = BENCH MARK DISK
 OP0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0528_STAMPING: G 17 1934
 OP0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0528+STABILITY: SURFACE MOTION
 OP0528
 OP0528  HISTORY     - Date     Condition        Report By
 OP0528  HISTORY     - 1934     MONUMENTED       CGS
 OP0528  HISTORY     - 1973     MARK NOT FOUND   NGS
 OP0528
 OP0528                          STATION DESCRIPTION
 OP0528
 OP0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0528'3.3 MI W FROM SHELDON.
 OP0528'IN SIOUX COUNTY, 3.3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OP0528'AND PACIFIC RAILROAD FROM THE STATION AT SHELDON, OBRIEN COUNTY, 80.0
 OP0528'FEET SOUTHEAST OF A SECTION-ROAD CROSSING, 43.6 FEET SOUTH OF THE
 OP0528'SOUTH RAIL, 28.0 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, AND 2.5
 OP0528'FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED G 17 1934 AND SET IN
 OP0528'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OP0528
 OP0528                          STATION RECOVERY (1973)
 OP0528
 OP0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 OP0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0110 ***********************************************************************
 NJ0110  DESIGNATION -  G 175
 NJ0110  PID         -  NJ0110
 NJ0110  STATE/COUNTY-  IA/JACKSON
 NJ0110  USGS QUAD   -  GREEN ISLAND (1975)
 NJ0110
 NJ0110                         *CURRENT SURVEY CONTROL
 NJ0110  ___________________________________________________________________
 NJ0110* NAD 83(1986)-  42 07 53.     (N)    090 17 16.     (W)     SCALED    
 NJ0110* NAVD 88     -       195.631  (meters)     641.83   (feet)  ADJUSTED  
 NJ0110  ___________________________________________________________________
 NJ0110  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 NJ0110  DYNAMIC HT  -         195.564 (meters)     641.61  (feet)  COMP
 NJ0110  MODELED GRAV-     980,273.6   (mgal)                       NAVD 88
 NJ0110
 NJ0110  VERT ORDER  -  FIRST     CLASS I
 NJ0110
 NJ0110.The horizontal coordinates were scaled from a topographic map and have
 NJ0110.an estimated accuracy of +/- 6 seconds.
 NJ0110
 NJ0110.The orthometric height was determined by differential leveling
 NJ0110.and adjusted by the National Geodetic Survey in June 1991..
 NJ0110
 NJ0110.The geoid height was determined by GEOID03.
 NJ0110
 NJ0110.The dynamic height is computed by dividing the NAVD 88
 NJ0110.geopotential number by the normal gravity value computed on the
 NJ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0110.degrees latitude (g = 980.6199 gals.).
 NJ0110
 NJ0110.The modeled gravity was interpolated from observed gravity values.
 NJ0110
 NJ0110;                    North         East    Units  Estimated Accuracy
 NJ0110;SPC IA N     - 1,075,180.    1,765,520.      MT  (+/- 180 meters Scaled)
 NJ0110
 NJ0110                          SUPERSEDED SURVEY CONTROL
 NJ0110
 NJ0110  NGVD 29 (??/??/92)  195.661  (m)          641.93   (f) ADJ UNCH    1 1
 NJ0110
 NJ0110.Superseded values are not recommended for survey control.
 NJ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0110.See file dsdata.txt to determine how the superseded data were derived.
 NJ0110
 NJ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG241679(NAD 83)
 NJ0110_MARKER: DB = BENCH MARK DISK
 NJ0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0110_SP_SET: CULVERT
 NJ0110_STAMPING: G 175 1970
 NJ0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0110+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 NJ0110
 NJ0110  HISTORY     - Date     Condition        Report By
 NJ0110  HISTORY     - 1970     MONUMENTED       NGS
 NJ0110  HISTORY     - 1988     GOOD             USPSQD
 NJ0110  HISTORY     - 19940617 GOOD             USPSQD
 NJ0110  HISTORY     - 20010331 GOOD             NGS
 NJ0110  HISTORY     - 20050515 GOOD             GEOCAC
 NJ0110
 NJ0110                          STATION DESCRIPTION
 NJ0110
 NJ0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0110'8.8 MI NW FROM SABULA.
 NJ0110'ABOUT 8.8 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0110'MUNICIPAL BUILDING AT SABULA, 0.2 MILE WEST OF A HIGHWAY BRIDGE
 NJ0110'OVER A CREEK, 30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 NJ0110'SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF
 NJ0110'A 12- X 8-FOOT CONCRETE BOX CULVERT WITH WING WALLS, AND ABOUT
 NJ0110'5 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 32, T85N, R6E.
 NJ0110
 NJ0110                          STATION RECOVERY (1988)
 NJ0110
 NJ0110'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0110'RECOVERED IN GOOD CONDITION.
 NJ0110
 NJ0110                          STATION RECOVERY (1994)
 NJ0110
 NJ0110'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0110'RECOVERED IN GOOD CONDITION.
 NJ0110
 NJ0110                          STATION RECOVERY (2001)
 NJ0110
 NJ0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0110'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0110
 NJ0110                          STATION RECOVERY (2005)
 NJ0110
 NJ0110'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0110'NEAR ORANGE POST AT CULVERT, NO SIGN. HANDHELD N42 07 54.3 W090 17
 NJ0110'13.0, SKY BADLY OBSCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0266 ***********************************************************************
 NJ0266  DESIGNATION -  G 176
 NJ0266  PID         -  NJ0266
 NJ0266  STATE/COUNTY-  IA/JACKSON
 NJ0266  USGS QUAD   -  LA MOTTE (1972)
 NJ0266
 NJ0266                         *CURRENT SURVEY CONTROL
 NJ0266  ___________________________________________________________________
 NJ0266* NAD 83(1986)-  42 21 42.     (N)    090 32 26.     (W)     SCALED    
 NJ0266* NAVD 88     -       206.427  (meters)     677.25   (feet)  ADJUSTED  
 NJ0266  ___________________________________________________________________
 NJ0266  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 NJ0266  DYNAMIC HT  -         206.359 (meters)     677.03  (feet)  COMP
 NJ0266  MODELED GRAV-     980,287.6   (mgal)                       NAVD 88
 NJ0266
 NJ0266  VERT ORDER  -  FIRST     CLASS I
 NJ0266
 NJ0266.The horizontal coordinates were scaled from a topographic map and have
 NJ0266.an estimated accuracy of +/- 6 seconds.
 NJ0266
 NJ0266.The orthometric height was determined by differential leveling
 NJ0266.and adjusted by the National Geodetic Survey in June 1991..
 NJ0266
 NJ0266.The geoid height was determined by GEOID03.
 NJ0266
 NJ0266.The dynamic height is computed by dividing the NAVD 88
 NJ0266.geopotential number by the normal gravity value computed on the
 NJ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0266.degrees latitude (g = 980.6199 gals.).
 NJ0266
 NJ0266.The modeled gravity was interpolated from observed gravity values.
 NJ0266
 NJ0266;                    North         East    Units  Estimated Accuracy
 NJ0266;SPC IA N     - 1,099,980.    1,743,740.      MT  (+/- 180 meters Scaled)
 NJ0266
 NJ0266                          SUPERSEDED SURVEY CONTROL
 NJ0266
 NJ0266  NGVD 29 (??/??/92)  206.466  (m)          677.38   (f) ADJ UNCH    1 1
 NJ0266
 NJ0266.Superseded values are not recommended for survey control.
 NJ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0266.See file dsdata.txt to determine how the superseded data were derived.
 NJ0266
 NJ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG025928(NAD 83)
 NJ0266_MARKER: DB = BENCH MARK DISK
 NJ0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0266_SP_SET: CULVERT
 NJ0266_STAMPING: G 176 1970
 NJ0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0266
 NJ0266  HISTORY     - Date     Condition        Report By
 NJ0266  HISTORY     - 1970     MONUMENTED       NGS
 NJ0266  HISTORY     - 19940917 GOOD             USPSQD
 NJ0266  HISTORY     - 20010331 GOOD             NGS
 NJ0266
 NJ0266                          STATION DESCRIPTION
 NJ0266
 NJ0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0266'10.8 MI NW FROM BELLEVUE.
 NJ0266'ABOUT 10.75 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM
 NJ0266'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE,
 NJ0266'0.25 MILE NORTHWEST OF THE INTERSECTION OF THE HIGHWAY AND A ROAD
 NJ0266'AT THE COMMUNITY OF ST. DONATUS, 138 FEET SOUTHWEST AND ACROSS
 NJ0266'THE HIGHWAY FROM THE SOUTH CORNER OF A BARN, 29 FEET SOUTHWEST
 NJ0266'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST
 NJ0266'END OF THE SOUTHWEST CONCRETE HEADWALL OF A 5- X 5-FOOT CONCRETE
 NJ0266'CULVERT WITH WINGWALLS, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 NJ0266'HIGHWAY.  SECTION 7, T 87N, R 4E.
 NJ0266
 NJ0266                          STATION RECOVERY (1994)
 NJ0266
 NJ0266'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0266'RECOVERED IN GOOD CONDITION.
 NJ0266
 NJ0266                          STATION RECOVERY (2001)
 NJ0266
 NJ0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0266'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0348 ***********************************************************************
 NJ0348  DESIGNATION -  G 177
 NJ0348  PID         -  NJ0348
 NJ0348  STATE/COUNTY-  IA/DUBUQUE
 NJ0348  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0348
 NJ0348                         *CURRENT SURVEY CONTROL
 NJ0348  ___________________________________________________________________
 NJ0348* NAD 83(1986)-  42 32 45.     (N)    090 41 54.     (W)     SCALED    
 NJ0348* NAVD 88     -       188.824  (meters)     619.50   (feet)  ADJUSTED  
 NJ0348  ___________________________________________________________________
 NJ0348  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 NJ0348  DYNAMIC HT  -         188.767 (meters)     619.31  (feet)  COMP
 NJ0348  MODELED GRAV-     980,317.7   (mgal)                       NAVD 88
 NJ0348
 NJ0348  VERT ORDER  -  FIRST     CLASS I
 NJ0348
 NJ0348.The horizontal coordinates were scaled from a topographic map and have
 NJ0348.an estimated accuracy of +/- 6 seconds.
 NJ0348
 NJ0348.The orthometric height was determined by differential leveling
 NJ0348.and adjusted by the National Geodetic Survey in June 1991..
 NJ0348
 NJ0348.The geoid height was determined by GEOID03.
 NJ0348
 NJ0348.The dynamic height is computed by dividing the NAVD 88
 NJ0348.geopotential number by the normal gravity value computed on the
 NJ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0348.degrees latitude (g = 980.6199 gals.).
 NJ0348
 NJ0348.The modeled gravity was interpolated from observed gravity values.
 NJ0348
 NJ0348;                    North         East    Units  Estimated Accuracy
 NJ0348;SPC IA N     - 1,119,980.    1,730,070.      MT  (+/- 180 meters Scaled)
 NJ0348
 NJ0348                          SUPERSEDED SURVEY CONTROL
 NJ0348
 NJ0348  NGVD 29 (??/??/92)  188.866  (m)          619.64   (f) ADJ UNCH    1 1
 NJ0348
 NJ0348.Superseded values are not recommended for survey control.
 NJ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0348.See file dsdata.txt to determine how the superseded data were derived.
 NJ0348
 NJ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH889129(NAD 83)
 NJ0348_MARKER: DB = BENCH MARK DISK
 NJ0348_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0348_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0348_STAMPING: G 177 1970
 NJ0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0348
 NJ0348  HISTORY     - Date     Condition        Report By
 NJ0348  HISTORY     - 1970     MONUMENTED       NGS
 NJ0348  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0348
 NJ0348                          STATION DESCRIPTION
 NJ0348
 NJ0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0348'1.8 MI SE FROM SAGEVILLE.
 NJ0348'ABOUT 1.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY
 NJ0348'3 FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE,
 NJ0348'0.4 MILE NORTHWEST OF THE JUNCTION OF THE HIGHWAY AND STATE ROAD
 NJ0348'NUMBER 386, AT A LONG S-CURVE IN THE HIGHWAY, 41.5 FEET SOUTHWEST
 NJ0348'OF THE CENTER LINE OF THE HIGHWAY, 208.5 FEET NORTH-NORTHWEST
 NJ0348'OF THE NORTH CORNER OF A HOUSE, 59.4 FEET EAST OF THE NORTH CORNER
 NJ0348'OF A ROCK FOUNDATION FOR A BARN, 6 FEET NORTHEAST OF A POWER POLE
 NJ0348'WHICH IS BRACED BY TWO GUY WIRES, 1.3 FEET SOUTHWEST OF A FENCE,
 NJ0348'1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE
 NJ0348'THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON
 NJ0348'PIPE PROJECTING 1 INCH.  SECTION 28, T89N, R2E
 NJ0348
 NJ0348                          STATION RECOVERY (2001)
 NJ0348
 NJ0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0348'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0378 ***********************************************************************
 NJ0378  DESIGNATION -  G 179
 NJ0378  PID         -  NJ0378
 NJ0378  STATE/COUNTY-  IA/CLAYTON
 NJ0378  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0378
 NJ0378                         *CURRENT SURVEY CONTROL
 NJ0378  ___________________________________________________________________
 NJ0378* NAD 83(1986)-  42 43 12.     (N)    091 02 52.     (W)     SCALED    
 NJ0378* NAVD 88     -       192.392  (meters)     631.21   (feet)  ADJUSTED  
 NJ0378  ___________________________________________________________________
 NJ0378  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 NJ0378  DYNAMIC HT  -         192.338 (meters)     631.03  (feet)  COMP
 NJ0378  MODELED GRAV-     980,339.1   (mgal)                       NAVD 88
 NJ0378
 NJ0378  VERT ORDER  -  FIRST     CLASS I
 NJ0378
 NJ0378.The horizontal coordinates were scaled from a topographic map and have
 NJ0378.an estimated accuracy of +/- 6 seconds.
 NJ0378
 NJ0378.The orthometric height was determined by differential leveling
 NJ0378.and adjusted by the National Geodetic Survey in June 1991..
 NJ0378
 NJ0378.The geoid height was determined by GEOID03.
 NJ0378
 NJ0378.The dynamic height is computed by dividing the NAVD 88
 NJ0378.geopotential number by the normal gravity value computed on the
 NJ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0378.degrees latitude (g = 980.6199 gals.).
 NJ0378
 NJ0378.The modeled gravity was interpolated from observed gravity values.
 NJ0378
 NJ0378;                    North         East    Units  Estimated Accuracy
 NJ0378;SPC IA N     - 1,138,430.    1,700,820.      MT  (+/- 180 meters Scaled)
 NJ0378
 NJ0378                          SUPERSEDED SURVEY CONTROL
 NJ0378
 NJ0378  NGVD 29 (??/??/92)  192.439  (m)          631.36   (f) ADJ UNCH    1 1
 NJ0378
 NJ0378.Superseded values are not recommended for survey control.
 NJ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0378.See file dsdata.txt to determine how the superseded data were derived.
 NJ0378
 NJ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH598315(NAD 83)
 NJ0378_MARKER: DB = BENCH MARK DISK
 NJ0378_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0378_SP_SET: ROCK OUTCROP
 NJ0378_STAMPING: G 179 1970
 NJ0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0378+STABILITY: POSITION/ELEVATION WELL
 NJ0378
 NJ0378  HISTORY     - Date     Condition        Report By
 NJ0378  HISTORY     - 1970     MONUMENTED       NGS
 NJ0378
 NJ0378                          STATION DESCRIPTION
 NJ0378
 NJ0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0378'5.2 MI SE FROM GUTTENBERG.
 NJ0378'ABOUT 5.15 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0378'AND PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, 24.8 FEET
 NJ0378'SOUTHEAST OF THE SECOND TELEPHONE POLE SOUTHEAST OF MILEPOST 73,
 NJ0378'15.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET VERTICALLY IN THE
 NJ0378'NORTHEAST FACE OF A LONG ROCK OUTCROP WHICH IS FORMED BY A CUT,
 NJ0378'67 FEET NORTHWEST OF THE SOUTHWEST END OF A 30-INCH CONCRETE
 NJ0378'TUBULAR CULVERT, 1.7 FEET BELOW THE TOP LEDGE OF THE ROCK OUTCROP,
 NJ0378'ABOUT 3 FEET ABOVE A DITCH, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 NJ0378'THE TRACK.  SECTION 2, T91N, R2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0493 ***********************************************************************
 OP0493  DESIGNATION -  G 18
 OP0493  PID         -  OP0493
 OP0493  STATE/COUNTY-  IA/CLAY
 OP0493  USGS QUAD   -  SPENCER (1982)
 OP0493
 OP0493                         *CURRENT SURVEY CONTROL
 OP0493  ___________________________________________________________________
 OP0493* NAD 83(1986)-  43 08 40.     (N)    095 08 39.     (W)     SCALED    
 OP0493* NAVD 88     -       401.199  (meters)    1316.27   (feet)  ADJUSTED  
 OP0493  ___________________________________________________________________
 OP0493  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 OP0493  DYNAMIC HT  -         401.067 (meters)    1315.83  (feet)  COMP
 OP0493  MODELED GRAV-     980,281.9   (mgal)                       NAVD 88
 OP0493
 OP0493  VERT ORDER  -  SECOND    CLASS 0
 OP0493
 OP0493.The horizontal coordinates were scaled from a topographic map and have
 OP0493.an estimated accuracy of +/- 6 seconds.
 OP0493
 OP0493.The orthometric height was determined by differential leveling
 OP0493.and adjusted by the National Geodetic Survey in June 1991..
 OP0493
 OP0493.The geoid height was determined by GEOID03.
 OP0493
 OP0493.The dynamic height is computed by dividing the NAVD 88
 OP0493.geopotential number by the normal gravity value computed on the
 OP0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0493.degrees latitude (g = 980.6199 gals.).
 OP0493
 OP0493.The modeled gravity was interpolated from observed gravity values.
 OP0493
 OP0493;                    North         East    Units  Estimated Accuracy
 OP0493;SPC IA N     - 1,183,960.    1,366,260.      MT  (+/- 180 meters Scaled)
 OP0493
 OP0493                          SUPERSEDED SURVEY CONTROL
 OP0493
 OP0493  NGVD 29 (??/??/92)  401.055  (m)         1315.79   (f) ADJ UNCH    2 0
 OP0493
 OP0493.Superseded values are not recommended for survey control.
 OP0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0493.See file dsdata.txt to determine how the superseded data were derived.
 OP0493
 OP0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH256790(NAD 83)
 OP0493_MARKER: DB = BENCH MARK DISK
 OP0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0493_STAMPING: G 18 1934
 OP0493_MARK LOGO: CGS   
 OP0493_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0493+STABILITY: SURFACE MOTION
 OP0493
 OP0493  HISTORY     - Date     Condition        Report By
 OP0493  HISTORY     - 1934     MONUMENTED       CGS
 OP0493  HISTORY     - 1942     GOOD             NGS
 OP0493  HISTORY     - 1970     GOOD             NGS
 OP0493  HISTORY     - 19950523 GOOD             IAHD
 OP0493
 OP0493                          STATION DESCRIPTION
 OP0493
 OP0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OP0493'IN SPENCER.
 OP0493'AT SPENCER, CLAY COUNTY, 65 YARDS NORTHEAST OF THE NORTHEAST CORNER OF
 OP0493'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, IN THE
 OP0493'PARK OF THE MUNICIPAL LIGHT PLANT, 166.9 FEET NORTH OF THE NORTH RAIL
 OP0493'OF THE NORTH SIDE TRACK, 135 FEET WEST OF THE SOUTHWEST CORNER OF THE
 OP0493'POWER PLANT, 104.1 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 OP0493'76.8 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, AND 27.3 FEET EAST
 OP0493'OF THE EAST EDGE OF THE SIDEWALK.  A STANDARD DISK, STAMPED G 18 1934
 OP0493'AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 OP0493
 OP0493                          STATION RECOVERY (1970)
 OP0493
 OP0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OP0493'RECOVERED IN GOOD CONDITION.
 OP0493
 OP0493                          STATION RECOVERY (1995)
 OP0493
 OP0493'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1995
 OP0493'RECOVERED IN GOOD CONDITION.  NOTE--IN THE PARKING LOT OF THE
 OP0493'MUNICIAPL UTILITY OFFICE BETWEEN 7TH AND 8TH STREET ON THE EAST SIDE
 OP0493'OF W GRAND AVE IN SPENCER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1386 ***********************************************************************
 MJ1386  DESIGNATION -  G 180
 MJ1386  PID         -  MJ1386
 MJ1386  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1386  USGS QUAD   -  LOVELAND (1994)
 MJ1386
 MJ1386                         *CURRENT SURVEY CONTROL
 MJ1386  ___________________________________________________________________
 MJ1386* NAD 83(1986)-  41 27 25.     (N)    095 52 31.     (W)     SCALED    
 MJ1386* NAVD 88     -       304.667  (meters)     999.56   (feet)  ADJUSTED  
 MJ1386  ___________________________________________________________________
 MJ1386  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 MJ1386  DYNAMIC HT  -         304.526 (meters)     999.10  (feet)  COMP
 MJ1386  MODELED GRAV-     980,152.7   (mgal)                       NAVD 88
 MJ1386
 MJ1386  VERT ORDER  -  FIRST     CLASS II
 MJ1386
 MJ1386.The horizontal coordinates were scaled from a topographic map and have
 MJ1386.an estimated accuracy of +/- 6 seconds.
 MJ1386
 MJ1386.The orthometric height was determined by differential leveling
 MJ1386.and adjusted by the National Geodetic Survey in June 1991..
 MJ1386
 MJ1386.The geoid height was determined by GEOID03.
 MJ1386
 MJ1386.The dynamic height is computed by dividing the NAVD 88
 MJ1386.geopotential number by the normal gravity value computed on the
 MJ1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1386.degrees latitude (g = 980.6199 gals.).
 MJ1386
 MJ1386.The modeled gravity was interpolated from observed gravity values.
 MJ1386
 MJ1386;                    North         East    Units  Estimated Accuracy
 MJ1386;SPC IA S     -   164,500.      301,580.      MT  (+/- 180 meters Scaled)
 MJ1386
 MJ1386                          SUPERSEDED SURVEY CONTROL
 MJ1386
 MJ1386.No superseded survey control is available for this station.
 MJ1386
 MJ1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF598934(NAD 83)
 MJ1386_MARKER: I = METAL ROD
 MJ1386_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1386_SP_SET: STAINLESS STEEL ROD
 MJ1386_STAMPING: G 180 1989
 MJ1386_MARK LOGO: NGS   
 MJ1386_PROJECTION: FLUSH
 MJ1386_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1386+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1386_ROD/PIPE-DEPTH: 12.2 meters
 MJ1386
 MJ1386  HISTORY     - Date     Condition        Report By
 MJ1386  HISTORY     - 1989     MONUMENTED       NGS
 MJ1386
 MJ1386                          STATION DESCRIPTION
 MJ1386
 MJ1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1386'4.3 KM (2.65 MI) SOUTHERLY ALONG STATE HIGHWAY 183 FROM ITS JUNCTION
 MJ1386'WITH INTERSTATE HIGHWAY 680 IN LOVELAND, 11.8 M (38.7 FT) EAST OF THE
 MJ1386'CENTERLINE OF THE HIGHWAY, 8.4 M (27.6 FT) SOUTH OF THE CENTER OF A
 MJ1386'DRIVEWAY, 1.1 M (3.6 FT) SOUTH OF A FENCE CORNER, 0.8 M (2.6 FT) NORTH
 MJ1386'OF A UTILTY POLE, 0.3 M (1.0 FT) WEST OF A FENCE, 0.2 M (0.7 FT) WEST
 MJ1386'OF A WITNESS POST, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 MJ1386'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK2152 ***********************************************************************
 MK2152  DESIGNATION -  G 181
 MK2152  PID         -  MK2152
 MK2152  STATE/COUNTY-  IA/MONONA
 MK2152  USGS QUAD   -  BLENCOE (1970)
 MK2152
 MK2152                         *CURRENT SURVEY CONTROL
 MK2152  ___________________________________________________________________
 MK2152* NAD 83(1986)-  41 59 51.     (N)    096 05 18.     (W)     SCALED    
 MK2152* NAVD 88     -       318.426  (meters)    1044.70   (feet)  ADJUSTED  
 MK2152  ___________________________________________________________________
 MK2152  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 MK2152  DYNAMIC HT  -         318.310 (meters)    1044.32  (feet)  COMP
 MK2152  MODELED GRAV-     980,248.0   (mgal)                       NAVD 88
 MK2152
 MK2152  VERT ORDER  -  FIRST     CLASS II
 MK2152
 MK2152.The horizontal coordinates were scaled from a topographic map and have
 MK2152.an estimated accuracy of +/- 6 seconds.
 MK2152
 MK2152.The orthometric height was determined by differential leveling
 MK2152.and adjusted by the National Geodetic Survey in June 1991..
 MK2152
 MK2152.The geoid height was determined by GEOID03.
 MK2152
 MK2152.The dynamic height is computed by dividing the NAVD 88
 MK2152.geopotential number by the normal gravity value computed on the
 MK2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2152.degrees latitude (g = 980.6199 gals.).
 MK2152
 MK2152.The modeled gravity was interpolated from observed gravity values.
 MK2152
 MK2152;                    North         East    Units  Estimated Accuracy
 MK2152;SPC IA N     - 1,058,540.    1,285,580.      MT  (+/- 180 meters Scaled)
 MK2152
 MK2152                          SUPERSEDED SURVEY CONTROL
 MK2152
 MK2152.No superseded survey control is available for this station.
 MK2152
 MK2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM411536(NAD 83)
 MK2152_MARKER: I = METAL ROD
 MK2152_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2152_SP_SET: STAINLESS STEEL ROD
 MK2152_STAMPING: G 181 1989
 MK2152_MARK LOGO: NGS   
 MK2152_PROJECTION: FLUSH
 MK2152_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2152+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2152_ROD/PIPE-DEPTH: 8.0  meters
 MK2152
 MK2152  HISTORY     - Date     Condition        Report By
 MK2152  HISTORY     - 1989     MONUMENTED       NGS
 MK2152
 MK2152                          STATION DESCRIPTION
 MK2152
 MK2152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2152'3.4 KM (2.10 MI) SOUTHERLY ALONG SIXTH STREET AND A GRAVELED ROAD FROM
 MK2152'ITS JUNCTION WITH IOWA AVENUE IN ONAWA, 11.0 M (36.1 FT) SOUTH OF THE
 MK2152'CENTER OF A GRAVELED ROAD, 10.9 M (35.8 FT) WEST OF THE CENTER OF THE
 MK2152'ROAD, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE ROAD, 0.8 M (2.6 FT) SOUTH
 MK2152'OF A UTILITY POLE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 MK2152'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1445 ***********************************************************************
 LF1445  DESIGNATION -  G 182
 LF1445  PID         -  LF1445
 LF1445  STATE/COUNTY-  IA/FREMONT
 LF1445  USGS QUAD   -  HAMBURG (1984)
 LF1445
 LF1445                         *CURRENT SURVEY CONTROL
 LF1445  ___________________________________________________________________
 LF1445* NAD 83(1986)-  40 35 34.     (N)    095 39 40.     (W)     SCALED    
 LF1445* NAVD 88     -       277.398  (meters)     910.10   (feet)  ADJUSTED  
 LF1445  ___________________________________________________________________
 LF1445  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LF1445  DYNAMIC HT  -         277.251 (meters)     909.61  (feet)  COMP
 LF1445  MODELED GRAV-     980,089.5   (mgal)                       NAVD 88
 LF1445
 LF1445  VERT ORDER  -  FIRST     CLASS II
 LF1445
 LF1445.The horizontal coordinates were scaled from a topographic map and have
 LF1445.an estimated accuracy of +/- 6 seconds.
 LF1445
 LF1445.The orthometric height was determined by differential leveling
 LF1445.and adjusted by the National Geodetic Survey in June 1991..
 LF1445
 LF1445.The geoid height was determined by GEOID03.
 LF1445
 LF1445.The dynamic height is computed by dividing the NAVD 88
 LF1445.geopotential number by the normal gravity value computed on the
 LF1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1445.degrees latitude (g = 980.6199 gals.).
 LF1445
 LF1445.The modeled gravity was interpolated from observed gravity values.
 LF1445
 LF1445;                    North         East    Units  Estimated Accuracy
 LF1445;SPC IA S     -    68,100.      317,080.      MT  (+/- 180 meters Scaled)
 LF1445
 LF1445                          SUPERSEDED SURVEY CONTROL
 LF1445
 LF1445.No superseded survey control is available for this station.
 LF1445
 LF1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE748969(NAD 83)
 LF1445_MARKER: I = METAL ROD
 LF1445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1445_SP_SET: STAINLESS STEEL ROD
 LF1445_STAMPING: G 182 1989
 LF1445_MARK LOGO: NGS   
 LF1445_PROJECTION: FLUSH
 LF1445_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1445+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1445_ROD/PIPE-DEPTH: 20.7 meters
 LF1445
 LF1445  HISTORY     - Date     Condition        Report By
 LF1445  HISTORY     - 1989     MONUMENTED       NGS
 LF1445
 LF1445                          STATION DESCRIPTION
 LF1445
 LF1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1445'IN HAMBURG, AT THE INTERSECTION OF MAIN STREET AND THE BURLINGTON
 LF1445'NORTHERN RAILROAD, 18.1 M (59.4 FT) SOUTHEAST OF THE CENTER OF THE
 LF1445'STREET, 5.9 M (19.4 FT) NORTHEAST OF THE NEAR RAIL, 1.4 M (4.6 FT)
 LF1445'NORTHWEST OF A UTILITY POLE WITH A GUY WIRE, 0.3 M (1.0 FT) SOUTHWEST
 LF1445'OF A WITNESS POST, AND LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1934 ***********************************************************************
 NM1934  DESIGNATION -  G 183
 NM1934  PID         -  NM1934
 NM1934  STATE/COUNTY-  IA/WOODBURY
 NM1934  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1934
 NM1934                         *CURRENT SURVEY CONTROL
 NM1934  ___________________________________________________________________
 NM1934* NAD 83(1986)-  42 29 41.     (N)    096 25 28.     (W)     SCALED    
 NM1934* NAVD 88     -       335.545  (meters)    1100.87   (feet)  ADJUSTED  
 NM1934  ___________________________________________________________________
 NM1934  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 NM1934  DYNAMIC HT  -         335.439 (meters)    1100.52  (feet)  COMP
 NM1934  MODELED GRAV-     980,296.4   (mgal)                       NAVD 88
 NM1934
 NM1934  VERT ORDER  -  FIRST     CLASS II
 NM1934
 NM1934.The horizontal coordinates were scaled from a topographic map and have
 NM1934.an estimated accuracy of +/- 6 seconds.
 NM1934
 NM1934.The orthometric height was determined by differential leveling
 NM1934.and adjusted by the National Geodetic Survey in June 1991..
 NM1934
 NM1934.The geoid height was determined by GEOID03.
 NM1934
 NM1934.The dynamic height is computed by dividing the NAVD 88
 NM1934.geopotential number by the normal gravity value computed on the
 NM1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1934.degrees latitude (g = 980.6199 gals.).
 NM1934
 NM1934.The modeled gravity was interpolated from observed gravity values.
 NM1934
 NM1934;                    North         East    Units  Estimated Accuracy
 NM1934;SPC IA N     - 1,114,650.    1,259,650.      MT  (+/- 180 meters Scaled)
 NM1934
 NM1934                          SUPERSEDED SURVEY CONTROL
 NM1934
 NM1934.No superseded survey control is available for this station.
 NM1934
 NM1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN116079(NAD 83)
 NM1934_MARKER: I = METAL ROD
 NM1934_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NM1934_SP_SET: STAINLESS STEEL ROD
 NM1934_STAMPING: G 183 1990
 NM1934_MARK LOGO: NGS   
 NM1934_PROJECTION: FLUSH
 NM1934_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1934+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NM1934_ROD/PIPE-DEPTH: 15.2 meters
 NM1934
 NM1934  HISTORY     - Date     Condition        Report By
 NM1934  HISTORY     - 1990     MONUMENTED       NGS
 NM1934
 NM1934                          STATION DESCRIPTION
 NM1934
 NM1934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1934'1.4 KM (0.9 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 NM1934'ITS JUNCTION WITH PEARL STREET IN SIOUX CITY, 13.3 M (43.6 FT) WEST
 NM1934'OF AND LEVEL WITH THE SOUTHBOUND LANES OF HAMILTON BOULEVARD, 12.6 M
 NM1934'(41.3 FT) NORTH OF A UTILITY PEDESTAL, 9.0 M (29.5 FT) WEST-NORTHWEST
 NM1934'OF A UTILITY LIGHT POLE, 7.2 M (23.6 FT) SOUTH OF THE NEAR RAIL, 0.8
 NM1934'M (2.6 FT) NORTH OF THE MOST WESTERLY 1 OF 6 STEEL POST SUPPORTING A
 NM1934'SIGN, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO
 NM1934'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0147 ***********************************************************************
 OP0147  DESIGNATION -  G 19
 OP0147  PID         -  OP0147
 OP0147  STATE/COUNTY-  IA/PALO ALTO
 OP0147  USGS QUAD   -  GRAETTINGER EAST (1980)
 OP0147
 OP0147                         *CURRENT SURVEY CONTROL
 OP0147  ___________________________________________________________________
 OP0147* NAD 83(1986)-  43 12 02.     (N)    094 42 23.     (W)     SCALED    
 OP0147* NAVD 88     -       375.101  (meters)    1230.64   (feet)  ADJUSTED  
 OP0147  ___________________________________________________________________
 OP0147  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 OP0147  DYNAMIC HT  -         374.993 (meters)    1230.29  (feet)  COMP
 OP0147  MODELED GRAV-     980,321.3   (mgal)                       NAVD 88
 OP0147
 OP0147  VERT ORDER  -  SECOND    CLASS 0
 OP0147
 OP0147.The horizontal coordinates were scaled from a topographic map and have
 OP0147.an estimated accuracy of +/- 6 seconds.
 OP0147
 OP0147.The orthometric height was determined by differential leveling
 OP0147.and adjusted by the National Geodetic Survey in June 1991..
 OP0147
 OP0147.The geoid height was determined by GEOID03.
 OP0147
 OP0147.The dynamic height is computed by dividing the NAVD 88
 OP0147.geopotential number by the normal gravity value computed on the
 OP0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0147.degrees latitude (g = 980.6199 gals.).
 OP0147
 OP0147.The modeled gravity was interpolated from observed gravity values.
 OP0147
 OP0147;                    North         East    Units  Estimated Accuracy
 OP0147;SPC IA N     - 1,189,600.    1,401,960.      MT  (+/- 180 meters Scaled)
 OP0147
 OP0147                          SUPERSEDED SURVEY CONTROL
 OP0147
 OP0147  NGVD 29 (??/??/92)  375.004  (m)         1230.33   (f) ADJ UNCH    2 0
 OP0147
 OP0147.Superseded values are not recommended for survey control.
 OP0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0147.See file dsdata.txt to determine how the superseded data were derived.
 OP0147
 OP0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH613845(NAD 83)
 OP0147_MARKER: DB = BENCH MARK DISK
 OP0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0147_STAMPING: G 19 1934
 OP0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0147+STABILITY: SURFACE MOTION
 OP0147
 OP0147  HISTORY     - Date     Condition        Report By
 OP0147  HISTORY     - 1934     MONUMENTED       CGS
 OP0147
 OP0147                          STATION DESCRIPTION
 OP0147
 OP0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0147'6.7 MI NW FROM EMMETSBURG.
 OP0147'6.7 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 OP0147'FROM THE STATION AT EMMETSBURG, PALO ALTO COUNTY, 0.5 MILE NORTHWEST
 OP0147'OF THE STATION AT OSGOOD, 0.2 MILE NORTHWEST OF WOODEN TRESTLE 1909,
 OP0147'45.9 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 26 FEET
 OP0147'NORTHWEST OF MILEPOST 191, 1.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 OP0147'FENCE.  A STANDARD DISK, STAMPED G 19 1934 AND SET IN THE TOP OF A
 OP0147'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0517 ***********************************************************************
 OP0517  DESIGNATION -  G 20
 OP0517  PID         -  OP0517
 OP0517  STATE/COUNTY-  IA/DICKINSON
 OP0517  USGS QUAD   -  LAKE PARK (1970)
 OP0517
 OP0517                         *CURRENT SURVEY CONTROL
 OP0517  ___________________________________________________________________
 OP0517* NAD 83(1986)-  43 27 00.     (N)    095 15 19.     (W)     SCALED    
 OP0517* NAVD 88     -       441.776  (meters)    1449.39   (feet)  ADJUSTED  
 OP0517  ___________________________________________________________________
 OP0517  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 OP0517  DYNAMIC HT  -         441.658 (meters)    1449.01  (feet)  COMP
 OP0517  MODELED GRAV-     980,340.6   (mgal)                       NAVD 88
 OP0517
 OP0517  VERT ORDER  -  SECOND    CLASS 0
 OP0517
 OP0517.The horizontal coordinates were scaled from a topographic map and have
 OP0517.an estimated accuracy of +/- 6 seconds.
 OP0517
 OP0517.The orthometric height was determined by differential leveling
 OP0517.and adjusted by the National Geodetic Survey in June 1991..
 OP0517
 OP0517.The geoid height was determined by GEOID03.
 OP0517
 OP0517.The dynamic height is computed by dividing the NAVD 88
 OP0517.geopotential number by the normal gravity value computed on the
 OP0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0517.degrees latitude (g = 980.6199 gals.).
 OP0517
 OP0517.The modeled gravity was interpolated from observed gravity values.
 OP0517
 OP0517;                    North         East    Units  Estimated Accuracy
 OP0517;SPC IA N     - 1,218,090.    1,357,930.      MT  (+/- 180 meters Scaled)
 OP0517
 OP0517                          SUPERSEDED SURVEY CONTROL
 OP0517
 OP0517  NGVD 29 (??/??/92)  441.615  (m)         1448.87   (f) ADJ UNCH    2 0
 OP0517
 OP0517.Superseded values are not recommended for survey control.
 OP0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0517.See file dsdata.txt to determine how the superseded data were derived.
 OP0517
 OP0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ175132(NAD 83)
 OP0517_MARKER: DB = BENCH MARK DISK
 OP0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0517_STAMPING: G 20 1934
 OP0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0517+STABILITY: SURFACE MOTION
 OP0517
 OP0517  HISTORY     - Date     Condition        Report By
 OP0517  HISTORY     - 1934     MONUMENTED       CGS
 OP0517  HISTORY     - 1967     MARK NOT FOUND   USGS
 OP0517
 OP0517                          STATION DESCRIPTION
 OP0517
 OP0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0517'7.7 MI W FROM SPIRIT LAKE.
 OP0517'7.7 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM
 OP0517'THE STATION AT SPIRIT LAKE, DICKINSON COUNTY, 0.2 MILE SOUTHEAST OF
 OP0517'MILEPOLE 231+10, 0.2 MILE SOUTHEAST OF A COUNTY-ROAD CROSSING, 44.9
 OP0517'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, AND 1.5 FEET
 OP0517'SOUTHWEST OF A RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 20 1934
 OP0517'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 OP0517'GROUND.
 OP0517
 OP0517                          STATION RECOVERY (1967)
 OP0517
 OP0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OP0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0171 ***********************************************************************
 OP0171  DESIGNATION -  G 21
 OP0171  PID         -  OP0171
 OP0171  STATE/COUNTY-  IA/EMMET
 OP0171  USGS QUAD   -  WALLINGFORD (1972)
 OP0171
 OP0171                         *CURRENT SURVEY CONTROL
 OP0171  ___________________________________________________________________
 OP0171* NAD 83(1986)-  43 21 24.     (N)    094 48 39.     (W)     SCALED    
 OP0171* NAVD 88     -       408.019  (meters)    1338.64   (feet)  ADJUSTED  
 OP0171  ___________________________________________________________________
 OP0171  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 OP0171  DYNAMIC HT  -         407.903 (meters)    1338.26  (feet)  COMP
 OP0171  MODELED GRAV-     980,325.1   (mgal)                       NAVD 88
 OP0171
 OP0171  VERT ORDER  -  SECOND    CLASS 0
 OP0171
 OP0171.The horizontal coordinates were scaled from a topographic map and have
 OP0171.an estimated accuracy of +/- 6 seconds.
 OP0171
 OP0171.The orthometric height was determined by differential leveling
 OP0171.and adjusted by the National Geodetic Survey in June 1991..
 OP0171
 OP0171.The geoid height was determined by GEOID03.
 OP0171
 OP0171.The dynamic height is computed by dividing the NAVD 88
 OP0171.geopotential number by the normal gravity value computed on the
 OP0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0171.degrees latitude (g = 980.6199 gals.).
 OP0171
 OP0171.The modeled gravity was interpolated from observed gravity values.
 OP0171
 OP0171;                    North         East    Units  Estimated Accuracy
 OP0171;SPC IA N     - 1,207,070.    1,393,740.      MT  (+/- 180 meters Scaled)
 OP0171
 OP0171                          SUPERSEDED SURVEY CONTROL
 OP0171
 OP0171  NGVD 29 (??/??/92)  407.896  (m)         1338.24   (f) ADJ UNCH    2 0
 OP0171
 OP0171.Superseded values are not recommended for survey control.
 OP0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0171.See file dsdata.txt to determine how the superseded data were derived.
 OP0171
 OP0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ532020(NAD 83)
 OP0171_MARKER: DB = BENCH MARK DISK
 OP0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0171_STAMPING: G 21 1934
 OP0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0171+STABILITY: SURFACE MOTION
 OP0171
 OP0171  HISTORY     - Date     Condition        Report By
 OP0171  HISTORY     - 1934     MONUMENTED       CGS
 OP0171  HISTORY     - 1970     MARK NOT FOUND   USGS
 OP0171
 OP0171                          STATION DESCRIPTION
 OP0171
 OP0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0171'3.6 MI SW FROM ESTHERVILLE.
 OP0171'3.6 MILES SOUTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 OP0171'THE STATION AT ESTHERVILLE, EMMET COUNTY, 0.65 MILE SOUTHWEST OF
 OP0171'MILEPOST 171, 480 FEET SOUTHWEST OF THE SOUTHWEST END OF WOODEN
 OP0171'TRESTLE 87, 18.5 FEET NORTH OF THE CENTERLINE OF A FARM ROAD, 17.9
 OP0171'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND 5 FEET NORTHEAST OF
 OP0171'A CROSSING SIGN.  A STANDARD DISK, STAMPED G 21 1934 AND SET IN THE
 OP0171'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 OP0171
 OP0171                          STATION RECOVERY (1970)
 OP0171
 OP0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OP0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0231 ***********************************************************************
 NL0231  DESIGNATION -  G 22
 NL0231  PID         -  NL0231
 NL0231  STATE/COUNTY-  IA/BUENA VISTA
 NL0231  USGS QUAD   -  RUSH LAKE WEST (1971)
 NL0231
 NL0231                         *CURRENT SURVEY CONTROL
 NL0231  ___________________________________________________________________
 NL0231* NAD 83(1986)-  42 53 40.     (N)    094 59 32.     (W)     SCALED    
 NL0231* NAVD 88     -       415.747  (meters)    1364.00   (feet)  ADJUSTED  
 NL0231  ___________________________________________________________________
 NL0231  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 NL0231  DYNAMIC HT  -         415.610 (meters)    1363.55  (feet)  COMP
 NL0231  MODELED GRAV-     980,281.3   (mgal)                       NAVD 88
 NL0231
 NL0231  VERT ORDER  -  SECOND    CLASS 0
 NL0231
 NL0231.The horizontal coordinates were scaled from a topographic map and have
 NL0231.an estimated accuracy of +/- 6 seconds.
 NL0231
 NL0231.The orthometric height was determined by differential leveling
 NL0231.and adjusted by the National Geodetic Survey in June 1991..
 NL0231
 NL0231.The geoid height was determined by GEOID03.
 NL0231
 NL0231.The dynamic height is computed by dividing the NAVD 88
 NL0231.geopotential number by the normal gravity value computed on the
 NL0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0231.degrees latitude (g = 980.6199 gals.).
 NL0231
 NL0231.The modeled gravity was interpolated from observed gravity values.
 NL0231
 NL0231;                    North         East    Units  Estimated Accuracy
 NL0231;SPC IA N     - 1,155,970.    1,378,130.      MT  (+/- 180 meters Scaled)
 NL0231
 NL0231                          SUPERSEDED SURVEY CONTROL
 NL0231
 NL0231  NGVD 29 (??/??/92)  415.636  (m)         1363.63   (f) ADJ UNCH    2 0
 NL0231
 NL0231.Superseded values are not recommended for survey control.
 NL0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0231.See file dsdata.txt to determine how the superseded data were derived.
 NL0231
 NL0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH373510(NAD 83)
 NL0231_MARKER: DB = BENCH MARK DISK
 NL0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0231_STAMPING: G 22 1934
 NL0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0231+STABILITY: SURFACE MOTION
 NL0231
 NL0231  HISTORY     - Date     Condition        Report By
 NL0231  HISTORY     - 1934     MONUMENTED       CGS
 NL0231  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NL0231
 NL0231                          STATION DESCRIPTION
 NL0231
 NL0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0231'2.3 MI N FROM MARATHON.
 NL0231'2.3 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0231'PACIFIC RAILROAD FROM THE STATION AT MARATHON, 90 YARDS NORTH
 NL0231'OF MILEPOST 137, AT A SECTION-ROAD CROSSING, 112 FEET SOUTH
 NL0231'OF THE CENTERLINE OF THE ROAD, 81.5 FEET SOUTH OF THE NORTH
 NL0231'END OF A SNOW FENCE, 43.8 FEET WEST OF THE WEST RAIL, AND 1.5
 NL0231'FEET EAST OF THE SNOW FENCE.  A STANDARD DISK, STAMPED G 22 1934
 NL0231'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 NL0231'GROUND.
 NL0231
 NL0231                          STATION RECOVERY (1982)
 NL0231
 NL0231'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NL0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0941 ***********************************************************************
 NL0941  DESIGNATION -  G 22 RESET
 NL0941  PID         -  NL0941
 NL0941  STATE/COUNTY-  IA/BUENA VISTA
 NL0941  USGS QUAD   -  RUSH LAKE WEST (1971)
 NL0941
 NL0941                         *CURRENT SURVEY CONTROL
 NL0941  ___________________________________________________________________
 NL0941* NAD 83(1986)-  42 53 40.     (N)    094 59 32.     (W)     SCALED    
 NL0941* NAVD 88     -       414.82   (meters)    1361.0    (feet)  RESET     
 NL0941  ___________________________________________________________________
 NL0941  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 NL0941
 NL0941  VERT ORDER  -  THIRD
 NL0941
 NL0941.The horizontal coordinates were scaled from a topographic map and have
 NL0941.an estimated accuracy of +/- 6 seconds.
 NL0941
 NL0941.The orthometric height was computed from unverified reset data.
 NL0941
 NL0941.The geoid height was determined by GEOID03.
 NL0941
 NL0941;                    North         East    Units  Estimated Accuracy
 NL0941;SPC IA N     - 1,155,970.    1,378,130.      MT  (+/- 180 meters Scaled)
 NL0941
 NL0941                          SUPERSEDED SURVEY CONTROL
 NL0941
 NL0941  NGVD 29 (05/12/04)  414.71   (m)         1360.6    (f) RESET       3  
 NL0941
 NL0941.Superseded values are not recommended for survey control.
 NL0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0941.See file dsdata.txt to determine how the superseded data were derived.
 NL0941
 NL0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH373510(NAD 83)
 NL0941_MARKER: DB = BENCH MARK DISK
 NL0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0941_SP_SET: CONCRETE POST
 NL0941_STAMPING: G 22 RESET 1982
 NL0941_MARK LOGO: NGS   
 NL0941_PROJECTION: PROJECTING 15 CENTIMETERS
 NL0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0941+STABILITY: SURFACE MOTION
 NL0941
 NL0941  HISTORY     - Date     Condition        Report By
 NL0941  HISTORY     - 1982     MONUMENTED       NGS
 NL0941
 NL0941                          STATION DESCRIPTION
 NL0941
 NL0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NL0941'4.6 KM (2.85 MI) NORTH FROM MARATHON.
 NL0941'0.89 KM (0.55 MI) WEST ALONG ATTICA STREET, FROM THE POST OFFICE IN
 NL0941'MARATHON, THENCE 3.70 KM (2.30 MI) RIGHT AND NORTH ALONG BUENA VISTA
 NL0941'COUNTY ROAD M54 TO A CURVE IN THE COUNTY ROAD TO THE LEFT AND WEST
 NL0941'AND A GRAVELED CROSSROAD STRAIGHT AHEAD AND THE MARK ON THE RIGHT,
 NL0941'27.7 M (90.9 FT) WEST OF THE CENTERLINE OF THE NORTH-SOUTH GRAVELED
 NL0941'ROAD, 12.0 M (39.4 FT) EAST-NORTHEAST OF A JUNCTION POWERLINE POLE,
 NL0941'9.1 M (29.9 FT) SOUTH OF THE CENTERLINE OF THE EAST-WEST GRAVELED
 NL0941'ROAD, 0.46 M (1.5 FT) NORTH OF A FENCE.
 NL0941'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NL0941'THE MARK IS 0.3 M ABOVE EAST-WEST ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0163 ***********************************************************************
 NL0163  DESIGNATION -  G 23
 NL0163  PID         -  NL0163
 NL0163  STATE/COUNTY-  IA/CALHOUN
 NL0163  USGS QUAD   -  ROCKWELL CITY (1980)
 NL0163
 NL0163                         *CURRENT SURVEY CONTROL
 NL0163  ___________________________________________________________________
 NL0163* NAD 83(1986)-  42 24 59.     (N)    094 39 15.     (W)     SCALED    
 NL0163* NAVD 88     -       373.802  (meters)    1226.38   (feet)  ADJUSTED  
 NL0163  ___________________________________________________________________
 NL0163  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 NL0163  DYNAMIC HT  -         373.662 (meters)    1225.92  (feet)  COMP
 NL0163  MODELED GRAV-     980,236.4   (mgal)                       NAVD 88
 NL0163
 NL0163  VERT ORDER  -  SECOND    CLASS 0
 NL0163
 NL0163.The horizontal coordinates were scaled from a topographic map and have
 NL0163.an estimated accuracy of +/- 6 seconds.
 NL0163
 NL0163.The orthometric height was determined by differential leveling
 NL0163.and adjusted by the National Geodetic Survey in June 1991..
 NL0163
 NL0163.The geoid height was determined by GEOID03.
 NL0163
 NL0163.The dynamic height is computed by dividing the NAVD 88
 NL0163.geopotential number by the normal gravity value computed on the
 NL0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0163.degrees latitude (g = 980.6199 gals.).
 NL0163
 NL0163.The modeled gravity was interpolated from observed gravity values.
 NL0163
 NL0163;                    North         East    Units  Estimated Accuracy
 NL0163;SPC IA N     - 1,102,440.    1,405,010.      MT  (+/- 180 meters Scaled)
 NL0163
 NL0163                          SUPERSEDED SURVEY CONTROL
 NL0163
 NL0163  NGVD 29 (??/??/92)  373.719  (m)         1226.11   (f) ADJ UNCH    2 0
 NL0163
 NL0163.Superseded values are not recommended for survey control.
 NL0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0163.See file dsdata.txt to determine how the superseded data were derived.
 NL0163
 NL0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG639973(NAD 83)
 NL0163_MARKER: DB = BENCH MARK DISK
 NL0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0163_STAMPING: G 23 1934
 NL0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0163+STABILITY: SURFACE MOTION
 NL0163
 NL0163  HISTORY     - Date     Condition        Report By
 NL0163  HISTORY     - 1934     MONUMENTED       CGS
 NL0163  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0163
 NL0163                          STATION DESCRIPTION
 NL0163
 NL0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0163'2 MI NW FROM ROCKWELL CITY.
 NL0163'2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0163'PACIFIC RAILROAD FROM THE STATION AT ROCKWELL CITY, CALHOUN COUNTY,
 NL0163'1 POLE SOUTHEAST OF MILEPOST 99, 46.5 FEET SOUTHWEST OF THE
 NL0163'SOUTHWEST RAIL, AND 1.3 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 NL0163'A STANDARD DISK, STAMPED G 23 1934 AND SET IN THE TOP OF A CONCRETE
 NL0163'POST PROJECTING 5 INCHES ABOVE GROUND.
 NL0163
 NL0163                          STATION RECOVERY (1975)
 NL0163
 NL0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0055 ***********************************************************************
 NM0055  DESIGNATION -  G 25
 NM0055  PID         -  NM0055
 NM0055  STATE/COUNTY-  IA/PLYMOUTH
 NM0055  USGS QUAD   -  OYENS (1985)
 NM0055
 NM0055                         *CURRENT SURVEY CONTROL
 NM0055  ___________________________________________________________________
 NM0055* NAD 83(1986)-  42 49 03.     (N)    096 03 19.     (W)     SCALED    
 NM0055* NAVD 88     -       387.182  (meters)    1270.28   (feet)  ADJUSTED  
 NM0055  ___________________________________________________________________
 NM0055  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 NM0055  DYNAMIC HT  -         387.068 (meters)    1269.91  (feet)  COMP
 NM0055  MODELED GRAV-     980,315.4   (mgal)                       NAVD 88
 NM0055
 NM0055  VERT ORDER  -  SECOND    CLASS 0
 NM0055
 NM0055.The horizontal coordinates were scaled from a topographic map and have
 NM0055.an estimated accuracy of +/- 6 seconds.
 NM0055
 NM0055.The orthometric height was determined by differential leveling
 NM0055.and adjusted by the National Geodetic Survey in June 1991..
 NM0055
 NM0055.The geoid height was determined by GEOID03.
 NM0055
 NM0055.The dynamic height is computed by dividing the NAVD 88
 NM0055.geopotential number by the normal gravity value computed on the
 NM0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0055.degrees latitude (g = 980.6199 gals.).
 NM0055
 NM0055.The modeled gravity was interpolated from observed gravity values.
 NM0055
 NM0055;                    North         East    Units  Estimated Accuracy
 NM0055;SPC IA N     - 1,149,500.    1,291,070.      MT  (+/- 180 meters Scaled)
 NM0055
 NM0055                          SUPERSEDED SURVEY CONTROL
 NM0055
 NM0055  NGVD 29 (??/??/92)  386.99   (m)         1269.6    (f) COMPUTED    2 0
 NM0055
 NM0055.Superseded values are not recommended for survey control.
 NM0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0055.See file dsdata.txt to determine how the superseded data were derived.
 NM0055
 NM0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN407447(NAD 83)
 NM0055_MARKER: DB = BENCH MARK DISK
 NM0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0055_STAMPING: G 25 1934
 NM0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0055+STABILITY: SURFACE MOTION
 NM0055
 NM0055  HISTORY     - Date     Condition        Report By
 NM0055  HISTORY     - 1934     MONUMENTED       CGS
 NM0055  HISTORY     - 1960     MARK NOT FOUND   NGS
 NM0055  HISTORY     - 19850206 MARK NOT FOUND   USPSQD
 NM0055
 NM0055                          STATION DESCRIPTION
 NM0055
 NM0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NM0055'4.2 MI W FROM REMSEN.
 NM0055'4.2 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NM0055'STATION AT REMSEN, 190 YARDS EAST OF THE STATION AT OYENS, AT
 NM0055'A ROAD CROSSING, 65 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 NM0055'48.1 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 1.3
 NM0055'FEET NORTHEAST OF AN IRON CORNER FENCE POST.  A STANDARD DISK,
 NM0055'STAMPED G 25 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0055'4 INCHES ABOVE GROUND.
 NM0055
 NM0055                          STATION RECOVERY (1985)
 NM0055
 NM0055'RECOVERY NOTE BY US POWER SQUADRON 1985 (JWS)
 NM0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0519 ***********************************************************************
 NL0519  DESIGNATION -  G 26
 NL0519  PID         -  NL0519
 NL0519  STATE/COUNTY-  IA/O BRIEN
 NL0519  USGS QUAD   -  SUTHERLAND WEST (1971)
 NL0519
 NL0519                         *CURRENT SURVEY CONTROL
 NL0519  ___________________________________________________________________
 NL0519* NAD 83(1986)-  42 56 21.     (N)    095 32 54.     (W)     SCALED    
 NL0519* NAVD 88     -       439.505  (meters)    1441.94   (feet)  ADJUSTED  
 NL0519  ___________________________________________________________________
 NL0519  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 NL0519  DYNAMIC HT  -         439.363 (meters)    1441.48  (feet)  COMP
 NL0519  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 NL0519
 NL0519  VERT ORDER  -  SECOND    CLASS 0
 NL0519
 NL0519.The horizontal coordinates were scaled from a topographic map and have
 NL0519.an estimated accuracy of +/- 6 seconds.
 NL0519
 NL0519.The orthometric height was determined by differential leveling
 NL0519.and adjusted by the National Geodetic Survey in June 1991..
 NL0519
 NL0519.The geoid height was determined by GEOID03.
 NL0519
 NL0519.The dynamic height is computed by dividing the NAVD 88
 NL0519.geopotential number by the normal gravity value computed on the
 NL0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0519.degrees latitude (g = 980.6199 gals.).
 NL0519
 NL0519.The modeled gravity was interpolated from observed gravity values.
 NL0519
 NL0519;                    North         East    Units  Estimated Accuracy
 NL0519;SPC IA N     - 1,161,890.    1,332,840.      MT  (+/- 180 meters Scaled)
 NL0519
 NL0519                          SUPERSEDED SURVEY CONTROL
 NL0519
 NL0519  NGVD 29 (??/??/92)  439.305  (m)         1441.29   (f) ADJ UNCH    2 0
 NL0519
 NL0519.Superseded values are not recommended for survey control.
 NL0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0519.See file dsdata.txt to determine how the superseded data were derived.
 NL0519
 NL0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH920572(NAD 83)
 NL0519_MARKER: DB = BENCH MARK DISK
 NL0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0519_STAMPING: G 26 1934
 NL0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0519+STABILITY: SURFACE MOTION
 NL0519
 NL0519  HISTORY     - Date     Condition        Report By
 NL0519  HISTORY     - 1934     MONUMENTED       CGS
 NL0519  HISTORY     - 1971     MARK NOT FOUND   NGS
 NL0519  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0519
 NL0519                          STATION DESCRIPTION
 NL0519
 NL0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0519'13.7 MI N FROM CHEROKEE.
 NL0519'IN O BRIEN COUNTY, 13.7 MILES NORTH ALONG THE ILLINOIS CENTRAL
 NL0519'RAILROAD FROM THE STATION AT CHEROKEE, CHEROKEE COUNTY, 0.5
 NL0519'MILE SOUTH OF THE STATION AT CALUMET, O BRIEN COUNTY, AT A
 NL0519'ROAD CROSSING, 23 FEET NORTH OF THE CENTERLINE OF THE ROAD, 42.1
 NL0519'FEET EAST OF THE EAST RAIL, AND 6.2 FEET NORTHWEST OF A CORNER
 NL0519'FENCE POST.  A STANDARD DISK, STAMPED G 26 1934 AND SET IN THE
 NL0519'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NL0519
 NL0519                          STATION RECOVERY (1971)
 NL0519
 NL0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NL0519'MARK NOT FOUND.
 NL0519
 NL0519                          STATION RECOVERY (2000)
 NL0519
 NL0519'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0519'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0222 ***********************************************************************
 NL0222  DESIGNATION -  G 27
 NL0222  PID         -  NL0222
 NL0222  STATE/COUNTY-  IA/POCAHONTAS
 NL0222  USGS QUAD   -  ROLFE (1980)
 NL0222
 NL0222                         *CURRENT SURVEY CONTROL
 NL0222  ___________________________________________________________________
 NL0222* NAD 83(1986)-  42 49 19.     (N)    094 37 23.     (W)     SCALED    
 NL0222* NAVD 88     -       368.443  (meters)    1208.80   (feet)  ADJUSTED  
 NL0222  ___________________________________________________________________
 NL0222  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 NL0222  DYNAMIC HT  -         368.329 (meters)    1208.43  (feet)  COMP
 NL0222  MODELED GRAV-     980,299.9   (mgal)                       NAVD 88
 NL0222
 NL0222  VERT ORDER  -  SECOND    CLASS 0
 NL0222
 NL0222.The horizontal coordinates were scaled from a topographic map and have
 NL0222.an estimated accuracy of +/- 6 seconds.
 NL0222
 NL0222.The orthometric height was determined by differential leveling
 NL0222.and adjusted by the National Geodetic Survey in June 1991..
 NL0222
 NL0222.The geoid height was determined by GEOID03.
 NL0222
 NL0222.The dynamic height is computed by dividing the NAVD 88
 NL0222.geopotential number by the normal gravity value computed on the
 NL0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0222.degrees latitude (g = 980.6199 gals.).
 NL0222
 NL0222.The modeled gravity was interpolated from observed gravity values.
 NL0222
 NL0222;                    North         East    Units  Estimated Accuracy
 NL0222;SPC IA N     - 1,147,450.    1,408,170.      MT  (+/- 180 meters Scaled)
 NL0222
 NL0222                          SUPERSEDED SURVEY CONTROL
 NL0222
 NL0222  NGVD 29 (??/??/92)  368.370  (m)         1208.56   (f) ADJ UNCH    2 0
 NL0222
 NL0222.Superseded values are not recommended for survey control.
 NL0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0222.See file dsdata.txt to determine how the superseded data were derived.
 NL0222
 NL0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH673423(NAD 83)
 NL0222_MARKER: DB = BENCH MARK DISK
 NL0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0222_STAMPING: G 27 1934
 NL0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0222+STABILITY: SURFACE MOTION
 NL0222
 NL0222  HISTORY     - Date     Condition        Report By
 NL0222  HISTORY     - 1934     MONUMENTED       CGS
 NL0222
 NL0222                          STATION DESCRIPTION
 NL0222
 NL0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0222'3.9 MI E FROM HAVELOCK.
 NL0222'3.9 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0222'THE STATION AT HAVELOCK, 0.2 MILE WEST OF A SECTION-ROAD CROSSING,
 NL0222'46.5 FEET NORTH OF THE NORTH RAIL, AND 1.4 FEET SOUTH OF THE
 NL0222'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 27 1934 AND SET
 NL0222'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0455 ***********************************************************************
 NK0455  DESIGNATION -  G 28
 NK0455  PID         -  NK0455
 NK0455  STATE/COUNTY-  IA/WRIGHT
 NK0455  USGS QUAD   -  EAGLE GROVE (1978)
 NK0455
 NK0455                         *CURRENT SURVEY CONTROL
 NK0455  ___________________________________________________________________
 NK0455* NAD 83(1986)-  42 40 33.     (N)    093 53 01.     (W)     SCALED    
 NK0455* NAVD 88     -       342.432  (meters)    1123.46   (feet)  ADJUSTED  
 NK0455  ___________________________________________________________________
 NK0455  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 NK0455  DYNAMIC HT  -         342.343 (meters)    1123.17  (feet)  COMP
 NK0455  MODELED GRAV-     980,348.4   (mgal)                       NAVD 88
 NK0455
 NK0455  VERT ORDER  -  SECOND    CLASS 0
 NK0455
 NK0455.The horizontal coordinates were scaled from a topographic map and have
 NK0455.an estimated accuracy of +/- 6 seconds.
 NK0455
 NK0455.The orthometric height was determined by differential leveling
 NK0455.and adjusted by the National Geodetic Survey in June 1991..
 NK0455
 NK0455.The geoid height was determined by GEOID03.
 NK0455
 NK0455.The dynamic height is computed by dividing the NAVD 88
 NK0455.geopotential number by the normal gravity value computed on the
 NK0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0455.degrees latitude (g = 980.6199 gals.).
 NK0455
 NK0455.The modeled gravity was interpolated from observed gravity values.
 NK0455
 NK0455;                    North         East    Units  Estimated Accuracy
 NK0455;SPC IA N     - 1,130,680.    1,468,560.      MT  (+/- 180 meters Scaled)
 NK0455
 NK0455                          SUPERSEDED SURVEY CONTROL
 NK0455
 NK0455  NGVD 29 (??/??/92)  342.414  (m)         1123.40   (f) ADJ UNCH    2 0
 NK0455
 NK0455.Superseded values are not recommended for survey control.
 NK0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0455.See file dsdata.txt to determine how the superseded data were derived.
 NK0455
 NK0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH276251(NAD 83)
 NK0455_MARKER: DB = BENCH MARK DISK
 NK0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0455_STAMPING: G 28 1934
 NK0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0455+STABILITY: SURFACE MOTION
 NK0455
 NK0455  HISTORY     - Date     Condition        Report By
 NK0455  HISTORY     - 1934     MONUMENTED       CGS
 NK0455  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0455
 NK0455                          STATION DESCRIPTION
 NK0455
 NK0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0455'1 MI NE FROM EAGLE GROVE.
 NK0455'1.0 MILE NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NK0455'FROM THE STATION AT EAGLE GROVE, WRIGHT COUNTY, 0.2 MILE
 NK0455'SOUTHWEST OF MILEPOST 353, AT A SHALLOW CUT, 46.2 FEET SOUTHEAST
 NK0455'OF THE SOUTHEAST RAIL, AND 1.4 FEET NORTHWEST OF THE RIGHT
 NK0455'OF WAY FENCE.  A STANDARD DISK, STAMPED G 28 1934 AND SET IN THE
 NK0455'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NK0455
 NK0455                          STATION RECOVERY (1974)
 NK0455
 NK0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0192 ***********************************************************************
 NK0192  DESIGNATION -  G 29
 NK0192  PID         -  NK0192
 NK0192  STATE/COUNTY-  IA/FRANKLIN
 NK0192  USGS QUAD   -  HANSELL (1972)
 NK0192
 NK0192                         *CURRENT SURVEY CONTROL
 NK0192  ___________________________________________________________________
 NK0192* NAD 83(1986)-  42 45 22.     (N)    093 06 08.     (W)     SCALED    
 NK0192* NAVD 88     -       314.157  (meters)    1030.70   (feet)  ADJUSTED  
 NK0192  ___________________________________________________________________
 NK0192  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 NK0192  DYNAMIC HT  -         314.049 (meters)    1030.34  (feet)  COMP
 NK0192  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 NK0192
 NK0192  VERT ORDER  -  SECOND    CLASS 0
 NK0192
 NK0192.The horizontal coordinates were scaled from a topographic map and have
 NK0192.an estimated accuracy of +/- 6 seconds.
 NK0192
 NK0192.The orthometric height was determined by differential leveling
 NK0192.and adjusted by the National Geodetic Survey in June 1991..
 NK0192
 NK0192.The geoid height was determined by GEOID03.
 NK0192
 NK0192.The dynamic height is computed by dividing the NAVD 88
 NK0192.geopotential number by the normal gravity value computed on the
 NK0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0192.degrees latitude (g = 980.6199 gals.).
 NK0192
 NK0192.The modeled gravity was interpolated from observed gravity values.
 NK0192
 NK0192;                    North         East    Units  Estimated Accuracy
 NK0192;SPC IA N     - 1,139,600.    1,532,560.      MT  (+/- 180 meters Scaled)
 NK0192
 NK0192                          SUPERSEDED SURVEY CONTROL
 NK0192
 NK0192  NGVD 29 (??/??/92)  314.140  (m)         1030.64   (f) ADJ UNCH    2 0
 NK0192
 NK0192.Superseded values are not recommended for survey control.
 NK0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0192.See file dsdata.txt to determine how the superseded data were derived.
 NK0192
 NK0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH916337(NAD 83)
 NK0192_MARKER: DB = BENCH MARK DISK
 NK0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0192_STAMPING: G 29 1934
 NK0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0192+STABILITY: SURFACE MOTION
 NK0192
 NK0192  HISTORY     - Date     Condition        Report By
 NK0192  HISTORY     - 1934     MONUMENTED       CGS
 NK0192  HISTORY     - 1972     MARK NOT FOUND   USGS
 NK0192
 NK0192                          STATION DESCRIPTION
 NK0192
 NK0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0192'AT HANSELL.
 NK0192'AT HANSELL, 88.6 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 NK0192'CHICAGO GREAT WESTERN RAILROAD STATION, 5.7 FEET BEHIND MILEPOST
 NK0192'312, 160 YARDS EAST OF A COUNTY-HIGHWAY CROSSING, AND 46.2 FEET
 NK0192'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 NK0192'STAMPED G 29 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0192'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NK0192
 NK0192                          STATION RECOVERY (1972)
 NK0192
 NK0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NK0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0069 ***********************************************************************
 NL0069  DESIGNATION -  G 3
 NL0069  PID         -  NL0069
 NL0069  STATE/COUNTY-  IA/BOONE
 NL0069  USGS QUAD   -  BOXHOLM (1982)
 NL0069
 NL0069                         *CURRENT SURVEY CONTROL
 NL0069  ___________________________________________________________________
 NL0069* NAD 83(1986)-  42 08 07.     (N)    094 01 38.     (W)     SCALED    
 NL0069* NAVD 88     -       331.192  (meters)    1086.59   (feet)  ADJUSTED  
 NL0069  ___________________________________________________________________
 NL0069  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 NL0069  DYNAMIC HT  -         331.102 (meters)    1086.29  (feet)  COMP
 NL0069  MODELED GRAV-     980,339.1   (mgal)                       NAVD 88
 NL0069
 NL0069  VERT ORDER  -  FIRST     CLASS II
 NL0069
 NL0069.The horizontal coordinates were scaled from a topographic map and have
 NL0069.an estimated accuracy of +/- 6 seconds.
 NL0069
 NL0069.The orthometric height was determined by differential leveling
 NL0069.and adjusted by the National Geodetic Survey in June 1991..
 NL0069
 NL0069.The geoid height was determined by GEOID03.
 NL0069
 NL0069.The dynamic height is computed by dividing the NAVD 88
 NL0069.geopotential number by the normal gravity value computed on the
 NL0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0069.degrees latitude (g = 980.6199 gals.).
 NL0069
 NL0069.The modeled gravity was interpolated from observed gravity values.
 NL0069
 NL0069;                    North         East    Units  Estimated Accuracy
 NL0069;SPC IA N     - 1,070,700.    1,456,410.      MT  (+/- 180 meters Scaled)
 NL0069
 NL0069                          SUPERSEDED SURVEY CONTROL
 NL0069
 NL0069  NGVD 29 (??/??/92)  331.175  (m)         1086.53   (f) ADJ UNCH    1 2
 NL0069
 NL0069.Superseded values are not recommended for survey control.
 NL0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0069.See file dsdata.txt to determine how the superseded data were derived.
 NL0069
 NL0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG151653(NAD 83)
 NL0069_MARKER: DB = BENCH MARK DISK
 NL0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0069_STAMPING: 1086.530 G 3 1930
 NL0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0069+STABILITY: SURFACE MOTION
 NL0069
 NL0069  HISTORY     - Date     Condition        Report By
 NL0069  HISTORY     - 1930     MONUMENTED       CGS
 NL0069  HISTORY     - 1934     GOOD             NGS
 NL0069  HISTORY     - 1980     MARK NOT FOUND   USGS
 NL0069
 NL0069                          STATION DESCRIPTION
 NL0069
 NL0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0069'2 MI S FROM PILOT MOUND.
 NL0069'2.0 MILES SOUTH ALONG THE ABANDONED MINNEAPOLIS AND ST. LOUIS
 NL0069'RAILROAD FROM PILOT MOUND, BOONE COUNTY, AT THE CROSSING OF THE
 NL0069'FORT DODGE, DES MOINES AND SOUTHERN RAILWAY (WOLF STATION),
 NL0069'44 FEET NORTHEAST OF THE CENTERLINE OF THE ELECTRIC RAILWAY
 NL0069'TRACK, AND 27 FEET EAST OF THE CENTERLINE OF THE M. AND ST.
 NL0069'L.R.R. TRACK.  A STANDARD DISK, STAMPED 1086.530 G 3 1930 AND
 NL0069'SET IN THE TOP OF A CONCRETE POST.
 NL0069
 NL0069                          STATION RECOVERY (1980)
 NL0069
 NL0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NL0069'ALL REFERENCES ARE GONE IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0266 ***********************************************************************
 NK0266  DESIGNATION -  G 31
 NK0266  PID         -  NK0266
 NK0266  STATE/COUNTY-  IA/HARDIN
 NK0266  USGS QUAD   -  IOWA FALLS WEST (1979)
 NK0266
 NK0266                         *CURRENT SURVEY CONTROL
 NK0266  ___________________________________________________________________
 NK0266* NAD 83(1986)-  42 30 24.     (N)    093 19 28.     (W)     SCALED    
 NK0266* NAVD 88     -       348.291  (meters)    1142.68   (feet)  ADJUSTED  
 NK0266  ___________________________________________________________________
 NK0266  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 NK0266  DYNAMIC HT  -         348.182 (meters)    1142.33  (feet)  COMP
 NK0266  MODELED GRAV-     980,297.7   (mgal)                       NAVD 88
 NK0266
 NK0266  VERT ORDER  -  SECOND    CLASS 0
 NK0266
 NK0266.The horizontal coordinates were scaled from a topographic map and have
 NK0266.an estimated accuracy of +/- 6 seconds.
 NK0266
 NK0266.The orthometric height was determined by differential leveling
 NK0266.and adjusted by the National Geodetic Survey in June 1991..
 NK0266
 NK0266.The geoid height was determined by GEOID03.
 NK0266
 NK0266.The dynamic height is computed by dividing the NAVD 88
 NK0266.geopotential number by the normal gravity value computed on the
 NK0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0266.degrees latitude (g = 980.6199 gals.).
 NK0266
 NK0266.The modeled gravity was interpolated from observed gravity values.
 NK0266
 NK0266;                    North         East    Units  Estimated Accuracy
 NK0266;SPC IA N     - 1,111,830.    1,514,430.      MT  (+/- 180 meters Scaled)
 NK0266
 NK0266                          SUPERSEDED SURVEY CONTROL
 NK0266
 NK0266  NGVD 29 (??/??/92)  348.283  (m)         1142.66   (f) ADJ UNCH    2 0
 NK0266
 NK0266.Superseded values are not recommended for survey control.
 NK0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0266.See file dsdata.txt to determine how the superseded data were derived.
 NK0266
 NK0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH733060(NAD 83)
 NK0266_MARKER: DB = BENCH MARK DISK
 NK0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0266_STAMPING: G 31 1934
 NK0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0266+STABILITY: SURFACE MOTION
 NK0266
 NK0266  HISTORY     - Date     Condition        Report By
 NK0266  HISTORY     - 1934     MONUMENTED       CGS
 NK0266  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0266
 NK0266                          STATION DESCRIPTION
 NK0266
 NK0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0266'3.5 MI W FROM IOWA FALLS.
 NK0266'3.5 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NK0266'STATION AT IOWA FALLS, 272 YARDS EAST OF MILEPOST 330, 41.5 FEET
 NK0266'NORTH OF THE NORTH RAIL, AND 6.2 FEET SOUTH OF THE RIGHT-OF-WAY
 NK0266'FENCE.  A STANDARD DISK, STAMPED G 31 1934 AND SET IN THE TOP
 NK0266'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NK0266
 NK0266                          STATION RECOVERY (1974)
 NK0266
 NK0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0121 ***********************************************************************
 NL0121  DESIGNATION -  G 32
 NL0121  PID         -  NL0121
 NL0121  STATE/COUNTY-  IA/WEBSTER
 NL0121  USGS QUAD   -  FORT DODGE SOUTH (1965)
 NL0121
 NL0121                         *CURRENT SURVEY CONTROL
 NL0121  ___________________________________________________________________
 NL0121* NAD 83(1986)-  42 28 29.     (N)    094 07 44.     (W)     SCALED    
 NL0121* NAVD 88     -       338.245  (meters)    1109.73   (feet)  ADJUSTED  
 NL0121  ___________________________________________________________________
 NL0121  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 NL0121  DYNAMIC HT  -         338.149 (meters)    1109.41  (feet)  COMP
 NL0121  MODELED GRAV-     980,328.5   (mgal)                       NAVD 88
 NL0121
 NL0121  VERT ORDER  -  SECOND    CLASS 0
 NL0121
 NL0121.The horizontal coordinates were scaled from a topographic map and have
 NL0121.an estimated accuracy of +/- 6 seconds.
 NL0121
 NL0121.The orthometric height was determined by differential leveling
 NL0121.and adjusted by the National Geodetic Survey in June 1991..
 NL0121
 NL0121.The geoid height was determined by GEOID03.
 NL0121
 NL0121.The dynamic height is computed by dividing the NAVD 88
 NL0121.geopotential number by the normal gravity value computed on the
 NL0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0121.degrees latitude (g = 980.6199 gals.).
 NL0121
 NL0121.The modeled gravity was interpolated from observed gravity values.
 NL0121
 NL0121;                    North         East    Units  Estimated Accuracy
 NL0121;SPC IA N     - 1,108,460.    1,448,290.      MT  (+/- 180 meters Scaled)
 NL0121
 NL0121                          SUPERSEDED SURVEY CONTROL
 NL0121
 NL0121  NGVD 29 (??/??/92)  338.212  (m)         1109.62   (f) ADJ UNCH    2 0
 NL0121
 NL0121.Superseded values are not recommended for survey control.
 NL0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0121.See file dsdata.txt to determine how the superseded data were derived.
 NL0121
 NL0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH072031(NAD 83)
 NL0121_MARKER: DB = BENCH MARK DISK
 NL0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0121_STAMPING: G 32 1934
 NL0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0121+STABILITY: SURFACE MOTION
 NL0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NL0121+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 NL0121
 NL0121  HISTORY     - Date     Condition        Report By
 NL0121  HISTORY     - 1934     MONUMENTED       CGS
 NL0121  HISTORY     - 1945     GOOD             NGS
 NL0121  HISTORY     - 20031105 GOOD             JCLS
 NL0121
 NL0121                          STATION DESCRIPTION
 NL0121
 NL0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NL0121'3.4 MI E FROM FORT DODGE.
 NL0121'3.4 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0121'STATION AT FORT DODGE, WEBSTER COUNTY, 40 YARDS WEST OF A
 NL0121'SECTION ROAD CROSSING, 62 FEET SOUTH OF THE SOUTH RAIL OF THE
 NL0121'NORTH SIDETRACK, 46.5 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 NL0121'TRACK, AND 1.2 FEET NORTH OF THE RIGHT OF WAY FENCE.  A STANDARD
 NL0121'DISK, STAMPED G 32 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0121'PROJECTING 6 INCHES ABOVE GROUND.
 NL0121
 NL0121                          STATION RECOVERY (2003)
 NL0121
 NL0121'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 NL0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0381 ***********************************************************************
 MH0381  DESIGNATION -  G 33
 MH0381  PID         -  MH0381
 MH0381  STATE/COUNTY-  IA/POLK
 MH0381  USGS QUAD   -  DES MOINES NE (1976)
 MH0381
 MH0381                         *CURRENT SURVEY CONTROL
 MH0381  ___________________________________________________________________
 MH0381* NAD 83(1986)-  41 40 45.     (N)    093 33 39.     (W)     SCALED    
 MH0381* NAVD 88     -       266.899  (meters)     875.65   (feet)  ADJUSTED  
 MH0381  ___________________________________________________________________
 MH0381  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 MH0381  DYNAMIC HT  -         266.785 (meters)     875.28  (feet)  COMP
 MH0381  MODELED GRAV-     980,189.1   (mgal)                       NAVD 88
 MH0381
 MH0381  VERT ORDER  -  SECOND    CLASS 0
 MH0381
 MH0381.The horizontal coordinates were scaled from a topographic map and have
 MH0381.an estimated accuracy of +/- 6 seconds.
 MH0381
 MH0381.The orthometric height was determined by differential leveling
 MH0381.and adjusted by the National Geodetic Survey in June 1991..
 MH0381
 MH0381.The geoid height was determined by GEOID03.
 MH0381
 MH0381.The dynamic height is computed by dividing the NAVD 88
 MH0381.geopotential number by the normal gravity value computed on the
 MH0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0381.degrees latitude (g = 980.6199 gals.).
 MH0381
 MH0381.The modeled gravity was interpolated from observed gravity values.
 MH0381
 MH0381;                    North         East    Units  Estimated Accuracy
 MH0381;SPC IA S     -   186,480.      494,940.      MT  (+/- 180 meters Scaled)
 MH0381
 MH0381                          SUPERSEDED SURVEY CONTROL
 MH0381
 MH0381  NGVD 29 (??/??/92)  266.880  (m)          875.59   (f) ADJ UNCH    2 0
 MH0381
 MH0381.Superseded values are not recommended for survey control.
 MH0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0381.See file dsdata.txt to determine how the superseded data were derived.
 MH0381
 MH0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG533143(NAD 83)
 MH0381_MARKER: DB = BENCH MARK DISK
 MH0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0381_STAMPING: G 33 1934
 MH0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0381+STABILITY: SURFACE MOTION
 MH0381
 MH0381  HISTORY     - Date     Condition        Report By
 MH0381  HISTORY     - 1934     MONUMENTED       CGS
 MH0381
 MH0381                          STATION DESCRIPTION
 MH0381
 MH0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0381'7.2 MI NE FROM DES MOINES.
 MH0381'7.2 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0381'RAILWAY FROM THE JUNCTION AT DES MOINES, POLK COUNTY, AT A ROAD
 MH0381'CROSSING, 46.2 FEET SOUTH OF THE SOUTH RAIL, 34 FEET EAST OF
 MH0381'THE CENTERLINE OF THE ROAD, 7.0 FEET NORTHEAST OF A FENCE CORNER,
 MH0381'AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MH0381'STAMPED G 33 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MH0381'ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0281 ***********************************************************************
 NK0281  DESIGNATION -  G 34
 NK0281  PID         -  NK0281
 NK0281  STATE/COUNTY-  IA/STORY
 NK0281  USGS QUAD   -  MC CALLSBURG (1975)
 NK0281
 NK0281                         *CURRENT SURVEY CONTROL
 NK0281  ___________________________________________________________________
 NK0281* NAD 83(1986)-  42 09 58.     (N)    093 23 09.     (W)     SCALED    
 NK0281* NAVD 88     -       331.591  (meters)    1087.89   (feet)  ADJUSTED  
 NK0281  ___________________________________________________________________
 NK0281  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 NK0281  DYNAMIC HT  -         331.475 (meters)    1087.51  (feet)  COMP
 NK0281  MODELED GRAV-     980,264.0   (mgal)                       NAVD 88
 NK0281
 NK0281  VERT ORDER  -  SECOND    CLASS 0
 NK0281
 NK0281.The horizontal coordinates were scaled from a topographic map and have
 NK0281.an estimated accuracy of +/- 6 seconds.
 NK0281
 NK0281.The orthometric height was determined by differential leveling
 NK0281.and adjusted by the National Geodetic Survey in June 1991..
 NK0281
 NK0281.The geoid height was determined by GEOID03.
 NK0281
 NK0281.The dynamic height is computed by dividing the NAVD 88
 NK0281.geopotential number by the normal gravity value computed on the
 NK0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0281.degrees latitude (g = 980.6199 gals.).
 NK0281
 NK0281.The modeled gravity was interpolated from observed gravity values.
 NK0281
 NK0281;                    North         East    Units  Estimated Accuracy
 NK0281;SPC IA N     - 1,074,000.    1,509,430.      MT  (+/- 180 meters Scaled)
 NK0281
 NK0281                          SUPERSEDED SURVEY CONTROL
 NK0281
 NK0281  NGVD 29 (??/??/92)  331.562  (m)         1087.80   (f) ADJ UNCH    2 0
 NK0281
 NK0281.Superseded values are not recommended for survey control.
 NK0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0281.See file dsdata.txt to determine how the superseded data were derived.
 NK0281
 NK0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG681682(NAD 83)
 NK0281_MARKER: DB = BENCH MARK DISK
 NK0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0281_STAMPING: G 34 1934
 NK0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0281+STABILITY: SURFACE MOTION
 NK0281
 NK0281  HISTORY     - Date     Condition        Report By
 NK0281  HISTORY     - 1934     MONUMENTED       CGS
 NK0281  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0281
 NK0281                          STATION DESCRIPTION
 NK0281
 NK0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0281'0.2 MI N FROM MC CALLSBURG.
 NK0281'0.2 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 NK0281'FROM THE STATION AT MC CALLSBURG, STORY COUNTY, THENCE 0.5 MILE
 NK0281'EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD, AT THE
 NK0281'CROSSING OF COUNTY ROAD B, 46 FEET WEST OF THE CENTERLINE OF THE
 NK0281'ROAD, 44 FEET SOUTH OF THE SOUTH RAIL, 15 FEET WEST OF A FENCE
 NK0281'CORNER, AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 NK0281'G 34 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 NK0281'3 INCHES ABOVE GROUND.
 NK0281
 NK0281                          STATION RECOVERY (1975)
 NK0281
 NK0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0641 ***********************************************************************
 OO0641  DESIGNATION -  G 35
 OO0641  PID         -  OO0641
 OO0641  STATE/COUNTY-  IA/CERRO GORDO
 OO0641  USGS QUAD   -  MASON CITY (1959)
 OO0641
 OO0641                         *CURRENT SURVEY CONTROL
 OO0641  ___________________________________________________________________
 OO0641* NAD 83(1986)-  43 09 12.     (N)    093 12 36.     (W)     SCALED    
 OO0641* NAVD 88     -       341.287  (meters)    1119.71   (feet)  ADJUSTED  
 OO0641  ___________________________________________________________________
 OO0641  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 OO0641  DYNAMIC HT  -         341.226 (meters)    1119.51  (feet)  COMP
 OO0641  MODELED GRAV-     980,430.4   (mgal)                       NAVD 88
 OO0641
 OO0641  VERT ORDER  -  SECOND    CLASS 0
 OO0641
 OO0641.The horizontal coordinates were scaled from a topographic map and have
 OO0641.an estimated accuracy of +/- 6 seconds.
 OO0641
 OO0641.The orthometric height was determined by differential leveling
 OO0641.and adjusted by the National Geodetic Survey in June 1991..
 OO0641
 OO0641.The geoid height was determined by GEOID03.
 OO0641
 OO0641.The dynamic height is computed by dividing the NAVD 88
 OO0641.geopotential number by the normal gravity value computed on the
 OO0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0641.degrees latitude (g = 980.6199 gals.).
 OO0641
 OO0641.The modeled gravity was interpolated from observed gravity values.
 OO0641
 OO0641;                    North         East    Units  Estimated Accuracy
 OO0641;SPC IA N     - 1,183,690.    1,523,590.      MT  (+/- 180 meters Scaled)
 OO0641
 OO0641                          SUPERSEDED SURVEY CONTROL
 OO0641
 OO0641  NGVD 29 (??/??/92)  341.313  (m)         1119.79   (f) ADJ UNCH    2 0
 OO0641
 OO0641.Superseded values are not recommended for survey control.
 OO0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0641.See file dsdata.txt to determine how the superseded data were derived.
 OO0641
 OO0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH829778(NAD 83)
 OO0641_MARKER: DB = BENCH MARK DISK
 OO0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0641_STAMPING: G 35 1934
 OO0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0641+STABILITY: SURFACE MOTION
 OO0641
 OO0641  HISTORY     - Date     Condition        Report By
 OO0641  HISTORY     - 1934     MONUMENTED       CGS
 OO0641  HISTORY     - 20000925 MARK NOT FOUND   AERSVC
 OO0641
 OO0641                          STATION DESCRIPTION
 OO0641
 OO0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0641'IN MASON CITY.
 OO0641'AT MASON CITY, CERRO GORDO COUNTY, 61.5 FEET NORTHWEST OF THE
 OO0641'NORTHWEST CORNER OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, IN
 OO0641'THE STATION PARK, 33.7 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 OO0641'28.3 FEET SOUTH OF THE NORTH END OF THE PARK FENCE, 94.3 FEET
 OO0641'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHICAGO GREAT WESTERN
 OO0641'RAILROAD STATION, 154.1 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 OO0641'AND 41 FEET SOUTH OF THE SOUTH EDGE OF SECOND STREET N.W.  A STANDARD
 OO0641'DISK, STAMPED G 35 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0641'PROJECTING 2 INCHES ABOVE GROUND.
 OO0641
 OO0641                          STATION RECOVERY (2000)
 OO0641
 OO0641'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 OO0641'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0287 ***********************************************************************
 OO0287  DESIGNATION -  G 36
 OO0287  PID         -  OO0287
 OO0287  STATE/COUNTY-  IA/FLOYD
 OO0287  USGS QUAD   -  ROSEVILLE (1971)
 OO0287
 OO0287                         *CURRENT SURVEY CONTROL
 OO0287  ___________________________________________________________________
 OO0287* NAD 83(1986)-  43 07 11.     (N)    092 52 08.     (W)     SCALED    
 OO0287* NAVD 88     -       343.977  (meters)    1128.53   (feet)  ADJUSTED  
 OO0287  ___________________________________________________________________
 OO0287  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 OO0287  DYNAMIC HT  -         343.872 (meters)    1128.19  (feet)  COMP
 OO0287  MODELED GRAV-     980,305.2   (mgal)                       NAVD 88
 OO0287
 OO0287  VERT ORDER  -  SECOND    CLASS 0
 OO0287
 OO0287.The horizontal coordinates were scaled from a topographic map and have
 OO0287.an estimated accuracy of +/- 6 seconds.
 OO0287
 OO0287.The orthometric height was determined by differential leveling
 OO0287.and adjusted by the National Geodetic Survey in June 1991..
 OO0287
 OO0287.The geoid height was determined by GEOID03.
 OO0287
 OO0287.The dynamic height is computed by dividing the NAVD 88
 OO0287.geopotential number by the normal gravity value computed on the
 OO0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0287.degrees latitude (g = 980.6199 gals.).
 OO0287
 OO0287.The modeled gravity was interpolated from observed gravity values.
 OO0287
 OO0287;                    North         East    Units  Estimated Accuracy
 OO0287;SPC IA N     - 1,180,110.    1,551,360.      MT  (+/- 180 meters Scaled)
 OO0287
 OO0287                          SUPERSEDED SURVEY CONTROL
 OO0287
 OO0287  NGVD 29 (??/??/92)  343.963  (m)         1128.49   (f) ADJ UNCH    2 0
 OO0287
 OO0287.Superseded values are not recommended for survey control.
 OO0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0287.See file dsdata.txt to determine how the superseded data were derived.
 OO0287
 OO0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH106741(NAD 83)
 OO0287_MARKER: DB = BENCH MARK DISK
 OO0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0287_STAMPING: G 36 1934
 OO0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0287+STABILITY: SURFACE MOTION
 OO0287
 OO0287  HISTORY     - Date     Condition        Report By
 OO0287  HISTORY     - 1934     MONUMENTED       CGS
 OO0287  HISTORY     - 1969     MARK NOT FOUND   USGS
 OO0287
 OO0287                          STATION DESCRIPTION
 OO0287
 OO0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0287'2 MI E FROM RUDD.
 OO0287'2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0287'RAILROAD FROM THE STATION AT RUDD, FLOYD COUNTY, 118 YARDS EAST OF A
 OO0287'SECTION ROAD CROSSING, 39.3 FEET NORTH OF THE NORTH RAIL, AND 6.7 FEET
 OO0287'SOUTH OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED G 36 1934
 OO0287'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 OO0287'GROUND.
 OO0287
 OO0287                          STATION RECOVERY (1969)
 OO0287
 OO0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OO0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0230 ***********************************************************************
 OO0230  DESIGNATION -  G 37
 OO0230  PID         -  OO0230
 OO0230  STATE/COUNTY-  IA/CHICKASAW
 OO0230  USGS QUAD   -  WAUCOMA (1981)
 OO0230
 OO0230                         *CURRENT SURVEY CONTROL
 OO0230  ___________________________________________________________________
 OO0230* NAD 83(1986)-  43 05 36.     (N)    092 05 09.     (W)     SCALED    
 OO0230* NAVD 88     -       341.921  (meters)    1121.79   (feet)  ADJUSTED  
 OO0230  ___________________________________________________________________
 OO0230  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 OO0230  DYNAMIC HT  -         341.830 (meters)    1121.49  (feet)  COMP
 OO0230  MODELED GRAV-     980,344.1   (mgal)                       NAVD 88
 OO0230
 OO0230  VERT ORDER  -  SECOND    CLASS 0
 OO0230
 OO0230.The horizontal coordinates were scaled from a topographic map and have
 OO0230.an estimated accuracy of +/- 6 seconds.
 OO0230
 OO0230.The orthometric height was determined by differential leveling
 OO0230.and adjusted by the National Geodetic Survey in June 1991..
 OO0230
 OO0230.The geoid height was determined by GEOID03.
 OO0230
 OO0230.The dynamic height is computed by dividing the NAVD 88
 OO0230.geopotential number by the normal gravity value computed on the
 OO0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0230.degrees latitude (g = 980.6199 gals.).
 OO0230
 OO0230.The modeled gravity was interpolated from observed gravity values.
 OO0230
 OO0230;                    North         East    Units  Estimated Accuracy
 OO0230;SPC IA N     - 1,177,950.    1,615,130.      MT  (+/- 180 meters Scaled)
 OO0230
 OO0230                          SUPERSEDED SURVEY CONTROL
 OO0230
 OO0230  NGVD 29 (??/??/92)  341.927  (m)         1121.81   (f) ADJ UNCH    2 0
 OO0230
 OO0230.Superseded values are not recommended for survey control.
 OO0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0230.See file dsdata.txt to determine how the superseded data were derived.
 OO0230
 OO0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH744715(NAD 83)
 OO0230_MARKER: DB = BENCH MARK DISK
 OO0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0230_STAMPING: G 37 1934
 OO0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0230+STABILITY: SURFACE MOTION
 OO0230
 OO0230  HISTORY     - Date     Condition        Report By
 OO0230  HISTORY     - 1934     MONUMENTED       CGS
 OO0230  HISTORY     - 20000911 MARK NOT FOUND   AERSVC
 OO0230
 OO0230                          STATION DESCRIPTION
 OO0230
 OO0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0230'3.8 MI E FROM LAWLER.
 OO0230'3.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0230'RAILROAD FROM THE STATION AT LAWLER, 42.8 FEET SOUTH OF THE SOUTH RAIL
 OO0230'OF THE MAIN TRACK, 55 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 OO0230'24, AND 4.7 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OO0230'STAMPED G 37 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OO0230'INCHES ABOVE GROUND.
 OO0230
 OO0230                          STATION RECOVERY (2000)
 OO0230
 OO0230'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (BS)
 OO0230'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0023 ***********************************************************************
 NK0023  DESIGNATION -  G 38
 NK0023  PID         -  NK0023
 NK0023  STATE/COUNTY-  IA/FAYETTE
 NK0023  USGS QUAD   -  SUMNER (1971)
 NK0023
 NK0023                         *CURRENT SURVEY CONTROL
 NK0023  ___________________________________________________________________
 NK0023* NAD 83(1986)-  42 47 14.     (N)    092 01 04.     (W)     SCALED    
 NK0023* NAVD 88     -       327.158  (meters)    1073.35   (feet)  ADJUSTED  
 NK0023  ___________________________________________________________________
 NK0023  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 NK0023  DYNAMIC HT  -         327.063 (meters)    1073.04  (feet)  COMP
 NK0023  MODELED GRAV-     980,321.6   (mgal)                       NAVD 88
 NK0023
 NK0023  VERT ORDER  -  SECOND    CLASS 0
 NK0023
 NK0023.The horizontal coordinates were scaled from a topographic map and have
 NK0023.an estimated accuracy of +/- 6 seconds.
 NK0023
 NK0023.The orthometric height was determined by differential leveling
 NK0023.and adjusted by the National Geodetic Survey in June 1991..
 NK0023
 NK0023.The geoid height was determined by GEOID03.
 NK0023
 NK0023.The dynamic height is computed by dividing the NAVD 88
 NK0023.geopotential number by the normal gravity value computed on the
 NK0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0023.degrees latitude (g = 980.6199 gals.).
 NK0023
 NK0023.The modeled gravity was interpolated from observed gravity values.
 NK0023
 NK0023;                    North         East    Units  Estimated Accuracy
 NK0023;SPC IA N     - 1,144,040.    1,621,270.      MT  (+/- 180 meters Scaled)
 NK0023
 NK0023                          SUPERSEDED SURVEY CONTROL
 NK0023
 NK0023  NGVD 29 (??/??/92)  327.173  (m)         1073.40   (f) ADJ UNCH    2 0
 NK0023
 NK0023.Superseded values are not recommended for survey control.
 NK0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0023.See file dsdata.txt to determine how the superseded data were derived.
 NK0023
 NK0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH803376(NAD 83)
 NK0023_MARKER: DB = BENCH MARK DISK
 NK0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0023_STAMPING: G 38 1934
 NK0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0023+STABILITY: SURFACE MOTION
 NK0023
 NK0023  HISTORY     - Date     Condition        Report By
 NK0023  HISTORY     - 1934     MONUMENTED       CGS
 NK0023  HISTORY     - 1971     MARK NOT FOUND   USGS
 NK0023  HISTORY     - 1984     MARK NOT FOUND   NGS
 NK0023
 NK0023                          STATION DESCRIPTION
 NK0023
 NK0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0023'1.9 MI NW FROM WESTGATE.
 NK0023'1.9 MILES NORTHWEST ALONG THE CHICAGO, GREAT WESTERN RAILROAD
 NK0023'FROM THE STATION AT WESTGATE, FAYETTE COUNTY, 63 FEET WEST OF
 NK0023'MILEPOST 170, AT THE CROSSING OF A SECTION ROAD, 49 FEET SOUTH
 NK0023'OF THE CENTERLINE OF THE ROAD, 45 FEET SOUTHWEST OF THE
 NK0023'SOUTHWEST RAIL, 31.5 FEET SOUTHWEST OF A STEEL RAILROAD CROSSING
 NK0023'SIGN, AND 3 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NK0023'DISK, STAMPED G 38 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0023'PROJECTING ABOUT 7 INCHES ABOVE GROUND.  NOTE-- SEVERAL FEET OF
 NK0023'SPOIL COVER AREA.
 NK0023
 NK0023                          STATION RECOVERY (1971)
 NK0023
 NK0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NK0023'MARK NOT FOUND.
 NK0023
 NK0023                          STATION RECOVERY (1984)
 NK0023
 NK0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NK0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0169 ***********************************************************************
 NK0169  DESIGNATION -  G 39
 NK0169  PID         -  NK0169
 NK0169  STATE/COUNTY-  IA/BREMER
 NK0169  USGS QUAD   -  SHELL ROCK (1971)
 NK0169
 NK0169                         *CURRENT SURVEY CONTROL
 NK0169  ___________________________________________________________________
 NK0169* NAD 83(1986)-  42 40 01.     (N)    092 31 39.     (W)     SCALED    
 NK0169* NAVD 88     -       274.279  (meters)     899.86   (feet)  ADJUSTED  
 NK0169  ___________________________________________________________________
 NK0169  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 NK0169  DYNAMIC HT  -         274.188 (meters)     899.57  (feet)  COMP
 NK0169  MODELED GRAV-     980,284.9   (mgal)                       NAVD 88
 NK0169
 NK0169  VERT ORDER  -  SECOND    CLASS 0
 NK0169
 NK0169.The horizontal coordinates were scaled from a topographic map and have
 NK0169.an estimated accuracy of +/- 6 seconds.
 NK0169
 NK0169.The orthometric height was determined by differential leveling
 NK0169.and adjusted by the National Geodetic Survey in June 1991..
 NK0169
 NK0169.The geoid height was determined by GEOID03.
 NK0169
 NK0169.The dynamic height is computed by dividing the NAVD 88
 NK0169.geopotential number by the normal gravity value computed on the
 NK0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0169.degrees latitude (g = 980.6199 gals.).
 NK0169
 NK0169.The modeled gravity was interpolated from observed gravity values.
 NK0169
 NK0169;                    North         East    Units  Estimated Accuracy
 NK0169;SPC IA N     - 1,130,080.    1,579,720.      MT  (+/- 180 meters Scaled)
 NK0169
 NK0169                          SUPERSEDED SURVEY CONTROL
 NK0169
 NK0169  NGVD 29 (??/??/92)  274.285  (m)          899.88   (f) ADJ UNCH    2 0
 NK0169
 NK0169.Superseded values are not recommended for survey control.
 NK0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0169.See file dsdata.txt to determine how the superseded data were derived.
 NK0169
 NK0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH387239(NAD 83)
 NK0169_MARKER: DB = BENCH MARK DISK
 NK0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0169_STAMPING: G 39 1934
 NK0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0169+STABILITY: SURFACE MOTION
 NK0169
 NK0169  HISTORY     - Date     Condition        Report By
 NK0169  HISTORY     - 1934     MONUMENTED       CGS
 NK0169  HISTORY     - 20050407 MARK NOT FOUND   BHCIAE
 NK0169
 NK0169                          STATION DESCRIPTION
 NK0169
 NK0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0169'5.8 MI SE FROM WAVERLY.
 NK0169'5.8 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0169'RAILWAY FROM THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT
 NK0169'WAVERLY, BREMER COUNTY, ABOUT 48 YARDS NORTHEAST OF THE NORTHEAST
 NK0169'RAIL OF THE TRACK LEADING TO SHELL ROCK, 36 FEET NORTHEAST OF
 NK0169'THE NORTHEAST RAIL OF THE TRACK LEADING TO WAVERLY, AND 11.5
 NK0169'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 NK0169'STAMPED G 39 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0169'PROJECTING 3 INCHES ABOVE GROUND.
 NK0169
 NK0169                          STATION RECOVERY (2005)
 NK0169
 NK0169'RECOVERY NOTE BY BLACK HAWK COUNTY IOWA ENGINEER 2005 (GAT)
 NK0169'NOTE THAT TRACK TO WAVERLY HAS BEEN OBLITERATED WITH NO PHYSICAL
 NK0169'TRACK BED REMAINING.  TIES OFF TRACK TO SHELL ROCK PER 1934 NOTES
 NK0169'OF 'ABOUT 48 YARDS' WOULD PLACE MONUMENT +/- IN CULTIVATED FIELD
 NK0169'SOUTH OF E/W GRAVEL ROAD, ASSUMING 'RIGHT-OF-WAY FENCE' DECRIBED WAS
 NK0169'SOUTH R/W OF SAID GRAVEL ROAD.  STONE FRAGMENTS FOUND IN APPROX.
 NK0169'LOCATION, YET NONE YIELDED A SMOOTH FACE AS BEING PART OF A TYPICAL
 NK0169'USCGS MONUMENT.  BASED ON 1934 STATION DESCRIPTION, AND SCALED GEOD.
 NK0169'LOCATION, ASSUME THAT MONUMENT WAS DESTOYED DURING REMOVAL OF
 NK0169'HISORICAL TRACK TO WAVERLY AND WAS SITUATED SOUTHEAST OF EXISTING
 NK0169'TRACK TO SHELL ROCK IN CULTIVATED FIELD JUST SOUTH OF ROAD R/W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0361 ***********************************************************************
 MH0361  DESIGNATION -  G 4
 MH0361  PID         -  MH0361
 MH0361  STATE/COUNTY-  IA/POLK
 MH0361  USGS QUAD   -  DES MOINES SW (1976)
 MH0361
 MH0361                         *CURRENT SURVEY CONTROL
 MH0361  ___________________________________________________________________
 MH0361* NAD 83(1986)-  41 34 10.     (N)    093 42 38.     (W)     SCALED    
 MH0361* NAVD 88     -       247.988  (meters)     813.61   (feet)  ADJUSTED  
 MH0361  ___________________________________________________________________
 MH0361  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 MH0361  DYNAMIC HT  -         247.880 (meters)     813.25  (feet)  COMP
 MH0361  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 MH0361
 MH0361  VERT ORDER  -  FIRST     CLASS II
 MH0361
 MH0361.The horizontal coordinates were scaled from a topographic map and have
 MH0361.an estimated accuracy of +/- 6 seconds.
 MH0361
 MH0361.The orthometric height was determined by differential leveling
 MH0361.and adjusted by the National Geodetic Survey in June 1991..
 MH0361
 MH0361.The geoid height was determined by GEOID03.
 MH0361
 MH0361.The dynamic height is computed by dividing the NAVD 88
 MH0361.geopotential number by the normal gravity value computed on the
 MH0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0361.degrees latitude (g = 980.6199 gals.).
 MH0361
 MH0361.The modeled gravity was interpolated from observed gravity values.
 MH0361
 MH0361;                    North         East    Units  Estimated Accuracy
 MH0361;SPC IA S     -   174,310.      482,440.      MT  (+/- 180 meters Scaled)
 MH0361
 MH0361                          SUPERSEDED SURVEY CONTROL
 MH0361
 MH0361  NGVD 29 (??/??/92)  247.940  (m)          813.45   (f) ADJ UNCH    1 2
 MH0361
 MH0361.Superseded values are not recommended for survey control.
 MH0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0361.See file dsdata.txt to determine how the superseded data were derived.
 MH0361
 MH0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG407022(NAD 83)
 MH0361_MARKER: DB = BENCH MARK DISK
 MH0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0361_SP_SET: CONCRETE BASE
 MH0361_STAMPING: G 4 1930 813.450
 MH0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0361
 MH0361  HISTORY     - Date     Condition        Report By
 MH0361  HISTORY     - 1930     MONUMENTED       CGS
 MH0361  HISTORY     - 1950     MARK NOT FOUND   NGS
 MH0361  HISTORY     - 1956     MARK NOT FOUND   USGS
 MH0361  HISTORY     - 19910617 MARK NOT FOUND   USPSQD
 MH0361
 MH0361                          STATION DESCRIPTION
 MH0361
 MH0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0361'AT VALLEY JUNCTION.
 MH0361'AT VALLEY JUNCTION, POLK COUNTY, 0.3 MILE WEST OF THE MINNEAPOLIS
 MH0361'AND ST. LOUIS RAILROAD STATION, AT THE SOUTH SIDE OF THE RAILROAD
 MH0361'YARDS, 35 FEET WEST OF THE WEST PROPERTY LINE OF SIXTH STREET,
 MH0361'AT SIGNAL TOWER 3627, AND IN THE SOUTHEAST CORNER OF THE CONCRETE
 MH0361'BASE.  A STANDARD DISK, STAMPED 813.450 G 4 1930.  NOTE-- THE
 MH0361'MARK WAS NOT IN TOWER 3627, TOWER 15 170 W IS NOW AT A DIFFERENT
 MH0361'LOCATION.
 MH0361
 MH0361                          STATION RECOVERY (1956)
 MH0361
 MH0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 MH0361'MARK NOT FOUND.
 MH0361
 MH0361                          STATION RECOVERY (1991)
 MH0361
 MH0361'RECOVERY NOTE BY US POWER SQUADRON 1991 (VEA)
 MH0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0268 ***********************************************************************
 OO0268  DESIGNATION -  G 40
 OO0268  PID         -  OO0268
 OO0268  STATE/COUNTY-  IA/MITCHELL
 OO0268  USGS QUAD   -  OSAGE (1972)
 OO0268
 OO0268                         *CURRENT SURVEY CONTROL
 OO0268  ___________________________________________________________________
 OO0268* NAD 83(1986)-  43 15 49.     (N)    092 47 51.     (W)     SCALED    
 OO0268* NAVD 88     -       359.735  (meters)    1180.23   (feet)  ADJUSTED  
 OO0268  ___________________________________________________________________
 OO0268  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 OO0268  DYNAMIC HT  -         359.632 (meters)    1179.89  (feet)  COMP
 OO0268  MODELED GRAV-     980,323.9   (mgal)                       NAVD 88
 OO0268
 OO0268  VERT ORDER  -  SECOND    CLASS 0
 OO0268
 OO0268.The horizontal coordinates were scaled from a topographic map and have
 OO0268.an estimated accuracy of +/- 6 seconds.
 OO0268
 OO0268.The orthometric height was determined by differential leveling
 OO0268.and adjusted by the National Geodetic Survey in June 1991..
 OO0268
 OO0268.The geoid height was determined by GEOID03.
 OO0268
 OO0268.The dynamic height is computed by dividing the NAVD 88
 OO0268.geopotential number by the normal gravity value computed on the
 OO0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0268.degrees latitude (g = 980.6199 gals.).
 OO0268
 OO0268.The modeled gravity was interpolated from observed gravity values.
 OO0268
 OO0268;                    North         East    Units  Estimated Accuracy
 OO0268;SPC IA N     - 1,196,140.    1,557,040.      MT  (+/- 180 meters Scaled)
 OO0268
 OO0268                          SUPERSEDED SURVEY CONTROL
 OO0268
 OO0268  NGVD 29 (??/??/92)  359.722  (m)         1180.19   (f) ADJ UNCH    2 0
 OO0268
 OO0268.Superseded values are not recommended for survey control.
 OO0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0268.See file dsdata.txt to determine how the superseded data were derived.
 OO0268
 OO0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH164901(NAD 83)
 OO0268_MARKER: DB = BENCH MARK DISK
 OO0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0268_STAMPING: G 40 1934
 OO0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0268+STABILITY: SURFACE MOTION
 OO0268
 OO0268  HISTORY     - Date     Condition        Report By
 OO0268  HISTORY     - 1934     MONUMENTED       CGS
 OO0268
 OO0268                          STATION DESCRIPTION
 OO0268
 OO0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0268'1.5 MI SE FROM OSAGE.
 OO0268'1.5 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 OO0268'STATION AT OSAGE, MITCHELL COUNTY, 2 POLES SOUTHEAST OF MILEPOST CF
 OO0268'57, 46.3 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 2.4 FEET SOUTHWEST
 OO0268'OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED G 40 1934 AND SET
 OO0268'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0311 ***********************************************************************
 OO0311  DESIGNATION -  G 41
 OO0311  PID         -  OO0311
 OO0311  STATE/COUNTY-  IA/MITCHELL
 OO0311  USGS QUAD   -  MC INTIRE (1972)
 OO0311
 OO0311                         *CURRENT SURVEY CONTROL
 OO0311  ___________________________________________________________________
 OO0311* NAD 83(1986)-  43 27 42.     (N)    092 34 24.     (W)     SCALED    
 OO0311* NAVD 88     -       406.809  (meters)    1334.67   (feet)  ADJUSTED  
 OO0311  ___________________________________________________________________
 OO0311  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 OO0311  DYNAMIC HT  -         406.707 (meters)    1334.34  (feet)  COMP
 OO0311  MODELED GRAV-     980,356.3   (mgal)                       NAVD 88
 OO0311
 OO0311  VERT ORDER  -  SECOND    CLASS 0
 OO0311
 OO0311.The horizontal coordinates were scaled from a topographic map and have
 OO0311.an estimated accuracy of +/- 6 seconds.
 OO0311
 OO0311.The orthometric height was determined by differential leveling
 OO0311.and adjusted by the National Geodetic Survey in June 1991..
 OO0311
 OO0311.The geoid height was determined by GEOID03.
 OO0311
 OO0311.The dynamic height is computed by dividing the NAVD 88
 OO0311.geopotential number by the normal gravity value computed on the
 OO0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0311.degrees latitude (g = 980.6199 gals.).
 OO0311
 OO0311.The modeled gravity was interpolated from observed gravity values.
 OO0311
 OO0311;                    North         East    Units  Estimated Accuracy
 OO0311;SPC IA N     - 1,218,320.    1,575,000.      MT  (+/- 180 meters Scaled)
 OO0311
 OO0311                          SUPERSEDED SURVEY CONTROL
 OO0311
 OO0311  NGVD 29 (??/??/92)  406.793  (m)         1334.62   (f) ADJ UNCH    2 0
 OO0311
 OO0311.Superseded values are not recommended for survey control.
 OO0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0311.See file dsdata.txt to determine how the superseded data were derived.
 OO0311
 OO0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ345121(NAD 83)
 OO0311_MARKER: DB = BENCH MARK DISK
 OO0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0311_STAMPING: G 41 1934
 OO0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0311+STABILITY: SURFACE MOTION
 OO0311
 OO0311  HISTORY     - Date     Condition        Report By
 OO0311  HISTORY     - 1934     MONUMENTED       CGS
 OO0311
 OO0311                          STATION DESCRIPTION
 OO0311
 OO0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0311'2.1 MI NE FROM MCINTIRE.
 OO0311'2.1 MILES NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0311'STATION AT MCINTIRE, MITCHELL COUNTY, 595 YARDS SOUTHWEST OF MILEPOST
 OO0311'190, 94 FEET SOUTHWEST OF A SECTION LINE ROAD CROSSING, 46 FEET
 OO0311'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 22 FEET SOUTHWEST
 OO0311'OF A FENCE CORNER, AND 1.5 FEET NORTHWEST OF THE RIGHT OF WAY FENCE. A
 OO0311'STANDARD DISK, STAMPED G 41 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0311'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0458 ***********************************************************************
 ON0458  DESIGNATION -  G 42
 ON0458  PID         -  ON0458
 ON0458  STATE/COUNTY-  IA/WINNESHIEK
 ON0458  USGS QUAD   -  FORT ATKINSON (1981)
 ON0458
 ON0458                         *CURRENT SURVEY CONTROL
 ON0458  ___________________________________________________________________
 ON0458* NAD 83(1986)-  43 13 03.     (N)    091 53 52.     (W)     SCALED    
 ON0458* NAVD 88     -       376.647  (meters)    1235.72   (feet)  ADJUSTED  
 ON0458  ___________________________________________________________________
 ON0458  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 ON0458  DYNAMIC HT  -         376.556 (meters)    1235.42  (feet)  COMP
 ON0458  MODELED GRAV-     980,365.8   (mgal)                       NAVD 88
 ON0458
 ON0458  VERT ORDER  -  SECOND    CLASS 0
 ON0458
 ON0458.The horizontal coordinates were scaled from a topographic map and have
 ON0458.an estimated accuracy of +/- 6 seconds.
 ON0458
 ON0458.The orthometric height was determined by differential leveling
 ON0458.and adjusted by the National Geodetic Survey in June 1991..
 ON0458
 ON0458.The geoid height was determined by GEOID03.
 ON0458
 ON0458.The dynamic height is computed by dividing the NAVD 88
 ON0458.geopotential number by the normal gravity value computed on the
 ON0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0458.degrees latitude (g = 980.6199 gals.).
 ON0458
 ON0458.The modeled gravity was interpolated from observed gravity values.
 ON0458
 ON0458;                    North         East    Units  Estimated Accuracy
 ON0458;SPC IA N     - 1,192,010.    1,630,180.      MT  (+/- 180 meters Scaled)
 ON0458
 ON0458                          SUPERSEDED SURVEY CONTROL
 ON0458
 ON0458  NGVD 29 (??/??/92)  376.662  (m)         1235.77   (f) ADJ UNCH    2 0
 ON0458
 ON0458.Superseded values are not recommended for survey control.
 ON0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0458.See file dsdata.txt to determine how the superseded data were derived.
 ON0458
 ON0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH895855(NAD 83)
 ON0458_MARKER: DB = BENCH MARK DISK
 ON0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0458_STAMPING: G 42 1934
 ON0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0458+STABILITY: SURFACE MOTION
 ON0458
 ON0458  HISTORY     - Date     Condition        Report By
 ON0458  HISTORY     - UNK      MONUMENTED       CGS
 ON0458  HISTORY     - 1934     GOOD             NGS
 ON0458  HISTORY     - 1977     MARK NOT FOUND   USGS
 ON0458
 ON0458                          STATION DESCRIPTION
 ON0458
 ON0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0458'AT CONOVER.
 ON0458'AT CONOVER, WINNESHIEK COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 ON0458'AND PACIFIC RAILROAD, 0.4 MILE NORTHWEST OF THE STATION, 98
 ON0458'YARDS NORTHWEST OF A ROAD CROSSING, 82 FEET EAST OF A SIDETRACK
 ON0458'SWITCH LOCATED NORTHWEST OF A WYE, 34.5 FEET NORTHEAST OF THE
 ON0458'NORTHEAST RAIL OF THE MAIN TRACK, AND 3.4 FEET WEST OF A CORNER
 ON0458'FENCE POST.  A STANDARD DISK, STAMPED G 42 1934 AND SET IN
 ON0458'THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 ON0458'GROUND.
 ON0458
 ON0458                          STATION RECOVERY (1977)
 ON0458
 ON0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0112 ***********************************************************************
 MH0112  DESIGNATION -  G 5
 MH0112  PID         -  MH0112
 MH0112  STATE/COUNTY-  IA/MARION
 MH0112  USGS QUAD   -  PELLA (1980)
 MH0112
 MH0112                         *CURRENT SURVEY CONTROL
 MH0112  ___________________________________________________________________
 MH0112* NAD 83(1986)-  41 24 46.     (N)    092 57 43.     (W)     SCALED    
 MH0112* NAVD 88     -       266.067  (meters)     872.92   (feet)  ADJUSTED  
 MH0112  ___________________________________________________________________
 MH0112  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 MH0112  DYNAMIC HT  -         265.953 (meters)     872.55  (feet)  COMP
 MH0112  MODELED GRAV-     980,189.6   (mgal)                       NAVD 88
 MH0112
 MH0112  VERT ORDER  -  FIRST     CLASS II
 MH0112
 MH0112.The horizontal coordinates were scaled from a topographic map and have
 MH0112.an estimated accuracy of +/- 6 seconds.
 MH0112
 MH0112.The orthometric height was determined by differential leveling
 MH0112.and adjusted by the National Geodetic Survey in June 1991..
 MH0112
 MH0112.The geoid height was determined by GEOID03.
 MH0112
 MH0112.The dynamic height is computed by dividing the NAVD 88
 MH0112.geopotential number by the normal gravity value computed on the
 MH0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0112.degrees latitude (g = 980.6199 gals.).
 MH0112
 MH0112.The modeled gravity was interpolated from observed gravity values.
 MH0112
 MH0112;                    North         East    Units  Estimated Accuracy
 MH0112;SPC IA S     -   157,030.      544,980.      MT  (+/- 180 meters Scaled)
 MH0112
 MH0112                          SUPERSEDED SURVEY CONTROL
 MH0112
 MH0112  NGVD 29 (??/??/92)  266.036  (m)          872.82   (f) ADJ UNCH    1 2
 MH0112
 MH0112.Superseded values are not recommended for survey control.
 MH0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0112.See file dsdata.txt to determine how the superseded data were derived.
 MH0112
 MH0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF031845(NAD 83)
 MH0112_MARKER: DB = BENCH MARK DISK
 MH0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0112_STAMPING: 872.820 G 5 1930
 MH0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0112+STABILITY: SURFACE MOTION
 MH0112
 MH0112  HISTORY     - Date     Condition        Report By
 MH0112  HISTORY     - 1930     MONUMENTED       CGS
 MH0112  HISTORY     - 1943     GOOD             NGS
 MH0112
 MH0112                          STATION DESCRIPTION
 MH0112
 MH0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MH0112'2.3 MI NW FROM PELLA.
 MH0112'2.3 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0112'RAILWAY FROM THE WATER TANK AT PELLA, MARION COUNTY, NORTHWEST
 MH0112'OF A FARM ROAD CROSSING, 36 FEET SOUTHWEST OF THE CENTERLINE OF
 MH0112'THE TRACK, AND ABOUT 25 FEET SOUTHEAST OF POLE 320-25.  A
 MH0112'STANDARD DISK, STAMPED 872.820 G 5 1930 AND SET IN THE TOP OF A
 MH0112'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0058 ***********************************************************************
 MH0058  DESIGNATION -  G 6
 MH0058  PID         -  MH0058
 MH0058  STATE/COUNTY-  IA/WAPELLO
 MH0058  USGS QUAD   -  PEKIN (1980)
 MH0058
 MH0058                         *CURRENT SURVEY CONTROL
 MH0058  ___________________________________________________________________
 MH0058* NAD 83(1986)-  41 07 38.     (N)    092 14 01.     (W)     SCALED    
 MH0058* NAVD 88     -       238.873  (meters)     783.70   (feet)  ADJUSTED  
 MH0058  ___________________________________________________________________
 MH0058  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MH0058  DYNAMIC HT  -         238.767 (meters)     783.35  (feet)  COMP
 MH0058  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 MH0058
 MH0058  VERT ORDER  -  FIRST     CLASS II
 MH0058
 MH0058.The horizontal coordinates were scaled from a topographic map and have
 MH0058.an estimated accuracy of +/- 6 seconds.
 MH0058
 MH0058.The orthometric height was determined by differential leveling
 MH0058.and adjusted by the National Geodetic Survey in June 1991..
 MH0058
 MH0058.The geoid height was determined by GEOID03.
 MH0058
 MH0058.The dynamic height is computed by dividing the NAVD 88
 MH0058.geopotential number by the normal gravity value computed on the
 MH0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0058.degrees latitude (g = 980.6199 gals.).
 MH0058
 MH0058.The modeled gravity was interpolated from observed gravity values.
 MH0058
 MH0058;                    North         East    Units  Estimated Accuracy
 MH0058;SPC IA S     -   125,950.      606,330.      MT  (+/- 180 meters Scaled)
 MH0058
 MH0058                          SUPERSEDED SURVEY CONTROL
 MH0058
 MH0058  NGVD 29 (??/??/92)  238.874  (m)          783.71   (f) ADJ UNCH    1 2
 MH0058
 MH0058.Superseded values are not recommended for survey control.
 MH0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0058.See file dsdata.txt to determine how the superseded data were derived.
 MH0058
 MH0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF643531(NAD 83)
 MH0058_MARKER: DB = BENCH MARK DISK
 MH0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0058_STAMPING: 783.706 G 6 1930
 MH0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0058+STABILITY: SURFACE MOTION
 MH0058
 MH0058  HISTORY     - Date     Condition        Report By
 MH0058  HISTORY     - 1930     MONUMENTED       CGS
 MH0058  HISTORY     - 1955     GOOD             NGS
 MH0058
 MH0058                          STATION DESCRIPTION
 MH0058
 MH0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MH0058'1 MI NW FROM FARSON.
 MH0058'1.0 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MH0058'PACIFIC RAILROAD FROM THE STATION AT FARSON, WAPELLO COUNTY, 67
 MH0058'FEET NORTH OF THE SOUTH FENCE LINE OF AN EAST-AND-WEST ROAD, 38
 MH0058'FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, AND 7 FEET NORTHWEST
 MH0058'OF A POLE.  A STANDARD DISK, STAMPED 783.706 G 6 1930 AND SET IN
 MH0058'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0559 ***********************************************************************
 NM0559  DESIGNATION -  G 69
 NM0559  PID         -  NM0559
 NM0559  STATE/COUNTY-  IA/MONONA
 NM0559  USGS QUAD   -  ONAWA SW (1969)
 NM0559
 NM0559                         *CURRENT SURVEY CONTROL
 NM0559  ___________________________________________________________________
 NM0559* NAD 83(1986)-  42 01 06.     (N)    096 12 49.     (W)     SCALED    
 NM0559* NAVD 88     -       320.541  (meters)    1051.64   (feet)  ADJUSTED  
 NM0559  ___________________________________________________________________
 NM0559  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 NM0559  DYNAMIC HT  -         320.426 (meters)    1051.26  (feet)  COMP
 NM0559  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 NM0559
 NM0559  VERT ORDER  -  SECOND    CLASS 0
 NM0559
 NM0559.The horizontal coordinates were scaled from a topographic map and have
 NM0559.an estimated accuracy of +/- 6 seconds.
 NM0559
 NM0559.The orthometric height was determined by differential leveling
 NM0559.and adjusted by the National Geodetic Survey in June 1991..
 NM0559
 NM0559.The geoid height was determined by GEOID03.
 NM0559
 NM0559.The dynamic height is computed by dividing the NAVD 88
 NM0559.geopotential number by the normal gravity value computed on the
 NM0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0559.degrees latitude (g = 980.6199 gals.).
 NM0559
 NM0559.The modeled gravity was interpolated from observed gravity values.
 NM0559
 NM0559;                    North         East    Units  Estimated Accuracy
 NM0559;SPC IA N     - 1,061,180.    1,275,280.      MT  (+/- 180 meters Scaled)
 NM0559
 NM0559                          SUPERSEDED SURVEY CONTROL
 NM0559
 NM0559  NGVD 29 (??/??/92)  320.397  (m)         1051.17   (f) ADJ UNCH    2 0
 NM0559
 NM0559.Superseded values are not recommended for survey control.
 NM0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0559.See file dsdata.txt to determine how the superseded data were derived.
 NM0559
 NM0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM307555(NAD 83)
 NM0559_MARKER: DB = BENCH MARK DISK
 NM0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0559_STAMPING: G 69 1935
 NM0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0559+STABILITY: SURFACE MOTION
 NM0559
 NM0559  HISTORY     - Date     Condition        Report By
 NM0559  HISTORY     - 1935     MONUMENTED       CGS
 NM0559  HISTORY     - 1948     POOR             NGS
 NM0559  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0559
 NM0559                          STATION DESCRIPTION
 NM0559
 NM0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0559'6.9 MI SW FROM ONAWA.
 NM0559'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0559'AT ONAWA, THENCE 2.8 MILES WEST ALONG COUNTY ROAD H, THENCE
 NM0559'0.6 MILE SOUTH ALONG COUNTY ROAD H, AT A FARMHOUSE, 94.0 FEET
 NM0559'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 30.0 FEET
 NM0559'EAST OF THE CENTER LINE OF THE COUNTY ROAD, 27.0 FEET NORTH
 NM0559'OF THE CENTER LINE OF A PRIVATE ROAD, 4.7 FEET WEST OF A FENCE,
 NM0559'3.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM0559'POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 NM0559
 NM0559                          STATION RECOVERY (1969)
 NM0559
 NM0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0040 ***********************************************************************
 LE0040  DESIGNATION -  G 7
 LE0040  PID         -  LE0040
 LE0040  STATE/COUNTY-  IA/DAVIS
 LE0040  USGS QUAD   -  BLOOMFIELD NORTH (1980)
 LE0040
 LE0040                         *CURRENT SURVEY CONTROL
 LE0040  ___________________________________________________________________
 LE0040* NAD 83(1996)-  40 50 06.38815(N)    092 25 54.26562(W)     ADJUSTED  
 LE0040* NAVD 88     -       258.233  (meters)     847.22   (feet)  ADJUSTED  
 LE0040  ___________________________________________________________________
 LE0040  X           -    -205,049.632 (meters)                     COMP
 LE0040  Y           -  -4,828,403.224 (meters)                     COMP
 LE0040  Z           -   4,148,733.374 (meters)                     COMP
 LE0040  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 LE0040  ELLIP HEIGHT-         225.46  (meters)          (05/06/99) GPS OBS
 LE0040  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LE0040  DYNAMIC HT  -         258.109 (meters)     846.81  (feet)  COMP
 LE0040  MODELED GRAV-     980,137.9   (mgal)                       NAVD 88
 LE0040
 LE0040  HORZ ORDER  -  THIRD
 LE0040  VERT ORDER  -  FIRST     CLASS II
 LE0040  ELLP ORDER  -  FOURTH    CLASS I
 LE0040
 LE0040.The horizontal coordinates were established by GPS observations
 LE0040.and adjusted by the National Geodetic Survey in May 1999..
 LE0040
 LE0040.The orthometric height was determined by differential leveling
 LE0040.and adjusted by the National Geodetic Survey in June 1991..
 LE0040
 LE0040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LE0040
 LE0040.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0040
 LE0040.The ellipsoidal height was determined by GPS observations
 LE0040.and is referenced to NAD 83.
 LE0040
 LE0040.The geoid height was determined by GEOID03.
 LE0040
 LE0040.The dynamic height is computed by dividing the NAVD 88
 LE0040.geopotential number by the normal gravity value computed on the
 LE0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0040.degrees latitude (g = 980.6199 gals.).
 LE0040
 LE0040.The modeled gravity was interpolated from observed gravity values.
 LE0040
 LE0040;                    North         East     Units Scale Factor Converg.
 LE0040;SPC IA S     -    93,290.479   590,096.741   MT  0.99996863   +0 42 13.2
 LE0040;UTM  15      - 4,520,608.086   547,910.519   MT  0.99962825   +0 22 17.7
 LE0040
 LE0040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0040!SPC IA S     -   0.99996463  x   0.99996863  =   0.99993327
 LE0040!UTM  15      -   0.99996463  x   0.99962825  =   0.99959290
 LE0040
 LE0040                          SUPERSEDED SURVEY CONTROL
 LE0040
 LE0040  NAD 83(1986)-  40 50 06.39485(N)    092 25 54.27910(W) AD(       ) 3
 LE0040  NGVD 29 (??/??/92)  258.215  (m)          847.16   (f) ADJ UNCH    1 2
 LE0040
 LE0040.Superseded values are not recommended for survey control.
 LE0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0040.See file dsdata.txt to determine how the superseded data were derived.
 LE0040
 LE0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4791120608(NAD 83)
 LE0040_MARKER: DB = BENCH MARK DISK
 LE0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0040_SP_SET: CONCRETE POST
 LE0040_STAMPING: 847.121 G 7 1930
 LE0040_MARK LOGO: CGS   
 LE0040_MAGNETIC: N = NO MAGNETIC MATERIAL
 LE0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0040+STABILITY: SURFACE MOTION
 LE0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0040+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1989
 LE0040
 LE0040  HISTORY     - Date     Condition        Report By
 LE0040  HISTORY     - 1930     MONUMENTED       CGS
 LE0040  HISTORY     - 1943     GOOD             NGS
 LE0040  HISTORY     - 19890812 GOOD             NGS
 LE0040
 LE0040                          STATION DESCRIPTION
 LE0040
 LE0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0040'1 MI N FROM BELKNAP.
 LE0040'1.0 MILE NORTH ALONG THE WABASH RAILWAY FROM BELKNAP, DAVIS
 LE0040'COUNTY, 1/2 MILE SOUTH OF MILEPOST 265, AT A ROAD CROSSING,
 LE0040'63 FEET NORTHWEST OF A STATION-ONE-MILE SIGN, 42 FEET SOUTHWEST
 LE0040'OF THE CENTERLINE OF THE TRACK, AND 25 FEET SOUTH OF THE CENTERLINE
 LE0040'OF THE ROAD.  A STANDARD DISK, STAMPED 847.121 G 7 1930 AND
 LE0040'SET IN THE TOP OF A CONCRETE POST.
 LE0040
 LE0040                          STATION RECOVERY (1989)
 LE0040
 LE0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LE0040'THE STATION IS LOCATED ABOUT 9.0 KM (5.60 MI) NORTH OF BLOOMFIELD, 2.7
 LE0040'KM (1.70 MI) WEST OF US HIGHWAY 63, ON THE SOUTH SIDE OF A DIRT ROAD
 LE0040'AND NEAR THE EAST METAL GATE POST OF A FENCE.  OWNERSHIP--UNKNOWN.
 LE0040'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 AND STATE
 LE0040'HIGHWAY 273, ABOUT 5.0 KM (3.10 MI) NORTH OF BLOOMFIELD, GO NORTH ON
 LE0040'US HIGHWAY 63 FOR 3.4 KM (2.10 MI) TO THE INTERSECTION OF A GRAVEL
 LE0040'ROAD.  TURN LEFT, WEST, ON THE GRAVEL ROAD FOR 2.5 KM (1.55 MI) TO THE
 LE0040'INTERSECTION OF A GRAVEL ROAD.  TURN RIGHT, NORTH, ON THE GRAVEL ROAD
 LE0040'FOR 0.8 KM (0.50 MI) TO THE JUNCTION OF A DIRT ROAD ON THE LEFT.  TURN
 LE0040'LEFT, WEST, ON THE DIRT ROAD FOR 0.25 KM (0.15 MI) TO A FIELD ENTRANCE
 LE0040'ROAD LEADING SOUTH, A METAL GATE AND THE STATION ON THE LEFT.
 LE0040'THE STATION IS A STANDARD CGS BENCHMARK DISK SET FLUSH WITH THE
 LE0040'GROUND.  LOCATED 8.0 M (26.2 FT) SOUTH OF THE CENTER OF THE ROAD, 1.8
 LE0040'M (5.9 FT) EAST OF THE EAST GATE POST OF THE METAL GATE, 0.3 M
 LE0040'(1.0 FT) SOUTH OF THE WIRE FENCE AND 0.3 M (1.0 FT) NORTH OF A
 LE0040'FIBERGLASS WITNESS POST.
 LE0040'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0328 ***********************************************************************
 MG0328  DESIGNATION -  G 70
 MG0328  PID         -  MG0328
 MG0328  STATE/COUNTY-  IA/SCOTT
 MG0328  USGS QUAD   -  ELDRIDGE (1991)
 MG0328
 MG0328                         *CURRENT SURVEY CONTROL
 MG0328  ___________________________________________________________________
 MG0328* NAD 83(1996)-  41 38 44.62244(N)    090 34 51.08679(W)     ADJUSTED  
 MG0328* NAVD 88     -       237.776  (meters)     780.10   (feet)  ADJUSTED  
 MG0328  ___________________________________________________________________
 MG0328  X           -     -48,391.213 (meters)                     COMP
 MG0328  Y           -  -4,773,145.822 (meters)                     COMP
 MG0328  Z           -   4,216,416.916 (meters)                     COMP
 MG0328  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 MG0328  ELLIP HEIGHT-         204.98  (meters)          (06/15/04) GPS OBS
 MG0328  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MG0328  DYNAMIC HT  -         237.684 (meters)     779.80  (feet)  COMP
 MG0328  MODELED GRAV-     980,232.2   (mgal)                       NAVD 88
 MG0328
 MG0328  HORZ ORDER  -  B
 MG0328  VERT ORDER  -  SECOND    CLASS 0
 MG0328  ELLP ORDER  -  FOURTH    CLASS I
 MG0328
 MG0328.The horizontal coordinates were established by GPS observations
 MG0328.and adjusted by the National Geodetic Survey in August 1997..
 MG0328
 MG0328.The orthometric height was determined by differential leveling
 MG0328.and adjusted by the National Geodetic Survey in June 1991..
 MG0328
 MG0328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MG0328
 MG0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0328
 MG0328.The ellipsoidal height was determined by GPS observations
 MG0328.and is referenced to NAD 83.
 MG0328
 MG0328.The geoid height was determined by GEOID03.
 MG0328
 MG0328.The dynamic height is computed by dividing the NAVD 88
 MG0328.geopotential number by the normal gravity value computed on the
 MG0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0328.degrees latitude (g = 980.6199 gals.).
 MG0328
 MG0328.The modeled gravity was interpolated from observed gravity values.
 MG0328
 MG0328;                    North         East     Units Scale Factor Converg.
 MG0328;SPC IA S     -   186,839.953   743,139.141   MT  0.99997846   +1 55 22.2
 MG0328;UTM  15      - 4,613,270.234   701,462.155   MT  1.00009949   +1 36 29.2
 MG0328
 MG0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0328!SPC IA S     -   0.99996785  x   0.99997846  =   0.99994631
 MG0328!UTM  15      -   0.99996785  x   1.00009949  =   1.00006734
 MG0328
 MG0328                          SUPERSEDED SURVEY CONTROL
 MG0328
 MG0328  ELLIP H (08/25/97)  205.03   (m)                       GP(       ) 4 1
 MG0328  NAVD 88 (08/25/97)  237.78   (m)          780.1    (f) LEVELING    3  
 MG0328  NGVD 29 (??/??/92)  237.821  (m)          780.25   (f) ADJ UNCH    2 0
 MG0328
 MG0328.Superseded values are not recommended for survey control.
 MG0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0328.See file dsdata.txt to determine how the superseded data were derived.
 MG0328
 MG0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG0146213270(NAD 83)
 MG0328_MARKER: DB = BENCH MARK DISK
 MG0328_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MG0328_SP_SET: CONCRETE HEADWALL
 MG0328_STAMPING: G 70 1934
 MG0328_MARK LOGO: CGS   
 MG0328_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0328+STABILITY: SURFACE MOTION
 MG0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0328+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2004
 MG0328
 MG0328  HISTORY     - Date     Condition        Report By
 MG0328  HISTORY     - 1934     MONUMENTED       CGS
 MG0328  HISTORY     - 19961018 GOOD             NGS
 MG0328  HISTORY     - 19961118 POOR             USPSQD
 MG0328  HISTORY     - 19970701 GOOD             NGS
 MG0328  HISTORY     - 20020308 GOOD             JCLS
 MG0328  HISTORY     - 20020315 GOOD             JCLS
 MG0328  HISTORY     - 20021010 GOOD             JCLS
 MG0328  HISTORY     - 20031105 GOOD             JCLS
 MG0328  HISTORY     - 20041102 GOOD             JCLS
 MG0328
 MG0328                          STATION DESCRIPTION
 MG0328
 MG0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0328'0.7 MI SE FROM ELDRIDGE.
 MG0328'0.7 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MG0328'PACIFIC RAILROAD FROM THE STATION AT ELDRIDGE, SCOTT COUNTY,
 MG0328'85 FEET SOUTH OF MILEPOST 9, AT 1.5 FOOT CAST-IRON PIPE CULVERT
 MG0328'H-78, AT 3- BY 3-FOOT REINFORCED CONCRETE BOX HIGHWAY CULVERT,
 MG0328'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL,
 MG0328'30 FEET WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT
 MG0328'3-1/2-FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G
 MG0328'70 1934.
 MG0328
 MG0328                          STATION RECOVERY (1996)
 MG0328
 MG0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 MG0328'THE STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) SOUTHEAST OF ELDRIDGE,
 MG0328'IA., ALONG THE EAST SIDE OF SCOTT COUNTY ROAD Y64 (S.  FIRST ST) ,
 MG0328'BETWEEN ROAD Y64 AND A RAILROAD TRACK, SET IN TOP OF AND NEAR THE
 MG0328'NORTH END OF THE EAST CONCRETE HEADWALL, JUST SOUTH OF 2 WITNESS
 MG0328'POSTS.  OWNERSHIP--IOWA DEPARTMENT OF TRANSPORTATION.  NOTE--THIS
 MG0328'STATION IS A (CBN/HARN SECOND ORDER VERTICAL BENCH MARK TIE) TO (DVN)
 MG0328'DAVENPORT MUNICIPAL AIRPORT.  TO REACH THE STATION FROM THE
 MG0328'INTERSECTION OF SCOTT COUNTY ROADS F45 (E.  LE CLAIRE RD.) AND Y64
 MG0328'(FIRST ST.) IN ELDRIDGE, GO SOUTH, 1.04 KM (0.65 MI) ALONG COUNTY ROAD
 MG0328'Y64 TO THE STATION ON THE LEFT, BETWEEN THE ROAD AND RAILROAD TRACKS.
 MG0328'STATION IS 9.4 M (30.8 FT) WEST OF THE WEST RAIL, 8.8 M (28.9 FT) EAST
 MG0328'OF THE Y64 (S.  FIRST ST.) CENTERLINE, 5.5 M (18.0 FT) WEST-SOUTHWEST
 MG0328'OF A (WARNING UNDERGROUND CABLE) 4X4-WOODEN POST, 1.0 M (3.3 FT) SOUTH
 MG0328'OF A (PINK) GEODETIC SURVEY MARKER/HARN STATION WITNESS POST, 0.4 M
 MG0328'(1.3 FT) SOUTH OF A METAL WITNESS POST, SET IN TOP OF AND 0.2 M (0.7
 MG0328'FT) SOUTH OF THE NORTH END OF A 1X13-FOOT CONCRETE HEADWALL, 0.1 M
 MG0328'(0.3 FT) WEST OF A WITNESS POST, AND THE STATION IS ABOUT 0.9 M (3.0
 MG0328'FT) BELOW THE ROAD LEVEL.  BY R.G.  HAYES
 MG0328
 MG0328                          STATION RECOVERY (1996)
 MG0328
 MG0328'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0328'MARK RECOVERED IN POOR CONDITION.
 MG0328
 MG0328                          STATION RECOVERY (1997)
 MG0328
 MG0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 MG0328'RECOVERED AS DESCRIBED.
 MG0328
 MG0328                          STATION RECOVERY (2002)
 MG0328
 MG0328'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 MG0328'DESCRIPTION IS ADEQUATE
 MG0328
 MG0328                          STATION RECOVERY (2002)
 MG0328
 MG0328'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MG0328'RECOVERED IN GOOD CONDITION.
 MG0328
 MG0328                          STATION RECOVERY (2002)
 MG0328
 MG0328'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MG0328'RECOVERED IN GOOD CONDITION.
 MG0328
 MG0328                          STATION RECOVERY (2003)
 MG0328
 MG0328'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 MG0328'RECOVERED IN GOOD CONDITION.
 MG0328
 MG0328                          STATION RECOVERY (2004)
 MG0328
 MG0328'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 MG0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0230 ***********************************************************************
 NJ0230  DESIGNATION -  G 71
 NJ0230  PID         -  NJ0230
 NJ0230  STATE/COUNTY-  IA/JONES
 NJ0230  USGS QUAD   -  WYOMING EAST (1980)
 NJ0230
 NJ0230                         *CURRENT SURVEY CONTROL
 NJ0230  ___________________________________________________________________
 NJ0230* NAD 83(1986)-  42 01 36.     (N)    090 59 09.     (W)     SCALED    
 NJ0230* NAVD 88     -       249.346  (meters)     818.06   (feet)  ADJUSTED  
 NJ0230  ___________________________________________________________________
 NJ0230  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 NJ0230  DYNAMIC HT  -         249.258 (meters)     817.77  (feet)  COMP
 NJ0230  MODELED GRAV-     980,264.4   (mgal)                       NAVD 88
 NJ0230
 NJ0230  VERT ORDER  -  SECOND    CLASS 0
 NJ0230
 NJ0230.The horizontal coordinates were scaled from a topographic map and have
 NJ0230.an estimated accuracy of +/- 6 seconds.
 NJ0230
 NJ0230.The orthometric height was determined by differential leveling
 NJ0230.and adjusted by the National Geodetic Survey in June 1991..
 NJ0230
 NJ0230.The geoid height was determined by GEOID03.
 NJ0230
 NJ0230.The dynamic height is computed by dividing the NAVD 88
 NJ0230.geopotential number by the normal gravity value computed on the
 NJ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0230.degrees latitude (g = 980.6199 gals.).
 NJ0230
 NJ0230.The modeled gravity was interpolated from observed gravity values.
 NJ0230
 NJ0230;                    North         East    Units  Estimated Accuracy
 NJ0230;SPC IA N     - 1,061,600.    1,708,190.      MT  (+/- 180 meters Scaled)
 NJ0230
 NJ0230                          SUPERSEDED SURVEY CONTROL
 NJ0230
 NJ0230  NGVD 29 (??/??/92)  249.376  (m)          818.16   (f) ADJ UNCH    2 0
 NJ0230
 NJ0230.Superseded values are not recommended for survey control.
 NJ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0230.See file dsdata.txt to determine how the superseded data were derived.
 NJ0230
 NJ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG667547(NAD 83)
 NJ0230_MARKER: DB = BENCH MARK DISK
 NJ0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0230_SP_SET: CULVERT
 NJ0230_STAMPING: G 71 1934
 NJ0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0230+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 NJ0230
 NJ0230  HISTORY     - Date     Condition        Report By
 NJ0230  HISTORY     - 1934     MONUMENTED       CGS
 NJ0230  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0230  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0230  HISTORY     - 20050405 GOOD             GEOCAC
 NJ0230
 NJ0230                          STATION DESCRIPTION
 NJ0230
 NJ0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0230'2.4 MI SE FROM WYOMING.
 NJ0230'2.4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0230'PACIFIC RAILROAD FROM THE STATION AT WYOMING, JONES COUNTY,
 NJ0230'9 POLES SOUTHEAST OF MILEPOST 49, AT WOODEN TRESTLE H 230, AT A
 NJ0230'4- BY 4-FOOT REINFORCED CONCRETE BOX HIGHWAY CULVERT, IN THE
 NJ0230'TOP OF THE CONCRETE WEST HEAD WALL, 2 FEET SOUTH OF THE CENTER,
 NJ0230'70 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 7 FEET LOWER
 NJ0230'THAN THE TRACK.  A STANDARD DISK, STAMPED G 71 1934.
 NJ0230
 NJ0230                          STATION RECOVERY (1977)
 NJ0230
 NJ0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0230'MARK NOT FOUND.
 NJ0230
 NJ0230                          STATION RECOVERY (1998)
 NJ0230
 NJ0230'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0230'MARK NOT FOUND.
 NJ0230
 NJ0230                          STATION RECOVERY (2005)
 NJ0230
 NJ0230'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0230'RECOVERED IN GOOD CONDITION.
 NJ0230' 
 NJ0230'FROM THE CORNER OF HIGHWAYS 38 AND 136 ON THE EAST SIDE OF WYOMING, GO
 NJ0230'SOUTH TO JONES COUNTY 75TH AVENUE. TURN RIGHT AND GO WEST ABOUT 0.15
 NJ0230'MILES. TURN LEFT ON FOX ROAD AND FOLLOW IT GENERALLY SOUTH ABOUT 1.0
 NJ0230'MILES. MARK IS ABOUT 70 FEET E OF THE ROUND CONCRETE CULVERT IN THE
 NJ0230'ABANDONED RAILROAD GRADE AND ABOUT 90 FEET NE OF A RECENTLY PLACED
 NJ0230'JONES COUNTY SURVEY MARK WITH WITNESS POST.
 NJ0230' 
 NJ0230'HANDHELD COORDINATES ARE WITH LIMITED RECEPTION DUE TO TREES -- 42 01
 NJ0230'41.5 (N) 090 59 12.2 (W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0535 ***********************************************************************
 NJ0535  DESIGNATION -  G 72
 NJ0535  PID         -  NJ0535
 NJ0535  STATE/COUNTY-  IA/DELAWARE
 NJ0535  USGS QUAD   -  EARLVILLE (1973)
 NJ0535
 NJ0535                         *CURRENT SURVEY CONTROL
 NJ0535  ___________________________________________________________________
 NJ0535* NAD 83(1986)-  42 28 55.     (N)    091 20 42.     (W)     SCALED    
 NJ0535* NAVD 88     -       331.809  (meters)    1088.61   (feet)  ADJUSTED  
 NJ0535  ___________________________________________________________________
 NJ0535  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 NJ0535  DYNAMIC HT  -         331.714 (meters)    1088.30  (feet)  COMP
 NJ0535  MODELED GRAV-     980,325.9   (mgal)                       NAVD 88
 NJ0535
 NJ0535  VERT ORDER  -  SECOND    CLASS 0
 NJ0535
 NJ0535.The horizontal coordinates were scaled from a topographic map and have
 NJ0535.an estimated accuracy of +/- 6 seconds.
 NJ0535
 NJ0535.The orthometric height was determined by differential leveling
 NJ0535.and adjusted by the National Geodetic Survey in June 1991..
 NJ0535
 NJ0535.The geoid height was determined by GEOID03.
 NJ0535
 NJ0535.The dynamic height is computed by dividing the NAVD 88
 NJ0535.geopotential number by the normal gravity value computed on the
 NJ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0535.degrees latitude (g = 980.6199 gals.).
 NJ0535
 NJ0535.The modeled gravity was interpolated from observed gravity values.
 NJ0535
 NJ0535;                    North         East    Units  Estimated Accuracy
 NJ0535;SPC IA N     - 1,111,330.    1,677,160.      MT  (+/- 180 meters Scaled)
 NJ0535
 NJ0535                          SUPERSEDED SURVEY CONTROL
 NJ0535
 NJ0535  NGVD 29 (??/??/92)  331.842  (m)         1088.72   (f) ADJ UNCH    2 0
 NJ0535
 NJ0535.Superseded values are not recommended for survey control.
 NJ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0535.See file dsdata.txt to determine how the superseded data were derived.
 NJ0535
 NJ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH360046(NAD 83)
 NJ0535_MARKER: DB = BENCH MARK DISK
 NJ0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0535_SP_SET: CULVERT
 NJ0535_STAMPING: G 72 1934
 NJ0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0535
 NJ0535  HISTORY     - Date     Condition        Report By
 NJ0535  HISTORY     - 1934     MONUMENTED       CGS
 NJ0535  HISTORY     - 1983     GOOD
 NJ0535
 NJ0535                          STATION DESCRIPTION
 NJ0535
 NJ0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0535'0.6 MI N FROM DELAWARE.
 NJ0535'0.6 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NJ0535'RAILROAD FROM THE STATION AT DELAWARE, DELAWARE COUNTY, 6 POLES
 NJ0535'SOUTHWEST OF MILEPOST 46, 58 FEET NORTHEAST OF THE CENTER OF
 NJ0535'THE CROSSING OF STATE HIGHWAY 113, 18 FEET EAST OF THE CENTERLINE
 NJ0535'OF THE HIGHWAY, 8 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 NJ0535'AT A 2-BY 2-FOOT REINFORCED CONCRETE BOX CULVERT, IN THE TOP
 NJ0535'OF THE SOUTH END OF THE EAST CONCRETE HEADWALL, AND ABOUT LEVEL
 NJ0535'WITH THE TRACK.  A STANDARD DISK, STAMPED G 72 1934.
 NJ0535
 NJ0535                          STATION RECOVERY (1983)
 NJ0535
 NJ0535'RECOVERED 1983
 NJ0535'THE 2 BY 2 CONCRETE CULVERT HAS BEEN EXTENDED WITH A 24 INCH CONCRETE
 NJ0535'PIPE SO THE OLD HEADWALL AND MARK ARE NOW COCERED WITH 6 INCHES OF
 NJ0535'DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0410 ***********************************************************************
 NJ0410  DESIGNATION -  G 73
 NJ0410  PID         -  NJ0410
 NJ0410  STATE/COUNTY-  IA/DELAWARE
 NJ0410  USGS QUAD   -  PETERSBURG (1962)
 NJ0410
 NJ0410                         *CURRENT SURVEY CONTROL
 NJ0410  ___________________________________________________________________
 NJ0410* NAD 83(1996)-  42 30 12.44579(N)    091 12 50.98833(W)     ADJUSTED  
 NJ0410* NAVD 88     -       315.038  (meters)    1033.59   (feet)  ADJUSTED  
 NJ0410  ___________________________________________________________________
 NJ0410  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 NJ0410  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 NJ0410  DYNAMIC HT  -         314.941 (meters)    1033.27  (feet)  COMP
 NJ0410  MODELED GRAV-     980,303.6   (mgal)                       NAVD 88
 NJ0410
 NJ0410  HORZ ORDER  -  THIRD
 NJ0410  VERT ORDER  -  SECOND    CLASS 0
 NJ0410
 NJ0410.The horizontal coordinates were established by classical geodetic methods
 NJ0410.and adjusted by the National Geodetic Survey in May 1999..
 NJ0410
 NJ0410.The orthometric height was determined by differential leveling
 NJ0410.and adjusted by the National Geodetic Survey in June 1991..
 NJ0410
 NJ0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0410
 NJ0410.The geoid height was determined by GEOID03.
 NJ0410
 NJ0410.The dynamic height is computed by dividing the NAVD 88
 NJ0410.geopotential number by the normal gravity value computed on the
 NJ0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0410.degrees latitude (g = 980.6199 gals.).
 NJ0410
 NJ0410.The modeled gravity was interpolated from observed gravity values.
 NJ0410
 NJ0410;                    North         East     Units Scale Factor Converg.
 NJ0410;SPC IA N     - 1,113,999.899 1,687,850.768   MT  0.99994946   +1 32 57.2
 NJ0410;UTM  15      - 4,707,222.184   646,729.312   MT  0.99986489   +1 12 24.4
 NJ0410
 NJ0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0410!SPC IA N     -   0.99995552  x   0.99994946  =   0.99990499
 NJ0410!UTM  15      -   0.99995552  x   0.99986489  =   0.99982042
 NJ0410
 NJ0410                          SUPERSEDED SURVEY CONTROL
 NJ0410
 NJ0410  NAD 83(1996)-  42 30 12.44574(N)    091 12 50.98747(W) AD(       ) 3
 NJ0410  NAD 83(1996)-  42 30 12.44667(N)    091 12 50.95005(W) AD(       ) 3
 NJ0410  NAD 83(1986)-  42 30 12.44670(N)    091 12 50.95004(W) AD(       ) 3
 NJ0410  NAD 27      -  42 30 12.46409(N)    091 12 50.60651(W) AD(       ) 3
 NJ0410  NGVD 29 (??/??/92)  315.065  (m)         1033.68   (f) ADJ UNCH    2 0
 NJ0410
 NJ0410.Superseded values are not recommended for survey control.
 NJ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0410.See file dsdata.txt to determine how the superseded data were derived.
 NJ0410
 NJ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4672907222(NAD 83)
 NJ0410_MARKER: DB = BENCH MARK DISK
 NJ0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0410_STAMPING: G 73 1934
 NJ0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0410+STABILITY: SURFACE MOTION
 NJ0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0410+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 NJ0410
 NJ0410  HISTORY     - Date     Condition        Report By
 NJ0410  HISTORY     - 1934     MONUMENTED       NGS
 NJ0410  HISTORY     - 1934     GOOD             CGS
 NJ0410  HISTORY     - 20060415 GOOD             GEOCAC
 NJ0410
 NJ0410                          STATION DESCRIPTION
 NJ0410
 NJ0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0410'PETERSBURG, 3.5 MI S. OF.  0.2 MI N. OF SE. COR. OF SEC. 20, T. 89 N.,
 NJ0410'R. 3 W.  6.6 FT S. AND 195 FT W. OF CO. HWY. --G-- AT CHICAGO, GREAT
 NJ0410'WESTERN RR. CROSSING, IN A CONCRETE POST.  A USC AND GS STANDARD DISK
 NJ0410'STAMPED---G 73 1934---.
 NJ0410
 NJ0410                          STATION RECOVERY (1934)
 NJ0410
 NJ0410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NJ0410'AT PETERSBURG.
 NJ0410'AT PETERSBURG, 72 FEET EAST OF THE CHICAGO GREAT WESTERN RAILROAD
 NJ0410'STATION, 14-1/2 POLES WEST OF MILEPOST 207, AT A PUBIC-ROAD
 NJ0410'CROSSING, 58 YARDS WEST OF THE CENTERLINE OF THE ROAD, 66 FEET
 NJ0410'SOUTH OF THE CENTERLINE OF THE TRACK, 1 FOOT NORTH OF THE
 NJ0410'RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 NJ0410'A STANDARD DISK, STAMPED G 73 1934 AND SET IN THE TOP OF A
 NJ0410'CONCRETE POST.
 NJ0410
 NJ0410                          STATION RECOVERY (2006)
 NJ0410
 NJ0410'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0410'RAILROAD IS ABANDONED AND DISMANTLED.  MARK IS IN A PASTURE JUST SOUTH
 NJ0410'OF A CROP SERVICES BUSINESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0564 ***********************************************************************
 NJ0564  DESIGNATION -  G 75
 NJ0564  PID         -  NJ0564
 NJ0564  STATE/COUNTY-  IA/BUCHANAN
 NJ0564  USGS QUAD   -  WALKER (1982)
 NJ0564
 NJ0564                         *CURRENT SURVEY CONTROL
 NJ0564  ___________________________________________________________________
 NJ0564* NAD 83(1986)-  42 20 33.     (N)    091 49 13.     (W)     SCALED    
 NJ0564* NAVD 88     -       286.933  (meters)     941.38   (feet)  ADJUSTED  
 NJ0564  ___________________________________________________________________
 NJ0564  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 NJ0564  DYNAMIC HT  -         286.847 (meters)     941.10  (feet)  COMP
 NJ0564  MODELED GRAV-     980,315.5   (mgal)                       NAVD 88
 NJ0564
 NJ0564  VERT ORDER  -  SECOND    CLASS 0
 NJ0564
 NJ0564.The horizontal coordinates were scaled from a topographic map and have
 NJ0564.an estimated accuracy of +/- 6 seconds.
 NJ0564
 NJ0564.The orthometric height was determined by differential leveling
 NJ0564.and adjusted by the National Geodetic Survey in June 1991..
 NJ0564
 NJ0564.The geoid height was determined by GEOID03.
 NJ0564
 NJ0564.The dynamic height is computed by dividing the NAVD 88
 NJ0564.geopotential number by the normal gravity value computed on the
 NJ0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0564.degrees latitude (g = 980.6199 gals.).
 NJ0564
 NJ0564.The modeled gravity was interpolated from observed gravity values.
 NJ0564
 NJ0564;                    North         East    Units  Estimated Accuracy
 NJ0564;SPC IA N     - 1,094,960.    1,638,400.      MT  (+/- 180 meters Scaled)
 NJ0564
 NJ0564                          SUPERSEDED SURVEY CONTROL
 NJ0564
 NJ0564  NGVD 29 (??/??/92)  286.962  (m)          941.47   (f) ADJ UNCH    2 0
 NJ0564
 NJ0564.Superseded values are not recommended for survey control.
 NJ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0564.See file dsdata.txt to determine how the superseded data were derived.
 NJ0564
 NJ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG971884(NAD 83)
 NJ0564_MARKER: DB = BENCH MARK DISK
 NJ0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0564_STAMPING: G 75 1934
 NJ0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0564+STABILITY: SURFACE MOTION
 NJ0564
 NJ0564  HISTORY     - Date     Condition        Report By
 NJ0564  HISTORY     - 1934     MONUMENTED       CGS
 NJ0564  HISTORY     - 1982     MARK NOT FOUND   NGS
 NJ0564
 NJ0564                          STATION DESCRIPTION
 NJ0564
 NJ0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0564'2.4 MI SE FROM ROWLEY.
 NJ0564'2.4 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0564'RAILWAY FROM A SCHOOL AT ROWLEY, BUCHANAN COUNTY, 2 POLES
 NJ0564'NORTHWEST OF MILEPOST 29, AT A ROAD CROSSING, 45 FEET NORTHWEST
 NJ0564'OF THE CENTERLINE OF THE ROAD, 43 FEET NORTHEAST OF THE CENTERLINE
 NJ0564'OF THE TRACK, 2 FEET SOUTHWEST OF A POINT 6 FEET NORTHWEST OF A
 NJ0564'RIGHT OF WAY FENCE CORNER, AND 2 FEET LOWER THAN THE TRACK.  A
 NJ0564'STANDARD DISK, STAMPED G 75 1934 AND SET IN THE TOP OF A CONCRETE
 NJ0564'POST.
 NJ0564
 NJ0564                          STATION RECOVERY (1982)
 NJ0564
 NJ0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NJ0564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ1003 ***********************************************************************
 NJ1003  DESIGNATION -  G 75 RESET
 NJ1003  PID         -  NJ1003
 NJ1003  STATE/COUNTY-  IA/BUCHANAN
 NJ1003  USGS QUAD   -  WALKER (1982)
 NJ1003
 NJ1003                         *CURRENT SURVEY CONTROL
 NJ1003  ___________________________________________________________________
 NJ1003* NAD 83(1996)-  42 20 33.18482(N)    091 49 15.46574(W)     ADJUSTED  
 NJ1003* NAVD 88     -       286.83   (meters)     941.0    (feet)  RESET     
 NJ1003  ___________________________________________________________________
 NJ1003  X           -    -150,037.051 (meters)                     COMP
 NJ1003  Y           -  -4,719,259.310 (meters)                     COMP
 NJ1003  Z           -   4,273,976.209 (meters)                     COMP
 NJ1003  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 NJ1003  ELLIP HEIGHT-         255.96  (meters)          (06/15/04) GPS OBS
 NJ1003  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 NJ1003
 NJ1003  HORZ ORDER  -  B
 NJ1003  VERT ORDER  -  THIRD
 NJ1003  ELLP ORDER  -  FOURTH    CLASS I
 NJ1003
 NJ1003.The horizontal coordinates were established by GPS observations
 NJ1003.and adjusted by the National Geodetic Survey in August 1997..
 NJ1003
 NJ1003.The orthometric height was computed from unverified reset data.
 NJ1003
 NJ1003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ1003
 NJ1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ1003
 NJ1003.The ellipsoidal height was determined by GPS observations
 NJ1003.and is referenced to NAD 83.
 NJ1003
 NJ1003.The geoid height was determined by GEOID03.
 NJ1003
 NJ1003;                    North         East     Units Scale Factor Converg.
 NJ1003;SPC IA N     - 1,094,961.159 1,638,346.506   MT  0.99996138   +1 08 16.7
 NJ1003;UTM  15      - 4,688,483.570   597,120.267   MT  0.99971605   +0 47 39.2
 NJ1003
 NJ1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ1003!SPC IA N     -   0.99995986  x   0.99996138  =   0.99992124
 NJ1003!UTM  15      -   0.99995986  x   0.99971605  =   0.99967592
 NJ1003
 NJ1003                          SUPERSEDED SURVEY CONTROL
 NJ1003
 NJ1003  ELLIP H (08/25/97)  255.97   (m)                       GP(       ) 4 1
 NJ1003  NGVD 29 (05/12/04)  286.86   (m)          941.1    (f) RESET       3  
 NJ1003
 NJ1003.Superseded values are not recommended for survey control.
 NJ1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ1003.See file dsdata.txt to determine how the superseded data were derived.
 NJ1003
 NJ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG9712088484(NAD 83)
 NJ1003_MARKER: DV = VERTICAL CONTROL DISK
 NJ1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ1003_SP_SET: CONCRETE POST
 NJ1003_STAMPING: G 75 RESET 1980
 NJ1003_MARK LOGO: NGS   
 NJ1003_PROJECTION: FLUSH
 NJ1003_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ1003+STABILITY: SURFACE MOTION
 NJ1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ1003+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2005
 NJ1003
 NJ1003  HISTORY     - Date     Condition        Report By
 NJ1003  HISTORY     - 1980     MONUMENTED       LOCSUR
 NJ1003  HISTORY     - 19960828 GOOD             IADT
 NJ1003  HISTORY     - 20020508 GOOD             AERSVC
 NJ1003  HISTORY     - 20021010 GOOD             JCLS
 NJ1003  HISTORY     - 20050911 GOOD             GEOCAC
 NJ1003
 NJ1003                          STATION DESCRIPTION
 NJ1003
 NJ1003'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NJ1003'3.9 KM (2.40 MI) SE FROM ROWLEY.
 NJ1003'3.9 KM (2.40 MI) SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ1003'RAILWAY FROM THE SCHOOL IN ROWLEY, 601.0 FEET EAST AND 35.0 FEET
 NJ1003'NORTH OF THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 (ONE QUARTER) OF
 NJ1003'SECTION 18, TOWNSHIP 87 NORTH, RANGE 8 WEST, OF THE 5TH. P.M.
 NJ1003'(CONO TOWNSHIP).
 NJ1003
 NJ1003                          STATION RECOVERY (1996)
 NJ1003
 NJ1003'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 NJ1003'RECOVERED IN 1996 BY IOWA DOT.  THIS STATION IS LOCATED JUST NORTH OF
 NJ1003'THE SOUTH 1/4 CORNER, SECTION 18, T 87 N, R 8 W, 2 MI (3.2 KM)
 NJ1003'SOUTHEAST OF ROWLEY AND 4.5 MI (7.2 KM) SOUTHWEST OF QUASQUETON.  TO
 NJ1003'REACH THE STATION FROM THE JUNCTION OF STATE HWY 150 AND COUNTY ROAD D
 NJ1003'47, 2 MI (3.2 KM) WEST OF ROWLEY, GO EAST ON COUNTY ROAD D 47 FOR 1.0
 NJ1003'MI (1.6 KM) TO A CROSSROAD, KING AVENUE.  TURN RIGHT AND GO SOUTH ON
 NJ1003'KING AVENUE FOR 2.0 MI (3.2 KM) TO A CROSSROAD, 310TH STREET. TURN
 NJ1003'LEFT AND GO EAST ON 310TH STREET FOR 2.5 MI (4.0 KM) TO THE STATION
 NJ1003'AND FIELD ENTRANCE ON THE LEFT, NORTH SIDE OF THE ROAD.  THE MONUMENT
 NJ1003'IS 0.3 M (1.0 FT) WEST OF AN ORANGE CARSONITE WITNESS POST, 0.3 M (1.0
 NJ1003'FT) SOUTH OF A PINK STATE HARN SURVEY SIGN, EAST OF A FIELD ENTRANCE,
 NJ1003'AND NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, AND IT PROJECTS 0.4 FT
 NJ1003'(12.2 CM) ABOVE THE GROUND.  THE MONUMENT IS IN GOOD CONDITION.
 NJ1003
 NJ1003                          STATION RECOVERY (2002)
 NJ1003
 NJ1003'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2002 (KZ)
 NJ1003'RECOVERED IN GOOD CONDITION.
 NJ1003
 NJ1003                          STATION RECOVERY (2002)
 NJ1003
 NJ1003'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 NJ1003'RECOVERED IN GOOD CONDITION.
 NJ1003
 NJ1003                          STATION RECOVERY (2005)
 NJ1003
 NJ1003'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ1003'ABOUT 12 FEET NE OF EAST END OF CULVERT AT FIELD ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0637 ***********************************************************************
 MG0637  DESIGNATION -  G 76
 MG0637  PID         -  MG0637
 MG0637  STATE/COUNTY-  IA/LINN
 MG0637  USGS QUAD   -  BERTRAM (1993)
 MG0637
 MG0637                         *CURRENT SURVEY CONTROL
 MG0637  ___________________________________________________________________
 MG0637* NAD 83(1986)-  41 53 17.     (N)    091 35 55.     (W)     SCALED    
 MG0637* NAVD 88     -       228.583  (meters)     749.94   (feet)  ADJUSTED  
 MG0637  ___________________________________________________________________
 MG0637  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MG0637  DYNAMIC HT  -         228.497 (meters)     749.66  (feet)  COMP
 MG0637  MODELED GRAV-     980,241.2   (mgal)                       NAVD 88
 MG0637
 MG0637  VERT ORDER  -  SECOND    CLASS 0
 MG0637
 MG0637.The horizontal coordinates were scaled from a topographic map and have
 MG0637.an estimated accuracy of +/- 6 seconds.
 MG0637
 MG0637.The orthometric height was determined by differential leveling
 MG0637.and adjusted by the National Geodetic Survey in June 1991..
 MG0637
 MG0637.The geoid height was determined by GEOID03.
 MG0637
 MG0637.The dynamic height is computed by dividing the NAVD 88
 MG0637.geopotential number by the normal gravity value computed on the
 MG0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0637.degrees latitude (g = 980.6199 gals.).
 MG0637
 MG0637.The modeled gravity was interpolated from observed gravity values.
 MG0637
 MG0637;                    North         East    Units  Estimated Accuracy
 MG0637;SPC IA N     - 1,044,880.    1,657,800.      MT  (+/- 180 meters Scaled)
 MG0637
 MG0637                          SUPERSEDED SURVEY CONTROL
 MG0637
 MG0637  NGVD 29 (??/??/92)  228.610  (m)          750.03   (f) ADJ UNCH    2 0
 MG0637
 MG0637.Superseded values are not recommended for survey control.
 MG0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0637.See file dsdata.txt to determine how the superseded data were derived.
 MG0637
 MG0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG162382(NAD 83)
 MG0637_MARKER: DB = BENCH MARK DISK
 MG0637_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MG0637_SP_SET: CULVERT HEADWALL
 MG0637_STAMPING: G 76 1934
 MG0637_MARK LOGO: CGS   
 MG0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0637+STABILITY: SURFACE MOTION
 MG0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0637+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1998
 MG0637
 MG0637  HISTORY     - Date     Condition        Report By
 MG0637  HISTORY     - 1934     MONUMENTED       CGS
 MG0637  HISTORY     - 19980107 GOOD             NGS
 MG0637  HISTORY     - 19980716 GOOD             USPSQD
 MG0637
 MG0637                          STATION DESCRIPTION
 MG0637
 MG0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0637'1.2 MI NW FROM ELY.
 MG0637'1.2 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0637'RAILWAY FROM THE STATION AT ELY, LINN COUNTY, 9 POLES NORTHWEST
 MG0637'OF MILEPOST 90, 182 YARDS SOUTHEAST OF THE CENTER OF THE
 MG0637'CROSSING OF A PUBLIC ROAD, AT A 10-FOOT ARCH CULVERT, IN THE
 MG0637'TOP OF THE NORTHWEST END OF THE SOUTHWEST STONE HEAD WALLL,
 MG0637'25 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 7 FEET
 MG0637'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 76 1934.
 MG0637
 MG0637                          STATION RECOVERY (1998)
 MG0637
 MG0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0637'0.2 KM (0.10 MI) WESTERLY ALONG DOWS STREET FROM THE POST OFFICE IN
 MG0637'ELY, THENCE 2.0 KM (1.25 MI) NORTHERLY ALONG STATE STREET, NEAR THE
 MG0637'NORTHWEST END OF THE SOUTHWEST STONE HEADWALL OF AN ABANDONED
 MG0637'RAILROAD, 47.1 M (154.5 FT) EAST OF THE STREET CENTERLINE, 6.3 M (20.7
 MG0637'FT) SOUTHWEST OF THE CENTER OF THE RAILROAD GRADE, 2.0 M (6.6 FT)
 MG0637'BELOW THE LEVEL OF THE RAILROAD GRADE, AND 0.2 M (0.7 FT) SOUTHWEST OF
 MG0637'THE NORTHWEST END OF THE HEADWALL.
 MG0637
 MG0637                          STATION RECOVERY (1998)
 MG0637
 MG0637'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0406 ***********************************************************************
 MG0406  DESIGNATION -  G 77
 MG0406  PID         -  MG0406
 MG0406  STATE/COUNTY-  IA/MUSCATINE
 MG0406  USGS QUAD   -  NICHOLS (1970)
 MG0406
 MG0406                         *CURRENT SURVEY CONTROL
 MG0406  ___________________________________________________________________
 MG0406* NAD 83(1986)-  41 28 55.     (N)    091 18 31.     (W)     SCALED    
 MG0406* NAVD 88     -       195.698  (meters)     642.05   (feet)  ADJUSTED  
 MG0406  ___________________________________________________________________
 MG0406  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0406  DYNAMIC HT  -         195.621 (meters)     641.80  (feet)  COMP
 MG0406  MODELED GRAV-     980,226.3   (mgal)                       NAVD 88
 MG0406
 MG0406  VERT ORDER  -  SECOND    CLASS 0
 MG0406
 MG0406.The horizontal coordinates were scaled from a topographic map and have
 MG0406.an estimated accuracy of +/- 6 seconds.
 MG0406
 MG0406.The orthometric height was determined by differential leveling
 MG0406.and adjusted by the National Geodetic Survey in June 1991..
 MG0406
 MG0406.The geoid height was determined by GEOID03.
 MG0406
 MG0406.The dynamic height is computed by dividing the NAVD 88
 MG0406.geopotential number by the normal gravity value computed on the
 MG0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0406.degrees latitude (g = 980.6199 gals.).
 MG0406
 MG0406.The modeled gravity was interpolated from observed gravity values.
 MG0406
 MG0406;                    North         East    Units  Estimated Accuracy
 MG0406;SPC IA S     -   166,880.      683,000.      MT  (+/- 180 meters Scaled)
 MG0406
 MG0406                          SUPERSEDED SURVEY CONTROL
 MG0406
 MG0406  NGVD 29 (??/??/92)  195.754  (m)          642.24   (f) ADJ UNCH    2 0
 MG0406
 MG0406.Superseded values are not recommended for survey control.
 MG0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0406.See file dsdata.txt to determine how the superseded data were derived.
 MG0406
 MG0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF412936(NAD 83)
 MG0406_MARKER: DB = BENCH MARK DISK
 MG0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0406_SP_SET: BUILDING
 MG0406_STAMPING: G 77 1954
 MG0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0406
 MG0406  HISTORY     - Date     Condition        Report By
 MG0406  HISTORY     - 1934     MONUMENTED       CGS
 MG0406  HISTORY     - 1967     GOOD             NGS
 MG0406  HISTORY     - 19980814 GOOD             USPSQD
 MG0406
 MG0406                          STATION DESCRIPTION
 MG0406
 MG0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0406'AT NICHOLS.
 MG0406'AT NICHOLS, MUSCATINE COUNTY, AT THE CITY HALL, IN THE NORTH
 MG0406'FRONT WALL OF THE BUILDING, 8 INCHES WEST OF THE DOOR, AND ABOUT
 MG0406'5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED G 77 1934
 MG0406'AND SET VERTICALLY.
 MG0406
 MG0406                          STATION RECOVERY (1967)
 MG0406
 MG0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MG0406'RECOVERED IN GOOD CONDITION.
 MG0406
 MG0406                          STATION RECOVERY (1998)
 MG0406
 MG0406'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0359 ***********************************************************************
 MG0359  DESIGNATION -  G 78
 MG0359  PID         -  MG0359
 MG0359  STATE/COUNTY-  IA/SCOTT
 MG0359  USGS QUAD   -  BENNETT (1991)
 MG0359
 MG0359                         *CURRENT SURVEY CONTROL
 MG0359  ___________________________________________________________________
 MG0359* NAD 83(1986)-  41 42 53.     (N)    090 52 31.     (W)     SCALED    
 MG0359* NAVD 88     -       240.887  (meters)     790.31   (feet)  ADJUSTED  
 MG0359  ___________________________________________________________________
 MG0359  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MG0359  DYNAMIC HT  -         240.798 (meters)     790.02  (feet)  COMP
 MG0359  MODELED GRAV-     980,247.3   (mgal)                       NAVD 88
 MG0359
 MG0359  VERT ORDER  -  SECOND    CLASS 0
 MG0359
 MG0359.The horizontal coordinates were scaled from a topographic map and have
 MG0359.an estimated accuracy of +/- 6 seconds.
 MG0359
 MG0359.The orthometric height was determined by differential leveling
 MG0359.and adjusted by the National Geodetic Survey in June 1991..
 MG0359
 MG0359.The geoid height was determined by GEOID03.
 MG0359
 MG0359.The dynamic height is computed by dividing the NAVD 88
 MG0359.geopotential number by the normal gravity value computed on the
 MG0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0359.degrees latitude (g = 980.6199 gals.).
 MG0359
 MG0359.The modeled gravity was interpolated from observed gravity values.
 MG0359
 MG0359;                    North         East    Units  Estimated Accuracy
 MG0359;SPC IA S     -   193,720.      718,390.      MT  (+/- 180 meters Scaled)
 MG0359
 MG0359                          SUPERSEDED SURVEY CONTROL
 MG0359
 MG0359  NGVD 29 (??/??/92)  240.922  (m)          790.42   (f) ADJ UNCH    2 0
 MG0359
 MG0359.Superseded values are not recommended for survey control.
 MG0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0359.See file dsdata.txt to determine how the superseded data were derived.
 MG0359
 MG0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG767202(NAD 83)
 MG0359_MARKER: DB = BENCH MARK DISK
 MG0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0359_SP_SET: CULVERT
 MG0359_STAMPING: G 78 1934
 MG0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0359
 MG0359  HISTORY     - Date     Condition        Report By
 MG0359  HISTORY     - 1934     MONUMENTED       CGS
 MG0359  HISTORY     - 19880129 MARK NOT FOUND   USPSQD
 MG0359  HISTORY     - 19961118 MARK NOT FOUND   USPSQD
 MG0359  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0359
 MG0359                          STATION DESCRIPTION
 MG0359
 MG0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0359'0.3 MI E FROM NEW LIBERTY.
 MG0359'0.3 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0359'RAILWAY FROM THE LIBERTY TRUST BANK AT NEW LIBERTY, SCOTT
 MG0359'COUNTY, 5-1/2 POLES EAST OF MILEPOST 53, AT THE CROSSING OF
 MG0359'STATE HIGHWAY 74, 45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 MG0359'AT A 3-FOOT PIPE CULVERT, IN THE WEST END OF THE NORTH CONCRETE
 MG0359'HEADWALL, 10 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 MG0359'LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED G 78 1934.
 MG0359
 MG0359                          STATION RECOVERY (1988)
 MG0359
 MG0359'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0359'MARK NOT FOUND.
 MG0359
 MG0359                          STATION RECOVERY (1996)
 MG0359
 MG0359'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0359'MARK NOT FOUND.
 MG0359
 MG0359                          STATION RECOVERY (2000)
 MG0359
 MG0359'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0359'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0234 ***********************************************************************
 NJ0234  DESIGNATION -  G 79
 NJ0234  PID         -  NJ0234
 NJ0234  STATE/COUNTY-  IA/JACKSON
 NJ0234  USGS QUAD   -  DELMAR NORTH (1980)
 NJ0234
 NJ0234                         *CURRENT SURVEY CONTROL
 NJ0234  ___________________________________________________________________
 NJ0234* NAD 83(1986)-  42 02 11.     (N)    090 35 10.     (W)     SCALED    
 NJ0234* NAVD 88     -       258.499  (meters)     848.09   (feet)  ADJUSTED  
 NJ0234  ___________________________________________________________________
 NJ0234  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 NJ0234  DYNAMIC HT  -         258.409 (meters)     847.80  (feet)  COMP
 NJ0234  MODELED GRAV-     980,265.0   (mgal)                       NAVD 88
 NJ0234
 NJ0234  VERT ORDER  -  SECOND    CLASS 0
 NJ0234
 NJ0234.The horizontal coordinates were scaled from a topographic map and have
 NJ0234.an estimated accuracy of +/- 6 seconds.
 NJ0234
 NJ0234.The orthometric height was determined by differential leveling
 NJ0234.and adjusted by the National Geodetic Survey in June 1991..
 NJ0234
 NJ0234.The geoid height was determined by GEOID03.
 NJ0234
 NJ0234.The dynamic height is computed by dividing the NAVD 88
 NJ0234.geopotential number by the normal gravity value computed on the
 NJ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0234.degrees latitude (g = 980.6199 gals.).
 NJ0234
 NJ0234.The modeled gravity was interpolated from observed gravity values.
 NJ0234
 NJ0234;                    North         East    Units  Estimated Accuracy
 NJ0234;SPC IA N     - 1,063,740.    1,741,230.      MT  (+/- 180 meters Scaled)
 NJ0234
 NJ0234                          SUPERSEDED SURVEY CONTROL
 NJ0234
 NJ0234  NGVD 29 (??/??/92)  258.537  (m)          848.22   (f) ADJ UNCH    2 0
 NJ0234
 NJ0234.Superseded values are not recommended for survey control.
 NJ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0234.See file dsdata.txt to determine how the superseded data were derived.
 NJ0234
 NJ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG998566(NAD 83)
 NJ0234_MARKER: DB = BENCH MARK DISK
 NJ0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0234_SP_SET: CULVERT
 NJ0234_STAMPING: G 79 1934
 NJ0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0234
 NJ0234  HISTORY     - Date     Condition        Report By
 NJ0234  HISTORY     - 1934     MONUMENTED       CGS
 NJ0234  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0234  HISTORY     - 19941026 MARK NOT FOUND   USPSQD
 NJ0234  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0234
 NJ0234                          STATION DESCRIPTION
 NJ0234
 NJ0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0234'5 MI E FROM MAQUOKETA.
 NJ0234'5.0 MILES EAST ALONG STAT HIGHWAY 64 FROM THE CITY HALL AT
 NJ0234'MAQUOKETA, JACKSON COUNTY, BETWEEN TWO FARMHOUSES, 250 FEET EAST
 NJ0234'OF A PRIVATE ENTRANCE TO A YARD, 80 FEET WEST OF THE NORTHWEST
 NJ0234'CORNER OF A YARD FENCE, AT A 2- BY 2-FOOT CONCRETE CULVERT, IN
 NJ0234'THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 20 FEET NORTHWEST
 NJ0234'OF A 30-INCH STUMP, AND 2-1/2 FEET LOWER THAN THE HIGHWAY.
 NJ0234'A STANDARD DISK, STAMPED G 79 1934.
 NJ0234
 NJ0234                          STATION RECOVERY (1977)
 NJ0234
 NJ0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0234'MARK NOT FOUND.
 NJ0234
 NJ0234                          STATION RECOVERY (1994)
 NJ0234
 NJ0234'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0234'MARK NOT FOUND.
 NJ0234
 NJ0234                          STATION RECOVERY (2001)
 NJ0234
 NJ0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0234'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0419 ***********************************************************************
 MG0419  DESIGNATION -  G 8
 MG0419  PID         -  MG0419
 MG0419  STATE/COUNTY-  IA/MUSCATINE
 MG0419  USGS QUAD   -  COLUMBUS JUNCTION (1970)
 MG0419
 MG0419                         *CURRENT SURVEY CONTROL
 MG0419  ___________________________________________________________________
 MG0419* NAD 83(1986)-  41 22 13.     (N)    091 21 58.     (W)     SCALED    
 MG0419* NAVD 88     -       187.206  (meters)     614.19   (feet)  ADJUSTED  
 MG0419  ___________________________________________________________________
 MG0419  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MG0419  DYNAMIC HT  -         187.130 (meters)     613.94  (feet)  COMP
 MG0419  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 MG0419
 MG0419  VERT ORDER  -  FIRST     CLASS II
 MG0419
 MG0419.The horizontal coordinates were scaled from a topographic map and have
 MG0419.an estimated accuracy of +/- 6 seconds.
 MG0419
 MG0419.The orthometric height was determined by differential leveling
 MG0419.and adjusted by the National Geodetic Survey in June 1991..
 MG0419
 MG0419.The geoid height was determined by GEOID03.
 MG0419
 MG0419.The dynamic height is computed by dividing the NAVD 88
 MG0419.geopotential number by the normal gravity value computed on the
 MG0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0419.degrees latitude (g = 980.6199 gals.).
 MG0419
 MG0419.The modeled gravity was interpolated from observed gravity values.
 MG0419
 MG0419;                    North         East    Units  Estimated Accuracy
 MG0419;SPC IA S     -   154,360.      678,500.      MT  (+/- 180 meters Scaled)
 MG0419
 MG0419                          SUPERSEDED SURVEY CONTROL
 MG0419
 MG0419  NGVD 29 (??/??/92)  187.26   (m)          614.4    (f) COMPUTED    1 2
 MG0419
 MG0419.Superseded values are not recommended for survey control.
 MG0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0419.See file dsdata.txt to determine how the superseded data were derived.
 MG0419
 MG0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF366811(NAD 83)
 MG0419_MARKER: DB = BENCH MARK DISK
 MG0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0419_SP_SET: BRIDGE
 MG0419_STAMPING: 614.385 G 8 1930
 MG0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0419
 MG0419  HISTORY     - Date     Condition        Report By
 MG0419  HISTORY     - 1930     MONUMENTED       CGS
 MG0419  HISTORY     - 1940     GOOD             NGS
 MG0419  HISTORY     - 19980716 MARK NOT FOUND   USPSQD
 MG0419  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0419  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0419
 MG0419                          STATION DESCRIPTION
 MG0419
 MG0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MG0419'0.8 MI W FROM CONE.
 MG0419'ABOUT 3/4 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MG0419'PACIFIC RAILROAD FROM CONE, MUSCATINE COUNTY, IN THE NORTH
 MG0419'SIDE OF BRIDGE 1-1048, AND 20 FEET FROM THE EAST END OF THE
 MG0419'CONCRETE.  A STANDARD DISK, STAMPED 614.385 G 8 1930.
 MG0419
 MG0419                          STATION RECOVERY (1998)
 MG0419
 MG0419'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0419'MARK NOT FOUND.
 MG0419
 MG0419                          STATION RECOVERY (1998)
 MG0419
 MG0419'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0419'MARK NOT FOUND.
 MG0419
 MG0419                          STATION RECOVERY (2000)
 MG0419
 MG0419'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0419'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0486 ***********************************************************************
 NJ0486  DESIGNATION -  G 80
 NJ0486  PID         -  NJ0486
 NJ0486  STATE/COUNTY-  IA/JONES
 NJ0486  USGS QUAD   -  ANAMOSA (1973)
 NJ0486
 NJ0486                         *CURRENT SURVEY CONTROL
 NJ0486  ___________________________________________________________________
 NJ0486* NAD 83(1986)-  42 06 30.     (N)    091 17 55.     (W)     SCALED    
 NJ0486* NAVD 88     -       240.799  (meters)     790.02   (feet)  ADJUSTED  
 NJ0486  ___________________________________________________________________
 NJ0486  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 NJ0486  DYNAMIC HT  -         240.710 (meters)     789.73  (feet)  COMP
 NJ0486  MODELED GRAV-     980,247.5   (mgal)                       NAVD 88
 NJ0486
 NJ0486  VERT ORDER  -  SECOND    CLASS 0
 NJ0486
 NJ0486.The horizontal coordinates were scaled from a topographic map and have
 NJ0486.an estimated accuracy of +/- 6 seconds.
 NJ0486
 NJ0486.The orthometric height was determined by differential leveling
 NJ0486.and adjusted by the National Geodetic Survey in June 1991..
 NJ0486
 NJ0486.The geoid height was determined by GEOID03.
 NJ0486
 NJ0486.The dynamic height is computed by dividing the NAVD 88
 NJ0486.geopotential number by the normal gravity value computed on the
 NJ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0486.degrees latitude (g = 980.6199 gals.).
 NJ0486
 NJ0486.The modeled gravity was interpolated from observed gravity values.
 NJ0486
 NJ0486;                    North         East    Units  Estimated Accuracy
 NJ0486;SPC IA N     - 1,069,940.    1,682,060.      MT  (+/- 180 meters Scaled)
 NJ0486
 NJ0486                          SUPERSEDED SURVEY CONTROL
 NJ0486
 NJ0486  NGVD 29 (??/??/92)  240.827  (m)          790.11   (f) ADJ UNCH    2 0
 NJ0486
 NJ0486.Superseded values are not recommended for survey control.
 NJ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0486.See file dsdata.txt to determine how the superseded data were derived.
 NJ0486
 NJ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG406632(NAD 83)
 NJ0486_MARKER: DB = BENCH MARK DISK
 NJ0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0486_SP_SET: ABUTMENT
 NJ0486_STAMPING: G 80 1934
 NJ0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0486
 NJ0486  HISTORY     - Date     Condition        Report By
 NJ0486  HISTORY     - 1934     MONUMENTED       CGS
 NJ0486  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 NJ0486  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0486  HISTORY     - 20050407 MARK NOT FOUND   GEOCAC
 NJ0486
 NJ0486                          STATION DESCRIPTION
 NJ0486
 NJ0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0486'1.2 MI W FROM ANAMOSA.
 NJ0486'1.2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NJ0486'RAILROAD FROM THE STATION AT ANAMOSA, JONES COUNTY, 18 POLES
 NJ0486'WEST OF MILEPOST 13, AT 100-FOOT STEEL BRIDGE 970 OVER THE
 NJ0486'BUFFALO RIVER, IN THE TOP OF THE SOUTH END OF THE BACKWALL OF
 NJ0486'THE WEST STONE ABUTMENT, 9 FEET SOUTH OF THE CENTERLINE OF THE
 NJ0486'TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 NJ0486'STAMPED G 80 1934.
 NJ0486
 NJ0486                          STATION RECOVERY (1995)
 NJ0486
 NJ0486'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0486'MARK NOT FOUND.
 NJ0486
 NJ0486                          STATION RECOVERY (1998)
 NJ0486
 NJ0486'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0486'MARK NOT FOUND.
 NJ0486
 NJ0486                          STATION RECOVERY (2005)
 NJ0486
 NJ0486'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0486'THE RAILROAD WAS DISMANTLED MANY YEARS AGO.  A COUNTY ROAD BRIDGE WAS
 NJ0486'BUILT AT THE LOCATION OF THE FORMER RAILROAD BRIDGE.  NO EVIDENCE OF
 NJ0486'THE RAILROAD BRIDGE ABUTMENT IS APPARENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0555 ***********************************************************************
 NJ0555  DESIGNATION -  G 81
 NJ0555  PID         -  NJ0555
 NJ0555  STATE/COUNTY-  IA/BENTON
 NJ0555  USGS QUAD   -  CENTER POINT SW (1968)
 NJ0555
 NJ0555                         *CURRENT SURVEY CONTROL
 NJ0555  ___________________________________________________________________
 NJ0555* NAD 83(1986)-  42 07 00.     (N)    091 54 48.     (W)     SCALED    
 NJ0555* NAVD 88     -       247.368  (meters)     811.57   (feet)  ADJUSTED  
 NJ0555  ___________________________________________________________________
 NJ0555  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 NJ0555  DYNAMIC HT  -         247.288 (meters)     811.31  (feet)  COMP
 NJ0555  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 NJ0555
 NJ0555  VERT ORDER  -  SECOND    CLASS 0
 NJ0555
 NJ0555.The horizontal coordinates were scaled from a topographic map and have
 NJ0555.an estimated accuracy of +/- 6 seconds.
 NJ0555
 NJ0555.The orthometric height was determined by differential leveling
 NJ0555.and adjusted by the National Geodetic Survey in June 1991..
 NJ0555
 NJ0555.The geoid height was determined by GEOID03.
 NJ0555
 NJ0555.The dynamic height is computed by dividing the NAVD 88
 NJ0555.geopotential number by the normal gravity value computed on the
 NJ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0555.degrees latitude (g = 980.6199 gals.).
 NJ0555
 NJ0555.The modeled gravity was interpolated from observed gravity values.
 NJ0555
 NJ0555;                    North         East    Units  Estimated Accuracy
 NJ0555;SPC IA N     - 1,069,730.    1,631,210.      MT  (+/- 180 meters Scaled)
 NJ0555
 NJ0555                          SUPERSEDED SURVEY CONTROL
 NJ0555
 NJ0555  NGVD 29 (??/??/92)  247.371  (m)          811.58   (f) ADJ UNCH    2 0
 NJ0555
 NJ0555.Superseded values are not recommended for survey control.
 NJ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0555.See file dsdata.txt to determine how the superseded data were derived.
 NJ0555
 NJ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG898633(NAD 83)
 NJ0555_MARKER: DB = BENCH MARK DISK
 NJ0555_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0555_SP_SET: ABUTMENT
 NJ0555_STAMPING: G 81 1934
 NJ0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0555
 NJ0555  HISTORY     - Date     Condition        Report By
 NJ0555  HISTORY     - 1934     MONUMENTED       CGS
 NJ0555
 NJ0555                          STATION DESCRIPTION
 NJ0555
 NJ0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0555'1.7 MI SE FROM GREASERS.
 NJ0555'1.7 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0555'RAILWAY FROM GREASERS, BENTON COUNTY, 6 POLES NORTHWEST OF
 NJ0555'MILEPOST 114, AT 120 FOOT STEEL BRIDGE 1142, IN THE SOUTHWEST
 NJ0555'END OF THE BACK WALL OF THE SOUTHEAST STONE ABUTMENT, 10 FEET
 NJ0555'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN
 NJ0555'THE RAIL.  A STANDARD DISK, STAMPED G 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0170 ***********************************************************************
 MH0170  DESIGNATION -  G 83
 MH0170  PID         -  MH0170
 MH0170  STATE/COUNTY-  IA/TAMA
 MH0170  USGS QUAD   -  MONTOUR (1980)
 MH0170
 MH0170                         *CURRENT SURVEY CONTROL
 MH0170  ___________________________________________________________________
 MH0170* NAD 83(1986)-  41 59 19.     (N)    092 44 30.     (W)     SCALED    
 MH0170* NAVD 88     -       275.871  (meters)     905.09   (feet)  ADJUSTED  
 MH0170  ___________________________________________________________________
 MH0170  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 MH0170  DYNAMIC HT  -         275.766 (meters)     904.74  (feet)  COMP
 MH0170  MODELED GRAV-     980,235.8   (mgal)                       NAVD 88
 MH0170
 MH0170  VERT ORDER  -  SECOND    CLASS 0
 MH0170
 MH0170.The horizontal coordinates were scaled from a topographic map and have
 MH0170.an estimated accuracy of +/- 6 seconds.
 MH0170
 MH0170.The orthometric height was determined by differential leveling
 MH0170.and adjusted by the National Geodetic Survey in June 1991..
 MH0170
 MH0170.The geoid height was determined by GEOID03.
 MH0170
 MH0170.The dynamic height is computed by dividing the NAVD 88
 MH0170.geopotential number by the normal gravity value computed on the
 MH0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0170.degrees latitude (g = 980.6199 gals.).
 MH0170
 MH0170.The modeled gravity was interpolated from observed gravity values.
 MH0170
 MH0170;                    North         East    Units  Estimated Accuracy
 MH0170;SPC IA N     - 1,054,560.    1,562,840.      MT  (+/- 180 meters Scaled)
 MH0170
 MH0170                          SUPERSEDED SURVEY CONTROL
 MH0170
 MH0170  NGVD 29 (??/??/92)  275.85   (m)          905.0    (f) COMPUTED    2 0
 MH0170
 MH0170.Superseded values are not recommended for survey control.
 MH0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0170.See file dsdata.txt to determine how the superseded data were derived.
 MH0170
 MH0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG213485(NAD 83)
 MH0170_MARKER: DB = BENCH MARK DISK
 MH0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0170_SP_SET: BRIDGE
 MH0170_STAMPING: G-83 1934
 MH0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0170
 MH0170  HISTORY     - Date     Condition        Report By
 MH0170  HISTORY     - 1934     MONUMENTED       CGS
 MH0170
 MH0170                          STATION DESCRIPTION
 MH0170
 MH0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0170'1.6 MI NW FROM MONTOUR.
 MH0170'1.6 MILES NORTHWEST OF THE DEPOT AT MONTOUR.  ALONG THE CHICAGO
 MH0170'AND NORTH WESTERN RAILROAD, 18 POLES SOUTHEAST OF MILEPOST 142.
 MH0170'SET IN THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF 25 FOOT
 MH0170'STEEL BRIDGE 422, 10 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MH0170'SOUTH TRACK, 4 FEET BELOW RAIL, LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0171 ***********************************************************************
 MH0171  DESIGNATION -  G 83 RESET
 MH0171  PID         -  MH0171
 MH0171  STATE/COUNTY-  IA/TAMA
 MH0171  USGS QUAD   -  MONTOUR (1980)
 MH0171
 MH0171                         *CURRENT SURVEY CONTROL
 MH0171  ___________________________________________________________________
 MH0171* NAD 83(1986)-  41 59 19.     (N)    092 44 30.     (W)     SCALED    
 MH0171* NAVD 88     -       276.81   (meters)     908.2    (feet)  RESET     
 MH0171  ___________________________________________________________________
 MH0171  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 MH0171
 MH0171  VERT ORDER  -  THIRD
 MH0171
 MH0171.The horizontal coordinates were scaled from a topographic map and have
 MH0171.an estimated accuracy of +/- 6 seconds.
 MH0171
 MH0171.The orthometric height was computed from unverified reset data.
 MH0171
 MH0171.The geoid height was determined by GEOID03.
 MH0171
 MH0171;                    North         East    Units  Estimated Accuracy
 MH0171;SPC IA N     - 1,054,560.    1,562,840.      MT  (+/- 180 meters Scaled)
 MH0171
 MH0171                          SUPERSEDED SURVEY CONTROL
 MH0171
 MH0171  NGVD 29 (??/??/??)  276.79   (m)          908.1    (f) RESET       3  
 MH0171
 MH0171.Superseded values are not recommended for survey control.
 MH0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0171.See file dsdata.txt to determine how the superseded data were derived.
 MH0171
 MH0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG213485(NAD 83)
 MH0171_MARKER: DB = BENCH MARK DISK
 MH0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0171_SP_SET: WALL
 MH0171_STAMPING: G 83 RESET 1940
 MH0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0171
 MH0171  HISTORY     - Date     Condition        Report By
 MH0171  HISTORY     - 1940     MONUMENTED       CGS
 MH0171
 MH0171                          STATION DESCRIPTION
 MH0171
 MH0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MH0171'1.6 MI NW FROM MONTOUR.
 MH0171'1.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MH0171'FROM THE STATION AT MONTOUR, TAMA COUNTY, 18 POLES SOUTHEAST OF
 MH0171'MILEPOST 142, AT 25-FOOT STEEL BRIDGE 422, AND IN THE TOP OF THE
 MH0171'SOUTHWEST END OF THE NORTHWEST BACK WALL.  A STANDARD DISK,
 MH0171'STAMPED G 83 RESET 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0008 ***********************************************************************
 MH0008  DESIGNATION -  G 84
 MH0008  PID         -  MH0008
 MH0008  STATE/COUNTY-  IA/BENTON
 MH0008  USGS QUAD   -  BLAIRSTOWN (1965)
 MH0008
 MH0008                         *CURRENT SURVEY CONTROL
 MH0008  ___________________________________________________________________
 MH0008* NAD 83(1986)-  41 54 45.     (N)    092 06 17.     (W)     SCALED    
 MH0008* NAVD 88     -       254.453  (meters)     834.82   (feet)  ADJUSTED  
 MH0008  ___________________________________________________________________
 MH0008  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 MH0008  DYNAMIC HT  -         254.361 (meters)     834.52  (feet)  COMP
 MH0008  MODELED GRAV-     980,254.8   (mgal)                       NAVD 88
 MH0008
 MH0008  VERT ORDER  -  SECOND    CLASS 0
 MH0008
 MH0008.The horizontal coordinates were scaled from a topographic map and have
 MH0008.an estimated accuracy of +/- 6 seconds.
 MH0008
 MH0008.The orthometric height was determined by differential leveling
 MH0008.and adjusted by the National Geodetic Survey in June 1991..
 MH0008
 MH0008.The geoid height was determined by GEOID03.
 MH0008
 MH0008.The dynamic height is computed by dividing the NAVD 88
 MH0008.geopotential number by the normal gravity value computed on the
 MH0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0008.degrees latitude (g = 980.6199 gals.).
 MH0008
 MH0008.The modeled gravity was interpolated from observed gravity values.
 MH0008
 MH0008;                    North         East    Units  Estimated Accuracy
 MH0008;SPC IA N     - 1,046,780.    1,615,760.      MT  (+/- 180 meters Scaled)
 MH0008
 MH0008                          SUPERSEDED SURVEY CONTROL
 MH0008
 MH0008  NGVD 29 (??/??/92)  254.454  (m)          834.82   (f) ADJ UNCH    2 0
 MH0008
 MH0008.Superseded values are not recommended for survey control.
 MH0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0008.See file dsdata.txt to determine how the superseded data were derived.
 MH0008
 MH0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG742404(NAD 83)
 MH0008_MARKER: DB = BENCH MARK DISK
 MH0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0008_SP_SET: CULVERT
 MH0008_STAMPING: G 84 1934
 MH0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0008+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 MH0008
 MH0008  HISTORY     - Date     Condition        Report By
 MH0008  HISTORY     - 1934     MONUMENTED       CGS
 MH0008  HISTORY     - 20040831 GOOD             GEOCAC
 MH0008
 MH0008                          STATION DESCRIPTION
 MH0008
 MH0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0008'1.1 MI W FROM BLAIRSTOWN.
 MH0008'1.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MH0008'THE STATION AT BLAIRSTOWN, BENTON COUNTY, 10-1/2 POLES WEST OF
 MH0008'MILEPOST 107, AT 6-FOOT CONCRETE CULVERT 313, IN THE NORTHWEST
 MH0008'CORNER OF THE NORTH STONE HEADWALL, 25 FEET NORTH OF THE
 MH0008'CENTERLINE OF THE NORTH TRACK, AND ABOUT 5.5 FEET LOWER THAN
 MH0008'THE RAIL.  A STANDARD DISK, STAMPED G 84 1934.
 MH0008
 MH0008                          STATION RECOVERY (2004)
 MH0008
 MH0008'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0619 ***********************************************************************
 MG0619  DESIGNATION -  G 85
 MG0619  PID         -  MG0619
 MG0619  STATE/COUNTY-  IA/IOWA
 MG0619  USGS QUAD   -  AMANA (1975)
 MG0619
 MG0619                         *CURRENT SURVEY CONTROL
 MG0619  ___________________________________________________________________
 MG0619* NAD 83(1986)-  41 47 47.     (N)    091 51 39.     (W)     SCALED    
 MG0619* NAVD 88     -       217.997  (meters)     715.21   (feet)  ADJUSTED  
 MG0619  ___________________________________________________________________
 MG0619  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 MG0619  DYNAMIC HT  -         217.915 (meters)     714.94  (feet)  COMP
 MG0619  MODELED GRAV-     980,239.3   (mgal)                       NAVD 88
 MG0619
 MG0619  VERT ORDER  -  SECOND    CLASS 0
 MG0619
 MG0619.The horizontal coordinates were scaled from a topographic map and have
 MG0619.an estimated accuracy of +/- 6 seconds.
 MG0619
 MG0619.The orthometric height was determined by differential leveling
 MG0619.and adjusted by the National Geodetic Survey in June 1991..
 MG0619
 MG0619.The geoid height was determined by GEOID03.
 MG0619
 MG0619.The dynamic height is computed by dividing the NAVD 88
 MG0619.geopotential number by the normal gravity value computed on the
 MG0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0619.degrees latitude (g = 980.6199 gals.).
 MG0619
 MG0619.The modeled gravity was interpolated from observed gravity values.
 MG0619
 MG0619;                    North         East    Units  Estimated Accuracy
 MG0619;SPC IA S     -   200,780.      636,230.      MT  (+/- 180 meters Scaled)
 MG0619
 MG0619                          SUPERSEDED SURVEY CONTROL
 MG0619
 MG0619  NGVD 29 (??/??/92)  218.012  (m)          715.26   (f) ADJ UNCH    2 0
 MG0619
 MG0619.Superseded values are not recommended for survey control.
 MG0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0619.See file dsdata.txt to determine how the superseded data were derived.
 MG0619
 MG0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG946277(NAD 83)
 MG0619_MARKER: DB = BENCH MARK DISK
 MG0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0619_SP_SET: ABUTMENT
 MG0619_STAMPING: G 85 1934
 MG0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0619+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 MG0619
 MG0619  HISTORY     - Date     Condition        Report By
 MG0619  HISTORY     - 1934     MONUMENTED       CGS
 MG0619  HISTORY     - 1968     GOOD             NGS
 MG0619  HISTORY     - 20060426 GOOD             GEOCAC
 MG0619
 MG0619                          STATION DESCRIPTION
 MG0619
 MG0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0619'0.3 MI N FROM AMANA.
 MG0619'0.3 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MG0619'RAILROAD FROM THE STATION AT AMANA, IOWA COUNTY, 10 POLES
 MG0619'NORTHEAST OF MILEPOST 67, AT 60-FOOT STEEL BRIDGE NO. 126,
 MG0619'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT,
 MG0619'8 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 0.5 FOOT
 MG0619'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED G 85 1934.
 MG0619
 MG0619                          STATION RECOVERY (1968)
 MG0619
 MG0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MG0619'RECOVERED IN GOOD CONDITION.
 MG0619
 MG0619                          STATION RECOVERY (2006)
 MG0619
 MG0619'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MG0619'DISK BADLY MARRED BUT STILL BARELY READABLE.  NOTE THIS BRIDGE IS
 MG0619'NORTHEAST OF A WOODEN RR BRIDGE OVER THE MILL STREAM.  HANDHELD
 MG0619'COORDINATES N41 47 46.8 W091 51 39.9.  SKY BLOCKED BY WOODEN STRUCTURE
 MG0619'OVER DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0074 ***********************************************************************
 MH0074  DESIGNATION -  G 86
 MH0074  PID         -  MH0074
 MH0074  STATE/COUNTY-  IA/KEOKUK
 MH0074  USGS QUAD   -  KESWICK (1965)
 MH0074
 MH0074                         *CURRENT SURVEY CONTROL
 MH0074  ___________________________________________________________________
 MH0074* NAD 83(1986)-  41 24 33.     (N)    092 10 56.     (W)     SCALED    
 MH0074* NAVD 88     -       228.805  (meters)     750.67   (feet)  ADJUSTED  
 MH0074  ___________________________________________________________________
 MH0074  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 MH0074  DYNAMIC HT  -         228.712 (meters)     750.37  (feet)  COMP
 MH0074  MODELED GRAV-     980,211.5   (mgal)                       NAVD 88
 MH0074
 MH0074  VERT ORDER  -  SECOND    CLASS 0
 MH0074
 MH0074.The horizontal coordinates were scaled from a topographic map and have
 MH0074.an estimated accuracy of +/- 6 seconds.
 MH0074
 MH0074.The orthometric height was determined by differential leveling
 MH0074.and adjusted by the National Geodetic Survey in June 1991..
 MH0074
 MH0074.The geoid height was determined by GEOID03.
 MH0074
 MH0074.The dynamic height is computed by dividing the NAVD 88
 MH0074.geopotential number by the normal gravity value computed on the
 MH0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0074.degrees latitude (g = 980.6199 gals.).
 MH0074
 MH0074.The modeled gravity was interpolated from observed gravity values.
 MH0074
 MH0074;                    North         East    Units  Estimated Accuracy
 MH0074;SPC IA S     -   157,320.      610,170.      MT  (+/- 180 meters Scaled)
 MH0074
 MH0074                          SUPERSEDED SURVEY CONTROL
 MH0074
 MH0074  NGVD 29 (??/??/92)  228.836  (m)          750.77   (f) ADJ UNCH    2 0
 MH0074
 MH0074.Superseded values are not recommended for survey control.
 MH0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0074.See file dsdata.txt to determine how the superseded data were derived.
 MH0074
 MH0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF683845(NAD 83)
 MH0074_MARKER: DB = BENCH MARK DISK
 MH0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0074_STAMPING: G 86 1934
 MH0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0074+STABILITY: SURFACE MOTION
 MH0074
 MH0074  HISTORY     - Date     Condition        Report By
 MH0074  HISTORY     - 1934     MONUMENTED       CGS
 MH0074  HISTORY     - 1981     MARK NOT FOUND   NGS
 MH0074
 MH0074                          STATION DESCRIPTION
 MH0074
 MH0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0074'2.4 MI S FROM WEBSTER.
 MH0074'2.4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MH0074'RAILROAD FROM THE CONSOLIDATED SCHOOL AT WEBSTER, KEOKUK COUNTY, ONE
 MH0074'POLE SOUTHWEST OF MILEPOST 30, AT A PUBLIC-ROAD CROSSING, 20 FEET
 MH0074'NORTHEAST OF THE CENTERLINE OF THE ROAD, 21 FEET EAST OF THE
 MH0074'CENTERLINE OF THE TRACK, 25 FEET WEST OF A RIGHT-OF-WAY FENCE
 MH0074'CORNER, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MH0074'DISK, STAMPED G 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MH0074
 MH0074                          STATION RECOVERY (1981)
 MH0074
 MH0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MH0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0105 ***********************************************************************
 MH0105  DESIGNATION -  G 87
 MH0105  PID         -  MH0105
 MH0105  STATE/COUNTY-  IA/MAHASKA
 MH0105  USGS QUAD   -  OSKALOOSA (1968)
 MH0105
 MH0105                         *CURRENT SURVEY CONTROL
 MH0105  ___________________________________________________________________
 MH0105* NAD 83(1986)-  41 22 29.     (N)    092 38 29.     (W)     SCALED    
 MH0105* NAVD 88     -       226.833  (meters)     744.20   (feet)  ADJUSTED  
 MH0105  ___________________________________________________________________
 MH0105  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 MH0105  DYNAMIC HT  -         226.738 (meters)     743.89  (feet)  COMP
 MH0105  MODELED GRAV-     980,197.0   (mgal)                       NAVD 88
 MH0105
 MH0105  VERT ORDER  -  SECOND    CLASS 0
 MH0105
 MH0105.The horizontal coordinates were scaled from a topographic map and have
 MH0105.an estimated accuracy of +/- 6 seconds.
 MH0105
 MH0105.The orthometric height was determined by differential leveling
 MH0105.and adjusted by the National Geodetic Survey in June 1991..
 MH0105
 MH0105.The geoid height was determined by GEOID03.
 MH0105
 MH0105.The dynamic height is computed by dividing the NAVD 88
 MH0105.geopotential number by the normal gravity value computed on the
 MH0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0105.degrees latitude (g = 980.6199 gals.).
 MH0105
 MH0105.The modeled gravity was interpolated from observed gravity values.
 MH0105
 MH0105;                    North         East    Units  Estimated Accuracy
 MH0105;SPC IA S     -   153,020.      571,820.      MT  (+/- 180 meters Scaled)
 MH0105
 MH0105                          SUPERSEDED SURVEY CONTROL
 MH0105
 MH0105  NGVD 29 (??/??/92)  226.817  (m)          744.15   (f) ADJ UNCH    2 0
 MH0105
 MH0105.Superseded values are not recommended for survey control.
 MH0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0105.See file dsdata.txt to determine how the superseded data were derived.
 MH0105
 MH0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF299804(NAD 83)
 MH0105_MARKER: DB = BENCH MARK DISK
 MH0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0105_STAMPING: G 87 1934
 MH0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0105+STABILITY: SURFACE MOTION
 MH0105
 MH0105  HISTORY     - Date     Condition        Report By
 MH0105  HISTORY     - 1934     MONUMENTED       CGS
 MH0105  HISTORY     - 1958     GOOD             NGS
 MH0105  HISTORY     - 1967     MARK NOT FOUND   NGS
 MH0105
 MH0105                          STATION DESCRIPTION
 MH0105
 MH0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MH0105'1.7 MI S FROM LACEY.
 MH0105'1.7 MILES SOUTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 MH0105'THE SCHOOL AT LACEY, MAHASKA COUNTY, 16 POLES NORTH OF MILEPOST
 MH0105'296, AT A PUBLIC ROAD CROSSING, 40 FEET SOUTH OF THE CENTERLINE
 MH0105'OF THE ROAD, 41 FEET WEST OF THE CENTERLINE OF THE TRACK, 4 FEET
 MH0105'EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT HIGHER THAN THE
 MH0105'RAIL.  A STANDARD DISK, STAMPED G 87 1934 AND SET IN THE TOP OF A
 MH0105'CONCRETE POST.
 MH0105
 MH0105                          STATION RECOVERY (1967)
 MH0105
 MH0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MH0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0167 ***********************************************************************
 MH0167  DESIGNATION -  G 88
 MH0167  PID         -  MH0167
 MH0167  STATE/COUNTY-  IA/MARSHALL
 MH0167  USGS QUAD   -  GILMAN (1980)
 MH0167
 MH0167                         *CURRENT SURVEY CONTROL
 MH0167  ___________________________________________________________________
 MH0167* NAD 83(1986)-  41 56 07.     (N)    092 48 56.     (W)     SCALED    
 MH0167* NAVD 88     -       306.920  (meters)    1006.95   (feet)  ADJUSTED  
 MH0167  ___________________________________________________________________
 MH0167  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 MH0167  DYNAMIC HT  -         306.802 (meters)    1006.57  (feet)  COMP
 MH0167  MODELED GRAV-     980,229.3   (mgal)                       NAVD 88
 MH0167
 MH0167  VERT ORDER  -  SECOND    CLASS 0
 MH0167
 MH0167.The horizontal coordinates were scaled from a topographic map and have
 MH0167.an estimated accuracy of +/- 6 seconds.
 MH0167
 MH0167.The orthometric height was determined by differential leveling
 MH0167.and adjusted by the National Geodetic Survey in June 1991..
 MH0167
 MH0167.The geoid height was determined by GEOID03.
 MH0167
 MH0167.The dynamic height is computed by dividing the NAVD 88
 MH0167.geopotential number by the normal gravity value computed on the
 MH0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0167.degrees latitude (g = 980.6199 gals.).
 MH0167
 MH0167.The modeled gravity was interpolated from observed gravity values.
 MH0167
 MH0167;                    North         East    Units  Estimated Accuracy
 MH0167;SPC IA N     - 1,048,580.    1,556,770.      MT  (+/- 180 meters Scaled)
 MH0167
 MH0167                          SUPERSEDED SURVEY CONTROL
 MH0167
 MH0167  NGVD 29 (??/??/92)  306.899  (m)         1006.88   (f) ADJ UNCH    2 0
 MH0167
 MH0167.Superseded values are not recommended for survey control.
 MH0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0167.See file dsdata.txt to determine how the superseded data were derived.
 MH0167
 MH0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG152426(NAD 83)
 MH0167_MARKER: DB = BENCH MARK DISK
 MH0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0167_STAMPING: G 88 1934
 MH0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0167+STABILITY: SURFACE MOTION
 MH0167
 MH0167  HISTORY     - Date     Condition        Report By
 MH0167  HISTORY     - 1934     MONUMENTED       CGS
 MH0167
 MH0167                          STATION DESCRIPTION
 MH0167
 MH0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0167'0.4 MI S FROM PICKERING.
 MH0167'0.4 MILE OF 13 POLES SOUTH ALONG THE MINNEAPOLIS AND ST. LOUIS
 MH0167'RAILROAD FROM THE STATION AT PICKERING, MARSHALL COUNTY, AT A
 MH0167'GRAIN ELEVATOR, AT A PUBLIC-ROAD CROSSING, 90 FEET NORTH OF THE
 MH0167'CENTERLINE OF THE ROAD, 43 FEET EAST OF THE CENTERLINE OF THE
 MH0167'TRACK, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT LOWER
 MH0167'THAN THE RAIL.  A STANDARD DISK, STAMPED G 88 1934 AND SET IN THE
 MH0167'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0794 ***********************************************************************
 LF0794  DESIGNATION -  G 9
 LF0794  PID         -  LF0794
 LF0794  STATE/COUNTY-  IA/FREMONT
 LF0794  USGS QUAD   -  RIVERTON (1981)
 LF0794
 LF0794                         *CURRENT SURVEY CONTROL
 LF0794  ___________________________________________________________________
 LF0794* NAD 83(1986)-  40 42 21.     (N)    095 31 25.     (W)     SCALED    
 LF0794* NAVD 88     -       283.677  (meters)     930.70   (feet)  ADJUSTED  
 LF0794  ___________________________________________________________________
 LF0794  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LF0794  DYNAMIC HT  -         283.526 (meters)     930.20  (feet)  COMP
 LF0794  MODELED GRAV-     980,084.7   (mgal)                       NAVD 88
 LF0794
 LF0794  VERT ORDER  -  FIRST     CLASS II
 LF0794
 LF0794.The horizontal coordinates were scaled from a topographic map and have
 LF0794.an estimated accuracy of +/- 6 seconds.
 LF0794
 LF0794.The orthometric height was determined by differential leveling
 LF0794.and adjusted by the National Geodetic Survey in June 1991..
 LF0794.WARNING-Repeat measurements at this control monument indicate possible
 LF0794.vertical movement.
 LF0794
 LF0794.The geoid height was determined by GEOID03.
 LF0794
 LF0794.The dynamic height is computed by dividing the NAVD 88
 LF0794.geopotential number by the normal gravity value computed on the
 LF0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0794.degrees latitude (g = 980.6199 gals.).
 LF0794
 LF0794.The modeled gravity was interpolated from observed gravity values.
 LF0794
 LF0794;                    North         East    Units  Estimated Accuracy
 LF0794;SPC IA S     -    80,370.      329,010.      MT  (+/- 180 meters Scaled)
 LF0794
 LF0794                          SUPERSEDED SURVEY CONTROL
 LF0794
 LF0794  NGVD 29 (??/??/92)  283.570  (m)          930.35   (f) ADJ UNCH    1 2
 LF0794
 LF0794.Superseded values are not recommended for survey control.
 LF0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0794.See file dsdata.txt to determine how the superseded data were derived.
 LF0794
 LF0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF868091(NAD 83)
 LF0794_MARKER: DB = BENCH MARK DISK
 LF0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0794_STAMPING: G 9 1933
 LF0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0794+STABILITY: SURFACE MOTION
 LF0794
 LF0794  HISTORY     - Date     Condition        Report By
 LF0794  HISTORY     - 1933     MONUMENTED       CGS
 LF0794  HISTORY     - 1949     GOOD             NGS
 LF0794
 LF0794                          STATION DESCRIPTION
 LF0794
 LF0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0794'2.5 MI SW FROM FARRAGUT.
 LF0794'2.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0794'RAILROAD FROM THE STATION AT FARRAGUT, 68.0 FEET WEST OF THE
 LF0794'CENTER LINE OF A NORTH AND SOUTH ROAD, 45.6 FEET NORTH OF THE
 LF0794'NORTH RAIL, 1.0 FEET SOUTH OF AN EAST AND WEST FENCE, 1.2 FEET
 LF0794'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LF0794'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0320 ***********************************************************************
 MJ0320  DESIGNATION -  G 90
 MJ0320  PID         -  MJ0320
 MJ0320  STATE/COUNTY-  IA/CARROLL
 MJ0320  USGS QUAD   -  MANNING (1978)
 MJ0320
 MJ0320                         *CURRENT SURVEY CONTROL
 MJ0320  ___________________________________________________________________
 MJ0320* NAD 83(1986)-  41 57 53.     (N)    095 00 57.     (W)     SCALED    
 MJ0320* NAVD 88     -       412.953  (meters)    1354.83   (feet)  ADJUSTED  
 MJ0320  ___________________________________________________________________
 MJ0320  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 MJ0320  DYNAMIC HT  -         412.769 (meters)    1354.23  (feet)  COMP
 MJ0320  MODELED GRAV-     980,164.5   (mgal)                       NAVD 88
 MJ0320
 MJ0320  VERT ORDER  -  SECOND    CLASS 0
 MJ0320
 MJ0320.The horizontal coordinates were scaled from a topographic map and have
 MJ0320.an estimated accuracy of +/- 6 seconds.
 MJ0320
 MJ0320.The orthometric height was determined by differential leveling
 MJ0320.and adjusted by the National Geodetic Survey in June 1991..
 MJ0320
 MJ0320.The geoid height was determined by GEOID03.
 MJ0320
 MJ0320.The dynamic height is computed by dividing the NAVD 88
 MJ0320.geopotential number by the normal gravity value computed on the
 MJ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0320.degrees latitude (g = 980.6199 gals.).
 MJ0320
 MJ0320.The modeled gravity was interpolated from observed gravity values.
 MJ0320
 MJ0320;                    North         East    Units  Estimated Accuracy
 MJ0320;SPC IA N     - 1,052,750.    1,374,350.      MT  (+/- 180 meters Scaled)
 MJ0320
 MJ0320                          SUPERSEDED SURVEY CONTROL
 MJ0320
 MJ0320  NGVD 29 (??/??/92)  412.824  (m)         1354.41   (f) ADJ UNCH    2 0
 MJ0320
 MJ0320.Superseded values are not recommended for survey control.
 MJ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0320.See file dsdata.txt to determine how the superseded data were derived.
 MJ0320
 MJ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG329478(NAD 83)
 MJ0320_MARKER: DB = BENCH MARK DISK
 MJ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0320_STAMPING: G 90 1935
 MJ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0320+STABILITY: SURFACE MOTION
 MJ0320
 MJ0320  HISTORY     - Date     Condition        Report By
 MJ0320  HISTORY     - 1935     MONUMENTED       CGS
 MJ0320  HISTORY     - 1969     GOOD             NGS
 MJ0320
 MJ0320                          STATION DESCRIPTION
 MJ0320
 MJ0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0320'4.5 MI NE FROM MANNING.
 MJ0320'4.5 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0320'FROM THE STATION AT MANNING, CARROLL COUNTY, AT CULVERT 2351,
 MJ0320'AT A ROAD CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE TRACK,
 MJ0320'42 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 8 FEET SOUTHWEST OF
 MJ0320'A FENCE CORNER, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 MJ0320'STAMPED G 90 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 MJ0320'CHICAGO AND NW RY. HAS BEEN DISMANTLED AT SITE OF MARK.  LAND
 MJ0320'OWNER NEARBY STATES THE MARK IS NOW LOCATED 6 INCHES BELOW GROUND
 MJ0320'IN CULTIVATED FIELD, ALSO IT HAS BEEN LIGHTLY HIT BY FARM DISC.
 MJ0320
 MJ0320                          STATION RECOVERY (1969)
 MJ0320
 MJ0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MJ0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0346 ***********************************************************************
 NL0346  DESIGNATION -  G 91
 NL0346  PID         -  NL0346
 NL0346  STATE/COUNTY-  IA/CRAWFORD
 NL0346  USGS QUAD   -  CHARTER OAK (1971)
 NL0346
 NL0346                         *CURRENT SURVEY CONTROL
 NL0346  ___________________________________________________________________
 NL0346* NAD 83(1986)-  42 03 31.     (N)    095 33 08.     (W)     SCALED    
 NL0346* NAVD 88     -       386.883  (meters)    1269.30   (feet)  ADJUSTED  
 NL0346  ___________________________________________________________________
 NL0346  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 NL0346  DYNAMIC HT  -         386.729 (meters)    1268.79  (feet)  COMP
 NL0346  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 NL0346
 NL0346  VERT ORDER  -  SECOND    CLASS 0
 NL0346
 NL0346.The horizontal coordinates were scaled from a topographic map and have
 NL0346.an estimated accuracy of +/- 6 seconds.
 NL0346
 NL0346.The orthometric height was determined by differential leveling
 NL0346.and adjusted by the National Geodetic Survey in June 1991..
 NL0346
 NL0346.The geoid height was determined by GEOID03.
 NL0346
 NL0346.The dynamic height is computed by dividing the NAVD 88
 NL0346.geopotential number by the normal gravity value computed on the
 NL0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0346.degrees latitude (g = 980.6199 gals.).
 NL0346
 NL0346.The modeled gravity was interpolated from observed gravity values.
 NL0346
 NL0346;                    North         East    Units  Estimated Accuracy
 NL0346;SPC IA N     - 1,064,110.    1,330,140.      MT  (+/- 180 meters Scaled)
 NL0346
 NL0346                          SUPERSEDED SURVEY CONTROL
 NL0346
 NL0346  NGVD 29 (??/??/92)  386.730  (m)         1268.80   (f) ADJ UNCH    2 0
 NL0346
 NL0346.Superseded values are not recommended for survey control.
 NL0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0346.See file dsdata.txt to determine how the superseded data were derived.
 NL0346
 NL0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG888594(NAD 83)
 NL0346_MARKER: DB = BENCH MARK DISK
 NL0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0346_SP_SET: BRIDGE
 NL0346_STAMPING: G 91 1935
 NL0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0346
 NL0346  HISTORY     - Date     Condition        Report By
 NL0346  HISTORY     - 1935     MONUMENTED       CGS
 NL0346  HISTORY     - 1942     GOOD             NGS
 NL0346
 NL0346                          STATION DESCRIPTION
 NL0346
 NL0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NL0346'2.5 MI SE FROM CHARTER OAK.
 NL0346'2.5 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0346'PACIFIC RAILROAD FROM THE FIRST NATIONAL BANK BUILDING AT CHARTER
 NL0346'OAK, 75 FEET NORTH OF THE CENTERLINE OF THE TRACK, OPPOSITE A
 NL0346'115-FOOT RAILROAD BRIDGE, AT A 105 FOOT CONCRETE-DECK BRIDGE
 NL0346'ON STATE HIGHWAY 141, IN THE TOP OF THE SOUTHWEST WING WALL,
 NL0346'AT THE JUNCTION OF THE WEST ABUTMENT, 12 FEET SOUTH OF THE
 NL0346'CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 NL0346'A STANDARD DISK, STAMPED G 91 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0395 ***********************************************************************
 NL0395  DESIGNATION -  G 92
 NL0395  PID         -  NL0395
 NL0395  STATE/COUNTY-  IA/MONONA
 NL0395  USGS QUAD   -  SMITHLAND (1969)
 NL0395
 NL0395                         *CURRENT SURVEY CONTROL
 NL0395  ___________________________________________________________________
 NL0395* NAD 83(1986)-  42 09 58.     (N)    095 57 04.     (W)     SCALED    
 NL0395* NAVD 88     -       331.194  (meters)    1086.59   (feet)  ADJUSTED  
 NL0395  ___________________________________________________________________
 NL0395  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 NL0395  DYNAMIC HT  -         331.074 (meters)    1086.20  (feet)  COMP
 NL0395  MODELED GRAV-     980,249.2   (mgal)                       NAVD 88
 NL0395
 NL0395  VERT ORDER  -  SECOND    CLASS 0
 NL0395
 NL0395.The horizontal coordinates were scaled from a topographic map and have
 NL0395.an estimated accuracy of +/- 6 seconds.
 NL0395
 NL0395.The orthometric height was determined by differential leveling
 NL0395.and adjusted by the National Geodetic Survey in June 1991..
 NL0395.WARNING-Repeat measurements at this control monument indicate possible
 NL0395.vertical movement.
 NL0395
 NL0395.The geoid height was determined by GEOID03.
 NL0395
 NL0395.The dynamic height is computed by dividing the NAVD 88
 NL0395.geopotential number by the normal gravity value computed on the
 NL0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0395.degrees latitude (g = 980.6199 gals.).
 NL0395
 NL0395.The modeled gravity was interpolated from observed gravity values.
 NL0395
 NL0395;                    North         East    Units  Estimated Accuracy
 NL0395;SPC IA N     - 1,076,930.    1,297,480.      MT  (+/- 180 meters Scaled)
 NL0395
 NL0395                          SUPERSEDED SURVEY CONTROL
 NL0395
 NL0395  NGVD 29 (??/??/92)  331.050  (m)         1086.12   (f) ADJ UNCH    2 0
 NL0395
 NL0395.Superseded values are not recommended for survey control.
 NL0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0395.See file dsdata.txt to determine how the superseded data were derived.
 NL0395
 NL0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG562724(NAD 83)
 NL0395_MARKER: DB = BENCH MARK DISK
 NL0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0395_STAMPING: G 92 1935 1086.071
 NL0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0395+STABILITY: SURFACE MOTION
 NL0395
 NL0395  HISTORY     - Date     Condition        Report By
 NL0395  HISTORY     - 1935     MONUMENTED       CGS
 NL0395  HISTORY     - 1949     GOOD             NGS
 NL0395
 NL0395                          STATION DESCRIPTION
 NL0395
 NL0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NL0395'AT TICONIC.
 NL0395'1 BLOCK SOUTH ALONG A GRAVELED ROAD, THENCE 1 BLOCK EAST ALONG A
 NL0395'DIRT ROAD FROM THE METHODIST CHURCH AT TICONIC, 37 FEET EAST OF
 NL0395'THE CENTER LINE OF A DIRT ROAD LEADING NORTH, 29 FEET NORTH OF
 NL0395'THE CENTER LINE OF A GRAVELED ROAD LEADING EAST, 3.3 FEET EAST
 NL0395'OF A POWER LINE POLE, 2.5 FEET NORTH OF A WOVEN WIRE FENCE, 1.0
 NL0395'FOOT WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 NL0395'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0285 ***********************************************************************
 NL0285  DESIGNATION -  G 93
 NL0285  PID         -  NL0285
 NL0285  STATE/COUNTY-  IA/SAC
 NL0285  USGS QUAD   -  LAKE VIEW (1980)
 NL0285
 NL0285                         *CURRENT SURVEY CONTROL
 NL0285  ___________________________________________________________________
 NL0285* NAD 83(1986)-  42 18 27.     (N)    095 03 01.     (W)     SCALED    
 NL0285* NAVD 88     -       379.497  (meters)    1245.07   (feet)  ADJUSTED  
 NL0285  ___________________________________________________________________
 NL0285  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 NL0285  DYNAMIC HT  -         379.351 (meters)    1244.59  (feet)  COMP
 NL0285  MODELED GRAV-     980,227.6   (mgal)                       NAVD 88
 NL0285
 NL0285  VERT ORDER  -  SECOND    CLASS 0
 NL0285
 NL0285.The horizontal coordinates were scaled from a topographic map and have
 NL0285.an estimated accuracy of +/- 6 seconds.
 NL0285
 NL0285.The orthometric height was determined by differential leveling
 NL0285.and adjusted by the National Geodetic Survey in June 1991..
 NL0285
 NL0285.The geoid height was determined by GEOID03.
 NL0285
 NL0285.The dynamic height is computed by dividing the NAVD 88
 NL0285.geopotential number by the normal gravity value computed on the
 NL0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0285.degrees latitude (g = 980.6199 gals.).
 NL0285
 NL0285.The modeled gravity was interpolated from observed gravity values.
 NL0285
 NL0285;                    North         East    Units  Estimated Accuracy
 NL0285;SPC IA N     - 1,090,870.    1,372,190.      MT  (+/- 180 meters Scaled)
 NL0285
 NL0285                          SUPERSEDED SURVEY CONTROL
 NL0285
 NL0285  NGVD 29 (??/??/92)  379.389  (m)         1244.71   (f) ADJ UNCH    2 0
 NL0285
 NL0285.Superseded values are not recommended for survey control.
 NL0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0285.See file dsdata.txt to determine how the superseded data were derived.
 NL0285
 NL0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG310859(NAD 83)
 NL0285_MARKER: DB = BENCH MARK DISK
 NL0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0285_STAMPING: G 93 1935
 NL0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0285+STABILITY: SURFACE MOTION
 NL0285
 NL0285  HISTORY     - Date     Condition        Report By
 NL0285  HISTORY     - 1935     MONUMENTED       CGS
 NL0285  HISTORY     - 1943     GOOD             NGS
 NL0285  HISTORY     - 1985     POOR             NGS
 NL0285
 NL0285                          STATION DESCRIPTION
 NL0285
 NL0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0285'AT LAKE VIEW.
 NL0285'AT LAKE VIEW, SAC COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NL0285'RAILWAY, 400 FEET NORTH OF THE STATION, AT THE NORTHEAST CORNER
 NL0285'OF A RAILROAD PARK, 40 FEET SOUTH OF THE CENTERLINE OF A ROAD,
 NL0285'AND 18 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 NL0285'DISK, STAMPED G 93 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NL0285
 NL0285                          STATION RECOVERY (1985)
 NL0285
 NL0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NL0285'THE DISK IS BEING WORN AND BATTERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0332 ***********************************************************************
 NL0332  DESIGNATION -  G 94
 NL0332  PID         -  NL0332
 NL0332  STATE/COUNTY-  IA/CRAWFORD
 NL0332  USGS QUAD   -  KIRON (1971)
 NL0332
 NL0332                         *CURRENT SURVEY CONTROL
 NL0332  ___________________________________________________________________
 NL0332* NAD 83(1986)-  42 11 54.     (N)    095 18 13.     (W)     SCALED    
 NL0332* NAVD 88     -       408.830  (meters)    1341.30   (feet)  ADJUSTED  
 NL0332  ___________________________________________________________________
 NL0332  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 NL0332  DYNAMIC HT  -         408.668 (meters)    1340.77  (feet)  COMP
 NL0332  MODELED GRAV-     980,214.5   (mgal)                       NAVD 88
 NL0332
 NL0332  VERT ORDER  -  SECOND    CLASS 0
 NL0332
 NL0332.The horizontal coordinates were scaled from a topographic map and have
 NL0332.an estimated accuracy of +/- 6 seconds.
 NL0332
 NL0332.The orthometric height was determined by differential leveling
 NL0332.and adjusted by the National Geodetic Survey in June 1991..
 NL0332
 NL0332.The geoid height was determined by GEOID03.
 NL0332
 NL0332.The dynamic height is computed by dividing the NAVD 88
 NL0332.geopotential number by the normal gravity value computed on the
 NL0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0332.degrees latitude (g = 980.6199 gals.).
 NL0332
 NL0332.The modeled gravity was interpolated from observed gravity values.
 NL0332
 NL0332;                    North         East    Units  Estimated Accuracy
 NL0332;SPC IA N     - 1,079,160.    1,351,050.      MT  (+/- 180 meters Scaled)
 NL0332
 NL0332                          SUPERSEDED SURVEY CONTROL
 NL0332
 NL0332  NGVD 29 (??/??/92)  408.691  (m)         1340.85   (f) ADJ UNCH    2 0
 NL0332
 NL0332.Superseded values are not recommended for survey control.
 NL0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0332.See file dsdata.txt to determine how the superseded data were derived.
 NL0332
 NL0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG098743(NAD 83)
 NL0332_MARKER: DB = BENCH MARK DISK
 NL0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0332_STAMPING: G 94 1935
 NL0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0332+STABILITY: SURFACE MOTION
 NL0332
 NL0332  HISTORY     - Date     Condition        Report By
 NL0332  HISTORY     - 1935     MONUMENTED       CGS
 NL0332  HISTORY     - 1943     GOOD             NGS
 NL0332
 NL0332                          STATION DESCRIPTION
 NL0332
 NL0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0332'1.2 MI E FROM KIRON.
 NL0332'1.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0332'THE STATION AT KIRON, CRAWFORD COUNTY, MIDWAY BETWEEN POLES
 NL0332'15+10 AND 15+11, AT A ROAD CROSSING, 47 FEET NORTH OF THE
 NL0332'CENTERLINE OF THE TRACK, 27 FEET EAST OF THE CENTERLINE OF THE
 NL0332'ROAD, 1 FOOT WEST AND 4 FEET SOUTH OF A RIGHT OF WAY FENCE
 NL0332'CORNER, AND 18 INCHES LOWER THAN THE TRACK.  A STANDARD DISK,
 NL0332'STAMPED G 94 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0939 ***********************************************************************
 MJ0939  DESIGNATION -  G 95
 MJ0939  PID         -  MJ0939
 MJ0939  STATE/COUNTY-  IA/MONONA
 MJ0939  USGS QUAD   -  MOORHEAD (1971)
 MJ0939
 MJ0939                         *CURRENT SURVEY CONTROL
 MJ0939  ___________________________________________________________________
 MJ0939* NAD 83(1986)-  41 57 29.     (N)    095 48 23.     (W)     SCALED    
 MJ0939* NAVD 88     -       343.370  (meters)    1126.54   (feet)  ADJUSTED  
 MJ0939  ___________________________________________________________________
 MJ0939  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 MJ0939  DYNAMIC HT  -         343.234 (meters)    1126.09  (feet)  COMP
 MJ0939  MODELED GRAV-     980,217.4   (mgal)                       NAVD 88
 MJ0939
 MJ0939  VERT ORDER  -  SECOND    CLASS 0
 MJ0939
 MJ0939.The horizontal coordinates were scaled from a topographic map and have
 MJ0939.an estimated accuracy of +/- 6 seconds.
 MJ0939
 MJ0939.The orthometric height was determined by differential leveling
 MJ0939.and adjusted by the National Geodetic Survey in June 1991..
 MJ0939
 MJ0939.The geoid height was determined by GEOID03.
 MJ0939
 MJ0939.The dynamic height is computed by dividing the NAVD 88
 MJ0939.geopotential number by the normal gravity value computed on the
 MJ0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0939.degrees latitude (g = 980.6199 gals.).
 MJ0939
 MJ0939.The modeled gravity was interpolated from observed gravity values.
 MJ0939
 MJ0939;                    North         East    Units  Estimated Accuracy
 MJ0939;SPC IA N     - 1,053,490.    1,308,810.      MT  (+/- 180 meters Scaled)
 MJ0939
 MJ0939                          SUPERSEDED SURVEY CONTROL
 MJ0939
 MJ0939  NGVD 29 (??/??/92)  343.220  (m)         1126.05   (f) ADJ UNCH    2 0
 MJ0939
 MJ0939.Superseded values are not recommended for survey control.
 MJ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0939.See file dsdata.txt to determine how the superseded data were derived.
 MJ0939
 MJ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG674489(NAD 83)
 MJ0939_MARKER: DB = BENCH MARK DISK
 MJ0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0939_SP_SET: CULVERT
 MJ0939_STAMPING: G 95 1935
 MJ0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0939
 MJ0939  HISTORY     - Date     Condition        Report By
 MJ0939  HISTORY     - 1935     MONUMENTED       CGS
 MJ0939  HISTORY     - 1943     GOOD             NGS
 MJ0939  HISTORY     - 1971     GOOD             USGS
 MJ0939  HISTORY     - 1977     GOOD             LOCENG
 MJ0939
 MJ0939                          STATION DESCRIPTION
 MJ0939
 MJ0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MJ0939'2.6 MI SW FROM SOLDIER.
 MJ0939'2.6 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0939'FROM THE STATION AT SOLDIER, MONONA COUNTY, OPPOSITE BRIDGE 235,
 MJ0939'75 FEET WEST OF THE CENTERLINE OF THE TRACK, AT A CULVERT UNDER
 MJ0939'STATE HIGHWAY 183, AND IN THE CENTER OF THE TOP OF THE EAST CONCRETE
 MJ0939'HEADWALL.  A STANDARD DISK, STAMPED G 95 1935.
 MJ0939
 MJ0939                          STATION RECOVERY (1971)
 MJ0939
 MJ0939'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MJ0939'RECOVERED IN GOOD CONDITION.
 MJ0939
 MJ0939                          STATION RECOVERY (1977)
 MJ0939
 MJ0939'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 MJ0939'2.6 MILES SOUTH WEST ALONG HIGHWAY 183 FROM THE INTERSECTION OF
 MJ0939'HIGHWAY 183 AND 37 AT SOLDIER. SET IN THE CENTER OF THE EAST CURB OF
 MJ0939'AN ABANDONED BRIDGE APPROX. 300 FOOT EAST OF THE CENTER LINE OF
 MJ0939'STATION 208 ON HIGHWAY 183.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1467 ***********************************************************************
 MJ1467  DESIGNATION -  G 95 RESET
 MJ1467  PID         -  MJ1467
 MJ1467  STATE/COUNTY-  IA/MONONA
 MJ1467  USGS QUAD   -  MOORHEAD (1971)
 MJ1467
 MJ1467                         *CURRENT SURVEY CONTROL
 MJ1467  ___________________________________________________________________
 MJ1467* NAD 83(1986)-  41 57 29.     (N)    095 48 23.     (W)     SCALED    
 MJ1467* NAVD 88     -       343.18   (meters)    1125.9    (feet)  RESET     
 MJ1467  ___________________________________________________________________
 MJ1467  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 MJ1467
 MJ1467  VERT ORDER  -  THIRD
 MJ1467
 MJ1467.The horizontal coordinates were scaled from a topographic map and have
 MJ1467.an estimated accuracy of +/- 6 seconds.
 MJ1467
 MJ1467.The orthometric height was computed from unverified reset data.
 MJ1467
 MJ1467.The geoid height was determined by GEOID03.
 MJ1467
 MJ1467;                    North         East    Units  Estimated Accuracy
 MJ1467;SPC IA N     - 1,053,490.    1,308,810.      MT  (+/- 180 meters Scaled)
 MJ1467
 MJ1467                          SUPERSEDED SURVEY CONTROL
 MJ1467
 MJ1467  NGVD 29 (05/12/04)  343.03   (m)         1125.4    (f) RESET       3  
 MJ1467
 MJ1467.Superseded values are not recommended for survey control.
 MJ1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1467.See file dsdata.txt to determine how the superseded data were derived.
 MJ1467
 MJ1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG674489(NAD 83)
 MJ1467_MARKER: DB = BENCH MARK DISK
 MJ1467_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MJ1467_SP_SET: HEADWALL
 MJ1467_STAMPING: G 95 RESET 1985
 MJ1467_MARK LOGO: NGS   
 MJ1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1467+STABILITY: SURFACE MOTION
 MJ1467
 MJ1467  HISTORY     - Date     Condition        Report By
 MJ1467  HISTORY     - 1985     MONUMENTED       NGS
 MJ1467
 MJ1467                          STATION DESCRIPTION
 MJ1467
 MJ1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MJ1467'4.5 KM (2.80 MI) SW FROM SOLDIER.
 MJ1467'4.51 KM (2.80 MI) SOUTHWEST ALONG STATE HIGHWAY 183, FROM THE JUNCTION
 MJ1467'WITH STATE HIGHWAY 37 IN SOLDIER, TO THE MARK ON THE LEFT, AT HIGHWAY
 MJ1467'STATION 207+60, 12.2 M (40.0 FT) EAST FROM THE CENTERLINE OF THE
 MJ1467'HIGHWAY AND IN THE CENTER OF THE TOP OF THE EAST HEADWALL OF A LARGE
 MJ1467'CONCRETE BOX CULVERT.
 MJ1467'THE MARK IS 0.15 METERS  N FROM  A WITNESS POST
 MJ1467'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0314 ***********************************************************************
 MJ0314  DESIGNATION -  G 96
 MJ0314  PID         -  MJ0314
 MJ0314  STATE/COUNTY-  IA/SHELBY
 MJ0314  USGS QUAD   -  EARLING (1971)
 MJ0314
 MJ0314                         *CURRENT SURVEY CONTROL
 MJ0314  ___________________________________________________________________
 MJ0314* NAD 83(1986)-  41 45 19.     (N)    095 27 49.     (W)     SCALED    
 MJ0314* NAVD 88     -       385.139  (meters)    1263.58   (feet)  ADJUSTED  
 MJ0314  ___________________________________________________________________
 MJ0314  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 MJ0314  DYNAMIC HT  -         384.957 (meters)    1262.98  (feet)  COMP
 MJ0314  MODELED GRAV-     980,139.7   (mgal)                       NAVD 88
 MJ0314
 MJ0314  VERT ORDER  -  SECOND    CLASS 0
 MJ0314
 MJ0314.The horizontal coordinates were scaled from a topographic map and have
 MJ0314.an estimated accuracy of +/- 6 seconds.
 MJ0314
 MJ0314.The orthometric height was determined by differential leveling
 MJ0314.and adjusted by the National Geodetic Survey in June 1991..
 MJ0314
 MJ0314.The geoid height was determined by GEOID03.
 MJ0314
 MJ0314.The dynamic height is computed by dividing the NAVD 88
 MJ0314.geopotential number by the normal gravity value computed on the
 MJ0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0314.degrees latitude (g = 980.6199 gals.).
 MJ0314
 MJ0314.The modeled gravity was interpolated from observed gravity values.
 MJ0314
 MJ0314;                    North         East    Units  Estimated Accuracy
 MJ0314;SPC IA S     -   196,770.      336,710.      MT  (+/- 180 meters Scaled)
 MJ0314
 MJ0314                          SUPERSEDED SURVEY CONTROL
 MJ0314
 MJ0314  NGVD 29 (??/??/92)  385.006  (m)         1263.14   (f) ADJ UNCH    2 0
 MJ0314
 MJ0314.Superseded values are not recommended for survey control.
 MJ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0314.See file dsdata.txt to determine how the superseded data were derived.
 MJ0314
 MJ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG951255(NAD 83)
 MJ0314_MARKER: DB = BENCH MARK DISK
 MJ0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0314_SP_SET: BRIDGE ABUTMENT
 MJ0314_STAMPING: 1263.026 G 96 1935
 MJ0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0314
 MJ0314  HISTORY     - Date     Condition        Report By
 MJ0314  HISTORY     - 1935     MONUMENTED       CGS
 MJ0314  HISTORY     - 1942     GOOD             NGS
 MJ0314
 MJ0314                          STATION DESCRIPTION
 MJ0314
 MJ0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MJ0314'2.8 MI SW FROM EARLING.
 MJ0314'2.8 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0314'PACIFIC RAILROAD FROM THE STATION AT EARLING, SHELBY COUNTY,
 MJ0314'13 POLES NORTHEAST OF MILEPOST 439, 10 POLES SOUTHWEST OF A
 MJ0314'NORTH-AND-SOUTH ROAD CROSSING, AT 150 FOOT STEEL BRIDGE Z 1450,
 MJ0314'IN THE TOP OF THE SOUTH CORNER OF THE SOUTHWEST CONCRETE
 MJ0314'ABUTMENT, 9 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 MJ0314'3 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 MJ0314'1263.026 G 96 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0649 ***********************************************************************
 MJ0649  DESIGNATION -  G 97
 MJ0649  PID         -  MJ0649
 MJ0649  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0649  USGS QUAD   -  MINEOLA (1994)
 MJ0649
 MJ0649                         *CURRENT SURVEY CONTROL
 MJ0649  ___________________________________________________________________
 MJ0649* NAD 83(1986)-  41 11 04.     (N)    095 44 12.     (W)     SCALED    
 MJ0649* NAVD 88     -       377.786  (meters)    1239.45   (feet)  ADJUSTED  
 MJ0649  ___________________________________________________________________
 MJ0649  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 MJ0649  DYNAMIC HT  -         377.632 (meters)    1238.95  (feet)  COMP
 MJ0649  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 MJ0649
 MJ0649  VERT ORDER  -  SECOND    CLASS 0
 MJ0649
 MJ0649.The horizontal coordinates were scaled from a topographic map and have
 MJ0649.an estimated accuracy of +/- 6 seconds.
 MJ0649
 MJ0649.The orthometric height was determined by differential leveling
 MJ0649.and adjusted by the National Geodetic Survey in June 1991..
 MJ0649
 MJ0649.The geoid height was determined by GEOID03.
 MJ0649
 MJ0649.The dynamic height is computed by dividing the NAVD 88
 MJ0649.geopotential number by the normal gravity value computed on the
 MJ0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0649.degrees latitude (g = 980.6199 gals.).
 MJ0649
 MJ0649.The modeled gravity was interpolated from observed gravity values.
 MJ0649
 MJ0649;                    North         East    Units  Estimated Accuracy
 MJ0649;SPC IA S     -   133,940.      312,370.      MT  (+/- 180 meters Scaled)
 MJ0649
 MJ0649                          SUPERSEDED SURVEY CONTROL
 MJ0649
 MJ0649  NGVD 29 (??/??/92)  377.671  (m)         1239.08   (f) ADJ UNCH    2 0
 MJ0649
 MJ0649.Superseded values are not recommended for survey control.
 MJ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0649.See file dsdata.txt to determine how the superseded data were derived.
 MJ0649
 MJ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF704628(NAD 83)
 MJ0649_MARKER: DB = BENCH MARK DISK
 MJ0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0649_STAMPING: G 97 1935
 MJ0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0649+STABILITY: SURFACE MOTION
 MJ0649
 MJ0649  HISTORY     - Date     Condition        Report By
 MJ0649  HISTORY     - 1935     MONUMENTED       CGS
 MJ0649  HISTORY     - 1955     MARK NOT FOUND   NGS
 MJ0649
 MJ0649                          STATION DESCRIPTION
 MJ0649
 MJ0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MJ0649'3.8 MI NW FROM MINEOLA.
 MJ0649'IN POTTAWATTAMIE COUNTY, 3.8 MILES NORTHWEST ALONG THE WABASH
 MJ0649'RAILROAD FROM THE STATION AT MINEOLA, MILLS COUNTY, AT DUMFRIES,
 MJ0649'105 FEET SOUTH OF THE SOUTHEAST CORNER OF THE STATION, 8 POLES
 MJ0649'NORTH OF MILEPOST 401-13, 42 FEET WEST AND 39 FEET SOUTH OF THE
 MJ0649'ENTRANCE TO A STOCK PEN, 22 FEET WEST OF THE CENTERLINE OF THE
 MJ0649'TRACK, 8 FEET NORTH OF A POLE, AND 0.5 FOOT LOWER THAN THE
 MJ0649'TRACK.  A STANDARD DISK, STAMPED G 97 1935 AND SET IN THE TOP
 MJ0649'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0267 ***********************************************************************
 LF0267  DESIGNATION -  G 98
 LF0267  PID         -  LF0267
 LF0267  STATE/COUNTY-  IA/PAGE
 LF0267  USGS QUAD   -  SHENANDOAH EAST (1978)
 LF0267
 LF0267                         *CURRENT SURVEY CONTROL
 LF0267  ___________________________________________________________________
 LF0267* NAD 83(1986)-  40 47 46.     (N)    095 20 44.     (W)     SCALED    
 LF0267* NAVD 88     -       299.536  (meters)     982.73   (feet)  ADJUSTED  
 LF0267  ___________________________________________________________________
 LF0267  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LF0267  DYNAMIC HT  -         299.376 (meters)     982.20  (feet)  COMP
 LF0267  MODELED GRAV-     980,083.2   (mgal)                       NAVD 88
 LF0267
 LF0267  VERT ORDER  -  SECOND    CLASS 0
 LF0267
 LF0267.The horizontal coordinates were scaled from a topographic map and have
 LF0267.an estimated accuracy of +/- 6 seconds.
 LF0267
 LF0267.The orthometric height was determined by differential leveling
 LF0267.and adjusted by the National Geodetic Survey in June 1991..
 LF0267
 LF0267.The geoid height was determined by GEOID03.
 LF0267
 LF0267.The dynamic height is computed by dividing the NAVD 88
 LF0267.geopotential number by the normal gravity value computed on the
 LF0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0267.degrees latitude (g = 980.6199 gals.).
 LF0267
 LF0267.The modeled gravity was interpolated from observed gravity values.
 LF0267
 LF0267;                    North         East    Units  Estimated Accuracy
 LF0267;SPC IA S     -    90,060.      344,260.      MT  (+/- 180 meters Scaled)
 LF0267
 LF0267                          SUPERSEDED SURVEY CONTROL
 LF0267
 LF0267  NGVD 29 (??/??/92)  299.430  (m)          982.38   (f) ADJ UNCH    2 0
 LF0267
 LF0267.Superseded values are not recommended for survey control.
 LF0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0267.See file dsdata.txt to determine how the superseded data were derived.
 LF0267
 LF0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF021187(NAD 83)
 LF0267_MARKER: DB = BENCH MARK DISK
 LF0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0267_SP_SET: CULVERT
 LF0267_STAMPING: G 98 1935
 LF0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0267
 LF0267  HISTORY     - Date     Condition        Report By
 LF0267  HISTORY     - 1935     MONUMENTED       CGS
 LF0267  HISTORY     - 1949     GOOD             NGS
 LF0267  HISTORY     - 1973     GOOD             NGS
 LF0267
 LF0267                          STATION DESCRIPTION
 LF0267
 LF0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0267'2 MI NE FROM SHENANDOAH.
 LF0267'2.0 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0267'RAILROAD FROM ITS CROSSING WITH THE WABASH RAILROAD AT SHENANDOAH,
 LF0267'250 YARDS NORTHEAST OF A ROAD CROSSING, 124 YARDS SOUTHWEST
 LF0267'OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING SOUTHEAST,
 LF0267'73 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 18 FEET NORTHWEST OF
 LF0267'THE CENTER LINE OF STATE HIGHWAY 48, SET IN THE CENTER OF THE
 LF0267'TOP OF THE NORTHWEST HEADWALL OF A 2 FOOT CONCRETE CULVERT.
 LF0267
 LF0267                          STATION RECOVERY (1973)
 LF0267
 LF0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LF0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0637 ***********************************************************************
 NL0637  DESIGNATION -  GALVA
 NL0637  PID         -  NL0637
 NL0637  STATE/COUNTY-  IA/IDA
 NL0637  USGS QUAD   -  IDA GROVE NW (1967)
 NL0637
 NL0637                         *CURRENT SURVEY CONTROL
 NL0637  ___________________________________________________________________
 NL0637* NAD 83(1996)-  42 28 29.66204(N)    095 24 14.59712(W)     ADJUSTED  
 NL0637* NAVD 88     -       423.     (meters)    1388.     (feet)  SCALED    
 NL0637  ___________________________________________________________________
 NL0637  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 NL0637  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 NL0637
 NL0637  HORZ ORDER  -  THIRD
 NL0637
 NL0637.The horizontal coordinates were established by classical geodetic methods
 NL0637.and adjusted by the National Geodetic Survey in May 1999..
 NL0637
 NL0637.The orthometric height was scaled from a topographic map.
 NL0637
 NL0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0637
 NL0637.The geoid height was determined by GEOID03.
 NL0637
 NL0637;                    North         East     Units Scale Factor Converg.
 NL0637;SPC IA N     - 1,110,051.820 1,343,446.922   MT  0.99995100   -1 17 25.7
 NL0637;UTM  15      - 4,705,307.120   302,383.947   MT  1.00008050   -1 37 26.1
 NL0637
 NL0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0637!SPC IA N     -   0.99993806  x   0.99995100  =   0.99988907
 NL0637!UTM  15      -   0.99993806  x   1.00008050  =   1.00001856
 NL0637
 NL0637|---------------------------------------------------------------------|
 NL0637| PID    Reference Object                     Distance      Geod. Az  |
 NL0637|                                                           dddmmss.s |
 NL0637| CO3133 GALVA RM 1                           16.280 METERS 08808     |
 NL0637| CO3132 GALVA AZ MK                                        2674024.1 |
 NL0637| CO3134 GALVA RM 2                           16.227 METERS 27256     |
 NL0637| NL0641 HOLSTEIN MUNICIPAL TANK             APPROX.11.6 KM 2772421.2 |
 NL0637| NL0576 GALVA MUNICIPAL TANK                APPROX. 3.4 KM 3392843.0 |
 NL0637| NL0639 GALVA 2                              30.565 METERS 35910     |
 NL0637|---------------------------------------------------------------------|
 NL0637
 NL0637                          SUPERSEDED SURVEY CONTROL
 NL0637
 NL0637  NAD 83(1996)-  42 28 29.66209(N)    095 24 14.59702(W) AD(       ) 3
 NL0637  NAD 83(1986)-  42 28 29.66149(N)    095 24 14.59703(W) AD(       ) 3
 NL0637  NAD 27      -  42 28 29.71600(N)    095 24 13.60800(W) AD(       ) 3
 NL0637
 NL0637.Superseded values are not recommended for survey control.
 NL0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0637.See file dsdata.txt to determine how the superseded data were derived.
 NL0637
 NL0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH0238405307(NAD 83)
 NL0637_MARKER: DS = TRIANGULATION STATION DISK
 NL0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0637
 NL0637  HISTORY     - Date     Condition        Report By
 NL0637  HISTORY     - 1950     MONUMENTED       CGS
 NL0637  HISTORY     - 1963     GOOD             CGS
 NL0637
 NL0637                          STATION DESCRIPTION
 NL0637
 NL0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0637'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH AND 3/4 MILE
 NL0637'EAST OF THE SMALL TOWN OF GALVA, ON A HIGH CUT BANK OF U.S.
 NL0637'HIGHWAY 20.  IT IS 47 FEET NORTH OF THE CENTERLINE OF THE
 NL0637'HIGHWAY, 12 FEET SOUTHEAST OF A TELEPHONE POLE WITH A TRIANGLE
 NL0637'BLAZE AND 4 FEET SOUTH OF THE RIGHT-OF-WAY FENCELINE.  THE
 NL0637'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED GALVA
 NL0637'1950.
 NL0637'
 NL0637'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF THE CENTERLINE OF THE
 NL0637'HIGHWAY AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCELINE.  THE
 NL0637'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED GALVA NO 1 1950.
 NL0637'
 NL0637'REFERENCE MARK NO. 2 IS 50 FEET NORTH OF THE CENTERLINE OF
 NL0637'THE HIGHWAY, 41 FEET WEST OF A TELEPHONE POLE WITH A TRIANGLE
 NL0637'BLAZE AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCELINE.  THE
 NL0637'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GALVA NO
 NL0637'2 1950.
 NL0637'
 NL0637'AZIMUTH MARK IS LOCATED IN AN OFFSET FENCE CORNER.  IT IS 46
 NL0637'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 20, 17 FEET
 NL0637'NORTHEAST OF A POWER LINE POLE, 20 FEET EAST OF A LONE TREE,
 NL0637'12 FEET NORTH OF A FENCE CORNER AND 2 FEET EAST OF A CORNER
 NL0637'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 NL0637'GALVA 1950.
 NL0637'
 NL0637'TO REACH THE STATION FROM THE EAST POINT OF A LARGE TRIANGLE
 NL0637'FORMED BY THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY
 NL0637'328 ABOUT 2-1/2 MILES SOUTH OF GALVA, GO EAST ON U.S. HIGHWAY
 NL0637'20 FOR 0.25 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE
 NL0637'STRAIGHT AHEAD ON U.S. HIGHWAY 20 FOR 0.4 MILE TO STATION ON
 NL0637'LEFT AS DESCRIBED.
 NL0637'
 NL0637'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0637
 NL0637                          STATION RECOVERY (1963)
 NL0637
 NL0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 NL0637'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NL0637'FOUND AS DESCRIBED.  ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAY
 NL0637'20 WILL DESTROY ALL THE MARKS AT THIS STATION, SO A NEW STATION,
 NL0637'GALVA 2, WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0639 ***********************************************************************
 NL0639  DESIGNATION -  GALVA 2
 NL0639  PID         -  NL0639
 NL0639  STATE/COUNTY-  IA/IDA
 NL0639  USGS QUAD   -  IDA GROVE NW (1967)
 NL0639
 NL0639                         *CURRENT SURVEY CONTROL
 NL0639  ___________________________________________________________________
 NL0639* NAD 83(1996)-  42 28 30.65250(N)    095 24 14.61647(W)     ADJUSTED  
 NL0639* NAVD 88     -       423.     (meters)    1388.     (feet)  SCALED    
 NL0639  ___________________________________________________________________
 NL0639  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 NL0639  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 NL0639
 NL0639  HORZ ORDER  -  THIRD
 NL0639
 NL0639.The horizontal coordinates were established by classical geodetic methods
 NL0639.and adjusted by the National Geodetic Survey in May 1999..
 NL0639.No horizontal observational check was made to the station.
 NL0639
 NL0639.The orthometric height was scaled from a topographic map.
 NL0639
 NL0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0639
 NL0639.The geoid height was determined by GEOID03.
 NL0639
 NL0639;                    North         East     Units Scale Factor Converg.
 NL0639;SPC IA N     - 1,110,082.382 1,343,447.168   MT  0.99995098   -1 17 25.7
 NL0639;UTM  15      - 4,705,337.685   302,384.372   MT  1.00008050   -1 37 26.1
 NL0639
 NL0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0639!SPC IA N     -   0.99993806  x   0.99995098  =   0.99988905
 NL0639!UTM  15      -   0.99993806  x   1.00008050  =   1.00001856
 NL0639
 NL0639|---------------------------------------------------------------------|
 NL0639| PID    Reference Object                     Distance      Geod. Az  |
 NL0639|                                                           dddmmss.s |
 NL0639| CO3136 GALVA 2 RM 3                         16.337 METERS 08851     |
 NL0639| NL0637 GALVA                                30.565 METERS 17910     |
 NL0639| CO3135 GALVA 2 AZ MK                                      2641131.5 |
 NL0639| CO3132 GALVA AZ MK                                        2645013.3 |
 NL0639| CO3137 GALVA 2 RM 4                         20.653 METERS 27123     |
 NL0639| NL0641 HOLSTEIN MUNICIPAL TANK             APPROX.11.6 KM 2771522.2 |
 NL0639| NL0576 GALVA MUNICIPAL TANK                APPROX. 3.4 KM 3391813.9 |
 NL0639|---------------------------------------------------------------------|
 NL0639
 NL0639                          SUPERSEDED SURVEY CONTROL
 NL0639
 NL0639  NAD 83(1996)-  42 28 30.65255(N)    095 24 14.61637(W) AD(       ) 3
 NL0639  NAD 83(1986)-  42 28 30.65195(N)    095 24 14.61638(W) AD(       ) 3
 NL0639  NAD 27      -  42 28 30.70647(N)    095 24 13.62740(W) AD(       ) 3
 NL0639
 NL0639.Superseded values are not recommended for survey control.
 NL0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0639.See file dsdata.txt to determine how the superseded data were derived.
 NL0639
 NL0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH0238405338(NAD 83)
 NL0639_MARKER: DS = TRIANGULATION STATION DISK
 NL0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0639
 NL0639  HISTORY     - Date     Condition        Report By
 NL0639  HISTORY     - 1963     MONUMENTED       CGS
 NL0639
 NL0639                          STATION DESCRIPTION
 NL0639
 NL0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CJB)
 NL0639'STATION IS LOCATED ABOUT 2 AND 1/2 MILES SOUTH-SOUTHEAST OF
 NL0639'THE TOWN OF GALVA AND 3/4 MILE EAST OF THE JUNCTION OF U.S.
 NL0639'HIGHWAY 20 AND STATE HIGHWAY 328 WHICH LEADS NORTH TO THE
 NL0639'TOWN OF GALVA, 147 FEET NORTH OF THE CENTERLINE OF NEW U.S.
 NL0639'HIGHWAY 20, 12 FEET EAST OF HIGHWAY STATION 1875, 2.5 FEET
 NL0639'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 1 FOOT WEST OF A
 NL0639'NEW STEEL WITNESS POST WITH SIGN.  THE MARK PROJECTS 2 INCHES
 NL0639'AND THE DISK IS STAMPED GALVA 2 1963.
 NL0639'
 NL0639'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NL0639'AND STATE HIGHWAY 328 WHICH IS ABOUT 2 AND 1/2 MILES SOUTH
 NL0639'OF THE TOWN OF GALVA, GO EAST ON U.S. HIGHWAY 20 FOR 0.25 MILE
 NL0639'JUST PAST FARM BUILDINGS ON THE RIGHT AND THE AZIMUTH MARK ON
 NL0639'THE RIGHT AS DESCRIBED.  CONTINUE EAST ON U.S. HIGHWAY 20
 NL0639'FOR 0.4 MILE TO THE STATION ON THE LEFT OR NORTH SIDE OF THE
 NL0639'HIGHWAY AS DESCRIBED.
 NL0639'
 NL0639'REFERENCE MA RK NO. 3 IS EAST OF THE STATION, 148 FEET NORTH
 NL0639'OF THE CENTERLINE OF NEW U.S. HIGHWAY 20, AND 1 FOOT SOUTH
 NL0639'OF THE NORTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES
 NL0639'AND THE DISK IS STAMPED GALVA 2 NO 3 1963.
 NL0639'
 NL0639'REFERENCE MARK NO. 4 IS WEST OF THE STATION, 148 FEET NORTH
 NL0639'OF THE CENTERLINE OF NEW U.S. HIGHWAY 20, AND 1 FOOT SOUTH OF
 NL0639'THE NORTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES
 NL0639'AND THE DISK IS STAMPED GALVA 2 NO 4 1963.
 NL0639'
 NL0639'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 74 FEET SOUTH
 NL0639'OF THE CENTERLINE OF NEW U.S. HIGHWAY 20, 13 FEET EAST OF
 NL0639'A FENCE CORNER, 9 FEET WEST OF A POWER POLE, 5.5 FEET WEST
 NL0639'OF HIGHWAY STATION 1855, 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY
 NL0639'FENCE, AND 1 FOOT EAST OF NEW STEEL WITNESS POST.  THE MARK
 NL0639'PROJECTS 4 INCHES AND THE DISK IS STAMPED GALVA 2 1963.
 NL0639'
 NL0639'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0576 ***********************************************************************
 NL0576  DESIGNATION -  GALVA MUNICIPAL TANK
 NL0576  PID         -  NL0576
 NL0576  STATE/COUNTY-  IA/IDA
 NL0576  USGS QUAD   -  GALVA (1969)
 NL0576
 NL0576                         *CURRENT SURVEY CONTROL
 NL0576  ___________________________________________________________________
 NL0576* NAD 83(1996)-  42 30 13.03108(N)    095 25 06.88983(W)     ADJUSTED  
 NL0576* NAVD 88     -                                                        
 NL0576  ___________________________________________________________________
 NL0576  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 NL0576  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 NL0576
 NL0576  HORZ ORDER  -  THIRD
 NL0576
 NL0576.The horizontal coordinates were established by classical geodetic methods
 NL0576.and adjusted by the National Geodetic Survey in May 1999..
 NL0576
 NL0576
 NL0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0576
 NL0576.The geoid height was determined by GEOID03.
 NL0576
 NL0576;                    North         East     Units Scale Factor Converg.
 NL0576;SPC IA N     - 1,113,267.431 1,342,325.183   MT  0.99994945   -1 18 01.1
 NL0576;UTM  15      - 4,708,529.642   301,280.818   MT  1.00008588   -1 38 04.6
 NL0576
 NL0576                          SUPERSEDED SURVEY CONTROL
 NL0576
 NL0576  NAD 83(1996)-  42 30 13.03110(N)    095 25 06.88955(W) AD(       ) 4
 NL0576  NAD 83(1986)-  42 30 13.03053(N)    095 25 06.88929(W) AD(       ) 4
 NL0576  NAD 27      -  42 30 13.08200(N)    095 25 05.88200(W) AD(       ) 3
 NL0576
 NL0576.Superseded values are not recommended for survey control.
 NL0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0576.See file dsdata.txt to determine how the superseded data were derived.
 NL0576
 NL0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH0128108530(NAD 83)
 NL0576_MARKER: 53 = ELEVATED TANK
 NL0576
 NL0576  HISTORY     - Date     Condition        Report By
 NL0576  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0576
 NL0576                          STATION DESCRIPTION
 NL0576
 NL0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0576'THE STATION IS LOCATED 1 BLOCK WEST OF THE SOUTH END OF
 NL0576'MAIN STREET AND 75 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 NL0576'OF A CITY STREET IN THE SMALL TOWN OF GALVA.
 NL0576'
 NL0576'IT IS ABOUT 90 FEET HIGH, IS OF STEEL CONSTRUCTION, HAS FOUR
 NL0576'LEGS, IS PAINTED SILVER AND HAS THE WORD GALVA STENCILED
 NL0576'ON THE SIDE OF THE BOWL.  THE POINT INTERSECTED WAS THE
 NL0576'BALL ON TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0723 ***********************************************************************
 NJ0723  DESIGNATION -  GARBER
 NJ0723  PID         -  NJ0723
 NJ0723  STATE/COUNTY-  IA/CLAYTON
 NJ0723  USGS QUAD   -  COLESBURG (1980)
 NJ0723
 NJ0723                         *CURRENT SURVEY CONTROL
 NJ0723  ___________________________________________________________________
 NJ0723* NAD 83(1996)-  42 43 17.32099(N)    091 13 58.48769(W)     ADJUSTED  
 NJ0723* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 NJ0723  ___________________________________________________________________
 NJ0723  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 NJ0723  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 NJ0723
 NJ0723  HORZ ORDER  -  SECOND
 NJ0723
 NJ0723.The horizontal coordinates were established by classical geodetic methods
 NJ0723.and adjusted by the National Geodetic Survey in May 1999..
 NJ0723
 NJ0723.The orthometric height was scaled from a topographic map.
 NJ0723
 NJ0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0723
 NJ0723.The geoid height was determined by GEOID03.
 NJ0723
 NJ0723;                    North         East     Units Scale Factor Converg.
 NJ0723;SPC IA N     - 1,138,167.293 1,685,660.906   MT  0.99994581   +1 32 11.4
 NJ0723;SPC WI S     -    80,896.746   499,017.607   MT  1.00000241   -0 50 49.7
 NJ0723;SPC WI S     -   265,408.74  1,637,193.60   sFT  1.00000241   -0 50 49.7
 NJ0723;UTM  15      - 4,731,400.084   644,683.042   MT  0.99985754   +1 11 56.6
 NJ0723
 NJ0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0723!SPC IA N     -   0.99995050  x   0.99994581  =   0.99989631
 NJ0723!SPC WI S     -   0.99995050  x   1.00000241  =   0.99995291
 NJ0723!UTM  15      -   0.99995050  x   0.99985754  =   0.99980804
 NJ0723
 NJ0723|---------------------------------------------------------------------|
 NJ0723| PID    Reference Object                     Distance      Geod. Az  |
 NJ0723|                                                           dddmmss.s |
 NJ0723| CI6381 GARBER RM 2                          23.354 METERS 07728     |
 NJ0723| CI6379 GARBER AZ MK                                       1410842.3 |
 NJ0723| CI6380 GARBER RM 1                          20.544 METERS 35709     |
 NJ0723|---------------------------------------------------------------------|
 NJ0723
 NJ0723                          SUPERSEDED SURVEY CONTROL
 NJ0723
 NJ0723  NAD 83(1996)-  42 43 17.32104(N)    091 13 58.48760(W) AD(       ) 2
 NJ0723  NAD 83(1996)-  42 43 17.31057(N)    091 13 58.48363(W) AD(       ) 2
 NJ0723  NAD 83(1986)-  42 43 17.31037(N)    091 13 58.48460(W) AD(       ) 2
 NJ0723  NAD 27      -  42 43 17.34890(N)    091 13 58.01050(W) AD(       ) 2
 NJ0723
 NJ0723.Superseded values are not recommended for survey control.
 NJ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0723.See file dsdata.txt to determine how the superseded data were derived.
 NJ0723
 NJ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4468331400(NAD 83)
 NJ0723_MARKER: DS = TRIANGULATION STATION DISK
 NJ0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0723
 NJ0723  HISTORY     - Date     Condition        Report By
 NJ0723  HISTORY     - 1961     MONUMENTED       CGS
 NJ0723
 NJ0723                          STATION DESCRIPTION
 NJ0723
 NJ0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0723'THE STATION IS ON A HIGH PROMINENT HILL IN A PASTURE FIELD,
 NJ0723'ABOUT 2 MILES SOUTHEAST OF GARBER, ABOUT 4 MILES SOUTHWEST
 NJ0723'OF OSTERDOCK, ON THE PROPERTY OF MR. EDMUND FEIDT AND IS IN THE
 NJ0723'NORTHEAST 1/4 OF SECTION 7, T. 91 N., R. 3 W.  IT IS 104 FEET
 NJ0723'SOUTHEAST OF A LONE TREE, 90 FEET SOUTHWEST OF THE CENTERLINE
 NJ0723'OF A GRAVELED ROAD, 70 FEET SOUTH OF A POWER POLE, 67 FEET
 NJ0723'SOUTH OF A WITNESS POST AND 55 FEET SOUTHWEST OF A WIRE FENCE.
 NJ0723'THE MONUMENT IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED
 NJ0723'GARBER 1961.
 NJ0723'
 NJ0723'TO REACH FROM THE POST OFFICE IN GARBER, GO WEST ON A PAVED
 NJ0723'STREET FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 NJ0723'SOUTH ON A PAVED ROAD FOR 0.05 MILE TO THE END OF PAVEMENT.
 NJ0723'CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.3 MILE (CROSSING TWO
 NJ0723'BRIDGES) TO A JOGGED CROSSROAD.  CONTINUE SOUTH AND SOUTHEAST
 NJ0723'ON A GRAVELED ROAD FOR 1.4 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 NJ0723'SOUTHEAST ON THE MAIN TRAVELED, GRAVELED ROAD FOR 0.6 MILE
 NJ0723'TO A Y-FORK.  KEEP RIGHT FORK AND GO SOUTHEAST ON A GRAVELED
 NJ0723'ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 NJ0723'
 NJ0723'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 NJ0723'AND SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE
 NJ0723'RIGHT.
 NJ0723'
 NJ0723'REFERENCE MARK 1 IS 36 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NJ0723'GRAVELED ROAD, 3 FEET SOUTHEAST OF THE POWER POLE, 2 FEET WEST
 NJ0723'OF THE WITNESS POST AND 6 INCHES SOUTHWEST OF THE WIRE FENCE.
 NJ0723'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED GARBER
 NJ0723'NO 1 1961.
 NJ0723'
 NJ0723'REFERENCE MARK 2 IS 92 FEET SOUTHEAST OF THE WITNESS POST,
 NJ0723'90 FEET NORTHWEST OF A POWER POLE, 35 FEET SOUTHWEST OF THE
 NJ0723'CENTERLINE OF THE GRAVELED ROAD AND 6 INCHES SOUTHWEST OF
 NJ0723'THE WIRE FENCE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK
 NJ0723'IS STAMPED GARBER NO 2 1961.
 NJ0723'
 NJ0723'THE AZIMUTH MARK IS 33 FEET WEST OF THE CENTERLINE OF THE
 NJ0723'GRAVELED ROAD, 3 FEET NORTH OF A WITNESS POST AND 1 FOOT
 NJ0723'EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 NJ0723'DISK IS STAMPED GARBER 1961.
 NJ0723'
 NJ0723'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0686 ***********************************************************************
 MH0686  DESIGNATION -  GARDEN
 MH0686  PID         -  MH0686
 MH0686  STATE/COUNTY-  IA/BOONE
 MH0686  USGS QUAD   -  LUTHER (1976)
 MH0686
 MH0686                         *CURRENT SURVEY CONTROL
 MH0686  ___________________________________________________________________
 MH0686* NAD 83(1996)-  41 54 10.91016(N)    093 47 46.30770(W)     ADJUSTED  
 MH0686* NAVD 88     -       319.0    (meters)    1047.     (feet)  VERTCON   
 MH0686  ___________________________________________________________________
 MH0686  LAPLACE CORR-          -9.50  (seconds)                    DEFLEC99
 MH0686  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 MH0686
 MH0686  HORZ ORDER  -  FIRST
 MH0686
 MH0686.The horizontal coordinates were established by classical geodetic methods
 MH0686.and adjusted by the National Geodetic Survey in May 1999..
 MH0686
 MH0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0686
 MH0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0686
 MH0686.The geoid height was determined by GEOID03.
 MH0686
 MH0686;                    North         East     Units Scale Factor Converg.
 MH0686;SPC IA N     - 1,044,810.608 1,475,421.887   MT  1.00003373   -0 12 02.7
 MH0686;SPC IA S     -   211,379.798   475,422.137   MT  1.00002345   -0 11 42.4
 MH0686;UTM  15      - 4,639,316.378   433,960.644   MT  0.99965366   -0 31 54.4
 MH0686
 MH0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0686!SPC IA N     -   0.99995459  x   1.00003373  =   0.99998832
 MH0686!SPC IA S     -   0.99995459  x   1.00002345  =   0.99997804
 MH0686!UTM  15      -   0.99995459  x   0.99965366  =   0.99960827
 MH0686
 MH0686:                Primary Azimuth Mark                     Grid Az
 MH0686:SPC IA N     -  KELLY ATT MWV TWR                        060 56 21.0
 MH0686:SPC IA S     -  KELLY ATT MWV TWR                        060 56 00.7
 MH0686:UTM  15      -  KELLY ATT MWV TWR                        061 16 12.7
 MH0686
 MH0686|---------------------------------------------------------------------|
 MH0686| PID    Reference Object                     Distance      Geod. Az  |
 MH0686|                                                           dddmmss.s |
 MH0686| MH0670 KELLY ATT MWV TWR                   APPROX.11.2 KM 0604418.3 |
 MH0686| CL8559 GARDEN AZ MK                                       0724515.2 |
 MH0686| CL8560 GARDEN RM 1                          29.430 METERS 18541     |
 MH0686| CL8561 GARDEN RM 2                          32.492 METERS 23842     |
 MH0686| MH0696 WOODWARD EPILEPTIC FARM NEW SK      APPROX.10.1 KM 2512232.2 |
 MH0686|---------------------------------------------------------------------|
 MH0686
 MH0686                          SUPERSEDED SURVEY CONTROL
 MH0686
 MH0686  NAD 83(1986)-  41 54 10.90902(N)    093 47 46.31277(W) AD(       ) 1
 MH0686  NAD 27      -  41 54 10.95829(N)    093 47 45.50191(W) AD(       ) 1
 MH0686  NGVD 29 (07/19/86)  319.0    (m)         1047.     (f) VERT ANG       
 MH0686
 MH0686.Superseded values are not recommended for survey control.
 MH0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0686.See file dsdata.txt to determine how the superseded data were derived.
 MH0686
 MH0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG3396139316(NAD 83)
 MH0686_MARKER: DS = TRIANGULATION STATION DISK
 MH0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0686
 MH0686  HISTORY     - Date     Condition        Report By
 MH0686  HISTORY     - 1969     MONUMENTED       CGS
 MH0686  HISTORY     - 19920804 MARK NOT FOUND   USGS
 MH0686
 MH0686                          STATION DESCRIPTION
 MH0686
 MH0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 MH0686'THE STATION IS LOCATED ABOUT 10 MILES WEST OF HUXLEY, 6 MILES
 MH0686'WEST-NORTHWEST OF SLATER, 2-1/2 MILES NORTH-NORTHEAST OF MADRID,
 MH0686'IN THE SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF SECTION 19, T82N,
 MH0686'R25W AND ON PROPERTY OWNED BY MR. BEN FINCH.
 MH0686'
 MH0686'TO REACH THE STATION FROM THE POST OFFICE IN MADRID, GO NORTH
 MH0686'ON MAIN ST. FOR 0.15 MILE TO THE JUNCTION OF FIRST ST.  TURN
 MH0686'RIGHT AND GO EAST ON FIRST ST. FOR 0.35 MILE TO THE JUNCTION OF
 MH0686'STATE HIGHWAY 17.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 17
 MH0686'FOR 0.1 MILE TO THE JUNCTION OF BOONE CO. ROUTE E63.  TURN RIGHT
 MH0686'AND GO EAST ON CO. ROUTE E63 FOR 1.1 MILES TO A CROSSROAD.  TURN
 MH0686'LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 1.7 MILES TO A
 MH0686'DRIVEWAY ON THE LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS
 MH0686'POINT, CONTINUE AHEAD NORTH ON THE GRAVELED ROAD FOR 0.3 MILE
 MH0686'TO A CROSSROAD.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD
 MH0686'FOR 0.9 MILE TO THE MARK ON THE RIGHT AT THE WEST END OF A
 MH0686'GATE.) TURN LEFT AND GO WEST ON THE DRIVEWAY PASSING THROUGH TWO
 MH0686'BOARD GATES, THENCE SHARP RIGHT AFTER PASSING THROUGH THE SECOND
 MH0686'GATE AND GO NORTH PASSING TO THE RIGHT OF A SMALL WHITE
 MH0686'BUILDING FOR ABOUT 100 YARDS TO THE STATION.
 MH0686'
 MH0686'THE STATION MARK IS A STANDARD DISK STAMPED GARDEN 1969, SET IN
 MH0686'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0686'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 67 FEET
 MH0686'SOUTH OF A FENCE CORNER, 30 FEET NORTH-NORTHEAST OF THE NORTHEAST
 MH0686'CORNER OF A SMALL SHED AND 13 FEET WEST OF A FENCE.
 MH0686'
 MH0686'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GARDEN NO 1 1969,
 MH0686'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 MH0686'IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT
 MH0686'IS 38 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SHED, 23
 MH0686'FEET WEST OF A FENCE CORNER AND 2 FEET NORTH OF THE NORTHEAST
 MH0686'CORNER OF THE SMALL WHITE BUILDING.
 MH0686'
 MH0686'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GARDEN NO 2 1969,
 MH0686'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 MH0686'IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT
 MH0686'IS 82 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SMALL WHITE
 MH0686'BUILDING, 50 FEET SOUTH OF A EAST-WEST FENCE AND 6 FEET NORTHWEST
 MH0686'OF THE NORTHEAST CORNER OF A BUILDING.
 MH0686'
 MH0686'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GARDEN 1969, SET
 MH0686'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0686'DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 MH0686'40 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 22 FEET WEST
 MH0686'OF A TELEPHONE LINE POLE, 2.5 FEET EAST OF A METAL WITNESS POST
 MH0686'WITH SIGN ATTACHED AND 1 FOOT NORTH OF A FENCE.
 MH0686
 MH0686                          STATION RECOVERY (1992)
 MH0686
 MH0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (JEB)
 MH0686'THE HOUSE, SMALL SHED AND FENCE HAVE BEEN REMOVED AT THIS LOCATION,
 MH0686'ALL REFERENCES WERE MADE TO SMALL BUILDINGS AND TE CORIS.  SEARCHED
 MH0686'FOR APP 1/2 HOUR.  NO REFERENCE MARKS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0716 ***********************************************************************
 NK0716  DESIGNATION -  GARDEN CITY LARGE CHIMNEY
 NK0716  PID         -  NK0716
 NK0716  STATE/COUNTY-  IA/HARDIN
 NK0716  USGS QUAD   -  MC CALLSBURG (1975)
 NK0716
 NK0716                         *CURRENT SURVEY CONTROL
 NK0716  ___________________________________________________________________
 NK0716* NAD 83(1996)-  42 14 46.06418(N)    093 23 47.84492(W)     ADJUSTED  
 NK0716* NAVD 88     -                                                        
 NK0716  ___________________________________________________________________
 NK0716  LAPLACE CORR-         -17.35  (seconds)                    DEFLEC99
 NK0716  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 NK0716
 NK0716  HORZ ORDER  -  THIRD
 NK0716
 NK0716.The horizontal coordinates were established by classical geodetic methods
 NK0716.and adjusted by the National Geodetic Survey in May 1999..
 NK0716
 NK0716
 NK0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0716
 NK0716.The geoid height was determined by GEOID03.
 NK0716
 NK0716;                    North         East     Units Scale Factor Converg.
 NK0716;SPC IA N     - 1,082,882.325 1,508,531.491   MT  0.99997227   +0 04 12.2
 NK0716;UTM  15      - 4,677,180.369   467,279.437   MT  0.99961317   -0 15 60.0
 NK0716
 NK0716                          SUPERSEDED SURVEY CONTROL
 NK0716
 NK0716  NAD 83(1986)-  42 14 46.06631(N)    093 23 47.83948(W) AD(       ) 4
 NK0716  NAD 27      -  42 14 46.12000(N)    093 23 47.09000(W) AD(       ) 3
 NK0716
 NK0716.Superseded values are not recommended for survey control.
 NK0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0716.See file dsdata.txt to determine how the superseded data were derived.
 NK0716
 NK0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG6727977180(NAD 83)
 NK0716_MARKER: 85 = CHIMNEY
 NK0716
 NK0716  HISTORY     - Date     Condition        Report By
 NK0716  HISTORY     - 1926     FIRST OBSERVED   CGS
 NK0716
 NK0716                          STATION DESCRIPTION
 NK0716
 NK0716'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0714 ***********************************************************************
 NK0714  DESIGNATION -  GARDEN CITY N ELEV WEST GABLE
 NK0714  PID         -  NK0714
 NK0714  STATE/COUNTY-  IA/HARDIN
 NK0714  USGS QUAD   -  MC CALLSBURG (1975)
 NK0714
 NK0714                         *CURRENT SURVEY CONTROL
 NK0714  ___________________________________________________________________
 NK0714* NAD 83(1996)-  42 14 47.37800(N)    093 23 42.14067(W)     ADJUSTED  
 NK0714* NAVD 88     -                                                        
 NK0714  ___________________________________________________________________
 NK0714  LAPLACE CORR-         -17.38  (seconds)                    DEFLEC99
 NK0714  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 NK0714
 NK0714  HORZ ORDER  -  THIRD
 NK0714
 NK0714.The horizontal coordinates were established by classical geodetic methods
 NK0714.and adjusted by the National Geodetic Survey in May 1999..
 NK0714
 NK0714
 NK0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0714
 NK0714.The geoid height was determined by GEOID03.
 NK0714
 NK0714;                    North         East     Units Scale Factor Converg.
 NK0714;SPC IA N     - 1,082,923.023 1,508,662.208   MT  0.99997222   +0 04 16.1
 NK0714;UTM  15      - 4,677,220.284   467,410.343   MT  0.99961307   -0 15 56.1
 NK0714
 NK0714                          SUPERSEDED SURVEY CONTROL
 NK0714
 NK0714  NAD 83(1986)-  42 14 47.38345(N)    093 23 42.13709(W) AD(       ) 4
 NK0714  NAD 27      -  42 14 47.43600(N)    093 23 41.38800(W) AD(       ) 3
 NK0714
 NK0714.Superseded values are not recommended for survey control.
 NK0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0714.See file dsdata.txt to determine how the superseded data were derived.
 NK0714
 NK0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG6741077220(NAD 83)
 NK0714_MARKER: 81 = GABLE
 NK0714
 NK0714  HISTORY     - Date     Condition        Report By
 NK0714  HISTORY     - 1926     FIRST OBSERVED   CGS
 NK0714
 NK0714                          STATION DESCRIPTION
 NK0714
 NK0714'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0713 ***********************************************************************
 NK0713  DESIGNATION -  GARDEN CITY S ELEV WEST GABLE
 NK0713  PID         -  NK0713
 NK0713  STATE/COUNTY-  IA/HARDIN
 NK0713  USGS QUAD   -  MC CALLSBURG (1975)
 NK0713
 NK0713                         *CURRENT SURVEY CONTROL
 NK0713  ___________________________________________________________________
 NK0713* NAD 83(1996)-  42 14 41.05488(N)    093 23 42.14509(W)     ADJUSTED  
 NK0713* NAVD 88     -                                                        
 NK0713  ___________________________________________________________________
 NK0713  LAPLACE CORR-         -17.33  (seconds)                    DEFLEC99
 NK0713  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 NK0713
 NK0713  HORZ ORDER  -  THIRD
 NK0713
 NK0713.The horizontal coordinates were established by classical geodetic methods
 NK0713.and adjusted by the National Geodetic Survey in May 1999..
 NK0713
 NK0713
 NK0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0713
 NK0713.The geoid height was determined by GEOID03.
 NK0713
 NK0713;                    North         East     Units Scale Factor Converg.
 NK0713;SPC IA N     - 1,082,727.929 1,508,662.349   MT  0.99997245   +0 04 16.1
 NK0713;UTM  15      - 4,677,025.262   467,409.338   MT  0.99961307   -0 15 56.1
 NK0713
 NK0713                          SUPERSEDED SURVEY CONTROL
 NK0713
 NK0713  NAD 83(1986)-  42 14 41.06061(N)    093 23 42.14168(W) AD(       ) 4
 NK0713  NAD 27      -  42 14 41.11300(N)    093 23 41.39000(W) AD(       ) 3
 NK0713
 NK0713.Superseded values are not recommended for survey control.
 NK0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0713.See file dsdata.txt to determine how the superseded data were derived.
 NK0713
 NK0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG6740977025(NAD 83)
 NK0713_MARKER: 81 = GABLE
 NK0713
 NK0713  HISTORY     - Date     Condition        Report By
 NK0713  HISTORY     - 1926     FIRST OBSERVED   CGS
 NK0713
 NK0713                          STATION DESCRIPTION
 NK0713
 NK0713'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1140 ***********************************************************************
 OO1140  DESIGNATION -  GARDEN ET
 OO1140  PID         -  OO1140
 OO1140  STATE/COUNTY-  IA/CERRO GORDO
 OO1140  USGS QUAD   -  NORA SPRINGS (1959)
 OO1140
 OO1140                         *CURRENT SURVEY CONTROL
 OO1140  ___________________________________________________________________
 OO1140* NAD 83(1996)-  43 08 49.38650(N)    093 03 44.22873(W)     ADJUSTED  
 OO1140* NAVD 88     -       350.3    (meters)    1149.     (feet)  VERTCON   
 OO1140  ___________________________________________________________________
 OO1140  LAPLACE CORR-         -16.49  (seconds)                    DEFLEC99
 OO1140  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 OO1140
 OO1140  HORZ ORDER  -  SECOND
 OO1140
 OO1140.The horizontal coordinates were established by classical geodetic methods
 OO1140.and adjusted by the National Geodetic Survey in May 1999..
 OO1140
 OO1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1140
 OO1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1140
 OO1140.The geoid height was determined by GEOID03.
 OO1140
 OO1140;                    North         East     Units Scale Factor Converg.
 OO1140;SPC IA N     - 1,183,045.524 1,535,605.550   MT  0.99998034   +0 17 48.0
 OO1140;UTM  15      - 4,777,146.742   494,935.314   MT  0.99960032   -0 02 33.3
 OO1140
 OO1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1140!SPC IA N     -   0.99994966  x   0.99998034  =   0.99993000
 OO1140!UTM  15      -   0.99994966  x   0.99960032  =   0.99955000
 OO1140
 OO1140|---------------------------------------------------------------------|
 OO1140| PID    Reference Object                     Distance      Geod. Az  |
 OO1140|                                                           dddmmss.s |
 OO1140| CI6383 GARDEN ET RM 2                       10.441 METERS 00759     |
 OO1140| CI6033 NORA SPRINGS MUN WTR TANK                          0922845.7 |
 OO1140| CI6382 GARDEN ET RM 1                       11.565 METERS 27520     |
 OO1140|---------------------------------------------------------------------|
 OO1140
 OO1140                          SUPERSEDED SURVEY CONTROL
 OO1140
 OO1140  NAD 83(1996)-  43 08 49.38651(N)    093 03 44.22871(W) AD(       ) 2
 OO1140  NAD 83(1986)-  43 08 49.38026(N)    093 03 44.22204(W) AD(       ) 2
 OO1140  NAD 27      -  43 08 49.49920(N)    093 03 43.50255(W) AD(       ) 2
 OO1140  NGVD 29 (07/19/86)  350.3    (m)         1149.     (f) VERT ANG       
 OO1140
 OO1140.Superseded values are not recommended for survey control.
 OO1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1140.See file dsdata.txt to determine how the superseded data were derived.
 OO1140
 OO1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH9493577147(NAD 83)
 OO1140_MARKER: DD = SURVEY DISK
 OO1140_SETTING: 0 = UNSPECIFIED SETTING
 OO1140
 OO1140  HISTORY     - Date     Condition        Report By
 OO1140  HISTORY     - 1969     MONUMENTED       USGS
 OO1140
 OO1140                          STATION DESCRIPTION
 OO1140
 OO1140'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 OO1140'THE STATION IS ABOUT 3 MI W. OF NORA SPRINGS, ABOUT 300 FT S. AND
 OO1140'275 FT E. COR. OF SECS. 10, 11, 14 AND 15, T. 96 N., R. 19 W.,
 OO1140'NEAR THE SE. YARD FENCE COR. OF A FARMYARD OWNED BY WALTER
 OO1140'R. NEUBERGER.
 OO1140'
 OO1140'TO REACH FROM THE CENTER OF NORA SPRINGS GO GENERALLY W. ON
 OO1140'U.S. HWY. 18 FOR 3.0 MI TO A CROSSROADS, TURN S. FOR ABOUT 300 FT
 OO1140'TO A S. YARD FENCE E. AND THE STATION 275 FT E.
 OO1140'
 OO1140'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 OO1140'RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 OO1140'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET GARDEN 1969 IS 275 FT
 OO1140'E. CENTER N.-S. GRAVEL RD., 2.5 FT S. AND 6 FT W. OF THE SE. YARD
 OO1140'FENCE COR., 2.5 FT S. OF A USGS WITNESS POST.  THE MARK IS BURIED
 OO1140'ABOUT 20 IN. BELOW SURFACE.
 OO1140'
 OO1140'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO1140'COATED RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 OO1140'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED GARDEN NO 1 1969 IS
 OO1140'W. OF THE STATION, 1 FT N. AND 44 FT W. OF SE. YARD FENCE COR.
 OO1140'THE MARK IS FLUSH WITH THE GROUND.
 OO1140'
 OO1140'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO1140'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 OO1140'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED GARDEN NO 2 1969 IS
 OO1140'NNE. OF THE STATION, 31 FT N. AND 0.7 FT W. OF SE. YARD FENCE
 OO1140'COR.  THE MARK IS FLUSH WITH THE GROUND.
 OO1140'
 OO1140'NO AZIMUTH MARK WAS SET.
 OO1140'
 OO1140'REFERENCE AZIMUTH USED - NORA SPRINGS M.W.T.
 OO1140'
 OO1140'NORA SPRINGS M.W.T. - STATION IS THE TOP CENTER OF THE NORA SPRINGS
 OO1140'M.W.T. IN NORA SPRINGS, LOCATED ABOUT 50 FT S. AND 75 FT W. OF
 OO1140'INTERSECTION OF 3RD STREET, NW. AND N. BOULDER AVENUE.  CITY
 OO1140'COUNCILMEN ESTIMATED THE YEAR BUILT TO BE ABOUT 1920.  T. 96 N.,
 OO1140'R. 18 W., IN THE SE 1/4 OF SEC. 7.
 OO1140'
 OO1140'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0655 ***********************************************************************
 NL0655  DESIGNATION -  GARFIELD
 NL0655  PID         -  NL0655
 NL0655  STATE/COUNTY-  IA/IDA
 NL0655  USGS QUAD   -  DANBURY (1982)
 NL0655
 NL0655                         *CURRENT SURVEY CONTROL
 NL0655  ___________________________________________________________________
 NL0655* NAD 83(1996)-  42 13 32.43037(N)    095 37 49.19373(W)     ADJUSTED  
 NL0655* NAVD 88     -       449.46   (+/-2cm)    1474.6    (feet)  VERTCON   
 NL0655  ___________________________________________________________________
 NL0655  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 NL0655  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 NL0655
 NL0655  HORZ ORDER  -  SECOND
 NL0655  VERT ORDER  -  THIRD ? (See Below)
 NL0655
 NL0655.The horizontal coordinates were established by classical geodetic methods
 NL0655.and adjusted by the National Geodetic Survey in May 1999..
 NL0655
 NL0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0655.The vertical order pertains to the NGVD 29 superseded value.
 NL0655
 NL0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0655
 NL0655.The geoid height was determined by GEOID03.
 NL0655
 NL0655;                    North         East     Units Scale Factor Converg.
 NL0655;SPC IA N     - 1,082,820.997 1,324,148.433   MT  0.99997494   -1 26 37.8
 NL0655;UTM  15      - 4,678,183.051   282,926.081   MT  1.00017983   -1 46 06.3
 NL0655
 NL0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0655!SPC IA N     -   0.99993390  x   0.99997494  =   0.99990884
 NL0655!UTM  15      -   0.99993390  x   1.00017983  =   1.00011372
 NL0655
 NL0655|---------------------------------------------------------------------|
 NL0655| PID    Reference Object                     Distance      Geod. Az  |
 NL0655|                                                           dddmmss.s |
 NL0655| CO3143 GARFIELD RM 2                        17.730 METERS 00123     |
 NL0655| NL0657 GARFIELD AZ MK RESET                306.349 METERS 09348     |
 NL0655| CO3144 GARFIELD RM 3                        26.158 METERS 10030     |
 NL0655| NL0616 SCHLESWIG MUNICIPAL TANK            APPROX.17.2 KM 1121401.3 |
 NL0655| NL0658 GARFIELD 2                           54.365 METERS 17132     |
 NL0655| CO3145 GARFIELD RM 4                        21.373 METERS 25906     |
 NL0655| CO3142 GARFIELD RM 1                        22.458 METERS 26657     |
 NL0655| CO3141 GARFIELD AZ MK                                     2724804.8 |
 NL0655|---------------------------------------------------------------------|
 NL0655
 NL0655                          SUPERSEDED SURVEY CONTROL
 NL0655
 NL0655  NAD 83(1996)-  42 13 32.43036(N)    095 37 49.19485(W) AD(       ) 2
 NL0655  NAD 83(1986)-  42 13 32.43069(N)    095 37 49.19488(W) AD(       ) 2
 NL0655  NAD 27      -  42 13 32.46700(N)    095 37 48.18600(W) AD(       ) 2
 NL0655  NGVD 29 (07/19/86)  449.32   (m)         1474.1    (f) LEVELING    3  
 NL0655
 NL0655.Superseded values are not recommended for survey control.
 NL0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0655.See file dsdata.txt to determine how the superseded data were derived.
 NL0655
 NL0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG8292678183(NAD 83)
 NL0655_MARKER: DS = TRIANGULATION STATION DISK
 NL0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0655
 NL0655  HISTORY     - Date     Condition        Report By
 NL0655  HISTORY     - 1950     MONUMENTED       CGS
 NL0655  HISTORY     - 1951     GOOD             CGS
 NL0655  HISTORY     - 1976     GOOD             NGS
 NL0655
 NL0655                          STATION DESCRIPTION
 NL0655
 NL0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0655'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST-SOUTHEAST OF
 NL0655'DANBURY AND 7 MILES SOUTH-SOUTHWEST OF BATTLE CREEK.  IT IS
 NL0655'28 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 16 FEET
 NL0655'WEST-NORTHWEST OF A TELEPHONE POLE WITH A TRIANGLE BLAZE AND
 NL0655'8 FEET NORTHEAST OF THE WEST POST OF A GATE.  THE MARK IS
 NL0655'3 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 NL0655'STAMPED GARFIELD 1950.
 NL0655'
 NL0655'REFERENCE MARK NO. 1 IS 33 FEET SOUTH OF THE CENTERLINE OF THE
 NL0655'ROAD AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 3
 NL0655'INCHES AND THE DISK IS STAMPED GARFIELD NO 1 1950.
 NL0655'
 NL0655'REFERENCE MARK NO. 2 IS 31 FEET NORTH OF THE CENTERLINE
 NL0655'OF THE ROAD AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS
 NL0655'3 INCHES AND THE DISK IS STAMPED GARFIELD NO 2 1950.
 NL0655'
 NL0655'AZIMUTH MARK IS 0.3 MILE WEST-NORTHWEST OF THE STATION, 32
 NL0655'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH
 NL0655'OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NL0655'IS STAMPED GARFIELD 1950.
 NL0655'
 NL0655'TO REACH FROM THE INTERSECTION OF THE MAIN STREET AND STATE
 NL0655'HIGHWAY 175 IN BATTLE CREEK, GO EAST-NORTHEAST ON HIGHWAY
 NL0655'175 FOR 0.25 MILE TO CROSSROADS, TURN RIGHT (SOUTH) ON GRAVELED
 NL0655'ROAD 4.4 MILES TO FORK IN ROAD, KEEP RIGHT FORK STRAIGHT
 NL0655'AHEAD 2.05 MILES TO CROSSROADS, TURN RIGHT (WEST) 1.9 MILES
 NL0655'TO A FIELD ENTRANCE ON THE LEFT AND THE STATION.  THE ROAD
 NL0655'DITCH WAS FILLED IN TO MAKE THE FIELD ENTRANCE AND THE STATION
 NL0655'MARK IS ALONG THE WEST EDGE OF THE FILL.
 NL0655'
 NL0655'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.3
 NL0655'MILE TO THE TOP OF RIDGE AND THE MARK ON THE RIGHT.
 NL0655'
 NL0655'A 4 FT. SIGNAL AT MILL IS V.G.
 NL0655'
 NL0655'A 10 FT. SIGNAL AT RICKETTS IS V.G.
 NL0655'
 NL0655'AN 87 FT. SIGNAL AT GRANT IS V.G.
 NL0655'
 NL0655'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0655
 NL0655                          STATION RECOVERY (1951)
 NL0655
 NL0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLP)
 NL0655'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NL0655'IN GOOD CONDITION.  THE ROAD IS BEING IMPROVED AND THE
 NL0655'RIGHT-OF-WAY WIDENED WHICH WOULD DESTROY BOTH REFERENCE
 NL0655'MARKS AND THE AZIMUTH MARK.  REFERENCE MARKS NO. 3 AND NO.
 NL0655'4 AND A NEW AZIMUTH MARK WERE ESTABLISHED.  THE STATION MARK
 NL0655'IS ON THE WEST EDGE OF A DRIVEWAY INTO A FIELD AND SHOULD
 NL0655'NOT BE DISTURBED BECAUSE A DRIVEWAY IS REQUIRED AT THIS
 NL0655'LOCATION.  THE MARK WILL BE APPROXIMATELY 1 FOOT BELOW THE
 NL0655'SURFACE OF THE NEW DRIVEWAY.  A COMPLETE NEW DESCRIPTION
 NL0655'FOLLOWS.
 NL0655'
 NL0655'STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHWEST OF BATTLE
 NL0655'CREEK AND 4 AND 1/2 MILES EAST-SOUTHEAST OF DANBURY ON TOP
 NL0655'OF THE DIVIDE BETWEEN SOLDIER RIVER AND THE MAPLE RIVER,
 NL0655'ABOUT 200 YARDS EAST OF THE NORTHWEST CORNER OF SECTION
 NL0655'33, T. 86 N., R. 41 W., 25 FEET SOUTH OF THE CENTER OF GRADED
 NL0655'ROAD, 21 FEET NORTHWEST OF A TELEPHONE POLE WITH TRIANGULAR
 NL0655'BLAZE AND 15 FEET NORTH OF THE SOUTH RIGHT-OF-WAY ALONG
 NL0655'THE WEST EDGE OF A DRIVEWAY INTO A FIELD.  THE DISK IS
 NL0655'STAMPED GARFIELD 1950.
 NL0655'
 NL0655'REFERENCE MARK NO. 3 IS 69 FEET EAST OF A TELEPHONE POLE
 NL0655'WITH TRIANGULAR BLAZE AND 40 FEET SOUTH OF THE CENTER OF
 NL0655'GRADED ROAD ON THE SOUTH RIGHT-OF-WAY LINE.  THE MARK PROJECTS
 NL0655'1 INCH AND THE DISK IS STAMPED GARFIELD NO 3 1950.
 NL0655'
 NL0655'REFERENCE MARK NO. 4 IS 84 FEET WEST OF A TELEPHONE POLE
 NL0655'WITH TRIANGULAR BLAZE AND 40 FEET SOUTH OF THE CENTER OF GRADED
 NL0655'ROAD ON THE SOUTH RIGHT-OF-WAY LINE.  THE MARK PROJECTS
 NL0655'1 INCH AND THE DISK IS STAMPED GARFIELD NO 4 1950.
 NL0655'
 NL0655'THE AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION, 75 FEET
 NL0655'SOUTH OF THE CENTER OF GRADED ROAD, 37 FEET SOUTH OF TELEPHONE
 NL0655'POLE, 32 FEET SOUTH OF A LARGE OAK TREE, 25 FEET WEST OF THE
 NL0655'CENTER OF DRIVEWAY TO FARM BUILDINGS, 7 FEET EAST OF WIRE
 NL0655'FENCE AND 3 FEET NORTH OF ANOTHER LARGE OAK TREE.  THE MARK
 NL0655'PROJECTS 1 INCH AND THE DISK IS STAMPED GARFIELD 1950 RESET
 NL0655'1951.
 NL0655'
 NL0655'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 NL0655'AND STATE HIGHWAY 175 IN BATTLE CREEK, GO EAST-NORTHEAST
 NL0655'ON STATE HIGHWAY 175 FOR 0.25 MILE TO CROSSROADS.  TURN
 NL0655'RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 4.4 MILES TO WHERE
 NL0655'THE MAIN GRAVELED ROAD TURNS LEFT OR EAST.  CONTINUE STRAIGHT
 NL0655'AHEAD (SOUTH) FOR 2.0 MILES TO CROSSROADS.  TURN RIGHT AND
 NL0655'GO WEST FOR 1.9 MILES TO A FIELD ENTRANCE ON THE LEFT AND
 NL0655'THE STATION.
 NL0655'
 NL0655'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.2 MILE
 NL0655'TO A DRIVEWAY TO FARM BUILDINGS ON THE RIGHT AND THE AZIMUTH
 NL0655'MARK AS DESCRIBED.
 NL0655
 NL0655                          STATION RECOVERY (1976)
 NL0655
 NL0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NL0655'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK 1951
 NL0655'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD
 NL0655'CONSTRUCTION, THE STATION MARKS AND REFERENCE MARKS WILL BE
 NL0655'DESTROYED.  STATION GARFIELD 2 WAS ESTABLISHED THIS DATE.  THE
 NL0655'DISTANCES TO REFERENCE MARKS 3 AND 4 WERE CHECKED.  THE DIRECTION
 NL0655'TO REFERENCE MARK 3 MISSED THE PREVIOUS DIRECTION 36 SECONDS.
 NL0655'THE DIRECTION TO REFERENCE MARK 4 MISSED THE PREVIOUS DIRECTION 1
 NL0655'MINUTE AND 37 SECONDS.  THE ANGLE BETWEEN THE AZIMUTH MARK
 NL0655'1950 RESET 1951 AND THE SCHLESWIG, MUNICIPAL WATER TANK MISSED
 NL0655'THE PREVIOUS COMPUTED ANGLE 8.6 SECONDS.
 NL0655'
 NL0655'NOTE--SEE DESCRIPTION FOR GARFIELD 2.
 NL0655'
 NL0655'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 NL0655'ESE OF DANBURY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0592 ***********************************************************************
 OQ0592  DESIGNATION -  GARFIELD
 OQ0592  PID         -  OQ0592
 OQ0592  STATE/COUNTY-  IA/LYON
 OQ0592  USGS QUAD   -  DOON (1971)
 OQ0592
 OQ0592                         *CURRENT SURVEY CONTROL
 OQ0592  ___________________________________________________________________
 OQ0592* NAD 83(1996)-  43 19 13.69521(N)    096 10 35.47469(W)     ADJUSTED  
 OQ0592* NAVD 88     -       429.8    (meters)    1410.     (feet)  GPS OBS   
 OQ0592  ___________________________________________________________________
 OQ0592  X           -    -500,075.866 (meters)                     COMP
 OQ0592  Y           -  -4,620,912.433 (meters)                     COMP
 OQ0592  Z           -   4,353,748.756 (meters)                     COMP
 OQ0592  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 OQ0592  ELLIP HEIGHT-         403.25  (meters)          (06/15/04) GPS OBS
 OQ0592  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 OQ0592
 OQ0592  HORZ ORDER  -  B
 OQ0592  ELLP ORDER  -  FOURTH    CLASS I
 OQ0592
 OQ0592.The horizontal coordinates were established by GPS observations
 OQ0592.and adjusted by the National Geodetic Survey in August 1997..
 OQ0592
 OQ0592.The orthometric height was determined by GPS observations and a
 OQ0592.high-resolution geoid model.
 OQ0592
 OQ0592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0592
 OQ0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0592
 OQ0592.The ellipsoidal height was determined by GPS observations
 OQ0592.and is referenced to NAD 83.
 OQ0592
 OQ0592.The geoid height was determined by GEOID03.
 OQ0592
 OQ0592;                    North         East     Units Scale Factor Converg.
 OQ0592;SPC IA N     - 1,205,656.232 1,282,925.616   MT  1.00001027   -1 48 50.4
 OQ0592;UTM  14      - 4,800,275.365   728,943.056   MT  1.00024481   +1 56 16.7
 OQ0592
 OQ0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0592!SPC IA N     -   0.99993677  x   1.00001027  =   0.99994704
 OQ0592!UTM  14      -   0.99993677  x   1.00024481  =   1.00018156
 OQ0592
 OQ0592|---------------------------------------------------------------------|
 OQ0592| PID    Reference Object                     Distance      Geod. Az  |
 OQ0592|                                                           dddmmss.s |
 OQ0592| CO3139 GARFIELD RM 1                        18.358 METERS 00223     |
 OQ0592| CO3140 GARFIELD RM 2                        14.021 METERS 17852     |
 OQ0592| CO3138 GARFIELD AZ MK                                     3590646.4 |
 OQ0592|---------------------------------------------------------------------|
 OQ0592
 OQ0592                          SUPERSEDED SURVEY CONTROL
 OQ0592
 OQ0592  ELLIP H (08/25/97)  403.26   (m)                       GP(       ) 4 1
 OQ0592  NAD 83(1996)-  43 19 13.69352(N)    096 10 35.46530(W) AD(       ) 3
 OQ0592  NAD 83(1986)-  43 19 13.69657(N)    096 10 35.46360(W) AD(       ) 3
 OQ0592  NAD 27      -  43 19 13.77000(N)    096 10 34.38500(W) AD(       ) 3
 OQ0592  NAVD 88 (01/17/03)  429.81   (m)         1410.1    (f) LEVELING    3  
 OQ0592  NGVD 29 (07/09/90)  429.6    (m)         1409.     (f) GPS OBS        
 OQ0592
 OQ0592.Superseded values are not recommended for survey control.
 OQ0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0592.See file dsdata.txt to determine how the superseded data were derived.
 OQ0592
 OQ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2894300275(NAD 83)
 OQ0592_MARKER: DH = HORIZONTAL CONTROL DISK
 OQ0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0592_SP_SET: CONCRETE POST
 OQ0592_STAMPING: GARFIELD 1949
 OQ0592_MARK LOGO: CGS   
 OQ0592_PROJECTION: FLUSH
 OQ0592_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OQ0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0592+STABILITY: SURFACE MOTION
 OQ0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0592+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 OQ0592
 OQ0592  HISTORY     - Date     Condition        Report By
 OQ0592  HISTORY     - 1949     MONUMENTED       CGS
 OQ0592  HISTORY     - 1949     GOOD             CGS
 OQ0592  HISTORY     - 19890601 GOOD             NGS
 OQ0592  HISTORY     - 19960805 GOOD             IADT
 OQ0592  HISTORY     - 19961020 GOOD             MNDT
 OQ0592  HISTORY     - 20020401 GOOD             MNDT
 OQ0592  HISTORY     - 20041005 GOOD             MNDT
 OQ0592  HISTORY     - 20051116 GOOD             MNDT
 OQ0592
 OQ0592                          STATION DESCRIPTION
 OQ0592
 OQ0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0592'STATION IS LOCATED ABOUT 8 MILES SOUTH OF ROCK RAPIDS ON THE
 OQ0592'RIGHT OF WAY OF U.S. HIGHWAY 75.  STATION IS 62 FEET EAST OF THE
 OQ0592'CENTERLINE OF HIGHWAY, 6 FEET SOUTHWEST OF WITNESS POST AND 3 FEET
 OQ0592'WEST OF FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 OQ0592'IS STAMPED GARFIELD 1949.
 OQ0592'
 OQ0592'REFERENCE MARK NO. 1 IS 64 FEET EAST OF THE CENTERLINE OF
 OQ0592'HIGHWAY AND 0.5 FOOT WEST OF FENCE.  THE MARK IS FLUSH WITH THE
 OQ0592'GROUND AND THE DISK IS STAMPED GARFIELD NO 1 1949.
 OQ0592'
 OQ0592'REFERENCE MARK NO. 2 IS 64 FEET EAST OF THE CENTERLINE OF HIGHWAY
 OQ0592'AND 1.0 FOOT WEST OF FENCE.  THE MARK IS FLUSH WITH THE GROUND AND
 OQ0592'THE DISK IS STAMPED GARFIELD NO 2 1949.
 OQ0592'
 OQ0592'AZIMUTH MARK IS 50 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 OQ0592'75, 37 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL
 OQ0592'ROAD, 5.5 FEET NORTH OF WITNESS POST AND 1.5 FEET SOUTHEAST OF
 OQ0592'FENCECORNER.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 OQ0592'STAMPED GARFIELD 1949.
 OQ0592'
 OQ0592'TO REACH FROM THE CAUTION LIGHT AT THE JUNCTION OF U.S. HIGHWAY
 OQ0592'75 AND STATE HIGHWAY 9 IN ROCK RAPIDS GO SOUTH ON U.S. HIGHWAY
 OQ0592'75 FOR 7.05 MILES TO CROSSROADS AND AZIMUTH MARK IN SOUTHWEST
 OQ0592'CORNER ON THE RIGHT SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE SOUTH
 OQ0592'FOR 0.7 MILE TO TOP OF RISE AND STATION ON LEFT OR EAST SIDE OF
 OQ0592'HIGHWAY AS DESCRIBED.
 OQ0592'
 OQ0592'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OQ0592
 OQ0592                          STATION RECOVERY (1949)
 OQ0592
 OQ0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 OQ0592'RECOVERED IN GOOD CONDITION.
 OQ0592
 OQ0592                          STATION RECOVERY (1989)
 OQ0592
 OQ0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OQ0592'THE STATION IS LOCATED ABOUT 12.5 KM (7.75 MI) SOUTH OF ROCK RAPIDS,
 OQ0592'ALONG THE EAST SIDE OF US HIGHWAY 75 ON TOP OF A LOW CUT BANK AND AT
 OQ0592'THE EDGE OF A CUTIVATED FIELD.  OWNERSHIP--DEPARTMENT OF
 OQ0592'TRANSPORTATION, 800 LINCOLN WAY, AMES, IA 50010, PHONE (515) 239-1101.
 OQ0592'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75 AND STATE
 OQ0592'HIGHWAY 9 IN ROCK RAPIDS, GO SOUTH ON US HIGHWAY 75 FOR 12.55 KM
 OQ0592'(7.80 MI) TO THE STATION ON THE LEFT.
 OQ0592'THE STATION IS A STANDARD CGS HORIZONTAL STATION MARK DISK ABOUT FLUSH
 OQ0592'WITH THE GROUND.  LOCATED 1.1 KM (0.70 MI) SOUTH OF THE INTERSECTION
 OQ0592'OF A GRAVEL ROAD, 45.6 M (149.6 FT) NORTH OF HIGHWAY SURVEY STATION
 OQ0592'1230 (A 6-INCH WOODEN POST PROJECTING 12-INCHES ABOVE THE GROUND),
 OQ0592'19.1 M (62.7 FT) EAST OF THE CENTER OF THE HIGHWAY AND 0.7 M (2.3 FT)
 OQ0592'WEST OF A FIBERGLASS WITNESS POST.
 OQ0592'DESCRIBED BY M. L. MCCREADY.
 OQ0592
 OQ0592                          STATION RECOVERY (1996)
 OQ0592
 OQ0592'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 OQ0592'RECOVERED AS DESCRIBED BY IOWA DOT.  LOCATED IN THE NORTHWEST QUARTER
 OQ0592'OF SECTION 9, T 98 N, R 45 W.  A PINK STATE HARN SURVEY SIGN WAS SET
 OQ0592'0.6 M (2.0 FT) EAST OF THE MONUMENT.
 OQ0592
 OQ0592                          STATION RECOVERY (1996)
 OQ0592
 OQ0592'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OQ0592'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  RM 1
 OQ0592'AND RM 2 WERE NOT SEARCHED FOR AT THIS TIME.
 OQ0592
 OQ0592                          STATION RECOVERY (2002)
 OQ0592
 OQ0592'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 OQ0592'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 OQ0592
 OQ0592                          STATION RECOVERY (2004)
 OQ0592
 OQ0592'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OQ0592'8 MILES SOUTH OF ROCK RAPIDS IA, 7.75 MILES SOUTH ALONG TRUNK HIGHWAY
 OQ0592'75 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 9 IN
 OQ0592'ROCK RAPIDS, 62 FEET EAST OF TRUNK HIGHWAY 75, 3 FEET WEST OF FENCE,
 OQ0592'6.0 FEET SOUTHWEST OF WITNESS POST, 60.23 FEET SOUTH OF REFERENCE MARK
 OQ0592'1, 46.00 FEET NORTH OF REFERENCE MARK 2
 OQ0592
 OQ0592                          STATION RECOVERY (2005)
 OQ0592
 OQ0592'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 OQ0592'8 MILES SOUTH OF ROCK RAPIDS IA, 7.75 MILES SOUTH ALONG TRUNK HIGHWAY
 OQ0592'75 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 9 IN
 OQ0592'ROCK RAPIDS, 62 FEET EAST OF TRUNK HIGHWAY 75, 3 FEET WEST OF FENCE,
 OQ0592'2.5 FEET SOUTHWEST OF WITNESS POST, 60.23 FEET SOUTH OF REFERENCE MARK
 OQ0592'1, 46.00 FEET NORTH OF REFERENCE MARK 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0658 ***********************************************************************
 NL0658  DESIGNATION -  GARFIELD 2
 NL0658  PID         -  NL0658
 NL0658  STATE/COUNTY-  IA/IDA
 NL0658  USGS QUAD   -  DANBURY (1982)
 NL0658
 NL0658                         *CURRENT SURVEY CONTROL
 NL0658  ___________________________________________________________________
 NL0658* NAD 83(1996)-  42 13 30.68759(N)    095 37 48.84497(W)     ADJUSTED  
 NL0658* NAVD 88     -       449.1    (meters)    1473.     (feet)  VERTCON   
 NL0658  ___________________________________________________________________
 NL0658  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 NL0658  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 NL0658
 NL0658  HORZ ORDER  -  THIRD
 NL0658
 NL0658.The horizontal coordinates were established by classical geodetic methods
 NL0658.and adjusted by the National Geodetic Survey in May 1999..
 NL0658.No horizontal observational check was made to the station.
 NL0658
 NL0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0658
 NL0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0658
 NL0658.The geoid height was determined by GEOID03.
 NL0658
 NL0658;                    North         East     Units Scale Factor Converg.
 NL0658;SPC IA N     - 1,082,767.041 1,324,155.073   MT  0.99997500   -1 26 37.5
 NL0658;UTM  15      - 4,678,129.047   282,932.417   MT  1.00017979   -1 46 06.0
 NL0658
 NL0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0658!SPC IA N     -   0.99993395  x   0.99997500  =   0.99990895
 NL0658!UTM  15      -   0.99993395  x   1.00017979  =   1.00011373
 NL0658
 NL0658|---------------------------------------------------------------------|
 NL0658| PID    Reference Object                     Distance      Geod. Az  |
 NL0658|                                                           dddmmss.s |
 NL0658| CO3146 GARFIELD 2 RM 5                      67.967 METERS 05129     |
 NL0658| NL0657 GARFIELD AZ MK RESET                299.559 METERS 08335     |
 NL0658| NL0655 GARFIELD                             54.365 METERS 35132     |
 NL0658|---------------------------------------------------------------------|
 NL0658
 NL0658                          SUPERSEDED SURVEY CONTROL
 NL0658
 NL0658  NAD 83(1996)-  42 13 30.68758(N)    095 37 48.84608(W) AD(       ) 3
 NL0658  NAD 83(1986)-  42 13 30.68789(N)    095 37 48.84611(W) AD(       ) 3
 NL0658  NAD 27      -  42 13 30.72421(N)    095 37 47.83722(W) AD(       ) 3
 NL0658  NGVD 29 (07/19/86)  449.0    (m)         1473.     (f) VERT ANG       
 NL0658
 NL0658.Superseded values are not recommended for survey control.
 NL0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0658.See file dsdata.txt to determine how the superseded data were derived.
 NL0658
 NL0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG8293278129(NAD 83)
 NL0658_MARKER: DS = TRIANGULATION STATION DISK
 NL0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0658_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0658
 NL0658  HISTORY     - Date     Condition        Report By
 NL0658  HISTORY     - 1976     MONUMENTED       NGS
 NL0658
 NL0658                          STATION DESCRIPTION
 NL0658
 NL0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NL0658'THE STATION IS LOCATED ABOUT 4.5 MILES EAST-SOUTHEAST OF DANBURY
 NL0658'AND 7.0 MILES SOUTH-SOUTHWEST OF BATTLE CREEK, ON A HILL IN A
 NL0658'FIELD UNDER-CULTIVATION OWNED BY MRS. ELISA SMITH, WOLBACK,
 NL0658'NEBRASKA AND LEASED BY MR. RAYMOND A. SCOTT, DANBURY, IOWA 51019
 NL0658'AND LIVES AT FARM ABOUT 0.2 MILE EAST OF THE STATION SITE.
 NL0658'
 NL0658'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 NL0658'STATE HIGHWAY 175 IN BATTLE CREEK, GO EAST-NORTHEAST ON HIGHWAY
 NL0658'175 FOR 0.25 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A
 NL0658'GRAVELED ROAD FOR 4.4 MILES TO WHERE THE MAIN GRAVELED ROAD TURNS
 NL0658'LEFT, EAST.  CONTINUE STRAIGHT AHEAD, SOUTH, FOR 2.0 MILES TO A
 NL0658'CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.9
 NL0658'MILES TO TOP OF HILL AND THE STATION ON THE LEFT.
 NL0658'
 NL0658'THE STATION MARKS ARE STANDARD DISKS STAMPED GARFIELD 2 1976.  THE
 NL0658'SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 NL0658'THAT IS 20 INCHES BELOW THE GROUND SURFACE.  IT IS 201 FEET SOUTH
 NL0658'OF THE CENTER OF THE EAST-WEST COUNTY ROAD.  THE UNDERGROUND DISK
 NL0658'IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 NL0658'GROUND SURFACE.
 NL0658'
 NL0658'REFERENCE MARK 5 IS A 4 INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 NL0658'GARFIELD 2 NO 5 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 NL0658'60 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 1 FOOT WEST OF
 NL0658'A METAL WITNESS POST AND ON THE EAST SLOPE OF THE HILL.
 NL0658'
 NL0658'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GARFIELD 1950 RESET
 NL0658'1951, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS
 NL0658'FLUSH WITH THE GROUND SURFACE.  IT IS 34.5 FEET SOUTH-SOUTHEAST OF
 NL0658'A CORNER FENCE POST, 19 FEET WEST OF THE CENTER OF A GRAVELED
 NL0658'DRIVEWAY AND 6 FEET EAST OF A NORTH-SOUTH FENCELINE.
 NL0658'
 NL0658'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 NL0658'GRAVELED ROAD FOR 0.2 MILE TO DRIVEWAY TO FARM HOME ON THE RIGHT
 NL0658'AND THE AZIMUTH MARK ON THE RIGHT.
 NL0658'
 NL0658'NOTE--AN ADDITIONAL REFERENCE MARK WILL BE SET AT A LATER DATE,
 NL0658'DUE TO CONSTRUCTION OF ROAD THIS DATE.
 NL0658'
 NL0658'NEAREST TOWN--DANBURY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0657 ***********************************************************************
 NL0657  DESIGNATION -  GARFIELD AZ MK RESET
 NL0657  PID         -  NL0657
 NL0657  STATE/COUNTY-  IA/IDA
 NL0657  USGS QUAD   -  DANBURY (1982)
 NL0657
 NL0657                         *CURRENT SURVEY CONTROL
 NL0657  ___________________________________________________________________
 NL0657* NAD 83(1996)-  42 13 31.77317(N)    095 37 35.86436(W)     ADJUSTED  
 NL0657* NAVD 88     -       446.6    (meters)    1465.     (feet)  VERTCON   
 NL0657  ___________________________________________________________________
 NL0657  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 NL0657  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 NL0657
 NL0657  HORZ ORDER  -  THIRD
 NL0657
 NL0657.The horizontal coordinates were established by classical geodetic methods
 NL0657.and adjusted by the National Geodetic Survey in May 1999..
 NL0657.No horizontal observational check was made to the station.
 NL0657
 NL0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0657
 NL0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0657
 NL0657.The geoid height was determined by GEOID03.
 NL0657
 NL0657;                    North         East     Units Scale Factor Converg.
 NL0657;SPC IA N     - 1,082,793.031 1,324,453.495   MT  0.99997496   -1 26 28.7
 NL0657;UTM  15      - 4,678,153.351   283,231.043   MT  1.00017820   -1 45 57.3
 NL0657
 NL0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0657!SPC IA N     -   0.99993434  x   0.99997496  =   0.99990931
 NL0657!UTM  15      -   0.99993434  x   1.00017820  =   1.00011253
 NL0657
 NL0657|---------------------------------------------------------------------|
 NL0657| PID    Reference Object                     Distance      Geod. Az  |
 NL0657|                                                           dddmmss.s |
 NL0657| NL0658 GARFIELD 2                          299.559 METERS 26335     |
 NL0657| NL0655 GARFIELD                            306.349 METERS 27348     |
 NL0657|---------------------------------------------------------------------|
 NL0657
 NL0657                          SUPERSEDED SURVEY CONTROL
 NL0657
 NL0657  NAD 83(1996)-  42 13 31.77316(N)    095 37 35.86548(W) AD(       ) 3
 NL0657  NAD 83(1986)-  42 13 31.77349(N)    095 37 35.86550(W) AD(       ) 3
 NL0657  NAD 27      -  42 13 31.80991(N)    095 37 34.85704(W) AD(       ) 3
 NL0657  NGVD 29 (07/19/86)  446.5    (m)         1465.     (f) VERT ANG       
 NL0657
 NL0657.Superseded values are not recommended for survey control.
 NL0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0657.See file dsdata.txt to determine how the superseded data were derived.
 NL0657
 NL0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG8323178153(NAD 83)
 NL0657_MARKER: DZ = AZIMUTH MARK DISK
 NL0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0657_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0657+STABILITY: SURFACE MOTION
 NL0657
 NL0657  HISTORY     - Date     Condition        Report By
 NL0657  HISTORY     - 1976     MONUMENTED       NGS
 NL0657
 NL0657                          STATION DESCRIPTION
 NL0657
 NL0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NL0657'THE STATION IS LOCATED ABOUT 4.5 MILES EAST-SOUTHEAST OF DANBURY
 NL0657'AND 7.0 MILES SOUTH-SOUTHWEST OF BATTLE CREEK, ON A HILL IN A
 NL0657'FIELD UNDER-CULTIVATION OWNED BY MRS. ELISA SMITH, WOLBACK,
 NL0657'NEBRASKA AND LEASED BY MR. RAYMOND A. SCOTT, DANBURY, IOWA 51019
 NL0657'AND LIVES AT FARM ABOUT 0.2 MILE EAST OF THE STATION SITE.
 NL0657'
 NL0657'TO REACH GARFIELD 2 FROM THE INTERSECTION OF MAIN STREET AND STATE
 NL0657'HIGHWAY 175 IN BATTLE CREEK, GO EAST-NORTHEAST ON HIGHWAY 175
 NL0657'FOR 0.25 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A
 NL0657'GRAVELED ROAD FOR 4.4 MILES TO WHERE THE MAIN GRAVELED ROAD TURNS
 NL0657'LEFT, EAST.  CONTINUE STRAIGHT AHEAD, SOUTH, FOR 2.0 MILES TO
 NL0657'A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 NL0657'FOR 1.9 MILES TO TOP OF HILL AND THE STATION ON THE LEFT.
 NL0657'
 NL0657'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GARFIELD 1950 RESET
 NL0657'1951, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 NL0657'WITH THE GROUND SURFACE.  IT IS 34.5 FEET SOUTH-SOUTHEAST OF A
 NL0657'CORNER FENCE POST, 19 FEET WEST OF THE CENTER OF A GRAVELED DRIVEWAY
 NL0657'AND 6 FEET EAST OF A NORTH-SOUTH FENCELINE.
 NL0657'
 NL0657'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 NL0657'ROAD FOR 0.2 MILE TO DRIVEWAY TO FARM HOME ON THE RIGHT AND THE
 NL0657'AZIMUTH MARK ON THE RIGHT.
 NL0657'
 NL0657'NEAREST TOWN--DANBURY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0738 ***********************************************************************
 NJ0738  DESIGNATION -  GARNAVILLO
 NJ0738  PID         -  NJ0738
 NJ0738  STATE/COUNTY-  IA/CLAYTON
 NJ0738  USGS QUAD   -  FARMERSBURG (1965)
 NJ0738
 NJ0738                         *CURRENT SURVEY CONTROL
 NJ0738  ___________________________________________________________________
 NJ0738* NAD 83(1996)-  42 53 31.00192(N)    091 15 41.82825(W)     ADJUSTED  
 NJ0738* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 NJ0738  ___________________________________________________________________
 NJ0738  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 NJ0738  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 NJ0738
 NJ0738  HORZ ORDER  -  FIRST
 NJ0738
 NJ0738.The horizontal coordinates were established by classical geodetic methods
 NJ0738.and adjusted by the National Geodetic Survey in May 1999..
 NJ0738
 NJ0738.The orthometric height was scaled from a topographic map.
 NJ0738
 NJ0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0738
 NJ0738.The geoid height was determined by GEOID03.
 NJ0738
 NJ0738;                    North         East     Units Scale Factor Converg.
 NJ0738;SPC IA N     - 1,157,034.036 1,682,809.311   MT  0.99995301   +1 31 01.4
 NJ0738;SPC WI S     -    99,866.483   496,953.122   MT  0.99997180   -0 52 00.7
 NJ0738;SPC WI S     -   327,645.29  1,630,420.37   sFT  0.99997180   -0 52 00.7
 NJ0738;UTM  15      - 4,750,281.391   641,942.252   MT  0.99984787   +1 11 00.1
 NJ0738
 NJ0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0738!SPC IA N     -   0.99995190  x   0.99995301  =   0.99990491
 NJ0738!SPC WI S     -   0.99995190  x   0.99997180  =   0.99992370
 NJ0738!UTM  15      -   0.99995190  x   0.99984787  =   0.99979978
 NJ0738
 NJ0738:                Primary Azimuth Mark                     Grid Az
 NJ0738:SPC IA N     -  WHITE CHURCH SPIRE                       036 34 56.9
 NJ0738:SPC WI S     -  WHITE CHURCH SPIRE                       038 57 59.0
 NJ0738:UTM  15      -  WHITE CHURCH SPIRE                       036 54 58.2
 NJ0738
 NJ0738|---------------------------------------------------------------------|
 NJ0738| PID    Reference Object                     Distance      Geod. Az  |
 NJ0738|                                                           dddmmss.s |
 NJ0738| NJ0704 WHITE CHURCH SPIRE                  APPROX.11.3 KM 0380558.3 |
 NJ0738| CI6385 GARNAVILLO RM 1                      17.220 METERS 06643     |
 NJ0738| NJ0697 GARNAVILLO MUNICIPAL TANK           APPROX. 3.4 KM 1394811.4 |
 NJ0738| NJ0702 GARNAVILLO ST PETER EV LUTH CH      APPROX. 3.2 KM 1441849.8 |
 NJ0738| NJ0701 GARNAVILLO ST PAULS EV LUTH CH      APPROX. 3.4 KM 1454336.9 |
 NJ0738| CI6384 GARNAVILLO AZ MK                                   2103045.8 |
 NJ0738| CI6386 GARNAVILLO RM 2                      38.860 METERS 27016     |
 NJ0738| ON0834 MONONA WATER TANK                   APPROX.20.8 KM 3294501.7 |
 NJ0738|---------------------------------------------------------------------|
 NJ0738
 NJ0738                          SUPERSEDED SURVEY CONTROL
 NJ0738
 NJ0738  NAD 83(1996)-  42 53 31.00190(N)    091 15 41.82819(W) AD(       ) 1
 NJ0738  NAD 83(1996)-  42 53 30.99430(N)    091 15 41.82637(W) AD(       ) 1
 NJ0738  NAD 83(1986)-  42 53 30.99315(N)    091 15 41.82687(W) AD(       ) 1
 NJ0738  NAD 27      -  42 53 31.03640(N)    091 15 41.35770(W) AD(       ) 1
 NJ0738
 NJ0738.Superseded values are not recommended for survey control.
 NJ0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0738.See file dsdata.txt to determine how the superseded data were derived.
 NJ0738
 NJ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4194250281(NAD 83)
 NJ0738_MARKER: DS = TRIANGULATION STATION DISK
 NJ0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0738
 NJ0738  HISTORY     - Date     Condition        Report By
 NJ0738  HISTORY     - 1931     MONUMENTED       CGS
 NJ0738  HISTORY     - 1934     GOOD             IAGS
 NJ0738  HISTORY     - 1960     GOOD             USGS
 NJ0738  HISTORY     - 1961     SEE DESCRIPTION  CGS
 NJ0738  HISTORY     - 1964     MARK NOT FOUND   USGS
 NJ0738  HISTORY     - 1965     GOOD             CGS
 NJ0738
 NJ0738                          STATION DESCRIPTION
 NJ0738
 NJ0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 NJ0738'ABOUT 2 MILES NORTHWEST OF THE TOWN OF GARNAVILLO ON THE
 NJ0738'RIGHT-OF-WAY OF A TOWNSHIP ROAD.
 NJ0738'
 NJ0738'REACHED BY ROUTE 55 TO GARNAVILLO THENCE NORTH 1.6 MILES ON THIS
 NJ0738'ROAD TO A LITTLE-TRAVELED DIRT ROAD LEADING WEST WHICH IS 0.6
 NJ0738'MILE NORTH OF THE JUNCTION WITH GRAVEL STATE HIGHWAY 128, TURN
 NJ0738'WEST ON DIRT ROAD AND FOLLOW LINE 0.6 MILE TO STATION.
 NJ0738'
 NJ0738'STATION IS APPROXIMATELY 0.6 MILE WEST OF THE HIGHWAY ON SOUTH
 NJ0738'SIDE OF DIRT ROAD IN EAST-AND-WEST FENCE LINE, 7.9 METERS
 NJ0738'SOUTH OF CENTERLINE OF EAST AND WEST ROAD, 60.15 METERS EAST
 NJ0738'OF A 5-FOOT BUTT WILLOW TREE.
 NJ0738'
 NJ0738'REFERENCE MARK NO. 1 IS 17.22 METERS NORTH OF THE STATION IN
 NJ0738'THE EAST-AND-WEST FENCE LINE ON THE NORTH SIDE OF ROAD, 9.4
 NJ0738'METERS NORTH OF CENTERLINE OF EAST-AND-WEST ROAD.
 NJ0738'
 NJ0738'REFERENCE MARK NO. 2 IS 38.86 METERS WEST OF STATION IN THE
 NJ0738'EAST-AND-WEST FENCE LINE, 8.2 METERS SOUTH OF THE CENTERLINE OF
 NJ0738'EAST-AND-WEST ROAD, AND 21.3 METERS EAST OF 5-FOOT BUTT WILLOW
 NJ0738'TREE.
 NJ0738'
 NJ0738'HEIGHT OF SIGNAL ABOVE STATION MARK - 26 METERS.
 NJ0738
 NJ0738                          STATION RECOVERY (1934)
 NJ0738
 NJ0738'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 NJ0738'ORIGINAL DESCRIPTION O.K.
 NJ0738
 NJ0738                          STATION RECOVERY (1960)
 NJ0738
 NJ0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 NJ0738'STATION WAS RECOVERED IN GOOD CONDITION.
 NJ0738'
 NJ0738'GARNAVILLO, 1.9 MILES NW OF ALONG U.S. HIGHWAY NO. 52 TO GRAVEL
 NJ0738'ROAD E., THENCE 0.65 MILES WEST ALONG FENCE.  NEAR S 1/4 CORNER
 NJ0738'OF SECTION 1, T. 93 NORTH., R 4 W.  1 FT S OF E-W FENCE AND
 NJ0738'257 FT W OF T-FENCE N.  IN CONCRETE POST.  A STANDARD
 NJ0738'TRIANGULATION DISK STAMPED GARNAVILLO 1931.
 NJ0738'
 NJ0738'NOTE--LISTED AZIMUTH TO ST. PAULS LUTHERAN CHURCH SPIRE IS
 NJ0738'325 43 37.1, BUT AZIMUTH BY 2ND ORDER OBSERVATION IS 325 48 30.7.
 NJ0738
 NJ0738                          STATION RECOVERY (1961)
 NJ0738
 NJ0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0738'THE UNDERGROUND STATION MARK WAS RECOVERED.  THE SURFACE STATION
 NJ0738'MARK AND REFERENCE MARK 1 WERE MOVED IN 1940 BY CLAYTON COUNTY
 NJ0738'HIGHWAY ENGINEERS AND REFERENCE MARK 2 WAS DESTROYED.  A NEW
 NJ0738'SURFACE MARK WAS ESTABLISHED AT THIS TIME.
 NJ0738'
 NJ0738'A COMPLETE NEW DESCRIPTION FOLLOWS--
 NJ0738'
 NJ0738'THE STATION IS ABOUT 7 MILES EAST AND 2-1/2 MILES NORTH OF
 NJ0738'ELKADER, ABOUT 1-1/2 MILES NORTH AND 1 MILE WEST OF GARNAVILLO,
 NJ0738'ABOUT 1/2 MILE WEST OF U.S. HIGHWAY 52, ABOUT 1/2 MILE NORTH
 NJ0738'OF STATE HIGHWAY 128, IN THE NORTHWEST 1/4 OF SEC. 12, T. 93 N.,
 NJ0738'R. 4 W., AND ON THE PROPERTY OF MR. L.B. KRAMER.  IT IS 101 FEET
 NJ0738'SOUTH OF A T-FENCE CORNER, 27 FEET SOUTH OF A WIRE FENCE AND
 NJ0738'27 FEET SOUTH OF A WITNESS POST.  THE MONUMENT IS 12 INCHES
 NJ0738'BELOW THE GROUND SURFACE AND THE DISK IS STAMPED GARNAVILLO 1931
 NJ0738'1961.
 NJ0738'
 NJ0738'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY
 NJ0738'128 ABOUT 1 MILE NORTH OF GARNAVILLO, GO WEST ON STATE HIGHWAY
 NJ0738'128 FOR 1.15 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 NJ0738'AHEAD WEST ON HIGHWAY 128 FOR 0.15 MILE TO A CROSSROAD.  TURN
 NJ0738'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.5 MILE TO A FIELD
 NJ0738'ENTRANCE ON THE RIGHT.  TURN RIGHT, PASS THROUGH A GATE, AND
 NJ0738'GO EAST ALONG THE SOUTH SIDE OF A WIRE FENCE FOR ABOUT 0.5
 NJ0738'MILE TO THE TOP OF A KNOLL AND THE STATION.
 NJ0738'
 NJ0738'REFERENCE MARK 1 IS 60 FEET EAST OF THE WITNESS POST, 156 FEET
 NJ0738'EAST OF THE T-FENCE CORNER AND 1 FOOT SOUTH OF THE WIRE FENCE.
 NJ0738'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GARNAVILLO
 NJ0738'NO 1 1931.
 NJ0738'
 NJ0738'**GARNAVILLO 2 IS 96 FEET EAST OF THE T-FENCE CORNER, 2 FEET
 NJ0738'EAST OF A WITNESS POST AND 1 FOOT SOUTH OF THE WIRE FENCE.  THE
 NJ0738'MONUMENT IS FLUSH AND THE DISK IS STAMPED GARNAVILLO 1931.
 NJ0738'
 NJ0738'THE AZIMUTH MARK IS 59 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 NJ0738'128, 2 FEET EAST OF A POWER POLE, 1 FOOT NORTH OF A WIRE FENCE
 NJ0738'AND 1 FOOT WEST OF A WITNESS POST.  THE MONUMENT PROJECTS 4
 NJ0738'INCHES AND THE DISK IS STAMPED GARNAVILLO 1931 1961.
 NJ0738'
 NJ0738'**OFFICE NOTE--POSITION NOT LISTED, USED AS A REFERENCE MARK.
 NJ0738'THE POSITION LISTED IS FOR MARK STAMPED GARNAVILLO 1931 1961
 NJ0738'IN ORIGINAL LOCATION.
 NJ0738'
 NJ0738'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NJ0738
 NJ0738                          STATION RECOVERY (1964)
 NJ0738
 NJ0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NJ0738'STATION WAS NOT RECOVERED.  TWO MEN SEARCHED AND PROBED FOR 30
 NJ0738'MINUTES FOR THIS MARK.  ACCORDING TO THE FARMER WHO OWNS THE
 NJ0738'LAND, THE STATION, R.M. 1 AND 2 ARE BURIED 4 TO 5 FEET UNDER
 NJ0738'GROUND IN A CULTIVATED CORN FIELD AT THE DESCRIBED LOCATION.
 NJ0738'ALSO HE STATED THAT ANOTHER CONCRETE POST STATION MARKER
 NJ0738'WAS PLACED IN THE FENCE ABOUT 25 FT. NORTH OF THE BURIED STATION
 NJ0738'MARK.  THIS ALTERNATE MARK WAS FOUND.
 NJ0738
 NJ0738                          STATION RECOVERY (1965)
 NJ0738
 NJ0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 NJ0738'STATION RECOVERED AS DESCRIBED BY B.R. BERSON IN 1961 AND
 NJ0738'ALL MARKS FOUND IN GOOD CONDITION.  THE STATION MARK THAT
 NJ0738'HAD BEEN REPORTED SET BY THE CLAYTON COUNTY ENGINEER AND LISTED
 NJ0738'AS GARNAVILLO 2 IN THE 1961 DESCRIPTION WAS RECOVERED AND
 NJ0738'FOUND TO BE STAMPED GARNAVILLO 1931.  THE MARK WAS RESTAMPED
 NJ0738'GARNAVILLO 2 1940 AT THE TIME OF RECOVERY IN 1965.
 NJ0738'
 NJ0738'THE 1961 DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 NJ0738'RECOVERY.
 NJ0738'
 NJ0738'NOTE--THE LAND OWNER SHOULD BE CONTACTED FOR PERMISSION BEFORE
 NJ0738'GOING TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0697 ***********************************************************************
 NJ0697  DESIGNATION -  GARNAVILLO MUNICIPAL TANK
 NJ0697  PID         -  NJ0697
 NJ0697  STATE/COUNTY-  IA/CLAYTON
 NJ0697  USGS QUAD   -  GARNAVILLO (1962)
 NJ0697
 NJ0697                         *CURRENT SURVEY CONTROL
 NJ0697  ___________________________________________________________________
 NJ0697* NAD 83(1996)-  42 52 07.25094(N)    091 14 05.63347(W)     ADJUSTED  
 NJ0697* NAVD 88     -                                                        
 NJ0697  ___________________________________________________________________
 NJ0697  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 NJ0697  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 NJ0697
 NJ0697  HORZ ORDER  -  THIRD
 NJ0697
 NJ0697.The horizontal coordinates were established by classical geodetic methods
 NJ0697.and adjusted by the National Geodetic Survey in May 1999..
 NJ0697
 NJ0697
 NJ0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0697
 NJ0697.The geoid height was determined by GEOID03.
 NJ0697
 NJ0697;                    North         East     Units Scale Factor Converg.
 NJ0697;SPC IA N     - 1,154,508.789 1,685,060.321   MT  0.99995151   +1 32 06.6
 NJ0697;SPC WI S     -    97,249.739   499,097.197   MT  0.99997546   -0 50 54.6
 NJ0697;SPC WI S     -   319,060.19  1,637,454.72   sFT  0.99997546   -0 50 54.6
 NJ0697;UTM  15      - 4,747,743.323   644,178.282   MT  0.99985574   +1 12 03.7
 NJ0697
 NJ0697                          SUPERSEDED SURVEY CONTROL
 NJ0697
 NJ0697  NAD 83(1996)-  42 52 07.25093(N)    091 14 05.63342(W) AD(       ) 4
 NJ0697  NAD 83(1996)-  42 52 07.24343(N)    091 14 05.63110(W) AD(       ) 4
 NJ0697  NAD 83(1986)-  42 52 07.24219(N)    091 14 05.63140(W) AD(       ) 4
 NJ0697  NAD 27      -  42 52 07.28300(N)    091 14 05.16600(W) AD(       ) 3
 NJ0697
 NJ0697.Superseded values are not recommended for survey control.
 NJ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0697.See file dsdata.txt to determine how the superseded data were derived.
 NJ0697
 NJ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4417847743(NAD 83)
 NJ0697_MARKER: 53 = ELEVATED TANK
 NJ0697
 NJ0697  HISTORY     - Date     Condition        Report By
 NJ0697  HISTORY     - 1931     FIRST OBSERVED   CGS
 NJ0697  HISTORY     - 1935     GOOD             CGS
 NJ0697  HISTORY     - 1961     GOOD             CGS
 NJ0697  HISTORY     - 19960713 GOOD             USPSQD
 NJ0697
 NJ0697                          STATION DESCRIPTION
 NJ0697
 NJ0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0697'THIS STATION IS THE TALL SLIM BLACK MUNICIPAL TANK IN THE
 NJ0697'VILLAGE OF GARNAVILLO, IOWA.  IT IS LOCATED ON THE E SIDE OF
 NJ0697'THE VILLAGE, ABOUT 0.05 MILE E OF MAIN STREET (U.S. ROUTE 52),
 NJ0697'ABOUT 60 FEET S OF THE CENTER LINE OF CENTER STREET.  THE
 NJ0697'TANK WAS ERECTED IN 1932.  IT IS VERY PROMINENT.  IT IS 50
 NJ0697'FEET W OF THE CENTER LINE OF MONROE STREET.
 NJ0697'
 NJ0697'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE
 NJ0697'OVAL SECTION EXTENDS DOWNWARDS ABOUT 10 FEET.  THE VERTICAL
 NJ0697'SECTION IS ABOUT 25 FEET HIGH, HAS A CATWALK AND RAIL AROUND
 NJ0697'ITS BASE AND THE WORD GARNAVILLO IN WHITE LETTERS ON THE W
 NJ0697'SIDE.  THE STEEP SILVER CONICAL ROOF HAS A BALL AND LIGHT AT
 NJ0697'ITS APEX.  THE TOTAL HEIGHT IS ABOUT 150 FEET.
 NJ0697
 NJ0697                          STATION RECOVERY (1961)
 NJ0697
 NJ0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0697'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 NJ0697
 NJ0697                          STATION RECOVERY (1996)
 NJ0697
 NJ0697'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0701 ***********************************************************************
 NJ0701  DESIGNATION -  GARNAVILLO ST PAULS EV LUTH CH
 NJ0701  PID         -  NJ0701
 NJ0701  STATE/COUNTY-  IA/CLAYTON
 NJ0701  USGS QUAD   -  GARNAVILLO (1962)
 NJ0701
 NJ0701                         *CURRENT SURVEY CONTROL
 NJ0701  ___________________________________________________________________
 NJ0701* NAD 83(1996)-  42 51 59.28453(N)    091 14 16.86789(W)     ADJUSTED  
 NJ0701* NAVD 88     -                                                        
 NJ0701  ___________________________________________________________________
 NJ0701  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 NJ0701  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 NJ0701
 NJ0701  HORZ ORDER  -  THIRD
 NJ0701
 NJ0701.The horizontal coordinates were established by classical geodetic methods
 NJ0701.and adjusted by the National Geodetic Survey in May 1999..
 NJ0701
 NJ0701
 NJ0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0701
 NJ0701.The geoid height was determined by GEOID03.
 NJ0701
 NJ0701;                    North         East     Units Scale Factor Converg.
 NJ0701;SPC IA N     - 1,154,256.232 1,684,811.997   MT  0.99995137   +1 31 59.0
 NJ0701;SPC WI S     -    97,007.722   498,838.578   MT  0.99997582   -0 51 02.3
 NJ0701;SPC WI S     -   318,266.17  1,636,606.23   sFT  0.99997582   -0 51 02.3
 NJ0701;UTM  15      - 4,747,492.243   643,928.514   MT  0.99985485   +1 11 55.9
 NJ0701
 NJ0701                          SUPERSEDED SURVEY CONTROL
 NJ0701
 NJ0701  NAD 83(1996)-  42 51 59.28452(N)    091 14 16.86784(W) AD(       ) 4
 NJ0701  NAD 83(1996)-  42 51 59.27647(N)    091 14 16.86493(W) AD(       ) 4
 NJ0701  NAD 83(1986)-  42 51 59.27556(N)    091 14 16.86551(W) AD(       ) 4
 NJ0701  NAD 27      -  42 51 59.31100(N)    091 14 16.39000(W) AD(       ) 3
 NJ0701
 NJ0701.Superseded values are not recommended for survey control.
 NJ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0701.See file dsdata.txt to determine how the superseded data were derived.
 NJ0701
 NJ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4392947492(NAD 83)
 NJ0701_MARKER: 90 = CHURCH SPIRE
 NJ0701
 NJ0701  HISTORY     - Date     Condition        Report By
 NJ0701  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0701  HISTORY     - 19960713 GOOD             USPSQD
 NJ0701
 NJ0701                          STATION DESCRIPTION
 NJ0701
 NJ0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0701'THIS STATION IS THE SPIRE ON ST. PAULS EVANGELICAL LUTHERAN
 NJ0701'CHURCH IN THE SOUTHWESTERN PART OF THE VILLAGE OF GARNAVILLO,
 NJ0701'IOWA.  IT IS LOCATED ABOUT 120 FEET S OF THE CENTER LINE OF
 NJ0701'NIAGARA STREET, AND ABOUT 155 FEET W OF THE CENTER LINE OF
 NJ0701'ADAMS STREET.  THE CHURCH WAS ERECTED IN 1881.  THE SPIRE
 NJ0701'IS QUITE PROMINENT.
 NJ0701'
 NJ0701'THE BASE OF THE SPIRE IS A SQUARE WHITE TOWER ABOUT 50 FEET
 NJ0701'HIGH WITH A PROJECTING LEDGE AND RAILED WALK AROUND THE TOP.
 NJ0701'THERE ARE SQUARE POINTED POSTS AT THE CORNERS OF THE RAIL.  ON
 NJ0701'THIS TOWER THERE IS A SMALLER TOWER ABOUT 15 FEET HIGH WITH
 NJ0701'A GOTHIC LOUVERED WINDOW ON EACH SIDE AND A PROJECTING LEDGE
 NJ0701'AT THE TOP.  THE OCTAGONAL GREY SPIRE IS ABOUT 35 FEET HIGH
 NJ0701'AND HAS AN ORNAMENTAL FINIAL AND BALL AT ITS APEX.  THE TOTAL
 NJ0701'HEIGHT IS ABOUT 100 FEET.
 NJ0701
 NJ0701                          STATION RECOVERY (1996)
 NJ0701
 NJ0701'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0702 ***********************************************************************
 NJ0702  DESIGNATION -  GARNAVILLO ST PETER EV LUTH CH
 NJ0702  PID         -  NJ0702
 NJ0702  STATE/COUNTY-  IA/CLAYTON
 NJ0702  USGS QUAD   -  GARNAVILLO (1962)
 NJ0702
 NJ0702                         *CURRENT SURVEY CONTROL
 NJ0702  ___________________________________________________________________
 NJ0702* NAD 83(1996)-  42 52 07.62531(N)    091 14 20.42710(W)     ADJUSTED  
 NJ0702* NAVD 88     -                                                        
 NJ0702  ___________________________________________________________________
 NJ0702  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 NJ0702  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 NJ0702
 NJ0702  HORZ ORDER  -  THIRD
 NJ0702
 NJ0702.The horizontal coordinates were established by classical geodetic methods
 NJ0702.and adjusted by the National Geodetic Survey in May 1999..
 NJ0702
 NJ0702
 NJ0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0702
 NJ0702.The geoid height was determined by GEOID03.
 NJ0702
 NJ0702;                    North         East     Units Scale Factor Converg.
 NJ0702;SPC IA N     - 1,154,511.349 1,684,724.356   MT  0.99995151   +1 31 56.6
 NJ0702;SPC WI S     -    97,266.270   498,761.622   MT  0.99997545   -0 51 04.8
 NJ0702;SPC WI S     -   319,114.42  1,636,353.75   sFT  0.99997545   -0 51 04.8
 NJ0702;UTM  15      - 4,747,747.842   643,842.370   MT  0.99985455   +1 11 53.7
 NJ0702
 NJ0702                          SUPERSEDED SURVEY CONTROL
 NJ0702
 NJ0702  NAD 83(1996)-  42 52 07.62530(N)    091 14 20.42705(W) AD(       ) 4
 NJ0702  NAD 83(1996)-  42 52 07.61704(N)    091 14 20.42400(W) AD(       ) 4
 NJ0702  NAD 83(1986)-  42 52 07.61655(N)    091 14 20.42499(W) AD(       ) 4
 NJ0702  NAD 27      -  42 52 07.65100(N)    091 14 19.95300(W) AD(       ) 3
 NJ0702
 NJ0702.Superseded values are not recommended for survey control.
 NJ0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0702.See file dsdata.txt to determine how the superseded data were derived.
 NJ0702
 NJ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4384247748(NAD 83)
 NJ0702_MARKER: 55 = TOWER
 NJ0702
 NJ0702  HISTORY     - Date     Condition        Report By
 NJ0702  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0702  HISTORY     - 1964     SEE DESCRIPTION  USGS
 NJ0702  HISTORY     - 19960713 GOOD             USPSQD
 NJ0702
 NJ0702                          STATION DESCRIPTION
 NJ0702
 NJ0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0702'THIS STATION IS THE TOWER ON THE E END OF ST. PETERS EVANGELICAL
 NJ0702'LUTHERAN CHURCH IN THE WESTERN PART OF THE VILLAGE OF GARNAVILLO,
 NJ0702'IOWA.  IT IS LOCATED ABOUT 60 FEET W OF THE CENTER LINE OF ADAMS
 NJ0702'STREET, AND ABOUT 80 FEET N OF THE CENTER LINE OF WATSON
 NJ0702'STREET.  THE CHURCH WAS ERECTED IN 1890.  THE TOWER IS QUITE
 NJ0702'PROMINENT.
 NJ0702'
 NJ0702'THE SQUARE WHITE TOWER IS ABOUT 60 FEET HIGH AND HAS A RECTANGULAR
 NJ0702'GREEN LOUVERED WINDOW ON EACH SIDE AND SMALL GABLES ABOVE.
 NJ0702'THE STEEP FOUR-SIDED PYRAMIDAL SILVER ROOF IS ABOUT 25 FEET
 NJ0702'HIGH AND HAS A SQUARE PLATE AND ORNAMENTAL IRON FINIAL WITH
 NJ0702'AN ARROW AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 85 FEET.
 NJ0702
 NJ0702                          STATION RECOVERY (1964)
 NJ0702
 NJ0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NJ0702'A LADY CHURCH MEMBER SAID THAT THE ORIGINAL CHURCH BURNED
 NJ0702'DOWN IN ABOUT 1945.  A NEW BRICK CHURCH WITH NO PROMINENT SPIRE
 NJ0702'WAS ERECTED IN THE SAME LOCATION.
 NJ0702
 NJ0702                          STATION RECOVERY (1996)
 NJ0702
 NJ0702'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1204 ***********************************************************************
 OO1204  DESIGNATION -  GARNER
 OO1204  PID         -  OO1204
 OO1204  STATE/COUNTY-  IA/HANCOCK
 OO1204  USGS QUAD   -  GARNER (1972)
 OO1204
 OO1204                         *CURRENT SURVEY CONTROL
 OO1204  ___________________________________________________________________
 OO1204* NAD 83(1996)-  43 06 12.90109(N)    093 36 52.92200(W)     ADJUSTED  
 OO1204* NAVD 88     -       377.2    (meters)    1238.     (feet)  VERTCON   
 OO1204  ___________________________________________________________________
 OO1204  X           -    -294,071.441 (meters)                     COMP
 OO1204  Y           -  -4,655,072.344 (meters)                     COMP
 OO1204  Z           -   4,336,148.483 (meters)                     COMP
 OO1204  LAPLACE CORR-           6.01  (seconds)                    DEFLEC99
 OO1204  ELLIP HEIGHT-         347.97  (meters)          (05/06/99) GPS OBS
 OO1204  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 OO1204
 OO1204  HORZ ORDER  -  SECOND
 OO1204  ELLP ORDER  -  FOURTH    CLASS I
 OO1204
 OO1204.The horizontal coordinates were established by classical geodetic methods
 OO1204.and adjusted by the National Geodetic Survey in May 1999..
 OO1204
 OO1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1204
 OO1204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1204
 OO1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1204
 OO1204.The ellipsoidal height was determined by GPS observations
 OO1204.and is referenced to NAD 83.
 OO1204
 OO1204.The geoid height was determined by GEOID03.
 OO1204
 OO1204;                    North         East     Units Scale Factor Converg.
 OO1204;SPC IA N     - 1,178,130.686 1,490,663.175   MT  0.99997428   -0 04 39.9
 OO1204;UTM  15      - 4,772,501.036   449,980.952   MT  0.99963078   -0 25 12.2
 OO1204
 OO1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1204!SPC IA N     -   0.99994543  x   0.99997428  =   0.99991972
 OO1204!UTM  15      -   0.99994543  x   0.99963078  =   0.99957623
 OO1204
 OO1204|---------------------------------------------------------------------|
 OO1204| PID    Reference Object                     Distance      Geod. Az  |
 OO1204|                                                           dddmmss.s |
 OO1204| CI6388 GARNER RM 1                          11.158 METERS 11530     |
 OO1204| CI6387 GARNER AZ MK                                       2805420.6 |
 OO1204| OO1205 GARNER RM 2                          10.608 METERS 35039     |
 OO1204|---------------------------------------------------------------------|
 OO1204
 OO1204                          SUPERSEDED SURVEY CONTROL
 OO1204
 OO1204  NAD 83(1996)-  43 06 12.90110(N)    093 36 52.92199(W) AD(       ) 2
 OO1204  NAD 83(1986)-  43 06 12.89354(N)    093 36 52.90946(W) AD(       ) 2
 OO1204  NAD 27      -  43 06 13.05221(N)    093 36 52.14364(W) AD(       ) 2
 OO1204  NGVD 29 (07/19/86)  377.2    (m)         1238.     (f) VERT ANG       
 OO1204
 OO1204.Superseded values are not recommended for survey control.
 OO1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1204.See file dsdata.txt to determine how the superseded data were derived.
 OO1204
 OO1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4998172501(NAD 83)
 OO1204_MARKER: DH = HORIZONTAL CONTROL DISK
 OO1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1204_SP_SET: CONCRETE POST
 OO1204_STAMPING: GARNER 1971
 OO1204_MARK LOGO: NGS   
 OO1204_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1204+STABILITY: SURFACE MOTION
 OO1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1204+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1989
 OO1204
 OO1204  HISTORY     - Date     Condition        Report By
 OO1204  HISTORY     - 1971     MONUMENTED       NGS
 OO1204  HISTORY     - 1971     GOOD             NGS
 OO1204  HISTORY     - 1972     GOOD             USGS
 OO1204  HISTORY     - 19890626 GOOD             NGS
 OO1204
 OO1204                          STATION DESCRIPTION
 OO1204
 OO1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1204'THE STATION IS LOCATED ON THE WEST SIDE OF GARNER IN THE SE
 OO1204'1/4 OF SEC. 25, T. 96 N., R. 24 W. AND ON ROAD RIGHT-OF-WAY.
 OO1204'
 OO1204'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69
 OO1204'AND 18 IN GARNER, GO SOUTH ON U.S. HIGHWAY 69 FOR 0.15 MILE
 OO1204'TO THE NORTH END OF AN OVERPASS AND THE STATION ON THE RIGHT.
 OO1204'
 OO1204'STATION MARKS ARE STANDARD DISKS STAMPED GARNER 1971.  THE
 OO1204'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1204'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 19 FEET
 OO1204'WEST OF THE CENTER OF U.S. HIGHWAY 69, 13.6 FEET NORTH-NORTHWEST
 OO1204'OF THE NORTHWEST CORNER OF A BRIDGE ABUTMENT AND 12.5 FEET
 OO1204'SOUTH OF THE SOUTH 1 OF 3 GUARD POST.  THE UNDERGROUND DISK IS
 OO1204'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 OO1204'BELOW THE GROUND SURFACE.
 OO1204'
 OO1204'REFERENCE MARK 1, A STANDARD DISK STAMPED GARNER NO 1 1971,
 OO1204'IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST BRIDGE ABUTMENT
 OO1204'THAT PROJECTS 4 FEET ABOVE THE ROAD SURFACE.  IT IS 15 FEET
 OO1204'SOUTHWEST OF A LAMP POST AND 14 FEET EAST OF THE CENTER OF THE
 OO1204'HIGHWAY.
 OO1204'
 OO1204'REFERENCE MARK 2, A STANDARD DISK STAMPED GARNER NO 2 1971,
 OO1204'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1204'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 48.4 FEET
 OO1204'NORTH-NORTHWEST OF THE NORTHWEST CORNR OF THE BRIDGE ABUTMENT,
 OO1204'25 FEET WEST OF THE CENTER OF THE HIGHWAY AND 5.5 FEET
 OO1204'WEST-SOUTHWEST OF THE CENTER 1 OF 3 GUARD POST.
 OO1204'
 OO1204'THE AZIMUTH MARK, A STANDARD DISK STAMPED GARNER 1971, IS SET
 OO1204'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OO1204'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 55 FEET
 OO1204'NORTH OF THE CENTER OF U.S. HIGHWAYS 69 AND 18, 4.3 FEET SOUTHWEST
 OO1204'OF A METAL WITNESS POST, 4 FEET SOUTH OF A WIRE FENCE AND 4
 OO1204'FEET EAST-SOUTHEAST OF A POWER POLE.
 OO1204'
 OO1204'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS
 OO1204'69 AND 18 IN GARNER, GO WEST ON U.S. HIGHWAYS 69 AND 18 FOR 0.55
 OO1204'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OO1204'
 OO1204'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 OO1204
 OO1204                          STATION RECOVERY (1971)
 OO1204
 OO1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OO1204'RECOVERED IN GOOD CONDITION.
 OO1204
 OO1204                          STATION RECOVERY (1972)
 OO1204
 OO1204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO1204'ALL MARKS FOUND IN GOOD CONDITION.  DISTANCES CHECKED AND
 OO1204'DESCRIPTION ADEQUATE.
 OO1204
 OO1204                          STATION RECOVERY (1989)
 OO1204
 OO1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OO1204'THE STATION IS LOCATED IN GARNER, NORTHWEST OF THE NORTHWEST CORNER OF
 OO1204'THE US HIGHWAY 69 SOUTH RAILROAD OVERPASS BRIDGE ON THE ELEVATED
 OO1204'SHOULDER OF THE HIGHWAY.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION, 800
 OO1204'LINCOLN WAY, AMES, IA 50010, PHONE (515) 239-1101.
 OO1204'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 69 SOUTH AND US
 OO1204'HIGHWAY 18 IN GARNER, GO SOUTH ON US HIGHWAY 69 FOR 0.25 KM (0.15 MI)
 OO1204'TO THE NORTH END OF THE RAILROAD OVERPASS BRIDGE AND THE STATION ON
 OO1204'THE RIGHT.
 OO1204'THE STATION IS A STANDARD CGS HORIZONTAL STATION MARK DISK.  LOCATED
 OO1204'5.9 M (19.4 FT) WEST OF THE CENTER OF THE HIGHWAY, 4.1 M (13.5 FT)
 OO1204'NORTH-NORTHWEST OF THE NORTH CORNER OF THE NORTHWEST ABUTMENT OF THE
 OO1204'BRIDGE AND 1.8 M (5.9 FT) WEST OF A FIBERGLASS WITNESS POST.
 OO1204'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1206 ***********************************************************************
 OO1206  DESIGNATION -  GARNER MUN TANK
 OO1206  PID         -  OO1206
 OO1206  STATE/COUNTY-  IA/HANCOCK
 OO1206  USGS QUAD   -  GARNER (1972)
 OO1206
 OO1206                         *CURRENT SURVEY CONTROL
 OO1206  ___________________________________________________________________
 OO1206* NAD 83(1996)-  43 05 46.44239(N)    093 36 08.49326(W)     ADJUSTED  
 OO1206* NAVD 88     -       415.     (meters)    1362.     (feet)  VERTCON   
 OO1206  ___________________________________________________________________
 OO1206  LAPLACE CORR-           6.91  (seconds)                    DEFLEC99
 OO1206  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 OO1206
 OO1206  HORZ ORDER  -  THIRD
 OO1206
 OO1206.The horizontal coordinates were established by classical geodetic methods
 OO1206.and adjusted by the National Geodetic Survey in May 1999..
 OO1206
 OO1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1206
 OO1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1206
 OO1206.The geoid height was determined by GEOID03.
 OO1206
 OO1206;                    North         East     Units Scale Factor Converg.
 OO1206;SPC IA N     - 1,177,312.913 1,491,666.791   MT  0.99997331   -0 04 09.7
 OO1206;UTM  15      - 4,771,677.565   450,979.322   MT  0.99962956   -0 24 41.6
 OO1206
 OO1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1206!SPC IA N     -   0.99993948  x   0.99997331  =   0.99991279
 OO1206!UTM  15      -   0.99993948  x   0.99962956  =   0.99956906
 OO1206
 OO1206                          SUPERSEDED SURVEY CONTROL
 OO1206
 OO1206  NAD 83(1996)-  43 05 46.44242(N)    093 36 08.49326(W) AD(       ) 4
 OO1206  NAD 83(1986)-  43 05 46.43352(N)    093 36 08.48636(W) AD(       ) 4
 OO1206  NAD 27      -  43 05 46.61716(N)    093 36 07.71730(W) AD(       ) 3
 OO1206  NGVD 29 (07/19/86)  415.     (m)         1362.     (f) VERT ANG       
 OO1206
 OO1206.Superseded values are not recommended for survey control.
 OO1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1206.See file dsdata.txt to determine how the superseded data were derived.
 OO1206
 OO1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH5097971678(NAD 83)
 OO1206_MARKER: 53 = ELEVATED TANK
 OO1206
 OO1206  HISTORY     - Date     Condition        Report By
 OO1206  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1206
 OO1206                          STATION DESCRIPTION
 OO1206
 OO1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1206'THE GARNER MUNICIPAL WATER TANK IS LOCATED ON THE SOUTH SIDE
 OO1206'OF GARNER IN THE NORTHWEST ANGLE OF THE JUNCTION OF STATE
 OO1206'AND TENTH STREETS.
 OO1206'
 OO1206'THE TANK IS PAINTED SILVER WITH A CONICAL ROOF, ELLIPSODIAL
 OO1206'BOTTOM AND IS SUPPORTED BY FOUR BRIDGED STEEL LEGS.  THERE
 OO1206'IS AN ANTENNA PROJECTING FROM THE TOP CENTER OF THE TANK.
 OO1206'THE HEIGHT OF THE TANK IS APPROXIMATELY 130 FEET.
 OO1206'
 OO1206'THE POINT INTERSECTED WAS THE BALL ATOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1205 ***********************************************************************
 OO1205  DESIGNATION -  GARNER RM 2
 OO1205  PID         -  OO1205
 OO1205  STATE/COUNTY-  IA/HANCOCK
 OO1205  USGS QUAD   -  GARNER (1972)
 OO1205
 OO1205                         *CURRENT SURVEY CONTROL
 OO1205  ___________________________________________________________________
 OO1205* NAD 83(1996)-  43 06 13.24026(N)    093 36 52.99828(W)     ADJUSTED  
 OO1205* NAVD 88     -       376.6    (meters)    1236.     (feet)  VERTCON   
 OO1205  ___________________________________________________________________
 OO1205  LAPLACE CORR-           6.01  (seconds)                    DEFLEC99
 OO1205  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 OO1205
 OO1205  HORZ ORDER  -  SECOND
 OO1205
 OO1205.The horizontal coordinates were established by classical geodetic methods
 OO1205.and adjusted by the National Geodetic Survey in May 1999..
 OO1205
 OO1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1205
 OO1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1205
 OO1205.The geoid height was determined by GEOID03.
 OO1205
 OO1205;                    North         East     Units Scale Factor Converg.
 OO1205;SPC IA N     - 1,178,141.155 1,490,661.464   MT  0.99997429   -0 04 39.9
 OO1205;UTM  15      - 4,772,511.511   449,979.305   MT  0.99963078   -0 25 12.2
 OO1205
 OO1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1205!SPC IA N     -   0.99994551  x   0.99997429  =   0.99991980
 OO1205!UTM  15      -   0.99994551  x   0.99963078  =   0.99957631
 OO1205
 OO1205:                Primary Azimuth Mark                     Grid Az
 OO1205:SPC IA N     -  PILOT                                    017 01 47.1
 OO1205:UTM  15      -  PILOT                                    017 22 19.4
 OO1205
 OO1205|---------------------------------------------------------------------|
 OO1205| PID    Reference Object                     Distance      Geod. Az  |
 OO1205|                                                           dddmmss.s |
 OO1205| OO1191 PILOT                               APPROX.17.3 KM 0165707.2 |
 OO1205| OO1204 GARNER                               10.608 METERS 17039     |
 OO1205|---------------------------------------------------------------------|
 OO1205
 OO1205                          SUPERSEDED SURVEY CONTROL
 OO1205
 OO1205  NAD 83(1996)-  43 06 13.24028(N)    093 36 52.99828(W) AD(       ) 2
 OO1205  NAD 83(1986)-  43 06 13.23262(N)    093 36 52.98573(W) AD(       ) 2
 OO1205  NAD 27      -  43 06 13.39133(N)    093 36 52.21992(W) AD(       ) 2
 OO1205  NGVD 29 (07/19/86)  376.6    (m)         1236.     (f) VERT ANG       
 OO1205
 OO1205.Superseded values are not recommended for survey control.
 OO1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1205.See file dsdata.txt to determine how the superseded data were derived.
 OO1205
 OO1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4997972512(NAD 83)
 OO1205_MARKER: DR = REFERENCE MARK DISK
 OO1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1205+STABILITY: SURFACE MOTION
 OO1205
 OO1205  HISTORY     - Date     Condition        Report By
 OO1205  HISTORY     - 1971     MONUMENTED       NGS
 OO1205
 OO1205                          STATION DESCRIPTION
 OO1205
 OO1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1205'THE STATION IS LOCATED ON THE WEST SIDE OF GARNER IN THE SE
 OO1205'1/4 OF SEC. 25, T. 96 N., R. 24 W. AND ON ROAD RIGHT-OF-WAY.
 OO1205'
 OO1205'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69
 OO1205'AND 18 IN GARNER, GO SOUTH ON U.S. HIGHWAY 69 FOR 0.15 MILE TO
 OO1205'THE NORTH END OF AN OVERPASS AND THE STATION ON THE RIGHT.
 OO1205'
 OO1205'THE STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED GARNER
 OO1205'NO 2 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1205'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 48.4
 OO1205'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE
 OO1205'ABUTMENT, 25 FEET WEST OF THE CENTER OF U.S. HIGHWAY 69 AND
 OO1205'5.5 FEET WEST-SOUTHWEST OF THE CENTER 1 OF 3 GUARD POST.
 OO1205'
 OO1205'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1203 ***********************************************************************
 OO1203  DESIGNATION -  GARNER STANDPIPE
 OO1203  PID         -  OO1203
 OO1203  STATE/COUNTY-  IA/HANCOCK
 OO1203  USGS QUAD   -  GARNER (1972)
 OO1203
 OO1203                         *CURRENT SURVEY CONTROL
 OO1203  ___________________________________________________________________
 OO1203* NAD 83(1996)-  43 05 46.43469(N)    093 36 08.50863(W)     ADJUSTED  
 OO1203* NAVD 88     -                                                        
 OO1203  ___________________________________________________________________
 OO1203  LAPLACE CORR-           6.91  (seconds)                    DEFLEC99
 OO1203  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 OO1203
 OO1203  HORZ ORDER  -  THIRD
 OO1203
 OO1203.The horizontal coordinates were established by classical geodetic methods
 OO1203.and adjusted by the National Geodetic Survey in May 1999..
 OO1203
 OO1203
 OO1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1203
 OO1203.The geoid height was determined by GEOID03.
 OO1203
 OO1203;                    North         East     Units Scale Factor Converg.
 OO1203;SPC IA N     - 1,177,312.676 1,491,666.443   MT  0.99997331   -0 04 09.8
 OO1203;UTM  15      - 4,771,677.330   450,978.973   MT  0.99962956   -0 24 41.6
 OO1203
 OO1203                          SUPERSEDED SURVEY CONTROL
 OO1203
 OO1203  NAD 83(1996)-  43 05 46.43453(N)    093 36 08.50869(W) AD(       ) 4
 OO1203  NAD 83(1986)-  43 05 46.42732(N)    093 36 08.50194(W) AD(       ) 4
 OO1203  NAD 27      -  43 05 46.58000(N)    093 36 07.75000(W) AD(       ) 3
 OO1203
 OO1203.Superseded values are not recommended for survey control.
 OO1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1203.See file dsdata.txt to determine how the superseded data were derived.
 OO1203
 OO1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH5097971677(NAD 83)
 OO1203_MARKER: 52 = STANDPIPE TANK
 OO1203
 OO1203  HISTORY     - Date     Condition        Report By
 OO1203  HISTORY     - 1926     FIRST OBSERVED   CGS
 OO1203
 OO1203                          STATION DESCRIPTION
 OO1203
 OO1203'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0507 ***********************************************************************
 NK0507  DESIGNATION -  GARY ET
 NK0507  PID         -  NK0507
 NK0507  STATE/COUNTY-  IA/BREMER
 NK0507  USGS QUAD   -  FREDERIKA (1971)
 NK0507
 NK0507                         *CURRENT SURVEY CONTROL
 NK0507  ___________________________________________________________________
 NK0507* NAD 83(1996)-  42 53 57.78840(N)    092 20 31.36619(W)     ADJUSTED  
 NK0507* NAVD 88     -       326.6    (meters)    1072.     (feet)  VERTCON   
 NK0507  ___________________________________________________________________
 NK0507  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 NK0507  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 NK0507
 NK0507  HORZ ORDER  -  SECOND
 NK0507
 NK0507.The horizontal coordinates were established by classical geodetic methods
 NK0507.and adjusted by the National Geodetic Survey in May 1999..
 NK0507
 NK0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0507
 NK0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0507
 NK0507.The geoid height was determined by GEOID03.
 NK0507
 NK0507;                    North         East     Units Scale Factor Converg.
 NK0507;SPC IA N     - 1,156,087.946 1,594,567.240   MT  0.99995353   +0 47 05.3
 NK0507;UTM  15      - 4,749,851.797   553,716.242   MT  0.99963550   +0 26 52.4
 NK0507
 NK0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0507!SPC IA N     -   0.99995366  x   0.99995353  =   0.99990719
 NK0507!UTM  15      -   0.99995366  x   0.99963550  =   0.99958917
 NK0507
 NK0507:                Primary Azimuth Mark                     Grid Az
 NK0507:SPC IA N     -  GARY AZ MK                               036 59 14.0
 NK0507:UTM  15      -  GARY AZ MK                               037 19 26.9
 NK0507
 NK0507|---------------------------------------------------------------------|
 NK0507| PID    Reference Object                     Distance      Geod. Az  |
 NK0507|                                                           dddmmss.s |
 NK0507| CI6391 GARY AZ MK                                         0374619.3 |
 NK0507| CI6392 GARY RM 1                            14.609 METERS 05743     |
 NK0507| CI6393 GARY RM 2                             9.013 METERS 29800     |
 NK0507|---------------------------------------------------------------------|
 NK0507
 NK0507                          SUPERSEDED SURVEY CONTROL
 NK0507
 NK0507  NAD 83(1996)-  42 53 57.78839(N)    092 20 31.36619(W) AD(       ) 2
 NK0507  NAD 83(1986)-  42 53 57.78079(N)    092 20 31.36353(W) AD(       ) 2
 NK0507  NAD 27      -  42 53 57.85904(N)    092 20 30.71601(W) AD(       ) 2
 NK0507  NGVD 29 (07/19/86)  326.6    (m)         1072.     (f) VERT ANG       
 NK0507
 NK0507.Superseded values are not recommended for survey control.
 NK0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0507.See file dsdata.txt to determine how the superseded data were derived.
 NK0507
 NK0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5371649852(NAD 83)
 NK0507_MARKER: DD = SURVEY DISK
 NK0507_SETTING: 0 = UNSPECIFIED SETTING
 NK0507
 NK0507  HISTORY     - Date     Condition        Report By
 NK0507  HISTORY     - 1969     MONUMENTED       USGS
 NK0507
 NK0507                          STATION DESCRIPTION
 NK0507
 NK0507'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 NK0507'STATION IS LOCATED ABOUT 1.3 MI N. AND 1.8 MI W. OF FREDERIKA,
 NK0507'T. 93 N., R. 13 W., NEAR THE CENTER OF THE E 1/2 OF SEC. 2.
 NK0507'
 NK0507'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 63 AND STATE
 NK0507'HWY. 334 W. OF FREDERIKA, GO N. 1.2 MI ON U.S. HWY. 63 TO T-RD. W.,
 NK0507'TURN LEFT AND GO W. 0.5 MI TO Y-RD. NW., TURN RIGHT AND GO 0.3 MI
 NK0507'NW. AND STATION ON LEFT (W.) SIDE OF RD.
 NK0507'
 NK0507'STATION MARK IS 37 FT S. CENTER RD. AT DR. W., 10 FT W. CENTER OF
 NK0507'GRAVEL RD. BURIED 20 IN. BELOW THE SURFACE OF THE RD., STAMPED ET
 NK0507'GARY 1969.
 NK0507'
 NK0507'REFERENCE MARK NO. 1 IS NE. OF STATION, 10 FT S. AND 40.5 FT
 NK0507'E. CENTER RD. AT DR. W., 3 FT W. OF USGS WITNESS POST, AT THE
 NK0507'NW. COR. OF SHELTER BELT SSE. AND W., STAMPED GARY NO. 1 1969
 NK0507'
 NK0507'REFERENCE MARK NO. 2 IS WNW. OF STATION, 24 FT S. AND 27 FT
 NK0507'W. CENTER RD. AT DR. W., 4-1/2 FT N. OF MOST SOUTHERLY AND
 NK0507'LARGEST OF TWO PINE TREES, 1 FT E. OF A LINE BETWEEN TWO PINE
 NK0507'TREES, STAMPED GARY NO 2 1969
 NK0507'
 NK0507'AZIMUTH MARK IS LOCATED ABOUT 0.7 MI NE. OF STATION, ABOUT 2.1
 NK0507'MI N. ON U.S. HWY. 63 FROM THE JCT. OF U.S. HWY. 63 AND STATE
 NK0507'HWY. 334, 26 FT NORMAL CENTER U.S. HWY. 63, 18 FT S. CENTER
 NK0507'E.-W. GRAVEL RD., 3 FT S. AND 0.5 FT W. OF STOP SIGN, STAMPED GARY
 NK0507'1969, TS. 93 AND 94 N., R. 13 W., 0.15 MI E. OF THE COR. OF
 NK0507'SECS. 1, 2, 35 AND 36.
 NK0507'
 NK0507'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 NK0507'AZIMUTH MARK, STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0507'RODS, CENTERED IN 6 IN. DIAMETER TILES 12 IN. LONG FILLED WITH
 NK0507'GRAVEL TO WITHIN 1 IN. OF CAP.  REFERENCE MARK NO. 1, REFERENCE
 NK0507'MARK NO. 2, AND AZIMUTH MARK ARE FLUSH WITH THE GROUND.  STATION
 NK0507'MARK BURIED 20 IN. BELOW SURFACE OF RD.
 NK0507'
 NK0507'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0803 ***********************************************************************
 MG0803  DESIGNATION -  GATES
 MG0803  PID         -  MG0803
 MG0803  STATE/COUNTY-  IA/DES MOINES
 MG0803  USGS QUAD   -  OAKVILLE (1965)
 MG0803
 MG0803                         *CURRENT SURVEY CONTROL
 MG0803  ___________________________________________________________________
 MG0803* NAD 83(1996)-  41 03 33.84265(N)    091 03 50.60090(W)     ADJUSTED  
 MG0803* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 MG0803  ___________________________________________________________________
 MG0803  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 MG0803  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MG0803
 MG0803  HORZ ORDER  -  FIRST
 MG0803
 MG0803.The horizontal coordinates were established by classical geodetic methods
 MG0803.and adjusted by the National Geodetic Survey in May 1999..
 MG0803
 MG0803.The orthometric height was scaled from a topographic map.
 MG0803
 MG0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0803
 MG0803.The geoid height was determined by GEOID03.
 MG0803
 MG0803;                    North         East     Units Scale Factor Converg.
 MG0803;SPC IA S     -   120,511.442   704,727.794   MT  0.99995140   +1 36 16.4
 MG0803;SPC IL W     -   488,009.875   624,569.831   MT  1.00001118   -0 35 22.1
 MG0803;SPC IL W     - 1,601,079.06  2,049,109.52   sFT  1.00001118   -0 35 22.1
 MG0803;UTM  15      - 4,547,156.682   662,673.918   MT  0.99992570   +1 16 18.8
 MG0803
 MG0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0803!SPC IA S     -   0.99997146  x   0.99995140  =   0.99992286
 MG0803!SPC IL W     -   0.99997146  x   1.00001118  =   0.99998264
 MG0803!UTM  15      -   0.99997146  x   0.99992570  =   0.99989716
 MG0803
 MG0803:                Primary Azimuth Mark                     Grid Az
 MG0803:SPC IA S     -  OQUAWKA WATER TANK                       144 14 13.4
 MG0803:SPC IL W     -  OQUAWKA WATER TANK                       146 25 51.9
 MG0803:UTM  15      -  OQUAWKA WATER TANK                       144 34 11.0
 MG0803
 MG0803|---------------------------------------------------------------------|
 MG0803| PID    Reference Object                     Distance      Geod. Az  |
 MG0803|                                                           dddmmss.s |
 MG0803| LD0770 OQUAWKA WATER TANK                  APPROX.16.7 KM 1455029.8 |
 MG0803| CL8566 GATES RM 1                           99.624 METERS 18555     |
 MG0803| MG0804 MORNING SUN WATER TANK              APPROX.16.6 KM 2844511.5 |
 MG0803| CL8567 GATES RM 2                                         2880001.5 |
 MG0803|---------------------------------------------------------------------|
 MG0803
 MG0803                          SUPERSEDED SURVEY CONTROL
 MG0803
 MG0803  NAD 83(1986)-  41 03 33.84469(N)    091 03 50.60025(W) AD(       ) 1
 MG0803  NAD 27      -  41 03 33.72000(N)    091 03 50.07900(W) AD(       ) 1
 MG0803
 MG0803.Superseded values are not recommended for survey control.
 MG0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0803.See file dsdata.txt to determine how the superseded data were derived.
 MG0803
 MG0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF6267447157(NAD 83)
 MG0803_MARKER: DS = TRIANGULATION STATION DISK
 MG0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0803
 MG0803  HISTORY     - Date     Condition        Report By
 MG0803  HISTORY     - 1931     MONUMENTED       CGS
 MG0803
 MG0803                          STATION DESCRIPTION
 MG0803
 MG0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 MG0803'ABOUT SIX MILES NORTHEAST OF MEDIAPOLIS, ON LAND OWNED BY
 MG0803'S.E. GATES, AND MANAGED BY A.C. RUSSEL, TRUSTEE.
 MG0803'
 MG0803'REACHED FROM THE SOUTH VIA DES MOINES COUNTY HIGHWAY A 6.1
 MG0803'MILES BEYOND KINGSTON POST OFFICE TO A POINT, IDENTIFIED BY AN
 MG0803'ORCHARD SOUTH OF THE TURN, AND AN OLD DILAPIDATED, UNPAINTED
 MG0803'CHICKEN HOUSE JUST NORTH OF THE TURN.  HERE TURN LEFT OFF COUNTY
 MG0803'HIGHWAY A AND CONTINUE 1.4 MILES TO STATION.  MARK IS IN CHICKEN
 MG0803'YARD 100 YARDS WEST OF HOUSE, 28 FEET SOUTH OF EAST-WEST FENCE,
 MG0803'31 FEET EAST OF NORTH-SOUTH FENCE ON EAST SIDE OF PASTURE,
 MG0803'ABOUT 45 YARDS WEST OF WINDMILL, AND 24 METERS WEST OF CHICKEN
 MG0803'COOP.  MARK IS 8 INCHES ABOVE THE SURFACE.
 MG0803'
 MG0803'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, NEAR THE SOUTHEAST
 MG0803'CORNER OF THE PASTURE WEST OF THE CHICKEN YARD, 1 FOOT WEST OF
 MG0803'THE SOUTHEAST CORNER POST, AND 1 FOOT NORTH OF A HIGH HEDGE FENCE.
 MG0803'
 MG0803'REFERENCE MARK NO. 2 IS 0.4 MILE WEST OF THE STATION, ON THE
 MG0803'NORTH SIDE OF THE PASTURE, 1 FOOT SOUTH OF THE WOVEN WIRE FENCE
 MG0803'THAT RUNS ALONG THE NORTH SIDE OF THE PASTURE, AND 16 METERS
 MG0803'NORTHEAST OF A 36-INCH BUTT OF A HICKORY TREE.
 MG0803'
 MG0803'HEIGHT OF SIGNAL ABOVE STATION MARK - 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0297 ***********************************************************************
 LF0297  DESIGNATION -  GAUGING STA RM EAST
 LF0297  PID         -  LF0297
 LF0297  STATE/COUNTY-  IA/MONTGOMERY
 LF0297  USGS QUAD   -  VILLISCA (1980)
 LF0297
 LF0297                         *CURRENT SURVEY CONTROL
 LF0297  ___________________________________________________________________
 LF0297* NAD 83(1986)-  40 55 52.     (N)    094 59 49.     (W)     SCALED    
 LF0297* NAVD 88     -       316.525  (meters)    1038.47   (feet)  ADJUSTED  
 LF0297  ___________________________________________________________________
 LF0297  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LF0297  DYNAMIC HT  -         316.359 (meters)    1037.92  (feet)  COMP
 LF0297  MODELED GRAV-     980,091.3   (mgal)                       NAVD 88
 LF0297
 LF0297  VERT ORDER  -  SECOND    CLASS 0
 LF0297
 LF0297.The horizontal coordinates were scaled from a topographic map and have
 LF0297.an estimated accuracy of +/- 6 seconds.
 LF0297
 LF0297.The orthometric height was determined by differential leveling
 LF0297.and adjusted by the National Geodetic Survey in June 1991..
 LF0297
 LF0297.The geoid height was determined by GEOID03.
 LF0297
 LF0297.The dynamic height is computed by dividing the NAVD 88
 LF0297.geopotential number by the normal gravity value computed on the
 LF0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0297.degrees latitude (g = 980.6199 gals.).
 LF0297
 LF0297.The modeled gravity was interpolated from observed gravity values.
 LF0297
 LF0297;                    North         East    Units  Estimated Accuracy
 LF0297;SPC IA S     -   104,480.      373,940.      MT  (+/- 180 meters Scaled)
 LF0297
 LF0297                          SUPERSEDED SURVEY CONTROL
 LF0297
 LF0297  NGVD 29 (??/??/92)  316.41   (m)         1038.1    (f) COMPUTED    2 0
 LF0297
 LF0297.Superseded values are not recommended for survey control.
 LF0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0297.See file dsdata.txt to determine how the superseded data were derived.
 LF0297
 LF0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF318330(NAD 83)
 LF0297_MARKER: DD = SURVEY DISK
 LF0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0297_SP_SET: BRIDGE
 LF0297_STAMPING: USGS GAUGING STATION REFERENCE MARK
 LF0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0297
 LF0297  HISTORY     - Date     Condition        Report By
 LF0297  HISTORY     - UNK      MONUMENTED       USGS
 LF0297  HISTORY     - 1935     GOOD             NGS
 LF0297
 LF0297                          STATION DESCRIPTION
 LF0297
 LF0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LF0297'1.2 MI W FROM VILLISCA.
 LF0297'1.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0297'FROM THE STATION AT VILLISCA, MONTGOMERY COUNTY, AT A BRIDGE
 LF0297'OVER WEST NODAWAY RIVER, AND IN THE TOP OF THE SECOND STEP ON
 LF0297'THE SOUTH SIDE OF THE EAST STONE ABUTMENT.  A UNITED STATES
 LF0297'GEOLOGICAL SURVEY STANDARD DISK, STAMPED USGS GAUGING STATION
 LF0297'REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0815 ***********************************************************************
 OP0815  DESIGNATION -  GAZA NW IOWA PWR COOP MAST
 OP0815  PID         -  OP0815
 OP0815  STATE/COUNTY-  IA/O BRIEN
 OP0815  USGS QUAD   -  GAZA (1964)
 OP0815
 OP0815                         *CURRENT SURVEY CONTROL
 OP0815  ___________________________________________________________________
 OP0815* NAD 83(1996)-  43 02 51.25710(N)    095 35 06.19127(W)     ADJUSTED  
 OP0815* NAVD 88     -       542.     (meters)    1778.     (feet)  VERTCON   
 OP0815  ___________________________________________________________________
 OP0815  LAPLACE CORR-          -6.57  (seconds)                    DEFLEC99
 OP0815  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 OP0815
 OP0815  HORZ ORDER  -  THIRD
 OP0815
 OP0815.The horizontal coordinates were established by classical geodetic methods
 OP0815.and adjusted by the National Geodetic Survey in May 1999..
 OP0815
 OP0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0815
 OP0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0815
 OP0815.The geoid height was determined by GEOID03.
 OP0815
 OP0815;                    North         East     Units Scale Factor Converg.
 OP0815;SPC IA N     - 1,173,996.747 1,330,136.746   MT  0.99996732   -1 24 47.3
 OP0815;UTM  15      - 4,769,340.838   289,454.224   MT  1.00014537   -1 45 54.8
 OP0815
 OP0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0815!SPC IA N     -   0.99991932  x   0.99996732  =   0.99988664
 OP0815!UTM  15      -   0.99991932  x   1.00014537  =   1.00006467
 OP0815
 OP0815                          SUPERSEDED SURVEY CONTROL
 OP0815
 OP0815  NAD 83(1996)-  43 02 51.25711(N)    095 35 06.19127(W) AD(       ) 4
 OP0815  NAD 83(1996)-  43 02 51.25669(N)    095 35 06.18228(W) AD(       ) 4
 OP0815  NAD 83(1986)-  43 02 51.25667(N)    095 35 06.18260(W) AD(       ) 4
 OP0815  NAD 27      -  43 02 51.35610(N)    095 35 05.12789(W) AD(       ) 3
 OP0815  NGVD 29 (07/19/86)  542.     (m)         1778.     (f) VERT ANG       
 OP0815
 OP0815.Superseded values are not recommended for survey control.
 OP0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0815.See file dsdata.txt to determine how the superseded data were derived.
 OP0815
 OP0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH8945469341(NAD 83)
 OP0815_MARKER: 42 = RADIO/TV MAST
 OP0815
 OP0815  HISTORY     - Date     Condition        Report By
 OP0815  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP0815
 OP0815                          STATION DESCRIPTION
 OP0815
 OP0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0815'THE GAZA NORTHWEST IOWA POWER COOPERATIVE KDI 47 MAST IS
 OP0815'LOCATED ABOUT 3.5 MILES SOUTHWEST OF PRIMGHAR, 1.8 MILES
 OP0815'NORTH OF GAZA AND 2 MILES EAST OF U.S. HIGHWAY 59.
 OP0815'
 OP0815'THE STATION IS THE RED LIGHT ATOP THE 280 FEET HIGH BRIDGED STEEL
 OP0815'MAST, WHICH IS SUPPORTED BY GUY CABLES AND IS PAINTED IN
 OP0815'ALTERNATE BANDS OF RED AND WHITE AND HAS 2 OCTAGONAL DISC
 OP0815'ANTENNAES AT THE TOP.
 OP0815'
 OP0815'TO REACH THE MAST FROM THE POST OFFICE IN GAZA, GO NORTH ON
 OP0815'MAIN STREET FOR 0.3 MILE TO A T-JUNCTION.  TURN LEFT AND GO
 OP0815'WEST ON A PAVED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN
 OP0815'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.55 MILES TO THE
 OP0815'MAST ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0828 ***********************************************************************
 OP0828  DESIGNATION -  GEORGE
 OP0828  PID         -  OP0828
 OP0828  STATE/COUNTY-  IA/LYON
 OP0828  USGS QUAD   -  GEORGE EAST (1972)
 OP0828
 OP0828                         *CURRENT SURVEY CONTROL
 OP0828  ___________________________________________________________________
 OP0828* NAD 83(1996)-  43 18 35.00953(N)    095 58 49.99529(W)     ADJUSTED  
 OP0828* NAVD 88     -       443.     (meters)    1453.     (feet)  SCALED    
 OP0828  ___________________________________________________________________
 OP0828  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 OP0828  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 OP0828
 OP0828  HORZ ORDER  -  THIRD
 OP0828
 OP0828.The horizontal coordinates were established by classical geodetic methods
 OP0828.and adjusted by the National Geodetic Survey in May 1999..
 OP0828
 OP0828.The orthometric height was scaled from a topographic map.
 OP0828
 OP0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0828
 OP0828.The geoid height was determined by GEOID03.
 OP0828
 OP0828;                    North         East     Units Scale Factor Converg.
 OP0828;SPC IA N     - 1,203,978.087 1,298,779.357   MT  1.00000815   -1 40 52.3
 OP0828;UTM  15      - 4,799,524.868   258,277.151   MT  1.00031882   -2 02 43.7
 OP0828;UTM  14      - 4,799,638.261   744,877.123   MT  1.00033770   +2 04 19.9
 OP0828
 OP0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0828!SPC IA N     -   0.99993468  x   1.00000815  =   0.99994283
 OP0828!UTM  15      -   0.99993468  x   1.00031882  =   1.00025348
 OP0828!UTM  14      -   0.99993468  x   1.00033770  =   1.00027236
 OP0828
 OP0828|---------------------------------------------------------------------|
 OP0828| PID    Reference Object                     Distance      Geod. Az  |
 OP0828|                                                           dddmmss.s |
 OP0828| CO3155 GEORGE RM 3                          12.488 METERS 09115     |
 OP0828| CO3153 GEORGE RM 1                          23.396 METERS 16233     |
 OP0828| OQ0604 BOYDEN MUNICIPAL TANK               APPROX.13.3 KM 1890537.9 |
 OP0828| CO3154 GEORGE RM 2                          17.303 METERS 27434     |
 OP0828| OP0829 GEORGE AZ MK 2                      APPROX. 1.0 KM 3164102.1 |
 OP0828| OQ0588 GEORGE MUNICIPAL TANK               APPROX. 4.2 KM 3355852.2 |
 OP0828|---------------------------------------------------------------------|
 OP0828
 OP0828                          SUPERSEDED SURVEY CONTROL
 OP0828
 OP0828  NAD 83(1996)-  43 18 35.00953(N)    095 58 49.99528(W) AD(       ) 3
 OP0828  NAD 83(1996)-  43 18 35.00798(N)    095 58 49.98923(W) AD(       ) 3
 OP0828  NAD 83(1986)-  43 18 35.00918(N)    095 58 49.98422(W) AD(       ) 3
 OP0828  NAD 27      -  43 18 35.10200(N)    095 58 48.91100(W) AD(       ) 3
 OP0828
 OP0828.Superseded values are not recommended for survey control.
 OP0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0828.See file dsdata.txt to determine how the superseded data were derived.
 OP0828
 OP0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH5827799525(NAD 83)
 OP0828_MARKER: DS = TRIANGULATION STATION DISK
 OP0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0828_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 OP0828
 OP0828  HISTORY     - Date     Condition        Report By
 OP0828  HISTORY     - 1949     MONUMENTED       CGS
 OP0828  HISTORY     - 1962     GOOD             IA-119
 OP0828  HISTORY     - 1963     GOOD             CGS
 OP0828  HISTORY     - 1980     GOOD             NGS
 OP0828
 OP0828                          STATION DESCRIPTION
 OP0828
 OP0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OP0828'THE STATION IS LOCATED ABOUT 2-1/4 MILES SOUTH AND 1 MILE EAST
 OP0828'OF THE SMALL VILLAGE OF GEORGE.  IT IS 120 FEET NORTH NORTHWEST
 OP0828'OF THE NORTHWEST CORNER OF THE BARN, 21 FEET SOUTH OF A FENCE
 OP0828'CORNER AND 4 FEET SOUTH OF A FENCELINE.  THE MARK IS STAMPED
 OP0828'GEORGE 1949.  AND SET FLUSH WITH THE GROUND.
 OP0828'
 OP0828'REFERENCE MARK NO. 1 IS 61 FEET SOUTH OF A FENCE CORNER, 60
 OP0828'FEET NORTH OF THE NORTHWEST CORNER OF THE BARN AND 1 FOOT WEST
 OP0828'OF A FENCELINE.  THE MARK IS STAMPED GEORGE NO 1 1949 AND IS
 OP0828'SET FLUSH WITH THE GROUND.
 OP0828'
 OP0828'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF A FENCELINE.  THE
 OP0828'MARK IS STAMPED GEORGE NO 2 1949 AND IS SET FLUSH WITH THE GROUND.
 OP0828'
 OP0828'AZIMUTH MARK IS 30 FEET NORTH OF THE CENTERLINE OF A ROAD, 3
 OP0828'FEET WEST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A FENCELINE.
 OP0828'THE MARK IS STAMPED GEORGE 1949 AND PROJECTS ABOUT 2 INCHES.
 OP0828'
 OP0828'TO REACH FROM THE MAIN INTERSECTION IN GEORGE, GO SOUTH ONE
 OP0828'BLOCK, TURN LEFT ALONG NORTHEAST SIDE OF RAILROAD AND FOLLOW
 OP0828'MAIN ROAD SOUTHEASTERLY AND EAST 1.3 MILES TO A T-INTERSECTION,
 OP0828'TURN RIGHT AND GO SOUTH 1.95 MILES TO PRIVATE DRIVE TO FARM
 OP0828'HOME, TURN RIGHT (WEST) FOR ABOUT 0.15 MILE TO SOUTH SIDE OF
 OP0828'BARN AND GATE, PASS THROUGH GATE AND GO NORTH AND EAST AROUND
 OP0828'BARN TO NORTHEAST CORNER OF BARN YARD AND STATION AS DESCRIBED.
 OP0828'
 OP0828'TO REACH THE AZIMUTH MARK FROM THE STATION GO BACK TO THE MAIN
 OP0828'ROAD, TURN (NORTH) AND GO 0.5 MILE TO CROSSROADS, TURN LEFT
 OP0828'(WEST) AND GO 0.3 MILE TO MARK ON RIGHT AS DESCRIBED.
 OP0828'
 OP0828'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 OP0828
 OP0828                          STATION RECOVERY (1962)
 OP0828
 OP0828'RECOVERY NOTE BY LYON COUNTY IOWA 1962 (REF)
 OP0828'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 OP0828'WERE FOUND IN GOOD CONDITION.
 OP0828'
 OP0828'DISTANCE FROM R.M. 1 TO STATION DID NOT CHECK.  R.M. 1 IS 61.7
 OP0828'FT SOUTH, SE OF STATION AND 60 FT NORTH OF BARN.  DISTANCE
 OP0828'FROM R.M. 2 TO STATION CHECKS.  STATION IS ONE FOOT NORTH
 OP0828'OF EAST, WEST BARNLOT FENCE AND 87 FT WEST OF A FENCE CORNER.
 OP0828'FARMER CLAIMS R.M. 1 INTERFERES WITH HIS BARNYARD OPERATION
 OP0828'AND WISHES IT MOVED.
 OP0828'
 OP0828'NO SEARCH MADE FOR AZIMUTH.
 OP0828
 OP0828                          STATION RECOVERY (1963)
 OP0828
 OP0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 OP0828'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 OP0828'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAD
 OP0828'BEEN DESTROYED BY ROAD CONSTRUCTION.  THE FARM ON WHICH THE
 OP0828'STATION AND REFERENCE MARKS ARE LOCATED IS OWNED BY MARTIN
 OP0828'JOHNSON AND FARMED BY MR. HAROLD WORTMAN AND THEY REQUESTED THAT
 OP0828'REFERENCE MARK NO. 1 BE MOVED FROM THE MIDDLE OF THE LIVESTOCK
 OP0828'FEED LOT.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  A COMPLETE
 OP0828'DESCRIPTION FOLLOWS.
 OP0828'
 OP0828'STATION IS LOCATED ABOUT 2 AND 1/2 MILES SOUTH-SOUTHEAST OF THE
 OP0828'SMALL TOWN OF GEORGE AND ABOUT 100 YARDS WEST OF NORTH-SOUTH
 OP0828'GRAVEL ROAD, 121 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 OP0828'OF BARN, 41 FEET NORTHEAST OF THE SOUTHEAST CORNER OF CATTLE
 OP0828'SHED, 29 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 OP0828'SAME SHED, 1.5 FEET NORTH OF AN EAST-WEST FENCE, AND 1
 OP0828'FOOT EAST OF A STEEL WITNESS POST.  THE MARK IS 2 INCHES BELOW
 OP0828'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED GEORGE 1949.
 OP0828'
 OP0828'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE TOWN
 OP0828'OF GEORGE, GO SOUTH FOR 1 BLOCK.  TURN HALF-LEFT AND GO SOUTHEAST
 OP0828'FOR 0.25 MILE TO PAVED ROAD.  TURN HALF-RIGHT AND GO SOUTH ON
 OP0828'PAVED ROAD FOR 1.6 MILES TO CROSSROADS.  TURN LEFT AND GO EAST
 OP0828'ON HARD-SURFACED ROAD FOR 1.0 MILE TO CROSSROADS.  TURN RIGHT
 OP0828'AND GO SOUTH ON GRAVEL ROAD FOR 0.5 MILE TO FARM BUILDINGS
 OP0828'ON THE RIGHT OCCUPIED BY HAROLD WORTMAN AND THE STATION AS
 OP0828'DESCRIBED.
 OP0828'
 OP0828'REFERENCE MARK NO. 2 IS 56.76 FEET WEST OF THE STATION, 83
 OP0828'FEET EAST OF A T-FENCE INTERSECTION, 29 FEET WEST-NORTHWEST
 OP0828'OF THE NORTHEAST CORNER OF CATTLE SHED, 21.5 FEET EAST-NORTHEAST
 OP0828'OF THE NORTHWEST CORNER OF SAME SHED, AND 4.5 FEET NORTH OF
 OP0828'EAST-WEST FENCE ALONG THE NORTH SIDE OF BARNYARD.  THE MARK
 OP0828'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 OP0828'GEORGE NO 2 1949.
 OP0828'
 OP0828'REFERENCE MA RK NO. 3 IS 40.97 FEET EAST OF THE STATION, 70
 OP0828'FEET EAST OF THE NORTHEAST CORNER OF CATTLE SHED, 46 FEET WEST
 OP0828'OF A NORTHEAST FENCE CORNER, AND 1 FOOT NORTH OF FENCE.  THE
 OP0828'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED GEORGE NO 3 1949.
 OP0828'
 OP0828'THERE IS NO AZIMUTH MARK AT THIS STATION BECAUSE A TALL CORN
 OP0828'FIELD ON THE NORTH SIDE OF THE STATION PREVENTED A LINE OF
 OP0828'SIGHT TO AN AVAILABLE SITE FOR NEW MARK.
 OP0828'
 OP0828'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OP0828
 OP0828                          STATION RECOVERY (1980)
 OP0828
 OP0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 OP0828'THE SURFACE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED
 OP0828'IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED THIS DATE.  THE
 OP0828'DISTANCE TO REFERENCE MARK 2 WAS 0.003 METER LONGER THAN 1963 DATA
 OP0828'AND THE DIRECTION WAS 5 SECONDS SMALLER.  THE DISTANCE TO REFERENCE
 OP0828'MARK 3 AGREED AND THE DIRECTION WAS 1 MINUTE, 47 SECONDS LARGER.  THE
 OP0828'DIRECTION TO THE BOYDEN MUNICIPAL WATER TANK WAS 2.9 SECONDS
 OP0828'SMALLER.  A NEW DESCRIPTION FOLLOWS.
 OP0828'
 OP0828'THE STATION IS ABOUT 8 MILES NORTH OF BOYDEN, 2-1/2 MILES SOUTHEAST
 OP0828'OF GEORGE, 1 MILE EAST OF LYON COUNTY ROAD L14 AND ON PROPERTY OWNED
 OP0828'BY MARTIN JOHNSON OF AVON, SOUTH DAKOTA 57315.  THE PROPERTY IS
 OP0828'FARMED BY JAMES WORTMAN.  HAROLD WORTMAN LIVES IN THE HOUSE NEAR THE
 OP0828'STATION.
 OP0828'
 OP0828'TO REACH THE STATION FROM THE JUNCTION OF LYON COUNTY ROADS A34 AND
 OP0828'L14 IN GEORGE, GO SOUTH ON ROAD L14 FOR 2.1 MILES TO A GRAVELED ROAD
 OP0828'RIGHT AND A PAVED ROAD LEFT.  TURN LEFT AND GO EAST ON THE PAVED ROAD
 OP0828'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST FOR 0.5
 OP0828'MILE TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE GRAVELED
 OP0828'ROAD FOR 0.4 MILE TO A FARM DRIVE ON THE RIGHT.  TURN RIGHT AND GO
 OP0828'WEST ON THE FARM DRIVE FOR 0.05 MILE TO A BARN AND THE STATION NORTH
 OP0828'OF THE BARN AND AT THE SOUTH EDGE OF A LINE OF TREES.
 OP0828'
 OP0828'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED---GEORGE
 OP0828'1949---SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 2 INCHES
 OP0828'BELOW THE GROUND SURFACE.  IT IS 121.0 FEET NORTH-NORTHWEST OF THE
 OP0828'NORTHWEST CORNER OF THE BARN, 41.0 FEET NORTHEAST OF THE SOUTHEAST
 OP0828'CORNER OF AN IMPLEMENT SHED, 29.0 FEET EAST-NORTHEAST OF THE NORTHEAST
 OP0828'CORNER OF THE SHED, 1.5 FEET NORTH OF A FENCE AND 1 FOOT EAST OF A
 OP0828'WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 OP0828'
 OP0828'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---GEORGE NO 2 1949---
 OP0828'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 83.0
 OP0828'FEET EAST OF A T-FENCE CORNER, 29.0 FEET WEST-NORTHWEST OF THE
 OP0828'NORTHEAST CORNER OF THE SHED, 21.5 FEET EAST-NORTHEAST OF THE
 OP0828'NORTHWEST CORNER OF THE SHED AND 4.5 FEET NORTH OF THE FENCE.
 OP0828'
 OP0828'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---GEORGE NO 3 1949---
 OP0828'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 70.0
 OP0828'FEET EAST OF THE NORTHEAST CORNER OF THE SHED, 46.0 FEET WEST OF A
 OP0828'FENCE CORNER AND 1 FOOT NORTH OF THE FENCE.
 OP0828'
 OP0828'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---GEORGE 1949 1980---
 OP0828'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT
 OP0828'IS 45.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 20.0 FEET EAST OF
 OP0828'A T-FENCE CORNER, 1.8 FEET WEST OF A WITNESS POST AND 1.5 FEET SOUTH
 OP0828'OF A FENCE.  REBAR WAS PLACED IN THE MARK.
 OP0828'
 OP0828'REBAR WAS DRIVEN ALONGSIDE THE SURFACE STATION AND REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0829 ***********************************************************************
 OP0829  DESIGNATION -  GEORGE AZ MK 2
 OP0829  PID         -  OP0829
 OP0829  STATE/COUNTY-  IA/LYON
 OP0829  USGS QUAD   -  GEORGE EAST (1972)
 OP0829
 OP0829                         *CURRENT SURVEY CONTROL
 OP0829  ___________________________________________________________________
 OP0829* NAD 83(1996)-  43 18 58.42851(N)    095 59 20.23790(W)     ADJUSTED  
 OP0829* NAVD 88     -       432.     (meters)    1417.     (feet)  SCALED    
 OP0829  ___________________________________________________________________
 OP0829  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 OP0829  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 OP0829
 OP0829  HORZ ORDER  -  THIRD
 OP0829
 OP0829.The horizontal coordinates were established by classical geodetic methods
 OP0829.and adjusted by the National Geodetic Survey in May 1999..
 OP0829.No horizontal observational check was made to the station.
 OP0829
 OP0829.The orthometric height was scaled from a topographic map.
 OP0829
 OP0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0829
 OP0829.The geoid height was determined by GEOID03.
 OP0829
 OP0829;                    North         East     Units Scale Factor Converg.
 OP0829;SPC IA N     - 1,204,720.537 1,298,119.369   MT  1.00000943   -1 41 12.8
 OP0829;UTM  15      - 4,800,271.735   257,621.694   MT  1.00032272   -2 03 05.4
 OP0829;UTM  14      - 4,800,336.142   744,169.716   MT  1.00033344   +2 04 00.0
 OP0829
 OP0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0829!SPC IA N     -   0.99993640  x   1.00000943  =   0.99994583
 OP0829!UTM  15      -   0.99993640  x   1.00032272  =   1.00025910
 OP0829!UTM  14      -   0.99993640  x   1.00033344  =   1.00026982
 OP0829
 OP0829:                Primary Azimuth Mark                     Grid Az
 OP0829:SPC IA N     -  GEORGE                                   138 21 54.2
 OP0829:UTM  15      -  GEORGE                                   138 43 46.8
 OP0829:UTM  14      -  GEORGE                                   134 36 41.4
 OP0829
 OP0829|---------------------------------------------------------------------|
 OP0829| PID    Reference Object                     Distance      Geod. Az  |
 OP0829|                                                           dddmmss.s |
 OP0829| OP0828 GEORGE                              APPROX. 1.0 KM 1364041.4 |
 OP0829|---------------------------------------------------------------------|
 OP0829
 OP0829                          SUPERSEDED SURVEY CONTROL
 OP0829
 OP0829  NAD 83(1996)-  43 18 58.42851(N)    095 59 20.23790(W) AD(       ) 3
 OP0829  NAD 83(1996)-  43 18 58.42693(N)    095 59 20.23187(W) AD(       ) 3
 OP0829  NAD 83(1986)-  43 18 58.42817(N)    095 59 20.22679(W) AD(       ) 3
 OP0829  NAD 27      -  43 18 58.52138(N)    095 59 19.15230(W) AD(       ) 3
 OP0829
 OP0829.Superseded values are not recommended for survey control.
 OP0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0829.See file dsdata.txt to determine how the superseded data were derived.
 OP0829
 OP0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ5762200272(NAD 83)
 OP0829_MARKER: DZ = AZIMUTH MARK DISK
 OP0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0829_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0829+STABILITY: SURFACE MOTION
 OP0829
 OP0829  HISTORY     - Date     Condition        Report By
 OP0829  HISTORY     - 1980     MONUMENTED       NGS
 OP0829
 OP0829                          STATION DESCRIPTION
 OP0829
 OP0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 OP0829'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTH OF BOYDEN, 2 MILES
 OP0829'SOUTHEAST OF GEORGE, 1/2 MILE EAST OF LYON COUNTY ROAD L14 AND ON
 OP0829'ROAD RIGHT-OF-WAY.
 OP0829'
 OP0829'TO REACH THE STATION FROM THE JUNCTION OF LYON COUNTY ROADS A34 AND
 OP0829'L14, IN GEORGE, GO SOUTH ON ROAD L14 FOR 2.1 MILES TO A GRAVELED ROAD
 OP0829'RIGHT AND A PAVED ROAD LEFT.  TURN LEFT AND GO EAST ON THE PAVED ROAD
 OP0829'FOR 0.5 MILE TO THE MARK ON THE LEFT.
 OP0829'
 OP0829'THE STATION IS A STANDARD DISK, STAMPED---GEORGE 1949 1980---SET
 OP0829'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 OP0829'45.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 20.0 FEET EAST OF A
 OP0829'T-FENCE CORNER, 1.8 FEET WEST OF A WITNESS POST AND 1.5 FEET SOUTH
 OP0829'OF A FENCE.  REBAR WAS PLACED IN THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0588 ***********************************************************************
 OQ0588  DESIGNATION -  GEORGE MUNICIPAL TANK
 OQ0588  PID         -  OQ0588
 OQ0588  STATE/COUNTY-  IA/LYON
 OQ0588  USGS QUAD   -  GEORGE WEST (1971)
 OQ0588
 OQ0588                         *CURRENT SURVEY CONTROL
 OQ0588  ___________________________________________________________________
 OQ0588* NAD 83(1996)-  43 20 39.44676(N)    096 00 05.97829(W)     ADJUSTED  
 OQ0588* NAVD 88     -                                                        
 OQ0588  ___________________________________________________________________
 OQ0588  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 OQ0588  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 OQ0588
 OQ0588  HORZ ORDER  -  THIRD
 OQ0588
 OQ0588.The horizontal coordinates were established by classical geodetic methods
 OQ0588.and adjusted by the National Geodetic Survey in May 1999..
 OQ0588
 OQ0588
 OQ0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0588
 OQ0588.The geoid height was determined by GEOID03.
 OQ0588
 OQ0588;                    North         East     Units Scale Factor Converg.
 OQ0588;SPC IA N     - 1,207,867.142 1,297,181.345   MT  1.00001511   -1 41 43.8
 OQ0588;UTM  14      - 4,803,415.558   743,027.324   MT  1.00032659   +2 03 32.4
 OQ0588;UTM  15      - 4,803,425.242   256,703.459   MT  1.00032820   -2 03 40.6
 OQ0588
 OQ0588                          SUPERSEDED SURVEY CONTROL
 OQ0588
 OQ0588  NAD 83(1996)-  43 20 39.44676(N)    096 00 05.97829(W) AD(       ) 4
 OQ0588  NAD 83(1996)-  43 20 39.44475(N)    096 00 05.97299(W) AD(       ) 4
 OQ0588  NAD 83(1996)-  43 20 39.44480(N)    096 00 05.97200(W) AD(       ) 4
 OQ0588  NAD 83(1986)-  43 20 39.44633(N)    096 00 05.96684(W) AD(       ) 4
 OQ0588  NAD 27      -  43 20 39.54900(N)    096 00 04.89300(W) AD(       ) 3
 OQ0588
 OQ0588.Superseded values are not recommended for survey control.
 OQ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0588.See file dsdata.txt to determine how the superseded data were derived.
 OQ0588
 OQ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP4302703416(NAD 83)
 OQ0588_MARKER: 53 = ELEVATED TANK
 OQ0588
 OQ0588  HISTORY     - Date     Condition        Report By
 OQ0588  HISTORY     - 1934     FIRST OBSERVED   CGS
 OQ0588  HISTORY     - 1949     GOOD             CGS
 OQ0588
 OQ0588                          STATION DESCRIPTION
 OQ0588
 OQ0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0588'THE STATION IS LOCATED IN THE SMALL VILLAGE OF GEORGE, 1/2
 OQ0588'BLOCK EAST OF THE POST OFFICE.  IT IS 15 PACES FROM THE
 OQ0588'CENTERLINE OF AN ALLEY, HAS 4-LEGS, ABOUT 110 FEET HIGH AND 20
 OQ0588'FEET SQUARE AT THE BASE.  IT IS PAINTED SILVER AND HAS THE NAME
 OQ0588'GEORGE WRITTEN IN LARGE BLACK LETTERS AROUND IT.
 OQ0588'
 OQ0588'THE POINT INTERSECTED WAS THE BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0559 ***********************************************************************
 MH0559  DESIGNATION -  GEORGETOWN
 MH0559  PID         -  MH0559
 MH0559  STATE/COUNTY-  IA/MONROE
 MH0559  USGS QUAD   -  HITEMAN (1982)
 MH0559
 MH0559                         *CURRENT SURVEY CONTROL
 MH0559  ___________________________________________________________________
 MH0559* NAD 83(1996)-  41 00 47.43847(N)    092 57 19.73774(W)     ADJUSTED  
 MH0559* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 MH0559  ___________________________________________________________________
 MH0559  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 MH0559  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 MH0559
 MH0559  HORZ ORDER  -  FIRST
 MH0559
 MH0559.The horizontal coordinates were established by classical geodetic methods
 MH0559.and adjusted by the National Geodetic Survey in May 1999..
 MH0559
 MH0559.The orthometric height was scaled from a topographic map.
 MH0559
 MH0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0559
 MH0559.The geoid height was determined by GEOID03.
 MH0559
 MH0559;                    North         East     Units Scale Factor Converg.
 MH0559;SPC IA S     -   112,654.855   545,801.519   MT  0.99995371   +0 21 31.2
 MH0559;UTM  15      - 4,540,220.829   503,743.227   MT  0.99960017   +0 01 45.2
 MH0559
 MH0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0559!SPC IA S     -   0.99995764  x   0.99995371  =   0.99991135
 MH0559!UTM  15      -   0.99995764  x   0.99960017  =   0.99955783
 MH0559
 MH0559|---------------------------------------------------------------------|
 MH0559| PID    Reference Object                     Distance      Geod. Az  |
 MH0559|                                                           dddmmss.s |
 MH0559| CL8575 GEORGETOWN RM 1                      35.982 METERS 01537     |
 MH0559| CL8574 GEORGETOWN AZ MK                                   1513640.1 |
 MH0559| CL8576 GEORGETOWN RM 2                      19.093 METERS 28719     |
 MH0559| MH0560 GEORGETOWN ST PATRICKS CHURCH        48.061 METERS 33058     |
 MH0559|---------------------------------------------------------------------|
 MH0559
 MH0559                          SUPERSEDED SURVEY CONTROL
 MH0559
 MH0559  NAD 83(1986)-  41 00 47.44426(N)    092 57 19.75175(W) AD(       ) 1
 MH0559  NAD 27      -  41 00 47.42570(N)    092 57 19.03400(W) AD(       ) 1
 MH0559
 MH0559.Superseded values are not recommended for survey control.
 MH0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0559.See file dsdata.txt to determine how the superseded data were derived.
 MH0559
 MH0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF0374340221(NAD 83)
 MH0559_MARKER: DS = TRIANGULATION STATION DISK
 MH0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0559_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0559
 MH0559  HISTORY     - Date     Condition        Report By
 MH0559  HISTORY     - 1956     MONUMENTED       CGS
 MH0559  HISTORY     - 1974     GOOD             USE
 MH0559
 MH0559                          STATION DESCRIPTION
 MH0559
 MH0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0559'STATION IS ABOUT 8 MILES WEST-SOUTHWEST OF ALBIA, JUST EAST
 MH0559'OF THE SMALL VILLAGE OF GEORGETOWN, ON THE NORTH SIDE OF U.S.
 MH0559'HIGHWAY 34, ON PROPERTY OF THE ST. PATRICKS CATHOLIC CHURCH
 MH0559'AND IN SECTION 29, T 72 N, R 18 W.
 MH0559'
 MH0559'TO REACH FROM THE COURTHOUSE IN ALBIA, GO WESTERLY ON U.S. HIGHWAY
 MH0559'34 FOR 8.7 MILES TO THE VILLAGE OF GEORGETOWN AND THE ST. PATRICKS
 MH0559'CATHOLIC CHURCH AND STATION ON THE RIGHT.
 MH0559'
 MH0559'STATION MARKS ARE STANDARD DISKS STAMPED GEORGETOWN 1956.  THE
 MH0559'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MH0559'IS LEVEL WITH THE GROUND SURFACE.  IT IS 134.5 FEET SOUTHEAST OF
 MH0559'THE SOUTHEAST CORNER OF CHURCH, 128 FEET NORTH OF THE CENTER OF
 MH0559'U.S. HIGHWAY 34, 119 FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE,
 MH0559'63 FEET NORTHEAST OF AN IRON LIGHT POLE AND 56 FEET WEST OF THE
 MH0559'CENTER OF DRIVEWAY.  THE UNDERGROUND DISK IS SET IN AN
 MH0559'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 MH0559'
 MH0559'REFERENCE MARK NO. 1, STAMPED GEORGETOWN NO 1 1956, IS A STANDARD
 MH0559'DISK SET IN A ROUND CONCRETE POST WHICH IS LEVEL WITH THE
 MH0559'GROUND SURFACE.  IT IS 2.5 FEET EAST OF THE SOUTHEAST CORNER OF
 MH0559'HOUSE.
 MH0559'
 MH0559'REFERENCE MARK NO. 2, STAMPED GEORGETOWN NO 2 1956, IS A STANDARD
 MH0559'DISK SET IN A ROUND CONCRETE POST WHICH IS LEVEL WITH THE
 MH0559'GROUND SURFACE.  IT IS 108 FEET SOUTH OF THE SOUTHEAST CORNER
 MH0559'OF CHURCH, 48.5 FEET NORTH-NORTHWEST OF AN IRON LIGHT POLE
 MH0559'AND 29.5 FEET EAST OF THE EAST EDGE OF SIDEWALK.
 MH0559'
 MH0559'THE AZIMUTH MARK, STAMPED GEORGETOWN 1956, IS A STANDARD DISK
 MH0559'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 MH0559'IS 82 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR. JOHN A.
 MH0559'COWLES FARM HOME, 39 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 MH0559'25 FEET EAST OF A POWER LINE POLE WITH TRANSFORMER AND 6 INCHES
 MH0559'NORTH OF AN EAST-WEST FENCE LINE.  A STANDARD WITNESS POST
 MH0559'WAS SET 1 FOOT EAST OF THE MARK.
 MH0559'
 MH0559'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 MH0559'HIGHWAY 34 FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT
 MH0559'AND GO SOUTH ON GRAVEL ROAD FOR 0.3 MILE TO THE DRIVEWAY TO
 MH0559'MR. COWLES FARM HOME AND THE AZIMUTH MARK EAST OF DRIVEWAY.  (THE
 MH0559'MAIN TRAVELED ROAD TURNS TO THE EAST AT THIS POINT.
 MH0559'
 MH0559'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MH0559
 MH0559                          STATION RECOVERY (1974)
 MH0559
 MH0559'RECOVERY NOTE BY US ENGINEERS 1974 (MCB)
 MH0559'TRIANGULATION STATION GEORGETOWN 1956-GOOD
 MH0559'
 MH0559'AZ. MARK) GEORGETOWN, 1956-GOOD
 MH0559'
 MH0559'DESCRIPTION ADEQUATE AS PUBLISHED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0560 ***********************************************************************
 MH0560  DESIGNATION -  GEORGETOWN ST PATRICKS CHURCH
 MH0560  PID         -  MH0560
 MH0560  STATE/COUNTY-  IA/MONROE
 MH0560  USGS QUAD   -  HITEMAN (1982)
 MH0560
 MH0560                         *CURRENT SURVEY CONTROL
 MH0560  ___________________________________________________________________
 MH0560* NAD 83(1996)-  41 00 48.80055(N)    092 57 20.73621(W)     ADJUSTED  
 MH0560* NAVD 88     -                                                        
 MH0560  ___________________________________________________________________
 MH0560  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 MH0560  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 MH0560
 MH0560  HORZ ORDER  -  THIRD
 MH0560
 MH0560.The horizontal coordinates were established by classical geodetic methods
 MH0560.and adjusted by the National Geodetic Survey in May 1999..
 MH0560
 MH0560
 MH0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0560
 MH0560.The geoid height was determined by GEOID03.
 MH0560
 MH0560;                    North         East     Units Scale Factor Converg.
 MH0560;SPC IA S     -   112,696.724   545,777.927   MT  0.99995369   +0 21 30.6
 MH0560;UTM  15      - 4,540,262.818   503,719.884   MT  0.99960017   +0 01 44.5
 MH0560
 MH0560                          SUPERSEDED SURVEY CONTROL
 MH0560
 MH0560  NAD 83(1986)-  41 00 48.80614(N)    092 57 20.75068(W) AD(       ) 4
 MH0560  NAD 27      -  41 00 48.78800(N)    092 57 20.03200(W) AD(       ) 3
 MH0560
 MH0560.Superseded values are not recommended for survey control.
 MH0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0560.See file dsdata.txt to determine how the superseded data were derived.
 MH0560
 MH0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF0372040263(NAD 83)
 MH0560_MARKER: 90 = CHURCH SPIRE
 MH0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0560+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2004
 MH0560
 MH0560  HISTORY     - Date     Condition        Report By
 MH0560  HISTORY     - 1956     FIRST OBSERVED   CGS
 MH0560  HISTORY     - 20040916 GOOD             GEOCAC
 MH0560
 MH0560                          STATION DESCRIPTION
 MH0560
 MH0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0560'STATION IS LOCATED ABOUT 8 MILES WEST-NORTHWEST OF ALBIA AND
 MH0560'IS IN SECTION 29, T. 72 N., R. 18 W. AND JUST EAST OF THE
 MH0560'SMALL VILLAGE OF GEORGETOWN.
 MH0560'
 MH0560'STATION IS A CROSS ATOP A SILVER SPIRE WHICH IS ON THE SOUTH
 MH0560'END OF A LARGE, TAN, ROCK CHURCH APPROXIMATELY 90 FEET HIGH.
 MH0560
 MH0560                          STATION RECOVERY (2004)
 MH0560
 MH0560'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 MH0560'FOUND WITHIN HANDHELD ACCURACY OF GIVEN COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2136 ***********************************************************************
 AE2136  CBN         -  This is a Cooperative Base Network Control Station.
 AE2136  PACS        -  This is a Primary Airport Control Station.
 AE2136  DESIGNATION -  GGI A
 AE2136  PID         -  AE2136
 AE2136  STATE/COUNTY-  IA/POWESHIEK
 AE2136  USGS QUAD   -  GRINNELL SOUTH (1979)
 AE2136
 AE2136                         *CURRENT SURVEY CONTROL
 AE2136  ___________________________________________________________________
 AE2136* NAD 83(1996)-  41 42 35.52394(N)    092 44 03.24742(W)     ADJUSTED  
 AE2136* NAVD 88     -       305.30   (meters)    1001.6    (feet)  GPS OBS   
 AE2136  ___________________________________________________________________
 AE2136  X           -    -227,482.968 (meters)                     COMP
 AE2136  Y           -  -4,763,276.195 (meters)                     COMP
 AE2136  Z           -   4,221,783.293 (meters)                     COMP
 AE2136  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AE2136  ELLIP HEIGHT-         273.36  (meters)          (06/15/04) GPS OBS
 AE2136  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 AE2136
 AE2136  HORZ ORDER  -  B
 AE2136  ELLP ORDER  -  FOURTH    CLASS I
 AE2136
 AE2136.This mark is at Grinnell Regional Airport (GGI)
 AE2136
 AE2136.The horizontal coordinates were established by GPS observations
 AE2136.and adjusted by the National Geodetic Survey in August 1997..
 AE2136
 AE2136.The orthometric height was determined by GPS observations and a
 AE2136.high-resolution geoid model.
 AE2136
 AE2136.GPS derived orthometric heights for airport stations designated as
 AE2136.PACS or SACS are published to 2 decimal places.  This maintains
 AE2136.centimeter relative accuracy between the PACS and SACS.  It does
 AE2136.not indicate centimeter accuracy relative to other marks which are
 AE2136.part of the NAVD 88 network.
 AE2136
 AE2136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2136
 AE2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2136
 AE2136.The ellipsoidal height was determined by GPS observations
 AE2136.and is referenced to NAD 83.
 AE2136
 AE2136.The geoid height was determined by GEOID03.
 AE2136
 AE2136;                    North         East     Units Scale Factor Converg.
 AE2136;SPC IA S     -   190,163.875   563,729.957   MT  0.99998778   +0 30 15.9
 AE2136;UTM  15      - 4,617,598.109   522,109.699   MT  0.99960602   +0 10 36.6
 AE2136
 AE2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2136!SPC IA S     -   0.99995713  x   0.99998778  =   0.99994491
 AE2136!UTM  15      -   0.99995713  x   0.99960602  =   0.99956316
 AE2136
 AE2136                          SUPERSEDED SURVEY CONTROL
 AE2136
 AE2136  ELLIP H (08/25/97)  273.40   (m)                       GP(       ) 4 1
 AE2136
 AE2136.Superseded values are not recommended for survey control.
 AE2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2136.See file dsdata.txt to determine how the superseded data were derived.
 AE2136
 AE2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2211017598(NAD 83)
 AE2136_MARKER: I = METAL ROD
 AE2136_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2136_STAMPING: GGI A 1996
 AE2136_MARK LOGO: NGS   
 AE2136_PROJECTION: FLUSH
 AE2136_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2136+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE2136_ROD/PIPE-DEPTH: 8.53 meters
 AE2136_SLEEVE-DEPTH  : 0.91 meters
 AE2136
 AE2136  HISTORY     - Date     Condition        Report By
 AE2136  HISTORY     - 1996     MONUMENTED       NGS
 AE2136
 AE2136                          STATION DESCRIPTION
 AE2136
 AE2136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 AE2136'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTH-SOUTHEAST OF
 AE2136'GRINNELL, IA., AND ABOUT 0.8 KM (0.50 MI) NORTH OF INTERSTATE 80 (EXIT
 AE2136'182) , AT THE GRINNELL REGIONAL AIRPORT/BILLY C.  ROBINSON MEMORIAL
 AE2136'FIELD.  IN THE GRASS, NORTHWEST OF THE AIRPORT OFFICE, AT THE
 AE2136'SOUTHWEST CORNER OF THE PERIMETER FENCE, JUST SOUTHEAST OF AND IN LINE
 AE2136'WITH THE NORTHWEST-SOUTHEAST FENCE, JUST NORTH OF A DIM TRACK ROAD.
 AE2136'OWNERSHIP--CITY OF GRINNELL.  GRINNELL AVIATION, 1607 WEST STREET
 AE2136'SOUTH, GRINNELL, IA.  50112.  AIRPORT MANAGER BILL SMOTHERS, PHONE
 AE2136'515-236-8007.  NOTE--THIS STATION IS THE (PACS AND CBN STATION) .  TO
 AE2136'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE
 AE2136'HIGHWAY 146 (EXIT 182) , ABOUT 4.8 KM (3.00 MI) SOUTH OF GRINNELL, GO
 AE2136'NORTH, 0.8 KM (0.50 MI) ALONG HIGHWAY 146 TO THE AIRPORT ENTRANCE ROAD
 AE2136'ON THE LEFT.  TURN LEFT, THEN RIGHT, THEN LEFT, WESTERLY, 0.32 KM
 AE2136'(0.20 MI) ALONG THE ENTRANCE ROAD AND THE EAST-WEST PERIMETER FENCE TO
 AE2136'WHERE THE ROAD BEARS LEFT.  CONTINUE WEST, 0.32 KM (0.20 MI) CROSSING
 AE2136'THE CURB AND ALONG A DIM TRACK ROAD ON THE SOUTH SIDE OF THE FENCE TO
 AE2136'THE SOUTHWEST CORNER AND THE STATION ON THE RIGHT, JUST SOUTHEAST OF
 AE2136'THE CORNER.  STATION IS 92.9 M (304.8 FT) NORTHEAST OF THE RUNWAY
 AE2136'CENTER, 3.4 M (11.2 FT) NORTH OF A TRACK ROAD CENTER, 2.1 M (6.9 FT)
 AE2136'WEST-SOUTHWEST OF THE EAST 1 OF 3 BRACED FENCE POSTS, 1.1 M (3.6 FT)
 AE2136'SOUTHEAST OF THE SOUTHWEST CORNER FENCE POST, 0.6 M (2.0 FT) SOUTH OF
 AE2136'A WITNESS POST AND FENCE, AND THE STATION IS ABOUT 0.7 M (2.3 FT)
 AE2136'ABOVE THE TRACK ROAD AND FLUSH WITH THE GROUND SURFACE.  BY R.G.
 AE2136'HAYES  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0815 ***********************************************************************
 MJ0815  DESIGNATION -  GIBSON
 MJ0815  PID         -  MJ0815
 MJ0815  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0815  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0815
 MJ0815                         *CURRENT SURVEY CONTROL
 MJ0815  ___________________________________________________________________
 MJ0815* NAD 83(1996)-  41 12 26.64473(N)    095 54 30.07014(W)     ADJUSTED  
 MJ0815* NAVD 88     -       296.808  (meters)     973.78   (feet)  ADJUSTED  
 MJ0815  ___________________________________________________________________
 MJ0815  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 MJ0815  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 MJ0815  DYNAMIC HT  -         296.686 (meters)     973.38  (feet)  COMP
 MJ0815  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 MJ0815
 MJ0815  HORZ ORDER  -  SECOND
 MJ0815  VERT ORDER  -  SECOND    CLASS 0
 MJ0815
 MJ0815.The horizontal coordinates were established by classical geodetic methods
 MJ0815.and adjusted by the National Geodetic Survey in May 1999..
 MJ0815
 MJ0815.The orthometric height was determined by differential leveling
 MJ0815.and adjusted by the National Geodetic Survey in June 1991..
 MJ0815
 MJ0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0815
 MJ0815.The geoid height was determined by GEOID03.
 MJ0815
 MJ0815.The dynamic height is computed by dividing the NAVD 88
 MJ0815.geopotential number by the normal gravity value computed on the
 MJ0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0815.degrees latitude (g = 980.6199 gals.).
 MJ0815
 MJ0815.The modeled gravity was interpolated from observed gravity values.
 MJ0815
 MJ0815;                    North         East     Units Scale Factor Converg.
 MJ0815;SPC IA S     -   136,876.162   298,045.519   MT  0.99994838   -1 35 11.0
 MJ0815;SPC NE       -   160,672.854   842,929.554   MT  0.99967209   +2 42 41.5
 MJ0815;UTM  15      - 4,565,859.948   256,157.396   MT  1.00033184   -1 55 00.9
 MJ0815
 MJ0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0815!SPC IA S     -   0.99995774  x   0.99994838  =   0.99990612
 MJ0815!SPC NE       -   0.99995774  x   0.99967209  =   0.99962984
 MJ0815!UTM  15      -   0.99995774  x   1.00033184  =   1.00028956
 MJ0815
 MJ0815:                Primary Azimuth Mark                     Grid Az
 MJ0815:SPC IA S     -  GIBSON AZ MK RESET                       059 47 47.2
 MJ0815:SPC NE       -  GIBSON AZ MK RESET                       055 29 54.7
 MJ0815:UTM  15      -  GIBSON AZ MK RESET                       060 07 37.1
 MJ0815
 MJ0815|---------------------------------------------------------------------|
 MJ0815| PID    Reference Object                     Distance      Geod. Az  |
 MJ0815|                                                           dddmmss.s |
 MJ0815| MJ1238 GIBSON AZ MK RESET                  421.428 METERS 0581236.2 |
 MJ0815| MJ0818 GIBSON AZ MK                                       0582016.5 |
 MJ0815| MJ1224 RADIO STA KOIL TRANS TR C OF 3      APPROX. 2.4 KM 0664634.8 |
 MJ0815| MJ0816 GIBSON RM 1                          37.478 METERS 09001     |
 MJ0815| MJ0817 GIBSON RM 2                          23.911 METERS 35714     |
 MJ0815|---------------------------------------------------------------------|
 MJ0815
 MJ0815                          SUPERSEDED SURVEY CONTROL
 MJ0815
 MJ0815  NAD 83(1996)-  41 12 26.64473(N)    095 54 30.07014(W) AD(       ) 2
 MJ0815  NAD 83(1986)-  41 12 26.65332(N)    095 54 30.06986(W) AD(       ) 2
 MJ0815  NAD 27      -  41 12 26.65600(N)    095 54 29.02100(W) AD(       ) 2
 MJ0815  NGVD 29 (??/??/92)  296.692  (m)          973.40   (f) ADJ UNCH    2 0
 MJ0815
 MJ0815.Superseded values are not recommended for survey control.
 MJ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0815.See file dsdata.txt to determine how the superseded data were derived.
 MJ0815
 MJ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5615765860(NAD 83)
 MJ0815_MARKER: DS = TRIANGULATION STATION DISK
 MJ0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0815_STAMPING: GIBSON 1947
 MJ0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0815+STABILITY: SURFACE MOTION
 MJ0815
 MJ0815  HISTORY     - Date     Condition        Report By
 MJ0815  HISTORY     - 1947     MONUMENTED       CGS
 MJ0815  HISTORY     - 1948     GOOD             NGS
 MJ0815  HISTORY     - 1972     GOOD             NGS
 MJ0815  HISTORY     - 1973     GOOD             LOCENG
 MJ0815  HISTORY     - 1974     GOOD             NGS
 MJ0815
 MJ0815                          STATION DESCRIPTION
 MJ0815
 MJ0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ0815'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF THE EAST END OF
 MJ0815'THE SOUTH OMAHA BRIDGE.  IT IS ABOUT 200 FEET WEST OF THE KFMX-KSWI
 MJ0815'TRANSMITTER SHACK, 36 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 MJ0815'OF A GRAVELED DRIVE AND 28.4 FEET WEST OF A TELEPHONE POLE.
 MJ0815'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GIBSON
 MJ0815'1947.
 MJ0815'
 MJ0815'REFERENCE MARK NO. 1 IS 122.95 FEET EAST OF THE STATION, 27 FEET
 MJ0815'SOUTHWEST OF A GRAVELED DRIVE AND 2 FEET SOUTH-SOUTHWEST OF A
 MJ0815'POWER POLE WITH THREE TRANSFORMERS.  THE MARK PROJECTS ABOUT 4
 MJ0815'INCHES AND THE DISK IS STAMPED GIBSON NO 1 1947.
 MJ0815'
 MJ0815'REFERENCE MARK NO. 2 IS 78.41 FEET NORTH OF THE STATION AND 42
 MJ0815'FEET NORTH OF A GRAVELED DRIVE.  THE MARK PROJECTS ABOUT 6 INCHES
 MJ0815'AND THE DISK IS STAMPED GIBSON NO 2 1947.
 MJ0815'
 MJ0815'THE AZIMUTH MARK IS ABOUT 0.3 MILE EAST-NORTHEAST OF THE STATION,
 MJ0815'ABOUT 170 FEET SOUTH OF U.S. HIGHWAY 275, 27 FEET WEST OF THE
 MJ0815'APPROXIMATE CENTERLINE OF A DIRT ROAD AND 3 FEET NORTH OF A WHITE
 MJ0815'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 MJ0815'STAMPED GIBSON 1947.
 MJ0815'
 MJ0815'TO REACH THE STATION FROM THE EAST END OF THE SOUTH OMAHA BRIDGE
 MJ0815'GO EAST ON U.S. HIGHWAY 275 FOR 0.5 MILE TO A GRAVELED DRIVE RIGHT,
 MJ0815'TURN RIGHT AND GO ABOUT 0.05 MILE TO FORK AND STATION ON RIGHT
 MJ0815'AS DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION GO 0.05 MILE
 MJ0815'NORTH TO U.S. HIGHWAY 275, TURN RIGHT AND GO EAST FOR 0.3 MILE TO
 MJ0815'DIRT ROAD RIGHT, TURN RIGHT AND GO ABOUT 170 FEET TO MARK ON
 MJ0815'RIGHT AS DESCRIBED.
 MJ0815'
 MJ0815'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MJ0815
 MJ0815                          STATION RECOVERY (1948)
 MJ0815
 MJ0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0815'1.4 MI E FROM SOUTH OMAHA.
 MJ0815'1.35 MILES EAST ALONG U.S. HIGHWAY 275 FROM THE WEST END OF THE
 MJ0815'SOUTH OMAHA BRIDGE OVER THE MISSOURI RIVER AT SOUTH OMAHA, ABOUT
 MJ0815'300.0 FEET SOUTHEAST ALONG A DIRT ROAD FROM U.S. HIGHWAY 275,
 MJ0815'37.6 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING EAST
 MJ0815'TO THE CONTROL BUILDING FOR A LONE TRANSMITTING TOWER OF RADIO
 MJ0815'STATION KSWI, 32.6 FEET NORTHEAST OF THE CENTER LINE OF A DIRT
 MJ0815'DRIVE TO THE HOME OF THE ATTENDANT FOR THE TOWER, 53.4 FEET
 MJ0815'NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE ATTENDANTS HOME,
 MJ0815'32.6 FEET EAST SOUTHEAST OF A 20-INCH ELM TREE, 2.0 FEET EAST
 MJ0815'OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MJ0815'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 MJ0815
 MJ0815                          STATION RECOVERY (1972)
 MJ0815
 MJ0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CLN)
 MJ0815'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 MJ0815'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND LYING ON TOP THE
 MJ0815'GROUND.  A NEW AZIMUTH MARK WAS ESTABLISHED THIS DATE.  THE ANGLE
 MJ0815'BETWEEN THE REFERENCE MARKS AND THE DISTANCES TO THE REFERENCE
 MJ0815'MARKS COMPARED FAVORABLE WITH THE PREVIOUS DATA.  THE PREVIOUS
 MJ0815'ROUTE TO REACH THE STATION IS ADEQUATE.  BEING NO OLD TIE LINES
 MJ0815'ARE VISIBLE FROM THE GROUND, A POLARIS OBSERVATION WILL BE MADE
 MJ0815'AT A LATER DATE TO DETERMINE THE AZIMUTH TO THE NEW AZIMUTH
 MJ0815'MARK SET THIS DATE.
 MJ0815'
 MJ0815'FOLLOWING ARE ADDITIONAL NOTES FOR THE MARKS AND A DESCRIPTION
 MJ0815'FOR THE NEW AZIMUTH MARK.
 MJ0815'
 MJ0815'THE STATION MARK IS 135 FEET NORTH-NORTHWEST OF THE NORTHWEST
 MJ0815'CORNER OF KNOTTS CAFE, 35 FEET SOUTH OF THE CENTER OF A DRIVEWAY,
 MJ0815'29 FEET WEST-SOUTHWEST OF A POWER POLE AND IS FLUSH WITH THE GROUND
 MJ0815'SURFACE.
 MJ0815'
 MJ0815'REFERENCE MARK 1 IS 53 FEET NORTHEAST OF A POWER POLE WITH LIGHT,
 MJ0815'26 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 2.5 FEET SOUTHWEST
 MJ0815'OF A POWER POLE AND THE MARK IS 6 INCHES BELOW THE GROUND SURFACE.
 MJ0815'
 MJ0815'REFERENCE MARK 2 IS 43 FEET NORTH OF THE CENTER OF THE DRIVEWAY,
 MJ0815'14 FEET NORTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST,
 MJ0815'ON THE SOUTH BANK OF A SMALL POND AND THE MARK PROJECTS 4 INCHES
 MJ0815'ABOVE THE GROUND.
 MJ0815'
 MJ0815'THE AZIMUTH MARK IS A S STANDARD DISK STAMPED GIBSON 1947 1972, SET
 MJ0815'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 MJ0815'GROUND SURFACE.  IT IS 30.5 FEET SOUTHEAST OF THE WEST END OF A
 MJ0815'METAL CULVERT, 30 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 MJ0815'18.5 FEET SOUTHEAST OF A CORNER FENCE POST, 14 FEET SOUTH OF A
 MJ0815'FENCE AND OVERHEAD POWER LINES AND 1 FOOT SOUTH OF A METAL
 MJ0815'WITNESS POST.
 MJ0815'
 MJ0815'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.05 MILE TO
 MJ0815'U.S. HIGHWAY 275, TURN RIGHT AND GO EAST FOR 0.3 MILE TO A SIDE
 MJ0815'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD
 MJ0815'FOR ABOUT 55 YARDS TO THE AZIMUTH MARK ON THE RIGHT.
 MJ0815
 MJ0815                          STATION RECOVERY (1973)
 MJ0815
 MJ0815'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 MJ0815'STATION RECOVERED BY GOLLEHON - SCHERNMER ASSOC INC
 MJ0815'
 MJ0815'GIBSON 1947 -- STATION FOUND IN GOOD CONDITION.
 MJ0815'
 MJ0815'GIBSON R.M. 1 --COULD NOT FIND
 MJ0815'
 MJ0815'GIBSON 1947 AZIMUTH --DID NOT USE
 MJ0815'
 MJ0815'GIBSON 1947 WITH 1972 STAMPED OVER IT, LEANING.
 MJ0815'
 MJ0815'GIBSON NO. 2 1947--FOUND IN GOOD CONDITION.
 MJ0815
 MJ0815                          STATION RECOVERY (1974)
 MJ0815
 MJ0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MJ0815'THE STATION MARK AND THE REFERENCE MARKS WERE FOUND IN GOOD
 MJ0815'CONDITION.  THE AZIMUTH MARK WAS FOUND TILTED SLIGHTLY TO THE NORTH
 MJ0815'AND IT IS BELIEVED IT WAS MOVED SLIGHTLY BY ROAD MACHINERY WHEN
 MJ0815'THE ROAD AT THE MARK WAS REBUILT, HOWEVER THE MARK IS SOLID IN
 MJ0815'THE GROUND AND IN GOOD CONDITION.  THE 1974 DIRECTION TO THE
 MJ0815'AZIMUTH MARK MISSED THE 1972 DIRECTION DUE TO MOVEMENT AT THE
 MJ0815'AZIMUTH MARK.  THE DIRECTION TO THE OMAHA, KMTV TOWER CH 3,
 MJ0815'OMAHA, KETV TOWER CH 7 AND THE IOWA, POWER AND LIGHT CO. WEST
 MJ0815'STACK CHECKED THE 1972 DIRECTION.  THE DIRECTION TO THE COUNCIL
 MJ0815'BLUFFS, KRCB RAD MAST MISSED THE 1972 DIRECTION AND THIS DATE
 MJ0815'THE LIGHT AT THE TOP OF THE MAST WAS THE POINT OBSERVED.  POLARIS
 MJ0815'OBSERVATIONS WERE MADE THIS DATE ALONG WITH OBSERVING THE
 MJ0815'DIRECTION TO THE AZIMUTH MARK 1947 1972 AND THE OMAHA, KMTV
 MJ0815'TOWER, CH 3 (LIGHT).
 MJ0815'
 MJ0815'THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT
 MJ0815'RE-CHECKED THIS DATE.
 MJ0815'
 MJ0815'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE EAST
 MJ0815'OF SOUTH OMAHA BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0658 ***********************************************************************
 MH0658  DESIGNATION -  GIBSON
 MH0658  PID         -  MH0658
 MH0658  STATE/COUNTY-  IA/CLARKE
 MH0658  USGS QUAD   -  JAMISON (1983)
 MH0658
 MH0658                         *CURRENT SURVEY CONTROL
 MH0658  ___________________________________________________________________
 MH0658* NAD 83(1996)-  41 01 50.76764(N)    093 40 31.25940(W)     ADJUSTED  
 MH0658* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 MH0658  ___________________________________________________________________
 MH0658  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 MH0658  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 MH0658
 MH0658  HORZ ORDER  -  SECOND
 MH0658
 MH0658.The horizontal coordinates were established by classical geodetic methods
 MH0658.and adjusted by the National Geodetic Survey in May 1999..
 MH0658
 MH0658.The orthometric height was scaled from a topographic map.
 MH0658
 MH0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0658
 MH0658.The geoid height was determined by GEOID03.
 MH0658
 MH0658;                    North         East     Units Scale Factor Converg.
 MH0658;SPC IA S     -   114,479.871   485,254.479   MT  0.99995276   -0 06 55.8
 MH0658;UTM  15      - 4,542,392.348   443,228.282   MT  0.99963967   -0 26 36.1
 MH0658
 MH0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0658!SPC IA S     -   0.99995188  x   0.99995276  =   0.99990464
 MH0658!UTM  15      -   0.99995188  x   0.99963967  =   0.99959157
 MH0658
 MH0658|---------------------------------------------------------------------|
 MH0658| PID    Reference Object                     Distance      Geod. Az  |
 MH0658|                                                           dddmmss.s |
 MH0658| CL8581 GIBSON RM 1                          27.386 METERS 18212     |
 MH0658| CL8582 GIBSON RM 2                          20.377 METERS 27238     |
 MH0658| MH0660 OSCEOLA MUNICIPAL TANK              APPROX. 7.8 KM 2731605.0 |
 MH0658| CL8580 GIBSON AZ MK                                       2873349.3 |
 MH0658|---------------------------------------------------------------------|
 MH0658
 MH0658                          SUPERSEDED SURVEY CONTROL
 MH0658
 MH0658  NAD 83(1986)-  41 01 50.77113(N)    093 40 31.27029(W) AD(       ) 2
 MH0658  NAD 27      -  41 01 50.78040(N)    093 40 30.48460(W) AD(       ) 2
 MH0658
 MH0658.Superseded values are not recommended for survey control.
 MH0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0658.See file dsdata.txt to determine how the superseded data were derived.
 MH0658
 MH0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF4322842392(NAD 83)
 MH0658_MARKER: DS = TRIANGULATION STATION DISK
 MH0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0658
 MH0658  HISTORY     - Date     Condition        Report By
 MH0658  HISTORY     - 1958     MONUMENTED       CGS
 MH0658
 MH0658                          STATION DESCRIPTION
 MH0658
 MH0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MH0658'THE STATION IS ABOUT 5 MILES EAST OF OSCEOLA, ON THE SOUTH
 MH0658'SIDE OF THE SOUTHEAST 1/4 OF SECTION 13, T. 72N., R.25 W.,
 MH0658'ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 34.  IT IS 60 FEET NORTH OF THE
 MH0658'CENTERLINE OF U.S. HIGHWAY 34, 56 FEET NORTHEAST OF A POWER
 MH0658'POLE, 5 FEET SOUTHEAST OF A WHITE WITNESS POST AND 4 FEET SOUTH
 MH0658'OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 MH0658'GIBSON 1958.
 MH0658'
 MH0658'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 MH0658'SQUARE IN OSCEOLA, GO SOUTH ON U.S. HIGHWAY 69 FOR 0.2 MILE
 MH0658'TO THE JUNCTION OF U.S. HIGHWAYS 69 AND 34.  TURN LEFT AND
 MH0658'GO EAST ON U.S. HIGHWAY 34 FOR 3.75 MILES TO A GRAVELED
 MH0658'CROSSROAD. CONTINUE AHEAD ON HIGHWAY 34 FOR 0.9 MILE TO
 MH0658'THE STATION OF THE LEFT, NORTH, SIDE OF THE ROAD.
 MH0658'
 MH0658'FROM THIS POINT, TURN LEFT AND GO NORTH ON THE GRAVELED ROAD
 MH0658'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT, EAST, SIDE
 MH0658'OF THE ROAD.
 MH0658'
 MH0658'REFERENCE MARK 1 IS 50 FEET EAST OF A TELEPHONE POLE, 30
 MH0658'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 34 AND 1 FOOT
 MH0658'NORTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 MH0658'STAMPED GIBSON NO 1 1958.
 MH0658'
 MH0658'REFERENCE MARK 2 IS 63 FEET WEST OF A WHITE WITNESS POST,
 MH0658'62 FEET NORTH OF THE CENTERLINE OF HIGHWAY 34, 39 FEET NORTHWEST
 MH0658'OF A POWER POLE AND 1 FOOT SOUTH OF A FENCE.  THE MONUMENT
 MH0658'IS FLUSH AND THE DISK IS STAMPED GIBSON NO 2 1958.
 MH0658'
 MH0658'THE AZIMUTH MARK IS 150 FEET NORTH OF THE NORTHWEST CORNER
 MH0658'OF A FENCE SURROUNDING AN ELECTRIC SUB STATION, 46 FEET
 MH0658'EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 7 FEET EAST OF
 MH0658'A T-FENCE CORNER, 2 FEET EAST OF A WHITE WITNESS POST AND 1
 MH0658'FOOT SOUTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 MH0658'STAMPED GIBSON 1958.
 MH0658'
 MH0658'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0818 ***********************************************************************
 MJ0818  DESIGNATION -  GIBSON AZ MK
 MJ0818  PID         -  MJ0818
 MJ0818  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0818  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0818
 MJ0818                         *CURRENT SURVEY CONTROL
 MJ0818  ___________________________________________________________________
 MJ0818* NAD 83(1986)-  41 12 33.     (N)    095 54 14.     (W)     SCALED    
 MJ0818* NAVD 88     -       296.288  (meters)     972.07   (feet)  ADJUSTED  
 MJ0818  ___________________________________________________________________
 MJ0818  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 MJ0818  DYNAMIC HT  -         296.166 (meters)     971.67  (feet)  COMP
 MJ0818  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 MJ0818
 MJ0818  VERT ORDER  -  SECOND    CLASS 0
 MJ0818
 MJ0818.The horizontal coordinates were scaled from a topographic map and have
 MJ0818.an estimated accuracy of +/- 6 seconds.
 MJ0818
 MJ0818.The orthometric height was determined by differential leveling
 MJ0818.and adjusted by the National Geodetic Survey in June 1991..
 MJ0818
 MJ0818.The geoid height was determined by GEOID03.
 MJ0818
 MJ0818.The dynamic height is computed by dividing the NAVD 88
 MJ0818.geopotential number by the normal gravity value computed on the
 MJ0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0818.degrees latitude (g = 980.6199 gals.).
 MJ0818
 MJ0818.The modeled gravity was interpolated from observed gravity values.
 MJ0818
 MJ0818;                    North         East    Units  Estimated Accuracy
 MJ0818;SPC IA S     -   137,060.      298,430.      MT  (+/- 180 meters Scaled)
 MJ0818
 MJ0818                          SUPERSEDED SURVEY CONTROL
 MJ0818
 MJ0818  NGVD 29 (??/??/92)  296.172  (m)          971.69   (f) ADJ UNCH    2 0
 MJ0818
 MJ0818.Superseded values are not recommended for survey control.
 MJ0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0818.See file dsdata.txt to determine how the superseded data were derived.
 MJ0818
 MJ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF565660(NAD 83)
 MJ0818_MARKER: DZ = AZIMUTH MARK DISK
 MJ0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0818_STAMPING: GIBSON 1947
 MJ0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0818+STABILITY: SURFACE MOTION
 MJ0818
 MJ0818  HISTORY     - Date     Condition        Report By
 MJ0818  HISTORY     - 1947     MONUMENTED       CGS
 MJ0818  HISTORY     - 1948     GOOD             NGS
 MJ0818
 MJ0818                          STATION DESCRIPTION
 MJ0818
 MJ0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0818'1.6 MI E FROM SOUTH OMAHA.
 MJ0818'1.65 MILES EAST ALONG U.S. HIGHWAY 275 FROM THE WEST END OF THE
 MJ0818'SOUTH OMAHA BRIDGE OVER THE MISSOURI RIVER AT SOUTH OMAHA, AT
 MJ0818'THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 178.0 FEET SOUTH
 MJ0818'ALONG THE DIRT ROAD FROM THE CENTER LINE OF U.S. HIGHWAY 275,
 MJ0818'ABOUT 30.0 FEET NORTH OF A POINT WHERE THE DIRT ROAD MAKES A
 MJ0818'SLIGHT TURN TO GO DUE SOUTH, 25.0 FEET WEST OF THE CENTER LINE
 MJ0818'OF THE DIRT ROAD, 20.0 FEET SOUTH OF THE EDGE OF A BORROW PIT
 MJ0818'AND A HEDGE ROW WHICH FOLLOWS SOUTHWEST ALONG THE HIGHWAY
 MJ0818'RIGHT-OF-WAY FENCE LINE, 2.7 FEET NORTH OF A 4 X 4 REFERENCE
 MJ0818'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 MJ0818'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1238 ***********************************************************************
 MJ1238  DESIGNATION -  GIBSON AZ MK RESET
 MJ1238  PID         -  MJ1238
 MJ1238  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1238  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1238
 MJ1238                         *CURRENT SURVEY CONTROL
 MJ1238  ___________________________________________________________________
 MJ1238* NAD 83(1996)-  41 12 33.84104(N)    095 54 14.69430(W)     ADJUSTED  
 MJ1238* NAVD 88     -       296.1    (meters)     971.     (feet)  VERTCON   
 MJ1238  ___________________________________________________________________
 MJ1238  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 MJ1238  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 MJ1238
 MJ1238  HORZ ORDER  -  THIRD
 MJ1238
 MJ1238.The horizontal coordinates were established by classical geodetic methods
 MJ1238.and adjusted by the National Geodetic Survey in May 1999..
 MJ1238.No horizontal observational check was made to the station.
 MJ1238
 MJ1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1238
 MJ1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1238
 MJ1238.The geoid height was determined by GEOID03.
 MJ1238
 MJ1238;                    North         East     Units Scale Factor Converg.
 MJ1238;SPC IA S     -   137,088.160   298,409.717   MT  0.99994838   -1 35 00.9
 MJ1238;SPC NE       -   160,911.484   843,276.743   MT  0.99967191   +2 42 51.7
 MJ1238;UTM  15      - 4,566,069.921   256,522.950   MT  1.00032965   -1 54 51.1
 MJ1238
 MJ1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1238!SPC IA S     -   0.99995785  x   0.99994838  =   0.99990623
 MJ1238!SPC NE       -   0.99995785  x   0.99967191  =   0.99962977
 MJ1238!UTM  15      -   0.99995785  x   1.00032965  =   1.00028748
 MJ1238
 MJ1238                          SUPERSEDED SURVEY CONTROL
 MJ1238
 MJ1238  NAD 83(1996)-  41 12 33.84105(N)    095 54 14.69430(W) AD(       ) 3
 MJ1238  NAD 83(1986)-  41 12 33.84966(N)    095 54 14.69405(W) AD(       ) 3
 MJ1238  NAD 27      -  41 12 33.85242(N)    095 54 13.64566(W) AD(       ) 3
 MJ1238  NGVD 29 (07/19/86)  296.0    (m)          971.     (f) VERT ANG       
 MJ1238
 MJ1238.Superseded values are not recommended for survey control.
 MJ1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1238.See file dsdata.txt to determine how the superseded data were derived.
 MJ1238
 MJ1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5652366070(NAD 83)
 MJ1238_MARKER: DS = TRIANGULATION STATION DISK
 MJ1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1238_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1238+STABILITY: SURFACE MOTION
 MJ1238
 MJ1238  HISTORY     - Date     Condition        Report By
 MJ1238  HISTORY     - 1974     MONUMENTED       NGS
 MJ1238
 MJ1238                          STATION DESCRIPTION
 MJ1238
 MJ1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MJ1238'TO REACH THE STATION FROM THE EAST END OF THE SOUTH OMAHA BRIDGE
 MJ1238'GO EAST ON U.S. HIGHWAY 275 FOR 0.5 MILE TO A GRAVELED DRIVE RIGHT,
 MJ1238'TURN RIGHT AND GO ABOUT 0.05 MILE TO FORK AND STATION ON RIGHT
 MJ1238'AS DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION GO 0.05 MILE
 MJ1238'NORTH TO U.S. HIGHWAY 275, TURN RIGHT AND GO EAST FOR 0.3 MILE TO
 MJ1238'DIRT ROAD RIGHT, TURN RIGHT AND GO ABOUT 170 FEET TO MARK ON
 MJ1238'RIGHT AS DESCRIBED.
 MJ1238'
 MJ1238'THE AZIMUTH MARK IS ABOUT 0.3 MILE EAST-NORTHEAST OF THE STATION,
 MJ1238'ABOUT 170 FEET SOUTH OF U.S. HIGHWAY 275, 27 FEET WEST OF THE
 MJ1238'APPROXIMATE CENTERLINE OF A DIRT ROAD AND 3 FEET NORTH OF A WHITE
 MJ1238'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 MJ1238'STAMPED GIBSON 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0674 ***********************************************************************
 NK0674  DESIGNATION -  GIBSON RESET
 NK0674  PID         -  NK0674
 NK0674  STATE/COUNTY-  IA/FRANKLIN
 NK0674  USGS QUAD   -  HANSELL (1972)
 NK0674
 NK0674                         *CURRENT SURVEY CONTROL
 NK0674  ___________________________________________________________________
 NK0674* NAD 83(1996)-  42 47 21.67740(N)    093 06 15.40114(W)     ADJUSTED  
 NK0674* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 NK0674  ___________________________________________________________________
 NK0674  LAPLACE CORR-         -19.29  (seconds)                    DEFLEC99
 NK0674  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 NK0674
 NK0674  HORZ ORDER  -  FIRST
 NK0674
 NK0674.The horizontal coordinates were established by classical geodetic methods
 NK0674.and adjusted by the National Geodetic Survey in May 1999..
 NK0674
 NK0674.The orthometric height was scaled from a topographic map.
 NK0674
 NK0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0674
 NK0674.The geoid height was determined by GEOID03.
 NK0674
 NK0674;                    North         East     Units Scale Factor Converg.
 NK0674;SPC IA N     - 1,143,293.368 1,532,375.740   MT  0.99994762   +0 16 05.5
 NK0674;UTM  15      - 4,737,428.713   491,471.487   MT  0.99960089   -0 04 15.0
 NK0674
 NK0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0674!SPC IA N     -   0.99995234  x   0.99994762  =   0.99989996
 NK0674!UTM  15      -   0.99995234  x   0.99960089  =   0.99955325
 NK0674
 NK0674|---------------------------------------------------------------------|
 NK0674| PID    Reference Object                     Distance      Geod. Az  |
 NK0674|                                                           dddmmss.s |
 NK0674| CI6406 GIBSON RM 1                          31.410 METERS 03547     |
 NK0674| CI6408 GIBSON RM 3                          27.241 METERS 05644     |
 NK0674| CI6407 GIBSON RM 2                          17.745 METERS 09152     |
 NK0674| NK0669 BRISTOW MUNICIPAL TANK              APPROX.16.3 KM 0954913.9 |
 NK0674| CI6409 GIBSON RM 4                          23.898 METERS 10840     |
 NK0674| CI6405 GIBSON AZ MK                                       1691206.7 |
 NK0674|---------------------------------------------------------------------|
 NK0674
 NK0674                          SUPERSEDED SURVEY CONTROL
 NK0674
 NK0674  NAD 83(1996)-  42 47 21.67762(N)    093 06 15.40094(W) AD(       ) 1
 NK0674  NAD 83(1986)-  42 47 21.67294(N)    093 06 15.39458(W) AD(       ) 1
 NK0674  NAD 27      -  42 47 21.77100(N)    093 06 14.66300(W) AD(       ) 1
 NK0674
 NK0674.Superseded values are not recommended for survey control.
 NK0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0674.See file dsdata.txt to determine how the superseded data were derived.
 NK0674
 NK0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH9147137429(NAD 83)
 NK0674_MARKER: DS = TRIANGULATION STATION DISK
 NK0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0674
 NK0674  HISTORY     - Date     Condition        Report By
 NK0674  HISTORY     - 1950     MONUMENTED       CGS
 NK0674  HISTORY     - 1972     GOOD             USGS
 NK0674
 NK0674                          STATION DESCRIPTION
 NK0674
 NK0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NK0674'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NK0674'TO BE IN GOOD CONDITION.  DUE TO THE CONSTRUCTION OF A NEW
 NK0674'ROAD, UPON REQUEST, THE STATION MARK WAS LOWERED AND THE
 NK0674'REFERENCE MARKS WERE DESTROYED.  R.M.S 3 AND 4 WERE ESTABLISHED.
 NK0674'A COMPLETE NEW DESCRIPTION FOLLOWS--
 NK0674'
 NK0674'STATION IS LOCATED ABOUT 6 MILES NE OF HAMPTON AND 2 MILES N
 NK0674'OF HANSELL, ON THE RIGHT-OF-WAY OF A COUNTY ROAD.  STATION IS
 NK0674'48 FEET NE OF THE NE CORNER OF SMALL HOUSE, 37 FEET W OF THE
 NK0674'APPROXIMATE CENTER LINE OF ROAD, AND 11 FEET NE OF SMALL
 NK0674'TREE.  THE MARK IS IN GRADER DITCH ABOUT 1.5 FEET BELOW THE
 NK0674'SURFACE.  THE DISK IS STAMPED GIBSON 1938.  STATION MARKS ARE
 NK0674'BRONZE STATION DISKS SET IN CONCRETE.
 NK0674'
 NK0674'R.M. 3 IS 40 FEET E OF THE APPROXIMATE CENTER LINE OF ROAD AND
 NK0674'4 FEET N OF TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4 INCHES
 NK0674'AND THE DISK IS STAMPED GIBSON NO 3 1950.  IT IS A BRONZE
 NK0674'REFERENCE DISK SET IN CONCRETE.
 NK0674'
 NK0674'R.M. 4 IS 40 FEET E OF THE APPROXIMATE CENTER LINE OF ROAD.
 NK0674'IT IS A BRONZE REFERENCE DISK SET IN CONCRETE STAMPED GIBSON NO
 NK0674'4 1950 AND PROJECTS 4 INCHES.
 NK0674'
 NK0674'AZIMUTH MARK IS 30 FEET S OF THE APPROXIMATE CENTER LINE OF GRAVEL
 NK0674'ROAD, 12 FEET W OF POWER POLE, AND IN FENCE LINE.  IT IS A
 NK0674'BRONZE AZIMUTH DISK, SET IN CONCRETE,STAMPED GIBSON 1938 AND
 NK0674'PROJECTS ABOUT 6 INCHES.
 NK0674'
 NK0674'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE HIGHWAY
 NK0674'3 IN HAMPTON, GO N ON U.S. HIGHWAY 65 FOR 4.25 MILES TO
 NK0674'CROSSROADS.  TURN RIGHT AND GO E ON GRAVEL ROAD FOR 5 MILES
 NK0674'TO CROSSROADS.  TURN RIGHT AND GO S FOR 0.95 MILE TO FARM AND
 NK0674'STATION ON RIGHT OR W SIDE OF ROAD AS DESCRIBED.
 NK0674'
 NK0674'TO REACH AZIMUTH MARK FROM STATION GO S FOR 0.5 MILE TO
 NK0674'CROSSROADS.  TURN LEFT AND GO E FOR 0.1 MILE TO AZIMUTH ON
 NK0674'RIGHT OR S SIDE OF ROAD AS DESCRIBED.
 NK0674
 NK0674                          STATION RECOVERY (1972)
 NK0674
 NK0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 NK0674'STATION AND ALL SURFACE MARKS FOUND IN GOOD CONDITION
 NK0674'
 NK0674'DISTANCES AND DIRECTIONS CHECKED OK
 NK0674'
 NK0674'DESCRIPTION ADEQUATE EXCEPT FOR CHANGES ON ATTACHED SHEET
 NK0674'
 NK0674'THE STATION IS LOCATED ABOUT 6 MILES NE OF HAMPTON AND 2 MILES
 NK0674'N OF HANSELL.  THE STATION IS 28 FEET SOUTH OF A PRIVATE DRIVE
 NK0674'WEST, 34.4 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 NK0674'9 FEET NORTH-EAST OF A 12 INCH WALNUT TREE, AND 22.0 FEET
 NK0674'EAST-NORTHEAST OF A MULTI-TRUNCK 30 INCH MAPLE TREE.  THE STATION
 NK0674'IS NOW APPROX. 4.0 FEET BELOW THE SLOPING SURFACE OF THE WEST
 NK0674'SIDE OF THE ROAD DITCH.
 NK0674'
 NK0674'R.M. 3 IS 40.0 FEET EAST OF THE CENTER-LINE OF THE ROAD AND
 NK0674'6 FEET NORTH OF THE NORTH GATE POST OF A FIELD ENTRANCE.
 NK0674'
 NK0674'R.M. 4 IS 40.0 FEET EAST OF THE CENTER-LINE OF THE ROAD AND
 NK0674'45.0 FEET SOUTH OF THE SOUTH GATE POST OF A FIELD ENTRANCE AND
 NK0674'109 FEET NORTH OF A POWER-LINE POLE.
 NK0674'
 NK0674'DISTANCE FROM R.M. 3 TO R.M. 4 WAS FOUND TO BE 74.2 FEET.
 NK0674'
 NK0674'AZ. MK. IS 30 FEET SOUTH OF THE CENTER-LINE OF THE E-W ROAD AND
 NK0674'37 FEET WEST OF A POWER-LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0816 ***********************************************************************
 MJ0816  DESIGNATION -  GIBSON RM 1
 MJ0816  PID         -  MJ0816
 MJ0816  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0816  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0816
 MJ0816                         *CURRENT SURVEY CONTROL
 MJ0816  ___________________________________________________________________
 MJ0816* NAD 83(1986)-  41 12 26.     (N)    095 54 30.     (W)     SCALED    
 MJ0816* NAVD 88     -       296.778  (meters)     973.68   (feet)  ADJUSTED  
 MJ0816  ___________________________________________________________________
 MJ0816  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 MJ0816  DYNAMIC HT  -         296.656 (meters)     973.28  (feet)  COMP
 MJ0816  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 MJ0816
 MJ0816  VERT ORDER  -  SECOND    CLASS 0
 MJ0816
 MJ0816.The horizontal coordinates were scaled from a topographic map and have
 MJ0816.an estimated accuracy of +/- 6 seconds.
 MJ0816
 MJ0816.The orthometric height was determined by differential leveling
 MJ0816.and adjusted by the National Geodetic Survey in June 1991..
 MJ0816
 MJ0816.The geoid height was determined by GEOID03.
 MJ0816
 MJ0816.The dynamic height is computed by dividing the NAVD 88
 MJ0816.geopotential number by the normal gravity value computed on the
 MJ0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0816.degrees latitude (g = 980.6199 gals.).
 MJ0816
 MJ0816.The modeled gravity was interpolated from observed gravity values.
 MJ0816
 MJ0816;                    North         East    Units  Estimated Accuracy
 MJ0816;SPC IA S     -   136,860.      298,050.      MT  (+/- 180 meters Scaled)
 MJ0816
 MJ0816                          SUPERSEDED SURVEY CONTROL
 MJ0816
 MJ0816  NGVD 29 (??/??/92)  296.662  (m)          973.30   (f) ADJ UNCH    2 0
 MJ0816
 MJ0816.Superseded values are not recommended for survey control.
 MJ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0816.See file dsdata.txt to determine how the superseded data were derived.
 MJ0816
 MJ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF561658(NAD 83)
 MJ0816_MARKER: DR = REFERENCE MARK DISK
 MJ0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0816_STAMPING: GIBSON NO 1 1947
 MJ0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0816+STABILITY: SURFACE MOTION
 MJ0816
 MJ0816  HISTORY     - Date     Condition        Report By
 MJ0816  HISTORY     - 1947     MONUMENTED       CGS
 MJ0816  HISTORY     - 1948     GOOD             NGS
 MJ0816
 MJ0816                          STATION DESCRIPTION
 MJ0816
 MJ0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0816'1.4 MI E FROM SOUTH OMAHA.
 MJ0816'1.35 MILES EAST ALONG U.S. HIGHWAY 275 FROM THE WEST END OF THE
 MJ0816'SOUTH OMAHA BRIDGE OVER THE MISSOURI RIVER AT SOUTH OMAHA,
 MJ0816'ABOUT 300.0 FEET SOUTHEAST ALONG A DIRT ROAD FROM U.S. HIGHWAY
 MJ0816'275, 122.8 FEET EAST OF GIBSON 1947, 58.7 FEET WEST OF THE
 MJ0816'SOUTHWEST CORNER OF A QUOINSET HUT CONTROL BUILDING FOR RADIO
 MJ0816'STATION KSWI TRANSMITTING TOWER, 27.0 FEET SOUTH OF THE CENTER
 MJ0816'LINE OF A DIRT ROAD TO THE CONTROL BUILDING, 21.4 FEET EAST OF
 MJ0816'THE EXTENSION TO THE NORTH OF THE EAST FACE OF THE DWELLING FOR
 MJ0816'THE ATTENDANT FOR RADIO TOWER, 2.0 FEET SOUTHWEST OF A POWER
 MJ0816'POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MJ0816'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0817 ***********************************************************************
 MJ0817  DESIGNATION -  GIBSON RM 2
 MJ0817  PID         -  MJ0817
 MJ0817  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0817  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0817
 MJ0817                         *CURRENT SURVEY CONTROL
 MJ0817  ___________________________________________________________________
 MJ0817* NAD 83(1986)-  41 12 26.     (N)    095 54 30.     (W)     SCALED    
 MJ0817* NAVD 88     -       296.222  (meters)     971.86   (feet)  ADJUSTED  
 MJ0817  ___________________________________________________________________
 MJ0817  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 MJ0817  DYNAMIC HT  -         296.100 (meters)     971.45  (feet)  COMP
 MJ0817  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 MJ0817
 MJ0817  VERT ORDER  -  SECOND    CLASS 0
 MJ0817
 MJ0817.The horizontal coordinates were scaled from a topographic map and have
 MJ0817.an estimated accuracy of +/- 6 seconds.
 MJ0817
 MJ0817.The orthometric height was determined by differential leveling
 MJ0817.and adjusted by the National Geodetic Survey in June 1991..
 MJ0817
 MJ0817.The geoid height was determined by GEOID03.
 MJ0817
 MJ0817.The dynamic height is computed by dividing the NAVD 88
 MJ0817.geopotential number by the normal gravity value computed on the
 MJ0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0817.degrees latitude (g = 980.6199 gals.).
 MJ0817
 MJ0817.The modeled gravity was interpolated from observed gravity values.
 MJ0817
 MJ0817;                    North         East    Units  Estimated Accuracy
 MJ0817;SPC IA S     -   136,860.      298,050.      MT  (+/- 180 meters Scaled)
 MJ0817
 MJ0817                          SUPERSEDED SURVEY CONTROL
 MJ0817
 MJ0817  NGVD 29 (??/??/92)  296.107  (m)          971.48   (f) ADJ UNCH    2 0
 MJ0817
 MJ0817.Superseded values are not recommended for survey control.
 MJ0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0817.See file dsdata.txt to determine how the superseded data were derived.
 MJ0817
 MJ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF561658(NAD 83)
 MJ0817_MARKER: DR = REFERENCE MARK DISK
 MJ0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0817_STAMPING: GIBSON NO 2 1947
 MJ0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0817+STABILITY: SURFACE MOTION
 MJ0817
 MJ0817  HISTORY     - Date     Condition        Report By
 MJ0817  HISTORY     - 1947     MONUMENTED       CGS
 MJ0817  HISTORY     - 1948     GOOD             NGS
 MJ0817
 MJ0817                          STATION DESCRIPTION
 MJ0817
 MJ0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0817'1.4 MI E FROM SOUTH OMAHA.
 MJ0817'1.35 MILES EAST ALONG U.S. HIGHWAY 275 FROM THE WEST END OF
 MJ0817'THE SOUTH OMAHA BRIDGE OVER THE MISSOURI RIVER AT SOUTH OMAHA,
 MJ0817'ABOUT 225.0 SOUTHEAST ALONG A DIRT ROAD FROM U.S. HIGHWAY 275,
 MJ0817'78.3 FEET NORTH OF GIBSON 1947, 41.6 FEET NORTH OF THE CENTER
 MJ0817'LINE OF A DIRT ROAD LEADING EAST TO THE CONTROL BUILDING FOR
 MJ0817'TRANSMITTING TOWER OF RADIO STATION KSWI, 76.0 FEET NORTHEAST
 MJ0817'OF THE CENTER OF THE JUNCTION OF A ROAD TO THE CONTROL BUILDING
 MJ0817'AND THE ROAD LEADING TO THE ATTENDANTS HOME, SET IN THE TOP OF
 MJ0817'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0600 ***********************************************************************
 MH0600  DESIGNATION -  GILMAN
 MH0600  PID         -  MH0600
 MH0600  STATE/COUNTY-  IA/JASPER
 MH0600  USGS QUAD   -  NEWBURG (1980)
 MH0600
 MH0600                         *CURRENT SURVEY CONTROL
 MH0600  ___________________________________________________________________
 MH0600* NAD 83(1996)-  41 50 51.08093(N)    092 50 03.54854(W)     ADJUSTED  
 MH0600* NAVD 88     -       314.4    (meters)    1031.     (feet)  VERTCON   
 MH0600  ___________________________________________________________________
 MH0600  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 MH0600  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 MH0600
 MH0600  HORZ ORDER  -  FIRST
 MH0600
 MH0600.The horizontal coordinates were established by classical geodetic methods
 MH0600.and adjusted by the National Geodetic Survey in May 1999..
 MH0600
 MH0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0600
 MH0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0600
 MH0600.The geoid height was determined by GEOID03.
 MH0600
 MH0600;                    North         East     Units Scale Factor Converg.
 MH0600;SPC IA S     -   205,384.052   555,283.768   MT  1.00001203   +0 26 18.5
 MH0600;SPC IA N     - 1,038,819.636 1,555,285.669   MT  1.00004699   +0 27 04.2
 MH0600;UTM  15      - 4,632,860.313   513,754.013   MT  0.99960233   +0 06 37.9
 MH0600
 MH0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0600!SPC IA S     -   0.99995568  x   1.00001203  =   0.99996771
 MH0600!SPC IA N     -   0.99995568  x   1.00004699  =   1.00000266
 MH0600!UTM  15      -   0.99995568  x   0.99960233  =   0.99955802
 MH0600
 MH0600:                Primary Azimuth Mark                     Grid Az
 MH0600:SPC IA S     -  GILMAN MUNICIPAL TANK                    048 00 48.8
 MH0600:SPC IA N     -  GILMAN MUNICIPAL TANK                    048 00 03.1
 MH0600:UTM  15      -  GILMAN MUNICIPAL TANK                    048 20 29.4
 MH0600
 MH0600|---------------------------------------------------------------------|
 MH0600| PID    Reference Object                     Distance      Geod. Az  |
 MH0600|                                                           dddmmss.s |
 MH0600| MH0591 GILMAN MUNICIPAL TANK               APPROX. 5.2 KM 0482707.3 |
 MH0600| MH0602 GILMAN 2                             36.986 METERS 07225     |
 MH0600| MH0601 NEWBERG GRAIN ELEV NW CORNER        APPROX. 6.1 KM 1244238.7 |
 MH0600| MH0587 GRINNEL COLLEGE STACK               APPROX.14.6 KM 1391330.3 |
 MH0600| MH0584 GRINNEL CONG CHURCH SPIRE           APPROX.14.8 KM 1413034.9 |
 MH0600| MH0586 GRINNEL MUNICIPAL TANK              APPROX.15.0 KM 1424115.7 |
 MH0600| MH0583 GRINNEL SPAULDING CO STACK          APPROX.14.5 KM 1432446.3 |
 MH0600| MH0610 NEWTON MUNICIPAL TANK               APPROX.24.7 KM 2280817.8 |
 MH0600| MH0613 NEWTON COURTHOUSE                   APPROX.24.6 KM 2281232.3 |
 MH0600| MH0615 NEWTON MAYTAG CO STACK              APPROX.24.7 KM 2292522.0 |
 MH0600| MH0605 BAXTER MUNICIPAL TANK               APPROX.26.4 KM 2644103.4 |
 MH0600| CL8592 GILMAN RM 1                          18.364 METERS 26909     |
 MH0600| CL8590 GILMAN AZ MK                                       2824241.3 |
 MH0600| CL8593 GILMAN RM 2                         110.231 METERS 35015     |
 MH0600| CL8594 GILMAN 2 RM 3                        22.740 METERS 35835     |
 MH0600|---------------------------------------------------------------------|
 MH0600
 MH0600                          SUPERSEDED SURVEY CONTROL
 MH0600
 MH0600  NAD 83(1986)-  41 50 51.08681(N)    092 50 03.55418(W) AD(       ) 1
 MH0600  NAD 27      -  41 50 51.12300(N)    092 50 02.85600(W) AD(       ) 1
 MH0600  NGVD 29 (07/19/86)  314.4    (m)         1031.     (f) VERT ANG       
 MH0600
 MH0600.Superseded values are not recommended for survey control.
 MH0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0600.See file dsdata.txt to determine how the superseded data were derived.
 MH0600
 MH0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1375432860(NAD 83)
 MH0600_MARKER: DS = TRIANGULATION STATION DISK
 MH0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0600
 MH0600  HISTORY     - Date     Condition        Report By
 MH0600  HISTORY     - 1930     MONUMENTED       CGS
 MH0600  HISTORY     - 1969     GOOD             CGS
 MH0600
 MH0600                          STATION DESCRIPTION
 MH0600
 MH0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0600'STATION IS ABOUT 3-1/2 MILES W AND 2 MILES N OF NEWBERG
 MH0600'AND 2 MILES W AND 2 MILES S OF GILMAN, ON THE W SIDE OF
 MH0600'THE NE 1/4 SEC. 9, T 81 N, R 17 W, AND IS 42 FEET E OF THE
 MH0600'CENTER LINE OF THE 1/2-SECTION-LINE ROAD AND 382 FEET S
 MH0600'FROM THE INTERSECTION OF THE 1/2-SECTION-LINE ROAD WITH
 MH0600'THE SECTION-LINE ROAD WHICH BOUNDS THE N SIDE OF THE SECTION.
 MH0600'THE MARK IS NEAR THE SW CORNER OF A FARMYARD IN GRASSY LAND
 MH0600'BUT IS ABOUT 1 FOOT BELOW THE SURFACE.  THE N AND S ROAD
 MH0600'PASSING THE STATION IS A 1/2-SECTION-LINE ROAD.
 MH0600'
 MH0600'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 MH0600'SET IN CONCRETE.
 MH0600'
 MH0600'REFERENCE MARK NO. 2 IS AT FENCE CORNER AT NE CORNER OF
 MH0600'THE NW 1/4 OF SECTION 9.  REFERENCE MARK NO. 1 IS ON THE
 MH0600'FENCE LINE ON THE W SIDE OF THE 1/2-SECTION-LINE ROAD AND
 MH0600'IS 382 FEET S OF ROAD INTERSECTION.  IT IS OPPOSITE ROAD
 MH0600'FROM STATION.
 MH0600'
 MH0600'RECONNAISSANCE CALLED FOR 75-FOOT TOWER.
 MH0600
 MH0600                          STATION RECOVERY (1969)
 MH0600
 MH0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0600'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST AND 2 MILES NORTH
 MH0600'OF NEWBERG, 2 MILES WEST AND 2 MILES SOUTH OF GILMAN, ON THE
 MH0600'WEST SIDE OF THE NE 1/4 SEC. 9, T 81 N, R 17 W AND ON PROPERTY
 MH0600'OWNED BY MR. MYRON MC GREW.
 MH0600'
 MH0600'THE STATION MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED IN
 MH0600'GOOD CONDITION, REFERENCE MARK 1 WAS DESTROYED DUE TO ROAD
 MH0600'CONSTRUCTION, REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION,
 MH0600'THE DISTANCE TO REFERENCE MARK 2 MISSED THE PREVIOUS MEASUREMENT
 MH0600'AND WAS VERIFIED, THE DIRECTION BETWEEN REFERENCE MARK 2 AND
 MH0600'GILMAN MUNICIPAL TANK COMPARED FAVORABLY.  A REFERENCE MARK 3
 MH0600'AND AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  THE 1930
 MH0600'STATION COULD NOT BE BUILT OVER DUE TO TREES AND THE NEW
 MH0600'GRADER DITCH TO NEAR THE STATION MARK.
 MH0600'
 MH0600'FOR THE ROUTE TO REACH THE STATION SEE DESCRIPTION FOR GILMAN 2.
 MH0600'
 MH0600'THE STATION MARK IS A STANDARD DISK STAMPED, GILMAN 1930, SET
 MH0600'IN THE TOP OF A CONCRETE POST WHICH IS SET 12 INCHES BELOW
 MH0600'THE GROUND SURFACE.  IT IS 91 FEET SOUTH OF A DRIVEWAY, 36
 MH0600'FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 3.2 FEET EAST OF
 MH0600'A METAL WITNESS POST WITH SIGN ATTACHED.  IN A
 MH0600'FENCELINE.
 MH0600'
 MH0600'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, GILMAN NO 2 1930,
 MH0600'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8
 MH0600'INCHES.  IT IS 40 FEET SOUTHWEST OF THE CENTER OF A CROSS ROADS
 MH0600'INTERSECTION AND 7 FEET NORTHEAST OF A POWERLINE POLE.
 MH0600'
 MH0600'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, GILMAN 2 NO 3
 MH0600'1969, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 MH0600'PROJECTS 1-INCH.  IT IS 16 FEET EAST OF THE CENTER OF THE
 MH0600'GRAVEL ROAD, 16 FEET SOUTH OF THE CENTER OF THE DRIVEWAY AND
 MH0600'1 FOOT EAST OF THE FENCELINE.
 MH0600'
 MH0600'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, GILMAN 1930 1969,
 MH0600'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 MH0600'6 INCHES.  IT IS 36 FEET EAST OF THE CENTER OF A DRIVEWAY, 33
 MH0600'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 3 FEET WEST OF A
 MH0600'METAL WITNESS POST WITH SIGN ATTACHED AND 1 FOOT SOUTH OF
 MH0600'A FENCELINE.
 MH0600'
 MH0600'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 MH0600'
 MH0600'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MH0600'2 MILES SOUTHWEST OF GILMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0602 ***********************************************************************
 MH0602  DESIGNATION -  GILMAN 2
 MH0602  PID         -  MH0602
 MH0602  STATE/COUNTY-  IA/JASPER
 MH0602  USGS QUAD   -  NEWBURG (1980)
 MH0602
 MH0602                         *CURRENT SURVEY CONTROL
 MH0602  ___________________________________________________________________
 MH0602* NAD 83(1996)-  41 50 51.44310(N)    092 50 02.02018(W)     ADJUSTED  
 MH0602* NAVD 88     -       313.9    (meters)    1030.     (feet)  VERTCON   
 MH0602  ___________________________________________________________________
 MH0602  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 MH0602  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 MH0602
 MH0602  HORZ ORDER  -  FIRST
 MH0602
 MH0602.The horizontal coordinates were established by classical geodetic methods
 MH0602.and adjusted by the National Geodetic Survey in May 1999..
 MH0602
 MH0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0602
 MH0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0602
 MH0602.The geoid height was determined by GEOID03.
 MH0602
 MH0602;                    North         East     Units Scale Factor Converg.
 MH0602;SPC IA S     -   205,395.496   555,318.940   MT  1.00001205   +0 26 19.6
 MH0602;SPC IA N     - 1,038,831.088 1,555,320.840   MT  1.00004697   +0 27 05.2
 MH0602;UTM  15      - 4,632,871.551   513,789.235   MT  0.99960234   +0 06 38.9
 MH0602
 MH0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0602!SPC IA S     -   0.99995575  x   1.00001205  =   0.99996780
 MH0602!SPC IA N     -   0.99995575  x   1.00004697  =   1.00000272
 MH0602!UTM  15      -   0.99995575  x   0.99960234  =   0.99955811
 MH0602
 MH0602:                Primary Azimuth Mark                     Grid Az
 MH0602:SPC IA S     -  GILMAN MUNICIPAL TANK                    047 50 46.1
 MH0602:SPC IA N     -  GILMAN MUNICIPAL TANK                    047 50 00.5
 MH0602:UTM  15      -  GILMAN MUNICIPAL TANK                    048 10 26.8
 MH0602
 MH0602|---------------------------------------------------------------------|
 MH0602| PID    Reference Object                     Distance      Geod. Az  |
 MH0602|                                                           dddmmss.s |
 MH0602| MH0591 GILMAN MUNICIPAL TANK               APPROX. 5.1 KM 0481705.7 |
 MH0602| MH0600 GILMAN                               36.986 METERS 25225     |
 MH0602| CL8591 GILMAN AZ MK 2                                     2805850.4 |
 MH0602| CL8594 GILMAN 2 RM 3                        37.655 METERS 28753     |
 MH0602| MH0592 GILMAN ATT MWV TWR KAA 86           APPROX. 6.7 KM 3482738.6 |
 MH0602|---------------------------------------------------------------------|
 MH0602
 MH0602                          SUPERSEDED SURVEY CONTROL
 MH0602
 MH0602  NAD 83(1986)-  41 50 51.44913(N)    092 50 02.02516(W) AD(       ) 1
 MH0602  NAD 27      -  41 50 51.48540(N)    092 50 01.32693(W) AD(       ) 1
 MH0602  NGVD 29 (07/19/86)  313.9    (m)         1030.     (f) VERT ANG       
 MH0602
 MH0602.Superseded values are not recommended for survey control.
 MH0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0602.See file dsdata.txt to determine how the superseded data were derived.
 MH0602
 MH0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1378932872(NAD 83)
 MH0602_MARKER: DS = TRIANGULATION STATION DISK
 MH0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0602_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0602
 MH0602  HISTORY     - Date     Condition        Report By
 MH0602  HISTORY     - 1969     MONUMENTED       CGS
 MH0602
 MH0602                          STATION DESCRIPTION
 MH0602
 MH0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0602'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST AND 2 MILES
 MH0602'NORTH OF NEWBERG, 2 MILES WEST AND 2 MILES SOUTH OF GILMAN, ON
 MH0602'THE WEST SIDE OF THE NE 1/4 SEC. 9, T 81 N, R 17 W AND ON
 MH0602'PROPERTY OWNED BY MR. MYRON MC GREW.
 MH0602'
 MH0602'TO REACH THE STATION FROM THE POST OFFICE IN KELLOGG, GO EAST
 MH0602'ON A PAVED STREET FOR 0.2 MILE TO A CROSS ROAD.  TURN LEFT AND
 MH0602'GO NORTH ON COUNTY ROUTE A FOR 7.45 MILES TO A CROSS ROAD.  TURN
 MH0602'RIGHT AND GO EAST ON COUNTY ROUTE F 17 FOR 2.15 MILES TO A
 MH0602'CROSS ROAD.  TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 2.15
 MH0602'MILES TO A CROSS ROAD.  TURN RIGHT AND GO EAST ON GRAVEL ROAD
 MH0602'FOR 1.2 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON
 MH0602'GRAVEL ROAD FOR 0.35 MILE TO A CROSS ROAD.  TURN RIGHT AND
 MH0602'GO SOUTH ON GRAVEL ROAD FOR 0.05 MILE TO A DRIVEWAY ON THE
 MH0602'LEFT.  TURN LEFT INTO DRIVEWAY AND GO EAST FOR ABOUT 120
 MH0602'FEET TO THE STATION ON THE RIGHT AND STATION GILMAN 1930 AS
 MH0602'DESCRIBED.
 MH0602'
 MH0602'THE STATION MARK IS A STANDARD DISK STAMPED, GILMAN 2 1969,
 MH0602'SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS 18 INCHES BELOW
 MH0602'THE GROUND SURFACE.  IT IS 81 FEET SOUTH OF A POWER POLE AND 41
 MH0602'FEET WEST OF THE NORTHWEST CORNER OF A CORN CRIB.
 MH0602'
 MH0602'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, GILMAN 2 NO 3
 MH0602'1969, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH
 MH0602'PROJECTS 1-INCH.  IT IS 16 FEET EAST OF THE CENTER OF A GRAVEL
 MH0602'ROAD, 16 FEET SOUTH OF THE CENTER OF THE DRIVEWAY AND 1 FOOT
 MH0602'EAST OF A FENCE LINE.
 MH0602'
 MH0602'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, GILMAN 1930
 MH0602'1969, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 MH0602'PROJECTS 6 INCHES.  IT IS 36 FEET EAST OF THE CENTER OF A
 MH0602'DRIVEWAY, 33 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 3
 MH0602'FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1
 MH0602'FOOT SOUTH OF A FENCELINE.
 MH0602'
 MH0602'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 MH0602'
 MH0602'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0592 ***********************************************************************
 MH0592  DESIGNATION -  GILMAN ATT MWV TWR KAA 86
 MH0592  PID         -  MH0592
 MH0592  STATE/COUNTY-  IA/MARSHALL
 MH0592  USGS QUAD   -  GILMAN (1980)
 MH0592
 MH0592                         *CURRENT SURVEY CONTROL
 MH0592  ___________________________________________________________________
 MH0592* NAD 83(1996)-  41 54 24.86975(N)    092 51 00.35304(W)     ADJUSTED  
 MH0592* NAVD 88     -                                                        
 MH0592  ___________________________________________________________________
 MH0592  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 MH0592  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 MH0592
 MH0592  HORZ ORDER  -  THIRD
 MH0592
 MH0592.The horizontal coordinates were established by classical geodetic methods
 MH0592.and adjusted by the National Geodetic Survey in May 1999..
 MH0592
 MH0592
 MH0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0592
 MH0592.The geoid height was determined by GEOID03.
 MH0592
 MH0592;                    North         East     Units Scale Factor Converg.
 MH0592;SPC IA N     - 1,045,405.539 1,553,924.518   MT  1.00003283   +0 26 25.7
 MH0592;SPC IA S     -   211,970.109   553,924.086   MT  1.00002428   +0 25 41.1
 MH0592;UTM  15      - 4,639,451.303   512,432.601   MT  0.99960190   +0 06 00.4
 MH0592
 MH0592                          SUPERSEDED SURVEY CONTROL
 MH0592
 MH0592  NAD 83(1986)-  41 54 24.87546(N)    092 51 00.35864(W) AD(       ) 4
 MH0592  NAD 27      -  41 54 24.91984(N)    092 50 59.65403(W) AD(       ) 3
 MH0592
 MH0592.Superseded values are not recommended for survey control.
 MH0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0592.See file dsdata.txt to determine how the superseded data were derived.
 MH0592
 MH0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1243339451(NAD 83)
 MH0592_MARKER: 45 = MICROWAVE TOWER
 MH0592
 MH0592  HISTORY     - Date     Condition        Report By
 MH0592  HISTORY     - 1969     FIRST OBSERVED   CGS
 MH0592
 MH0592                          STATION DESCRIPTION
 MH0592
 MH0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0592'THE STATION IS THE RED LIGHT ATOP THE GILMAN, AMERICAN
 MH0592'TELEPHONE AND TELEGRAPH MICROWAVE TOWER KAA 86, THAT IS LOCATED
 MH0592'ABOUT 2 MILES NORTH AND 4-1/2 MILES WEST OF GILMAN.  THE TOWER
 MH0592'IS CONSTRUCTED OF CONCRETE, IT IS UNPAINTED AND HAS A FAN
 MH0592'SHAPED ANTENNA LOCATED ON EACH OF THE FOUR CORNERS.  IT IS
 MH0592'213 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0591 ***********************************************************************
 MH0591  DESIGNATION -  GILMAN MUNICIPAL TANK
 MH0591  PID         -  MH0591
 MH0591  STATE/COUNTY-  IA/MARSHALL
 MH0591  USGS QUAD   -  GILMAN (1980)
 MH0591
 MH0591                         *CURRENT SURVEY CONTROL
 MH0591  ___________________________________________________________________
 MH0591* NAD 83(1996)-  41 52 42.29883(N)    092 47 15.57362(W)     ADJUSTED  
 MH0591* NAVD 88     -                                                        
 MH0591  ___________________________________________________________________
 MH0591  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 MH0591  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 MH0591
 MH0591  HORZ ORDER  -  THIRD
 MH0591
 MH0591.The horizontal coordinates were established by classical geodetic methods
 MH0591.and adjusted by the National Geodetic Survey in May 1999..
 MH0591
 MH0591
 MH0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0591
 MH0591.The geoid height was determined by GEOID03.
 MH0591
 MH0591;                    North         East     Units Scale Factor Converg.
 MH0591;SPC IA N     - 1,042,282.646 1,559,131.815   MT  1.00003949   +0 28 58.0
 MH0591;SPC IA S     -   208,846.084   559,130.599   MT  1.00001827   +0 28 09.2
 MH0591;UTM  15      - 4,636,298.868   517,618.989   MT  0.99960382   +0 08 30.3
 MH0591
 MH0591                          SUPERSEDED SURVEY CONTROL
 MH0591
 MH0591  NAD 83(1986)-  41 52 42.30535(N)    092 47 15.57912(W) AD(       ) 4
 MH0591  NAD 27      -  41 52 42.30400(N)    092 47 14.92700(W) AD(       ) 3
 MH0591
 MH0591.Superseded values are not recommended for survey control.
 MH0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0591.See file dsdata.txt to determine how the superseded data were derived.
 MH0591
 MH0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1761936299(NAD 83)
 MH0591_MARKER: 51 = TANK
 MH0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0591+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 MH0591
 MH0591  HISTORY     - Date     Condition        Report By
 MH0591  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0591  HISTORY     - 1969     GOOD             CGS
 MH0591  HISTORY     - 20060625 GOOD             GEOCAC
 MH0591
 MH0591                          STATION DESCRIPTION
 MH0591
 MH0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0591'THE STATION IS THE FINIAL KNOB ATOP THE GILMAN, MUNICIPAL WATER TANK
 MH0591'THAT IS LOCATED AT THE INTERSECTION OF CHURCH ST. AND MILL ST. IN
 MH0591'THE CITY OF GILMAN.  THE TANK IS CYLINDRICAL IN SHAPE, SUPPORTED BY
 MH0591'FOUR LEGS AND PAINTED ALUMINUM IN COLOR WITH A RED ROOF.  IT IS 110
 MH0591'FEET IN HEIGHT.
 MH0591'
 MH0591'THE TANK WAS LOCATED IN 1930 BUT THERE IS NO DESCRIPTION AVAILABLE.
 MH0591
 MH0591                          STATION RECOVERY (2006)
 MH0591
 MH0591'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0591'IN SMALL PARK ALONG SOUTH MILL ST. A CYLINDRICAL TANK, ROUNDED BOTTOM,
 MH0591'CONICAL ROOF, 4 LEGS, PAINTED LIGHT GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0742 ***********************************************************************
 NL0742  DESIGNATION -  GILMORE
 NL0742  PID         -  NL0742
 NL0742  STATE/COUNTY-  IA/POCAHONTAS
 NL0742  USGS QUAD   -  GILMORE CITY (1979)
 NL0742
 NL0742                         *CURRENT SURVEY CONTROL
 NL0742  ___________________________________________________________________
 NL0742* NAD 83(1996)-  42 43 48.10858(N)    094 26 41.93509(W)     ADJUSTED  
 NL0742* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 NL0742  ___________________________________________________________________
 NL0742  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 NL0742  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 NL0742
 NL0742  HORZ ORDER  -  FIRST
 NL0742
 NL0742.The horizontal coordinates were established by classical geodetic methods
 NL0742.and adjusted by the National Geodetic Survey in May 1999..
 NL0742
 NL0742.The orthometric height was scaled from a topographic map.
 NL0742
 NL0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0742
 NL0742.The geoid height was determined by GEOID03.
 NL0742
 NL0742;                    North         East     Units Scale Factor Converg.
 NL0742;SPC IA N     - 1,137,060.197 1,422,614.558   MT  0.99994596   -0 38 25.6
 NL0742;UTM  15      - 4,731,848.086   381,706.558   MT  0.99977216   -0 58 50.2
 NL0742
 NL0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0742!SPC IA N     -   0.99994605  x   0.99994596  =   0.99989201
 NL0742!UTM  15      -   0.99994605  x   0.99977216  =   0.99971822
 NL0742
 NL0742|---------------------------------------------------------------------|
 NL0742| PID    Reference Object                     Distance      Geod. Az  |
 NL0742|                                                           dddmmss.s |
 NL0742| CI6412 GILMORE RM 1                         34.894 METERS 07755     |
 NL0742| CI6414 GILMORE RM 3                         51.335 METERS 08557     |
 NL0742| NL0743 GILMORE CITY MUNICIPAL TANK          87.311 METERS 10856     |
 NL0742| CI6411 GILMORE AZ MK                                      1562140.7 |
 NL0742| CI6413 GILMORE RM 2                         35.585 METERS 32000     |
 NL0742|---------------------------------------------------------------------|
 NL0742
 NL0742                          SUPERSEDED SURVEY CONTROL
 NL0742
 NL0742  NAD 83(1996)-  42 43 48.10844(N)    094 26 41.93536(W) AD(       ) 1
 NL0742  NAD 83(1986)-  42 43 48.10041(N)    094 26 41.92653(W) AD(       ) 1
 NL0742  NAD 27      -  42 43 48.19700(N)    094 26 41.02300(W) AD(       ) 1
 NL0742
 NL0742.Superseded values are not recommended for survey control.
 NL0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0742.See file dsdata.txt to determine how the superseded data were derived.
 NL0742
 NL0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH8170731848(NAD 83)
 NL0742_MARKER: DS = TRIANGULATION STATION DISK
 NL0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0742
 NL0742  HISTORY     - Date     Condition        Report By
 NL0742  HISTORY     - 1938     MONUMENTED       CGS
 NL0742  HISTORY     - 1976     GOOD             NGS
 NL0742  HISTORY     - 20040328 MARK NOT FOUND   JCLS
 NL0742
 NL0742                          STATION DESCRIPTION
 NL0742
 NL0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0742'STATION GILMORE IS LOCATED IN THE CITY OF GILMORE CITY IN
 NL0742'THE NE 1/4 OF SEC. 1, T 92 N, R 31 W, ON LAND USED BY THE
 NL0742'CITY AS A PARK AND BELIEVED TO BE OWNED BY THE MINNEAPOLIS
 NL0742'AND ST. LOUIS RAILROAD.  STATION IS ABOUT 300 FEET WNW OF
 NL0742'THE CITY WATER TANK, WHICH IS IN THE CENTER OF TOWN.  STATION
 NL0742'IS ON RANGE WITH THE SECOND ROW OF TREES FROM THE N SIDE OF
 NL0742'THE SMALL CITY PARK WHERE THE WATER TANK IS LOCATED.  THE
 NL0742'MARK PROJECTS 8 INCHES.  STATION IS 50 FEET S OF THE CENTER
 NL0742'LINE OF STREET, 30 FEET E OF A TELEPHONE POLE, AND 65 FEET
 NL0742'NE OF THE CENTER LINE OF THE MINNEAPOLIS AND ST. LOUIS
 NL0742'RAILROAD.
 NL0742'
 NL0742'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NL0742'BRONZE DISKS SET IN CONCRETE.
 NL0742'
 NL0742'THE AZIMUTH MARK IS SSE OF THE STATION, 30 FEET S OF AN E-W
 NL0742'ROAD, 35 FEET W OF A N-S ROAD, 50 YARDS SSW OF RAILROAD
 NL0742'DEPOT IN THE SW CORNER OF A T-INTERSECTION, AND PROJECTS
 NL0742'3 INCHES.
 NL0742'
 NL0742'REFERENCE MARK NO. 1 IS E OF THE STATION IN THE NE CORNER
 NL0742'OF THE LOT, 35 FEET W OF THE CENTER LINE OF STREET AND 35
 NL0742'FEET S OF THE CENTER LINE OF STREET.  MARK IS FLUSH WITH
 NL0742'GROUND.  REFERENCE MARK NO. 2 IS NW OF THE STATION ON THE
 NL0742'S EDGE OF SIDEWALK, 25 FEET W OF TELEPHONE POLE, AND PROJECTS
 NL0742'3 INCHES.
 NL0742'
 NL0742'STATION WAS REACHED FROM THE POST OFFICE IN GILMORE CITY BY
 NL0742'DRIVING N ON MAIN STREET FOR 1/2 BLOCK OR TO THE FIRST INTERSECTION.
 NL0742'TURN W AND GO 1-1/2 BLOCKS TO THE STATION ON THE S SIDE OF THE
 NL0742'STREET.
 NL0742'
 NL0742'A 77-FOOT TOWER AT THIS STATION WITH 90-FOOT TOWERS AT THE
 NL0742'OTHER STATIONS CLEARED ALL LINES.  IT WOULD BE ADVISABLE
 NL0742'TO HAVE A 90-FOOT TOWER AT THIS STATION FOR THE LINE TO
 NL0742'STATION JOLLIFFE.
 NL0742'
 NL0742'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NL0742
 NL0742                          STATION RECOVERY (1976)
 NL0742
 NL0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NL0742'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 NL0742'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 NL0742'REPORTED HIT BY SNOW REMOVAL EQUIPMENT AND TILTED OUT OF POSITION
 NL0742'AND THE MONUMENT WAS REMOVED FROM THE AREA THIS AREA THIS DATE.
 NL0742'REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  THE LINE OF SIGHT
 NL0742'TO THE AZIMUTH MARK WAS OBSTRUCTED BY RAILWAY CARS AT A GRAIN
 NL0742'ELEVATOR THIS DATE.  THE DISTANCE TO REFERENCE MARK 2 CHECKED THE
 NL0742'PREVIOUS DISTANCE.  FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 NL0742'
 NL0742'THE STATION IS LOCATED BETWEEN THE CITY PARK AND THE RAILROAD TRACK
 NL0742'IN GILMORE CITY AND ON PROPERTY OWNED BY THE CITY AND IN THE NE 1/4
 NL0742'OF SEC. 1, T 92 N, R 31 W.
 NL0742'
 NL0742'TO REACH THE STATION FROM THE INTERSECTION OF S GILMORE ST (MAIN
 NL0742'STREET) AND SW B ST, GO WEST ON SW B ST FOR 0.1 MILE TO THE STATION
 NL0742'ON THE LEFT.
 NL0742'
 NL0742'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED GILMORE 1938, SET
 NL0742'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 NL0742'ABOVE THE GROUND SURFACE.  IT IS 146 FEET SOUTHWEST OF A WATER
 NL0742'HYDRANT, 95 FEET SOUTH OF THE WEST END OF A RED BRICK RETAINING
 NL0742'WALL AT THE SOUTH SIDE OF SCHELLHAMMER FUNERAL HOME, 84 FEET EAST
 NL0742'OF THE EAST RAIL OF THE RAILROAD TRACK AND 60 FEET SOUTH OF THE
 NL0742'CENTER OF SW B ST.  THE UNDERGROUND STATION MARK WAS NOT INSPECTED
 NL0742'THIS DATE.
 NL0742'
 NL0742'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GILMORE NO 2 1938, SET
 NL0742'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 NL0742'ABOVE THE GROUND SURFACE.  IT IS 82 FEET WEST OF THE RED BRICK
 NL0742'RETAINING WALL, 61 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 NL0742'TRACK, 34 FEET NORTH-NORTHWEST OF A POWER POLE, 30 FEET NORTH OF
 NL0742'THE CENTER OF SW B ST AND AT THE SOUTH EDGE OF A SIDE WALK.
 NL0742'
 NL0742'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 NL0742'GILMORE 1938 NO 3 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 NL0742'68.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE PLATEFORM
 NL0742'THAT PROJECTS ABOUT 30 INCHES, 44 FEET SOUTH OF THE CENTER OF SW B
 NL0742'ST, 23 FEET EAST OF THE CENTER OF SW 1ST ST AND 17 FEET SOUTH OF AN
 NL0742'IRON STORM DRAIN COVER.
 NL0742'
 NL0742'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GILMORE 1938, SET IN THE
 NL0742'TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 NL0742'SURFACE.  IT IS 53 FEET SOUTHWEST OF THE SOUTH RAIL OF THE RAILROAD
 NL0742'TRACK THAT CROSSES S GILMORE ST AND FROM POINT WHERE THE RAILS
 NL0742'SPLIT, 37.5 FEET WEST OF THE CENTER OF S GILMORE ST, 32 FEET SOUTH
 NL0742'OF THE CENTER OF A SURFACE ROAD WEST AND 10.5 FEET WEST OF A
 NL0742'POWER POLE.
 NL0742'
 NL0742'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON SW B ST FOR
 NL0742'0.1 MILE TO S GILMORE ST, TURN RIGHT AND GO SOUTH FOR 0.15 MILE TO
 NL0742'RAILROAD TRACK, CROSS THE TRACKS AND A SIDE ROAD AND THE AZIMUTH
 NL0742'MARK ON THE RIGHT.
 NL0742'
 NL0742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GILMORE CITY.
 NL0742
 NL0742                          STATION RECOVERY (2004)
 NL0742
 NL0742'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NL0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0743 ***********************************************************************
 NL0743  DESIGNATION -  GILMORE CITY MUNICIPAL TANK
 NL0743  PID         -  NL0743
 NL0743  STATE/COUNTY-  IA/POCAHONTAS
 NL0743  USGS QUAD   -  GILMORE CITY (1979)
 NL0743
 NL0743                         *CURRENT SURVEY CONTROL
 NL0743  ___________________________________________________________________
 NL0743* NAD 83(1996)-  42 43 47.19063(N)    094 26 38.30472(W)     ADJUSTED  
 NL0743* NAVD 88     -                                                        
 NL0743  ___________________________________________________________________
 NL0743  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 NL0743  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 NL0743
 NL0743  HORZ ORDER  -  THIRD
 NL0743
 NL0743.The horizontal coordinates were established by classical geodetic methods
 NL0743.and adjusted by the National Geodetic Survey in May 1999..
 NL0743
 NL0743
 NL0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0743
 NL0743.The geoid height was determined by GEOID03.
 NL0743
 NL0743;                    North         East     Units Scale Factor Converg.
 NL0743;SPC IA N     - 1,137,030.952 1,422,696.820   MT  0.99994595   -0 38 23.2
 NL0743;UTM  15      - 4,731,818.358   381,788.631   MT  0.99977192   -0 58 47.7
 NL0743
 NL0743                          SUPERSEDED SURVEY CONTROL
 NL0743
 NL0743  NAD 83(1996)-  42 43 47.19062(N)    094 26 38.30466(W) AD(       ) 4
 NL0743  NAD 83(1986)-  42 43 47.18122(N)    094 26 38.29780(W) AD(       ) 4
 NL0743  NAD 27      -  42 43 47.27800(N)    094 26 37.38300(W) AD(       ) 3
 NL0743
 NL0743.Superseded values are not recommended for survey control.
 NL0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0743.See file dsdata.txt to determine how the superseded data were derived.
 NL0743
 NL0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH8178931818(NAD 83)
 NL0743_MARKER: 53 = ELEVATED TANK
 NL0743
 NL0743  HISTORY     - Date     Condition        Report By
 NL0743  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0743  HISTORY     - 1957     GOOD             CGS
 NL0743
 NL0743                          STATION DESCRIPTION
 NL0743
 NL0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0743'THIS IS AN INTERSECTION STATION.  THE STATION IS THE CENTER OF
 NL0743'THE MUNICIPAL TANK OF GILMORE CITY.  IT IS LOCATED IN THE
 NL0743'SE CORNER OF A SMALL PARK, ABOUT 50 YARDS S OF THE CENTER
 NL0743'LINE OF WHITEHEAD STREET AND ABOUT 70 YARDS W OF THE CENTER LINE
 NL0743'OF GILMORE STREET (GILMORE STREET IS THE MAIN STREET OF THE TOWN
 NL0743'AND THE HUMBOLDT-POCAHONTAS COUNTY LINE).  THE TANK IS ABOUT
 NL0743'80 YARDS ENE OF THE MINNEAPOLIS AND ST. LOUIS RAILROAD.
 NL0743'
 NL0743'THE TANK IS A STANDARD STEEL STRUCTURE SUPPORTED BY FOUR
 NL0743'84-FOOT LEGS.  IT HAS A CYLINDRICAL WALL, OVAL BASE, CONICAL
 NL0743'TOP AND 24-INCH CIRCULAR FEED PIPE HOUSING.  THERE IS A
 NL0743'FINIAL AND LIGHT AT THE APEX OF THE ROOF.  THE TANK AND FRAMEWORK
 NL0743'ARE PAINTED BLACK.  THE ROOF IS PAINTED WHITE.  GILMORE CITY
 NL0743'IS PAINTED ON THE E AND W FACES IN WHITE LETTERS.  THE OVERALL
 NL0743'HEIGHT OF THE TANK IS ABOUT 110 FEET.  THE TANK WAS BUILT ABOUT
 NL0743'1910.
 NL0743
 NL0743                          STATION RECOVERY (1957)
 NL0743
 NL0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 NL0743'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT THE TANK IS
 NL0743'NOW PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0613 ***********************************************************************
 NK0613  DESIGNATION -  GLAD
 NK0613  PID         -  NK0613
 NK0613  STATE/COUNTY-  IA/TAMA
 NK0613  USGS QUAD   -  GLADBROOK (1971)
 NK0613
 NK0613                         *CURRENT SURVEY CONTROL
 NK0613  ___________________________________________________________________
 NK0613* NAD 83(1996)-  42 13 29.23634(N)    092 43 54.81599(W)     ADJUSTED  
 NK0613* NAVD 88     -       319.5    (meters)    1048.     (feet)  VERTCON   
 NK0613  ___________________________________________________________________
 NK0613  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 NK0613  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 NK0613
 NK0613  HORZ ORDER  -  SECOND
 NK0613
 NK0613.The horizontal coordinates were established by classical geodetic methods
 NK0613.and adjusted by the National Geodetic Survey in May 1999..
 NK0613
 NK0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0613
 NK0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0613
 NK0613.The geoid height was determined by GEOID03.
 NK0613
 NK0613;                    North         East     Units Scale Factor Converg.
 NK0613;SPC IA N     - 1,080,794.726 1,563,411.305   MT  0.99997506   +0 31 14.1
 NK0613;UTM  15      - 4,674,769.445   522,125.647   MT  0.99960602   +0 10 48.6
 NK0613
 NK0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0613!SPC IA N     -   0.99995488  x   0.99997506  =   0.99992994
 NK0613!UTM  15      -   0.99995488  x   0.99960602  =   0.99956092
 NK0613
 NK0613|---------------------------------------------------------------------|
 NK0613| PID    Reference Object                     Distance      Geod. Az  |
 NK0613|                                                           dddmmss.s |
 NK0613| CI6416 GLAD RM 2                            12.637 METERS 09517     |
 NK0613| NK0612 GLADBROOK MUN WATER TANK            APPROX. 4.7 KM 1655922.4 |
 NK0613| CI6415 GLAD RM 1                            20.019 METERS 17346     |
 NK0613|---------------------------------------------------------------------|
 NK0613
 NK0613                          SUPERSEDED SURVEY CONTROL
 NK0613
 NK0613  NAD 83(1986)-  42 13 29.23873(N)    092 43 54.80638(W) AD(       ) 2
 NK0613  NAD 27      -  42 13 29.28843(N)    092 43 54.08737(W) AD(       ) 2
 NK0613  NGVD 29 (07/19/86)  319.5    (m)         1048.     (f) VERT ANG       
 NK0613
 NK0613.Superseded values are not recommended for survey control.
 NK0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0613.See file dsdata.txt to determine how the superseded data were derived.
 NK0613
 NK0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2212674769(NAD 83)
 NK0613_MARKER: DD = SURVEY DISK
 NK0613_SETTING: 0 = UNSPECIFIED SETTING
 NK0613
 NK0613  HISTORY     - Date     Condition        Report By
 NK0613  HISTORY     - 1970     MONUMENTED       USGS
 NK0613
 NK0613                          STATION DESCRIPTION
 NK0613
 NK0613'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0613'THE STATION IS ABOUT 2.7 MI NNW. OF GLADBROOK, ABOUT 0.15 MI
 NK0613'W. OF THE COR. OF SECS. 28, 29, 32 AND 33, T. 86 N., R. 16
 NK0613'W., ON A PROMINENT RIDGE.
 NK0613'
 NK0613'TO REACH THE STATION FROM THE CROSSROADS AND JCT. OF
 NK0613'ST. HWY. 96 (COR. OF SECS. 9, 10, 15 AND 16), AT THE SE. COR. OF
 NK0613'GLADBROOK, GO N. ON PAVED COUNTY RD. FOR 3.0 MI TO A CROSSROAD,
 NK0613'TURN LEFT AND GO W. FOR 1.15 MI TO A FIELD ENTRANCE N. AND
 NK0613'S. ON A PROMINENT RIDGE AND THE STATION ON THE RIGHT.
 NK0613'
 NK0613'THE STATION MARK, STAMPED ET GLAD 1970 IS 34 FT N. AND 25
 NK0613'FT E. CENTER RD. AT FIELD ENTRANCE N., 2.5 FT N. OF THE
 NK0613'N. RIGHT-OF-WAY FENCE.  THE MARK IS BURIED APPROX. 20 IN. BELOW
 NK0613'THE SURFACE.
 NK0613'
 NK0613'REFERENCE MARK NO. 1, STAMPED GLAD NO 1 1970 IS SSE. OF THE
 NK0613'STATION, 32 FT S. AND 33 FT E. CENTER RD. AT FIELD ENTRANCE N.,
 NK0613'1 FT N. OF THE S. RIGHT-OF-WAY FENCE.
 NK0613'
 NK0613'REFERENCE MARK NO. 2, STAMPED GLAD NO 2 1970 IS E. OF THE
 NK0613'STATION, 30 FT N. AND 66 FT E. CENTER RD. AT FIELD ENTRANCE
 NK0613'N., 1 FT S. OF THE N. RIGHT-OF-WAY FENCE AND 1 FT S. OF A USGS
 NK0613'WITNESS POST.
 NK0613'
 NK0613'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 NK0613'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NK0613'AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  REFERENCE MARK
 NK0613'NO. 1 AND REFERENCE MARK NO. 2 ARE SET FLUSH WITH THE
 NK0613'GROUND.  THE STATION MARK IS BURIED APPROX. 20 IN.
 NK0613'
 NK0613'NO AZIMUTH MARK WAS SET.
 NK0613'
 NK0613'REFERENCE AZIMUTH USED - GLADBROOK M.W.T.  POINT OBSERVED IS
 NK0613'THE TOP CENTER OF THE GLADBROOK MWT LOCATED ABOUT 165 FT
 NK0613'S. AND ABOUT 65 FT E. INTERSECTION OF FIFTH STREET AND LINCOLN
 NK0613'STREETS IN THE S. CENTRAL PART OF GLADBROOK.  IT IS A 4 LEGGED
 NK0613'STRUCTURE PAINTED ALUMINUM WITH A RED TANK ROOF.
 NK0613'
 NK0613'THE TANK WAS BUILT ABOUT 1920.  T. 85 N., R. 16 W., NEAR THE
 NK0613'CENTER OF S. HALF OF SEC. 9.
 NK0613'
 NK0613'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0612 ***********************************************************************
 NK0612  DESIGNATION -  GLADBROOK MUN WATER TANK
 NK0612  PID         -  NK0612
 NK0612  STATE/COUNTY-  IA/TAMA
 NK0612  USGS QUAD   -  GLADBROOK (1971)
 NK0612
 NK0612                         *CURRENT SURVEY CONTROL
 NK0612  ___________________________________________________________________
 NK0612* NAD 83(1996)-  42 11 02.57530(N)    092 43 05.61221(W)     ADJUSTED  
 NK0612* NAVD 88     -                                                        
 NK0612  ___________________________________________________________________
 NK0612  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 NK0612  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 NK0612
 NK0612  HORZ ORDER  -  THIRD
 NK0612
 NK0612.The horizontal coordinates were established by classical geodetic methods
 NK0612.and adjusted by the National Geodetic Survey in May 1999..
 NK0612
 NK0612
 NK0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0612
 NK0612.The geoid height was determined by GEOID03.
 NK0612
 NK0612;                    North         East     Units Scale Factor Converg.
 NK0612;SPC IA N     - 1,076,280.167 1,564,581.462   MT  0.99998076   +0 31 47.4
 NK0612;UTM  15      - 4,670,249.691   523,268.528   MT  0.99960666   +0 11 21.2
 NK0612
 NK0612                          SUPERSEDED SURVEY CONTROL
 NK0612
 NK0612  NAD 83(1986)-  42 11 02.57753(N)    092 43 05.60145(W) AD(       ) 4
 NK0612  NAD 27      -  42 11 02.62521(N)    092 43 04.88677(W) AD(       ) 3
 NK0612
 NK0612.Superseded values are not recommended for survey control.
 NK0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0612.See file dsdata.txt to determine how the superseded data were derived.
 NK0612
 NK0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2326970250(NAD 83)
 NK0612_MARKER: 53 = ELEVATED TANK
 NK0612
 NK0612  HISTORY     - Date     Condition        Report By
 NK0612  HISTORY     - 1970     FIRST OBSERVED   USGS
 NK0612  HISTORY     - 20051026 GOOD             GEOCAC
 NK0612
 NK0612                          STATION DESCRIPTION
 NK0612
 NK0612'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0612'GLADBROOK M.W.T. - POINT OBSERVED IS THE TOP CENTER OF THE
 NK0612'GLADBROOK M.W.T. LOCATED ABOUT 165 FT S. AND ABOUT 65 FT
 NK0612'E. INTERSECTION OF FIFTH STREET AND LINCOLN STREETS IN THE
 NK0612'S. CENTRAL PART OF GLADBROOK.  IT IS A 4 LEGGED STRUCTURE
 NK0612'PAINTED ALUMINUM WITH A RED TANK ROOF.  THE TANK WAS BUILT
 NK0612'ABOUT 1920, T. 85 N., R. 16 W., NEAR THE CENTER OF S. HALF OF
 NK0612'SEC. 9.
 NK0612'
 NK0612'STANDARD BRACED TRIPOD USED.
 NK0612
 NK0612                          STATION RECOVERY (2005)
 NK0612
 NK0612'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 NK0612'THE TANK IS PAINTED PALE GREEN WITH GLADBROOK IN BLACK LETTERS ON THE
 NK0612'SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0862 ***********************************************************************
 ON0862  DESIGNATION -  GLENWOOD
 ON0862  PID         -  ON0862
 ON0862  STATE/COUNTY-  IA/WINNESHIEK
 ON0862  USGS QUAD   -  HANOVER (1971)
 ON0862
 ON0862                         *CURRENT SURVEY CONTROL
 ON0862  ___________________________________________________________________
 ON0862* NAD 83(1996)-  43 19 26.25366(N)    091 36 56.08462(W)     ADJUSTED  
 ON0862* NAVD 88     -       369.07   (+/-2cm)    1210.9    (feet)  VERTCON   
 ON0862  ___________________________________________________________________
 ON0862  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 ON0862  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 ON0862
 ON0862  HORZ ORDER  -  SECOND
 ON0862  VERT ORDER  -  THIRD ? (See Below)
 ON0862
 ON0862.The horizontal coordinates were established by classical geodetic methods
 ON0862.and adjusted by the National Geodetic Survey in May 1999..
 ON0862
 ON0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0862.The vertical order pertains to the NGVD 29 superseded value.
 ON0862
 ON0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0862
 ON0862.The geoid height was determined by GEOID03.
 ON0862
 ON0862;                    North         East     Units Scale Factor Converg.
 ON0862;SPC IA N     - 1,204,310.682 1,652,836.798   MT  1.00001097   +1 16 37.8
 ON0862;UTM  15      - 4,797,721.502   612,247.884   MT  0.99975499   +0 56 59.9
 ON0862
 ON0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0862!SPC IA N     -   0.99994687  x   1.00001097  =   0.99995784
 ON0862!UTM  15      -   0.99994687  x   0.99975499  =   0.99970188
 ON0862
 ON0862|---------------------------------------------------------------------|
 ON0862| PID    Reference Object                     Distance      Geod. Az  |
 ON0862|                                                           dddmmss.s |
 ON0862| CI6420 GLENWOOD RM 1                        22.223 METERS 08921     |
 ON0862| CI6419 GLENWOOD AZ MK                                     1361602.3 |
 ON0862| ON0865 GLENWOOD LUTHERAN CHURCH SPIRE      APPROX. 4.8 KM 1981905.9 |
 ON0862| ON0880 WASHINGTON PRAIRIE LUTH CH          APPROX.13.8 KM 2261146.3 |
 ON0862| ON0903 DECORAH RADIO STA KAA 353 MAST      APPROX.14.0 KM 2661018.2 |
 ON0862| CI6421 GLENWOOD RM 2                        22.227 METERS 26923     |
 ON0862|---------------------------------------------------------------------|
 ON0862
 ON0862                          SUPERSEDED SURVEY CONTROL
 ON0862
 ON0862  NAD 83(1996)-  43 19 26.25365(N)    091 36 56.08460(W) AD(       ) 2
 ON0862  NAD 83(1986)-  43 19 26.24619(N)    091 36 56.08470(W) AD(       ) 2
 ON0862  NAD 27      -  43 19 26.34170(N)    091 36 55.55590(W) AD(       ) 2
 ON0862  NGVD 29 (07/19/86)  369.11   (m)         1211.0    (f) LEVELING    3  
 ON0862
 ON0862.Superseded values are not recommended for survey control.
 ON0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0862.See file dsdata.txt to determine how the superseded data were derived.
 ON0862
 ON0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH1224897722(NAD 83)
 ON0862_MARKER: DS = TRIANGULATION STATION DISK
 ON0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0862
 ON0862  HISTORY     - Date     Condition        Report By
 ON0862  HISTORY     - 1961     MONUMENTED       CGS
 ON0862
 ON0862                          STATION DESCRIPTION
 ON0862
 ON0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0862'THE STATION IS ABOUT 9 MILES EAST OF DECORAH, 8 MILES NORTHWEST
 ON0862'OF WAUKON, IN THE NW 1/4 OF SEC. 12, T-98-N, R-7-W, AND ON THE
 ON0862'PROPERTY OF MR. JOE RYAN.  IT IS 207 FEET WEST OF A LARGE OAK
 ON0862'TREE, 2 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 ON0862'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GLENWOOD 1961.
 ON0862'
 ON0862'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND
 ON0862'STATE HIGHWAY 9 IN THE WEST EDGE OF THE DECORAH BUSINESS DISTRICT,
 ON0862'GO EAST ON HIGHWAY 9 FOR 2.4 MILES TO A PAVED SIDE ROAD LEFT.
 ON0862'TURN LEFT AND GO EASTERLY ON THE PAVED ROAD FOR 0.75 MILE TO A
 ON0862'ROAD FORK.  TAKE THE RIGHT FORK AND CONTINUE EASTERLY ON THE
 ON0862'PAVED ROAD FOR 3.7 MILES TO A SIDE ROAD RIGHT.  CONTINUE EAST
 ON0862'ON THE PAVED ROAD FOR 2.5 MILES TO A GRAVELED CROSSROAD
 ON0862'AND THE GLENWOOD LUTHERAN CHURCH IN THE SOUTHEAST ANGLE.  TURN
 ON0862'LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 1.9 MILES TO A
 ON0862'REVERSE FORK ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 1.65
 ON0862'MILES TO A REVERSE FORK ON THE LEFT.  TURN LEFT AND GO
 ON0862'NORTHWEST ON THE GRAVELED ROAD FOR 0.25 MILE TO THE
 ON0862'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH AND WEST ON THE
 ON0862'GRAVELED ROAD FOR 0.4 MILE TO A GATE ON THE LEFT.  TURN LEFT
 ON0862'PASSING THROUGH THE GATE AND GO NORTHWEST ACROSS BARN YARD FOR
 ON0862'ABOUT 200 FEET TO A GATE AT THE NORTHEAST CORNER OF A BARN.
 ON0862'PASS THROUGH THE GATE AND GO NORTHWEST ACROSS PASTURE
 ON0862'FIELD FOR 0.15 MILE TO THE HIGHEST POINT OF A SMALL HILL
 ON0862'AND THE STATION.
 ON0862'
 ON0862'REFERENCE MARK 1 IS 134 FEET WEST OF THE OAK TREE, 75 FEET EAST
 ON0862'OF THE WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.  THE MONUMENT
 ON0862'IS FLUSH AND THE DISK IS STAMPED GLENWOOD NO 1 1961.
 ON0862'
 ON0862'REFERENCE MARK 2 IS 70 FEET WEST OF THE WITNESS POST AND 1
 ON0862'FOOT SOUTH OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 ON0862'STAMPED GLENWOOD NO 2 1961.
 ON0862'
 ON0862'THE AZIMUTH MARK IS 27 FEET EAST OF THE CENTERLINE OF THE
 ON0862'ROAD, 1 FOOT NORTH OF A WITNESS POST AND 1 FOOT WEST OF A
 ON0862'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ON0862'GLENWOOD 1961.
 ON0862'
 ON0862'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0865 ***********************************************************************
 ON0865  DESIGNATION -  GLENWOOD LUTHERAN CHURCH SPIRE
 ON0865  PID         -  ON0865
 ON0865  STATE/COUNTY-  IA/WINNESHIEK
 ON0865  USGS QUAD   -  FREEPORT (1981)
 ON0865
 ON0865                         *CURRENT SURVEY CONTROL
 ON0865  ___________________________________________________________________
 ON0865* NAD 83(1996)-  43 16 59.94376(N)    091 38 02.38560(W)     ADJUSTED  
 ON0865* NAVD 88     -                                                        
 ON0865  ___________________________________________________________________
 ON0865  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 ON0865  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 ON0865
 ON0865  HORZ ORDER  -  THIRD
 ON0865
 ON0865.The horizontal coordinates were established by classical geodetic methods
 ON0865.and adjusted by the National Geodetic Survey in May 1999..
 ON0865
 ON0865
 ON0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0865
 ON0865.The geoid height was determined by GEOID03.
 ON0865
 ON0865;                    North         East     Units Scale Factor Converg.
 ON0865;SPC IA N     - 1,199,763.385 1,651,442.984   MT  1.00000308   +1 15 52.8
 ON0865;UTM  15      - 4,793,183.402   610,828.453   MT  0.99975109   +0 56 11.9
 ON0865
 ON0865                          SUPERSEDED SURVEY CONTROL
 ON0865
 ON0865  NAD 83(1996)-  43 16 59.94376(N)    091 38 02.38558(W) AD(       ) 4
 ON0865  NAD 83(1986)-  43 16 59.93622(N)    091 38 02.38532(W) AD(       ) 4
 ON0865  NAD 27      -  43 17 00.03000(N)    091 38 01.85600(W) AD(       ) 3
 ON0865
 ON0865.Superseded values are not recommended for survey control.
 ON0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0865.See file dsdata.txt to determine how the superseded data were derived.
 ON0865
 ON0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH1082893183(NAD 83)
 ON0865_MARKER: 90 = CHURCH SPIRE
 ON0865
 ON0865  HISTORY     - Date     Condition        Report By
 ON0865  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0865
 ON0865                          STATION DESCRIPTION
 ON0865
 ON0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0865'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED
 ON0865'ABOUT 8 MILES EAST OF DECORAH AND 8 MILES WEST OF WAUKON.  IT
 ON0865'IS A TALL SPIRE COVERED WITH LIGHT GREY SHINGLES AND HAS A
 ON0865'DARK CROSS ON THE TOP.
 ON0865'
 ON0865'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY
 ON0865'9 IN DECORAH, GO EAST AND SOUTH ON HIGHWAY 9 FOR 2.4 MILES TO A
 ON0865'SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.75
 ON0865'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO EAST ON THE
 ON0865'PAVED ROAD FOR 3.75 TO A SIDE ROAD RIGHT.  CONTINUE EAST ON
 ON0865'THE PAVED ROAD FOR 2.5 MILES TO A CROSSROAD AND THE CHURCH
 ON0865'IN THE SOUTHEAST ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1206 ***********************************************************************
 MJ1206  DESIGNATION -  GLENWOOD MUNICIPAL TANK
 MJ1206  PID         -  MJ1206
 MJ1206  STATE/COUNTY-  IA/MILLS
 MJ1206  USGS QUAD   -  GLENWOOD (1994)
 MJ1206
 MJ1206                         *CURRENT SURVEY CONTROL
 MJ1206  ___________________________________________________________________
 MJ1206* NAD 83(1996)-  41 02 58.61271(N)    095 44 58.65655(W)     ADJUSTED  
 MJ1206* NAVD 88     -                                                        
 MJ1206  ___________________________________________________________________
 MJ1206  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 MJ1206  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 MJ1206
 MJ1206  HORZ ORDER  -  THIRD
 MJ1206
 MJ1206.The horizontal coordinates were established by classical geodetic methods
 MJ1206.and adjusted by the National Geodetic Survey in May 1999..
 MJ1206
 MJ1206
 MJ1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1206
 MJ1206.The geoid height was determined by GEOID03.
 MJ1206
 MJ1206;                    North         East     Units Scale Factor Converg.
 MJ1206;SPC IA S     -   119,003.304   310,899.424   MT  0.99995184   -1 28 54.6
 MJ1206;SPC NE       -   143,818.172   857,083.029   MT  0.99969010   +2 49 00.2
 MJ1206;UTM  15      - 4,547,907.710   268,913.310   MT  1.00025729   -1 48 23.4
 MJ1206
 MJ1206                          SUPERSEDED SURVEY CONTROL
 MJ1206
 MJ1206  NAD 83(1996)-  41 02 58.61272(N)    095 44 58.65650(W) AD(       ) 4
 MJ1206  NAD 83(1986)-  41 02 58.62217(N)    095 44 58.65267(W) AD(       ) 4
 MJ1206  NAD 27      -  41 02 58.62525(N)    095 44 57.62686(W) AD(       ) 3
 MJ1206
 MJ1206.Superseded values are not recommended for survey control.
 MJ1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1206.See file dsdata.txt to determine how the superseded data were derived.
 MJ1206
 MJ1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6891347908(NAD 83)
 MJ1206_MARKER: 53 = ELEVATED TANK
 MJ1206
 MJ1206  HISTORY     - Date     Condition        Report By
 MJ1206  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1206  HISTORY     - 1953     GOOD             CGS
 MJ1206  HISTORY     - 1957     GOOD             CGS
 MJ1206  HISTORY     - 1964     GOOD             CGS
 MJ1206
 MJ1206                          STATION DESCRIPTION
 MJ1206
 MJ1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 MJ1206'THE INTERSECTION WAS RECOVERED.
 MJ1206
 MJ1206                          STATION RECOVERY (1957)
 MJ1206
 MJ1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MJ1206'THIS STATION WAS NOT DESCRIBED IN 1934, THEREFORE A
 MJ1206'DESCRIPTION FOLLOWS.
 MJ1206'
 MJ1206'THE STATION IS LOCATED IN THE WESTERN SECTION OF GLENWOOD.
 MJ1206'IT IS 55 YARDS WEST OF THE INTERSECTION OF THIRD AND GROVE
 MJ1206'STREETS.
 MJ1206'
 MJ1206'IT IS A 4-LEGGED STEEL STRUCTURE THAT IS ABOUT 110 FEET HIGH
 MJ1206'AND IS PAINTED SILVER.
 MJ1206
 MJ1206                          STATION RECOVERY (1964)
 MJ1206
 MJ1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 MJ1206'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MJ1206'LOCAL INQUIRY VERIFIED THE EXISTANCE.  THE STATION WAS NOT
 MJ1206'ORIGINALLY DESCRIBED, OR THE DESCRIPTION WAS NOT AVAILABLE.
 MJ1206'
 MJ1206'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF GLENWOOD.
 MJ1206'IT IS A BALL ON THE TOP OF A CONICAL SHAPED WATER TANK ROOF
 MJ1206'AND IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE THAT IS ABOUT
 MJ1206'110 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1204 ***********************************************************************
 MJ1204  DESIGNATION -  GLENWOOD STATE SCH WATER TANK
 MJ1204  PID         -  MJ1204
 MJ1204  STATE/COUNTY-  IA/MILLS
 MJ1204  USGS QUAD   -  GLENWOOD (1994)
 MJ1204
 MJ1204                         *CURRENT SURVEY CONTROL
 MJ1204  ___________________________________________________________________
 MJ1204* NAD 83(1996)-  41 02 11.37265(N)    095 44 08.20007(W)     ADJUSTED  
 MJ1204* NAVD 88     -                                                        
 MJ1204  ___________________________________________________________________
 MJ1204  LAPLACE CORR-          -5.90  (seconds)                    DEFLEC99
 MJ1204  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 MJ1204
 MJ1204  HORZ ORDER  -  THIRD
 MJ1204
 MJ1204.The horizontal coordinates were established by classical geodetic methods
 MJ1204.and adjusted by the National Geodetic Survey in May 1999..
 MJ1204
 MJ1204
 MJ1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1204
 MJ1204.The geoid height was determined by GEOID03.
 MJ1204
 MJ1204;                    North         East     Units Scale Factor Converg.
 MJ1204;SPC IA S     -   117,516.193   312,039.855   MT  0.99995247   -1 28 21.4
 MJ1204;SPC NE       -   142,421.089   858,331.390   MT  0.99969193   +2 49 33.6
 MJ1204;UTM  15      - 4,546,413.714   270,045.643   MT  1.00025087   -1 47 48.6
 MJ1204
 MJ1204                          SUPERSEDED SURVEY CONTROL
 MJ1204
 MJ1204  NAD 83(1996)-  41 02 11.37264(N)    095 44 08.20008(W) AD(       ) 4
 MJ1204  NAD 83(1986)-  41 02 11.38181(N)    095 44 08.19687(W) AD(       ) 4
 MJ1204  NAD 27      -  41 02 11.38100(N)    095 44 07.18100(W) AD(       ) 3
 MJ1204
 MJ1204.Superseded values are not recommended for survey control.
 MJ1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1204.See file dsdata.txt to determine how the superseded data were derived.
 MJ1204
 MJ1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF7004646414(NAD 83)
 MJ1204_MARKER: 53 = ELEVATED TANK
 MJ1204
 MJ1204  HISTORY     - Date     Condition        Report By
 MJ1204  HISTORY     - 1947     FIRST OBSERVED   CGS
 MJ1204  HISTORY     - 1956     GOOD             CGS
 MJ1204  HISTORY     - 1957     GOOD             CGS
 MJ1204
 MJ1204                          STATION DESCRIPTION
 MJ1204
 MJ1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1204'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF GLENWOOD, AT
 MJ1204'THE STATE SCHOOL.  IT IS A 5 LEGGED STEEL STRUCTURE ABOUT
 MJ1204'100 FEET HIGH AND PAINTED SILVER.
 MJ1204'
 MJ1204'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 MJ1204'
 MJ1204'TO REACH FROM THE POST OFFICE IN GLENWOOD, GO SOUTHEAST FOR
 MJ1204'4.5 MILES, TURN LEFT (EAST) THROUGH TWOWAY RAILROAD OVERPASS
 MJ1204'FOR 0.25 MILE, TURN RIGHT (SOUTH) FOR 0.1 MILE TO WATER TANK.
 MJ1204
 MJ1204                          STATION RECOVERY (1956)
 MJ1204
 MJ1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LWQ)
 MJ1204'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED WITH ONE
 MJ1204'EXCEPTION IT IS A SIX LEGGED STRUCTURE AND NOT FIVE AS MENTIONED
 MJ1204'IN THE ORIGINAL DESCRIPTION.
 MJ1204
 MJ1204                          STATION RECOVERY (1957)
 MJ1204
 MJ1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MJ1204'THE OLD DESCRIPTION IS ADEQUATE FOR RECOVERY EXCEPT THAT THE
 MJ1204'FIRST MILEAGE FROM THE POST OFFICE IN GLENWOOD IS 0.5 MILE
 MJ1204'INSTEAD OF 4.5 MILES, AND THE TANK IS A 6-LEGGED STEEL STRUCTURE
 MJ1204'INSTEAD OF BEING 5-LEGGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0828 ***********************************************************************
 NL0828  DESIGNATION -  GLIDDEN
 NL0828  PID         -  NL0828
 NL0828  STATE/COUNTY-  IA/CARROLL
 NL0828  USGS QUAD   -  GLIDDEN (1980)
 NL0828
 NL0828                         *CURRENT SURVEY CONTROL
 NL0828  ___________________________________________________________________
 NL0828* NAD 83(1996)-  42 05 21.85697(N)    094 42 59.21482(W)     ADJUSTED  
 NL0828* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 NL0828  ___________________________________________________________________
 NL0828  LAPLACE CORR-           8.91  (seconds)                    DEFLEC99
 NL0828  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 NL0828
 NL0828  HORZ ORDER  -  FIRST
 NL0828
 NL0828.The horizontal coordinates were established by classical geodetic methods
 NL0828.and adjusted by the National Geodetic Survey in May 1999..
 NL0828
 NL0828.The orthometric height was scaled from a topographic map.
 NL0828
 NL0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0828
 NL0828.The geoid height was determined by GEOID03.
 NL0828
 NL0828;                    North         East     Units Scale Factor Converg.
 NL0828;SPC IA N     - 1,066,193.079 1,399,361.390   MT  0.99999595   -0 49 28.0
 NL0828;UTM  15      - 4,661,128.284   358,044.775   MT  0.99984796   -1 09 02.6
 NL0828
 NL0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0828!SPC IA N     -   0.99994593  x   0.99999595  =   0.99994188
 NL0828!UTM  15      -   0.99994593  x   0.99984796  =   0.99979390
 NL0828
 NL0828:                Primary Azimuth Mark                     Grid Az
 NL0828:SPC IA N     -  LOHRVILLE MUNICIPAL TANK                 035 38 33.9
 NL0828:UTM  15      -  LOHRVILLE MUNICIPAL TANK                 035 58 08.5
 NL0828
 NL0828|---------------------------------------------------------------------|
 NL0828| PID    Reference Object                     Distance      Geod. Az  |
 NL0828|                                                           dddmmss.s |
 NL0828| NL0818 LOHRVILLE MUNICIPAL TANK            APPROX.24.4 KM 0344905.9 |
 NL0828| CI6423 GLIDDEN RM 1                         37.472 METERS 04040     |
 NL0828| NL0803 FARNHAMVILLE MUNICIPAL TANK         APPROX.33.0 KM 0510434.7 |
 NL0828| NL0787 CHURDAN MUNICIPAL TANK              APPROX.20.9 KM 0693747.7 |
 NL0828| NL0827 SCRANTON MUNICIPAL TANK             APPROX.16.0 KM 1180113.7 |
 NL0828| CI6424 GLIDDEN RM 2                         43.266 METERS 14504     |
 NL0828| NL0829 GLIDDEN MUNICIPAL TANK              APPROX. 3.7 KM 2031049.7 |
 NL0828| MJ1133 WILLEY IMM CON CH SPIRE             APPROX.15.1 KM 2151832.8 |
 NL0828| CI6422 GLIDDEN AZ MK                                      2204931.9 |
 NL0828| NL0838 ROSELLE CH OF THE HOLY ANGEL        APPROX.19.3 KM 2392251.3 |
 NL0828| NL0835 CARROLL ST PETER AND PAULS CH       APPROX.12.9 KM 2542708.9 |
 NL0828| NL0833 CARROLL ST JOSEPHS CH BELFRY        APPROX.12.8 KM 2553346.2 |
 NL0828| NL0836 CARROLL HEAT PWR AND LT CO STK      APPROX.12.6 KM 2570000.7 |
 NL0828| NL0834 CARROLL COUNTY COURTHOUSE TWR       APPROX.12.7 KM 2574243.4 |
 NL0828| NL0837 CARROLL MUNICIPAL STANDPIPE         APPROX.12.3 KM 2615322.2 |
 NL0828| NL0844 BREDA CH OF BLESS VIRGIN MARY       APPROX.17.4 KM 2935823.6 |
 NL0828| NL0845 BREDA MUNICIPAL TANK                APPROX.24.3 KM 2950652.5 |
 NL0828| NL0846 BREDA ST BERNARDS CHURCH            APPROX.24.0 KM 2955318.2 |
 NL0828| NL0832 LIDDERDALE IMM LUTH CH SPIRE        APPROX. 7.0 KM 3073545.9 |
 NL0828|---------------------------------------------------------------------|
 NL0828
 NL0828                          SUPERSEDED SURVEY CONTROL
 NL0828
 NL0828  NAD 83(1986)-  42 05 21.85340(N)    094 42 59.21858(W) AD(       ) 1
 NL0828  NAD 27      -  42 05 21.91100(N)    094 42 58.28700(W) AD(       ) 1
 NL0828
 NL0828.Superseded values are not recommended for survey control.
 NL0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0828.See file dsdata.txt to determine how the superseded data were derived.
 NL0828
 NL0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG5804561128(NAD 83)
 NL0828_MARKER: DS = TRIANGULATION STATION DISK
 NL0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0828
 NL0828  HISTORY     - Date     Condition        Report By
 NL0828  HISTORY     - 1934     MONUMENTED       CGS
 NL0828
 NL0828                          STATION DESCRIPTION
 NL0828
 NL0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0828'THIS STATION IS ABOUT 2 MILES NNE OF GLIDDEN, IN THE NW 1/4
 NL0828'SECTION 17, T 84 N, R 33 W, ON LAND OWNED BY MRS. RECKIE PRILL.
 NL0828'THE MARK IS 1/2 FOOT N OF THE E-W FENCE BETWEEN MRS. PRILLS
 NL0828'PROPERTY ON THE N AND THAT OF MR. LESLIE G. WALTERS ON THE S.
 NL0828'IT IS 52 FEET W OF THE CENTER LINE OF THE N-S ROAD.  114 FEET
 NL0828'NW OF A 12-INCH BASSWOOD IN THE E RIGHT-OF-WAY FENCE, 72 FEET
 NL0828'E OF THE EASTERLY OF SEVERAL ELMS IN THE PROPERTY LINE FENCE
 NL0828'AND PROJECTS 2 INCHES.
 NL0828'
 NL0828'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0828'BRONZE DISKS SET IN CONCRETE.
 NL0828'
 NL0828'REFERENCE MARK NO. 1 IS NE OF THE STATION.  1 FOOT W OF THE
 NL0828'E RIGHT-OF-WAY FENCE.  209.63 FEET N OF REFERENCE MARK NO. 2,
 NL0828'AND PROJECTS 3 INCHES.
 NL0828'
 NL0828'REFERENCE MARK NO. 2 IS SE OF THE STATION, IN THE E RIGHT-OF-WAY
 NL0828'FENCE AND PROJECTS 4 INCHES.
 NL0828'
 NL0828'THE AZIMUTH MARK IS SW OF THE STATION, 1/2 FOOT N OF THE
 NL0828'S RIGHT-OF-WAY FENCE OF THE FIRST E-W ROAD S OF THE STATION.
 NL0828'0.15 MILE W OF A CROSSROADS, 250 YARDS SE OF THE FAIRVIEW FARM
 NL0828'BUILDINGS AND PROJECTS 2 INCHES.
 NL0828'
 NL0828'ALL LIGHTS COME INTO VIEW AT 55 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0829 ***********************************************************************
 NL0829  DESIGNATION -  GLIDDEN MUNICIPAL TANK
 NL0829  PID         -  NL0829
 NL0829  STATE/COUNTY-  IA/CARROLL
 NL0829  USGS QUAD   -  GLIDDEN (1980)
 NL0829
 NL0829                         *CURRENT SURVEY CONTROL
 NL0829  ___________________________________________________________________
 NL0829* NAD 83(1996)-  42 03 32.58207(N)    094 44 02.00126(W)     ADJUSTED  
 NL0829* NAVD 88     -                                                        
 NL0829  ___________________________________________________________________
 NL0829  LAPLACE CORR-           8.87  (seconds)                    DEFLEC99
 NL0829  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 NL0829
 NL0829  HORZ ORDER  -  THIRD
 NL0829
 NL0829.The horizontal coordinates were established by classical geodetic methods
 NL0829.and adjusted by the National Geodetic Survey in May 1999..
 NL0829
 NL0829
 NL0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0829
 NL0829.The geoid height was determined by GEOID03.
 NL0829
 NL0829;                    North         East     Units Scale Factor Converg.
 NL0829;SPC IA N     - 1,062,842.776 1,397,869.390   MT  1.00000139   -0 50 10.5
 NL0829;UTM  15      - 4,657,787.015   356,533.969   MT  0.99985327   -1 09 42.2
 NL0829
 NL0829                          SUPERSEDED SURVEY CONTROL
 NL0829
 NL0829  NAD 83(1986)-  42 03 32.57873(N)    094 44 02.00615(W) AD(       ) 4
 NL0829  NAD 27      -  42 03 32.63600(N)    094 44 01.07200(W) AD(       ) 3
 NL0829
 NL0829.Superseded values are not recommended for survey control.
 NL0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0829.See file dsdata.txt to determine how the superseded data were derived.
 NL0829
 NL0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG5653457787(NAD 83)
 NL0829_MARKER: 53 = ELEVATED TANK
 NL0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NL0829+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 NL0829
 NL0829  HISTORY     - Date     Condition        Report By
 NL0829  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0829  HISTORY     - 20060828 GOOD             GEOCAC
 NL0829
 NL0829                          STATION DESCRIPTION
 NL0829
 NL0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0829'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF GLIDDEN,
 NL0829'IOWA.  IT IS LOCATED IN THE WESTERN PART OF THE TOWN, THREE
 NL0829'BLOCKS W OF THE MAIN STREET (IDAHO STREET), IN SECTION 30,
 NL0829'T 84 N, R 33 W.  THE MUNICIPAL PUMPING STATION IS ABOUT
 NL0829'30 FEET E OF THE TANK.  THE TANK WAS ERECTED IN 1921.
 NL0829'
 NL0829'THE TANK HAS FOUR-TRUSS WORK LEGS 100 FEET HIGH.  FROM THE
 NL0829'UPPER END OF THE LEGS, THE OVAL SECTION OF THE TANK EXTENDS
 NL0829'DOWNWARD ABOUT 15 FEET, FROM THE CENTER OF WHICH A SILVER
 NL0829'FEEDPIPE JACKET EXTENDS TO THE GROUND.  THE VERTICAL SECTION
 NL0829'IS ABOUT 25 FEET HIGH AND HAS A CAT-WALK AND SILVER RAIL
 NL0829'AROUND ITS BASE.  THE WORD GLIDDEN IS PAINTED IN WHITE LETTERS
 NL0829'ON THE N SIDE OF THIS SECTION.  THERE IS A BLACK CONICAL ROOF,
 NL0829'ABOUT 10 FEET HIGH, WITH A SILVER BALL AT ITS APEX.  THE
 NL0829'ENTIRE TANK IS BLACK, EXCEPT THE FEED PIPE JACKET, THE RAIL
 NL0829'AND THE BALL.  THE TOTAL HEIGHT IS ABOUT 135 FEET.
 NL0829
 NL0829                          STATION RECOVERY (2006)
 NL0829
 NL0829'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NL0829'WEST OF ARIZONA ST, NORTH OF THE END OF WEST 4TH ST. CURRENTLY SILVER
 NL0829'WITH GREEN ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0742 ***********************************************************************
 NK0742  DESIGNATION -  GOLDFIELD MUNICIPAL TANK
 NK0742  PID         -  NK0742
 NK0742  STATE/COUNTY-  IA/WRIGHT
 NK0742  USGS QUAD   -  EAGLE GROVE (1978)
 NK0742
 NK0742                         *CURRENT SURVEY CONTROL
 NK0742  ___________________________________________________________________
 NK0742* NAD 83(1996)-  42 44 04.69865(N)    093 55 15.80770(W)     ADJUSTED  
 NK0742* NAVD 88     -                                                        
 NK0742  ___________________________________________________________________
 NK0742  LAPLACE CORR-           8.87  (seconds)                    DEFLEC99
 NK0742  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 NK0742
 NK0742  HORZ ORDER  -  THIRD
 NK0742
 NK0742.The horizontal coordinates were established by classical geodetic methods
 NK0742.and adjusted by the National Geodetic Survey in May 1999..
 NK0742
 NK0742
 NK0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0742
 NK0742.The geoid height was determined by GEOID03.
 NK0742
 NK0742;                    North         East     Units Scale Factor Converg.
 NK0742;SPC IA N     - 1,137,225.449 1,465,521.172   MT  0.99994605   -0 17 07.3
 NK0742;UTM  15      - 4,731,758.804   424,603.583   MT  0.99966994   -0 37 30.2
 NK0742
 NK0742                          SUPERSEDED SURVEY CONTROL
 NK0742
 NK0742  NAD 83(1996)-  42 44 04.69836(N)    093 55 15.80674(W) AD(       ) 4
 NK0742  NAD 83(1986)-  42 44 04.69175(N)    093 55 15.79805(W) AD(       ) 4
 NK0742  NAD 27      -  42 44 04.78600(N)    093 55 14.98900(W) AD(       ) 3
 NK0742
 NK0742.Superseded values are not recommended for survey control.
 NK0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0742.See file dsdata.txt to determine how the superseded data were derived.
 NK0742
 NK0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH2460431759(NAD 83)
 NK0742_MARKER: 53 = ELEVATED TANK
 NK0742
 NK0742  HISTORY     - Date     Condition        Report By
 NK0742  HISTORY     - 1938     FIRST OBSERVED   CGS
 NK0742
 NK0742                          STATION DESCRIPTION
 NK0742
 NK0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0742'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER TANK
 NK0742'OF GOLDFIELD, LOCATED IN THE CENTRAL PART OF TOWN.  TANK IS
 NK0742'A STEEL STRUCTURE PAINTED SILVER WITH A RED TOP, APPROXIMATELY
 NK0742'125 FEET HIGH.
 NK0742'
 NK0742'OBSERVED UPON FROM TRIANGULATION STATIONS THOR, HARDY, EAGLE,
 NK0742'PASKIN AND CLARION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0741 ***********************************************************************
 NK0741  DESIGNATION -  GOLDFIELD PUBLIC SCHOOL CUPOLA
 NK0741  PID         -  NK0741
 NK0741  STATE/COUNTY-  IA/WRIGHT
 NK0741  USGS QUAD   -  EAGLE GROVE (1978)
 NK0741
 NK0741                         *CURRENT SURVEY CONTROL
 NK0741  ___________________________________________________________________
 NK0741* NAD 83(1996)-  42 43 58.82078(N)    093 55 11.51718(W)     ADJUSTED  
 NK0741* NAVD 88     -                                                        
 NK0741  ___________________________________________________________________
 NK0741  LAPLACE CORR-           8.88  (seconds)                    DEFLEC99
 NK0741  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 NK0741
 NK0741  HORZ ORDER  -  THIRD
 NK0741
 NK0741.The horizontal coordinates were established by classical geodetic methods
 NK0741.and adjusted by the National Geodetic Survey in May 1999..
 NK0741
 NK0741
 NK0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0741
 NK0741.The geoid height was determined by GEOID03.
 NK0741
 NK0741;                    North         East     Units Scale Factor Converg.
 NK0741;SPC IA N     - 1,137,043.598 1,465,617.864   MT  0.99994602   -0 17 04.4
 NK0741;UTM  15      - 4,731,576.434   424,699.169   MT  0.99966976   -0 37 27.2
 NK0741
 NK0741                          SUPERSEDED SURVEY CONTROL
 NK0741
 NK0741  NAD 83(1996)-  42 43 58.82039(N)    093 55 11.51618(W) AD(       ) 4
 NK0741  NAD 83(1986)-  42 43 58.81421(N)    093 55 11.50769(W) AD(       ) 4
 NK0741  NAD 27      -  42 43 58.92000(N)    093 55 10.70000(W) AD(       ) 3
 NK0741
 NK0741.Superseded values are not recommended for survey control.
 NK0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0741.See file dsdata.txt to determine how the superseded data were derived.
 NK0741
 NK0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH2469931576(NAD 83)
 NK0741_MARKER: 86 = CUPOLA
 NK0741
 NK0741  HISTORY     - Date     Condition        Report By
 NK0741  HISTORY     - 1938     FIRST OBSERVED   CGS
 NK0741
 NK0741                          STATION DESCRIPTION
 NK0741
 NK0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0741'POINT OBSERVED UPON WAS THE TIP OF CUPOLA OF THE PUBLIC SCHOOL
 NK0741'OF GOLDFIELD, A TWO STORY BRICK STRUCTURE WITH CUPOLA ON CENTER
 NK0741'OF ROOF.  LOCATED IN THE S PART OF TOWN, 1 BLOCK N OF U.S. HIGHWAY
 NK0741'10.
 NK0741'
 NK0741'OBSERVED UPON FROM TRIANGULATION STATION EAGLE AND HARDY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0676 ***********************************************************************
 NL0676  DESIGNATION -  GOULD
 NL0676  PID         -  NL0676
 NL0676  STATE/COUNTY-  IA/CHEROKEE
 NL0676  USGS QUAD   -  CHEROKEE NORTH (1971)
 NL0676
 NL0676                         *CURRENT SURVEY CONTROL
 NL0676  ___________________________________________________________________
 NL0676* NAD 83(1996)-  42 51 59.09555(N)    095 35 13.44658(W)     ADJUSTED  
 NL0676* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 NL0676  ___________________________________________________________________
 NL0676  LAPLACE CORR-          -6.68  (seconds)                    DEFLEC99
 NL0676  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 NL0676
 NL0676  HORZ ORDER  -  FIRST
 NL0676
 NL0676.The horizontal coordinates were established by classical geodetic methods
 NL0676.and adjusted by the National Geodetic Survey in May 1999..
 NL0676
 NL0676.The orthometric height was scaled from a topographic map.
 NL0676
 NL0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0676
 NL0676.The geoid height was determined by GEOID03.
 NL0676
 NL0676;                    North         East     Units Scale Factor Converg.
 NL0676;SPC IA N     - 1,153,882.803 1,329,475.826   MT  0.99995137   -1 24 52.2
 NL0676;UTM  15      - 4,749,227.496   288,670.616   MT  1.00014946   -1 45 38.2
 NL0676
 NL0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0676!SPC IA N     -   0.99993532  x   0.99995137  =   0.99988670
 NL0676!UTM  15      -   0.99993532  x   1.00014946  =   1.00008477
 NL0676
 NL0676:                Primary Azimuth Mark                     Grid Az
 NL0676:SPC IA N     -  GOULD AZ MK                              093 13 51.1
 NL0676:UTM  15      -  GOULD AZ MK                              093 34 37.1
 NL0676
 NL0676|---------------------------------------------------------------------|
 NL0676| PID    Reference Object                     Distance      Geod. Az  |
 NL0676|                                                           dddmmss.s |
 NL0676| CO3169 GOULD AZ MK                                        0914858.9 |
 NL0676| NL0675 CHEROKEE ST INSANE ASYLUM STK       APPROX.12.3 KM 1745611.6 |
 NL0676| NL0672 CHEROKEE ST ASYLUM WATER TANK       APPROX.12.2 KM 1751156.1 |
 NL0676| CO3170 GOULD RM 1                           34.544 METERS 21357     |
 NL0676| NL0678 CLEGHORN MUNICIPAL TANK             APPROX.12.0 KM 2394216.1 |
 NL0676| CO3171 GOULD RM 2                           39.490 METERS 33054     |
 NL0676|---------------------------------------------------------------------|
 NL0676
 NL0676                          SUPERSEDED SURVEY CONTROL
 NL0676
 NL0676  NAD 83(1996)-  42 51 59.09557(N)    095 35 13.44654(W) AD(       ) 1
 NL0676  NAD 83(1996)-  42 51 59.09448(N)    095 35 13.44468(W) AD(       ) 1
 NL0676  NAD 83(1986)-  42 51 59.09459(N)    095 35 13.44314(W) AD(       ) 1
 NL0676  NAD 27      -  42 51 59.15400(N)    095 35 12.42300(W) AD(       ) 1
 NL0676
 NL0676.Superseded values are not recommended for survey control.
 NL0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0676.See file dsdata.txt to determine how the superseded data were derived.
 NL0676
 NL0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH8867149227(NAD 83)
 NL0676_MARKER: DS = TRIANGULATION STATION DISK
 NL0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0676
 NL0676  HISTORY     - Date     Condition        Report By
 NL0676  HISTORY     - 1940     MONUMENTED       CGS
 NL0676  HISTORY     - 1955     GOOD             IA-035
 NL0676
 NL0676                          STATION DESCRIPTION
 NL0676
 NL0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0676'STATION IS LOCATED ABOUT 9 MILES NORTH NORTHWEST OF CHEROKEE,
 NL0676'2 MILES WEST OF LARRABEE AND 8 MILES NORTHEAST OF CLEGHORN.
 NL0676'IN THE SE 1/4 OF SEC. 17, T 93 N, R 40 W, ON LAND OWNED
 NL0676'AND OCCUPIED BY RAYMOND GOULD.
 NL0676'
 NL0676'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 NL0676'AND COUNTY HIGHWAY B, IN THE TOWN OF LARRABEE.  GO WEST
 NL0676'ON COUNTY HIGHWAY B FOR 1.4 MILES TO THE AZIMUTH MARK ON
 NL0676'THE RIGHT, NORTH SIDE OF THE ROAD, CONTINUE WEST 0.65 MILE
 NL0676'TO MR GOULDS HOUSE ON THE RIGHT, NORTH SIDE OF THE ROAD
 NL0676'AND STATION IN YARD NEAR DRIVEWAY LEADING TO FARM.
 NL0676'
 NL0676'THE STATION MARK IS STAMPED GOULD 1940 AND IS SET FLUSH WITH
 NL0676'THE GROUND.  IT IS 16.5 FEET NORTH OF A WHITE REFERENCE
 NL0676'POST, 57 FEET WEST OF A SILO, 62 FEET SOUTH OF THE SOUTHWEST
 NL0676'CORNER OF A RED BARN, 60 FEET NORTH OF THE CENTER OF COUNTY
 NL0676'HIGHWAY B AND 43 FEET NORTHWEST OF A GATE.
 NL0676'
 NL0676'R.M. NO. 1 IS STAMPED GOULD NO. 1 1940 AND PROJECTS 4 INCHES.
 NL0676'IT IS 1 FOOT NORTH OF A FENCE, 3 FEET NORTHEAST OF A CONCRETE
 NL0676'FENCE POST AND 30 FEET SOUTH OF THE CENTER OF COUNTY HIGHWAY B.
 NL0676'
 NL0676'R.M. NO. 2 IS STAMPED GOULD NO. 2 1940 AND IS SET FLUSH
 NL0676'WITH THE GROUND.  IT IS 4.5 FEET SOUTHEAST OF THE SOUTHEAST
 NL0676'CORNER OF A CORN CRIB.
 NL0676'
 NL0676'THE AZIMUTH MARK IS STAMPED GOULD 1940 AND PROJECTS 6 INCHES.
 NL0676'IT IS 41 FEET NORTH OF THE CENTER OF COUNTY HIGHWAY B, 3.5
 NL0676'FEET WEST OF A FENCE, 7.3 FEET NORTH OF A FENCE, 12 FEET
 NL0676'WEST OF THE CENTER OF A FARM LANE AND 2.4 FEET NORTH OF A
 NL0676'WHITE REFERENCE POST.
 NL0676'
 NL0676'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NL0676
 NL0676                          STATION RECOVERY (1955)
 NL0676
 NL0676'RECOVERY NOTE BY CHEROKEE COUNTY IOWA 1955 (LWC)
 NL0676'REFERENCE MARK NO. 1 WAS REMOVED TO PER MIT HIGHWAY CONSTRUCTION.
 NL0676'
 NL0676'A NEW REFERENCE MARK STAMPED GOULD NO 3 1940 WAS ESTABLISHED
 NL0676'ON LINE AND AWAY FROM REFERENCE MARK NO. 1 WHICH WAS THEN
 NL0676'REMOVED.
 NL0676'
 NL0676'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF
 NL0676'A 12 INCH CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 49
 NL0676'FEET SOUTH OF THE CENTERLINE OF TRUNK ROAD B, AND 134.01
 NL0676'FEET (40.847 METERS) AWAY FROM THE STATION.
 NL0676'
 NL0676'R.M. DISK STAMPED GOULD R.M. 1 1940 RECEIVED 7/11/55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2149 ***********************************************************************
 AE2149  CBN         -  This is a Cooperative Base Network Control Station.
 AE2149  DESIGNATION -  GPS 048
 AE2149  PID         -  AE2149
 AE2149  STATE/COUNTY-  IA/PLYMOUTH
 AE2149  USGS QUAD   -  HINTON (1964)
 AE2149
 AE2149                         *CURRENT SURVEY CONTROL
 AE2149  ___________________________________________________________________
 AE2149* NAD 83(1996)-  42 41 28.41522(N)    096 19 51.60882(W)     ADJUSTED  
 AE2149* NAVD 88     -       439.6    (meters)    1442.     (feet)  GPS OBS   
 AE2149  ___________________________________________________________________
 AE2149  X           -    -517,791.919 (meters)                     COMP
 AE2149  Y           -  -4,666,946.825 (meters)                     COMP
 AE2149  Z           -   4,302,632.645 (meters)                     COMP
 AE2149  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 AE2149  ELLIP HEIGHT-         413.51  (meters)          (06/15/04) GPS OBS
 AE2149  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AE2149
 AE2149  HORZ ORDER  -  B
 AE2149  ELLP ORDER  -  FOURTH    CLASS I
 AE2149
 AE2149.The horizontal coordinates were established by GPS observations
 AE2149.and adjusted by the National Geodetic Survey in August 1997..
 AE2149
 AE2149.The orthometric height was determined by GPS observations and a
 AE2149.high-resolution geoid model.
 AE2149
 AE2149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2149
 AE2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2149
 AE2149.The ellipsoidal height was determined by GPS observations
 AE2149.and is referenced to NAD 83.
 AE2149
 AE2149.The geoid height was determined by GEOID03.
 AE2149
 AE2149;                    North         East     Units Scale Factor Converg.
 AE2149;SPC IA N     - 1,136,201.228 1,268,060.791   MT  0.99994545   -1 55 07.3
 AE2149;UTM  14      - 4,729,981.135   718,638.238   MT  1.00018815   +1 48 37.5
 AE2149
 AE2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2149!SPC IA N     -   0.99993515  x   0.99994545  =   0.99988061
 AE2149!UTM  14      -   0.99993515  x   1.00018815  =   1.00012329
 AE2149
 AE2149                          SUPERSEDED SURVEY CONTROL
 AE2149
 AE2149  ELLIP H (08/25/97)  413.55   (m)                       GP(       ) 4 1
 AE2149
 AE2149.Superseded values are not recommended for survey control.
 AE2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2149.See file dsdata.txt to determine how the superseded data were derived.
 AE2149
 AE2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1863829981(NAD 83)
 AE2149_MARKER: A = ALUMINUM MARKER
 AE2149_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2149_STAMPING: PLYMOUTH COUNTY GPS CONTROL POINT
 AE2149_MARK LOGO: IA-149
 AE2149_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2149+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 AE2149
 AE2149  HISTORY     - Date     Condition        Report By
 AE2149  HISTORY     - 1995     MONUMENTED       AEROS
 AE2149  HISTORY     - 19970113 GOOD             IADT
 AE2149  HISTORY     - 20010327 GOOD             NEDR
 AE2149  HISTORY     - 20011009 GOOD             JCLS
 AE2149  HISTORY     - 20020308 GOOD             JCLS
 AE2149  HISTORY     - 20020315 GOOD             JCLS
 AE2149  HISTORY     - 20031105 GOOD             JCLS
 AE2149  HISTORY     - 20051031 GOOD             JCLS
 AE2149
 AE2149                          STATION DESCRIPTION
 AE2149
 AE2149'DESCRIBED BY IOWA DEPARTMENT OF TRANSPORTATION 1997 (DMO)
 AE2149'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 75 AND COUNTY
 AE2149'ROAD C60 IN THE TOWN OF HINTON, GO WEST ON COUNTY ROAD C60 FOR APPROX.
 AE2149'3.45 KM (2.15 MI) TO COUNTY ROAD K30 GOING NORTH.  TURN NORTH ONTO
 AE2149'COUNTY ROAD K30 AND CONTINUE FOR 6.2 KM (3.85 MI) TO THE STATION ON
 AE2149'THE RIGHT.  THE MONUMENT IS A 5/8 INCH DIA DRIVEN ALUMINUM ROD WITH A
 AE2149'2 1/2 INCH ALUMINUM SURVEY CAP AND PERMANENT MAGNET ENCASED IN A 5
 AE2149'INCH DIAMETER PVC PIPE WITH ACCESS COVER AND BACKFILLED WITH SAND TO
 AE2149'FACILITATE DRAINAGE AND TO MINIMIZE FROST MOVEMENT.  IT IS LOCATED 300
 AE2149'FT (91.4 M) SOUTH OF THE NW COR OF SEC 19, T91N R46W, 35 FT (10.7 M)
 AE2149'EAST OF THE CENTERLINE OF COUNTY ROAD K30, AND 13 FT (4.0 M) WEST OF A
 AE2149'BARBED WIRE FENCE.  A PINK STATE HARN SURVEY SIGN WAS SET 3.4 M (11.2
 AE2149'FT) EAST OF THE MONUMENT.
 AE2149
 AE2149                          STATION RECOVERY (2001)
 AE2149
 AE2149'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (JC)
 AE2149'RECOVERED AS DESCRIBED.
 AE2149
 AE2149                          STATION RECOVERY (2001)
 AE2149
 AE2149'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 AE2149'RECOVERED AS DESCRIBED.
 AE2149
 AE2149                          STATION RECOVERY (2002)
 AE2149
 AE2149'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 AE2149'DESCRIPTION IS ADEQUATE
 AE2149
 AE2149                          STATION RECOVERY (2002)
 AE2149
 AE2149'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AE2149'RECOVERED IN GOOD CONDITION.
 AE2149
 AE2149                          STATION RECOVERY (2003)
 AE2149
 AE2149'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AE2149'RECOVERED IN GOOD CONDITION.
 AE2149
 AE2149                          STATION RECOVERY (2005)
 AE2149
 AE2149'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 AE2149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2151 ***********************************************************************
 AE2151  CBN         -  This is a Cooperative Base Network Control Station.
 AE2151  DESIGNATION -  GPS 15
 AE2151  PID         -  AE2151
 AE2151  STATE/COUNTY-  IA/POLK
 AE2151  USGS QUAD   -  DES MOINES SE (1976)
 AE2151
 AE2151                         *CURRENT SURVEY CONTROL
 AE2151  ___________________________________________________________________
 AE2151* NAD 83(1996)-  41 34 06.49538(N)    093 30 12.40381(W)     ADJUSTED  
 AE2151* NAVD 88     -       271.8    (meters)     892.     (feet)  GPS OBS   
 AE2151  ___________________________________________________________________
 AE2151  X           -    -292,044.877 (meters)                     COMP
 AE2151  Y           -  -4,770,183.905 (meters)                     COMP
 AE2151  Z           -   4,210,024.279 (meters)                     COMP
 AE2151  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 AE2151  ELLIP HEIGHT-         240.34  (meters)          (06/15/04) GPS OBS
 AE2151  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 AE2151
 AE2151  HORZ ORDER  -  B
 AE2151  ELLP ORDER  -  FOURTH    CLASS I
 AE2151
 AE2151.The horizontal coordinates were established by GPS observations
 AE2151.and adjusted by the National Geodetic Survey in August 1997..
 AE2151
 AE2151.The orthometric height was determined by GPS observations and a
 AE2151.high-resolution geoid model.
 AE2151
 AE2151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2151
 AE2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2151
 AE2151.The ellipsoidal height was determined by GPS observations
 AE2151.and is referenced to NAD 83.
 AE2151
 AE2151.The geoid height was determined by GEOID03.
 AE2151
 AE2151;                    North         East     Units Scale Factor Converg.
 AE2151;SPC IA S     -   174,179.280   499,712.626   MT  0.99996891   -0 00 08.2
 AE2151;UTM  15      - 4,601,988.215   458,025.267   MT  0.99962168   -0 20 02.6
 AE2151
 AE2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2151!SPC IA S     -   0.99996230  x   0.99996891  =   0.99993122
 AE2151!UTM  15      -   0.99996230  x   0.99962168  =   0.99958400
 AE2151
 AE2151                          SUPERSEDED SURVEY CONTROL
 AE2151
 AE2151  ELLIP H (08/25/97)  240.38   (m)                       GP(       ) 4 1
 AE2151
 AE2151.Superseded values are not recommended for survey control.
 AE2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2151.See file dsdata.txt to determine how the superseded data were derived.
 AE2151
 AE2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG5802501988(NAD 83)
 AE2151_MARKER: DD = SURVEY DISK
 AE2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2151_STAMPING: GPS 15
 AE2151_MARK LOGO: MJH   
 AE2151_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2151+STABILITY: SURFACE MOTION
 AE2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2151+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2003
 AE2151
 AE2151  HISTORY     - Date     Condition        Report By
 AE2151  HISTORY     - 1987     MONUMENTED       MJH
 AE2151  HISTORY     - 19970129 GOOD             IADT
 AE2151  HISTORY     - 20020308 GOOD             JCLS
 AE2151  HISTORY     - 20020315 GOOD             JCLS
 AE2151  HISTORY     - 20031106 GOOD             JCLS
 AE2151
 AE2151                          STATION DESCRIPTION
 AE2151
 AE2151'DESCRIBED BY IOWA DEPARTMENT OF TRANSPORTATION 1997 (DMO)
 AE2151'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY 163
 AE2151'(UNIVERSITY AVE.) AND STATE HWY 46 (EAST 30TH ST.) IN DES MOINES, GO
 AE2151'SOUTH ON STATE HWY 46 FOR 1.8 KM (1.10 MI) TO SCOTT AVE., TURN LEFT
 AE2151'AND GO EAST ON SCOTT AVENUE FOR 2.15 KM (1.35 MI) TO A FORK IN THE
 AE2151'ROAD.  CONTINUE ON THE SOUTH FORK (PARKRIDGE AVE.) IN THE TOWN OF
 AE2151'PLEASANT HILL FOR 1.85 KM (1.15 MI) TO ANOTHER FORK IN THE ROAD.
 AE2151'CONTINUE ON THE SOUTH FORK (S.E.  6TH AVE.) FOR 0.5 KM (0.30 MI) TO
 AE2151'S.E.  55TH ST.  TURN RIGHT AND GO SOUTH ON S.E.  55TH ST.  FOR 2.1 KM
 AE2151'(1.30 MI) TO THE STATION ON THE LEFT AT THE 90 DEGREE BEND IN THE ROAD
 AE2151'TO THE WEST.  THE STATION IS A CONCRETE MONUMENT WITH A BRASS DISK AND
 AE2151'IS LOCATED 37.5 FT (11.4 M) S.W.  OF X NAILS IN WEST FACE OF A POWER
 AE2151'POLE, 28.05 FT (8.55 M) N.E.  OF X NAILS IN NORTH FACE OF A 3 INCH
 AE2151'DIAM.  FENCE POST, 89.5 FT (27.3 M) S.E.  OF X NAILS IN THE EAST FACE
 AE2151'OF A POWER POLE, AND 8.05 FT (2.45 M) N.W.  OF X NAILS IN THE WEST
 AE2151'FACE OF A 12 IN.  DIAM.  FENCE CORNER POST.  IT IS SET 0.3 FT (9.1 CM)
 AE2151'BELOW THE GROUND SURFACE.  A PINK STATE HARN SURVEY SIGN WAS SET 1 M
 AE2151'(3.3 FT) SOUTH OF THE MONUMENT.
 AE2151
 AE2151                          STATION RECOVERY (2002)
 AE2151
 AE2151'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 AE2151'DESCRIPTION IS ADEQUATE
 AE2151
 AE2151                          STATION RECOVERY (2002)
 AE2151
 AE2151'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AE2151'RECOVERED IN GOOD CONDITION.
 AE2151
 AE2151                          STATION RECOVERY (2003)
 AE2151
 AE2151'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AE2151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2150 ***********************************************************************
 AE2150  CBN         -  This is a Cooperative Base Network Control Station.
 AE2150  DESIGNATION -  GPS 9
 AE2150  PID         -  AE2150
 AE2150  STATE/COUNTY-  IA/POLK
 AE2150  USGS QUAD   -  COMMERCE (1976)
 AE2150
 AE2150                         *CURRENT SURVEY CONTROL
 AE2150  ___________________________________________________________________
 AE2150* NAD 83(1996)-  41 31 09.30607(N)    093 46 41.06936(W)     ADJUSTED  
 AE2150* NAVD 88     -       286.2    (meters)     939.     (feet)  GPS OBS   
 AE2150  ___________________________________________________________________
 AE2150  X           -    -315,145.432 (meters)                     COMP
 AE2150  Y           -  -4,772,357.925 (meters)                     COMP
 AE2150  Z           -   4,205,942.510 (meters)                     COMP
 AE2150  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 AE2150  ELLIP HEIGHT-         255.10  (meters)          (06/15/04) GPS OBS
 AE2150  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 AE2150
 AE2150  HORZ ORDER  -  B
 AE2150  ELLP ORDER  -  FOURTH    CLASS I
 AE2150
 AE2150.The horizontal coordinates were established by GPS observations
 AE2150.and adjusted by the National Geodetic Survey in August 1997..
 AE2150
 AE2150.The orthometric height was determined by GPS observations and a
 AE2150.high-resolution geoid model.
 AE2150
 AE2150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2150
 AE2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2150
 AE2150.The ellipsoidal height was determined by GPS observations
 AE2150.and is referenced to NAD 83.
 AE2150
 AE2150.The geoid height was determined by GEOID03.
 AE2150
 AE2150;                    North         East     Units Scale Factor Converg.
 AE2150;SPC IA S     -   168,750.051   476,789.576   MT  0.99996377   -0 10 59.4
 AE2150;UTM  15      - 4,596,693.745   435,078.710   MT  0.99965187   -0 30 56.8
 AE2150
 AE2150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2150!SPC IA S     -   0.99995999  x   0.99996377  =   0.99992376
 AE2150!UTM  15      -   0.99995999  x   0.99965187  =   0.99961187
 AE2150
 AE2150                          SUPERSEDED SURVEY CONTROL
 AE2150
 AE2150  ELLIP H (08/25/97)  255.14   (m)                       GP(       ) 4 1
 AE2150
 AE2150.Superseded values are not recommended for survey control.
 AE2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2150.See file dsdata.txt to determine how the superseded data were derived.
 AE2150
 AE2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF3507996694(NAD 83)
 AE2150_MARKER: DH = HORIZONTAL CONTROL DISK
 AE2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2150_STAMPING: GPS 9
 AE2150_MARK LOGO: MJH   
 AE2150_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2150+STABILITY: SURFACE MOTION
 AE2150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2150+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1997
 AE2150
 AE2150  HISTORY     - Date     Condition        Report By
 AE2150  HISTORY     - 1987     MONUMENTED       MJH
 AE2150  HISTORY     - 19970127 GOOD             IADT
 AE2150
 AE2150                          STATION DESCRIPTION
 AE2150
 AE2150'DESCRIBED BY IOWA DEPARTMENT OF TRANSPORTATION 1997 (DMO)
 AE2150'TO REACH THE STATION FROM THE INTERSECTION OF THE SOUTH BOUND OFFRAMP
 AE2150'OF INTERSTATE 35 AND IOWA HWY 5 (ARMY POST ROAD) TO THE EAST, GO WEST
 AE2150'AND THEN SOUTH ON MAFFITT ROAD FOR 0.85 KM (0.50 MI) TO WHERE THE ROAD
 AE2150'TURNS WEST.  CONTINUE ON MAFFITT ROAD WEST FOR 0.15 KM (0.10 MI) TO
 AE2150'THE STATION ON THE LEFT, THE SOUTH SHOULDER OF MAFFITT ROAD.  THE
 AE2150'STATION IS LOCATED ON THE CREST OF A HILL, 19 FT (5.8 M) SOUTH OF THE
 AE2150'CENTERLINE OF THE AC-SURFACED MAFFITT ROAD, 32.05 FT (9.77 M) WEST OF
 AE2150'THE WEST FACE OF WOOD SIGN POST FOR 30 MPH CURVE, 29.5 FT (9.0 M)
 AE2150'NORTHWEST OF CROSSED NAILS IN THE WEST FACE OF A POWER POLE, AND 85.1
 AE2150'FT (25.9 M) SOUTHEAST OF A 12 INCH ELM TREE.  IT IS 0.4 FT (12.2 CM)
 AE2150'BELOW THE SURFACE OF THE SOUTH SHOULDER OF MAFFITT ROAD AND IS A BRASS
 AE2150'CAP ON A CONCRETE MONUMENT.  THE INSCRIPTION IS GPS 9, AND THE POINT
 AE2150'IS THE CENTER OF THE LETTER P IN GPS.  A PINK STATE HARN SURVEY SIGN
 AE2150'WAS SET 8.3 M (27.2 FT) SOUTH OF THE MONUMENT ON A RIDGELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2155 ***********************************************************************
 AE2155  CBN         -  This is a Cooperative Base Network Control Station.
 AE2155  DESIGNATION -  GPS CONTROL POINT 96 102
 AE2155  PID         -  AE2155
 AE2155  STATE/COUNTY-  IA/WASHINGTON
 AE2155  USGS QUAD   -  HOLBROOK (1973)
 AE2155
 AE2155                         *CURRENT SURVEY CONTROL
 AE2155  ___________________________________________________________________
 AE2155* NAD 83(1996)-  41 30 40.23828(N)    091 53 12.96028(W)     ADJUSTED  
 AE2155* NAVD 88     -       228.2    (meters)     749.     (feet)  GPS OBS   
 AE2155  ___________________________________________________________________
 AE2155  X           -    -157,500.968 (meters)                     COMP
 AE2155  Y           -  -4,780,708.168 (meters)                     COMP
 AE2155  Z           -   4,205,231.589 (meters)                     COMP
 AE2155  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AE2155  ELLIP HEIGHT-         195.64  (meters)          (06/15/04) GPS OBS
 AE2155  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 AE2155
 AE2155  HORZ ORDER  -  B
 AE2155  ELLP ORDER  -  FOURTH    CLASS I
 AE2155
 AE2155.The horizontal coordinates were established by GPS observations
 AE2155.and adjusted by the National Geodetic Survey in August 1997..
 AE2155
 AE2155.The orthometric height was determined by GPS observations and a
 AE2155.high-resolution geoid model.
 AE2155
 AE2155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2155
 AE2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2155
 AE2155.The ellipsoidal height was determined by GPS observations
 AE2155.and is referenced to NAD 83.
 AE2155
 AE2155.The geoid height was determined by GEOID03.
 AE2155
 AE2155;                    North         East     Units Scale Factor Converg.
 AE2155;SPC IA S     -   169,064.754   634,649.019   MT  0.99996300   +1 03 45.1
 AE2155;UTM  15      - 4,596,103.117   592,884.368   MT  0.99970617   +0 44 15.9
 AE2155
 AE2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2155!SPC IA S     -   0.99996931  x   0.99996300  =   0.99993232
 AE2155!UTM  15      -   0.99996931  x   0.99970617  =   0.99967549
 AE2155
 AE2155                          SUPERSEDED SURVEY CONTROL
 AE2155
 AE2155  ELLIP H (08/25/97)  195.67   (m)                       GP(       ) 4 1
 AE2155
 AE2155.Superseded values are not recommended for survey control.
 AE2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2155.See file dsdata.txt to determine how the superseded data were derived.
 AE2155
 AE2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF9288496103(NAD 83)
 AE2155_MARKER: A = ALUMINUM MARKER
 AE2155_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2155_STAMPING: GPS CONTROL POINT 96-102
 AE2155_MARK LOGO: IA-183
 AE2155_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2155+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 AE2155
 AE2155  HISTORY     - Date     Condition        Report By
 AE2155  HISTORY     - 1996     MONUMENTED       AEROS
 AE2155  HISTORY     - 20020308 GOOD             JCLS
 AE2155  HISTORY     - 20020315 GOOD             JCLS
 AE2155  HISTORY     - 20021010 GOOD             JCLS
 AE2155
 AE2155                          STATION DESCRIPTION
 AE2155
 AE2155'DESCRIBED BY AERO SERVICE CORPORATION 1996
 AE2155'TO REACH THE STATION FROM THE INTERSECTION OF IOWA HWY 22 AND COUNTY
 AE2155'ROAD W 21 (DOGWOOD AVE.) , GO NORTH ON COUNTY W 21 FOR 3.0 MI (4.8 KM)
 AE2155'TO AN INTERSECTION WITH IOWA-WASHINGTON ROAD TO THE WEST AND THE
 AE2155'STATION TO THE EAST.  LOCATED NEAR THE NORTHWEST CORNER OF SECTION 3,
 AE2155'T 77 N, R 9 W, ON THE EAST SIDE OF A T-INTERSECTION ROAD TO THE WEST.
 AE2155'THE MONUMENT IS A 5/8 INCH DIAMETER DRIVEN ALUMINUM ROD WITH A 2.5
 AE2155'INCH ALUMINUM SURVEY CAP AND PERMANENT MAGNET ENCASED IN A 5 INCH
 AE2155'DIAMETER PVC PIPE WITH ACCESS COVER AND BACKFILLED WITH SAND TO
 AE2155'FACILITATE DRAINAGE AND TO MINIMIZE FROST MOVEMENT.  IT IS SOUTH OF A
 AE2155'PRIVATE RESIDENCE ENTRANCE AND EAST OF THE COUNTY ROAD, AND IS 0.3 M
 AE2155'(1.0 FT) WEST OF A PINK STATE HARN SURVEY SIGN.
 AE2155
 AE2155                          STATION RECOVERY (2002)
 AE2155
 AE2155'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 AE2155'DESCRIPTION IS ADEQUATE
 AE2155
 AE2155                          STATION RECOVERY (2002)
 AE2155
 AE2155'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AE2155'RECOVERED IN GOOD CONDITION.
 AE2155
 AE2155                          STATION RECOVERY (2002)
 AE2155
 AE2155'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AE2155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2156 ***********************************************************************
 AE2156  CBN         -  This is a Cooperative Base Network Control Station.
 AE2156  DESIGNATION -  GPS CONTROL PT 96 150
 AE2156  PID         -  AE2156
 AE2156  STATE/COUNTY-  IA/WASHINGTON
 AE2156  USGS QUAD   -  RICHLAND (1980)
 AE2156
 AE2156                         *CURRENT SURVEY CONTROL
 AE2156  ___________________________________________________________________
 AE2156* NAD 83(1996)-  41 13 19.01718(N)    091 56 39.19978(W)     ADJUSTED  
 AE2156* NAVD 88     -       195.1    (meters)     640.     (feet)  GPS OBS   
 AE2156  ___________________________________________________________________
 AE2156  X           -    -163,000.393 (meters)                     COMP
 AE2156  Y           -  -4,801,740.205 (meters)                     COMP
 AE2156  Z           -   4,181,101.467 (meters)                     COMP
 AE2156  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AE2156  ELLIP HEIGHT-         162.29  (meters)          (06/15/04) GPS OBS
 AE2156  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AE2156
 AE2156  HORZ ORDER  -  B
 AE2156  ELLP ORDER  -  FOURTH    CLASS I
 AE2156
 AE2156.The horizontal coordinates were established by GPS observations
 AE2156.and adjusted by the National Geodetic Survey in August 1997..
 AE2156
 AE2156.The orthometric height was determined by GPS observations and a
 AE2156.high-resolution geoid model.
 AE2156
 AE2156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2156
 AE2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2156
 AE2156.The ellipsoidal height was determined by GPS observations
 AE2156.and is referenced to NAD 83.
 AE2156
 AE2156.The geoid height was determined by GEOID03.
 AE2156
 AE2156;                    North         East     Units Scale Factor Converg.
 AE2156;SPC IA S     -   136,862.314   630,441.897   MT  0.99994844   +1 01 29.3
 AE2156;UTM  15      - 4,563,933.328   588,494.677   MT  0.99969638   +0 41 44.8
 AE2156
 AE2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2156!SPC IA S     -   0.99997454  x   0.99994844  =   0.99992299
 AE2156!UTM  15      -   0.99997454  x   0.99969638  =   0.99967093
 AE2156
 AE2156                          SUPERSEDED SURVEY CONTROL
 AE2156
 AE2156  ELLIP H (08/25/97)  162.32   (m)                       GP(       ) 4 1
 AE2156
 AE2156.Superseded values are not recommended for survey control.
 AE2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2156.See file dsdata.txt to determine how the superseded data were derived.
 AE2156
 AE2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8849563933(NAD 83)
 AE2156_MARKER: A = ALUMINUM MARKER
 AE2156_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2156_STAMPING: GPS CONTROL PT 96-150
 AE2156_MARK LOGO: IA-183
 AE2156_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2156+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE2156
 AE2156  HISTORY     - Date     Condition        Report By
 AE2156  HISTORY     - 1996     MONUMENTED       AEROS
 AE2156
 AE2156                          STATION DESCRIPTION
 AE2156
 AE2156'DESCRIBED BY AERO SERVICE CORPORATION 1996
 AE2156'TO REACH THE STATION FROM THE INTERSECTION OF IOWA HWY 1 AND COUNTY
 AE2156'ROAD G 67, GO NORTHEASTERLY ON COUNTY G 67 FOR 3.6 MI (5.8 KM) TO A
 AE2156'T-INTERSECTION OF MAIN STREET AND FIRST STREEET IN RUBIO.  TURN RIGHT
 AE2156'AND CONTINUE ON COUNTY G 67 FOR 0.4 MI (0.6 KM) TO THE STATION TO THE
 AE2156'SOUTH.  LOCATED NEAR THE WASHINGTON-KEOKUK COUNTY LINE, AT THE
 AE2156'NORTHWEST CORNER OF SECTION 18, T 74 N, R 9 W, ON THE SOUTH SIDE OF
 AE2156'THE ROAD.  THE MONUMENT IS A 5/8 INCH DIAMETER DRIVEN ALUMINUM ROD
 AE2156'WITH A 2.5 INCH ALUMINUM SURVEY CAP AND PERMANENT MAGNET ENCASED IN A
 AE2156'5 INCH DIAMETER PVC PIPE WITH ACCESS COVER AND BACKFILLED WITH SAND TO
 AE2156'FACILITATE DRAINAGE AND TO MINIMIZE FROST MOVEMENT.  IT IS 29.5 FT
 AE2156'(9.0 M) SOUTH OF THE CENTERLINE OF THE ROAD, 48 FT (14.6 M) WEST OF A
 AE2156'FIELD ENTRANCE TO THE SOUTH, 37.8 FT (11.5 M) EAST-NORTHEAST OF THE
 AE2156'SOUTHEAST END OF A WINGWALL OF A BRIDGE, AND IS 0.5 M (1.6 FT) NORTH
 AE2156'OF A PINK STATE HARN SURVEY SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1042 ***********************************************************************
 OP1042  DESIGNATION -  GRAETTINGER DANISH LUTH CH
 OP1042  PID         -  OP1042
 OP1042  STATE/COUNTY-  IA/PALO ALTO
 OP1042  USGS QUAD   -  GRAETTINGER WEST (1972)
 OP1042
 OP1042                         *CURRENT SURVEY CONTROL
 OP1042  ___________________________________________________________________
 OP1042* NAD 83(1996)-  43 14 18.87154(N)    094 45 23.76033(W)     ADJUSTED  
 OP1042* NAVD 88     -                                                        
 OP1042  ___________________________________________________________________
 OP1042  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 OP1042  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 OP1042
 OP1042  HORZ ORDER  -  THIRD
 OP1042
 OP1042.The horizontal coordinates were established by classical geodetic methods
 OP1042.and adjusted by the National Geodetic Survey in May 1999..
 OP1042
 OP1042
 OP1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1042
 OP1042.The geoid height was determined by GEOID03.
 OP1042
 OP1042;                    North         East     Units Scale Factor Converg.
 OP1042;SPC IA N     - 1,193,879.726 1,397,937.207   MT  0.99999499   -0 51 06.0
 OP1042;UTM  15      - 4,788,806.696   357,376.208   MT  0.99985023   -1 12 12.7
 OP1042
 OP1042                          SUPERSEDED SURVEY CONTROL
 OP1042
 OP1042  NAD 83(1996)-  43 14 18.87153(N)    094 45 23.76034(W) AD(       ) 4
 OP1042  NAD 83(1986)-  43 14 18.86554(N)    094 45 23.75015(W) AD(       ) 4
 OP1042  NAD 27      -  43 14 19.01000(N)    094 45 22.81000(W) AD(       ) 3
 OP1042
 OP1042.Superseded values are not recommended for survey control.
 OP1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1042.See file dsdata.txt to determine how the superseded data were derived.
 OP1042
 OP1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH5737688807(NAD 83)
 OP1042_MARKER: 90 = CHURCH SPIRE
 OP1042
 OP1042  HISTORY     - Date     Condition        Report By
 OP1042  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP1042
 OP1042                          STATION DESCRIPTION
 OP1042
 OP1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1042'THIS STATION IS THE CENTER OF THE SPIRE OF THE DANISH LUTHERAN
 OP1042'CHURCH OF GRAETTINGER.  IT IS AT THE W EDGE OF THE VILLAGE,
 OP1042'1 BLOCK E OF STATE HIGHWAY 17, AND 1 BLOCK N OF COUNTY ROUTE
 OP1042'J.  THE SPIRE IS AT THE W END OF THE BUILDING AND RISES TO
 OP1042'ABOUT 75 FEET.  IT IS VERY SLENDER, SURMOUNTS A SQUARE FRAME
 OP1042'BELFRY, WHICH HAS OPEN VELTILATORS IN EACH OF ITS SIDES.
 OP1042'THE VENTILATORS ARE SQUARED AT THE BOTTOM AND ARCHED AT THE TOP
 OP1042'AND HAVE A VERTICAL PARTITION IN THE MIDDLE, WHICH FORMS TWO
 OP1042'OPENINGS.  THE BELFRY IS PAINTED WHITE AND ENCLOSES A LARGE
 OP1042'BELL.  THE SPIRE IS GREY IN COLOR AND HAS AT ITS APEX A
 OP1042'SMALL BALL ABOVE WHICH IS A CROSS.  THE CHURCH WAS ERECTED
 OP1042'ABOUT 1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1043 ***********************************************************************
 OP1043  DESIGNATION -  GRAETTINGER MUNICIPAL TANK
 OP1043  PID         -  OP1043
 OP1043  STATE/COUNTY-  IA/PALO ALTO
 OP1043  USGS QUAD   -  GRAETTINGER WEST (1972)
 OP1043
 OP1043                         *CURRENT SURVEY CONTROL
 OP1043  ___________________________________________________________________
 OP1043* NAD 83(1996)-  43 14 15.20054(N)    094 45 13.89132(W)     ADJUSTED  
 OP1043* NAVD 88     -                                                        
 OP1043  ___________________________________________________________________
 OP1043  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 OP1043  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 OP1043
 OP1043  HORZ ORDER  -  THIRD
 OP1043
 OP1043.The horizontal coordinates were established by classical geodetic methods
 OP1043.and adjusted by the National Geodetic Survey in May 1999..
 OP1043
 OP1043
 OP1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1043
 OP1043.The geoid height was determined by GEOID03.
 OP1043
 OP1043;                    North         East     Units Scale Factor Converg.
 OP1043;SPC IA N     - 1,193,763.144 1,398,158.170   MT  0.99999481   -0 50 59.3
 OP1043;UTM  15      - 4,788,688.777   357,596.419   MT  0.99984946   -1 12 05.9
 OP1043
 OP1043                          SUPERSEDED SURVEY CONTROL
 OP1043
 OP1043  NAD 83(1996)-  43 14 15.20054(N)    094 45 13.89132(W) AD(       ) 4
 OP1043  NAD 83(1986)-  43 14 15.19479(N)    094 45 13.88127(W) AD(       ) 4
 OP1043  NAD 27      -  43 14 15.33500(N)    094 45 12.94000(W) AD(       ) 3
 OP1043
 OP1043.Superseded values are not recommended for survey control.
 OP1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1043.See file dsdata.txt to determine how the superseded data were derived.
 OP1043
 OP1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH5759688689(NAD 83)
 OP1043_MARKER: 53 = ELEVATED TANK
 OP1043
 OP1043  HISTORY     - Date     Condition        Report By
 OP1043  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP1043  HISTORY     - 1971     GOOD             NGS
 OP1043
 OP1043                          STATION DESCRIPTION
 OP1043
 OP1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1043'THIS STATION IS THE CENTER OF THE WATER TANK (MUNICIPAL)
 OP1043'OF GRAETTINGER.  IT IS ON THE W SIDE OF THE VILLAGE, ABOUT
 OP1043'75 FEET S OF COUNTY ROUTE J AND ABOUT 1-1/2 BLOCKS W OF THE
 OP1043'BUSINESS DISTRICT.  IT IS ABOUT 75 FEET HIGH, IS BUILT OF WOOD,
 OP1043'HAS A CONICAL TOP, VERTICAL SIDES, FLAT BOTTOM AND IS SUPPORTED
 OP1043'BY FOUR STEEL LEGS.  THE TANK IS PAINTED RED AND HAS AT ITS
 OP1043'APEX, A LIGHT.  IT WAS ERECTED PRIOR TO 1910.
 OP1043
 OP1043                          STATION RECOVERY (1971)
 OP1043
 OP1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1043'THE GRAETTINGER MUNICIPAL WATER TANK WAS RECOVERED AS PREVIOUSLY
 OP1043'DESCRIBED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1128 ***********************************************************************
 OO1128  DESIGNATION -  GRAFTON MUN TANK
 OO1128  PID         -  OO1128
 OO1128  STATE/COUNTY-  IA/WORTH
 OO1128  USGS QUAD   -  GRAFTON (1972)
 OO1128
 OO1128                         *CURRENT SURVEY CONTROL
 OO1128  ___________________________________________________________________
 OO1128* NAD 83(1996)-  43 19 44.20094(N)    093 04 16.49496(W)     ADJUSTED  
 OO1128* NAVD 88     -       407.     (meters)    1335.     (feet)  VERTCON   
 OO1128  ___________________________________________________________________
 OO1128  LAPLACE CORR-          -8.72  (seconds)                    DEFLEC99
 OO1128  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 OO1128
 OO1128  HORZ ORDER  -  THIRD
 OO1128
 OO1128.The horizontal coordinates were established by classical geodetic methods
 OO1128.and adjusted by the National Geodetic Survey in May 1999..
 OO1128
 OO1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1128
 OO1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1128
 OO1128.The geoid height was determined by GEOID03.
 OO1128
 OO1128;                    North         East     Units Scale Factor Converg.
 OO1128;SPC IA N     - 1,203,249.256 1,534,773.995   MT  1.00001197   +0 17 26.1
 OO1128;UTM  15      - 4,797,347.064   494,223.719   MT  0.99960041   -0 02 56.0
 OO1128
 OO1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1128!SPC IA N     -   0.99994070  x   1.00001197  =   0.99995267
 OO1128!UTM  15      -   0.99994070  x   0.99960041  =   0.99954114
 OO1128
 OO1128                          SUPERSEDED SURVEY CONTROL
 OO1128
 OO1128  NAD 83(1996)-  43 19 44.20095(N)    093 04 16.49495(W) AD(       ) 4
 OO1128  NAD 83(1986)-  43 19 44.19273(N)    093 04 16.49093(W) AD(       ) 4
 OO1128  NAD 27      -  43 19 44.32630(N)    093 04 15.77294(W) AD(       ) 3
 OO1128  NGVD 29 (07/19/86)  407.     (m)         1335.     (f) VERT ANG       
 OO1128
 OO1128.Superseded values are not recommended for survey control.
 OO1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1128.See file dsdata.txt to determine how the superseded data were derived.
 OO1128
 OO1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH9422497347(NAD 83)
 OO1128_MARKER: 53 = ELEVATED TANK
 OO1128
 OO1128  HISTORY     - Date     Condition        Report By
 OO1128  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1128
 OO1128                          STATION DESCRIPTION
 OO1128
 OO1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1128'THE GRAFTON MUNICIPAL WATER TANK IS LOCATED IN THE SMALL
 OO1128'COMMUNITY OF GRAFTON, 400 FEET SOUTHWEST OF THE GRAIN ELEVATOR,
 OO1128'BEHIND A SMALL BUILDING HOUSING THE FIRE ENGINE, IN THE
 OO1128'SOUTHEAST CORNER OF SECTION 3, T 99 N, R 19 W.
 OO1128'
 OO1128'THE TANK IS SILVER, WITH A CONICAL ROOF PAINTED GREEN,
 OO1128'HEMISPHERICAL BOTTOM, FOUR CHANNEL-LACED STEEL LEGS, 120
 OO1128'FEET HIGH, WITH A BALL AT THE APEX.  THERE IS A SIREN MOUNTED
 OO1128'ATOP THE BALL.
 OO1128'
 OO1128'THE POINT INTERSECTED WAS THE BALL.
 OO1128'
 OO1128'THE WORD GRAFTON IS PAINTED ON THE SIDE OF THE TANK IN BLACK
 OO1128'LETTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0615 ***********************************************************************
 NK0615  DESIGNATION -  GRAND
 NK0615  PID         -  NK0615
 NK0615  STATE/COUNTY-  IA/MARSHALL
 NK0615  USGS QUAD   -  LE GRAND (1978)
 NK0615
 NK0615                         *CURRENT SURVEY CONTROL
 NK0615  ___________________________________________________________________
 NK0615* NAD 83(1996)-  42 01 16.97697(N)    092 46 36.68277(W)     ADJUSTED  
 NK0615* NAVD 88     -       291.6    (meters)     957.     (feet)  VERTCON   
 NK0615  ___________________________________________________________________
 NK0615  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 NK0615  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 NK0615
 NK0615  HORZ ORDER  -  SECOND
 NK0615
 NK0615.The horizontal coordinates were established by classical geodetic methods
 NK0615.and adjusted by the National Geodetic Survey in May 1999..
 NK0615
 NK0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0615
 NK0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0615
 NK0615.The geoid height was determined by GEOID03.
 NK0615
 NK0615;                    North         East     Units Scale Factor Converg.
 NK0615;SPC IA N     - 1,058,169.633 1,559,892.723   MT  1.00000853   +0 29 24.4
 NK0615;UTM  15      - 4,652,174.384   518,474.045   MT  0.99960420   +0 08 57.7
 NK0615
 NK0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0615!SPC IA N     -   0.99995924  x   1.00000853  =   0.99996777
 NK0615!UTM  15      -   0.99995924  x   0.99960420  =   0.99956346
 NK0615
 NK0615|---------------------------------------------------------------------|
 NK0615| PID    Reference Object                     Distance      Geod. Az  |
 NK0615|                                                           dddmmss.s |
 NK0615| CI6434 GRAND RM 2                           17.367 METERS 00139     |
 NK0615| NK0606 REBAR 1021                          APPROX. 3.1 KM 0630338.4 |
 NK0615| CI6433 GRAND RM 1                           11.960 METERS 17941     |
 NK0615|---------------------------------------------------------------------|
 NK0615
 NK0615                          SUPERSEDED SURVEY CONTROL
 NK0615
 NK0615  NAD 83(1986)-  42 01 16.98333(N)    092 46 36.68303(W) AD(       ) 2
 NK0615  NAD 27      -  42 01 17.02305(N)    092 46 35.96492(W) AD(       ) 2
 NK0615  NGVD 29 (07/19/86)  291.6    (m)          957.     (f) VERT ANG       
 NK0615
 NK0615.Superseded values are not recommended for survey control.
 NK0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0615.See file dsdata.txt to determine how the superseded data were derived.
 NK0615
 NK0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1847452174(NAD 83)
 NK0615_MARKER: DD = SURVEY DISK
 NK0615_SETTING: 0 = UNSPECIFIED SETTING
 NK0615
 NK0615  HISTORY     - Date     Condition        Report By
 NK0615  HISTORY     - 1970     MONUMENTED       USGS
 NK0615
 NK0615                          STATION DESCRIPTION
 NK0615
 NK0615'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0615'THE STATION IS ABOUT 1.0 MI N. OF THE SMALL TOWN OF LE GRAND,
 NK0615'ABOUT 400 FT N. AND ABOUT 300 FT W. OF THE QUARTER COR. BETWEEN
 NK0615'SECS. 1 AND 12, T. 83 N., R. 17 W., NEAR THE NW. COR. OF A
 NK0615'CEMETERY.
 NK0615'
 NK0615'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 30 AND
 NK0615'ST. HWY. 146 AT THE W. EDGE OF LE GRAND, GO E. ON U.S. HWY. 30
 NK0615'FOR 0.5 MI TO A CROSS-STREET, TURN LEFT AND GO N. ON PAVED
 NK0615'RD. THEN GRAVEL RD. FOR 1.1 MI TO A CEMETERY ON THE LEFT AND
 NK0615'THE STATION IN THE CEMETERY NEAR THE NW. COR.
 NK0615'
 NK0615'STATION MARK, STAMPED ET GRAND 1970 IS 63 FT S. AND 2 FT E. OF
 NK0615'THE NW. CEMETERY FENCE COR.
 NK0615'
 NK0615'REFERENCE MARK NO. 1, STAMPED GRAND NO 1 1970 IS S. OF THE
 NK0615'STATION, 102 FT S. AND 2 FT E. OF THE NW. CEMETERY FENCE
 NK0615'CORNER.
 NK0615'
 NK0615'REFERENCE MARK NO. 2, STAMPED GRAND NO 2 1970 IS N. OF THE
 NK0615'STATION, 6 FT S. AND 4 FT E. OF THE NW. CEMETERY FENCE CORNER.
 NK0615'
 NK0615'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 NK0615'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NK0615'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH
 NK0615'WITH THE GROUND.
 NK0615'
 NK0615'NO AZIMUTH MARK WAS SET.
 NK0615'
 NK0615'NO REFERENCE AZIMUTH USED.
 NK0615'
 NK0615'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0636 ***********************************************************************
 OQ0636  DESIGNATION -  GRANITE
 OQ0636  PID         -  OQ0636
 OQ0636  STATE/COUNTY-  IA/LYON
 OQ0636  USGS QUAD   -  KLONDIKE (1962)
 OQ0636
 OQ0636                         *CURRENT SURVEY CONTROL
 OQ0636  ___________________________________________________________________
 OQ0636* NAD 83(1996)-  43 29 27.32950(N)    096 33 47.38560(W)     ADJUSTED  
 OQ0636* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 OQ0636  ___________________________________________________________________
 OQ0636  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 OQ0636  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OQ0636
 OQ0636  HORZ ORDER  -  THIRD
 OQ0636
 OQ0636.The horizontal coordinates were established by classical geodetic methods
 OQ0636.and adjusted by the National Geodetic Survey in May 1999..
 OQ0636
 OQ0636.The orthometric height was scaled from a topographic map.
 OQ0636
 OQ0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0636
 OQ0636.The geoid height was determined by GEOID03.
 OQ0636
 OQ0636;                    North         East     Units Scale Factor Converg.
 OQ0636;SPC IA N     - 1,225,646.370 1,252,266.627   MT  1.00004869   -2 04 33.8
 OQ0636;SPC MN S     -   157,799.979   592,687.057   MT  1.00007616   -1 47 47.7
 OQ0636;SPC SD S     -   135,517.805   904,832.183   MT  0.99990933   +2 36 03.1
 OQ0636;SPC SD S     -   444,611.33  2,968,603.59   sFT  0.99990933   +2 36 03.1
 OQ0636;UTM  14      - 4,818,218.191   697,037.203   MT  1.00007758   +1 40 39.6
 OQ0636
 OQ0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0636!SPC IA N     -   0.99993511  x   1.00004869  =   0.99998379
 OQ0636!SPC MN S     -   0.99993511  x   1.00007616  =   1.00001126
 OQ0636!SPC SD S     -   0.99993511  x   0.99990933  =   0.99984444
 OQ0636!UTM  14      -   0.99993511  x   1.00007758  =   1.00001268
 OQ0636
 OQ0636:                Primary Azimuth Mark                     Grid Az
 OQ0636:SPC IA N     -  GRANITE AZ MK                            035 32 36.9
 OQ0636:SPC MN S     -  GRANITE AZ MK                            035 15 50.8
 OQ0636:SPC SD S     -  GRANITE AZ MK                            030 52 00.0
 OQ0636:UTM  14      -  GRANITE AZ MK                            031 47 23.5
 OQ0636
 OQ0636|---------------------------------------------------------------------|
 OQ0636| PID    Reference Object                     Distance      Geod. Az  |
 OQ0636|                                                           dddmmss.s |
 OQ0636| CO3173 GRANITE AZ MK                                      0332803.1 |
 OQ0636| CO3174 GRANITE RM 1                         14.740 METERS 09023     |
 OQ0636| OQ0704 SPRINGDALE LUTH CH STEEPLE          APPROX. 3.8 KM 2553947.6 |
 OQ0636| OQ0722 SIOUX FALLS KELO MAST SE OF 4       APPROX. 6.0 KM 2662439.7 |
 OQ0636| OQ0721 SIOUX FALLS KELO MAST 2ND OF 4      APPROX. 6.0 KM 2665239.4 |
 OQ0636| OQ0719 SIOUX FALLS KELO MAST 3RD OF 4      APPROX. 6.0 KM 2672024.9 |
 OQ0636| OQ0717 SIOUX FALLS KELO MAST NW OF 4       APPROX. 6.1 KM 2674757.0 |
 OQ0636| OQ0833 SIOUX FALLS VA HOSPITAL TANK        APPROX.16.3 KM 2854151.2 |
 OQ0636| CO3175 GRANITE RM 2                                       31514     |
 OQ0636|---------------------------------------------------------------------|
 OQ0636
 OQ0636                          SUPERSEDED SURVEY CONTROL
 OQ0636
 OQ0636  NAD 83(1996)-  43 29 27.32950(N)    096 33 47.38560(W) AD(       ) 3
 OQ0636  NAD 83(1996)-  43 29 27.32949(N)    096 33 47.38559(W) AD(       ) 3
 OQ0636  NAD 83(1996)-  43 29 27.32976(N)    096 33 47.38005(W) AD(       ) 3
 OQ0636  NAD 83(1986)-  43 29 27.33210(N)    096 33 47.36833(W) AD(       ) 3
 OQ0636  NAD 27      -  43 29 27.42000(N)    096 33 46.19600(W) AD(       ) 3
 OQ0636
 OQ0636.Superseded values are not recommended for survey control.
 OQ0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0636.See file dsdata.txt to determine how the superseded data were derived.
 OQ0636
 OQ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9703718218(NAD 83)
 OQ0636_MARKER: DS = TRIANGULATION STATION DISK
 OQ0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0636
 OQ0636  HISTORY     - Date     Condition        Report By
 OQ0636  HISTORY     - 1949     MONUMENTED       CGS
 OQ0636
 OQ0636                          STATION DESCRIPTION
 OQ0636
 OQ0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0636'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF ROWENA, SOUTH
 OQ0636'DAKOTA, 0.6 MILE SOUTH OF THE IOWA-SOUTH DAKOTA STATE LINE AND ON
 OQ0636'THE SOUTH RIGHT-OF-WAY OF A GRAVELED ROAD.  IT IS 34 FEET SOUTH
 OQ0636'OF THE CENTERLINE OF THE ROAD, 28 FEET EAST OF A POST WITH A
 OQ0636'TRIANGLE BLAZE AND 7 FEET EAST OF A WITNESS POST.  THE MARK IS
 OQ0636'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 OQ0636'GRANITE 1949.
 OQ0636'
 OQ0636'REFERENCE MARK NO. 1 IS 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 OQ0636'AND 1 FOOT SOUTH OF THE FENCE.  THE MARK IS FLUSH WITH THE
 OQ0636'SURFACE OF THE GROUND AND THE DISK IS STAMPED GRANITE NO 1 1949.
 OQ0636'
 OQ0636'REFERENCE MARK NO. 2 IS 33 FEET NORTH OF THE CENTERLINE OF THE
 OQ0636'ROAD, 5 FEET WEST OF A T-FENCE CORNER AND 1 FOOT SOUTH OF THE
 OQ0636'FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 OQ0636'THE DISK IS STAMPED GRANITE NO 2 1949.
 OQ0636'
 OQ0636'AZIMUTH MARK IS ABOUT 1.0 MILE NORTHEAST OF THE STATION, 34 FEET
 OQ0636'EAST OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A WITNESS
 OQ0636'POST AND 1 FOOT EAST OF THE FENCE.  THE MARK IS FLUSH WITH THE
 OQ0636'SURFACE OF THE GROUND AND THE DISK IS STAMPED GRANITE 1949.
 OQ0636'
 OQ0636'TO REACH FROM THE POST OFFICE, IN ROWENA SOUTH DAKOTA, GO EAST ON
 OQ0636'HIGHWAY 38 FOR 0.25 MILE TO CROSSROADS, TURN RIGHT (SOUTH) 1.1
 OQ0636'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH FOR 0.25 MILE
 OQ0636'TO A T INTERSECTION, TURN LEFT (EAST) FOR 0.25 MILE TO A T-ROAD
 OQ0636'RIGHT, TURN RIGHT (SOUTH) FOR 0.65 MILE TO CROSSROADS, TURN RIGHT
 OQ0636'(WEST) FOR 0.9 MILE TO THE STATION ON THE LEFT.
 OQ0636'
 OQ0636'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0341 ***********************************************************************
 NM0341  DESIGNATION -  GRANT
 NM0341  PID         -  NM0341
 NM0341  STATE/COUNTY-  IA/MONONA
 NM0341  USGS QUAD   -  HORNICK (1969)
 NM0341
 NM0341                         *CURRENT SURVEY CONTROL
 NM0341  ___________________________________________________________________
 NM0341* NAD 83(1996)-  42 10 34.55585(N)    096 00 32.28236(W)     ADJUSTED  
 NM0341* NAVD 88     -       421.214  (meters)    1381.93   (feet)  ADJUSTED  
 NM0341  ___________________________________________________________________
 NM0341  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 NM0341  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 NM0341  DYNAMIC HT  -         421.068 (meters)    1381.45  (feet)  COMP
 NM0341  MODELED GRAV-     980,260.4   (mgal)                       NAVD 88
 NM0341
 NM0341  HORZ ORDER  -  SECOND
 NM0341  VERT ORDER  -  SECOND    CLASS 0
 NM0341
 NM0341.The horizontal coordinates were established by classical geodetic methods
 NM0341.and adjusted by the National Geodetic Survey in May 1999..
 NM0341
 NM0341.The orthometric height was determined by differential leveling
 NM0341.and adjusted by the National Geodetic Survey in June 1991..
 NM0341
 NM0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0341
 NM0341.The geoid height was determined by GEOID03.
 NM0341
 NM0341.The dynamic height is computed by dividing the NAVD 88
 NM0341.geopotential number by the normal gravity value computed on the
 NM0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0341.degrees latitude (g = 980.6199 gals.).
 NM0341
 NM0341.The modeled gravity was interpolated from observed gravity values.
 NM0341
 NM0341;                    North         East     Units Scale Factor Converg.
 NM0341;SPC IA N     - 1,078,192.840 1,292,738.981   MT  0.99998191   -1 42 01.6
 NM0341;UTM  14      - 4,673,678.486   747,036.644   MT  1.00035097   +2 00 33.2
 NM0341;UTM  15      - 4,673,730.613   251,481.955   MT  1.00036000   -2 01 16.7
 NM0341
 NM0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0341!SPC IA N     -   0.99993820  x   0.99998191  =   0.99992011
 NM0341!UTM  14      -   0.99993820  x   1.00035097  =   1.00028915
 NM0341!UTM  15      -   0.99993820  x   1.00036000  =   1.00029818
 NM0341
 NM0341                          SUPERSEDED SURVEY CONTROL
 NM0341
 NM0341  NAD 83(1996)-  42 10 34.55651(N)    096 00 32.28308(W) AD(       ) 2
 NM0341  NAD 83(1996)-  42 10 34.55629(N)    096 00 32.28300(W) AD(       ) 2
 NM0341  NAD 83(1986)-  42 10 34.55723(N)    096 00 32.28123(W) AD(       ) 2
 NM0341  NAD 27      -  42 10 34.59000(N)    096 00 31.23400(W) AD(       ) 2
 NM0341  NGVD 29 (??/??/92)  421.072  (m)         1381.47   (f) ADJ UNCH    2 0
 NM0341
 NM0341.Superseded values are not recommended for survey control.
 NM0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0341.See file dsdata.txt to determine how the superseded data were derived.
 NM0341
 NM0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM4703773678(NAD 83)
 NM0341_MARKER: P = PIPE CAP
 NM0341_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0341_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0341
 NM0341  HISTORY     - Date     Condition        Report By
 NM0341  HISTORY     - 1934     MONUMENTED       MORC
 NM0341  HISTORY     - 1949     GOOD             NGS
 NM0341  HISTORY     - 1950     GOOD             CGS
 NM0341
 NM0341                          STATION DESCRIPTION
 NM0341
 NM0341'DESCRIBED BY MISSOURI RIVER COMMISSION 1934 (CIA)
 NM0341'STATION IS LOCATED 10 MILES NORTHEAST OF WHITING, ON BLUFFS
 NM0341'OVERLOOKING THE MISSOURI RIVER, IN THE NORTHEAST QUARTER
 NM0341'OF SEC. 15, T. 85 N., R. 44 W.
 NM0341'
 NM0341'MARK IS A 4-INCH IRON PIPE, PROJECTING APPROXIMATELY 18 INCHES
 NM0341'WITH CAP ON TOP AND A RAISED TRIANGLE IN CENTER.  IT WAS
 NM0341'FOUND TO BE INTACT AND IN GOOD CONDITION.
 NM0341'
 NM0341'REACHED FROM WHITING RAILROAD DEPOT BY GOING EAST ON DIRT
 NM0341'ROAD 0.75 MILE, TURN LEFT (NORTH) ON COUNTY ROUTE E AND GO
 NM0341'1.95 MILES, TURN RIGHT (EAST) AND GO 6.4 MILES TO RAILROAD
 NM0341'CROSSING, CONTINUE EAST 0.15 MILE, TURN LEFT (NORTH) THROUGH
 NM0341'CUT AND GO 0.95 MILE, TURN RIGHT (SOUTHEAST) AND GO 0.1 MILE,
 NM0341'TURN LEFT (NORTH) INTO HOUSE.  FROM HOUSE GO NORTH ALONG WEST
 NM0341'SIDE OF FIELD (DIM ROAD THAT RUNS ALONG EAST SIDE OF FENCE)
 NM0341'0.65 MILE TO GATE AT NORTH END OF FIELD.  FROM GATE CONTINUE
 NM0341'NORTH ABOUT 300 YARDS TO TOP OF KNOB AND STATION.
 NM0341'
 NM0341'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 NM0341'ANT, ALSO THE DIRECTION WAS MEASURED FROM THAT STATION.
 NM0341'DISTANCE MEASURED WAS 2.580 METERS (8.46 FEET).
 NM0341
 NM0341                          STATION RECOVERY (1949)
 NM0341
 NM0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0341'5.2 MI SW FROM RODNEY.
 NM0341'3.65 MILES SOUTHWEST ALONG COUNTY ROAD A FROM THE ELEMENTARY
 NM0341'SCHOOL AT RODNEY, THENCE 0.7 MILE WEST ALONG A GRADED DIRT ROAD,
 NM0341'TO THE FARM HOME OF HERBERT MILLER AND OCCUPIED BY ROY MOORE,
 NM0341'THENCE ABOUT 300 FEET EAST OF THE HOUSE AND THROUGH THE BARN
 NM0341'LOT, THENCE 0.65 MILE NORTH THROUGH A CULTIVATED FIELD TO AN
 NM0341'EAST-WEST FENCE LINE BETWEEN THE CULTIVATED FIELD AND A PASTURE,
 NM0341'THENCE 0.15 MILE NORTH TO THE HIGHEST POINT OF THE BLUFF AND
 NM0341'THE VICINITY OF THE MARK, 8.5 FEET SOUTHWEST OF TRIANGULATION
 NM0341'STATION ANT 1934, 2.0 FEET SOUTH OF A REFERENCE POST, AN (MORC)
 NM0341'CAP WITH A RAISED TRIANGLE IN THE CENTER OF THE TOP OF A
 NM0341'4-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
 NM0341
 NM0341                          STATION RECOVERY (1950)
 NM0341
 NM0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM0341'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF WHITING ON HIGH
 NM0341'BLUFF OVERLOOKING THE MISSOURI RIVER.  THE MARK PROJECTS
 NM0341'ABOUT 12 INCHES.
 NM0341'
 NM0341'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 NM0341'ANT 1934 TO STATION AND THE DISTANCE IS 2.547 METERS (8.36
 NM0341'FEET) SOUTHWEST.
 NM0341'
 NM0341'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 141 AND
 NM0341'31 IN THE NORTH EDGE OF SMITHLAND GO SOUTH AND SOUTHWEST
 NM0341'FOR 2.15 MILES TO INTERSECTION IN THE WEST EDGE OF THE SMALL
 NM0341'VILLAGE OF RODNEY.  CONTINUE SOUTHWEST ON GRAVEL ROAD FOR
 NM0341'3.9 MILES TO A T ROAD RIGHT.  TURN RIGHT AND GO WEST FOR
 NM0341'0.7 MILE TO DRIVEWAY ON RIGHT.  TURN RIGHT ON DRIVEWAY TO
 NM0341'THE NORTHWEST CORNER OF GARDEN.  TURN RIGHT AND GO ALONG
 NM0341'NORTH SIDE OF GARDEN FENCE TO A BOARD GATE.  PASS THROUGH GATE
 NM0341'AND GO EAST TO ANOTHER BOARD GATE.  PASS THROUGH GATE AND
 NM0341'GO NORTH ACROSS FIELD TO A T FENCE CORNER BETWEEN TWO
 NM0341'CULTIVATED FIELDS.  PASS THROUGH WIRE GATE AND FOLLOW
 NM0341'NORTH-SOUTH FENCELINE FOR 0.3 MILE TO A FENCE CORNER.  CONTINUE
 NM0341'NORTH ACROSS FIELD FOR 0.25 MILE TO WIRE GATE IN THE
 NM0341'NORTHEAST CORNER OF FIELD.  CONTINUE NORTHEAST AND NORTH TO
 NM0341'TOP OF BLUFF AND STATION ON HIGHEST KNOB AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0645 ***********************************************************************
 NL0645  DESIGNATION -  GRANT
 NL0645  PID         -  NL0645
 NL0645  STATE/COUNTY-  IA/IDA
 NL0645  USGS QUAD   -  BATTLE CREEK (1982)
 NL0645
 NL0645                         *CURRENT SURVEY CONTROL
 NL0645  ___________________________________________________________________
 NL0645* NAD 83(1996)-  42 17 03.64023(N)    095 33 02.27182(W)     ADJUSTED  
 NL0645* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 NL0645  ___________________________________________________________________
 NL0645  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 NL0645  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 NL0645
 NL0645  HORZ ORDER  -  FIRST
 NL0645
 NL0645.The horizontal coordinates were established by classical geodetic methods
 NL0645.and adjusted by the National Geodetic Survey in May 1999..
 NL0645
 NL0645.The orthometric height was scaled from a topographic map.
 NL0645
 NL0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0645
 NL0645.The geoid height was determined by GEOID03.
 NL0645
 NL0645;                    North         East     Units Scale Factor Converg.
 NL0645;SPC IA N     - 1,089,173.100 1,330,884.181   MT  0.99996762   -1 23 23.3
 NL0645;UTM  15      - 4,684,497.959   289,699.127   MT  1.00014420   -1 43 00.2
 NL0645
 NL0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0645!SPC IA N     -   0.99993318  x   0.99996762  =   0.99990080
 NL0645!UTM  15      -   0.99993318  x   1.00014420  =   1.00007737
 NL0645
 NL0645:                Primary Azimuth Mark                     Grid Az
 NL0645:SPC IA N     -  IDA GROVE IOWA PUB SER STACK             045 49 45.1
 NL0645:UTM  15      -  IDA GROVE IOWA PUB SER STACK             046 09 22.0
 NL0645
 NL0645|---------------------------------------------------------------------|
 NL0645| PID    Reference Object                     Distance      Geod. Az  |
 NL0645|                                                           dddmmss.s |
 NL0645| NL0633 IDA GROVE IOWA PUB SER STACK        APPROX. 9.5 KM 0442621.8 |
 NL0645| NL0632 IDA GROVE MUNICIPAL STANDPIPE       APPROX. 9.4 KM 0463400.0 |
 NL0645| NL0634 IDA GROVE IDA CO CTHSE STEEPLE      APPROX. 9.4 KM 0464658.7 |
 NL0645| CO3180 GRANT AZ MK                                        0931656.3 |
 NL0645| CO3181 GRANT RM 1                           22.103 METERS 09824     |
 NL0645| NL0617 EVANGELICAL LUTH CH STEEPLE         APPROX.10.2 KM 1313005.1 |
 NL0645| NL0616 SCHLESWIG MUNICIPAL TANK            APPROX.16.1 KM 1442003.8 |
 NL0645| CO3182 GRANT RM 2                           23.409 METERS 26043     |
 NL0645| NL0644 BATTLE CREEK MUNICIPAL TANK         APPROX. 6.0 KM 3134534.0 |
 NL0645|---------------------------------------------------------------------|
 NL0645
 NL0645                          SUPERSEDED SURVEY CONTROL
 NL0645
 NL0645  NAD 83(1996)-  42 17 03.64010(N)    095 33 02.27311(W) AD(       ) 1
 NL0645  NAD 83(1996)-  42 17 03.63994(N)    095 33 02.27306(W) AD(       ) 1
 NL0645  NAD 83(1986)-  42 17 03.64011(N)    095 33 02.27301(W) AD(       ) 1
 NL0645  NAD 27      -  42 17 03.68300(N)    095 33 01.27300(W) AD(       ) 1
 NL0645
 NL0645.Superseded values are not recommended for survey control.
 NL0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0645.See file dsdata.txt to determine how the superseded data were derived.
 NL0645
 NL0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG8969984498(NAD 83)
 NL0645_MARKER: DS = TRIANGULATION STATION DISK
 NL0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0645
 NL0645  HISTORY     - Date     Condition        Report By
 NL0645  HISTORY     - 1950     MONUMENTED       CGS
 NL0645
 NL0645                          STATION DESCRIPTION
 NL0645
 NL0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0645'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF BATTLE
 NL0645'CREEK, 0.1 MILE NORTHEAST OF MR. FRANDSENS HOUSE, ON THE
 NL0645'HIGHEST POINT IN PASTURE.  IT IS 12.5 FEET NORTH-NORTHWEST
 NL0645'OF A WITNESS POST AND 12 FEET NORTH OF THE FENCE ALONG THE
 NL0645'SOUTH SIDE OF PASTURE.  THE MARK IS FLUSH THE THE SURFACE OF
 NL0645'THE GROUND AND THE DISK IS STAMPED GRANT 1950.
 NL0645'
 NL0645'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF THE FENCE.  THE
 NL0645'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED GRANT NO 1 1950.
 NL0645'
 NL0645'REFERENCE MARK NO. 2 IS 146 FEET EAST OF THE SOUTHEAST CORNER
 NL0645'OF A CORN CRIB, 109 FEET EAST OF THE SOUTHWEST CORNER OF THE
 NL0645'PASTURE FENCE AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS
 NL0645'5 INCHES AND THE DISK IS STAMPED GRANT NO 2 1950.
 NL0645'
 NL0645'AZIMUTH MARK IS 41 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 NL0645'10 FEET WEST OF A POWERLINE POLE AND 3 FEET WEST OF A WITNESS
 NL0645'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 NL0645'AND THE DISK IS STAMPED GRANT 1950.
 NL0645'
 NL0645'TO REACH FROM THE INTERSECTION OF THE MAIN STREET AND STATE HIGHWAY
 NL0645'175 IN BATTLE CREEK, GO EASTERLY ON HIGHWAY 175 0.25 MILE
 NL0645'TO CROSSROADS, TURN RIGHT (SOUTH) ON GRAVELED ROAD 1.1 MILES
 NL0645'TO FORKS, TAKE LEFT FORK 2.7 MILES TO WHERE MAIN ROAD FORKS
 NL0645'TO THE RIGHT AND A FARM HOUSE ON THE LEFT, TURN LEFT TO
 NL0645'GATE AT THE SOUTHEAST CORNER OF THE BARN, PASS THROUGH GATE
 NL0645'AND GO 200 FEET TO GATE IN THE EAST SIDE OF BARN LOT, PASS
 NL0645'THROUGH GATE AND GO SOUTHEAST 0.05 MILE TO THE STATION AT THE
 NL0645'SOUTH SIDE OF PASTURE.
 NL0645'
 NL0645'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO FARM YARD, GO
 NL0645'EAST 0.8 MILE TO CROSSROADS, CONTINUE EAST 0.15 MILE TO THE
 NL0645'MARK ON THE LEFT.
 NL0645'
 NL0645'A 4 FT. SIGNAL AT IDA W BASE IS V.G.
 NL0645'
 NL0645'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0802 ***********************************************************************
 OP0802  DESIGNATION -  GRANT
 OP0802  PID         -  OP0802
 OP0802  STATE/COUNTY-  IA/O BRIEN
 OP0802  USGS QUAD   -  HARTLEY SW (1970)
 OP0802
 OP0802                         *CURRENT SURVEY CONTROL
 OP0802  ___________________________________________________________________
 OP0802* NAD 83(1996)-  43 04 07.36473(N)    095 28 02.00542(W)     ADJUSTED  
 OP0802* NAVD 88     -       451.2    (meters)    1480.     (feet)  VERTCON   
 OP0802  ___________________________________________________________________
 OP0802  LAPLACE CORR-          -6.14  (seconds)                    DEFLEC99
 OP0802  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 OP0802
 OP0802  HORZ ORDER  -  SECOND
 OP0802
 OP0802.The horizontal coordinates were established by classical geodetic methods
 OP0802.and adjusted by the National Geodetic Survey in May 1999..
 OP0802
 OP0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0802
 OP0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0802
 OP0802.The geoid height was determined by GEOID03.
 OP0802
 OP0802;                    North         East     Units Scale Factor Converg.
 OP0802;SPC IA N     - 1,176,114.609 1,339,788.829   MT  0.99996983   -1 19 59.8
 OP0802;UTM  15      - 4,771,399.659   299,120.609   MT  1.00009643   -1 41 07.3
 OP0802
 OP0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0802!SPC IA N     -   0.99993364  x   0.99996983  =   0.99990347
 OP0802!UTM  15      -   0.99993364  x   1.00009643  =   1.00003006
 OP0802
 OP0802|---------------------------------------------------------------------|
 OP0802| PID    Reference Object                     Distance      Geod. Az  |
 OP0802|                                                           dddmmss.s |
 OP0802| CO3184 GRANT RM 1                            6.610 METERS 00631     |
 OP0802| OP0796 ROYAL MUN TANK                      APPROX.14.8 KM 0913651.4 |
 OP0802| CO3183 GRANT AZ MK                                        0915146.6 |
 OP0802| OP0801 GRANT RM 2                            7.612 METERS 13827     |
 OP0802|---------------------------------------------------------------------|
 OP0802
 OP0802                          SUPERSEDED SURVEY CONTROL
 OP0802
 OP0802  NAD 83(1996)-  43 04 07.36473(N)    095 28 02.00542(W) AD(       ) 2
 OP0802  NAD 83(1986)-  43 04 07.36353(N)    095 28 01.99743(W) AD(       ) 2
 OP0802  NAD 27      -  43 04 07.46112(N)    095 28 00.96910(W) AD(       ) 2
 OP0802  NGVD 29 (07/19/86)  451.0    (m)         1480.     (f) VERT ANG       
 OP0802
 OP0802.Superseded values are not recommended for survey control.
 OP0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0802.See file dsdata.txt to determine how the superseded data were derived.
 OP0802
 OP0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH9912171400(NAD 83)
 OP0802_MARKER: DS = TRIANGULATION STATION DISK
 OP0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0802
 OP0802  HISTORY     - Date     Condition        Report By
 OP0802  HISTORY     - 1971     MONUMENTED       NGS
 OP0802
 OP0802                          STATION DESCRIPTION
 OP0802
 OP0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0802'THE STATION IS LOCATED ABOUT 9.5 MILES WEST OF ROYAL, 8 MILES
 OP0802'EAST-SOUTHEAST OF PRIMGHAR AND 7.5 MILES SOUTH OF HARTLEY IN
 OP0802'THE SOUTHWEST 1/4 OF SECTION 4, T. 95 N., R. 39 W. ON ROAD
 OP0802'RIGHT OF WAY.
 OP0802'
 OP0802'TO REACH THE STATION FROM THE POST OFFICE IN ROYAL, GO WEST
 OP0802'ON THE MAIN STREET FOR 0.25 MILE TO A T-JUNCTION.  TURN RIGHT
 OP0802'AND GO NORTH ON A PAVED ROAD FOR 0.25 MILE TO COUNTY ROUTE B 40.
 OP0802'TURN LEFT AND GO WEST ON ROUTE B 40 FOR 2 MILES TO THE JUNCTION
 OP0802'OF COUNTY ROUTE M 27.  CONTINUE WEST ON ROUTE B 40 FOR 5.85
 OP0802'MILES TO A BRIDGE.  CONTINUE WEST FOR 0.6 MILE TO THE AZIMUTH
 OP0802'MARK ON THE LEFT.  CONTINUE WEST FOR 0.5 MILE TO A CROSSROAD
 OP0802'AT THE TOP OF THE HILL AND THE STATION IN THE NORTHEAST ANGLE
 OP0802'OF THE INTERSECTION.
 OP0802'
 OP0802'THE STATION MARKS ARE STANDARD DISKS STAMPED GRANT 1971.  THE
 OP0802'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP0802'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 44.5 FEET
 OP0802'NORTH OF THE CENTER OF ROUTE B 40, 26 FEET EAST OF THE APPROXIMATE
 OP0802'CENTER OF A GRAVELED ROAD, 6.3 FEET SOUTHWEST OF A FENCE CORNER,
 OP0802'5.5 FEET WEST-SOUTHWEST OF A POWER LINE POLE AND IS ABOUT 3
 OP0802'FEET LOWER THAN THE ROADS.  THE UNDERGROUND DISK IS SET IN THE
 OP0802'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 OP0802'GROUND SURFACE.
 OP0802'
 OP0802'REFERENCE MARK 1, A STANDARD DISK STAMPED GRANT NO 1 1971, IS
 OP0802'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OP0802'IS FLUSH WITH THE GROUND SURFACE.  IT IS 29 FEET EAST OF THE
 OP0802'APPROXIMATE CENTER OF THE GRAVELED ROAD, 17 FEET NORTH OF THE
 OP0802'FENCE CORNER, 1 FOOT WEST OF A FENCE AND ABOUT 2 FEET LOWER THAN
 OP0802'THE ROAD.
 OP0802'
 OP0802'REFERENCE MARK 2, A STANDARD DISK STAMPED GRANT NO 2 1971, IS
 OP0802'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OP0802'IS FLUSH WITH THE GROUND SURFACE.  IT IS 41.5 FEET EAST OF
 OP0802'THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 26 FEET NORTH OF
 OP0802'THE CENTER OF ROUTE B 40, 24.2 FEET SOUTHEAST OF THE POWER LINE
 OP0802'POLE, 23.5 FEET SOUTH OF THE FENCE AND ABOUT 3 FEET LOWER THAN
 OP0802'THE ROAD.
 OP0802'
 OP0802'THE AZIMUTH MARK, A STANDARD DISK STAMPED GRANT 1971, IS SET
 OP0802'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OP0802'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 51 FEET SOUTH
 OP0802'OF THE CENTER OF ROUTE B 40, 23 FEET EAST OF A T-FENCE CORNER, 5
 OP0802'FEET WEST OF POWER LINE POLE NUMBER 10, 1 FOOT NORTH OF A FENCE
 OP0802'AND IS ABOUT SAME ELEVATION AS THE ROAD.
 OP0802'
 OP0802'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0801 ***********************************************************************
 OP0801  DESIGNATION -  GRANT RM 2
 OP0801  PID         -  OP0801
 OP0801  STATE/COUNTY-  IA/O BRIEN
 OP0801  USGS QUAD   -  HARTLEY SW (1970)
 OP0801
 OP0801                         *CURRENT SURVEY CONTROL
 OP0801  ___________________________________________________________________
 OP0801* NAD 83(1996)-  43 04 07.18015(N)    095 28 01.78223(W)     ADJUSTED  
 OP0801* NAVD 88     -       451.0    (meters)    1480.     (feet)  VERTCON   
 OP0801  ___________________________________________________________________
 OP0801  LAPLACE CORR-          -6.14  (seconds)                    DEFLEC99
 OP0801  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 OP0801
 OP0801  HORZ ORDER  -  SECOND
 OP0801
 OP0801.The horizontal coordinates were established by classical geodetic methods
 OP0801.and adjusted by the National Geodetic Survey in May 1999..
 OP0801
 OP0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0801
 OP0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0801
 OP0801.The geoid height was determined by GEOID03.
 OP0801
 OP0801;                    North         East     Units Scale Factor Converg.
 OP0801;SPC IA N     - 1,176,108.797 1,339,793.744   MT  0.99996982   -1 19 59.6
 OP0801;UTM  15      - 4,771,393.817   299,125.490   MT  1.00009641   -1 41 07.2
 OP0801
 OP0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0801!SPC IA N     -   0.99993367  x   0.99996982  =   0.99990349
 OP0801!UTM  15      -   0.99993367  x   1.00009641  =   1.00003007
 OP0801
 OP0801:                Primary Azimuth Mark                     Grid Az
 OP0801:SPC IA N     -  MELLO                                    092 04 32.1
 OP0801:UTM  15      -  MELLO                                    092 25 39.7
 OP0801
 OP0801|---------------------------------------------------------------------|
 OP0801| PID    Reference Object                     Distance      Geod. Az  |
 OP0801|                                                           dddmmss.s |
 OP0801| OP0800 MELLO                               APPROX. 7.6 KM 0904432.5 |
 OP0801| OP0802 GRANT                                 7.612 METERS 31827     |
 OP0801|---------------------------------------------------------------------|
 OP0801
 OP0801                          SUPERSEDED SURVEY CONTROL
 OP0801
 OP0801  NAD 83(1996)-  43 04 07.18015(N)    095 28 01.78223(W) AD(       ) 2
 OP0801  NAD 83(1986)-  43 04 07.17899(N)    095 28 01.77429(W) AD(       ) 2
 OP0801  NAD 27      -  43 04 07.27663(N)    095 28 00.74602(W) AD(       ) 2
 OP0801  NGVD 29 (07/19/86)  450.8    (m)         1479.     (f) VERT ANG       
 OP0801
 OP0801.Superseded values are not recommended for survey control.
 OP0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0801.See file dsdata.txt to determine how the superseded data were derived.
 OP0801
 OP0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH9912571394(NAD 83)
 OP0801_MARKER: DR = REFERENCE MARK DISK
 OP0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0801+STABILITY: SURFACE MOTION
 OP0801
 OP0801  HISTORY     - Date     Condition        Report By
 OP0801  HISTORY     - 1971     MONUMENTED       NGS
 OP0801
 OP0801                          STATION DESCRIPTION
 OP0801
 OP0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0801'THE STATION IS LOCATED ABOUT 9.5 MILES WEST OF ROYAL, 8 MILES
 OP0801'EAST-SOUTHEAST OF PRIMGHAR AND 7.5 MILES SOUTH OF HARTLEY IN
 OP0801'THE SOUTHWEST 1/4 OF SECTION 4, T. 95 N., R. 39 W. ON ROAD
 OP0801'RIGHT OF WAY.
 OP0801'
 OP0801'TO REACH THE STATION FROM THE POST OFFICE IN ROYAL, GO WEST
 OP0801'ON THE MAIN STREET FOR 0.25 MILE TO A T-JUNCTION.  TURN RIGHT
 OP0801'AND GO NORTH ON A PAVED ROAD FOR 0.25 MILE TO COUNTY ROUTE B 40.
 OP0801'TURN LEFT AND GO WEST ON ROUTE B 40 FOR 2 MILES TO THE JUNCTION
 OP0801'OF COUNTY ROUTE M 27.  CONTINUE WEST ON ROUTE B 40 FOR 5.85 MILES
 OP0801'TO A BRIDGE.  CONTINUE WEST FOR 1.1 MILES TO A CROSSROAD AT
 OP0801'THE TOP OF THE HILL AND THE STATION IN THE NORTHEAST ANGLE
 OP0801'OF THE INTERSECTION.
 OP0801'
 OP0801'THE STATION MARK, A STANDARD REFERENCE DISK STAMPED GRANT NO
 OP0801'2 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP0801'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 41.5 FEET
 OP0801'EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 26 FEET
 OP0801'NORTH OF THE CENTER OF ROUTE B 40, 24.2 FEET SOUTHEAST OF A
 OP0801'POWER LINE POLE, 23.5 FEET SOUTH OF A FENCE AND IS ABOUT 3
 OP0801'FEET LOWER THAN THE ROAD.
 OP0801'
 OP0801'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0695 ***********************************************************************
 NL0695  DESIGNATION -  GRANVILLE MUNICIPAL TANK
 NL0695  PID         -  NL0695
 NL0695  STATE/COUNTY-  IA/SIOUX
 NL0695  USGS QUAD   -  GRANVILLE EAST (1969)
 NL0695
 NL0695                         *CURRENT SURVEY CONTROL
 NL0695  ___________________________________________________________________
 NL0695* NAD 83(1996)-  42 59 03.82338(N)    095 52 28.89861(W)     ADJUSTED  
 NL0695* NAVD 88     -                                                        
 NL0695  ___________________________________________________________________
 NL0695  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 NL0695  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 NL0695
 NL0695  HORZ ORDER  -  THIRD
 NL0695
 NL0695.The horizontal coordinates were established by classical geodetic methods
 NL0695.and adjusted by the National Geodetic Survey in May 1999..
 NL0695
 NL0695
 NL0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0695
 NL0695.The geoid height was determined by GEOID03.
 NL0695
 NL0695;                    North         East     Units Scale Factor Converg.
 NL0695;SPC IA N     - 1,167,603.737 1,306,349.251   MT  0.99996062   -1 36 34.0
 NL0695;UTM  15      - 4,763,092.465   265,622.074   MT  1.00027584   -1 57 39.1
 NL0695
 NL0695                          SUPERSEDED SURVEY CONTROL
 NL0695
 NL0695  NAD 83(1996)-  42 59 03.82338(N)    095 52 28.89861(W) AD(       ) 4
 NL0695  NAD 83(1996)-  42 59 03.82063(N)    095 52 28.89378(W) AD(       ) 4
 NL0695  NAD 83(1986)-  42 59 03.82235(N)    095 52 28.88933(W) AD(       ) 4
 NL0695  NAD 27      -  42 59 03.87200(N)    095 52 27.83400(W) AD(       ) 3
 NL0695
 NL0695.Superseded values are not recommended for survey control.
 NL0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0695.See file dsdata.txt to determine how the superseded data were derived.
 NL0695
 NL0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH6562263092(NAD 83)
 NL0695_MARKER: 51 = TANK
 NL0695
 NL0695  HISTORY     - Date     Condition        Report By
 NL0695  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0695
 NL0695                          STATION DESCRIPTION
 NL0695
 NL0695'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0694 ***********************************************************************
 NL0694  DESIGNATION -  GRANVILLE ST JOSEPH CATH CH
 NL0694  PID         -  NL0694
 NL0694  STATE/COUNTY-  IA/SIOUX
 NL0694  USGS QUAD   -  GRANVILLE EAST (1969)
 NL0694
 NL0694                         *CURRENT SURVEY CONTROL
 NL0694  ___________________________________________________________________
 NL0694* NAD 83(1996)-  42 58 58.05111(N)    095 52 23.59234(W)     ADJUSTED  
 NL0694* NAVD 88     -                                                        
 NL0694  ___________________________________________________________________
 NL0694  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 NL0694  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 NL0694
 NL0694  HORZ ORDER  -  THIRD
 NL0694
 NL0694.The horizontal coordinates were established by classical geodetic methods
 NL0694.and adjusted by the National Geodetic Survey in May 1999..
 NL0694
 NL0694
 NL0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0694
 NL0694.The geoid height was determined by GEOID03.
 NL0694
 NL0694;                    North         East     Units Scale Factor Converg.
 NL0694;SPC IA N     - 1,167,422.312 1,306,464.418   MT  0.99996047   -1 36 30.4
 NL0694;UTM  15      - 4,762,910.280   265,736.162   MT  1.00027518   -1 57 35.2
 NL0694
 NL0694                          SUPERSEDED SURVEY CONTROL
 NL0694
 NL0694  NAD 83(1996)-  42 58 58.05110(N)    095 52 23.59233(W) AD(       ) 4
 NL0694  NAD 83(1996)-  42 58 58.04830(N)    095 52 23.58805(W) AD(       ) 4
 NL0694  NAD 83(1986)-  42 58 58.05011(N)    095 52 23.58272(W) AD(       ) 4
 NL0694  NAD 27      -  42 58 58.09400(N)    095 52 22.52300(W) AD(       ) 3
 NL0694
 NL0694.Superseded values are not recommended for survey control.
 NL0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0694.See file dsdata.txt to determine how the superseded data were derived.
 NL0694
 NL0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH6573662910(NAD 83)
 NL0694_MARKER: 90 = CHURCH SPIRE
 NL0694
 NL0694  HISTORY     - Date     Condition        Report By
 NL0694  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0694  HISTORY     - 1969     GOOD             CGS
 NL0694
 NL0694                          STATION DESCRIPTION
 NL0694
 NL0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NL0694'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1142 ***********************************************************************
 MJ1142  DESIGNATION -  GRAY MUNICIPAL TANK
 MJ1142  PID         -  MJ1142
 MJ1142  STATE/COUNTY-  IA/AUDUBON
 MJ1142  USGS QUAD   -  GRAY (1971)
 MJ1142
 MJ1142                         *CURRENT SURVEY CONTROL
 MJ1142  ___________________________________________________________________
 MJ1142* NAD 83(1996)-  41 50 18.32673(N)    094 58 44.04921(W)     ADJUSTED  
 MJ1142* NAVD 88     -                                                        
 MJ1142  ___________________________________________________________________
 MJ1142  LAPLACE CORR-           8.71  (seconds)                    DEFLEC99
 MJ1142  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 MJ1142
 MJ1142  HORZ ORDER  -  THIRD
 MJ1142
 MJ1142.The horizontal coordinates were established by classical geodetic methods
 MJ1142.and adjusted by the National Geodetic Survey in May 1999..
 MJ1142
 MJ1142
 MJ1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1142
 MJ1142.The geoid height was determined by GEOID03.
 MJ1142
 MJ1142;                    North         East     Units Scale Factor Converg.
 MJ1142;SPC IA S     -   205,206.177   377,166.980   MT  1.00001025   -0 58 27.0
 MJ1142;SPC IA N     - 1,038,665.831 1,377,162.536   MT  1.00004925   -1 00 08.3
 MJ1142;UTM  15      - 4,633,729.943   335,694.397   MT  0.99993221   -1 19 13.0
 MJ1142
 MJ1142                          SUPERSEDED SURVEY CONTROL
 MJ1142
 MJ1142  NAD 83(1986)-  41 50 18.32471(N)    094 58 44.05407(W) AD(       ) 4
 MJ1142  NAD 27      -  41 50 18.38000(N)    094 58 43.09400(W) AD(       ) 3
 MJ1142
 MJ1142.Superseded values are not recommended for survey control.
 MJ1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1142.See file dsdata.txt to determine how the superseded data were derived.
 MJ1142
 MJ1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3569433730(NAD 83)
 MJ1142_MARKER: 53 = ELEVATED TANK
 MJ1142
 MJ1142  HISTORY     - Date     Condition        Report By
 MJ1142  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1142
 MJ1142                          STATION DESCRIPTION
 MJ1142
 MJ1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1142'THIS STATION IS THE CENTER OF THE MUNICIPAL WATER TANK OF THE
 MJ1142'TOWN OF GRAY, LOCATED IN THE EXTREME SE CORNER OF THE TOWN, IN
 MJ1142'THE CENTER OF THE INTERSECTION OF PINE AND FOURTH STEETS.
 MJ1142'PINE IS THE MOST SOUTHERLY E-W STREET IN THE TOWN AND FOURTH
 MJ1142'IS THE MOST EASTERLY N-S STREET.
 MJ1142'
 MJ1142'THE TANK, IS A STANDARD STEEL CYLINDRICAL STRUCTURE, SUPPORTED
 MJ1142'BY FOUR 80-FOOT LEGS.  IT HAS AN OVAL BASE AND CONICAL
 MJ1142'TOP, WITH A 10-INCH BALL AT THE APEX OF THE TOP.  THE TANK
 MJ1142'IS PAINTED ALUMINUM, WITH GRAY PAINTED IN LARGE BLACK LETTERS ON
 MJ1142'ITS WEST FACE.  THE OVERALL HEIGHT OF THE TANK IS ABOUT 105
 MJ1142'FEET.  THE TOWN IS LOCATED ON LOW GROUND AND IS NOT VERY
 MJ1142'PROMINENT FROM THE SURROUNDING COUNTRY.  IT WAS BUILT IN 1922.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1175 ***********************************************************************
 MJ1175  DESIGNATION -  GREELEY
 MJ1175  PID         -  MJ1175
 MJ1175  STATE/COUNTY-  IA/SHELBY
 MJ1175  USGS QUAD   -  DEFIANCE (1971)
 MJ1175
 MJ1175                         *CURRENT SURVEY CONTROL
 MJ1175  ___________________________________________________________________
 MJ1175* NAD 83(1996)-  41 49 15.59320(N)    095 16 04.75761(W)     ADJUSTED  
 MJ1175* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 MJ1175  ___________________________________________________________________
 MJ1175  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 MJ1175  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 MJ1175
 MJ1175  HORZ ORDER  -  THIRD
 MJ1175
 MJ1175.The horizontal coordinates were established by classical geodetic methods
 MJ1175.and adjusted by the National Geodetic Survey in May 1999..
 MJ1175
 MJ1175.The orthometric height was scaled from a topographic map.
 MJ1175
 MJ1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1175
 MJ1175.The geoid height was determined by GEOID03.
 MJ1175
 MJ1175;                    North         East     Units Scale Factor Converg.
 MJ1175;SPC IA S     -   203,719.184   353,120.128   MT  1.00000691   -1 09 52.5
 MJ1175;SPC IA N     - 1,037,191.750 1,353,113.854   MT  1.00005366   -1 11 53.7
 MJ1175;UTM  15      - 4,632,388.713   311,639.586   MT  1.00003661   -1 30 45.9
 MJ1175
 MJ1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1175!SPC IA S     -   0.99993432  x   1.00000691  =   0.99994123
 MJ1175!SPC IA N     -   0.99993432  x   1.00005366  =   0.99998798
 MJ1175!UTM  15      -   0.99993432  x   1.00003661  =   0.99997093
 MJ1175
 MJ1175|---------------------------------------------------------------------|
 MJ1175| PID    Reference Object                     Distance      Geod. Az  |
 MJ1175|                                                           dddmmss.s |
 MJ1175| CL6583 GREELEY RM 1                         15.183 METERS 12707     |
 MJ1175| CL6582 GREELEY AZ MK                                      1495047.8 |
 MJ1175| MJ1167 HARLAN MUNICIPAL TANK               APPROX.19.2 KM 1954634.1 |
 MJ1175| MJ1171 WESTPHALIA ST BONIFACES CHURCH      APPROX.15.4 KM 2233204.7 |
 MJ1175| CL6584 GREELEY RM 2                         24.703 METERS 23836     |
 MJ1175|---------------------------------------------------------------------|
 MJ1175
 MJ1175                          SUPERSEDED SURVEY CONTROL
 MJ1175
 MJ1175  NAD 83(1996)-  41 49 15.59402(N)    095 16 04.76074(W) AD(       ) 3
 MJ1175  NAD 83(1986)-  41 49 15.59465(N)    095 16 04.76147(W) AD(       ) 3
 MJ1175  NAD 27      -  41 49 15.64400(N)    095 16 03.76900(W) AD(       ) 3
 MJ1175
 MJ1175.Superseded values are not recommended for survey control.
 MJ1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1175.See file dsdata.txt to determine how the superseded data were derived.
 MJ1175
 MJ1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1164032389(NAD 83)
 MJ1175_MARKER: DS = TRIANGULATION STATION DISK
 MJ1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1175
 MJ1175  HISTORY     - Date     Condition        Report By
 MJ1175  HISTORY     - 1950     MONUMENTED       CGS
 MJ1175
 MJ1175                          STATION DESCRIPTION
 MJ1175
 MJ1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1175'THE STATION IS LOCATED ABOUT 4 MILES EAST OF DEFIANCE AND ABOUT 3
 MJ1175'MILES WEST AND 2 MILES NORTH OF IRWIN ON THE GROUNDS OF A PUBLIC
 MJ1175'SCHOOL.  IT IS 12 FEET NORTHEAST OF A FLAGPOLE, 10 FEET SOUTHEAST
 MJ1175'OF THE SOUTHEAST CORNER OF THE SCHOOL HOUSE AND 8 FEET SOUTHWEST
 MJ1175'OF THE WEST CORNER OF THE STORM CELLAR.  THE MARK PROJECTS ABOUT
 MJ1175'2 INCHES AND THE DISK IS STAMPED GREELEY 1950.
 MJ1175'
 MJ1175'REFERENCE MARK NO. 1 IS 60 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MJ1175'OF THE SCHOOL HOUSE, 43 FEET SOUTHEAST OF THE EAST CORNER OF THE
 MJ1175'STORM CELLAR AND 14.5 FEET NORTHWEST OF A POWER LINE POLE.  THE
 MJ1175'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPD GREELEY NO
 MJ1175'1 1950.
 MJ1175'
 MJ1175'REFERENCE MARK NO. 2 IS 47 FEET NORTH OF THE CENTERLINE OF A
 MJ1175'ROAD, 27 FEET WEST OF THE CENTERLINE OF A DRIVE, 18.5 FEET
 MJ1175'NORTHEAST OF A CORNER POST, 4.5 FEET EAST OF A FENCELINE.  THE
 MJ1175'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GREELEY
 MJ1175'NO 2 1950.
 MJ1175'
 MJ1175'AZIMUTH MARK IS 53 FEET SOUTH OF A POWER LINE POLE, 32 FEET EAST
 MJ1175'OF THE CENTERLINE OF A ROAD AND 2 FEET WEST OF A FENCELINE.  THE
 MJ1175'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MJ1175'GREELEY 1950.
 MJ1175'
 MJ1175'TO REACH THE STATION FROM THE MAIN INTERSECTION AND U.S. HIGHWAY
 MJ1175'59 IN THE WEST EDGE OF DEFIANCE, GO SOUTH ON U.S. HIGHWAY 59 FOR
 MJ1175'0.3 MILE TO A FORKS JUST AFTER PASSING UNDER AN UNDERPASS.  TAKE
 MJ1175'LEFT FORK AND GO EAST ON MAIN TRAVELED ROAD FOR 3.95 MILE TO
 MJ1175'A SCHOOL HOUSE ON LEFT.  TURN LEFT TO SCHOOL YARD AND STATION
 MJ1175'SITE AS DESCRIBED.
 MJ1175'
 MJ1175'TO REACH THE AZIMUTH MARK FROM THE STATION RETURN TO THE ROAD
 MJ1175'AND GO EAST FOR 0.05 MILE TO A CROSSROADS.  TURN RIGHT (SOUTH)
 MJ1175'AND GO 0.05 MILE TO MARK ON LEFT ON A 12 FOOT CUT BANK.
 MJ1175'
 MJ1175'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0881 ***********************************************************************
 NJ0881  DESIGNATION -  GREEN ISLAND
 NJ0881  PID         -  NJ0881
 NJ0881  STATE/COUNTY-  IA/JACKSON
 NJ0881  USGS QUAD   -  GREEN ISLAND (1975)
 NJ0881
 NJ0881                         *CURRENT SURVEY CONTROL
 NJ0881  ___________________________________________________________________
 NJ0881* NAD 83(1996)-  42 10 24.07607(N)    090 20 33.05060(W)     ADJUSTED  
 NJ0881* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 NJ0881  ___________________________________________________________________
 NJ0881  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 NJ0881  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 NJ0881
 NJ0881  HORZ ORDER  -  SECOND
 NJ0881
 NJ0881.The horizontal coordinates were established by classical geodetic methods
 NJ0881.and adjusted by the National Geodetic Survey in May 1999..
 NJ0881
 NJ0881.The orthometric height was scaled from a topographic map.
 NJ0881
 NJ0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0881
 NJ0881.The geoid height was determined by GEOID03.
 NJ0881
 NJ0881;                    North         East     Units Scale Factor Converg.
 NJ0881;SPC IA N     - 1,079,665.080 1,760,823.630   MT  0.99998235   +2 08 23.9
 NJ0881;SPC IA S     -   246,100.654   760,855.748   MT  1.00009260   +2 04 47.4
 NJ0881;SPC IL W     -   611,351.759   685,471.372   MT  0.99994377   -0 07 05.0
 NJ0881;SPC IL W     - 2,005,743.23  2,248,917.33   sFT  0.99994377   -0 07 05.0
 NJ0881;UTM  15      - 4,672,442.680   719,496.190   MT  1.00019285   +1 47 05.6
 NJ0881
 NJ0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0881!SPC IA N     -   0.99997427  x   0.99998235  =   0.99995662
 NJ0881!SPC IA S     -   0.99997427  x   1.00009260  =   1.00006687
 NJ0881!SPC IL W     -   0.99997427  x   0.99994377  =   0.99991804
 NJ0881!UTM  15      -   0.99997427  x   1.00019285  =   1.00016711
 NJ0881
 NJ0881:                Primary Azimuth Mark                     Grid Az
 NJ0881:SPC IA N     -  HANOVER                                  357 30 19.2
 NJ0881:SPC IA S     -  HANOVER                                  357 33 55.7
 NJ0881:SPC IL W     -  HANOVER                                  359 45 48.1
 NJ0881:UTM  15      -  HANOVER                                  357 51 37.5
 NJ0881
 NJ0881|---------------------------------------------------------------------|
 NJ0881| PID    Reference Object                     Distance      Geod. Az  |
 NJ0881|                                                           dddmmss.s |
 NJ0881| NJ0884 HANOVER                             APPROX.13.4 KM 3593843.1 |
 NJ0881|---------------------------------------------------------------------|
 NJ0881
 NJ0881                          SUPERSEDED SURVEY CONTROL
 NJ0881
 NJ0881  NAD 83(1986)-  42 10 24.08360(N)    090 20 33.05240(W) AD(       ) 2
 NJ0881  NAD 27      -  42 10 24.01100(N)    090 20 32.58800(W) AD(       ) 2
 NJ0881
 NJ0881.Superseded values are not recommended for survey control.
 NJ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0881.See file dsdata.txt to determine how the superseded data were derived.
 NJ0881
 NJ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG1949672443(NAD 83)
 NJ0881_MARKER: P = PIPE CAP
 NJ0881_SETTING: 0 = UNSPECIFIED SETTING
 NJ0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0881
 NJ0881  HISTORY     - Date     Condition        Report By
 NJ0881  HISTORY     - 1931     MONUMENTED       MORC
 NJ0881  HISTORY     - 19941202 MARK NOT FOUND   USPSQD
 NJ0881  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0881
 NJ0881                          STATION DESCRIPTION
 NJ0881
 NJ0881'DESCRIBED BY MISSOURI RIVER COMMISSION 1931 (HWH)
 NJ0881'STATION IS ABOUT 1-1/2 MILES NW OF TOWN OF GREEN ISLAND, ON
 NJ0881'EDGE OF BLUFF OVERLOOKING RIVER VALLEY, ON LAND OWNED AND
 NJ0881'OCCUPIED BY GEORGE ROE.  STATION IS REACHED FROM GREEN ISLAND
 NJ0881'BY THE BELLEVUE ROAD, 1.4 MILES TO A LANE LEADING TO RIGHT
 NJ0881'THRU GATE NEAR FOOT OF STEEP HILL.  FOLLOW LANE UP SMALL VALLEY
 NJ0881'TO NW ABOUT ONE MILE TO END AT GEORGE ROES HOUSE.  CONTINUE
 NJ0881'ON FARM ROADS TO NW AND N ACROSS FIELD 1/2 MILE TO WIRE GAP
 NJ0881'NEAR EDGE OF BLUFF.  TURN RIGHT, THRU ANOTHER WIRE GAP, AND SE
 NJ0881'ACROSS OATS FIELD 1/4 MILE TO CORN FIELD, WHICH IS END OF
 NJ0881'FARM ROAD AND IS AS FAR AS TRUCK CAN BE TAKEN.  TURN LEFT (E)
 NJ0881'ALONG EDGE OF CORN 200 YDS. TO TIMBER ALONG BLUFF, THENCE
 NJ0881'RIGHT ALONG EDGE OF WOODS 200 YDS. TO A LARGE SINK HOLE
 NJ0881'FILLED WITH STUMPS.  CONTINUE SE 100 YDS. TO CREST OF SMALL
 NJ0881'RIDGE, WITH STUMPS PILED IN TIMBER TO LEFT.  TURN LEFT
 NJ0881'INTO TIMBER 50 YDS.  TO STATION ON POINT OF BLUFF.
 NJ0881'
 NJ0881'MARK IS AN IRON PIPE AND CAP IN GOOD CONDITION, PROTRUDING 18
 NJ0881'INCHES ABOVE GROUND, 3 METERS E OF N AND S WIRE FENCE, 3 METERS
 NJ0881'SW OF BRINK OF ROCK CLIFF, ON SLOPING GROUND, 3 METERS N OF 6
 NJ0881'INCH OLD BLAZED BIRCH TREE, AND 4 METERS S OF OLD BLAZED 6
 NJ0881'INCH OAK TREE.
 NJ0881'
 NJ0881'HEIGHT OF SIGNAL ABOVE STATION MARK 3 METERS.
 NJ0881
 NJ0881                          STATION RECOVERY (1994)
 NJ0881
 NJ0881'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0881'MARK NOT FOUND.
 NJ0881
 NJ0881                          STATION RECOVERY (2001)
 NJ0881
 NJ0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0881'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0661 ***********************************************************************
 NK0661  DESIGNATION -  GREENE TV RELAY MAST
 NK0661  PID         -  NK0661
 NK0661  STATE/COUNTY-  IA/FLOYD
 NK0661  USGS QUAD   -  GREENE (1972)
 NK0661
 NK0661                         *CURRENT SURVEY CONTROL
 NK0661  ___________________________________________________________________
 NK0661* NAD 83(1996)-  42 56 12.20825(N)    092 49 08.40904(W)     ADJUSTED  
 NK0661* NAVD 88     -       421.     (meters)    1381.     (feet)  VERTCON   
 NK0661  ___________________________________________________________________
 NK0661  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 NK0661  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 NK0661
 NK0661  HORZ ORDER  -  THIRD
 NK0661
 NK0661.The horizontal coordinates were established by classical geodetic methods
 NK0661.and adjusted by the National Geodetic Survey in May 1999..
 NK0661
 NK0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0661
 NK0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0661
 NK0661.The geoid height was determined by GEOID03.
 NK0661
 NK0661;                    North         East     Units Scale Factor Converg.
 NK0661;SPC IA N     - 1,159,811.981 1,555,583.115   MT  0.99995637   +0 27 41.6
 NK0661;UTM  15      - 4,753,804.089   514,767.938   MT  0.99960268   +0 07 23.9
 NK0661
 NK0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0661!SPC IA N     -   0.99993887  x   0.99995637  =   0.99989524
 NK0661!UTM  15      -   0.99993887  x   0.99960268  =   0.99954157
 NK0661
 NK0661                          SUPERSEDED SURVEY CONTROL
 NK0661
 NK0661  NAD 83(1996)-  42 56 12.20828(N)    092 49 08.40898(W) AD(       ) 4
 NK0661  NAD 83(1986)-  42 56 12.20236(N)    092 49 08.40244(W) AD(       ) 4
 NK0661  NAD 27      -  42 56 12.29852(N)    092 49 07.70400(W) AD(       ) 3
 NK0661  NGVD 29 (07/19/86)  421.     (m)         1381.     (f) VERT ANG       
 NK0661
 NK0661.Superseded values are not recommended for survey control.
 NK0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0661.See file dsdata.txt to determine how the superseded data were derived.
 NK0661
 NK0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1476853804(NAD 83)
 NK0661_MARKER: 42 = RADIO/TV MAST
 NK0661
 NK0661  HISTORY     - Date     Condition        Report By
 NK0661  HISTORY     - 1971     FIRST OBSERVED   NGS
 NK0661
 NK0661                          STATION DESCRIPTION
 NK0661
 NK0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NK0661'THE GREENE TV RELAY KDE 52 MAST IS LOCATED ABOUT 4 MILES SOUTHEAST
 NK0661'OF MARBLE ROCK, 2 MILES NORTH OF GREENE AND 0.5 MILE WEST OF
 NK0661'STATE HIGHWAY 14.
 NK0661'
 NK0661'TO REACH THE MAST FROM THE JUNCTION OF STATE HIGHWAYS 54
 NK0661'AND 14, ABOUT 3 MILES EAST OF MARBLE ROCK, GO SOUTH ON STATE
 NK0661'HIGHWAY 14 FOR 2.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 NK0661'WEST ON A GRAVELED ROAD FOR 0.5 MILE TO THE MAST ON THE RIGHT.
 NK0661'
 NK0661'THE STATION IS THE RED LIGHT ATOP THE 330 FEET HIGH, STRUCTURAL
 NK0661'STEEL MAST WHICH IS PAINTED ALTERNATELY RED AND WHITE.  THE
 NK0661'MAST IS OWNED BY KGLO-TV WHOSE OFFICE IS IN MASON CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0657 ***********************************************************************
 NK0657  DESIGNATION -  GREENE WATER TANK
 NK0657  PID         -  NK0657
 NK0657  STATE/COUNTY-  IA/BUTLER
 NK0657  USGS QUAD   -  GREENE (1972)
 NK0657
 NK0657                         *CURRENT SURVEY CONTROL
 NK0657  ___________________________________________________________________
 NK0657* NAD 83(1996)-  42 53 55.20412(N)    092 47 58.80180(W)     ADJUSTED  
 NK0657* NAVD 88     -                                                        
 NK0657  ___________________________________________________________________
 NK0657  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 NK0657  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 NK0657
 NK0657  HORZ ORDER  -  THIRD
 NK0657
 NK0657.The horizontal coordinates were established by classical geodetic methods
 NK0657.and adjusted by the National Geodetic Survey in May 1999..
 NK0657
 NK0657
 NK0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0657
 NK0657.The geoid height was determined by GEOID03.
 NK0657
 NK0657;                    North         East     Units Scale Factor Converg.
 NK0657;SPC IA N     - 1,155,597.447 1,557,196.254   MT  0.99995348   +0 28 28.7
 NK0657;UTM  15      - 4,749,581.592   516,355.609   MT  0.99960329   +0 08 10.9
 NK0657
 NK0657                          SUPERSEDED SURVEY CONTROL
 NK0657
 NK0657  NAD 83(1996)-  42 53 55.20417(N)    092 47 58.80175(W) AD(       ) 4
 NK0657  NAD 83(1986)-  42 53 55.19821(N)    092 47 58.79522(W) AD(       ) 4
 NK0657  NAD 27      -  42 53 55.28000(N)    092 47 58.08000(W) AD(       ) 3
 NK0657
 NK0657.Superseded values are not recommended for survey control.
 NK0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0657.See file dsdata.txt to determine how the superseded data were derived.
 NK0657
 NK0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1635649582(NAD 83)
 NK0657_MARKER: 53 = ELEVATED TANK
 NK0657
 NK0657  HISTORY     - Date     Condition        Report By
 NK0657  HISTORY     - 1938     FIRST OBSERVED   CGS
 NK0657  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NK0657
 NK0657                          STATION DESCRIPTION
 NK0657
 NK0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NK0657'NO 1938 DESCRIPTION AVAILABLE.  THE G.P. IN 1938 CARRIED
 NK0657'THE NAME AS GREENE WATER TANK.  THE NAME WAS CHANGED AT THIS
 NK0657'TIME TO THE GREENE MUN TANK.
 NK0657'
 NK0657'GREENE MUNICIPAL TANK IS LOCATED IN THE NORTHWEST ANGLE OF
 NK0657'NORTH FOURTH STREET AND EAST DON STREET AND ON THE EAST EDGE
 NK0657'OF THE GROUNDS OF THE GREENE HIGH SCHOOL.
 NK0657'
 NK0657'THE TANK HAS A RED CONICAL ROOF, SILVER HEMISPHERICAL BOTTOM,
 NK0657'SUPPORTED BY 4 LEGS AND HAS AN OVER-ALL HEIGHT OF ABOUT 125
 NK0657'FEET.
 NK0657'
 NK0657'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1098 ***********************************************************************
 MJ1098  DESIGNATION -  GREENFIELD MUNICIPAL TANK
 MJ1098  PID         -  MJ1098
 MJ1098  STATE/COUNTY-  IA/ADAIR
 MJ1098  USGS QUAD   -  GREENFIELD (1983)
 MJ1098
 MJ1098                         *CURRENT SURVEY CONTROL
 MJ1098  ___________________________________________________________________
 MJ1098* NAD 83(1996)-  41 18 16.85839(N)    094 27 26.47089(W)     ADJUSTED  
 MJ1098* NAVD 88     -                                                        
 MJ1098  ___________________________________________________________________
 MJ1098  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 MJ1098  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 MJ1098
 MJ1098  HORZ ORDER  -  THIRD
 MJ1098
 MJ1098.The horizontal coordinates were established by classical geodetic methods
 MJ1098.and adjusted by the National Geodetic Survey in May 1999..
 MJ1098
 MJ1098
 MJ1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1098
 MJ1098.The geoid height was determined by GEOID03.
 MJ1098
 MJ1098;                    North         East     Units Scale Factor Converg.
 MJ1098;SPC IA S     -   145,324.776   419,830.610   MT  0.99995001   -0 37 50.2
 MJ1098;UTM  15      - 4,573,604.914   377,998.807   MT  0.99978318   -0 57 43.4
 MJ1098
 MJ1098                          SUPERSEDED SURVEY CONTROL
 MJ1098
 MJ1098  NAD 83(1986)-  41 18 16.85341(N)    094 27 26.50042(W) AD(       ) 4
 MJ1098  NAD 27      -  41 18 16.89600(N)    094 27 25.62600(W) AD(       ) 3
 MJ1098
 MJ1098.Superseded values are not recommended for survey control.
 MJ1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1098.See file dsdata.txt to determine how the superseded data were derived.
 MJ1098
 MJ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF7799973605(NAD 83)
 MJ1098_MARKER: 53 = ELEVATED TANK
 MJ1098
 MJ1098  HISTORY     - Date     Condition        Report By
 MJ1098  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1098
 MJ1098                          STATION DESCRIPTION
 MJ1098
 MJ1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1098'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF GREENFIELD,
 MJ1098'IOWA.  IT IS LOCATED IN THE BLOCK BOUNDED ON THE N BY MAIN STREET,
 MJ1098'ON THE E BY EAST STREET, ON THE S BY MAPLE STREET AND ON THE W
 MJ1098'BY COURT STREET.  IT IS ABOUT 120 FEET E OF THE CENTER LINE OF
 MJ1098'COURT STREET AND ABOUT 150 FEET S OF THE CENTER LINE OF MAIN
 MJ1098'STREET, IN SW CORNER, SE 1/4 SECTION 7, T 75 N, R 31 W.  IT WAS
 MJ1098'ERECTED IN 1909.  IT IS VERY PROMINENT FROM ALL DIRECTIONS.
 MJ1098'
 MJ1098'THE TANK HAS FOUR BLACK TRUSS-WORK LEGS ABOUT 100 FEET HIGH.  THE
 MJ1098'OVAL SECTION OF THE TANK EXTENDS DOWNWARD ABOUT 15 FEET, FROM
 MJ1098'THE CENTER OF WHICH A 40-INCH BLACK FEED PIPE JACKET EXTENDS TO
 MJ1098'THE GROUND.  THE VERTICAL SECTION IS BLACK IN COLOR, ABOUT 40
 MJ1098'FEET IN HEIGHT, HAS A BLACK CAT WALK AND RAIL AROUND ITS BASE
 MJ1098'AND THE WORD GREENFIELD PAINTED IN WHITE LETTERS ON THE S SIDE.
 MJ1098'THE SILVER ROOF IS CONICAL IN SHAPE AND HAS A FINIAL AT ITS
 MJ1098'APEX.  ON THE FINIAL THERE ARE TWO CROSS ARMS WITH A LIGHT AT
 MJ1098'THE ENDS OF BOTH CROSS ARMS.  THERE IS A GOLD ARROW POINTING N
 MJ1098'AT THE TIP OF THE FINIAL.  THE TOTAL HEIGHT IS ABOUT 150
 MJ1098'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1433 ***********************************************************************
 MJ1433  DESIGNATION -  GREENPORT
 MJ1433  PID         -  MJ1433
 MJ1433  STATE/COUNTY-  IA/ADAIR
 MJ1433  USGS QUAD   -  GREENFIELD (1983)
 MJ1433
 MJ1433                         *CURRENT SURVEY CONTROL
 MJ1433  ___________________________________________________________________
 MJ1433* NAD 83(1996)-  41 19 34.64110(N)    094 26 46.35944(W)     ADJUSTED  
 MJ1433* NAVD 88     -       414.9    (meters)    1361.     (feet)  VERTCON   
 MJ1433  ___________________________________________________________________
 MJ1433  X           -    -371,880.848 (meters)                     COMP
 MJ1433  Y           -  -4,782,592.643 (meters)                     COMP
 MJ1433  Z           -   4,189,957.872 (meters)                     COMP
 MJ1433  LAPLACE CORR-          -7.38  (seconds)                    DEFLEC99
 MJ1433  ELLIP HEIGHT-         385.12  (meters)          (05/06/99) GPS OBS
 MJ1433  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 MJ1433
 MJ1433  HORZ ORDER  -  THIRD
 MJ1433  ELLP ORDER  -  FOURTH    CLASS I
 MJ1433
 MJ1433.This mark is at Greenfield Municipal Airport (GFZ)
 MJ1433
 MJ1433.The horizontal coordinates were established by GPS observations
 MJ1433.and adjusted by the National Geodetic Survey in May 1999..
 MJ1433
 MJ1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1433
 MJ1433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1433
 MJ1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1433
 MJ1433.The ellipsoidal height was determined by GPS observations
 MJ1433.and is referenced to NAD 83.
 MJ1433
 MJ1433.The geoid height was determined by GEOID03.
 MJ1433
 MJ1433;                    North         East     Units Scale Factor Converg.
 MJ1433;SPC IA S     -   147,713.903   420,789.719   MT  0.99995076   -0 37 23.8
 MJ1433;UTM  15      - 4,575,988.046   378,971.564   MT  0.99978027   -0 57 18.4
 MJ1433
 MJ1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1433!SPC IA S     -   0.99993960  x   0.99995076  =   0.99989036
 MJ1433!UTM  15      -   0.99993960  x   0.99978027  =   0.99971988
 MJ1433
 MJ1433:                Primary Azimuth Mark                     Grid Az
 MJ1433:SPC IA S     -  GREENPORT AZ MK                          323 02 13.2
 MJ1433:UTM  15      -  GREENPORT AZ MK                          323 22 07.8
 MJ1433
 MJ1433|---------------------------------------------------------------------|
 MJ1433| PID    Reference Object                     Distance      Geod. Az  |
 MJ1433|                                                           dddmmss.s |
 MJ1433| MJ1434 GREENPORT AZ MK                     416.158 METERS 3222449.4 |
 MJ1433|---------------------------------------------------------------------|
 MJ1433
 MJ1433                          SUPERSEDED SURVEY CONTROL
 MJ1433
 MJ1433  NAD 83(1986)-  41 19 34.63730(N)    094 26 46.34842(W) AD(       ) 3
 MJ1433  NGVD 29 (07/09/90)  414.7    (m)         1361.     (f) GPS OBS        
 MJ1433
 MJ1433.Superseded values are not recommended for survey control.
 MJ1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1433.See file dsdata.txt to determine how the superseded data were derived.
 MJ1433
 MJ1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF7897275988(NAD 83)
 MJ1433_MARKER: I = METAL ROD
 MJ1433_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1433_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1433_STAMPING: GREENPORT 1989
 MJ1433_MARK LOGO: NGS   
 MJ1433_PROJECTION: FLUSH
 MJ1433_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1433+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1433_ROD/PIPE-DEPTH: 7.5  meters
 MJ1433_SLEEVE-DEPTH  : 0.91 meters
 MJ1433
 MJ1433  HISTORY     - Date     Condition        Report By
 MJ1433  HISTORY     - 1989     MONUMENTED       NGS
 MJ1433
 MJ1433                          STATION DESCRIPTION
 MJ1433
 MJ1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1433'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) NORTH OF GREENFIELD, AT
 MJ1433'THE GREENFIELD MUNICIPAL AIRPORT, AT SOUTH CORNER POST OF A FENCE ON
 MJ1433'THE NORTHEAST SIDE OF THE RUNWAY.  OWNERSHIP--CITY OF GREENFIELD,
 MJ1433'GREENFIELD, IA, 50849, PHONE (515) 743-2183.  THERE IS NO AIRPORT
 MJ1433'MANAGER.  CONTACT JOHN GUIKEMA, ACTING DIRECTOR AT (515) 743-6384 OR
 MJ1433'TAMMY MILLER AT CITY HALL, PHONE (515) 743-2183.
 MJ1433'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 92, ON
 MJ1433'THE EAST SIDE OF GREENFIELD, GO NORTH ON STATE HIGHWAY 25 FOR 2.25 KM
 MJ1433'(1.40 MI) TO THE JUNCTION OF A GRAVEL ROAD, COUNTY ROAD G 44.  TURN
 MJ1433'RIGHT, EAST, ON COUNTY ROAD G 44 FOR 0.95 KM (0.60 MI) TO THE AIRPORT
 MJ1433'ENTRANCE ON THE LEFT.  TURN LEFT, WEST, PASSING THROUGH A GATE, AROUND
 MJ1433'THE HANGAR ONTO THE ENTRANCE RAMP TO THE THE JUNCTION OF THE RUNWAY.
 MJ1433'TURN RIGHT, NORTHWEST, ONTO THE RUNWAY FOR 0.25 KM (0.15 MI) TO THE
 MJ1433'FOURTH RUNWAY LIGHT AND THE STATION ON THE RIGHT AT THE SOUTH CORNER
 MJ1433'POST OF A FENCE ABOUT 45.72 M (150.0 FT) NORTHEAST OF THE RUNWAY.
 MJ1433'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MJ1433'INTO THE GROUND AND ENCASED IN A 5-INCH PVC WITH A LOGO CAP SURROUNDED
 MJ1433'BY CONCRETE.  LOCATED 59.7 M (195.9 FT) NORTHEAST OF THE CENTER OF THE
 MJ1433'RUNWAY, 1.8 M (5.9 FT) SOUTHWEST OF A BARBED WIRE FENCE, 1.6 M
 MJ1433'(5.2 FT) SOUTH OF THE SOUTH CORNER POST OF THE FENCE AND 1.6 M
 MJ1433'(5.2 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 MJ1433'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MJ1433'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1434 ***********************************************************************
 MJ1434  DESIGNATION -  GREENPORT AZ MK
 MJ1434  PID         -  MJ1434
 MJ1434  STATE/COUNTY-  IA/ADAIR
 MJ1434  USGS QUAD   -  GREENFIELD (1983)
 MJ1434
 MJ1434                         *CURRENT SURVEY CONTROL
 MJ1434  ___________________________________________________________________
 MJ1434* NAD 83(1996)-  41 19 45.33067(N)    094 26 57.27522(W)     ADJUSTED  
 MJ1434* NAVD 88     -       413.8    (meters)    1358.     (feet)  VERTCON   
 MJ1434  ___________________________________________________________________
 MJ1434  X           -    -372,116.991 (meters)                     COMP
 MJ1434  Y           -  -4,782,355.027 (meters)                     COMP
 MJ1434  Z           -   4,190,204.822 (meters)                     COMP
 MJ1434  LAPLACE CORR-          -7.52  (seconds)                    DEFLEC99
 MJ1434  ELLIP HEIGHT-         384.05  (meters)          (05/06/99) GPS OBS
 MJ1434  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 MJ1434
 MJ1434  HORZ ORDER  -  THIRD
 MJ1434  ELLP ORDER  -  FOURTH    CLASS I
 MJ1434
 MJ1434.This mark is at Greenfield Municipal Airport (GFZ)
 MJ1434
 MJ1434.The horizontal coordinates were established by GPS observations
 MJ1434.and adjusted by the National Geodetic Survey in May 1999..
 MJ1434
 MJ1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1434
 MJ1434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1434
 MJ1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1434
 MJ1434.The ellipsoidal height was determined by GPS observations
 MJ1434.and is referenced to NAD 83.
 MJ1434
 MJ1434.The geoid height was determined by GEOID03.
 MJ1434
 MJ1434;                    North         East     Units Scale Factor Converg.
 MJ1434;SPC IA S     -   148,046.406   420,539.496   MT  0.99995087   -0 37 31.0
 MJ1434;UTM  15      - 4,576,321.937   378,723.314   MT  0.99978101   -0 57 25.8
 MJ1434
 MJ1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1434!SPC IA S     -   0.99993976  x   0.99995087  =   0.99989064
 MJ1434!UTM  15      -   0.99993976  x   0.99978101  =   0.99972079
 MJ1434
 MJ1434:                Primary Azimuth Mark                     Grid Az
 MJ1434:SPC IA S     -  GREENPORT                                143 02 13.2
 MJ1434:UTM  15      -  GREENPORT                                143 22 08.0
 MJ1434
 MJ1434|---------------------------------------------------------------------|
 MJ1434| PID    Reference Object                     Distance      Geod. Az  |
 MJ1434|                                                           dddmmss.s |
 MJ1434| MJ1433 GREENPORT                           416.158 METERS 1422442.2 |
 MJ1434|---------------------------------------------------------------------|
 MJ1434
 MJ1434                          SUPERSEDED SURVEY CONTROL
 MJ1434
 MJ1434  NAD 83(1986)-  41 19 45.32690(N)    094 26 57.26357(W) AD(       ) 3
 MJ1434  NGVD 29 (07/09/90)  413.7    (m)         1357.     (f) GPS OBS        
 MJ1434
 MJ1434.Superseded values are not recommended for survey control.
 MJ1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1434.See file dsdata.txt to determine how the superseded data were derived.
 MJ1434
 MJ1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF7872376322(NAD 83)
 MJ1434_MARKER: I = METAL ROD
 MJ1434_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1434_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1434_STAMPING: GREENPORT AZ MK 1989
 MJ1434_MARK LOGO: NGS   
 MJ1434_PROJECTION: FLUSH
 MJ1434_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1434+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1434_ROD/PIPE-DEPTH: 7.1  meters
 MJ1434_SLEEVE-DEPTH  : 0.91 meters
 MJ1434
 MJ1434  HISTORY     - Date     Condition        Report By
 MJ1434  HISTORY     - 1989     MONUMENTED       NGS
 MJ1434
 MJ1434                          STATION DESCRIPTION
 MJ1434
 MJ1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1434'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) NORTH OF GREENFIELD, AT
 MJ1434'THE GREENFIELD MUNICIPAL AIRPORT, ALONG THE SOUTHWEST SIDE OF A BARBED
 MJ1434'WIRE FENCE.  OWNERSHIP--CITY OF GREENFIELD, GREENFIELD, IA, 50849,
 MJ1434'PHONE (515) 743-6384.  THERE IS NO AIRPORT MANAGER.  CONTACT JOHN
 MJ1434'GUIKEMA, ACTING DIRECTOR AT (515) 743-6384 OR TAMMY MILLER AT CITY
 MJ1434'HALL, PHONE (515) 743-2183.
 MJ1434'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 92, ON
 MJ1434'THE EAST SIDE OF GREENFIELD, GO NORTH ON STATE HIGHWAY 25 FOR 2.25 KM
 MJ1434'(1.40 MI) TO THE JUNCTION OF A GRAVEL ROAD (COUNTY ROAD G 44).  TURN
 MJ1434'RIGHT, EAST, ON COUNTY ROAD G 44 FOR 0.95 KM (0.60 MI) TO THE AIRPORT
 MJ1434'ENTRANCE ON THE LEFT.  TURN LEFT, WEST, PASSING THROUGH A GATE, AND
 MJ1434'AROUND THE HANGAR ONTO THE ENTRANCE RAMP TO THE JUNCTION OF THE
 MJ1434'RUNWAY.  TURN RIGHT, NORTHWEST, ONTO THE RUNWAY FOR 0.85 KM (0.55 MI)
 MJ1434'TO THE STATION ON THE RIGHT ALONG THE SOUTHWEST SIDE OF A BARBED WIRE
 MJ1434'FENCE.
 MJ1434'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MJ1434'INTO THE GROUND AND ENCASED IN A 5-INCH PVC WITH A LOGO CAP SURROUNDED
 MJ1434'BY CONCRETE.  LOCATED 60.2 M (197.5 FT) NORTHEAST OF THE CENTER OF THE
 MJ1434'RUNWAY, 50.0 M (164.0 FT) NORTH-NORTHEAST OF A RUNWAY BEACON LIGHT,
 MJ1434'0.85 M (2.8 FT) SOUTHWEST OF THE BARBED WIRE FENCE, 0.75 M (2.5 FT)
 MJ1434'SOUTHWEST OF A FENCE POST WITH A METAL WITNESS POST AND 0.75 M
 MJ1434'(2.5 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 MJ1434'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MJ1434'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0587 ***********************************************************************
 MH0587  DESIGNATION -  GRINNEL COLLEGE STACK
 MH0587  PID         -  MH0587
 MH0587  STATE/COUNTY-  IA/POWESHIEK
 MH0587  USGS QUAD   -  GRINNELL SOUTH (1979)
 MH0587
 MH0587                         *CURRENT SURVEY CONTROL
 MH0587  ___________________________________________________________________
 MH0587* NAD 83(1996)-  41 44 52.50414(N)    092 43 10.84439(W)     ADJUSTED  
 MH0587* NAVD 88     -                                                        
 MH0587  ___________________________________________________________________
 MH0587  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 MH0587  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 MH0587
 MH0587  HORZ ORDER  -  THIRD
 MH0587
 MH0587.The horizontal coordinates were established by classical geodetic methods
 MH0587.and adjusted by the National Geodetic Survey in May 1999..
 MH0587
 MH0587
 MH0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0587
 MH0587.The geoid height was determined by GEOID03.
 MH0587
 MH0587;                    North         East     Units Scale Factor Converg.
 MH0587;SPC IA S     -   194,400.577   564,903.454   MT  0.99999390   +0 30 50.4
 MH0587;SPC IA N     - 1,027,837.846 1,564,908.543   MT  1.00007311   +0 31 43.9
 MH0587;UTM  15      - 4,621,826.409   523,306.930   MT  0.99960668   +0 11 12.0
 MH0587
 MH0587                          SUPERSEDED SURVEY CONTROL
 MH0587
 MH0587  NAD 83(1986)-  41 44 52.51246(N)    092 43 10.84693(W) AD(       ) 4
 MH0587  NAD 27      -  41 44 52.57500(N)    092 43 10.06000(W) AD(       ) 3
 MH0587
 MH0587.Superseded values are not recommended for survey control.
 MH0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0587.See file dsdata.txt to determine how the superseded data were derived.
 MH0587
 MH0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2330721826(NAD 83)
 MH0587_MARKER: 63 = STACK
 MH0587
 MH0587  HISTORY     - Date     Condition        Report By
 MH0587  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0587
 MH0587                          STATION DESCRIPTION
 MH0587
 MH0587'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0586 ***********************************************************************
 MH0586  DESIGNATION -  GRINNEL MUNICIPAL TANK
 MH0586  PID         -  MH0586
 MH0586  STATE/COUNTY-  IA/POWESHIEK
 MH0586  USGS QUAD   -  GRINNELL SOUTH (1979)
 MH0586
 MH0586                         *CURRENT SURVEY CONTROL
 MH0586  ___________________________________________________________________
 MH0586* NAD 83(1996)-  41 44 24.52914(N)    092 43 30.38983(W)     ADJUSTED  
 MH0586* NAVD 88     -                                                        
 MH0586  ___________________________________________________________________
 MH0586  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 MH0586  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 MH0586
 MH0586  HORZ ORDER  -  THIRD
 MH0586
 MH0586.The horizontal coordinates were established by classical geodetic methods
 MH0586.and adjusted by the National Geodetic Survey in May 1999..
 MH0586
 MH0586
 MH0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0586
 MH0586.The geoid height was determined by GEOID03.
 MH0586
 MH0586;                    North         East     Units Scale Factor Converg.
 MH0586;SPC IA S     -   193,533.486   564,459.572   MT  0.99999262   +0 30 37.5
 MH0586;UTM  15      - 4,620,962.203   522,858.274   MT  0.99960643   +0 10 58.8
 MH0586
 MH0586                          SUPERSEDED SURVEY CONTROL
 MH0586
 MH0586  NAD 83(1986)-  41 44 24.53730(N)    092 43 30.39310(W) AD(       ) 4
 MH0586  NAD 27      -  41 44 24.56000(N)    092 43 29.70400(W) AD(       ) 3
 MH0586
 MH0586.Superseded values are not recommended for survey control.
 MH0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0586.See file dsdata.txt to determine how the superseded data were derived.
 MH0586
 MH0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2285820962(NAD 83)
 MH0586_MARKER: 51 = TANK
 MH0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0586+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 MH0586
 MH0586  HISTORY     - Date     Condition        Report By
 MH0586  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0586  HISTORY     - 1969     GOOD             CGS
 MH0586  HISTORY     - 20040808 GOOD             GEOCAC
 MH0586
 MH0586                          STATION DESCRIPTION
 MH0586
 MH0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0586'THE STATION IS THE FINIAL KNOB ATOP THE GRINNELL, MUNICIPAL WATER
 MH0586'TANK THAT IS LOCATED ABOUT 0.2 MILE EAST OF STATE HIGHWAY 146 AND AT
 MH0586'THE INTERSECTION OF MAIN ST. AND SECOND AVE. IN THE CITY OF
 MH0586'GRINNELL.  THE TANK IS CYLINDRICAL IN SHAPE, SUPPORTED BY 6
 MH0586'STRUCTURAL STEEL LEGS AND PAINTED ALUIMUN IN COLOR WITH A RED TOP.
 MH0586'IT IS 140 FEET IN HEIGHT.
 MH0586'
 MH0586'THIS STATION WAS LOCATED IN 1930, BUT THERE IS NO DESCRIPTION
 MH0586'AVAILABLE.
 MH0586
 MH0586                          STATION RECOVERY (2004)
 MH0586
 MH0586'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 MH0586'FOUND WITHIN HANDHELD ACCURACY OF GIVEN COORDINATES. CYLINDRICAL TANK
 MH0586'WITH ROUND BOTTOM AND SIX LEGS, PAINTED SILVER WITH RED CONICAL ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0583 ***********************************************************************
 MH0583  DESIGNATION -  GRINNEL SPAULDING CO STACK
 MH0583  PID         -  MH0583
 MH0583  STATE/COUNTY-  IA/POWESHIEK
 MH0583  USGS QUAD   -  GRINNELL SOUTH (1979)
 MH0583
 MH0583                         *CURRENT SURVEY CONTROL
 MH0583  ___________________________________________________________________
 MH0583* NAD 83(1996)-  41 44 32.44831(N)    092 43 48.43252(W)     ADJUSTED  
 MH0583* NAVD 88     -                                                        
 MH0583  ___________________________________________________________________
 MH0583  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 MH0583  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 MH0583
 MH0583  HORZ ORDER  -  THIRD
 MH0583
 MH0583.The horizontal coordinates were established by classical geodetic methods
 MH0583.and adjusted by the National Geodetic Survey in May 1999..
 MH0583
 MH0583
 MH0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0583
 MH0583.The geoid height was determined by GEOID03.
 MH0583
 MH0583;                    North         East     Units Scale Factor Converg.
 MH0583;SPC IA S     -   193,774.097   564,040.507   MT  0.99999298   +0 30 25.6
 MH0583;UTM  15      - 4,621,205.111   522,440.753   MT  0.99960620   +0 10 46.9
 MH0583
 MH0583                          SUPERSEDED SURVEY CONTROL
 MH0583
 MH0583  NAD 83(1986)-  41 44 32.45657(N)    092 43 48.43471(W) AD(       ) 4
 MH0583  NAD 27      -  41 44 32.47700(N)    092 43 47.75200(W) AD(       ) 3
 MH0583
 MH0583.Superseded values are not recommended for survey control.
 MH0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0583.See file dsdata.txt to determine how the superseded data were derived.
 MH0583
 MH0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2244121205(NAD 83)
 MH0583_MARKER: 63 = STACK
 MH0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0583+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 MH0583
 MH0583  HISTORY     - Date     Condition        Report By
 MH0583  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0583  HISTORY     - 20040808 GOOD             GEOCAC
 MH0583
 MH0583                          STATION DESCRIPTION
 MH0583
 MH0583'DESCRIBED BY GEOCACHING 2004 (BDH)
 MH0583'FOUND WITHIN HANDHELD ACCURACY OF GIVEN COORDINATES. THE TOP PART OF
 MH0583'THE STACK IS GONE SO BEGINNING LETTERS OF NAME ARE MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0445 ***********************************************************************
 MJ0445  DESIGNATION -  GRISWOLD
 MJ0445  PID         -  MJ0445
 MJ0445  STATE/COUNTY-  IA/CASS
 MJ0445  USGS QUAD   -  GRISWOLD (1978)
 MJ0445
 MJ0445                         *CURRENT SURVEY CONTROL
 MJ0445  ___________________________________________________________________
 MJ0445* NAD 83(1986)-  41 14 10.     (N)    095 08 27.     (W)     SCALED    
 MJ0445* NAVD 88     -       336.310  (meters)    1103.38   (feet)  ADJUSTED  
 MJ0445  ___________________________________________________________________
 MJ0445  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 MJ0445  DYNAMIC HT  -         336.178 (meters)    1102.94  (feet)  COMP
 MJ0445  MODELED GRAV-     980,220.2   (mgal)                       NAVD 88
 MJ0445
 MJ0445  VERT ORDER  -  SECOND    CLASS 0
 MJ0445
 MJ0445.The horizontal coordinates were scaled from a topographic map and have
 MJ0445.an estimated accuracy of +/- 6 seconds.
 MJ0445
 MJ0445.The orthometric height was determined by differential leveling
 MJ0445.and adjusted by the National Geodetic Survey in June 1991..
 MJ0445
 MJ0445.The geoid height was determined by GEOID03.
 MJ0445
 MJ0445.The dynamic height is computed by dividing the NAVD 88
 MJ0445.geopotential number by the normal gravity value computed on the
 MJ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0445.degrees latitude (g = 980.6199 gals.).
 MJ0445
 MJ0445.The modeled gravity was interpolated from observed gravity values.
 MJ0445
 MJ0445;                    North         East    Units  Estimated Accuracy
 MJ0445;SPC IA S     -   138,570.      362,460.      MT  (+/- 180 meters Scaled)
 MJ0445
 MJ0445                          SUPERSEDED SURVEY CONTROL
 MJ0445
 MJ0445  NGVD 29 (??/??/92)  336.240  (m)         1103.15   (f) ADJ UNCH    2 0
 MJ0445
 MJ0445.Superseded values are not recommended for survey control.
 MJ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0445.See file dsdata.txt to determine how the superseded data were derived.
 MJ0445
 MJ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF205671(NAD 83)
 MJ0445_MARKER: DB = BENCH MARK DISK
 MJ0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0445_STAMPING: GRISWOLD 1934
 MJ0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0445+STABILITY: SURFACE MOTION
 MJ0445
 MJ0445  HISTORY     - Date     Condition        Report By
 MJ0445  HISTORY     - 1934     MONUMENTED       CGS
 MJ0445
 MJ0445                          STATION DESCRIPTION
 MJ0445
 MJ0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MJ0445'AT GRISWOLD.
 MJ0445'AT GRISWOLD, CASS COUNTY, AT THE PUBLIC SCHOOL, 102 FEET WEST
 MJ0445'OF THE FRONT ENTRANCE, 111 FEET NORTH OF THE CENTERLINE OF THE
 MJ0445'EAST-AND-WEST STREET, 60 FEET EAST OF THE CENTERLINE OF THE
 MJ0445'NORTH-AND-SOUTH STREET, 4 FEET NORTH OF THE CENTER OF THE FRONT
 MJ0445'ENTRANCE, AT THE FLAGPOLE, AND IN THE TOP OF THE CONCRETE
 MJ0445'FOUNDATION.  A STANDARD DISK, STAMPED GRISWOLD 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0635 ***********************************************************************
 OQ0635  DESIGNATION -  GROTEWOLD
 OQ0635  PID         -  OQ0635
 OQ0635  STATE/COUNTY-  IA/LYON
 OQ0635  USGS QUAD   -  LARCHWOOD (1971)
 OQ0635
 OQ0635                         *CURRENT SURVEY CONTROL
 OQ0635  ___________________________________________________________________
 OQ0635* NAD 83(1996)-  43 28 20.52793(N)    096 24 40.06702(W)     ADJUSTED  
 OQ0635* NAVD 88     -       462.6    (meters)    1518.     (feet)  VERTCON   
 OQ0635  ___________________________________________________________________
 OQ0635  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 OQ0635  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 OQ0635
 OQ0635  HORZ ORDER  -  FIRST
 OQ0635
 OQ0635.The horizontal coordinates were established by classical geodetic methods
 OQ0635.and adjusted by the National Geodetic Survey in May 1999..
 OQ0635
 OQ0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0635
 OQ0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0635
 OQ0635.The geoid height was determined by GEOID03.
 OQ0635
 OQ0635;                    North         East     Units Scale Factor Converg.
 OQ0635;SPC IA N     - 1,223,151.420 1,264,486.326   MT  1.00004408   -1 58 22.8
 OQ0635;UTM  14      - 4,816,528.604   709,394.806   MT  1.00013937   +1 46 54.5
 OQ0635
 OQ0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0635!SPC IA N     -   0.99993162  x   1.00004408  =   0.99997570
 OQ0635!UTM  14      -   0.99993162  x   1.00013937  =   1.00007098
 OQ0635
 OQ0635|---------------------------------------------------------------------|
 OQ0635| PID    Reference Object                     Distance      Geod. Az  |
 OQ0635|                                                           dddmmss.s |
 OQ0635| CO3187 GROTEWOLD AZ MK                     346.294 METERS 01359     |
 OQ0635| CO3188 GROTEWOLD RM 1                       18.285 METERS 15230     |
 OQ0635| OQ0706 ALVIN RM 3                          APPROX.16.5 KM 2481601.6 |
 OQ0635| CO3189 GROTEWOLD RM 2                       19.790 METERS 32029     |
 OQ0635| OQ0634 GROTEWOLD RM A                       25.820 METERS 35918     |
 OQ0635|---------------------------------------------------------------------|
 OQ0635
 OQ0635                          SUPERSEDED SURVEY CONTROL
 OQ0635
 OQ0635  NAD 83(1996)-  43 28 20.52793(N)    096 24 40.06702(W) AD(       ) 1
 OQ0635  NAD 83(1996)-  43 28 20.52784(N)    096 24 40.06693(W) AD(       ) 1
 OQ0635  NAD 83(1996)-  43 28 20.52845(N)    096 24 40.06013(W) AD(       ) 1
 OQ0635  NAD 83(1986)-  43 28 20.52850(N)    096 24 40.05199(W) AD(       ) 1
 OQ0635  NAD 27      -  43 28 20.62729(N)    096 24 38.89316(W) AD(       ) 1
 OQ0635  NGVD 29 (07/19/86)  462.3    (m)         1517.     (f) VERT ANG       
 OQ0635
 OQ0635.Superseded values are not recommended for survey control.
 OQ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0635.See file dsdata.txt to determine how the superseded data were derived.
 OQ0635
 OQ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0939516529(NAD 83)
 OQ0635_MARKER: DS = TRIANGULATION STATION DISK
 OQ0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0635_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OQ0635
 OQ0635  HISTORY     - Date     Condition        Report By
 OQ0635  HISTORY     - 1966     MONUMENTED       CGS
 OQ0635
 OQ0635                          STATION DESCRIPTION
 OQ0635
 OQ0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 OQ0635'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF LESTER, ABOUT
 OQ0635'3 MILES SOUTHEAST OF THE JUNCTION OF THE SOUTH DAKOTA-MINNESOTA-IOWA
 OQ0635'STATE LINES, ABOUT 1-1/2 MILE NORTHEAST OF LARCHWOOD.  THE STATION
 OQ0635'IS IN THE STATE OF IOWA SEC. 20, T. 100 N., R 47 W. AND ON
 OQ0635'PROPERTY OWNED AND OPERATED BY MR. HARVEY GROTEWOLD.  THE STATION
 OQ0635'MARK IS 116 FEET WEST OF A WELL, 27-1/2 FEET EAST-NORTHEAST
 OQ0635'OF A 14 INCH ELM TREE, 27 FEET SOUTHWEST OF A 30 INCH ASH
 OQ0635'TREE, 11 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN
 OQ0635'ATTACHED AND 10 FEET NORTH OF EAST-WEST FENCELINE.
 OQ0635'STATION IS MARKED BY A STANDARD TRIANGULATION STATION
 OQ0635'DISK SET IN THE TOP OF AN 13 INCH CONCRETE CYLINDER MONUMENT
 OQ0635'THAT IS 18 INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK IS
 OQ0635'STAMPED GROTEWOLD 1966.
 OQ0635'
 OQ0635'TO REACH THE STATION FROM THE POST OFFICE IN LARCHWOOD, IOWA.  GO
 OQ0635'SOUTH ON THE MAIN STREET FOR 0.05 MILE TO A CROSSROAD, TURN LEFT
 OQ0635'AND GO EAST ON STATE HIGHWAY 9 FOR 0.15 MILE TO A FORK, KEEP LEFT
 OQ0635'AND CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A CROSSROAD.  TURN
 OQ0635'LEFT AND GO NORTH ON SURFACED ROAD FOR 0.6 MILE TO A
 OQ0635'CROSSROAD.  TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 1.0 MILE
 OQ0635'TO A CROSSROAD.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR
 OQ0635'0.6 MILE TO A DRIVEWAY ON THE LEFT.  (CONTINUE NORTH ON
 OQ0635'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 OQ0635'EAST SIDE OF ROAD).  TURN LEFT INTO DRIVEWAY AND GO TO THE
 OQ0635'WEST SIDE OF LAWN FENCE, THEN NORTH BETWEEN HOUSE AND CHICKEN
 OQ0635'HOUSE FOR ABOUT 400 FEET TO STATION AS DESCRIBED.
 OQ0635'
 OQ0635'AZIMUTH MARK IS 32 FEET EAST OF THE APPROXIMATE CENTER OF GRAVEL
 OQ0635'ROAD, 3 FEET NORTHWEST OF UTILITY POLE AND 2.8 FEET SOUTH OF METAL
 OQ0635'WITNESS POST THAT HAS SIGN ATTACHED.  IT IS MARKED BY A STANDARD
 OQ0635'AZIMUTH MARK DISK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 OQ0635'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 OQ0635'GROUND.  THE DISK IS STAMPED GROTEWOLD 1966.
 OQ0635'
 OQ0635'REFERENCE MARK NO. 1 IS 102 FEET SOUTHWEST OF A WELL, 43-1/2
 OQ0635'FEET SOUTH OF FENCE CORNER AND 23-1/2 FEET NORTH OF FENCE
 OQ0635'CORNER.  IT IS MARKED BY A STANDARD DISK SET IN THE TOP OF A 12
 OQ0635'INCH CONCRETE CYLINDER MONUMENT THAT IS SET FLUSH WITH THE SURFACE
 OQ0635'OF THE GROUND.  THE DISK IS STAMPED GROTEWOLD NO 1 1966.
 OQ0635'
 OQ0635'REFERENCE MARK NO. 2 IS 31-1/2 FEET NORTHWEST OF A BOX ELDER TREE
 OQ0635'AND IN FENCELINE.  IT IS MARKED BY A STANDARD DISK SET IN THE TOP
 OQ0635'OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE
 OQ0635'SURFACE OF THE GROUND.  THE DISK IS STAMPED GROTEWOLD NO 2 1966.
 OQ0635'
 OQ0635'HEIGHT OF LIGHT ABOVE STATION MARK PLATE 22.72 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CO3187 ***********************************************************************
 CO3187  DESIGNATION -  GROTEWOLD AZ MK
 CO3187  PID         -  CO3187
 CO3187  STATE/COUNTY-  IA/LYON
 CO3187  USGS QUAD   -  LARCHWOOD (1971)
 CO3187
 CO3187                         *CURRENT SURVEY CONTROL
 CO3187  ___________________________________________________________________
 CO3187* NAD 83(1996)-  43 28 31.41630(N)    096 24 36.34419(W)     ADJUSTED  
 CO3187* NAVD 88     -       459.1    (meters)    1506.     (feet)  GPS OBS   
 CO3187  ___________________________________________________________________
 CO3187  X           -    -517,591.534 (meters)                     COMP
 CO3187  Y           -  -4,607,104.106 (meters)                     COMP
 CO3187  Z           -   4,366,275.967 (meters)                     COMP
 CO3187  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 CO3187  ELLIP HEIGHT-         432.63  (meters)          (06/28/06) GPS OBS
 CO3187  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CO3187
 CO3187  HORZ ORDER  -  FIRST
 CO3187  ELLP ORDER  -  FOURTH    CLASS I
 CO3187
 CO3187.The horizontal coordinates were established by GPS observations
 CO3187.and adjusted by the MN DEPT OF TRANSP in June 2006..
 CO3187
 CO3187.The orthometric height was determined by GPS observations and a
 CO3187.high-resolution geoid model.
 CO3187
 CO3187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO3187
 CO3187.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO3187
 CO3187.The ellipsoidal height was determined by GPS observations
 CO3187.and is referenced to NAD 83.
 CO3187
 CO3187.The geoid height was determined by GEOID03.
 CO3187
 CO3187;                    North         East     Units Scale Factor Converg.
 CO3187;SPC IA N     - 1,223,484.388 1,264,581.520   MT  1.00004482   -1 58 20.3
 CO3187;UTM  14      - 4,816,867.124   709,467.997   MT  1.00013974   +1 46 57.4
 CO3187
 CO3187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO3187!SPC IA N     -   0.99993216  x   1.00004482  =   0.99997698
 CO3187!UTM  14      -   0.99993216  x   1.00013974  =   1.00007189
 CO3187
 CO3187                          SUPERSEDED SURVEY CONTROL
 CO3187
 CO3187.No superseded survey control is available for this station.
 CO3187
 CO3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0946816867(NAD 83)
 CO3187_MARKER: DZ = AZIMUTH MARK DISK
 CO3187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO3187_STAMPING: GROTWOLD AZIMUTH MARK 1966
 CO3187_MARK LOGO: CGS   
 CO3187_PROJECTION: PROJECTING 13 CENTIMETERS
 CO3187_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CO3187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO3187+STABILITY: SURFACE MOTION
 CO3187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO3187+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 CO3187
 CO3187  HISTORY     - Date     Condition        Report By
 CO3187  HISTORY     - 1966     MONUMENTED       CGS
 CO3187  HISTORY     - 20051115 GOOD             MNDT
 CO3187
 CO3187                          STATION DESCRIPTION
 CO3187
 CO3187'DESCRIBED BY MN DEPT OF TRANSP 2005
 CO3187'LOCATED 4.73 MILES NORTH-NORTHEAST OF LARCHWOOD.  0.65 MILES NORTH
 CO3187'ALONG CHESTNUT AVENUE FROM THE JUNCTION OF CHESTNUT AVENUE AND TRUNK
 CO3187'HIGHWAY 9 IN LARCHWOOD, THENCE 1.0 MILES EAST ON 130TH STREET, THENCE
 CO3187'0.90 MILES NORTH ON CLEVELAND AVE, 0.1 MILES SOUTH OF THE JUNCTION OF
 CO3187'CLEVELAND AVENUE AND 120TH STREET, 32.2 FEET EAST OF CLEVELAND AVENUE,
 CO3187'2.8 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0634 ***********************************************************************
 OQ0634  DESIGNATION -  GROTEWOLD RM A
 OQ0634  PID         -  OQ0634
 OQ0634  STATE/COUNTY-  IA/LYON
 OQ0634  USGS QUAD   -  LARCHWOOD (1971)
 OQ0634
 OQ0634                         *CURRENT SURVEY CONTROL
 OQ0634  ___________________________________________________________________
 OQ0634* NAD 83(1996)-  43 28 21.36451(N)    096 24 40.08118(W)     ADJUSTED  
 OQ0634* NAVD 88     -       462.3    (meters)    1517.     (feet)  VERTCON   
 OQ0634  ___________________________________________________________________
 OQ0634  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 OQ0634  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 OQ0634
 OQ0634  HORZ ORDER  -  FIRST
 OQ0634
 OQ0634.The horizontal coordinates were established by classical geodetic methods
 OQ0634.and adjusted by the National Geodetic Survey in May 1999..
 OQ0634
 OQ0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0634
 OQ0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0634
 OQ0634.The geoid height was determined by GEOID03.
 OQ0634
 OQ0634;                    North         East     Units Scale Factor Converg.
 OQ0634;SPC IA N     - 1,223,177.235 1,264,486.897   MT  1.00004414   -1 58 22.8
 OQ0634;UTM  14      - 4,816,554.403   709,393.685   MT  1.00013936   +1 46 54.5
 OQ0634
 OQ0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0634!SPC IA N     -   0.99993167  x   1.00004414  =   0.99997581
 OQ0634!UTM  14      -   0.99993167  x   1.00013936  =   1.00007102
 OQ0634
 OQ0634:                Primary Azimuth Mark                     Grid Az
 OQ0634:SPC IA N     -  STEEN                                    058 04 08.4
 OQ0634:UTM  14      -  STEEN                                    054 18 51.1
 OQ0634
 OQ0634|---------------------------------------------------------------------|
 OQ0634| PID    Reference Object                     Distance      Geod. Az  |
 OQ0634|                                                           dddmmss.s |
 OQ0634| OQ0678 STEEN                               APPROX.11.4 KM 0560545.6 |
 OQ0634| OQ0635 GROTEWOLD                            25.820 METERS 17918     |
 OQ0634| OQ0706 ALVIN RM 3                          APPROX.16.5 KM 2481100.7 |
 OQ0634|---------------------------------------------------------------------|
 OQ0634
 OQ0634                          SUPERSEDED SURVEY CONTROL
 OQ0634
 OQ0634  NAD 83(1996)-  43 28 21.36451(N)    096 24 40.08119(W) AD(       ) 1
 OQ0634  NAD 83(1996)-  43 28 21.36442(N)    096 24 40.08110(W) AD(       ) 1
 OQ0634  NAD 83(1996)-  43 28 21.36503(N)    096 24 40.07429(W) AD(       ) 1
 OQ0634  NAD 83(1986)-  43 28 21.36525(N)    096 24 40.06615(W) AD(       ) 1
 OQ0634  NAD 27      -  43 28 21.46388(N)    096 24 38.90735(W) AD(       ) 1
 OQ0634  NGVD 29 (07/19/86)  462.0    (m)         1516.     (f) VERT ANG       
 OQ0634
 OQ0634.Superseded values are not recommended for survey control.
 OQ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0634.See file dsdata.txt to determine how the superseded data were derived.
 OQ0634
 OQ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0939416554(NAD 83)
 OQ0634_MARKER: DS = TRIANGULATION STATION DISK
 OQ0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0634+STABILITY: SURFACE MOTION
 OQ0634
 OQ0634  HISTORY     - Date     Condition        Report By
 OQ0634  HISTORY     - 1966     MONUMENTED       CGS
 OQ0634
 OQ0634                          STATION DESCRIPTION
 OQ0634
 OQ0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 OQ0634'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME
 OQ0634'PROPERTY AS TRIANGULATION STATION GROTEWOLD.
 OQ0634'
 OQ0634'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK,
 OQ0634'THE DISK IS SET IN A 12 INCH CONCRETE CYLINDER MONUMENT
 OQ0634'THAT IS SET 12 INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK
 OQ0634'IS STAMPED GROTEWOLD RM A 1966.  THE MARK IS 47 FEET SOUTH-EAST
 OQ0634'OF A FENCE CORNER, 42-1/2 FEET EAST OF A NORTH-SOUTH FENCE LINE,
 OQ0634'21-1/2 FEET SOUTH OF AN EAST-WEST FENCE LINE, AND 20 FEET WEST
 OQ0634'OF A 24 INCH BOXELDER TREE.
 OQ0634'
 OQ0634'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GROTEWOLD,
 OQ0634'DISTANCE BEING 25.822 METERS OR 84.72 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0847 ***********************************************************************
 ON0847  DESIGNATION -  GRUBER RESET
 ON0847  PID         -  ON0847
 ON0847  STATE/COUNTY-  IA/ALLAMAKEE
 ON0847  USGS QUAD   -  CHURCH (1976)
 ON0847
 ON0847                         *CURRENT SURVEY CONTROL
 ON0847  ___________________________________________________________________
 ON0847* NAD 83(1996)-  43 20 48.13865(N)    091 21 28.81033(W)     ADJUSTED  
 ON0847* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 ON0847  ___________________________________________________________________
 ON0847  LAPLACE CORR-          -7.48  (seconds)                    DEFLEC99
 ON0847  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 ON0847
 ON0847  HORZ ORDER  -  FIRST
 ON0847
 ON0847.The horizontal coordinates were established by classical geodetic methods
 ON0847.and adjusted by the National Geodetic Survey in May 1999..
 ON0847
 ON0847.The orthometric height was scaled from a topographic map.
 ON0847
 ON0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0847
 ON0847.The geoid height was determined by GEOID03.
 ON0847
 ON0847;                    North         East     Units Scale Factor Converg.
 ON0847;SPC IA N     - 1,207,334.437 1,673,659.405   MT  1.00001561   +1 27 06.2
 ON0847;SPC MN S     -   141,986.834 1,014,204.857   MT  1.00012314   +1 51 06.7
 ON0847;SPC WI S     -   150,502.386   489,904.009   MT  0.99993300   -0 55 59.1
 ON0847;SPC WI S     -   493,773.24  1,607,293.40   sFT  0.99993300   -0 55 59.1
 ON0847;UTM  15      - 4,800,626.130   633,082.604   MT  0.99981786   +1 07 38.1
 ON0847
 ON0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0847!SPC IA N     -   0.99994480  x   1.00001561  =   0.99996041
 ON0847!SPC MN S     -   0.99994480  x   1.00012314  =   1.00006794
 ON0847!SPC WI S     -   0.99994480  x   0.99993300  =   0.99987781
 ON0847!UTM  15      -   0.99994480  x   0.99981786  =   0.99976267
 ON0847
 ON0847:                Primary Azimuth Mark                     Grid Az
 ON0847:SPC IA N     -  GRUBER RM 1                              047 45 05.7
 ON0847:SPC MN S     -  GRUBER RM 1                              047 21 05.2
 ON0847:SPC WI S     -  GRUBER RM 1                              050 08 11.0
 ON0847:UTM  15      -  GRUBER RM 1                              048 04 33.8
 ON0847
 ON0847|---------------------------------------------------------------------|
 ON0847| PID    Reference Object                     Distance      Geod. Az  |
 ON0847|                                                           dddmmss.s |
 ON0847| CI6447 GRUBER RM 1                                        0491211.9 |
 ON0847| ON0846 CHURCH LANSING RIDGE CH SPIRE       APPROX. 1.7 KM 0662619.5 |
 ON0847| ON0843 PAINT CREEK LUTHERAN CH SPIRE       APPROX.11.6 KM 1420624.5 |
 ON0847| CI6448 GRUBER RM 2                          82.400 METERS 16658     |
 ON0847| CI6453 GRUBER RM 7                          37.186 METERS 16718     |
 ON0847| ON0845 WEST PAINT CREEK LUTH CH SPIRE      APPROX. 9.5 KM 1803705.1 |
 ON0847| CI6451 GRUBER RM 5                          44.401 METERS 18148     |
 ON0847| ON0849 WAUKON ST PATRICKS CATH CH TWR      APPROX.13.1 KM 2282648.7 |
 ON0847| CI6449 GRUBER RM 3                          27.645 METERS 24036     |
 ON0847| ON0852 ALLAMAKEE CO HOME WATER TANK        APPROX. 8.6 KM 2453512.6 |
 ON0847| ON0853 LYCURGUS ST MARYS CHURCH SPIRE      APPROX. 5.6 KM 2525921.8 |
 ON0847| ON0860 WEST RIDGE CATH CH BELFRY           APPROX.19.3 KM 2585618.9 |
 ON0847| CI6452 GRUBER RM 6                          38.457 METERS 27743     |
 ON0847| CI6450 GRUBER RM 4                          30.500 METERS 32406     |
 ON0847| ON0788 CALEDONIA CHURCH SPIRE              APPROX.33.7 KM 3403133.6 |
 ON0847| ON0787 CALEDONIA MUNICIPAL STANDPIPE       APPROX.33.9 KM 3405726.1 |
 ON0847|---------------------------------------------------------------------|
 ON0847
 ON0847                          SUPERSEDED SURVEY CONTROL
 ON0847
 ON0847  NAD 83(1996)-  43 20 48.13866(N)    091 21 28.81032(W) AD(       ) 1
 ON0847  NAD 83(1996)-  43 20 48.13196(N)    091 21 28.81074(W) AD(       ) 1
 ON0847  NAD 83(1986)-  43 20 48.13170(N)    091 21 28.81073(W) AD(       ) 1
 ON0847  NAD 27      -  43 20 48.21760(N)    091 21 28.33120(W) AD(       ) 1
 ON0847
 ON0847.Superseded values are not recommended for survey control.
 ON0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0847.See file dsdata.txt to determine how the superseded data were derived.
 ON0847
 ON0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3308300626(NAD 83)
 ON0847_MARKER: DS = TRIANGULATION STATION DISK
 ON0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0847
 ON0847  HISTORY     - Date     Condition        Report By
 ON0847  HISTORY     - 1931     MONUMENTED       CGS
 ON0847  HISTORY     - 1934     GOOD             IAGS
 ON0847  HISTORY     - 1950     GOOD             CGS
 ON0847  HISTORY     - 1961     SEE DESCRIPTION  CGS
 ON0847  HISTORY     - 1978     SEE DESCRIPTION  NGS
 ON0847  HISTORY     - 1978     GOOD             IAHD
 ON0847
 ON0847                          STATION DESCRIPTION
 ON0847
 ON0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 ON0847'SEVEN AND ONE-HALF MILES WEST OF LANSING, 8 MILES NORTHEAST OF
 ON0847'WAUKON, OPPOSITE LANSING RIDGE CEMETERY, ON LAND OWNED BY
 ON0847'THE GRUBER BROTHERS, 85 METERS (279 FEET) NORTH OF CENTERLINE
 ON0847'OF ROUTE 9, 39 METERS (128 FEET) EAST OF CENTERLINE OF DIRT
 ON0847'ROAD LEADING NORTH DIRECTLY OPPOSITE CEMETERY, 5.75 METERS (18.9
 ON0847'FEET) WEST OF NORTHWEST CORNER OF OLD ABANDONED STONE FARMHOUSE,
 ON0847'AND 4 METERS (13 FEET) EAST OF NORTHEAST CORNER OF OLD STONE
 ON0847'SMOKEHOUSE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 ON0847'STATION DISKS IN CONCRETE.  REFERENCE MARKS
 ON0847'ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 ON0847'JUST NORTH OF SMALL GROVE OF LARGE TREES, IN FENCE LINE
 ON0847'BETWEEN CULTIVATED FIELD AND PASTURE LAND, 65 METERS (213
 ON0847'FEET) NORTH OF CENTERLINE OF ROUTE 9, AND APPROXIMATELY
 ON0847'ONE-FOURTH MILE FROM STATION N 49 DEG 12 MIN E.
 ON0847'NO. 2 IS IN SOUTHWEST CORNER OF FARMYARD, IN NORTHEAST
 ON0847'CORNER OF INTERSECTION OF ROUTE 9 AND DIRT ROAD LEADING
 ON0847'NORTH OF CEMETERY, 1 METER (3 FEET) NORTH OF CORNER POST, AND
 ON0847'82.4 METERS (270 FEET) FROM STATION N 66 DEG 58 MIN E.
 ON0847'BEARING FROM STATION TO LYCURGUS, ST. MARYS CATHOLIC
 ON0847'CHURCH, LIGHTNING ROD ON DOME, IS S 72 DEG 59 MIN W.
 ON0847
 ON0847                          STATION RECOVERY (1934)
 ON0847
 ON0847'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 ON0847'RECOVERED AS DESCRIBED.
 ON0847
 ON0847                          STATION RECOVERY (1950)
 ON0847
 ON0847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ON0847'THE STATION WAS RECOVERED AS DESCRIBED BY H.W.H. IN 1931, AND
 ON0847'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE N-S SIDE ROAD IS
 ON0847'BEING WIDENED, AND IT WAS NECESSARY TO REMOVE REFERENCE MARK 2.
 ON0847'TWO ADDITIONAL MARKS WERE SET (REFERENCE MARKS 3 AND 4).  A
 ON0847'COMPLETE NEW DESCRIPTION FOLLOWS--
 ON0847'
 ON0847'THE STATION IS LOCATED ABOUT 8 MI. NE OF WAUKON, ABOUT 7-1/2 MI.
 ON0847'W OF LANSING, ACROSS THE HIGHWAY FROM A SMALL CEMETERY, ON
 ON0847'PROPERTY OWNED BY THE GRUBER BROTHERS.  IT IS 18 FT. W OF
 ON0847'THE SW CORNER OF AN ABANDONED HOUSE, 12 FT. E OF THE NE CORNER
 ON0847'OF AN OLD STONE SMOKEHOUSE, 22 FT. S OF AN E-W LINE OF TREES,
 ON0847'AND 279 FT. N OF THE CENTERLINE OF STATE HIGHWAY 9.  THE
 ON0847'SURFACE MARK IS A BRONZE STATION DISK, STAMPED GRUBER 1931 AND
 ON0847'SET FLUSH WITH THE GROUND.  IT IS SET IN CONCRETE.  SUBSURFACE
 ON0847'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 ON0847'
 ON0847'REFERENCE MARK 3 IS 34 FT. E OF THE CENTERLINE OF A GRADED
 ON0847'ROAD, 8 FT. S OF AN 8-IN. TREE, AND 1 FT. E OF A FENCE LINE.  IT
 ON0847'IS A BRONZE REFERENCE DISK, STAMPED GRUBER NO 3 1950 AND PROJECTS
 ON0847'4 IN.  IT IS SET IN CONCRETE.
 ON0847'
 ON0847'REFERENCE MARK 4 IS 81 FT. W OF THE SW CORNER OF A LARGE
 ON0847'STATIONARY CORNCRIB, 40 FT. E OF A FENCE CORNER, AND 1 FT. S OF A
 ON0847'FENCE LINE.  IT IS A BRONZE REFERENCE DISK, STAMPED GRUBER NO 4
 ON0847'1950 AND PROJECTS 3 IN.  IT IS SET IN CONCRETE.
 ON0847'
 ON0847'REFERENCE MARK 1 (AZIMUTH MARK) IS JUST N OF A SMALL GROUP OF
 ON0847'TREES, IN A FENCE LINE BETWEEN PASTURE LAND AND A CULTIVATED
 ON0847'FIELD, 213 FT. N OF THE CENTERLINE OF HIGHWAY 9.  IT IS A BRONZE
 ON0847'REFERENCE DISK, STAMPED GRUBER NO 1 1931 AND SET IN CONCRETE
 ON0847'PROJECTING 8 IN.
 ON0847'
 ON0847'TO REACH THE STATION FROM THE COURTHOUSE IN WAUKON, GO NE ON
 ON0847'STATE HIGHWAY 9 FOR 8.8 MI. TO A SIDE ROAD LEFT JUST OPPOSITE A
 ON0847'SMALL CEMETERY, AND THE STATION AS DESCRIBED.  TO REACH
 ON0847'THE AZIMUTH MARK, CONTINUE ON THE HIGHWAY FOR 0.25 MI. TO THE MARK
 ON0847'ON THE LEFT AS DESCRIBED.
 ON0847'
 ON0847'OBSERVATIONS MADE FROM A 4-FT. STAND
 ON0847
 ON0847                          STATION RECOVERY (1961)
 ON0847
 ON0847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0847'THE STATION, REFERENCE MARKS 1 AND 3 WERE RECOVERED AND FOUND
 ON0847'IN GOOD CONDITION.  REFERENCE MARK 4 HAS BEEN KNOCKED OUT AND
 ON0847'SHOULD BE CONSIDERED LOST.  THE STATION WAS LOWERED AT THE
 ON0847'REQUEST OF THE PROPERTY OWNER AND REFERENCE MARKS 5 AND 6
 ON0847'WERE ESTABLISHED AT THIS TIME.  THE DISTANCE AND DIRECTION TO
 ON0847'REFERENCE MARK 1 CHECKED.  THE DIRECTION TO REFERENCE MARK 3
 ON0847'CHECKED BUT THE DISTANCE WAS FOUND TO BE 0.04 OF A FOOT SHORTER
 ON0847'THAN WHEN PREVIOUSLY MEASURED.
 ON0847'
 ON0847'A COMPLETE NEW DESCRIPTION FOLLOWS.
 ON0847'
 ON0847'THE STATION IS ABOUT 7-1/2 MILES WEST OF LANSING, ABOUT 8 MILES
 ON0847'NORTHEAST OF WAUKON, IN THE SOUTHEAST 1/4 OF SECTION 31, T 99 N, R
 ON0847'4 W. AND ON THE PROPERTY OF MR. HENRY RISSMAN.  IT IS 91 FEET
 ON0847'NORTHEAST OF A WIRE FENCE, 94 FEET NORTHEAST OF A POWER POLE,
 ON0847'123 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED ROAD,
 ON0847'147 FEET NORTH OF A WITNESS POST AND 326 FEET NORTH OF A T-ROAD
 ON0847'INTERSECTION.  THE MONUMENT IS 12 INCHES UNDERGROUND AND THE
 ON0847'DISK IS STAMPED GRUBER 1931 1961.
 ON0847'
 ON0847'TO REACH FROM THE EAST SIDE OF THE ALLAMAKEE COUNTY COURTHOUSE
 ON0847'IN WAUKON, GO NORTHEAST ON STATE HIGHWAY 9 (ALLAMAKEE STREET)
 ON0847'FOR 2.7 MILES TO A CROSSROAD.  CONTINUE NORTHEAST ON HIGHWAY 9 FOR
 ON0847'2.7 MILES TO A SIDE ROAD LEFT.  CONTINUE NORTHEAST ON THE HIGHWAY
 ON0847'FOR 3.7 MILES TO A SIDE ROAD LEFT AND A CEMETERY ON THE RIGHT.
 ON0847'TURN LEFT AND GO NORTHWEST ON A GRAVELED ROAD FOR 0.05 MILE
 ON0847'TO THE STATION ON THE RIGHT.
 ON0847'
 ON0847'*TO REACH REFERENCE MARK 1 FROM THIS POINT, CONTINUE NORTHEAST
 ON0847'ON HIGHWAY 9 FOR 0.25 MILE TO A ROADSIDE PARK ON THE LEFT AND
 ON0847'REFERENCE MARK 1 ON THE LEFT.
 ON0847'
 ON0847'REFERENCE MARK 1 IS 6 INCHES SOUTH OF A WIRE FENCE, 2 FEET WEST OF
 ON0847'A WITNESS POST, 48 FEET NORTH OF A 36 INCH OAK TREE AND 197 FEET
 ON0847'NORTH OF THE CENTERLINE OF HIGHWAY 9.  THE MONUMENT PROJECTS 8
 ON0847'INCHES AND THE DISK IS STAMPED GRUBER NO 1 1931.
 ON0847'
 ON0847'REFERENCE MARK 3 IS 1 FOOT NORTHEAST OF A WIRE FENCE, 4 FEET
 ON0847'NORTH OF A POWER POLE AND 33 FEET NORTHEAST OF THE CENTERLINE
 ON0847'OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS 2 INCHES AND
 ON0847'THE DISK IS STAMPED GRUBER NO 3 1953.
 ON0847'
 ON0847'REFERENCE MARK 5 IS 1 FOOT NORTHEAST OF THE WIRE FENCE, 2 FEET
 ON0847'NORTHWEST OF THE WITNESS POST, 33 FEET NORTHEAST OF THE CENTERLINE
 ON0847'OF THE GRAVELED ROAD AND 123 FEET SOUTHEAST OF A POWER POLE.
 ON0847'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED GRUBER
 ON0847'NO 5 1931 1961.
 ON0847'
 ON0847'REFERENCE MARK 6 IS 1 FOOT NORTHEAST OF A WIRE FENCE, 1 FOOT
 ON0847'NORTHWEST OF A POWER POLE AND 32 FEET NORTHEAST OF THE CENTERLINE
 ON0847'OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE
 ON0847'DISK IS STAMPED GRUBER NO 6 1931 1961.
 ON0847'
 ON0847'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 ON0847
 ON0847                          STATION RECOVERY (1978)
 ON0847
 ON0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 ON0847'RM 1 (AZIMUTH MARK) BLOCKED BY CORN FIELD.
 ON0847'
 ON0847'STATION MARK, REFERENCE MARKS 1, 3, 6 AND 5 WERE RECOVERED.  ALL
 ON0847'MARKS WERE IN GOOD CONDITION WITH THE EXCEPTION OF REFERENCE MARK
 ON0847'5 WHICH HAD BEEN STRUCK BY ROAD MACHINERY AND WAS IN THE WAY OF
 ON0847'WIDENING A ROAD INTERSECTION.  REFERENCE MARK 7 WAS ESTABLISHED,
 ON0847'REFERENCE MARK 5 WAS DESTROYED AND ITS DISK SALVAGED.  REFERENCE
 ON0847'MARK 1, WHICH SERVES AS THE AZIMUTH MARK WAS BLOCKED BY A CORN
 ON0847'FIELD AT THE TIME OF OBSERVATION BUT WOULD NORMALLY BE VISIBLE
 ON0847'BY USING A TRIPOD.  THE DISTANCES TO REFERENCE MARKS 3 AND 6
 ON0847'WERE 0.010 METER SHORTER AND 0.01 FOOT LONGER RESPECTIVELY.  NO
 ON0847'MEASUREMENT WAS MADE TO REFERENCE MARK 5 AS IT HAD OBVIOUSLY
 ON0847'BEEN DISTURBED.  THE MEASUREMENT BETWEEN REFERENCE
 ON0847'MARKS 3 AND 6 WAS 0.002 METER LONGER.  THE DIRECTIONS TO
 ON0847'REFERENCE MARKS 3 AND 6 FROM THE LYCURGUS ST MARYS CH SPIRE
 ON0847'WERE 24 SECONDS SMALLER AND 43 SECONDS LARGER RESPECTIVELY.
 ON0847'THE DIRECTION TO REFERENCE MARK 5 DIFFERED BY 12 MINUTES, 54
 ON0847'SECONDS LARGER.  STATE HIGHWAY 9 IS CURRENTLY BEING REBUILT AND
 ON0847'RE-ALIGNED, THEREFORE, NO REFERENCE MEASUREMENTS WERE TAKEN
 ON0847'FROM THAT ROAD.  A NEW DESCRIPTION FOLLOWS.
 ON0847'
 ON0847'THE STATION IS ABOUT 7-1/2 MILES WEST OF LANSING, 8 MILES
 ON0847'NORTHEAST OF WAUKON, 0.05 MILE NORTH OF A CEMETERY AND ON PROPERTY
 ON0847'OWNED BY HENRY C. RISSMAN OF RURAL ROUTE 2, LANSING,
 ON0847'IOWA.  MR. RISSMAN LIVES ABOUT 1 MILE NORTH OF THE STATION ALONG
 ON0847'THE GRAVELED ROAD WHICH PASSES BY THE STATION.
 ON0847'
 ON0847'TO REACH THE STATION FROM THE ALLAMAKEE COUNTY COURTHOUSE IN
 ON0847'WAUKON, GO NORTHERLY ON STATE HIGHWAY 9 FOR 2.7 MILES TO A
 ON0847'CROSSROAD, CONTINUE NORTHEASTERLY ON HIGHWAY 9 FOR 2.7 MILES TO
 ON0847'A SIDE ROAD LEFT.  CONTINUE ON HIGHWAY 9 FOR 3.7 MILES TO A
 ON0847'GRAVELED SIDE ROAD LEFT, A CEMETERY ON THE RIGHT AND THE STATION
 ON0847'NORTH OF THE ROAD INTERSECTION.
 ON0847'
 ON0847'TO REACH THE REFERENCE MARK 1 FROM THE STATION, CONTINUE NORTHEAST
 ON0847'ON HIGHWAY 9 FOR 0.25 MILE TO A GROVE OF TREES AT A WAYSIDE ON THE
 ON0847'LEFT AND THE MARK AT THE NORTHWEST CORNER OF THE GROVE AND ON THE
 ON0847'NORTH SLOPE OF THE KNOLL.
 ON0847'
 ON0847'STATION MARK IS A STANDARD DISK, STAMPED GRUBER 1931 1961, SET IN
 ON0847'THE TOP OF A MASS OF CONCRETE THAT IS 14 INCHES BELOW THE GROUND
 ON0847'SURFACE.  IT IS 121.5 FEET NORTH OF A POWER LINE POLE NEAR
 ON0847'REFERENCE MARK 7, 126.3 FEET EAST OF A WITNESS POST AT REFERENCE
 ON0847'MARK 6 AND 90.8 FEET NORTHEAST OF A WITNESS POST AT REFERENCE
 ON0847'MARK 3.  THE LOWER OF THE UNDERGROUND MARKS WAS NOT
 ON0847'INSPECTED.
 ON0847'
 ON0847'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRUBER NO 1 1931,
 ON0847'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 7 INCHES
 ON0847'ABOVE THE GROUND.  IT IS AT THE NORTHEAST EDGE OF A CULTIVATED
 ON0847'FIELD, AT THE NORTHWEST EDGE OF A GROVE OF TREES, ON THE NORTHERN
 ON0847'SLOPE OF A KNOLL, ABOUT 200 FEET NORTH OF HIGHWAY 9, 2 FEET SOUTH
 ON0847'OF A FENCE AND 1 FOOT WEST OF A WITNESS POST.
 ON0847'
 ON0847'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GRUBER NO 3 1950,
 ON0847'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 2 INCHES BELOW
 ON0847'THE GROUND SURFACE.  IT IS 33 FEET NORTHEAST OF THE CENTERLINE OF
 ON0847'THE GRAVEL ROAD, 4 FEET NORTH OF A POWERLINE POLE, 1 FOOT
 ON0847'NORTHEAST OF A FENCE, 1 FOOT NORTHWEST OF A WITNESS POST AND IS
 ON0847'ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION.
 ON0847'
 ON0847'REFERENCE MARK 6 IS A STANDARD DISK, STAMPED GRUBER 1931 NO 6
 ON0847'1961, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH
 ON0847'THE GROUND.  IT IS 80.3 FEET NORTHWEST OF A POWERLINE POLE, 33
 ON0847'FEET NORTHEAST OF THE CENTERLINE OF THE GRAVEL ROAD, 1 FOOT
 ON0847'NORTHEAST OF THE FENCE, 1 FOOT SOUTHEAST OF A WITNESS POST, AND
 ON0847'ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION.
 ON0847'
 ON0847'REFERENCE MARK 7 IS A STANDARD DISK, STAMPED GRUBER 1931 NO 7
 ON0847'1978, SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4
 ON0847'INCHES ABOVE THE GROUND.  IT IS ABOUT 150 FEET NORTHWEST OF THE
 ON0847'ESTIMATED CENTERLINE FOR HIGHWAY 9, 12 FEET NORTHEAST OF A
 ON0847'POWERLINE POLE AT THE ROAD INTERSECTION, 3 FEET SOUTHWEST OF THE
 ON0847'EASTERN GUY WIRE FOR THE POLE AND IS ABOUT 3 FEET LOWER IN
 ON0847'ELEVATION THAN THE STATION.
 ON0847'
 ON0847'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ON0847'7-1/2 MILES WEST OF LANSING.
 ON0847
 ON0847                          STATION RECOVERY (1978)
 ON0847
 ON0847'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1978 (JEM)
 ON0847'GRUBER NO 5 GOOD.
 ON0847'
 ON0847'REFERENCE MARK IN CONST. AREA TO BE GRADED - PROJ F-9-9(14) 20-03
 ON0847'PROJECT LET 4/25/78.  WILL BE DISTURBED-
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0618 ***********************************************************************
 NK0618  DESIGNATION -  GRUNDY
 NK0618  PID         -  NK0618
 NK0618  STATE/COUNTY-  IA/GRUNDY
 NK0618  USGS QUAD   -  GRUNDY CENTER (1979)
 NK0618
 NK0618                         *CURRENT SURVEY CONTROL
 NK0618  ___________________________________________________________________
 NK0618* NAD 83(1996)-  42 20 43.52125(N)    092 45 30.84737(W)     ADJUSTED  
 NK0618* NAVD 88     -       323.1    (meters)    1060.     (feet)  VERTCON   
 NK0618  ___________________________________________________________________
 NK0618  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 NK0618  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 NK0618
 NK0618  HORZ ORDER  -  SECOND
 NK0618
 NK0618.The horizontal coordinates were established by classical geodetic methods
 NK0618.and adjusted by the National Geodetic Survey in May 1999..
 NK0618
 NK0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0618
 NK0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0618
 NK0618.The geoid height was determined by GEOID03.
 NK0618
 NK0618;                    North         East     Units Scale Factor Converg.
 NK0618;SPC IA N     - 1,094,174.077 1,561,091.651   MT  0.99996110   +0 30 09.0
 NK0618;UTM  15      - 4,688,157.478   519,886.270   MT  0.99960487   +0 09 45.5
 NK0618
 NK0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0618!SPC IA N     -   0.99995433  x   0.99996110  =   0.99991543
 NK0618!UTM  15      -   0.99995433  x   0.99960487  =   0.99955922
 NK0618
 NK0618|---------------------------------------------------------------------|
 NK0618| PID    Reference Object                     Distance      Geod. Az  |
 NK0618|                                                           dddmmss.s |
 NK0618| CI6455 GRUNDY RM 2                          14.015 METERS 04034     |
 NK0618| CI6454 GRUNDY RM 1                          12.605 METERS 13315     |
 NK0618| NK0619 GRUNDY CO RURAL ELEC TOWER          APPROX. 1.8 KM 3490522.5 |
 NK0618|---------------------------------------------------------------------|
 NK0618
 NK0618                          SUPERSEDED SURVEY CONTROL
 NK0618
 NK0618  NAD 83(1996)-  42 20 43.52166(N)    092 45 30.84165(W) AD(       ) 2
 NK0618  NAD 83(1986)-  42 20 43.52137(N)    092 45 30.83979(W) AD(       ) 2
 NK0618  NAD 27      -  42 20 43.57919(N)    092 45 30.11572(W) AD(       ) 2
 NK0618  NGVD 29 (07/19/86)  323.1    (m)         1060.     (f) VERT ANG       
 NK0618
 NK0618.Superseded values are not recommended for survey control.
 NK0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0618.See file dsdata.txt to determine how the superseded data were derived.
 NK0618
 NK0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1988688157(NAD 83)
 NK0618_MARKER: DD = SURVEY DISK
 NK0618_SETTING: 0 = UNSPECIFIED SETTING
 NK0618
 NK0618  HISTORY     - Date     Condition        Report By
 NK0618  HISTORY     - 1970     MONUMENTED       USGS
 NK0618
 NK0618                          STATION DESCRIPTION
 NK0618
 NK0618'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0618'THE STATION IS ABOUT 1.0 MI SE. OF GRUNDY CENTER, ABOUT 0.1 MI
 NK0618'S. OF THE CENTER OF SEC. 18, T. 87 N, R. 16 W., ON TOP OF A
 NK0618'RIDGE ALONG A PAVED CO. RD.
 NK0618'
 NK0618'TO REACH THE STATION FROM THE JCT. OF ST. HWY. 14 AND
 NK0618'ST. HWY. 175 IN GRUNDY CENTER, GO E. ON ST. HWY. 175 FOR 0.5 MI
 NK0618'TO A T-RD. S., TURN RIGHT ON PAVED RD. AND GO S. FOR 1.1 MI TO
 NK0618'A FARMHOUSE ON THE RIGHT AND THE STATION SE. OF THE HOUSE ON A
 NK0618'FIELD ENTRANCE E.
 NK0618'
 NK0618'THE STATION MARK, STAMPED ET GRUNDY 1970 IS 14 FT S. AND 18
 NK0618'FT E. CENTER RD. AT FIELD ENTRANCE E.  THE MARK IS BURIED
 NK0618'APPROX. 20 IN. IN THE FIELD ENTRANCE E.
 NK0618'
 NK0618'REFERENCE MARK NO. 1, STAMPED GRUNDY NO 1 1970 IS SE. OF THE
 NK0618'STATION, 43 FT S. AND 48 FT E. CENTER RD. AT FIELD ENTRANCE E.,
 NK0618'1.6 FT W. OF THE E. RIGHT-OF-WAY FENCE.
 NK0618'
 NK0618'REFERENCE MARK NO. 2, STAMPED GRUNDY NO 2 1970 IS NE. OF THE
 NK0618'STATION, 21 FT N. AND 48 FT E. CENTER RD. AT FIELD ENTRANCE E., 1.8
 NK0618'FT W. OF THE E. RIGHT-OF-WAY FENCE, AND 1.8 FT W. OF A
 NK0618'USGS WITNESS POST.
 NK0618'
 NK0618'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 NK0618'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NK0618'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  THE STATION MARK
 NK0618'HAS 1 ADDITIONAL LENGTH OF 6 IN. TILE DIRECTLY ABOVE THE
 NK0618'INITIAL TILE FOR PROTECTION AND IS BURIED APPROX. 20
 NK0618'IN.  REFERENCE MARK 1 AND REFERENCE MARK 2 ARE SET FLUSH WITH
 NK0618'THE GROUND.
 NK0618'
 NK0618'NO AZIMUTH MARK WAS SET.
 NK0618'
 NK0618'REFERENCE AZIMUTH USED - GRUNDY COUNTY RURAL ELECTRIC
 NK0618'COOPERATIVE TOWER STATION IS THE RED LIGHT ON TOP OF THE
 NK0618'R.E.C. TOWER LOCATED ABOUT 185 FT S. AND ABOUT 210 FT E. OF
 NK0618'THE INTERSECTION OF G. AVENUE AND 1ST STREET IN THE E. EDGE OF
 NK0618'GRUNDY CENTER.  THE TOWER IS PAINTED ALTERNATING RED AND
 NK0618'WHITE.  IT IS APPROX. 16 FT SQUARE AT BASE AND ENDS AT A NEAR
 NK0618'POINT, T. 87 N., R. 16 W., NEAR THE CENTER OF THE W. HALF OF
 NK0618'SEC. 7.
 NK0618'
 NK0618'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0619 ***********************************************************************
 NK0619  DESIGNATION -  GRUNDY CO RURAL ELEC TOWER
 NK0619  PID         -  NK0619
 NK0619  STATE/COUNTY-  IA/GRUNDY
 NK0619  USGS QUAD   -  GRUNDY CENTER (1979)
 NK0619
 NK0619                         *CURRENT SURVEY CONTROL
 NK0619  ___________________________________________________________________
 NK0619* NAD 83(1996)-  42 21 39.88988(N)    092 45 45.49825(W)     ADJUSTED  
 NK0619* NAVD 88     -                                                        
 NK0619  ___________________________________________________________________
 NK0619  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 NK0619  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 NK0619
 NK0619  HORZ ORDER  -  THIRD
 NK0619
 NK0619.The horizontal coordinates were established by classical geodetic methods
 NK0619.and adjusted by the National Geodetic Survey in May 1999..
 NK0619
 NK0619
 NK0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0619
 NK0619.The geoid height was determined by GEOID03.
 NK0619
 NK0619;                    North         East     Units Scale Factor Converg.
 NK0619;SPC IA N     - 1,095,910.296 1,560,741.160   MT  0.99995961   +0 29 59.1
 NK0619;UTM  15      - 4,689,895.128   519,546.205   MT  0.99960470   +0 09 35.8
 NK0619
 NK0619                          SUPERSEDED SURVEY CONTROL
 NK0619
 NK0619  NAD 83(1996)-  42 21 39.89031(N)    092 45 45.49290(W) AD(       ) 4
 NK0619  NAD 83(1986)-  42 21 39.88965(N)    092 45 45.49018(W) AD(       ) 4
 NK0619  NAD 27      -  42 21 39.94807(N)    092 45 44.76664(W) AD(       ) 3
 NK0619
 NK0619.Superseded values are not recommended for survey control.
 NK0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0619.See file dsdata.txt to determine how the superseded data were derived.
 NK0619
 NK0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1954689895(NAD 83)
 NK0619_MARKER: 55 = TOWER
 NK0619
 NK0619  HISTORY     - Date     Condition        Report By
 NK0619  HISTORY     - 1970     FIRST OBSERVED   USGS
 NK0619
 NK0619                          STATION DESCRIPTION
 NK0619
 NK0619'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0619'GRUNDY COUNTY RURAL ELECTRIC COOPERATIVE TOWER.  STATION IS THE
 NK0619'RED LIGHT ON TOP OF THE R.E.C. TOWER LOCATED ABOUT 185
 NK0619'FT S. AND ABOUT 210 FT E. OF THE INTERSECTION OF G. AVENUE AND
 NK0619'1ST STREET IN THE E. EDGE OF GRUNDY CENTER.  THE TOWER IS
 NK0619'PAINTED ALTERNATING RED AND WHITE.  IT IS APPROX. 16 FT SQUARE
 NK0619'AT BASE AND ENDS AT A NEAR POINT, T. 87 N., R. 16 W., NEAR THE
 NK0619'CENTER OF THE W. HALF OF SEC. 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0793 ***********************************************************************
 NJ0793  DESIGNATION -  GUNDER
 NJ0793  PID         -  NJ0793
 NJ0793  STATE/COUNTY-  IA/CLAYTON
 NJ0793  USGS QUAD   -  GUNDER (1965)
 NJ0793
 NJ0793                         *CURRENT SURVEY CONTROL
 NJ0793  ___________________________________________________________________
 NJ0793* NAD 83(1996)-  42 58 20.80348(N)    091 32 16.77381(W)     ADJUSTED  
 NJ0793* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 NJ0793  ___________________________________________________________________
 NJ0793  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 NJ0793  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 NJ0793
 NJ0793  HORZ ORDER  -  SECOND
 NJ0793
 NJ0793.The horizontal coordinates were established by classical geodetic methods
 NJ0793.and adjusted by the National Geodetic Survey in May 1999..
 NJ0793
 NJ0793.The orthometric height was scaled from a topographic map.
 NJ0793
 NJ0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0793
 NJ0793.The geoid height was determined by GEOID03.
 NJ0793
 NJ0793;                    North         East     Units Scale Factor Converg.
 NJ0793;SPC IA N     - 1,165,413.392 1,660,034.591   MT  0.99995949   +1 19 47.1
 NJ0793;UTM  15      - 4,758,791.855   619,219.977   MT  0.99977485   +0 59 48.1
 NJ0793
 NJ0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0793!SPC IA N     -   0.99994853  x   0.99995949  =   0.99990802
 NJ0793!UTM  15      -   0.99994853  x   0.99977485  =   0.99972339
 NJ0793
 NJ0793:                Primary Azimuth Mark                     Grid Az
 NJ0793:SPC IA N     -  LUANA ST JOHNS LUTH CH SPIRE             033 00 55.0
 NJ0793:UTM  15      -  LUANA ST JOHNS LUTH CH SPIRE             033 20 54.0
 NJ0793
 NJ0793|---------------------------------------------------------------------|
 NJ0793| PID    Reference Object                     Distance      Geod. Az  |
 NJ0793|                                                           dddmmss.s |
 NJ0793| ON0833 LUANA ST JOHNS LUTH CH SPIRE        APPROX.12.1 KM 0342042.1 |
 NJ0793| CI6466 GUNDER RM 1                          22.062 METERS 07410     |
 NJ0793| NJ0792 GUNDER MARION EV LUTH CH SPIRE      APPROX. 2.0 KM 0973830.1 |
 NJ0793| CI6465 GUNDER AZ MK                                       1530215.2 |
 NJ0793| CI6467 GUNDER RM 2                          23.293 METERS 19940     |
 NJ0793|---------------------------------------------------------------------|
 NJ0793
 NJ0793                          SUPERSEDED SURVEY CONTROL
 NJ0793
 NJ0793  NAD 83(1996)-  42 58 20.80338(N)    091 32 16.77361(W) AD(       ) 2
 NJ0793  NAD 83(1986)-  42 58 20.79414(N)    091 32 16.77275(W) AD(       ) 2
 NJ0793  NAD 27      -  42 58 20.85360(N)    091 32 16.24640(W) AD(       ) 2
 NJ0793
 NJ0793.Superseded values are not recommended for survey control.
 NJ0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0793.See file dsdata.txt to determine how the superseded data were derived.
 NJ0793
 NJ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH1922058792(NAD 83)
 NJ0793_MARKER: DS = TRIANGULATION STATION DISK
 NJ0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0793
 NJ0793  HISTORY     - Date     Condition        Report By
 NJ0793  HISTORY     - 1961     MONUMENTED       CGS
 NJ0793
 NJ0793                          STATION DESCRIPTION
 NJ0793
 NJ0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0793'THE STATION IS ABOUT 7-1/2 MILES SOUTH AND 1-1/2 MILES EAST
 NJ0793'OF POSTVILLE, ABOUT 6 MILES EAST AND 2 MILES SOUTH OF CLEARMONT,
 NJ0793'ABOUT 5 MILES EAST AND 1 MILE NORTH OF ELGIN, ABOUT 1 MILE
 NJ0793'WEST OF GUNDER, NEAR THE CENTER OF SEC. 10, T. 94 N., R.
 NJ0793'6 W., AND ON THE PROPERTY OF MR. MARTIN JOHNSON.  IT IS 68 FEET
 NJ0793'NORTHEAST OF A TELEPHONE POLE, 63 FEET EAST OF THE CENTERLINE
 NJ0793'OF A GRAVELED ROAD, 28 FEET EAST OF A FENCE CORNER, 27 FEET
 NJ0793'EAST OF A WIRE FENCE, 17 FEET SOUTHEAST OF AN EAST GATE POST,
 NJ0793'16 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD AND 11 FEET
 NJ0793'SOUTH OF A WIRE FENCE AND A WITNESS POST.  THE MONUMENT IS FLUSH
 NJ0793'AND THE DISK IS STAMPED GUNDER 1961.
 NJ0793'
 NJ0793'TO REACH FROM THE CROSS STREET ABOUT 50 YARDS NORTHEAST OF
 NJ0793'THE POST OFFICE IN CLEARMONT, GO SOUTHEAST ON A PAVED STREET
 NJ0793'FOR 0.05 MILE TO A CROSS STREET.  TURN LEFT AND GO NORTHEAST
 NJ0793'ON A PAVED STREET FOR 0.25 MILE TO A SIDE ROAD RIGHT JUST EAST
 NJ0793'OF THE RAILROAD STATION.  TURN RIGHT AND GO EASTERLY ON A
 NJ0793'GRAVELED ROAD FOR 2.55 MILES TO A CROSSROAD.  CONTINUE EASTERLY
 NJ0793'ON THE GRAVELED ROAD FOR 0.9 MILE TO THE EAST CLEARMONT,
 NJ0793'LUTHERAN CHURCH ON THE RIGHT.  CONTINUE EAST AND SOUTHEAST ON
 NJ0793'THE GRAVELED ROAD FOR 2.6 MILES TO A SIDE ROAD LEFT.  CONTINUE
 NJ0793'EASTERLY ON THE GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT.
 NJ0793'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.45 MILE TO
 NJ0793'THE TOP OF A KNOLL AND A FIELD ENTRANCE AND THE STATION ON THE
 NJ0793'LEFT.
 NJ0793'
 NJ0793'REFERENCE MARK 1 IS 97 FEET EAST OF THE FENCE CORNER, 30 FEET
 NJ0793'NORTH OF THE CENTERLINE OF THE TRACK ROAD AND 1 FOOT SOUTH OF THE
 NJ0793'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NJ0793'GUNDER NO 1 1961.
 NJ0793'
 NJ0793'REFERENCE MARK 2 IS 44 FEET SOUTH OF A SOUTH GATE POST, 37 FEET
 NJ0793'EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 9 FEET SOUTH OF
 NJ0793'THE TELEPHONE POLE AND 1 FOOT EAST OF THE WIRE FENCE.  THE
 NJ0793'MONUMENT IS FLUSH AND THE DISK IS STAMPED GUNDER NO 2 1961.
 NJ0793'
 NJ0793'THE AZIMUTH MARK IS 37 FEET EAST OF THE CENTERLINE OF A
 NJ0793'GRAVELED ROAD, 26 FEET SOUTHWEST OF A POWER POLE, 17 FEET
 NJ0793'WEST OF A SOUTH GATE POST, 10 FEET SOUTH OF THE CENTERLINE
 NJ0793'OF A FIELD ENTRANCE, 2 FEET WEST OF A TELEPHONE POLE AND 2
 NJ0793'FEET WEST OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 NJ0793'DISK IS STAMPED GUNDER 1961.
 NJ0793'
 NJ0793'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0792 ***********************************************************************
 NJ0792  DESIGNATION -  GUNDER MARION EV LUTH CH SPIRE
 NJ0792  PID         -  NJ0792
 NJ0792  STATE/COUNTY-  IA/CLAYTON
 NJ0792  USGS QUAD   -  GUNDER (1965)
 NJ0792
 NJ0792                         *CURRENT SURVEY CONTROL
 NJ0792  ___________________________________________________________________
 NJ0792* NAD 83(1996)-  42 58 11.97081(N)    091 30 47.22570(W)     ADJUSTED  
 NJ0792* NAVD 88     -                                                        
 NJ0792  ___________________________________________________________________
 NJ0792  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 NJ0792  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 NJ0792
 NJ0792  HORZ ORDER  -  THIRD
 NJ0792
 NJ0792.The horizontal coordinates were established by classical geodetic methods
 NJ0792.and adjusted by the National Geodetic Survey in May 1999..
 NJ0792
 NJ0792
 NJ0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0792
 NJ0792.The geoid height was determined by GEOID03.
 NJ0792
 NJ0792;                    North         East     Units Scale Factor Converg.
 NJ0792;SPC IA N     - 1,165,188.298 1,662,069.556   MT  0.99995926   +1 20 47.8
 NJ0792;UTM  15      - 4,758,554.980   621,253.230   MT  0.99978087   +1 00 49.0
 NJ0792
 NJ0792                          SUPERSEDED SURVEY CONTROL
 NJ0792
 NJ0792  NAD 83(1996)-  42 58 11.97073(N)    091 30 47.22554(W) AD(       ) 4
 NJ0792  NAD 83(1986)-  42 58 11.96144(N)    091 30 47.22453(W) AD(       ) 4
 NJ0792  NAD 27      -  42 58 12.02100(N)    091 30 46.70600(W) AD(       ) 3
 NJ0792
 NJ0792.Superseded values are not recommended for survey control.
 NJ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0792.See file dsdata.txt to determine how the superseded data were derived.
 NJ0792
 NJ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2125358555(NAD 83)
 NJ0792_MARKER: 90 = CHURCH SPIRE
 NJ0792
 NJ0792  HISTORY     - Date     Condition        Report By
 NJ0792  HISTORY     - 1961     FIRST OBSERVED   CGS
 NJ0792
 NJ0792                          STATION DESCRIPTION
 NJ0792
 NJ0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0792'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE AND LOCATED
 NJ0792'IN THE SMALL VILLAGE OF GUNDER.  THE SPIRE IS LOCATED ATOP
 NJ0792'A WHITE WOODEN FRAME CHURCH AND IT HAS A WEATHER VANE ON THE TOP.
 NJ0792'THE OVERALL HEIGHT IS ABOUT 80 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1072 ***********************************************************************
 MJ1072  DESIGNATION -  GUTHRIE CENTER UTI MAST
 MJ1072  PID         -  MJ1072
 MJ1072  STATE/COUNTY-  IA/GUTHRIE
 MJ1072  USGS QUAD   -  GUTHRIE CENTER EAST (1982)
 MJ1072
 MJ1072                         *CURRENT SURVEY CONTROL
 MJ1072  ___________________________________________________________________
 MJ1072* NAD 83(1996)-  41 40 40.25044(N)    094 29 10.33137(W)     ADJUSTED  
 MJ1072* NAVD 88     -                                                        
 MJ1072  ___________________________________________________________________
 MJ1072  LAPLACE CORR-          -6.57  (seconds)                    DEFLEC99
 MJ1072  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 MJ1072
 MJ1072  HORZ ORDER  -  THIRD
 MJ1072
 MJ1072.The horizontal coordinates were established by classical geodetic methods
 MJ1072.and adjusted by the National Geodetic Survey in May 1999..
 MJ1072
 MJ1072
 MJ1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1072
 MJ1072.The geoid height was determined by GEOID03.
 MJ1072
 MJ1072;                    North         East     Units Scale Factor Converg.
 MJ1072;SPC IA S     -   186,792.488   417,884.653   MT  0.99998297   -0 38 58.6
 MJ1072;SPC IA N     - 1,020,234.090 1,417,875.700   MT  1.00009326   -0 40 06.2
 MJ1072;UTM  15      - 4,615,075.945   376,295.698   MT  0.99978831   -0 59 18.1
 MJ1072
 MJ1072                          SUPERSEDED SURVEY CONTROL
 MJ1072
 MJ1072  NAD 83(1986)-  41 40 40.24493(N)    094 29 10.33544(W) AD(       ) 4
 MJ1072  NAD 27      -  41 40 40.29425(N)    094 29 09.43925(W) AD(       ) 3
 MJ1072
 MJ1072.Superseded values are not recommended for survey control.
 MJ1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1072.See file dsdata.txt to determine how the superseded data were derived.
 MJ1072
 MJ1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG7629615076(NAD 83)
 MJ1072_MARKER: 42 = RADIO/TV MAST
 MJ1072
 MJ1072  HISTORY     - Date     Condition        Report By
 MJ1072  HISTORY     - 1969     FIRST OBSERVED   CGS
 MJ1072
 MJ1072                          STATION DESCRIPTION
 MJ1072
 MJ1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 MJ1072'THE STATION IS THE RED LIGHT LOCATED ATOP THE GUTHRIE CENTER,
 MJ1072'UNITED TRANSMISSION INCORPORATED CABLE TELEVISION MAST THAT
 MJ1072'IS LOCATED ABOUT 1 MILE EAST OF THE CENTER OF GUTHRIE CENTER
 MJ1072'AND 0.3 MILE SOUTH OF STATE HIGHWAY 44.  THE MAST IS TRIANGULAR
 MJ1072'IS CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE
 MJ1072'AND THERE ARE A NUMBER OF ANTENNAS LOCATED NEAR THE TOP.  THE
 MJ1072'MAST IS 400 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0700 ***********************************************************************
 NJ0700  CBN         -  This is a Cooperative Base Network Control Station.
 NJ0700  DESIGNATION -  GUTTEN
 NJ0700  PID         -  NJ0700
 NJ0700  STATE/COUNTY-  IA/CLAYTON
 NJ0700  USGS QUAD   -  GARNAVILLO (1962)
 NJ0700
 NJ0700                         *CURRENT SURVEY CONTROL
 NJ0700  ___________________________________________________________________
 NJ0700* NAD 83(1996)-  42 45 24.86860(N)    091 07 45.27132(W)     ADJUSTED  
 NJ0700* NAVD 88     -       291.0    (meters)     955.     (feet)  GPS OBS   
 NJ0700  ___________________________________________________________________
 NJ0700  X           -     -92,439.420 (meters)                     COMP
 NJ0700  Y           -  -4,689,608.309 (meters)                     COMP
 NJ0700  Z           -   4,307,888.482 (meters)                     COMP
 NJ0700  LAPLACE CORR-          -6.49  (seconds)                    DEFLEC99
 NJ0700  ELLIP HEIGHT-         259.36  (meters)          (06/15/04) GPS OBS
 NJ0700  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 NJ0700
 NJ0700  HORZ ORDER  -  B
 NJ0700  ELLP ORDER  -  FOURTH    CLASS I
 NJ0700
 NJ0700.The horizontal coordinates were established by GPS observations
 NJ0700.and adjusted by the National Geodetic Survey in August 1997..
 NJ0700
 NJ0700.The orthometric height was determined by GPS observations and a
 NJ0700.high-resolution geoid model.
 NJ0700
 NJ0700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0700
 NJ0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0700
 NJ0700.The ellipsoidal height was determined by GPS observations
 NJ0700.and is referenced to NAD 83.
 NJ0700
 NJ0700.The geoid height was determined by GEOID03.
 NJ0700
 NJ0700;                    North         East     Units Scale Factor Converg.
 NJ0700;SPC IA N     - 1,142,334.241 1,694,038.430   MT  0.99994658   +1 36 24.4
 NJ0700;SPC WI S     -    84,711.936   507,561.606   MT  0.99999533   -0 46 33.3
 NJ0700;SPC WI S     -   277,925.74  1,665,225.04   sFT  0.99999533   -0 46 33.3
 NJ0700;UTM  15      - 4,735,517.387   653,084.312   MT  0.99988832   +1 16 13.0
 NJ0700
 NJ0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0700!SPC IA N     -   0.99995933  x   0.99994658  =   0.99990591
 NJ0700!SPC WI S     -   0.99995933  x   0.99999533  =   0.99995466
 NJ0700!UTM  15      -   0.99995933  x   0.99988832  =   0.99984765
 NJ0700
 NJ0700|---------------------------------------------------------------------|
 NJ0700| PID    Reference Object                     Distance      Geod. Az  |
 NJ0700|                                                           dddmmss.s |
 NJ0700| CI6470 GUTTEN RM 2                          29.672 METERS 11839     |
 NJ0700| NJ0699 TT 40 T                              31.673 METERS 16226     |
 NJ0700| CI6469 GUTTEN RM 1                          21.144 METERS 22341     |
 NJ0700| CI6471 GUTTEN RM 3                          29.946 METERS 30526     |
 NJ0700| CI6468 GUTTEN AZ MK                                       3372336.9 |
 NJ0700| NJ0703 GUTTEN AZ MK 2                      APPROX. 0.9 KM 3383115.9 |
 NJ0700|---------------------------------------------------------------------|
 NJ0700
 NJ0700                          SUPERSEDED SURVEY CONTROL
 NJ0700
 NJ0700  ELLIP H (08/25/97)  259.41   (m)                       GP(       ) 4 1
 NJ0700  NAD 83(1996)-  42 45 24.85960(N)    091 07 45.26314(W) AD(       ) 3
 NJ0700  NAD 83(1986)-  42 45 24.85868(N)    091 07 45.26530(W) AD(       ) 3
 NJ0700  NAD 27      -  42 45 24.89260(N)    091 07 44.81190(W) AD(       ) 3
 NJ0700  NGVD 29 (07/19/86)  291.0    (m)          955.     (f) VERT ANG       
 NJ0700
 NJ0700.Superseded values are not recommended for survey control.
 NJ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0700.See file dsdata.txt to determine how the superseded data were derived.
 NJ0700
 NJ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5308435517(NAD 83)
 NJ0700_MARKER: DS = TRIANGULATION STATION DISK
 NJ0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0700_STAMPING: GUTTEN 1961
 NJ0700_MARK LOGO: CGS   
 NJ0700_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NJ0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0700+STABILITY: SURFACE MOTION
 NJ0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0700+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 NJ0700
 NJ0700  HISTORY     - Date     Condition        Report By
 NJ0700  HISTORY     - 1961     MONUMENTED       CGS
 NJ0700  HISTORY     - 1980     GOOD             NGS
 NJ0700  HISTORY     - 19961212 GOOD             NGS
 NJ0700  HISTORY     - 20020520 GOOD             AERSVC
 NJ0700
 NJ0700                          STATION DESCRIPTION
 NJ0700
 NJ0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0700'NO MEASUREMENT BETWEEN R.M. 1 AND TT40 (USGS), FENCE POST
 NJ0700'ON LINE.
 NJ0700'
 NJ0700'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF OSTERDOCK, ABOUT
 NJ0700'2 MILES SOUTHWEST OF GUTTENBERG, NEAR THE CENTER OF SEC.
 NJ0700'30, T. 92 N., R. 2 W., AND ON ROAD RIGHT-OF-WAY.  IT IS 200
 NJ0700'FEET EAST OF THE INTERSECTION OF A GRAVELED T-ROAD, 54 FEET
 NJ0700'WEST OF THE CENTER OF A FIELD ENTRANCE, 34 FEET NORTH OF
 NJ0700'THE CENTERLINE OF A GRAVELED ROAD, 6 FEET WEST OF A WITNESS
 NJ0700'POST, AND 2 FEET SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS
 NJ0700'4 INCHES AND THE DISK IS STAMPED GUTTEN 1961.
 NJ0700'
 NJ0700'TO REACH FROM THE RAILROAD DEPOT IN GUTTENBERG, GO WEST
 NJ0700'ON A PAVED STREET FOR 0.1 MILE TO A T-ROAD.  TURN LEFT AND GO
 NJ0700'SOUTH ON U.S. HIGHWAY 52 FOR 2.8 MILES TO A SIDE ROAD RIGHT.
 NJ0700'TURN RIGHT AND GO WESTERLY ON A GRAVELED ROAD FOR 2.4 MILES
 NJ0700'TO THE STATION ON THE RIGHT, JUST BEFORE REACHING A T-ROAD.
 NJ0700'
 NJ0700'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 NJ0700'A GRAVELED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 NJ0700'
 NJ0700'REFERENCE MARK 1 IS 43 FEET EAST OF A FENCE CORNER, 33 FEET
 NJ0700'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 24 FEET WEST
 NJ0700'OF A TELEPHONE POLE WITH A GUY WIRE, AND 1 FOOT NORTH OF
 NJ0700'A WIRE FENCE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK
 NJ0700'IS STAMPED GUTTEN NO 1 1961.
 NJ0700'
 NJ0700'TT40T (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 NJ0700'MARK DISK STAMPED TT40T 1935 942 (FEET ELEVATION), SET IN
 NJ0700'THE TOP OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS 3 INCHES.
 NJ0700'IT IS 32 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 31
 NJ0700'FEET EAST OF THE CENTER OF A FIELD ENTRANCE, AND 1 FOOT SOUTH
 NJ0700'OF A WIRE FENCE.
 NJ0700'
 NJ0700'THE AZIMUTH MARK IS 48 FEET NORTH OF A T-FENCE CORNER, 31
 NJ0700'FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 3 FEET SOUTH
 NJ0700'OF A WITNESS POST, 1 FOOT SOUTH OF A TELEPHONE POLE, AND 6
 NJ0700'INCHES EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES
 NJ0700'AND THE DISK IS STAMPED GUTTEN 1961.
 NJ0700'
 NJ0700'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NJ0700
 NJ0700                          STATION RECOVERY (1980)
 NJ0700
 NJ0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 NJ0700'SURFACE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 NJ0700'CONDITION.  REFERENCE MARK 1 HAS BEEN DESTROYED BY ROAD
 NJ0700'CONSTRUCTION.  TT 40 T USGS WAS SEARCHED FOR AND NOT FOUND AND IS
 NJ0700'PRESUMED DESTROYED BY CONSTRUCTION.  THE AZIMUTH MARK WILL BE COVERED
 NJ0700'OVER WITH 3 OR 4 FEET OF ROAD FILL.  REFERENCE MARKS 2, 3 AND AN
 NJ0700'AZIMUTH MARK 2 WERE ESTABLISHED.  THE UNDERGROUND MARK WAS NOT
 NJ0700'INSPECTED.
 NJ0700'
 NJ0700'THE STATION IS ABOUT 12-1/2 MILES NORTHEAST OF OSTERDOCK, 2 MILES
 NJ0700'SOUTHWEST OF GUTTENBERG, NEAR THE CENTER OF SEC 30, T92N, R2W AND ON
 NJ0700'COUNTY ROAD RIGHT-OF-WAY.
 NJ0700'
 NJ0700'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND
 NJ0700'SCHILLER STREET, IN GUTTENBERG, GO SOUTH ON THE HIGHWAY FOR 2.8 MILES
 NJ0700'TO A SIDE ROAD, CLAYTON COUNTY ROAD C43, ON THE RIGHT AT THE TOP OF
 NJ0700'THE HILL.  TURN RIGHT AND GO NORTHWESTERLY ON COUNTY ROAD C43 FOR 2.5
 NJ0700'MILES TO THE STATION ON THE RIGHT, ABOUT 100 YARDS EAST OF A T-ROAD
 NJ0700'INTERSECTION.
 NJ0700'
 NJ0700'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO NORTHERLY ON A
 NJ0700'GRADED ROAD FOR 0.55 MILE TO THE MARK ON THE RIGHT.
 NJ0700'
 NJ0700'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---GUTTEN 1961---SET
 NJ0700'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 137.0 FEET
 NJ0700'WEST-NORTHWEST OF A POWERLINE POLE, 111.7 FEET EAST-SOUTHEAST OF A
 NJ0700'POWERLINE POLE, 63.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 98.0
 NJ0700'FEET EAST-SOUTHEAST OF A WITNESS POST, 97.5 FEET WEST-NORTHWEST OF A
 NJ0700'WITNESS POST, AND 6.0 FEET WEST OF A WITNESS POST.
 NJ0700'
 NJ0700'REFERENCE MARK 2 IS A PRECAST ALUMINUM MARKER, STAMPED---GUTTEN 1961
 NJ0700'NO 2 1980---BURIED IN THE GROUND AND PROJECTS 1 INCH.  IT IS 50 FEET
 NJ0700'NORTH OF THE CENTERLINE OF THE ROAD, 40.3 FEET WEST OF A POWERLINE
 NJ0700'POLE, 0.7 FOOT SOUTH OF A WITNESS POST AND ABOUT 1 FOOT LOWER THAN
 NJ0700'THE STATION.
 NJ0700'
 NJ0700'REFERENCE MARK 3 IS A PRECAST ALUMINUM MARKER, STAMPED---GUTTEN 1961
 NJ0700'NO 3 1980---BURIED IN THE GROUND AND PROJECTS 2 INCHES.  IT IS 97.5
 NJ0700'FEET NORTH OF THE CENTERLINE OF THE ROAD, 13.0 FEET EAST-SOUTHEAST OF
 NJ0700'A POWERLINE POLE, 1 FOOT SOUTH OF A WITNESS POST AND ABOUT 2-1/2 FEET
 NJ0700'LOWER THAN THE STATION.
 NJ0700'
 NJ0700'AZIMUTH MARK 2 IS A STANDARD DISK, STAMPED---GUTTEN 1961 NO 2 1980---
 NJ0700'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 46.0
 NJ0700'FEET EAST OF THE CENTERLINE OF THE ROAD, 2.0 FEET SOUTH OF A POWERLINE
 NJ0700'POLE, 1.8 FEET NORTH OF A WITNESS POST AND 1.0 FOOT EAST OF A FENCE.
 NJ0700
 NJ0700                          STATION RECOVERY (1996)
 NJ0700
 NJ0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 NJ0700'THE STATION IS ABOUT 3.5 MI (5.6 KM) NORTHWEST OF MILLVILLE, 2.5 MI
 NJ0700'(4.0 KM) SOUTHWEST OF GUTTENBERG, AND 2.0 MI (3.2 KM) NORTHEAST OF
 NJ0700'OSTERDOCK.  OWNERSHIP--CLAYTON COUNTY DEPARTMENT OF TRANSPORTATION. TO
 NJ0700'REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD C7X AND US HIGHWAY
 NJ0700'52, ON THE SOUTH END OF GUTTENBERG, GO 2.05 MI (3.30 KM) TO A
 NJ0700'T-JUNCTION WITH COUNTY ROAD C 43 (JOLLY RIDGE RD) TO THE RIGHT, WEST.
 NJ0700'TURN WEST ON COUNTY ROAD C 43 AND GO 2.5 MI (4.0 KM) TO THE STATION ON
 NJ0700'THE RIGHT, ABOUT 10.0 FT (3.0 M) ABOVE THE LEVEL OF THE ROAD AND JUST
 NJ0700'BEFORE A T-JUNCTION WITH OSTERDOCK ROAD.  THE STATION IS 179.0 FT
 NJ0700'(54.6 M) SOUTH-SOUTHEAST OF THE CENTER OF OSTERDOCK ROAD 137.7 FT
 NJ0700'(42.0 M) NORTH-NORTHWEST OF A POWER POLE, 110.5 FT (33.7 M) SOUTHEAST
 NJ0700'OF A POWER POLE, 62.0 FT (18.9 M) NORTH-NORTHEAST OF THE APPROXIMATE
 NJ0700'CENTER OF COUNTY ROAD C 43, 5.7 FT (1.7 M) NORTH-NORTHWEST OF A METAL
 NJ0700'WITNESS POST AND 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A METAL -HARN
 NJ0700'STATION- WITNESS POST.
 NJ0700
 NJ0700                          STATION RECOVERY (2002)
 NJ0700
 NJ0700'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2002 (KZ)
 NJ0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0744 ***********************************************************************
 NJ0744  DESIGNATION -  GUY
 NJ0744  PID         -  NJ0744
 NJ0744  STATE/COUNTY-  IA/CLAYTON
 NJ0744  USGS QUAD   -  ELKADER (1964)
 NJ0744
 NJ0744                         *CURRENT SURVEY CONTROL
 NJ0744  ___________________________________________________________________
 NJ0744* NAD 83(1996)-  42 49 49.81038(N)    091 28 20.12407(W)     ADJUSTED  
 NJ0744* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 NJ0744  ___________________________________________________________________
 NJ0744  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 NJ0744  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 NJ0744
 NJ0744  HORZ ORDER  -  FIRST
 NJ0744
 NJ0744.The horizontal coordinates were established by classical geodetic methods
 NJ0744.and adjusted by the National Geodetic Survey in May 1999..
 NJ0744
 NJ0744.The orthometric height was scaled from a topographic map.
 NJ0744
 NJ0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0744
 NJ0744.The geoid height was determined by GEOID03.
 NJ0744
 NJ0744;                    North         East     Units Scale Factor Converg.
 NJ0744;SPC IA N     - 1,149,776.667 1,665,773.624   MT  0.99994940   +1 22 27.5
 NJ0744;UTM  15      - 4,743,124.587   624,866.720   MT  0.99979182   +1 02 19.5
 NJ0744
 NJ0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0744!SPC IA N     -   0.99994934  x   0.99994940  =   0.99989874
 NJ0744!UTM  15      -   0.99994934  x   0.99979182  =   0.99974117
 NJ0744
 NJ0744|---------------------------------------------------------------------|
 NJ0744| PID    Reference Object                     Distance      Geod. Az  |
 NJ0744|                                                           dddmmss.s |
 NJ0744| CI6476 GUY RM 3                             24.244 METERS 01002     |
 NJ0744| CI6474 GUY RM 1                             18.410 METERS 01803     |
 NJ0744| CI6472 GUY AZ MK                                          0464958.2 |
 NJ0744| CI6473 GUY AZ MK RESET                                    0500932.3 |
 NJ0744| NJ0702 GARNAVILLO ST PETER EV LUTH CH      APPROX.19.5 KM 0772046.8 |
 NJ0744| NJ0697 GARNAVILLO MUNICIPAL TANK           APPROX.19.9 KM 0773518.4 |
 NJ0744| NJ0701 GARNAVILLO ST PAULS EV LUTH CH      APPROX.19.6 KM 0780801.2 |
 NJ0744| CI6477 GUY RM 4                              8.988 METERS 26318     |
 NJ0744| CI6475 GUY RM 2                             21.976 METERS 32849     |
 NJ0744|---------------------------------------------------------------------|
 NJ0744
 NJ0744                          SUPERSEDED SURVEY CONTROL
 NJ0744
 NJ0744  NAD 83(1996)-  42 49 49.81032(N)    091 28 20.12387(W) AD(       ) 1
 NJ0744  NAD 83(1986)-  42 49 49.80012(N)    091 28 20.12208(W) AD(       ) 1
 NJ0744  NAD 27      -  42 49 49.85000(N)    091 28 19.60660(W) AD(       ) 1
 NJ0744
 NJ0744.Superseded values are not recommended for survey control.
 NJ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0744.See file dsdata.txt to determine how the superseded data were derived.
 NJ0744
 NJ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2486743125(NAD 83)
 NJ0744_MARKER: DS = TRIANGULATION STATION DISK
 NJ0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0744
 NJ0744  HISTORY     - Date     Condition        Report By
 NJ0744  HISTORY     - 1935     MONUMENTED       CGS
 NJ0744  HISTORY     - 1961     GOOD             CGS
 NJ0744
 NJ0744                          STATION DESCRIPTION
 NJ0744
 NJ0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0744'THIS STATION IS LOCATED ABOUT 4 MILES WSW OF ELKADER AND ABOUT
 NJ0744'4 MILES NE OF VOLGA CITY, IN THE NE 1/4, SEC. 31, T 93 N, R
 NJ0744'5 W, AT THE EDGE OF ROAD RIGHT-OF-WAY, 12 FEET N OF RIGHT-OF-WAY
 NJ0744'FENCE, 10 FEET NW OF GUY POLE, 32 FEET S OF CENTER LINE OF
 NJ0744'DIRT ROAD, 54 FEET S OF TELEPHONE POLE.  MARK SET FLUSH WITH
 NJ0744'GROUND.
 NJ0744'
 NJ0744'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NJ0744'BRONZE DISKS SET IN CONCRETE.
 NJ0744'
 NJ0744'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NE OF STATION, 33 FEET
 NJ0744'N OF CENTER LINE OF DIRT ROAD, 90 FEET E OF POWER-LINE POLE,
 NJ0744'2 FEET N OF RIGHT-OF-WAY FENCE.  MARK PROJECTS 6 INCHES.
 NJ0744'
 NJ0744'REFERENCE MARK NO. 1 IS LOCATED 60.40 FEET NE OF STATION, 9
 NJ0744'FEET NE OF TELEPHONE POLE, 25 FEET N OF CENTER LINE OF DIRT
 NJ0744'ROAD, 2 FEET N OF RIGHT-OF-WAY FENCE.  MARK PROJECTS 4 INCHES.
 NJ0744'DISTANCE BETWEEN REFERENCE MARKS, 56.20 FEET.  REFERENCE MARK
 NJ0744'NO. 2 IS LOCATED 72.10 FEET NNW OF STATION, 28 FEET W OF
 NJ0744'TELEPHONE POLE, 25 FEET N OF CENTER LINE OF DIRT ROAD, SET
 NJ0744'IN RIGHT-OF-WAY FENCE.  MARK PROJECTS 2 INCHES.
 NJ0744'
 NJ0744'TO REACH FROM VOLGA CITY, GO N FROM POST OFFICE 0.15 MILE TO
 NJ0744'CROSS STREET, THENCE RIGHT 1.25 MILES ON DIRT ROAD TO FORKS,
 NJ0744'TAKE RIGHT FORK, DIRT, 2.25 MILES TO CROSS ROAD.  TURN RIGHT
 NJ0744'ON DIRT ROAD 1.05 MILES TO STATION ON RIGHT.
 NJ0744'
 NJ0744'A LIGHT 74 FEET ABOVE STATION STRAWBERRY PT. IS VISIBLE FROM
 NJ0744'THE GROUND.
 NJ0744'
 NJ0744'A LIGHT 87 FEET ABOVE STATION YEAROUS IS VISIBLE FROM THE GROUND.
 NJ0744'
 NJ0744'A LIGHT 100 FEET ABOVE STATION DOWNEY IS VISIBLE FROM THE
 NJ0744'GROUND.
 NJ0744'
 NJ0744'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 NJ0744
 NJ0744                          STATION RECOVERY (1961)
 NJ0744
 NJ0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0744'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 NJ0744'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE NOT FOUND
 NJ0744'AND SHOULD BE CONSIDERED LOST.  REFERENCE MARKS 3 AND 4 AND
 NJ0744'A NEW AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 NJ0744'
 NJ0744'A COMPLETE NEW DESCRIPTION FOLLOWS.
 NJ0744'
 NJ0744'THE STATION IS ABOUT 4 MILES WEST, SOUTHWEST OF ELKADER, ABOUT
 NJ0744'4 MILES NORTHEAST OF VOLGA, IN THE NORTHEAST 1/4 OF SECTION
 NJ0744'31, T 93 N, R 5 W. AND ON THE ROAD RIGHT-OF-WAY.  IT IS 6 FEET
 NJ0744'NORTH OF A WITNESS POST AND A WIRE FENCE, 47 FEET SOUTH OF THE
 NJ0744'CENTERLINE OF A GRAVELED ROAD AND 79 FEET SOUTHWEST OF A POWER
 NJ0744'POLE.  THE MONUMENT IS 4 INCHES UNDERGROUND AND THE DISK IS
 NJ0744'STAMPED GUY 1935.
 NJ0744'
 NJ0744'TO REACH THE STATION FROM THE POST OFFICE IN VOLGA, GO NORTH
 NJ0744'FOR 0.15 MILE TO A CROSS STREET.  TURN RIGHT AND GO EAST FOR
 NJ0744'0.25 MILE TO THE END OF THE PAVEMENT.  CONTINUE NORTHEAST ON
 NJ0744'A GRAVELED ROAD FOR 1.25 MILES TO A SIDE ROAD LEFT.  CONTINUE
 NJ0744'NORTHEAST ON THE GRAVELED ROAD FOR 2.3 MILES TO A ROAD FORK.
 NJ0744'TAKE THE RIGHT FORK AND GO EASTERLY ON A GRAVELED ROAD FOR
 NJ0744'1.1 MILES TO THE STATION ON THE RIGHT.
 NJ0744'
 NJ0744'TO REACH THE AZIMUTH FROM THE STATION, GO NORTHEAST ON
 NJ0744'THE GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT ON THE
 NJ0744'ROAD RIGHT-OF-WAY.
 NJ0744'
 NJ0744'REFERENCE MARK 3 IS 1 FOOT SOUTH OF A WIRE FENCE, 2 FEET EAST
 NJ0744'OF A POWER POLE, 29 FEET NORTH OF THE CENTERLINE OF THE
 NJ0744'GRAVELED ROAD AND 88 FEET NORTHEAST OF THE WITNESS POST.  THE
 NJ0744'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED GUY NO
 NJ0744'3 1935.
 NJ0744'
 NJ0744'REFERENCE MARK 4 IS 1 FOOT NORTH OF A WIRE FENCE, 29 FEET
 NJ0744'NORTHWEST OF THE WITNESS POST AND 51 FEET SOUTH OF THE CENTERLINE
 NJ0744'OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS 3 INCHES AND THE
 NJ0744'DISK IS STAMPED GUY NO 4 1935.
 NJ0744'
 NJ0744'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A WIRE FENCE, 2 FEET
 NJ0744'WEST OF A WITNESS POST, 44 FEET SOUTHEAST OF THE CENTERLINE
 NJ0744'OF THE GRAVELED ROAD AND 55 FEET NORTHEAST OF A POWER POLE.
 NJ0744'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED GUY 1935
 NJ0744'RESET 1961.
 NJ0744'
 NJ0744'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0122 ***********************************************************************
 OP0122  DESIGNATION -  H 1
 OP0122  PID         -  OP0122
 OP0122  STATE/COUNTY-  IA/KOSSUTH
 OP0122  USGS QUAD   -  BANCROFT (1972)
 OP0122
 OP0122                         *CURRENT SURVEY CONTROL
 OP0122  ___________________________________________________________________
 OP0122* NAD 83(1986)-  43 17 06.     (N)    094 13 16.     (W)     SCALED    
 OP0122* NAVD 88     -       358.462  (meters)    1176.05   (feet)  ADJUSTED  
 OP0122  ___________________________________________________________________
 OP0122  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 OP0122  DYNAMIC HT  -         358.370 (meters)    1175.75  (feet)  COMP
 OP0122  MODELED GRAV-     980,355.0   (mgal)                       NAVD 88
 OP0122
 OP0122  VERT ORDER  -  FIRST     CLASS II
 OP0122
 OP0122.The horizontal coordinates were scaled from a topographic map and have
 OP0122.an estimated accuracy of +/- 6 seconds.
 OP0122
 OP0122.The orthometric height was determined by differential leveling
 OP0122.and adjusted by the National Geodetic Survey in June 1991..
 OP0122
 OP0122.The geoid height was determined by GEOID03.
 OP0122
 OP0122.The dynamic height is computed by dividing the NAVD 88
 OP0122.geopotential number by the normal gravity value computed on the
 OP0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0122.degrees latitude (g = 980.6199 gals.).
 OP0122
 OP0122.The modeled gravity was interpolated from observed gravity values.
 OP0122
 OP0122;                    North         East    Units  Estimated Accuracy
 OP0122;SPC IA N     - 1,198,530.    1,441,470.      MT  (+/- 180 meters Scaled)
 OP0122
 OP0122                          SUPERSEDED SURVEY CONTROL
 OP0122
 OP0122  NGVD 29 (??/??/92)  358.409  (m)         1175.88   (f) ADJ UNCH    1 2
 OP0122
 OP0122.Superseded values are not recommended for survey control.
 OP0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0122.See file dsdata.txt to determine how the superseded data were derived.
 OP0122
 OP0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH009931(NAD 83)
 OP0122_MARKER: DB = BENCH MARK DISK
 OP0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0122_STAMPING: 1175.880 H 1 1930
 OP0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0122+STABILITY: SURFACE MOTION
 OP0122
 OP0122  HISTORY     - Date     Condition        Report By
 OP0122  HISTORY     - 1930     MONUMENTED       CGS
 OP0122  HISTORY     - 1956     GOOD             NGS
 OP0122
 OP0122                          STATION DESCRIPTION
 OP0122
 OP0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 OP0122'1.2 MI S FROM BANCROFT.
 OP0122'1/2 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OP0122'BANCROFT, KOSSUTH COUNTY, 21 YARDS SOUTH OF THE FIRST ROAD CROSSING
 OP0122'SOUTH OF BANCROFT, 30 FEET SOUTH OF THE SOUTH SIDE OF A CEMENT WALK
 OP0122'SOUTH OF THE ROAD, 5 FEET EAST OF THE EAST SIDE OF A CEMENT WALK, AND
 OP0122'47 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 OP0122'1175.880 H 1 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0197 ***********************************************************************
 MH0197  DESIGNATION -  H 10
 MH0197  PID         -  MH0197
 MH0197  STATE/COUNTY-  IA/JASPER
 MH0197  USGS QUAD   -  BAXTER (1975)
 MH0197
 MH0197                         *CURRENT SURVEY CONTROL
 MH0197  ___________________________________________________________________
 MH0197* NAD 83(1986)-  41 46 34.     (N)    093 12 24.     (W)     SCALED    
 MH0197* NAVD 88     -       253.919  (meters)     833.07   (feet)  ADJUSTED  
 MH0197  ___________________________________________________________________
 MH0197  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 MH0197  DYNAMIC HT  -         253.815 (meters)     832.72  (feet)  COMP
 MH0197  MODELED GRAV-     980,207.5   (mgal)                       NAVD 88
 MH0197
 MH0197  VERT ORDER  -  FIRST     CLASS II
 MH0197
 MH0197.The horizontal coordinates were scaled from a topographic map and have
 MH0197.an estimated accuracy of +/- 6 seconds.
 MH0197
 MH0197.The orthometric height was determined by differential leveling
 MH0197.and adjusted by the National Geodetic Survey in June 1991..
 MH0197
 MH0197.The geoid height was determined by GEOID03.
 MH0197
 MH0197.The dynamic height is computed by dividing the NAVD 88
 MH0197.geopotential number by the normal gravity value computed on the
 MH0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0197.degrees latitude (g = 980.6199 gals.).
 MH0197
 MH0197.The modeled gravity was interpolated from observed gravity values.
 MH0197
 MH0197;                    North         East    Units  Estimated Accuracy
 MH0197;SPC IA S     -   197,280.      524,390.      MT  (+/- 180 meters Scaled)
 MH0197
 MH0197                          SUPERSEDED SURVEY CONTROL
 MH0197
 MH0197  NGVD 29 (??/??/92)  253.890  (m)          832.97   (f) ADJ UNCH    1 2
 MH0197
 MH0197.Superseded values are not recommended for survey control.
 MH0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0197.See file dsdata.txt to determine how the superseded data were derived.
 MH0197
 MH0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG828249(NAD 83)
 MH0197_MARKER: DB = BENCH MARK DISK
 MH0197_SETTING: 0 = UNSPECIFIED SETTING
 MH0197_STAMPING: H 10 1933
 MH0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0197
 MH0197  HISTORY     - Date     Condition        Report By
 MH0197  HISTORY     - 1933     MONUMENTED       CGS
 MH0197  HISTORY     - 1957     GOOD             NGS
 MH0197
 MH0197                          STATION DESCRIPTION
 MH0197
 MH0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MH0197'AT IRA.
 MH0197'THE RAILROAD STATION AND WATER TANK HAVE BEEN TORN DOWN.  THE
 MH0197'MARK IS NOW IN A GRASSY, PARK AREA, 33 FEET NORTH OF THE
 MH0197'CENTERLINE OF THE TRACKS AND 40 FEET SOUTHWEST OF THE SOUTHWEST
 MH0197'CORNER OF AN OLD CONCRETE FLOOR AND 22 FEET WEST OF THE CONCRETE
 MH0197'FOOTINGS OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0166 ***********************************************************************
 NL0166  DESIGNATION -  H 101
 NL0166  PID         -  NL0166
 NL0166  STATE/COUNTY-  IA/CALHOUN
 NL0166  USGS QUAD   -  RICHARD (1980)
 NL0166
 NL0166                         *CURRENT SURVEY CONTROL
 NL0166  ___________________________________________________________________
 NL0166* NAD 83(1986)-  42 23 02.     (N)    094 37 26.     (W)     SCALED    
 NL0166* NAVD 88     -       369.703  (meters)    1212.93   (feet)  ADJUSTED  
 NL0166  ___________________________________________________________________
 NL0166  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 NL0166  DYNAMIC HT  -         369.563 (meters)    1212.47  (feet)  COMP
 NL0166  MODELED GRAV-     980,233.0   (mgal)                       NAVD 88
 NL0166
 NL0166  VERT ORDER  -  SECOND    CLASS 0
 NL0166
 NL0166.The horizontal coordinates were scaled from a topographic map and have
 NL0166.an estimated accuracy of +/- 6 seconds.
 NL0166
 NL0166.The orthometric height was determined by differential leveling
 NL0166.and adjusted by the National Geodetic Survey in June 1991..
 NL0166
 NL0166.The geoid height was determined by GEOID03.
 NL0166
 NL0166.The dynamic height is computed by dividing the NAVD 88
 NL0166.geopotential number by the normal gravity value computed on the
 NL0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0166.degrees latitude (g = 980.6199 gals.).
 NL0166
 NL0166.The modeled gravity was interpolated from observed gravity values.
 NL0166
 NL0166;                    North         East    Units  Estimated Accuracy
 NL0166;SPC IA N     - 1,098,790.    1,407,450.      MT  (+/- 180 meters Scaled)
 NL0166
 NL0166                          SUPERSEDED SURVEY CONTROL
 NL0166
 NL0166  NGVD 29 (??/??/92)  369.620  (m)         1212.66   (f) ADJ UNCH    2 0
 NL0166
 NL0166.Superseded values are not recommended for survey control.
 NL0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0166.See file dsdata.txt to determine how the superseded data were derived.
 NL0166
 NL0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG663936(NAD 83)
 NL0166_MARKER: DB = BENCH MARK DISK
 NL0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0166_STAMPING: H 101 1935
 NL0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0166+STABILITY: SURFACE MOTION
 NL0166
 NL0166  HISTORY     - Date     Condition        Report By
 NL0166  HISTORY     - 1935     MONUMENTED       CGS
 NL0166
 NL0166                          STATION DESCRIPTION
 NL0166
 NL0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0166'0.7 MI SE FROM ROCKWELL CITY.
 NL0166'0.7 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0166'PACIFIC RAILROAD FROM THE CROSSING OF THE ILLINOIS CENTRAL
 NL0166'RAILROAD AT ROCKWELL CITY, CALHOUN COUNTY, AT MILEPOST Y 182, AT A
 NL0166'ROAD CROSSING, 45 FEET WEST OF THE CENTERLINE OF THE TRACK, 34
 NL0166'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET EAST OF A
 NL0166'FENCE LINE.  A STANDARD DISK, STAMPED H 101 1935 AND SET IN THE
 NL0166'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0035 ***********************************************************************
 MJ0035  DESIGNATION -  H 102
 MJ0035  PID         -  MJ0035
 MJ0035  STATE/COUNTY-  IA/GREENE
 MJ0035  USGS QUAD   -  COOPER (1982)
 MJ0035
 MJ0035                         *CURRENT SURVEY CONTROL
 MJ0035  ___________________________________________________________________
 MJ0035* NAD 83(1986)-  41 53 31.     (N)    094 20 57.     (W)     SCALED    
 MJ0035* NAVD 88     -       327.411  (meters)    1074.18   (feet)  ADJUSTED  
 MJ0035  ___________________________________________________________________
 MJ0035  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 MJ0035  DYNAMIC HT  -         327.309 (meters)    1073.85  (feet)  COMP
 MJ0035  MODELED GRAV-     980,302.4   (mgal)                       NAVD 88
 MJ0035
 MJ0035  VERT ORDER  -  SECOND    CLASS 0
 MJ0035
 MJ0035.The horizontal coordinates were scaled from a topographic map and have
 MJ0035.an estimated accuracy of +/- 6 seconds.
 MJ0035
 MJ0035.The orthometric height was determined by differential leveling
 MJ0035.and adjusted by the National Geodetic Survey in June 1991..
 MJ0035
 MJ0035.The geoid height was determined by GEOID03.
 MJ0035
 MJ0035.The dynamic height is computed by dividing the NAVD 88
 MJ0035.geopotential number by the normal gravity value computed on the
 MJ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0035.degrees latitude (g = 980.6199 gals.).
 MJ0035
 MJ0035.The modeled gravity was interpolated from observed gravity values.
 MJ0035
 MJ0035;                    North         East    Units  Estimated Accuracy
 MJ0035;SPC IA N     - 1,043,890.    1,429,530.      MT  (+/- 180 meters Scaled)
 MJ0035
 MJ0035                          SUPERSEDED SURVEY CONTROL
 MJ0035
 MJ0035  NGVD 29 (??/??/92)  327.374  (m)         1074.06   (f) ADJ UNCH    2 0
 MJ0035
 MJ0035.Superseded values are not recommended for survey control.
 MJ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0035.See file dsdata.txt to determine how the superseded data were derived.
 MJ0035
 MJ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG880386(NAD 83)
 MJ0035_MARKER: DB = BENCH MARK DISK
 MJ0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0035_STAMPING: H 102 1935
 MJ0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0035+STABILITY: SURFACE MOTION
 MJ0035
 MJ0035  HISTORY     - Date     Condition        Report By
 MJ0035  HISTORY     - 1935     MONUMENTED       CGS
 MJ0035  HISTORY     - 1953     MARK NOT FOUND   NGS
 MJ0035
 MJ0035                          STATION DESCRIPTION
 MJ0035
 MJ0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MJ0035'1.9 MI S FROM COOPER.
 MJ0035'1.9 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0035'RAILROAD FROM THE STATION AT COOPER, ON THE LINE BETWEEN SECTIONS
 MJ0035'21 AND 28, T 82 N, R 30 W, AT THE CROSSING OF A SECTION-LINE ROAD,
 MJ0035'35 FEET EAST OF THE CENTERLINE OF THE TRACK, 26 FEET SOUTH OF THE
 MJ0035'CENTERLINE OF THE ROAD, 15 FEET WEST OF A FENCE CORNER, AND ABOUT
 MJ0035'1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 102
 MJ0035'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0147 ***********************************************************************
 MJ0147  DESIGNATION -  H 104
 MJ0147  PID         -  MJ0147
 MJ0147  STATE/COUNTY-  IA/UNION
 MJ0147  USGS QUAD   -  CRESTON EAST (1980)
 MJ0147
 MJ0147                         *CURRENT SURVEY CONTROL
 MJ0147  ___________________________________________________________________
 MJ0147* NAD 83(1986)-  41 05 59.     (N)    094 20 08.     (W)     SCALED    
 MJ0147* NAVD 88     -       404.870  (meters)    1328.31   (feet)  ADJUSTED  
 MJ0147  ___________________________________________________________________
 MJ0147  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 MJ0147  DYNAMIC HT  -         404.670 (meters)    1327.65  (feet)  COMP
 MJ0147  MODELED GRAV-     980,117.1   (mgal)                       NAVD 88
 MJ0147
 MJ0147  VERT ORDER  -  SECOND    CLASS 0
 MJ0147
 MJ0147.The horizontal coordinates were scaled from a topographic map and have
 MJ0147.an estimated accuracy of +/- 6 seconds.
 MJ0147
 MJ0147.The orthometric height was determined by differential leveling
 MJ0147.and adjusted by the National Geodetic Survey in June 1991..
 MJ0147
 MJ0147.The geoid height was determined by GEOID03.
 MJ0147
 MJ0147.The dynamic height is computed by dividing the NAVD 88
 MJ0147.geopotential number by the normal gravity value computed on the
 MJ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0147.degrees latitude (g = 980.6199 gals.).
 MJ0147
 MJ0147.The modeled gravity was interpolated from observed gravity values.
 MJ0147
 MJ0147;                    North         East    Units  Estimated Accuracy
 MJ0147;SPC IA S     -   122,460.      429,810.      MT  (+/- 180 meters Scaled)
 MJ0147
 MJ0147                          SUPERSEDED SURVEY CONTROL
 MJ0147
 MJ0147  NGVD 29 (??/??/92)  404.736  (m)         1327.87   (f) ADJ UNCH    2 0
 MJ0147
 MJ0147.Superseded values are not recommended for survey control.
 MJ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0147.See file dsdata.txt to determine how the superseded data were derived.
 MJ0147
 MJ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF878506(NAD 83)
 MJ0147_MARKER: DB = BENCH MARK DISK
 MJ0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0147_STAMPING: H 104 1935
 MJ0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0147+STABILITY: SURFACE MOTION
 MJ0147
 MJ0147  HISTORY     - Date     Condition        Report By
 MJ0147  HISTORY     - 1935     MONUMENTED       CGS
 MJ0147  HISTORY     - 1968     MARK NOT FOUND   NGS
 MJ0147  HISTORY     - 1978     MARK NOT FOUND   USGS
 MJ0147
 MJ0147                          STATION DESCRIPTION
 MJ0147
 MJ0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0147'3.2 MI N FROM CRESTON.
 MJ0147'3.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0147'FROM THE RAILROAD JUNCTION AT CRESTON, UNION COUNTY, 10 POLES
 MJ0147'SOUTH OF MILEPOST 4, AT A ROAD CROSSING, 39 FEET EAST OF THE
 MJ0147'CENTERLINE OF THE TRACK, 24 FEET SOUTH OF THE CENTERLINE OF THE
 MJ0147'ROAD, 5 FEET WEST OF A FENCE LINE, AND 2 FEET LOWER THAN THE
 MJ0147'TRACK.  A STANDARD DISK, STAMPED H 104 1935 AND SET IN THE TOP
 MJ0147'OF A CONCRETE POST.
 MJ0147
 MJ0147                          STATION RECOVERY (1968)
 MJ0147
 MJ0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MJ0147'MARK NOT FOUND.
 MJ0147
 MJ0147                          STATION RECOVERY (1978)
 MJ0147
 MJ0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MJ0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0047 ***********************************************************************
 LF0047  DESIGNATION -  H 105
 LF0047  PID         -  LF0047
 LF0047  STATE/COUNTY-  IA/RINGGOLD
 LF0047  USGS QUAD   -  BENTON (1981)
 LF0047
 LF0047                         *CURRENT SURVEY CONTROL
 LF0047  ___________________________________________________________________
 LF0047* NAD 83(1986)-  40 40 58.     (N)    094 19 12.     (W)     SCALED    
 LF0047* NAVD 88     -       358.077  (meters)    1174.79   (feet)  ADJUSTED  
 LF0047  ___________________________________________________________________
 LF0047  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 LF0047  DYNAMIC HT  -         357.894 (meters)    1174.19  (feet)  COMP
 LF0047  MODELED GRAV-     980,104.3   (mgal)                       NAVD 88
 LF0047
 LF0047  VERT ORDER  -  SECOND    CLASS 0
 LF0047
 LF0047.The horizontal coordinates were scaled from a topographic map and have
 LF0047.an estimated accuracy of +/- 6 seconds.
 LF0047
 LF0047.The orthometric height was determined by differential leveling
 LF0047.and adjusted by the National Geodetic Survey in June 1991..
 LF0047
 LF0047.The geoid height was determined by GEOID03.
 LF0047
 LF0047.The dynamic height is computed by dividing the NAVD 88
 LF0047.geopotential number by the normal gravity value computed on the
 LF0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0047.degrees latitude (g = 980.6199 gals.).
 LF0047
 LF0047.The modeled gravity was interpolated from observed gravity values.
 LF0047
 LF0047;                    North         East    Units  Estimated Accuracy
 LF0047;SPC IA S     -    76,150.      430,680.      MT  (+/- 180 meters Scaled)
 LF0047
 LF0047                          SUPERSEDED SURVEY CONTROL
 LF0047
 LF0047  NGVD 29 (??/??/92)  357.974  (m)         1174.45   (f) ADJ UNCH    2 0
 LF0047
 LF0047.Superseded values are not recommended for survey control.
 LF0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0047.See file dsdata.txt to determine how the superseded data were derived.
 LF0047
 LF0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF884043(NAD 83)
 LF0047_MARKER: DB = BENCH MARK DISK
 LF0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0047_STAMPING: H 105 1935
 LF0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0047+STABILITY: SURFACE MOTION
 LF0047
 LF0047  HISTORY     - Date     Condition        Report By
 LF0047  HISTORY     - 1935     MONUMENTED       CGS
 LF0047  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0047
 LF0047                          STATION DESCRIPTION
 LF0047
 LF0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0047'5.8 MI SW FROM MOUNT AYR.
 LF0047'5.8 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0047'RAILROAD FROM THE COUNTY COURTHOUSE AT MOUNT AYR, RINGGOLD COUNTY,
 LF0047'1.7 MILES NORTHEAST OF THE STATION AT DELPHOS, 2 POLES SOUTHWEST
 LF0047'OF MILEPOST 29, 159 FEET NORTHEAST OF A ROAD CROSSING, 21 FEET
 LF0047'NORTHWEST OF THE CENTERLINE OF THE TRACK, 24 FEET SOUTH OF THE
 LF0047'RIGHT-OF-WAY FENCE, AND ABOUT 2-1/2 FEET HIGHER THAN THE TRACK.
 LF0047'A STANDARD DISK, STAMPED H 105 1935 AND SET IN THE TOP OF A
 LF0047'CONCRETE POST.
 LF0047
 LF0047                          STATION RECOVERY (1977)
 LF0047
 LF0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0221 ***********************************************************************
 LF0221  DESIGNATION -  H 107
 LF0221  PID         -  LF0221
 LF0221  STATE/COUNTY-  IA/PAGE
 LF0221  USGS QUAD   -  BINGHAM (1981)
 LF0221
 LF0221                         *CURRENT SURVEY CONTROL
 LF0221  ___________________________________________________________________
 LF0221* NAD 83(1986)-  40 44 36.     (N)    095 15 02.     (W)     SCALED    
 LF0221* NAVD 88     -       348.934  (meters)    1144.79   (feet)  ADJUSTED  
 LF0221  ___________________________________________________________________
 LF0221  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LF0221  DYNAMIC HT  -         348.747 (meters)    1144.18  (feet)  COMP
 LF0221  MODELED GRAV-     980,079.5   (mgal)                       NAVD 88
 LF0221
 LF0221  VERT ORDER  -  SECOND    CLASS 0
 LF0221
 LF0221.The horizontal coordinates were scaled from a topographic map and have
 LF0221.an estimated accuracy of +/- 6 seconds.
 LF0221
 LF0221.The orthometric height was determined by differential leveling
 LF0221.and adjusted by the National Geodetic Survey in June 1991..
 LF0221
 LF0221.The geoid height was determined by GEOID03.
 LF0221
 LF0221.The dynamic height is computed by dividing the NAVD 88
 LF0221.geopotential number by the normal gravity value computed on the
 LF0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0221.degrees latitude (g = 980.6199 gals.).
 LF0221
 LF0221.The modeled gravity was interpolated from observed gravity values.
 LF0221
 LF0221;                    North         East    Units  Estimated Accuracy
 LF0221;SPC IA S     -    84,030.      352,160.      MT  (+/- 180 meters Scaled)
 LF0221
 LF0221                          SUPERSEDED SURVEY CONTROL
 LF0221
 LF0221  NGVD 29 (??/??/92)  348.802  (m)         1144.36   (f) ADJ UNCH    2 0
 LF0221
 LF0221.Superseded values are not recommended for survey control.
 LF0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0221.See file dsdata.txt to determine how the superseded data were derived.
 LF0221
 LF0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF099127(NAD 83)
 LF0221_MARKER: DB = BENCH MARK DISK
 LF0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0221_STAMPING: H 107 1935
 LF0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0221+STABILITY: SURFACE MOTION
 LF0221
 LF0221  HISTORY     - Date     Condition        Report By
 LF0221  HISTORY     - 1935     MONUMENTED       CGS
 LF0221  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0221
 LF0221                          STATION DESCRIPTION
 LF0221
 LF0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0221'AT NORWICH.
 LF0221'AT NORWICH, PAGE COUNTY, ON THE ABANDONED CHICAGO, BURLINGTON AND
 LF0221'QUINCY RAILROAD, 4 POLES NORTHWEST OF THE STATION, AT A ROAD
 LF0221'CROSSING, 60 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 15
 LF0221'FEET NORTHEAST OF THE CENTERLINE OF THE OLD ROADBED, 36 FEET SOUTHWEST
 LF0221'OF THE CENTERLINE OF A ROAD, AND 1 FOOT LOWER THAN THE OLD
 LF0221'ROADBED.  A STANDARD DISK, STAMPED H 107 1935 AND SET IN THE TOP
 LF0221'OF A CONCRETE POST.
 LF0221
 LF0221                          STATION RECOVERY (1976)
 LF0221
 LF0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0248 ***********************************************************************
 LF0248  DESIGNATION -  H 108
 LF0248  PID         -  LF0248
 LF0248  STATE/COUNTY-  IA/MONTGOMERY
 LF0248  USGS QUAD   -  RED OAK SOUTH (1978)
 LF0248
 LF0248                         *CURRENT SURVEY CONTROL
 LF0248  ___________________________________________________________________
 LF0248* NAD 83(1986)-  40 59 34.     (N)    095 09 22.     (W)     SCALED    
 LF0248* NAVD 88     -       371.647  (meters)    1219.31   (feet)  ADJUSTED  
 LF0248  ___________________________________________________________________
 LF0248  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LF0248  DYNAMIC HT  -         371.456 (meters)    1218.69  (feet)  COMP
 LF0248  MODELED GRAV-     980,098.2   (mgal)                       NAVD 88
 LF0248
 LF0248  VERT ORDER  -  SECOND    CLASS 0
 LF0248
 LF0248.The horizontal coordinates were scaled from a topographic map and have
 LF0248.an estimated accuracy of +/- 6 seconds.
 LF0248
 LF0248.The orthometric height was determined by differential leveling
 LF0248.and adjusted by the National Geodetic Survey in June 1991..
 LF0248
 LF0248.The geoid height was determined by GEOID03.
 LF0248
 LF0248.The dynamic height is computed by dividing the NAVD 88
 LF0248.geopotential number by the normal gravity value computed on the
 LF0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0248.degrees latitude (g = 980.6199 gals.).
 LF0248
 LF0248.The modeled gravity was interpolated from observed gravity values.
 LF0248
 LF0248;                    North         East    Units  Estimated Accuracy
 LF0248;SPC IA S     -   111,570.      360,660.      MT  (+/- 180 meters Scaled)
 LF0248
 LF0248                          SUPERSEDED SURVEY CONTROL
 LF0248
 LF0248  NGVD 29 (??/??/92)  371.536  (m)         1218.95   (f) ADJ UNCH    2 0
 LF0248
 LF0248.Superseded values are not recommended for survey control.
 LF0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0248.See file dsdata.txt to determine how the superseded data were derived.
 LF0248
 LF0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF186401(NAD 83)
 LF0248_MARKER: DB = BENCH MARK DISK
 LF0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0248_SP_SET: OVERPASS
 LF0248_STAMPING: H 108 1935
 LF0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0248
 LF0248  HISTORY     - Date     Condition        Report By
 LF0248  HISTORY     - 1935     MONUMENTED       CGS
 LF0248  HISTORY     - 1941     GOOD             NGS
 LF0248
 LF0248                          STATION DESCRIPTION
 LF0248
 LF0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0248'3 MI W FROM STANTON.
 LF0248'3.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0248'FROM THE STATION AT STANTON, MONTGOMERY COUNTY, AT OVERPASS
 LF0248'438.25, IN THE NORTH CORNER OF THE SOUTHEAST CONCRETE FOUNDATION
 LF0248'BLOCK, 9 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND
 LF0248'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 108
 LF0248'1935.
 LF0248
 LF0248                          STATION RECOVERY (1941)
 LF0248
 LF0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LF0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0113 ***********************************************************************
 MJ0113  DESIGNATION -  H 109
 MJ0113  PID         -  MJ0113
 MJ0113  STATE/COUNTY-  IA/ADAMS
 MJ0113  USGS QUAD   -  CRESTON WEST (1981)
 MJ0113
 MJ0113                         *CURRENT SURVEY CONTROL
 MJ0113  ___________________________________________________________________
 MJ0113* NAD 83(1986)-  41 02 35.     (N)    094 28 58.     (W)     SCALED    
 MJ0113* NAVD 88     -       383.642  (meters)    1258.67   (feet)  ADJUSTED  
 MJ0113  ___________________________________________________________________
 MJ0113  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 MJ0113  DYNAMIC HT  -         383.449 (meters)    1258.03  (feet)  COMP
 MJ0113  MODELED GRAV-     980,110.0   (mgal)                       NAVD 88
 MJ0113
 MJ0113  VERT ORDER  -  SECOND    CLASS 0
 MJ0113
 MJ0113.The horizontal coordinates were scaled from a topographic map and have
 MJ0113.an estimated accuracy of +/- 6 seconds.
 MJ0113
 MJ0113.The orthometric height was determined by differential leveling
 MJ0113.and adjusted by the National Geodetic Survey in June 1991..
 MJ0113
 MJ0113.The geoid height was determined by GEOID03.
 MJ0113
 MJ0113.The dynamic height is computed by dividing the NAVD 88
 MJ0113.geopotential number by the normal gravity value computed on the
 MJ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0113.degrees latitude (g = 980.6199 gals.).
 MJ0113
 MJ0113.The modeled gravity was interpolated from observed gravity values.
 MJ0113
 MJ0113;                    North         East    Units  Estimated Accuracy
 MJ0113;SPC IA S     -   116,300.      417,370.      MT  (+/- 180 meters Scaled)
 MJ0113
 MJ0113                          SUPERSEDED SURVEY CONTROL
 MJ0113
 MJ0113  NGVD 29 (??/??/92)  383.514  (m)         1258.25   (f) ADJ UNCH    2 0
 MJ0113
 MJ0113.Superseded values are not recommended for survey control.
 MJ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0113.See file dsdata.txt to determine how the superseded data were derived.
 MJ0113
 MJ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF753445(NAD 83)
 MJ0113_MARKER: DB = BENCH MARK DISK
 MJ0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0113_STAMPING: H 109 1935
 MJ0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0113+STABILITY: SURFACE MOTION
 MJ0113
 MJ0113  HISTORY     - Date     Condition        Report By
 MJ0113  HISTORY     - 1935     MONUMENTED       CGS
 MJ0113
 MJ0113                          STATION DESCRIPTION
 MJ0113
 MJ0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0113'0.9 MI W FROM CROMWELL.
 MJ0113'IN ADAMS COUNTY, 0.9 MILE WEST ALONG THE CHICAGO, BURLINGTON
 MJ0113'AND QUINCY RAILROAD FROM THE STATION AT CROMWELL, UNION COUNTY,
 MJ0113'0.1 MILE WEST OF AN OVERPASS, 8 FEET WEST OF SIGNAL S-399.6
 MJ0113'THENCE 44 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK,
 MJ0113'60 FEET SOUTH OF THE CENTERLINE OF A ROAD, AND 1 FOOT HIGHER
 MJ0113'THAN THE TRACK.  A STANDARD DISK, STAMPED H 109 1935 AND SET
 MJ0113'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0116 ***********************************************************************
 NK0116  DESIGNATION -  H 11
 NK0116  PID         -  NK0116
 NK0116  STATE/COUNTY-  IA/BLACK HAWK
 NK0116  USGS QUAD   -  REINBECK (1971)
 NK0116
 NK0116                         *CURRENT SURVEY CONTROL
 NK0116  ___________________________________________________________________
 NK0116* NAD 83(1986)-  42 21 58.     (N)    092 32 02.     (W)     SCALED    
 NK0116* NAVD 88     -       276.358  (meters)     906.68   (feet)  ADJUSTED  
 NK0116  ___________________________________________________________________
 NK0116  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 NK0116  DYNAMIC HT  -         276.262 (meters)     906.37  (feet)  COMP
 NK0116  MODELED GRAV-     980,267.5   (mgal)                       NAVD 88
 NK0116
 NK0116  VERT ORDER  -  FIRST     CLASS II
 NK0116
 NK0116.The horizontal coordinates were scaled from a topographic map and have
 NK0116.an estimated accuracy of +/- 6 seconds.
 NK0116
 NK0116.The orthometric height was determined by differential leveling
 NK0116.and adjusted by the National Geodetic Survey in June 1991..
 NK0116
 NK0116.The geoid height was determined by GEOID03.
 NK0116
 NK0116.The dynamic height is computed by dividing the NAVD 88
 NK0116.geopotential number by the normal gravity value computed on the
 NK0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0116.degrees latitude (g = 980.6199 gals.).
 NK0116
 NK0116.The modeled gravity was interpolated from observed gravity values.
 NK0116
 NK0116;                    North         East    Units  Estimated Accuracy
 NK0116;SPC IA N     - 1,096,660.    1,579,580.      MT  (+/- 180 meters Scaled)
 NK0116
 NK0116                          SUPERSEDED SURVEY CONTROL
 NK0116
 NK0116  NGVD 29 (??/??/92)  276.354  (m)          906.67   (f) ADJ UNCH    1 2
 NK0116
 NK0116.Superseded values are not recommended for survey control.
 NK0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0116.See file dsdata.txt to determine how the superseded data were derived.
 NK0116
 NK0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG383905(NAD 83)
 NK0116_MARKER: DB = BENCH MARK DISK
 NK0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0116_STAMPING: H 11 1933
 NK0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0116+STABILITY: SURFACE MOTION
 NK0116
 NK0116  HISTORY     - Date     Condition        Report By
 NK0116  HISTORY     - 1933     MONUMENTED       CGS
 NK0116  HISTORY     - 1934     GOOD             NGS
 NK0116
 NK0116                          STATION DESCRIPTION
 NK0116
 NK0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0116'AT HICKS.
 NK0116'AT HICKS, BLACK HAWK COUNTY, AT THE INTERSECTION OF THE CHICAGO
 NK0116'GREAT WESTERN RAILROAD AND THE CHICAGO AND NORTH WESTERN RAILWAY,
 NK0116'6 FEET SOUTH OF POLE 286+5, 83 FEET NORTH OF A SWITCH TOWER,
 NK0116'37 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK OF THE C.G.W.R.R.,
 NK0116'AND 71-1/2 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK OF
 NK0116'THE C. AND N.W.RY.  A STANDARD DISK, STAMPED H 11 1933 AND SET
 NK0116'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0272 ***********************************************************************
 MH0272  DESIGNATION -  H 110
 MH0272  PID         -  MH0272
 MH0272  STATE/COUNTY-  IA/CLARKE
 MH0272  USGS QUAD   -  OSCEOLA (1983)
 MH0272
 MH0272                         *CURRENT SURVEY CONTROL
 MH0272  ___________________________________________________________________
 MH0272* NAD 83(1986)-  41 02 16.     (N)    093 45 53.     (W)     SCALED    
 MH0272* NAVD 88     -       347.299  (meters)    1139.43   (feet)  ADJUSTED  
 MH0272  ___________________________________________________________________
 MH0272  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 MH0272  DYNAMIC HT  -         347.136 (meters)    1138.90  (feet)  COMP
 MH0272  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 MH0272
 MH0272  VERT ORDER  -  SECOND    CLASS 0
 MH0272
 MH0272.The horizontal coordinates were scaled from a topographic map and have
 MH0272.an estimated accuracy of +/- 6 seconds.
 MH0272
 MH0272.The orthometric height was determined by differential leveling
 MH0272.and adjusted by the National Geodetic Survey in June 1991..
 MH0272
 MH0272.The geoid height was determined by GEOID03.
 MH0272
 MH0272.The dynamic height is computed by dividing the NAVD 88
 MH0272.geopotential number by the normal gravity value computed on the
 MH0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0272.degrees latitude (g = 980.6199 gals.).
 MH0272
 MH0272.The modeled gravity was interpolated from observed gravity values.
 MH0272
 MH0272;                    North         East    Units  Estimated Accuracy
 MH0272;SPC IA S     -   115,280.      477,740.      MT  (+/- 180 meters Scaled)
 MH0272
 MH0272                          SUPERSEDED SURVEY CONTROL
 MH0272
 MH0272  NGVD 29 (??/??/92)  347.213  (m)         1139.15   (f) ADJ UNCH    2 0
 MH0272
 MH0272.Superseded values are not recommended for survey control.
 MH0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0272.See file dsdata.txt to determine how the superseded data were derived.
 MH0272
 MH0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF357432(NAD 83)
 MH0272_MARKER: DB = BENCH MARK DISK
 MH0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0272_STAMPING: H 110 1935
 MH0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0272+STABILITY: SURFACE MOTION
 MH0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0272+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 MH0272
 MH0272  HISTORY     - Date     Condition        Report By
 MH0272  HISTORY     - 1935     MONUMENTED       CGS
 MH0272  HISTORY     - 1935     GOOD             NGS
 MH0272  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 MH0272  HISTORY     - 20051026 GOOD             GEOCAC
 MH0272
 MH0272                          STATION DESCRIPTION
 MH0272
 MH0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MH0272'AT OSCEOLA.
 MH0272'AT OSCEOLA, CLARKE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MH0272'RAILROAD, 36 FEET WEST AND 60 FEET NORTH OF THE NORTHWEST CORNER
 MH0272'OF THE STATION, 30 FEET EAST OF THE WEST CORNER OF A TRIANGULAR
 MH0272'PARK, AT A ROAD CROSSING, 54 FEET EAST OF THE CENTERLINE OF
 MH0272'U.S. HIGHWAY 69, 30 FEET NORTH OF THE CENTERLINE OF THE NORTH
 MH0272'MAIN TRACK, AND AT THE SOUTH HEDGE FENCE.  A STANDARD DISK,
 MH0272'STAMPED H 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MH0272
 MH0272                          STATION RECOVERY (1977)
 MH0272
 MH0272'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 MH0272'MARK NOT FOUND.
 MH0272
 MH0272                          STATION RECOVERY (2005)
 MH0272
 MH0272'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 MH0272'ON THE BNSF RAILWAY, ABOUT 70 FEET WEST AND 40 FEET NORTH OF THE
 MH0272'NORTHWEST CORNER OF THE BRICK DEPOT, NORTHEAST OF THE ROAD CROSSING,
 MH0272'54 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 69, 30 FEET NORTH OF
 MH0272'THE CENTERLINE OF THE NORTH MAIN TRACK, 10 FEET NORTH OF A SIDE TRACK
 MH0272'HEADED NORTH, AND 1 FOOT SOUTH OF A CARSONITE WITNESS POST.
 MH0272' 
 MH0272'A STANDARD DISK, STAMPED H 110 1935 AND SET IN THE TOP OF A CONCRETE
 MH0272'POST THAT PROJECTS 9 INCHES.
 MH0272' 
 MH0272'HANDHELD GPS COORDINATES (NAD 83) N41 02 14.1 W93 45 55.7
 MH0272' 
 MH0272' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0144 ***********************************************************************
 MH0144  DESIGNATION -  H 112
 MH0144  PID         -  MH0144
 MH0144  STATE/COUNTY-  IA/MONROE
 MH0144  USGS QUAD   -  EDDYVILLE (1968)
 MH0144
 MH0144                         *CURRENT SURVEY CONTROL
 MH0144  ___________________________________________________________________
 MH0144* NAD 83(1986)-  41 08 08.     (N)    092 39 05.     (W)     SCALED    
 MH0144* NAVD 88     -       212.039  (meters)     695.66   (feet)  ADJUSTED  
 MH0144  ___________________________________________________________________
 MH0144  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 MH0144  DYNAMIC HT  -         211.945 (meters)     695.36  (feet)  COMP
 MH0144  MODELED GRAV-     980,175.7   (mgal)                       NAVD 88
 MH0144
 MH0144  VERT ORDER  -  SECOND    CLASS 0
 MH0144
 MH0144.The horizontal coordinates were scaled from a topographic map and have
 MH0144.an estimated accuracy of +/- 6 seconds.
 MH0144
 MH0144.The orthometric height was determined by differential leveling
 MH0144.and adjusted by the National Geodetic Survey in June 1991..
 MH0144
 MH0144.The geoid height was determined by GEOID03.
 MH0144
 MH0144.The dynamic height is computed by dividing the NAVD 88
 MH0144.geopotential number by the normal gravity value computed on the
 MH0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0144.degrees latitude (g = 980.6199 gals.).
 MH0144
 MH0144.The modeled gravity was interpolated from observed gravity values.
 MH0144
 MH0144;                    North         East    Units  Estimated Accuracy
 MH0144;SPC IA S     -   126,450.      571,250.      MT  (+/- 180 meters Scaled)
 MH0144
 MH0144                          SUPERSEDED SURVEY CONTROL
 MH0144
 MH0144  NGVD 29 (??/??/92)  212.026  (m)          695.62   (f) ADJ UNCH    2 0
 MH0144
 MH0144.Superseded values are not recommended for survey control.
 MH0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0144.See file dsdata.txt to determine how the superseded data were derived.
 MH0144
 MH0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF292538(NAD 83)
 MH0144_MARKER: DB = BENCH MARK DISK
 MH0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0144_STAMPING: H 112 1935
 MH0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0144+STABILITY: SURFACE MOTION
 MH0144
 MH0144  HISTORY     - Date     Condition        Report By
 MH0144  HISTORY     - 1935     MONUMENTED       CGS
 MH0144
 MH0144                          STATION DESCRIPTION
 MH0144
 MH0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0144'1.5 MI SW FROM EDDYVILLE.
 MH0144'IN MONROE COUNTY, 1.5 MILES SOUTHWEST ALONG THE MINNEAPOLIS AND
 MH0144'ST. LOUIS RAILWAY FROM BRIDGE 525 OVER DES MOINES RIVER AT EDDYVILLE,
 MH0144'WAPELLO COUNTY, 2-1/2 POLES SOUTHWEST OF MILEPOST 313, AT A ROAD
 MH0144'CROSSING, 33 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 24 FEET
 MH0144'NORTHWEST OF THE CENTERLINE OF TRACK, 6 FEET EAST OF A CATTLE GUARD
 MH0144'FENCE, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 MH0144'DISK, STAMPED H 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0250 ***********************************************************************
 MH0250  DESIGNATION -  H 113
 MH0250  PID         -  MH0250
 MH0250  STATE/COUNTY-  IA/MARION
 MH0250  USGS QUAD   -  KNOXVILLE SW (1965)
 MH0250
 MH0250                         *CURRENT SURVEY CONTROL
 MH0250  ___________________________________________________________________
 MH0250* NAD 83(1986)-  41 16 51.     (N)    093 14 17.     (W)     SCALED    
 MH0250* NAVD 88     -       243.162  (meters)     797.77   (feet)  ADJUSTED  
 MH0250  ___________________________________________________________________
 MH0250  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 MH0250  DYNAMIC HT  -         243.057 (meters)     797.43  (feet)  COMP
 MH0250  MODELED GRAV-     980,188.4   (mgal)                       NAVD 88
 MH0250
 MH0250  VERT ORDER  -  SECOND    CLASS 0
 MH0250
 MH0250.The horizontal coordinates were scaled from a topographic map and have
 MH0250.an estimated accuracy of +/- 6 seconds.
 MH0250
 MH0250.The orthometric height was determined by differential leveling
 MH0250.and adjusted by the National Geodetic Survey in June 1991..
 MH0250
 MH0250.The geoid height was determined by GEOID03.
 MH0250
 MH0250.The dynamic height is computed by dividing the NAVD 88
 MH0250.geopotential number by the normal gravity value computed on the
 MH0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0250.degrees latitude (g = 980.6199 gals.).
 MH0250
 MH0250.The modeled gravity was interpolated from observed gravity values.
 MH0250
 MH0250;                    North         East    Units  Estimated Accuracy
 MH0250;SPC IA S     -   142,270.      521,940.      MT  (+/- 180 meters Scaled)
 MH0250
 MH0250                          SUPERSEDED SURVEY CONTROL
 MH0250
 MH0250  NGVD 29 (??/??/92)  243.134  (m)          797.68   (f) ADJ UNCH    2 0
 MH0250
 MH0250.Superseded values are not recommended for survey control.
 MH0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0250.See file dsdata.txt to determine how the superseded data were derived.
 MH0250
 MH0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF800699(NAD 83)
 MH0250_MARKER: DB = BENCH MARK DISK
 MH0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0250_STAMPING: H 113 1935
 MH0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0250+STABILITY: SURFACE MOTION
 MH0250
 MH0250  HISTORY     - Date     Condition        Report By
 MH0250  HISTORY     - 1935     MONUMENTED       CGS
 MH0250
 MH0250                          STATION DESCRIPTION
 MH0250
 MH0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0250'4.2 MI N FROM MELCHER.
 MH0250'4.2 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0250'RAILROAD FROM THE STATION AT MELCHER, MARION COUNTY, AT NEPAS, 12
 MH0250'POLES SOUTH OF A TOOLHOUSE, AT A ROAD CROSSING, 60 FEET SOUTH
 MH0250'OF THE CENTERLINE OF THE ROAD, 25 FEET WEST OF THE CENTERLINE
 MH0250'OF THE MAIN TRACK, ON THE TOP OF A FILL, AND LEVEL WITH THE
 MH0250'TRACK.  A STANDARD DISK, STAMPED H 113 1935 AND SET IN THE TOP
 MH0250'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0263 ***********************************************************************
 LE0263  DESIGNATION -  H 114
 LE0263  PID         -  LE0263
 LE0263  STATE/COUNTY-  IA/WAYNE
 LE0263  USGS QUAD   -  CLIO (1964)
 LE0263
 LE0263                         *CURRENT SURVEY CONTROL
 LE0263  ___________________________________________________________________
 LE0263* NAD 83(1986)-  40 39 59.     (N)    093 26 03.     (W)     SCALED    
 LE0263* NAVD 88     -       337.904  (meters)    1108.61   (feet)  ADJUSTED  
 LE0263  ___________________________________________________________________
 LE0263  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LE0263  DYNAMIC HT  -         337.735 (meters)    1108.05  (feet)  COMP
 LE0263  MODELED GRAV-     980,116.7   (mgal)                       NAVD 88
 LE0263
 LE0263  VERT ORDER  -  SECOND    CLASS 0
 LE0263
 LE0263.The horizontal coordinates were scaled from a topographic map and have
 LE0263.an estimated accuracy of +/- 6 seconds.
 LE0263
 LE0263.The orthometric height was determined by differential leveling
 LE0263.and adjusted by the National Geodetic Survey in June 1991..
 LE0263
 LE0263.The geoid height was determined by GEOID03.
 LE0263
 LE0263.The dynamic height is computed by dividing the NAVD 88
 LE0263.geopotential number by the normal gravity value computed on the
 LE0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0263.degrees latitude (g = 980.6199 gals.).
 LE0263
 LE0263.The modeled gravity was interpolated from observed gravity values.
 LE0263
 LE0263;                    North         East    Units  Estimated Accuracy
 LE0263;SPC IA S     -    74,000.      505,570.      MT  (+/- 180 meters Scaled)
 LE0263
 LE0263                          SUPERSEDED SURVEY CONTROL
 LE0263
 LE0263  NGVD 29 (??/??/92)  337.82   (m)         1108.3    (f) COMPUTED    2 0
 LE0263
 LE0263.Superseded values are not recommended for survey control.
 LE0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0263.See file dsdata.txt to determine how the superseded data were derived.
 LE0263
 LE0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF633018(NAD 83)
 LE0263_MARKER: DB = BENCH MARK DISK
 LE0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0263_STAMPING: H 114 1935
 LE0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0263+STABILITY: SURFACE MOTION
 LE0263
 LE0263  HISTORY     - Date     Condition        Report By
 LE0263  HISTORY     - 1935     MONUMENTED       CGS
 LE0263
 LE0263                          STATION DESCRIPTION
 LE0263
 LE0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0263'5.1 MI SW FROM ALLERTON.
 LE0263'CITY HALL, ALLERTON, 5.1 MILES SOUTHWEST OF.  ALONG THE CHICAGO,
 LE0263'ROCK ISLAND AND PACIFIC RAILROAD 5 POLES NORTH OF MILEPOST 370.
 LE0263'SET IN POST 84 FEET SOUTH OF THE CENTER LINE OF PUBLIC ROAD
 LE0263'CROSSING, THENCE 51 FEET WEST OF THE CENTER LINE OF THE WEST
 LE0263'TRACKS, 6 FEET EAST OF RIGHT-OF-WAY FENCE, 3 FEET BELOW RAIL
 LE0263'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0264 ***********************************************************************
 LE0264  DESIGNATION -  H 114 RESET
 LE0264  PID         -  LE0264
 LE0264  STATE/COUNTY-  IA/WAYNE
 LE0264  USGS QUAD   -  CLIO (1964)
 LE0264
 LE0264                         *CURRENT SURVEY CONTROL
 LE0264  ___________________________________________________________________
 LE0264* NAD 83(1986)-  40 39 59.     (N)    093 26 02.     (W)     SCALED    
 LE0264* NAVD 88     -       338.09   (+/-2cm)    1109.2    (feet)  VERTCON   
 LE0264  ___________________________________________________________________
 LE0264  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LE0264
 LE0264  VERT ORDER  -  ? (See Below)
 LE0264
 LE0264.The horizontal coordinates were scaled from a topographic map and have
 LE0264.an estimated accuracy of +/- 6 seconds.
 LE0264
 LE0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0264.The vertical order pertains to the NGVD 29 superseded value.
 LE0264
 LE0264.The geoid height was determined by GEOID03.
 LE0264
 LE0264;                    North         East    Units  Estimated Accuracy
 LE0264;SPC IA S     -    74,000.      505,590.      MT  (+/- 180 meters Scaled)
 LE0264
 LE0264                          SUPERSEDED SURVEY CONTROL
 LE0264
 LE0264  NGVD 29 (??/??/92)  338.003  (m)         1108.93   (f) ADJ UNCH    ?  
 LE0264
 LE0264.Superseded values are not recommended for survey control.
 LE0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0264.See file dsdata.txt to determine how the superseded data were derived.
 LE0264
 LE0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF633018(NAD 83)
 LE0264_MARKER: DB = BENCH MARK DISK
 LE0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0264_STAMPING: H 114 RESET 1940
 LE0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0264+STABILITY: SURFACE MOTION
 LE0264
 LE0264  HISTORY     - Date     Condition        Report By
 LE0264  HISTORY     - 1940     MONUMENTED       CGS
 LE0264  HISTORY     - 1940     GOOD             NGS
 LE0264
 LE0264                          STATION DESCRIPTION
 LE0264
 LE0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LE0264'5.1 MI SW FROM ALLERTON.
 LE0264'5.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0264'RAILROAD FROM THE CITY HALL AT ALLERTON, 5 POLES NORTH OF
 LE0264'MILEPOST 370, AT A ROAD CROSSING, 117.5 FEET WEST OF THE FIRST
 LE0264'POLE SOUTH OF THE CROSSING, 61 FEET SOUTH OF THE CENTERLINE OF
 LE0264'THE ROAD, 57 FEET WEST OF THE CENTERLINE OF THE WEST TRACK, AND
 LE0264'2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 LE0264'H 114 RESET 1940 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0404 ***********************************************************************
 LE0404  DESIGNATION -  H 115
 LE0404  PID         -  LE0404
 LE0404  STATE/COUNTY-  IA/DECATUR
 LE0404  USGS QUAD   -  GARDEN GROVE SW (1965)
 LE0404
 LE0404                         *CURRENT SURVEY CONTROL
 LE0404  ___________________________________________________________________
 LE0404* NAD 83(1986)-  40 48 45.     (N)    093 44 52.     (W)     SCALED    
 LE0404* NAVD 88     -       346.531  (meters)    1136.91   (feet)  ADJUSTED  
 LE0404  ___________________________________________________________________
 LE0404  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 LE0404  DYNAMIC HT  -         346.364 (meters)    1136.36  (feet)  COMP
 LE0404  MODELED GRAV-     980,132.2   (mgal)                       NAVD 88
 LE0404
 LE0404  VERT ORDER  -  SECOND    CLASS 0
 LE0404
 LE0404.The horizontal coordinates were scaled from a topographic map and have
 LE0404.an estimated accuracy of +/- 6 seconds.
 LE0404
 LE0404.The orthometric height was determined by differential leveling
 LE0404.and adjusted by the National Geodetic Survey in June 1991..
 LE0404
 LE0404.The geoid height was determined by GEOID03.
 LE0404
 LE0404.The dynamic height is computed by dividing the NAVD 88
 LE0404.geopotential number by the normal gravity value computed on the
 LE0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0404.degrees latitude (g = 980.6199 gals.).
 LE0404
 LE0404.The modeled gravity was interpolated from observed gravity values.
 LE0404
 LE0404;                    North         East    Units  Estimated Accuracy
 LE0404;SPC IA S     -    90,260.      479,100.      MT  (+/- 180 meters Scaled)
 LE0404
 LE0404                          SUPERSEDED SURVEY CONTROL
 LE0404
 LE0404  NGVD 29 (??/??/92)  346.447  (m)         1136.63   (f) ADJ UNCH    2 0
 LE0404
 LE0404.Superseded values are not recommended for survey control.
 LE0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0404.See file dsdata.txt to determine how the superseded data were derived.
 LE0404
 LE0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF369182(NAD 83)
 LE0404_MARKER: DB = BENCH MARK DISK
 LE0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0404_STAMPING: H 115 1935
 LE0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0404+STABILITY: SURFACE MOTION
 LE0404
 LE0404  HISTORY     - Date     Condition        Report By
 LE0404  HISTORY     - 1935     MONUMENTED       CGS
 LE0404  HISTORY     - 1969     MARK NOT FOUND   NGS
 LE0404
 LE0404                          STATION DESCRIPTION
 LE0404
 LE0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0404'5 MI N FROM LEON.
 LE0404'5.0 MILES NORTH ALONG U.S. HIGHWAY 69 FROM THE INTERSECTION
 LE0404'OF STATE HIGHWAY 2 AT LEON, DECATUR COUNTY, AT A ROAD CROSSING,
 LE0404'75 FEET NORTH OF THE CENTERLINE OF THE ROAD, 40 FEET WEST OF
 LE0404'THE CENTERLINE OF THE HIGHWAY, 6 FEET WEST OF A POLE, AND ABOUT
 LE0404'4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED H
 LE0404'115 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0404
 LE0404                          STATION RECOVERY (1969)
 LE0404
 LE0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LE0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0301 ***********************************************************************
 MH0301  DESIGNATION -  H 116
 MH0301  PID         -  MH0301
 MH0301  STATE/COUNTY-  IA/MADISON
 MH0301  USGS QUAD   -  TRURO (1983)
 MH0301
 MH0301                         *CURRENT SURVEY CONTROL
 MH0301  ___________________________________________________________________
 MH0301* NAD 83(1986)-  41 14 19.     (N)    093 50 57.     (W)     SCALED    
 MH0301* NAVD 88     -       331.966  (meters)    1089.13   (feet)  POSTED    
 MH0301  ___________________________________________________________________
 MH0301  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 MH0301  DYNAMIC HT  -         331.820 (meters)    1088.65  (feet)  COMP
 MH0301  MODELED GRAV-     980,165.6   (mgal)                       NAVD 88
 MH0301
 MH0301  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0301
 MH0301.The horizontal coordinates were scaled from a topographic map and have
 MH0301.an estimated accuracy of +/- 6 seconds.
 MH0301
 MH0301.The orthometric height was determined by differential leveling
 MH0301.and adjusted by the National Geodetic Survey in 1992..
 MH0301.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0301.rate of 0.0 thru 1.0 mm/km.
 MH0301
 MH0301.The geoid height was determined by GEOID03.
 MH0301
 MH0301.The dynamic height is computed by dividing the NAVD 88
 MH0301.geopotential number by the normal gravity value computed on the
 MH0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0301.degrees latitude (g = 980.6199 gals.).
 MH0301
 MH0301.The modeled gravity was interpolated from observed gravity values.
 MH0301
 MH0301;                    North         East    Units  Estimated Accuracy
 MH0301;SPC IA S     -   137,610.      470,730.      MT  (+/- 180 meters Scaled)
 MH0301
 MH0301                          SUPERSEDED SURVEY CONTROL
 MH0301
 MH0301  NGVD 29 (??/??/92)  331.922  (m)         1088.98   (f) ADJ UNCH    2 0
 MH0301
 MH0301.Superseded values are not recommended for survey control.
 MH0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0301.See file dsdata.txt to determine how the superseded data were derived.
 MH0301
 MH0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF288655(NAD 83)
 MH0301_MARKER: DB = BENCH MARK DISK
 MH0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0301_STAMPING: H 116 1935
 MH0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0301+STABILITY: SURFACE MOTION
 MH0301
 MH0301  HISTORY     - Date     Condition        Report By
 MH0301  HISTORY     - 1935     MONUMENTED       CGS
 MH0301  HISTORY     - 1980     MARK NOT FOUND   USGS
 MH0301
 MH0301                          STATION DESCRIPTION
 MH0301
 MH0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0301'2 MI N FROM TRURO.
 MH0301'2.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0301'FROM THE STATION AT TRURO, MADISON COUNTY, AT A ROAD CROSSING,
 MH0301'27 FEET WEST OF THE CENTERLINE OF THE TRACK, 27 FEET NORTH OF THE
 MH0301'CENTERLINE OF THE ROAD, 10 FEET NORTH OF A FENCE CORNER, 1 FOOT
 MH0301'EAST OF THE FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 MH0301'STAMPED H 116 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MH0301
 MH0301                          STATION RECOVERY (1980)
 MH0301
 MH0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MH0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0009 ***********************************************************************
 LF0009  DESIGNATION -  H 117
 LF0009  PID         -  LF0009
 LF0009  STATE/COUNTY-  IA/RINGGOLD
 LF0009  USGS QUAD   -  MOUNT AYR (1981)
 LF0009
 LF0009                         *CURRENT SURVEY CONTROL
 LF0009  ___________________________________________________________________
 LF0009* NAD 83(1986)-  40 43 05.     (N)    094 14 15.     (W)     SCALED    
 LF0009* NAVD 88     -       376.709  (meters)    1235.92   (feet)  ADJUSTED  
 LF0009  ___________________________________________________________________
 LF0009  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LF0009  DYNAMIC HT  -         376.520 (meters)    1235.30  (feet)  COMP
 LF0009  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 LF0009
 LF0009  VERT ORDER  -  SECOND    CLASS 0
 LF0009
 LF0009.The horizontal coordinates were scaled from a topographic map and have
 LF0009.an estimated accuracy of +/- 6 seconds.
 LF0009
 LF0009.The orthometric height was determined by differential leveling
 LF0009.and adjusted by the National Geodetic Survey in June 1991..
 LF0009
 LF0009.The geoid height was determined by GEOID03.
 LF0009
 LF0009.The dynamic height is computed by dividing the NAVD 88
 LF0009.geopotential number by the normal gravity value computed on the
 LF0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0009.degrees latitude (g = 980.6199 gals.).
 LF0009
 LF0009.The modeled gravity was interpolated from observed gravity values.
 LF0009
 LF0009;                    North         East    Units  Estimated Accuracy
 LF0009;SPC IA S     -    80,000.      437,690.      MT  (+/- 180 meters Scaled)
 LF0009
 LF0009                          SUPERSEDED SURVEY CONTROL
 LF0009
 LF0009  NGVD 29 (??/??/92)  376.604  (m)         1235.58   (f) ADJ UNCH    2 0
 LF0009
 LF0009.Superseded values are not recommended for survey control.
 LF0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0009.See file dsdata.txt to determine how the superseded data were derived.
 LF0009
 LF0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF954081(NAD 83)
 LF0009_MARKER: DB = BENCH MARK DISK
 LF0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0009_STAMPING: H 117 1935
 LF0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0009+STABILITY: SURFACE MOTION
 LF0009
 LF0009  HISTORY     - Date     Condition        Report By
 LF0009  HISTORY     - 1935     MONUMENTED       CGS
 LF0009  HISTORY     - 1935     GOOD             NGS
 LF0009  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0009
 LF0009                          STATION DESCRIPTION
 LF0009
 LF0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LF0009'AT MOUNT AYR.
 LF0009'AT MOUNT AYR, RINGGOLD COUNTY, ON THE CHICAGO, BURLINGTON AND
 LF0009'QUINCY RAILROAD, OPPOSITE THE STATION, AT A STREET CROSSING, 100
 LF0009'FEET SOUTH OF THE MAIN TRACK, 36 FEET EAST OF THE CENTERLINE OF
 LF0009'THE STREET, AND AT THE NORTHWEST CORNER OF THE CITY PARK.  A
 LF0009'STANDARD DISK, STAMPED H 117 1935 AND SET IN THE TOP OF A
 LF0009'CONCRETE POST.
 LF0009
 LF0009                          STATION RECOVERY (1977)
 LF0009
 LF0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0218 ***********************************************************************
 LE0218  DESIGNATION -  H 118
 LE0218  PID         -  LE0218
 LE0218  STATE/COUNTY-  IA/WAYNE
 LE0218  USGS QUAD   -  HUMESTON (1982)
 LE0218
 LE0218                         *CURRENT SURVEY CONTROL
 LE0218  ___________________________________________________________________
 LE0218* NAD 83(1986)-  40 45 12.     (N)    093 27 41.     (W)     SCALED    
 LE0218* NAVD 88     -       338.186  (meters)    1109.53   (feet)  ADJUSTED  
 LE0218  ___________________________________________________________________
 LE0218  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 LE0218  DYNAMIC HT  -         338.021 (meters)    1108.99  (feet)  COMP
 LE0218  MODELED GRAV-     980,125.7   (mgal)                       NAVD 88
 LE0218
 LE0218  VERT ORDER  -  SECOND    CLASS 0
 LE0218
 LE0218.The horizontal coordinates were scaled from a topographic map and have
 LE0218.an estimated accuracy of +/- 6 seconds.
 LE0218
 LE0218.The orthometric height was determined by differential leveling
 LE0218.and adjusted by the National Geodetic Survey in June 1991..
 LE0218
 LE0218.The geoid height was determined by GEOID03.
 LE0218
 LE0218.The dynamic height is computed by dividing the NAVD 88
 LE0218.geopotential number by the normal gravity value computed on the
 LE0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0218.degrees latitude (g = 980.6199 gals.).
 LE0218
 LE0218.The modeled gravity was interpolated from observed gravity values.
 LE0218
 LE0218;                    North         East    Units  Estimated Accuracy
 LE0218;SPC IA S     -    83,660.      503,260.      MT  (+/- 180 meters Scaled)
 LE0218
 LE0218                          SUPERSEDED SURVEY CONTROL
 LE0218
 LE0218  NGVD 29 (??/??/92)  338.106  (m)         1109.27   (f) ADJ UNCH    2 0
 LE0218
 LE0218.Superseded values are not recommended for survey control.
 LE0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0218.See file dsdata.txt to determine how the superseded data were derived.
 LE0218
 LE0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF610114(NAD 83)
 LE0218_MARKER: DB = BENCH MARK DISK
 LE0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0218_STAMPING: H 118 1935
 LE0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0218+STABILITY: SURFACE MOTION
 LE0218
 LE0218  HISTORY     - Date     Condition        Report By
 LE0218  HISTORY     - 1935     MONUMENTED       CGS
 LE0218
 LE0218                          STATION DESCRIPTION
 LE0218
 LE0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0218'7.6 MI W FROM HIGH POINT.
 LE0218'7.6 MILES WEST ALONG STATE HIGHWAY 2 FROM THE COURTHOUSE AT
 LE0218'CORYDON, WAYNE COUNTY, AT A ROAD INTERSECTION, 60 FEET NORTH OF
 LE0218'THE CENTERLINE OF THE HIGHWAY, 36 FEET EAST OF THE CENTERLINE
 LE0218'OF THE ROAD, 20 FEET EAST OF A FENCE CORNER, AND 1 FOOT SOUTH
 LE0218'OF THE FENCE LINE.  A STANDARD DISK, STAMPED H 118 1935 AND
 LE0218'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0169 ***********************************************************************
 LE0169  DESIGNATION -  H 119
 LE0169  PID         -  LE0169
 LE0169  STATE/COUNTY-  IA/APPANOOSE
 LE0169  USGS QUAD   -  CENTERVILLE EAST (1979)
 LE0169
 LE0169                         *CURRENT SURVEY CONTROL
 LE0169  ___________________________________________________________________
 LE0169* NAD 83(1986)-  40 43 56.     (N)    092 52 28.     (W)     SCALED    
 LE0169* NAVD 88     -       308.384  (meters)    1011.76   (feet)  ADJUSTED  
 LE0169  ___________________________________________________________________
 LE0169  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LE0169  DYNAMIC HT  -         308.234 (meters)    1011.26  (feet)  COMP
 LE0169  MODELED GRAV-     980,130.0   (mgal)                       NAVD 88
 LE0169
 LE0169  VERT ORDER  -  SECOND    CLASS 0
 LE0169
 LE0169.The horizontal coordinates were scaled from a topographic map and have
 LE0169.an estimated accuracy of +/- 6 seconds.
 LE0169
 LE0169.The orthometric height was determined by differential leveling
 LE0169.and adjusted by the National Geodetic Survey in June 1991..
 LE0169
 LE0169.The geoid height was determined by GEOID03.
 LE0169
 LE0169.The dynamic height is computed by dividing the NAVD 88
 LE0169.geopotential number by the normal gravity value computed on the
 LE0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0169.degrees latitude (g = 980.6199 gals.).
 LE0169
 LE0169.The modeled gravity was interpolated from observed gravity values.
 LE0169
 LE0169;                    North         East    Units  Estimated Accuracy
 LE0169;SPC IA S     -    81,500.      552,840.      MT  (+/- 180 meters Scaled)
 LE0169
 LE0169                          SUPERSEDED SURVEY CONTROL
 LE0169
 LE0169  NGVD 29 (??/??/92)  308.321  (m)         1011.55   (f) ADJ UNCH    2 0
 LE0169
 LE0169.Superseded values are not recommended for survey control.
 LE0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0169.See file dsdata.txt to determine how the superseded data were derived.
 LE0169
 LE0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF106090(NAD 83)
 LE0169_MARKER: DB = BENCH MARK DISK
 LE0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0169_SP_SET: BUILDING
 LE0169_STAMPING: H 119 1935
 LE0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LE0169+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2002
 LE0169
 LE0169  HISTORY     - Date     Condition        Report By
 LE0169  HISTORY     - 1935     MONUMENTED       CGS
 LE0169  HISTORY     - 20021004 GOOD             NGS
 LE0169
 LE0169                          STATION DESCRIPTION
 LE0169
 LE0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0169'AT CENTERVILLE.
 LE0169'AT CENTERVILLE, APPANOOSE COUNTY, IN THE NORTHEAST CORNER OF THE
 LE0169'POST OFFICE, 35 FEET EAST OF THE FRONT (NORTH) ENTRANCE, AND
 LE0169'3 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED H 119 1935
 LE0169'AND SET VERTICALLY.
 LE0169
 LE0169                          STATION RECOVERY (2002)
 LE0169
 LE0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 LE0169'DISK NOW STAMPED 'H 119 1935 1012.'  OLD P.O. BLDG. IS NOW HISTORICAL
 LE0169'MUSEUM AT SW CORNER OF MAPLE ST. (IA ROUTE 2) AND SOUTH MAIN ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0496 ***********************************************************************
 ON0496  DESIGNATION -  H 12
 ON0496  PID         -  ON0496
 ON0496  STATE/COUNTY-  IA/FAYETTE
 ON0496  USGS QUAD   -  CASTALIA (1981)
 ON0496
 ON0496                         *CURRENT SURVEY CONTROL
 ON0496  ___________________________________________________________________
 ON0496* NAD 83(1986)-  43 00 12.     (N)    091 39 11.     (W)     SCALED    
 ON0496* NAVD 88     -       261.955  (meters)     859.43   (feet)  ADJUSTED  
 ON0496  ___________________________________________________________________
 ON0496  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 ON0496  DYNAMIC HT  -         261.889 (meters)     859.21  (feet)  COMP
 ON0496  MODELED GRAV-     980,362.3   (mgal)                       NAVD 88
 ON0496
 ON0496  VERT ORDER  -  FIRST     CLASS II
 ON0496
 ON0496.The horizontal coordinates were scaled from a topographic map and have
 ON0496.an estimated accuracy of +/- 6 seconds.
 ON0496
 ON0496.The orthometric height was determined by differential leveling
 ON0496.and adjusted by the National Geodetic Survey in June 1991..
 ON0496
 ON0496.The geoid height was determined by GEOID03.
 ON0496
 ON0496.The dynamic height is computed by dividing the NAVD 88
 ON0496.geopotential number by the normal gravity value computed on the
 ON0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0496.degrees latitude (g = 980.6199 gals.).
 ON0496
 ON0496.The modeled gravity was interpolated from observed gravity values.
 ON0496
 ON0496;                    North         East    Units  Estimated Accuracy
 ON0496;SPC IA N     - 1,168,630.    1,650,580.      MT  (+/- 180 meters Scaled)
 ON0496
 ON0496                          SUPERSEDED SURVEY CONTROL
 ON0496
 ON0496  NGVD 29 (??/??/92)  261.996  (m)          859.57   (f) ADJ UNCH    1 2
 ON0496
 ON0496.Superseded values are not recommended for survey control.
 ON0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0496.See file dsdata.txt to determine how the superseded data were derived.
 ON0496
 ON0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH097620(NAD 83)
 ON0496_MARKER: DB = BENCH MARK DISK
 ON0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0496_STAMPING: H 12 1933
 ON0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0496+STABILITY: SURFACE MOTION
 ON0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0496+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 ON0496
 ON0496  HISTORY     - Date     Condition        Report By
 ON0496  HISTORY     - 1933     MONUMENTED       CGS
 ON0496  HISTORY     - 1934     GOOD             NGS
 ON0496  HISTORY     - 1977     GOOD             USGS
 ON0496  HISTORY     - 20020520 GOOD             AERSVC
 ON0496
 ON0496                          STATION DESCRIPTION
 ON0496
 ON0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0496'AT CLERMONT.
 ON0496'AT CLERMONT, FAYETTE COUNTY, 87 FEET WEST OF THE NORTHWEST
 ON0496'CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION,
 ON0496'70 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, IN THE NORTHEAST
 ON0496'CORNER OF THE CITY PARK, AND 35 FEET SOUTH OF THE CENTERLINE OF
 ON0496'MAIN STREET (U.S. HIGHWAY 18).  A STANDARD DISK, STAMPED H 12
 ON0496'1933 AND SET IN THE TOP OF A CONCRETE POST.
 ON0496
 ON0496                          STATION RECOVERY (1977)
 ON0496
 ON0496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0496'AT CLERMONT, FAYETTE COUNTY, IN CITY PARK AT NORTH EDGE OF TOWN, 33
 ON0496'FT. SW AND 35 FT SE OF C/L OF JCT. OF MILL STREET (U.S. HWY 18) AND
 ON0496'STONE STREET, INSIDE AN IRON GRATE FENCE AT NE CORNER, A STD. TABLET
 ON0496'SET IN A CONC. POST PROJECTING ABOVE GROUND 3 INCHES AND STAMPED H 12
 ON0496'1934. NOTE-- RR TRACKS HAVE BEEN DISMANTLED AS REFERRED TO IN
 ON0496'ORIGINAL DESCRIPTION.
 ON0496
 ON0496                          STATION RECOVERY (2002)
 ON0496
 ON0496'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2002 (KZ)
 ON0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0156 ***********************************************************************
 LE0156  DESIGNATION -  H 120
 LE0156  PID         -  LE0156
 LE0156  STATE/COUNTY-  IA/APPANOOSE
 LE0156  USGS QUAD   -  MOULTON (1979)
 LE0156
 LE0156                         *CURRENT SURVEY CONTROL
 LE0156  ___________________________________________________________________
 LE0156* NAD 83(1986)-  40 39 11.     (N)    092 40 05.     (W)     SCALED    
 LE0156* NAVD 88     -       301.556  (meters)     989.36   (feet)  ADJUSTED  
 LE0156  ___________________________________________________________________
 LE0156  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LE0156  DYNAMIC HT  -         301.406 (meters)     988.86  (feet)  COMP
 LE0156  MODELED GRAV-     980,118.9   (mgal)                       NAVD 88
 LE0156
 LE0156  VERT ORDER  -  SECOND    CLASS 0
 LE0156
 LE0156.The horizontal coordinates were scaled from a topographic map and have
 LE0156.an estimated accuracy of +/- 6 seconds.
 LE0156
 LE0156.The orthometric height was determined by differential leveling
 LE0156.and adjusted by the National Geodetic Survey in June 1991..
 LE0156
 LE0156.The geoid height was determined by GEOID03.
 LE0156
 LE0156.The dynamic height is computed by dividing the NAVD 88
 LE0156.geopotential number by the normal gravity value computed on the
 LE0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0156.degrees latitude (g = 980.6199 gals.).
 LE0156
 LE0156.The modeled gravity was interpolated from observed gravity values.
 LE0156
 LE0156;                    North         East    Units  Estimated Accuracy
 LE0156;SPC IA S     -    72,860.      570,360.      MT  (+/- 180 meters Scaled)
 LE0156
 LE0156                          SUPERSEDED SURVEY CONTROL
 LE0156
 LE0156  NGVD 29 (??/??/92)  301.538  (m)          989.30   (f) ADJ UNCH    2 0
 LE0156
 LE0156.Superseded values are not recommended for survey control.
 LE0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0156.See file dsdata.txt to determine how the superseded data were derived.
 LE0156
 LE0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF280002(NAD 83)
 LE0156_MARKER: DB = BENCH MARK DISK
 LE0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0156_STAMPING: H 120 1935
 LE0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0156+STABILITY: SURFACE MOTION
 LE0156
 LE0156  HISTORY     - Date     Condition        Report By
 LE0156  HISTORY     - 1935     MONUMENTED       CGS
 LE0156  HISTORY     - 1943     GOOD             NGS
 LE0156  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 LE0156
 LE0156                          STATION DESCRIPTION
 LE0156
 LE0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0156'2 MI SE FROM MOULTON.
 LE0156'2.0 MILES SOUTHEAST ALONG THE WABASH RAILROAD FROM THE STATION
 LE0156'AT MOULTON, APPANOOSE COUNTY, 12 POLES NORTH OF MILEPOST 241,
 LE0156'AT A PUBLIC ROAD CROSSING, 72 FEET NORTHWEST OF THE CENTER
 LE0156'OF THE CROSSING, 42 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LE0156'TRACK, 28 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET
 LE0156'NORTH OF THE RIGHT-OF-WAY FENCE CORNER, AND LEVEL WITH THE
 LE0156'TRACK.  A STANDARD DISK, STAMPED H 120 1935 AND SET IN THE
 LE0156'TOP OF A CONCRETE POST.
 LE0156
 LE0156                          STATION RECOVERY (2000)
 LE0156
 LE0156'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LE0156'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0022 ***********************************************************************
 LE0022  DESIGNATION -  H 121
 LE0022  PID         -  LE0022
 LE0022  STATE/COUNTY-  IA/VAN BUREN
 LE0022  USGS QUAD   -  CANTRIL (1970)
 LE0022
 LE0022                         *CURRENT SURVEY CONTROL
 LE0022  ___________________________________________________________________
 LE0022* NAD 83(1986)-  40 39 28.     (N)    092 07 16.     (W)     SCALED    
 LE0022* NAVD 88     -       242.342  (meters)     795.08   (feet)  ADJUSTED  
 LE0022  ___________________________________________________________________
 LE0022  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LE0022  DYNAMIC HT  -         242.223 (meters)     794.69  (feet)  COMP
 LE0022  MODELED GRAV-     980,128.3   (mgal)                       NAVD 88
 LE0022
 LE0022  VERT ORDER  -  SECOND    CLASS 0
 LE0022
 LE0022.The horizontal coordinates were scaled from a topographic map and have
 LE0022.an estimated accuracy of +/- 6 seconds.
 LE0022
 LE0022.The orthometric height was determined by differential leveling
 LE0022.and adjusted by the National Geodetic Survey in June 1991..
 LE0022
 LE0022.The geoid height was determined by GEOID03.
 LE0022
 LE0022.The dynamic height is computed by dividing the NAVD 88
 LE0022.geopotential number by the normal gravity value computed on the
 LE0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0022.degrees latitude (g = 980.6199 gals.).
 LE0022
 LE0022.The modeled gravity was interpolated from observed gravity values.
 LE0022
 LE0022;                    North         East    Units  Estimated Accuracy
 LE0022;SPC IA S     -    73,970.      616,610.      MT  (+/- 180 meters Scaled)
 LE0022
 LE0022                          SUPERSEDED SURVEY CONTROL
 LE0022
 LE0022  NGVD 29 (??/??/92)  242.336  (m)          795.06   (f) ADJ UNCH    2 0
 LE0022
 LE0022.Superseded values are not recommended for survey control.
 LE0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0022.See file dsdata.txt to determine how the superseded data were derived.
 LE0022
 LE0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF742011(NAD 83)
 LE0022_MARKER: DB = BENCH MARK DISK
 LE0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0022_STAMPING: H 121 1935
 LE0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0022+STABILITY: SURFACE MOTION
 LE0022
 LE0022  HISTORY     - Date     Condition        Report By
 LE0022  HISTORY     - 1935     MONUMENTED       CGS
 LE0022
 LE0022                          STATION DESCRIPTION
 LE0022
 LE0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0022'2.4 MI SE FROM MILTON.
 LE0022'2.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0022'RAILROAD FROM THE STATION AT MILTON, VAN BUREN COUNTY, AT POLE
 LE0022'66+10, AT A ROAD CROSSING, 52 FEET SOUTHEAST OF THE CENTERLINE
 LE0022'OF THE ROAD, 9 FEET SOUTHEAST AND 5 FEET NORTHEAST OF A
 LE0022'RIGHT-OF-WAY FENCE CORNER, AND ABOUT 2 FEET LOWER THAN THE
 LE0022'TRACK.  A STANDARD DISK, STAMPED H 121 1935 AND SET IN THE TOP
 LE0022'OF A CONCRETE POST.  NOTE-- A METAL WITNESS POST WAS SET 1 FOOT
 LE0022'NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0482 ***********************************************************************
 MG0482  DESIGNATION -  H 123
 MG0482  PID         -  MG0482
 MG0482  STATE/COUNTY-  IA/HENRY
 MG0482  USGS QUAD   -  SWEDESBURG (1981)
 MG0482
 MG0482                         *CURRENT SURVEY CONTROL
 MG0482  ___________________________________________________________________
 MG0482* NAD 83(1986)-  41 06 19.     (N)    091 32 40.     (W)     SCALED    
 MG0482* NAVD 88     -       223.149  (meters)     732.11   (feet)  ADJUSTED  
 MG0482  ___________________________________________________________________
 MG0482  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MG0482  DYNAMIC HT  -         223.052 (meters)     731.80  (feet)  COMP
 MG0482  MODELED GRAV-     980,182.3   (mgal)                       NAVD 88
 MG0482
 MG0482  VERT ORDER  -  SECOND    CLASS 0
 MG0482
 MG0482.The horizontal coordinates were scaled from a topographic map and have
 MG0482.an estimated accuracy of +/- 6 seconds.
 MG0482
 MG0482.The orthometric height was determined by differential leveling
 MG0482.and adjusted by the National Geodetic Survey in June 1991..
 MG0482
 MG0482.The geoid height was determined by GEOID03.
 MG0482
 MG0482.The dynamic height is computed by dividing the NAVD 88
 MG0482.geopotential number by the normal gravity value computed on the
 MG0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0482.degrees latitude (g = 980.6199 gals.).
 MG0482
 MG0482.The modeled gravity was interpolated from observed gravity values.
 MG0482
 MG0482;                    North         East    Units  Estimated Accuracy
 MG0482;SPC IA S     -   124,590.      664,250.      MT  (+/- 180 meters Scaled)
 MG0482
 MG0482                          SUPERSEDED SURVEY CONTROL
 MG0482
 MG0482  NGVD 29 (??/??/92)  223.195  (m)          732.27   (f) ADJ UNCH    2 0
 MG0482
 MG0482.Superseded values are not recommended for survey control.
 MG0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0482.See file dsdata.txt to determine how the superseded data were derived.
 MG0482
 MG0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF222514(NAD 83)
 MG0482_MARKER: DB = BENCH MARK DISK
 MG0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0482_STAMPING: H 123 1935
 MG0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0482+STABILITY: SURFACE MOTION
 MG0482
 MG0482  HISTORY     - Date     Condition        Report By
 MG0482  HISTORY     - 1935     MONUMENTED       CGS
 MG0482  HISTORY     - 1941     GOOD             NGS
 MG0482
 MG0482                          STATION DESCRIPTION
 MG0482
 MG0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0482'2 MI S FROM OLDS.
 MG0482'2.0 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE MINNEAPOLIS
 MG0482'AND ST. LOUIS RAILROAD STATION AT OLDS, 93 FEET NORTH OF A
 MG0482'CROSSROADS, OPPOSITE THE SWEDESBURG EVANGELICAL LUTHERAN CHURCH,
 MG0482'33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET NORTH OF
 MG0482'THE NORTHWEST CORNER OF A GARAGE, AND 2 FEET NORTHWEST OF A
 MG0482'FENCE CORNER.  A STANDARD DISK, STAMPED H 123 1935 AND SET IN
 MG0482'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0096 ***********************************************************************
 MH0096  DESIGNATION -  H 124
 MH0096  PID         -  MH0096
 MH0096  STATE/COUNTY-  IA/JEFFERSON
 MH0096  USGS QUAD   -  BROOKVILLE (1980)
 MH0096
 MH0096                         *CURRENT SURVEY CONTROL
 MH0096  ___________________________________________________________________
 MH0096* NAD 83(1986)-  41 00 23.     (N)    092 04 58.     (W)     SCALED    
 MH0096* NAVD 88     -       224.978  (meters)     738.12   (feet)  ADJUSTED  
 MH0096  ___________________________________________________________________
 MH0096  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MH0096  DYNAMIC HT  -         224.876 (meters)     737.78  (feet)  COMP
 MH0096  MODELED GRAV-     980,165.1   (mgal)                       NAVD 88
 MH0096
 MH0096  VERT ORDER  -  SECOND    CLASS 0
 MH0096
 MH0096.The horizontal coordinates were scaled from a topographic map and have
 MH0096.an estimated accuracy of +/- 6 seconds.
 MH0096
 MH0096.The orthometric height was determined by differential leveling
 MH0096.and adjusted by the National Geodetic Survey in June 1991..
 MH0096
 MH0096.The geoid height was determined by GEOID03.
 MH0096
 MH0096.The dynamic height is computed by dividing the NAVD 88
 MH0096.geopotential number by the normal gravity value computed on the
 MH0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0096.degrees latitude (g = 980.6199 gals.).
 MH0096
 MH0096.The modeled gravity was interpolated from observed gravity values.
 MH0096
 MH0096;                    North         East    Units  Estimated Accuracy
 MH0096;SPC IA S     -   112,730.      619,220.      MT  (+/- 180 meters Scaled)
 MH0096
 MH0096                          SUPERSEDED SURVEY CONTROL
 MH0096
 MH0096  NGVD 29 (??/??/92)  225.014  (m)          738.23   (f) ADJ UNCH    2 0
 MH0096
 MH0096.Superseded values are not recommended for survey control.
 MH0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0096.See file dsdata.txt to determine how the superseded data were derived.
 MH0096
 MH0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF771398(NAD 83)
 MH0096_MARKER: DB = BENCH MARK DISK
 MH0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0096_SP_SET: CONCRETE FOUNDATION PEDESTAL
 MH0096_STAMPING: H 124 1935
 MH0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0096
 MH0096  HISTORY     - Date     Condition        Report By
 MH0096  HISTORY     - 1935     MONUMENTED       CGS
 MH0096  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 MH0096
 MH0096                          STATION DESCRIPTION
 MH0096
 MH0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0096'AT BERNHART.
 MH0096'AT BERNHART, JEFFERSON COUNTY, ON THE CHICAGO, BURLINGTON AND
 MH0096'QUINCY RAILROAD, 600 FEET WEST OF THE STATION, AT UNDERPASS
 MH0096'261.71, IN THE TOP OF THE NORTHWEST CORNER OF THE SOUTHWEST
 MH0096'CONCRETE FOUNDATION PEDESTAL, AND 8 FEET SOUTH OF THE CENTER
 MH0096'LINE OF THE TRACK.  A STANDARD DISK, STAMPED H 124 1935.
 MH0096
 MH0096                          STATION RECOVERY (2000)
 MH0096
 MH0096'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MH0096'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0630 ***********************************************************************
 LD0630  DESIGNATION -  H 125
 LD0630  PID         -  LD0630
 LD0630  STATE/COUNTY-  IA/HENRY
 LD0630  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0630
 LD0630                         *CURRENT SURVEY CONTROL
 LD0630  ___________________________________________________________________
 LD0630* NAD 83(1986)-  40 57 56.     (N)    091 31 34.     (W)     SCALED    
 LD0630* NAVD 88     -       220.401  (meters)     723.10   (feet)  ADJUSTED  
 LD0630  ___________________________________________________________________
 LD0630  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0630  DYNAMIC HT  -         220.301 (meters)     722.77  (feet)  COMP
 LD0630  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 LD0630
 LD0630  VERT ORDER  -  SECOND    CLASS 0
 LD0630
 LD0630.The horizontal coordinates were scaled from a topographic map and have
 LD0630.an estimated accuracy of +/- 6 seconds.
 LD0630
 LD0630.The orthometric height was determined by differential leveling
 LD0630.and adjusted by the National Geodetic Survey in June 1991..
 LD0630
 LD0630.The geoid height was determined by GEOID03.
 LD0630
 LD0630.The dynamic height is computed by dividing the NAVD 88
 LD0630.geopotential number by the normal gravity value computed on the
 LD0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0630.degrees latitude (g = 980.6199 gals.).
 LD0630
 LD0630.The modeled gravity was interpolated from observed gravity values.
 LD0630
 LD0630;                    North         East    Units  Estimated Accuracy
 LD0630;SPC IA S     -   109,110.      666,140.      MT  (+/- 180 meters Scaled)
 LD0630
 LD0630                          SUPERSEDED SURVEY CONTROL
 LD0630
 LD0630  NGVD 29 (??/??/92)  220.442  (m)          723.23   (f) ADJ UNCH    2 0
 LD0630
 LD0630.Superseded values are not recommended for survey control.
 LD0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0630.See file dsdata.txt to determine how the superseded data were derived.
 LD0630
 LD0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF240359(NAD 83)
 LD0630_MARKER: DB = BENCH MARK DISK
 LD0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0630_STAMPING: H 125 1935
 LD0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0630+STABILITY: SURFACE MOTION
 LD0630
 LD0630  HISTORY     - Date     Condition        Report By
 LD0630  HISTORY     - 1935     MONUMENTED       CGS
 LD0630  HISTORY     - 1954     MARK NOT FOUND   NGS
 LD0630  HISTORY     - 1979     MARK NOT FOUND   NGS
 LD0630
 LD0630                          STATION DESCRIPTION
 LD0630
 LD0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LD0630'1.4 MI E FROM MT PLEASANT.
 LD0630'1.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0630'FROM THE STATION AT MT. PLEASANT, HENRY COUNTY, 200 FEET EAST
 LD0630'OF MILEPOST 232, AT A ROAD CROSSING, 44 FEET SOUTH OF THE
 LD0630'CENTERLINE OF THE SOUTH TRACK, 30 FEET EAST OF THE CENTERLINE
 LD0630'OF THE ROAD, 5 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A
 LD0630'FENCE LINE, AND SLIGHTLY LOWER THAN THE TRACK.  A STANDARD
 LD0630'DISK, STAMPED H 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LD0630
 LD0630                          STATION RECOVERY (1979)
 LD0630
 LD0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LD0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0582 ***********************************************************************
 MJ0582  DESIGNATION -  H 127
 MJ0582  PID         -  MJ0582
 MJ0582  STATE/COUNTY-  IA/MILLS
 MJ0582  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0582
 MJ0582                         *CURRENT SURVEY CONTROL
 MJ0582  ___________________________________________________________________
 MJ0582* NAD 83(1986)-  41 02 42.     (N)    095 48 27.     (W)     SCALED    
 MJ0582* NAVD 88     -       291.724  (meters)     957.10   (feet)  ADJUSTED  
 MJ0582  ___________________________________________________________________
 MJ0582  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 MJ0582  DYNAMIC HT  -         291.603 (meters)     956.70  (feet)  COMP
 MJ0582  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 MJ0582
 MJ0582  VERT ORDER  -  FIRST     CLASS II
 MJ0582
 MJ0582.The horizontal coordinates were scaled from a topographic map and have
 MJ0582.an estimated accuracy of +/- 6 seconds.
 MJ0582
 MJ0582.The orthometric height was determined by differential leveling
 MJ0582.and adjusted by the National Geodetic Survey in June 1991..
 MJ0582.WARNING-Repeat measurements at this control monument indicate possible
 MJ0582.vertical movement.
 MJ0582
 MJ0582.The geoid height was determined by GEOID03.
 MJ0582
 MJ0582.The dynamic height is computed by dividing the NAVD 88
 MJ0582.geopotential number by the normal gravity value computed on the
 MJ0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0582.degrees latitude (g = 980.6199 gals.).
 MJ0582
 MJ0582.The modeled gravity was interpolated from observed gravity values.
 MJ0582
 MJ0582;                    North         East    Units  Estimated Accuracy
 MJ0582;SPC IA S     -   118,620.      306,020.      MT  (+/- 180 meters Scaled)
 MJ0582
 MJ0582                          SUPERSEDED SURVEY CONTROL
 MJ0582
 MJ0582  NGVD 29 (??/??/92)  291.683  (m)          956.96   (f) ADJ UNCH    1 2
 MJ0582
 MJ0582.Superseded values are not recommended for survey control.
 MJ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0582.See file dsdata.txt to determine how the superseded data were derived.
 MJ0582
 MJ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF640475(NAD 83)
 MJ0582_MARKER: DB = BENCH MARK DISK
 MJ0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0582_SP_SET: CONCRETE POST
 MJ0582_STAMPING: H 127 1947
 MJ0582_MARK LOGO: CGS   
 MJ0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0582+STABILITY: SURFACE MOTION
 MJ0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0582+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1989
 MJ0582
 MJ0582  HISTORY     - Date     Condition        Report By
 MJ0582  HISTORY     - 1947     MONUMENTED       CGS
 MJ0582  HISTORY     - 1948     GOOD             NGS
 MJ0582  HISTORY     - 19890725 GOOD             NGS
 MJ0582
 MJ0582                          STATION DESCRIPTION
 MJ0582
 MJ0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0582'2.1 MI N FROM PACIFIC JUNCTION.
 MJ0582'ABOUT 2.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MJ0582'RAILROAD FROM THE STATION AT PACIFIC JUNCTION, ABOUT 10 POLES
 MJ0582'NORTH OF MILEPOST 477, AT A ROAD CROSSING, 47.0 FEET EAST OF
 MJ0582'AND 3 FEET LOWER THAN THE CENTER LINE OF THE TRACK, 35.0 FEET
 MJ0582'SOUTH OF THE CENTER LINE OF A ROAD, 9.5 FEET SOUTHEAST OF A
 MJ0582'TELEGRAPH POLE, 4.4 FEET SOUTHWEST OF A FENCE CORNER, 2.0 FEET
 MJ0582'SOUTH OF A 4 X 4 MARKER POST, AND 1.0 FOOT WEST OF A FENCE,
 MJ0582'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 3 INCHES ABOVE
 MJ0582'THE SURFACE OF THE GROUND.
 MJ0582
 MJ0582                          STATION RECOVERY (1948)
 MJ0582
 MJ0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0582'RECOVERED IN GOOD CONDITION.
 MJ0582
 MJ0582                          STATION RECOVERY (1989)
 MJ0582
 MJ0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0582'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.85 KM
 MJ0582'(1.15 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 MJ0582'JUNCTION OF STATE HIGHWAY 385 BUSINESS IN PACIFIC JUNCTION, 13.9 M
 MJ0582'(45.6 FT) EAST OF THE NEAR RAIL, 10.7 M (35.1 FT) SOUTH OF THE CENTER
 MJ0582'OF A GRAVELED ROAD, 2.9 M (9.5 FT) SOUTHEAST OF A UTILITY POLE, 0.9 M
 MJ0582'(3.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) SOUTH OF A
 MJ0582'WITNESS POST, AND IN A CONCRETE MONUMENT THAT IS 0.3 M (1.0 FT) BELOW
 MJ0582'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0163 ***********************************************************************
 NM0163  DESIGNATION -  H 128
 NM0163  PID         -  NM0163
 NM0163  STATE/COUNTY-  IA/WOODBURY
 NM0163  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM0163
 NM0163                         *CURRENT SURVEY CONTROL
 NM0163  ___________________________________________________________________
 NM0163* NAD 83(1986)-  42 25 55.     (N)    096 22 09.     (W)     SCALED    
 NM0163* NAVD 88     -       334.666  (meters)    1097.98   (feet)  ADJUSTED  
 NM0163  ___________________________________________________________________
 NM0163  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 NM0163  DYNAMIC HT  -         334.558 (meters)    1097.63  (feet)  COMP
 NM0163  MODELED GRAV-     980,288.4   (mgal)                       NAVD 88
 NM0163
 NM0163  VERT ORDER  -  FIRST     CLASS II
 NM0163
 NM0163.The horizontal coordinates were scaled from a topographic map and have
 NM0163.an estimated accuracy of +/- 6 seconds.
 NM0163
 NM0163.The orthometric height was determined by differential leveling
 NM0163.and adjusted by the National Geodetic Survey in June 1991..
 NM0163.WARNING-Repeat measurements at this control monument indicate possible
 NM0163.vertical movement.
 NM0163
 NM0163.The geoid height was determined by GEOID03.
 NM0163
 NM0163.The dynamic height is computed by dividing the NAVD 88
 NM0163.geopotential number by the normal gravity value computed on the
 NM0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0163.degrees latitude (g = 980.6199 gals.).
 NM0163
 NM0163.The modeled gravity was interpolated from observed gravity values.
 NM0163
 NM0163;                    North         East    Units  Estimated Accuracy
 NM0163;SPC IA N     - 1,107,520.    1,263,960.      MT  (+/- 180 meters Scaled)
 NM0163
 NM0163                          SUPERSEDED SURVEY CONTROL
 NM0163
 NM0163  NGVD 29 (??/??/92)  334.528  (m)         1097.53   (f) ADJ UNCH    1 2
 NM0163
 NM0163.Superseded values are not recommended for survey control.
 NM0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0163.See file dsdata.txt to determine how the superseded data were derived.
 NM0163
 NM0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN164010(NAD 83)
 NM0163_MARKER: DB = BENCH MARK DISK
 NM0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0163_SP_SET: CONCRETE POST
 NM0163_STAMPING: H 128 1948
 NM0163_MARK LOGO: CGS   
 NM0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0163+STABILITY: SURFACE MOTION
 NM0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0163+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1989
 NM0163
 NM0163  HISTORY     - Date     Condition        Report By
 NM0163  HISTORY     - 1948     MONUMENTED       CGS
 NM0163  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0163  HISTORY     - 19890822 GOOD             NGS
 NM0163
 NM0163                          STATION DESCRIPTION
 NM0163
 NM0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0163'2.2 MI N FROM SERGEANT BLUFF.
 NM0163'2.15 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0163'FROM THE STATION AT SERGEANT BLUFF, AT A ROAD CROSSING, 45.5
 NM0163'FEET WEST OF THE WEST RAIL OF THE TRACK, 21.0 FEET SOUTH OF THE
 NM0163'CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A REFERENCE POST, 0.8
 NM0163'FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF
 NM0163'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0163
 NM0163                          STATION RECOVERY (1966)
 NM0163
 NM0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0163'MARK NOT FOUND.
 NM0163
 NM0163                          STATION RECOVERY (1989)
 NM0163
 NM0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0163'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  CHANGE--AT
 NM0163'A ROAD CROSSING, TO AT AN ABANDONED ROAD CROSSING.  DELETE--0.8 FOOT
 NM0163'EAST OF THE WEST RIGHT-OF-WAY FENCE.  ADD--0.3 KM (0.20 MI) NORTH OF
 NM0163'THE INTERSECTION OF DONNER AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0126 ***********************************************************************
 NM0126  DESIGNATION -  H 129
 NM0126  PID         -  NM0126
 NM0126  STATE/COUNTY-  IA/WOODBURY
 NM0126  USGS QUAD   -  SALIX (1976)
 NM0126
 NM0126                         *CURRENT SURVEY CONTROL
 NM0126  ___________________________________________________________________
 NM0126* NAD 83(1986)-  42 16 05.     (N)    096 15 19.     (W)     SCALED    
 NM0126* NAVD 88     -       327.604  (meters)    1074.81   (feet)  ADJUSTED  
 NM0126  ___________________________________________________________________
 NM0126  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 NM0126  DYNAMIC HT  -         327.495 (meters)    1074.46  (feet)  COMP
 NM0126  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 NM0126
 NM0126  VERT ORDER  -  FIRST     CLASS II
 NM0126
 NM0126.The horizontal coordinates were scaled from a topographic map and have
 NM0126.an estimated accuracy of +/- 6 seconds.
 NM0126
 NM0126.The orthometric height was determined by differential leveling
 NM0126.and adjusted by the National Geodetic Survey in June 1991..
 NM0126
 NM0126.The geoid height was determined by GEOID03.
 NM0126
 NM0126.The dynamic height is computed by dividing the NAVD 88
 NM0126.geopotential number by the normal gravity value computed on the
 NM0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0126.degrees latitude (g = 980.6199 gals.).
 NM0126
 NM0126.The modeled gravity was interpolated from observed gravity values.
 NM0126
 NM0126;                    North         East    Units  Estimated Accuracy
 NM0126;SPC IA N     - 1,089,020.    1,272,730.      MT  (+/- 180 meters Scaled)
 NM0126
 NM0126                          SUPERSEDED SURVEY CONTROL
 NM0126
 NM0126  NGVD 29 (??/??/92)  327.449  (m)         1074.31   (f) ADJ UNCH    1 2
 NM0126
 NM0126.Superseded values are not recommended for survey control.
 NM0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0126.See file dsdata.txt to determine how the superseded data were derived.
 NM0126
 NM0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM263831(NAD 83)
 NM0126_MARKER: DB = BENCH MARK DISK
 NM0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0126_STAMPING: H 129 1948
 NM0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0126+STABILITY: SURFACE MOTION
 NM0126
 NM0126  HISTORY     - Date     Condition        Report By
 NM0126  HISTORY     - 1948     MONUMENTED       CGS
 NM0126  HISTORY     - 1964     MARK NOT FOUND   USGS
 NM0126  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0126
 NM0126                          STATION DESCRIPTION
 NM0126
 NM0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0126'2.9 MI NW FROM SLOAN.
 NM0126'2.9 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0126'FROM THE STATION AT SLOAN, 0.1 MILE NORTHWEST OF A FARMHOUSE WHICH
 NM0126'IS ON THE EAST SIDE OF THE HIGHWAY, 100 YARDS SOUTH OF A FENCE
 NM0126'CORNER WHICH IS ON THE EAST SIDE OF THE HIGHWAY, 45.4 FEET SOUTHWEST
 NM0126'OF STATION 199 WHICH IS ON THE WEST SIDE OF THE HIGHWAY, 42.2 FEET
 NM0126'NORTHEAST OF THE NORTHEAST RAIL, 35.4 FEET SOUTHWEST OF THE CENTER
 NM0126'LINE OF U.S. HIGHWAY 75, 2.8 FEET WEST OF A TELEPHONE POLE, 1.8
 NM0126'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NM0126'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK
 NM0126'IS 3.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NM0126'RAILROAD FROM THE STATION AT SALIX.
 NM0126
 NM0126                          STATION RECOVERY (1964)
 NM0126
 NM0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NM0126'MARK NOT FOUND.
 NM0126
 NM0126                          STATION RECOVERY (1989)
 NM0126
 NM0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0588 ***********************************************************************
 MJ0588  DESIGNATION -  H 130
 MJ0588  PID         -  MJ0588
 MJ0588  STATE/COUNTY-  IA/MILLS
 MJ0588  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0588
 MJ0588                         *CURRENT SURVEY CONTROL
 MJ0588  ___________________________________________________________________
 MJ0588* NAD 83(1986)-  41 05 41.     (N)    095 49 08.     (W)     SCALED    
 MJ0588* NAVD 88     -       294.680  (meters)     966.80   (feet)  ADJUSTED  
 MJ0588  ___________________________________________________________________
 MJ0588  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MJ0588  DYNAMIC HT  -         294.559 (meters)     966.40  (feet)  COMP
 MJ0588  MODELED GRAV-     980,205.2   (mgal)                       NAVD 88
 MJ0588
 MJ0588  VERT ORDER  -  FIRST     CLASS II
 MJ0588
 MJ0588.The horizontal coordinates were scaled from a topographic map and have
 MJ0588.an estimated accuracy of +/- 6 seconds.
 MJ0588
 MJ0588.The orthometric height was determined by differential leveling
 MJ0588.and adjusted by the National Geodetic Survey in June 1991..
 MJ0588
 MJ0588.The geoid height was determined by GEOID03.
 MJ0588
 MJ0588.The dynamic height is computed by dividing the NAVD 88
 MJ0588.geopotential number by the normal gravity value computed on the
 MJ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0588.degrees latitude (g = 980.6199 gals.).
 MJ0588
 MJ0588.The modeled gravity was interpolated from observed gravity values.
 MJ0588
 MJ0588;                    North         East    Units  Estimated Accuracy
 MJ0588;SPC IA S     -   124,160.      305,210.      MT  (+/- 180 meters Scaled)
 MJ0588
 MJ0588                          SUPERSEDED SURVEY CONTROL
 MJ0588
 MJ0588  NGVD 29 (??/??/92)  294.590  (m)          966.50   (f) ADJ UNCH    1 2
 MJ0588
 MJ0588.Superseded values are not recommended for survey control.
 MJ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0588.See file dsdata.txt to determine how the superseded data were derived.
 MJ0588
 MJ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF632531(NAD 83)
 MJ0588_MARKER: DB = BENCH MARK DISK
 MJ0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0588_STAMPING: H 130 1948
 MJ0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0588+STABILITY: SURFACE MOTION
 MJ0588
 MJ0588  HISTORY     - Date     Condition        Report By
 MJ0588  HISTORY     - 1948     MONUMENTED       CGS
 MJ0588  HISTORY     - 19890725 MARK NOT FOUND   NGS
 MJ0588
 MJ0588                          STATION DESCRIPTION
 MJ0588
 MJ0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0588'6 MI N FROM PACIFIC JUNCTION.
 MJ0588'3.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MJ0588'RAILROAD FROM THE RAILROAD CROSSING AT PACIFIC JUNCTION, THENCE
 MJ0588'0.35 MILE EAST ALONG A FARM ROAD, THENCE 2.0 MILES NORTH ALONG
 MJ0588'A GRAVEL ROAD THAT FOLLOWS THE BASE OF THE BLUFFS, AT GOWIN
 MJ0588'NO. 2 SCHOOL, 0.25 MILE SOUTH OF FOLSOM STORE, 0.35 MILE
 MJ0588'NORTH OF A BRIDGE ACROSS A DITCH, 59.4 FEET SOUTHEAST OF THE
 MJ0588'CENTER OF THE FRONT DOOR TO THE SCHOOL BUILDING, 26.0 FEET WEST
 MJ0588'OF THE CENTER LINE OF THE GRAVEL ROAD, 61.1 FEET SOUTH ALONG A
 MJ0588'FENCE LINE FROM THE CENTER OF A DRIVE LEADING TO THE SCHOOL,
 MJ0588'1.0 FOOT EAST OF A MESH WIRE FENCE AROUND THE SCHOOL YARD, SET
 MJ0588'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MJ0588'GROUND.
 MJ0588
 MJ0588                          STATION RECOVERY (1989)
 MJ0588
 MJ0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1126 ***********************************************************************
 LF1126  DESIGNATION -  H 131
 LF1126  PID         -  LF1126
 LF1126  STATE/COUNTY-  IA/MILLS
 LF1126  USGS QUAD   -  ROCK BLUFF (1984)
 LF1126
 LF1126                         *CURRENT SURVEY CONTROL
 LF1126  ___________________________________________________________________
 LF1126* NAD 83(1986)-  40 56 42.     (N)    095 48 57.     (W)     SCALED    
 LF1126* NAVD 88     -       288.757  (meters)     947.36   (feet)  ADJUSTED  
 LF1126  ___________________________________________________________________
 LF1126  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 LF1126  DYNAMIC HT  -         288.633 (meters)     946.96  (feet)  COMP
 LF1126  MODELED GRAV-     980,185.6   (mgal)                       NAVD 88
 LF1126
 LF1126  VERT ORDER  -  SECOND    CLASS 0
 LF1126
 LF1126.The horizontal coordinates were scaled from a topographic map and have
 LF1126.an estimated accuracy of +/- 6 seconds.
 LF1126
 LF1126.The orthometric height was determined by differential leveling
 LF1126.and adjusted by the National Geodetic Survey in June 1991..
 LF1126
 LF1126.The geoid height was determined by GEOID03.
 LF1126
 LF1126.The dynamic height is computed by dividing the NAVD 88
 LF1126.geopotential number by the normal gravity value computed on the
 LF1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1126.degrees latitude (g = 980.6199 gals.).
 LF1126
 LF1126.The modeled gravity was interpolated from observed gravity values.
 LF1126
 LF1126;                    North         East    Units  Estimated Accuracy
 LF1126;SPC IA S     -   107,540.      305,030.      MT  (+/- 180 meters Scaled)
 LF1126
 LF1126                          SUPERSEDED SURVEY CONTROL
 LF1126
 LF1126  NGVD 29 (??/??/92)  288.669  (m)          947.07   (f) ADJ UNCH    2 0
 LF1126
 LF1126.Superseded values are not recommended for survey control.
 LF1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1126.See file dsdata.txt to determine how the superseded data were derived.
 LF1126
 LF1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF629364(NAD 83)
 LF1126_MARKER: DB = BENCH MARK DISK
 LF1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1126_STAMPING: H 131 1948
 LF1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1126+STABILITY: SURFACE MOTION
 LF1126
 LF1126  HISTORY     - Date     Condition        Report By
 LF1126  HISTORY     - 1948     MONUMENTED       CGS
 LF1126
 LF1126                          STATION DESCRIPTION
 LF1126
 LF1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1126'5.1 MI NW FROM BARTLETT.
 LF1126'4.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1126'FROM THE STATION AT BARTLETT, THENCE 0.3 MILE WEST ALONG A DIRT
 LF1126'ROAD, THENCE 0.05 MILE SOUTH ALONG A GRAVEL ROAD (COUNTY ROAD G),
 LF1126'THENCE 0.65 MILE WEST ALONG A DIRT ROAD, 78.8 FEET NORTHEAST OF
 LF1126'THE NORTHEAST CORNER OF AN ABANDONED FARMHOUSE, 100.0 FEET NORTH
 LF1126'NORTHEAST OF A WELL PUMP JUST SOUTHEAST OF THE HOUSE, 15.0 FEET SOUTH
 LF1126'OF THE CENTER LINE OF THE EAST-WEST ROAD, 14.0 FEET EAST OF THE CENTER
 LF1126'LINE OF A GATE, 1.0 FOOT NORTH OF A FENCE, 1.4 FEET FROM A 4 X 4
 LF1126'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF1126'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1133 ***********************************************************************
 LF1133  DESIGNATION -  H 133
 LF1133  PID         -  LF1133
 LF1133  STATE/COUNTY-  IA/MILLS
 LF1133  USGS QUAD   -  ROCK BLUFF (1984)
 LF1133
 LF1133                         *CURRENT SURVEY CONTROL
 LF1133  ___________________________________________________________________
 LF1133* NAD 83(1986)-  40 54 09.     (N)    095 48 35.     (W)     SCALED    
 LF1133* NAVD 88     -       288.395  (meters)     946.18   (feet)  ADJUSTED  
 LF1133  ___________________________________________________________________
 LF1133  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 LF1133  DYNAMIC HT  -         288.267 (meters)     945.76  (feet)  COMP
 LF1133  MODELED GRAV-     980,170.7   (mgal)                       NAVD 88
 LF1133
 LF1133  VERT ORDER  -  SECOND    CLASS 0
 LF1133
 LF1133.The horizontal coordinates were scaled from a topographic map and have
 LF1133.an estimated accuracy of +/- 6 seconds.
 LF1133
 LF1133.The orthometric height was determined by differential leveling
 LF1133.and adjusted by the National Geodetic Survey in June 1991..
 LF1133
 LF1133.The geoid height was determined by GEOID03.
 LF1133
 LF1133.The dynamic height is computed by dividing the NAVD 88
 LF1133.geopotential number by the normal gravity value computed on the
 LF1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1133.degrees latitude (g = 980.6199 gals.).
 LF1133
 LF1133.The modeled gravity was interpolated from observed gravity values.
 LF1133
 LF1133;                    North         East    Units  Estimated Accuracy
 LF1133;SPC IA S     -   102,810.      305,420.      MT  (+/- 180 meters Scaled)
 LF1133
 LF1133                          SUPERSEDED SURVEY CONTROL
 LF1133
 LF1133  NGVD 29 (??/??/92)  288.310  (m)          945.90   (f) ADJ UNCH    2 0
 LF1133
 LF1133.Superseded values are not recommended for survey control.
 LF1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1133.See file dsdata.txt to determine how the superseded data were derived.
 LF1133
 LF1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF633317(NAD 83)
 LF1133_MARKER: DB = BENCH MARK DISK
 LF1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1133_STAMPING: H 133 1948
 LF1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1133+STABILITY: SURFACE MOTION
 LF1133
 LF1133  HISTORY     - Date     Condition        Report By
 LF1133  HISTORY     - 1948     MONUMENTED       CGS
 LF1133
 LF1133                          STATION DESCRIPTION
 LF1133
 LF1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1133'2 MI NW FROM BARTLETT.
 LF1133'0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1133'FROM THE STATION AT BARTLETT, THENCE 0.5 MILE WEST ALONG A GRAVEL
 LF1133'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, THENCE 0.3 MILE
 LF1133'WEST ALONG A DIRT ROAD (FREMONT-MILLS COUNTY LINE ROAD), THENCE
 LF1133'0.2 MILE NORTH ALONG A DIRT ROAD, 31.4 FEET SOUTHWEST OF THE
 LF1133'SOUTHWEST CORNER OF A FARMHOUSE, 10.6 FEET SOUTHEAST OF THE
 LF1133'SOUTHEAST CORNER OF A SMALL GARAGE, 4.2 FEET EAST OF THE EAST SIDE
 LF1133'OF A 5-FOOT COTTONWOOD TREE, 1.8 FEET SOUTH OF A 4 X 4 REFERENCE
 LF1133'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 LF1133'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1178 ***********************************************************************
 LF1178  DESIGNATION -  H 134
 LF1178  PID         -  LF1178
 LF1178  STATE/COUNTY-  IA/FREMONT
 LF1178  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1178
 LF1178                         *CURRENT SURVEY CONTROL
 LF1178  ___________________________________________________________________
 LF1178* NAD 83(1986)-  40 42 51.     (N)    095 50 09.     (W)     SCALED    
 LF1178* NAVD 88     -       282.283  (meters)     926.12   (feet)  ADJUSTED  
 LF1178  ___________________________________________________________________
 LF1178  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LF1178  DYNAMIC HT  -         282.137 (meters)     925.64  (feet)  COMP
 LF1178  MODELED GRAV-     980,098.0   (mgal)                       NAVD 88
 LF1178
 LF1178  VERT ORDER  -  SECOND    CLASS 0
 LF1178
 LF1178.The horizontal coordinates were scaled from a topographic map and have
 LF1178.an estimated accuracy of +/- 6 seconds.
 LF1178
 LF1178.The orthometric height was determined by differential leveling
 LF1178.and adjusted by the National Geodetic Survey in June 1991..
 LF1178
 LF1178.The geoid height was determined by GEOID03.
 LF1178
 LF1178.The dynamic height is computed by dividing the NAVD 88
 LF1178.geopotential number by the normal gravity value computed on the
 LF1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1178.degrees latitude (g = 980.6199 gals.).
 LF1178
 LF1178.The modeled gravity was interpolated from observed gravity values.
 LF1178
 LF1178;                    North         East    Units  Estimated Accuracy
 LF1178;SPC IA S     -    81,960.      302,660.      MT  (+/- 180 meters Scaled)
 LF1178
 LF1178                          SUPERSEDED SURVEY CONTROL
 LF1178
 LF1178  NGVD 29 (??/??/92)  282.184  (m)          925.80   (f) ADJ UNCH    2 0
 LF1178
 LF1178.Superseded values are not recommended for survey control.
 LF1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1178.See file dsdata.txt to determine how the superseded data were derived.
 LF1178
 LF1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF604108(NAD 83)
 LF1178_MARKER: DB = BENCH MARK DISK
 LF1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1178_STAMPING: H 134 1948
 LF1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1178+STABILITY: SURFACE MOTION
 LF1178
 LF1178  HISTORY     - Date     Condition        Report By
 LF1178  HISTORY     - 1948     MONUMENTED       CGS
 LF1178  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF1178
 LF1178                          STATION DESCRIPTION
 LF1178
 LF1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1178'2.8 MI NE FROM NEBRASKA CITY.
 LF1178'0.15 MILE EAST ALONG IOWA STATE HIGHWAY 2 FROM THE EAST END
 LF1178'OF THE NEBRASKA CITY BRIDGE AT NEBRASKA CITY, NEBRASKA, THENCE
 LF1178'2.6 MILES NORTH ALONG A DIRT ROAD KNOWN AS RICKETTS SCHOOL ROAD,
 LF1178'IN THE SOUTHEAST ANGLE OF THE JUNCTION OF A ROAD LEADING SOUTHEAST,
 LF1178'112.1 FEET SOUTH OF THE SOUTHWEST CORNER OF A TWO ROOM WHITE
 LF1178'PAINTED FARM DWELLING, 33.5 FEET NORTHEAST OF THE CENTER OF
 LF1178'THE EAST END OF A CONCRETE PIPE CULVERT IN BLANCHARD DITCH
 LF1178'UNDER THE NORTH-SOUTH ROAD (MEASURED WITH TAPE GOING THROUGH
 LF1178'CROTCH IN A BOX ELDER TREE), 30.3 FEET SOUTHWEST OF THE CENTER
 LF1178'LINE OF THE ROAD LEADING SOUTHEAST ALONG THE NORTHEAST SIDE OF
 LF1178'BLANCHARD DITCH, 29.8 FEET EAST OF THE CENTER LINE OF THE
 LF1178'NORTH-SOUTH ROAD, 7.5 FEET NORTH NORTHEAST OF A 24-INCH BOX ELDER
 LF1178'TREE, 1.4 FEET NORTH OF A 4 X 4 REFERENCE POST, 1.0 FOOT WEST
 LF1178'OF THE RIGHT-OF-WAY FENCE LINE, SET IN THE TOP OF A CONCRETE
 LF1178'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 LF1178
 LF1178                          STATION RECOVERY (1964)
 LF1178
 LF1178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0983 ***********************************************************************
 LF0983  DESIGNATION -  H 135
 LF0983  PID         -  LF0983
 LF0983  STATE/COUNTY-  IA/FREMONT
 LF0983  USGS QUAD   -  HAMBURG (1984)
 LF0983
 LF0983                         *CURRENT SURVEY CONTROL
 LF0983  ___________________________________________________________________
 LF0983* NAD 83(1986)-  40 36 02.     (N)    095 41 59.     (W)     SCALED    
 LF0983* NAVD 88     -       276.583  (meters)     907.42   (feet)  ADJUSTED  
 LF0983  ___________________________________________________________________
 LF0983  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LF0983  DYNAMIC HT  -         276.437 (meters)     906.94  (feet)  COMP
 LF0983  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 LF0983
 LF0983  VERT ORDER  -  SECOND    CLASS 0
 LF0983
 LF0983.The horizontal coordinates were scaled from a topographic map and have
 LF0983.an estimated accuracy of +/- 6 seconds.
 LF0983
 LF0983.The orthometric height was determined by differential leveling
 LF0983.and adjusted by the National Geodetic Survey in June 1991..
 LF0983
 LF0983.The geoid height was determined by GEOID03.
 LF0983
 LF0983.The dynamic height is computed by dividing the NAVD 88
 LF0983.geopotential number by the normal gravity value computed on the
 LF0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0983.degrees latitude (g = 980.6199 gals.).
 LF0983
 LF0983.The modeled gravity was interpolated from observed gravity values.
 LF0983
 LF0983;                    North         East    Units  Estimated Accuracy
 LF0983;SPC IA S     -    69,050.      313,830.      MT  (+/- 180 meters Scaled)
 LF0983
 LF0983                          SUPERSEDED SURVEY CONTROL
 LF0983
 LF0983  NGVD 29 (??/??/92)  276.484  (m)          907.10   (f) ADJ UNCH    2 0
 LF0983
 LF0983.Superseded values are not recommended for survey control.
 LF0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0983.See file dsdata.txt to determine how the superseded data were derived.
 LF0983
 LF0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE715979(NAD 83)
 LF0983_MARKER: DB = BENCH MARK DISK
 LF0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0983_STAMPING: H 135 1948
 LF0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0983+STABILITY: SURFACE MOTION
 LF0983
 LF0983  HISTORY     - Date     Condition        Report By
 LF0983  HISTORY     - 1948     MONUMENTED       CGS
 LF0983  HISTORY     - 1966     MARK NOT FOUND   USGS
 LF0983
 LF0983                          STATION DESCRIPTION
 LF0983
 LF0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0983'2.2 MI NW FROM HAMBURG.
 LF0983'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0983'RAILROAD FROM THE STATION AT HAMBURG, THENCE 1.5 MILES WEST
 LF0983'ALONG A TAR ROAD, 0.8 MILE EAST OF THE BELCHER SCHOOL, AT THE
 LF0983'HAMBURG AIRPORT, 37.0 FEET SOUTHEAST OF A GATE, 2.0 FEET SOUTH
 LF0983'OF THE NORTHWEST CORNER OF THE MOST EASTERLY OF TWO HANGARS,
 LF0983'0.4 FOOT WEST OF THE WEST END OF THE HANGAR, SET IN THE TOP
 LF0983'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- THE
 LF0983'AIRPORT IS ON THE PROPERTY OF AND NEAR THE HOME OF A MR. HOOVER.
 LF0983
 LF0983                          STATION RECOVERY (1966)
 LF0983
 LF0983'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LF0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0221 ***********************************************************************
 MK0221  DESIGNATION -  H 136
 MK0221  PID         -  MK0221
 MK0221  STATE/COUNTY-  IA/HARRISON
 MK0221  USGS QUAD   -  MODALE (1970)
 MK0221
 MK0221                         *CURRENT SURVEY CONTROL
 MK0221  ___________________________________________________________________
 MK0221* NAD 83(1986)-  41 34 32.     (N)    096 02 16.     (W)     SCALED    
 MK0221* NAVD 88     -       307.783  (meters)    1009.78   (feet)  ADJUSTED  
 MK0221  ___________________________________________________________________
 MK0221  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 MK0221  DYNAMIC HT  -         307.644 (meters)    1009.33  (feet)  COMP
 MK0221  MODELED GRAV-     980,165.1   (mgal)                       NAVD 88
 MK0221
 MK0221  VERT ORDER  -  SECOND    CLASS 0
 MK0221
 MK0221.The horizontal coordinates were scaled from a topographic map and have
 MK0221.an estimated accuracy of +/- 6 seconds.
 MK0221
 MK0221.The orthometric height was determined by differential leveling
 MK0221.and adjusted by the National Geodetic Survey in June 1991..
 MK0221
 MK0221.The geoid height was determined by GEOID03.
 MK0221
 MK0221.The dynamic height is computed by dividing the NAVD 88
 MK0221.geopotential number by the normal gravity value computed on the
 MK0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0221.degrees latitude (g = 980.6199 gals.).
 MK0221
 MK0221.The modeled gravity was interpolated from observed gravity values.
 MK0221
 MK0221;                    North         East    Units  Estimated Accuracy
 MK0221;SPC IA S     -   178,050.      288,390.      MT  (+/- 180 meters Scaled)
 MK0221
 MK0221                          SUPERSEDED SURVEY CONTROL
 MK0221
 MK0221  NGVD 29 (??/??/92)  307.637  (m)         1009.31   (f) ADJ UNCH    2 0
 MK0221
 MK0221.Superseded values are not recommended for survey control.
 MK0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0221.See file dsdata.txt to determine how the superseded data were derived.
 MK0221
 MK0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM469068(NAD 83)
 MK0221_MARKER: DB = BENCH MARK DISK
 MK0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0221_STAMPING: H 136 1948
 MK0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0221+STABILITY: SURFACE MOTION
 MK0221
 MK0221  HISTORY     - Date     Condition        Report By
 MK0221  HISTORY     - 1948     MONUMENTED       CGS
 MK0221
 MK0221                          STATION DESCRIPTION
 MK0221
 MK0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0221'4.2 MI SW FROM MODALE.
 MK0221'1.0 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE MODALE
 MK0221'CONSOLIDATED SCHOOL AT MODALE, THENCE 0.6 MILE WEST ALONG A
 MK0221'DIRT ROAD, THENCE 1.75 MILES SOUTHERLY ALONG A DIRT ROAD ON TOP
 MK0221'OF A DIKE, THENCE 0.5 MILE WEST ALONG A DIRT ROAD, THENCE 0.35
 MK0221'MILE SOUTH ALONG A DIRT ROAD, 0.65 MILE NORTH OF BENCH MARK
 MK0221'J 136 1948 WHICH IS LOCATED 4.65 MILES NORTHWEST OF CALIFORNIA
 MK0221'JUNCTION, AT A FARMHOUSE, IN LINE WITH THE WEST SIDE OF THE
 MK0221'HOUSE, 66.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 32.5 FEET
 MK0221'WEST OF THE SOUTHWEST CORNER OF A GARAGE, 14.5 FEET SOUTH OF
 MK0221'THE CENTER LINE OF A DRIVEWAY, 0.7 FOOT SOUTH OF A FENCE, 1.7
 MK0221'FEET WEST OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 MK0221'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0245 ***********************************************************************
 MK0245  DESIGNATION -  H 137
 MK0245  PID         -  MK0245
 MK0245  STATE/COUNTY-  IA/HARRISON
 MK0245  USGS QUAD   -  MONDAMIN (1970)
 MK0245
 MK0245                         *CURRENT SURVEY CONTROL
 MK0245  ___________________________________________________________________
 MK0245* NAD 83(1986)-  41 40 22.     (N)    096 04 46.     (W)     SCALED    
 MK0245* NAVD 88     -       310.798  (meters)    1019.68   (feet)  ADJUSTED  
 MK0245  ___________________________________________________________________
 MK0245  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 MK0245  DYNAMIC HT  -         310.666 (meters)    1019.24  (feet)  COMP
 MK0245  MODELED GRAV-     980,190.8   (mgal)                       NAVD 88
 MK0245
 MK0245  VERT ORDER  -  SECOND    CLASS 0
 MK0245
 MK0245.The horizontal coordinates were scaled from a topographic map and have
 MK0245.an estimated accuracy of +/- 6 seconds.
 MK0245
 MK0245.The orthometric height was determined by differential leveling
 MK0245.and adjusted by the National Geodetic Survey in June 1991..
 MK0245
 MK0245.The geoid height was determined by GEOID03.
 MK0245
 MK0245.The dynamic height is computed by dividing the NAVD 88
 MK0245.geopotential number by the normal gravity value computed on the
 MK0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0245.degrees latitude (g = 980.6199 gals.).
 MK0245
 MK0245.The modeled gravity was interpolated from observed gravity values.
 MK0245
 MK0245;                    North         East    Units  Estimated Accuracy
 MK0245;SPC IA S     -   188,950.      285,240.      MT  (+/- 180 meters Scaled)
 MK0245
 MK0245                          SUPERSEDED SURVEY CONTROL
 MK0245
 MK0245  NGVD 29 (??/??/92)  310.652  (m)         1019.20   (f) ADJ UNCH    2 0
 MK0245
 MK0245.Superseded values are not recommended for survey control.
 MK0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0245.See file dsdata.txt to determine how the superseded data were derived.
 MK0245
 MK0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM431175(NAD 83)
 MK0245_MARKER: DB = BENCH MARK DISK
 MK0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0245_STAMPING: H 137 1948
 MK0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0245+STABILITY: SURFACE MOTION
 MK0245
 MK0245  HISTORY     - Date     Condition        Report By
 MK0245  HISTORY     - 1948     MONUMENTED       CGS
 MK0245
 MK0245                          STATION DESCRIPTION
 MK0245
 MK0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0245'6.8 MI SW FROM MONDAMIN.
 MK0245'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 MK0245'STATION AT MONDAMIN, THENCE 1.95 MILE WEST ALONG A DIRT ROAD,
 MK0245'THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.9 MILE WEST
 MK0245'ALONG A DIRT ROAD, THENCE 1.4 MILES SOUTHERLY ALONG A DIRT ROAD
 MK0245'ON TOP OF A DIKE, THENCE 1.8 MILES SOUTH ALONG A DIRT ROAD, AT
 MK0245'A T ROAD LEADING WEST, 51.0 FEET WEST OF THE CENTER LINE OF THE
 MK0245'NORTH-SOUTH ROAD, 21.0 FEET NORTH OF THE CENTER LINE OF THE ROAD
 MK0245'LEADING WEST, 23.4 FEET WEST OF A POWER LINE POLE, 29.8 FEET WEST
 MK0245'OF A CORNER FENCE POST, 0.4 FOOT SOUTH OF A FENCE, 2.0 FEET
 MK0245'EAST OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING
 MK0245'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0720 ***********************************************************************
 MJ0720  DESIGNATION -  H 138
 MJ0720  PID         -  MJ0720
 MJ0720  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0720  USGS QUAD   -  LOVELAND (1994)
 MJ0720
 MJ0720                         *CURRENT SURVEY CONTROL
 MJ0720  ___________________________________________________________________
 MJ0720* NAD 83(1986)-  41 26 30.     (N)    095 55 07.     (W)     SCALED    
 MJ0720* NAVD 88     -       301.752  (meters)     990.00   (feet)  ADJUSTED  
 MJ0720  ___________________________________________________________________
 MJ0720  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 MJ0720  DYNAMIC HT  -         301.613 (meters)     989.54  (feet)  COMP
 MJ0720  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 MJ0720
 MJ0720  VERT ORDER  -  SECOND    CLASS 0
 MJ0720
 MJ0720.The horizontal coordinates were scaled from a topographic map and have
 MJ0720.an estimated accuracy of +/- 6 seconds.
 MJ0720
 MJ0720.The orthometric height was determined by differential leveling
 MJ0720.and adjusted by the National Geodetic Survey in June 1991..
 MJ0720
 MJ0720.The geoid height was determined by GEOID03.
 MJ0720
 MJ0720.The dynamic height is computed by dividing the NAVD 88
 MJ0720.geopotential number by the normal gravity value computed on the
 MJ0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0720.degrees latitude (g = 980.6199 gals.).
 MJ0720
 MJ0720.The modeled gravity was interpolated from observed gravity values.
 MJ0720
 MJ0720;                    North         East    Units  Estimated Accuracy
 MJ0720;SPC IA S     -   162,910.      297,910.      MT  (+/- 180 meters Scaled)
 MJ0720
 MJ0720                          SUPERSEDED SURVEY CONTROL
 MJ0720
 MJ0720  NGVD 29 (??/??/92)  301.615  (m)          989.55   (f) ADJ UNCH    2 0
 MJ0720
 MJ0720.Superseded values are not recommended for survey control.
 MJ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0720.See file dsdata.txt to determine how the superseded data were derived.
 MJ0720
 MJ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF561919(NAD 83)
 MJ0720_MARKER: DB = BENCH MARK DISK
 MJ0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0720_STAMPING: H 138 1948
 MJ0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0720+STABILITY: SURFACE MOTION
 MJ0720
 MJ0720  HISTORY     - Date     Condition        Report By
 MJ0720  HISTORY     - 1948     MONUMENTED       CGS
 MJ0720  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0720
 MJ0720                          STATION DESCRIPTION
 MJ0720
 MJ0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0720'8 MI NW FROM CRESCENT.
 MJ0720'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0720'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.6
 MJ0720'MILES NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 MJ0720'DIRT ROAD, THENCE 4.1 MILES NORTH ALONG A DIRT ROAD, 0.5 MILE
 MJ0720'WEST AND 0.3 MILE NORTH FROM BENCH MARK G 138 1948 WHICH IS
 MJ0720'LOCATED 7.7 MILES SOUTHWEST OF LOVELAND, AT THE JUNCTION OF A
 MJ0720'DIKE ROAD AND A PRIVATE ROAD LEADING WEST, 32.0 FEET WEST OF THE
 MJ0720'CENTER LINE OF THE DIKE ROAD, 30.0 FEET NORTH OF THE CENTER
 MJ0720'LINE OF THE PRIVATE ROAD, 6.0 FEET SOUTH OF THE MOST SOUTHERLY
 MJ0720'ONE OF THREE COTTONWOOD TREES, 1.6 FEET NORTH OF A REFERENCE
 MJ0720'POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MJ0720'THE GROUND.
 MJ0720
 MJ0720                          STATION RECOVERY (1955)
 MJ0720
 MJ0720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0769 ***********************************************************************
 MJ0769  DESIGNATION -  H 139
 MJ0769  PID         -  MJ0769
 MJ0769  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0769  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0769
 MJ0769                         *CURRENT SURVEY CONTROL
 MJ0769  ___________________________________________________________________
 MJ0769* NAD 83(1986)-  41 16 51.     (N)    095 52 51.     (W)     SCALED    
 MJ0769* NAVD 88     -       301.164  (meters)     988.07   (feet)  ADJUSTED  
 MJ0769  ___________________________________________________________________
 MJ0769  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 MJ0769  DYNAMIC HT  -         301.039 (meters)     987.66  (feet)  COMP
 MJ0769  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 MJ0769
 MJ0769  VERT ORDER  -  SECOND    CLASS 0
 MJ0769
 MJ0769.The horizontal coordinates were scaled from a topographic map and have
 MJ0769.an estimated accuracy of +/- 6 seconds.
 MJ0769
 MJ0769.The orthometric height was determined by differential leveling
 MJ0769.and adjusted by the National Geodetic Survey in June 1991..
 MJ0769
 MJ0769.The geoid height was determined by GEOID03.
 MJ0769
 MJ0769.The dynamic height is computed by dividing the NAVD 88
 MJ0769.geopotential number by the normal gravity value computed on the
 MJ0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0769.degrees latitude (g = 980.6199 gals.).
 MJ0769
 MJ0769.The modeled gravity was interpolated from observed gravity values.
 MJ0769
 MJ0769;                    North         East    Units  Estimated Accuracy
 MJ0769;SPC IA S     -   144,960.      300,580.      MT  (+/- 180 meters Scaled)
 MJ0769
 MJ0769                          SUPERSEDED SURVEY CONTROL
 MJ0769
 MJ0769  NGVD 29 (??/??/92)  301.045  (m)          987.68   (f) ADJ UNCH    2 0
 MJ0769
 MJ0769.Superseded values are not recommended for survey control.
 MJ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0769.See file dsdata.txt to determine how the superseded data were derived.
 MJ0769
 MJ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF587739(NAD 83)
 MJ0769_MARKER: DB = BENCH MARK DISK
 MJ0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0769_SP_SET: STEP
 MJ0769_STAMPING: H 139 1948
 MJ0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0769
 MJ0769  HISTORY     - Date     Condition        Report By
 MJ0769  HISTORY     - 1948     MONUMENTED       CGS
 MJ0769  HISTORY     - 1961     GOOD             NGS
 MJ0769  HISTORY     - 1977     GOOD             NGS
 MJ0769
 MJ0769                          STATION DESCRIPTION
 MJ0769
 MJ0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0769'AT COUNCIL BLUFFS.
 MJ0769'AT COUNCIL BLUFFS, 3.3 MILES NORTHEASTERLY ALONG A DIKE ROAD
 MJ0769'FROM THE EAST END OF THE UNION PACIFIC RAILROAD BRIDGE OVER THE
 MJ0769'MISSOURI RIVER, SET IN THE EAST CORNER OF THE CONCRETE PLATFORM
 MJ0769'AT THE MAIN OR SOUTHEAST ENTRANCE TO THE NARROWS PUMPING STATION,
 MJ0769'AT THE SOUTHEAST END OF THE NORTHEAST STEPS, 8.5 FEET WEST
 MJ0769'OF THE EAST CORNER OF THE BUILDING.
 MJ0769
 MJ0769                          STATION RECOVERY (1961)
 MJ0769
 MJ0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MJ0769'RECOVERED IN GOOD CONDITION.
 MJ0769
 MJ0769                          STATION RECOVERY (1977)
 MJ0769
 MJ0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 MJ0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0377 ***********************************************************************
 NL0377  DESIGNATION -  H 14
 NL0377  PID         -  NL0377
 NL0377  STATE/COUNTY-  IA/WOODBURY
 NL0377  USGS QUAD   -  CORRECTIONVILLE (1969)
 NL0377
 NL0377                         *CURRENT SURVEY CONTROL
 NL0377  ___________________________________________________________________
 NL0377* NAD 83(1986)-  42 28 59.     (N)    095 47 31.     (W)     SCALED    
 NL0377* NAVD 88     -       341.695  (meters)    1121.04   (feet)  ADJUSTED  
 NL0377  ___________________________________________________________________
 NL0377  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 NL0377  DYNAMIC HT  -         341.583 (meters)    1120.68  (feet)  COMP
 NL0377  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 NL0377
 NL0377  VERT ORDER  -  FIRST     CLASS II
 NL0377
 NL0377.The horizontal coordinates were scaled from a topographic map and have
 NL0377.an estimated accuracy of +/- 6 seconds.
 NL0377
 NL0377.The orthometric height was determined by differential leveling
 NL0377.and adjusted by the National Geodetic Survey in June 1991..
 NL0377
 NL0377.The geoid height was determined by GEOID03.
 NL0377
 NL0377.The dynamic height is computed by dividing the NAVD 88
 NL0377.geopotential number by the normal gravity value computed on the
 NL0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0377.degrees latitude (g = 980.6199 gals.).
 NL0377
 NL0377.The modeled gravity was interpolated from observed gravity values.
 NL0377
 NL0377;                    North         East    Units  Estimated Accuracy
 NL0377;SPC IA N     - 1,111,750.    1,311,590.      MT  (+/- 180 meters Scaled)
 NL0377
 NL0377                          SUPERSEDED SURVEY CONTROL
 NL0377
 NL0377  NGVD 29 (??/??/92)  341.560  (m)         1120.60   (f) ADJ UNCH    1 2
 NL0377
 NL0377.Superseded values are not recommended for survey control.
 NL0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0377.See file dsdata.txt to determine how the superseded data were derived.
 NL0377
 NL0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH705071(NAD 83)
 NL0377_MARKER: DB = BENCH MARK DISK
 NL0377_SETTING: 0 = UNSPECIFIED SETTING
 NL0377_STAMPING: 1120.601 H 14 1933
 NL0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0377
 NL0377  HISTORY     - Date     Condition        Report By
 NL0377  HISTORY     - 1933     MONUMENTED       CGS
 NL0377  HISTORY     - 1966     GOOD             NGS
 NL0377  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0377
 NL0377                          STATION DESCRIPTION
 NL0377
 NL0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NL0377'0.8 MI NW FROM CORRECTIONVILLE.
 NL0377'TO REACH FROM THE POST OFFICE IN CORRECTIONVILLE GO EAST FOR
 NL0377'0.05 MILE, TURN LEFT ON STATE HIGHWAY 31 AND GO 0.35 TO AN
 NL0377'OILED ROAD LEFT, TURN LEFT AND GO 0.25 MILE TO U.S. HIGHWAY
 NL0377'20, TURN LEFT AND GO WEST ON U.S. HIGHWAY 20 FOR 0.1 MILE,
 NL0377'HERE PACK NORTHWEST FOR 137 PACES TO THE HEADWALL AND THE
 NL0377'MARK ON THE RIGHT.  THE HEADWALL IS ABOUT 300 FEET NORTHEAST
 NL0377'OF THE EAST HEADWALL OF THE U.S. HIGHWAY 20 BRIDGE OVER THE
 NL0377'LITTLE SIOUX RIVER AND 20 FEET HIGHER THAN THE WATER LINE OF
 NL0377'THE RIVER.  THIS MARK SHOULD NOT BE DESTROYED WHEN THE CHICAGO
 NL0377'NORTHWESTERN RAILWAY CO. REMOVED THE STEEL BRIDGE.  NO SUITABLE
 NL0377'PLACE FOR A WITNESS POST OR SIGN.
 NL0377
 NL0377                          STATION RECOVERY (2000)
 NL0377
 NL0377'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0377'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0965 ***********************************************************************
 MJ0965  DESIGNATION -  H 140
 MJ0965  PID         -  MJ0965
 MJ0965  STATE/COUNTY-  IA/HARRISON
 MJ0965  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0965
 MJ0965                         *CURRENT SURVEY CONTROL
 MJ0965  ___________________________________________________________________
 MJ0965* NAD 83(1986)-  41 32 24.     (N)    095 53 17.     (W)     SCALED    
 MJ0965* NAVD 88     -       305.010  (meters)    1000.69   (feet)  ADJUSTED  
 MJ0965  ___________________________________________________________________
 MJ0965  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 MJ0965  DYNAMIC HT  -         304.868 (meters)    1000.22  (feet)  COMP
 MJ0965  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 MJ0965
 MJ0965  VERT ORDER  -  FIRST     CLASS II
 MJ0965
 MJ0965.The horizontal coordinates were scaled from a topographic map and have
 MJ0965.an estimated accuracy of +/- 6 seconds.
 MJ0965
 MJ0965.The orthometric height was determined by differential leveling
 MJ0965.and adjusted by the National Geodetic Survey in June 1991..
 MJ0965
 MJ0965.The geoid height was determined by GEOID03.
 MJ0965
 MJ0965.The dynamic height is computed by dividing the NAVD 88
 MJ0965.geopotential number by the normal gravity value computed on the
 MJ0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0965.degrees latitude (g = 980.6199 gals.).
 MJ0965
 MJ0965.The modeled gravity was interpolated from observed gravity values.
 MJ0965
 MJ0965;                    North         East    Units  Estimated Accuracy
 MJ0965;SPC IA S     -   173,750.      300,760.      MT  (+/- 180 meters Scaled)
 MJ0965
 MJ0965                          SUPERSEDED SURVEY CONTROL
 MJ0965
 MJ0965  NGVD 29 (??/??/92)  304.869  (m)         1000.22   (f) ADJ UNCH    1 2
 MJ0965
 MJ0965.Superseded values are not recommended for survey control.
 MJ0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0965.See file dsdata.txt to determine how the superseded data were derived.
 MJ0965
 MJ0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG590027(NAD 83)
 MJ0965_MARKER: DB = BENCH MARK DISK
 MJ0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0965_SP_SET: CONCRETE POST
 MJ0965_STAMPING: H 140 1948
 MJ0965_MARK LOGO: CGS   
 MJ0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0965+STABILITY: SURFACE MOTION
 MJ0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0965+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1989
 MJ0965
 MJ0965  HISTORY     - Date     Condition        Report By
 MJ0965  HISTORY     - 1948     MONUMENTED       CGS
 MJ0965  HISTORY     - 19890803 GOOD             NGS
 MJ0965  HISTORY     - 19981202 GOOD             NGS
 MJ0965
 MJ0965                          STATION DESCRIPTION
 MJ0965
 MJ0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0965'1 MI S FROM MISSOURI VALLEY.
 MJ0965'1.0 MILE SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE CHICAGO AND
 MJ0965'NORTH WESTERN RAILWAY STATION AT MISSOURI VALLEY, AT THE MISSOURI
 MJ0965'VALLEY AIRPORT, AT THE NORTHWEST CORNER OF THE MOST NORTHERLY
 MJ0965'OF TWO HANGARS, 3.0 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER
 MJ0965'OF THE HANGAR, 1.0 FOOT WEST OF THE WEST END OF THE HANGAR, SET
 MJ0965'IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MJ0965
 MJ0965                          STATION RECOVERY (1989)
 MJ0965
 MJ0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0965'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.8 KM
 MJ0965'(1.10 MI) SOUTHERLY ALONG STATE HIGHWAY 183 FROM ITS JUNCTION WITH
 MJ0965'U.S. HIGHWAY 30 IN MISSOURI VALLEY, AT THE NORTHWEST CORNER OF THE 1ST
 MJ0965'HANGAR NORTH OF THE ENTRANCE TO THE MISSOURI VALLEY AIRPORT, 0.9 M
 MJ0965'(3.0 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE HANGAR, 0.3 M
 MJ0965'(1.0 FT) WEST OF THE WEST FACE OF THE HANGAR, AND IN TOP OF A CONCRETE
 MJ0965'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 MJ0965
 MJ0965                          STATION RECOVERY (1998)
 MJ0965
 MJ0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 MJ0965'THIS IS GRAVITY BASE STATION 'MISSOURI VALLEY', IA 43.  STATION IS AT
 MJ0965'THE THIRD HANGAR FROM SOUTH OF SEVEN HANGARS AND THE ONE WITH THE WIND
 MJ0965'SOCK AND JUST NORTH OF ENTRANCE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0301 ***********************************************************************
 NM0301  DESIGNATION -  H 141
 NM0301  PID         -  NM0301
 NM0301  STATE/COUNTY-  IA/MONONA
 NM0301  USGS QUAD   -  MACY (1966)
 NM0301
 NM0301                         *CURRENT SURVEY CONTROL
 NM0301  ___________________________________________________________________
 NM0301* NAD 83(1986)-  42 07 15.     (N)    096 15 06.     (W)     SCALED    
 NM0301* NAVD 88     -       325.496  (meters)    1067.90   (feet)  ADJUSTED  
 NM0301  ___________________________________________________________________
 NM0301  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 NM0301  DYNAMIC HT  -         325.383 (meters)    1067.53  (feet)  COMP
 NM0301  MODELED GRAV-     980,266.8   (mgal)                       NAVD 88
 NM0301
 NM0301  VERT ORDER  -  SECOND    CLASS 0
 NM0301
 NM0301.The horizontal coordinates were scaled from a topographic map and have
 NM0301.an estimated accuracy of +/- 6 seconds.
 NM0301
 NM0301.The orthometric height was determined by differential leveling
 NM0301.and adjusted by the National Geodetic Survey in June 1991..
 NM0301
 NM0301.The geoid height was determined by GEOID03.
 NM0301
 NM0301.The dynamic height is computed by dividing the NAVD 88
 NM0301.geopotential number by the normal gravity value computed on the
 NM0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0301.degrees latitude (g = 980.6199 gals.).
 NM0301
 NM0301.The modeled gravity was interpolated from observed gravity values.
 NM0301
 NM0301;                    North         East    Units  Estimated Accuracy
 NM0301;SPC IA N     - 1,072,660.    1,272,500.      MT  (+/- 180 meters Scaled)
 NM0301
 NM0301                          SUPERSEDED SURVEY CONTROL
 NM0301
 NM0301  NGVD 29 (??/??/92)  325.354  (m)         1067.43   (f) ADJ UNCH    2 0
 NM0301
 NM0301.Superseded values are not recommended for survey control.
 NM0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0301.See file dsdata.txt to determine how the superseded data were derived.
 NM0301
 NM0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM271668(NAD 83)
 NM0301_MARKER: DB = BENCH MARK DISK
 NM0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0301_STAMPING: H 141 1948
 NM0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0301+STABILITY: SURFACE MOTION
 NM0301
 NM0301  HISTORY     - Date     Condition        Report By
 NM0301  HISTORY     - 1948     MONUMENTED       CGS
 NM0301
 NM0301                          STATION DESCRIPTION
 NM0301
 NM0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0301'5.6 MI W FROM WHITING.
 NM0301'5.1 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT WHITING,
 NM0301'THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, AT A FARMHOUSE, 71.0
 NM0301'FEET EAST OF THE CENTER LINE OF THE ROAD, 7.5 FEET WEST OF A
 NM0301'POINT IN LINE WITH THE WEST SIDE OF THE HOUSE, 13.0 FEET NORTH
 NM0301'OF THE CENTER LINE OF A PRIVATE ROAD, 1.0 FOOT SOUTH OF A
 NM0301'FENCE, 1.5 FEET WEST OF A REFERENCE POST, SET IN TOP OF A
 NM0301'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0228 ***********************************************************************
 NM0228  DESIGNATION -  H 142
 NM0228  PID         -  NM0228
 NM0228  STATE/COUNTY-  IA/WOODBURY
 NM0228  USGS QUAD   -  HOMER (1976)
 NM0228
 NM0228                         *CURRENT SURVEY CONTROL
 NM0228  ___________________________________________________________________
 NM0228* NAD 83(1986)-  42 21 50.     (N)    096 23 19.     (W)     SCALED    
 NM0228* NAVD 88     -       333.462  (meters)    1094.03   (feet)  ADJUSTED  
 NM0228  ___________________________________________________________________
 NM0228  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 NM0228  DYNAMIC HT  -         333.355 (meters)    1093.68  (feet)  COMP
 NM0228  MODELED GRAV-     980,291.7   (mgal)                       NAVD 88
 NM0228
 NM0228  VERT ORDER  -  SECOND    CLASS 0
 NM0228
 NM0228.The horizontal coordinates were scaled from a topographic map and have
 NM0228.an estimated accuracy of +/- 6 seconds.
 NM0228
 NM0228.The orthometric height was determined by differential leveling
 NM0228.and adjusted by the National Geodetic Survey in June 1991..
 NM0228
 NM0228.The geoid height was determined by GEOID03.
 NM0228
 NM0228.The dynamic height is computed by dividing the NAVD 88
 NM0228.geopotential number by the normal gravity value computed on the
 NM0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0228.degrees latitude (g = 980.6199 gals.).
 NM0228
 NM0228.The modeled gravity was interpolated from observed gravity values.
 NM0228
 NM0228;                    North         East    Units  Estimated Accuracy
 NM0228;SPC IA N     - 1,100,020.    1,262,100.      MT  (+/- 180 meters Scaled)
 NM0228
 NM0228                          SUPERSEDED SURVEY CONTROL
 NM0228
 NM0228  NGVD 29 (??/??/92)  333.304  (m)         1093.51   (f) ADJ UNCH    2 0
 NM0228
 NM0228.Superseded values are not recommended for survey control.
 NM0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0228.See file dsdata.txt to determine how the superseded data were derived.
 NM0228
 NM0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM150934(NAD 83)
 NM0228_MARKER: DB = BENCH MARK DISK
 NM0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0228_STAMPING: H 142 1948
 NM0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0228+STABILITY: SURFACE MOTION
 NM0228
 NM0228  HISTORY     - Date     Condition        Report By
 NM0228  HISTORY     - 1948     MONUMENTED       CGS
 NM0228
 NM0228                          STATION DESCRIPTION
 NM0228
 NM0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0228'6 MI SW FROM SERGEANT BLUFF.
 NM0228'2.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0228'FROM THE STATION AT SERGEANT BLUFF, THENCE 3.1 MILES WEST ALONG
 NM0228'A GRAVEL ROAD, IN THE SOUTHEAST QUARTER OF A ROAD CROSSING, 88.0
 NM0228'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 19.0 FEET
 NM0228'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 9.4 FEET EAST OF
 NM0228'A POINT IN LINE WITH THE WEST SIDE OF A FARMHOUSE, 2.0 FEET NORTH
 NM0228'OF A FENCE, 1.6 FEET EAST OF A REFERENCE POST, SET IN THE TOP
 NM0228'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0228'NOTE-- BENCH MARK H 142 IS LOCATED 0.8 MILE SOUTH ALONG A GRAVEL
 NM0228'ROAD FROM BENCH MARK D 142.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0217 ***********************************************************************
 MK0217  DESIGNATION -  H 143
 MK0217  PID         -  MK0217
 MK0217  STATE/COUNTY-  IA/HARRISON
 MK0217  USGS QUAD   -  MONDAMIN (1970)
 MK0217
 MK0217                         *CURRENT SURVEY CONTROL
 MK0217  ___________________________________________________________________
 MK0217* NAD 83(1986)-  41 44 50.     (N)    096 04 23.     (W)     SCALED    
 MK0217* NAVD 88     -       310.726  (meters)    1019.44   (feet)  ADJUSTED  
 MK0217  ___________________________________________________________________
 MK0217  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 MK0217  DYNAMIC HT  -         310.599 (meters)    1019.02  (feet)  COMP
 MK0217  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 MK0217
 MK0217  VERT ORDER  -  SECOND    CLASS 0
 MK0217
 MK0217.The horizontal coordinates were scaled from a topographic map and have
 MK0217.an estimated accuracy of +/- 6 seconds.
 MK0217
 MK0217.The orthometric height was determined by differential leveling
 MK0217.and adjusted by the National Geodetic Survey in June 1991..
 MK0217
 MK0217.The geoid height was determined by GEOID03.
 MK0217
 MK0217.The dynamic height is computed by dividing the NAVD 88
 MK0217.geopotential number by the normal gravity value computed on the
 MK0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0217.degrees latitude (g = 980.6199 gals.).
 MK0217
 MK0217.The modeled gravity was interpolated from observed gravity values.
 MK0217
 MK0217;                    North         East    Units  Estimated Accuracy
 MK0217;SPC IA S     -   197,200.      286,010.      MT  (+/- 180 meters Scaled)
 MK0217
 MK0217                          SUPERSEDED SURVEY CONTROL
 MK0217
 MK0217  NGVD 29 (??/??/92)  310.582  (m)         1018.97   (f) ADJ UNCH    2 0
 MK0217
 MK0217.Superseded values are not recommended for survey control.
 MK0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0217.See file dsdata.txt to determine how the superseded data were derived.
 MK0217
 MK0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM433258(NAD 83)
 MK0217_MARKER: DB = BENCH MARK DISK
 MK0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0217_STAMPING: H 143 1948
 MK0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0217+STABILITY: SURFACE MOTION
 MK0217
 MK0217  HISTORY     - Date     Condition        Report By
 MK0217  HISTORY     - 1948     MONUMENTED       CGS
 MK0217  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0217
 MK0217                          STATION DESCRIPTION
 MK0217
 MK0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0217'4.9 MI NW FROM MONDAMIN.
 MK0217'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0217'THE STATION AT MONDAMIN, THENCE 1.6 MILES WEST ALONG A DIRT ROAD,
 MK0217'THENCE 1.7 MILES NORTH ALONG A DIRT ROAD, THENCE 0.2 MILE WEST
 MK0217'ALONG A DIRT ROAD, THENCE 0.9 MILE WESTERLY ALONG A FIELD ROAD,
 MK0217'AT THE JUNCTION OF A NORTHWEST-SOUTHEAST ROAD AND A FIELD ROAD
 MK0217'LEADING NORTH, 91.5 FEET EAST-SOUTHEAST OF A 20-INCH COTTONWOOD
 MK0217'TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF TREE, 39.0 FEET
 MK0217'NORTHEAST OF THE CENTER LINE OF THE NORTHWEST-SOUTHEAST ROAD,
 MK0217'38.0 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH,
 MK0217'9.0 FEET SOUTHWEST OF A 10-INCH COTTONWOOD TREE WITH A TRIANGULAR
 MK0217'BLAZE ON THE SOUTH SIDE OF THE TREE, 1.8 FEET EAST OF A REFERENCE
 MK0217'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MK0217'ABOVE THE GROUND.
 MK0217
 MK0217                          STATION RECOVERY (1970)
 MK0217
 MK0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0181 ***********************************************************************
 MK0181  DESIGNATION -  H 144
 MK0181  PID         -  MK0181
 MK0181  STATE/COUNTY-  IA/MONONA
 MK0181  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0181
 MK0181                         *CURRENT SURVEY CONTROL
 MK0181  ___________________________________________________________________
 MK0181* NAD 83(1986)-  41 52 23.     (N)    096 07 25.     (W)     SCALED    
 MK0181* NAVD 88     -       316.218  (meters)    1037.46   (feet)  ADJUSTED  
 MK0181  ___________________________________________________________________
 MK0181  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 MK0181  DYNAMIC HT  -         316.098 (meters)    1037.06  (feet)  COMP
 MK0181  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 MK0181
 MK0181  VERT ORDER  -  SECOND    CLASS 0
 MK0181
 MK0181.The horizontal coordinates were scaled from a topographic map and have
 MK0181.an estimated accuracy of +/- 6 seconds.
 MK0181
 MK0181.The orthometric height was determined by differential leveling
 MK0181.and adjusted by the National Geodetic Survey in June 1991..
 MK0181
 MK0181.The geoid height was determined by GEOID03.
 MK0181
 MK0181.The dynamic height is computed by dividing the NAVD 88
 MK0181.geopotential number by the normal gravity value computed on the
 MK0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0181.degrees latitude (g = 980.6199 gals.).
 MK0181
 MK0181.The modeled gravity was interpolated from observed gravity values.
 MK0181
 MK0181;                    North         East    Units  Estimated Accuracy
 MK0181;SPC IA N     - 1,044,820.    1,282,230.      MT  (+/- 180 meters Scaled)
 MK0181
 MK0181                          SUPERSEDED SURVEY CONTROL
 MK0181
 MK0181  NGVD 29 (??/??/92)  316.071  (m)         1036.98   (f) ADJ UNCH    2 0
 MK0181
 MK0181.Superseded values are not recommended for survey control.
 MK0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0181.See file dsdata.txt to determine how the superseded data were derived.
 MK0181
 MK0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM387396(NAD 83)
 MK0181_MARKER: DB = BENCH MARK DISK
 MK0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0181_STAMPING: H 144 1948
 MK0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0181+STABILITY: SURFACE MOTION
 MK0181
 MK0181  HISTORY     - Date     Condition        Report By
 MK0181  HISTORY     - 1948     MONUMENTED       CGS
 MK0181  HISTORY     - 1974     GOOD             LOCSUR
 MK0181  HISTORY     - 1982     GOOD             LOCENG
 MK0181
 MK0181                          STATION DESCRIPTION
 MK0181
 MK0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0181'6.9 MI NW FROM RIVER SIOUX.
 MK0181'3.1 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0181'FROM THE STATION AT RIVER SIOUX, THENCE 1.4 MILES NORTHWEST ALONG
 MK0181'U.S. HIGHWAY NO. 75, THENCE 1.0 MILE WEST ALONG A DIRT ROAD,
 MK0181'THENCE 0.9 MILE NORTHWEST ALONG A DIRT ROAD, THENCE 0.5 MILE
 MK0181'NORTH ALONG A DIRT ROAD, 0.5 MILE SOUTH OF BENCH MARK J 144 1948,
 MK0181'33.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 8.0 FEET SOUTH
 MK0181'OF THE CENTER LINE OF A TRAIL LEADING WEST, 7.0 FEET NORTH
 MK0181'OF THE CENTER LINE OF A TRIAL LEADING WEST, 1.5 FEET EAST
 MK0181'OF THE CENTER GATE POST THAT IS COMMON TO TWO GATES, 1.4 FEET
 MK0181'NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MK0181'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MK0181
 MK0181                          STATION RECOVERY (1974)
 MK0181
 MK0181'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0181'RECOVERED IN GOOD CONDITION.
 MK0181
 MK0181                          STATION RECOVERY (1982)
 MK0181
 MK0181'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 MK0181'3.0 MILES SOUTH ALONG COUNTY ROAD K-45 FROM THE INTERSECTION OF
 MK0181'COUNTY ROAD K-45 AND THE MAIN STREET OF BLENCOE, THENCE 1.75 MILES
 MK0181'WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD,
 MK0181'33.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 1.0 FOOT SOUTH OF A
 MK0181'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 MK0181'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0408 ***********************************************************************
 NM0408  DESIGNATION -  H 145
 NM0408  PID         -  NM0408
 NM0408  STATE/COUNTY-  IA/MONONA
 NM0408  USGS QUAD   -  ONAWA SW (1969)
 NM0408
 NM0408                         *CURRENT SURVEY CONTROL
 NM0408  ___________________________________________________________________
 NM0408* NAD 83(1986)-  42 01 09.     (N)    096 11 03.     (W)     SCALED    
 NM0408* NAVD 88     -       320.880  (meters)    1052.75   (feet)  ADJUSTED  
 NM0408  ___________________________________________________________________
 NM0408  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 NM0408  DYNAMIC HT  -         320.765 (meters)    1052.38  (feet)  COMP
 NM0408  MODELED GRAV-     980,255.1   (mgal)                       NAVD 88
 NM0408
 NM0408  VERT ORDER  -  SECOND    CLASS 0
 NM0408
 NM0408.The horizontal coordinates were scaled from a topographic map and have
 NM0408.an estimated accuracy of +/- 6 seconds.
 NM0408
 NM0408.The orthometric height was determined by differential leveling
 NM0408.and adjusted by the National Geodetic Survey in June 1991..
 NM0408
 NM0408.The geoid height was determined by GEOID03.
 NM0408
 NM0408.The dynamic height is computed by dividing the NAVD 88
 NM0408.geopotential number by the normal gravity value computed on the
 NM0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0408.degrees latitude (g = 980.6199 gals.).
 NM0408
 NM0408.The modeled gravity was interpolated from observed gravity values.
 NM0408
 NM0408;                    North         East    Units  Estimated Accuracy
 NM0408;SPC IA N     - 1,061,200.    1,277,720.      MT  (+/- 180 meters Scaled)
 NM0408
 NM0408                          SUPERSEDED SURVEY CONTROL
 NM0408
 NM0408  NGVD 29 (??/??/92)  320.74   (m)         1052.3    (f) COMPUTED    2 0
 NM0408
 NM0408.Superseded values are not recommended for survey control.
 NM0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0408.See file dsdata.txt to determine how the superseded data were derived.
 NM0408
 NM0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM331557(NAD 83)
 NM0408_MARKER: DB = BENCH MARK DISK
 NM0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0408_STAMPING: H 145 1948
 NM0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0408+STABILITY: SURFACE MOTION
 NM0408
 NM0408  HISTORY     - Date     Condition        Report By
 NM0408  HISTORY     - 1948     MONUMENTED       CGS
 NM0408  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0408
 NM0408                          STATION DESCRIPTION
 NM0408
 NM0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0408'5.2 MI SW FROM ONAWA.
 NM0408'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0408'AT ONAWA, THENCE 1.2 MILES WEST ALONG COUNTY ROAD H, THENCE 0.5
 NM0408'MILE SOUTH ALONG A DIRT ROAD, 10.4 FEET NORTH OF THE SOUTHWEST
 NM0408'CORNER OF A SCHOOL BUILDING, 10.6 FEET SOUTH OF THE NORTHEAST
 NM0408'CORNER, 69.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.5 FEET
 NM0408'WEST OF THE WEST FACE OF THE BUILDING, 3.3 FEET EAST OF A FLAG
 NM0408'POLE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 NM0408'ABOVE THE GROUND.
 NM0408
 NM0408                          STATION RECOVERY (1969)
 NM0408
 NM0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0409 ***********************************************************************
 NM0409  DESIGNATION -  H 145 RESET
 NM0409  PID         -  NM0409
 NM0409  STATE/COUNTY-  IA/MONONA
 NM0409  USGS QUAD   -  ONAWA SW (1969)
 NM0409
 NM0409                         *CURRENT SURVEY CONTROL
 NM0409  ___________________________________________________________________
 NM0409* NAD 83(1986)-  42 01 10.     (N)    096 11 02.     (W)     SCALED    
 NM0409* NAVD 88     -       321.27   (meters)    1054.0    (feet)  RESET     
 NM0409  ___________________________________________________________________
 NM0409  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 NM0409
 NM0409  VERT ORDER  -  THIRD
 NM0409
 NM0409.The horizontal coordinates were scaled from a topographic map and have
 NM0409.an estimated accuracy of +/- 6 seconds.
 NM0409
 NM0409.The orthometric height was computed from unverified reset data.
 NM0409
 NM0409.The geoid height was determined by GEOID03.
 NM0409
 NM0409;                    North         East    Units  Estimated Accuracy
 NM0409;SPC IA N     - 1,061,230.    1,277,740.      MT  (+/- 180 meters Scaled)
 NM0409
 NM0409                          SUPERSEDED SURVEY CONTROL
 NM0409
 NM0409  NGVD 29 (??/??/??)  321.13   (m)         1053.6    (f) RESET       3  
 NM0409
 NM0409.Superseded values are not recommended for survey control.
 NM0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0409.See file dsdata.txt to determine how the superseded data were derived.
 NM0409
 NM0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM331557(NAD 83)
 NM0409_MARKER: DB = BENCH MARK DISK
 NM0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0409_STAMPING: H 145 1948 RESET 1953
 NM0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0409+STABILITY: SURFACE MOTION
 NM0409
 NM0409  HISTORY     - Date     Condition        Report By
 NM0409  HISTORY     - 1953     MONUMENTED       LOCSUR
 NM0409
 NM0409                          STATION DESCRIPTION
 NM0409
 NM0409'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 NM0409'5.2 MI SW FROM ONAWA.
 NM0409'3.5 MILES WEST ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 NM0409'AT ONAWA, MONONA COUNTY, THENCE 1.2 MILES WEST ALONG COUNTY ROAD
 NM0409'H, AND THENCE 0.45 MILE SOUTH ALONG A GRAVEL ROAD, AT THE
 NM0409'SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF SEC. 10, T 83 N,
 NM0409'R 46 W, AT THE BERT REED FARM, 268 FEET EAST ALONG A FARM LANE
 NM0409'FROM THE GRAVEL ROAD, 17 FEET SOUTH OF THE LANE, 1.8 FEET SOUTH
 NM0409'OF THE NORTH YARD FENCE, 30.4 FEET WEST OF THE WEST POST OF A
 NM0409'GATE, 25.7 FEET EAST OF THE WEST YARD FENCE, 7.66 FEET WEST OF A
 NM0409'CORPS OF ENGINEERS, U.S. ARMY, DISK DRIVEN INTO THE SOUTHWEST
 NM0409'ROOT OF A 24-INCH MULBERRY TREE, 37.2 FEET NORTHWEST OF THE
 NM0409'NORTHEAST CORNER OF THE HOUSE, 28.6 FEET NORTH-NORTHWEST OF THE
 NM0409'NORTHWEST CORNER OF THE EAST PORTION OF THE HOUSE, 40.3 FEET
 NM0409'NORTH OF THE NORTHWEST CORNER OF THE HOUSE PROPER, AND 0.4 FOOT
 NM0409'UNDER GROUND.  A STANDARD DISK, STAMPED H 145 1948 RESET 1953
 NM0409'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0552 ***********************************************************************
 NM0552  DESIGNATION -  H 146
 NM0552  PID         -  NM0552
 NM0552  STATE/COUNTY-  IA/WOODBURY
 NM0552  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0552
 NM0552                         *CURRENT SURVEY CONTROL
 NM0552  ___________________________________________________________________
 NM0552* NAD 83(1986)-  42 29 39.     (N)    096 25 39.     (W)     SCALED    
 NM0552* NAVD 88     -       334.723  (meters)    1098.17   (feet)  ADJUSTED  
 NM0552  ___________________________________________________________________
 NM0552  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 NM0552  DYNAMIC HT  -         334.617 (meters)    1097.82  (feet)  COMP
 NM0552  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 NM0552
 NM0552  VERT ORDER  -  FIRST     CLASS II
 NM0552
 NM0552.The horizontal coordinates were scaled from a topographic map and have
 NM0552.an estimated accuracy of +/- 6 seconds.
 NM0552
 NM0552.The orthometric height was determined by differential leveling
 NM0552.and adjusted by the National Geodetic Survey in June 1991..
 NM0552
 NM0552.The geoid height was determined by GEOID03.
 NM0552
 NM0552.The dynamic height is computed by dividing the NAVD 88
 NM0552.geopotential number by the normal gravity value computed on the
 NM0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0552.degrees latitude (g = 980.6199 gals.).
 NM0552
 NM0552.The modeled gravity was interpolated from observed gravity values.
 NM0552
 NM0552;                    North         East    Units  Estimated Accuracy
 NM0552;SPC IA N     - 1,114,590.    1,259,400.      MT  (+/- 180 meters Scaled)
 NM0552
 NM0552                          SUPERSEDED SURVEY CONTROL
 NM0552
 NM0552  NGVD 29 (??/??/92)  334.559  (m)         1097.63   (f) ADJ UNCH    1 2
 NM0552
 NM0552.Superseded values are not recommended for survey control.
 NM0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0552.See file dsdata.txt to determine how the superseded data were derived.
 NM0552
 NM0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN113078(NAD 83)
 NM0552_MARKER: DB = BENCH MARK DISK
 NM0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0552_STAMPING: H 146 1948
 NM0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0552+STABILITY: SURFACE MOTION
 NM0552
 NM0552  HISTORY     - Date     Condition        Report By
 NM0552  HISTORY     - 1948     MONUMENTED       CGS
 NM0552  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0552
 NM0552                          STATION DESCRIPTION
 NM0552
 NM0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0552'0.8 MI W FROM SIOUX CITY.
 NM0552'0.85 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0552'PACIFIC RAILROAD FROM THE NORTH END OF THE COMBINATION BRIDGE
 NM0552'AT SIOUX CITY, ABOUT 400.0 FEET SOUTH OF THE RAILROAD, AT THE
 NM0552'NORTHEAST CORNER OF A FARMHOUSE, 28.0 FEET SOUTH OF THE CENTER
 NM0552'LINE OF A PRIVATE ROAD, 15.7 FEET WEST OF THE MOST NORTHERLY ONE
 NM0552'OF TWO LARGE COTTONWOOD TREES, 2.0 FEET EAST OF THE NORTHEAST
 NM0552'CORNER OF THE HOUSE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0552'0.4 FOOT ABOVE THE GROUND.
 NM0552
 NM0552                          STATION RECOVERY (1962)
 NM0552
 NM0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0507 ***********************************************************************
 MJ0507  DESIGNATION -  H 147
 MJ0507  PID         -  MJ0507
 MJ0507  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0507  USGS QUAD   -  AVOCA (1994)
 MJ0507
 MJ0507                         *CURRENT SURVEY CONTROL
 MJ0507  ___________________________________________________________________
 MJ0507* NAD 83(1986)-  41 23 24.     (N)    095 20 13.     (W)     SCALED    
 MJ0507* NAVD 88     -       371.015  (meters)    1217.24   (feet)  ADJUSTED  
 MJ0507  ___________________________________________________________________
 MJ0507  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 MJ0507  DYNAMIC HT  -         370.869 (meters)    1216.76  (feet)  COMP
 MJ0507  MODELED GRAV-     980,218.5   (mgal)                       NAVD 88
 MJ0507
 MJ0507  VERT ORDER  -  SECOND    CLASS 0
 MJ0507
 MJ0507.The horizontal coordinates were scaled from a topographic map and have
 MJ0507.an estimated accuracy of +/- 6 seconds.
 MJ0507
 MJ0507.The orthometric height was determined by differential leveling
 MJ0507.and adjusted by the National Geodetic Survey in June 1991..
 MJ0507
 MJ0507.The geoid height was determined by GEOID03.
 MJ0507
 MJ0507.The dynamic height is computed by dividing the NAVD 88
 MJ0507.geopotential number by the normal gravity value computed on the
 MJ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0507.degrees latitude (g = 980.6199 gals.).
 MJ0507
 MJ0507.The modeled gravity was interpolated from observed gravity values.
 MJ0507
 MJ0507;                    North         East    Units  Estimated Accuracy
 MJ0507;SPC IA S     -   155,980.      346,380.      MT  (+/- 180 meters Scaled)
 MJ0507
 MJ0507                          SUPERSEDED SURVEY CONTROL
 MJ0507
 MJ0507  NGVD 29 (??/??/92)  370.929  (m)         1216.96   (f) ADJ UNCH    2 0
 MJ0507
 MJ0507.Superseded values are not recommended for survey control.
 MJ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0507.See file dsdata.txt to determine how the superseded data were derived.
 MJ0507
 MJ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF046846(NAD 83)
 MJ0507_MARKER: DB = BENCH MARK DISK
 MJ0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0507_STAMPING: H 147 1949
 MJ0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0507+STABILITY: SURFACE MOTION
 MJ0507
 MJ0507  HISTORY     - Date     Condition        Report By
 MJ0507  HISTORY     - 1949     MONUMENTED       CGS
 MJ0507
 MJ0507                          STATION DESCRIPTION
 MJ0507
 MJ0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0507'1.1 MI E FROM HANCOCK.
 MJ0507'1.1 MILES EAST ALONG U.S. HIGHWAY NO. 59 FROM THE HANCOCK SCHOOL
 MJ0507'AT HANCOCK, AT THE MAIN OR WEST ENTRANCE TO THE OAK HILL
 MJ0507'CEMETERY, ABOUT 225.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MJ0507'HIGHWAY, 204.0 FEET NORTH OF THE CENTER LINE OF AN EAST-AND-WEST
 MJ0507'DIRT ROAD, 32.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 MJ0507'DIRT ROAD, 15.0 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY
 MJ0507'GATE, 1.0 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE
 MJ0507'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0469 ***********************************************************************
 MJ0469  DESIGNATION -  H 148
 MJ0469  PID         -  MJ0469
 MJ0469  STATE/COUNTY-  IA/MILLS
 MJ0469  USGS QUAD   -  CARSON (1978)
 MJ0469
 MJ0469                         *CURRENT SURVEY CONTROL
 MJ0469  ___________________________________________________________________
 MJ0469* NAD 83(1986)-  41 08 46.     (N)    095 27 41.     (W)     SCALED    
 MJ0469* NAVD 88     -       327.521  (meters)    1074.54   (feet)  ADJUSTED  
 MJ0469  ___________________________________________________________________
 MJ0469  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 MJ0469  DYNAMIC HT  -         327.382 (meters)    1074.09  (feet)  COMP
 MJ0469  MODELED GRAV-     980,189.6   (mgal)                       NAVD 88
 MJ0469
 MJ0469  VERT ORDER  -  SECOND    CLASS 0
 MJ0469
 MJ0469.The horizontal coordinates were scaled from a topographic map and have
 MJ0469.an estimated accuracy of +/- 6 seconds.
 MJ0469
 MJ0469.The orthometric height was determined by differential leveling
 MJ0469.and adjusted by the National Geodetic Survey in June 1991..
 MJ0469
 MJ0469.The geoid height was determined by GEOID03.
 MJ0469
 MJ0469.The dynamic height is computed by dividing the NAVD 88
 MJ0469.geopotential number by the normal gravity value computed on the
 MJ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0469.degrees latitude (g = 980.6199 gals.).
 MJ0469
 MJ0469.The modeled gravity was interpolated from observed gravity values.
 MJ0469
 MJ0469;                    North         East    Units  Estimated Accuracy
 MJ0469;SPC IA S     -   129,130.      335,370.      MT  (+/- 180 meters Scaled)
 MJ0469
 MJ0469                          SUPERSEDED SURVEY CONTROL
 MJ0469
 MJ0469  NGVD 29 (??/??/92)  327.436  (m)         1074.26   (f) ADJ UNCH    2 0
 MJ0469
 MJ0469.Superseded values are not recommended for survey control.
 MJ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0469.See file dsdata.txt to determine how the superseded data were derived.
 MJ0469
 MJ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF934578(NAD 83)
 MJ0469_MARKER: DB = BENCH MARK DISK
 MJ0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0469_STAMPING: H 148 1949
 MJ0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0469+STABILITY: SURFACE MOTION
 MJ0469
 MJ0469  HISTORY     - Date     Condition        Report By
 MJ0469  HISTORY     - 1949     MONUMENTED       CGS
 MJ0469
 MJ0469                          STATION DESCRIPTION
 MJ0469
 MJ0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0469'1.8 MI NW FROM HENDERSON.
 MJ0469'0.3 MILE NORTH ALONG STATE HIGHWAY 244 FROM THE CITIZENS BANK
 MJ0469'AT HENDERSON, THENCE 1.5 MILES WEST ALONG COUNTY ROAD U, IN THE
 MJ0469'NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 109.0 FEET NORTHWEST
 MJ0469'OF THE CENTER LINE OF THE INTERSECTION OF THE TWO ROADS, 69.0
 MJ0469'FEET NORTH OF THE CENTER LINE OF COUNTY ROAD U, 86.0 FEET WEST
 MJ0469'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, ABOUT 175.0 FEET
 MJ0469'NORTHEAST OF A LARGE 2-STORY WHITE FARMHOUSE, 20.0 FEET WEST
 MJ0469'OF THE CENTER LINE OF A GATE, 1.5 FEET SOUTH OF THE NORTH
 MJ0469'RIGHT-OF-WAY FENCE, 1.5 FEET EAST OF A REFERENCE POST, AND SET
 MJ0469'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 MJ0469'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0482 ***********************************************************************
 MJ0482  DESIGNATION -  H 149
 MJ0482  PID         -  MJ0482
 MJ0482  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0482  USGS QUAD   -  CARSON (1978)
 MJ0482
 MJ0482                         *CURRENT SURVEY CONTROL
 MJ0482  ___________________________________________________________________
 MJ0482* NAD 83(1986)-  41 13 57.     (N)    095 25 23.     (W)     SCALED    
 MJ0482* NAVD 88     -       325.489  (meters)    1067.88   (feet)  ADJUSTED  
 MJ0482  ___________________________________________________________________
 MJ0482  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 MJ0482  DYNAMIC HT  -         325.355 (meters)    1067.44  (feet)  COMP
 MJ0482  MODELED GRAV-     980,202.8   (mgal)                       NAVD 88
 MJ0482
 MJ0482  VERT ORDER  -  SECOND    CLASS 0
 MJ0482
 MJ0482.The horizontal coordinates were scaled from a topographic map and have
 MJ0482.an estimated accuracy of +/- 6 seconds.
 MJ0482
 MJ0482.The orthometric height was determined by differential leveling
 MJ0482.and adjusted by the National Geodetic Survey in June 1991..
 MJ0482
 MJ0482.The geoid height was determined by GEOID03.
 MJ0482
 MJ0482.The dynamic height is computed by dividing the NAVD 88
 MJ0482.geopotential number by the normal gravity value computed on the
 MJ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0482.degrees latitude (g = 980.6199 gals.).
 MJ0482
 MJ0482.The modeled gravity was interpolated from observed gravity values.
 MJ0482
 MJ0482;                    North         East    Units  Estimated Accuracy
 MJ0482;SPC IA S     -   138,650.      338,800.      MT  (+/- 180 meters Scaled)
 MJ0482
 MJ0482                          SUPERSEDED SURVEY CONTROL
 MJ0482
 MJ0482.No superseded survey control is available for this station.
 MJ0482
 MJ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF969673(NAD 83)
 MJ0482_MARKER: DB = BENCH MARK DISK
 MJ0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0482_STAMPING: H 149 1949
 MJ0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0482+STABILITY: SURFACE MOTION
 MJ0482
 MJ0482  HISTORY     - Date     Condition        Report By
 MJ0482  HISTORY     - 1949     MONUMENTED       CGS
 MJ0482
 MJ0482                          STATION DESCRIPTION
 MJ0482
 MJ0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0482'AT CARSON.
 MJ0482'AT CARSON, 0.2 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND
 MJ0482'QUINCY RAILROAD FROM THE STATION, 52.0 FEET EAST OF THE EAST RAIL
 MJ0482'OF THE TRACK, 35.0 FEET SOUTH OF THE CENTER LINE OF STATE
 MJ0482'HIGHWAY NO. 100, 69.0 FEET WEST OF THE CENTER LINE OF THE SOUTH
 MJ0482'END OF A CONCRETE CULVERT, 8.0 FEET EAST OF A CORNER FENCE POST,
 MJ0482'1.8 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1.8 FEET
 MJ0482'SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MJ0482'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0483 ***********************************************************************
 MJ0483  DESIGNATION -  H 149 RESET
 MJ0483  PID         -  MJ0483
 MJ0483  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0483  USGS QUAD   -  CARSON (1978)
 MJ0483
 MJ0483                         *CURRENT SURVEY CONTROL
 MJ0483  ___________________________________________________________________
 MJ0483* NAD 83(1986)-  41 13 57.     (N)    095 25 22.     (W)     SCALED    
 MJ0483* NAVD 88     -       325.44   (meters)    1067.7    (feet)  RESET     
 MJ0483  ___________________________________________________________________
 MJ0483  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 MJ0483
 MJ0483  VERT ORDER  -  THIRD
 MJ0483
 MJ0483.The horizontal coordinates were scaled from a topographic map and have
 MJ0483.an estimated accuracy of +/- 6 seconds.
 MJ0483
 MJ0483.The orthometric height was computed from unverified reset data.
 MJ0483
 MJ0483.The geoid height was determined by GEOID03.
 MJ0483
 MJ0483;                    North         East    Units  Estimated Accuracy
 MJ0483;SPC IA S     -   138,650.      338,820.      MT  (+/- 180 meters Scaled)
 MJ0483
 MJ0483                          SUPERSEDED SURVEY CONTROL
 MJ0483
 MJ0483  NGVD 29 (??/??/??)  325.35   (m)         1067.4    (f) RESET       3  
 MJ0483
 MJ0483.Superseded values are not recommended for survey control.
 MJ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0483.See file dsdata.txt to determine how the superseded data were derived.
 MJ0483
 MJ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF969673(NAD 83)
 MJ0483_MARKER: DB = BENCH MARK DISK
 MJ0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0483_STAMPING: H 149 RESET 1955
 MJ0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0483+STABILITY: SURFACE MOTION
 MJ0483
 MJ0483  HISTORY     - Date     Condition        Report By
 MJ0483  HISTORY     - 1955     MONUMENTED       CGS
 MJ0483  HISTORY     - 1956     GOOD             NGS
 MJ0483
 MJ0483                          STATION DESCRIPTION
 MJ0483
 MJ0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MJ0483'AT CARSON.
 MJ0483'AT CARSON, POTTAWATAMIE COUNTY, 0.2 MILE SOUTH ALONG THE CHICAGO,
 MJ0483'BURLINGTON AND QUINCY RAILROAD FROM THE STATION, 47 FEET EAST OF
 MJ0483'THE EAST RAIL, 57 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 MJ0483'100, 39.2 FEET EAST OF A DRIVEN RAILROAD RAIL PROJECTING 0.6 FOOT
 MJ0483'ABOVE GROUND WITH A CROSS CUT IN THE OUTSIDE FLANGE, 24.5 FEET
 MJ0483'NORTH OF CROSSED SPIKES ON A 6-INCH MULBERRY TREE (CENTER TREE
 MJ0483'OF GROUP OF TREES) 1.0 FOOT NORTHWEST OF A DRIVEN RAILROAD RAIL
 MJ0483'PROJECTING 0.6 FOOT ABOVE GROUND, 38 FEET WEST OF CROSSED
 MJ0483'SPIKES IN A CORNER POST, AND 1.5 FEET NORTHEAST OF A WHITE
 MJ0483'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H 149 RESET 1955
 MJ0483'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 MJ0483'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0007 ***********************************************************************
 NM0007  DESIGNATION -  H 15
 NM0007  PID         -  NM0007
 NM0007  STATE/COUNTY-  IA/PLYMOUTH
 NM0007  USGS QUAD   -  HINTON (1964)
 NM0007
 NM0007                         *CURRENT SURVEY CONTROL
 NM0007  ___________________________________________________________________
 NM0007* NAD 83(1986)-  42 37 41.     (N)    096 17 27.     (W)     SCALED    
 NM0007* NAVD 88     -       349.457  (meters)    1146.51   (feet)  ADJUSTED  
 NM0007  ___________________________________________________________________
 NM0007  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 NM0007  DYNAMIC HT  -         349.346 (meters)    1146.15  (feet)  COMP
 NM0007  MODELED GRAV-     980,294.5   (mgal)                       NAVD 88
 NM0007
 NM0007  VERT ORDER  -  SECOND    CLASS 0
 NM0007
 NM0007.The horizontal coordinates were scaled from a topographic map and have
 NM0007.an estimated accuracy of +/- 6 seconds.
 NM0007
 NM0007.The orthometric height was determined by differential leveling
 NM0007.and adjusted by the National Geodetic Survey in June 1991..
 NM0007
 NM0007.The geoid height was determined by GEOID03.
 NM0007
 NM0007.The dynamic height is computed by dividing the NAVD 88
 NM0007.geopotential number by the normal gravity value computed on the
 NM0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0007.degrees latitude (g = 980.6199 gals.).
 NM0007
 NM0007.The modeled gravity was interpolated from observed gravity values.
 NM0007
 NM0007;                    North         East    Units  Estimated Accuracy
 NM0007;SPC IA N     - 1,129,080.    1,271,120.      MT  (+/- 180 meters Scaled)
 NM0007
 NM0007                          SUPERSEDED SURVEY CONTROL
 NM0007
 NM0007  NGVD 29 (??/??/92)  349.249  (m)         1145.83   (f) ADJ UNCH    2 0
 NM0007
 NM0007.Superseded values are not recommended for survey control.
 NM0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0007.See file dsdata.txt to determine how the superseded data were derived.
 NM0007
 NM0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN221230(NAD 83)
 NM0007_MARKER: DB = BENCH MARK DISK
 NM0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0007_STAMPING: H 15 1934
 NM0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0007+STABILITY: SURFACE MOTION
 NM0007
 NM0007  HISTORY     - Date     Condition        Report By
 NM0007  HISTORY     - 1934     MONUMENTED       CGS
 NM0007  HISTORY     - 1962     MARK NOT FOUND   NGS
 NM0007  HISTORY     - 1964     GOOD             USGS
 NM0007
 NM0007                          STATION DESCRIPTION
 NM0007
 NM0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NM0007'AT HINTON.
 NM0007'AT HINTON, PLYMOUTH COUNTY, 125 YARDS NORTH OF SOO LINE RAILROAD,
 NM0007'FORMERLY (C.ST.P. M. AND O.RY.) STATION, 48.6 FEET WEST OF THE
 NM0007'WEST RAIL OF THE SOO LINE RAILROAD, 46 FEET EAST OF THE EAST
 NM0007'RAIL OF THE ILLINOIS CENTRAL RAILROAD, 31.7 FEET EAST OF THE
 NM0007'EAST RAIL OF THE EAST SIDETRACK, AND 2 FEET WEST OF THE
 NM0007'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 15 1934 AND SET
 NM0007'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NM0007
 NM0007                          STATION RECOVERY (1964)
 NM0007
 NM0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NM0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0241 ***********************************************************************
 MJ0241  DESIGNATION -  H 150 RESET
 MJ0241  PID         -  MJ0241
 MJ0241  STATE/COUNTY-  IA/SHELBY
 MJ0241  USGS QUAD   -  CORLEY (1978)
 MJ0241
 MJ0241                         *CURRENT SURVEY CONTROL
 MJ0241  ___________________________________________________________________
 MJ0241* NAD 83(1986)-  41 31 08.     (N)    095 20 10.     (W)     SCALED    
 MJ0241* NAVD 88     -       349.73   (meters)    1147.4    (feet)  RESET     
 MJ0241  ___________________________________________________________________
 MJ0241  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 MJ0241
 MJ0241  VERT ORDER  -  THIRD
 MJ0241
 MJ0241.The horizontal coordinates were scaled from a topographic map and have
 MJ0241.an estimated accuracy of +/- 6 seconds.
 MJ0241
 MJ0241.The orthometric height was computed from unverified reset data.
 MJ0241
 MJ0241.The geoid height was determined by GEOID03.
 MJ0241
 MJ0241;                    North         East    Units  Estimated Accuracy
 MJ0241;SPC IA S     -   170,290.      346,750.      MT  (+/- 180 meters Scaled)
 MJ0241
 MJ0241                          SUPERSEDED SURVEY CONTROL
 MJ0241
 MJ0241  NGVD 29 (??/??/??)  349.63   (m)         1147.1    (f) RESET       3  
 MJ0241
 MJ0241.Superseded values are not recommended for survey control.
 MJ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0241.See file dsdata.txt to determine how the superseded data were derived.
 MJ0241
 MJ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF050989(NAD 83)
 MJ0241_MARKER: DB = BENCH MARK DISK
 MJ0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0241_STAMPING: H 150 RESET 1970
 MJ0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0241+STABILITY: SURFACE MOTION
 MJ0241
 MJ0241  HISTORY     - Date     Condition        Report By
 MJ0241  HISTORY     - 1970     MONUMENTED       NGS
 MJ0241
 MJ0241                          STATION DESCRIPTION
 MJ0241
 MJ0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0241'3 MI N FROM AVOCA.
 MJ0241'2.95 MILES NORTH ALONG U.S. HIGHWAY 59 FROM THE AVOCA WATERWORKS
 MJ0241'BUILDING IN AVOCA, 90 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 MJ0241'59, 39 FEET NORTH OF THE CENTER OF A FIELD APPROACH, 1 FOOT
 MJ0241'SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND
 MJ0241'CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0292 ***********************************************************************
 MJ0292  DESIGNATION -  H 151
 MJ0292  PID         -  MJ0292
 MJ0292  STATE/COUNTY-  IA/SHELBY
 MJ0292  USGS QUAD   -  IRWIN (1978)
 MJ0292
 MJ0292                         *CURRENT SURVEY CONTROL
 MJ0292  ___________________________________________________________________
 MJ0292* NAD 83(1986)-  41 49 14.     (N)    095 12 33.     (W)     SCALED    
 MJ0292* NAVD 88     -       390.318  (meters)    1280.57   (feet)  ADJUSTED  
 MJ0292  ___________________________________________________________________
 MJ0292  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 MJ0292  DYNAMIC HT  -         390.134 (meters)    1279.96  (feet)  COMP
 MJ0292  MODELED GRAV-     980,142.1   (mgal)                       NAVD 88
 MJ0292
 MJ0292  VERT ORDER  -  SECOND    CLASS 0
 MJ0292
 MJ0292.The horizontal coordinates were scaled from a topographic map and have
 MJ0292.an estimated accuracy of +/- 6 seconds.
 MJ0292
 MJ0292.The orthometric height was determined by differential leveling
 MJ0292.and adjusted by the National Geodetic Survey in June 1991..
 MJ0292
 MJ0292.The geoid height was determined by GEOID03.
 MJ0292
 MJ0292.The dynamic height is computed by dividing the NAVD 88
 MJ0292.geopotential number by the normal gravity value computed on the
 MJ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0292.degrees latitude (g = 980.6199 gals.).
 MJ0292
 MJ0292.The modeled gravity was interpolated from observed gravity values.
 MJ0292
 MJ0292;                    North         East    Units  Estimated Accuracy
 MJ0292;SPC IA S     -   203,570.      358,010.      MT  (+/- 180 meters Scaled)
 MJ0292
 MJ0292                          SUPERSEDED SURVEY CONTROL
 MJ0292
 MJ0292  NGVD 29 (??/??/92)  390.182  (m)         1280.12   (f) ADJ UNCH    2 0
 MJ0292
 MJ0292.Superseded values are not recommended for survey control.
 MJ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0292.See file dsdata.txt to determine how the superseded data were derived.
 MJ0292
 MJ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG165322(NAD 83)
 MJ0292_MARKER: DB = BENCH MARK DISK
 MJ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0292_STAMPING: H 151 1949
 MJ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0292+STABILITY: SURFACE MOTION
 MJ0292
 MJ0292  HISTORY     - Date     Condition        Report By
 MJ0292  HISTORY     - 1949     MONUMENTED       CGS
 MJ0292  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0292
 MJ0292                          STATION DESCRIPTION
 MJ0292
 MJ0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0292'2 MI N FROM IRWIN.
 MJ0292'2.0 MILES NORTH ALONG COUNTY ROAD M FROM THE JUNCTION OF COUNTY
 MJ0292'ROAD M WITH STATE HIGHWAY NO. 268 AT IRWIN, ABOUT 0.15 MILE
 MJ0292'SOUTH OF A STEEL BRIDGE ALONG THE MAIN ROAD, IN LINE WITH A ROW
 MJ0292'OF POWER LINE POLES, 142.0 FEET WEST OF THE CENTER LINE OF THE
 MJ0292'MAIN ROAD, 102.6 FEET WEST OF A CORNER FENCE POST, 34.0 FEET
 MJ0292'SOUTH OF THE CENTER LINE OF AN EAST-WEST SECTION LINE ROAD, 0.9
 MJ0292'FOOT NORTH OF A FENCE, 1.3 FEET EAST OF A REFERENCE POST, SET IN
 MJ0292'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MJ0292
 MJ0292                          STATION RECOVERY (1975)
 MJ0292
 MJ0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0343 ***********************************************************************
 NM0343  DESIGNATION -  H 152
 NM0343  PID         -  NM0343
 NM0343  STATE/COUNTY-  IA/WOODBURY
 NM0343  USGS QUAD   -  LUTON (1964)
 NM0343
 NM0343                         *CURRENT SURVEY CONTROL
 NM0343  ___________________________________________________________________
 NM0343* NAD 83(1986)-  42 22 23.     (N)    096 14 33.     (W)     SCALED    
 NM0343* NAVD 88     -       331.644  (meters)    1088.07   (feet)  ADJUSTED  
 NM0343  ___________________________________________________________________
 NM0343  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 NM0343  DYNAMIC HT  -         331.536 (meters)    1087.71  (feet)  COMP
 NM0343  MODELED GRAV-     980,286.2   (mgal)                       NAVD 88
 NM0343
 NM0343  VERT ORDER  -  SECOND    CLASS 0
 NM0343
 NM0343.The horizontal coordinates were scaled from a topographic map and have
 NM0343.an estimated accuracy of +/- 6 seconds.
 NM0343
 NM0343.The orthometric height was determined by differential leveling
 NM0343.and adjusted by the National Geodetic Survey in June 1991..
 NM0343
 NM0343.The geoid height was determined by GEOID03.
 NM0343
 NM0343.The dynamic height is computed by dividing the NAVD 88
 NM0343.geopotential number by the normal gravity value computed on the
 NM0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0343.degrees latitude (g = 980.6199 gals.).
 NM0343
 NM0343.The modeled gravity was interpolated from observed gravity values.
 NM0343
 NM0343;                    North         East    Units  Estimated Accuracy
 NM0343;SPC IA N     - 1,100,640.    1,274,160.      MT  (+/- 180 meters Scaled)
 NM0343
 NM0343                          SUPERSEDED SURVEY CONTROL
 NM0343
 NM0343  NGVD 29 (??/??/92)  331.482  (m)         1087.54   (f) ADJ UNCH    2 0
 NM0343
 NM0343.Superseded values are not recommended for survey control.
 NM0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0343.See file dsdata.txt to determine how the superseded data were derived.
 NM0343
 NM0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM270948(NAD 83)
 NM0343_MARKER: DB = BENCH MARK DISK
 NM0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0343_SP_SET: FLOODGATE
 NM0343_STAMPING: H 152 1949
 NM0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0343
 NM0343  HISTORY     - Date     Condition        Report By
 NM0343  HISTORY     - 1949     MONUMENTED       CGS
 NM0343
 NM0343                          STATION DESCRIPTION
 NM0343
 NM0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0343'3.3 MI SW FROM BRONSON.
 NM0343'1.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0343'FROM THE STATION AT BRONSON, THENCE 1.8 MILES SOUTH ALONG A
 NM0343'GRADED DIRT ROAD, AND SET IN THE TOP OF THE SOUTH WALL OF A
 NM0343'FLOOD GATE IN FARMERS DITCH, 69 FEET WEST OF THE CENTER LINE
 NM0343'OF THE NORTH-SOUTH ROAD, 33 FEET NORTH OF THE CENTER LINE OF A
 NM0343'T ROAD LEADING WEST, 25.2 FEET NORTH OF THE NORTHWEST CORNER
 NM0343'OF A BRIDGE OVER FARMERS DITCH, 1.6 FEET EAST OF THE SOUTHWEST
 NM0343'CORNER OF THE SOUTH WALL OF THE FLOOD GATE, AND ABOUT LEVEL
 NM0343'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0390 ***********************************************************************
 NM0390  DESIGNATION -  H 153
 NM0390  PID         -  NM0390
 NM0390  STATE/COUNTY-  IA/WOODBURY
 NM0390  USGS QUAD   -  SLOAN (1969)
 NM0390
 NM0390                         *CURRENT SURVEY CONTROL
 NM0390  ___________________________________________________________________
 NM0390* NAD 83(1986)-  42 13 42.     (N)    096 10 22.     (W)     SCALED    
 NM0390* NAVD 88     -       325.334  (meters)    1067.37   (feet)  ADJUSTED  
 NM0390  ___________________________________________________________________
 NM0390  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 NM0390  DYNAMIC HT  -         325.225 (meters)    1067.01  (feet)  COMP
 NM0390  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 NM0390
 NM0390  VERT ORDER  -  SECOND    CLASS 0
 NM0390
 NM0390.The horizontal coordinates were scaled from a topographic map and have
 NM0390.an estimated accuracy of +/- 6 seconds.
 NM0390
 NM0390.The orthometric height was determined by differential leveling
 NM0390.and adjusted by the National Geodetic Survey in June 1991..
 NM0390
 NM0390.The geoid height was determined by GEOID03.
 NM0390
 NM0390.The dynamic height is computed by dividing the NAVD 88
 NM0390.geopotential number by the normal gravity value computed on the
 NM0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0390.degrees latitude (g = 980.6199 gals.).
 NM0390
 NM0390.The modeled gravity was interpolated from observed gravity values.
 NM0390
 NM0390;                    North         East    Units  Estimated Accuracy
 NM0390;SPC IA N     - 1,084,390.    1,279,390.      MT  (+/- 180 meters Scaled)
 NM0390
 NM0390                          SUPERSEDED SURVEY CONTROL
 NM0390
 NM0390  NGVD 29 (??/??/92)  325.182  (m)         1066.87   (f) ADJ UNCH    2 0
 NM0390
 NM0390.Superseded values are not recommended for survey control.
 NM0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0390.See file dsdata.txt to determine how the superseded data were derived.
 NM0390
 NM0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM333789(NAD 83)
 NM0390_MARKER: DB = BENCH MARK DISK
 NM0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0390_STAMPING: H 153 1949
 NM0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0390+STABILITY: SURFACE MOTION
 NM0390
 NM0390  HISTORY     - Date     Condition        Report By
 NM0390  HISTORY     - 1949     MONUMENTED       CGS
 NM0390
 NM0390                          STATION DESCRIPTION
 NM0390
 NM0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0390'3.1 MI SE FROM SLOAN.
 NM0390'0.25 MILE SOUTHEAST ALONG U.S. HIGHWAY 75 FROM THE CHICAGO
 NM0390'AND NORTH WESTERN RAILROAD STATION AT SLOAN, THENCE 2.85 MILES
 NM0390'EAST ALONG STATE HIGHWAY 140, AT THE FARM HOME OF ARTHER LANDER,
 NM0390'73 FEET NORTH OF THE CENTER LINE OF THE ROAD, 90.0 FEET WEST
 NM0390'OF THE SOUTHWEST CORNER OF THE HOUSE, 2.4 FEET SOUTHWEST OF THE
 NM0390'SOUTHEAST CORNER OF THE GARAGE, AND SET IN THE TOP OF A 5.5-FOOT
 NM0390'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0806 ***********************************************************************
 NM0806  DESIGNATION -  H 154
 NM0806  PID         -  NM0806
 NM0806  STATE/COUNTY-  IA/SIOUX
 NM0806  USGS QUAD   -  CHATSWORTH (1969)
 NM0806
 NM0806                         *CURRENT SURVEY CONTROL
 NM0806  ___________________________________________________________________
 NM0806* NAD 83(1986)-  42 56 28.     (N)    096 30 33.     (W)     SCALED    
 NM0806* NAVD 88     -       355.361  (meters)    1165.88   (feet)  ADJUSTED  
 NM0806  ___________________________________________________________________
 NM0806  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 NM0806  DYNAMIC HT  -         355.267 (meters)    1165.57  (feet)  COMP
 NM0806  MODELED GRAV-     980,346.9   (mgal)                       NAVD 88
 NM0806
 NM0806  VERT ORDER  -  FIRST     CLASS II
 NM0806
 NM0806.The horizontal coordinates were scaled from a topographic map and have
 NM0806.an estimated accuracy of +/- 6 seconds.
 NM0806
 NM0806.The orthometric height was determined by differential leveling
 NM0806.and adjusted by the National Geodetic Survey in June 1991..
 NM0806
 NM0806.The geoid height was determined by GEOID03.
 NM0806
 NM0806.The dynamic height is computed by dividing the NAVD 88
 NM0806.geopotential number by the normal gravity value computed on the
 NM0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0806.degrees latitude (g = 980.6199 gals.).
 NM0806
 NM0806.The modeled gravity was interpolated from observed gravity values.
 NM0806
 NM0806;                    North         East    Units  Estimated Accuracy
 NM0806;SPC IA N     - 1,164,450.    1,254,460.      MT  (+/- 180 meters Scaled)
 NM0806
 NM0806                          SUPERSEDED SURVEY CONTROL
 NM0806
 NM0806  NGVD 29 (??/??/92)  355.162  (m)         1165.23   (f) ADJ UNCH    1 2
 NM0806
 NM0806.Superseded values are not recommended for survey control.
 NM0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0806.See file dsdata.txt to determine how the superseded data were derived.
 NM0806
 NM0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN032572(NAD 83)
 NM0806_MARKER: DB = BENCH MARK DISK
 NM0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0806_STAMPING: H 154 1949
 NM0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0806+STABILITY: SURFACE MOTION
 NM0806
 NM0806  HISTORY     - Date     Condition        Report By
 NM0806  HISTORY     - 1949     MONUMENTED       CGS
 NM0806
 NM0806                          STATION DESCRIPTION
 NM0806
 NM0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0806'2 MI N FROM CHATSWORTH.
 NM0806'2.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0806'PACIFIC RAILROAD FROM THE RAILROAD STATION AT CHATSWORTH, 2 POLES
 NM0806'SOUTH OF MILE-POST 21, 79.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 NM0806'OF BRIDGE T-548, 48.0 FEET WEST OF THE WEST RAIL, 14.0 FEET
 NM0806'SOUTHWEST OF A POLE, 1.8 FEET EAST OF THE RIGHT-OF-WAY FENCE, 1.6
 NM0806'FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 NM0806'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0300 ***********************************************************************
 LF0300  DESIGNATION -  H 156
 LF0300  PID         -  LF0300
 LF0300  STATE/COUNTY-  IA/FREMONT
 LF0300  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF0300
 LF0300                         *CURRENT SURVEY CONTROL
 LF0300  ___________________________________________________________________
 LF0300* NAD 83(1986)-  40 47 10.     (N)    095 25 04.     (W)     SCALED    
 LF0300* NAVD 88     -       320.653  (meters)    1052.01   (feet)  ADJUSTED  
 LF0300  ___________________________________________________________________
 LF0300  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LF0300  DYNAMIC HT  -         320.482 (meters)    1051.45  (feet)  COMP
 LF0300  MODELED GRAV-     980,081.5   (mgal)                       NAVD 88
 LF0300
 LF0300  VERT ORDER  -  SECOND    CLASS 0
 LF0300
 LF0300.The horizontal coordinates were scaled from a topographic map and have
 LF0300.an estimated accuracy of +/- 6 seconds.
 LF0300
 LF0300.The orthometric height was determined by differential leveling
 LF0300.and adjusted by the National Geodetic Survey in June 1991..
 LF0300
 LF0300.The geoid height was determined by GEOID03.
 LF0300
 LF0300.The dynamic height is computed by dividing the NAVD 88
 LF0300.geopotential number by the normal gravity value computed on the
 LF0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0300.degrees latitude (g = 980.6199 gals.).
 LF0300
 LF0300.The modeled gravity was interpolated from observed gravity values.
 LF0300
 LF0300;                    North         East    Units  Estimated Accuracy
 LF0300;SPC IA S     -    89,080.      338,140.      MT  (+/- 180 meters Scaled)
 LF0300
 LF0300                          SUPERSEDED SURVEY CONTROL
 LF0300
 LF0300  NGVD 29 (??/??/92)  320.539  (m)         1051.63   (f) ADJ UNCH    2 0
 LF0300
 LF0300.Superseded values are not recommended for survey control.
 LF0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0300.See file dsdata.txt to determine how the superseded data were derived.
 LF0300
 LF0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF959178(NAD 83)
 LF0300_MARKER: DB = BENCH MARK DISK
 LF0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0300_STAMPING: H 156 1949
 LF0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0300+STABILITY: SURFACE MOTION
 LF0300
 LF0300  HISTORY     - Date     Condition        Report By
 LF0300  HISTORY     - 1949     MONUMENTED       CGS
 LF0300
 LF0300                          STATION DESCRIPTION
 LF0300
 LF0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0300'3.4 MI NW FROM SHENANDOAH.
 LF0300'2.2 MILES WEST ALONG STATE HIGHWAY 2 FROM ITS INTERSECTION WITH
 LF0300'U.S. HIGHWAY 59 AND STATE HIGHWAY 48 AT THE WEST EDGE OF
 LF0300'SHENANDOAH, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD THENCE 0.25
 LF0300'MILE EAST ALONG A DIRT ROAD, AT A SCHOOLHOUSE, 74 FEET NORTH
 LF0300'OF THE CENTER LINE OF THE ROAD, 42 FEET EAST OF A 48 INCH ELM
 LF0300'TREE, 81 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 LF0300'SCHOOLHOUSE, 198 FEET NORTHEAST OF A 6 FOOT BOX CULVERT, 2.0
 LF0300'FEET WEST OF A FENCE, 2.0 FEET SOUTH OF A WITNESS POST, SET
 LF0300'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 LF0300'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0902 ***********************************************************************
 LF0902  DESIGNATION -  H 157
 LF0902  PID         -  LF0902
 LF0902  STATE/COUNTY-  IA/FREMONT
 LF0902  USGS QUAD   -  SIDNEY (1981)
 LF0902
 LF0902                         *CURRENT SURVEY CONTROL
 LF0902  ___________________________________________________________________
 LF0902* NAD 83(1986)-  40 43 57.     (N)    095 38 49.     (W)     SCALED    
 LF0902* NAVD 88     -       318.105  (meters)    1043.65   (feet)  ADJUSTED  
 LF0902  ___________________________________________________________________
 LF0902  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LF0902  DYNAMIC HT  -         317.935 (meters)    1043.09  (feet)  COMP
 LF0902  MODELED GRAV-     980,083.9   (mgal)                       NAVD 88
 LF0902
 LF0902  VERT ORDER  -  SECOND    CLASS 0
 LF0902
 LF0902.The horizontal coordinates were scaled from a topographic map and have
 LF0902.an estimated accuracy of +/- 6 seconds.
 LF0902
 LF0902.The orthometric height was determined by differential leveling
 LF0902.and adjusted by the National Geodetic Survey in June 1991..
 LF0902
 LF0902.The geoid height was determined by GEOID03.
 LF0902
 LF0902.The dynamic height is computed by dividing the NAVD 88
 LF0902.geopotential number by the normal gravity value computed on the
 LF0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0902.degrees latitude (g = 980.6199 gals.).
 LF0902
 LF0902.The modeled gravity was interpolated from observed gravity values.
 LF0902
 LF0902;                    North         East    Units  Estimated Accuracy
 LF0902;SPC IA S     -    83,580.      318,660.      MT  (+/- 180 meters Scaled)
 LF0902
 LF0902                          SUPERSEDED SURVEY CONTROL
 LF0902
 LF0902  NGVD 29 (??/??/92)  318.000  (m)         1043.31   (f) ADJ UNCH    2 0
 LF0902
 LF0902.Superseded values are not recommended for survey control.
 LF0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0902.See file dsdata.txt to determine how the superseded data were derived.
 LF0902
 LF0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF764124(NAD 83)
 LF0902_MARKER: DB = BENCH MARK DISK
 LF0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0902_STAMPING: H 157 1949
 LF0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0902+STABILITY: SURFACE MOTION
 LF0902
 LF0902  HISTORY     - Date     Condition        Report By
 LF0902  HISTORY     - 1949     MONUMENTED       CGS
 LF0902  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0902
 LF0902                          STATION DESCRIPTION
 LF0902
 LF0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0902'1 MI S FROM SIDNEY.
 LF0902'1.0 MILE SOUTH ALONG U.S. HIGHWAY 275 FROM THE COURTHOUSE AT
 LF0902'SIDNEY, 49 FEET NORTH OF THE CENTER LINE OF A TRAIL WHICH LEADS
 LF0902'WEST ACROSS A CREEK, 40 FEET SOUTH OF A TELEPHONE POLE, IN LINE
 LF0902'WITH A ROW OF POLES, 32 FEET WEST OF THE CENTER LINE OF THE
 LF0902'HIGHWAY, 3.4 FEET EAST OF A FENCE, 2.0 FEET SOUTH OF A WITNESS
 LF0902'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 LF0902'ABOVE THE GROUND.
 LF0902
 LF0902                          STATION RECOVERY (1976)
 LF0902
 LF0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1008 ***********************************************************************
 MJ1008  DESIGNATION -  H 158
 MJ1008  PID         -  MJ1008
 MJ1008  STATE/COUNTY-  IA/MONONA
 MJ1008  USGS QUAD   -  MOORHEAD NW (1971)
 MJ1008
 MJ1008                         *CURRENT SURVEY CONTROL
 MJ1008  ___________________________________________________________________
 MJ1008* NAD 83(1986)-  41 57 53.     (N)    095 59 29.     (W)     SCALED    
 MJ1008* NAVD 88     -       319.819  (meters)    1049.27   (feet)  ADJUSTED  
 MJ1008  ___________________________________________________________________
 MJ1008  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 MJ1008  DYNAMIC HT  -         319.699 (meters)    1048.88  (feet)  COMP
 MJ1008  MODELED GRAV-     980,237.1   (mgal)                       NAVD 88
 MJ1008
 MJ1008  VERT ORDER  -  SECOND    CLASS 0
 MJ1008
 MJ1008.The horizontal coordinates were scaled from a topographic map and have
 MJ1008.an estimated accuracy of +/- 6 seconds.
 MJ1008
 MJ1008.The orthometric height was determined by differential leveling
 MJ1008.and adjusted by the National Geodetic Survey in June 1991..
 MJ1008
 MJ1008.The geoid height was determined by GEOID03.
 MJ1008
 MJ1008.The dynamic height is computed by dividing the NAVD 88
 MJ1008.geopotential number by the normal gravity value computed on the
 MJ1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1008.degrees latitude (g = 980.6199 gals.).
 MJ1008
 MJ1008.The modeled gravity was interpolated from observed gravity values.
 MJ1008
 MJ1008;                    North         East    Units  Estimated Accuracy
 MJ1008;SPC IA N     - 1,054,660.    1,293,500.      MT  (+/- 180 meters Scaled)
 MJ1008
 MJ1008                          SUPERSEDED SURVEY CONTROL
 MJ1008
 MJ1008  NGVD 29 (??/??/92)  319.671  (m)         1048.79   (f) ADJ UNCH    2 0
 MJ1008
 MJ1008.Superseded values are not recommended for survey control.
 MJ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1008.See file dsdata.txt to determine how the superseded data were derived.
 MJ1008
 MJ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG521501(NAD 83)
 MJ1008_MARKER: DB = BENCH MARK DISK
 MJ1008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ1008_SP_SET: BRIDGE
 MJ1008_STAMPING: H 158 1949
 MJ1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1008
 MJ1008  HISTORY     - Date     Condition        Report By
 MJ1008  HISTORY     - 1949     MONUMENTED       CGS
 MJ1008
 MJ1008                          STATION DESCRIPTION
 MJ1008
 MJ1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ1008'5.4 MI SW FROM TURIN.
 MJ1008'0.8 MILE WEST ALONG STATE HIGHWAYS 37 AND 175 FROM THE POST
 MJ1008'OFFICE AT TURIN, THENCE 2.9 MILES SOUTH ALONG A WINDING GRADED
 MJ1008'DIRT ROAD, THENCE 1.3 MILES SOUTH ALONG A GRADED DIRT ROAD,
 MJ1008'THENCE 0.45 MILE WEST ALONG A GRAVELED ROAD, AT A CONCRETE AND
 MJ1008'STEEL BRIDGE OVER HARRISON DITCH, SET IN THE TOP OF THE SOUTHEAST
 MJ1008'WINGWALL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0445 ***********************************************************************
 NL0445  DESIGNATION -  H 159
 NL0445  PID         -  NL0445
 NL0445  STATE/COUNTY-  IA/MONONA
 NL0445  USGS QUAD   -  MAPLETON SE (1982)
 NL0445
 NL0445                         *CURRENT SURVEY CONTROL
 NL0445  ___________________________________________________________________
 NL0445* NAD 83(1986)-  42 00 24.     (N)    095 52 00.     (W)     SCALED    
 NL0445* NAVD 88     -       362.687  (meters)    1189.92   (feet)  ADJUSTED  
 NL0445  ___________________________________________________________________
 NL0445  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 NL0445  DYNAMIC HT  -         362.549 (meters)    1189.46  (feet)  COMP
 NL0445  MODELED GRAV-     980,229.9   (mgal)                       NAVD 88
 NL0445
 NL0445  VERT ORDER  -  SECOND    CLASS 0
 NL0445
 NL0445.The horizontal coordinates were scaled from a topographic map and have
 NL0445.an estimated accuracy of +/- 6 seconds.
 NL0445
 NL0445.The orthometric height was determined by differential leveling
 NL0445.and adjusted by the National Geodetic Survey in June 1991..
 NL0445
 NL0445.The geoid height was determined by GEOID03.
 NL0445
 NL0445.The dynamic height is computed by dividing the NAVD 88
 NL0445.geopotential number by the normal gravity value computed on the
 NL0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0445.degrees latitude (g = 980.6199 gals.).
 NL0445
 NL0445.The modeled gravity was interpolated from observed gravity values.
 NL0445
 NL0445;                    North         East    Units  Estimated Accuracy
 NL0445;SPC IA N     - 1,059,020.    1,303,960.      MT  (+/- 180 meters Scaled)
 NL0445
 NL0445                          SUPERSEDED SURVEY CONTROL
 NL0445
 NL0445  NGVD 29 (??/??/92)  362.540  (m)         1189.43   (f) ADJ UNCH    2 0
 NL0445
 NL0445.Superseded values are not recommended for survey control.
 NL0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0445.See file dsdata.txt to determine how the superseded data were derived.
 NL0445
 NL0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG626544(NAD 83)
 NL0445_MARKER: DB = BENCH MARK DISK
 NL0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0445_STAMPING: H 159 1949
 NL0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0445+STABILITY: SURFACE MOTION
 NL0445
 NL0445  HISTORY     - Date     Condition        Report By
 NL0445  HISTORY     - 1949     MONUMENTED       CGS
 NL0445  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 NL0445
 NL0445                          STATION DESCRIPTION
 NL0445
 NL0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0445'5.6 MI SE FROM TURIN.
 NL0445'5.6 MILES SOUTHEAST ALONG IOWA STATE HIGHWAY 37 FROM THE POST
 NL0445'OFFICE AT TURIN, ON THE NORTHEAST SLOPE OF A WOODED HILL, 0.1
 NL0445'MILE WEST OF A DIRT ROAD LEADING NORTHWEST, 131 FEET SOUTH OF
 NL0445'THE CENTER LINE OF THE HIGHWAY, 75 FEET SOUTH OF A WOVENWIRE
 NL0445'FENCE LINE, 16 FEET EAST OF A LARGE FORKED ELM TREE, 1.2 FEET
 NL0445'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 NL0445'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THIS
 NL0445'BENCH MARK IS 5.15 MILES NORTHWEST OF SOLDIER.
 NL0445
 NL0445                          STATION RECOVERY (1982)
 NL0445
 NL0445'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 NL0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0547 ***********************************************************************
 OP0547  DESIGNATION -  H 16
 OP0547  PID         -  OP0547
 OP0547  STATE/COUNTY-  IA/SIOUX
 OP0547  USGS QUAD   -  HOSPERS (1964)
 OP0547
 OP0547                         *CURRENT SURVEY CONTROL
 OP0547  ___________________________________________________________________
 OP0547* NAD 83(1986)-  43 07 06.     (N)    095 53 31.     (W)     SCALED    
 OP0547* NAVD 88     -       413.521  (meters)    1356.69   (feet)  ADJUSTED  
 OP0547  ___________________________________________________________________
 OP0547  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 OP0547  DYNAMIC HT  -         413.404 (meters)    1356.31  (feet)  COMP
 OP0547  MODELED GRAV-     980,323.6   (mgal)                       NAVD 88
 OP0547
 OP0547  VERT ORDER  -  SECOND    CLASS 0
 OP0547
 OP0547.The horizontal coordinates were scaled from a topographic map and have
 OP0547.an estimated accuracy of +/- 6 seconds.
 OP0547
 OP0547.The orthometric height was determined by differential leveling
 OP0547.and adjusted by the National Geodetic Survey in June 1991..
 OP0547
 OP0547.The geoid height was determined by GEOID03.
 OP0547
 OP0547.The dynamic height is computed by dividing the NAVD 88
 OP0547.geopotential number by the normal gravity value computed on the
 OP0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0547.degrees latitude (g = 980.6199 gals.).
 OP0547
 OP0547.The modeled gravity was interpolated from observed gravity values.
 OP0547
 OP0547;                    North         East    Units  Estimated Accuracy
 OP0547;SPC IA N     - 1,182,520.    1,305,360.      MT  (+/- 180 meters Scaled)
 OP0547
 OP0547                          SUPERSEDED SURVEY CONTROL
 OP0547
 OP0547  NGVD 29 (??/??/92)  413.332  (m)         1356.07   (f) ADJ UNCH    2 0
 OP0547
 OP0547.Superseded values are not recommended for survey control.
 OP0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0547.See file dsdata.txt to determine how the superseded data were derived.
 OP0547
 OP0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH647780(NAD 83)
 OP0547_MARKER: DB = BENCH MARK DISK
 OP0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0547_STAMPING: H 16 1934
 OP0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0547+STABILITY: SURFACE MOTION
 OP0547
 OP0547  HISTORY     - Date     Condition        Report By
 OP0547  HISTORY     - 1934     MONUMENTED       CGS
 OP0547
 OP0547                          STATION DESCRIPTION
 OP0547
 OP0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0547'3.5 MI NE FROM HOSPERS.
 OP0547'3.5 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 OP0547'RAILWAY FROM THE STATION AT HOSPERS, SIOUX COUNTY, 175 FEET SOUTHWEST
 OP0547'OF MILEPOST 216, 44 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 3.5 FEET
 OP0547'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 16
 OP0547'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 OP0547'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0133 ***********************************************************************
 MK0133  DESIGNATION -  H 160
 MK0133  PID         -  MK0133
 MK0133  STATE/COUNTY-  IA/HARRISON
 MK0133  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0133
 MK0133                         *CURRENT SURVEY CONTROL
 MK0133  ___________________________________________________________________
 MK0133* NAD 83(1986)-  41 50 04.     (N)    096 02 17.     (W)     SCALED    
 MK0133* NAVD 88     -       314.091  (meters)    1030.48   (feet)  ADJUSTED  
 MK0133  ___________________________________________________________________
 MK0133  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 MK0133  DYNAMIC HT  -         313.967 (meters)    1030.07  (feet)  COMP
 MK0133  MODELED GRAV-     980,218.8   (mgal)                       NAVD 88
 MK0133
 MK0133  VERT ORDER  -  SECOND    CLASS 0
 MK0133
 MK0133.The horizontal coordinates were scaled from a topographic map and have
 MK0133.an estimated accuracy of +/- 6 seconds.
 MK0133
 MK0133.The orthometric height was determined by differential leveling
 MK0133.and adjusted by the National Geodetic Survey in June 1991..
 MK0133
 MK0133.The geoid height was determined by GEOID03.
 MK0133
 MK0133.The dynamic height is computed by dividing the NAVD 88
 MK0133.geopotential number by the normal gravity value computed on the
 MK0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0133.degrees latitude (g = 980.6199 gals.).
 MK0133
 MK0133.The modeled gravity was interpolated from observed gravity values.
 MK0133
 MK0133;                    North         East    Units  Estimated Accuracy
 MK0133;SPC IA S     -   206,800.      289,200.      MT  (+/- 180 meters Scaled)
 MK0133
 MK0133                          SUPERSEDED SURVEY CONTROL
 MK0133
 MK0133  NGVD 29 (??/??/92)  313.942  (m)         1029.99   (f) ADJ UNCH    2 0
 MK0133
 MK0133.Superseded values are not recommended for survey control.
 MK0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0133.See file dsdata.txt to determine how the superseded data were derived.
 MK0133
 MK0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM459356(NAD 83)
 MK0133_MARKER: DB = BENCH MARK DISK
 MK0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0133_STAMPING: H 160 1949
 MK0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0133+STABILITY: SURFACE MOTION
 MK0133
 MK0133  HISTORY     - Date     Condition        Report By
 MK0133  HISTORY     - 1949     MONUMENTED       CGS
 MK0133  HISTORY     - 1974     GOOD             LOCSUR
 MK0133
 MK0133                          STATION DESCRIPTION
 MK0133
 MK0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0133'1.8 MI NW FROM LITTLE SIOUX.
 MK0133'1.2 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 MK0133'LITTLE SIOUX, THENCE 0.6 MILE WEST ALONG A GRADED DIRT ROAD, AT
 MK0133'THE JUNCTION OF A GRADED DIRT ROAD LEADING NORTH, 36 FEET NORTH
 MK0133'OF THE CENTER LINE OF THE DIRT ROAD LEADING WEST, 33 FEET WEST
 MK0133'OF THE CENTER LINE OF THE DIRT ROAD LEADING NORTH, 2.5 FEET
 MK0133'NORTHEAST OF A FENCE CORNER POST, 2.0 FEET NORTHWEST OF A BRACED
 MK0133'TELEPHONE POLE, 2.0 FEET EAST OF A WIRE FENCE, 1.6 FEET NORTH
 MK0133'OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 MK0133'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- 1.6 N, .3
 MK0133'NE, .9 MI E, NW QUADRANT OF T INTERSECT.
 MK0133
 MK0133                          STATION RECOVERY (1974)
 MK0133
 MK0133'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0284 ***********************************************************************
 LF0284  DESIGNATION -  H 161
 LF0284  PID         -  LF0284
 LF0284  STATE/COUNTY-  IA/MONTGOMERY
 LF0284  USGS QUAD   -  COBURG (1978)
 LF0284
 LF0284                         *CURRENT SURVEY CONTROL
 LF0284  ___________________________________________________________________
 LF0284* NAD 83(1986)-  40 57 33.     (N)    095 15 16.     (W)     SCALED    
 LF0284* NAVD 88     -       310.572  (meters)    1018.93   (feet)  ADJUSTED  
 LF0284  ___________________________________________________________________
 LF0284  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LF0284  DYNAMIC HT  -         310.415 (meters)    1018.42  (feet)  COMP
 LF0284  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 LF0284
 LF0284  VERT ORDER  -  SECOND    CLASS 0
 LF0284
 LF0284.The horizontal coordinates were scaled from a topographic map and have
 LF0284.an estimated accuracy of +/- 6 seconds.
 LF0284
 LF0284.The orthometric height was determined by differential leveling
 LF0284.and adjusted by the National Geodetic Survey in June 1991..
 LF0284
 LF0284.The geoid height was determined by GEOID03.
 LF0284
 LF0284.The dynamic height is computed by dividing the NAVD 88
 LF0284.geopotential number by the normal gravity value computed on the
 LF0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0284.degrees latitude (g = 980.6199 gals.).
 LF0284
 LF0284.The modeled gravity was interpolated from observed gravity values.
 LF0284
 LF0284;                    North         East    Units  Estimated Accuracy
 LF0284;SPC IA S     -   108,000.      352,320.      MT  (+/- 180 meters Scaled)
 LF0284
 LF0284                          SUPERSEDED SURVEY CONTROL
 LF0284
 LF0284  NGVD 29 (??/??/92)  310.469  (m)         1018.60   (f) ADJ UNCH    2 0
 LF0284
 LF0284.Superseded values are not recommended for survey control.
 LF0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0284.See file dsdata.txt to determine how the superseded data were derived.
 LF0284
 LF0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF102366(NAD 83)
 LF0284_MARKER: DB = BENCH MARK DISK
 LF0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0284_STAMPING: H 161 1949
 LF0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0284+STABILITY: SURFACE MOTION
 LF0284
 LF0284  HISTORY     - Date     Condition        Report By
 LF0284  HISTORY     - 1949     MONUMENTED       CGS
 LF0284
 LF0284                          STATION DESCRIPTION
 LF0284
 LF0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0284'2.9 MI NE FROM COBURG.
 LF0284'2.9 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0284'RAILROAD FROM THE STATION AT COBURG, 61 FEET NORTH OF A FENCE
 LF0284'CORNER POST, 44 FEET EAST OF THE EAST RAIL OF THE TRACK, 21
 LF0284'FEET EAST OF A TELEPHONE POLE, 2.6 FEET WEST OF A WOVEN WIRE
 LF0284'FENCE, 1.0 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A 5
 LF0284'FOOT CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 LF0284'86 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING EAST
 LF0284'AND WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0078 ***********************************************************************
 MJ0078  DESIGNATION -  H 162
 MJ0078  PID         -  MJ0078
 MJ0078  STATE/COUNTY-  IA/GUTHRIE
 MJ0078  USGS QUAD   -  STUART NORTH (1982)
 MJ0078
 MJ0078                         *CURRENT SURVEY CONTROL
 MJ0078  ___________________________________________________________________
 MJ0078* NAD 83(1986)-  41 30 14.     (N)    094 17 49.     (W)     SCALED    
 MJ0078* NAVD 88     -       356.596  (meters)    1169.93   (feet)  ADJUSTED  
 MJ0078  ___________________________________________________________________
 MJ0078  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 MJ0078  DYNAMIC HT  -         356.445 (meters)    1169.44  (feet)  COMP
 MJ0078  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 MJ0078
 MJ0078  VERT ORDER  -  FIRST     CLASS II
 MJ0078
 MJ0078.The horizontal coordinates were scaled from a topographic map and have
 MJ0078.an estimated accuracy of +/- 6 seconds.
 MJ0078
 MJ0078.The orthometric height was determined by differential leveling
 MJ0078.and adjusted by the National Geodetic Survey in June 1991..
 MJ0078
 MJ0078.The geoid height was determined by GEOID03.
 MJ0078
 MJ0078.The dynamic height is computed by dividing the NAVD 88
 MJ0078.geopotential number by the normal gravity value computed on the
 MJ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0078.degrees latitude (g = 980.6199 gals.).
 MJ0078
 MJ0078.The modeled gravity was interpolated from observed gravity values.
 MJ0078
 MJ0078;                    North         East    Units  Estimated Accuracy
 MJ0078;SPC IA S     -   167,310.      433,470.      MT  (+/- 180 meters Scaled)
 MJ0078
 MJ0078                          SUPERSEDED SURVEY CONTROL
 MJ0078
 MJ0078  NGVD 29 (??/??/92)  356.535  (m)         1169.73   (f) ADJ UNCH    1 2
 MJ0078
 MJ0078.Superseded values are not recommended for survey control.
 MJ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0078.See file dsdata.txt to determine how the superseded data were derived.
 MJ0078
 MJ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF917955(NAD 83)
 MJ0078_MARKER: DB = BENCH MARK DISK
 MJ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0078_STAMPING: H 162 1950
 MJ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0078+STABILITY: SURFACE MOTION
 MJ0078
 MJ0078  HISTORY     - Date     Condition        Report By
 MJ0078  HISTORY     - 1950     MONUMENTED       CGS
 MJ0078
 MJ0078                          STATION DESCRIPTION
 MJ0078
 MJ0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0078'1.1 MI E FROM STUART.
 MJ0078'1.1 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE CITY HALL AT STUART,
 MJ0078'0.15 MILE EAST OF A JUNCTION WITH A ROAD LEADING NORTH, 0.1 MILE
 MJ0078'EAST OF A JUNCTION WITH A ROAD LEADING SOUTH, 67 FEET NORTH OF
 MJ0078'THE CENTER LINE OF THE HIGHWAY, 1.4 FEET SOUTH OF A FENCE, 1.8
 MJ0078'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MJ0078'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0153 ***********************************************************************
 MJ0153  DESIGNATION -  H 163
 MJ0153  PID         -  MJ0153
 MJ0153  STATE/COUNTY-  IA/CASS
 MJ0153  USGS QUAD   -  WIOTA (1971)
 MJ0153
 MJ0153                         *CURRENT SURVEY CONTROL
 MJ0153  ___________________________________________________________________
 MJ0153* NAD 83(1986)-  41 24 24.     (N)    094 59 19.     (W)     SCALED    
 MJ0153* NAVD 88     -       359.927  (meters)    1180.86   (feet)  ADJUSTED  
 MJ0153  ___________________________________________________________________
 MJ0153  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 MJ0153  DYNAMIC HT  -         359.797 (meters)    1180.43  (feet)  COMP
 MJ0153  MODELED GRAV-     980,249.3   (mgal)                       NAVD 88
 MJ0153
 MJ0153  VERT ORDER  -  FIRST     CLASS II
 MJ0153
 MJ0153.The horizontal coordinates were scaled from a topographic map and have
 MJ0153.an estimated accuracy of +/- 6 seconds.
 MJ0153
 MJ0153.The orthometric height was determined by differential leveling
 MJ0153.and adjusted by the National Geodetic Survey in June 1991..
 MJ0153
 MJ0153.The geoid height was determined by GEOID03.
 MJ0153
 MJ0153.The dynamic height is computed by dividing the NAVD 88
 MJ0153.geopotential number by the normal gravity value computed on the
 MJ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0153.degrees latitude (g = 980.6199 gals.).
 MJ0153
 MJ0153.The modeled gravity was interpolated from observed gravity values.
 MJ0153
 MJ0153;                    North         East    Units  Estimated Accuracy
 MJ0153;SPC IA S     -   157,270.      375,540.      MT  (+/- 180 meters Scaled)
 MJ0153
 MJ0153                          SUPERSEDED SURVEY CONTROL
 MJ0153
 MJ0153  NGVD 29 (??/??/92)  359.871  (m)         1180.68   (f) ADJ UNCH    1 2
 MJ0153
 MJ0153.Superseded values are not recommended for survey control.
 MJ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0153.See file dsdata.txt to determine how the superseded data were derived.
 MJ0153
 MJ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF337858(NAD 83)
 MJ0153_MARKER: DB = BENCH MARK DISK
 MJ0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0153_STAMPING: H 163 1950
 MJ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0153+STABILITY: SURFACE MOTION
 MJ0153
 MJ0153  HISTORY     - Date     Condition        Report By
 MJ0153  HISTORY     - 1950     MONUMENTED       CGS
 MJ0153
 MJ0153                          STATION DESCRIPTION
 MJ0153
 MJ0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0153'1.3 MI E FROM ATLANTIC.
 MJ0153'1.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0153'RAILROAD FROM THE STATION AT ATLANTIC, AT A PRIVATE ROAD CROSSING,
 MJ0153'0.15 MILE WEST OF A FARMHOUSE, 0.2 MILE WEST OF A OPEN AIR
 MJ0153'THEATRE, 22 FEET SOUTH OF THE CENTER LINE OF A ROAD, 42 FEET
 MJ0153'NORTH OF THE NORTH RAIL, 38 FEET EAST OF THE CENTER LINE OF A
 MJ0153'ROAD, 5 FEET NORTH OF A TELEPHONE POLE, 4.8 FEET SOUTH OF A
 MJ0153'FENCE, 2.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MJ0153'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0641 ***********************************************************************
 MG0641  DESIGNATION -  H 164
 MG0641  PID         -  MG0641
 MG0641  STATE/COUNTY-  IA/LINN
 MG0641  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0641
 MG0641                         *CURRENT SURVEY CONTROL
 MG0641  ___________________________________________________________________
 MG0641* NAD 83(1986)-  41 53 26.     (N)    091 41 40.     (W)     SCALED    
 MG0641* NAVD 88     -       257.858  (meters)     845.99   (feet)  ADJUSTED  
 MG0641  ___________________________________________________________________
 MG0641  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MG0641  DYNAMIC HT  -         257.761 (meters)     845.67  (feet)  COMP
 MG0641  MODELED GRAV-     980,237.5   (mgal)                       NAVD 88
 MG0641
 MG0641  VERT ORDER  -  SECOND    CLASS 0
 MG0641
 MG0641.The horizontal coordinates were scaled from a topographic map and have
 MG0641.an estimated accuracy of +/- 6 seconds.
 MG0641
 MG0641.The orthometric height was determined by differential leveling
 MG0641.and adjusted by the National Geodetic Survey in June 1991..
 MG0641
 MG0641.The geoid height was determined by GEOID03.
 MG0641
 MG0641.The dynamic height is computed by dividing the NAVD 88
 MG0641.geopotential number by the normal gravity value computed on the
 MG0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0641.degrees latitude (g = 980.6199 gals.).
 MG0641
 MG0641.The modeled gravity was interpolated from observed gravity values.
 MG0641
 MG0641;                    North         East    Units  Estimated Accuracy
 MG0641;SPC IA N     - 1,044,980.    1,649,840.      MT  (+/- 180 meters Scaled)
 MG0641
 MG0641                          SUPERSEDED SURVEY CONTROL
 MG0641
 MG0641  NGVD 29 (??/??/92)  257.876  (m)          846.05   (f) ADJ UNCH    2 0
 MG0641
 MG0641.Superseded values are not recommended for survey control.
 MG0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0641.See file dsdata.txt to determine how the superseded data were derived.
 MG0641
 MG0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG083384(NAD 83)
 MG0641_MARKER: DD = SURVEY DISK
 MG0641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0641_SP_SET: SWITCH BOX CONCRETE BASE
 MG0641_STAMPING: H 164 1957
 MG0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0641
 MG0641  HISTORY     - Date     Condition        Report By
 MG0641  HISTORY     - 1957     MONUMENTED       CGS
 MG0641  HISTORY     - 1978     GOOD             NGS
 MG0641
 MG0641                          STATION DESCRIPTION
 MG0641
 MG0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MG0641'6 MI S FROM CEDAR RAPIDS.
 MG0641'ON WEST SIDE OF CRANDIC RAILROAD ABOUT 5.2 MILES SOUTH OF THE
 MG0641'OVERHEAD CROSSING OF U.S. HIGHWAY 30, AT THE INTERSECTION OF
 MG0641'STATE HIGHWAY 84.  53.5 FEET SOUTH OF THE INTERSECTION OF THE
 MG0641'TRACKS AND ROUTE 84, 5.9 FEET WEST OF THE WEST RAIL.  SET
 MG0641'VERTICALLY IN EAST SIDE OF CONCRETE BASE OF A SWITCH BOX AND
 MG0641'ABOUT LEVEL WITH THE TOP OF THE RAIL.
 MG0641
 MG0641                          STATION RECOVERY (1978)
 MG0641
 MG0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 MG0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0112 ***********************************************************************
 NJ0112  DESIGNATION -  H 175
 NJ0112  PID         -  NJ0112
 NJ0112  STATE/COUNTY-  IA/JACKSON
 NJ0112  USGS QUAD   -  GREEN ISLAND (1975)
 NJ0112
 NJ0112                         *CURRENT SURVEY CONTROL
 NJ0112  ___________________________________________________________________
 NJ0112* NAD 83(1986)-  42 08 06.     (N)    090 18 56.     (W)     SCALED    
 NJ0112* NAVD 88     -       213.698  (meters)     701.11   (feet)  ADJUSTED  
 NJ0112  ___________________________________________________________________
 NJ0112  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 NJ0112  DYNAMIC HT  -         213.625 (meters)     700.87  (feet)  COMP
 NJ0112  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 NJ0112
 NJ0112  VERT ORDER  -  FIRST     CLASS I
 NJ0112
 NJ0112.The horizontal coordinates were scaled from a topographic map and have
 NJ0112.an estimated accuracy of +/- 6 seconds.
 NJ0112
 NJ0112.The orthometric height was determined by differential leveling
 NJ0112.and adjusted by the National Geodetic Survey in June 1991..
 NJ0112
 NJ0112.The geoid height was determined by GEOID03.
 NJ0112
 NJ0112.The dynamic height is computed by dividing the NAVD 88
 NJ0112.geopotential number by the normal gravity value computed on the
 NJ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0112.degrees latitude (g = 980.6199 gals.).
 NJ0112
 NJ0112.The modeled gravity was interpolated from observed gravity values.
 NJ0112
 NJ0112;                    North         East    Units  Estimated Accuracy
 NJ0112;SPC IA N     - 1,075,490.    1,763,210.      MT  (+/- 180 meters Scaled)
 NJ0112
 NJ0112                          SUPERSEDED SURVEY CONTROL
 NJ0112
 NJ0112  NGVD 29 (??/??/92)  213.729  (m)          701.21   (f) ADJ UNCH    1 1
 NJ0112
 NJ0112.Superseded values are not recommended for survey control.
 NJ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0112.See file dsdata.txt to determine how the superseded data were derived.
 NJ0112
 NJ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG218682(NAD 83)
 NJ0112_MARKER: DB = BENCH MARK DISK
 NJ0112_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0112_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0112_STAMPING: H 175 1970
 NJ0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0112
 NJ0112  HISTORY     - Date     Condition        Report By
 NJ0112  HISTORY     - 1970     MONUMENTED       NGS
 NJ0112  HISTORY     - 1988     GOOD             USPSQD
 NJ0112  HISTORY     - 19940617 GOOD             USPSQD
 NJ0112  HISTORY     - 20010331 GOOD             NGS
 NJ0112
 NJ0112                          STATION DESCRIPTION
 NJ0112
 NJ0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0112'10.5 MI NW FROM SABULA.
 NJ0112'ABOUT 10.5 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM
 NJ0112'THE MUNICIPAL BUILDING AT SABULA, OR ABOUT 10.9 MILES SOUTHEAST
 NJ0112'ALONG U.S. HIGHWAYS 52 AND 67 FROM THE JUNCTION OF THE HIGHWAY AND
 NJ0112'STATE HIGHWAY 62 AT BELLEVUE, AT THE WEST END OF A CUT, AT THE
 NJ0112'EAST END OF A FILL, 62.5 FEET SOUTH OF THE CENTER LINE OF THE
 NJ0112'HIGHWAY, 1.7 FEET NORTH OF A FENCE, 1.7 FEET WEST OF A METAL
 NJ0112'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND BRAZED ON THE
 NJ0112'TOP OF A 3-INCH IRON PIPE PROJECTING 2 INCHES.  SECTION 36, T85N,
 NJ0112'R5E.
 NJ0112
 NJ0112                          STATION RECOVERY (1988)
 NJ0112
 NJ0112'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0112'RECOVERED IN GOOD CONDITION.
 NJ0112
 NJ0112                          STATION RECOVERY (1994)
 NJ0112
 NJ0112'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0112'RECOVERED IN GOOD CONDITION.
 NJ0112
 NJ0112                          STATION RECOVERY (2001)
 NJ0112
 NJ0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0112'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0267 ***********************************************************************
 NJ0267  DESIGNATION -  H 176
 NJ0267  PID         -  NJ0267
 NJ0267  STATE/COUNTY-  IA/JACKSON
 NJ0267  USGS QUAD   -  LA MOTTE (1972)
 NJ0267
 NJ0267                         *CURRENT SURVEY CONTROL
 NJ0267  ___________________________________________________________________
 NJ0267* NAD 83(1986)-  42 22 17.     (N)    090 33 08.     (W)     SCALED    
 NJ0267* NAVD 88     -       209.962  (meters)     688.85   (feet)  ADJUSTED  
 NJ0267  ___________________________________________________________________
 NJ0267  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 NJ0267  DYNAMIC HT  -         209.892 (meters)     688.62  (feet)  COMP
 NJ0267  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 NJ0267
 NJ0267  VERT ORDER  -  FIRST     CLASS I
 NJ0267
 NJ0267.The horizontal coordinates were scaled from a topographic map and have
 NJ0267.an estimated accuracy of +/- 6 seconds.
 NJ0267
 NJ0267.The orthometric height was determined by differential leveling
 NJ0267.and adjusted by the National Geodetic Survey in June 1991..
 NJ0267
 NJ0267.The geoid height was determined by GEOID03.
 NJ0267
 NJ0267.The dynamic height is computed by dividing the NAVD 88
 NJ0267.geopotential number by the normal gravity value computed on the
 NJ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0267.degrees latitude (g = 980.6199 gals.).
 NJ0267
 NJ0267.The modeled gravity was interpolated from observed gravity values.
 NJ0267
 NJ0267;                    North         East    Units  Estimated Accuracy
 NJ0267;SPC IA N     - 1,101,020.    1,742,740.      MT  (+/- 180 meters Scaled)
 NJ0267
 NJ0267                          SUPERSEDED SURVEY CONTROL
 NJ0267
 NJ0267  NGVD 29 (??/??/92)  210.001  (m)          688.98   (f) ADJ UNCH    1 1
 NJ0267
 NJ0267.Superseded values are not recommended for survey control.
 NJ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0267.See file dsdata.txt to determine how the superseded data were derived.
 NJ0267
 NJ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG015939(NAD 83)
 NJ0267_MARKER: DB = BENCH MARK DISK
 NJ0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0267_SP_SET: CULVERT
 NJ0267_STAMPING: H 176 1970
 NJ0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0267
 NJ0267  HISTORY     - Date     Condition        Report By
 NJ0267  HISTORY     - 1970     MONUMENTED       NGS
 NJ0267  HISTORY     - 19940917 GOOD             USPSQD
 NJ0267  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0267
 NJ0267                          STATION DESCRIPTION
 NJ0267
 NJ0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0267'11.6 MI NW FROM BELLEVUE.
 NJ0267'ABOUT 11.65 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM
 NJ0267'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE,
 NJ0267'94 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE SOUTH CORNER OF A
 NJ0267'BARN, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 NJ0267'SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 NJ0267'HEADWALL OF A 5- X 8 1/2-FOOT CONCRETE BOX CULVERT WITH WING
 NJ0267'WALLS, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 NJ0267'SECTION 1, T 87N, R 4E.
 NJ0267
 NJ0267                          STATION RECOVERY (1994)
 NJ0267
 NJ0267'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0267'RECOVERED IN GOOD CONDITION.
 NJ0267
 NJ0267                          STATION RECOVERY (2001)
 NJ0267
 NJ0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0267'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0349 ***********************************************************************
 NJ0349  DESIGNATION -  H 177
 NJ0349  PID         -  NJ0349
 NJ0349  STATE/COUNTY-  IA/DUBUQUE
 NJ0349  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0349
 NJ0349                         *CURRENT SURVEY CONTROL
 NJ0349  ___________________________________________________________________
 NJ0349* NAD 83(1986)-  42 33 16.     (N)    090 42 39.     (W)     SCALED    
 NJ0349* NAVD 88     -       201.294  (meters)     660.41   (feet)  ADJUSTED  
 NJ0349  ___________________________________________________________________
 NJ0349  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 NJ0349  DYNAMIC HT  -         201.234 (meters)     660.22  (feet)  COMP
 NJ0349  MODELED GRAV-     980,318.8   (mgal)                       NAVD 88
 NJ0349
 NJ0349  VERT ORDER  -  FIRST     CLASS I
 NJ0349
 NJ0349.The horizontal coordinates were scaled from a topographic map and have
 NJ0349.an estimated accuracy of +/- 6 seconds.
 NJ0349
 NJ0349.The orthometric height was determined by differential leveling
 NJ0349.and adjusted by the National Geodetic Survey in June 1991..
 NJ0349
 NJ0349.The geoid height was determined by GEOID03.
 NJ0349
 NJ0349.The dynamic height is computed by dividing the NAVD 88
 NJ0349.geopotential number by the normal gravity value computed on the
 NJ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0349.degrees latitude (g = 980.6199 gals.).
 NJ0349
 NJ0349.The modeled gravity was interpolated from observed gravity values.
 NJ0349
 NJ0349;                    North         East    Units  Estimated Accuracy
 NJ0349;SPC IA N     - 1,120,900.    1,729,010.      MT  (+/- 180 meters Scaled)
 NJ0349
 NJ0349                          SUPERSEDED SURVEY CONTROL
 NJ0349
 NJ0349  NGVD 29 (??/??/92)  201.336  (m)          660.55   (f) ADJ UNCH    1 1
 NJ0349
 NJ0349.Superseded values are not recommended for survey control.
 NJ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0349.See file dsdata.txt to determine how the superseded data were derived.
 NJ0349
 NJ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH879138(NAD 83)
 NJ0349_MARKER: DB = BENCH MARK DISK
 NJ0349_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0349_SP_SET: ROCK LEDGE
 NJ0349_STAMPING: H 177 1970
 NJ0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0349+STABILITY: POSITION/ELEVATION WELL
 NJ0349
 NJ0349  HISTORY     - Date     Condition        Report By
 NJ0349  HISTORY     - 1970     MONUMENTED       NGS
 NJ0349  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0349
 NJ0349                          STATION DESCRIPTION
 NJ0349
 NJ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0349'1 MI SE FROM SAGEVILLE.
 NJ0349'ABOUT 1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY
 NJ0349'3 FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE,
 NJ0349'127 YARDS SOUTHEAST OF THE SOUTHEAST END OF THE HIGHWAY OVERPASS
 NJ0349'FOR THE CHICAGO, GREAT WESTERN RAILROAD, 26.5 FEET SOUTHWEST OF THE
 NJ0349'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK LEDGE AT THE
 NJ0349'FOOT OF A 100-FOOT HIGH ROCK CLIFF, 154 FEET WEST-NORTHWEST AND
 NJ0349'ACROSS THE HIGHWAY FROM A POWER POLE WHICH IS BRACED BY TWO GUY
 NJ0349'WIRES, ABOUT 4 FEET ABOVE THE LEVEL OF THE DITCH, AND ABOUT 2 FEET
 NJ0349'ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 3, T89N, R2E
 NJ0349
 NJ0349                          STATION RECOVERY (2001)
 NJ0349
 NJ0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0349'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0422 ***********************************************************************
 NJ0422  DESIGNATION -  H 178
 NJ0422  PID         -  NJ0422
 NJ0422  STATE/COUNTY-  IA/DUBUQUE
 NJ0422  USGS QUAD   -  NEW VIENNA (1962)
 NJ0422
 NJ0422                         *CURRENT SURVEY CONTROL
 NJ0422  ___________________________________________________________________
 NJ0422* NAD 83(1986)-  42 35 49.     (N)    091 01 22.     (W)     SCALED    
 NJ0422* NAVD 88     -       345.595  (meters)    1133.84   (feet)  ADJUSTED  
 NJ0422  ___________________________________________________________________
 NJ0422  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 NJ0422  DYNAMIC HT  -         345.486 (meters)    1133.48  (feet)  COMP
 NJ0422  MODELED GRAV-     980,295.0   (mgal)                       NAVD 88
 NJ0422
 NJ0422  VERT ORDER  -  FIRST     CLASS I
 NJ0422
 NJ0422.The horizontal coordinates were scaled from a topographic map and have
 NJ0422.an estimated accuracy of +/- 6 seconds.
 NJ0422
 NJ0422.The orthometric height was determined by differential leveling
 NJ0422.and adjusted by the National Geodetic Survey in June 1991..
 NJ0422
 NJ0422.The geoid height was determined by GEOID03.
 NJ0422
 NJ0422.The dynamic height is computed by dividing the NAVD 88
 NJ0422.geopotential number by the normal gravity value computed on the
 NJ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0422.degrees latitude (g = 980.6199 gals.).
 NJ0422
 NJ0422.The modeled gravity was interpolated from observed gravity values.
 NJ0422
 NJ0422;                    North         East    Units  Estimated Accuracy
 NJ0422;SPC IA N     - 1,124,820.    1,703,270.      MT  (+/- 180 meters Scaled)
 NJ0422
 NJ0422                          SUPERSEDED SURVEY CONTROL
 NJ0422
 NJ0422  NGVD 29 (??/??/92)  345.631  (m)         1133.96   (f) ADJ UNCH    1 1
 NJ0422
 NJ0422.Superseded values are not recommended for survey control.
 NJ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0422.See file dsdata.txt to determine how the superseded data were derived.
 NJ0422
 NJ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH622179(NAD 83)
 NJ0422_MARKER: DB = BENCH MARK DISK
 NJ0422_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0422_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0422_STAMPING: H 178 1970
 NJ0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0422
 NJ0422  HISTORY     - Date     Condition        Report By
 NJ0422  HISTORY     - 1970     MONUMENTED       NGS
 NJ0422  HISTORY     - 20010331 GOOD             NGS
 NJ0422
 NJ0422                          STATION DESCRIPTION
 NJ0422
 NJ0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0422'3.2 MI E FROM LUXEMBURG.
 NJ0422'ABOUT 3.2 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY
 NJ0422'3 FROM THE HOLY TRINITY CHURCH AT LUXEMBURG, 96 YARDS SOUTHWEST
 NJ0422'AND ACROSS THE HIGHWAY FROM A BARN AND A SILO, 176 FEET SOUTH
 NJ0422'OF THE CENTER LINE OF THE HIGHWAY, 25 FEET WEST OF THE CENTER
 NJ0422'LINE OF A GRAVELED ROAD WHICH LEADS SOUTH, 142 FEET SOUTH OF A
 NJ0422'CORNER FENCE POST, 5.8 FEET NORTH-NORTHWEST OF A TELEPHONE POLE,
 NJ0422'0.7 FOOT EAST OF A FENCE, 0.9 FOOT SOUTHWEST OF A METAL WITNESS
 NJ0422'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE GRAVELED ROAD, AND
 NJ0422'BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 0.5 FOOT.
 NJ0422'SECTION 24, T 90N, R 2W
 NJ0422
 NJ0422                          STATION RECOVERY (2001)
 NJ0422
 NJ0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0422'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0380 ***********************************************************************
 NJ0380  DESIGNATION -  H 179
 NJ0380  PID         -  NJ0380
 NJ0380  STATE/COUNTY-  IA/CLAYTON
 NJ0380  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0380
 NJ0380                         *CURRENT SURVEY CONTROL
 NJ0380  ___________________________________________________________________
 NJ0380* NAD 83(1986)-  42 43 33.     (N)    091 03 29.     (W)     SCALED    
 NJ0380* NAVD 88     -       192.832  (meters)     632.65   (feet)  ADJUSTED  
 NJ0380  ___________________________________________________________________
 NJ0380  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 NJ0380  DYNAMIC HT  -         192.778 (meters)     632.47  (feet)  COMP
 NJ0380  MODELED GRAV-     980,340.7   (mgal)                       NAVD 88
 NJ0380
 NJ0380  VERT ORDER  -  FIRST     CLASS I
 NJ0380
 NJ0380.The horizontal coordinates were scaled from a topographic map and have
 NJ0380.an estimated accuracy of +/- 6 seconds.
 NJ0380
 NJ0380.The orthometric height was determined by differential leveling
 NJ0380.and adjusted by the National Geodetic Survey in June 1991..
 NJ0380
 NJ0380.The geoid height was determined by GEOID03.
 NJ0380
 NJ0380.The dynamic height is computed by dividing the NAVD 88
 NJ0380.geopotential number by the normal gravity value computed on the
 NJ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0380.degrees latitude (g = 980.6199 gals.).
 NJ0380
 NJ0380.The modeled gravity was interpolated from observed gravity values.
 NJ0380
 NJ0380;                    North         East    Units  Estimated Accuracy
 NJ0380;SPC IA N     - 1,139,050.    1,699,960.      MT  (+/- 180 meters Scaled)
 NJ0380
 NJ0380                          SUPERSEDED SURVEY CONTROL
 NJ0380
 NJ0380  NGVD 29 (??/??/92)  192.879  (m)          632.80   (f) ADJ UNCH    1 1
 NJ0380
 NJ0380.Superseded values are not recommended for survey control.
 NJ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0380.See file dsdata.txt to determine how the superseded data were derived.
 NJ0380
 NJ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH589321(NAD 83)
 NJ0380_MARKER: DB = BENCH MARK DISK
 NJ0380_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0380_SP_SET: ROCK OUTCROP
 NJ0380_STAMPING: H 179 1970
 NJ0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0380+STABILITY: POSITION/ELEVATION WELL
 NJ0380
 NJ0380  HISTORY     - Date     Condition        Report By
 NJ0380  HISTORY     - 1970     MONUMENTED       NGS
 NJ0380
 NJ0380                          STATION DESCRIPTION
 NJ0380
 NJ0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0380'4.6 MI SE FROM GUTTENBERG.
 NJ0380'ABOUT 4.55 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0380'AND PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, 16 FEET
 NJ0380'SOUTHWEST OF THE SOUTHWEST RAIL, SET VERTICALLY IN THE NORTHEAST
 NJ0380'FACE OF A LONG ROCK OUTCROP WHICH IS FORMED BY A CUT, 2.4 FEET
 NJ0380'BELOW THE TOP OF THE OUTCROP, 76 FEET NORTHWEST OF A TELEPHONE
 NJ0380'POLE, 51 1/2 FEET NORTHWEST OF A SIGN WITH THE WORDS STATION ONE
 NJ0380'MILE, ABOUT 5 FEET ABOVE THE BOTTOM OF A DITCH, AND ABOUT 3 FEET
 NJ0380'ABOVE THE LEVEL OF THE TRACK.  SECTION 3, T91N, R2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1384 ***********************************************************************
 MJ1384  DESIGNATION -  H 180
 MJ1384  PID         -  MJ1384
 MJ1384  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1384  USGS QUAD   -  LOVELAND (1994)
 MJ1384
 MJ1384                         *CURRENT SURVEY CONTROL
 MJ1384  ___________________________________________________________________
 MJ1384* NAD 83(1986)-  41 26 00.     (N)    095 53 30.     (W)     SCALED    
 MJ1384* NAVD 88     -       300.945  (meters)     987.35   (feet)  ADJUSTED  
 MJ1384  ___________________________________________________________________
 MJ1384  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 MJ1384  DYNAMIC HT  -         300.808 (meters)     986.90  (feet)  COMP
 MJ1384  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 MJ1384
 MJ1384  VERT ORDER  -  FIRST     CLASS II
 MJ1384
 MJ1384.The horizontal coordinates were scaled from a topographic map and have
 MJ1384.an estimated accuracy of +/- 6 seconds.
 MJ1384
 MJ1384.The orthometric height was determined by differential leveling
 MJ1384.and adjusted by the National Geodetic Survey in June 1991..
 MJ1384
 MJ1384.The geoid height was determined by GEOID03.
 MJ1384
 MJ1384.The dynamic height is computed by dividing the NAVD 88
 MJ1384.geopotential number by the normal gravity value computed on the
 MJ1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1384.degrees latitude (g = 980.6199 gals.).
 MJ1384
 MJ1384.The modeled gravity was interpolated from observed gravity values.
 MJ1384
 MJ1384;                    North         East    Units  Estimated Accuracy
 MJ1384;SPC IA S     -   161,920.      300,130.      MT  (+/- 180 meters Scaled)
 MJ1384
 MJ1384                          SUPERSEDED SURVEY CONTROL
 MJ1384
 MJ1384.No superseded survey control is available for this station.
 MJ1384
 MJ1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF583908(NAD 83)
 MJ1384_MARKER: I = METAL ROD
 MJ1384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1384_SP_SET: STAINLESS STEEL ROD
 MJ1384_STAMPING: H 180 1989
 MJ1384_MARK LOGO: NGS   
 MJ1384_PROJECTION: FLUSH
 MJ1384_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1384+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1384_ROD/PIPE-DEPTH: 24.4 meters
 MJ1384
 MJ1384  HISTORY     - Date     Condition        Report By
 MJ1384  HISTORY     - 1989     MONUMENTED       NGS
 MJ1384
 MJ1384                          STATION DESCRIPTION
 MJ1384
 MJ1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1384'7.0 KM (4.35 MI) SOUTHERLY ALONG STATE HIGHWAY 183 FROM ITS JUNCTION
 MJ1384'WITH INTERSTATE HIGHWAY 680 IN LOVELAND, THENCE 2.0 KM (1.25 MI)
 MJ1384'WESTERLY ALONG A GRAVELED ROAD, ON THE OUTSIDE OF A CURVE, 10.3 M
 MJ1384'(33.8 FT) EAST OF THE EXTENDED CENTER OF THE ROAD, 10.0 M (32.8 FT)
 MJ1384'NORTHWEST OF THE CENTER OF THE ROAD, 2.6 M (8.5 FT) NORTH OF THE
 MJ1384'EXTENDED CENTER OF A ROAD LEADING EAST, 1.5 M (4.9 FT) BELOW THE LEVEL
 MJ1384'OF THE ROAD, 1.4 M (4.6 FT) SOUTHWEST OF A UTILITY POLE, 0.4 M
 MJ1384'(1.3 FT) WEST-SOUTHWEST OF THE CENTER OF A UTILITY POLE STUB
 MJ1384'PROJECTING 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE, AND 0.3 M
 MJ1384'(1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 MJ1384'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1902 ***********************************************************************
 NM1902  DESIGNATION -  H 181
 NM1902  PID         -  NM1902
 NM1902  STATE/COUNTY-  IA/MONONA
 NM1902  USGS QUAD   -  ONAWA (1969)
 NM1902
 NM1902                         *CURRENT SURVEY CONTROL
 NM1902  ___________________________________________________________________
 NM1902* NAD 83(1986)-  42 02 01.     (N)    096 05 15.     (W)     SCALED    
 NM1902* NAVD 88     -       323.229  (meters)    1060.46   (feet)  ADJUSTED  
 NM1902  ___________________________________________________________________
 NM1902  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 NM1902  DYNAMIC HT  -         323.111 (meters)    1060.07  (feet)  COMP
 NM1902  MODELED GRAV-     980,250.3   (mgal)                       NAVD 88
 NM1902
 NM1902  VERT ORDER  -  FIRST     CLASS II
 NM1902
 NM1902.The horizontal coordinates were scaled from a topographic map and have
 NM1902.an estimated accuracy of +/- 6 seconds.
 NM1902
 NM1902.The orthometric height was determined by differential leveling
 NM1902.and adjusted by the National Geodetic Survey in June 1991..
 NM1902
 NM1902.The geoid height was determined by GEOID03.
 NM1902
 NM1902.The dynamic height is computed by dividing the NAVD 88
 NM1902.geopotential number by the normal gravity value computed on the
 NM1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1902.degrees latitude (g = 980.6199 gals.).
 NM1902
 NM1902.The modeled gravity was interpolated from observed gravity values.
 NM1902
 NM1902;                    North         East    Units  Estimated Accuracy
 NM1902;SPC IA N     - 1,062,550.    1,285,770.      MT  (+/- 180 meters Scaled)
 NM1902
 NM1902                          SUPERSEDED SURVEY CONTROL
 NM1902
 NM1902.No superseded survey control is available for this station.
 NM1902
 NM1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM410576(NAD 83)
 NM1902_MARKER: DV = VERTICAL CONTROL DISK
 NM1902_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NM1902_SP_SET: GRAIN ELEVATOR
 NM1902_STAMPING: H 181 1989
 NM1902_MARK LOGO: NGS   
 NM1902_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1902+STABILITY: POSITION/ELEVATION WELL
 NM1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1902+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NM1902
 NM1902  HISTORY     - Date     Condition        Report By
 NM1902  HISTORY     - 1989     MONUMENTED       NGS
 NM1902
 NM1902                          STATION DESCRIPTION
 NM1902
 NM1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1902'IN ONAWA, AT THE INTERSECTION OF EMERALD AND NINTH STREETS, AT THE
 NM1902'CARGILL INCORPORATED GRAIN ELEVATOR, SET VERTICALLY IN THE SOUTH FACE
 NM1902'OF THE CONCRETE WALL OF THE ELEVATOR, 60.6 M (198.8 FT) NORTH OF THE
 NM1902'CENTER OF EMERALD STREET, 3.4 M (11.2 FT) EAST OF THE EXTENDED CENTER
 NM1902'OF NINETH STREET, 3.1 M (10.2 FT) EAST OF THE CENTER OF THE TRUCK
 NM1902'ENTRANCE INTO THE ELEVATOR, AND 1.1 M (3.6 FT) ABOVE THE GROUND
 NM1902'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1436 ***********************************************************************
 LF1436  DESIGNATION -  H 182
 LF1436  PID         -  LF1436
 LF1436  STATE/COUNTY-  IA/FREMONT
 LF1436  USGS QUAD   -  MC PAUL (1984)
 LF1436
 LF1436                         *CURRENT SURVEY CONTROL
 LF1436  ___________________________________________________________________
 LF1436* NAD 83(1986)-  40 52 00.     (N)    095 47 39.     (W)     SCALED    
 LF1436* NAVD 88     -       286.726  (meters)     940.70   (feet)  ADJUSTED  
 LF1436  ___________________________________________________________________
 LF1436  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 LF1436  DYNAMIC HT  -         286.592 (meters)     940.26  (feet)  COMP
 LF1436  MODELED GRAV-     980,151.4   (mgal)                       NAVD 88
 LF1436
 LF1436  VERT ORDER  -  FIRST     CLASS II
 LF1436
 LF1436.The horizontal coordinates were scaled from a topographic map and have
 LF1436.an estimated accuracy of +/- 6 seconds.
 LF1436
 LF1436.The orthometric height was determined by differential leveling
 LF1436.and adjusted by the National Geodetic Survey in June 1991..
 LF1436
 LF1436.The geoid height was determined by GEOID03.
 LF1436
 LF1436.The dynamic height is computed by dividing the NAVD 88
 LF1436.geopotential number by the normal gravity value computed on the
 LF1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1436.degrees latitude (g = 980.6199 gals.).
 LF1436
 LF1436.The modeled gravity was interpolated from observed gravity values.
 LF1436
 LF1436;                    North         East    Units  Estimated Accuracy
 LF1436;SPC IA S     -    98,790.      306,620.      MT  (+/- 180 meters Scaled)
 LF1436
 LF1436                          SUPERSEDED SURVEY CONTROL
 LF1436
 LF1436.No superseded survey control is available for this station.
 LF1436
 LF1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF645277(NAD 83)
 LF1436_MARKER: I = METAL ROD
 LF1436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1436_SP_SET: STAINLESS STEEL ROD
 LF1436_STAMPING: H 182 1989
 LF1436_MARK LOGO: NGS   
 LF1436_PROJECTION: FLUSH
 LF1436_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1436+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1436_ROD/PIPE-DEPTH: 18.0 meters
 LF1436
 LF1436  HISTORY     - Date     Condition        Report By
 LF1436  HISTORY     - 1989     MONUMENTED       NGS
 LF1436
 LF1436                          STATION DESCRIPTION
 LF1436
 LF1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1436'5.0 KM (3.10 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 LF1436'THE JUNCTION OF STATE HIGHWAY 145 IN MCPAUL, 14.6 M (47.9 FT) WEST OF
 LF1436'THE NEAR RAIL, 10.0 M (32.8 FT) EAST OF THE CENTER OF A PAVED ROAD,
 LF1436'2.2 M (7.2 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) NORTH
 LF1436'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LF1436'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1935 ***********************************************************************
 NM1935  DESIGNATION -  H 183
 NM1935  PID         -  NM1935
 NM1935  STATE/COUNTY-  IA/WOODBURY
 NM1935  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1935
 NM1935                         *CURRENT SURVEY CONTROL
 NM1935  ___________________________________________________________________
 NM1935* NAD 83(1986)-  42 29 38.     (N)    096 27 25.     (W)     SCALED    
 NM1935* NAVD 88     -       336.819  (meters)    1105.05   (feet)  ADJUSTED  
 NM1935  ___________________________________________________________________
 NM1935  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 NM1935  DYNAMIC HT  -         336.712 (meters)    1104.70  (feet)  COMP
 NM1935  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 NM1935
 NM1935  VERT ORDER  -  FIRST     CLASS II
 NM1935
 NM1935.The horizontal coordinates were scaled from a topographic map and have
 NM1935.an estimated accuracy of +/- 6 seconds.
 NM1935
 NM1935.The orthometric height was determined by differential leveling
 NM1935.and adjusted by the National Geodetic Survey in June 1991..
 NM1935
 NM1935.The geoid height was determined by GEOID03.
 NM1935
 NM1935.The dynamic height is computed by dividing the NAVD 88
 NM1935.geopotential number by the normal gravity value computed on the
 NM1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1935.degrees latitude (g = 980.6199 gals.).
 NM1935
 NM1935.The modeled gravity was interpolated from observed gravity values.
 NM1935
 NM1935;                    North         East    Units  Estimated Accuracy
 NM1935;SPC IA N     - 1,114,650.    1,256,980.      MT  (+/- 180 meters Scaled)
 NM1935
 NM1935                          SUPERSEDED SURVEY CONTROL
 NM1935
 NM1935.No superseded survey control is available for this station.
 NM1935
 NM1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN089077(NAD 83)
 NM1935_MARKER: I = METAL ROD
 NM1935_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NM1935_SP_SET: STAINLESS STEEL ROD
 NM1935_STAMPING: H 183 1990
 NM1935_MARK LOGO: NGS   
 NM1935_PROJECTION: FLUSH
 NM1935_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1935+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NM1935_ROD/PIPE-DEPTH: 12.2 meters
 NM1935
 NM1935  HISTORY     - Date     Condition        Report By
 NM1935  HISTORY     - 1990     MONUMENTED       NGS
 NM1935
 NM1935                          STATION DESCRIPTION
 NM1935
 NM1935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1935'4.3 KM (2.7 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 NM1935'ITS JUNCTION WITH PEARL STREET IN SIOUX CITY, 32.4 M (106.3 FT) NORTH
 NM1935'OF THE CENTERLINE OF THE NORTHBOUND LANES OF INTERSTATE HIGHWAY 29,
 NM1935'22.1 M (72.5 FT) SOUTH OF THE NEAR RAIL, 13.1 M (43.0 FT) EAST OF THE
 NM1935'WEST END OF A FENCE, 2.3 M (7.5 FT) BELOW THE LEVEL OF THE TRACKS,
 NM1935'1.8 M (5.9 FT) WEST OF A UTILITY POLE, AND 0.4 M (1.3 FT) NORTH OF A
 NM1935'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NM1935'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0148 ***********************************************************************
 OP0148  DESIGNATION -  H 19
 OP0148  PID         -  OP0148
 OP0148  STATE/COUNTY-  IA/PALO ALTO
 OP0148  USGS QUAD   -  GRAETTINGER EAST (1980)
 OP0148
 OP0148                         *CURRENT SURVEY CONTROL
 OP0148  ___________________________________________________________________
 OP0148* NAD 83(1986)-  43 13 24.     (N)    094 43 43.     (W)     SCALED    
 OP0148* NAVD 88     -       376.290  (meters)    1234.54   (feet)  ADJUSTED  
 OP0148  ___________________________________________________________________
 OP0148  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 OP0148  DYNAMIC HT  -         376.181 (meters)    1234.19  (feet)  COMP
 OP0148  MODELED GRAV-     980,319.2   (mgal)                       NAVD 88
 OP0148
 OP0148  VERT ORDER  -  SECOND    CLASS 0
 OP0148
 OP0148.The horizontal coordinates were scaled from a topographic map and have
 OP0148.an estimated accuracy of +/- 6 seconds.
 OP0148
 OP0148.The orthometric height was determined by differential leveling
 OP0148.and adjusted by the National Geodetic Survey in June 1991..
 OP0148
 OP0148.The geoid height was determined by GEOID03.
 OP0148
 OP0148.The dynamic height is computed by dividing the NAVD 88
 OP0148.geopotential number by the normal gravity value computed on the
 OP0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0148.degrees latitude (g = 980.6199 gals.).
 OP0148
 OP0148.The modeled gravity was interpolated from observed gravity values.
 OP0148
 OP0148;                    North         East    Units  Estimated Accuracy
 OP0148;SPC IA N     - 1,192,150.    1,400,190.      MT  (+/- 180 meters Scaled)
 OP0148
 OP0148                          SUPERSEDED SURVEY CONTROL
 OP0148
 OP0148  NGVD 29 (??/??/92)  376.189  (m)         1234.21   (f) ADJ UNCH    2 0
 OP0148
 OP0148.Superseded values are not recommended for survey control.
 OP0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0148.See file dsdata.txt to determine how the superseded data were derived.
 OP0148
 OP0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH596870(NAD 83)
 OP0148_MARKER: DB = BENCH MARK DISK
 OP0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0148_STAMPING: H 19 1934
 OP0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0148+STABILITY: SURFACE MOTION
 OP0148
 OP0148  HISTORY     - Date     Condition        Report By
 OP0148  HISTORY     - 1934     MONUMENTED       CGS
 OP0148  HISTORY     - 1970     POOR             USGS
 OP0148
 OP0148                          STATION DESCRIPTION
 OP0148
 OP0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0148'2.4 MI NW FROM OSGOOD.
 OP0148'2.4 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 OP0148'FROM THE STATION AT OSGOOD, PALO ALTO COUNTY, 1.7 MILES SOUTHEAST FROM
 OP0148'THE STATION AT GRAETTINGER, 330 FEET SOUTHEAST OF MILEPOST 193, 51
 OP0148'FEET WEST OF THE CENTERLINE OF A SECTION ROAD, 47.7 FEET NORTHEAST OF
 OP0148'THE NORTHEAST RAIL OF THE MAIN TRACK, 14.8 FEET NORTHWEST OF A FENCE
 OP0148'CORNER, AND 1.5 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE. A STANDARD
 OP0148'DISK, STAMPED H 19 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0148'PROJECTING ABOUT 4 INCHES ABOVE GROUND.  NOTE-- CORNERS BEEN HIT BY
 OP0148'MOWER, BUT POST SOLID.
 OP0148
 OP0148                          STATION RECOVERY (1970)
 OP0148
 OP0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OP0148'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0020 ***********************************************************************
 NL0020  DESIGNATION -  H 2
 NL0020  PID         -  NL0020
 NL0020  STATE/COUNTY-  IA/HUMBOLDT
 NL0020  USGS QUAD   -  HUMBOLDT (1979)
 NL0020
 NL0020                         *CURRENT SURVEY CONTROL
 NL0020  ___________________________________________________________________
 NL0020* NAD 83(1986)-  42 43 14.     (N)    094 12 24.     (W)     SCALED    
 NL0020* NAVD 88     -       331.004  (meters)    1085.97   (feet)  ADJUSTED  
 NL0020  ___________________________________________________________________
 NL0020  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 NL0020  DYNAMIC HT  -         330.890 (meters)    1085.59  (feet)  COMP
 NL0020  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 NL0020
 NL0020  VERT ORDER  -  SECOND    CLASS 0
 NL0020
 NL0020.The horizontal coordinates were scaled from a topographic map and have
 NL0020.an estimated accuracy of +/- 6 seconds.
 NL0020
 NL0020.The orthometric height was determined by differential leveling
 NL0020.and adjusted by the National Geodetic Survey in June 1991..
 NL0020
 NL0020.The geoid height was determined by GEOID03.
 NL0020
 NL0020.The dynamic height is computed by dividing the NAVD 88
 NL0020.geopotential number by the normal gravity value computed on the
 NL0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0020.degrees latitude (g = 980.6199 gals.).
 NL0020
 NL0020.The modeled gravity was interpolated from observed gravity values.
 NL0020
 NL0020;                    North         East    Units  Estimated Accuracy
 NL0020;SPC IA N     - 1,135,820.    1,442,120.      MT  (+/- 180 meters Scaled)
 NL0020
 NL0020                          SUPERSEDED SURVEY CONTROL
 NL0020
 NL0020  NGVD 29 (??/??/92)  330.947  (m)         1085.78   (f) ADJ UNCH    2 0
 NL0020
 NL0020.Superseded values are not recommended for survey control.
 NL0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0020.See file dsdata.txt to determine how the superseded data were derived.
 NL0020
 NL0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH012304(NAD 83)
 NL0020_MARKER: DB = BENCH MARK DISK
 NL0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0020_SP_SET: SILL OF DOOR
 NL0020_STAMPING: 1085.782 H 2 1930
 NL0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0020
 NL0020  HISTORY     - Date     Condition        Report By
 NL0020  HISTORY     - 1930     MONUMENTED       CGS
 NL0020  HISTORY     - 1934     GOOD             NGS
 NL0020
 NL0020                          STATION DESCRIPTION
 NL0020
 NL0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0020'AT HUMBOLDT.
 NL0020'AT HUMBOLDT, HUMBOLDT COUNTY, AT THE MINNEAPOLIS AND ST. LOUIS
 NL0020'RAILROAD STATION, AND IN THE SILL OF THE DOOR TO THE EXPRESS ROOM.
 NL0020'A STANDARD DISK, STAMPED 1085.782 H 2 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0518 ***********************************************************************
 OP0518  DESIGNATION -  H 20
 OP0518  PID         -  OP0518
 OP0518  STATE/COUNTY-  IA/DICKINSON
 OP0518  USGS QUAD   -  LAKE PARK (1970)
 OP0518
 OP0518                         *CURRENT SURVEY CONTROL
 OP0518  ___________________________________________________________________
 OP0518* NAD 83(1986)-  43 26 50.     (N)    095 16 08.     (W)     SCALED    
 OP0518* NAVD 88     -       437.742  (meters)    1436.16   (feet)  ADJUSTED  
 OP0518  ___________________________________________________________________
 OP0518  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 OP0518  DYNAMIC HT  -         437.626 (meters)    1435.78  (feet)  COMP
 OP0518  MODELED GRAV-     980,340.7   (mgal)                       NAVD 88
 OP0518
 OP0518  VERT ORDER  -  SECOND    CLASS 0
 OP0518
 OP0518.The horizontal coordinates were scaled from a topographic map and have
 OP0518.an estimated accuracy of +/- 6 seconds.
 OP0518
 OP0518.The orthometric height was determined by differential leveling
 OP0518.and adjusted by the National Geodetic Survey in June 1991..
 OP0518
 OP0518.The geoid height was determined by GEOID03.
 OP0518
 OP0518.The dynamic height is computed by dividing the NAVD 88
 OP0518.geopotential number by the normal gravity value computed on the
 OP0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0518.degrees latitude (g = 980.6199 gals.).
 OP0518
 OP0518.The modeled gravity was interpolated from observed gravity values.
 OP0518
 OP0518;                    North         East    Units  Estimated Accuracy
 OP0518;SPC IA N     - 1,217,800.    1,356,820.      MT  (+/- 180 meters Scaled)
 OP0518
 OP0518                          SUPERSEDED SURVEY CONTROL
 OP0518
 OP0518  NGVD 29 (??/??/92)  437.581  (m)         1435.63   (f) ADJ UNCH    2 0
 OP0518
 OP0518.Superseded values are not recommended for survey control.
 OP0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0518.See file dsdata.txt to determine how the superseded data were derived.
 OP0518
 OP0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ164129(NAD 83)
 OP0518_MARKER: DB = BENCH MARK DISK
 OP0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0518_STAMPING: H 20 1934
 OP0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0518+STABILITY: SURFACE MOTION
 OP0518
 OP0518  HISTORY     - Date     Condition        Report By
 OP0518  HISTORY     - 1934     MONUMENTED       CGS
 OP0518
 OP0518                          STATION DESCRIPTION
 OP0518
 OP0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0518'2.8 MI SE FROM LAKE PARK.
 OP0518'2.8 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 OP0518'FROM THE STATION AT LAKE PARK, DICKINSON COUNTY, 2-1/4 POLES EAST OF
 OP0518'MILEPOST 232, 70 YARDS EAST OF THE EAST END OF CONCRETE AND STEEL
 OP0518'TRESTLE 2320, 64 FEET SOUTHEAST OF THE CENTER OF A SECTION-ROAD
 OP0518'CROSSING, 53 FEET EAST OF THE CENTERLINE OF THE SECTION ROAD, 45.2
 OP0518'FEET SOUTH OF THE SOUTH RAIL, 26 FEET EAST OF A CORNER OF A WIRE
 OP0518'FENCE, AND 1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OP0518'STAMPED H 20 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 OP0518'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0172 ***********************************************************************
 OP0172  DESIGNATION -  H 21
 OP0172  PID         -  OP0172
 OP0172  STATE/COUNTY-  IA/EMMET
 OP0172  USGS QUAD   -  WALLINGFORD (1972)
 OP0172
 OP0172                         *CURRENT SURVEY CONTROL
 OP0172  ___________________________________________________________________
 OP0172* NAD 83(1986)-  43 20 36.     (N)    094 50 08.     (W)     SCALED    
 OP0172* NAVD 88     -       418.834  (meters)    1374.12   (feet)  ADJUSTED  
 OP0172  ___________________________________________________________________
 OP0172  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 OP0172  DYNAMIC HT  -         418.714 (meters)    1373.73  (feet)  COMP
 OP0172  MODELED GRAV-     980,321.2   (mgal)                       NAVD 88
 OP0172
 OP0172  VERT ORDER  -  SECOND    CLASS 0
 OP0172
 OP0172.The horizontal coordinates were scaled from a topographic map and have
 OP0172.an estimated accuracy of +/- 6 seconds.
 OP0172
 OP0172.The orthometric height was determined by differential leveling
 OP0172.and adjusted by the National Geodetic Survey in June 1991..
 OP0172
 OP0172.The geoid height was determined by GEOID03.
 OP0172
 OP0172.The dynamic height is computed by dividing the NAVD 88
 OP0172.geopotential number by the normal gravity value computed on the
 OP0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0172.degrees latitude (g = 980.6199 gals.).
 OP0172
 OP0172.The modeled gravity was interpolated from observed gravity values.
 OP0172
 OP0172;                    North         East    Units  Estimated Accuracy
 OP0172;SPC IA N     - 1,205,620.    1,391,710.      MT  (+/- 180 meters Scaled)
 OP0172
 OP0172                          SUPERSEDED SURVEY CONTROL
 OP0172
 OP0172  NGVD 29 (??/??/92)  418.708  (m)         1373.71   (f) ADJ UNCH    2 0
 OP0172
 OP0172.Superseded values are not recommended for survey control.
 OP0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0172.See file dsdata.txt to determine how the superseded data were derived.
 OP0172
 OP0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ512005(NAD 83)
 OP0172_MARKER: DB = BENCH MARK DISK
 OP0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0172_STAMPING: H 21 1934
 OP0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0172+STABILITY: SURFACE MOTION
 OP0172
 OP0172  HISTORY     - Date     Condition        Report By
 OP0172  HISTORY     - 1934     MONUMENTED       CGS
 OP0172
 OP0172                          STATION DESCRIPTION
 OP0172
 OP0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0172'5.3 MI SW FROM ESTHERVILLE.
 OP0172'5.3 MILES SOUTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 OP0172'ESTHERVILLE, EMMET COUNTY, 0.3 MILE SOUTHWEST OF MILEPOST 173, 130
 OP0172'YARDS NORTHEAST OF A WOODEN TRESTLE FORMING UNDERPASS FOR A COUNTY
 OP0172'ROAD, 44 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AND
 OP0172'1.5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OP0172'STAMPED H 21 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OP0172'ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0232 ***********************************************************************
 NL0232  DESIGNATION -  H 22
 NL0232  PID         -  NL0232
 NL0232  STATE/COUNTY-  IA/BUENA VISTA
 NL0232  USGS QUAD   -  ALBERT CITY (1971)
 NL0232
 NL0232                         *CURRENT SURVEY CONTROL
 NL0232  ___________________________________________________________________
 NL0232* NAD 83(1986)-  42 52 03.     (N)    094 58 46.     (W)     SCALED    
 NL0232* NAVD 88     -       422.571  (meters)    1386.38   (feet)  ADJUSTED  
 NL0232  ___________________________________________________________________
 NL0232  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 NL0232  DYNAMIC HT  -         422.432 (meters)    1385.93  (feet)  COMP
 NL0232  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 NL0232
 NL0232  VERT ORDER  -  SECOND    CLASS 0
 NL0232
 NL0232.The horizontal coordinates were scaled from a topographic map and have
 NL0232.an estimated accuracy of +/- 6 seconds.
 NL0232
 NL0232.The orthometric height was determined by differential leveling
 NL0232.and adjusted by the National Geodetic Survey in June 1991..
 NL0232
 NL0232.The geoid height was determined by GEOID03.
 NL0232
 NL0232.The dynamic height is computed by dividing the NAVD 88
 NL0232.geopotential number by the normal gravity value computed on the
 NL0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0232.degrees latitude (g = 980.6199 gals.).
 NL0232
 NL0232.The modeled gravity was interpolated from observed gravity values.
 NL0232
 NL0232;                    North         East    Units  Estimated Accuracy
 NL0232;SPC IA N     - 1,152,960.    1,379,120.      MT  (+/- 180 meters Scaled)
 NL0232
 NL0232                          SUPERSEDED SURVEY CONTROL
 NL0232
 NL0232  NGVD 29 (??/??/92)  422.463  (m)         1386.03   (f) ADJ UNCH    2 0
 NL0232
 NL0232.Superseded values are not recommended for survey control.
 NL0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0232.See file dsdata.txt to determine how the superseded data were derived.
 NL0232
 NL0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH383480(NAD 83)
 NL0232_MARKER: DB = BENCH MARK DISK
 NL0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0232_STAMPING: H 22 1934
 NL0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0232+STABILITY: SURFACE MOTION
 NL0232
 NL0232  HISTORY     - Date     Condition        Report By
 NL0232  HISTORY     - 1934     MONUMENTED       CGS
 NL0232  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NL0232
 NL0232                          STATION DESCRIPTION
 NL0232
 NL0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0232'0.3 MI N FROM MARATHON.
 NL0232'0.3 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0232'PACIFIC RAILROAD FROM THE STATION AT MARATHON, BUENA VISTA
 NL0232'COUNTY, 120 YARDS NORTH OF MILEPOST 135, 232 YARDS NORTH OF A
 NL0232'COUNTY-ROAD CROSSING, 45.6 FEET EAST OF THE EAST RAIL, AND
 NL0232'1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 NL0232'H 22 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NL0232'4 INCHES ABOVE GROUND.
 NL0232
 NL0232                          STATION RECOVERY (1982)
 NL0232
 NL0232'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NL0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0944 ***********************************************************************
 NL0944  DESIGNATION -  H 22 RESET
 NL0944  PID         -  NL0944
 NL0944  STATE/COUNTY-  IA/BUENA VISTA
 NL0944  USGS QUAD   -  ALBERT CITY (1971)
 NL0944
 NL0944                         *CURRENT SURVEY CONTROL
 NL0944  ___________________________________________________________________
 NL0944* NAD 83(1986)-  42 52 03.     (N)    094 58 46.     (W)     SCALED    
 NL0944* NAVD 88     -       421.53   (meters)    1383.0    (feet)  RESET     
 NL0944  ___________________________________________________________________
 NL0944  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 NL0944
 NL0944  VERT ORDER  -  THIRD
 NL0944
 NL0944.The horizontal coordinates were scaled from a topographic map and have
 NL0944.an estimated accuracy of +/- 6 seconds.
 NL0944
 NL0944.The orthometric height was computed from unverified reset data.
 NL0944
 NL0944.The geoid height was determined by GEOID03.
 NL0944
 NL0944;                    North         East    Units  Estimated Accuracy
 NL0944;SPC IA N     - 1,152,960.    1,379,120.      MT  (+/- 180 meters Scaled)
 NL0944
 NL0944                          SUPERSEDED SURVEY CONTROL
 NL0944
 NL0944  NGVD 29 (05/12/04)  421.42   (m)         1382.6    (f) RESET       3  
 NL0944
 NL0944.Superseded values are not recommended for survey control.
 NL0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0944.See file dsdata.txt to determine how the superseded data were derived.
 NL0944
 NL0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH383480(NAD 83)
 NL0944_MARKER: DB = BENCH MARK DISK
 NL0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0944_SP_SET: CONCRETE POST
 NL0944_STAMPING: H 22 RESET 1982
 NL0944_MARK LOGO: NGS   
 NL0944_PROJECTION: PROJECTING 15 CENTIMETERS
 NL0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0944+STABILITY: SURFACE MOTION
 NL0944
 NL0944  HISTORY     - Date     Condition        Report By
 NL0944  HISTORY     - 1982     MONUMENTED       NGS
 NL0944
 NL0944                          STATION DESCRIPTION
 NL0944
 NL0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NL0944'0.8 KM (0.50 MI) NORTH FROM MARATHON.
 NL0944'0.48 KM (0.30 MI) NORTH ALONG AGORA STREET FROM THE POST OFFICE AT
 NL0944'MARATHON, THENCE 0.32 KM (0.20 MI) RIGHT AND EAST ALONG A GRAVELED
 NL0944'ROAD TO THE MARK ON THE RIGHT, 10.0 M (32.8 FT) SOUTH FROM THE
 NL0944'CENTERLINE OF THE ROAD, 0.76 M (2.5 FT) SOUTHEAST FROM A POWERLINE
 NL0944'POLE.
 NL0944'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 NL0944'THE MARK IS 1.5 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0056 ***********************************************************************
 NM0056  DESIGNATION -  H 25
 NM0056  PID         -  NM0056
 NM0056  STATE/COUNTY-  IA/PLYMOUTH
 NM0056  USGS QUAD   -  OYENS (1985)
 NM0056
 NM0056                         *CURRENT SURVEY CONTROL
 NM0056  ___________________________________________________________________
 NM0056* NAD 83(1986)-  42 49 13.     (N)    096 04 32.     (W)     SCALED    
 NM0056* NAVD 88     -       384.188  (meters)    1260.46   (feet)  ADJUSTED  
 NM0056  ___________________________________________________________________
 NM0056  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 NM0056  DYNAMIC HT  -         384.076 (meters)    1260.09  (feet)  COMP
 NM0056  MODELED GRAV-     980,317.3   (mgal)                       NAVD 88
 NM0056
 NM0056  VERT ORDER  -  SECOND    CLASS 0
 NM0056
 NM0056.The horizontal coordinates were scaled from a topographic map and have
 NM0056.an estimated accuracy of +/- 6 seconds.
 NM0056
 NM0056.The orthometric height was determined by differential leveling
 NM0056.and adjusted by the National Geodetic Survey in June 1991..
 NM0056
 NM0056.The geoid height was determined by GEOID03.
 NM0056
 NM0056.The dynamic height is computed by dividing the NAVD 88
 NM0056.geopotential number by the normal gravity value computed on the
 NM0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0056.degrees latitude (g = 980.6199 gals.).
 NM0056
 NM0056.The modeled gravity was interpolated from observed gravity values.
 NM0056
 NM0056;                    North         East    Units  Estimated Accuracy
 NM0056;SPC IA N     - 1,149,860.    1,289,420.      MT  (+/- 180 meters Scaled)
 NM0056
 NM0056                          SUPERSEDED SURVEY CONTROL
 NM0056
 NM0056  NGVD 29 (??/??/92)  384.00   (m)         1259.8    (f) COMPUTED    2 0
 NM0056
 NM0056.Superseded values are not recommended for survey control.
 NM0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0056.See file dsdata.txt to determine how the superseded data were derived.
 NM0056
 NM0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN390450(NAD 83)
 NM0056_MARKER: DB = BENCH MARK DISK
 NM0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0056_STAMPING: H 25 1934
 NM0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0056+STABILITY: SURFACE MOTION
 NM0056
 NM0056  HISTORY     - Date     Condition        Report By
 NM0056  HISTORY     - 1934     MONUMENTED       CGS
 NM0056
 NM0056                          STATION DESCRIPTION
 NM0056
 NM0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0056'5.1 MI E FROM LE MARS.
 NM0056'5.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NM0056'STATION AT LE MARS, 2 MILES WEST OF OYENS, 61 FEET WEST OF TRESTLE
 NM0056'479.8 AT A ROAD CROSSING, 50 FEET WEST OF THE CENTERLINE OF THE
 NM0056'ROAD, 22 FEET SOUTH OF THE SOUTH RAIL, AND 31 FEET NORTHWEST OF
 NM0056'A CORNER FENCE POST.  A STANDARD DISK, STAMPED H 25 1934 AND
 NM0056'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 NM0056'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0223 ***********************************************************************
 NL0223  DESIGNATION -  H 27
 NL0223  PID         -  NL0223
 NL0223  STATE/COUNTY-  IA/POCAHONTAS
 NL0223  USGS QUAD   -  ROLFE (1980)
 NL0223
 NL0223                         *CURRENT SURVEY CONTROL
 NL0223  ___________________________________________________________________
 NL0223* NAD 83(1986)-  42 49 00.     (N)    094 34 47.     (W)     SCALED    
 NL0223* NAVD 88     -       362.140  (meters)    1188.12   (feet)  ADJUSTED  
 NL0223  ___________________________________________________________________
 NL0223  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 NL0223  DYNAMIC HT  -         362.027 (meters)    1187.75  (feet)  COMP
 NL0223  MODELED GRAV-     980,300.4   (mgal)                       NAVD 88
 NL0223
 NL0223  VERT ORDER  -  SECOND    CLASS 0
 NL0223
 NL0223.The horizontal coordinates were scaled from a topographic map and have
 NL0223.an estimated accuracy of +/- 6 seconds.
 NL0223
 NL0223.The orthometric height was determined by differential leveling
 NL0223.and adjusted by the National Geodetic Survey in June 1991..
 NL0223
 NL0223.The geoid height was determined by GEOID03.
 NL0223
 NL0223.The dynamic height is computed by dividing the NAVD 88
 NL0223.geopotential number by the normal gravity value computed on the
 NL0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0223.degrees latitude (g = 980.6199 gals.).
 NL0223
 NL0223.The modeled gravity was interpolated from observed gravity values.
 NL0223
 NL0223;                    North         East    Units  Estimated Accuracy
 NL0223;SPC IA N     - 1,146,820.    1,411,700.      MT  (+/- 180 meters Scaled)
 NL0223
 NL0223                          SUPERSEDED SURVEY CONTROL
 NL0223
 NL0223  NGVD 29 (??/??/92)  362.069  (m)         1187.89   (f) ADJ UNCH    2 0
 NL0223
 NL0223.Superseded values are not recommended for survey control.
 NL0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0223.See file dsdata.txt to determine how the superseded data were derived.
 NL0223
 NL0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH708416(NAD 83)
 NL0223_MARKER: DB = BENCH MARK DISK
 NL0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0223_STAMPING: H 27 1934
 NL0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0223+STABILITY: SURFACE MOTION
 NL0223
 NL0223  HISTORY     - Date     Condition        Report By
 NL0223  HISTORY     - 1934     MONUMENTED       CGS
 NL0223
 NL0223                          STATION DESCRIPTION
 NL0223
 NL0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0223'2.7 MI W FROM ROLFE.
 NL0223'2.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0223'FROM THE STATION AT ROLFE, 50 FEET SOUTHWEST OF THE SOUTH END OF
 NL0223'CULVERT 2592, 67.0 FEET SOUTHEAST OF A SECTION-ROAD CROSSING,
 NL0223'45.1 FEET SOUTH OF THE SOUTH RAIL, 9.5 FEET EAST OF A RIGHT-OF-WAY
 NL0223'FENCE CORNER, AND 2.4 FEET NORTH OF THE FENCE.  A STANDARD
 NL0223'DISK, STAMPED H 27 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0223'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0456 ***********************************************************************
 NK0456  DESIGNATION -  H 28
 NK0456  PID         -  NK0456
 NK0456  STATE/COUNTY-  IA/WRIGHT
 NK0456  USGS QUAD   -  HOLMES (1978)
 NK0456
 NK0456                         *CURRENT SURVEY CONTROL
 NK0456  ___________________________________________________________________
 NK0456* NAD 83(1986)-  42 41 29.     (N)    093 51 06.     (W)     SCALED    
 NK0456* NAVD 88     -       344.388  (meters)    1129.88   (feet)  ADJUSTED  
 NK0456  ___________________________________________________________________
 NK0456  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 NK0456  DYNAMIC HT  -         344.299 (meters)    1129.59  (feet)  COMP
 NK0456  MODELED GRAV-     980,352.0   (mgal)                       NAVD 88
 NK0456
 NK0456  VERT ORDER  -  SECOND    CLASS 0
 NK0456
 NK0456.The horizontal coordinates were scaled from a topographic map and have
 NK0456.an estimated accuracy of +/- 6 seconds.
 NK0456
 NK0456.The orthometric height was determined by differential leveling
 NK0456.and adjusted by the National Geodetic Survey in June 1991..
 NK0456
 NK0456.The geoid height was determined by GEOID03.
 NK0456
 NK0456.The dynamic height is computed by dividing the NAVD 88
 NK0456.geopotential number by the normal gravity value computed on the
 NK0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0456.degrees latitude (g = 980.6199 gals.).
 NK0456
 NK0456.The modeled gravity was interpolated from observed gravity values.
 NK0456
 NK0456;                    North         East    Units  Estimated Accuracy
 NK0456;SPC IA N     - 1,132,400.    1,471,180.      MT  (+/- 180 meters Scaled)
 NK0456
 NK0456                          SUPERSEDED SURVEY CONTROL
 NK0456
 NK0456  NGVD 29 (??/??/92)  344.371  (m)         1129.82   (f) ADJ UNCH    2 0
 NK0456
 NK0456.Superseded values are not recommended for survey control.
 NK0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0456.See file dsdata.txt to determine how the superseded data were derived.
 NK0456
 NK0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH302268(NAD 83)
 NK0456_MARKER: DB = BENCH MARK DISK
 NK0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0456_STAMPING: H 28 1934
 NK0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0456+STABILITY: SURFACE MOTION
 NK0456
 NK0456  HISTORY     - Date     Condition        Report By
 NK0456  HISTORY     - 1934     MONUMENTED       CGS
 NK0456
 NK0456                          STATION DESCRIPTION
 NK0456
 NK0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0456'3 MI NE FROM EAGLE GROVE.
 NK0456'3.0 MILES NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NK0456'FROM THE STATION AT EAGLE GROVE, WRIGHT COUNTY, 0.2 MILE
 NK0456'SOUTHWEST OF MILEPOST 351, 120 YARDS NORTHEAST OF A SECTION
 NK0456'ROAD CROSSING, 45.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 NK0456'1.7 FEET NORTHWEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK,
 NK0456'STAMPED H 28 1934 AND SET IN THE TOP OF A CONCRETE PROJECTING
 NK0456'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0193 ***********************************************************************
 NK0193  DESIGNATION -  H 29
 NK0193  PID         -  NK0193
 NK0193  STATE/COUNTY-  IA/FRANKLIN
 NK0193  USGS QUAD   -  HANSELL (1972)
 NK0193
 NK0193                         *CURRENT SURVEY CONTROL
 NK0193  ___________________________________________________________________
 NK0193* NAD 83(1986)-  42 45 21.     (N)    093 03 54.     (W)     SCALED    
 NK0193* NAVD 88     -       306.893  (meters)    1006.86   (feet)  ADJUSTED  
 NK0193  ___________________________________________________________________
 NK0193  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 NK0193  DYNAMIC HT  -         306.786 (meters)    1006.51  (feet)  COMP
 NK0193  MODELED GRAV-     980,264.4   (mgal)                       NAVD 88
 NK0193
 NK0193  VERT ORDER  -  SECOND    CLASS 0
 NK0193
 NK0193.The horizontal coordinates were scaled from a topographic map and have
 NK0193.an estimated accuracy of +/- 6 seconds.
 NK0193
 NK0193.The orthometric height was determined by differential leveling
 NK0193.and adjusted by the National Geodetic Survey in June 1991..
 NK0193
 NK0193.The geoid height was determined by GEOID03.
 NK0193
 NK0193.The dynamic height is computed by dividing the NAVD 88
 NK0193.geopotential number by the normal gravity value computed on the
 NK0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0193.degrees latitude (g = 980.6199 gals.).
 NK0193
 NK0193.The modeled gravity was interpolated from observed gravity values.
 NK0193
 NK0193;                    North         East    Units  Estimated Accuracy
 NK0193;SPC IA N     - 1,139,590.    1,535,610.      MT  (+/- 180 meters Scaled)
 NK0193
 NK0193                          SUPERSEDED SURVEY CONTROL
 NK0193
 NK0193  NGVD 29 (??/??/92)  306.876  (m)         1006.81   (f) ADJ UNCH    2 0
 NK0193
 NK0193.Superseded values are not recommended for survey control.
 NK0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0193.See file dsdata.txt to determine how the superseded data were derived.
 NK0193
 NK0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH946337(NAD 83)
 NK0193_MARKER: DB = BENCH MARK DISK
 NK0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0193_STAMPING: H 29 1934
 NK0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0193+STABILITY: SURFACE MOTION
 NK0193
 NK0193  HISTORY     - Date     Condition        Report By
 NK0193  HISTORY     - 1934     MONUMENTED       CGS
 NK0193
 NK0193                          STATION DESCRIPTION
 NK0193
 NK0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0193'2 MI E FROM HANSELL.
 NK0193'2.0 MILES EAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0193'THE STATION AT HANSELL, FRANKLIN COUNTY, 2 POLES WEST OF MILEPOST
 NK0193'310, 50.0 FEET EAST OF A NORTH-AND-SOUTH SECTION FENCE, 45.1
 NK0193'FEET NORTH OF THE NORTH RAIL, AND 1.2 FEET SOUTH OF THE RIGHT-OF-WAY
 NK0193'FENCE.  A STANDARD DISK, STAMPED H 29 1934 AND SET IN THE TOP
 NK0193'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0123 ***********************************************************************
 NK0123  DESIGNATION -  H 30
 NK0123  PID         -  NK0123
 NK0123  STATE/COUNTY-  IA/GRUNDY
 NK0123  USGS QUAD   -  REINBECK (1971)
 NK0123
 NK0123                         *CURRENT SURVEY CONTROL
 NK0123  ___________________________________________________________________
 NK0123* NAD 83(1986)-  42 19 32.     (N)    092 35 53.     (W)     SCALED    
 NK0123* NAVD 88     -       284.248  (meters)     932.57   (feet)  ADJUSTED  
 NK0123  ___________________________________________________________________
 NK0123  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 NK0123  DYNAMIC HT  -         284.145 (meters)     932.23  (feet)  COMP
 NK0123  MODELED GRAV-     980,253.6   (mgal)                       NAVD 88
 NK0123
 NK0123  VERT ORDER  -  SECOND    CLASS 0
 NK0123
 NK0123.The horizontal coordinates were scaled from a topographic map and have
 NK0123.an estimated accuracy of +/- 6 seconds.
 NK0123
 NK0123.The orthometric height was determined by differential leveling
 NK0123.and adjusted by the National Geodetic Survey in June 1991..
 NK0123
 NK0123.The geoid height was determined by GEOID03.
 NK0123
 NK0123.The dynamic height is computed by dividing the NAVD 88
 NK0123.geopotential number by the normal gravity value computed on the
 NK0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0123.degrees latitude (g = 980.6199 gals.).
 NK0123
 NK0123.The modeled gravity was interpolated from observed gravity values.
 NK0123
 NK0123;                    North         East    Units  Estimated Accuracy
 NK0123;SPC IA N     - 1,092,100.    1,574,340.      MT  (+/- 180 meters Scaled)
 NK0123
 NK0123                          SUPERSEDED SURVEY CONTROL
 NK0123
 NK0123.No superseded survey control is available for this station.
 NK0123
 NK0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG331860(NAD 83)
 NK0123_MARKER: DD = SURVEY DISK
 NK0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0123+STABILITY: SURFACE MOTION
 NK0123
 NK0123  HISTORY     - Date     Condition        Report By
 NK0123  HISTORY     - UNK      MONUMENTED       IAGS
 NK0123  HISTORY     - 1934     GOOD             NGS
 NK0123  HISTORY     - 1972     GOOD             IAHD
 NK0123
 NK0123                          STATION DESCRIPTION
 NK0123
 NK0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0123'AT REINBECK.
 NK0123'AT REINBECK, GRUNDY COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 NK0123'PACIFIC RAILWAY, 12 POLES NORTHWEST OF MILEPOST 59, 30 FEET
 NK0123'SOUTH OF THE CENTERLINE OF THE TRACK, AND 25 FEET NORTH OF THE
 NK0123'CENTERLINE OF STATE HIGHWAY 58.  A STATE SURVEY STANDARD DISK,
 NK0123'SET IN THE TOP OF A CONCRETE POST.
 NK0123
 NK0123                          STATION RECOVERY (1972)
 NK0123
 NK0123'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1972
 NK0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0267 ***********************************************************************
 NK0267  DESIGNATION -  H 31
 NK0267  PID         -  NK0267
 NK0267  STATE/COUNTY-  IA/HARDIN
 NK0267  USGS QUAD   -  IOWA FALLS WEST (1979)
 NK0267
 NK0267                         *CURRENT SURVEY CONTROL
 NK0267  ___________________________________________________________________
 NK0267* NAD 83(1986)-  42 30 19.     (N)    093 20 31.     (W)     SCALED    
 NK0267* NAVD 88     -       353.908  (meters)    1161.11   (feet)  ADJUSTED  
 NK0267  ___________________________________________________________________
 NK0267  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 NK0267  DYNAMIC HT  -         353.801 (meters)    1160.76  (feet)  COMP
 NK0267  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 NK0267
 NK0267  VERT ORDER  -  SECOND    CLASS 0
 NK0267
 NK0267.The horizontal coordinates were scaled from a topographic map and have
 NK0267.an estimated accuracy of +/- 6 seconds.
 NK0267
 NK0267.The orthometric height was determined by differential leveling
 NK0267.and adjusted by the National Geodetic Survey in June 1991..
 NK0267
 NK0267.The geoid height was determined by GEOID03.
 NK0267
 NK0267.The dynamic height is computed by dividing the NAVD 88
 NK0267.geopotential number by the normal gravity value computed on the
 NK0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0267.degrees latitude (g = 980.6199 gals.).
 NK0267
 NK0267.The modeled gravity was interpolated from observed gravity values.
 NK0267
 NK0267;                    North         East    Units  Estimated Accuracy
 NK0267;SPC IA N     - 1,111,670.    1,512,990.      MT  (+/- 180 meters Scaled)
 NK0267
 NK0267                          SUPERSEDED SURVEY CONTROL
 NK0267
 NK0267  NGVD 29 (??/??/92)  353.903  (m)         1161.10   (f) ADJ UNCH    2 0
 NK0267
 NK0267.Superseded values are not recommended for survey control.
 NK0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0267.See file dsdata.txt to determine how the superseded data were derived.
 NK0267
 NK0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH719059(NAD 83)
 NK0267_MARKER: DB = BENCH MARK DISK
 NK0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0267_STAMPING: H 31 1934
 NK0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0267+STABILITY: SURFACE MOTION
 NK0267
 NK0267  HISTORY     - Date     Condition        Report By
 NK0267  HISTORY     - 1934     MONUMENTED       CGS
 NK0267  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0267
 NK0267                          STATION DESCRIPTION
 NK0267
 NK0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0267'4.3 MI W FROM IOWA FALLS.
 NK0267'4.3 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NK0267'STATION AT IOWA FALLS, 1.7 MILES EAST OF THE STATION AT ALDEN,
 NK0267'41 FEET SOUTH OF THE SOUTH RAIL, AND 6 FEET NORTH OF THE
 NK0267'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 31 1934 AND SET
 NK0267'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NK0267
 NK0267                          STATION RECOVERY (1974)
 NK0267
 NK0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0384 ***********************************************************************
 MH0384  DESIGNATION -  H 33
 MH0384  PID         -  MH0384
 MH0384  STATE/COUNTY-  IA/POLK
 MH0384  USGS QUAD   -  DES MOINES NE (1976)
 MH0384
 MH0384                         *CURRENT SURVEY CONTROL
 MH0384  ___________________________________________________________________
 MH0384* NAD 83(1986)-  41 41 18.     (N)    093 32 00.     (W)     SCALED    
 MH0384* NAVD 88     -       289.011  (meters)     948.20   (feet)  ADJUSTED  
 MH0384  ___________________________________________________________________
 MH0384  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 MH0384  DYNAMIC HT  -         288.888 (meters)     947.79  (feet)  COMP
 MH0384  MODELED GRAV-     980,189.8   (mgal)                       NAVD 88
 MH0384
 MH0384  VERT ORDER  -  SECOND    CLASS 0
 MH0384
 MH0384.The horizontal coordinates were scaled from a topographic map and have
 MH0384.an estimated accuracy of +/- 6 seconds.
 MH0384
 MH0384.The orthometric height was determined by differential leveling
 MH0384.and adjusted by the National Geodetic Survey in June 1991..
 MH0384
 MH0384.The geoid height was determined by GEOID03.
 MH0384
 MH0384.The dynamic height is computed by dividing the NAVD 88
 MH0384.geopotential number by the normal gravity value computed on the
 MH0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0384.degrees latitude (g = 980.6199 gals.).
 MH0384
 MH0384.The modeled gravity was interpolated from observed gravity values.
 MH0384
 MH0384;                    North         East    Units  Estimated Accuracy
 MH0384;SPC IA S     -   187,490.      497,230.      MT  (+/- 180 meters Scaled)
 MH0384
 MH0384                          SUPERSEDED SURVEY CONTROL
 MH0384
 MH0384  NGVD 29 (??/??/92)  288.990  (m)          948.13   (f) ADJ UNCH    2 0
 MH0384
 MH0384.Superseded values are not recommended for survey control.
 MH0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0384.See file dsdata.txt to determine how the superseded data were derived.
 MH0384
 MH0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG556153(NAD 83)
 MH0384_MARKER: DB = BENCH MARK DISK
 MH0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0384_STAMPING: H 33 1934
 MH0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0384+STABILITY: SURFACE MOTION
 MH0384
 MH0384  HISTORY     - Date     Condition        Report By
 MH0384  HISTORY     - 1934     MONUMENTED       CGS
 MH0384
 MH0384                          STATION DESCRIPTION
 MH0384
 MH0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0384'3 MI S FROM ENTERPRISE.
 MH0384'3.0 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0384'RAILWAY FROM THE STATION AT ENTERPRISE, POLK COUNTY, IN SECTION
 MH0384'33 T 80 N., R 23 W., AT A ROAD CROSSING, 36 FEET WEST OF THE
 MH0384'CENTERLINE OF THE TRACK, 30 FEET NORTH OF THE CENTERLINE OF
 MH0384'THE ROAD, 9.3 FEET NORTHEAST OF A FENCE CORNER, AND 5.1 FEET
 MH0384'EAST OF A BOARD FENCE.  A STANDARD DISK, STAMPED H 33 1934 AND
 MH0384'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 MH0384'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0282 ***********************************************************************
 NK0282  DESIGNATION -  H 34
 NK0282  PID         -  NK0282
 NK0282  STATE/COUNTY-  IA/STORY
 NK0282  USGS QUAD   -  ZEARING (1975)
 NK0282
 NK0282                         *CURRENT SURVEY CONTROL
 NK0282  ___________________________________________________________________
 NK0282* NAD 83(1986)-  42 09 57.     (N)    093 20 48.     (W)     SCALED    
 NK0282* NAVD 88     -       329.563  (meters)    1081.24   (feet)  ADJUSTED  
 NK0282  ___________________________________________________________________
 NK0282  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 NK0282  DYNAMIC HT  -         329.445 (meters)    1080.85  (feet)  COMP
 NK0282  MODELED GRAV-     980,253.7   (mgal)                       NAVD 88
 NK0282
 NK0282  VERT ORDER  -  SECOND    CLASS 0
 NK0282
 NK0282.The horizontal coordinates were scaled from a topographic map and have
 NK0282.an estimated accuracy of +/- 6 seconds.
 NK0282
 NK0282.The orthometric height was determined by differential leveling
 NK0282.and adjusted by the National Geodetic Survey in June 1991..
 NK0282
 NK0282.The geoid height was determined by GEOID03.
 NK0282
 NK0282.The dynamic height is computed by dividing the NAVD 88
 NK0282.geopotential number by the normal gravity value computed on the
 NK0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0282.degrees latitude (g = 980.6199 gals.).
 NK0282
 NK0282.The modeled gravity was interpolated from observed gravity values.
 NK0282
 NK0282;                    North         East    Units  Estimated Accuracy
 NK0282;SPC IA N     - 1,073,970.    1,512,670.      MT  (+/- 180 meters Scaled)
 NK0282
 NK0282                          SUPERSEDED SURVEY CONTROL
 NK0282
 NK0282  NGVD 29 (??/??/92)  329.534  (m)         1081.15   (f) ADJ UNCH    2 0
 NK0282
 NK0282.Superseded values are not recommended for survey control.
 NK0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0282.See file dsdata.txt to determine how the superseded data were derived.
 NK0282
 NK0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG713682(NAD 83)
 NK0282_MARKER: DB = BENCH MARK DISK
 NK0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0282_STAMPING: H 34 1934
 NK0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0282+STABILITY: SURFACE MOTION
 NK0282
 NK0282  HISTORY     - Date     Condition        Report By
 NK0282  HISTORY     - 1934     MONUMENTED       CGS
 NK0282
 NK0282                          STATION DESCRIPTION
 NK0282
 NK0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0282'0.2 MI N FROM MC CALLSBURG.
 NK0282'0.2 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 NK0282'FROM THE STATION AT MC CALLSBURG, STORY COUNTY, THENCE 2.5 MILES
 NK0282'EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD, AT A
 NK0282'SECTION-LINE-ROAD CROSSING, 33 FEET EAST OF THE CENTERLINE OF THE
 NK0282'ROAD, 15.6 FEET SOUTH OF THE SOUTH RAIL, AND 34.6 FEET NORTH OF
 NK0282'A FENCE CORNER.  A STANDARD DISK, STAMPED H 34 1934 AND SET IN
 NK0282'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0640 ***********************************************************************
 OO0640  DESIGNATION -  H 35
 OO0640  PID         -  OO0640
 OO0640  STATE/COUNTY-  IA/CERRO GORDO
 OO0640  USGS QUAD   -  MASON CITY (1959)
 OO0640
 OO0640                         *CURRENT SURVEY CONTROL
 OO0640  ___________________________________________________________________
 OO0640* NAD 83(1986)-  43 09 16.     (N)    093 11 57.     (W)     SCALED    
 OO0640* NAVD 88     -       344.039  (meters)    1128.73   (feet)  ADJUSTED  
 OO0640  ___________________________________________________________________
 OO0640  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 OO0640  DYNAMIC HT  -         343.978 (meters)    1128.53  (feet)  COMP
 OO0640  MODELED GRAV-     980,430.7   (mgal)                       NAVD 88
 OO0640
 OO0640  VERT ORDER  -  SECOND    CLASS 0
 OO0640
 OO0640.The horizontal coordinates were scaled from a topographic map and have
 OO0640.an estimated accuracy of +/- 6 seconds.
 OO0640
 OO0640.The orthometric height was determined by differential leveling
 OO0640.and adjusted by the National Geodetic Survey in June 1991..
 OO0640
 OO0640.The geoid height was determined by GEOID03.
 OO0640
 OO0640.The dynamic height is computed by dividing the NAVD 88
 OO0640.geopotential number by the normal gravity value computed on the
 OO0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0640.degrees latitude (g = 980.6199 gals.).
 OO0640
 OO0640.The modeled gravity was interpolated from observed gravity values.
 OO0640
 OO0640;                    North         East    Units  Estimated Accuracy
 OO0640;SPC IA N     - 1,183,820.    1,524,470.      MT  (+/- 180 meters Scaled)
 OO0640
 OO0640                          SUPERSEDED SURVEY CONTROL
 OO0640
 OO0640  NGVD 29 (??/??/92)  344.065  (m)         1128.82   (f) ADJ UNCH    2 0
 OO0640
 OO0640.Superseded values are not recommended for survey control.
 OO0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0640.See file dsdata.txt to determine how the superseded data were derived.
 OO0640
 OO0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH838779(NAD 83)
 OO0640_MARKER: DB = BENCH MARK DISK
 OO0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0640_STAMPING: H 35 1934
 OO0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0640+STABILITY: SURFACE MOTION
 OO0640
 OO0640  HISTORY     - Date     Condition        Report By
 OO0640  HISTORY     - 1934     MONUMENTED       CGS
 OO0640  HISTORY     - 20000925 MARK NOT FOUND   AERSVC
 OO0640
 OO0640                          STATION DESCRIPTION
 OO0640
 OO0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0640'IN MASON CITY.
 OO0640'AT MASON CITY, CERRO GORDO COUNTY, 1-1/2 BLOCKS EAST AND 1 BLOCK NORTH
 OO0640'OF THE COUNTY COURTHOUSE, IN THE NORTHWEST CORNER OF THE POST-OFFICE
 OO0640'YARD, 28.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE POST OFFICE,
 OO0640'21.6 FEET SOUTH OF THE SOUTH EDGE OF THIRD STREET N.E., 18.6 FEET EAST
 OO0640'OF THE EAST EDGE OF NORTH DELAWARE AVENUE, 4 FEET SOUTH OF THE SOUTH
 OO0640'EDGE OF A SIDEWALK, AND 3.8 FEET EAST OF THE EAST EDGE OF A SIDEWALK
 OO0640'PARALLELING NORTH DELAWARE AVENUE.  A STANDARD DISK, STAMPED H 35 1934
 OO0640'AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 OO0640
 OO0640                          STATION RECOVERY (2000)
 OO0640
 OO0640'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 OO0640'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0288 ***********************************************************************
 OO0288  DESIGNATION -  H 36
 OO0288  PID         -  OO0288
 OO0288  STATE/COUNTY-  IA/FLOYD
 OO0288  USGS QUAD   -  ROSEVILLE (1971)
 OO0288
 OO0288                         *CURRENT SURVEY CONTROL
 OO0288  ___________________________________________________________________
 OO0288* NAD 83(1986)-  43 06 39.     (N)    092 49 46.     (W)     SCALED    
 OO0288* NAVD 88     -       336.255  (meters)    1103.20   (feet)  ADJUSTED  
 OO0288  ___________________________________________________________________
 OO0288  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 OO0288  DYNAMIC HT  -         336.150 (meters)    1102.85  (feet)  COMP
 OO0288  MODELED GRAV-     980,301.6   (mgal)                       NAVD 88
 OO0288
 OO0288  VERT ORDER  -  SECOND    CLASS 0
 OO0288
 OO0288.The horizontal coordinates were scaled from a topographic map and have
 OO0288.an estimated accuracy of +/- 6 seconds.
 OO0288
 OO0288.The orthometric height was determined by differential leveling
 OO0288.and adjusted by the National Geodetic Survey in June 1991..
 OO0288
 OO0288.The geoid height was determined by GEOID03.
 OO0288
 OO0288.The dynamic height is computed by dividing the NAVD 88
 OO0288.geopotential number by the normal gravity value computed on the
 OO0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0288.degrees latitude (g = 980.6199 gals.).
 OO0288
 OO0288.The modeled gravity was interpolated from observed gravity values.
 OO0288
 OO0288;                    North         East    Units  Estimated Accuracy
 OO0288;SPC IA N     - 1,179,150.    1,554,580.      MT  (+/- 180 meters Scaled)
 OO0288
 OO0288                          SUPERSEDED SURVEY CONTROL
 OO0288
 OO0288  NGVD 29 (??/??/92)  336.239  (m)         1103.14   (f) ADJ UNCH    2 0
 OO0288
 OO0288.Superseded values are not recommended for survey control.
 OO0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0288.See file dsdata.txt to determine how the superseded data were derived.
 OO0288
 OO0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH138731(NAD 83)
 OO0288_MARKER: DB = BENCH MARK DISK
 OO0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0288_STAMPING: H 36 1934
 OO0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0288+STABILITY: SURFACE MOTION
 OO0288
 OO0288  HISTORY     - Date     Condition        Report By
 OO0288  HISTORY     - 1934     MONUMENTED       CGS
 OO0288  HISTORY     - 1969     MARK NOT FOUND   USGS
 OO0288
 OO0288                          STATION DESCRIPTION
 OO0288
 OO0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0288'4 MI E FROM RUDD.
 OO0288'4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0288'RAILROAD FROM THE STATION AT RUDD, FLOYD COUNTY, 25 YARDS NORTHWEST OF
 OO0288'A SECTION ROAD CROSSING, 44.4 FEET NORTH OF THE NORTH RAIL, AND 1.5
 OO0288'FEET SOUTH OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED H 36
 OO0288'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 OO0288'GROUND.
 OO0288
 OO0288                          STATION RECOVERY (1969)
 OO0288
 OO0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OO0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0231 ***********************************************************************
 OO0231  DESIGNATION -  H 37
 OO0231  PID         -  OO0231
 OO0231  STATE/COUNTY-  IA/CHICKASAW
 OO0231  USGS QUAD   -  WAUCOMA (1981)
 OO0231
 OO0231                         *CURRENT SURVEY CONTROL
 OO0231  ___________________________________________________________________
 OO0231* NAD 83(1986)-  43 06 07.     (N)    092 03 04.     (W)     SCALED    
 OO0231* NAVD 88     -       338.814  (meters)    1111.59   (feet)  ADJUSTED  
 OO0231  ___________________________________________________________________
 OO0231  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 OO0231  DYNAMIC HT  -         338.724 (meters)    1111.30  (feet)  COMP
 OO0231  MODELED GRAV-     980,346.8   (mgal)                       NAVD 88
 OO0231
 OO0231  VERT ORDER  -  SECOND    CLASS 0
 OO0231
 OO0231.The horizontal coordinates were scaled from a topographic map and have
 OO0231.an estimated accuracy of +/- 6 seconds.
 OO0231
 OO0231.The orthometric height was determined by differential leveling
 OO0231.and adjusted by the National Geodetic Survey in June 1991..
 OO0231
 OO0231.The geoid height was determined by GEOID03.
 OO0231
 OO0231.The dynamic height is computed by dividing the NAVD 88
 OO0231.geopotential number by the normal gravity value computed on the
 OO0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0231.degrees latitude (g = 980.6199 gals.).
 OO0231
 OO0231.The modeled gravity was interpolated from observed gravity values.
 OO0231
 OO0231;                    North         East    Units  Estimated Accuracy
 OO0231;SPC IA N     - 1,178,950.    1,617,940.      MT  (+/- 180 meters Scaled)
 OO0231
 OO0231                          SUPERSEDED SURVEY CONTROL
 OO0231
 OO0231  NGVD 29 (??/??/92)  338.821  (m)         1111.62   (f) ADJ UNCH    2 0
 OO0231
 OO0231.Superseded values are not recommended for survey control.
 OO0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0231.See file dsdata.txt to determine how the superseded data were derived.
 OO0231
 OO0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH772725(NAD 83)
 OO0231_MARKER: DB = BENCH MARK DISK
 OO0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0231_STAMPING: H 37 1934
 OO0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0231+STABILITY: SURFACE MOTION
 OO0231
 OO0231  HISTORY     - Date     Condition        Report By
 OO0231  HISTORY     - 1934     MONUMENTED       CGS
 OO0231  HISTORY     - 1977     MARK NOT FOUND   USGS
 OO0231
 OO0231                          STATION DESCRIPTION
 OO0231
 OO0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0231'5.8 MI E FROM LAWLER.
 OO0231'5.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0231'RAILROAD FROM THE STATION AT LAWLER, ABOUT 1.2 MILES WEST OF JACKSON
 OO0231'JUNCTION, WINNESHIEK COUNTY, 26.2 FEET NORTH OF THE NORTH RAIL, AND
 OO0231'20.7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H
 OO0231'37 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 OO0231'ABOVE GROUND.
 OO0231
 OO0231                          STATION RECOVERY (1977)
 OO0231
 OO0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OO0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0024 ***********************************************************************
 NK0024  DESIGNATION -  H 38
 NK0024  PID         -  NK0024
 NK0024  STATE/COUNTY-  IA/FAYETTE
 NK0024  USGS QUAD   -  SUMNER (1971)
 NK0024
 NK0024                         *CURRENT SURVEY CONTROL
 NK0024  ___________________________________________________________________
 NK0024* NAD 83(1986)-  42 48 58.     (N)    092 02 33.     (W)     SCALED    
 NK0024* NAVD 88     -       338.021  (meters)    1108.99   (feet)  ADJUSTED  
 NK0024  ___________________________________________________________________
 NK0024  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 NK0024  DYNAMIC HT  -         337.922 (meters)    1108.67  (feet)  COMP
 NK0024  MODELED GRAV-     980,320.1   (mgal)                       NAVD 88
 NK0024
 NK0024  VERT ORDER  -  SECOND    CLASS 0
 NK0024
 NK0024.The horizontal coordinates were scaled from a topographic map and have
 NK0024.an estimated accuracy of +/- 6 seconds.
 NK0024
 NK0024.The orthometric height was determined by differential leveling
 NK0024.and adjusted by the National Geodetic Survey in June 1991..
 NK0024
 NK0024.The geoid height was determined by GEOID03.
 NK0024
 NK0024.The dynamic height is computed by dividing the NAVD 88
 NK0024.geopotential number by the normal gravity value computed on the
 NK0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0024.degrees latitude (g = 980.6199 gals.).
 NK0024
 NK0024.The modeled gravity was interpolated from observed gravity values.
 NK0024
 NK0024;                    North         East    Units  Estimated Accuracy
 NK0024;SPC IA N     - 1,147,220.    1,619,190.      MT  (+/- 180 meters Scaled)
 NK0024
 NK0024                          SUPERSEDED SURVEY CONTROL
 NK0024
 NK0024  NGVD 29 (??/??/92)  338.032  (m)         1109.03   (f) ADJ UNCH    2 0
 NK0024
 NK0024.Superseded values are not recommended for survey control.
 NK0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0024.See file dsdata.txt to determine how the superseded data were derived.
 NK0024
 NK0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH782408(NAD 83)
 NK0024_MARKER: DB = BENCH MARK DISK
 NK0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0024_STAMPING: H 38 1934
 NK0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0024+STABILITY: SURFACE MOTION
 NK0024
 NK0024  HISTORY     - Date     Condition        Report By
 NK0024  HISTORY     - 1934     MONUMENTED       CGS
 NK0024
 NK0024                          STATION DESCRIPTION
 NK0024
 NK0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0024'3.3 MI SE FROM SUMNER.
 NK0024'IN FAYETTE COUNTY, 3.3 MILES SOUTHEAST ALONG THE CHICAGO, GREAT
 NK0024'WESTERN RAILROAD FROM THE STATION AT SUMNER, BREMER COUNTY,
 NK0024'0.3 MILE NORTHWEST OF MILEPOST 168, AT A GRADED-ROAD CROSSING,
 NK0024'50 FEET EAST OF THE CENTERLINE OF THE ROAD, 45.4 FEET SOUTHWEST
 NK0024'OF THE SOUTHWEST RAIL, 41.5 FEET SOUTHEAST OF ONE RIGHT-OF-WAY
 NK0024'FENCE, AND 2 FEET NORTHEAST OF ANOTHER RIGHT-OF-WAY FENCE.  A
 NK0024'STANDARD DISK, STAMPED H 38 1934 AND SET IN THE TOP OF A CONCRETE
 NK0024'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0170 ***********************************************************************
 NK0170  DESIGNATION -  H 39
 NK0170  PID         -  NK0170
 NK0170  STATE/COUNTY-  IA/BREMER
 NK0170  USGS QUAD   -  SHELL ROCK (1971)
 NK0170
 NK0170                         *CURRENT SURVEY CONTROL
 NK0170  ___________________________________________________________________
 NK0170* NAD 83(1986)-  42 41 23.     (N)    092 30 31.     (W)     SCALED    
 NK0170* NAVD 88     -       278.001  (meters)     912.07   (feet)  ADJUSTED  
 NK0170  ___________________________________________________________________
 NK0170  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 NK0170  DYNAMIC HT  -         277.910 (meters)     911.78  (feet)  COMP
 NK0170  MODELED GRAV-     980,286.1   (mgal)                       NAVD 88
 NK0170
 NK0170  VERT ORDER  -  SECOND    CLASS 0
 NK0170
 NK0170.The horizontal coordinates were scaled from a topographic map and have
 NK0170.an estimated accuracy of +/- 6 seconds.
 NK0170
 NK0170.The orthometric height was determined by differential leveling
 NK0170.and adjusted by the National Geodetic Survey in June 1991..
 NK0170
 NK0170.The geoid height was determined by GEOID03.
 NK0170
 NK0170.The dynamic height is computed by dividing the NAVD 88
 NK0170.geopotential number by the normal gravity value computed on the
 NK0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0170.degrees latitude (g = 980.6199 gals.).
 NK0170
 NK0170.The modeled gravity was interpolated from observed gravity values.
 NK0170
 NK0170;                    North         East    Units  Estimated Accuracy
 NK0170;SPC IA N     - 1,132,630.    1,581,240.      MT  (+/- 180 meters Scaled)
 NK0170
 NK0170                          SUPERSEDED SURVEY CONTROL
 NK0170
 NK0170  NGVD 29 (??/??/92)  278.005  (m)          912.09   (f) ADJ UNCH    2 0
 NK0170
 NK0170.Superseded values are not recommended for survey control.
 NK0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0170.See file dsdata.txt to determine how the superseded data were derived.
 NK0170
 NK0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH402264(NAD 83)
 NK0170_MARKER: DB = BENCH MARK DISK
 NK0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0170_STAMPING: H 39 1934
 NK0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0170+STABILITY: SURFACE MOTION
 NK0170
 NK0170  HISTORY     - Date     Condition        Report By
 NK0170  HISTORY     - 1934     MONUMENTED       CGS
 NK0170  HISTORY     - 1961     MARK NOT FOUND   NGS
 NK0170
 NK0170                          STATION DESCRIPTION
 NK0170
 NK0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NK0170'4 MI S FROM WAVERLY.
 NK0170'4 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 NK0170'FROM THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT WAVERLY,
 NK0170'BREMER COUNTY, 45 FEET WEST OF THE WEST RAIL, AND 2 FEET EAST
 NK0170'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 39 1934
 NK0170'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NK0170'GROUND.  NOTE-- BENCH MARK WAS COVERED WITH HIGH GRASS AND
 NK0170'WEEDS AND MADE FINDING HIGHLY IMPROBABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0363 ***********************************************************************
 MH0363  DESIGNATION -  H 4
 MH0363  PID         -  MH0363
 MH0363  STATE/COUNTY-  IA/POLK
 MH0363  USGS QUAD   -  DES MOINES SW (1976)
 MH0363
 MH0363                         *CURRENT SURVEY CONTROL
 MH0363  ___________________________________________________________________
 MH0363* NAD 83(1986)-  41 34 06.     (N)    093 40 47.     (W)     SCALED    
 MH0363* NAVD 88     -       246.525  (meters)     808.81   (feet)  ADJUSTED  
 MH0363  ___________________________________________________________________
 MH0363  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 MH0363  DYNAMIC HT  -         246.418 (meters)     808.46  (feet)  COMP
 MH0363  MODELED GRAV-     980,182.9   (mgal)                       NAVD 88
 MH0363
 MH0363  VERT ORDER  -  FIRST     CLASS II
 MH0363
 MH0363.The horizontal coordinates were scaled from a topographic map and have
 MH0363.an estimated accuracy of +/- 6 seconds.
 MH0363
 MH0363.The orthometric height was determined by differential leveling
 MH0363.and adjusted by the National Geodetic Survey in June 1991..
 MH0363
 MH0363.The geoid height was determined by GEOID03.
 MH0363
 MH0363.The dynamic height is computed by dividing the NAVD 88
 MH0363.geopotential number by the normal gravity value computed on the
 MH0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0363.degrees latitude (g = 980.6199 gals.).
 MH0363
 MH0363.The modeled gravity was interpolated from observed gravity values.
 MH0363
 MH0363;                    North         East    Units  Estimated Accuracy
 MH0363;SPC IA S     -   174,180.      485,010.      MT  (+/- 180 meters Scaled)
 MH0363
 MH0363                          SUPERSEDED SURVEY CONTROL
 MH0363
 MH0363  NGVD 29 (??/??/92)  246.473  (m)          808.64   (f) ADJ UNCH    1 2
 MH0363
 MH0363.Superseded values are not recommended for survey control.
 MH0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0363.See file dsdata.txt to determine how the superseded data were derived.
 MH0363
 MH0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG433020(NAD 83)
 MH0363_MARKER: DB = BENCH MARK DISK
 MH0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0363_SP_SET: BRIDGE ABUTMENT
 MH0363_STAMPING: H 4 1930 808.653
 MH0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0363
 MH0363  HISTORY     - Date     Condition        Report By
 MH0363  HISTORY     - 1930     MONUMENTED       CGS
 MH0363  HISTORY     - 1950     GOOD             NGS
 MH0363  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0363
 MH0363                          STATION DESCRIPTION
 MH0363
 MH0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0363'1.5 MI E FROM VALLEY JUNCTION.
 MH0363'ABOUT 1.5 MILES EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 MH0363'FROM VALLEY JUNCTION, POLK COUNTY, BETWEEN THE TRACKS OF THE
 MH0363'M. AND ST. L.R.R. AND THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0363'RAILWAY, AND IN THE WEST ABUTMENT OF BRIDGE 3611.  A STANDARD
 MH0363'DISK, STAMPED 808.653 H 4 1930.  (246.478 METERS OR 808.653
 MH0363'FEET.)  NOTE-- RECOVERED AS DESCRIBED ON LINE, MINNEAPOLIS,
 MH0363'MINNESOTA TO GLASGOW, MISSOURI.  THE TOWN OF VALLEY JUNCTION
 MH0363'IS NOW CALLED WEST DES MOINES.
 MH0363
 MH0363                          STATION RECOVERY (1995)
 MH0363
 MH0363'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0269 ***********************************************************************
 OO0269  DESIGNATION -  H 40
 OO0269  PID         -  OO0269
 OO0269  STATE/COUNTY-  IA/MITCHELL
 OO0269  USGS QUAD   -  OSAGE (1972)
 OO0269
 OO0269                         *CURRENT SURVEY CONTROL
 OO0269  ___________________________________________________________________
 OO0269* NAD 83(1986)-  43 16 38.     (N)    092 48 44.     (W)     SCALED    
 OO0269* NAVD 88     -       356.058  (meters)    1168.17   (feet)  ADJUSTED  
 OO0269  ___________________________________________________________________
 OO0269  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 OO0269  DYNAMIC HT  -         355.958 (meters)    1167.84  (feet)  COMP
 OO0269  MODELED GRAV-     980,327.4   (mgal)                       NAVD 88
 OO0269
 OO0269  VERT ORDER  -  SECOND    CLASS 0
 OO0269
 OO0269.The horizontal coordinates were scaled from a topographic map and have
 OO0269.an estimated accuracy of +/- 6 seconds.
 OO0269
 OO0269.The orthometric height was determined by differential leveling
 OO0269.and adjusted by the National Geodetic Survey in June 1991..
 OO0269
 OO0269.The geoid height was determined by GEOID03.
 OO0269
 OO0269.The dynamic height is computed by dividing the NAVD 88
 OO0269.geopotential number by the normal gravity value computed on the
 OO0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0269.degrees latitude (g = 980.6199 gals.).
 OO0269
 OO0269.The modeled gravity was interpolated from observed gravity values.
 OO0269
 OO0269;                    North         East    Units  Estimated Accuracy
 OO0269;SPC IA N     - 1,197,640.    1,555,830.      MT  (+/- 180 meters Scaled)
 OO0269
 OO0269                          SUPERSEDED SURVEY CONTROL
 OO0269
 OO0269  NGVD 29 (??/??/92)  356.048  (m)         1168.13   (f) ADJ UNCH    2 0
 OO0269
 OO0269.Superseded values are not recommended for survey control.
 OO0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0269.See file dsdata.txt to determine how the superseded data were derived.
 OO0269
 OO0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH152916(NAD 83)
 OO0269_MARKER: DB = BENCH MARK DISK
 OO0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0269_STAMPING: H 40 1934
 OO0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0269+STABILITY: SURFACE MOTION
 OO0269
 OO0269  HISTORY     - Date     Condition        Report By
 OO0269  HISTORY     - 1934     MONUMENTED       CGS
 OO0269  HISTORY     - 1934     GOOD             NGS
 OO0269  HISTORY     - 1971     MARK NOT FOUND   USGS
 OO0269
 OO0269                          STATION DESCRIPTION
 OO0269
 OO0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0269'IN OSAGE.
 OO0269'AT OSAGE, MITCHELL COUNTY, 0.6 MILE SOUTHEAST OF THE ILLINOIS CENTRAL
 OO0269'RAILROAD STATION, 190 YARDS NORTHWEST OF MILEPOST CF 58, AT A STREET
 OO0269'CROSSING, 55 FEET NORTHEAST OF THE CENTERLINE OF THE STREET, 46.3 FEET
 OO0269'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, AND 23.3 FEET
 OO0269'NORTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED H 40 1934 AND
 OO0269'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 OO0269
 OO0269                          STATION RECOVERY (1971)
 OO0269
 OO0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OO0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0312 ***********************************************************************
 OO0312  DESIGNATION -  H 41
 OO0312  PID         -  OO0312
 OO0312  STATE/COUNTY-  IA/HOWARD
 OO0312  USGS QUAD   -  MC INTIRE (1972)
 OO0312
 OO0312                         *CURRENT SURVEY CONTROL
 OO0312  ___________________________________________________________________
 OO0312* NAD 83(1986)-  43 28 46.     (N)    092 33 17.     (W)     SCALED    
 OO0312* NAVD 88     -       427.408  (meters)    1402.25   (feet)  ADJUSTED  
 OO0312  ___________________________________________________________________
 OO0312  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 OO0312  DYNAMIC HT  -         427.303 (meters)    1401.91  (feet)  COMP
 OO0312  MODELED GRAV-     980,360.9   (mgal)                       NAVD 88
 OO0312
 OO0312  VERT ORDER  -  SECOND    CLASS 0
 OO0312
 OO0312.The horizontal coordinates were scaled from a topographic map and have
 OO0312.an estimated accuracy of +/- 6 seconds.
 OO0312
 OO0312.The orthometric height was determined by differential leveling
 OO0312.and adjusted by the National Geodetic Survey in June 1991..
 OO0312
 OO0312.The geoid height was determined by GEOID03.
 OO0312
 OO0312.The dynamic height is computed by dividing the NAVD 88
 OO0312.geopotential number by the normal gravity value computed on the
 OO0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0312.degrees latitude (g = 980.6199 gals.).
 OO0312
 OO0312.The modeled gravity was interpolated from observed gravity values.
 OO0312
 OO0312;                    North         East    Units  Estimated Accuracy
 OO0312;SPC IA N     - 1,220,310.    1,576,480.      MT  (+/- 180 meters Scaled)
 OO0312
 OO0312                          SUPERSEDED SURVEY CONTROL
 OO0312
 OO0312  NGVD 29 (??/??/92)  427.387  (m)         1402.19   (f) ADJ UNCH    2 0
 OO0312
 OO0312.Superseded values are not recommended for survey control.
 OO0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0312.See file dsdata.txt to determine how the superseded data were derived.
 OO0312
 OO0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ360141(NAD 83)
 OO0312_MARKER: DB = BENCH MARK DISK
 OO0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0312_STAMPING: H 41 1934
 OO0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0312+STABILITY: SURFACE MOTION
 OO0312
 OO0312  HISTORY     - Date     Condition        Report By
 OO0312  HISTORY     - 1934     MONUMENTED       CGS
 OO0312  HISTORY     - 1971     MARK NOT FOUND   USGS
 OO0312
 OO0312                          STATION DESCRIPTION
 OO0312
 OO0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0312'3.7 MI NE FROM MCINTIRE.
 OO0312'IN HOWARD COUNTY, 3.7 MILES NORTHEAST ALONG THE CHICAGO GREAT WESTERN
 OO0312'RAILROAD FROM THE STATION AT MCINTIRE, MITCHELL COUNTY, 76 FEET
 OO0312'NORTHWEST OF THE CENTER OF A HIGHWAY CROSSING, 58 FEET NORTH OF THE
 OO0312'CENTERLINE OF A FARM ROAD, 45 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 OO0312'THE MAIN TRACK, AND 1.5 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE.  A
 OO0312'STANDARD DISK, STAMPED H 41 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0312'PROJECTING 4 INCHES ABOVE GROUND.
 OO0312
 OO0312                          STATION RECOVERY (1971)
 OO0312
 OO0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OO0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0459 ***********************************************************************
 ON0459  DESIGNATION -  H 42
 ON0459  PID         -  ON0459
 ON0459  STATE/COUNTY-  IA/WINNESHIEK
 ON0459  USGS QUAD   -  FORT ATKINSON (1981)
 ON0459
 ON0459                         *CURRENT SURVEY CONTROL
 ON0459  ___________________________________________________________________
 ON0459* NAD 83(1986)-  43 12 56.     (N)    091 53 44.     (W)     SCALED    
 ON0459* NAVD 88     -       376.414  (meters)    1234.95   (feet)  ADJUSTED  
 ON0459  ___________________________________________________________________
 ON0459  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 ON0459  DYNAMIC HT  -         376.322 (meters)    1234.65  (feet)  COMP
 ON0459  MODELED GRAV-     980,365.0   (mgal)                       NAVD 88
 ON0459
 ON0459  VERT ORDER  -  SECOND    CLASS 0
 ON0459
 ON0459.The horizontal coordinates were scaled from a topographic map and have
 ON0459.an estimated accuracy of +/- 6 seconds.
 ON0459
 ON0459.The orthometric height was determined by differential leveling
 ON0459.and adjusted by the National Geodetic Survey in June 1991..
 ON0459
 ON0459.The geoid height was determined by GEOID03.
 ON0459
 ON0459.The dynamic height is computed by dividing the NAVD 88
 ON0459.geopotential number by the normal gravity value computed on the
 ON0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0459.degrees latitude (g = 980.6199 gals.).
 ON0459
 ON0459.The modeled gravity was interpolated from observed gravity values.
 ON0459
 ON0459;                    North         East    Units  Estimated Accuracy
 ON0459;SPC IA N     - 1,191,800.    1,630,360.      MT  (+/- 180 meters Scaled)
 ON0459
 ON0459                          SUPERSEDED SURVEY CONTROL
 ON0459
 ON0459  NGVD 29 (??/??/92)  376.427  (m)         1234.99   (f) ADJ UNCH    2 0
 ON0459
 ON0459.Superseded values are not recommended for survey control.
 ON0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0459.See file dsdata.txt to determine how the superseded data were derived.
 ON0459
 ON0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH897853(NAD 83)
 ON0459_MARKER: DB = BENCH MARK DISK
 ON0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0459_STAMPING: H 42 1934
 ON0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0459+STABILITY: SURFACE MOTION
 ON0459
 ON0459  HISTORY     - Date     Condition        Report By
 ON0459  HISTORY     - UNK      MONUMENTED       CGS
 ON0459  HISTORY     - 1934     GOOD             NGS
 ON0459  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 ON0459
 ON0459                          STATION DESCRIPTION
 ON0459
 ON0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0459'AT CONOVER.
 ON0459'AT CONOVER, WINNESHIEK COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 ON0459'AND PACIFIC RAILROAD, 145 YARDS NORTHWEST OF THE STATION, 108
 ON0459'YARDS NORTHWEST OF A SOUTHEAST WYE, 63 YARDS SOUTH OF A ROAD
 ON0459'CROSSING, 21.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 ON0459'AND 10 FEET NORTHWEST OF A WHISTLE POST.  A STANDARD DISK,
 ON0459'STAMPED H 42 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ON0459'ABOUT 1 INCH ABOVE GROUND.
 ON0459
 ON0459                          STATION RECOVERY (1974)
 ON0459
 ON0459'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 ON0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0113 ***********************************************************************
 MH0113  DESIGNATION -  H 5
 MH0113  PID         -  MH0113
 MH0113  STATE/COUNTY-  IA/MARION
 MH0113  USGS QUAD   -  PELLA (1980)
 MH0113
 MH0113                         *CURRENT SURVEY CONTROL
 MH0113  ___________________________________________________________________
 MH0113* NAD 83(1986)-  41 24 10.     (N)    092 55 24.     (W)     SCALED    
 MH0113* NAVD 88     -       267.622  (meters)     878.02   (feet)  ADJUSTED  
 MH0113  ___________________________________________________________________
 MH0113  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 MH0113  DYNAMIC HT  -         267.507 (meters)     877.65  (feet)  COMP
 MH0113  MODELED GRAV-     980,187.0   (mgal)                       NAVD 88
 MH0113
 MH0113  VERT ORDER  -  FIRST     CLASS II
 MH0113
 MH0113.The horizontal coordinates were scaled from a topographic map and have
 MH0113.an estimated accuracy of +/- 6 seconds.
 MH0113
 MH0113.The orthometric height was determined by differential leveling
 MH0113.and adjusted by the National Geodetic Survey in June 1991..
 MH0113
 MH0113.The geoid height was determined by GEOID03.
 MH0113
 MH0113.The dynamic height is computed by dividing the NAVD 88
 MH0113.geopotential number by the normal gravity value computed on the
 MH0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0113.degrees latitude (g = 980.6199 gals.).
 MH0113
 MH0113.The modeled gravity was interpolated from observed gravity values.
 MH0113
 MH0113;                    North         East    Units  Estimated Accuracy
 MH0113;SPC IA S     -   155,940.      548,220.      MT  (+/- 180 meters Scaled)
 MH0113
 MH0113                          SUPERSEDED SURVEY CONTROL
 MH0113
 MH0113  NGVD 29 (??/??/92)  267.590  (m)          877.92   (f) ADJ UNCH    1 2
 MH0113
 MH0113.Superseded values are not recommended for survey control.
 MH0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0113.See file dsdata.txt to determine how the superseded data were derived.
 MH0113
 MH0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF064834(NAD 83)
 MH0113_MARKER: DB = BENCH MARK DISK
 MH0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0113_SP_SET: CONCRETE BASE
 MH0113_STAMPING: 877.918 H 5 1930
 MH0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0113+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 MH0113
 MH0113  HISTORY     - Date     Condition        Report By
 MH0113  HISTORY     - 1930     MONUMENTED       CGS
 MH0113  HISTORY     - 1943     GOOD             NGS
 MH0113  HISTORY     - 20051228 GOOD             INDIV
 MH0113
 MH0113                          STATION DESCRIPTION
 MH0113
 MH0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MH0113'AT PELLA.
 MH0113'AT PELLA, MARION COUNTY, AT THE CITY WATER TANK, IN THE CONCRETE
 MH0113'BASE OF THE NORTHEAST LEG, AND 56 FEET SOUTHWEST OF THE CHICAGO,
 MH0113'ROCK ISLAND AND PACIFIC RAILWAY TRACK.  A STANDARD DISK, STAMPED
 MH0113'877.918 H 5 1930.
 MH0113
 MH0113                          STATION RECOVERY (2005)
 MH0113
 MH0113'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (GAC)
 MH0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0059 ***********************************************************************
 MH0059  DESIGNATION -  H 6
 MH0059  PID         -  MH0059
 MH0059  STATE/COUNTY-  IA/WAPELLO
 MH0059  USGS QUAD   -  PEKIN (1980)
 MH0059
 MH0059                         *CURRENT SURVEY CONTROL
 MH0059  ___________________________________________________________________
 MH0059* NAD 83(1986)-  41 08 03.     (N)    092 12 33.     (W)     SCALED    
 MH0059* NAVD 88     -       240.959  (meters)     790.55   (feet)  ADJUSTED  
 MH0059  ___________________________________________________________________
 MH0059  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MH0059  DYNAMIC HT  -         240.853 (meters)     790.20  (feet)  COMP
 MH0059  MODELED GRAV-     980,175.4   (mgal)                       NAVD 88
 MH0059
 MH0059  VERT ORDER  -  FIRST     CLASS II
 MH0059
 MH0059.The horizontal coordinates were scaled from a topographic map and have
 MH0059.an estimated accuracy of +/- 6 seconds.
 MH0059
 MH0059.The orthometric height was determined by differential leveling
 MH0059.and adjusted by the National Geodetic Survey in June 1991..
 MH0059
 MH0059.The geoid height was determined by GEOID03.
 MH0059
 MH0059.The dynamic height is computed by dividing the NAVD 88
 MH0059.geopotential number by the normal gravity value computed on the
 MH0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0059.degrees latitude (g = 980.6199 gals.).
 MH0059
 MH0059.The modeled gravity was interpolated from observed gravity values.
 MH0059
 MH0059;                    North         East    Units  Estimated Accuracy
 MH0059;SPC IA S     -   126,750.      608,370.      MT  (+/- 180 meters Scaled)
 MH0059
 MH0059                          SUPERSEDED SURVEY CONTROL
 MH0059
 MH0059  NGVD 29 (??/??/92)  240.961  (m)          790.55   (f) ADJ UNCH    1 2
 MH0059
 MH0059.Superseded values are not recommended for survey control.
 MH0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0059.See file dsdata.txt to determine how the superseded data were derived.
 MH0059
 MH0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF663539(NAD 83)
 MH0059_MARKER: DB = BENCH MARK DISK
 MH0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0059_SP_SET: BRIDGE
 MH0059_STAMPING: 790.553 H 6 1930
 MH0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0059
 MH0059  HISTORY     - Date     Condition        Report By
 MH0059  HISTORY     - 1930     MONUMENTED       CGS
 MH0059  HISTORY     - 1940     GOOD             NGS
 MH0059
 MH0059                          STATION DESCRIPTION
 MH0059
 MH0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MH0059'2.5 MI NE FROM FARSON.
 MH0059'2.5 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MH0059'PACIFIC RAILROAD FROM FARSON, WAPELLO COUNTY, IN THE SOUTH SIDE OF
 MH0059'BRIDGE 1-1126 OVER A NORTH-AND-SOUTH ROAD, AND 3 YARDS FROM THE
 MH0059'EAST END.  A STANDARD DISK, STAMPED 790.553 H 6 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0567 ***********************************************************************
 NM0567  DESIGNATION -  H 69 RESET
 NM0567  PID         -  NM0567
 NM0567  STATE/COUNTY-  IA/MONONA
 NM0567  USGS QUAD   -  ONAWA SW (1969)
 NM0567
 NM0567                         *CURRENT SURVEY CONTROL
 NM0567  ___________________________________________________________________
 NM0567* NAD 83(1986)-  42 01 34.     (N)    096 11 03.     (W)     SCALED    
 NM0567* NAVD 88     -       320.871  (meters)    1052.72   (feet)  ADJUSTED  
 NM0567  ___________________________________________________________________
 NM0567  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 NM0567  DYNAMIC HT  -         320.757 (meters)    1052.35  (feet)  COMP
 NM0567  MODELED GRAV-     980,255.8   (mgal)                       NAVD 88
 NM0567
 NM0567  VERT ORDER  -  SECOND    CLASS 0
 NM0567
 NM0567.The horizontal coordinates were scaled from a topographic map and have
 NM0567.an estimated accuracy of +/- 6 seconds.
 NM0567
 NM0567.The orthometric height was determined by differential leveling
 NM0567.and adjusted by the National Geodetic Survey in June 1991..
 NM0567
 NM0567.The geoid height was determined by GEOID03.
 NM0567
 NM0567.The dynamic height is computed by dividing the NAVD 88
 NM0567.geopotential number by the normal gravity value computed on the
 NM0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0567.degrees latitude (g = 980.6199 gals.).
 NM0567
 NM0567.The modeled gravity was interpolated from observed gravity values.
 NM0567
 NM0567;                    North         East    Units  Estimated Accuracy
 NM0567;SPC IA N     - 1,061,970.    1,277,740.      MT  (+/- 180 meters Scaled)
 NM0567
 NM0567                          SUPERSEDED SURVEY CONTROL
 NM0567
 NM0567  NGVD 29 (??/??/92)  320.729  (m)         1052.26   (f) ADJ UNCH    2 0
 NM0567
 NM0567.Superseded values are not recommended for survey control.
 NM0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0567.See file dsdata.txt to determine how the superseded data were derived.
 NM0567
 NM0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM331565(NAD 83)
 NM0567_MARKER: DB = BENCH MARK DISK
 NM0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0567_STAMPING: H 69 1935 RESET 1948
 NM0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0567+STABILITY: SURFACE MOTION
 NM0567
 NM0567  HISTORY     - Date     Condition        Report By
 NM0567  HISTORY     - 1948     MONUMENTED       CGS
 NM0567  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0567
 NM0567                          STATION DESCRIPTION
 NM0567
 NM0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0567'4.7 MI W FROM ONAWA.
 NM0567'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0567'AT ONAWA, THENCE 1.2 MILES WEST ALONG COUNTY ROAD H, AT A T-ROAD
 NM0567'LEADING SOUTH, 34.0 FEET EAST OF THE CENTER LINE OF THE ROAD
 NM0567'LEADING SOUTH, 32.0 FEET SOUTH OF THE CENTER LINE OF THE COUNTY
 NM0567'ROAD, 3.5 FEET EAST OF A TELEPHONE POLE, 2.0 FEET WEST OF A
 NM0567'CORNER FENCE POST, 1.7 FEET NORTH OF A REFERENCE POST, SET IN
 NM0567'LINE WITH THE EAST-WEST ROW OF POLES, SET IN THE TOP OF A CONCRETE
 NM0567'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 NM0567
 NM0567                          STATION RECOVERY (1969)
 NM0567
 NM0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0041 ***********************************************************************
 LE0041  DESIGNATION -  H 7
 LE0041  PID         -  LE0041
 LE0041  STATE/COUNTY-  IA/DAVIS
 LE0041  USGS QUAD   -  BLOOMFIELD NORTH (1980)
 LE0041
 LE0041                         *CURRENT SURVEY CONTROL
 LE0041  ___________________________________________________________________
 LE0041* NAD 83(1986)-  40 49 13.     (N)    092 25 40.     (W)     SCALED    
 LE0041* NAVD 88     -       263.902  (meters)     865.82   (feet)  ADJUSTED  
 LE0041  ___________________________________________________________________
 LE0041  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LE0041  DYNAMIC HT  -         263.775 (meters)     865.40  (feet)  COMP
 LE0041  MODELED GRAV-     980,136.4   (mgal)                       NAVD 88
 LE0041
 LE0041  VERT ORDER  -  FIRST     CLASS II
 LE0041
 LE0041.The horizontal coordinates were scaled from a topographic map and have
 LE0041.an estimated accuracy of +/- 6 seconds.
 LE0041
 LE0041.The orthometric height was determined by differential leveling
 LE0041.and adjusted by the National Geodetic Survey in June 1991..
 LE0041
 LE0041.The geoid height was determined by GEOID03.
 LE0041
 LE0041.The dynamic height is computed by dividing the NAVD 88
 LE0041.geopotential number by the normal gravity value computed on the
 LE0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0041.degrees latitude (g = 980.6199 gals.).
 LE0041
 LE0041.The modeled gravity was interpolated from observed gravity values.
 LE0041
 LE0041;                    North         East    Units  Estimated Accuracy
 LE0041;SPC IA S     -    91,650.      590,450.      MT  (+/- 180 meters Scaled)
 LE0041
 LE0041                          SUPERSEDED SURVEY CONTROL
 LE0041
 LE0041  NGVD 29 (??/??/92)  263.884  (m)          865.76   (f) ADJ UNCH    1 2
 LE0041
 LE0041.Superseded values are not recommended for survey control.
 LE0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0041.See file dsdata.txt to determine how the superseded data were derived.
 LE0041
 LE0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF482189(NAD 83)
 LE0041_MARKER: DB = BENCH MARK DISK
 LE0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0041_STAMPING: 865.717 H 7 1930
 LE0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0041+STABILITY: SURFACE MOTION
 LE0041
 LE0041  HISTORY     - Date     Condition        Report By
 LE0041  HISTORY     - 1930     MONUMENTED       CGS
 LE0041  HISTORY     - 1943     GOOD             NGS
 LE0041
 LE0041                          STATION DESCRIPTION
 LE0041
 LE0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0041'AT BELKNAP.
 LE0041'AT BELKNAP, DAVIS COUNTY, ON THE WABASH RAILWAY ABOUT 400 FEET
 LE0041'NORTH OF THE STATION AND THE CROSSING OF THE CHICAGO, ROCK
 LE0041'ISLAND AND PACIFIC RAILWAY, 100 FEET SOUTHEAST OF A SIGNAL TOWER,
 LE0041'75 FEET NORTH OF THE NORTH LINE OF AN EAST-AND-WEST STREET, AND
 LE0041'21 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 LE0041'STAMPED 865.717 H 7 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0329 ***********************************************************************
 MG0329  DESIGNATION -  H 70
 MG0329  PID         -  MG0329
 MG0329  STATE/COUNTY-  IA/SCOTT
 MG0329  USGS QUAD   -  ELDRIDGE (1991)
 MG0329
 MG0329                         *CURRENT SURVEY CONTROL
 MG0329  ___________________________________________________________________
 MG0329* NAD 83(1986)-  41 39 21.     (N)    090 34 58.     (W)     SCALED    
 MG0329* NAVD 88     -       241.725  (meters)     793.06   (feet)  ADJUSTED  
 MG0329  ___________________________________________________________________
 MG0329  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MG0329  DYNAMIC HT  -         241.632 (meters)     792.75  (feet)  COMP
 MG0329  MODELED GRAV-     980,232.7   (mgal)                       NAVD 88
 MG0329
 MG0329  VERT ORDER  -  SECOND    CLASS 0
 MG0329
 MG0329.The horizontal coordinates were scaled from a topographic map and have
 MG0329.an estimated accuracy of +/- 6 seconds.
 MG0329
 MG0329.The orthometric height was determined by differential leveling
 MG0329.and adjusted by the National Geodetic Survey in June 1991..
 MG0329
 MG0329.The geoid height was determined by GEOID03.
 MG0329
 MG0329.The dynamic height is computed by dividing the NAVD 88
 MG0329.geopotential number by the normal gravity value computed on the
 MG0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0329.degrees latitude (g = 980.6199 gals.).
 MG0329
 MG0329.The modeled gravity was interpolated from observed gravity values.
 MG0329
 MG0329;                    North         East    Units  Estimated Accuracy
 MG0329;SPC IA S     -   187,960.      742,940.      MT  (+/- 180 meters Scaled)
 MG0329
 MG0329                          SUPERSEDED SURVEY CONTROL
 MG0329
 MG0329  NGVD 29 (??/??/92)  241.770  (m)          793.21   (f) ADJ UNCH    2 0
 MG0329
 MG0329.Superseded values are not recommended for survey control.
 MG0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0329.See file dsdata.txt to determine how the superseded data were derived.
 MG0329
 MG0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG012143(NAD 83)
 MG0329_MARKER: DB = BENCH MARK DISK
 MG0329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0329_SP_SET: WATER TANK CONCRETE BASE
 MG0329_STAMPING: H 70 1934
 MG0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0329
 MG0329  HISTORY     - Date     Condition        Report By
 MG0329  HISTORY     - 1934     MONUMENTED       CGS
 MG0329  HISTORY     - 1971     GOOD             NGS
 MG0329  HISTORY     - 19961118 GOOD             USPSQD
 MG0329
 MG0329                          STATION DESCRIPTION
 MG0329
 MG0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0329'AT ELDRIDGE.
 MG0329'AT ELDRIDGE, SCOTT COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0329'AND PACIFIC RAILROAD, 145 YARDS NORTH OF THE STATION TICKET-OFFICE
 MG0329'WINDOW, IN THE TOP OF A CONCRETE ENGINE BASE, 20 FEET EAST
 MG0329'OF THE CENTERLINE OF THE TRACK, 17 FEET SOUTH OF A WATER TANK,
 MG0329'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD
 MG0329'DISK, STAMPED H 70 1934.
 MG0329
 MG0329                          STATION RECOVERY (1971)
 MG0329
 MG0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MG0329'RECOVERED IN GOOD CONDITION.
 MG0329
 MG0329                          STATION RECOVERY (1996)
 MG0329
 MG0329'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0508 ***********************************************************************
 NJ0508  DESIGNATION -  H 71
 NJ0508  PID         -  NJ0508
 NJ0508  STATE/COUNTY-  IA/JONES
 NJ0508  USGS QUAD   -  WYOMING WEST (1980)
 NJ0508
 NJ0508                         *CURRENT SURVEY CONTROL
 NJ0508  ___________________________________________________________________
 NJ0508* NAD 83(1986)-  42 03 33.     (N)    091 00 09.     (W)     SCALED    
 NJ0508* NAVD 88     -       248.031  (meters)     813.75   (feet)  ADJUSTED  
 NJ0508  ___________________________________________________________________
 NJ0508  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 NJ0508  DYNAMIC HT  -         247.943 (meters)     813.46  (feet)  COMP
 NJ0508  MODELED GRAV-     980,262.3   (mgal)                       NAVD 88
 NJ0508
 NJ0508  VERT ORDER  -  SECOND    CLASS 0
 NJ0508
 NJ0508.The horizontal coordinates were scaled from a topographic map and have
 NJ0508.an estimated accuracy of +/- 6 seconds.
 NJ0508
 NJ0508.The orthometric height was determined by differential leveling
 NJ0508.and adjusted by the National Geodetic Survey in June 1991..
 NJ0508
 NJ0508.The geoid height was determined by GEOID03.
 NJ0508
 NJ0508.The dynamic height is computed by dividing the NAVD 88
 NJ0508.geopotential number by the normal gravity value computed on the
 NJ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0508.degrees latitude (g = 980.6199 gals.).
 NJ0508
 NJ0508.The modeled gravity was interpolated from observed gravity values.
 NJ0508
 NJ0508;                    North         East    Units  Estimated Accuracy
 NJ0508;SPC IA N     - 1,065,160.    1,706,700.      MT  (+/- 180 meters Scaled)
 NJ0508
 NJ0508                          SUPERSEDED SURVEY CONTROL
 NJ0508
 NJ0508  NGVD 29 (??/??/92)  248.060  (m)          813.84   (f) ADJ UNCH    2 0
 NJ0508
 NJ0508.Superseded values are not recommended for survey control.
 NJ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0508.See file dsdata.txt to determine how the superseded data were derived.
 NJ0508
 NJ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG652582(NAD 83)
 NJ0508_MARKER: DB = BENCH MARK DISK
 NJ0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0508_STAMPING: H 71 1934
 NJ0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0508+STABILITY: SURFACE MOTION
 NJ0508
 NJ0508  HISTORY     - Date     Condition        Report By
 NJ0508  HISTORY     - 1934     MONUMENTED       CGS
 NJ0508  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0508  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0508
 NJ0508                          STATION DESCRIPTION
 NJ0508
 NJ0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0508'AT WYOMING.
 NJ0508'AT WYOMING, JONES COUNTY, 40 YARDS NORTHWEST OF THE CHICAGO,
 NJ0508'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 1 POLE NORTH
 NJ0508'OF MILEPOST 51, AT THE CENTER OF A CORNER PARK, 20 FEET SOUTHWEST
 NJ0508'OF THE CENTER OF THE CROSSING OF MAIN STREET, 18 FEET WEST OF
 NJ0508'THE CENTERLINE OF THE TRACK, 5 FEET NORTH OF THE SIDEWALK, AND
 NJ0508'5 FEET EAST OF THE CURB.  A STANDARD DISK, STAMPED H 71 1934
 NJ0508'AND SET IN THE TOP OF A CONCRETE POST.
 NJ0508
 NJ0508                          STATION RECOVERY (1977)
 NJ0508
 NJ0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0508'MARK NOT FOUND.
 NJ0508
 NJ0508                          STATION RECOVERY (1998)
 NJ0508
 NJ0508'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0418 ***********************************************************************
 NJ0418  DESIGNATION -  H 72
 NJ0418  PID         -  NJ0418
 NJ0418  STATE/COUNTY-  IA/DELAWARE
 NJ0418  USGS QUAD   -  GREELEY (1965)
 NJ0418
 NJ0418                         *CURRENT SURVEY CONTROL
 NJ0418  ___________________________________________________________________
 NJ0418* NAD 83(1986)-  42 31 02.     (N)    091 20 58.     (W)     SCALED    
 NJ0418* NAVD 88     -       330.241  (meters)    1083.47   (feet)  ADJUSTED  
 NJ0418  ___________________________________________________________________
 NJ0418  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 NJ0418  DYNAMIC HT  -         330.146 (meters)    1083.15  (feet)  COMP
 NJ0418  MODELED GRAV-     980,325.6   (mgal)                       NAVD 88
 NJ0418
 NJ0418  VERT ORDER  -  SECOND    CLASS 0
 NJ0418
 NJ0418.The horizontal coordinates were scaled from a topographic map and have
 NJ0418.an estimated accuracy of +/- 6 seconds.
 NJ0418
 NJ0418.The orthometric height was determined by differential leveling
 NJ0418.and adjusted by the National Geodetic Survey in June 1991..
 NJ0418
 NJ0418.The geoid height was determined by GEOID03.
 NJ0418
 NJ0418.The dynamic height is computed by dividing the NAVD 88
 NJ0418.geopotential number by the normal gravity value computed on the
 NJ0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0418.degrees latitude (g = 980.6199 gals.).
 NJ0418
 NJ0418.The modeled gravity was interpolated from observed gravity values.
 NJ0418
 NJ0418;                    North         East    Units  Estimated Accuracy
 NJ0418;SPC IA N     - 1,115,240.    1,676,700.      MT  (+/- 180 meters Scaled)
 NJ0418
 NJ0418                          SUPERSEDED SURVEY CONTROL
 NJ0418
 NJ0418  NGVD 29 (??/??/92)  330.273  (m)         1083.57   (f) ADJ UNCH    2 0
 NJ0418
 NJ0418.Superseded values are not recommended for survey control.
 NJ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0418.See file dsdata.txt to determine how the superseded data were derived.
 NJ0418
 NJ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH355085(NAD 83)
 NJ0418_MARKER: DB = BENCH MARK DISK
 NJ0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0418_STAMPING: H 72 1934
 NJ0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0418+STABILITY: SURFACE MOTION
 NJ0418
 NJ0418  HISTORY     - Date     Condition        Report By
 NJ0418  HISTORY     - 1934     MONUMENTED       CGS
 NJ0418  HISTORY     - 1964     GOOD             NGS
 NJ0418
 NJ0418                          STATION DESCRIPTION
 NJ0418
 NJ0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0418'1.8 MI SE FROM ONEIDA.
 NJ0418'1.8 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0418'AND PACIFIC RAILROAD FROM THE STATION AT ONEIDA, 9-1/2 POLES
 NJ0418'NORTHWEST OF MILEPOST 48, AT A PRIVATE-ROAD CROSSING, 43 FEET
 NJ0418'WEST OF THE CENTERLINE OF THE TRACK, 10 FEET SOUTH OF THE
 NJ0418'CENTER OF THE ROAD, 6 FEET SOUTHEAST OF A POLE, 2 FEET EAST OF
 NJ0418'THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 NJ0418'A STANDARD DISK, STAMPED H 72 1934 AND SET IN THE TOP OF A CONCRETE
 NJ0418'POST.
 NJ0418
 NJ0418                          STATION RECOVERY (1964)
 NJ0418
 NJ0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NJ0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0411 ***********************************************************************
 NJ0411  DESIGNATION -  H 73
 NJ0411  PID         -  NJ0411
 NJ0411  STATE/COUNTY-  IA/DELAWARE
 NJ0411  USGS QUAD   -  GREELEY (1965)
 NJ0411
 NJ0411                         *CURRENT SURVEY CONTROL
 NJ0411  ___________________________________________________________________
 NJ0411* NAD 83(1986)-  42 30 44.     (N)    091 15 10.     (W)     SCALED    
 NJ0411* NAVD 88     -       294.223  (meters)     965.30   (feet)  ADJUSTED  
 NJ0411  ___________________________________________________________________
 NJ0411  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 NJ0411  DYNAMIC HT  -         294.133 (meters)     965.00  (feet)  COMP
 NJ0411  MODELED GRAV-     980,308.6   (mgal)                       NAVD 88
 NJ0411
 NJ0411  VERT ORDER  -  SECOND    CLASS 0
 NJ0411
 NJ0411.The horizontal coordinates were scaled from a topographic map and have
 NJ0411.an estimated accuracy of +/- 6 seconds.
 NJ0411
 NJ0411.The orthometric height was determined by differential leveling
 NJ0411.and adjusted by the National Geodetic Survey in June 1991..
 NJ0411
 NJ0411.The geoid height was determined by GEOID03.
 NJ0411
 NJ0411.The dynamic height is computed by dividing the NAVD 88
 NJ0411.geopotential number by the normal gravity value computed on the
 NJ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0411.degrees latitude (g = 980.6199 gals.).
 NJ0411
 NJ0411.The modeled gravity was interpolated from observed gravity values.
 NJ0411
 NJ0411;                    North         East    Units  Estimated Accuracy
 NJ0411;SPC IA N     - 1,114,890.    1,684,650.      MT  (+/- 180 meters Scaled)
 NJ0411
 NJ0411                          SUPERSEDED SURVEY CONTROL
 NJ0411
 NJ0411  NGVD 29 (??/??/92)  294.250  (m)          965.39   (f) ADJ UNCH    2 0
 NJ0411
 NJ0411.Superseded values are not recommended for survey control.
 NJ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0411.See file dsdata.txt to determine how the superseded data were derived.
 NJ0411
 NJ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH435081(NAD 83)
 NJ0411_MARKER: DB = BENCH MARK DISK
 NJ0411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0411_SP_SET: CATTLE PASS
 NJ0411_STAMPING: H 73 1934
 NJ0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0411
 NJ0411  HISTORY     - Date     Condition        Report By
 NJ0411  HISTORY     - 1934     MONUMENTED       CGS
 NJ0411  HISTORY     - 1961     GOOD             NGS
 NJ0411
 NJ0411                          STATION DESCRIPTION
 NJ0411
 NJ0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NJ0411'2.1 MI NW FROM PETERSBURG.
 NJ0411'2.1 MILES NORTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NJ0411'FROM THE STATION AT PETERSBURG, DELAWARE COUNTY, 15 POLES
 NJ0411'NORTHWEST OF MILEPOST 209, AT A PUBLIC-ROAD CROSSING, 32 FEET
 NJ0411'WEST OF THE CENTERLINE OF THE ROAD, 12 FEET NORTH OF THE CENTERLINE
 NJ0411'OF THE TRACK, AT A 5- BY 6-FOOT STONE CATTLE PASS, IN THE TOP
 NJ0411'OF THE NORTHEAST CORNER OF THE NORTHWEST STONE WING WALL, AND
 NJ0411'4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 73 1934.
 NJ0411'NOTE-- 1961 USGS REPORTS MARK 3.0 MI. S AND 2.0 MI. W OF,
 NJ0411'T. 89  N., R 3-4 W., NEAR N, 1/16 COR. BETWEEN SECS. 24 AND
 NJ0411'19, 2000 FEET E. OF A PUBLIC ROAD CROSSING, 35 FEET W. OF N-S
 NJ0411'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0565 ***********************************************************************
 NJ0565  DESIGNATION -  H 75
 NJ0565  PID         -  NJ0565
 NJ0565  STATE/COUNTY-  IA/BUCHANAN
 NJ0565  USGS QUAD   -  WALKER (1982)
 NJ0565
 NJ0565                         *CURRENT SURVEY CONTROL
 NJ0565  ___________________________________________________________________
 NJ0565* NAD 83(1986)-  42 19 32.     (N)    091 48 30.     (W)     SCALED    
 NJ0565* NAVD 88     -       279.468  (meters)     916.89   (feet)  ADJUSTED  
 NJ0565  ___________________________________________________________________
 NJ0565  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 NJ0565  DYNAMIC HT  -         279.384 (meters)     916.61  (feet)  COMP
 NJ0565  MODELED GRAV-     980,314.5   (mgal)                       NAVD 88
 NJ0565
 NJ0565  VERT ORDER  -  SECOND    CLASS 0
 NJ0565
 NJ0565.The horizontal coordinates were scaled from a topographic map and have
 NJ0565.an estimated accuracy of +/- 6 seconds.
 NJ0565
 NJ0565.The orthometric height was determined by differential leveling
 NJ0565.and adjusted by the National Geodetic Survey in June 1991..
 NJ0565
 NJ0565.The geoid height was determined by GEOID03.
 NJ0565
 NJ0565.The dynamic height is computed by dividing the NAVD 88
 NJ0565.geopotential number by the normal gravity value computed on the
 NJ0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0565.degrees latitude (g = 980.6199 gals.).
 NJ0565
 NJ0565.The modeled gravity was interpolated from observed gravity values.
 NJ0565
 NJ0565;                    North         East    Units  Estimated Accuracy
 NJ0565;SPC IA N     - 1,093,090.    1,639,430.      MT  (+/- 180 meters Scaled)
 NJ0565
 NJ0565                          SUPERSEDED SURVEY CONTROL
 NJ0565
 NJ0565  NGVD 29 (??/??/92)  279.498  (m)          916.99   (f) ADJ UNCH    2 0
 NJ0565
 NJ0565.Superseded values are not recommended for survey control.
 NJ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0565.See file dsdata.txt to determine how the superseded data were derived.
 NJ0565
 NJ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG981866(NAD 83)
 NJ0565_MARKER: DB = BENCH MARK DISK
 NJ0565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0565_SP_SET: CULVERT
 NJ0565_STAMPING: H 75 1934
 NJ0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0565
 NJ0565  HISTORY     - Date     Condition        Report By
 NJ0565  HISTORY     - 1934     MONUMENTED       CGS
 NJ0565
 NJ0565                          STATION DESCRIPTION
 NJ0565
 NJ0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0565'3 MI NW FROM WALKER.
 NJ0565'IN BUCHANAN COUNTY, 3.0 MILES NORTHWEST ALONG THE CHICAGO, ROCK
 NJ0565'ISLAND AND PACIFIC RAILWAY FROM THE STATION AT WALKER, LINN COUNTY,
 NJ0565'21 POLES NORTHWEST OF MILEPOST 27, AT A 6- BY 8-FOOT REINFORCED
 NJ0565'CONCRETE BOX CULVERT AND CATTLE GUARD, IN THE TOP OF THE NORTHWEST
 NJ0565'END OF THE NORTHEAST CONCRETE HEADWALL, 10 FEET NORTHEAST OF THE
 NJ0565'CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN THE TRACK.  A
 NJ0565'STANDARD DISK, STAMPED H 75 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0638 ***********************************************************************
 MG0638  DESIGNATION -  H 76
 MG0638  PID         -  MG0638
 MG0638  STATE/COUNTY-  IA/LINN
 MG0638  USGS QUAD   -  ELY (1994)
 MG0638
 MG0638                         *CURRENT SURVEY CONTROL
 MG0638  ___________________________________________________________________
 MG0638* NAD 83(1986)-  41 52 26.     (N)    091 35 05.     (W)     SCALED    
 MG0638* NAVD 88     -       224.529  (meters)     736.64   (feet)  ADJUSTED  
 MG0638  ___________________________________________________________________
 MG0638  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 MG0638  DYNAMIC HT  -         224.444 (meters)     736.36  (feet)  COMP
 MG0638  MODELED GRAV-     980,240.8   (mgal)                       NAVD 88
 MG0638
 MG0638  VERT ORDER  -  SECOND    CLASS 0
 MG0638
 MG0638.The horizontal coordinates were scaled from a topographic map and have
 MG0638.an estimated accuracy of +/- 6 seconds.
 MG0638
 MG0638.The orthometric height was determined by differential leveling
 MG0638.and adjusted by the National Geodetic Survey in June 1991..
 MG0638
 MG0638.The geoid height was determined by GEOID03.
 MG0638
 MG0638.The dynamic height is computed by dividing the NAVD 88
 MG0638.geopotential number by the normal gravity value computed on the
 MG0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0638.degrees latitude (g = 980.6199 gals.).
 MG0638
 MG0638.The modeled gravity was interpolated from observed gravity values.
 MG0638
 MG0638;                    North         East    Units  Estimated Accuracy
 MG0638;SPC IA N     - 1,043,330.    1,658,990.      MT  (+/- 180 meters Scaled)
 MG0638
 MG0638                          SUPERSEDED SURVEY CONTROL
 MG0638
 MG0638  NGVD 29 (??/??/92)  224.557  (m)          736.73   (f) ADJ UNCH    2 0
 MG0638
 MG0638.Superseded values are not recommended for survey control.
 MG0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0638.See file dsdata.txt to determine how the superseded data were derived.
 MG0638
 MG0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG174367(NAD 83)
 MG0638_MARKER: DB = BENCH MARK DISK
 MG0638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0638_SP_SET: FOUNDATION
 MG0638_STAMPING: H 76 1934
 MG0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0638
 MG0638  HISTORY     - Date     Condition        Report By
 MG0638  HISTORY     - 1934     MONUMENTED       CGS
 MG0638  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0638  HISTORY     - 19980716 MARK NOT FOUND   USPSQD
 MG0638
 MG0638                          STATION DESCRIPTION
 MG0638
 MG0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0638'AT ELY.
 MG0638'AT ELY, LINN COUNTY, AT THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0638'RAILWAY STATION, AT A SEMAPHORE SIGNAL, IN THE TOP OF THE EAST
 MG0638'CORNER OF THE CONCRETE FOUNDATION, 18 FEET SOUTHWEST OF THE
 MG0638'CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD
 MG0638'DISK, STAMPED H 76 1934.
 MG0638
 MG0638                          STATION RECOVERY (1998)
 MG0638
 MG0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0638'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 MG0638
 MG0638                          STATION RECOVERY (1998)
 MG0638
 MG0638'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0918 ***********************************************************************
 MG0918  DESIGNATION -  H 77 RESET
 MG0918  PID         -  MG0918
 MG0918  STATE/COUNTY-  IA/MUSCATINE
 MG0918  USGS QUAD   -  NICHOLS (1970)
 MG0918
 MG0918                         *CURRENT SURVEY CONTROL
 MG0918  ___________________________________________________________________
 MG0918* NAD 83(1986)-  41 27 59.     (N)    091 19 06.     (W)     SCALED    
 MG0918* NAVD 88     -       190.92   (meters)     626.4    (feet)  RESET     
 MG0918  ___________________________________________________________________
 MG0918  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0918
 MG0918  VERT ORDER  -  THIRD
 MG0918
 MG0918.The horizontal coordinates were scaled from a topographic map and have
 MG0918.an estimated accuracy of +/- 6 seconds.
 MG0918
 MG0918.The orthometric height was computed from unverified reset data.
 MG0918
 MG0918.The geoid height was determined by GEOID03.
 MG0918
 MG0918;                    North         East    Units  Estimated Accuracy
 MG0918;SPC IA S     -   165,130.      682,230.      MT  (+/- 180 meters Scaled)
 MG0918
 MG0918                          SUPERSEDED SURVEY CONTROL
 MG0918
 MG0918  NGVD 29 (05/12/04)  190.98   (m)          626.6    (f) RESET       3  
 MG0918
 MG0918.Superseded values are not recommended for survey control.
 MG0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0918.See file dsdata.txt to determine how the superseded data were derived.
 MG0918
 MG0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF404918(NAD 83)
 MG0918_MARKER: DB = BENCH MARK DISK
 MG0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0918_SP_SET: CONCRETE POST
 MG0918_STAMPING: H 77 RESET 1967
 MG0918_MARK LOGO: CGS   
 MG0918_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0918+STABILITY: SURFACE MOTION
 MG0918
 MG0918  HISTORY     - Date     Condition        Report By
 MG0918  HISTORY     - 1967     MONUMENTED       CGS
 MG0918  HISTORY     - 19980716 GOOD             USPSQD
 MG0918  HISTORY     - 19980814 GOOD             USPSQD
 MG0918  HISTORY     - 20000404 GOOD             AERSVC
 MG0918
 MG0918                          STATION DESCRIPTION
 MG0918
 MG0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MG0918'1.2 MILES (1.9 KM) SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND, AND
 MG0918'PACIFIC RAILWAY FROM THE CITY HALL IN NICHOLS, ACROSS THE HIGHWAY
 MG0918'FROM A ROAD LEADING WEST, 54 FEET (16.5 M) EAST OF THE INTERSECTION
 MG0918'OF A T-ROAD WEST AND STATE HIGHWAY 76, 15 FEET (4.6 M) NORTH OF THE
 MG0918'CENTER OF A FIELD ENTRANCE, 8 FEET (2.4 M) SOUTHWEST OF A POWERLINE
 MG0918'POLE, 1 FOOT (0.3 M) NORTHWEST OF NORTH GATE POST, PROJECTS 3 INCHES.
 MG0918
 MG0918                          STATION RECOVERY (1998)
 MG0918
 MG0918'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0918'RECOVERED IN GOOD CONDITION.
 MG0918
 MG0918                          STATION RECOVERY (1998)
 MG0918
 MG0918'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0918'RECOVERED IN GOOD CONDITION.
 MG0918
 MG0918                          STATION RECOVERY (2000)
 MG0918
 MG0918'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0918'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0360 ***********************************************************************
 MG0360  DESIGNATION -  H 78
 MG0360  PID         -  MG0360
 MG0360  STATE/COUNTY-  IA/SCOTT
 MG0360  USGS QUAD   -  DIXON (1991)
 MG0360
 MG0360                         *CURRENT SURVEY CONTROL
 MG0360  ___________________________________________________________________
 MG0360* NAD 83(1986)-  41 43 06.     (N)    090 51 19.     (W)     SCALED    
 MG0360* NAVD 88     -       228.477  (meters)     749.60   (feet)  ADJUSTED  
 MG0360  ___________________________________________________________________
 MG0360  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MG0360  DYNAMIC HT  -         228.393 (meters)     749.32  (feet)  COMP
 MG0360  MODELED GRAV-     980,247.8   (mgal)                       NAVD 88
 MG0360
 MG0360  VERT ORDER  -  SECOND    CLASS 0
 MG0360
 MG0360.The horizontal coordinates were scaled from a topographic map and have
 MG0360.an estimated accuracy of +/- 6 seconds.
 MG0360
 MG0360.The orthometric height was determined by differential leveling
 MG0360.and adjusted by the National Geodetic Survey in June 1991..
 MG0360
 MG0360.The geoid height was determined by GEOID03.
 MG0360
 MG0360.The dynamic height is computed by dividing the NAVD 88
 MG0360.geopotential number by the normal gravity value computed on the
 MG0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0360.degrees latitude (g = 980.6199 gals.).
 MG0360
 MG0360.The modeled gravity was interpolated from observed gravity values.
 MG0360
 MG0360;                    North         East    Units  Estimated Accuracy
 MG0360;SPC IA S     -   194,170.      720,050.      MT  (+/- 180 meters Scaled)
 MG0360
 MG0360                          SUPERSEDED SURVEY CONTROL
 MG0360
 MG0360  NGVD 29 (??/??/92)  228.517  (m)          749.73   (f) ADJ UNCH    2 0
 MG0360
 MG0360.Superseded values are not recommended for survey control.
 MG0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0360.See file dsdata.txt to determine how the superseded data were derived.
 MG0360
 MG0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG784207(NAD 83)
 MG0360_MARKER: DB = BENCH MARK DISK
 MG0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0360_SP_SET: ABUTMENT
 MG0360_STAMPING: H 78 1934
 MG0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0360
 MG0360  HISTORY     - Date     Condition        Report By
 MG0360  HISTORY     - 1934     MONUMENTED       CGS
 MG0360  HISTORY     - 19961118 MARK NOT FOUND   USPSQD
 MG0360  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0360
 MG0360                          STATION DESCRIPTION
 MG0360
 MG0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0360'1.4 MI NE FROM NEW LIBERTY.
 MG0360'1.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0360'RAILWAY FROM THE LIBERTY TRUST AND SAVINGS BANK AT NEW LIBERTY,
 MG0360'SCOTT COUNTY, 8 POLES NORTHEAST OF MILEPOST 54, AT 35-FOOT STEEL
 MG0360'BRIDGE 543, IN THE SOUTHEAST END OF THE BACK WALL OF THE NORTHEAST
 MG0360'STONE ABUTMENT, 10 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 MG0360'AND ONE FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED H 78 1934.
 MG0360
 MG0360                          STATION RECOVERY (1996)
 MG0360
 MG0360'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0360'MARK NOT FOUND.
 MG0360
 MG0360                          STATION RECOVERY (2000)
 MG0360
 MG0360'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0360'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0235 ***********************************************************************
 NJ0235  DESIGNATION -  H 79
 NJ0235  PID         -  NJ0235
 NJ0235  STATE/COUNTY-  IA/JACKSON
 NJ0235  USGS QUAD   -  DELMAR NORTH (1980)
 NJ0235
 NJ0235                         *CURRENT SURVEY CONTROL
 NJ0235  ___________________________________________________________________
 NJ0235* NAD 83(1986)-  42 03 12.     (N)    090 36 45.     (W)     SCALED    
 NJ0235* NAVD 88     -       255.810  (meters)     839.27   (feet)  ADJUSTED  
 NJ0235  ___________________________________________________________________
 NJ0235  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 NJ0235  DYNAMIC HT  -         255.721 (meters)     838.98  (feet)  COMP
 NJ0235  MODELED GRAV-     980,269.5   (mgal)                       NAVD 88
 NJ0235
 NJ0235  VERT ORDER  -  SECOND    CLASS 0
 NJ0235
 NJ0235.The horizontal coordinates were scaled from a topographic map and have
 NJ0235.an estimated accuracy of +/- 6 seconds.
 NJ0235
 NJ0235.The orthometric height was determined by differential leveling
 NJ0235.and adjusted by the National Geodetic Survey in June 1991..
 NJ0235
 NJ0235.The geoid height was determined by GEOID03.
 NJ0235
 NJ0235.The dynamic height is computed by dividing the NAVD 88
 NJ0235.geopotential number by the normal gravity value computed on the
 NJ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0235.degrees latitude (g = 980.6199 gals.).
 NJ0235
 NJ0235.The modeled gravity was interpolated from observed gravity values.
 NJ0235
 NJ0235;                    North         East    Units  Estimated Accuracy
 NJ0235;SPC IA N     - 1,065,540.    1,738,990.      MT  (+/- 180 meters Scaled)
 NJ0235
 NJ0235                          SUPERSEDED SURVEY CONTROL
 NJ0235
 NJ0235  NGVD 29 (??/??/92)  255.850  (m)          839.40   (f) ADJ UNCH    2 0
 NJ0235
 NJ0235.Superseded values are not recommended for survey control.
 NJ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0235.See file dsdata.txt to determine how the superseded data were derived.
 NJ0235
 NJ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG975584(NAD 83)
 NJ0235_MARKER: DB = BENCH MARK DISK
 NJ0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0235_SP_SET: CATTLE PASS
 NJ0235_STAMPING: H 79 1934
 NJ0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0235
 NJ0235  HISTORY     - Date     Condition        Report By
 NJ0235  HISTORY     - 1934     MONUMENTED       CGS
 NJ0235  HISTORY     - 19941026 GOOD             USPSQD
 NJ0235  HISTORY     - 20010331 GOOD             NGS
 NJ0235
 NJ0235                          STATION DESCRIPTION
 NJ0235
 NJ0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0235'3.1 MI E FROM MAQUOKETA.
 NJ0235'3.1 MILES EAST ALONG STATE HIGHWAY 64 FROM THE CITY HALL AT
 NJ0235'MAQUOKETA, JACKSON COUNTY, 150 FEET NORTHWEST OF A PRIVATE
 NJ0235'ROAD LEADING TO A FARMHOUSE, AT A 4- BY 6-FOOT CONCRETE CATTLE
 NJ0235'PASS, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL,
 NJ0235'AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 NJ0235'H 79 1934.
 NJ0235
 NJ0235                          STATION RECOVERY (1994)
 NJ0235
 NJ0235'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0235'RECOVERED IN GOOD CONDITION.
 NJ0235
 NJ0235                          STATION RECOVERY (2001)
 NJ0235
 NJ0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0235'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0420 ***********************************************************************
 MG0420  DESIGNATION -  H 8
 MG0420  PID         -  MG0420
 MG0420  STATE/COUNTY-  IA/MUSCATINE
 MG0420  USGS QUAD   -  NICHOLS (1970)
 MG0420
 MG0420                         *CURRENT SURVEY CONTROL
 MG0420  ___________________________________________________________________
 MG0420* NAD 83(1986)-  41 22 31.     (N)    091 19 35.     (W)     SCALED    
 MG0420* NAVD 88     -       182.565  (meters)     598.97   (feet)  ADJUSTED  
 MG0420  ___________________________________________________________________
 MG0420  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0420  DYNAMIC HT  -         182.491 (meters)     598.72  (feet)  COMP
 MG0420  MODELED GRAV-     980,213.9   (mgal)                       NAVD 88
 MG0420
 MG0420  VERT ORDER  -  FIRST     CLASS II
 MG0420
 MG0420.The horizontal coordinates were scaled from a topographic map and have
 MG0420.an estimated accuracy of +/- 6 seconds.
 MG0420
 MG0420.The orthometric height was determined by differential leveling
 MG0420.and adjusted by the National Geodetic Survey in June 1991..
 MG0420
 MG0420.The geoid height was determined by GEOID03.
 MG0420
 MG0420.The dynamic height is computed by dividing the NAVD 88
 MG0420.geopotential number by the normal gravity value computed on the
 MG0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0420.degrees latitude (g = 980.6199 gals.).
 MG0420
 MG0420.The modeled gravity was interpolated from observed gravity values.
 MG0420
 MG0420;                    North         East    Units  Estimated Accuracy
 MG0420;SPC IA S     -   155,000.      681,810.      MT  (+/- 180 meters Scaled)
 MG0420
 MG0420                          SUPERSEDED SURVEY CONTROL
 MG0420
 MG0420  NGVD 29 (??/??/92)  182.627  (m)          599.17   (f) ADJ UNCH    1 2
 MG0420
 MG0420.Superseded values are not recommended for survey control.
 MG0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0420.See file dsdata.txt to determine how the superseded data were derived.
 MG0420
 MG0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF399817(NAD 83)
 MG0420_MARKER: DB = BENCH MARK DISK
 MG0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0420+STABILITY: SURFACE MOTION
 MG0420
 MG0420  HISTORY     - Date     Condition        Report By
 MG0420  HISTORY     - UNK      MONUMENTED       CGS
 MG0420  HISTORY     - 1930     GOOD             NGS
 MG0420  HISTORY     - 19980716 MARK NOT FOUND   USPSQD
 MG0420  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 MG0420  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0420
 MG0420                          STATION DESCRIPTION
 MG0420
 MG0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 MG0420'1.3 MI E FROM CONE.
 MG0420'ON THE C.M.ST. P. AND P.R.R., ON THE RAILROAD BRIDGE ACROSS
 MG0420'CONE LAKE.  MARK IS ON THE WEST PIER, SOUTH SIDE OF THE
 MG0420'RAILROAD.
 MG0420
 MG0420                          STATION RECOVERY (1998)
 MG0420
 MG0420'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0420'MARK NOT FOUND.
 MG0420
 MG0420                          STATION RECOVERY (1998)
 MG0420
 MG0420'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0420'MARK NOT FOUND.
 MG0420
 MG0420                          STATION RECOVERY (2000)
 MG0420
 MG0420'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0420'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0421 ***********************************************************************
 MG0421  DESIGNATION -  H 8 RESET
 MG0421  PID         -  MG0421
 MG0421  STATE/COUNTY-  IA/MUSCATINE
 MG0421  USGS QUAD   -  NICHOLS (1970)
 MG0421
 MG0421                         *CURRENT SURVEY CONTROL
 MG0421  ___________________________________________________________________
 MG0421* NAD 83(1986)-  41 22 31.     (N)    091 19 35.     (W)     SCALED    
 MG0421* NAVD 88     -       183.02   (meters)     600.5    (feet)  RESET     
 MG0421  ___________________________________________________________________
 MG0421  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0421
 MG0421  VERT ORDER  -  THIRD
 MG0421
 MG0421.The horizontal coordinates were scaled from a topographic map and have
 MG0421.an estimated accuracy of +/- 6 seconds.
 MG0421
 MG0421.The orthometric height was computed from unverified reset data.
 MG0421.No vertical observational check was made to the station.
 MG0421
 MG0421.The geoid height was determined by GEOID03.
 MG0421
 MG0421;                    North         East    Units  Estimated Accuracy
 MG0421;SPC IA S     -   155,000.      681,810.      MT  (+/- 180 meters Scaled)
 MG0421
 MG0421                          SUPERSEDED SURVEY CONTROL
 MG0421
 MG0421  NGVD 29 (??/??/??)  183.08   (m)          600.7    (f) RESET       3  
 MG0421
 MG0421.Superseded values are not recommended for survey control.
 MG0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0421.See file dsdata.txt to determine how the superseded data were derived.
 MG0421
 MG0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF399817(NAD 83)
 MG0421_MARKER: DB = BENCH MARK DISK
 MG0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0421_SP_SET: PIER
 MG0421_STAMPING: H 8 RESET 1949
 MG0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0421
 MG0421  HISTORY     - Date     Condition        Report By
 MG0421  HISTORY     - 1949     MONUMENTED       CMPPRR
 MG0421  HISTORY     - 19980716 MARK NOT FOUND   USPSQD
 MG0421  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 MG0421
 MG0421                          STATION DESCRIPTION
 MG0421
 MG0421'DESCRIBED BY MILWAUKEE AND PACIF 1949
 MG0421'1.3 MI E FROM CONE.
 MG0421'1.3 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MG0421'PACIFIC RAILROAD FROM CONE, MUSCATINE COUNTY, AT BRIDGE I-1046
 MG0421'OVER CONE LAKE, IN THE TOP OF THE WEST PIER, AND SOUTH OF THE
 MG0421'TRACK.
 MG0421
 MG0421                          STATION RECOVERY (1998)
 MG0421
 MG0421'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0421'MARK NOT FOUND.
 MG0421
 MG0421                          STATION RECOVERY (1998)
 MG0421
 MG0421'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0487 ***********************************************************************
 NJ0487  DESIGNATION -  H 80
 NJ0487  PID         -  NJ0487
 NJ0487  STATE/COUNTY-  IA/JONES
 NJ0487  USGS QUAD   -  ANAMOSA (1973)
 NJ0487
 NJ0487                         *CURRENT SURVEY CONTROL
 NJ0487  ___________________________________________________________________
 NJ0487* NAD 83(1986)-  42 06 41.     (N)    091 20 27.     (W)     SCALED    
 NJ0487* NAVD 88     -       243.778  (meters)     799.79   (feet)  ADJUSTED  
 NJ0487  ___________________________________________________________________
 NJ0487  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 NJ0487  DYNAMIC HT  -         243.688 (meters)     799.50  (feet)  COMP
 NJ0487  MODELED GRAV-     980,246.9   (mgal)                       NAVD 88
 NJ0487
 NJ0487  VERT ORDER  -  SECOND    CLASS 0
 NJ0487
 NJ0487.The horizontal coordinates were scaled from a topographic map and have
 NJ0487.an estimated accuracy of +/- 6 seconds.
 NJ0487
 NJ0487.The orthometric height was determined by differential leveling
 NJ0487.and adjusted by the National Geodetic Survey in June 1991..
 NJ0487
 NJ0487.The geoid height was determined by GEOID03.
 NJ0487
 NJ0487.The dynamic height is computed by dividing the NAVD 88
 NJ0487.geopotential number by the normal gravity value computed on the
 NJ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0487.degrees latitude (g = 980.6199 gals.).
 NJ0487
 NJ0487.The modeled gravity was interpolated from observed gravity values.
 NJ0487
 NJ0487;                    North         East    Units  Estimated Accuracy
 NJ0487;SPC IA N     - 1,070,190.    1,678,560.      MT  (+/- 180 meters Scaled)
 NJ0487
 NJ0487                          SUPERSEDED SURVEY CONTROL
 NJ0487
 NJ0487  NGVD 29 (??/??/92)  243.806  (m)          799.89   (f) ADJ UNCH    2 0
 NJ0487
 NJ0487.Superseded values are not recommended for survey control.
 NJ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0487.See file dsdata.txt to determine how the superseded data were derived.
 NJ0487
 NJ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG371634(NAD 83)
 NJ0487_MARKER: DB = BENCH MARK DISK
 NJ0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0487_SP_SET: STEP
 NJ0487_STAMPING: H 80 1934
 NJ0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0487
 NJ0487  HISTORY     - Date     Condition        Report By
 NJ0487  HISTORY     - 1934     MONUMENTED       CGS
 NJ0487  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 NJ0487  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0487
 NJ0487                          STATION DESCRIPTION
 NJ0487
 NJ0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0487'0.6 MI E FROM STONE CITY.
 NJ0487'0.6 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NJ0487'RAILROAD FROM THE POST OFFICE AT STONE CITY, JONES COUNTY, 3
 NJ0487'POLES SOUTHEAST OF MILEPOST 10, 80 FEET NORTHWEST OF STONE
 NJ0487'CULVERT H 821, AT AN OLD STONE QUARRY, AT AN OLD STONE HOUSE, IN
 NJ0487'THE TOP OF THE SECOND STONE STEP OF THE FRONT ENTRANCE, 45 FEET
 NJ0487'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND ABOUT LEVEL WITH
 NJ0487'THE TRACK.  A STANDARD DISK, STAMPED H 80 1934.
 NJ0487
 NJ0487                          STATION RECOVERY (1995)
 NJ0487
 NJ0487'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0487'MARK NOT FOUND.
 NJ0487
 NJ0487                          STATION RECOVERY (1998)
 NJ0487
 NJ0487'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0556 ***********************************************************************
 NJ0556  DESIGNATION -  H 81
 NJ0556  PID         -  NJ0556
 NJ0556  STATE/COUNTY-  IA/BENTON
 NJ0556  USGS QUAD   -  CENTER POINT NW (1968)
 NJ0556
 NJ0556                         *CURRENT SURVEY CONTROL
 NJ0556  ___________________________________________________________________
 NJ0556* NAD 83(1986)-  42 07 43.     (N)    091 56 28.     (W)     SCALED    
 NJ0556* NAVD 88     -       259.299  (meters)     850.72   (feet)  ADJUSTED  
 NJ0556  ___________________________________________________________________
 NJ0556  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 NJ0556  DYNAMIC HT  -         259.216 (meters)     850.44  (feet)  COMP
 NJ0556  MODELED GRAV-     980,295.9   (mgal)                       NAVD 88
 NJ0556
 NJ0556  VERT ORDER  -  SECOND    CLASS 0
 NJ0556
 NJ0556.The horizontal coordinates were scaled from a topographic map and have
 NJ0556.an estimated accuracy of +/- 6 seconds.
 NJ0556
 NJ0556.The orthometric height was determined by differential leveling
 NJ0556.and adjusted by the National Geodetic Survey in June 1991..
 NJ0556
 NJ0556.The geoid height was determined by GEOID03.
 NJ0556
 NJ0556.The dynamic height is computed by dividing the NAVD 88
 NJ0556.geopotential number by the normal gravity value computed on the
 NJ0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0556.degrees latitude (g = 980.6199 gals.).
 NJ0556
 NJ0556.The modeled gravity was interpolated from observed gravity values.
 NJ0556
 NJ0556;                    North         East    Units  Estimated Accuracy
 NJ0556;SPC IA N     - 1,071,010.    1,628,890.      MT  (+/- 180 meters Scaled)
 NJ0556
 NJ0556                          SUPERSEDED SURVEY CONTROL
 NJ0556
 NJ0556  NGVD 29 (??/??/92)  259.298  (m)          850.71   (f) ADJ UNCH    2 0
 NJ0556
 NJ0556.Superseded values are not recommended for survey control.
 NJ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0556.See file dsdata.txt to determine how the superseded data were derived.
 NJ0556
 NJ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG875645(NAD 83)
 NJ0556_MARKER: DB = BENCH MARK DISK
 NJ0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0556_SP_SET: CULVERT
 NJ0556_STAMPING: H 81 1934
 NJ0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0556
 NJ0556  HISTORY     - Date     Condition        Report By
 NJ0556  HISTORY     - 1934     MONUMENTED       CGS
 NJ0556
 NJ0556                          STATION DESCRIPTION
 NJ0556
 NJ0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0556'AT GREASERS.
 NJ0556'AT GREASERS, BENTON COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 NJ0556'PACIFIC RAILWAY, 31 POLES NORTHWEST OF MILEPOST 31, 150 FEET
 NJ0556'NORTHWEST OF THE STATION SIGN, AT A 30-INCH CAST IRON PIPE
 NJ0556'CULVERT, IN THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL,
 NJ0556'14 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 NJ0556'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED H 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0120 ***********************************************************************
 NK0120  DESIGNATION -  H 82
 NK0120  PID         -  NK0120
 NK0120  STATE/COUNTY-  IA/TAMA
 NK0120  USGS QUAD   -  REINBECK (1971)
 NK0120
 NK0120                         *CURRENT SURVEY CONTROL
 NK0120  ___________________________________________________________________
 NK0120* NAD 83(1986)-  42 17 02.     (N)    092 33 14.     (W)     SCALED    
 NK0120* NAVD 88     -       292.048  (meters)     958.16   (feet)  ADJUSTED  
 NK0120  ___________________________________________________________________
 NK0120  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 NK0120  DYNAMIC HT  -         291.944 (meters)     957.82  (feet)  COMP
 NK0120  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 NK0120
 NK0120  VERT ORDER  -  SECOND    CLASS 0
 NK0120
 NK0120.The horizontal coordinates were scaled from a topographic map and have
 NK0120.an estimated accuracy of +/- 6 seconds.
 NK0120
 NK0120.The orthometric height was determined by differential leveling
 NK0120.and adjusted by the National Geodetic Survey in June 1991..
 NK0120
 NK0120.The geoid height was determined by GEOID03.
 NK0120
 NK0120.The dynamic height is computed by dividing the NAVD 88
 NK0120.geopotential number by the normal gravity value computed on the
 NK0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0120.degrees latitude (g = 980.6199 gals.).
 NK0120
 NK0120.The modeled gravity was interpolated from observed gravity values.
 NK0120
 NK0120;                    North         East    Units  Estimated Accuracy
 NK0120;SPC IA N     - 1,087,510.    1,578,030.      MT  (+/- 180 meters Scaled)
 NK0120
 NK0120                          SUPERSEDED SURVEY CONTROL
 NK0120
 NK0120.No superseded survey control is available for this station.
 NK0120
 NK0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG367813(NAD 83)
 NK0120_MARKER: DB = BENCH MARK DISK
 NK0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0120_SP_SET: STONE
 NK0120_STAMPING: H 82 1934
 NK0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0120+STABILITY: SURFACE MOTION
 NK0120
 NK0120  HISTORY     - Date     Condition        Report By
 NK0120  HISTORY     - 1934     MONUMENTED       CGS
 NK0120
 NK0120                          STATION DESCRIPTION
 NK0120
 NK0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0120'1.8 MI NW FROM DINSDALE.
 NK0120'1.8 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0120'RAILWAY FROM THE STATION AT DINSDALE, TAMA COUNTY, 19 POLES
 NK0120'NORTHWEST OF MILEPOST 55, AT A 20-FOOT ARCH CATTLEPASS, IN THE
 NK0120'SOUTHEAST END OF THE SOUTHWEST STONE HEADWALL, 12 FEET SOUTHWEST
 NK0120'OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 NK0120'RAIL.  A STANDARD DISK, STAMPED H 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0172 ***********************************************************************
 MH0172  DESIGNATION -  H 83
 MH0172  PID         -  MH0172
 MH0172  STATE/COUNTY-  IA/TAMA
 MH0172  USGS QUAD   -  MONTOUR (1980)
 MH0172
 MH0172                         *CURRENT SURVEY CONTROL
 MH0172  ___________________________________________________________________
 MH0172* NAD 83(1986)-  41 58 51.     (N)    092 42 49.     (W)     SCALED    
 MH0172* NAVD 88     -       260.171  (meters)     853.58   (feet)  ADJUSTED  
 MH0172  ___________________________________________________________________
 MH0172  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 MH0172  DYNAMIC HT  -         260.073 (meters)     853.26  (feet)  COMP
 MH0172  MODELED GRAV-     980,236.7   (mgal)                       NAVD 88
 MH0172
 MH0172  VERT ORDER  -  SECOND    CLASS 0
 MH0172
 MH0172.The horizontal coordinates were scaled from a topographic map and have
 MH0172.an estimated accuracy of +/- 6 seconds.
 MH0172
 MH0172.The orthometric height was determined by differential leveling
 MH0172.and adjusted by the National Geodetic Survey in June 1991..
 MH0172
 MH0172.The geoid height was determined by GEOID03.
 MH0172
 MH0172.The dynamic height is computed by dividing the NAVD 88
 MH0172.geopotential number by the normal gravity value computed on the
 MH0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0172.degrees latitude (g = 980.6199 gals.).
 MH0172
 MH0172.The modeled gravity was interpolated from observed gravity values.
 MH0172
 MH0172;                    North         East    Units  Estimated Accuracy
 MH0172;SPC IA N     - 1,053,710.    1,565,170.      MT  (+/- 180 meters Scaled)
 MH0172
 MH0172                          SUPERSEDED SURVEY CONTROL
 MH0172
 MH0172  NGVD 29 (??/??/92)  260.160  (m)          853.54   (f) ADJ UNCH    2 0
 MH0172
 MH0172.Superseded values are not recommended for survey control.
 MH0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0172.See file dsdata.txt to determine how the superseded data were derived.
 MH0172
 MH0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG237476(NAD 83)
 MH0172_MARKER: DB = BENCH MARK DISK
 MH0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0172_STAMPING: H 83 1934
 MH0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0172+STABILITY: SURFACE MOTION
 MH0172
 MH0172  HISTORY     - Date     Condition        Report By
 MH0172  HISTORY     - 1934     MONUMENTED       CGS
 MH0172
 MH0172                          STATION DESCRIPTION
 MH0172
 MH0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0172'AT MONTOUR.
 MH0172'AT MONTOUR, TAMA COUNTY, 100 FEET WEST OF THE CHICAGO AND NORTH
 MH0172'WESTERN RAILWAY STATION, AT MILEPOST 140, 38 FEET WEST OF THE
 MH0172'CENTER OF A PUBLIC ROAD CROSSING, IN THE CENTER OF THE SOUTH
 MH0172'SIDE OF THE CONCRETE FOUNDATION OF A SIGNAL INSTRUMENT BOX, AND
 MH0172'10 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK.  A STANDARD
 MH0172'DISK, STAMPED H 83 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0010 ***********************************************************************
 MH0010  DESIGNATION -  H 84
 MH0010  PID         -  MH0010
 MH0010  STATE/COUNTY-  IA/BENTON
 MH0010  USGS QUAD   -  BLAIRSTOWN (1965)
 MH0010
 MH0010                         *CURRENT SURVEY CONTROL
 MH0010  ___________________________________________________________________
 MH0010* NAD 83(1986)-  41 54 36.     (N)    092 05 05.     (W)     SCALED    
 MH0010* NAVD 88     -       255.806  (meters)     839.26   (feet)  ADJUSTED  
 MH0010  ___________________________________________________________________
 MH0010  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 MH0010  DYNAMIC HT  -         255.714 (meters)     838.96  (feet)  COMP
 MH0010  MODELED GRAV-     980,254.6   (mgal)                       NAVD 88
 MH0010
 MH0010  VERT ORDER  -  SECOND    CLASS 0
 MH0010
 MH0010.The horizontal coordinates were scaled from a topographic map and have
 MH0010.an estimated accuracy of +/- 6 seconds.
 MH0010
 MH0010.The orthometric height was determined by differential leveling
 MH0010.and adjusted by the National Geodetic Survey in June 1991..
 MH0010
 MH0010.The geoid height was determined by GEOID03.
 MH0010
 MH0010.The dynamic height is computed by dividing the NAVD 88
 MH0010.geopotential number by the normal gravity value computed on the
 MH0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0010.degrees latitude (g = 980.6199 gals.).
 MH0010
 MH0010.The modeled gravity was interpolated from observed gravity values.
 MH0010
 MH0010;                    North         East    Units  Estimated Accuracy
 MH0010;SPC IA N     - 1,046,530.    1,617,420.      MT  (+/- 180 meters Scaled)
 MH0010
 MH0010                          SUPERSEDED SURVEY CONTROL
 MH0010
 MH0010  NGVD 29 (??/??/92)  255.808  (m)          839.26   (f) ADJ UNCH    2 0
 MH0010
 MH0010.Superseded values are not recommended for survey control.
 MH0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0010.See file dsdata.txt to determine how the superseded data were derived.
 MH0010
 MH0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG759401(NAD 83)
 MH0010_MARKER: DB = BENCH MARK DISK
 MH0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0010_STAMPING: H 84 1934
 MH0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0010+STABILITY: SURFACE MOTION
 MH0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0010+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 MH0010
 MH0010  HISTORY     - Date     Condition        Report By
 MH0010  HISTORY     - 1934     MONUMENTED       CGS
 MH0010  HISTORY     - 20040819 GOOD             GEOCAC
 MH0010
 MH0010                          STATION DESCRIPTION
 MH0010
 MH0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0010'AT BLAIRSTOWN.
 MH0010'AT BLAIRSTOWN, BENTON COUNTY, 135 FEET NORTHEAST OF THE CHICAGO
 MH0010'AND NORTH WESTERN RAILWAY STATION, AT THE MAIN STREET CROSSING,
 MH0010'IN THE SOUTH SIDE OF THE CONCRETE FOUNDATION OF THE NORTH
 MH0010'CROSSING SIGNAL, 12 FEET NORTH OF THE CENTERLINE OF THE NORTH
 MH0010'TRACK, AND ABOUT 1 FOOT HIGHER THAN THE RAIL.  A STANDARD DISK,
 MH0010'STAMPED H 84 1934.
 MH0010
 MH0010                          STATION RECOVERY (2004)
 MH0010
 MH0010'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0010'THE RAILROAD STATION NO LONGER EXISTS. 'LOCUST STREET' IS THE NAME OF
 MH0010'THE STREET BESIDE WHICH H 84 IS LOCATED. THE OLD SIGNAL FOUNDATION AND
 MH0010'THE DISK ARE CLOSE TO THE EDGE OF THE ASPHALT ON THE WEST SIDE OF THE
 MH0010'STREET DIRECTLY NORTH OF THE NEW CROSSING SIGNAL.
 MH0010' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0075 ***********************************************************************
 MH0075  DESIGNATION -  H 86
 MH0075  PID         -  MH0075
 MH0075  STATE/COUNTY-  IA/KEOKUK
 MH0075  USGS QUAD   -  KESWICK (1965)
 MH0075
 MH0075                         *CURRENT SURVEY CONTROL
 MH0075  ___________________________________________________________________
 MH0075* NAD 83(1986)-  41 22 30.     (N)    092 12 10.     (W)     SCALED    
 MH0075* NAVD 88     -       216.815  (meters)     711.33   (feet)  ADJUSTED  
 MH0075  ___________________________________________________________________
 MH0075  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 MH0075  DYNAMIC HT  -         216.726 (meters)     711.04  (feet)  COMP
 MH0075  MODELED GRAV-     980,208.4   (mgal)                       NAVD 88
 MH0075
 MH0075  VERT ORDER  -  SECOND    CLASS 0
 MH0075
 MH0075.The horizontal coordinates were scaled from a topographic map and have
 MH0075.an estimated accuracy of +/- 6 seconds.
 MH0075
 MH0075.The orthometric height was determined by differential leveling
 MH0075.and adjusted by the National Geodetic Survey in June 1991..
 MH0075
 MH0075.The geoid height was determined by GEOID03.
 MH0075
 MH0075.The dynamic height is computed by dividing the NAVD 88
 MH0075.geopotential number by the normal gravity value computed on the
 MH0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0075.degrees latitude (g = 980.6199 gals.).
 MH0075
 MH0075.The modeled gravity was interpolated from observed gravity values.
 MH0075
 MH0075;                    North         East    Units  Estimated Accuracy
 MH0075;SPC IA S     -   153,500.      608,510.      MT  (+/- 180 meters Scaled)
 MH0075
 MH0075                          SUPERSEDED SURVEY CONTROL
 MH0075
 MH0075  NGVD 29 (??/??/92)  216.841  (m)          711.42   (f) ADJ UNCH    2 0
 MH0075
 MH0075.Superseded values are not recommended for survey control.
 MH0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0075.See file dsdata.txt to determine how the superseded data were derived.
 MH0075
 MH0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF666806(NAD 83)
 MH0075_MARKER: DB = BENCH MARK DISK
 MH0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0075_SP_SET: BRIDGE
 MH0075_STAMPING: H 86 1934
 MH0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0075
 MH0075  HISTORY     - Date     Condition        Report By
 MH0075  HISTORY     - 1934     MONUMENTED       CGS
 MH0075  HISTORY     - 1981     MARK NOT FOUND   NGS
 MH0075
 MH0075                          STATION DESCRIPTION
 MH0075
 MH0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0075'2.8 MI N FROM SIGOURNEY.
 MH0075'2.8 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MH0075'RAILROAD FROM THE STATION AT SIGOURNEY, KEOKUK COUNTY, 3 POLES
 MH0075'NORTHEAST OF MILEPOST 27, AT 75-FOOT STEEL BRIDGE NO. L-268, IN THE
 MH0075'TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT, 10
 MH0075'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 1.5 FEET LOWER
 MH0075'THAN THE RAIL.  A STANDARD DISK, STAMPED H 86 1934.
 MH0075
 MH0075                          STATION RECOVERY (1981)
 MH0075
 MH0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MH0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0106 ***********************************************************************
 MH0106  DESIGNATION -  H 87
 MH0106  PID         -  MH0106
 MH0106  STATE/COUNTY-  IA/MAHASKA
 MH0106  USGS QUAD   -  NEW SHARON (1980)
 MH0106
 MH0106                         *CURRENT SURVEY CONTROL
 MH0106  ___________________________________________________________________
 MH0106* NAD 83(1986)-  41 23 51.     (N)    092 38 24.     (W)     SCALED    
 MH0106* NAVD 88     -       256.721  (meters)     842.26   (feet)  ADJUSTED  
 MH0106  ___________________________________________________________________
 MH0106  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 MH0106  DYNAMIC HT  -         256.614 (meters)     841.91  (feet)  COMP
 MH0106  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 MH0106
 MH0106  VERT ORDER  -  SECOND    CLASS 0
 MH0106
 MH0106.The horizontal coordinates were scaled from a topographic map and have
 MH0106.an estimated accuracy of +/- 6 seconds.
 MH0106
 MH0106.The orthometric height was determined by differential leveling
 MH0106.and adjusted by the National Geodetic Survey in June 1991..
 MH0106
 MH0106.The geoid height was determined by GEOID03.
 MH0106
 MH0106.The dynamic height is computed by dividing the NAVD 88
 MH0106.geopotential number by the normal gravity value computed on the
 MH0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0106.degrees latitude (g = 980.6199 gals.).
 MH0106
 MH0106.The modeled gravity was interpolated from observed gravity values.
 MH0106
 MH0106;                    North         East    Units  Estimated Accuracy
 MH0106;SPC IA S     -   155,550.      571,920.      MT  (+/- 180 meters Scaled)
 MH0106
 MH0106                          SUPERSEDED SURVEY CONTROL
 MH0106
 MH0106  NGVD 29 (??/??/92)  256.703  (m)          842.20   (f) ADJ UNCH    2 0
 MH0106
 MH0106.Superseded values are not recommended for survey control.
 MH0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0106.See file dsdata.txt to determine how the superseded data were derived.
 MH0106
 MH0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF300829(NAD 83)
 MH0106_MARKER: DB = BENCH MARK DISK
 MH0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0106_SP_SET: BUILDING
 MH0106_STAMPING: H 87 1934
 MH0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0106
 MH0106  HISTORY     - Date     Condition        Report By
 MH0106  HISTORY     - 1934     MONUMENTED       CGS
 MH0106
 MH0106                          STATION DESCRIPTION
 MH0106
 MH0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0106'AT LACEY.
 MH0106'AT LACEY, MAHASKA COUNTY, IN THE SOUTHWEST CORNER OF THE BRICK
 MH0106'SCHOOL BUILDING, AND ABOUT 3.5 FEET ABOVE THE SIDEWALK.  A
 MH0106'STANDARD DISK, STAMPED H 87 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0168 ***********************************************************************
 MH0168  DESIGNATION -  H 88
 MH0168  PID         -  MH0168
 MH0168  STATE/COUNTY-  IA/MARSHALL
 MH0168  USGS QUAD   -  GILMAN (1980)
 MH0168
 MH0168                         *CURRENT SURVEY CONTROL
 MH0168  ___________________________________________________________________
 MH0168* NAD 83(1986)-  41 56 27.     (N)    092 49 01.     (W)     SCALED    
 MH0168* NAVD 88     -       307.657  (meters)    1009.37   (feet)  ADJUSTED  
 MH0168  ___________________________________________________________________
 MH0168  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 MH0168  DYNAMIC HT  -         307.539 (meters)    1008.98  (feet)  COMP
 MH0168  MODELED GRAV-     980,229.8   (mgal)                       NAVD 88
 MH0168
 MH0168  VERT ORDER  -  SECOND    CLASS 0
 MH0168
 MH0168.The horizontal coordinates were scaled from a topographic map and have
 MH0168.an estimated accuracy of +/- 6 seconds.
 MH0168
 MH0168.The orthometric height was determined by differential leveling
 MH0168.and adjusted by the National Geodetic Survey in June 1991..
 MH0168
 MH0168.The geoid height was determined by GEOID03.
 MH0168
 MH0168.The dynamic height is computed by dividing the NAVD 88
 MH0168.geopotential number by the normal gravity value computed on the
 MH0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0168.degrees latitude (g = 980.6199 gals.).
 MH0168
 MH0168.The modeled gravity was interpolated from observed gravity values.
 MH0168
 MH0168;                    North         East    Units  Estimated Accuracy
 MH0168;SPC IA N     - 1,049,200.    1,556,650.      MT  (+/- 180 meters Scaled)
 MH0168
 MH0168                          SUPERSEDED SURVEY CONTROL
 MH0168
 MH0168  NGVD 29 (??/??/92)  307.636  (m)         1009.30   (f) ADJ UNCH    2 0
 MH0168
 MH0168.Superseded values are not recommended for survey control.
 MH0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0168.See file dsdata.txt to determine how the superseded data were derived.
 MH0168
 MH0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG151432(NAD 83)
 MH0168_MARKER: DB = BENCH MARK DISK
 MH0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0168_SP_SET: UNDERPASS
 MH0168_STAMPING: H 88 1934
 MH0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0168
 MH0168  HISTORY     - Date     Condition        Report By
 MH0168  HISTORY     - 1934     MONUMENTED       CGS
 MH0168
 MH0168                          STATION DESCRIPTION
 MH0168
 MH0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0168'AT PICKERING.
 MH0168'AT PICKERING, MARSHALL COUNTY, AT THE MINNEAPOLIS AND ST. LOUIS
 MH0168'RAILWAY STATION, AT THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MH0168'RAILROAD UNDERPASS, IN THE WEST END OF THE NORTH CONCRETE
 MH0168'ABUTMENT, 25 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 3 FEET
 MH0168'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED H 88 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0796 ***********************************************************************
 LF0796  DESIGNATION -  H 9
 LF0796  PID         -  LF0796
 LF0796  STATE/COUNTY-  IA/FREMONT
 LF0796  USGS QUAD   -  RIVERTON (1981)
 LF0796
 LF0796                         *CURRENT SURVEY CONTROL
 LF0796  ___________________________________________________________________
 LF0796* NAD 83(1986)-  40 41 45.     (N)    095 33 07.     (W)     SCALED    
 LF0796* NAVD 88     -       280.762  (meters)     921.13   (feet)  ADJUSTED  
 LF0796  ___________________________________________________________________
 LF0796  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LF0796  DYNAMIC HT  -         280.612 (meters)     920.64  (feet)  COMP
 LF0796  MODELED GRAV-     980,085.3   (mgal)                       NAVD 88
 LF0796
 LF0796  VERT ORDER  -  FIRST     CLASS II
 LF0796
 LF0796.The horizontal coordinates were scaled from a topographic map and have
 LF0796.an estimated accuracy of +/- 6 seconds.
 LF0796
 LF0796.The orthometric height was determined by differential leveling
 LF0796.and adjusted by the National Geodetic Survey in June 1991..
 LF0796
 LF0796.The geoid height was determined by GEOID03.
 LF0796
 LF0796.The dynamic height is computed by dividing the NAVD 88
 LF0796.geopotential number by the normal gravity value computed on the
 LF0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0796.degrees latitude (g = 980.6199 gals.).
 LF0796
 LF0796.The modeled gravity was interpolated from observed gravity values.
 LF0796
 LF0796;                    North         East    Units  Estimated Accuracy
 LF0796;SPC IA S     -    79,320.      326,590.      MT  (+/- 180 meters Scaled)
 LF0796
 LF0796                          SUPERSEDED SURVEY CONTROL
 LF0796
 LF0796  NGVD 29 (??/??/92)  280.656  (m)          920.79   (f) ADJ UNCH    1 2
 LF0796
 LF0796.Superseded values are not recommended for survey control.
 LF0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0796.See file dsdata.txt to determine how the superseded data were derived.
 LF0796
 LF0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF843081(NAD 83)
 LF0796_MARKER: DB = BENCH MARK DISK
 LF0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0796_STAMPING: H 9 1933
 LF0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0796+STABILITY: SURFACE MOTION
 LF0796
 LF0796  HISTORY     - Date     Condition        Report By
 LF0796  HISTORY     - 1933     MONUMENTED       CGS
 LF0796  HISTORY     - 1949     MARK NOT FOUND   NGS
 LF0796  HISTORY     - 1968     MARK NOT FOUND   NGS
 LF0796  HISTORY     - 19890724 MARK NOT FOUND   NGS
 LF0796
 LF0796                          STATION DESCRIPTION
 LF0796
 LF0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0796'0.8 MI NE FROM RIVERTON.
 LF0796'3/4 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0796'RAILROAD FROM RIVERTON, FREMONT COUNTY, MIDWAY BETWEEN TWO
 LF0796'STEEL POWERLINE POLES, 40 FEET NORTH OF THE TRACK, AND 2 FEET
 LF0796'SOUTH OF THE NORTH RAILROAD PROPERTY LINE.  A STANDARD DISK,
 LF0796'STAMPED H 9 1933 AND SET IN THE TOP OF A CONCRETE POST.  IT IS
 LF0796'BELIEVED THAT THIS MARK HAS BEEN COVERED WITH SILT, THE CAUSE OF
 LF0796'THIS SILT IS FROM FLOODING OF THE NISHNABOTNA RIVER.  ALL
 LF0796'OBJECTS FROM WHICH THIS MARK HAS BEEN DESCRIBED FROM HAVE
 LF0796'BEEN DESTROYED.
 LF0796
 LF0796                          STATION RECOVERY (1968)
 LF0796
 LF0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LF0796'MARK NOT FOUND.
 LF0796
 LF0796                          STATION RECOVERY (1989)
 LF0796
 LF0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0321 ***********************************************************************
 MJ0321  DESIGNATION -  H 90
 MJ0321  PID         -  MJ0321
 MJ0321  STATE/COUNTY-  IA/CARROLL
 MJ0321  USGS QUAD   -  MANNING (1978)
 MJ0321
 MJ0321                         *CURRENT SURVEY CONTROL
 MJ0321  ___________________________________________________________________
 MJ0321* NAD 83(1986)-  41 56 08.     (N)    095 02 36.     (W)     SCALED    
 MJ0321* NAVD 88     -       407.810  (meters)    1337.96   (feet)  ADJUSTED  
 MJ0321  ___________________________________________________________________
 MJ0321  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 MJ0321  DYNAMIC HT  -         407.626 (meters)    1337.35  (feet)  COMP
 MJ0321  MODELED GRAV-     980,158.4   (mgal)                       NAVD 88
 MJ0321
 MJ0321  VERT ORDER  -  SECOND    CLASS 0
 MJ0321
 MJ0321.The horizontal coordinates were scaled from a topographic map and have
 MJ0321.an estimated accuracy of +/- 6 seconds.
 MJ0321
 MJ0321.The orthometric height was determined by differential leveling
 MJ0321.and adjusted by the National Geodetic Survey in June 1991..
 MJ0321
 MJ0321.The geoid height was determined by GEOID03.
 MJ0321
 MJ0321.The dynamic height is computed by dividing the NAVD 88
 MJ0321.geopotential number by the normal gravity value computed on the
 MJ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0321.degrees latitude (g = 980.6199 gals.).
 MJ0321
 MJ0321.The modeled gravity was interpolated from observed gravity values.
 MJ0321
 MJ0321;                    North         East    Units  Estimated Accuracy
 MJ0321;SPC IA N     - 1,049,550.    1,372,010.      MT  (+/- 180 meters Scaled)
 MJ0321
 MJ0321                          SUPERSEDED SURVEY CONTROL
 MJ0321
 MJ0321  NGVD 29 (??/??/92)  407.680  (m)         1337.53   (f) ADJ UNCH    2 0
 MJ0321
 MJ0321.Superseded values are not recommended for survey control.
 MJ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0321.See file dsdata.txt to determine how the superseded data were derived.
 MJ0321
 MJ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG306446(NAD 83)
 MJ0321_MARKER: DB = BENCH MARK DISK
 MJ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0321_STAMPING: H 90 1935
 MJ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0321+STABILITY: SURFACE MOTION
 MJ0321
 MJ0321  HISTORY     - Date     Condition        Report By
 MJ0321  HISTORY     - 1935     MONUMENTED       CGS
 MJ0321
 MJ0321                          STATION DESCRIPTION
 MJ0321
 MJ0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0321'2 MI NE FROM MANNING.
 MJ0321'2.0 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0321'FROM THE STATION AT MANNING, CARROLL COUNTY, AT BRIDGE 2359, AT
 MJ0321'A ROAD CROSSING, 50 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 MJ0321'46 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 12 FEET NORTHEAST
 MJ0321'OF A FENCE CORNER, AND 1 FOOT NORTHWEST OF THE FENCE.  A STANDARD
 MJ0321'DISK, STAMPED H 90 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0347 ***********************************************************************
 NL0347  DESIGNATION -  H 91
 NL0347  PID         -  NL0347
 NL0347  STATE/COUNTY-  IA/CRAWFORD
 NL0347  USGS QUAD   -  CHARTER OAK (1971)
 NL0347
 NL0347                         *CURRENT SURVEY CONTROL
 NL0347  ___________________________________________________________________
 NL0347* NAD 83(1986)-  42 04 10.     (N)    095 34 49.     (W)     SCALED    
 NL0347* NAVD 88     -       378.013  (meters)    1240.20   (feet)  ADJUSTED  
 NL0347  ___________________________________________________________________
 NL0347  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 NL0347  DYNAMIC HT  -         377.865 (meters)    1239.71  (feet)  COMP
 NL0347  MODELED GRAV-     980,220.2   (mgal)                       NAVD 88
 NL0347
 NL0347  VERT ORDER  -  SECOND    CLASS 0
 NL0347
 NL0347.The horizontal coordinates were scaled from a topographic map and have
 NL0347.an estimated accuracy of +/- 6 seconds.
 NL0347
 NL0347.The orthometric height was determined by differential leveling
 NL0347.and adjusted by the National Geodetic Survey in June 1991..
 NL0347
 NL0347.The geoid height was determined by GEOID03.
 NL0347
 NL0347.The dynamic height is computed by dividing the NAVD 88
 NL0347.geopotential number by the normal gravity value computed on the
 NL0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0347.degrees latitude (g = 980.6199 gals.).
 NL0347
 NL0347.The modeled gravity was interpolated from observed gravity values.
 NL0347
 NL0347;                    North         East    Units  Estimated Accuracy
 NL0347;SPC IA N     - 1,065,370.    1,327,850.      MT  (+/- 180 meters Scaled)
 NL0347
 NL0347                          SUPERSEDED SURVEY CONTROL
 NL0347
 NL0347  NGVD 29 (??/??/92)  377.866  (m)         1239.72   (f) ADJ UNCH    2 0
 NL0347
 NL0347.Superseded values are not recommended for survey control.
 NL0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0347.See file dsdata.txt to determine how the superseded data were derived.
 NL0347
 NL0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG865607(NAD 83)
 NL0347_MARKER: DB = BENCH MARK DISK
 NL0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0347_SP_SET: BRIDGE
 NL0347_STAMPING: H 91 1935
 NL0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0347
 NL0347  HISTORY     - Date     Condition        Report By
 NL0347  HISTORY     - 1935     MONUMENTED       CGS
 NL0347  HISTORY     - 1942     GOOD             NGS
 NL0347
 NL0347                          STATION DESCRIPTION
 NL0347
 NL0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NL0347'0.8 MI E FROM CHARTER OAK.
 NL0347'0.8 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0347'PACIFIC RAILROAD FROM THE FIRST NATIONAL BANK BUILDING AT CHARTER
 NL0347'OAK, 4 POLES EAST OF MILEPOST 26, OPPOSITE A 100-FOOT RAILROAD
 NL0347'BRIDGE, 120 FEET NORTH OF THE CENTERLINE OF THE TRACK, AT A
 NL0347'135-FOOT CONCRETE-DECK BRIDGE ON STATE HIGHWAY 141, IN THE TOP
 NL0347'OF THE SOUTHWEST WING WALL AT THE JUNCTION OF THE WEST ABUTMENT,
 NL0347'12 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1-1/2
 NL0347'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED H 91 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0286 ***********************************************************************
 NL0286  DESIGNATION -  H 93
 NL0286  PID         -  NL0286
 NL0286  STATE/COUNTY-  IA/SAC
 NL0286  USGS QUAD   -  LAKE VIEW (1980)
 NL0286
 NL0286                         *CURRENT SURVEY CONTROL
 NL0286  ___________________________________________________________________
 NL0286* NAD 83(1986)-  42 18 28.     (N)    095 03 21.     (W)     SCALED    
 NL0286* NAVD 88     -       392.801  (meters)    1288.71   (feet)  ADJUSTED  
 NL0286  ___________________________________________________________________
 NL0286  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 NL0286  DYNAMIC HT  -         392.651 (meters)    1288.22  (feet)  COMP
 NL0286  MODELED GRAV-     980,228.0   (mgal)                       NAVD 88
 NL0286
 NL0286  VERT ORDER  -  SECOND    CLASS 0
 NL0286
 NL0286.The horizontal coordinates were scaled from a topographic map and have
 NL0286.an estimated accuracy of +/- 6 seconds.
 NL0286
 NL0286.The orthometric height was determined by differential leveling
 NL0286.and adjusted by the National Geodetic Survey in June 1991..
 NL0286
 NL0286.The geoid height was determined by GEOID03.
 NL0286
 NL0286.The dynamic height is computed by dividing the NAVD 88
 NL0286.geopotential number by the normal gravity value computed on the
 NL0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0286.degrees latitude (g = 980.6199 gals.).
 NL0286
 NL0286.The modeled gravity was interpolated from observed gravity values.
 NL0286
 NL0286;                    North         East    Units  Estimated Accuracy
 NL0286;SPC IA N     - 1,090,910.    1,371,730.      MT  (+/- 180 meters Scaled)
 NL0286
 NL0286                          SUPERSEDED SURVEY CONTROL
 NL0286
 NL0286  NGVD 29 (??/??/92)  392.693  (m)         1288.36   (f) ADJ UNCH    2 0
 NL0286
 NL0286.Superseded values are not recommended for survey control.
 NL0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0286.See file dsdata.txt to determine how the superseded data were derived.
 NL0286
 NL0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG305859(NAD 83)
 NL0286_MARKER: DB = BENCH MARK DISK
 NL0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0286_SP_SET: CONCRETE FOUNDATION
 NL0286_STAMPING: H 93 1935
 NL0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0286
 NL0286  HISTORY     - Date     Condition        Report By
 NL0286  HISTORY     - 1935     MONUMENTED       CGS
 NL0286  HISTORY     - 1943     GOOD             NGS
 NL0286
 NL0286                          STATION DESCRIPTION
 NL0286
 NL0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0286'AT LAKE VIEW.
 NL0286'AT LAKE VIEW, SAC COUNTY, AT THE CITY WATER TANK, AND IN THE
 NL0286'TOP OF THE EAST CORNER OF THE CONCRETE FOUNDATION OF THE NORTHEAST
 NL0286'LEG.  A STANDARD DISK, STAMPED H 93 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0947 ***********************************************************************
 NL0947  DESIGNATION -  H 93 RESET
 NL0947  PID         -  NL0947
 NL0947  STATE/COUNTY-  IA/SAC
 NL0947  USGS QUAD   -  LAKE VIEW (1980)
 NL0947
 NL0947                         *CURRENT SURVEY CONTROL
 NL0947  ___________________________________________________________________
 NL0947* NAD 83(1986)-  42 18 28.     (N)    095 03 21.     (W)     SCALED    
 NL0947* NAVD 88     -       393.24   (meters)    1290.2    (feet)  RESET     
 NL0947  ___________________________________________________________________
 NL0947  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 NL0947
 NL0947  VERT ORDER  -  THIRD
 NL0947
 NL0947.The horizontal coordinates were scaled from a topographic map and have
 NL0947.an estimated accuracy of +/- 6 seconds.
 NL0947
 NL0947.The orthometric height was computed from unverified reset data.
 NL0947
 NL0947.The geoid height was determined by GEOID03.
 NL0947
 NL0947;                    North         East    Units  Estimated Accuracy
 NL0947;SPC IA N     - 1,090,910.    1,371,730.      MT  (+/- 180 meters Scaled)
 NL0947
 NL0947                          SUPERSEDED SURVEY CONTROL
 NL0947
 NL0947  NGVD 29 (05/12/04)  393.13   (m)         1289.8    (f) RESET       3  
 NL0947
 NL0947.Superseded values are not recommended for survey control.
 NL0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0947.See file dsdata.txt to determine how the superseded data were derived.
 NL0947
 NL0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG305859(NAD 83)
 NL0947_MARKER: DB = BENCH MARK DISK
 NL0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0947_SP_SET: CONCRETE POST
 NL0947_STAMPING: H 93 RESET 1985
 NL0947_MARK LOGO: NGS   
 NL0947_PROJECTION: FLUSH
 NL0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0947+STABILITY: SURFACE MOTION
 NL0947
 NL0947  HISTORY     - Date     Condition        Report By
 NL0947  HISTORY     - 1985     MONUMENTED       NGS
 NL0947
 NL0947                          STATION DESCRIPTION
 NL0947
 NL0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NL0947'IN LAKE VIEW.
 NL0947'IN LAKE VIEW, IN AN OVAL MEDIAN STRIP OF WEST FIFTH STREET, BETWEEN
 NL0947'JACKSON AND ASH STREETS, AT THE WEST END OF THE MEDIAN, 23.32 M
 NL0947'(76.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE AT 122 WEST
 NL0947'FIFTH STREET, 6.1 M (20.0 FT) NORTH FROM THE SOUTH CURB OF THE
 NL0947'MEDIAN, 5.94 M (19.5 FT) WEST-NORTHWEST OF THE CENTER OF AN
 NL0947'ELECTRICAL TRANSFORMER CASE OF A BURIED POWERLINE, 4.3 M (14.1 FT)
 NL0947'EAST OF THE WEST END OF THE MEDIAN CURB, 4.0 M (13.1 FT) SOUTH OF THE
 NL0947'NORTH CURB.
 NL0947'THE MARK IS 0.3 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0333 ***********************************************************************
 NL0333  DESIGNATION -  H 94
 NL0333  PID         -  NL0333
 NL0333  STATE/COUNTY-  IA/CRAWFORD
 NL0333  USGS QUAD   -  KIRON (1971)
 NL0333
 NL0333                         *CURRENT SURVEY CONTROL
 NL0333  ___________________________________________________________________
 NL0333* NAD 83(1986)-  42 11 41.     (N)    095 19 35.     (W)     SCALED    
 NL0333* NAVD 88     -       408.810  (meters)    1341.24   (feet)  ADJUSTED  
 NL0333  ___________________________________________________________________
 NL0333  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 NL0333  DYNAMIC HT  -         408.648 (meters)    1340.71  (feet)  COMP
 NL0333  MODELED GRAV-     980,214.3   (mgal)                       NAVD 88
 NL0333
 NL0333  VERT ORDER  -  SECOND    CLASS 0
 NL0333
 NL0333.The horizontal coordinates were scaled from a topographic map and have
 NL0333.an estimated accuracy of +/- 6 seconds.
 NL0333
 NL0333.The orthometric height was determined by differential leveling
 NL0333.and adjusted by the National Geodetic Survey in June 1991..
 NL0333
 NL0333.The geoid height was determined by GEOID03.
 NL0333
 NL0333.The dynamic height is computed by dividing the NAVD 88
 NL0333.geopotential number by the normal gravity value computed on the
 NL0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0333.degrees latitude (g = 980.6199 gals.).
 NL0333
 NL0333.The modeled gravity was interpolated from observed gravity values.
 NL0333
 NL0333;                    North         East    Units  Estimated Accuracy
 NL0333;SPC IA N     - 1,078,800.    1,349,160.      MT  (+/- 180 meters Scaled)
 NL0333
 NL0333                          SUPERSEDED SURVEY CONTROL
 NL0333
 NL0333  NGVD 29 (??/??/92)  408.67   (m)         1340.8    (f) COMPUTED    2 0
 NL0333
 NL0333.Superseded values are not recommended for survey control.
 NL0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0333.See file dsdata.txt to determine how the superseded data were derived.
 NL0333
 NL0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG079740(NAD 83)
 NL0333_MARKER: DB = BENCH MARK DISK
 NL0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0333_SP_SET: WALL
 NL0333_STAMPING: H-94 1935
 NL0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0333
 NL0333  HISTORY     - Date     Condition        Report By
 NL0333  HISTORY     - 1935     MONUMENTED       CGS
 NL0333
 NL0333                          STATION DESCRIPTION
 NL0333
 NL0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0333'AT KIRON.
 NL0333'AT THE KIRON STATE BANK BUILDING.  SET 2 FEET EAST OF FRONT
 NL0333'(SOUTH) ENTRANCE, 3 1/2 FEET ABOVE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0940 ***********************************************************************
 MJ0940  DESIGNATION -  H 95
 MJ0940  PID         -  MJ0940
 MJ0940  STATE/COUNTY-  IA/MONONA
 MJ0940  USGS QUAD   -  MOORHEAD (1971)
 MJ0940
 MJ0940                         *CURRENT SURVEY CONTROL
 MJ0940  ___________________________________________________________________
 MJ0940* NAD 83(1986)-  41 56 37.     (N)    095 48 46.     (W)     SCALED    
 MJ0940* NAVD 88     -       341.418  (meters)    1120.14   (feet)  ADJUSTED  
 MJ0940  ___________________________________________________________________
 MJ0940  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 MJ0940  DYNAMIC HT  -         341.283 (meters)    1119.69  (feet)  COMP
 MJ0940  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 MJ0940
 MJ0940  VERT ORDER  -  SECOND    CLASS 0
 MJ0940
 MJ0940.The horizontal coordinates were scaled from a topographic map and have
 MJ0940.an estimated accuracy of +/- 6 seconds.
 MJ0940
 MJ0940.The orthometric height was determined by differential leveling
 MJ0940.and adjusted by the National Geodetic Survey in June 1991..
 MJ0940
 MJ0940.The geoid height was determined by GEOID03.
 MJ0940
 MJ0940.The dynamic height is computed by dividing the NAVD 88
 MJ0940.geopotential number by the normal gravity value computed on the
 MJ0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0940.degrees latitude (g = 980.6199 gals.).
 MJ0940
 MJ0940.The modeled gravity was interpolated from observed gravity values.
 MJ0940
 MJ0940;                    North         East    Units  Estimated Accuracy
 MJ0940;SPC IA N     - 1,051,900.    1,308,240.      MT  (+/- 180 meters Scaled)
 MJ0940
 MJ0940                          SUPERSEDED SURVEY CONTROL
 MJ0940
 MJ0940  NGVD 29 (??/??/92)  341.269  (m)         1119.65   (f) ADJ UNCH    2 0
 MJ0940
 MJ0940.Superseded values are not recommended for survey control.
 MJ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0940.See file dsdata.txt to determine how the superseded data were derived.
 MJ0940
 MJ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG668473(NAD 83)
 MJ0940_MARKER: DB = BENCH MARK DISK
 MJ0940_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0940_SP_SET: CULVERT
 MJ0940_STAMPING: H 95 1935
 MJ0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0940
 MJ0940  HISTORY     - Date     Condition        Report By
 MJ0940  HISTORY     - 1935     MONUMENTED       CGS
 MJ0940  HISTORY     - 1943     GOOD             NGS
 MJ0940  HISTORY     - 1971     MARK NOT FOUND   USGS
 MJ0940
 MJ0940                          STATION DESCRIPTION
 MJ0940
 MJ0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MJ0940'2.6 MI NE FROM MOOREHEAD.
 MJ0940'2.6 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0940'FROM THE STATION AT MOORHEAD, MONONA COUNTY, OPPOSITE BRIDGE 238,
 MJ0940'75 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AT A CULVERT UNDER
 MJ0940'STATE HIGHWAY 183, AND IN THE CENTER OF THE TOP OF THE SOUTHEAST
 MJ0940'CONCRETE HEADWALL.  A STANDARD DISK, STAMPED H 95 1935.
 MJ0940
 MJ0940                          STATION RECOVERY (1971)
 MJ0940
 MJ0940'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MJ0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0315 ***********************************************************************
 MJ0315  DESIGNATION -  H 96
 MJ0315  PID         -  MJ0315
 MJ0315  STATE/COUNTY-  IA/SHELBY
 MJ0315  USGS QUAD   -  PANAMA (1978)
 MJ0315
 MJ0315                         *CURRENT SURVEY CONTROL
 MJ0315  ___________________________________________________________________
 MJ0315* NAD 83(1986)-  41 43 37.     (N)    095 28 18.     (W)     SCALED    
 MJ0315* NAVD 88     -       380.455  (meters)    1248.21   (feet)  ADJUSTED  
 MJ0315  ___________________________________________________________________
 MJ0315  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 MJ0315  DYNAMIC HT  -         380.274 (meters)    1247.62  (feet)  COMP
 MJ0315  MODELED GRAV-     980,138.5   (mgal)                       NAVD 88
 MJ0315
 MJ0315  VERT ORDER  -  SECOND    CLASS 0
 MJ0315
 MJ0315.The horizontal coordinates were scaled from a topographic map and have
 MJ0315.an estimated accuracy of +/- 6 seconds.
 MJ0315
 MJ0315.The orthometric height was determined by differential leveling
 MJ0315.and adjusted by the National Geodetic Survey in June 1991..
 MJ0315
 MJ0315.The geoid height was determined by GEOID03.
 MJ0315
 MJ0315.The dynamic height is computed by dividing the NAVD 88
 MJ0315.geopotential number by the normal gravity value computed on the
 MJ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0315.degrees latitude (g = 980.6199 gals.).
 MJ0315
 MJ0315.The modeled gravity was interpolated from observed gravity values.
 MJ0315
 MJ0315;                    North         East    Units  Estimated Accuracy
 MJ0315;SPC IA S     -   193,640.      335,970.      MT  (+/- 180 meters Scaled)
 MJ0315
 MJ0315                          SUPERSEDED SURVEY CONTROL
 MJ0315
 MJ0315  NGVD 29 (??/??/92)  380.324  (m)         1247.78   (f) ADJ UNCH    2 0
 MJ0315
 MJ0315.Superseded values are not recommended for survey control.
 MJ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0315.See file dsdata.txt to determine how the superseded data were derived.
 MJ0315
 MJ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG944224(NAD 83)
 MJ0315_MARKER: DB = BENCH MARK DISK
 MJ0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0315_STAMPING: 1247.662 H 96 1935
 MJ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0315+STABILITY: SURFACE MOTION
 MJ0315
 MJ0315  HISTORY     - Date     Condition        Report By
 MJ0315  HISTORY     - 1935     MONUMENTED       CGS
 MJ0315  HISTORY     - 1941     GOOD             NGS
 MJ0315  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0315
 MJ0315                          STATION DESCRIPTION
 MJ0315
 MJ0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MJ0315'AT PANAMA.
 MJ0315'AT PANAMA, SHELBY COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MJ0315'AND PACIFIC RAILROAD, 260 FEET NORTHWEST OF THE STATION, 153 FEET
 MJ0315'NORTHWEST OF MILEPOST 441, 93 FEET NORTHWEST OF THE NORTH CORNER
 MJ0315'OF A GRAIN-ELEVATOR FOUNDATION, IN LINE WITH THE SOUTHEAST END
 MJ0315'OF A COAL SHED, 28 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN
 MJ0315'TRACK, 23 FEET NORTHEAST OF THE CENTERLINE OF A SIDING, 3 FEET
 MJ0315'NORTHEAST OF A LINE OF GUARD POSTS, AND LEVEL WITH TOP OF THE
 MJ0315'RAIL.  A STANDARD DISK, STAMPED 1247.662 H 96 1935 AND SET IN
 MJ0315'THE TOP OF A CONCRETE POST.
 MJ0315
 MJ0315                          STATION RECOVERY (1975)
 MJ0315
 MJ0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0650 ***********************************************************************
 MJ0650  DESIGNATION -  H 97
 MJ0650  PID         -  MJ0650
 MJ0650  STATE/COUNTY-  IA/MILLS
 MJ0650  USGS QUAD   -  MINEOLA (1994)
 MJ0650
 MJ0650                         *CURRENT SURVEY CONTROL
 MJ0650  ___________________________________________________________________
 MJ0650* NAD 83(1986)-  41 09 35.     (N)    095 42 49.     (W)     SCALED    
 MJ0650* NAVD 88     -       341.858  (meters)    1121.58   (feet)  ADJUSTED  
 MJ0650  ___________________________________________________________________
 MJ0650  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 MJ0650  DYNAMIC HT  -         341.716 (meters)    1121.11  (feet)  COMP
 MJ0650  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 MJ0650
 MJ0650  VERT ORDER  -  SECOND    CLASS 0
 MJ0650
 MJ0650.The horizontal coordinates were scaled from a topographic map and have
 MJ0650.an estimated accuracy of +/- 6 seconds.
 MJ0650
 MJ0650.The orthometric height was determined by differential leveling
 MJ0650.and adjusted by the National Geodetic Survey in June 1991..
 MJ0650
 MJ0650.The geoid height was determined by GEOID03.
 MJ0650
 MJ0650.The dynamic height is computed by dividing the NAVD 88
 MJ0650.geopotential number by the normal gravity value computed on the
 MJ0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0650.degrees latitude (g = 980.6199 gals.).
 MJ0650
 MJ0650.The modeled gravity was interpolated from observed gravity values.
 MJ0650
 MJ0650;                    North         East    Units  Estimated Accuracy
 MJ0650;SPC IA S     -   131,150.      314,240.      MT  (+/- 180 meters Scaled)
 MJ0650
 MJ0650                          SUPERSEDED SURVEY CONTROL
 MJ0650
 MJ0650  NGVD 29 (??/??/92)  341.751  (m)         1121.23   (f) ADJ UNCH    2 0
 MJ0650
 MJ0650.Superseded values are not recommended for survey control.
 MJ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0650.See file dsdata.txt to determine how the superseded data were derived.
 MJ0650
 MJ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF723600(NAD 83)
 MJ0650_MARKER: DB = BENCH MARK DISK
 MJ0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0650_STAMPING: H 97 1935
 MJ0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0650+STABILITY: SURFACE MOTION
 MJ0650
 MJ0650  HISTORY     - Date     Condition        Report By
 MJ0650  HISTORY     - 1935     MONUMENTED       CGS
 MJ0650  HISTORY     - 1955     MARK NOT FOUND   NGS
 MJ0650
 MJ0650                          STATION DESCRIPTION
 MJ0650
 MJ0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MJ0650'1.7 MI N FROM MINEOLA.
 MJ0650'1.7 MILES NORTHWEST ALONG THE WABASH RAILROAD FROM THE STATION
 MJ0650'AT MINEOLA, MILLS COUNTY, 5 POLES NORTH OF MILEPOST 399-15, AT
 MJ0650'THE POTTAWATTAMIE-MILLS COUNTY LINE, AT A ROAD CROSSING, 142 FEET
 MJ0650'SOUTH OF THE CENTERLINE OF THE ROAD, 36 FEET WEST OF THE
 MJ0650'CENTERLINE OF THE TRACK, 12 FEET NORTH OF A POLE, 10 FEET EAST
 MJ0650'OF A FENCE, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 MJ0650'STAMPED H 97 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0269 ***********************************************************************
 LF0269  DESIGNATION -  H 98
 LF0269  PID         -  LF0269
 LF0269  STATE/COUNTY-  IA/PAGE
 LF0269  USGS QUAD   -  SHENANDOAH EAST (1978)
 LF0269
 LF0269                         *CURRENT SURVEY CONTROL
 LF0269  ___________________________________________________________________
 LF0269* NAD 83(1986)-  40 48 49.     (N)    095 19 39.     (W)     SCALED    
 LF0269* NAVD 88     -       297.665  (meters)     976.59   (feet)  ADJUSTED  
 LF0269  ___________________________________________________________________
 LF0269  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LF0269  DYNAMIC HT  -         297.507 (meters)     976.07  (feet)  COMP
 LF0269  MODELED GRAV-     980,085.9   (mgal)                       NAVD 88
 LF0269
 LF0269  VERT ORDER  -  SECOND    CLASS 0
 LF0269
 LF0269.The horizontal coordinates were scaled from a topographic map and have
 LF0269.an estimated accuracy of +/- 6 seconds.
 LF0269
 LF0269.The orthometric height was determined by differential leveling
 LF0269.and adjusted by the National Geodetic Survey in June 1991..
 LF0269
 LF0269.The geoid height was determined by GEOID03.
 LF0269
 LF0269.The dynamic height is computed by dividing the NAVD 88
 LF0269.geopotential number by the normal gravity value computed on the
 LF0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0269.degrees latitude (g = 980.6199 gals.).
 LF0269
 LF0269.The modeled gravity was interpolated from observed gravity values.
 LF0269
 LF0269;                    North         East    Units  Estimated Accuracy
 LF0269;SPC IA S     -    91,970.      345,830.      MT  (+/- 180 meters Scaled)
 LF0269
 LF0269                          SUPERSEDED SURVEY CONTROL
 LF0269
 LF0269  NGVD 29 (??/??/92)  297.562  (m)          976.25   (f) ADJ UNCH    2 0
 LF0269
 LF0269.Superseded values are not recommended for survey control.
 LF0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0269.See file dsdata.txt to determine how the superseded data were derived.
 LF0269
 LF0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF036206(NAD 83)
 LF0269_MARKER: DB = BENCH MARK DISK
 LF0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0269_STAMPING: H 98 1935
 LF0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0269+STABILITY: SURFACE MOTION
 LF0269
 LF0269  HISTORY     - Date     Condition        Report By
 LF0269  HISTORY     - 1935     MONUMENTED       CGS
 LF0269  HISTORY     - 1949     GOOD             NGS
 LF0269  HISTORY     - 1973     MARK NOT FOUND   NGS
 LF0269  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0269
 LF0269                          STATION DESCRIPTION
 LF0269
 LF0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0269'1.7 MI SW FROM ESSEX.
 LF0269'1.7 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0269'RAILWAY FROM THE STATION AT ESSEX, AT A ROAD CROSSING, 62 FEET
 LF0269'NORTHWEST OF THE CENTER LINE OF IOWA STATE HIGHWAY 48, 44 FEET
 LF0269'EAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH 26 FEET
 LF0269'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 9.4 FEET EAST OF
 LF0269'A TELEPHONE POLE, 1.7 FEET NORTHWEST OF A REFERENCE POST, AND
 LF0269'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 LF0269'THE GROUND.
 LF0269
 LF0269                          STATION RECOVERY (1973)
 LF0269
 LF0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LF0269'MARK NOT FOUND.
 LF0269
 LF0269                          STATION RECOVERY (1976)
 LF0269
 LF0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0450 ***********************************************************************
 MJ0450  DESIGNATION -  H 99
 MJ0450  PID         -  MJ0450
 MJ0450  STATE/COUNTY-  IA/CASS
 MJ0450  USGS QUAD   -  LEWIS (1971)
 MJ0450
 MJ0450                         *CURRENT SURVEY CONTROL
 MJ0450  ___________________________________________________________________
 MJ0450* NAD 83(1986)-  41 19 44.     (N)    095 04 10.     (W)     SCALED    
 MJ0450* NAVD 88     -       343.877  (meters)    1128.20   (feet)  ADJUSTED  
 MJ0450  ___________________________________________________________________
 MJ0450  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 MJ0450  DYNAMIC HT  -         343.747 (meters)    1127.78  (feet)  COMP
 MJ0450  MODELED GRAV-     980,234.4   (mgal)                       NAVD 88
 MJ0450
 MJ0450  VERT ORDER  -  SECOND    CLASS 0
 MJ0450
 MJ0450.The horizontal coordinates were scaled from a topographic map and have
 MJ0450.an estimated accuracy of +/- 6 seconds.
 MJ0450
 MJ0450.The orthometric height was determined by differential leveling
 MJ0450.and adjusted by the National Geodetic Survey in June 1991..
 MJ0450
 MJ0450.The geoid height was determined by GEOID03.
 MJ0450
 MJ0450.The dynamic height is computed by dividing the NAVD 88
 MJ0450.geopotential number by the normal gravity value computed on the
 MJ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0450.degrees latitude (g = 980.6199 gals.).
 MJ0450
 MJ0450.The modeled gravity was interpolated from observed gravity values.
 MJ0450
 MJ0450;                    North         East    Units  Estimated Accuracy
 MJ0450;SPC IA S     -   148,760.      368,630.      MT  (+/- 180 meters Scaled)
 MJ0450
 MJ0450                          SUPERSEDED SURVEY CONTROL
 MJ0450
 MJ0450  NGVD 29 (??/??/92)  343.810  (m)         1127.98   (f) ADJ UNCH    2 0
 MJ0450
 MJ0450.Superseded values are not recommended for survey control.
 MJ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0450.See file dsdata.txt to determine how the superseded data were derived.
 MJ0450
 MJ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF268773(NAD 83)
 MJ0450_MARKER: DB = BENCH MARK DISK
 MJ0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0450_SP_SET: CULVERT
 MJ0450_STAMPING: H 99 1935
 MJ0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0450
 MJ0450  HISTORY     - Date     Condition        Report By
 MJ0450  HISTORY     - 1935     MONUMENTED       CGS
 MJ0450  HISTORY     - 1969     MARK NOT FOUND   USGS
 MJ0450
 MJ0450                          STATION DESCRIPTION
 MJ0450
 MJ0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0450'2.1 MI N FROM LEWIS.
 MJ0450'2.1 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0450'RAILROAD FROM THE STATION AT LEWIS, CASS COUNTY, OPPOSITE BRIDGE
 MJ0450'446.6, 72 FEET EAST OF THE CENTERLINE OF THE TRACK, 15 FEET
 MJ0450'WEST OF THE CENTERLINE OF U.S. HIGHWAY 6, AT A 2- BY 5-FOOT
 MJ0450'CONCRETE CULVERT, IN THETOP OF THE SOUTHWEST CORNER OF THE
 MJ0450'HEADWALL, AND ABOUT 3-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD
 MJ0450'DISK, STAMPED H 99 1935.  NOTE-- A NEW CULVERT NOW EXISTS AT
 MJ0450'SITE OF OLD CULVERT WITH B.M.
 MJ0450
 MJ0450                          STATION RECOVERY (1969)
 MJ0450
 MJ0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MJ0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0769 ***********************************************************************
 NJ0769  DESIGNATION -  HAAS
 NJ0769  PID         -  NJ0769
 NJ0769  STATE/COUNTY-  IA/LINN
 NJ0769  USGS QUAD   -  MARION (1994)
 NJ0769
 NJ0769                         *CURRENT SURVEY CONTROL
 NJ0769  ___________________________________________________________________
 NJ0769* NAD 83(1996)-  42 00 30.84199(N)    091 36 49.19542(W)     ADJUSTED  
 NJ0769* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 NJ0769  ___________________________________________________________________
 NJ0769  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 NJ0769  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 NJ0769
 NJ0769  HORZ ORDER  -  SECOND
 NJ0769
 NJ0769.The horizontal coordinates were established by classical geodetic methods
 NJ0769.and adjusted by the National Geodetic Survey in May 1999..
 NJ0769
 NJ0769.The orthometric height was scaled from a topographic map.
 NJ0769
 NJ0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0769
 NJ0769.The geoid height was determined by GEOID03.
 NJ0769
 NJ0769;                    North         East     Units Scale Factor Converg.
 NJ0769;SPC IA N     - 1,058,233.334 1,656,252.055   MT  1.00001105   +1 16 42.4
 NJ0769;UTM  15      - 4,651,657.000   614,798.722   MT  0.99976216   +0 55 40.4
 NJ0769
 NJ0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0769!SPC IA N     -   0.99996160  x   1.00001105  =   0.99997265
 NJ0769!UTM  15      -   0.99996160  x   0.99976216  =   0.99972377
 NJ0769
 NJ0769:                Primary Azimuth Mark                     Grid Az
 NJ0769:SPC IA N     -  MARION ST JOSEPHS CATH CHURCH            023 26 03.6
 NJ0769:UTM  15      -  MARION ST JOSEPHS CATH CHURCH            023 47 05.6
 NJ0769
 NJ0769|---------------------------------------------------------------------|
 NJ0769| PID    Reference Object                     Distance      Geod. Az  |
 NJ0769|                                                           dddmmss.s |
 NJ0769| NJ0768 MARION ST JOSEPHS CATH CHURCH       APPROX. 2.8 KM 0244246.0 |
 NJ0769| NJ0772 MARION MUNICIPAL TANK               APPROX. 3.1 KM 0251415.5 |
 NJ0769| NJ0770 MARION FIRST PRESB CH SPIRE         APPROX. 3.2 KM 0253934.1 |
 NJ0769| NJ0771 MARION FIRST METH EPIS CH TWR       APPROX. 3.2 KM 0262006.4 |
 NJ0769| NJ0773 MARION IOWA RR AND LT CO STACK      APPROX. 2.6 KM 0302647.7 |
 NJ0769| CI6480 HAAS RM 1                            42.395 METERS 14451     |
 NJ0769| CI6482 HAAS RM 3                            44.025 METERS 14931     |
 NJ0769| MG0864 CEDAR RAPIDS MUNICIPAL TANK         APPROX. 3.9 KM 1991949.2 |
 NJ0769| MG0867 CEDAR RAPID PENICK FORD LTD TK      APPROX. 6.2 KM 2234158.2 |
 NJ0769| MG0868 CEDAR RAPIDS GAS CO GAS TANK        APPROX. 5.8 KM 2250644.2 |
 NJ0769| MG0866 CEDAR RAPIDS GRACE EPIS CH          APPROX. 5.2 KM 2350518.0 |
 NJ0769| MG0870 CEDAR RAPIDS QUAKER OATS CO TK      APPROX. 5.5 KM 2401758.7 |
 NJ0769| CI6481 HAAS RM 2                            37.908 METERS 24524     |
 NJ0769| MG0865 CEDAR RAPID 3 MIN CEREAL CO TK      APPROX. 3.9 KM 2455928.5 |
 NJ0769| NJ0774 CEDAR RAPIDS MT MERCY CONV CUP      APPROX. 3.4 KM 2603924.2 |
 NJ0769| CI6479 HAAS AZ MK                                         2703212.5 |
 NJ0769|---------------------------------------------------------------------|
 NJ0769
 NJ0769                          SUPERSEDED SURVEY CONTROL
 NJ0769
 NJ0769  NAD 83(1986)-  42 00 30.83946(N)    091 36 49.20619(W) AD(       ) 2
 NJ0769  NAD 27      -  42 00 30.84800(N)    091 36 48.54900(W) AD(       ) 2
 NJ0769
 NJ0769.Superseded values are not recommended for survey control.
 NJ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0769.See file dsdata.txt to determine how the superseded data were derived.
 NJ0769
 NJ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1479951657(NAD 83)
 NJ0769_MARKER: DS = TRIANGULATION STATION DISK
 NJ0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0769_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NJ0769
 NJ0769  HISTORY     - Date     Condition        Report By
 NJ0769  HISTORY     - 1934     MONUMENTED       CGS
 NJ0769  HISTORY     - 1956     GOOD             CGS
 NJ0769  HISTORY     - 1964     GOOD             CGS
 NJ0769
 NJ0769                          STATION DESCRIPTION
 NJ0769
 NJ0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0769'STATION IS ABOUT 3-1/2 MILES NE OF THE CENTER OF CEDAR RAPIDS,
 NJ0769'ABOUT 2 MILES SSW OF MARION, 0.3 MILE E OF THE CITY LIMITS
 NJ0769'OF CEDAR RAPIDS, IN THE SW 1/4 OF SEC. 12, T 83 N, R 7 W,
 NJ0769'ON LAND OWNED BY JOE HAAS.  IT IS ON THE HIGHEST POINT OF A
 NJ0769'SMALL KNOLL, 83 FEET N OF THE CENTER LINE OF THE ROAD, 55
 NJ0769'FEET N OF THE RIGHT-OF-WAY FENCE, 125 FEET E OF A FENCE,
 NJ0769'62 FEET SSE OF A 36-INCH BASSWOOD TREE, AND 64 FEET ESE OF
 NJ0769'A 36-INCH BASSWOOD TREE.  THE SURFACE MARK IS 12 INCHES
 NJ0769'BELOW THE SURFACE OF THE GROUND.
 NJ0769'
 NJ0769'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NJ0769'BRONZE DISKS SET IN CONCRETE.
 NJ0769'
 NJ0769'REFERENCE MARK NO. 1 IS SE OF THE STATION, 1 FOOT N OF THE
 NJ0769'S RIGHT-OF-WAY FENCE OF THE ROAD, AND 25 FEET S OF THE CENTER
 NJ0769'LINE OF THE ROAD AT A SLIGHT CURVE IN THE ROAD AND AT THE
 NJ0769'W END OF A CUT BANK.  THE MARK PROJECTS 7 INCHES.
 NJ0769'
 NJ0769'REFERENCE MARK NO. 2 IS SW OF THE STATION, 36 FEET N OF THE
 NJ0769'CENTER LINE OF THE ROAD, 10 FEET N OF CORNER FENCE POST AT
 NJ0769'THE W END OF A GATE, AND 1 FOOT E OF A FENCE.  THE MARK
 NJ0769'PROJECTS 7 INCHES.
 NJ0769'
 NJ0769'THE AZIMUTH MARK IS W OF THE STATION, ABOUT 170 FEET N OF THE
 NJ0769'CENTER LINE OF THE E-W ROAD PAST THE STATION (30TH STREET), 15
 NJ0769'FEET E OF THE CENTER LINE OF A N-S ROAD (CITY LIMITS), AND
 NJ0769'1 FOOT W OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 10
 NJ0769'INCHES.
 NJ0769'
 NJ0769'TO REACH STATION FROM DOWNTOWN CEDAR RAPIDS GO NE ON 1ST
 NJ0769'AVENUE E (U.S. HIGHWAY 161) FROM THE RIVER FOR 2.9 MILES TO 30TH
 NJ0769'STREET WHICH IS JUST S OF A VIADUCT OVER A RAILROAD.  THENCE
 NJ0769'E ON 30TH STREET FOR 1.1 MILES TO THE STATION.
 NJ0769'
 NJ0769'ALL LIGHTS CAME INTO VIEW AT 40 FEET.
 NJ0769'
 NJ0769'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NJ0769
 NJ0769                          STATION RECOVERY (1956)
 NJ0769
 NJ0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 NJ0769'THE STATION MARK, R.M. NO. 2 AND THE AZIMUTH MARK WERE RECOVERED
 NJ0769'IN GOOD CONDITION.  R.M. NO. 1 PROJECTED ABOUT 2 FEET AND WAS
 NJ0769'IN THE WAY OF CONSTRUCTION SO THIS MARK WAS MOVED TO A NEW
 NJ0769'LOCATION AND WAS STAMPED R.M. NO. 3.  THERE IS A NEW HOUSING
 NJ0769'DEVELOPMENT IN THE VICINITY OF THE STATION AND THE STATION MARK
 NJ0769'IS IN THE FRONT YARD OF A HOME OWNED AND OCCUPIED BY MR. C.W.
 NJ0769'PACKWOOD.  IT IS 33 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER
 NJ0769'OF THE FRONT PORCH, 20 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 NJ0769'OF THE HOUSE AND 3.5 FEET SOUTH-SOUTHWEST OF THE BASE OF AN
 NJ0769'8-INCH TREE.  THE MARK IS 12 INCHES BELOW THE SURFACE.
 NJ0769'
 NJ0769'R.M. NO. 2 AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 NJ0769'
 NJ0769'R.M. NO. 3 IS SOUTHEAST OF THE STATION, 37 FEET SOUTH OF THE
 NJ0769'CENTERLINE OF THE STREET AND IS ON THE PROPERTY LINE BETWEEN
 NJ0769'LOTS OWNED BY MR. DEAN ROBERTS AND MR. E.W. PAPPENFUS.  MARK
 NJ0769'IS ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 NJ0769'
 NJ0769'TO REACH FROM DOWNTOWN CEDAR RAPIDS, FROM BRIDGE, GO NORTHEAST
 NJ0769'ON 1ST AVE. E (U.S. HIGHWAY 151) FOR 2.9 MILES TO A STREET
 NJ0769'ON RIGHT JUST BEFORE REACHING A VIADUCT, TURN RIGHT AND GO
 NJ0769'EASTERLY ON 30TH STREET DRIVE SE FOR 1.1 MILES TO MR. PACKWOODS
 NJ0769'HOUSE ON LEFT AND STATION.
 NJ0769
 NJ0769                          STATION RECOVERY (1964)
 NJ0769
 NJ0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WHD)
 NJ0769'STATION, R.M. 1 AND 2 AND THE AZIMUTH MARK WERE ALL RECOVERED
 NJ0769'IN GOOD CONDITION.  STATION IS BURIED 30 INCHES IN THE FRONT
 NJ0769'LAWN OF A RESIDENCE, MAKING THE STATION DIFFICULT TO USE DUE
 NJ0769'TO THE DAMAGE REQUIRED TO DIG.  IN THE LAWN, HOWEVER, THE
 NJ0769'RESIDENTS WERE MOST COOPERATIVE.  R.M. 1 PROJECTS APPROX.
 NJ0769'14 INCHES AND IS CONSPICUOUS IN THE LAWN OF THE RESIDENCE
 NJ0769'NORTH OF THE STATION.  R.M. 2 IS BURIED 8 INCHES IN THE LAWN
 NJ0769'OF A RESIDENCE ACROSS THE STREET FROM THE STATION.  THE
 NJ0769'AZIMUTH STATION PROJECTS 20 INCHES BUT IS NO LONGER
 NJ0769'INTERVISIBLE TO THE STATION.  DESCRIPTION IS ADEQUATE TO
 NJ0769'LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0843 ***********************************************************************
 NL0843  DESIGNATION -  HALBUR MUNICIPAL STANDPIPE
 NL0843  PID         -  NL0843
 NL0843  STATE/COUNTY-  IA/CARROLL
 NL0843  USGS QUAD   -  CARROLL WEST (1980)
 NL0843
 NL0843                         *CURRENT SURVEY CONTROL
 NL0843  ___________________________________________________________________
 NL0843* NAD 83(1996)-  42 00 25.20886(N)    094 58 13.64516(W)     ADJUSTED  
 NL0843* NAVD 88     -                                                        
 NL0843  ___________________________________________________________________
 NL0843  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 NL0843  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 NL0843
 NL0843  HORZ ORDER  -  THIRD
 NL0843
 NL0843.The horizontal coordinates were established by classical geodetic methods
 NL0843.and adjusted by the National Geodetic Survey in May 1999..
 NL0843
 NL0843
 NL0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0843
 NL0843.The geoid height was determined by GEOID03.
 NL0843
 NL0843;                    North         East     Units Scale Factor Converg.
 NL0843;SPC IA N     - 1,057,375.616 1,378,189.634   MT  1.00001137   -0 59 47.7
 NL0843;UTM  15      - 4,652,431.832   336,825.917   MT  0.99992763   -1 19 08.3
 NL0843
 NL0843                          SUPERSEDED SURVEY CONTROL
 NL0843
 NL0843  NAD 83(1986)-  42 00 25.20673(N)    094 58 13.64964(W) AD(       ) 4
 NL0843  NAD 27      -  42 00 25.25500(N)    094 58 12.68400(W) AD(       ) 3
 NL0843
 NL0843.Superseded values are not recommended for survey control.
 NL0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0843.See file dsdata.txt to determine how the superseded data were derived.
 NL0843
 NL0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3682652432(NAD 83)
 NL0843_MARKER: 52 = STANDPIPE TANK
 NL0843
 NL0843  HISTORY     - Date     Condition        Report By
 NL0843  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0843
 NL0843                          STATION DESCRIPTION
 NL0843
 NL0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0843'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF THE SMALL
 NL0843'TOWN OF HALBUR.  IT IS LOCATED ON THE HIGHEST GROUND IN THE
 NL0843'TOWN.  THE STANDPIPE IS PAINTED SILVER AND IS APPROXIMATELY
 NL0843'70 FEET HIGH.
 NL0843'
 NL0843'THE POINT INTERSECTED WAS THE EXTREME TOP OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0478 ***********************************************************************
 MH0478  DESIGNATION -  HALL
 MH0478  PID         -  MH0478
 MH0478  STATE/COUNTY-  IA/POWESHIEK
 MH0478  USGS QUAD   -  BROOKLYN (1968)
 MH0478
 MH0478                         *CURRENT SURVEY CONTROL
 MH0478  ___________________________________________________________________
 MH0478* NAD 83(1996)-  41 41 17.96351(N)    092 28 09.66594(W)     ADJUSTED  
 MH0478* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 MH0478  ___________________________________________________________________
 MH0478  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 MH0478  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 MH0478
 MH0478  HORZ ORDER  -  FIRST
 MH0478
 MH0478.The horizontal coordinates were established by classical geodetic methods
 MH0478.and adjusted by the National Geodetic Survey in May 1999..
 MH0478
 MH0478.The orthometric height was scaled from a topographic map.
 MH0478
 MH0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0478
 MH0478.The geoid height was determined by GEOID03.
 MH0478
 MH0478;                    North         East     Units Scale Factor Converg.
 MH0478;SPC IA S     -   187,998.813   585,802.082   MT  0.99998451   +0 40 44.0
 MH0478;UTM  15      - 4,615,308.059   544,160.908   MT  0.99962400   +0 21 10.5
 MH0478
 MH0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0478!SPC IA S     -   0.99995844  x   0.99998451  =   0.99994295
 MH0478!UTM  15      -   0.99995844  x   0.99962400  =   0.99958245
 MH0478
 MH0478:                Primary Azimuth Mark                     Grid Az
 MH0478:SPC IA S     -  BROOKLYN MUNICIPAL TANK                  022 10 27.3
 MH0478:UTM  15      -  BROOKLYN MUNICIPAL TANK                  022 30 00.8
 MH0478
 MH0478|---------------------------------------------------------------------|
 MH0478| PID    Reference Object                     Distance      Geod. Az  |
 MH0478|                                                           dddmmss.s |
 MH0478| MH0477 BROOKLYN MUNICIPAL TANK             APPROX. 5.5 KM 0225111.3 |
 MH0478| MH0476 BROOKLYN HIGH SCHOOL STEEPLE        APPROX. 5.5 KM 0251552.0 |
 MH0478| MH0486 AIR BCN 3 MI NE OF CANFORTH         APPROX.16.2 KM 0604024.0 |
 MH0478| MH0460 LADORA MUNICIPAL TANK               APPROX.25.2 KM 0715755.0 |
 MH0478| MH0471 VICTOR MUNICIPAL TANK               APPROX.15.5 KM 0723419.8 |
 MH0478| CL8645 HALL RM 1                            29.395 METERS 11537     |
 MH0478| CL8646 HALL RM 3                            29.242 METERS 11938     |
 MH0478| CL8647 HALL RM 4                            15.255 METERS 16827     |
 MH0478| MH0582 MONTEZUMA MUNICIPAL TANK            APPROX.12.2 KM 2010226.4 |
 MH0478| AH1849 HALL RM 2                           399.094 METERS 20103     |
 MH0478| MH0585 GRINNEL AIR BEACON                  APPROX.18.8 KM 2843430.8 |
 MH0478| MH0586 GRINNEL MUNICIPAL TANK              APPROX.22.0 KM 2851304.0 |
 MH0478| MH0583 GRINNEL SPAULDING CO STACK          APPROX.22.5 KM 2853234.1 |
 MH0478| MH0584 GRINNEL CONG CHURCH SPIRE           APPROX.22.0 KM 2861211.6 |
 MH0478| MH0580 MALCOLM MUNICIPAL TANK              APPROX. 7.6 KM 2862243.3 |
 MH0478| MH0579 AIR BEACON 4 MI W OF BROOKLYN       APPROX. 6.1 KM 3281009.3 |
 MH0478|---------------------------------------------------------------------|
 MH0478
 MH0478                          SUPERSEDED SURVEY CONTROL
 MH0478
 MH0478  NAD 83(1986)-  41 41 17.97227(N)    092 28 09.67191(W) AD(       ) 1
 MH0478  NAD 27      -  41 41 17.97800(N)    092 28 09.00900(W) AD(       ) 1
 MH0478
 MH0478.Superseded values are not recommended for survey control.
 MH0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0478.See file dsdata.txt to determine how the superseded data were derived.
 MH0478
 MH0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4416115308(NAD 83)
 MH0478_MARKER: DS = TRIANGULATION STATION DISK
 MH0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0478_STAMPING: HALL 1930
 MH0478_MARK LOGO: CGS   
 MH0478_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MH0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0478+STABILITY: SURFACE MOTION
 MH0478
 MH0478  HISTORY     - Date     Condition        Report By
 MH0478  HISTORY     - 1930     MONUMENTED       CGS
 MH0478  HISTORY     - 1975     GOOD             NGS
 MH0478  HISTORY     - 19820615 GOOD             NGS
 MH0478
 MH0478                          STATION DESCRIPTION
 MH0478
 MH0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0478'STATION IS ABOUT 3 MILES S AND 1-1/2 MILES W OF BROOKLYN,
 MH0478'NEAR THE S SIDE CENTER OF THE SW 1/4 SEC. 34, T 80 N, R 14 W.
 MH0478'THE STATION IS ON LAND OWNED BY MRS. HALL WHO LIVES IN BROOKLYN,
 MH0478'AND IS ACROSS THE ROAD AND 400 FEET W OF THE HOUSE OF MR. O.D.
 MH0478'HALL.  THE MARK IS FLUSH WITH THE SURFACE, ON THE 1/4 SECTION OF
 MH0478'FENCE LINE, 19.2 METERS N OF THE CENTER LINE OF THE SECTION-LINE
 MH0478'ROAD.
 MH0478'
 MH0478'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MH0478'DISKS SET IN CONCRETE.
 MH0478'
 MH0478'REFERENCE MARK NO. 1, 10 INCHES ABOVE THE SURFACE, IS S OF THE
 MH0478'ROAD OPPOSITE THE STATION AND IS 10.4 METERS S OF THE CENTER LINE
 MH0478'OF THE ROAD, AND 0.8 METER N OF A FENCE LINE.  REFERENCE MARK NO.
 MH0478'2, 6 INCHES ABOVE, IS NEAR THE INTERSECTION OF THE SECTION LINES
 MH0478'1/4 MILE W OF THE STATION AND IS 3.2 METERS E OF THE FENCE
 MH0478'CORNER, 8.7 METERS S OF THE CENTER LINE OF THE SECTION-LINE ROAD.
 MH0478'
 MH0478'TO REACH FROM BROOKLYN, WHICH IS A TOWN ON HIGHWAY 32, GO
 MH0478'TO THE SW EDGE OF THE TOWN AND PROCEED 3-3/4 MILES S FROM THE
 MH0478'TRACKS (INCLUDING 2 JOGS TO THE W), THEN 3/4 MILE W TO THE
 MH0478'STATION.
 MH0478'
 MH0478'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MH0478
 MH0478                          STATION RECOVERY (1975)
 MH0478
 MH0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MH0478'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 MH0478'GOOD CONDITION.  REFERENCE MARK 2 IS BELIEVED TO HAVE BEEN DESTROYED
 MH0478'WHEN THE ROAD WAS WIDENED AND GRADED AS THE MEASUREMENT FROM CENTER
 MH0478'OF ROAD SHOW THE MARK TO FALL IN ROAD DITCH.  BEING REFERENCE MARK
 MH0478'1 PROJECTED 12 INCHES AND IN THE WAY FOR FARMER TO ENTER HIS FIELD,
 MH0478'HE REQUESTED THE MARK BE REMOVED.  REFERENCE MARKS 3 AND 4 WERE
 MH0478'ESTABLISHED THIS DATE AND AFTER OBSERVATIONS WERE MADE
 MH0478'REFERENCE MARK 1 WAS REMOVED.  DUE TO TALL CORN A VISIBLE PLACE FOR
 MH0478'A NEW AZIMUTH MARK COULD NOT BE FOUND.  WITH TRIMMING OF TREE
 MH0478'BRANCHES ON TREE AT THE STATION, THE BROOKLYN MUNICIPAL WATER TANK
 MH0478'WOULD BE VISIBLE AT 5 FEET.  A NEW COMPLETE DESCRIPTION FOLLOWS--
 MH0478'
 MH0478'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH AND 1-1/2 MILES WEST OF
 MH0478'BROOKLYN, NEAR THE SOUTH SIDE CENTER OF THE SOUTHWEST QUARTER OF
 MH0478'SECTION 34, T 80 N, R 14 W, AND ON PROPERTY OWNED BY MR. GEROLD
 MH0478'HALL WHO LIVES ABOUT 0.5 MILES WEST OF THE STATION AND ON SOUTH
 MH0478'SIDE OF THE ROAD.
 MH0478'
 MH0478'TO REACH THE STATION FROM THE RAILROAD OVERPASS AT THE SOUTHEAST
 MH0478'CORNER OF BROOKLYN, GO SOUTH ON POWESHIEK V 18 COUNTY ROAD
 MH0478'(SURFACED) FOR 2.25 MILES TO INTERSTATE 80 OVERPASS.  CONTINUE SOUTH
 MH0478'AND WEST ON V18 FOR 1.05 MILE TO WHERE V 18 TURNS LEFT, SOUTH.
 MH0478'CONTINUE WEST ON A GRAVELED ROAD FOR 0.8 MILE TO A GATE AND THE
 MH0478'STATION ON THE RIGHT AND A FARM ON THE LEFT.
 MH0478'
 MH0478'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED HALL 1930, SET
 MH0478'IN THE TOP OF A 16 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 MH0478'THE GROUND SURFACE.  IT IS 63.5 FEET NORTH OF THE CENTER OF THE
 MH0478'GRAVELED ROAD, 28.5 FEET NORTH OF A CORNER FENCE POST AND EAST END
 MH0478'GATE POST, 27 FEET SOUTH OF A LARGE TREE IN A NORTH-SOUTH
 MH0478'FENCELINE, 1 FOOT WEST OF A METAL WITNESS POST IN THE NORTH-SOUTH
 MH0478'FENCELINE AND ABOUT 400 FEET WEST-NORTHWEST OF A FARM HOUSE.  THE
 MH0478'UNDERGROUND MARK WAS NOT INSPECTED.
 MH0478'
 MH0478'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED
 MH0478'HALL 1930 NO 3 1975 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 63
 MH0478'FEET EAST OF A POWER POLE, 34 FEET SOUTH OF THE CENTER OF THE
 MH0478'GRAVELED ROAD, 18 FEET NORTHWEST OF A CORNER FENCE POST AT NORTHWEST
 MH0478'CORNER OF A HOG LOT AND AT THE EAST EDGE OF A TREE ROW IN A
 MH0478'FENCELINE ALONG SOUTH SIDE OF ROAD.
 MH0478'
 MH0478'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED
 MH0478'HALL 1930 NO 4 1975, AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 MH0478'33 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 25.5 FEET WEST OF
 MH0478'THE WEST END GATE POST, 1 FOOT EAST OF A METAL WITNESS POST IN
 MH0478'FENCELINE AND 6 INCHES SOUTH OF AN EAST-WEST FENCELINE.
 MH0478'
 MH0478'NOTE--A NEW AZIMUTH MARK FOR THIS STATION WILL BE ESTABLISHED AT A
 MH0478'LATER DATE.
 MH0478'
 MH0478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES S AND 1-1/2
 MH0478'MILES W OF BROOKLYN.
 MH0478
 MH0478                          STATION RECOVERY (1982)
 MH0478
 MH0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 MH0478'THE SURFACE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 MH0478'RECOVERED AS DESCRIBED IN 1975.  THE ANGLE BETWEEN THE MARKS AND THE
 MH0478'DISTANCES TO THESE MARKS AGREED WITH 1975 DATA.  REFERENCE MARK 2,
 MH0478'WHICH WAS NOT FOUND IN 1975, WAS RECOVERED IN GOOD CONDITION.  BY
 MH0478'USING TRANSFERRED DATA FROM 1975 OBSERVATIONS ON REFERENCE MARK 1,
 MH0478'WHICH HAS BEEN DESTROYED, THE DIRECTIONS TO REFERENCE MARKS 3 AND 4
 MH0478'WERE CHECKED.  REFERENCE MARK 2 IS 0.40 KM (0.25 MI) WEST OF THE
 MH0478'STATION AND AT A T-ROAD INTERSECTION.  TO REACH THE MARK FROM THE
 MH0478'STATION, GO WEST ON THE GRAVELED ROAD FOR 0.40 KM (0.25 MI) TO A SIDE
 MH0478'ROAD ON THE RIGHT AND REFERENCE MARK 2 ON THE LEFT.  THE CENTER OF THE
 MH0478'PEDESTAL-SPHERE TYPE WATER TOWER WAS OBSERVED UPON, FOR THE MONTEZUMA
 MH0478'NEW MUN TANK.  MEASUREMENTS FROM LOCAL OBJECTS TO REFERENCE MARK 2
 MH0478'FOLLOW.  THE PROPERTY OWNER, MR GERALD HALL DECLINED TO FURNISH HIS
 MH0478'PHONE NUMBER OR MAIL ADDRESS.  REFERENCE MARK NO 2 IS A STANDARD CGS
 MH0478'DISK STAMPED --- HALL NO 2 1930 --- SET INTO THE TOP OF A SQUARE
 MH0478'CONCRETE MONUMENT 36 CM IN DIAMETER FLUSH WITH THE GROUND. LOCATED
 MH0478'14.16 METERS (46.46 FT) EAST-SOUTHEAST FROM A JUNCTION POWERLINE POLE,
 MH0478'9.5 METERS (31.2 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 2.20
 MH0478'METERS (7.22 FT) EAST-NORTHEAST FROM A T-FENCE CORNER AND 0.75 METERS
 MH0478'(2.46 FT) NORTH FROM A WITNESS POST AND FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1849 ***********************************************************************
 AH1849  DESIGNATION -  HALL RM 2
 AH1849  PID         -  AH1849
 AH1849  STATE/COUNTY-  IA/POWESHIEK
 AH1849  USGS QUAD   -  BROOKLYN (1968)
 AH1849
 AH1849                         *CURRENT SURVEY CONTROL
 AH1849  ___________________________________________________________________
 AH1849* NAD 83(1996)-  41 41 05.89035(N)    092 28 15.86205(W)     ADJUSTED  
 AH1849* NAVD 88     -       288.5    (meters)     947.     (feet)  VERTCON   
 AH1849  ___________________________________________________________________
 AH1849  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AH1849  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 AH1849
 AH1849  HORZ ORDER  -  THIRD
 AH1849
 AH1849.The horizontal coordinates were established by classical geodetic methods
 AH1849.and adjusted by the National Geodetic Survey in January 2003..
 AH1849
 AH1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1849
 AH1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1849
 AH1849.The geoid height was determined by GEOID03.
 AH1849
 AH1849;                    North         East     Units Scale Factor Converg.
 AH1849;SPC IA S     -   187,624.668   585,663.208   MT  0.99998402   +0 40 39.9
 AH1849;UTM  15      - 4,614,934.844   544,019.959   MT  0.99962385   +0 21 06.3
 AH1849
 AH1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1849!SPC IA S     -   0.99995977  x   0.99998402  =   0.99994379
 AH1849!UTM  15      -   0.99995977  x   0.99962385  =   0.99958364
 AH1849
 AH1849                          SUPERSEDED SURVEY CONTROL
 AH1849
 AH1849  NGVD 29 (01/21/03)  288.5    (m)          947.     (f) VERT ANG       
 AH1849
 AH1849.Superseded values are not recommended for survey control.
 AH1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1849.See file dsdata.txt to determine how the superseded data were derived.
 AH1849
 AH1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4402014935(NAD 83)
 AH1849_MARKER: DS = TRIANGULATION STATION DISK
 AH1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1849_STAMPING: HALL NO 2 1930
 AH1849_MARK LOGO: CGS   
 AH1849_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1849+STABILITY: SURFACE MOTION
 AH1849
 AH1849  HISTORY     - Date     Condition        Report By
 AH1849  HISTORY     - 1930     MONUMENTED       CGS
 AH1849  HISTORY     - 19820615 GOOD             NGS
 AH1849
 AH1849                          STATION DESCRIPTION
 AH1849
 AH1849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AH1849'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTH AND 2.8 KM (1.75
 AH1849'MI) WEST OF BROOKLYN AND ON THE SOUTH RIGHT-OF-WAY OF A COUNTY ROAD.
 AH1849'TO REACH THE STATION FROM THE RAILROAD OVERPASS OF POWESHIEK COUNTY
 AH1849'ROAD V 18 AT BROOKLYN, GO SOUTH FOR 3.62 KM (2.25 MI) TO INTERSTATE
 AH1849'HIGHWAY 80.  CONTINUE SOUTH AND WEST ON THE COUNTY ROAD FOR 1.61 KM
 AH1849'(1.00 MI) TO WHERE THE COUNTY ROAD TURNS SOUTH.  CONTINUE WEST ON A
 AH1849'GRADED COUNTY ROAD FOR 1.6 KM (1.00 MI) TO THE MARK ON THE LEFT AT A
 AH1849'T-ROAD.  STATION IS A STANDARD CGS RM DISK STAMPED --- HALL NO 2 1930
 AH1849'--- SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST THAT IS FLUSH.
 AH1849'IT IS 14.16 M (46.46 FT) EAST-SOUTHEAST OF A JUNCTION POWERLINE POLE,
 AH1849'9.5 M (31.2 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 2.2 M (7.2 FT)
 AH1849'EAST-NORTHEAST OF A T-FENCE CORNER, 0.75 M (2.46 FT) NORTH FROM A
 AH1849'WITNESS POST AND OPPOSITE THE T-ROAD LEADING NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0833 ***********************************************************************
 LF0833  DESIGNATION -  HAM
 LF0833  PID         -  LF0833
 LF0833  STATE/COUNTY-  IA/FREMONT
 LF0833  USGS QUAD   -  HAMBURG (1984)
 LF0833
 LF0833                         *CURRENT SURVEY CONTROL
 LF0833  ___________________________________________________________________
 LF0833* NAD 83(1996)-  40 36 37.68438(N)    095 41 12.30026(W)     ADJUSTED  
 LF0833* NAVD 88     -       276.796  (meters)     908.12   (feet)  ADJUSTED  
 LF0833  ___________________________________________________________________
 LF0833  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 LF0833  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LF0833  DYNAMIC HT  -         276.650 (meters)     907.64  (feet)  COMP
 LF0833  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 LF0833
 LF0833  HORZ ORDER  -  THIRD
 LF0833  VERT ORDER  -  FIRST     CLASS II
 LF0833
 LF0833.The horizontal coordinates were established by classical geodetic methods
 LF0833.and adjusted by the National Geodetic Survey in May 1999..
 LF0833
 LF0833.The orthometric height was determined by differential leveling
 LF0833.and adjusted by the National Geodetic Survey in June 1991..
 LF0833
 LF0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0833
 LF0833.The geoid height was determined by GEOID03.
 LF0833
 LF0833.The dynamic height is computed by dividing the NAVD 88
 LF0833.geopotential number by the normal gravity value computed on the
 LF0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0833.degrees latitude (g = 980.6199 gals.).
 LF0833
 LF0833.The modeled gravity was interpolated from observed gravity values.
 LF0833
 LF0833;                    North         East     Units Scale Factor Converg.
 LF0833;SPC IA S     -    70,117.792   314,957.778   MT  1.00000110   -1 26 25.5
 LF0833;SPC MO W     -   493,927.628   749,571.846   MT  1.00006528   -0 46 21.1
 LF0833;UTM  15      - 4,498,987.052   272,702.283   MT  1.00023597   -1 44 58.5
 LF0833
 LF0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0833!SPC IA S     -   0.99996128  x   1.00000110  =   0.99996238
 LF0833!SPC MO W     -   0.99996128  x   1.00006528  =   1.00002655
 LF0833!UTM  15      -   0.99996128  x   1.00023597  =   1.00019724
 LF0833
 LF0833|---------------------------------------------------------------------|
 LF0833| PID    Reference Object                     Distance      Geod. Az  |
 LF0833|                                                           dddmmss.s |
 LF0833| LF0834 HAM RM 1                             11.562 METERS 13031     |
 LF0833| LF0835 HAM RM 2                             25.171 METERS 31316     |
 LF0833| LF0836 HAM AZ MK                                          3152430.5 |
 LF0833|---------------------------------------------------------------------|
 LF0833
 LF0833                          SUPERSEDED SURVEY CONTROL
 LF0833
 LF0833  NAD 83(1996)-  40 36 37.68437(N)    095 41 12.30027(W) AD(       ) 3
 LF0833  NAD 83(1986)-  40 36 37.69092(N)    095 41 12.29516(W) AD(       ) 3
 LF0833  NAD 27      -  40 36 37.69200(N)    095 41 11.31100(W) AD(       ) 3
 LF0833  NGVD 29 (??/??/92)  276.701  (m)          907.81   (f) ADJ UNCH    1 2
 LF0833
 LF0833.Superseded values are not recommended for survey control.
 LF0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0833.See file dsdata.txt to determine how the superseded data were derived.
 LF0833
 LF0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7270298987(NAD 83)
 LF0833_MARKER: DS = TRIANGULATION STATION DISK
 LF0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0833_STAMPING: HAM 1947
 LF0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0833+STABILITY: SURFACE MOTION
 LF0833
 LF0833  HISTORY     - Date     Condition        Report By
 LF0833  HISTORY     - 1947     MONUMENTED       CGS
 LF0833  HISTORY     - 1948     GOOD             NGS
 LF0833  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0833  HISTORY     - 1970     MARK NOT FOUND   NGS
 LF0833
 LF0833                          STATION DESCRIPTION
 LF0833
 LF0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF0833'THE STATION IS LOCATED ABOUT 1.0 MILE WEST-NORTHWEST OF HAMBURG,
 LF0833'ON THE RIGHT-OF-WAY BETWEEN THE CHICAGO, BURLINGTON AND QUINCY
 LF0833'RAILROAD AND A PUBLIC ROAD.  IT IS 95 FEET NORTH-NORTHWEST OF A
 LF0833'RAILROAD SIGN HAMBURG, 38 FEET NORTHWEST OF A TELEGRAPH POLE
 LF0833'WITH A TRIANGLE BLAZE, 34 FEET NORTHEAST OF RAILROAD TRACK AND
 LF0833'4 FEET EAST-NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 4
 LF0833'INCHES AND THE DISK IS STAMPED HAM 1947.
 LF0833'
 LF0833'REFERENCE MARK NO. 1 IS 37.93 FEET SOUTHEAST OF THE STATION AND
 LF0833'1 FOOT NORTH OF A TELEGRAPH POLE WITH A TRIANGLE BLAZE.  THE MARK
 LF0833'PROJECTS 3 INCHES AND THE DISK IS STAMPED HAM NO 1 1947.
 LF0833'
 LF0833'REFERENCE MARK NO.2 IS 82.58 FEET NORTHWEST OF THE STATION AND
 LF0833'1 FOOT EAST-NORTHEAST OF A TELEGRAPH POLE.  THE MARK PROJECTS 4
 LF0833'INCHES AND THE DISK IS STAMPED HAM NO 2 1947.
 LF0833'
 LF0833'AZIMUTH MARK IS ABOUT 0.25 MILE NORTHWEST OF THE STATION, 35
 LF0833'FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET EAST-SOUTHEAST
 LF0833'OF A WITNESS POST AND 2 FEET SOUTHEAST OF THE FENCE CORNER.  THE
 LF0833'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED HAM 1947.
 LF0833'
 LF0833'TO REACH FROM THE FLAG POLE, IN THE CENTER OF MAIN STREET OF
 LF0833'HAMBURG, GO SOUTH ON MAIN STREET FOR 0.3 MILE TO CROSS STREETS
 LF0833'AT SIGN AIRPORT, TURN RIGHT (WEST) FOR 1.1 MILES TO A T ROAD
 LF0833'RIGHT, TURN RIGHT (NORTH) CROSSING BRIDGE FOR 0.35 MILE TO
 LF0833'RAILROAD CROSSING, TURN LEFT (NORTHWEST) ALONG RAILROAD FOR
 LF0833'0.55 MILE TO THE STATION ON THE LEFT NEAR TELEGRAPH POLE
 LF0833'WITH A TRIANGLE BLAZE.
 LF0833'
 LF0833'TO REACH THE AZIMUTH FROM THE STATION, CONTINUE NORTHWEST FOR
 LF0833'0.25 MILE TO THE MARK ON THE RIGHT.
 LF0833'
 LF0833'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 LF0833
 LF0833                          STATION RECOVERY (1948)
 LF0833
 LF0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0833'1.7 MI NW FROM HAMBURG.
 LF0833'1.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0833'RAILROAD FROM THE STATION AT HAMBURG, 0.3 MILE SOUTHEAST OF
 LF0833'MILEPOST 144, BETWEEN THE TRACKS AND THE ROAD, 95.0 FEET NORTHWEST
 LF0833'OF THE HAMBURG SIGN POST, 38.0 FEET NORTHWEST OF A TELEPHONE
 LF0833'POLE, 33.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 42.0 FEET
 LF0833'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4.4 FEET EAST OF A
 LF0833'4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LF0833'IS FLUSH WITH THE GROUND.
 LF0833
 LF0833                          STATION RECOVERY (1964)
 LF0833
 LF0833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0833'STATION AND RM 1 HAVE BEEN DESTROYED.  RM 2 HAS BEEN RECOVERED - OK.
 LF0833
 LF0833                          STATION RECOVERY (1970)
 LF0833
 LF0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LF0833'THE STATION SURFACE MARK AND REFERENCE MARK NO. 1 WERE DESTROYED
 LF0833'BY ROAD CONSTRUCTION.  THE UNDERGROUND STATION MARK, REFERENCE
 LF0833'MARK NO. 2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 LF0833'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK NO. 2 FAILED
 LF0833'TO CHECK BY 0.09 FEET AND THE DIRECTION FAILED TO CHECK BY
 LF0833'7 MINUTES 54 SECONDS.
 LF0833'
 LF0833'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 LF0833'MARK AND ALSO REFERENCE MARK NO. 3 WAS SET.
 LF0833'
 LF0833'FOLLOWING IS A COMPLETE DESCRIPTION.
 LF0833'
 LF0833'TO REACH THE STATION FROM THE FLAG POLE IN THE CENTER OF MAIN
 LF0833'STREET OF HAMBURG, GO SOUTH ON MAIN STREET FOR 0.3 MILE TO A
 LF0833'CROSS STREET.  TURN RIGHT AND GO WEST FOR 1.1 MILES TO A SIDE
 LF0833'ROAD ON THE RIGHT.  TURN RIGHT, CROSSING A BRIDGE, AND GO NORTH
 LF0833'ON A GRAVELED ROAD FOR 0.35 MILES TO A RAILROAD CROSSING.  TURN
 LF0833'LEFT AND GO NORTHWEST ON ALONG RAILROAD ON A GRAVELED ROAD FOR
 LF0833'0.55 MILE TO THE STATION ON THE LEFT.  (CONTINUE NORTHWEST ON
 LF0833'THE GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 LF0833'RIGHT.)
 LF0833'
 LF0833'STATION SURFACE MARK, A STANDARD DISK STAMPED HAM 1947 1970, IS
 LF0833'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 LF0833'IT IS 44 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 38
 LF0833'FEET NORTHWEST OF A TELEGRAPH POLE WITH A TRIANGLE BLAZE, 34
 LF0833'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD TRACKS, AND
 LF0833'1.5 FEET SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 LF0833'MARK, A STANDARD DISK STAMPED HAM 1947, IS SET IN THE TOP OF
 LF0833'AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF
 LF0833'THE GROUND.
 LF0833'
 LF0833'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HAM NO. 2 1947,
 LF0833'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LF0833'6 INCHES.  IT IS 42 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED
 LF0833'ROAD, 35 FEET NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD TRACKS,
 LF0833'AND 1 FOOT EAST-NORTHEAST OF A TELEGRAPH POLE.
 LF0833'
 LF0833'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HAM 1947 NO. 3 1970,
 LF0833'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 LF0833'INCHES.  IT IS 42 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED
 LF0833'ROAD, 35 FEET NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD TRACKS,
 LF0833'AND 1 FOOT NORTHEAST OF A TELEGRAPH POLE WITH A TRIANGLE BLAZE.
 LF0833'
 LF0833'AZIMUTH MARK, A STANDARD DISK STAMPED HAM 1947, IS SET IN THE
 LF0833'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 LF0833'35 FEET NORTHEAST OF THE CENTER OF THE GRAVELED ROAD, 11 FEET
 LF0833'NORTHWEST OF A CORNER FENCE POST, AND 2 FEET NORTHEAST OF A
 LF0833'METAL WITNESS POST SET IN A FENCELINE.
 LF0833'
 LF0833'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- APPROX 1.0
 LF0833'MILES WNW OF HAMBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0836 ***********************************************************************
 LF0836  DESIGNATION -  HAM AZ MK
 LF0836  PID         -  LF0836
 LF0836  STATE/COUNTY-  IA/FREMONT
 LF0836  USGS QUAD   -  HAMBURG (1984)
 LF0836
 LF0836                         *CURRENT SURVEY CONTROL
 LF0836  ___________________________________________________________________
 LF0836* NAD 83(1986)-  40 36 48.     (N)    095 41 28.     (W)     SCALED    
 LF0836* NAVD 88     -       276.488  (meters)     907.11   (feet)  ADJUSTED  
 LF0836  ___________________________________________________________________
 LF0836  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LF0836  DYNAMIC HT  -         276.342 (meters)     906.63  (feet)  COMP
 LF0836  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 LF0836
 LF0836  VERT ORDER  -  FIRST     CLASS II
 LF0836
 LF0836.The horizontal coordinates were scaled from a topographic map and have
 LF0836.an estimated accuracy of +/- 6 seconds.
 LF0836
 LF0836.The orthometric height was determined by differential leveling
 LF0836.and adjusted by the National Geodetic Survey in June 1991..
 LF0836.WARNING-Repeat measurements at this control monument indicate possible
 LF0836.vertical movement.
 LF0836
 LF0836.The geoid height was determined by GEOID03.
 LF0836
 LF0836.The dynamic height is computed by dividing the NAVD 88
 LF0836.geopotential number by the normal gravity value computed on the
 LF0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0836.degrees latitude (g = 980.6199 gals.).
 LF0836
 LF0836.The modeled gravity was interpolated from observed gravity values.
 LF0836
 LF0836;                    North         East    Units  Estimated Accuracy
 LF0836;SPC IA S     -    70,450.      314,600.      MT  (+/- 180 meters Scaled)
 LF0836
 LF0836                          SUPERSEDED SURVEY CONTROL
 LF0836
 LF0836  NGVD 29 (??/??/92)  276.412  (m)          906.86   (f) ADJ UNCH    1 2
 LF0836
 LF0836.Superseded values are not recommended for survey control.
 LF0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0836.See file dsdata.txt to determine how the superseded data were derived.
 LF0836
 LF0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE723993(NAD 83)
 LF0836_MARKER: DZ = AZIMUTH MARK DISK
 LF0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0836_SP_SET: CONCRETE POST
 LF0836_STAMPING: HAM 1947
 LF0836_MARK LOGO: CGS   
 LF0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0836+STABILITY: SURFACE MOTION
 LF0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0836+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 LF0836
 LF0836  HISTORY     - Date     Condition        Report By
 LF0836  HISTORY     - 1947     MONUMENTED       CGS
 LF0836  HISTORY     - 1948     GOOD             NGS
 LF0836  HISTORY     - 19890726 GOOD             NGS
 LF0836
 LF0836                          STATION DESCRIPTION
 LF0836
 LF0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0836'2 MI NW FROM HAMBURG.
 LF0836'2.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0836'RAILROAD FROM THE STATION AT HAMBURG, 0.3 MILE NORTHWEST OF
 LF0836'TRIANGULATION STATION HAM 1947, 104.0 FEET NORTHEAST OF MILEPOST
 LF0836'144, 37.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 LF0836'SOUTHEAST OF A CORNER FENCE POST, 2.3 FEET EAST OF A 4 X 4
 LF0836'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF0836'0.3 FOOT ABOVE THE GROUND.
 LF0836
 LF0836                          STATION RECOVERY (1989)
 LF0836
 LF0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0836'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.0 KM
 LF0836'(2.50 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0836'JUNCTION OF MAIN STREET IN HAMBURG, 34.4 M (112.9 FT) NORTHEAST OF
 LF0836'THE NEAR RAIL, 27.5 M (90.2 FT) NORTHEAST OF MILEPOST 144, 11.1 M
 LF0836'(36.4 FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 0.7 M (2.3 FT)
 LF0836'NORTHEAST OF A WITNESS POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 LF0836'ROAD, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.1 M (0.3 FT) ABOVE
 LF0836'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0927 ***********************************************************************
 OO0927  DESIGNATION -  HAM ET
 OO0927  PID         -  OO0927
 OO0927  STATE/COUNTY-  IA/CHICKASAW
 OO0927  USGS QUAD   -  NEW HAMPTON (1972)
 OO0927
 OO0927                         *CURRENT SURVEY CONTROL
 OO0927  ___________________________________________________________________
 OO0927* NAD 83(1996)-  43 03 52.89623(N)    092 19 18.37469(W)     ADJUSTED  
 OO0927* NAVD 88     -       371.1    (meters)    1218.     (feet)  VERTCON   
 OO0927  ___________________________________________________________________
 OO0927  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 OO0927  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 OO0927
 OO0927  HORZ ORDER  -  SECOND
 OO0927
 OO0927.The horizontal coordinates were established by classical geodetic methods
 OO0927.and adjusted by the National Geodetic Survey in May 1999..
 OO0927
 OO0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0927
 OO0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0927
 OO0927.The geoid height was determined by GEOID03.
 OO0927
 OO0927;                    North         East     Units Scale Factor Converg.
 OO0927;SPC IA N     - 1,174,472.751 1,595,967.048   MT  0.99996934   +0 47 54.7
 OO0927;UTM  15      - 4,768,222.114   555,223.405   MT  0.99963752   +0 27 47.2
 OO0927
 OO0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0927!SPC IA N     -   0.99994663  x   0.99996934  =   0.99991597
 OO0927!UTM  15      -   0.99994663  x   0.99963752  =   0.99958417
 OO0927
 OO0927:                Primary Azimuth Mark                     Grid Az
 OO0927:SPC IA N     -  PHILLIP ET                               266 02 16.2
 OO0927:UTM  15      -  PHILLIP ET                               266 22 23.7
 OO0927
 OO0927|---------------------------------------------------------------------|
 OO0927| PID    Reference Object                     Distance      Geod. Az  |
 OO0927|                                                           dddmmss.s |
 OO0927| OO0928 PHILLIP ET                          APPROX. 7.7 KM 2665010.9 |
 OO0927|---------------------------------------------------------------------|
 OO0927
 OO0927                          SUPERSEDED SURVEY CONTROL
 OO0927
 OO0927  NAD 83(1996)-  43 03 52.89621(N)    092 19 18.37470(W) AD(       ) 2
 OO0927  NAD 83(1986)-  43 03 52.88914(N)    092 19 18.37141(W) AD(       ) 2
 OO0927  NAD 27      -  43 03 52.98148(N)    092 19 17.73534(W) AD(       ) 2
 OO0927  NGVD 29 (07/19/86)  371.1    (m)         1218.     (f) VERT ANG       
 OO0927
 OO0927.Superseded values are not recommended for survey control.
 OO0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0927.See file dsdata.txt to determine how the superseded data were derived.
 OO0927
 OO0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5522368222(NAD 83)
 OO0927_MARKER: DD = SURVEY DISK
 OO0927_SETTING: 0 = UNSPECIFIED SETTING
 OO0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0927
 OO0927  HISTORY     - Date     Condition        Report By
 OO0927  HISTORY     - 1969     MONUMENTED       USGS
 OO0927
 OO0927                          STATION DESCRIPTION
 OO0927
 OO0927'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 OO0927'THE STATION IS IN THE TOWN OF NEW HAMPTON, NEAR THE CENTER OF
 OO0927'THE NE 1/4 OF SEC. 12, T. 95 N., R. 13 W., ON TOP OF THE STEFFEN
 OO0927'FARM SUPPLY ELEVATOR.
 OO0927'
 OO0927'TO REACH FROM THE JCT. OF U.S. HWYS. 18 AND 63 IN NEW HAMPTON,
 OO0927'GO W. ON U.S. HWY. 18 FOR 0.15 MI TO THE JCT. OF W. MILWAUKEE
 OO0927'ST. AND N. MAPLE AVENUE, TURN LEFT AND GO S. ON N. MAPLE AVE. FOR
 OO0927'0.1 MI TO A T-STREET W., TURN RIGHT AND FOLLOW GRAVEL STREET
 OO0927'ALONG N. SIDE OF RR. TRACKS FOR 0.05 MI TO THE STEFFEN FARM
 OO0927'SUPPLY ELEVATOR.  THE STATION IS ON TOP OF AND NEAR THE CENTER OF
 OO0927'FOUR ROUND CONCRETE BINS.
 OO0927'
 OO0927'STATION, A STANDARD TABLET CEMENTED IN A DRILL HOLE IN THE
 OO0927'CONCRETE ROOF, STAMPED ET HAM 1969 IS 4 FT N. AND 4 FT W. CENTER OF
 OO0927'THE FOUR ROUND BINS.
 OO0927'
 OO0927'NO REFERENCE MARKS WERE SET.
 OO0927'
 OO0927'NO AZIMUTH MARK WAS SET.
 OO0927'
 OO0927'NO REFERENCE AZIMUTH USED.
 OO0927'
 OO0927'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0834 ***********************************************************************
 LF0834  DESIGNATION -  HAM RM 1
 LF0834  PID         -  LF0834
 LF0834  STATE/COUNTY-  IA/FREMONT
 LF0834  USGS QUAD   -  HAMBURG (1984)
 LF0834
 LF0834                         *CURRENT SURVEY CONTROL
 LF0834  ___________________________________________________________________
 LF0834* NAD 83(1986)-  40 36 37.     (N)    095 41 12.     (W)     SCALED    
 LF0834* NAVD 88     -       276.857  (meters)     908.32   (feet)  ADJUSTED  
 LF0834  ___________________________________________________________________
 LF0834  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LF0834  DYNAMIC HT  -         276.710 (meters)     907.84  (feet)  COMP
 LF0834  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 LF0834
 LF0834  VERT ORDER  -  FIRST     CLASS II
 LF0834
 LF0834.The horizontal coordinates were scaled from a topographic map and have
 LF0834.an estimated accuracy of +/- 6 seconds.
 LF0834
 LF0834.The orthometric height was determined by differential leveling
 LF0834.and adjusted by the National Geodetic Survey in June 1991..
 LF0834
 LF0834.The geoid height was determined by GEOID03.
 LF0834
 LF0834.The dynamic height is computed by dividing the NAVD 88
 LF0834.geopotential number by the normal gravity value computed on the
 LF0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0834.degrees latitude (g = 980.6199 gals.).
 LF0834
 LF0834.The modeled gravity was interpolated from observed gravity values.
 LF0834
 LF0834;                    North         East    Units  Estimated Accuracy
 LF0834;SPC IA S     -    70,100.      314,960.      MT  (+/- 180 meters Scaled)
 LF0834
 LF0834                          SUPERSEDED SURVEY CONTROL
 LF0834
 LF0834  NGVD 29 (??/??/92)  276.761  (m)          908.01   (f) ADJ UNCH    1 2
 LF0834
 LF0834.Superseded values are not recommended for survey control.
 LF0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0834.See file dsdata.txt to determine how the superseded data were derived.
 LF0834
 LF0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE727989(NAD 83)
 LF0834_MARKER: DR = REFERENCE MARK DISK
 LF0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0834_STAMPING: HAM NO 1 1947
 LF0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0834+STABILITY: SURFACE MOTION
 LF0834
 LF0834  HISTORY     - Date     Condition        Report By
 LF0834  HISTORY     - 1947     MONUMENTED       CGS
 LF0834  HISTORY     - 1948     GOOD             NGS
 LF0834  HISTORY     - 19890724 MARK NOT FOUND   NGS
 LF0834
 LF0834                          STATION DESCRIPTION
 LF0834
 LF0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0834'1.7 MI NW FROM HAMBURG.
 LF0834'1.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0834'RAILROAD FROM THE STATION AT HAMBURG, 0.3 MILE SOUTHEAST OF
 LF0834'MILEPOST 144, BETWEEN THE TRACKS AND THE ROAD, 38.0 FEET SOUTHEAST
 LF0834'OF TRIANGULATION STATION HAM 1947, 66.4 FEET NORTH OF THE HAMBURG
 LF0834'SIGN POST, 41.0 FEET SOTUHWEST OF THE CENTER LINE OF THE ROAD,
 LF0834'35.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.0 FOOT NORTH OF
 LF0834'A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 LF0834'FLUSH WITH THE GROUND.
 LF0834
 LF0834                          STATION RECOVERY (1989)
 LF0834
 LF0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0835 ***********************************************************************
 LF0835  DESIGNATION -  HAM RM 2
 LF0835  PID         -  LF0835
 LF0835  STATE/COUNTY-  IA/FREMONT
 LF0835  USGS QUAD   -  HAMBURG (1984)
 LF0835
 LF0835                         *CURRENT SURVEY CONTROL
 LF0835  ___________________________________________________________________
 LF0835* NAD 83(1986)-  40 36 37.     (N)    095 41 12.     (W)     SCALED    
 LF0835* NAVD 88     -       276.879  (meters)     908.39   (feet)  ADJUSTED  
 LF0835  ___________________________________________________________________
 LF0835  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LF0835  DYNAMIC HT  -         276.733 (meters)     907.91  (feet)  COMP
 LF0835  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 LF0835
 LF0835  VERT ORDER  -  FIRST     CLASS II
 LF0835
 LF0835.The horizontal coordinates were scaled from a topographic map and have
 LF0835.an estimated accuracy of +/- 6 seconds.
 LF0835
 LF0835.The orthometric height was determined by differential leveling
 LF0835.and adjusted by the National Geodetic Survey in June 1991..
 LF0835.WARNING-Repeat measurements at this control monument indicate possible
 LF0835.vertical movement.
 LF0835
 LF0835.The geoid height was determined by GEOID03.
 LF0835
 LF0835.The dynamic height is computed by dividing the NAVD 88
 LF0835.geopotential number by the normal gravity value computed on the
 LF0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0835.degrees latitude (g = 980.6199 gals.).
 LF0835
 LF0835.The modeled gravity was interpolated from observed gravity values.
 LF0835
 LF0835;                    North         East    Units  Estimated Accuracy
 LF0835;SPC IA S     -    70,100.      314,960.      MT  (+/- 180 meters Scaled)
 LF0835
 LF0835                          SUPERSEDED SURVEY CONTROL
 LF0835
 LF0835  NGVD 29 (??/??/92)  276.806  (m)          908.15   (f) ADJ UNCH    1 2
 LF0835
 LF0835.Superseded values are not recommended for survey control.
 LF0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0835.See file dsdata.txt to determine how the superseded data were derived.
 LF0835
 LF0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE727989(NAD 83)
 LF0835_MARKER: DR = REFERENCE MARK DISK
 LF0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0835_SP_SET: CONCRETE POST
 LF0835_STAMPING: HAM NO 2 1947
 LF0835_MARK LOGO: CGS   
 LF0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0835+STABILITY: SURFACE MOTION
 LF0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0835+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 LF0835
 LF0835  HISTORY     - Date     Condition        Report By
 LF0835  HISTORY     - 1947     MONUMENTED       CGS
 LF0835  HISTORY     - 1948     GOOD             NGS
 LF0835  HISTORY     - 19890726 GOOD             NGS
 LF0835
 LF0835                          STATION DESCRIPTION
 LF0835
 LF0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0835'1.7 MI NW FROM HAMBURG.
 LF0835'1.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0835'RAILROAD FROM THE STATION AT HAMBURG, 0.3 MILE SOUTHEAST OF
 LF0835'MIELPOST 144, BETWEEN THE TRACKS AND THE ROAD, 82.7 FEET NORTHWEST
 LF0835'OF TRIANGULATION STATION HAM 1947, 41.0 FEET SOUTHWEST OF THE
 LF0835'CENTER LINE OF THE ROAD, 35.0 FEET NORTHEAST OF THE NORTHEAST
 LF0835'RAIL, 1.3 FEET EAST OF A TELEPHONE POLE, SET IN THE TOP OF A
 LF0835'CONCRETE POST.
 LF0835
 LF0835                          STATION RECOVERY (1989)
 LF0835
 LF0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0835'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.9 KM
 LF0835'(1.80 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0835'JUNCTION OF MAIN STREET IN HAMBURG, 12.9 M (42.3 FT) SOUTHWEST OF THE
 LF0835'CENTER OF A GRAVELED ROAD, 10.7 M (35.1 FT) NORTHEAST OF THE NEAR
 LF0835'RAIL, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, LEVEL WITH THE
 LF0835'ROAD, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.03 M (0.1 FT) ABOVE
 LF0835'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0611 ***********************************************************************
 MH0611  DESIGNATION -  HAMMER
 MH0611  PID         -  MH0611
 MH0611  STATE/COUNTY-  IA/JASPER
 MH0611  USGS QUAD   -  NEWTON (1965)
 MH0611
 MH0611                         *CURRENT SURVEY CONTROL
 MH0611  ___________________________________________________________________
 MH0611* NAD 83(1996)-  41 44 06.26430(N)    093 00 59.64751(W)     ADJUSTED  
 MH0611* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 MH0611  ___________________________________________________________________
 MH0611  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 MH0611  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 MH0611
 MH0611  HORZ ORDER  -  FIRST
 MH0611
 MH0611.The horizontal coordinates were established by classical geodetic methods
 MH0611.and adjusted by the National Geodetic Survey in May 1999..
 MH0611
 MH0611.The orthometric height was scaled from a topographic map.
 MH0611
 MH0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0611
 MH0611.The geoid height was determined by GEOID03.
 MH0611
 MH0611;                    North         East     Units Scale Factor Converg.
 MH0611;SPC IA S     -   192,794.617   540,217.813   MT  0.99999179   +0 19 06.4
 MH0611;SPC IA N     - 1,026,226.570 1,540,221.215   MT  1.00007669   +0 19 39.5
 MH0611;UTM  15      - 4,620,362.543   498,622.138   MT  0.99960002   -0 00 39.7
 MH0611
 MH0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0611!SPC IA S     -   0.99995841  x   0.99999179  =   0.99995020
 MH0611!SPC IA N     -   0.99995841  x   1.00007669  =   1.00003509
 MH0611!UTM  15      -   0.99995841  x   0.99960002  =   0.99955844
 MH0611
 MH0611|---------------------------------------------------------------------|
 MH0611| PID    Reference Object                     Distance      Geod. Az  |
 MH0611|                                                           dddmmss.s |
 MH0611| CL8655 HAMMER RM 1                          28.420 METERS 00405     |
 MH0611| MH0590 KELLOG AIR BEACON                   APPROX.11.9 KM 0993934.3 |
 MH0611| MH0589 KELLOG MUNICIPAL TANK               APPROX. 9.3 KM 1005458.3 |
 MH0611| CL9965 NEWTON TANK 3 MI SE                                1601606.4 |
 MH0611| MH0612 NEWTON AIR BEACON                   APPROX. 3.6 KM 1994106.5 |
 MH0611| MH0610 NEWTON MUNICIPAL TANK               APPROX. 5.2 KM 2184912.5 |
 MH0611| MH0615 NEWTON MAYTAG CO STACK              APPROX. 5.1 KM 2245517.0 |
 MH0611| MH0619 COLFAX                              APPROX.20.4 KM 2465722.6 |
 MH0611| MH0617 COLFAX AEROPLANE BEACON             APPROX.19.1 KM 2514533.7 |
 MH0611| MH0618 COLFAX MUNICIPAL TANK               APPROX.18.6 KM 2521926.1 |
 MH0611| CL8656 HAMMER RM 2                                        27259     |
 MH0611| MH0605 BAXTER MUNICIPAL TANK               APPROX.15.0 KM 3115108.7 |
 MH0611|---------------------------------------------------------------------|
 MH0611
 MH0611                          SUPERSEDED SURVEY CONTROL
 MH0611
 MH0611  NAD 83(1986)-  41 44 06.26859(N)    093 00 59.65060(W) AD(       ) 1
 MH0611  NAD 27      -  41 44 06.30300(N)    093 00 58.94700(W) AD(       ) 1
 MH0611
 MH0611.Superseded values are not recommended for survey control.
 MH0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0611.See file dsdata.txt to determine how the superseded data were derived.
 MH0611
 MH0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG9862220363(NAD 83)
 MH0611_MARKER: DS = TRIANGULATION STATION DISK
 MH0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0611
 MH0611  HISTORY     - Date     Condition        Report By
 MH0611  HISTORY     - 1930     MONUMENTED       CGS
 MH0611  HISTORY     - 1942     GOOD             IOWAGS
 MH0611  HISTORY     - 1975     MARK NOT FOUND   NGS
 MH0611  HISTORY     - 1976     GOOD             LOCENG
 MH0611
 MH0611                          STATION DESCRIPTION
 MH0611
 MH0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0611'STATION IS ABOUT 2-1/2 MILES N AND 2 MILES E OF NEWTON NEAR
 MH0611'THE N SIDE CENTER OF THE NW 1/4 OF SEC. 24, T 80 N, R 19 W,
 MH0611'ON LAND OWNED BY MR. C.E. HAMMER WHO LIVES ON THE N SIDE OF
 MH0611'THE SECTION-LINE ROAD AND ABOUT 500 FEET W OF THE STATION.
 MH0611'THE STATION IS 20.73 METERS S OF THE CENTER LINE OF THE
 MH0611'SECTION-LINE ROAD ABOUT 1/4 MILE E OF THE OLD HIGHWAY 14,
 MH0611'AND ABOUT 1/4 MILE W OF A SECTION-LINE ROAD AND RAILROAD
 MH0611'CROSSING.  THE MARK IS IN CULTIVATED GROUND AT A POINT 13.6 METERS
 MH0611'S OF A FENCE, AND 18.3 METERS SE OF A GATEPOST.  IT IS
 MH0611'DEPRESSED 12 INCHES.
 MH0611'
 MH0611'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MH0611'DISKS SET IN CONCRETE.
 MH0611'
 MH0611'REFERENCE MARK NO. 1 IS ON THE N SIDE OF THE SECTION-LINE ROAD
 MH0611'OPPOSITE THE STATION, 0.6 METER S OF A FENCE LINE, 11.1 METERS
 MH0611'E OF A GATEPOST, AND 8.3 METERS S OF W OF A LARGE MAPLE TREE.
 MH0611'THE MARK IS 7.3 METERS N OF THE CENTER LINE OF THE ROAD,
 MH0611'AND IS 10 INCHES ABOVE THE SURFACE.  REFERENCE MARK NO. 2 IS ON
 MH0611'THE N SIDE OF THE SAME SECTION-LINE ROAD AS REFERENCE MARK NO.
 MH0611'1, ABOUT 0.3 MILE W OF MR. HAMMERS HOUSE.  THE MARK IS RAISED
 MH0611'10 INCHES, 0.5 METER N OF A FENCE, AND 10.2 METERS N OF THE
 MH0611'CENTER LINE OF THE ROAD.
 MH0611'
 MH0611'TO REACH THE STATION FROM NEWTON FOLLOW THE OLD GRAVEL HIGHWAY
 MH0611'THAT GOES NE FROM THE CITY, ABOUT 4-1/2 MILES TO THE NW CORNER
 MH0611'OF SECTION 24, THEN TURN E 1/4 MILE.
 MH0611'
 MH0611'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MH0611
 MH0611                          STATION RECOVERY (1942)
 MH0611
 MH0611'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1942
 MH0611'AS A RESULT OF ROAD IMPROVEMENT IT HAS BEEN NECESSARY TO MOVE
 MH0611'REFERENCE MARK 1.  THIS STATION IS LOCATED 2.5 MILES N AND
 MH0611'2.0 MILES E OF NEWTON, NEAR THE N SIDE, CENTER OF THE NW 1/4
 MH0611'SEC. 24, T. 80 N., R. 19 W.
 MH0611'
 MH0611'THE REFERENCE MARK WAS MOVED IN ACCORDANCE WITH INSTRUCTIONS
 MH0611'OUTLINED IN THE BULLETIN PRESERVATION OF TRIANGULATION MARKS.
 MH0611'THE TRANSIT WAS CENTERED OVER THE STATION MARK WITH THE BACKSIGHT
 MH0611'ON THE WATER TANK (3.0 MILES SE OF NEWTON), AND TURNED TO THE
 MH0611'NEW LOCATION OF THE REFERENCE MARK.  THIS NEW LOCATION WAS
 MH0611'ON AN EXTENSION OF A LINE FROM THE STATION TO THE OLD LOCATION.
 MH0611'
 MH0611'ANGLE FROM WATER TANK TO R.M. 1 203 DEG 49 MIN 30 SEC.
 MH0611'
 MH0611'ANGLE FROM NEW LOCATION TO WATER TANK 156 DEG 10 MIN 30 SEC.
 MH0611'
 MH0611'DISTANCE FROM TRIANGULATION STATION TO NEW LOCATION 105.2 FT.
 MH0611'
 MH0611'DIFFERENCE BETWEEN THE OLD AND NEW LOCATION 12.0 FT.
 MH0611
 MH0611                          STATION RECOVERY (1975)
 MH0611
 MH0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MH0611'REFERENCE MARK 1 WAS RECOVERED AND FOUND IN GOOD CONDITION.  AN
 MH0611'ATTEMPT WAS MADE TO RECOVER THE STATION MARK BUT UNABLE TO GET A
 MH0611'GOOD MEASUREMENT BETWEEN THE MARKS DUE TO CORN.  REFERENCE MARK 2
 MH0611'WAS SEARCHED FOR AND COULD NOT BE FOUND AND IT IS BELIEVED THIS MARK
 MH0611'WAS DESTROYED BY ROAD CONSTRUCTION.  THE STATION IS NOW ON PROPERTY
 MH0611'OWNED BY MR. H.E. MOXLEY WHO LIVE ABOUT 0.15 MILE WEST OF THE
 MH0611'STATION.
 MH0611'
 MH0611'ANOTHER ATTEMPT WILL BE MADE TO RECOVER THIS STATION AT A LATER
 MH0611'DATE.
 MH0611'
 MH0611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 MH0611'NORTH AND 2.0 MILES EAST OF NEWTON.
 MH0611
 MH0611                          STATION RECOVERY (1976)
 MH0611
 MH0611'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (MF)
 MH0611'HAMMER RECOVERED GOOD 2-1/2 FEET DEEP.
 MH0611'
 MH0611'RM-1 RECOVERED GOOD.
 MH0611'
 MH0611'RM-2 RECOVERED GOOD.
 MH0611'
 MH0611'55.7 FEET SOUTHEAST OF EAST GATE POST.
 MH0611'
 MH0611'66.4 FEET SOUTHEAST OF WEST GATE POST.
 MH0611'
 MH0611'144.8 FEET SOUTHWEST OF POWER POLE.
 MH0611'
 MH0611'40.9 FEET SOUTH OF FENCE LINE.
 MH0611'
 MH0611'DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES NORTH AND
 MH0611'2 MILES EAST OF NEWTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0763 ***********************************************************************
 NK0763  DESIGNATION -  HAMPORT
 NK0763  PID         -  NK0763
 NK0763  STATE/COUNTY-  IA/FRANKLIN
 NK0763  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0763
 NK0763                         *CURRENT SURVEY CONTROL
 NK0763  ___________________________________________________________________
 NK0763* NAD 83(1996)-  42 43 31.09042(N)    093 13 33.81745(W)     ADJUSTED  
 NK0763* NAVD 88     -       354.8    (meters)    1164.     (feet)  VERTCON   
 NK0763  ___________________________________________________________________
 NK0763  X           -    -264,098.765 (meters)                     COMP
 NK0763  Y           -  -4,685,513.794 (meters)                     COMP
 NK0763  Z           -   4,305,354.780 (meters)                     COMP
 NK0763  LAPLACE CORR-         -22.24  (seconds)                    DEFLEC99
 NK0763  ELLIP HEIGHT-         325.58  (meters)          (05/06/99) GPS OBS
 NK0763  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 NK0763
 NK0763  HORZ ORDER  -  THIRD
 NK0763  ELLP ORDER  -  FOURTH    CLASS I
 NK0763
 NK0763.This mark is at Hampton Municipal Airport (HPT)
 NK0763
 NK0763.The horizontal coordinates were established by GPS observations
 NK0763.and adjusted by the National Geodetic Survey in May 1999..
 NK0763
 NK0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0763
 NK0763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0763
 NK0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0763
 NK0763.The ellipsoidal height was determined by GPS observations
 NK0763.and is referenced to NAD 83.
 NK0763
 NK0763.The geoid height was determined by GEOID03.
 NK0763
 NK0763;                    North         East     Units Scale Factor Converg.
 NK0763;SPC IA N     - 1,136,138.920 1,522,435.295   MT  0.99994587   +0 11 08.4
 NK0763;UTM  15      - 4,730,335.656   481,492.316   MT  0.99960421   -0 09 12.2
 NK0763
 NK0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0763!SPC IA N     -   0.99994894  x   0.99994587  =   0.99989482
 NK0763!UTM  15      -   0.99994894  x   0.99960421  =   0.99955317
 NK0763
 NK0763:                Primary Azimuth Mark                     Grid Az
 NK0763:SPC IA N     -  HAMPORT AZ MK                            000 02 19.5
 NK0763:UTM  15      -  HAMPORT AZ MK                            000 22 40.1
 NK0763
 NK0763|---------------------------------------------------------------------|
 NK0763| PID    Reference Object                     Distance      Geod. Az  |
 NK0763|                                                           dddmmss.s |
 NK0763| NK0764 HAMPORT AZ MK                       408.575 METERS 0001327.9 |
 NK0763|---------------------------------------------------------------------|
 NK0763
 NK0763                          SUPERSEDED SURVEY CONTROL
 NK0763
 NK0763  NAD 83(1996)-  42 43 31.09042(N)    093 13 33.81745(W) AD(       ) 3
 NK0763  NAD 83(1986)-  42 43 31.08814(N)    093 13 33.81096(W) AD(       ) 3
 NK0763  NGVD 29 (07/09/90)  354.8    (m)         1164.     (f) GPS OBS        
 NK0763
 NK0763.Superseded values are not recommended for survey control.
 NK0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0763.See file dsdata.txt to determine how the superseded data were derived.
 NK0763
 NK0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8149230336(NAD 83)
 NK0763_MARKER: I = METAL ROD
 NK0763_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NK0763_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NK0763_STAMPING: HAMPORT 1989
 NK0763_MARK LOGO: NGS   
 NK0763_PROJECTION: FLUSH
 NK0763_MAGNETIC: I = MARKER IS A STEEL ROD
 NK0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0763+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NK0763_ROD/PIPE-DEPTH: 6.1  meters
 NK0763_SLEEVE-DEPTH  : 0.91 meters
 NK0763
 NK0763  HISTORY     - Date     Condition        Report By
 NK0763  HISTORY     - 1989     MONUMENTED       NGS
 NK0763
 NK0763                          STATION DESCRIPTION
 NK0763
 NK0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NK0763'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHWEST OF HAMPTON, AT
 NK0763'THE HAMPTON MUNICIPAL AIRPORT AT THE JUNCTION OF THE ENTRANCE RAMP AND
 NK0763'RUNWAY.  OWNERSHIP--CITY OF HAMPTON, HAMPTON, IA 50441, PHONE (515)
 NK0763'456-4853.  THE AIRPORT MANAGER IS DICK MC SWEENCY.
 NK0763'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 65 AND STATE
 NK0763'HIGHWAY 3 IN HAMPTON, GO WEST ON US HIGHWAY 65 FOR 1.6 KM (1.00 MI) TO
 NK0763'THE INTERSECTION OF A PAVED ROAD AT THE NORTHWEST CORNER OF THE
 NK0763'FAIRGROUNDS.  TURN LEFT, SOUTH, AND GO 1.8 KM (1.10 MI) TO THE
 NK0763'JUNCTION OF THE GRAVEL ENTRANCE ROAD TO THE AIRPORT ON THE RIGHT.
 NK0763'TURN RIGHT, WEST, ON THE ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO A GATE
 NK0763'ON THE LEFT.  TURN LEFT, SOUTH, PASSING THROUGH THE GATE, AND BEAR
 NK0763'WEST AND NORTH AROUND A HANGAR ONTO THE APRON AND ENTRANCE RAMP TO THE
 NK0763'JUNCTION OF THE RUNWAY AND THE STATION ON THE LEFT.
 NK0763'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NK0763'INTO THE GROUND AND ENCASED IN A A 5-INCH PVC PIPE WITH A LOGO CAP
 NK0763'SURROUNDED BY CONCRETE.  LOCATED 21.3 M (69.9 FT) EAST OF THE CENTER
 NK0763'OF THE RUNWAY, 16.2 M (53.1 FT) SOUTH OF THE CENTER OF THE ENTRANCE
 NK0763'RAMP, 5.6 M (18.4 FT) SOUTHEAST OF A RAMP BEACON LIGHT AND 5.6 M
 NK0763'(18.4 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 NK0763'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NK0763'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0764 ***********************************************************************
 NK0764  DESIGNATION -  HAMPORT AZ MK
 NK0764  PID         -  NK0764
 NK0764  STATE/COUNTY-  IA/FRANKLIN
 NK0764  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0764
 NK0764                         *CURRENT SURVEY CONTROL
 NK0764  ___________________________________________________________________
 NK0764* NAD 83(1996)-  42 43 44.33097(N)    093 13 33.74711(W)     ADJUSTED  
 NK0764* NAVD 88     -       357.6    (meters)    1173.     (feet)  VERTCON   
 NK0764  ___________________________________________________________________
 NK0764  X           -    -264,081.681 (meters)                     COMP
 NK0764  Y           -  -4,685,239.143 (meters)                     COMP
 NK0764  Z           -   4,305,656.829 (meters)                     COMP
 NK0764  LAPLACE CORR-         -22.25  (seconds)                    DEFLEC99
 NK0764  ELLIP HEIGHT-         328.38  (meters)          (05/06/99) GPS OBS
 NK0764  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 NK0764
 NK0764  HORZ ORDER  -  THIRD
 NK0764  ELLP ORDER  -  FOURTH    CLASS I
 NK0764
 NK0764.This mark is at Hampton Municipal Airport (HPT)
 NK0764
 NK0764.The horizontal coordinates were established by GPS observations
 NK0764.and adjusted by the National Geodetic Survey in May 1999..
 NK0764
 NK0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0764
 NK0764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0764
 NK0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0764
 NK0764.The ellipsoidal height was determined by GPS observations
 NK0764.and is referenced to NAD 83.
 NK0764
 NK0764.The geoid height was determined by GEOID03.
 NK0764
 NK0764;                    North         East     Units Scale Factor Converg.
 NK0764;SPC IA N     - 1,136,547.473 1,522,435.571   MT  0.99994594   +0 11 08.4
 NK0764;UTM  15      - 4,730,744.061   481,495.009   MT  0.99960421   -0 09 12.2
 NK0764
 NK0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0764!SPC IA N     -   0.99994850  x   0.99994594  =   0.99989445
 NK0764!UTM  15      -   0.99994850  x   0.99960421  =   0.99955273
 NK0764
 NK0764:                Primary Azimuth Mark                     Grid Az
 NK0764:SPC IA N     -  HAMPORT                                  180 02 19.5
 NK0764:UTM  15      -  HAMPORT                                  180 22 40.1
 NK0764
 NK0764|---------------------------------------------------------------------|
 NK0764| PID    Reference Object                     Distance      Geod. Az  |
 NK0764|                                                           dddmmss.s |
 NK0764| NK0763 HAMPORT                             408.575 METERS 1801327.9 |
 NK0764|---------------------------------------------------------------------|
 NK0764
 NK0764                          SUPERSEDED SURVEY CONTROL
 NK0764
 NK0764  NAD 83(1996)-  42 43 44.33097(N)    093 13 33.74711(W) AD(       ) 3
 NK0764  NAD 83(1986)-  42 43 44.32867(N)    093 13 33.74057(W) AD(       ) 3
 NK0764  NGVD 29 (07/09/90)  357.6    (m)         1173.     (f) GPS OBS        
 NK0764
 NK0764.Superseded values are not recommended for survey control.
 NK0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0764.See file dsdata.txt to determine how the superseded data were derived.
 NK0764
 NK0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8149530744(NAD 83)
 NK0764_MARKER: I = METAL ROD
 NK0764_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NK0764_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NK0764_STAMPING: HAMPORT AZ MK 1989
 NK0764_MARK LOGO: NGS   
 NK0764_PROJECTION: FLUSH
 NK0764_MAGNETIC: I = MARKER IS A STEEL ROD
 NK0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0764+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NK0764_ROD/PIPE-DEPTH: 6.1  meters
 NK0764_SLEEVE-DEPTH  : 0.91 meters
 NK0764
 NK0764  HISTORY     - Date     Condition        Report By
 NK0764  HISTORY     - 1989     MONUMENTED       NGS
 NK0764
 NK0764                          STATION DESCRIPTION
 NK0764
 NK0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NK0764'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHWEST OF HAMPTON, AT
 NK0764'THE HAMPTON MUNICIPAL AIRPORT AT THE TURN-AROUND FOR RUNWAY 17.
 NK0764'OWNERSHIP--CITY OF HAMPTON, HAMPTON, IA 50441, PHONE (515) 456-4853.
 NK0764'AIRPORT MANAGER IS DICK MC SWEENCY.
 NK0764'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 65 AND STATE
 NK0764'HIGHWAY 3 IN HAMPTON, GO WEST ON US HIGHWAY 65 FOR 1.6 KM (1.00 MI) TO
 NK0764'THE INTERSECTION OF A PAVED ROAD AT THE NORTHWEST CORNER OF THE
 NK0764'FAIRGROUNDS, TURN LEFT, SOUTH, AND GO 1.8 KM (1.10 MI) TO THE JUNCTION
 NK0764'OF THE GRAVEL ENTRANCE ROAD TO THE AIRPORT ON THE RIGHT.  TURN RIGHT,
 NK0764'WEST, ON THE ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO A GATE ON THE
 NK0764'LEFT.  TURN LEFT, SOUTH, PASSING THROUGH THE GATE, THEN BEAR WEST AND
 NK0764'NORTH AROUND A HANGAR ONTO THE APRON AND ENTRANCE RAMP TO THE JUNCTION
 NK0764'OF THE RUNWAY.  TURN RIGHT, NORTH, ON THE RUNWAY AND GO 0.4 KM
 NK0764'(0.25 MI) TO A TURN-AROUND AND THE STATION ON THE RIGHT.
 NK0764'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NK0764'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NK0764'SURROUNDED BY CONCRETE.  LOCATED 20.0 M (65.6 FT) EAST OF THE CENTER
 NK0764'OF THE RUNWAY, 10.5 M (34.4 FT) SOUTHEAST OF THE SOUTHEAST CURVED EDGE
 NK0764'OF THE TURN-AROUND, 5.3 M (17.4 FT) EAST OF A RUNWAY BEACON LIGHT IN
 NK0764'THE GRASSY AREA OF THE TURN-AROUND AND 5.3 M (17.4 FT) EAST OF A
 NK0764'FIBERGLASS WITNESS POST.
 NK0764'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NK0764'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0676 ***********************************************************************
 MG0676  DESIGNATION -  HAMPSHIRE
 MG0676  PID         -  MG0676
 MG0676  STATE/COUNTY-  IA/CLINTON
 MG0676  USGS QUAD   -  ANDOVER (1967)
 MG0676
 MG0676                         *CURRENT SURVEY CONTROL
 MG0676  ___________________________________________________________________
 MG0676* NAD 83(1996)-  41 55 44.54191(N)    090 17 00.86587(W)     ADJUSTED  
 MG0676* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 MG0676  ___________________________________________________________________
 MG0676  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 MG0676  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MG0676
 MG0676  HORZ ORDER  -  FIRST
 MG0676
 MG0676.The horizontal coordinates were established by classical geodetic methods
 MG0676.and adjusted by the National Geodetic Survey in May 1999..
 MG0676
 MG0676.The orthometric height was scaled from a topographic map.
 MG0676
 MG0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0676
 MG0676.The geoid height was determined by GEOID03.
 MG0676
 MG0676;                    North         East     Units Scale Factor Converg.
 MG0676;SPC IA S     -   219,158.885   766,726.192   MT  1.00002913   +2 07 07.2
 MG0676;SPC IA N     - 1,052,731.046 1,766,722.280   MT  1.00002783   +2 10 47.7
 MG0676;SPC IL W     -   584,207.879   690,303.967   MT  0.99994233   -0 04 41.2
 MG0676;SPC IL W     - 1,916,688.68  2,264,772.27   sFT  0.99994233   -0 04 41.2
 MG0676;UTM  15      - 4,645,466.638   725,226.896   MT  1.00022425   +1 48 57.3
 MG0676
 MG0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0676!SPC IA S     -   0.99996314  x   1.00002913  =   0.99999227
 MG0676!SPC IA N     -   0.99996314  x   1.00002783  =   0.99999097
 MG0676!SPC IL W     -   0.99996314  x   0.99994233  =   0.99990547
 MG0676!UTM  15      -   0.99996314  x   1.00022425  =   1.00018738
 MG0676
 MG0676:                Primary Azimuth Mark                     Grid Az
 MG0676:SPC IA S     -  STERLING                                 006 02 48.2
 MG0676:SPC IA N     -  STERLING                                 005 59 07.7
 MG0676:SPC IL W     -  STERLING                                 008 14 36.6
 MG0676:UTM  15      -  STERLING                                 006 20 58.1
 MG0676
 MG0676|---------------------------------------------------------------------|
 MG0676| PID    Reference Object                     Distance      Geod. Az  |
 MG0676|                                                           dddmmss.s |
 MG0676| NJ0883 STERLING                            APPROX.16.4 KM 0080955.4 |
 MG0676| MG0663 GARDEN PLAIN AVIATION BCN 30        APPROX.21.3 KM 1323117.0 |
 MG0676| MG0677 CAMANCHE FIELD AVIATION BCN 29      APPROX.14.2 KM 1711315.4 |
 MG0676| CL8657 HAMPSHIRE RM 1                       60.000 METERS 19036     |
 MG0676| MG0742 DEWITT AVIATION BEACON 28           APPROX.22.8 KM 2362603.0 |
 MG0676| MG0680 ELVIRA CHURCH SPIRE                 APPROX.15.1 KM 2573534.5 |
 MG0676| CL8658 HAMPSHIRE RM 2                                     33057     |
 MG0676|---------------------------------------------------------------------|
 MG0676
 MG0676                          SUPERSEDED SURVEY CONTROL
 MG0676
 MG0676  NAD 83(1986)-  41 55 44.55001(N)    090 17 00.86982(W) AD(       ) 1
 MG0676  NAD 27      -  41 55 44.44900(N)    090 17 00.40200(W) AD(       ) 1
 MG0676
 MG0676.Superseded values are not recommended for survey control.
 MG0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0676.See file dsdata.txt to determine how the superseded data were derived.
 MG0676
 MG0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG2522745467(NAD 83)
 MG0676_MARKER: DS = TRIANGULATION STATION DISK
 MG0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0676
 MG0676  HISTORY     - Date     Condition        Report By
 MG0676  HISTORY     - 1931     MONUMENTED       CGS
 MG0676  HISTORY     - 1938     GOOD             CGS
 MG0676  HISTORY     - 1952     GOOD             CGS
 MG0676  HISTORY     - 19941114 GOOD             USPSQD
 MG0676  HISTORY     - 20010331 GOOD             NGS
 MG0676
 MG0676                          STATION DESCRIPTION
 MG0676
 MG0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 MG0676'ABOUT 8 MILES NW OF CLINTON IN THE NE 1/4 SEC. 8, HAMPSHIRE
 MG0676'TOWNSHIP, ON LAND OWNED BY CHAS. F. SCHROEDER.  MARK IS LOCATED
 MG0676'IN THE NE CORNER OF THE FARMYARD.  12.6 METERS (41 FEET) NE
 MG0676'OF THE NE CORNER OF THE LARGE RED BARN IMMEDIATELY S OF THE
 MG0676'FARMHOUSE.  13.1 METERS (43 FEET) SW OF THE NE CORNER OF THE
 MG0676'BARNYARD.  29.2 METERS (96 FEET) NXW OF A CEMENT WATER TROUGH.
 MG0676'
 MG0676'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MG0676'DISKS SET IN CONCRETE.
 MG0676'
 MG0676'REFERENCE MARK NO. 1 IS S OF THE STATION, AT THE S FENCE LINE
 MG0676'OF THE BARNYARD.  IT IS 10.7 METERS (35 FEET) W OF COW BARN.
 MG0676'14.0 METERS (46 FEET) SE OF THE SE CORNER OF THE GRANARY SHED.
 MG0676'REFERENCE MARK NO. 2 IS ABOUT 3/8 MILE NW OF THE STATION AT
 MG0676'THE ENTRANCE TO THE FARM FROM THE MAIN HIGHWAY.  IT IS 10
 MG0676'METERS (33 FEET) S OF THE CENTER LINE OF E-W HIGHWAY.  1
 MG0676'METER N OF THE W CONCRETE GATEPOST.
 MG0676'
 MG0676'TO REACH THE STATION FROM CLINTON.  GO N ON U.S. HIGHWAY 30 TO
 MG0676'LYONS AND THE JUNCTION WITH U.S. HIGHWAY 136.  GO W ON THIS
 MG0676'HIGHWAY FOR ABOUT 9.4 MILES TO THE LOCATION OF THE OLD NINE
 MG0676'MILE HOUSE.  HERE TURN E (RIGHT) ON GRADED DIRT ROAD, AND GO
 MG0676'FOR 1.8 MILES TO THE ENTRANCE OF THE SCHROEDER FARM, WHICH IS
 MG0676'ON THE S SIDE OF THE ROAD, AND IS DISTINGUISHED BY TWO CONCRETE
 MG0676'GATEPOSTS.
 MG0676'
 MG0676'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 MG0676
 MG0676                          STATION RECOVERY (1938)
 MG0676
 MG0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 MG0676'THIS IS AN OLD U.S.C. AND G.S. STATION AND IS LOCATED ON THE LAND
 MG0676'OF CHAS. F. SCHROEDER IN THE NE 1/4 OF SEC. 8, T 82 N, R 3 E, 4
 MG0676'MILES N AND 5 MILES W OF LYONS, IOWA.  STATION AND REFERENCE
 MG0676'MARK NO. 2 (AZIMUTH MARK) WERE FOUND IN GOOD CONDITION, AND
 MG0676'ARE STANDARD DISKS SET IN 12- BY 12-INCH CONCRETE AND STAMPED
 MG0676'HAMPSHIRE (1931).  REFERENCE MARK NO. 1 IS NOW UNDER A LARGE
 MG0676'HAYSTACK IN THE FARMYARD AND SO WAS NOT FOUND.  HOWEVER, MR.
 MG0676'SCHROEDER SAYS IT IS IN GOOD CONDITION.  STATION IS 12.6
 MG0676'METERS NE OF THE NE CORNER OF A LARGE RED BARN AND 29.2 METERS
 MG0676'N X W OF A CONCRETE WATER TROUGH.  REFERENCE MARK NO. 2
 MG0676'(AZIMUTH MARK) IS 0.2 MILE
 MG0676'FROM STATION AND IS 10 METERS S OF THE E-W GRAVELED ROAD
 MG0676'AND 1 METER N OF THE E GATEPOST (CONCRETE) OF LANE LEADING
 MG0676'INTO THE SCHROEDER FARM.
 MG0676'
 MG0676'ONE NEW MARK WAS SET REFERENCE MARK NO. 3 STAMPED HAMPSHIRE
 MG0676'1931-1938, 87.5 FEET SE OF STATION, IN FENCE LINE, 112 DEG MAGNETIC
 MG0676'FROM STATION.
 MG0676'
 MG0676'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 57 AND IOWA
 MG0676'136 IN LYONS, IOWA, GO W ON IOWA 136 AT ARROW MAQUOKETA FOR 5.7
 MG0676'MILES THEN BEAR RIGHT OFF OF IOWA 136 AND FOLLOW A DIRT ROAD
 MG0676'N FOR 1.9 MILES, THEN TURN LEFT AT ROAD END AND FOLLOW GRAVELED
 MG0676'ROAD W FOR 0.4 MILE, THEN TURN LEFT THROUGH CONCRETE GATEPOSTS
 MG0676'(AZIMUTH MARK) AND FOLLOW LANE S FOR 0.2 MILE TO THE SCHROEDER
 MG0676'FARM AND STATION.
 MG0676'
 MG0676'THIS STATION WAS NOT VISITED BY AN OBSERVING PARTY.
 MG0676
 MG0676                          STATION RECOVERY (1952)
 MG0676
 MG0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWQ)
 MG0676'THE STATION WAS RECOVERED IN EXCELLENT CONDITION.  DESCRIPTION
 MG0676'ADEQUATE.  REFERENCE MARK 1 WAS NOT RECOVERED.  REFERENCE MARK
 MG0676'2 WAS NOT RECOVERED.  REFERENCE MARK 3 WAS RECOVERED IN EXCELLENT
 MG0676'CONDITION AS DESCRIBED.
 MG0676'
 MG0676'STATION IS LOCATED ABOUT 8 MI. NW OF CLINTON.
 MG0676
 MG0676                          STATION RECOVERY (1994)
 MG0676
 MG0676'RECOVERY NOTE BY US POWER SQUADRON 1994
 MG0676'RECOVERED IN GOOD CONDITION.
 MG0676
 MG0676                          STATION RECOVERY (2001)
 MG0676
 MG0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MG0676'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0688 ***********************************************************************
 NK0688  DESIGNATION -  HAMPTON
 NK0688  PID         -  NK0688
 NK0688  STATE/COUNTY-  IA/FRANKLIN
 NK0688  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0688
 NK0688                         *CURRENT SURVEY CONTROL
 NK0688  ___________________________________________________________________
 NK0688* NAD 83(1996)-  42 44 33.25996(N)    093 12 27.55934(W)     ADJUSTED  
 NK0688* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 NK0688  ___________________________________________________________________
 NK0688  LAPLACE CORR-         -22.62  (seconds)                    DEFLEC99
 NK0688  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 NK0688
 NK0688  HORZ ORDER  -  FIRST
 NK0688
 NK0688.The horizontal coordinates were established by classical geodetic methods
 NK0688.and adjusted by the National Geodetic Survey in May 1999..
 NK0688
 NK0688.The orthometric height was scaled from a topographic map.
 NK0688
 NK0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0688
 NK0688.The geoid height was determined by GEOID03.
 NK0688
 NK0688;                    North         East     Units Scale Factor Converg.
 NK0688;SPC IA N     - 1,138,062.260 1,523,936.003   MT  0.99994622   +0 11 53.3
 NK0688;UTM  15      - 4,732,249.427   483,003.862   MT  0.99960355   -0 08 27.4
 NK0688
 NK0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0688!SPC IA N     -   0.99995081  x   0.99994622  =   0.99989703
 NK0688!UTM  15      -   0.99995081  x   0.99960355  =   0.99955438
 NK0688
 NK0688|---------------------------------------------------------------------|
 NK0688| PID    Reference Object                     Distance      Geod. Az  |
 NK0688|                                                           dddmmss.s |
 NK0688| CI6487 HAMPTON RM 1                         43.973 METERS 06010     |
 NK0688| CI6490 HAMPTON RM 4                         19.919 METERS 16345     |
 NK0688| CI6488 HAMPTON RM 2                         34.503 METERS 16928     |
 NK0688| NK0189 D 29                                 39.914 METERS 17716     |
 NK0688| CI6486 HAMPTON AZ MK                                      2722237.3 |
 NK0688| CI6489 HAMPTON RM 3                         20.352 METERS 28119     |
 NK0688| NK0696 SCHLOMER                            APPROX.16.9 KM 2940407.2 |
 NK0688|---------------------------------------------------------------------|
 NK0688
 NK0688                          SUPERSEDED SURVEY CONTROL
 NK0688
 NK0688  NAD 83(1996)-  42 44 33.26030(N)    093 12 27.55908(W) AD(       ) 1
 NK0688  NAD 83(1986)-  42 44 33.25579(N)    093 12 27.55318(W) AD(       ) 1
 NK0688  NAD 27      -  42 44 33.35400(N)    093 12 26.82400(W) AD(       ) 1
 NK0688
 NK0688.Superseded values are not recommended for survey control.
 NK0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0688.See file dsdata.txt to determine how the superseded data were derived.
 NK0688
 NK0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8300432249(NAD 83)
 NK0688_MARKER: DS = TRIANGULATION STATION DISK
 NK0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0688_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0688
 NK0688  HISTORY     - Date     Condition        Report By
 NK0688  HISTORY     - 1938     MONUMENTED       CGS
 NK0688  HISTORY     - 1950     GOOD             CGS
 NK0688  HISTORY     - 1959     GOOD             CGS
 NK0688  HISTORY     - 1960     GOOD             CGS
 NK0688  HISTORY     - 1972     GOOD             USGS
 NK0688  HISTORY     - 1978     GOOD             NGS
 NK0688
 NK0688                          STATION DESCRIPTION
 NK0688
 NK0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0688'IN THE CENTER OF HAMPTON ON THE NE CORNER OF THE COUNTY COURTHOUSE
 NK0688'SQUARE, 32.6 FEET W OF THE CURB ON FEDERAL STREET N, 20.2
 NK0688'FEET S OF FIRST AVENUE NW, 109.7 FEET NE OF NE CORNER OF
 NK0688'COURTHOUSE.  MARK IS FLUSH WITH SURFACE AND IS STAMPED
 NK0688'HAMPTON 1938.
 NK0688'
 NK0688'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NK0688'BRONZE DISKS SET IN CONCRETE.
 NK0688'
 NK0688'REFERENCE MARK NO. 1 IS FLUSH, STAMPED HAMPTON NO. 1 1938,
 NK0688'1-FOOT S OF SIDEWALK ON N SIDE OF FIRST AVENUE NE, 144.27 FEET
 NK0688'NE BY E OF STATION, 5.5 FEET N OF CURB ON FIRST AVENUE NE, 42.5
 NK0688'FEET E OF CURB ON FEDERAL STREET N.  REFERENCE MARK NO. 2 IS
 NK0688'FLUSH, STAMPED HAMPTON NO. 2 1938, 113.20 FEET SXE OF STATION,
 NK0688'1-1/2 FEET N OF N EDGE OF DRIVEWAY TO COURTHOUSE, 12 FEET W OF
 NK0688'CURB ON W SIDE OF FEDERAL STREET N.
 NK0688'
 NK0688'AZIMUTH MARK IS 0.3 MILE W OF STATION, W OF MAIN LINE OF THE
 NK0688'M. AND S.L.R.R. TRACKS, 200.5 FEET, 1 FOOT N OF N SIDEWALK
 NK0688'ON FIRST AVENUE NW, 125 FEET E OF FIFTH STREET NW, FLUSH WITH
 NK0688'SURFACE, STAMPED HAMPTON 1938.
 NK0688'
 NK0688'BENCH MARK D.29 IS 130.95 FEET S OF STATION, 11 FEET S OF
 NK0688'DRIVEWAY TO COURTHOUSE, 27 FEET TO CURB, D.29 TO REFERENCE
 NK0688'MARK NO. 2 (24.27 FEET), D.29 TO REFERENCE MARK NO. 1 (234.9
 NK0688'FEET).
 NK0688'
 NK0688'HEIGHT OF LIGHT ABOVE STATION MARK - 27 FEET.
 NK0688
 NK0688                          STATION RECOVERY (1950)
 NK0688
 NK0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NK0688'STATION WAS RECOVERED AS DESCRIBED BY C.D.M. IN 1938 AND ALL
 NK0688'MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO MARKS WERE
 NK0688'CHECKED AND FOUND TO BE CORRECT.  R.M. 1 HAD TO BE REMOVED
 NK0688'BECAUSE OF A STREET WIDENING PROGRAM.  A NEW MARK, R.M. 3, WAS
 NK0688'SET TO TAKE ITS PLACE.  THE AZIMUTH MARK COULD NOT BE SEEN
 NK0688'FROM THE GROUND.  A 20-FOOT STAND IS NECESSARY AT THE AZIMUTH
 NK0688'MARK.
 NK0688'
 NK0688'R.M. 3 IS SET IN A DRILL HOLE IN THE E-W SIDEWALK, 6 FEET S OF
 NK0688'THE S CURB ON 1ST AVENUE, 40.6 FEET E OF THE E EDGE OF THE
 NK0688'SIDEWALK LEADING TO THE N COURTHOUSE ENTRANCE, AND 2 FEET N OF
 NK0688'THE S EDGE OF THE E-W SIDEWALK.  THE DISK IS STAMPED HAMPTON
 NK0688'NO 3 1950.
 NK0688'
 NK0688'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 NK0688
 NK0688                          STATION RECOVERY (1959)
 NK0688
 NK0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 NK0688'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NK0688'IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 3 WHICH WAS
 NK0688'REMOVED FROM THE OLD SIDEWALK WHEN IT WAS REMOVED OR TORN OUT.
 NK0688'THE ENGINEER FOR THE CONTRACTING FIRM MADE SOME OFFSETS FOR
 NK0688'REFERENCE MARK NO. 3 AND WILL REPLACE IT IN ITS EXACT POSITION
 NK0688'WHEN THE NEW SIDEWALK IS POURED.
 NK0688'
 NK0688'BENCH MARK D 29 WAS SEARCHED FOR.  BUT A PARKING APRON FOR
 NK0688'CARS HAS BEEN BUILT IN THE AREA OF THE MARK AND A CONCRETE
 NK0688'SLAB COVERS THE LOCATION OF THE BENCH MARK, SO IT SHOULD BE
 NK0688'CONSIDERED AS DESTROYED.
 NK0688
 NK0688                          STATION RECOVERY (1960)
 NK0688
 NK0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NK0688'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NK0688'GOOD CONDITION.  THE STREETS AROUND THE COURTHOUSE SQUARE HAVE
 NK0688'BEEN WIDENED AND THE CONTRACTOR REPLACED REFERENCE MARK NO.
 NK0688'3 IN THE SIDEWALK.  BUT NOT IN ITS ORIGINAL POSITION.  A COMPLETE
 NK0688'DESCRIPTION FOLLOWS.
 NK0688'
 NK0688'STATION IS LOCATED IN THE TOWN OF HAMPTON ON THE NORTHEAST
 NK0688'CORNER OF THE COUNTY COURTHOUSE SQUARE, 26 FEET WEST OF THE WEST
 NK0688'CURB OF FEDERAL ST. N., 12 FEET WEST OF THE WEST EDGE OF
 NK0688'SIDEWALK, 18 FEET SOUTH OF THE SOUTH CURB OF FIRST AVENUE NW, AND
 NK0688'10 FEET SOUTH OF THE SOUTH EDGE OF NEW SIDEWALK.  THE MARK IS
 NK0688'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 NK0688'HAMPTON 1938.
 NK0688'
 NK0688'REFERENCE MARK NO. 2 IS 113.20 FEET SOUTH OF THE STATION,
 NK0688'5 FEET WEST OF THE WEST CURB OF FEDERAL ST. N., 2 FEET
 NK0688'SOUTH-SOUTHWEST OF A STREET LIGHT POST, AND 1 FOOT NORTH OF
 NK0688'THE NORTH EDGE OF DRIVEWAY TO THE FRANKLIN COUNTY COURTHOUSE
 NK0688'PARKING AREA.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 NK0688'AND THE DISK IS STAMPED HAMPTON NO 2 1938.
 NK0688'
 NK0688'REFERENCE MARK NO. 3 IS 66.79 FEET WEST OF THE STATION SET
 NK0688'NEAR THE SOUTH EDGE OF THE CONCRETE SIDEWALK, 91 FEET WEST OF THE
 NK0688'WEST CURB OF FEDERAL ST. N., AND 8 FEET SOUTH OF THE SOUTH CURB
 NK0688'OF FIRST AVENUE NW.  THE DISK IS SET IN THE CONCRETE SIDEWALK
 NK0688'AND IS STAMPED HAMPTON NO 3 1950.
 NK0688'
 NK0688'AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, 200.5 FEET WEST
 NK0688'OF THE MAIN TRACK OF THE M AND S.L. R.R., 125 FEET EAST OF FIFTH
 NK0688'ST. N., 97 FEET WEST OF THE SOUTHWEST CORNER OF FARM SERVICE
 NK0688'STORE, 5.4 FEET WEST OF THE SOUTHWEST CORNER OF GARAGE, AND
 NK0688'1 FOOT NORTH OF NORTH EDGE OF SIDEWALK.  THE MARK IS FLUSH WITH
 NK0688'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED HAMPTON 1938.
 NK0688'
 NK0688'BENCH MARK D 29 WAS NOT RECOVERED.  IT HAS BEEN DESTROYED
 NK0688'OR COVERED BY A CONCRETE PARKING APRON FOR THE COURTHOUSE.
 NK0688
 NK0688                          STATION RECOVERY (1972)
 NK0688
 NK0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 NK0688'STATION AND R.M. 3 FOUND IN GOOD CONDITION.  R.M. 2 S.F.N.F.
 NK0688'
 NK0688'DISTANCE CHECKED OK
 NK0688'
 NK0688'DESCRIPTION ADEQUATE
 NK0688
 NK0688                          STATION RECOVERY (1978)
 NK0688
 NK0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NK0688'STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE RECOVERED AS
 NK0688'DESCRIBED IN 1960.  REFERENCE MARK 2 WAS NOT RECOVERED AND IS BELIEVED
 NK0688'TO HAVE BEEN DESTROYED, THEREFORE, REFERENCE MARK 4 WAS
 NK0688'ESTABLISHED.  THE AZIMUTH COULD NOT BE OBSERVED UPON AND THERE IS NO
 NK0688'SUITABLE SITE FOR AN ADDITIONAL AZIMUTH MARK.  THE DISTANCE TO
 NK0688'REFERENCE MARK 3 WAS 0.006 METER SHORTER THAN 1960 DATA.  FOLLOWING
 NK0688'IS A NEW DESCRIPTION.
 NK0688'
 NK0688'STATION IS IN HAMPTON, ON THE NORTHEAST CORNER OF THE FRANKLIN COUNTY
 NK0688'COURTHOUSE LAWN AT THE JUNCTION OF FIRST AVENUE NORTHWEST AND FEDERAL
 NK0688'STREET NORTH.
 NK0688'
 NK0688'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON FIRST AVENUE
 NK0688'NORTHWEST FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 NK0688'
 NK0688'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---HAMPTON 1938---
 NK0688'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS 3 INCHES
 NK0688'BELOW THE LAWN SURFACE.  IT IS 26 FEET WEST OF THE WEST CURB OF
 NK0688'FEDERAL STREET NORTH, 18 FEET SOUTH OF THE SOUTH CURB OF FIRST AVENUE
 NK0688'NORTHWEST, 12 FEET WEST OF THE WEST EDGE OF A SIDEWALK AND 10 FEET
 NK0688'SOUTH OF THE SOUTH EDGE OF A SIDEWALK.  UNDERGROUND MARK WAS NOT
 NK0688'INSPECTED.
 NK0688'
 NK0688'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---HAMPTON NO 3 1950---
 NK0688'CEMENTED IN A DRILLHOLE IS THE SOUTH EDGE OF A SIDEWALK.  IT IS 91
 NK0688'FEET WEST OF THE WEST CURB OF FEDERAL STREET NORTH AND 8 FEET SOUTH
 NK0688'OF THE SOUTH CURB OF FIRST AVENUE NORTHWEST.
 NK0688'
 NK0688'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---HAMPTON 1938 NO 4 1978
 NK0688'---SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT IS 1 INCH
 NK0688'BELOW THE LAWN SURFACE.  IT IS 81.5 FEET SOUTH OF THE SOUTH CURB OF
 NK0688'FIRST AVENUE NORTHWEST, 3.3 FEET WEST OF THE WEST CURB OF FEDERAL
 NK0688'STREET NORTH AND 2.5 FEET EAST OF THE EAST EDGE OF THE SIDEWALK.
 NK0688'
 NK0688'AZIMUTH MARK IS A STANDARD DISK, STAMPED---HAMPTON 1939---SET IN THE
 NK0688'TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 125 FEET
 NK0688'EAST OF THE CENTERLINE OF FIFTH STREET NORTH, 5.4 FEET WEST OF THE
 NK0688'SOUTHWEST CORNER OF A GARAGE AND 1.0 FEET NORTH OF THE NORTH EDGE OF
 NK0688'A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0686 ***********************************************************************
 NK0686  DESIGNATION -  HAMPTON FRANKLIN CO CTHSE TWR
 NK0686  PID         -  NK0686
 NK0686  STATE/COUNTY-  IA/FRANKLIN
 NK0686  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0686
 NK0686                         *CURRENT SURVEY CONTROL
 NK0686  ___________________________________________________________________
 NK0686* NAD 83(1996)-  42 44 32.08355(N)    093 12 29.15489(W)     ADJUSTED  
 NK0686* NAVD 88     -                                                        
 NK0686  ___________________________________________________________________
 NK0686  LAPLACE CORR-         -22.62  (seconds)                    DEFLEC99
 NK0686  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 NK0686
 NK0686  HORZ ORDER  -  THIRD
 NK0686
 NK0686.The horizontal coordinates were established by classical geodetic methods
 NK0686.and adjusted by the National Geodetic Survey in May 1999..
 NK0686
 NK0686
 NK0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0686
 NK0686.The geoid height was determined by GEOID03.
 NK0686
 NK0686;                    North         East     Units Scale Factor Converg.
 NK0686;SPC IA N     - 1,138,025.836 1,523,899.841   MT  0.99994621   +0 11 52.2
 NK0686;UTM  15      - 4,732,213.229   482,967.497   MT  0.99960357   -0 08 28.5
 NK0686
 NK0686                          SUPERSEDED SURVEY CONTROL
 NK0686
 NK0686  NAD 83(1996)-  42 44 32.08381(N)    093 12 29.15463(W) AD(       ) 4
 NK0686  NAD 83(1986)-  42 44 32.07863(N)    093 12 29.14676(W) AD(       ) 4
 NK0686  NAD 27      -  42 44 32.18200(N)    093 12 28.40400(W) AD(       ) 3
 NK0686
 NK0686.Superseded values are not recommended for survey control.
 NK0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0686.See file dsdata.txt to determine how the superseded data were derived.
 NK0686
 NK0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8296732213(NAD 83)
 NK0686_MARKER: 55 = TOWER
 NK0686
 NK0686  HISTORY     - Date     Condition        Report By
 NK0686  HISTORY     - 1926     FIRST OBSERVED   CGS
 NK0686
 NK0686                          STATION DESCRIPTION
 NK0686
 NK0686'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0687 ***********************************************************************
 NK0687  DESIGNATION -  HAMPTON WATER TANK
 NK0687  PID         -  NK0687
 NK0687  STATE/COUNTY-  IA/FRANKLIN
 NK0687  USGS QUAD   -  HAMPTON SOUTH (1979)
 NK0687
 NK0687                         *CURRENT SURVEY CONTROL
 NK0687  ___________________________________________________________________
 NK0687* NAD 83(1996)-  42 44 31.01991(N)    093 12 41.51715(W)     ADJUSTED  
 NK0687* NAVD 88     -                                                        
 NK0687  ___________________________________________________________________
 NK0687  LAPLACE CORR-         -22.57  (seconds)                    DEFLEC99
 NK0687  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 NK0687
 NK0687  HORZ ORDER  -  THIRD
 NK0687
 NK0687.The horizontal coordinates were established by classical geodetic methods
 NK0687.and adjusted by the National Geodetic Survey in May 1999..
 NK0687
 NK0687
 NK0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0687
 NK0687.The geoid height was determined by GEOID03.
 NK0687
 NK0687;                    North         East     Units Scale Factor Converg.
 NK0687;SPC IA N     - 1,137,992.051 1,523,618.793   MT  0.99994621   +0 11 43.8
 NK0687;UTM  15      - 4,732,181.119   482,686.351   MT  0.99960369   -0 08 36.8
 NK0687
 NK0687                          SUPERSEDED SURVEY CONTROL
 NK0687
 NK0687  NAD 83(1996)-  42 44 31.02017(N)    093 12 41.51689(W) AD(       ) 4
 NK0687  NAD 83(1986)-  42 44 31.01499(N)    093 12 41.50908(W) AD(       ) 4
 NK0687  NAD 27      -  42 44 31.11200(N)    093 12 40.77300(W) AD(       ) 3
 NK0687
 NK0687.Superseded values are not recommended for survey control.
 NK0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0687.See file dsdata.txt to determine how the superseded data were derived.
 NK0687
 NK0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8268632181(NAD 83)
 NK0687_MARKER: 51 = TANK
 NK0687
 NK0687  HISTORY     - Date     Condition        Report By
 NK0687  HISTORY     - 1926     FIRST OBSERVED   CGS
 NK0687
 NK0687                          STATION DESCRIPTION
 NK0687
 NK0687'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0857 ***********************************************************************
 ON0857  DESIGNATION -  HAN
 ON0857  PID         -  ON0857
 ON0857  STATE/COUNTY-  IA/ALLAMAKEE
 ON0857  USGS QUAD   -  DORCHESTER (1971)
 ON0857
 ON0857                         *CURRENT SURVEY CONTROL
 ON0857  ___________________________________________________________________
 ON0857* NAD 83(1996)-  43 23 28.63853(N)    091 36 29.45964(W)     ADJUSTED  
 ON0857* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 ON0857  ___________________________________________________________________
 ON0857  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 ON0857  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 ON0857
 ON0857  HORZ ORDER  -  SECOND
 ON0857
 ON0857.The horizontal coordinates were established by classical geodetic methods
 ON0857.and adjusted by the National Geodetic Survey in May 1999..
 ON0857
 ON0857.The orthometric height was scaled from a topographic map.
 ON0857
 ON0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0857
 ON0857.The geoid height was determined by GEOID03.
 ON0857
 ON0857;                    North         East     Units Scale Factor Converg.
 ON0857;SPC IA N     - 1,211,802.587 1,653,269.157   MT  1.00002515   +1 16 55.8
 ON0857;SPC MN S     -   146,313.926   993,782.180   MT  1.00010795   +1 40 35.4
 ON0857;UTM  15      - 4,805,208.857   612,722.811   MT  0.99975630   +0 57 22.5
 ON0857
 ON0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0857!SPC IA N     -   0.99994987  x   1.00002515  =   0.99997502
 ON0857!SPC MN S     -   0.99994987  x   1.00010795  =   1.00005782
 ON0857!UTM  15      -   0.99994987  x   0.99975630  =   0.99970619
 ON0857
 ON0857:                Primary Azimuth Mark                     Grid Az
 ON0857:SPC IA N     -  HAN AZ MK                                081 22 19.8
 ON0857:SPC MN S     -  HAN AZ MK                                080 58 40.2
 ON0857:UTM  15      -  HAN AZ MK                                081 41 53.1
 ON0857
 ON0857|---------------------------------------------------------------------|
 ON0857| PID    Reference Object                     Distance      Geod. Az  |
 ON0857|                                                           dddmmss.s |
 ON0857| CI6491 HAN AZ MK                                          0823915.6 |
 ON0857| CI6492 HAN RM 1                             20.234 METERS 13229     |
 ON0857| ON0863 CANOE RIDGE LUTH CH SPIRE           APPROX. 5.8 KM 2240951.0 |
 ON0857| CI6493 HAN RM 2                             14.502 METERS 24351     |
 ON0857|---------------------------------------------------------------------|
 ON0857
 ON0857                          SUPERSEDED SURVEY CONTROL
 ON0857
 ON0857  NAD 83(1996)-  43 23 28.63852(N)    091 36 29.45962(W) AD(       ) 2
 ON0857  NAD 83(1986)-  43 23 28.63081(N)    091 36 29.45990(W) AD(       ) 2
 ON0857  NAD 27      -  43 23 28.72140(N)    091 36 28.92980(W) AD(       ) 2
 ON0857
 ON0857.Superseded values are not recommended for survey control.
 ON0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0857.See file dsdata.txt to determine how the superseded data were derived.
 ON0857
 ON0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1272305209(NAD 83)
 ON0857_MARKER: DS = TRIANGULATION STATION DISK
 ON0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0857
 ON0857  HISTORY     - Date     Condition        Report By
 ON0857  HISTORY     - 1961     MONUMENTED       CGS
 ON0857
 ON0857                          STATION DESCRIPTION
 ON0857
 ON0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0857'THE STATION IS ABOUT 10-1/2 MILES NORTHEAST OF DECORAH, ABOUT
 ON0857'10-1/2 MILES NORTHWEST OF WAUKON, ABOUT 3/4 MILE NORTHWEST
 ON0857'OF THE UPPER IOWA RIVER, IN THE SOUTHWEST 1/4 OF SEC. 18,
 ON0857'T. 99 N., R. 6 W. AND ON PROPERTY OF MR. MELVIN SOLEN.  IT IS 108
 ON0857'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A PORCH ON A FRAME
 ON0857'HOUSE, 88 FEET WEST OF A POWER POLE WITH A TRANSFORMER, 34
 ON0857'FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 33 FEET
 ON0857'NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 11 FEET SOUTHWEST
 ON0857'OF A 30 INCH ELM TREE AND 15 FEET SOUTH OF A TELEPHONE POLE.
 ON0857'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HAN 1961.
 ON0857'
 ON0857'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 ON0857'HIGHWAY 9 IN DECORAH, GO WEST AND NORTH ON HIGHWAY 52 FOR 0.5
 ON0857'MILE TO A CROSS ROAD.  TURN RIGHT AND GO NORTHWESTERLY ON
 ON0857'A PAVED ROAD FOR 1.9 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 ON0857'GO EAST ON A PAVED ROAD FOR 2.15 MILES TO A FORK.  TAKE
 ON0857'THE RIGHT FORK AND GO SOUTH AND EAST ON A PAVED ROAD FOR
 ON0857'1.15 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH AND
 ON0857'EASTERLY ON A PAVED ROAD FOR 4.9 MILES TO A FORK, WHICH IS
 ON0857'0.05 MILE EAST OF THE END OF THE PAVED ROAD.  TAKE THE LEFT
 ON0857'FORK AND GO NORTHERLY ON A GRAVELED ROAD FOR 2.35 MILES
 ON0857'TO A SIDE ROAD RIGHT.  KEEP LEFT ON THE GRAVELED ROAD AND
 ON0857'GO NORTH FOR 0.95 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 ON0857'EAST ON A GRAVELED ROAD FOR 1.65 MILES TO THE STATION ON
 ON0857'THE LEFT AND MR. SOLENS HOME.
 ON0857'
 ON0857'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 ON0857'GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 ON0857'
 ON0857'REFERENCE MARK 1 IS 74 FEET SOUTHWEST OF THE POWER POLE
 ON0857'WITH A TRANSFORMER, 22 FEET SOUTH OF THE CENTERLINE OF THE
 ON0857'GRAVELED ROAD AND 6 INCHES NORTH OF A WIRE FENCE.  THE MONUMENT
 ON0857'PROJECTS 6 INCHES AND THE DISK IS STAMPED HAN NO 1 1961.
 ON0857'
 ON0857'REFERENCE MARK 2 IS 23 FEET NORTH OF THE CENTERLINE OF THE
 ON0857'GRAVELED ROAD, 6 FEET SOUTHWEST OF A SOUTHWEST GATE POST,
 ON0857'4 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF A FENCE
 ON0857'CORNER.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 ON0857'HAN NO 2 1961.
 ON0857'
 ON0857'THE AZIMUTH MARK IS 25 FEET NORTH OF THE CENTERLINE OF THE
 ON0857'GRAVELED ROAD, 9 FEET WEST OF THE CENTERLINE OF A FIELD
 ON0857'ENTRANCE, 6 FEET SOUTH OF A WIRE FENCE AND 1 FOOT WEST OF A
 ON0857'WITNESS POST.  THE MONUMENT PROJECTS 12 INCHES AND THE DISK
 ON0857'IS STAMPED HAN 1961.
 ON0857'
 ON0857'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1199 ***********************************************************************
 MJ1199  CBN         -  This is a Cooperative Base Network Control Station.
 MJ1199  DESIGNATION -  HANCOCK
 MJ1199  PID         -  MJ1199
 MJ1199  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1199  USGS QUAD   -  AVOCA (1994)
 MJ1199
 MJ1199                         *CURRENT SURVEY CONTROL
 MJ1199  ___________________________________________________________________
 MJ1199* NAD 83(1996)-  41 23 07.71523(N)    095 20 49.28040(W)     ADJUSTED  
 MJ1199* NAVD 88     -       381.4    (meters)    1251.     (feet)  GPS OBS   
 MJ1199  ___________________________________________________________________
 MJ1199  X           -    -446,617.340 (meters)                     COMP
 MJ1199  Y           -  -4,771,806.887 (meters)                     COMP
 MJ1199  Z           -   4,194,871.452 (meters)                     COMP
 MJ1199  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 MJ1199  ELLIP HEIGHT-         353.61  (meters)          (06/15/04) GPS OBS
 MJ1199  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 MJ1199
 MJ1199  HORZ ORDER  -  B
 MJ1199  ELLP ORDER  -  FOURTH    CLASS I
 MJ1199
 MJ1199.The horizontal coordinates were established by GPS observations
 MJ1199.and adjusted by the National Geodetic Survey in August 1997..
 MJ1199
 MJ1199.The orthometric height was determined by GPS observations and a
 MJ1199.high-resolution geoid model.
 MJ1199
 MJ1199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1199
 MJ1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1199
 MJ1199.The ellipsoidal height was determined by GPS observations
 MJ1199.and is referenced to NAD 83.
 MJ1199
 MJ1199.The geoid height was determined by GEOID03.
 MJ1199
 MJ1199;                    North         East     Units Scale Factor Converg.
 MJ1199;SPC IA S     -   155,496.250   345,528.113   MT  0.99995354   -1 12 59.9
 MJ1199;UTM  15      - 4,584,208.103   303,759.292   MT  1.00007396   -1 33 07.8
 MJ1199
 MJ1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1199!SPC IA S     -   0.99994454  x   0.99995354  =   0.99989808
 MJ1199!UTM  15      -   0.99994454  x   1.00007396  =   1.00001849
 MJ1199
 MJ1199:                Primary Azimuth Mark                     Grid Az
 MJ1199:SPC IA S     -  AVOCA MUN TANK                           006 10 27.4
 MJ1199:UTM  15      -  AVOCA MUN TANK                           006 30 35.3
 MJ1199
 MJ1199|---------------------------------------------------------------------|
 MJ1199| PID    Reference Object                     Distance      Geod. Az  |
 MJ1199|                                                           dddmmss.s |
 MJ1199| MJ1198 AVOCA MUN TANK                      APPROX.10.8 KM 0045727.5 |
 MJ1199| MJ1196 HANCOCK AZ MK                       APPROX. 4.9 KM 0692210.9 |
 MJ1199| CL6604 HANCOCK RM 2                         19.172 METERS 09720     |
 MJ1199| CL6603 HANCOCK RM 1                         19.471 METERS 35833     |
 MJ1199|---------------------------------------------------------------------|
 MJ1199
 MJ1199                          SUPERSEDED SURVEY CONTROL
 MJ1199
 MJ1199  ELLIP H (08/25/97)  353.65   (m)                       GP(       ) 4 1
 MJ1199  NAD 83(1996)-  41 23 07.72151(N)    095 20 49.29945(W) AD(       ) 2
 MJ1199  NAD 83(1986)-  41 23 07.72175(N)    095 20 49.30028(W) AD(       ) 2
 MJ1199  NAD 27      -  41 23 07.75387(N)    095 20 48.29945(W) AD(       ) 2
 MJ1199  NGVD 29 (07/19/86)  381.1    (m)         1250.     (f) VERT ANG       
 MJ1199
 MJ1199.Superseded values are not recommended for survey control.
 MJ1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1199.See file dsdata.txt to determine how the superseded data were derived.
 MJ1199
 MJ1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF0375984208(NAD 83)
 MJ1199_MARKER: DD = SURVEY DISK
 MJ1199_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1199_STAMPING: HANCOCK 1968
 MJ1199_MARK LOGO: USGS  
 MJ1199_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1199+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 MJ1199
 MJ1199  HISTORY     - Date     Condition        Report By
 MJ1199  HISTORY     - 1968     MONUMENTED       USGS
 MJ1199  HISTORY     - 19960917 GOOD             IADT
 MJ1199  HISTORY     - 19990112 GOOD             MERRIC
 MJ1199
 MJ1199                          STATION DESCRIPTION
 MJ1199
 MJ1199'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1199'STATION IS LOCATED 0.8 MI E. OF HANCOCK, IN THE RIGHT-OF-WAY
 MJ1199'OF A N.-S. GRAVEL RD., 0.3 MI S. OF ITS INTERSECTION WITH
 MJ1199'U.S. HWY. 59 AND 0.3 MI S. OF COR. OF SECS. 8, 9, 16 AND 17,
 MJ1199'T. 76 N., R. 39 W.
 MJ1199'
 MJ1199'TO REACH THE STATION FROM THE POST OFFICE AT HANCOCK, DRIVE S. 0.1
 MJ1199'MI TO U.S. HWY. 59, TURN LEFT AND DRIVE E. ON HWY. 59 FOR 0.8 MI
 MJ1199'TO A GRAVEL RD. CROSSING, TURN RIGHT AND DRIVE S. ON GRAVEL
 MJ1199'RD. FOR 0.3 MI TO STATION ON THE RIGHT.
 MJ1199'
 MJ1199'STATION MARK AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED
 MJ1199'HANCOCK 1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN
 MJ1199'FLUSH WITH THE GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MJ1199'
 MJ1199'STATION MARK IS 0.15 MI S. OF CENTER OF A WOODEN BRIDGE OVER A
 MJ1199'RR., 30 FT W. OF CENTER OF THE GRAVEL RD., 8 FT N. OF CENTER OF
 MJ1199'APPROACH TO FIELD W., 2.7 FT E. OF N. GATE POST OF FIELD ENTRANCE
 MJ1199'AND 0.6 FT W. OF A METAL WITNESS POST.
 MJ1199'
 MJ1199'REFERENCE MARK 1 IS 63.88 FT (19.470 M.) N. OF STATION, 32 FT
 MJ1199'W. OF CENTER OF GRAVEL RD., 3.4 FT S. OF A TELEPHONE POLE AND 1
 MJ1199'FT E. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1199'
 MJ1199'REFERENCE MARK 2 IS 62.90 FT (19.172 M.) E. OF STATION, 34
 MJ1199'FT E. OF CENTER OF THE RD., 3.6 FT N. OF A POWER LINE POLE AND 1
 MJ1199'FT W. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1199
 MJ1199                          STATION RECOVERY (1996)
 MJ1199
 MJ1199'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 MJ1199'RECOVERED AS DESCRIBED.  A PINK STATE HARN SURVEY SIGN WAS SET 1.0 M
 MJ1199'(3.3 FT) NORTHWEST OF THE MONUMENT.
 MJ1199
 MJ1199                          STATION RECOVERY (1999)
 MJ1199
 MJ1199'RECOVERY NOTE BY MERRICK AND COMPANY 1999 (KTK)
 MJ1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1196 ***********************************************************************
 MJ1196  DESIGNATION -  HANCOCK AZ MK
 MJ1196  PID         -  MJ1196
 MJ1196  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1196  USGS QUAD   -  AVOCA (1994)
 MJ1196
 MJ1196                         *CURRENT SURVEY CONTROL
 MJ1196  ___________________________________________________________________
 MJ1196* NAD 83(1996)-  41 24 03.28209(N)    095 17 33.09162(W)     ADJUSTED  
 MJ1196* NAVD 88     -       406.5    (meters)    1334.     (feet)  VERTCON   
 MJ1196  ___________________________________________________________________
 MJ1196  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 MJ1196  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 MJ1196
 MJ1196  HORZ ORDER  -  SECOND
 MJ1196
 MJ1196.The horizontal coordinates were established by classical geodetic methods
 MJ1196.and adjusted by the National Geodetic Survey in May 1999..
 MJ1196
 MJ1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1196
 MJ1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1196
 MJ1196.The geoid height was determined by GEOID03.
 MJ1196
 MJ1196;                    North         East     Units Scale Factor Converg.
 MJ1196;SPC IA S     -   157,114.716   350,120.515   MT  0.99995445   -1 10 50.7
 MJ1196;UTM  15      - 4,585,799.809   308,361.598   MT  1.00005198   -1 30 59.6
 MJ1196
 MJ1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1196!SPC IA S     -   0.99994060  x   0.99995445  =   0.99989506
 MJ1196!UTM  15      -   0.99994060  x   1.00005198  =   0.99999258
 MJ1196
 MJ1196:                Primary Azimuth Mark                     Grid Az
 MJ1196:SPC IA S     -  HANCOCK                                  250 35 11.3
 MJ1196:UTM  15      -  HANCOCK                                  250 55 20.2
 MJ1196
 MJ1196|---------------------------------------------------------------------|
 MJ1196| PID    Reference Object                     Distance      Geod. Az  |
 MJ1196|                                                           dddmmss.s |
 MJ1196| MJ1199 HANCOCK                             APPROX. 4.9 KM 2492420.6 |
 MJ1196| MJ1170 SHELBY TANK                         APPROX.19.1 KM 3124919.3 |
 MJ1196|---------------------------------------------------------------------|
 MJ1196
 MJ1196                          SUPERSEDED SURVEY CONTROL
 MJ1196
 MJ1196  NAD 83(1996)-  41 24 03.28664(N)    095 17 33.10998(W) AD(       ) 2
 MJ1196  NAD 83(1986)-  41 24 03.28690(N)    095 17 33.11072(W) AD(       ) 2
 MJ1196  NAD 27      -  41 24 03.31975(N)    095 17 32.11712(W) AD(       ) 2
 MJ1196  NGVD 29 (07/19/86)  406.4    (m)         1333.     (f) VERT ANG       
 MJ1196
 MJ1196.Superseded values are not recommended for survey control.
 MJ1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1196.See file dsdata.txt to determine how the superseded data were derived.
 MJ1196
 MJ1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF0836285800(NAD 83)
 MJ1196_MARKER: DZ = AZIMUTH MARK DISK
 MJ1196_SETTING: 0 = UNSPECIFIED SETTING
 MJ1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ1196
 MJ1196  HISTORY     - Date     Condition        Report By
 MJ1196  HISTORY     - 1968     MONUMENTED       USGS
 MJ1196
 MJ1196                          STATION DESCRIPTION
 MJ1196
 MJ1196'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1196'STATION IS LOCATED ABOUT 4 MI E. AND 0.8 MI N. OF HANCOCK.  IN
 MJ1196'THE NE. QUARTER OF SEC. 11.  T. 76 N., R. 39 W, IN THE
 MJ1196'RIGHT-OF-WAY OF THE ROCK ISLAND AND PACIFIC RR.
 MJ1196'
 MJ1196'TO REACH THE STATION FROM THE POST OFFICE IN HANCOCK DRIVE
 MJ1196'S. 0.1 MI TO U.S. HWY. 59, TURN LEFT AND DRIVE E. ON HWY. 59 FOR
 MJ1196'1.3 MI TO A JCT. OF CO. RD. G-30, CONTINUE E. ON CO. RD. G-30
 MJ1196'FOR 2.5 MI TO A GRAVEL RO. CROSSING, TURN LEFT AND DRIVE N. ON
 MJ1196'GRAVEL RD. FOR 0.8 MI TO A CROSSING OF THE ROCK ISLAND AND
 MJ1196'PACIFIC RR., WALK ABOUT 0.2 MI W. ALONG N. SIDE OF RR. TO TOP
 MJ1196'OF DEEP CUTBANK AND STATION.
 MJ1196'
 MJ1196'STATION MARK IS A STANDARD AZIMUTH MARK TABLET STAMPED HANCOCK
 MJ1196'1968 CRIMPED ON A 10 FT LENGTH OF COPPER COATED ROD, DRIVEN FLUSH
 MJ1196'WITH THE GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  STATION
 MJ1196'IS AT TOP OF HIGH CUTBANK, 900 FT W. OF CROSSING OF RR. AND
 MJ1196'GRAVEL RD., 8 FT N. OF EDGE OF BANK AND ABOUT 80 FT N. OF RR. AND
 MJ1196'1 FT N. OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0808 ***********************************************************************
 LD0808  DESIGNATION -  HANKS
 LD0808  PID         -  LD0808
 LD0808  STATE/COUNTY-  IA/DES MOINES
 LD0808  USGS QUAD   -  PLEASANT GROVE (1981)
 LD0808
 LD0808                         *CURRENT SURVEY CONTROL
 LD0808  ___________________________________________________________________
 LD0808* NAD 83(1996)-  40 58 23.01595(N)    091 20 34.68858(W)     ADJUSTED  
 LD0808* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 LD0808  ___________________________________________________________________
 LD0808  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 LD0808  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0808
 LD0808  HORZ ORDER  -  FIRST
 LD0808
 LD0808.The horizontal coordinates were established by classical geodetic methods
 LD0808.and adjusted by the National Geodetic Survey in May 1999..
 LD0808
 LD0808.The orthometric height was scaled from a topographic map.
 LD0808
 LD0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0808
 LD0808.The geoid height was determined by GEOID03.
 LD0808
 LD0808;                    North         East     Units Scale Factor Converg.
 LD0808;SPC IA S     -   110,307.439   681,529.519   MT  0.99995624   +1 25 15.0
 LD0808;UTM  15      - 4,537,088.592   639,418.330   MT  0.99983924   +1 05 12.1
 LD0808
 LD0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0808!SPC IA S     -   0.99996393  x   0.99995624  =   0.99992017
 LD0808!UTM  15      -   0.99996393  x   0.99983924  =   0.99980318
 LD0808
 LD0808:                Primary Azimuth Mark                     Grid Az
 LD0808:SPC IA S     -  YARMOUTH MICH WIS PLINE CO MST           015 52 45.6
 LD0808:UTM  15      -  YARMOUTH MICH WIS PLINE CO MST           016 12 48.5
 LD0808
 LD0808|---------------------------------------------------------------------|
 LD0808| PID    Reference Object                     Distance      Geod. Az  |
 LD0808|                                                           dddmmss.s |
 LD0808| MG0805 YARMOUTH MICH WIS PLINE CO MST      APPROX. 6.6 KM 0171800.6 |
 LD0808| LD0786 IOWA ORD PLT LINE 1 WATER TANK      APPROX.20.1 KM 1501013.1 |
 LD0808| LD0790 IOWA ORD PLT LINE 2 WATER TANK      APPROX.22.0 KM 1514159.0 |
 LD0808| LD0789 IOWA ORD PLT LINE 5 WATER TANK      APPROX.19.6 KM 1532031.8 |
 LD0808| LD0787 IOWA ORD PLT YARD L WATER TANK      APPROX.18.6 KM 1533326.6 |
 LD0808| LD0791 IOWA ORD PLT LINE 3 WATER TANK      APPROX.21.0 KM 1542815.8 |
 LD0808| LD0812 IOWA ORD PLT ADM AREA TANK          APPROX.18.1 KM 1570337.8 |
 LD0808| LD0792 IOWA ORD PLT LINE 7 WATER TANK      APPROX.21.2 KM 1572557.7 |
 LD0808| CL8660 HANKS RM 1                           24.540 METERS 16532     |
 LD0808| LD0810 IOWA ORD PLT LINE 3A WTR TANK       APPROX.21.3 KM 1670413.9 |
 LD0808| LD0811 DANVILLE DES MOINES FARM ELEV       APPROX.12.5 KM 1671138.8 |
 LD0808| LD0868 ST PAUL ST JAMES CATH CH SPIRE      APPROX.27.0 KM 2130513.2 |
 LD0808| LD0815 NEW LONDON MUN P AND L S STK        APPROX. 6.8 KM 2190303.6 |
 LD0808| CL8661 HANKS RM 2                           22.222 METERS 25936     |
 LD0808| LD0861 MT PLEASANT ST MENTAL INST STK      APPROX.16.4 KM 2623404.2 |
 LD0808| LD0865 MT PLEASANT ST MENTAL INST TK       APPROX.16.5 KM 2624218.5 |
 LD0808| LD0860 MT PLEASANT ALPHONUS CATH CH        APPROX.18.1 KM 2654442.6 |
 LD0808| CL8659 HANKS AZ MK                                        2664307.6 |
 LD0808| LD0857 MT PLEASANT SE ELEC ASSOC MST       APPROX.16.6 KM 2665555.6 |
 LD0808|---------------------------------------------------------------------|
 LD0808
 LD0808                          SUPERSEDED SURVEY CONTROL
 LD0808
 LD0808  NAD 83(1986)-  40 58 23.02402(N)    091 20 34.69616(W) AD(       ) 1
 LD0808  NAD 27      -  40 58 22.90350(N)    091 20 34.14510(W) AD(       ) 1
 LD0808
 LD0808.Superseded values are not recommended for survey control.
 LD0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0808.See file dsdata.txt to determine how the superseded data were derived.
 LD0808
 LD0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF3941837089(NAD 83)
 LD0808_MARKER: DS = TRIANGULATION STATION DISK
 LD0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0808
 LD0808  HISTORY     - Date     Condition        Report By
 LD0808  HISTORY     - 1955     MONUMENTED       CGS
 LD0808
 LD0808                          STATION DESCRIPTION
 LD0808
 LD0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0808'STATION IS LOCATED, AIRLINE, ABOUT 8 MILES NORTH OF DANVILLE,
 LD0808'4-1/2 MILES NORTHEAST OF NEW LONDON, 3 MILES WEST NORTHWEST OF
 LD0808'THE VILLAGE OF PLEASANT GROVE, ON THE NORTH SIDE OF A GRAVELED
 LD0808'ROAD AND JUST WEST OF THE HOUSE OF MR. WILLIS HANKS.  IT IS
 LD0808'ON THE HIGHEST POINT OF A LOW NORTH-SOUTH RIDGE.
 LD0808'
 LD0808'STATION IS REACHED AS FOLLOWS--FROM THE INTERSECTION OF THE
 LD0808'MAIN STREET AND U.S. HIGHWAY 34 IN DANVILLE, GO NORTH ACROSS
 LD0808'THE RAILROAD TRACKS AND FOLLOW THE MAIN ROAD NORTH FOR 3.4 MILES TO
 LD0808'A T ROAD.  TURN RIGHT, EAST AND THEN NORTH, AND GO 4.6 MILES
 LD0808'TO A CROSS ROAD.  TURN LEFT, WEST, AND GO 1.4 MILES TO THE
 LD0808'TOP OF THE RIDGE, A HOUSE ON THE RIGHT AND THE STATION.
 LD0808'
 LD0808'STATION MARK, STAMPED HANKS 1955, IS A STANDARD DISK SET IN THE
 LD0808'TOP OF A 10 INCH SQUARE CONCRETE POST 2 INCHES BELOW THE GROUND.
 LD0808'IT IS 47.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 13.0 FEET
 LD0808'NORTH OF A WITNESS POST IN THE FENCE LINE AND 70.0 FEET
 LD0808'SOUTHWEST OF THE SOUTHWEST CORNER OF MR. WILLIS HANKS HOUSE.
 LD0808'
 LD0808'REFERENCE MARK NUMBER 1, STAMPED HANKS NO 1 1955, IS A STANDARD
 LD0808'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, PROJECTING
 LD0808'2 INCHES AND AT THE SAME ELEVATION AS THE STATION.  IT IS 15.0
 LD0808'FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 2.0 FEET NORTH OF
 LD0808'A FENCE LINE.
 LD0808'
 LD0808'REFERENCE MARK NUMBER 2, STAMPED HANKS NO 2 1955, IS A STANDARD
 LD0808'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, PROJECTING
 LD0808'6 INCHES AND AT THE SAME ELEVATION AS THE STATION.  IT IS 36.5
 LD0808'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1.0 FEET NORTHEAST
 LD0808'OF A FENCE CORNER POST.
 LD0808'
 LD0808'AZIMUTH MARK, STAMPED HANKS 1955, IS A STANDARD DISK SET IN
 LD0808'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER, FLUSH
 LD0808'WITH THE GROUND AND IN THE CENTER OF A GRASSY TRIANGLE FORMED
 LD0808'BY THREE ROADS AT A CROSS ROAD.  TO REACH FROM THE STATION, GO
 LD0808'WEST FOR 0.5 MILE TO A CROSS ROAD AND THE AZIMUTH MARK ON THE
 LD0808'LEFT.  IT IS 36.0 FEET SOUTHEAST OF THE CENTER LINES OF THE
 LD0808'CROSS ROAD AND 27.0 FEET SOUTH OF THE EAST-WEST ROAD
 LD0808'CENTERLINE.
 LD0808'
 LD0808'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1181 ***********************************************************************
 OO1181  DESIGNATION -  HANLONTOWN GRACE LUTH CH SPIRE
 OO1181  PID         -  OO1181
 OO1181  STATE/COUNTY-  IA/WORTH
 OO1181  USGS QUAD   -  FERTILE (1972)
 OO1181
 OO1181                         *CURRENT SURVEY CONTROL
 OO1181  ___________________________________________________________________
 OO1181* NAD 83(1996)-  43 16 46.08386(N)    093 22 32.50123(W)     ADJUSTED  
 OO1181* NAVD 88     -       385.     (meters)    1263.     (feet)  VERTCON   
 OO1181  ___________________________________________________________________
 OO1181  LAPLACE CORR-           7.72  (seconds)                    DEFLEC99
 OO1181  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 OO1181
 OO1181  HORZ ORDER  -  THIRD
 OO1181
 OO1181.The horizontal coordinates were established by classical geodetic methods
 OO1181.and adjusted by the National Geodetic Survey in May 1999..
 OO1181
 OO1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1181
 OO1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1181
 OO1181.The geoid height was determined by GEOID03.
 OO1181
 OO1181;                    North         East     Units Scale Factor Converg.
 OO1181;SPC IA N     - 1,197,671.630 1,510,089.929   MT  1.00000236   +0 05 03.3
 OO1181;UTM  15      - 4,791,918.489   469,516.874   MT  0.99961143   -0 15 27.2
 OO1181
 OO1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1181!SPC IA N     -   0.99994415  x   1.00000236  =   0.99994651
 OO1181!UTM  15      -   0.99994415  x   0.99961143  =   0.99955560
 OO1181
 OO1181                          SUPERSEDED SURVEY CONTROL
 OO1181
 OO1181  NAD 83(1996)-  43 16 46.08385(N)    093 22 32.50124(W) AD(       ) 4
 OO1181  NAD 83(1986)-  43 16 46.07697(N)    093 22 32.49695(W) AD(       ) 4
 OO1181  NAD 27      -  43 16 46.24083(N)    093 22 31.75435(W) AD(       ) 3
 OO1181  NGVD 29 (07/19/86)  385.     (m)         1263.     (f) VERT ANG       
 OO1181
 OO1181.Superseded values are not recommended for survey control.
 OO1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1181.See file dsdata.txt to determine how the superseded data were derived.
 OO1181
 OO1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH6951791918(NAD 83)
 OO1181_MARKER: 90 = CHURCH SPIRE
 OO1181
 OO1181  HISTORY     - Date     Condition        Report By
 OO1181  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1181
 OO1181                          STATION DESCRIPTION
 OO1181
 OO1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1181'THE HANLONTOWN GRACE LUTHERAN CHURCH SPIRE IS LOCATED AT THE
 OO1181'EAST EDGE OF HANLONTOWN, ABOUT 0.15 MILE NORTH OF THE BASEBALL
 OO1181'FIELD.
 OO1181'
 OO1181'THE SPIRE, WITH A BELL AT ITS BASE, IS MOUNTED ON A WOOD FRAME
 OO1181'BUILDING, PAINTED WHITE, 60 FEET HIGH, WITH A LIGHTNING ROD
 OO1181'AT THE APEX.
 OO1181'
 OO1181'THE POINT INTERSECTED WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1251 ***********************************************************************
 MJ1251  DESIGNATION -  HANNIBAL
 MJ1251  PID         -  MJ1251
 MJ1251  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1251  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1251
 MJ1251                         *CURRENT SURVEY CONTROL
 MJ1251  ___________________________________________________________________
 MJ1251* NAD 83(1996)-  41 20 01.61848(N)    095 49 58.75308(W)     ADJUSTED  
 MJ1251* NAVD 88     -       414.     (meters)    1358.     (feet)  SCALED    
 MJ1251  ___________________________________________________________________
 MJ1251  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 MJ1251  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 MJ1251
 MJ1251  HORZ ORDER  -  FIRST
 MJ1251
 MJ1251.The horizontal coordinates were established by classical geodetic methods
 MJ1251.and adjusted by the National Geodetic Survey in May 1999..
 MJ1251
 MJ1251.The orthometric height was scaled from a topographic map.
 MJ1251
 MJ1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1251
 MJ1251.The geoid height was determined by GEOID03.
 MJ1251
 MJ1251;                    North         East     Units Scale Factor Converg.
 MJ1251;SPC IA S     -   150,733.989   304,740.241   MT  0.99995105   -1 32 12.3
 MJ1251;SPC NE       -   174,989.403   848,565.283   MT  0.99966308   +2 45 41.3
 MJ1251;UTM  15      - 4,579,683.655   262,934.969   MT  1.00029170   -1 52 18.8
 MJ1251
 MJ1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1251!SPC IA S     -   0.99993942  x   0.99995105  =   0.99989048
 MJ1251!SPC NE       -   0.99993942  x   0.99966308  =   0.99960252
 MJ1251!UTM  15      -   0.99993942  x   1.00029170  =   1.00023111
 MJ1251
 MJ1251:                Primary Azimuth Mark                     Grid Az
 MJ1251:SPC IA S     -  HANNIBAL AZ MK                           074 36 19.1
 MJ1251:SPC NE       -  HANNIBAL AZ MK                           070 18 25.5
 MJ1251:UTM  15      -  HANNIBAL AZ MK                           074 56 25.6
 MJ1251
 MJ1251|---------------------------------------------------------------------|
 MJ1251| PID    Reference Object                     Distance      Geod. Az  |
 MJ1251|                                                           dddmmss.s |
 MJ1251| CL6605 HANNIBAL AZ MK                                     0730406.8 |
 MJ1251| MJ1203 AIRWAY BEACON 1                     APPROX.18.3 KM 0924737.8 |
 MJ1251| CL6606 HANNIBAL RM 1                       163.678 METERS 11418     |
 MJ1251| MJ1242 MEMORIAL POINT                      APPROX. 7.8 KM 1750710.6 |
 MJ1251| MJ1253 COUNCIL BLUFFS N MUNICIPAL TK       APPROX. 6.6 KM 1880524.3 |
 MJ1251| MJ1250 AIRWAY BEACON 0                     APPROX. 5.1 KM 1910618.3 |
 MJ1251| MJ1247 OMAHA DES MOINES GRN 3 AWY BCN      APPROX. 3.9 KM 2100011.1 |
 MJ1251| MK1981 RADIO STA KOAD RAD MAST             APPROX.14.7 KM 2604213.6 |
 MJ1251| MJ1263 OMAHA RAD STA WOW RAD MAST          APPROX.14.0 KM 2613309.1 |
 MJ1251| CL6607 HANNIBAL RM 2                        34.250 METERS 28219     |
 MJ1251| MJ1288 OMAHA SIOUX FALLS AMBER 4 BCN       APPROX.13.0 KM 3102136.5 |
 MJ1251|---------------------------------------------------------------------|
 MJ1251
 MJ1251                          SUPERSEDED SURVEY CONTROL
 MJ1251
 MJ1251  NAD 83(1996)-  41 20 01.61850(N)    095 49 58.75295(W) AD(       ) 1
 MJ1251  NAD 83(1986)-  41 20 01.62705(N)    095 49 58.75448(W) AD(       ) 1
 MJ1251  NAD 27      -  41 20 01.63800(N)    095 49 57.71500(W) AD(       ) 1
 MJ1251
 MJ1251.Superseded values are not recommended for survey control.
 MJ1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1251.See file dsdata.txt to determine how the superseded data were derived.
 MJ1251
 MJ1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6293579684(NAD 83)
 MJ1251_MARKER: DS = TRIANGULATION STATION DISK
 MJ1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1251_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1251
 MJ1251  HISTORY     - Date     Condition        Report By
 MJ1251  HISTORY     - 1934     MONUMENTED       CGS
 MJ1251  HISTORY     - 1947     GOOD             CGS
 MJ1251  HISTORY     - 1963     GOOD             LOCENG
 MJ1251
 MJ1251                          STATION DESCRIPTION
 MJ1251
 MJ1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ1251'STATION IS LOCATED ABOUT 6 MILES NORTH OF COUNCIL BLUFFS, 2 MILES
 MJ1251'SOUTHEAST OF CRESCENT, IN THE SE 1/4 SW 1/4 SEC. 31, T. 76 N., R.
 MJ1251'43 W., ON LAND OWNED AND OCCUPIED BY A.H.HANNIBAL, IN FARMYARD IN
 MJ1251'SOUTHWEST CORNER, 15 FEET NORTH OF EAST-AND-WEST FENCE AND 16 FEET
 MJ1251'EAST OF NORTH-AND-SOUTH FENCE.
 MJ1251'
 MJ1251'TO REACH FROM COUNCIL BLUFFS, FROM JUNCTION OF U.S. HIGHWAYS 30
 MJ1251'AND 6, GO SOUTH ON U.S. HIGHWAY 30 FOR 2.85 MILES TO A DIRT
 MJ1251'ROAD FROM THE EAST, GO EAST AND NORTH ON DIRT ROAD 1.7 MILES TO
 MJ1251'STATION ON THE NORTH.
 MJ1251'
 MJ1251'REFERENCE MARK NO. 1 IS 537 FEET EAST OF STATION ON SOUTH SIDE
 MJ1251'OF HIGHWAY NEAR TELEPHONE POLE.
 MJ1251'
 MJ1251'REFERENCE MARK NO. 2 IS 34.250 METERS (112.37 FEET) SOUTHWEST
 MJ1251'OF STATION, ALONG NORTH-AND-SOUTH FARMYARD FENCE.
 MJ1251'
 MJ1251'AZIMUTH MARK IS 0.8 MILE EAST OF STATION ON NORTH SIDE OF HIGHWAY
 MJ1251'DIRECTLY IN FRONT OF A FARMHOUSE AND 10 FEET EAST OF DRIVEWAY
 MJ1251'INTO FARMYARD.
 MJ1251'
 MJ1251'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 MJ1251
 MJ1251                          STATION RECOVERY (1947)
 MJ1251
 MJ1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1251'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 MJ1251'IN GOOD CONDITION.  THE 1934 DIRECTION TO AZIMUTH MARK WAS FOUND
 MJ1251'TO BE IN ERROR AS IT WAS CHECKED ON TWO DIFFERENT NIGHTS BY TWO
 MJ1251'DIFFERENT OBSERVERS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 MJ1251'
 MJ1251'STATION IS LOCATED ABOUT 6 MILES NORTH OF COUNCIL BLUFFS AND 2 MILES
 MJ1251'SOUTHEAST OF CRESCENT IN A FARMYARD.  STATION IS 38 FEET NORTH
 MJ1251'OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, 24 FEET NORTHWEST
 MJ1251'OF GATE POST AND 16 FEET EAST OF FENCELINE.  THE MARK PROJECTS
 MJ1251'ABOUT 5 INCHES AND THE DISK IS STAMPED HANNIBAL 1934.
 MJ1251'
 MJ1251'REFERENCE MARK NO. 1 IS 537 FEET (NOT CHECKED) EAST OF STATION,
 MJ1251'19 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF ROAD AND 1.5 FEET
 MJ1251'NORTH OF FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MJ1251'IS STAMPED HANNIBAL NO 1 1934.
 MJ1251'
 MJ1251'REFERENCE MARK NO. 2 IS 112.37 FEET SOUTHWEST OF STATION, 21 FEET
 MJ1251'NORTH OF THE APPROXIMATE CENTERLINE OF ROAD, 11 FEET NORTH OF
 MJ1251'FENCECORNER AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT
 MJ1251'4 INCHES AND THE DISK IS STAMPED HANNIBAL NO 2 1934.
 MJ1251'
 MJ1251'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE EAST OF STATION, 20 FEET
 MJ1251'NORTH OF THE APPROXIMATE CENTERLINE OF ROAD AND 17 FEET EAST OF
 MJ1251'DRIVEWAY.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 MJ1251'HANNIBAL 1934.
 MJ1251'
 MJ1251'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAYS 30 AND 6 ON
 MJ1251'BROADWAY IN COUNCIL BLUFFS GO NORTH ON U.S. HIGHWAY 30 FOR 3.1
 MJ1251'MILES TO A T ROAD RIGHT.  TURN RIGHT AND FOLLOW THE MAIN ROAD
 MJ1251'EAST AND NORTH FOR 1.7 MILES TO STATION ON LEFT AS DESCRIBED.
 MJ1251'CONTINUE EAST FOR 0.7 MILE TO AZIMUTH ON LEFT AS DESCRIBED.
 MJ1251
 MJ1251                          STATION RECOVERY (1963)
 MJ1251
 MJ1251'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (ALJ)
 MJ1251'STATION RECOVERED BY H. HOSKINS AND ASSOC.
 MJ1251'
 MJ1251'STATION WAS FOUND IN GOOD CONDITION.  REFERENCE AND AZIMUTH MARKS
 MJ1251'WERE FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0615 ***********************************************************************
 NL0615  DESIGNATION -  HANOVER
 NL0615  PID         -  NL0615
 NL0615  STATE/COUNTY-  IA/CRAWFORD
 NL0615  USGS QUAD   -  DENISON SW (1971)
 NL0615
 NL0615                         *CURRENT SURVEY CONTROL
 NL0615  ___________________________________________________________________
 NL0615* NAD 83(1996)-  42 03 59.03378(N)    095 29 09.84425(W)     ADJUSTED  
 NL0615* NAVD 88     -       451.     (meters)    1480.     (feet)  SCALED    
 NL0615  ___________________________________________________________________
 NL0615  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 NL0615  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 NL0615
 NL0615  HORZ ORDER  -  SECOND
 NL0615
 NL0615.The horizontal coordinates were established by classical geodetic methods
 NL0615.and adjusted by the National Geodetic Survey in May 1999..
 NL0615
 NL0615.The orthometric height was scaled from a topographic map.
 NL0615
 NL0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0615
 NL0615.The geoid height was determined by GEOID03.
 NL0615
 NL0615;                    North         East     Units Scale Factor Converg.
 NL0615;SPC IA N     - 1,064,844.331 1,335,639.049   MT  1.00000005   -1 20 45.8
 NL0615;UTM  15      - 4,660,139.084   294,317.240   MT  1.00012058   -1 39 58.4
 NL0615
 NL0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0615!SPC IA N     -   0.99993375  x   1.00000005  =   0.99993380
 NL0615!UTM  15      -   0.99993375  x   1.00012058  =   1.00005432
 NL0615
 NL0615:                Primary Azimuth Mark                     Grid Az
 NL0615:SPC IA N     -  SCHLESWIG MUNICIPAL TANK                 021 12 31.8
 NL0615:UTM  15      -  SCHLESWIG MUNICIPAL TANK                 021 31 44.4
 NL0615
 NL0615|---------------------------------------------------------------------|
 NL0615| PID    Reference Object                     Distance      Geod. Az  |
 NL0615|                                                           dddmmss.s |
 NL0615| NL0616 SCHLESWIG MUNICIPAL TANK            APPROX.11.9 KM 0195146.0 |
 NL0615| CO3219 HANOVER AZ MK                                      0260615.1 |
 NL0615| CO3220 HANOVER RM 1                         22.375 METERS 08840     |
 NL0615| MJ1180 ARION                               APPROX.11.4 KM 1731820.5 |
 NL0615| CO3221 HANOVER RM 2                         23.040 METERS 22505     |
 NL0615| NL0650 IMMANUEL EV LUTHER KIRCHE           APPROX.13.1 KM 3065027.2 |
 NL0615| NL0651 ST PAULS LUTHERAN CH STEEPLE        APPROX. 7.0 KM 3312722.0 |
 NL0615|---------------------------------------------------------------------|
 NL0615
 NL0615                          SUPERSEDED SURVEY CONTROL
 NL0615
 NL0615  NAD 83(1986)-  42 03 59.03436(N)    095 29 09.84646(W) AD(       ) 2
 NL0615  NAD 27      -  42 03 59.07100(N)    095 29 08.84600(W) AD(       ) 2
 NL0615
 NL0615.Superseded values are not recommended for survey control.
 NL0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0615.See file dsdata.txt to determine how the superseded data were derived.
 NL0615
 NL0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9431760139(NAD 83)
 NL0615_MARKER: DS = TRIANGULATION STATION DISK
 NL0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0615
 NL0615  HISTORY     - Date     Condition        Report By
 NL0615  HISTORY     - 1950     MONUMENTED       CGS
 NL0615  HISTORY     - 1971     POOR             USGS
 NL0615  HISTORY     - 1972     POOR             NGS
 NL0615
 NL0615                          STATION DESCRIPTION
 NL0615
 NL0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0615'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF DENISON AND
 NL0615'5 MILES EAST OF CHARTER OAK ON THE RIGHT OF WAY OF A GRAVEL
 NL0615'ROAD.  STATION IS 28 FEET NORTH OF THE APPROXIMATE CENTERLINE
 NL0615'OF ROAD, 5.5 FEET WEST OF WITNESS POST AND 1 FOOT SOUTH
 NL0615'OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 NL0615'IS STAMPED HANOVER 1950.
 NL0615'
 NL0615'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE APPROXIMATE
 NL0615'CENTERLINE OF ROAD AND 1 FOOT SOUTH OF FENCE.  THE MARK
 NL0615'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED HANOVER NO
 NL0615'1 1950.
 NL0615'
 NL0615'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF THE APPROXIMATE
 NL0615'CENTERLINE OF ROAD AND 1 FOOT SOUTH OF FENCE.  THE MARK
 NL0615'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HANOVER
 NL0615'NO 2 1950.
 NL0615'
 NL0615'AZIMUTH MARK IS 25 FEET WEST OF THE APPROXIMATE CENTERLINE
 NL0615'OF ROAD, 6 FEET SOUTH OF POWER POLE, 2 FEET SOUTH OF WITNESS
 NL0615'POST AND IN FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES
 NL0615'AND THE DISK IS STAMPED HANOVER 1950.
 NL0615'
 NL0615'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 NL0615'HIGHWAYS 4 AND 141 ABOUT 3/4 OF A MILE NORTHWEST OF DENISON
 NL0615'GO NORTHWESTERLY ON U.S. HIGHWAY 59 AND STATE HIGHWAY 141
 NL0615'FOR 1.85 MILES TO JUNCTION OF THE TWO HIGHWAYS.  CONTINUE
 NL0615'NORTHWEST ON U.S. HIGHWAY 59 FOR 3.85 MILES TO CROSSROADS.
 NL0615'TURN LEFT AND GO WEST ON GRADED ROAD FOR 2.0 MILES TO
 NL0615'CROSSROADS.  TURN LEFT AND GO SOUTH ON GRADED ROAD FOR 0.5 MILE
 NL0615'TO AZIMUTH MARK ON RIGHT OR WEST SIDE OF ROAD AS DESCRIBED.
 NL0615'CONTINUE SOUTH FOR 0.75 MILE TO CROSSROADS.  TURN RIGHT
 NL0615'AND GO WEST FOR 0.35 MILE TO STATION ON RIGHT OR NORTH
 NL0615'SIDE OF ROAD AS DESCRIBED.
 NL0615'
 NL0615'AN 87 FOOT SIGNAL AT STATION ARION IS V.G.
 NL0615'
 NL0615'AN 87 FOOT SIGNAL AT STATION RICKETTS IS V.G.
 NL0615'
 NL0615'A 74 FOOT SIGNAL AT STATION DELOIT IS V.G.
 NL0615'
 NL0615'A 47 FOOT SIGNAL AT STATION CHARTER IS V.G.
 NL0615'
 NL0615'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NL0615
 NL0615                          STATION RECOVERY (1971)
 NL0615
 NL0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JHR)
 NL0615'STATION AND R.M. 1 OUT OF GROUND AND IN DITCH, R.M. 2 NOT
 NL0615'FOUND.  ROAD HAS BEEN REBUILT AND BANKS CUT BACK.  UNABLE
 NL0615'TO LOCATE UNDERGROUND STATION.
 NL0615
 NL0615                          STATION RECOVERY (1972)
 NL0615
 NL0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NL0615'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND LYING ON
 NL0615'TOP OF THE GROUND IN A ROAD DITCH.  REFERENCE MARK 2 WAS
 NL0615'NOT FOUND.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 NL0615'THE STATION SITE FALLS IN A DEEP ROAD DITCH.  IT WILL TAKE
 NL0615'A 10 FOOT TRIPOD TO SEE OUT OF DITCH FOR OBSERVATIONS OF
 NL0615'AZIMUTH MARK AND INTERSECTION STATIONS FOR THE POSSIBILITY
 NL0615'OF FINDING THE UNDERGROUND STATION MARK.
 NL0615'
 NL0615'ANOTHER ATTEMPT TO RECOVER THE UNDERGROUND STATION MARK
 NL0615'WILL BE MADE AT A LATER DATE.
 NL0615'
 NL0615'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 NL0615'EAST OF CHARTER OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0679 ***********************************************************************
 MG0679  DESIGNATION -  HANSEN
 MG0679  PID         -  MG0679
 MG0679  STATE/COUNTY-  IA/CLINTON
 MG0679  USGS QUAD   -  CAMANCHE (1991)
 MG0679
 MG0679                         *CURRENT SURVEY CONTROL
 MG0679  ___________________________________________________________________
 MG0679* NAD 83(1996)-  41 50 25.59134(N)    090 20 07.83231(W)     ADJUSTED  
 MG0679* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 MG0679  ___________________________________________________________________
 MG0679  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 MG0679  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MG0679
 MG0679  HORZ ORDER  -  FIRST
 MG0679
 MG0679.The horizontal coordinates were established by classical geodetic methods
 MG0679.and adjusted by the National Geodetic Survey in May 1999..
 MG0679
 MG0679.The orthometric height was scaled from a topographic map.
 MG0679
 MG0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0679
 MG0679.The geoid height was determined by GEOID03.
 MG0679
 MG0679;                    North         East     Units Scale Factor Converg.
 MG0679;SPC IA S     -   209,166.630   762,779.258   MT  1.00001064   +2 05 04.0
 MG0679;SPC IA N     - 1,042,734.427 1,762,785.871   MT  1.00004875   +2 08 41.0
 MG0679;SPC IL W     -   574,375.027   685,977.217   MT  0.99994360   -0 06 45.5
 MG0679;SPC IL W     - 1,884,428.73  2,250,576.92   sFT  0.99994360   -0 06 45.5
 MG0679;UTM  15      - 4,635,493.574   721,226.126   MT  1.00020228   +1 46 41.1
 MG0679
 MG0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0679!SPC IA S     -   0.99997020  x   1.00001064  =   0.99998084
 MG0679!SPC IA N     -   0.99997020  x   1.00004875  =   1.00001894
 MG0679!SPC IL W     -   0.99997020  x   0.99994360  =   0.99991380
 MG0679!UTM  15      -   0.99997020  x   1.00020228  =   1.00017247
 MG0679
 MG0679|---------------------------------------------------------------------|
 MG0679| PID    Reference Object                     Distance      Geod. Az  |
 MG0679|                                                           dddmmss.s |
 MG0679| CL8667 HANSEN RM 1                          30.260 METERS 05210     |
 MG0679| CL8668 HANSEN RM 2                                        1793053.2 |
 MG0679| MG0678 LOW MOOR WATER TANK                 APPROX. 4.8 KM 2022612.8 |
 MG0679| MG0743 DEWITT CATH CHURCH SPIRE            APPROX.17.1 KM 2622834.2 |
 MG0679| MG0680 ELVIRA CHURCH SPIRE                 APPROX.12.4 KM 3020649.0 |
 MG0679|---------------------------------------------------------------------|
 MG0679
 MG0679                          SUPERSEDED SURVEY CONTROL
 MG0679
 MG0679  NAD 83(1986)-  41 50 25.59901(N)    090 20 07.83764(W) AD(       ) 1
 MG0679  NAD 27      -  41 50 25.49000(N)    090 20 07.36600(W) AD(       ) 1
 MG0679
 MG0679.Superseded values are not recommended for survey control.
 MG0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0679.See file dsdata.txt to determine how the superseded data were derived.
 MG0679
 MG0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG2122635494(NAD 83)
 MG0679_MARKER: DS = TRIANGULATION STATION DISK
 MG0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0679
 MG0679  HISTORY     - Date     Condition        Report By
 MG0679  HISTORY     - 1931     MONUMENTED       CGS
 MG0679  HISTORY     - 1952     GOOD             CGS
 MG0679  HISTORY     - 1963     GOOD             CGS
 MG0679  HISTORY     - 1968     GOOD             CGS
 MG0679  HISTORY     - 19941114 MARK NOT FOUND   USPSQD
 MG0679  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MG0679
 MG0679                          STATION DESCRIPTION
 MG0679
 MG0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 MG0679'ABOUT 7 MILES WEST OF CLINTON, 3 MILES NORTH-NORTHEAST OF THE
 MG0679'TOWN OF LOW MOOR, IOWA.
 MG0679'
 MG0679'TO REACH FROM CLINTON POST OFFICE, GO WEST ON U.S. HIGHWAY
 MG0679'30 FOR 8.2 MILES, TURN NORTH HERE ON GRAVEL HIGHWAY, FOR 1.8
 MG0679'MILES WHEN STATION SITE WILL BE ON THE WEST SIDE OF THE ROAD,
 MG0679'IN THE NORTHEAST CORNER OF THE FIELD.  MARK IS WEST OF A POINT
 MG0679'MIDWAY BETWEEN THE 4TH AND 5TH (COUNTING FROM THE SOUTH) LOCUST
 MG0679'TREES WHICH FORM A ROW ON THE EAST SIDE OF THE ROAD.  IT IS
 MG0679'29 METERS NORTHWEST OF THE FOURTH TREE, 26 METERS SOUTHWEST
 MG0679'OF THE FIFTH TREE, 15-1/4 METERS WEST OF THE CENTERLINE OF
 MG0679'THE ROAD, 7.3 METERS SOUTH OF A FENCE LINE RUNNING
 MG0679'EAST-AND-WEST.  MARK IS SET 9 INCHES BELOW THE SURFACE.
 MG0679'
 MG0679'REFERENCE MARK NO. 1 IS BETWEEN THE FIFTH AND SIXTH LOCUST
 MG0679'TREE, ON THE EAST SIDE OF THE ROAD, NORTHEAST OF THE STATION,
 MG0679'AND 8-1/2 METERS EAST OF THE CENTERLINE OF THE ROAD.
 MG0679'
 MG0679'REFERENCE MARK NO. 2 IS ABOUT 1/2 MILE SOUTH OF THE STATION,
 MG0679'IN THE SOUTHEAST CORNER OF THE FIELD, 6 METERS WEST OF THE
 MG0679'CENTERLINE OF THE ROAD RUNNING NORTH-AND-SOUTH, 5 METERS NORTH
 MG0679'OF THE LANE LEADING INTO THE FARMHOUSE.
 MG0679'
 MG0679'THE AZIMUTH MARK IS THE FINIAL OF THE WATER TANK AT LOW MOOR.
 MG0679'
 MG0679'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 MG0679
 MG0679                          STATION RECOVERY (1952)
 MG0679
 MG0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWQ)
 MG0679'THE STATION WAS RECOVERED IN EXCELLENT CONDITION.  DESCRIPTION
 MG0679'ADEQUATE.
 MG0679
 MG0679                          STATION RECOVERY (1963)
 MG0679
 MG0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 MG0679'THE SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE
 MG0679'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MG0679
 MG0679                          STATION RECOVERY (1968)
 MG0679
 MG0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JMW)
 MG0679'TO REACH FROM CLINTON POST OFFICE, GO W ON U.S. HIGHWAY 30
 MG0679'FOR 8.2 MILES, TURN NORTH HERE ON A GRAVEL HIGHWAY AND GO
 MG0679'1.8 MILES.  THE STATION SITE WILL BE ON THE WEST SIDE OF THE ROAD
 MG0679'IN THE NE CORNER OF A FIELD.  MARK IS W OF A POINT MIDWAY BETWEEN
 MG0679'THE FOURTH AND FIFTH (COUNTING FROM THE SOUTH) MAPLE TREES
 MG0679'WHICH LINE THE E SIDE OF THE ROAD.  MARK IS 29 METERS NW OF
 MG0679'THE 4TH TREE, 26 METERS SW OF THE 5TH TREE, 15.25 METERS W OF
 MG0679'CENTERLINE OF THE ROAD AND 7.3 METERS S OF A FENCE LINE
 MG0679'RUNNING E-W.  MARK IS SET ABOUT 1 FOOT BELOW THE GROUND
 MG0679'SURFACE.
 MG0679'
 MG0679'REFERENCE MARK NO. 1 IS BETWEEN THE 5TH AND 6TH MAPLE TREES
 MG0679'ON THE W SIDE OF THE ROAD, NE OF THE STATION, AND 8.5 METERS
 MG0679'E OF THE CENTERLINE OF THE ROAD.
 MG0679'
 MG0679'REFERENCE MARK NO. 2 IS ABOUT 1/2 MILE S OF THE STATION IN
 MG0679'THE SE CORNER OF THE FIELD, 11 METERS W OF THE CENTERLINE OF
 MG0679'THE ROAD RUNNING N-S AND 4.8 METERS N OF THE LANE LEADING
 MG0679'INTO THE FARMHOUSE.
 MG0679'
 MG0679'THE AZIMUTH MARK IS THE FINIAL OF THE WATER TANK AT LOW MOOR.
 MG0679'
 MG0679'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NNE
 MG0679'OF LOW MOOR AND ABOUT 7 MILES W OF CLINTON.
 MG0679
 MG0679                          STATION RECOVERY (1994)
 MG0679
 MG0679'RECOVERY NOTE BY US POWER SQUADRON 1994
 MG0679'MARK NOT FOUND.
 MG0679
 MG0679                          STATION RECOVERY (2001)
 MG0679
 MG0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MG0679'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0893 ***********************************************************************
 NJ0893  CBN         -  This is a Cooperative Base Network Control Station.
 NJ0893  DESIGNATION -  HANTEN
 NJ0893  PID         -  NJ0893
 NJ0893  STATE/COUNTY-  IA/DUBUQUE
 NJ0893  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0893
 NJ0893                         *CURRENT SURVEY CONTROL
 NJ0893  ___________________________________________________________________
 NJ0893* NAD 83(1996)-  42 23 46.08135(N)    090 39 56.54363(W)     ADJUSTED  
 NJ0893* NAVD 88     -       358.7    (meters)    1177.     (feet)  GPS OBS   
 NJ0893  ___________________________________________________________________
 NJ0893  X           -     -54,812.463 (meters)                     COMP
 NJ0893  Y           -  -4,717,365.943 (meters)                     COMP
 NJ0893  Z           -   4,278,421.138 (meters)                     COMP
 NJ0893  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 NJ0893  ELLIP HEIGHT-         326.19  (meters)          (07/28/03) GPS OBS
 NJ0893  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 NJ0893
 NJ0893  HORZ ORDER  -  B
 NJ0893  ELLP ORDER  -  FOURTH    CLASS I
 NJ0893
 NJ0893.The horizontal coordinates were established by GPS observations
 NJ0893.and adjusted by the National Geodetic Survey in August 1997..
 NJ0893
 NJ0893.The orthometric height was determined by GPS observations and a
 NJ0893.high-resolution geoid model.
 NJ0893
 NJ0893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0893
 NJ0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0893
 NJ0893.The ellipsoidal height was determined by GPS observations
 NJ0893.and is referenced to NAD 83.
 NJ0893
 NJ0893.The geoid height was determined by GEOID03.
 NJ0893
 NJ0893;                    North         East     Units Scale Factor Converg.
 NJ0893;SPC IA N     - 1,103,450.323 1,733,307.471   MT  0.99995654   +1 55 15.3
 NJ0893;UTM  15      - 4,696,399.563   692,121.906   MT  1.00005416   +1 34 27.8
 NJ0893
 NJ0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0893!SPC IA N     -   0.99994884  x   0.99995654  =   0.99990539
 NJ0893!UTM  15      -   0.99994884  x   1.00005416  =   1.00000300
 NJ0893
 NJ0893:                Primary Azimuth Mark                     Grid Az
 NJ0893:SPC IA N     -  SINSINAWA ST CLAIRS CONVENT              033 26 04.3
 NJ0893:UTM  15      -  SINSINAWA ST CLAIRS CONVENT              033 46 51.8
 NJ0893
 NJ0893|---------------------------------------------------------------------|
 NJ0893| PID    Reference Object                     Distance      Geod. Az  |
 NJ0893|                                                           dddmmss.s |
 NJ0893| NJ0936 SINSINAWA ST CLAIRS CONVENT         APPROX.17.3 KM 0352119.6 |
 NJ0893| NJ0860 CUBA CITY CHURCH SPIRE              APPROX.30.4 KM 0390800.1 |
 NJ0893| NJ0889 ST CATHERINE CH SPIRE               APPROX. 6.2 KM 0795121.3 |
 NJ0893| CI9722 HANTEN RM 1                          16.640 METERS 14912     |
 NJ0893| CI9723 HANTEN RM 2                         270.053 METERS 26634     |
 NJ0893| NJ0952 BALLTOWN ST FRANCIS CATH CH         APPROX.31.5 KM 3280949.4 |
 NJ0893| NJ0954 ST PETER AND ST PAUL CATH CH        APPROX.24.9 KM 3371818.3 |
 NJ0893| NJ0943 CLARK COLLEGE CHAPEL SW SPIRE       APPROX.12.7 KM 3503349.0 |
 NJ0893| NJ0942 CLARK COLLEGE CHAPEL NE SPIRE       APPROX.12.8 KM 3503620.0 |
 NJ0893| NJ0895 DUBUQUE MUNICIPAL STANDPIPE         APPROX.11.5 KM 3513706.0 |
 NJ0893| NJ0941 DUBUQUE VISITATION CONV BELFRY      APPROX.11.6 KM 3543631.5 |
 NJ0893|---------------------------------------------------------------------|
 NJ0893
 NJ0893                          SUPERSEDED SURVEY CONTROL
 NJ0893
 NJ0893  ELLIP H (08/25/97)  326.25   (m)                       GP(       ) 4 1
 NJ0893  NAD 83(1996)-  42 23 46.08509(N)    090 39 56.53792(W) AD(       ) 1
 NJ0893  NAD 83(1986)-  42 23 46.08409(N)    090 39 56.53775(W) AD(       ) 1
 NJ0893  NAD 27      -  42 23 46.05300(N)    090 39 56.08100(W) AD(       ) 1
 NJ0893  NAVD 88 (08/25/97)  358.64   (m)         1176.6    (f) LEVELING    3  
 NJ0893  NGVD 29 (07/19/86)  358.62   (m)         1176.6    (f) LEVELING    3  
 NJ0893
 NJ0893.Superseded values are not recommended for survey control.
 NJ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0893.See file dsdata.txt to determine how the superseded data were derived.
 NJ0893
 NJ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG9212296400(NAD 83)
 NJ0893_MARKER: DS = TRIANGULATION STATION DISK
 NJ0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0893_SP_SET: CONCRETE POST
 NJ0893_STAMPING: HANTEN 1931
 NJ0893_MARK LOGO: CGS   
 NJ0893_PROJECTION: FLUSH
 NJ0893_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NJ0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0893+STABILITY: SURFACE MOTION
 NJ0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0893+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 NJ0893
 NJ0893  HISTORY     - Date     Condition        Report By
 NJ0893  HISTORY     - 1931     MONUMENTED       CGS
 NJ0893  HISTORY     - 1931     GOOD             CGS
 NJ0893  HISTORY     - 1934     GOOD             IAGS
 NJ0893  HISTORY     - 1952     GOOD             CGS
 NJ0893  HISTORY     - 1957     GOOD             CGS
 NJ0893  HISTORY     - 1962     GOOD             CGS
 NJ0893  HISTORY     - 1964     GOOD             USGS
 NJ0893  HISTORY     - 1972     GOOD             NGS
 NJ0893  HISTORY     - 1972     GOOD             LOCENG
 NJ0893  HISTORY     - 19890825 GOOD             NGS
 NJ0893  HISTORY     - 19960815 GOOD             SECI
 NJ0893  HISTORY     - 19960919 GOOD             IADT
 NJ0893  HISTORY     - 19970625 GOOD             NGS
 NJ0893  HISTORY     - 20000103 GOOD             CMT
 NJ0893  HISTORY     - 20030205 GOOD             NGS
 NJ0893
 NJ0893                          STATION DESCRIPTION
 NJ0893
 NJ0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 NJ0893'ABOUT 7 MILES DUE SOUTH OF DUBUQUE, 8 MILES NORTH OF LA MOTTE,
 NJ0893'ON THE HIGH GROUND KNOWN LOCALLY AS HANTEN RIDGE, ON LAND
 NJ0893'OWNED AND OCCUPIED BY GREGORY HANTEN.  MARK IS 7.6 METERS NORTH
 NJ0893'OF THE CENTERLINE OF THE TOWNSHIP ROAD RUNNING EAST-AND-WEST,
 NJ0893'195 METERS EAST OF THE LANE LEADING INTO THE GREGORY HANTEN
 NJ0893'FARM, AND IS AT THE FENCE LINE.
 NJ0893'
 NJ0893'TO REACH FROM DUBUQUE, GO SOUTH ON U.S. HIGHWAY 61 FOR 8.0
 NJ0893'MILES FROM ITS JUNCTION WITH U.S. HIGHWAY 20, AT THIS POINT,
 NJ0893'WHICH IS 7 MILES NORTH OF ZWINGLE, TURN EAST ON THE TOWNSHIP
 NJ0893'ROAD AND GO 1.1 MILES TO STATION SITE.  TO REACH FROM LA MOTTE,
 NJ0893'GO NORTH ON THE OLD DUBUQUE-DAVENPORT ROAD FOR 4.0 MILE FROM
 NJ0893'THE PUBLIC SQUARE, AT THIS POINT THE ROAD FORKS INTO THREE
 NJ0893'ROADS, TAKE THE MIDDLE FORK FOR 4.3 MILES TO A DIRT T-ROAD
 NJ0893'LEADING WEST, GO 0.3 MILE ON THIS LATTER ROAD TO STATION SITE.
 NJ0893'
 NJ0893'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, AND 7.0
 NJ0893'METERS SOUTH OF THE CENTERLINE OF THE TOWNSHIP ROAD.
 NJ0893'
 NJ0893'REFERENCE MARK NO. 2 IS WEST-BY-SOUTH OF THE STATION, 7 METERS
 NJ0893'SOUTH OF THE CENTERLINE OF THE TOWNSHIP ROAD, 75 METERS WEST
 NJ0893'OF THE LANE LEADING INTO THE GREGORY HANTEN FARM, 46 METERS
 NJ0893'EAST-SOUTHEAST OF THE POINT OF TANGENCY OF THE CENTERLINE OF
 NJ0893'THE TOWNSHIP ROAD WHERE IT CURVES FROM WEST TO SOUTHWEST.
 NJ0893'
 NJ0893'HEIGHT OF SIGNAL ABOVE STATION MARK - 16 METERS.
 NJ0893
 NJ0893                          STATION RECOVERY (1931)
 NJ0893
 NJ0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 NJ0893'RECOVERED IN GOOD CONDITION.
 NJ0893
 NJ0893                          STATION RECOVERY (1934)
 NJ0893
 NJ0893'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 NJ0893'STATION AND REFERENCE MARKS IN GOOD CONDITION.  THERE BEING
 NJ0893'NO CHANGE IN OCCUPATION, OLD DESCRIPTION HOLDS GOOD.
 NJ0893
 NJ0893                          STATION RECOVERY (1952)
 NJ0893
 NJ0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWQ)
 NJ0893'DESCRIPTION ADEQUATE.  STATION RECOVERED IN EXCELLENT CONDITION.
 NJ0893
 NJ0893                          STATION RECOVERY (1957)
 NJ0893
 NJ0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 NJ0893'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 NJ0893'AND FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 NJ0893'IS ADEQUATE FOR RECOVERY.
 NJ0893
 NJ0893                          STATION RECOVERY (1962)
 NJ0893
 NJ0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 NJ0893'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 NJ0893'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 1 SHOWS
 NJ0893'EVIDENCE OF BEING HIT BY HEAVY EQUIPMENT BUT APPEARS IN GOOD
 NJ0893'CONDITION.  DESCRIPTION IS ADEQUATE.
 NJ0893
 NJ0893                          STATION RECOVERY (1964)
 NJ0893
 NJ0893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NJ0893'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NJ0893
 NJ0893                          STATION RECOVERY (1972)
 NJ0893
 NJ0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EP)
 NJ0893'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, REFERENCE MARKS
 NJ0893'NOT SEARCHED FOR.
 NJ0893'
 NJ0893'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTH
 NJ0893'OF DUBUQUE
 NJ0893
 NJ0893                          STATION RECOVERY (1972)
 NJ0893
 NJ0893'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (CS)
 NJ0893'STATION RECOVERED BY CONSULTING ENGRS. SURVEYERS.
 NJ0893'
 NJ0893'HANTEN 1931-EXCELLENT
 NJ0893'
 NJ0893'HANTEN NO. 1 1931-EXCELLENT
 NJ0893'
 NJ0893'HANTEN NO. 2 1931-EXCELLENT
 NJ0893
 NJ0893                          STATION RECOVERY (1989)
 NJ0893
 NJ0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NJ0893'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) SOUTH OF DUBUQUE ON THE
 NJ0893'NORTH SIDE OF LAUDEVILLE ROAD ON A CUT BANK.  OWNERSHIP--DEPARTMENT OF
 NJ0893'TRANSPORTATION, 800 LINCOLN WAY, AMES, IA 50010, PHONE (319) 239-1101
 NJ0893'.
 NJ0893'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 61, AT
 NJ0893'THE EAST END OF THE HIGHWAY BRIDGE CROSSING THE MISSISSIPPI RIVER IN
 NJ0893'DUBUQUE, GO SOUTH ON STATE HIGHWAY 61 FOR 10.45 KM (6.50 MI) TO THE
 NJ0893'JUNCTION OF AIRVIEW DRIVE ON THE LEFT, DIRECTLY ACROSS THE HIGHWAY
 NJ0893'FROM THE ENTRANCE ROAD TO THE REGIONAL AIRPORT.  TURN LEFT, EAST, THEN
 NJ0893'SOUTH ON AIRVIEW ROAD FOR 1.45 KM (0.90 MI) TO THE JUNCTION OF
 NJ0893'LAUDEVILLE ROAD ON THE LEFT, A GRAVEL ROAD.  TURN LEFT, EAST, ON
 NJ0893'LAUDEVILLE ROAD FOR 1.8 KM (1.10 MI) TO THE STATION ON THE LEFT.
 NJ0893'THE STATION IS A STANDARD CGS HORIZONTAL STATION MARK DISK 12-INCHES
 NJ0893'ABOVE THE GROUND.  LOCATED ABOUT 0.08 KM (0.05 MI) EAST OF THE
 NJ0893'ENTRANCE DRIVE OF THE HANTEN FARM, 5.1 M (16.7 FT) NORTHEAST AND
 NJ0893'ACROSS THE GRAVEL ROAD FROM HANTEN RM 1, 2.3 M (7.5 FT) NORTH OF THE
 NJ0893'CENTER OF THE GRAVEL ROAD, 1.0 M (3.3 FT) EAST OF A 4 BY 4 WOODEN POST
 NJ0893'SUPPORTING A ROAD SPEED SIGN (35 MPH) AND AN ILLUSTRATED CURVE SIGN,
 NJ0893'0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST AND 0.3 M (1.0 FT)
 NJ0893'EAST OF A FIBERGLASS WITNESS POST.
 NJ0893'DESCRIBED BY M. L. MCCREADY.
 NJ0893
 NJ0893                          STATION RECOVERY (1996)
 NJ0893
 NJ0893'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NJ0893'RECOVERED AS DESCRIBED.
 NJ0893
 NJ0893                          STATION RECOVERY (1996)
 NJ0893
 NJ0893'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 NJ0893'RECOVERED IN 1996 BY IOWA DOT.  LOCATED IN THE SOUTHEAST 1/4 OF
 NJ0893'SECTION 25, T 88 N, R 2 E, ON THE NORTH SIDE OF LAUDVILLE ROAD, PAVED.
 NJ0893'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HWY 61 AND COUNTY ROAD
 NJ0893'Y 35, GO EAST AND THEN NORTH ON COUNTY ROAD Y 35 (AIRVIEW ROAD) FOR
 NJ0893'1.05 MI (1.69 KM) TO A T-INTERSECTION.  TURN RIGHT AND GO EAST AT THE
 NJ0893'T ON LAUDVILLE ROAD FOR 1.15 MI (1.85 KM) TO THE STATION ON THE LEFT,
 NJ0893'JUST BEFORE A POWER LINE CROSSING.  THE MONUMENT IS 0.6 M (2.0 FT)
 NJ0893'SOUTH OF AN ORANGE CARSONITE WITNESS POST, 0.5 M (1.6 FT) EAST OF AN
 NJ0893'ORANGE WITNESS POST, 3.0 M (9.8 FT) EAST OF A 35 MPH CURVE AHEAD SIGN,
 NJ0893'AND 0.7 M (2.3 FT) SOUTH OF A PINK STATE HARN SURVEY SIGN.
 NJ0893
 NJ0893                          STATION RECOVERY (1997)
 NJ0893
 NJ0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NJ0893'RECOVERED AS DESCRIBED.
 NJ0893
 NJ0893                          STATION RECOVERY (2000)
 NJ0893
 NJ0893'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2000 (KWS)
 NJ0893'MONUMENT IS THERE BUT OWNER WOULD NOT ALLOW ACCESS ON PROPERTY.
 NJ0893
 NJ0893                          STATION RECOVERY (2003)
 NJ0893
 NJ0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (VCP)
 NJ0893'REPORT FROM IOWA FBN. AIRVIEW RD, COUNTY RD Y35, NO LONGER INTERSECTS
 NJ0893'WITH US HWY 61. A
 NJ0893'NEW TO-REACH FOLLOWS.
 NJ0893' 
 NJ0893'TO REACH FROM DUBUQUE, WEST END OF THE BRIDGE CARRYING US HWY 20 OVER
 NJ0893'THE MISSISSIPPI
 NJ0893'RIVER,  GO 0.7 MILE SOUTH ON LOCUST ST TO WHERE IT MERGES WITH US HWY
 NJ0893'61. CONTINUE 7.05
 NJ0893'MILES SOUTH ON HWY 61 TO LEFT TURN ON MERLIN LANE. (THIS IS 0.65 MILE
 NJ0893'SOUTH OF THE
 NJ0893'ENTRANCE RD TO DUBUQUE REGIONAL AIRPORT). PROCEED 0.4 MILE EAST ON
 NJ0893'MERLIN RD TO LEFT
 NJ0893'TURN ON AIRVIEW RD. PROCEED 0.25 MILE NORTH ON AIRVIEW RD. TO RIGHT
 NJ0893'TURN ON LAUDEVILLE
 NJ0893'RD. PROCEED 1.2 MILES EAST TO THE STATION ON THE LEFT, 0.1 MILE EAST
 NJ0893'OF THE DRIVEWAY FOR
 NJ0893'THE BUSCH FARM AND 0.1 MILE WEST OF A DRIVEWAY LEADING TO A BUILDING
 NJ0893'AND 4 ANTENNA
 NJ0893'TOWERS.
 NJ0893' 
 NJ0893'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0735 ***********************************************************************
 MJ0735  DESIGNATION -  HANTHORN
 MJ0735  PID         -  MJ0735
 MJ0735  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0735  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0735
 MJ0735                         *CURRENT SURVEY CONTROL
 MJ0735  ___________________________________________________________________
 MJ0735* NAD 83(1996)-  41 20 39.36018(N)    095 53 53.03909(W)     ADJUSTED  
 MJ0735* NAVD 88     -       300.762  (meters)     986.75   (feet)  ADJUSTED  
 MJ0735  ___________________________________________________________________
 MJ0735  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 MJ0735  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 MJ0735  DYNAMIC HT  -         300.633 (meters)     986.33  (feet)  COMP
 MJ0735  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 MJ0735
 MJ0735  HORZ ORDER  -  SECOND
 MJ0735  VERT ORDER  -  SECOND    CLASS 0
 MJ0735
 MJ0735.The horizontal coordinates were established by classical geodetic methods
 MJ0735.and adjusted by the National Geodetic Survey in May 1999..
 MJ0735
 MJ0735.The orthometric height was determined by differential leveling
 MJ0735.and adjusted by the National Geodetic Survey in June 1991..
 MJ0735
 MJ0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0735
 MJ0735.The geoid height was determined by GEOID03.
 MJ0735
 MJ0735.The dynamic height is computed by dividing the NAVD 88
 MJ0735.geopotential number by the normal gravity value computed on the
 MJ0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0735.degrees latitude (g = 980.6199 gals.).
 MJ0735
 MJ0735.The modeled gravity was interpolated from observed gravity values.
 MJ0735
 MJ0735;                    North         East     Units Scale Factor Converg.
 MJ0735;SPC IA S     -   152,045.954   299,326.860   MT  0.99995149   -1 34 46.6
 MJ0735;SPC NE       -   175,891.711   843,070.387   MT  0.99966255   +2 43 06.0
 MJ0735;UTM  15      - 4,581,027.769   257,527.436   MT  1.00032361   -1 54 55.2
 MJ0735
 MJ0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0735!SPC IA S     -   0.99995721  x   0.99995149  =   0.99990870
 MJ0735!SPC NE       -   0.99995721  x   0.99966255  =   0.99961978
 MJ0735!UTM  15      -   0.99995721  x   1.00032361  =   1.00028081
 MJ0735
 MJ0735:                Primary Azimuth Mark                     Grid Az
 MJ0735:SPC IA S     -  OMAHA PACIFIC ELEV CO WATER TK           211 36 30.4
 MJ0735:SPC NE       -  OMAHA PACIFIC ELEV CO WATER TK           207 18 37.8
 MJ0735:UTM  15      -  OMAHA PACIFIC ELEV CO WATER TK           211 56 39.0
 MJ0735
 MJ0735|---------------------------------------------------------------------|
 MJ0735| PID    Reference Object                     Distance      Geod. Az  |
 MJ0735|                                                           dddmmss.s |
 MJ0735| MJ1279 OMAHA PACIFIC ELEV CO WATER TK      APPROX. 6.4 KM 2100143.8 |
 MJ0735| MJ0736 HANTHORN RM 1                        24.850 METERS 24843     |
 MJ0735| MJ0738 HANTHORN AZ MK                                     2674318.2 |
 MJ0735| MJ0737 HANTHORN RM 2                        36.341 METERS 31829     |
 MJ0735|---------------------------------------------------------------------|
 MJ0735
 MJ0735                          SUPERSEDED SURVEY CONTROL
 MJ0735
 MJ0735  NAD 83(1996)-  41 20 39.36018(N)    095 53 53.03902(W) AD(       ) 2
 MJ0735  NAD 83(1986)-  41 20 39.36812(N)    095 53 53.04021(W) AD(       ) 2
 MJ0735  NAD 27      -  41 20 39.37800(N)    095 53 51.99600(W) AD(       ) 2
 MJ0735  NGVD 29 (??/??/92)  300.636  (m)          986.34   (f) ADJ UNCH    2 0
 MJ0735
 MJ0735.Superseded values are not recommended for survey control.
 MJ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0735.See file dsdata.txt to determine how the superseded data were derived.
 MJ0735
 MJ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5752781028(NAD 83)
 MJ0735_MARKER: DS = TRIANGULATION STATION DISK
 MJ0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0735_STAMPING: HANTHORN 1947
 MJ0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0735+STABILITY: SURFACE MOTION
 MJ0735
 MJ0735  HISTORY     - Date     Condition        Report By
 MJ0735  HISTORY     - 1947     MONUMENTED       CGS
 MJ0735  HISTORY     - 1948     GOOD             NGS
 MJ0735  HISTORY     - 1961     GOOD             CGS
 MJ0735
 MJ0735                          STATION DESCRIPTION
 MJ0735
 MJ0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ0735'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF CRESCENT ON THE
 MJ0735'GROUNDS OF THE HANTHORN RURAL SCHOOL.  STATION IS 51 FEET SOUTH
 MJ0735'SOUTHEAST OF SCHOOLHOUSE DOOR, 33 FEET NORTH NORTHEAST OF WITNESS
 MJ0735'POST, AND 34 FEET NORTHWEST OF BOARD FENCECORNER.  THE MARK
 MJ0735'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED HANTHORN 1947.
 MJ0735'
 MJ0735'REFERENCE MARK NO. 1 IS 81.53 FEET WEST SOUTHWEST OF STATION.
 MJ0735'53 FEET NORTH OF THE APPROXIMATE CENTERLINE OF DIRT ROAD.  2
 MJ0735'FEET NORTH OF POWER POLE AND 1 FOOT EAST OF BOARD FENCE.  THE
 MJ0735'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HANTHORN NO
 MJ0735'1 1947.
 MJ0735'
 MJ0735'REFERENCE MARK NO. 2 IS 119.23 FEET NORTHWEST OF STATION AND 1
 MJ0735'FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 MJ0735'DISK IS STAMPED HANTHORN NO 2 1947.
 MJ0735'
 MJ0735'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE WEST OF STATION, 29 FEET
 MJ0735'NORTH OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, 3 FEET EAST OF
 MJ0735'WITNESS POST, 2 FEET EAST OF POWER POLE AND 1.5 FEET SOUTHEAST
 MJ0735'OF FENCECORNER.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 MJ0735'STAMPED HANTHORN 1947.
 MJ0735'
 MJ0735'TO REACH STATION FROM THE POST OFFICE IN CRESCENT GO WEST ON DIRT
 MJ0735'ROAD AND CONTINUE ON MAIN ROAD FOR 1.4 MILES TO A T INTERSECTION
 MJ0735'JUST AFTER CROSSING RAILROAD.  TURN LEFT AND GO SOUTH ALONG
 MJ0735'RAILROAD FOR 0.95 MILE TO A T ROAD RIGHT JUST BEFORE REACHING
 MJ0735'WOODEN BRIDGE.  TURN RIGHT AND GO 0.75 MILE TO SCHOOL ON RIGHT
 MJ0735'AND STATION SITE AS DESCRIBED.  TO REACH AZIMUTH CONTINUE WEST
 MJ0735'ON MAIN ROAD FOR APPROXIMATELY 0.2 MILE TO AZIMUTH ON RIGHT
 MJ0735'SIDE OF ROAD AS DESCRIBED.
 MJ0735'
 MJ0735'OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 MJ0735'
 MJ0735'A 64 FOOT TOWER AT DIOCESE NO 2 CAN BE SEEN AT 70 FEET.
 MJ0735'
 MJ0735'A 90 FOOT TOWER AT FLORENCE CAN BE SEEN AT 80 FEET.
 MJ0735'
 MJ0735'A 77 FOOT TOWER AT PON CAN BE SEEN AT 75 FEET.
 MJ0735'
 MJ0735'A 90 FOOT TOWER AT FROST CAN BE SEEN AT 85 FEET.
 MJ0735'
 MJ0735'A 4 FOOT STAND AT 311 (MORC) CAN BE SEEN AT 50 FEET.
 MJ0735'
 MJ0735'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 MJ0735
 MJ0735                          STATION RECOVERY (1948)
 MJ0735
 MJ0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0735'4.8 MI SW FROM CRESCENT.
 MJ0735'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0735'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 0.5
 MJ0735'MILE SOUTH ALONG A DIRT ROAD, THENCE 1.4 MILES WEST ALONG A DIRT
 MJ0735'ROAD, THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE
 MJ0735'EAST ALONG A DIRT ROAD, IN THE HANTHORN RURAL SCHOOL YARD, 49.5
 MJ0735'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 MJ0735'35.0 FEET NORTH-NORTHWEST OF THE SOUTHEAST CORNER FENCE POST OF THE
 MJ0735'SCHOOL YARD, 19.6 FEET WEST OF THE EAST BOARD FENCE OF THE YARD,
 MJ0735'SET IN TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 MJ0735
 MJ0735                          STATION RECOVERY (1961)
 MJ0735
 MJ0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MJ0735'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 MJ0735'CONDITION.  THE SCHOOL BUILDING MENTIONED IN THE DESCRIPTION IS NOW
 MJ0735'ABANDONED AND IS BEING USED FOR STORING GRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0738 ***********************************************************************
 MJ0738  DESIGNATION -  HANTHORN AZ MK
 MJ0738  PID         -  MJ0738
 MJ0738  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0738  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0738
 MJ0738                         *CURRENT SURVEY CONTROL
 MJ0738  ___________________________________________________________________
 MJ0738* NAD 83(1986)-  41 20 38.     (N)    095 54 12.     (W)     SCALED    
 MJ0738* NAVD 88     -       299.875  (meters)     983.84   (feet)  ADJUSTED  
 MJ0738  ___________________________________________________________________
 MJ0738  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 MJ0738  DYNAMIC HT  -         299.746 (meters)     983.42  (feet)  COMP
 MJ0738  MODELED GRAV-     980,186.9   (mgal)                       NAVD 88
 MJ0738
 MJ0738  VERT ORDER  -  SECOND    CLASS 0
 MJ0738
 MJ0738.The horizontal coordinates were scaled from a topographic map and have
 MJ0738.an estimated accuracy of +/- 6 seconds.
 MJ0738
 MJ0738.The orthometric height was determined by differential leveling
 MJ0738.and adjusted by the National Geodetic Survey in June 1991..
 MJ0738
 MJ0738.The geoid height was determined by GEOID03.
 MJ0738
 MJ0738.The dynamic height is computed by dividing the NAVD 88
 MJ0738.geopotential number by the normal gravity value computed on the
 MJ0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0738.degrees latitude (g = 980.6199 gals.).
 MJ0738
 MJ0738.The modeled gravity was interpolated from observed gravity values.
 MJ0738
 MJ0738;                    North         East    Units  Estimated Accuracy
 MJ0738;SPC IA S     -   152,020.      298,890.      MT  (+/- 180 meters Scaled)
 MJ0738
 MJ0738                          SUPERSEDED SURVEY CONTROL
 MJ0738
 MJ0738  NGVD 29 (??/??/92)  299.749  (m)          983.43   (f) ADJ UNCH    2 0
 MJ0738
 MJ0738.Superseded values are not recommended for survey control.
 MJ0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0738.See file dsdata.txt to determine how the superseded data were derived.
 MJ0738
 MJ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF570810(NAD 83)
 MJ0738_MARKER: DZ = AZIMUTH MARK DISK
 MJ0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0738_STAMPING: HANTHORN 1947
 MJ0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0738+STABILITY: SURFACE MOTION
 MJ0738
 MJ0738  HISTORY     - Date     Condition        Report By
 MJ0738  HISTORY     - 1947     MONUMENTED       CGS
 MJ0738  HISTORY     - 1948     GOOD             NGS
 MJ0738
 MJ0738                          STATION DESCRIPTION
 MJ0738
 MJ0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0738'4.5 MI SW FROM CRESCENT.
 MJ0738'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0738'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 0.5
 MJ0738'MILE SOUTH ALONG A DIRT ROAD, THENCE 1.4 MILES WEST ALONG A DIRT
 MJ0738'ROAD, THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.2 MILE
 MJ0738'EAST ALONG A DIRT ROAD, 0.3 MILE WEST OF THE HANTHORN RURAL
 MJ0738'SCHOOL, 31.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 MJ0738'EAST OF A POWER LINE POLE, 1.6 FEET SOUTHEAST OF A CORNER FENCE
 MJ0738'POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 MJ0738'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0736 ***********************************************************************
 MJ0736  DESIGNATION -  HANTHORN RM 1
 MJ0736  PID         -  MJ0736
 MJ0736  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0736  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0736
 MJ0736                         *CURRENT SURVEY CONTROL
 MJ0736  ___________________________________________________________________
 MJ0736* NAD 83(1986)-  41 20 39.     (N)    095 53 52.     (W)     SCALED    
 MJ0736* NAVD 88     -       300.790  (meters)     986.84   (feet)  ADJUSTED  
 MJ0736  ___________________________________________________________________
 MJ0736  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 MJ0736  DYNAMIC HT  -         300.661 (meters)     986.42  (feet)  COMP
 MJ0736  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 MJ0736
 MJ0736  VERT ORDER  -  SECOND    CLASS 0
 MJ0736
 MJ0736.The horizontal coordinates were scaled from a topographic map and have
 MJ0736.an estimated accuracy of +/- 6 seconds.
 MJ0736
 MJ0736.The orthometric height was determined by differential leveling
 MJ0736.and adjusted by the National Geodetic Survey in June 1991..
 MJ0736
 MJ0736.The geoid height was determined by GEOID03.
 MJ0736
 MJ0736.The dynamic height is computed by dividing the NAVD 88
 MJ0736.geopotential number by the normal gravity value computed on the
 MJ0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0736.degrees latitude (g = 980.6199 gals.).
 MJ0736
 MJ0736.The modeled gravity was interpolated from observed gravity values.
 MJ0736
 MJ0736;                    North         East    Units  Estimated Accuracy
 MJ0736;SPC IA S     -   152,030.      299,350.      MT  (+/- 180 meters Scaled)
 MJ0736
 MJ0736                          SUPERSEDED SURVEY CONTROL
 MJ0736
 MJ0736  NGVD 29 (??/??/92)  300.664  (m)          986.43   (f) ADJ UNCH    2 0
 MJ0736
 MJ0736.Superseded values are not recommended for survey control.
 MJ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0736.See file dsdata.txt to determine how the superseded data were derived.
 MJ0736
 MJ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF575810(NAD 83)
 MJ0736_MARKER: DR = REFERENCE MARK DISK
 MJ0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0736_STAMPING: HANTHORN NO 1 1947
 MJ0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0736+STABILITY: SURFACE MOTION
 MJ0736
 MJ0736  HISTORY     - Date     Condition        Report By
 MJ0736  HISTORY     - 1947     MONUMENTED       CGS
 MJ0736  HISTORY     - 1948     GOOD             NGS
 MJ0736
 MJ0736                          STATION DESCRIPTION
 MJ0736
 MJ0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0736'4.8 MI SW FROM CRESCENT.
 MJ0736'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0736'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 0.5
 MJ0736'MILE SOUTH ALONG A DIRT ROAD, THENCE 1.4 MILES WEST ALONG A DIRT
 MJ0736'ROAD, THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE
 MJ0736'EAST ALONG A DIRT ROAD, IN THE HANTHORN RURAL SCHOOL YARD, 81.6
 MJ0736'FEET SOUTHWEST OF THE TRIANGULATION STATION HANTHORN, 99.7 FEET
 MJ0736'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING,
 MJ0736'52.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.3 FEET NORTH OF
 MJ0736'A POWER LINE POLE, 1.0 FOOT EAST OF A FENCE, SET IN TOP OF A
 MJ0736'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0737 ***********************************************************************
 MJ0737  DESIGNATION -  HANTHORN RM 2
 MJ0737  PID         -  MJ0737
 MJ0737  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0737  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0737
 MJ0737                         *CURRENT SURVEY CONTROL
 MJ0737  ___________________________________________________________________
 MJ0737* NAD 83(1986)-  41 20 39.     (N)    095 53 52.     (W)     SCALED    
 MJ0737* NAVD 88     -       300.822  (meters)     986.95   (feet)  ADJUSTED  
 MJ0737  ___________________________________________________________________
 MJ0737  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 MJ0737  DYNAMIC HT  -         300.694 (meters)     986.53  (feet)  COMP
 MJ0737  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 MJ0737
 MJ0737  VERT ORDER  -  SECOND    CLASS 0
 MJ0737
 MJ0737.The horizontal coordinates were scaled from a topographic map and have
 MJ0737.an estimated accuracy of +/- 6 seconds.
 MJ0737
 MJ0737.The orthometric height was determined by differential leveling
 MJ0737.and adjusted by the National Geodetic Survey in June 1991..
 MJ0737
 MJ0737.The geoid height was determined by GEOID03.
 MJ0737
 MJ0737.The dynamic height is computed by dividing the NAVD 88
 MJ0737.geopotential number by the normal gravity value computed on the
 MJ0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0737.degrees latitude (g = 980.6199 gals.).
 MJ0737
 MJ0737.The modeled gravity was interpolated from observed gravity values.
 MJ0737
 MJ0737;                    North         East    Units  Estimated Accuracy
 MJ0737;SPC IA S     -   152,030.      299,350.      MT  (+/- 180 meters Scaled)
 MJ0737
 MJ0737                          SUPERSEDED SURVEY CONTROL
 MJ0737
 MJ0737  NGVD 29 (??/??/92)  300.696  (m)          986.53   (f) ADJ UNCH    2 0
 MJ0737
 MJ0737.Superseded values are not recommended for survey control.
 MJ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0737.See file dsdata.txt to determine how the superseded data were derived.
 MJ0737
 MJ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF575810(NAD 83)
 MJ0737_MARKER: DR = REFERENCE MARK DISK
 MJ0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0737_STAMPING: HANTHORN NO 2 1947
 MJ0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0737+STABILITY: SURFACE MOTION
 MJ0737
 MJ0737  HISTORY     - Date     Condition        Report By
 MJ0737  HISTORY     - 1947     MONUMENTED       CGS
 MJ0737  HISTORY     - 1948     GOOD             NGS
 MJ0737
 MJ0737                          STATION DESCRIPTION
 MJ0737
 MJ0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0737'4.8 MI SW FROM CRESCENT.
 MJ0737'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0737'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 0.5
 MJ0737'MILE SOUTH ALONG A DIRT ROAD, THENCE 1.4 MILES WEST ALONG A DIRT
 MJ0737'ROAD, THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE
 MJ0737'EAST ALONG A DIRT ROAD, IN THE HANTHORN RURAL SCHOOL YARD, 119.2
 MJ0737'FEET NORTHWEST OF THE TRIANGULATION STATION HANTHORN, 74.2 FEET
 MJ0737'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 1.0
 MJ0737'FOOT EAST OF A FENCE, SET IN TOP OF A CONCRETE POST PROJECTING
 MJ0737'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0712 ***********************************************************************
 NL0712  DESIGNATION -  HARDY
 NL0712  PID         -  NL0712
 NL0712  STATE/COUNTY-  IA/HUMBOLDT
 NL0712  USGS QUAD   -  HARDY (1972)
 NL0712
 NL0712                         *CURRENT SURVEY CONTROL
 NL0712  ___________________________________________________________________
 NL0712* NAD 83(1996)-  42 49 48.55394(N)    094 05 23.95480(W)     ADJUSTED  
 NL0712* NAVD 88     -       357.53   (+/-2cm)    1173.0    (feet)  VERTCON   
 NL0712  ___________________________________________________________________
 NL0712  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 NL0712  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 NL0712
 NL0712  HORZ ORDER  -  FIRST
 NL0712  VERT ORDER  -  THIRD ? (See Below)
 NL0712
 NL0712.The horizontal coordinates were established by classical geodetic methods
 NL0712.and adjusted by the National Geodetic Survey in May 1999..
 NL0712
 NL0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0712.The vertical order pertains to the NGVD 29 superseded value.
 NL0712
 NL0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0712
 NL0712.The geoid height was determined by GEOID03.
 NL0712
 NL0712;                    North         East     Units Scale Factor Converg.
 NL0712;SPC IA N     - 1,147,918.009 1,451,762.390   MT  0.99994938   -0 23 59.5
 NL0712;UTM  15      - 4,742,530.074   410,912.188   MT  0.99969764   -0 44 27.8
 NL0712
 NL0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0712!SPC IA N     -   0.99994851  x   0.99994938  =   0.99989789
 NL0712!UTM  15      -   0.99994851  x   0.99969764  =   0.99964616
 NL0712
 NL0712|---------------------------------------------------------------------|
 NL0712| PID    Reference Object                     Distance      Geod. Az  |
 NL0712|                                                           dddmmss.s |
 NL0712| CI6495 HARDY RM 1                           28.052 METERS 00037     |
 NL0712| NL0705 LUVERNE MUNICIPAL TANK              APPROX. 8.6 KM 0024754.4 |
 NL0712| NK0749 RENWICK MUNICIPAL TANK              APPROX. 9.2 KM 0910631.3 |
 NL0712| NK0742 GOLDFIELD MUNICIPAL TANK            APPROX.17.4 KM 1272708.5 |
 NL0712| NK0741 GOLDFIELD PUBLIC SCHOOL CUPOLA      APPROX.17.6 KM 1274335.2 |
 NL0712| NL0733 DAKOTA CITY WATER TANK              APPROX.15.2 KM 2170055.7 |
 NL0712| CI6496 HARDY RM 2                           24.978 METERS 22101     |
 NL0712| CI6497 HARDY RM 2 RESET                     29.972 METERS 22102     |
 NL0712| NL0713 HARDY AZ MK RESET                   APPROX. 1.0 KM 2494417.0 |
 NL0712| CI6494 HARDY AZ MK                                        2495042.2 |
 NL0712| NL0745 BODE LUTHERAN CHURCH SPIRE          APPROX.16.5 KM 2840131.9 |
 NL0712| NL0744 BODE MUNICIPAL TANK                 APPROX.16.9 KM 2840209.4 |
 NL0712| NL0714 LIVERMORE MUNICIPAL TANK            APPROX. 8.8 KM 2982929.7 |
 NL0712|---------------------------------------------------------------------|
 NL0712
 NL0712                          SUPERSEDED SURVEY CONTROL
 NL0712
 NL0712  NAD 83(1996)-  42 49 48.55372(N)    094 05 23.95441(W) AD(       ) 1
 NL0712  NAD 83(1986)-  42 49 48.54614(N)    094 05 23.94494(W) AD(       ) 1
 NL0712  NAD 27      -  42 49 48.64600(N)    094 05 23.10400(W) AD(       ) 1
 NL0712  NGVD 29 (07/19/86)  357.47   (m)         1172.8    (f) LEVELING    3  
 NL0712
 NL0712.Superseded values are not recommended for survey control.
 NL0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0712.See file dsdata.txt to determine how the superseded data were derived.
 NL0712
 NL0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH1091242530(NAD 83)
 NL0712_MARKER: DS = TRIANGULATION STATION DISK
 NL0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0712_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0712
 NL0712  HISTORY     - Date     Condition        Report By
 NL0712  HISTORY     - 1938     MONUMENTED       CGS
 NL0712  HISTORY     - 1942     SEE DESCRIPTION  IOWAGS
 NL0712  HISTORY     - 1971     GOOD             NGS
 NL0712  HISTORY     - 1972     GOOD             USGS
 NL0712  HISTORY     - 1978     SEE DESCRIPTION  NGS
 NL0712
 NL0712                          STATION DESCRIPTION
 NL0712
 NL0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0712'STATION IS LOCATED ABOUT 6 MILES W OF RENWICK, 10 MILES NE
 NL0712'OF HUMBOLDT AND 5 MILES S OF LUVERNE, IN THE NW 1/4 OF SEC.
 NL0712'31, T 93 N, R 27 W.  MARK PROJECTS 8 INCHES, SET
 NL0712'1 FOOT W OF N-S FENCE LINE, 29 FEET E OF CENTER LINE OF
 NL0712'GRAVELED ROAD, 0.2 MILE N OF SIDE ROAD W, AND FARMHOUSE
 NL0712'IN NW CORNER OF HIGHEST POINT ALONG ROAD.
 NL0712'
 NL0712'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NL0712'BRONZE DISKS SET IN CONCRETE.
 NL0712'
 NL0712'REACHED FROM POST OFFICE IN HUMBOLDT BY GOING E ON IOWA 10,
 NL0712'PAVED, FOR 6.25 MILES TO CROSS ROAD, THENCE N ON GRAVELED
 NL0712'ROAD, 6.2 MILES TO STATION ON E SIDE OF ROAD.
 NL0712'
 NL0712'REFERENCE MARK NO. 1 IS N OF STATION IN N-S FENCE LINE 30
 NL0712'FEET E OF CENTER LINE OF N-S ROAD. PROJECTS 8
 NL0712'INCHES.  DISTANCE = 92.06 FEET.  REFERENCE MARK NO. 2 IS SW
 NL0712'OF STATION ACROSS GRAVELED ROAD, IN N-S FENCE LINE, 30 FEET
 NL0712'W OF CENTER LINE OF ROAD. PROJECTS 8 INCHES.  DISTANCE
 NL0712'= 81.95 FEET.
 NL0712'
 NL0712'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SW OF STATION.  FROM
 NL0712'STATION GO S ON GRAVELED ROAD 0.2 MILE TO SIDE ROAD W, THENCE
 NL0712'W 0.55 MILE TO MARK ON S SIDE OF ROAD, SET IN E-W FENCE LINE,
 NL0712'30 FEET S OF CENTER LINE OF ROAD, PROJECTS 10 INCHES.
 NL0712'
 NL0712'A 90-FOOT TOWER AT BODE, VISIBLE FROM GROUND, 37-FOOT TOWER
 NL0712'NEEDED TO SEE 90-FOOT TOWER AT RUTLAND AND 77-FOOT TOWER
 NL0712'AT HUMBOTA, 77-FOOT TOWER NEEDED TO SEE 90-FOOT TOWER AT
 NL0712'THOR, 90-FOOT TOWER AT EAGLE VISIBLE FROM GROUND, 77-FOOT
 NL0712'TOWER NEEDED TO SEE 90-FOOT TOWER AT PASKIN.
 NL0712'
 NL0712'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NL0712
 NL0712                          STATION RECOVERY (1942)
 NL0712
 NL0712'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1942
 NL0712'THIS MONUMENT WAS MOVED BECAUSE OF ROAD CONSTRUCTION.
 NL0712'
 NL0712'REFERENCE MARKER NO. 2 WAS RELOCATED ON PROLONGATION OF LINE
 NL0712'OF TRIANGULATION STATION HARDY THROUGH REFERENCE MARKER
 NL0712'NO. 2.
 NL0712'
 NL0712'MONUMENT WAS REPLACED WITH THE ARROW ON THE DISC POINTED
 NL0712'TOWARDS THE TRIANGULATION STATION.
 NL0712'
 NL0712'THE ANGLE OF THE INSTRUMENT OVER THE TRIANGULATION STATION
 NL0712'BACKSIGHT REFERENCE NO. 1 AND FORESIGHT TO RESET MARKER NO.
 NL0712'2 CLOCKWISE IS 220 DEG 25 MIN.
 NL0712'
 NL0712'HORIZONTAL DISTANCE MEASURED FROM THE TRIANGULATION STATION
 NL0712'TO THE RESET R.M. NO. 2 IS 98.34 FEET.
 NL0712'
 NL0712'REFERENCE MARK HAS BEEN STAMPED RESET 1942.
 NL0712
 NL0712                          STATION RECOVERY (1971)
 NL0712
 NL0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0712'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 NL0712'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 NL0712'DISTANCE AND DIRECTION TO REFERENCE MARKS 1 AND 2 CHECKED
 NL0712'THE 1938 AND 1942 DATA.  REFERENCE MARK 2 WAS FOUND TO BE
 NL0712'LEANING TO THE WEST.  NO DIRECTION WAS TAKEN TO THE AZIMUTH
 NL0712'MARK AT THIS TIME DUE TO CORN ON LINE.  FOLLOWING IS A NEW
 NL0712'AND COMPLETE DESCRIPTION.
 NL0712'
 NL0712'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF HUMBOLDT,
 NL0712'5 MILES SOUTH OF LU VERNE, 2 MILES NORTHWEST OF HARDY IN
 NL0712'THE NW 1/4 OF SEC. 31, T. 93 N., R. 27 W. AND ON ROAD RIGHT-OF-WAY.
 NL0712'
 NL0712'TO REACH THE STATION FROM THE POST OFFICE IN LU VERNE, GO
 NL0712'EAST ON A PAVED ROAD FOR 1.7 MILES TO A CROSSROAD.  TURN
 NL0712'RIGHT AND GO SOUTH ON A PAVED ROAD FOR 5 MILES TO A CROSSROAD.
 NL0712'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 2 MILES TO
 NL0712'A PLACE WHERE THE ROAD TURNS SHARP LEFT.  TURN LEFT AND
 NL0712'GO SOUTH ON A GRAVELED ROAD FOR 0.25 MILE TO THE STATION
 NL0712'ON THE LEFT.
 NL0712'
 NL0712'STATION MARKS ARE STANDARD DISKS STAMPED HARDY 1938.  THE
 NL0712'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 NL0712'MONUMENT THAT PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.
 NL0712'IT IS 97 FEET SOUTH OF A POWER POLE, 32 FEET EAST OF THE
 NL0712'CENTER OF A GRAVELED ROAD AND 1 FOOT WEST OF A WIRE FENCE.
 NL0712'THE 1938 DATA STATES THAT THE UNDERGROUND DISK IS SET
 NL0712'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE.
 NL0712'
 NL0712'REFERENCE MARK 1, A STANDARD DISK STAMPED HARDY NO 1 1938,
 NL0712'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 NL0712'THAT PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS
 NL0712'31.5 FEET EAST OF THE CENTER OF THE ROAD, 5 FEET SOUTH OF
 NL0712'THE POWER POLE AND 1 FOOT WEST OF THE WIRE FENCE.
 NL0712'
 NL0712'REFERENCE MARK 2, A STANDARD DISK STAMPED HARDY NO 2 1938
 NL0712'RESET 42, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 NL0712'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 33
 NL0712'FEET WEST OF THE CENTER OF THE ROAD AND 3 FEET SOUTH OF AN
 NL0712'UNDERGROUND CABLE JUNCTION BOX.
 NL0712'
 NL0712'THE AZIMUTH MARK, A STANDARD DISK STAMPED HARDY 1938, IS
 NL0712'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NL0712'PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 81 FEET
 NL0712'SOUTH-SOUTHEAST OF A POWER POLE, 39 FEET SOUTH OF THE CENTER
 NL0712'OF A GRAVELED ROAD AND 1 FOOT NORTH OF A WIRE FENCE.
 NL0712'
 NL0712'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 NL0712'GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN
 NL0712'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.6 MILE TO THE
 NL0712'AZIMUTH MARK ON THE LEFT.
 NL0712
 NL0712                          STATION RECOVERY (1972)
 NL0712
 NL0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NL0712'ALL MARKS FOUND IN GOOD CONDITION EXCEPT R.M. 2 IS DISTURBED.
 NL0712'DISTANCES AND DIRECTIONS CHECKED.  DESCRIPTION ADEQUATE.
 NL0712
 NL0712                          STATION RECOVERY (1978)
 NL0712
 NL0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NL0712'SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 NL0712'GOOD CONDITION.  AZIMUTH MARK WAS FOUND TO BE LOOSE WITH PART OF THE
 NL0712'DIRT DUG AWAY FROM TWO SIDES.  THE MARK WAS REINFORCED BY POURING
 NL0712'CONCRETE AROUND THE BASE OF THE MARK WHERE THE DIRT WAS MISSING.  THE
 NL0712'DISTANCES TO REFERENCE MARKS 1 AND 2 WERE 0.005 METER SHORTER AND
 NL0712'0.002 METER LONGER RESPECTIVELY THAN 1971 DATA.  THE DISTANCE BETWEEN
 NL0712'THE REFERENCE MARKS WAS 0.003 METER SHORTER THAN 1971 DATA.  THE
 NL0712'DIRECTION FROM THE LUVERNE MUN TANK TO REFERENCE MARK 1 WAS 31 SECONDS
 NL0712'LARGER AND TO REFERENCE MARK 2 WAS 1 MINUTE, 2 SECONDS LARGER THAN
 NL0712'1971 DATA.  AZIMUTH MARK WAS NOT OBSERVED UPON IN 1971.  THE DIRECTION
 NL0712'FROM THE AZIMUTH MARK TO THE LIVERMORE MUN TANK AND THE LUVERNE MUN
 NL0712'TANK DIFFERED FROM THE 1938 DATA BY 6 MINUTES, 29.1 SECONDS AND 6
 NL0712'MINUTES, 21.9 SECONDS RESPECTIVELY WHILE THE ANGLE BETWEEN THE TWO
 NL0712'TANKS DIFFERED BY 7.2 SECONDS LARGER THAN 1938 DATA INDICATING THE
 NL0712'AZIMUTH MARK HAS MOVED.  ALL 1971 MEASUREMENTS TO REFERENCE OBJECTS
 NL0712'WERE VERIFIED.
 NL0712'
 NL0712'THE 1971 ROUTING AND DESCRIPTION IS ENTIRELY ADEQUATE.
 NL0712'
 NL0712'WITNESS POSTS WERE SET 2 FEET SOUTH OF THE STATION, 1 FOOT SOUTH OF
 NL0712'REFERENCE MARK 1, 1 FOOT SOUTH OF REFERENCE MARK 2 AND 2 FEET EAST OF
 NL0712'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0594 ***********************************************************************
 LE0594  DESIGNATION -  HARKEN
 LE0594  PID         -  LE0594
 LE0594  STATE/COUNTY-  IA/CLARKE
 LE0594  USGS QUAD   -  LACELLE (1981)
 LE0594
 LE0594                         *CURRENT SURVEY CONTROL
 LE0594  ___________________________________________________________________
 LE0594* NAD 83(1996)-  40 58 51.78265(N)    093 51 55.00505(W)     ADJUSTED  
 LE0594* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 LE0594  ___________________________________________________________________
 LE0594  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 LE0594  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 LE0594
 LE0594  HORZ ORDER  -  SECOND
 LE0594
 LE0594.The horizontal coordinates were established by classical geodetic methods
 LE0594.and adjusted by the National Geodetic Survey in May 1999..
 LE0594
 LE0594.The orthometric height was scaled from a topographic map.
 LE0594
 LE0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0594
 LE0594.The geoid height was determined by GEOID03.
 LE0594
 LE0594;                    North         East     Units Scale Factor Converg.
 LE0594;SPC IA S     -   109,008.418   469,259.821   MT  0.99995569   -0 14 26.2
 LE0594;UTM  15      - 4,537,014.001   427,207.466   MT  0.99966521   -0 34 02.9
 LE0594
 LE0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0594!SPC IA S     -   0.99994872  x   0.99995569  =   0.99990441
 LE0594!UTM  15      -   0.99994872  x   0.99966521  =   0.99961395
 LE0594
 LE0594:                Primary Azimuth Mark                     Grid Az
 LE0594:SPC IA S     -  HARKEN AZ MK                             004 17 48.2
 LE0594:UTM  15      -  HARKEN AZ MK                             004 37 24.9
 LE0594
 LE0594|---------------------------------------------------------------------|
 LE0594| PID    Reference Object                     Distance      Geod. Az  |
 LE0594|                                                           dddmmss.s |
 LE0594| CL8676 HARKEN AZ MK                                       0040322.0 |
 LE0594| CL8677 HARKEN RM 1                          22.453 METERS 08445     |
 LE0594| CL8678 HARKEN RM 2                          23.916 METERS 17936     |
 LE0594|---------------------------------------------------------------------|
 LE0594
 LE0594                          SUPERSEDED SURVEY CONTROL
 LE0594
 LE0594  NAD 83(1986)-  40 58 51.78368(N)    093 51 55.01674(W) AD(       ) 2
 LE0594  NAD 27      -  40 58 51.79780(N)    093 51 54.21980(W) AD(       ) 2
 LE0594
 LE0594.Superseded values are not recommended for survey control.
 LE0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0594.See file dsdata.txt to determine how the superseded data were derived.
 LE0594
 LE0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF2720737014(NAD 83)
 LE0594_MARKER: DS = TRIANGULATION STATION DISK
 LE0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0594
 LE0594  HISTORY     - Date     Condition        Report By
 LE0594  HISTORY     - 1958     MONUMENTED       CGS
 LE0594
 LE0594                          STATION DESCRIPTION
 LE0594
 LE0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LE0594'THE STATION IS ABOUT 5-1/2 MILES WEST AND 3 MILES SOUTH OF
 LE0594'OSCEOLA, ABOUT 2 MILES NORTH OF THE VILLAGE OF LACELLE AND IS ON
 LE0594'THE ROAD RIGHT-OF-WAY.  IT IS 395 FEET NORTHEAST OF THE NORTHEAST
 LE0594'CORNER OF A FRAME BARN, 132 FEET SOUTH OF A POWER POLE, 38 FEET
 LE0594'WEST OF THE CENTERLINE OF A GRAVELED ROAD, 6 FEET SOTHEAST OF A
 LE0594'WHITE WITNESS POST AND 2.5 FEET EAST OF A WIRE FENCE.  THE
 LE0594'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED HARKEN 1958.
 LE0594'
 LE0594'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 LE0594'IN OSCEOLA, GO SOUTH ON U.S. HIGHWAY 69 FOR 0.2 MILE TO A
 LE0594'CROSSROAD.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 34 FOR 5.25
 LE0594'MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD
 LE0594'FOR 2.9 MILES TO A CROSSROAD AND THE AZIMUTH MARK ON THE LEFT IN
 LE0594'THE SOUTHEAST ANGLE OF THE CROSSROAD.  CONTINUE SOUTH ON THE
 LE0594'GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 LE0594'
 LE0594'REFERENCE MARK 1 IS 54 FEET SOUTH OF A TELEPHONE POLE, 37 FEET
 LE0594'EAST OF THE CENTERLINE OF A GRAVELED ROAD AND 2 FEET WEST OF A
 LE0594'WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 LE0594'STAMPED HARKEN NO 1 1958.
 LE0594'
 LE0594'REFERENCE MARK 2 IS 112 FEET NORTH OF A POWER POLE, 39 FEET WEST
 LE0594'OF THE CENTERLINE OF THE GRAVELED ROAD AND 2.5 FEET EAST OF A WIRE
 LE0594'FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LE0594'HARKEN NO 2 1958.
 LE0594'
 LE0594'THE AZIMUTH MARK IS 61 FEET NORTH-NORTHWEST OF THE NORTHWEST
 LE0594'CORNER OF A FRAME BUILDING, 61 FEET EAST OF THE CENTERLINE OF A
 LE0594'GRAVELED ROAD, 36 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD,
 LE0594'4 FEET EAST OF A EAST GATE POST AND 2 FEET WEST OF A WHITE WITNESS
 LE0594'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LE0594'HARKEN 1958.
 LE0594'
 LE0594'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1166 ***********************************************************************
 MJ1166  DESIGNATION -  HARLAN
 MJ1166  PID         -  MJ1166
 MJ1166  STATE/COUNTY-  IA/SHELBY
 MJ1166  USGS QUAD   -  HARLAN (1978)
 MJ1166
 MJ1166                         *CURRENT SURVEY CONTROL
 MJ1166  ___________________________________________________________________
 MJ1166* NAD 83(1996)-  41 40 29.23934(N)    095 21 10.24379(W)     ADJUSTED  
 MJ1166* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 MJ1166  ___________________________________________________________________
 MJ1166  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 MJ1166  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 MJ1166
 MJ1166  HORZ ORDER  -  THIRD
 MJ1166
 MJ1166.The horizontal coordinates were established by classical geodetic methods
 MJ1166.and adjusted by the National Geodetic Survey in May 1999..
 MJ1166
 MJ1166.The orthometric height was scaled from a topographic map.
 MJ1166
 MJ1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1166
 MJ1166.The geoid height was determined by GEOID03.
 MJ1166
 MJ1166;                    North         East     Units Scale Factor Converg.
 MJ1166;SPC IA S     -   187,630.448   345,725.560   MT  0.99998253   -1 13 13.7
 MJ1166;UTM  15      - 4,616,344.005   304,147.453   MT  1.00007205   -1 33 53.7
 MJ1166
 MJ1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1166!SPC IA S     -   0.99993712  x   0.99998253  =   0.99991965
 MJ1166!UTM  15      -   0.99993712  x   1.00007205  =   1.00000917
 MJ1166
 MJ1166|---------------------------------------------------------------------|
 MJ1166| PID    Reference Object                     Distance      Geod. Az  |
 MJ1166|                                                           dddmmss.s |
 MJ1166| CL7047 HARLAN RM 1                          26.818 METERS 04635     |
 MJ1166| CL7046 HARLAN AZ MK                                       0803618.0 |
 MJ1166| CL7048 HARLAN RM 2                          26.041 METERS 31504     |
 MJ1166| MJ1171 WESTPHALIA ST BONIFACES CHURCH      APPROX. 6.2 KM 3252205.2 |
 MJ1166|---------------------------------------------------------------------|
 MJ1166
 MJ1166                          SUPERSEDED SURVEY CONTROL
 MJ1166
 MJ1166  NAD 83(1996)-  41 40 29.24002(N)    095 21 10.24774(W) AD(       ) 3
 MJ1166  NAD 83(1986)-  41 40 29.24036(N)    095 21 10.24938(W) AD(       ) 3
 MJ1166  NAD 27      -  41 40 29.28700(N)    095 21 09.24900(W) AD(       ) 3
 MJ1166
 MJ1166.Superseded values are not recommended for survey control.
 MJ1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1166.See file dsdata.txt to determine how the superseded data were derived.
 MJ1166
 MJ1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0414716344(NAD 83)
 MJ1166_MARKER: DS = TRIANGULATION STATION DISK
 MJ1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1166
 MJ1166  HISTORY     - Date     Condition        Report By
 MJ1166  HISTORY     - 1950     MONUMENTED       CGS
 MJ1166  HISTORY     - 1961     SEE DESCRIPTION  SCS
 MJ1166  HISTORY     - 1963     SEE DESCRIPTION  IACC
 MJ1166
 MJ1166                          STATION DESCRIPTION
 MJ1166
 MJ1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1166'THE STATION IS LOCATED ABOUT 2 MILES NORTH AND 1-1/2 MILES WEST
 MJ1166'OF HARLAN, ON THE RIGHT-OF-WAY OF A DIRT ROAD.  IT IS 32 FEET
 MJ1166'SOUTH OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD, AND 4-1/2
 MJ1166'FEET NORTH OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MJ1166'IS STAMPED HARLAN 1950.
 MJ1166'
 MJ1166'REFERENCE MARK NO. 1 IS 32 FEET NORTH OF THE APPROXIMATE
 MJ1166'CENTERLINE OF THE DIRT ROAD, AND 1 FOOT SOUTH OF A FENCE.  THE
 MJ1166'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HARLAN NO 1 1950.
 MJ1166'
 MJ1166'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE APPROXIMATE CENTERLINE
 MJ1166'OF THE ROAD, AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 2
 MJ1166'INCHES AND THE DISK IS STAMPED HARLAN NO 2 1950.
 MJ1166'
 MJ1166'THE AZIMUTH MARK IS 52 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 MJ1166'59, 21 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL SIDE
 MJ1166'ROAD, 12 FEET WEST OF A FENCE, 6 FEET SOUTH OF A POWER POLE, AND
 MJ1166'3-1/2 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES
 MJ1166'AND THE DISK IS STAMPED HARLAN 1950.
 MJ1166'
 MJ1166'TO REACH THE STATION FROM HARLAN, FROM THE JUNCTION OF U.S.
 MJ1166'HIGHWAY 59 AND STATE HIGHWAYS 39 AND 64, GO NORTH ON U.S. HIGHWAY
 MJ1166'59 FOR 2.0 MILES TO A DIRT SIDE ROAD LEFT.  (CONTINUE NORTH FOR
 MJ1166'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED) TURN LEFT
 MJ1166'ON THE DIRT ROAD AND GO WEST FOR 1.4 MILES TO THE TOP OF A KNOLL
 MJ1166'AND THE STATION ON THE LEFT.
 MJ1166'
 MJ1166'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MJ1166
 MJ1166                          STATION RECOVERY (1961)
 MJ1166
 MJ1166'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1961
 MJ1166'ALL MARKS WERE DESTROYED.
 MJ1166
 MJ1166                          STATION RECOVERY (1963)
 MJ1166
 MJ1166'RECOVERY NOTE BY IOWA CONSERVATION COMMISSION 1963 (REF)
 MJ1166'FOUND STATION MARK IN SOUTH ROAD RIGHT-OF-WAY, REMOVED FROM
 MJ1166'GROUND.  UNABLE TO LOCATE R.M. 1 AND R.M. 2.  NO SEARCH MADE
 MJ1166'FOR AZIMUTH MARK.
 MJ1166'
 MJ1166'FARMER ON NORTH SIDE STATED THAT ROAD CONSTRUCTION HAD REMOVED
 MJ1166'DIRT ON NORTH RIGHT-OF-WAY AND DITCH BANK WAS SLOPED BACK INTO
 MJ1166'FIELD.  THE SOUTH DITCH BANK HAS ALSO BEEN SLOPED BACK INTO FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1167 ***********************************************************************
 MJ1167  DESIGNATION -  HARLAN MUNICIPAL TANK
 MJ1167  PID         -  MJ1167
 MJ1167  STATE/COUNTY-  IA/SHELBY
 MJ1167  USGS QUAD   -  HARLAN (1978)
 MJ1167
 MJ1167                         *CURRENT SURVEY CONTROL
 MJ1167  ___________________________________________________________________
 MJ1167* NAD 83(1996)-  41 39 17.19345(N)    095 19 50.15977(W)     ADJUSTED  
 MJ1167* NAVD 88     -                                                        
 MJ1167  ___________________________________________________________________
 MJ1167  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 MJ1167  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 MJ1167
 MJ1167  HORZ ORDER  -  THIRD
 MJ1167
 MJ1167.The horizontal coordinates were established by classical geodetic methods
 MJ1167.and adjusted by the National Geodetic Survey in May 1999..
 MJ1167
 MJ1167
 MJ1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1167
 MJ1167.The geoid height was determined by GEOID03.
 MJ1167
 MJ1167;                    North         East     Units Scale Factor Converg.
 MJ1167;SPC IA S     -   185,369.013   347,530.754   MT  0.99997970   -1 12 20.9
 MJ1167;UTM  15      - 4,614,071.574   305,939.190   MT  1.00006346   -1 32 58.2
 MJ1167
 MJ1167                          SUPERSEDED SURVEY CONTROL
 MJ1167
 MJ1167  NAD 83(1996)-  41 39 17.19400(N)    095 19 50.16398(W) AD(       ) 4
 MJ1167  NAD 83(1986)-  41 39 17.19493(N)    095 19 50.16618(W) AD(       ) 4
 MJ1167  NAD 27      -  41 39 17.24100(N)    095 19 49.18100(W) AD(       ) 3
 MJ1167
 MJ1167.Superseded values are not recommended for survey control.
 MJ1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1167.See file dsdata.txt to determine how the superseded data were derived.
 MJ1167
 MJ1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0593914072(NAD 83)
 MJ1167_MARKER: 53 = ELEVATED TANK
 MJ1167
 MJ1167  HISTORY     - Date     Condition        Report By
 MJ1167  HISTORY     - 1930     FIRST OBSERVED   CGS
 MJ1167  HISTORY     - 1950     GOOD             CGS
 MJ1167
 MJ1167                          STATION DESCRIPTION
 MJ1167
 MJ1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1167'THE STATION IS LOCATED IN THE WESTERN PART OF THE CITY OF
 MJ1167'HARLAN.  IT IS ABOUT 120 FEET HIGH, HAS FOUR LEGS, IS PAINTED
 MJ1167'SILVER, HAS HARLAN STENCILED ON THE SIDE OF THE BOWL, AND
 MJ1167'HAS A PUMP HOUSE UNDERNEATH.  POINT INTERSECTED WAS THE BALL
 MJ1167'ON TOP OF THE TANK.
 MJ1167'
 MJ1167'TO REACH FROM THE POST OFFICE IN HARLAN, GO WEST FOR 0.7 MILE
 MJ1167'TO A HOUSE AND A WIRE GATE ON THE LEFT, TURN LEFT, PASS THROUGH
 MJ1167'GATE AND GO SOUTH-SOUTHEAST FOR 0.1 MILE TO THE STATION.
 MJ1167'THIS INTERSECTION STATION WAS ESTABLISHED IN 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1437 ***********************************************************************
 MJ1437  DESIGNATION -  HARLPORT
 MJ1437  PID         -  MJ1437
 MJ1437  STATE/COUNTY-  IA/SHELBY
 MJ1437  USGS QUAD   -  CORLEY (1978)
 MJ1437
 MJ1437                         *CURRENT SURVEY CONTROL
 MJ1437  ___________________________________________________________________
 MJ1437* NAD 83(1996)-  41 34 50.82361(N)    095 20 13.92256(W)     ADJUSTED  
 MJ1437* NAVD 88     -       363.8    (meters)    1194.     (feet)  VERTCON   
 MJ1437  ___________________________________________________________________
 MJ1437  X           -    -444,461.491 (meters)                     COMP
 MJ1437  Y           -  -4,757,562.764 (meters)                     COMP
 MJ1437  Z           -   4,211,110.402 (meters)                     COMP
 MJ1437  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 MJ1437  ELLIP HEIGHT-         335.27  (meters)          (05/06/99) GPS OBS
 MJ1437  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 MJ1437
 MJ1437  HORZ ORDER  -  THIRD
 MJ1437  ELLP ORDER  -  FOURTH    CLASS I
 MJ1437
 MJ1437.This mark is at Harlan Municipal Airport (HNR)
 MJ1437
 MJ1437.The horizontal coordinates were established by GPS observations
 MJ1437.and adjusted by the National Geodetic Survey in May 1999..
 MJ1437
 MJ1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1437
 MJ1437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1437
 MJ1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1437
 MJ1437.The ellipsoidal height was determined by GPS observations
 MJ1437.and is referenced to NAD 83.
 MJ1437
 MJ1437.The geoid height was determined by GEOID03.
 MJ1437
 MJ1437;                    North         East     Units Scale Factor Converg.
 MJ1437;SPC IA S     -   177,164.699   346,807.505   MT  0.99997031   -1 12 36.6
 MJ1437;UTM  15      - 4,605,870.990   305,166.831   MT  1.00006716   -1 33 05.9
 MJ1437
 MJ1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1437!SPC IA S     -   0.99994742  x   0.99997031  =   0.99991773
 MJ1437!UTM  15      -   0.99994742  x   1.00006716  =   1.00001457
 MJ1437
 MJ1437:                Primary Azimuth Mark                     Grid Az
 MJ1437:SPC IA S     -  HARLPORT AZ MK                           336 19 03.9
 MJ1437:UTM  15      -  HARLPORT AZ MK                           336 39 33.2
 MJ1437
 MJ1437|---------------------------------------------------------------------|
 MJ1437| PID    Reference Object                     Distance      Geod. Az  |
 MJ1437|                                                           dddmmss.s |
 MJ1437| MJ1438 HARLPORT AZ MK                      APPROX. 0.9 KM 3350627.3 |
 MJ1437|---------------------------------------------------------------------|
 MJ1437
 MJ1437                          SUPERSEDED SURVEY CONTROL
 MJ1437
 MJ1437  NAD 83(1996)-  41 34 50.82605(N)    095 20 13.92405(W) AD(       ) 3
 MJ1437  NAD 83(1986)-  41 34 50.82850(N)    095 20 13.92560(W) AD(       ) 3
 MJ1437  NGVD 29 (07/09/90)  363.7    (m)         1193.     (f) GPS OBS        
 MJ1437
 MJ1437.Superseded values are not recommended for survey control.
 MJ1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1437.See file dsdata.txt to determine how the superseded data were derived.
 MJ1437
 MJ1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0516705871(NAD 83)
 MJ1437_MARKER: I = METAL ROD
 MJ1437_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1437_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1437_STAMPING: HARLPORT 1989
 MJ1437_MARK LOGO: NGS   
 MJ1437_PROJECTION: FLUSH
 MJ1437_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1437+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1437_ROD/PIPE-DEPTH: 11.9 meters
 MJ1437_SLEEVE-DEPTH  : 0.91 meters
 MJ1437
 MJ1437  HISTORY     - Date     Condition        Report By
 MJ1437  HISTORY     - 1989     MONUMENTED       NGS
 MJ1437
 MJ1437                          STATION DESCRIPTION
 MJ1437
 MJ1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1437'THE STATION IS LOCATED ABOUT 7.25 KM (4.50 MI) SOUTH OF HARLAN, AT THE
 MJ1437'HARLAN MUNICIPAL AIRPORT, AT THE JUNCTION OF THE ENTRANCE RAMP AND
 MJ1437'RUNWAY.  OWNERSHIP--CITY OF HARLAN, HARLAN, IA 51537, PHONE (712)
 MJ1437'744-3366.  THE AIRPORT MANAGER IS OLIN PASH.
 MJ1437'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND STATE
 MJ1437'HIGHWAY 44, ON THE WEST SIDE OF HARLAN, GO SOUTH ON US HIGHWAY 59 FOR
 MJ1437'7.25 KM (4.50 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT,
 MJ1437'NORTH, ON THE ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO A ROAD BETWEEN
 MJ1437'THE HANGARS JUST PAST THE BEACON TOWER.  TURN LEFT, WEST, BETWEEN THE
 MJ1437'HANGARS, THEN ONTO THE APRON AND ENTRANCE RAMP TO THE JUNCTION OF THE
 MJ1437'RUNWAY AND THE STATION ON THE RIGHT.
 MJ1437'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MJ1437'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 MJ1437'SURROUNDED BY CONCRETE.  LOCATED 17.8 M (58.4 FT) NORTHEAST OF THE
 MJ1437'CENTER OF THE RUNWAY, 12.5 M (41.0 FT) NORTHEAST OF THE CENTER OF THE
 MJ1437'ENTRANCE RAMP, 11.2 M (36.7 FT) SOUTHWEST OF THE CENTER OF NORTHWEST
 MJ1437'END OF A CONCRETE PIPE CULVERT, 5.5 M (18.0 FT) NORTHEAST OF A RAMP
 MJ1437'BEACON LIGHT AND 5.5 M (18.0 FT) NORTHEAST OF A FIBERGLASS WITNESS
 MJ1437'POST.
 MJ1437'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MJ1437'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1438 ***********************************************************************
 MJ1438  DESIGNATION -  HARLPORT AZ MK
 MJ1438  PID         -  MJ1438
 MJ1438  STATE/COUNTY-  IA/SHELBY
 MJ1438  USGS QUAD   -  CORLEY (1978)
 MJ1438
 MJ1438                         *CURRENT SURVEY CONTROL
 MJ1438  ___________________________________________________________________
 MJ1438* NAD 83(1996)-  41 35 16.98537(N)    095 20 30.09268(W)     ADJUSTED  
 MJ1438* NAVD 88     -       370.7    (meters)    1216.     (feet)  VERTCON   
 MJ1438  ___________________________________________________________________
 MJ1438  X           -    -444,785.057 (meters)                     COMP
 MJ1438  Y           -  -4,756,999.559 (meters)                     COMP
 MJ1438  Z           -   4,211,718.662 (meters)                     COMP
 MJ1438  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 MJ1438  ELLIP HEIGHT-         342.07  (meters)          (05/06/99) GPS OBS
 MJ1438  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 MJ1438
 MJ1438  HORZ ORDER  -  THIRD
 MJ1438  ELLP ORDER  -  FOURTH    CLASS I
 MJ1438
 MJ1438.This mark is at Harlan Municipal Airport (HNR)
 MJ1438
 MJ1438.The horizontal coordinates were established by GPS observations
 MJ1438.and adjusted by the National Geodetic Survey in May 1999..
 MJ1438
 MJ1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1438
 MJ1438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1438
 MJ1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1438
 MJ1438.The ellipsoidal height was determined by GPS observations
 MJ1438.and is referenced to NAD 83.
 MJ1438
 MJ1438.The geoid height was determined by GEOID03.
 MJ1438
 MJ1438;                    North         East     Units Scale Factor Converg.
 MJ1438;SPC IA S     -   177,979.544   346,450.114   MT  0.99997116   -1 12 47.2
 MJ1438;UTM  15      - 4,606,688.030   304,814.270   MT  1.00006885   -1 33 17.4
 MJ1438
 MJ1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1438!SPC IA S     -   0.99994635  x   0.99997116  =   0.99991751
 MJ1438!UTM  15      -   0.99994635  x   1.00006885  =   1.00001520
 MJ1438
 MJ1438:                Primary Azimuth Mark                     Grid Az
 MJ1438:SPC IA S     -  HARLPORT                                 156 19 03.7
 MJ1438:UTM  15      -  HARLPORT                                 156 39 33.9
 MJ1438
 MJ1438|---------------------------------------------------------------------|
 MJ1438| PID    Reference Object                     Distance      Geod. Az  |
 MJ1438|                                                           dddmmss.s |
 MJ1438| MJ1437 HARLPORT                            APPROX. 0.9 KM 1550616.5 |
 MJ1438|---------------------------------------------------------------------|
 MJ1438
 MJ1438                          SUPERSEDED SURVEY CONTROL
 MJ1438
 MJ1438  NAD 83(1996)-  41 35 16.98763(N)    095 20 30.09402(W) AD(       ) 3
 MJ1438  NAD 83(1986)-  41 35 16.99047(N)    095 20 30.09566(W) AD(       ) 3
 MJ1438  NGVD 29 (07/09/90)  370.6    (m)         1216.     (f) GPS OBS        
 MJ1438
 MJ1438.Superseded values are not recommended for survey control.
 MJ1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1438.See file dsdata.txt to determine how the superseded data were derived.
 MJ1438
 MJ1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0481406688(NAD 83)
 MJ1438_MARKER: I = METAL ROD
 MJ1438_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1438_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1438_STAMPING: HARLPORT AZ MK 1989
 MJ1438_MARK LOGO: NGS   
 MJ1438_PROJECTION: FLUSH
 MJ1438_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1438+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1438_ROD/PIPE-DEPTH: 11.8 meters
 MJ1438_SLEEVE-DEPTH  : 0.91 meters
 MJ1438
 MJ1438  HISTORY     - Date     Condition        Report By
 MJ1438  HISTORY     - 1989     MONUMENTED       NGS
 MJ1438
 MJ1438                          STATION DESCRIPTION
 MJ1438
 MJ1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1438'THE STATION IS LOCATED ABOUT 7.25 KM (4.50 MI) SOUTH OF HARLAN, AT THE
 MJ1438'HARLAN MUNICIPAL AIRPORT, ON THE SOUTHEAST SIDE OF THE TURN-ROUND OF
 MJ1438'RUNWAY 15.  OWNERSHIP--CITY OF HARLAN, HARLAN, IA 51537, PHONE (712)
 MJ1438'744-3366.  THE AIRPORT MANAGER IS OLIN PASH.
 MJ1438'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND STATE
 MJ1438'HIGHWAY 44, ON THE WEST SIDE OF HARLAN, GO SOUTH ON US HIGHWAY 59 FOR
 MJ1438'7.25 KM (4.50 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT,
 MJ1438'NORTH, ON THE ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO A ROAD BETWEEN
 MJ1438'THE HANGARS JUST PAST THE BEACON TOWER.  TURN LEFT, WEST, BETWEEN THE
 MJ1438'HANGARS, THEN ONTO THE APRON AND ENTRANCE RAMP TO THE JUNCTION OF THE
 MJ1438'RUNWAY.  TURN RIGHT, NORTHWEST, ONTO THE RUNWAY FOR 0.9 KM (0.55 MI)
 MJ1438'TO A TURN-AROUND AND THE STATION ON THE RIGHT.
 MJ1438'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MJ1438'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 MJ1438'SURROUNDED BY CONCRETE.  LOCATED 16.7 M (54.8 FT) NORTHEAST OF THE
 MJ1438'CENTER OF THE RUNWAY, 8.4 M (27.6 FT) SOUTH OF THE EAST CORNER OF THE
 MJ1438'TURN-AROUND, 1.85 M (6.1 FT) EAST OF THE EAST EDGE OF THE TURN-AROUND
 MJ1438'AND 1.85 M (6.1 FT) EAST OF A FIBERGLASS WITNESS POST.
 MJ1438'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MJ1438'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0504 ***********************************************************************
 MH0504  DESIGNATION -  HARPER NAT GAS PLINE OF AM TK
 MH0504  PID         -  MH0504
 MH0504  STATE/COUNTY-  IA/KEOKUK
 MH0504  USGS QUAD   -  HARPER (1965)
 MH0504
 MH0504                         *CURRENT SURVEY CONTROL
 MH0504  ___________________________________________________________________
 MH0504* NAD 83(1996)-  41 21 22.39228(N)    092 03 23.29744(W)     ADJUSTED  
 MH0504* NAVD 88     -                                                        
 MH0504  ___________________________________________________________________
 MH0504  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 MH0504  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 MH0504
 MH0504  HORZ ORDER  -  THIRD
 MH0504
 MH0504.The horizontal coordinates were established by classical geodetic methods
 MH0504.and adjusted by the National Geodetic Survey in May 1999..
 MH0504
 MH0504
 MH0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0504
 MH0504.The geoid height was determined by GEOID03.
 MH0504
 MH0504;                    North         East     Units Scale Factor Converg.
 MH0504;SPC IA S     -   151,609.306   620,783.964   MT  0.99995203   +0 57 03.1
 MH0504;UTM  15      - 4,578,731.496   578,923.890   MT  0.99967666   +0 37 24.4
 MH0504
 MH0504                          SUPERSEDED SURVEY CONTROL
 MH0504
 MH0504  NAD 83(1986)-  41 21 22.39579(N)    092 03 23.30982(W) AD(       ) 4
 MH0504  NAD 27      -  41 21 22.35300(N)    092 03 22.67300(W) AD(       ) 3
 MH0504
 MH0504.Superseded values are not recommended for survey control.
 MH0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0504.See file dsdata.txt to determine how the superseded data were derived.
 MH0504
 MH0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF7892478731(NAD 83)
 MH0504_MARKER: 53 = ELEVATED TANK
 MH0504
 MH0504  HISTORY     - Date     Condition        Report By
 MH0504  HISTORY     - 1934     FIRST OBSERVED   CGS
 MH0504
 MH0504                          STATION DESCRIPTION
 MH0504
 MH0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0504'STATION IS THE TANK, LOW, SQUAT, SILVER, WITH BALL ON TOP,
 MH0504'0.2 MILE W OF STATE HIGHWAY 159, AND APPROXIMATELY 3/4 MILE
 MH0504'SW OF THE TOWN OF HARPER.  IT HAS THE WORDS NATURAL GAS PIPE
 MH0504'LINE CO. OF AMERICA PRINTED ON E SIDE OF TANK IN TRIANGULAR
 MH0504'TRADE MARK.  TANK IS ABOUT 30 FEET TALL AND NOT VERY PROMINENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0503 ***********************************************************************
 MH0503  DESIGNATION -  HARPER ST ELIZABETHS CATH CH
 MH0503  PID         -  MH0503
 MH0503  STATE/COUNTY-  IA/KEOKUK
 MH0503  USGS QUAD   -  HARPER (1965)
 MH0503
 MH0503                         *CURRENT SURVEY CONTROL
 MH0503  ___________________________________________________________________
 MH0503* NAD 83(1996)-  41 21 33.61483(N)    092 03 09.39739(W)     ADJUSTED  
 MH0503* NAVD 88     -                                                        
 MH0503  ___________________________________________________________________
 MH0503  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 MH0503  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 MH0503
 MH0503  HORZ ORDER  -  THIRD
 MH0503
 MH0503.The horizontal coordinates were established by classical geodetic methods
 MH0503.and adjusted by the National Geodetic Survey in May 1999..
 MH0503
 MH0503
 MH0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0503
 MH0503.The geoid height was determined by GEOID03.
 MH0503
 MH0503;                    North         East     Units Scale Factor Converg.
 MH0503;SPC IA S     -   151,960.829   621,101.245   MT  0.99995218   +0 57 12.2
 MH0503;UTM  15      - 4,579,081.103   579,243.086   MT  0.99967728   +0 37 33.8
 MH0503
 MH0503                          SUPERSEDED SURVEY CONTROL
 MH0503
 MH0503  NAD 83(1986)-  41 21 33.61831(N)    092 03 09.40967(W) AD(       ) 4
 MH0503  NAD 27      -  41 21 33.57600(N)    092 03 08.77400(W) AD(       ) 3
 MH0503
 MH0503.Superseded values are not recommended for survey control.
 MH0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0503.See file dsdata.txt to determine how the superseded data were derived.
 MH0503
 MH0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF7924379081(NAD 83)
 MH0503_MARKER: 90 = CHURCH SPIRE
 MH0503
 MH0503  HISTORY     - Date     Condition        Report By
 MH0503  HISTORY     - 1934     FIRST OBSERVED   CGS
 MH0503
 MH0503                          STATION DESCRIPTION
 MH0503
 MH0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0503'STATION IS THE BASE OF THE WHITE CROSS ON TOP OF THE SPIRE
 MH0503'SURMOUNTING THE STEEPLE OF ST. ELIZABETHS CATHOLIC CHURCH.
 MH0503'THE CHURCH IS A RED BRICK BUILDING.  A SQUARE BRICK TOWER
 MH0503'RISES ABOUT 8 FEET ABOVE THE FRONT (W) CENTER OF THE BUILDING.
 MH0503'A SQUARE WOODEN SHINGLE COVERED TOWER RISES ABOUT 12 FEET ABOVE
 MH0503'THE TOP OF THE BRICK TOWER.  THE SQUARE SHINGLE COVERED SPIRE
 MH0503'RISES ABOUT 25 FEET ABOVE THE TOP OF THE TOWER.  THE TOP OF THE
 MH0503'SPIRE IS ABOUT 75 FEET ABOVE THE GROUND.  THE SPIRE HAS A
 MH0503'CIRCULAR DORMER OPENING ON EACH SIDE AT THE BASE.  THE WOODEN
 MH0503'PART OF THE TOWER HAS A LOUVERED DORMER OPENING ON EACH
 MH0503'SIDE.  THE BUILDING WAS ERECTED IN 1883.
 MH0503'
 MH0503'THE CHURCH IS IN THE SOUTHERN PART OF THE TOWN OF HARPER,
 MH0503'ACROSS THE HIGHWAY FROM THE ST. ELIZABETHS CEMETERY, ABOUT
 MH0503'100 FEET E OF THE CENTER LINE OF STATE HIGHWAY 159, AND ABOUT
 MH0503'100 YARDS S OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 MH0503'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0451 ***********************************************************************
 MK0451  DESIGNATION -  HARRIS
 MK0451  PID         -  MK0451
 MK0451  STATE/COUNTY-  IA/HARRISON
 MK0451  USGS QUAD   -  MODALE (1970)
 MK0451
 MK0451                         *CURRENT SURVEY CONTROL
 MK0451  ___________________________________________________________________
 MK0451* NAD 83(1996)-  41 33 02.33275(N)    096 04 34.78652(W)     ADJUSTED  
 MK0451* NAVD 88     -       308.056  (meters)    1010.68   (feet)  ADJUSTED  
 MK0451  ___________________________________________________________________
 MK0451  LAPLACE CORR-          -6.14  (seconds)                    DEFLEC99
 MK0451  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 MK0451  DYNAMIC HT  -         307.915 (meters)    1010.22  (feet)  COMP
 MK0451  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 MK0451
 MK0451  HORZ ORDER  -  SECOND
 MK0451  VERT ORDER  -  SECOND    CLASS 0
 MK0451
 MK0451.The horizontal coordinates were established by classical geodetic methods
 MK0451.and adjusted by the National Geodetic Survey in May 1999..
 MK0451
 MK0451.The orthometric height was determined by differential leveling
 MK0451.and adjusted by the National Geodetic Survey in June 1991..
 MK0451
 MK0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK0451
 MK0451.The geoid height was determined by GEOID03.
 MK0451
 MK0451.The dynamic height is computed by dividing the NAVD 88
 MK0451.geopotential number by the normal gravity value computed on the
 MK0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0451.degrees latitude (g = 980.6199 gals.).
 MK0451
 MK0451.The modeled gravity was interpolated from observed gravity values.
 MK0451
 MK0451;                    North         East     Units Scale Factor Converg.
 MK0451;SPC IA S     -   175,382.717   285,092.562   MT  0.99996697   -1 41 49.3
 MK0451;SPC NE       -   198,089.556   827,132.088   MT  0.99965890   +2 36 00.7
 MK0451;UTM  14      - 4,604,015.533   743,840.311   MT  1.00033177   +1 56 24.6
 MK0451;UTM  15      - 4,604,458.169   243,426.141   MT  1.00041020   -2 02 29.7
 MK0451
 MK0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0451!SPC IA S     -   0.99995613  x   0.99996697  =   0.99992310
 MK0451!SPC NE       -   0.99995613  x   0.99965890  =   0.99961504
 MK0451!UTM  14      -   0.99995613  x   1.00033177  =   1.00028788
 MK0451!UTM  15      -   0.99995613  x   1.00041020  =   1.00036631
 MK0451
 MK0451:                Primary Azimuth Mark                     Grid Az
 MK0451:SPC IA S     -  HARRIS AZ MK                             090 24 26.4
 MK0451:SPC NE       -  HARRIS AZ MK                             086 06 36.4
 MK0451:UTM  14      -  HARRIS AZ MK                             086 46 12.5
 MK0451:UTM  15      -  HARRIS AZ MK                             090 45 06.8
 MK0451
 MK0451|---------------------------------------------------------------------|
 MK0451| PID    Reference Object                     Distance      Geod. Az  |
 MK0451|                                                           dddmmss.s |
 MK0451| CL7052 HARRIS AZ MK                                       0884237.1 |
 MK0451| MK0450 HARRIS RM 1                          22.141 METERS 11303     |
 MK0451| MK0452 HARRIS RM 2                          24.555 METERS 23641     |
 MK0451|---------------------------------------------------------------------|
 MK0451
 MK0451                          SUPERSEDED SURVEY CONTROL
 MK0451
 MK0451  NAD 83(1996)-  41 33 02.33277(N)    096 04 34.78655(W) AD(       ) 2
 MK0451  NAD 83(1986)-  41 33 02.33783(N)    096 04 34.78739(W) AD(       ) 2
 MK0451  NAD 27      -  41 33 02.36400(N)    096 04 33.74300(W) AD(       ) 2
 MK0451  NGVD 29 (??/??/92)  307.913  (m)         1010.21   (f) ADJ UNCH    2 0
 MK0451
 MK0451.Superseded values are not recommended for survey control.
 MK0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0451.See file dsdata.txt to determine how the superseded data were derived.
 MK0451
 MK0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM4384004016(NAD 83)
 MK0451_MARKER: DS = TRIANGULATION STATION DISK
 MK0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0451_STAMPING: HARRIS 1947
 MK0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0451+STABILITY: SURFACE MOTION
 MK0451
 MK0451  HISTORY     - Date     Condition        Report By
 MK0451  HISTORY     - 1947     MONUMENTED       CGS
 MK0451  HISTORY     - 1948     GOOD             NGS
 MK0451  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0451  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MK0451
 MK0451                          STATION DESCRIPTION
 MK0451
 MK0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK0451'STATION IS LOCATED ABOUT 10 MILES WEST OF MISSOURI VALLEY AND
 MK0451'ABOUT 3 MILES EAST OF BLAIR ALONG THE RIGHT OF WAY OF U.S.
 MK0451'HIGHWAY 30.  STATION IS 68 FEET SOUTH OF THE CENTERLINE OF U.S.
 MK0451'HIGHWAY 30, 25 FEET EAST OF THE APPROXIMATE CENTERLINE OF TRACK
 MK0451'ROAD AND 4.8 FEET SOUTH OF WHITE WITNESS POST.  THE MARK PROJECTS
 MK0451'ABOUT 4 INCHES AND THE DISK IS STAMPED HARRIS 1947.
 MK0451'
 MK0451'REFERENCE MARK NO. 1 IS 72.64 FEET SOUTHEAST OF STATION, AND
 MK0451'1 FOOT NORTH OF FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES
 MK0451'AND THE DISK IS STAMPED HARRIS NO 1 1947.
 MK0451'
 MK0451'REFERENCE MARK NO. 2 IS 80.56 FEET WEST SOUTHWEST OF STATION,
 MK0451'50 FEET WEST OF THE APPROXIMATE CENTERLINE OF TRACK ROAD AND 8
 MK0451'FEET SOUTH OF FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 MK0451'THE DISK IS STAMPED HARRIS NO 2 1947.
 MK0451'
 MK0451'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE EAST OF STATION, 98 FEET
 MK0451'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 30, 8 FEET WEST OF GATE
 MK0451'POST, 2.5 FEET WEST OF WITNESS POST AND 1.5 FEET NORTH OF FENCE.
 MK0451'THE MARK PROJECTS ABOUT FIVE INCHES AND THE DISK IS STAMPED HARRIS
 MK0451'1947.
 MK0451'
 MK0451'TO REACH STATION FROM THE TOLL HOUSE IN THE CENTER OF THE MISSOURI
 MK0451'RIVER BRIDGE EAST OF BLAIR GO EAST ON U.S. HIGHWAY 30 FOR 1.0
 MK0451'MILE TO TRACK ROAD AND STATION ON RIGHT AS DESCRIBED.  TO REACH
 MK0451'AZIMUTH FROM STATION CONTINUE EAST FOR 0.25 MILE TO AZIMUTH
 MK0451'MARK ON RIGHT OR SOUTH OF HIGHWAY AS DESCRIBED.
 MK0451'
 MK0451'OBSERVATIONS TAKEN FROM A 77 FOOT STEEL TOWER PLUS ONE SUPERSTRUCTURE
 MK0451'FOR CONNER.
 MK0451'
 MK0451'VALLEY 1934 A 4 FOOT STAND CAN BE SEEN AT 65 FEET.
 MK0451'
 MK0451'BLAIR 2 IS 4 FOOT STAND CAN BE SEEN AT 65 FEET.
 MK0451'
 MK0451'FOLLEN 1930 A 37 FOOT TOWER CAN BE SEEN AT 75 FEET.
 MK0451'
 MK0451'CONNER A 64 FOOT TOWER CAN BE SEEN AT 85 FEET.
 MK0451'
 MK0451'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MK0451
 MK0451                          STATION RECOVERY (1948)
 MK0451
 MK0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MK0451'4.6 MI SW FROM CALIFORNIA JUNCTION.
 MK0451'0.5 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE STATION AT
 MK0451'CALIFORNIA JUNCTION, THENCE 4.1 MILES WEST ALONG U.S. HIGHWAY NO.
 MK0451'30, ABOUT 0.5 MILE EAST OF THE EAST END OF THE BLAIR BRIDGE
 MK0451'APPROACH, 80.5 FEET NORTHEAST OF HARRIS R.M. 2, 72.5 FEET NORTHWEST
 MK0451'OF HARRIS R.M. 1, 67.7 FEET SOUTH OF THE CENTER LINE OF THE
 MK0451'HIGHWAY, 60.6 FEET EAST OF THE NORTH END OF A LARGE BILL-BOARD,
 MK0451'33.0 FEET NORTH OF A FENCE, 25.0 FEET EAST OF THE CENTER LINE OF
 MK0451'A WOODS ROAD LEADING SOUTH, 4.7 FEET SOUTH OF A REFERENCE POST,
 MK0451'SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MK0451
 MK0451                          STATION RECOVERY (1970)
 MK0451
 MK0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0451'MARK (SURFACE) COULD NOT BE FOUND.  THERE HAS BEEN SOME
 MK0451'EXCAVATION IN THIS AREA OF MINOR NATURE (SOIL IS SANDY) AND
 MK0451'THE SURFACE MARK IS POSSIBLY DESTROYED.  REF. MK 2 WAS FOUND
 MK0451'LYING HORIZONTAL ON THE GROUND NEAR ITS DESCRIBED LOCATION.
 MK0451'REF. MK 1 AND THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION
 MK0451'AND AS DESCRIBED.
 MK0451'
 MK0451'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CALIFORNIA
 MK0451'JUNCTION, 0.5 MI S AND 4.1 MI WEST
 MK0451
 MK0451                          STATION RECOVERY (1971)
 MK0451
 MK0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MK0451'THE STATION SURFACE MARK WAS DESTROYED BY ROAD CONSTRUCTION.
 MK0451'THE UNDERGROUND MARK WAS FOUND DESTROYED.  REFERENCE MARK
 MK0451'NO. 2 WAS FOUND DESTROYED.  REFERENCE MARK NO. 1 AND THE
 MK0451'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  SINCE NO
 MK0451'OBJECTS WERE VISIBLE AT THE STATION SITE THE STATION WAS NOT
 MK0451'RESET.  THE OLD DESCRIPTIONS TO REACH THE STATION SITE AND NOTES
 MK0451'FOR REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE FOUND
 MK0451'ADEQUATE FOR RECOVERY.
 MK0451'
 MK0451'AZIMUTH MARK IS 15 FEET EAST OF RIGHT-OF-WAY POST 55.
 MK0451'
 MK0451'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF RIGHT-OF-WAY POST 45.
 MK0451'
 MK0451'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 MK0451'EAST OF BLAIR, NEBRASKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0810 ***********************************************************************
 OP0810  DESIGNATION -  HARRIS
 OP0810  PID         -  OP0810
 OP0810  STATE/COUNTY-  IA/OSCEOLA
 OP0810  USGS QUAD   -  HARRIS (1970)
 OP0810
 OP0810                         *CURRENT SURVEY CONTROL
 OP0810  ___________________________________________________________________
 OP0810* NAD 83(1996)-  43 25 50.84392(N)    095 26 01.64949(W)     ADJUSTED  
 OP0810* NAVD 88     -       471.2    (meters)    1546.     (feet)  VERTCON   
 OP0810  ___________________________________________________________________
 OP0810  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 OP0810  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 OP0810
 OP0810  HORZ ORDER  -  SECOND
 OP0810
 OP0810.The horizontal coordinates were established by classical geodetic methods
 OP0810.and adjusted by the National Geodetic Survey in May 1999..
 OP0810
 OP0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0810
 OP0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0810
 OP0810.The geoid height was determined by GEOID03.
 OP0810
 OP0810;                    North         East     Units Scale Factor Converg.
 OP0810;SPC IA N     - 1,216,267.159 1,343,431.146   MT  1.00003412   -1 18 38.2
 OP0810;SPC MN S     -   148,885.974   683,902.259   MT  1.00009500   -1 00 17.9
 OP0810;UTM  15      - 4,811,532.233   303,013.820   MT  1.00007734   -1 40 25.4
 OP0810
 OP0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0810!SPC IA N     -   0.99993040  x   1.00003412  =   0.99996452
 OP0810!SPC MN S     -   0.99993040  x   1.00009500  =   1.00002539
 OP0810!UTM  15      -   0.99993040  x   1.00007734  =   1.00000773
 OP0810
 OP0810:                Primary Azimuth Mark                     Grid Az
 OP0810:SPC IA N     -  HARRIS AZ MK                             002 57 28.8
 OP0810:SPC MN S     -  HARRIS AZ MK                             002 39 08.5
 OP0810:UTM  15      -  HARRIS AZ MK                             003 19 16.0
 OP0810
 OP0810|---------------------------------------------------------------------|
 OP0810| PID    Reference Object                     Distance      Geod. Az  |
 OP0810|                                                           dddmmss.s |
 OP0810| CO3642 HARRIS AZ MK                                       0013850.6 |
 OP0810| OP0809 HARRIS RM 1                           5.331 METERS 04321     |
 OP0810| CO3643 HARRIS RM 2                           5.875 METERS 15858     |
 OP0810|---------------------------------------------------------------------|
 OP0810
 OP0810                          SUPERSEDED SURVEY CONTROL
 OP0810
 OP0810  NAD 83(1996)-  43 25 50.84392(N)    095 26 01.64949(W) AD(       ) 2
 OP0810  NAD 83(1986)-  43 25 50.83952(N)    095 26 01.63991(W) AD(       ) 2
 OP0810  NAD 27      -  43 25 50.96316(N)    095 26 00.62893(W) AD(       ) 2
 OP0810  NGVD 29 (07/19/86)  471.0    (m)         1545.     (f) VERT ANG       
 OP0810
 OP0810.Superseded values are not recommended for survey control.
 OP0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0810.See file dsdata.txt to determine how the superseded data were derived.
 OP0810
 OP0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0301411532(NAD 83)
 OP0810_MARKER: DS = TRIANGULATION STATION DISK
 OP0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0810_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0810
 OP0810  HISTORY     - Date     Condition        Report By
 OP0810  HISTORY     - 1971     MONUMENTED       NGS
 OP0810
 OP0810                          STATION DESCRIPTION
 OP0810
 OP0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0810'THE STATION IS LOCATED IN THE TRIANGLE OF A Y-INTERSECTION
 OP0810'OF STATE HIGHWAYS 238 AND 9, 1 MILE SOUTH OF HARRIS AND ON
 OP0810'STATE HIGHWAY PROPERTY.  IN THE SOUTHEAST 1/4 OF SEC. 34,
 OP0810'T 100 N, R 39 W.
 OP0810'
 OP0810'THE STATION MARKS ARE STANDARD DISKS STAMPED HARRIS 1971.
 OP0810'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP0810'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 OP0810'IT IS 113 FEET SOUTHWEST OF THE CENTER OF THE EAST FORK OF
 OP0810'THE Y-INTERSECTION, 84 FEET WEST-NORTHWEST OF A TELEPHONE
 OP0810'POLE NUMBER 300-1, 71 FEET NORTH OF THE CENTER OF STATE
 OP0810'HIGHWAY 9 AND 44 FEET SOUTHEAST OF THE CENTER OF THE WEST
 OP0810'FORK OF THE Y-INTERSECTION.  THE UNDERGROUND DISK IS SET IN
 OP0810'THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS 42-INCHES
 OP0810'BELOW THE GROUND SURFACE.
 OP0810'
 OP0810'REFERENCE MARK 1, A STANDARD DISK STAMPED HARRIS NO 1 1971,
 OP0810'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0810'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 76 FEET NORTHWEST
 OP0810'OF THE TELEPHONE POLE, 75 FEET NORTH OF THE CENTER OF STATE
 OP0810'HIGHWAY 9 AND 51 FEET SOUTHEAST OF THE CENTER OF THE WEST
 OP0810'FORK OF THE Y-INTERSECTION.
 OP0810'
 OP0810'REFERENCE MARK 2, A STANDARD DISK STAMPED HARRIS NO 2 1971,
 OP0810'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0810'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 75 FEET WEST
 OP0810'OF THE TELEPHONE POLE, 61 FEET EAST OF THE WEST FORK OF THE
 OP0810'Y-INTERSECTION AND 54 FEET NORTH OF THE CENTER OF STATE
 OP0810'HIGHWAY 9.
 OP0810'
 OP0810'THE AZIMUTH MARK, A STANDARD DISK STAMPED HARRIS 1971, IS
 OP0810'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0810'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 49
 OP0810'FEET EAST OF THE CENTER OF STATE HIGHWAY 238 AND 1 FOOT
 OP0810'SOUTH OF A TELEPHONE POLE.
 OP0810'
 OP0810'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 OP0810'HIGHWAY 238 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1334 ***********************************************************************
 MJ1334  DESIGNATION -  HARRIS
 MJ1334  PID         -  MJ1334
 MJ1334  STATE/COUNTY-  IA/HARRISON
 MJ1334  USGS QUAD   -  MOORHEAD SE (1971)
 MJ1334
 MJ1334                         *CURRENT SURVEY CONTROL
 MJ1334  ___________________________________________________________________
 MJ1334* NAD 83(1996)-  41 48 59.81446(N)    095 48 32.10214(W)     ADJUSTED  
 MJ1334* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 MJ1334  ___________________________________________________________________
 MJ1334  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 MJ1334  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 MJ1334
 MJ1334  HORZ ORDER  -  SECOND
 MJ1334
 MJ1334.The horizontal coordinates were established by classical geodetic methods
 MJ1334.and adjusted by the National Geodetic Survey in May 1999..
 MJ1334
 MJ1334.The orthometric height was scaled from a topographic map.
 MJ1334
 MJ1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1334
 MJ1334.The geoid height was determined by GEOID03.
 MJ1334
 MJ1334;                    North         East     Units Scale Factor Converg.
 MJ1334;SPC IA S     -   204,285.658   308,177.545   MT  1.00000608   -1 31 15.2
 MJ1334;SPC IA N     - 1,037,788.702 1,308,169.525   MT  1.00005478   -1 33 53.5
 MJ1334;UTM  15      - 4,633,230.214   266,694.903   MT  1.00026985   -1 52 25.3
 MJ1334
 MJ1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1334!SPC IA S     -   0.99993608  x   1.00000608  =   0.99994216
 MJ1334!SPC IA N     -   0.99993608  x   1.00005478  =   0.99999085
 MJ1334!UTM  15      -   0.99993608  x   1.00026985  =   1.00020591
 MJ1334
 MJ1334:                Primary Azimuth Mark                     Grid Az
 MJ1334:SPC IA S     -  HARRIS AZ MK                             044 52 54.0
 MJ1334:SPC IA N     -  HARRIS AZ MK                             044 55 32.3
 MJ1334:UTM  15      -  HARRIS AZ MK                             045 14 04.1
 MJ1334
 MJ1334|---------------------------------------------------------------------|
 MJ1334| PID    Reference Object                     Distance      Geod. Az  |
 MJ1334|                                                           dddmmss.s |
 MJ1334| CL7053 HARRIS AZ MK                                       0432138.8 |
 MJ1334| MJ1309 LOGAN MUNICIPAL TANK                APPROX.19.0 KM 1772907.3 |
 MJ1334| CL7054 HARRIS RM 1                          28.120 METERS 20601     |
 MJ1334| CL7055 HARRIS RM 2                          21.590 METERS 32713     |
 MJ1334|---------------------------------------------------------------------|
 MJ1334
 MJ1334                          SUPERSEDED SURVEY CONTROL
 MJ1334
 MJ1334  NAD 83(1996)-  41 48 59.81475(N)    095 48 32.10309(W) AD(       ) 2
 MJ1334  NAD 83(1986)-  41 48 59.81716(N)    095 48 32.10416(W) AD(       ) 2
 MJ1334  NAD 27      -  41 48 59.86000(N)    095 48 31.07400(W) AD(       ) 2
 MJ1334
 MJ1334.Superseded values are not recommended for survey control.
 MJ1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1334.See file dsdata.txt to determine how the superseded data were derived.
 MJ1334
 MJ1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG6669533230(NAD 83)
 MJ1334_MARKER: DS = TRIANGULATION STATION DISK
 MJ1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1334
 MJ1334  HISTORY     - Date     Condition        Report By
 MJ1334  HISTORY     - 1950     MONUMENTED       CGS
 MJ1334  HISTORY     - 1974     SEE DESCRIPTION  NGS
 MJ1334
 MJ1334                          STATION DESCRIPTION
 MJ1334
 MJ1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1334'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF THE
 MJ1334'TOWN OF WOODBINE, 6 MILES EAST-NORTHEAST OF PISGAH AND 0.2
 MJ1334'MILE SOUTH OF A CROSSROAD WITH A SCHOOL HOUSE IN NORTHEAST
 MJ1334'ANGLE OF ROADS.  IT IS 36 FEET SOUTHEAST OF A BOX ELDER TREE
 MJ1334'WITH A TRIANGLE BLAZE, 23 FEET EAST OF THE CENTERLINE OF THE
 MJ1334'ROAD, 2 FEET NORTHEAST OF A FENCE POST WITH A TRIANGLE BLAZE, 1
 MJ1334'FOOT EAST OF THE RIGHT-OF-WAY FENCE AND 1 FOOT NORTH OF A
 MJ1334'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 MJ1334'STAMPED HARRIS 1950.
 MJ1334'
 MJ1334'REFERENCE MARK NO. 1 IS 17 FEET WEST OF THE CENTERLINE OF
 MJ1334'THE ROAD AND 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS
 MJ1334'4 INCHES AND THE DISK IS STAMPED HARRIS NO 1 1950.
 MJ1334'
 MJ1334'REFERENCE MARK NO. 2 IS 16 FEET WEST OF THE CENTERLINE OF THE
 MJ1334'ROAD AND 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS 4
 MJ1334'INCHES AND THE DISK IS STAMPED HARRIS NO 2 1950.
 MJ1334'
 MJ1334'AZIMUTH MARK IS 20 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MJ1334'5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 3.5 FEET NORTHEAST
 MJ1334'OF A TELEPHONE POLE AND 3 FEET WEST OF A WITNESS POST.  THE
 MJ1334'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HARRIS 1950.
 MJ1334'
 MJ1334'TO REACH FROM THE POST OFFICE IN WOODBINE, GO WEST 1/2 BLOCK,
 MJ1334'TURN RIGHT (NORTH) ON BRICK AND GRAVELED ROAD 2.0 MILES TO
 MJ1334'A FORK, TAKE LEFT FORK (MAIN ROAD) NORTH AND WEST FOR 6.0
 MJ1334'MILES TO A SIDE ROAD LEFT, TURN LEFT (WEST) ON DIRT ROAD 2.15
 MJ1334'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST 0.25
 MJ1334'MILE TO CROSSROADS WITH A SCHOOL HOUSE IN THE NORTHEAST ANGLE,
 MJ1334'TURN LEFT (SOUTH) 0.2 MILE TO TOP OF HILL AND THE STATION
 MJ1334'ON THE LEFT OR EAST SIDE OF ROAD.
 MJ1334'
 MJ1334'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MJ1334
 MJ1334                          STATION RECOVERY (1974)
 MJ1334
 MJ1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MJ1334'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE PREVIOUSLY
 MJ1334'REPORTED DESTROYED.  THE UNDERGROUND MARK WAS SEARCHED FOR
 MJ1334'AND NOT FOUND, HOWEVER IT IS BELIEVED THE MARK IS STILL IN
 MJ1334'ITS ORIGINAL POSITION.  ALL TIES MENTIONED IN THE PREVIOUS
 MJ1334'DESCRIPTION HAVE BEEN REMOVED WITH THE EXCEPTION OF THE ROAD.
 MJ1334'THE AZIMUTH MARK WAS ALSO SEARCHED FOR AND NOT FOUND.
 MJ1334'
 MJ1334'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 MJ1334'EAST-NORTHEAST OF PISGAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0449 ***********************************************************************
 MK0449  DESIGNATION -  HARRIS AZ MK
 MK0449  PID         -  MK0449
 MK0449  STATE/COUNTY-  IA/HARRISON
 MK0449  USGS QUAD   -  MODALE (1970)
 MK0449
 MK0449                         *CURRENT SURVEY CONTROL
 MK0449  ___________________________________________________________________
 MK0449* NAD 83(1986)-  41 33 02.     (N)    096 04 23.     (W)     SCALED    
 MK0449* NAVD 88     -       306.325  (meters)    1005.00   (feet)  ADJUSTED  
 MK0449  ___________________________________________________________________
 MK0449  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 MK0449  DYNAMIC HT  -         306.185 (meters)    1004.54  (feet)  COMP
 MK0449  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 MK0449
 MK0449  VERT ORDER  -  SECOND    CLASS 0
 MK0449
 MK0449.The horizontal coordinates were scaled from a topographic map and have
 MK0449.an estimated accuracy of +/- 6 seconds.
 MK0449
 MK0449.The orthometric height was determined by differential leveling
 MK0449.and adjusted by the National Geodetic Survey in June 1991..
 MK0449
 MK0449.The geoid height was determined by GEOID03.
 MK0449
 MK0449.The dynamic height is computed by dividing the NAVD 88
 MK0449.geopotential number by the normal gravity value computed on the
 MK0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0449.degrees latitude (g = 980.6199 gals.).
 MK0449
 MK0449.The modeled gravity was interpolated from observed gravity values.
 MK0449
 MK0449;                    North         East    Units  Estimated Accuracy
 MK0449;SPC IA S     -   175,360.      285,370.      MT  (+/- 180 meters Scaled)
 MK0449
 MK0449                          SUPERSEDED SURVEY CONTROL
 MK0449
 MK0449  NGVD 29 (??/??/92)  306.183  (m)         1004.54   (f) ADJ UNCH    2 0
 MK0449
 MK0449.Superseded values are not recommended for survey control.
 MK0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0449.See file dsdata.txt to determine how the superseded data were derived.
 MK0449
 MK0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM441040(NAD 83)
 MK0449_MARKER: DB = BENCH MARK DISK
 MK0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0449_STAMPING: HARRIS 1947
 MK0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0449+STABILITY: SURFACE MOTION
 MK0449
 MK0449  HISTORY     - Date     Condition        Report By
 MK0449  HISTORY     - 1947     MONUMENTED       CGS
 MK0449  HISTORY     - 1948     GOOD             NGS
 MK0449
 MK0449                          STATION DESCRIPTION
 MK0449
 MK0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0449'4.4 MI SW FROM CALIFORNIA JUNCTION.
 MK0449'0.5 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE STATION AT
 MK0449'CALIFORNIA JUNCTION, THENCE 3.9 MILES WEST ALONG U.S. HIGHWAY NO.
 MK0449'30, 98.6 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 16.0 FEET
 MK0449'WEST OF THE CENTER LINE OF A FARM ROAD LEADING SOUTH INTO A
 MK0449'CULTIVATED FIELD, 1.4 FEET NORTH OF A FENCE, 2.4 FEET WEST OF A
 MK0449'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MK0449'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0450 ***********************************************************************
 MK0450  DESIGNATION -  HARRIS RM 1
 MK0450  PID         -  MK0450
 MK0450  STATE/COUNTY-  IA/HARRISON
 MK0450  USGS QUAD   -  MODALE (1970)
 MK0450
 MK0450                         *CURRENT SURVEY CONTROL
 MK0450  ___________________________________________________________________
 MK0450* NAD 83(1986)-  41 33 02.     (N)    096 04 34.     (W)     SCALED    
 MK0450* NAVD 88     -       307.230  (meters)    1007.97   (feet)  ADJUSTED  
 MK0450  ___________________________________________________________________
 MK0450  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 MK0450  DYNAMIC HT  -         307.089 (meters)    1007.51  (feet)  COMP
 MK0450  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 MK0450
 MK0450  VERT ORDER  -  SECOND    CLASS 0
 MK0450
 MK0450.The horizontal coordinates were scaled from a topographic map and have
 MK0450.an estimated accuracy of +/- 6 seconds.
 MK0450
 MK0450.The orthometric height was determined by differential leveling
 MK0450.and adjusted by the National Geodetic Survey in June 1991..
 MK0450
 MK0450.The geoid height was determined by GEOID03.
 MK0450
 MK0450.The dynamic height is computed by dividing the NAVD 88
 MK0450.geopotential number by the normal gravity value computed on the
 MK0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0450.degrees latitude (g = 980.6199 gals.).
 MK0450
 MK0450.The modeled gravity was interpolated from observed gravity values.
 MK0450
 MK0450;                    North         East    Units  Estimated Accuracy
 MK0450;SPC IA S     -   175,370.      285,110.      MT  (+/- 180 meters Scaled)
 MK0450
 MK0450                          SUPERSEDED SURVEY CONTROL
 MK0450
 MK0450  NGVD 29 (??/??/92)  307.087  (m)         1007.50   (f) ADJ UNCH    2 0
 MK0450
 MK0450.Superseded values are not recommended for survey control.
 MK0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0450.See file dsdata.txt to determine how the superseded data were derived.
 MK0450
 MK0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM438040(NAD 83)
 MK0450_MARKER: DR = REFERENCE MARK DISK
 MK0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0450_STAMPING: HARRIS NO 1 1947
 MK0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0450+STABILITY: SURFACE MOTION
 MK0450
 MK0450  HISTORY     - Date     Condition        Report By
 MK0450  HISTORY     - 1947     MONUMENTED       CGS
 MK0450  HISTORY     - 1948     GOOD             NGS
 MK0450
 MK0450                          STATION DESCRIPTION
 MK0450
 MK0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0450'4.6 MI SW FROM CALIFORNIA JUNCTION.
 MK0450'0.5 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE STATION AT
 MK0450'CALIFORNIA JUNCTION, THENCE 4.1 MILES WEST ALONG U.S. HIGHWAY NO.
 MK0450'30, ABOUT 0.5 MILE EAST OF THE EAST END OF THE BLAIR BRIDGE
 MK0450'APPROACH, 99.4 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MK0450'87.0 FEET EAST OF THE CENTER LINE OF A WOODS ROAD LEADING SOUTH,
 MK0450'72.6 FEET SOUTHEAST OF THE HARRIS TRIANGULATION STATION, 0.8 FOOT
 MK0450'NORTH OF A FENCE, SET IN TOP OF A CONCRETE POST PROJECTING 0.5
 MK0450'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0809 ***********************************************************************
 OP0809  DESIGNATION -  HARRIS RM 1
 OP0809  PID         -  OP0809
 OP0809  STATE/COUNTY-  IA/OSCEOLA
 OP0809  USGS QUAD   -  HARRIS (1970)
 OP0809
 OP0809                         *CURRENT SURVEY CONTROL
 OP0809  ___________________________________________________________________
 OP0809* NAD 83(1996)-  43 25 50.96955(N)    095 26 01.48680(W)     ADJUSTED  
 OP0809* NAVD 88     -       471.1    (meters)    1546.     (feet)  VERTCON   
 OP0809  ___________________________________________________________________
 OP0809  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 OP0809  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 OP0809
 OP0809  HORZ ORDER  -  SECOND
 OP0809
 OP0809.The horizontal coordinates were established by classical geodetic methods
 OP0809.and adjusted by the National Geodetic Survey in May 1999..
 OP0809
 OP0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0809
 OP0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0809
 OP0809.The geoid height was determined by GEOID03.
 OP0809
 OP0809;                    North         East     Units Scale Factor Converg.
 OP0809;SPC IA N     - 1,216,270.951 1,343,434.893   MT  1.00003413   -1 18 38.1
 OP0809;SPC MN S     -   148,889.786   683,905.986   MT  1.00009498   -1 00 17.8
 OP0809;UTM  15      - 4,811,536.002   303,017.591   MT  1.00007732   -1 40 25.3
 OP0809
 OP0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0809!SPC IA N     -   0.99993041  x   1.00003413  =   0.99996454
 OP0809!SPC MN S     -   0.99993041  x   1.00009498  =   1.00002539
 OP0809!UTM  15      -   0.99993041  x   1.00007732  =   1.00000773
 OP0809
 OP0809:                Primary Azimuth Mark                     Grid Az
 OP0809:SPC IA N     -  LAKE PARK                                076 26 46.5
 OP0809:SPC MN S     -  LAKE PARK                                076 08 26.2
 OP0809:UTM  15      -  LAKE PARK                                076 48 33.7
 OP0809
 OP0809|---------------------------------------------------------------------|
 OP0809| PID    Reference Object                     Distance      Geod. Az  |
 OP0809|                                                           dddmmss.s |
 OP0809| OP0806 LAKE PARK                           APPROX. 5.5 KM 0750808.4 |
 OP0809| OP0810 HARRIS                                5.331 METERS 22321     |
 OP0809|---------------------------------------------------------------------|
 OP0809
 OP0809                          SUPERSEDED SURVEY CONTROL
 OP0809
 OP0809  NAD 83(1996)-  43 25 50.96955(N)    095 26 01.48680(W) AD(       ) 2
 OP0809  NAD 83(1986)-  43 25 50.96512(N)    095 26 01.47725(W) AD(       ) 2
 OP0809  NAD 27      -  43 25 51.08875(N)    095 26 00.46630(W) AD(       ) 2
 OP0809  NGVD 29 (07/19/86)  470.9    (m)         1545.     (f) VERT ANG       
 OP0809
 OP0809.Superseded values are not recommended for survey control.
 OP0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0809.See file dsdata.txt to determine how the superseded data were derived.
 OP0809
 OP0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0301811536(NAD 83)
 OP0809_MARKER: DR = REFERENCE MARK DISK
 OP0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0809+STABILITY: SURFACE MOTION
 OP0809
 OP0809  HISTORY     - Date     Condition        Report By
 OP0809  HISTORY     - 1971     MONUMENTED       NGS
 OP0809
 OP0809                          STATION DESCRIPTION
 OP0809
 OP0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0809'THE STATION IS LOCATED IN THE TRIANGLE OF A Y-INTERSECTION
 OP0809'OF STATE HIGHWAY 238 AND 9, 1 MILE SOUTH OF HARRIS AND ON
 OP0809'STATE HIGHWAY PROPERTY.  IN THE SOUTHEAST 1/4 OF SEC. 34,
 OP0809'T 100 N, R 39 W.
 OP0809'
 OP0809'THE STATION MARK, A STANDARD REFERENCE DISK STAMPED HARRIS
 OP0809'NO 1 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP0809'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 76
 OP0809'FEET NORTHWEST OF TELEPHONE POLE NUMBER 300-1, 75 FEET
 OP0809'NORTH OF THE CENTER OF STATE HIGHWAY 9 AND 51 FEET SOUTHEAST
 OP0809'OF THE CENTER OF THE WEST FORK OF THE Y-INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0452 ***********************************************************************
 MK0452  DESIGNATION -  HARRIS RM 2
 MK0452  PID         -  MK0452
 MK0452  STATE/COUNTY-  IA/HARRISON
 MK0452  USGS QUAD   -  MODALE (1970)
 MK0452
 MK0452                         *CURRENT SURVEY CONTROL
 MK0452  ___________________________________________________________________
 MK0452* NAD 83(1986)-  41 33 02.     (N)    096 04 34.     (W)     SCALED    
 MK0452* NAVD 88     -       307.994  (meters)    1010.48   (feet)  ADJUSTED  
 MK0452  ___________________________________________________________________
 MK0452  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 MK0452  DYNAMIC HT  -         307.852 (meters)    1010.01  (feet)  COMP
 MK0452  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 MK0452
 MK0452  VERT ORDER  -  SECOND    CLASS 0
 MK0452
 MK0452.The horizontal coordinates were scaled from a topographic map and have
 MK0452.an estimated accuracy of +/- 6 seconds.
 MK0452
 MK0452.The orthometric height was determined by differential leveling
 MK0452.and adjusted by the National Geodetic Survey in June 1991..
 MK0452
 MK0452.The geoid height was determined by GEOID03.
 MK0452
 MK0452.The dynamic height is computed by dividing the NAVD 88
 MK0452.geopotential number by the normal gravity value computed on the
 MK0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0452.degrees latitude (g = 980.6199 gals.).
 MK0452
 MK0452.The modeled gravity was interpolated from observed gravity values.
 MK0452
 MK0452;                    North         East    Units  Estimated Accuracy
 MK0452;SPC IA S     -   175,370.      285,110.      MT  (+/- 180 meters Scaled)
 MK0452
 MK0452                          SUPERSEDED SURVEY CONTROL
 MK0452
 MK0452  NGVD 29 (??/??/92)  307.851  (m)         1010.01   (f) ADJ UNCH    2 0
 MK0452
 MK0452.Superseded values are not recommended for survey control.
 MK0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0452.See file dsdata.txt to determine how the superseded data were derived.
 MK0452
 MK0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM438040(NAD 83)
 MK0452_MARKER: DR = REFERENCE MARK DISK
 MK0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0452_STAMPING: HARRIS NO 2 1947
 MK0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0452+STABILITY: SURFACE MOTION
 MK0452
 MK0452  HISTORY     - Date     Condition        Report By
 MK0452  HISTORY     - 1947     MONUMENTED       CGS
 MK0452  HISTORY     - 1948     GOOD             NGS
 MK0452
 MK0452                          STATION DESCRIPTION
 MK0452
 MK0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0452'4.6 MI SW FROM CALIFORNIA JUNCTION.
 MK0452'0.5 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE STATION AT
 MK0452'CALIFORNIA JUNCTION, THENCE 4.1 MILES WEST ALONG U.S. HIGHWAY
 MK0452'NO. 30, ABOUT 0.5 MILE EAST OF THE EAST END OF THE BLAIR BRIDGE
 MK0452'APPROACH, 108.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MK0452'80.5 FEET SOUTHWEST OF THE HARRIS TRIANGULATION STATION, 10.5
 MK0452'FEET SOUTH OF THE SOUTH END OF A LARGE BILL-BOARD, 51.0 FEET WEST
 MK0452'OF THE CENTER LINE OF A WOODS ROAD LEADING SOUTH, 8.0 FEET SOUTH
 MK0452'OF A FENCE, SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MK0452'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0488 ***********************************************************************
 MH0488  DESIGNATION -  HARTFORD
 MH0488  PID         -  MH0488
 MH0488  STATE/COUNTY-  IA/IOWA
 MH0488  USGS QUAD   -  HARTWICK (1968)
 MH0488
 MH0488                         *CURRENT SURVEY CONTROL
 MH0488  ___________________________________________________________________
 MH0488* NAD 83(1996)-  41 45 47.94655(N)    092 17 47.55694(W)     ADJUSTED  
 MH0488* NAVD 88     -       285.6    (meters)     937.     (feet)  VERTCON   
 MH0488  ___________________________________________________________________
 MH0488  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 MH0488  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 MH0488
 MH0488  HORZ ORDER  -  FIRST
 MH0488
 MH0488.The horizontal coordinates were established by classical geodetic methods
 MH0488.and adjusted by the National Geodetic Survey in May 1999..
 MH0488
 MH0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0488
 MH0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0488
 MH0488.The geoid height was determined by GEOID03.
 MH0488
 MH0488;                    North         East     Units Scale Factor Converg.
 MH0488;SPC IA S     -   196,512.262   600,072.363   MT  0.99999651   +0 47 33.8
 MH0488;UTM  15      - 4,623,737.386   558,474.141   MT  0.99964207   +0 28 06.8
 MH0488
 MH0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0488!SPC IA S     -   0.99996022  x   0.99999651  =   0.99995673
 MH0488!UTM  15      -   0.99996022  x   0.99964207  =   0.99960230
 MH0488
 MH0488:                Primary Azimuth Mark                     Grid Az
 MH0488:SPC IA S     -  VICTOR MUNICIPAL TANK                    173 03 08.2
 MH0488:UTM  15      -  VICTOR MUNICIPAL TANK                    173 22 35.2
 MH0488
 MH0488|---------------------------------------------------------------------|
 MH0488| PID    Reference Object                     Distance      Geod. Az  |
 MH0488|                                                           dddmmss.s |
 MH0488| MH0471 VICTOR MUNICIPAL TANK               APPROX. 3.7 KM 1735042.0 |
 MH0488| MH0479 BROOKLYN NEW MUN TANK               APPROX.13.3 KM 2543908.5 |
 MH0488| CL8691 HARTFORD AZ MK                                     2573529.5 |
 MH0488| CL8692 HARTFORD RM 1                        34.949 METERS 26009     |
 MH0488| CL8693 HARTFORD RM 2                        27.202 METERS 35317     |
 MH0488|---------------------------------------------------------------------|
 MH0488
 MH0488                          SUPERSEDED SURVEY CONTROL
 MH0488
 MH0488  NAD 83(1986)-  41 45 47.95313(N)    092 17 47.56309(W) AD(       ) 1
 MH0488  NAD 27      -  41 45 47.95299(N)    092 17 46.89963(W) AD(       ) 1
 MH0488  NGVD 29 (07/19/86)  285.6    (m)          937.     (f) VERT ANG       
 MH0488
 MH0488.Superseded values are not recommended for survey control.
 MH0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0488.See file dsdata.txt to determine how the superseded data were derived.
 MH0488
 MH0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5847423737(NAD 83)
 MH0488_MARKER: DS = TRIANGULATION STATION DISK
 MH0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0488_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0488
 MH0488  HISTORY     - Date     Condition        Report By
 MH0488  HISTORY     - 1969     MONUMENTED       CGS
 MH0488
 MH0488                          STATION DESCRIPTION
 MH0488
 MH0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0488'THE STATION IS LOCATED ABOUT 8 MILES EAST-NORTHEAST OF BROOKLYN,
 MH0488'6 MILES WEST OF LADORA, 2 MILES NORTH OF VICTOR, IN THE SOUTHWEST
 MH0488'1/4 SECTION OF SECTION 6, T8ON, R12W AND ON THE PROPERTY OWNED
 MH0488'BY MR. EDWARD WALTERS.
 MH0488'
 MH0488'TO REACH THE STATION FROM THE POST OFFICE IN VICTOR, GO WEST ON
 MH0488'SECOND ST. FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAY 419.  TURN
 MH0488'RIGHT AND GO NORTH FOR 1.0 MILE TO THE END OF STATE HIGHWAY 419
 MH0488'AND THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 21.  CONTINUE
 MH0488'AHEAD NORTH ON A GRAVELED ROAD FOR 1.2 MILES TO A SIDE ROAD
 MH0488'LEFT.  (TO REACH THE AZIMUTH MARK, TURN LEFT AND GO WEST ON
 MH0488'A GRAVELED ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT AS
 MH0488'DESCRIBED.) CONTINUE AHEAD NORTH ON THE GRAVELED ROAD FOR
 MH0488'0.15 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO EAST
 MH0488'ON THE DRIVEWAY FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 MH0488'
 MH0488'THE STATION MARK IS A STANDARD DISK STAMPED HARTFORD 1969,
 MH0488'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0488'DIAMETER AND IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 90
 MH0488'FEET SOUTH OF A FENCE CORNER, 74 FEET WEST OF THE SOUTH GATE
 MH0488'POST AND 14 FEET EAST OF A FENCE CORNER.
 MH0488'
 MH0488'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HARTFORD NO 1 1969,
 MH0488'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0488'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 101 FEET
 MH0488'WEST OF A FENCE CORNER, 19 FEET SOUTH OF A FENCE CORNER AND 1
 MH0488'FOOT EAST OF A FENCE.
 MH0488'
 MH0488'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HARTFORD NO 2 1969,
 MH0488'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0488'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 88 FEET NORTH
 MH0488'OF A FENCE CORNER, 35 FEET WEST OF A 24-INCH OAK TREE AND 1 FOOT
 MH0488'SOUTHEAST OF A FENCE CORNER.
 MH0488'
 MH0488'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HARTFORD 1969, SET
 MH0488'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH
 MH0488'ABOVE THE GROUND SURFACE.  IT IS 28 FEET EAST OF THE CENTER OF THE
 MH0488'DRIVEWAY, 6 FEET SOUTHEAST OF A POWER POLE AND 1 FOOT NORTH
 MH0488'OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0804 ***********************************************************************
 OP0804  DESIGNATION -  HARTLEY
 OP0804  PID         -  OP0804
 OP0804  STATE/COUNTY-  IA/O BRIEN
 OP0804  USGS QUAD   -  HARTLEY (1970)
 OP0804
 OP0804                         *CURRENT SURVEY CONTROL
 OP0804  ___________________________________________________________________
 OP0804* NAD 83(1996)-  43 11 06.86825(N)    095 29 11.31638(W)     ADJUSTED  
 OP0804* NAVD 88     -       448.7    (meters)    1472.     (feet)  VERTCON   
 OP0804  ___________________________________________________________________
 OP0804  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 OP0804  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 OP0804
 OP0804  HORZ ORDER  -  FIRST
 OP0804
 OP0804.The horizontal coordinates were established by classical geodetic methods
 OP0804.and adjusted by the National Geodetic Survey in May 1999..
 OP0804
 OP0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0804
 OP0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0804
 OP0804.The geoid height was determined by GEOID03.
 OP0804
 OP0804;                    North         East     Units Scale Factor Converg.
 OP0804;SPC IA N     - 1,189,093.197 1,338,525.306   MT  0.99998614   -1 20 46.8
 OP0804;UTM  15      - 4,784,387.387   297,937.151   MT  1.00010229   -1 42 08.0
 OP0804
 OP0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0804!SPC IA N     -   0.99993400  x   0.99998614  =   0.99992014
 OP0804!UTM  15      -   0.99993400  x   1.00010229  =   1.00003629
 OP0804
 OP0804|---------------------------------------------------------------------|
 OP0804| PID    Reference Object                     Distance      Geod. Az  |
 OP0804|                                                           dddmmss.s |
 OP0804| CO3650 HARTLEY RM 1                         30.821 METERS 13024     |
 OP0804| OP0803 HARTLEY MUN TANK                    APPROX. 1.0 KM 1380930.8 |
 OP0804| OP0815 GAZA NW IOWA PWR COOP MAST          APPROX.17.3 KM 2074248.0 |
 OP0804| CO3649 HARTLEY AZ MK                                      2592747.1 |
 OP0804| OP0816 SANBORN MUN TANK                    APPROX.14.1 KM 2682702.5 |
 OP0804| CO3651 HARTLEY RM 2                         23.483 METERS 31256     |
 OP0804|---------------------------------------------------------------------|
 OP0804
 OP0804                          SUPERSEDED SURVEY CONTROL
 OP0804
 OP0804  NAD 83(1996)-  43 11 06.86826(N)    095 29 11.31638(W) AD(       ) 1
 OP0804  NAD 83(1986)-  43 11 06.86596(N)    095 29 11.30651(W) AD(       ) 1
 OP0804  NAD 27      -  43 11 06.96174(N)    095 29 10.27875(W) AD(       ) 1
 OP0804  NGVD 29 (07/19/86)  448.5    (m)         1471.     (f) VERT ANG       
 OP0804
 OP0804.Superseded values are not recommended for survey control.
 OP0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0804.See file dsdata.txt to determine how the superseded data were derived.
 OP0804
 OP0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH9793784387(NAD 83)
 OP0804_MARKER: DS = TRIANGULATION STATION DISK
 OP0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0804_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0804
 OP0804  HISTORY     - Date     Condition        Report By
 OP0804  HISTORY     - 1971     MONUMENTED       NGS
 OP0804
 OP0804                          STATION DESCRIPTION
 OP0804
 OP0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0804'THE STATION IS LOCATED IN THE NORTHWEST PART OF HARTLEY IN
 OP0804'THE SOUTHWEST CORNER OF THE HARTLEY HIGH SCHOOL GROUNDS.  IT
 OP0804'IS IN THE SW CORNER OF SEC. 29, R. 39 W., T. 97 N. AND ON
 OP0804'PROPERTY OWNED BY HARTLEY PUBLIC SCHOOL DISTRICT WHOSE TELEPHONE
 OP0804'NUMBER IS 728-2022.
 OP0804'
 OP0804'TO REACH THE STATION FROM THE POST OFFICE IN HARTLEY, GO NORTH
 OP0804'ON CENTRAL STREET FOR 0.25 MILE TO THE JUNCTION OF U.S. HIGHWAY
 OP0804'18.  TURN LEFT AND GO WEST ON U.S. HIGHWAY 18 FOR 0.45 MILE TO
 OP0804'THE SOUTHWEST CORNER OF THE SCHOOL GROUNDS AND THE STATION ON THE
 OP0804'RIGHT.
 OP0804'
 OP0804'STATION MARKS ARE STANDARD DISKS STAMPED HARTLEY 1971.  THE
 OP0804'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP0804'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 124 FEET
 OP0804'NORTH OF THE CENTER OF U.S. HIGHWAY 18, 100 FEET EAST OF THE
 OP0804'CENTER OF COUNTY ROAD M 12 AND 63 FEET NORTHEAST OF A POWER
 OP0804'POLE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OP0804'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 OP0804'
 OP0804'REFERENCE MARK 1, A STANDARD DISK STAMPED HARTLEY NO 1 1971,
 OP0804'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0804'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 60 FEET NORTH
 OP0804'OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTH OF A TELEPHONE
 OP0804'POLE.
 OP0804'
 OP0804'REFERENCE MARK 2, A STANDARD DISK STAMPED HARTLEY NO 2 1971,
 OP0804'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0804'THAT PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 83 FEET
 OP0804'NORTH OF THE POWER POLE, 44 FEET EAST OF THE CENTER OF THE ROAD
 OP0804'AND 2 FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER.
 OP0804'
 OP0804'THE AZIMUTH MARK, A STANDARD DISK STAMPED HARTLEY 1971, IS SET
 OP0804'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 OP0804'1 INCH BELOW THE GROUND SURFACE.  IT IS 50 FEET SOUTH OF THE
 OP0804'CENTER OF THE HIGHWAY, 26 FEET WEST OF A POWER POLE WITH A
 OP0804'TRANSFORMER, 2.5 FEET NORTHWEST OF A METAL WITNESS POST AND 2
 OP0804'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 OP0804'
 OP0804'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 OP0804'HIGHWAY 18 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OP0804'
 OP0804'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0803 ***********************************************************************
 OP0803  DESIGNATION -  HARTLEY MUN TANK
 OP0803  PID         -  OP0803
 OP0803  STATE/COUNTY-  IA/O BRIEN
 OP0803  USGS QUAD   -  HARTLEY (1970)
 OP0803
 OP0803                         *CURRENT SURVEY CONTROL
 OP0803  ___________________________________________________________________
 OP0803* NAD 83(1996)-  43 10 42.56573(N)    095 28 41.58351(W)     ADJUSTED  
 OP0803* NAVD 88     -       471.     (meters)    1545.     (feet)  VERTCON   
 OP0803  ___________________________________________________________________
 OP0803  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 OP0803  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 OP0803
 OP0803  HORZ ORDER  -  THIRD
 OP0803
 OP0803.The horizontal coordinates were established by classical geodetic methods
 OP0803.and adjusted by the National Geodetic Survey in May 1999..
 OP0803
 OP0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0803
 OP0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0803
 OP0803.The geoid height was determined by GEOID03.
 OP0803
 OP0803;                    North         East     Units Scale Factor Converg.
 OP0803;SPC IA N     - 1,188,327.693 1,339,178.995   MT  0.99998508   -1 20 26.6
 OP0803;UTM  15      - 4,783,617.750   298,586.149   MT  1.00009907   -1 41 46.8
 OP0803
 OP0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0803!SPC IA N     -   0.99993048  x   0.99998508  =   0.99991556
 OP0803!UTM  15      -   0.99993048  x   1.00009907  =   1.00002954
 OP0803
 OP0803                          SUPERSEDED SURVEY CONTROL
 OP0803
 OP0803  NAD 83(1996)-  43 10 42.56573(N)    095 28 41.58351(W) AD(       ) 4
 OP0803  NAD 83(1986)-  43 10 42.56311(N)    095 28 41.57333(W) AD(       ) 4
 OP0803  NAD 27      -  43 10 42.66009(N)    095 28 40.54711(W) AD(       ) 3
 OP0803  NGVD 29 (07/19/86)  471.     (m)         1545.     (f) VERT ANG       
 OP0803
 OP0803.Superseded values are not recommended for survey control.
 OP0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0803.See file dsdata.txt to determine how the superseded data were derived.
 OP0803
 OP0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH9858683618(NAD 83)
 OP0803_MARKER: 53 = ELEVATED TANK
 OP0803
 OP0803  HISTORY     - Date     Condition        Report By
 OP0803  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP0803
 OP0803                          STATION DESCRIPTION
 OP0803
 OP0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0803'THE HARTLEY MUNICIPAL WATER TANK IS LOCATED IN THE SOUTHWEST
 OP0803'SECTION OF TOWN, IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 OP0803'FORMED BY 1ST AVENUE AND 2ND STREET.
 OP0803'
 OP0803'THE TANK IS WOOD, SET ON FOUR STEEL LEGS, ABOUT 100 FEET HIGH,
 OP0803'PAINTED SILVER WITH THE LEGEND HARTLEY PAINTED ON THE SIDE, AND
 OP0803'A RED CONICAL ROOF WITH A BALL AT THE APEX.
 OP0803'
 OP0803'THE POINT INTERSECTED WAS THE BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0487 ***********************************************************************
 MH0487  CBN         -  This is a Cooperative Base Network Control Station.
 MH0487  DESIGNATION -  HARTWICK
 MH0487  PID         -  MH0487
 MH0487  STATE/COUNTY-  IA/IOWA
 MH0487  USGS QUAD   -  HARTWICK (1968)
 MH0487
 MH0487                         *CURRENT SURVEY CONTROL
 MH0487  ___________________________________________________________________
 MH0487* NAD 83(1996)-  41 49 50.45491(N)    092 17 18.64371(W)     ADJUSTED  
 MH0487* NAVD 88     -       285.2    (meters)     936.     (feet)  GPS OBS   
 MH0487  ___________________________________________________________________
 MH0487  X           -    -190,063.771 (meters)                     COMP
 MH0487  Y           -  -4,755,954.741 (meters)                     COMP
 MH0487  Z           -   4,231,778.303 (meters)                     COMP
 MH0487  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 MH0487  ELLIP HEIGHT-         253.32  (meters)          (06/15/04) GPS OBS
 MH0487  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MH0487
 MH0487  HORZ ORDER  -  B
 MH0487  ELLP ORDER  -  FOURTH    CLASS I
 MH0487
 MH0487.The horizontal coordinates were established by GPS observations
 MH0487.and adjusted by the National Geodetic Survey in August 1997..
 MH0487
 MH0487.The orthometric height was determined by GPS observations and a
 MH0487.high-resolution geoid model.
 MH0487
 MH0487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0487
 MH0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0487
 MH0487.The ellipsoidal height was determined by GPS observations
 MH0487.and is referenced to NAD 83.
 MH0487
 MH0487.The geoid height was determined by GEOID03.
 MH0487
 MH0487;                    North         East     Units Scale Factor Converg.
 MH0487;SPC IA S     -   204,002.838   600,635.963   MT  1.00000875   +0 47 52.8
 MH0487;SPC IA N     - 1,037,452.518 1,600,640.043   MT  1.00005120   +0 49 15.9
 MH0487;UTM  15      - 4,631,221.962   559,079.849   MT  0.99964295   +0 28 28.3
 MH0487
 MH0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0487!SPC IA S     -   0.99996027  x   1.00000875  =   0.99996902
 MH0487!SPC IA N     -   0.99996027  x   1.00005120  =   1.00001147
 MH0487!UTM  15      -   0.99996027  x   0.99964295  =   0.99960323
 MH0487
 MH0487:                Primary Azimuth Mark                     Grid Az
 MH0487:SPC IA S     -  VAN HORNE MUNICIPAL TANK                 039 09 00.9
 MH0487:SPC IA N     -  VAN HORNE MUNICIPAL TANK                 039 07 37.8
 MH0487:UTM  15      -  VAN HORNE MUNICIPAL TANK                 039 28 25.4
 MH0487
 MH0487|---------------------------------------------------------------------|
 MH0487| PID    Reference Object                     Distance      Geod. Az  |
 MH0487|                                                           dddmmss.s |
 MH0487| NK0549 VAN HORNE MUNICIPAL TANK            APPROX.25.7 KM 0395653.7 |
 MH0487| CL8694 HARTWICK RM 1                        19.880 METERS 08142     |
 MH0487| CL8697 HARTWICK RM 4                        19.838 METERS 08145     |
 MH0487| MH0458 MARENGO MUNICIPAL TANK              APPROX.19.0 KM 1024007.2 |
 MH0487| CL8696 HARTWICK RM 3                        42.102 METERS 15412     |
 MH0487| MH0486 AIR BCN 3 MI NE OF CANFORTH         APPROX. 8.0 KM 1864305.8 |
 MH0487| MH0579 AIR BEACON 4 MI W OF BROOKLYN       APPROX.21.1 KM 2395027.8 |
 MH0487| CL8695 HARTWICK RM 2 AZIMUTH                              3174005.3 |
 MH0487|---------------------------------------------------------------------|
 MH0487
 MH0487                          SUPERSEDED SURVEY CONTROL
 MH0487
 MH0487  ELLIP H (08/25/97)  253.36   (m)                       GP(       ) 4 1
 MH0487  NAD 83(1986)-  41 49 50.46146(N)    092 17 18.64995(W) AD(       ) 1
 MH0487  NAD 27      -  41 49 50.46900(N)    092 17 17.97800(W) AD(       ) 1
 MH0487  NGVD 29 (07/19/86)  285.3    (m)          936.     (f) VERT ANG       
 MH0487
 MH0487.Superseded values are not recommended for survey control.
 MH0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0487.See file dsdata.txt to determine how the superseded data were derived.
 MH0487
 MH0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5908031222(NAD 83)
 MH0487_MARKER: DS = TRIANGULATION STATION DISK
 MH0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0487_STAMPING: HARTWICK 1930
 MH0487_MARK LOGO: CGS   
 MH0487_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0487+STABILITY: SURFACE MOTION
 MH0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0487+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2005
 MH0487
 MH0487  HISTORY     - Date     Condition        Report By
 MH0487  HISTORY     - 1930     MONUMENTED       CGS
 MH0487  HISTORY     - 1934     GOOD             IOWAGS
 MH0487  HISTORY     - 1970     GOOD             USGS
 MH0487  HISTORY     - 1971     GOOD             NGS
 MH0487  HISTORY     - 19960919 GOOD             IADT
 MH0487  HISTORY     - 20050628 GOOD             IADT
 MH0487
 MH0487                          STATION DESCRIPTION
 MH0487
 MH0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0487'STATION IS ABOUT 4-1/2 MILES S AND 1/2 MILE W OF THE TOWN OF
 MH0487'BELL PLAINE, 2-3/4 MILES E AND 3 MILES N OF THE TOWN OF HARTWICK
 MH0487'ON THE E SIDE OF THE NW 1/4 OF SEC. 18, T 81 N, R 12 W, ON THE
 MH0487'OLD MONTGOMERY FARM, AND IS ON THE HIGHEST GROUND ABOUT
 MH0487'20 FEET W OF THE 1/2-SECTION-LINE ROAD FENCE AND 120 YARDS S OF
 MH0487'JUNCTION OF THAT ROAD WITH AN E AND W WINDING ROAD WHICH SKIRTS
 MH0487'THE BROW OF THE RIDGE.  THE STATION IS ABOUT 1/2 MILE W OF THE
 MH0487'BELLE PLAINE-VICTOR HIGHWAY.
 MH0487'
 MH0487'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MH0487'DISKS SET IN CONCRETE.
 MH0487'
 MH0487'REFERENCE MARK NO. 1 IS ON ROAD FENCE LINE ON W SIDE OF NE
 MH0487'1/4 OF SECTION 18, 120 YARDS S OF THE ROAD JUNCTION.  REFERENCE
 MH0487'MARK NO. 2 IS ON S SIDE OF ROAD ON FENCE LINE OF THE ROAD
 MH0487'WHICH BOUNDS SECTION 18 ON THE N AND IS ABOUT 1/3 MILE E
 MH0487'OF THE NW CORNER OF THE SECTION.  IT IS OPPOSITE A FARMHOUSE
 MH0487'WHICH IS ON THE N SIDE OF THE ROAD.
 MH0487'
 MH0487'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MH0487
 MH0487                          STATION RECOVERY (1934)
 MH0487
 MH0487'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MH0487'THE ORIGINAL DESCRIPTION IS SATISFACTORY.  THE TRIANGULATION
 MH0487'STATION AND REFERENCE MARKERS WERE ALL FOUND AND WERE IN GOOD
 MH0487'CONDITION.
 MH0487
 MH0487                          STATION RECOVERY (1970)
 MH0487
 MH0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JEK)
 MH0487'STATION MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.  R.M. 1
 MH0487'WAS FOUND DISTURBED AND R.M. 2 (AZIMUTH MARK) WAS NOT FOUND.
 MH0487'NO DISTANCES MEASURED TO R.M.S.  NO DIRECTION CHECK ON R.M.S.
 MH0487'THE OLD DESCRIPTION IS ADEQUATE.
 MH0487'
 MH0487'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 MH0487'MI S AND 1/2 MI W OF BELLA PLAINE
 MH0487
 MH0487                          STATION RECOVERY (1971)
 MH0487
 MH0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MH0487'THE STATION MARK AND REFERENCE MARK NO. 2 (AZIMUTH MARK) WERE
 MH0487'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 MH0487'WAS FOUND TILTED OUT OF POSITION.
 MH0487'
 MH0487'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 MH0487'
 MH0487'FOLLOWING IS A NEW DESCRIPTION.
 MH0487'
 MH0487'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 MH0487'21 AND 212 AT BELLE PLAINE, GO SOUTH ON STATE HIGHWAY 21 FOR 3.75
 MH0487'MILES TO TO WHERE STATE HIGHWAY 212 TURNS EAST.  CONTINUE SOUTH
 MH0487'ON STATE HIGHWAY 21 FOR 3.25 MILES TO A CROSSROAD AND ROAD
 MH0487'LEADING WEST TO HARTWICK.  TURN RIGHT AND GO WEST ON A GRAVELED
 MH0487'ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 MH0487'GO NORTH ON A GRAVELED ROAD FOR 2.3 MILES TO THE STATION ON THE
 MH0487'LEFT.
 MH0487'
 MH0487'STATION MARK, A STANDARD DISK STAMPED HARTWICK 1930, IS
 MH0487'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 14 INCHES
 MH0487'BELOW THE SURFACE OF THE GROUND.  IT IS 109 FEET NORTH
 MH0487'OF A T-FENCE CORNER POST, 32 FEET WEST OF THE CENTER OF A
 MH0487'GRAVELED ROAD, 21 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET WEST
 MH0487'OF A METAL WITNESS POST, AND 1 FOOT WEST OF A NORTH-SOUTH
 MH0487'FENCE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 MH0487'
 MH0487'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HARTWICK 1930
 MH0487'NO. 3 1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MH0487'PROJECTS 4 INCHES.  IT IS 31 FEET EAST OF THE CENTER OF A
 MH0487'GRAVELED ROAD, 17 FEET SOUTH OF AN EAST-WEST FENCE, 1 FOOT
 MH0487'SOUTHWEST OF THE SOUTH GATE POST AT THE SOUTH FIELD ENTRANCE,
 MH0487'AND 1 FOOT WEST OF A FENCE.
 MH0487'
 MH0487'REFERENCE MARK NO. 4, A STANDARD DISK STAMPE HARTWICK 1930 NO. 4
 MH0487'1971, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 MH0487'10 INCHES.  IT IS 116 FEET NORTH OF A T-FENCE CORNER POST,
 MH0487'31.5 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, AND 8 FEET
 MH0487'NORTH OF AN EAST-WEST FENCE.
 MH0487'
 MH0487'REFERENCE MARK NO. 2 (AZIMUTH MARK), A STANDARD DISK STAMPED
 MH0487'HARTWICK NO. 2 1930, IS SET IN THE TOP OF A SQUARE CONCRETE
 MH0487'POST WHICH PROJECTS 3 INCHES.  IT IS ACROSS THE ROAD SOUTH OF
 MH0487'A FARMHOUSE, 19 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 MH0487'1 FOOT NORTH OF A FENCE, 2.5 FEET WEST OF A GUY POLE, AND
 MH0487'1 FOOT EAST OF A METAL WITNESS POST.
 MH0487'
 MH0487'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 MH0487'GRAVELED ROAD FOR 0.1 MILE TO A ROAD FORK.  TURN LEFT AND
 MH0487'GO NORTHWEST AND WEST ON A GRAVELED ROAD FOR 0.3
 MH0487'MILE TO THE MARK ON THE LEFT.
 MH0487'
 MH0487'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 MH0487'MILES SOUTH AND 1/2 MILE WEST OF BELLE PLAINE.
 MH0487
 MH0487                          STATION RECOVERY (1996)
 MH0487
 MH0487'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (AAW)
 MH0487'RECOVERED IN 1996 BY IA DOT.  TO REACH THE STATION FROM THE
 MH0487'INTERSECTION OF STATE HWY 21 (B AVE.) AND STATE HWY 212 (110TH ST.) ,
 MH0487'IN BELLE PLAINE GO SOUTH ON STATE HWY 21 FOR 0.7 MI (1.1 KM) TO 120TH
 MH0487'STREET (GRAVEL) TO THE WEST.  TURN RIGHT AND GO WEST FOR O.55 MI TO A
 MH0487'Y-INTERSECTION, WHICH IS THE JUNCTION OF 120TH ST.  AND A AVE.  GO
 MH0487'LEFT, SOUTH, FOR 0.1 MI (0.2 KM) TO THE TOP OF THE HILL AND THE
 MH0487'STATION ON THE RIGHT.  THE STATION IS 33 M (108.3 FT) NORTH OF A FIELD
 MH0487'ENTRANCE TO THE WEST, AND 0.85 M (2.79 FT) WEST OF A NORTH-SOUTH FENCE
 MH0487'AND A PINK STATE HARN SURVEY SIGN IN THE FENCELINE.
 MH0487
 MH0487                          STATION RECOVERY (2005)
 MH0487
 MH0487'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2005 (NMM)
 MH0487'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0794 ***********************************************************************
 MG0794  DESIGNATION -  HASCHAR
 MG0794  PID         -  MG0794
 MG0794  STATE/COUNTY-  IA/LOUISA
 MG0794  USGS QUAD   -  LETTS (1965)
 MG0794
 MG0794                         *CURRENT SURVEY CONTROL
 MG0794  ___________________________________________________________________
 MG0794* NAD 83(1996)-  41 16 19.80846(N)    091 09 01.12369(W)     ADJUSTED  
 MG0794* NAVD 88     -       212.7    (meters)     698.     (feet)  GPS OBS   
 MG0794  ___________________________________________________________________
 MG0794  X           -     -96,378.750 (meters)                     COMP
 MG0794  Y           -  -4,799,874.305 (meters)                     COMP
 MG0794  Z           -   4,185,306.510 (meters)                     COMP
 MG0794  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 MG0794  ELLIP HEIGHT-         179.69  (meters)          (12/06/04) GPS OBS
 MG0794  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MG0794
 MG0794  HORZ ORDER  -  FIRST
 MG0794  ELLP ORDER  -  FOURTH    CLASS I
 MG0794
 MG0794.The horizontal coordinates were established by GPS observations
 MG0794.and adjusted by the National Geodetic Survey in September 1998..
 MG0794
 MG0794.The orthometric height was determined by GPS observations and a
 MG0794.high-resolution geoid model.
 MG0794
 MG0794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MG0794
 MG0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0794
 MG0794.The ellipsoidal height was determined by GPS observations
 MG0794.and is referenced to NAD 83.
 MG0794
 MG0794.The geoid height was determined by GEOID03.
 MG0794
 MG0794;                    North         East     Units Scale Factor Converg.
 MG0794;SPC IA S     -   143,931.627   696,842.020   MT  0.99994914   +1 32 51.9
 MG0794;SPC IL W     -   511,716.570   617,586.490   MT  1.00002474   -0 38 56.0
 MG0794;SPC IL W     - 1,678,856.78  2,026,198.34   sFT  1.00002474   -0 38 56.0
 MG0794;UTM  15      - 4,570,620.987   654,923.458   MT  0.99989539   +1 13 13.3
 MG0794
 MG0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0794!SPC IA S     -   0.99997182  x   0.99994914  =   0.99992096
 MG0794!SPC IL W     -   0.99997182  x   1.00002474  =   0.99999655
 MG0794!UTM  15      -   0.99997182  x   0.99989539  =   0.99986721
 MG0794
 MG0794:                Primary Azimuth Mark                     Grid Az
 MG0794:SPC IA S     -  MUSCATINE AIRPORT BEACON 27A             001 08 50.2
 MG0794:SPC IL W     -  MUSCATINE AIRPORT BEACON 27A             003 20 38.1
 MG0794:UTM  15      -  MUSCATINE AIRPORT BEACON 27A             001 28 28.8
 MG0794
 MG0794|---------------------------------------------------------------------|
 MG0794| PID    Reference Object                     Distance      Geod. Az  |
 MG0794|                                                           dddmmss.s |
 MG0794| MG0793 MUSCATINE AIRPORT BEACON 27A        APPROX.10.2 KM 0024142.1 |
 MG0794| MG0736 JOY WATER TANK                      APPROX.24.1 KM 1102405.5 |
 MG0794| MG0804 MORNING SUN WATER TANK              APPROX.21.3 KM 2041757.4 |
 MG0794| CL8698 HASCHAR RM 1                         52.249 METERS 21602     |
 MG0794| MG0795 REBAR 47                            APPROX. 3.4 KM 2825659.8 |
 MG0794| CL8699 HASCHAR RM 2                         73.103 METERS 32637     |
 MG0794|---------------------------------------------------------------------|
 MG0794
 MG0794                          SUPERSEDED SURVEY CONTROL
 MG0794
 MG0794  ELLIP H (09/15/98)  179.72   (m)                       GP(       ) 3 1
 MG0794  NAD 83(1986)-  41 16 19.80269(N)    091 09 01.12507(W) AD(       ) 1
 MG0794  NAD 27      -  41 16 19.69700(N)    091 09 00.58800(W) AD(       ) 1
 MG0794  NGVD 29 (07/19/86)  211.9    (m)          695.     (f) VERT ANG       
 MG0794
 MG0794.Superseded values are not recommended for survey control.
 MG0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0794.See file dsdata.txt to determine how the superseded data were derived.
 MG0794
 MG0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5492370621(NAD 83)
 MG0794_MARKER: DS = TRIANGULATION STATION DISK
 MG0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0794_PROJECTION: FLUSH
 MG0794_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MG0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0794+STABILITY: SURFACE MOTION
 MG0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0794+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1996
 MG0794
 MG0794  HISTORY     - Date     Condition        Report By
 MG0794  HISTORY     - 1931     MONUMENTED       CGS
 MG0794  HISTORY     - 1934     GOOD             IOWAGS
 MG0794  HISTORY     - 1968     GOOD             USGS
 MG0794  HISTORY     - 19960822 GOOD             SECI
 MG0794
 MG0794                          STATION DESCRIPTION
 MG0794
 MG0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 MG0794'ABOUT 2 MILES EAST-SOUTHEAST OF THE TOWN OF GRANDVIEW, 3 MILES
 MG0794'NORTH-NORTHWEST OF PORT LOUISA, ON LAND OWNED AND OCCUPIED
 MG0794'BY GEORGE HASCHAR.
 MG0794'
 MG0794'TO REACH FROM GRANDVIEW, TURN EAST OFF U.S. HIGHWAY 61 AT BANK
 MG0794'BUILDING, GO EAST FOR 0.1 MILE, TURN NORTH AND GO 0.05 MILE,
 MG0794'TURN EAST AND CONTINUE FOR 0.5 MILE, TURN SOUTH AND FOLLOW
 MG0794'MAIN ROAD FOR 1.1 MILES TO POINT WHERE ROAD TURNS TO LEFT,
 MG0794'CONTINUE STRAIGHT AHEAD AT THIS POINT FOR 0.4 MILE TO STATION
 MG0794'SITE.  MARK IS ON A KNOLL IN PASTURE LAND ABOUT 125 METERS
 MG0794'SOUTHEAST OF MR. HASCHARS HOUSE.  THIS KNOLL IS ABOUT 1/4
 MG0794'MILE WEST OF MUSCATINE SLOUGH, ABOUT 60 METERS SOUTH OF A DIRT
 MG0794'ROAD LEADING PAST MR. HASCHARS HOUSE TO THE BOTTOM LANDS.
 MG0794'MARK IS 24 METERS EAST OF THE CENTERLINE OF THE ROAD, AT A
 MG0794'POINT ABOUT 12 METERS SOUTH OF THE GATE INTO THE PASTURE
 MG0794'LAND, AND ABOUT 15 METERS NORTHEAST OF TWIN MAPLE TREES OF
 MG0794'ABOUT 24-INCH BUTT.
 MG0794'
 MG0794'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, AT A FENCE
 MG0794'CORNER.  5.5 METERS WEST OF THE ROAD.
 MG0794'
 MG0794'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF THE CLIFF, BORDERING
 MG0794'THE DIRT ROAD LEADING TO THE BOTTOM LANDS, NORTHWEST OF THE
 MG0794'STATION MARK, 6-3/4 METERS NORTHEAST OF THE MAIN ROAD AT THE
 MG0794'CURVE.
 MG0794'
 MG0794'THE MUNICIPAL WATER TANK AT MUSCATINE IS LOCATED AT THE CORNER
 MG0794'OF KINDLER AND NEWELL STREETS.  THE FINIAL WAS SIGHTED ON.
 MG0794'
 MG0794'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 MG0794
 MG0794                          STATION RECOVERY (1934)
 MG0794
 MG0794'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MG0794'STATION RECOVERED AND IN GOOD CONDITION.  THE OLD DESCRIPTION
 MG0794'STILL APPLIES.  REFERENCE TO TWIN MAPLE TREES OF 24-INCH BUTT
 MG0794'IS VOIDED AS TREES HAVE BEEN REMOVED.  NO ADDITIONAL REFERENCES
 MG0794'WERE TAKEN AS THE STATION IS EASILY FOUND FROM THE GENERAL
 MG0794'DESCRIPTION.
 MG0794'
 MG0794'REFERENCE MARK NO. 1 RECOVERED AND IN GOOD CONDITION.  THE
 MG0794'ORIGINAL DESCRIPTION STILL APPLIES.
 MG0794'
 MG0794'REFERENCE MARK NO. 2 RECOVERED AND IN GOOD CONDITION.  THE
 MG0794'ORIGINAL DESCRIPTION STILL APPLIES.
 MG0794'
 MG0794'ABOUT 2 MILES EAST-SOUTHEAST OF THE TOWN OF GRANDVIEW, 3 MILES
 MG0794'NORTH-NORTHWEST OF PORT LOUISA, ON LAND OWNED AND OCCUPIED BY
 MG0794'GEORGE HASCHAR.
 MG0794'
 MG0794'TO REACH FROM GRANDVIEW, TURN EAST OFF U.S. HIGHWAY 61 AT BANK
 MG0794'BUILDING, GO EAST FOR 0.1 MILE, TURN NORTH AND GO FOR 0.05
 MG0794'MILE, TURN EAST AND CONTINUE FOR 0.5 MILE, TURN SOUTH AND FOLLOW
 MG0794'MAIN ROAD FOR 1.1 MILES TO POINT WHERE ROAD TURNS TO LEFT,
 MG0794'CONTINUE STRAIGHT AHEAD AT THIS POINT FOR 0.4 MILE TO STATION
 MG0794'SITE.  MARK IS ON A KNOLL IN PASTURE LAND ABOUT 125 METERS
 MG0794'SOUTHEAST OF MR. HASCHARS HOUSE.  THIS KNOLL IS ABOUT 1/4 MILE WEST
 MG0794'OF MUSCATINE SLOUGH, ABOUT 60 METERS SOUTH OF A DIRT ROAD
 MG0794'LEADING PAST MR. HASCHARS HOUSE TO THE BOTTOM LANDS.  MARK IS
 MG0794'24 METERS EAST OF THE CENTERLINE OF THE ROAD, AT A POINT ABOUT
 MG0794'12 METERS SOUTH OF THE GATE INTO THE PASTURE LAND, ABOUT 15
 MG0794'METERS NORTHEAST OF TWIN MAPLE TREES OF ABOUT 24-INCH BUTT.
 MG0794'
 MG0794'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION, AT A FENCE CORNER,
 MG0794'5.5 METERS WEST OF THE ROAD.
 MG0794'
 MG0794'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF THE CLIFF, BORDERING
 MG0794'THE DIRT ROAD LEADING TO THE BOTTOM LANDS, IT IS NORTHWEST
 MG0794'OF THE STATION MARK, 6-3/4 METERS NORTHEAST OF THE MAIN ROAD
 MG0794'AT THE CURVE.
 MG0794'
 MG0794'THE MUNICIPAL WATER TANK AT MUSCATINE IS LOCATED AT THE CORNER
 MG0794'OF KINDLER AND NEWELL STREETS.  THE FINIAL WAS SIGHTED ON.
 MG0794
 MG0794                          STATION RECOVERY (1968)
 MG0794
 MG0794'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MG0794'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  NEW
 MG0794'DESCRIPTION FOLLOWS.
 MG0794'
 MG0794'STATION IS LOCATED ABOUT 2 MI. E-SE OF GRANDVIEW, 3 MI. N-NW OF
 MG0794'PORT LOUISA, NEAR THE CENTER OF THE N 1/2 SEC. 25, T75N, R3W,
 MG0794'NEAR THE E. EDGE OF A BLUFF, ON LAND OWNED BY GEORGE J. ANGERER
 MG0794'AND ABOUT 150 YDS SE OF HIS HOUSE, IN PASTURE LAND.
 MG0794'
 MG0794'TO REACH THE STATION FROM THE POSTOFFICE IN GRANDVIEW DRIVE
 MG0794'1/2 BLOCK N. ON MAIN ST., TURN RIGHT AND DRIVE 0.15 MI. E ON
 MG0794'BLACKTOP ROAD, TURN RIGHT AND DRIVE S. FOR 150 FT., TURN LEFT
 MG0794'AND CONTINUE E. ON BLACKTOP FOR 0.3 MI. TO END OF BLACKTOP,
 MG0794'CONTINUE E ON GRAVEL ROAD FOR 0.25 MI. TO CURVE TO SE, CONTINUE SE
 MG0794'ON GRAVEL ROAD FOR 0.3 MI. TO CURVE TO E., CONTINUE E ON
 MG0794'GRAVEL ROAD FOR 1.15 MI. TO CURVE TO S-SE AND MR. ANGERERS
 MG0794'HOUSE ON THE LEFT, CONTINUE SE ON GRAVEL ROAD FOR 0.05 MI.
 MG0794'TO STATION ON THE LEFT.
 MG0794'
 MG0794'STATION AND REFERENCE MARKS ARE STANDARD DISKS STAMPED HASCHAR
 MG0794'1931 SET IN CONCRETE.
 MG0794'
 MG0794'STATION MARK IS ON A LOW DIRT MOUND ABOUT ONE FT. HIGH, 89 FT.
 MG0794'E. OF THE GRAVEL ROAD, 51 FT. N-NW OF TWIN 24 INCH ELM TREES
 MG0794'AND PROJECTS ABOUT 5 INCHES.
 MG0794'
 MG0794'REFERENCE MARK 1 IS 171.42 FT. (52.249M) SW OF STATION, 36 FT.
 MG0794'W. OF THE GRAVEL ROAD, 76 FT. S. OF AN ANGLE POINT IN THE
 MG0794'RIGHT-OF-WAY FENCE, 1 FT. W. OF THE FENCE AND PROJECTS ABOUT
 MG0794'5 INCHES.
 MG0794'
 MG0794'REFERENCE MARK 2 IS 239.84 FT. (73.103 M) N-NW OF STATION, AT
 MG0794'THE S. EDGE OF CUT OF A ROAD WHICH LEADS E. DOWN THE BLUFF, INSIDE
 MG0794'OF A FENCE CORNER AND PROJECTS 12 INCHES.
 MG0794'
 MG0794'REFERENCE MARKS COULD NOT BE TAPED BETWEEN DUE TO OBSTRUCTIONS.
 MG0794'
 MG0794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MI E-SE OF
 MG0794'GRANDVIEW
 MG0794
 MG0794                          STATION RECOVERY (1996)
 MG0794
 MG0794'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MG0794'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0824 ***********************************************************************
 MG0824  DESIGNATION -  HASK
 MG0824  PID         -  MG0824
 MG0824  STATE/COUNTY-  IA/WASHINGTON
 MG0824  USGS QUAD   -  AINSWORTH (1970)
 MG0824
 MG0824                         *CURRENT SURVEY CONTROL
 MG0824  ___________________________________________________________________
 MG0824* NAD 83(1996)-  41 19 42.59699(N)    091 32 32.27113(W)     ADJUSTED  
 MG0824* NAVD 88     -       232.0    (meters)     761.     (feet)  VERTCON   
 MG0824  ___________________________________________________________________
 MG0824  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 MG0824  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0824
 MG0824  HORZ ORDER  -  SECOND
 MG0824
 MG0824.The horizontal coordinates were established by classical geodetic methods
 MG0824.and adjusted by the National Geodetic Survey in May 1999..
 MG0824
 MG0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0824
 MG0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0824
 MG0824.The geoid height was determined by GEOID03.
 MG0824
 MG0824;                    North         East     Units Scale Factor Converg.
 MG0824;SPC IA S     -   149,372.655   663,869.274   MT  0.99995084   +1 17 22.3
 MG0824;UTM  15      - 4,576,249.495   621,986.024   MT  0.99978313   +0 57 45.9
 MG0824
 MG0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0824!SPC IA S     -   0.99996876  x   0.99995084  =   0.99991960
 MG0824!UTM  15      -   0.99996876  x   0.99978313  =   0.99975190
 MG0824
 MG0824:                Primary Azimuth Mark                     Grid Az
 MG0824:SPC IA S     -  HASK AZ MK                               121 04 19.7
 MG0824:UTM  15      -  HASK AZ MK                               121 23 56.1
 MG0824
 MG0824|---------------------------------------------------------------------|
 MG0824| PID    Reference Object                     Distance      Geod. Az  |
 MG0824|                                                           dddmmss.s |
 MG0824| MG0816 HASK AZ MK                          APPROX. 4.3 KM 1222142.0 |
 MG0824| CL8700 HASK RM 1                            20.921 METERS 18201     |
 MG0824| MG0825 AINSWORTH MUN WATER TANK            APPROX. 4.4 KM 1931107.6 |
 MG0824| CL8701 HASK RM 2                            22.964 METERS 35856     |
 MG0824|---------------------------------------------------------------------|
 MG0824
 MG0824                          SUPERSEDED SURVEY CONTROL
 MG0824
 MG0824  NAD 83(1986)-  41 19 42.59558(N)    091 32 32.28145(W) AD(       ) 2
 MG0824  NAD 27      -  41 19 42.52023(N)    091 32 31.70322(W) AD(       ) 2
 MG0824  NGVD 29 (07/19/86)  232.0    (m)          761.     (f) VERT ANG       
 MG0824
 MG0824.Superseded values are not recommended for survey control.
 MG0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0824.See file dsdata.txt to determine how the superseded data were derived.
 MG0824
 MG0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2198676249(NAD 83)
 MG0824_MARKER: DD = SURVEY DISK
 MG0824_SETTING: 0 = UNSPECIFIED SETTING
 MG0824
 MG0824  HISTORY     - Date     Condition        Report By
 MG0824  HISTORY     - 1968     MONUMENTED       USGS
 MG0824  HISTORY     - 20051029 MARK NOT FOUND   GEOCAC
 MG0824
 MG0824                          STATION DESCRIPTION
 MG0824
 MG0824'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0824'THE STATION IS LOCATED ABOUT 3.0 MI N. AND 0.5 MI E. OF AINSWORTH,
 MG0824'AT THE W. EDGE OF THE COMMUNITY OF HASKINS, IN THE RIGHT-OF-WAY
 MG0824'OF U.S. HWY. 218, ABOUT 0.1 MI S. OF THE RR. OVERPASS CROSSING
 MG0824'OF U.S. HWY. 218, NEAR QUARTER COR. BETWEEN SECS. 3 AND 4, T. 75
 MG0824'N., R. 6 W.
 MG0824'
 MG0824'TO REACH THE STATION FROM THE POST OFFICE AT AINSWORTH, DRIVE 1
 MG0824'BLOCK E. AND 1 BLOCK S. TO JCT. WITH STATE HWY. 92, TURN LEFT AND
 MG0824'DRIVE E. ON HWY. 92 FOR 0.6 MI TO JCT. WITH U.S. HWY. 218, TURN
 MG0824'LEFT AND DRIVE N. ON U.S. HWY. 218 FOR 2.5 MI TO STATION ON THE
 MG0824'LEFT.
 MG0824'
 MG0824'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED HASK
 MG0824'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED RODS DRIVEN FLUSH
 MG0824'WITH GROUND AND SET IN 6 IN. DIAMETER TILE FILLED WITH GRAVEL.
 MG0824'
 MG0824'STATION MARK IS 62 FT W. OF CENTER OF U.S. HWY. 218, 204 FT
 MG0824'W.-NW. OF CENTER OF HWY. AT GRAVEL RD. LEADING E., 3 FT E. OF
 MG0824'RIGHT-OF-WAY FENCE AND 1 FT N. OF A METAL WITNESS POST.
 MG0824'
 MG0824'REFERENCE MARK NO. 1 IS 68.64 FT (20.921 M.) S. OF STATION, 64
 MG0824'FT W. OF CENTER OF U.S. HWY. 218, 1 FT E. OF RIGHT-OF-WAY FENCE
 MG0824'AND 1 FT N. OF A METAL WITNESS POST.
 MG0824'
 MG0824'REFERENCE MARK NO. 2 IS 75.33 FT (22.964 M.) N. OF STATION, 64
 MG0824'FT W. OF U.S. HWY. 218, 1 FT E. OF RIGHT-OF-WAY FENCE AND 1 FT
 MG0824'S. OF A METAL WITNESS POST.
 MG0824'
 MG0824'STANDARD BRACED TRIPOD USED.
 MG0824
 MG0824                          STATION RECOVERY (2005)
 MG0824
 MG0824'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0824'OLD HWY 218 IS NOW WASHINGTON CO W64. ROAD APPEARS TO HAVE BEEN
 MG0824'EXTENSIVELY GRADED SINCE 1968. THERE IS NO FENCE. COORDINATES AND
 MG0824'DISTANCES FROM CENTER OF ROAD PLACE STATION AND BOTH REFERENCE MARKS
 MG0824'NEAR TOE OF SLOPE OF ROADWAY SHOULDER. NO EVIDENCE FOUND OF ANY DISK
 MG0824'OR WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0816 ***********************************************************************
 MG0816  DESIGNATION -  HASK AZ MK
 MG0816  PID         -  MG0816
 MG0816  STATE/COUNTY-  IA/WASHINGTON
 MG0816  USGS QUAD   -  COTTER (1970)
 MG0816
 MG0816                         *CURRENT SURVEY CONTROL
 MG0816  ___________________________________________________________________
 MG0816* NAD 83(1996)-  41 18 27.76159(N)    091 29 55.71307(W)     ADJUSTED  
 MG0816* NAVD 88     -       228.4    (meters)     749.     (feet)  VERTCON   
 MG0816  ___________________________________________________________________
 MG0816  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 MG0816  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MG0816
 MG0816  HORZ ORDER  -  SECOND
 MG0816
 MG0816.The horizontal coordinates were established by classical geodetic methods
 MG0816.and adjusted by the National Geodetic Survey in May 1999..
 MG0816
 MG0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0816
 MG0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0816
 MG0816.The geoid height was determined by GEOID03.
 MG0816
 MG0816;                    North         East     Units Scale Factor Converg.
 MG0816;SPC IA S     -   147,147.546   667,561.934   MT  0.99995010   +1 19 05.5
 MG0816;UTM  15      - 4,574,003.713   625,665.332   MT  0.99979435   +0 59 27.9
 MG0816
 MG0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0816!SPC IA S     -   0.99996933  x   0.99995010  =   0.99991943
 MG0816!UTM  15      -   0.99996933  x   0.99979435  =   0.99976369
 MG0816
 MG0816:                Primary Azimuth Mark                     Grid Az
 MG0816:SPC IA S     -  AINSWORTH MUN WATER TANK                 245 52 30.4
 MG0816:UTM  15      -  AINSWORTH MUN WATER TANK                 246 12 08.0
 MG0816
 MG0816|---------------------------------------------------------------------|
 MG0816| PID    Reference Object                     Distance      Geod. Az  |
 MG0816|                                                           dddmmss.s |
 MG0816| MG0825 AINSWORTH MUN WATER TANK            APPROX. 5.0 KM 2471135.9 |
 MG0816| MG0824 HASK                                APPROX. 4.3 KM 3022325.4 |
 MG0816|---------------------------------------------------------------------|
 MG0816
 MG0816                          SUPERSEDED SURVEY CONTROL
 MG0816
 MG0816  NAD 83(1986)-  41 18 27.75915(N)    091 29 55.72314(W) AD(       ) 2
 MG0816  NAD 27      -  41 18 27.68003(N)    091 29 55.15125(W) AD(       ) 2
 MG0816  NGVD 29 (07/19/86)  228.4    (m)          749.     (f) VERT ANG       
 MG0816
 MG0816.Superseded values are not recommended for survey control.
 MG0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0816.See file dsdata.txt to determine how the superseded data were derived.
 MG0816
 MG0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2566574004(NAD 83)
 MG0816_MARKER: DZ = AZIMUTH MARK DISK
 MG0816_SETTING: 0 = UNSPECIFIED SETTING
 MG0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0816+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 MG0816
 MG0816  HISTORY     - Date     Condition        Report By
 MG0816  HISTORY     - 1968     MONUMENTED       USGS
 MG0816  HISTORY     - 20051029 GOOD             GEOCAC
 MG0816
 MG0816                          STATION DESCRIPTION
 MG0816
 MG0816'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0816'THE STATION IS LOCATED 1.5 MI N. AND 2.5 MI E. OF AINSWORTH, NEAR
 MG0816'THE COR. OF SECS. 11, 12, 13 AND 14, T. 75 N., R. 6 W., IN THE
 MG0816'RIGHT-OF-WAY AT AN E.-W. GRAVEL RD.
 MG0816'
 MG0816'TO REACH THE STATION FROM THE POST OFFICE AT AINSWORTH, DRIVE
 MG0816'E. 1 BLOCK AND S. 1 BLOCK TO JCT. OF STATE HWY. 92, TURN LEFT
 MG0816'AND DRIVE E. ON HWY. 92 FOR 0.6 MI. TO JCT. WITH U.S. HWY. 218, TURN
 MG0816'LEFT AND DRIVE N. ON U.S. HIGHWAY 218 FOR 1.0 MI, TURN RIGHT ONTO
 MG0816'GRAVEL RD. AND DRIVE E. FOR 2.25 MI TO STATION ON THE RIGHT.
 MG0816'
 MG0816'STATION MARK IS A STANDARD AZIMUTH MARK TABLET STAMPED HASK 1968
 MG0816'AND CRIMPED ON A 10 FT LENGTH OF COPPER COATED ROD, DRIVEN FLUSH
 MG0816'WITH THE GROUND AND SET IN A 6 IN. TILE FILLED WITH GRAVEL, 32
 MG0816'FT S. OF CENTER OF E.-W. GRAVEL RD., 56 FT SE. OF CENTER OF
 MG0816'E.-W. GRAVEL RD. AT FENCES N. AND S., 34 FT W. OF A TELEPHONE
 MG0816'POLE, 37 FT E. OF CENTER OF ENTRANCE TO FIELD S. AND 2 FT N. OF
 MG0816'THE RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0816'
 MG0816'STANDARD BRACED TRIPOD USED.
 MG0816
 MG0816                          STATION RECOVERY (2005)
 MG0816
 MG0816'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0816'FOUND IN GOOD CONDITION WITH WITNESS POST ALONG 240TH ST.  POLE IS
 MG0816'GONE. SKY VISIBILITY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0663 ***********************************************************************
 NL0663  DESIGNATION -  HATHOWAY
 NL0663  PID         -  NL0663
 NL0663  STATE/COUNTY-  IA/MONONA
 NL0663  USGS QUAD   -  CASTANA (1982)
 NL0663
 NL0663                         *CURRENT SURVEY CONTROL
 NL0663  ___________________________________________________________________
 NL0663* NAD 83(1996)-  42 04 03.51614(N)    095 59 12.34485(W)     ADJUSTED  
 NL0663* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 NL0663  ___________________________________________________________________
 NL0663  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 NL0663  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 NL0663
 NL0663  HORZ ORDER  -  FIRST
 NL0663
 NL0663.The horizontal coordinates were established by classical geodetic methods
 NL0663.and adjusted by the National Geodetic Survey in May 1999..
 NL0663
 NL0663.The orthometric height was scaled from a topographic map.
 NL0663
 NL0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0663
 NL0663.The geoid height was determined by GEOID03.
 NL0663
 NL0663;                    North         East     Units Scale Factor Converg.
 NL0663;SPC IA N     - 1,066,078.700 1,294,217.898   MT  0.99999982   -1 41 07.4
 NL0663;UTM  15      - 4,661,604.005   252,893.958   MT  1.00035141   -2 00 07.8
 NL0663;UTM  14      - 4,661,680.925   749,296.632   MT  1.00036479   +2 01 11.7
 NL0663
 NL0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0663!SPC IA N     -   0.99994029  x   0.99999982  =   0.99994011
 NL0663!UTM  15      -   0.99994029  x   1.00035141  =   1.00029168
 NL0663!UTM  14      -   0.99994029  x   1.00036479  =   1.00030506
 NL0663
 NL0663|---------------------------------------------------------------------|
 NL0663| PID    Reference Object                     Distance      Geod. Az  |
 NL0663|                                                           dddmmss.s |
 NL0663| CO3653 HATHOWAY RM 1                        27.660 METERS 03025     |
 NL0663| CO3654 HATHOWAY RM 2                        17.395 METERS 14751     |
 NL0663| CO3652 HATHOWAY AZ MK                                     1823756.8 |
 NL0663| NM1661 ONAWA MONONA CO CTHSE STEEPLE       APPROX. 9.8 KM 2424559.4 |
 NL0663| NM1662 ONAWA MUNICIPAL TANK                APPROX.10.0 KM 2434319.5 |
 NL0663| NM1665 SLOAN MUNICIPAL TANK                APPROX.27.2 KM 3124231.9 |
 NL0663|---------------------------------------------------------------------|
 NL0663
 NL0663                          SUPERSEDED SURVEY CONTROL
 NL0663
 NL0663  NAD 83(1996)-  42 04 03.51611(N)    095 59 12.34517(W) AD(       ) 1
 NL0663  NAD 83(1986)-  42 04 03.51681(N)    095 59 12.34395(W) AD(       ) 1
 NL0663  NAD 27      -  42 04 03.55900(N)    095 59 11.30600(W) AD(       ) 1
 NL0663
 NL0663.Superseded values are not recommended for survey control.
 NL0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0663.See file dsdata.txt to determine how the superseded data were derived.
 NL0663
 NL0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5289461604(NAD 83)
 NL0663_MARKER: DS = TRIANGULATION STATION DISK
 NL0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0663
 NL0663  HISTORY     - Date     Condition        Report By
 NL0663  HISTORY     - 1934     MONUMENTED       CGS
 NL0663  HISTORY     - 1937     GOOD             USE
 NL0663  HISTORY     - 1945     GOOD             CGS
 NL0663
 NL0663                          STATION DESCRIPTION
 NL0663
 NL0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NL0663'STATION IS LOCATED IN SOUTHEAST QUARTER OF SEC. 20, T. 84
 NL0663'S., R. 44 W., ABOUT 5.5 MILES EAST AND 3.0 MILES NORTH OF
 NL0663'ONAWA, ON LAND OWNED BY J.M. HATHOWAY AND RENTED BY WILL
 NL0663'HATHOWAY, ON THE HIGHEST BLUFF IN THE IMMEDIATE VICINITY.
 NL0663'
 NL0663'TO REACH FROM POST OFFICE IN ONAWA GO EAST ON STATE HIGHWAY
 NL0663'37 FOR 0.7 MILE, TURN LEFT AND GO NORTH AND NORTHEAST ON
 NL0663'COUNTY ROAD H FOR 3.8 MILES TO POINT WHERE ROAD H TURNS
 NL0663'SLIGHTLY LEFT, TAKE RIGHT FORK, CROSS BRIDGE AND GO EAST
 NL0663'2.4 MILES TO FOOT OF BLUFFS AND JUNCTION WITH COUNTY ROAD A.
 NL0663'TURN LEFT ON ROAD A AND GO 0.7 MILE TO GATE NEAR ABANDONED
 NL0663'BARN, ENTER GATE AND GO SOUTHEAST FROM BARN ON DIM TRAIL TO
 NL0663'GAP IN BLUFF, GO THROUGH GAP, TURN LEFT AND FOLLOW DIM TRAIL
 NL0663'TO TOP OF BLUFF AND STATION.
 NL0663'
 NL0663'REFERENCE MARK NO. 1 IS ON TOP OF BLUFF 90.75 FEET (27.660
 NL0663'METERS) NORTHEAST OF STATION.
 NL0663'
 NL0663'REFERENCE MARK NO. 2 IS LOCATED ON TOP OF BLUFF 57.08 FEET
 NL0663'(17.395 METERS) SOUTHEAST OF STATION.
 NL0663'
 NL0663'AZIMUTH MARK IS LOCATED ABOUT 0.85 MILE SOUTHWEST OF STATION
 NL0663'ON NORTH SIDE OF COUNTY ROAD H.  TO REACH FROM JUNCTION OF
 NL0663'COUNTY ROADS A AND H, GO WEST ON ROAD H FOR 0.3 MILE TO
 NL0663'TWO LONE TREES IN FENCE LINE ON NORTH SIDE OF ROAD.  MARK
 NL0663'IS JUST EAST OF MORE EASTERLY OF TREES, IN FENCE LINE AND
 NL0663'18 FEET NORTH OF CENTERLINE OF ROAD.
 NL0663'
 NL0663'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 NL0663
 NL0663                          STATION RECOVERY (1937)
 NL0663
 NL0663'RECOVERY NOTE BY US ENGINEERS 1937
 NL0663'FOUND, MO. R.C. STATION KENNEBEC DIRECTLY UNDER YOUR STATION
 NL0663'HATHOWAY.  IT IS A STONE 18 IN X 18 IN X 3 IN WITH A COPPER
 NL0663'BOLT SET IN CENTER OF STONE.  THERE IS NO INDICATION THAT
 NL0663'THE STONE OF THE ORIGINAL STATION KENNEBEC HAS BEEN DISTURBED.
 NL0663'THE ORIGNAL PIPE PLACED OVER THIS STONE HAS BEEN REMOVED AND
 NL0663'WAS FOUND AT THE FOOT OF THE HILL.  THE CONCRETE OF YOUR
 NL0663'MONUMENT FOR STATION HATHOWAY EXTENDS DOWN TO THE FACE OF THE
 NL0663'STONE MARKING THE POSITION OF THE MO. R.C. STATION
 NL0663'KENNEBEC.  IT IS NOT POSSIBLE TO LOCATED THE MARK ON THIS
 NL0663'STONE WITHOUT CHIPPING AWAY THE CONCRETE AND DISTURBING
 NL0663'YOUR MONUMENT.  HOWEVER, BY MEASURMENTS TO CORNERS OF THE STONE,
 NL0663'IT IS APPARENT THAT THE STATION HATHOWAY IS WITHIN 0.1
 NL0663'FOOT OF A POINT DIRECTLY OVER THE CENTER OF THE STONE OF
 NL0663'THE ORIGINAL STATION KENNEBEC.  THE ORIGINAL POINT MAY NOT BE
 NL0663'AT THE EXACT CENTER OF THE STONE.
 NL0663'
 NL0663'STATION IS IN GOOD CONDITION AND THERE IS NO CHANGE IN THE
 NL0663'ORIGINAL DESCRIPTION EXCEPT THAT NO REFERENCE WAS MADE TO
 NL0663'THE MO. R.C. STATION KENNEBEC.
 NL0663
 NL0663                          STATION RECOVERY (1945)
 NL0663
 NL0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 NL0663'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 NL0663'A NEW DESCRIPTION FOLLOWS.
 NL0663'
 NL0663'THE STATION IS LOCATED ABOUT 5.5 MILES E AND 3.0 MILES N
 NL0663'OF THE VILLAGE OF ONAWA ON THE OLD HATHOWAY FARM WHICH IS
 NL0663'NOW VACANT.  NOTHING IS LEFT OF THE OLD HATHOWAY HOME SITE
 NL0663'EXCEPT A LONE WINDMILL TOWER.  THE STATION IS ABOUT 300
 NL0663'YARDS E OF THE OLD TOWER ON THE HIGHEST POINT OF THE BLUFF.
 NL0663'
 NL0663'THIS STATION WAS RECOVERED IN AN EFFORT TO TRAVERSE TO MO.
 NL0663'R.C. STATION KENNEBEC AND A THOROUGH SEARCH WAS MADE WITHOUT
 NL0663'RESULTS.  A BENCH WAS ESTABLISHED OVER STATION HATHOWAY AND
 NL0663'A POINT SET DIRECTLY OVER THE SURFACE MARK, THEN THE SURFACE
 NL0663'MARK WAS REMOVED IN ORDER TO INVESTIGATE THE SUBSURFACE
 NL0663'MARK.
 NL0663'
 NL0663'THE SUBSURFACE MARK WAS FOUND TO BE A BRONZE STATION DISK
 NL0663'SET IN THE CENTER OF AN 18-INCH SQUARE LIMESTONE BLOCK AND
 NL0663'THE DISK WAS STAMPED HATHOWAY 1934.  THIS SUBSURFACE MARK
 NL0663'WAS FOUND TO BE PLUMB WITH THE SURFACE MARK.  THE SURFACE
 NL0663'MARK WAS REESTABLISHED IN THE EXACT LOCATION AS ORIGINALLY
 NL0663'FOUND.
 NL0663'
 NL0663'MR. LAURENCE H. HART, CHIEF OF SURVEYS, U.S. ENGINEERS OFFICE
 NL0663'OF ONAWA, IOWA WAS CONTACTED AND THE FOLLOWING DATA WAS
 NL0663'OBTAINED--IN JUNE 1937 MR. HART VISITED STATION HATHOWAY
 NL0663'AND FOUND THE MO. R.C. KENNEBEC STATION SURFACE MARK HAD
 NL0663'BEEN REMOVED AND WAS FOUND ON THE SLOPE ON THE W SIDE OF
 NL0663'THE HILL UPON WHICH THE STATION IS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0861 ***********************************************************************
 NL0861  DESIGNATION -  HAVELOCK MUNICIPAL TANK
 NL0861  PID         -  NL0861
 NL0861  STATE/COUNTY-  IA/POCAHONTAS
 NL0861  USGS QUAD   -  HAVELOCK (1980)
 NL0861
 NL0861                         *CURRENT SURVEY CONTROL
 NL0861  ___________________________________________________________________
 NL0861* NAD 83(1996)-  42 49 56.81392(N)    094 42 12.73668(W)     ADJUSTED  
 NL0861* NAVD 88     -                                                        
 NL0861  ___________________________________________________________________
 NL0861  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 NL0861  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 NL0861
 NL0861  HORZ ORDER  -  THIRD
 NL0861
 NL0861.The horizontal coordinates were established by classical geodetic methods
 NL0861.and adjusted by the National Geodetic Survey in May 1999..
 NL0861
 NL0861
 NL0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0861
 NL0861.The geoid height was determined by GEOID03.
 NL0861
 NL0861;                    North         East     Units Scale Factor Converg.
 NL0861;SPC IA N     - 1,148,704.977 1,401,604.408   MT  0.99994949   -0 48 56.5
 NL0861;UTM  15      - 4,743,616.144   360,769.150   MT  0.99983849   -1 09 30.1
 NL0861
 NL0861                          SUPERSEDED SURVEY CONTROL
 NL0861
 NL0861  NAD 83(1996)-  42 49 56.81385(N)    094 42 12.73664(W) AD(       ) 4
 NL0861  NAD 83(1986)-  42 49 56.80789(N)    094 42 12.72947(W) AD(       ) 4
 NL0861  NAD 27      -  42 49 56.90200(N)    094 42 11.79700(W) AD(       ) 3
 NL0861
 NL0861.Superseded values are not recommended for survey control.
 NL0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0861.See file dsdata.txt to determine how the superseded data were derived.
 NL0861
 NL0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6076943616(NAD 83)
 NL0861_MARKER: 53 = ELEVATED TANK
 NL0861
 NL0861  HISTORY     - Date     Condition        Report By
 NL0861  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0861
 NL0861                          STATION DESCRIPTION
 NL0861
 NL0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0861'THE STATION IS THE CENTER OF THE MUNICIPAL TANK OF HAVELOCK.
 NL0861'THE TANK IS ABOUT 22 YARDS E OF THE FIRST N-S STREET W OF THE MAIN
 NL0861'STREET OF THE TOWN AND ABOUT 42 YARDS S OF THE SECOND E-W STREET
 NL0861'N OF THE CHICAGO AND NORTHWESTERN RAILROAD.
 NL0861'
 NL0861'THE TANK IS OF STEEL, IS SUPPORTED ON FOUR STEEL LEGS, IS
 NL0861'CYLINDRICAL, HAS OVAL BASE AND CONICAL TOP.  THERE IS A BALL
 NL0861'AND LIGHT AT THE APEX OF THE TOP.  THERE IS A 5-FOOT STANDPIPE
 NL0861'EXTENDING FROM THE GROUND TO THE BASE OF THE TANK.  THE TANK
 NL0861'IS PAINTED ALUMINUM.  HAVELOCK IS PAINTED ON ITS S FACE IN BLACK
 NL0861'LETTERS.  THE TANK IS ABOUT 130 FEET HIGH AND IS QUITE PROMINENT
 NL0861'FROM THE SURROUNDING COUNTRY.  IT WAS BUILT IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1653 ***********************************************************************
 NM1653  DESIGNATION -  HAWARDEN
 NM1653  PID         -  NM1653
 NM1653  STATE/COUNTY-  IA/SIOUX
 NM1653  USGS QUAD   -  HAWARDEN SOUTH (1969)
 NM1653
 NM1653                         *CURRENT SURVEY CONTROL
 NM1653  ___________________________________________________________________
 NM1653* NAD 83(1996)-  42 59 08.06863(N)    096 29 10.40122(W)     ADJUSTED  
 NM1653* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 NM1653  ___________________________________________________________________
 NM1653  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 NM1653  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NM1653
 NM1653  HORZ ORDER  -  THIRD
 NM1653
 NM1653.This mark is at Hawarden Municipal Airport (2Y2)
 NM1653
 NM1653.The horizontal coordinates were established by classical geodetic methods
 NM1653.and adjusted by the National Geodetic Survey in May 1999..
 NM1653
 NM1653.The orthometric height was scaled from a topographic map.
 NM1653
 NM1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1653
 NM1653.The geoid height was determined by GEOID03.
 NM1653
 NM1653;                    North         East     Units Scale Factor Converg.
 NM1653;SPC IA N     - 1,169,315.771 1,256,503.775   MT  0.99996073   -2 01 26.0
 NM1653;SPC SD S     -    79,724.018   913,648.106   MT  0.99996743   +2 39 14.2
 NM1653;SPC SD S     -   261,561.22  2,997,527.16   sFT  0.99996743   +2 39 14.2
 NM1653;UTM  14      - 4,762,279.264   704,946.509   MT  1.00011675   +1 42 52.3
 NM1653
 NM1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1653!SPC IA N     -   0.99994789  x   0.99996073  =   0.99990862
 NM1653!SPC SD S     -   0.99994789  x   0.99996743  =   0.99991532
 NM1653!UTM  14      -   0.99994789  x   1.00011675  =   1.00006464
 NM1653
 NM1653|---------------------------------------------------------------------|
 NM1653| PID    Reference Object                     Distance      Geod. Az  |
 NM1653|                                                           dddmmss.s |
 NM1653| CO3659 HAWARDEN RM 1                        24.396 METERS 02809     |
 NM1653| NM0034 D 154                                78.087 METERS 05303     |
 NM1653| CO3660 HAWARDEN RM 2                        36.826 METERS 14639     |
 NM1653| NM0035 E 154                                              2125051.4 |
 NM1653|---------------------------------------------------------------------|
 NM1653
 NM1653                          SUPERSEDED SURVEY CONTROL
 NM1653
 NM1653  NAD 83(1996)-  42 59 08.06863(N)    096 29 10.40122(W) AD(       ) 3
 NM1653  NAD 83(1996)-  42 59 08.06863(N)    096 29 10.40122(W) AD(       ) 3
 NM1653  NAD 83(1996)-  42 59 08.06967(N)    096 29 10.39663(W) AD(       ) 3
 NM1653  NAD 83(1986)-  42 59 08.07279(N)    096 29 10.39185(W) AD(       ) 3
 NM1653  NAD 27      -  42 59 08.11500(N)    096 29 09.28300(W) AD(       ) 3
 NM1653
 NM1653.Superseded values are not recommended for survey control.
 NM1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1653.See file dsdata.txt to determine how the superseded data were derived.
 NM1653
 NM1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0494762279(NAD 83)
 NM1653_MARKER: DS = TRIANGULATION STATION DISK
 NM1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1653
 NM1653  HISTORY     - Date     Condition        Report By
 NM1653  HISTORY     - 1949     MONUMENTED       CGS
 NM1653  HISTORY     - 1969     GOOD             USGS
 NM1653
 NM1653                          STATION DESCRIPTION
 NM1653
 NM1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1653'THE STATION IS LOCATED ON THE GROUNDS OF THE HAWARDEN AIRPORT,
 NM1653'AT THE SOUTH EDGE OF HAWARDEN.  IT IS 74 FEET SOUTHEAST OF THE
 NM1653'SOUTHEAST END OF A LARGE HANGAR, 64 FEET NORTH OF A GUARD
 NM1653'RAIL CORNER, 30 FEET SOUTH OF THE CENTERLINE OF THE DRIVE
 NM1653'LEADING INTO THE AIRPORT, AND 1 FOOT EAST OF THE GUARD RAIL.
 NM1653'THE DISK IS STAMPED HAWARDEN 1949 AND IS SET FLUSH WITH THE
 NM1653'SURFACE OF THE GROUND.
 NM1653'
 NM1653'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF THE GUARD RAIL.  THE
 NM1653'DISK IS STAMPED HAWARDEN NO 1 1949 AND IS SET FLUSH WITH THE
 NM1653'SURFACE OF THE GROUND.
 NM1653'
 NM1653'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF THE GUARD RAIL.  THE
 NM1653'DISK IS STAMPED HAWARDEN NO 2 1949 AND IS SET FLUSH WITH THE
 NM1653'SURFACE OF THE GROUND.
 NM1653'
 NM1653'BENCH MARK E 154 1949 WAS USED AS THE AZIMUTH MARK FOR THIS
 NM1653'STATION.  IT IS 37 FEET NORTH OF THE FENCE CORNER, AT THE
 NM1653'SOUTHWEST CORNER OF THE AIRPORT, 73 FEET NORTH OF THE CENTERLINE
 NM1653'OF AN EAST-WEST, GRAVELLED ROAD, 45.5 FEET EAST OF THE EAST
 NM1653'RAIL OF A RAILROAD TRACK, AND 1 FOOT WEST OF A FENCELINE.
 NM1653'IT IS A USC AND GS BENCH MARK DISK, SET IN THE TOP OF A
 NM1653'CONCRETE POST, 10 INCHES IN DIAMETER, AND PROJECTS 6 INCHES.
 NM1653'THE DISK IS STAMPED E 154 1949.
 NM1653'
 NM1653'A TRAVERSE CONNECTION WAS MADE TO BENCH MARK D 154 1949 WHICH
 NM1653'IS LOCATED NEAR THE ENTRANCE TO THE AIRPORT.  IT IS 23 FEET
 NM1653'WEST OF THE CENTERLINE OF THE DRIVE, 11 FEET WEST OF A GATE
 NM1653'POST, 34 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 NM1653'HOUSE, 4 FEET EAST OF A POWER POLE, 2 FEET WEST OF A WITNESS
 NM1653'POST, AND 1 FOOT SOUTH OF A FENCELINE.  IT IS A USC AND GS
 NM1653'BENCH MARK DISK, SET IN THE TOP OF A CONCRETE POST, 10 INCHES
 NM1653'IN DIAMETER, AND PROJECTS 4 INCHES.  THE TRAVERSE DISTANCE
 NM1653'IS 78.087 METERS OR 256.19 FEET.
 NM1653'
 NM1653'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1653
 NM1653                          STATION RECOVERY (1969)
 NM1653
 NM1653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (TCM)
 NM1653'THE STATION AND BENCH MARKS D 154 AND E 154 WERE RECOVERED IN
 NM1653'GOOD CONDITION.  BOTH REFERENCE MARKS WERE NOT LOCATED.  THE
 NM1653'ITEMS REFERENCED TO IN THE DESCRIPTION WERE GONE AND AN AIRPLANE
 NM1653'HANGAR HAS BEEN CONSTRUCTED BETWEEN THE STATION AND RM
 NM1653'NO. 2.  SEVERAL MINUTES OF PROBING WERE SPENT IN THE AREAS
 NM1653'MENTIONED FOR THE RMS BUT NO EVIDENCE OF THE MARKS WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0617 ***********************************************************************
 OQ0617  DESIGNATION -  HAWARDEN MUNICIPAL TANK
 OQ0617  PID         -  OQ0617
 OQ0617  STATE/COUNTY-  IA/SIOUX
 OQ0617  USGS QUAD   -  HAWARDEN NORTH (1968)
 OQ0617
 OQ0617                         *CURRENT SURVEY CONTROL
 OQ0617  ___________________________________________________________________
 OQ0617* NAD 83(1996)-  43 00 00.33734(N)    096 28 32.28861(W)     ADJUSTED  
 OQ0617* NAVD 88     -                                                        
 OQ0617  ___________________________________________________________________
 OQ0617  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 OQ0617  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 OQ0617
 OQ0617  HORZ ORDER  -  THIRD
 OQ0617
 OQ0617.The horizontal coordinates were established by classical geodetic methods
 OQ0617.and adjusted by the National Geodetic Survey in May 1999..
 OQ0617
 OQ0617
 OQ0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0617
 OQ0617.The geoid height was determined by GEOID03.
 OQ0617
 OQ0617;                    North         East     Units Scale Factor Converg.
 OQ0617;SPC IA N     - 1,170,897.234 1,257,423.427   MT  0.99996217   -2 01 00.2
 OQ0617;SPC SD S     -    81,375.222   914,435.724   MT  0.99996469   +2 39 40.5
 OQ0617;SPC SD S     -   266,978.54  3,000,111.20   sFT  0.99996469   +2 39 40.5
 OQ0617;UTM  14      - 4,763,917.586   705,761.211   MT  1.00012087   +1 43 20.0
 OQ0617
 OQ0617                          SUPERSEDED SURVEY CONTROL
 OQ0617
 OQ0617  NAD 83(1996)-  43 00 00.33734(N)    096 28 32.28861(W) AD(       ) 4
 OQ0617  NAD 83(1996)-  43 00 00.33734(N)    096 28 32.28840(W) AD(       ) 4
 OQ0617  NAD 83(1996)-  43 00 00.33788(N)    096 28 32.28468(W) AD(       ) 4
 OQ0617  NAD 83(1986)-  43 00 00.34123(N)    096 28 32.27937(W) AD(       ) 4
 OQ0617  NAD 27      -  43 00 00.38400(N)    096 28 31.17000(W) AD(       ) 3
 OQ0617
 OQ0617.Superseded values are not recommended for survey control.
 OQ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0617.See file dsdata.txt to determine how the superseded data were derived.
 OQ0617
 OQ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0576163918(NAD 83)
 OQ0617_MARKER: 53 = ELEVATED TANK
 OQ0617
 OQ0617  HISTORY     - Date     Condition        Report By
 OQ0617  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0617
 OQ0617                          STATION DESCRIPTION
 OQ0617
 OQ0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0617'THIS STATION IS LOCATED IN THE NORTHEAST PART OF HAWARDEN.  IT
 OQ0617'IS A 4 LEGGED STEEL STRUCTURE, 42 FEET SQUARE AT THE BASE, AND
 OQ0617'ABOUT 125 FEET HIGH.  THE TANK IS SILVER IN COLOR AND THE LEGS
 OQ0617'ARE BLACK.
 OQ0617'
 OQ0617'THE POINT INTERSECTED WAS THE BALL FINIAL.
 OQ0617'
 OQ0617'TO REACH THE STATION FROM THE INTERSECTION, 1 BLOCK NORTH OF
 OQ0617'THE POST OFFICE IN HAWARDEN, GO EAST ON EAST HIGHWAY 10 FOR
 OQ0617'0.4 MILE.  TURN LEFT, NORTH, AND GO 0.3 MILE.  HERE TURN RIGHT
 OQ0617'AND GO EAST FOR 0.1 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0470 ***********************************************************************
 NK0470  DESIGNATION -  HAWKEYE
 NK0470  PID         -  NK0470
 NK0470  STATE/COUNTY-  IA/FAYETTE
 NK0470  USGS QUAD   -  ALPHA (1971)
 NK0470
 NK0470                         *CURRENT SURVEY CONTROL
 NK0470  ___________________________________________________________________
 NK0470* NAD 83(1996)-  42 55 14.58339(N)    092 02 08.32314(W)     ADJUSTED  
 NK0470* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 NK0470  ___________________________________________________________________
 NK0470  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 NK0470  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 NK0470
 NK0470  HORZ ORDER  -  FIRST
 NK0470
 NK0470.The horizontal coordinates were established by classical geodetic methods
 NK0470.and adjusted by the National Geodetic Survey in May 1999..
 NK0470
 NK0470.The orthometric height was scaled from a topographic map.
 NK0470
 NK0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0470
 NK0470.The geoid height was determined by GEOID03.
 NK0470
 NK0470;                    North         East     Units Scale Factor Converg.
 NK0470;SPC IA N     - 1,158,845.359 1,619,546.958   MT  0.99995510   +0 59 32.9
 NK0470;UTM  15      - 4,752,461.750   578,704.223   MT  0.99967620   +0 39 24.3
 NK0470
 NK0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0470!SPC IA N     -   0.99994852  x   0.99995510  =   0.99990362
 NK0470!UTM  15      -   0.99994852  x   0.99967620  =   0.99962473
 NK0470
 NK0470:                Primary Azimuth Mark                     Grid Az
 NK0470:SPC IA N     -  CALMAR MUNICIPAL TANK                    024 16 43.3
 NK0470:UTM  15      -  CALMAR MUNICIPAL TANK                    024 36 51.9
 NK0470
 NK0470|---------------------------------------------------------------------|
 NK0470| PID    Reference Object                     Distance      Geod. Az  |
 NK0470|                                                           dddmmss.s |
 NK0470| ON0885 CALMAR MUNICIPAL TANK               APPROX.32.4 KM 0251616.2 |
 NK0470| NJ0847 HAWKEYE MUNICIPAL TANK              APPROX. 7.1 KM 0742534.1 |
 NK0470| NJ0846 HAWKEYE TRINITY LUTH CH SPIRE       APPROX. 7.0 KM 0761312.5 |
 NK0470| NJ0836 WEST UNION MUNICIPAL TANK           APPROX.19.2 KM 0762938.7 |
 NK0470| CI6504 HAWKEYE AZ MK                                      1844607.6 |
 NK0470| NK0475 SUMNER ST JOHNS LUTH CH SPIRE       APPROX. 9.4 KM 2101434.2 |
 NK0470| NK0473 SUMNER MUNICIPAL TANK               APPROX. 9.6 KM 2113035.5 |
 NK0470| CI6505 HAWKEYE AZ MK RESET                                2173113.6 |
 NK0470| CI6506 HAWKEYE RM 1                         42.236 METERS 21952     |
 NK0470| NK0510 TRIPOLI MUNICIPAL TANK              APPROX.21.9 KM 2362219.6 |
 NK0470| CI6507 HAWKEYE RM 2                         28.212 METERS 34052     |
 NK0470|---------------------------------------------------------------------|
 NK0470
 NK0470                          SUPERSEDED SURVEY CONTROL
 NK0470
 NK0470  NAD 83(1996)-  42 55 14.58315(N)    092 02 08.32293(W) AD(       ) 1
 NK0470  NAD 83(1986)-  42 55 14.57488(N)    092 02 08.32281(W) AD(       ) 1
 NK0470  NAD 27      -  42 55 14.65280(N)    092 02 07.69680(W) AD(       ) 1
 NK0470
 NK0470.Superseded values are not recommended for survey control.
 NK0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0470.See file dsdata.txt to determine how the superseded data were derived.
 NK0470
 NK0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7870452462(NAD 83)
 NK0470_MARKER: DS = TRIANGULATION STATION DISK
 NK0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0470_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0470
 NK0470  HISTORY     - Date     Condition        Report By
 NK0470  HISTORY     - 1934     MONUMENTED       CGS
 NK0470  HISTORY     - 1961     GOOD             CGS
 NK0470  HISTORY     - 1969     GOOD             CGS
 NK0470  HISTORY     - 1969     GOOD             USGS
 NK0470
 NK0470                          STATION DESCRIPTION
 NK0470
 NK0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0470'STATION IS ABOUT 4.5 MILES S OF W OF HAWKEYE AND 6 MILES NE
 NK0470'OF SUMMER, IN THE NW 1/4 OF SEC. 33, T 94 N, R 10 W, ON LAND
 NK0470'OWNED AND OCCUPIED BY LOUIS SCHLATTER.
 NK0470'
 NK0470'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0470'BRONZE DISKS SET IN CONCRETE.
 NK0470'
 NK0470'THE STATION MARK IS ABOUT 75 FEET SSW OF MR. SCHLATTERS HOUSE.
 NK0470'50 FEET S OF BACK-YARD FENCE.  30 FEET E OF IRON FENCE.  90
 NK0470'FEET E OF BARN, AND PROJECTS 2 INCHES.
 NK0470'
 NK0470'REFERENCE MARK NO. 1 IS SW OF THE STATION.  100 FEET S OF THE
 NK0470'SE CORNER OF BARN.  10 FEET N OF GATE POST.  1 FOOT E OF FENCE
 NK0470'LINE, AND PROJECTS 7 INCHES.
 NK0470'
 NK0470'REFERENCE MARK NO. 2 IS NNW OF THE STATION.  6 FEET N OF
 NK0470'SIDEWALK LEADING TO THE W ENTRANCE TO FARMHOUSE.  1 FOOT W OF
 NK0470'IRON FENCE, AND PROJECTS 2 INCHES.
 NK0470'
 NK0470'THE AZIMUTH MARK IS S OF THE STATION.  12 FEET W OF THE CENTER
 NK0470'LINE OF LANE, 1 FOOT NE OF FENCE CORNER, AND PROJECTS 5 INCHES.
 NK0470'
 NK0470'TO REACH FROM HAWKEYE, GO S 1 BLOCK FROM THE MAIN STREET,
 NK0470'THENCE W ON GRAVEL ROAD FOR 3.5 MILES TO CROSSROADS.  TURN S
 NK0470'AND GO 1 MILE TO CROSSROADS, THENCE W 0.65 MILE TO FARMHOUSE
 NK0470'AND STATION ON S SIDE OF ROAD.
 NK0470'
 NK0470'ALL LIGHTS CAME INTO VIEW AT 60 FEET.
 NK0470
 NK0470                          STATION RECOVERY (1961)
 NK0470
 NK0470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NK0470'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 NK0470'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 NK0470'CHECKED BUT THE DIRECTION TO THE AZIMUTH MARK WAS FOUND TO
 NK0470'BE 16.2 SECONDS LARGER THAN THE PREVIOUS DIRECTION.  DUE TO
 NK0470'VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 NK0470'
 NK0470'THE STATION IS ABOUT 4 MILES SOUTHWEST OF HAWKEYE, 5 MILES
 NK0470'NORTHEAST OF SUMNER, IN THE NW 1/4 OF SEC. 33, T-94-N, R-10-W,
 NK0470'AND ON THE PROPERTY OF MR. FRED C. KRUSE JR.  IT IS 92 FEET
 NK0470'SOUTHEAST OF THE NORTHEAST CORNER OF A BARN, 69 FEET SOUTH
 NK0470'OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 36 FEET NORTHEAST
 NK0470'OF A 48 INCH COTTONWOOD TREE AND 30 FEET NORTH OF A FENCE.
 NK0470'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED HAWKEYE
 NK0470'1934.
 NK0470'
 NK0470'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HAWKEYE, GO
 NK0470'SOUTH ON PAVED STREET FOR 0.15 MILE TO A T-ROAD INTERSECTION.
 NK0470'TURN RIGHT AND GO WEST ON THE PAVED ROAD FOR 0.2 MILE TO THE
 NK0470'END OF THE PAVEMENT.  CONTINUE WEST ON THE GRAVELED ROAD FOR
 NK0470'4.3 MILES TO A GRAVELED CROSSROAD.  TURN LEFT AND GO SOUTH
 NK0470'ON THE GRAVELED ROAD FOR 1.0 MILE TO A GRAVELED CROSSROAD.
 NK0470'TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.35 MILE TO A
 NK0470'FRAME HOUSE AND THE STATION ON THE RIGHT.
 NK0470'
 NK0470'TO REACH THE AZIMUTH MARK FROM THE STATION, WALK SOUTH ALONG
 NK0470'FENCE LINE FOR 0.2 MILE TO A FENCE CORNER AND THE AZIMUTH
 NK0470'MARK.
 NK0470'
 NK0470'REFERENCE MARK 1 IS 12 FEET WEST OF THE CENTERLINE OF A FIELD
 NK0470'ROAD, 1 FOOT EAST OF A FENCE AND 1 FOOT SOUTH OF A WITNESS
 NK0470'POST.  THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED
 NK0470'HAWKEYE NO 1 1934.
 NK0470'
 NK0470'REFERENCE MARK 2 IS 14 FEET EAST OF THE CENTERLINE OF A
 NK0470'DRIVEWAY, 5 FEET NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK
 NK0470'AND 1 FOOT WEST OF A FENCE.  THE MONUMENT IS UNDERGROUND 2
 NK0470'INCHES AND THE DISK IS STAMPED HAWKEYE NO 2 1961.
 NK0470'
 NK0470'THE AZIMUTH MARK IS 1 FOOT EAST OF A FENCE, 1 FOOT NORTHEAST
 NK0470'OF THE FENCE CORNER, 1 FOOT NORTH OF A WITNESS POST AND IN THE
 NK0470'SOUTHEAST CORNER OF A PASTURE FIELD.  THE MONUMENT PROJECTS
 NK0470'2 INCHES AND THE DISK IS STAMPED HAWKEYE 1934 AZIMUTH.
 NK0470'
 NK0470'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NK0470
 NK0470                          STATION RECOVERY (1969)
 NK0470
 NK0470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NK0470'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 NK0470'NO. 2 WERE RECOVERED AS DESCRIBED IN THE 1961 DESCRIPTION
 NK0470'AND THE MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 NK0470'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION BUT THE SITE
 NK0470'OF THE MARK IS NOW IN A CULTIVATED FIELD AND THE MARK WAS
 NK0470'MOVED AT THE REQUEST OF THE PROPERTY OWNER MR. HERBERT NAUHOLZ
 NK0470'WHO LIVES ABOUT 1/4 MILE NORTH OF THE STATION ON THE EAST SIDE
 NK0470'OF COUNTY ROAD V 68.  THE DISTANCE AND DIRECTION TO THE MARKS
 NK0470'WERE VERIFIED.  THE 1961 DESCRIPTION IS ADEQUATE FOR RECOVERY
 NK0470'EXCEPT FOR THE NEW AZIMUTH MARK SET BY THIS PARTY.
 NK0470'
 NK0470'FOLLOWING IS A DESCRIPTION FOR THE NEW AZIMUTH MARK.
 NK0470'
 NK0470'AZIMUTH MARK, A STANDARD DISK STAMPED HAWKEYE 1934 1969,
 NK0470'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 NK0470'INCHES.  IT IS 45 FEET WEST OF THE CENTER OF COUNTY ROAD V
 NK0470'68, 10 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, 2.5 FEET
 NK0470'SOUTH-SOUTHEAST OF A BRACE POST, 1 FOOT EAST OF A FENCE, AND
 NK0470'1 FOOT NORTH OF A METAL WITNESS POST.
 NK0470'
 NK0470'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 NK0470'GRAVELED ROAD FOR 0.35 MILE TO A CROSSROAD.  TURN LEFT AND
 NK0470'GO SOUTH ON COUNTY ROAD V 68 FOR 0.5 MILE TO A FIELD ENTRANCE
 NK0470'AND THE AZIMUTH MARK ON THE RIGHT.
 NK0470'
 NK0470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 NK0470'MILES SW OF HAWKEYE.
 NK0470
 NK0470                          STATION RECOVERY (1969)
 NK0470
 NK0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 NK0470'STATION MARK AND ALL OTHER SURFACE MARKS FOUND IN GOOD CONDITION
 NK0470'AS DESCRIBED.
 NK0470'
 NK0470'ALL MEASUREMENTS CHECKED O.K.
 NK0470'
 NK0470'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0847 ***********************************************************************
 NJ0847  DESIGNATION -  HAWKEYE MUNICIPAL TANK
 NJ0847  PID         -  NJ0847
 NJ0847  STATE/COUNTY-  IA/FAYETTE
 NJ0847  USGS QUAD   -  HAWKEYE (1981)
 NJ0847
 NJ0847                         *CURRENT SURVEY CONTROL
 NJ0847  ___________________________________________________________________
 NJ0847* NAD 83(1996)-  42 56 16.58194(N)    091 57 05.02287(W)     ADJUSTED  
 NJ0847* NAVD 88     -                                                        
 NJ0847  ___________________________________________________________________
 NJ0847  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 NJ0847  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 NJ0847
 NJ0847  HORZ ORDER  -  THIRD
 NJ0847
 NJ0847.The horizontal coordinates were established by classical geodetic methods
 NJ0847.and adjusted by the National Geodetic Survey in May 1999..
 NJ0847
 NJ0847
 NJ0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0847
 NJ0847.The geoid height was determined by GEOID03.
 NJ0847
 NJ0847;                    North         East     Units Scale Factor Converg.
 NJ0847;SPC IA N     - 1,160,880.714 1,626,389.173   MT  0.99995647   +1 02 58.4
 NJ0847;UTM  15      - 4,754,456.466   585,556.367   MT  0.99969005   +0 42 51.7
 NJ0847
 NJ0847                          SUPERSEDED SURVEY CONTROL
 NJ0847
 NJ0847  NAD 83(1996)-  42 56 16.58173(N)    091 57 05.02261(W) AD(       ) 4
 NJ0847  NAD 83(1986)-  42 56 16.57319(N)    091 57 05.02226(W) AD(       ) 4
 NJ0847  NAD 27      -  42 56 16.65100(N)    091 57 04.40900(W) AD(       ) 3
 NJ0847
 NJ0847.Superseded values are not recommended for survey control.
 NJ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0847.See file dsdata.txt to determine how the superseded data were derived.
 NJ0847
 NJ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8555654456(NAD 83)
 NJ0847_MARKER: 53 = ELEVATED TANK
 NJ0847
 NJ0847  HISTORY     - Date     Condition        Report By
 NJ0847  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0847  HISTORY     - 1961     GOOD             CGS
 NJ0847
 NJ0847                          STATION DESCRIPTION
 NJ0847
 NJ0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0847'STATION IS THE PEAK OF THE CONICAL-TOPPED MUNICIPAL TANK IN
 NJ0847'HAWKEYE.  THE TANK IS WOODEN, BLACK AND HAS A SHINGLED ROOF.
 NJ0847'IT IS ABOUT 90 FEET HIGH AND WAS ERECTED IN ABOUT 1905.  IT
 NJ0847'IS ACROSS THE STREET FROM THE CITY PARK (E), AND IS NOT VERY
 NJ0847'PROMINENT.
 NJ0847
 NJ0847                          STATION RECOVERY (1961)
 NJ0847
 NJ0847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0847'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0846 ***********************************************************************
 NJ0846  DESIGNATION -  HAWKEYE TRINITY LUTH CH SPIRE
 NJ0846  PID         -  NJ0846
 NJ0846  STATE/COUNTY-  IA/FAYETTE
 NJ0846  USGS QUAD   -  HAWKEYE (1981)
 NJ0846
 NJ0846                         *CURRENT SURVEY CONTROL
 NJ0846  ___________________________________________________________________
 NJ0846* NAD 83(1996)-  42 56 08.13211(N)    091 57 10.56651(W)     ADJUSTED  
 NJ0846* NAVD 88     -                                                        
 NJ0846  ___________________________________________________________________
 NJ0846  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 NJ0846  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 NJ0846
 NJ0846  HORZ ORDER  -  THIRD
 NJ0846
 NJ0846.The horizontal coordinates were established by classical geodetic methods
 NJ0846.and adjusted by the National Geodetic Survey in May 1999..
 NJ0846
 NJ0846
 NJ0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0846
 NJ0846.The geoid height was determined by GEOID03.
 NJ0846
 NJ0846;                    North         East     Units Scale Factor Converg.
 NJ0846;SPC IA N     - 1,160,617.717 1,626,268.279   MT  0.99995628   +1 02 54.7
 NJ0846;UTM  15      - 4,754,194.250   585,433.970   MT  0.99968979   +0 42 47.8
 NJ0846
 NJ0846                          SUPERSEDED SURVEY CONTROL
 NJ0846
 NJ0846  NAD 83(1996)-  42 56 08.13190(N)    091 57 10.56619(W) AD(       ) 4
 NJ0846  NAD 83(1986)-  42 56 08.12338(N)    091 57 10.56549(W) AD(       ) 4
 NJ0846  NAD 27      -  42 56 08.20400(N)    091 57 09.94000(W) AD(       ) 3
 NJ0846
 NJ0846.Superseded values are not recommended for survey control.
 NJ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0846.See file dsdata.txt to determine how the superseded data were derived.
 NJ0846
 NJ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8543454194(NAD 83)
 NJ0846_MARKER: 90 = CHURCH SPIRE
 NJ0846
 NJ0846  HISTORY     - Date     Condition        Report By
 NJ0846  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0846
 NJ0846                          STATION DESCRIPTION
 NJ0846
 NJ0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0846'STATION IS THE TIP OF SPIRE ON THE TRINITY LUTHERAN CHURCH, IN
 NJ0846'THE SW SECTION OF THE VILLAGE OF HAWKEYE.  THE SPIRE IS VERY
 NJ0846'TALL AND THIN WITH SHINGLE COVERING, AND SURMOUNTS A GRAY BELFRY.
 NJ0846'
 NJ0846'THE SPIRE IS ABOUT 100 FEET HIGH AND WAS ERECTED IN 1910.  THE
 NJ0846'SPIRE IS OVER THE MAIN ENTRANCE, WHICH IS AT THE N END OF THE
 NJ0846'BUILDING.  IT IS THE MOST PROMINENT OBJECT IN HAWKEYE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0635 ***********************************************************************
 NL0635  DESIGNATION -  HAYES
 NL0635  PID         -  NL0635
 NL0635  STATE/COUNTY-  IA/IDA
 NL0635  USGS QUAD   -  IDA GROVE (1967)
 NL0635
 NL0635                         *CURRENT SURVEY CONTROL
 NL0635  ___________________________________________________________________
 NL0635* NAD 83(1996)-  42 17 43.64944(N)    095 24 23.79423(W)     ADJUSTED  
 NL0635* NAVD 88     -       464.     (meters)    1522.     (feet)  SCALED    
 NL0635  ___________________________________________________________________
 NL0635  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 NL0635  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 NL0635
 NL0635  HORZ ORDER  -  FIRST
 NL0635
 NL0635.The horizontal coordinates were established by classical geodetic methods
 NL0635.and adjusted by the National Geodetic Survey in May 1999..
 NL0635
 NL0635.The orthometric height was scaled from a topographic map.
 NL0635
 NL0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0635
 NL0635.The geoid height was determined by GEOID03.
 NL0635
 NL0635;                    North         East     Units Scale Factor Converg.
 NL0635;SPC IA N     - 1,090,129.247 1,342,787.406   MT  0.99996635   -1 17 31.9
 NL0635;UTM  15      - 4,685,386.205   301,609.372   MT  1.00008430   -1 37 12.2
 NL0635
 NL0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0635!SPC IA N     -   0.99993166  x   0.99996635  =   0.99989801
 NL0635!UTM  15      -   0.99993166  x   1.00008430  =   1.00001595
 NL0635
 NL0635|---------------------------------------------------------------------|
 NL0635| PID    Reference Object                     Distance      Geod. Az  |
 NL0635|                                                           dddmmss.s |
 NL0635| CO3662 HAYES RM 1                           35.564 METERS 09432     |
 NL0635| NL0616 SCHLESWIG MUNICIPAL TANK            APPROX.14.5 KM 1900353.2 |
 NL0635| CO3663 HAYES RM 2                           41.365 METERS 19222     |
 NL0635| NL0617 EVANGELICAL LUTH CH STEEPLE         APPROX. 9.0 KM 2081445.5 |
 NL0635| CO3661 HAYES AZ MK                                        2883125.8 |
 NL0635| NL0634 IDA GROVE IDA CO CTHSE STEEPLE      APPROX. 7.2 KM 3154314.9 |
 NL0635| NL0632 IDA GROVE MUNICIPAL STANDPIPE       APPROX. 7.3 KM 3160717.5 |
 NL0635| NL0633 IDA GROVE IOWA PUB SER STACK        APPROX. 7.6 KM 3170601.9 |
 NL0635|---------------------------------------------------------------------|
 NL0635
 NL0635                          SUPERSEDED SURVEY CONTROL
 NL0635
 NL0635  NAD 83(1996)-  42 17 43.64939(N)    095 24 23.79576(W) AD(       ) 1
 NL0635  NAD 83(1986)-  42 17 43.64901(N)    095 24 23.79587(W) AD(       ) 1
 NL0635  NAD 27      -  42 17 43.69700(N)    095 24 22.81000(W) AD(       ) 1
 NL0635
 NL0635.Superseded values are not recommended for survey control.
 NL0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0635.See file dsdata.txt to determine how the superseded data were derived.
 NL0635
 NL0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0160985386(NAD 83)
 NL0635_MARKER: DS = TRIANGULATION STATION DISK
 NL0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0635
 NL0635  HISTORY     - Date     Condition        Report By
 NL0635  HISTORY     - 1950     MONUMENTED       CGS
 NL0635
 NL0635                          STATION DESCRIPTION
 NL0635
 NL0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0635'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF IDA GROVE
 NL0635'AND IN THE FARM YARD OWNED BY MRS. E. GEMMILL.  IT IS 67
 NL0635'FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A BARN, 63.5
 NL0635'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A GRANARY
 NL0635'AND 22 FEET NORTHEAST OF THE SOUTHEAST CORNER OF BARN LOT.
 NL0635'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 NL0635'DISK IS STAMPED HAYES 1950.
 NL0635'
 NL0635'REFERENCE MARK NO. 1 IS 65 FEET NORTHWEST OF THE NORTHWEST
 NL0635'CORNER OF THE HOUSE AND 1 FOOT NORTH OF THE NORTHWEST CORNER
 NL0635'OF THE YARD FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NL0635'IS STAMPED HAYES NO 1 1950
 NL0635'
 NL0635'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF THE NORTHWEST CORNER
 NL0635'OF A MACHINE SHED.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NL0635'IS STAMPED HAYES NO 2 1950.
 NL0635'
 NL0635'AZIMUTH MARK IS 36 FEET SOUTH OF THE CENTERLINE OF A DIRT
 NL0635'ROAD AND 4 FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 NL0635'3 INCHES AND THE DISK IS STAMPED HAYES 1950.
 NL0635'
 NL0635'TO REACH FROM THE STATE HIGHWAY DEPARTMENT GARAGE AT THE
 NL0635'NORTHEAST EDGE OF IDA GROVE, GO EASTERLY ON STATE HIGHWAYS
 NL0635'59 AND 175 FOR 2.0 MILES TO THEIR JUNCTION, CONTINUE EAST
 NL0635'ON HIGHWAY 175 1.0 MILE TO CROSSROADS, TURN RIGHT (SOUTH)
 NL0635'ON GRAVELED ROAD 2.5 MILES TO A T ROAD LEFT, TURN LEFT (EAST)
 NL0635'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST
 NL0635'0.5 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT (SOUTH)
 NL0635'0.15 MILE TO FARM YARD AND THE STATION AS DESCRIBED.
 NL0635'
 NL0635'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0516 ***********************************************************************
 MH0516  DESIGNATION -  HEALD
 MH0516  PID         -  MH0516
 MH0516  STATE/COUNTY-  IA/JEFFERSON
 MH0516  USGS QUAD   -  BROOKVILLE (1980)
 MH0516
 MH0516                         *CURRENT SURVEY CONTROL
 MH0516  ___________________________________________________________________
 MH0516* NAD 83(1996)-  41 05 54.50115(N)    092 02 40.28171(W)     ADJUSTED  
 MH0516* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 MH0516  ___________________________________________________________________
 MH0516  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 MH0516  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 MH0516
 MH0516  HORZ ORDER  -  FIRST
 MH0516
 MH0516.The horizontal coordinates were established by classical geodetic methods
 MH0516.and adjusted by the National Geodetic Survey in May 1999..
 MH0516
 MH0516.The orthometric height was scaled from a topographic map.
 MH0516
 MH0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0516
 MH0516.The geoid height was determined by GEOID03.
 MH0516
 MH0516;                    North         East     Units Scale Factor Converg.
 MH0516;SPC IA S     -   123,006.420   622,262.593   MT  0.99994996   +0 57 31.4
 MH0516;UTM  15      - 4,550,128.356   580,237.902   MT  0.99967924   +0 37 41.2
 MH0516
 MH0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0516!SPC IA S     -   0.99996781  x   0.99994996  =   0.99991777
 MH0516!UTM  15      -   0.99996781  x   0.99967924  =   0.99964706
 MH0516
 MH0516|---------------------------------------------------------------------|
 MH0516| PID    Reference Object                     Distance      Geod. Az  |
 MH0516|                                                           dddmmss.s |
 MH0516| CL8709 HEALD RM 1                           47.030 METERS 04202     |
 MH0516| CL8708 HEALD AZ MK                                        0943503.6 |
 MH0516| MG0852 FAIRFIELD IA ELEC P AND L MAST      APPROX.12.0 KM 1452545.2 |
 MH0516| MG0848 FAIRFIELD JEFF CO CTHSE TOWER       APPROX.12.1 KM 1452735.5 |
 MH0516| MG0844 FAIRFIELD SOUTH MUNICIPAL TANK      APPROX.12.5 KM 1460456.1 |
 MH0516| MG0842 FAIRFIELD NORTH MUNICIPAL TANK      APPROX.11.4 KM 1471244.8 |
 MH0516| MG0847 FAIRFIELD LOUDEN MACHINERY TK       APPROX.11.8 KM 1483006.9 |
 MH0516| MG0846 FAIRFIELD LOUDEN MACHINERY STK      APPROX.11.7 KM 1483602.9 |
 MH0516| MG0845 FAIRFIELD LOGAN SCHOOL SPIRE        APPROX.12.4 KM 1485337.7 |
 MH0516| CL8710 HEALD RM 2                           74.722 METERS 15626     |
 MH0516|---------------------------------------------------------------------|
 MH0516
 MH0516                          SUPERSEDED SURVEY CONTROL
 MH0516
 MH0516  NAD 83(1986)-  41 05 54.50793(N)    092 02 40.29552(W) AD(       ) 1
 MH0516  NAD 27      -  41 05 54.44530(N)    092 02 39.66180(W) AD(       ) 1
 MH0516
 MH0516.Superseded values are not recommended for survey control.
 MH0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0516.See file dsdata.txt to determine how the superseded data were derived.
 MH0516
 MH0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8023850128(NAD 83)
 MH0516_MARKER: DS = TRIANGULATION STATION DISK
 MH0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0516_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0516
 MH0516  HISTORY     - Date     Condition        Report By
 MH0516  HISTORY     - 1934     MONUMENTED       CGS
 MH0516  HISTORY     - 1955     GOOD             CGS
 MH0516  HISTORY     - 1956     GOOD             CGS
 MH0516
 MH0516                          STATION DESCRIPTION
 MH0516
 MH0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0516'STATION IS ABOUT 7 MILES NW OF FAIRFIELD AND 3 MILES SE OF
 MH0516'PACKWOOD, NEAR E 1/4 CORNER SEC. 30, T 73 N, R 10 W, ON LAND
 MH0516'OWNED BY JOHN HEALD.  THE STATION MARK IS IN A GROVE OF THREE
 MH0516'LARGE MAPLE TREES, 140 FEET W OF THE CENTER LINE OF DIRT ROAD,
 MH0516'85 FEET NW OF GATE, 30 FEET W OF THE NORTHERNMOST MAPLE TREE,
 MH0516'30 FEET N OF THE WESTERNMOST MAPLE TREE, 50 FEET NW OF THE
 MH0516'OTHER MAPLE TREE AND IS BELOW THE SURFACE 12 INCHES.
 MH0516'
 MH0516'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MH0516'BRONZE DISKS SET IN CONCRETE.
 MH0516'
 MH0516'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1 FOOT W OF FENCE LINE,
 MH0516'18 FEET E OF THE CENTER LINE OF ROAD, 181 FEET N OF T-INTERSECTION
 MH0516'AND PROJECTS 6 INCHES, ABOVE THE SURFACE.
 MH0516'
 MH0516'REFERENCE MARK NO. 2 IS SE OF THE STATION, 1 FOOT W OF FENCE
 MH0516'LINE, 18 FEET E OF THE CENTER LINE OF ROAD, 158 FEET S OF
 MH0516'T-INTERSECTION AND PROJECTS 8 INCHES ABOVE THE SURFACE.
 MH0516'
 MH0516'THE AZIMUTH MARK IS E OF THE STATION, 24 FEET S OF THE CENTER
 MH0516'LINE OF DIRT ROAD, 4 FEET SSW OF T-FENCE CORNER AT GATE, 1
 MH0516'FOOT W OF FENCE LINE AND PROJECTS 6 INCHES ABOVE THE SURFACE.
 MH0516'
 MH0516'TO REACH FROM PACKWOOD BY COUNTY HIGHWAY P, GO S 0.8 MILE,
 MH0516'THENCE E 1.0 MILE, THENCE S 1.0 MILE TO CROSSROADS, TURN E
 MH0516'AND GO 1.0 MILE TO CROSS ROAD, THENCE S 0.5 MILE TO STATION
 MH0516'ON THE W SIDE OF ROAD IN GROVE (THE GROVE IS JUST N OF A T-ROAD
 MH0516'LEADING E).
 MH0516'
 MH0516'ALL LIGHTS CAME INTO VIEW AT 100 FEET.
 MH0516
 MH0516                          STATION RECOVERY (1955)
 MH0516
 MH0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 MH0516'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 MH0516'CONDITION.  ONLY ONE OF THE 3 LARGE TREES REMAINS.  A COMPLETE
 MH0516'DESCRIPTION FOLLOWS.
 MH0516'
 MH0516'THE STATION IS LOCATED NEAR A LARGE LONE MAPLE TREE AT THE EAST
 MH0516'EDGE OF A CULTIVATED FIELD.  IT IS ABOUT 8 MILES AIRLINE
 MH0516'NORTHWEST OF FAIRFIELD AND ABOUT 3 MILES AIRLINE SOUTHEAST OF
 MH0516'PACKWOOD.
 MH0516'
 MH0516'TO REACH FROM THE WEST SIDE OF THE JEFFERSON COUNTY COURT HOUSE
 MH0516'IN FAIRFIELD, GO WEST ON WEST BRIGGS STREET FOR 1 BLOCK TO
 MH0516'STATE HIGHWAY 1.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 1
 MH0516'FOR 5.4 MILES TO A CROSS ROAD.  TURN LEFT AND GO WEST FOR 4.0
 MH0516'MILES TO A CROSS ROAD.  TURN RIGHT AND GO NORTH FOR 1.0 MILE TO
 MH0516'A LONE TREE AND AN IRON GATE ON THE LEFT AND THE STATION.
 MH0516'
 MH0516'THE STATION MARK IS A STANDARD DISK STAMPED HEALD 1934, SET
 MH0516'IN THE TOP OF AN 18-INCH-DIAMETER CONCRETE MONUMENT 12 INCHES
 MH0516'BELOW GROUND SURFACE.  IT IS 31.2 FEET NORTH OF A LONE MAPLE
 MH0516'TREE, 75.4 FEET NORTHWEST OF THE NORTH GATE POST OF AN IRON
 MH0516'GATE, 76 FEET WEST OF THE CENTER LINE OF A DIRT ROAD, AND 52
 MH0516'FEET WEST OF A FENCE.
 MH0516'
 MH0516'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HEALD
 MH0516'NO 1 1934, SET IN THE TOP OF A 10-INCH-DIAMETER CONCRETE MONUMENT
 MH0516'THAT PROJECTS 6 INCHES.  IT IS 18 FEET EAST OF THE CENTER LINE
 MH0516'OF THE DIRT ROAD, 1 FOOT WEST OF A FENCE, AND ABOUT 2 FEET
 MH0516'HIGHER THAN THE STATION.
 MH0516'
 MH0516'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HEALD
 MH0516'NO 2 1934, SET IN THE TOP OF A 10-INCH-DIAMETER CONCRETE MONUMENT
 MH0516'THAT PROJECTS 8 INCHES.  IT IS 18 FEET EAST OF THE CENTER LINE
 MH0516'OF THE DIRT ROAD, 1 FOOT WEST OF A FENCE LINE, AND ABOUT 2 FEET
 MH0516'HIGHER THAN THE STATION.
 MH0516'
 MH0516'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 MH0516'HEALD AZIMUTH 1934, SET IN THE TOP OF A 10-INCH-DIAMETER CONCRETE
 MH0516'MONUMENT THAT PROJECTS 6 INCHES.  IT IS 26 FEET SOUTH OF THE
 MH0516'CENTER LINE OF A DIRT ROAD, 5 FEET SOUTH OF A GATE POST, AND
 MH0516'ACROSS THE ROAD FROM A T-FENCE INTERSECTION.  TO REACH FROM
 MH0516'THE STATION, GO EAST ON DIRT ROAD FOR 0.25 MILE TO A T-FENCE
 MH0516'INTERSECTION ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 MH0516
 MH0516                          STATION RECOVERY (1956)
 MH0516
 MH0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0516'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 MH0516'CONDITION.  A NEW ROUTE TO THE STATION IS AS FOLLOWS.
 MH0516'
 MH0516'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 MH0516'STATE HIGHWAY 1 IN FAIRFIELD, GO NORTH ON STATE HIGHWAY 1 FOR
 MH0516'5.4 MILES TO A CROSSROAD, TURN LEFT ON GRAVEL ROAD FOR 4.0 MILES
 MH0516'TO A CROSSROAD, TURN RIGHT, NORTH, ON DIRT ROAD FOR 1.0 MILE
 MH0516'TO A SIDE ROAD RIGHT AND THE STATION ON THE LEFT NEAR A LONE
 MH0516'MAPLE TREE.
 MH0516'
 MH0516'THIS STATION WAS NOT OCCUPIED BY AN OBSERVING UNIT THIS YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0356 ***********************************************************************
 NM0356  DESIGNATION -  HEDGES
 NM0356  PID         -  NM0356
 NM0356  STATE/COUNTY-  IA/WOODBURY
 NM0356  USGS QUAD   -  LUTON (1964)
 NM0356
 NM0356                         *CURRENT SURVEY CONTROL
 NM0356  ___________________________________________________________________
 NM0356* NAD 83(1996)-  42 19 10.70694(N)    096 08 06.23295(W)     ADJUSTED  
 NM0356* NAVD 88     -       430.841  (meters)    1413.52   (feet)  ADJUSTED  
 NM0356  ___________________________________________________________________
 NM0356  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 NM0356  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 NM0356  DYNAMIC HT  -         430.699 (meters)    1413.05  (feet)  COMP
 NM0356  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 NM0356
 NM0356  HORZ ORDER  -  SECOND
 NM0356  VERT ORDER  -  SECOND    CLASS 0
 NM0356
 NM0356.The horizontal coordinates were established by classical geodetic methods
 NM0356.and adjusted by the National Geodetic Survey in May 1999..
 NM0356
 NM0356.The orthometric height was determined by differential leveling
 NM0356.and adjusted by the National Geodetic Survey in June 1991..
 NM0356
 NM0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0356
 NM0356.The geoid height was determined by GEOID03.
 NM0356
 NM0356.The dynamic height is computed by dividing the NAVD 88
 NM0356.geopotential number by the normal gravity value computed on the
 NM0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0356.degrees latitude (g = 980.6199 gals.).
 NM0356
 NM0356.The modeled gravity was interpolated from observed gravity values.
 NM0356
 NM0356;                    North         East     Units Scale Factor Converg.
 NM0356;SPC IA N     - 1,094,427.434 1,282,821.921   MT  0.99996371   -1 47 09.2
 NM0356;UTM  14      - 4,689,242.225   736,085.364   MT  1.00028583   +1 55 47.1
 NM0356
 NM0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0356!SPC IA N     -   0.99993661  x   0.99996371  =   0.99990032
 NM0356!UTM  14      -   0.99993661  x   1.00028583  =   1.00022242
 NM0356
 NM0356                          SUPERSEDED SURVEY CONTROL
 NM0356
 NM0356  NAD 83(1996)-  42 19 10.70721(N)    096 08 06.23290(W) AD(       ) 2
 NM0356  NAD 83(1996)-  42 19 10.70704(N)    096 08 06.23299(W) AD(       ) 2
 NM0356  NAD 83(1996)-  42 19 10.70693(N)    096 08 06.23309(W) AD(       ) 2
 NM0356  NAD 83(1986)-  42 19 10.70852(N)    096 08 06.23201(W) AD(       ) 2
 NM0356  NAD 27      -  42 19 10.73600(N)    096 08 05.15600(W) AD(       ) 2
 NM0356  NGVD 29 (??/??/92)  430.688  (m)         1413.02   (f) ADJ UNCH    2 0
 NM0356
 NM0356.Superseded values are not recommended for survey control.
 NM0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0356.See file dsdata.txt to determine how the superseded data were derived.
 NM0356
 NM0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3608589242(NAD 83)
 NM0356_MARKER: P = PIPE CAP
 NM0356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0356_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0356
 NM0356  HISTORY     - Date     Condition        Report By
 NM0356  HISTORY     - 1945     MONUMENTED       MORC
 NM0356  HISTORY     - 1949     GOOD             NGS
 NM0356  HISTORY     - 1950     GOOD             CGS
 NM0356
 NM0356                          STATION DESCRIPTION
 NM0356
 NM0356'DESCRIBED BY MISSOURI RIVER COMMISSION 1945 (JCP)
 NM0356'THE STATION IS LOCATED ABOUT 4.5 MILES N OF THE VILLAGE OF HOLLY
 NM0356'SPRINGS AND 0.6 MILE E OF STATE HIGHWAY 141.  IT IS ON THE SUMMIT
 NM0356'OF HILL WITH BLUFFS TO THE W AND A CULTIVATED FIELD TO THE E.
 NM0356'IT IS 6.237 METERS (20.46 FEET) ESE OF STATION WASHBURN 1934.
 NM0356'THE STATION IS A CAST-IRON PIPE 6 INCHES IN DIAMETER AND PROJECTS
 NM0356'10 INCHES.  THE IRON CAP ON THE PIPE HAS A SMALL TRIANGLE WITH
 NM0356'HOLE IN CENTER WHICH WAS THE POINT MEASURED AND OBSERVED.
 NM0356'THERE IS NO STAMPING ON THE CAP.
 NM0356'
 NM0356'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NM0356'AND 75 AND STATE HIGHWAY 141 IN THE S SECTION OF THE CITY OF
 NM0356'SIOUX CITY, GO SE ON HIGHWAY 141 FOR 4.75 MILES TO A RAILROAD
 NM0356'OVERPASS, CONTINUE ON FOR 5.05 MILES TO A RAILROAD CROSSING,
 NM0356'CROSS TRACKS AND GO 1.05 MILES TO THE HANSON TRADING POST ON
 NM0356'THE RIGHT.  CONTINUE ON HIGHWAY 141 FOR 4.0 MILES TO A T-ROAD
 NM0356'LEFT, CONTINUE ON HIGHWAY 141 FOR 0.6 MILE TO A FARM HOUSE
 NM0356'ON THE LEFT, THENCE 0.1 MILE TO A GRAVELED T-ROAD RIGHT.
 NM0356'CONTINUE ON HIGHWAY 141 FOR 2.0 MILES TO AN OLD HOUSE ON THE
 NM0356'LEFT AND AN OLD BARN ON THE RIGHT.  TURN LEFT ON FARM
 NM0356'DRIVEWAY AND GO E FOR 0.6 MILE TO THE SUMMIT OF THE RIDGE,
 NM0356'THENCE TURN SHARP RIGHT AND GO ABOUT 100 YARDS ACROSS FIELD
 NM0356'TO A N-S FENCE LINE AND THE STATION AS DESCRIBED.
 NM0356'
 NM0356'THIS IS A TRAVERSE STATION.
 NM0356
 NM0356                          STATION RECOVERY (1949)
 NM0356
 NM0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0356'9.6 MI E FROM SALIX.
 NM0356'0.6 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND NORTH
 NM0356'WESTERN RAILROAD STATION AT SALIX, THENCE 0.5 MILE EAST ALONG
 NM0356'A GRADED DIRT ROAD, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD,
 NM0356'THENCE 4.45 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE
 NM0356'NORTHWEST ALONG STATE HIGHWAY 41, THENCE 0.6 MILE EAST ALONG
 NM0356'A PRIVATE ROAD LEADING TO THE SUMMIT OF THE RIDGE, THENCE ABOUT
 NM0356'300 FEET WEST SOUTHWEST TO THE HIGHEST POINT OF THE RIDGE AND
 NM0356'THE VICINITY OF THE MARK, 20.4 FEET SOUTHEAST OF TRIANGULATION
 NM0356'STATION WASHBURN 1934, 26 FEET WEST OF A NORTH AND SOUTH FENCE,
 NM0356'A MISSOURI RIVER COMMISSION STANDARD CAP ON THE TOP OF AN IRON
 NM0356'PIPE.
 NM0356
 NM0356                          STATION RECOVERY (1950)
 NM0356
 NM0356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM0356'THIS STATION WAS RECOVERED AND THE MARK WAS FOUND IN GOOD
 NM0356'CONDITION.  THE TRAVERSE DISTANCE AND DIRECTION FROM WASHBURN
 NM0356'1934 TO HEDGES (MO.RC) WAS CHECKED AND FOUND TO BE CORRECT.
 NM0356'
 NM0356'THE 1945 DESCRIPTION BY J.C.P. IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0519 ***********************************************************************
 MH0519  DESIGNATION -  HEDRICK
 MH0519  PID         -  MH0519
 MH0519  STATE/COUNTY-  IA/KEOKUK
 MH0519  USGS QUAD   -  PEKIN (1980)
 MH0519
 MH0519                         *CURRENT SURVEY CONTROL
 MH0519  ___________________________________________________________________
 MH0519* NAD 83(1996)-  41 10 49.29111(N)    092 12 50.44924(W)     ADJUSTED  
 MH0519* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 MH0519  ___________________________________________________________________
 MH0519  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 MH0519  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MH0519
 MH0519  HORZ ORDER  -  FIRST
 MH0519
 MH0519.The horizontal coordinates were established by classical geodetic methods
 MH0519.and adjusted by the National Geodetic Survey in May 1999..
 MH0519
 MH0519.The orthometric height was scaled from a topographic map.
 MH0519
 MH0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0519
 MH0519.The geoid height was determined by GEOID03.
 MH0519
 MH0519;                    North         East     Units Scale Factor Converg.
 MH0519;SPC IA S     -   131,874.590   607,891.729   MT  0.99994843   +0 50 49.5
 MH0519;UTM  15      - 4,559,076.625   565,922.413   MT  0.99965348   +0 31 03.1
 MH0519
 MH0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0519!SPC IA S     -   0.99996621  x   0.99994843  =   0.99991464
 MH0519!UTM  15      -   0.99996621  x   0.99965348  =   0.99961970
 MH0519
 MH0519:                Primary Azimuth Mark                     Grid Az
 MH0519:SPC IA S     -  SIGOURNEY MUNICIPAL TANK                 001 25 55.2
 MH0519:UTM  15      -  SIGOURNEY MUNICIPAL TANK                 001 45 41.6
 MH0519
 MH0519|---------------------------------------------------------------------|
 MH0519| PID    Reference Object                     Distance      Geod. Az  |
 MH0519|                                                           dddmmss.s |
 MH0519| MH0505 SIGOURNEY MUNICIPAL TANK            APPROX.16.9 KM 0021644.7 |
 MH0519| MH0506 SIGOURNEY KEOKUK CO CTHSE DOME      APPROX.17.0 KM 0024021.3 |
 MH0519| CL9500 HEDRICK AZ MK                                      0060420.7 |
 MH0519| MG0857 KEOTA MUNICIPAL TANK                APPROX.29.7 KM 0472950.0 |
 MH0519| MH0502 ST PETER AND PAUL CH SW KEOTA       APPROX.22.3 KM 0512344.0 |
 MH0519| CL9501 HEDRICK RM 1                         56.035 METERS 10119     |
 MH0519| CL9502 HEDRICK RM 2                         40.447 METERS 18026     |
 MH0519| MH0524 WAPELLO COUNTY FARM TANK            APPROX.18.6 KM 2313605.2 |
 MH0519| MH0520 HEDRICK MUNICIPAL TANK              APPROX. 8.1 KM 2633205.2 |
 MH0519| MH0540 WHAT CHEER MUNICIPAL TANK           APPROX.26.5 KM 3340220.9 |
 MH0519|---------------------------------------------------------------------|
 MH0519
 MH0519                          SUPERSEDED SURVEY CONTROL
 MH0519
 MH0519  NAD 83(1986)-  41 10 49.29656(N)    092 12 50.46121(W) AD(       ) 1
 MH0519  NAD 27      -  41 10 49.24440(N)    092 12 49.80970(W) AD(       ) 1
 MH0519
 MH0519.Superseded values are not recommended for survey control.
 MH0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0519.See file dsdata.txt to determine how the superseded data were derived.
 MH0519
 MH0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF6592259077(NAD 83)
 MH0519_MARKER: DS = TRIANGULATION STATION DISK
 MH0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0519_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0519+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 MH0519
 MH0519  HISTORY     - Date     Condition        Report By
 MH0519  HISTORY     - 1934     MONUMENTED       CGS
 MH0519  HISTORY     - 1956     GOOD             CGS
 MH0519  HISTORY     - 1975     GOOD             NGS
 MH0519  HISTORY     - 20040913 GOOD             GEOCAC
 MH0519
 MH0519                          STATION DESCRIPTION
 MH0519
 MH0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0519'STATION IS ABOUT 4.7 MILES E OF HEDRICK.  10.8 MILES S OF
 MH0519'SIGOURNEY.  0.2 MILE N OF THE POINT WHERE STATE HIGHWAY
 MH0519'149 TURNS FROM E-W TO N-S.  IN THE SW ANGLE OF THE GRADE
 MH0519'CROSSING OF STATE HIGHWAY 149, AND THE CHICAGO, BURLINGTON AND
 MH0519'QUINCY RAILROAD.  IN THE SW 1/4, SEC. 26, T 74 N, R 12 W.
 MH0519'THE MARK IS 1 FOOT E OF THE W RIGHT-OF-WAY FENCE OF STATE
 MH0519'HIGHWAY 149.  130 FEET W OF THE CENTER LINE OF STATE HIGHWAY
 MH0519'149.  12 FEET S OF THE INTERSECTION OF THE RIGHT-OF-WAY OF
 MH0519'THE ROAD AND THE RAILROAD.  40.3 FEET S OF THE S RAIL OF THE
 MH0519'RAILROAD.  AND PROJECTS 5 INCHES.
 MH0519'
 MH0519'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MH0519'BRONZE DISKS SET IN CONCRETE.
 MH0519'
 MH0519'REFERENCE MARK NO. 1 IS E OF THE STATION.  1/2 FOOT W OF THE
 MH0519'E RIGHT-OF-WAY FENCE OF HIGHWAY 149.  3 FEET S OF THE INTERSECTION
 MH0519'OF THE RIGHT-OF-WAY OF THE ROAD AND THE RAILROAD.  205.49
 MH0519'FEET NE OF REFERENCE MARK NO. 2.  AND PROJECTS 6 INCHES.
 MH0519'
 MH0519'REFERENCE MARK NO. 2 IS S OF THE STATION.  1/2 FOOT E OF THE
 MH0519'W RIGHT-OF-WAY FENCE OF HIGHWAY 149.  AND PROJECTS 8 INCHES.
 MH0519'
 MH0519'THE AZIMUTH MARK IS N OF THE STATION.  1/2 FOOT W OF THE E
 MH0519'RIGHT-OF-WAY FENCE OF HIGHWAY 149.  100 YARDS N OF AN E-W
 MH0519'FENCE.  AND PROJECTS 5 INCHES.
 MH0519'
 MH0519'TO REACH FROM HEDRICK, GO E ON HIGHWAY 149 4.7 MILES TO THE
 MH0519'STATION, AT THE RAILROAD CROSSING.
 MH0519'
 MH0519'NO PROMINENT OBJECTS VISIBLE FROM THE GROUND.
 MH0519'
 MH0519'ALL LIGHTS CAME INTO VIEW AT 77 FEET.
 MH0519
 MH0519                          STATION RECOVERY (1956)
 MH0519
 MH0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0519'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE
 MH0519'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DESCRIPTION
 MH0519'IS ADEQUATE FOR RECOVERY.  THE ROUTE TO REACH STATION WAS
 MH0519'CHECKED AND FOUND TO BE CORRECT.  STANDARD WITNESS POSTS WERE
 MH0519'SET AT THE STATION MARK AND AZIMUTH MARK.
 MH0519'
 MH0519'NOTE--A 77 FT. TOWER WAS USED.
 MH0519
 MH0519                          STATION RECOVERY (1975)
 MH0519
 MH0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MH0519'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MH0519'DESCRIPTION IS ADEQUATE FOR RECOVERY.  NEW WITNESS SIGNS WERE PLACED
 MH0519'AT THE STATION MARK AND THE AZIMUTH MARK.
 MH0519'
 MH0519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.7 MILES EAST OF
 MH0519'HEDRICK.
 MH0519
 MH0519                          STATION RECOVERY (2004)
 MH0519
 MH0519'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 MH0519'FOUND STATION SURFACE MARK IN GOOD CONDITION, PROJECTING 1 INCH, 1 FT
 MH0519'EAST OF ORANGE WITNESS POST AND OLD FENCE, 1 FOOT SOUTH OF A SHORT
 MH0519'SQUARE WOODEN POST, AND ABOUT 18 FEET NORTHWEST OF A 10 INCH TREE
 MH0519'WHICH IS THE NORTHERNMOST OF A PATCH OF TREES AND BRUSH. THE OLD
 MH0519'RAILROAD BED IS HARD TO DISCERN. SKY VISIBILITY IS GOOD EXCEPT FOR
 MH0519'TREES IN THE SOUTHEAST QUADRANT.
 MH0519' 
 MH0519'REFERENCE MARK 1 FOUND IN GOOD CONDITION SURROUNDED BY WITNESS POST
 MH0519'AND OTHER POSTS AT 41 N10.816 W92 12.801.  REFERENCE MARK 2 WAS NOT
 MH0519'FOUND IN A BRIEF SEARCH IN TALL GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0520 ***********************************************************************
 MH0520  DESIGNATION -  HEDRICK MUNICIPAL TANK
 MH0520  PID         -  MH0520
 MH0520  STATE/COUNTY-  IA/KEOKUK
 MH0520  USGS QUAD   -  HEDRICK (1980)
 MH0520
 MH0520                         *CURRENT SURVEY CONTROL
 MH0520  ___________________________________________________________________
 MH0520* NAD 83(1996)-  41 10 19.63275(N)    092 18 35.14579(W)     ADJUSTED  
 MH0520* NAVD 88     -                                                        
 MH0520  ___________________________________________________________________
 MH0520  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 MH0520  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 MH0520
 MH0520  HORZ ORDER  -  THIRD
 MH0520
 MH0520.The horizontal coordinates were established by classical geodetic methods
 MH0520.and adjusted by the National Geodetic Survey in May 1999..
 MH0520
 MH0520
 MH0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0520
 MH0520.The geoid height was determined by GEOID03.
 MH0520
 MH0520;                    North         East     Units Scale Factor Converg.
 MH0520;SPC IA S     -   130,845.441   599,871.612   MT  0.99994850   +0 47 02.4
 MH0520;UTM  15      - 4,558,093.921   557,898.927   MT  0.99964126   +0 27 15.9
 MH0520
 MH0520                          SUPERSEDED SURVEY CONTROL
 MH0520
 MH0520  NAD 83(1986)-  41 10 19.63817(N)    092 18 35.15813(W) AD(       ) 4
 MH0520  NAD 27      -  41 10 19.58400(N)    092 18 34.49400(W) AD(       ) 3
 MH0520
 MH0520.Superseded values are not recommended for survey control.
 MH0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0520.See file dsdata.txt to determine how the superseded data were derived.
 MH0520
 MH0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF5789958094(NAD 83)
 MH0520_MARKER: 53 = ELEVATED TANK
 MH0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0520+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 MH0520
 MH0520  HISTORY     - Date     Condition        Report By
 MH0520  HISTORY     - 1934     FIRST OBSERVED   CGS
 MH0520  HISTORY     - 20040913 GOOD             GEOCAC
 MH0520
 MH0520                          STATION DESCRIPTION
 MH0520
 MH0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0520'TANK, TALL, BLACK WITH BALL ON TOP.  LOCATED 0.3 MILE S OF
 MH0520'STATE HIGHWAY 149.  IN THE W PART OF TOWN ON MAIN AND 2ND STREETS.
 MH0520'APPROXIMATELY 300 FEET E OF THE CHICAGO, MILWAUKEE, ST. PAUL
 MH0520'AND PACIFIC RAILROAD CROSSING.  THE WORD HEDRICK PAINTED ON
 MH0520'THE NW SIDE IN LARGE WHITE LETTERS.
 MH0520
 MH0520                          STATION RECOVERY (2004)
 MH0520
 MH0520'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 MH0520'OLDER STYLE CYLINDRICAL TANK, PAINTED SILVER, AT EXACT COORDINATES ON
 MH0520'HANDHELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0710 ***********************************************************************
 NL0710  DESIGNATION -  HEFTY
 NL0710  PID         -  NL0710
 NL0710  STATE/COUNTY-  IA/KOSSUTH
 NL0710  USGS QUAD   -  LU VERNE (1972)
 NL0710
 NL0710                         *CURRENT SURVEY CONTROL
 NL0710  ___________________________________________________________________
 NL0710* NAD 83(1996)-  42 55 21.38747(N)    094 07 05.62998(W)     ADJUSTED  
 NL0710* NAVD 88     -       357.2    (meters)    1172.     (feet)  VERTCON   
 NL0710  ___________________________________________________________________
 NL0710  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 NL0710  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 NL0710
 NL0710  HORZ ORDER  -  FIRST
 NL0710
 NL0710.The horizontal coordinates were established by classical geodetic methods
 NL0710.and adjusted by the National Geodetic Survey in May 1999..
 NL0710
 NL0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0710
 NL0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0710
 NL0710.The geoid height was determined by GEOID03.
 NL0710
 NL0710;                    North         East     Units Scale Factor Converg.
 NL0710;SPC IA N     - 1,158,204.462 1,449,528.368   MT  0.99995525   -0 25 08.4
 NL0710;UTM  15      - 4,752,827.077   408,740.131   MT  0.99970246   -0 45 41.7
 NL0710
 NL0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0710!SPC IA N     -   0.99994858  x   0.99995525  =   0.99990383
 NL0710!UTM  15      -   0.99994858  x   0.99970246  =   0.99965106
 NL0710
 NL0710:                Primary Azimuth Mark                     Grid Az
 NL0710:SPC IA N     -  LU VERNE IOWA BEEF PROCES MAST           010 15 47.2
 NL0710:UTM  15      -  LU VERNE IOWA BEEF PROCES MAST           010 36 20.5
 NL0710
 NL0710|---------------------------------------------------------------------|
 NL0710| PID    Reference Object                     Distance      Geod. Az  |
 NL0710|                                                           dddmmss.s |
 NL0710| OP1001 LU VERNE IOWA BEEF PROCES MAST      APPROX.14.0 KM 0095038.8 |
 NL0710| CI6509 HEFTY RM 1                            7.745 METERS 08926     |
 NL0710| NL0705 LUVERNE MUNICIPAL TANK              APPROX. 3.2 KM 1214509.4 |
 NL0710| CI6510 HEFTY RM 2                            9.892 METERS 27059     |
 NL0710| CI6508 HEFTY AZ MK                                        2712550.8 |
 NL0710|---------------------------------------------------------------------|
 NL0710
 NL0710                          SUPERSEDED SURVEY CONTROL
 NL0710
 NL0710  NAD 83(1996)-  42 55 21.38729(N)    094 07 05.62970(W) AD(       ) 1
 NL0710  NAD 83(1986)-  42 55 21.37955(N)    094 07 05.61982(W) AD(       ) 1
 NL0710  NAD 27      -  42 55 21.48810(N)    094 07 04.77232(W) AD(       ) 1
 NL0710  NGVD 29 (07/19/86)  357.1    (m)         1172.     (f) VERT ANG       
 NL0710
 NL0710.Superseded values are not recommended for survey control.
 NL0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0710.See file dsdata.txt to determine how the superseded data were derived.
 NL0710
 NL0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0874052827(NAD 83)
 NL0710_MARKER: DS = TRIANGULATION STATION DISK
 NL0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0710
 NL0710  HISTORY     - Date     Condition        Report By
 NL0710  HISTORY     - 1971     MONUMENTED       NGS
 NL0710
 NL0710                          STATION DESCRIPTION
 NL0710
 NL0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0710'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF LU VERNE,
 NL0710'1 MILES NORTH OF THE HUMBOLT-KOSSUTH COUNTY LINE AND ON COUNTY
 NL0710'RIGHT-OF-WAY.  MR. BEN HEFTY OWNS THE LAND TO THE SOUTH OF THE
 NL0710'STATION.  IT IS IN THE NORTH SIDE OF SECTION 35, T 94 N, R 28 W.
 NL0710'
 NL0710'TO REACH THE STATION FROM THE POST OFFICE IN LU VERNE, GO NORTH,
 NL0710'WEST AND NORTH ON A PAVED ROAD FOR 1.2 MILES TO A CROSSROAD,
 NL0710'JUST BEFORE REACHING A RAILROAD CROSSING, TURN LEFT AND GO WEST
 NL0710'ON A GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT, CONTINUE
 NL0710'WEST ON THE GRAVELED ROAD FOR 0.45 MILE TO THE STATION ON THE
 NL0710'LEFT.
 NL0710'
 NL0710'STATION MARKS ARE STANDARD DISK STAMPED HEFTY 1971.  THE
 NL0710'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NL0710'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 177 FEET
 NL0710'EAST OF THE SECOND POWERLINE POLE EAST OF A DRIVEWAY LEADING
 NL0710'TO A HOUSE, 32 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 NL0710'5.9 FEET EAST OF A METAL WITNESS POST AND 0.1 FOOT NORTH OF A
 NL0710'WIRE FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NL0710'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 NL0710'
 NL0710'REFERENCE MARK 1, A STANDARD DISK STAMPED HEFTY NO 1 1971,
 NL0710'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NL0710'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 94.2 FEET WEST
 NL0710'OF A POWERLINE POLE WITH A TRIANGLE BLAZE, 31.4 FEET EAST OF THE
 NL0710'METAL WITNESS POST, 31 FEET SOUTH OF THE CENTER OF THE GRAVELED
 NL0710'ROAD AND 0.5 FOOT NORTH OF THE WIRE FENCE.
 NL0710'
 NL0710'REFERENCE MARK 2, A STANDARD DISK STAMPED HEFTY NO 2 1971,
 NL0710'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 NL0710'IS FLUSH WITH THE GROUND SURFACE.  IT IS 31 FEET SOUTH OF THE
 NL0710'CENTER OF THE GRAVELED ROAD, 26.7 FEET WEST OF THE METAL WITNESS
 NL0710'POST AND 0.5 FOOT NORTH OF THE WIRE FENCE.
 NL0710'
 NL0710'THE AZIMUTH MARK, A STANDARD DISK STAMPED HEFTY 1971, IS SET
 NL0710'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 NL0710'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 38 FEET EAST OF
 NL0710'THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 30 FEET NORTH OF THE
 NL0710'CENTER OF AN EAST-WEST GRAVELED ROAD, 2.2 FEET SOUTHEAST OF A
 NL0710'METAL WITNESS POST AND 1.5 FEET SOUTH OF A WIRE FENCE.
 NL0710'
 NL0710'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 NL0710'GRAVELED ROAD FOR 0.55 MILE TO A CROSSROAD AND THE MARK IN THE
 NL0710'NORTHEAST ANGLE OF THE INTERSECTION.
 NL0710'
 NL0710'HEIGHT OF LIGHT ABOVE STATION MARK 3.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0653 ***********************************************************************
 MH0653  DESIGNATION -  HELLER RESET
 MH0653  PID         -  MH0653
 MH0653  STATE/COUNTY-  IA/WARREN
 MH0653  USGS QUAD   -  BEECH (1965)
 MH0653
 MH0653                         *CURRENT SURVEY CONTROL
 MH0653  ___________________________________________________________________
 MH0653* NAD 83(1996)-  41 18 03.35408(N)    093 22 06.02211(W)     ADJUSTED  
 MH0653* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 MH0653  ___________________________________________________________________
 MH0653  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 MH0653  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MH0653
 MH0653  HORZ ORDER  -  FIRST
 MH0653
 MH0653.The horizontal coordinates were established by classical geodetic methods
 MH0653.and adjusted by the National Geodetic Survey in May 1999..
 MH0653
 MH0653.The orthometric height was scaled from a topographic map.
 MH0653
 MH0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0653
 MH0653.The geoid height was determined by GEOID03.
 MH0653
 MH0653;                    North         East     Units Scale Factor Converg.
 MH0653;SPC IA S     -   144,475.350   511,026.190   MT  0.99994989   +0 05 12.2
 MH0653;UTM  15      - 4,572,229.631   469,163.382   MT  0.99961170   -0 14 35.2
 MH0653
 MH0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0653!SPC IA S     -   0.99995851  x   0.99994989  =   0.99990841
 MH0653!UTM  15      -   0.99995851  x   0.99961170  =   0.99957023
 MH0653
 MH0653|---------------------------------------------------------------------|
 MH0653| PID    Reference Object                     Distance      Geod. Az  |
 MH0653|                                                           dddmmss.s |
 MH0653| CL9503 HELLER RM 1                         125.395 METERS 08634     |
 MH0653| CL9504 HELLER RM 2 AZIMUTH                                18443     |
 MH0653| CL9505 HELLER RM 3                          66.989 METERS 26633     |
 MH0653| MH0654 PALMYRA                             APPROX.15.5 KM 3360653.2 |
 MH0653|---------------------------------------------------------------------|
 MH0653
 MH0653                          SUPERSEDED SURVEY CONTROL
 MH0653
 MH0653  NAD 83(1986)-  41 18 03.35875(N)    093 22 06.03131(W) AD(       ) 1
 MH0653  NAD 27      -  41 18 03.38100(N)    093 22 05.27310(W) AD(       ) 1
 MH0653
 MH0653.Superseded values are not recommended for survey control.
 MH0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0653.See file dsdata.txt to determine how the superseded data were derived.
 MH0653
 MH0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF6916372230(NAD 83)
 MH0653_MARKER: DS = TRIANGULATION STATION DISK
 MH0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0653
 MH0653  HISTORY     - Date     Condition        Report By
 MH0653  HISTORY     - 1958     MONUMENTED       CGS
 MH0653  HISTORY     - 1962     GOOD             CGS
 MH0653  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MH0653
 MH0653                          STATION DESCRIPTION
 MH0653
 MH0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 MH0653'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 MH0653'GOOD CONDITION EXCEPT REFERENCE MARK NO. 2 WHICH HAD BEEN
 MH0653'DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED AND THE STATION
 MH0653'MARK WAS LOWERED AT THE REQUEST OF THE LANDOWNER, MR. LAURENCE
 MH0653'HELLER WHO LIVES IN THERSA, WISCONSIN.  THE LAND IS FARMED BY
 MH0653'MR. GERMAIN OHNEMUS AND MOST OF THE TREES HAVE BEEN REMOVED.
 MH0653'A COMPLETE DESCRIPTION FOLLOWS.
 MH0653'
 MH0653'STATION IS LOCATED ABOUT 4 MILES EAST OF THE SMALL TOWN OF
 MH0653'MILO AND 1 MILE EAST AND ABOUT 1/2 MILE NORTH OF THE CENTER
 MH0653'SCHOOLHOUSE ON THE EAST SIDE OF THE NORTHEAST QUARTER OF SEC.
 MH0653'15, T. 75 N., R. 22 W. IN THE MIDDLE OF A CULTIVATED FIELD,
 MH0653'436 FEET WEST OF THE CENTER OF GRAVEL ROAD, AND 220 FEET OF A
 MH0653'NORTH-SOUTH FENCE.  THE MARK IS 14 INCHES BELOW THE SURFACE OF
 MH0653'THE GROUND AND THE DISK IS STAMPED HELLER 1928.  THE SURFACE,
 MH0653'UNDERGROUND, AND REFERENCE MARKS ARE DESCRIBED.
 MH0653'
 MH0653'REFERENCE MARK NO. 1 IS EAST OF THE STATION 411.40 FEET, 25
 MH0653'FEET WEST OF THE CENTER OF GRAVEL ROAD, AND 2 FEET EAST OF A
 MH0653'FENCE AND A NEW WITNESS POST SIGN.  THE PROJECTS 2 INCHES
 MH0653'AND THE DISK IS STAMPED HELLER NO 2 1928.
 MH0653'
 MH0653'REFERENCE MARK NO. 3 IS 219.78 FEET WEST OF THE STATION AND 1
 MH0653'FOOT EAST OF A NORTH-SOUTH FENCE.  THE MARK PROJECTS 4 INCHES
 MH0653'AND THE DISK IS STAMPED HELLER NO 3 1928.
 MH0653'
 MH0653'TO REACH THE STATION FROM THE CATHOLIC CHURCH IN THE SMALL TOWN
 MH0653'OF MILO, GO EAST ON A GRAVEL ROAD FOR 3.8 MILES TO CROSSROADS.
 MH0653'TURN LEFT AND GO NORTH FOR 0.65 MILE TO REFERENCE MARK NO. 1,
 MH0653'A NEW WITNESS POST SIGN AND THE STATION AS DESCRIBED.
 MH0653
 MH0653                          STATION RECOVERY (1962)
 MH0653
 MH0653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 MH0653'THIS STATION WAS RECOVERED AS DESCRIBED AND THE SURFACE STATION
 MH0653'MARK ABOUT 14 INCHES BELOW GROUND LEVEL IN A CULTIVATED FIELD
 MH0653'AND REFERENCE MARKS NO. 1 AND NO. 3 WERE RECOVERED IN GOOD
 MH0653'CONDITION.  ROAD CONSTRUCTION WILL DESTROY REFERENCE MARK NO. 1,
 MH0653'SO IT WAS MOVED ON LINE TOWARD THE STATION WITH REFERENCE MARK
 MH0653'NO. 3.  A SHORT DESCRIPTION OF REFERENCE MARK NO. 4 FOLLOWS.
 MH0653'
 MH0653'REFERENCE MARK NO. 4 IS EAST OF THE STATION, 387.42 FEET
 MH0653'(118.086 METERS), 151 FEET SOUTHWEST OF A WELL AND PUMO ON THE
 MH0653'EAST SIDE OF THE ROAD, 51 FEET WEST OF THE CENTER OF GRADED ROAD,
 MH0653'AND 1 FOOT SOUTH OF A NEW WITNESS POST SIGN.  THE MARK PROJECTS
 MH0653'2 INCHES AND THE DISK IS STAMPED HELLER NO 4 1928.
 MH0653'
 MH0653'NOTE--A REVISED DESCRIPTION AND RECOVERY NOTE WAS SUBMITTED
 MH0653'FOR THIS STATION ABOUT TWO YEARS AGO WHEN THE STATION MARK
 MH0653'WAS LOWERED AND REFERENCE MARK NO. 3 WAS ESTABLISHED.  THESE
 MH0653'REFERENCE NOTES SHOULD BE INCLUDED IN THAT DESCRIPTION.
 MH0653
 MH0653                          STATION RECOVERY (1988)
 MH0653
 MH0653'RECOVERY NOTE BY US POWER SQUADRON 1988 (WG)
 MH0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0693 ***********************************************************************
 NL0693  DESIGNATION -  HENRY
 NL0693  PID         -  NL0693
 NL0693  STATE/COUNTY-  IA/PLYMOUTH
 NL0693  USGS QUAD   -  KINGSLEY NW (1969)
 NL0693
 NL0693                         *CURRENT SURVEY CONTROL
 NL0693  ___________________________________________________________________
 NL0693* NAD 83(1996)-  42 40 39.89821(N)    095 57 46.77623(W)     ADJUSTED  
 NL0693* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 NL0693  ___________________________________________________________________
 NL0693  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 NL0693  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 NL0693
 NL0693  HORZ ORDER  -  SECOND
 NL0693
 NL0693.The horizontal coordinates were established by classical geodetic methods
 NL0693.and adjusted by the National Geodetic Survey in May 1999..
 NL0693
 NL0693.The orthometric height was scaled from a topographic map.
 NL0693
 NL0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0693
 NL0693.The geoid height was determined by GEOID03.
 NL0693
 NL0693;                    North         East     Units Scale Factor Converg.
 NL0693;SPC IA N     - 1,133,760.778 1,298,158.368   MT  0.99994538   -1 40 09.4
 NL0693;UTM  15      - 4,729,287.750   257,224.098   MT  1.00032520   -2 00 34.3
 NL0693;UTM  14      - 4,729,503.209   748,840.710   MT  1.00036189   +2 03 35.1
 NL0693
 NL0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0693!SPC IA N     -   0.99993676  x   0.99994538  =   0.99988214
 NL0693!UTM  15      -   0.99993676  x   1.00032520  =   1.00026193
 NL0693!UTM  14      -   0.99993676  x   1.00036189  =   1.00029862
 NL0693
 NL0693|---------------------------------------------------------------------|
 NL0693| PID    Reference Object                     Distance      Geod. Az  |
 NL0693|                                                           dddmmss.s |
 NL0693| CO3673 HENRY 2 RM 3                         25.573 METERS 13234     |
 NL0693| NL0692 HENRY 2                              16.694 METERS 18145     |
 NL0693| NL0691 KINGSLEY MUNICIPAL TANK             APPROX. 9.5 KM 1814527.2 |
 NL0693| CO3671 HENRY RM 1                           28.130 METERS 23521     |
 NL0693| CO3674 HENRY 2 RM 4                         30.108 METERS 23636     |
 NL0693| CO3670 HENRY AZ MK                                        2711109.8 |
 NL0693| CO3672 HENRY RM 2                           31.913 METERS 27726     |
 NL0693|---------------------------------------------------------------------|
 NL0693
 NL0693                          SUPERSEDED SURVEY CONTROL
 NL0693
 NL0693  NAD 83(1996)-  42 40 39.89827(N)    095 57 46.77621(W) AD(       ) 2
 NL0693  NAD 83(1996)-  42 40 39.89736(N)    095 57 46.77479(W) AD(       ) 2
 NL0693  NAD 83(1986)-  42 40 39.89885(N)    095 57 46.77275(W) AD(       ) 2
 NL0693  NAD 27      -  42 40 39.93600(N)    095 57 45.71000(W) AD(       ) 2
 NL0693
 NL0693.Superseded values are not recommended for survey control.
 NL0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0693.See file dsdata.txt to determine how the superseded data were derived.
 NL0693
 NL0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH5722429288(NAD 83)
 NL0693_MARKER: DS = TRIANGULATION STATION DISK
 NL0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0693
 NL0693  HISTORY     - Date     Condition        Report By
 NL0693  HISTORY     - 1950     MONUMENTED       CGS
 NL0693  HISTORY     - 1962     GOOD             IACC
 NL0693  HISTORY     - 1962     SEE DESCRIPTION  CGS
 NL0693
 NL0693                          STATION DESCRIPTION
 NL0693
 NL0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0693'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF THE TOWN OF
 NL0693'KINGSLEY AND ALONG THE NORTH SIDE OF A GRAVELED ROAD.  IT
 NL0693'IS 28 FEET NORTH OF THE CENTERLINE OF THE ROAD, 24 FEET
 NL0693'WEST-SOUTHWEST OF A GATE, 12 FEET SOUTH OF THE RIGHT-OF-WAY
 NL0693'FENCE AND 11 FEET SOUTH-SOUTHEAST OF A WITNESS POST.  THE
 NL0693'MARK IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND AND
 NL0693'THE DISK IS STAMPED HENRY 1950.
 NL0693'
 NL0693'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE CENTERLINE OF
 NL0693'THE ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE
 NL0693'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HENRY NO
 NL0693'1 1950.
 NL0693'
 NL0693'REFERENCE MARK NO. 2 IS 39 FEET NORTH OF THE CENTERLINE
 NL0693'OF THE ROAD AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  THE
 NL0693'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HENRY NO
 NL0693'2 1950.
 NL0693'
 NL0693'AZIMUTH MARK IS 37 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 NL0693'ROAD, 2 FEET SOUTHEAST OF A WITNESS POST AND 1 FOOT SOUTH
 NL0693'OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND
 NL0693'THE DISK IS STAMPED HENRY 1950.
 NL0693'
 NL0693'TO REACH FROM THE MAIN INTERSECTION IN KINGSLEY, GO EAST ON
 NL0693'STATE HIGHWAY 140 0.5 MILE, TURN LEFT (NORTH) WITH HIGHWAY
 NL0693'140 FOR 6.25 MILES TO CROSSROADS, TURN LEFT (WEST) 0.25
 NL0693'MILE TO THE TOP OF HILL AND THE STATION ON THE RIGHT AS
 NL0693'DESCRIBED.
 NL0693'
 NL0693'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.45
 NL0693'MILE TO THE MARK ON THE RIGHT OR NORTH SIDE OF THE ROAD.
 NL0693'
 NL0693'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NL0693
 NL0693                          STATION RECOVERY (1962)
 NL0693
 NL0693'RECOVERY NOTE BY IOWA CONSERVATION COMMISSION 1962 (REF)
 NL0693'RECOVERED WHAT APPEARED TO BE THE UNDERGROUND STATION MARK
 NL0693'10 INCHES BELOW THE SURFACE IN BOTTOM OF ROAD DITCH.  STATION
 NL0693'IS 12.5 FEET S OF ROW FENCE, 13 FEET S SW OF A FENCE POST
 NL0693'WITH TRIANGLE BLAZE AND 21 FEET N OF APPROXIMATE CENTER LINE
 NL0693'OF ROAD.
 NL0693'
 NL0693'DISTANCE FROM R.M. 1 TO STATION IS 97.6 FEET (SLOPE) AND
 NL0693'R.M. 2 TO STATION IS 104.1 FEET (SLOPE).
 NL0693'
 NL0693'NO SEARCH WAS MADE FOR AZIMUTH MARK.  R.M. 2 TIPPED SLIGHTLY
 NL0693'TO WEST AND R.M. 1 ARROW POINTS TO R.M. 2 RATHER THAN TO
 NL0693'STATION.
 NL0693
 NL0693                          STATION RECOVERY (1962)
 NL0693
 NL0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NL0693'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NL0693'FOUND IN GOOD CONDITION, EXCEPT THE STATION SURFACE MARK
 NL0693'HAD BEEN DISPLACED AND BOTH REFERENCE MARKS HAD BEEN REPLACED
 NL0693'IN THE GROUND BECAUSE OF ROAD CONSTRUCTION.  THE UNDERGROUND
 NL0693'STATION WAS RECOVERED ABOUT 10 INCHES BELOW THE SURFACE OF
 NL0693'THE BOTTOM OF DITCH AND PROBABLY IN ITS ORIGINAL POSITION.
 NL0693'IT WAS LEFT IN PLACE.  A NEW STATION, HENRY 2, WAS ESTABLISHED
 NL0693'ACROSS THE ROAD SOUTH ON LINE TO THE KINGSLEY, MUNI., WATER
 NL0693'TANK.  FOR DETAILS, SEE THE DESCRIPTION OF HENRY 2 1962.
 NL0693'
 NL0693'STATION HENRY 1950 (UNDERGROUND) IS 24 FEET WEST-SOUTHWEST
 NL0693'OF WEST GATE POST, 21 FEET NORTH OF THE CENTER OF GRADED
 NL0693'ROAD, AND 13 FEET SOUTH OF NORTH RIGHT-OF-WAY FENCE.  THE MARK
 NL0693'IS 10 INCHES BELOW THE SURFACE OF DITCH AND THE DISK IS
 NL0693'STAMPED HENRY 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0692 ***********************************************************************
 NL0692  DESIGNATION -  HENRY 2
 NL0692  PID         -  NL0692
 NL0692  STATE/COUNTY-  IA/PLYMOUTH
 NL0692  USGS QUAD   -  KINGSLEY NW (1969)
 NL0692
 NL0692                         *CURRENT SURVEY CONTROL
 NL0692  ___________________________________________________________________
 NL0692* NAD 83(1996)-  42 40 39.35746(N)    095 57 46.79872(W)     ADJUSTED  
 NL0692* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 NL0692  ___________________________________________________________________
 NL0692  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 NL0692  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 NL0692
 NL0692  HORZ ORDER  -  THIRD
 NL0692
 NL0692.The horizontal coordinates were established by classical geodetic methods
 NL0692.and adjusted by the National Geodetic Survey in May 1999..
 NL0692.No horizontal observational check was made to the station.
 NL0692
 NL0692.The orthometric height was scaled from a topographic map.
 NL0692
 NL0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0692
 NL0692.The geoid height was determined by GEOID03.
 NL0692
 NL0692;                    North         East     Units Scale Factor Converg.
 NL0692;SPC IA N     - 1,133,744.114 1,298,157.370   MT  0.99994538   -1 40 09.4
 NL0692;UTM  15      - 4,729,271.087   257,223.001   MT  1.00032521   -2 00 34.3
 NL0692;UTM  14      - 4,729,486.509   748,840.798   MT  1.00036189   +2 03 35.1
 NL0692
 NL0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0692!SPC IA N     -   0.99993676  x   0.99994538  =   0.99988214
 NL0692!UTM  15      -   0.99993676  x   1.00032521  =   1.00026195
 NL0692!UTM  14      -   0.99993676  x   1.00036189  =   1.00029862
 NL0692
 NL0692|---------------------------------------------------------------------|
 NL0692| PID    Reference Object                     Distance      Geod. Az  |
 NL0692|                                                           dddmmss.s |
 NL0692| NL0693 HENRY                                16.694 METERS 00145     |
 NL0692| CO3673 HENRY 2 RM 3                         19.352 METERS 09147     |
 NL0692| NL0691 KINGSLEY MUNICIPAL TANK             APPROX. 9.5 KM 1814527.2 |
 NL0692| CO3674 HENRY 2 RM 4                         24.603 METERS 27019     |
 NL0692| CO3670 HENRY AZ MK                                        2723630.5 |
 NL0692|---------------------------------------------------------------------|
 NL0692
 NL0692                          SUPERSEDED SURVEY CONTROL
 NL0692
 NL0692  NAD 83(1996)-  42 40 39.35752(N)    095 57 46.79870(W) AD(       ) 3
 NL0692  NAD 83(1996)-  42 40 39.35661(N)    095 57 46.79727(W) AD(       ) 3
 NL0692  NAD 83(1986)-  42 40 39.35810(N)    095 57 46.79524(W) AD(       ) 3
 NL0692  NAD 27      -  42 40 39.39500(N)    095 57 45.73200(W) AD(       ) 3
 NL0692
 NL0692.Superseded values are not recommended for survey control.
 NL0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0692.See file dsdata.txt to determine how the superseded data were derived.
 NL0692
 NL0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH5722329271(NAD 83)
 NL0692_MARKER: DS = TRIANGULATION STATION DISK
 NL0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0692_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0692
 NL0692  HISTORY     - Date     Condition        Report By
 NL0692  HISTORY     - 1962     MONUMENTED       CGS
 NL0692
 NL0692                          STATION DESCRIPTION
 NL0692
 NL0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NL0692'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF THE TOWN OF
 NL0692'KINGSLEY ALONG THE SOUTH SIDE OF A GRADED AND GRAVEL ROAD AND
 NL0692'ABOUT 13 MILES SOUTHEAST OF LE MARS IN THE NE 1/4 OF SEC. 30,
 NL0692'T. 91 N., R 43 W., HENRY TOWNSHIP, 33 FEET SOUTH OF THE CENTER
 NL0692'OF GRAGED ROAD, AND 2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 NL0692'FENCE AND A NEW STEEL WITNESS POST WITH SIGN.  THE MARK
 NL0692'PROJECTS 1 INCH AND THE DISK IS STAMPED HENRY 2 1962.
 NL0692'
 NL0692'TO REACH THE STATION FROM THE POST OFFICE IN KINGSLEY, GO
 NL0692'EAST ON THE MAIN STREET FOR 0.5 MILE TO STATE HIGHWAY 140.
 NL0692'TURN LEFT AND GO NORTH ON STATE HIGHWAY 140 FOR 0.25 MILE
 NL0692'TO THE JUNCTION OF STATE HIGHWAY 140 AND COUNTY ROAD L AT
 NL0692'THE NORTHEAST EDGE OF THE TOWN OF KINGSLEY.  CONTINUE NORTH
 NL0692'ON STATE HIGHWAY 140 FOR 6.0 MILES TO CROSSROADS.  TURN LEFT
 NL0692'AND GO WEST FOR 0.25 MILE TO THE STATION ON THE LEFT AS
 NL0692'DESCRIBED.
 NL0692'
 NL0692'REFERENCE MARK NO. 3 IS 63.49 FEET EAST OF THE STATION, 34
 NL0692'FEET SOUTH OF THE CENTER OF GRAVEL ROAD, AND 1 FOOT NORTH
 NL0692'OF FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NL0692'HENRY 2 NO 3 1962.
 NL0692'
 NL0692'REFERENCE MARK NO. 4 IS 80.72 FEET WEST OF THE STATION, 34
 NL0692'FEET SOUTH OF THE CENTER OF GRAVEL ROAD, AND 1 FOOT NORTH
 NL0692'OF FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NL0692'HENRY 2 NO 4 1962.  (THE ARROW ON THIS REFERENCE MARK POINTS
 NL0692'NORTH-NORTHWEST.)
 NL0692'
 NL0692'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 34 FEET NORTH
 NL0692'OF THE CENTER OF GRAVEL AND GRADED ROAD, 1 FOOT SOUTH OF
 NL0692'FENCE, AND 1 FOOT EAST OF A NEW STEEL WITNESS POST.  THE
 NL0692'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HENRY 1950.
 NL0692'
 NL0692'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 NL0692'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NL0692'
 NL0692'HENRY 1950 (UNDERGROUND) IS 54.77 FEET NORTH OF THE STATION,
 NL0692'24 FEET WEST-SOUTHWEST OF WEST GATE POST, 21 FEET NORTH OF
 NL0692'THE CENTER OF GRADED AND GRAVEL ROAD, AND 13 FEET SOUTH OF THE
 NL0692'NORTH RIGHT-OF-WAY FENCE.  THE UNDERGROUND MARK IS 10 INCHES
 NL0692'BELOW THE SURFACE OF THE DITCH AND THE DISK IS STAMPED HENRY
 NL0692'1950.
 NL0692'
 NL0692'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0859 ***********************************************************************
 LD0859  DESIGNATION -  HERRON
 LD0859  PID         -  LD0859
 LD0859  STATE/COUNTY-  IA/HENRY
 LD0859  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0859
 LD0859                         *CURRENT SURVEY CONTROL
 LD0859  ___________________________________________________________________
 LD0859* NAD 83(1996)-  40 57 48.35164(N)    091 35 00.11041(W)     ADJUSTED  
 LD0859* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 LD0859  ___________________________________________________________________
 LD0859  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 LD0859  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0859
 LD0859  HORZ ORDER  -  SECOND
 LD0859
 LD0859.The horizontal coordinates were established by classical geodetic methods
 LD0859.and adjusted by the National Geodetic Survey in May 1999..
 LD0859
 LD0859.The orthometric height was scaled from a topographic map.
 LD0859
 LD0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0859
 LD0859.The geoid height was determined by GEOID03.
 LD0859
 LD0859;                    North         East     Units Scale Factor Converg.
 LD0859;SPC IA S     -   108,764.673   661,325.611   MT  0.99995691   +1 15 45.0
 LD0859;UTM  15      - 4,535,663.811   619,208.813   MT  0.99977490   +0 55 43.8
 LD0859
 LD0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0859!SPC IA S     -   0.99997146  x   0.99995691  =   0.99992837
 LD0859!UTM  15      -   0.99997146  x   0.99977490  =   0.99974636
 LD0859
 LD0859:                Primary Azimuth Mark                     Grid Az
 LD0859:SPC IA S     -  HERRON AZ MK                             017 54 44.7
 LD0859:UTM  15      -  HERRON AZ MK                             018 14 45.9
 LD0859
 LD0859|---------------------------------------------------------------------|
 LD0859| PID    Reference Object                     Distance      Geod. Az  |
 LD0859|                                                           dddmmss.s |
 LD0859| CL9511 HERRON AZ MK                                       0191029.7 |
 LD0859| LD0862 MT PLEASANT CITY LT PLT N STK       APPROX. 2.9 KM 0693458.0 |
 LD0859| LD0858 MT PLEASANT CITY LT PLT S STK       APPROX. 2.9 KM 0700335.2 |
 LD0859| LD0863 MT PLEASANT SHEAFFER PEN CO TK      APPROX. 3.1 KM 0723427.9 |
 LD0859| LD0864 MT PLEASANT MUNICIPAL TANK          APPROX. 2.3 KM 0825552.2 |
 LD0859| LD0857 MT PLEASANT SE ELEC ASSOC MST       APPROX. 3.6 KM 0872717.5 |
 LD0859| LD0860 MT PLEASANT ALPHONUS CATH CH        APPROX. 2.2 KM 0973658.8 |
 LD0859| LD0861 MT PLEASANT ST MENTAL INST STK      APPROX. 4.1 KM 1050526.8 |
 LD0859| LD0865 MT PLEASANT ST MENTAL INST TK       APPROX. 4.0 KM 1052041.6 |
 LD0859| CL9512 HERRON RM 1                          72.350 METERS 18738     |
 LD0859| CL9513 HERRON RM 2                          35.433 METERS 28012     |
 LD0859|---------------------------------------------------------------------|
 LD0859
 LD0859                          SUPERSEDED SURVEY CONTROL
 LD0859
 LD0859  NAD 83(1986)-  40 57 48.36036(N)    091 35 00.12223(W) AD(       ) 2
 LD0859  NAD 27      -  40 57 48.26480(N)    091 34 59.54740(W) AD(       ) 2
 LD0859
 LD0859.Superseded values are not recommended for survey control.
 LD0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0859.See file dsdata.txt to determine how the superseded data were derived.
 LD0859
 LD0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF1920935664(NAD 83)
 LD0859_MARKER: DS = TRIANGULATION STATION DISK
 LD0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0859_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LD0859
 LD0859  HISTORY     - Date     Condition        Report By
 LD0859  HISTORY     - 1955     MONUMENTED       CGS
 LD0859  HISTORY     - 1956     GOOD             CGS
 LD0859
 LD0859                          STATION DESCRIPTION
 LD0859
 LD0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0859'STATION IS LOCATED ABOUT 1.5 MILES WEST OF MOUNT PLEASANT AND
 LD0859'ABOUT 0.25 MILE SOUTH OF WHERE U.S. HIGHWAY 34 MAKES A SHARP
 LD0859'TURN TO THE NORTH ON THE PROPERTY OF MR. LEROY HERRON.
 LD0859'
 LD0859'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 LD0859'HIGHWAY 34 AND U.S. HIGHWAY 218, IN MOUNT PLEASANT, GO WEST
 LD0859'ON U.S. HIGHWAY 34 FOR 1.4 MILES TO GRAVELED ROAD ON THE
 LD0859'LEFT.  (AZIMUTH MARK IS AT FENCE CORNER ON THE SOUTH SIDE OF
 LD0859'GRAVELED ROAD.) CONTINUE WEST, ON GRAVELED ROAD, FOR 0.05
 LD0859'MILE TO CROSSROAD.  TURN SOUTH ON CROSSROAD 0.25 MILE
 LD0859'TO NORTHEAST CORNER OF FIELD ON THE WEST SIDE OF THE ROAD
 LD0859'AND THE STATION.
 LD0859'
 LD0859'STATION, STAMPED HERRON 1955 IS A STANDARD USC AND GS BRONZE
 LD0859'DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 10 INCHES
 LD0859'IN DIAMETER.  IT IS 28.0 FEET SOUTHWEST OF FENCE CORNER,
 LD0859'21.0 FEET WEST OF A WHITE WITNESS POST THAT IS IN FENCE LINE,
 LD0859'AND IS ABOUT 18 INCHES BELOW THE GROUND SURFACE.
 LD0859'
 LD0859'R.M. 1, STAMPED HERRON NO 1 1955, IS A STANDARD USC AND GS
 LD0859'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 LD0859'MONUMENT THAT PROJECTS ABOUT 4 INCHES.  IT IS 1.0 FOOT NORTH
 LD0859'OF A FENCE LINE AND 48.0 FEET WEST OF FENCE CORNER.  IT IS
 LD0859'ABOUT 2.0 FEET HIGHER THAN THE STATION.
 LD0859'
 LD0859'R.M. 2, STAMPED HERRON NO 2 1955, IS A STANDARD USC AND GS
 LD0859'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 LD0859'MONUMENT THAT PROJECTS ABOUT 4 INCHES.  IT IS 1.0 FOOT SOUTH
 LD0859'OF FENCE LINE, 10.0 FEET EAST NORTHEAST OF A LARGE TREE
 LD0859'AND ABOUT THE SAME ELEVATION AS THE STATION.
 LD0859'
 LD0859'AZIMUTH MARK, STAMPED HERRON 1955, IS A STANDARD USC AND GS
 LD0859'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 LD0859'MONUMENT THAT PROJECTS ABOUT 6 INCHES.  IT IS 57.0 FEET
 LD0859'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 34 AND 1.0 FOOT NORTH
 LD0859'OF FENCE CORNER.
 LD0859
 LD0859                          STATION RECOVERY (1956)
 LD0859
 LD0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 LD0859'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LD0859'IN GOOD CONDITION.  ROAD CONSTRUCTION ON U.S. HIGHWAY 34
 LD0859'WILL DESTROY THE AZIMUTH MARK.  IT WAS MOVED ON LINE TOWARD
 LD0859'THE STATION.  A BRIEF DESCRIPTION OF THE AZIMUTH MARK (RESET)
 LD0859'FOLLOWS.
 LD0859'
 LD0859'AZIMUTH MARK (RESET) IS 0.25 MILE NORTH-NORTHEAST OF THE STATION,
 LD0859'59 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 34, 10 FEET
 LD0859'WEST OF A FENCE T-INTERSECTION, AND 1 FOOT NORTH OF THE
 LD0859'SOUTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND
 LD0859'THE DISK IS STAMPED HERRON 1955 RESET 1956.
 LD0859'
 LD0859'TO REACH THE STATION AND THE AZIMUTH MARK FROM THE JUNCTION
 LD0859'OF U.S. HIGHWAYS 34 AND 218 IN MOUNT PLEASANT, GO WEST ON
 LD0859'U.S. HIGHWAY 34 FOR 1.4 MILES TO THE AZIMUTH MARK ON THE
 LD0859'LEFT.  CONTINUE WEST ON U.S. HIGHWAY 34 (NEW) FOR 0.05 MILE
 LD0859'TO CROSSROAD.  TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.25
 LD0859'MILE TO THE STATION IN THE NORTHEAST CORNER OF PASTURE ON
 LD0859'THE RIGHT.
 LD0859'
 LD0859'OBSERVATIONS MADE N 1956 AT THE RESET AZIMUTH MARK FOLLOW--
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0899 ***********************************************************************
 ON0899  DESIGNATION -  HESPER
 ON0899  PID         -  ON0899
 ON0899  STATE/COUNTY-  IA/WINNESHIEK
 ON0899  USGS QUAD   -  BURR OAK (1981)
 ON0899
 ON0899                         *CURRENT SURVEY CONTROL
 ON0899  ___________________________________________________________________
 ON0899* NAD 83(1996)-  43 29 11.04740(N)    091 45 17.61370(W)     ADJUSTED  
 ON0899* NAVD 88     -       406.6    (meters)    1334.     (feet)  GPS OBS   
 ON0899  ___________________________________________________________________
 ON0899  X           -    -141,947.911 (meters)                     COMP
 ON0899  Y           -  -4,633,031.309 (meters)                     COMP
 ON0899  Z           -   4,367,124.880 (meters)                     COMP
 ON0899  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 ON0899  ELLIP HEIGHT-         376.51  (meters)          (01/15/97) GPS OBS
 ON0899  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ON0899
 ON0899  HORZ ORDER  -  FIRST
 ON0899  ELLP ORDER  -  FOURTH    CLASS II
 ON0899
 ON0899.The horizontal coordinates were established by GPS observations
 ON0899.and adjusted by the National Geodetic Survey in January 1997..
 ON0899
 ON0899.The orthometric height was determined by GPS observations and a
 ON0899.high-resolution geoid model.
 ON0899
 ON0899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0899
 ON0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0899
 ON0899.The ellipsoidal height was determined by GPS observations
 ON0899.and is referenced to NAD 83.
 ON0899
 ON0899.The geoid height was determined by GEOID03.
 ON0899
 ON0899;                    North         East     Units Scale Factor Converg.
 ON0899;SPC IA N     - 1,222,112.285 1,641,166.841   MT  1.00004756   +1 10 57.9
 ON0899;SPC MN S     -   156,541.028   981,608.814   MT  1.00007754   +1 34 25.2
 ON0899;UTM  15      - 4,815,584.141   600,682.883   MT  0.99972469   +0 51 25.0
 ON0899
 ON0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0899!SPC IA N     -   0.99994096  x   1.00004756  =   0.99998852
 ON0899!SPC MN S     -   0.99994096  x   1.00007754  =   1.00001850
 ON0899!UTM  15      -   0.99994096  x   0.99972469  =   0.99966567
 ON0899
 ON0899:                Primary Azimuth Mark                     Grid Az
 ON0899:SPC IA N     -  SPRING GROVE WATER TANK                  047 21 11.2
 ON0899:SPC MN S     -  SPRING GROVE WATER TANK                  046 57 43.9
 ON0899:UTM  15      -  SPRING GROVE WATER TANK                  047 40 44.1
 ON0899
 ON0899|---------------------------------------------------------------------|
 ON0899| PID    Reference Object                     Distance      Geod. Az  |
 ON0899|                                                           dddmmss.s |
 ON0899| ON0951 SPRING GROVE WATER TANK             APPROX.12.6 KM 0483209.1 |
 ON0899| CI6511 HESPER RM 1                          10.605 METERS 09034     |
 ON0899| ON0870 HESPER AZ MK                        APPROX. 0.6 KM 0925802.7 |
 ON0899| ON0866 LOCUST LUTHERAN CHURCH CROSS        APPROX. 7.7 KM 1592602.9 |
 ON0899| CI5694 HESPER RM 2                          33.193 METERS 16544     |
 ON0899| ON0966 MABEL MUNICIPAL TANK                APPROX. 4.4 KM 3380148.4 |
 ON0899|---------------------------------------------------------------------|
 ON0899
 ON0899                          SUPERSEDED SURVEY CONTROL
 ON0899
 ON0899  NAD 83(1986)-  43 29 11.04002(N)    091 45 17.61349(W) AD(       ) 2
 ON0899  NAD 27      -  43 29 11.15440(N)    091 45 17.07280(W) AD(       ) 2
 ON0899  NGVD 29 (07/19/86)  406.9    (m)         1335.     (f) VERT ANG       
 ON0899
 ON0899.Superseded values are not recommended for survey control.
 ON0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0899.See file dsdata.txt to determine how the superseded data were derived.
 ON0899
 ON0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0068315584(NAD 83)
 ON0899_MARKER: DH = HORIZONTAL CONTROL DISK
 ON0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0899_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON0899_STAMPING: HESPER 1961
 ON0899_MARK LOGO: CGS   
 ON0899_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ON0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0899+STABILITY: SURFACE MOTION
 ON0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0899+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1996
 ON0899
 ON0899  HISTORY     - Date     Condition        Report By
 ON0899  HISTORY     - 1961     MONUMENTED       CGS
 ON0899  HISTORY     - 1977     GOOD             MNDT
 ON0899  HISTORY     - 1984     GOOD             MNDT
 ON0899  HISTORY     - 19960221 GOOD             MN-055
 ON0899
 ON0899                          STATION DESCRIPTION
 ON0899
 ON0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0899'THE STATION IS ABOUT 1 MILE EAST OF HESPER, ABOUT 1 MILE
 ON0899'SOUTH OF THE IOWA-MINNESOTA STATE LINE, ABOUT 2-1/2 MILES
 ON0899'SOUTH OF MABEL, IN THE SOUTHEAST 1/4 OF SEC. 11, T. 100 N.,
 ON0899'R. 8 W., AND ON ROAD RIGHT-OF-WAY.  IT IS 55 FEET NORTH OF
 ON0899'THE CENTERLINE OF A GRAVELED ROAD, 38 FEET WEST OF A TELEPHONE
 ON0899'POLE, 36 FEET EAST OF A FENCE CORNER, 27 FEET EAST OF THE
 ON0899'CENTER OF A FIELD ENTRANCE, 4 FEET SOUTHEAST OF A WITNESS POST,
 ON0899'AND 3 FEET SOUTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND
 ON0899'THE DISK IS STAMPED HESPER 1961.
 ON0899'
 ON0899'TO REACH FROM THE POST OFFICE AT THE MAIN CROSSROAD IN HESPER,
 ON0899'GO EAST ON A PAVED ROAD FOR 0.1 MILE TO THE END OF THE PAVEMENT.
 ON0899'CONTINUE EAST ON A GRAVELED ROAD FOR 0.95 MILE TO A FIELD
 ON0899'ENTRANCE ON THE LEFT AND THE STATION ON THE LEFT.
 ON0899'
 ON0899'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 ON0899'GRAVELED ROAD FOR 0.4 MILE TO A DRIVEWAY LEFT AND THE AZIMUTH
 ON0899'MARK ON THE RIGHT.
 ON0899'
 ON0899'REFERENCE MARK 1 IS 53 FEET NORTH OF THE CENTERLINE OF THE
 ON0899'GRAVELED ROAD, 3 FEET SOUTH OF THE WIRE FENCE, AND 2 FEET
 ON0899'WEST OF THE TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE
 ON0899'DISK IS STAMPED HESPER NO 1 1961.
 ON0899'
 ON0899'REFERENCE MARK 2 IS 82 FEET WEST OF A POWER POLE WITH A GUY
 ON0899'WIRE, 50 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD,
 ON0899'26 FEET EAST OF THE EAST GATE POST OF A FIELD ENTRANCE, AND
 ON0899'1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE
 ON0899'DISK IS STAMPED HESPER NO 2 1961.
 ON0899'
 ON0899'THE AZIMUTH MARK IS 51 FEET SOUTH OF THE INTERSECTION OF A
 ON0899'GRAVELED ROAD AND A DRIVEWAY NORTH, 11 FEET WEST OF A POWER
 ON0899'POLE WITH A TRANSFORMER AND A GUY WIRE, 2 FEET WEST OF A
 ON0899'WITNESS POST, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT
 ON0899'IS FLUSH AND THE DISK IS STAMPED HESPER 1961.
 ON0899'
 ON0899'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ON0899
 ON0899                          STATION RECOVERY (1977)
 ON0899
 ON0899'RECOVERY NOTE BY MN DEPT OF TRANSP 1977 (DKH)
 ON0899'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 ON0899'2, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 ON0899'DESCRIBED.  THE DISTANCES TO THE REFERENCE MARKS CHECKED.
 ON0899'
 ON0899'THE STATION MARK IS 54 FEET NORTH OF THE GRAVEL ROAD, 27 FEET
 ON0899'EAST OF THE CENTER OF A FIELD ENTRANCE, 35.7 FEET EAST OF A CORNER
 ON0899'FENCE POST, 3.0 FEET SOUTH OF A FENCELINE, AND 3.7 FEET SOUTHEAST
 ON0899'OF A STEEL WITNESS POST.
 ON0899'
 ON0899'REFERENCE MARK NUMBER 1 IS 53 FEET NORTH OF THE CENTER OF THE
 ON0899'GRAVEL ROAD, 2.9 FEET SOUTH OF A FENCELINE, AND 37.5 FEET EAST
 ON0899'OF A STEEL WITNESS POST.
 ON0899'
 ON0899'REFERENCE MARK NUMBER 2 IS 52 FEET SOUTH OF THE CENTER OF THE
 ON0899'GRAVEL ROAD, 35 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 25.3
 ON0899'FEET EAST OF AN EAST GATE POST, 81.4 FEET WEST OF A POWER POLE
 ON0899'WITH A GUY WIRE, AND 1.0 FOOT NORTH OF A FENCELINE.
 ON0899'
 ON0899'HEIGHT OF LIGHT ABOVE STATION MARK 5.45 FEET.
 ON0899'
 ON0899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ON0899'1 MILE EAST OF HESPER.
 ON0899
 ON0899                          STATION RECOVERY (1984)
 ON0899
 ON0899'RECOVERY NOTE BY MN DEPT OF TRANSP 1984 (DKH)
 ON0899'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2,
 ON0899'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 ON0899'1961 AND THE 1977 RECOVERY NOTE.  THE DISTANCES TO AND THE ANGLE
 ON0899'BETWEEN THE REFERENCE MARKS CHECKED.  ADDITIONS OR CORRECTIONS TO THE
 ON0899'DESCRIPTION FOLLOW.
 ON0899'
 ON0899'THE GRAVEL ROAD THAT THE MARKS ARE LOCATED OFF OF IS NOW A CONCRETE
 ON0899'ROAD.
 ON0899'
 ON0899'THE STATION MARK IS 55.0 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 ON0899'
 ON0899'REFERENCE MARK NUMBER 1 IS 55.0 FEET NORTH OF THE CENTERLINE OF THE
 ON0899'ROAD.
 ON0899'
 ON0899'REFERENCE MARK NUMBER 2 IS 50.5 FEET SOUTH OF THE CENTERLINE OF THE
 ON0899'ROAD AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.
 ON0899'
 ON0899'THE AZIMUTH MARK IS 53.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 ON0899'
 ON0899'A RAILROAD SPIKE BURIED ADJACENT TO THE CONCRETE MONUMENTS MAKE ALL OF
 ON0899'THE MARKS MAGNETIC.
 ON0899
 ON0899                          STATION RECOVERY (1996)
 ON0899
 ON0899'RECOVERY NOTE BY HOUSTON COUNTY MINNESOTA 1996 (TAM)
 ON0899'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE REFERENCE
 ON0899'MARKS WERE NOT RECOVERED AT THIS TIME.  RECOVERY NOTE BY TAMMY A.
 ON0899'MAUSS, CHECKED BY J.E.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0870 ***********************************************************************
 ON0870  DESIGNATION -  HESPER AZ MK
 ON0870  PID         -  ON0870
 ON0870  STATE/COUNTY-  IA/WINNESHIEK
 ON0870  USGS QUAD   -  HIGHLANDVILLE (1981)
 ON0870
 ON0870                         *CURRENT SURVEY CONTROL
 ON0870  ___________________________________________________________________
 ON0870* NAD 83(1996)-  43 29 09.96482(N)    091 44 48.95782(W)     ADJUSTED  
 ON0870* NAVD 88     -       390.     (meters)    1280.     (feet)  VERTCON   
 ON0870  ___________________________________________________________________
 ON0870  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 ON0870  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 ON0870
 ON0870  HORZ ORDER  -  THIRD
 ON0870
 ON0870.The horizontal coordinates were established by classical geodetic methods
 ON0870.and adjusted by the National Geodetic Survey in May 1999..
 ON0870
 ON0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0870
 ON0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0870
 ON0870.The geoid height was determined by GEOID03.
 ON0870
 ON0870;                    North         East     Units Scale Factor Converg.
 ON0870;SPC IA N     - 1,222,092.203 1,641,811.346   MT  1.00004748   +1 11 17.3
 ON0870;SPC MN S     -   156,525.344   982,253.461   MT  1.00007763   +1 34 45.3
 ON0870;UTM  15      - 4,815,560.402   601,327.057   MT  0.99972629   +0 51 44.7
 ON0870
 ON0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0870!SPC IA N     -   0.99994357  x   1.00004748  =   0.99999105
 ON0870!SPC MN S     -   0.99994357  x   1.00007763  =   1.00002119
 ON0870!UTM  15      -   0.99994357  x   0.99972629  =   0.99966987
 ON0870
 ON0870                          SUPERSEDED SURVEY CONTROL
 ON0870
 ON0870  NAD 83(1996)-  43 29 09.96483(N)    091 44 48.95782(W) AD(       ) 3
 ON0870  NAD 83(1986)-  43 29 09.95732(N)    091 44 48.95797(W) AD(       ) 3
 ON0870  NAD 27      -  43 29 10.07179(N)    091 44 48.41814(W) AD(       ) 3
 ON0870  NGVD 29 (07/19/86)  390.     (m)         1280.     (f) VERT ANG       
 ON0870
 ON0870.Superseded values are not recommended for survey control.
 ON0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0870.See file dsdata.txt to determine how the superseded data were derived.
 ON0870
 ON0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0132715560(NAD 83)
 ON0870_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ON0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0870_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON0870_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ON0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0870+STABILITY: SURFACE MOTION
 ON0870
 ON0870  HISTORY     - Date     Condition        Report By
 ON0870  HISTORY     - 1961     MONUMENTED       CGS
 ON0870  HISTORY     - 1984     GOOD             MNDT
 ON0870
 ON0870                          STATION DESCRIPTION
 ON0870
 ON0870'DESCRIBED BY MN DEPT OF TRANSP 1984 (DKH)
 ON0870'THE STATION MARK WAS RECOVERED IN GOOD CONDITION ABOUT 1-1/2 MILES
 ON0870'EAST OF THE TOWN OF HESPER, IOWA, ABOUT 1 MILE SOUTH OF THE
 ON0870'IOWA - MINNESOTA STATE LINE, AND ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF
 ON0870'MABEL, MINNESOTA.
 ON0870'
 ON0870'TO REACH THE STATION FROM THE POST OFFICE AT THE MAIN CROSSROAD IN
 ON0870'HESPER, GO EAST ON A PAVED ROAD FOR 0.1 MILE TO THE END OF THE
 ON0870'PAVEMENT, CONTINUE EAST ON A CONCRETE ROAD FOR 1.35 MILES TO A
 ON0870'DRIVEWAY ON THE LEFT AND THE STATION ON THE RIGHT.
 ON0870'
 ON0870'THE STATION MARK, A STANDARD CGS AZIMUTH MARK DISK
 ON0870'STAMPED---HESPER 1961---, IS SET IN THE TOP OF A 12 INCH SQUARE
 ON0870'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ON0870'MARK IS 53.0 FEET SOUTH OF THE INTERSECTION OF A CONCRETE ROAD AND A
 ON0870'DRIVEWAY NORTH, 11 FEET WEST OF A POWER POLE WITH A TRANSFORMER AND A
 ON0870'GUY WIRE, 1 FOOT NORTH OF A WIRE FENCE, AND 2.0 FEET WEST OF A STEEL
 ON0870'WITNESS POST.
 ON0870'
 ON0870'A RAILROAD SPIKE BURIED ADJACENT TO THE CONCRETE MONUMENT MAKES THE
 ON0870'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0222 ***********************************************************************
 LF0222  DESIGNATION -  HH 107
 LF0222  PID         -  LF0222
 LF0222  STATE/COUNTY-  IA/PAGE
 LF0222  USGS QUAD   -  BINGHAM (1981)
 LF0222
 LF0222                         *CURRENT SURVEY CONTROL
 LF0222  ___________________________________________________________________
 LF0222* NAD 83(1986)-  40 44 50.     (N)    095 16 15.     (W)     SCALED    
 LF0222* NAVD 88     -       331.703  (meters)    1088.26   (feet)  ADJUSTED  
 LF0222  ___________________________________________________________________
 LF0222  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LF0222  DYNAMIC HT  -         331.525 (meters)    1087.68  (feet)  COMP
 LF0222  MODELED GRAV-     980,079.9   (mgal)                       NAVD 88
 LF0222
 LF0222  VERT ORDER  -  SECOND    CLASS 0
 LF0222
 LF0222.The horizontal coordinates were scaled from a topographic map and have
 LF0222.an estimated accuracy of +/- 6 seconds.
 LF0222
 LF0222.The orthometric height was determined by differential leveling
 LF0222.and adjusted by the National Geodetic Survey in June 1991..
 LF0222
 LF0222.The geoid height was determined by GEOID03.
 LF0222
 LF0222.The dynamic height is computed by dividing the NAVD 88
 LF0222.geopotential number by the normal gravity value computed on the
 LF0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0222.degrees latitude (g = 980.6199 gals.).
 LF0222
 LF0222.The modeled gravity was interpolated from observed gravity values.
 LF0222
 LF0222;                    North         East    Units  Estimated Accuracy
 LF0222;SPC IA S     -    84,500.      350,460.      MT  (+/- 180 meters Scaled)
 LF0222
 LF0222                          SUPERSEDED SURVEY CONTROL
 LF0222
 LF0222  NGVD 29 (??/??/92)  331.576  (m)         1087.85   (f) ADJ UNCH    2 0
 LF0222
 LF0222.Superseded values are not recommended for survey control.
 LF0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0222.See file dsdata.txt to determine how the superseded data were derived.
 LF0222
 LF0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF082131(NAD 83)
 LF0222_MARKER: DB = BENCH MARK DISK
 LF0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0222_STAMPING: HH 107 1935
 LF0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0222+STABILITY: SURFACE MOTION
 LF0222
 LF0222  HISTORY     - Date     Condition        Report By
 LF0222  HISTORY     - 1935     MONUMENTED       CGS
 LF0222  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0222
 LF0222                          STATION DESCRIPTION
 LF0222
 LF0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0222'1.2 MI NE FROM NORWICH.
 LF0222'1.2 MILES NORTHWEST ALONG THE ABANDONED CHICAGO, BURLINGTON AND
 LF0222'QUINCY RAILROAD FROM THE STATION AT NORWICH, PAGE COUNTY, AT A
 LF0222'ROAD CROSSING, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 24
 LF0222'FEET NORTH OF THE CENTERLINE OF THE OLD ROADBED, AND 3 FEET
 LF0222'HIGHER THAN THE OLD ROADBED.  A STANDARD DISK, STAMPED HH 107 1935
 LF0222'AND SET IN THE TOP OF A CONCRETE POST.
 LF0222
 LF0222                          STATION RECOVERY (1976)
 LF0222
 LF0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0929 ***********************************************************************
 LF0929  DESIGNATION -  HH 158
 LF0929  PID         -  LF0929
 LF0929  STATE/COUNTY-  IA/MILLS
 LF0929  USGS QUAD   -  TABOR NE (1957)
 LF0929
 LF0929                         *CURRENT SURVEY CONTROL
 LF0929  ___________________________________________________________________
 LF0929* NAD 83(1986)-  40 56 42.     (N)    095 31 05.     (W)     SCALED    
 LF0929* NAVD 88     -       334.797  (meters)    1098.41   (feet)  ADJUSTED  
 LF0929  ___________________________________________________________________
 LF0929  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 LF0929  DYNAMIC HT  -         334.638 (meters)    1097.89  (feet)  COMP
 LF0929  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 LF0929
 LF0929  VERT ORDER  -  SECOND    CLASS 0
 LF0929
 LF0929.The horizontal coordinates were scaled from a topographic map and have
 LF0929.an estimated accuracy of +/- 6 seconds.
 LF0929
 LF0929.The orthometric height was determined by differential leveling
 LF0929.and adjusted by the National Geodetic Survey in June 1991..
 LF0929
 LF0929.The geoid height was determined by GEOID03.
 LF0929
 LF0929.The dynamic height is computed by dividing the NAVD 88
 LF0929.geopotential number by the normal gravity value computed on the
 LF0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0929.degrees latitude (g = 980.6199 gals.).
 LF0929
 LF0929.The modeled gravity was interpolated from observed gravity values.
 LF0929
 LF0929;                    North         East    Units  Estimated Accuracy
 LF0929;SPC IA S     -   106,910.      330,090.      MT  (+/- 180 meters Scaled)
 LF0929
 LF0929                          SUPERSEDED SURVEY CONTROL
 LF0929
 LF0929  NGVD 29 (??/??/92)  334.705  (m)         1098.11   (f) ADJ UNCH    2 0
 LF0929
 LF0929.Superseded values are not recommended for survey control.
 LF0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0929.See file dsdata.txt to determine how the superseded data were derived.
 LF0929
 LF0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF880357(NAD 83)
 LF0929_MARKER: DB = BENCH MARK DISK
 LF0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0929_STAMPING: HH 158 1949
 LF0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0929+STABILITY: SURFACE MOTION
 LF0929
 LF0929  HISTORY     - Date     Condition        Report By
 LF0929  HISTORY     - 1949     MONUMENTED       CGS
 LF0929  HISTORY     - 1950     GOOD             NGS
 LF0929  HISTORY     - 1950     GOOD             NGS
 LF0929
 LF0929                          STATION DESCRIPTION
 LF0929
 LF0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF0929'1 MI W FROM STRAHAN.
 LF0929'1.0 MILE WEST ALONG COUNTY ROAD S FROM THE STRAHAM CONSOLIDATED
 LF0929'SCHOOL AT STRAHAN, AT A ROAD INTERSECTION, 39 FEET SOUTH OF THE
 LF0929'CENTER LINE OF THE COUNTY ROAD, 35 FEET EAST OF THE CENTER
 LF0929'LINE OF A NORTH-SOUTH DIRT ROAD, 2.0 FEET SOUTHEAST OF A FENCE
 LF0929'CORNER, 3.8 FEET SOUTHEAST OF A POWER POLE, 1.8 FEET NORTH OF A
 LF0929'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LF0929'0.4 FOOT ABOVE THE GROUND.
 LF0929
 LF0929                          STATION RECOVERY (1950)
 LF0929
 LF0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0791 ***********************************************************************
 NJ0791  DESIGNATION -  HIGH
 NJ0791  PID         -  NJ0791
 NJ0791  STATE/COUNTY-  IA/CLAYTON
 NJ0791  USGS QUAD   -  GUNDER (1965)
 NJ0791
 NJ0791                         *CURRENT SURVEY CONTROL
 NJ0791  ___________________________________________________________________
 NJ0791* NAD 83(1996)-  42 53 06.97874(N)    091 34 54.34183(W)     ADJUSTED  
 NJ0791* NAVD 88     -       370.43   (+/-2cm)    1215.3    (feet)  VERTCON   
 NJ0791  ___________________________________________________________________
 NJ0791  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 NJ0791  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 NJ0791
 NJ0791  HORZ ORDER  -  SECOND
 NJ0791  VERT ORDER  -  THIRD ? (See Below)
 NJ0791
 NJ0791.The horizontal coordinates were established by classical geodetic methods
 NJ0791.and adjusted by the National Geodetic Survey in May 1999..
 NJ0791
 NJ0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0791.The vertical order pertains to the NGVD 29 superseded value.
 NJ0791
 NJ0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0791
 NJ0791.The geoid height was determined by GEOID03.
 NJ0791
 NJ0791;                    North         East     Units Scale Factor Converg.
 NJ0791;SPC IA N     - 1,155,650.154 1,656,684.836   MT  0.99995256   +1 18 00.3
 NJ0791;UTM  15      - 4,749,050.118   615,814.009   MT  0.99976501   +0 57 55.0
 NJ0791
 NJ0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0791!SPC IA N     -   0.99994673  x   0.99995256  =   0.99989929
 NJ0791!UTM  15      -   0.99994673  x   0.99976501  =   0.99971175
 NJ0791
 NJ0791:                Primary Azimuth Mark                     Grid Az
 NJ0791:SPC IA N     -  GUNDER MARION EV LUTH CH SPIRE           029 26 47.8
 NJ0791:UTM  15      -  GUNDER MARION EV LUTH CH SPIRE           029 46 53.1
 NJ0791
 NJ0791|---------------------------------------------------------------------|
 NJ0791| PID    Reference Object                     Distance      Geod. Az  |
 NJ0791|                                                           dddmmss.s |
 NJ0791| NJ0792 GUNDER MARION EV LUTH CH SPIRE      APPROX.11.0 KM 0304448.1 |
 NJ0791| CI5695 HIGH AZ MK                                         0991331.5 |
 NJ0791| CI5696 HIGH RM 1                            21.992 METERS 17209     |
 NJ0791| CI5697 HIGH RM 2                            21.577 METERS 23200     |
 NJ0791|---------------------------------------------------------------------|
 NJ0791
 NJ0791                          SUPERSEDED SURVEY CONTROL
 NJ0791
 NJ0791  NAD 83(1996)-  42 53 06.97863(N)    091 34 54.34158(W) AD(       ) 2
 NJ0791  NAD 83(1986)-  42 53 06.96894(N)    091 34 54.34072(W) AD(       ) 2
 NJ0791  NAD 27      -  42 53 07.02890(N)    091 34 53.80980(W) AD(       ) 2
 NJ0791  NGVD 29 (07/19/86)  370.46   (m)         1215.4    (f) LEVELING    3  
 NJ0791
 NJ0791.Superseded values are not recommended for survey control.
 NJ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0791.See file dsdata.txt to determine how the superseded data were derived.
 NJ0791
 NJ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH1581449050(NAD 83)
 NJ0791_MARKER: DS = TRIANGULATION STATION DISK
 NJ0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0791
 NJ0791  HISTORY     - Date     Condition        Report By
 NJ0791  HISTORY     - 1961     MONUMENTED       CGS
 NJ0791
 NJ0791                          STATION DESCRIPTION
 NJ0791
 NJ0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0791'THE STATION IS ABOUT 13 MILES SOUTHEAST OF WEST UNION, 5 MILES
 NJ0791'NORTHEAST OF WADENA, IN HIGHLAND TOWNSHIP, IN THE NW 1/4 OF
 NJ0791'SEC. 8, T-93-N, R-6-W, AND ON THE PROPERTY OF THE HIGHLAND
 NJ0791'TOWNSHIP HALL.  IT IS 84 FEET SOUTH OF THE CENTERLINE OF
 NJ0791'STATE HIGHWAY 56, 34 FEET SOUTHEAST OF THE NORTHEAST CORNER
 NJ0791'OF THE TOWNSHIP HALL, 34 FEET NORTHEAST OF THE SOUTHEAST CORNER
 NJ0791'OF THE BUILDING AND 15 FEET WEST OF A WITNESS POST AND A
 NJ0791'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NJ0791'HIGH 1961.
 NJ0791'
 NJ0791'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 150
 NJ0791'AND 56 AT THE SOUTHWEST EDGE OF WEST UNION, GO SOUTHEAST ON
 NJ0791'HIGHWAY 56 FOR 9.7 MILES TO THE JUNCTION OF STATE ROAD 296.
 NJ0791'CONTINUE SOUTHEAST ON HIGHWAY 56 FOR 4.05 MILES TO THE HIGHLAND
 NJ0791'TOWNSHIP HALL ON THE RIGHT.
 NJ0791'
 NJ0791'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 NJ0791'HIGHWAY 56 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 NJ0791'
 NJ0791'REFERENCE MARK 1 IS 65 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NJ0791'OF THE BUILDING AND 1 FOOT NORTHWEST OF A FENCE CORNER.  THE
 NJ0791'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED HIGH
 NJ0791'NO 1 1961.
 NJ0791'
 NJ0791'REFERENCE MARK 2 IS 72 FEET NORTHWEST OF THE FENCE CORNER,
 NJ0791'29 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING AND
 NJ0791'13 NORTHWEST OF THE NORTHWEST CORNER OF A SMALL OUTHOUSE.
 NJ0791'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED HIGH
 NJ0791'NO 2 1961.
 NJ0791'
 NJ0791'THE AZIMUTH MARK IS 60 FEET NORTH OF THE CENTERLINE OF THE
 NJ0791'HIGHWAY, 13 FEET WEST OF A FIELD ENTRANCE, 1 FOOT SOUTH OF
 NJ0791'A FENCE AND 1 FOOT WEST OF A WITNESS POST.  THE MONUMENT
 NJ0791'PROJECTS 6 INCHES AND THE DISK IS STAMPED HIGH 1961.
 NJ0791'
 NJ0791'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0820 ***********************************************************************
 MG0820  DESIGNATION -  HIGH
 MG0820  PID         -  MG0820
 MG0820  STATE/COUNTY-  IA/WASHINGTON
 MG0820  USGS QUAD   -  RIVERSIDE (1983)
 MG0820
 MG0820                         *CURRENT SURVEY CONTROL
 MG0820  ___________________________________________________________________
 MG0820* NAD 83(1996)-  41 24 21.38879(N)    091 32 45.43760(W)     ADJUSTED  
 MG0820* NAVD 88     -       235.3    (meters)     772.     (feet)  VERTCON   
 MG0820  ___________________________________________________________________
 MG0820  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 MG0820  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MG0820
 MG0820  HORZ ORDER  -  SECOND
 MG0820
 MG0820.The horizontal coordinates were established by classical geodetic methods
 MG0820.and adjusted by the National Geodetic Survey in May 1999..
 MG0820
 MG0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0820
 MG0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0820
 MG0820.The geoid height was determined by GEOID03.
 MG0820
 MG0820;                    North         East     Units Scale Factor Converg.
 MG0820;SPC IA S     -   157,964.000   663,369.998   MT  0.99995476   +1 17 13.7
 MG0820;UTM  15      - 4,584,842.079   621,535.724   MT  0.99978178   +0 57 42.5
 MG0820
 MG0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0820!SPC IA S     -   0.99996824  x   0.99995476  =   0.99992300
 MG0820!UTM  15      -   0.99996824  x   0.99978178  =   0.99975002
 MG0820
 MG0820:                Primary Azimuth Mark                     Grid Az
 MG0820:SPC IA S     -  ENGLISH                                  003 48 26.4
 MG0820:UTM  15      -  ENGLISH                                  004 07 57.6
 MG0820
 MG0820|---------------------------------------------------------------------|
 MG0820| PID    Reference Object                     Distance      Geod. Az  |
 MG0820|                                                           dddmmss.s |
 MG0820| MG0819 ENGLISH                             APPROX. 4.4 KM 0050540.1 |
 MG0820| CL9535 HIGH RM 1                            17.063 METERS 08908     |
 MG0820| CL9536 HIGH RM 2                            13.094 METERS 27256     |
 MG0820|---------------------------------------------------------------------|
 MG0820
 MG0820                          SUPERSEDED SURVEY CONTROL
 MG0820
 MG0820  NAD 83(1986)-  41 24 21.38818(N)    091 32 45.44537(W) AD(       ) 2
 MG0820  NAD 27      -  41 24 21.31565(N)    091 32 44.85971(W) AD(       ) 2
 MG0820  NGVD 29 (07/19/86)  235.3    (m)          772.     (f) VERT ANG       
 MG0820
 MG0820.Superseded values are not recommended for survey control.
 MG0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0820.See file dsdata.txt to determine how the superseded data were derived.
 MG0820
 MG0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2153684842(NAD 83)
 MG0820_MARKER: DD = SURVEY DISK
 MG0820_SETTING: 0 = UNSPECIFIED SETTING
 MG0820
 MG0820  HISTORY     - Date     Condition        Report By
 MG0820  HISTORY     - 1968     MONUMENTED       USGS
 MG0820
 MG0820                          STATION DESCRIPTION
 MG0820
 MG0820'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0820'THE STATION IS LOCATED ABOUT 7.7 MI N. OF AINSWORTH, ABOUT 0.25
 MG0820'MI SW. OF THE HIGHLAND COMMUNITY SCHOOL, 0.25 MI W. OF U.S. HWY.
 MG0820'218, NEAR THE CENTER OF THE NE. QUARTER SEC. 9, T. 76 N., R. 6
 MG0820'W., ON LAND OWNED BY LOUIS HAVEL.
 MG0820'
 MG0820'TO REACH THE STATION FROM THE POST OFFICE AT AINSWORTH, DRIVE 1
 MG0820'BLOCK E. AND 1 BLOCK S. TO JCT. WITH STATE HWY. 92, TURN LEFT
 MG0820'AND DRIVE E. ON STATE HWY. 92 FOR 0.6 MI TO JCT. WITH
 MG0820'U.S. HWY. 218, TURN LEFT AND DRIVE N. ON U.S. HWY. 218 FOR 7.6
 MG0820'MI TO A GRAVEL CROSSROADS, TURN LEFT AND DRIVE W. ON GRAVEL
 MG0820'RD. FOR 0.25 MI TO JCT. OF A GRADED DIRT RD., TURN RIGHT AND
 MG0820'DRIVE N. ON GRADED DIRT RD. FOR 0.25 MI TO STATION ON THE LEFT.
 MG0820'
 MG0820'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED HIGH
 MG0820'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD DRIVEN IN
 MG0820'GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  REFERENCE
 MG0820'MARKS ARE FLUSH WITH GROUND.  STATION MARK IS 12 IN. BELOW GROUND.
 MG0820'
 MG0820'STATION MARK IS 100 FT W. OF THE CENTER OF THE N.-S. GRADED DIRT
 MG0820'RD. AND 2 FT S. OF AN E.-W. PROPERTY LINE FENCE.
 MG0820'
 MG0820'REFERENCE MARK NO. 1 IS 55.98 FT (17.063 M.) E. OF THE STATION,
 MG0820'44 FT W. OF CENTER OF N.-S. DIRT RD., 0.5 FT S. OF THE
 MG0820'E.-W. PROPERTY LINE FENCE AND 1 FT W. OF A METAL WITNESS POST.
 MG0820'
 MG0820'REFERENCE MARK NO. 2 IS 42.96 FT. (13.094 M.) W. OF STATION, 143
 MG0820'FT W. OF N.-S. GRADED DIRT RD., 0.5 FT S. OF THE E.-W. PROPERTY
 MG0820'LINE FENCE AND 1 FT E. OF A METAL WITNESS POST.
 MG0820'
 MG0820'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1239 ***********************************************************************
 LF1239  DESIGNATION -  HIGHLAND
 LF1239  PID         -  LF1239
 LF1239  STATE/COUNTY-  IA/UNION
 LF1239  USGS QUAD   -  SHANNON CITY (1981)
 LF1239
 LF1239                         *CURRENT SURVEY CONTROL
 LF1239  ___________________________________________________________________
 LF1239* NAD 83(1996)-  40 59 43.97153(N)    094 16 31.39794(W)     ADJUSTED  
 LF1239* NAVD 88     -       395.8    (meters)    1299.     (feet)  VERTCON   
 LF1239  ___________________________________________________________________
 LF1239  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 LF1239  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 LF1239
 LF1239  HORZ ORDER  -  FIRST
 LF1239
 LF1239.The horizontal coordinates were established by classical geodetic methods
 LF1239.and adjusted by the National Geodetic Survey in May 1999..
 LF1239
 LF1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1239
 LF1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1239
 LF1239.The geoid height was determined by GEOID03.
 LF1239
 LF1239;                    North         East     Units Scale Factor Converg.
 LF1239;SPC IA S     -   110,844.511   434,761.986   MT  0.99995476   -0 30 38.7
 LF1239;UTM  15      - 4,539,046.082   392,729.419   MT  0.99974162   -0 50 12.2
 LF1239
 LF1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1239!SPC IA S     -   0.99994275  x   0.99995476  =   0.99989752
 LF1239!UTM  15      -   0.99994275  x   0.99974162  =   0.99968439
 LF1239
 LF1239:                Primary Azimuth Mark                     Grid Az
 LF1239:SPC IA S     -  AFTON MUNICIPAL TANK                     061 38 40.4
 LF1239:UTM  15      -  AFTON MUNICIPAL TANK                     061 58 13.9
 LF1239
 LF1239|---------------------------------------------------------------------|
 LF1239| PID    Reference Object                     Distance      Geod. Az  |
 LF1239|                                                           dddmmss.s |
 LF1239| MJ1080 AFTON MUNICIPAL TANK                APPROX. 7.7 KM 0610801.7 |
 LF1239| LF1223 MICROWAVE TWR KAO 53 E ARISPE       APPROX.12.3 KM 1241348.2 |
 LF1239| CL7085 HIGHLAND RM 1                        28.076 METERS 22527     |
 LF1239| MJ1090 CRESTON FARMERS COOP ELEVATOR       APPROX.10.1 KM 3114234.0 |
 LF1239| CL7086 HIGHLAND RM 2                        27.126 METERS 31256     |
 LF1239| MJ1088 CRESTON MUNICIPAL TANK              APPROX. 9.9 KM 3142814.4 |
 LF1239| CL7084 HIGHLAND AZ MK                                     3583553.9 |
 LF1239|---------------------------------------------------------------------|
 LF1239
 LF1239                          SUPERSEDED SURVEY CONTROL
 LF1239
 LF1239  NAD 83(1986)-  40 59 43.97071(N)    094 16 31.42081(W) AD(       ) 1
 LF1239  NAD 27      -  40 59 44.00680(N)    094 16 30.58610(W) AD(       ) 1
 LF1239  NGVD 29 (07/19/86)  395.7    (m)         1298.     (f) VERT ANG       
 LF1239
 LF1239.Superseded values are not recommended for survey control.
 LF1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1239.See file dsdata.txt to determine how the superseded data were derived.
 LF1239
 LF1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF9272939046(NAD 83)
 LF1239_MARKER: DG = GRAVITY STATION DISK
 LF1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1239
 LF1239  HISTORY     - Date     Condition        Report By
 LF1239  HISTORY     - 1958     MONUMENTED       CGS
 LF1239  HISTORY     - 1975     GOOD             USGS
 LF1239  HISTORY     - 1977     GOOD             NGS
 LF1239
 LF1239                          STATION DESCRIPTION
 LF1239
 LF1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LF1239'THE STATION IS ABOUT 6-1/2 MILES SOUTHEAST OF CRESTON, ABOUT
 LF1239'4-1/2 MILES SOUTHWEST OF AFTON AND ON THE ROAD RIGHT-OF-WAY.
 LF1239'IT IS 42 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 LF1239'OF A GRAVELED ROAD AND A FARM LANE EAST, 32 FEET EAST OF THE
 LF1239'CENTERLINE OF A GRAVELED ROAD, 14 FEET NORTH OF A POWER POLE,
 LF1239'7 FEET SOUTH OF A WHITE WITNESS POST, 1 FOOT WEST OF A FENCE
 LF1239'AND IN THE HIGHLAND TOWNSHIP IN THE NORTHWEST QUARTER OF
 LF1239'SECTION 35, T. 72 N., R. 30 W.  THE MONUMENT PROJECTS 3 INCHES
 LF1239'AND THE DISK IS STAMPED HIGHLAND 1958.
 LF1239'
 LF1239'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 LF1239'IN AFTON, GO SOUTH ON U.S. HIGHWAY 169 FOR 1.7 MILES TO A
 LF1239'CROSSROAD.  TURN RIGHT, WEST, FOR 3.6 MILES TO A SIDE ROAD LEFT.
 LF1239'TURN LEFT, SOUTH, FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 LF1239'RIGHT, WEST, SIDE OF THE ROAD.  CONTINUE SOUTH FOR 0.45 MILE
 LF1239'TO THE STATION ON THE LEFT, EAST, SIDE OF THE ROAD.
 LF1239'
 LF1239'REFERENCE MARK 1 IS 34 FEET WEST OF THE CENTERLINE OF THE
 LF1239'GRAVELED ROAD, 19 FEET NORTH OF A POWER POLE AND 1 FOOT EAST
 LF1239'OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LF1239'HIGHLAND NO 1 1958.
 LF1239'
 LF1239'REFERENCE MARK 2 IS 72 FEET NORTH OF THE CENTER OF A GATE,
 LF1239'34 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT
 LF1239'EAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LF1239'HIGHLAND NO 2 1958.
 LF1239'
 LF1239'THE AZIMUTH MARK IS 32 FEET WEST OF THE CENTERLINE OF A
 LF1239'GRAVELED ROAD, 11 FEET NORTH OF A POWER POLE, 2 FEET SOUTH OF A
 LF1239'WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MONUMENT
 LF1239'IS FLUSH AND THE DISK IS STAMPED HIGHLAND 1958.
 LF1239'
 LF1239'NOTE- ALL LIGHTS WERE VISIBLE FROM 15 FEET ABOVE THE GROUND.
 LF1239'
 LF1239'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LF1239
 LF1239                          STATION RECOVERY (1975)
 LF1239
 LF1239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF1239'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LF1239
 LF1239                          STATION RECOVERY (1977)
 LF1239
 LF1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LF1239'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE PREVIOUS
 LF1239'DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE MARKS.  A NEW METAL
 LF1239'WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK AND A NEW
 LF1239'METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK THIS
 LF1239'DATE.
 LF1239'
 LF1239'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 LF1239'SOUTHWEST OF AFTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0858 ***********************************************************************
 ON0858  DESIGNATION -  HILL
 ON0858  PID         -  ON0858
 ON0858  STATE/COUNTY-  IA/WINNESHIEK
 ON0858  USGS QUAD   -  DORCHESTER (1971)
 ON0858
 ON0858                         *CURRENT SURVEY CONTROL
 ON0858  ___________________________________________________________________
 ON0858* NAD 83(1996)-  43 29 51.95973(N)    091 36 39.50059(W)     ADJUSTED  
 ON0858* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 ON0858  ___________________________________________________________________
 ON0858  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 ON0858  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 ON0858
 ON0858  HORZ ORDER  -  THIRD
 ON0858
 ON0858.The horizontal coordinates were established by classical geodetic methods
 ON0858.and adjusted by the National Geodetic Survey in May 1999..
 ON0858
 ON0858.The orthometric height was scaled from a topographic map.
 ON0858
 ON0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0858
 ON0858.The geoid height was determined by GEOID03.
 ON0858
 ON0858;                    North         East     Units Scale Factor Converg.
 ON0858;SPC IA N     - 1,223,624.891 1,652,778.899   MT  1.00005042   +1 16 49.0
 ON0858;SPC MN S     -   158,133.206   993,210.547   MT  1.00007409   +1 40 28.3
 ON0858;UTM  15      - 4,817,030.420   612,299.739   MT  0.99975513   +0 57 22.3
 ON0858
 ON0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0858!SPC IA N     -   0.99994501  x   1.00005042  =   0.99999543
 ON0858!SPC MN S     -   0.99994501  x   1.00007409  =   1.00001910
 ON0858!UTM  15      -   0.99994501  x   0.99975513  =   0.99970015
 ON0858
 ON0858|---------------------------------------------------------------------|
 ON0858| PID    Reference Object                     Distance      Geod. Az  |
 ON0858|                                                           dddmmss.s |
 ON0858| CI5703 HILL RM 1                            30.916 METERS 10509     |
 ON0858| CI5704 HILL RM 2                            11.141 METERS 17815     |
 ON0858| ON0951 SPRING GROVE WATER TANK             APPROX. 7.4 KM 3430111.2 |
 ON0858| ON0950 SPRING GROVE CHURCH SPIRE           APPROX. 7.3 KM 3445524.0 |
 ON0858| CI5702 HILL AZ MK                                         3592658.8 |
 ON0858|---------------------------------------------------------------------|
 ON0858
 ON0858                          SUPERSEDED SURVEY CONTROL
 ON0858
 ON0858  NAD 83(1996)-  43 29 51.95974(N)    091 36 39.50060(W) AD(       ) 3
 ON0858  NAD 83(1986)-  43 29 51.95313(N)    091 36 39.50157(W) AD(       ) 3
 ON0858  NAD 27      -  43 29 52.05910(N)    091 36 38.98450(W) AD(       ) 3
 ON0858
 ON0858.Superseded values are not recommended for survey control.
 ON0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0858.See file dsdata.txt to determine how the superseded data were derived.
 ON0858
 ON0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1230017030(NAD 83)
 ON0858_MARKER: DS = TRIANGULATION STATION DISK
 ON0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0858
 ON0858  HISTORY     - Date     Condition        Report By
 ON0858  HISTORY     - 1961     MONUMENTED       CGS
 ON0858
 ON0858                          STATION DESCRIPTION
 ON0858
 ON0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0858'THE STATION IS ABOUT 7-1/2 MILES WEST OF EITZEN, MINNESOTA, 4
 ON0858'MILES SOUTHEAST OF SPRING GROVE, MINNESOTA AND 0.2 MILE SOUTH
 ON0858'OF THE IOWA-MINNESOTA STATE LINE, IN THE NORTHEAST 1/4 OF
 ON0858'SECTION 12, T 100 N, R 7 W. AND ON THE ROAD RIGHT-OF-WAY.  IT IS
 ON0858'4 FEET NORTHWEST OF A WITNESS POST, 16 FEET NORTH OF THE
 ON0858'CENTERLINE OF A GRAVELED ROAD, 52 FEET WEST OF THE CENTERLINE
 ON0858'OF A GRAVELED ROAD AND 52.5 FEET NORTHWEST OF A T-ROAD
 ON0858'INTERSECTION.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HILL
 ON0858'1961.
 ON0858'
 ON0858'TO REACH FROM THE POST OFFICE IN SPRING GROVE, GO SOUTH
 ON0858'AND SOUTHEAST ON A PAVED STREET FOR 2.6 MILES TO A SIDE ROAD
 ON0858'LEFT.  CONTINUE SOUTHEAST AND SOUTH ON THE PAVED ROAD FOR 1.6
 ON0858'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON
 ON0858'THE PAVED ROAD FOR 0.5 MILE TO A CROSSROAD AT THE END OF THE
 ON0858'PAVEMENT AND THE IOWA-MINNESOTA STATE LINE.  CONTINUE SOUTH ON
 ON0858'A GRAVELED ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT AND THE
 ON0858'STATION ON THE RIGHT.
 ON0858'
 ON0858'REFERENCE MARK 1 IS 3 FEET SOUTHWEST OF A TELEPHONE POLE,
 ON0858'2 FEET NORTH OF A WITNESS POST AND 47 FEET EAST OF THE CENTERLINE
 ON0858'OF THE GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS
 ON0858'STAMPED HILL NO 1 1961.
 ON0858'
 ON0858'REFERENCE MARK 2 IS 51 FEET WEST OF THE CENTERLINE OF A
 ON0858'GRAVELED ROAD AND 22 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 ON0858'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HILL
 ON0858'NO 2 1961.
 ON0858'
 ON0858'THE AZIMUTH MARK IS 2 FEET EAST OF A WIRE FENCE, 3 FEET SOUTHEAST
 ON0858'OF A WITNESS POST, 27 FEET SOUTH OF THE CENTERLINE OF A
 ON0858'GRAVELED DRIVEWAY AND 37 FEET WEST OF THE CENTERLINE OF A
 ON0858'PAVED ROAD.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 ON0858'HILL 1961.
 ON0858'
 ON0858'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0673 ***********************************************************************
 NK0673  CBN         -  This is a Cooperative Base Network Control Station.
 NK0673  DESIGNATION -  HILL ET
 NK0673  PID         -  NK0673
 NK0673  STATE/COUNTY-  IA/FRANKLIN
 NK0673  USGS QUAD   -  DOUGHERTY (1972)
 NK0673
 NK0673                         *CURRENT SURVEY CONTROL
 NK0673  ___________________________________________________________________
 NK0673* NAD 83(1996)-  42 52 37.33170(N)    093 07 26.08381(W)     ADJUSTED  
 NK0673* NAVD 88     -       338.6    (meters)    1111.     (feet)  GPS OBS   
 NK0673  ___________________________________________________________________
 NK0673  X           -    -255,120.086 (meters)                     COMP
 NK0673  Y           -  -4,674,528.667 (meters)                     COMP
 NK0673  Z           -   4,317,711.622 (meters)                     COMP
 NK0673  LAPLACE CORR-         -20.61  (seconds)                    DEFLEC99
 NK0673  ELLIP HEIGHT-         309.05  (meters)          (06/15/04) GPS OBS
 NK0673  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 NK0673
 NK0673  HORZ ORDER  -  B
 NK0673  ELLP ORDER  -  FOURTH    CLASS I
 NK0673
 NK0673.The horizontal coordinates were established by GPS observations
 NK0673.and adjusted by the National Geodetic Survey in August 1997..
 NK0673
 NK0673.The orthometric height was determined by GPS observations and a
 NK0673.high-resolution geoid model.
 NK0673
 NK0673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0673
 NK0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0673
 NK0673.The ellipsoidal height was determined by GPS observations
 NK0673.and is referenced to NAD 83.
 NK0673
 NK0673.The geoid height was determined by GEOID03.
 NK0673
 NK0673;                    North         East     Units Scale Factor Converg.
 NK0673;SPC IA N     - 1,153,025.969 1,530,726.071   MT  0.99995203   +0 15 17.6
 NK0673;UTM  15      - 4,747,167.511   489,880.006   MT  0.99960126   -0 05 03.5
 NK0673
 NK0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0673!SPC IA N     -   0.99995154  x   0.99995203  =   0.99990357
 NK0673!UTM  15      -   0.99995154  x   0.99960126  =   0.99955281
 NK0673
 NK0673|---------------------------------------------------------------------|
 NK0673| PID    Reference Object                     Distance      Geod. Az  |
 NK0673|                                                           dddmmss.s |
 NK0673| CI5705 HILL RM 1                            16.095 METERS 09059     |
 NK0673| CI5706 HILL RM 2                            19.970 METERS 18000     |
 NK0673| CI7147 SHEFFIELD BRK AND TILE STK                         2733839.3 |
 NK0673|---------------------------------------------------------------------|
 NK0673
 NK0673                          SUPERSEDED SURVEY CONTROL
 NK0673
 NK0673  ELLIP H (08/25/97)  309.09   (m)                       GP(       ) 4 1
 NK0673  NAD 83(1986)-  42 52 37.32847(N)    093 07 26.07798(W) AD(       ) 2
 NK0673  NAD 27      -  42 52 37.43972(N)    093 07 25.35968(W) AD(       ) 2
 NK0673  NGVD 29 (07/19/86)  338.3    (m)         1110.     (f) VERT ANG       
 NK0673
 NK0673.Superseded values are not recommended for survey control.
 NK0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0673.See file dsdata.txt to determine how the superseded data were derived.
 NK0673
 NK0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8988047168(NAD 83)
 NK0673_MARKER: DD = SURVEY DISK
 NK0673_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 NK0673_STAMPING: ET HILL 1969
 NK0673_MARK LOGO: USGS  
 NK0673_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0673+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1996
 NK0673
 NK0673  HISTORY     - Date     Condition        Report By
 NK0673  HISTORY     - 1969     MONUMENTED       USGS
 NK0673  HISTORY     - 19960916 GOOD             IADT
 NK0673
 NK0673                          STATION DESCRIPTION
 NK0673
 NK0673'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JEK)
 NK0673'THE STATION IS ABOUT 6.6 MI WNW. OF AREDALE, NEAR THE COR. OF
 NK0673'SECS. 7, 8, 17 AND 18, T. 93 N., R. 19 W., ON TOP OF THE MOST
 NK0673'PROMINENT HILL IN THE VICINITY.
 NK0673'
 NK0673'TO REACH FROM THE CROSSROADS AT THE COR. OF SECS. 29, 30, 31
 NK0673'AND 32, IN AREDALE, GO W. FOR 4.5 MI ON PAVED RD. TO A CROSSROAD,
 NK0673'TURN RIGHT AND GO N. ON PAVED RD. FOR 3.0 MI TO A CURVE W., FOLLOW
 NK0673'CURVE AND GO W. FOR ABOUT 0.5 MI TO A CURVE N., CONTINUE W. FOR
 NK0673'ABOUT 1.0 MI TO A CROSSROADS, ON TOP OF A PROMINENT HILL AND THE
 NK0673'STATION ON THE RIGHT.
 NK0673'
 NK0673'THE STATION MARK, STAMPED ET HILL 1969 IS 34 FT N. AND 59 FT
 NK0673'E. CENTER CROSSROADS, 1.5 FT S. AND 23.5 FT E. OF A RIGHT-OF-WAY
 NK0673'FENCE COR., N. AND E.  1.0 FT S. OF A USGS WITNESS POST.  THE
 NK0673'MARK IS FLUSH WITH THE GROUND.
 NK0673'
 NK0673'REFERENCE MARK NO. 1, STAMPED HILL NO 1 1969 IS E. OF THE STATION,
 NK0673'33 FT N. AND 112 FT E. OF CENTER CROSSROADS, 1.5 FT S. AND 76
 NK0673'FT E. OF RIGHT-OF-WAY FENCE COR. N. AND E.  THE MARK IS FLUSH WITH
 NK0673'THE GROUND.
 NK0673'
 NK0673'REFERENCE MARK NO. 2, STAMPED HILL NO 2 1969 IS S. OF THE STATION,
 NK0673'32 FT S. AND 59 FT E. CENTER CROSSROADS, 1.5 FT N. AND 25.5 FT
 NK0673'E. OF A RIGHT-OF-WAY FENCE COR. S. AND E.  THE MARK IS FLUSH WITH
 NK0673'THE GROUND.
 NK0673'
 NK0673'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE
 NK0673'STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED RODS CENTERED
 NK0673'IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL TO WITHIN
 NK0673'1 IN. OF CAP.
 NK0673'
 NK0673'NO AZIMUTH MARK WAS SET.
 NK0673'
 NK0673'REFERENCE AZIMUTH USED - SHEFFIELD BRICK AND TILE CO. STACK
 NK0673'
 NK0673'SHEFFIELD BRICK AND TILE CO. STACK - BUILT OF BRICK IN 1900S
 NK0673'(APPROX.) IN THE NE 1/4 OF THE SW 1/4 OF SEC. 9, T. 93 N., R. 20
 NK0673'W., 0.3 MI S. AND 0.3 MI E. OF THE COR. OF SECS. 8, 9, 16 AND 17.
 NK0673'
 NK0673'STANDARD BRACED TRIPOD USED.
 NK0673
 NK0673                          STATION RECOVERY (1996)
 NK0673
 NK0673'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 NK0673'RECOVERED IN 1996 BY IOWA DOT.  LOCATED IN THE SOUTHWEST 1/4 OF
 NK0673'SECTION 8, T 93 N, R 19 W, ON THE TOP OF A PROMINENT HILL.  TO REACH
 NK0673'THE STATION FROM THE INTERSECTION OF U.S.  HWY 65 AND COUNTY ROAD C 13
 NK0673'(EAST) AT THE NORTH EDGE OF SHEFFIELD, GO EAST ON C 13 (255TH ST.) FOR
 NK0673'4 MI (6.4 KM) TO A CROSSROAD (COUNTY S 56, NORTH, PAVED, AND THRUSH
 NK0673'AVE., SOUTH, GRAVEL).  TURN RIGHT AND GO SOUTH ON THRUSH AVENUE FOR
 NK0673'1.5 MI (2.4 KM) TO A CROSSROAD AND THE STATION ON THE LEFT, AT THE
 NK0673'INTERSECTION OF 240TH STREET AND THRUSH AVENUE.  THE MONUMENT IS 34 FT
 NK0673'(10.4 M) NORTH OF THE CENTERLINE OF 240TH ST.  AND 59 FT (18.0 M) EAST
 NK0673'OF THE CENTERLINE OF THRUSH AVENUE, 0.2 M (0.7 FT) SOUTH OF A WHITE
 NK0673'WITNESS POST, 0.5 M (1.6 FT) SOUTH OF A PINK STATE HARN SURVEY SIGN,
 NK0673'AND 7.7 M (25.3 FT) EAST OF THE STREET SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0887 ***********************************************************************
 MG0887  DESIGNATION -  HILLS
 MG0887  PID         -  MG0887
 MG0887  STATE/COUNTY-  IA/JOHNSON
 MG0887  USGS QUAD   -  HILLS (1983)
 MG0887
 MG0887                         *CURRENT SURVEY CONTROL
 MG0887  ___________________________________________________________________
 MG0887* NAD 83(1996)-  41 32 36.36391(N)    091 34 16.89298(W)     ADJUSTED  
 MG0887* NAVD 88     -       227.7    (meters)     747.     (feet)  VERTCON   
 MG0887  ___________________________________________________________________
 MG0887  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 MG0887  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 MG0887
 MG0887  HORZ ORDER  -  SECOND
 MG0887
 MG0887.The horizontal coordinates were established by classical geodetic methods
 MG0887.and adjusted by the National Geodetic Survey in May 1999..
 MG0887
 MG0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0887
 MG0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0887
 MG0887.The geoid height was determined by GEOID03.
 MG0887
 MG0887;                    North         East     Units Scale Factor Converg.
 MG0887;SPC IA S     -   173,182.640   660,907.854   MT  0.99996621   +1 16 13.4
 MG0887;UTM  15      - 4,600,071.633   619,160.128   MT  0.99977474   +0 56 51.2
 MG0887
 MG0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0887!SPC IA S     -   0.99996942  x   0.99996621  =   0.99993563
 MG0887!UTM  15      -   0.99996942  x   0.99977474  =   0.99974416
 MG0887
 MG0887:                Primary Azimuth Mark                     Grid Az
 MG0887:SPC IA S     -  LIBERTY W BASE AZ MK                     096 03 17.3
 MG0887:UTM  15      -  LIBERTY W BASE AZ MK                     096 22 39.5
 MG0887
 MG0887|---------------------------------------------------------------------|
 MG0887| PID    Reference Object                     Distance      Geod. Az  |
 MG0887|                                                           dddmmss.s |
 MG0887| MG0786 LIBERTY W BASE AZ MK                APPROX.10.6 KM 0971930.7 |
 MG0887| MG0886 HILLS AZ MK                         APPROX. 4.3 KM 1681842.0 |
 MG0887| MG0822 RIVERSIDE MUN WATER TANK            APPROX. 6.6 KM 1860132.7 |
 MG0887| CL9547 HILLS RM 2                           31.026 METERS 27023     |
 MG0887| MG0889 SHAN AZ MK                          APPROX. 3.1 KM 2931146.9 |
 MG0887| CL9546 HILLS RM 1                           18.959 METERS 35348     |
 MG0887|---------------------------------------------------------------------|
 MG0887
 MG0887                          SUPERSEDED SURVEY CONTROL
 MG0887
 MG0887  NAD 83(1986)-  41 32 36.36423(N)    091 34 16.90060(W) AD(       ) 2
 MG0887  NAD 27      -  41 32 36.29709(N)    091 34 16.30291(W) AD(       ) 2
 MG0887  NGVD 29 (07/19/86)  227.7    (m)          747.     (f) VERT ANG       
 MG0887
 MG0887.Superseded values are not recommended for survey control.
 MG0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0887.See file dsdata.txt to determine how the superseded data were derived.
 MG0887
 MG0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1916000072(NAD 83)
 MG0887_MARKER: DD = SURVEY DISK
 MG0887_SETTING: 0 = UNSPECIFIED SETTING
 MG0887
 MG0887  HISTORY     - Date     Condition        Report By
 MG0887  HISTORY     - 1968     MONUMENTED       USGS
 MG0887  HISTORY     - 20051009 GOOD             GEOCAC
 MG0887
 MG0887                          STATION DESCRIPTION
 MG0887
 MG0887'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0887'THE STATION IS LOCATED ABOUT 2.0 MI W. AND 0.75 MI S. OF HILLS,
 MG0887'NEAR THE CENTER OF THE S. HALF OF SEC. 20, T. 78 N., R. 6 W., IN
 MG0887'THE RIGHT-OF-WAY OF AN E.-W. GRAVEL RD., 0.1 MI W. OF A FARMHOUSE
 MG0887'AND A RIGHT ANGLE CURVE IN RD.
 MG0887'
 MG0887'TO REACH THE STATION FROM THE POST OFFICE IN HILLS, DRIVE N. FOR
 MG0887'1/2 BLOCK TO JCT. WITH CO. HWY. G, TURN LEFT AND DRIVE W. FOR
 MG0887'0.4 MI TO JCT WITH U.S. HWY. 218, TURN RIGHT ON U.S. 218 AND
 MG0887'DRIVE N. FOR ABOUT 100 FT THEN TURN LEFT ONTO A GRAVEL RD. AND
 MG0887'DRIVE W.-SW. FOR 1.1 MI TO A GRAVELED CROSSROADS NEAR THE TOP
 MG0887'OF A RIDGE, TURN RIGHT AND DRIVE W. ON A GRAVEL RD. FOR 0.8 MI
 MG0887'TO THE STATION ON THE LEFT.
 MG0887'
 MG0887'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED HILLS
 MG0887'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 MG0887'WITH THE GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MG0887'
 MG0887'STATION MARK IS 32 FT S. OF CENTER OF E.-W. GRAVEL RD., 26 FT
 MG0887'W. OF CENTER OF GRAVEL APPROACH TO FIELD S. AND 1 FT N. OF
 MG0887'RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0887'
 MG0887'REFERENCE MARK NO. 1 IS 62.20 FT (18.959 M.) N. OF STATION, 30
 MG0887'FT N. OF CENTER OF E.-W. RD., 68 FT W. OF A TELEPHONE POLE AND
 MG0887'0.5 FT S. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0887'
 MG0887'REFERENCE MARK NO. 2 IS 101.79 FT (31.026 M.) W. OF STATION, 31
 MG0887'FT S. OF CENTER OF RD., 6 FT SE. OF A POWER LINE POLE, 0.5 FT
 MG0887'N. OF RIGHT-OF-WAY FENCE AND 1 FT W. OF A METAL WITNESS POST.
 MG0887'
 MG0887'STANDARD BRACED TRIPOD USED.
 MG0887
 MG0887                          STATION RECOVERY (2005)
 MG0887
 MG0887'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0887'FOUND 1 FT NORTH OF METAL WITNESS POST AND ORANGE POST. FENCE GONE.
 MG0887'DRIVE SW TO NEWER HOUSE AT ADDRESS 3689 540 STREET PROBABLY BEGINS AT
 MG0887'ORIGINAL FIELD DRIVE.
 MG0887' 
 MG0887'RM1 GOOD CONDITION ADJACENT TO SOUTH SIDE OF WITNESS POST AT FENCE, NO
 MG0887'POLE. RM2 FOUND GOOD CONDITION 20 INCHES ENE OF WITNESS POST, NO
 MG0887'FENCE, 50 FT WEST OF NEWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0886 ***********************************************************************
 MG0886  DESIGNATION -  HILLS AZ MK
 MG0886  PID         -  MG0886
 MG0886  STATE/COUNTY-  IA/WASHINGTON
 MG0886  USGS QUAD   -  HILLS (1983)
 MG0886
 MG0886                         *CURRENT SURVEY CONTROL
 MG0886  ___________________________________________________________________
 MG0886* NAD 83(1996)-  41 30 20.06554(N)    091 33 39.38327(W)     ADJUSTED  
 MG0886* NAVD 88     -       230.0    (meters)     755.     (feet)  VERTCON   
 MG0886  ___________________________________________________________________
 MG0886  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 MG0886  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 MG0886
 MG0886  HORZ ORDER  -  SECOND
 MG0886
 MG0886.The horizontal coordinates were established by classical geodetic methods
 MG0886.and adjusted by the National Geodetic Survey in May 1999..
 MG0886
 MG0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0886
 MG0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0886
 MG0886.The geoid height was determined by GEOID03.
 MG0886
 MG0886;                    North         East     Units Scale Factor Converg.
 MG0886;SPC IA S     -   168,998.203   661,870.733   MT  0.99996248   +1 16 38.1
 MG0886;UTM  15      - 4,595,882.620   620,099.214   MT  0.99977750   +0 57 13.6
 MG0886
 MG0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0886!SPC IA S     -   0.99996906  x   0.99996248  =   0.99993154
 MG0886!UTM  15      -   0.99996906  x   0.99977750  =   0.99974657
 MG0886
 MG0886:                Primary Azimuth Mark                     Grid Az
 MG0886:SPC IA S     -  RIVERSIDE MUN WATER TANK                 211 55 41.6
 MG0886:UTM  15      -  RIVERSIDE MUN WATER TANK                 212 15 06.1
 MG0886
 MG0886|---------------------------------------------------------------------|
 MG0886| PID    Reference Object                     Distance      Geod. Az  |
 MG0886|                                                           dddmmss.s |
 MG0886| MG0822 RIVERSIDE MUN WATER TANK            APPROX. 2.9 KM 2131219.7 |
 MG0886| MG0887 HILLS                               APPROX. 4.3 KM 3481906.8 |
 MG0886|---------------------------------------------------------------------|
 MG0886
 MG0886                          SUPERSEDED SURVEY CONTROL
 MG0886
 MG0886  NAD 83(1986)-  41 30 20.06558(N)    091 33 39.39091(W) AD(       ) 2
 MG0886  NAD 27      -  41 30 19.99678(N)    091 33 38.79760(W) AD(       ) 2
 MG0886  NGVD 29 (07/19/86)  230.0    (m)          755.     (f) VERT ANG       
 MG0886
 MG0886.Superseded values are not recommended for survey control.
 MG0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0886.See file dsdata.txt to determine how the superseded data were derived.
 MG0886
 MG0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2009995883(NAD 83)
 MG0886_MARKER: DZ = AZIMUTH MARK DISK
 MG0886_SETTING: 0 = UNSPECIFIED SETTING
 MG0886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0886
 MG0886  HISTORY     - Date     Condition        Report By
 MG0886  HISTORY     - 1968     MONUMENTED       USGS
 MG0886  HISTORY     - 20051009 GOOD             GEOCAC
 MG0886
 MG0886                          STATION DESCRIPTION
 MG0886
 MG0886'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0886'STATION IS LOCATED 1.0 MI E. AND 1.75 MI N. OF RIVERSIDE, NEAR
 MG0886'THE N. SIXTEENTH COR. BETWEEN SECS. 4 AND 5, T. 77 N., R. 6 W.,
 MG0886'IN THE RIGHT-OF-WAY OF A N.-S. GRAVEL RD.
 MG0886'
 MG0886'TO REACH THE STATION FROM THE POST OFFICE IN RIVERSIDE, DRIVE
 MG0886'1/2 BLOCK S. TO JCT. WITH STATE HWY. 22, TURN LEFT AND DRIVE E. ON
 MG0886'HWY. 22 FOR 1.2 MI TO JCT. OF A GRAVEL RD. LEADING N., TURN LEFT
 MG0886'AND DRIVE N. ON GRAVEL RD. FOR 1.5 MI TO A GRAVEL T-RD. JCT., TURN
 MG0886'RIGHT AND DRIVE N. FOR 0.05 MI TO STATION ON THE LEFT.
 MG0886'
 MG0886'STATION MARK IS A STANDARD AZIMUTH MARK TABLET STAMPED HILLS
 MG0886'1968 CRIMPED ON A 10 FT LENGTH OF COPPER COATED ROD, DRIVEN FLUSH
 MG0886'WITH THE GROUND AND SET IN A 6 IN. TILE FILLED WITH GRAVEL, 307
 MG0886'FT S. OF A T-RD. W., 300 FT N. OF A T-RD. N., 33 FT W. OF CENTER
 MG0886'OF N.-S. RD., 90 FT N.-NW. OF CENTER OF N.-S. RD. AT A FENCE
 MG0886'W. AND 0.5 FT E. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0886'
 MG0886'STANDARD BRACED TRIPOD USED.
 MG0886
 MG0886                          STATION RECOVERY (2005)
 MG0886
 MG0886'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0886'AT NEWER RESIDENCE 1055 OBSERVATORY RD, SOUTH OF DRIVEWAY. ROW FENCE
 MG0886'AND WITNESS POST ARE GONE. STATION IS ABOUT 14.5 FEET SOUTH OF MAILBOX
 MG0886'POST, 14.0 FEET SW OF END OF DRIVEWAY CULVERT, AND 3.5 FT ENE OF SOUTH
 MG0886'POST OF DECORATIVE RAIL FENCE.  HOME OWNER SENSITIVE ABOUT ACTIVITY
 MG0886'THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0885 ***********************************************************************
 MG0885  DESIGNATION -  HILLS GAS ELEC CO MWV KHN 63
 MG0885  PID         -  MG0885
 MG0885  STATE/COUNTY-  IA/JOHNSON
 MG0885  USGS QUAD   -  HILLS (1983)
 MG0885
 MG0885                         *CURRENT SURVEY CONTROL
 MG0885  ___________________________________________________________________
 MG0885* NAD 83(1996)-  41 34 22.54215(N)    091 32 18.67336(W)     ADJUSTED  
 MG0885* NAVD 88     -                                                        
 MG0885  ___________________________________________________________________
 MG0885  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 MG0885  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 MG0885
 MG0885  HORZ ORDER  -  THIRD
 MG0885
 MG0885.The horizontal coordinates were established by classical geodetic methods
 MG0885.and adjusted by the National Geodetic Survey in May 1999..
 MG0885
 MG0885
 MG0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0885
 MG0885.The geoid height was determined by GEOID03.
 MG0885
 MG0885;                    North         East     Units Scale Factor Converg.
 MG0885;SPC IA S     -   176,518.704   663,573.296   MT  0.99996941   +1 17 31.3
 MG0885;UTM  15      - 4,603,392.014   621,843.797   MT  0.99978270   +0 58 11.7
 MG0885
 MG0885                          SUPERSEDED SURVEY CONTROL
 MG0885
 MG0885  NAD 83(1986)-  41 34 22.54254(N)    091 32 18.68242(W) AD(       ) 4
 MG0885  NAD 27      -  41 34 22.47202(N)    091 32 18.09035(W) AD(       ) 3
 MG0885
 MG0885.Superseded values are not recommended for survey control.
 MG0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0885.See file dsdata.txt to determine how the superseded data were derived.
 MG0885
 MG0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG2184403392(NAD 83)
 MG0885
 MG0885  HISTORY     - Date     Condition        Report By
 MG0885  HISTORY     - 1969     MONUMENTED       CGS
 MG0885
 MG0885                          STATION DESCRIPTION
 MG0885
 MG0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0885'THE STATION IS THE RED LIGHT ATOP THE HILLS, IOWA-ILLINOIS
 MG0885'GAS AND ELECTRIC COMPANY, MICROWAVE MAST THAT IS LOCATED ABOUT
 MG0885'7 MILES SOUTH OF IOWA CITY, 1 MILE NORTH OF HILLS AND ON THE
 MG0885'EAST SIDE OF U.S. HIGHWAY 218.  THE MAST IS TRIANGULAR IN CROSS
 MG0885'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE WITH A FAN
 MG0885'SHAPED ANTENNA LOCATED ON THE EAST SIDE NEAR THE TOP.  IT IS
 MG0885'220 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2137 ***********************************************************************
 AE2137  CBN         -  This is a Cooperative Base Network Control Station.
 AE2137  PACS        -  This is a Primary Airport Control Station.
 AE2137  DESIGNATION -  HNR A
 AE2137  PID         -  AE2137
 AE2137  STATE/COUNTY-  IA/SHELBY
 AE2137  USGS QUAD   -  CORLEY (1978)
 AE2137
 AE2137                         *CURRENT SURVEY CONTROL
 AE2137  ___________________________________________________________________
 AE2137* NAD 83(1996)-  41 35 04.93848(N)    095 20 30.15703(W)     ADJUSTED  
 AE2137* NAVD 88     -       368.07   (meters)    1207.6    (feet)  GPS OBS   
 AE2137  ___________________________________________________________________
 AE2137  X           -    -444,809.329 (meters)                     COMP
 AE2137  Y           -  -4,757,243.132 (meters)                     COMP
 AE2137  Z           -   4,211,438.946 (meters)                     COMP
 AE2137  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 AE2137  ELLIP HEIGHT-         339.49  (meters)          (06/15/04) GPS OBS
 AE2137  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 AE2137
 AE2137  HORZ ORDER  -  B
 AE2137  ELLP ORDER  -  FOURTH    CLASS I
 AE2137
 AE2137.This mark is at Harlan Municipal Airport (HNR)
 AE2137
 AE2137.The horizontal coordinates were established by GPS observations
 AE2137.and adjusted by the National Geodetic Survey in August 1997..
 AE2137
 AE2137.The orthometric height was determined by GPS observations and a
 AE2137.high-resolution geoid model.
 AE2137
 AE2137.GPS derived orthometric heights for airport stations designated as
 AE2137.PACS or SACS are published to 2 decimal places.  This maintains
 AE2137.centimeter relative accuracy between the PACS and SACS.  It does
 AE2137.not indicate centimeter accuracy relative to other marks which are
 AE2137.part of the NAVD 88 network.
 AE2137
 AE2137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2137
 AE2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2137
 AE2137.The ellipsoidal height was determined by GPS observations
 AE2137.and is referenced to NAD 83.
 AE2137
 AE2137.The geoid height was determined by GEOID03.
 AE2137
 AE2137;                    North         East     Units Scale Factor Converg.
 AE2137;SPC IA S     -   177,608.005   346,440.755   MT  0.99997077   -1 12 47.3
 AE2137;UTM  15      - 4,606,316.517   304,802.695   MT  1.00006891   -1 33 17.1
 AE2137
 AE2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2137!SPC IA S     -   0.99994675  x   0.99997077  =   0.99991753
 AE2137!UTM  15      -   0.99994675  x   1.00006891  =   1.00001566
 AE2137
 AE2137                          SUPERSEDED SURVEY CONTROL
 AE2137
 AE2137  ELLIP H (08/25/97)  339.53   (m)                       GP(       ) 4 1
 AE2137
 AE2137.Superseded values are not recommended for survey control.
 AE2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2137.See file dsdata.txt to determine how the superseded data were derived.
 AE2137
 AE2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0480306317(NAD 83)
 AE2137_MARKER: I = METAL ROD
 AE2137_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2137_STAMPING: HNR A 1996
 AE2137_MARK LOGO: NGS   
 AE2137_PROJECTION: FLUSH
 AE2137_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2137+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 AE2137_ROD/PIPE-DEPTH: 16.0 meters
 AE2137_SLEEVE-DEPTH  : 0.9 meters
 AE2137
 AE2137  HISTORY     - Date     Condition        Report By
 AE2137  HISTORY     - 1996     MONUMENTED       NGS
 AE2137  HISTORY     - 19990112 GOOD             MERRIC
 AE2137
 AE2137                          STATION DESCRIPTION
 AE2137
 AE2137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 AE2137'THE STATION IS LOCATED ABOUT 7.25 KM (4.50 MI) SOUTH OF HARLAN, IA.,
 AE2137'AT THE HARLAN MUNICIPAL AIRPORT/RUSHENBERG FIELD.  IN THE GRASS, ON A
 AE2137'SMALL RISE ALONG THE EAST SIDE OF THE WEST PERIMETER FENCE, BETWEEN 2
 AE2137'FENCE POSTS PAINTED YELLOW.  OWNERSHIP--CITY OF HARLAN, HARLAN, IA.
 AE2137'51537.  AIRPORT MANAGER OLIN PASH, PHONE 712-744-3366.  NOTE--THIS
 AE2137'STATION IS THE (PACS AND CBN STATION) .  TO REACH THE STATION FROM THE
 AE2137'JUNCTION OF U.S.  HIGHWAY 59 AND STATE HIGHWAY 44, ON THE WEST SIDE OF
 AE2137'HARLAN, GO SOUTH, 7.25 KM (4.50 MI) ALONG HIGHWAY 59 TO THE AIRPORT
 AE2137'ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTH, 0.08 KM (0.05 MI) ALONG THE
 AE2137'ENTRANCE ROAD TO A ROAD BETWEEN THE HANGARS JUST PAST THE BEACON
 AE2137'TOWER.  TURN LEFT, WEST, 0.3 KM (0.20 MI) BETWEEN THE HANGARS, THEN
 AE2137'SOUTHWESTERLY ACROSS APRON AND ALONG THE TAXI/RAMP TO THE RUNWAY.
 AE2137'TURN RIGHT, NORTH-NORTHWEST, 0.3 KM (0.20 MI) CROSSING THE RUNWAY TO A
 AE2137'NORTHEAST-SOUTHWEST TURF RUNWAY.  TURN LEFT, SOUTHWEST, 0.24 KM (0.15
 AE2137'MI) ALONG THE TURF RUNWAY TO ITS END AT THE WEST PERIMETER FENCE.
 AE2137'TURN RIGHT, NORTH, 0.88 KM (0.55 MI) ALONG THE EAST SIDE OF THE FENCE
 AE2137'TO THE STATION ON THE LEFT JUST EAST OF THE FENCE. STATION IS 110.0 M
 AE2137'(360.9 FT) SOUTH OF THE NORTHEAST CORNER OF THE FENCE, 2.6 M (8.5 FT)
 AE2137'NORTH OF A YELLOW FENCE POST, 2.3 M (7.5 FT) SOUTH OF A YELLOW FENCE
 AE2137'POST, 0.4 M (1.3 FT) EAST OF THE FENCE AND WITNESS POST, AND THE
 AE2137'STATION IS LEVEL WITH THE FENCE ROW AND FLUSH WITH THE GROUND SURFACE.
 AE2137'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  BY R.G.
 AE2137'HAYES
 AE2137
 AE2137                          STATION RECOVERY (1999)
 AE2137
 AE2137'RECOVERY NOTE BY MERRICK AND COMPANY 1999 (KTK)
 AE2137'RECOVERSD AS DESCRIBED
 AE2137'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0595 ***********************************************************************
 NK0595  DESIGNATION -  HOLLAND
 NK0595  PID         -  NK0595
 NK0595  STATE/COUNTY-  IA/GRUNDY
 NK0595  USGS QUAD   -  DIKE (1971)
 NK0595
 NK0595                         *CURRENT SURVEY CONTROL
 NK0595  ___________________________________________________________________
 NK0595* NAD 83(1996)-  42 24 43.38148(N)    092 44 55.78920(W)     ADJUSTED  
 NK0595* NAVD 88     -       327.0    (meters)    1073.     (feet)  VERTCON   
 NK0595  ___________________________________________________________________
 NK0595  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 NK0595  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 NK0595
 NK0595  HORZ ORDER  -  SECOND
 NK0595
 NK0595.The horizontal coordinates were established by classical geodetic methods
 NK0595.and adjusted by the National Geodetic Survey in May 1999..
 NK0595
 NK0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0595
 NK0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0595
 NK0595.The geoid height was determined by GEOID03.
 NK0595
 NK0595;                    North         East     Units Scale Factor Converg.
 NK0595;SPC IA N     - 1,101,581.621 1,561,828.284   MT  0.99995527   +0 30 32.8
 NK0595;UTM  15      - 4,695,557.910   520,666.544   MT  0.99960525   +0 10 09.9
 NK0595
 NK0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0595!SPC IA N     -   0.99995371  x   0.99995527  =   0.99990899
 NK0595!UTM  15      -   0.99995371  x   0.99960525  =   0.99955898
 NK0595
 NK0595|---------------------------------------------------------------------|
 NK0595| PID    Reference Object                     Distance      Geod. Az  |
 NK0595|                                                           dddmmss.s |
 NK0595| CI5707 HOLLAND RM 1                         11.075 METERS 00032     |
 NK0595| CI5708 HOLLAND RM 2                         10.325 METERS 17904     |
 NK0595| NK0619 GRUNDY CO RURAL ELEC TOWER          APPROX. 5.8 KM 1912137.3 |
 NK0595|---------------------------------------------------------------------|
 NK0595
 NK0595                          SUPERSEDED SURVEY CONTROL
 NK0595
 NK0595  NAD 83(1996)-  42 24 43.38187(N)    092 44 55.78549(W) AD(       ) 2
 NK0595  NAD 83(1986)-  42 24 43.38073(N)    092 44 55.78044(W) AD(       ) 2
 NK0595  NAD 27      -  42 24 43.44490(N)    092 44 55.06088(W) AD(       ) 2
 NK0595  NGVD 29 (07/19/86)  327.0    (m)         1073.     (f) VERT ANG       
 NK0595
 NK0595.Superseded values are not recommended for survey control.
 NK0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0595.See file dsdata.txt to determine how the superseded data were derived.
 NK0595
 NK0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2066795558(NAD 83)
 NK0595_MARKER: DD = SURVEY DISK
 NK0595_SETTING: 0 = UNSPECIFIED SETTING
 NK0595
 NK0595  HISTORY     - Date     Condition        Report By
 NK0595  HISTORY     - 1970     MONUMENTED       USGS
 NK0595
 NK0595                          STATION DESCRIPTION
 NK0595
 NK0595'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0595'THE STATION IS ABOUT 3.5 MI NNE. OF GRUNDY CENTER, IOWA, T. 88
 NK0595'N., R. 16 W., ABOUT 230 FT S. OF THE COR. OF SECS. 19, 20, 29
 NK0595'AND 30.  NEAR THE TOP OF SMALL KNOLL.
 NK0595'
 NK0595'TO REACH THE STATION FROM THE JCT. OF STATE HWY. 57,
 NK0595'ST. HWY. 14 AND ST. HWY. 58 IN GRUNDY CENTER GO N. ON
 NK0595'ST. HWY. 57 AND ST. HWY. 14 FOR 2.0 MI TO T-RD. E., TURN RIGHT
 NK0595'AND GO E. FOR 1.0 MI TO T-RD. N., TURN LEFT AND GO N. FOR 1.5
 NK0595'MI AND STATION ON RIGHT (E.) NEAR THE TOP OF KNOLL.
 NK0595'
 NK0595'STATION MARK, STAMPED ET HOLLAND 1970 IS 232 FT S. AND 30 FT
 NK0595'E. OF CENTER RD. AT FENCE E., 2 FT W. OF E. RIGHT-OF-WAY FENCE,
 NK0595'2 FT W. OF USGS WITNESS POST.
 NK0595'
 NK0595'REFERENCE MARK 1, STAMPED HOLLAND NO 1 1970 IS 196 FT S. AND
 NK0595'30 FT E. OF CENTER RD. AT FENCE E., 2 FT W. OF
 NK0595'E. RIGHT-OF-WAY FENCE.
 NK0595'
 NK0595'REFERENCE MARK 2, STAMPED HOLLAND NO 2 1970 IS 266 FT S. AND
 NK0595'30 FT E. OF CENTER RD. AT FENCE E., 2 FT W. OF
 NK0595'E. RIGHT-OF-WAY FENCE.
 NK0595'
 NK0595'ALL MARKS, STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0595'RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 NK0595'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE
 NK0595'GROUND.
 NK0595'
 NK0595'NO AZIMUTH MARK WAS SET.
 NK0595'
 NK0595'REFERENCE AZIMUTH USED - GRUNDY COUNTY RURAL ELECTRIC
 NK0595'COOPERATIVE TOWER STATION IS THE RED LIGHT ON TOP OF THE
 NK0595'R.E.C. TOWER LOCATED ABOUT 185 FT S. AND ABOUT 210 FT E. OF THE
 NK0595'INTERSECTION OF G. AVENUE AND 1ST STREET IN THE E. EDGE OF
 NK0595'GRUNDY CENTER.  THE TOWER IS PAINTED ALTERNATING RED AND
 NK0595'WHITE.  IT IS APPROX. 16 FT SQUARE AT BASE AND ENDS AT A NEAR
 NK0595'POINT, T. 87 N., R. 16 W., NEAR THE CENTER OF THE W. HALF OF
 NK0595'SEC. 7.
 NK0595'
 NK0595'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0640 ***********************************************************************
 NL0640  DESIGNATION -  HOLSTEIN
 NL0640  PID         -  NL0640
 NL0640  STATE/COUNTY-  IA/IDA
 NL0640  USGS QUAD   -  HOLSTEIN (1967)
 NL0640
 NL0640                         *CURRENT SURVEY CONTROL
 NL0640  ___________________________________________________________________
 NL0640* NAD 83(1996)-  42 28 28.87272(N)    095 35 43.65288(W)     ADJUSTED  
 NL0640* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 NL0640  ___________________________________________________________________
 NL0640  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 NL0640  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 NL0640
 NL0640  HORZ ORDER  -  THIRD
 NL0640
 NL0640.The horizontal coordinates were established by classical geodetic methods
 NL0640.and adjusted by the National Geodetic Survey in May 1999..
 NL0640
 NL0640.The orthometric height was scaled from a topographic map.
 NL0640
 NL0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0640
 NL0640.The geoid height was determined by GEOID03.
 NL0640
 NL0640;                    North         East     Units Scale Factor Converg.
 NL0640;SPC IA N     - 1,110,399.737 1,327,711.956   MT  0.99995101   -1 25 12.7
 NL0640;UTM  15      - 4,705,746.629   286,648.616   MT  1.00016008   -1 45 11.8
 NL0640
 NL0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0640!SPC IA N     -   0.99993408  x   0.99995101  =   0.99988509
 NL0640!UTM  15      -   0.99993408  x   1.00016008  =   1.00009415
 NL0640
 NL0640:                Primary Azimuth Mark                     Grid Az
 NL0640:SPC IA N     -  HOLSTEIN MUNICIPAL TANK                  071 53 03.4
 NL0640:UTM  15      -  HOLSTEIN MUNICIPAL TANK                  072 13 02.5
 NL0640
 NL0640|---------------------------------------------------------------------|
 NL0640| PID    Reference Object                     Distance      Geod. Az  |
 NL0640|                                                           dddmmss.s |
 NL0640| NL0641 HOLSTEIN MUNICIPAL TANK             APPROX. 4.5 KM 0702750.7 |
 NL0640| CO3705 HOLSTEIN AZ MK                                     0840613.7 |
 NL0640| CO3706 HOLSTEIN RM 1                        16.215 METERS 09311     |
 NL0640| NL0643 HOLSTEIN 2                           32.451 METERS 15843     |
 NL0640| NL0647 CUSHING MUNICIPAL TANK              APPROX. 6.8 KM 2602609.3 |
 NL0640| CO3707 HOLSTEIN RM 2                        18.823 METERS 26901     |
 NL0640|---------------------------------------------------------------------|
 NL0640
 NL0640                          SUPERSEDED SURVEY CONTROL
 NL0640
 NL0640  NAD 83(1996)-  42 28 28.87304(N)    095 35 43.65290(W) AD(       ) 3
 NL0640  NAD 83(1996)-  42 28 28.87246(N)    095 35 43.65221(W) AD(       ) 3
 NL0640  NAD 83(1986)-  42 28 28.87252(N)    095 35 43.65177(W) AD(       ) 3
 NL0640  NAD 27      -  42 28 28.92200(N)    095 35 42.62700(W) AD(       ) 3
 NL0640
 NL0640.Superseded values are not recommended for survey control.
 NL0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0640.See file dsdata.txt to determine how the superseded data were derived.
 NL0640
 NL0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH8664905747(NAD 83)
 NL0640_MARKER: DS = TRIANGULATION STATION DISK
 NL0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0640
 NL0640  HISTORY     - Date     Condition        Report By
 NL0640  HISTORY     - 1950     MONUMENTED       CGS
 NL0640  HISTORY     - 1963     GOOD             CGS
 NL0640
 NL0640                          STATION DESCRIPTION
 NL0640
 NL0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0640'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST-SOUTHWEST OF
 NL0640'THE TOWN OF HOLSTEIN AND ALONG THE SOUTH SIDE OF U.S. HIGHWAY
 NL0640'20.  IT IS 49 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 NL0640'21.5 FEET EAST-SOUTHEAST OF A TELEPHONE POLE WITH A TRIANGLE
 NL0640'BLAZE AND 4 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK IS
 NL0640'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 NL0640'HOLSTEIN 1950.
 NL0640'
 NL0640'REFERENCE MARK NO. 1 IS 52 FEET SOUTH OF THE CENTERLINE OF
 NL0640'THE HIGHWAY AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 NL0640'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HOLSTEIN
 NL0640'NO 1 1950.
 NL0640'
 NL0640'REFERENCE MARK NO. 2 IS 50.5 FEET SOUTH OF THE CENTERLINE
 NL0640'OF THE HIGHWAY, 40.5 FEET WEST-SOUTHWEST OF A TELEPHONE POLE
 NL0640'WITH A TRIANGLE BLAZE AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 NL0640'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NL0640'HOLSTEIN NO 2 1950.
 NL0640'
 NL0640'AZIMUTH MARK IS 48 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 NL0640'20, 4 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE AND 2 FEET
 NL0640'SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES
 NL0640'AND THE DISK IS STAMPED HOLSTEIN 1950.
 NL0640'
 NL0640'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 59 AND 20, 1.0
 NL0640'MILE SOUTH OF HOLSTEIN, GO WEST ON HIGHWAY 20 2.6 MILES TO
 NL0640'A SIDE ROAD LEFT (SOUTH), CONTINUE WEST 0.05 MILE TO THE
 NL0640'STATION ON THE LEFT OR SOUTH SIDE OF THE ROAD.
 NL0640'
 NL0640'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 NL0640'20 FOR 0.2 MILE TO THE MARK ON THE LEFT OR NORTH SIDE OF
 NL0640'THE ROAD,
 NL0640'
 NL0640'A 4 FT. SIGNAL AT CUSHING AND BUSH IS V.G.
 NL0640'
 NL0640'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0640
 NL0640                          STATION RECOVERY (1963)
 NL0640
 NL0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 NL0640'THIS STATION WAS RECOVERED AS DESCRIBED AND A 11 MARKS WERE
 NL0640'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION ALONG U.S. HIGHWAY
 NL0640'20 WILL DESTROY ALL THE MARKS AT THIS STATION, SO A NEW
 NL0640'STATION HOLSTEIN 2, WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0643 ***********************************************************************
 NL0643  DESIGNATION -  HOLSTEIN 2
 NL0643  PID         -  NL0643
 NL0643  STATE/COUNTY-  IA/IDA
 NL0643  USGS QUAD   -  HOLSTEIN (1967)
 NL0643
 NL0643                         *CURRENT SURVEY CONTROL
 NL0643  ___________________________________________________________________
 NL0643* NAD 83(1996)-  42 28 27.89280(N)    095 35 43.13707(W)     ADJUSTED  
 NL0643* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 NL0643  ___________________________________________________________________
 NL0643  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 NL0643  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 NL0643
 NL0643  HORZ ORDER  -  THIRD
 NL0643
 NL0643.The horizontal coordinates were established by classical geodetic methods
 NL0643.and adjusted by the National Geodetic Survey in May 1999..
 NL0643.No horizontal observational check was made to the station.
 NL0643
 NL0643.The orthometric height was scaled from a topographic map.
 NL0643
 NL0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0643
 NL0643.The geoid height was determined by GEOID03.
 NL0643
 NL0643;                    North         East     Units Scale Factor Converg.
 NL0643;SPC IA N     - 1,110,369.219 1,327,722.984   MT  0.99995103   -1 25 12.3
 NL0643;UTM  15      - 4,705,716.041   286,659.469   MT  1.00016002   -1 45 11.4
 NL0643
 NL0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0643!SPC IA N     -   0.99993408  x   0.99995103  =   0.99988511
 NL0643!UTM  15      -   0.99993408  x   1.00016002  =   1.00009409
 NL0643
 NL0643:                Primary Azimuth Mark                     Grid Az
 NL0643:SPC IA N     -  HOLSTEIN 2 AZ MK                         077 27 13.9
 NL0643:UTM  15      -  HOLSTEIN 2 AZ MK                         077 47 13.0
 NL0643
 NL0643|---------------------------------------------------------------------|
 NL0643| PID    Reference Object                     Distance      Geod. Az  |
 NL0643|                                                           dddmmss.s |
 NL0643| CO3708 HOLSTEIN 2 AZ MK                                   0760201.6 |
 NL0643| CO3705 HOLSTEIN AZ MK                                     0774604.6 |
 NL0643| CO3709 HOLSTEIN 2 RM 3                      15.978 METERS 08933     |
 NL0643| NL0647 CUSHING MUNICIPAL TANK              APPROX. 6.8 KM 2604212.7 |
 NL0643| CO3710 HOLSTEIN 2 RM 4                      19.696 METERS 27022     |
 NL0643| NL0640 HOLSTEIN                             32.451 METERS 33843     |
 NL0643|---------------------------------------------------------------------|
 NL0643
 NL0643                          SUPERSEDED SURVEY CONTROL
 NL0643
 NL0643  NAD 83(1996)-  42 28 27.89312(N)    095 35 43.13710(W) AD(       ) 3
 NL0643  NAD 83(1996)-  42 28 27.89253(N)    095 35 43.13640(W) AD(       ) 3
 NL0643  NAD 83(1986)-  42 28 27.89259(N)    095 35 43.13596(W) AD(       ) 3
 NL0643  NAD 27      -  42 28 27.94206(N)    095 35 42.11126(W) AD(       ) 3
 NL0643
 NL0643.Superseded values are not recommended for survey control.
 NL0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0643.See file dsdata.txt to determine how the superseded data were derived.
 NL0643
 NL0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH8665905716(NAD 83)
 NL0643_MARKER: DS = TRIANGULATION STATION DISK
 NL0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0643
 NL0643  HISTORY     - Date     Condition        Report By
 NL0643  HISTORY     - 1963     MONUMENTED       CGS
 NL0643
 NL0643                          STATION DESCRIPTION
 NL0643
 NL0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CJB)
 NL0643'STATION IS LOCATED ABOUT 2 AND 1/2 MILES WEST-SOUTHWEST
 NL0643'OF HOLSTEIN ALONG THE SOUTH SIDE OF NEW U.S. HIGHWAY 20,
 NL0643'293 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD,
 NL0643'148 FEET SOUTH OF THE CENTERLINE OF NEW U.S. HIGHWAY 20,
 NL0643'9.5 FEET EAST OF HIGHWAY STATION 1357, 1 FOOT NORTH OF THE SOUTH
 NL0643'RIGHT-OF-WAY FENCE, AND 1 FOOT EAST OF A STEEL WITNESS POST WITH
 NL0643'SIGN. THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 NL0643'DISK IS STAMPED HOLSTEIN 2 1963.  N
 NL0643'
 NL0643'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 NL0643'20 AND 59 WHICH IS ABOUT 1 MILE SOUTH OF THE TOWN OF HOLSTEIN,
 NL0643'GO WEST ON NEW U.S. HIGHWAY 20 FOR 2.6 MILES TO A GRAVEL
 NL0643'T-ROAD SOUTH.  CONTINUE WEST ON U.S. HIGHWAY 20 FOR 0.05
 NL0643'MILE TO THE STATION ON THE LEFT OR SOUTH SIDE OF THE HIGHWAY.
 NL0643'
 NL0643'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 240 FEET WEST
 NL0643'OF A NORTH-SOUTH GRAVEL ROAD, 148 FEET SOUTH OF THE CENTER
 NL0643'OF U.S. HIGHWAY 20, AND 1 FOOT NORTH OF A FENCE.  THE MARK
 NL0643'PROJECTS 4 INCHES AND THE DISK IS STAMPED HOLSTEIN 2 NO 3
 NL0643'1963.
 NL0643'
 NL0643'REFERENCE MARK NO. 4 IS WEST OF THE STATION, 148 FEET SOUTH OF
 NL0643'THE CENTER OF NEW U.S. HIGHWAY 20, AND 1 FOOT NORTH OF THE
 NL0643'SOUTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND
 NL0643'THE DISK IS STAMPED HOLSTEIN 2 NO 4 1963.
 NL0643'
 NL0643'AZ IMUTH MARK IS 0.2 MILE EAST OF THE STATION, 74 FEET NORTH
 NL0643'OF THE CENTERLINE OF NEW U.S. HIGHWAY 20, 4.5 FEET EAST
 NL0643'OF HIGHWAY STATION 1366, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 NL0643'FENCE, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST.  THE
 NL0643'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HOLSTEIN 2
 NL0643'1963.
 NL0643'
 NL0643'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.2 MILE TO
 NL0643'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NL0643'
 NL0643'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0641 ***********************************************************************
 NL0641  DESIGNATION -  HOLSTEIN MUNICIPAL TANK
 NL0641  PID         -  NL0641
 NL0641  STATE/COUNTY-  IA/IDA
 NL0641  USGS QUAD   -  HOLSTEIN (1967)
 NL0641
 NL0641                         *CURRENT SURVEY CONTROL
 NL0641  ___________________________________________________________________
 NL0641* NAD 83(1996)-  42 29 17.73080(N)    095 32 37.44638(W)     ADJUSTED  
 NL0641* NAVD 88     -                                                        
 NL0641  ___________________________________________________________________
 NL0641  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 NL0641  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 NL0641
 NL0641  HORZ ORDER  -  THIRD
 NL0641
 NL0641.The horizontal coordinates were established by classical geodetic methods
 NL0641.and adjusted by the National Geodetic Survey in May 1999..
 NL0641
 NL0641
 NL0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0641
 NL0641.The geoid height was determined by GEOID03.
 NL0641
 NL0641;                    North         East     Units Scale Factor Converg.
 NL0641;SPC IA N     - 1,111,802.689 1,332,000.292   MT  0.99995025   -1 23 06.5
 NL0641;UTM  15      - 4,707,124.881   290,945.894   MT  1.00013774   -1 43 07.5
 NL0641
 NL0641                          SUPERSEDED SURVEY CONTROL
 NL0641
 NL0641  NAD 83(1996)-  42 29 17.73120(N)    095 32 37.44599(W) AD(       ) 4
 NL0641  NAD 83(1996)-  42 29 17.73064(N)    095 32 37.44628(W) AD(       ) 4
 NL0641  NAD 83(1986)-  42 29 17.73027(N)    095 32 37.44548(W) AD(       ) 4
 NL0641  NAD 27      -  42 29 17.78100(N)    095 32 36.44300(W) AD(       ) 3
 NL0641
 NL0641.Superseded values are not recommended for survey control.
 NL0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0641.See file dsdata.txt to determine how the superseded data were derived.
 NL0641
 NL0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH9094607125(NAD 83)
 NL0641_MARKER: 53 = ELEVATED TANK
 NL0641
 NL0641  HISTORY     - Date     Condition        Report By
 NL0641  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0641  HISTORY     - 20060828 MARK NOT FOUND   GEOCAC
 NL0641
 NL0641                          STATION DESCRIPTION
 NL0641
 NL0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0641'THE STATION IS LOCATED IN THE TOWN OF HOLSTEIN, AND IS 1/2
 NL0641'BLOCK EAST OF THE POST OFFICE.
 NL0641'
 NL0641'IT IS ABOUT 100 FEET HIGH, PAINTED SILVER, FOUR LEGGED, OF
 NL0641'STEEL CONSTRUCTION AND HAS HOLSTEIN STENCILED ON THE SIDE OF THE
 NL0641'BOWL.  THE POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK.
 NL0641
 NL0641                          STATION RECOVERY (2006)
 NL0641
 NL0641'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NL0641'NO TANK SEEN IN DESCRIBED AREA, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0956 ***********************************************************************
 NJ0956  DESIGNATION -  HOLY CROSS CATH CH SPIRE
 NJ0956  PID         -  NJ0956
 NJ0956  STATE/COUNTY-  IA/DUBUQUE
 NJ0956  USGS QUAD   -  HOLY CROSS (1957)
 NJ0956
 NJ0956                         *CURRENT SURVEY CONTROL
 NJ0956  ___________________________________________________________________
 NJ0956* NAD 83(1996)-  42 36 03.72631(N)    090 59 49.57856(W)     ADJUSTED  
 NJ0956* NAVD 88     -                                                        
 NJ0956  ___________________________________________________________________
 NJ0956  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 NJ0956  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 NJ0956
 NJ0956  HORZ ORDER  -  THIRD
 NJ0956
 NJ0956.The horizontal coordinates were established by classical geodetic methods
 NJ0956.and adjusted by the National Geodetic Survey in May 1999..
 NJ0956
 NJ0956
 NJ0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0956
 NJ0956.The geoid height was determined by GEOID03.
 NJ0956
 NJ0956;                    North         East     Units Scale Factor Converg.
 NJ0956;SPC IA N     - 1,125,339.139 1,705,362.848   MT  0.99994604   +1 41 46.8
 NJ0956;SPC WI S     -    67,259.693   518,170.576   MT  1.00002930   -0 41 06.4
 NJ0956;SPC WI S     -   220,667.84  1,700,031.30   sFT  1.00002930   -0 41 06.4
 NJ0956;UTM  15      - 4,718,456.318   664,307.774   MT  0.99993216   +1 21 21.7
 NJ0956
 NJ0956                          SUPERSEDED SURVEY CONTROL
 NJ0956
 NJ0956  NAD 83(1996)-  42 36 03.72636(N)    090 59 49.57856(W) AD(       ) 4
 NJ0956  NAD 83(1996)-  42 36 03.72052(N)    090 59 49.57090(W) AD(       ) 4
 NJ0956  NAD 83(1986)-  42 36 03.71883(N)    090 59 49.57325(W) AD(       ) 4
 NJ0956  NAD 27      -  42 36 03.72900(N)    090 59 49.12100(W) AD(       ) 3
 NJ0956
 NJ0956.Superseded values are not recommended for survey control.
 NJ0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0956.See file dsdata.txt to determine how the superseded data were derived.
 NJ0956
 NJ0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6430818456(NAD 83)
 NJ0956_MARKER: 90 = CHURCH SPIRE
 NJ0956
 NJ0956  HISTORY     - Date     Condition        Report By
 NJ0956  HISTORY     - 1931     FIRST OBSERVED   CGS
 NJ0956  HISTORY     - 1935     GOOD             CGS
 NJ0956  HISTORY     - 20010331 GOOD             NGS
 NJ0956
 NJ0956                          STATION DESCRIPTION
 NJ0956
 NJ0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0956'THIS STATION WAS RECOVERED IN GOOD CONDITION AND CHECKED.
 NJ0956'A DETAILED DESCRIPTION IS AS FOLLOWS--
 NJ0956'
 NJ0956'THIS STATION IS THE SPIRE ON THE HOLY CROSS CATHOLIC CHURCH
 NJ0956'AT THE W EDGE OF THE VILLAGE OF HOLY CROSS, IOWA.  IT IS LOCATED
 NJ0956'ABOUT 0.4 MILE N OF U.S. HIGHWAY 52 AND ABOUT 0.05 MILE W OF THE
 NJ0956'BUSINESS DISTRICT.  THE CHURCH WAS ERECTED IN 1845.  IT IS VERY
 NJ0956'PROMINENT.
 NJ0956'
 NJ0956'THE SPIRE IS ON THE E END OF A RED BRICK CHURCH.  IT IS ON A
 NJ0956'SQUARE RED BRICK TOWER ABOUT 70 FEET HIGH.  THIS TOWER HAS SILVER
 NJ0956'ARCHED LOUVERED WINDOWS ON EACH SIDE AND GABLES ABOVE THE
 NJ0956'WINDOWS.  THE GABLES HAVE SILVER CORNICE AND A SILVER GERMAN
 NJ0956'CROSS AT THE APEX OF EACH.  THE SLIM BLACK OCTAGONAL SPIRE IS
 NJ0956'ABOUT 60 FEET HIGH AND HAS A SILVER PLATE AND BALL AND A 8-FOOT
 NJ0956'GOLD CROSS AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 140 FEET.
 NJ0956
 NJ0956                          STATION RECOVERY (2001)
 NJ0956
 NJ0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0956'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1615 ***********************************************************************
 NM1615  CBN         -  This is a Cooperative Base Network Control Station.
 NM1615  DESIGNATION -  HOMAN RESET
 NM1615  PID         -  NM1615
 NM1615  STATE/COUNTY-  IA/PLYMOUTH
 NM1615  USGS QUAD   -  ALTON (1985)
 NM1615
 NM1615                         *CURRENT SURVEY CONTROL
 NM1615  ___________________________________________________________________
 NM1615* NAD 83(1996)-  42 54 36.71897(N)    096 01 27.73499(W)     ADJUSTED  
 NM1615* NAVD 88     -       433.7    (meters)    1423.     (feet)  GPS OBS   
 NM1615  ___________________________________________________________________
 NM1615  X           -    -491,073.143 (meters)                     COMP
 NM1615  Y           -  -4,653,208.693 (meters)                     COMP
 NM1615  Z           -   4,320,477.602 (meters)                     COMP
 NM1615  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 NM1615  ELLIP HEIGHT-         407.16  (meters)          (06/15/04) GPS OBS
 NM1615  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 NM1615
 NM1615  HORZ ORDER  -  B
 NM1615  ELLP ORDER  -  FOURTH    CLASS I
 NM1615
 NM1615.The horizontal coordinates were established by GPS observations
 NM1615.and adjusted by the National Geodetic Survey in August 1997..
 NM1615
 NM1615.The orthometric height was determined by GPS observations and a
 NM1615.high-resolution geoid model.
 NM1615
 NM1615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1615
 NM1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1615
 NM1615.The ellipsoidal height was determined by GPS observations
 NM1615.and is referenced to NAD 83.
 NM1615
 NM1615.The geoid height was determined by GEOID03.
 NM1615
 NM1615;                    North         East     Units Scale Factor Converg.
 NM1615;SPC IA N     - 1,159,718.901 1,293,900.902   MT  0.99995431   -1 42 39.2
 NM1615;UTM  14      - 4,755,139.149   742,899.663   MT  1.00032590   +2 01 37.0
 NM1615;UTM  15      - 4,755,281.129   253,121.300   MT  1.00034988   -2 03 36.7
 NM1615
 NM1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1615!SPC IA N     -   0.99993615  x   0.99995431  =   0.99989046
 NM1615!UTM  14      -   0.99993615  x   1.00032590  =   1.00026203
 NM1615!UTM  15      -   0.99993615  x   1.00034988  =   1.00028601
 NM1615
 NM1615:                Primary Azimuth Mark                     Grid Az
 NM1615:SPC IA N     -  ALTON MUNICIPAL STANDPIPE                006 20 37.2
 NM1615:UTM  14      -  ALTON MUNICIPAL STANDPIPE                002 36 21.0
 NM1615:UTM  15      -  ALTON MUNICIPAL STANDPIPE                006 41 34.7
 NM1615
 NM1615|---------------------------------------------------------------------|
 NM1615| PID    Reference Object                     Distance      Geod. Az  |
 NM1615|                                                           dddmmss.s |
 NM1615| NM1614 ALTON MUNICIPAL STANDPIPE           APPROX. 7.6 KM 0043758.0 |
 NM1615| NM1616 ALTON ST MARYS CATH CH W SPIRE      APPROX. 8.7 KM 0045136.3 |
 NM1615| NM1617 ALTON ST MARYS CATH CH E SPIRE      APPROX. 8.7 KM 0045747.3 |
 NM1615| CO3714 HOMAN AZ MK                                        0515625.0 |
 NM1615| NL0695 GRANVILLE MUNICIPAL TANK            APPROX.14.7 KM 0555618.7 |
 NM1615| NL0694 GRANVILLE ST JOSEPH CATH CH         APPROX.14.7 KM 0564626.5 |
 NM1615| CO3715 HOMAN AZ MK 2                                      0920435.0 |
 NM1615| CO3716 HOMAN RM 1                           33.711 METERS 11910     |
 NM1615| NL0702 REMSEN ST MARYS CATH CH SPIRE       APPROX.11.6 KM 1580405.5 |
 NM1615| NM1619 LE MARS MUNICIPAL TANK              APPROX.17.7 KM 2185628.8 |
 NM1615| NM1620 LE MARS ST JOSEPH CATH CH           APPROX.16.9 KM 2195845.7 |
 NM1615| CO3718 HOMAN RM 3                           65.178 METERS 25316     |
 NM1615| CO3717 HOMAN RM 2                           65.950 METERS 25521     |
 NM1615| OQ0609 SIOUX CENTER FIRST REFORMED CH      APPROX.22.0 KM 3255744.4 |
 NM1615| OQ0607 SIOUX CENTER MUNICIPAL TANK         APPROX.22.6 KM 3264947.2 |
 NM1615| OQ0606 ORANGE CITY MUNICIPAL TANK          APPROX.10.9 KM 3433405.0 |
 NM1615| OQ0605 ORANGE CITY SIOUX CO CTHSE          APPROX.10.9 KM 3450000.3 |
 NM1615|---------------------------------------------------------------------|
 NM1615
 NM1615                          SUPERSEDED SURVEY CONTROL
 NM1615
 NM1615  ELLIP H (08/25/97)  407.18   (m)                       GP(       ) 4 1
 NM1615  NAD 83(1996)-  42 54 36.71741(N)    096 01 27.73126(W) AD(       ) 1
 NM1615  NAD 83(1986)-  42 54 36.71902(N)    096 01 27.72760(W) AD(       ) 1
 NM1615  NAD 27      -  42 54 36.76300(N)    096 01 26.66200(W) AD(       ) 1
 NM1615
 NM1615.Superseded values are not recommended for survey control.
 NM1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1615.See file dsdata.txt to determine how the superseded data were derived.
 NM1615
 NM1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN4290055139(NAD 83)
 NM1615_MARKER: DS = TRIANGULATION STATION DISK
 NM1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1615_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1615_STAMPING: HOMAN 1934 1968
 NM1615_MARK LOGO: CGS   
 NM1615_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1615+STABILITY: SURFACE MOTION
 NM1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1615+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1996
 NM1615
 NM1615  HISTORY     - Date     Condition        Report By
 NM1615  HISTORY     - 1968     MONUMENTED       CGS
 NM1615  HISTORY     - 1969     GOOD             CGS
 NM1615  HISTORY     - 19960820 GOOD             IADT
 NM1615  HISTORY     - 20000404 GOOD             AERSVC
 NM1615
 NM1615                          STATION DESCRIPTION
 NM1615
 NM1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NM1615'STATION SURFACE MARK AND REFERENCE MARK NO. 2 FOUND DESTROYED.
 NM1615'REFERENCE MARK NO. 1 WAS FOUND SLIGHTLY EXPOSED BUT IS SOLID
 NM1615'IN THE GROUND AND DOES NOT APPEAR TO HAVE BEEN DISTURBED.
 NM1615'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND COULD HAVE BEEN
 NM1615'DESTROYED BY ROAD CONSTRUCTION OR FARM OPERATIONS.  UNDERGROUND
 NM1615'STATION MARK WAS RECOVERED IN GOOD CONDITION.  DUE TO THE
 NM1615'LOCATION OF STATION, THE UNDERGROUND MARK WAS LOWERED ABOUT
 NM1615'3 FEET AND A NEW SURFACE MARK AND REFERENCE MARK NO 3 WAS
 NM1615'SET.  A NEW AZIMUTH MARK COULD NOT BE SET AT THIS TIME AS THE
 NM1615'FIELDS WAS PLANTED TO CORN AND THERE WAS NOTHING VISIBLE
 NM1615'FROM THE STATION.
 NM1615'
 NM1615'A NEW DESCRIPTION FOLLOWS--
 NM1615'
 NM1615'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF THE SOUTHEAST
 NM1615'1/4 OF SEC. 34, T. 94 N., R. 44 W., ON THE PLYMOUTH-SIOUX
 NM1615'COUNTY LINE ABOUT 6 MILES SOUTH-SOUTHWEST OF ALTON, AND ABOUT
 NM1615'1.75 MILES SOUTHEAST OF CARNES.  STATION, A STANDARD DISK
 NM1615'SET IN THE TOP OF A ROUND CONCRETE POST AND STAMPED HOMAN
 NM1615'1934 1968, IS 28 FEET NORTH OF THE CENTERLINE OF ROAD, 5
 NM1615'FEET SOUTH OF FENCELINE AND 1 FOOT SOUTH OF A METAL WITNESS
 NM1615'POST.  THE MARK PROJECTS 2 INCHES.
 NM1615'
 NM1615'TO REACH FROM THE MAIN INTERSECTION IN CARNES, GO SOUTH ON
 NM1615'STATE HIGHWAY NO. 33 FOR 1.25 MILE TO CROSSROADS.  TURN LEFT
 NM1615'AND GO EAST FOR 1.5 MILES TO STATION ON LEFT (NORTH) SIDE OF
 NM1615'ROAD AS DESCRIBED.
 NM1615'
 NM1615'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A
 NM1615'SQUARE CONCRETE POST AND STAMPED HOMAN NO 1 1934, IS 28 FEET
 NM1615'SOUTH OF THE CENTERLINE OF ROAD, AND 7 FEET NORTH OF THE
 NM1615'FENCE.  THE MARK PROJECTS 12 INCHES.
 NM1615'
 NM1615'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A
 NM1615'ROUND CONCRETE POST AND STAMPED HOMAN 1934 NO 3 1968, IS
 NM1615'32 FEET SOUTH OF THE CENTERLINE OF ROAD AND 1 FOOT NORTH OF
 NM1615'FENCE.  THE MARK PROJECTS 4 INCHES.
 NM1615'
 NM1615'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 NM1615'SE OF CARNES
 NM1615
 NM1615                          STATION RECOVERY (1969)
 NM1615
 NM1615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NM1615'STATION MARK AND REFERENCE MARKS NO. 1 AND 3 WERE RECOVERED
 NM1615'IN GOOD CONDITION.  AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND
 NM1615'AND APPEARS DESTROYED BY GRADER OPERATIONS.  A NEW AZIMUTH
 NM1615'MARK WAS SET.  THE RAILROAD DEPOT MENTIONED IN THE 1934
 NM1615'DESCRIPTION HAS BEEN DESTROYED.
 NM1615'
 NM1615'FOLLOWING IS A NEW DESCRIPTION--
 NM1615'
 NM1615'STATION IS LOCATED IN THE SW 1/4 OF THE SE 1/4 OF SEC. 34, T.
 NM1615'94N., R. 44W., ON THE PLYMOUTH-SIOUX COUNTY LINE ABOUT 6 MILES
 NM1615'SOUTH-SOUTHWEST OF ALTON AND ABOUT 2 MILES SOUTHEAST OF
 NM1615'CARNES.  STATION, A STANDARD DISK SET IN THE TOP OF A ROUND
 NM1615'CONCRETE POST AND STAMPED HOMAN 1934 1968, IS 28 FEET NORTH
 NM1615'OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTH OF FENCELINE AND
 NM1615'1 FOOT SOUTH OF A METAL WITNESS POST.  THE MARK PROJECTS
 NM1615'2 INCHES.
 NM1615'
 NM1615'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 60 AND COUNTY
 NM1615'ROAD K 64 AT CARNES, GO SOUTH ON COUNTY ROAD K 64 FOR 1.25
 NM1615'MILES TO CROSSROADS.  TURN LEFT AND GO EAST ON DIRT ROAD FOR
 NM1615'1.5 MILES TO STATION ON LEFT (NORTH) SIDE OF ROAD.  CONTINUE
 NM1615'EAST ON DIRT ROAD FOR 0.35 MILE TO AZIMUTH MARK ON RIGHT
 NM1615'(SOUTH) SIDE OF ROAD.
 NM1615'
 NM1615'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A
 NM1615'SQUARE CONCRETE POST AND STAMPED HOMAN NO 1 1934, IS 28 FEET
 NM1615'SOUTH OF THE CENTERLINE OF ROAD AND 7 FEET NORTH OF A FENCE.
 NM1615'THE MARK PROJECTS 12 INCHES.
 NM1615'
 NM1615'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A
 NM1615'SQUARE CONCRETE POST AND STAMPED HOMAN 1934 NO 3 1968, IS
 NM1615'32 FEET SOUTH OF THE CENTERLINE OF ROAD AND 1 FOOT NORTH OF
 NM1615'A FENCE.
 NM1615'
 NM1615'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND
 NM1615'CONCRETE POST AND STAMPED HOMAN 1934 1969, IS 33 FEET SOUTH
 NM1615'OF THE CENTERLINE OF ROAD, 4-1/2 FEET EAST OF GATE POST, 1
 NM1615'FOOT WEST OF A UTILITY POLE, 1 FOOT NORTH OF FENCE AND WITNESS
 NM1615'POST.  THE MARK IS FLUSH.
 NM1615'
 NM1615'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 NM1615'2 MI. SE OF CARNES
 NM1615
 NM1615                          STATION RECOVERY (1996)
 NM1615
 NM1615'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 NM1615'RECOVERED AS DESCRIBED.  A HARN STATION WITNESS POST WAS PLACED 0.7 M
 NM1615'(2.3 FT) NORTH OF THE STATION.
 NM1615
 NM1615                          STATION RECOVERY (2000)
 NM1615
 NM1615'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NM1615'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0904 ***********************************************************************
 MG0904  DESIGNATION -  HOMESTEAD ATT MWV KAA 88
 MG0904  PID         -  MG0904
 MG0904  STATE/COUNTY-  IA/IOWA
 MG0904  USGS QUAD   -  AMANA (1975)
 MG0904
 MG0904                         *CURRENT SURVEY CONTROL
 MG0904  ___________________________________________________________________
 MG0904* NAD 83(1996)-  41 45 37.45733(N)    091 50 46.14658(W)     ADJUSTED  
 MG0904* NAVD 88     -                                                        
 MG0904  ___________________________________________________________________
 MG0904  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 MG0904  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 MG0904
 MG0904  HORZ ORDER  -  THIRD
 MG0904
 MG0904.The horizontal coordinates were established by classical geodetic methods
 MG0904.and adjusted by the National Geodetic Survey in May 1999..
 MG0904
 MG0904
 MG0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0904
 MG0904.The geoid height was determined by GEOID03.
 MG0904
 MG0904;                    North         East     Units Scale Factor Converg.
 MG0904;SPC IA S     -   196,803.824   637,526.549   MT  0.99999601   +1 05 21.8
 MG0904;UTM  15      - 4,623,818.097   595,917.333   MT  0.99971321   +0 46 06.7
 MG0904
 MG0904                          SUPERSEDED SURVEY CONTROL
 MG0904
 MG0904  NAD 83(1986)-  41 45 37.45978(N)    091 50 46.15306(W) AD(       ) 4
 MG0904  NAD 27      -  41 45 37.42600(N)    091 50 45.51495(W) AD(       ) 3
 MG0904
 MG0904.Superseded values are not recommended for survey control.
 MG0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0904.See file dsdata.txt to determine how the superseded data were derived.
 MG0904
 MG0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG9591723818(NAD 83)
 MG0904_MARKER: 45 = MICROWAVE TOWER
 MG0904
 MG0904  HISTORY     - Date     Condition        Report By
 MG0904  HISTORY     - 1969     FIRST OBSERVED   CGS
 MG0904  HISTORY     - 20060505 POOR             GEOCAC
 MG0904
 MG0904                          STATION DESCRIPTION
 MG0904
 MG0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0904'THE STATION IS THE RED LIGHT ATOP THE HOMESTEAD, AMERICAN
 MG0904'TELEPHONE AND TELEGRAPH MICROWAVE TOWER THAT IS LOCATED ABOUT 1
 MG0904'MILE EAST OF HOMESTEAD AND 0.1 MILE EAST OF U.S. HIGHWAY 6.  IT
 MG0904'IS CONSTRUCTED OF UNPAINTED CONCRETE WITH A FAN SHAPED ANTENNA
 MG0904'LOCATED ON EACH OF THE FOUR CORNERS AND IS 213 FEET IN HEIGHT.
 MG0904
 MG0904                          STATION RECOVERY (2006)
 MG0904
 MG0904'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MG0904'FOUND TOWER AS DESCRIBED, BUT THE STATION WAS 'THE RED LIGHT' AND NOW
 MG0904'THERE ARE TWO RED LIGHTS, NEITHER OF WHICH IS CERTAIN TO BE IN THE
 MG0904'ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0456 ***********************************************************************
 MH0456  DESIGNATION -  HORN
 MH0456  PID         -  MH0456
 MH0456  STATE/COUNTY-  IA/BENTON
 MH0456  USGS QUAD   -  BLAIRSTOWN (1965)
 MH0456
 MH0456                         *CURRENT SURVEY CONTROL
 MH0456  ___________________________________________________________________
 MH0456* NAD 83(1996)-  41 57 48.91791(N)    092 05 33.65649(W)     ADJUSTED  
 MH0456* NAVD 88     -       281.0    (meters)     922.     (feet)  VERTCON   
 MH0456  ___________________________________________________________________
 MH0456  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 MH0456  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 MH0456
 MH0456  HORZ ORDER  -  SECOND
 MH0456
 MH0456.The horizontal coordinates were established by classical geodetic methods
 MH0456.and adjusted by the National Geodetic Survey in May 1999..
 MH0456
 MH0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0456
 MH0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0456
 MH0456.The geoid height was determined by GEOID03.
 MH0456
 MH0456;                    North         East     Units Scale Factor Converg.
 MH0456;SPC IA N     - 1,052,465.045 1,616,660.766   MT  1.00002031   +0 57 13.7
 MH0456;UTM  15      - 4,646,131.561   575,185.050   MT  0.99966956   +0 36 24.2
 MH0456
 MH0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0456!SPC IA N     -   0.99996088  x   1.00002031  =   0.99998119
 MH0456!UTM  15      -   0.99996088  x   0.99966956  =   0.99963046
 MH0456
 MH0456:                Primary Azimuth Mark                     Grid Az
 MH0456:SPC IA N     -  VAN HORNE MUNICIPAL TANK                 002 24 32.4
 MH0456:UTM  15      -  VAN HORNE MUNICIPAL TANK                 002 45 21.9
 MH0456
 MH0456|---------------------------------------------------------------------|
 MH0456| PID    Reference Object                     Distance      Geod. Az  |
 MH0456|                                                           dddmmss.s |
 MH0456| NK0549 VAN HORNE MUNICIPAL TANK            APPROX. 4.9 KM 0032146.1 |
 MH0456| CL9559 HORN RM 1                            12.242 METERS 13458     |
 MH0456| CL9560 HORN RM 2                            12.775 METERS 22632     |
 MH0456|---------------------------------------------------------------------|
 MH0456
 MH0456                          SUPERSEDED SURVEY CONTROL
 MH0456
 MH0456  NAD 83(1986)-  41 57 48.91735(N)    092 05 33.65671(W) AD(       ) 2
 MH0456  NAD 27      -  41 57 48.92357(N)    092 05 33.00288(W) AD(       ) 2
 MH0456  NGVD 29 (07/19/86)  281.0    (m)          922.     (f) VERT ANG       
 MH0456
 MH0456.Superseded values are not recommended for survey control.
 MH0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0456.See file dsdata.txt to determine how the superseded data were derived.
 MH0456
 MH0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7518546132(NAD 83)
 MH0456_MARKER: DD = SURVEY DISK
 MH0456_SETTING: 0 = UNSPECIFIED SETTING
 MH0456
 MH0456  HISTORY     - Date     Condition        Report By
 MH0456  HISTORY     - 1970     MONUMENTED       USGS
 MH0456
 MH0456                          STATION DESCRIPTION
 MH0456
 MH0456'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 MH0456'STATION IS ABOUT 3.0 MI S. OF VAN HORNE, IOWA, ABOUT 600 FT E. OF
 MH0456'THE QUARTER COR. BETWEEN SECS. 26 AND 35, T. 83 N., R. 11 W.
 MH0456'
 MH0456'TO REACH THE STATION FROM THE CENTER OF VAN HORNE, GO E. FOR
 MH0456'0.4 MI TURN RIGHT AND GO S. ON COUNTY RD. (BLACKTOP) FOR 3.1 MI
 MH0456'TO THE JCT. OF U.S. HWY. 30 AND ST. HWY. 82.  TURN RIGHT AND
 MH0456'GO W. ON U.S. HWY. 30 FOR 0.4 MI TO FARM ON LEFT AND STATION
 MH0456'ON LEFT (S.).
 MH0456'
 MH0456'STATION MARK, STAMPED ET HORN 1970 IS 27 FT S. OF CENTER OF RD.,
 MH0456'37 FT N. AND 11 FT E. OF THE NE. COR. OF BARN.
 MH0456'
 MH0456'REFERENCE MARK NO. 1, STAMPED HORN NO 1 1970 IS SE. OF THE
 MH0456'STATION, 55 FT S. OF CENTER OF RD., 9 FT N. AND 40 FT E. OF THE
 MH0456'NE. COR. OF BARN, 7 FT N. OF THE S. RIGHT-OF-WAY FENCE, 7 FT
 MH0456'N. OF USGS WITNESS POST.
 MH0456'
 MH0456'REFERENCE MARK NO. 2, STAMPED HORN NO 2 1970 IS SW. OF THE
 MH0456'STATION, 56 FT S. OF CENTER OF RD., 8 FT N. AND 19 FT W. OF THE
 MH0456'NE. COR. OF BARN.
 MH0456'
 MH0456'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 MH0456'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 MH0456'GRAVEL TO WITHIN 1 IN. OF CAP.  REFERENCE MARK 1 AND REFERENCE
 MH0456'MARK 2 WERE SET FLUSH WITH THE GROUND.  STATION MARK WAS SET
 MH0456'APPROX. 6 IN. BELOW THE SURFACE.
 MH0456'
 MH0456'NO AZIMUTH MARK WAS SET.
 MH0456'
 MH0456'REFERENCE AZIMUTH USED - VAN HORNE M.W.T.  STATION IS THE
 MH0456'CENTER OF THE VAN HORNE M.W.T.  THE TANK IS A TALL STEEL TANK
 MH0456'PAINTED ALUMINUM WITH VAN HORN PAINTED ON THE S. FACE.  THE TANK
 MH0456'WAS ERECTED IN 1924.  IT IS ABOUT 110 FT HIGH AND VERY PROMINENT.
 MH0456'
 MH0456'THE TANK IS ABOUT 60 YARDS N. OF THE CENTER OF 4TH STREET AND
 MH0456'ABOUT 50 YARDS E. OF THE FIRST N.-S. STREET W. OF THE TANK (1ST
 MH0456'AVE.), T. 83 N., R. 11 W., ABOUT 0.15 MI W. AND ABOUT 200 FT
 MH0456'N. OF THE COR. OF SECS. 11, 12, 13 AND 14.
 MH0456'
 MH0456'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1132 ***********************************************************************
 MJ1132  DESIGNATION -  HORN
 MJ1132  PID         -  MJ1132
 MJ1132  STATE/COUNTY-  IA/AUDUBON
 MJ1132  USGS QUAD   -  EXIRA WEST (1983)
 MJ1132
 MJ1132                         *CURRENT SURVEY CONTROL
 MJ1132  ___________________________________________________________________
 MJ1132* NAD 83(1996)-  41 32 40.92049(N)    094 58 20.96118(W)     ADJUSTED  
 MJ1132* NAVD 88     -       412.7    (meters)    1354.     (feet)  VERTCON   
 MJ1132  ___________________________________________________________________
 MJ1132  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 MJ1132  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ1132
 MJ1132  HORZ ORDER  -  SECOND
 MJ1132
 MJ1132.The horizontal coordinates were established by classical geodetic methods
 MJ1132.and adjusted by the National Geodetic Survey in May 1999..
 MJ1132
 MJ1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1132
 MJ1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1132
 MJ1132.The geoid height was determined by GEOID03.
 MJ1132
 MJ1132;                    North         East     Units Scale Factor Converg.
 MJ1132;SPC IA S     -   172,579.142   377,147.376   MT  0.99996634   -0 58 11.7
 MJ1132;UTM  15      - 4,601,105.351   335,479.867   MT  0.99993310   -1 18 30.4
 MJ1132
 MJ1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1132!SPC IA S     -   0.99993960  x   0.99996634  =   0.99990594
 MJ1132!UTM  15      -   0.99993960  x   0.99993310  =   0.99987270
 MJ1132
 MJ1132|---------------------------------------------------------------------|
 MJ1132| PID    Reference Object                     Distance      Geod. Az  |
 MJ1132|                                                           dddmmss.s |
 MJ1132| CL7115 HORN RM 1                            32.242 METERS 18912     |
 MJ1132| MJ1163 ELK HORN MICROWAVE TOWER            APPROX. 7.1 KM 2701626.6 |
 MJ1132| CL7116 HORN RM 2                            19.462 METERS 27127     |
 MJ1132|---------------------------------------------------------------------|
 MJ1132
 MJ1132                          SUPERSEDED SURVEY CONTROL
 MJ1132
 MJ1132  NAD 83(1986)-  41 32 40.91773(N)    094 58 20.97237(W) AD(       ) 2
 MJ1132  NAD 27      -  41 32 40.95596(N)    094 58 20.01455(W) AD(       ) 2
 MJ1132  NGVD 29 (07/19/86)  412.6    (m)         1354.     (f) VERT ANG       
 MJ1132
 MJ1132.Superseded values are not recommended for survey control.
 MJ1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1132.See file dsdata.txt to determine how the superseded data were derived.
 MJ1132
 MJ1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3548001105(NAD 83)
 MJ1132_MARKER: DD = SURVEY DISK
 MJ1132_SETTING: 0 = UNSPECIFIED SETTING
 MJ1132
 MJ1132  HISTORY     - Date     Condition        Report By
 MJ1132  HISTORY     - 1968     MONUMENTED       USGS
 MJ1132
 MJ1132                          STATION DESCRIPTION
 MJ1132
 MJ1132'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1132'STATION IS LOCATED 3.25 MI S. AND 4.5 MI E. OF ELK HORN, 2.5 MI
 MJ1132'W. OF BRAYTON, NEAR THE CENTER OF THE N. HALF OF SEC. 22, T. 78
 MJ1132'N., R. 36 W., IN THE RIGHT-OF-WAY OF CO. RD. T, AT TOP OF A
 MJ1132'CUTBANK, 0.4 MI W. OF A CROSSROADS.
 MJ1132'
 MJ1132'TO REACH THE STATION FROM THE POST OFFICE AT BRAYTON, DRIVE
 MJ1132'W. FOR 0.05 MI TO U.S. HWY. 71, CONTINUE W. ON CO. RD. T (AN
 MJ1132'ASPHALT RD.), FOR 2.55 MI TO STATION ON THE RIGHT.
 MJ1132'
 MJ1132'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED HORN
 MJ1132'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 MJ1132'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MJ1132'
 MJ1132'STATION MARK IS 61 FT N. OF CENTER OF THE RD., 88 FT E. OF E. POST
 MJ1132'OF ENTRANCE TO FIELD N., 41 FT NE. OF A POWER LINE POLE AND 2.0
 MJ1132'FT S. OF THE N. RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1132'
 MJ1132'REFERENCE MARK 1 IS 105.78 FT (32.242 M.) S.-SW. OF STATION, 44
 MJ1132'FT S. OF CENTER OF RD., 53 FT W. OF A TELEPHONE POLE AND 1.5 FT
 MJ1132'N. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1132'
 MJ1132'REFERENCE MARK 2 IS 63.85 FT (19.461 M.) W. OF STATION, 61 FT
 MJ1132'N. OF CENTER OF RD., 38 FT NW. OF A POWERLINE POLE, 24 FT E. OF
 MJ1132'E. GATE POST OF FIELD ENTRANCE AND 1 FT S. OF RIGHT-OF-WAY FENCE
 MJ1132'AND A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0474 ***********************************************************************
 NK0474  DESIGNATION -  HOTH
 NK0474  PID         -  NK0474
 NK0474  STATE/COUNTY-  IA/BREMER
 NK0474  USGS QUAD   -  SUMNER (1971)
 NK0474
 NK0474                         *CURRENT SURVEY CONTROL
 NK0474  ___________________________________________________________________
 NK0474* NAD 83(1996)-  42 45 31.74899(N)    092 05 30.29428(W)     ADJUSTED  
 NK0474* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 NK0474  ___________________________________________________________________
 NK0474  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 NK0474  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 NK0474
 NK0474  HORZ ORDER  -  FIRST
 NK0474
 NK0474.The horizontal coordinates were established by classical geodetic methods
 NK0474.and adjusted by the National Geodetic Survey in May 1999..
 NK0474
 NK0474.The orthometric height was scaled from a topographic map.
 NK0474
 NK0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0474
 NK0474.The geoid height was determined by GEOID03.
 NK0474
 NK0474;                    North         East     Units Scale Factor Converg.
 NK0474;SPC IA N     - 1,140,785.698 1,615,266.817   MT  0.99994663   +0 57 16.0
 NK0474;UTM  15      - 4,734,432.575   574,319.227   MT  0.99966795   +0 36 59.9
 NK0474
 NK0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0474!SPC IA N     -   0.99995371  x   0.99994663  =   0.99990034
 NK0474!UTM  15      -   0.99995371  x   0.99966795  =   0.99962168
 NK0474
 NK0474:                Primary Azimuth Mark                     Grid Az
 NK0474:SPC IA N     -  WESTGATE MUNICIPAL TANK                  081 34 04.6
 NK0474:UTM  15      -  WESTGATE MUNICIPAL TANK                  081 54 20.7
 NK0474
 NK0474|---------------------------------------------------------------------|
 NK0474| PID    Reference Object                     Distance      Geod. Az  |
 NK0474|                                                           dddmmss.s |
 NK0474| NJ0843 WESTGATE MUNICIPAL TANK             APPROX. 8.0 KM 0823120.6 |
 NK0474| NJ0826 OELWEIN CGW RR ROUNDHOUSE STK       APPROX.15.9 KM 1220628.0 |
 NK0474| NJ0825 OELWEIN CGW RR SHOPS STACK          APPROX.16.9 KM 1222748.0 |
 NK0474| NJ0820 OELWEIN INTERSTATE PWR CO STK       APPROX.17.4 KM 1225026.4 |
 NK0474| NJ0824 OELWEIN CGW RR SHOPS TANK           APPROX.17.1 KM 1225209.9 |
 NK0474| CI5713 HOTH RM 1                            30.056 METERS 13734     |
 NK0474| NK0480 FAIRBANK MUNICIPAL TANK             APPROX.13.7 KM 1651732.2 |
 NK0474| NK0484 READLYN ZION LUTHERAN CH SPIRE      APPROX.12.3 KM 2391934.8 |
 NK0474| NK0483 READLYN MUNICIPAL TANK              APPROX.12.5 KM 2405751.5 |
 NK0474| NK0485 ST MATTHEWS LUTHERAN CH SPIRE       APPROX.12.2 KM 2463938.6 |
 NK0474| CI5714 HOTH RM 2                            31.510 METERS 26407     |
 NK0474| CI5712 HOTH AZ MK                                         2700453.6 |
 NK0474| NK0510 TRIPOLI MUNICIPAL TANK              APPROX.14.9 KM 2930916.5 |
 NK0474|---------------------------------------------------------------------|
 NK0474
 NK0474                          SUPERSEDED SURVEY CONTROL
 NK0474
 NK0474  NAD 83(1996)-  42 45 31.74862(N)    092 05 30.29416(W) AD(       ) 1
 NK0474  NAD 83(1986)-  42 45 31.74040(N)    092 05 30.29349(W) AD(       ) 1
 NK0474  NAD 27      -  42 45 31.80500(N)    092 05 29.66200(W) AD(       ) 1
 NK0474
 NK0474.Superseded values are not recommended for survey control.
 NK0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0474.See file dsdata.txt to determine how the superseded data were derived.
 NK0474
 NK0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7431934433(NAD 83)
 NK0474_MARKER: DS = TRIANGULATION STATION DISK
 NK0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0474_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0474
 NK0474  HISTORY     - Date     Condition        Report By
 NK0474  HISTORY     - 1934     MONUMENTED       CGS
 NK0474  HISTORY     - 1960     GOOD             CGS
 NK0474  HISTORY     - 1969     GOOD             USGS
 NK0474
 NK0474                          STATION DESCRIPTION
 NK0474
 NK0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0474'STATION IS ABOUT 6 MILES S OF SUMNER, 0.5 MILE W OF THE
 NK0474'BREMER-FAYETTE COUNTY LINE, ON S SIDE OF SEC. 24, T 92 N, R 11 W,
 NK0474'NEAR THE QUARTER CORNER, ON LAND OWNED BY W.M. HOTH, OF
 NK0474'SUMNER, AT THE SW CORNER OF YARD AND WINDBREAK, IN THE N-S
 NK0474'FENCE LINE BETWEEN YARD AND FIELD TO THE W, 188 FEET WSW OF
 NK0474'THE SW CORNER OF THE HOUSE, 38 FEET N OF CENTER LINE OF
 NK0474'ROAD, 12 FEET N OF THE RIGHT-OF-WAY FENCE, 17 FEET NW OF
 NK0474'A 6-INCH CEDAR TREE, 8 FEET W OF THE MOST WESTERLY ROW OF
 NK0474'TREES IN THE WINDBREAK, 1 FOOT W OF THE N-S FENCE, AND THE
 NK0474'MARK PROJECTS 3 INCHES.
 NK0474'
 NK0474'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0474'BRONZE DISKS SET IN CONCRETE.
 NK0474'
 NK0474'REFERENCE MARK NO. 1 IS SE OF STATION, 34 FEET S OF CENTER LINE
 NK0474'OF ROAD, 32 FEET E OF A TRANSMISSION POLE, 1 FOOT N OF RIGHT-OF-WAY
 NK0474'FENCE, AND PROJECTS 7 INCHES.
 NK0474'
 NK0474'REFERENCE MARK NO. 2 IS WSW OF STATION, 63 FEET W OF A TELEPHONE
 NK0474'POLE, 1 FOOT N OF RIGHT-OF-WAY FENCE, 27 FEET N OF CENTER LINE
 NK0474'OF ROAD, 180.42 FEET NW OF REFERENCE MARK NO. 1, AND PROJECTS
 NK0474'7 INCHES.
 NK0474'
 NK0474'AZIMUTH MARK IS W OF STATION, 33 FEET N OF CENTER LINE OF THE
 NK0474'ROAD, 8 FEET N OF RIGHT-OF-WAY FENCE, 1 FOOT E OF N-S T-FENCE
 NK0474'(PROPERTY LINE), AND PROJECTS 6 INCHES.
 NK0474'
 NK0474'TO REACH FROM SUMNER, GO S 1.0 MILE, THEN E 0.5 MILE, THEN S
 NK0474'ON COUNTY LINE ROAD 5.0 MILES TO A T-ROAD W, AND THEN W ON T-ROAD
 NK0474'0.5 MILE TO THE STATION ON THE N SIDE OF ROAD.
 NK0474'
 NK0474'ALL LIGHTS CAME INTO VIEW AT 30 FEET.
 NK0474'
 NK0474'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 NK0474
 NK0474                          STATION RECOVERY (1960)
 NK0474
 NK0474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JAW)
 NK0474'STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 RECOVERED
 NK0474'AND FOUND TO BE IN GOOD CONDITION.
 NK0474
 NK0474                          STATION RECOVERY (1969)
 NK0474
 NK0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NK0474'STATION MARK AND ALL OTHER SURFACE MARKS FOUND IN GOOD CONDITION
 NK0474'AS DESCRIBED.  DESCRIPTION IS ADEQUATE.  MEASUREMENTS CHECKED OK.
 NK0474'
 NK0474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI S OF SUMNER,
 NK0474'0.5 W OF BREMER-FAYETTE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0599 ***********************************************************************
 NK0599  DESIGNATION -  HOWARD
 NK0599  PID         -  NK0599
 NK0599  STATE/COUNTY-  IA/TAMA
 NK0599  USGS QUAD   -  GLADBROOK SE (1971)
 NK0599
 NK0599                         *CURRENT SURVEY CONTROL
 NK0599  ___________________________________________________________________
 NK0599* NAD 83(1996)-  42 04 27.82124(N)    092 33 42.68713(W)     ADJUSTED  
 NK0599* NAVD 88     -       317.4    (meters)    1041.     (feet)  VERTCON   
 NK0599  ___________________________________________________________________
 NK0599  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 NK0599  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 NK0599
 NK0599  HORZ ORDER  -  SECOND
 NK0599
 NK0599.The horizontal coordinates were established by classical geodetic methods
 NK0599.and adjusted by the National Geodetic Survey in May 1999..
 NK0599
 NK0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0599
 NK0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0599
 NK0599.The geoid height was determined by GEOID03.
 NK0599
 NK0599;                    North         East     Units Scale Factor Converg.
 NK0599;SPC IA N     - 1,064,232.551 1,577,633.517   MT  0.99999861   +0 38 09.0
 NK0599;UTM  15      - 4,658,129.108   536,243.658   MT  0.99961616   +0 17 37.0
 NK0599
 NK0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0599!SPC IA N     -   0.99995518  x   0.99999861  =   0.99995379
 NK0599!UTM  15      -   0.99995518  x   0.99961616  =   0.99957136
 NK0599
 NK0599|---------------------------------------------------------------------|
 NK0599| PID    Reference Object                     Distance      Geod. Az  |
 NK0599|                                                           dddmmss.s |
 NK0599| CI5723 HOWARD RM 1                          11.758 METERS 00546     |
 NK0599| CI5724 HOWARD RM 2                           7.888 METERS 17054     |
 NK0599| CI5722 HOWARD AZ MK                                       3581308.9 |
 NK0599|---------------------------------------------------------------------|
 NK0599
 NK0599                          SUPERSEDED SURVEY CONTROL
 NK0599
 NK0599  NAD 83(1986)-  42 04 27.82403(N)    092 33 42.68494(W) AD(       ) 2
 NK0599  NAD 27      -  42 04 27.85936(N)    092 33 41.99198(W) AD(       ) 2
 NK0599  NGVD 29 (07/19/86)  317.4    (m)         1041.     (f) VERT ANG       
 NK0599
 NK0599.Superseded values are not recommended for survey control.
 NK0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0599.See file dsdata.txt to determine how the superseded data were derived.
 NK0599
 NK0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3624458129(NAD 83)
 NK0599_MARKER: DD = SURVEY DISK
 NK0599_SETTING: 0 = UNSPECIFIED SETTING
 NK0599
 NK0599  HISTORY     - Date     Condition        Report By
 NK0599  HISTORY     - 1970     MONUMENTED       USGS
 NK0599
 NK0599                          STATION DESCRIPTION
 NK0599
 NK0599'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 NK0599'THE STATION IS ABOUT 9.5 MI SSW. OF TRAER, ABOUT 500 FT S. OF THE
 NK0599'CENTER OF THE N. HALF OF SEC. 23, T. 84 N., R. 15 W., ON TOP OF
 NK0599'A SMALL RIDGE.
 NK0599'
 NK0599'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 63 AND
 NK0599'ST. HWY. 8 (MAIN STREET) IN TRAER, FOLLOW U.S. HWY. 63 S. THEN
 NK0599'W. FOR 7.1 MI TO THE JCT. OF U.S. HWY. 63 AND ST. HWY. 96.  TURN
 NK0599'LEFT AND GO S. FOR 6.5 MI TO A CROSSROAD, TURN LEFT AND GO E. FOR
 NK0599'1.0 MI TO A CROSSROAD.  THE AZIMUTH MARK IS ABOUT 290 FT N. OF
 NK0599'THE CROSSROAD ON THE W. RIGHT-OF-WAY, TURN RIGHT AT CROSSROADS
 NK0599'AND GO S. FOR ABOUT 0.35 MI TO TWO HOUSES ON A SMALL RIDGE AND
 NK0599'THE STATION ON THE LEFT N. OF THE FARM YARDS.
 NK0599'
 NK0599'STATION MARK, STAMPED ET HOWARD 1970 IS 54 FT N. AND 27 FT
 NK0599'E. CENTER RD. AT N. FARM YARD FENCE E., 6 FT W. OF THE
 NK0599'E. RIGHT-OF-WAY FENCE AND 6 FT W. OF A USGS WITNESS POST.
 NK0599'
 NK0599'REFERENCE MARK NO. 1, STAMPED HOWARD NO 1 IS N. OF THE STATION,
 NK0599'93 FT N. AND 31 FT E. CENTER RD. AT N. FARMYARD FENCE E., 2 FT
 NK0599'W. OF E. RIGHT-OF-WAY FENCE.
 NK0599'
 NK0599'REFERENCE MARK NO. 2, STAMPED HOWARD NO 2 1970 IS S. OF THE
 NK0599'STATION, 29 FT N. AND 32 FT E. CENTER RD. AT N. FARMYARD FENCE
 NK0599'E., 2 FT W. OF E. RIGHT-OF-WAY FENCE.
 NK0599'
 NK0599'AZIMUTH MARK, STAMPED HOWARD 1970 IS ABOUT 0.4 MI N. OF THE
 NK0599'STATION, 291 FT N. AND 30 FT W. CENTER CROSSROADS, 2.5 FT
 NK0599'E. OF W. RIGHT-OF-WAY FENCE.
 NK0599'
 NK0599'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 NK0599'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NK0599'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAPS.  ALL MARKS ARE SET
 NK0599'FLUSH WITH THE GROUND.
 NK0599'
 NK0599'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0888 ***********************************************************************
 NJ0888  DESIGNATION -  HUBBARD
 NJ0888  PID         -  NJ0888
 NJ0888  STATE/COUNTY-  IA/DUBUQUE
 NJ0888  USGS QUAD   -  MENOMINEE (1978)
 NJ0888
 NJ0888                         *CURRENT SURVEY CONTROL
 NJ0888  ___________________________________________________________________
 NJ0888* NAD 83(1996)-  42 24 24.42829(N)    090 33 48.32138(W)     ADJUSTED  
 NJ0888* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 NJ0888  ___________________________________________________________________
 NJ0888  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 NJ0888  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 NJ0888
 NJ0888  HORZ ORDER  -  FIRST
 NJ0888
 NJ0888.The horizontal coordinates were established by classical geodetic methods
 NJ0888.and adjusted by the National Geodetic Survey in May 1999..
 NJ0888
 NJ0888.The orthometric height was scaled from a topographic map.
 NJ0888
 NJ0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0888
 NJ0888.The geoid height was determined by GEOID03.
 NJ0888
 NJ0888;                    North         East     Units Scale Factor Converg.
 NJ0888;SPC IA N     - 1,104,920.156 1,741,682.650   MT  0.99995568   +1 59 24.9
 NJ0888;SPC IL W     -   637,340.807   667,340.553   MT  0.99995430   -0 16 03.3
 NJ0888;SPC IL W     - 2,091,008.96  2,189,433.13   sFT  0.99995430   -0 16 03.3
 NJ0888;UTM  15      - 4,697,818.885   700,506.813   MT  1.00009467   +1 38 37.5
 NJ0888
 NJ0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0888!SPC IA N     -   0.99996638  x   0.99995568  =   0.99992206
 NJ0888!SPC IL W     -   0.99996638  x   0.99995430  =   0.99992068
 NJ0888!UTM  15      -   0.99996638  x   1.00009467  =   1.00006104
 NJ0888
 NJ0888                          SUPERSEDED SURVEY CONTROL
 NJ0888
 NJ0888  NAD 83(1996)-  42 24 24.42791(N)    090 33 48.31998(W) AD(       ) 1
 NJ0888  NAD 83(1996)-  42 24 24.43045(N)    090 33 48.31872(W) AD(       ) 1
 NJ0888  NAD 83(1986)-  42 24 24.42961(N)    090 33 48.31924(W) AD(       ) 1
 NJ0888  NAD 27      -  42 24 24.39800(N)    090 33 47.85800(W) AD(       ) 1
 NJ0888
 NJ0888.Superseded values are not recommended for survey control.
 NJ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0888.See file dsdata.txt to determine how the superseded data were derived.
 NJ0888
 NJ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG0050797819(NAD 83)
 NJ0888_MARKER: P = PIPE CAP
 NJ0888_SETTING: 0 = UNSPECIFIED SETTING
 NJ0888_PROJECTION: FLUSH
 NJ0888_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NJ0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0888
 NJ0888  HISTORY     - Date     Condition        Report By
 NJ0888  HISTORY     - 1931     MONUMENTED       MORC
 NJ0888  HISTORY     - 1952     SEE DESCRIPTION  CGS
 NJ0888  HISTORY     - 1957     GOOD             CGS
 NJ0888  HISTORY     - 19960815 POOR             SECI
 NJ0888  HISTORY     - 20060730 POOR             GEOCAC
 NJ0888
 NJ0888                          STATION DESCRIPTION
 NJ0888
 NJ0888'DESCRIBED BY MISSOURI RIVER COMMISSION 1931 (HWH)
 NJ0888'STATION IS ABOUT 9 MILES SOUTHEAST OF DUBUQUE, 3-1/2 MILES
 NJ0888'NORTHWEST OF ST. DONATUS AND 1-1/2 MILES EAST OF ST. CATHERINES
 NJ0888'CHURCH.
 NJ0888'
 NJ0888'TO REACH FROM DUBUQUE, FOLLOW THE ROAD TOWARD ST. DONATUS
 NJ0888'SOUTHEAST ABOUT 10 MILES TO ST. CATHERINES CHURCH, KEEP THE
 NJ0888'LEFT FORK, WHICH LEADS DUE EAST, 1.6 MILES TO A FENCE CORNER
 NJ0888'OF LEFT SIDE OF ROAD.  THERE IS A LARGE PILE OF WOOD ON SOUTH
 NJ0888'SIDE OF ROAD, FOLLOW FENCE LINE NORTH ABOUT 100 METERS TO
 NJ0888'STATION.
 NJ0888'
 NJ0888'MARK IS IRON PIPE, CAPPED, IN GOOD CONDITION, PROTRUDING ABOUT
 NJ0888'14 INCHES ABOVE GROUND, LOCATED ON HIGHEST HILL IN VICINITY,
 NJ0888'IN OPEN AREA, ONE METER WEST OF NORTH-AND-SOUTH WIRE FENCE
 NJ0888'SEPARATING CULTIVATED FIELDS IN LINE OF YOUNG OAK AND CHERRY
 NJ0888'TREES, AND ABOUT 105 METERS NORTH OF CENTERLINE OF DIRT GRADED
 NJ0888'ROAD.
 NJ0888'
 NJ0888'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 NJ0888
 NJ0888                          STATION RECOVERY (1952)
 NJ0888
 NJ0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWQ)
 NJ0888'DESCRIPTION ADEQUATE.  THE IRON PIPE SHOWS SIGNS OF EXTREME
 NJ0888'WEATHERING.
 NJ0888
 NJ0888                          STATION RECOVERY (1957)
 NJ0888
 NJ0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 NJ0888'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 NJ0888'FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 NJ0888'ADEQUATE FOR RECOVERY.
 NJ0888
 NJ0888                          STATION RECOVERY (1996)
 NJ0888
 NJ0888'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NJ0888'RECOVERED AS DESCRIBED.  THE STATION IS LOCATED 14.5 FT (4.4 M) EAST
 NJ0888'OF THE EAST EDGE OF PAVEMENT OF A PRIVATE ENTRANCE TO THE NORTH, 15 FT
 NJ0888'(4.6 M) SOUTHWEST OF A POWER POLE, AND 6 FT (1.8 M) SOUTHWEST OF A
 NJ0888'POWER POLE.
 NJ0888
 NJ0888                          STATION RECOVERY (2006)
 NJ0888
 NJ0888'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0888'AS DESCRIBED IN 1996, EXCEPT PIPE NOW PROTRUDES ABOUT 2 FEET.
 NJ0888'DRIVEWAY IS AT 3767 ST. CATHERINE RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0703 ***********************************************************************
 NK0703  DESIGNATION -  HUBBARD EAST BASE
 NK0703  PID         -  NK0703
 NK0703  STATE/COUNTY-  IA/STORY
 NK0703  USGS QUAD   -  ZEARING (1975)
 NK0703
 NK0703                         *CURRENT SURVEY CONTROL
 NK0703  ___________________________________________________________________
 NK0703* NAD 83(1996)-  42 11 16.12891(N)    093 15 02.28896(W)     ADJUSTED  
 NK0703* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 NK0703  ___________________________________________________________________
 NK0703  LAPLACE CORR-         -12.54  (seconds)                    DEFLEC99
 NK0703  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 NK0703
 NK0703  HORZ ORDER  -  FIRST
 NK0703
 NK0703.The horizontal coordinates were established by classical geodetic methods
 NK0703.and adjusted by the National Geodetic Survey in May 1999..
 NK0703
 NK0703.The orthometric height was scaled from a topographic map.
 NK0703
 NK0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0703
 NK0703.The geoid height was determined by GEOID03.
 NK0703
 NK0703;                    North         East     Units Scale Factor Converg.
 NK0703;SPC IA N     - 1,076,430.120 1,520,598.711   MT  0.99998022   +0 10 08.4
 NK0703;UTM  15      - 4,670,659.694   479,304.080   MT  0.99960527   -0 10 05.9
 NK0703
 NK0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0703!SPC IA N     -   0.99995367  x   0.99998022  =   0.99993389
 NK0703!UTM  15      -   0.99995367  x   0.99960527  =   0.99955896
 NK0703
 NK0703|---------------------------------------------------------------------|
 NK0703| PID    Reference Object                     Distance      Geod. Az  |
 NK0703|                                                           dddmmss.s |
 NK0703| CI5725 HUBBARD EAST BASE RM 3               14.032 METERS 18006     |
 NK0703| NK0705 HUBBARD EAST BASE AZ MK             APPROX. 0.8 KM 1813752.2 |
 NK0703| NK0702 ZEARING WATER TANK                  APPROX. 4.6 KM 2361333.6 |
 NK0703| CI5726 HUBBARD EAST BASE RM 4               31.230 METERS 26729     |
 NK0703|---------------------------------------------------------------------|
 NK0703
 NK0703                          SUPERSEDED SURVEY CONTROL
 NK0703
 NK0703  NAD 83(1986)-  42 11 16.13302(N)    093 15 02.28790(W) AD(       ) 1
 NK0703  NAD 27      -  42 11 16.18300(N)    093 15 01.55200(W) AD(       ) 1
 NK0703
 NK0703.Superseded values are not recommended for survey control.
 NK0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0703.See file dsdata.txt to determine how the superseded data were derived.
 NK0703
 NK0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG7930470660(NAD 83)
 NK0703_MARKER: DS = TRIANGULATION STATION DISK
 NK0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0703_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0703
 NK0703  HISTORY     - Date     Condition        Report By
 NK0703  HISTORY     - 1926     MONUMENTED       CGS
 NK0703  HISTORY     - 1928     GOOD             CGS
 NK0703  HISTORY     - 1931     GOOD             CGS
 NK0703  HISTORY     - 1934     GOOD             IOWAGS
 NK0703  HISTORY     - 1935     GOOD             CGS
 NK0703  HISTORY     - 1935     GOOD             IOWAGS
 NK0703  HISTORY     - 1978     GOOD             NGS
 NK0703
 NK0703                          STATION DESCRIPTION
 NK0703
 NK0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HWH)
 NK0703'ABOUT 8 MILES SOUTH AND 2 MILES EAST OF TOWN OF HUBBARD, 2
 NK0703'MILES NORTH AND 2-1/2 MILES EAST OF ZEARING, 3 MILES EAST OF
 NK0703'STATE HIGHWAY 1, NEAR THE WEST SIDE CENTER OF SEC. 12, T. 85
 NK0703'N., R. 21 W., IN THE SOUTHWEST CORNER OF THE NORTHWEST 1/4
 NK0703'OF SAID SECTION, ON LAND OWNED BY MR. G.W. ARRASMITH.  STATION
 NK0703'IS 1 FOOT BELOW SURFACE OF GROUND AND ABOUT 1/4 MILE WEST OF
 NK0703'FARMHOUSE.
 NK0703'
 NK0703'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NK0703'DISKS SET IN CONCRETE.
 NK0703'
 NK0703'REFERENCE MARK NO. 1 IS 4 INCHES ABOVE SURFACE OF GROUND,
 NK0703'1 FOOT ON NORTHEAST SIDE OF INTERSECTION OF FENCE LINES, 10
 NK0703'YARDS EAST FROM CENTER OF ROAD.
 NK0703'
 NK0703'REFERENCE MARK NO. 2 IS 4 INCHES ABOVE SURFACE OF GROUND,
 NK0703'1 FOOT ON EAST SIDE OF FENCE PARALLEL TO ROAD, 10 YARDS EAST
 NK0703'FROM CENTER OF ROAD.
 NK0703'
 NK0703'HEIGHT OF SIGNAL ABOVE STATION MARK - 24.25 METERS.
 NK0703
 NK0703                          STATION RECOVERY (1928)
 NK0703
 NK0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (EOH)
 NK0703'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION, AS PER
 NK0703'ORIGINAL DESCRIPTION.
 NK0703
 NK0703                          STATION RECOVERY (1931)
 NK0703
 NK0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RGA)
 NK0703'STATION AND MARKS IN GOOD CONDITION.
 NK0703'
 NK0703'TRIANGULATION STATION IS 4 INCHES ABOVE SURFACE OF THE GROUND
 NK0703'INSTEAD OF 1 FOOT BELOW.
 NK0703
 NK0703                          STATION RECOVERY (1934)
 NK0703
 NK0703'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 NK0703'ALL MARKS ARE IN GOOD CONDITION.
 NK0703'
 NK0703'DESCRIPTION OF STATION SHOULD READ, - - - -, 3 MILES EAST OF
 NK0703'U.S. HIGHWAY 65 - - - - -.  STATION IS 4 INCHES ABOVE THE
 NK0703'SURFACE OF THE GROUND, ABOUT 1/4 MILE SOUTH OF THE FARMHOUSE,
 NK0703'ABOUT 48 FEET NORTH OF THE EAST-WEST FENCE ON THE CENTER
 NK0703'LINE OF SECTION 12 - - - - - - -.
 NK0703'
 NK0703'REFERENCE MARK NO. 1 IS 4 INCHES ABOVE SURFACE OF GROUND,
 NK0703'1 FOOT EAST OF THE EAST ROAD FENCE AND 1 FOOT NORTH OF THE
 NK0703'FENCE ON THE CENTER LINE OF SECTION 12.
 NK0703'
 NK0703'REFERENCE MARK NO. 2 IS 4 INCHES ABOVE THE SURFACE OF THE GROUND,
 NK0703'1 FOOT EAST OF THE EAST ROAD FENCE AND 254.5 FEET NORTH OF
 NK0703'REFERENCE MARK NO. 1.
 NK0703
 NK0703                          STATION RECOVERY (1935)
 NK0703
 NK0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GOW)
 NK0703'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AND THE
 NK0703'ORIGINAL DESCRIPTION IS ADEQUATE.
 NK0703
 NK0703                          STATION RECOVERY (1935)
 NK0703
 NK0703'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1935
 NK0703'THE STATION WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 NK0703'THE REFERENCE MARKS WERE RECOVERED.
 NK0703
 NK0703                          STATION RECOVERY (1978)
 NK0703
 NK0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NK0703'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 NK0703'WERE SEARCHED FOR BUT HAVE BEEN DESTROYED DURING WIDENING OF THE ROAD
 NK0703'ACCORDING TO MR. CRAIN WHOSE FATHER OWNED THE PROPERTY.  THERE WAS NO
 NK0703'PREVIOUS AZIMUTH MARK.  REFERENCE MARKS 3 AND 4 AND AN AZIMUTH MARK
 NK0703'WERE ESTABLISHED.  FOLLOWING IS A NEW DESCRIPTION.
 NK0703'
 NK0703'STATION IS ABOUT 9 MILES SOUTH-SOUTHEAST OF HUBBARD, 3 MILES EAST OF
 NK0703'U.S. HIGHWAY 65, 2-3/4 MILES NORTHEAST OF ZEARING, IN THE SOUTHWEST
 NK0703'1/4 CORNER OF SECTION 12, T 85 N, R 21 W, AND ON PROPERTY OWNED BY THE
 NK0703'ESTATE OF H.H. CRAIN OF ZEARING.
 NK0703'
 NK0703'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE
 NK0703'HIGHWAY 317 AT THE WEST EDGE OF ZEARING, GO NORTH ON HIGHWAY 65 FOR
 NK0703'0.2 MILE TO A PAVED CROSSROAD, TURN RIGHT AND GO EAST FOR 3.0 MILES TO
 NK0703'A GRAVELED CROSSROAD.  TURN LEFT AND GO NORTH FOR 1.6 MILES TO THE
 NK0703'STATION ON THE RIGHT AT THE CREST OF THE HILL.
 NK0703'
 NK0703'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
 NK0703'ROAD FOR 0.55 MILE TO A CROSSROAD AND THE MARK ON THE LEFT IN THE
 NK0703'SOUTHEAST ANGLE OF THE INTERSECTION.
 NK0703'
 NK0703'STATION MARK IS A STANDARD DISK, STAMPED---E BASE 1926---SET IN THE
 NK0703'TOP OF A 16-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 NK0703'GROUND.  IT IS 135.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 110.3
 NK0703'FEET EAST-NORTHEAST OF THE JUNCTION OF A NORTH/SOUTH FENCE AND A FENCE
 NK0703'LEADING EAST AND 47.0 FEET NORTH OF THE EAST/WEST FENCE.  UNDERGROUND
 NK0703'MARK WAS NOT INSPECTED.
 NK0703'
 NK0703'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---HUBBARD EAST BASE 1926
 NK0703'NO 3 1978---SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT
 NK0703'PROJECTS 6 INCHES.  IT IS 134.5 FEET EAST OF THE CENTERLINE OF THE
 NK0703'ROAD, 1.0 FOOT NORTH OF THE EAST/WEST FENCE AND ABOUT 2 FEET LOWER
 NK0703'THAN THE STATION.
 NK0703'
 NK0703'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---HUBBARD EAST BASE 1926
 NK0703'NO 4 1978---SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT
 NK0703'PROJECTS 3 INCHES.  IT IS 41.7 FEET NORTH OF THE FENCE CORNER, 33.5
 NK0703'FEET EAST OF THE CENTERLINE OF THE ROAD, 1.0 FOOT NORTH OF A WITNESS
 NK0703'POST, 0.5 FOOT WEST OF THE FENCE AND ABOUT 1-1/2 FEET LOWER THAN THE
 NK0703'STATION.
 NK0703'
 NK0703'AZIMUTH MARK IS A STANDARD DISK, STAMPED---HUBBARD EAST BASE 1926
 NK0703'1978---SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS
 NK0703'4 INCHES.  IT IS 36.0 FEET EAST OF THE CENTERLINE OF THE NORTH/SOUTH
 NK0703'ROAD, 32.0 FEET SOUTH OF THE CENTERLINE OF THE EAST/WEST ROAD, 2.0
 NK0703'FEET WEST OF A WITNESS POST AND 1.5 FEET EAST OF A POWERLINE JUNCTION
 NK0703'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0718 ***********************************************************************
 NK0718  DESIGNATION -  HUBBARD WATER TANK
 NK0718  PID         -  NK0718
 NK0718  STATE/COUNTY-  IA/HARDIN
 NK0718  USGS QUAD   -  HUBBARD (1979)
 NK0718
 NK0718                         *CURRENT SURVEY CONTROL
 NK0718  ___________________________________________________________________
 NK0718* NAD 83(1996)-  42 18 21.24545(N)    093 17 45.58924(W)     ADJUSTED  
 NK0718* NAVD 88     -                                                        
 NK0718  ___________________________________________________________________
 NK0718  LAPLACE CORR-         -16.99  (seconds)                    DEFLEC99
 NK0718  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 NK0718
 NK0718  HORZ ORDER  -  THIRD
 NK0718
 NK0718.The horizontal coordinates were established by classical geodetic methods
 NK0718.and adjusted by the National Geodetic Survey in May 1999..
 NK0718
 NK0718
 NK0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0718
 NK0718.The geoid height was determined by GEOID03.
 NK0718
 NK0718;                    North         East     Units Scale Factor Converg.
 NK0718;SPC IA N     - 1,089,536.652 1,516,820.009   MT  0.99996519   +0 08 17.7
 NK0718;UTM  15      - 4,683,783.444   475,603.979   MT  0.99960732   -0 11 57.2
 NK0718
 NK0718                          SUPERSEDED SURVEY CONTROL
 NK0718
 NK0718  NAD 83(1996)-  42 18 21.24928(N)    093 17 45.59048(W) AD(       ) 4
 NK0718  NAD 83(1986)-  42 18 21.24857(N)    093 17 45.58479(W) AD(       ) 4
 NK0718  NAD 27      -  42 18 21.30400(N)    093 17 44.87000(W) AD(       ) 3
 NK0718
 NK0718.Superseded values are not recommended for survey control.
 NK0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0718.See file dsdata.txt to determine how the superseded data were derived.
 NK0718
 NK0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG7560483783(NAD 83)
 NK0718_MARKER: 51 = TANK
 NK0718
 NK0718  HISTORY     - Date     Condition        Report By
 NK0718  HISTORY     - 1926     FIRST OBSERVED   CGS
 NK0718  HISTORY     - 1978     GOOD             NGS
 NK0718
 NK0718                          STATION DESCRIPTION
 NK0718
 NK0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NK0718'THE STATION, HUBBARD TANK, STILL EXISTS.  THERE IS NO PREVIOUS
 NK0718'DESCRIPTION.  THE STATION IS THE TOP CENTER OF THE BALL OF AN ELEVATED
 NK0718'WATER TANK WHICH HAS A CONICAL TOP, IS SUPPORTED BY FOUR I BEAM LEGS,
 NK0718'AND HAS AN OVERALL HEIGHT OF ABOUT 100 FEET AND HAS A CAPACITY OF
 NK0718'30,000 GALLONS.  ANOTHER WATER TANK SUPPORTED BY FOUR LATTICE TYPE
 NK0718'LEGS AND IS ABOUT THE SAME HEIGHT AS THE STATION IS LOCATED
 NK0718'IMMEDIATELY WEST OF THE STATION, HOWEVER, THIS TANK HAS A CAPACITY OF
 NK0718'60,000 GALLONS AND WAS NOT ERECTED UNTIL 1950.  STATION IS LOCATED IN
 NK0718'HUBBARD IN THE NORTHWEST ANGLE OF THE INTERSECTION OF IOWA AND MAPLE
 NK0718'STREETS, 50 YARDS NORTH OF IOWA STREET AND 50 FEET WEST OF MAPLE
 NK0718'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0704 ***********************************************************************
 NK0704  CBN         -  This is a Cooperative Base Network Control Station.
 NK0704  DESIGNATION -  HUBBARD WEST BASE
 NK0704  PID         -  NK0704
 NK0704  STATE/COUNTY-  IA/STORY
 NK0704  USGS QUAD   -  ZEARING (1975)
 NK0704
 NK0704                         *CURRENT SURVEY CONTROL
 NK0704  ___________________________________________________________________
 NK0704* NAD 83(1996)-  42 11 17.95867(N)    093 21 58.33355(W)     ADJUSTED  
 NK0704* NAVD 88     -       350.3    (meters)    1149.     (feet)  GPS OBS   
 NK0704  ___________________________________________________________________
 NK0704  X           -    -277,922.715 (meters)                     COMP
 NK0704  Y           -  -4,725,047.556 (meters)                     COMP
 NK0704  Z           -   4,261,340.997 (meters)                     COMP
 NK0704  LAPLACE CORR-         -15.12  (seconds)                    DEFLEC99
 NK0704  ELLIP HEIGHT-         320.42  (meters)          (06/15/04) GPS OBS
 NK0704  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 NK0704
 NK0704  HORZ ORDER  -  B
 NK0704  ELLP ORDER  -  FOURTH    CLASS I
 NK0704
 NK0704.The horizontal coordinates were established by GPS observations
 NK0704.and adjusted by the National Geodetic Survey in August 1997..
 NK0704
 NK0704.The orthometric height was determined by GPS observations and a
 NK0704.high-resolution geoid model.
 NK0704
 NK0704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0704
 NK0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0704
 NK0704.The ellipsoidal height was determined by GPS observations
 NK0704.and is referenced to NAD 83.
 NK0704
 NK0704.The geoid height was determined by GEOID03.
 NK0704
 NK0704;                    North         East     Units Scale Factor Converg.
 NK0704;SPC IA N     - 1,076,464.941 1,511,052.151   MT  0.99998014   +0 05 26.4
 NK0704;UTM  15      - 4,670,750.626   469,761.442   MT  0.99961125   -0 14 45.4
 NK0704
 NK0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0704!SPC IA N     -   0.99994975  x   0.99998014  =   0.99992989
 NK0704!UTM  15      -   0.99994975  x   0.99961125  =   0.99956102
 NK0704
 NK0704:                Primary Azimuth Mark                     Grid Az
 NK0704:SPC IA N     -  HUBBARD WATER TANK                       023 48 34.4
 NK0704:UTM  15      -  HUBBARD WATER TANK                       024 08 46.2
 NK0704
 NK0704|---------------------------------------------------------------------|
 NK0704| PID    Reference Object                     Distance      Geod. Az  |
 NK0704|                                                           dddmmss.s |
 NK0704| NK0718 HUBBARD WATER TANK                  APPROX.14.3 KM 0235400.8 |
 NK0704| NK0703 HUBBARD EAST BASE                   APPROX. 9.5 KM 0901800.1 |
 NK0704| NK0702 ZEARING WATER TANK                  APPROX. 6.3 KM 1142315.8 |
 NK0704| NK0707 COLO WATER TANK                     APPROX.19.4 KM 1670014.7 |
 NK0704| NK0712 NEVADA MUNICIPAL TANK               APPROX.19.5 KM 2005337.9 |
 NK0704| NK0708 NEVADA STORY COUNTY COURTHOUSE      APPROX.20.0 KM 2010109.9 |
 NK0704| NK0709 NEVADA POWER PLANT CHIMNEY          APPROX.20.6 KM 2015313.3 |
 NK0704| NK0715 GARDEN CITY CHURCH STEEPLE          APPROX. 7.0 KM 3382802.0 |
 NK0704| NK0716 GARDEN CITY LARGE CHIMNEY           APPROX. 6.9 KM 3383846.9 |
 NK0704| NK0713 GARDEN CITY S ELEV WEST GABLE       APPROX. 6.7 KM 3391217.9 |
 NK0704| NK0714 GARDEN CITY N ELEV WEST GABLE       APPROX. 6.9 KM 3394657.3 |
 NK0704|---------------------------------------------------------------------|
 NK0704
 NK0704                          SUPERSEDED SURVEY CONTROL
 NK0704
 NK0704  ELLIP H (08/25/97)  320.46   (m)                       GP(       ) 4 1
 NK0704  NAD 83(1986)-  42 11 17.96422(N)    093 21 58.33233(W) AD(       ) 1
 NK0704  NAD 27      -  42 11 18.01300(N)    093 21 57.58300(W) AD(       ) 1
 NK0704  NGVD 29 (07/09/90)  350.3    (m)         1149.     (f) GPS OBS        
 NK0704
 NK0704.Superseded values are not recommended for survey control.
 NK0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0704.See file dsdata.txt to determine how the superseded data were derived.
 NK0704
 NK0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG6976170751(NAD 83)
 NK0704_MARKER: DS = TRIANGULATION STATION DISK
 NK0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0704_SP_SET: CONCRETE POST
 NK0704_STAMPING: W. BASE 1926
 NK0704_MARK LOGO: CGS   
 NK0704_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0704+STABILITY: SURFACE MOTION
 NK0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0704+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1989
 NK0704
 NK0704  HISTORY     - Date     Condition        Report By
 NK0704  HISTORY     - 1926     MONUMENTED       CGS
 NK0704  HISTORY     - 1926     GOOD             CGS
 NK0704  HISTORY     - 1934     GOOD             IOWAGS
 NK0704  HISTORY     - 1935     GOOD             IOWAGS
 NK0704  HISTORY     - 19890812 GOOD             NGS
 NK0704  HISTORY     - 19950612 GOOD             IADT
 NK0704
 NK0704                          STATION DESCRIPTION
 NK0704
 NK0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HWH)
 NK0704'STATION IS ABOUT 1-1/2 MILES EAST AND 1-1/2 MILES NORTH OF THE
 NK0704'TOWN OF MC CALLSBURG, IOWA, NEAR THE WEST SIDE CENTER OF SEC.
 NK0704'12, T. 85 N., R. 22 W., ON LAND OWNED AND OCCUPIED BY MR.
 NK0704'O.O. OSE.  IT IS ON THE EAST SIDE OF THE ROAD AT THE FENCE
 NK0704'LINE, ABOUT 15 METERS NORTH OF THE FENCE LINE ON THE HALF-SECTION
 NK0704'LINE RUNNING EAST AND WEST.  THERE ARE SEVERAL OAK TREES
 NK0704'ON THE OPPOSITE SIDE OF THE ROAD FROM THE STATION, THESE
 NK0704'BEING THE ONLY TREES ALONGSIDE THE ROAD IN THIS VICINITY.
 NK0704'
 NK0704'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NK0704'DISKS SET IN CONCRETE.
 NK0704'
 NK0704'REFERENCE MARK NO. 1 IS AT THE INTERSECTION OF THE FENCES ON
 NK0704'THE EAST SIDE OF THE ROAD AND THE FENCE ON THE HALF-SECTION
 NK0704'LINE SOUTH OF THE STATION.
 NK0704'
 NK0704'REFERENCE MARK NO. 2 IS ON THE WEST SIDE OF THE ROAD AT THE
 NK0704'INTERSECTION OF THE WEST FENCE LINE OF THE ROAD AND THE FENCE
 NK0704'LINE ON THE HALF-SECTION LINE.  IT IS ABOUT 8 METERS SOUTH
 NK0704'OF THE SOUTHERN ONE OF SEVERAL OAK TREES ON THE WEST SIDE OF THE
 NK0704'ROAD.
 NK0704'
 NK0704'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE THE SURFACE.
 NK0704'
 NK0704'HEIGHT OF SIGNAL ABOVE STATION MARK - 24 METERS.
 NK0704
 NK0704                          STATION RECOVERY (1926)
 NK0704
 NK0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926
 NK0704'RECOVERED IN GOOD CONDITION.
 NK0704
 NK0704                          STATION RECOVERY (1934)
 NK0704
 NK0704'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 NK0704'ORIGINAL DESCRIPTION THE SAME EXCEPT THAT THE STATION NOW
 NK0704'PROJECTS 4 INCHES ABOVE THE GROUND AND THE OAK TREES ARE GONE.
 NK0704
 NK0704                          STATION RECOVERY (1935)
 NK0704
 NK0704'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1935
 NK0704'THE STATION WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 NK0704'THE REFERENCE MARKS WERE RECOVERED.
 NK0704
 NK0704                          STATION RECOVERY (1989)
 NK0704
 NK0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NK0704'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF ZEARING,
 NK0704'3.0 KM (1.85 MI) NORTHEAST OF MCCALLSBURG AND ON THE EAST SIDE OF A
 NK0704'DIRT ROAD ON A HIGH CUT BANK.  OWNERSHIP--DEPARTMENT OF
 NK0704'TRANSPORTATION, 800 LINCOLN WAY, AMES, IA 50010, PHONE (319) 239-1101.
 NK0704'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 65 AND COUNTY
 NK0704'ROAD E 18, ABOUT 0.8 KM (0.50 MI) WEST OF ZEARING, GO WEST ON COUNTY
 NK0704'ROAD E 18 FOR 4.8 KM (3.00 MI) TO THE INTERSECTION OF A GRAVEL ROAD.
 NK0704'TURN RIGHT, NORTH, ON THE GRAVEL AND DIRT ROAD FOR 2.45 KM (1.50 MI)
 NK0704'TO THE STATION ON THE RIGHT ON THE WEST SIDE OF A WIRE FENCE.
 NK0704'THE STATION IS A STANDARD CGS HORIZONTAL STATION MARK DISK.  LOCATED
 NK0704'15.3 M (50.2 FT) NORTH OF THE SOUTHWEST CORNER POST OF THE FENCE, 8.5
 NK0704'M (27.9 FT) EAST OF THE CENTER OF THE ROAD AND ABOUT 1.0 M (3.3 FT)
 NK0704'HIGHER THAN THE ROAD, 0.8 M (2.6 FT) WEST OF THE WIRE FENCE AND 0.4 M
 NK0704'(1.3 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 NK0704'DESCRIBED BY M. L. MCCREADY.
 NK0704
 NK0704                          STATION RECOVERY (1995)
 NK0704
 NK0704'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1995 (YAO)
 NK0704'RECOVERED AS DESCRIBED.  LOCATED NEAR THE WEST 1/4 CORNER OF SECTION
 NK0704'12, T 85 N, R 22 W, 0.6 M (2.0 FT) WEST OF A PINK STATE HARN SURVEY
 NK0704'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0584 ***********************************************************************
 NK0584  CBN         -  This is a Cooperative Base Network Control Station.
 NK0584  DESIGNATION -  HUDSON
 NK0584  PID         -  NK0584
 NK0584  STATE/COUNTY-  IA/BLACK HAWK
 NK0584  USGS QUAD   -  HUDSON (1972)
 NK0584
 NK0584                         *CURRENT SURVEY CONTROL
 NK0584  ___________________________________________________________________
 NK0584* NAD 83(1996)-  42 25 46.22168(N)    092 27 56.61725(W)     ADJUSTED  
 NK0584* NAVD 88     -       291.6    (meters)     957.     (feet)  GPS OBS   
 NK0584  ___________________________________________________________________
 NK0584  X           -    -202,853.474 (meters)                     COMP
 NK0584  Y           -  -4,710,769.629 (meters)                     COMP
 NK0584  Z           -   4,281,113.633 (meters)                     COMP
 NK0584  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 NK0584  ELLIP HEIGHT-         260.13  (meters)          (06/15/04) GPS OBS
 NK0584  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NK0584
 NK0584  HORZ ORDER  -  B
 NK0584  ELLP ORDER  -  FOURTH    CLASS I
 NK0584
 NK0584.The horizontal coordinates were established by GPS observations
 NK0584.and adjusted by the National Geodetic Survey in August 1997..
 NK0584
 NK0584.The orthometric height was determined by GPS observations and a
 NK0584.high-resolution geoid model.
 NK0584
 NK0584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0584
 NK0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0584
 NK0584.The ellipsoidal height was determined by GPS observations
 NK0584.and is referenced to NAD 83.
 NK0584
 NK0584.The geoid height was determined by GEOID03.
 NK0584
 NK0584;                    North         East     Units Scale Factor Converg.
 NK0584;SPC IA N     - 1,103,766.449 1,585,105.610   MT  0.99995396   +0 42 03.5
 NK0584;UTM  15      - 4,697,603.826   543,948.481   MT  0.99962376   +0 21 37.7
 NK0584
 NK0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0584!SPC IA N     -   0.99995920  x   0.99995396  =   0.99991317
 NK0584!UTM  15      -   0.99995920  x   0.99962376  =   0.99958298
 NK0584
 NK0584:                Primary Azimuth Mark                     Grid Az
 NK0584:SPC IA N     -  REBAR 1056                               072 59 05.6
 NK0584:UTM  15      -  REBAR 1056                               073 19 31.4
 NK0584
 NK0584|---------------------------------------------------------------------|
 NK0584| PID    Reference Object                     Distance      Geod. Az  |
 NK0584|                                                           dddmmss.s |
 NK0584| NK0581 REBAR 1056                          APPROX. 7.7 KM 0734109.1 |
 NK0584| CI5727 HUDSON MWT                                         1622349.0 |
 NK0584| CI5728 HUDSON RM 1                           9.036 METERS 18140     |
 NK0584| CI5729 HUDSON RM 2                           9.880 METERS 35700     |
 NK0584|---------------------------------------------------------------------|
 NK0584
 NK0584                          SUPERSEDED SURVEY CONTROL
 NK0584
 NK0584  ELLIP H (08/25/97)  260.17   (m)                       GP(       ) 4 1
 NK0584  NAD 83(1986)-  42 25 46.21792(N)    092 27 56.61021(W) AD(       ) 2
 NK0584  NAD 27      -  42 25 46.26527(N)    092 27 55.92763(W) AD(       ) 2
 NK0584  NGVD 29 (07/19/86)  291.9    (m)          958.     (f) VERT ANG       
 NK0584
 NK0584.Superseded values are not recommended for survey control.
 NK0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0584.See file dsdata.txt to determine how the superseded data were derived.
 NK0584
 NK0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4394897604(NAD 83)
 NK0584_MARKER: DD = SURVEY DISK
 NK0584_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 NK0584_STAMPING: HUDSON 1970
 NK0584_MARK LOGO: USGS  
 NK0584_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0584+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1996
 NK0584
 NK0584  HISTORY     - Date     Condition        Report By
 NK0584  HISTORY     - 1970     MONUMENTED       USGS
 NK0584  HISTORY     - 19960919 GOOD             IADT
 NK0584
 NK0584                          STATION DESCRIPTION
 NK0584
 NK0584'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0584'THE STATION IS ABOUT 1.6 MI NNW. OF HUDSON, ABOUT 400 FT N. OF
 NK0584'THE QUARTER COR. BETWEEN SECS. 15 AND 22, T. 88 N., R. 14 W., ON A
 NK0584'HIGH CUT BANK ALONG ST. HWY. 58.
 NK0584'
 NK0584'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HUDSON, GO
 NK0584'SW. ON ELDORA RD. FOR ABOUT 0.25 MI TO THE JCT. WITH ST. HWY. 58,
 NK0584'TURN RIGHT AND FOLLOW ST. HWY. 58 GENERALLY N. FOR 1.8 MI TO A
 NK0584'CROSSROAD, CONTINUE N. FOR ABOUT 400 FT TO A HIGH CUT BANK ON THE
 NK0584'RIGHT AND THE STATION ON TOP.
 NK0584'
 NK0584'STATION MARK, STAMPED ET HUDSON 1970 IS 421 FT N. AND 58 FT
 NK0584'E. CENTER CROSSROADS, 1.5 FT W. OF WITNESS POST AND THE
 NK0584'E. RIGHT-OF-WAY FENCE.
 NK0584'
 NK0584'REFERENCE MARK NO. 1, STAMPED HUDSON NO 1 1970 IS 56 FT E. CENTER
 NK0584'HWY. AND 2.3 FT W. OF THE E. RIGHT-OF-WAY FENCE.  REFERENCE MARK
 NK0584'NO. 1 IS S. OF THE STATION.
 NK0584'
 NK0584'REFERENCE MARK NO. 2, STAMPED HUDSON NO 2 1970 IS N. OF THE
 NK0584'STATION, 56 FT E. CENTER HWY. AND 3.1 FT W. OF THE E. RIGHT-OF-WAY
 NK0584'FENCE.
 NK0584'
 NK0584'ALL MARKS ARE SET FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 NK0584'ON 1/2 IN. COPPER COATED RODS CENTERED IN 6 IN. DIAMETER TILE
 NK0584'12 IN. LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAPS.
 NK0584'
 NK0584'NO AZIMUTH MARK WAS SET.
 NK0584'
 NK0584'REFERENCE AZIMUTH USED - HUDSON MWT.  STATION IS FINIAL OF THE
 NK0584'HUDSON MWT LOCATED ABOUT 110 FT N. AND ABOUT 80 FT W. OF
 NK0584'INTERSECTION OF WASHINGTON STREET AND 1ST STREET IN HUDSON.  THE
 NK0584'TANK IS SUPPORTED BY 5 ROUND LEGS.  THE TANK IS PAINTED BLUE WITH
 NK0584'HUDSON ON THE SE. AND W. SIDES.  BUILT IN 1969, T. 88 N., R. 14
 NK0584'W., IN THE SW. QUARTER OF SEC. 26.
 NK0584'
 NK0584'STANDARD BRACED TRIPOD USED.
 NK0584
 NK0584                          STATION RECOVERY (1996)
 NK0584
 NK0584'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 NK0584'RECOVERED IN 1996 BY IOWA DOT.  THE STATION IS LOCATED NORTH OF THE
 NK0584'1/4 CORNER BETWEEN SECS.  15 AND 22, T 88 N, R 14 W, ON A HIGH BANK
 NK0584'ALONG STATE HWY 58.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 NK0584'HWY 58 AND U.S.  HWY 20 ON THE SOUTH SIDE OF CEDAR FALLS, GO SOUTH ON
 NK0584'STATE HWY 58 FOR 2.4 MI (3.9 KM) TO THE STATION ON THE LEFT, EAST SIDE
 NK0584'OF STATE HWY 58, ON A HIGH BANK.  THE MONUMENT IS 0.4 M (1.3 FT) WEST
 NK0584'OF A WHITE METAL WITNESS POST, 0.6 M (2.0 FT) NORTH OF A PINK STATE
 NK0584'HARN SURVEY SIGN, AND APPROX.  23 M (75.5 FT) SOUTH OF HIGHWAY STATION
 NK0584'MARKER NO.  890.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0603 ***********************************************************************
 OQ0603  DESIGNATION -  HULL
 OQ0603  PID         -  OQ0603
 OQ0603  STATE/COUNTY-  IA/SIOUX
 OQ0603  USGS QUAD   -  BOYDEN (1964)
 OQ0603
 OQ0603                         *CURRENT SURVEY CONTROL
 OQ0603  ___________________________________________________________________
 OQ0603* NAD 83(1996)-  43 11 09.90233(N)    096 03 43.30267(W)     ADJUSTED  
 OQ0603* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 OQ0603  ___________________________________________________________________
 OQ0603  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 OQ0603  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 OQ0603
 OQ0603  HORZ ORDER  -  THIRD
 OQ0603
 OQ0603.The horizontal coordinates were established by classical geodetic methods
 OQ0603.and adjusted by the National Geodetic Survey in May 1999..
 OQ0603
 OQ0603.The orthometric height was scaled from a topographic map.
 OQ0603
 OQ0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0603
 OQ0603.The geoid height was determined by GEOID03.
 OQ0603
 OQ0603;                    North         East     Units Scale Factor Converg.
 OQ0603;SPC IA N     - 1,190,445.346 1,291,755.995   MT  0.99998627   -1 44 11.0
 OQ0603;UTM  14      - 4,785,670.569   738,752.071   MT  1.00030127   +2 00 41.8
 OQ0603;UTM  15      - 4,786,032.175   251,165.921   MT  1.00036176   -2 05 47.9
 OQ0603
 OQ0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0603!SPC IA N     -   0.99993609  x   0.99998627  =   0.99992236
 OQ0603!UTM  14      -   0.99993609  x   1.00030127  =   1.00023734
 OQ0603!UTM  15      -   0.99993609  x   1.00036176  =   1.00029782
 OQ0603
 OQ0603|---------------------------------------------------------------------|
 OQ0603| PID    Reference Object                     Distance      Geod. Az  |
 OQ0603|                                                           dddmmss.s |
 OQ0603| CO3735 HULL RM 1                            33.708 METERS 02859     |
 OQ0603| CO3736 HULL RM 2                            34.147 METERS 26932     |
 OQ0603| CO3734 HULL AZ MK                                         2713416.3 |
 OQ0603| OQ0610 HULL MUNICIPAL TANK                 APPROX. 5.8 KM 2744744.8 |
 OQ0603|---------------------------------------------------------------------|
 OQ0603
 OQ0603                          SUPERSEDED SURVEY CONTROL
 OQ0603
 OQ0603  NAD 83(1996)-  43 11 09.90233(N)    096 03 43.30267(W) AD(       ) 3
 OQ0603  NAD 83(1996)-  43 11 09.90154(N)    096 03 43.30008(W) AD(       ) 3
 OQ0603  NAD 83(1996)-  43 11 09.90084(N)    096 03 43.29704(W) AD(       ) 3
 OQ0603  NAD 83(1986)-  43 11 09.90280(N)    096 03 43.29250(W) AD(       ) 3
 OQ0603  NAD 27      -  43 11 09.97700(N)    096 03 42.22300(W) AD(       ) 3
 OQ0603
 OQ0603.Superseded values are not recommended for survey control.
 OQ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0603.See file dsdata.txt to determine how the superseded data were derived.
 OQ0603
 OQ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3875285671(NAD 83)
 OQ0603_MARKER: DS = TRIANGULATION STATION DISK
 OQ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0603
 OQ0603  HISTORY     - Date     Condition        Report By
 OQ0603  HISTORY     - 1949     MONUMENTED       CGS
 OQ0603
 OQ0603                          STATION DESCRIPTION
 OQ0603
 OQ0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0603'THE STATION IS LOCATED ABOUT 4.0 MILES EAST OF HULL, ALONG
 OQ0603'THE SOUTH SIDE OF U.S. HIGHWAY 18.  IT IS 49 FEET SOUTH OF THE
 OQ0603'CENTERLINE OF THE HIGHWAY, 32 FEET WEST OF A COTTONWOOD TREE
 OQ0603'WITH A TRIANGLE BLAZE, 11 FEET EAST OF A T FENCE CORNER AND
 OQ0603'3.5 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 OQ0603'THE DISK IS STAMPED HULL 1949.
 OQ0603'
 OQ0603'REFERENCE MARK NO. 1 IS 48 FEET NORTH OF THE CENTERLINE OF THE
 OQ0603'HIGHWAY AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS
 OQ0603'4 INCHES AND THE DISK IS STAMPED HULL NO 1 1949.
 OQ0603'
 OQ0603'REFERENCE MARK NO. 2 IS 49 FEET SOUTH OF THE CENTERLINE OF THE
 OQ0603'HIGHWAY AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 4
 OQ0603'INCHES AND THE DISK IS STAMPED HULL NO 2 1949.
 OQ0603'
 OQ0603'AZIMUTH MARK IS ABOUT 0.55 MILE WEST-NORTHWEST OF THE STATION,
 OQ0603'48 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.5 FEET WEST
 OQ0603'OF A WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.  THE MARK
 OQ0603'PROJECTS 4 INCHES AND THE DISK IS STAMPED HULL 1949.
 OQ0603'
 OQ0603'TO REACH FROM THE RAILROAD DEPOT IN HULL, GO SOUTH 0.1 MILE,
 OQ0603'THENCE EAST ON U.S. HIGHWAY 18 FOR 3.1 MILES TO THE AZIMUTH
 OQ0603'MARK ON THE LEFT, CONTINUE EAST 0.55 MILE TO THE STATION ON THE
 OQ0603'RIGHT AT THE NORTHWEST CORNER OF A GROVE OF TREES.
 OQ0603'
 OQ0603'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0610 ***********************************************************************
 OQ0610  DESIGNATION -  HULL MUNICIPAL TANK
 OQ0610  PID         -  OQ0610
 OQ0610  STATE/COUNTY-  IA/SIOUX
 OQ0610  USGS QUAD   -  HULL (1964)
 OQ0610
 OQ0610                         *CURRENT SURVEY CONTROL
 OQ0610  ___________________________________________________________________
 OQ0610* NAD 83(1996)-  43 11 25.55392(N)    096 07 59.56302(W)     ADJUSTED  
 OQ0610* NAVD 88     -                                                        
 OQ0610  ___________________________________________________________________
 OQ0610  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 OQ0610  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OQ0610
 OQ0610  HORZ ORDER  -  THIRD
 OQ0610
 OQ0610.The horizontal coordinates were established by classical geodetic methods
 OQ0610.and adjusted by the National Geodetic Survey in May 1999..
 OQ0610
 OQ0610
 OQ0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0610
 OQ0610.The geoid height was determined by GEOID03.
 OQ0610
 OQ0610;                    North         East     Units Scale Factor Converg.
 OQ0610;SPC IA N     - 1,191,105.896 1,285,987.030   MT  0.99998696   -1 47 04.7
 OQ0610;UTM  14      - 4,785,952.701   732,950.538   MT  1.00026760   +1 57 46.7
 OQ0610
 OQ0610                          SUPERSEDED SURVEY CONTROL
 OQ0610
 OQ0610  NAD 83(1996)-  43 11 25.55392(N)    096 07 59.56301(W) AD(       ) 4
 OQ0610  NAD 83(1996)-  43 11 25.55224(N)    096 07 59.55838(W) AD(       ) 4
 OQ0610  NAD 83(1996)-  43 11 25.55253(N)    096 07 59.55704(W) AD(       ) 4
 OQ0610  NAD 83(1986)-  43 11 25.55472(N)    096 07 59.55240(W) AD(       ) 4
 OQ0610  NAD 27      -  43 11 25.62700(N)    096 07 58.48200(W) AD(       ) 3
 OQ0610
 OQ0610.Superseded values are not recommended for survey control.
 OQ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0610.See file dsdata.txt to determine how the superseded data were derived.
 OQ0610
 OQ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3295185953(NAD 83)
 OQ0610_MARKER: 53 = ELEVATED TANK
 OQ0610
 OQ0610  HISTORY     - Date     Condition        Report By
 OQ0610  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0610
 OQ0610                          STATION DESCRIPTION
 OQ0610
 OQ0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0610'THE STATION IS LOCATED IN THE TOWN OF HULL.  IT IS A 4-LEGGED
 OQ0610'STEEL STRUCTURE PAINTED SILVER AND APPROXIMATELY 90 FEET HIGH.
 OQ0610'
 OQ0610'THE POINT INTERSECTED WAS THE BALL A TOP THE TANK.
 OQ0610'
 OQ0610'TO REACH FROM THE POST OFFICE, GO NORTH FOR 0.25 MILE TO THE
 OQ0610'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0734 ***********************************************************************
 NL0734  DESIGNATION -  HUMBOTA
 NL0734  PID         -  NL0734
 NL0734  STATE/COUNTY-  IA/HUMBOLDT
 NL0734  USGS QUAD   -  HUMBOLDT (1979)
 NL0734
 NL0734                         *CURRENT SURVEY CONTROL
 NL0734  ___________________________________________________________________
 NL0734* NAD 83(1996)-  42 43 14.15304(N)    094 12 04.78799(W)     ADJUSTED  
 NL0734* NAVD 88     -       348.35   (+/-2cm)    1142.9    (feet)  VERTCON   
 NL0734  ___________________________________________________________________
 NL0734  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 NL0734  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 NL0734
 NL0734  HORZ ORDER  -  FIRST
 NL0734  VERT ORDER  -  THIRD ? (See Below)
 NL0734
 NL0734.The horizontal coordinates were established by classical geodetic methods
 NL0734.and adjusted by the National Geodetic Survey in May 1999..
 NL0734
 NL0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0734.The vertical order pertains to the NGVD 29 superseded value.
 NL0734
 NL0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0734
 NL0734.The geoid height was determined by GEOID03.
 NL0734
 NL0734;                    North         East     Units Scale Factor Converg.
 NL0734;SPC IA N     - 1,135,818.221 1,442,558.213   MT  0.99994579   -0 28 31.2
 NL0734;UTM  15      - 4,730,488.078   401,638.484   MT  0.99971903   -0 48 54.3
 NL0734
 NL0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0734!SPC IA N     -   0.99994992  x   0.99994579  =   0.99989572
 NL0734!UTM  15      -   0.99994992  x   0.99971903  =   0.99966897
 NL0734
 NL0734:                Primary Azimuth Mark                     Grid Az
 NL0734:SPC IA N     -  HUMBOTA AZ MK                            000 49 50.8
 NL0734:UTM  15      -  HUMBOTA AZ MK                            001 10 13.9
 NL0734
 NL0734|---------------------------------------------------------------------|
 NL0734| PID    Reference Object                     Distance      Geod. Az  |
 NL0734|                                                           dddmmss.s |
 NL0734| CI5730 HUMBOTA AZ MK                                      0002119.6 |
 NL0734| CI5731 HUMBOTA RM 1                         28.134 METERS 17852     |
 NL0734| NL0735 HUMBOTA ECC 14898                     7.260 METERS 21402     |
 NL0734| CI5732 HUMBOTA RM 2                         44.836 METERS 25815     |
 NL0734| NL0733 DAKOTA CITY WATER TANK               42.719 METERS 29148     |
 NL0734|---------------------------------------------------------------------|
 NL0734
 NL0734                          SUPERSEDED SURVEY CONTROL
 NL0734
 NL0734  NAD 83(1996)-  42 43 14.15270(N)    094 12 04.78767(W) AD(       ) 1
 NL0734  NAD 83(1986)-  42 43 14.14510(N)    094 12 04.77805(W) AD(       ) 1
 NL0734  NAD 27      -  42 43 14.24500(N)    094 12 03.91800(W) AD(       ) 1
 NL0734  NGVD 29 (07/19/86)  348.29   (m)         1142.7    (f) LEVELING    3  
 NL0734
 NL0734.Superseded values are not recommended for survey control.
 NL0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0734.See file dsdata.txt to determine how the superseded data were derived.
 NL0734
 NL0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0163830488(NAD 83)
 NL0734_MARKER: DS = TRIANGULATION STATION DISK
 NL0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0734
 NL0734  HISTORY     - Date     Condition        Report By
 NL0734  HISTORY     - 1938     MONUMENTED       CGS
 NL0734  HISTORY     - 1971     GOOD             NGS
 NL0734
 NL0734                          STATION DESCRIPTION
 NL0734
 NL0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0734'IN THE VILLAGE OF DAKOTA CITY, IN THE SW 1/4 OF SEC. 6, T
 NL0734'91 N, R 28 W, ON LAND OWNED BY THE CITY AND OCCUPIED BY
 NL0734'THE CITY WATER TANK ON MAIN STREET ABOUT 287 FEET S OF IOWA ROUTE
 NL0734'10 (MILL STREET), 53 FEET W OF CENTER OF MAIN STREET, 22 FEET
 NL0734'S OF ALLEY LEADING TO THE WATER TANK AND 139.87 FEET EXS
 NL0734'OF THE WATER TANK.  THE STATION MARK IS FLUSH WITH THE SURFACE
 NL0734'OF GROUND AND IS STAMPED HUMBOTA 1938.
 NL0734'
 NL0734'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NL0734'BRONZE DISKS SET IN CONCRETE.
 NL0734'
 NL0734'REFERENCE MARK NO. 1 IS FLUSH WITH SURFACE AND STAMPED HUMBOTA
 NL0734'NO. 1 1938, 92,30 FEET S OF STATION.  REFERENCE MARK NO. 2
 NL0734'IS FLUSH WITH SURFACE AND STAMPED HUMBOTA NO. 2 1938, 147.1
 NL0734'FEET WXS OF STATION, 12 FEET E OF CENTER OF ALLEY, 83 FEET
 NL0734'SXW OF THE WATER TANK.
 NL0734'
 NL0734'THE AZIMUTH MARK IS ON RAILROAD PROPERTY 0.4 MILE N OF THE
 NL0734'STATION, 17 FEET S OF THE MAIN RAILROAD TRACK, 74 FEET W
 NL0734'OF RAILROAD WATER TANK, 44 FEET E OF THE STREET RUNNING S
 NL0734'TO THE STATION (MAIN STREET), 245 FEET E OF THE DAKOTA CITY
 NL0734'RAILROAD DEPOT.  MARK IS FLUSH WITH SURFACE AND STAMPED
 NL0734'HUMBOTA 1938.
 NL0734'
 NL0734'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 NL0734
 NL0734                          STATION RECOVERY (1971)
 NL0734
 NL0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0734'THE STATION MARK, REFERENCE MARK 1, AND THE AZIMUTH MARK
 NL0734'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN
 NL0734'COVERED OVER BY THE DAKOTA CITY MUNICIPAL BUILDING.  THE
 NL0734'PREVIOUS MEASUREMENT TO REFERENCE MARK 1 WAS CHECKED, THE
 NL0734'MEASUREMENT TO THE WATER TANK WAS NOT CHECKED DUE TO BUILDING
 NL0734'ON LINE.  NO NEW MARKS WERE ESTABLISHED AT THIS TIME.  A
 NL0734'COMPLETE NEW DESCRIPTION FOLLOWS.
 NL0734'
 NL0734'THE STATION IS LOCATED IN THE CENTER OF DAKOTA CITY, ON
 NL0734'THE WEST SIDE OF MAIN STREET, BETWEEN MILL AND BROADWAY
 NL0734'STREETS, AT THE MUNICIPAL BUILDING AND WATER TANK, IN A LAWN
 NL0734'OWNED BY THE CITY.
 NL0734'
 NL0734'THE STATION MARKS ARE STANDARD DISKS STAMPED HUMBOTA 1938.
 NL0734'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 NL0734'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 53 FEET
 NL0734'WEST OF THE CENTER OF MAIN STREET, 37.1 FEET SOUTH OF THE
 NL0734'SOUTHEAST CORNER OF THE MUNICIPAL BUILDING, 10.4 FEET WEST
 NL0734'OF THE WEST EDGE OF A SIDEWALK, AND 8.8 FEET SOUTHWEST OF
 NL0734'A 24-INCH TREE.  THE 1938 DESCRIPTION STATES THAT THE
 NL0734'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NL0734'CONCRETE.
 NL0734'
 NL0734'REFERENCE MARK 1, A STANDARD DISK STAMPED HUMBOTA NO 1 1938,
 NL0734'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 NL0734'IS 1 INCH BELOW GROUND.  IT IS 37 FEET NORTH OF THE CENTER
 NL0734'OF BROADWAY STREET, 13.7 FEET EAST OF A 16-INCH ELM TREE, AND
 NL0734'7 FEET WEST OF A 24-INCH ELM TREE.
 NL0734'
 NL0734'THE AZIMUTH MARK, A STANDARD DISK STAMPED HUMBOTA 1938, IS
 NL0734'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 NL0734'PROJECTS 1 INCH ABOVE GROUND.  IT IS 41.5 FEET EAST OF THE
 NL0734'CENTER OF MAIN STREET, 26.7 FEET EAST OF A 4 X 4 INCH RAILROAD
 NL0734'CROSSING SIGNPOST, AND 14.3 FEET SOUTH OF THE SOUTH RAIL
 NL0734'OF A SINGLE RAILROAD TRACK.
 NL0734'
 NL0734'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 NL0734'MAIN STREET FOR 0.55 MILE TO THE RAILROAD TRACK AND THE MARK
 NL0734'ON THE RIGHT.
 NL0734'
 NL0734'BECAUSE OF LARGE TREES CLOSE TO THE STATION, AN ECCENTRIC
 NL0734'POINT WAS SET 23.8 FEET TO THE SOUTHWEST.  THE TOWER WAS
 NL0734'BUILT OVER THIS POINT.
 NL0734'
 NL0734'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN DAKOTA
 NL0734'CITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0531 ***********************************************************************
 LE0531  DESIGNATION -  HUMESTON CITY WATER TANK
 LE0531  PID         -  LE0531
 LE0531  STATE/COUNTY-  IA/WAYNE
 LE0531  USGS QUAD   -  HUMESTON (1982)
 LE0531
 LE0531                         *CURRENT SURVEY CONTROL
 LE0531  ___________________________________________________________________
 LE0531* NAD 83(1996)-  40 51 30.38377(N)    093 29 48.88105(W)     ADJUSTED  
 LE0531* NAVD 88     -                                                        
 LE0531  ___________________________________________________________________
 LE0531  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 LE0531  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 LE0531
 LE0531  HORZ ORDER  -  THIRD
 LE0531
 LE0531.The horizontal coordinates were established by classical geodetic methods
 LE0531.and adjusted by the National Geodetic Survey in May 1999..
 LE0531
 LE0531
 LE0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0531
 LE0531.The geoid height was determined by GEOID03.
 LE0531
 LE0531;                    North         East     Units Scale Factor Converg.
 LE0531;SPC IA S     -    95,328.196   500,260.406   MT  0.99996613   +0 00 07.3
 LE0531;UTM  15      - 4,523,161.554   458,119.629   MT  0.99962159   -0 19 30.3
 LE0531
 LE0531                          SUPERSEDED SURVEY CONTROL
 LE0531
 LE0531  NAD 83(1986)-  40 51 30.38357(N)    093 29 48.89357(W) AD(       ) 4
 LE0531  NAD 27      -  40 51 30.36000(N)    093 29 48.12500(W) AD(       ) 3
 LE0531
 LE0531.Superseded values are not recommended for survey control.
 LE0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0531.See file dsdata.txt to determine how the superseded data were derived.
 LE0531
 LE0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF5812023162(NAD 83)
 LE0531_MARKER: 51 = TANK
 LE0531
 LE0531  HISTORY     - Date     Condition        Report By
 LE0531  HISTORY     - 1928     FIRST OBSERVED   CGS
 LE0531  HISTORY     - 20050812 GOOD             GEOCAC
 LE0531
 LE0531                          STATION DESCRIPTION
 LE0531
 LE0531'DESCRIBED BY GEOCACHING 2005 (GH)
 LE0531'PAINTED SILVER, CONICAL ROOF, ROUNDED BOTTOM, ON FOUR LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1146 ***********************************************************************
 OO1146  DESIGNATION -  HURLEY
 OO1146  PID         -  OO1146
 OO1146  STATE/COUNTY-  IA/CERRO GORDO
 OO1146  USGS QUAD   -  HANFORD (1959)
 OO1146
 OO1146                         *CURRENT SURVEY CONTROL
 OO1146  ___________________________________________________________________
 OO1146* NAD 83(1996)-  43 00 31.76383(N)    093 13 42.27033(W)     ADJUSTED  
 OO1146* NAVD 88     -       359.15   (+/-2cm)    1178.3    (feet)  VERTCON   
 OO1146  ___________________________________________________________________
 OO1146  LAPLACE CORR-         -11.72  (seconds)                    DEFLEC99
 OO1146  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 OO1146
 OO1146  HORZ ORDER  -  FIRST
 OO1146  VERT ORDER  -  THIRD ? (See Below)
 OO1146
 OO1146.The horizontal coordinates were established by classical geodetic methods
 OO1146.and adjusted by the National Geodetic Survey in May 1999..
 OO1146
 OO1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1146.The vertical order pertains to the NGVD 29 superseded value.
 OO1146
 OO1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1146
 OO1146.The geoid height was determined by GEOID03.
 OO1146
 OO1146;                    North         East     Units Scale Factor Converg.
 OO1146;SPC IA N     - 1,167,632.961 1,522,141.815   MT  0.99996306   +0 11 02.7
 OO1146;UTM  15      - 4,761,819.916   481,385.466   MT  0.99960426   -0 09 20.9
 OO1146
 OO1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1146!SPC IA N     -   0.99994814  x   0.99996306  =   0.99991120
 OO1146!UTM  15      -   0.99994814  x   0.99960426  =   0.99955242
 OO1146
 OO1146:                Primary Azimuth Mark                     Grid Az
 OO1146:SPC IA N     -  SHEFFIELD CHEMICAL BIRCH PLANT           175 34 19.6
 OO1146:UTM  15      -  SHEFFIELD CHEMICAL BIRCH PLANT           175 54 43.2
 OO1146
 OO1146|---------------------------------------------------------------------|
 OO1146| PID    Reference Object                     Distance      Geod. Az  |
 OO1146|                                                           dddmmss.s |
 OO1146| NK0677 SHEFFIELD CHEMICAL BIRCH PLANT      APPROX.14.2 KM 1754522.3 |
 OO1146| NK0678 SHEFFIELD WATER TANK                APPROX.12.7 KM 1783037.1 |
 OO1146| OO1165 PATTON RESET                        APPROX.13.9 KM 3102820.0 |
 OO1146|---------------------------------------------------------------------|
 OO1146
 OO1146                          SUPERSEDED SURVEY CONTROL
 OO1146
 OO1146  NAD 83(1996)-  43 00 31.76389(N)    093 13 42.27021(W) AD(       ) 1
 OO1146  NAD 83(1986)-  43 00 31.75686(N)    093 13 42.26312(W) AD(       ) 1
 OO1146  NAD 27      -  43 00 31.88500(N)    093 13 41.52900(W) AD(       ) 1
 OO1146  NGVD 29 (07/19/86)  359.17   (m)         1178.4    (f) LEVELING    3  
 OO1146
 OO1146.Superseded values are not recommended for survey control.
 OO1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1146.See file dsdata.txt to determine how the superseded data were derived.
 OO1146
 OO1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8138561820(NAD 83)
 OO1146_MARKER: DS = TRIANGULATION STATION DISK
 OO1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1146_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1146+STABILITY: SURFACE MOTION
 OO1146
 OO1146  HISTORY     - Date     Condition        Report By
 OO1146  HISTORY     - 1926     MONUMENTED       CGS
 OO1146  HISTORY     - 1931     GOOD             CGS
 OO1146  HISTORY     - 1934     GOOD             IAGS
 OO1146  HISTORY     - 1957     GOOD             USGS
 OO1146  HISTORY     - 1964     GOOD             USGS
 OO1146
 OO1146                          STATION DESCRIPTION
 OO1146
 OO1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HWH)
 OO1146'STATION IS ABOUT 10 MILES SOUTH AND ABOUT 1-1/4 MILES WEST
 OO1146'OF MASON CITY, ABOUT 1.4 MILES WEST OF THE PAVED HIGHWAY
 OO1146'(U.S. HIGHWAY 65, JEFFERSON HIGHWAY).  ABOUT 230 METERS EAST
 OO1146'OF THE HURLEY STATION ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 OO1146'RAILWAY.  IT IS ON THE NORTH SIDE OF THE NORTHEAST QUARTER
 OO1146'OF SEC. 32, T. 95 N., R. 20 W., ON LAND OWNED BY MR. ANDREWS
 OO1146'S. MILLER.  IT IS ON THE SOUTH SIDE OF THE ROAD ABOUT 12 METERS
 OO1146'FROM THE CENTER LINE OF THE ROAD RUNNING EAST AND WEST.  IT
 OO1146'IS ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 OO1146'
 OO1146'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OO1146'DISKS SET IN CONCRETE.
 OO1146'
 OO1146'REFERENCE MARK NO. 1 IS AT THE FENCE LINE JUST NORTH OF THE
 OO1146'STATION MARK.
 OO1146'
 OO1146'REFERENCE MARK NO. 2 IS SET JUST INSIDE THE SOUTHEAST FENCE
 OO1146'CORNER AT THE JUNCTION OF THE PUBLIC ROAD WITH THE RIGHT-OF-WAY
 OO1146'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY.  BOTH REFERENCE
 OO1146'MARKS PROJECT ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 OO1146'
 OO1146'HEIGHT OF SIGNAL ABOVE STATION MARK - 24.6 METERS.
 OO1146
 OO1146                          STATION RECOVERY (1931)
 OO1146
 OO1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RGA)
 OO1146'RECOVERED AS DESCRIBED, MARKS IN GOOD CONDITION.
 OO1146'
 OO1146'IN DESCRIPTION INSTEAD OF STATION BEING 10 MILES SOUTH OF
 OO1146'MASON CITY IT IS 7.5 MILES SOUTH FROM SOUTH CITY LIMIT OF
 OO1146'MASON CITY.
 OO1146
 OO1146                          STATION RECOVERY (1934)
 OO1146
 OO1146'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 OO1146'THE MARKS ARE ALL IN GOOD CONDITION.
 OO1146'
 OO1146'THE STATION MARK IS 47.4 FEET SOUTHWEST OF U.S. COAST AND
 OO1146'GEODETIC SURVEY LOCAL CONTROL TRAVERSE STATION NO. 17-204.
 OO1146'
 OO1146'REFERENCE MARK NO. 1 IS 45.2 FEET WEST OF U.S. COAST AND
 OO1146'GEODETIC SURVEY LOCAL CONTROL TRAVERSE STATION NO. 17-204.
 OO1146'
 OO1146'THE REST OF THE DESCRIPTIONS ARE ALRIGHT.
 OO1146
 OO1146                          STATION RECOVERY (1957)
 OO1146
 OO1146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OO1146'REFERENCE MARK 2 DESTROYED.
 OO1146
 OO1146                          STATION RECOVERY (1964)
 OO1146
 OO1146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OO1146'REVISED DESCRIPTION--MASON CITY, 10 MILES SOUTH AND 1.25 MILES
 OO1146'WEST OF.  1.4 MILES WEST OF U.S. HWY 65.  230 METERS EAST OF
 OO1146'CENTERLINE C, M, ST P AND PACIFIC RR AND HURLEY STATION (NOW GONE.
 OO1146'GRAIN ELEVATOR IN PLACE).  ON NORTH SIDE NE 1/4 SEC 32 T95N, R20W.
 OO1146'46 FT SOUTH CENTERLINE ROAD.  3.5 FT SOUTH OF SOUTH ROW FENCE
 OO1146'161 FT WEST OF T-DRIVE NORTH TO HOUSE.  R.M. 1 IS 35 FT SOUTH
 OO1146'CENTERLINE RD, 7 FT NORTH OF SOUTH ROW FENCE.  FLUSH WITH
 OO1146'GROUND.  R.M. 2 NOT FOUND.  STATION MARK IS 1 FOOT BELOW
 OO1146'GROUND.  IN CONC. POST.  STD C AND GS TABLET, STAMPED HURLEY
 OO1146'1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0664 ***********************************************************************
 MH0664  DESIGNATION -  HUXLEY MUNICIPAL TANK
 MH0664  PID         -  MH0664
 MH0664  STATE/COUNTY-  IA/STORY
 MH0664  USGS QUAD   -  HUXLEY (1975)
 MH0664
 MH0664                         *CURRENT SURVEY CONTROL
 MH0664  ___________________________________________________________________
 MH0664* NAD 83(1996)-  41 53 34.75062(N)    093 36 20.19612(W)     ADJUSTED  
 MH0664* NAVD 88     -                                                        
 MH0664  ___________________________________________________________________
 MH0664  LAPLACE CORR-          -8.40  (seconds)                    DEFLEC99
 MH0664  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 MH0664
 MH0664  HORZ ORDER  -  THIRD
 MH0664
 MH0664.The horizontal coordinates were established by classical geodetic methods
 MH0664.and adjusted by the National Geodetic Survey in May 1999..
 MH0664
 MH0664
 MH0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0664
 MH0664.The geoid height was determined by GEOID03.
 MH0664
 MH0664;                    North         East     Units Scale Factor Converg.
 MH0664;SPC IA N     - 1,043,657.352 1,491,235.170   MT  1.00003606   -0 04 17.7
 MH0664;SPC IA S     -   210,227.611   491,235.299   MT  1.00002131   -0 04 10.4
 MH0664;UTM  15      - 4,638,072.022   449,760.768   MT  0.99963106   -0 24 15.8
 MH0664
 MH0664                          SUPERSEDED SURVEY CONTROL
 MH0664
 MH0664  NAD 83(1986)-  41 53 34.75068(N)    093 36 20.20078(W) AD(       ) 4
 MH0664  NAD 27      -  41 53 34.80000(N)    093 36 19.32000(W) AD(       ) 3
 MH0664
 MH0664.Superseded values are not recommended for survey control.
 MH0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0664.See file dsdata.txt to determine how the superseded data were derived.
 MH0664
 MH0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG4976138072(NAD 83)
 MH0664_MARKER: 51 = TANK
 MH0664
 MH0664  HISTORY     - Date     Condition        Report By
 MH0664  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0664  HISTORY     - 1969     GOOD             CGS
 MH0664
 MH0664                          STATION DESCRIPTION
 MH0664
 MH0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0664'THE STATION IS THE FINIAL KNOB LOCATED ON THE TOP OF THE HUXLEY,
 MH0664'MUNICIPAL WATER TANK, IT IS LOCATED IN THE SOUTHWEST SECTION OF THE
 MH0664'SMALL TOWN OF HUXLEY.  THE TANK IS CYLINDRICAL IN SHAPE, SUPPORTED
 MH0664'BY FOUR LEGGS AND PAINTED ALUMINUM IN COLOR.  THE TANK IS 120 FEET
 MH0664'IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0400 ***********************************************************************
 NJ0400  DESIGNATION -  IA 22.1
 NJ0400  PID         -  NJ0400
 NJ0400  STATE/COUNTY-  IA/CLAYTON
 NJ0400  USGS QUAD   -  GUTTENBERG (1978)
 NJ0400
 NJ0400                         *CURRENT SURVEY CONTROL
 NJ0400  ___________________________________________________________________
 NJ0400* NAD 83(1986)-  42 48 43.     (N)    091 05 56.     (W)     SCALED    
 NJ0400* NAVD 88     -       187.202  (meters)     614.18   (feet)  ADJUSTED  
 NJ0400  ___________________________________________________________________
 NJ0400  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 NJ0400  DYNAMIC HT  -         187.152 (meters)     614.01  (feet)  COMP
 NJ0400  MODELED GRAV-     980,347.6   (mgal)                       NAVD 88
 NJ0400
 NJ0400  VERT ORDER  -  FIRST     CLASS I
 NJ0400
 NJ0400.The horizontal coordinates were scaled from a topographic map and have
 NJ0400.an estimated accuracy of +/- 6 seconds.
 NJ0400
 NJ0400.The orthometric height was determined by differential leveling
 NJ0400.and adjusted by the National Geodetic Survey in June 1991..
 NJ0400
 NJ0400.The geoid height was determined by GEOID03.
 NJ0400
 NJ0400.The dynamic height is computed by dividing the NAVD 88
 NJ0400.geopotential number by the normal gravity value computed on the
 NJ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0400.degrees latitude (g = 980.6199 gals.).
 NJ0400
 NJ0400.The modeled gravity was interpolated from observed gravity values.
 NJ0400
 NJ0400;                    North         East    Units  Estimated Accuracy
 NJ0400;SPC IA N     - 1,148,520.    1,696,350.      MT  (+/- 180 meters Scaled)
 NJ0400
 NJ0400                          SUPERSEDED SURVEY CONTROL
 NJ0400
 NJ0400  NGVD 29 (??/??/92)  187.249  (m)          614.33   (f) ADJ UNCH    1 1
 NJ0400
 NJ0400.Superseded values are not recommended for survey control.
 NJ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0400.See file dsdata.txt to determine how the superseded data were derived.
 NJ0400
 NJ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH554416(NAD 83)
 NJ0400_MARKER: DD = SURVEY DISK
 NJ0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0400_STAMPING: IA 22.1
 NJ0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0400+STABILITY: SURFACE MOTION
 NJ0400
 NJ0400  HISTORY     - Date     Condition        Report By
 NJ0400  HISTORY     - UNK      MONUMENTED       DOD
 NJ0400  HISTORY     - 1970     GOOD             NGS
 NJ0400  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 NJ0400
 NJ0400                          STATION DESCRIPTION
 NJ0400
 NJ0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0400'3.4 MI N FROM GUTTENBERG.
 NJ0400'ABOUT 2.55 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0400'AND PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, THENCE 0.4
 NJ0400'MILE EAST ALONG A GRAVELED ROAD, THENCE 0.45 MILE SOUTH ALONG
 NJ0400'A GRAVELED ROAD TO THE ABELS ISLAND AIRPORT, 95 FEET WEST OF
 NJ0400'THE CENTER LINE OF THE ROAD, 237 FEET SOUTHWEST OF THE SOUTHWEST
 NJ0400'CORNER OF THE MOST SOUTHERLY METAL HANGAR, 32.7 FEET SOUTHWEST OF
 NJ0400'THE NORTHWEST CORNER OF A FRAME HOUSE, 11 FEET EAST OF THE
 NJ0400'EAST EDGE OF A LAKE, 8 1/2 FEET SOUTHEAST OF A FORKED ELM TREE,
 NJ0400'1.0 FOOT SOUTH OF A CONCRETE WALKWAY, 0.4 FOOT NORTHEAST OF A
 NJ0400'METAL POST WHICH BEARS A NATIONAL WILDLIFE REFUGE SIGN, ABOUT
 NJ0400'6 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 NJ0400'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 NJ0400'SECTION 5, T 92N, R 2W
 NJ0400
 NJ0400                          STATION RECOVERY (1998)
 NJ0400
 NJ0400'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0398 ***********************************************************************
 NJ0398  DESIGNATION -  IA 22.9
 NJ0398  PID         -  NJ0398
 NJ0398  STATE/COUNTY-  IA/CLAYTON
 NJ0398  USGS QUAD   -  GUTTENBERG (1978)
 NJ0398
 NJ0398                         *CURRENT SURVEY CONTROL
 NJ0398  ___________________________________________________________________
 NJ0398* NAD 83(1986)-  42 48 51.     (N)    091 06 01.     (W)     SCALED    
 NJ0398* NAVD 88     -       187.245  (meters)     614.32   (feet)  ADJUSTED  
 NJ0398  ___________________________________________________________________
 NJ0398  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 NJ0398  DYNAMIC HT  -         187.194 (meters)     614.15  (feet)  COMP
 NJ0398  MODELED GRAV-     980,347.8   (mgal)                       NAVD 88
 NJ0398
 NJ0398  VERT ORDER  -  FIRST     CLASS I
 NJ0398
 NJ0398.The horizontal coordinates were scaled from a topographic map and have
 NJ0398.an estimated accuracy of +/- 6 seconds.
 NJ0398
 NJ0398.The orthometric height was determined by differential leveling
 NJ0398.and adjusted by the National Geodetic Survey in June 1991..
 NJ0398
 NJ0398.The geoid height was determined by GEOID03.
 NJ0398
 NJ0398.The dynamic height is computed by dividing the NAVD 88
 NJ0398.geopotential number by the normal gravity value computed on the
 NJ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0398.degrees latitude (g = 980.6199 gals.).
 NJ0398
 NJ0398.The modeled gravity was interpolated from observed gravity values.
 NJ0398
 NJ0398;                    North         East    Units  Estimated Accuracy
 NJ0398;SPC IA N     - 1,148,760.    1,696,230.      MT  (+/- 180 meters Scaled)
 NJ0398
 NJ0398                          SUPERSEDED SURVEY CONTROL
 NJ0398
 NJ0398  NGVD 29 (??/??/92)  187.291  (m)          614.47   (f) ADJ UNCH    1 1
 NJ0398
 NJ0398.Superseded values are not recommended for survey control.
 NJ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0398.See file dsdata.txt to determine how the superseded data were derived.
 NJ0398
 NJ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH553419(NAD 83)
 NJ0398_MARKER: P = PIPE CAP
 NJ0398_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0398_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0398_STAMPING: IA 22.9
 NJ0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0398
 NJ0398  HISTORY     - Date     Condition        Report By
 NJ0398  HISTORY     - UNK      MONUMENTED       CGS
 NJ0398  HISTORY     - 1970     GOOD             NGS
 NJ0398  HISTORY     - 19950506 GOOD             USPSQD
 NJ0398
 NJ0398                          STATION DESCRIPTION
 NJ0398
 NJ0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0398'3.2 MI N FROM GUTTENBERG.
 NJ0398'ABOUT 2.55 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0398'PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, THENCE 0.4 MILE
 NJ0398'EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE SOUTH ALONG A GRAVELED
 NJ0398'ROAD WHICH LEADS TO ABELS ISLAND AIRPORT, 31 FEET WEST OF THE
 NJ0398'CENTER LINE OF THE ROAD, 45 FEET WEST AND ACROSS THE ROAD FROM
 NJ0398'POWER POLE NUMBER 1, 9 FEET EAST OF THE HIGH WATER LINE OF A
 NJ0398'LAKE, 4 FEET EAST-NORTHEAST OF A 14-INCH MAPLE TREE, 0.5 FOOT
 NJ0398'SOUTH OF A METAL POST WHICH BEARS A NATIONAL WILDLIFE REFUGE
 NJ0398'SIGN, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND IS A U.S.
 NJ0398'ENGINEERS CAP ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 12
 NJ0398'INCHES.  SECTION 5, T92N, R2W.
 NJ0398
 NJ0398                          STATION RECOVERY (1995)
 NJ0398
 NJ0398'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1868 ***********************************************************************
 AE1868  DESIGNATION -  IADOT BASE STATION
 AE1868  PID         -  AE1868
 AE1868  STATE/COUNTY-  IA/STORY
 AE1868  USGS QUAD   -  AMES EAST (1975)
 AE1868
 AE1868                         *CURRENT SURVEY CONTROL
 AE1868  ___________________________________________________________________
 AE1868* NAD 83(1996)-  42 01 20.05428(N)    093 37 20.02762(W)     ADJUSTED  
 AE1868* NAVD 88     -       292.7    (meters)     960.     (feet)  GPS OBS   
 AE1868  ___________________________________________________________________
 AE1868  X           -    -299,812.560 (meters)                     COMP
 AE1868  Y           -  -4,736,061.314 (meters)                     COMP
 AE1868  Z           -   4,247,615.362 (meters)                     COMP
 AE1868  LAPLACE CORR-         -11.86  (seconds)                    DEFLEC99
 AE1868  ELLIP HEIGHT-         263.36  (meters)          (06/15/04) GPS OBS
 AE1868  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 AE1868
 AE1868  HORZ ORDER  -  A
 AE1868  ELLP ORDER  -  FIRST     CLASS I
 AE1868
 AE1868.The horizontal coordinates were established by GPS observations
 AE1868.and adjusted by the National Geodetic Survey in July 1997..
 AE1868
 AE1868.The orthometric height was determined by GPS observations and a
 AE1868.high-resolution geoid model.
 AE1868
 AE1868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1868
 AE1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1868
 AE1868.The ellipsoidal height was determined by GPS observations
 AE1868.and is referenced to NAD 83.
 AE1868
 AE1868.The geoid height was determined by GEOID03.
 AE1868
 AE1868;                    North         East     Units Scale Factor Converg.
 AE1868;SPC IA N     - 1,058,015.737 1,489,876.606   MT  1.00000836   -0 04 58.2
 AE1868;UTM  15      - 4,652,432.464   448,486.238   MT  0.99963265   -0 24 59.5
 AE1868
 AE1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1868!SPC IA N     -   0.99995870  x   1.00000836  =   0.99996706
 AE1868!UTM  15      -   0.99995870  x   0.99963265  =   0.99959136
 AE1868
 AE1868                          SUPERSEDED SURVEY CONTROL
 AE1868
 AE1868  ELLIP H (07/24/97)  263.40   (m)                       GP(       ) 1 1
 AE1868
 AE1868.Superseded values are not recommended for survey control.
 AE1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1868.See file dsdata.txt to determine how the superseded data were derived.
 AE1868
 AE1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG4848652432(NAD 83)
 AE1868_MARKER: Z = SEE DESCRIPTION
 AE1868_SETTING: 0 = UNSPECIFIED SETTING
 AE1868_STAMPING: IOWA DOT ROOF IADO 8504
 AE1868_MARK LOGO: IADT  
 AE1868_MAGNETIC: I = MARKER IS A STEEL ROD
 AE1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1868+STABILITY: SURFACE MOTION
 AE1868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1868+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1996
 AE1868
 AE1868  HISTORY     - Date     Condition        Report By
 AE1868  HISTORY     - 1993     MONUMENTED       IADT
 AE1868  HISTORY     - 19961205 GOOD             IADT
 AE1868
 AE1868                          STATION DESCRIPTION
 AE1868
 AE1868'DESCRIBED BY IOWA DEPARTMENT OF TRANSPORTATION 1993
 AE1868'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AE1868
 AE1868                          STATION RECOVERY (1996)
 AE1868
 AE1868'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 AE1868'THIS STATION IS A BASE PLATE SECURED TO A CONCRETE WALL, WHICH BORDERS
 AE1868'THE ROOF OF THE NORTHEAST WING OF THE IOWA DEPARTMENT OF
 AE1868'TRANSPORTATION MAIN COMPLEX IN THE NORTHEAST CORNER OF SECTION 10, T
 AE1868'83 N, R 24 W, IN AMES.  OWNERSHIP--IOWA DEPARTMENT OF TRANSPORTATION,
 AE1868'OFFICE OF SURVEY AND PHOTOGRAMMETRY, 800 LINCOLN WAY, AMES, IOWA,
 AE1868'50010.  TELEPHONE-- (515) 239-1041.  THE STATION IS THE TOP CENTER OF
 AE1868'A 0.15 M (0.49 FT) SQUARE METAL PLATE STAMPED--IOWA DOT ROOF, IADO,
 AE1868'8504--, BOLTED TO THE SIDE OF A CONCRETE WALL WHICH BORDERS THE SOUTH
 AE1868'SIDE OF THE ROOF OF THE NORTHEAST WING OF THE IOWA DOT MAIN BUILDING.
 AE1868'THE METAL PLATE IS 0.30 M (0.98 FT) ABOVE THE TOP OF THE WALL AND
 AE1868'LOCATED 13.02 M (42.72 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 AE1868'THE NORTHEAST WING ELEVATOR SHAFT.  THE PLATE HAS A 1.5 CM HOLE IN THE
 AE1868'CENTER FOR ANTENNA MOUNTING, SINCE TRIPOD USE IS NOT POSSIBLE.  ACCESS
 AE1868'TO THE ROOF IS THROUGH A BUILDING MECHANICAL AREA AND IS THEREFORE
 AE1868'RESTRICTED TO THE GENERAL PUBLIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0992 ***********************************************************************
 LF0992  DESIGNATION -  IAMO AZ MK
 LF0992  PID         -  LF0992
 LF0992  STATE/COUNTY-  IA/FREMONT
 LF0992  USGS QUAD   -  HAMBURG (1984)
 LF0992
 LF0992                         *CURRENT SURVEY CONTROL
 LF0992  ___________________________________________________________________
 LF0992* NAD 83(1986)-  40 35 04.     (N)    095 43 26.     (W)     SCALED    
 LF0992* NAVD 88     -       277.343  (meters)     909.92   (feet)  ADJUSTED  
 LF0992  ___________________________________________________________________
 LF0992  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LF0992  DYNAMIC HT  -         277.196 (meters)     909.43  (feet)  COMP
 LF0992  MODELED GRAV-     980,089.4   (mgal)                       NAVD 88
 LF0992
 LF0992  VERT ORDER  -  SECOND    CLASS 0
 LF0992
 LF0992.The horizontal coordinates were scaled from a topographic map and have
 LF0992.an estimated accuracy of +/- 6 seconds.
 LF0992
 LF0992.The orthometric height was determined by differential leveling
 LF0992.and adjusted by the National Geodetic Survey in June 1991..
 LF0992
 LF0992.The geoid height was determined by GEOID03.
 LF0992
 LF0992.The dynamic height is computed by dividing the NAVD 88
 LF0992.geopotential number by the normal gravity value computed on the
 LF0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0992.degrees latitude (g = 980.6199 gals.).
 LF0992
 LF0992.The modeled gravity was interpolated from observed gravity values.
 LF0992
 LF0992;                    North         East    Units  Estimated Accuracy
 LF0992;SPC IA S     -    67,310.      311,740.      MT  (+/- 180 meters Scaled)
 LF0992
 LF0992                          SUPERSEDED SURVEY CONTROL
 LF0992
 LF0992  NGVD 29 (??/??/92)  277.243  (m)          909.59   (f) ADJ UNCH    2 0
 LF0992
 LF0992.Superseded values are not recommended for survey control.
 LF0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0992.See file dsdata.txt to determine how the superseded data were derived.
 LF0992
 LF0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE694961(NAD 83)
 LF0992_MARKER: DZ = AZIMUTH MARK DISK
 LF0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0992_STAMPING: IAMO 1934 AZI
 LF0992_MARK LOGO: CGS   
 LF0992_PROJECTION: FLUSH
 LF0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0992+STABILITY: SURFACE MOTION
 LF0992
 LF0992  HISTORY     - Date     Condition        Report By
 LF0992  HISTORY     - 1934     MONUMENTED       CGS
 LF0992  HISTORY     - 1948     GOOD             NGS
 LF0992  HISTORY     - 1961     GOOD             NGS
 LF0992
 LF0992                          STATION DESCRIPTION
 LF0992
 LF0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0992'5.7 MI NW FROM HAMBURG.
 LF0992'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0992'RAILROAD FROM THE STATION AT HAMBURG, THENCE 2.3 MILES WEST
 LF0992'ALONG A TAR ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD,
 LF0992'THENCE 1.1 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 0.6 MILE
 LF0992'EAST ALONG A DIRT ROAD (STATE LINE), AT THE FORMER LOCATION
 LF0992'OF A FARM HOME, ON THE FARM OF OTTO HINZE, 448.0 FEET EAST OF
 LF0992'THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 47.0 FEET SOUTH OF
 LF0992'THE CENTER LINE OF THE STATE LINE ROAD, 31.0 FEET WEST OF THE
 LF0992'MOST NORTHERLY ONE OF A ROW OF FOUR MAPLE TREES, 1.5 FEET WEST
 LF0992'OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LF0992'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 LF0992
 LF0992                          STATION RECOVERY (1961)
 LF0992
 LF0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0994 ***********************************************************************
 LF0994  DESIGNATION -  IAMO RM 1
 LF0994  PID         -  LF0994
 LF0994  STATE/COUNTY-  IA/FREMONT
 LF0994  USGS QUAD   -  HAMBURG (1984)
 LF0994
 LF0994                         *CURRENT SURVEY CONTROL
 LF0994  ___________________________________________________________________
 LF0994* NAD 83(1986)-  40 35 05.     (N)    095 44 37.     (W)     SCALED    
 LF0994* NAVD 88     -       277.945  (meters)     911.89   (feet)  ADJUSTED  
 LF0994  ___________________________________________________________________
 LF0994  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LF0994  DYNAMIC HT  -         277.798 (meters)     911.41  (feet)  COMP
 LF0994  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 LF0994
 LF0994  VERT ORDER  -  SECOND    CLASS 0
 LF0994
 LF0994.The horizontal coordinates were scaled from a topographic map and have
 LF0994.an estimated accuracy of +/- 6 seconds.
 LF0994
 LF0994.The orthometric height was determined by differential leveling
 LF0994.and adjusted by the National Geodetic Survey in June 1991..
 LF0994
 LF0994.The geoid height was determined by GEOID03.
 LF0994
 LF0994.The dynamic height is computed by dividing the NAVD 88
 LF0994.geopotential number by the normal gravity value computed on the
 LF0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0994.degrees latitude (g = 980.6199 gals.).
 LF0994
 LF0994.The modeled gravity was interpolated from observed gravity values.
 LF0994
 LF0994;                    North         East    Units  Estimated Accuracy
 LF0994;SPC IA S     -    67,380.      310,070.      MT  (+/- 180 meters Scaled)
 LF0994
 LF0994                          SUPERSEDED SURVEY CONTROL
 LF0994
 LF0994  NGVD 29 (??/??/92)  277.845  (m)          911.56   (f) ADJ UNCH    2 0
 LF0994
 LF0994.Superseded values are not recommended for survey control.
 LF0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0994.See file dsdata.txt to determine how the superseded data were derived.
 LF0994
 LF0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE678962(NAD 83)
 LF0994_MARKER: DR = REFERENCE MARK DISK
 LF0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0994_STAMPING: IAMO NO 1 1934
 LF0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0994+STABILITY: SURFACE MOTION
 LF0994
 LF0994  HISTORY     - Date     Condition        Report By
 LF0994  HISTORY     - 1934     MONUMENTED       CGS
 LF0994  HISTORY     - 1948     GOOD             NGS
 LF0994  HISTORY     - 1961     GOOD             NGS
 LF0994
 LF0994                          STATION DESCRIPTION
 LF0994
 LF0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0994'5.6 MI NW FROM HAMBURG.
 LF0994'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0994'RAILROAD FROM THE STATION AT HAMBURG, THENCE 2.3 MILES WEST
 LF0994'ALONG A TAR ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD,
 LF0994'THENCE 1.1 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.45 MILE
 LF0994'WEST ALONG A DIRT ROAD (STATE LINE ROAD), ON THE MISSOURI-IOWA
 LF0994'STATE LINE, 107.5 FEET EAST OF IAMO 1934, ON LINE WITH A BARBED
 LF0994'WIRE FENCE LINE, 413.0 FEET EAST OF THE TOP OF THE RIVER LEVEE,
 LF0994'21.5 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD (STATE
 LF0994'LINE ROAD), 1.5 FEET EAST OF A 4 X 4 REFERENCE POST, SET IN THE
 LF0994'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LF0994
 LF0994                          STATION RECOVERY (1961)
 LF0994
 LF0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0995 ***********************************************************************
 LF0995  DESIGNATION -  IAMO RM 2
 LF0995  PID         -  LF0995
 LF0995  STATE/COUNTY-  IA/FREMONT
 LF0995  USGS QUAD   -  HAMBURG (1984)
 LF0995
 LF0995                         *CURRENT SURVEY CONTROL
 LF0995  ___________________________________________________________________
 LF0995* NAD 83(1986)-  40 35 05.     (N)    095 44 37.     (W)     SCALED    
 LF0995* NAVD 88     -       278.151  (meters)     912.57   (feet)  ADJUSTED  
 LF0995  ___________________________________________________________________
 LF0995  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LF0995  DYNAMIC HT  -         278.003 (meters)     912.08  (feet)  COMP
 LF0995  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 LF0995
 LF0995  VERT ORDER  -  SECOND    CLASS 0
 LF0995
 LF0995.The horizontal coordinates were scaled from a topographic map and have
 LF0995.an estimated accuracy of +/- 6 seconds.
 LF0995
 LF0995.The orthometric height was determined by differential leveling
 LF0995.and adjusted by the National Geodetic Survey in June 1991..
 LF0995
 LF0995.The geoid height was determined by GEOID03.
 LF0995
 LF0995.The dynamic height is computed by dividing the NAVD 88
 LF0995.geopotential number by the normal gravity value computed on the
 LF0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0995.degrees latitude (g = 980.6199 gals.).
 LF0995
 LF0995.The modeled gravity was interpolated from observed gravity values.
 LF0995
 LF0995;                    North         East    Units  Estimated Accuracy
 LF0995;SPC IA S     -    67,380.      310,070.      MT  (+/- 180 meters Scaled)
 LF0995
 LF0995                          SUPERSEDED SURVEY CONTROL
 LF0995
 LF0995  NGVD 29 (??/??/92)  278.051  (m)          912.24   (f) ADJ UNCH    2 0
 LF0995
 LF0995.Superseded values are not recommended for survey control.
 LF0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0995.See file dsdata.txt to determine how the superseded data were derived.
 LF0995
 LF0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE678962(NAD 83)
 LF0995_MARKER: DR = REFERENCE MARK DISK
 LF0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0995_STAMPING: IAMO NO 2 1934
 LF0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0995+STABILITY: SURFACE MOTION
 LF0995
 LF0995  HISTORY     - Date     Condition        Report By
 LF0995  HISTORY     - 1934     MONUMENTED       CGS
 LF0995  HISTORY     - 1948     GOOD             NGS
 LF0995  HISTORY     - 1961     GOOD             NGS
 LF0995
 LF0995                          STATION DESCRIPTION
 LF0995
 LF0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0995'5.6 MI NW FROM HAMBURG.
 LF0995'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0995'RAILROAD FROM THE STATION AT HAMBURG, THENCE 2.3 MILES WEST
 LF0995'ALONG A TAR ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD,
 LF0995'THENCE 1.1 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.45 MILE
 LF0995'WEST ALONG A DIRT ROAD (STATE LINE ROAD), ON THE MISSOURI-IOWA
 LF0995'STATE LINE, 111.1 FEET WEST OF IAMO 1934, 195.0 FEET EAST OF THE
 LF0995'TOP OF A RIVER LEVEE, 22.0 FEET SOUTH OF THE CENTER LINE OF
 LF0995'THE ROAD, ON LINE WITH A BARBED WIRE FENCE LINE, 1.0 FOOT WEST
 LF0995'OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LF0995'WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 LF0995
 LF0995                          STATION RECOVERY (1961)
 LF0995
 LF0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0620 ***********************************************************************
 NL0620  DESIGNATION -  IDA EAST BASE
 NL0620  PID         -  NL0620
 NL0620  STATE/COUNTY-  IA/IDA
 NL0620  USGS QUAD   -  SCHLESWIG (1971)
 NL0620
 NL0620                         *CURRENT SURVEY CONTROL
 NL0620  ___________________________________________________________________
 NL0620* NAD 83(1996)-  42 13 30.64489(N)    095 24 20.98205(W)     ADJUSTED  
 NL0620* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 NL0620  ___________________________________________________________________
 NL0620  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 NL0620  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 NL0620
 NL0620  HORZ ORDER  -  SECOND
 NL0620
 NL0620.The horizontal coordinates were established by classical geodetic methods
 NL0620.and adjusted by the National Geodetic Survey in May 1999..
 NL0620
 NL0620.The orthometric height was scaled from a topographic map.
 NL0620
 NL0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0620
 NL0620.The geoid height was determined by GEOID03.
 NL0620
 NL0620;                    North         East     Units Scale Factor Converg.
 NL0620;SPC IA N     - 1,082,323.529 1,342,675.839   MT  0.99997501   -1 17 30.0
 NL0620;UTM  15      - 4,677,580.359   301,453.271   MT  1.00008507   -1 37 02.5
 NL0620
 NL0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0620!SPC IA N     -   0.99993513  x   0.99997501  =   0.99991014
 NL0620!UTM  15      -   0.99993513  x   1.00008507  =   1.00002019
 NL0620
 NL0620|---------------------------------------------------------------------|
 NL0620| PID    Reference Object                     Distance      Geod. Az  |
 NL0620|                                                           dddmmss.s |
 NL0620| CO3755 IDA EAST BASE RM 1                   25.119 METERS 04255     |
 NL0620| NL0622 IDA EAST BASE 2 RESET                26.304 METERS 17252     |
 NL0620| NL0616 SCHLESWIG MUNICIPAL TANK            APPROX. 7.0 KM 2015135.4 |
 NL0620| NL0617 EVANGELICAL LUTH CH STEEPLE         APPROX. 4.3 KM 2675108.6 |
 NL0620| NL0621 IDA EAST BASE RM 3                   72.640 METERS 27013     |
 NL0620| CO3754 IDA EAST BASE AZ MK                                2722605.0 |
 NL0620| CO3757 IDA EAST BASE 2 AZ MK                              2733456.9 |
 NL0620| CO3756 IDA EAST BASE RM 2                   26.070 METERS 31452     |
 NL0620|---------------------------------------------------------------------|
 NL0620
 NL0620                          SUPERSEDED SURVEY CONTROL
 NL0620
 NL0620  NAD 83(1986)-  42 13 30.64468(N)    095 24 20.98397(W) AD(       ) 2
 NL0620  NAD 27      -  42 13 30.68900(N)    095 24 19.99500(W) AD(       ) 2
 NL0620
 NL0620.Superseded values are not recommended for survey control.
 NL0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0620.See file dsdata.txt to determine how the superseded data were derived.
 NL0620
 NL0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0145377580(NAD 83)
 NL0620_MARKER: DS = TRIANGULATION STATION DISK
 NL0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0620
 NL0620  HISTORY     - Date     Condition        Report By
 NL0620  HISTORY     - 1950     MONUMENTED       CGS
 NL0620  HISTORY     - 1966     GOOD             CGS
 NL0620  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NL0620
 NL0620                          STATION DESCRIPTION
 NL0620
 NL0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0620'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF
 NL0620'SCHLESWIG, ALONG THE SOUTH SIDE OF A GRAVELED ROAD.  IT IS
 NL0620'42 FEET WEST-NORTHWEST OF A POWERLINE POLE, 32 FEET SOUTH
 NL0620'OF THE CENTERLINE OF THE ROAD AND 6 FEET NORTH OF A FENCE
 NL0620'POST WITH A TRIANGLE BLAZE.  THE MARK PROJECTS 2 INCHES AND
 NL0620'THE DISK IS STAMPED IDA E BASE 1950.
 NL0620'
 NL0620'REFERENCE MARK NO. 1 IS 32 FEET NORTH OF THE CENTERLINE OF
 NL0620'THE ROAD AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS
 NL0620'4 INCHES AND THE DISK IS STAMPED IDA E BASE NO 1 1950.
 NL0620'
 NL0620'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE CENTERLINE OF
 NL0620'THE ROAD AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS
 NL0620'4 INCHES AND THE DISK IS STAMPED IDA E BASE NO 2 1950.
 NL0620'
 NL0620'REFERENCE MARK NO. 3 WAS USED AS AN ECCENTRIC SETUP.  THE
 NL0620'LINE TO SCHLESWIG WAS OBSTRUCTED.  IT IS 65 FEET EAST OF
 NL0620'A FARM DRIVEWAY, 32 FEET SOUTH OF THE CENTERLINE OF THE
 NL0620'ROAD AND 6 FEET NORTH OF THE FENCE.  THE MARK IS FLUSH WITH
 NL0620'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED IDA E
 NL0620'BASE NO 3 1950.
 NL0620'
 NL0620'A TRAVERSE CONNECTION WAS MADE FROM IDA E BASE TO REFERENCE
 NL0620'MARK NO. 3.  THE DISTANCE IS AS NOTED ABOVE.
 NL0620'
 NL0620'AZIMUTH MARK IS 32 FEET NORTH OF THE CENTERLINE OF THE
 NL0620'ROAD, 3.8 FEET EAST-SOUTHEAST OF A WITNESS POST AND 1 FOOT
 NL0620'SOUTH OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NL0620'IS STAMPED IDA E BASE 1950.
 NL0620'
 NL0620'TO REACH FROM THE STATE HIGHWAY GARAGE IN THE NORTHEAST
 NL0620'EDGE OF IDA GROVE, GO EAST ON HIGHWAYS 59 AND 175 FOR 1.9
 NL0620'MILES TO THEIR JUNCTION, TURN RIGHT (SOUTH) ON HIGHWAY 59
 NL0620'FOR 7.3 MILES TO CROSSROADS, TURN LEFT (EAST) ON A GRAVELED
 NL0620'ROAD FOR 1.45 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 NL0620'EAST 0.25 MILE TO THE STATION ON THE RIGHT AT TOP OF HILL.
 NL0620'
 NL0620'A 74 FT. SIGNAL AT HAYES IS VISIBLE AT 12 FT.
 NL0620'
 NL0620'A 4 FT. SIGNAL AT GRANT IS VISIBLE AT 12 FT.
 NL0620'
 NL0620'A 6 FT. SIGNAL AT IDA W BASE IS VISIBLE AT 12 FT.
 NL0620'
 NL0620'NOTE.  A 100 FT. SIGNAL AT SCHLESWIG WOULD BE VISIBLE AT
 NL0620'20 FT.
 NL0620'
 NL0620'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 NL0620
 NL0620                          STATION RECOVERY (1966)
 NL0620
 NL0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NL0620'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 NL0620'CONDITION.  METAL WITNESS POSTS WERE SET 6.5 FEET SOUTH OF
 NL0620'THE STATION AND 0.5 FOOT NORTH OF THE AZIMUTH MARK.  R.M.
 NL0620'NO. 3 WAS FOUND TO BE 8.5 FEET NORTH OF THE SOUTH RIGHT
 NL0620'OF WAY FENCE.
 NL0620'
 NL0620'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 NL0620'FOR RECOVERY.
 NL0620
 NL0620                          STATION RECOVERY (1970)
 NL0620
 NL0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NL0620'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 NL0620'2, REFERENCE MARK NO. 3, AND THE AZIMUTH MARK WERE RECOVERED
 NL0620'AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 NL0620'TO THE MARKS WERE VERIFIED.  AT THE REQUEST OF THE COUNTY
 NL0620'ENGINEER, ALL MARKS HAD TO BE MOVED.
 NL0620'
 NL0620'IDA EAST BASE 2 1970 WAS ESTABLISHED SOUTH OF THE OLD STATION.
 NL0620'FOR ADDITIONAL INFORMATION SEE THE DESCRIPTION FOR IDA EAST
 NL0620'BASE 2 1970.
 NL0620'
 NL0620'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 NL0620'MILES NNE OF SCHLESWIG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0622 ***********************************************************************
 NL0622  DESIGNATION -  IDA EAST BASE 2 RESET
 NL0622  PID         -  NL0622
 NL0622  STATE/COUNTY-  IA/IDA
 NL0622  USGS QUAD   -  SCHLESWIG (1971)
 NL0622
 NL0622                         *CURRENT SURVEY CONTROL
 NL0622  ___________________________________________________________________
 NL0622* NAD 83(1996)-  42 13 29.79898(N)    095 24 20.83962(W)     ADJUSTED  
 NL0622* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 NL0622  ___________________________________________________________________
 NL0622  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 NL0622  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 NL0622
 NL0622  HORZ ORDER  -  THIRD
 NL0622
 NL0622.The horizontal coordinates were established by classical geodetic methods
 NL0622.and adjusted by the National Geodetic Survey in May 1999..
 NL0622.No horizontal observational check was made to the station.
 NL0622
 NL0622.The orthometric height was scaled from a topographic map.
 NL0622
 NL0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0622
 NL0622.The geoid height was determined by GEOID03.
 NL0622
 NL0622;                    North         East     Units Scale Factor Converg.
 NL0622;SPC IA N     - 1,082,297.362 1,342,678.516   MT  0.99997504   -1 17 29.9
 NL0622;UTM  15      - 4,677,554.175   301,455.799   MT  1.00008505   -1 37 02.4
 NL0622
 NL0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0622!SPC IA N     -   0.99993513  x   0.99997504  =   0.99991017
 NL0622!UTM  15      -   0.99993513  x   1.00008505  =   1.00002017
 NL0622
 NL0622|---------------------------------------------------------------------|
 NL0622| PID    Reference Object                     Distance      Geod. Az  |
 NL0622|                                                           dddmmss.s |
 NL0622| CO3761 IDA EAST BASE 2 RM 7                 18.271 METERS 03231     |
 NL0622| CO3758 IDA EAST BASE 2 RM 4                 25.704 METERS 09229     |
 NL0622| NL0616 SCHLESWIG MUNICIPAL TANK            APPROX. 7.0 KM 2015753.2 |
 NL0622| CO3754 IDA EAST BASE AZ MK                                2761054.0 |
 NL0622| CO3757 IDA EAST BASE 2 AZ MK                              2771523.3 |
 NL0622| CO3759 IDA EAST BASE 2 RM 5                 35.189 METERS 28003     |
 NL0622| NL0621 IDA EAST BASE RM 3                   80.355 METERS 28909     |
 NL0622| CO3760 IDA EAST BASE 2 RM 6                 38.789 METERS 29221     |
 NL0622| NL0620 IDA EAST BASE                        26.304 METERS 35252     |
 NL0622|---------------------------------------------------------------------|
 NL0622
 NL0622                          SUPERSEDED SURVEY CONTROL
 NL0622
 NL0622  NAD 83(1986)-  42 13 29.79934(N)    095 24 20.84165(W) AD(       ) 3
 NL0622  NAD 27      -  42 13 29.84299(N)    095 24 19.85250(W) AD(       ) 3
 NL0622
 NL0622.Superseded values are not recommended for survey control.
 NL0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0622.See file dsdata.txt to determine how the superseded data were derived.
 NL0622
 NL0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0145677554(NAD 83)
 NL0622_MARKER: DS = TRIANGULATION STATION DISK
 NL0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0622_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0622
 NL0622  HISTORY     - Date     Condition        Report By
 NL0622  HISTORY     - 1970     MONUMENTED       NGS
 NL0622  HISTORY     - 1971     GOOD             NGS
 NL0622
 NL0622                          STATION DESCRIPTION
 NL0622
 NL0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NL0622'THE STATION IS ABOUT 4 MILES NORTH-NORTHEAST OF SCHLESWIG
 NL0622'AND ON THE SOUTH RIGHT-OF-WAY OF A COUNTY ROAD.
 NL0622'
 NL0622'TO REACH THE STATION FROM THE STAE HIGHWAY GARAGE IN IDA
 NL0622'GROVE, GO EAST ON U.S. HIGHWAY 59 AND STATE HIGHWAY 175
 NL0622'TO THEIR JUNCTION.  TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY
 NL0622'59 FOR 7.4 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 NL0622'EAST ON A GRAVELED ROAD FOR 1.5 MILES TO THE AZIMUTH MARK
 NL0622'ON THE LEFT.  CONTINUE EAST ON THE GRAVELED ROAD FOR 0.25
 NL0622'MILE TO THE STATION ON THE RIGHT.
 NL0622'
 NL0622'STATION MARKS ARE STANDARD DISKS STAMPED IDA EAST BASE 2
 NL0622'1970.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 NL0622'POST WHICH PROJECTS 1 INCH.  IT IS 300 FEET EAST OF THE CENTER
 NL0622'OF A FARM LANE, 113 FEET SOUTH OF THE CENTER OF THE GRAVELED
 NL0622'ROAD, AND 1 FOOT EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 NL0622'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3.5
 NL0622'FEET BELOW THE SURFACE OF THE GROUND.
 NL0622'
 NL0622'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED IDA EAST BASE
 NL0622'2 NO. 4 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST
 NL0622'WHICH PROJECTS 1 INCH.  IT IS 117 FEET SOUTH OF THE CENTER
 NL0622'OF THE GRAVELED ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 NL0622'
 NL0622'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED IDA EAST BASE
 NL0622'2 NO. 5 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 NL0622'PROJECTS 1 INCH.  IT IS 187.5 FEET EAST OF THE CENTER OF THE
 NL0622'FARM LANE, 92 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 NL0622'AND 1 FOOT EAST OF A METAL WITNESS POST.
 NL0622'
 NL0622'AZIMUTH MARK, A STANDARD DISK STAMPED IDA EAST BASE 2 1970,
 NL0622'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 NL0622'INCHES.  IT IS 60 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 NL0622'9.5 FEET WEST OF A T-FECE JUNCTION, 1 FOOT SOUTH OF A FENCE,
 NL0622'AND 1 FOOT EAST OF A METAL WITNESS POST.
 NL0622
 NL0622                          STATION RECOVERY (1971)
 NL0622
 NL0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NL0622'THE STATION MARK, REFERENCE MARK NO. 4, REFERENCE MARK NO. 5,
 NL0622'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL
 NL0622'MARKS WERE FOUND IN GOOD CONDITION.  THE DIRECTION BETWEEN
 NL0622'THE SCHLESWIG, MUNICIPAL WATER TANK AND THE AZIMUTH MARK CHECKED.
 NL0622'A THE REQUEST OF THE PROPERTY OWNER THE STATION MARK WAS
 NL0622'LOWERED VERTICALLY, THE REFERENCE MARKS WERE REMOVED AND
 NL0622'REFERENCE MARK NO. 6 AND REFERENCE MARK NO. 7 WERE SET.
 NL0622'
 NL0622'FOLLOWING IS A COMPLETE DESCRIPTION.
 NL0622'
 NL0622'TO REACH THE STATION FROM THE STATE HIGHWAY GARAGE IN IDA
 NL0622'GROVE, GO EAST ON U.S. HIGHWAY 59 AND STATE HIGHWAY 175
 NL0622'TO THEIR JUNCTION.  TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY
 NL0622'59 FOR 7.4 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND
 NL0622'GO EAST ON A GRAVELED ROAD FOR 1.5 MILES TO THE AZIMUTH
 NL0622'MARK ON THE LEFT.  CONTINUE EAST ON THE GRAVELED ROAD FOR
 NL0622'0.25 MILE TO THE STATION ON THE RIGHT.
 NL0622'
 NL0622'STATION MARK, A STANDARD DISK STAMPED IDA EAST BASE 2 1970
 NL0622'1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 NL0622'18 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 300 FEET
 NL0622'EAST OF THE CENTER OF A FARM LANE, 113 FEET SOUTH OF THE
 NL0622'CENTER OF A GRAVELED ROAD AND 60 FEET SOUTHWEST OF A POWERLINE
 NL0622'POLE.  THE UNDERGROUND DISK IS STAMPED IDA EAST BASE 2 1970,
 NL0622'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3.5 FEET
 NL0622'BELOW THE SURFACE OF THE GROUND.
 NL0622'
 NL0622'REFERENCE MARK NO. 6, A STANDARD DISK STAMPED IDA EAST BASE
 NL0622'2 1970 NO. 6 1971, IS SET IN THE TOP OF A ROUND CONCRETE
 NL0622'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 183
 NL0622'FEET EAST OF THE CENTER OF THE FARM LANE, 65 FEET SOUTH
 NL0622'OF THE CENTER OF THE GRAVELED ROAD, AND 1 FOOT SOUTH OF
 NL0622'A METAL WITNESS POST.
 NL0622'
 NL0622'REFERENCE MARK NO. 7, A STANDARD DISK STAMPED IDA EAST BASE
 NL0622'2 1970 NO. 7 1971, IS SET IN THE TOP OF A ROUND CONCRETE POST
 NL0622'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 64 FEET
 NL0622'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 2 FEET EAST-SOUTHEAST
 NL0622'OF A POWERLINE POLE, 1 FOOT SOUTH OF A METAL WITNESS POST, AND
 NL0622'IN AN EAST-WEST FENCELINE.
 NL0622'
 NL0622'AZIMUTH MARK, A STANDARD DISK STAMPED IDA EAST BASE 2 1970, IS SET
 NL0622'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 NL0622'IT IS 60 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 NL0622'9.5 FEET WEST OF A T-FENCE JUNCTION, 1 FOOT SOUTH OF A FENCE,
 NL0622'AND 1 FOOT EAST OF A METAL WITNESS POST.
 NL0622'
 NL0622'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 NL0622'NNE OF SCHLESWIG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0621 ***********************************************************************
 NL0621  DESIGNATION -  IDA EAST BASE RM 3
 NL0621  PID         -  NL0621
 NL0621  STATE/COUNTY-  IA/IDA
 NL0621  USGS QUAD   -  SCHLESWIG (1971)
 NL0621
 NL0621                         *CURRENT SURVEY CONTROL
 NL0621  ___________________________________________________________________
 NL0621* NAD 83(1996)-  42 13 30.65348(N)    095 24 24.14956(W)     ADJUSTED  
 NL0621* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 NL0621  ___________________________________________________________________
 NL0621  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 NL0621  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 NL0621
 NL0621  HORZ ORDER  -  FIRST
 NL0621
 NL0621.The horizontal coordinates were established by classical geodetic methods
 NL0621.and adjusted by the National Geodetic Survey in May 1999..
 NL0621
 NL0621.The orthometric height was scaled from a topographic map.
 NL0621
 NL0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0621
 NL0621.The geoid height was determined by GEOID03.
 NL0621
 NL0621;                    North         East     Units Scale Factor Converg.
 NL0621;SPC IA N     - 1,082,325.431 1,342,603.226   MT  0.99997501   -1 17 32.1
 NL0621;UTM  15      - 4,677,582.675   301,380.661   MT  1.00008542   -1 37 04.6
 NL0621
 NL0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0621!SPC IA N     -   0.99993513  x   0.99997501  =   0.99991014
 NL0621!UTM  15      -   0.99993513  x   1.00008542  =   1.00002054
 NL0621
 NL0621|---------------------------------------------------------------------|
 NL0621| PID    Reference Object                     Distance      Geod. Az  |
 NL0621|                                                           dddmmss.s |
 NL0621| NL0620 IDA EAST BASE                        72.640 METERS 09013     |
 NL0621| NL0616 SCHLESWIG MUNICIPAL TANK            APPROX. 7.0 KM 2011811.9 |
 NL0621| NL0617 EVANGELICAL LUTH CH STEEPLE         APPROX. 4.3 KM 2674842.4 |
 NL0621| CO3754 IDA EAST BASE AZ MK                                2725604.2 |
 NL0621|---------------------------------------------------------------------|
 NL0621
 NL0621                          SUPERSEDED SURVEY CONTROL
 NL0621
 NL0621  NAD 83(1986)-  42 13 30.65335(N)    095 24 24.15143(W) AD(       ) 1
 NL0621  NAD 27      -  42 13 30.69800(N)    095 24 23.16200(W) AD(       ) 1
 NL0621
 NL0621.Superseded values are not recommended for survey control.
 NL0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0621.See file dsdata.txt to determine how the superseded data were derived.
 NL0621
 NL0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0138177583(NAD 83)
 NL0621_MARKER: DS = TRIANGULATION STATION DISK
 NL0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0621_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0621+STABILITY: SURFACE MOTION
 NL0621
 NL0621  HISTORY     - Date     Condition        Report By
 NL0621  HISTORY     - 1950     MONUMENTED       CGS
 NL0621
 NL0621                          STATION DESCRIPTION
 NL0621
 NL0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0621'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF
 NL0621'THE VILLAGE OF SCHLESWIG AND ON THE RIGHT OF WAY OF A GRAVEL
 NL0621'ROAD.  IT IS 65 FEET EAST OF THE CENTERLINE OF A FARM DRIVEWAY,
 NL0621'32 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD AND 6 FEET
 NL0621'NORTH OF A FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE
 NL0621'OF THE GROUND AND THE DISK IS STAMPED IDA E BASE NO 3 1950.
 NL0621'
 NL0621'IDA E BASE IS 32 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 NL0621'42 FEET WEST-NORTHWEST OF A POWER POLE AND 6 FEET NORTH OF
 NL0621'A FENCE POST WITH A TRIANGLE BLAZE.  THE MARK PROJECTS 2
 NL0621'INCHES AND THE DISK IS STAMPED IDA E BASE 1950.
 NL0621'A TRAVERSE CONNECTION WAS MADE FROM IDA E BASE TO IDA E BASE
 NL0621'R.M. NO 3.  THE DISTANCE IS 72.636 METERS (238.31 FEET) WEST.
 NL0621'
 NL0621'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE WEST-NORTHWEST
 NL0621'OF THE STATION, 32 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 NL0621'3.8 FEET EAST-SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT
 NL0621'SOUTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 NL0621'DISK IS STAMPED IDA E BASE 1950.
 NL0621'
 NL0621'TO REACH THE STATION FROM U.S. HIGHWAY 59 WHERE IT LEAVES
 NL0621'STATE HIGHWAY 175, 2 MILES EAST OF IDA GROVE, GO SOUTH ON
 NL0621'U.S. HIGHWAY 59 FOR 7.3 MILES TO A GRAVEL CROSSROAD.  TURN
 NL0621'LEFT AND GO 1.55 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 NL0621'ON EAST FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 NL0621'
 NL0621'NOTE--THIS STATION WAS USED AS AN ECCENTRIC SETUP.  THE
 NL0621'LINE FROM IDA E BASE TO SCHLESWIG WAS OBSTRUCTED.  THE DISTANCE
 NL0621'AND DIRECTION TO REFERENCE MARKS NO. 1 AND NO. 2 WAS NOT
 NL0621'MEASURED AS THEY ARE NOT VISIBLE FROM R.M. NO. 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0636 ***********************************************************************
 NL0636  DESIGNATION -  IDA GROVE
 NL0636  PID         -  NL0636
 NL0636  STATE/COUNTY-  IA/IDA
 NL0636  USGS QUAD   -  IDA GROVE (1967)
 NL0636
 NL0636                         *CURRENT SURVEY CONTROL
 NL0636  ___________________________________________________________________
 NL0636* NAD 83(1996)-  42 21 21.14673(N)    095 27 04.60769(W)     ADJUSTED  
 NL0636* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 NL0636  ___________________________________________________________________
 NL0636  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 NL0636  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 NL0636
 NL0636  HORZ ORDER  -  THIRD
 NL0636
 NL0636.The horizontal coordinates were established by classical geodetic methods
 NL0636.and adjusted by the National Geodetic Survey in May 1999..
 NL0636
 NL0636.The orthometric height was scaled from a topographic map.
 NL0636
 NL0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0636
 NL0636.The geoid height was determined by GEOID03.
 NL0636
 NL0636;                    North         East     Units Scale Factor Converg.
 NL0636;SPC IA N     - 1,096,922.233 1,339,259.561   MT  0.99996009   -1 19 20.9
 NL0636;UTM  15      - 4,692,200.203   298,120.106   MT  1.00010148   -1 39 07.4
 NL0636
 NL0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0636!SPC IA N     -   0.99994057  x   0.99996009  =   0.99990067
 NL0636!UTM  15      -   0.99994057  x   1.00010148  =   1.00004205
 NL0636
 NL0636|---------------------------------------------------------------------|
 NL0636| PID    Reference Object                     Distance      Geod. Az  |
 NL0636|                                                           dddmmss.s |
 NL0636| CO3763 IDA GROVE RM 1                       26.496 METERS 13500     |
 NL0636| CO3765 IDA GROVE RM 3                       26.228 METERS 16050     |
 NL0636| CO3764 IDA GROVE RM 2                       22.583 METERS 21543     |
 NL0636| NL0634 IDA GROVE IDA CO CTHSE STEEPLE      APPROX. 2.1 KM 2213448.1 |
 NL0636| NL0632 IDA GROVE MUNICIPAL STANDPIPE       APPROX. 2.0 KM 2222737.6 |
 NL0636| CO3766 IDA GROVE RM 4                       38.182 METERS 23002     |
 NL0636| NL0633 IDA GROVE IOWA PUB SER STACK        APPROX. 1.9 KM 2325928.3 |
 NL0636| CO3762 IDA GROVE AZ MK                                    2394636.7 |
 NL0636|---------------------------------------------------------------------|
 NL0636
 NL0636                          SUPERSEDED SURVEY CONTROL
 NL0636
 NL0636  NAD 83(1996)-  42 21 21.14647(N)    095 27 04.60891(W) AD(       ) 3
 NL0636  NAD 83(1986)-  42 21 21.14619(N)    095 27 04.60896(W) AD(       ) 3
 NL0636  NAD 27      -  42 21 21.19600(N)    095 27 03.62200(W) AD(       ) 3
 NL0636
 NL0636.Superseded values are not recommended for survey control.
 NL0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0636.See file dsdata.txt to determine how the superseded data were derived.
 NL0636
 NL0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9812092200(NAD 83)
 NL0636_MARKER: DS = TRIANGULATION STATION DISK
 NL0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0636
 NL0636  HISTORY     - Date     Condition        Report By
 NL0636  HISTORY     - 1950     MONUMENTED       CGS
 NL0636  HISTORY     - 1958     GOOD             CGS
 NL0636
 NL0636                          STATION DESCRIPTION
 NL0636
 NL0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0636'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF IDA GROVE
 NL0636'AND JUST EAST OF THE ENTRANCE TO THE IDA GROVE CEMETERY.
 NL0636'IT IS 32 FEET NORTH OF A GRAVEL ROAD, 28 FEET EAST OF THE
 NL0636'CENTERLINE OF THE CEMETERY ENTRANCE, AND 3-1/2 FEET SOUTH
 NL0636'OF THE CEMETERY FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE
 NL0636'OF THE GROUND AND THE DISK IS STAMPED IDA GROVE 1950.
 NL0636'
 NL0636'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF THE CENTERLINE OF
 NL0636'THE ROAD, 12 FEET WEST OF A TELEPHONE POLE, AND 1-1/2 FEET
 NL0636'NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NL0636'IS STAMPED IDA GROVE NO 1 1950.
 NL0636'
 NL0636'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE CENTERLINE OF THE
 NL0636'ROAD, 6-1/2 FEET WEST OF A WHITE WITNESS POST, AND 1-1/2
 NL0636'FEET NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 NL0636'DISK IS STAMPED IDA GROVE NO 2 1950.
 NL0636'
 NL0636'THE AZIMUTH MARK IS 36 FEET WEST OF THE CENTERLINE OF A
 NL0636'GRAVEL ROAD, 11 FEET NORTHWEST OF A POWER POLE, 4 FEET NORTH
 NL0636'OF A WHITE WITNESS POST, AND 1 FOOT EAST OF A FENCE.  THE
 NL0636'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE
 NL0636'DISK IS STAMPED IDA GROVE 1950.
 NL0636'
 NL0636'TO REACH THE STATION FROM THE DEPOT IN IDA GROVE, GO NORTH-NORTHEAST
 NL0636'FOR 0.2 MILE ON MAIN STREET TO WHERE U.S. HIGHWAY 59 CROSSES
 NL0636'MAIN STREET.  CONTINUE NORTH-NORTHEAST ON MAIN STREET FOR 0.2
 NL0636'MILE TO A FORK.  TAKE RIGHT FORK AND GO EAST FOR 0.35 MILE
 NL0636'TO A GRAVEL ROAD.  TURN LEFT ON GRAVEL ROAD AND GO NORTH
 NL0636'FOR 0.25 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST
 NL0636'FOR 0.45 MILE TO THE TOP OF A RISE AND THE STATION ON THE
 NL0636'LEFT AS DESCRIBED.
 NL0636'
 NL0636'A 4 FOOT STAND AT STATION GRANT IS V.G.
 NL0636'
 NL0636'A 37 FOOT SIGNAL AT STATION HAYES IS V.G.
 NL0636'
 NL0636'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0636
 NL0636                          STATION RECOVERY (1958)
 NL0636
 NL0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 NL0636'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NL0636'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY
 NL0636'BOTH REFERENCE MARKS, SO THEY WERE MOVED.  A COMPLETE DESCRIPTION
 NL0636'FOLLOWS.
 NL0636'
 NL0636'STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF IDA GROVE AND
 NL0636'JUST EAST OF THE MAIN ENTRANCE TO THE IDA GROVE CEMETERY,
 NL0636'32 FEET NORTH OF THE CENTER OF A HARD-SURFACED ROAD, 28
 NL0636'FEET EAST OF THE CENTER OF ENTRANCE ROAD TO THE CEMETERY,
 NL0636'AND 4 FEET SOUTH OF THE CEMTERY FENCE.  THE MARK IS FLUSH
 NL0636'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED IDA
 NL0636'GROVE 1950.
 NL0636'
 NL0636'REFERENCE MARK NO. 3 IS 86.05 FEET SOUTH-SOUTHEAST OF THE
 NL0636'STATION, 51 FEET SOUTH OF THE CENTER OF HARD-SURFACED ROAD,
 NL0636'15 FEET EAST OF AN EAST GATE POST, 2 FEET EAST OF A TELEPHONE
 NL0636'POLE, AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 4 INCHES
 NL0636'AND THE DISK IS STAMPED IDA GROVE NO 3 1950.
 NL0636'
 NL0636'REFERENCE MARK NO. 4 IS 125.27 FEET SOUTHWEST OF THE STATION,
 NL0636'93 FEET WEST OF WEST GATE POST, 51 FEET SOUTH OF THE CENTER
 NL0636'OF HARD-SURFACED ROAD, 2 FEET EAST OF TELEPHONE POLE, AND
 NL0636'1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 NL0636'DISK IS STAMPED IDA GROVE NO 4 1950.
 NL0636'
 NL0636'AZIMUTH MARK IS 0.55 MILE WEST-SOUTHWEST OF THE STATION,
 NL0636'133 FEET NORTH OF THE CENTER OF A MACADAM ROAD, 52 FEET
 NL0636'SOUTH OF A FENCE CORNER, 51 FEET SOUTH-SOUTHEAST OF A TELEPHONE
 NL0636'POLE, 36 FEET WEST OF THE CENTER OF A GRADED ROAD, 11 FEET
 NL0636'NORTHWEST OF A POWER POLE, AND 4 FEET NORTH OF A WHITE WITNESS
 NL0636'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 NL0636'AND THE DISK IS STAMPED IDA GROVE 1950.
 NL0636'
 NL0636'TO REACH THE STATION FROM THE DEPOT IN IDA GROVE, GO NORTH-NORTHEAST
 NL0636'FOR 0.2 MILE ON MAIN STREET TO WHERE IT CROSSES U.S. HIGHWAY
 NL0636'59.  CONTINUE NORTH-NORTHEAST ON MAIN STREET FOR 0.2 MILE
 NL0636'TO A FORK.  TAKE THE RIGHT FORK AND GO EAST FOR 0.35 MILE
 NL0636'TO A T-INTERSECTION AND THE AZIMUTH MARK WHICH IS 133 FEET
 NL0636'NORTH.  TURN LEFT AND GO NORTH ON GRADED ROAD FOR 0.25 MILE
 NL0636'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.45 MILE
 NL0636'TO THE TOP OF RISE AND THE CEMETERY AND THE STATION ON THE
 NL0636'LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0634 ***********************************************************************
 NL0634  DESIGNATION -  IDA GROVE IDA CO CTHSE STEEPLE
 NL0634  PID         -  NL0634
 NL0634  STATE/COUNTY-  IA/IDA
 NL0634  USGS QUAD   -  IDA GROVE (1967)
 NL0634
 NL0634                         *CURRENT SURVEY CONTROL
 NL0634  ___________________________________________________________________
 NL0634* NAD 83(1996)-  42 20 31.28969(N)    095 28 04.22865(W)     ADJUSTED  
 NL0634* NAVD 88     -                                                        
 NL0634  ___________________________________________________________________
 NL0634  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 NL0634  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 NL0634
 NL0634  HORZ ORDER  -  THIRD
 NL0634
 NL0634.The horizontal coordinates were established by classical geodetic methods
 NL0634.and adjusted by the National Geodetic Survey in May 1999..
 NL0634
 NL0634
 NL0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0634
 NL0634.The geoid height was determined by GEOID03.
 NL0634
 NL0634;                    North         East     Units Scale Factor Converg.
 NL0634;SPC IA N     - 1,095,415.965 1,337,859.726   MT  0.99996143   -1 20 01.3
 NL0634;UTM  15      - 4,690,701.791   296,711.433   MT  1.00010850   -1 39 46.1
 NL0634
 NL0634                          SUPERSEDED SURVEY CONTROL
 NL0634
 NL0634  NAD 83(1996)-  42 20 31.28936(N)    095 28 04.23007(W) AD(       ) 4
 NL0634  NAD 83(1986)-  42 20 31.28891(N)    095 28 04.22986(W) AD(       ) 4
 NL0634  NAD 27      -  42 20 31.33800(N)    095 28 03.24000(W) AD(       ) 3
 NL0634
 NL0634.Superseded values are not recommended for survey control.
 NL0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0634.See file dsdata.txt to determine how the superseded data were derived.
 NL0634
 NL0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9671190702(NAD 83)
 NL0634
 NL0634  HISTORY     - Date     Condition        Report By
 NL0634  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0634
 NL0634                          STATION DESCRIPTION
 NL0634
 NL0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0634'STATION IS LOCATED IN THE EASTERN AND HIGHEST PART OF THE
 NL0634'TOWN OF IDA GROVE.  1 BLOCK EAST AND 2-1/2 BLOCKS SOUTH OF
 NL0634'THE BUSINESS DISTRICT.  THE STEEPLE IS AT THE SOUTH END OF THE
 NL0634'TWO STORY BRICK BUILDING.  IT IS ABOUT 90 FEET HIGH WITH A
 NL0634'FLAGPOLE PROJECTING FROM THE APEX OF THE ROOF OF THE STEEPLE
 NL0634'ABOUT 15 FEET.  THE ROOF OF THE BUILDING AND STEEPLE IS COVERED
 NL0634'WITH GREEN SHINGLES.  THE COURT HOUSE BUILDING IS NEAR THE
 NL0634'CENTER OF A BLOCK.  THE FLAGPOLE AT THE APEX OF THE
 NL0634'STEEPLE-ROOF WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0633 ***********************************************************************
 NL0633  DESIGNATION -  IDA GROVE IOWA PUB SER STACK
 NL0633  PID         -  NL0633
 NL0633  STATE/COUNTY-  IA/IDA
 NL0633  USGS QUAD   -  IDA GROVE (1967)
 NL0633
 NL0633                         *CURRENT SURVEY CONTROL
 NL0633  ___________________________________________________________________
 NL0633* NAD 83(1996)-  42 20 44.40813(N)    095 28 10.29964(W)     ADJUSTED  
 NL0633* NAVD 88     -                                                        
 NL0633  ___________________________________________________________________
 NL0633  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 NL0633  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 NL0633
 NL0633  HORZ ORDER  -  THIRD
 NL0633
 NL0633.The horizontal coordinates were established by classical geodetic methods
 NL0633.and adjusted by the National Geodetic Survey in May 1999..
 NL0633
 NL0633
 NL0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0633
 NL0633.The geoid height was determined by GEOID03.
 NL0633
 NL0633;                    North         East     Units Scale Factor Converg.
 NL0633;SPC IA N     - 1,095,823.852 1,337,730.231   MT  0.99996107   -1 20 05.4
 NL0633;UTM  15      - 4,691,110.475   296,584.264   MT  1.00010914   -1 39 50.6
 NL0633
 NL0633                          SUPERSEDED SURVEY CONTROL
 NL0633
 NL0633  NAD 83(1996)-  42 20 44.40777(N)    095 28 10.30106(W) AD(       ) 4
 NL0633  NAD 83(1986)-  42 20 44.40737(N)    095 28 10.30088(W) AD(       ) 4
 NL0633  NAD 27      -  42 20 44.45600(N)    095 28 09.31000(W) AD(       ) 3
 NL0633
 NL0633.Superseded values are not recommended for survey control.
 NL0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0633.See file dsdata.txt to determine how the superseded data were derived.
 NL0633
 NL0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9658491110(NAD 83)
 NL0633_MARKER: 63 = STACK
 NL0633
 NL0633  HISTORY     - Date     Condition        Report By
 NL0633  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0633
 NL0633                          STATION DESCRIPTION
 NL0633
 NL0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0633'THE STATION IS LOCATED IN THE TOWN OF IDA GROVE.  IT IS 127
 NL0633'FEET NORTH OF FIRST STREET AND 1/2 BLOCK (0.05 MILE) EAST OF
 NL0633'MAIN STREET.  STATION IS OF CONCRETE CONSTRUCTION AND
 NL0633'APPROXIMATELY 125 FEET IN HEIGHT.  POINT INTERSECTED WAS TOP
 NL0633'OF STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0632 ***********************************************************************
 NL0632  DESIGNATION -  IDA GROVE MUNICIPAL STANDPIPE
 NL0632  PID         -  NL0632
 NL0632  STATE/COUNTY-  IA/IDA
 NL0632  USGS QUAD   -  IDA GROVE (1967)
 NL0632
 NL0632                         *CURRENT SURVEY CONTROL
 NL0632  ___________________________________________________________________
 NL0632* NAD 83(1996)-  42 20 33.24000(N)    095 28 03.69465(W)     ADJUSTED  
 NL0632* NAVD 88     -                                                        
 NL0632  ___________________________________________________________________
 NL0632  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 NL0632  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 NL0632
 NL0632  HORZ ORDER  -  THIRD
 NL0632
 NL0632.The horizontal coordinates were established by classical geodetic methods
 NL0632.and adjusted by the National Geodetic Survey in May 1999..
 NL0632
 NL0632
 NL0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0632
 NL0632.The geoid height was determined by GEOID03.
 NL0632
 NL0632;                    North         East     Units Scale Factor Converg.
 NL0632;SPC IA N     - 1,095,475.840 1,337,873.347   MT  0.99996138   -1 20 00.9
 NL0632;UTM  15      - 4,690,761.595   296,725.399   MT  1.00010843   -1 39 45.8
 NL0632
 NL0632                          SUPERSEDED SURVEY CONTROL
 NL0632
 NL0632  NAD 83(1996)-  42 20 33.23964(N)    095 28 03.69604(W) AD(       ) 4
 NL0632  NAD 83(1986)-  42 20 33.23920(N)    095 28 03.69583(W) AD(       ) 4
 NL0632  NAD 27      -  42 20 33.29000(N)    095 28 02.70600(W) AD(       ) 3
 NL0632
 NL0632.Superseded values are not recommended for survey control.
 NL0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0632.See file dsdata.txt to determine how the superseded data were derived.
 NL0632
 NL0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9672590762(NAD 83)
 NL0632_MARKER: 52 = STANDPIPE TANK
 NL0632
 NL0632  HISTORY     - Date     Condition        Report By
 NL0632  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0632  HISTORY     - 1950     GOOD             CGS
 NL0632
 NL0632                          STATION DESCRIPTION
 NL0632
 NL0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0632'LOCATED IN THE EASTERN AND HIGHEST PART OF THE TOWN OF IDA GROVE,
 NL0632'BETWEEN THE IDA GROVE HIGH SCHOOL AND THE COUNTY COURT HOUSE.
 NL0632'IT IS 1 BLOCK EAST AND 2 BLOCKS SOUTH OF THE BUSINESS DISTRICT
 NL0632'OF THE TOWN.  THE STANDPIPE IS ABOUT 15 FEET IN DIAMETER, 80
 NL0632'FEET HIGH, AND PAINTED A SILVER COLOR.  THE CENTER OF THE CONE
 NL0632'SHAPED TOP WAS THE POINT INTERSECTED.
 NL0632
 NL0632                          STATION RECOVERY (1950)
 NL0632
 NL0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (FAR)
 NL0632'THIS INTERSECTION STATION HAS BEEN DESTROYED.  IT WAS REPLACED
 NL0632'BY A FOUR-LEGGED WATER TANK ERECTED IN THE SOUTHEAST SECTION
 NL0632'OF THE TOWN OF IDA GROVE.  AN ANGLE WAS MEASURED TO THE NEW
 NL0632'WATER TANK FROM TRIANGULATION STATION IDA GROVE, 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0619 ***********************************************************************
 NL0619  DESIGNATION -  IDA WEST BASE
 NL0619  PID         -  NL0619
 NL0619  STATE/COUNTY-  IA/IDA
 NL0619  USGS QUAD   -  SCHLESWIG (1971)
 NL0619
 NL0619                         *CURRENT SURVEY CONTROL
 NL0619  ___________________________________________________________________
 NL0619* NAD 83(1996)-  42 13 31.50814(N)    095 29 54.19362(W)     ADJUSTED  
 NL0619* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 NL0619  ___________________________________________________________________
 NL0619  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 NL0619  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 NL0619
 NL0619  HORZ ORDER  -  FIRST
 NL0619
 NL0619.The horizontal coordinates were established by classical geodetic methods
 NL0619.and adjusted by the National Geodetic Survey in May 1999..
 NL0619
 NL0619.The orthometric height was scaled from a topographic map.
 NL0619
 NL0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0619
 NL0619.The geoid height was determined by GEOID03.
 NL0619
 NL0619;                    North         East     Units Scale Factor Converg.
 NL0619;SPC IA N     - 1,082,526.587 1,335,037.228   MT  0.99997497   -1 21 15.8
 NL0619;UTM  15      - 4,677,826.836   293,814.951   MT  1.00012311   -1 40 46.7
 NL0619
 NL0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0619!SPC IA N     -   0.99993321  x   0.99997497  =   0.99990818
 NL0619!UTM  15      -   0.99993321  x   1.00012311  =   1.00005631
 NL0619
 NL0619:                Primary Azimuth Mark                     Grid Az
 NL0619:SPC IA N     -  EVANGELICAL LUTH CH STEEPLE              094 39 25.1
 NL0619:UTM  15      -  EVANGELICAL LUTH CH STEEPLE              094 58 56.0
 NL0619
 NL0619|---------------------------------------------------------------------|
 NL0619| PID    Reference Object                     Distance      Geod. Az  |
 NL0619|                                                           dddmmss.s |
 NL0619| NL0617 EVANGELICAL LUTH CH STEEPLE         APPROX. 3.3 KM 0931809.3 |
 NL0619| CO3767 IDA WEST BASE AZ MK                                0943107.1 |
 NL0619| NL0616 SCHLESWIG MUNICIPAL TANK            APPROX. 8.2 KM 1421210.3 |
 NL0619| CO3768 IDA WEST BASE RM 1                   20.885 METERS 18129     |
 NL0619| CO3769 IDA WEST BASE RM 2                   20.864 METERS 27336     |
 NL0619|---------------------------------------------------------------------|
 NL0619
 NL0619                          SUPERSEDED SURVEY CONTROL
 NL0619
 NL0619  NAD 83(1986)-  42 13 31.50818(N)    095 29 54.19538(W) AD(       ) 1
 NL0619  NAD 27      -  42 13 31.54900(N)    095 29 53.19600(W) AD(       ) 1
 NL0619
 NL0619.Superseded values are not recommended for survey control.
 NL0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0619.See file dsdata.txt to determine how the superseded data were derived.
 NL0619
 NL0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9381577827(NAD 83)
 NL0619_MARKER: DS = TRIANGULATION STATION DISK
 NL0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0619
 NL0619  HISTORY     - Date     Condition        Report By
 NL0619  HISTORY     - 1950     MONUMENTED       CGS
 NL0619  HISTORY     - 1966     SEE DESCRIPTION  CGS
 NL0619
 NL0619                          STATION DESCRIPTION
 NL0619
 NL0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0619'THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF IDA
 NL0619'GROVE AND ALONG THE SOUTH BOUNDARY OF A SCHOOL YARD.  IT
 NL0619'IS 58.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL
 NL0619'HOUSE, 37 FEET NORTH OF THE CENTERLINE OF THE ROAD, 30 FEET
 NL0619'WEST-SOUTHWEST OF THE AIR VENT ON TOP OF A CELLAR AND 6.5
 NL0619'FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES
 NL0619'AND THE DISK IS STAMPED IDA W BASE 1950.
 NL0619'
 NL0619'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE CENTERLINE
 NL0619'OF THE ROAD AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS
 NL0619'4 INCHES AND THE DISK IS STAMPED IDA W BASE NO 1 1950.
 NL0619'
 NL0619'REFERENCE MARK NO. 2 IS 43 FEET NORTH OF THE CENTERLINE
 NL0619'OF THE ROAD, 5 FEET NORTH-NORTHEAST OF THE SOUTHWEST CORNER
 NL0619'OF THE SCHOOL YARD AND 1.5 FEET EAST OF THE FENCE.  THE MARK
 NL0619'PROJECTS 4 INCHES AND THE DISK IS STAMPED IDA W BASE NO 2
 NL0619'1950.
 NL0619'
 NL0619'AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 NL0619'5 FEET WEST-NORTH WEST OF A SMALL BOX ELDER TREE, 3 FEET
 NL0619'WEST OF A WITNESS POST AND 2 FEET NORTH OF THE FENCE.  THE
 NL0619'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED IDA W BASE
 NL0619'1950.
 NL0619'
 NL0619'TO REACH FROM THE IDA COUNTY STATE BANK AT THE MAIN INTERSECTION
 NL0619'IN IDA GROVE, GO WEST 0.4 MILE TO CROSS STREETS, TURN LEFT
 NL0619'(SOUTH) ON A GRAVELED ROAD FOR 8.4 MILES TO CROSSROADS, TURN
 NL0619'RIGHT (WEST) 0.9 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 NL0619'WEST 0.1 MILE TO CROSSROADS AND SCHOOL HOUSE IN THE NORTHWEST
 NL0619'ANGLE OF ROADS.  THE STATION IS ALONG THE SOUTH BOUNDARY
 NL0619'OF SCHOOL YARD AS DESCRIBED.
 NL0619'
 NL0619'A 74 FT. SIGNAL AT HAYES IS V.G.
 NL0619'
 NL0619'A 4 FT. SIGNAL AT SCHLESWIG, RICKETTS AND GRANT IS V.G.
 NL0619'
 NL0619'A 10 FT. SIGNAL AT IDA E BASE IS V.G.
 NL0619'
 NL0619'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 NL0619
 NL0619                          STATION RECOVERY (1966)
 NL0619
 NL0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NL0619'THIS STATION AND ALL MARKS HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 NL0619'THE FORMER SITES OF THE MARKS ARE NOW DEEP ROAD CUTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0913 ***********************************************************************
 NL0913  DESIGNATION -  IDAPORT
 NL0913  PID         -  NL0913
 NL0913  STATE/COUNTY-  IA/IDA
 NL0913  USGS QUAD   -  IDA GROVE (1967)
 NL0913
 NL0913                         *CURRENT SURVEY CONTROL
 NL0913  ___________________________________________________________________
 NL0913* NAD 83(1996)-  42 19 50.57181(N)    095 26 25.44908(W)     ADJUSTED  
 NL0913* NAVD 88     -       379.1    (meters)    1244.     (feet)  VERTCON   
 NL0913  ___________________________________________________________________
 NL0913  X           -    -447,751.155 (meters)                     COMP
 NL0913  Y           -  -4,701,325.841 (meters)                     COMP
 NL0913  Z           -   4,273,068.155 (meters)                     COMP
 NL0913  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 NL0913  ELLIP HEIGHT-         350.88  (meters)          (05/06/99) GPS OBS
 NL0913  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 NL0913
 NL0913  HORZ ORDER  -  THIRD
 NL0913  ELLP ORDER  -  FOURTH    CLASS I
 NL0913
 NL0913.This mark is at Ida Grove Municipal Airport (IDG)
 NL0913
 NL0913.The horizontal coordinates were established by GPS observations
 NL0913.and adjusted by the National Geodetic Survey in May 1999..
 NL0913
 NL0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0913
 NL0913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0913
 NL0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0913
 NL0913.The ellipsoidal height was determined by GPS observations
 NL0913.and is referenced to NAD 83.
 NL0913
 NL0913.The geoid height was determined by GEOID03.
 NL0913
 NL0913;                    North         East     Units Scale Factor Converg.
 NL0913;SPC IA N     - 1,094,107.714 1,340,091.310   MT  0.99996256   -1 18 54.4
 NL0913;UTM  15      - 4,689,380.562   298,935.783   MT  1.00009743   -1 38 38.2
 NL0913
 NL0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0913!SPC IA N     -   0.99994497  x   0.99996256  =   0.99990753
 NL0913!UTM  15      -   0.99994497  x   1.00009743  =   1.00004240
 NL0913
 NL0913:                Primary Azimuth Mark                     Grid Az
 NL0913:SPC IA N     -  IDAPORT AZ MK                            302 59 36.2
 NL0913:UTM  15      -  IDAPORT AZ MK                            303 19 20.0
 NL0913
 NL0913|---------------------------------------------------------------------|
 NL0913| PID    Reference Object                     Distance      Geod. Az  |
 NL0913|                                                           dddmmss.s |
 NL0913| NL0914 IDAPORT AZ MK                       APPROX. 0.9 KM 3014041.8 |
 NL0913|---------------------------------------------------------------------|
 NL0913
 NL0913                          SUPERSEDED SURVEY CONTROL
 NL0913
 NL0913  NAD 83(1996)-  42 19 50.57203(N)    095 26 25.44907(W) AD(       ) 3
 NL0913  NAD 83(1986)-  42 19 50.57096(N)    095 26 25.45012(W) AD(       ) 3
 NL0913  NGVD 29 (07/09/90)  379.0    (m)         1243.     (f) GPS OBS        
 NL0913
 NL0913.Superseded values are not recommended for survey control.
 NL0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0913.See file dsdata.txt to determine how the superseded data were derived.
 NL0913
 NL0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9893689381(NAD 83)
 NL0913_MARKER: I = METAL ROD
 NL0913_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NL0913_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NL0913_STAMPING: IDAPORT 1989
 NL0913_MARK LOGO: NGS   
 NL0913_PROJECTION: FLUSH
 NL0913_MAGNETIC: I = MARKER IS A STEEL ROD
 NL0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0913+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NL0913_ROD/PIPE-DEPTH: 11.9 meters
 NL0913_SLEEVE-DEPTH  : 0.91 meters
 NL0913
 NL0913  HISTORY     - Date     Condition        Report By
 NL0913  HISTORY     - 1989     MONUMENTED       NGS
 NL0913
 NL0913                          STATION DESCRIPTION
 NL0913
 NL0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NL0913'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) SOUTHEAST OF IDA GROVE,
 NL0913'AT THE IDA GROVE MUNICIPAL AIRPORT AT THE JUNCTION OF THE RAMP AND
 NL0913'RUNWAY.  OWNERSHIP--CITY OF IDA GROVE, IDA GROVE, IA 51445, PHONE
 NL0913'(712) 364-2484.  CONTACT CITY CLERK, DIANE ALBORN, PHONE (712)
 NL0913'364-2484.
 NL0913'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND STATE
 NL0913'HIGHWAY 175, ABOUT 2.9 KM (1.80 MI) SOUTHEAST OF IDA GROVE, GO SOUTH
 NL0913'ON STATE HIGHWAY 59 FOR 0.15 KM (0.10 MI) TO THE AIRPORT ENTRANCE ON
 NL0913'THE RIGHT.  TURN RIGHT FOR 0.16 KM (0.10 MI) TO THE AIRPORT OFFICE.
 NL0913'CONTINUE STRAIGHT AHEAD ON THE ENTRANCE RAMP FOR 0.09 KM (0.05 MI) TO
 NL0913'THE JUNCTION OF THE RUNWAY AND THE STATION ON THE RIGHT.
 NL0913'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NL0913'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NL0913'SURROUNDED BY CONCRETE.  LOCATED 33.05 M (108.4 FT) SOUTH OF THE SOUTH
 NL0913'FACE OF THE CONCRET BASE OF A WINDSOCK, 29.5 M (96.8 FT) SOUTHEAST OF
 NL0913'THE CENTER ONE OF THREE RUNWAY BEACON LIGHTS, 15.7 M (51.5 FT)
 NL0913'NORTHEAST OF THE CENTER OF THE RUNWAY, 4.9 M (16.1 FT) OF THE FIRST
 NL0913'RUNWAY LIGHT AND A FIBERGLASS WITNESS POST.
 NL0913'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NL0913'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0914 ***********************************************************************
 NL0914  DESIGNATION -  IDAPORT AZ MK
 NL0914  PID         -  NL0914
 NL0914  STATE/COUNTY-  IA/IDA
 NL0914  USGS QUAD   -  IDA GROVE (1967)
 NL0914
 NL0914                         *CURRENT SURVEY CONTROL
 NL0914  ___________________________________________________________________
 NL0914* NAD 83(1996)-  42 20 05.15863(N)    095 26 57.31141(W)     ADJUSTED  
 NL0914* NAVD 88     -       376.7    (meters)    1236.     (feet)  VERTCON   
 NL0914  ___________________________________________________________________
 NL0914  X           -    -448,448.427 (meters)                     COMP
 NL0914  Y           -  -4,700,953.142 (meters)                     COMP
 NL0914  Z           -   4,273,399.313 (meters)                     COMP
 NL0914  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 NL0914  ELLIP HEIGHT-         348.53  (meters)          (05/06/99) GPS OBS
 NL0914  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 NL0914
 NL0914  HORZ ORDER  -  THIRD
 NL0914  ELLP ORDER  -  FOURTH    CLASS I
 NL0914
 NL0914.This mark is at Ida Grove Municipal Airport (IDG)
 NL0914
 NL0914.The horizontal coordinates were established by GPS observations
 NL0914.and adjusted by the National Geodetic Survey in May 1999..
 NL0914
 NL0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0914
 NL0914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0914
 NL0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0914
 NL0914.The ellipsoidal height was determined by GPS observations
 NL0914.and is referenced to NAD 83.
 NL0914
 NL0914.The geoid height was determined by GEOID03.
 NL0914
 NL0914;                    North         East     Units Scale Factor Converg.
 NL0914;SPC IA N     - 1,094,574.440 1,339,372.433   MT  0.99996215   -1 19 15.9
 NL0914;UTM  15      - 4,689,851.472   298,219.499   MT  1.00010098   -1 39 00.1
 NL0914
 NL0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0914!SPC IA N     -   0.99994534  x   0.99996215  =   0.99990749
 NL0914!UTM  15      -   0.99994534  x   1.00010098  =   1.00004632
 NL0914
 NL0914:                Primary Azimuth Mark                     Grid Az
 NL0914:SPC IA N     -  IDAPORT                                  122 59 36.3
 NL0914:UTM  15      -  IDAPORT                                  123 19 20.5
 NL0914
 NL0914|---------------------------------------------------------------------|
 NL0914| PID    Reference Object                     Distance      Geod. Az  |
 NL0914|                                                           dddmmss.s |
 NL0914| NL0913 IDAPORT                             APPROX. 0.9 KM 1214020.4 |
 NL0914|---------------------------------------------------------------------|
 NL0914
 NL0914                          SUPERSEDED SURVEY CONTROL
 NL0914
 NL0914  NAD 83(1996)-  42 20 05.15894(N)    095 26 57.31130(W) AD(       ) 3
 NL0914  NAD 83(1986)-  42 20 05.15788(N)    095 26 57.31225(W) AD(       ) 3
 NL0914  NGVD 29 (07/09/90)  376.6    (m)         1236.     (f) GPS OBS        
 NL0914
 NL0914.Superseded values are not recommended for survey control.
 NL0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0914.See file dsdata.txt to determine how the superseded data were derived.
 NL0914
 NL0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9821989851(NAD 83)
 NL0914_MARKER: I = METAL ROD
 NL0914_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NL0914_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NL0914_STAMPING: IDAPORT AZ MK 1989
 NL0914_MARK LOGO: NGS   
 NL0914_PROJECTION: FLUSH
 NL0914_MAGNETIC: I = MARKER IS A STEEL ROD
 NL0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0914+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NL0914_ROD/PIPE-DEPTH: 12.1 meters
 NL0914_SLEEVE-DEPTH  : 0.91 meters
 NL0914
 NL0914  HISTORY     - Date     Condition        Report By
 NL0914  HISTORY     - 1989     MONUMENTED       NGS
 NL0914
 NL0914                          STATION DESCRIPTION
 NL0914
 NL0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NL0914'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) SOUTHEAST OF IDA GROVE,
 NL0914'AT THE IDA GROVE MUNICIPAL AIRPORT, NEAR THE END OF RUNWAY 11.
 NL0914'OWNERSHIP--CITY IDA GROVE, IDA GROVE, IA 51445, PHONE (712) 364-2484.
 NL0914'CONTACT CITY CLERK, DIANE ALBORN, PHONE (712) 364-2484.
 NL0914'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND STATE
 NL0914'HIGHWAY 175, ABOUT 2.9 KM (1.80 MI) SOUTHEAST OF IDA GROVE, GO SOUTH
 NL0914'ON US HIGHWAY 59 FOR 0.15 KM (0.10 MI) TO THE AIRPORT ENTRANCE.  TURN
 NL0914'RIGHT AND GO 0.15 KM (0.10 MI) TO THE AIRPORT OFFICE.  CONTINUE AHEAD
 NL0914'ON THE ENTRANCE RAMP FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF THE
 NL0914'RUNWAY.   TURN RIGHT ON THE RUNWAY AND GO NORTHWEST FOR 0.86 KM
 NL0914'(0.55 MI) TO THE STATION ON THE RIGHT.
 NL0914'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NL0914'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NL0914'SURROUNDED BY CONCRETE.   LOCATED 26.15 M (85.8 FT) NORTHWEST OF THE
 NL0914'CENTER ONE OF THREE RUNWAY END BEACON LIGHTS AT THE DISPLACED
 NL0914'THRESHOLD, 14.8 M (48.6 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 4.1
 NL0914'M (13.5 FT) NORTHEAST OF THE FIRST RUNWAY BEACON LIGHT AND A
 NL0914'FIBERGLASS WITNESS POST.
 NL0914'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NL0914'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2138 ***********************************************************************
 AE2138  CBN         -  This is a Cooperative Base Network Control Station.
 AE2138  PACS        -  This is a Primary Airport Control Station.
 AE2138  DESIGNATION -  IIB A
 AE2138  PID         -  AE2138
 AE2138  STATE/COUNTY-  IA/BUCHANAN
 AE2138  USGS QUAD   -  INDEPENDENCE (1982)
 AE2138
 AE2138                         *CURRENT SURVEY CONTROL
 AE2138  ___________________________________________________________________
 AE2138* NAD 83(1996)-  42 27 11.28011(N)    091 57 11.41576(W)     ADJUSTED  
 AE2138* NAVD 88     -       294.05   (meters)     964.7    (feet)  GPS OBS   
 AE2138  ___________________________________________________________________
 AE2138  X           -    -160,644.078 (meters)                     COMP
 AE2138  Y           -  -4,710,627.924 (meters)                     COMP
 AE2138  Z           -   4,283,052.689 (meters)                     COMP
 AE2138  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AE2138  ELLIP HEIGHT-         263.28  (meters)          (06/15/04) GPS OBS
 AE2138  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 AE2138
 AE2138  HORZ ORDER  -  B
 AE2138  ELLP ORDER  -  FOURTH    CLASS I
 AE2138
 AE2138.This mark is at Independence Municipal Airport (IIB)
 AE2138
 AE2138.The horizontal coordinates were established by GPS observations
 AE2138.and adjusted by the National Geodetic Survey in August 1997..
 AE2138
 AE2138.The orthometric height was determined by GPS observations and a
 AE2138.high-resolution geoid model.
 AE2138
 AE2138.GPS derived orthometric heights for airport stations designated as
 AE2138.PACS or SACS are published to 2 decimal places.  This maintains
 AE2138.centimeter relative accuracy between the PACS and SACS.  It does
 AE2138.not indicate centimeter accuracy relative to other marks which are
 AE2138.part of the NAVD 88 network.
 AE2138
 AE2138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2138
 AE2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2138
 AE2138.The ellipsoidal height was determined by GPS observations
 AE2138.and is referenced to NAD 83.
 AE2138
 AE2138.The geoid height was determined by GEOID03.
 AE2138
 AE2138;                    North         East     Units Scale Factor Converg.
 AE2138;SPC IA N     - 1,107,034.293 1,627,229.560   MT  0.99995234   +1 02 54.1
 AE2138;UTM  15      - 4,700,619.906   586,078.527   MT  0.99969116   +0 42 23.9
 AE2138
 AE2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2138!SPC IA N     -   0.99995871  x   0.99995234  =   0.99991105
 AE2138!UTM  15      -   0.99995871  x   0.99969116  =   0.99964988
 AE2138
 AE2138                          SUPERSEDED SURVEY CONTROL
 AE2138
 AE2138  ELLIP H (08/25/97)  263.33   (m)                       GP(       ) 4 1
 AE2138
 AE2138.Superseded values are not recommended for survey control.
 AE2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2138.See file dsdata.txt to determine how the superseded data were derived.
 AE2138
 AE2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8607900620(NAD 83)
 AE2138_MARKER: I = METAL ROD
 AE2138_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2138_STAMPING: IIB A 1996
 AE2138_MARK LOGO: NGS   
 AE2138_PROJECTION: FLUSH
 AE2138_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2138+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2002
 AE2138_ROD/PIPE-DEPTH: 6.09 meters
 AE2138_SLEEVE-DEPTH  : 0.9 meters
 AE2138
 AE2138  HISTORY     - Date     Condition        Report By
 AE2138  HISTORY     - 1996     MONUMENTED       NGS
 AE2138  HISTORY     - 20020508 GOOD             AERSVC
 AE2138
 AE2138                          STATION DESCRIPTION
 AE2138
 AE2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 AE2138'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) WEST-SOUTHWEST OF
 AE2138'INDEPENDENCE, IA., AT THE INDEPENDENCE MUNICIPAL AIRPORT (IIB) , NEAR
 AE2138'AND EAST OF THE FAR WEST PERIMETER FENCE, IN THE GRASS ALONG THE NORTH
 AE2138'SIDE OF A RAISED TRACK ROAD, JUST NORTH-NORTHEAST OF A FIELD ENTRANCE
 AE2138'AND GATE.  OWNERSHIP--CITY OF INDEPENDENCE, 1684 230TH. STREET, P.O.
 AE2138'BOX 506, INDEPENDENCE, IA.  50644.  AIRPORT MANAGER JIM CONNELL, PHONE
 AE2138'319-334-4000.  NOTE--THIS STATION IS THE (PACS AND CBN STATION) .  TO
 AE2138'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 150 (3RD.
 AE2138'AVENUE) , AND 939 (1ST.  STREET) , IN INDEPENDENCE, GO WEST, 3.95 KM
 AE2138'(2.45 MI) ALONG HIGHWAY 939 (1ST.  STREET) , THEN CHANGES TO (220TH.
 AE2138'STREET) , TO A PAVED ROAD LEFT (HENLEY AVENUE) . TURN LEFT, SOUTH, 1.1
 AE2138'KM (0.70 MI) ALONG THE AVENUE TO A GRAVEL ROAD RIGHT (230TH.  STREET)
 AE2138'.  TURN RIGHT, WEST, 0.65 KM (0.40 MI) ALONG THE GRAVEL ROAD TO THE
 AE2138'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTH, 0.24 KM (0.15
 AE2138'MI) ALONG THE ENTRANCE ROAD, BEHIND THE OFFICE AND HANGAR TO AN APRON
 AE2138'AND TAXI/RAMP.  TURN RIGHT, WESTERLY, 0.2 KM (0.10 MI) ACROSS THE
 AE2138'APRON AND ALONG THE TAXI/RAMP TO THE RUNWAY. TURN LEFT, SOUTH, 0.16 KM
 AE2138'(0.10 MI) ALONG THE RUNWAY TO A RAISED TRACK ROAD ON THE RIGHT.  TURN
 AE2138'RIGHT, WEST, 0.48 KM (0.30 MI) ALONG THE TRACK ROAD TO THE FAR WEST
 AE2138'PERIMETER FENCE AT A FIELD ENTRANCE AND GATE, AND THE STATION ON THE
 AE2138'RIGHT JUST NORTH-NORTHEAST OF THE NORTH GATE POST.  STATION IS 12.7 M
 AE2138'(41.7 FT) EAST OF A GRAVEL COUNTY ROAD CENTER, 3.9 M (12.8 FT) NORTH
 AE2138'OF THE TRACK ROAD CENTER, 1.4 M (4.6 FT) NORTH-NORTHEAST OF THE NORTH
 AE2138'1 OF 2 FIELD ENTRANCE GATE POSTS, 0.5 M (1.6 FT) EAST OF THE PERIMETER
 AE2138'FENCE AND WITNESS POST, AND THE STATION IS ABOUT LEVEL WITH THE TRACK
 AE2138'ROAD AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES  NOTE--ACCESS
 AE2138'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AE2138
 AE2138                          STATION RECOVERY (2002)
 AE2138
 AE2138'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2002 (KZ)
 AE2138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2139 ***********************************************************************
 AE2139  CBN         -  This is a Cooperative Base Network Control Station.
 AE2139  PACS        -  This is a Primary Airport Control Station.
 AE2139  DESIGNATION -  IKV A
 AE2139  PID         -  AE2139
 AE2139  STATE/COUNTY-  IA/POLK
 AE2139  USGS QUAD   -  DES MOINES NE (1976)
 AE2139
 AE2139                         *CURRENT SURVEY CONTROL
 AE2139  ___________________________________________________________________
 AE2139* NAD 83(1996)-  41 41 29.93714(N)    093 34 00.67478(W)     ADJUSTED  
 AE2139* NAVD 88     -       270.64   (meters)     887.9    (feet)  GPS OBS   
 AE2139  ___________________________________________________________________
 AE2139  X           -    -296,758.318 (meters)                     COMP
 AE2139  Y           -  -4,760,785.858 (meters)                     COMP
 AE2139  Z           -   4,220,249.851 (meters)                     COMP
 AE2139  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 AE2139  ELLIP HEIGHT-         239.41  (meters)          (06/15/04) GPS OBS
 AE2139  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 AE2139
 AE2139  HORZ ORDER  -  B
 AE2139  ELLP ORDER  -  FOURTH    CLASS I
 AE2139
 AE2139.This mark is at Ankeny Regional Airport (IKV)
 AE2139
 AE2139.The horizontal coordinates were established by GPS observations
 AE2139.and adjusted by the National Geodetic Survey in August 1997..
 AE2139
 AE2139.The orthometric height was determined by GPS observations and a
 AE2139.high-resolution geoid model.
 AE2139
 AE2139.GPS derived orthometric heights for airport stations designated as
 AE2139.PACS or SACS are published to 2 decimal places.  This maintains
 AE2139.centimeter relative accuracy between the PACS and SACS.  It does
 AE2139.not indicate centimeter accuracy relative to other marks which are
 AE2139.part of the NAVD 88 network.
 AE2139
 AE2139.Photographs are available for this station.
 AE2139
 AE2139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2139
 AE2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2139
 AE2139.The ellipsoidal height was determined by GPS observations
 AE2139.and is referenced to NAD 83.
 AE2139
 AE2139.The geoid height was determined by GEOID03.
 AE2139
 AE2139;                    North         East     Units Scale Factor Converg.
 AE2139;SPC IA S     -   187,862.023   494,434.511   MT  0.99998501   -0 02 38.5
 AE2139;UTM  15      - 4,615,696.517   452,828.444   MT  0.99962738   -0 22 37.3
 AE2139
 AE2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2139!SPC IA S     -   0.99996245  x   0.99998501  =   0.99994746
 AE2139!UTM  15      -   0.99996245  x   0.99962738  =   0.99958984
 AE2139
 AE2139                          SUPERSEDED SURVEY CONTROL
 AE2139
 AE2139  ELLIP H (08/25/97)  239.45   (m)                       GP(       ) 4 1
 AE2139
 AE2139.Superseded values are not recommended for survey control.
 AE2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2139.See file dsdata.txt to determine how the superseded data were derived.
 AE2139
 AE2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG5282815697(NAD 83)
 AE2139_MARKER: I = METAL ROD
 AE2139_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2139_STAMPING: IKV A 1996
 AE2139_MARK LOGO: NGS   
 AE2139_PROJECTION: FLUSH
 AE2139_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2139+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 AE2139_ROD/PIPE-DEPTH: 6.3  meters
 AE2139_SLEEVE-DEPTH  : 0.9 meters
 AE2139
 AE2139  HISTORY     - Date     Condition        Report By
 AE2139  HISTORY     - 1996     MONUMENTED       NGS
 AE2139  HISTORY     - 20021031 GOOD             JCLS
 AE2139  HISTORY     - 20031106 GOOD             JCLS
 AE2139  HISTORY     - 20040616 GOOD             NGS
 AE2139
 AE2139                          STATION DESCRIPTION
 AE2139
 AE2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 AE2139'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHEAST OF ANKENY,
 AE2139'IA., AT THE ANKENY REGIONAL AIRPORT.  NEAR THE CENTER OF THE AIRPORT,
 AE2139'IN THE GRASS AREA INSIDE THE SEGMENTED CIRCLE, EAST OF THE WINDSOCK
 AE2139'ABOUT HALFWAY BETWEEN THE WINDSOCK AND THE INSIDE OF THE CIRCLE
 AE2139'BLOCKS.  OWNERSHIP--POLK COUNTY, 3700 CONVENIENCE BOULEVARD, ANKENY,
 AE2139'IA.  50021.  AIRPORT MANAGER DAVID E.  BRECKENRIDGE, LINE SERVICE
 AE2139'MANAGER DON STASAK, PHONE 515-965-1020.  NOTE--THIS STATION IS THE
 AE2139'(PACS AND CBN STATION) .  TO REACH THE STATION FROM THE JUNCTION OF
 AE2139'INTERSTATE HIGHWAY 35 AND STATE HIGHWAY 160 (S.E.  ORALABOR ROAD) ,
 AE2139'(EXIT 90) NEAR THE SOUTHEAST CORNER OF ANKENY, GO EAST, 0.3 KM (0.20
 AE2139'MI) ALONG ORALABOR ROAD TO THE INTERSECTION OF CONVENIENCE BOULEVARD.
 AE2139'TURN RIGHT, SOUTHERLY, 1.1 KM (0.70 MI) ALONG THE BOULEVARD TO THE
 AE2139'AIRPORT OFFICE AND GATE.  PASS THROUGH THE GATE, EAST, 0.08 KM (0.05
 AE2139'MI) ACROSS THE APRON TO A TAXI.  TURN RIGHT, SOUTH THEN SOUTHEAST,
 AE2139'0.40 KM (0.25 MI) ALONG THE TAXI TO THE WINDSOCK INSIDE THE SEGMENTED
 AE2139'CIRCLE AND THE STATION JUST EAST OF THE WINDSOCK.  STATION IS 85.6 M
 AE2139'(280.8 FT) WEST OF THE RUNWAY CENTERLINE, 39.0 M (128.0 FT) SOUTH OF
 AE2139'THE TAXI/RAMP CENTERLINE AND IN LINE WITH AN EXPANSION JOINT, 7.9 M
 AE2139'(25.9 FT) WEST OF THE INSIDE OF THE CIRCLES EAST SIDE, 7.2 M (23.6 FT)
 AE2139'EAST OF THE WINDSOCK POLE AND WITNESS POST, AND THE STATION IS ABOUT
 AE2139'0.3 M (1.0 FT) BELOW THE WINDSOCK BASE AND FLUSH WITH THE GROUND
 AE2139'SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AE2139'CAP.  BY R.G.  HAYES
 AE2139
 AE2139                          STATION RECOVERY (2002)
 AE2139
 AE2139'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 AE2139'RECOVERED IN GOOD CONDITION.
 AE2139
 AE2139                          STATION RECOVERY (2003)
 AE2139
 AE2139'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AE2139'RECOVERED IN GOOD CONDITION.
 AE2139
 AE2139                          STATION RECOVERY (2004)
 AE2139
 AE2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (TGW)
 AE2139'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6295 ***********************************************************************
 DG6295  SACS        -  This is a Secondary Airport Control Station.
 DG6295  DESIGNATION -  IKV B
 DG6295  PID         -  DG6295
 DG6295  STATE/COUNTY-  IA/POLK
 DG6295  USGS QUAD   -  DES MOINES NE (1976)
 DG6295
 DG6295                         *CURRENT SURVEY CONTROL
 DG6295  ___________________________________________________________________
 DG6295* NAD 83(1996)-  41 40 57.97029(N)    093 34 00.26104(W)     ADJUSTED  
 DG6295* NAVD 88     -       269.49   (meters)     884.2    (feet)  GPS OBS   
 DG6295  ___________________________________________________________________
 DG6295  X           -    -296,789.521 (meters)                     COMP
 DG6295  Y           -  -4,761,440.249 (meters)                     COMP
 DG6295  Z           -   4,219,512.533 (meters)                     COMP
 DG6295  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 DG6295  ELLIP HEIGHT-         238.24  (meters)          (07/26/04) GPS OBS
 DG6295  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DG6295
 DG6295  HORZ ORDER  -  FIRST
 DG6295  ELLP ORDER  -  FOURTH    CLASS I
 DG6295
 DG6295.This mark is at Ankeny Regional Airport (IKV)
 DG6295
 DG6295.The horizontal coordinates were established by GPS observations
 DG6295.and adjusted by the National Geodetic Survey in July 2004..
 DG6295
 DG6295.The orthometric height was determined by GPS observations and a
 DG6295.high-resolution geoid model.
 DG6295
 DG6295.GPS derived orthometric heights for airport stations designated as
 DG6295.PACS or SACS are published to 2 decimal places.  This maintains
 DG6295.centimeter relative accuracy between the PACS and SACS.  It does
 DG6295.not indicate centimeter accuracy relative to other marks which are
 DG6295.part of the NAVD 88 network.
 DG6295
 DG6295.Photographs are available for this station.
 DG6295
 DG6295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6295
 DG6295.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6295
 DG6295.The ellipsoidal height was determined by GPS observations
 DG6295.and is referenced to NAD 83.
 DG6295
 DG6295.The geoid height was determined by GEOID03.
 DG6295
 DG6295;                    North         East     Units Scale Factor Converg.
 DG6295;SPC IA S     -   186,875.790   494,443.321   MT  0.99998369   -0 02 38.3
 DG6295;UTM  15      - 4,614,710.602   452,831.522   MT  0.99962738   -0 22 36.8
 DG6295
 DG6295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6295!SPC IA S     -   0.99996263  x   0.99998369  =   0.99994632
 DG6295!UTM  15      -   0.99996263  x   0.99962738  =   0.99959003
 DG6295
 DG6295                          SUPERSEDED SURVEY CONTROL
 DG6295
 DG6295.No superseded survey control is available for this station.
 DG6295
 DG6295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG5283214711(NAD 83)
 DG6295_MARKER: DH = HORIZONTAL CONTROL DISK
 DG6295_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG6295+WITH SETTING: PAVEMENT
 DG6295_SP_SET: CONCRETE PAD FOR RUNWAY SIGN
 DG6295_STAMPING: IKV B 2004
 DG6295_MARK LOGO: NGS   
 DG6295_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6295+STABILITY: SURFACE MOTION
 DG6295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6295+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2004
 DG6295
 DG6295  HISTORY     - Date     Condition        Report By
 DG6295  HISTORY     - 20040619 MONUMENTED       NGS
 DG6295
 DG6295                          STATION DESCRIPTION
 DG6295
 DG6295'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (TGW)
 DG6295'THE STATION IS LOCATED ABOUT 2.15 MI SOUTHEAST OF ANKENY, IA AT THE
 DG6295'ANKENY REGIONAL  AIRPORT NEAR THE APPROACH END OF RUNWAY 36 IN THE
 DG6295'CONCRETE BASE OF LOCATER SIGN--C-36.
 DG6295' 
 DG6295'OWNERSHIP--POLK COUNTY, 3700 CONVENIENCE BOULEVARD, ANKENY, IA, 50021.
 DG6295'CONTACT ANKENY  ASSISTANT CITY MANAGER DICK ASH AT 515-965-6420 FOR
 DG6295'ACCESS TO THE AIRPORT.
 DG6295' 
 DG6295'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 DG6295'STATE HIGHWAY 160  (S.E. ORALABOR RD) AT EXIT 90. GO EAST ON ORALABOR
 DG6295'RD  FOR 0.2 MI TO THE INTERSECTION WITH  CONVENIENCE BOULEVARD.  TURN
 DG6295'RIGHT, SOUTH, AND GO 0.7 MI TO THE FBO AT EXEC 1 AVIATION  FOR
 DG6295'AIRFIELD ACCESS.  PASS THROUGH THE GATE, JUST SOUTH OF EXEC 1 AVIATION
 DG6295'AND PROCEED  EAST ACROSS THE APRON FOR 0.1 MI TO TAXIWAY ALPHA.  TURN
 DG6295'RIGHT, SOUTH, AND GO 0.15 MI ON  ALPHA TO TAXIWAY BRAVO AT THE HOLDBAR
 DG6295'FOR RUNWAY 4-22.  GO SOUTHEAST ON BRAVO FOR 0.05  MI CROSSING RUNWAY
 DG6295'4-22 AND TURN RIGHT, SOUTH,  ONTO TAXIWAY CHARLIE.   CONTINUE SOUTH
 DG6295'ON CHARLIE FOR 0.6 MI TO THE STATION ON THE LEFT.
 DG6295' 
 DG6295'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF A 10' X 3' CONCRETE
 DG6295'PAD SUPPORTING  SIGN--C-36.  IT IS 249 FT WEST OF THE CENTERLINE OF
 DG6295'RUNWAY 36, 151.1 FT EAST OF THE TAXIWAY  CHARLIE CENTERLINE AND 60.2
 DG6295'FT SOUTH OF THE LEADIN TAXIWAY CHARLIE ON AN EXTENDED LINE  OF THE
 DG6295'HOLDBAR.
 DG6295' 
 DG6295'NOTE--THIS IS A DESIGNATED SAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6296 ***********************************************************************
 DG6296  SACS        -  This is a Secondary Airport Control Station.
 DG6296  DESIGNATION -  IKV C
 DG6296  PID         -  DG6296
 DG6296  STATE/COUNTY-  IA/POLK
 DG6296  USGS QUAD   -  DES MOINES NE (1976)
 DG6296
 DG6296                         *CURRENT SURVEY CONTROL
 DG6296  ___________________________________________________________________
 DG6296* NAD 83(1996)-  41 41 51.69351(N)    093 34 00.25025(W)     ADJUSTED  
 DG6296* NAVD 88     -       274.66   (meters)     901.1    (feet)  GPS OBS   
 DG6296  ___________________________________________________________________
 DG6296  X           -    -296,720.930 (meters)                     COMP
 DG6296  Y           -  -4,760,343.838 (meters)                     COMP
 DG6296  Z           -   4,220,753.750 (meters)                     COMP
 DG6296  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 DG6296  ELLIP HEIGHT-         243.43  (meters)          (07/26/04) GPS OBS
 DG6296  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DG6296
 DG6296  HORZ ORDER  -  FIRST
 DG6296  ELLP ORDER  -  FOURTH    CLASS I
 DG6296
 DG6296.This mark is at Ankeny Regional Airport (IKV)
 DG6296
 DG6296.The horizontal coordinates were established by GPS observations
 DG6296.and adjusted by the National Geodetic Survey in July 2004..
 DG6296
 DG6296.The orthometric height was determined by GPS observations and a
 DG6296.high-resolution geoid model.
 DG6296
 DG6296.GPS derived orthometric heights for airport stations designated as
 DG6296.PACS or SACS are published to 2 decimal places.  This maintains
 DG6296.centimeter relative accuracy between the PACS and SACS.  It does
 DG6296.not indicate centimeter accuracy relative to other marks which are
 DG6296.part of the NAVD 88 network.
 DG6296
 DG6296.Photographs are available for this station.
 DG6296
 DG6296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6296
 DG6296.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6296
 DG6296.The ellipsoidal height was determined by GPS observations
 DG6296.and is referenced to NAD 83.
 DG6296
 DG6296.The geoid height was determined by GEOID03.
 DG6296
 DG6296;                    North         East     Units Scale Factor Converg.
 DG6296;SPC IA S     -   188,533.234   494,444.843   MT  0.99998592   -0 02 38.3
 DG6296;UTM  15      - 4,616,367.417   452,842.672   MT  0.99962737   -0 22 37.2
 DG6296
 DG6296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6296!SPC IA S     -   0.99996182  x   0.99998592  =   0.99994774
 DG6296!UTM  15      -   0.99996182  x   0.99962737  =   0.99958920
 DG6296
 DG6296                          SUPERSEDED SURVEY CONTROL
 DG6296
 DG6296.No superseded survey control is available for this station.
 DG6296
 DG6296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG5284316367(NAD 83)
 DG6296_MARKER: DH = HORIZONTAL CONTROL DISK
 DG6296_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG6296+WITH SETTING: PAVEMENT
 DG6296_SP_SET: CONCRETE PAD FOR LOCATER SIGN
 DG6296_STAMPING: IKV C 2004
 DG6296_MARK LOGO: NGS   
 DG6296_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6296+STABILITY: SURFACE MOTION
 DG6296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6296+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2004
 DG6296
 DG6296  HISTORY     - Date     Condition        Report By
 DG6296  HISTORY     - 20040619 MONUMENTED       NGS
 DG6296
 DG6296                          STATION DESCRIPTION
 DG6296
 DG6296'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (TGW)
 DG6296'THE STATION IS LOCATED ABOUT 2.15 MI SOUTHEAST OF ANKENY, IA AT THE
 DG6296'ANKENY REGIONAL  AIRPORT NEAR THE APPROACH END OF RUNWAY 18 IN THE
 DG6296'CONCRETE BASE OF LOCATER SIGN--A-18.
 DG6296' 
 DG6296'OWNERSHIP--POLK COUNTY, 3700 CONVENIENCE BOULEVARD, ANKENY, IA, 50021.
 DG6296'CONTACT ANKENY  ASSISTANT CITY MANAGER DICK ASH AT 515-965-6420 FOR
 DG6296'ACCESS TO THE AIRPORT.
 DG6296' 
 DG6296'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 DG6296'STATE HIGHWAY 160  (S.E. ORALABOR RD) AT EXIT 90. GO EAST ON ORALABOR
 DG6296'RD  FOR 0.2 MI TO THE INTERSECTION WITH  CONVENIENCE BOULEVARD.  TURN
 DG6296'RIGHT, SOUTH, AND GO 0.7 MI TO THE FBO AT EXEC 1 AVIATION  FOR
 DG6296'AIRFIELD ACCESS.  PASS THROUGH THE GATE, JUST SOUTH OF EXEC 1 AVIATION
 DG6296'AND PROCEED  EAST ACROSS THE APRON FOR 0.1 MI TO TAXIWAY ALPHA.  TURN
 DG6296'LEFT, NORTH AND GO 0.2 ON ALPHA  TO TAXIWAY DELTA.  TURN RIGHT, EAST,
 DG6296'ONTO DELTA AND GO 0.1 MI TO THE HOLDBAR FOR RUNWAY  18 AND THE STATION
 DG6296'ON THE LEFT.
 DG6296' 
 DG6296'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF A 10 FT X 3 FT
 DG6296'CONCRETE PAD  SUPPORTING LOCATER SIGN--A-18, 250 FT WEST OF THE
 DG6296'EXTENDED CENTERLINE OF RUNWAY 18, 32.7  FT NORTH OF THE CENTERLINE OF
 DG6296'TAXIWAY DELTA , AND 25 FT WEST OF A TAXIWAY  LIGHT.
 DG6296' 
 DG6296'NOTE--THIS IS A DESIGNATED SAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0797 ***********************************************************************
 NJ0797  DESIGNATION -  ILLYRIA
 NJ0797  PID         -  NJ0797
 NJ0797  STATE/COUNTY-  IA/FAYETTE
 NJ0797  USGS QUAD   -  ELGIN (1965)
 NJ0797
 NJ0797                         *CURRENT SURVEY CONTROL
 NJ0797  ___________________________________________________________________
 NJ0797* NAD 83(1996)-  42 53 23.14768(N)    091 42 48.90309(W)     ADJUSTED  
 NJ0797* NAVD 88     -       362.     (meters)    1188.     (feet)  SCALED    
 NJ0797  ___________________________________________________________________
 NJ0797  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 NJ0797  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 NJ0797
 NJ0797  HORZ ORDER  -  SECOND
 NJ0797
 NJ0797.The horizontal coordinates were established by classical geodetic methods
 NJ0797.and adjusted by the National Geodetic Survey in May 1999..
 NJ0797
 NJ0797.The orthometric height was scaled from a topographic map.
 NJ0797
 NJ0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0797
 NJ0797.The geoid height was determined by GEOID03.
 NJ0797
 NJ0797;                    North         East     Units Scale Factor Converg.
 NJ0797;SPC IA N     - 1,155,913.041 1,645,908.473   MT  0.99995286   +1 12 38.6
 NJ0797;UTM  15      - 4,749,375.937   605,041.550   MT  0.99973574   +0 52 32.2
 NJ0797
 NJ0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0797!SPC IA N     -   0.99994803  x   0.99995286  =   0.99990090
 NJ0797!UTM  15      -   0.99994803  x   0.99973574  =   0.99968379
 NJ0797
 NJ0797|---------------------------------------------------------------------|
 NJ0797| PID    Reference Object                     Distance      Geod. Az  |
 NJ0797|                                                           dddmmss.s |
 NJ0797| CI5738 ILLYRIA RM 1                         25.643 METERS 03906     |
 NJ0797| CI5739 ILLYRIA RM 2                         26.113 METERS 31633     |
 NJ0797| CI5737 ILLYRIA AZ MK                                      3351751.4 |
 NJ0797|---------------------------------------------------------------------|
 NJ0797
 NJ0797                          SUPERSEDED SURVEY CONTROL
 NJ0797
 NJ0797  NAD 83(1996)-  42 53 23.14751(N)    091 42 48.90273(W) AD(       ) 2
 NJ0797  NAD 83(1986)-  42 53 23.13807(N)    091 42 48.90245(W) AD(       ) 2
 NJ0797  NAD 27      -  42 53 23.20310(N)    091 42 48.33500(W) AD(       ) 2
 NJ0797
 NJ0797.Superseded values are not recommended for survey control.
 NJ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0797.See file dsdata.txt to determine how the superseded data were derived.
 NJ0797
 NJ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0504249376(NAD 83)
 NJ0797_MARKER: DS = TRIANGULATION STATION DISK
 NJ0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0797
 NJ0797  HISTORY     - Date     Condition        Report By
 NJ0797  HISTORY     - 1961     MONUMENTED       CGS
 NJ0797
 NJ0797                          STATION DESCRIPTION
 NJ0797
 NJ0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0797'THE STATION IS ABOUT 6-1/2 MILES SOUTHEAST OF WEST UNION, ABOUT
 NJ0797'5-1/2 MILES NORTHEAST OF FAYETTE, ABOUT 4-1/2 MILES NORTHWEST
 NJ0797'OF WADENA, IN THE NORTHEAST 1/4 OF SEC. 7, T. 93 N., R. 7 W.,
 NJ0797'AND ON THE ROAD RIGHT-OF-WAY.  IT IS 98 FEET SOUTHEAST OF
 NJ0797'A POWER POLE, 32 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD,
 NJ0797'7 FEET WEST OF A WITNESS POST AND 2 FEET NORTH OF A WIRE FENCE.
 NJ0797'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED ILLYRIA
 NJ0797'1961.
 NJ0797'
 NJ0797'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 150 AT
 NJ0797'THE SOUTHWEST EDGE OF WEST UNION, GO EAST AND SOUTHEAST
 NJ0797'ON HIGHWAY 56 FOR 4.8 MILES TO A CROSSROAD.  CONTINUE AHEAD
 NJ0797'SOUTHEAST ON HIGHWAY 56 FOR 1.6 MILES TO A SIDE ROAD RIGHT.
 NJ0797'TURN RIGHT AND GO SOUTHEASTERLY ON A GRAVELED ROAD FOR 0.4 MILE
 NJ0797'TO A SIDE ROAD RIGHT AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE
 NJ0797'OF THE INTERSECTION.  CONTINUE AHEAD SOUTHEASTERLY ON THE
 NJ0797'GRAVELED ROAD FOR 0.6 MILE TO A T-ROAD.  TURN RIGHT AND GO
 NJ0797'WEST ON A GRAVELED ROAD FOR 0.15 MILE TO THE TOP OF A KNOLL
 NJ0797'AND THE STATION ON THE LEFT.
 NJ0797'
 NJ0797'REFERENCE MARK 1 IS 128 FEET EAST OF THE POWER POLE, 32 FEET NORTH
 NJ0797'OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT SOUTH OF A WIRE
 NJ0797'FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NJ0797'ILLYRIA NO 1 1961.
 NJ0797'
 NJ0797'REFERENCE MARK 2 IS 32 FEET NORTH OF THE CENTERLINE OF THE
 NJ0797'GRAVELED ROAD, 16 FEET EAST OF THE POWER POLE AND 1 FOOT
 NJ0797'SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND
 NJ0797'THE DISK IS STAMPED ILLYRIA NO 2 1961.
 NJ0797'
 NJ0797'THE AZIMUTH MARK IS 36 FEET NORTH OF THE CENTERLINE OF A
 NJ0797'GRAVELED ROAD, 32 FEET WEST OF THE CENTERLINE OF A GRAVELED
 NJ0797'ROAD, 4 FEET EAST OF A 14 INCH MAPLE TREE AND 2 FEET EAST OF
 NJ0797'A WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 NJ0797'DISK IS STAMPED ILLYRIA 1961.
 NJ0797'
 NJ0797'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0650 ***********************************************************************
 NL0650  DESIGNATION -  IMMANUEL EV LUTHER KIRCHE
 NL0650  PID         -  NL0650
 NL0650  STATE/COUNTY-  IA/CRAWFORD
 NL0650  USGS QUAD   -  RICKETTS (1971)
 NL0650
 NL0650                         *CURRENT SURVEY CONTROL
 NL0650  ___________________________________________________________________
 NL0650* NAD 83(1996)-  42 08 14.08604(N)    095 36 47.68438(W)     ADJUSTED  
 NL0650* NAVD 88     -                                                        
 NL0650  ___________________________________________________________________
 NL0650  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 NL0650  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 NL0650
 NL0650  HORZ ORDER  -  THIRD
 NL0650
 NL0650.The horizontal coordinates were established by classical geodetic methods
 NL0650.and adjusted by the National Geodetic Survey in May 1999..
 NL0650
 NL0650
 NL0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0650
 NL0650.The geoid height was determined by GEOID03.
 NL0650
 NL0650;                    North         East     Units Scale Factor Converg.
 NL0650;SPC IA N     - 1,072,966.442 1,325,313.019   MT  0.99998794   -1 25 56.1
 NL0650;UTM  15      - 4,668,320.156   284,035.289   MT  1.00017393   -1 45 14.1
 NL0650
 NL0650                          SUPERSEDED SURVEY CONTROL
 NL0650
 NL0650  NAD 83(1996)-  42 08 14.08631(N)    095 36 47.68594(W) AD(       ) 4
 NL0650  NAD 83(1986)-  42 08 14.08717(N)    095 36 47.68545(W) AD(       ) 4
 NL0650  NAD 27      -  42 08 14.11600(N)    095 36 46.67100(W) AD(       ) 3
 NL0650
 NL0650.Superseded values are not recommended for survey control.
 NL0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0650.See file dsdata.txt to determine how the superseded data were derived.
 NL0650
 NL0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG8403568320(NAD 83)
 NL0650
 NL0650  HISTORY     - Date     Condition        Report By
 NL0650  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0650
 NL0650                          STATION DESCRIPTION
 NL0650
 NL0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0650'STATION IS LOCATED ABOUT 2 MILES WEST-NORTHWEST OF THE TOWN OF
 NL0650'RICKETTS AND 7 MILES NORTHEAST OF UTE.  THE CHURCH IS A WOODEN
 NL0650'STRUCTURE AND THE STEEPLE IS ABOUT 105 FEET HIGH.
 NL0650'
 NL0650'THE POINT INTERSECTED WAS THE TOP OF THE STEEPLE.
 NL0650'
 NL0650'TO REACH FROM THE RAILROAD CROSSING AT THE SOUTH EDGE OF RICKETTS,
 NL0650'GO WEST FOR 2.1 MILES TO A T-ROAD RIGHT.  TURN RIGHT AND GO
 NL0650'NORTH FOR 0.9 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0787 ***********************************************************************
 NJ0787  DESIGNATION -  INDEPENDENCE
 NJ0787  PID         -  NJ0787
 NJ0787  STATE/COUNTY-  IA/BUCHANAN
 NJ0787  USGS QUAD   -  INDEPENDENCE (1982)
 NJ0787
 NJ0787                         *CURRENT SURVEY CONTROL
 NJ0787  ___________________________________________________________________
 NJ0787* NAD 83(1996)-  42 27 14.36316(N)    091 55 09.31287(W)     ADJUSTED  
 NJ0787* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 NJ0787  ___________________________________________________________________
 NJ0787  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 NJ0787  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 NJ0787
 NJ0787  HORZ ORDER  -  FIRST
 NJ0787
 NJ0787.The horizontal coordinates were established by classical geodetic methods
 NJ0787.and adjusted by the National Geodetic Survey in May 1999..
 NJ0787
 NJ0787.The orthometric height was scaled from a topographic map.
 NJ0787
 NJ0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0787
 NJ0787.The geoid height was determined by GEOID03.
 NJ0787
 NJ0787;                    North         East     Units Scale Factor Converg.
 NJ0787;SPC IA N     - 1,107,181.007 1,630,017.234   MT  0.99995229   +1 04 16.8
 NJ0787;UTM  15      - 4,700,749.957   588,866.308   MT  0.99969716   +0 43 46.4
 NJ0787
 NJ0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0787!SPC IA N     -   0.99995778  x   0.99995229  =   0.99991008
 NJ0787!UTM  15      -   0.99995778  x   0.99969716  =   0.99965496
 NJ0787
 NJ0787:                Primary Azimuth Mark                     Grid Az
 NJ0787:SPC IA N     -  INDEPENDENCE HW CARMICHAEL STK           039 31 07.4
 NJ0787:UTM  15      -  INDEPENDENCE HW CARMICHAEL STK           039 51 37.8
 NJ0787
 NJ0787|---------------------------------------------------------------------|
 NJ0787| PID    Reference Object                     Distance      Geod. Az  |
 NJ0787|                                                           dddmmss.s |
 NJ0787| NJ0790 INDEPENDENCE HW CARMICHAEL STK      APPROX. 3.5 KM 0403524.2 |
 NJ0787| NJ0789 INDEPENDENCE ST JOSEPHS CH          APPROX. 3.0 KM 0450003.3 |
 NJ0787| NJ0788 INDEPENDENCE CITY WTR WORK STK      APPROX. 2.6 KM 0475303.0 |
 NJ0787| NJ0783 INDEPENDENCE ST JOHNS T SPIRE       APPROX. 3.0 KM 0532325.3 |
 NJ0787| NJ0786 INDEPENDENCE ST JOHNS S SPIRE       APPROX. 3.0 KM 0533255.3 |
 NJ0787| CI5740 INDEPENDENCE AZ MK                                 0540929.3 |
 NJ0787| NJ0766 WINTHROP MUNICIPAL TANK             APPROX.15.4 KM 0805029.4 |
 NJ0787| CI5741 INDEPENDENCE RM 1                    26.301 METERS 12606     |
 NJ0787| CI5742 INDEPENDENCE RM 2                    28.788 METERS 19224     |
 NJ0787| NJ0785 INDEPENDENCE ST HOSP TALL STK       APPROX. 0.7 KM 2954622.3 |
 NJ0787| NJ0784 INDEPENDENCE ST HOSP SHORT STK      APPROX. 0.7 KM 2974006.0 |
 NJ0787|---------------------------------------------------------------------|
 NJ0787
 NJ0787                          SUPERSEDED SURVEY CONTROL
 NJ0787
 NJ0787  NAD 83(1996)-  42 27 14.36080(N)    091 55 09.31252(W) AD(       ) 1
 NJ0787  NAD 83(1986)-  42 27 14.35684(N)    091 55 09.31327(W) AD(       ) 1
 NJ0787  NAD 27      -  42 27 14.40700(N)    091 55 08.68700(W) AD(       ) 1
 NJ0787
 NJ0787.Superseded values are not recommended for survey control.
 NJ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0787.See file dsdata.txt to determine how the superseded data were derived.
 NJ0787
 NJ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8886600750(NAD 83)
 NJ0787_MARKER: DS = TRIANGULATION STATION DISK
 NJ0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0787_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NJ0787
 NJ0787  HISTORY     - Date     Condition        Report By
 NJ0787  HISTORY     - 1934     MONUMENTED       CGS
 NJ0787
 NJ0787                          STATION DESCRIPTION
 NJ0787
 NJ0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0787'STATION IS ABOUT 1.5 MILES SW OF INDEPENDENCE, ABOUT 0.5 MILE
 NJ0787'SE OF THE MAIN BUILDING OF THE IOWA STATE HOSPITAL, ON GROUNDS
 NJ0787'OWNED BY THE HOSPITAL, IN THE NE 1/4 SEC. 8, T 88 N, R 9 W,
 NJ0787'IN A GROVE OF TREES AT THE NW CORNER OF A PASTURE, 65 FEET
 NJ0787'SSE OF THE CORNER GATE POST, 38 FEET SE OF A 30-INCH MAPLE,
 NJ0787'101 FEET SE OF THE NW FENCE CORNER POST, 77 FEET E OF THE
 NJ0787'NE CORNER OF CONCRETE WATER TROUGH AT THE W SIDE OF PASTURE,
 NJ0787'165 FEET SW OF THE SW CORNER OF THE CONCRETE WATER TROUGH AT
 NJ0787'THE N SIDE OF THE PASTURE.  THE MARK IS FLUSH WITH THE
 NJ0787'SURFACE.
 NJ0787'
 NJ0787'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NJ0787'BRONZE DISKS SET IN CONCRETE.
 NJ0787'
 NJ0787'REFERENCE MARK NO. 1 IS SE OF STATION, 65 FEET NE OF A 24-INCH
 NJ0787'WALNUT TREE, 36 FEET WNW OF A 10-INCH CEDAR TREE, 6 INCHES
 NJ0787'NE OF A BARBED-WIRE FENCE, AND MARK PROJECTS 8 INCHES.
 NJ0787'
 NJ0787'REFERENCE MARK NO. 2 IS SSW OF STATION, 1 FOOT W OF A BARBED-WIRE
 NJ0787'FENCE, 5 FEET SSW OF A POST, 39 FEET W OF A 24-INCH WALNUT TREE,
 NJ0787'99.07 FEET WSW OF REFERENCE MARK NO. 1.
 NJ0787'
 NJ0787'AZIMUTH MARK IS NE OF STATION, 45 FEET S OF CENTER LINE OF
 NJ0787'BLAND AVENUE, 6 INCHES N OF WIRE FENCE, 18 FEET E OF A TELEPHONE
 NJ0787'POLE, 30 FEET SE OF A SIGN AMERICAN WHITE ASH TREES, ETC.,
 NJ0787'AND PROJECTS 4 INCHES.
 NJ0787'
 NJ0787'ALL LIGHTS CAME INTO VIEW AT 55 FEET.
 NJ0787'
 NJ0787'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0788 ***********************************************************************
 NJ0788  DESIGNATION -  INDEPENDENCE CITY WTR WORK STK
 NJ0788  PID         -  NJ0788
 NJ0788  STATE/COUNTY-  IA/BUCHANAN
 NJ0788  USGS QUAD   -  INDEPENDENCE (1982)
 NJ0788
 NJ0788                         *CURRENT SURVEY CONTROL
 NJ0788  ___________________________________________________________________
 NJ0788* NAD 83(1996)-  42 28 11.17853(N)    091 53 44.41459(W)     ADJUSTED  
 NJ0788* NAVD 88     -                                                        
 NJ0788  ___________________________________________________________________
 NJ0788  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 NJ0788  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 NJ0788
 NJ0788  HORZ ORDER  -  THIRD
 NJ0788
 NJ0788.The horizontal coordinates were established by classical geodetic methods
 NJ0788.and adjusted by the National Geodetic Survey in May 1999..
 NJ0788
 NJ0788
 NJ0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0788
 NJ0788.The geoid height was determined by GEOID03.
 NJ0788
 NJ0788;                    North         East     Units Scale Factor Converg.
 NJ0788;SPC IA N     - 1,108,970.253 1,631,923.440   MT  0.99995130   +1 05 14.4
 NJ0788;UTM  15      - 4,702,527.353   590,782.666   MT  0.99970140   +0 44 44.5
 NJ0788
 NJ0788                          SUPERSEDED SURVEY CONTROL
 NJ0788
 NJ0788  NAD 83(1996)-  42 28 11.17638(N)    091 53 44.41390(W) AD(       ) 4
 NJ0788  NAD 83(1986)-  42 28 11.17201(N)    091 53 44.41525(W) AD(       ) 4
 NJ0788  NAD 27      -  42 28 11.22400(N)    091 53 43.79100(W) AD(       ) 3
 NJ0788
 NJ0788.Superseded values are not recommended for survey control.
 NJ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0788.See file dsdata.txt to determine how the superseded data were derived.
 NJ0788
 NJ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9078302527(NAD 83)
 NJ0788_MARKER: 63 = STACK
 NJ0788
 NJ0788  HISTORY     - Date     Condition        Report By
 NJ0788  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0788
 NJ0788                          STATION DESCRIPTION
 NJ0788
 NJ0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0788'STATION IS THE CENTER OF THE LARGE CONCRETE STACK AT THE CITY
 NJ0788'WATER WORKS PUMPING STATION.  THE STACK HAS AN ENLARGED BAND
 NJ0788'ABOUT 2 FEET BELOW THE TOP.  IT IS ABOUT 90 FEET HIGH AND IS
 NJ0788'NOT VERY PROMINENT.  THE WATER WORKS PLANT WAS ERECTED IN
 NJ0788'1886.
 NJ0788'
 NJ0788'THE STACK IS ON THE W BANK OF THE WAPSIPINICON RIVER, ON THE
 NJ0788'N SIDE OF THE PLANT WHICH IS AT THE NW CORNER OF 2ND STREET,
 NJ0788'NW AND 4TH AVENUE, NW (THE TWO STREETS END AT THE PLANT) AND
 NJ0788'1 BLOCK N OF U.S. HIGHWAY 20, WHICH IS THE MAIN STREET OF
 NJ0788'TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0790 ***********************************************************************
 NJ0790  DESIGNATION -  INDEPENDENCE HW CARMICHAEL STK
 NJ0790  PID         -  NJ0790
 NJ0790  STATE/COUNTY-  IA/BUCHANAN
 NJ0790  USGS QUAD   -  INDEPENDENCE (1982)
 NJ0790
 NJ0790                         *CURRENT SURVEY CONTROL
 NJ0790  ___________________________________________________________________
 NJ0790* NAD 83(1996)-  42 28 39.95406(N)    091 53 30.23120(W)     ADJUSTED  
 NJ0790* NAVD 88     -                                                        
 NJ0790  ___________________________________________________________________
 NJ0790  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 NJ0790  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 NJ0790
 NJ0790  HORZ ORDER  -  THIRD
 NJ0790
 NJ0790.The horizontal coordinates were established by classical geodetic methods
 NJ0790.and adjusted by the National Geodetic Survey in May 1999..
 NJ0790
 NJ0790
 NJ0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0790
 NJ0790.The geoid height was determined by GEOID03.
 NJ0790
 NJ0790;                    North         East     Units Scale Factor Converg.
 NJ0790;SPC IA N     - 1,109,864.109 1,632,230.482   MT  0.99995083   +1 05 24.0
 NJ0790;UTM  15      - 4,703,419.141   591,094.954   MT  0.99970210   +0 44 54.5
 NJ0790
 NJ0790                          SUPERSEDED SURVEY CONTROL
 NJ0790
 NJ0790  NAD 83(1996)-  42 28 39.95208(N)    091 53 30.23038(W) AD(       ) 4
 NJ0790  NAD 83(1986)-  42 28 39.94740(N)    091 53 30.23195(W) AD(       ) 4
 NJ0790  NAD 27      -  42 28 40.00000(N)    091 53 29.61000(W) AD(       ) 3
 NJ0790
 NJ0790.Superseded values are not recommended for survey control.
 NJ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0790.See file dsdata.txt to determine how the superseded data were derived.
 NJ0790
 NJ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9109503419(NAD 83)
 NJ0790_MARKER: 63 = STACK
 NJ0790
 NJ0790  HISTORY     - Date     Condition        Report By
 NJ0790  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0790
 NJ0790                          STATION DESCRIPTION
 NJ0790
 NJ0790'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0782 ***********************************************************************
 NJ0782  DESIGNATION -  INDEPENDENCE MUNICIPAL TANK
 NJ0782  PID         -  NJ0782
 NJ0782  STATE/COUNTY-  IA/BUCHANAN
 NJ0782  USGS QUAD   -  INDEPENDENCE (1982)
 NJ0782
 NJ0782                         *CURRENT SURVEY CONTROL
 NJ0782  ___________________________________________________________________
 NJ0782* NAD 83(1996)-  42 28 12.43756(N)    091 53 15.74602(W)     ADJUSTED  
 NJ0782* NAVD 88     -                                                        
 NJ0782  ___________________________________________________________________
 NJ0782  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 NJ0782  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 NJ0782
 NJ0782  HORZ ORDER  -  THIRD
 NJ0782
 NJ0782.The horizontal coordinates were established by classical geodetic methods
 NJ0782.and adjusted by the National Geodetic Survey in May 1999..
 NJ0782
 NJ0782
 NJ0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0782
 NJ0782.The geoid height was determined by GEOID03.
 NJ0782
 NJ0782;                    North         East     Units Scale Factor Converg.
 NJ0782;SPC IA N     - 1,109,021.550 1,632,577.455   MT  0.99995128   +1 05 33.8
 NJ0782;UTM  15      - 4,702,574.738   591,436.812   MT  0.99970286   +0 45 03.9
 NJ0782
 NJ0782                          SUPERSEDED SURVEY CONTROL
 NJ0782
 NJ0782  NAD 83(1996)-  42 28 12.43536(N)    091 53 15.74530(W) AD(       ) 4
 NJ0782  NAD 83(1986)-  42 28 12.43103(N)    091 53 15.74679(W) AD(       ) 4
 NJ0782  NAD 27      -  42 28 12.48300(N)    091 53 15.12300(W) AD(       ) 3
 NJ0782
 NJ0782.Superseded values are not recommended for survey control.
 NJ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0782.See file dsdata.txt to determine how the superseded data were derived.
 NJ0782
 NJ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9143702575(NAD 83)
 NJ0782_MARKER: 53 = ELEVATED TANK
 NJ0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0782+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 NJ0782
 NJ0782  HISTORY     - Date     Condition        Report By
 NJ0782  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0782  HISTORY     - 20040903 GOOD             GEOCAC
 NJ0782
 NJ0782                          STATION DESCRIPTION
 NJ0782
 NJ0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0782'STATION IS THE CENTER OF THE LIGHT ON TOP OF THE INDEPENDENCE
 NJ0782'MUNICIPAL WATER TANK.  THE LIGHT IS MOUNTED ABOVE THE BALL ON
 NJ0782'TOP OF THE TANK AND IS APPROXIMATELY AT THE CENTER OF THE TANK.
 NJ0782'THE TANK IS A LARGE, TALL, SILVER, STEEL TANK SUPPORTED BY SIX
 NJ0782'LEGS.  THERE IS A LARGE, CYLINDRICAL, BLACK, STEEL HOUSING AROUND
 NJ0782'THE FEED PIPE.  IT IS ABOUT 110 FEET HIGH AND IS VERY PROMINENT.
 NJ0782'IT WAS ERECTED IN 1926.
 NJ0782'
 NJ0782'THE TANK IS 1 BLOCK N OF U.S. HIGHWAY 20, WHICH IS THE MAIN
 NJ0782'STREET OF TOWN AND 1 BLOCK E OF STATE HIGHWAY 11, NEAR THE
 NJ0782'SW CORNER OF THE CITY PARK, ABOUT 100 FEET N OF THE CENTER
 NJ0782'LINE OF 2ND STREET, NE, AND ABOUT 65 FEET E OF THE CENTER LINE
 NJ0782'OF 6TH AVENUE, NE.
 NJ0782
 NJ0782                          STATION RECOVERY (2004)
 NJ0782
 NJ0782'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 NJ0782'CYLINDRICAL SILVER TANK WITH ROUNDED BOTTOM AND RED CONICAL ROOF, ON 6
 NJ0782'LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0784 ***********************************************************************
 NJ0784  DESIGNATION -  INDEPENDENCE ST HOSP SHORT STK
 NJ0784  PID         -  NJ0784
 NJ0784  STATE/COUNTY-  IA/BUCHANAN
 NJ0784  USGS QUAD   -  INDEPENDENCE (1982)
 NJ0784
 NJ0784                         *CURRENT SURVEY CONTROL
 NJ0784  ___________________________________________________________________
 NJ0784* NAD 83(1996)-  42 27 25.06005(N)    091 55 36.86717(W)     ADJUSTED  
 NJ0784* NAVD 88     -                                                        
 NJ0784  ___________________________________________________________________
 NJ0784  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 NJ0784  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 NJ0784
 NJ0784  HORZ ORDER  -  THIRD
 NJ0784
 NJ0784.The horizontal coordinates were established by classical geodetic methods
 NJ0784.and adjusted by the National Geodetic Survey in May 1999..
 NJ0784
 NJ0784
 NJ0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0784
 NJ0784.The geoid height was determined by GEOID03.
 NJ0784
 NJ0784;                    North         East     Units Scale Factor Converg.
 NJ0784;SPC IA N     - 1,107,499.256 1,629,381.623   MT  0.99995210   +1 03 58.2
 NJ0784;UTM  15      - 4,701,071.909   588,232.768   MT  0.99969578   +0 43 27.9
 NJ0784
 NJ0784                          SUPERSEDED SURVEY CONTROL
 NJ0784
 NJ0784  NAD 83(1996)-  42 27 25.05770(N)    091 55 36.86671(W) AD(       ) 4
 NJ0784  NAD 83(1986)-  42 27 25.05370(N)    091 55 36.86750(W) AD(       ) 4
 NJ0784  NAD 27      -  42 27 25.10400(N)    091 55 36.24100(W) AD(       ) 3
 NJ0784
 NJ0784.Superseded values are not recommended for survey control.
 NJ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0784.See file dsdata.txt to determine how the superseded data were derived.
 NJ0784
 NJ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8823301072(NAD 83)
 NJ0784_MARKER: 63 = STACK
 NJ0784
 NJ0784  HISTORY     - Date     Condition        Report By
 NJ0784  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0784
 NJ0784                          STATION DESCRIPTION
 NJ0784
 NJ0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0784'STATION IS TALL, RED, BRICK, STACK-IOWA STATE HOSPITAL POWER
 NJ0784'HOUSE, SHORTER OF TWO STACKS AT THE POWER HOUSE, LOCATED AT
 NJ0784'THE NW CORNER OF THE POWER HOUSE, ABOUT 300 FEET W OF THE MAIN
 NJ0784'HOSPITAL BUILDING, ABOUT 75 FEET SE OF THE FIRE HOUSE.  IT IS
 NJ0784'ABOUT 125 FEET TALL, AND WAS ERECTED IN 1921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0785 ***********************************************************************
 NJ0785  DESIGNATION -  INDEPENDENCE ST HOSP TALL STK
 NJ0785  PID         -  NJ0785
 NJ0785  STATE/COUNTY-  IA/BUCHANAN
 NJ0785  USGS QUAD   -  INDEPENDENCE (1982)
 NJ0785
 NJ0785                         *CURRENT SURVEY CONTROL
 NJ0785  ___________________________________________________________________
 NJ0785* NAD 83(1996)-  42 27 24.11772(N)    091 55 36.59811(W)     ADJUSTED  
 NJ0785* NAVD 88     -                                                        
 NJ0785  ___________________________________________________________________
 NJ0785  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 NJ0785  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 NJ0785
 NJ0785  HORZ ORDER  -  THIRD
 NJ0785
 NJ0785.The horizontal coordinates were established by classical geodetic methods
 NJ0785.and adjusted by the National Geodetic Survey in May 1999..
 NJ0785
 NJ0785
 NJ0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0785
 NJ0785.The geoid height was determined by GEOID03.
 NJ0785
 NJ0785;                    North         East     Units Scale Factor Converg.
 NJ0785;SPC IA N     - 1,107,470.300 1,629,388.310   MT  0.99995211   +1 03 58.3
 NJ0785;UTM  15      - 4,701,042.922   588,239.280   MT  0.99969580   +0 43 28.1
 NJ0785
 NJ0785                          SUPERSEDED SURVEY CONTROL
 NJ0785
 NJ0785  NAD 83(1996)-  42 27 24.11536(N)    091 55 36.59760(W) AD(       ) 4
 NJ0785  NAD 83(1986)-  42 27 24.11137(N)    091 55 36.59845(W) AD(       ) 4
 NJ0785  NAD 27      -  42 27 24.16100(N)    091 55 35.97300(W) AD(       ) 3
 NJ0785
 NJ0785.Superseded values are not recommended for survey control.
 NJ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0785.See file dsdata.txt to determine how the superseded data were derived.
 NJ0785
 NJ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8823901043(NAD 83)
 NJ0785_MARKER: 63 = STACK
 NJ0785
 NJ0785  HISTORY     - Date     Condition        Report By
 NJ0785  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0785
 NJ0785                          STATION DESCRIPTION
 NJ0785
 NJ0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0785'STATION IS A VERY TALL RED BRICK STACK - IOWA STATE HOSPITAL
 NJ0785'POWER HOUSE, ON THE S SIDE OF THE POWER HOUSE, ABOUT 300
 NJ0785'FEET W OF THE MAIN HOSPITAL BUILDING, ABOUT 100 FEET SSE OF
 NJ0785'THE SHORTER BRICK STACK AT THE NW CORNER OF THE POWER HOUSE.
 NJ0785'IT IS ABOUT 185 FEET TALL, AND WAS ERECTED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0783 ***********************************************************************
 NJ0783  DESIGNATION -  INDEPENDENCE ST JOHNS T SPIRE
 NJ0783  PID         -  NJ0783
 NJ0783  STATE/COUNTY-  IA/BUCHANAN
 NJ0783  USGS QUAD   -  INDEPENDENCE (1982)
 NJ0783
 NJ0783                         *CURRENT SURVEY CONTROL
 NJ0783  ___________________________________________________________________
 NJ0783* NAD 83(1996)-  42 28 11.99651(N)    091 53 24.50384(W)     ADJUSTED  
 NJ0783* NAVD 88     -                                                        
 NJ0783  ___________________________________________________________________
 NJ0783  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 NJ0783  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 NJ0783
 NJ0783  HORZ ORDER  -  THIRD
 NJ0783
 NJ0783.The horizontal coordinates were established by classical geodetic methods
 NJ0783.and adjusted by the National Geodetic Survey in May 1999..
 NJ0783
 NJ0783
 NJ0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0783
 NJ0783.The geoid height was determined by GEOID03.
 NJ0783
 NJ0783;                    North         East     Units Scale Factor Converg.
 NJ0783;SPC IA N     - 1,109,004.132 1,632,377.697   MT  0.99995129   +1 05 27.9
 NJ0783;UTM  15      - 4,702,558.516   591,237.004   MT  0.99970242   +0 44 58.0
 NJ0783
 NJ0783                          SUPERSEDED SURVEY CONTROL
 NJ0783
 NJ0783  NAD 83(1996)-  42 28 11.99432(N)    091 53 24.50312(W) AD(       ) 4
 NJ0783  NAD 83(1986)-  42 28 11.98997(N)    091 53 24.50457(W) AD(       ) 4
 NJ0783  NAD 27      -  42 28 12.04200(N)    091 53 23.88100(W) AD(       ) 3
 NJ0783
 NJ0783.Superseded values are not recommended for survey control.
 NJ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0783.See file dsdata.txt to determine how the superseded data were derived.
 NJ0783
 NJ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9123702559(NAD 83)
 NJ0783_MARKER: 90 = CHURCH SPIRE
 NJ0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0783+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 NJ0783
 NJ0783  HISTORY     - Date     Condition        Report By
 NJ0783  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0783  HISTORY     - 20040903 GOOD             GEOCAC
 NJ0783
 NJ0783                          STATION DESCRIPTION
 NJ0783
 NJ0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0783'STATION IS THE BASE OF THE CROSS ON TOP OF THE TALLER OF TWO
 NJ0783'SPIRES ON THE ST. JOHNS CHURCH.  THE CHURCH IS A RED BRICK
 NJ0783'BUILDING WITH A SQUARE RED BRICK TOWER AND BELFRY AT THE SW
 NJ0783'CORNER.  THE BELFRY HAS A DOUBLE LOUVERED WINDOW ON EACH SIDE.
 NJ0783'ABOVE THE LOUVERED WINDOW IS A CIRCULAR GLASS WINDOW.  THE BRICK
 NJ0783'WALL OF THE TOWER IS BUILT UP TO A POINT ON FOUR SIDES.
 NJ0783'SURMOUNTING THE TOWER IS AN OCTAGONAL GRAY SLATE SPIRE WITH
 NJ0783'A GOLD CROSS ON TOP.  THERE IS A TRIANGULAR LOUVERED DORMER
 NJ0783'WINDOW ON FOUR SIDES OF THE SPIRE ABOUT MIDWAY BETWEEN THE
 NJ0783'BASE AND TOP.  THE SPIRE HAS PRONOUNCED CORBEL AT ITS TIP.
 NJ0783'THE SPIRE IS ABOUT 100 FEET HIGH AND IS QUITE PROMINENT.  THE
 NJ0783'BUILDING WAS ERECTED IN 1911.
 NJ0783'
 NJ0783'AT THE SE CORNER OF THE CHURCH IS A TOWER AND SPIRE SIMILAR
 NJ0783'TO THE ONE AT THE SW CORNER EXCEPT THAT THE TOWER AT THE
 NJ0783'SE CORNER HAS NO BELFRY AND IS ABOUT 20 FEET LOWER THAN THE
 NJ0783'OTHER.
 NJ0783'
 NJ0783'THE CHURCH IS 1 BLOCK N OF U.S. HIGHWAY 20 WHICH IS THE MAIN
 NJ0783'STREET OF TOWN, AND IS 1 BLOCK W OF STATE HIGHWAY 11.  IT IS
 NJ0783'AT THE NE CORNER OF 4TH AVENUE, NE, AND 2ND STREET, NE.
 NJ0783
 NJ0783                          STATION RECOVERY (2004)
 NJ0783
 NJ0783'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 NJ0783'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0786 ***********************************************************************
 NJ0786  DESIGNATION -  INDEPENDENCE ST JOHNS S SPIRE
 NJ0786  PID         -  NJ0786
 NJ0786  STATE/COUNTY-  IA/BUCHANAN
 NJ0786  USGS QUAD   -  INDEPENDENCE (1982)
 NJ0786
 NJ0786                         *CURRENT SURVEY CONTROL
 NJ0786  ___________________________________________________________________
 NJ0786* NAD 83(1996)-  42 28 11.98920(N)    091 53 23.90961(W)     ADJUSTED  
 NJ0786* NAVD 88     -                                                        
 NJ0786  ___________________________________________________________________
 NJ0786  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 NJ0786  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 NJ0786
 NJ0786  HORZ ORDER  -  THIRD
 NJ0786
 NJ0786.The horizontal coordinates were established by classical geodetic methods
 NJ0786.and adjusted by the National Geodetic Survey in May 1999..
 NJ0786
 NJ0786
 NJ0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0786
 NJ0786.The geoid height was determined by GEOID03.
 NJ0786
 NJ0786;                    North         East     Units Scale Factor Converg.
 NJ0786;SPC IA N     - 1,109,004.165 1,632,391.273   MT  0.99995129   +1 05 28.3
 NJ0786;UTM  15      - 4,702,558.468   591,250.576   MT  0.99970245   +0 44 58.4
 NJ0786
 NJ0786                          SUPERSEDED SURVEY CONTROL
 NJ0786
 NJ0786  NAD 83(1996)-  42 28 11.98703(N)    091 53 23.90893(W) AD(       ) 4
 NJ0786  NAD 83(1986)-  42 28 11.98267(N)    091 53 23.91029(W) AD(       ) 4
 NJ0786  NAD 27      -  42 28 12.03500(N)    091 53 23.28700(W) AD(       ) 3
 NJ0786
 NJ0786.Superseded values are not recommended for survey control.
 NJ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0786.See file dsdata.txt to determine how the superseded data were derived.
 NJ0786
 NJ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9125102558(NAD 83)
 NJ0786_MARKER: 90 = CHURCH SPIRE
 NJ0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0786+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 NJ0786
 NJ0786  HISTORY     - Date     Condition        Report By
 NJ0786  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0786  HISTORY     - 20040903 GOOD             GEOCAC
 NJ0786
 NJ0786                          STATION DESCRIPTION
 NJ0786
 NJ0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0786'STATION IS THE BASE OF THE CROSS ON TOP OF THE SHORTER OF TWO
 NJ0786'SPIRES ON THE ST. JOHNS CHURCH.  THE CHURCH IS A RED BRICK
 NJ0786'BUILDING WITH A SQUARE RED BRICK TOWER AND BELFRY AT THE
 NJ0786'SW CORNER.  THE TALLER OF THE TWO SPIRES SURMOUNTS THIS BELFRY.
 NJ0786'THERE IS A RED BRICK TOWER AT THE SE CORNER OF THE BUILDING
 NJ0786'WHICH IS SURMOUNTED BY AN OCTAGONAL GRAY SLATE SPIRE WITH A GOLD
 NJ0786'CROSS ON TOP.  THE TOWER AT THE SE CORNER IS SIMILAR TO THE
 NJ0786'ONE AT THE SW CORNER EXCEPT THAT IT HAS NO BELFRY.  THE TALL
 NJ0786'SPIRE IS ABOUT 100 FEET HIGH AND IS QUITE PROMINENT.  THE
 NJ0786'SHORTER SPIRE IS ABOUT 80 FEET HIGH AND IS NOT VERY PROMINENT.
 NJ0786'THE BUILDING WAS ERECTED IN 1911.
 NJ0786'
 NJ0786'THE CHURCH IS 1 BLOCK N OF U.S. HIGHWAY 20, WHICH IS THE
 NJ0786'MAIN STREET OF TOWN, AND IS 1 BLOCK W OF STATE HIGHWAY 11.  IT
 NJ0786'IS AT THE NE CORNER OF 4TH AVENUE, NE AND 2ND STREET, NE.
 NJ0786
 NJ0786                          STATION RECOVERY (2004)
 NJ0786
 NJ0786'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 NJ0786'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0789 ***********************************************************************
 NJ0789  DESIGNATION -  INDEPENDENCE ST JOSEPHS CH
 NJ0789  PID         -  NJ0789
 NJ0789  STATE/COUNTY-  IA/BUCHANAN
 NJ0789  USGS QUAD   -  INDEPENDENCE (1982)
 NJ0789
 NJ0789                         *CURRENT SURVEY CONTROL
 NJ0789  ___________________________________________________________________
 NJ0789* NAD 83(1996)-  42 28 24.06119(N)    091 53 35.14663(W)     ADJUSTED  
 NJ0789* NAVD 88     -                                                        
 NJ0789  ___________________________________________________________________
 NJ0789  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 NJ0789  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 NJ0789
 NJ0789  HORZ ORDER  -  THIRD
 NJ0789
 NJ0789.The horizontal coordinates were established by classical geodetic methods
 NJ0789.and adjusted by the National Geodetic Survey in May 1999..
 NJ0789
 NJ0789
 NJ0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0789
 NJ0789.The geoid height was determined by GEOID03.
 NJ0789
 NJ0789;                    North         East     Units Scale Factor Converg.
 NJ0789;SPC IA N     - 1,109,371.692 1,632,127.554   MT  0.99995109   +1 05 20.7
 NJ0789;UTM  15      - 4,702,927.469   590,989.119   MT  0.99970186   +0 44 50.9
 NJ0789
 NJ0789                          SUPERSEDED SURVEY CONTROL
 NJ0789
 NJ0789  NAD 83(1996)-  42 28 24.05918(N)    091 53 35.14578(W) AD(       ) 4
 NJ0789  NAD 83(1986)-  42 28 24.05458(N)    091 53 35.14738(W) AD(       ) 4
 NJ0789  NAD 27      -  42 28 24.10000(N)    091 53 34.53000(W) AD(       ) 3
 NJ0789
 NJ0789.Superseded values are not recommended for survey control.
 NJ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0789.See file dsdata.txt to determine how the superseded data were derived.
 NJ0789
 NJ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9098902927(NAD 83)
 NJ0789_MARKER: 90 = CHURCH SPIRE
 NJ0789
 NJ0789  HISTORY     - Date     Condition        Report By
 NJ0789  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0789
 NJ0789                          STATION DESCRIPTION
 NJ0789
 NJ0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0789'STATION IS THE BASE OF THE GOLD CROSS ON THE SPIRE SURMOUNTING
 NJ0789'THE ST. JOSEPHS CHURCH.  THE CHURCH IS A WHITE FRAME BUILDING
 NJ0789'WITH A SQUARE WHITE FRAME TOWER AND BELFRY AT THE FRONT (W)
 NJ0789'CENTER OF THE BUILDING.  THE BELFRY HAS A LOUVERED WINDOW
 NJ0789'ON EACH SIDE.  THE CENTER SECTION OF EACH SIDE OF THE TOWER
 NJ0789'IS BUILT UP FORMING A DORMER AT THE BASE OF THE SPIRE.  THE
 NJ0789'DORMERS HAVE SHARP GABLE ROOFS.  THE SPIRE IS OCTAGONAL COVERED
 NJ0789'WITH RED SHINGLES AND HAS PRONOUNCED CORBEL AT THE TOP.  IT
 NJ0789'IS ABOUT 75 FEET HIGH AND IS NOT VERY PROMINENT.  THE
 NJ0789'BUILDING WAS ERECTED IN 1882.
 NJ0789'
 NJ0789'THE CHURCH IS 5 BLOCKS N OF U.S. HIGHWAY 20, WHICH IS THE
 NJ0789'MAIN STREET OF TOWN AND IS AT THE SE CORNER OF 6TH STREET NE,
 NJ0789'AND 2ND AVENUE, NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0576 ***********************************************************************
 MH0576  DESIGNATION -  INDIAN
 MH0576  PID         -  MH0576
 MH0576  STATE/COUNTY-  IA/TAMA
 MH0576  USGS QUAD   -  MONTOUR (1980)
 MH0576
 MH0576                         *CURRENT SURVEY CONTROL
 MH0576  ___________________________________________________________________
 MH0576* NAD 83(1996)-  41 59 50.29459(N)    092 38 23.08785(W)     ADJUSTED  
 MH0576* NAVD 88     -       302.8    (meters)     993.     (feet)  VERTCON   
 MH0576  ___________________________________________________________________
 MH0576  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 MH0576  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 MH0576
 MH0576  HORZ ORDER  -  SECOND
 MH0576
 MH0576.The horizontal coordinates were established by classical geodetic methods
 MH0576.and adjusted by the National Geodetic Survey in May 1999..
 MH0576
 MH0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0576
 MH0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0576
 MH0576.The geoid height was determined by GEOID03.
 MH0576
 MH0576;                    North         East     Units Scale Factor Converg.
 MH0576;SPC IA N     - 1,055,601.612 1,571,275.374   MT  1.00001331   +0 34 58.9
 MH0576;UTM  15      - 4,649,539.659   529,836.608   MT  0.99961095   +0 14 27.8
 MH0576
 MH0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0576!SPC IA N     -   0.99995749  x   1.00001331  =   0.99997080
 MH0576!UTM  15      -   0.99995749  x   0.99961095  =   0.99956845
 MH0576
 MH0576|---------------------------------------------------------------------|
 MH0576| PID    Reference Object                     Distance      Geod. Az  |
 MH0576|                                                           dddmmss.s |
 MH0576| CL9586 INDIAN RM 2                          13.346 METERS 09215     |
 MH0576| CL9584 INDIAN AZ MK                                       2732612.6 |
 MH0576| CL9585 INDIAN RM 1                          19.109 METERS 27922     |
 MH0576|---------------------------------------------------------------------|
 MH0576
 MH0576                          SUPERSEDED SURVEY CONTROL
 MH0576
 MH0576  NAD 83(1986)-  41 59 50.30046(N)    092 38 23.08851(W) AD(       ) 2
 MH0576  NAD 27      -  41 59 50.33422(N)    092 38 22.38745(W) AD(       ) 2
 MH0576  NGVD 29 (07/19/86)  302.8    (m)          993.     (f) VERT ANG       
 MH0576
 MH0576.Superseded values are not recommended for survey control.
 MH0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0576.See file dsdata.txt to determine how the superseded data were derived.
 MH0576
 MH0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2983749540(NAD 83)
 MH0576_MARKER: DD = SURVEY DISK
 MH0576_SETTING: 0 = UNSPECIFIED SETTING
 MH0576
 MH0576  HISTORY     - Date     Condition        Report By
 MH0576  HISTORY     - 1970     MONUMENTED       USGS
 MH0576
 MH0576                          STATION DESCRIPTION
 MH0576
 MH0576'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 MH0576'THE STATION IS ABOUT 3.0 MI W. OF TOLEDO, IOWA, NEAR THE CENTER
 MH0576'OF THE S. HALF OF SEC. 18, T. 83 N., R. 15 W.
 MH0576'
 MH0576'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 30 AND
 MH0576'U.S. HWY. 63 NEAR THE S. EDGE OF TOLEDO, GO W. ON U.S. HWY. 30
 MH0576'FOR 3.2 MI TO A FIELD ENTRANCE N. AND STATION ON RIGHT (N.).
 MH0576'
 MH0576'STATION MARK, STAMPED ET INDIAN 1970 IS 70 FT N. AND 11 FT
 MH0576'E. OF CENTER OF RD. AT FIELD ENTRANCE N., 6 FT S. OF N. RIGHT-OF-WAY
 MH0576'FENCE, 6 FT S. OF USGS WITNESS POST.
 MH0576'
 MH0576'REFERENCE MARK NO. 1, STAMPED INDIAN NO 1 1970 IS W. OF THE
 MH0576'STATION, 72 FT N. AND 51 FT W. OF CENTER OF RD. AT FIELD ENTRANCE
 MH0576'N., 3 FT S. OF N. RIGHT-OF-WAY FENCE.
 MH0576'
 MH0576'REFERENCE MARK NO. 2, STAMPED INDIAN NO 2 1970 IS E. OF THE
 MH0576'STATION, 73 FT N. AND 55 FT E. OF CENTER OF RD. AT FIELD ENTRANCE
 MH0576'N., 2 FT S. OF N. RIGHT-OF-WAY FENCE.
 MH0576'
 MH0576'AZIMUTH MARK, STAMPED INDIAN 1970 IS W. OF THE STATION, ABOUT 0.6
 MH0576'MI, 122 FT S. AND 401 FT W. OF CENTER OF HWY. AT DRIVE S., 6 FT
 MH0576'N. OF S. RIGHT-OF-WAY FENCE.
 MH0576'
 MH0576'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 MH0576'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 MH0576'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE SET FLUSH WITH THE
 MH0576'GROUND.
 MH0576'
 MH0576'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0655 ***********************************************************************
 MH0655  DESIGNATION -  INDIANOLA STANDPIPE
 MH0655  PID         -  MH0655
 MH0655  STATE/COUNTY-  IA/WARREN
 MH0655  USGS QUAD   -  INDIANOLA (1983)
 MH0655
 MH0655                         *CURRENT SURVEY CONTROL
 MH0655  ___________________________________________________________________
 MH0655* NAD 83(1996)-  41 21 41.60589(N)    093 33 32.98555(W)     ADJUSTED  
 MH0655* NAVD 88     -                                                        
 MH0655  ___________________________________________________________________
 MH0655  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 MH0655  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 MH0655
 MH0655  HORZ ORDER  -  THIRD
 MH0655
 MH0655.The horizontal coordinates were established by classical geodetic methods
 MH0655.and adjusted by the National Geodetic Survey in May 1999..
 MH0655
 MH0655
 MH0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0655
 MH0655.The geoid height was determined by GEOID03.
 MH0655
 MH0655;                    North         East     Units Scale Factor Converg.
 MH0655;SPC IA S     -   151,201.446   495,049.876   MT  0.99995229   -0 02 20.3
 MH0655;UTM  15      - 4,579,045.411   453,231.386   MT  0.99962692   -0 22 10.2
 MH0655
 MH0655                          SUPERSEDED SURVEY CONTROL
 MH0655
 MH0655  NAD 83(1986)-  41 21 41.61071(N)    093 33 32.99596(W) AD(       ) 4
 MH0655  NAD 27      -  41 21 41.62300(N)    093 33 32.21800(W) AD(       ) 3
 MH0655
 MH0655.Superseded values are not recommended for survey control.
 MH0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0655.See file dsdata.txt to determine how the superseded data were derived.
 MH0655
 MH0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF5323179045(NAD 83)
 MH0655_MARKER: 52 = STANDPIPE TANK
 MH0655
 MH0655  HISTORY     - Date     Condition        Report By
 MH0655  HISTORY     - 1928     FIRST OBSERVED   CGS
 MH0655  HISTORY     - 1957     SEE DESCRIPTION  CGS
 MH0655
 MH0655                          STATION DESCRIPTION
 MH0655
 MH0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MH0655'THE ORIGINAL TANK HAS BEEN TORN DOWN AND A NEW TANK ERECTED.
 MH0655'THE STATION SHOULD BE CONSIDERED DESTROYED.  THE NEW TANK
 MH0655'WAS NOT BUILT IN THE SAME LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0972 ***********************************************************************
 NJ0972  DESIGNATION -  INDPORT
 NJ0972  PID         -  NJ0972
 NJ0972  STATE/COUNTY-  IA/BUCHANAN
 NJ0972  USGS QUAD   -  INDEPENDENCE (1982)
 NJ0972
 NJ0972                         *CURRENT SURVEY CONTROL
 NJ0972  ___________________________________________________________________
 NJ0972* NAD 83(1996)-  42 27 18.18139(N)    091 56 50.58410(W)     ADJUSTED  
 NJ0972* NAVD 88     -       295.2    (meters)     969.     (feet)  VERTCON   
 NJ0972  ___________________________________________________________________
 NJ0972  X           -    -160,163.470 (meters)                     COMP
 NJ0972  Y           -  -4,710,501.222 (meters)                     COMP
 NJ0972  Z           -   4,283,210.506 (meters)                     COMP
 NJ0972  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 NJ0972  ELLIP HEIGHT-         264.31  (meters)          (05/06/99) GPS OBS
 NJ0972  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 NJ0972
 NJ0972  HORZ ORDER  -  THIRD
 NJ0972  ELLP ORDER  -  FOURTH    CLASS I
 NJ0972
 NJ0972.This mark is at Independence Municipal Airport (IIB)
 NJ0972
 NJ0972.The horizontal coordinates were established by GPS observations
 NJ0972.and adjusted by the National Geodetic Survey in May 1999..
 NJ0972
 NJ0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0972
 NJ0972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0972
 NJ0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0972
 NJ0972.The ellipsoidal height was determined by GPS observations
 NJ0972.and is referenced to NAD 83.
 NJ0972
 NJ0972.The geoid height was determined by GEOID03.
 NJ0972
 NJ0972;                    North         East     Units Scale Factor Converg.
 NJ0972;SPC IA N     - 1,107,255.919 1,627,701.552   MT  0.99995222   +1 03 08.2
 NJ0972;UTM  15      - 4,700,838.656   586,551.710   MT  0.99969217   +0 42 38.1
 NJ0972
 NJ0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0972!SPC IA N     -   0.99995855  x   0.99995222  =   0.99991077
 NJ0972!UTM  15      -   0.99995855  x   0.99969217  =   0.99965073
 NJ0972
 NJ0972:                Primary Azimuth Mark                     Grid Az
 NJ0972:SPC IA N     -  INDPORT AZ MK                            178 38 47.1
 NJ0972:UTM  15      -  INDPORT AZ MK                            178 59 17.2
 NJ0972
 NJ0972|---------------------------------------------------------------------|
 NJ0972| PID    Reference Object                     Distance      Geod. Az  |
 NJ0972|                                                           dddmmss.s |
 NJ0972| NJ0973 INDPORT AZ MK                       APPROX. 0.7 KM 1794155.3 |
 NJ0972|---------------------------------------------------------------------|
 NJ0972
 NJ0972                          SUPERSEDED SURVEY CONTROL
 NJ0972
 NJ0972  NAD 83(1996)-  42 27 18.18134(N)    091 56 50.58400(W) AD(       ) 3
 NJ0972  NAD 83(1986)-  42 27 18.16974(N)    091 56 50.58117(W) AD(       ) 3
 NJ0972  NGVD 29 (07/09/90)  295.3    (m)          969.     (f) GPS OBS        
 NJ0972
 NJ0972.Superseded values are not recommended for survey control.
 NJ0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0972.See file dsdata.txt to determine how the superseded data were derived.
 NJ0972
 NJ0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8655200839(NAD 83)
 NJ0972_MARKER: I = METAL ROD
 NJ0972_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NJ0972_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NJ0972_STAMPING: INDPORT 1989
 NJ0972_MARK LOGO: NGS   
 NJ0972_PROJECTION: FLUSH
 NJ0972_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0972+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NJ0972_ROD/PIPE-DEPTH: 8.2  meters
 NJ0972_SLEEVE-DEPTH  : 0.91 meters
 NJ0972
 NJ0972  HISTORY     - Date     Condition        Report By
 NJ0972  HISTORY     - 1989     MONUMENTED       NGS
 NJ0972
 NJ0972                          STATION DESCRIPTION
 NJ0972
 NJ0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NJ0972'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) WEST-SOUTHWEST OF
 NJ0972'INDEPENDENCE, AT THE INDEPENDENCE MUNICIPAL AIRPORT AND AT THE
 NJ0972'JUNCTION OF THE ENTRANCE RAMP AND RUNWAY.  OWNERSHIP--CITY OF
 NJ0972'INDEPENDENCE, INDEPENDENCE, IA 50644, PHONE (319) 334-4000.  THE
 NJ0972'AIRPORT MANAGER IS JIM CONNELL.
 NJ0972'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 150, 3RD
 NJ0972'AVENUE NORTHEAST, AND STATE HIGHWAY 939, 1ST STREET, IN INDEPENDENCE,
 NJ0972'GO WEST ON STATE HIGHWAY 939 FOR 3.95 KM (2.45 MI) TO THE JUNCTION OF
 NJ0972'A GRAVEL ROAD ON THE LEFT.  TURN LEFT, SOUTH, ON THE GRAVEL ROAD FOR
 NJ0972'1.1 KM (0.70 MI) TO THE INTERSECTION OF A GRAVEL ROAD.  TURN RIGHT,
 NJ0972'WEST, ON THE GRAVEL ROAD FOR 0.65 KM (0.40 MI) TO THE AIRPORT ENTRANCE
 NJ0972'ROAD ON THE LEFT.  TURN LEFT, SOUTH, ON THE ENTRANCE ROAD FOR 0.25 KM
 NJ0972'(0.15 MI) TO THE ENTRANCE RAMP.  CONTINUE SOUTH TO THE JUNCTION OF THE
 NJ0972'RUNWAY AND THE STATION ON THE LEFT.
 NJ0972'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NJ0972'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 NJ0972'LOCATED 21.2 M (69.6 FT) EAST OF THE CENTER OF THE RUNWAY, 21.5 M
 NJ0972'(70.5 FT) SOUTH OF THE CENTER OF THE ENTRANCE RAMP, 4.2 M (13.8 FT)
 NJ0972'EAST OF THE EAST ONE OF TWO RAMP LIGHTS AND 4.1 M (13.5 FT) EAST OF A
 NJ0972'FIBERGLASS WITNESS POST.
 NJ0972'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NJ0972'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0973 ***********************************************************************
 NJ0973  DESIGNATION -  INDPORT AZ MK
 NJ0973  PID         -  NJ0973
 NJ0973  STATE/COUNTY-  IA/BUCHANAN
 NJ0973  USGS QUAD   -  INDEPENDENCE (1982)
 NJ0973
 NJ0973                         *CURRENT SURVEY CONTROL
 NJ0973  ___________________________________________________________________
 NJ0973* NAD 83(1996)-  42 26 54.26232(N)    091 56 50.41426(W)     ADJUSTED  
 NJ0973* NAVD 88     -       297.9    (meters)     977.     (feet)  VERTCON   
 NJ0973  ___________________________________________________________________
 NJ0973  X           -    -160,176.587 (meters)                     COMP
 NJ0973  Y           -  -4,711,001.231 (meters)                     COMP
 NJ0973  Z           -   4,282,667.732 (meters)                     COMP
 NJ0973  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 NJ0973  ELLIP HEIGHT-         267.00  (meters)          (05/06/99) GPS OBS
 NJ0973  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 NJ0973
 NJ0973  HORZ ORDER  -  THIRD
 NJ0973  ELLP ORDER  -  FOURTH    CLASS I
 NJ0973
 NJ0973.This mark is at Independence Municipal Airport (IIB)
 NJ0973
 NJ0973.The horizontal coordinates were established by GPS observations
 NJ0973.and adjusted by the National Geodetic Survey in May 1999..
 NJ0973
 NJ0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0973
 NJ0973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0973
 NJ0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0973
 NJ0973.The ellipsoidal height was determined by GPS observations
 NJ0973.and is referenced to NAD 83.
 NJ0973
 NJ0973.The geoid height was determined by GEOID03.
 NJ0973
 NJ0973;                    North         East     Units Scale Factor Converg.
 NJ0973;SPC IA N     - 1,106,518.099 1,627,718.986   MT  0.99995265   +1 03 08.3
 NJ0973;UTM  15      - 4,700,100.938   586,564.739   MT  0.99969220   +0 42 37.8
 NJ0973
 NJ0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0973!SPC IA N     -   0.99995813  x   0.99995265  =   0.99991078
 NJ0973!UTM  15      -   0.99995813  x   0.99969220  =   0.99965034
 NJ0973
 NJ0973:                Primary Azimuth Mark                     Grid Az
 NJ0973:SPC IA N     -  INDPORT                                  358 38 47.2
 NJ0973:UTM  15      -  INDPORT                                  358 59 17.7
 NJ0973
 NJ0973|---------------------------------------------------------------------|
 NJ0973| PID    Reference Object                     Distance      Geod. Az  |
 NJ0973|                                                           dddmmss.s |
 NJ0973| NJ0972 INDPORT                             APPROX. 0.7 KM 3594155.5 |
 NJ0973|---------------------------------------------------------------------|
 NJ0973
 NJ0973                          SUPERSEDED SURVEY CONTROL
 NJ0973
 NJ0973  NAD 83(1996)-  42 26 54.26227(N)    091 56 50.41417(W) AD(       ) 3
 NJ0973  NAD 83(1986)-  42 26 54.25068(N)    091 56 50.41133(W) AD(       ) 3
 NJ0973  NGVD 29 (07/09/90)  298.0    (m)          978.     (f) GPS OBS        
 NJ0973
 NJ0973.Superseded values are not recommended for survey control.
 NJ0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0973.See file dsdata.txt to determine how the superseded data were derived.
 NJ0973
 NJ0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8656500101(NAD 83)
 NJ0973_MARKER: I = METAL ROD
 NJ0973_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NJ0973_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NJ0973_STAMPING: INDPORT AZ MK 1989
 NJ0973_MARK LOGO: NGS   
 NJ0973_PROJECTION: FLUSH
 NJ0973_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0973+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NJ0973_ROD/PIPE-DEPTH: 8.2  meters
 NJ0973_SLEEVE-DEPTH  : 0.91 meters
 NJ0973
 NJ0973  HISTORY     - Date     Condition        Report By
 NJ0973  HISTORY     - 1989     MONUMENTED       NGS
 NJ0973
 NJ0973                          STATION DESCRIPTION
 NJ0973
 NJ0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NJ0973'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) WEST-SOUTHWEST OF
 NJ0973'INDEPENDENCE, AT THE INDEPENDENCE MUNICIPAL AIRPORT AT THE TURN-AROUND
 NJ0973'OF RUNWAY 35.  OWNERSHIP--CITY OF INDEPENDENCE, INDEPENDENCE, IA
 NJ0973'50644, PHONE (319) 334-4000.  THE AIRPORT MANAGER IS JIM CONNELL.
 NJ0973'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 150, 3RD
 NJ0973'AVENUE NORTHEAST, AND STATE HIGHWAY 939, 1ST STREET, IN INDEPENDENCE,
 NJ0973'GO WEST ON STATE HIGHWAY 939 FOR 3.95 KM (2.45 MI) TO THE JUNCTION OF
 NJ0973'A GRAVEL ROAD ON THE LEFT.  TURN LEFT, SOUTH, ON THE GRAVEL ROAD FOR
 NJ0973'1.1 KM (0.70 MI) TO THE INTERSECTION OF A GRAVEL ROAD.  TURN RIGHT,
 NJ0973'WEST, ON THE GRAVEL ROAD FOR 0.65 KM (0.40 MI) TO THE AIRPORT ENTRANCE
 NJ0973'ROAD ON THE LEFT.  TURN LEFT, SOUTH, ON THE ENTRANCE ROAD FOR 0.25 KM
 NJ0973'(0.15 MI) TO THE ENTRANCE RAMP THEN SOUTH TO THE JUNCTION OF THE
 NJ0973'RUNWAY.  TURN LEFT, SOUTH, ON THE RUNWAY FOR 0.7 KM (0.45 MI) TO THE
 NJ0973'TURN-AROUND OF RUNWAY 35 AND STATION ON THE LEFT.
 NJ0973'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NJ0973'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 NJ0973'LOCATED 21.8 M (71.5 FT) SOUTH-SOUTHEAST OF A RUNWAY LIGHT, 17.75 M
 NJ0973'(58.2 FT) EAST OF THE CENTER OF THE RUNWAY, 7.2 M (23.6 FT)
 NJ0973'SOUTH-SOUTHEAST OF A CONCRETE CABLE COVER, 3.7 M (12.1 FT) NORTHWEST
 NJ0973'OF THE CURVED EDGE OF THE TURN-AROUND AND 0.3 M (1.0 FT) WEST OF A
 NJ0973'FIBERGLASS WITNESS POST.
 NJ0973'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NJ0973'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0729 ***********************************************************************
 NL0729  DESIGNATION -  INDUSTRY
 NL0729  PID         -  NL0729
 NL0729  STATE/COUNTY-  IA/WEBSTER
 NL0729  USGS QUAD   -  FORT DODGE NORTH (1979)
 NL0729
 NL0729                         *CURRENT SURVEY CONTROL
 NL0729  ___________________________________________________________________
 NL0729* NAD 83(1996)-  42 32 57.96324(N)    094 07 43.87931(W)     ADJUSTED  
 NL0729* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 NL0729  ___________________________________________________________________
 NL0729  LAPLACE CORR-          10.05  (seconds)                    DEFLEC99
 NL0729  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 NL0729
 NL0729  HORZ ORDER  -  FIRST
 NL0729
 NL0729.The horizontal coordinates were established by classical geodetic methods
 NL0729.and adjusted by the National Geodetic Survey in May 1999..
 NL0729
 NL0729.The orthometric height was scaled from a topographic map.
 NL0729
 NL0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0729
 NL0729.The geoid height was determined by GEOID03.
 NL0729
 NL0729;                    North         East     Units Scale Factor Converg.
 NL0729;SPC IA N     - 1,116,759.233 1,448,352.637   MT  0.99994749   -0 25 34.3
 NL0729;UTM  15      - 4,711,399.655   407,318.895   MT  0.99970568   -0 45 48.3
 NL0729
 NL0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0729!SPC IA N     -   0.99994966  x   0.99994749  =   0.99989716
 NL0729!UTM  15      -   0.99994966  x   0.99970568  =   0.99965536
 NL0729
 NL0729:                Primary Azimuth Mark                     Grid Az
 NL0729:SPC IA N     -  FORT DODGE SOY BEAN MILL STK             188 03 08.1
 NL0729:UTM  15      -  FORT DODGE SOY BEAN MILL STK             188 23 22.1
 NL0729
 NL0729|---------------------------------------------------------------------|
 NL0729| PID    Reference Object                     Distance      Geod. Az  |
 NL0729|                                                           dddmmss.s |
 NL0729| NL0768 FORT DODGE SOY BEAN MILL STK        APPROX. 8.8 KM 1873733.8 |
 NL0729| NL0769 FORT DODGE US GYPSUM CO TANK        APPROX. 7.4 KM 1882634.3 |
 NL0729| NL0725 FORT DODGE LUTH CH SPIRE            APPROX. 6.8 KM 2191148.2 |
 NL0729| NL0728 FORT DODGE BOOSTER TANK             APPROX. 6.6 KM 2220733.4 |
 NL0729| CI5747 INDUSTRY RM 1                        23.433 METERS 22605     |
 NL0729| NL0727 FORT DODGE C CHRISTI CATH CH        APPROX. 6.7 KM 2272951.6 |
 NL0729| CI5748 INDUSTRY RM 2                        29.715 METERS 32429     |
 NL0729| CI5746 INDUSTRY AZ MK                                     3581916.6 |
 NL0729|---------------------------------------------------------------------|
 NL0729
 NL0729                          SUPERSEDED SURVEY CONTROL
 NL0729
 NL0729  NAD 83(1996)-  42 32 57.96061(N)    094 07 43.87861(W) AD(       ) 1
 NL0729  NAD 83(1986)-  42 32 57.95472(N)    094 07 43.86977(W) AD(       ) 1
 NL0729  NAD 27      -  42 32 58.06800(N)    094 07 43.02100(W) AD(       ) 1
 NL0729
 NL0729.Superseded values are not recommended for survey control.
 NL0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0729.See file dsdata.txt to determine how the superseded data were derived.
 NL0729
 NL0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0731911400(NAD 83)
 NL0729_MARKER: DS = TRIANGULATION STATION DISK
 NL0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0729
 NL0729  HISTORY     - Date     Condition        Report By
 NL0729  HISTORY     - 1938     MONUMENTED       CGS
 NL0729  HISTORY     - 1953     GOOD             CGS
 NL0729  HISTORY     - 1953     GOOD             CGS
 NL0729  HISTORY     - 1964     GOOD             USGS
 NL0729  HISTORY     - 1976     GOOD             NGS
 NL0729
 NL0729                          STATION DESCRIPTION
 NL0729
 NL0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0729'STATION IS LOCATED ABOUT 4 MILES NE OF FORT DODGE AND 5
 NL0729'MILES S OF BADGER IN THE SW 1/4 OF SEC. 2, T 89 N, R 28 W.
 NL0729'MARK PROJECTS 8 INCHES, SET 1 FOOT E OF N-S
 NL0729'FENCE, 31 FEET E OF CENTER LINE OF N-S ROAD.
 NL0729'
 NL0729'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NL0729'BRONZE DISKS SET IN CONCRETE.
 NL0729'
 NL0729'REACHED FROM FORT DODGE, INTERSECTION OF U.S. HIGHWAY 20
 NL0729'AND 169 ON E SIDE OF TOWN, GO NE, AND N ON U.S. HIGHWAY 169
 NL0729'FOR 2.7 MILES TO CROSSROADS, THENCE E ON GRAVEL ROAD FOR
 NL0729'2.5 MILES TO SIDE ROAD N, THENCE N ON GRAVEL ROAD FOR 0.35
 NL0729'MILE TO STATION ON RIGHT E, WHERE ROAD CROSSES OVER HIGHEST
 NL0729'PART OF RIDGE.
 NL0729'
 NL0729'REFERENCE MARK NO. 1 IS SW OF STATION, ACROSS ROAD, SET
 NL0729'IN N-S FENCE LINE, 30 FEET W OF CENTER LINE OF ROAD,
 NL0729'PROJECTS 8 INCHES.  DISTANCE IS 76.88 FEET.  REFERENCE
 NL0729'MARK NO. 2 IS NW OF STATION ACROSS ROAD, SET IN N-S FENCE
 NL0729'LINE, 30 FEET W OF CENTER LINE OF ROAD., PROJECTS
 NL0729'8 INCHES.  DISTANCE IS 97.49 FEET.
 NL0729'
 NL0729'DISTANCE BETWEEN MARKS IS 132.58 FEET.
 NL0729'
 NL0729'AZIMUTH MARK PROJECTING 8 INCHES IS 0.6 MILE
 NL0729'NNW OF STATION, SET IN N-S FENCE LINE, 30 FEET W OF CENTER
 NL0729'LINE OF ROAD.  FROM STATION GO N ON GRAVEL ROAD 0.6 MILE
 NL0729'TO MARK ON W SIDE OF ROAD, 0.5 MILE S OF CROSSROADS.
 NL0729'
 NL0729'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NL0729
 NL0729                          STATION RECOVERY (1953)
 NL0729
 NL0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFV)
 NL0729'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED
 NL0729'IN GOOD CONDITION.  DESCRIPTION OF AZIMUTH MARK SHOULD READ
 NL0729'AS FOLLOWS--
 NL0729'
 NL0729'AZIMUTH MARK IS 0.6 MI. N-NW OF THE STATION, IN A N-S FENCE
 NL0729'LINE, AND 30 FT. W OF THE CENTERLINE OF A N-S ROAD.  FROM
 NL0729'STATION GO N ON A GRAVEL ROAD FOR 0.6 MI. TO THE AZIMUTH
 NL0729'MARK ON THE W SIDE OF THE ROAD, 0.05 MI. S OF A CROSSROAD.
 NL0729
 NL0729                          STATION RECOVERY (1953)
 NL0729
 NL0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (QJW)
 NL0729'DESCRIPTION ADEQUATE.
 NL0729
 NL0729                          STATION RECOVERY (1964)
 NL0729
 NL0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NL0729'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NL0729
 NL0729                          STATION RECOVERY (1976)
 NL0729
 NL0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 NL0729'STATION RECOVERED AS DESCRIBED IN QUAD 420941 STATION 1006.
 NL0729'REFERENCE MARK 2 AND AZIMUTH MARK HAVE BEEN DISTRUBED BY FARM
 NL0729'MACHINERY AND PROBABLY WILL NOT LAST.
 NL0729'
 NL0729'REACH FROM FORT DODGE, INTERSECTION OF U.S. HGWY 20 AND STATE HGWY
 NL0729'413 ON E. SIDE OF TOWN, GO N. ON STATE 413 FOR 2.7 MILES TO
 NL0729'CROSSROADS, THENCE E. ON WEBSTER COUNTY HGWY. D-14 FOR 2.5 MILES
 NL0729'TO SIDE ROAD N., THENCE ON GRAVEL ROAD N. FOR 0.35 MILES TO
 NL0729'STATION ON RIGHT E., WHERE ROAD CROSSES OVER HIGHEST PART OF
 NL0729'RIDGE.
 NL0729'
 NL0729'REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 NL0729'
 NL0729'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NE OF
 NL0729'FORT DODGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0801 ***********************************************************************
 LD0801  DESIGNATION -  INSTITUTE
 LD0801  PID         -  LD0801
 LD0801  STATE/COUNTY-  IA/LEE
 LD0801  USGS QUAD   -  NAUVOO (1975)
 LD0801
 LD0801                         *CURRENT SURVEY CONTROL
 LD0801  ___________________________________________________________________
 LD0801* NAD 83(1996)-  40 31 34.26969(N)    091 24 01.69363(W)     ADJUSTED  
 LD0801* NAVD 88     -       207.59   (+/-2cm)     681.1    (feet)  VERTCON   
 LD0801  ___________________________________________________________________
 LD0801  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 LD0801  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LD0801
 LD0801  HORZ ORDER  -  FIRST
 LD0801  VERT ORDER  -  THIRD ? (See Below)
 LD0801
 LD0801.The horizontal coordinates were established by classical geodetic methods
 LD0801.and adjusted by the National Geodetic Survey in May 1999..
 LD0801
 LD0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0801.The vertical order pertains to the NGVD 29 superseded value.
 LD0801
 LD0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0801
 LD0801.The geoid height was determined by GEOID03.
 LD0801
 LD0801;                    North         East     Units Scale Factor Converg.
 LD0801;SPC IA S     -    60,579.459   677,888.991   MT  1.00001720   +1 22 58.7
 LD0801;SPC IL W     -   429,143.362   595,458.765   MT  1.00007565   -0 48 06.5
 LD0801;SPC IL W     - 1,407,947.85  1,953,600.96   sFT  1.00007565   -0 48 06.5
 LD0801;SPC MO E     -   521,261.677   173,703.412   MT  1.00000496   -0 35 06.5
 LD0801;UTM  15      - 4,487,390.425   635,484.368   MT  0.99982595   +1 02 22.3
 LD0801
 LD0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0801!SPC IA S     -   0.99997265  x   1.00001720  =   0.99998985
 LD0801!SPC IL W     -   0.99997265  x   1.00007565  =   1.00004829
 LD0801!SPC MO E     -   0.99997265  x   1.00000496  =   0.99997761
 LD0801!UTM  15      -   0.99997265  x   0.99982595  =   0.99979860
 LD0801
 LD0801:                Primary Azimuth Mark                     Grid Az
 LD0801:SPC IA S     -  NAUVOO WATER TANK                        027 47 48.9
 LD0801:SPC IL W     -  NAUVOO WATER TANK                        029 58 54.1
 LD0801:SPC MO E     -  NAUVOO WATER TANK                        029 45 54.1
 LD0801:UTM  15      -  NAUVOO WATER TANK                        028 08 25.3
 LD0801
 LD0801|---------------------------------------------------------------------|
 LD0801| PID    Reference Object                     Distance      Geod. Az  |
 LD0801|                                                           dddmmss.s |
 LD0801| LD0804 NAUVOO WATER TANK                   APPROX. 3.1 KM 0291047.6 |
 LD0801| LD0834 HAMILTON MUNICIPAL TANK             APPROX.15.5 KM 1575817.9 |
 LD0801| LD0840 KEOKUK STANDARD 4 TIRE WTR TK       APPROX.12.3 KM 1823416.7 |
 LD0801| LD0841 LEE CITY POOR FARM WATER TANK       APPROX. 8.3 KM 2095412.4 |
 LD0801| LD0803 MONTROSE                            APPROX. 4.0 KM 2504757.7 |
 LD0801| CL9587 INSTITUTE RM 1                                     26923     |
 LD0801| LD0870 DONNELSON WATER TANK                APPROX.18.9 KM 3132009.7 |
 LD0801| LD0806 WEST PT ST MARYS CATH CH DOME       APPROX.21.5 KM 3474532.4 |
 LD0801| LD0805 WEST PT ST MARYS CATH CH SPIRE      APPROX.21.5 KM 3475022.9 |
 LD0801| LD0807 WEST POINT MUNICIPAL TANK           APPROX.21.7 KM 3482501.6 |
 LD0801|---------------------------------------------------------------------|
 LD0801
 LD0801                          SUPERSEDED SURVEY CONTROL
 LD0801
 LD0801  NAD 83(1986)-  40 31 34.27947(N)    091 24 01.69414(W) AD(       ) 1
 LD0801  NAD 27      -  40 31 34.12400(N)    091 24 01.14200(W) AD(       ) 1
 LD0801  NGVD 29 (07/19/86)  207.62   (m)          681.2    (f) LEVELING    3  
 LD0801
 LD0801.Superseded values are not recommended for survey control.
 LD0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0801.See file dsdata.txt to determine how the superseded data were derived.
 LD0801
 LD0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE3548487390(NAD 83)
 LD0801_MARKER: P = PIPE CAP
 LD0801_SETTING: 0 = UNSPECIFIED SETTING
 LD0801
 LD0801  HISTORY     - Date     Condition        Report By
 LD0801  HISTORY     - 1931     MONUMENTED       MRC
 LD0801
 LD0801                          STATION DESCRIPTION
 LD0801
 LD0801'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931
 LD0801'STATION IS ON THE RIGHT BANK OF MISSISSIPPI RIVER, ABOUT
 LD0801'3/4 MILE BELOW THE CENTRAL PART OF MONTROSE, IOWA, ON LAND
 LD0801'OWNED BY PARK BLUFF ASSOCIATION, ON CREST OF HILL ABOUT
 LD0801'140 METERS STRAIGHT BACK FROM A FRAME HOUSE ON CREST OF BLUFF,
 LD0801'ABOUT 300 METERS BELOW A LARGE GROUP OF SUMMER COTTAGES ON
 LD0801'TOP OF BLUFF, ABOUT 250 METERS NORTHEAST OF STONE HOUSE AND
 LD0801'RED BARN, 50 METERS NORTH OF CORNER OF WIRE FENCE, AND ABOUT
 LD0801'80 METERS EAST OF ROAD LEADING TO CAMPS ON BLUFF.  MARK IS A
 LD0801'4-INCH IRON PIPE AND CAPPED, PROTRUDING ONE FOOT ABOVE
 LD0801'SURFACE OF GROUND, AND IS ONE METER WEST OF WIRE FENCE IN
 LD0801'CULTIVATED FIELD.
 LD0801'
 LD0801'REFERENCE MARK NO. 1 IS WEST OF THE STATION, 2 FEET EAST AND
 LD0801'NORTH OF FENCE CORNER IN CULTIVATED FIELD, 50 METERS SOUTH OF
 LD0801'OLD BARN, AND ABOUT 150 METERS WEST-NORTHWEST OF RED BARN.
 LD0801'
 LD0801'HEIGHT OF SIGNAL ABOVE STATION MARK - 28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0628 ***********************************************************************
 OQ0628  DESIGNATION -  INWOOD
 OQ0628  PID         -  OQ0628
 OQ0628  STATE/COUNTY-  IA/LYON
 OQ0628  USGS QUAD   -  INWOOD (1971)
 OQ0628
 OQ0628                         *CURRENT SURVEY CONTROL
 OQ0628  ___________________________________________________________________
 OQ0628* NAD 83(1996)-  43 18 06.98727(N)    096 28 07.10095(W)     ADJUSTED  
 OQ0628* NAVD 88     -       453.     (meters)    1486.     (feet)  SCALED    
 OQ0628  ___________________________________________________________________
 OQ0628  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 OQ0628  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OQ0628
 OQ0628  HORZ ORDER  -  SECOND
 OQ0628
 OQ0628.The horizontal coordinates were established by classical geodetic methods
 OQ0628.and adjusted by the National Geodetic Survey in May 1999..
 OQ0628
 OQ0628.The orthometric height was scaled from a topographic map.
 OQ0628
 OQ0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0628
 OQ0628.The geoid height was determined by GEOID03.
 OQ0628
 OQ0628;                    North         East     Units Scale Factor Converg.
 OQ0628;SPC IA N     - 1,204,389.827 1,259,170.862   MT  1.00000664   -2 00 43.1
 OQ0628;SPC SD S     -   114,897.383   913,445.860   MT  0.99992204   +2 39 57.8
 OQ0628;SPC SD S     -   376,959.16  2,996,863.63   sFT  0.99992204   +2 39 57.8
 OQ0628;UTM  14      - 4,797,457.421   705,317.941   MT  1.00011859   +1 44 12.2
 OQ0628
 OQ0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0628!SPC IA N     -   0.99993307  x   1.00000664  =   0.99993971
 OQ0628!SPC SD S     -   0.99993307  x   0.99992204  =   0.99985511
 OQ0628!UTM  14      -   0.99993307  x   1.00011859  =   1.00005165
 OQ0628
 OQ0628|---------------------------------------------------------------------|
 OQ0628| PID    Reference Object                     Distance      Geod. Az  |
 OQ0628|                                                           dddmmss.s |
 OQ0628| CO3780 INWOOD RM 1                          48.417 METERS 01312     |
 OQ0628| OQ0629 INWOOD MUNICIPAL TANK               APPROX. 3.0 KM 0852622.4 |
 OQ0628| CO3779 INWOOD AZ MK                                       1803703.4 |
 OQ0628| OQ0712 CANTON LINCOLN CO CTHSE TOWER       APPROX.10.0 KM 2693604.3 |
 OQ0628| CO3781 INWOOD RM 2                          45.842 METERS 27000     |
 OQ0628| OQ0710 CANTON AUGUSTANA ACAD BELFRY        APPROX. 8.9 KM 2711341.1 |
 OQ0628| OQ0709 CANTON INWOOD HOSP WATER TANK       APPROX. 7.2 KM 2721103.3 |
 OQ0628| OQ0711 CANTON STANDPIPE                    APPROX. 9.4 KM 2743243.5 |
 OQ0628| OQ0627 OUR SAVIORS LUTH CH STEEPLE         APPROX. 5.9 KM 3453334.7 |
 OQ0628|---------------------------------------------------------------------|
 OQ0628
 OQ0628                          SUPERSEDED SURVEY CONTROL
 OQ0628
 OQ0628  NAD 83(1996)-  43 18 06.98727(N)    096 28 07.10095(W) AD(       ) 2
 OQ0628  NAD 83(1996)-  43 18 06.98712(N)    096 28 07.10078(W) AD(       ) 2
 OQ0628  NAD 83(1996)-  43 18 06.98766(N)    096 28 07.09661(W) AD(       ) 2
 OQ0628  NAD 83(1986)-  43 18 06.98948(N)    096 28 07.08824(W) AD(       ) 2
 OQ0628  NAD 27      -  43 18 07.05800(N)    096 28 05.95000(W) AD(       ) 2
 OQ0628
 OQ0628.Superseded values are not recommended for survey control.
 OQ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0628.See file dsdata.txt to determine how the superseded data were derived.
 OQ0628
 OQ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0531897457(NAD 83)
 OQ0628_MARKER: DS = TRIANGULATION STATION DISK
 OQ0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0628
 OQ0628  HISTORY     - Date     Condition        Report By
 OQ0628  HISTORY     - 1949     MONUMENTED       CGS
 OQ0628  HISTORY     - 1969     SEE DESCRIPTION  USGS
 OQ0628
 OQ0628                          STATION DESCRIPTION
 OQ0628
 OQ0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0628'THE STATION IS LOCATED ABOUT 2.0 MILES WEST-SOUTHWEST OF INWOOD,
 OQ0628'IN THE SOUTHEAST CORNER OF A SCHOOL YARD.  IT IS 57.5 FEET
 OQ0628'SOUTHEAST OF THE SOUTHEAST CORNER OF SCHOOL HOUSE, 35 FEET WEST
 OQ0628'OF THE EAST FENCE LINE AND 25 FEET NORTH OF THE SOUTH FENCE
 OQ0628'LINE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 OQ0628'DISK IS STAMPED INWOOD 1949.
 OQ0628'
 OQ0628'REFERENCE MARK NO. 1 IS IN THE NORTHEAST CORNER OF SCHOOL YARD,
 OQ0628'3 FEET SOUTH OF A POWERLINE POLE AND 1.5 FEET SOUTHWEST OF THE
 OQ0628'FENCE CORNER.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 OQ0628'INWOOD NO 1 1949.
 OQ0628'
 OQ0628'REFERENCE MARK NO. 2 IS NEAR THE SOUTHWEST CORNER OF SCHOOL
 OQ0628'YARD, 100 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL
 OQ0628'HOUSE AND 13 FEET EAST OF THE SOUTH FENCE LINE.  THE MARK PROJECTS
 OQ0628'3 INCHES AND THE DISK IS STAMPED INWOOD NO 2 1949.
 OQ0628'
 OQ0628'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, 35 FEET
 OQ0628'WEST OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTH OF A WITNESS
 OQ0628'POST AND 1.5 FEET NORTHWEST OF A NORTH GATE POST.  THE MARK
 OQ0628'PROJECTS 3 INCHES AND THE DISK IS STAMPED INWOOD 1949.
 OQ0628'
 OQ0628'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 18 AND STATE HIGHWAY
 OQ0628'26, IN THE SOUTH EDGE OF INWOOD, GO WEST ON HIGHWAY 18 FOR 1.9
 OQ0628'MILES TO A SCHOOL HOUSE IN THE SOUTHWEST ANGLE OF CROSSROADS AND
 OQ0628'THE STATION AS DESCRIBED.
 OQ0628'
 OQ0628'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH 0.5 MILE TO THE
 OQ0628'MARK ON THE RIGHT AT THE NORTHEAST CORNER OF A GROVE OF TREES.
 OQ0628'
 OQ0628'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OQ0628
 OQ0628                          STATION RECOVERY (1969)
 OQ0628
 OQ0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 OQ0628'REFERENCE MARK NO 1 IS IN POSITION AS PER THE 1949 DESCRIPTION.
 OQ0628'
 OQ0628'POSITION OF THE MAIN STATION AND REFERENCE MARK NO 2 IS NOW A
 OQ0628'CORN FIELD, MARKS SEARCHED FOR, NOT FOUND, ASSUMED DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0629 ***********************************************************************
 OQ0629  DESIGNATION -  INWOOD MUNICIPAL TANK
 OQ0629  PID         -  OQ0629
 OQ0629  STATE/COUNTY-  IA/LYON
 OQ0629  USGS QUAD   -  INWOOD (1971)
 OQ0629
 OQ0629                         *CURRENT SURVEY CONTROL
 OQ0629  ___________________________________________________________________
 OQ0629* NAD 83(1996)-  43 18 14.67207(N)    096 25 54.81504(W)     ADJUSTED  
 OQ0629* NAVD 88     -                                                        
 OQ0629  ___________________________________________________________________
 OQ0629  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 OQ0629  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OQ0629
 OQ0629  HORZ ORDER  -  THIRD
 OQ0629
 OQ0629.The horizontal coordinates were established by classical geodetic methods
 OQ0629.and adjusted by the National Geodetic Survey in May 1999..
 OQ0629
 OQ0629
 OQ0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0629
 OQ0629.The geoid height was determined by GEOID03.
 OQ0629
 OQ0629;                    North         East     Units Scale Factor Converg.
 OQ0629;SPC IA N     - 1,204,522.813 1,262,158.888   MT  1.00000705   -1 59 13.5
 OQ0629;SPC SD S     -   115,273.598   916,412.833   MT  0.99992184   +2 41 29.1
 OQ0629;SPC SD S     -   378,193.46  3,006,597.77   sFT  0.99992184   +2 41 29.1
 OQ0629;UTM  14      - 4,797,785.529   708,291.232   MT  1.00013372   +1 45 43.3
 OQ0629
 OQ0629                          SUPERSEDED SURVEY CONTROL
 OQ0629
 OQ0629  NAD 83(1996)-  43 18 14.67207(N)    096 25 54.81504(W) AD(       ) 4
 OQ0629  NAD 83(1996)-  43 18 14.67188(N)    096 25 54.81469(W) AD(       ) 4
 OQ0629  NAD 83(1996)-  43 18 14.67238(N)    096 25 54.81059(W) AD(       ) 4
 OQ0629  NAD 83(1986)-  43 18 14.67415(N)    096 25 54.80246(W) AD(       ) 4
 OQ0629  NAD 27      -  43 18 14.74300(N)    096 25 53.68800(W) AD(       ) 3
 OQ0629
 OQ0629.Superseded values are not recommended for survey control.
 OQ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0629.See file dsdata.txt to determine how the superseded data were derived.
 OQ0629
 OQ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0829197786(NAD 83)
 OQ0629_MARKER: 53 = ELEVATED TANK
 OQ0629
 OQ0629  HISTORY     - Date     Condition        Report By
 OQ0629  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0629
 OQ0629                          STATION DESCRIPTION
 OQ0629
 OQ0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0629'THIS STATION IS LOCATED IN THE TOWN OF INWOOD, ABOUT 1 BLOCK
 OQ0629'SOUTHEAST OF THE DEPOT.  IT IS A 4 LEGGED STEEL STRUCTURE,
 OQ0629'30 FEET SQUARE AT THE BASE, AND ABOUT 120 FEET HIGH.  THE
 OQ0629'LEGS ARE PAINTED BLACK AND THE TANK IS SILVER IN COLOR.
 OQ0629'
 OQ0629'THE POINT INTERSECTED WAS THE BALL FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0056 ***********************************************************************
 NL0056  DESIGNATION -  IOWA
 NL0056  PID         -  NL0056
 NL0056  STATE/COUNTY-  IA/HUMBOLDT
 NL0056  USGS QUAD   -  THOR (1979)
 NL0056
 NL0056                         *CURRENT SURVEY CONTROL
 NL0056  ___________________________________________________________________
 NL0056* NAD 83(1986)-  42 41 19.     (N)    094 06 34.     (W)     SCALED    
 NL0056* NAVD 88     -       343.339  (meters)    1126.44   (feet)  ADJUSTED  
 NL0056  ___________________________________________________________________
 NL0056  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 NL0056  DYNAMIC HT  -         343.225 (meters)    1126.06  (feet)  COMP
 NL0056  MODELED GRAV-     980,280.3   (mgal)                       NAVD 88
 NL0056
 NL0056  VERT ORDER  -  SECOND    CLASS 0
 NL0056
 NL0056.The horizontal coordinates were scaled from a topographic map and have
 NL0056.an estimated accuracy of +/- 6 seconds.
 NL0056
 NL0056.The orthometric height was determined by differential leveling
 NL0056.and adjusted by the National Geodetic Survey in June 1991..
 NL0056
 NL0056.The geoid height was determined by GEOID03.
 NL0056
 NL0056.The dynamic height is computed by dividing the NAVD 88
 NL0056.geopotential number by the normal gravity value computed on the
 NL0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0056.degrees latitude (g = 980.6199 gals.).
 NL0056
 NL0056.The modeled gravity was interpolated from observed gravity values.
 NL0056
 NL0056;                    North         East    Units  Estimated Accuracy
 NL0056;SPC IA N     - 1,132,210.    1,450,060.      MT  (+/- 180 meters Scaled)
 NL0056
 NL0056                          SUPERSEDED SURVEY CONTROL
 NL0056
 NL0056  NGVD 29 (??/??/92)  343.288  (m)         1126.27   (f) ADJ UNCH    2 0
 NL0056
 NL0056.Superseded values are not recommended for survey control.
 NL0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0056.See file dsdata.txt to determine how the superseded data were derived.
 NL0056
 NL0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH091268(NAD 83)
 NL0056_MARKER: P = PIPE CAP
 NL0056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NL0056_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NL0056_STAMPING: IOWA 1921
 NL0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0056
 NL0056  HISTORY     - Date     Condition        Report By
 NL0056  HISTORY     - 1921     MONUMENTED       USGS
 NL0056  HISTORY     - 1934     GOOD             NGS
 NL0056
 NL0056                          STATION DESCRIPTION
 NL0056
 NL0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0056'3 MI W FROM THOR.
 NL0056'3.0 MILES WEST ALONG ROADS FROM THE CHICAGO AND NORTH WESTERN
 NL0056'RAILWAY STATION AT THOR, HUMBOLDT COUNTY, ON COUNTY HIGHWAY S,
 NL0056'IN THE CORNER OF A SCHOOLYARD, 67.5 FEET EAST OF A NORTH-AND-SOUTH
 NL0056'SECTION ROAD, AND 37.0 FEET NORTH OF THE CENTER LINE OF THE
 NL0056'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 NL0056'IOWA 1921 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 NL0056'PROJECTING ABOUT 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0061 ***********************************************************************
 NL0061  DESIGNATION -  IOWA
 NL0061  PID         -  NL0061
 NL0061  STATE/COUNTY-  IA/HUMBOLDT
 NL0061  USGS QUAD   -  THOR (1979)
 NL0061
 NL0061                         *CURRENT SURVEY CONTROL
 NL0061  ___________________________________________________________________
 NL0061* NAD 83(1986)-  42 41 17.     (N)    094 03 13.     (W)     SCALED    
 NL0061* NAVD 88     -       348.346  (meters)    1142.87   (feet)  ADJUSTED  
 NL0061  ___________________________________________________________________
 NL0061  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 NL0061  DYNAMIC HT  -         348.235 (meters)    1142.50  (feet)  COMP
 NL0061  MODELED GRAV-     980,291.6   (mgal)                       NAVD 88
 NL0061
 NL0061  VERT ORDER  -  SECOND    CLASS 0
 NL0061
 NL0061.The horizontal coordinates were scaled from a topographic map and have
 NL0061.an estimated accuracy of +/- 6 seconds.
 NL0061
 NL0061.The orthometric height was determined by differential leveling
 NL0061.and adjusted by the National Geodetic Survey in June 1991..
 NL0061
 NL0061.The geoid height was determined by GEOID03.
 NL0061
 NL0061.The dynamic height is computed by dividing the NAVD 88
 NL0061.geopotential number by the normal gravity value computed on the
 NL0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0061.degrees latitude (g = 980.6199 gals.).
 NL0061
 NL0061.The modeled gravity was interpolated from observed gravity values.
 NL0061
 NL0061;                    North         East    Units  Estimated Accuracy
 NL0061;SPC IA N     - 1,132,110.    1,454,630.      MT  (+/- 180 meters Scaled)
 NL0061
 NL0061                          SUPERSEDED SURVEY CONTROL
 NL0061
 NL0061  NGVD 29 (??/??/92)  348.301  (m)         1142.72   (f) ADJ UNCH    2 0
 NL0061
 NL0061.Superseded values are not recommended for survey control.
 NL0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0061.See file dsdata.txt to determine how the superseded data were derived.
 NL0061
 NL0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH136267(NAD 83)
 NL0061_MARKER: P = PIPE CAP
 NL0061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NL0061_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NL0061_STAMPING: IOWA
 NL0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0061
 NL0061  HISTORY     - Date     Condition        Report By
 NL0061  HISTORY     - UNK      MONUMENTED       USGS
 NL0061  HISTORY     - 1934     GOOD             NGS
 NL0061
 NL0061                          STATION DESCRIPTION
 NL0061
 NL0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0061'AT THOR.
 NL0061'AT THOR, HUMBOLDT COUNTY, ON COUNTY HIGHWAY S, IN THE SOUTHWEST
 NL0061'CORNER OF THE SCHOOLYARD, 79.4 FEET SOUTHWEST OF THE SOUTHWEST
 NL0061'CORNER OF THE SCHOOLHOUSE, 45.0 FEET NORTH OF THE CENTER LINE
 NL0061'OF THE HIGHWAY, AND 4.8 FEET NORTH OF THE NORTH EDGE OF THE
 NL0061'SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 NL0061'STAMPED IOWA AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 NL0061'PROJECTING ABOUT 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0521 ***********************************************************************
 MG0521  DESIGNATION -  IOWA CITY APT ARP
 MG0521  PID         -  MG0521
 MG0521  STATE/COUNTY-  IA/JOHNSON
 MG0521  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0521
 MG0521                         *CURRENT SURVEY CONTROL
 MG0521  ___________________________________________________________________
 MG0521* NAD 83(1986)-  41 38 21.     (N)    091 32 45.     (W)     SCALED    
 MG0521* NAVD 88     -       198.514  (meters)     651.29   (feet)  ADJUSTED  
 MG0521  ___________________________________________________________________
 MG0521  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 MG0521  DYNAMIC HT  -         198.438 (meters)     651.04  (feet)  COMP
 MG0521  MODELED GRAV-     980,237.7   (mgal)                       NAVD 88
 MG0521
 MG0521  VERT ORDER  -  SECOND    CLASS 0
 MG0521
 MG0521.This mark is at Iowa City Municipal Airport (IOW)
 MG0521
 MG0521.The horizontal coordinates were scaled from a topographic map and have
 MG0521.an estimated accuracy of +/- 6 seconds.
 MG0521
 MG0521.The orthometric height was determined by differential leveling
 MG0521.and adjusted by the National Geodetic Survey in June 1991..
 MG0521
 MG0521.The geoid height was determined by GEOID03.
 MG0521
 MG0521.The dynamic height is computed by dividing the NAVD 88
 MG0521.geopotential number by the normal gravity value computed on the
 MG0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0521.degrees latitude (g = 980.6199 gals.).
 MG0521
 MG0521.The modeled gravity was interpolated from observed gravity values.
 MG0521
 MG0521;                    North         East    Units  Estimated Accuracy
 MG0521;SPC IA S     -   183,860.      662,800.      MT  (+/- 180 meters Scaled)
 MG0521
 MG0521                          SUPERSEDED SURVEY CONTROL
 MG0521
 MG0521  NGVD 29 (??/??/92)  198.550  (m)          651.41   (f) ADJ UNCH    2 0
 MG0521
 MG0521.Superseded values are not recommended for survey control.
 MG0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0521.See file dsdata.txt to determine how the superseded data were derived.
 MG0521
 MG0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG211107(NAD 83)
 MG0521_MARKER: DT = TOPOGRAPHIC STATION DISK
 MG0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0521_STAMPING: ARP AP 1964
 MG0521_MARK LOGO: CGS   
 MG0521_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MG0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0521+STABILITY: SURFACE MOTION
 MG0521
 MG0521  HISTORY     - Date     Condition        Report By
 MG0521  HISTORY     - 1964     MONUMENTED       CGS
 MG0521  HISTORY     - 1973     GOOD             NGS
 MG0521  HISTORY     - 19900615 GOOD             CGS
 MG0521
 MG0521                          STATION DESCRIPTION
 MG0521
 MG0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MG0521'AT IOWA CITY MUN APT.
 MG0521'THIS MARK IS LOCATED AT THE IOWA CITY MUNICIPAL AIRPORT ABOUT
 MG0521'MIDFIELD.  IT IS IN THE TRIANGLE FORMED BY THE INTERSECTION OF THE
 MG0521'THREE RUNWAYS.  IT IS 246.8 FT. NW OF THE FIRST CONTACT TYPE
 MG0521'RUNWAY LIGHT BASE N OF THE INTERSECTION OF RUNWAYS 17-35 AND 12-30
 MG0521'ON THE W EDGE OF RUNWAY 17-35, 181.3 FT NE OF THE THIRD CONTACT
 MG0521'TYPE LIGHT BASE NW OF THE INTERSECTION OF RUNWAYS 17-35 AND 12-30
 MG0521'ON THE NE EDGE OF RUNWAY 12-30.  THE MARK IS A STANDARD TOPOGRAPHIC
 MG0521'DISK SET IN A CONCRETE POST FLUSH WITH THE GROUND, AND STAMPED
 MG0521'ARP 1964.
 MG0521
 MG0521                          STATION RECOVERY (1973)
 MG0521
 MG0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MG0521'RECOVERED IN GOOD CONDITION.
 MG0521
 MG0521                          STATION RECOVERY (1990)
 MG0521
 MG0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1990
 MG0521'THE STATION IS LOCATED AT THE IOWA CITY MUNI AIRPORT ABOUT MID-FIELD.
 MG0521'IT IS 243.3 FT (74.2 M) NORTHWEST OF THE SECOND OLD LIGHT BASE NORTH
 MG0521'OF THE INTERSECTION OF RUNWAYS 12/30 AND 17/35 ALONG THE WEST SIDE OF
 MG0521'17/35, 226.0 FT (68.9 M) WEST OF THE WEST EDGE OF RUNWAY 17/35, 181.3
 MG0521'FT (55.3 M) NORTHEAST OF THE THIRD OLD LIGHT BASE NORTHWEST OF THE
 MG0521'RUNWAY INTERSECTION ALONG THE NORTHEAST SIDE OF RUNWAY 12/30 AND 174.1
 MG0521'FT (53.1 M) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 12/30. THE
 MG0521'STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP AP 1964 SET IN THE
 MG0521'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0880 ***********************************************************************
 MG0880  DESIGNATION -  IOWA CITY CO POOR FARM WTR TK
 MG0880  PID         -  MG0880
 MG0880  STATE/COUNTY-  IA/JOHNSON
 MG0880  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0880
 MG0880                         *CURRENT SURVEY CONTROL
 MG0880  ___________________________________________________________________
 MG0880* NAD 83(1996)-  41 39 22.18800(N)    091 36 09.93561(W)     ADJUSTED  
 MG0880* NAVD 88     -                                                        
 MG0880  ___________________________________________________________________
 MG0880  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 MG0880  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 MG0880
 MG0880  HORZ ORDER  -  THIRD
 MG0880
 MG0880.The horizontal coordinates were established by classical geodetic methods
 MG0880.and adjusted by the National Geodetic Survey in May 1999..
 MG0880
 MG0880
 MG0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0880
 MG0880.The geoid height was determined by GEOID03.
 MG0880
 MG0880;                    North         East     Units Scale Factor Converg.
 MG0880;SPC IA S     -   185,642.001   658,015.429   MT  0.99997989   +1 14 59.0
 MG0880;UTM  15      - 4,612,544.524   616,338.312   MT  0.99976655   +0 55 43.7
 MG0880
 MG0880                          SUPERSEDED SURVEY CONTROL
 MG0880
 MG0880  NAD 83(1986)-  41 39 22.18846(N)    091 36 09.94376(W) AD(       ) 4
 MG0880  NAD 27      -  41 39 22.12300(N)    091 36 09.33700(W) AD(       ) 3
 MG0880
 MG0880.Superseded values are not recommended for survey control.
 MG0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0880.See file dsdata.txt to determine how the superseded data were derived.
 MG0880
 MG0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1633812545(NAD 83)
 MG0880_MARKER: 51 = TANK
 MG0880
 MG0880  HISTORY     - Date     Condition        Report By
 MG0880  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0880
 MG0880                          STATION DESCRIPTION
 MG0880
 MG0880'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0871 ***********************************************************************
 MG0871  DESIGNATION -  IOWA CITY EAST AERIAL
 MG0871  PID         -  MG0871
 MG0871  STATE/COUNTY-  IA/JOHNSON
 MG0871  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0871
 MG0871                         *CURRENT SURVEY CONTROL
 MG0871  ___________________________________________________________________
 MG0871* NAD 83(1996)-  41 39 35.53060(N)    091 32 11.12172(W)     ADJUSTED  
 MG0871* NAVD 88     -                                                        
 MG0871  ___________________________________________________________________
 MG0871  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 MG0871  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0871
 MG0871  HORZ ORDER  -  THIRD
 MG0871
 MG0871.The horizontal coordinates were established by classical geodetic methods
 MG0871.and adjusted by the National Geodetic Survey in May 1999..
 MG0871
 MG0871
 MG0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0871
 MG0871.The geoid height was determined by GEOID03.
 MG0871
 MG0871;                    North         East     Units Scale Factor Converg.
 MG0871;SPC IA S     -   186,176.148   663,530.240   MT  0.99998041   +1 17 36.3
 MG0871;UTM  15      - 4,613,047.694   621,854.892   MT  0.99978273   +0 58 22.7
 MG0871
 MG0871                          SUPERSEDED SURVEY CONTROL
 MG0871
 MG0871  NAD 83(1986)-  41 39 35.53107(N)    091 32 11.13009(W) AD(       ) 4
 MG0871  NAD 27      -  41 39 35.46800(N)    091 32 10.52400(W) AD(       ) 3
 MG0871
 MG0871.Superseded values are not recommended for survey control.
 MG0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0871.See file dsdata.txt to determine how the superseded data were derived.
 MG0871
 MG0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG2185513048(NAD 83)
 MG0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0871+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2003
 MG0871
 MG0871  HISTORY     - Date     Condition        Report By
 MG0871  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0871  HISTORY     - 1964     GOOD             CGS
 MG0871  HISTORY     - 20030925 GOOD             USPSQD
 MG0871
 MG0871                          STATION DESCRIPTION
 MG0871
 MG0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (FHG)
 MG0871'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THERE WAS
 MG0871'NO PREVIOUS DESCRIPTION ON THIS STATION, A NEW DESCRIPTION
 MG0871'FOLLOWS--THIS STATION IS LOCATED IN DOWNTOWN IOWA CITY IT
 MG0871'IS THE EAST AERIAL OF TWO AERIALS ON TOP OF THE UNIVERSITY
 MG0871'ENGINEERING BUILDING.  THE BUILDING IS LOCATED ON WASHINGTON
 MG0871'AVE., BETWEEN MADISON AND CAPITOL AVE.
 MG0871
 MG0871                          STATION RECOVERY (2003)
 MG0871
 MG0871'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 MG0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0872 ***********************************************************************
 MG0872  DESIGNATION -  IOWA CITY MUNICIPAL TANK
 MG0872  PID         -  MG0872
 MG0872  STATE/COUNTY-  IA/JOHNSON
 MG0872  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0872
 MG0872                         *CURRENT SURVEY CONTROL
 MG0872  ___________________________________________________________________
 MG0872* NAD 83(1996)-  41 40 23.89901(N)    091 31 27.66905(W)     ADJUSTED  
 MG0872* NAVD 88     -                                                        
 MG0872  ___________________________________________________________________
 MG0872  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 MG0872  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0872
 MG0872  HORZ ORDER  -  THIRD
 MG0872
 MG0872.The horizontal coordinates were established by classical geodetic methods
 MG0872.and adjusted by the National Geodetic Survey in May 1999..
 MG0872
 MG0872
 MG0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0872
 MG0872.The geoid height was determined by GEOID03.
 MG0872
 MG0872;                    North         East     Units Scale Factor Converg.
 MG0872;SPC IA S     -   187,690.754   664,501.404   MT  0.99998232   +1 18 04.9
 MG0872;UTM  15      - 4,614,556.550   622,834.314   MT  0.99978567   +0 58 52.5
 MG0872
 MG0872                          SUPERSEDED SURVEY CONTROL
 MG0872
 MG0872  NAD 83(1986)-  41 40 23.89923(N)    091 31 27.67719(W) AD(       ) 4
 MG0872  NAD 27      -  41 40 23.84200(N)    091 31 27.06800(W) AD(       ) 3
 MG0872
 MG0872.Superseded values are not recommended for survey control.
 MG0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0872.See file dsdata.txt to determine how the superseded data were derived.
 MG0872
 MG0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG2283414557(NAD 83)
 MG0872_MARKER: 51 = TANK
 MG0872
 MG0872  HISTORY     - Date     Condition        Report By
 MG0872  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0872  HISTORY     - 20030925 MARK NOT FOUND   USPSQD
 MG0872
 MG0872                          STATION DESCRIPTION
 MG0872
 MG0872'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0882 ***********************************************************************
 MG0882  DESIGNATION -  IOWA CITY MUNICIPAL APT BCN
 MG0882  PID         -  MG0882
 MG0882  STATE/COUNTY-  IA/JOHNSON
 MG0882  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0882
 MG0882                         *CURRENT SURVEY CONTROL
 MG0882  ___________________________________________________________________
 MG0882* NAD 83(1996)-  41 38 25.13613(N)    091 32 21.30781(W)     ADJUSTED  
 MG0882* NAVD 88     -                                                        
 MG0882  ___________________________________________________________________
 MG0882  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 MG0882  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 MG0882
 MG0882  HORZ ORDER  -  THIRD
 MG0882
 MG0882.The horizontal coordinates were established by classical geodetic methods
 MG0882.and adjusted by the National Geodetic Survey in May 1999..
 MG0882
 MG0882
 MG0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0882
 MG0882.The geoid height was determined by GEOID03.
 MG0882
 MG0882;                    North         East     Units Scale Factor Converg.
 MG0882;SPC IA S     -   183,999.633   663,343.588   MT  0.99997774   +1 17 29.6
 MG0882;UTM  15      - 4,610,872.685   621,656.101   MT  0.99978213   +0 58 14.6
 MG0882
 MG0882                          SUPERSEDED SURVEY CONTROL
 MG0882
 MG0882  NAD 83(1986)-  41 38 25.13653(N)    091 32 21.31631(W) AD(       ) 4
 MG0882  NAD 27      -  41 38 25.07000(N)    091 32 20.72000(W) AD(       ) 3
 MG0882
 MG0882.Superseded values are not recommended for survey control.
 MG0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0882.See file dsdata.txt to determine how the superseded data were derived.
 MG0882
 MG0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG2165610873(NAD 83)
 MG0882_MARKER: 21 = AIRPORT BEACON
 MG0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0882+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2003
 MG0882
 MG0882  HISTORY     - Date     Condition        Report By
 MG0882  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0882  HISTORY     - 1968     GOOD             LOCSUR
 MG0882  HISTORY     - 20030925 GOOD             USPSQD
 MG0882
 MG0882                          STATION DESCRIPTION
 MG0882
 MG0882'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968 (AS)
 MG0882'STATION RECOVERED AS DESCRIBED.
 MG0882
 MG0882                          STATION RECOVERY (2003)
 MG0882
 MG0882'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 MG0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0877 ***********************************************************************
 MG0877  DESIGNATION -  IOWA CITY NEW U HEAT PLT W STK
 MG0877  PID         -  MG0877
 MG0877  STATE/COUNTY-  IA/JOHNSON
 MG0877  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0877
 MG0877                         *CURRENT SURVEY CONTROL
 MG0877  ___________________________________________________________________
 MG0877* NAD 83(1996)-  41 39 26.29045(N)    091 32 24.82621(W)     ADJUSTED  
 MG0877* NAVD 88     -                                                        
 MG0877  ___________________________________________________________________
 MG0877  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 MG0877  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MG0877
 MG0877  HORZ ORDER  -  THIRD
 MG0877
 MG0877.The horizontal coordinates were established by classical geodetic methods
 MG0877.and adjusted by the National Geodetic Survey in May 1999..
 MG0877
 MG0877
 MG0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0877
 MG0877.The geoid height was determined by GEOID03.
 MG0877
 MG0877;                    North         East     Units Scale Factor Converg.
 MG0877;SPC IA S     -   185,884.000   663,219.679   MT  0.99998005   +1 17 27.3
 MG0877;UTM  15      - 4,612,757.345   621,542.763   MT  0.99978179   +0 58 13.4
 MG0877
 MG0877                          SUPERSEDED SURVEY CONTROL
 MG0877
 MG0877  NAD 83(1986)-  41 39 26.29075(N)    091 32 24.83442(W) AD(       ) 4
 MG0877  NAD 27      -  41 39 26.22400(N)    091 32 24.22600(W) AD(       ) 3
 MG0877
 MG0877.Superseded values are not recommended for survey control.
 MG0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0877.See file dsdata.txt to determine how the superseded data were derived.
 MG0877
 MG0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG2154312757(NAD 83)
 MG0877_MARKER: 63 = STACK
 MG0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0877+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2003
 MG0877
 MG0877  HISTORY     - Date     Condition        Report By
 MG0877  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0877  HISTORY     - 1964     GOOD             CGS
 MG0877  HISTORY     - 1968     GOOD             LOCSUR
 MG0877  HISTORY     - 20030925 GOOD             USPSQD
 MG0877
 MG0877                          STATION DESCRIPTION
 MG0877
 MG0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (FHG)
 MG0877'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THERE WAS
 MG0877'NO PREVIOUS DESCRIPTION OF THIS STATION, A NEW DESCRIPTION
 MG0877'FOLLOWS--THIS STATION IS THE WEST STACK OF TWO STACKS AT
 MG0877'THE UNIVERSITY HEATING PLANT.  THEY ARE LOCATED ON THE EAST
 MG0877'SIDE OF THE IOWA RIVER JUST SOUTH OF THE BURLINGTON ST. BRIDGE.
 MG0877
 MG0877                          STATION RECOVERY (1968)
 MG0877
 MG0877'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968 (AS)
 MG0877'STATION RECOVERED AS DESCRIBED.
 MG0877
 MG0877                          STATION RECOVERY (2003)
 MG0877
 MG0877'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 MG0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0881 ***********************************************************************
 MG0881  DESIGNATION -  IOWA CITY NEW U HEAT PLT E STK
 MG0881  PID         -  MG0881
 MG0881  STATE/COUNTY-  IA/JOHNSON
 MG0881  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0881
 MG0881                         *CURRENT SURVEY CONTROL
 MG0881  ___________________________________________________________________
 MG0881* NAD 83(1996)-  41 39 26.28645(N)    091 32 23.87025(W)     ADJUSTED  
 MG0881* NAVD 88     -                                                        
 MG0881  ___________________________________________________________________
 MG0881  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 MG0881  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MG0881
 MG0881  HORZ ORDER  -  THIRD
 MG0881
 MG0881.The horizontal coordinates were established by classical geodetic methods
 MG0881.and adjusted by the National Geodetic Survey in May 1999..
 MG0881
 MG0881
 MG0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0881
 MG0881.The geoid height was determined by GEOID03.
 MG0881
 MG0881;                    North         East     Units Scale Factor Converg.
 MG0881;SPC IA S     -   185,884.375   663,241.794   MT  0.99998005   +1 17 27.9
 MG0881;UTM  15      - 4,612,757.596   621,564.875   MT  0.99978186   +0 58 14.0
 MG0881
 MG0881                          SUPERSEDED SURVEY CONTROL
 MG0881
 MG0881  NAD 83(1986)-  41 39 26.28643(N)    091 32 23.87814(W) AD(       ) 4
 MG0881  NAD 27      -  41 39 26.22300(N)    091 32 23.27300(W) AD(       ) 3
 MG0881
 MG0881.Superseded values are not recommended for survey control.
 MG0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0881.See file dsdata.txt to determine how the superseded data were derived.
 MG0881
 MG0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG2156512758(NAD 83)
 MG0881_MARKER: 63 = STACK
 MG0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0881+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2003
 MG0881
 MG0881  HISTORY     - Date     Condition        Report By
 MG0881  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0881  HISTORY     - 1964     GOOD             CGS
 MG0881  HISTORY     - 1968     GOOD             LOCSUR
 MG0881  HISTORY     - 20030925 GOOD             USPSQD
 MG0881
 MG0881                          STATION DESCRIPTION
 MG0881
 MG0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (FHG)
 MG0881'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THERE WAS
 MG0881'NO PREVIOUS DESCRIPTION ON THIS STATION, A NEW DESCRIPTION
 MG0881'FOLLOWS--THIS STATION IS THE EAST STACK OF TWO STACKS AT
 MG0881'THE UNIVERSITY HEATING PLANT.  THEY ARE LOCATED ON THE EAST
 MG0881'SIDE OF THE IOWA RIVER JUST SOUTH OF THE BURLINGTON ST. BRIDGE.
 MG0881
 MG0881                          STATION RECOVERY (1968)
 MG0881
 MG0881'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968 (AS)
 MG0881'STATION RECOVERED AS DESCRIBED.
 MG0881
 MG0881                          STATION RECOVERY (2003)
 MG0881
 MG0881'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 MG0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0878 ***********************************************************************
 MG0878  DESIGNATION -  IOWA CITY OLD U HEAT PLT STK
 MG0878  PID         -  MG0878
 MG0878  STATE/COUNTY-  IA/JOHNSON
 MG0878  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0878
 MG0878                         *CURRENT SURVEY CONTROL
 MG0878  ___________________________________________________________________
 MG0878* NAD 83(1996)-  41 39 35.20276(N)    091 32 13.70459(W)     ADJUSTED  
 MG0878* NAVD 88     -                                                        
 MG0878  ___________________________________________________________________
 MG0878  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 MG0878  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0878
 MG0878  HORZ ORDER  -  THIRD
 MG0878
 MG0878.The horizontal coordinates were established by classical geodetic methods
 MG0878.and adjusted by the National Geodetic Survey in May 1999..
 MG0878
 MG0878
 MG0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0878
 MG0878.The geoid height was determined by GEOID03.
 MG0878
 MG0878;                    North         East     Units Scale Factor Converg.
 MG0878;SPC IA S     -   186,164.687   663,470.727   MT  0.99998040   +1 17 34.6
 MG0878;UTM  15      - 4,613,036.569   621,795.327   MT  0.99978255   +0 58 21.0
 MG0878
 MG0878                          SUPERSEDED SURVEY CONTROL
 MG0878
 MG0878  NAD 83(1986)-  41 39 35.20315(N)    091 32 13.71281(W) AD(       ) 4
 MG0878  NAD 27      -  41 39 35.13500(N)    091 32 13.10200(W) AD(       ) 3
 MG0878
 MG0878.Superseded values are not recommended for survey control.
 MG0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0878.See file dsdata.txt to determine how the superseded data were derived.
 MG0878
 MG0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG2179513037(NAD 83)
 MG0878_MARKER: 63 = STACK
 MG0878
 MG0878  HISTORY     - Date     Condition        Report By
 MG0878  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0878  HISTORY     - 20030925 MARK NOT FOUND   USPSQD
 MG0878
 MG0878                          STATION DESCRIPTION
 MG0878
 MG0878'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0883 ***********************************************************************
 MG0883  DESIGNATION -  IOWA CITY U HTS MUN TANK
 MG0883  PID         -  MG0883
 MG0883  STATE/COUNTY-  IA/JOHNSON
 MG0883  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0883
 MG0883                         *CURRENT SURVEY CONTROL
 MG0883  ___________________________________________________________________
 MG0883* NAD 83(1996)-  41 39 11.04612(N)    091 33 23.68754(W)     ADJUSTED  
 MG0883* NAVD 88     -                                                        
 MG0883  ___________________________________________________________________
 MG0883  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 MG0883  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0883
 MG0883  HORZ ORDER  -  THIRD
 MG0883
 MG0883.The horizontal coordinates were established by classical geodetic methods
 MG0883.and adjusted by the National Geodetic Survey in May 1999..
 MG0883
 MG0883
 MG0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0883
 MG0883.The geoid height was determined by GEOID03.
 MG0883
 MG0883;                    North         East     Units Scale Factor Converg.
 MG0883;SPC IA S     -   185,383.259   661,868.671   MT  0.99997947   +1 16 48.5
 MG0883;UTM  15      - 4,612,264.270   620,189.245   MT  0.99977776   +0 57 34.0
 MG0883
 MG0883                          SUPERSEDED SURVEY CONTROL
 MG0883
 MG0883  NAD 83(1986)-  41 39 11.04647(N)    091 33 23.69740(W) AD(       ) 4
 MG0883  NAD 27      -  41 39 10.98218(N)    091 33 23.09836(W) AD(       ) 3
 MG0883
 MG0883.Superseded values are not recommended for survey control.
 MG0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0883.See file dsdata.txt to determine how the superseded data were derived.
 MG0883
 MG0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG2018912264(NAD 83)
 MG0883
 MG0883  HISTORY     - Date     Condition        Report By
 MG0883  HISTORY     - 1969     MONUMENTED       CGS
 MG0883  HISTORY     - 20030925 MARK NOT FOUND   USPSQD
 MG0883
 MG0883                          STATION DESCRIPTION
 MG0883
 MG0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0883'THE STATION IS THE FINIAL KNOB ATOP THE IOWA CITY, UNIVERSITY
 MG0883'HEIGHTS MUNICIPAL WATER TANK.  IT IS LOCATED ON THE CORNER OF
 MG0883'GEORGE ST. AND MARIETTA AVE. IN THE VILLAGE OF UNIVERSITY
 MG0883'HEIGHTS.  THE TANK IS CYLINDRICAL IN SHAPE, SUPPORTED BY FOUR LEGS
 MG0883'AND PAINTED ALUMINUM IN COLOR WITH A RED TOP.  IT IS 110 FEET IN
 MG0883'HEIGHT.
 MG0883
 MG0883                          STATION RECOVERY (2003)
 MG0883
 MG0883'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 MG0883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6532 ***********************************************************************
 DF6532  CBN         -  This is a Cooperative Base Network Control Station.
 DF6532  DESIGNATION -  IOWA DOT RCE OFFICE
 DF6532  PID         -  DF6532
 DF6532  STATE/COUNTY-  IA/POLK
 DF6532  USGS QUAD   -  DES MOINES NE (1976)
 DF6532
 DF6532                         *CURRENT SURVEY CONTROL
 DF6532  ___________________________________________________________________
 DF6532* NAD 83(1996)-  41 39 26.19293(N)    093 35 52.25812(W)     ADJUSTED  
 DF6532* NAVD 88     -       287.0    (meters)     942.     (feet)  GPS OBS   
 DF6532  ___________________________________________________________________
 DF6532  X           -    -299,493.790 (meters)                     COMP
 DF6532  Y           -  -4,763,170.334 (meters)                     COMP
 DF6532  Z           -   4,217,409.016 (meters)                     COMP
 DF6532  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 DF6532  ELLIP HEIGHT-         255.78  (meters)          (07/28/03) GPS OBS
 DF6532  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DF6532
 DF6532  HORZ ORDER  -  A
 DF6532  ELLP ORDER  -  FOURTH    CLASS I
 DF6532
 DF6532.The horizontal coordinates were established by GPS observations
 DF6532.and adjusted by the National Geodetic Survey in July 2003..
 DF6532
 DF6532.The orthometric height was determined by GPS observations and a
 DF6532.high-resolution geoid model.
 DF6532
 DF6532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6532
 DF6532.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6532
 DF6532.The ellipsoidal height was determined by GPS observations
 DF6532.and is referenced to NAD 83.
 DF6532
 DF6532.The geoid height was determined by GEOID03.
 DF6532
 DF6532;                    North         East     Units Scale Factor Converg.
 DF6532;SPC IA S     -   184,046.787   491,849.905   MT  0.99998005   -0 03 52.0
 DF6532;UTM  15      - 4,611,897.709   450,222.632   MT  0.99963049   -0 23 50.6
 DF6532
 DF6532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6532!SPC IA S     -   0.99995988  x   0.99998005  =   0.99993993
 DF6532!UTM  15      -   0.99995988  x   0.99963049  =   0.99959039
 DF6532
 DF6532                          SUPERSEDED SURVEY CONTROL
 DF6532
 DF6532.No superseded survey control is available for this station.
 DF6532
 DF6532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG5022311898(NAD 83)
 DF6532_MARKER: DZ = AZIMUTH MARK DISK
 DF6532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6532_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF6532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6532+STABILITY: SURFACE MOTION
 DF6532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6532+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 DF6532
 DF6532  HISTORY     - Date     Condition        Report By
 DF6532  HISTORY     - 20020212 MONUMENTED       IADT
 DF6532  HISTORY     - 20030205 GOOD             IADT
 DF6532
 DF6532                          STATION DESCRIPTION
 DF6532
 DF6532'DESCRIBED BY IOWA DEPARTMENT OF TRANSPORTATION 2003
 DF6532'THIS IS A CORS SITE OR BASE STATION AT THE IOWA DOT RESIDENT
 DF6532'CONSTRUCTION ENGINEERS
 DF6532'OFFICE, LOCATED AT 1530 NE 53RD AVE., ON THE NE SIDE OF DES MOINES.
 DF6532'THE ANTENNA MOUNT IS A
 DF6532'METAL POST THAT IS AFFIXED TO THE SIDE OF THE CONCRETE BARRIER WALL ON
 DF6532'THE HIGHEST
 DF6532'PART OF THE ROOF OF THE BUILDING. THIS MOUNT IS LOCATED ON THE NORTH
 DF6532'SIDE OF THE ROOF.
 DF6532'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0257 ***********************************************************************
 NK0257  DESIGNATION -  IOWA FALLS
 NK0257  PID         -  NK0257
 NK0257  STATE/COUNTY-  IA/HARDIN
 NK0257  USGS QUAD   -  IOWA FALLS WEST (1979)
 NK0257
 NK0257                         *CURRENT SURVEY CONTROL
 NK0257  ___________________________________________________________________
 NK0257* NAD 83(1986)-  42 31 13.     (N)    093 15 52.     (W)     SCALED    
 NK0257* NAVD 88     -       339.277  (meters)    1113.11   (feet)  ADJUSTED  
 NK0257  ___________________________________________________________________
 NK0257  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 NK0257  DYNAMIC HT  -         339.164 (meters)    1112.74  (feet)  COMP
 NK0257  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 NK0257
 NK0257  VERT ORDER  -  FIRST     CLASS II
 NK0257
 NK0257.The horizontal coordinates were scaled from a topographic map and have
 NK0257.an estimated accuracy of +/- 6 seconds.
 NK0257
 NK0257.The orthometric height was determined by differential leveling
 NK0257.and adjusted by the National Geodetic Survey in June 1991..
 NK0257
 NK0257.The geoid height was determined by GEOID03.
 NK0257
 NK0257.The dynamic height is computed by dividing the NAVD 88
 NK0257.geopotential number by the normal gravity value computed on the
 NK0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0257.degrees latitude (g = 980.6199 gals.).
 NK0257
 NK0257.The modeled gravity was interpolated from observed gravity values.
 NK0257
 NK0257;                    North         East    Units  Estimated Accuracy
 NK0257;SPC IA N     - 1,113,360.    1,519,360.      MT  (+/- 180 meters Scaled)
 NK0257
 NK0257                          SUPERSEDED SURVEY CONTROL
 NK0257
 NK0257  NGVD 29 (??/??/92)  339.265  (m)         1113.07   (f) ADJ UNCH    1 2
 NK0257
 NK0257.Superseded values are not recommended for survey control.
 NK0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0257.See file dsdata.txt to determine how the superseded data were derived.
 NK0257
 NK0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH782075(NAD 83)
 NK0257_MARKER: DD = SURVEY DISK
 NK0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0257_STAMPING: IOWA FALLS 1934
 NK0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0257+STABILITY: SURFACE MOTION
 NK0257
 NK0257  HISTORY     - Date     Condition        Report By
 NK0257  HISTORY     - 1934     MONUMENTED       IAGS
 NK0257  HISTORY     - 1941     GOOD             NGS
 NK0257
 NK0257                          STATION DESCRIPTION
 NK0257
 NK0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NK0257'AT IOWA FALLS.
 NK0257'AT IOWA FALLS, HARDIN COUNTY, AT THE INTERSECTION OF STEVENS
 NK0257'AND ESTES STREETS, 15 FEET WEST OF THE EAST CURB OF
 NK0257'STEVENS STREET, 15 FEET SOUTH OF THE NORTH CURB OF
 NK0257'ESTES STREET, 17-1/2 FEET NORTH AND 7 FEET EAST OF THE NORTHEAST
 NK0257'CORNER OF THE CITY HALL AND 1.1 FEET NORTHEAST OF THE BASE OF
 NK0257'A MONUMENT TO THE FOUNDERS OF IOWA FALLS.  A STANDARD DISK STAMPED
 NK0257'IOWA FALLS 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NK0257'1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0812 ***********************************************************************
 LD0812  DESIGNATION -  IOWA ORD PLT ADM AREA TANK
 LD0812  PID         -  LD0812
 LD0812  STATE/COUNTY-  IA/DES MOINES
 LD0812  USGS QUAD   -  DANVILLE (1981)
 LD0812
 LD0812                         *CURRENT SURVEY CONTROL
 LD0812  ___________________________________________________________________
 LD0812* NAD 83(1996)-  40 49 22.60982(N)    091 15 33.66720(W)     ADJUSTED  
 LD0812* NAVD 88     -                                                        
 LD0812  ___________________________________________________________________
 LD0812  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 LD0812  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LD0812
 LD0812  HORZ ORDER  -  THIRD
 LD0812
 LD0812.The horizontal coordinates were established by classical geodetic methods
 LD0812.and adjusted by the National Geodetic Survey in May 1999..
 LD0812
 LD0812
 LD0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0812
 LD0812.The geoid height was determined by GEOID03.
 LD0812
 LD0812;                    North         East     Units Scale Factor Converg.
 LD0812;SPC IA S     -    93,821.161   688,994.320   MT  0.99997000   +1 28 33.3
 LD0812;SPC IL W     -   461,939.190   607,825.747   MT  1.00004571   -0 42 51.7
 LD0812;SPC IL W     - 1,515,545.49  1,994,174.97   sFT  1.00004571   -0 42 51.7
 LD0812;UTM  15      - 4,520,560.655   646,785.523   MT  0.99986520   +1 08 17.2
 LD0812
 LD0812                          SUPERSEDED SURVEY CONTROL
 LD0812
 LD0812  NAD 83(1986)-  40 49 22.61310(N)    091 15 33.67382(W) AD(       ) 4
 LD0812  NAD 27      -  40 49 22.47500(N)    091 15 33.14500(W) AD(       ) 3
 LD0812
 LD0812.Superseded values are not recommended for survey control.
 LD0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0812.See file dsdata.txt to determine how the superseded data were derived.
 LD0812
 LD0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4678620561(NAD 83)
 LD0812_MARKER: 53 = ELEVATED TANK
 LD0812
 LD0812  HISTORY     - Date     Condition        Report By
 LD0812  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0812
 LD0812                          STATION DESCRIPTION
 LD0812
 LD0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0812'STATION IS LOCATED IN THE NORTH CENTRAL EDGE OF THE IOWA ORDNANCE
 LD0812'PLANT ON THE SOUTH SIDE OF U.S. HIGHWAY 34.  IT IS A LARGE
 LD0812'METAL TANK SUPPORTED BY SIX STRUCTURAL STEEL LEGS.  IT IS
 LD0812'PAINTED IN ORANGE AND WHITE SQUARES AND IS 155 FEET IN HEIGHT.
 LD0812'THE TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0786 ***********************************************************************
 LD0786  DESIGNATION -  IOWA ORD PLT LINE 1 WATER TANK
 LD0786  PID         -  LD0786
 LD0786  STATE/COUNTY-  IA/DES MOINES
 LD0786  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0786
 LD0786                         *CURRENT SURVEY CONTROL
 LD0786  ___________________________________________________________________
 LD0786* NAD 83(1996)-  40 48 57.66204(N)    091 13 28.15934(W)     ADJUSTED  
 LD0786* NAVD 88     -                                                        
 LD0786  ___________________________________________________________________
 LD0786  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 LD0786  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0786
 LD0786  HORZ ORDER  -  THIRD
 LD0786
 LD0786.The horizontal coordinates were established by classical geodetic methods
 LD0786.and adjusted by the National Geodetic Survey in May 1999..
 LD0786
 LD0786
 LD0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0786
 LD0786.The geoid height was determined by GEOID03.
 LD0786
 LD0786;                    North         East     Units Scale Factor Converg.
 LD0786;SPC IA S     -    93,128.214   691,954.435   MT  0.99997080   +1 29 56.0
 LD0786;SPC IL W     -   461,133.558   610,757.427   MT  1.00003917   -0 41 29.3
 LD0786;SPC IL W     - 1,512,902.35  2,003,793.33   sFT  1.00003917   -0 41 29.3
 LD0786;UTM  15      - 4,519,850.330   649,741.204   MT  0.99987599   +1 09 38.7
 LD0786
 LD0786                          SUPERSEDED SURVEY CONTROL
 LD0786
 LD0786  NAD 83(1986)-  40 48 57.66487(N)    091 13 28.16501(W) AD(       ) 4
 LD0786  NAD 27      -  40 48 57.52400(N)    091 13 27.63900(W) AD(       ) 3
 LD0786
 LD0786.Superseded values are not recommended for survey control.
 LD0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0786.See file dsdata.txt to determine how the superseded data were derived.
 LD0786
 LD0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4974119850(NAD 83)
 LD0786_MARKER: 53 = ELEVATED TANK
 LD0786
 LD0786  HISTORY     - Date     Condition        Report By
 LD0786  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0786
 LD0786                          STATION DESCRIPTION
 LD0786
 LD0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0786'STATION IS LOCATED IN THE NORTHEASTERN CORNER OF THE IOWA
 LD0786'ORDNANCE PLANT.  IT IS IT IS 1/3 MILE EAST OF THE EAST EDGE OF AREA
 LD0786'AND 3/4 MILES SOUTH OF U.S. HIGHWAY 34.  IT IS A LARGE METAL
 LD0786'TANK SUPPORTED BY SIX STRUCTURAL STEEL LEGS.  THE TANK IS
 LD0786'PAINTED IN ORANGE AND WHITE SQUARES AND IS 155 FEET IN HEIGHT.
 LD0786'THE TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0790 ***********************************************************************
 LD0790  DESIGNATION -  IOWA ORD PLT LINE 2 WATER TANK
 LD0790  PID         -  LD0790
 LD0790  STATE/COUNTY-  IA/DES MOINES
 LD0790  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0790
 LD0790                         *CURRENT SURVEY CONTROL
 LD0790  ___________________________________________________________________
 LD0790* NAD 83(1996)-  40 47 53.71119(N)    091 13 08.96166(W)     ADJUSTED  
 LD0790* NAVD 88     -                                                        
 LD0790  ___________________________________________________________________
 LD0790  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 LD0790  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0790
 LD0790  HORZ ORDER  -  THIRD
 LD0790
 LD0790.The horizontal coordinates were established by classical geodetic methods
 LD0790.and adjusted by the National Geodetic Survey in May 1999..
 LD0790
 LD0790
 LD0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0790
 LD0790.The geoid height was determined by GEOID03.
 LD0790
 LD0790;                    North         East     Units Scale Factor Converg.
 LD0790;SPC IA S     -    91,168.020   692,455.900   MT  0.99997291   +1 30 08.6
 LD0790;SPC IL W     -   459,155.500   611,183.641   MT  1.00003823   -0 41 15.9
 LD0790;SPC IL W     - 1,506,412.67  2,005,191.66   sFT  1.00003823   -0 41 15.9
 LD0790;UTM  15      - 4,517,887.395   650,231.038   MT  0.99987780   +1 09 49.7
 LD0790
 LD0790                          SUPERSEDED SURVEY CONTROL
 LD0790
 LD0790  NAD 83(1986)-  40 47 53.71336(N)    091 13 08.96735(W) AD(       ) 4
 LD0790  NAD 27      -  40 47 53.56900(N)    091 13 08.44500(W) AD(       ) 3
 LD0790
 LD0790.Superseded values are not recommended for survey control.
 LD0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0790.See file dsdata.txt to determine how the superseded data were derived.
 LD0790
 LD0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5023117887(NAD 83)
 LD0790_MARKER: 53 = ELEVATED TANK
 LD0790
 LD0790  HISTORY     - Date     Condition        Report By
 LD0790  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0790
 LD0790                          STATION DESCRIPTION
 LD0790
 LD0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0790'STATION IS LOCATED ABOUT 1.75 MILES SOUTH OF U.S. HIGHWAY
 LD0790'34 NEAR THE EAST EDGE OF THE IOWA ORDNANCE PLANT.  IT IS A
 LD0790'LARGE METAL TANK SUPPORTED BY SIX STRUCTURAL STEEL LEGS.
 LD0790'IT IS PAINTED IN ORANGE AND WHITE SQUARES AND IS 155 FEET
 LD0790'IN HEIGHT.  THE TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0791 ***********************************************************************
 LD0791  DESIGNATION -  IOWA ORD PLT LINE 3 WATER TANK
 LD0791  PID         -  LD0791
 LD0791  STATE/COUNTY-  IA/DES MOINES
 LD0791  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0791
 LD0791                         *CURRENT SURVEY CONTROL
 LD0791  ___________________________________________________________________
 LD0791* NAD 83(1996)-  40 48 08.29379(N)    091 14 08.44048(W)     ADJUSTED  
 LD0791* NAVD 88     -                                                        
 LD0791  ___________________________________________________________________
 LD0791  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 LD0791  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0791
 LD0791  HORZ ORDER  -  THIRD
 LD0791
 LD0791.The horizontal coordinates were established by classical geodetic methods
 LD0791.and adjusted by the National Geodetic Survey in May 1999..
 LD0791
 LD0791
 LD0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0791
 LD0791.The geoid height was determined by GEOID03.
 LD0791
 LD0791;                    North         East     Units Scale Factor Converg.
 LD0791;SPC IA S     -    91,581.265   691,050.403   MT  0.99997242   +1 29 29.4
 LD0791;SPC IL W     -   459,622.185   609,794.869   MT  1.00004129   -0 41 54.9
 LD0791;SPC IL W     - 1,507,943.79  2,000,635.33   sFT  1.00004129   -0 41 54.9
 LD0791;UTM  15      - 4,518,308.895   648,828.144   MT  0.99987263   +1 09 11.2
 LD0791
 LD0791                          SUPERSEDED SURVEY CONTROL
 LD0791
 LD0791  NAD 83(1986)-  40 48 08.29628(N)    091 14 08.44672(W) AD(       ) 4
 LD0791  NAD 27      -  40 48 08.15400(N)    091 14 07.92000(W) AD(       ) 3
 LD0791
 LD0791.Superseded values are not recommended for survey control.
 LD0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0791.See file dsdata.txt to determine how the superseded data were derived.
 LD0791
 LD0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4882818309(NAD 83)
 LD0791_MARKER: 53 = ELEVATED TANK
 LD0791
 LD0791  HISTORY     - Date     Condition        Report By
 LD0791  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0791
 LD0791                          STATION DESCRIPTION
 LD0791
 LD0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0791'STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF U.S. HIGHWAY 34
 LD0791'AND 1.5 MILES EAST OF THE CENTER OF THE IOWA ORDNANCE PLANT.
 LD0791'THIS IS ONE OF NINE SIMILAR TANKS IN THE PLANT.  IT IS A LARGE
 LD0791'METAL TANK SUPPORTED BY SIX STRUCTURAL STEEL LEGS.  IT IS
 LD0791'PAINTED IN ORANGE AND WHITE SQUARES AND IS 155 FEET IN HEIGHT.
 LD0791'THE TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0810 ***********************************************************************
 LD0810  DESIGNATION -  IOWA ORD PLT LINE 3A WTR TANK
 LD0810  PID         -  LD0810
 LD0810  STATE/COUNTY-  IA/DES MOINES
 LD0810  USGS QUAD   -  DANVILLE (1981)
 LD0810
 LD0810                         *CURRENT SURVEY CONTROL
 LD0810  ___________________________________________________________________
 LD0810* NAD 83(1996)-  40 47 09.81075(N)    091 17 11.36788(W)     ADJUSTED  
 LD0810* NAVD 88     -                                                        
 LD0810  ___________________________________________________________________
 LD0810  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 LD0810  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0810
 LD0810  HORZ ORDER  -  THIRD
 LD0810
 LD0810.The horizontal coordinates were established by classical geodetic methods
 LD0810.and adjusted by the National Geodetic Survey in May 1999..
 LD0810
 LD0810
 LD0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0810
 LD0810.The geoid height was determined by GEOID03.
 LD0810
 LD0810;                    North         East     Units Scale Factor Converg.
 LD0810;SPC IA S     -    89,667.504   686,809.920   MT  0.99997442   +1 27 28.9
 LD0810;SPC IL W     -   457,871.728   605,484.043   MT  1.00005109   -0 43 53.6
 LD0810;SPC IL W     - 1,502,200.83  1,986,492.23   sFT  1.00005109   -0 43 53.6
 LD0810;UTM  15      - 4,516,420.422   644,576.891   MT  0.99985728   +1 07 10.3
 LD0810
 LD0810                          SUPERSEDED SURVEY CONTROL
 LD0810
 LD0810  NAD 83(1986)-  40 47 09.81288(N)    091 17 11.37592(W) AD(       ) 4
 LD0810  NAD 27      -  40 47 09.67100(N)    091 17 10.84800(W) AD(       ) 3
 LD0810
 LD0810.Superseded values are not recommended for survey control.
 LD0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0810.See file dsdata.txt to determine how the superseded data were derived.
 LD0810
 LD0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4457716420(NAD 83)
 LD0810_MARKER: 53 = ELEVATED TANK
 LD0810
 LD0810  HISTORY     - Date     Condition        Report By
 LD0810  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0810
 LD0810                          STATION DESCRIPTION
 LD0810
 LD0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0810'STATION IS LOCATED ABOUT 4.0 MILES SOUTHWEST OF MIDDLETOWN
 LD0810'IN THE SOUTHWEST CORNER OF THE IOWA ORDNANCE PLANT.  IT IS
 LD0810'A LARGE METAL TANK SUPPORTED BY SIX STRUCTURAL STEEL LEGS.
 LD0810'IT IS PAINTED IN ORANGE AND WHITE SQUARES AND IS 155 FEET IN
 LD0810'HEIGHT.  THE TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0789 ***********************************************************************
 LD0789  DESIGNATION -  IOWA ORD PLT LINE 5 WATER TANK
 LD0789  PID         -  LD0789
 LD0789  STATE/COUNTY-  IA/DES MOINES
 LD0789  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0789
 LD0789                         *CURRENT SURVEY CONTROL
 LD0789  ___________________________________________________________________
 LD0789* NAD 83(1996)-  40 48 55.86943(N)    091 14 20.03265(W)     ADJUSTED  
 LD0789* NAVD 88     -                                                        
 LD0789  ___________________________________________________________________
 LD0789  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 LD0789  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0789
 LD0789  HORZ ORDER  -  THIRD
 LD0789
 LD0789.The horizontal coordinates were established by classical geodetic methods
 LD0789.and adjusted by the National Geodetic Survey in May 1999..
 LD0789
 LD0789
 LD0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0789
 LD0789.The geoid height was determined by GEOID03.
 LD0789
 LD0789;                    North         East     Units Scale Factor Converg.
 LD0789;SPC IA S     -    93,041.239   690,740.631   MT  0.99997086   +1 29 21.8
 LD0789;SPC IL W     -   461,093.034   609,541.101   MT  1.00004186   -0 42 03.2
 LD0789;SPC IL W     - 1,512,769.40  1,999,802.76   sFT  1.00004186   -0 42 03.2
 LD0789;UTM  15      - 4,519,770.527   648,527.026   MT  0.99987153   +1 09 04.7
 LD0789
 LD0789                          SUPERSEDED SURVEY CONTROL
 LD0789
 LD0789  NAD 83(1986)-  40 48 55.87244(N)    091 14 20.03872(W) AD(       ) 4
 LD0789  NAD 27      -  40 48 55.73200(N)    091 14 19.51200(W) AD(       ) 3
 LD0789
 LD0789.Superseded values are not recommended for survey control.
 LD0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0789.See file dsdata.txt to determine how the superseded data were derived.
 LD0789
 LD0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4852719771(NAD 83)
 LD0789_MARKER: 53 = ELEVATED TANK
 LD0789
 LD0789  HISTORY     - Date     Condition        Report By
 LD0789  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0789
 LD0789                          STATION DESCRIPTION
 LD0789
 LD0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0789'STATION IS LOCATED ABOUT 1-1/4 MILES EAST NORTHEAST OF THE
 LD0789'CENTER OF THE IOWA ORDNANCE PLANT AND ABOUT 3/4 MILE SOUTH OF
 LD0789'U.S. HIGHWAY 34.  IT IS A LARGE METAL TANK SUPPORTED BY SIX
 LD0789'STRUCTURAL STEEL LEGS.  IT IS PAINTED IN ORANGE AND WHITE SQUARES
 LD0789'AND IS 155 FEET IN HEIGHT.  THE TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0785 ***********************************************************************
 LD0785  DESIGNATION -  IOWA ORD PLT LINE 6 WATER TANK
 LD0785  PID         -  LD0785
 LD0785  STATE/COUNTY-  IA/DES MOINES
 LD0785  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0785
 LD0785                         *CURRENT SURVEY CONTROL
 LD0785  ___________________________________________________________________
 LD0785* NAD 83(1996)-  40 48 11.67158(N)    091 14 54.16100(W)     ADJUSTED  
 LD0785* NAVD 88     -                                                        
 LD0785  ___________________________________________________________________
 LD0785  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 LD0785  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0785
 LD0785  HORZ ORDER  -  THIRD
 LD0785
 LD0785.The horizontal coordinates were established by classical geodetic methods
 LD0785.and adjusted by the National Geodetic Survey in May 1999..
 LD0785
 LD0785
 LD0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0785
 LD0785.The geoid height was determined by GEOID03.
 LD0785
 LD0785;                    North         East     Units Scale Factor Converg.
 LD0785;SPC IA S     -    91,657.606   689,976.381   MT  0.99997231   +1 28 59.3
 LD0785;SPC IL W     -   459,739.523   608,724.474   MT  1.00004368   -0 42 24.9
 LD0785;SPC IL W     - 1,508,328.75  1,997,123.55   sFT  1.00004368   -0 42 24.9
 LD0785;UTM  15      - 4,518,391.569   647,754.701   MT  0.99986871   +1 08 41.4
 LD0785
 LD0785                          SUPERSEDED SURVEY CONTROL
 LD0785
 LD0785  NAD 83(1986)-  40 48 11.67420(N)    091 14 54.16760(W) AD(       ) 4
 LD0785  NAD 27      -  40 48 11.53300(N)    091 14 53.64000(W) AD(       ) 3
 LD0785
 LD0785.Superseded values are not recommended for survey control.
 LD0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0785.See file dsdata.txt to determine how the superseded data were derived.
 LD0785
 LD0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4775518392(NAD 83)
 LD0785_MARKER: 53 = ELEVATED TANK
 LD0785
 LD0785  HISTORY     - Date     Condition        Report By
 LD0785  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0785
 LD0785                          STATION DESCRIPTION
 LD0785
 LD0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0785'STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF U.S. HIGHWAY 34
 LD0785'AND ABOUT 1.0 MILE EAST OF THE CENTER OF THE IOWA ORDNANCE
 LD0785'PLANT.  THIS IS ONE OF NINE SIMILAR TANKS IN THE PLANT.  IT IS
 LD0785'A LARGE METAL TANK SUPPORTED BY SIX STRUCTURAL STEEL LEGS.
 LD0785'IT IS PAINTED IN ORANGE AND WHITE SQUARES AND IS 155 FEET
 LD0785'IN HEIGHT.  THE TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0792 ***********************************************************************
 LD0792  DESIGNATION -  IOWA ORD PLT LINE 7 WATER TANK
 LD0792  PID         -  LD0792
 LD0792  STATE/COUNTY-  IA/DES MOINES
 LD0792  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0792
 LD0792                         *CURRENT SURVEY CONTROL
 LD0792  ___________________________________________________________________
 LD0792* NAD 83(1996)-  40 47 47.45019(N)    091 14 47.19825(W)     ADJUSTED  
 LD0792* NAVD 88     -                                                        
 LD0792  ___________________________________________________________________
 LD0792  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 LD0792  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0792
 LD0792  HORZ ORDER  -  THIRD
 LD0792
 LD0792.The horizontal coordinates were established by classical geodetic methods
 LD0792.and adjusted by the National Geodetic Survey in May 1999..
 LD0792
 LD0792
 LD0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0792
 LD0792.The geoid height was determined by GEOID03.
 LD0792
 LD0792;                    North         East     Units Scale Factor Converg.
 LD0792;SPC IA S     -    90,914.940   690,158.885   MT  0.99997313   +1 29 03.9
 LD0792;SPC IL W     -   458,990.372   608,878.476   MT  1.00004334   -0 42 20.0
 LD0792;SPC IL W     - 1,505,870.91  1,997,628.80   sFT  1.00004334   -0 42 20.0
 LD0792;UTM  15      - 4,517,647.915   647,932.797   MT  0.99986936   +1 08 45.4
 LD0792
 LD0792                          SUPERSEDED SURVEY CONTROL
 LD0792
 LD0792  NAD 83(1986)-  40 47 47.45250(N)    091 14 47.20487(W) AD(       ) 4
 LD0792  NAD 27      -  40 47 47.31000(N)    091 14 46.67800(W) AD(       ) 3
 LD0792
 LD0792.Superseded values are not recommended for survey control.
 LD0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0792.See file dsdata.txt to determine how the superseded data were derived.
 LD0792
 LD0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4793317648(NAD 83)
 LD0792_MARKER: 53 = ELEVATED TANK
 LD0792
 LD0792  HISTORY     - Date     Condition        Report By
 LD0792  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0792
 LD0792                          STATION DESCRIPTION
 LD0792
 LD0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0792'STATION IS LOCATED ABOUT 1.75 MILES SOUTH OF U.S. HIGHWAY
 LD0792'34, AND 2.5 MILES EAST OF THE CENTER OF THE IOWA ORDNANCE PLANT.
 LD0792'THIS IS ONE OF NINE SIMILAR TANKS IN THE PLANT.  IT IS A
 LD0792'LARGE METAL TANK SUPPORTED BY SIX STRUCTURAL STEEL LEGS.  IT
 LD0792'IS PAINTED IN ORANGE AND WHITE SQUARES AND IS 155 FEET IN
 LD0792'HEIGHT.  THE TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0787 ***********************************************************************
 LD0787  DESIGNATION -  IOWA ORD PLT YARD L WATER TANK
 LD0787  PID         -  LD0787
 LD0787  STATE/COUNTY-  IA/DES MOINES
 LD0787  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0787
 LD0787                         *CURRENT SURVEY CONTROL
 LD0787  ___________________________________________________________________
 LD0787* NAD 83(1996)-  40 49 23.29444(N)    091 14 41.43601(W)     ADJUSTED  
 LD0787* NAVD 88     -                                                        
 LD0787  ___________________________________________________________________
 LD0787  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 LD0787  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LD0787
 LD0787  HORZ ORDER  -  THIRD
 LD0787
 LD0787.The horizontal coordinates were established by classical geodetic methods
 LD0787.and adjusted by the National Geodetic Survey in May 1999..
 LD0787
 LD0787
 LD0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0787
 LD0787.The geoid height was determined by GEOID03.
 LD0787
 LD0787;                    North         East     Units Scale Factor Converg.
 LD0787;SPC IA S     -    93,873.898   690,217.277   MT  0.99996998   +1 29 07.7
 LD0787;SPC IL W     -   461,945.149   609,049.917   MT  1.00004295   -0 42 17.6
 LD0787;SPC IL W     - 1,515,565.04  1,998,191.27   sFT  1.00004295   -0 42 17.6
 LD0787;UTM  15      - 4,520,606.175   648,008.644   MT  0.99986964   +1 08 51.4
 LD0787
 LD0787                          SUPERSEDED SURVEY CONTROL
 LD0787
 LD0787  NAD 83(1986)-  40 49 23.29765(N)    091 14 41.44228(W) AD(       ) 4
 LD0787  NAD 27      -  40 49 23.16000(N)    091 14 40.91100(W) AD(       ) 3
 LD0787
 LD0787.Superseded values are not recommended for survey control.
 LD0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0787.See file dsdata.txt to determine how the superseded data were derived.
 LD0787
 LD0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4800920606(NAD 83)
 LD0787_MARKER: 53 = ELEVATED TANK
 LD0787
 LD0787  HISTORY     - Date     Condition        Report By
 LD0787  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0787
 LD0787                          STATION DESCRIPTION
 LD0787
 LD0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0787'STATION IS LOCATED NEAR THE NORTH CENTRAL AREA OF THE IOWA
 LD0787'ORDNANCE PLANT ABOUT 1/4 MILE SOUTH OF U.S. HIGHWAY 34.  IT IS A
 LD0787'LARGE METAL TANK SUPPORTED BY SIX STRUCTURAL STEEL LEGS.
 LD0787'IT IS PAINTED IN ORANGE AND WHITE SQUARES AND IS 155 FEET
 LD0787'IN HEIGHT.  THE TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0387 ***********************************************************************
 NK0387  DESIGNATION -  IOWA STATE COLLEGE
 NK0387  PID         -  NK0387
 NK0387  STATE/COUNTY-  IA/STORY
 NK0387  USGS QUAD   -  AMES WEST (1975)
 NK0387
 NK0387                         *CURRENT SURVEY CONTROL
 NK0387  ___________________________________________________________________
 NK0387* NAD 83(1986)-  42 01 36.     (N)    093 38 52.     (W)     SCALED    
 NK0387* NAVD 88     -       292.171  (meters)     958.56   (feet)  ADJUSTED  
 NK0387  ___________________________________________________________________
 NK0387  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 NK0387  DYNAMIC HT  -         292.072 (meters)     958.24  (feet)  COMP
 NK0387  MODELED GRAV-     980,277.5   (mgal)                       NAVD 88
 NK0387
 NK0387  VERT ORDER  -  FIRST     CLASS II
 NK0387
 NK0387.The horizontal coordinates were scaled from a topographic map and have
 NK0387.an estimated accuracy of +/- 6 seconds.
 NK0387
 NK0387.The orthometric height was determined by differential leveling
 NK0387.and adjusted by the National Geodetic Survey in June 1991..
 NK0387
 NK0387.The geoid height was determined by GEOID03.
 NK0387
 NK0387.The dynamic height is computed by dividing the NAVD 88
 NK0387.geopotential number by the normal gravity value computed on the
 NK0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0387.degrees latitude (g = 980.6199 gals.).
 NK0387
 NK0387.The modeled gravity was interpolated from observed gravity values.
 NK0387
 NK0387;                    North         East    Units  Estimated Accuracy
 NK0387;SPC IA N     - 1,058,510.    1,487,760.      MT  (+/- 180 meters Scaled)
 NK0387
 NK0387                          SUPERSEDED SURVEY CONTROL
 NK0387
 NK0387  NGVD 29 (??/??/92)  292.144  (m)          958.48   (f) ADJ UNCH    1 2
 NK0387
 NK0387.Superseded values are not recommended for survey control.
 NK0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0387.See file dsdata.txt to determine how the superseded data were derived.
 NK0387
 NK0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG463529(NAD 83)
 NK0387_MARKER: DB = BENCH MARK DISK
 NK0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0387_STAMPING: IOWA STATE COLLEGE 1934
 NK0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0387+STABILITY: SURFACE MOTION
 NK0387
 NK0387  HISTORY     - Date     Condition        Report By
 NK0387  HISTORY     - 1934     MONUMENTED       CGS
 NK0387  HISTORY     - 20020802 GOOD             INDIV
 NK0387
 NK0387                          STATION DESCRIPTION
 NK0387
 NK0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0387'AT AMES.
 NK0387'AT AMES, 120 YARDS EAST OF ENGINEERING HALL, 178.3 FEET
 NK0387'SOUTHWEST OF THE SOUTHWEST CORNER OF MORRIL HALL, 64.4 FEET
 NK0387'NORTHWEST OF THE NORTHEAST CORNER OF CENTRAL BUILDING, AND 21.5
 NK0387'FEET EAST OF THE CENTERLINE OF A SIDEWALK LEADING NORTH OF THE
 NK0387'NORTH ENTRANCE TO CENTRAL BUILDING.  A STANDARD DISK, STAMPED
 NK0387'IOWA STATE COLLEGE 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0387'LEVEL WITH THE GROUND.
 NK0387
 NK0387                          STATION RECOVERY (2002)
 NK0387
 NK0387'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JTR)
 NK0387'GPS REPORTED COORDINATES (WGS84) AND ELEVATION -
 NK0387'N 42 01.602'
 NK0387'W093 38.901'
 NK0387'ELEVATION 1001'
 NK0387'SATELLITE RECEPTION WAS LESS THAN IDEAL DUE TO PROXIMITY OF
 NK0387'OBSTRUCTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1654 ***********************************************************************
 NM1654  DESIGNATION -  IRETON
 NM1654  PID         -  NM1654
 NM1654  STATE/COUNTY-  IA/SIOUX
 NM1654  USGS QUAD   -  HAWARDEN SOUTH (1969)
 NM1654
 NM1654                         *CURRENT SURVEY CONTROL
 NM1654  ___________________________________________________________________
 NM1654* NAD 83(1996)-  42 57 48.06405(N)    096 23 26.96034(W)     ADJUSTED  
 NM1654* NAVD 88     -       433.     (meters)    1421.     (feet)  SCALED    
 NM1654  ___________________________________________________________________
 NM1654  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 NM1654  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 NM1654
 NM1654  HORZ ORDER  -  SECOND
 NM1654
 NM1654.The horizontal coordinates were established by classical geodetic methods
 NM1654.and adjusted by the National Geodetic Survey in May 1999..
 NM1654
 NM1654.The orthometric height was scaled from a topographic map.
 NM1654
 NM1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1654
 NM1654.The geoid height was determined by GEOID03.
 NM1654
 NM1654;                    North         East     Units Scale Factor Converg.
 NM1654;SPC IA N     - 1,166,578.064 1,264,195.214   MT  0.99995866   -1 57 33.3
 NM1654;UTM  14      - 4,760,048.461   712,801.469   MT  1.00015713   +1 46 44.0
 NM1654
 NM1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1654!SPC IA N     -   0.99993615  x   0.99995866  =   0.99989481
 NM1654!UTM  14      -   0.99993615  x   1.00015713  =   1.00009327
 NM1654
 NM1654|---------------------------------------------------------------------|
 NM1654| PID    Reference Object                     Distance      Geod. Az  |
 NM1654|                                                           dddmmss.s |
 NM1654| CO3789 IRETON RM 1                          22.709 METERS 06944     |
 NM1654| NM1649 IRETON MUNICIPAL TANK               APPROX. 6.0 KM 0794908.7 |
 NM1654| CO3790 IRETON RM 2                          24.293 METERS 20412     |
 NM1654| OQ0617 HAWARDEN MUNICIPAL TANK             APPROX. 8.0 KM 3003417.1 |
 NM1654| CO3787 IRETON AZ MK                                       3572040.7 |
 NM1654| CO3788 IRETON AZ MK 2                                     3572225.4 |
 NM1654|---------------------------------------------------------------------|
 NM1654
 NM1654                          SUPERSEDED SURVEY CONTROL
 NM1654
 NM1654  NAD 83(1996)-  42 57 48.06405(N)    096 23 26.96034(W) AD(       ) 2
 NM1654  NAD 83(1996)-  42 57 48.06391(N)    096 23 26.95988(W) AD(       ) 2
 NM1654  NAD 83(1996)-  42 57 48.06428(N)    096 23 26.95727(W) AD(       ) 2
 NM1654  NAD 83(1986)-  42 57 48.06700(N)    096 23 26.95241(W) AD(       ) 2
 NM1654  NAD 27      -  42 57 48.10900(N)    096 23 25.85400(W) AD(       ) 2
 NM1654
 NM1654.Superseded values are not recommended for survey control.
 NM1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1654.See file dsdata.txt to determine how the superseded data were derived.
 NM1654
 NM1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1280160048(NAD 83)
 NM1654_MARKER: DS = TRIANGULATION STATION DISK
 NM1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1654
 NM1654  HISTORY     - Date     Condition        Report By
 NM1654  HISTORY     - 1949     MONUMENTED       CGS
 NM1654  HISTORY     - 1961     GOOD             CGS
 NM1654
 NM1654                          STATION DESCRIPTION
 NM1654
 NM1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1654'THE STATION IS LOCATED ABOUT 4.0 MILES WEST-SOUTHWEST OF THE
 NM1654'VILLAGE OF IRETON, ON LAND OWNED BY MR. L. SHELLING.  IT IS
 NM1654'ABOUT 0.1 MILE NORTH OF MR. SHELLINGS HOUSE, 50 FEET SOUTHEAST
 NM1654'OF A POWERLINE POLE WITH A TRIANGLE BLAZE AND 32.5 FEET EAST
 NM1654'OF THE FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 NM1654'GROUND AND THE DISK IS STAMPED IRETON 1949.
 NM1654'
 NM1654'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION.  THE
 NM1654'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED IRETON NO 1 1949.
 NM1654'
 NM1654'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, 34 FEET
 NM1654'EAST OF THE CENTERLINE OF THE ROAD AND 1 FOOT EAST OF THE
 NM1654'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NM1654'IRETON NO 2 1949.
 NM1654'
 NM1654'AZIMUTH MARK IS ABOUT 0.35 MILE NORTH OF THE STATION, 34 FEET
 NM1654'WEST OF THE CENTERLINE OF THE ROAD AND 1 FOOT WEST OF THE
 NM1654'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NM1654'IRETON 1949.
 NM1654'
 NM1654'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 12 IN
 NM1654'HAWARDEN, GO EAST ON HIGHWAY 10 FOR 4.85 MILES TO CROSSROADS,
 NM1654'TURN RIGHT (SOUTH) 2.0 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 NM1654'CONTINUE SOUTH 0.35 MILE TO GROVE OF TREES ON THE LEFT AND
 NM1654'THE STATION AS DESCRIBED.
 NM1654'
 NM1654'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NM1654
 NM1654                          STATION RECOVERY (1961)
 NM1654
 NM1654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 NM1654'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE
 NM1654'MARK 2 WERE RECOVERED, FOUND TO BE IN GOOD CONDITION AND AS
 NM1654'DESCRIBED IN 1949.  THE ORIGINAL AZIMUTH MARK, ESTABLISHED
 NM1654'IN 1949, WAS DESTROYED AT THE PROPERTY OWNERS REQUEST.  BEFORE
 NM1654'DESTROYING THE MARK CHECK OBSERVATIONS WERE MADE UPON IT.
 NM1654'
 NM1654'A NEW AZIMUTH MARK WAS ESTABLISHED THIS YEAR.  THE MARK, A
 NM1654'STANDARD DISK STAMPED IRETON 1949 RESET 1961, IS SET IN THE
 NM1654'TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 NM1654'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 0.35
 NM1654'MILE NORTH OF THE STATION, 250 YARDS NORTH OF A CROSS ROAD, 31
 NM1654'FEET WEST OF THE CENTER OF A NORTH-SOUTH COUNTY ROAD AND 1
 NM1654'FOOT SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NM1654'
 NM1654'THE 1949 ROUTE TO THE STATION WAS USED IN RECOVERY AND FOUND
 NM1654'TO BE ENTIRELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1649 ***********************************************************************
 NM1649  DESIGNATION -  IRETON MUNICIPAL TANK
 NM1649  PID         -  NM1649
 NM1649  STATE/COUNTY-  IA/SIOUX
 NM1649  USGS QUAD   -  IRETON (1969)
 NM1649
 NM1649                         *CURRENT SURVEY CONTROL
 NM1649  ___________________________________________________________________
 NM1649* NAD 83(1996)-  42 58 22.61080(N)    096 19 04.35354(W)     ADJUSTED  
 NM1649* NAVD 88     -                                                        
 NM1649  ___________________________________________________________________
 NM1649  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 NM1649  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 NM1649
 NM1649  HORZ ORDER  -  THIRD
 NM1649
 NM1649.The horizontal coordinates were established by classical geodetic methods
 NM1649.and adjusted by the National Geodetic Survey in May 1999..
 NM1649
 NM1649
 NM1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1649
 NM1649.The geoid height was determined by GEOID03.
 NM1649
 NM1649;                    North         East     Units Scale Factor Converg.
 NM1649;SPC IA N     - 1,167,442.600 1,270,178.751   MT  0.99995954   -1 54 35.3
 NM1649;UTM  14      - 4,761,301.566   718,717.168   MT  1.00018854   +1 49 44.4
 NM1649
 NM1649                          SUPERSEDED SURVEY CONTROL
 NM1649
 NM1649  NAD 83(1996)-  42 58 22.61080(N)    096 19 04.35354(W) AD(       ) 4
 NM1649  NAD 83(1996)-  42 58 22.61076(N)    096 19 04.35196(W) AD(       ) 4
 NM1649  NAD 83(1996)-  42 58 22.61075(N)    096 19 04.34979(W) AD(       ) 4
 NM1649  NAD 83(1986)-  42 58 22.61360(N)    096 19 04.34510(W) AD(       ) 4
 NM1649  NAD 27      -  42 58 22.65600(N)    096 19 03.26000(W) AD(       ) 3
 NM1649
 NM1649.Superseded values are not recommended for survey control.
 NM1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1649.See file dsdata.txt to determine how the superseded data were derived.
 NM1649
 NM1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1871761302(NAD 83)
 NM1649_MARKER: 53 = ELEVATED TANK
 NM1649
 NM1649  HISTORY     - Date     Condition        Report By
 NM1649  HISTORY     - 1949     FIRST OBSERVED   CGS
 NM1649
 NM1649                          STATION DESCRIPTION
 NM1649
 NM1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1649'THIS STATION IS LOCATED IN THE TOWN OF IRETON, ABOUT 2 BLOCKS
 NM1649'SOUTH OF THE POST OFFICE.  IT IS 115 FEET EAST OF THE CENTERLINE
 NM1649'OF MAIN STREET, AND 44 FEET NORTH OF THE CENTERLINE OF 5TH.
 NM1649'STREET.  IT IS A 4 LEGGED STEEL STRUCTURE, 22 FEET SQUARE AT
 NM1649'THE BASE, AND ABOUT 90 FEET HIGH.  IT IS SILVER IN COLOR.
 NM1649'
 NM1649'THE POINT INTERSECTED WAS THE BALL FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0575 ***********************************************************************
 LE0575  DESIGNATION -  IRVIN
 LE0575  PID         -  LE0575
 LE0575  STATE/COUNTY-  IA/LUCAS
 LE0575  USGS QUAD   -  LE ROY (1965)
 LE0575
 LE0575                         *CURRENT SURVEY CONTROL
 LE0575  ___________________________________________________________________
 LE0575* NAD 83(1996)-  40 58 13.52494(N)    093 30 04.44367(W)     ADJUSTED  
 LE0575* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 LE0575  ___________________________________________________________________
 LE0575  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 LE0575  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 LE0575
 LE0575  HORZ ORDER  -  FIRST
 LE0575
 LE0575.The horizontal coordinates were established by classical geodetic methods
 LE0575.and adjusted by the National Geodetic Survey in May 1999..
 LE0575
 LE0575.The orthometric height was scaled from a topographic map.
 LE0575
 LE0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0575
 LE0575.The geoid height was determined by GEOID03.
 LE0575
 LE0575;                    North         East     Units Scale Factor Converg.
 LE0575;SPC IA S     -   107,763.744   499,896.106   MT  0.99995642   -0 00 02.9
 LE0575;UTM  15      - 4,535,594.762   457,826.509   MT  0.99962189   -0 19 43.1
 LE0575
 LE0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0575!SPC IA S     -   0.99995316  x   0.99995642  =   0.99990958
 LE0575!UTM  15      -   0.99995316  x   0.99962189  =   0.99957507
 LE0575
 LE0575:                Primary Azimuth Mark                     Grid Az
 LE0575:SPC IA S     -  CHARITON LUCAS CO CTHSE CLKTWR           072 59 23.4
 LE0575:UTM  15      -  CHARITON LUCAS CO CTHSE CLKTWR           073 19 03.6
 LE0575
 LE0575|---------------------------------------------------------------------|
 LE0575| PID    Reference Object                     Distance      Geod. Az  |
 LE0575|                                                           dddmmss.s |
 LE0575| MH0641 CHARITON LUCAS CO CTHSE CLKTWR      APPROX.17.0 KM 0725920.5 |
 LE0575| MH0642 CHARITON WATER TANK                 APPROX.16.9 KM 0732027.6 |
 LE0575| MH0644 CHARITON MUNICIPAL TANK             APPROX.18.1 KM 0750200.4 |
 LE0575| CL9589 IRVIN RM 1 AZIMUTH                                 09313     |
 LE0575| LE0527 CORYDON CITY WATER TANK             APPROX.28.1 KM 1465112.9 |
 LE0575| CL9590 IRVIN RM 2                           22.420 METERS 15536     |
 LE0575| LE0531 HUMESTON CITY WATER TANK            APPROX.12.4 KM 1781916.3 |
 LE0575| CL9592 IRVIN RM 4                           52.020 METERS 20835     |
 LE0575| MH0661 OSCEOLA HIGH PT OF CTHSE TWR        APPROX.23.4 KM 2874014.3 |
 LE0575| MH0660 OSCEOLA MUNICIPAL TANK              APPROX.23.6 KM 2874347.8 |
 LE0575| CL9588 IRVIN AZ MK                                        3353224.0 |
 LE0575| CL9591 IRVIN RM 3                           30.251 METERS 33639     |
 LE0575|---------------------------------------------------------------------|
 LE0575
 LE0575                          SUPERSEDED SURVEY CONTROL
 LE0575
 LE0575  NAD 83(1986)-  40 58 13.52935(N)    093 30 04.45506(W) AD(       ) 1
 LE0575  NAD 27      -  40 58 13.52930(N)    093 30 03.68600(W) AD(       ) 1
 LE0575
 LE0575.Superseded values are not recommended for survey control.
 LE0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0575.See file dsdata.txt to determine how the superseded data were derived.
 LE0575
 LE0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF5782735595(NAD 83)
 LE0575_MARKER: DS = TRIANGULATION STATION DISK
 LE0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0575
 LE0575  HISTORY     - Date     Condition        Report By
 LE0575  HISTORY     - 1928     MONUMENTED       CGS
 LE0575  HISTORY     - 1956     GOOD             CGS
 LE0575  HISTORY     - 1958     GOOD             CGS
 LE0575
 LE0575                          STATION DESCRIPTION
 LE0575
 LE0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 LE0575'ABOUT 2-3/4 MILES NORTH AND 2 MILES WEST OF THE TOWN OF DERBY,
 LE0575'4 MILES SOUTH AND TWO MILES WEST OF LUCAS, AND 1-1/2 MILE WEST OF
 LE0575'THE GOSHEN CHURCH.  THE STATION IS ON THE SOUTH SIDE OF THE
 LE0575'SOUTHWEST QUARTER OF SEC. 10, T. 71 N., R. 23 W., IN A SMALL
 LE0575'IMPLEMENT YARD ON THE IRVIN FARM, IN A FENCE CORNER ON THE NORTH
 LE0575'SIDE OF, AND 12.8 METERS FROM THE CENTER OF THE SECTION-LINE
 LE0575'ROAD, 53.6 METERS SOUTHWEST OF A TILE SILO, 20.9 METERS SOUTHEAST
 LE0575'OF A LARGE PINE TREE, AND 17.0 METERS SOUTHEAST OF THE
 LE0575'SOUTHEAST CORNER OF AN OLD HOUSE USED AS A BARN.  STATION
 LE0575'MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 LE0575'WITH THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK SET
 LE0575'IN THE TOP OF A CONCRETE BLOCK 5 FEET BENEATH SURFACE OF
 LE0575'GROUND.
 LE0575'
 LE0575'REFERENCE MARK NO. 1 IS ABOUT 1/3 MILE EAST OF
 LE0575'STATION, IN THE FENCE LINE ON THE SOUTH SIDE OF THE SECTION LINE
 LE0575'ROAD, 6.7 METERS SOUTH OF ITS CENTER LINE, AND 66.5 METERS
 LE0575'WEST OF A CROSSFENCE ALONG A LANE.  IT IS ABOUT 150 METERS
 LE0575'EAST OF A FARMHOUSE.
 LE0575'
 LE0575'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE
 LE0575'STATION, 7.3 METERS SOUTH OF CENTER LINE OF SECTION-LINE ROAD,
 LE0575'0.5 METER EAST OF A GATE, AND 64.3 METERS WEST OF A TILE SILO.
 LE0575'
 LE0575'HEIGHT OF SIGNAL ABOVE STATION MARK - 30.7 METERS.
 LE0575
 LE0575                          STATION RECOVERY (1956)
 LE0575
 LE0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 LE0575'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LE0575'REFERENCE MARKS NOS. 1 AND 2 WERE SEARCHED FOR BUT WERE NOT
 LE0575'FOUND, THE MARKS COULD HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 LE0575'TWO NEW REFERENCE MARKS NOS. 3 AND 4, AND A NEW AZIMUTH MARK
 LE0575'WERE SET.
 LE0575'
 LE0575'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS- THE STATION IS ABOUT
 LE0575'2-3/4 MILES NORTH AND 2 MILES WEST OF DERBY, 4 MILES SOUTH AND
 LE0575'2 MILES WEST OF LUCAS, IN SECTION 4, T. 71 N., R. 23 W., AND ON
 LE0575'LAND OWNED BY MR. I.L. BROWN.
 LE0575'
 LE0575'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND 65
 LE0575'AT THE WEST EDGE OF LUCAS, GO SOUTH ON U.S. HIGHWAY 65 FOR 4.15 TO
 LE0575'CROSSROADS, TURN RIGHT, GO WEST ON GRAVEL ROAD FOR 1.0 MILE TO
 LE0575'AZIMUTH MARK ON LEFT JUST SOUTH OF FARM HOUSE.  CONTINUE WEST
 LE0575'FOR 0.55 MILE TO STATION ON RIGHT IN BARN LOT.
 LE0575'
 LE0575'STATION MARK IS A STANDARD DISK STAMPED IRVIN 1928, SET IN A
 LE0575'SQUARE CONCRETE POST WHICH IS FLUSH WITH SURFACE OF GROUND.  IT IS
 LE0575'175 FEET SOUTH-SOUTHWEST OF A TILE SILO, 40 FEET NORTH OF CENTER
 LE0575'OF GRAVEL ROAD, AND 16 FEET WEST-NORTHWEST OF THE WEST END OF
 LE0575'GATE IN RIGHT-OF-WAY FENCE.  A STANDARD WITNESS POST WAS SET
 LE0575'5 FEET SOUTH OF MARK IN FENCE LINE.
 LE0575'
 LE0575'REFERENCE MARK 3, A STANDARD DISK STAMPED IRVIN NO 3 1928, IS
 LE0575'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 LE0575'129 FEET SOUTH OF TILE SILO, 36 FEET NORTH OF CENTER OF ROAD,
 LE0575'AND 1 FOOT NORTH OF RIGHT-OF-WAY FENCE.
 LE0575'
 LE0575'REFERENCE MARK 4, A STANDARD DISK STAMPED IRVIN NO 4 1928,
 LE0575'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 LE0575'IT IS 142 FEET NORTH OF RIGHT-OF-WAY FENCE, 29 FEET NORTH-NORTHEAST
 LE0575'OF A LONE 18-INCH TREE, 14 FEET EAST OF A NORTH-SOUTH FENCE LINE,
 LE0575'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 LE0575'
 LE0575'AZIMUTH MARK, A STANDARD DISK STAMPED IRVIN 1928, IS SET IN A
 LE0575'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 155 FEET
 LE0575'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF FARM HOUSE, 32 FEET
 LE0575'SOUTH OF CENTER OF GRAVEL ROAD, 10 FEET EAST OF A FIELD ROAD
 LE0575'AND 1-1/2 FEET WEST OF A POWER LINE POLE WITH TRANSFORMER.
 LE0575'A STANDARD WITNESS POST WAS SET 1-1/2 FEET WEST OF MARK.
 LE0575'
 LE0575'NOTE- A 90 FT. TOWER WAS USED.
 LE0575
 LE0575                          STATION RECOVERY (1958)
 LE0575
 LE0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LE0575'THE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK WERE
 LE0575'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN THE 1956
 LE0575'DESCRIPTION.  THE PROPERTY OWNER HAS CHANGED TO MR. JOHN OWENS.
 LE0575'THE REFERENCE POINTS TO THE STATION, REFERENCE MARKS 3, 4 AND THE
 LE0575'AZIMUTH MARK CHECKED.  THE DIRECTION TO THE AZIMUTH MARK AND
 LE0575'REFERENCE MARKS 3 AND 4 CHECKED.  THE 1956 DESCRIPTION OF THE
 LE0575'STATION, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK ARE
 LE0575'ADEQUATE WITH THE EXCEPTION OF SOME NEW REFERENCE POINTS BEING
 LE0575'ADDED.  THE TO REACH IS ADEQUATE.
 LE0575'
 LE0575'THE DESCRIPTION OF THE STATION AND THE TO REACH FOLLOWS-
 LE0575'
 LE0575'THE STATION IS ABOUT 2-3/4 MILES NORTH AND 2 MILES WEST OF DERBY,
 LE0575'4 MILES SOUTH AND 2 MILES WEST OF LUCAS, IN SECTION 4, T. 71 N.,
 LE0575'R. 23 W., AND IS ON THE PROPERTY OF MR. JOHN OWENS.  IT IS 175
 LE0575'FEET SOUTH-SOUTHWEST OF A TILE SILO, 39 FEET NORTH OF THE
 LE0575'CENTERLINE OF A GRAVELED ROAD, 16 FEET WEST OF A WEST GATE POST,
 LE0575'5 FEET NORTHEAST OF A WHITE WITNESS POST, 24 FEET SOUTHEAST OF A
 LE0575'14 INCH WALNUT TREE, 27 FEET WEST OF THE CENTERLINE OF A
 LE0575'DRIVEWAY AND 4.6 FEET NORTH OF A WIRE FENCE, SET FLUSH WITH THE
 LE0575'GROUND AND THE DISK IS STAMPED IRVIN 1928.
 LE0575'
 LE0575'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND 34
 LE0575'AT THE WEST EDGE OF LUCAS, GO SOUTH ON U.S. HIGHWAY 65 FOR 4.15
 LE0575'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED
 LE0575'ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT JUST SOUTH
 LE0575'OF A FARM HOUSE.  CONTINUE WEST ON THE GRAVELED ROAD FOR
 LE0575'0.6 MILE TO THE STATION ON THE RIGHT IN A BARN LOT.
 LE0575'
 LE0575'REFERENCE MARK 3 IS 129 FEET SOUTH OF THE TILE SILO, 36 FEET
 LE0575'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 1 FOOT NORTH OF THE
 LE0575'WIRE FENCE AND 74 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY.
 LE0575'THE MONUMENT PROJECTS 3 INCHES
 LE0575'AND THE DISK IS STAMPED IRVIN NO 3 1928.
 LE0575'
 LE0575'REFERENCE MARK 4 IS 142 FEET NORTH OF RIGHT-OF-WAY FENCE,
 LE0575'29 FEET NORTH-NORTHEAST OF A LONE 18 INCH TREE, 14 FEET EAST OF A
 LE0575'NORTH-SOUTH FENCE LINE AND 1 FOOT SOUTH OF AND EAST-WEST FENCE
 LE0575'LINE.  THE MONUMENT PROJECTS 3
 LE0575'INCHES AND THE DISK IS STAMPED IRVIN NO 4 1928.
 LE0575'
 LE0575'THE AZIMUTH MARK IS 155 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 LE0575'CORNER OF A FARM HOUSE, 32 FEET SOUTH OF THE CENTERLINE OF THE
 LE0575'GRAVELED ROAD, 10 FEET EAST OF THE CENTERLINE OF A FIELD ROAD, 1.6
 LE0575'FEET WEST OF A POWER LINE POLE WITH TRANSFORMER, 1.6 FEET
 LE0575'SOUTHWEST OF A WHITE WITNESS POST, 1 FOOT NORTH OF A WIRE
 LE0575'FENCE AND 3.6 FEET EAST OF AN EAST GATE POST.
 LE0575'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 LE0575'STAMPED IRVIN 1928.
 LE0575'
 LE0575'HEIGHT OF LIGHT ABOVE MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1002 ***********************************************************************
 OP1002  DESIGNATION -  IRVINGTON
 OP1002  PID         -  OP1002
 OP1002  STATE/COUNTY-  IA/KOSSUTH
 OP1002  USGS QUAD   -  SEXTON (1972)
 OP1002
 OP1002                         *CURRENT SURVEY CONTROL
 OP1002  ___________________________________________________________________
 OP1002* NAD 83(1996)-  43 02 15.80002(N)    094 06 33.60380(W)     ADJUSTED  
 OP1002* NAVD 88     -       386.0    (meters)    1266.     (feet)  VERTCON   
 OP1002  ___________________________________________________________________
 OP1002  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 OP1002  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 OP1002
 OP1002  HORZ ORDER  -  FIRST
 OP1002
 OP1002.The horizontal coordinates were established by classical geodetic methods
 OP1002.and adjusted by the National Geodetic Survey in May 1999..
 OP1002
 OP1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1002
 OP1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1002
 OP1002.The geoid height was determined by GEOID03.
 OP1002
 OP1002;                    North         East     Units Scale Factor Converg.
 OP1002;SPC IA N     - 1,170,986.701 1,450,346.799   MT  0.99996619   -0 24 46.7
 OP1002;UTM  15      - 4,765,600.874   409,634.919   MT  0.99970045   -0 45 25.7
 OP1002
 OP1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1002!SPC IA N     -   0.99994405  x   0.99996619  =   0.99991024
 OP1002!UTM  15      -   0.99994405  x   0.99970045  =   0.99964451
 OP1002
 OP1002:                Primary Azimuth Mark                     Grid Az
 OP1002:SPC IA N     -  LU VERNE IOWA BEEF PROCES MAST           058 15 39.4
 OP1002:UTM  15      -  LU VERNE IOWA BEEF PROCES MAST           058 36 18.4
 OP1002
 OP1002|---------------------------------------------------------------------|
 OP1002| PID    Reference Object                     Distance      Geod. Az  |
 OP1002|                                                           dddmmss.s |
 OP1002| OP1001 LU VERNE IOWA BEEF PROCES MAST      APPROX. 2.0 KM 0575052.7 |
 OP1002| CI5750 IRVINGTON RM 1                       16.224 METERS 18138     |
 OP1002| CI5749 IRVINGTON AZ MK                                    2730948.0 |
 OP1002| CI5751 IRVINGTON RM 2                       21.288 METERS 29706     |
 OP1002|---------------------------------------------------------------------|
 OP1002
 OP1002                          SUPERSEDED SURVEY CONTROL
 OP1002
 OP1002  NAD 83(1996)-  43 02 15.79991(N)    094 06 33.60371(W) AD(       ) 1
 OP1002  NAD 83(1986)-  43 02 15.79194(N)    094 06 33.59343(W) AD(       ) 1
 OP1002  NAD 27      -  43 02 15.91036(N)    094 06 32.74161(W) AD(       ) 1
 OP1002  NGVD 29 (07/19/86)  385.9    (m)         1266.     (f) VERT ANG       
 OP1002
 OP1002.Superseded values are not recommended for survey control.
 OP1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1002.See file dsdata.txt to determine how the superseded data were derived.
 OP1002
 OP1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0963565601(NAD 83)
 OP1002_MARKER: DS = TRIANGULATION STATION DISK
 OP1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1002_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP1002
 OP1002  HISTORY     - Date     Condition        Report By
 OP1002  HISTORY     - 1971     MONUMENTED       NGS
 OP1002
 OP1002                          STATION DESCRIPTION
 OP1002
 OP1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1002'THE STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF ALGONA,
 OP1002'7 MILES SOUTHWEST OF WESLEY, 6 MILES NORTHEAST OF IRVINGTON,
 OP1002'3 MILES SOUTH OF SEXTON IN THE NE 1/4 OF SEC. 23, R. 28 W., T. 95
 OP1002'N. AND ON ROAD RIGHT-OF-WAY.
 OP1002'
 OP1002'TO REACH THE STATION FROM THE POST OFFICE IN WESLEY, GO EAST
 OP1002'ON A PAVED STREET FOR 0.1 MILE TO A CROSSROAD.  TURN RIGHT AND
 OP1002'GO SOUTH ON COUNTY ROAD P 66 FOR 3.2 MILES TO A CROSSROAD.
 OP1002'TURN RIGHT AND GO WEST ON COUNTY ROAD B 46 FOR 4.85 MILES
 OP1002'TO A CROSSROAD.  CONTINUE AHEAD AND GO WEST ON A GRAVELED ROAD
 OP1002'FOR 1 MILE TO A CROSSROAD AND THE STATION IN THE SOUTHWEST
 OP1002'ANGLE OF THE INTERSECTION.
 OP1002'
 OP1002'STATION MARKS ARE STANDARD DISKS STAMPED IRVINGTON 1971.  THE
 OP1002'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP1002'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 71 FEET
 OP1002'WEST-SOUTHWEST OF A POWER POLE, 68 FEET SOUTH OF THE CENTER
 OP1002'OF A GRAVELED ROAD, 34 FEET WEST OF THE CENTER OF A GRAVELED
 OP1002'ROAD AND 1 FOOT EAST OF A WIRE FENCE.  THE UNDERGROUND DISK
 OP1002'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 OP1002'BELOW THE GROUND SURFACE.
 OP1002'
 OP1002'REFERENCE MARK 1, A STANDARD DISK STAMPED IRVINGTON NO 1 1971,
 OP1002'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP1002'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 34 FEET WEST
 OP1002'OF THE CENTER OF THE GRAVELED ROAD.  1 FOOT WEST OF THE
 OP1002'WIRE FENCE.
 OP1002'
 OP1002'REFERENCE MARK 2, A STANDARD DISK STAMPED IRVINGTON NO 2 1971,
 OP1002'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP1002'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 61 FEET WEST
 OP1002'OF A FENCE CORNER, 36 FEET SOUTH OF THE CENTER OF THE GRAVELED
 OP1002'ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.
 OP1002'
 OP1002'THE AZIMUTH MARK, A STANDARD DISK STAMPED IRVINGTON 1971,
 OP1002'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP1002'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 34 FEET NORTH
 OP1002'OF THE CENTER OF A GRAVELED ROAD, 2 FEET SOUTH OF A WIRE
 OP1002'FENCE, 1.3 FEET WEST OF A METAL WITNESS POST AND 1 FOOT
 OP1002'NORTH OF A TELEPHONE POLE.
 OP1002'
 OP1002'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 OP1002'GRAVELED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 OP1002'RIGHT.
 OP1002'
 OP1002'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1153 ***********************************************************************
 MJ1153  DESIGNATION -  IRWIN
 MJ1153  PID         -  MJ1153
 MJ1153  STATE/COUNTY-  IA/SHELBY
 MJ1153  USGS QUAD   -  IRWIN (1978)
 MJ1153
 MJ1153                         *CURRENT SURVEY CONTROL
 MJ1153  ___________________________________________________________________
 MJ1153* NAD 83(1996)-  41 45 40.26777(N)    095 12 17.70804(W)     ADJUSTED  
 MJ1153* NAVD 88     -       442.6    (meters)    1452.     (feet)  VERTCON   
 MJ1153  ___________________________________________________________________
 MJ1153  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 MJ1153  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 MJ1153
 MJ1153  HORZ ORDER  -  FIRST
 MJ1153
 MJ1153.The horizontal coordinates were established by classical geodetic methods
 MJ1153.and adjusted by the National Geodetic Survey in May 1999..
 MJ1153
 MJ1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1153
 MJ1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1153
 MJ1153.The geoid height was determined by GEOID03.
 MJ1153
 MJ1153;                    North         East     Units Scale Factor Converg.
 MJ1153;SPC IA S     -   196,972.509   358,228.875   MT  0.99999614   -1 07 22.9
 MJ1153;SPC IA N     - 1,030,441.723 1,358,219.013   MT  1.00006946   -1 09 19.8
 MJ1153;UTM  15      - 4,625,611.060   316,707.494   MT  1.00001344   -1 28 08.2
 MJ1153
 MJ1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1153!SPC IA S     -   0.99993515  x   0.99999614  =   0.99993129
 MJ1153!SPC IA N     -   0.99993515  x   1.00006946  =   1.00000460
 MJ1153!UTM  15      -   0.99993515  x   1.00001344  =   0.99994859
 MJ1153
 MJ1153:                Primary Azimuth Mark                     Grid Az
 MJ1153:SPC IA S     -  171                                      001 16 50.8
 MJ1153:SPC IA N     -  171                                      001 18 47.7
 MJ1153:UTM  15      -  171                                      001 37 36.1
 MJ1153
 MJ1153|---------------------------------------------------------------------|
 MJ1153| PID    Reference Object                     Distance      Geod. Az  |
 MJ1153|                                                           dddmmss.s |
 MJ1153| MJ1155 171                                 409.527 METERS 0000927.9 |
 MJ1153| CL7171 IRWIN RM 3                           23.294 METERS 12639     |
 MJ1153| CL7169 IRWIN RM 1                           46.700 METERS 18143     |
 MJ1153| MJ1157 IRWIN 2                              23.441 METERS 19031     |
 MJ1153| MJ0282 83 99 RESET                         APPROX. 1.9 KM 1905928.8 |
 MJ1153| CL7172 IRWIN RM 4                           42.765 METERS 20712     |
 MJ1153| MJ1167 HARLAN MUNICIPAL TANK               APPROX.15.8 KM 2213309.5 |
 MJ1153| MJ1171 WESTPHALIA ST BONIFACES CHURCH      APPROX.16.5 KM 2541109.4 |
 MJ1153| CL7168 IRWIN AZ MK                                        2583055.8 |
 MJ1153| CL7170 IRWIN RM 2 AZIMUTH                                 27313     |
 MJ1153| MJ1178 EARLING CATH CH STEEPLE             APPROX.17.7 KM 2751957.0 |
 MJ1153| MJ1179 EARLING MUNICIPAL TANK              APPROX.17.8 KM 2753847.7 |
 MJ1153| MJ1159 MANILLA MUNICIPAL TANK              APPROX.14.5 KM 3521139.2 |
 MJ1153| MJ1156 IRWIN MUNICIPAL TANK                APPROX. 3.8 KM 3595219.3 |
 MJ1153|---------------------------------------------------------------------|
 MJ1153
 MJ1153                          SUPERSEDED SURVEY CONTROL
 MJ1153
 MJ1153  NAD 83(1996)-  41 45 40.26810(N)    095 12 17.71122(W) AD(       ) 1
 MJ1153  NAD 83(1986)-  41 45 40.26825(N)    095 12 17.71196(W) AD(       ) 1
 MJ1153  NAD 27      -  41 45 40.31600(N)    095 12 16.72900(W) AD(       ) 1
 MJ1153  NGVD 29 (07/19/86)  442.5    (m)         1452.     (f) VERT ANG       
 MJ1153
 MJ1153.Superseded values are not recommended for survey control.
 MJ1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1153.See file dsdata.txt to determine how the superseded data were derived.
 MJ1153
 MJ1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1670725611(NAD 83)
 MJ1153_MARKER: DS = TRIANGULATION STATION DISK
 MJ1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1153
 MJ1153  HISTORY     - Date     Condition        Report By
 MJ1153  HISTORY     - 1930     MONUMENTED       CGS
 MJ1153  HISTORY     - 1950     GOOD             CGS
 MJ1153  HISTORY     - 1968     GOOD             CGS
 MJ1153
 MJ1153                          STATION DESCRIPTION
 MJ1153
 MJ1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MJ1153'STATION IS ABOUT 9 MILES NE OF HARLAND AND 2 MILES S OF IRWIN,
 MJ1153'ON LAND OWNED AND OCCUPIED BY FRANK FOGARTY, AND IS 17 FEET W
 MJ1153'AND 153 FEET W OF SE CORNER OF SW 40 OF SW 1/4 OF SEC. 6, T 80
 MJ1153'N, R 37 W.  MARK IS ABOUT 150 FEET DUE W OF THE CENTER OF THE
 MJ1153'WESTERN SIDE OF MR. FOGARTYS HOUSE.  IT IS IN CULTIVATED LAND AND
 MJ1153'IS ABOUT 1-1/2 FEET BELOW THE SURFACE.
 MJ1153'
 MJ1153'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 MJ1153'DISKS SET IN CONCRETE.
 MJ1153'
 MJ1153'REFERENCE MARK NO. 1 IS ON THE SOUTHERN LINE OF SECTION 6, 1/4
 MJ1153'MILE DUE E OF JUNCTION OF THIS LINE WITH THE TOWNSHIP LINE.  THERE
 MJ1153'IS NO ROAD ON THIS SECTION LINE AT PRESENT AND MARK IS SO
 MJ1153'LOCATED THAT IF A ROAD IS CUT THROUGH MARK MAY BE DESTROYED.
 MJ1153'REFERENCE MARK NO. 2 IS ALONG THE EASTERN FENCE LINE OF THE ROAD
 MJ1153'ALONG THE TOWNSHIP LINE AND IS ABOUT 160 FEET N OF JUNCTURE OF
 MJ1153'TOWNSHIP LINE WITH SOUTHERN LINE OF SECTION 6.  MARK IS LOCATED
 MJ1153'IN A DEPRESSION AND IS OF NO USE AS AN AZIMUTH MARK AS IT
 MJ1153'CANNOT BE SEEN UNLESS THE OBSERVER ERECTS THE EQUIVALENT OF A
 MJ1153'45-FOOT SIGNAL AT ONE END OF THE LINE.  HOWEVER, THE LUTHERAN
 MJ1153'CHURCH STEEPLE MAKES AN EXCELLENT AZIMUTH MARK.
 MJ1153'
 MJ1153'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MJ1153
 MJ1153                          STATION RECOVERY (1950)
 MJ1153
 MJ1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1153'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 MJ1153'CONDITION.  REFERENCE MARKS NO. 1 AND 2 AND THE LUTHERAN CHURCH
 MJ1153'STEEPLE, WHICH WAS USED AS AN AZIMUTH, HAVE ALL BEEN DESTROYED.
 MJ1153'REFERENCE MARKS 3 AND 4 AND AN AZIMUTH MARK WERE ESTABLISHED.  A
 MJ1153'COMPLETE NEW DESCRIPTION FOLLOWS.  STATION IS LOCATED ABOUT 9
 MJ1153'MILES NORTHEAST OF HARLAN AND 2 MILES SOUTH OF IRWIN IN THE
 MJ1153'FENCELINE BETWEEN A CURVE OF TREES AND A CULTIVATED FIELD.
 MJ1153'STATION IS 127 FEET NORTH OF GATE POST LEADING TO FIELD.  THE
 MJ1153'MARK IS ABOUT 2 FEET BELOW THE SURFACE AND THE DISK IS
 MJ1153'STAMPED IRWIN 1930.
 MJ1153'
 MJ1153'REFERENCE MARK NO. 3 IS 63 FEET WEST SOUTHWEST OF THE SOUTHWEST
 MJ1153'CORNER OF FARMHOUSE AND 60 FEET EAST OF FENCE.  THE MARK PROJECTS
 MJ1153'ABOUT 3 INCHES AND THE DISK IS STAMPED IRWIN NO 3 1950.
 MJ1153'
 MJ1153'REFERENCE MARK NO. 4 IS 49 FEET WEST OF GATE POST, 25 FEET NORTH
 MJ1153'OF THE APPROXIMATE CENTERLINE OF DIRT ROAD AND 1 FOOT NORTH OF
 MJ1153'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 MJ1153'IRWIN NO 4 1950.
 MJ1153'
 MJ1153'AZIMUTH MARK IS LOCATED IN THE WEST EDGE OF FIELD OCCUPIED BY
 MJ1153'STORAGE BINS, AND IS 71 FEET SOUTH OF FENCE CORNER, 36 FEET EAST
 MJ1153'OF THE APPROXIMATE CENTERLINE OF COUNTY ROUTE M, 2 FEET SOUTH
 MJ1153'OF WITNESS POST AND 0.5 FOOT EAST OF FENCE.  THE MARK PROJECTS
 MJ1153'ABOUT 2 INCHES AND THE DISK IS STAMPED IRWIN 1950.
 MJ1153'
 MJ1153'A TRAVERSE CONNECTION WAS MADE TO NO. 171 (IA. GEOD. S.) AND
 MJ1153'THE DISTANCE IS 409.525 METERS (1343.58 FEET) NORTH OF STATION.
 MJ1153'THE MARK HAS BEEN DESTROYED AS THE FIELD IS TO BE PUT UNDER
 MJ1153'CULTIVATION.
 MJ1153'
 MJ1153'TO REACH FROM THE WEST END OF THE RAILROAD DEPOT IN IRWIN GO
 MJ1153'SOUTH ACROSS RAILROAD TRACKS AND THEN BEAR RIGHT FOR 0.1 MILE
 MJ1153'TO T INTERSECTION.  TURN LEFT AND FOLLOW COUNTY ROUTE M SOUTH
 MJ1153'FOR 2.1 MILES TO CROSSROADS.  AZIMUTH MARK IS IN SOUTHEAST CORNER
 MJ1153'OF CROSSROADS AS DESCRIBED.  TURN LEFT AND GO EAST ON DIRT ROAD
 MJ1153'FOR 0.25 MILE TO WIRE GATE ON LEFT AND STATION AS DESCRIBED.
 MJ1153'
 MJ1153'OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER.
 MJ1153'
 MJ1153'A 100 FOOT SIGNAL AT STATION PATTEN 1930 IS V.G.
 MJ1153
 MJ1153                          STATION RECOVERY (1968)
 MJ1153
 MJ1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MJ1153'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED IN GOOD
 MJ1153'CONDITION.  REFERENCE MARK 4 AND THE AZIMUTH MARK WERE SEARCHED
 MJ1153'FOR BUT ARE BELIEVED TO HAVE BEEN DESTROYED BY ROAD
 MJ1153'CONSTRUCTION.  THE DISTANCE TO REFERENCE MARK 3 COMPARED FAVORABLY
 MJ1153'WITH THE 1950 OBSERVATIONS, THIS MARK IS TO BE DESTROYED AT THE
 MJ1153'REQUEST OF THE PROPERTY OWNER.  DUE TO THE STATION BEING IN THE
 MJ1153'YARD OF MR. HARRY A. WETZEL AND UNDER TREES A NEW STATION MARK WAS
 MJ1153'ESTABLISHED AT THIS TIME AND STAMPED IRWIN 2 1968.
 MJ1153'
 MJ1153'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF HARLAN, 5 MILES
 MJ1153'SOUTHEAST OF DEFIANCE, 2 MILES SOUTH OF IRWIN AND ON PROPERTY
 MJ1153'OWNED BY MR. HARRY A. WETZEL.
 MJ1153'
 MJ1153'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 MJ1153'TRIANGULATION STATION IRWIN 2 1968.
 MJ1153'
 MJ1153'THE STATION MARK IS A STANDARD DISK STAMPED IRWIN 1930, SET IN
 MJ1153'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 18 INCHES BELOW
 MJ1153'THE GROUND SURFACE.  IT IS 118 FEET NORTH OF A POWERLINE POLE, 117
 MJ1153'FEET WEST OF THE NORTHWEST CORNER OF A HOUSE, 14 FEET NORTH OF A
 MJ1153'10 INCH ELM TREE WITH A TRIANGULAR BLAZE AND 10 FEET
 MJ1153'WEST-NORTHWEST OF A 12 INCH ELM TREE WITH A TRIANGULAR BLAZE.
 MJ1153'
 MJ1153'REFERENCE MARK 3 IS A STANDARD DISK STAMPED IRWIN NO 3 1950,
 MJ1153'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MJ1153'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 60.4 FEET SOUTHWEST OF
 MJ1153'THE SOUTHWEST CORNER OF A HOUSE AND 7 FEET EAST-SOUTHEAST OF
 MJ1153'THE CENTER ONE OF THREE CLOTHES LINE POLES.
 MJ1153'
 MJ1153'THE STATION MARK IS A STANDARD DISK STAMPED IRWIN 2 1968, SET
 MJ1153'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MJ1153'DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 MJ1153'140 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 46 FEET
 MJ1153'NORTH OF A POWERLINE POLE, 3 FEET SOUTHEAST OF A METAL WITNESS
 MJ1153'POST WITH SIGN ATTACHED AND 1-1/2 FEET EAST OF A FENCE.
 MJ1153'
 MJ1153'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 MJ1153'SURVEY BENCH MARK DISK STAMPED 83 99 RESET 1941, SET IN THE TOP
 MJ1153'OF A 6 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MJ1153'SURFACE.  IT IS 33 FEET EAST OF THE CENTER OF THE ROAD AND 15
 MJ1153'FEET HIGHER THAN THE ROAD, 2 FEET NORTH OF THE METAL WITNESS
 MJ1153'POST WITH SIGN ATTACHED AND 1 FOOT WEST OF A FENCE.
 MJ1153'
 MJ1153'THE TRAVERSE DISTANCE NOTED ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 MJ1153'
 MJ1153'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MJ1153'2 MILES SOUTH OF IRWIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1157 ***********************************************************************
 MJ1157  DESIGNATION -  IRWIN 2
 MJ1157  PID         -  MJ1157
 MJ1157  STATE/COUNTY-  IA/SHELBY
 MJ1157  USGS QUAD   -  IRWIN (1978)
 MJ1157
 MJ1157                         *CURRENT SURVEY CONTROL
 MJ1157  ___________________________________________________________________
 MJ1157* NAD 83(1996)-  41 45 39.52074(N)    095 12 17.89320(W)     ADJUSTED  
 MJ1157* NAVD 88     -       442.5    (meters)    1452.     (feet)  VERTCON   
 MJ1157  ___________________________________________________________________
 MJ1157  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 MJ1157  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 MJ1157
 MJ1157  HORZ ORDER  -  FIRST
 MJ1157
 MJ1157.The horizontal coordinates were established by classical geodetic methods
 MJ1157.and adjusted by the National Geodetic Survey in May 1999..
 MJ1157
 MJ1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1157
 MJ1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1157
 MJ1157.The geoid height was determined by GEOID03.
 MJ1157
 MJ1157;                    North         East     Units Scale Factor Converg.
 MJ1157;SPC IA S     -   196,949.550   358,224.146   MT  0.99999611   -1 07 23.0
 MJ1157;SPC IA N     - 1,030,418.764 1,358,214.271   MT  1.00006952   -1 09 19.9
 MJ1157;UTM  15      - 4,625,588.129   316,702.628   MT  1.00001346   -1 28 08.3
 MJ1157
 MJ1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1157!SPC IA S     -   0.99993516  x   0.99999611  =   0.99993127
 MJ1157!SPC IA N     -   0.99993516  x   1.00006952  =   1.00000468
 MJ1157!UTM  15      -   0.99993516  x   1.00001346  =   0.99994862
 MJ1157
 MJ1157|---------------------------------------------------------------------|
 MJ1157| PID    Reference Object                     Distance      Geod. Az  |
 MJ1157|                                                           dddmmss.s |
 MJ1157| MJ1153 IRWIN                                23.441 METERS 01031     |
 MJ1157| CL7173 IRWIN 2 RM 5                         32.858 METERS 17123     |
 MJ1157| MJ0282 83 99 RESET                         APPROX. 1.8 KM 1905950.7 |
 MJ1157| CL7174 IRWIN 2 RM 6                         23.013 METERS 23459     |
 MJ1157|---------------------------------------------------------------------|
 MJ1157
 MJ1157                          SUPERSEDED SURVEY CONTROL
 MJ1157
 MJ1157  NAD 83(1996)-  41 45 39.52107(N)    095 12 17.89638(W) AD(       ) 1
 MJ1157  NAD 83(1986)-  41 45 39.52125(N)    095 12 17.89711(W) AD(       ) 1
 MJ1157  NAD 27      -  41 45 39.56898(N)    095 12 16.91417(W) AD(       ) 1
 MJ1157  NGVD 29 (07/19/86)  442.4    (m)         1451.     (f) VERT ANG       
 MJ1157
 MJ1157.Superseded values are not recommended for survey control.
 MJ1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1157.See file dsdata.txt to determine how the superseded data were derived.
 MJ1157
 MJ1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1670325588(NAD 83)
 MJ1157_MARKER: DS = TRIANGULATION STATION DISK
 MJ1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1157_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1157
 MJ1157  HISTORY     - Date     Condition        Report By
 MJ1157  HISTORY     - 1968     MONUMENTED       CGS
 MJ1157
 MJ1157                          STATION DESCRIPTION
 MJ1157
 MJ1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MJ1157'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF HARLAN, 5
 MJ1157'MILES SOUTHEAST OF DEFIANCE, 2 MILES SOUTH OF IRWIN AND ON
 MJ1157'PROPERTY OWNED BY MR. HARRY A. WETZEL.
 MJ1157'
 MJ1157'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND
 MJ1157'STATE HIGHWAY 64 IN HARLAN GO NORTH ON U.S. HIGHWAY 59 FOR 7.85
 MJ1157'MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON THE SURFACED
 MJ1157'ROAD FOR 2.95 MILES TO WHERE THE MAIN ROAD TURNS NORTH.  CONTINUE
 MJ1157'AHEAD EAST AND NORTHERLY ON A SURFACED ROAD FOR 2.45 MILE TO A
 MJ1157'T-INTERSECTION.  TURN RIGHT AND GO SOUTHERLY ON A SURFACED ROAD
 MJ1157'FOR 0.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON
 MJ1157'THE DIRT ROAD, (ROAD BECOMES SURFACED AGAIN) FOR 0.9 MILE TO
 MJ1157'A CROSSROAD AND QUONSET HUTS IN THE SOUTHEAST ANGLE OF THE
 MJ1157'INTERSECTION.  (TO REACH THE AZIMUTH MARK CONTINUE AHEAD
 MJ1157'SOUTH ON THE SURFACED ROAD FOR 1.0 MILES TO A CROSSROAD.
 MJ1157'CONTINUE SOUTH ON THE SURFACED ROAD FOR 0.1 MILE TO A
 MJ1157'HIGH CUTBANK AND THE BENCH MARK (AZIMUTH MARK) ON THE LEFT.)
 MJ1157'TURN LEFT AND GO EAST ON THE SURFACED ROAD FOR 0.2 MILE TO THE
 MJ1157'STATION ON THE LEFT.
 MJ1157'
 MJ1157'THE STATION MARK IS A STANDARD DISK STAMPED IRWIN 2 1968, SET
 MJ1157'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MJ1157'DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 MJ1157'140 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 46 FEET
 MJ1157'NORTH OF A POWERLINE POLE, 3 FEET SOUTHEAST OF A METAL WITNESS
 MJ1157'POST WITH SIGN ATTACHED AND 1-1/2 FEET EAST OF A FENCE.
 MJ1157'
 MJ1157'REFERENCE MARK 5 IS A STANDARD DISK STAMPED IRWIN 2 NO 5 1968,
 MJ1157'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MJ1157'DIAMETER AND FLUSH WITH THE GROUND SURFACE.  IT IS 43 FEET EAST
 MJ1157'OF THE METAL WITNESS POST WITH SIGN ATTACHED, 30 FEET SOUTH OF
 MJ1157'THE CENTER OF THE ROAD AND 2 FEET NORTH OF A FENCE.
 MJ1157'
 MJ1157'REFERENCE MARK 6 IS A STANDARD DISK STAMPED IRWIN 2 NO 6 1968,
 MJ1157'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 MJ1157'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 79 FEET
 MJ1157'EAST OF A POWERLINE POLE, 31 FEET NORTH OF THE CENTER OF THE
 MJ1157'ROAD AND 1 FOOT SOUTH OF A FENCE.
 MJ1157'
 MJ1157'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 MJ1157'SURVEY BENCH MARK DISK STAMPED 83 99 RESET 1941, SET IN THE TOP
 MJ1157'OF A 6 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MJ1157'SURFACE.  IT IS 33 FEET EAST OF THE CENTER OF THE ROAD AND 15
 MJ1157'FEET HIGHER THAN THE ROAD, 2 FEET NORTH OF THE METAL WITNESS
 MJ1157'POST WITH SIGN ATTACHED AND 1 FOOT WEST OF A FENCE.
 MJ1157'
 MJ1157'A TRAVERSE CONNECTION WAS MADE TO IRWIN 1930 AND THE DISTANCE
 MJ1157'AND DIRECTION ARE NOTED ABOVE.  THIS STATION IS NOW IN THE LAWN
 MJ1157'AND UNDER TREES ON THE PROPERTY OF MR. WETZEL.
 MJ1157'
 MJ1157'THE TRAVERSE DISTANCE NOTED ABOVE HAS BEEN REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1158 ***********************************************************************
 MJ1158  DESIGNATION -  IRWIN 2 RM A
 MJ1158  PID         -  MJ1158
 MJ1158  STATE/COUNTY-  IA/SHELBY
 MJ1158  USGS QUAD   -  IRWIN (1978)
 MJ1158
 MJ1158                         *CURRENT SURVEY CONTROL
 MJ1158  ___________________________________________________________________
 MJ1158* NAD 83(1996)-  41 45 38.47331(N)    095 12 18.30902(W)     ADJUSTED  
 MJ1158* NAVD 88     -       441.7    (meters)    1449.     (feet)  VERTCON   
 MJ1158  ___________________________________________________________________
 MJ1158  LAPLACE CORR-           6.83  (seconds)                    DEFLEC99
 MJ1158  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 MJ1158
 MJ1158  HORZ ORDER  -  FIRST
 MJ1158
 MJ1158.The horizontal coordinates were established by classical geodetic methods
 MJ1158.and adjusted by the National Geodetic Survey in May 1999..
 MJ1158
 MJ1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1158
 MJ1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1158
 MJ1158.The geoid height was determined by GEOID03.
 MJ1158
 MJ1158;                    North         East     Units Scale Factor Converg.
 MJ1158;SPC IA S     -   196,917.429   358,213.909   MT  0.99999606   -1 07 23.3
 MJ1158;SPC IA N     - 1,030,386.647 1,358,204.016   MT  1.00006960   -1 09 20.2
 MJ1158;UTM  15      - 4,625,556.070   316,692.197   MT  1.00001350   -1 28 08.5
 MJ1158
 MJ1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1158!SPC IA S     -   0.99993529  x   0.99999606  =   0.99993135
 MJ1158!SPC IA N     -   0.99993529  x   1.00006960  =   1.00000488
 MJ1158!UTM  15      -   0.99993529  x   1.00001350  =   0.99994879
 MJ1158
 MJ1158|---------------------------------------------------------------------|
 MJ1158| PID    Reference Object                     Distance      Geod. Az  |
 MJ1158|                                                           dddmmss.s |
 MJ1158| MJ1157 IRWIN 2                              33.713 METERS 01633     |
 MJ1158| MJ1172 PHALIA                              APPROX.16.8 KM 2521101.5 |
 MJ1158|---------------------------------------------------------------------|
 MJ1158
 MJ1158                          SUPERSEDED SURVEY CONTROL
 MJ1158
 MJ1158  NAD 83(1996)-  41 45 38.47364(N)    095 12 18.31221(W) AD(       ) 1
 MJ1158  NAD 83(1986)-  41 45 38.47380(N)    095 12 18.31295(W) AD(       ) 1
 MJ1158  NAD 27      -  41 45 38.52154(N)    095 12 17.33000(W) AD(       ) 1
 MJ1158  NGVD 29 (07/19/86)  441.6    (m)         1449.     (f) VERT ANG       
 MJ1158
 MJ1158.Superseded values are not recommended for survey control.
 MJ1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1158.See file dsdata.txt to determine how the superseded data were derived.
 MJ1158
 MJ1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1669225556(NAD 83)
 MJ1158_MARKER: DS = TRIANGULATION STATION DISK
 MJ1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1158+STABILITY: SURFACE MOTION
 MJ1158
 MJ1158  HISTORY     - Date     Condition        Report By
 MJ1158  HISTORY     - 1968     MONUMENTED       CGS
 MJ1158
 MJ1158                          STATION DESCRIPTION
 MJ1158
 MJ1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MJ1158'*THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF HARLAN, 5
 MJ1158'MILES SOUTHEAST OF DEFIANCE, 2 MILES SOUTH OF IRWIN AND ON
 MJ1158'PROPERTY OWNED BY MR. HARRY A. WETZEL.
 MJ1158'
 MJ1158'THE STATION IS A STANDARD TRIANGULATION DISK STAMPED IRWIN 2
 MJ1158'RM A 1968, CEMENTED IN A CYLINDRICAL CONCRETE MONUMENT 12 INCHES
 MJ1158'IN DIAMETER, SET FLUSH WITH THE GROUND SURFACE ON ROAD RIGHT OF
 MJ1158'WAY.  IT IS 1.3 FEET NORTH OF WIRE FENCE, 5.3 FEET WEST OF METAL
 MJ1158'WITNESS POST WITH SIGN ATTACHED, 31 FEET SOUTH OF CENTER OF
 MJ1158'PAVED ROAD AND 35 FEET EAST OF A SMALL RURAL TELEPHONE POLE.
 MJ1158'
 MJ1158'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATIN STATION IRWIN
 MJ1158'2 1968.  THE DISTANCE, REDUCED TO SEA LEVEL AND THE DIRECTION ARE
 MJ1158'NOTED BELOW.
 MJ1158'
 MJ1158'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 MJ1158'IRWIN 2 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1156 ***********************************************************************
 MJ1156  DESIGNATION -  IRWIN MUNICIPAL TANK
 MJ1156  PID         -  MJ1156
 MJ1156  STATE/COUNTY-  IA/SHELBY
 MJ1156  USGS QUAD   -  IRWIN (1978)
 MJ1156
 MJ1156                         *CURRENT SURVEY CONTROL
 MJ1156  ___________________________________________________________________
 MJ1156* NAD 83(1996)-  41 47 43.23204(N)    095 12 18.07505(W)     ADJUSTED  
 MJ1156* NAVD 88     -                                                        
 MJ1156  ___________________________________________________________________
 MJ1156  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 MJ1156  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 MJ1156
 MJ1156  HORZ ORDER  -  THIRD
 MJ1156
 MJ1156.The horizontal coordinates were established by classical geodetic methods
 MJ1156.and adjusted by the National Geodetic Survey in May 1999..
 MJ1156
 MJ1156
 MJ1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1156
 MJ1156.The geoid height was determined by GEOID03.
 MJ1156
 MJ1156;                    North         East     Units Scale Factor Converg.
 MJ1156;SPC IA S     -   200,765.698   358,294.758   MT  1.00000215   -1 07 23.2
 MJ1156;SPC IA N     - 1,034,235.123 1,358,287.050   MT  1.00006030   -1 09 20.0
 MJ1156;UTM  15      - 4,629,403.834   316,796.311   MT  1.00001303   -1 28 12.0
 MJ1156
 MJ1156                          SUPERSEDED SURVEY CONTROL
 MJ1156
 MJ1156  NAD 83(1996)-  41 47 43.23250(N)    095 12 18.07796(W) AD(       ) 4
 MJ1156  NAD 83(1986)-  41 47 43.23284(N)    095 12 18.07914(W) AD(       ) 4
 MJ1156  NAD 27      -  41 47 43.27400(N)    095 12 17.09700(W) AD(       ) 3
 MJ1156
 MJ1156.Superseded values are not recommended for survey control.
 MJ1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1156.See file dsdata.txt to determine how the superseded data were derived.
 MJ1156
 MJ1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1679629404(NAD 83)
 MJ1156_MARKER: 53 = ELEVATED TANK
 MJ1156
 MJ1156  HISTORY     - Date     Condition        Report By
 MJ1156  HISTORY     - 1930     FIRST OBSERVED   CGS
 MJ1156  HISTORY     - 1950     GOOD             CGS
 MJ1156
 MJ1156                          STATION DESCRIPTION
 MJ1156
 MJ1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1156'THE STATION IS LOCATED IN THE NORTHERN PART OF THE TOWN OF
 MJ1156'IRWIN, AND IN THE NORTHEAST CORNER OF THE SCHOOL PLAYGROUND.
 MJ1156'IT IS ABOUT 110 FEET HIGH, HAS FOUR LEGS, PAINTED SILVER, AND
 MJ1156'HAS IRWIN STENCILED ON THE SIDE OF THE BOWL.  POINT INTERSECTED
 MJ1156'WAS THE BALL ON TOP OF THE TANK.  THIS INTERSECTION STATION
 MJ1156'WAS ESTABLISHED IN 1930.
 MJ1156'
 MJ1156'TO REACH THE STATION FROM THE POST OFFFICE IN IRWIN, GO NORTH
 MJ1156'FOR 0.15 MILE TO A CROSS-STREET, TURN RIGHT AND GO EAST FOR
 MJ1156'0.05 MILE TO A GRAVEL STREET, TURN LEFT AND GO NORTH FOR 0.3
 MJ1156'MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0417 ***********************************************************************
 NK0417  DESIGNATION -  ISC 147
 NK0417  PID         -  NK0417
 NK0417  STATE/COUNTY-  IA/STORY
 NK0417  USGS QUAD   -  AMES WEST (1975)
 NK0417
 NK0417                         *CURRENT SURVEY CONTROL
 NK0417  ___________________________________________________________________
 NK0417* NAD 83(1986)-  42 01 51.     (N)    093 38 51.     (W)     SCALED    
 NK0417* NAVD 88     -       288.664  (meters)     947.06   (feet)  ADJUSTED  
 NK0417  ___________________________________________________________________
 NK0417  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 NK0417  DYNAMIC HT  -         288.568 (meters)     946.74  (feet)  COMP
 NK0417  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 NK0417
 NK0417  VERT ORDER  -  FIRST     CLASS II
 NK0417
 NK0417.The horizontal coordinates were scaled from a topographic map and have
 NK0417.an estimated accuracy of +/- 6 seconds.
 NK0417
 NK0417.The orthometric height was determined by differential leveling
 NK0417.and adjusted by the National Geodetic Survey in June 1991..
 NK0417
 NK0417.The geoid height was determined by GEOID03.
 NK0417
 NK0417.The dynamic height is computed by dividing the NAVD 88
 NK0417.geopotential number by the normal gravity value computed on the
 NK0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0417.degrees latitude (g = 980.6199 gals.).
 NK0417
 NK0417.The modeled gravity was interpolated from observed gravity values.
 NK0417
 NK0417;                    North         East    Units  Estimated Accuracy
 NK0417;SPC IA N     - 1,058,970.    1,487,790.      MT  (+/- 180 meters Scaled)
 NK0417
 NK0417                          SUPERSEDED SURVEY CONTROL
 NK0417
 NK0417  NGVD 29 (??/??/92)  288.629  (m)          946.94   (f) ADJ UNCH    1 2
 NK0417
 NK0417.Superseded values are not recommended for survey control.
 NK0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0417.See file dsdata.txt to determine how the superseded data were derived.
 NK0417
 NK0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG464534(NAD 83)
 NK0417_MARKER: DD = SURVEY DISK
 NK0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0417_STAMPING: ISC 147
 NK0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0417+STABILITY: SURFACE MOTION
 NK0417
 NK0417  HISTORY     - Date     Condition        Report By
 NK0417  HISTORY     - UNK      MONUMENTED       IOWAGS
 NK0417  HISTORY     - 1934     MARK NOT FOUND   IAGS
 NK0417  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0417
 NK0417                          STATION DESCRIPTION
 NK0417
 NK0417'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1934
 NK0417'AT AMES.
 NK0417'AT AMES, 17 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE ISABEL
 NK0417'BEVIER PRACTICE HOUSE, 9.5 FEET NORTHEAST OF A 12-INCH ELM TREE,
 NK0417'31.6 FEET EAST OF THE EAST EDGE OF A SIDEWALK, AND 38.5 FEET
 NK0417'SOUTH OF THE SOUTH EDGE OF ANOTHER SIDEWALK.  A STATE SURVEY
 NK0417'STANDARD DISK, STAMPED I.S.C. 147 AND SET IN THE TOP OF A
 NK0417'CONCRETE POST.
 NK0417
 NK0417                          STATION RECOVERY (1975)
 NK0417
 NK0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0923 ***********************************************************************
 MG0923  DESIGNATION -  ISHC
 MG0923  PID         -  MG0923
 MG0923  STATE/COUNTY-  IA/WASHINGTON
 MG0923  USGS QUAD   -  AINSWORTH (1970)
 MG0923
 MG0923                         *CURRENT SURVEY CONTROL
 MG0923  ___________________________________________________________________
 MG0923* NAD 83(1986)-  41 19 50.     (N)    091 32 32.     (W)     SCALED    
 MG0923* NAVD 88     -       226.37   (meters)     742.7    (feet)  RESET     
 MG0923  ___________________________________________________________________
 MG0923  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0923
 MG0923  VERT ORDER  -  THIRD
 MG0923
 MG0923.The horizontal coordinates were scaled from a topographic map and have
 MG0923.an estimated accuracy of +/- 6 seconds.
 MG0923
 MG0923.The orthometric height was computed from unverified reset data.
 MG0923
 MG0923.The geoid height was determined by GEOID03.
 MG0923
 MG0923;                    North         East    Units  Estimated Accuracy
 MG0923;SPC IA S     -   149,600.      663,870.      MT  (+/- 180 meters Scaled)
 MG0923
 MG0923                          SUPERSEDED SURVEY CONTROL
 MG0923
 MG0923  NGVD 29 (05/12/04)  226.41   (m)          742.8    (f) RESET       3  
 MG0923
 MG0923.Superseded values are not recommended for survey control.
 MG0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0923.See file dsdata.txt to determine how the superseded data were derived.
 MG0923
 MG0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF219764(NAD 83)
 MG0923_MARKER: DD = SURVEY DISK
 MG0923_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MG0923_SP_SET: CULVERT HEADWALL
 MG0923_STAMPING: ISHC
 MG0923_MARK LOGO: IAHD  
 MG0923_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0923+STABILITY: SURFACE MOTION
 MG0923
 MG0923  HISTORY     - Date     Condition        Report By
 MG0923  HISTORY     - 1992     MONUMENTED       LOCENG
 MG0923
 MG0923                          STATION DESCRIPTION
 MG0923
 MG0923'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 MG0923'IN HASKINS, 784 FEET (239.0 M) NORTH OF INTERSECTION OF HIGHWAY IA 923
 MG0923'(FORMERLY US HIGHWAY 218) AND MATHER STREET, ON IA 923, APPROXIMATELY
 MG0923'70 FEET (21.3 M) NORTH OF ABANDONED RAILROAD, AT A 3 FOOT (0.9 M) BY
 MG0923'3 FOOT (0.9 M) CONCRETE BOX CULVERT UNDER THE RELOCATED HIGHWAY, AND
 MG0923'IN THE TOP OF THE WEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0123 ***********************************************************************
 OP0123  DESIGNATION -  J 1
 OP0123  PID         -  OP0123
 OP0123  STATE/COUNTY-  IA/KOSSUTH
 OP0123  USGS QUAD   -  BANCROFT (1972)
 OP0123
 OP0123                         *CURRENT SURVEY CONTROL
 OP0123  ___________________________________________________________________
 OP0123* NAD 83(1986)-  43 15 18.     (N)    094 13 16.     (W)     SCALED    
 OP0123* NAVD 88     -       348.678  (meters)    1143.95   (feet)  ADJUSTED  
 OP0123  ___________________________________________________________________
 OP0123  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 OP0123  DYNAMIC HT  -         348.587 (meters)    1143.66  (feet)  COMP
 OP0123  MODELED GRAV-     980,350.5   (mgal)                       NAVD 88
 OP0123
 OP0123  VERT ORDER  -  FIRST     CLASS II
 OP0123
 OP0123.The horizontal coordinates were scaled from a topographic map and have
 OP0123.an estimated accuracy of +/- 6 seconds.
 OP0123
 OP0123.The orthometric height was determined by differential leveling
 OP0123.and adjusted by the National Geodetic Survey in June 1991..
 OP0123
 OP0123.The geoid height was determined by GEOID03.
 OP0123
 OP0123.The dynamic height is computed by dividing the NAVD 88
 OP0123.geopotential number by the normal gravity value computed on the
 OP0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0123.degrees latitude (g = 980.6199 gals.).
 OP0123
 OP0123.The modeled gravity was interpolated from observed gravity values.
 OP0123
 OP0123;                    North         East    Units  Estimated Accuracy
 OP0123;SPC IA N     - 1,195,200.    1,441,440.      MT  (+/- 180 meters Scaled)
 OP0123
 OP0123                          SUPERSEDED SURVEY CONTROL
 OP0123
 OP0123  NGVD 29 (??/??/92)  348.626  (m)         1143.78   (f) ADJ UNCH    1 2
 OP0123
 OP0123.Superseded values are not recommended for survey control.
 OP0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0123.See file dsdata.txt to determine how the superseded data were derived.
 OP0123
 OP0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH008898(NAD 83)
 OP0123_MARKER: DB = BENCH MARK DISK
 OP0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0123_STAMPING: 1143.784 J 1 1930
 OP0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0123+STABILITY: SURFACE MOTION
 OP0123
 OP0123  HISTORY     - Date     Condition        Report By
 OP0123  HISTORY     - 1930     MONUMENTED       CGS
 OP0123  HISTORY     - 1934     GOOD             NGS
 OP0123
 OP0123                          STATION DESCRIPTION
 OP0123
 OP0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0123'2.5 MI S FROM BANCROFT.
 OP0123'2.5 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OP0123'BANCROFT, KOSSUTH COUNTY, 50 FEET NORTH OF A CROSS ROAD ON THE SOUTH
 OP0123'LINE OF SECTION 36, T 98 N., R. 29 W., 48 FEET WEST OF THE CENTERLINE
 OP0123'OF THE TRACK, AND AT A FENCE LINE.  A STANDARD DISK, STAMPED 1143.784
 OP0123'J 1 1930 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BENCH MARK WAS
 OP0123'BURIED ABOUT SIX INCHES UNDER SOIL BLOWN IN BEHIND THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0167 ***********************************************************************
 NL0167  DESIGNATION -  J 101
 NL0167  PID         -  NL0167
 NL0167  STATE/COUNTY-  IA/CALHOUN
 NL0167  USGS QUAD   -  LOHRVILLE (1980)
 NL0167
 NL0167                         *CURRENT SURVEY CONTROL
 NL0167  ___________________________________________________________________
 NL0167* NAD 83(1986)-  42 21 14.     (N)    094 36 01.     (W)     SCALED    
 NL0167* NAVD 88     -       365.617  (meters)    1199.53   (feet)  ADJUSTED  
 NL0167  ___________________________________________________________________
 NL0167  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 NL0167  DYNAMIC HT  -         365.479 (meters)    1199.08  (feet)  COMP
 NL0167  MODELED GRAV-     980,234.2   (mgal)                       NAVD 88
 NL0167
 NL0167  VERT ORDER  -  SECOND    CLASS 0
 NL0167
 NL0167.The horizontal coordinates were scaled from a topographic map and have
 NL0167.an estimated accuracy of +/- 6 seconds.
 NL0167
 NL0167.The orthometric height was determined by differential leveling
 NL0167.and adjusted by the National Geodetic Survey in June 1991..
 NL0167
 NL0167.The geoid height was determined by GEOID03.
 NL0167
 NL0167.The dynamic height is computed by dividing the NAVD 88
 NL0167.geopotential number by the normal gravity value computed on the
 NL0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0167.degrees latitude (g = 980.6199 gals.).
 NL0167
 NL0167.The modeled gravity was interpolated from observed gravity values.
 NL0167
 NL0167;                    North         East    Units  Estimated Accuracy
 NL0167;SPC IA N     - 1,095,440.    1,409,350.      MT  (+/- 180 meters Scaled)
 NL0167
 NL0167                          SUPERSEDED SURVEY CONTROL
 NL0167
 NL0167  NGVD 29 (??/??/92)  365.537  (m)         1199.27   (f) ADJ UNCH    2 0
 NL0167
 NL0167.Superseded values are not recommended for survey control.
 NL0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0167.See file dsdata.txt to determine how the superseded data were derived.
 NL0167
 NL0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG682903(NAD 83)
 NL0167_MARKER: DB = BENCH MARK DISK
 NL0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0167_STAMPING: J 101 1935
 NL0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0167+STABILITY: SURFACE MOTION
 NL0167
 NL0167  HISTORY     - Date     Condition        Report By
 NL0167  HISTORY     - 1935     MONUMENTED       CGS
 NL0167
 NL0167                          STATION DESCRIPTION
 NL0167
 NL0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0167'3.1 MI SE FROM ROCKWELL CITY.
 NL0167'3.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0167'PACIFIC RAILROAD FROM THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD
 NL0167'AT ROCKWELL CITY, CALHOUN COUNTY, AT A ROAD CROSSING, 45 FEET EAST
 NL0167'OF CENTERLINE OF THE TRACK, 36 FEET SOUTH OF THE CENTERLINE OF THE
 NL0167'ROAD, 4 FEET SOUTH OF A FENCE CORNER, 1 FOOT SOUTHWEST OF THE FENCE
 NL0167'LINE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED J 101 1935
 NL0167'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0036 ***********************************************************************
 MJ0036  DESIGNATION -  J 102
 MJ0036  PID         -  MJ0036
 MJ0036  STATE/COUNTY-  IA/GREENE
 MJ0036  USGS QUAD   -  YALE (1982)
 MJ0036
 MJ0036                         *CURRENT SURVEY CONTROL
 MJ0036  ___________________________________________________________________
 MJ0036* NAD 83(1986)-  41 51 46.     (N)    094 21 08.     (W)     SCALED    
 MJ0036* NAVD 88     -       321.443  (meters)    1054.60   (feet)  ADJUSTED  
 MJ0036  ___________________________________________________________________
 MJ0036  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 MJ0036  DYNAMIC HT  -         321.341 (meters)    1054.27  (feet)  COMP
 MJ0036  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 MJ0036
 MJ0036  VERT ORDER  -  SECOND    CLASS 0
 MJ0036
 MJ0036.The horizontal coordinates were scaled from a topographic map and have
 MJ0036.an estimated accuracy of +/- 6 seconds.
 MJ0036
 MJ0036.The orthometric height was determined by differential leveling
 MJ0036.and adjusted by the National Geodetic Survey in June 1991..
 MJ0036
 MJ0036.The geoid height was determined by GEOID03.
 MJ0036
 MJ0036.The dynamic height is computed by dividing the NAVD 88
 MJ0036.geopotential number by the normal gravity value computed on the
 MJ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0036.degrees latitude (g = 980.6199 gals.).
 MJ0036
 MJ0036.The modeled gravity was interpolated from observed gravity values.
 MJ0036
 MJ0036;                    North         East    Units  Estimated Accuracy
 MJ0036;SPC IA N     - 1,040,650.    1,429,240.      MT  (+/- 180 meters Scaled)
 MJ0036
 MJ0036                          SUPERSEDED SURVEY CONTROL
 MJ0036
 MJ0036  NGVD 29 (??/??/92)  321.406  (m)         1054.48   (f) ADJ UNCH    2 0
 MJ0036
 MJ0036.Superseded values are not recommended for survey control.
 MJ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0036.See file dsdata.txt to determine how the superseded data were derived.
 MJ0036
 MJ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG877354(NAD 83)
 MJ0036_MARKER: DB = BENCH MARK DISK
 MJ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0036_STAMPING: J 102 1935
 MJ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0036+STABILITY: SURFACE MOTION
 MJ0036
 MJ0036  HISTORY     - Date     Condition        Report By
 MJ0036  HISTORY     - 1935     MONUMENTED       CGS
 MJ0036
 MJ0036                          STATION DESCRIPTION
 MJ0036
 MJ0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0036'1.2 MI N FROM HERNDON.
 MJ0036'IN GREENE COUNTY, 1.2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE,
 MJ0036'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT HERNDON, GUTHRIE
 MJ0036'COUNTY, AT THE GREENE-GUTHRIE COUNTY LINE, JUST NORTH OF THE
 MJ0036'STATION-ONE-MILE SIGN, AT A ROAD CROSSING, 48 FEET EAST OF THE
 MJ0036'CENTERLINE OF THE TRACK, 25 FEET NORTH OF THE CENTERLINE OF THE
 MJ0036'ROAD, 2 FEET WEST OF A FENCE CORNER, AND ABOUT 2 FEET HIGHER THAN
 MJ0036'THE TRACK.  A STANDARD DISK, STAMPED J 102 1935 AND SET IN THE
 MJ0036'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0048 ***********************************************************************
 LF0048  DESIGNATION -  J 105
 LF0048  PID         -  LF0048
 LF0048  STATE/COUNTY-  IA/RINGGOLD
 LF0048  USGS QUAD   -  BENTON (1981)
 LF0048
 LF0048                         *CURRENT SURVEY CONTROL
 LF0048  ___________________________________________________________________
 LF0048* NAD 83(1986)-  40 39 49.     (N)    094 20 30.     (W)     SCALED    
 LF0048* NAVD 88     -       347.539  (meters)    1140.22   (feet)  ADJUSTED  
 LF0048  ___________________________________________________________________
 LF0048  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 LF0048  DYNAMIC HT  -         347.360 (meters)    1139.63  (feet)  COMP
 LF0048  MODELED GRAV-     980,101.2   (mgal)                       NAVD 88
 LF0048
 LF0048  VERT ORDER  -  SECOND    CLASS 0
 LF0048
 LF0048.The horizontal coordinates were scaled from a topographic map and have
 LF0048.an estimated accuracy of +/- 6 seconds.
 LF0048
 LF0048.The orthometric height was determined by differential leveling
 LF0048.and adjusted by the National Geodetic Survey in June 1991..
 LF0048
 LF0048.The geoid height was determined by GEOID03.
 LF0048
 LF0048.The dynamic height is computed by dividing the NAVD 88
 LF0048.geopotential number by the normal gravity value computed on the
 LF0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0048.degrees latitude (g = 980.6199 gals.).
 LF0048
 LF0048.The modeled gravity was interpolated from observed gravity values.
 LF0048
 LF0048;                    North         East    Units  Estimated Accuracy
 LF0048;SPC IA S     -    74,040.      428,830.      MT  (+/- 180 meters Scaled)
 LF0048
 LF0048                          SUPERSEDED SURVEY CONTROL
 LF0048
 LF0048  NGVD 29 (??/??/92)  347.440  (m)         1139.89   (f) ADJ UNCH    2 0
 LF0048
 LF0048.Superseded values are not recommended for survey control.
 LF0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0048.See file dsdata.txt to determine how the superseded data were derived.
 LF0048
 LF0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF865022(NAD 83)
 LF0048_MARKER: DB = BENCH MARK DISK
 LF0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0048_STAMPING: J 105 1935
 LF0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0048+STABILITY: SURFACE MOTION
 LF0048
 LF0048  HISTORY     - Date     Condition        Report By
 LF0048  HISTORY     - 1935     MONUMENTED       CGS
 LF0048  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0048
 LF0048                          STATION DESCRIPTION
 LF0048
 LF0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0048'AT DELPHOS.
 LF0048'AT DELPHOS, RINGGOLD COUNTY, ON THE CHICAGO, BURLINGTON AND
 LF0048'QUINCY RAILROAD, 5 POLES NORTHEAST OF THE STATION, 3 POLES
 LF0048'NORTHEAST OF MILEPOST 318 AT A PRIVATE-ROAD CROSSING, 72 FEET
 LF0048'SOUTHWEST OF THE CENTERLINE OF THE PRIVATE ROAD, 27 FEET SOUTHEAST
 LF0048'OF THE CENTERLINE OF THE TRACK, 6 FEET SOUTH OF A POLE, AND LEVEL
 LF0048'WITH THE TRACK.  A STANDARD DISK, STAMPED J 105 1935 AND SET
 LF0048'IN THE TOP OF A CONCRETE POST.
 LF0048
 LF0048                          STATION RECOVERY (1977)
 LF0048
 LF0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0165 ***********************************************************************
 LF0165  DESIGNATION -  J 106
 LF0165  PID         -  LF0165
 LF0165  STATE/COUNTY-  IA/TAYLOR
 LF0165  USGS QUAD   -  MERLE JUNCTION (1980)
 LF0165
 LF0165                         *CURRENT SURVEY CONTROL
 LF0165  ___________________________________________________________________
 LF0165* NAD 83(1986)-  40 47 35.     (N)    094 32 54.     (W)     SCALED    
 LF0165* NAVD 88     -       360.155  (meters)    1181.61   (feet)  ADJUSTED  
 LF0165  ___________________________________________________________________
 LF0165  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 LF0165  DYNAMIC HT  -         359.972 (meters)    1181.01  (feet)  COMP
 LF0165  MODELED GRAV-     980,105.9   (mgal)                       NAVD 88
 LF0165
 LF0165  VERT ORDER  -  SECOND    CLASS 0
 LF0165
 LF0165.The horizontal coordinates were scaled from a topographic map and have
 LF0165.an estimated accuracy of +/- 6 seconds.
 LF0165
 LF0165.The orthometric height was determined by differential leveling
 LF0165.and adjusted by the National Geodetic Survey in June 1991..
 LF0165
 LF0165.The geoid height was determined by GEOID03.
 LF0165
 LF0165.The dynamic height is computed by dividing the NAVD 88
 LF0165.geopotential number by the normal gravity value computed on the
 LF0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0165.degrees latitude (g = 980.6199 gals.).
 LF0165
 LF0165.The modeled gravity was interpolated from observed gravity values.
 LF0165
 LF0165;                    North         East    Units  Estimated Accuracy
 LF0165;SPC IA S     -    88,600.      411,530.      MT  (+/- 180 meters Scaled)
 LF0165
 LF0165                          SUPERSEDED SURVEY CONTROL
 LF0165
 LF0165  NGVD 29 (??/??/92)  360.034  (m)         1181.21   (f) ADJ UNCH    2 0
 LF0165
 LF0165.Superseded values are not recommended for survey control.
 LF0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0165.See file dsdata.txt to determine how the superseded data were derived.
 LF0165
 LF0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF693169(NAD 83)
 LF0165_MARKER: DB = BENCH MARK DISK
 LF0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0165_STAMPING: J 106 1935
 LF0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0165+STABILITY: SURFACE MOTION
 LF0165
 LF0165  HISTORY     - Date     Condition        Report By
 LF0165  HISTORY     - 1935     MONUMENTED       CGS
 LF0165  HISTORY     - 1941     MARK NOT FOUND   NGS
 LF0165  HISTORY     - 1979     MARK NOT FOUND   NGS
 LF0165
 LF0165                          STATION DESCRIPTION
 LF0165
 LF0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0165'3.8 MI W FROM CLEARFIELD.
 LF0165'3.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0165'FROM THE STATION AT CLEARFIELD, TAYLOR COUNTY, AT POLE 193+20,
 LF0165'AT A ROAD CROSSING, 54 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LF0165'42 FEET NORTH OF THE CENTERLINE OF THE TRACK, 3 FEET SOUTH OF
 LF0165'THE RIGHT OF WAY FENCE, AND 5 FEET LOWER THAN THE TRACK.  A
 LF0165'STANDARD DISK, STAMPED J 106 1935 AND SET IN THE TOP OF A
 LF0165'CONCRETE POST.  NOTE-- DIRT HAS BEEN USED TO FILL IN THE ROAD.
 LF0165'THIS BENCH MARK MIGHT BE ON THE S. SIDE OF THE TRACKS, OR THE
 LF0165'LOCATION MIGHT BE WRONG.  NO TRACE OF THE POST WAS FOUND.
 LF0165
 LF0165                          STATION RECOVERY (1979)
 LF0165
 LF0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LF0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0223 ***********************************************************************
 LF0223  DESIGNATION -  J 107
 LF0223  PID         -  LF0223
 LF0223  STATE/COUNTY-  IA/PAGE
 LF0223  USGS QUAD   -  SHENANDOAH EAST (1978)
 LF0223
 LF0223                         *CURRENT SURVEY CONTROL
 LF0223  ___________________________________________________________________
 LF0223* NAD 83(1986)-  40 45 18.     (N)    095 17 37.     (W)     SCALED    
 LF0223* NAVD 88     -       342.870  (meters)    1124.90   (feet)  ADJUSTED  
 LF0223  ___________________________________________________________________
 LF0223  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LF0223  DYNAMIC HT  -         342.686 (meters)    1124.30  (feet)  COMP
 LF0223  MODELED GRAV-     980,080.5   (mgal)                       NAVD 88
 LF0223
 LF0223  VERT ORDER  -  SECOND    CLASS 0
 LF0223
 LF0223.The horizontal coordinates were scaled from a topographic map and have
 LF0223.an estimated accuracy of +/- 6 seconds.
 LF0223
 LF0223.The orthometric height was determined by differential leveling
 LF0223.and adjusted by the National Geodetic Survey in June 1991..
 LF0223
 LF0223.The geoid height was determined by GEOID03.
 LF0223
 LF0223.The dynamic height is computed by dividing the NAVD 88
 LF0223.geopotential number by the normal gravity value computed on the
 LF0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0223.degrees latitude (g = 980.6199 gals.).
 LF0223
 LF0223.The modeled gravity was interpolated from observed gravity values.
 LF0223
 LF0223;                    North         East    Units  Estimated Accuracy
 LF0223;SPC IA S     -    85,400.      348,550.      MT  (+/- 180 meters Scaled)
 LF0223
 LF0223                          SUPERSEDED SURVEY CONTROL
 LF0223
 LF0223  NGVD 29 (??/??/92)  342.738  (m)         1124.47   (f) ADJ UNCH    2 0
 LF0223
 LF0223.Superseded values are not recommended for survey control.
 LF0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0223.See file dsdata.txt to determine how the superseded data were derived.
 LF0223
 LF0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF063140(NAD 83)
 LF0223_MARKER: DB = BENCH MARK DISK
 LF0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0223_STAMPING: J 107 1935
 LF0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0223+STABILITY: SURFACE MOTION
 LF0223
 LF0223  HISTORY     - Date     Condition        Report By
 LF0223  HISTORY     - 1935     MONUMENTED       CGS
 LF0223  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0223
 LF0223                          STATION DESCRIPTION
 LF0223
 LF0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0223'2.9 MI NW FROM NORWICH.
 LF0223'2.9 MILES NORTHWEST ALONG THE ABANDONED CHICAGO, BURLINGTON AND
 LF0223'QUINCY RAILROAD FROM THE STATION AT NORWICH, PAGE COUNTY, AT POLE
 LF0223'240+08, AT A ROAD CROSSING, 144 FEET NORTHWEST OF THE CENTERLINE
 LF0223'OF THE ROAD, 21 FEET SOUTHWEST OF THE CENTERLINE OF THE OLD ROADBED,
 LF0223'27 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT LOWER THAN
 LF0223'THE OLD ROADBED.  A STANDARD DISK, STAMPED J 107 1935 AND SET IN
 LF0223'THE TOP OF A CONCRETE POST.
 LF0223
 LF0223                          STATION RECOVERY (1976)
 LF0223
 LF0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0249 ***********************************************************************
 LF0249  DESIGNATION -  J 108
 LF0249  PID         -  LF0249
 LF0249  STATE/COUNTY-  IA/MONTGOMERY
 LF0249  USGS QUAD   -  STANTON (1978)
 LF0249
 LF0249                         *CURRENT SURVEY CONTROL
 LF0249  ___________________________________________________________________
 LF0249* NAD 83(1986)-  40 58 51.     (N)    095 07 07.     (W)     SCALED    
 LF0249* NAVD 88     -       363.231  (meters)    1191.70   (feet)  ADJUSTED  
 LF0249  ___________________________________________________________________
 LF0249  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LF0249  DYNAMIC HT  -         363.042 (meters)    1191.08  (feet)  COMP
 LF0249  MODELED GRAV-     980,093.8   (mgal)                       NAVD 88
 LF0249
 LF0249  VERT ORDER  -  SECOND    CLASS 0
 LF0249
 LF0249.The horizontal coordinates were scaled from a topographic map and have
 LF0249.an estimated accuracy of +/- 6 seconds.
 LF0249
 LF0249.The orthometric height was determined by differential leveling
 LF0249.and adjusted by the National Geodetic Survey in June 1991..
 LF0249
 LF0249.The geoid height was determined by GEOID03.
 LF0249
 LF0249.The dynamic height is computed by dividing the NAVD 88
 LF0249.geopotential number by the normal gravity value computed on the
 LF0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0249.degrees latitude (g = 980.6199 gals.).
 LF0249
 LF0249.The modeled gravity was interpolated from observed gravity values.
 LF0249
 LF0249;                    North         East    Units  Estimated Accuracy
 LF0249;SPC IA S     -   110,190.      363,790.      MT  (+/- 180 meters Scaled)
 LF0249
 LF0249                          SUPERSEDED SURVEY CONTROL
 LF0249
 LF0249  NGVD 29 (??/??/92)  363.120  (m)         1191.34   (f) ADJ UNCH    2 0
 LF0249
 LF0249.Superseded values are not recommended for survey control.
 LF0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0249.See file dsdata.txt to determine how the superseded data were derived.
 LF0249
 LF0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF217387(NAD 83)
 LF0249_MARKER: DB = BENCH MARK DISK
 LF0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0249_SP_SET: PIER
 LF0249_STAMPING: J 108 1935
 LF0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0249
 LF0249  HISTORY     - Date     Condition        Report By
 LF0249  HISTORY     - 1935     MONUMENTED       CGS
 LF0249
 LF0249                          STATION DESCRIPTION
 LF0249
 LF0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0249'0.8 MI W FROM STANTON.
 LF0249'0.8 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0249'FROM THE STATION AT STANTON, MONTGOMERY COUNTY, AT UNDERPASS
 LF0249'436.11, AT THE NORTHEAST CORNER OF THE EAST CONCRETE ABUTMENT,
 LF0249'IN THE CENTER OF THE TOP OF THE SECOND PIER, 9 FEET NORTH OF
 LF0249'THE CENTERLINE OF THE NORTH TRACK, AND 1-1/2 FEET LOWER THAN
 LF0249'THE TRACK.  A STANDARD DISK, STAMPED J 108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0114 ***********************************************************************
 MJ0114  DESIGNATION -  J 109
 MJ0114  PID         -  MJ0114
 MJ0114  STATE/COUNTY-  IA/UNION
 MJ0114  USGS QUAD   -  CRESTON WEST (1981)
 MJ0114
 MJ0114                         *CURRENT SURVEY CONTROL
 MJ0114  ___________________________________________________________________
 MJ0114* NAD 83(1986)-  41 02 44.     (N)    094 27 42.     (W)     SCALED    
 MJ0114* NAVD 88     -       383.087  (meters)    1256.84   (feet)  ADJUSTED  
 MJ0114  ___________________________________________________________________
 MJ0114  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 MJ0114  DYNAMIC HT  -         382.894 (meters)    1256.21  (feet)  COMP
 MJ0114  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 MJ0114
 MJ0114  VERT ORDER  -  SECOND    CLASS 0
 MJ0114
 MJ0114.The horizontal coordinates were scaled from a topographic map and have
 MJ0114.an estimated accuracy of +/- 6 seconds.
 MJ0114
 MJ0114.The orthometric height was determined by differential leveling
 MJ0114.and adjusted by the National Geodetic Survey in June 1991..
 MJ0114
 MJ0114.The geoid height was determined by GEOID03.
 MJ0114
 MJ0114.The dynamic height is computed by dividing the NAVD 88
 MJ0114.geopotential number by the normal gravity value computed on the
 MJ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0114.degrees latitude (g = 980.6199 gals.).
 MJ0114
 MJ0114.The modeled gravity was interpolated from observed gravity values.
 MJ0114
 MJ0114;                    North         East    Units  Estimated Accuracy
 MJ0114;SPC IA S     -   116,550.      419,150.      MT  (+/- 180 meters Scaled)
 MJ0114
 MJ0114                          SUPERSEDED SURVEY CONTROL
 MJ0114
 MJ0114  NGVD 29 (??/??/92)  382.958  (m)         1256.42   (f) ADJ UNCH    2 0
 MJ0114
 MJ0114.Superseded values are not recommended for survey control.
 MJ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0114.See file dsdata.txt to determine how the superseded data were derived.
 MJ0114
 MJ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF771448(NAD 83)
 MJ0114_MARKER: DB = BENCH MARK DISK
 MJ0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0114_SP_SET: BRIDGE
 MJ0114_STAMPING: J 109 1935
 MJ0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0114
 MJ0114  HISTORY     - Date     Condition        Report By
 MJ0114  HISTORY     - 1935     MONUMENTED       CGS
 MJ0114  HISTORY     - 1983     GOOD             LOCENG
 MJ0114
 MJ0114                          STATION DESCRIPTION
 MJ0114
 MJ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0114'AT CROMWELL.
 MJ0114'AT CROMWELL, UNION COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MJ0114'RAILROAD, 0.2 MILE EAST OF THE STATION, AT BRIDGE 398.51,
 MJ0114'IN THE CENTER OF THE TOP OF THE EAST CONCRETE ABUTMENT, 7 FEET
 MJ0114'SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND 6 INCHES LOWER
 MJ0114'THAN THE TRACK.  A STANDARD DISK STAMPED J 109 1935.
 MJ0114
 MJ0114                          STATION RECOVERY (1983)
 MJ0114
 MJ0114'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 MJ0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0117 ***********************************************************************
 NK0117  DESIGNATION -  J 11
 NK0117  PID         -  NK0117
 NK0117  STATE/COUNTY-  IA/BLACK HAWK
 NK0117  USGS QUAD   -  REINBECK (1971)
 NK0117
 NK0117                         *CURRENT SURVEY CONTROL
 NK0117  ___________________________________________________________________
 NK0117* NAD 83(1986)-  42 22 10.     (N)    092 31 50.     (W)     SCALED    
 NK0117* NAVD 88     -       274.099  (meters)     899.27   (feet)  ADJUSTED  
 NK0117  ___________________________________________________________________
 NK0117  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 NK0117  DYNAMIC HT  -         274.004 (meters)     898.96  (feet)  COMP
 NK0117  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 NK0117
 NK0117  VERT ORDER  -  FIRST     CLASS II
 NK0117
 NK0117.The horizontal coordinates were scaled from a topographic map and have
 NK0117.an estimated accuracy of +/- 6 seconds.
 NK0117
 NK0117.The orthometric height was determined by differential leveling
 NK0117.and adjusted by the National Geodetic Survey in June 1991..
 NK0117
 NK0117.The geoid height was determined by GEOID03.
 NK0117
 NK0117.The dynamic height is computed by dividing the NAVD 88
 NK0117.geopotential number by the normal gravity value computed on the
 NK0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0117.degrees latitude (g = 980.6199 gals.).
 NK0117
 NK0117.The modeled gravity was interpolated from observed gravity values.
 NK0117
 NK0117;                    North         East    Units  Estimated Accuracy
 NK0117;SPC IA N     - 1,097,030.    1,579,850.      MT  (+/- 180 meters Scaled)
 NK0117
 NK0117                          SUPERSEDED SURVEY CONTROL
 NK0117
 NK0117  NGVD 29 (??/??/92)  274.096  (m)          899.26   (f) ADJ UNCH    1 2
 NK0117
 NK0117.Superseded values are not recommended for survey control.
 NK0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0117.See file dsdata.txt to determine how the superseded data were derived.
 NK0117
 NK0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG386909(NAD 83)
 NK0117_MARKER: DB = BENCH MARK DISK
 NK0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0117_STAMPING: J 11 1933
 NK0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0117+STABILITY: SURFACE MOTION
 NK0117
 NK0117  HISTORY     - Date     Condition        Report By
 NK0117  HISTORY     - 1933     MONUMENTED       CGS
 NK0117  HISTORY     - 1934     GOOD             NGS
 NK0117
 NK0117                          STATION DESCRIPTION
 NK0117
 NK0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0117'0.2 MI N FROM HICKS.
 NK0117'1/4 MILE NORTH ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0117'ITS INTERSECTION WITH THE CHICAGO AND NORTH WESTERN RAILWAY AT
 NK0117'HICKS, BLACK HAWK COUNTY, 9 FEET SOUTH OF POLE 285+27, 60 FEET
 NK0117'EAST OF A SIGNAL TOWER, 49 FEET NORTH OF THE CENTER OF A ROAD
 NK0117'CROSSING, 44 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK,
 NK0117'AND 4.5 FEET WEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 NK0117'J 11 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0271 ***********************************************************************
 MH0271  DESIGNATION -  J 110
 MH0271  PID         -  MH0271
 MH0271  STATE/COUNTY-  IA/CLARKE
 MH0271  USGS QUAD   -  OSCEOLA (1983)
 MH0271
 MH0271                         *CURRENT SURVEY CONTROL
 MH0271  ___________________________________________________________________
 MH0271* NAD 83(1986)-  41 02 18.     (N)    093 45 57.     (W)     SCALED    
 MH0271* NAVD 88     -       347.200  (meters)    1139.11   (feet)  ADJUSTED  
 MH0271  ___________________________________________________________________
 MH0271  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 MH0271  DYNAMIC HT  -         347.037 (meters)    1138.57  (feet)  COMP
 MH0271  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 MH0271
 MH0271  VERT ORDER  -  SECOND    CLASS 0
 MH0271
 MH0271.The horizontal coordinates were scaled from a topographic map and have
 MH0271.an estimated accuracy of +/- 6 seconds.
 MH0271
 MH0271.The orthometric height was determined by differential leveling
 MH0271.and adjusted by the National Geodetic Survey in June 1991..
 MH0271
 MH0271.The geoid height was determined by GEOID03.
 MH0271
 MH0271.The dynamic height is computed by dividing the NAVD 88
 MH0271.geopotential number by the normal gravity value computed on the
 MH0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0271.degrees latitude (g = 980.6199 gals.).
 MH0271
 MH0271.The modeled gravity was interpolated from observed gravity values.
 MH0271
 MH0271;                    North         East    Units  Estimated Accuracy
 MH0271;SPC IA S     -   115,340.      477,650.      MT  (+/- 180 meters Scaled)
 MH0271
 MH0271                          SUPERSEDED SURVEY CONTROL
 MH0271
 MH0271  NGVD 29 (??/??/92)  347.11   (m)         1138.8    (f) COMPUTED    2 0
 MH0271
 MH0271.Superseded values are not recommended for survey control.
 MH0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0271.See file dsdata.txt to determine how the superseded data were derived.
 MH0271
 MH0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF356432(NAD 83)
 MH0271_MARKER: DD = SURVEY DISK
 MH0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0271_STAMPING: J 110 1935 20-14
 MH0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0271+STABILITY: SURFACE MOTION
 MH0271
 MH0271  HISTORY     - Date     Condition        Report By
 MH0271  HISTORY     - 1935     MONUMENTED       IAGS
 MH0271  HISTORY     - 1950     MARK NOT FOUND   NGS
 MH0271  HISTORY     - 1980     MARK NOT FOUND   USGS
 MH0271
 MH0271                          STATION DESCRIPTION
 MH0271
 MH0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0271'AT OSCEOLA.
 MH0271'AT OSCELOA, CLARKE COUNTY, ON U.S. HIGHWAY 69, AT A STREET
 MH0271'CROSSING, AT THE PUBLIC SCHOOL, 60 FEET NORTH AND 70 FEET EAST
 MH0271'OF THE NORTHEAST CORNER OF THE BUILDING, 18 FEET WEST OF THE
 MH0271'CENTERLINE OF THE HIGHWAY, 9 FEET EAST OF THE SIDEWALK, AND 7
 MH0271'FEET NORTH OF A FIRE HYDRANT.  A STATE SURVEY STANDARD DISK,
 MH0271'STAMPED J 110 1935 20-14 AND SET IN THE TOP OF A CONCRETE POST.
 MH0271
 MH0271                          STATION RECOVERY (1980)
 MH0271
 MH0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MH0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0145 ***********************************************************************
 MH0145  DESIGNATION -  J 112
 MH0145  PID         -  MH0145
 MH0145  STATE/COUNTY-  IA/WAPELLO
 MH0145  USGS QUAD   -  EDDYVILLE (1968)
 MH0145
 MH0145                         *CURRENT SURVEY CONTROL
 MH0145  ___________________________________________________________________
 MH0145* NAD 83(1986)-  41 09 20.     (N)    092 38 30.     (W)     SCALED    
 MH0145* NAVD 88     -       204.466  (meters)     670.82   (feet)  ADJUSTED  
 MH0145  ___________________________________________________________________
 MH0145  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 MH0145  DYNAMIC HT  -         204.376 (meters)     670.52  (feet)  COMP
 MH0145  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 MH0145
 MH0145  VERT ORDER  -  SECOND    CLASS 0
 MH0145
 MH0145.The horizontal coordinates were scaled from a topographic map and have
 MH0145.an estimated accuracy of +/- 6 seconds.
 MH0145
 MH0145.The orthometric height was determined by differential leveling
 MH0145.and adjusted by the National Geodetic Survey in June 1991..
 MH0145
 MH0145.The geoid height was determined by GEOID03.
 MH0145
 MH0145.The dynamic height is computed by dividing the NAVD 88
 MH0145.geopotential number by the normal gravity value computed on the
 MH0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0145.degrees latitude (g = 980.6199 gals.).
 MH0145
 MH0145.The modeled gravity was interpolated from observed gravity values.
 MH0145
 MH0145;                    North         East    Units  Estimated Accuracy
 MH0145;SPC IA S     -   128,680.      572,040.      MT  (+/- 180 meters Scaled)
 MH0145
 MH0145                          SUPERSEDED SURVEY CONTROL
 MH0145
 MH0145  NGVD 29 (??/??/92)  204.452  (m)          670.77   (f) ADJ UNCH    2 0
 MH0145
 MH0145.Superseded values are not recommended for survey control.
 MH0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0145.See file dsdata.txt to determine how the superseded data were derived.
 MH0145
 MH0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF300560(NAD 83)
 MH0145_MARKER: DB = BENCH MARK DISK
 MH0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0145_SP_SET: PIER
 MH0145_STAMPING: J 112 1935
 MH0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0145
 MH0145  HISTORY     - Date     Condition        Report By
 MH0145  HISTORY     - 1935     MONUMENTED       CGS
 MH0145
 MH0145                          STATION DESCRIPTION
 MH0145
 MH0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0145'AT EDDYVILLE.
 MH0145'AT EDDYVILLE, WAPELLO COUNTY, ON THE MINNEAPOLIS AND ST. LOUIS
 MH0145'RAILWAY, 12 POLES NORTH OF MILEPOST 312, AT BRIDGE 525 OVER DES
 MH0145'MOINES RIVER, IN THE TOP OF THE EAST END OF THE SOUTH PIER, 6
 MH0145'FEET EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 6-1/2 FEET
 MH0145'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 112 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0251 ***********************************************************************
 MH0251  DESIGNATION -  J 113
 MH0251  PID         -  MH0251
 MH0251  STATE/COUNTY-  IA/MARION
 MH0251  USGS QUAD   -  KNOXVILLE SW (1965)
 MH0251
 MH0251                         *CURRENT SURVEY CONTROL
 MH0251  ___________________________________________________________________
 MH0251* NAD 83(1986)-  41 15 32.     (N)    093 14 03.     (W)     SCALED    
 MH0251* NAVD 88     -       261.780  (meters)     858.86   (feet)  ADJUSTED  
 MH0251  ___________________________________________________________________
 MH0251  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 MH0251  DYNAMIC HT  -         261.667 (meters)     858.49  (feet)  COMP
 MH0251  MODELED GRAV-     980,185.9   (mgal)                       NAVD 88
 MH0251
 MH0251  VERT ORDER  -  SECOND    CLASS 0
 MH0251
 MH0251.The horizontal coordinates were scaled from a topographic map and have
 MH0251.an estimated accuracy of +/- 6 seconds.
 MH0251
 MH0251.The orthometric height was determined by differential leveling
 MH0251.and adjusted by the National Geodetic Survey in June 1991..
 MH0251
 MH0251.The geoid height was determined by GEOID03.
 MH0251
 MH0251.The dynamic height is computed by dividing the NAVD 88
 MH0251.geopotential number by the normal gravity value computed on the
 MH0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0251.degrees latitude (g = 980.6199 gals.).
 MH0251
 MH0251.The modeled gravity was interpolated from observed gravity values.
 MH0251
 MH0251;                    North         East    Units  Estimated Accuracy
 MH0251;SPC IA S     -   139,830.      522,280.      MT  (+/- 180 meters Scaled)
 MH0251
 MH0251                          SUPERSEDED SURVEY CONTROL
 MH0251
 MH0251  NGVD 29 (??/??/92)  261.747  (m)          858.75   (f) ADJ UNCH    2 0
 MH0251
 MH0251.Superseded values are not recommended for survey control.
 MH0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0251.See file dsdata.txt to determine how the superseded data were derived.
 MH0251
 MH0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF803675(NAD 83)
 MH0251_MARKER: DB = BENCH MARK DISK
 MH0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0251_STAMPING: J 113 1935
 MH0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0251+STABILITY: SURFACE MOTION
 MH0251
 MH0251  HISTORY     - Date     Condition        Report By
 MH0251  HISTORY     - 1935     MONUMENTED       CGS
 MH0251  HISTORY     - 1980     MARK NOT FOUND   NGS
 MH0251
 MH0251                          STATION DESCRIPTION
 MH0251
 MH0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0251'2.6 MI N FROM MELCHER.
 MH0251'2.6 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0251'RAILROAD FROM THE STATION AT MELCHER, AT OVEPASS 42.2, 15 FEET
 MH0251'WEST AND 30 FEET NORTH OF THE CENTERLINE OF THE TRACK AT THE
 MH0251'NORTH END OF THE BRIDGE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 MH0251'A STANDARD DISK, STAMPED J 113 1935 AND SET IN THE TOP OF A
 MH0251'CONCRETE POST.
 MH0251
 MH0251                          STATION RECOVERY (1980)
 MH0251
 MH0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MH0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0265 ***********************************************************************
 LE0265  DESIGNATION -  J 114
 LE0265  PID         -  LE0265
 LE0265  STATE/COUNTY-  IA/WAYNE
 LE0265  USGS QUAD   -  CLIO (1964)
 LE0265
 LE0265                         *CURRENT SURVEY CONTROL
 LE0265  ___________________________________________________________________
 LE0265* NAD 83(1986)-  40 38 16.     (N)    093 26 56.     (W)     SCALED    
 LE0265* NAVD 88     -       340.225  (meters)    1116.22   (feet)  ADJUSTED  
 LE0265  ___________________________________________________________________
 LE0265  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LE0265  DYNAMIC HT  -         340.054 (meters)    1115.66  (feet)  COMP
 LE0265  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 LE0265
 LE0265  VERT ORDER  -  SECOND    CLASS 0
 LE0265
 LE0265.The horizontal coordinates were scaled from a topographic map and have
 LE0265.an estimated accuracy of +/- 6 seconds.
 LE0265
 LE0265.The orthometric height was determined by differential leveling
 LE0265.and adjusted by the National Geodetic Survey in June 1991..
 LE0265
 LE0265.The geoid height was determined by GEOID03.
 LE0265
 LE0265.The dynamic height is computed by dividing the NAVD 88
 LE0265.geopotential number by the normal gravity value computed on the
 LE0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0265.degrees latitude (g = 980.6199 gals.).
 LE0265
 LE0265.The modeled gravity was interpolated from observed gravity values.
 LE0265
 LE0265;                    North         East    Units  Estimated Accuracy
 LE0265;SPC IA S     -    70,830.      504,320.      MT  (+/- 180 meters Scaled)
 LE0265
 LE0265                          SUPERSEDED SURVEY CONTROL
 LE0265
 LE0265  NGVD 29 (??/??/92)  340.140  (m)         1115.94   (f) ADJ UNCH    2 0
 LE0265
 LE0265.Superseded values are not recommended for survey control.
 LE0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0265.See file dsdata.txt to determine how the superseded data were derived.
 LE0265
 LE0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE620986(NAD 83)
 LE0265_MARKER: DB = BENCH MARK DISK
 LE0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0265_STAMPING: J 114 1935
 LE0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0265+STABILITY: SURFACE MOTION
 LE0265
 LE0265  HISTORY     - Date     Condition        Report By
 LE0265  HISTORY     - 1935     MONUMENTED       CGS
 LE0265
 LE0265                          STATION DESCRIPTION
 LE0265
 LE0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0265'AT CLIO.
 LE0265'AT CLIO, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 1-1/2
 LE0265'POLES SOUTHWEST OF MILEPOST 372, AT A STREET CROSSING, 62 FEET
 LE0265'NORTHWEST OF THE CENTERLINE OF THE NORTHWEST TRACK, 15 FEET
 LE0265'SOUTHWEST OF THE CENTERLINE OF THE STREET, 4 FEET SOUTHEAST OF
 LE0265'THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 LE0265'A STANDARD DISK, STAMPED J 114 1935 AND SET IN THE TOP OF A
 LE0265'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0405 ***********************************************************************
 LE0405  DESIGNATION -  J 115
 LE0405  PID         -  LE0405
 LE0405  STATE/COUNTY-  IA/DECATUR
 LE0405  USGS QUAD   -  VAN WERT (1981)
 LE0405
 LE0405                         *CURRENT SURVEY CONTROL
 LE0405  ___________________________________________________________________
 LE0405* NAD 83(1986)-  40 49 57.     (N)    093 45 17.     (W)     SCALED    
 LE0405* NAVD 88     -       351.116  (meters)    1151.95   (feet)  ADJUSTED  
 LE0405  ___________________________________________________________________
 LE0405  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 LE0405  DYNAMIC HT  -         350.947 (meters)    1151.40  (feet)  COMP
 LE0405  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 LE0405
 LE0405  VERT ORDER  -  SECOND    CLASS 0
 LE0405
 LE0405.The horizontal coordinates were scaled from a topographic map and have
 LE0405.an estimated accuracy of +/- 6 seconds.
 LE0405
 LE0405.The orthometric height was determined by differential leveling
 LE0405.and adjusted by the National Geodetic Survey in June 1991..
 LE0405
 LE0405.The geoid height was determined by GEOID03.
 LE0405
 LE0405.The dynamic height is computed by dividing the NAVD 88
 LE0405.geopotential number by the normal gravity value computed on the
 LE0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0405.degrees latitude (g = 980.6199 gals.).
 LE0405
 LE0405.The modeled gravity was interpolated from observed gravity values.
 LE0405
 LE0405;                    North         East    Units  Estimated Accuracy
 LE0405;SPC IA S     -    92,480.      478,520.      MT  (+/- 180 meters Scaled)
 LE0405
 LE0405                          SUPERSEDED SURVEY CONTROL
 LE0405
 LE0405  NGVD 29 (??/??/92)  351.030  (m)         1151.67   (f) ADJ UNCH    2 0
 LE0405
 LE0405.Superseded values are not recommended for survey control.
 LE0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0405.See file dsdata.txt to determine how the superseded data were derived.
 LE0405
 LE0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF363204(NAD 83)
 LE0405_MARKER: DB = BENCH MARK DISK
 LE0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0405_SP_SET: CULVERT
 LE0405_STAMPING: J 115 1935
 LE0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0405
 LE0405  HISTORY     - Date     Condition        Report By
 LE0405  HISTORY     - 1935     MONUMENTED       CGS
 LE0405
 LE0405                          STATION DESCRIPTION
 LE0405
 LE0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0405'6.5 MI N FROM LEON.
 LE0405'6.5 MILES NORTH ALONG U.S. HIGHWAY 69 FROM THE INTERSECTION
 LE0405'OF STATE HIGHWAY 2 AT LEON, DECATUR COUNTY, AT THE NORTH END
 LE0405'OF A LONG CURVE, AT A CONCRETE CULVERT, IN THE CENTER OF THE
 LE0405'TOP OF THE EAST HEADWALL, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 LE0405'DISK, STAMPED J 115 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0302 ***********************************************************************
 MH0302  DESIGNATION -  J 116
 MH0302  PID         -  MH0302
 MH0302  STATE/COUNTY-  IA/MADISON
 MH0302  USGS QUAD   -  ST CHARLES (1983)
 MH0302
 MH0302                         *CURRENT SURVEY CONTROL
 MH0302  ___________________________________________________________________
 MH0302* NAD 83(1986)-  41 15 25.     (N)    093 49 52.     (W)     SCALED    
 MH0302* NAVD 88     -       327.255  (meters)    1073.67   (feet)  POSTED    
 MH0302  ___________________________________________________________________
 MH0302  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 MH0302  DYNAMIC HT  -         327.110 (meters)    1073.19  (feet)  COMP
 MH0302  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 MH0302
 MH0302  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0302
 MH0302.The horizontal coordinates were scaled from a topographic map and have
 MH0302.an estimated accuracy of +/- 6 seconds.
 MH0302
 MH0302.The orthometric height was determined by differential leveling
 MH0302.and adjusted by the National Geodetic Survey in 1992..
 MH0302.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0302.rate of 0.0 thru 1.0 mm/km.
 MH0302
 MH0302.The geoid height was determined by GEOID03.
 MH0302
 MH0302.The dynamic height is computed by dividing the NAVD 88
 MH0302.geopotential number by the normal gravity value computed on the
 MH0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0302.degrees latitude (g = 980.6199 gals.).
 MH0302
 MH0302.The modeled gravity was interpolated from observed gravity values.
 MH0302
 MH0302;                    North         East    Units  Estimated Accuracy
 MH0302;SPC IA S     -   139,640.      472,250.      MT  (+/- 180 meters Scaled)
 MH0302
 MH0302                          SUPERSEDED SURVEY CONTROL
 MH0302
 MH0302  NGVD 29 (??/??/92)  327.220  (m)         1073.55   (f) ADJ UNCH    2 0
 MH0302
 MH0302.Superseded values are not recommended for survey control.
 MH0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0302.See file dsdata.txt to determine how the superseded data were derived.
 MH0302
 MH0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF303676(NAD 83)
 MH0302_MARKER: DB = BENCH MARK DISK
 MH0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0302_STAMPING: J 116 1935
 MH0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0302+STABILITY: SURFACE MOTION
 MH0302
 MH0302  HISTORY     - Date     Condition        Report By
 MH0302  HISTORY     - 1935     MONUMENTED       CGS
 MH0302  HISTORY     - 1951     MARK NOT FOUND   NGS
 MH0302
 MH0302                          STATION DESCRIPTION
 MH0302
 MH0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MH0302'2.8 MI SW FROM ST CHARLES.
 MH0302'2.8 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MH0302'RAILROAD FROM THE STATION AT ST. CHARLES, MADISON COUNTY, 2 POLES
 MH0302'EAST OF MILEPOST 32, AT A ROAD CROSSING, 30 FEET SOUTH OF THE
 MH0302'CENTERLINE OF THE TRACK, 21 FEET WEST OF THE CENTERLINE OF THE ROAD,
 MH0302'AND 3 FEET NORTH AND 9 FEET WEST OF A FENCE CORNER.  A STANDARD
 MH0302'DISK, STAMPED J 116 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MH0302'NOTE-- RAILROAD TRACK HAS BEEN REMOVED AND NO SIGN OF B.M. CAN
 MH0302'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0219 ***********************************************************************
 LE0219  DESIGNATION -  J 118
 LE0219  PID         -  LE0219
 LE0219  STATE/COUNTY-  IA/WAYNE
 LE0219  USGS QUAD   -  HUMESTON (1982)
 LE0219
 LE0219                         *CURRENT SURVEY CONTROL
 LE0219  ___________________________________________________________________
 LE0219* NAD 83(1986)-  40 45 11.     (N)    093 25 26.     (W)     SCALED    
 LE0219* NAVD 88     -       330.777  (meters)    1085.22   (feet)  ADJUSTED  
 LE0219  ___________________________________________________________________
 LE0219  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 LE0219  DYNAMIC HT  -         330.615 (meters)    1084.69  (feet)  COMP
 LE0219  MODELED GRAV-     980,125.3   (mgal)                       NAVD 88
 LE0219
 LE0219  VERT ORDER  -  SECOND    CLASS 0
 LE0219
 LE0219.The horizontal coordinates were scaled from a topographic map and have
 LE0219.an estimated accuracy of +/- 6 seconds.
 LE0219
 LE0219.The orthometric height was determined by differential leveling
 LE0219.and adjusted by the National Geodetic Survey in June 1991..
 LE0219
 LE0219.The geoid height was determined by GEOID03.
 LE0219
 LE0219.The dynamic height is computed by dividing the NAVD 88
 LE0219.geopotential number by the normal gravity value computed on the
 LE0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0219.degrees latitude (g = 980.6199 gals.).
 LE0219
 LE0219.The modeled gravity was interpolated from observed gravity values.
 LE0219
 LE0219;                    North         East    Units  Estimated Accuracy
 LE0219;SPC IA S     -    83,630.      506,430.      MT  (+/- 180 meters Scaled)
 LE0219
 LE0219                          SUPERSEDED SURVEY CONTROL
 LE0219
 LE0219  NGVD 29 (??/??/92)  330.698  (m)         1084.96   (f) ADJ UNCH    2 0
 LE0219
 LE0219.Superseded values are not recommended for survey control.
 LE0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0219.See file dsdata.txt to determine how the superseded data were derived.
 LE0219
 LE0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF642114(NAD 83)
 LE0219_MARKER: DB = BENCH MARK DISK
 LE0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0219_STAMPING: J 118 1935
 LE0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0219+STABILITY: SURFACE MOTION
 LE0219
 LE0219  HISTORY     - Date     Condition        Report By
 LE0219  HISTORY     - 1935     MONUMENTED       CGS
 LE0219
 LE0219                          STATION DESCRIPTION
 LE0219
 LE0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0219'5.5 MI W FROM CORYDON.
 LE0219'5.5 MILES WEST ALONG STATE HIGHWAY 2 FROM THE COURTHOUSE AT
 LE0219'CORYDON, AT A ROAD INTERSECTION, 45 FEET NORTH OF THE CENTERLINE
 LE0219'OF THE HIGHWAY, 33 FEET EAST OF THE CENTERLINE OF THE ROAD, 3
 LE0219'FEET NORTHWEST OF A FENCE CORNER, AND LEVEL WITH THE HIGHWAY.
 LE0219'A STANDARD DISK, STAMPED J 118 1935 AND SET IN THE TOP OF A
 LE0219'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0171 ***********************************************************************
 LE0171  DESIGNATION -  J 119
 LE0171  PID         -  LE0171
 LE0171  STATE/COUNTY-  IA/APPANOOSE
 LE0171  USGS QUAD   -  CENTERVILLE EAST (1979)
 LE0171
 LE0171                         *CURRENT SURVEY CONTROL
 LE0171  ___________________________________________________________________
 LE0171* NAD 83(1986)-  40 44 04.     (N)    092 52 25.     (W)     SCALED    
 LE0171* NAVD 88     -       305.952  (meters)    1003.78   (feet)  ADJUSTED  
 LE0171  ___________________________________________________________________
 LE0171  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LE0171  DYNAMIC HT  -         305.803 (meters)    1003.29  (feet)  COMP
 LE0171  MODELED GRAV-     980,130.3   (mgal)                       NAVD 88
 LE0171
 LE0171  VERT ORDER  -  SECOND    CLASS 0
 LE0171
 LE0171.The horizontal coordinates were scaled from a topographic map and have
 LE0171.an estimated accuracy of +/- 6 seconds.
 LE0171
 LE0171.The orthometric height was determined by differential leveling
 LE0171.and adjusted by the National Geodetic Survey in June 1991..
 LE0171
 LE0171.The geoid height was determined by GEOID03.
 LE0171
 LE0171.The dynamic height is computed by dividing the NAVD 88
 LE0171.geopotential number by the normal gravity value computed on the
 LE0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0171.degrees latitude (g = 980.6199 gals.).
 LE0171
 LE0171.The modeled gravity was interpolated from observed gravity values.
 LE0171
 LE0171;                    North         East    Units  Estimated Accuracy
 LE0171;SPC IA S     -    81,750.      552,910.      MT  (+/- 180 meters Scaled)
 LE0171
 LE0171                          SUPERSEDED SURVEY CONTROL
 LE0171
 LE0171  NGVD 29 (??/??/92)  305.889  (m)         1003.57   (f) ADJ UNCH    2 0
 LE0171
 LE0171.Superseded values are not recommended for survey control.
 LE0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0171.See file dsdata.txt to determine how the superseded data were derived.
 LE0171
 LE0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF106092(NAD 83)
 LE0171_MARKER: DB = BENCH MARK DISK
 LE0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0171_SP_SET: LIMESTONE BLOCK
 LE0171_STAMPING: J 119 1935
 LE0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LE0171+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2002
 LE0171
 LE0171  HISTORY     - Date     Condition        Report By
 LE0171  HISTORY     - 1935     MONUMENTED       CGS
 LE0171  HISTORY     - 20021004 GOOD             NGS
 LE0171
 LE0171                          STATION DESCRIPTION
 LE0171
 LE0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0171'AT CENTERVILLE.
 LE0171'AT CENTERVILLE, APPANOOSE COUNTY, AT THE FIRST NATIONAL BANK,
 LE0171'4.5 FEET EAST OF THE FRONT (SOUTH) ENTRANCE, 3 FEET WEST OF THE
 LE0171'SOUTHEAST CORNER OF THE BUILDING, IN THE TOP OF A LIMESTONE
 LE0171'BLOCK, 4 INCHES BACK FROM THE SIDEWALK, AND 3 INCHES ABOVE THE
 LE0171'SIDEWALK.  A STANDARD DISK, STAMPED J 119 1935.
 LE0171
 LE0171                          STATION RECOVERY (2002)
 LE0171
 LE0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 LE0171'DISK NOW STAMPED 'J 119 1935 1004.'  FIRST NAT'L BANK AND IOOF BLDG.
 LE0171'AT 101 EAST VAN BUREN AND AT NORTH SIDE OF COURTHOUSE SQUARE IS NOW AN
 LE0171'OFFICE BLDG.  STONE SILL IS CRACKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0497 ***********************************************************************
 ON0497  DESIGNATION -  J 12
 ON0497  PID         -  ON0497
 ON0497  STATE/COUNTY-  IA/FAYETTE
 ON0497  USGS QUAD   -  CASTALIA (1981)
 ON0497
 ON0497                         *CURRENT SURVEY CONTROL
 ON0497  ___________________________________________________________________
 ON0497* NAD 83(1986)-  43 01 49.     (N)    091 40 03.     (W)     SCALED    
 ON0497* NAVD 88     -       280.906  (meters)     921.61   (feet)  ADJUSTED  
 ON0497  ___________________________________________________________________
 ON0497  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 ON0497  DYNAMIC HT  -         280.835 (meters)     921.37  (feet)  COMP
 ON0497  MODELED GRAV-     980,360.9   (mgal)                       NAVD 88
 ON0497
 ON0497  VERT ORDER  -  FIRST     CLASS II
 ON0497
 ON0497.The horizontal coordinates were scaled from a topographic map and have
 ON0497.an estimated accuracy of +/- 6 seconds.
 ON0497
 ON0497.The orthometric height was determined by differential leveling
 ON0497.and adjusted by the National Geodetic Survey in June 1991..
 ON0497
 ON0497.The geoid height was determined by GEOID03.
 ON0497
 ON0497.The dynamic height is computed by dividing the NAVD 88
 ON0497.geopotential number by the normal gravity value computed on the
 ON0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0497.degrees latitude (g = 980.6199 gals.).
 ON0497
 ON0497.The modeled gravity was interpolated from observed gravity values.
 ON0497
 ON0497;                    North         East    Units  Estimated Accuracy
 ON0497;SPC IA N     - 1,171,600.    1,649,330.      MT  (+/- 180 meters Scaled)
 ON0497
 ON0497                          SUPERSEDED SURVEY CONTROL
 ON0497
 ON0497  NGVD 29 (??/??/92)  280.945  (m)          921.73   (f) ADJ UNCH    1 2
 ON0497
 ON0497.Superseded values are not recommended for survey control.
 ON0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0497.See file dsdata.txt to determine how the superseded data were derived.
 ON0497
 ON0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH085650(NAD 83)
 ON0497_MARKER: DB = BENCH MARK DISK
 ON0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0497_SP_SET: PIER
 ON0497_STAMPING: J 12 1933
 ON0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0497
 ON0497  HISTORY     - Date     Condition        Report By
 ON0497  HISTORY     - 1933     MONUMENTED       CGS
 ON0497  HISTORY     - 1934     GOOD             NGS
 ON0497  HISTORY     - 1977     MARK NOT FOUND   USGS
 ON0497
 ON0497                          STATION DESCRIPTION
 ON0497
 ON0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0497'2.5 MI N FROM CLERMONT.
 ON0497'2.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 ON0497'RAILWAY FROM CLERMONT, FAYETTE COUNTY, 75 FEET NORTH OF THE
 ON0497'CENTER OF A ROAD CROSSING, AT RAILROAD BRIDGE 909, IN THE TOP
 ON0497'OF THE CAP STONE OF THE FIRST PIER NORTH OF THE ABUTMENT, AND
 ON0497'5-1/2 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 ON0497'DISK, STAMPED J 12 1933.
 ON0497
 ON0497                          STATION RECOVERY (1977)
 ON0497
 ON0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0497'THE RAILROAD HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0157 ***********************************************************************
 LE0157  DESIGNATION -  J 120
 LE0157  PID         -  LE0157
 LE0157  STATE/COUNTY-  IA/APPANOOSE
 LE0157  USGS QUAD   -  MOULTON (1979)
 LE0157
 LE0157                         *CURRENT SURVEY CONTROL
 LE0157  ___________________________________________________________________
 LE0157* NAD 83(1986)-  40 37 33.     (N)    092 38 33.     (W)     SCALED    
 LE0157* NAVD 88     -       302.978  (meters)     994.02   (feet)  ADJUSTED  
 LE0157  ___________________________________________________________________
 LE0157  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LE0157  DYNAMIC HT  -         302.826 (meters)     993.52  (feet)  COMP
 LE0157  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 LE0157
 LE0157  VERT ORDER  -  SECOND    CLASS 0
 LE0157
 LE0157.The horizontal coordinates were scaled from a topographic map and have
 LE0157.an estimated accuracy of +/- 6 seconds.
 LE0157
 LE0157.The orthometric height was determined by differential leveling
 LE0157.and adjusted by the National Geodetic Survey in June 1991..
 LE0157
 LE0157.The geoid height was determined by GEOID03.
 LE0157
 LE0157.The dynamic height is computed by dividing the NAVD 88
 LE0157.geopotential number by the normal gravity value computed on the
 LE0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0157.degrees latitude (g = 980.6199 gals.).
 LE0157
 LE0157.The modeled gravity was interpolated from observed gravity values.
 LE0157
 LE0157;                    North         East    Units  Estimated Accuracy
 LE0157;SPC IA S     -    69,860.      572,550.      MT  (+/- 180 meters Scaled)
 LE0157
 LE0157                          SUPERSEDED SURVEY CONTROL
 LE0157
 LE0157  NGVD 29 (??/??/92)  302.960  (m)          993.96   (f) ADJ UNCH    2 0
 LE0157
 LE0157.Superseded values are not recommended for survey control.
 LE0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0157.See file dsdata.txt to determine how the superseded data were derived.
 LE0157
 LE0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE302972(NAD 83)
 LE0157_MARKER: DB = BENCH MARK DISK
 LE0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0157_STAMPING: J 120 1935
 LE0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0157+STABILITY: SURFACE MOTION
 LE0157
 LE0157  HISTORY     - Date     Condition        Report By
 LE0157  HISTORY     - 1935     MONUMENTED       CGS
 LE0157  HISTORY     - 1943     GOOD             NGS
 LE0157
 LE0157                          STATION DESCRIPTION
 LE0157
 LE0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0157'4.4 MI SE FROM MOULTON.
 LE0157'4.4 MILES SOUTHEAST ALONG THE WABASH RAILROAD FROM THE STATION
 LE0157'AT MOULTON, APPANOOSE COUNTY, 7-1/2 POLES SOUTHEAST OF MILEPOST
 LE0157'239, AT A PUBLIC ROAD CROSSING, 42 FEET NORTHEAST OF THE
 LE0157'CENTERLINE OF THE TRACK, 12 FEET EAST OF THE CENTERLINE OF
 LE0157'THE ROAD, 8 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE CORNER,
 LE0157'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J
 LE0157'120 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0023 ***********************************************************************
 LE0023  DESIGNATION -  J 121
 LE0023  PID         -  LE0023
 LE0023  STATE/COUNTY-  IA/VAN BUREN
 LE0023  USGS QUAD   -  CANTRIL (1970)
 LE0023
 LE0023                         *CURRENT SURVEY CONTROL
 LE0023  ___________________________________________________________________
 LE0023* NAD 83(1986)-  40 38 43.     (N)    092 05 24.     (W)     SCALED    
 LE0023* NAVD 88     -       238.387  (meters)     782.11   (feet)  ADJUSTED  
 LE0023  ___________________________________________________________________
 LE0023  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LE0023  DYNAMIC HT  -         238.270 (meters)     781.72  (feet)  COMP
 LE0023  MODELED GRAV-     980,127.6   (mgal)                       NAVD 88
 LE0023
 LE0023  VERT ORDER  -  SECOND    CLASS 0
 LE0023
 LE0023.The horizontal coordinates were scaled from a topographic map and have
 LE0023.an estimated accuracy of +/- 6 seconds.
 LE0023
 LE0023.The orthometric height was determined by differential leveling
 LE0023.and adjusted by the National Geodetic Survey in June 1991..
 LE0023
 LE0023.The geoid height was determined by GEOID03.
 LE0023
 LE0023.The dynamic height is computed by dividing the NAVD 88
 LE0023.geopotential number by the normal gravity value computed on the
 LE0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0023.degrees latitude (g = 980.6199 gals.).
 LE0023
 LE0023.The modeled gravity was interpolated from observed gravity values.
 LE0023
 LE0023;                    North         East    Units  Estimated Accuracy
 LE0023;SPC IA S     -    72,620.      619,260.      MT  (+/- 180 meters Scaled)
 LE0023
 LE0023                          SUPERSEDED SURVEY CONTROL
 LE0023
 LE0023  NGVD 29 (??/??/92)  238.385  (m)          782.10   (f) ADJ UNCH    2 0
 LE0023
 LE0023.Superseded values are not recommended for survey control.
 LE0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0023.See file dsdata.txt to determine how the superseded data were derived.
 LE0023
 LE0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE769997(NAD 83)
 LE0023_MARKER: DB = BENCH MARK DISK
 LE0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0023_SP_SET: CULVERT
 LE0023_STAMPING: J 121 1935
 LE0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0023
 LE0023  HISTORY     - Date     Condition        Report By
 LE0023  HISTORY     - 1935     MONUMENTED       CGS
 LE0023  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 LE0023
 LE0023                          STATION DESCRIPTION
 LE0023
 LE0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0023'1.1 MI W FROM CANTRIL.
 LE0023'1.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0023'FROM THE STATION AT CANTRIL, VAN BUREN COUNTY, MIDWAY BETWEEN
 LE0023'POLE 64+15 AND 64+16, 45 FEET NORTH OF THE CENTERLINE OF THE
 LE0023'TRACK, 18 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 2, AT
 LE0023'A 2-BY 2-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, IN THE TOP OF
 LE0023'THE EAST END OF THE SOUTH HEADWALL, AND ABOUT 5 FEET LOWER THAN
 LE0023'THE TRACK.  A STANDARD DISK, STAMPED J 121 1935.
 LE0023
 LE0023                          STATION RECOVERY (2000)
 LE0023
 LE0023'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LE0023'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0024 ***********************************************************************
 LE0024  DESIGNATION -  J 121 RESET
 LE0024  PID         -  LE0024
 LE0024  STATE/COUNTY-  IA/VAN BUREN
 LE0024  USGS QUAD   -  CANTRIL (1970)
 LE0024
 LE0024                         *CURRENT SURVEY CONTROL
 LE0024  ___________________________________________________________________
 LE0024* NAD 83(1986)-  40 38 43.     (N)    092 05 24.     (W)     SCALED    
 LE0024* NAVD 88     -       239.07   (meters)     784.3    (feet)  RESET     
 LE0024  ___________________________________________________________________
 LE0024  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LE0024
 LE0024  VERT ORDER  -  THIRD
 LE0024
 LE0024.The horizontal coordinates were scaled from a topographic map and have
 LE0024.an estimated accuracy of +/- 6 seconds.
 LE0024
 LE0024.The orthometric height was computed from unverified reset data.
 LE0024
 LE0024.The geoid height was determined by GEOID03.
 LE0024
 LE0024;                    North         East    Units  Estimated Accuracy
 LE0024;SPC IA S     -    72,620.      619,260.      MT  (+/- 180 meters Scaled)
 LE0024
 LE0024                          SUPERSEDED SURVEY CONTROL
 LE0024
 LE0024.No superseded survey control is available for this station.
 LE0024
 LE0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE769997(NAD 83)
 LE0024_MARKER: DB = BENCH MARK DISK
 LE0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0024_STAMPING: J 121 RESET 1968
 LE0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0024+STABILITY: SURFACE MOTION
 LE0024
 LE0024  HISTORY     - Date     Condition        Report By
 LE0024  HISTORY     - 1968     MONUMENTED       CGS
 LE0024
 LE0024                          STATION DESCRIPTION
 LE0024
 LE0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LE0024'1.1 MI W FROM CANTRIL.
 LE0024'ABOUT 1.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0024'RAILROAD FROM THE STATION AT CANTRIL, ON THE NORTH SIDE OF STATE
 LE0024'HIGHWAY 2, INSIDE A FENCE AREA OWNED BY MID-AMERICA PIPELINE
 LE0024'CO., CANTRIL TERMINAL, 3.9 FEET EAST OF THE SOUTHEAST CORNER
 LE0024'OF A METAL OFFICE BUILDING, 1.2 FEET WEST-NORTHWEST OF THE
 LE0024'SOUTHEAST CORNER OF A CONCRETE FOUNDATION AT THE EAST SIDE OF THE
 LE0024'BUILDING, AND CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION
 LE0024'AND SET FLUSH WITH THE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0603 ***********************************************************************
 LD0603  DESIGNATION -  J 122
 LD0603  PID         -  LD0603
 LD0603  STATE/COUNTY-  IA/LEE
 LD0603  USGS QUAD   -  ARGYLE (1982)
 LD0603
 LD0603                         *CURRENT SURVEY CONTROL
 LD0603  ___________________________________________________________________
 LD0603* NAD 83(1986)-  40 33 38.     (N)    091 30 27.     (W)     SCALED    
 LD0603* NAVD 88     -       212.699  (meters)     697.83   (feet)  ADJUSTED  
 LD0603  ___________________________________________________________________
 LD0603  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LD0603  DYNAMIC HT  -         212.595 (meters)     697.49  (feet)  COMP
 LD0603  MODELED GRAV-     980,132.9   (mgal)                       NAVD 88
 LD0603
 LD0603  VERT ORDER  -  SECOND    CLASS 0
 LD0603
 LD0603.The horizontal coordinates were scaled from a topographic map and have
 LD0603.an estimated accuracy of +/- 6 seconds.
 LD0603
 LD0603.The orthometric height was determined by differential leveling
 LD0603.and adjusted by the National Geodetic Survey in June 1991..
 LD0603
 LD0603.The geoid height was determined by GEOID03.
 LD0603
 LD0603.The dynamic height is computed by dividing the NAVD 88
 LD0603.geopotential number by the normal gravity value computed on the
 LD0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0603.degrees latitude (g = 980.6199 gals.).
 LD0603
 LD0603.The modeled gravity was interpolated from observed gravity values.
 LD0603
 LD0603;                    North         East    Units  Estimated Accuracy
 LD0603;SPC IA S     -    64,180.      668,740.      MT  (+/- 180 meters Scaled)
 LD0603
 LD0603                          SUPERSEDED SURVEY CONTROL
 LD0603
 LD0603  NGVD 29 (??/??/92)  212.727  (m)          697.92   (f) ADJ UNCH    2 0
 LD0603
 LD0603.Superseded values are not recommended for survey control.
 LD0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0603.See file dsdata.txt to determine how the superseded data were derived.
 LD0603
 LD0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE263910(NAD 83)
 LD0603_MARKER: DB = BENCH MARK DISK
 LD0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0603_STAMPING: J 122 1935
 LD0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0603+STABILITY: SURFACE MOTION
 LD0603
 LD0603  HISTORY     - Date     Condition        Report By
 LD0603  HISTORY     - 1935     MONUMENTED       CGS
 LD0603  HISTORY     - 1942     GOOD             NGS
 LD0603
 LD0603                          STATION DESCRIPTION
 LD0603
 LD0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0603'AT NEW BOSTON.
 LD0603'AT NEW BOSTON, LEE COUNTY, 0.4 MILE NORTHWEST OF AN OVERPASS
 LD0603'OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, ON U.S. HIGHWAY
 LD0603'218, AT THE INTERSECTION OF A ROAD LEADING EAST OF THE RAILROAD
 LD0603'STATION, 33 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 25
 LD0603'FEET NORTHWEST OF THE ROAD LEADING WEST, 4 FEET EAST OF IOWA
 LD0603'STATE HIGHWAY COMMISSION AND RAILROAD IRON RIGHT-OF-WAY CORNER,
 LD0603'15 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED J 122
 LD0603'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0483 ***********************************************************************
 MG0483  DESIGNATION -  J 123
 MG0483  PID         -  MG0483
 MG0483  STATE/COUNTY-  IA/HENRY
 MG0483  USGS QUAD   -  SWEDESBURG (1981)
 MG0483
 MG0483                         *CURRENT SURVEY CONTROL
 MG0483  ___________________________________________________________________
 MG0483* NAD 83(1986)-  41 07 11.     (N)    091 32 42.     (W)     SCALED    
 MG0483* NAVD 88     -       224.758  (meters)     737.39   (feet)  ADJUSTED  
 MG0483  ___________________________________________________________________
 MG0483  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MG0483  DYNAMIC HT  -         224.660 (meters)     737.07  (feet)  COMP
 MG0483  MODELED GRAV-     980,183.8   (mgal)                       NAVD 88
 MG0483
 MG0483  VERT ORDER  -  SECOND    CLASS 0
 MG0483
 MG0483.The horizontal coordinates were scaled from a topographic map and have
 MG0483.an estimated accuracy of +/- 6 seconds.
 MG0483
 MG0483.The orthometric height was determined by differential leveling
 MG0483.and adjusted by the National Geodetic Survey in June 1991..
 MG0483
 MG0483.The geoid height was determined by GEOID03.
 MG0483
 MG0483.The dynamic height is computed by dividing the NAVD 88
 MG0483.geopotential number by the normal gravity value computed on the
 MG0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0483.degrees latitude (g = 980.6199 gals.).
 MG0483
 MG0483.The modeled gravity was interpolated from observed gravity values.
 MG0483
 MG0483;                    North         East    Units  Estimated Accuracy
 MG0483;SPC IA S     -   126,190.      664,160.      MT  (+/- 180 meters Scaled)
 MG0483
 MG0483                          SUPERSEDED SURVEY CONTROL
 MG0483
 MG0483  NGVD 29 (??/??/92)  224.803  (m)          737.54   (f) ADJ UNCH    2 0
 MG0483
 MG0483.Superseded values are not recommended for survey control.
 MG0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0483.See file dsdata.txt to determine how the superseded data were derived.
 MG0483
 MG0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF221530(NAD 83)
 MG0483_MARKER: DB = BENCH MARK DISK
 MG0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0483_STAMPING: J 123 1935
 MG0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0483+STABILITY: SURFACE MOTION
 MG0483
 MG0483  HISTORY     - Date     Condition        Report By
 MG0483  HISTORY     - 1935     MONUMENTED       CGS
 MG0483  HISTORY     - 1941     GOOD             NGS
 MG0483
 MG0483                          STATION DESCRIPTION
 MG0483
 MG0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0483'1 MI S FROM OLDS.
 MG0483'1.0 MILE SOUTH ALONG U.S. HIGHWAY 218 FROM THE MINNEAPOLIS AND
 MG0483'ST. LOUIS RAILROAD STATION AT OLDS, AT THE SOUTH JUNCTION OF
 MG0483'STATE HIGHWAY 78 LEADING EAST, 50 FEET WEST OF THE CENTERLINE OF
 MG0483'THE HIGHWAY, 33 FEET SOUTH OF THE CENTERLINE OF A ROAD LEADING
 MG0483'WEST, 9 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE,
 MG0483'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED J 123 1935
 MG0483'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0097 ***********************************************************************
 MH0097  DESIGNATION -  J 124
 MH0097  PID         -  MH0097
 MH0097  STATE/COUNTY-  IA/JEFFERSON
 MH0097  USGS QUAD   -  BROOKVILLE (1980)
 MH0097
 MH0097                         *CURRENT SURVEY CONTROL
 MH0097  ___________________________________________________________________
 MH0097* NAD 83(1986)-  41 00 30.     (N)    092 02 51.     (W)     SCALED    
 MH0097* NAVD 88     -       224.321  (meters)     735.96   (feet)  ADJUSTED  
 MH0097  ___________________________________________________________________
 MH0097  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MH0097  DYNAMIC HT  -         224.219 (meters)     735.63  (feet)  COMP
 MH0097  MODELED GRAV-     980,165.9   (mgal)                       NAVD 88
 MH0097
 MH0097  VERT ORDER  -  SECOND    CLASS 0
 MH0097
 MH0097.The horizontal coordinates were scaled from a topographic map and have
 MH0097.an estimated accuracy of +/- 6 seconds.
 MH0097
 MH0097.The orthometric height was determined by differential leveling
 MH0097.and adjusted by the National Geodetic Survey in June 1991..
 MH0097
 MH0097.The geoid height was determined by GEOID03.
 MH0097
 MH0097.The dynamic height is computed by dividing the NAVD 88
 MH0097.geopotential number by the normal gravity value computed on the
 MH0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0097.degrees latitude (g = 980.6199 gals.).
 MH0097
 MH0097.The modeled gravity was interpolated from observed gravity values.
 MH0097
 MH0097;                    North         East    Units  Estimated Accuracy
 MH0097;SPC IA S     -   112,990.      622,180.      MT  (+/- 180 meters Scaled)
 MH0097
 MH0097                          SUPERSEDED SURVEY CONTROL
 MH0097
 MH0097  NGVD 29 (??/??/92)  224.360  (m)          736.09   (f) ADJ UNCH    2 0
 MH0097
 MH0097.Superseded values are not recommended for survey control.
 MH0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0097.See file dsdata.txt to determine how the superseded data were derived.
 MH0097
 MH0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF800401(NAD 83)
 MH0097_MARKER: DB = BENCH MARK DISK
 MH0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0097_STAMPING: J 124 1935
 MH0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0097+STABILITY: SURFACE MOTION
 MH0097
 MH0097  HISTORY     - Date     Condition        Report By
 MH0097  HISTORY     - 1935     MONUMENTED       CGS
 MH0097  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 MH0097
 MH0097                          STATION DESCRIPTION
 MH0097
 MH0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0097'1.8 MI E FROM BERNHART.
 MH0097'1.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0097'FROM THE STATION AT BERNHART, JEFFERSON COUNTY, AT THE OVERHEAD
 MH0097'CROSSING OF U.S. HIGHWAY 34 (UNDERPASS 259.87), 7 FEET WEST OF
 MH0097'THE BRIDGE, 16 FEET NORTH OF THE CENTER LINE OF THE NORTH TRACK,
 MH0097'4 FEET WEST OF A POLE, 3 FEET NORTH OF THE FOOT OF THE BACK
 MH0097'SLOPE, AND 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK,
 MH0097'STAMPED J 124 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MH0097
 MH0097                          STATION RECOVERY (2000)
 MH0097
 MH0097'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MH0097'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0510 ***********************************************************************
 LD0510  DESIGNATION -  J 125
 LD0510  PID         -  LD0510
 LD0510  STATE/COUNTY-  IA/HENRY
 LD0510  USGS QUAD   -  NEW LONDON (1981)
 LD0510
 LD0510                         *CURRENT SURVEY CONTROL
 LD0510  ___________________________________________________________________
 LD0510* NAD 83(1986)-  40 57 18.     (N)    091 29 16.     (W)     SCALED    
 LD0510* NAVD 88     -       221.483  (meters)     726.65   (feet)  ADJUSTED  
 LD0510  ___________________________________________________________________
 LD0510  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0510  DYNAMIC HT  -         221.383 (meters)     726.32  (feet)  COMP
 LD0510  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 LD0510
 LD0510  VERT ORDER  -  SECOND    CLASS 0
 LD0510
 LD0510.The horizontal coordinates were scaled from a topographic map and have
 LD0510.an estimated accuracy of +/- 6 seconds.
 LD0510
 LD0510.The orthometric height was determined by differential leveling
 LD0510.and adjusted by the National Geodetic Survey in June 1991..
 LD0510
 LD0510.The geoid height was determined by GEOID03.
 LD0510
 LD0510.The dynamic height is computed by dividing the NAVD 88
 LD0510.geopotential number by the normal gravity value computed on the
 LD0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0510.degrees latitude (g = 980.6199 gals.).
 LD0510
 LD0510.The modeled gravity was interpolated from observed gravity values.
 LD0510
 LD0510;                    North         East    Units  Estimated Accuracy
 LD0510;SPC IA S     -   108,010.      669,390.      MT  (+/- 180 meters Scaled)
 LD0510
 LD0510                          SUPERSEDED SURVEY CONTROL
 LD0510
 LD0510  NGVD 29 (??/??/92)  221.526  (m)          726.79   (f) ADJ UNCH    2 0
 LD0510
 LD0510.Superseded values are not recommended for survey control.
 LD0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0510.See file dsdata.txt to determine how the superseded data were derived.
 LD0510
 LD0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF272348(NAD 83)
 LD0510_MARKER: DB = BENCH MARK DISK
 LD0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0510_STAMPING: J 125 1935
 LD0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0510+STABILITY: SURFACE MOTION
 LD0510
 LD0510  HISTORY     - Date     Condition        Report By
 LD0510  HISTORY     - 1935     MONUMENTED       CGS
 LD0510
 LD0510                          STATION DESCRIPTION
 LD0510
 LD0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0510'3.5 MI E FROM MT PLEASANT.
 LD0510'3.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0510'FROM THE STATION AT MT. PLEASANT, HENRY COUNTY, AT A ROAD CROSSING,
 LD0510'44 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, 36 FEET EAST
 LD0510'OF THE CENTERLINE OF THE ROAD, 12 FEET EAST OF A FENCE CORNER,
 LD0510'ONE FOOT NORTH OF A FENCE LINE, AND LEVEL WITH THE TRACK.  A
 LD0510'STANDARD DISK, STAMPED J 125 1935 AND SET IN THE TOP OF A CONCRETE
 LD0510'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0436 ***********************************************************************
 MG0436  DESIGNATION -  J 126
 MG0436  PID         -  MG0436
 MG0436  STATE/COUNTY-  IA/LOUISA
 MG0436  USGS QUAD   -  MORNING SUN (1981)
 MG0436
 MG0436                         *CURRENT SURVEY CONTROL
 MG0436  ___________________________________________________________________
 MG0436* NAD 83(1986)-  41 05 20.     (N)    091 19 01.     (W)     SCALED    
 MG0436* NAVD 88     -       243.008  (meters)     797.27   (feet)  ADJUSTED  
 MG0436  ___________________________________________________________________
 MG0436  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MG0436  DYNAMIC HT  -         242.900 (meters)     796.91  (feet)  COMP
 MG0436  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 MG0436
 MG0436  VERT ORDER  -  SECOND    CLASS 0
 MG0436
 MG0436.The horizontal coordinates were scaled from a topographic map and have
 MG0436.an estimated accuracy of +/- 6 seconds.
 MG0436
 MG0436.The orthometric height was determined by differential leveling
 MG0436.and adjusted by the National Geodetic Survey in June 1991..
 MG0436
 MG0436.The geoid height was determined by GEOID03.
 MG0436
 MG0436.The dynamic height is computed by dividing the NAVD 88
 MG0436.geopotential number by the normal gravity value computed on the
 MG0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0436.degrees latitude (g = 980.6199 gals.).
 MG0436
 MG0436.The modeled gravity was interpolated from observed gravity values.
 MG0436
 MG0436;                    North         East    Units  Estimated Accuracy
 MG0436;SPC IA S     -   123,220.      683,400.      MT  (+/- 180 meters Scaled)
 MG0436
 MG0436                          SUPERSEDED SURVEY CONTROL
 MG0436
 MG0436  NGVD 29 (??/??/92)  243.052  (m)          797.41   (f) ADJ UNCH    2 0
 MG0436
 MG0436.Superseded values are not recommended for survey control.
 MG0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0436.See file dsdata.txt to determine how the superseded data were derived.
 MG0436
 MG0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF413499(NAD 83)
 MG0436_MARKER: DB = BENCH MARK DISK
 MG0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0436_STAMPING: J 126 1935
 MG0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0436+STABILITY: SURFACE MOTION
 MG0436
 MG0436  HISTORY     - Date     Condition        Report By
 MG0436  HISTORY     - 1935     MONUMENTED       CGS
 MG0436
 MG0436                          STATION DESCRIPTION
 MG0436
 MG0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MG0436'2.1 MI E FROM MARSH.
 MG0436'2.1 MILES EAST ALONG THE MINNEAOPLIS AND ST. LOUIS RAILROAD
 MG0436'FROM THE STATION AT MARSH, LOUISA COUNTY, 4 POLES NORTHWEST OF
 MG0436'MILEPOST 378, AT A CROSSING OF STATE HGHWAY 78, 18 FEET SOUTH
 MG0436'OF THE CENTERLINE OF THE TRACK, 45 FEET NORTH OF THE CENTERLINE
 MG0436'OF THE HIGHWAY, AND 5 FEET NORTH OF A POLE.  A STANDARD DISK,
 MG0436'STAMPED J 126 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0162 ***********************************************************************
 NM0162  DESIGNATION -  J 128
 NM0162  PID         -  NM0162
 NM0162  STATE/COUNTY-  IA/WOODBURY
 NM0162  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM0162
 NM0162                         *CURRENT SURVEY CONTROL
 NM0162  ___________________________________________________________________
 NM0162* NAD 83(1986)-  42 25 02.     (N)    096 21 54.     (W)     SCALED    
 NM0162* NAVD 88     -       333.684  (meters)    1094.76   (feet)  ADJUSTED  
 NM0162  ___________________________________________________________________
 NM0162  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 NM0162  DYNAMIC HT  -         333.576 (meters)    1094.41  (feet)  COMP
 NM0162  MODELED GRAV-     980,288.8   (mgal)                       NAVD 88
 NM0162
 NM0162  VERT ORDER  -  FIRST     CLASS II
 NM0162
 NM0162.The horizontal coordinates were scaled from a topographic map and have
 NM0162.an estimated accuracy of +/- 6 seconds.
 NM0162
 NM0162.The orthometric height was determined by differential leveling
 NM0162.and adjusted by the National Geodetic Survey in June 1991..
 NM0162.WARNING-Repeat measurements at this control monument indicate possible
 NM0162.vertical movement.
 NM0162
 NM0162.The geoid height was determined by GEOID03.
 NM0162
 NM0162.The dynamic height is computed by dividing the NAVD 88
 NM0162.geopotential number by the normal gravity value computed on the
 NM0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0162.degrees latitude (g = 980.6199 gals.).
 NM0162
 NM0162.The modeled gravity was interpolated from observed gravity values.
 NM0162
 NM0162;                    North         East    Units  Estimated Accuracy
 NM0162;SPC IA N     - 1,105,880.    1,264,250.      MT  (+/- 180 meters Scaled)
 NM0162
 NM0162                          SUPERSEDED SURVEY CONTROL
 NM0162
 NM0162  NGVD 29 (??/??/92)  333.579  (m)         1094.42   (f) ADJ UNCH    1 2
 NM0162
 NM0162.Superseded values are not recommended for survey control.
 NM0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0162.See file dsdata.txt to determine how the superseded data were derived.
 NM0162
 NM0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM168994(NAD 83)
 NM0162_MARKER: DB = BENCH MARK DISK
 NM0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0162_SP_SET: CONCRETE POST
 NM0162_STAMPING: J 128 1948
 NM0162_MARK LOGO: CGS   
 NM0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0162+STABILITY: SURFACE MOTION
 NM0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0162+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1989
 NM0162
 NM0162  HISTORY     - Date     Condition        Report By
 NM0162  HISTORY     - 1948     MONUMENTED       CGS
 NM0162  HISTORY     - 1966     GOOD             NGS
 NM0162  HISTORY     - 19890911 GOOD             NGS
 NM0162
 NM0162                          STATION DESCRIPTION
 NM0162
 NM0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0162'1 MI N FROM SERGEANT BLUFF.
 NM0162'1.05 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NM0162'THE STATION AT SERGEANT BLUFF, AT A PRIVATE ROAD CROSSING, 45.7
 NM0162'FEET WEST OF THE WEST RAIL OF THE TRACK, 23.5 FEET NORTH OF THE
 NM0162'CENTER LINE OF THE ROAD, 4.8 FEET NORTH NORTHEAST OF A TELEGRAPH
 NM0162'POLE, 1.7 FEET SOUTH OF A REFERENCE POST, 1.5 FEET EAST OF THE
 NM0162'WEST RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST
 NM0162'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 NM0162
 NM0162                          STATION RECOVERY (1966)
 NM0162
 NM0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0162'RECOVERED IN GOOD CONDITION.
 NM0162
 NM0162                          STATION RECOVERY (1989)
 NM0162
 NM0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0162'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  CHANGE--A
 NM0162'PRIVATE, TO AN ABANDONED, AND CENTER LINE OF THE ROAD, TO OF THE
 NM0162'CENTER OF AN ABANDONED ROAD.  DELETE--4.8 FEET NORTH NORTHEAST OF A
 NM0162'TELEPHONE POLE.  ADD--5.7 M (18.7 FT) SOUTHWEST OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0125 ***********************************************************************
 NM0125  DESIGNATION -  J 129
 NM0125  PID         -  NM0125
 NM0125  STATE/COUNTY-  IA/WOODBURY
 NM0125  USGS QUAD   -  LUTON (1964)
 NM0125
 NM0125                         *CURRENT SURVEY CONTROL
 NM0125  ___________________________________________________________________
 NM0125* NAD 83(1986)-  42 15 26.     (N)    096 14 52.     (W)     SCALED    
 NM0125* NAVD 88     -       327.439  (meters)    1074.27   (feet)  ADJUSTED  
 NM0125  ___________________________________________________________________
 NM0125  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 NM0125  DYNAMIC HT  -         327.330 (meters)    1073.92  (feet)  COMP
 NM0125  MODELED GRAV-     980,279.9   (mgal)                       NAVD 88
 NM0125
 NM0125  VERT ORDER  -  FIRST     CLASS II
 NM0125
 NM0125.The horizontal coordinates were scaled from a topographic map and have
 NM0125.an estimated accuracy of +/- 6 seconds.
 NM0125
 NM0125.The orthometric height was determined by differential leveling
 NM0125.and adjusted by the National Geodetic Survey in June 1991..
 NM0125.WARNING-Repeat measurements at this control monument indicate possible
 NM0125.vertical movement.
 NM0125
 NM0125.The geoid height was determined by GEOID03.
 NM0125
 NM0125.The dynamic height is computed by dividing the NAVD 88
 NM0125.geopotential number by the normal gravity value computed on the
 NM0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0125.degrees latitude (g = 980.6199 gals.).
 NM0125
 NM0125.The modeled gravity was interpolated from observed gravity values.
 NM0125
 NM0125;                    North         East    Units  Estimated Accuracy
 NM0125;SPC IA N     - 1,087,790.    1,273,310.      MT  (+/- 180 meters Scaled)
 NM0125
 NM0125                          SUPERSEDED SURVEY CONTROL
 NM0125
 NM0125  NGVD 29 (??/??/92)  327.309  (m)         1073.85   (f) ADJ UNCH    1 2
 NM0125
 NM0125.Superseded values are not recommended for survey control.
 NM0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0125.See file dsdata.txt to determine how the superseded data were derived.
 NM0125
 NM0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM270820(NAD 83)
 NM0125_MARKER: DB = BENCH MARK DISK
 NM0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0125_SP_SET: CONCRETE POST
 NM0125_STAMPING: J 129 1948
 NM0125_MARK LOGO: CGS   
 NM0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0125+STABILITY: SURFACE MOTION
 NM0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0125+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1989
 NM0125
 NM0125  HISTORY     - Date     Condition        Report By
 NM0125  HISTORY     - 1948     MONUMENTED       CGS
 NM0125  HISTORY     - 19890911 GOOD             NGS
 NM0125
 NM0125                          STATION DESCRIPTION
 NM0125
 NM0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0125'2 MI NW FROM SLOAN.
 NM0125'2.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0125'FROM THE STATION AT SLOAN, 211.8 FEET NORTHWEST OF RAILROAD
 NM0125'SEMAPHORE 118, 156.0 FEET SOUTHEAST OF THE CENTER LINE OF AN
 NM0125'EAST AND WEST ROAD WHICH CROSSES THE RAILROAD AND HIGHWAY, 125.0
 NM0125'FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 75, 45.4
 NM0125'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.0 FOOT NORTHEAST OF
 NM0125'A FENCE, 1.0 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF
 NM0125'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 NM0125
 NM0125                          STATION RECOVERY (1989)
 NM0125
 NM0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0125'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. CHANGE--2.0
 NM0125'MILES, TO 3.7 KM (2.30 MI), AND STATION, TO STATE HIGHWAY 141.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0142 ***********************************************************************
 NL0142  DESIGNATION -  J 13
 NL0142  PID         -  NL0142
 NL0142  STATE/COUNTY-  IA/CALHOUN
 NL0142  USGS QUAD   -  RICHARD (1980)
 NL0142
 NL0142                         *CURRENT SURVEY CONTROL
 NL0142  ___________________________________________________________________
 NL0142* NAD 83(1986)-  42 24 21.     (N)    094 35 32.     (W)     SCALED    
 NL0142* NAVD 88     -       366.619  (meters)    1202.82   (feet)  ADJUSTED  
 NL0142  ___________________________________________________________________
 NL0142  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 NL0142  DYNAMIC HT  -         366.481 (meters)    1202.36  (feet)  COMP
 NL0142  MODELED GRAV-     980,234.7   (mgal)                       NAVD 88
 NL0142
 NL0142  VERT ORDER  -  FIRST     CLASS II
 NL0142
 NL0142.The horizontal coordinates were scaled from a topographic map and have
 NL0142.an estimated accuracy of +/- 6 seconds.
 NL0142
 NL0142.The orthometric height was determined by differential leveling
 NL0142.and adjusted by the National Geodetic Survey in June 1991..
 NL0142
 NL0142.The geoid height was determined by GEOID03.
 NL0142
 NL0142.The dynamic height is computed by dividing the NAVD 88
 NL0142.geopotential number by the normal gravity value computed on the
 NL0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0142.degrees latitude (g = 980.6199 gals.).
 NL0142
 NL0142.The modeled gravity was interpolated from observed gravity values.
 NL0142
 NL0142;                    North         East    Units  Estimated Accuracy
 NL0142;SPC IA N     - 1,101,200.    1,410,090.      MT  (+/- 180 meters Scaled)
 NL0142
 NL0142                          SUPERSEDED SURVEY CONTROL
 NL0142
 NL0142  NGVD 29 (??/??/92)  366.539  (m)         1202.55   (f) ADJ UNCH    1 2
 NL0142
 NL0142.Superseded values are not recommended for survey control.
 NL0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0142.See file dsdata.txt to determine how the superseded data were derived.
 NL0142
 NL0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG689960(NAD 83)
 NL0142_MARKER: DB = BENCH MARK DISK
 NL0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0142_STAMPING: 1202.553 J 13 1933
 NL0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0142+STABILITY: SURFACE MOTION
 NL0142
 NL0142  HISTORY     - Date     Condition        Report By
 NL0142  HISTORY     - 1933     MONUMENTED       CGS
 NL0142  HISTORY     - 1934     GOOD             NGS
 NL0142
 NL0142                          STATION DESCRIPTION
 NL0142
 NL0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0142'2 MI NE FROM ROCKWELL CITY.
 NL0142'2 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 NL0142'ROCKWELL CITY, CALHOUN COUNTY, 300 YARDS NORTHEAST OF MILEPOST
 NL0142'398, 47 FEET WEST OF POLE E 50, AT A DIRT ROAD CROSSING, 29.5
 NL0142'FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 11 FEET SOUTHEAST
 NL0142'OF THE SOUTHEAST RAIL, AND 38 FEET NORTHWEST OF THE
 NL0142'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1202.553 J 13
 NL0142'1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0590 ***********************************************************************
 MJ0590  DESIGNATION -  J 130
 MJ0590  PID         -  MJ0590
 MJ0590  STATE/COUNTY-  IA/MILLS
 MJ0590  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0590
 MJ0590                         *CURRENT SURVEY CONTROL
 MJ0590  ___________________________________________________________________
 MJ0590* NAD 83(1986)-  41 06 23.     (N)    095 49 07.     (W)     SCALED    
 MJ0590* NAVD 88     -       296.417  (meters)     972.49   (feet)  ADJUSTED  
 MJ0590  ___________________________________________________________________
 MJ0590  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 MJ0590  DYNAMIC HT  -         296.295 (meters)     972.09  (feet)  COMP
 MJ0590  MODELED GRAV-     980,202.8   (mgal)                       NAVD 88
 MJ0590
 MJ0590  VERT ORDER  -  FIRST     CLASS II
 MJ0590
 MJ0590.The horizontal coordinates were scaled from a topographic map and have
 MJ0590.an estimated accuracy of +/- 6 seconds.
 MJ0590
 MJ0590.The orthometric height was determined by differential leveling
 MJ0590.and adjusted by the National Geodetic Survey in June 1991..
 MJ0590
 MJ0590.The geoid height was determined by GEOID03.
 MJ0590
 MJ0590.The dynamic height is computed by dividing the NAVD 88
 MJ0590.geopotential number by the normal gravity value computed on the
 MJ0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0590.degrees latitude (g = 980.6199 gals.).
 MJ0590
 MJ0590.The modeled gravity was interpolated from observed gravity values.
 MJ0590
 MJ0590;                    North         East    Units  Estimated Accuracy
 MJ0590;SPC IA S     -   125,460.      305,270.      MT  (+/- 180 meters Scaled)
 MJ0590
 MJ0590                          SUPERSEDED SURVEY CONTROL
 MJ0590
 MJ0590  NGVD 29 (??/??/92)  296.325  (m)          972.19   (f) ADJ UNCH    1 2
 MJ0590
 MJ0590.Superseded values are not recommended for survey control.
 MJ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0590.See file dsdata.txt to determine how the superseded data were derived.
 MJ0590
 MJ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF633543(NAD 83)
 MJ0590_MARKER: DB = BENCH MARK DISK
 MJ0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0590+STABILITY: SURFACE MOTION
 MJ0590
 MJ0590  HISTORY     - Date     Condition        Report By
 MJ0590  HISTORY     - UNK      MONUMENTED       CGS
 MJ0590  HISTORY     - 1956     MARK NOT FOUND   NGS
 MJ0590  HISTORY     - 19890725 MARK NOT FOUND   NGS
 MJ0590
 MJ0590                          STATION DESCRIPTION
 MJ0590
 MJ0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MJ0590'6.4 MI N FROM PACIFIC JUNCTION.
 MJ0590'6.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MJ0590'RAILROAD FROM THE RAILROD CROSSING AT PACIFIC JUNCTION, THENCE
 MJ0590'300.0 FEET EAST ALONG A DIRT ROAD, 0.6 MILE NORTH OF FOLSOM
 MJ0590'STORE, AT A JUNCTION OF A DIRT ROAD LEADING EAST UP A RAVINE,
 MJ0590'138.5 FEET SOUTH OF THE CENTER OF A JUNCTION OF A DIRT ROAD
 MJ0590'LEADING WEST ACROSS THE RAILROAD, 135.0 FEET SOUTHWEST OF THE
 MJ0590'MOST SOUTHERLY ONE IN A NORTH-SOUTH ROW OF 5 CATALPUA TREES
 MJ0590'IN FRONT OF THE HOME OF A.A. HAGER, 89.0 FEET SOUTH OF THE
 MJ0590'SOUTHEAST CORNER OF A WOODEN BRIDGE OVER A DITCH, 37.8 FEET
 MJ0590'SOUTH OF THE CENTERLINE OF THE DIRT ROAD LEADING EAST, 22.9
 MJ0590'FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD, 1.5 FEET WEST
 MJ0590'OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MJ0590'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  BENCH MARK IS 1.0
 MJ0590'MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND PACIFIC RAILROAD
 MJ0590'FROM BENCH MARK B 133.
 MJ0590
 MJ0590                          STATION RECOVERY (1989)
 MJ0590
 MJ0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1127 ***********************************************************************
 LF1127  DESIGNATION -  J 131
 LF1127  PID         -  LF1127
 LF1127  STATE/COUNTY-  IA/MILLS
 LF1127  USGS QUAD   -  ROCK BLUFF (1984)
 LF1127
 LF1127                         *CURRENT SURVEY CONTROL
 LF1127  ___________________________________________________________________
 LF1127* NAD 83(1986)-  40 54 59.     (N)    095 48 15.     (W)     SCALED    
 LF1127* NAVD 88     -       289.156  (meters)     948.67   (feet)  ADJUSTED  
 LF1127  ___________________________________________________________________
 LF1127  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 LF1127  DYNAMIC HT  -         289.029 (meters)     948.26  (feet)  COMP
 LF1127  MODELED GRAV-     980,176.8   (mgal)                       NAVD 88
 LF1127
 LF1127  VERT ORDER  -  SECOND    CLASS 0
 LF1127
 LF1127.The horizontal coordinates were scaled from a topographic map and have
 LF1127.an estimated accuracy of +/- 6 seconds.
 LF1127
 LF1127.The orthometric height was determined by differential leveling
 LF1127.and adjusted by the National Geodetic Survey in June 1991..
 LF1127
 LF1127.The geoid height was determined by GEOID03.
 LF1127
 LF1127.The dynamic height is computed by dividing the NAVD 88
 LF1127.geopotential number by the normal gravity value computed on the
 LF1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1127.degrees latitude (g = 980.6199 gals.).
 LF1127
 LF1127.The modeled gravity was interpolated from observed gravity values.
 LF1127
 LF1127;                    North         East    Units  Estimated Accuracy
 LF1127;SPC IA S     -   104,330.      305,920.      MT  (+/- 180 meters Scaled)
 LF1127
 LF1127                          SUPERSEDED SURVEY CONTROL
 LF1127
 LF1127  NGVD 29 (??/??/92)  289.072  (m)          948.40   (f) ADJ UNCH    2 0
 LF1127
 LF1127.Superseded values are not recommended for survey control.
 LF1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1127.See file dsdata.txt to determine how the superseded data were derived.
 LF1127
 LF1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF638332(NAD 83)
 LF1127_MARKER: DB = BENCH MARK DISK
 LF1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1127_STAMPING: J 131 1948
 LF1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1127+STABILITY: SURFACE MOTION
 LF1127
 LF1127  HISTORY     - Date     Condition        Report By
 LF1127  HISTORY     - 1948     MONUMENTED       CGS
 LF1127  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF1127
 LF1127                          STATION DESCRIPTION
 LF1127
 LF1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1127'2.4 MI NW FROM BARTLETT.
 LF1127'2.25 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1127'FROM THE STATION AT BARTLETT, THENCE 0.15 MILE WEST ALONG A DIRT
 LF1127'ROAD, THENCE 0.4 MILE SOUTH ALONG A GRAVEL ROAD (COUNTY ROAD G),
 LF1127'AT A T-JUNCTION OF A ROAD LEADING WEST, 121.3 FEET SOUTH OF THE
 LF1127'SOUTHEAST CORNER OF A FARMHOUSE, 48.0 FEET WEST OF THE CENTER LINE
 LF1127'OF THE NORTH-SOUTH ROAD, 20.0 FEET SOUTH OF THE CENTER LINE OF
 LF1127'THE DIRT ROAD LEADING WEST, 3.0 FEET WEST OF A TELEPHONE POLE,
 LF1127'3.0 FEET SOUTH OF A 4 X 4 REFERENCE POST, IN A FENCE CORNER, SET
 LF1127'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 LF1127'GROUND.  NOTE-- MARK IS 0.8 MILE NORTH OF TRIANGULATION STATION
 LF1127'BARTLETT 1947.
 LF1127
 LF1127                          STATION RECOVERY (1989)
 LF1127
 LF1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0822 ***********************************************************************
 MJ0822  DESIGNATION -  J 132
 MJ0822  PID         -  MJ0822
 MJ0822  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0822  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0822
 MJ0822                         *CURRENT SURVEY CONTROL
 MJ0822  ___________________________________________________________________
 MJ0822* NAD 83(1986)-  41 11 22.     (N)    095 54 32.     (W)     SCALED    
 MJ0822* NAVD 88     -       296.066  (meters)     971.34   (feet)  ADJUSTED  
 MJ0822  ___________________________________________________________________
 MJ0822  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 MJ0822  DYNAMIC HT  -         295.945 (meters)     970.95  (feet)  COMP
 MJ0822  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 MJ0822
 MJ0822  VERT ORDER  -  SECOND    CLASS 0
 MJ0822
 MJ0822.The horizontal coordinates were scaled from a topographic map and have
 MJ0822.an estimated accuracy of +/- 6 seconds.
 MJ0822
 MJ0822.The orthometric height was determined by differential leveling
 MJ0822.and adjusted by the National Geodetic Survey in June 1991..
 MJ0822
 MJ0822.The geoid height was determined by GEOID03.
 MJ0822
 MJ0822.The dynamic height is computed by dividing the NAVD 88
 MJ0822.geopotential number by the normal gravity value computed on the
 MJ0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0822.degrees latitude (g = 980.6199 gals.).
 MJ0822
 MJ0822.The modeled gravity was interpolated from observed gravity values.
 MJ0822
 MJ0822;                    North         East    Units  Estimated Accuracy
 MJ0822;SPC IA S     -   134,880.      297,950.      MT  (+/- 180 meters Scaled)
 MJ0822
 MJ0822                          SUPERSEDED SURVEY CONTROL
 MJ0822
 MJ0822  NGVD 29 (??/??/92)  295.952  (m)          970.97   (f) ADJ UNCH    2 0
 MJ0822
 MJ0822.Superseded values are not recommended for survey control.
 MJ0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0822.See file dsdata.txt to determine how the superseded data were derived.
 MJ0822
 MJ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF560638(NAD 83)
 MJ0822_MARKER: DB = BENCH MARK DISK
 MJ0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0822_STAMPING: J 132 1948
 MJ0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0822+STABILITY: SURFACE MOTION
 MJ0822
 MJ0822  HISTORY     - Date     Condition        Report By
 MJ0822  HISTORY     - 1948     MONUMENTED       CGS
 MJ0822
 MJ0822                          STATION DESCRIPTION
 MJ0822
 MJ0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0822'3.3 MI SE FROM SOUTH OMAHA.
 MJ0822'1.65 MILES EAST ALONG U.S. HIGHWAY 275 FROM THE WEST END OF
 MJ0822'THE SOUTH OMAHA BRIDGE OVER THE MISSOURI RIVER AT SOUTH OMAHA,
 MJ0822'THENCE 1.4 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.25 MILE WEST
 MJ0822'ALONG A DIRT ROAD, 45.1 FEET EAST OF THE NORTHEAST CORNER OF
 MJ0822'THE WHITE FRAME HOME OF DEAN ADKINS, 24.0 FEET NORTH OF THE
 MJ0822'EXTENSION TO THE WEST OF THE CENTER LINE OF THE PRIVATE ROAD
 MJ0822'LEADING EAST 0.25 MILE TO THE MAIN ROAD, 14.4 FEET WEST OF THE
 MJ0822'NORTHEAST CORNER POST FOR THE YARD FENCE AROUND THE ADKINS HOME,
 MJ0822'10.0 FEET EAST OF A 10-INCH WALNUT TREE, 7.0 FEET SOUTH OF THE
 MJ0822'FARM DRIVE LEADING TO THE ADKINS FARM BUILDINGS, 1.5 FEET WEST
 MJ0822'OF A 4 X 4 REFERENCE POST, 1.0 FOOT NORTH OF A FENCE LINE, SET
 MJ0822'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MJ0822'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1165 ***********************************************************************
 LF1165  DESIGNATION -  J 133
 LF1165  PID         -  LF1165
 LF1165  STATE/COUNTY-  IA/FREMONT
 LF1165  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1165
 LF1165                         *CURRENT SURVEY CONTROL
 LF1165  ___________________________________________________________________
 LF1165* NAD 83(1986)-  40 44 38.     (N)    095 51 40.     (W)     SCALED    
 LF1165* NAVD 88     -       283.132  (meters)     928.91   (feet)  ADJUSTED  
 LF1165  ___________________________________________________________________
 LF1165  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 LF1165  DYNAMIC HT  -         282.986 (meters)     928.43  (feet)  COMP
 LF1165  MODELED GRAV-     980,102.4   (mgal)                       NAVD 88
 LF1165
 LF1165  VERT ORDER  -  SECOND    CLASS 0
 LF1165
 LF1165.The horizontal coordinates were scaled from a topographic map and have
 LF1165.an estimated accuracy of +/- 6 seconds.
 LF1165
 LF1165.The orthometric height was determined by differential leveling
 LF1165.and adjusted by the National Geodetic Survey in June 1991..
 LF1165
 LF1165.The geoid height was determined by GEOID03.
 LF1165
 LF1165.The dynamic height is computed by dividing the NAVD 88
 LF1165.geopotential number by the normal gravity value computed on the
 LF1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1165.degrees latitude (g = 980.6199 gals.).
 LF1165
 LF1165.The modeled gravity was interpolated from observed gravity values.
 LF1165
 LF1165;                    North         East    Units  Estimated Accuracy
 LF1165;SPC IA S     -    85,310.      300,610.      MT  (+/- 180 meters Scaled)
 LF1165
 LF1165                          SUPERSEDED SURVEY CONTROL
 LF1165
 LF1165  NGVD 29 (??/??/92)  283.039  (m)          928.60   (f) ADJ UNCH    2 0
 LF1165
 LF1165.Superseded values are not recommended for survey control.
 LF1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1165.See file dsdata.txt to determine how the superseded data were derived.
 LF1165
 LF1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF584142(NAD 83)
 LF1165_MARKER: DB = BENCH MARK DISK
 LF1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1165_STAMPING: J 133 1948
 LF1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1165+STABILITY: SURFACE MOTION
 LF1165
 LF1165  HISTORY     - Date     Condition        Report By
 LF1165  HISTORY     - 1948     MONUMENTED       CGS
 LF1165
 LF1165                          STATION DESCRIPTION
 LF1165
 LF1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1165'4 MI NW FROM PERCIVAL.
 LF1165'0.5 MILE NORTH ALONG A TAR ROAD FROM THE PERCIVAL SCHOOL AT
 LF1165'PERCIVAL, THENCE 2.0 MILES WEST ALONG A GRAVEL ROAD, THENCE
 LF1165'1.0 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.5 MILE WEST ALONG
 LF1165'A DIRT SECTION LINE ROAD, AT THE JUNCTION OF A TRAIL LEADING
 LF1165'NORTH ALONG A SECTION LINE, 27.0 FEET NORTH OF THE CENTER LINE
 LF1165'OF THE EAST-WEST ROAD, 22.0 FEET EAST OF THE CENTER LINE OF
 LF1165'THE TRAIL LEADING NORTH, SET IN THE TOP OF A CONCRETE POST
 LF1165'PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- MARK IS 0.3 MILE
 LF1165'NORTH AND 0.5 MILE WEST OF BENCH MARK E 133.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1179 ***********************************************************************
 LF1179  DESIGNATION -  J 134
 LF1179  PID         -  LF1179
 LF1179  STATE/COUNTY-  IA/FREMONT
 LF1179  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1179
 LF1179                         *CURRENT SURVEY CONTROL
 LF1179  ___________________________________________________________________
 LF1179* NAD 83(1986)-  40 42 14.     (N)    095 50 12.     (W)     SCALED    
 LF1179* NAVD 88     -       280.577  (meters)     920.53   (feet)  ADJUSTED  
 LF1179  ___________________________________________________________________
 LF1179  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LF1179  DYNAMIC HT  -         280.430 (meters)     920.04  (feet)  COMP
 LF1179  MODELED GRAV-     980,096.5   (mgal)                       NAVD 88
 LF1179
 LF1179  VERT ORDER  -  SECOND    CLASS 0
 LF1179
 LF1179.The horizontal coordinates were scaled from a topographic map and have
 LF1179.an estimated accuracy of +/- 6 seconds.
 LF1179
 LF1179.The orthometric height was determined by differential leveling
 LF1179.and adjusted by the National Geodetic Survey in June 1991..
 LF1179
 LF1179.The geoid height was determined by GEOID03.
 LF1179
 LF1179.The dynamic height is computed by dividing the NAVD 88
 LF1179.geopotential number by the normal gravity value computed on the
 LF1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1179.degrees latitude (g = 980.6199 gals.).
 LF1179
 LF1179.The modeled gravity was interpolated from observed gravity values.
 LF1179
 LF1179;                    North         East    Units  Estimated Accuracy
 LF1179;SPC IA S     -    80,820.      302,550.      MT  (+/- 180 meters Scaled)
 LF1179
 LF1179                          SUPERSEDED SURVEY CONTROL
 LF1179
 LF1179  NGVD 29 (??/??/92)  280.476  (m)          920.20   (f) ADJ UNCH    2 0
 LF1179
 LF1179.Superseded values are not recommended for survey control.
 LF1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1179.See file dsdata.txt to determine how the superseded data were derived.
 LF1179
 LF1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF603097(NAD 83)
 LF1179_MARKER: DB = BENCH MARK DISK
 LF1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1179_STAMPING: J 134 1948
 LF1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1179+STABILITY: SURFACE MOTION
 LF1179
 LF1179  HISTORY     - Date     Condition        Report By
 LF1179  HISTORY     - 1948     MONUMENTED       CGS
 LF1179
 LF1179                          STATION DESCRIPTION
 LF1179
 LF1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1179'2 MI NE FROM NEBRASKA CITY.
 LF1179'0.15 MILE EAST ALONG IOWA STATE HIGHWAY 2 FROM THE EAST END OF
 LF1179'THE NEBRASKA CITY BRIDGE AT NEBRASKA CITY, NEBRASKA, THENCE 1.85
 LF1179'MILES NORTH ALONG A DIRT ROAD KNOWN AS RICKETTS SCHOOL ROAD,
 LF1179'0.4 MILE NORTH OF A TURN IN THE ROAD, AT A JUNCTION OF A DIRT
 LF1179'ROAD (DYKE ROAD 894) LEADING WEST, ON THE INSIDE OF A BARBED
 LF1179'WIRE FENCE CORNER, 29.0 FEET NORTH OF THE CENTER LINE OF THE
 LF1179'ROAD LEADING WEST, 28.5 FEET WEST OF THE CENTER LINE OF THE
 LF1179'NORTH-SOUTH DIRT ROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 LF1179'PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- MARK IS 1.0 FOOT
 LF1179'EAST OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0984 ***********************************************************************
 LF0984  DESIGNATION -  J 135
 LF0984  PID         -  LF0984
 LF0984  STATE/COUNTY-  IA/FREMONT
 LF0984  USGS QUAD   -  HAMBURG (1984)
 LF0984
 LF0984                         *CURRENT SURVEY CONTROL
 LF0984  ___________________________________________________________________
 LF0984* NAD 83(1986)-  40 36 00.     (N)    095 42 01.     (W)     SCALED    
 LF0984* NAVD 88     -       276.462  (meters)     907.03   (feet)  ADJUSTED  
 LF0984  ___________________________________________________________________
 LF0984  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LF0984  DYNAMIC HT  -         276.316 (meters)     906.55  (feet)  COMP
 LF0984  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 LF0984
 LF0984  VERT ORDER  -  SECOND    CLASS 0
 LF0984
 LF0984.The horizontal coordinates were scaled from a topographic map and have
 LF0984.an estimated accuracy of +/- 6 seconds.
 LF0984
 LF0984.The orthometric height was determined by differential leveling
 LF0984.and adjusted by the National Geodetic Survey in June 1991..
 LF0984
 LF0984.The geoid height was determined by GEOID03.
 LF0984
 LF0984.The dynamic height is computed by dividing the NAVD 88
 LF0984.geopotential number by the normal gravity value computed on the
 LF0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0984.degrees latitude (g = 980.6199 gals.).
 LF0984
 LF0984.The modeled gravity was interpolated from observed gravity values.
 LF0984
 LF0984;                    North         East    Units  Estimated Accuracy
 LF0984;SPC IA S     -    68,990.      313,780.      MT  (+/- 180 meters Scaled)
 LF0984
 LF0984                          SUPERSEDED SURVEY CONTROL
 LF0984
 LF0984  NGVD 29 (??/??/92)  276.362  (m)          906.70   (f) ADJ UNCH    2 0
 LF0984
 LF0984.Superseded values are not recommended for survey control.
 LF0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0984.See file dsdata.txt to determine how the superseded data were derived.
 LF0984
 LF0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE715978(NAD 83)
 LF0984_MARKER: DB = BENCH MARK DISK
 LF0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0984_STAMPING: J 135 1948
 LF0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0984+STABILITY: SURFACE MOTION
 LF0984
 LF0984  HISTORY     - Date     Condition        Report By
 LF0984  HISTORY     - 1948     MONUMENTED       CGS
 LF0984  HISTORY     - 1966     MARK NOT FOUND   USGS
 LF0984
 LF0984                          STATION DESCRIPTION
 LF0984
 LF0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0984'2.2 MI NW FROM HAMBURG.
 LF0984'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0984'RAILROAD FROM THE STATION AT HAMBURG, THENCE 1.5 MILES WEST
 LF0984'ALONG A TAR ROAD, 0.8 MILE EAST OF THE BELCHER SCHOOL, AT THE
 LF0984'HAMBURG AIRPORT, 21.3 FEET EAST OF A WIND SOCK POLE, 0.5 FOOT
 LF0984'NORTHWEST OF THE SOUTHWEST CORNER OF THE MOST WESTERLY HANGAR,
 LF0984'0.5 FOOT WEST OF THE WEST SIDE OF THE HANGAR, SET IN THE TOP OF
 LF0984'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- THE
 LF0984'HAMBURG AIRPORT IS ON THE PROPERTY OF AND NEAR THE HOME OF A
 LF0984'MR. HOOVER.
 LF0984
 LF0984                          STATION RECOVERY (1966)
 LF0984
 LF0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LF0984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0220 ***********************************************************************
 MK0220  DESIGNATION -  J 136
 MK0220  PID         -  MK0220
 MK0220  STATE/COUNTY-  IA/HARRISON
 MK0220  USGS QUAD   -  MODALE (1970)
 MK0220
 MK0220                         *CURRENT SURVEY CONTROL
 MK0220  ___________________________________________________________________
 MK0220* NAD 83(1986)-  41 33 56.     (N)    096 02 18.     (W)     SCALED    
 MK0220* NAVD 88     -       306.880  (meters)    1006.82   (feet)  ADJUSTED  
 MK0220  ___________________________________________________________________
 MK0220  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 MK0220  DYNAMIC HT  -         306.741 (meters)    1006.37  (feet)  COMP
 MK0220  MODELED GRAV-     980,162.6   (mgal)                       NAVD 88
 MK0220
 MK0220  VERT ORDER  -  SECOND    CLASS 0
 MK0220
 MK0220.The horizontal coordinates were scaled from a topographic map and have
 MK0220.an estimated accuracy of +/- 6 seconds.
 MK0220
 MK0220.The orthometric height was determined by differential leveling
 MK0220.and adjusted by the National Geodetic Survey in June 1991..
 MK0220
 MK0220.The geoid height was determined by GEOID03.
 MK0220
 MK0220.The dynamic height is computed by dividing the NAVD 88
 MK0220.geopotential number by the normal gravity value computed on the
 MK0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0220.degrees latitude (g = 980.6199 gals.).
 MK0220
 MK0220.The modeled gravity was interpolated from observed gravity values.
 MK0220
 MK0220;                    North         East    Units  Estimated Accuracy
 MK0220;SPC IA S     -   176,940.      288,310.      MT  (+/- 180 meters Scaled)
 MK0220
 MK0220                          SUPERSEDED SURVEY CONTROL
 MK0220
 MK0220  NGVD 29 (??/??/92)  306.736  (m)         1006.35   (f) ADJ UNCH    2 0
 MK0220
 MK0220.Superseded values are not recommended for survey control.
 MK0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0220.See file dsdata.txt to determine how the superseded data were derived.
 MK0220
 MK0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM469057(NAD 83)
 MK0220_MARKER: DB = BENCH MARK DISK
 MK0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0220_STAMPING: J 136 1948
 MK0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0220+STABILITY: SURFACE MOTION
 MK0220
 MK0220  HISTORY     - Date     Condition        Report By
 MK0220  HISTORY     - 1948     MONUMENTED       CGS
 MK0220
 MK0220                          STATION DESCRIPTION
 MK0220
 MK0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0220'4.6 MI NW FROM CALIFORNIA JUNCTION.
 MK0220'2.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0220'THE STATION AT CALIFORNIA JUNCTION, THENCE 0.2 MILE NORTH ALONG
 MK0220'A DIRT ROAD, THENCE 1.3 MILES EASTERLY ALONG A DIRT ROAD, THENCE
 MK0220'0.35 MILE WEST ALONG A DIRT ROAD, AT A FARMHOUSE, ON THE OUTSIDE
 MK0220'OF A 90-DEGREE TURN IN THE ROAD WITH TANGENTS LEADING NORTH AND
 MK0220'EAST, 44.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 MK0220'29.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 24.0 FEET
 MK0220'SOUTHWEST OF A FORKED ELM TREE, 2.0 FEET NORTHEAST OF A 3-WAY
 MK0220'CORNER FENCE POST, 1.7 FEET WEST OF A REFERENCE POST, SET IN
 MK0220'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0230 ***********************************************************************
 MK0230  DESIGNATION -  J 137
 MK0230  PID         -  MK0230
 MK0230  STATE/COUNTY-  IA/HARRISON
 MK0230  USGS QUAD   -  MODALE (1970)
 MK0230
 MK0230                         *CURRENT SURVEY CONTROL
 MK0230  ___________________________________________________________________
 MK0230* NAD 83(1986)-  41 36 19.     (N)    096 04 44.     (W)     SCALED    
 MK0230* NAVD 88     -       308.402  (meters)    1011.82   (feet)  ADJUSTED  
 MK0230  ___________________________________________________________________
 MK0230  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 MK0230  DYNAMIC HT  -         308.266 (meters)    1011.37  (feet)  COMP
 MK0230  MODELED GRAV-     980,175.5   (mgal)                       NAVD 88
 MK0230
 MK0230  VERT ORDER  -  SECOND    CLASS 0
 MK0230
 MK0230.The horizontal coordinates were scaled from a topographic map and have
 MK0230.an estimated accuracy of +/- 6 seconds.
 MK0230
 MK0230.The orthometric height was determined by differential leveling
 MK0230.and adjusted by the National Geodetic Survey in June 1991..
 MK0230
 MK0230.The geoid height was determined by GEOID03.
 MK0230
 MK0230.The dynamic height is computed by dividing the NAVD 88
 MK0230.geopotential number by the normal gravity value computed on the
 MK0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0230.degrees latitude (g = 980.6199 gals.).
 MK0230
 MK0230.The modeled gravity was interpolated from observed gravity values.
 MK0230
 MK0230;                    North         East    Units  Estimated Accuracy
 MK0230;SPC IA S     -   181,450.      285,060.      MT  (+/- 180 meters Scaled)
 MK0230
 MK0230                          SUPERSEDED SURVEY CONTROL
 MK0230
 MK0230  NGVD 29 (??/??/92)  308.255  (m)         1011.33   (f) ADJ UNCH    2 0
 MK0230
 MK0230.Superseded values are not recommended for survey control.
 MK0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0230.See file dsdata.txt to determine how the superseded data were derived.
 MK0230
 MK0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM434100(NAD 83)
 MK0230_MARKER: DB = BENCH MARK DISK
 MK0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0230_STAMPING: J 137 1948
 MK0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0230+STABILITY: SURFACE MOTION
 MK0230
 MK0230  HISTORY     - Date     Condition        Report By
 MK0230  HISTORY     - 1948     MONUMENTED       CGS
 MK0230
 MK0230                          STATION DESCRIPTION
 MK0230
 MK0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0230'4.3 MI W FROM MODALE.
 MK0230'1.0 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE MODALE
 MK0230'CONSOLIDATED SCHOOL AT MODALE, THENCE 3.2 MILES WEST ALONG A
 MK0230'DIRT ROAD, THENCE 0.1 MILE NORTH ALONG A DIRT ROAD, JUST NORTH
 MK0230'OF WHERE THE ROAD MAKES A SLIGHT U TURN, 62.0 FEET WEST OF THE
 MK0230'CENTER LINE OF THE ROAD, 21.0 FEET NORTHWEST OF THE CENTER
 MK0230'LINE OF A WOODS ROAD LEADING SOUTHWEST INTO THE WOODS, 5.4 FEET
 MK0230'NORTHEAST OF A LARGE FORKED COTTONWOOD TREE, 1.5 FEET EAST OF
 MK0230'A REFERENCE POST, SET IN TOP OF A CONCRETE PROJECTING 0.4 FOOT
 MK0230'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0721 ***********************************************************************
 MJ0721  DESIGNATION -  J 138
 MJ0721  PID         -  MJ0721
 MJ0721  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0721  USGS QUAD   -  LOVELAND (1994)
 MJ0721
 MJ0721                         *CURRENT SURVEY CONTROL
 MJ0721  ___________________________________________________________________
 MJ0721* NAD 83(1986)-  41 25 37.     (N)    095 55 07.     (W)     SCALED    
 MJ0721* NAVD 88     -       302.486  (meters)     992.41   (feet)  ADJUSTED  
 MJ0721  ___________________________________________________________________
 MJ0721  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 MJ0721  DYNAMIC HT  -         302.348 (meters)     991.95  (feet)  COMP
 MJ0721  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 MJ0721
 MJ0721  VERT ORDER  -  SECOND    CLASS 0
 MJ0721
 MJ0721.The horizontal coordinates were scaled from a topographic map and have
 MJ0721.an estimated accuracy of +/- 6 seconds.
 MJ0721
 MJ0721.The orthometric height was determined by differential leveling
 MJ0721.and adjusted by the National Geodetic Survey in June 1991..
 MJ0721
 MJ0721.The geoid height was determined by GEOID03.
 MJ0721
 MJ0721.The dynamic height is computed by dividing the NAVD 88
 MJ0721.geopotential number by the normal gravity value computed on the
 MJ0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0721.degrees latitude (g = 980.6199 gals.).
 MJ0721
 MJ0721.The modeled gravity was interpolated from observed gravity values.
 MJ0721
 MJ0721;                    North         East    Units  Estimated Accuracy
 MJ0721;SPC IA S     -   161,270.      297,860.      MT  (+/- 180 meters Scaled)
 MJ0721
 MJ0721                          SUPERSEDED SURVEY CONTROL
 MJ0721
 MJ0721  NGVD 29 (??/??/92)  302.351  (m)          991.96   (f) ADJ UNCH    2 0
 MJ0721
 MJ0721.Superseded values are not recommended for survey control.
 MJ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0721.See file dsdata.txt to determine how the superseded data were derived.
 MJ0721
 MJ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF561902(NAD 83)
 MJ0721_MARKER: DB = BENCH MARK DISK
 MJ0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0721_STAMPING: J 138 1948
 MJ0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0721+STABILITY: SURFACE MOTION
 MJ0721
 MJ0721  HISTORY     - Date     Condition        Report By
 MJ0721  HISTORY     - 1948     MONUMENTED       CGS
 MJ0721
 MJ0721                          STATION DESCRIPTION
 MJ0721
 MJ0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0721'6.9 MI NW FROM CRESCENT.
 MJ0721'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0721'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.6
 MJ0721'MILES NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 MJ0721'DIRT ROAD, THENCE 3.0 MILES NORTH ALONG A DIRT ROAD, AT A FARMHOUSE,
 MJ0721'85.0 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 MJ0721'103.0 FEET NORTHWEST OF THE INTERSECTION OF THE CENTER LINES OF THE
 MJ0721'NORTH-SOUTH ROAD AND A SIDE ROAD LEADING EAST, 45.0 FEET WEST OF THE
 MJ0721'CENTER LINE OF THE NORTH-SOUTH ROAD, 1.0 FOOT SOUTH OF A FENCE,
 MJ0721'1.4 FEET EAST OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 MJ0721'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0770 ***********************************************************************
 MJ0770  DESIGNATION -  J 139
 MJ0770  PID         -  MJ0770
 MJ0770  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0770  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0770
 MJ0770                         *CURRENT SURVEY CONTROL
 MJ0770  ___________________________________________________________________
 MJ0770* NAD 83(1986)-  41 16 35.     (N)    095 53 22.     (W)     SCALED    
 MJ0770* NAVD 88     -       303.832  (meters)     996.82   (feet)  ADJUSTED  
 MJ0770  ___________________________________________________________________
 MJ0770  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 MJ0770  DYNAMIC HT  -         303.706 (meters)     996.41  (feet)  COMP
 MJ0770  MODELED GRAV-     980,200.6   (mgal)                       NAVD 88
 MJ0770
 MJ0770  VERT ORDER  -  SECOND    CLASS 0
 MJ0770
 MJ0770.The horizontal coordinates were scaled from a topographic map and have
 MJ0770.an estimated accuracy of +/- 6 seconds.
 MJ0770
 MJ0770.The orthometric height was determined by differential leveling
 MJ0770.and adjusted by the National Geodetic Survey in June 1991..
 MJ0770
 MJ0770.The geoid height was determined by GEOID03.
 MJ0770
 MJ0770.The dynamic height is computed by dividing the NAVD 88
 MJ0770.geopotential number by the normal gravity value computed on the
 MJ0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0770.degrees latitude (g = 980.6199 gals.).
 MJ0770
 MJ0770.The modeled gravity was interpolated from observed gravity values.
 MJ0770
 MJ0770;                    North         East    Units  Estimated Accuracy
 MJ0770;SPC IA S     -   144,490.      299,840.      MT  (+/- 180 meters Scaled)
 MJ0770
 MJ0770                          SUPERSEDED SURVEY CONTROL
 MJ0770
 MJ0770  NGVD 29 (??/??/92)  303.713  (m)          996.43   (f) ADJ UNCH    2 0
 MJ0770
 MJ0770.Superseded values are not recommended for survey control.
 MJ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0770.See file dsdata.txt to determine how the superseded data were derived.
 MJ0770
 MJ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF579734(NAD 83)
 MJ0770_MARKER: DB = BENCH MARK DISK
 MJ0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0770_SP_SET: BRIDGE ABUTMENT
 MJ0770_STAMPING: J 139 1948
 MJ0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0770
 MJ0770  HISTORY     - Date     Condition        Report By
 MJ0770  HISTORY     - 1948     MONUMENTED       CGS
 MJ0770  HISTORY     - 1973     GOOD             NGS
 MJ0770
 MJ0770                          STATION DESCRIPTION
 MJ0770
 MJ0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0770'AT COUNCIL BLUFFS.
 MJ0770'AT COUNCIL BLUFFS, 2.8 MILES NORTHEASTERLY ALONG A DIKE ROAD
 MJ0770'FROM THE EAST END OF THE UNION PACIFIC RAILROAD BRIDGE OVER
 MJ0770'THE MISSOURI RIVER, SET IN THE NORTHEAST END OF THE SOUTHEAST
 MJ0770'ABUTMENT OF THE ILLINOIS CENTRAL RAILROAD BRIDGE NO. WA 514-4
 MJ0770'OVER THE MISSOURI RIVER, IN LINE WITH THE NORTHEAST STEEL APPROACH
 MJ0770'WALL, 18.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MOST
 MJ0770'SOUTHWESTERLY TRACK.
 MJ0770
 MJ0770                          STATION RECOVERY (1973)
 MJ0770
 MJ0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MJ0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0487 ***********************************************************************
 NL0487  DESIGNATION -  J 14
 NL0487  PID         -  NL0487
 NL0487  STATE/COUNTY-  IA/WOODBURY
 NL0487  USGS QUAD   -  CORRECTIONVILLE (1969)
 NL0487
 NL0487                         *CURRENT SURVEY CONTROL
 NL0487  ___________________________________________________________________
 NL0487* NAD 83(1986)-  42 29 43.     (N)    095 48 29.     (W)     SCALED    
 NL0487* NAVD 88     -       344.978  (meters)    1131.82   (feet)  ADJUSTED  
 NL0487  ___________________________________________________________________
 NL0487  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 NL0487  DYNAMIC HT  -         344.864 (meters)    1131.44  (feet)  COMP
 NL0487  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 NL0487
 NL0487  VERT ORDER  -  FIRST     CLASS II
 NL0487
 NL0487.The horizontal coordinates were scaled from a topographic map and have
 NL0487.an estimated accuracy of +/- 6 seconds.
 NL0487
 NL0487.The orthometric height was determined by differential leveling
 NL0487.and adjusted by the National Geodetic Survey in June 1991..
 NL0487
 NL0487.The geoid height was determined by GEOID03.
 NL0487
 NL0487.The dynamic height is computed by dividing the NAVD 88
 NL0487.geopotential number by the normal gravity value computed on the
 NL0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0487.degrees latitude (g = 980.6199 gals.).
 NL0487
 NL0487.The modeled gravity was interpolated from observed gravity values.
 NL0487
 NL0487;                    North         East    Units  Estimated Accuracy
 NL0487;SPC IA N     - 1,113,140.    1,310,300.      MT  (+/- 180 meters Scaled)
 NL0487
 NL0487                          SUPERSEDED SURVEY CONTROL
 NL0487
 NL0487  NGVD 29 (??/??/92)  344.841  (m)         1131.37   (f) ADJ UNCH    1 2
 NL0487
 NL0487.Superseded values are not recommended for survey control.
 NL0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0487.See file dsdata.txt to determine how the superseded data were derived.
 NL0487
 NL0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH692085(NAD 83)
 NL0487_MARKER: DB = BENCH MARK DISK
 NL0487_SETTING: 0 = UNSPECIFIED SETTING
 NL0487_STAMPING: 1131.366 J 14 1933
 NL0487_MARK LOGO: CGS   
 NL0487_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0487
 NL0487  HISTORY     - Date     Condition        Report By
 NL0487  HISTORY     - 1933     MONUMENTED       CGS
 NL0487  HISTORY     - 1966     GOOD             NGS
 NL0487  HISTORY     - 19920824 GOOD             LOCENG
 NL0487  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0487
 NL0487                          STATION DESCRIPTION
 NL0487
 NL0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NL0487'2 MI NW FROM CORRECTIONVILLE.
 NL0487'TO REACH FROM THE POST OFFICE IN CORRECTIONVILLE GO EAST 0.05
 NL0487'MILE, TURN LEFT NORTH ON STATE HIGHWAY 31 AND GO 0.35 MILE TO AN
 NL0487'OILED SIDE ROAD LEFT, TURN LEFT AND GO 0.25 MILE TO U.S. HIGHWAY 20,
 NL0487'CROSS U.S. HIGHWAY 20 AND GO NORTH FOR 0.55 MILE TO A SIDE ROAD
 NL0487'LEFT, TURN LEFT AND GO WEST AND NORTH FOR 0.6 MILE TO A FORK,
 NL0487'KEEP LEFT AND GO 0.65 MILE TO A FORK, KEEP RIGHT AND GO 0.25
 NL0487'MILE PASSING BETWEEN A HOUSE AND SHED, CONTINUE ON TRACK ROAD
 NL0487'EAST, SOUTH THEN EAST TO AN IRON AND WIRE GATE AND ETT, HERE
 NL0487'PACK SOUTHEAST FOR 200 PACES TO THE MARK ON THE RIGHT.  IT
 NL0487'IS MARKED WITH A STEEL WITNESS POST AND SIGN.  IT IS 2.7 FEET
 NL0487'SOUTHEAST OF THE WITNESS POST.  THE STEEL BRIDGE WILL BE REMOVED,
 NL0487'BUT SURE THE CONCRETE HEADWALLS WILL STAY.
 NL0487
 NL0487                          STATION RECOVERY (1992)
 NL0487
 NL0487'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NL0487'RECOVERED IN GOOD CONDITION.  NOTE--RAILROAD HAS BEEN DISMANTLED AND
 NL0487'BRIDGE STRUCTURE REMOVED, CONCRETE ABUTMENTS REMAIN.
 NL0487
 NL0487                          STATION RECOVERY (2000)
 NL0487
 NL0487'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0487'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0964 ***********************************************************************
 MJ0964  DESIGNATION -  J 140
 MJ0964  PID         -  MJ0964
 MJ0964  STATE/COUNTY-  IA/HARRISON
 MJ0964  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0964
 MJ0964                         *CURRENT SURVEY CONTROL
 MJ0964  ___________________________________________________________________
 MJ0964* NAD 83(1986)-  41 32 26.     (N)    095 53 14.     (W)     SCALED    
 MJ0964* NAVD 88     -       304.736  (meters)     999.79   (feet)  ADJUSTED  
 MJ0964  ___________________________________________________________________
 MJ0964  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 MJ0964  DYNAMIC HT  -         304.595 (meters)     999.33  (feet)  COMP
 MJ0964  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 MJ0964
 MJ0964  VERT ORDER  -  FIRST     CLASS II
 MJ0964
 MJ0964.The horizontal coordinates were scaled from a topographic map and have
 MJ0964.an estimated accuracy of +/- 6 seconds.
 MJ0964
 MJ0964.The orthometric height was determined by differential leveling
 MJ0964.and adjusted by the National Geodetic Survey in June 1991..
 MJ0964
 MJ0964.The geoid height was determined by GEOID03.
 MJ0964
 MJ0964.The dynamic height is computed by dividing the NAVD 88
 MJ0964.geopotential number by the normal gravity value computed on the
 MJ0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0964.degrees latitude (g = 980.6199 gals.).
 MJ0964
 MJ0964.The modeled gravity was interpolated from observed gravity values.
 MJ0964
 MJ0964;                    North         East    Units  Estimated Accuracy
 MJ0964;SPC IA S     -   173,810.      300,830.      MT  (+/- 180 meters Scaled)
 MJ0964
 MJ0964                          SUPERSEDED SURVEY CONTROL
 MJ0964
 MJ0964  NGVD 29 (??/??/92)  304.595  (m)          999.33   (f) ADJ UNCH    1 2
 MJ0964
 MJ0964.Superseded values are not recommended for survey control.
 MJ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0964.See file dsdata.txt to determine how the superseded data were derived.
 MJ0964
 MJ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG591027(NAD 83)
 MJ0964_MARKER: DB = BENCH MARK DISK
 MJ0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0964_STAMPING: J 140 1948
 MJ0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0964+STABILITY: SURFACE MOTION
 MJ0964
 MJ0964  HISTORY     - Date     Condition        Report By
 MJ0964  HISTORY     - 1948     MONUMENTED       CGS
 MJ0964  HISTORY     - 19890803 MARK NOT FOUND   NGS
 MJ0964
 MJ0964                          STATION DESCRIPTION
 MJ0964
 MJ0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0964'1 MI S FROM MISSOURI VALLEY.
 MJ0964'1.0 MILE SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE CHICAGO AND
 MJ0964'NORTH WESTERN RAILWAY STATION AT MISSOURI VALLEY, AT THE MISSOURI
 MJ0964'VALLEY AIRPORT, NEAR THE MAIN ENTRANCE, 15.0 FEET EAST OF THE
 MJ0964'NORTHEAST CORNER OF THE MOST SOUTHERLY OF TWO HANGARS, 24.0 FEET
 MJ0964'SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST TO THE HIGHWAY,
 MJ0964'2.3 FEET WEST OF THE MOST EASTERLY HANGAR DOOR SUPPORT, SET IN
 MJ0964'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MJ0964
 MJ0964                          STATION RECOVERY (1989)
 MJ0964
 MJ0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0302 ***********************************************************************
 NM0302  DESIGNATION -  J 141
 NM0302  PID         -  NM0302
 NM0302  STATE/COUNTY-  IA/MONONA
 NM0302  USGS QUAD   -  MACY (1966)
 NM0302
 NM0302                         *CURRENT SURVEY CONTROL
 NM0302  ___________________________________________________________________
 NM0302* NAD 83(1986)-  42 06 20.     (N)    096 15 09.     (W)     SCALED    
 NM0302* NAVD 88     -       325.630  (meters)    1068.34   (feet)  ADJUSTED  
 NM0302  ___________________________________________________________________
 NM0302  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 NM0302  DYNAMIC HT  -         325.517 (meters)    1067.97  (feet)  COMP
 NM0302  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 NM0302
 NM0302  VERT ORDER  -  SECOND    CLASS 0
 NM0302
 NM0302.The horizontal coordinates were scaled from a topographic map and have
 NM0302.an estimated accuracy of +/- 6 seconds.
 NM0302
 NM0302.The orthometric height was determined by differential leveling
 NM0302.and adjusted by the National Geodetic Survey in June 1991..
 NM0302
 NM0302.The geoid height was determined by GEOID03.
 NM0302
 NM0302.The dynamic height is computed by dividing the NAVD 88
 NM0302.geopotential number by the normal gravity value computed on the
 NM0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0302.degrees latitude (g = 980.6199 gals.).
 NM0302
 NM0302.The modeled gravity was interpolated from observed gravity values.
 NM0302
 NM0302;                    North         East    Units  Estimated Accuracy
 NM0302;SPC IA N     - 1,070,970.    1,272,370.      MT  (+/- 180 meters Scaled)
 NM0302
 NM0302                          SUPERSEDED SURVEY CONTROL
 NM0302
 NM0302  NGVD 29 (??/??/92)  325.489  (m)         1067.88   (f) ADJ UNCH    2 0
 NM0302
 NM0302.Superseded values are not recommended for survey control.
 NM0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0302.See file dsdata.txt to determine how the superseded data were derived.
 NM0302
 NM0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM271651(NAD 83)
 NM0302_MARKER: DR = REFERENCE MARK DISK
 NM0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0302_STAMPING: J 141 1948
 NM0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0302+STABILITY: SURFACE MOTION
 NM0302
 NM0302  HISTORY     - Date     Condition        Report By
 NM0302  HISTORY     - 1948     MONUMENTED       CGS
 NM0302  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0302
 NM0302                          STATION DESCRIPTION
 NM0302
 NM0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0302'6.6 MI SW FROM WHITING.
 NM0302'5.1 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT WHITING,
 NM0302'THENCE 1.5 MILES SOUTH ALONG A DIRT ROAD, AT A T ROAD, AT THE
 NM0302'SITE OF AN OLD SCHOOL BUILDING, 95.0 FEET WEST OF THE CENTER
 NM0302'LINE OF THE NORTH-SOUTH ROAD, 94.0 FEET SOUTH OF THE CENTER
 NM0302'LINE OF THE ROAD LEADING WEST, 2.0 FEET NORTH OF THE NORTHEAST
 NM0302'CORNER OF A SMALL WHITE COAL SHED, 1.6 FEET SOUTHEAST OF A
 NM0302'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0302'0.2 FOOT ABOVE THE GROUND.
 NM0302
 NM0302                          STATION RECOVERY (1965)
 NM0302
 NM0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0236 ***********************************************************************
 NM0236  DESIGNATION -  J 142
 NM0236  PID         -  NM0236
 NM0236  STATE/COUNTY-  IA/WOODBURY
 NM0236  USGS QUAD   -  SALIX (1976)
 NM0236
 NM0236                         *CURRENT SURVEY CONTROL
 NM0236  ___________________________________________________________________
 NM0236* NAD 83(1986)-  42 21 50.     (N)    096 21 56.     (W)     SCALED    
 NM0236* NAVD 88     -       329.703  (meters)    1081.70   (feet)  ADJUSTED  
 NM0236  ___________________________________________________________________
 NM0236  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 NM0236  DYNAMIC HT  -         329.597 (meters)    1081.35  (feet)  COMP
 NM0236  MODELED GRAV-     980,292.2   (mgal)                       NAVD 88
 NM0236
 NM0236  VERT ORDER  -  SECOND    CLASS 0
 NM0236
 NM0236.The horizontal coordinates were scaled from a topographic map and have
 NM0236.an estimated accuracy of +/- 6 seconds.
 NM0236
 NM0236.The orthometric height was determined by differential leveling
 NM0236.and adjusted by the National Geodetic Survey in June 1991..
 NM0236
 NM0236.The geoid height was determined by GEOID03.
 NM0236
 NM0236.The dynamic height is computed by dividing the NAVD 88
 NM0236.geopotential number by the normal gravity value computed on the
 NM0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0236.degrees latitude (g = 980.6199 gals.).
 NM0236
 NM0236.The modeled gravity was interpolated from observed gravity values.
 NM0236
 NM0236;                    North         East    Units  Estimated Accuracy
 NM0236;SPC IA N     - 1,099,960.    1,264,000.      MT  (+/- 180 meters Scaled)
 NM0236
 NM0236                          SUPERSEDED SURVEY CONTROL
 NM0236
 NM0236  NGVD 29 (??/??/92)  329.547  (m)         1081.19   (f) ADJ UNCH    2 0
 NM0236
 NM0236.Superseded values are not recommended for survey control.
 NM0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0236.See file dsdata.txt to determine how the superseded data were derived.
 NM0236
 NM0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM169935(NAD 83)
 NM0236_MARKER: DB = BENCH MARK DISK
 NM0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0236_STAMPING: J 142 1948
 NM0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0236+STABILITY: SURFACE MOTION
 NM0236
 NM0236  HISTORY     - Date     Condition        Report By
 NM0236  HISTORY     - 1948     MONUMENTED       CGS
 NM0236  HISTORY     - 1964     MARK NOT FOUND   USGS
 NM0236
 NM0236                          STATION DESCRIPTION
 NM0236
 NM0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0236'4.8 MI S FROM SERGEANT BLUFF.
 NM0236'2.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0236'FROM THE STATION AT SERGEANT BLUFF, THENCE 1.9 MILES WEST ALONG A
 NM0236'GRAVEL ROAD, ABOUT 0.2 MILE SOUTHWEST OF A RADIO BEAM STATION,
 NM0236'AT A T ROAD, 30.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 NM0236'ROAD, 16.0 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 NM0236'SOUTH, 11.3 FEET SOUTHWEST OF A WEST GATE POST, 1.6 FEET NORTH OF
 NM0236'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 NM0236'FOOT ABOVE THE GROUND.
 NM0236
 NM0236                          STATION RECOVERY (1964)
 NM0236
 NM0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NM0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0216 ***********************************************************************
 MK0216  DESIGNATION -  J 143
 MK0216  PID         -  MK0216
 MK0216  STATE/COUNTY-  IA/HARRISON
 MK0216  USGS QUAD   -  MONDAMIN (1970)
 MK0216
 MK0216                         *CURRENT SURVEY CONTROL
 MK0216  ___________________________________________________________________
 MK0216* NAD 83(1986)-  41 44 25.     (N)    096 04 44.     (W)     SCALED    
 MK0216* NAVD 88     -       311.353  (meters)    1021.50   (feet)  ADJUSTED  
 MK0216  ___________________________________________________________________
 MK0216  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 MK0216  DYNAMIC HT  -         311.225 (meters)    1021.08  (feet)  COMP
 MK0216  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 MK0216
 MK0216  VERT ORDER  -  SECOND    CLASS 0
 MK0216
 MK0216.The horizontal coordinates were scaled from a topographic map and have
 MK0216.an estimated accuracy of +/- 6 seconds.
 MK0216
 MK0216.The orthometric height was determined by differential leveling
 MK0216.and adjusted by the National Geodetic Survey in June 1991..
 MK0216
 MK0216.The geoid height was determined by GEOID03.
 MK0216
 MK0216.The dynamic height is computed by dividing the NAVD 88
 MK0216.geopotential number by the normal gravity value computed on the
 MK0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0216.degrees latitude (g = 980.6199 gals.).
 MK0216
 MK0216.The modeled gravity was interpolated from observed gravity values.
 MK0216
 MK0216;                    North         East    Units  Estimated Accuracy
 MK0216;SPC IA S     -   196,440.      285,500.      MT  (+/- 180 meters Scaled)
 MK0216
 MK0216                          SUPERSEDED SURVEY CONTROL
 MK0216
 MK0216  NGVD 29 (??/??/92)  311.209  (m)         1021.02   (f) ADJ UNCH    2 0
 MK0216
 MK0216.Superseded values are not recommended for survey control.
 MK0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0216.See file dsdata.txt to determine how the superseded data were derived.
 MK0216
 MK0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM429250(NAD 83)
 MK0216_MARKER: DB = BENCH MARK DISK
 MK0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0216_STAMPING: J 143 1948
 MK0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0216+STABILITY: SURFACE MOTION
 MK0216
 MK0216  HISTORY     - Date     Condition        Report By
 MK0216  HISTORY     - 1948     MONUMENTED       CGS
 MK0216
 MK0216                          STATION DESCRIPTION
 MK0216
 MK0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0216'5.8 MI NW FROM MONDAMIN.
 MK0216'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0216'THE STATION AT MONDAMIN, THENCE 1.6 MILES WEST ALONG A DIRT
 MK0216'ROAD, THENCE 1.7 MILES NORTH ALONG A DIRT ROAD, THENCE 0.2 MILE
 MK0216'WEST ALONG A DIRT ROAD, THENCE 1.3 MILES WESTERLY ALONG A FIELD
 MK0216'ROAD, THENCE 0.5 MILE SOUTHERLY ALONG A WOODS ROAD, NEAR THE
 MK0216'JUNCTION OF THE WOODS ROAD AND THE DIKE ROAD, ABOUT 75.0 FEET
 MK0216'SOUTHEAST OF THE DIKE, 29.0 FEET SOUTHEAST OF THE CENTER LINE OF
 MK0216'THE WOODS ROAD, 8.0 FEET NORTH OF A 20-INCH COTTONWOOD TREE WITH
 MK0216'A TRIANGULAR BLAZE ON THE NORTHWEST SIDE OF THE TREE, 1.5 FEET
 MK0216'SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MK0216'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0182 ***********************************************************************
 MK0182  DESIGNATION -  J 144
 MK0182  PID         -  MK0182
 MK0182  STATE/COUNTY-  IA/MONONA
 MK0182  USGS QUAD   -  BLENCOE (1970)
 MK0182
 MK0182                         *CURRENT SURVEY CONTROL
 MK0182  ___________________________________________________________________
 MK0182* NAD 83(1986)-  41 52 49.     (N)    096 07 25.     (W)     SCALED    
 MK0182* NAVD 88     -       316.178  (meters)    1037.33   (feet)  ADJUSTED  
 MK0182  ___________________________________________________________________
 MK0182  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 MK0182  DYNAMIC HT  -         316.058 (meters)    1036.93  (feet)  COMP
 MK0182  MODELED GRAV-     980,234.4   (mgal)                       NAVD 88
 MK0182
 MK0182  VERT ORDER  -  SECOND    CLASS 0
 MK0182
 MK0182.The horizontal coordinates were scaled from a topographic map and have
 MK0182.an estimated accuracy of +/- 6 seconds.
 MK0182
 MK0182.The orthometric height was determined by differential leveling
 MK0182.and adjusted by the National Geodetic Survey in June 1991..
 MK0182
 MK0182.The geoid height was determined by GEOID03.
 MK0182
 MK0182.The dynamic height is computed by dividing the NAVD 88
 MK0182.geopotential number by the normal gravity value computed on the
 MK0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0182.degrees latitude (g = 980.6199 gals.).
 MK0182
 MK0182.The modeled gravity was interpolated from observed gravity values.
 MK0182
 MK0182;                    North         East    Units  Estimated Accuracy
 MK0182;SPC IA N     - 1,045,620.    1,282,250.      MT  (+/- 180 meters Scaled)
 MK0182
 MK0182                          SUPERSEDED SURVEY CONTROL
 MK0182
 MK0182  NGVD 29 (??/??/92)  316.031  (m)         1036.85   (f) ADJ UNCH    2 0
 MK0182
 MK0182.Superseded values are not recommended for survey control.
 MK0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0182.See file dsdata.txt to determine how the superseded data were derived.
 MK0182
 MK0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM386404(NAD 83)
 MK0182_MARKER: DB = BENCH MARK DISK
 MK0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0182_STAMPING: J 144 1948
 MK0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0182+STABILITY: SURFACE MOTION
 MK0182
 MK0182  HISTORY     - Date     Condition        Report By
 MK0182  HISTORY     - 1948     MONUMENTED       CGS
 MK0182  HISTORY     - 1974     GOOD             LOCSUR
 MK0182  HISTORY     - 1982     GOOD             LOCENG
 MK0182
 MK0182                          STATION DESCRIPTION
 MK0182
 MK0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0182'6.7 MI SW FROM BLENCOE.
 MK0182'0.5 MILE SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF
 MK0182'NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.0 MILE
 MK0182'WEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT
 MK0182'ROAD, THENCE 1.5 MILES WEST ALONG A DIRT ROAD, THENCE 1.4 MILES
 MK0182'SOUTH ALONG A DIRT ROAD, THENCE 0.7 MILE EAST ALONG A DIRT ROAD,
 MK0182'THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD, 0.5 MILE NORTH OF
 MK0182'BENCH MARK H 144 1948, 30.0 FEET EAST OF THE CENTER LINE OF THE
 MK0182'ROAD, 5.0 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE TRAIL
 MK0182'LEADING WEST, 1.5 FEET WEST OF A CORNER FENCE POST, 1.4 FEET EAST
 MK0182'OF A TELEPHONE POLE, 1.4 FEET SOUTH OF A REFERENCE POST, SET
 MK0182'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MK0182
 MK0182                          STATION RECOVERY (1974)
 MK0182
 MK0182'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0182'RECOVERED IN GOOD CONDITION.
 MK0182
 MK0182                          STATION RECOVERY (1982)
 MK0182
 MK0182'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 MK0182'U.S. HIGHWAY 175 IS NOW COUNTY ROAD K-45 TELEPHONE POLE IS TELEPHONE
 MK0182'PEDESTAL CONCRETE POST IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0406 ***********************************************************************
 NM0406  DESIGNATION -  J 145
 NM0406  PID         -  NM0406
 NM0406  STATE/COUNTY-  IA/MONONA
 NM0406  USGS QUAD   -  ONAWA SW (1969)
 NM0406
 NM0406                         *CURRENT SURVEY CONTROL
 NM0406  ___________________________________________________________________
 NM0406* NAD 83(1986)-  42 00 28.     (N)    096 10 47.     (W)     SCALED    
 NM0406* NAVD 88     -       321.214  (meters)    1053.85   (feet)  ADJUSTED  
 NM0406  ___________________________________________________________________
 NM0406  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 NM0406  DYNAMIC HT  -         321.099 (meters)    1053.47  (feet)  COMP
 NM0406  MODELED GRAV-     980,253.7   (mgal)                       NAVD 88
 NM0406
 NM0406  VERT ORDER  -  SECOND    CLASS 0
 NM0406
 NM0406.The horizontal coordinates were scaled from a topographic map and have
 NM0406.an estimated accuracy of +/- 6 seconds.
 NM0406
 NM0406.The orthometric height was determined by differential leveling
 NM0406.and adjusted by the National Geodetic Survey in June 1991..
 NM0406
 NM0406.The geoid height was determined by GEOID03.
 NM0406
 NM0406.The dynamic height is computed by dividing the NAVD 88
 NM0406.geopotential number by the normal gravity value computed on the
 NM0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0406.degrees latitude (g = 980.6199 gals.).
 NM0406
 NM0406.The modeled gravity was interpolated from observed gravity values.
 NM0406
 NM0406;                    North         East    Units  Estimated Accuracy
 NM0406;SPC IA N     - 1,059,920.    1,278,050.      MT  (+/- 180 meters Scaled)
 NM0406
 NM0406                          SUPERSEDED SURVEY CONTROL
 NM0406
 NM0406  NGVD 29 (??/??/92)  321.075  (m)         1053.39   (f) ADJ UNCH    2 0
 NM0406
 NM0406.Superseded values are not recommended for survey control.
 NM0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0406.See file dsdata.txt to determine how the superseded data were derived.
 NM0406
 NM0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM335544(NAD 83)
 NM0406_MARKER: DB = BENCH MARK DISK
 NM0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0406_STAMPING: J 145 1948
 NM0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0406+STABILITY: SURFACE MOTION
 NM0406
 NM0406  HISTORY     - Date     Condition        Report By
 NM0406  HISTORY     - 1948     MONUMENTED       CGS
 NM0406  HISTORY     - 1981     GOOD             LOCENG
 NM0406
 NM0406                          STATION DESCRIPTION
 NM0406
 NM0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0406'6.2 MI SW FROM ONAWA.
 NM0406'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0406'AT ONAWA, THENCE 1.2 MILES WEST ALONG COUNTY ROAD H, THENCE 1.2
 NM0406'MILES SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST ALONG A DIRT
 NM0406'ROAD, AT A T ROAD AND FARMHOUSE, 80.0 FEET SOUTH OF THE CENTER
 NM0406'LINE OF THE EAST-WEST ROAD, 23.0 FEET WEST OF THE CENTER LINE
 NM0406'OF THE ROAD LEADING SOUTH, IN LINE WITH A ROW OF TREES, 1.5
 NM0406'FEET EAST OF A FENCE, 1.7 FEET SOUTH OF A REFERENCE POST, SET
 NM0406'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 NM0406'GROUND.
 NM0406
 NM0406                          STATION RECOVERY (1981)
 NM0406
 NM0406'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 NM0406'FROM THE POST OFFICE AT ONAWA, 4.43 MILES WEST ON STATE HIGHWAY 175
 NM0406'THENCE 1.2 MILES SOUTH ALONG A GRAVEL ROAD THENCE 0.25 MILES EAST
 NM0406'ALONG A GRAVEL ROAD TO A T ROAD INTERSECTION 80 FEET SOUTH OF THE
 NM0406'CENTER LINE OF THE EAST WEST ROAD. 2.3 FEET WEST OF THE CENTER LINE
 NM0406'OF THE ROAD LEADING SOUTH. 6.6 FEET SOUTH OF A 20" ASH TREE 1.0 FOOT
 NM0406'NORTH OF WITNESS POST. SET IN THE THE TOP OF A CONCRETE POST FLUSH
 NM0406'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0553 ***********************************************************************
 NM0553  DESIGNATION -  J 146
 NM0553  PID         -  NM0553
 NM0553  STATE/COUNTY-  IA/WOODBURY
 NM0553  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0553
 NM0553                         *CURRENT SURVEY CONTROL
 NM0553  ___________________________________________________________________
 NM0553* NAD 83(1986)-  42 29 31.     (N)    096 24 44.     (W)     SCALED    
 NM0553* NAVD 88     -       334.081  (meters)    1096.06   (feet)  ADJUSTED  
 NM0553  ___________________________________________________________________
 NM0553  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 NM0553  DYNAMIC HT  -         333.976 (meters)    1095.72  (feet)  COMP
 NM0553  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 NM0553
 NM0553  VERT ORDER  -  FIRST     CLASS II
 NM0553
 NM0553.The horizontal coordinates were scaled from a topographic map and have
 NM0553.an estimated accuracy of +/- 6 seconds.
 NM0553
 NM0553.The orthometric height was determined by differential leveling
 NM0553.and adjusted by the National Geodetic Survey in June 1991..
 NM0553
 NM0553.The geoid height was determined by GEOID03.
 NM0553
 NM0553.The dynamic height is computed by dividing the NAVD 88
 NM0553.geopotential number by the normal gravity value computed on the
 NM0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0553.degrees latitude (g = 980.6199 gals.).
 NM0553
 NM0553.The modeled gravity was interpolated from observed gravity values.
 NM0553
 NM0553;                    North         East    Units  Estimated Accuracy
 NM0553;SPC IA N     - 1,114,300.    1,260,650.      MT  (+/- 180 meters Scaled)
 NM0553
 NM0553                          SUPERSEDED SURVEY CONTROL
 NM0553
 NM0553  NGVD 29 (??/??/92)  333.917  (m)         1095.53   (f) ADJ UNCH    1 2
 NM0553
 NM0553.Superseded values are not recommended for survey control.
 NM0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0553.See file dsdata.txt to determine how the superseded data were derived.
 NM0553
 NM0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN126076(NAD 83)
 NM0553_MARKER: DB = BENCH MARK DISK
 NM0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0553_SP_SET: FOUNDATION
 NM0553_STAMPING: J 146 1948
 NM0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0553
 NM0553  HISTORY     - Date     Condition        Report By
 NM0553  HISTORY     - 1948     MONUMENTED       CGS
 NM0553  HISTORY     - 1948     GOOD             NGS
 NM0553
 NM0553                          STATION DESCRIPTION
 NM0553
 NM0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0553'AT SIOUX CITY.
 NM0553'AT SIOUX CITY, ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0553'PACIFIC RAILROAD, AT THE NORTH END OF THE COMBINATION BRIDGE, SET
 NM0553'IN ABOUT THE CENTER OF THE FOURTH CONCRETE FOUNDATION SOUTH OF THE
 NM0553'NORTH EDGE OF THE BRIDGE, 27.2 FEET EAST OF THE WEST END OF THE
 NM0553'FOUNDATION, 26.2 FEET SOUTH OF THE SOUTH RAIL OF THE MOST
 NM0553'SOUTHERLY TRACK, 27.8 FEET WEST OF THE EAST END OF THE FOUNDATION,
 NM0553'1.4 FEET NORTH OF THE SOUTH EDGE AND 1.2 FEET SOUTH OF THE NORTH
 NM0553'EDGE OF THE FOUNDATION.
 NM0553
 NM0553                          STATION RECOVERY (1948)
 NM0553
 NM0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 NM0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0506 ***********************************************************************
 MJ0506  DESIGNATION -  J 147
 MJ0506  PID         -  MJ0506
 MJ0506  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0506  USGS QUAD   -  AVOCA (1994)
 MJ0506
 MJ0506                         *CURRENT SURVEY CONTROL
 MJ0506  ___________________________________________________________________
 MJ0506* NAD 83(1986)-  41 22 56.     (N)    095 22 05.     (W)     SCALED    
 MJ0506* NAVD 88     -       337.925  (meters)    1108.68   (feet)  ADJUSTED  
 MJ0506  ___________________________________________________________________
 MJ0506  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 MJ0506  DYNAMIC HT  -         337.791 (meters)    1108.24  (feet)  COMP
 MJ0506  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 MJ0506
 MJ0506  VERT ORDER  -  SECOND    CLASS 0
 MJ0506
 MJ0506.The horizontal coordinates were scaled from a topographic map and have
 MJ0506.an estimated accuracy of +/- 6 seconds.
 MJ0506
 MJ0506.The orthometric height was determined by differential leveling
 MJ0506.and adjusted by the National Geodetic Survey in June 1991..
 MJ0506
 MJ0506.The geoid height was determined by GEOID03.
 MJ0506
 MJ0506.The dynamic height is computed by dividing the NAVD 88
 MJ0506.geopotential number by the normal gravity value computed on the
 MJ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0506.degrees latitude (g = 980.6199 gals.).
 MJ0506
 MJ0506.The modeled gravity was interpolated from observed gravity values.
 MJ0506
 MJ0506;                    North         East    Units  Estimated Accuracy
 MJ0506;SPC IA S     -   155,170.      343,760.      MT  (+/- 180 meters Scaled)
 MJ0506
 MJ0506                          SUPERSEDED SURVEY CONTROL
 MJ0506
 MJ0506  NGVD 29 (??/??/92)  337.840  (m)         1108.40   (f) ADJ UNCH    2 0
 MJ0506
 MJ0506.Superseded values are not recommended for survey control.
 MJ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0506.See file dsdata.txt to determine how the superseded data were derived.
 MJ0506
 MJ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF019838(NAD 83)
 MJ0506_MARKER: DB = BENCH MARK DISK
 MJ0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0506_STAMPING: J 147 1949
 MJ0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0506+STABILITY: SURFACE MOTION
 MJ0506
 MJ0506  HISTORY     - Date     Condition        Report By
 MJ0506  HISTORY     - 1949     MONUMENTED       CGS
 MJ0506
 MJ0506                          STATION DESCRIPTION
 MJ0506
 MJ0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0506'0.8 MI SW FROM HANCOCK.
 MJ0506'0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY NO. 59 FROM THE HANCOCK
 MJ0506'SCHOOL AT HANCOCK, 111.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MJ0506'HIGHWAY, 137.0 FEET SOUTH OF THE SOUTH CORNER OF BRIDGE NO. 54,
 MJ0506'15.0 FEET NORTHEAST OF THE CENTER LINE OF A FIELD ROAD LEADING
 MJ0506'SOUTHEAST INTO A FIELD, 1.5 FEET NORTHWEST OF THE SOUTHEAST
 MJ0506'RIGHT-OF-WAY FENCE, 1.5 FEET SOUTHWEST OF A REFERENCE POST, SET
 MJ0506'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 MJ0506'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0470 ***********************************************************************
 MJ0470  DESIGNATION -  J 148
 MJ0470  PID         -  MJ0470
 MJ0470  STATE/COUNTY-  IA/MILLS
 MJ0470  USGS QUAD   -  CARSON (1978)
 MJ0470
 MJ0470                         *CURRENT SURVEY CONTROL
 MJ0470  ___________________________________________________________________
 MJ0470* NAD 83(1986)-  41 08 46.     (N)    095 26 30.     (W)     SCALED    
 MJ0470* NAVD 88     -       315.205  (meters)    1034.14   (feet)  ADJUSTED  
 MJ0470  ___________________________________________________________________
 MJ0470  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 MJ0470  DYNAMIC HT  -         315.071 (meters)    1033.70  (feet)  COMP
 MJ0470  MODELED GRAV-     980,192.3   (mgal)                       NAVD 88
 MJ0470
 MJ0470  VERT ORDER  -  SECOND    CLASS 0
 MJ0470
 MJ0470.The horizontal coordinates were scaled from a topographic map and have
 MJ0470.an estimated accuracy of +/- 6 seconds.
 MJ0470
 MJ0470.The orthometric height was determined by differential leveling
 MJ0470.and adjusted by the National Geodetic Survey in June 1991..
 MJ0470
 MJ0470.The geoid height was determined by GEOID03.
 MJ0470
 MJ0470.The dynamic height is computed by dividing the NAVD 88
 MJ0470.geopotential number by the normal gravity value computed on the
 MJ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0470.degrees latitude (g = 980.6199 gals.).
 MJ0470
 MJ0470.The modeled gravity was interpolated from observed gravity values.
 MJ0470
 MJ0470;                    North         East    Units  Estimated Accuracy
 MJ0470;SPC IA S     -   129,090.      337,020.      MT  (+/- 180 meters Scaled)
 MJ0470
 MJ0470                          SUPERSEDED SURVEY CONTROL
 MJ0470
 MJ0470  NGVD 29 (??/??/92)  315.124  (m)         1033.87   (f) ADJ UNCH    2 0
 MJ0470
 MJ0470.Superseded values are not recommended for survey control.
 MJ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0470.See file dsdata.txt to determine how the superseded data were derived.
 MJ0470
 MJ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF950578(NAD 83)
 MJ0470_MARKER: DB = BENCH MARK DISK
 MJ0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0470_SP_SET: PIER
 MJ0470_STAMPING: J 148 1949
 MJ0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0470
 MJ0470  HISTORY     - Date     Condition        Report By
 MJ0470  HISTORY     - 1949     MONUMENTED       CGS
 MJ0470
 MJ0470                          STATION DESCRIPTION
 MJ0470
 MJ0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0470'0.8 MI NW FROM HENDERSON.
 MJ0470'0.3 MILE NORTH ALONG STATE HIGHWAY NO. 244 FROM THE CITIZENS
 MJ0470'BANK AT HENDERSON, THENCE 0.5 MILE WEST ALONG COUNTY ROAD U,
 MJ0470'SET IN THE NORTH END OF THE EAST CONCRETE PIER SUPPORTING THE
 MJ0470'STEEL SPAN OF THE BRIDGE OVER THE WEST NISHNABOTNA RIVER, 14.0
 MJ0470'FEET NORTH OF THE CENTER LINE OF THE ROAD, 4.0 FEET BELOW ROAD
 MJ0470'LEVEL, 1.3 FEET SOUTH OF THE NORTH END OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0484 ***********************************************************************
 MJ0484  DESIGNATION -  J 149
 MJ0484  PID         -  MJ0484
 MJ0484  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0484  USGS QUAD   -  CARSON (1978)
 MJ0484
 MJ0484                         *CURRENT SURVEY CONTROL
 MJ0484  ___________________________________________________________________
 MJ0484* NAD 83(1986)-  41 13 57.     (N)    095 26 33.     (W)     SCALED    
 MJ0484* NAVD 88     -       350.899  (meters)    1151.24   (feet)  ADJUSTED  
 MJ0484  ___________________________________________________________________
 MJ0484  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 MJ0484  DYNAMIC HT  -         350.755 (meters)    1150.77  (feet)  COMP
 MJ0484  MODELED GRAV-     980,202.7   (mgal)                       NAVD 88
 MJ0484
 MJ0484  VERT ORDER  -  SECOND    CLASS 0
 MJ0484
 MJ0484.The horizontal coordinates were scaled from a topographic map and have
 MJ0484.an estimated accuracy of +/- 6 seconds.
 MJ0484
 MJ0484.The orthometric height was determined by differential leveling
 MJ0484.and adjusted by the National Geodetic Survey in June 1991..
 MJ0484
 MJ0484.The geoid height was determined by GEOID03.
 MJ0484
 MJ0484.The dynamic height is computed by dividing the NAVD 88
 MJ0484.geopotential number by the normal gravity value computed on the
 MJ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0484.degrees latitude (g = 980.6199 gals.).
 MJ0484
 MJ0484.The modeled gravity was interpolated from observed gravity values.
 MJ0484
 MJ0484;                    North         East    Units  Estimated Accuracy
 MJ0484;SPC IA S     -   138,690.      337,170.      MT  (+/- 180 meters Scaled)
 MJ0484
 MJ0484                          SUPERSEDED SURVEY CONTROL
 MJ0484
 MJ0484.No superseded survey control is available for this station.
 MJ0484
 MJ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF952674(NAD 83)
 MJ0484_MARKER: DB = BENCH MARK DISK
 MJ0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0484_STAMPING: J 149 1949
 MJ0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0484+STABILITY: SURFACE MOTION
 MJ0484
 MJ0484  HISTORY     - Date     Condition        Report By
 MJ0484  HISTORY     - 1949     MONUMENTED       CGS
 MJ0484
 MJ0484                          STATION DESCRIPTION
 MJ0484
 MJ0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0484'1.2 MI SW FROM CARSON.
 MJ0484'0.2 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0484'FROM THE STATION AT CARSON, THENCE 1.0 MILE WEST ALONG STATE
 MJ0484'HIGHWAY NO. 100, IN THE SOUTHWEST QUARTER OF A PUBLIC ROAD
 MJ0484'CROSSING, 28.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24.0
 MJ0484'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 2.8 FEET
 MJ0484'NORTHWEST OF A TELEPHONE POLE, ON THE TOP OF A CUT BANK, 2.0
 MJ0484'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1.4 FEET EAST OF A
 MJ0484'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 MJ0484'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0485 ***********************************************************************
 MJ0485  DESIGNATION -  J 149 RESET
 MJ0485  PID         -  MJ0485
 MJ0485  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0485  USGS QUAD   -  CARSON (1978)
 MJ0485
 MJ0485                         *CURRENT SURVEY CONTROL
 MJ0485  ___________________________________________________________________
 MJ0485* NAD 83(1986)-  41 13 59.     (N)    095 26 34.     (W)     SCALED    
 MJ0485* NAVD 88     -       350.96   (meters)    1151.4    (feet)  RESET     
 MJ0485  ___________________________________________________________________
 MJ0485  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 MJ0485
 MJ0485  VERT ORDER  -  THIRD
 MJ0485
 MJ0485.The horizontal coordinates were scaled from a topographic map and have
 MJ0485.an estimated accuracy of +/- 6 seconds.
 MJ0485
 MJ0485.The orthometric height was computed from unverified reset data.
 MJ0485.No vertical observational check was made to the station.
 MJ0485
 MJ0485.The geoid height was determined by GEOID03.
 MJ0485
 MJ0485;                    North         East    Units  Estimated Accuracy
 MJ0485;SPC IA S     -   138,750.      337,140.      MT  (+/- 180 meters Scaled)
 MJ0485
 MJ0485                          SUPERSEDED SURVEY CONTROL
 MJ0485
 MJ0485  NGVD 29 (??/??/??)  350.88   (m)         1151.2    (f) RESET       3  
 MJ0485
 MJ0485.Superseded values are not recommended for survey control.
 MJ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0485.See file dsdata.txt to determine how the superseded data were derived.
 MJ0485
 MJ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF952675(NAD 83)
 MJ0485_MARKER: DB = BENCH MARK DISK
 MJ0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0485_SP_SET: SIDEWALK
 MJ0485_STAMPING: J 149 RESET 1955
 MJ0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0485
 MJ0485  HISTORY     - Date     Condition        Report By
 MJ0485  HISTORY     - 1955     MONUMENTED       CGS
 MJ0485
 MJ0485                          STATION DESCRIPTION
 MJ0485
 MJ0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MJ0485'0.2 MI S FROM CARSON.
 MJ0485'0.2 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0485'FROM THE STATION AT CARSON, THENCE 1.0 MILE WEST ALONG STATE
 MJ0485'HIGHWAY 100, NEAR THE CORNER OF SECS. 3, 4, 9 AND 10, T 74 N,
 MJ0485'R 40 W, AT A ROAD INTERSECTION, 190 FEET NORTH AND 130 FEET WEST
 MJ0485'OF THE INTERSECTION, AT THE FARMHOUSE OF MRS. BERTHA RATH, AND
 MJ0485'IN THE NORTHWEST CORNER OF THE CONCRETE WALK.  A STANDARD DISK,
 MJ0485'STAMPED J 149 RESET 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0486 ***********************************************************************
 MJ0486  DESIGNATION -  J 149 RESET RM
 MJ0486  PID         -  MJ0486
 MJ0486  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0486  USGS QUAD   -  CARSON (1978)
 MJ0486
 MJ0486                         *CURRENT SURVEY CONTROL
 MJ0486  ___________________________________________________________________
 MJ0486* NAD 83(1986)-  41 13 59.     (N)    095 26 35.     (W)     SCALED    
 MJ0486* NAVD 88     -       350.96   (meters)    1151.4    (feet)  RESET     
 MJ0486  ___________________________________________________________________
 MJ0486  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 MJ0486
 MJ0486  VERT ORDER  -  THIRD
 MJ0486
 MJ0486.The horizontal coordinates were scaled from a topographic map and have
 MJ0486.an estimated accuracy of +/- 6 seconds.
 MJ0486
 MJ0486.The orthometric height was computed from unverified reset data.
 MJ0486
 MJ0486.The geoid height was determined by GEOID03.
 MJ0486
 MJ0486;                    North         East    Units  Estimated Accuracy
 MJ0486;SPC IA S     -   138,750.      337,120.      MT  (+/- 180 meters Scaled)
 MJ0486
 MJ0486                          SUPERSEDED SURVEY CONTROL
 MJ0486
 MJ0486  NGVD 29 (??/??/??)  349.00   (m)         1145.0    (f) RESET       3  
 MJ0486
 MJ0486.Superseded values are not recommended for survey control.
 MJ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0486.See file dsdata.txt to determine how the superseded data were derived.
 MJ0486
 MJ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF952675(NAD 83)
 MJ0486_MARKER: S = SPIKE
 MJ0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0486_SP_SET: MAPLE TREE
 MJ0486_STAMPING: RM J 149 RESET
 MJ0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0486
 MJ0486  HISTORY     - Date     Condition        Report By
 MJ0486  HISTORY     - 1955     MONUMENTED       USGS
 MJ0486  HISTORY     - 1955     GOOD             USGS
 MJ0486
 MJ0486                          STATION DESCRIPTION
 MJ0486
 MJ0486'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 MJ0486'1.2 MI SW FROM CARSON.
 MJ0486'80 FEET WEST OF J 149 RESET, 45 FEET EAST OF THE SOUTHEAST
 MJ0486'CORNER OF A BARN, AND IN A ROOT ON THE SOUTHEAST SIDE OF A
 MJ0486'30-INCH MAPLE TREE.  THE HEAD OF A RAILROAD SPIKE, PAINTED RM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0008 ***********************************************************************
 NM0008  DESIGNATION -  J 15
 NM0008  PID         -  NM0008
 NM0008  STATE/COUNTY-  IA/PLYMOUTH
 NM0008  USGS QUAD   -  HINTON (1964)
 NM0008
 NM0008                         *CURRENT SURVEY CONTROL
 NM0008  ___________________________________________________________________
 NM0008* NAD 83(1986)-  42 39 26.     (N)    096 16 45.     (W)     SCALED    
 NM0008* NAVD 88     -       350.020  (meters)    1148.36   (feet)  ADJUSTED  
 NM0008  ___________________________________________________________________
 NM0008  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 NM0008  DYNAMIC HT  -         349.910 (meters)    1148.00  (feet)  COMP
 NM0008  MODELED GRAV-     980,297.9   (mgal)                       NAVD 88
 NM0008
 NM0008  VERT ORDER  -  SECOND    CLASS 0
 NM0008
 NM0008.The horizontal coordinates were scaled from a topographic map and have
 NM0008.an estimated accuracy of +/- 6 seconds.
 NM0008
 NM0008.The orthometric height was determined by differential leveling
 NM0008.and adjusted by the National Geodetic Survey in June 1991..
 NM0008
 NM0008.The geoid height was determined by GEOID03.
 NM0008
 NM0008.The dynamic height is computed by dividing the NAVD 88
 NM0008.geopotential number by the normal gravity value computed on the
 NM0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0008.degrees latitude (g = 980.6199 gals.).
 NM0008
 NM0008.The modeled gravity was interpolated from observed gravity values.
 NM0008
 NM0008;                    North         East    Units  Estimated Accuracy
 NM0008;SPC IA N     - 1,132,290.    1,272,180.      MT  (+/- 180 meters Scaled)
 NM0008
 NM0008                          SUPERSEDED SURVEY CONTROL
 NM0008
 NM0008  NGVD 29 (??/??/92)  349.817  (m)         1147.69   (f) ADJ UNCH    2 0
 NM0008
 NM0008.Superseded values are not recommended for survey control.
 NM0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0008.See file dsdata.txt to determine how the superseded data were derived.
 NM0008
 NM0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN230263(NAD 83)
 NM0008_MARKER: DB = BENCH MARK DISK
 NM0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0008_STAMPING: J 15 1934
 NM0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0008+STABILITY: SURFACE MOTION
 NM0008
 NM0008  HISTORY     - Date     Condition        Report By
 NM0008  HISTORY     - 1934     MONUMENTED       CGS
 NM0008
 NM0008                          STATION DESCRIPTION
 NM0008
 NM0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0008'2 MI NE FROM HINTON.
 NM0008'2 MILES NORTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 NM0008'AT HINTON, PLYMOUTH COUNTY, 169 YARDS NORTHEAST OF A ROAD
 NM0008'CROSSING, 54 YARDS SOUTHWEST OF SIGNAL 496.2, 48.6 FEET SOUTHEAST
 NM0008'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AND 39.1 FEET SOUTHEAST
 NM0008'OF THE SOUTHEAST RAIL OF A SIDETRACK.  A STANDARD DISK, STAMPED
 NM0008'J 15 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 NM0008'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0245 ***********************************************************************
 MJ0245  DESIGNATION -  J 150 RESET
 MJ0245  PID         -  MJ0245
 MJ0245  STATE/COUNTY-  IA/SHELBY
 MJ0245  USGS QUAD   -  CORLEY (1978)
 MJ0245
 MJ0245                         *CURRENT SURVEY CONTROL
 MJ0245  ___________________________________________________________________
 MJ0245* NAD 83(1986)-  41 31 49.     (N)    095 20 11.     (W)     SCALED    
 MJ0245* NAVD 88     -       357.25   (meters)    1172.1    (feet)  RESET     
 MJ0245  ___________________________________________________________________
 MJ0245  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 MJ0245
 MJ0245  VERT ORDER  -  THIRD
 MJ0245
 MJ0245.The horizontal coordinates were scaled from a topographic map and have
 MJ0245.an estimated accuracy of +/- 6 seconds.
 MJ0245
 MJ0245.The orthometric height was computed from unverified reset data.
 MJ0245.No vertical observational check was made to the station.
 MJ0245
 MJ0245.The geoid height was determined by GEOID03.
 MJ0245
 MJ0245;                    North         East    Units  Estimated Accuracy
 MJ0245;SPC IA S     -   171,560.      346,760.      MT  (+/- 180 meters Scaled)
 MJ0245
 MJ0245                          SUPERSEDED SURVEY CONTROL
 MJ0245
 MJ0245  NGVD 29 (??/??/??)  357.15   (m)         1171.7    (f) RESET       3  
 MJ0245
 MJ0245.Superseded values are not recommended for survey control.
 MJ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0245.See file dsdata.txt to determine how the superseded data were derived.
 MJ0245
 MJ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG050002(NAD 83)
 MJ0245_MARKER: DB = BENCH MARK DISK
 MJ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0245_STAMPING: J 150 RESET 1970
 MJ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0245+STABILITY: SURFACE MOTION
 MJ0245
 MJ0245  HISTORY     - Date     Condition        Report By
 MJ0245  HISTORY     - 1970     MONUMENTED       NGS
 MJ0245
 MJ0245                          STATION DESCRIPTION
 MJ0245
 MJ0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0245'3.8 MI N FROM AVOCA.
 MJ0245'3.85 MILES NORTH ALONG U.S. HIGHWAY 59 FROM THE AVOCA WATERWORKS
 MJ0245'BUILDING AT AVOCA, 90 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 MJ0245'59, 39 FEET SOUTH OF THE CENTER OF A FARM DRIVEWAY, 22 FEET SOUTH
 MJ0245'OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST AND SET IN THE
 MJ0245'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0276 ***********************************************************************
 MJ0276  DESIGNATION -  J 151
 MJ0276  PID         -  MJ0276
 MJ0276  STATE/COUNTY-  IA/SHELBY
 MJ0276  USGS QUAD   -  JACKSONVILLE (1978)
 MJ0276
 MJ0276                         *CURRENT SURVEY CONTROL
 MJ0276  ___________________________________________________________________
 MJ0276* NAD 83(1986)-  41 43 01.     (N)    095 13 30.     (W)     SCALED    
 MJ0276* NAVD 88     -       400.756  (meters)    1314.81   (feet)  ADJUSTED  
 MJ0276  ___________________________________________________________________
 MJ0276  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 MJ0276  DYNAMIC HT  -         400.570 (meters)    1314.20  (feet)  COMP
 MJ0276  MODELED GRAV-     980,146.1   (mgal)                       NAVD 88
 MJ0276
 MJ0276  VERT ORDER  -  SECOND    CLASS 0
 MJ0276
 MJ0276.The horizontal coordinates were scaled from a topographic map and have
 MJ0276.an estimated accuracy of +/- 6 seconds.
 MJ0276
 MJ0276.The orthometric height was determined by differential leveling
 MJ0276.and adjusted by the National Geodetic Survey in June 1991..
 MJ0276
 MJ0276.The geoid height was determined by GEOID03.
 MJ0276
 MJ0276.The dynamic height is computed by dividing the NAVD 88
 MJ0276.geopotential number by the normal gravity value computed on the
 MJ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0276.degrees latitude (g = 980.6199 gals.).
 MJ0276
 MJ0276.The modeled gravity was interpolated from observed gravity values.
 MJ0276
 MJ0276;                    North         East    Units  Estimated Accuracy
 MJ0276;SPC IA S     -   192,090.      356,460.      MT  (+/- 180 meters Scaled)
 MJ0276
 MJ0276                          SUPERSEDED SURVEY CONTROL
 MJ0276
 MJ0276  NGVD 29 (??/??/92)  400.627  (m)         1314.39   (f) ADJ UNCH    2 0
 MJ0276
 MJ0276.Superseded values are not recommended for survey control.
 MJ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0276.See file dsdata.txt to determine how the superseded data were derived.
 MJ0276
 MJ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG149207(NAD 83)
 MJ0276_MARKER: DB = BENCH MARK DISK
 MJ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0276_STAMPING: J 151 1949
 MJ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0276+STABILITY: SURFACE MOTION
 MJ0276
 MJ0276  HISTORY     - Date     Condition        Report By
 MJ0276  HISTORY     - 1949     MONUMENTED       CGS
 MJ0276  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0276
 MJ0276                          STATION DESCRIPTION
 MJ0276
 MJ0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0276'6 MI S FROM IRWIN.
 MJ0276'5.95 MILES SOUTH ALONG COUNTY ROAD M FROM ITS JUNCTION WITH
 MJ0276'STATE HIGHWAY 268 AT IRWIN, BETWEEN TWO HILLS, 0.2 MILE EAST
 MJ0276'OF THE JUNCTION OF COUNTY ROADS M AND N, 138.0 FEET EAST OF
 MJ0276'THE CENTER OF A CULVERT, 33 FEET SOUTH OF THE CENTER LINE OF THE
 MJ0276'ROAD, 14 FEET EAST OF THE CENTER OF A GATE, 0.8 FOOT NORTH OF
 MJ0276'A FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MJ0276'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MJ0276
 MJ0276                          STATION RECOVERY (1975)
 MJ0276
 MJ0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0342 ***********************************************************************
 NM0342  DESIGNATION -  J 152
 NM0342  PID         -  NM0342
 NM0342  STATE/COUNTY-  IA/WOODBURY
 NM0342  USGS QUAD   -  LAWTON (1964)
 NM0342
 NM0342                         *CURRENT SURVEY CONTROL
 NM0342  ___________________________________________________________________
 NM0342* NAD 83(1986)-  42 23 15.     (N)    096 14 37.     (W)     SCALED    
 NM0342* NAVD 88     -       332.493  (meters)    1090.85   (feet)  ADJUSTED  
 NM0342  ___________________________________________________________________
 NM0342  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 NM0342  DYNAMIC HT  -         332.385 (meters)    1090.50  (feet)  COMP
 NM0342  MODELED GRAV-     980,285.9   (mgal)                       NAVD 88
 NM0342
 NM0342  VERT ORDER  -  SECOND    CLASS 0
 NM0342
 NM0342.The horizontal coordinates were scaled from a topographic map and have
 NM0342.an estimated accuracy of +/- 6 seconds.
 NM0342
 NM0342.The orthometric height was determined by differential leveling
 NM0342.and adjusted by the National Geodetic Survey in June 1991..
 NM0342
 NM0342.The geoid height was determined by GEOID03.
 NM0342
 NM0342.The dynamic height is computed by dividing the NAVD 88
 NM0342.geopotential number by the normal gravity value computed on the
 NM0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0342.degrees latitude (g = 980.6199 gals.).
 NM0342
 NM0342.The modeled gravity was interpolated from observed gravity values.
 NM0342
 NM0342;                    North         East    Units  Estimated Accuracy
 NM0342;SPC IA N     - 1,102,250.    1,274,120.      MT  (+/- 180 meters Scaled)
 NM0342
 NM0342                          SUPERSEDED SURVEY CONTROL
 NM0342
 NM0342  NGVD 29 (??/??/92)  332.329  (m)         1090.32   (f) ADJ UNCH    2 0
 NM0342
 NM0342.Superseded values are not recommended for survey control.
 NM0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0342.See file dsdata.txt to determine how the superseded data were derived.
 NM0342
 NM0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM268964(NAD 83)
 NM0342_MARKER: DB = BENCH MARK DISK
 NM0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0342_SP_SET: FLOOD GATE
 NM0342_STAMPING: J 152 1949
 NM0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0342
 NM0342  HISTORY     - Date     Condition        Report By
 NM0342  HISTORY     - 1949     MONUMENTED       CGS
 NM0342
 NM0342                          STATION DESCRIPTION
 NM0342
 NM0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0342'2.3 MI SW FROM BRONSON.
 NM0342'1.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0342'FROM THE STATION AT BRONSON, THENCE 0.8 MILE SOUTH ALONG A
 NM0342'GRADED DIRT ROAD, AND SET IN THE TOP OF THE SOUTH WALL OF A
 NM0342'FLOOD GATE IN FARMERS DITCH, 128 FEET WEST OF THE CENTER LINE
 NM0342'OF THE NORTH-SOUTH ROAD, 73 FEET NORTH OF THE CENTER LINE OF AN
 NM0342'EAST-WEST ROAD, 77.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 NM0342'A BRIDGE OVER FARMERS DITCH, 1.3 FEET EAST OF THE SOUTHWEST
 NM0342'CORNER OF THE SOUTH WALL OF THE FLOOD GATE, AND ABOUT LEVEL
 NM0342'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0391 ***********************************************************************
 NM0391  DESIGNATION -  J 153
 NM0391  PID         -  NM0391
 NM0391  STATE/COUNTY-  IA/WOODBURY
 NM0391  USGS QUAD   -  SLOAN (1969)
 NM0391
 NM0391                         *CURRENT SURVEY CONTROL
 NM0391  ___________________________________________________________________
 NM0391* NAD 83(1986)-  42 13 43.     (N)    096 09 26.     (W)     SCALED    
 NM0391* NAVD 88     -       324.966  (meters)    1066.16   (feet)  ADJUSTED  
 NM0391  ___________________________________________________________________
 NM0391  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 NM0391  DYNAMIC HT  -         324.857 (meters)    1065.80  (feet)  COMP
 NM0391  MODELED GRAV-     980,275.9   (mgal)                       NAVD 88
 NM0391
 NM0391  VERT ORDER  -  SECOND    CLASS 0
 NM0391
 NM0391.The horizontal coordinates were scaled from a topographic map and have
 NM0391.an estimated accuracy of +/- 6 seconds.
 NM0391
 NM0391.The orthometric height was determined by differential leveling
 NM0391.and adjusted by the National Geodetic Survey in June 1991..
 NM0391
 NM0391.The geoid height was determined by GEOID03.
 NM0391
 NM0391.The dynamic height is computed by dividing the NAVD 88
 NM0391.geopotential number by the normal gravity value computed on the
 NM0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0391.degrees latitude (g = 980.6199 gals.).
 NM0391
 NM0391.The modeled gravity was interpolated from observed gravity values.
 NM0391
 NM0391;                    North         East    Units  Estimated Accuracy
 NM0391;SPC IA N     - 1,084,380.    1,280,680.      MT  (+/- 180 meters Scaled)
 NM0391
 NM0391                          SUPERSEDED SURVEY CONTROL
 NM0391
 NM0391  NGVD 29 (??/??/92)  324.815  (m)         1065.66   (f) ADJ UNCH    2 0
 NM0391
 NM0391.Superseded values are not recommended for survey control.
 NM0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0391.See file dsdata.txt to determine how the superseded data were derived.
 NM0391
 NM0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM345790(NAD 83)
 NM0391_MARKER: DB = BENCH MARK DISK
 NM0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0391_STAMPING: J 153 1949
 NM0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0391+STABILITY: SURFACE MOTION
 NM0391
 NM0391  HISTORY     - Date     Condition        Report By
 NM0391  HISTORY     - 1949     MONUMENTED       CGS
 NM0391
 NM0391                          STATION DESCRIPTION
 NM0391
 NM0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0391'3.2 MI SW FROM HORNICK.
 NM0391'0.1 MILE SOUTH ALONG STATE HIGHWAY 140 FROM THE CHICAGO, MILWAUKEE,
 NM0391'ST. PAUL AND PACIFIC RAILROAD STATION AT HORNICK, THENCE 3.05
 NM0391'MILES WEST ALONG STATE HIGHWAY 140, AT THE FARM HOME OF M.L.
 NM0391'JACKSON, 136 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 NM0391'28.0 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE, 33.0 FEET
 NM0391'SOUTHWEST OF THE SOUTHWEST CORNER OF THE GARAGE, 13.0 FEET WEST
 NM0391'OF A 40-INCH BOX ELDER TREE, 1.0 FOOT EAST OF A FENCE, AND SET IN
 NM0391'THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 NM0391'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0807 ***********************************************************************
 NM0807  DESIGNATION -  J 154
 NM0807  PID         -  NM0807
 NM0807  STATE/COUNTY-  IA/SIOUX
 NM0807  USGS QUAD   -  CHATSWORTH (1969)
 NM0807
 NM0807                         *CURRENT SURVEY CONTROL
 NM0807  ___________________________________________________________________
 NM0807* NAD 83(1986)-  42 55 40.     (N)    096 30 56.     (W)     SCALED    
 NM0807* NAVD 88     -       352.856  (meters)    1157.66   (feet)  ADJUSTED  
 NM0807  ___________________________________________________________________
 NM0807  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 NM0807  DYNAMIC HT  -         352.764 (meters)    1157.36  (feet)  COMP
 NM0807  MODELED GRAV-     980,348.0   (mgal)                       NAVD 88
 NM0807
 NM0807  VERT ORDER  -  FIRST     CLASS II
 NM0807
 NM0807.The horizontal coordinates were scaled from a topographic map and have
 NM0807.an estimated accuracy of +/- 6 seconds.
 NM0807
 NM0807.The orthometric height was determined by differential leveling
 NM0807.and adjusted by the National Geodetic Survey in June 1991..
 NM0807
 NM0807.The geoid height was determined by GEOID03.
 NM0807
 NM0807.The dynamic height is computed by dividing the NAVD 88
 NM0807.geopotential number by the normal gravity value computed on the
 NM0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0807.degrees latitude (g = 980.6199 gals.).
 NM0807
 NM0807.The modeled gravity was interpolated from observed gravity values.
 NM0807
 NM0807;                    North         East    Units  Estimated Accuracy
 NM0807;SPC IA N     - 1,162,980.    1,253,880.      MT  (+/- 180 meters Scaled)
 NM0807
 NM0807                          SUPERSEDED SURVEY CONTROL
 NM0807
 NM0807  NGVD 29 (??/??/92)  352.659  (m)         1157.02   (f) ADJ UNCH    1 2
 NM0807
 NM0807.Superseded values are not recommended for survey control.
 NM0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0807.See file dsdata.txt to determine how the superseded data were derived.
 NM0807
 NM0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN027557(NAD 83)
 NM0807_MARKER: DB = BENCH MARK DISK
 NM0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0807_STAMPING: J 154 1949
 NM0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0807+STABILITY: SURFACE MOTION
 NM0807
 NM0807  HISTORY     - Date     Condition        Report By
 NM0807  HISTORY     - 1949     MONUMENTED       CGS
 NM0807
 NM0807                          STATION DESCRIPTION
 NM0807
 NM0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0807'1 MI N FROM CHATSWORTH.
 NM0807'1.0 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NM0807'RAILROAD FROM THE STATION AT CHATSWORTH, 2 POLES SOUTH OF
 NM0807'MILE-POST 20, 19 RAILS NORTH OF BRIDGE T-546, 46.0 FEET WEST OF
 NM0807'THE WEST RAIL, 9.2 FEET SOUTH OF A POLE, 1.2 FEET EAST OF THE
 NM0807'RIGHT-OF-WAY FENCE, 1.7 FEET NORTH OF A REFERENCE POST, AND SET
 NM0807'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0337 ***********************************************************************
 NM0337  DESIGNATION -  J 155 RESET
 NM0337  PID         -  NM0337
 NM0337  STATE/COUNTY-  IA/WOODBURY
 NM0337  USGS QUAD   -  SLOAN (1969)
 NM0337
 NM0337                         *CURRENT SURVEY CONTROL
 NM0337  ___________________________________________________________________
 NM0337* NAD 83(1986)-  42 13 43.     (N)    096 09 26.     (W)     SCALED    
 NM0337* NAVD 88     -       358.66   (meters)    1176.7    (feet)  RESET     
 NM0337  ___________________________________________________________________
 NM0337  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 NM0337
 NM0337  VERT ORDER  -  THIRD
 NM0337
 NM0337.The horizontal coordinates were scaled from a topographic map and have
 NM0337.an estimated accuracy of +/- 6 seconds.
 NM0337
 NM0337.The orthometric height was computed from unverified reset data.
 NM0337
 NM0337.The geoid height was determined by GEOID03.
 NM0337
 NM0337;                    North         East    Units  Estimated Accuracy
 NM0337;SPC IA N     - 1,084,380.    1,280,680.      MT  (+/- 180 meters Scaled)
 NM0337
 NM0337                          SUPERSEDED SURVEY CONTROL
 NM0337
 NM0337.No superseded survey control is available for this station.
 NM0337
 NM0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM345790(NAD 83)
 NM0337_MARKER: DB = BENCH MARK DISK
 NM0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0337_STAMPING: J 155 RESET 1973
 NM0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0337+STABILITY: SURFACE MOTION
 NM0337
 NM0337  HISTORY     - Date     Condition        Report By
 NM0337  HISTORY     - 1973     MONUMENTED       NGS
 NM0337
 NM0337                          STATION DESCRIPTION
 NM0337
 NM0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NM0337'3.5 MI E FROM SLOAN.
 NM0337'TO REACH THE BENCH MARK FROM THE RAILROAD CROSSING AND STATE
 NM0337'HIGHWAY 141 AT THE SOUTH SIDE OF SLOAN, GO EAST ON HIGHWAY 141
 NM0337'FOR 3.5 MILES TO THE MARTIN RITTSCHER FARM HOME AND THE BENCH
 NM0337'MARK ON THE LEFT.  THE BENCH MARK IS A STANDARD DISK STAMPED
 NM0337'J 155 RESET 1973, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NM0337'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 100
 NM0337'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE ATTACHED
 NM0337'TO THE HOUSE, 47 FEET EAST OF THE CENTER OF THE DRIVEWAY, 4 FEET
 NM0337'NORTHEAST OF A POWER POLE AND 2 FEET NORTH-NORTHWEST OF A
 NM0337'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0301 ***********************************************************************
 LF0301  DESIGNATION -  J 156
 LF0301  PID         -  LF0301
 LF0301  STATE/COUNTY-  IA/FREMONT
 LF0301  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF0301
 LF0301                         *CURRENT SURVEY CONTROL
 LF0301  ___________________________________________________________________
 LF0301* NAD 83(1996)-  40 46 18.98887(N)    095 25 22.39496(W)     ADJUSTED  
 LF0301* NAVD 88     -       305.285  (meters)    1001.59   (feet)  ADJUSTED  
 LF0301  ___________________________________________________________________
 LF0301  X           -    -457,161.102 (meters)                     COMP
 LF0301  Y           -  -4,815,726.059 (meters)                     COMP
 LF0301  Z           -   4,143,455.770 (meters)                     COMP
 LF0301  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 LF0301  ELLIP HEIGHT-         275.00  (meters)          (05/06/99) GPS OBS
 LF0301  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LF0301  DYNAMIC HT  -         305.121 (meters)    1001.05  (feet)  COMP
 LF0301  MODELED GRAV-     980,080.0   (mgal)                       NAVD 88
 LF0301
 LF0301  HORZ ORDER  -  THIRD
 LF0301  VERT ORDER  -  SECOND    CLASS 0
 LF0301  ELLP ORDER  -  FOURTH    CLASS I
 LF0301
 LF0301.The horizontal coordinates were established by GPS observations
 LF0301.and adjusted by the National Geodetic Survey in May 1999..
 LF0301
 LF0301.The orthometric height was determined by differential leveling
 LF0301.and adjusted by the National Geodetic Survey in June 1991..
 LF0301
 LF0301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF0301
 LF0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0301
 LF0301.The ellipsoidal height was determined by GPS observations
 LF0301.and is referenced to NAD 83.
 LF0301
 LF0301.The geoid height was determined by GEOID03.
 LF0301
 LF0301.The dynamic height is computed by dividing the NAVD 88
 LF0301.geopotential number by the normal gravity value computed on the
 LF0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0301.degrees latitude (g = 980.6199 gals.).
 LF0301
 LF0301.The modeled gravity was interpolated from observed gravity values.
 LF0301
 LF0301;                    North         East     Units Scale Factor Converg.
 LF0301;SPC IA S     -    87,517.027   337,678.235   MT  0.99997622   -1 15 59.8
 LF0301;UTM  15      - 4,516,265.213   295,521.634   MT  1.00011466   -1 34 58.1
 LF0301
 LF0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0301!SPC IA S     -   0.99995686  x   0.99997622  =   0.99993309
 LF0301!UTM  15      -   0.99995686  x   1.00011466  =   1.00007152
 LF0301
 LF0301                          SUPERSEDED SURVEY CONTROL
 LF0301
 LF0301  NAD 83(1996)-  40 46 18.98560(N)    095 25 22.38411(W) AD(       ) 3
 LF0301  NAD 83(1986)-  40 46 18.98889(N)    095 25 22.38045(W) AD(       ) 3
 LF0301  NGVD 29 (??/??/92)  305.170  (m)         1001.21   (f) ADJ UNCH    2 0
 LF0301
 LF0301.Superseded values are not recommended for survey control.
 LF0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0301.See file dsdata.txt to determine how the superseded data were derived.
 LF0301
 LF0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF9552216265(NAD 83)
 LF0301_MARKER: DB = BENCH MARK DISK
 LF0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0301_SP_SET: CULVERT
 LF0301_STAMPING: J 156 1949
 LF0301_MARK LOGO: CGS   
 LF0301_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0301+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1989
 LF0301
 LF0301  HISTORY     - Date     Condition        Report By
 LF0301  HISTORY     - 1949     MONUMENTED       CGS
 LF0301  HISTORY     - 19890608 GOOD             NGS
 LF0301
 LF0301                          STATION DESCRIPTION
 LF0301
 LF0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0301'2.2 MI W FROM SHENANDOAH.
 LF0301'2.2 MILES WEST ALONG STATE HIGHWAY 2 FROM ITS INTERSECTION
 LF0301'WITH U.S. HIGHWAY 59 AND STATE HIGHWAY 48 AT THE WEST EDGE
 LF0301'OF SHENANDOAH, SET IN THE TOP OF THE EAST END OF THE NORTH
 LF0301'HEADWALL OF A 4 FOOT CONCRETE BOX CULVERT, 19 FEET NORTH OF THE
 LF0301'CENTER LINE OF THE HIGHWAY, 16 FEET SOUTHWEST OF A TELEPHONE
 LF0301'POLE, 46 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 LF0301'1.0 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 LF0301
 LF0301                          STATION RECOVERY (1989)
 LF0301
 LF0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0301'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) WEST OF SHENANDOAH,
 LF0301'ALONG THE NORTH SIDE OF COUNTY ROAD J 32 (SHERIDAN AVENUE) IN TOP OF
 LF0301'THE NORTH HEAD WALL OF A CULVERT.  OWNERSHIP--DEPARTMENT OF
 LF0301'TRANSPORTATION, 800 LINCOLN WAY, AMES, IA 50010, PHONE (515) 239-1101.
 LF0301'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND STATE
 LF0301'HIGHWAY 2, ABOUT 1.6 KM (1.00 MI) SOUTHWEST OF SHENANDOAH, GO NORTH ON
 LF0301'US HIGHWAY 59 FOR 2.6 KM (1.60 MI) TO THE INTERSECTION OF SHERIDAN
 LF0301'AVENUE (COUNTY ROAD J 32).  TURN LEFT ON SHERIDAN AVENUE (COUNTY ROAD
 LF0301'J 32) FOR 3.55 KM (2.20 MI) TO THE THE INTERSECTION OF A GRAVEL ROAD
 LF0301'AND THE STATION ON THE RIGHT.
 LF0301'THE STATION IS A STANDARD BENCHMARK DISK SET FLUSH IN THE EAST END OF
 LF0301'THE NORTH HEADWALL OF A CULVERT.  LOCATED 14.5 M (47.6 FT) WEST OF THE
 LF0301'CENTER OF THE GRAVEL ROAD, 5.9 KM (3.65 MI) NORTH OF THE CENTER OF
 LF0301'COUNTY ROAD J 32, 5.2 M (17.1 FT) SOUTHWEST OF POWER POLE 69-40-15-00
 LF0301'AND 0.2 M (0.7 FT) WEST OF A FIBERGLASS WITNESS POST.
 LF0301'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0900 ***********************************************************************
 LF0900  DESIGNATION -  J 157
 LF0900  PID         -  LF0900
 LF0900  STATE/COUNTY-  IA/FREMONT
 LF0900  USGS QUAD   -  SIDNEY (1981)
 LF0900
 LF0900                         *CURRENT SURVEY CONTROL
 LF0900  ___________________________________________________________________
 LF0900* NAD 83(1986)-  40 43 22.     (N)    095 38 45.     (W)     SCALED    
 LF0900* NAVD 88     -       307.329  (meters)    1008.30   (feet)  ADJUSTED  
 LF0900  ___________________________________________________________________
 LF0900  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LF0900  DYNAMIC HT  -         307.165 (meters)    1007.76  (feet)  COMP
 LF0900  MODELED GRAV-     980,083.7   (mgal)                       NAVD 88
 LF0900
 LF0900  VERT ORDER  -  SECOND    CLASS 0
 LF0900
 LF0900.The horizontal coordinates were scaled from a topographic map and have
 LF0900.an estimated accuracy of +/- 6 seconds.
 LF0900
 LF0900.The orthometric height was determined by differential leveling
 LF0900.and adjusted by the National Geodetic Survey in June 1991..
 LF0900
 LF0900.The geoid height was determined by GEOID03.
 LF0900
 LF0900.The dynamic height is computed by dividing the NAVD 88
 LF0900.geopotential number by the normal gravity value computed on the
 LF0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0900.degrees latitude (g = 980.6199 gals.).
 LF0900
 LF0900.The modeled gravity was interpolated from observed gravity values.
 LF0900
 LF0900;                    North         East    Units  Estimated Accuracy
 LF0900;SPC IA S     -    82,500.      318,730.      MT  (+/- 180 meters Scaled)
 LF0900
 LF0900                          SUPERSEDED SURVEY CONTROL
 LF0900
 LF0900  NGVD 29 (??/??/92)  307.225  (m)         1007.95   (f) ADJ UNCH    2 0
 LF0900
 LF0900.Superseded values are not recommended for survey control.
 LF0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0900.See file dsdata.txt to determine how the superseded data were derived.
 LF0900
 LF0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF765113(NAD 83)
 LF0900_MARKER: DB = BENCH MARK DISK
 LF0900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0900_SP_SET: BRIDGE ABUTMENT
 LF0900_STAMPING: J 157 1949
 LF0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0900
 LF0900  HISTORY     - Date     Condition        Report By
 LF0900  HISTORY     - 1949     MONUMENTED       CGS
 LF0900  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0900
 LF0900                          STATION DESCRIPTION
 LF0900
 LF0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0900'1.7 MI S FROM SIDNEY.
 LF0900'1.7 MILES SOUTH ALONG U.S. HIGHWAY 275 FROM THE COURTHOUSE AT
 LF0900'SIDNEY, 147 FEET SOUTHWEST OF A FARMHOUSE, 12.4 FEET WEST OF THE
 LF0900'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST
 LF0900'ABUTMENT OF A 41X20 FOOT STEEL BRIDGE, 2.0 FEET WEST OF THE
 LF0900'WEST RAILING OF THE BRIDGE.
 LF0900
 LF0900                          STATION RECOVERY (1976)
 LF0900
 LF0900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0901 ***********************************************************************
 LF0901  DESIGNATION -  J 157 RESET
 LF0901  PID         -  LF0901
 LF0901  STATE/COUNTY-  IA/FREMONT
 LF0901  USGS QUAD   -  SIDNEY (1981)
 LF0901
 LF0901                         *CURRENT SURVEY CONTROL
 LF0901  ___________________________________________________________________
 LF0901* NAD 83(1986)-  40 43 22.     (N)    095 38 45.     (W)     SCALED    
 LF0901* NAVD 88     -       306.19   (meters)    1004.6    (feet)  RESET     
 LF0901  ___________________________________________________________________
 LF0901  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LF0901
 LF0901  VERT ORDER  -  THIRD
 LF0901
 LF0901.The horizontal coordinates were scaled from a topographic map and have
 LF0901.an estimated accuracy of +/- 6 seconds.
 LF0901
 LF0901.The orthometric height was computed from unverified reset data.
 LF0901
 LF0901.The geoid height was determined by GEOID03.
 LF0901
 LF0901;                    North         East    Units  Estimated Accuracy
 LF0901;SPC IA S     -    82,500.      318,730.      MT  (+/- 180 meters Scaled)
 LF0901
 LF0901                          SUPERSEDED SURVEY CONTROL
 LF0901
 LF0901  NGVD 29 (??/??/??)  306.09   (m)         1004.2    (f) RESET       3  
 LF0901
 LF0901.Superseded values are not recommended for survey control.
 LF0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0901.See file dsdata.txt to determine how the superseded data were derived.
 LF0901
 LF0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF765113(NAD 83)
 LF0901_MARKER: DB = BENCH MARK DISK
 LF0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0901_SP_SET: CULVERT
 LF0901_STAMPING: J 157 RESET 1964
 LF0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0901
 LF0901  HISTORY     - Date     Condition        Report By
 LF0901  HISTORY     - 1964     MONUMENTED       LOCENG
 LF0901
 LF0901                          STATION DESCRIPTION
 LF0901
 LF0901'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 LF0901'1.7 MI S FROM SIDNEY.
 LF0901'ABOUT 1.7 MILES SOUTH ALONG U.S. HIGHWAY 275 FROM THE COURTHOUSE
 LF0901'AT SIDNEY, 41.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, SET
 LF0901'IN THE CENTER OF THE WEST HEADWALL OF A TWIN 12X12X137 CULVERT,
 LF0901'185 FEET SOUTHWEST OF A FARMHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1006 ***********************************************************************
 MJ1006  DESIGNATION -  J 158
 MJ1006  PID         -  MJ1006
 MJ1006  STATE/COUNTY-  IA/MONONA
 MJ1006  USGS QUAD   -  MOORHEAD NW (1971)
 MJ1006
 MJ1006                         *CURRENT SURVEY CONTROL
 MJ1006  ___________________________________________________________________
 MJ1006* NAD 83(1986)-  41 59 03.     (N)    095 58 56.     (W)     SCALED    
 MJ1006* NAVD 88     -       317.119  (meters)    1040.41   (feet)  ADJUSTED  
 MJ1006  ___________________________________________________________________
 MJ1006  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 MJ1006  DYNAMIC HT  -         317.000 (meters)    1040.02  (feet)  COMP
 MJ1006  MODELED GRAV-     980,237.6   (mgal)                       NAVD 88
 MJ1006
 MJ1006  VERT ORDER  -  SECOND    CLASS 0
 MJ1006
 MJ1006.The horizontal coordinates were scaled from a topographic map and have
 MJ1006.an estimated accuracy of +/- 6 seconds.
 MJ1006
 MJ1006.The orthometric height was determined by differential leveling
 MJ1006.and adjusted by the National Geodetic Survey in June 1991..
 MJ1006
 MJ1006.The geoid height was determined by GEOID03.
 MJ1006
 MJ1006.The dynamic height is computed by dividing the NAVD 88
 MJ1006.geopotential number by the normal gravity value computed on the
 MJ1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1006.degrees latitude (g = 980.6199 gals.).
 MJ1006
 MJ1006.The modeled gravity was interpolated from observed gravity values.
 MJ1006
 MJ1006;                    North         East    Units  Estimated Accuracy
 MJ1006;SPC IA N     - 1,056,800.    1,294,320.      MT  (+/- 180 meters Scaled)
 MJ1006
 MJ1006                          SUPERSEDED SURVEY CONTROL
 MJ1006
 MJ1006  NGVD 29 (??/??/92)  316.970  (m)         1039.93   (f) ADJ UNCH    2 0
 MJ1006
 MJ1006.Superseded values are not recommended for survey control.
 MJ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1006.See file dsdata.txt to determine how the superseded data were derived.
 MJ1006
 MJ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG529523(NAD 83)
 MJ1006_MARKER: DB = BENCH MARK DISK
 MJ1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ1006_STAMPING: J 158 1949
 MJ1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1006+STABILITY: SURFACE MOTION
 MJ1006
 MJ1006  HISTORY     - Date     Condition        Report By
 MJ1006  HISTORY     - 1949     MONUMENTED       CGS
 MJ1006
 MJ1006                          STATION DESCRIPTION
 MJ1006
 MJ1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ1006'3.7 MI SW FROM TURIN.
 MJ1006'0.8 MILE WEST ALONG IOWA STATE HIGHWAY 37 AND 175 FROM THE
 MJ1006'POST OFFICE AT TURIN, THENCE 2.9 MILES SOUTH ALONG A WINDING
 MJ1006'GRADED DIRT ROAD, 58 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 MJ1006'THE EARL ROWLAND FARMHOUSE, 44 FEET EAST OF THE CENTER LINE OF
 MJ1006'THE ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE DRIVE LEADING
 MJ1006'EAST TO THE FARMHOUSE, 13 FEET NORTH OF A 10-INCH ELM TREE, 1.2
 MJ1006'FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 MJ1006'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0444 ***********************************************************************
 NL0444  CBN         -  This is a Cooperative Base Network Control Station.
 NL0444  DESIGNATION -  J 159
 NL0444  PID         -  NL0444
 NL0444  STATE/COUNTY-  IA/MONONA
 NL0444  USGS QUAD   -  MAPLETON SE (1982)
 NL0444
 NL0444                         *CURRENT SURVEY CONTROL
 NL0444  ___________________________________________________________________
 NL0444* NAD 83(1996)-  42 00 24.60952(N)    095 50 57.75939(W)     ADJUSTED  
 NL0444* NAVD 88     -       413.480  (meters)    1356.56   (feet)  ADJUSTED  
 NL0444  ___________________________________________________________________
 NL0444  X           -    -483,761.405 (meters)                     COMP
 NL0444  Y           -  -4,722,062.075 (meters)                     COMP
 NL0444  Z           -   4,246,426.096 (meters)                     COMP
 NL0444  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 NL0444  ELLIP HEIGHT-         385.56  (meters)          (06/15/04) GPS OBS
 NL0444  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 NL0444  DYNAMIC HT  -         413.323 (meters)    1356.04  (feet)  COMP
 NL0444  MODELED GRAV-     980,228.8   (mgal)                       NAVD 88
 NL0444
 NL0444  HORZ ORDER  -  B
 NL0444  VERT ORDER  -  SECOND    CLASS 0
 NL0444  ELLP ORDER  -  FOURTH    CLASS I
 NL0444
 NL0444.The horizontal coordinates were established by GPS observations
 NL0444.and adjusted by the National Geodetic Survey in August 1997..
 NL0444
 NL0444.The orthometric height was determined by differential leveling
 NL0444.and adjusted by the National Geodetic Survey in June 1991..
 NL0444
 NL0444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0444
 NL0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0444
 NL0444.The ellipsoidal height was determined by GPS observations
 NL0444.and is referenced to NAD 83.
 NL0444
 NL0444.The geoid height was determined by GEOID03.
 NL0444
 NL0444.The dynamic height is computed by dividing the NAVD 88
 NL0444.geopotential number by the normal gravity value computed on the
 NL0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0444.degrees latitude (g = 980.6199 gals.).
 NL0444
 NL0444.The modeled gravity was interpolated from observed gravity values.
 NL0444
 NL0444;                    North         East     Units Scale Factor Converg.
 NL0444;SPC IA N     - 1,059,001.967 1,305,395.943   MT  1.00001140   -1 35 32.2
 NL0444;UTM  15      - 4,654,463.481   264,036.273   MT  1.00028518   -1 54 27.9
 NL0444
 NL0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0444!SPC IA N     -   0.99993953  x   1.00001140  =   0.99995093
 NL0444!UTM  15      -   0.99993953  x   1.00028518  =   1.00022469
 NL0444
 NL0444                          SUPERSEDED SURVEY CONTROL
 NL0444
 NL0444  ELLIP H (08/25/97)  385.60   (m)                       GP(       ) 4 1
 NL0444  NAVD 88 (08/25/97)  413.48   (m)         1356.6    (f) LEVELING    3  
 NL0444  NGVD 29 (??/??/92)  413.334  (m)         1356.08   (f) ADJ UNCH    2 0
 NL0444
 NL0444.Superseded values are not recommended for survey control.
 NL0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0444.See file dsdata.txt to determine how the superseded data were derived.
 NL0444
 NL0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG6403654463(NAD 83)
 NL0444_MARKER: DB = BENCH MARK DISK
 NL0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0444_STAMPING: J 159 1949
 NL0444_MARK LOGO: CGS   
 NL0444_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0444+STABILITY: SURFACE MOTION
 NL0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0444+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1996
 NL0444
 NL0444  HISTORY     - Date     Condition        Report By
 NL0444  HISTORY     - 1949     MONUMENTED       CGS
 NL0444  HISTORY     - 1982     GOOD             LOCENG
 NL0444  HISTORY     - 19960905 GOOD             IADT
 NL0444
 NL0444                          STATION DESCRIPTION
 NL0444
 NL0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0444'4.4 MI NW FROM SOLDIER.
 NL0444'4.35 MILES NORTHWEST ALONG IOWA STATE HIGHWAY 37 FROM THE CHICAGO
 NL0444'AND NORTH WESTERN RAILWAY STATION AT SOLDIER, ON THE SOUTHEAST
 NL0444'SLOPE OF A HILL, 0.15 MILE WEST OF A ROAD INTERSECTION, 60
 NL0444'YARDS (PACED) SOUTH OF THE JORDAN CEMETERY FENCE, 49 FEET SOUTH
 NL0444'OF THE CENTER LINE OF THE HIGHWAY, 16.4 FEET WEST OF THE CENTER
 NL0444'LINE OF A FARM ROAD LEADING SOUTH INTO A HAY FIELD, 9.0 FEET
 NL0444'WEST OF THE WEST GATE POST, 1.6 FEET NORTH OF A FENCE LINE,
 NL0444'1.3 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 NL0444'5-FOOT CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 NL0444
 NL0444                          STATION RECOVERY (1982)
 NL0444
 NL0444'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 NL0444'12.0 FEET WEST OF THE CENTERLINE OF A FARM ROAD LEADING SOUTH 4.0
 NL0444'FEET WEST OF THE WEST GATE POST 5.0 FEET EAST OF A REFERENCE POST.
 NL0444
 NL0444                          STATION RECOVERY (1996)
 NL0444
 NL0444'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 NL0444'RECOVERED IN 1996 BY IOWA DOT.  LOCATED IN THE NORTHEAST QUARTER OF
 NL0444'SECTION 16, T 83 N, R 43 W.  THE 1949 DESCRIPTION IS ADEQUATE, EXCEPT
 NL0444'THAT THE FARM ROAD LEADING SOUTH IS MERELY A FIELD ENTRANCE.  A PINK
 NL0444'STATE HARN SURVEY SIGN WAS SET 0.8 M (2.6 FT) EAST OF THE MONUMENT,
 NL0444'WHICH IS ON THE SOUTH SIDE OF STATE HWY 37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0548 ***********************************************************************
 OP0548  DESIGNATION -  J 16
 OP0548  PID         -  OP0548
 OP0548  STATE/COUNTY-  IA/SIOUX
 OP0548  USGS QUAD   -  MATLOCK (1964)
 OP0548
 OP0548                         *CURRENT SURVEY CONTROL
 OP0548  ___________________________________________________________________
 OP0548* NAD 83(1986)-  43 08 48.     (N)    095 52 44.     (W)     SCALED    
 OP0548* NAVD 88     -       418.617  (meters)    1373.41   (feet)  ADJUSTED  
 OP0548  ___________________________________________________________________
 OP0548  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 OP0548  DYNAMIC HT  -         418.499 (meters)    1373.03  (feet)  COMP
 OP0548  MODELED GRAV-     980,325.5   (mgal)                       NAVD 88
 OP0548
 OP0548  VERT ORDER  -  SECOND    CLASS 0
 OP0548
 OP0548.The horizontal coordinates were scaled from a topographic map and have
 OP0548.an estimated accuracy of +/- 6 seconds.
 OP0548
 OP0548.The orthometric height was determined by differential leveling
 OP0548.and adjusted by the National Geodetic Survey in June 1991..
 OP0548
 OP0548.The geoid height was determined by GEOID03.
 OP0548
 OP0548.The dynamic height is computed by dividing the NAVD 88
 OP0548.geopotential number by the normal gravity value computed on the
 OP0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0548.degrees latitude (g = 980.6199 gals.).
 OP0548
 OP0548.The modeled gravity was interpolated from observed gravity values.
 OP0548
 OP0548;                    North         East    Units  Estimated Accuracy
 OP0548;SPC IA N     - 1,185,630.    1,306,510.      MT  (+/- 180 meters Scaled)
 OP0548
 OP0548                          SUPERSEDED SURVEY CONTROL
 OP0548
 OP0548  NGVD 29 (??/??/92)  418.428  (m)         1372.79   (f) ADJ UNCH    2 0
 OP0548
 OP0548.Superseded values are not recommended for survey control.
 OP0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0548.See file dsdata.txt to determine how the superseded data were derived.
 OP0548
 OP0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH658811(NAD 83)
 OP0548_MARKER: DB = BENCH MARK DISK
 OP0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0548_STAMPING: J 16 1934
 OP0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0548+STABILITY: SURFACE MOTION
 OP0548
 OP0548  HISTORY     - Date     Condition        Report By
 OP0548  HISTORY     - 1934     MONUMENTED       CGS
 OP0548
 OP0548                          STATION DESCRIPTION
 OP0548
 OP0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0548'2.3 MI S FROM SHELDON.
 OP0548'IN SIOUX COUNTY, 2.3 MILES SOUTH ALONG THE CHICAGO, ST. PAUL,
 OP0548'MINNEAPOLIS AND OMAHA RAILWAY FROM THE STATION AT SHELDON, OBRIEN
 OP0548'COUNTY, 25 YARDS NORTH OF MILEPOST 214, 43.3 FEET WEST OF THE WEST
 OP0548'RAIL, AND 3.2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK
 OP0548'STAMPED J 16 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OP0548'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0132 ***********************************************************************
 MK0132  DESIGNATION -  J 160
 MK0132  PID         -  MK0132
 MK0132  STATE/COUNTY-  IA/HARRISON
 MK0132  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0132
 MK0132                         *CURRENT SURVEY CONTROL
 MK0132  ___________________________________________________________________
 MK0132* NAD 83(1986)-  41 50 00.     (N)    096 01 15.     (W)     SCALED    
 MK0132* NAVD 88     -       315.874  (meters)    1036.33   (feet)  ADJUSTED  
 MK0132  ___________________________________________________________________
 MK0132  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 MK0132  DYNAMIC HT  -         315.749 (meters)    1035.92  (feet)  COMP
 MK0132  MODELED GRAV-     980,217.1   (mgal)                       NAVD 88
 MK0132
 MK0132  VERT ORDER  -  SECOND    CLASS 0
 MK0132
 MK0132.The horizontal coordinates were scaled from a topographic map and have
 MK0132.an estimated accuracy of +/- 6 seconds.
 MK0132
 MK0132.The orthometric height was determined by differential leveling
 MK0132.and adjusted by the National Geodetic Survey in June 1991..
 MK0132
 MK0132.The geoid height was determined by GEOID03.
 MK0132
 MK0132.The dynamic height is computed by dividing the NAVD 88
 MK0132.geopotential number by the normal gravity value computed on the
 MK0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0132.degrees latitude (g = 980.6199 gals.).
 MK0132
 MK0132.The modeled gravity was interpolated from observed gravity values.
 MK0132
 MK0132;                    North         East    Units  Estimated Accuracy
 MK0132;SPC IA S     -   206,630.      290,630.      MT  (+/- 180 meters Scaled)
 MK0132
 MK0132                          SUPERSEDED SURVEY CONTROL
 MK0132
 MK0132  NGVD 29 (??/??/92)  315.724  (m)         1035.84   (f) ADJ UNCH    2 0
 MK0132
 MK0132.Superseded values are not recommended for survey control.
 MK0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0132.See file dsdata.txt to determine how the superseded data were derived.
 MK0132
 MK0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM473355(NAD 83)
 MK0132_MARKER: DB = BENCH MARK DISK
 MK0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0132_STAMPING: J 160 1949
 MK0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0132+STABILITY: SURFACE MOTION
 MK0132
 MK0132  HISTORY     - Date     Condition        Report By
 MK0132  HISTORY     - 1949     MONUMENTED       CGS
 MK0132  HISTORY     - 1974     GOOD             LOCSUR
 MK0132
 MK0132                          STATION DESCRIPTION
 MK0132
 MK0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0132'1.8 MI NE FROM LITTLE SIOUX.
 MK0132'1.2 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 MK0132'LITTLE SIOUX, THENCE 0.25 MILE EAST ALONG A GRADED DIRT ROAD,
 MK0132'THENCE 0.4 MILE NORTH ALONG A GRADED DIRT ROAD, AT THE ENTRANCE
 MK0132'TO THE HAROLD PIPPITT FARM HOME, 38 FEET WEST OF THE CENTER LINE
 MK0132'OF THE ROAD, 13 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVE,
 MK0132'9.4 FEET NORTHWEST OF A TELEPHONE POLE, 1.0 FOOT NORTH OF A
 MK0132'YARD FENCE, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST WHICH
 MK0132'IS SET FLUSH WITH THE GROUND.  NOTE-- 1.6 N, .3 NE 1.7 E, .5 N.
 MK0132
 MK0132                          STATION RECOVERY (1974)
 MK0132
 MK0132'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0279 ***********************************************************************
 LF0279  DESIGNATION -  J 161
 LF0279  PID         -  LF0279
 LF0279  STATE/COUNTY-  IA/MONTGOMERY
 LF0279  USGS QUAD   -  COBURG (1978)
 LF0279
 LF0279                         *CURRENT SURVEY CONTROL
 LF0279  ___________________________________________________________________
 LF0279* NAD 83(1986)-  40 54 05.     (N)    095 16 12.     (W)     SCALED    
 LF0279* NAVD 88     -       307.064  (meters)    1007.43   (feet)  ADJUSTED  
 LF0279  ___________________________________________________________________
 LF0279  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LF0279  DYNAMIC HT  -         306.904 (meters)    1006.90  (feet)  COMP
 LF0279  MODELED GRAV-     980,095.0   (mgal)                       NAVD 88
 LF0279
 LF0279  VERT ORDER  -  SECOND    CLASS 0
 LF0279
 LF0279.The horizontal coordinates were scaled from a topographic map and have
 LF0279.an estimated accuracy of +/- 6 seconds.
 LF0279
 LF0279.The orthometric height was determined by differential leveling
 LF0279.and adjusted by the National Geodetic Survey in June 1991..
 LF0279
 LF0279.The geoid height was determined by GEOID03.
 LF0279
 LF0279.The dynamic height is computed by dividing the NAVD 88
 LF0279.geopotential number by the normal gravity value computed on the
 LF0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0279.degrees latitude (g = 980.6199 gals.).
 LF0279
 LF0279.The modeled gravity was interpolated from observed gravity values.
 LF0279
 LF0279;                    North         East    Units  Estimated Accuracy
 LF0279;SPC IA S     -   101,620.      350,880.      MT  (+/- 180 meters Scaled)
 LF0279
 LF0279                          SUPERSEDED SURVEY CONTROL
 LF0279
 LF0279  NGVD 29 (??/??/92)  306.957  (m)         1007.07   (f) ADJ UNCH    2 0
 LF0279
 LF0279.Superseded values are not recommended for survey control.
 LF0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0279.See file dsdata.txt to determine how the superseded data were derived.
 LF0279
 LF0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF087302(NAD 83)
 LF0279_MARKER: DB = BENCH MARK DISK
 LF0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0279_STAMPING: J 161 1949
 LF0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0279+STABILITY: SURFACE MOTION
 LF0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0279+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2001
 LF0279
 LF0279  HISTORY     - Date     Condition        Report By
 LF0279  HISTORY     - 1949     MONUMENTED       CGS
 LF0279  HISTORY     - 1976     GOOD             USGS
 LF0279  HISTORY     - 20011006 GOOD             JCLS
 LF0279  HISTORY     - 20011009 GOOD             JCLS
 LF0279
 LF0279                          STATION DESCRIPTION
 LF0279
 LF0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0279'1.1 MI SW FROM COBURG.
 LF0279'1.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0279'RAILWAY FROM THE STATION AT COBURG, AT A PRIVATE ROAD CROSSING,
 LF0279'AT THE SOUTHWEST CORNER OF A GROVE OF TREES, 45 FEET EAST OF
 LF0279'THE EAST RAIL OF THE TRACK, 27.7 FEET EAST OF A TELEPHONE POLE,
 LF0279'11.3 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST
 LF0279'AND WEST, 3.8 FEET NORTHWEST OF THE NORTH GATE POST, 1.8 FEET
 LF0279'WEST OF THE EAST RIGHT OF WAY FENCE, 1.1 FEET EAST OF A REFERENCE
 LF0279'POST, AND SET IN THE TOP A 5-FOOT CONCRETE POST PROJECTING
 LF0279'0.4 FOOT ABOVE THE GROUND.
 LF0279
 LF0279                          STATION RECOVERY (1976)
 LF0279
 LF0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0279'1.1 MI. SOUTHWEST ALONG C.B. AND Q R.Y. FROM STATION AT COBURG, AT A
 LF0279'PRIVATE ROAD CROSSING, AT SOUTHWEST CORNER OF A GROVE OF TREES 45
 LF0279'FEET EAST OF THE EAST RAIL OF THE TRACK, 27.7 FEET EAST OF A
 LF0279'TELEPHONE POLE, 8.3 FEET NORTH OF CENTER LINE OF ROAD LEADING EAST
 LF0279'AND WEST, 1.8 FEET NORTHWEST OF THE NORTH GATE POST, 1.8 FEET WEST OF
 LF0279'THE EAST RIGHT OF WAY FENCE, AND SET IN THE TOP OF A 5 FOOT CONCRETE
 LF0279'POST PROJECTING 0.4 FEET ABOVE THE GROUND.
 LF0279
 LF0279                          STATION RECOVERY (2001)
 LF0279
 LF0279'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 LF0279'RECOVERED IN GOOD CONDITION.
 LF0279
 LF0279                          STATION RECOVERY (2001)
 LF0279
 LF0279'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 LF0279'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0013 ***********************************************************************
 MJ0013  DESIGNATION -  J 162
 MJ0013  PID         -  MJ0013
 MJ0013  STATE/COUNTY-  IA/GUTHRIE
 MJ0013  USGS QUAD   -  STUART NORTH (1982)
 MJ0013
 MJ0013                         *CURRENT SURVEY CONTROL
 MJ0013  ___________________________________________________________________
 MJ0013* NAD 83(1986)-  41 30 26.     (N)    094 20 16.     (W)     SCALED    
 MJ0013* NAVD 88     -       373.066  (meters)    1223.97   (feet)  ADJUSTED  
 MJ0013  ___________________________________________________________________
 MJ0013  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 MJ0013  DYNAMIC HT  -         372.911 (meters)    1223.46  (feet)  COMP
 MJ0013  MODELED GRAV-     980,197.0   (mgal)                       NAVD 88
 MJ0013
 MJ0013  VERT ORDER  -  FIRST     CLASS II
 MJ0013
 MJ0013.The horizontal coordinates were scaled from a topographic map and have
 MJ0013.an estimated accuracy of +/- 6 seconds.
 MJ0013
 MJ0013.The orthometric height was determined by differential leveling
 MJ0013.and adjusted by the National Geodetic Survey in June 1991..
 MJ0013
 MJ0013.The geoid height was determined by GEOID03.
 MJ0013
 MJ0013.The dynamic height is computed by dividing the NAVD 88
 MJ0013.geopotential number by the normal gravity value computed on the
 MJ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0013.degrees latitude (g = 980.6199 gals.).
 MJ0013
 MJ0013.The modeled gravity was interpolated from observed gravity values.
 MJ0013
 MJ0013;                    North         East    Units  Estimated Accuracy
 MJ0013;SPC IA S     -   167,710.      430,060.      MT  (+/- 180 meters Scaled)
 MJ0013
 MJ0013                          SUPERSEDED SURVEY CONTROL
 MJ0013
 MJ0013  NGVD 29 (??/??/92)  373.006  (m)         1223.77   (f) ADJ UNCH    1 2
 MJ0013
 MJ0013.Superseded values are not recommended for survey control.
 MJ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0013.See file dsdata.txt to determine how the superseded data were derived.
 MJ0013
 MJ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF883959(NAD 83)
 MJ0013_MARKER: DB = BENCH MARK DISK
 MJ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0013_STAMPING: J 162 1950
 MJ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0013+STABILITY: SURFACE MOTION
 MJ0013
 MJ0013  HISTORY     - Date     Condition        Report By
 MJ0013  HISTORY     - 1950     MONUMENTED       CGS
 MJ0013  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0013
 MJ0013                          STATION DESCRIPTION
 MJ0013
 MJ0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0013'1.2 MI W FROM STUART.
 MJ0013'1.15 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CITY HALL AT STUART,
 MJ0013'AT AN INTERSECTION WITH A NORTH AND SOUTH GRAVELED ROAD, ACROSS THE
 MJ0013'HIGHWAY FROM RAILROAD MILEPOST 399.5, 49 FEET NORTHEAST OF THE CENTER
 MJ0013'LINE OF THE HIGHWAY, 74.5 FEET NORTH OF HIGHWAY STATION 931, 23
 MJ0013'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 2 FEET
 MJ0013'WEST OF A FENCE CORNER, 1.2 FEET SOUTHWEST OF A FENCE, 1.7 FEET
 MJ0013'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MJ0013'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MJ0013
 MJ0013                          STATION RECOVERY (1980)
 MJ0013
 MJ0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0013'THERE IS NEW ROAD WORK IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0642 ***********************************************************************
 MG0642  DESIGNATION -  J 164
 MG0642  PID         -  MG0642
 MG0642  STATE/COUNTY-  IA/LINN
 MG0642  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0642
 MG0642                         *CURRENT SURVEY CONTROL
 MG0642  ___________________________________________________________________
 MG0642* NAD 83(1986)-  41 53 16.     (N)    091 42 19.     (W)     SCALED    
 MG0642* NAVD 88     -       264.401  (meters)     867.46   (feet)  ADJUSTED  
 MG0642  ___________________________________________________________________
 MG0642  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 MG0642  DYNAMIC HT  -         264.301 (meters)     867.13  (feet)  COMP
 MG0642  MODELED GRAV-     980,237.1   (mgal)                       NAVD 88
 MG0642
 MG0642  VERT ORDER  -  SECOND    CLASS 0
 MG0642
 MG0642.The horizontal coordinates were scaled from a topographic map and have
 MG0642.an estimated accuracy of +/- 6 seconds.
 MG0642
 MG0642.The orthometric height was determined by differential leveling
 MG0642.and adjusted by the National Geodetic Survey in June 1991..
 MG0642
 MG0642.The geoid height was determined by GEOID03.
 MG0642
 MG0642.The dynamic height is computed by dividing the NAVD 88
 MG0642.geopotential number by the normal gravity value computed on the
 MG0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0642.degrees latitude (g = 980.6199 gals.).
 MG0642
 MG0642.The modeled gravity was interpolated from observed gravity values.
 MG0642
 MG0642;                    North         East    Units  Estimated Accuracy
 MG0642;SPC IA N     - 1,044,650.    1,648,950.      MT  (+/- 180 meters Scaled)
 MG0642
 MG0642                          SUPERSEDED SURVEY CONTROL
 MG0642
 MG0642  NGVD 29 (??/??/92)  264.418  (m)          867.51   (f) ADJ UNCH    2 0
 MG0642
 MG0642.Superseded values are not recommended for survey control.
 MG0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0642.See file dsdata.txt to determine how the superseded data were derived.
 MG0642
 MG0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG074381(NAD 83)
 MG0642_MARKER: DD = SURVEY DISK
 MG0642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0642_SP_SET: BUILDING
 MG0642_STAMPING: J-164 1957
 MG0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0642
 MG0642  HISTORY     - Date     Condition        Report By
 MG0642  HISTORY     - 1957     MONUMENTED       CGS
 MG0642  HISTORY     - 1960     GOOD             NGS
 MG0642
 MG0642                          STATION DESCRIPTION
 MG0642
 MG0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MG0642'6 MI S FROM CEDAR RAPIDS.
 MG0642'AT THE MUNICIPAL AIRPORT, ON THE NORTH SIDE OF THE ADMINISTRATION
 MG0642'BUILDING.  24.9 FEET NORTHWEST OF NORTH DOOR TO ADMINISTRATION
 MG0642'BUILDING, 1.0 FEET EAST OF WEST WALL OF THE PORCH.  SET IN
 MG0642'CONCRETE FLOOR OF THE PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0530 ***********************************************************************
 OP0530  DESIGNATION -  J 17
 OP0530  PID         -  OP0530
 OP0530  STATE/COUNTY-  IA/O BRIEN
 OP0530  USGS QUAD   -  SHELDON (1964)
 OP0530
 OP0530                         *CURRENT SURVEY CONTROL
 OP0530  ___________________________________________________________________
 OP0530* NAD 83(1986)-  43 10 29.     (N)    095 50 29.     (W)     SCALED    
 OP0530* NAVD 88     -       439.362  (meters)    1441.47   (feet)  ADJUSTED  
 OP0530  ___________________________________________________________________
 OP0530  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 OP0530  DYNAMIC HT  -         439.239 (meters)    1441.07  (feet)  COMP
 OP0530  MODELED GRAV-     980,326.6   (mgal)                       NAVD 88
 OP0530
 OP0530  VERT ORDER  -  SECOND    CLASS 0
 OP0530
 OP0530.The horizontal coordinates were scaled from a topographic map and have
 OP0530.an estimated accuracy of +/- 6 seconds.
 OP0530
 OP0530.The orthometric height was determined by differential leveling
 OP0530.and adjusted by the National Geodetic Survey in June 1991..
 OP0530
 OP0530.The geoid height was determined by GEOID03.
 OP0530
 OP0530.The dynamic height is computed by dividing the NAVD 88
 OP0530.geopotential number by the normal gravity value computed on the
 OP0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0530.degrees latitude (g = 980.6199 gals.).
 OP0530
 OP0530.The modeled gravity was interpolated from observed gravity values.
 OP0530
 OP0530;                    North         East    Units  Estimated Accuracy
 OP0530;SPC IA N     - 1,188,660.    1,309,650.      MT  (+/- 180 meters Scaled)
 OP0530
 OP0530                          SUPERSEDED SURVEY CONTROL
 OP0530
 OP0530  NGVD 29 (??/??/92)  439.177  (m)         1440.87   (f) ADJ UNCH    2 0
 OP0530
 OP0530.Superseded values are not recommended for survey control.
 OP0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0530.See file dsdata.txt to determine how the superseded data were derived.
 OP0530
 OP0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH690841(NAD 83)
 OP0530_MARKER: DB = BENCH MARK DISK
 OP0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0530_STAMPING: J 17 1934
 OP0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0530+STABILITY: SURFACE MOTION
 OP0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0530+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 OP0530
 OP0530  HISTORY     - Date     Condition        Report By
 OP0530  HISTORY     - 1934     MONUMENTED       CGS
 OP0530  HISTORY     - 1973     GOOD             NGS
 OP0530  HISTORY     - 20021010 GOOD             JCLS
 OP0530
 OP0530                          STATION DESCRIPTION
 OP0530
 OP0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0530'0.7 MI E FROM SHELDON.
 OP0530'0.7 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0530'RAILROAD FROM THE STATION AT SHELDON, OBRIEN COUNTY, 680 FEET
 OP0530'SOUTHEAST OF A SECTION-ROAD CROSSING, 46.4 FEET SOUTH OF THE SOUTH
 OP0530'RAIL, 20.0 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, AND 1.5 FEET
 OP0530'NORTH OF THE FENCE USED AS A BOUNDARY FOR A CEMETERY.  A STANDARD
 OP0530'DISK, STAMPED J 17 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0530'PROJECTING 4 INCHES ABOVE GROUND.
 OP0530
 OP0530                          STATION RECOVERY (1973)
 OP0530
 OP0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 OP0530'RECOVERED IN GOOD CONDITION.
 OP0530
 OP0530                          STATION RECOVERY (2002)
 OP0530
 OP0530'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 OP0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0113 ***********************************************************************
 NJ0113  DESIGNATION -  J 175
 NJ0113  PID         -  NJ0113
 NJ0113  STATE/COUNTY-  IA/JACKSON
 NJ0113  USGS QUAD   -  GREEN ISLAND (1975)
 NJ0113
 NJ0113                         *CURRENT SURVEY CONTROL
 NJ0113  ___________________________________________________________________
 NJ0113* NAD 83(1986)-  42 08 32.     (N)    090 19 31.     (W)     SCALED    
 NJ0113* NAVD 88     -       189.248  (meters)     620.89   (feet)  ADJUSTED  
 NJ0113  ___________________________________________________________________
 NJ0113  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 NJ0113  DYNAMIC HT  -         189.183 (meters)     620.68  (feet)  COMP
 NJ0113  MODELED GRAV-     980,274.6   (mgal)                       NAVD 88
 NJ0113
 NJ0113  VERT ORDER  -  FIRST     CLASS I
 NJ0113
 NJ0113.The horizontal coordinates were scaled from a topographic map and have
 NJ0113.an estimated accuracy of +/- 6 seconds.
 NJ0113
 NJ0113.The orthometric height was determined by differential leveling
 NJ0113.and adjusted by the National Geodetic Survey in June 1991..
 NJ0113
 NJ0113.The geoid height was determined by GEOID03.
 NJ0113
 NJ0113.The dynamic height is computed by dividing the NAVD 88
 NJ0113.geopotential number by the normal gravity value computed on the
 NJ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0113.degrees latitude (g = 980.6199 gals.).
 NJ0113
 NJ0113.The modeled gravity was interpolated from observed gravity values.
 NJ0113
 NJ0113;                    North         East    Units  Estimated Accuracy
 NJ0113;SPC IA N     - 1,076,260.    1,762,380.      MT  (+/- 180 meters Scaled)
 NJ0113
 NJ0113                          SUPERSEDED SURVEY CONTROL
 NJ0113
 NJ0113  NGVD 29 (??/??/92)  189.280  (m)          621.00   (f) ADJ UNCH    1 1
 NJ0113
 NJ0113.Superseded values are not recommended for survey control.
 NJ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0113.See file dsdata.txt to determine how the superseded data were derived.
 NJ0113
 NJ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG210690(NAD 83)
 NJ0113_MARKER: DB = BENCH MARK DISK
 NJ0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0113_SP_SET: CULVERT
 NJ0113_STAMPING: J 175 1970
 NJ0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0113+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 NJ0113
 NJ0113  HISTORY     - Date     Condition        Report By
 NJ0113  HISTORY     - 1970     MONUMENTED       NGS
 NJ0113  HISTORY     - 1988     GOOD             USPSQD
 NJ0113  HISTORY     - 19940826 GOOD             USPSQD
 NJ0113  HISTORY     - 20010331 GOOD             NGS
 NJ0113  HISTORY     - 20050515 GOOD             GEOCAC
 NJ0113
 NJ0113                          STATION DESCRIPTION
 NJ0113
 NJ0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0113'10.2 MI SE FROM BELLEVUE.
 NJ0113'ABOUT 10.15 MILES SOUTHEAST ALONG U.S. HIGHWAYS 52 AND 67 FROM
 NJ0113'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, OR
 NJ0113'ABOUT 11.25 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM
 NJ0113'THE MUNICIPAL BUILDING AT SABULA, 0.4 MILE SOUTHEAST OF THE
 NJ0113'JUNCTION OF THE HIGHWAY AND A ROAD WHICH LEADS TO GREEN ISLAND,
 NJ0113'0.15 MILE NORTHWEST OF A SILO, 24.5 FEET NORTHEAST OF THE CENTER
 NJ0113'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE
 NJ0113'NORTHEAST CONCRETE HEADWALL OF AN 18- X 10-FOOT BOX CULVERT, AND
 NJ0113'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 25,
 NJ0113'T85N, R5E.
 NJ0113
 NJ0113                          STATION RECOVERY (1988)
 NJ0113
 NJ0113'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0113'RECOVERED IN GOOD CONDITION.
 NJ0113
 NJ0113                          STATION RECOVERY (1994)
 NJ0113
 NJ0113'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0113'RECOVERED IN GOOD CONDITION.
 NJ0113
 NJ0113                          STATION RECOVERY (2001)
 NJ0113
 NJ0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0113'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0113
 NJ0113                          STATION RECOVERY (2005)
 NJ0113
 NJ0113'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0113'HANDHELD COORD N42 08 30.7 W090 19 31.9, SKY VISIBILITY POOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0268 ***********************************************************************
 NJ0268  DESIGNATION -  J 176
 NJ0268  PID         -  NJ0268
 NJ0268  STATE/COUNTY-  IA/JACKSON
 NJ0268  USGS QUAD   -  MENOMINEE (1978)
 NJ0268
 NJ0268                         *CURRENT SURVEY CONTROL
 NJ0268  ___________________________________________________________________
 NJ0268* NAD 83(1986)-  42 22 49.     (N)    090 34 06.     (W)     SCALED    
 NJ0268* NAVD 88     -       223.140  (meters)     732.09   (feet)  ADJUSTED  
 NJ0268  ___________________________________________________________________
 NJ0268  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 NJ0268  DYNAMIC HT  -         223.066 (meters)     731.84  (feet)  COMP
 NJ0268  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 NJ0268
 NJ0268  VERT ORDER  -  FIRST     CLASS I
 NJ0268
 NJ0268.The horizontal coordinates were scaled from a topographic map and have
 NJ0268.an estimated accuracy of +/- 6 seconds.
 NJ0268
 NJ0268.The orthometric height was determined by differential leveling
 NJ0268.and adjusted by the National Geodetic Survey in June 1991..
 NJ0268
 NJ0268.The geoid height was determined by GEOID03.
 NJ0268
 NJ0268.The dynamic height is computed by dividing the NAVD 88
 NJ0268.geopotential number by the normal gravity value computed on the
 NJ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0268.degrees latitude (g = 980.6199 gals.).
 NJ0268
 NJ0268.The modeled gravity was interpolated from observed gravity values.
 NJ0268
 NJ0268;                    North         East    Units  Estimated Accuracy
 NJ0268;SPC IA N     - 1,101,960.    1,741,380.      MT  (+/- 180 meters Scaled)
 NJ0268
 NJ0268                          SUPERSEDED SURVEY CONTROL
 NJ0268
 NJ0268  NGVD 29 (??/??/92)  223.179  (m)          732.21   (f) ADJ UNCH    1 1
 NJ0268
 NJ0268.Superseded values are not recommended for survey control.
 NJ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0268.See file dsdata.txt to determine how the superseded data were derived.
 NJ0268
 NJ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG001948(NAD 83)
 NJ0268_MARKER: DB = BENCH MARK DISK
 NJ0268_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0268_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0268_STAMPING: J 176 1970
 NJ0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0268
 NJ0268  HISTORY     - Date     Condition        Report By
 NJ0268  HISTORY     - 1970     MONUMENTED       NGS
 NJ0268  HISTORY     - 19941121 GOOD             USPSQD
 NJ0268  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0268
 NJ0268                          STATION DESCRIPTION
 NJ0268
 NJ0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0268'12.6 MI NW FROM BELLEVUE.
 NJ0268'ABOUT 12.6 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM
 NJ0268'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE,
 NJ0268'OR ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0268'AT DUBUQUE, THENCE 2.45 MILES SOUTH ALONG U.S. HIGHWAYS 52,
 NJ0268'61 AND 151, THENCE 8.4 MILES SOUTHEAST ALONG U.S. HIGHWAYS 52
 NJ0268'AND 67, 0.15 MILE SOUTHEAST OF THE JACKSON-DUBUQUE COUNTY LINE,
 NJ0268'48 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET
 NJ0268'SOUTHEAST OF A TELEPHONE POLE, 2.8 FEET NORTHEAST OF A FENCE,
 NJ0268'3.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 NJ0268'THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH
 NJ0268'IRON PIPE PROJECTING 3 INCHES.  SECTION 2, T 87N, R 3E.
 NJ0268
 NJ0268                          STATION RECOVERY (1994)
 NJ0268
 NJ0268'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0268'RECOVERED IN GOOD CONDITION.
 NJ0268
 NJ0268                          STATION RECOVERY (2001)
 NJ0268
 NJ0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0268'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0350 ***********************************************************************
 NJ0350  DESIGNATION -  J 177
 NJ0350  PID         -  NJ0350
 NJ0350  STATE/COUNTY-  IA/DUBUQUE
 NJ0350  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0350
 NJ0350                         *CURRENT SURVEY CONTROL
 NJ0350  ___________________________________________________________________
 NJ0350* NAD 83(1986)-  42 33 52.     (N)    090 42 54.     (W)     SCALED    
 NJ0350* NAVD 88     -       192.584  (meters)     631.84   (feet)  ADJUSTED  
 NJ0350  ___________________________________________________________________
 NJ0350  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 NJ0350  DYNAMIC HT  -         192.526 (meters)     631.65  (feet)  COMP
 NJ0350  MODELED GRAV-     980,319.6   (mgal)                       NAVD 88
 NJ0350
 NJ0350  VERT ORDER  -  FIRST     CLASS I
 NJ0350
 NJ0350.The horizontal coordinates were scaled from a topographic map and have
 NJ0350.an estimated accuracy of +/- 6 seconds.
 NJ0350
 NJ0350.The orthometric height was determined by differential leveling
 NJ0350.and adjusted by the National Geodetic Survey in June 1991..
 NJ0350
 NJ0350.The geoid height was determined by GEOID03.
 NJ0350
 NJ0350.The dynamic height is computed by dividing the NAVD 88
 NJ0350.geopotential number by the normal gravity value computed on the
 NJ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0350.degrees latitude (g = 980.6199 gals.).
 NJ0350
 NJ0350.The modeled gravity was interpolated from observed gravity values.
 NJ0350
 NJ0350;                    North         East    Units  Estimated Accuracy
 NJ0350;SPC IA N     - 1,122,000.    1,728,640.      MT  (+/- 180 meters Scaled)
 NJ0350
 NJ0350                          SUPERSEDED SURVEY CONTROL
 NJ0350
 NJ0350  NGVD 29 (??/??/92)  192.625  (m)          631.97   (f) ADJ UNCH    1 1
 NJ0350
 NJ0350.Superseded values are not recommended for survey control.
 NJ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0350.See file dsdata.txt to determine how the superseded data were derived.
 NJ0350
 NJ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH875149(NAD 83)
 NJ0350_MARKER: DB = BENCH MARK DISK
 NJ0350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0350_SP_SET: ABUTMENT
 NJ0350_STAMPING: J 177 1970
 NJ0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0350
 NJ0350  HISTORY     - Date     Condition        Report By
 NJ0350  HISTORY     - 1970     MONUMENTED       NGS
 NJ0350  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0350
 NJ0350                          STATION DESCRIPTION
 NJ0350
 NJ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0350'0.2 MI SE FROM SAGEVILLE.
 NJ0350'ABOUT 0.25 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY
 NJ0350'3 FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE,
 NJ0350'16.7 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 NJ0350'THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT
 NJ0350'OF A CONCRETE HIGHWAY BRIDGE OVER THE LITTLE MAQUOTETA RIVER, 0.7
 NJ0350'FOOT NORTHEAST OF AN ARCH OVER THE ABUTMENT, AND ABOUT 1 FOOT ABOVE
 NJ0350'THE LEVEL OF THE HIGHWAY.  SECTION 34, T90N, R2E
 NJ0350
 NJ0350                          STATION RECOVERY (2001)
 NJ0350
 NJ0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0350'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0423 ***********************************************************************
 NJ0423  DESIGNATION -  J 178
 NJ0423  PID         -  NJ0423
 NJ0423  STATE/COUNTY-  IA/DUBUQUE
 NJ0423  USGS QUAD   -  NEW VIENNA (1962)
 NJ0423
 NJ0423                         *CURRENT SURVEY CONTROL
 NJ0423  ___________________________________________________________________
 NJ0423* NAD 83(1986)-  42 36 03.     (N)    091 02 03.     (W)     SCALED    
 NJ0423* NAVD 88     -       332.781  (meters)    1091.80   (feet)  ADJUSTED  
 NJ0423  ___________________________________________________________________
 NJ0423  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 NJ0423  DYNAMIC HT  -         332.676 (meters)    1091.45  (feet)  COMP
 NJ0423  MODELED GRAV-     980,296.6   (mgal)                       NAVD 88
 NJ0423
 NJ0423  VERT ORDER  -  FIRST     CLASS I
 NJ0423
 NJ0423.The horizontal coordinates were scaled from a topographic map and have
 NJ0423.an estimated accuracy of +/- 6 seconds.
 NJ0423
 NJ0423.The orthometric height was determined by differential leveling
 NJ0423.and adjusted by the National Geodetic Survey in June 1991..
 NJ0423
 NJ0423.The geoid height was determined by GEOID03.
 NJ0423
 NJ0423.The dynamic height is computed by dividing the NAVD 88
 NJ0423.geopotential number by the normal gravity value computed on the
 NJ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0423.degrees latitude (g = 980.6199 gals.).
 NJ0423
 NJ0423.The modeled gravity was interpolated from observed gravity values.
 NJ0423
 NJ0423;                    North         East    Units  Estimated Accuracy
 NJ0423;SPC IA N     - 1,125,230.    1,702,320.      MT  (+/- 180 meters Scaled)
 NJ0423
 NJ0423                          SUPERSEDED SURVEY CONTROL
 NJ0423
 NJ0423  NGVD 29 (??/??/92)  332.818  (m)         1091.92   (f) ADJ UNCH    1 1
 NJ0423
 NJ0423.Superseded values are not recommended for survey control.
 NJ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0423.See file dsdata.txt to determine how the superseded data were derived.
 NJ0423
 NJ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH612183(NAD 83)
 NJ0423_MARKER: DB = BENCH MARK DISK
 NJ0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0423_SP_SET: CULVERT
 NJ0423_STAMPING: J 178 1970
 NJ0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0423
 NJ0423  HISTORY     - Date     Condition        Report By
 NJ0423  HISTORY     - 1970     MONUMENTED       NGS
 NJ0423  HISTORY     - 20010331 GOOD             NGS
 NJ0423
 NJ0423                          STATION DESCRIPTION
 NJ0423
 NJ0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0423'2.6 MI E FROM LUXEMBURG.
 NJ0423'ABOUT 2.55 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE HIHWAY
 NJ0423'3 FROM THE HOLY TRINITY CHURCH AT LUXEMBURG, 22 FEET NORTHEAST
 NJ0423'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST
 NJ0423'END OF THE NORTHEAST CONCRETE HEADWALL OF A 6- BY 8-FOOT CONCRETE
 NJ0423'BOX CULVERT.  170 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF
 NJ0423'A PRIVATE DRIVEWAY WHICH LEADS TO A 2-STORY FARMHOUSE, AND ABOUT
 NJ0423'1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.  SECTION 24, T 90N, R 2W
 NJ0423
 NJ0423                          STATION RECOVERY (2001)
 NJ0423
 NJ0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0423'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0381 ***********************************************************************
 NJ0381  DESIGNATION -  J 179
 NJ0381  PID         -  NJ0381
 NJ0381  STATE/COUNTY-  IA/CLAYTON
 NJ0381  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0381
 NJ0381                         *CURRENT SURVEY CONTROL
 NJ0381  ___________________________________________________________________
 NJ0381* NAD 83(1986)-  42 43 59.     (N)    091 04 07.     (W)     SCALED    
 NJ0381* NAVD 88     -       191.440  (meters)     628.08   (feet)  ADJUSTED  
 NJ0381  ___________________________________________________________________
 NJ0381  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 NJ0381  DYNAMIC HT  -         191.387 (meters)     627.91  (feet)  COMP
 NJ0381  MODELED GRAV-     980,342.1   (mgal)                       NAVD 88
 NJ0381
 NJ0381  VERT ORDER  -  FIRST     CLASS I
 NJ0381
 NJ0381.The horizontal coordinates were scaled from a topographic map and have
 NJ0381.an estimated accuracy of +/- 6 seconds.
 NJ0381
 NJ0381.The orthometric height was determined by differential leveling
 NJ0381.and adjusted by the National Geodetic Survey in June 1991..
 NJ0381
 NJ0381.The geoid height was determined by GEOID03.
 NJ0381
 NJ0381.The dynamic height is computed by dividing the NAVD 88
 NJ0381.geopotential number by the normal gravity value computed on the
 NJ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0381.degrees latitude (g = 980.6199 gals.).
 NJ0381
 NJ0381.The modeled gravity was interpolated from observed gravity values.
 NJ0381
 NJ0381;                    North         East    Units  Estimated Accuracy
 NJ0381;SPC IA N     - 1,139,830.    1,699,080.      MT  (+/- 180 meters Scaled)
 NJ0381
 NJ0381                          SUPERSEDED SURVEY CONTROL
 NJ0381
 NJ0381  NGVD 29 (??/??/92)  191.487  (m)          628.24   (f) ADJ UNCH    1 1
 NJ0381
 NJ0381.Superseded values are not recommended for survey control.
 NJ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0381.See file dsdata.txt to determine how the superseded data were derived.
 NJ0381
 NJ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH581329(NAD 83)
 NJ0381_MARKER: DB = BENCH MARK DISK
 NJ0381_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0381_SP_SET: ROCK OUTCROP
 NJ0381_STAMPING: J 179 1970
 NJ0381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0381+STABILITY: POSITION/ELEVATION WELL
 NJ0381
 NJ0381  HISTORY     - Date     Condition        Report By
 NJ0381  HISTORY     - 1970     MONUMENTED       NGS
 NJ0381
 NJ0381                          STATION DESCRIPTION
 NJ0381
 NJ0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0381'3.8 MI SE FROM GUTTENBERG.
 NJ0381'ABOUT 3.8 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0381'AND PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, 27 POLES
 NJ0381'SOUTHEAST OF MILEPOST 75, 17.3 FEET SOUTHWEST OF THE SOUTHWEST
 NJ0381'RAIL, SET VERTICALLY IN THE NORTHEAST FACE OF A 55-FOOT LONG ROCK
 NJ0381'OUTCROP WHICH IS IN A BANK CUT, 1.2 FEET ABOVE THE LEVEL OF THE
 NJ0381'GROUND, 2 FEET BELOW THE TOP OF THE OUTCROP, 195 FEET SOUTHEAST
 NJ0381'OF THE SOUTHWEST END OF A 36-INCH CONCRETE TUBULAR CULVERT, AND
 NJ0381'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.  SECTION 34, T92N, R2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1402 ***********************************************************************
 MJ1402  CBN         -  This is a Cooperative Base Network Control Station.
 MJ1402  DESIGNATION -  J 180
 MJ1402  PID         -  MJ1402
 MJ1402  STATE/COUNTY-  IA/MILLS
 MJ1402  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ1402
 MJ1402                         *CURRENT SURVEY CONTROL
 MJ1402  ___________________________________________________________________
 MJ1402* NAD 83(1996)-  41 08 56.89950(N)    095 48 44.50313(W)     ADJUSTED  
 MJ1402* NAVD 88     -       297.886  (meters)     977.31   (feet)  ADJUSTED  
 MJ1402  ___________________________________________________________________
 MJ1402  X           -    -487,104.385 (meters)                     COMP
 MJ1402  Y           -  -4,785,184.054 (meters)                     COMP
 MJ1402  Z           -   4,175,087.048 (meters)                     COMP
 MJ1402  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 MJ1402  ELLIP HEIGHT-         270.52  (meters)          (07/28/03) GPS OBS
 MJ1402  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 MJ1402  DYNAMIC HT  -         297.766 (meters)     976.92  (feet)  COMP
 MJ1402  MODELED GRAV-     980,212.2   (mgal)                       NAVD 88
 MJ1402
 MJ1402  HORZ ORDER  -  B
 MJ1402  VERT ORDER  -  FIRST     CLASS II
 MJ1402  ELLP ORDER  -  FOURTH    CLASS I
 MJ1402
 MJ1402.The horizontal coordinates were established by GPS observations
 MJ1402.and adjusted by the National Geodetic Survey in August 1997..
 MJ1402
 MJ1402.The orthometric height was determined by differential leveling
 MJ1402.and adjusted by the National Geodetic Survey in June 1991..
 MJ1402
 MJ1402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1402
 MJ1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1402
 MJ1402.The ellipsoidal height was determined by GPS observations
 MJ1402.and is referenced to NAD 83.
 MJ1402
 MJ1402.The geoid height was determined by GEOID03.
 MJ1402
 MJ1402.The dynamic height is computed by dividing the NAVD 88
 MJ1402.geopotential number by the normal gravity value computed on the
 MJ1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1402.degrees latitude (g = 980.6199 gals.).
 MJ1402
 MJ1402.The modeled gravity was interpolated from observed gravity values.
 MJ1402
 MJ1402;                    North         East     Units Scale Factor Converg.
 MJ1402;SPC IA S     -   130,189.867   305,920.994   MT  0.99994878   -1 31 23.4
 MJ1402;UTM  15      - 4,559,126.062   263,997.122   MT  1.00028554   -1 51 05.2
 MJ1402
 MJ1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1402!SPC IA S     -   0.99995757  x   0.99994878  =   0.99990635
 MJ1402!UTM  15      -   0.99995757  x   1.00028554  =   1.00024310
 MJ1402
 MJ1402                          SUPERSEDED SURVEY CONTROL
 MJ1402
 MJ1402  NAVD 88 (08/25/97)  297.89   (m)          977.3    (f) LEVELING    3  
 MJ1402
 MJ1402.Superseded values are not recommended for survey control.
 MJ1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1402.See file dsdata.txt to determine how the superseded data were derived.
 MJ1402
 MJ1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6399759126(NAD 83)
 MJ1402_MARKER: I = METAL ROD
 MJ1402_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1402_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1402_STAMPING: J 180 1989
 MJ1402_MARK LOGO: NGS   
 MJ1402_PROJECTION: FLUSH
 MJ1402_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1402+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 MJ1402_ROD/PIPE-DEPTH: 19.2 meters
 MJ1402_SLEEVE-DEPTH  : 4.60 meters
 MJ1402
 MJ1402  HISTORY     - Date     Condition        Report By
 MJ1402  HISTORY     - 1989     MONUMENTED       NGS
 MJ1402  HISTORY     - 19960918 GOOD             IADT
 MJ1402  HISTORY     - 19990112 GOOD             MERRIC
 MJ1402  HISTORY     - 20011009 GOOD             JCLS
 MJ1402  HISTORY     - 20020308 GOOD             JCLS
 MJ1402  HISTORY     - 20030205 GOOD             JCLS
 MJ1402  HISTORY     - 20040327 GOOD             JCLS
 MJ1402  HISTORY     - 20050621 GOOD             COMPDA
 MJ1402
 MJ1402                          STATION DESCRIPTION
 MJ1402
 MJ1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1402'8.1 KM (5.05 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 29 FROM THE
 MJ1402'JUNCTION OF STATE HIGHWAY 92 IN COUNCIL BLUFFS, THENCE 0.8 KM
 MJ1402'(0.50 MI) EAST ALONG STATE HIGHWAY 370, 65.5 M (214.9 FT) EAST OF THE
 MJ1402'CENTER OF COUNTY ROAD L 31, 17.2 M (56.4 FT) SOUTH OF THE CENTERLINE
 MJ1402'OF THE HIGHWAY, 1.8 M (5.9 FT) EAST OF A UTILITY POLE, 0.9 M (3.0 FT)
 MJ1402'NORTH OF A WITNESS POST AND FENCE, AND 1.3 M (4.3 FT) BELOW THE LEVEL
 MJ1402'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MJ1402'LOGO CAP.
 MJ1402
 MJ1402                          STATION RECOVERY (1996)
 MJ1402
 MJ1402'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 MJ1402'RECOVERED AS DESCRIBED.  A PINK STATE HARN SURVEY SIGN WAS SET 0.6 M
 MJ1402'(2.0 FT) SOUTH OF THE MONUMENT.
 MJ1402
 MJ1402                          STATION RECOVERY (1999)
 MJ1402
 MJ1402'RECOVERY NOTE BY MERRICK AND COMPANY 1999 (KTK)
 MJ1402'RECOVERSD AS DESCRIBED
 MJ1402' 
 MJ1402'
 MJ1402
 MJ1402                          STATION RECOVERY (2001)
 MJ1402
 MJ1402'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 MJ1402'RECOVERED AS DESCRIBED.
 MJ1402
 MJ1402                          STATION RECOVERY (2002)
 MJ1402
 MJ1402'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 MJ1402'DESCRIPTION IS ADEQUATE
 MJ1402
 MJ1402                          STATION RECOVERY (2003)
 MJ1402
 MJ1402'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 MJ1402'RECOVERED IN GOOD CONDITION.
 MJ1402
 MJ1402                          STATION RECOVERY (2004)
 MJ1402
 MJ1402'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 MJ1402'RECOVERED IN GOOD CONDITION.
 MJ1402
 MJ1402                          STATION RECOVERY (2005)
 MJ1402
 MJ1402'RECOVERY NOTE BY COMPASSDATA INC 2005 (JC)
 MJ1402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1904 ***********************************************************************
 NM1904  DESIGNATION -  J 181
 NM1904  PID         -  NM1904
 NM1904  STATE/COUNTY-  IA/MONONA
 NM1904  USGS QUAD   -  ONAWA SW (1969)
 NM1904
 NM1904                         *CURRENT SURVEY CONTROL
 NM1904  ___________________________________________________________________
 NM1904* NAD 83(1986)-  42 07 29.     (N)    096 08 56.     (W)     SCALED    
 NM1904* NAVD 88     -       325.908  (meters)    1069.25   (feet)  ADJUSTED  
 NM1904  ___________________________________________________________________
 NM1904  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 NM1904  DYNAMIC HT  -         325.795 (meters)    1068.88  (feet)  COMP
 NM1904  MODELED GRAV-     980,264.5   (mgal)                       NAVD 88
 NM1904
 NM1904  VERT ORDER  -  FIRST     CLASS II
 NM1904
 NM1904.The horizontal coordinates were scaled from a topographic map and have
 NM1904.an estimated accuracy of +/- 6 seconds.
 NM1904
 NM1904.The orthometric height was determined by differential leveling
 NM1904.and adjusted by the National Geodetic Survey in June 1991..
 NM1904
 NM1904.The geoid height was determined by GEOID03.
 NM1904
 NM1904.The dynamic height is computed by dividing the NAVD 88
 NM1904.geopotential number by the normal gravity value computed on the
 NM1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1904.degrees latitude (g = 980.6199 gals.).
 NM1904
 NM1904.The modeled gravity was interpolated from observed gravity values.
 NM1904
 NM1904;                    North         East    Units  Estimated Accuracy
 NM1904;SPC IA N     - 1,072,820.    1,281,010.      MT  (+/- 180 meters Scaled)
 NM1904
 NM1904                          SUPERSEDED SURVEY CONTROL
 NM1904
 NM1904.No superseded survey control is available for this station.
 NM1904
 NM1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM356675(NAD 83)
 NM1904_MARKER: DV = VERTICAL CONTROL DISK
 NM1904_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NM1904_SP_SET: GRAIN ELEVATOR
 NM1904_STAMPING: J 181 1989
 NM1904_MARK LOGO: NGS   
 NM1904_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1904+STABILITY: POSITION/ELEVATION WELL
 NM1904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1904+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NM1904
 NM1904  HISTORY     - Date     Condition        Report By
 NM1904  HISTORY     - 1989     MONUMENTED       NGS
 NM1904
 NM1904                          STATION DESCRIPTION
 NM1904
 NM1904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1904'IN WHITING, AT 419 AMES STREET, SET VERTICALLY IN THE SOUTH FACE OF
 NM1904'THE CONCRETE WALL OF THE LAKIN GRAIN COMPANY ELEVATOR AT 419 AMES
 NM1904'STREET, 1.8 M (5.9 FT) WEST OF THE CENTER OF THE TRUCK ENTRANCE INTO
 NM1904'THE ELEVATOR, AND 1.2 M (3.9 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1437 ***********************************************************************
 LF1437  DESIGNATION -  J 182
 LF1437  PID         -  LF1437
 LF1437  STATE/COUNTY-  IA/MILLS
 LF1437  USGS QUAD   -  ROCK BLUFF (1984)
 LF1437
 LF1437                         *CURRENT SURVEY CONTROL
 LF1437  ___________________________________________________________________
 LF1437* NAD 83(1986)-  40 55 12.     (N)    095 47 56.     (W)     SCALED    
 LF1437* NAVD 88     -       289.230  (meters)     948.92   (feet)  ADJUSTED  
 LF1437  ___________________________________________________________________
 LF1437  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 LF1437  DYNAMIC HT  -         289.103 (meters)     948.50  (feet)  COMP
 LF1437  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 LF1437
 LF1437  VERT ORDER  -  FIRST     CLASS II
 LF1437
 LF1437.The horizontal coordinates were scaled from a topographic map and have
 LF1437.an estimated accuracy of +/- 6 seconds.
 LF1437
 LF1437.The orthometric height was determined by differential leveling
 LF1437.and adjusted by the National Geodetic Survey in June 1991..
 LF1437
 LF1437.The geoid height was determined by GEOID03.
 LF1437
 LF1437.The dynamic height is computed by dividing the NAVD 88
 LF1437.geopotential number by the normal gravity value computed on the
 LF1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1437.degrees latitude (g = 980.6199 gals.).
 LF1437
 LF1437.The modeled gravity was interpolated from observed gravity values.
 LF1437
 LF1437;                    North         East    Units  Estimated Accuracy
 LF1437;SPC IA S     -   104,720.      306,380.      MT  (+/- 180 meters Scaled)
 LF1437
 LF1437                          SUPERSEDED SURVEY CONTROL
 LF1437
 LF1437.No superseded survey control is available for this station.
 LF1437
 LF1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF643336(NAD 83)
 LF1437_MARKER: I = METAL ROD
 LF1437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1437_SP_SET: STAINLESS STEEL ROD
 LF1437_STAMPING: J 182 1989
 LF1437_MARK LOGO: NGS   
 LF1437_PROJECTION: FLUSH
 LF1437_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1437+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1437_ROD/PIPE-DEPTH: 27.7 meters
 LF1437
 LF1437  HISTORY     - Date     Condition        Report By
 LF1437  HISTORY     - 1989     MONUMENTED       NGS
 LF1437
 LF1437                          STATION DESCRIPTION
 LF1437
 LF1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1437'4.5 KM (2.80 MI) NORTHERLY ALONG COUNTY ROAD L 31 FROM THE JUNCTION OF
 LF1437'THE BURLINGTON NORTHERN RAILROAD IN BARTLETT, 2.2 KM (1.35 MI) NORTH
 LF1437'OF THE FREMONT-MILLS COUNTY LINE, 29.4 M (96.5 FT) NORTHEAST OF A
 LF1437'UTILITY POLE WITH 2 GUY WIRES, 29.0 M (95.1 FT) EAST OF THE CENTERLINE
 LF1437'OF THE ROAD, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND 0.3
 LF1437'M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM
 LF1437'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1936 ***********************************************************************
 NM1936  DESIGNATION -  J 183
 NM1936  PID         -  NM1936
 NM1936  STATE/COUNTY-  IA/WOODBURY
 NM1936  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM1936
 NM1936                         *CURRENT SURVEY CONTROL
 NM1936  ___________________________________________________________________
 NM1936* NAD 83(1986)-  42 30 02.     (N)    096 28 14.     (W)     SCALED    
 NM1936* NAVD 88     -       336.488  (meters)    1103.96   (feet)  ADJUSTED  
 NM1936  ___________________________________________________________________
 NM1936  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 NM1936  DYNAMIC HT  -         336.382 (meters)    1103.61  (feet)  COMP
 NM1936  MODELED GRAV-     980,295.6   (mgal)                       NAVD 88
 NM1936
 NM1936  VERT ORDER  -  FIRST     CLASS II
 NM1936
 NM1936.The horizontal coordinates were scaled from a topographic map and have
 NM1936.an estimated accuracy of +/- 6 seconds.
 NM1936
 NM1936.The orthometric height was determined by differential leveling
 NM1936.and adjusted by the National Geodetic Survey in June 1991..
 NM1936
 NM1936.The geoid height was determined by GEOID03.
 NM1936
 NM1936.The dynamic height is computed by dividing the NAVD 88
 NM1936.geopotential number by the normal gravity value computed on the
 NM1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1936.degrees latitude (g = 980.6199 gals.).
 NM1936
 NM1936.The modeled gravity was interpolated from observed gravity values.
 NM1936
 NM1936;                    North         East    Units  Estimated Accuracy
 NM1936;SPC IA N     - 1,115,430.    1,255,890.      MT  (+/- 180 meters Scaled)
 NM1936
 NM1936                          SUPERSEDED SURVEY CONTROL
 NM1936
 NM1936.No superseded survey control is available for this station.
 NM1936
 NM1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN078084(NAD 83)
 NM1936_MARKER: I = METAL ROD
 NM1936_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NM1936_SP_SET: STAINLESS STEEL ROD
 NM1936_STAMPING: J 183 1990
 NM1936_MARK LOGO: NGS   
 NM1936_PROJECTION: FLUSH
 NM1936_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1936+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 NM1936_ROD/PIPE-DEPTH: 18.3 meters
 NM1936
 NM1936  HISTORY     - Date     Condition        Report By
 NM1936  HISTORY     - 1990     MONUMENTED       NGS
 NM1936  HISTORY     - 20011009 GOOD             JCLS
 NM1936  HISTORY     - 20020308 GOOD             JCLS
 NM1936  HISTORY     - 20020315 GOOD             JCLS
 NM1936  HISTORY     - 20031105 GOOD             JCLS
 NM1936  HISTORY     - 20051031 GOOD             JCLS
 NM1936
 NM1936                          STATION DESCRIPTION
 NM1936
 NM1936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NM1936'2.3 KM (1.4 MI) SOUTHERLY ALONG STATE HIGHWAY 12 FROM ITS JUNCTION
 NM1936'WITH MILITARY ROAD IN RIVERSIDE, 16.6 M (54.5 FT) WEST OF THE NEAR
 NM1936'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 6.8 M (22.3 FT) EAST OF AND
 NM1936'LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 4.5
 NM1936'M (14.8 FT) NORTH OF THE EXTENDED CENTER OF THE EAST BOUND LANE OF A
 NM1936'ROAD LEADING INTO RIVERSIDE PARK, 1.6 M (5.2 FT) NORTH OF A UTILITY
 NM1936'POLE WITH 3 GUY WIRES, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 NM1936'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NM1936
 NM1936                          STATION RECOVERY (2001)
 NM1936
 NM1936'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 NM1936'RECOVERED AS DESCRIBED.
 NM1936
 NM1936                          STATION RECOVERY (2002)
 NM1936
 NM1936'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 NM1936'DESCRIPTION IS ADEQUATE
 NM1936
 NM1936                          STATION RECOVERY (2002)
 NM1936
 NM1936'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 NM1936'RECOVERED IN GOOD CONDITION.
 NM1936
 NM1936                          STATION RECOVERY (2003)
 NM1936
 NM1936'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 NM1936'RECOVERED IN GOOD CONDITION.
 NM1936
 NM1936                          STATION RECOVERY (2005)
 NM1936
 NM1936'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 NM1936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0021 ***********************************************************************
 NL0021  DESIGNATION -  J 2
 NL0021  PID         -  NL0021
 NL0021  STATE/COUNTY-  IA/HUMBOLDT
 NL0021  USGS QUAD   -  HUMBOLDT (1979)
 NL0021
 NL0021                         *CURRENT SURVEY CONTROL
 NL0021  ___________________________________________________________________
 NL0021* NAD 83(1986)-  42 41 28.     (N)    094 13 04.     (W)     SCALED    
 NL0021* NAVD 88     -       325.456  (meters)    1067.77   (feet)  ADJUSTED  
 NL0021  ___________________________________________________________________
 NL0021  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 NL0021  DYNAMIC HT  -         325.343 (meters)    1067.40  (feet)  COMP
 NL0021  MODELED GRAV-     980,267.1   (mgal)                       NAVD 88
 NL0021
 NL0021  VERT ORDER  -  FIRST     CLASS II
 NL0021
 NL0021.The horizontal coordinates were scaled from a topographic map and have
 NL0021.an estimated accuracy of +/- 6 seconds.
 NL0021
 NL0021.The orthometric height was determined by differential leveling
 NL0021.and adjusted by the National Geodetic Survey in June 1991..
 NL0021
 NL0021.The geoid height was determined by GEOID03.
 NL0021
 NL0021.The dynamic height is computed by dividing the NAVD 88
 NL0021.geopotential number by the normal gravity value computed on the
 NL0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0021.degrees latitude (g = 980.6199 gals.).
 NL0021
 NL0021.The modeled gravity was interpolated from observed gravity values.
 NL0021
 NL0021;                    North         East    Units  Estimated Accuracy
 NL0021;SPC IA N     - 1,132,550.    1,441,180.      MT  (+/- 180 meters Scaled)
 NL0021
 NL0021                          SUPERSEDED SURVEY CONTROL
 NL0021
 NL0021  NGVD 29 (??/??/92)  325.401  (m)         1067.59   (f) ADJ UNCH    1 2
 NL0021
 NL0021.Superseded values are not recommended for survey control.
 NL0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0021.See file dsdata.txt to determine how the superseded data were derived.
 NL0021
 NL0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH002272(NAD 83)
 NL0021_MARKER: DB = BENCH MARK DISK
 NL0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0021_STAMPING: 1067.586 J 2 1930
 NL0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0021+STABILITY: SURFACE MOTION
 NL0021
 NL0021  HISTORY     - Date     Condition        Report By
 NL0021  HISTORY     - 1930     MONUMENTED       CGS
 NL0021  HISTORY     - 1934     GOOD             NGS
 NL0021  HISTORY     - 1974     MARK NOT FOUND   USGS
 NL0021
 NL0021                          STATION DESCRIPTION
 NL0021
 NL0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0021'2.4 MI S FROM HUMBOLDT.
 NL0021'2.4 MILES SOUTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 NL0021'HUMBOLDT, HUMBOLDT COUNTY, 1/2 MILE NORTH OF THE HUMBOLDT TILE
 NL0021'WORKS, 500 FEET SOUTH OF BRIDGE 135, AT A PRIVATE-ROAD CROSSING,
 NL0021'AND 16 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 NL0021'STAMPED 1067.586 J 2 1930 AND SET IN THE TOP OF A CONCRETE POST.
 NL0021
 NL0021                          STATION RECOVERY (1974)
 NL0021
 NL0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NL0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0519 ***********************************************************************
 OP0519  DESIGNATION -  J 20
 OP0519  PID         -  OP0519
 OP0519  STATE/COUNTY-  IA/DICKINSON
 OP0519  USGS QUAD   -  LAKE PARK (1970)
 OP0519
 OP0519                         *CURRENT SURVEY CONTROL
 OP0519  ___________________________________________________________________
 OP0519* NAD 83(1986)-  43 26 56.     (N)    095 18 32.     (W)     SCALED    
 OP0519* NAVD 88     -       450.307  (meters)    1477.38   (feet)  ADJUSTED  
 OP0519  ___________________________________________________________________
 OP0519  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 OP0519  DYNAMIC HT  -         450.189 (meters)    1477.00  (feet)  COMP
 OP0519  MODELED GRAV-     980,343.1   (mgal)                       NAVD 88
 OP0519
 OP0519  VERT ORDER  -  SECOND    CLASS 0
 OP0519
 OP0519.The horizontal coordinates were scaled from a topographic map and have
 OP0519.an estimated accuracy of +/- 6 seconds.
 OP0519
 OP0519.The orthometric height was determined by differential leveling
 OP0519.and adjusted by the National Geodetic Survey in June 1991..
 OP0519
 OP0519.The geoid height was determined by GEOID03.
 OP0519
 OP0519.The dynamic height is computed by dividing the NAVD 88
 OP0519.geopotential number by the normal gravity value computed on the
 OP0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0519.degrees latitude (g = 980.6199 gals.).
 OP0519
 OP0519.The modeled gravity was interpolated from observed gravity values.
 OP0519
 OP0519;                    North         East    Units  Estimated Accuracy
 OP0519;SPC IA N     - 1,218,050.    1,353,590.      MT  (+/- 180 meters Scaled)
 OP0519
 OP0519                          SUPERSEDED SURVEY CONTROL
 OP0519
 OP0519  NGVD 29 (??/??/92)  450.142  (m)         1476.84   (f) ADJ UNCH    2 0
 OP0519
 OP0519.Superseded values are not recommended for survey control.
 OP0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0519.See file dsdata.txt to determine how the superseded data were derived.
 OP0519
 OP0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ131132(NAD 83)
 OP0519_MARKER: DB = BENCH MARK DISK
 OP0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0519_STAMPING: J 20 1934
 OP0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0519+STABILITY: SURFACE MOTION
 OP0519
 OP0519  HISTORY     - Date     Condition        Report By
 OP0519  HISTORY     - 1934     MONUMENTED       CGS
 OP0519  HISTORY     - 1959     GOOD             NGS
 OP0519  HISTORY     - 20051116 POOR             DUCKS
 OP0519
 OP0519                          STATION DESCRIPTION
 OP0519
 OP0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OP0519'0.7 MI SE FROM LAKE PARK.
 OP0519'0.7 MILE SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 OP0519'FROM THE STATION AT LAKE PARK, DICKINSON COUNTY, 117 YARDS SOUTHEAST
 OP0519'OF MILEPOST 234, 58 FEET SOUTHWEST OF THE CENTER OF A GRAVEL-ROAD
 OP0519'CROSSING, 45.6 FEET SOUTH OF THE SOUTH RAIL, 50.7 FEET NORTHWEST OF
 OP0519'THE CENTERLINE OF THE GRAVEL ROAD, 10.1 FEET NORTHWEST OF THE CORNER
 OP0519'OF A FENCE, AND 1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OP0519'DISK, STAMPED J 20 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0519'PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- MARK IS NEARLY COVERED BY
 OP0519'WEEDS.
 OP0519
 OP0519                          STATION RECOVERY (2005)
 OP0519
 OP0519'RECOVERY NOTE BY DUCKS UNLIMITED 2005 (GLJ)
 OP0519'MARK IS OBSCURRED BY WEEDS AND DEBREY.  RAIL ROAD HAS BEEN ABANDON AND
 OP0519'R/W IS RANDOMLY DUG OUT AND NOT MAINTAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0173 ***********************************************************************
 OP0173  DESIGNATION -  J 21
 OP0173  PID         -  OP0173
 OP0173  STATE/COUNTY-  IA/EMMET
 OP0173  USGS QUAD   -  WALLINGFORD (1972)
 OP0173
 OP0173                         *CURRENT SURVEY CONTROL
 OP0173  ___________________________________________________________________
 OP0173* NAD 83(1986)-  43 20 56.     (N)    094 51 17.     (W)     SCALED    
 OP0173* NAVD 88     -       432.372  (meters)    1418.54   (feet)  ADJUSTED  
 OP0173  ___________________________________________________________________
 OP0173  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 OP0173  DYNAMIC HT  -         432.249 (meters)    1418.14  (feet)  COMP
 OP0173  MODELED GRAV-     980,320.7   (mgal)                       NAVD 88
 OP0173
 OP0173  VERT ORDER  -  SECOND    CLASS 0
 OP0173
 OP0173.The horizontal coordinates were scaled from a topographic map and have
 OP0173.an estimated accuracy of +/- 6 seconds.
 OP0173
 OP0173.The orthometric height was determined by differential leveling
 OP0173.and adjusted by the National Geodetic Survey in June 1991..
 OP0173
 OP0173.The geoid height was determined by GEOID03.
 OP0173
 OP0173.The dynamic height is computed by dividing the NAVD 88
 OP0173.geopotential number by the normal gravity value computed on the
 OP0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0173.degrees latitude (g = 980.6199 gals.).
 OP0173
 OP0173.The modeled gravity was interpolated from observed gravity values.
 OP0173
 OP0173;                    North         East    Units  Estimated Accuracy
 OP0173;SPC IA N     - 1,206,260.    1,390,170.      MT  (+/- 180 meters Scaled)
 OP0173
 OP0173                          SUPERSEDED SURVEY CONTROL
 OP0173
 OP0173  NGVD 29 (??/??/92)  432.245  (m)         1418.12   (f) ADJ UNCH    2 0
 OP0173
 OP0173.Superseded values are not recommended for survey control.
 OP0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0173.See file dsdata.txt to determine how the superseded data were derived.
 OP0173
 OP0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ496012(NAD 83)
 OP0173_MARKER: DB = BENCH MARK DISK
 OP0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0173_STAMPING: J 21 1934
 OP0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0173+STABILITY: SURFACE MOTION
 OP0173
 OP0173  HISTORY     - Date     Condition        Report By
 OP0173  HISTORY     - 1934     MONUMENTED       CGS
 OP0173
 OP0173                          STATION DESCRIPTION
 OP0173
 OP0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0173'7.2 MI SW FROM ESTHERVILLE.
 OP0173'7.2 MILES SOUTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 OP0173'THE STATION AT ESTHERVILLE, EMMET COUNTY, 1.5 MILES NORTHEAST OF THE
 OP0173'STATION AT RALEIGH, 165 FEET NORTH OF THE CENTERLINE OF A SECTION
 OP0173'ROAD, 44.5 FEET NORTHWEST OF THE WEST RAIL, AND 1.5 FEET SOUTHEAST OF
 OP0173'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J 21 1934 AND SET IN
 OP0173'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0233 ***********************************************************************
 NL0233  DESIGNATION -  J 22
 NL0233  PID         -  NL0233
 NL0233  STATE/COUNTY-  IA/BUENA VISTA
 NL0233  USGS QUAD   -  ALBERT CITY (1971)
 NL0233
 NL0233                         *CURRENT SURVEY CONTROL
 NL0233  ___________________________________________________________________
 NL0233* NAD 83(1986)-  42 51 47.     (N)    094 58 45.     (W)     SCALED    
 NL0233* NAVD 88     -       422.936  (meters)    1387.58   (feet)  ADJUSTED  
 NL0233  ___________________________________________________________________
 NL0233  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 NL0233  DYNAMIC HT  -         422.797 (meters)    1387.13  (feet)  COMP
 NL0233  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 NL0233
 NL0233  VERT ORDER  -  SECOND    CLASS 0
 NL0233
 NL0233.The horizontal coordinates were scaled from a topographic map and have
 NL0233.an estimated accuracy of +/- 6 seconds.
 NL0233
 NL0233.The orthometric height was determined by differential leveling
 NL0233.and adjusted by the National Geodetic Survey in June 1991..
 NL0233
 NL0233.The geoid height was determined by GEOID03.
 NL0233
 NL0233.The dynamic height is computed by dividing the NAVD 88
 NL0233.geopotential number by the normal gravity value computed on the
 NL0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0233.degrees latitude (g = 980.6199 gals.).
 NL0233
 NL0233.The modeled gravity was interpolated from observed gravity values.
 NL0233
 NL0233;                    North         East    Units  Estimated Accuracy
 NL0233;SPC IA N     - 1,152,460.    1,379,130.      MT  (+/- 180 meters Scaled)
 NL0233
 NL0233                          SUPERSEDED SURVEY CONTROL
 NL0233
 NL0233  NGVD 29 (??/??/92)  422.828  (m)         1387.23   (f) ADJ UNCH    2 0
 NL0233
 NL0233.Superseded values are not recommended for survey control.
 NL0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0233.See file dsdata.txt to determine how the superseded data were derived.
 NL0233
 NL0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH383475(NAD 83)
 NL0233_MARKER: DB = BENCH MARK DISK
 NL0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0233_STAMPING: J 22 1934
 NL0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0233+STABILITY: SURFACE MOTION
 NL0233
 NL0233  HISTORY     - Date     Condition        Report By
 NL0233  HISTORY     - 1934     MONUMENTED       CGS
 NL0233  HISTORY     - 1934     GOOD             NGS
 NL0233  HISTORY     - 1982     MARK NOT FOUND   NGS
 NL0233
 NL0233                          STATION DESCRIPTION
 NL0233
 NL0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0233'AT MARATHON.
 NL0233'AT MARATHON, 335 YARDS NORTH OF THE CHICAGO, MILWAUKEE, ST.
 NL0233'PAUL AND PACIFIC RAILROAD STATION, 44.4 FEET NORTH OF THE NORTH
 NL0233'RAIL OF THE MAIN TRACK OF THE CHICAGO AND NORTH WESTERN RAILWAY,
 NL0233'32 FEET WEST OF THE WEST RAIL OF THE CHICAGO, MILWAUKEE, ST.
 NL0233'PAUL AND PACIFIC RAILROAD, AND 29.5 FEET NORTH OF THE NORTH RAIL
 NL0233'OF A SIDETRACK.  A STANDARD DISK, STAMPED J 22 1934 AND SET
 NL0233'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 NL0233
 NL0233                          STATION RECOVERY (1982)
 NL0233
 NL0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NL0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0199 ***********************************************************************
 NL0199  DESIGNATION -  J 23 RESET
 NL0199  PID         -  NL0199
 NL0199  STATE/COUNTY-  IA/POCAHONTAS
 NL0199  USGS QUAD   -  FONDA (1979)
 NL0199
 NL0199                         *CURRENT SURVEY CONTROL
 NL0199  ___________________________________________________________________
 NL0199* NAD 83(1986)-  42 35 04.     (N)    094 52 29.     (W)     SCALED    
 NL0199* NAVD 88     -       376.17   (meters)    1234.2    (feet)  RESET     
 NL0199  ___________________________________________________________________
 NL0199  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 NL0199
 NL0199  VERT ORDER  -  THIRD
 NL0199
 NL0199.The horizontal coordinates were scaled from a topographic map and have
 NL0199.an estimated accuracy of +/- 6 seconds.
 NL0199
 NL0199.The orthometric height was computed from unverified reset data.
 NL0199
 NL0199.The geoid height was determined by GEOID03.
 NL0199
 NL0199;                    North         East    Units  Estimated Accuracy
 NL0199;SPC IA N     - 1,121,370.    1,387,160.      MT  (+/- 180 meters Scaled)
 NL0199
 NL0199                          SUPERSEDED SURVEY CONTROL
 NL0199
 NL0199  NGVD 29 (??/??/??)  376.09   (m)         1233.9    (f) RESET       3  
 NL0199
 NL0199.Superseded values are not recommended for survey control.
 NL0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0199.See file dsdata.txt to determine how the superseded data were derived.
 NL0199
 NL0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH461163(NAD 83)
 NL0199_MARKER: DB = BENCH MARK DISK
 NL0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0199_STAMPING: J 23 1934 RESET 1953
 NL0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0199+STABILITY: SURFACE MOTION
 NL0199
 NL0199  HISTORY     - Date     Condition        Report By
 NL0199  HISTORY     - 1953     MONUMENTED       CGS
 NL0199
 NL0199                          STATION DESCRIPTION
 NL0199
 NL0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 NL0199'1.7 MI W FROM FONDA.
 NL0199'ABOUT 1.7 MILES WEST OF FONDA ALONG THE ILLINOIS CENTRAL RAILROAD,
 NL0199'72 FEET SOUTHEAST OF A POINT WHERE A NORTH-SOUTH ROAD CROSSES
 NL0199'THE RAILROAD TRACKS, 46 FEET SOUTH OF THE SOUTH RAIL, 40 FEET
 NL0199'EAST OF THE CENTER OF GRADED ROAD, 22 FEET WEST-SOUTHWEST OF
 NL0199'TELEGRAPH POLE, 6 FEET EAST OF FENCE CORNER, AND 1 FOOT
 NL0199'NORTH OF THE SOUTH RAILROAD RIGHT-OF-WAY FENCE.  THE MARK IS
 NL0199'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 NL0199'J 23 1934 RESET 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0461 ***********************************************************************
 NL0461  DESIGNATION -  J 24
 NL0461  PID         -  NL0461
 NL0461  STATE/COUNTY-  IA/CHEROKEE
 NL0461  USGS QUAD   -  CHEROKEE SOUTH (1969)
 NL0461
 NL0461                         *CURRENT SURVEY CONTROL
 NL0461  ___________________________________________________________________
 NL0461* NAD 83(1986)-  42 42 50.     (N)    095 32 36.     (W)     SCALED    
 NL0461* NAVD 88     -       372.156  (meters)    1220.98   (feet)  ADJUSTED  
 NL0461  ___________________________________________________________________
 NL0461  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 NL0461  DYNAMIC HT  -         372.039 (meters)    1220.60  (feet)  COMP
 NL0461  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 NL0461
 NL0461  VERT ORDER  -  SECOND    CLASS 0
 NL0461
 NL0461.The horizontal coordinates were scaled from a topographic map and have
 NL0461.an estimated accuracy of +/- 6 seconds.
 NL0461
 NL0461.The orthometric height was determined by differential leveling
 NL0461.and adjusted by the National Geodetic Survey in June 1991..
 NL0461
 NL0461.The geoid height was determined by GEOID03.
 NL0461
 NL0461.The dynamic height is computed by dividing the NAVD 88
 NL0461.geopotential number by the normal gravity value computed on the
 NL0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0461.degrees latitude (g = 980.6199 gals.).
 NL0461
 NL0461.The modeled gravity was interpolated from observed gravity values.
 NL0461
 NL0461;                    North         East    Units  Estimated Accuracy
 NL0461;SPC IA N     - 1,136,860.    1,332,640.      MT  (+/- 180 meters Scaled)
 NL0461
 NL0461                          SUPERSEDED SURVEY CONTROL
 NL0461
 NL0461  NGVD 29 (??/??/92)  372.012  (m)         1220.51   (f) ADJ UNCH    2 0
 NL0461
 NL0461.Superseded values are not recommended for survey control.
 NL0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0461.See file dsdata.txt to determine how the superseded data were derived.
 NL0461
 NL0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH917321(NAD 83)
 NL0461_MARKER: DB = BENCH MARK DISK
 NL0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0461_STAMPING: J 24 1934
 NL0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0461+STABILITY: SURFACE MOTION
 NL0461
 NL0461  HISTORY     - Date     Condition        Report By
 NL0461  HISTORY     - 1934     MONUMENTED       CGS
 NL0461
 NL0461                          STATION DESCRIPTION
 NL0461
 NL0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0461'3 MI SE FROM CHEROKEE.
 NL0461'3.0 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 NL0461'THE STATION AT CHEROKEE, CHEROKEE COUNTY, 4-1/2 POLES EAST OF
 NL0461'MILEPOST 448, 30 FEET NORTH OF THE NORTH RAIL, AND 17.9 FEET
 NL0461'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J
 NL0461'24 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 NL0461'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0057 ***********************************************************************
 NM0057  DESIGNATION -  J 25
 NM0057  PID         -  NM0057
 NM0057  STATE/COUNTY-  IA/PLYMOUTH
 NM0057  USGS QUAD   -  OYENS (1985)
 NM0057
 NM0057                         *CURRENT SURVEY CONTROL
 NM0057  ___________________________________________________________________
 NM0057* NAD 83(1986)-  42 49 11.     (N)    096 06 54.     (W)     SCALED    
 NM0057* NAVD 88     -       382.243  (meters)    1254.08   (feet)  ADJUSTED  
 NM0057  ___________________________________________________________________
 NM0057  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 NM0057  DYNAMIC HT  -         382.133 (meters)    1253.71  (feet)  COMP
 NM0057  MODELED GRAV-     980,319.2   (mgal)                       NAVD 88
 NM0057
 NM0057  VERT ORDER  -  SECOND    CLASS 0
 NM0057
 NM0057.The horizontal coordinates were scaled from a topographic map and have
 NM0057.an estimated accuracy of +/- 6 seconds.
 NM0057
 NM0057.The orthometric height was determined by differential leveling
 NM0057.and adjusted by the National Geodetic Survey in June 1991..
 NM0057
 NM0057.The geoid height was determined by GEOID03.
 NM0057
 NM0057.The dynamic height is computed by dividing the NAVD 88
 NM0057.geopotential number by the normal gravity value computed on the
 NM0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0057.degrees latitude (g = 980.6199 gals.).
 NM0057
 NM0057.The modeled gravity was interpolated from observed gravity values.
 NM0057
 NM0057;                    North         East    Units  Estimated Accuracy
 NM0057;SPC IA N     - 1,149,900.    1,286,190.      MT  (+/- 180 meters Scaled)
 NM0057
 NM0057                          SUPERSEDED SURVEY CONTROL
 NM0057
 NM0057  NGVD 29 (??/??/92)  382.052  (m)         1253.45   (f) ADJ UNCH    2 0
 NM0057
 NM0057.Superseded values are not recommended for survey control.
 NM0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0057.See file dsdata.txt to determine how the superseded data were derived.
 NM0057
 NM0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN358448(NAD 83)
 NM0057_MARKER: DB = BENCH MARK DISK
 NM0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0057_STAMPING: J 25 1934
 NM0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0057+STABILITY: SURFACE MOTION
 NM0057
 NM0057  HISTORY     - Date     Condition        Report By
 NM0057  HISTORY     - 1934     MONUMENTED       CGS
 NM0057
 NM0057                          STATION DESCRIPTION
 NM0057
 NM0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0057'3 MI NE FROM LE MARS.
 NM0057'3 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NM0057'STATION AT LE MARS, AT A ROAD CROSSING, 20 FEET WEST OF THE
 NM0057'CENTERLINE OF THE ROAD, 44.2 FEET NORTHWEST OF THE NORTHWEST
 NM0057'RAIL, 6.5 FEET SOUTHWEST OF A CORNER FENCE POST, AND 2 FEET
 NM0057'SOUTHEAST OF THE FENCE.  A STANDARD DISK, STAMPED J 25 1934
 NM0057'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 NM0057'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0521 ***********************************************************************
 NL0521  DESIGNATION -  J 26
 NL0521  PID         -  NL0521
 NL0521  STATE/COUNTY-  IA/O BRIEN
 NL0521  USGS QUAD   -  SUTHERLAND WEST (1971)
 NL0521
 NL0521                         *CURRENT SURVEY CONTROL
 NL0521  ___________________________________________________________________
 NL0521* NAD 83(1986)-  42 58 58.     (N)    095 33 06.     (W)     SCALED    
 NL0521* NAVD 88     -       443.148  (meters)    1453.89   (feet)  ADJUSTED  
 NL0521  ___________________________________________________________________
 NL0521  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 NL0521  DYNAMIC HT  -         443.006 (meters)    1453.43  (feet)  COMP
 NL0521  MODELED GRAV-     980,287.4   (mgal)                       NAVD 88
 NL0521
 NL0521  VERT ORDER  -  SECOND    CLASS 0
 NL0521
 NL0521.The horizontal coordinates were scaled from a topographic map and have
 NL0521.an estimated accuracy of +/- 6 seconds.
 NL0521
 NL0521.The orthometric height was determined by differential leveling
 NL0521.and adjusted by the National Geodetic Survey in June 1991..
 NL0521
 NL0521.The geoid height was determined by GEOID03.
 NL0521
 NL0521.The dynamic height is computed by dividing the NAVD 88
 NL0521.geopotential number by the normal gravity value computed on the
 NL0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0521.degrees latitude (g = 980.6199 gals.).
 NL0521
 NL0521.The modeled gravity was interpolated from observed gravity values.
 NL0521
 NL0521;                    North         East    Units  Estimated Accuracy
 NL0521;SPC IA N     - 1,166,730.    1,332,680.      MT  (+/- 180 meters Scaled)
 NL0521
 NL0521                          SUPERSEDED SURVEY CONTROL
 NL0521
 NL0521  NGVD 29 (??/??/92)  442.948  (m)         1453.24   (f) ADJ UNCH    2 0
 NL0521
 NL0521.Superseded values are not recommended for survey control.
 NL0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0521.See file dsdata.txt to determine how the superseded data were derived.
 NL0521
 NL0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH919620(NAD 83)
 NL0521_MARKER: DB = BENCH MARK DISK
 NL0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0521_STAMPING: J 26 1934
 NL0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0521+STABILITY: SURFACE MOTION
 NL0521
 NL0521  HISTORY     - Date     Condition        Report By
 NL0521  HISTORY     - 1934     MONUMENTED       CGS
 NL0521  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0521
 NL0521                          STATION DESCRIPTION
 NL0521
 NL0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0521'8.4 MI S FROM PRIMGHAR.
 NL0521'8.4 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0521'STATION AT PRIMGHAR, O BRIEN COUNTY, 2.5 MILES NORTH OF THE
 NL0521'STATION AT CALUMET, 4 POLES NORTH OF THE CROSSING OF THE CHICAGO
 NL0521'AND NORTH WESTERN RAILWAY, AT A ROAD CROSSING, 29 FEET NORTH
 NL0521'OF THE CENTERLINE OF THE ROAD, 45 FEET WEST OF THE WEST RAIL,
 NL0521'AND 2.1 FEET EAST OF A CORNER FENCE POST.  A STANDARD DISK,
 NL0521'STAMPED J 26 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0521'PROJECTING 3 INCHES ABOVE GROUND.
 NL0521
 NL0521                          STATION RECOVERY (2000)
 NL0521
 NL0521'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0521'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0225 ***********************************************************************
 NL0225  DESIGNATION -  J 27
 NL0225  PID         -  NL0225
 NL0225  STATE/COUNTY-  IA/POCAHONTAS
 NL0225  USGS QUAD   -  ROLFE (1980)
 NL0225
 NL0225                         *CURRENT SURVEY CONTROL
 NL0225  ___________________________________________________________________
 NL0225* NAD 83(1986)-  42 48 45.     (N)    094 32 25.     (W)     SCALED    
 NL0225* NAVD 88     -       361.959  (meters)    1187.53   (feet)  ADJUSTED  
 NL0225  ___________________________________________________________________
 NL0225  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 NL0225  DYNAMIC HT  -         361.847 (meters)    1187.16  (feet)  COMP
 NL0225  MODELED GRAV-     980,300.4   (mgal)                       NAVD 88
 NL0225
 NL0225  VERT ORDER  -  SECOND    CLASS 0
 NL0225
 NL0225.The horizontal coordinates were scaled from a topographic map and have
 NL0225.an estimated accuracy of +/- 6 seconds.
 NL0225
 NL0225.The orthometric height was determined by differential leveling
 NL0225.and adjusted by the National Geodetic Survey in June 1991..
 NL0225
 NL0225.The geoid height was determined by GEOID03.
 NL0225
 NL0225.The dynamic height is computed by dividing the NAVD 88
 NL0225.geopotential number by the normal gravity value computed on the
 NL0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0225.degrees latitude (g = 980.6199 gals.).
 NL0225
 NL0225.The modeled gravity was interpolated from observed gravity values.
 NL0225
 NL0225;                    North         East    Units  Estimated Accuracy
 NL0225;SPC IA N     - 1,146,310.    1,414,920.      MT  (+/- 180 meters Scaled)
 NL0225
 NL0225                          SUPERSEDED SURVEY CONTROL
 NL0225
 NL0225  NGVD 29 (??/??/92)  361.890  (m)         1187.30   (f) ADJ UNCH    2 0
 NL0225
 NL0225.Superseded values are not recommended for survey control.
 NL0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0225.See file dsdata.txt to determine how the superseded data were derived.
 NL0225
 NL0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH740411(NAD 83)
 NL0225_MARKER: DB = BENCH MARK DISK
 NL0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0225_STAMPING: J 27 1934
 NL0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0225+STABILITY: SURFACE MOTION
 NL0225
 NL0225  HISTORY     - Date     Condition        Report By
 NL0225  HISTORY     - 1934     MONUMENTED       CGS
 NL0225  HISTORY     - 1976     MARK NOT FOUND   USGS
 NL0225
 NL0225                          STATION DESCRIPTION
 NL0225
 NL0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0225'AT ROLFE.
 NL0225'AT ROLFE, 0.7 MILE WEST OF THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0225'STATION, 58.0 FEET NORTHEAST OF THE CROSSING OF STATE HIGHWAY
 NL0225'44, 44.8 FEET NORTH OF THE NORTH RAIL, AND 5.0 FEET SOUTHEAST
 NL0225'OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED J
 NL0225'27 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 NL0225'INCHES ABOVE GROUND.
 NL0225
 NL0225                          STATION RECOVERY (1976)
 NL0225
 NL0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NL0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0457 ***********************************************************************
 NK0457  DESIGNATION -  J 28
 NK0457  PID         -  NK0457
 NK0457  STATE/COUNTY-  IA/WRIGHT
 NK0457  USGS QUAD   -  HOLMES (1978)
 NK0457
 NK0457                         *CURRENT SURVEY CONTROL
 NK0457  ___________________________________________________________________
 NK0457* NAD 83(1986)-  42 42 12.     (N)    093 49 31.     (W)     SCALED    
 NK0457* NAVD 88     -       344.149  (meters)    1129.10   (feet)  ADJUSTED  
 NK0457  ___________________________________________________________________
 NK0457  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 NK0457  DYNAMIC HT  -         344.061 (meters)    1128.81  (feet)  COMP
 NK0457  MODELED GRAV-     980,355.1   (mgal)                       NAVD 88
 NK0457
 NK0457  VERT ORDER  -  SECOND    CLASS 0
 NK0457
 NK0457.The horizontal coordinates were scaled from a topographic map and have
 NK0457.an estimated accuracy of +/- 6 seconds.
 NK0457
 NK0457.The orthometric height was determined by differential leveling
 NK0457.and adjusted by the National Geodetic Survey in June 1991..
 NK0457
 NK0457.The geoid height was determined by GEOID03.
 NK0457
 NK0457.The dynamic height is computed by dividing the NAVD 88
 NK0457.geopotential number by the normal gravity value computed on the
 NK0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0457.degrees latitude (g = 980.6199 gals.).
 NK0457
 NK0457.The modeled gravity was interpolated from observed gravity values.
 NK0457
 NK0457;                    North         East    Units  Estimated Accuracy
 NK0457;SPC IA N     - 1,133,710.    1,473,350.      MT  (+/- 180 meters Scaled)
 NK0457
 NK0457                          SUPERSEDED SURVEY CONTROL
 NK0457
 NK0457  NGVD 29 (??/??/92)  344.134  (m)         1129.05   (f) ADJ UNCH    2 0
 NK0457
 NK0457.Superseded values are not recommended for survey control.
 NK0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0457.See file dsdata.txt to determine how the superseded data were derived.
 NK0457
 NK0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH324282(NAD 83)
 NK0457_MARKER: DB = BENCH MARK DISK
 NK0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0457_STAMPING: J 28 1934
 NK0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0457+STABILITY: SURFACE MOTION
 NK0457
 NK0457  HISTORY     - Date     Condition        Report By
 NK0457  HISTORY     - 1934     MONUMENTED       CGS
 NK0457
 NK0457                          STATION DESCRIPTION
 NK0457
 NK0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0457'4.7 MI SW FROM CLARION.
 NK0457'4.7 MILES SOUTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NK0457'FROM THE STATION AT CLARION, WRIGHT COUNTY, 0.4 MILE SOUTHWEST
 NK0457'OF THE ELEVATOR AT FLORENCE, 385 YARDS NORTHEAST OF AN EAST
 NK0457'AND WEST COUNTY ROAD CROSSING, 135 YARDS SOUTHWEST OF THE
 NK0457'SOUTHWEST END OF A SIDETRACK SWITCH, 44.9 FEET NORTHWEST OF
 NK0457'THE NORTHWEST RAIL, AND 0.8 FOOT SOUTHEAST OF THE RIGHT OF
 NK0457'WAY FENCE.  A STANDARD DISK, STAMPED J 28 1934 AND SET IN THE
 NK0457'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0194 ***********************************************************************
 NK0194  DESIGNATION -  J 29
 NK0194  PID         -  NK0194
 NK0194  STATE/COUNTY-  IA/BUTLER
 NK0194  USGS QUAD   -  HANSELL (1972)
 NK0194
 NK0194                         *CURRENT SURVEY CONTROL
 NK0194  ___________________________________________________________________
 NK0194* NAD 83(1986)-  42 45 38.     (N)    093 01 31.     (W)     SCALED    
 NK0194* NAVD 88     -       301.968  (meters)     990.71   (feet)  ADJUSTED  
 NK0194  ___________________________________________________________________
 NK0194  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 NK0194  DYNAMIC HT  -         301.862 (meters)     990.36  (feet)  COMP
 NK0194  MODELED GRAV-     980,261.4   (mgal)                       NAVD 88
 NK0194
 NK0194  VERT ORDER  -  SECOND    CLASS 0
 NK0194
 NK0194.The horizontal coordinates were scaled from a topographic map and have
 NK0194.an estimated accuracy of +/- 6 seconds.
 NK0194
 NK0194.The orthometric height was determined by differential leveling
 NK0194.and adjusted by the National Geodetic Survey in June 1991..
 NK0194
 NK0194.The geoid height was determined by GEOID03.
 NK0194
 NK0194.The dynamic height is computed by dividing the NAVD 88
 NK0194.geopotential number by the normal gravity value computed on the
 NK0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0194.degrees latitude (g = 980.6199 gals.).
 NK0194
 NK0194.The modeled gravity was interpolated from observed gravity values.
 NK0194
 NK0194;                    North         East    Units  Estimated Accuracy
 NK0194;SPC IA N     - 1,140,130.    1,538,860.      MT  (+/- 180 meters Scaled)
 NK0194
 NK0194                          SUPERSEDED SURVEY CONTROL
 NK0194
 NK0194  NGVD 29 (??/??/92)  301.951  (m)          990.65   (f) ADJ UNCH    2 0
 NK0194
 NK0194.Superseded values are not recommended for survey control.
 NK0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0194.See file dsdata.txt to determine how the superseded data were derived.
 NK0194
 NK0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH979342(NAD 83)
 NK0194_MARKER: DB = BENCH MARK DISK
 NK0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0194_STAMPING: J 29 1934
 NK0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0194+STABILITY: SURFACE MOTION
 NK0194
 NK0194  HISTORY     - Date     Condition        Report By
 NK0194  HISTORY     - 1934     MONUMENTED       CGS
 NK0194
 NK0194                          STATION DESCRIPTION
 NK0194
 NK0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0194'2.7 MI W FROM DUMONT.
 NK0194'2.7 MILES WEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0194'THE STATION AT DUMONT, 38 YARDS WEST OF MILEPOST 308, ABOUT
 NK0194'120 FEET SOUTHEAST OF THE CROSSING OF A NORTH-AND-SOUTH
 NK0194'COUNTY-LINE ROAD, 61.5 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, 44.3
 NK0194'FEET SOUTH OF THE SOUTH RAIL, AND 2.0 FEET NORTH OF THE FENCE.
 NK0194'A STANDARD DISK, STAMPED J 29 1934 AND SET IN THE TOP OF A
 NK0194'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0071 ***********************************************************************
 NL0071  DESIGNATION -  J 3
 NL0071  PID         -  NL0071
 NL0071  STATE/COUNTY-  IA/BOONE
 NL0071  USGS QUAD   -  OGDEN (1982)
 NL0071
 NL0071                         *CURRENT SURVEY CONTROL
 NL0071  ___________________________________________________________________
 NL0071* NAD 83(1986)-  42 04 44.     (N)    094 01 37.     (W)     SCALED    
 NL0071* NAVD 88     -       339.720  (meters)    1114.56   (feet)  ADJUSTED  
 NL0071  ___________________________________________________________________
 NL0071  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 NL0071  DYNAMIC HT  -         339.625 (meters)    1114.25  (feet)  COMP
 NL0071  MODELED GRAV-     980,330.8   (mgal)                       NAVD 88
 NL0071
 NL0071  VERT ORDER  -  FIRST     CLASS II
 NL0071
 NL0071.The horizontal coordinates were scaled from a topographic map and have
 NL0071.an estimated accuracy of +/- 6 seconds.
 NL0071
 NL0071.The orthometric height was determined by differential leveling
 NL0071.and adjusted by the National Geodetic Survey in June 1991..
 NL0071
 NL0071.The geoid height was determined by GEOID03.
 NL0071
 NL0071.The dynamic height is computed by dividing the NAVD 88
 NL0071.geopotential number by the normal gravity value computed on the
 NL0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0071.degrees latitude (g = 980.6199 gals.).
 NL0071
 NL0071.The modeled gravity was interpolated from observed gravity values.
 NL0071
 NL0071;                    North         East    Units  Estimated Accuracy
 NL0071;SPC IA N     - 1,064,440.    1,456,400.      MT  (+/- 180 meters Scaled)
 NL0071
 NL0071                          SUPERSEDED SURVEY CONTROL
 NL0071
 NL0071  NGVD 29 (??/??/92)  339.70   (m)         1114.5    (f) COMPUTED    1 2
 NL0071
 NL0071.Superseded values are not recommended for survey control.
 NL0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0071.See file dsdata.txt to determine how the superseded data were derived.
 NL0071
 NL0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG150590(NAD 83)
 NL0071_MARKER: DB = BENCH MARK DISK
 NL0071_SETTING: 0 = UNSPECIFIED SETTING
 NL0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0071
 NL0071  HISTORY     - Date     Condition        Report By
 NL0071  HISTORY     - UNK      MONUMENTED       CGS
 NL0071  HISTORY     - 1930     GOOD             NGS
 NL0071
 NL0071                          STATION DESCRIPTION
 NL0071
 NL0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 NL0071'3 MI N FROM OGDEN.
 NL0071'3 MILES NORTH OF OGDEN SET IN CULVERT WEST OF R.R. 50 METERS
 NL0071'NORTH OF CROSSROAD.  2 1/2 TELE. POLES NORTH OF MILE POST NO 25.
 NL0071'ON M. AND ST. L.R.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0268 ***********************************************************************
 NK0268  DESIGNATION -  J 31
 NK0268  PID         -  NK0268
 NK0268  STATE/COUNTY-  IA/HARDIN
 NK0268  USGS QUAD   -  POPEJOY (1979)
 NK0268
 NK0268                         *CURRENT SURVEY CONTROL
 NK0268  ___________________________________________________________________
 NK0268* NAD 83(1986)-  42 30 13.     (N)    093 22 50.     (W)     SCALED    
 NK0268* NAVD 88     -       356.213  (meters)    1168.68   (feet)  ADJUSTED  
 NK0268  ___________________________________________________________________
 NK0268  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 NK0268  DYNAMIC HT  -         356.111 (meters)    1168.34  (feet)  COMP
 NK0268  MODELED GRAV-     980,325.4   (mgal)                       NAVD 88
 NK0268
 NK0268  VERT ORDER  -  SECOND    CLASS 0
 NK0268
 NK0268.The horizontal coordinates were scaled from a topographic map and have
 NK0268.an estimated accuracy of +/- 6 seconds.
 NK0268
 NK0268.The orthometric height was determined by differential leveling
 NK0268.and adjusted by the National Geodetic Survey in June 1991..
 NK0268
 NK0268.The geoid height was determined by GEOID03.
 NK0268
 NK0268.The dynamic height is computed by dividing the NAVD 88
 NK0268.geopotential number by the normal gravity value computed on the
 NK0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0268.degrees latitude (g = 980.6199 gals.).
 NK0268
 NK0268.The modeled gravity was interpolated from observed gravity values.
 NK0268
 NK0268;                    North         East    Units  Estimated Accuracy
 NK0268;SPC IA N     - 1,111,480.    1,509,820.      MT  (+/- 180 meters Scaled)
 NK0268
 NK0268                          SUPERSEDED SURVEY CONTROL
 NK0268
 NK0268  NGVD 29 (??/??/92)  356.212  (m)         1168.67   (f) ADJ UNCH    2 0
 NK0268
 NK0268.Superseded values are not recommended for survey control.
 NK0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0268.See file dsdata.txt to determine how the superseded data were derived.
 NK0268
 NK0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH687057(NAD 83)
 NK0268_MARKER: DB = BENCH MARK DISK
 NK0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0268_STAMPING: J-31 1934
 NK0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0268+STABILITY: SURFACE MOTION
 NK0268
 NK0268  HISTORY     - Date     Condition        Report By
 NK0268  HISTORY     - 1934     MONUMENTED       CGS
 NK0268  HISTORY     - 1940     MARK NOT FOUND   NGS
 NK0268  HISTORY     - 1974     GOOD             USGS
 NK0268
 NK0268                          STATION DESCRIPTION
 NK0268
 NK0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NK0268'AT ALDEN.
 NK0268'ALDEN AT THE JCT. OF U.S. HWY. 20 AND STATE HWY. 359 0.75 MILES
 NK0268'S. OF, AT THE JCT OF STATE HWY 359 AND ILLINOIS CENTRAL RAILROAD.
 NK0268'T-89-N., R.-21 AND 22-W., NEAR THE S. 1/16 TH COR BETWEEN SECS.
 NK0268'19 AND 24.  84.5 FT E. OF CENTERLINE OF HWY., 42 FT SE. OF A
 NK0268'SWITCH ON THE W. END OF A SIDE TRACK, 36.5 FT S. OF S. RAIL
 NK0268'OF MAIN TRACK AND 6 FT SW OF THE SW. COR. OF A SMALL SHED.
 NK0268'SET ON TOP OF A CONC. POST A STANDARD DISK STAMPED J-31 1934.
 NK0268
 NK0268                          STATION RECOVERY (1974)
 NK0268
 NK0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0063 ***********************************************************************
 NL0063  DESIGNATION -  J 32
 NL0063  PID         -  NL0063
 NL0063  STATE/COUNTY-  IA/WEBSTER
 NL0063  USGS QUAD   -  FORT DODGE SOUTH (1965)
 NL0063
 NL0063                         *CURRENT SURVEY CONTROL
 NL0063  ___________________________________________________________________
 NL0063* NAD 83(1986)-  42 29 56.     (N)    094 11 13.     (W)     SCALED    
 NL0063* NAVD 88     -       313.834  (meters)    1029.64   (feet)  ADJUSTED  
 NL0063  ___________________________________________________________________
 NL0063  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 NL0063  DYNAMIC HT  -         313.736 (meters)    1029.32  (feet)  COMP
 NL0063  MODELED GRAV-     980,300.0   (mgal)                       NAVD 88
 NL0063
 NL0063  VERT ORDER  -  SECOND    CLASS 0
 NL0063
 NL0063.The horizontal coordinates were scaled from a topographic map and have
 NL0063.an estimated accuracy of +/- 6 seconds.
 NL0063
 NL0063.The orthometric height was determined by differential leveling
 NL0063.and adjusted by the National Geodetic Survey in June 1991..
 NL0063
 NL0063.The geoid height was determined by GEOID03.
 NL0063
 NL0063.The dynamic height is computed by dividing the NAVD 88
 NL0063.geopotential number by the normal gravity value computed on the
 NL0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0063.degrees latitude (g = 980.6199 gals.).
 NL0063
 NL0063.The modeled gravity was interpolated from observed gravity values.
 NL0063
 NL0063;                    North         East    Units  Estimated Accuracy
 NL0063;SPC IA N     - 1,111,180.    1,443,540.      MT  (+/- 180 meters Scaled)
 NL0063
 NL0063                          SUPERSEDED SURVEY CONTROL
 NL0063
 NL0063  NGVD 29 (??/??/92)  313.798  (m)         1029.52   (f) ADJ UNCH    2 0
 NL0063
 NL0063.Superseded values are not recommended for survey control.
 NL0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0063.See file dsdata.txt to determine how the superseded data were derived.
 NL0063
 NL0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH024058(NAD 83)
 NL0063_MARKER: DB = BENCH MARK DISK
 NL0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0063_SP_SET: BRIDGE
 NL0063_STAMPING: J 32 1934
 NL0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0063
 NL0063  HISTORY     - Date     Condition        Report By
 NL0063  HISTORY     - 1934     MONUMENTED       CGS
 NL0063  HISTORY     - 1953     GOOD             NGS
 NL0063
 NL0063                          STATION DESCRIPTION
 NL0063
 NL0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 NL0063'AT FORT DODGE.
 NL0063'AT FORT DODGE, WEBSTER COUNTY, 260 YARDS SOUTHEAST OF THE
 NL0063'ILLINOIS CENTRAL RAILROAD STATION, AT A STEEL BRIDGE OVER 7TH
 NL0063'STREET, IN THE TOP OF A CONCRETE HEADWALL, 8.2 FEET EAST OF THE
 NL0063'EAST RAIL OF THE EAST TRACK, 2.2 FEET EAST OF A STEEL SIDEWALK,
 NL0063'AND 1.7 FEET WEST OF THE EAST END OF THE HEADWALL.  A STANDARD
 NL0063'DISK, STAMPED J 32 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0385 ***********************************************************************
 MH0385  DESIGNATION -  J 33
 MH0385  PID         -  MH0385
 MH0385  STATE/COUNTY-  IA/POLK
 MH0385  USGS QUAD   -  DES MOINES NE (1976)
 MH0385
 MH0385                         *CURRENT SURVEY CONTROL
 MH0385  ___________________________________________________________________
 MH0385* NAD 83(1986)-  41 42 09.     (N)    093 31 56.     (W)     SCALED    
 MH0385* NAVD 88     -       286.187  (meters)     938.93   (feet)  ADJUSTED  
 MH0385  ___________________________________________________________________
 MH0385  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 MH0385  DYNAMIC HT  -         286.065 (meters)     938.53  (feet)  COMP
 MH0385  MODELED GRAV-     980,190.4   (mgal)                       NAVD 88
 MH0385
 MH0385  VERT ORDER  -  SECOND    CLASS 0
 MH0385
 MH0385.The horizontal coordinates were scaled from a topographic map and have
 MH0385.an estimated accuracy of +/- 6 seconds.
 MH0385
 MH0385.The orthometric height was determined by differential leveling
 MH0385.and adjusted by the National Geodetic Survey in June 1991..
 MH0385
 MH0385.The geoid height was determined by GEOID03.
 MH0385
 MH0385.The dynamic height is computed by dividing the NAVD 88
 MH0385.geopotential number by the normal gravity value computed on the
 MH0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0385.degrees latitude (g = 980.6199 gals.).
 MH0385
 MH0385.The modeled gravity was interpolated from observed gravity values.
 MH0385
 MH0385;                    North         East    Units  Estimated Accuracy
 MH0385;SPC IA S     -   189,070.      497,320.      MT  (+/- 180 meters Scaled)
 MH0385
 MH0385                          SUPERSEDED SURVEY CONTROL
 MH0385
 MH0385  NGVD 29 (??/??/92)  286.164  (m)          938.86   (f) ADJ UNCH    2 0
 MH0385
 MH0385.Superseded values are not recommended for survey control.
 MH0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0385.See file dsdata.txt to determine how the superseded data were derived.
 MH0385
 MH0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG557168(NAD 83)
 MH0385_MARKER: DB = BENCH MARK DISK
 MH0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0385_SP_SET: CULVERT
 MH0385_STAMPING: J 33 1934
 MH0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0385+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 MH0385
 MH0385  HISTORY     - Date     Condition        Report By
 MH0385  HISTORY     - 1934     MONUMENTED       CGS
 MH0385  HISTORY     - 20040224 GOOD             INDIV
 MH0385
 MH0385                          STATION DESCRIPTION
 MH0385
 MH0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0385'1.9 MI S FROM ENTERPRISE.
 MH0385'1.9 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0385'RAILWAY FROM THE STATION AT ENTERPRISE, POLK COUNTY, OPPOSITE
 MH0385'POLE 83+5, AT A CONCRETE CULVERT, IN THE SOUTHEAST CORNER, 1.1
 MH0385'FEET NORTH OF THE SOUTH SIDE, AND 11.3 FEET EAST OF THE EAST
 MH0385'RAIL.  A STANDARD DISK, STAMPED J 33 1934.
 MH0385
 MH0385                          STATION RECOVERY (2004)
 MH0385
 MH0385'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MLS)
 MH0385'FOUND IN GOOD CONDITION LAT 41 42 09.23099N  LONG 93 31 56.00276W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0283 ***********************************************************************
 NK0283  DESIGNATION -  J 34
 NK0283  PID         -  NK0283
 NK0283  STATE/COUNTY-  IA/STORY
 NK0283  USGS QUAD   -  ZEARING (1975)
 NK0283
 NK0283                         *CURRENT SURVEY CONTROL
 NK0283  ___________________________________________________________________
 NK0283* NAD 83(1986)-  42 09 42.     (N)    093 18 32.     (W)     SCALED    
 NK0283* NAVD 88     -       319.958  (meters)    1049.73   (feet)  ADJUSTED  
 NK0283  ___________________________________________________________________
 NK0283  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 NK0283  DYNAMIC HT  -         319.840 (meters)    1049.34  (feet)  COMP
 NK0283  MODELED GRAV-     980,244.6   (mgal)                       NAVD 88
 NK0283
 NK0283  VERT ORDER  -  SECOND    CLASS 0
 NK0283
 NK0283.The horizontal coordinates were scaled from a topographic map and have
 NK0283.an estimated accuracy of +/- 6 seconds.
 NK0283
 NK0283.The orthometric height was determined by differential leveling
 NK0283.and adjusted by the National Geodetic Survey in June 1991..
 NK0283
 NK0283.The geoid height was determined by GEOID03.
 NK0283
 NK0283.The dynamic height is computed by dividing the NAVD 88
 NK0283.geopotential number by the normal gravity value computed on the
 NK0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0283.degrees latitude (g = 980.6199 gals.).
 NK0283
 NK0283.The modeled gravity was interpolated from observed gravity values.
 NK0283
 NK0283;                    North         East    Units  Estimated Accuracy
 NK0283;SPC IA N     - 1,073,510.    1,515,790.      MT  (+/- 180 meters Scaled)
 NK0283
 NK0283                          SUPERSEDED SURVEY CONTROL
 NK0283
 NK0283  NGVD 29 (??/??/92)  319.929  (m)         1049.63   (f) ADJ UNCH    2 0
 NK0283
 NK0283.Superseded values are not recommended for survey control.
 NK0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0283.See file dsdata.txt to determine how the superseded data were derived.
 NK0283
 NK0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG744677(NAD 83)
 NK0283_MARKER: DB = BENCH MARK DISK
 NK0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0283_STAMPING: J 34 1934
 NK0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0283+STABILITY: SURFACE MOTION
 NK0283
 NK0283  HISTORY     - Date     Condition        Report By
 NK0283  HISTORY     - 1934     MONUMENTED       CGS
 NK0283  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0283
 NK0283                          STATION DESCRIPTION
 NK0283
 NK0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0283'0.5 MI W FROM ZEARING.
 NK0283'0.5 MILE WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 NK0283'THE STATION AT ZEARING, STORY COUNTY, AT THE CROSSING OF U.S.
 NK0283'HIGHWAY 65, 69.9 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 22.9
 NK0283'FEET NORTH OF THE NORTH RAIL, 21.3 FEET EAST OF A FENCE CORNER,
 NK0283'AND 2.5 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED J 34 1934
 NK0283'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 NK0283'ABOVE GROUND.
 NK0283
 NK0283                          STATION RECOVERY (1975)
 NK0283
 NK0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0642 ***********************************************************************
 OO0642  DESIGNATION -  J 35
 OO0642  PID         -  OO0642
 OO0642  STATE/COUNTY-  IA/CERRO GORDO
 OO0642  USGS QUAD   -  MASON CITY (1959)
 OO0642
 OO0642                         *CURRENT SURVEY CONTROL
 OO0642  ___________________________________________________________________
 OO0642* NAD 83(1986)-  43 11 15.     (N)    093 12 25.     (W)     SCALED    
 OO0642* NAVD 88     -       345.495  (meters)    1133.51   (feet)  ADJUSTED  
 OO0642  ___________________________________________________________________
 OO0642  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 OO0642  DYNAMIC HT  -         345.433 (meters)    1133.31  (feet)  COMP
 OO0642  MODELED GRAV-     980,429.1   (mgal)                       NAVD 88
 OO0642
 OO0642  VERT ORDER  -  SECOND    CLASS 0
 OO0642
 OO0642.The horizontal coordinates were scaled from a topographic map and have
 OO0642.an estimated accuracy of +/- 6 seconds.
 OO0642
 OO0642.The orthometric height was determined by differential leveling
 OO0642.and adjusted by the National Geodetic Survey in June 1991..
 OO0642
 OO0642.The geoid height was determined by GEOID03.
 OO0642
 OO0642.The dynamic height is computed by dividing the NAVD 88
 OO0642.geopotential number by the normal gravity value computed on the
 OO0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0642.degrees latitude (g = 980.6199 gals.).
 OO0642
 OO0642.The modeled gravity was interpolated from observed gravity values.
 OO0642
 OO0642;                    North         East    Units  Estimated Accuracy
 OO0642;SPC IA N     - 1,187,490.    1,523,820.      MT  (+/- 180 meters Scaled)
 OO0642
 OO0642                          SUPERSEDED SURVEY CONTROL
 OO0642
 OO0642  NGVD 29 (??/??/92)  345.520  (m)         1133.59   (f) ADJ UNCH    2 0
 OO0642
 OO0642.Superseded values are not recommended for survey control.
 OO0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0642.See file dsdata.txt to determine how the superseded data were derived.
 OO0642
 OO0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH831816(NAD 83)
 OO0642_MARKER: DB = BENCH MARK DISK
 OO0642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0642_SP_SET: ABUTMENT
 OO0642_STAMPING: J 35 1934
 OO0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0642
 OO0642  HISTORY     - Date     Condition        Report By
 OO0642  HISTORY     - 1934     MONUMENTED       CGS
 OO0642  HISTORY     - 20000925 MARK NOT FOUND   AERSVC
 OO0642
 OO0642                          STATION DESCRIPTION
 OO0642
 OO0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0642'2 MI N FROM MASON CITY.
 OO0642'2 MILES NORTH ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0642'STATION AT MASON CITY, CERRO GORDO COUNTY, AT A BRIDGE, IN THE EDGE OF
 OO0642'THE SLOPE OF A WINGWALL, 7.5 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 OO0642'THE NORTH ABUTMENT, 5.6 FEET NORTHWEST OF THE NORTH END OF THE WEST
 OO0642'GIRDER, AND 5 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE SECOND
 OO0642'SHOULDER OF THE ABUTMENT.  A STANDARD DISK, STAMPED J 35 1934.
 OO0642
 OO0642                          STATION RECOVERY (2000)
 OO0642
 OO0642'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 OO0642'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0289 ***********************************************************************
 OO0289  DESIGNATION -  J 36
 OO0289  PID         -  OO0289
 OO0289  STATE/COUNTY-  IA/FLOYD
 OO0289  USGS QUAD   -  ROSEVILLE (1971)
 OO0289
 OO0289                         *CURRENT SURVEY CONTROL
 OO0289  ___________________________________________________________________
 OO0289* NAD 83(1986)-  43 06 06.     (N)    092 47 22.     (W)     SCALED    
 OO0289* NAVD 88     -       327.948  (meters)    1075.94   (feet)  ADJUSTED  
 OO0289  ___________________________________________________________________
 OO0289  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 OO0289  DYNAMIC HT  -         327.846 (meters)    1075.61  (feet)  COMP
 OO0289  MODELED GRAV-     980,299.5   (mgal)                       NAVD 88
 OO0289
 OO0289  VERT ORDER  -  SECOND    CLASS 0
 OO0289
 OO0289.The horizontal coordinates were scaled from a topographic map and have
 OO0289.an estimated accuracy of +/- 6 seconds.
 OO0289
 OO0289.The orthometric height was determined by differential leveling
 OO0289.and adjusted by the National Geodetic Survey in June 1991..
 OO0289
 OO0289.The geoid height was determined by GEOID03.
 OO0289
 OO0289.The dynamic height is computed by dividing the NAVD 88
 OO0289.geopotential number by the normal gravity value computed on the
 OO0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0289.degrees latitude (g = 980.6199 gals.).
 OO0289
 OO0289.The modeled gravity was interpolated from observed gravity values.
 OO0289
 OO0289;                    North         East    Units  Estimated Accuracy
 OO0289;SPC IA N     - 1,178,150.    1,557,840.      MT  (+/- 180 meters Scaled)
 OO0289
 OO0289                          SUPERSEDED SURVEY CONTROL
 OO0289
 OO0289  NGVD 29 (??/??/92)  327.933  (m)         1075.89   (f) ADJ UNCH    2 0
 OO0289
 OO0289.Superseded values are not recommended for survey control.
 OO0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0289.See file dsdata.txt to determine how the superseded data were derived.
 OO0289
 OO0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH171721(NAD 83)
 OO0289_MARKER: DB = BENCH MARK DISK
 OO0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0289_STAMPING: J 36 1934
 OO0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0289+STABILITY: SURFACE MOTION
 OO0289
 OO0289  HISTORY     - Date     Condition        Report By
 OO0289  HISTORY     - 1934     MONUMENTED       CGS
 OO0289  HISTORY     - 1969     POOR             USGS
 OO0289
 OO0289                          STATION DESCRIPTION
 OO0289
 OO0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0289'6.1 MI E FROM RUDD.
 OO0289'6.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0289'RAILROAD FROM THE STATION AT RUDD, FLOYD COUNTY, 92 FEET SOUTHEAST OF
 OO0289'A ROAD CROSSING, 43 FEET SOUTH OF THE SOUTH RAIL, AND 4 FEET NORTH OF
 OO0289'THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED J 36 1934 AND SET IN
 OO0289'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OO0289
 OO0289                          STATION RECOVERY (1969)
 OO0289
 OO0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OO0289'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0787 ***********************************************************************
 NK0787  DESIGNATION -  J 38 RESET
 NK0787  PID         -  NK0787
 NK0787  STATE/COUNTY-  IA/FAYETTE
 NK0787  USGS QUAD   -  SUMNER (1971)
 NK0787
 NK0787                         *CURRENT SURVEY CONTROL
 NK0787  ___________________________________________________________________
 NK0787* NAD 83(1986)-  42 49 59.     (N)    092 04 17.     (W)     SCALED    
 NK0787* NAVD 88     -       326.68   (meters)    1071.8    (feet)  RESET     
 NK0787  ___________________________________________________________________
 NK0787  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 NK0787
 NK0787  VERT ORDER  -  THIRD
 NK0787
 NK0787.The horizontal coordinates were scaled from a topographic map and have
 NK0787.an estimated accuracy of +/- 6 seconds.
 NK0787
 NK0787.The orthometric height was computed from unverified reset data.
 NK0787
 NK0787.The geoid height was determined by GEOID03.
 NK0787
 NK0787;                    North         East    Units  Estimated Accuracy
 NK0787;SPC IA N     - 1,149,060.    1,616,790.      MT  (+/- 180 meters Scaled)
 NK0787
 NK0787                          SUPERSEDED SURVEY CONTROL
 NK0787
 NK0787  NGVD 29 (05/12/04)  326.69   (m)         1071.8    (f) RESET       3  
 NK0787
 NK0787.Superseded values are not recommended for survey control.
 NK0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0787.See file dsdata.txt to determine how the superseded data were derived.
 NK0787
 NK0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH758426(NAD 83)
 NK0787_MARKER: DB = BENCH MARK DISK
 NK0787_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NK0787_SP_SET: HEADWALL
 NK0787_STAMPING: J 38 RESET 1984
 NK0787_MARK LOGO: NGS   
 NK0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0787+STABILITY: SURFACE MOTION
 NK0787
 NK0787  HISTORY     - Date     Condition        Report By
 NK0787  HISTORY     - 1984     MONUMENTED       NGS
 NK0787
 NK0787                          STATION DESCRIPTION
 NK0787
 NK0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NK0787'3.2 KM (2.00 MI) SE FROM SUMNER.
 NK0787'1.61 KM (1.00 MI) SOUTH ALONG BREMER COUNTY ROAD V 62, FROM THE
 NK0787'JUNCTION OF STATE HIGHWAY 93 IN SUMNER, TO A CURVE EAST, THENCE 0.48
 NK0787'KM (0.30 MI) LEFT AND EAST ON ROAD V 62 TO A CURVE SOUTH AND A
 NK0787'GRAVELED ROAD STRAIGHT AHEAD, THENCE 1.21 KM (0.75 MI) LEFT AND EAST
 NK0787'ALONG THE GRAVELED ROAD TO THE MARK ON THE RIGHT, 5.3 M (17.4 FT)
 NK0787'SOUTH FROM THE CENTERLINE OF THE ROAD, IN THE EAST END OF THE SOUTH
 NK0787'HEADWALL OF A 4 BY 6 FOOT CONCRETE CULVERT.
 NK0787'THE MARK IS 0.15 METERS  W FROM  A WITNESS POST
 NK0787'THE MARK IS 0.60 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0022 ***********************************************************************
 NK0022  DESIGNATION -  J 39
 NK0022  PID         -  NK0022
 NK0022  STATE/COUNTY-  IA/BREMER
 NK0022  USGS QUAD   -  WAVERLY (1963)
 NK0022
 NK0022                         *CURRENT SURVEY CONTROL
 NK0022  ___________________________________________________________________
 NK0022* NAD 83(1986)-  42 42 56.     (N)    092 29 56.     (W)     SCALED    
 NK0022* NAVD 88     -       299.505  (meters)     982.63   (feet)  ADJUSTED  
 NK0022  ___________________________________________________________________
 NK0022  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 NK0022  DYNAMIC HT  -         299.407 (meters)     982.30  (feet)  COMP
 NK0022  MODELED GRAV-     980,286.8   (mgal)                       NAVD 88
 NK0022
 NK0022  VERT ORDER  -  SECOND    CLASS 0
 NK0022
 NK0022.The horizontal coordinates were scaled from a topographic map and have
 NK0022.an estimated accuracy of +/- 6 seconds.
 NK0022
 NK0022.The orthometric height was determined by differential leveling
 NK0022.and adjusted by the National Geodetic Survey in June 1991..
 NK0022
 NK0022.The geoid height was determined by GEOID03.
 NK0022
 NK0022.The dynamic height is computed by dividing the NAVD 88
 NK0022.geopotential number by the normal gravity value computed on the
 NK0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0022.degrees latitude (g = 980.6199 gals.).
 NK0022
 NK0022.The modeled gravity was interpolated from observed gravity values.
 NK0022
 NK0022;                    North         East    Units  Estimated Accuracy
 NK0022;SPC IA N     - 1,135,510.    1,582,000.      MT  (+/- 180 meters Scaled)
 NK0022
 NK0022                          SUPERSEDED SURVEY CONTROL
 NK0022
 NK0022  NGVD 29 (??/??/92)  299.502  (m)          982.62   (f) ADJ UNCH    2 0
 NK0022
 NK0022.Superseded values are not recommended for survey control.
 NK0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0022.See file dsdata.txt to determine how the superseded data were derived.
 NK0022
 NK0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH410293(NAD 83)
 NK0022_MARKER: DB = BENCH MARK DISK
 NK0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0022_STAMPING: J 39 1934
 NK0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0022+STABILITY: SURFACE MOTION
 NK0022
 NK0022  HISTORY     - Date     Condition        Report By
 NK0022  HISTORY     - 1934     MONUMENTED       CGS
 NK0022  HISTORY     - 1961     MARK NOT FOUND   NGS
 NK0022
 NK0022                          STATION DESCRIPTION
 NK0022
 NK0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NK0022'1.9 MI S FROM WAVERLY.
 NK0022'1.9 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0022'RAILWAY FROM THE STATION AT WAVERLY, BREMER COUNTY, 0.6 MILE
 NK0022'SOUTH OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD, 55 YARDS
 NK0022'EAST OF THE CENTER LINE OF U.S. HIGHWAY 10, 42.8 FEET EAST OF THE
 NK0022'EAST RAIL, AND 2.3 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A
 NK0022'STANDARD DISK, STAMPED J 39 1934 AND SET IN THE TOP OF A CONCRETE
 NK0022'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.  NOTE-- DUE TO
 NK0022'INADEQUATE DESCRIPTION AND HIGH GRASS AND WEEDS BENCH MARK
 NK0022'COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0364 ***********************************************************************
 MH0364  DESIGNATION -  J 4
 MH0364  PID         -  MH0364
 MH0364  STATE/COUNTY-  IA/POLK
 MH0364  USGS QUAD   -  DES MOINES SW (1976)
 MH0364
 MH0364                         *CURRENT SURVEY CONTROL
 MH0364  ___________________________________________________________________
 MH0364* NAD 83(1986)-  41 34 32.     (N)    093 39 35.     (W)     SCALED    
 MH0364* NAVD 88     -       245.683  (meters)     806.04   (feet)  ADJUSTED  
 MH0364  ___________________________________________________________________
 MH0364  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 MH0364  DYNAMIC HT  -         245.576 (meters)     805.69  (feet)  COMP
 MH0364  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 MH0364
 MH0364  VERT ORDER  -  FIRST     CLASS II
 MH0364
 MH0364.The horizontal coordinates were scaled from a topographic map and have
 MH0364.an estimated accuracy of +/- 6 seconds.
 MH0364
 MH0364.The orthometric height was determined by differential leveling
 MH0364.and adjusted by the National Geodetic Survey in June 1991..
 MH0364
 MH0364.The geoid height was determined by GEOID03.
 MH0364
 MH0364.The dynamic height is computed by dividing the NAVD 88
 MH0364.geopotential number by the normal gravity value computed on the
 MH0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0364.degrees latitude (g = 980.6199 gals.).
 MH0364
 MH0364.The modeled gravity was interpolated from observed gravity values.
 MH0364
 MH0364;                    North         East    Units  Estimated Accuracy
 MH0364;SPC IA S     -   174,980.      486,680.      MT  (+/- 180 meters Scaled)
 MH0364
 MH0364                          SUPERSEDED SURVEY CONTROL
 MH0364
 MH0364  NGVD 29 (??/??/92)  245.630  (m)          805.87   (f) ADJ UNCH    1 2
 MH0364
 MH0364.Superseded values are not recommended for survey control.
 MH0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0364.See file dsdata.txt to determine how the superseded data were derived.
 MH0364
 MH0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG450028(NAD 83)
 MH0364_MARKER: DB = BENCH MARK DISK
 MH0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0364_SP_SET: CATCH BASIN
 MH0364_STAMPING: 805.943 J 4 1930
 MH0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0364
 MH0364  HISTORY     - Date     Condition        Report By
 MH0364  HISTORY     - 1930     MONUMENTED       CGS
 MH0364  HISTORY     - 1950     GOOD             NGS
 MH0364  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0364
 MH0364                          STATION DESCRIPTION
 MH0364
 MH0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0364'AT DES MOINES.
 MH0364'AT DES MOINES, POLE COUNTY, 2-1/2 MILES WEST ALONG THE CHICAGO,
 MH0364'ROCK ISLAND AND PACIFIC RAILWAY FROM THE STATION, 250 FEET EAST
 MH0364'OF A SIGNAL TOWER 3600, 23 FEET NORTH OF THE CENTERLINE OF THE
 MH0364'NORTH TRACK, AND IN A CATCH BASIN FOR A SEWER.  A STANDARD DISK,
 MH0364'STAMPED 805.943 J 4 1930.
 MH0364
 MH0364                          STATION RECOVERY (1995)
 MH0364
 MH0364'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0270 ***********************************************************************
 OO0270  DESIGNATION -  J 40
 OO0270  PID         -  OO0270
 OO0270  STATE/COUNTY-  IA/MITCHELL
 OO0270  USGS QUAD   -  OSAGE (1972)
 OO0270
 OO0270                         *CURRENT SURVEY CONTROL
 OO0270  ___________________________________________________________________
 OO0270* NAD 83(1996)-  43 16 55.99603(N)    092 48 52.10664(W)     ADJUSTED  
 OO0270* NAVD 88     -       355.933  (meters)    1167.76   (feet)  ADJUSTED  
 OO0270  ___________________________________________________________________
 OO0270  LAPLACE CORR-          -7.26  (seconds)                    DEFLEC99
 OO0270  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 OO0270  DYNAMIC HT  -         355.833 (meters)    1167.43  (feet)  COMP
 OO0270  MODELED GRAV-     980,328.4   (mgal)                       NAVD 88
 OO0270
 OO0270  HORZ ORDER  -  SECOND
 OO0270  VERT ORDER  -  SECOND    CLASS 0
 OO0270
 OO0270.The horizontal coordinates were established by classical geodetic methods
 OO0270.and adjusted by the National Geodetic Survey in May 1999..
 OO0270
 OO0270.The orthometric height was determined by differential leveling
 OO0270.and adjusted by the National Geodetic Survey in June 1991..
 OO0270
 OO0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0270
 OO0270.The geoid height was determined by GEOID03.
 OO0270
 OO0270.The dynamic height is computed by dividing the NAVD 88
 OO0270.geopotential number by the normal gravity value computed on the
 OO0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0270.degrees latitude (g = 980.6199 gals.).
 OO0270
 OO0270.The modeled gravity was interpolated from observed gravity values.
 OO0270
 OO0270;                    North         East     Units Scale Factor Converg.
 OO0270;SPC IA N     - 1,198,195.708 1,555,641.483   MT  1.00000288   +0 27 52.6
 OO0270;UTM  15      - 4,792,172.455   515,052.521   MT  0.99960279   +0 07 37.9
 OO0270
 OO0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0270!SPC IA N     -   0.99994891  x   1.00000288  =   0.99995179
 OO0270!UTM  15      -   0.99994891  x   0.99960279  =   0.99955172
 OO0270
 OO0270                          SUPERSEDED SURVEY CONTROL
 OO0270
 OO0270  NAD 83(1996)-  43 16 55.99604(N)    092 48 52.10663(W) AD(       ) 2
 OO0270  NAD 83(1986)-  43 16 55.98831(N)    092 48 52.10356(W) AD(       ) 2
 OO0270  NAD 27      -  43 16 56.10664(N)    092 48 51.42995(W) AD(       ) 2
 OO0270  NGVD 29 (??/??/92)  355.921  (m)         1167.72   (f) ADJ UNCH    2 0
 OO0270
 OO0270.Superseded values are not recommended for survey control.
 OO0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0270.See file dsdata.txt to determine how the superseded data were derived.
 OO0270
 OO0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1505392172(NAD 83)
 OO0270_MARKER: DB = BENCH MARK DISK
 OO0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0270_STAMPING: J 40 1934
 OO0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0270+STABILITY: SURFACE MOTION
 OO0270
 OO0270  HISTORY     - Date     Condition        Report By
 OO0270  HISTORY     - 1934     MONUMENTED       CGS
 OO0270  HISTORY     - 1934     GOOD             NGS
 OO0270  HISTORY     - 1971     GOOD             NGS
 OO0270
 OO0270                          STATION DESCRIPTION
 OO0270
 OO0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0270'IN OSAGE.
 OO0270'AT OSAGE, MITCHELL COUNTY, IN THE SOUTHWEST CORNER OF THE COURTHOUSE
 OO0270'YARD, 25 FEET EAST OF THE EAST CURB OF THE NORTH AND SOUTH STREET,
 OO0270'33.4 FEET NORTH OF THE NORTH CURB OF THE EAST AND WEST STREET, 21.8
 OO0270'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SIDEWALK INTERSECTION,
 OO0270'AND 13.3 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE WALK LEADING UP
 OO0270'TO THE COURTHOUSE.  A STANDARD DISK, STAMPED J 40 1934 AND SET IN THE
 OO0270'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 OO0270
 OO0270                          STATION RECOVERY (1971)
 OO0270
 OO0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OO0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0313 ***********************************************************************
 OO0313  DESIGNATION -  J 41
 OO0313  PID         -  OO0313
 OO0313  STATE/COUNTY-  IA/HOWARD
 OO0313  USGS QUAD   -  MC INTIRE (1972)
 OO0313
 OO0313                         *CURRENT SURVEY CONTROL
 OO0313  ___________________________________________________________________
 OO0313* NAD 83(1986)-  43 29 59.     (N)    092 31 55.     (W)     SCALED    
 OO0313* NAVD 88     -       410.194  (meters)    1345.78   (feet)  ADJUSTED  
 OO0313  ___________________________________________________________________
 OO0313  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 OO0313  DYNAMIC HT  -         410.096 (meters)    1345.46  (feet)  COMP
 OO0313  MODELED GRAV-     980,366.2   (mgal)                       NAVD 88
 OO0313
 OO0313  VERT ORDER  -  SECOND    CLASS 0
 OO0313
 OO0313.The horizontal coordinates were scaled from a topographic map and have
 OO0313.an estimated accuracy of +/- 6 seconds.
 OO0313
 OO0313.The orthometric height was determined by differential leveling
 OO0313.and adjusted by the National Geodetic Survey in June 1991..
 OO0313
 OO0313.The geoid height was determined by GEOID03.
 OO0313
 OO0313.The dynamic height is computed by dividing the NAVD 88
 OO0313.geopotential number by the normal gravity value computed on the
 OO0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0313.degrees latitude (g = 980.6199 gals.).
 OO0313
 OO0313.The modeled gravity was interpolated from observed gravity values.
 OO0313
 OO0313;                    North         East    Units  Estimated Accuracy
 OO0313;SPC IA N     - 1,222,580.    1,578,300.      MT  (+/- 180 meters Scaled)
 OO0313
 OO0313                          SUPERSEDED SURVEY CONTROL
 OO0313
 OO0313  NGVD 29 (??/??/92)  410.178  (m)         1345.73   (f) ADJ UNCH    2 0
 OO0313
 OO0313.Superseded values are not recommended for survey control.
 OO0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0313.See file dsdata.txt to determine how the superseded data were derived.
 OO0313
 OO0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ378164(NAD 83)
 OO0313_MARKER: DB = BENCH MARK DISK
 OO0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0313_STAMPING: J 41 1934
 OO0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0313+STABILITY: SURFACE MOTION
 OO0313
 OO0313  HISTORY     - Date     Condition        Report By
 OO0313  HISTORY     - 1934     MONUMENTED       CGS
 OO0313  HISTORY     - 1971     MARK NOT FOUND   USGS
 OO0313
 OO0313                          STATION DESCRIPTION
 OO0313
 OO0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0313'1.8 MI SW FROM LE ROY.
 OO0313'IN HOWARD COUNTY, IOWA, 1.8 MILES SOUTHWEST ALONG THE CHICAGO GREAT
 OO0313'WESTERN RAILROAD FROM THE STATION AT LE ROY, MOWER COUNTY, MINNESOTA,
 OO0313'324 YARDS NORTHEAST OF MILEPOST 187, 74 YARDS SOUTHWEST OF THE
 OO0313'CROSSING OF THE ROAD FORMING THE IOWA-MINNESOTA STATE LINE, 45 FEET
 OO0313'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 39 FEET NORTHEAST
 OO0313'OF THE END OF A SNOW FENCE, AND 1.5 FEET SOUTHEAST OF THE RIGHT OF WAY
 OO0313'FENCE.  A STANDARD DISK, STAMPED J 41 1934 AND SET IN THE TOP OF A
 OO0313'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 OO0313
 OO0313                          STATION RECOVERY (1971)
 OO0313
 OO0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OO0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0460 ***********************************************************************
 ON0460  DESIGNATION -  J 42
 ON0460  PID         -  ON0460
 ON0460  STATE/COUNTY-  IA/WINNESHIEK
 ON0460  USGS QUAD   -  FORT ATKINSON (1981)
 ON0460
 ON0460                         *CURRENT SURVEY CONTROL
 ON0460  ___________________________________________________________________
 ON0460* NAD 83(1986)-  43 12 19.     (N)    091 52 44.     (W)     SCALED    
 ON0460* NAVD 88     -       390.238  (meters)    1280.31   (feet)  ADJUSTED  
 ON0460  ___________________________________________________________________
 ON0460  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 ON0460  DYNAMIC HT  -         390.141 (meters)    1279.99  (feet)  COMP
 ON0460  MODELED GRAV-     980,359.4   (mgal)                       NAVD 88
 ON0460
 ON0460  VERT ORDER  -  SECOND    CLASS 0
 ON0460
 ON0460.The horizontal coordinates were scaled from a topographic map and have
 ON0460.an estimated accuracy of +/- 6 seconds.
 ON0460
 ON0460.The orthometric height was determined by differential leveling
 ON0460.and adjusted by the National Geodetic Survey in June 1991..
 ON0460
 ON0460.The geoid height was determined by GEOID03.
 ON0460
 ON0460.The dynamic height is computed by dividing the NAVD 88
 ON0460.geopotential number by the normal gravity value computed on the
 ON0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0460.degrees latitude (g = 980.6199 gals.).
 ON0460
 ON0460.The modeled gravity was interpolated from observed gravity values.
 ON0460
 ON0460;                    North         East    Units  Estimated Accuracy
 ON0460;SPC IA N     - 1,190,690.    1,631,740.      MT  (+/- 180 meters Scaled)
 ON0460
 ON0460                          SUPERSEDED SURVEY CONTROL
 ON0460
 ON0460  NGVD 29 (??/??/92)  390.246  (m)         1280.33   (f) ADJ UNCH    2 0
 ON0460
 ON0460.Superseded values are not recommended for survey control.
 ON0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0460.See file dsdata.txt to determine how the superseded data were derived.
 ON0460
 ON0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH910842(NAD 83)
 ON0460_MARKER: DB = BENCH MARK DISK
 ON0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0460_STAMPING: J 42 1934
 ON0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0460+STABILITY: SURFACE MOTION
 ON0460
 ON0460  HISTORY     - Date     Condition        Report By
 ON0460  HISTORY     - 1934     MONUMENTED       CGS
 ON0460  HISTORY     - 1977     MARK NOT FOUND   USGS
 ON0460
 ON0460                          STATION DESCRIPTION
 ON0460
 ON0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0460'1.2 MI NW FROM CALMAR.
 ON0460'1.2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0460'PACIFIC RAILROAD FROM THE STATION AT CALMAR, WINNESHIEK COUNTY,
 ON0460'28 FEET NORTH OF THE CENTER OF A ROAD CROSSING, 45.8 FEET WEST
 ON0460'OF THE WEST RAIL, 4.5 FEET NORTHEAST OF A CORNER FENCE POST,
 ON0460'AND 2 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED J 42
 ON0460'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ON0460'4 INCHES ABOVE GROUND.
 ON0460
 ON0460                          STATION RECOVERY (1977)
 ON0460
 ON0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0115 ***********************************************************************
 MH0115  DESIGNATION -  J 5
 MH0115  PID         -  MH0115
 MH0115  STATE/COUNTY-  IA/MARION
 MH0115  USGS QUAD   -  PELLA (1980)
 MH0115
 MH0115                         *CURRENT SURVEY CONTROL
 MH0115  ___________________________________________________________________
 MH0115* NAD 83(1986)-  41 23 24.     (N)    092 53 01.     (W)     SCALED    
 MH0115* NAVD 88     -       260.523  (meters)     854.73   (feet)  ADJUSTED  
 MH0115  ___________________________________________________________________
 MH0115  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 MH0115  DYNAMIC HT  -         260.412 (meters)     854.37  (feet)  COMP
 MH0115  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 MH0115
 MH0115  VERT ORDER  -  FIRST     CLASS II
 MH0115
 MH0115.The horizontal coordinates were scaled from a topographic map and have
 MH0115.an estimated accuracy of +/- 6 seconds.
 MH0115
 MH0115.The orthometric height was determined by differential leveling
 MH0115.and adjusted by the National Geodetic Survey in June 1991..
 MH0115
 MH0115.The geoid height was determined by GEOID03.
 MH0115
 MH0115.The dynamic height is computed by dividing the NAVD 88
 MH0115.geopotential number by the normal gravity value computed on the
 MH0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0115.degrees latitude (g = 980.6199 gals.).
 MH0115
 MH0115.The modeled gravity was interpolated from observed gravity values.
 MH0115
 MH0115;                    North         East    Units  Estimated Accuracy
 MH0115;SPC IA S     -   154,540.      551,550.      MT  (+/- 180 meters Scaled)
 MH0115
 MH0115                          SUPERSEDED SURVEY CONTROL
 MH0115
 MH0115  NGVD 29 (??/??/92)  260.494  (m)          854.64   (f) ADJ UNCH    1 2
 MH0115
 MH0115.Superseded values are not recommended for survey control.
 MH0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0115.See file dsdata.txt to determine how the superseded data were derived.
 MH0115
 MH0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF097820(NAD 83)
 MH0115_MARKER: DB = BENCH MARK DISK
 MH0115_SETTING: 0 = UNSPECIFIED SETTING
 MH0115_STAMPING: 854.637 J 5 1930
 MH0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0115
 MH0115  HISTORY     - Date     Condition        Report By
 MH0115  HISTORY     - 1930     MONUMENTED       CGS
 MH0115  HISTORY     - 1943     GOOD             NGS
 MH0115
 MH0115                          STATION DESCRIPTION
 MH0115
 MH0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MH0115'2 MI SE FROM PELLA.
 MH0115'2.0 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0115'RAILWAY FROM PELLA, MARION COUNTY, AT AN UNDERGRADE CATTLE
 MH0115'CROSSING, NEAR POWERLINE POLE 227, AND ON THE NORTH SIDE OF THE
 MH0115'TRACK.  A STANDARD DISK, STAMPED 854.637 J 5 1930 AND SET IN
 MH0115'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0061 ***********************************************************************
 MH0061  DESIGNATION -  J 6
 MH0061  PID         -  MH0061
 MH0061  STATE/COUNTY-  IA/JEFFERSON
 MH0061  USGS QUAD   -  PEKIN (1980)
 MH0061
 MH0061                         *CURRENT SURVEY CONTROL
 MH0061  ___________________________________________________________________
 MH0061* NAD 83(1986)-  41 09 13.     (N)    092 08 21.     (W)     SCALED    
 MH0061* NAVD 88     -       247.707  (meters)     812.69   (feet)  ADJUSTED  
 MH0061  ___________________________________________________________________
 MH0061  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 MH0061  DYNAMIC HT  -         247.598 (meters)     812.33  (feet)  COMP
 MH0061  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 MH0061
 MH0061  VERT ORDER  -  FIRST     CLASS II
 MH0061
 MH0061.The horizontal coordinates were scaled from a topographic map and have
 MH0061.an estimated accuracy of +/- 6 seconds.
 MH0061
 MH0061.The orthometric height was determined by differential leveling
 MH0061.and adjusted by the National Geodetic Survey in June 1991..
 MH0061
 MH0061.The geoid height was determined by GEOID03.
 MH0061
 MH0061.The dynamic height is computed by dividing the NAVD 88
 MH0061.geopotential number by the normal gravity value computed on the
 MH0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0061.degrees latitude (g = 980.6199 gals.).
 MH0061
 MH0061.The modeled gravity was interpolated from observed gravity values.
 MH0061
 MH0061;                    North         East    Units  Estimated Accuracy
 MH0061;SPC IA S     -   129,000.      614,220.      MT  (+/- 180 meters Scaled)
 MH0061
 MH0061                          SUPERSEDED SURVEY CONTROL
 MH0061
 MH0061  NGVD 29 (??/??/92)  247.711  (m)          812.70   (f) ADJ UNCH    1 2
 MH0061
 MH0061.Superseded values are not recommended for survey control.
 MH0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0061.See file dsdata.txt to determine how the superseded data were derived.
 MH0061
 MH0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF722561(NAD 83)
 MH0061_MARKER: DB = BENCH MARK DISK
 MH0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0061_STAMPING: 812.698 J 6 1930
 MH0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0061+STABILITY: SURFACE MOTION
 MH0061
 MH0061  HISTORY     - Date     Condition        Report By
 MH0061  HISTORY     - 1930     MONUMENTED       CGS
 MH0061  HISTORY     - 1940     GOOD             NGS
 MH0061  HISTORY     - 1976     POOR             USGS
 MH0061
 MH0061                          STATION DESCRIPTION
 MH0061
 MH0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MH0061'AT LINBY.
 MH0061'AT LINBY, JEFFERSON COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MH0061'AND PACIFIC RAILROAD, 200 YARDS NORTHEAST OF THE CROSSING OF THE
 MH0061'CHICAGO, BURLINGTON AN QUINCY RAILROAD, 8 FEET WEST OF THE WEST
 MH0061'FENCE LINE OF A NORTH-AND-SOUTH ROAD FENCED 40 FEET WIDE, AND 48
 MH0061'FEET NORTHWEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 MH0061'STAMPED 812.698 J 6 1930 AND SET IN THE TOP OF A CONCRETE POST.
 MH0061
 MH0061                          STATION RECOVERY (1976)
 MH0061
 MH0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MH0061'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0569 ***********************************************************************
 NM0569  DESIGNATION -  J 69
 NM0569  PID         -  NM0569
 NM0569  STATE/COUNTY-  IA/MONONA
 NM0569  USGS QUAD   -  ONAWA SW (1969)
 NM0569
 NM0569                         *CURRENT SURVEY CONTROL
 NM0569  ___________________________________________________________________
 NM0569* NAD 83(1986)-  42 01 34.     (N)    096 08 19.     (W)     SCALED    
 NM0569* NAVD 88     -       319.749  (meters)    1049.04   (feet)  ADJUSTED  
 NM0569  ___________________________________________________________________
 NM0569  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 NM0569  DYNAMIC HT  -         319.634 (meters)    1048.67  (feet)  COMP
 NM0569  MODELED GRAV-     980,253.6   (mgal)                       NAVD 88
 NM0569
 NM0569  VERT ORDER  -  SECOND    CLASS 0
 NM0569
 NM0569.The horizontal coordinates were scaled from a topographic map and have
 NM0569.an estimated accuracy of +/- 6 seconds.
 NM0569
 NM0569.The orthometric height was determined by differential leveling
 NM0569.and adjusted by the National Geodetic Survey in June 1991..
 NM0569
 NM0569.The geoid height was determined by GEOID03.
 NM0569
 NM0569.The dynamic height is computed by dividing the NAVD 88
 NM0569.geopotential number by the normal gravity value computed on the
 NM0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0569.degrees latitude (g = 980.6199 gals.).
 NM0569
 NM0569.The modeled gravity was interpolated from observed gravity values.
 NM0569
 NM0569;                    North         East    Units  Estimated Accuracy
 NM0569;SPC IA N     - 1,061,850.    1,281,510.      MT  (+/- 180 meters Scaled)
 NM0569
 NM0569                          SUPERSEDED SURVEY CONTROL
 NM0569
 NM0569  NGVD 29 (??/??/92)  319.601  (m)         1048.56   (f) ADJ UNCH    2 0
 NM0569
 NM0569.Superseded values are not recommended for survey control.
 NM0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0569.See file dsdata.txt to determine how the superseded data were derived.
 NM0569
 NM0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM368566(NAD 83)
 NM0569_MARKER: DB = BENCH MARK DISK
 NM0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0569_STAMPING: J 69 1935
 NM0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0569+STABILITY: SURFACE MOTION
 NM0569
 NM0569  HISTORY     - Date     Condition        Report By
 NM0569  HISTORY     - 1935     MONUMENTED       CGS
 NM0569  HISTORY     - 1948     GOOD             NGS
 NM0569  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0569
 NM0569                          STATION DESCRIPTION
 NM0569
 NM0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0569'2.3 MI W FROM ONAWA.
 NM0569'2.3 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0569'ONAWA, AT A FARMHOUSE, 70.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 NM0569'OF THE HOUSE, 56.0 FEET EAST OF A 3-WAY CORNER FENCE POST, 39.0
 NM0569'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 6.0 FEET NORTHWEST
 NM0569'OF A POWER LINE POLE, 4.0 FEET NORTH OF A FENCE, SET IN THE TOP
 NM0569'OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 NM0569
 NM0569                          STATION RECOVERY (1969)
 NM0569
 NM0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0042 ***********************************************************************
 LE0042  DESIGNATION -  J 7
 LE0042  PID         -  LE0042
 LE0042  STATE/COUNTY-  IA/DAVIS
 LE0042  USGS QUAD   -  BLOOMFIELD NORTH (1980)
 LE0042
 LE0042                         *CURRENT SURVEY CONTROL
 LE0042  ___________________________________________________________________
 LE0042* NAD 83(1986)-  40 48 48.     (N)    092 25 41.     (W)     SCALED    
 LE0042* NAVD 88     -       258.139  (meters)     846.91   (feet)  ADJUSTED  
 LE0042  ___________________________________________________________________
 LE0042  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LE0042  DYNAMIC HT  -         258.014 (meters)     846.50  (feet)  COMP
 LE0042  MODELED GRAV-     980,135.6   (mgal)                       NAVD 88
 LE0042
 LE0042  VERT ORDER  -  FIRST     CLASS II
 LE0042
 LE0042.The horizontal coordinates were scaled from a topographic map and have
 LE0042.an estimated accuracy of +/- 6 seconds.
 LE0042
 LE0042.The orthometric height was determined by differential leveling
 LE0042.and adjusted by the National Geodetic Survey in June 1991..
 LE0042
 LE0042.The geoid height was determined by GEOID03.
 LE0042
 LE0042.The dynamic height is computed by dividing the NAVD 88
 LE0042.geopotential number by the normal gravity value computed on the
 LE0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0042.degrees latitude (g = 980.6199 gals.).
 LE0042
 LE0042.The modeled gravity was interpolated from observed gravity values.
 LE0042
 LE0042;                    North         East    Units  Estimated Accuracy
 LE0042;SPC IA S     -    90,880.      590,440.      MT  (+/- 180 meters Scaled)
 LE0042
 LE0042                          SUPERSEDED SURVEY CONTROL
 LE0042
 LE0042  NGVD 29 (??/??/92)  258.122  (m)          846.86   (f) ADJ UNCH    1 2
 LE0042
 LE0042.Superseded values are not recommended for survey control.
 LE0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0042.See file dsdata.txt to determine how the superseded data were derived.
 LE0042
 LE0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF482181(NAD 83)
 LE0042_MARKER: DB = BENCH MARK DISK
 LE0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0042_STAMPING: 846.809 J 7 1930
 LE0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0042+STABILITY: SURFACE MOTION
 LE0042
 LE0042  HISTORY     - Date     Condition        Report By
 LE0042  HISTORY     - 1930     MONUMENTED       CGS
 LE0042  HISTORY     - 1943     GOOD             NGS
 LE0042
 LE0042                          STATION DESCRIPTION
 LE0042
 LE0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0042'0.5 MI S FROM BELKNAP.
 LE0042'ABOUT 1/2 MILE SOUTH ALONG THE WABASH RAILWAY, FROM BELKNAP,
 LE0042'DAVIS COUNTY, 0.1 MILE SOUTH OF MILEPOST 263, AT THE FIRST
 LE0042'ROAD CROSSING SOUTH OF BELKNAP, 30 FEET NORTH OF THE NORTH FENCE
 LE0042'LINE OF THE ROAD FENCED 50 FEET WIDE, AND 46 FEET EAST OF THE
 LE0042'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 846.809 J
 LE0042'7 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0330 ***********************************************************************
 MG0330  DESIGNATION -  J 70
 MG0330  PID         -  MG0330
 MG0330  STATE/COUNTY-  IA/SCOTT
 MG0330  USGS QUAD   -  ELDRIDGE (1991)
 MG0330
 MG0330                         *CURRENT SURVEY CONTROL
 MG0330  ___________________________________________________________________
 MG0330* NAD 83(1986)-  41 40 35.     (N)    090 36 56.     (W)     SCALED    
 MG0330* NAVD 88     -       232.382  (meters)     762.41   (feet)  ADJUSTED  
 MG0330  ___________________________________________________________________
 MG0330  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 MG0330  DYNAMIC HT  -         232.294 (meters)     762.12  (feet)  COMP
 MG0330  MODELED GRAV-     980,238.7   (mgal)                       NAVD 88
 MG0330
 MG0330  VERT ORDER  -  SECOND    CLASS 0
 MG0330
 MG0330.The horizontal coordinates were scaled from a topographic map and have
 MG0330.an estimated accuracy of +/- 6 seconds.
 MG0330
 MG0330.The orthometric height was determined by differential leveling
 MG0330.and adjusted by the National Geodetic Survey in June 1991..
 MG0330
 MG0330.The geoid height was determined by GEOID03.
 MG0330
 MG0330.The dynamic height is computed by dividing the NAVD 88
 MG0330.geopotential number by the normal gravity value computed on the
 MG0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0330.degrees latitude (g = 980.6199 gals.).
 MG0330
 MG0330.The modeled gravity was interpolated from observed gravity values.
 MG0330
 MG0330;                    North         East    Units  Estimated Accuracy
 MG0330;SPC IA S     -   190,150.      740,140.      MT  (+/- 180 meters Scaled)
 MG0330
 MG0330                          SUPERSEDED SURVEY CONTROL
 MG0330
 MG0330  NGVD 29 (??/??/92)  232.428  (m)          762.56   (f) ADJ UNCH    2 0
 MG0330
 MG0330.Superseded values are not recommended for survey control.
 MG0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0330.See file dsdata.txt to determine how the superseded data were derived.
 MG0330
 MG0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG984165(NAD 83)
 MG0330_MARKER: DB = BENCH MARK DISK
 MG0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0330_STAMPING: J 70 1934
 MG0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0330+STABILITY: SURFACE MOTION
 MG0330
 MG0330  HISTORY     - Date     Condition        Report By
 MG0330  HISTORY     - 1934     MONUMENTED       CGS
 MG0330  HISTORY     - 19880128 MARK NOT FOUND   USPSQD
 MG0330  HISTORY     - 19961118 MARK NOT FOUND   USPSQD
 MG0330
 MG0330                          STATION DESCRIPTION
 MG0330
 MG0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0330'2.3 MI NW FROM ELDRIDGE.
 MG0330'2.3 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0330'AND PACIFIC RAILROAD FROM THE STATION AT ELDRIDGE, SCOTT COUNTY,
 MG0330'36 FEET NORTH OF THE CENTER OF A PUBLIC-ROAD CROSSING, 27 FEET
 MG0330'NORTHEAST OF THE CENTERLINE OF THE TRACK, 12 FEET NORTHWEST
 MG0330'OF A RIGHT-OF-WAY FENCE CORNER, 4 FEET NORTH OF MILEPOST 12,
 MG0330'ONE FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET
 MG0330'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 70 1934 AND
 MG0330'SET IN THE TOP OF A CONCRETE POST.
 MG0330
 MG0330                          STATION RECOVERY (1988)
 MG0330
 MG0330'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0330'MARK NOT FOUND.
 MG0330
 MG0330                          STATION RECOVERY (1996)
 MG0330
 MG0330'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0509 ***********************************************************************
 NJ0509  DESIGNATION -  J 71
 NJ0509  PID         -  NJ0509
 NJ0509  STATE/COUNTY-  IA/JONES
 NJ0509  USGS QUAD   -  WYOMING WEST (1980)
 NJ0509
 NJ0509                         *CURRENT SURVEY CONTROL
 NJ0509  ___________________________________________________________________
 NJ0509* NAD 83(1986)-  42 03 32.     (N)    091 00 29.     (W)     SCALED    
 NJ0509* NAVD 88     -       249.150  (meters)     817.42   (feet)  ADJUSTED  
 NJ0509  ___________________________________________________________________
 NJ0509  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 NJ0509  DYNAMIC HT  -         249.062 (meters)     817.13  (feet)  COMP
 NJ0509  MODELED GRAV-     980,261.7   (mgal)                       NAVD 88
 NJ0509
 NJ0509  VERT ORDER  -  SECOND    CLASS 0
 NJ0509
 NJ0509.The horizontal coordinates were scaled from a topographic map and have
 NJ0509.an estimated accuracy of +/- 6 seconds.
 NJ0509
 NJ0509.The orthometric height was determined by differential leveling
 NJ0509.and adjusted by the National Geodetic Survey in June 1991..
 NJ0509
 NJ0509.The geoid height was determined by GEOID03.
 NJ0509
 NJ0509.The dynamic height is computed by dividing the NAVD 88
 NJ0509.geopotential number by the normal gravity value computed on the
 NJ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0509.degrees latitude (g = 980.6199 gals.).
 NJ0509
 NJ0509.The modeled gravity was interpolated from observed gravity values.
 NJ0509
 NJ0509;                    North         East    Units  Estimated Accuracy
 NJ0509;SPC IA N     - 1,065,120.    1,706,240.      MT  (+/- 180 meters Scaled)
 NJ0509
 NJ0509                          SUPERSEDED SURVEY CONTROL
 NJ0509
 NJ0509  NGVD 29 (??/??/92)  249.179  (m)          817.51   (f) ADJ UNCH    2 0
 NJ0509
 NJ0509.Superseded values are not recommended for survey control.
 NJ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0509.See file dsdata.txt to determine how the superseded data were derived.
 NJ0509
 NJ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG648582(NAD 83)
 NJ0509_MARKER: DB = BENCH MARK DISK
 NJ0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0509_SP_SET: BRIDGE
 NJ0509_STAMPING: J 71 1934
 NJ0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0509
 NJ0509  HISTORY     - Date     Condition        Report By
 NJ0509  HISTORY     - 1934     MONUMENTED       CGS
 NJ0509  HISTORY     - 19980805 GOOD             USPSQD
 NJ0509  HISTORY     - 19980808 GOOD             USPSQD
 NJ0509
 NJ0509                          STATION DESCRIPTION
 NJ0509
 NJ0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0509'AT WYOMING.
 NJ0509'AT WYOMING, JONES COUNTY, AT THE MAIN STREET BRIDGE OVER LITTLE
 NJ0509'BEAR CREEK, IN THE TOP OF THE EAST END OF THE NORTH FELLOE GUARD,
 NJ0509'AND ABOUT 1/2 FOOT HIGHER THAN THE ROADWAY.  A STANDARD DISK,
 NJ0509'STAMPED J 71 1934.
 NJ0509
 NJ0509                          STATION RECOVERY (1998)
 NJ0509
 NJ0509'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0509'RECOVERED IN GOOD CONDITION.
 NJ0509
 NJ0509                          STATION RECOVERY (1998)
 NJ0509
 NJ0509'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0974 ***********************************************************************
 NJ0974  DESIGNATION -  J 71 RESET
 NJ0974  PID         -  NJ0974
 NJ0974  STATE/COUNTY-  IA/JONES
 NJ0974  USGS QUAD   -  WYOMING WEST (1980)
 NJ0974
 NJ0974                         *CURRENT SURVEY CONTROL
 NJ0974  ___________________________________________________________________
 NJ0974* NAD 83(1996)-  42 03 32.20722(N)    091 00 28.08307(W)     ADJUSTED  
 NJ0974* NAVD 88     -       249.64   (+/-2cm)     819.0    (feet)  VERTCON   
 NJ0974  ___________________________________________________________________
 NJ0974  X           -     -83,418.499 (meters)                     COMP
 NJ0974  Y           -  -4,742,043.046 (meters)                     COMP
 NJ0974  Z           -   4,250,612.803 (meters)                     COMP
 NJ0974  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 NJ0974  ELLIP HEIGHT-         217.27  (meters)          (05/06/99) GPS OBS
 NJ0974  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 NJ0974
 NJ0974  HORZ ORDER  -  THIRD
 NJ0974  VERT ORDER  -  THIRD ? (See Below)
 NJ0974  ELLP ORDER  -  FOURTH    CLASS I
 NJ0974
 NJ0974.The horizontal coordinates were established by GPS observations
 NJ0974.and adjusted by the National Geodetic Survey in May 1999..
 NJ0974
 NJ0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0974.The vertical order pertains to the NGVD 29 superseded value.
 NJ0974
 NJ0974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0974
 NJ0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0974
 NJ0974.The ellipsoidal height was determined by GPS observations
 NJ0974.and is referenced to NAD 83.
 NJ0974
 NJ0974.The geoid height was determined by GEOID03.
 NJ0974
 NJ0974;                    North         East     Units Scale Factor Converg.
 NJ0974;SPC IA N     - 1,065,126.361 1,706,260.337   MT  1.00000141   +1 41 20.7
 NJ0974;UTM  15      - 4,658,241.199   664,840.303   MT  0.99993436   +1 20 05.5
 NJ0974
 NJ0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0974!SPC IA N     -   0.99996592  x   1.00000141  =   0.99996733
 NJ0974!UTM  15      -   0.99996592  x   0.99993436  =   0.99990029
 NJ0974
 NJ0974                          SUPERSEDED SURVEY CONTROL
 NJ0974
 NJ0974  ELLIP H (11/21/91)  217.20   (m)                       GP(       ) 4 1
 NJ0974  NAD 83(1986)-  42 03 32.21610(N)    091 00 28.08451(W) AD(       ) 3
 NJ0974  NGVD 29 (07/09/90)  249.67   (m)          819.1    (f) LEVELING    3  
 NJ0974
 NJ0974.Superseded values are not recommended for survey control.
 NJ0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0974.See file dsdata.txt to determine how the superseded data were derived.
 NJ0974
 NJ0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG6484058241(NAD 83)
 NJ0974_MARKER: DB = BENCH MARK DISK
 NJ0974_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NJ0974_SP_SET: BRIDGE ABUTMENT
 NJ0974_STAMPING: J 71 RESET 1978
 NJ0974_MARK LOGO: NGS   
 NJ0974_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0974+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1989
 NJ0974
 NJ0974  HISTORY     - Date     Condition        Report By
 NJ0974  HISTORY     - UNK      MONUMENTED
 NJ0974  HISTORY     - 19890825 GOOD             NGS
 NJ0974  HISTORY     - 19980805 GOOD             USPSQD
 NJ0974  HISTORY     - 19980808 GOOD             USPSQD
 NJ0974
 NJ0974                          STATION DESCRIPTION
 NJ0974
 NJ0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NJ0974'THE STATION IS LOCATED IN THE CITY OF WYOMING, IN THE EAST END OF THE
 NJ0974'NORTH ABUTMENT OF THE STATE HIGHWAY 64 BRIDGE OVER THE LITTLE BEAR
 NJ0974'RIVER.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION, 800 LINCOLN WAY,
 NJ0974'AMES, IA 50010, PHONE (319) 239 1101.
 NJ0974'NOTE--AN EIGHT FOOT TRIPOD WILL BE NEEDED TO GPS THIS STATION AS THE
 NJ0974'STATION IS 0.3 M (1.0 FT) EAST OF THE EAST END OF A 2.0 M (6.6 FT) END
 NJ0974'POST OF A CHAIN LINK FENCE.
 NJ0974'TO REACH THE STATION FROM THE POST OFFICE IN WYOMING, LOCATED AT THE
 NJ0974'JUNCTION OF STATE HIGHWAY 64, MAIN STREET, AND WASHINGTON STREET, GO
 NJ0974'WEST ON MAIN STREET FOR 0.2 KM (0.10 MI) TO THE WEST END OF THE MAIN
 NJ0974'STREET BRIDGE OVER THE LITTLE BEAR RIVER AND THE STATION ON THE RIGHT.
 NJ0974'THE STATION IS A STANDARD NGS BENCHMARK DISK SET IN TOP OF THE EAST
 NJ0974'END OF THE NORTH ELEVATED ABUTMENT.  LOCATED 6.9 M (22.6 FT) NORTH OF
 NJ0974'THE CENTER OF MAIN STREET, 0.6 M (2.0 FT) ABOVE THE SIDEWALK AND 0.3 M
 NJ0974'(1.0 FT) EAST OF THE EAST END POST OF THE CHAIN LINK FENCE ON THE
 NJ0974'NORTH SIDE OF THE BRIDGE.
 NJ0974'DESCRIBED BY M. L. MCCREADY.
 NJ0974
 NJ0974                          STATION RECOVERY (1998)
 NJ0974
 NJ0974'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0974'RECOVERED IN GOOD CONDITION.
 NJ0974
 NJ0974                          STATION RECOVERY (1998)
 NJ0974
 NJ0974'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0419 ***********************************************************************
 NJ0419  DESIGNATION -  J 72
 NJ0419  PID         -  NJ0419
 NJ0419  STATE/COUNTY-  IA/DELAWARE
 NJ0419  USGS QUAD   -  GREELEY (1965)
 NJ0419
 NJ0419                         *CURRENT SURVEY CONTROL
 NJ0419  ___________________________________________________________________
 NJ0419* NAD 83(1986)-  42 32 32.     (N)    091 21 23.     (W)     SCALED    
 NJ0419* NAVD 88     -       320.381  (meters)    1051.12   (feet)  ADJUSTED  
 NJ0419  ___________________________________________________________________
 NJ0419  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 NJ0419  DYNAMIC HT  -         320.291 (meters)    1050.82  (feet)  COMP
 NJ0419  MODELED GRAV-     980,328.8   (mgal)                       NAVD 88
 NJ0419
 NJ0419  VERT ORDER  -  SECOND    CLASS 0
 NJ0419
 NJ0419.The horizontal coordinates were scaled from a topographic map and have
 NJ0419.an estimated accuracy of +/- 6 seconds.
 NJ0419
 NJ0419.The orthometric height was determined by differential leveling
 NJ0419.and adjusted by the National Geodetic Survey in June 1991..
 NJ0419
 NJ0419.The geoid height was determined by GEOID03.
 NJ0419
 NJ0419.The dynamic height is computed by dividing the NAVD 88
 NJ0419.geopotential number by the normal gravity value computed on the
 NJ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0419.degrees latitude (g = 980.6199 gals.).
 NJ0419
 NJ0419.The modeled gravity was interpolated from observed gravity values.
 NJ0419
 NJ0419;                    North         East    Units  Estimated Accuracy
 NJ0419;SPC IA N     - 1,118,000.    1,676,060.      MT  (+/- 180 meters Scaled)
 NJ0419
 NJ0419                          SUPERSEDED SURVEY CONTROL
 NJ0419
 NJ0419  NGVD 29 (??/??/92)  320.414  (m)         1051.22   (f) ADJ UNCH    2 0
 NJ0419
 NJ0419.Superseded values are not recommended for survey control.
 NJ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0419.See file dsdata.txt to determine how the superseded data were derived.
 NJ0419
 NJ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH349112(NAD 83)
 NJ0419_MARKER: DB = BENCH MARK DISK
 NJ0419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0419_SP_SET: SEMAPHORE BASE
 NJ0419_STAMPING: J 72 1934
 NJ0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0419
 NJ0419  HISTORY     - Date     Condition        Report By
 NJ0419  HISTORY     - 1934     MONUMENTED       CGS
 NJ0419
 NJ0419                          STATION DESCRIPTION
 NJ0419
 NJ0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0419'AT ONEIDA.
 NJ0419'AT ONEIDA, 92 FEET SOUTHEAST OF THE CHICAGO, MILWAUKEE, ST.
 NJ0419'PAUL AND PACIFIC RAILROAD STATION, 3 POLES NORTH OF MILEPOST 50,
 NJ0419'AT A SEMAPHORE SIGNAL, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 NJ0419'CONCRETE BASE, 12 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 NJ0419'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED J 72 1934
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0412 ***********************************************************************
 NJ0412  DESIGNATION -  J 73
 NJ0412  PID         -  NJ0412
 NJ0412  STATE/COUNTY-  IA/DELAWARE
 NJ0412  USGS QUAD   -  GREELEY (1965)
 NJ0412
 NJ0412                         *CURRENT SURVEY CONTROL
 NJ0412  ___________________________________________________________________
 NJ0412* NAD 83(1986)-  42 31 08.     (N)    091 17 18.     (W)     SCALED    
 NJ0412* NAVD 88     -       298.085  (meters)     977.97   (feet)  ADJUSTED  
 NJ0412  ___________________________________________________________________
 NJ0412  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 NJ0412  DYNAMIC HT  -         297.996 (meters)     977.68  (feet)  COMP
 NJ0412  MODELED GRAV-     980,314.2   (mgal)                       NAVD 88
 NJ0412
 NJ0412  VERT ORDER  -  SECOND    CLASS 0
 NJ0412
 NJ0412.The horizontal coordinates were scaled from a topographic map and have
 NJ0412.an estimated accuracy of +/- 6 seconds.
 NJ0412
 NJ0412.The orthometric height was determined by differential leveling
 NJ0412.and adjusted by the National Geodetic Survey in June 1991..
 NJ0412
 NJ0412.The geoid height was determined by GEOID03.
 NJ0412
 NJ0412.The dynamic height is computed by dividing the NAVD 88
 NJ0412.geopotential number by the normal gravity value computed on the
 NJ0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0412.degrees latitude (g = 980.6199 gals.).
 NJ0412
 NJ0412.The modeled gravity was interpolated from observed gravity values.
 NJ0412
 NJ0412;                    North         East    Units  Estimated Accuracy
 NJ0412;SPC IA N     - 1,115,550.    1,681,710.      MT  (+/- 180 meters Scaled)
 NJ0412
 NJ0412                          SUPERSEDED SURVEY CONTROL
 NJ0412
 NJ0412  NGVD 29 (??/??/92)  298.114  (m)          978.06   (f) ADJ UNCH    2 0
 NJ0412
 NJ0412.Superseded values are not recommended for survey control.
 NJ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0412.See file dsdata.txt to determine how the superseded data were derived.
 NJ0412
 NJ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH406088(NAD 83)
 NJ0412_MARKER: DB = BENCH MARK DISK
 NJ0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0412_SP_SET: STEP
 NJ0412_STAMPING: J 73 1934
 NJ0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0412
 NJ0412  HISTORY     - Date     Condition        Report By
 NJ0412  HISTORY     - 1934     MONUMENTED       CGS
 NJ0412
 NJ0412                          STATION DESCRIPTION
 NJ0412
 NJ0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0412'3.9 MI SE FROM ONEIDA.
 NJ0412'3.9 MILES SOUTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NJ0412'FROM THE INTERSECTION OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0412'PACIFIC RAILROAD AT ONEIDA, 27 POLES WEST OF ALMORAL STATION,
 NJ0412'11 POLES WEST OF MILEPOST 211, 55 FEET WEST OF A WHISTLE POST,
 NJ0412'AT A 4- BY 6-FOOT STONE CULVERT, IN THE TOP OF THE CENTER OF
 NJ0412'THE FIRST STEP FROM THE TOP OF THE NORTH END OF THE EAST ABUTMENT,
 NJ0412'15 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET
 NJ0412'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 73 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0566 ***********************************************************************
 NJ0566  DESIGNATION -  J 75
 NJ0566  PID         -  NJ0566
 NJ0566  STATE/COUNTY-  IA/LINN
 NJ0566  USGS QUAD   -  WALKER (1982)
 NJ0566
 NJ0566                         *CURRENT SURVEY CONTROL
 NJ0566  ___________________________________________________________________
 NJ0566* NAD 83(1986)-  42 18 25.     (N)    091 47 33.     (W)     SCALED    
 NJ0566* NAVD 88     -       280.674  (meters)     920.84   (feet)  ADJUSTED  
 NJ0566  ___________________________________________________________________
 NJ0566  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 NJ0566  DYNAMIC HT  -         280.590 (meters)     920.57  (feet)  COMP
 NJ0566  MODELED GRAV-     980,312.8   (mgal)                       NAVD 88
 NJ0566
 NJ0566  VERT ORDER  -  SECOND    CLASS 0
 NJ0566
 NJ0566.The horizontal coordinates were scaled from a topographic map and have
 NJ0566.an estimated accuracy of +/- 6 seconds.
 NJ0566
 NJ0566.The orthometric height was determined by differential leveling
 NJ0566.and adjusted by the National Geodetic Survey in June 1991..
 NJ0566
 NJ0566.The geoid height was determined by GEOID03.
 NJ0566
 NJ0566.The dynamic height is computed by dividing the NAVD 88
 NJ0566.geopotential number by the normal gravity value computed on the
 NJ0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0566.degrees latitude (g = 980.6199 gals.).
 NJ0566
 NJ0566.The modeled gravity was interpolated from observed gravity values.
 NJ0566
 NJ0566;                    North         East    Units  Estimated Accuracy
 NJ0566;SPC IA N     - 1,091,050.    1,640,770.      MT  (+/- 180 meters Scaled)
 NJ0566
 NJ0566                          SUPERSEDED SURVEY CONTROL
 NJ0566
 NJ0566  NGVD 29 (??/??/92)  280.703  (m)          920.94   (f) ADJ UNCH    2 0
 NJ0566
 NJ0566.Superseded values are not recommended for survey control.
 NJ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0566.See file dsdata.txt to determine how the superseded data were derived.
 NJ0566
 NJ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG995845(NAD 83)
 NJ0566_MARKER: DB = BENCH MARK DISK
 NJ0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0566_STAMPING: J 75 1934
 NJ0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0566+STABILITY: SURFACE MOTION
 NJ0566
 NJ0566  HISTORY     - Date     Condition        Report By
 NJ0566  HISTORY     - 1934     MONUMENTED       CGS
 NJ0566  HISTORY     - 1982     MARK NOT FOUND   NGS
 NJ0566
 NJ0566                          STATION DESCRIPTION
 NJ0566
 NJ0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0566'1.5 MI NW FROM WALKER.
 NJ0566'1.5 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0566'RAILWAY FROM THE STATION AT WALKER, LINN COUNTY, 6 POLES NORTHWEST
 NJ0566'OF MILEPOST 26, AT A ROAD CROSSING, 43 FEET NORTHEAST OF THE
 NJ0566'CENTERLINE OF THE TRACK, 10 FEET SOUTHEAST OF THE CENTERLINE OF
 NJ0566'THE ROAD, 5 FEET SOUTHWEST OF A POINT 20 FEET SOUTHEAST OF A RIGHT
 NJ0566'OF WAY FENCE CORNER, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 NJ0566'STAMPED J 75 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NJ0566
 NJ0566                          STATION RECOVERY (1982)
 NJ0566
 NJ0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NJ0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0409 ***********************************************************************
 MG0409  DESIGNATION -  J 77
 MG0409  PID         -  MG0409
 MG0409  STATE/COUNTY-  IA/MUSCATINE
 MG0409  USGS QUAD   -  NICHOLS (1970)
 MG0409
 MG0409                         *CURRENT SURVEY CONTROL
 MG0409  ___________________________________________________________________
 MG0409* NAD 83(1986)-  41 26 16.     (N)    091 20 14.     (W)     SCALED    
 MG0409* NAVD 88     -       189.523  (meters)     621.79   (feet)  ADJUSTED  
 MG0409  ___________________________________________________________________
 MG0409  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0409  DYNAMIC HT  -         189.447 (meters)     621.54  (feet)  COMP
 MG0409  MODELED GRAV-     980,222.0   (mgal)                       NAVD 88
 MG0409
 MG0409  VERT ORDER  -  SECOND    CLASS 0
 MG0409
 MG0409.The horizontal coordinates were scaled from a topographic map and have
 MG0409.an estimated accuracy of +/- 6 seconds.
 MG0409
 MG0409.The orthometric height was determined by differential leveling
 MG0409.and adjusted by the National Geodetic Survey in June 1991..
 MG0409
 MG0409.The geoid height was determined by GEOID03.
 MG0409
 MG0409.The dynamic height is computed by dividing the NAVD 88
 MG0409.geopotential number by the normal gravity value computed on the
 MG0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0409.degrees latitude (g = 980.6199 gals.).
 MG0409
 MG0409.The modeled gravity was interpolated from observed gravity values.
 MG0409
 MG0409;                    North         East    Units  Estimated Accuracy
 MG0409;SPC IA S     -   161,910.      680,730.      MT  (+/- 180 meters Scaled)
 MG0409
 MG0409                          SUPERSEDED SURVEY CONTROL
 MG0409
 MG0409  NGVD 29 (??/??/92)  189.581  (m)          621.98   (f) ADJ UNCH    2 0
 MG0409
 MG0409.Superseded values are not recommended for survey control.
 MG0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0409.See file dsdata.txt to determine how the superseded data were derived.
 MG0409
 MG0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF389886(NAD 83)
 MG0409_MARKER: DB = BENCH MARK DISK
 MG0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0409_SP_SET: CULVERT
 MG0409_STAMPING: J 77 1934
 MG0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0409
 MG0409  HISTORY     - Date     Condition        Report By
 MG0409  HISTORY     - 1934     MONUMENTED       CGS
 MG0409  HISTORY     - 1968     POOR             USGS
 MG0409  HISTORY     - 19980716 GOOD             USPSQD
 MG0409  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0409
 MG0409                          STATION DESCRIPTION
 MG0409
 MG0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0409'3.5 MI SE FROM NICHOLS.
 MG0409'3.5 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0409'RAILWAY FROM THE CITY HALL AT NICHOLS, MUSCATINE COUNTY, 15
 MG0409'POLES NORTH OF MILEPOST 51, AT A 3- BY 6-FOOT STONE BOX
 MG0409'CULVERT, IN THE TOP OF THE NORTH END OF THE WEST STONE HEADWALL,
 MG0409'10 FEET WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 1-1/2
 MG0409'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 77 1934.
 MG0409'NOTE-- STONE HEAD WALL CONTAINING BM IS LOOSE.
 MG0409
 MG0409                          STATION RECOVERY (1968)
 MG0409
 MG0409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MG0409'MARK RECOVERED IN POOR CONDITION.
 MG0409
 MG0409                          STATION RECOVERY (1998)
 MG0409
 MG0409'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0409'RECOVERED IN GOOD CONDITION.
 MG0409
 MG0409                          STATION RECOVERY (1998)
 MG0409
 MG0409'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0361 ***********************************************************************
 MG0361  DESIGNATION -  J 78
 MG0361  PID         -  MG0361
 MG0361  STATE/COUNTY-  IA/SCOTT
 MG0361  USGS QUAD   -  DIXON (1991)
 MG0361
 MG0361                         *CURRENT SURVEY CONTROL
 MG0361  ___________________________________________________________________
 MG0361* NAD 83(1986)-  41 43 31.     (N)    090 49 53.     (W)     SCALED    
 MG0361* NAVD 88     -       219.942  (meters)     721.59   (feet)  ADJUSTED  
 MG0361  ___________________________________________________________________
 MG0361  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MG0361  DYNAMIC HT  -         219.861 (meters)     721.33  (feet)  COMP
 MG0361  MODELED GRAV-     980,248.7   (mgal)                       NAVD 88
 MG0361
 MG0361  VERT ORDER  -  SECOND    CLASS 0
 MG0361
 MG0361.The horizontal coordinates were scaled from a topographic map and have
 MG0361.an estimated accuracy of +/- 6 seconds.
 MG0361
 MG0361.The orthometric height was determined by differential leveling
 MG0361.and adjusted by the National Geodetic Survey in June 1991..
 MG0361
 MG0361.The geoid height was determined by GEOID03.
 MG0361
 MG0361.The dynamic height is computed by dividing the NAVD 88
 MG0361.geopotential number by the normal gravity value computed on the
 MG0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0361.degrees latitude (g = 980.6199 gals.).
 MG0361
 MG0361.The modeled gravity was interpolated from observed gravity values.
 MG0361
 MG0361;                    North         East    Units  Estimated Accuracy
 MG0361;SPC IA S     -   195,000.      722,010.      MT  (+/- 180 meters Scaled)
 MG0361
 MG0361                          SUPERSEDED SURVEY CONTROL
 MG0361
 MG0361  NGVD 29 (??/??/92)  219.984  (m)          721.73   (f) ADJ UNCH    2 0
 MG0361
 MG0361.Superseded values are not recommended for survey control.
 MG0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0361.See file dsdata.txt to determine how the superseded data were derived.
 MG0361
 MG0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG803215(NAD 83)
 MG0361_MARKER: DB = BENCH MARK DISK
 MG0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0361_SP_SET: CULVERT
 MG0361_STAMPING: J 78 1934
 MG0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0361
 MG0361  HISTORY     - Date     Condition        Report By
 MG0361  HISTORY     - 1934     MONUMENTED       CGS
 MG0361  HISTORY     - 19880129 MARK NOT FOUND   USPSQD
 MG0361  HISTORY     - 19961118 MARK NOT FOUND   USPSQD
 MG0361  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0361
 MG0361                          STATION DESCRIPTION
 MG0361
 MG0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0361'2.8 MI NE FROM NEW LIBERTY.
 MG0361'2.8 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0361'RAILWAY FROM THE LIBERTY TRUST AND SAVINGS BANK AT NEW LIBERTY, SCOTT
 MG0361'COUNTY, 20 POLES EAST OF MILEPOST 55, AT A PUBLIC-ROAD CROSSING,
 MG0361'75 FEET WEST OF THE CENTERLINE OF THE ROAD, AT A 30-INCH CAST-IRON
 MG0361'PIPE CULVERT, IN THE EAST END OF THE SOUTH STONE HEADWALL, 10 FEET
 MG0361'SOUTH OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE RAIL.
 MG0361'A STANDARD DISK, STAMPED J 78 1934.
 MG0361
 MG0361                          STATION RECOVERY (1988)
 MG0361
 MG0361'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0361'MARK NOT FOUND.
 MG0361
 MG0361                          STATION RECOVERY (1996)
 MG0361
 MG0361'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0361'MARK NOT FOUND.
 MG0361
 MG0361                          STATION RECOVERY (2000)
 MG0361
 MG0361'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0361'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0236 ***********************************************************************
 NJ0236  DESIGNATION -  J 79
 NJ0236  PID         -  NJ0236
 NJ0236  STATE/COUNTY-  IA/JACKSON
 NJ0236  USGS QUAD   -  MAQUOKETA (1980)
 NJ0236
 NJ0236                         *CURRENT SURVEY CONTROL
 NJ0236  ___________________________________________________________________
 NJ0236* NAD 83(1986)-  42 03 57.     (N)    090 38 24.     (W)     SCALED    
 NJ0236* NAVD 88     -       201.182  (meters)     660.04   (feet)  ADJUSTED  
 NJ0236  ___________________________________________________________________
 NJ0236  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 NJ0236  DYNAMIC HT  -         201.113 (meters)     659.82  (feet)  COMP
 NJ0236  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 NJ0236
 NJ0236  VERT ORDER  -  SECOND    CLASS 0
 NJ0236
 NJ0236.The horizontal coordinates were scaled from a topographic map and have
 NJ0236.an estimated accuracy of +/- 6 seconds.
 NJ0236
 NJ0236.The orthometric height was determined by differential leveling
 NJ0236.and adjusted by the National Geodetic Survey in June 1991..
 NJ0236
 NJ0236.The geoid height was determined by GEOID03.
 NJ0236
 NJ0236.The dynamic height is computed by dividing the NAVD 88
 NJ0236.geopotential number by the normal gravity value computed on the
 NJ0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0236.degrees latitude (g = 980.6199 gals.).
 NJ0236
 NJ0236.The modeled gravity was interpolated from observed gravity values.
 NJ0236
 NJ0236;                    North         East    Units  Estimated Accuracy
 NJ0236;SPC IA N     - 1,066,850.    1,736,660.      MT  (+/- 180 meters Scaled)
 NJ0236
 NJ0236                          SUPERSEDED SURVEY CONTROL
 NJ0236
 NJ0236  NGVD 29 (??/??/92)  201.222  (m)          660.18   (f) ADJ UNCH    2 0
 NJ0236
 NJ0236.Superseded values are not recommended for survey control.
 NJ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0236.See file dsdata.txt to determine how the superseded data were derived.
 NJ0236
 NJ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG952597(NAD 83)
 NJ0236_MARKER: DB = BENCH MARK DISK
 NJ0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0236_SP_SET: BRIDGE PIER
 NJ0236_STAMPING: J 79 1934
 NJ0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0236
 NJ0236  HISTORY     - Date     Condition        Report By
 NJ0236  HISTORY     - 1934     MONUMENTED       CGS
 NJ0236  HISTORY     - 19941026 MARK NOT FOUND   USPSQD
 NJ0236  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0236
 NJ0236                          STATION DESCRIPTION
 NJ0236
 NJ0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0236'1.4 MI E FROM MAQUOKETA.
 NJ0236'1.4 MILES EAST ALONG STATE HIGHWAY 64 FROM THE CITY HALL AT
 NJ0236'MAQUOKETA, JACKSON COUNTY, NEAR A LARGE STONE BARN, AT A
 NJ0236'160-FOOT STEEL BRIDGE OVER A CREEK, IN THE TOP OF THE NORTH
 NJ0236'END OF THE EAST CONCRETE PIER, AND 5 FEET LOWER THAN THE HIGHWAY.
 NJ0236'A STANDARD DISK, STAMPED J 79 1934.
 NJ0236
 NJ0236                          STATION RECOVERY (1994)
 NJ0236
 NJ0236'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0236'MARK NOT FOUND.
 NJ0236
 NJ0236                          STATION RECOVERY (2001)
 NJ0236
 NJ0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0236'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0422 ***********************************************************************
 MG0422  DESIGNATION -  J 8
 MG0422  PID         -  MG0422
 MG0422  STATE/COUNTY-  IA/MUSCATINE
 MG0422  USGS QUAD   -  NICHOLS (1970)
 MG0422
 MG0422                         *CURRENT SURVEY CONTROL
 MG0422  ___________________________________________________________________
 MG0422* NAD 83(1986)-  41 22 43.     (N)    091 17 31.     (W)     SCALED    
 MG0422* NAVD 88     -       192.488  (meters)     631.52   (feet)  ADJUSTED  
 MG0422  ___________________________________________________________________
 MG0422  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MG0422  DYNAMIC HT  -         192.409 (meters)     631.26  (feet)  COMP
 MG0422  MODELED GRAV-     980,213.0   (mgal)                       NAVD 88
 MG0422
 MG0422  VERT ORDER  -  FIRST     CLASS II
 MG0422
 MG0422.The horizontal coordinates were scaled from a topographic map and have
 MG0422.an estimated accuracy of +/- 6 seconds.
 MG0422
 MG0422.The orthometric height was determined by differential leveling
 MG0422.and adjusted by the National Geodetic Survey in June 1991..
 MG0422
 MG0422.The geoid height was determined by GEOID03.
 MG0422
 MG0422.The dynamic height is computed by dividing the NAVD 88
 MG0422.geopotential number by the normal gravity value computed on the
 MG0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0422.degrees latitude (g = 980.6199 gals.).
 MG0422
 MG0422.The modeled gravity was interpolated from observed gravity values.
 MG0422
 MG0422;                    North         East    Units  Estimated Accuracy
 MG0422;SPC IA S     -   155,440.      684,680.      MT  (+/- 180 meters Scaled)
 MG0422
 MG0422                          SUPERSEDED SURVEY CONTROL
 MG0422
 MG0422  NGVD 29 (??/??/92)  192.549  (m)          631.72   (f) ADJ UNCH    1 2
 MG0422
 MG0422.Superseded values are not recommended for survey control.
 MG0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0422.See file dsdata.txt to determine how the superseded data were derived.
 MG0422
 MG0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF428821(NAD 83)
 MG0422_MARKER: DB = BENCH MARK DISK
 MG0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0422_SP_SET: ABUTMENT
 MG0422_STAMPING: 631.721 J 8 1930
 MG0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0422
 MG0422  HISTORY     - Date     Condition        Report By
 MG0422  HISTORY     - 1930     MONUMENTED       CGS
 MG0422  HISTORY     - 1957     MARK NOT FOUND   NGS
 MG0422  HISTORY     - 19980716 MARK NOT FOUND   USPSQD
 MG0422  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 MG0422
 MG0422                          STATION DESCRIPTION
 MG0422
 MG0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MG0422'1.8 MI W FROM CRANSTON.
 MG0422'ABOUT 1-3/4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0422'AND PACIFIC RAILROAD FROM CRANSTON, MUSCATINE COUNTY, IN THE
 MG0422'SOUTH SIDE OF BRIDGE 1-1042 OVER A HIGHWAY, AND ABOUT 10 FEET
 MG0422'FROM THE WEST END.  A STANDARD DISK, STAMPED 631.721 J 8 1930.
 MG0422'NOTE-- THE BRIDGE ABUTMENT HAS BEEN RESURFACED AND THE MARK MAY
 MG0422'HAVE BEEN CEMENTED OVER.
 MG0422
 MG0422                          STATION RECOVERY (1998)
 MG0422
 MG0422'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0422'MARK NOT FOUND.
 MG0422
 MG0422                          STATION RECOVERY (1998)
 MG0422
 MG0422'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0488 ***********************************************************************
 NJ0488  DESIGNATION -  J 80
 NJ0488  PID         -  NJ0488
 NJ0488  STATE/COUNTY-  IA/JONES
 NJ0488  USGS QUAD   -  ANAMOSA (1973)
 NJ0488
 NJ0488                         *CURRENT SURVEY CONTROL
 NJ0488  ___________________________________________________________________
 NJ0488* NAD 83(1986)-  42 06 46.     (N)    091 21 03.     (W)     SCALED    
 NJ0488* NAVD 88     -       244.318  (meters)     801.57   (feet)  ADJUSTED  
 NJ0488  ___________________________________________________________________
 NJ0488  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 NJ0488  DYNAMIC HT  -         244.228 (meters)     801.27  (feet)  COMP
 NJ0488  MODELED GRAV-     980,246.8   (mgal)                       NAVD 88
 NJ0488
 NJ0488  VERT ORDER  -  SECOND    CLASS 0
 NJ0488
 NJ0488.The horizontal coordinates were scaled from a topographic map and have
 NJ0488.an estimated accuracy of +/- 6 seconds.
 NJ0488
 NJ0488.The orthometric height was determined by differential leveling
 NJ0488.and adjusted by the National Geodetic Survey in June 1991..
 NJ0488
 NJ0488.The geoid height was determined by GEOID03.
 NJ0488
 NJ0488.The dynamic height is computed by dividing the NAVD 88
 NJ0488.geopotential number by the normal gravity value computed on the
 NJ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0488.degrees latitude (g = 980.6199 gals.).
 NJ0488
 NJ0488.The modeled gravity was interpolated from observed gravity values.
 NJ0488
 NJ0488;                    North         East    Units  Estimated Accuracy
 NJ0488;SPC IA N     - 1,070,320.    1,677,730.      MT  (+/- 180 meters Scaled)
 NJ0488
 NJ0488                          SUPERSEDED SURVEY CONTROL
 NJ0488
 NJ0488  NGVD 29 (??/??/92)  244.345  (m)          801.66   (f) ADJ UNCH    2 0
 NJ0488
 NJ0488.Superseded values are not recommended for survey control.
 NJ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0488.See file dsdata.txt to determine how the superseded data were derived.
 NJ0488
 NJ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG363636(NAD 83)
 NJ0488_MARKER: DB = BENCH MARK DISK
 NJ0488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0488_SP_SET: ABUTMENT
 NJ0488_STAMPING: J 80 1934
 NJ0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0488
 NJ0488  HISTORY     - Date     Condition        Report By
 NJ0488  HISTORY     - 1934     MONUMENTED       CGS
 NJ0488  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 NJ0488  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0488  HISTORY     - 20050409 MARK NOT FOUND   GEOCAC
 NJ0488
 NJ0488                          STATION DESCRIPTION
 NJ0488
 NJ0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0488'AT STONE CITY.
 NJ0488'AT STONE CITY, JONES COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0488'AND PACIFIC RAILROAD, AT THE POST OFFICE, AT A 225-FOOT STEEL
 NJ0488'BRIDGE OVER THE WAPSIPINICON RIVER, IN THE TOP OF THE SOUTH END
 NJ0488'OF THE EAST CONCRETE ABUTMENT, 10 FEET SOUTH OF THE CENTERLINE
 NJ0488'OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A
 NJ0488'STANDARD DISK, STAMPED J 80 1934.
 NJ0488
 NJ0488                          STATION RECOVERY (1995)
 NJ0488
 NJ0488'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0488'MARK NOT FOUND.
 NJ0488
 NJ0488                          STATION RECOVERY (1998)
 NJ0488
 NJ0488'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0488'MARK NOT FOUND.
 NJ0488
 NJ0488                          STATION RECOVERY (2005)
 NJ0488
 NJ0488'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0488'RAILROAD WAS DISMANTLED MANY YEARS AGO. THE DESCRIBED LOCATION HAS
 NJ0488'MISSING CONCRETE CONSISTENT WITH THE DISK HAVING BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0557 ***********************************************************************
 NJ0557  DESIGNATION -  J 81
 NJ0557  PID         -  NJ0557
 NJ0557  STATE/COUNTY-  IA/BENTON
 NJ0557  USGS QUAD   -  CENTER POINT NW (1968)
 NJ0557
 NJ0557                         *CURRENT SURVEY CONTROL
 NJ0557  ___________________________________________________________________
 NJ0557* NAD 83(1986)-  42 08 30.     (N)    091 58 11.     (W)     SCALED    
 NJ0557* NAVD 88     -       262.100  (meters)     859.91   (feet)  ADJUSTED  
 NJ0557  ___________________________________________________________________
 NJ0557  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 NJ0557  DYNAMIC HT  -         262.017 (meters)     859.63  (feet)  COMP
 NJ0557  MODELED GRAV-     980,298.7   (mgal)                       NAVD 88
 NJ0557
 NJ0557  VERT ORDER  -  SECOND    CLASS 0
 NJ0557
 NJ0557.The horizontal coordinates were scaled from a topographic map and have
 NJ0557.an estimated accuracy of +/- 6 seconds.
 NJ0557
 NJ0557.The orthometric height was determined by differential leveling
 NJ0557.and adjusted by the National Geodetic Survey in June 1991..
 NJ0557
 NJ0557.The geoid height was determined by GEOID03.
 NJ0557
 NJ0557.The dynamic height is computed by dividing the NAVD 88
 NJ0557.geopotential number by the normal gravity value computed on the
 NJ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0557.degrees latitude (g = 980.6199 gals.).
 NJ0557
 NJ0557.The modeled gravity was interpolated from observed gravity values.
 NJ0557
 NJ0557;                    North         East    Units  Estimated Accuracy
 NJ0557;SPC IA N     - 1,072,420.    1,626,500.      MT  (+/- 180 meters Scaled)
 NJ0557
 NJ0557                          SUPERSEDED SURVEY CONTROL
 NJ0557
 NJ0557  NGVD 29 (??/??/92)  262.100  (m)          859.91   (f) ADJ UNCH    2 0
 NJ0557
 NJ0557.Superseded values are not recommended for survey control.
 NJ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0557.See file dsdata.txt to determine how the superseded data were derived.
 NJ0557
 NJ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG851660(NAD 83)
 NJ0557_MARKER: DB = BENCH MARK DISK
 NJ0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0557_STAMPING: J 81 1934
 NJ0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0557+STABILITY: SURFACE MOTION
 NJ0557
 NJ0557  HISTORY     - Date     Condition        Report By
 NJ0557  HISTORY     - 1934     MONUMENTED       CGS
 NJ0557
 NJ0557                          STATION DESCRIPTION
 NJ0557
 NJ0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0557'1.7 MI NW FROM GREASERS.
 NJ0557'1.7 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0557'RAILWAY FROM GREASERS, BENTON COUNTY, 20 POLES NORTHWEST OF
 NJ0557'MILEPOST 117, 55 FEET SOUTHEAST OF THE CENTER OF A PUBLIC ROAD
 NJ0557'CROSSING, 24 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 15
 NJ0557'FEET SOUTH OF A POLE, AND 2.5 FEET LOWER THAN THE RAIL.  A
 NJ0557'STANDARD DISK, STAMPED J 81 1934 AND SET IN THE TOP OF A CONCRETE
 NJ0557'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0121 ***********************************************************************
 NK0121  DESIGNATION -  J 82
 NK0121  PID         -  NK0121
 NK0121  STATE/COUNTY-  IA/GRUNDY
 NK0121  USGS QUAD   -  REINBECK (1971)
 NK0121
 NK0121                         *CURRENT SURVEY CONTROL
 NK0121  ___________________________________________________________________
 NK0121* NAD 83(1986)-  42 18 10.     (N)    092 34 16.     (W)     SCALED    
 NK0121* NAVD 88     -       289.712  (meters)     950.50   (feet)  ADJUSTED  
 NK0121  ___________________________________________________________________
 NK0121  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 NK0121  DYNAMIC HT  -         289.608 (meters)     950.16  (feet)  COMP
 NK0121  MODELED GRAV-     980,256.7   (mgal)                       NAVD 88
 NK0121
 NK0121  VERT ORDER  -  SECOND    CLASS 0
 NK0121
 NK0121.The horizontal coordinates were scaled from a topographic map and have
 NK0121.an estimated accuracy of +/- 6 seconds.
 NK0121
 NK0121.The orthometric height was determined by differential leveling
 NK0121.and adjusted by the National Geodetic Survey in June 1991..
 NK0121
 NK0121.The geoid height was determined by GEOID03.
 NK0121
 NK0121.The dynamic height is computed by dividing the NAVD 88
 NK0121.geopotential number by the normal gravity value computed on the
 NK0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0121.degrees latitude (g = 980.6199 gals.).
 NK0121
 NK0121.The modeled gravity was interpolated from observed gravity values.
 NK0121
 NK0121;                    North         East    Units  Estimated Accuracy
 NK0121;SPC IA N     - 1,089,590.    1,576,590.      MT  (+/- 180 meters Scaled)
 NK0121
 NK0121                          SUPERSEDED SURVEY CONTROL
 NK0121
 NK0121.No superseded survey control is available for this station.
 NK0121
 NK0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG353834(NAD 83)
 NK0121_MARKER: DB = BENCH MARK DISK
 NK0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0121_SP_SET: BRIDGE ABUTMENT
 NK0121_STAMPING: J 82 1934
 NK0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0121
 NK0121  HISTORY     - Date     Condition        Report By
 NK0121  HISTORY     - 1934     MONUMENTED       CGS
 NK0121
 NK0121                          STATION DESCRIPTION
 NK0121
 NK0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0121'2.2 MI SE FROM REINBECK.
 NK0121'2.2 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0121'RAILWAY FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT
 NK0121'REINBECK, GRUNDY COUNTY, 7 POLES NORTHWEST OF MILEPOST 57, AT
 NK0121'30-FOOT STEEL BRIDGE 572, IN THE NORTHEAST END OF THE SOUTHEAST
 NK0121'STONE ABUTMENT, 11 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 NK0121'AND ABOUT 1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 NK0121'J 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0173 ***********************************************************************
 MH0173  DESIGNATION -  J 83
 MH0173  PID         -  MH0173
 MH0173  STATE/COUNTY-  IA/TAMA
 MH0173  USGS QUAD   -  MONTOUR (1980)
 MH0173
 MH0173                         *CURRENT SURVEY CONTROL
 MH0173  ___________________________________________________________________
 MH0173* NAD 83(1986)-  41 58 48.     (N)    092 41 12.     (W)     SCALED    
 MH0173* NAVD 88     -       254.474  (meters)     834.89   (feet)  ADJUSTED  
 MH0173  ___________________________________________________________________
 MH0173  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 MH0173  DYNAMIC HT  -         254.378 (meters)     834.57  (feet)  COMP
 MH0173  MODELED GRAV-     980,238.7   (mgal)                       NAVD 88
 MH0173
 MH0173  VERT ORDER  -  SECOND    CLASS 0
 MH0173
 MH0173.The horizontal coordinates were scaled from a topographic map and have
 MH0173.an estimated accuracy of +/- 6 seconds.
 MH0173
 MH0173.The orthometric height was determined by differential leveling
 MH0173.and adjusted by the National Geodetic Survey in June 1991..
 MH0173
 MH0173.The geoid height was determined by GEOID03.
 MH0173
 MH0173.The dynamic height is computed by dividing the NAVD 88
 MH0173.geopotential number by the normal gravity value computed on the
 MH0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0173.degrees latitude (g = 980.6199 gals.).
 MH0173
 MH0173.The modeled gravity was interpolated from observed gravity values.
 MH0173
 MH0173;                    North         East    Units  Estimated Accuracy
 MH0173;SPC IA N     - 1,053,640.    1,567,410.      MT  (+/- 180 meters Scaled)
 MH0173
 MH0173                          SUPERSEDED SURVEY CONTROL
 MH0173
 MH0173  NGVD 29 (??/??/92)  254.465  (m)          834.86   (f) ADJ UNCH    2 0
 MH0173
 MH0173.Superseded values are not recommended for survey control.
 MH0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0173.See file dsdata.txt to determine how the superseded data were derived.
 MH0173
 MH0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG259476(NAD 83)
 MH0173_MARKER: DB = BENCH MARK DISK
 MH0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0173_SP_SET: BRIDGE
 MH0173_STAMPING: J 83 1934
 MH0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0173
 MH0173  HISTORY     - Date     Condition        Report By
 MH0173  HISTORY     - 1934     MONUMENTED       CGS
 MH0173
 MH0173                          STATION DESCRIPTION
 MH0173
 MH0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0173'1.4 MI E FROM MONTOUR.
 MH0173'1.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MH0173'THE MONTOUR, TAMA COUNTY, 16 POLES EAST OF MILEPOST 139, AT
 MH0173'BRIDGE 414 OVER IOWA RIVER, IN THE SOUTH END OF THE WEST STONE
 MH0173'ABUTMENT, 13 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 2
 MH0173'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED J 83 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0011 ***********************************************************************
 MH0011  DESIGNATION -  J 84
 MH0011  PID         -  MH0011
 MH0011  STATE/COUNTY-  IA/BENTON
 MH0011  USGS QUAD   -  BLAIRSTOWN (1965)
 MH0011
 MH0011                         *CURRENT SURVEY CONTROL
 MH0011  ___________________________________________________________________
 MH0011* NAD 83(1986)-  41 54 25.     (N)    092 05 07.     (W)     SCALED    
 MH0011* NAVD 88     -       266.715  (meters)     875.05   (feet)  ADJUSTED  
 MH0011  ___________________________________________________________________
 MH0011  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 MH0011  DYNAMIC HT  -         266.619 (meters)     874.73  (feet)  COMP
 MH0011  MODELED GRAV-     980,254.2   (mgal)                       NAVD 88
 MH0011
 MH0011  VERT ORDER  -  SECOND    CLASS 0
 MH0011
 MH0011.The horizontal coordinates were scaled from a topographic map and have
 MH0011.an estimated accuracy of +/- 6 seconds.
 MH0011
 MH0011.The orthometric height was determined by differential leveling
 MH0011.and adjusted by the National Geodetic Survey in June 1991..
 MH0011
 MH0011.The geoid height was determined by GEOID03.
 MH0011
 MH0011.The dynamic height is computed by dividing the NAVD 88
 MH0011.geopotential number by the normal gravity value computed on the
 MH0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0011.degrees latitude (g = 980.6199 gals.).
 MH0011
 MH0011.The modeled gravity was interpolated from observed gravity values.
 MH0011
 MH0011;                    North         East    Units  Estimated Accuracy
 MH0011;SPC IA N     - 1,046,180.    1,617,380.      MT  (+/- 180 meters Scaled)
 MH0011
 MH0011                          SUPERSEDED SURVEY CONTROL
 MH0011
 MH0011  NGVD 29 (??/??/92)  266.716  (m)          875.05   (f) ADJ UNCH    2 0
 MH0011
 MH0011.Superseded values are not recommended for survey control.
 MH0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0011.See file dsdata.txt to determine how the superseded data were derived.
 MH0011
 MH0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG758398(NAD 83)
 MH0011_MARKER: DB = BENCH MARK DISK
 MH0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0011_SP_SET: CONCRETE FOOTING
 MH0011_STAMPING: J 84 1934
 MH0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0011+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 MH0011
 MH0011  HISTORY     - Date     Condition        Report By
 MH0011  HISTORY     - 1934     MONUMENTED       CGS
 MH0011  HISTORY     - 19991210 GOOD             AERSVC
 MH0011  HISTORY     - 20040819 GOOD             GEOCAC
 MH0011
 MH0011                          STATION DESCRIPTION
 MH0011
 MH0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0011'AT BLAIRSTOWN.
 MH0011'AT BLAIRSTOWN, BENTON COUNTY, AT THE CITY WATER TOWER, AND IN
 MH0011'THE NORTH CORNER OF THE NORTHEAST CONCRETE FOOTING.  A STANDARD
 MH0011'DISK, STAMPED J 84 1934.
 MH0011
 MH0011                          STATION RECOVERY (1999)
 MH0011
 MH0011'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 1999 (KE)
 MH0011'FOUND AS DESCRIBED
 MH0011
 MH0011                          STATION RECOVERY (2004)
 MH0011
 MH0011'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0011'FOUND J 84 AS DESCRIBED, EXCEPT THAT THE ACTUAL WATER TOWER NO LONGER
 MH0011'EXISTS.
 MH0011'TO FIND J 84, FROM THE CORNER OF LOCUST STREET AND PROSPECT STREET GO
 MH0011'1/2 BLOCK WEST AND THEN 1/2 BLOCK SOUTH THROUGH THE ALLEY. THE FOOTING
 MH0011'IS ON THE LEFT (WEST) SIDE OF THE ALLEY.
 MH0011' 
 MH0011' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0621 ***********************************************************************
 MG0621  DESIGNATION -  J 85
 MG0621  PID         -  MG0621
 MG0621  STATE/COUNTY-  IA/IOWA
 MG0621  USGS QUAD   -  MIDDLE AMANA (1968)
 MG0621
 MG0621                         *CURRENT SURVEY CONTROL
 MG0621  ___________________________________________________________________
 MG0621* NAD 83(1986)-  41 47 16.     (N)    091 53 45.     (W)     SCALED    
 MG0621* NAVD 88     -       218.829  (meters)     717.94   (feet)  ADJUSTED  
 MG0621  ___________________________________________________________________
 MG0621  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 MG0621  DYNAMIC HT  -         218.746 (meters)     717.67  (feet)  COMP
 MG0621  MODELED GRAV-     980,239.3   (mgal)                       NAVD 88
 MG0621
 MG0621  VERT ORDER  -  SECOND    CLASS 0
 MG0621
 MG0621.The horizontal coordinates were scaled from a topographic map and have
 MG0621.an estimated accuracy of +/- 6 seconds.
 MG0621
 MG0621.The orthometric height was determined by differential leveling
 MG0621.and adjusted by the National Geodetic Survey in June 1991..
 MG0621
 MG0621.The geoid height was determined by GEOID03.
 MG0621
 MG0621.The dynamic height is computed by dividing the NAVD 88
 MG0621.geopotential number by the normal gravity value computed on the
 MG0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0621.degrees latitude (g = 980.6199 gals.).
 MG0621
 MG0621.The modeled gravity was interpolated from observed gravity values.
 MG0621
 MG0621;                    North         East    Units  Estimated Accuracy
 MG0621;SPC IA S     -   199,770.      633,340.      MT  (+/- 180 meters Scaled)
 MG0621
 MG0621                          SUPERSEDED SURVEY CONTROL
 MG0621
 MG0621  NGVD 29 (??/??/92)  218.848  (m)          718.00   (f) ADJ UNCH    2 0
 MG0621
 MG0621.Superseded values are not recommended for survey control.
 MG0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0621.See file dsdata.txt to determine how the superseded data were derived.
 MG0621
 MG0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG917268(NAD 83)
 MG0621_MARKER: DB = BENCH MARK DISK
 MG0621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0621_SP_SET: ABUTMENT
 MG0621_STAMPING: J 85 1934
 MG0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0621
 MG0621  HISTORY     - Date     Condition        Report By
 MG0621  HISTORY     - 1934     MONUMENTED       CGS
 MG0621  HISTORY     - 1966     MARK NOT FOUND   USGS
 MG0621
 MG0621                          STATION DESCRIPTION
 MG0621
 MG0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0621'AT MIDDLE AMANA.
 MG0621'AT MIDDLE AMANA, IOWA COUNTY, MILWAUKEE, ST. PAUL AND PACIFIC
 MG0621'RAILROAD, 9 POLES NORTH OF MILEPOST 65, AT A CONCRETE BRIDGE,
 MG0621'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT,
 MG0621'7 FEET EAST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE
 MG0621'RAIL.  A STANDARD DISK, STAMPED J 85 1934.
 MG0621
 MG0621                          STATION RECOVERY (1966)
 MG0621
 MG0621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MG0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0076 ***********************************************************************
 MH0076  DESIGNATION -  J 86
 MH0076  PID         -  MH0076
 MH0076  STATE/COUNTY-  IA/KEOKUK
 MH0076  USGS QUAD   -  SIGOURNEY (1965)
 MH0076
 MH0076                         *CURRENT SURVEY CONTROL
 MH0076  ___________________________________________________________________
 MH0076* NAD 83(1986)-  41 21 01.     (N)    092 12 38.     (W)     SCALED    
 MH0076* NAVD 88     -       226.299  (meters)     742.45   (feet)  ADJUSTED  
 MH0076  ___________________________________________________________________
 MH0076  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 MH0076  DYNAMIC HT  -         226.206 (meters)     742.14  (feet)  COMP
 MH0076  MODELED GRAV-     980,205.5   (mgal)                       NAVD 88
 MH0076
 MH0076  VERT ORDER  -  SECOND    CLASS 0
 MH0076
 MH0076.The horizontal coordinates were scaled from a topographic map and have
 MH0076.an estimated accuracy of +/- 6 seconds.
 MH0076
 MH0076.The orthometric height was determined by differential leveling
 MH0076.and adjusted by the National Geodetic Survey in June 1991..
 MH0076
 MH0076.The geoid height was determined by GEOID03.
 MH0076
 MH0076.The dynamic height is computed by dividing the NAVD 88
 MH0076.geopotential number by the normal gravity value computed on the
 MH0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0076.degrees latitude (g = 980.6199 gals.).
 MH0076
 MH0076.The modeled gravity was interpolated from observed gravity values.
 MH0076
 MH0076;                    North         East    Units  Estimated Accuracy
 MH0076;SPC IA S     -   150,750.      607,900.      MT  (+/- 180 meters Scaled)
 MH0076
 MH0076                          SUPERSEDED SURVEY CONTROL
 MH0076
 MH0076  NGVD 29 (??/??/92)  226.323  (m)          742.53   (f) ADJ UNCH    2 0
 MH0076
 MH0076.Superseded values are not recommended for survey control.
 MH0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0076.See file dsdata.txt to determine how the superseded data were derived.
 MH0076
 MH0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF660779(NAD 83)
 MH0076_MARKER: DB = BENCH MARK DISK
 MH0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0076_STAMPING: J 86 1934
 MH0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0076+STABILITY: SURFACE MOTION
 MH0076
 MH0076  HISTORY     - Date     Condition        Report By
 MH0076  HISTORY     - 1934     MONUMENTED       CGS
 MH0076  HISTORY     - 1981     MARK NOT FOUND   NGS
 MH0076
 MH0076                          STATION DESCRIPTION
 MH0076
 MH0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0076'0.9 MI N FROM SIGOURNEY.
 MH0076'0.9 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MH0076'RAILROAD FROM THE STATION AT SIGOURNEY, KEOKUK COUNTY, 7 1/2 POLES
 MH0076'NORTHWEST OF MILEPOST 25, NEAR THE SUMMIT OF A NORTHERLY SLOPE,
 MH0076'210 FEET SOUTHEAST OF 2-FOOT VITRIFIED-STONE PIPE CULVERT NO. 221,
 MH0076'44 FEET EAST OF THE CENTERLINE OF THE TRACK, 1 FOOT WEST OF THE
 MH0076'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE RAIL.  A STANDARD DISK,
 MH0076'STAMPED J 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MH0076
 MH0076                          STATION RECOVERY (1981)
 MH0076
 MH0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MH0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0107 ***********************************************************************
 MH0107  DESIGNATION -  J 87
 MH0107  PID         -  MH0107
 MH0107  STATE/COUNTY-  IA/MAHASKA
 MH0107  USGS QUAD   -  NEW SHARON (1980)
 MH0107
 MH0107                         *CURRENT SURVEY CONTROL
 MH0107  ___________________________________________________________________
 MH0107* NAD 83(1986)-  41 25 31.     (N)    092 38 44.     (W)     SCALED    
 MH0107* NAVD 88     -       249.485  (meters)     818.52   (feet)  ADJUSTED  
 MH0107  ___________________________________________________________________
 MH0107  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 MH0107  DYNAMIC HT  -         249.381 (meters)     818.18  (feet)  COMP
 MH0107  MODELED GRAV-     980,201.3   (mgal)                       NAVD 88
 MH0107
 MH0107  VERT ORDER  -  SECOND    CLASS 0
 MH0107
 MH0107.The horizontal coordinates were scaled from a topographic map and have
 MH0107.an estimated accuracy of +/- 6 seconds.
 MH0107
 MH0107.The orthometric height was determined by differential leveling
 MH0107.and adjusted by the National Geodetic Survey in June 1991..
 MH0107
 MH0107.The geoid height was determined by GEOID03.
 MH0107
 MH0107.The dynamic height is computed by dividing the NAVD 88
 MH0107.geopotential number by the normal gravity value computed on the
 MH0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0107.degrees latitude (g = 980.6199 gals.).
 MH0107
 MH0107.The modeled gravity was interpolated from observed gravity values.
 MH0107
 MH0107;                    North         East    Units  Estimated Accuracy
 MH0107;SPC IA S     -   158,630.      571,420.      MT  (+/- 180 meters Scaled)
 MH0107
 MH0107                          SUPERSEDED SURVEY CONTROL
 MH0107
 MH0107  NGVD 29 (??/??/92)  249.468  (m)          818.46   (f) ADJ UNCH    2 0
 MH0107
 MH0107.Superseded values are not recommended for survey control.
 MH0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0107.See file dsdata.txt to determine how the superseded data were derived.
 MH0107
 MH0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF296860(NAD 83)
 MH0107_MARKER: DB = BENCH MARK DISK
 MH0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0107_STAMPING: J 87 1934
 MH0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0107+STABILITY: SURFACE MOTION
 MH0107
 MH0107  HISTORY     - Date     Condition        Report By
 MH0107  HISTORY     - 1934     MONUMENTED       CGS
 MH0107
 MH0107                          STATION DESCRIPTION
 MH0107
 MH0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0107'2 MI N FROM LACEY.
 MH0107'2 MILES NORTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 MH0107'THE SCHOOL AT LACEY, MAHASKA COUNTY, 1-1/2 POLES NORTH OF
 MH0107'MILEPOST 292, 6 POLES NORTH OF AN OVERHEAD BRIDGE OVER A PUBLIC
 MH0107'ROAD, 1 POLES SOUTH OF OVERHEAD WOODEN TRESTLE BRIDGE 474, 20
 MH0107'FEET SOUTH AND 15 FEET WEST OF THE CENTER OF A PRIVATE ROAD
 MH0107'CROSSING, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A STANDARD
 MH0107'DISK, STAMPED J 87 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0169 ***********************************************************************
 MH0169  DESIGNATION -  J 88
 MH0169  PID         -  MH0169
 MH0169  STATE/COUNTY-  IA/MARSHALL
 MH0169  USGS QUAD   -  GILMAN (1980)
 MH0169
 MH0169                         *CURRENT SURVEY CONTROL
 MH0169  ___________________________________________________________________
 MH0169* NAD 83(1986)-  41 58 34.     (N)    092 49 21.     (W)     SCALED    
 MH0169* NAVD 88     -       298.008  (meters)     977.71   (feet)  ADJUSTED  
 MH0169  ___________________________________________________________________
 MH0169  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 MH0169  DYNAMIC HT  -         297.895 (meters)     977.34  (feet)  COMP
 MH0169  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 MH0169
 MH0169  VERT ORDER  -  SECOND    CLASS 0
 MH0169
 MH0169.The horizontal coordinates were scaled from a topographic map and have
 MH0169.an estimated accuracy of +/- 6 seconds.
 MH0169
 MH0169.The orthometric height was determined by differential leveling
 MH0169.and adjusted by the National Geodetic Survey in June 1991..
 MH0169
 MH0169.The geoid height was determined by GEOID03.
 MH0169
 MH0169.The dynamic height is computed by dividing the NAVD 88
 MH0169.geopotential number by the normal gravity value computed on the
 MH0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0169.degrees latitude (g = 980.6199 gals.).
 MH0169
 MH0169.The modeled gravity was interpolated from observed gravity values.
 MH0169
 MH0169;                    North         East    Units  Estimated Accuracy
 MH0169;SPC IA N     - 1,053,110.    1,556,150.      MT  (+/- 180 meters Scaled)
 MH0169
 MH0169                          SUPERSEDED SURVEY CONTROL
 MH0169
 MH0169  NGVD 29 (??/??/92)  297.990  (m)          977.66   (f) ADJ UNCH    2 0
 MH0169
 MH0169.Superseded values are not recommended for survey control.
 MH0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0169.See file dsdata.txt to determine how the superseded data were derived.
 MH0169
 MH0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG147471(NAD 83)
 MH0169_MARKER: DB = BENCH MARK DISK
 MH0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0169_STAMPING: J 88 1934
 MH0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0169+STABILITY: SURFACE MOTION
 MH0169
 MH0169  HISTORY     - Date     Condition        Report By
 MH0169  HISTORY     - 1934     MONUMENTED       CGS
 MH0169  HISTORY     - 1943     GOOD             NGS
 MH0169
 MH0169                          STATION DESCRIPTION
 MH0169
 MH0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MH0169'AT DILLON.
 MH0169'AT DILLON, MARHSALL COUNTY, ON THE MINNEAPOLIS AND ST. LOUIS
 MH0169'RAILROAD, 27 FEET SOUTH OF MILEPOST 251, 51 FEET SOUTH OF THE
 MH0169'STATION, 18 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 MH0169'BELOW THE RAIL.  A STANDARD DISK, STAMPED J 88 1934 AND SET IN
 MH0169'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1530 ***********************************************************************
 LF1530  DESIGNATION -  J 9 RESET
 LF1530  PID         -  LF1530
 LF1530  STATE/COUNTY-  IA/FREMONT
 LF1530  USGS QUAD   -  RIVERTON (1981)
 LF1530
 LF1530                         *CURRENT SURVEY CONTROL
 LF1530  ___________________________________________________________________
 LF1530* NAD 83(1986)-  40 41 14.     (N)    095 34 37.     (W)     SCALED    
 LF1530* NAVD 88     -       285.55   (meters)     936.8    (feet)  RESET     
 LF1530  ___________________________________________________________________
 LF1530  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LF1530
 LF1530  VERT ORDER  -  THIRD
 LF1530
 LF1530.The horizontal coordinates were scaled from a topographic map and have
 LF1530.an estimated accuracy of +/- 6 seconds.
 LF1530
 LF1530.The orthometric height was computed from unverified reset data.
 LF1530
 LF1530.The geoid height was determined by GEOID03.
 LF1530
 LF1530;                    North         East    Units  Estimated Accuracy
 LF1530;SPC IA S     -    78,410.      324,450.      MT  (+/- 180 meters Scaled)
 LF1530
 LF1530                          SUPERSEDED SURVEY CONTROL
 LF1530
 LF1530  NGVD 29 (05/12/04)  285.45   (m)          936.5    (f) RESET       3  
 LF1530
 LF1530.Superseded values are not recommended for survey control.
 LF1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1530.See file dsdata.txt to determine how the superseded data were derived.
 LF1530
 LF1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF822072(NAD 83)
 LF1530_MARKER: DV = VERTICAL CONTROL DISK
 LF1530_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 LF1530_SP_SET: WHEEL GUARD
 LF1530_STAMPING: J 9 RESET 1975
 LF1530_MARK LOGO: NGS   
 LF1530_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LF1530+STABILITY: POSITION/ELEVATION WELL
 LF1530
 LF1530  HISTORY     - Date     Condition        Report By
 LF1530  HISTORY     - 1975     MONUMENTED       IAHD
 LF1530
 LF1530                          STATION DESCRIPTION
 LF1530
 LF1530'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1975
 LF1530'0.6 MILES (1.0 KM) SOUTHWEST ALONG CHICAGO, BURLINGTON, QUINCY
 LF1530'RAILROAD FROM THE STATION IN RIVERTON, 15 FEET (4.6 M) RIGHT IN THE
 LF1530'EAST END OF BRIDGE OVER EAST NISHABOTNA RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0323 ***********************************************************************
 MJ0323  DESIGNATION -  J 90
 MJ0323  PID         -  MJ0323
 MJ0323  STATE/COUNTY-  IA/CARROLL
 MJ0323  USGS QUAD   -  MANNING (1978)
 MJ0323
 MJ0323                         *CURRENT SURVEY CONTROL
 MJ0323  ___________________________________________________________________
 MJ0323* NAD 83(1986)-  41 54 50.     (N)    095 03 46.     (W)     SCALED    
 MJ0323* NAVD 88     -       415.155  (meters)    1362.05   (feet)  ADJUSTED  
 MJ0323  ___________________________________________________________________
 MJ0323  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 MJ0323  DYNAMIC HT  -         414.966 (meters)    1361.43  (feet)  COMP
 MJ0323  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 MJ0323
 MJ0323  VERT ORDER  -  SECOND    CLASS 0
 MJ0323
 MJ0323.The horizontal coordinates were scaled from a topographic map and have
 MJ0323.an estimated accuracy of +/- 6 seconds.
 MJ0323
 MJ0323.The orthometric height was determined by differential leveling
 MJ0323.and adjusted by the National Geodetic Survey in June 1991..
 MJ0323
 MJ0323.The geoid height was determined by GEOID03.
 MJ0323
 MJ0323.The dynamic height is computed by dividing the NAVD 88
 MJ0323.geopotential number by the normal gravity value computed on the
 MJ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0323.degrees latitude (g = 980.6199 gals.).
 MJ0323
 MJ0323.The modeled gravity was interpolated from observed gravity values.
 MJ0323
 MJ0323;                    North         East    Units  Estimated Accuracy
 MJ0323;SPC IA N     - 1,047,170.    1,370,350.      MT  (+/- 180 meters Scaled)
 MJ0323
 MJ0323                          SUPERSEDED SURVEY CONTROL
 MJ0323
 MJ0323  NGVD 29 (??/??/92)  415.024  (m)         1361.62   (f) ADJ UNCH    2 0
 MJ0323
 MJ0323.Superseded values are not recommended for survey control.
 MJ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0323.See file dsdata.txt to determine how the superseded data were derived.
 MJ0323
 MJ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG289422(NAD 83)
 MJ0323_MARKER: DB = BENCH MARK DISK
 MJ0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0323_SP_SET: HEADWALL
 MJ0323_STAMPING: J 90 1935
 MJ0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0323
 MJ0323  HISTORY     - Date     Condition        Report By
 MJ0323  HISTORY     - 1935     MONUMENTED       CGS
 MJ0323
 MJ0323                          STATION DESCRIPTION
 MJ0323
 MJ0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0323'AT MANNING.
 MJ0323'AT MANNING, CARROLL COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MJ0323'AND PACIFIC RAILROAD, 7 POLES NORTHWEST OF THE STATION, AT THE
 MJ0323'OVERPASS OVER THE CHICAGO AND NORTH WESTERN RAILWAY, IN THE TOP
 MJ0323'OF THE SOUTHWEST CONCRETE HEADWALL, 4.5 FEET NORTHWEST OF THE
 MJ0323'SOUTHEAST END, AND 6 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHWEST
 MJ0323'TRACK.  A STANDARD DISK, STAMPED J 90 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0348 ***********************************************************************
 NL0348  DESIGNATION -  J 91
 NL0348  PID         -  NL0348
 NL0348  STATE/COUNTY-  IA/CRAWFORD
 NL0348  USGS QUAD   -  CHARTER OAK (1971)
 NL0348
 NL0348                         *CURRENT SURVEY CONTROL
 NL0348  ___________________________________________________________________
 NL0348* NAD 83(1986)-  42 04 05.     (N)    095 35 27.     (W)     SCALED    
 NL0348* NAVD 88     -       385.525  (meters)    1264.84   (feet)  ADJUSTED  
 NL0348  ___________________________________________________________________
 NL0348  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 NL0348  DYNAMIC HT  -         385.375 (meters)    1264.35  (feet)  COMP
 NL0348  MODELED GRAV-     980,221.7   (mgal)                       NAVD 88
 NL0348
 NL0348  VERT ORDER  -  SECOND    CLASS 0
 NL0348
 NL0348.The horizontal coordinates were scaled from a topographic map and have
 NL0348.an estimated accuracy of +/- 6 seconds.
 NL0348
 NL0348.The orthometric height was determined by differential leveling
 NL0348.and adjusted by the National Geodetic Survey in June 1991..
 NL0348
 NL0348.The geoid height was determined by GEOID03.
 NL0348
 NL0348.The dynamic height is computed by dividing the NAVD 88
 NL0348.geopotential number by the normal gravity value computed on the
 NL0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0348.degrees latitude (g = 980.6199 gals.).
 NL0348
 NL0348.The modeled gravity was interpolated from observed gravity values.
 NL0348
 NL0348;                    North         East    Units  Estimated Accuracy
 NL0348;SPC IA N     - 1,065,240.    1,326,980.      MT  (+/- 180 meters Scaled)
 NL0348
 NL0348                          SUPERSEDED SURVEY CONTROL
 NL0348
 NL0348  NGVD 29 (??/??/92)  385.376  (m)         1264.35   (f) ADJ UNCH    2 0
 NL0348
 NL0348.Superseded values are not recommended for survey control.
 NL0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0348.See file dsdata.txt to determine how the superseded data were derived.
 NL0348
 NL0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG856605(NAD 83)
 NL0348_MARKER: DB = BENCH MARK DISK
 NL0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0348_SP_SET: BUILDING
 NL0348_STAMPING: J 91 1935
 NL0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0348
 NL0348  HISTORY     - Date     Condition        Report By
 NL0348  HISTORY     - 1935     MONUMENTED       CGS
 NL0348  HISTORY     - 1942     GOOD             NGS
 NL0348
 NL0348                          STATION DESCRIPTION
 NL0348
 NL0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NL0348'AT CHARTER OAK.
 NL0348'AT CHARTER OAK, AT THE FIRST NATIONAL BANK BUILDING, AT THE
 NL0348'SOUTH ARCHWAY POST OF THE WEST (MAIN) DOOR, IN THE CENTER OF THE
 NL0348'WEST FACE OF THE POST, AND 4 FEET ABOVE THE SIDEWALK.  A STANDARD
 NL0348'DISK, STAMPED J 91 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0287 ***********************************************************************
 NL0287  DESIGNATION -  J 93
 NL0287  PID         -  NL0287
 NL0287  STATE/COUNTY-  IA/SAC
 NL0287  USGS QUAD   -  LAKE VIEW (1980)
 NL0287
 NL0287                         *CURRENT SURVEY CONTROL
 NL0287  ___________________________________________________________________
 NL0287* NAD 83(1986)-  42 16 56.     (N)    095 03 08.     (W)     SCALED    
 NL0287* NAVD 88     -       377.220  (meters)    1237.60   (feet)  ADJUSTED  
 NL0287  ___________________________________________________________________
 NL0287  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 NL0287  DYNAMIC HT  -         377.073 (meters)    1237.11  (feet)  COMP
 NL0287  MODELED GRAV-     980,221.3   (mgal)                       NAVD 88
 NL0287
 NL0287  VERT ORDER  -  SECOND    CLASS 0
 NL0287
 NL0287.The horizontal coordinates were scaled from a topographic map and have
 NL0287.an estimated accuracy of +/- 6 seconds.
 NL0287
 NL0287.The orthometric height was determined by differential leveling
 NL0287.and adjusted by the National Geodetic Survey in June 1991..
 NL0287
 NL0287.The geoid height was determined by GEOID03.
 NL0287
 NL0287.The dynamic height is computed by dividing the NAVD 88
 NL0287.geopotential number by the normal gravity value computed on the
 NL0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0287.degrees latitude (g = 980.6199 gals.).
 NL0287
 NL0287.The modeled gravity was interpolated from observed gravity values.
 NL0287
 NL0287;                    North         East    Units  Estimated Accuracy
 NL0287;SPC IA N     - 1,088,060.    1,371,980.      MT  (+/- 180 meters Scaled)
 NL0287
 NL0287                          SUPERSEDED SURVEY CONTROL
 NL0287
 NL0287  NGVD 29 (??/??/92)  377.11   (m)         1237.2    (f) COMPUTED    2 0
 NL0287
 NL0287.Superseded values are not recommended for survey control.
 NL0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0287.See file dsdata.txt to determine how the superseded data were derived.
 NL0287
 NL0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG307831(NAD 83)
 NL0287_MARKER: DB = BENCH MARK DISK
 NL0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0287_SP_SET: CULVERT
 NL0287_STAMPING: J-93 1935
 NL0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0287
 NL0287  HISTORY     - Date     Condition        Report By
 NL0287  HISTORY     - 1935     MONUMENTED       CGS
 NL0287
 NL0287                          STATION DESCRIPTION
 NL0287
 NL0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0287'1.5 MI W FROM SACTON.
 NL0287'1.5 MILES WEST OF DEPOT AT ALONG THE CHICAGO AND NORTHWESTERN
 NL0287'RAILROAD AT COUNTY ROAD H CROSSING.  SET IN CENTER OF THE EAST
 NL0287'HEADWALL OF ROAD CULVERT, OPPOSITE RAILROAD CULVERT 1405, 70 FT
 NL0287'WEST OF CENTERLINE OF TRAX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0288 ***********************************************************************
 NL0288  DESIGNATION -  J 93 RESET
 NL0288  PID         -  NL0288
 NL0288  STATE/COUNTY-  IA/SAC
 NL0288  USGS QUAD   -  LAKE VIEW (1980)
 NL0288
 NL0288                         *CURRENT SURVEY CONTROL
 NL0288  ___________________________________________________________________
 NL0288* NAD 83(1986)-  42 16 56.     (N)    095 03 08.     (W)     SCALED    
 NL0288* NAVD 88     -       376.97   (meters)    1236.8    (feet)  RESET     
 NL0288  ___________________________________________________________________
 NL0288  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 NL0288
 NL0288  VERT ORDER  -  THIRD
 NL0288
 NL0288.The horizontal coordinates were scaled from a topographic map and have
 NL0288.an estimated accuracy of +/- 6 seconds.
 NL0288
 NL0288.The orthometric height was computed from unverified reset data.
 NL0288
 NL0288.The geoid height was determined by GEOID03.
 NL0288
 NL0288;                    North         East    Units  Estimated Accuracy
 NL0288;SPC IA N     - 1,088,060.    1,371,980.      MT  (+/- 180 meters Scaled)
 NL0288
 NL0288                          SUPERSEDED SURVEY CONTROL
 NL0288
 NL0288  NGVD 29 (??/??/??)  376.86   (m)         1236.4    (f) RESET       3  
 NL0288
 NL0288.Superseded values are not recommended for survey control.
 NL0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0288.See file dsdata.txt to determine how the superseded data were derived.
 NL0288
 NL0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG307831(NAD 83)
 NL0288_MARKER: DB = BENCH MARK DISK
 NL0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0288_STAMPING: J 93 RESET 1951
 NL0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0288+STABILITY: SURFACE MOTION
 NL0288
 NL0288  HISTORY     - Date     Condition        Report By
 NL0288  HISTORY     - 1951     MONUMENTED       CGS
 NL0288
 NL0288                          STATION DESCRIPTION
 NL0288
 NL0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NL0288'1.7 MI S FROM LAKE VIEW.
 NL0288'1.7 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0288'FROM THE STATION AT LAKE VIEW, SAC COUNTY, AT THE CROSSING OF
 NL0288'COUNTY HIGHWAY H, 55 FEET SOUTH AND 24.6 FEET EAST OF THE
 NL0288'NORTHEAST CORNER OF SECTION 8, T 86 N, R 36 W, AND AT THE WEST
 NL0288'RIGHT OF WAY LINE OF THE RAILWAY.  A STANDARD DISK, STAMPED
 NL0288'J 93 RESET 1951 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NL0288'8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0336 ***********************************************************************
 NL0336  DESIGNATION -  J 94
 NL0336  PID         -  NL0336
 NL0336  STATE/COUNTY-  IA/CRAWFORD
 NL0336  USGS QUAD   -  SCHLESWIG (1971)
 NL0336
 NL0336                         *CURRENT SURVEY CONTROL
 NL0336  ___________________________________________________________________
 NL0336* NAD 83(1986)-  42 11 22.     (N)    095 22 53.     (W)     SCALED    
 NL0336* NAVD 88     -       433.621  (meters)    1422.64   (feet)  ADJUSTED  
 NL0336  ___________________________________________________________________
 NL0336  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 NL0336  DYNAMIC HT  -         433.449 (meters)    1422.07  (feet)  COMP
 NL0336  MODELED GRAV-     980,212.2   (mgal)                       NAVD 88
 NL0336
 NL0336  VERT ORDER  -  SECOND    CLASS 0
 NL0336
 NL0336.The horizontal coordinates were scaled from a topographic map and have
 NL0336.an estimated accuracy of +/- 6 seconds.
 NL0336
 NL0336.The orthometric height was determined by differential leveling
 NL0336.and adjusted by the National Geodetic Survey in June 1991..
 NL0336
 NL0336.The geoid height was determined by GEOID03.
 NL0336
 NL0336.The dynamic height is computed by dividing the NAVD 88
 NL0336.geopotential number by the normal gravity value computed on the
 NL0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0336.degrees latitude (g = 980.6199 gals.).
 NL0336
 NL0336.The modeled gravity was interpolated from observed gravity values.
 NL0336
 NL0336;                    North         East    Units  Estimated Accuracy
 NL0336;SPC IA N     - 1,078,310.    1,344,610.      MT  (+/- 180 meters Scaled)
 NL0336
 NL0336                          SUPERSEDED SURVEY CONTROL
 NL0336
 NL0336  NGVD 29 (??/??/92)  433.472  (m)         1422.15   (f) ADJ UNCH    2 0
 NL0336
 NL0336.Superseded values are not recommended for survey control.
 NL0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0336.See file dsdata.txt to determine how the superseded data were derived.
 NL0336
 NL0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG033735(NAD 83)
 NL0336_MARKER: DB = BENCH MARK DISK
 NL0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0336_STAMPING: J 94 1935
 NL0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0336+STABILITY: SURFACE MOTION
 NL0336
 NL0336  HISTORY     - Date     Condition        Report By
 NL0336  HISTORY     - 1935     MONUMENTED       CGS
 NL0336  HISTORY     - 1943     GOOD             NGS
 NL0336  HISTORY     - 1966     MARK NOT FOUND   NGS
 NL0336
 NL0336                          STATION DESCRIPTION
 NL0336
 NL0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0336'3.1 MI NW FROM KIRON.
 NL0336'3.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0336'THE STATION AT KIRON, CRAWFORD COUNTY, AT A ROAD CROSSING, 45
 NL0336'FEET NORTH OF THE CENTERLINE OF THE TRACK, 33 FEET EAST OF THE
 NL0336'CENTERLINE OF THE ROAD, 9 FEET SOUTHWEST OF A RIGHT OF WAY
 NL0336'FENCE CORNER, IN LINE WITH THE EAST ROAD FENCE, AND LEVEL WITH
 NL0336'THE TRACK.  A STANDARD DISK, STAMPED J 94 1935 AND SET IN THE
 NL0336'TOP OF A CONCRETE POST.
 NL0336
 NL0336                          STATION RECOVERY (1966)
 NL0336
 NL0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NL0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0941 ***********************************************************************
 MJ0941  DESIGNATION -  J 95
 MJ0941  PID         -  MJ0941
 MJ0941  STATE/COUNTY-  IA/MONONA
 MJ0941  USGS QUAD   -  MOORHEAD (1971)
 MJ0941
 MJ0941                         *CURRENT SURVEY CONTROL
 MJ0941  ___________________________________________________________________
 MJ0941* NAD 83(1986)-  41 55 43.     (N)    095 50 03.     (W)     SCALED    
 MJ0941* NAVD 88     -       341.336  (meters)    1119.87   (feet)  ADJUSTED  
 MJ0941  ___________________________________________________________________
 MJ0941  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 MJ0941  DYNAMIC HT  -         341.201 (meters)    1119.42  (feet)  COMP
 MJ0941  MODELED GRAV-     980,220.1   (mgal)                       NAVD 88
 MJ0941
 MJ0941  VERT ORDER  -  SECOND    CLASS 0
 MJ0941
 MJ0941.The horizontal coordinates were scaled from a topographic map and have
 MJ0941.an estimated accuracy of +/- 6 seconds.
 MJ0941
 MJ0941.The orthometric height was determined by differential leveling
 MJ0941.and adjusted by the National Geodetic Survey in June 1991..
 MJ0941
 MJ0941.The geoid height was determined by GEOID03.
 MJ0941
 MJ0941.The dynamic height is computed by dividing the NAVD 88
 MJ0941.geopotential number by the normal gravity value computed on the
 MJ0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0941.degrees latitude (g = 980.6199 gals.).
 MJ0941
 MJ0941.The modeled gravity was interpolated from observed gravity values.
 MJ0941
 MJ0941;                    North         East    Units  Estimated Accuracy
 MJ0941;SPC IA N     - 1,050,280.    1,306,420.      MT  (+/- 180 meters Scaled)
 MJ0941
 MJ0941                          SUPERSEDED SURVEY CONTROL
 MJ0941
 MJ0941  NGVD 29 (??/??/92)  341.186  (m)         1119.37   (f) ADJ UNCH    2 0
 MJ0941
 MJ0941.Superseded values are not recommended for survey control.
 MJ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0941.See file dsdata.txt to determine how the superseded data were derived.
 MJ0941
 MJ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG650457(NAD 83)
 MJ0941_MARKER: DB = BENCH MARK DISK
 MJ0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0941_SP_SET: CULVERT
 MJ0941_STAMPING: J 95 1935
 MJ0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0941
 MJ0941  HISTORY     - Date     Condition        Report By
 MJ0941  HISTORY     - 1935     MONUMENTED       CGS
 MJ0941  HISTORY     - 1943     GOOD             NGS
 MJ0941  HISTORY     - 1971     GOOD             USGS
 MJ0941
 MJ0941                          STATION DESCRIPTION
 MJ0941
 MJ0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MJ0941'1.1 MI NE FROM MOORHEAD.
 MJ0941'1.1 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0941'FROM THE STATION AT MOORHEAD, MONONA COUNTY, OPPOSITE BRIDGE 243,
 MJ0941'75 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AT A CULVERT
 MJ0941'UNDER STATE HIGHWAY 183, AND IN THE CENTER OF THE TOP OF THE
 MJ0941'SOUTHEAST CONCRETE HEADWALL.  A STANDARD DISK, STAMPED J 95 1935.
 MJ0941
 MJ0941                          STATION RECOVERY (1971)
 MJ0941
 MJ0941'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MJ0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0316 ***********************************************************************
 MJ0316  DESIGNATION -  J 96
 MJ0316  PID         -  MJ0316
 MJ0316  STATE/COUNTY-  IA/SHELBY
 MJ0316  USGS QUAD   -  PANAMA (1978)
 MJ0316
 MJ0316                         *CURRENT SURVEY CONTROL
 MJ0316  ___________________________________________________________________
 MJ0316* NAD 83(1986)-  41 42 00.     (N)    095 28 32.     (W)     SCALED    
 MJ0316* NAVD 88     -       373.646  (meters)    1225.87   (feet)  ADJUSTED  
 MJ0316  ___________________________________________________________________
 MJ0316  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 MJ0316  DYNAMIC HT  -         373.468 (meters)    1225.29  (feet)  COMP
 MJ0316  MODELED GRAV-     980,137.7   (mgal)                       NAVD 88
 MJ0316
 MJ0316  VERT ORDER  -  SECOND    CLASS 0
 MJ0316
 MJ0316.The horizontal coordinates were scaled from a topographic map and have
 MJ0316.an estimated accuracy of +/- 6 seconds.
 MJ0316
 MJ0316.The orthometric height was determined by differential leveling
 MJ0316.and adjusted by the National Geodetic Survey in June 1991..
 MJ0316
 MJ0316.The geoid height was determined by GEOID03.
 MJ0316
 MJ0316.The dynamic height is computed by dividing the NAVD 88
 MJ0316.geopotential number by the normal gravity value computed on the
 MJ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0316.degrees latitude (g = 980.6199 gals.).
 MJ0316
 MJ0316.The modeled gravity was interpolated from observed gravity values.
 MJ0316
 MJ0316;                    North         East    Units  Estimated Accuracy
 MJ0316;SPC IA S     -   190,660.      335,570.      MT  (+/- 180 meters Scaled)
 MJ0316
 MJ0316                          SUPERSEDED SURVEY CONTROL
 MJ0316
 MJ0316  NGVD 29 (??/??/92)  373.519  (m)         1225.45   (f) ADJ UNCH    2 0
 MJ0316
 MJ0316.Superseded values are not recommended for survey control.
 MJ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0316.See file dsdata.txt to determine how the superseded data were derived.
 MJ0316
 MJ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG940194(NAD 83)
 MJ0316_MARKER: DB = BENCH MARK DISK
 MJ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0316_STAMPING: J 96 1935 1225.332
 MJ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0316+STABILITY: SURFACE MOTION
 MJ0316
 MJ0316  HISTORY     - Date     Condition        Report By
 MJ0316  HISTORY     - 1935     MONUMENTED       CGS
 MJ0316  HISTORY     - 1949     GOOD             NGS
 MJ0316  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0316
 MJ0316                          STATION DESCRIPTION
 MJ0316
 MJ0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0316'2 MI S FROM PANAMA.
 MJ0316'2.0 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0316'PACIFIC RAILROAD FROM THE STATION AT PANAMA, AT A PUBLIC ROAD
 MJ0316'CROSSING, ABOUT 0.2 MILE WEST OF A STEEL BRIDGE OVER ROCK DITCH,
 MJ0316'43.4 FEET WEST OF THE WEST RAIL OF THE TRACK, 37.0 FEET SOUTH
 MJ0316'OF THE CENTER LINE OF THE EAST-WEST SECTION LINE ROAD, 59.0 FEET
 MJ0316'EAST OF THE CENTER LINE OF STATE HIGHWAY NO. 191, 65.9 FEET
 MJ0316'SOUTH OF A POWER LINE POLE, 90.4 FEET WEST OF THE SECOND
 MJ0316'TELEPHONE POLE NORTH OF MILEPOST NO. 443, 58.8 FEET NORTHWEST
 MJ0316'OF RAILROAD SIGNPOST RS-55, 1.3 FEET SOUTH OF A REFERENCE POST,
 MJ0316'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 MJ0316
 MJ0316                          STATION RECOVERY (1975)
 MJ0316
 MJ0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0651 ***********************************************************************
 MJ0651  DESIGNATION -  J 97
 MJ0651  PID         -  MJ0651
 MJ0651  STATE/COUNTY-  IA/MILLS
 MJ0651  USGS QUAD   -  MINEOLA (1994)
 MJ0651
 MJ0651                         *CURRENT SURVEY CONTROL
 MJ0651  ___________________________________________________________________
 MJ0651* NAD 83(1986)-  41 08 42.     (N)    095 41 45.     (W)     SCALED    
 MJ0651* NAVD 88     -       312.448  (meters)    1025.09   (feet)  ADJUSTED  
 MJ0651  ___________________________________________________________________
 MJ0651  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 MJ0651  DYNAMIC HT  -         312.318 (meters)    1024.66  (feet)  COMP
 MJ0651  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 MJ0651
 MJ0651  VERT ORDER  -  SECOND    CLASS 0
 MJ0651
 MJ0651.The horizontal coordinates were scaled from a topographic map and have
 MJ0651.an estimated accuracy of +/- 6 seconds.
 MJ0651
 MJ0651.The orthometric height was determined by differential leveling
 MJ0651.and adjusted by the National Geodetic Survey in June 1991..
 MJ0651
 MJ0651.The geoid height was determined by GEOID03.
 MJ0651
 MJ0651.The dynamic height is computed by dividing the NAVD 88
 MJ0651.geopotential number by the normal gravity value computed on the
 MJ0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0651.degrees latitude (g = 980.6199 gals.).
 MJ0651
 MJ0651.The modeled gravity was interpolated from observed gravity values.
 MJ0651
 MJ0651;                    North         East    Units  Estimated Accuracy
 MJ0651;SPC IA S     -   129,480.      315,690.      MT  (+/- 180 meters Scaled)
 MJ0651
 MJ0651                          SUPERSEDED SURVEY CONTROL
 MJ0651
 MJ0651  NGVD 29 (??/??/92)  312.351  (m)         1024.77   (f) ADJ UNCH    2 0
 MJ0651
 MJ0651.Superseded values are not recommended for survey control.
 MJ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0651.See file dsdata.txt to determine how the superseded data were derived.
 MJ0651
 MJ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF737583(NAD 83)
 MJ0651_MARKER: DB = BENCH MARK DISK
 MJ0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0651_STAMPING: J 97 1935
 MJ0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0651+STABILITY: SURFACE MOTION
 MJ0651
 MJ0651  HISTORY     - Date     Condition        Report By
 MJ0651  HISTORY     - 1935     MONUMENTED       CGS
 MJ0651  HISTORY     - 1957     GOOD             NGS
 MJ0651
 MJ0651                          STATION DESCRIPTION
 MJ0651
 MJ0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MJ0651'AT MINEOLA.
 MJ0651'AT MINEOLA, MILLS COUNTY, ON THE WABASH RAILROAD, 60 FEET
 MJ0651'NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, AT A ROAD
 MJ0651'CROSSING, 54 FEET WEST OF THE CENTERLINE OF THE ROAD, 39 FEET
 MJ0651'NORTH OF THE CENTERLINE OF THE MAIN TRACK, 7 FEET NORTHWEST OF
 MJ0651'A POLE, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 MJ0651'DISK, STAMPED J 97 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0274 ***********************************************************************
 LF0274  DESIGNATION -  J 98
 LF0274  PID         -  LF0274
 LF0274  STATE/COUNTY-  IA/PAGE
 LF0274  USGS QUAD   -  SHENANDOAH EAST (1978)
 LF0274
 LF0274                         *CURRENT SURVEY CONTROL
 LF0274  ___________________________________________________________________
 LF0274* NAD 83(1986)-  40 50 00.     (N)    095 18 29.     (W)     SCALED    
 LF0274* NAVD 88     -       303.159  (meters)     994.61   (feet)  ADJUSTED  
 LF0274  ___________________________________________________________________
 LF0274  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LF0274  DYNAMIC HT  -         302.999 (meters)     994.09  (feet)  COMP
 LF0274  MODELED GRAV-     980,089.8   (mgal)                       NAVD 88
 LF0274
 LF0274  VERT ORDER  -  SECOND    CLASS 0
 LF0274
 LF0274.The horizontal coordinates were scaled from a topographic map and have
 LF0274.an estimated accuracy of +/- 6 seconds.
 LF0274
 LF0274.The orthometric height was determined by differential leveling
 LF0274.and adjusted by the National Geodetic Survey in June 1991..
 LF0274
 LF0274.The geoid height was determined by GEOID03.
 LF0274
 LF0274.The dynamic height is computed by dividing the NAVD 88
 LF0274.geopotential number by the normal gravity value computed on the
 LF0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0274.degrees latitude (g = 980.6199 gals.).
 LF0274
 LF0274.The modeled gravity was interpolated from observed gravity values.
 LF0274
 LF0274;                    North         East    Units  Estimated Accuracy
 LF0274;SPC IA S     -    94,130.      347,510.      MT  (+/- 180 meters Scaled)
 LF0274
 LF0274                          SUPERSEDED SURVEY CONTROL
 LF0274
 LF0274  NGVD 29 (??/??/92)  303.050  (m)          994.26   (f) ADJ UNCH    2 0
 LF0274
 LF0274.Superseded values are not recommended for survey control.
 LF0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0274.See file dsdata.txt to determine how the superseded data were derived.
 LF0274
 LF0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF053228(NAD 83)
 LF0274_MARKER: DB = BENCH MARK DISK
 LF0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0274_STAMPING: J 98 1935
 LF0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0274+STABILITY: SURFACE MOTION
 LF0274
 LF0274  HISTORY     - Date     Condition        Report By
 LF0274  HISTORY     - 1935     MONUMENTED       CGS
 LF0274  HISTORY     - 1949     GOOD             NGS
 LF0274
 LF0274                          STATION DESCRIPTION
 LF0274
 LF0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0274'AT ESSEX.
 LF0274'AT ESSEX, 105 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CHICAGO,
 LF0274'BURLINGTON AND QUINCY RAILWAY STATION AT ESSEX, 66 FEET WEST OF
 LF0274'THE CENTER LINE OF IOWA STATE HIGHWAY 48, 23.4 FEET SOUTH OF A
 LF0274'TELEPHONE POLE, 21 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 LF0274'1.3 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 LF0274'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0451 ***********************************************************************
 MJ0451  DESIGNATION -  J 99
 MJ0451  PID         -  MJ0451
 MJ0451  STATE/COUNTY-  IA/CASS
 MJ0451  USGS QUAD   -  LEWIS (1971)
 MJ0451
 MJ0451                         *CURRENT SURVEY CONTROL
 MJ0451  ___________________________________________________________________
 MJ0451* NAD 83(1986)-  41 20 48.     (N)    095 03 41.     (W)     SCALED    
 MJ0451* NAVD 88     -       348.831  (meters)    1144.46   (feet)  ADJUSTED  
 MJ0451  ___________________________________________________________________
 MJ0451  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 MJ0451  DYNAMIC HT  -         348.700 (meters)    1144.03  (feet)  COMP
 MJ0451  MODELED GRAV-     980,237.3   (mgal)                       NAVD 88
 MJ0451
 MJ0451  VERT ORDER  -  SECOND    CLASS 0
 MJ0451
 MJ0451.The horizontal coordinates were scaled from a topographic map and have
 MJ0451.an estimated accuracy of +/- 6 seconds.
 MJ0451
 MJ0451.The orthometric height was determined by differential leveling
 MJ0451.and adjusted by the National Geodetic Survey in June 1991..
 MJ0451
 MJ0451.The geoid height was determined by GEOID03.
 MJ0451
 MJ0451.The dynamic height is computed by dividing the NAVD 88
 MJ0451.geopotential number by the normal gravity value computed on the
 MJ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0451.degrees latitude (g = 980.6199 gals.).
 MJ0451
 MJ0451.The modeled gravity was interpolated from observed gravity values.
 MJ0451
 MJ0451;                    North         East    Units  Estimated Accuracy
 MJ0451;SPC IA S     -   150,720.      369,340.      MT  (+/- 180 meters Scaled)
 MJ0451
 MJ0451                          SUPERSEDED SURVEY CONTROL
 MJ0451
 MJ0451  NGVD 29 (??/??/92)  348.763  (m)         1144.23   (f) ADJ UNCH    2 0
 MJ0451
 MJ0451.Superseded values are not recommended for survey control.
 MJ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0451.See file dsdata.txt to determine how the superseded data were derived.
 MJ0451
 MJ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF275792(NAD 83)
 MJ0451_MARKER: DB = BENCH MARK DISK
 MJ0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0451_SP_SET: CULVERT
 MJ0451_STAMPING: J 99 1935
 MJ0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0451
 MJ0451  HISTORY     - Date     Condition        Report By
 MJ0451  HISTORY     - 1935     MONUMENTED       CGS
 MJ0451
 MJ0451                          STATION DESCRIPTION
 MJ0451
 MJ0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0451'4.9 MI S FROM LEWIS.
 MJ0451'4.9 MILES SOUTH ALONG U.S. HIGHWAY 6, FROM THE COURTHOUSE AT
 MJ0451'ATLANTIC, CASS COUNTY, 20 FEET WEST OF THE CENTERLINE, A 10
 MJ0451'FOOT CONCRETE CULVERT, IN THE TOP OF THE NORTHWEST HEADWALL
 MJ0451'CORNER OF THE NORTHWEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1207 ***********************************************************************
 MJ1207  DESIGNATION -  J WILCOX AND SON GRNHSE CO STK
 MJ1207  PID         -  MJ1207
 MJ1207  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1207  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ1207
 MJ1207                         *CURRENT SURVEY CONTROL
 MJ1207  ___________________________________________________________________
 MJ1207* NAD 83(1996)-  41 13 05.10214(N)    095 50 46.53221(W)     ADJUSTED  
 MJ1207* NAVD 88     -                                                        
 MJ1207  ___________________________________________________________________
 MJ1207  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 MJ1207  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 MJ1207
 MJ1207  HORZ ORDER  -  THIRD
 MJ1207
 MJ1207.The horizontal coordinates were established by classical geodetic methods
 MJ1207.and adjusted by the National Geodetic Survey in May 1999..
 MJ1207
 MJ1207
 MJ1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1207
 MJ1207.The geoid height was determined by GEOID03.
 MJ1207
 MJ1207;                    North         East     Units Scale Factor Converg.
 MJ1207;SPC IA S     -   137,919.749   303,283.170   MT  0.99994841   -1 32 43.7
 MJ1207;SPC NE       -   162,105.643   848,072.839   MT  0.99967114   +2 45 09.6
 MJ1207;UTM  15      - 4,566,873.659   261,402.912   MT  1.00030069   -1 52 34.9
 MJ1207
 MJ1207                          SUPERSEDED SURVEY CONTROL
 MJ1207
 MJ1207  NAD 83(1996)-  41 13 05.10206(N)    095 50 46.53208(W) AD(       ) 4
 MJ1207  NAD 83(1986)-  41 13 05.10979(N)    095 50 46.53197(W) AD(       ) 4
 MJ1207  NAD 27      -  41 13 04.94000(N)    095 50 45.51000(W) AD(       ) 3
 MJ1207
 MJ1207.Superseded values are not recommended for survey control.
 MJ1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1207.See file dsdata.txt to determine how the superseded data were derived.
 MJ1207
 MJ1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6140366874(NAD 83)
 MJ1207_MARKER: 63 = STACK
 MJ1207
 MJ1207  HISTORY     - Date     Condition        Report By
 MJ1207  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1207
 MJ1207                          STATION DESCRIPTION
 MJ1207
 MJ1207'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1241 ***********************************************************************
 MJ1241  DESIGNATION -  J WILCOX GREENHOUSES TALL STK
 MJ1241  PID         -  MJ1241
 MJ1241  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1241  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1241
 MJ1241                         *CURRENT SURVEY CONTROL
 MJ1241  ___________________________________________________________________
 MJ1241* NAD 83(1996)-  41 16 18.92153(N)    095 49 57.44039(W)     ADJUSTED  
 MJ1241* NAVD 88     -                                                        
 MJ1241  ___________________________________________________________________
 MJ1241  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 MJ1241  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 MJ1241
 MJ1241  HORZ ORDER  -  THIRD
 MJ1241
 MJ1241.The horizontal coordinates were established by classical geodetic methods
 MJ1241.and adjusted by the National Geodetic Survey in May 1999..
 MJ1241
 MJ1241
 MJ1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1241
 MJ1241.The geoid height was determined by GEOID03.
 MJ1241
 MJ1241;                    North         East     Units Scale Factor Converg.
 MJ1241;SPC IA S     -   143,865.798   304,586.545   MT  0.99994914   -1 32 11.4
 MJ1241;SPC NE       -   168,130.966   848,926.671   MT  0.99966689   +2 45 42.1
 MJ1241;UTM  15      - 4,572,814.125   262,741.171   MT  1.00029284   -1 52 09.7
 MJ1241
 MJ1241                          SUPERSEDED SURVEY CONTROL
 MJ1241
 MJ1241  NAD 83(1996)-  41 16 18.92147(N)    095 49 57.44024(W) AD(       ) 4
 MJ1241  NAD 83(1986)-  41 16 18.93070(N)    095 49 57.44078(W) AD(       ) 4
 MJ1241  NAD 27      -  41 16 18.94000(N)    095 49 56.40000(W) AD(       ) 3
 MJ1241
 MJ1241.Superseded values are not recommended for survey control.
 MJ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1241.See file dsdata.txt to determine how the superseded data were derived.
 MJ1241
 MJ1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6274172814(NAD 83)
 MJ1241_MARKER: 63 = STACK
 MJ1241
 MJ1241  HISTORY     - Date     Condition        Report By
 MJ1241  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1241
 MJ1241                          STATION DESCRIPTION
 MJ1241
 MJ1241'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0867 ***********************************************************************
 LD0867  CBN         -  This is a Cooperative Base Network Control Station.
 LD0867  DESIGNATION -  JACKSON
 LD0867  PID         -  LD0867
 LD0867  STATE/COUNTY-  IA/HENRY
 LD0867  USGS QUAD   -  SALEM (1981)
 LD0867
 LD0867                         *CURRENT SURVEY CONTROL
 LD0867  ___________________________________________________________________
 LD0867* NAD 83(1996)-  40 52 20.17781(N)    091 35 51.85867(W)     ADJUSTED  
 LD0867* NAVD 88     -       218.5    (meters)     717.     (feet)  GPS OBS   
 LD0867  ___________________________________________________________________
 LD0867  X           -    -134,671.650 (meters)                     COMP
 LD0867  Y           -  -4,828,147.363 (meters)                     COMP
 LD0867  Z           -   4,151,828.927 (meters)                     COMP
 LD0867  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 LD0867  ELLIP HEIGHT-         185.41  (meters)          (06/15/04) GPS OBS
 LD0867  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LD0867
 LD0867  HORZ ORDER  -  B
 LD0867  ELLP ORDER  -  FOURTH    CLASS I
 LD0867
 LD0867.The horizontal coordinates were established by GPS observations
 LD0867.and adjusted by the National Geodetic Survey in August 1997..
 LD0867
 LD0867.The orthometric height was determined by GPS observations and a
 LD0867.high-resolution geoid model.
 LD0867
 LD0867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0867
 LD0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0867
 LD0867.The ellipsoidal height was determined by GPS observations
 LD0867.and is referenced to NAD 83.
 LD0867
 LD0867.The geoid height was determined by GEOID03.
 LD0867
 LD0867;                    North         East     Units Scale Factor Converg.
 LD0867;SPC IA S     -    98,617.470   660,337.251   MT  0.99996473   +1 15 10.9
 LD0867;UTM  15      - 4,525,524.450   618,161.427   MT  0.99977185   +0 55 03.8
 LD0867
 LD0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0867!SPC IA S     -   0.99997092  x   0.99996473  =   0.99993565
 LD0867!UTM  15      -   0.99997092  x   0.99977185  =   0.99974277
 LD0867
 LD0867:                Primary Azimuth Mark                     Grid Az
 LD0867:SPC IA S     -  MT PLEASANT MUNICIPAL TANK               017 25 47.7
 LD0867:UTM  15      -  MT PLEASANT MUNICIPAL TANK               017 45 54.8
 LD0867
 LD0867|---------------------------------------------------------------------|
 LD0867| PID    Reference Object                     Distance      Geod. Az  |
 LD0867|                                                           dddmmss.s |
 LD0867| LD0864 MT PLEASANT MUNICIPAL TANK          APPROX.11.0 KM 0184058.6 |
 LD0867| LD0860 MT PLEASANT ALPHONUS CATH CH        APPROX.10.4 KM 0190819.0 |
 LD0867| LD0862 MT PLEASANT CITY LT PLT N STK       APPROX.11.8 KM 0192321.7 |
 LD0867| LD0858 MT PLEASANT CITY LT PLT S STK       APPROX.11.8 KM 0192709.3 |
 LD0867| LD0863 MT PLEASANT SHEAFFER PEN CO TK      APPROX.11.8 KM 0203219.6 |
 LD0867| CL9601 JACKSON RM 1                         30.955 METERS 09116     |
 LD0867| LD0868 ST PAUL ST JAMES CATH CH SPIRE      APPROX.13.3 KM 1491653.2 |
 LD0867| CL9600 JACKSON AZ MK                                      1822455.3 |
 LD0867| CL9602 JACKSON RM 2                         41.838 METERS 21615     |
 LD0867| LD0866 SALEM MUNICIPAL TANK                APPROX. 2.7 KM 2240650.1 |
 LD0867|---------------------------------------------------------------------|
 LD0867
 LD0867                          SUPERSEDED SURVEY CONTROL
 LD0867
 LD0867  ELLIP H (08/25/97)  185.45   (m)                       GP(       ) 4 1
 LD0867  NAD 83(1986)-  40 52 20.18585(N)    091 35 51.87145(W) AD(       ) 1
 LD0867  NAD 27      -  40 52 20.08220(N)    091 35 51.31110(W) AD(       ) 1
 LD0867
 LD0867.Superseded values are not recommended for survey control.
 LD0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0867.See file dsdata.txt to determine how the superseded data were derived.
 LD0867
 LD0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF1816125524(NAD 83)
 LD0867_MARKER: DS = TRIANGULATION STATION DISK
 LD0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0867_STAMPING: JACKSON 1955
 LD0867_MARK LOGO: CGS   
 LD0867_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0867+STABILITY: SURFACE MOTION
 LD0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0867+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1996
 LD0867
 LD0867  HISTORY     - Date     Condition        Report By
 LD0867  HISTORY     - 1955     MONUMENTED       CGS
 LD0867  HISTORY     - 19960919 GOOD             IADT
 LD0867
 LD0867                          STATION DESCRIPTION
 LD0867
 LD0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0867'THE STATION IS LOCATED IN AN EAST-WEST FENCE LINE BETWEEN
 LD0867'SECTIONS 7 AND 18 IN T 70 N, R 6 W.  IT IS ABOUT 7 MILES
 LD0867'AIRLINE SOUTH-SOUTHWEST OF MT. PLEASANT AND 2 MILES AIRLINE
 LD0867'NORTHEAST OF SALEM.
 LD0867'
 LD0867'TO REACH FROM THE HENRY COUNTY COURT HOUSE IN MT. PLEASANT,
 LD0867'GO SOUTH ON STATE HIGHWAY 218 FOR 5.4 MILES TO A T-ROAD
 LD0867'RIGHT AT THE TOP OF A LONG GRADE.  TURN RIGHT AND GO WESTERLY
 LD0867'ON GRAVEL ROAD FOR 1.8 MILES TO A T-INTERSECTION.  TURN
 LD0867'LEFT AND GO SOUTH FOR 1.2 MILES TO A T-ROAD RIGHT AND THE STATION
 LD0867'IN THE FENCE LINE ON THE LEFT.
 LD0867'
 LD0867'THE STATION MARK IS A STANDARD DISK STAMPED JACKSON 1955,
 LD0867'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 LD0867'PROJECTS 2 INCHES.  IT IS 108 FEET EAST OF THE CENTER LINE
 LD0867'OF THE GRAVEL ROAD, 75 FEET EAST OF A NORTH-SOUTH FENCE LINE,
 LD0867'AND 4 FEET EAST OF A STANDARD WITNESS POST.
 LD0867'
 LD0867'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED JACKSON
 LD0867'NO 1 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LD0867'THAT PROJECTS 1 INCH.  IT IS 10 INCHES SOUTH OF A FENCE LINE
 LD0867'AND AT THE SAME ELEVATION AS THE STATION.
 LD0867'
 LD0867'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED JACKSON
 LD0867'NO 2 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 LD0867'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 33 FEET EAST OF THE
 LD0867'CENTER LINE OF THE GRAVEL ROAD, 1 FOOT WEST OF A FENCE LINE,
 LD0867'AND AT THE SAME ELEVATION AS THE STATION.
 LD0867'
 LD0867'THE AZIMUTH MARK IS LOCATED ALONG THE EAST SIDE OF A GRAVEL
 LD0867'ROAD, 200 FEET EAST-NORTHEAST OF A LARGE BRICK FARMHOUSE.
 LD0867'THE MARK IS A STANDARD DISK STAMPED JACKSON 1955, SET IN
 LD0867'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 LD0867'2 INCHES.  IT IS 36 FEET EAST OF THE CENTER LINE OF THE
 LD0867'GRAVEL ROAD, 30 FEET NORTH OF A WOODEN GATE, AND 1 FOOT
 LD0867'WEST OF A FENCE LINE.  TO REACH FROM THE STATION, GO SOUTH
 LD0867'ON GRAVEL ROAD FOR 0.4 MILE TO LARGE BRICK FARMHOUSE ON THE
 LD0867'RIGHT AND THE AZIMUTH MARK ON THE LEFT.
 LD0867
 LD0867                          STATION RECOVERY (1996)
 LD0867
 LD0867'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (AAW)
 LD0867'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD J 20
 LD0867'(JACKSON ROAD) AND SOUTH MAIN STREET IN THE TOWN OF SALEM, GO NORTH ON
 LD0867'SOUTH MAIN, WHICH BECOMES COUNTY ROAD W 55 (FRANKLIN AVENUE) , FOR 1.2
 LD0867'MI (1.9 KM) TO 300TH STREET (GRAVEL) TO THE EAST.  TURN RIGHT AND GO
 LD0867'EAST ON 300TH STREET FOR 1.2 MI (1.9 KM) TO A T INTERSECTION WITH
 LD0867'FREMONT AVENUE (GRAVEL) .  THE STATION IS LOCATED 112 FT (34.1 M) EAST
 LD0867'OF THE CENTERLINE OF FREMONT AVE ALONG AN EAST-WEST FENCELINE. IT IS
 LD0867'81.5 FT (24.8 M) EAST OF A PINK STATE HARN SURVEY STATION SIGN LOCATED
 LD0867'AT THE WEST END OF THE EAST-WEST FENCE, AND 1 FT (0.3 M) NORTH OF THE
 LD0867'EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0621 ***********************************************************************
 NK0621  DESIGNATION -  JANSSEN ET
 NK0621  PID         -  NK0621
 NK0621  STATE/COUNTY-  IA/BUTLER
 NK0621  USGS QUAD   -  NASHUA (1971)
 NK0621
 NK0621                         *CURRENT SURVEY CONTROL
 NK0621  ___________________________________________________________________
 NK0621* NAD 83(1996)-  42 53 00.90156(N)    092 34 58.55318(W)     ADJUSTED  
 NK0621* NAVD 88     -       330.5    (meters)    1084.     (feet)  VERTCON   
 NK0621  ___________________________________________________________________
 NK0621  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 NK0621  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 NK0621
 NK0621  HORZ ORDER  -  SECOND
 NK0621
 NK0621.The horizontal coordinates were established by classical geodetic methods
 NK0621.and adjusted by the National Geodetic Survey in May 1999..
 NK0621
 NK0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0621
 NK0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0621
 NK0621.The geoid height was determined by GEOID03.
 NK0621
 NK0621;                    North         East     Units Scale Factor Converg.
 NK0621;SPC IA N     - 1,154,091.255 1,574,914.647   MT  0.99995245   +0 37 17.5
 NK0621;UTM  15      - 4,747,971.460   534,058.702   MT  0.99961427   +0 17 01.8
 NK0621
 NK0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0621!SPC IA N     -   0.99995310  x   0.99995245  =   0.99990555
 NK0621!UTM  15      -   0.99995310  x   0.99961427  =   0.99956739
 NK0621
 NK0621|---------------------------------------------------------------------|
 NK0621| PID    Reference Object                     Distance      Geod. Az  |
 NK0621|                                                           dddmmss.s |
 NK0621| CI5758 JANSSEN ET RM 1                      16.152 METERS 08813     |
 NK0621| CI5759 JANSSEN ET RM 2                      14.813 METERS 26908     |
 NK0621| CI7195 ST JOHNS UNITED C OF C SPIRE                       3015129.5 |
 NK0621|---------------------------------------------------------------------|
 NK0621
 NK0621                          SUPERSEDED SURVEY CONTROL
 NK0621
 NK0621  NAD 83(1996)-  42 53 00.90156(N)    092 34 58.55317(W) AD(       ) 2
 NK0621  NAD 83(1986)-  42 53 00.89599(N)    092 34 58.54913(W) AD(       ) 2
 NK0621  NAD 27      -  42 53 00.97752(N)    092 34 57.86950(W) AD(       ) 2
 NK0621  NGVD 29 (07/19/86)  330.5    (m)         1084.     (f) VERT ANG       
 NK0621
 NK0621.Superseded values are not recommended for survey control.
 NK0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0621.See file dsdata.txt to determine how the superseded data were derived.
 NK0621
 NK0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3405947971(NAD 83)
 NK0621_MARKER: DD = SURVEY DISK
 NK0621_SETTING: 0 = UNSPECIFIED SETTING
 NK0621
 NK0621  HISTORY     - Date     Condition        Report By
 NK0621  HISTORY     - 1969     MONUMENTED       USGS
 NK0621
 NK0621                          STATION DESCRIPTION
 NK0621
 NK0621'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JEK)
 NK0621'THE STATION IS ABOUT 4.9 MI SSW. OF NASHUA, ABOUT 300 FT E. OF
 NK0621'CENTER OF SEC. 11, T. 94 N., R. 15 W., ALONG A FENCE LINE BETWEEN
 NK0621'TWO CULTIVATED FIELDS ON A HIGH HILL.
 NK0621'
 NK0621'TO REACH FROM THE JCT. OF ST. HWY. 346 AND U.S. HWY. 218 AT NASHUA,
 NK0621'GO S. ON U.S. HWY. 218 FOR 4.4 MI TO A T-RD. W., TURN RIGHT AND
 NK0621'GO W. FOR 1.4 MI TO A CROSSROADS, TURN LEFT AND GO S. FOR 0.45
 NK0621'MI TO A FARMHOUSE ON THE RIGHT, TURN RIGHT AND GO W. THROUGH
 NK0621'FARMYARD AND FOLLOW FARM TRAIL W. FOR 0.4 MI TO THE END OF THE
 NK0621'TRAIL, CONTINUE SW. THROUGH CULTIVATED FIELD FOR ABOUT 0.1 MI TO
 NK0621'SUMMIT OF HILL AND THE STATION ON THE N. SIDE OF AN E.-W.
 NK0621'FENCE.
 NK0621'
 NK0621'STATION MARK, STAMPED ET JANSSEN 1969 IS 279 FT E. OF A
 NK0621'CROSS-FENCE, 0.5 FT N. OF AN E.-W. FENCE LINE, 0.5 FT N. OF A
 NK0621'USGS WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 NK0621'
 NK0621'REFERENCE MARK NO. 1, STAMPED JANSSEN NO 1 1969 IS E. OF THE
 NK0621'STATION, 332 FT E. OF A CROSS-FENCE, 1.0 FT N. OF AN E.-W. FENCE
 NK0621'LINE.  THE MARK IS FLUSH WITH THE GROUND.
 NK0621'
 NK0621'REFERENCE MARK NO. 2, STAMPED JANSSEN NO. 2 1969 IS W. OF THE
 NK0621'STATION, 231 FT E. OF A CROSS-FENCE, 1.0 FT N. OF AN E.-W. FENCE
 NK0621'LINE.  THE MARK IS FLUSH WITH THE GROUND.
 NK0621'
 NK0621'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE
 NK0621'STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED RODS CENTERED IN
 NK0621'6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL TO WITHIN
 NK0621'1 IN. OF CAP.
 NK0621'
 NK0621'NO AZIMUTH MARK WAS SET.
 NK0621'
 NK0621'REFERENCE AZIMUTH USED - ST. JOHNS UNITED CHURCH OF CHRIST SPIRE
 NK0621'
 NK0621'ST. JOHNS UNITED CHURCH OF CHRIST SPIRE BUILT OF WOOD, PAINTED
 NK0621'WHITE, IN 1919, TS. 93 AND 94 N., R. 15 W., 75 FT S. AND 75 FT
 NK0621'W. OF THE COR. OF SECS. 4, 5, 32 AND 33.
 NK0621'
 NK0621'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0917 ***********************************************************************
 NL0917  DESIGNATION -  JEFFPORT
 NL0917  PID         -  NL0917
 NL0917  STATE/COUNTY-  IA/GREENE
 NL0917  USGS QUAD   -  JEFFERSON EAST (1986)
 NL0917
 NL0917                         *CURRENT SURVEY CONTROL
 NL0917  ___________________________________________________________________
 NL0917* NAD 83(1996)-  42 00 38.51990(N)    094 20 36.57982(W)     ADJUSTED  
 NL0917* NAVD 88     -       316.7    (meters)    1039.     (feet)  VERTCON   
 NL0917  ___________________________________________________________________
 NL0917  X           -    -359,473.307 (meters)                     COMP
 NL0917  Y           -  -4,732,786.886 (meters)                     COMP
 NL0917  Z           -   4,246,680.910 (meters)                     COMP
 NL0917  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 NL0917  ELLIP HEIGHT-         289.77  (meters)          (05/06/99) GPS OBS
 NL0917  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 NL0917
 NL0917  HORZ ORDER  -  THIRD
 NL0917  ELLP ORDER  -  FOURTH    CLASS I
 NL0917
 NL0917.This mark is at Jefferson Municipal Airport (EFW)
 NL0917
 NL0917.The horizontal coordinates were established by GPS observations
 NL0917.and adjusted by the National Geodetic Survey in May 1999..
 NL0917
 NL0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0917
 NL0917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0917
 NL0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0917
 NL0917.The ellipsoidal height was determined by GPS observations
 NL0917.and is referenced to NAD 83.
 NL0917
 NL0917.The geoid height was determined by GEOID03.
 NL0917
 NL0917;                    North         East     Units Scale Factor Converg.
 NL0917;SPC IA N     - 1,057,075.493 1,430,127.972   MT  1.00001063   -0 34 18.0
 NL0917;UTM  15      - 4,651,837.236   388,752.550   MT  0.99975228   -0 53 57.3
 NL0917
 NL0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0917!SPC IA N     -   0.99995455  x   1.00001063  =   0.99996518
 NL0917!UTM  15      -   0.99995455  x   0.99975228  =   0.99970685
 NL0917
 NL0917:                Primary Azimuth Mark                     Grid Az
 NL0917:SPC IA N     -  JEFFPORT AZ MK                           143 55 30.0
 NL0917:UTM  15      -  JEFFPORT AZ MK                           144 15 09.3
 NL0917
 NL0917|---------------------------------------------------------------------|
 NL0917| PID    Reference Object                     Distance      Geod. Az  |
 NL0917|                                                           dddmmss.s |
 NL0917| NL0918 JEFFPORT AZ MK                      490.655 METERS 1432112.0 |
 NL0917|---------------------------------------------------------------------|
 NL0917
 NL0917                          SUPERSEDED SURVEY CONTROL
 NL0917
 NL0917  NAD 83(1986)-  42 00 38.52324(N)    094 20 36.58023(W) AD(       ) 3
 NL0917  NGVD 29 (07/09/90)  316.7    (m)         1039.     (f) GPS OBS        
 NL0917
 NL0917.Superseded values are not recommended for survey control.
 NL0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0917.See file dsdata.txt to determine how the superseded data were derived.
 NL0917
 NL0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG8875351837(NAD 83)
 NL0917_MARKER: I = METAL ROD
 NL0917_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NL0917_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NL0917_STAMPING: JEFFPORT 1989
 NL0917_MARK LOGO: NGS   
 NL0917_PROJECTION: FLUSH
 NL0917_MAGNETIC: I = MARKER IS A STEEL ROD
 NL0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0917+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NL0917_ROD/PIPE-DEPTH: 8.5  meters
 NL0917_SLEEVE-DEPTH  : 0.91 meters
 NL0917
 NL0917  HISTORY     - Date     Condition        Report By
 NL0917  HISTORY     - 1989     MONUMENTED       NGS
 NL0917
 NL0917                          STATION DESCRIPTION
 NL0917
 NL0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NL0917'THE STATION IS LOCATED ABOUT 2.55 KM (1.60 MI) EAST OF JEFFERSON, AT
 NL0917'THE JEFFERSON MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE ENTRANCE
 NL0917'RAMP AND RUNWAY.  OWNERSHIP--CITY OF JEFFERSON, JEFFERSON, IA 50129,
 NL0917'PHONE (515) 386-2451.  THE AIRPORT MANAGER IS JERRY STOTT.
 NL0917'TO REACH THE STATION FROM THE COURTHOUSE IN JEFFERSON, GO EAST ON
 NL0917'LINCOLNWAY STREET FOR 2.55 KM (1.60 MI) TO THE AIRPORT ENTRANCE ROAD
 NL0917'ON THE RIGHT.  TURN RIGHT, SOUTH, ON THE ENTRANCE ROAD TO THE APRON ON
 NL0917'THE RIGHT.  TURN RIGHT ONTO THE APRON AND BEAR LEFT ONTO THE ENTRANCE
 NL0917'RAMPAND CONTINUE TO THE STOP LINE ON THE ENTRANCE RAMP AND THE STATION
 NL0917'ON THE RIGHT.
 NL0917'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NL0917'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NL0917'SURROUNDED BY CONCRETE.  LOCATED 20.6 M (67.6 FT) NORTHEAST OF THE
 NL0917'CENTER OF THE RUNWAY, 16.1 M (52.8 FT) WEST OF THE CENTER OF THE
 NL0917'ENTRANCE RAMP, 8.3 M (27.2 FT) NORTH OF THE CURVED EDGE OF THE
 NL0917'ENTRANCE RAMP, 5.8 M (19.0 FT) EAST OF A RAMP LIGHT AND 7.5 M
 NL0917'(24.6 FT) EAST OF A FIBERGLASS WITNESS POST.
 NL0917'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NL0917'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0918 ***********************************************************************
 NL0918  DESIGNATION -  JEFFPORT AZ MK
 NL0918  PID         -  NL0918
 NL0918  STATE/COUNTY-  IA/GREENE
 NL0918  USGS QUAD   -  JEFFERSON EAST (1986)
 NL0918
 NL0918                         *CURRENT SURVEY CONTROL
 NL0918  ___________________________________________________________________
 NL0918* NAD 83(1996)-  42 00 25.76054(N)    094 20 23.85309(W)     ADJUSTED  
 NL0918* NAVD 88     -       317.2    (meters)    1041.     (feet)  VERTCON   
 NL0918  ___________________________________________________________________
 NL0918  X           -    -359,201.256 (meters)                     COMP
 NL0918  Y           -  -4,733,072.148 (meters)                     COMP
 NL0918  Z           -   4,246,388.716 (meters)                     COMP
 NL0918  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 NL0918  ELLIP HEIGHT-         290.27  (meters)          (05/06/99) GPS OBS
 NL0918  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 NL0918
 NL0918  HORZ ORDER  -  THIRD
 NL0918  ELLP ORDER  -  FOURTH    CLASS I
 NL0918
 NL0918.This mark is at Jefferson Municipal Airport (EFW)
 NL0918
 NL0918.The horizontal coordinates were established by GPS observations
 NL0918.and adjusted by the National Geodetic Survey in May 1999..
 NL0918
 NL0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0918
 NL0918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0918
 NL0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0918
 NL0918.The ellipsoidal height was determined by GPS observations
 NL0918.and is referenced to NAD 83.
 NL0918
 NL0918.The geoid height was determined by GEOID03.
 NL0918
 NL0918;                    North         East     Units Scale Factor Converg.
 NL0918;SPC IA N     - 1,056,678.919 1,430,416.895   MT  1.00001133   -0 34 09.4
 NL0918;UTM  15      - 4,651,439.119   389,039.126   MT  0.99975150   -0 53 48.6
 NL0918
 NL0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0918!SPC IA N     -   0.99995448  x   1.00001133  =   0.99996581
 NL0918!UTM  15      -   0.99995448  x   0.99975150  =   0.99970599
 NL0918
 NL0918:                Primary Azimuth Mark                     Grid Az
 NL0918:SPC IA N     -  JEFFPORT                                 323 55 29.9
 NL0918:UTM  15      -  JEFFPORT                                 324 15 09.1
 NL0918
 NL0918|---------------------------------------------------------------------|
 NL0918| PID    Reference Object                     Distance      Geod. Az  |
 NL0918|                                                           dddmmss.s |
 NL0918| NL0917 JEFFPORT                            490.655 METERS 3232120.5 |
 NL0918|---------------------------------------------------------------------|
 NL0918
 NL0918                          SUPERSEDED SURVEY CONTROL
 NL0918
 NL0918  NAD 83(1986)-  42 00 25.76389(N)    094 20 23.85352(W) AD(       ) 3
 NL0918  NGVD 29 (07/09/90)  317.1    (m)         1040.     (f) GPS OBS        
 NL0918
 NL0918.Superseded values are not recommended for survey control.
 NL0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0918.See file dsdata.txt to determine how the superseded data were derived.
 NL0918
 NL0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG8903951439(NAD 83)
 NL0918_MARKER: I = METAL ROD
 NL0918_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NL0918_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NL0918_STAMPING: JEFFPORT AZ MK 1989
 NL0918_MARK LOGO: NGS   
 NL0918_PROJECTION: FLUSH
 NL0918_MAGNETIC: I = MARKER IS A STEEL ROD
 NL0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0918+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NL0918_ROD/PIPE-DEPTH: 8.4  meters
 NL0918_SLEEVE-DEPTH  : 0.91 meters
 NL0918
 NL0918  HISTORY     - Date     Condition        Report By
 NL0918  HISTORY     - 1989     MONUMENTED       NGS
 NL0918
 NL0918                          STATION DESCRIPTION
 NL0918
 NL0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NL0918'THE STATION IS LOCATED ABOUT 2.55 KM (1.60 MI) EAST OF JEFFERSON, AT
 NL0918'THE JEFFERSON MUNICIPAL AIRPORT AND ON THE NORTHWEST SIDE OF THE
 NL0918'TURN-AROUND OF RUNWAY 32.  OWNERSHIP--CITY OF JEFFERSON, JEFFERSON, IA
 NL0918'50129, PHONE (515) 386-2451.  THE AIRPORT MANAGER IS JERRY STOTT.
 NL0918'TO REACH THE STATION FROM THE COURTHOUSE IN JEFFERSON, GO EAST ON
 NL0918'LINCOLNWAY STREET FOR 2.55 KM (1.60 MI) TO THE AIRPORT ENTRANCE ROAD
 NL0918'ON THE RIGHT.  TURN RIGHT, SOUTH, ON THE ENTRANCE ROAD TO THE APRON ON
 NL0918'THE RIGHT.  TURN RIGHT ONTO THE APRON AND BEAR LEFT ONTO THE ENTRANCE
 NL0918'RAMP TO THE JUNCTION OF THE RUNWAY.  TURN LEFT, SOUTHEAST, ONTO THE
 NL0918'RUNWAY FOR 0.45 KM (0.30 MI) TO THE STATION ON THE LEFT.
 NL0918'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NL0918'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NL0918'SURROUNDED BY CONCRETE.  LOCATED 16.0 M (52.5 FT) NORTHEAST OF THE
 NL0918'CENTER OF THE RUNWAY, 10.0 M (32.8 FT) WEST-NORTHWEST OF THE NORTH
 NL0918'CORNER OF THE TURN-AROUND AND 4.75 M (15.6 FT) NORTH OF THE JUNCTION
 NL0918'OF THE RUNWAY AND TURN-AROUND.
 NL0918'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NL0918'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0779 ***********************************************************************
 NJ0779  DESIGNATION -  JENSEN
 NJ0779  PID         -  NJ0779
 NJ0779  STATE/COUNTY-  IA/BUCHANAN
 NJ0779  USGS QUAD   -  QUASQUETON (1982)
 NJ0779
 NJ0779                         *CURRENT SURVEY CONTROL
 NJ0779  ___________________________________________________________________
 NJ0779* NAD 83(1996)-  42 25 18.43179(N)    091 49 33.00981(W)     ADJUSTED  
 NJ0779* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 NJ0779  ___________________________________________________________________
 NJ0779  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 NJ0779  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 NJ0779
 NJ0779  HORZ ORDER  -  FIRST
 NJ0779
 NJ0779.The horizontal coordinates were established by classical geodetic methods
 NJ0779.and adjusted by the National Geodetic Survey in May 1999..
 NJ0779
 NJ0779.The orthometric height was scaled from a topographic map.
 NJ0779
 NJ0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0779
 NJ0779.The geoid height was determined by GEOID03.
 NJ0779
 NJ0779;                    North         East     Units Scale Factor Converg.
 NJ0779;SPC IA N     - 1,103,752.608 1,637,770.731   MT  0.99995453   +1 08 04.8
 NJ0779;UTM  15      - 4,697,276.178   596,597.279   MT  0.99971480   +0 47 31.7
 NJ0779
 NJ0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0779!SPC IA N     -   0.99995967  x   0.99995453  =   0.99991420
 NJ0779!UTM  15      -   0.99995967  x   0.99971480  =   0.99967448
 NJ0779
 NJ0779|---------------------------------------------------------------------|
 NJ0779| PID    Reference Object                     Distance      Geod. Az  |
 NJ0779|                                                           dddmmss.s |
 NJ0779| CI5764 JENSEN RM 1                          27.709 METERS 02402     |
 NJ0779| NJ0766 WINTHROP MUNICIPAL TANK             APPROX. 9.7 KM 0512638.5 |
 NJ0779| CI5765 JENSEN RM 2                          36.073 METERS 13846     |
 NJ0779| NJ0780 WALKER MUNICIPAL TANK               APPROX.15.4 KM 1655457.6 |
 NJ0779| CI5763 JENSEN AZ MK                                       1982252.8 |
 NJ0779| NK0519 JESUP MUNICIPAL TANK                APPROX.20.4 KM 2873054.5 |
 NJ0779| NJ0785 INDEPENDENCE ST HOSP TALL STK       APPROX. 9.2 KM 2950308.3 |
 NJ0779| NJ0784 INDEPENDENCE ST HOSP SHORT STK      APPROX. 9.2 KM 2951201.6 |
 NJ0779| NJ0788 INDEPENDENCE CITY WTR WORK STK      APPROX. 7.8 KM 3125239.6 |
 NJ0779| NJ0783 INDEPENDENCE ST JOHNS T SPIRE       APPROX. 7.5 KM 3152222.5 |
 NJ0779| NJ0786 INDEPENDENCE ST JOHNS S SPIRE       APPROX. 7.5 KM 3152643.0 |
 NJ0779| NJ0782 INDEPENDENCE MUNICIPAL TANK         APPROX. 7.4 KM 3163256.2 |
 NJ0779|---------------------------------------------------------------------|
 NJ0779
 NJ0779                          SUPERSEDED SURVEY CONTROL
 NJ0779
 NJ0779  NAD 83(1996)-  42 25 18.42911(N)    091 49 33.00891(W) AD(       ) 1
 NJ0779  NAD 83(1986)-  42 25 18.42575(N)    091 49 33.01132(W) AD(       ) 1
 NJ0779  NAD 27      -  42 25 18.47600(N)    091 49 32.38800(W) AD(       ) 1
 NJ0779
 NJ0779.Superseded values are not recommended for survey control.
 NJ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0779.See file dsdata.txt to determine how the superseded data were derived.
 NJ0779
 NJ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG9659797276(NAD 83)
 NJ0779_MARKER: DS = TRIANGULATION STATION DISK
 NJ0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0779_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NJ0779_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NJ0779
 NJ0779  HISTORY     - Date     Condition        Report By
 NJ0779  HISTORY     - 1934     MONUMENTED       CGS
 NJ0779  HISTORY     - 1980     GOOD             NGS
 NJ0779
 NJ0779                          STATION DESCRIPTION
 NJ0779
 NJ0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0779'STATION IS ABOUT 4.5 MILES SE OF INDEPENDENCE AND 6 MILES
 NJ0779'W OF WINTHROP, IN THE SW 1/4, SEC. 19, T 88 N, R 8 W, ON
 NJ0779'LAND OWNED AND OCCUPIED BY HARRY JENSEN.  THE STATION MARK IS
 NJ0779'ABOUT 75 YARDS NE OF MR. JENSENS HOUSE, ON TOP OF PROMINENT
 NJ0779'HILL.  30 FEET W OF FENCE LINE.  42 FEET S OF FENCE LINE
 NJ0779'(S EDGE OF GARDEN).  32 FEET N OF A DOUBLE BASSWOOD TREE,
 NJ0779'AND PROJECTS 8 INCHES.
 NJ0779'
 NJ0779'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NJ0779'BRONZE DISKS SET IN CONCRETE.
 NJ0779'
 NJ0779'REFERENCE MARK NO. 1 IS NE OF THE STATION.  1 FOOT W OF FENCE
 NJ0779'LINE.  (E EDGE OF GARDEN).  45 FEET N OF FENCE CORNER, AND
 NJ0779'PROJECTS 8 INCHES.
 NJ0779'
 NJ0779'REFERENCE MARK NO. 2 IS SE OF THE STATION.  1 FOOT N OF FENCE
 NJ0779'LINE.  50 FEET E OF FENCE CORNER, AND PROJECTS 5 INCHES.
 NJ0779'
 NJ0779'AZIMUTH MARK IS SSW OF THE STATION AT CURVE TO THE E, 22
 NJ0779'FEET E OF THE CENTER LINE OF ROAD.  24 FEET N OF CENTER LINE OF
 NJ0779'ROAD.  12 FEET N OF FENCE CORNER.  1 FOOT E OF FENCE LINE AND
 NJ0779'PROJECTS 5 INCHES.
 NJ0779'
 NJ0779'TO REACH FROM INDEPENDENCE, GO E ON U.S. HIGHWAY 20 FOR 2.0
 NJ0779'MILES.  FROM ITS INTERSECTION WITH STATE HIGHWAY 11, TO CROSSROADS,
 NJ0779'THEN S ON WINDING ROAD 2.75 MILES TO FORK.  TAKE RIGHT FORK
 NJ0779'1.0 MILE TO JENSENS HOUSE ON THE E.
 NJ0779'
 NJ0779'ALL LIGHTS CAME INTO VIEW AT 45 FEET.
 NJ0779
 NJ0779                          STATION RECOVERY (1980)
 NJ0779
 NJ0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 NJ0779'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION, 24 INCHES
 NJ0779'BELOW THE GROUND SURFACE.  REFERENCE MARKS 1 AND 2 WERE FOUND LYING ON
 NJ0779'TOP OF THE GROUND.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 NJ0779'FOUND.  THE POSITION OF THE UNDERGROUND MARK WAS HELD AND A NEW
 NJ0779'UNDERGROUND MARK WAS SET DIRECTLY BELOW THIS POINT, 48 INCHES BELOW
 NJ0779'THE GROUND SURFACE.  A NEW SURFACE MARK WAS SET AND LEFT 15 INCHES
 NJ0779'BELOW THE GROUND SURFACE TO ALLOW FOR FARMING OPERATIONS.  REFERENCE
 NJ0779'MARKS 3 AND 4 WERE SET.  THERE IS NO SUITABLE LOCATION FOR AN
 NJ0779'AZIMUTH MARK, DUE TO TREES AND FARM BUILDINGS.  A COMPLETE AND NEW
 NJ0779'DESCRIPTION FOLLOWS.
 NJ0779'
 NJ0779'THE STATION IS ABOUT 6 MILES SOUTHWEST OF WINTHROP, 4-1/2 MILES
 NJ0779'SOUTHEAST OF INDEPENDENCE, 2-1/2 MILES SOUTH OF U.S. HIGHWAY 20, IN
 NJ0779'THE SW 1/4, SEC 19, T88N, R8W AND IN A CULTIVATED FIELD, ABOUT 150
 NJ0779'YARDS NORTHEAST OF A FARM HOUSE AND ON PROPERTY OWNED BY LEONARD
 NJ0779'DAVIS, ROUTE 2, INDEPENDENCE, IOWA 50644, TELEPHONE 334-4439.
 NJ0779'
 NJ0779'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 150 AND THE
 NJ0779'BUSINESS ROUTE OF U.S. HIGHWAY 20, 1ST STREET EAST AND 3RD AVENUE
 NJ0779'NORTHEAST, IN INDEPENDENCE, GO EAST ON 1ST STREET EAST FOR 2.0 MILES
 NJ0779'TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO SOUTHERLY ON THE GRAVELED
 NJ0779'ROAD FOR 1.2 MILES TO A BRIDGE OVER U.S. HIGHWAY 20.  CONTINUE SOUTH
 NJ0779'FOR 1.55 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTH ON
 NJ0779'A GRAVELED ROAD FOR 1.0 MILE TO THE STATIN ON THE LEFT, ON TOP OF THE
 NJ0779'PROMINENT HILL AND NORTHEAST OF THE FARM HOUSE OF LEONARD DAVIS.
 NJ0779'
 NJ0779'STATION MARKS ARE STANDARD DISKS, STAMPED---JENSEN 1934 1980---.  THE
 NJ0779'SURFACE DISK IS SET IN A ROUND CONCRETE POST THAT IS 15 INCHES BELOW
 NJ0779'THE GROUND SURFACE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 NJ0779'OF CONCRETE, 48 INCHES BELOW THE GROUND SURFACE.  THE MARKS ARE 88.3
 NJ0779'FEET NORTHWEST OF A WITNESS POST, 83.0 FEET NORTH OF A FENCE AND BRUSH
 NJ0779'LINE AND 54.8 FEET EAST OF A WITNESS POST IN AN OLD FENCE LINE AND
 NJ0779'BRUSH LINE.  REBAR WAS PLACED IN BOTH MARKS.
 NJ0779'
 NJ0779'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---JENSEN 1934 NO 3
 NJ0779'1980---SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3
 NJ0779'INCHES.  IT IS 36 FEET WEST OF A WASH, 1.5 FEET EAST OF A WITNESS
 NJ0779'POST, 1.0 FOOT NORTH OF A FENCE AND IN THE BRUSH LINE SOUTH OF THE
 NJ0779'STATION AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 NJ0779'
 NJ0779'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---JENSEN 1934 NO 4
 NJ0779'1980---SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4
 NJ0779'INCHES.  IT IS 1.5 FEET SOUTH OF A WITNESS POST, 0.5 FEET EAST OF AN
 NJ0779'OLD FENCE LINE AND BRUSH LINE, AND AT THE EAST EDGE OF A MOWN GRASSY
 NJ0779'AREA WEST OF THE STATION AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 NJ0779'
 NJ0779'REBAR WAS PLACED IN BOTH REFERENCE MARKS ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0521 ***********************************************************************
 NK0521  DESIGNATION -  JESUP
 NK0521  PID         -  NK0521
 NK0521  STATE/COUNTY-  IA/BUCHANAN
 NK0521  USGS QUAD   -  JESUP (1971)
 NK0521
 NK0521                         *CURRENT SURVEY CONTROL
 NK0521  ___________________________________________________________________
 NK0521* NAD 83(1996)-  42 29 57.05168(N)    092 03 44.22095(W)     ADJUSTED  
 NK0521* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 NK0521  ___________________________________________________________________
 NK0521  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 NK0521  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 NK0521
 NK0521  HORZ ORDER  -  FIRST
 NK0521
 NK0521.The horizontal coordinates were established by classical geodetic methods
 NK0521.and adjusted by the National Geodetic Survey in May 1999..
 NK0521
 NK0521.The orthometric height was scaled from a topographic map.
 NK0521
 NK0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0521
 NK0521.The geoid height was determined by GEOID03.
 NK0521
 NK0521;                    North         East     Units Scale Factor Converg.
 NK0521;SPC IA N     - 1,111,989.972 1,618,168.765   MT  0.99994967   +0 58 27.9
 NK0521;UTM  15      - 4,705,628.120   577,049.842   MT  0.99967304   +0 38 00.7
 NK0521
 NK0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0521!SPC IA N     -   0.99995607  x   0.99994967  =   0.99990574
 NK0521!UTM  15      -   0.99995607  x   0.99967304  =   0.99962912
 NK0521
 NK0521:                Primary Azimuth Mark                     Grid Az
 NK0521:SPC IA N     -  FAIRBANK MUNICIPAL TANK                  002 54 48.5
 NK0521:UTM  15      -  FAIRBANK MUNICIPAL TANK                  003 15 15.7
 NK0521
 NK0521|---------------------------------------------------------------------|
 NK0521| PID    Reference Object                     Distance      Geod. Az  |
 NK0521|                                                           dddmmss.s |
 NK0521| NK0480 FAIRBANK MUNICIPAL TANK             APPROX.15.6 KM 0035316.4 |
 NK0521| CI5769 JESUP RM 1                           27.246 METERS 03852     |
 NK0521| CI5771 JESUP RM 3                           21.565 METERS 08404     |
 NK0521| NJ0790 INDEPENDENCE HW CARMICHAEL STK      APPROX.14.2 KM 0993417.5 |
 NK0521| NJ0789 INDEPENDENCE ST JOSEPHS CH          APPROX.14.2 KM 1013553.7 |
 NK0521| NJ0782 INDEPENDENCE MUNICIPAL TANK         APPROX.14.7 KM 1023656.1 |
 NK0521| NJ0786 INDEPENDENCE ST JOHNS S SPIRE       APPROX.14.5 KM 1024951.0 |
 NK0521| NJ0783 INDEPENDENCE ST JOHNS T SPIRE       APPROX.14.5 KM 1025031.1 |
 NK0521| NJ0788 INDEPENDENCE CITY WTR WORK STK      APPROX.14.1 KM 1032125.0 |
 NK0521| NJ0784 INDEPENDENCE ST HOSP SHORT STK      APPROX.12.1 KM 1124801.9 |
 NK0521| NJ0785 INDEPENDENCE ST HOSP TALL STK       APPROX.12.1 KM 1125457.8 |
 NK0521| CI5770 JESUP RM 2                           24.649 METERS 12936     |
 NK0521| NK0519 JESUP MUNICIPAL TANK                APPROX. 2.5 KM 1800830.4 |
 NK0521| CI5772 JESUP RM 4                           13.300 METERS 34745     |
 NK0521| CI5768 JESUP AZ MK                                        3573213.4 |
 NK0521|---------------------------------------------------------------------|
 NK0521
 NK0521                          SUPERSEDED SURVEY CONTROL
 NK0521
 NK0521  NAD 83(1996)-  42 29 57.05013(N)    092 03 44.22090(W) AD(       ) 1
 NK0521  NAD 83(1986)-  42 29 57.04453(N)    092 03 44.21955(W) AD(       ) 1
 NK0521  NAD 27      -  42 29 57.09600(N)    092 03 43.58500(W) AD(       ) 1
 NK0521
 NK0521.Superseded values are not recommended for survey control.
 NK0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0521.See file dsdata.txt to determine how the superseded data were derived.
 NK0521
 NK0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7705005628(NAD 83)
 NK0521_MARKER: DS = TRIANGULATION STATION DISK
 NK0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0521_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0521
 NK0521  HISTORY     - Date     Condition        Report By
 NK0521  HISTORY     - 1934     MONUMENTED       CGS
 NK0521  HISTORY     - 1957     GOOD             CGS
 NK0521  HISTORY     - 1969     GOOD             USGS
 NK0521
 NK0521                          STATION DESCRIPTION
 NK0521
 NK0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0521'STATION IS ABOUT 1.7 MILES DUE N OF JESUP, IN THE W RIGHT-OF-WAY
 NK0521'FENCE OF COUNTY ROAD, IN THE SE 1/4 SEC. 19, T 89 N, R 10 W.
 NK0521'THE STATION IS JUST E OF A FARMHOUSE OWNED BY MR. ELLEN ROBINSON,
 NK0521'OF PELSTON, MICHIGAN AND RENTED BY CHARLES EMERSON.  IT IS 80
 NK0521'FEET E OF MR. EMERSONS HOUSE.  3 FEET E OF FRONT YARD FENCE.
 NK0521'28 FEET W OF THE CENTER LINE OF COUNTY ROAD.  28 FEET S OF
 NK0521'DRIVEWAY TO THE EMERSON HOUSE, AND PROJECTS 5 INCHES.
 NK0521'
 NK0521'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0521'BRONZE DISKS SET IN CONCRETE.
 NK0521'
 NK0521'REFERENCE MARK NO. 1 IS NE OF THE STATION.  1 FOOT W OF FENCE
 NK0521'LINE.  3 FEET S OF FENCE CORNER.  45 FEET N OF DRIVEWAY TO MR.
 NK0521'NELSONS HOUSE.  30 FEET E OF THE CENTER LINE OF COUNT ROAD.  AND
 NK0521'PROJECTS 8 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS
 NK0521'IS 121.30 FEET.
 NK0521'
 NK0521'REFERENCE MARK NO. 2 IS SE OF THE STATION.  6 INCHES W OF MR.
 NK0521'NELSONS FRONT YARD FENCE 30 FEET E OF THE CENTER LINE OF ROAD,
 NK0521'AND PROJECTS 8 INCHES.
 NK0521'
 NK0521'AZIMUTH MARK IS N OF THE STATION.  30 FEET W OF THE CENTER LINE
 NK0521'OF COUNTY ROAD.  1 FOOT E OF FENCE LINE.  2.5 FEET N OF FENCE
 NK0521'CORNER, AND PROJECTS 6 INCHES.
 NK0521'
 NK0521'TO REACH FROM JESUP, FOLLOW U.S. HIGHWAY 20 N THROUGH MAIN
 NK0521'STREET OF TOWN FOR 0.5 MILE TO FILLING STATION AT TURN.  THENCE
 NK0521'E 0.1 MILE.  THENCE N 1.2 MILES TO MR. EMERSONS HOUSE ON THE W
 NK0521'AT TOP OF LOW RIDGE.
 NK0521'
 NK0521'ALL LIGHTS CAME INTO VIEW AT 55 FEET.
 NK0521
 NK0521                          STATION RECOVERY (1957)
 NK0521
 NK0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 NK0521'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NK0521'GOOD CONDITION EXCEPT BOTH REFERENCE MARKS WHICH HAD BEEN DESTROYED
 NK0521'BY ROAD WORK.  REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.
 NK0521'THERE ARE SOME LOCAL CHANGES IN REFERENCE MEASUREMENTS.  A
 NK0521'COMPLETE DESCRIPTION FOLLOWS.
 NK0521'
 NK0521'STATION IS LOCATED ABOUT 1 AND 1/2 MILES NORTH OF JESUP IN THE
 NK0521'WEST RIGHT-OF-WAY OF A GRAVEL ROAD, IN THE SE 1/4 OF SEC. 19,
 NK0521'T. 89 N., R. 10 W., JUST EAST OF THE EMERSON FARM BUILDINGS, 55
 NK0521'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF CORN CRIB, 30 FEET
 NK0521'SOUTH OF THE CENTER OF DRIVEWAY, 20 FEET NORTH-NORTHEAST OF
 NK0521'TELEPHONE POLE, 19 FEET SOUTH-SOUTHEAST OF A SOUTH GATE POST,
 NK0521'8 FEET EAST OF A FENCE AND SET IN THE BOTTOM OF THE WEST
 NK0521'DITCH.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 NK0521'JESUP 1934.
 NK0521'
 NK0521'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 39 FEET EAST OF
 NK0521'THE CENTER OF A GRAVEL ROAD, 20 FEET SOUTH OF THE CENTER OF
 NK0521'FARM DRIVEWAY, 10 FEET SOUTH OF SOUTH GATE POST, 1.5 FEET NORTHWEST
 NK0521'OF A FENCE T-INTERSECTION, AND 1 FOOT WEST OF A FENCE.  THE
 NK0521'MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED JESUP NO 3 1934.
 NK0521'
 NK0521'REFERENCE MARK NO. 4 IS NORTH-NORTHWEST OF THE STATION, 39
 NK0521'FEET WEST OF THE CENTER OF GRAVEL ROAD, 22 FEET NORTH OF THE
 NK0521'CENTER OF FARM DRIVEWAY, 9 FEET NORTH OF NORTH GATE POST, AND 1
 NK0521'FOOT EAST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 NK0521'IS STAMPED JESUP NO 4 1934.
 NK0521'
 NK0521'AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, 28 FEET WEST OF
 NK0521'THE CENTER OF GRAVEL ROAD, 12 FEET EAST OF THE SOUTHEAST CORNER
 NK0521'OF A BARNYARD FENCE, AND 10 FEET NORTH OF THE CENTER OF A FIELD
 NK0521'ENTRANCE DRIVEWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 NK0521'STAMPED JESUP AZIMUTH 1934.
 NK0521'
 NK0521'TO REACH THE STATION FROM THE MAIN STREET INTERSECTION IN
 NK0521'JESUP, GO NORTH ON THE MAIN STREET FOR 0.5 MILE TO A FILLING
 NK0521'STATION ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO
 NK0521'A GRAVEL ROAD LEFT.  TURN LEFT AND GO NORTH FOR 1.1 MILES TO
 NK0521'FARM BUILDINGS ON BOTH SIDES OF THE ROAD AND THE STATION ON
 NK0521'THE LEFT AS DESCRIBED.
 NK0521'
 NK0521'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVEL
 NK0521'ROAD FOR 0.4 MILE TO THE AZIMUTH ON THE LEFT.
 NK0521
 NK0521                          STATION RECOVERY (1969)
 NK0521
 NK0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 NK0521'STATION MARK, AZIMUTH, AND R.M. 3 FOUND IN GOOD CONDITION AS
 NK0521'DESCRIBED, R.M. 4 HAS BEEN DISTURBED.
 NK0521'
 NK0521'DESCRIPTION FOR LOCATION IS ADEQUATE.
 NK0521'
 NK0521'POLARIS OBSERVATION INDICATES THAT AZIMUTH MARK VARIES ABOUT
 NK0521'14 IN FROM GIVEN VALUE.  MEASUREMENTS TO R.M. 3 CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0519 ***********************************************************************
 NK0519  DESIGNATION -  JESUP MUNICIPAL TANK
 NK0519  PID         -  NK0519
 NK0519  STATE/COUNTY-  IA/BUCHANAN
 NK0519  USGS QUAD   -  JESUP (1971)
 NK0519
 NK0519                         *CURRENT SURVEY CONTROL
 NK0519  ___________________________________________________________________
 NK0519* NAD 83(1996)-  42 28 36.47435(N)    092 03 44.49032(W)     ADJUSTED  
 NK0519* NAVD 88     -                                                        
 NK0519  ___________________________________________________________________
 NK0519  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 NK0519  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 NK0519
 NK0519  HORZ ORDER  -  THIRD
 NK0519
 NK0519.The horizontal coordinates were established by classical geodetic methods
 NK0519.and adjusted by the National Geodetic Survey in May 1999..
 NK0519
 NK0519
 NK0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0519
 NK0519.The geoid height was determined by GEOID03.
 NK0519
 NK0519;                    North         East     Units Scale Factor Converg.
 NK0519;SPC IA N     - 1,109,504.030 1,618,204.893   MT  0.99995089   +0 58 27.7
 NK0519;UTM  15      - 4,703,142.696   577,071.168   MT  0.99967308   +0 37 59.6
 NK0519
 NK0519                          SUPERSEDED SURVEY CONTROL
 NK0519
 NK0519  NAD 83(1996)-  42 28 36.47252(N)    092 03 44.49029(W) AD(       ) 4
 NK0519  NAD 83(1986)-  42 28 36.46812(N)    092 03 44.48892(W) AD(       ) 4
 NK0519  NAD 27      -  42 28 36.51600(N)    092 03 43.85400(W) AD(       ) 3
 NK0519
 NK0519.Superseded values are not recommended for survey control.
 NK0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0519.See file dsdata.txt to determine how the superseded data were derived.
 NK0519
 NK0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7707103143(NAD 83)
 NK0519_MARKER: 53 = ELEVATED TANK
 NK0519
 NK0519  HISTORY     - Date     Condition        Report By
 NK0519  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0519
 NK0519                          STATION DESCRIPTION
 NK0519
 NK0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0519'STATION IS THE PEAK OF THE CONICAL TOP OF SILVER MUNICIPAL WATER
 NK0519'TANK IN THE NE SECTION OF JESUP.  THE TANK IS NEAR THE
 NK0519'INTERSECTION OF YOUNG AND HOLLEY STREETS, ABOUT 200 FEET N
 NK0519'OF HOLLEY STREET.  IT IS ABOUT 100 FEET HIGH AND WAS ERECTED
 NK0519'IN 1911.  YOUNG STREET IS ONE BLOCK E OF U.S. HIGHWAY 20 WHICH
 NK0519'IS THE MAIN N-S STREET OF TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0814 ***********************************************************************
 OP0814  DESIGNATION -  JINKISON
 OP0814  PID         -  OP0814
 OP0814  STATE/COUNTY-  IA/OSCEOLA
 OP0814  USGS QUAD   -  SIBLEY EAST (1972)
 OP0814
 OP0814                         *CURRENT SURVEY CONTROL
 OP0814  ___________________________________________________________________
 OP0814* NAD 83(1996)-  43 29 26.52239(N)    095 44 23.13503(W)     ADJUSTED  
 OP0814* NAVD 88     -       498.     (meters)    1634.     (feet)  SCALED    
 OP0814  ___________________________________________________________________
 OP0814  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 OP0814  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 OP0814
 OP0814  HORZ ORDER  -  FIRST
 OP0814
 OP0814.The horizontal coordinates were established by classical geodetic methods
 OP0814.and adjusted by the National Geodetic Survey in May 1999..
 OP0814
 OP0814.The orthometric height was scaled from a topographic map.
 OP0814
 OP0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0814
 OP0814.The geoid height was determined by GEOID03.
 OP0814
 OP0814;                    North         East     Units Scale Factor Converg.
 OP0814;SPC IA N     - 1,223,532.761 1,318,840.257   MT  1.00004864   -1 31 04.7
 OP0814;SPC MN S     -   156,022.138   659,272.316   MT  1.00007623   -1 13 10.0
 OP0814;UTM  15      - 4,818,955.369   278,467.400   MT  1.00020371   -1 53 10.9
 OP0814
 OP0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0814!SPC IA N     -   0.99992606  x   1.00004864  =   0.99997470
 OP0814!SPC MN S     -   0.99992606  x   1.00007623  =   1.00000229
 OP0814!UTM  15      -   0.99992606  x   1.00020371  =   1.00012976
 OP0814
 OP0814:                Primary Azimuth Mark                     Grid Az
 OP0814:SPC IA N     -  SIBLEY MUNICIPAL TANK CENTER             187 29 35.0
 OP0814:SPC MN S     -  SIBLEY MUNICIPAL TANK CENTER             187 11 40.3
 OP0814:UTM  15      -  SIBLEY MUNICIPAL TANK CENTER             187 51 41.2
 OP0814
 OP0814|---------------------------------------------------------------------|
 OP0814| PID    Reference Object                     Distance      Geod. Az  |
 OP0814|                                                           dddmmss.s |
 OP0814| OP0824 SIBLEY MUNICIPAL TANK CENTER        APPROX. 9.7 KM 1855830.3 |
 OP0814| AI2476 JINKISON AZ MK                                     1875056.9 |
 OP0814| OP0826 ASHTON MUNICIPAL TANK               APPROX.19.9 KM 1920326.3 |
 OP0814| OP0827 ASHTON ST MARYS CATH CH SPIRE       APPROX.20.0 KM 1922522.8 |
 OP0814| OP0831 LITTLE ROCK MUNICIPAL TANK          APPROX.12.9 KM 2443816.4 |
 OP0814| AI2475 JINKISON RM 2                        37.445 METERS 26439     |
 OP0814| OP0872 ADRIAN ST ADRIAN CATH CH SPIRE      APPROX.22.1 KM 3150048.7 |
 OP0814| AI2497 MINNIA AZ MK                        463.616 METERS 3270553.0 |
 OP0814| AI2474 JINKISON RM 1                        39.368 METERS 35931     |
 OP0814|---------------------------------------------------------------------|
 OP0814
 OP0814                          SUPERSEDED SURVEY CONTROL
 OP0814
 OP0814  NAD 83(1996)-  43 29 26.52240(N)    095 44 23.13504(W) AD(       ) 1
 OP0814  NAD 83(1996)-  43 29 26.51918(N)    095 44 23.12713(W) AD(       ) 1
 OP0814  NAD 83(1986)-  43 29 26.52066(N)    095 44 23.12421(W) AD(       ) 1
 OP0814  NAD 27      -  43 29 26.64400(N)    095 44 22.06700(W) AD(       ) 1
 OP0814
 OP0814.Superseded values are not recommended for survey control.
 OP0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0814.See file dsdata.txt to determine how the superseded data were derived.
 OP0814
 OP0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7846718955(NAD 83)
 OP0814_MARKER: DS = TRIANGULATION STATION DISK
 OP0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0814_STAMPING: JINKINSON 1934
 OP0814_MARK LOGO: CGS   
 OP0814_PROJECTION: FLUSH
 OP0814_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0814+STABILITY: SURFACE MOTION
 OP0814
 OP0814  HISTORY     - Date     Condition        Report By
 OP0814  HISTORY     - 1934     MONUMENTED       CGS
 OP0814  HISTORY     - 1957     GOOD             CGS
 OP0814  HISTORY     - 1966     GOOD             CGS
 OP0814  HISTORY     - 19800621 GOOD             NGS
 OP0814
 OP0814                          STATION DESCRIPTION
 OP0814
 OP0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OP0814'STATION IS LOCATED 6.5 MILES NORTH OF SIBLEY, IOWA, AND ABOUT
 OP0814'0.75 MILE SOUTH OF IOWA-MINNESOTA STATE LINE, IN SOUTHWEST
 OP0814'QUARTER SEC. 7, T. 100 N., R. 41 W., ON LAND OWNED BY WM.
 OP0814'JINKISON, JR., WHO LIVES 100 YARDS EAST OF STATION.  MARK IS
 OP0814'IN SOUTHEAST CORNER OF GRAIN FIELD, WHICH IS BOUNDED ON EAST
 OP0814'BY DENSE WOOD LOT, 49.5 FEET NORTH OF CENTERLINE OF ROAD, 12.5
 OP0814'FEET NORTH OF NORTH RIGHT-OF-WAY FENCE LINE (WIRE) AND 11 FEET
 OP0814'WEST OF WOOD LOT FENCE (WIRE).
 OP0814'
 OP0814'REFERENCE MARK NO. 1 IS 39.368 METERS (129.16 FEET) NORTH OF
 OP0814'STATION, SET 51.2 FEET WEST OF FENCE LINE, BETWEEN WOOD LOT
 OP0814'AND GRAIN FIELD.
 OP0814'
 OP0814'REFERENCE MARK NO. 2 IS 37.460 METERS (122.90 FEET) WEST OF
 OP0814'STATION, SET IN NORTH RIGHT-OF-WAY FENCE OF DIRT ROAD, 38
 OP0814'FEET NORTH OF CENTERLINE OF ROAD.
 OP0814'
 OP0814'AZIMUTH MARK IS 0.7 MILE SOUTH-SOUTHWEST OF STATION.  TO REACH,
 OP0814'GO 0.1 MILE WEST FROM STATION TO GRAVEL ROAD, THENCE SOUTH 0.65
 OP0814'MILE TO MARK IN WEST RIGHT-OF-WAY FENCE, 34 FEET WEST OF
 OP0814'CENTERLINE OF ROAD, ABOUT 150 FEET NORTH OF EAST-WEST FENCE LINE
 OP0814'AND FARM ROAD LEADING INTO FIELD.
 OP0814'
 OP0814'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 OP0814
 OP0814                          STATION RECOVERY (1957)
 OP0814
 OP0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 OP0814'THE AZIMUTH MARK WAS ACCIDENTLY DESTROYED DURING HIGHWAY
 OP0814'CONSTRUCTION.
 OP0814'
 OP0814'THE MARK WAS FORWARDED TO THIS OFFICE BY MR. E. WINCKLE, COUNTY
 OP0814'ENGINEER, SIBLEY, IOWA, DATED APRIL 5, 1957.
 OP0814
 OP0814                          STATION RECOVERY (1966)
 OP0814
 OP0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OP0814'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 OP0814'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 OP0814'WAS DESTROYED BY ROAD CONSTRUCTION AND COULD NOT BE REPLACED
 OP0814'AT THE TIME THE STATION WAS RECOVERED.
 OP0814'
 OP0814'FOLLOWING IS A NEW TO REACH AND NOTES FOR ALL MARKS.
 OP0814'
 OP0814'TO REACH THE STATION FROM THE INTERSECTION NORTHWEST OF THE
 OP0814'WATER TANK IN BIGELOW, MINNESOTA, GO SOUTH ON STATE HIGHWAY
 OP0814'60 FOR 0.4 MILE TO THE MINNESOTA-IOWA STATE LINE AND A CROSSROAD.
 OP0814'TURN RIGHT AND GO WEST ON STATE LINE ROAD FOR 2.4 MILES TO A SIDE
 OP0814'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON A SURFACED
 OP0814'ROAD FOR 0.65 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 OP0814'GRAVELED ROAD FOR 0.1 MILE TO THE SOUTHWEST CORNER OF A GROVE
 OP0814'OF TREES AND THE STATION ON THE LEFT.
 OP0814'
 OP0814'STATION MARK, A STANDARD DISK STAMPED JINKISON 1934, IS SET
 OP0814'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 OP0814'IT IS ABOUT 300 FEET SOUTHWEST OF A FARMHOUSE, 46 FEET NORTH OF
 OP0814'THE CENTER OF AN EAST-WEST ROAD, 17 FEET NORTHEAST OF A CORNER
 OP0814'FENCE POST WHICH IS AT THE SOUTHEAST CORNER OF A CULTIVATED
 OP0814'FIELD, 12 FEET EAST OF A NORTH-SOUTH FENCE, 1 FOOT EAST OF A
 OP0814'METAL WITNESS POST, AND ON LAND OWNED BY MR. ROBERT R. PETRICHA
 OP0814'WHO LIVES IN BIGELOW, MINNESOTA.  THE UNDERGROUND MARK WAS
 OP0814'NOT INSPECTED.
 OP0814'
 OP0814'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JINKISON NO. 1
 OP0814'1934, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 OP0814'6 INCHES.  IT IS 12 FEET EAST OF THE NORTH-SOUTH FENCE, AND
 OP0814'AT THE WEST SIDE OF THE GROVE OF TREES, AND IS NORTH OF THE
 OP0814'STATION.
 OP0814'
 OP0814'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JINKISON NO. 2
 OP0814'1934, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 OP0814'4 INCHES.  IT IS WEST OF THE STATION, 34 FEET NORTH OF THE
 OP0814'CENTER OF THE EAST-WEST GRAVELED ROAD, 28 FEET WEST OF A
 OP0814'POWERLINE POLE, AND 1.5 FEET NORTH OF AN EAST-WEST FENCE.
 OP0814'
 OP0814'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 OP0814'NORTH OF SIBLEY, IOWA
 OP0814
 OP0814                          STATION RECOVERY (1980)
 OP0814
 OP0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 OP0814'THE SURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 OP0814'RECOVERED IN GOOD CONDITION.  MINNIA AZ MK WILL ALSO SERVE AS AN
 OP0814'AZIMUTH MARK FOR THIS STATION BUT A VERY TALL TRIPOD WILL BE NEEDED
 OP0814'WHEN FIELDS ARE IN CROPS.  THE DISTANCE TO REFERENCE MARK 1 AGREED
 OP0814'WITH 1934 DATA AND THE DIRECTION WAS 42 SECONDS SMALLER.  THE DISTANCE
 OP0814'TO REFERENCE MARK 2 WAS 0.05 FOOT (1.52 CM) SHORTER THAN 1934 DATA AND
 OP0814'THE DIRECTION WAS 3 MINUTES, 49 SECONDS SMALLER.  THE UNDERGROUND MARK
 OP0814'WAS NOT INSPECTED.
 OP0814'THE STATION IS ABOUT 6 MILES (9.7 KM) NORTH OF SIBLEY, IOWA, 2-1/4
 OP0814'MILES WEST-SOUTHWEST OF BIGELOW, MINNESOTA, 3/4 MILE SOUTH OF THE
 OP0814'MINNESOTA/IOWA STATE LINE, IN THE SW1/4, SEC7, T1OON, R41W, AT THE
 OP0814'SOUTHWEST CORNER OF A WOODED AREA AND ABOUT 100 YARDS SOUTHWEST OF THE
 OP0814'HOUSE OF THE PROPERTY OWNER, EUGENE M PETRICH, RURAL ROUTE 1, SIBLEY,
 OP0814'IOWA 51249.
 OP0814'TO REACH THE STATION FROM THE POST OFFICE IN BIGELOW, GO SOUTH ON
 OP0814'STATE HIGHWAY 60 FOR 0.4 MILE (0.6 KM) TO THE IOWA/MINNESOTA STATE
 OP0814'LINE AND A CROSSROAD.  TURN RIGHT AND GO WEST ON NOBLES COUNTY,
 OP0814'MINNESOTA ROAD 2 FOR 2.4 MILES (3.9 KM) TO A SIDE ROAD LEFT, OSCELLA
 OP0814'COUNTY IOWA L40.  TURN LEFT AND GO SOUTH ON ROAD L40 FOR 0.4 MILE (0.6
 OP0814'KM) TO MINNIA AZ MK ON THE RIGHT, 0.05 MILE (0.08 KM) WEST ALONG A
 OP0814'FENCE LINE.  CONTINUE SOUTH ON ROAD L40 FOR 0.25 MILE (0.40 KM) TO A
 OP0814'GRADED CROSSROAD.  TURN LEFT AND GO EAST ON THE GRADED ROAD FOR 0.1
 OP0814'MILE (0.2 KM) TO THE STATION ON THE LEFT.
 OP0814'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED---JINKINSON
 OP0814'1934---, SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS
 OP0814'46 FT (14.0 M) NORTH OF THE CENTERLINE OF THE ROAD, 17.2 FT (5.2 M)
 OP0814'NORTHEAST OF A FENCE CORNER, 12.0 FT (3.7 M) EAST OF A NORTH/SOUTH
 OP0814'FENCE AND 1.0 FOOT (0.3 M) EAST OF A WITNESS POST.  THE UNDERGROUND
 OP0814'MARK WAS NOT INSPECTED.  REFERENCE MARK 1 IS A STANDARD DISK,
 OP0814'STAMPED---JINKINSON NO 1 1934---, SET IN THE TOP OF A ROUND CONCRETE
 OP0814'POST THAT PROJECTS 6 INCHES.  IT IS 175.0 FT (53.3 M) NORTH OF THE
 OP0814'CENTERLINE OF THE ROAD AND 12.0 FT (3.7 M) EAST OF A FENCE. REFERENCE
 OP0814'MARK 2 IS A STANDARD DISK, STAMPED---JINKINSON NO 2 1934---, SET IN
 OP0814'THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS 34 FT
 OP0814'(10.4 M) NORTH OF THE CENTERLINE OF THE ROAD, 28.0 FT (8.5 M) WEST OF
 OP0814'A POWERLINE POLE AND 1 FOOT (0.3 M) NORTH OF A FENCE.  MINNIA AZ MK IS
 OP0814'A STANDARD DISK, STAMPED---MINNIA 1934 RESET 1963---, SET INTO THE TOP
 OP0814'OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 1.0 FOOT (0.3 M) EAST
 OP0814'OF A WITNESS POST AND 0.5 FOOT (15.2 CM) NORTH OF AN EAST/WEST FENCE.
 OP0814'REBAR WAS DRIVEN ALONGSIDE ALL MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0172 ***********************************************************************
 LE0172  DESIGNATION -  JJ 119
 LE0172  PID         -  LE0172
 LE0172  STATE/COUNTY-  IA/APPANOOSE
 LE0172  USGS QUAD   -  CENTERVILLE EAST (1979)
 LE0172
 LE0172                         *CURRENT SURVEY CONTROL
 LE0172  ___________________________________________________________________
 LE0172* NAD 83(1986)-  40 43 28.     (N)    092 50 53.     (W)     SCALED    
 LE0172* NAVD 88     -       301.774  (meters)     990.07   (feet)  ADJUSTED  
 LE0172  ___________________________________________________________________
 LE0172  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LE0172  DYNAMIC HT  -         301.627 (meters)     989.59  (feet)  COMP
 LE0172  MODELED GRAV-     980,129.2   (mgal)                       NAVD 88
 LE0172
 LE0172  VERT ORDER  -  SECOND    CLASS 0
 LE0172
 LE0172.The horizontal coordinates were scaled from a topographic map and have
 LE0172.an estimated accuracy of +/- 6 seconds.
 LE0172
 LE0172.The orthometric height was determined by differential leveling
 LE0172.and adjusted by the National Geodetic Survey in June 1991..
 LE0172
 LE0172.The geoid height was determined by GEOID03.
 LE0172
 LE0172.The dynamic height is computed by dividing the NAVD 88
 LE0172.geopotential number by the normal gravity value computed on the
 LE0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0172.degrees latitude (g = 980.6199 gals.).
 LE0172
 LE0172.The modeled gravity was interpolated from observed gravity values.
 LE0172
 LE0172;                    North         East    Units  Estimated Accuracy
 LE0172;SPC IA S     -    80,660.      555,080.      MT  (+/- 180 meters Scaled)
 LE0172
 LE0172                          SUPERSEDED SURVEY CONTROL
 LE0172
 LE0172  NGVD 29 (??/??/92)  301.712  (m)          989.87   (f) ADJ UNCH    2 0
 LE0172
 LE0172.Superseded values are not recommended for survey control.
 LE0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0172.See file dsdata.txt to determine how the superseded data were derived.
 LE0172
 LE0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF128081(NAD 83)
 LE0172_MARKER: DB = BENCH MARK DISK
 LE0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0172_STAMPING: JJ 119 1935
 LE0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0172+STABILITY: SURFACE MOTION
 LE0172
 LE0172  HISTORY     - Date     Condition        Report By
 LE0172  HISTORY     - 1935     MONUMENTED       CGS
 LE0172
 LE0172                          STATION DESCRIPTION
 LE0172
 LE0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0172'0.9 MI E FROM CENTERVILLE.
 LE0172'0.9 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0172'RAILWAY FROM THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY
 LE0172'RAILROAD AT CENTERVILLE, APPANOOSE COUNTY, 10 POLES WEST OF
 LE0172'MILEPOST 335, AT A ROAD CROSSING, 30 FEET EAST OF THE CENTERLINE
 LE0172'OF THE ROAD, 27 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AT
 LE0172'THE EDGE OF A CUT, AND 1 FOOT HIGHER THAN THE TRACK.  A STANDARD
 LE0172'DISK, STAMPED JJ 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0941 ***********************************************************************
 LF0941  DESIGNATION -  JJ 158
 LF0941  PID         -  LF0941
 LF0941  STATE/COUNTY-  IA/FREMONT
 LF0941  USGS QUAD   -  RANDOLPH (1957)
 LF0941
 LF0941                         *CURRENT SURVEY CONTROL
 LF0941  ___________________________________________________________________
 LF0941* NAD 83(1986)-  40 52 21.     (N)    095 35 42.     (W)     SCALED    
 LF0941* NAVD 88     -       296.058  (meters)     971.32   (feet)  ADJUSTED  
 LF0941  ___________________________________________________________________
 LF0941  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LF0941  DYNAMIC HT  -         295.909 (meters)     970.83  (feet)  COMP
 LF0941  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 LF0941
 LF0941  VERT ORDER  -  SECOND    CLASS 0
 LF0941
 LF0941.The horizontal coordinates were scaled from a topographic map and have
 LF0941.an estimated accuracy of +/- 6 seconds.
 LF0941
 LF0941.The orthometric height was determined by differential leveling
 LF0941.and adjusted by the National Geodetic Survey in June 1991..
 LF0941
 LF0941.The geoid height was determined by GEOID03.
 LF0941
 LF0941.The dynamic height is computed by dividing the NAVD 88
 LF0941.geopotential number by the normal gravity value computed on the
 LF0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0941.degrees latitude (g = 980.6199 gals.).
 LF0941
 LF0941.The modeled gravity was interpolated from observed gravity values.
 LF0941
 LF0941;                    North         East    Units  Estimated Accuracy
 LF0941;SPC IA S     -    99,020.      323,420.      MT  (+/- 180 meters Scaled)
 LF0941
 LF0941                          SUPERSEDED SURVEY CONTROL
 LF0941
 LF0941  NGVD 29 (??/??/92)  295.958  (m)          970.99   (f) ADJ UNCH    2 0
 LF0941
 LF0941.Superseded values are not recommended for survey control.
 LF0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0941.See file dsdata.txt to determine how the superseded data were derived.
 LF0941
 LF0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF813278(NAD 83)
 LF0941_MARKER: DB = BENCH MARK DISK
 LF0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0941_STAMPING: JJ 158 1949
 LF0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0941+STABILITY: SURFACE MOTION
 LF0941
 LF0941  HISTORY     - Date     Condition        Report By
 LF0941  HISTORY     - 1949     MONUMENTED       CGS
 LF0941  HISTORY     - 1950     GOOD             NGS
 LF0941  HISTORY     - 1950     GOOD             NGS
 LF0941
 LF0941                          STATION DESCRIPTION
 LF0941
 LF0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF0941'1.8 MI W FROM RANDOLPH.
 LF0941'1.8 MILES WEST ALONG STATE HIGHWAY 184 FROM THE SCHOOLHOUSE AT
 LF0941'RANDOLPH, 76 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 36
 LF0941'FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 15.1 FEET
 LF0941'SOUTHWEST OF THE WEST END OF A CONCRETE TILE CULVERT, 9.1 FEET
 LF0941'WEST OF A FENCE CORNER, 1.8 FEET NORTH OF A FENCE, 2.0 FEET
 LF0941'EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 LF0941'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LF0941
 LF0941                          STATION RECOVERY (1950)
 LF0941
 LF0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1240 ***********************************************************************
 MJ1240  DESIGNATION -  JOHANNES
 MJ1240  PID         -  MJ1240
 MJ1240  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1240  USGS QUAD   -  HONEY CREEK (1994)
 MJ1240
 MJ1240                         *CURRENT SURVEY CONTROL
 MJ1240  ___________________________________________________________________
 MJ1240* NAD 83(1996)-  41 29 30.95558(N)    095 51 54.83489(W)     ADJUSTED  
 MJ1240* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 MJ1240  ___________________________________________________________________
 MJ1240  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 MJ1240  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 MJ1240
 MJ1240  HORZ ORDER  -  FIRST
 MJ1240
 MJ1240.The horizontal coordinates were established by classical geodetic methods
 MJ1240.and adjusted by the National Geodetic Survey in May 1999..
 MJ1240
 MJ1240.The orthometric height was scaled from a topographic map.
 MJ1240
 MJ1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1240
 MJ1240.The geoid height was determined by GEOID03.
 MJ1240
 MJ1240;                    North         East     Units Scale Factor Converg.
 MJ1240;SPC IA S     -   168,363.948   302,519.682   MT  0.99996124   -1 33 28.7
 MJ1240;UTM  15      - 4,597,332.453   260,817.776   MT  1.00030408   -1 53 57.0
 MJ1240
 MJ1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1240!SPC IA S     -   0.99994017  x   0.99996124  =   0.99990142
 MJ1240!UTM  15      -   0.99994017  x   1.00030408  =   1.00024424
 MJ1240
 MJ1240:                Primary Azimuth Mark                     Grid Az
 MJ1240:SPC IA S     -  LOGAN MUNICIPAL TANK                     019 28 03.4
 MJ1240:UTM  15      -  LOGAN MUNICIPAL TANK                     019 48 31.7
 MJ1240
 MJ1240|---------------------------------------------------------------------|
 MJ1240| PID    Reference Object                     Distance      Geod. Az  |
 MJ1240|                                                           dddmmss.s |
 MJ1240| MJ1309 LOGAN MUNICIPAL TANK                APPROX.18.0 KM 0175434.7 |
 MJ1240| CL7186 JOHANNES AZ MK                                     1540939.9 |
 MJ1240| CL7189 JOHANNES RM 3                        48.800 METERS 19024     |
 MJ1240| CL7187 JOHANNES RM 1                        67.270 METERS 20615     |
 MJ1240| MJ1288 OMAHA SIOUX FALLS AMBER 4 BCN       APPROX.11.6 KM 2182515.5 |
 MJ1240| CL7188 JOHANNES RM 2                        45.433 METERS 26933     |
 MJ1240| CL7190 JOHANNES RM 4                        50.085 METERS 27014     |
 MJ1240| MJ1323 MISSOURI VALLEY RADIO MAST          APPROX. 8.4 KM 3435256.2 |
 MJ1240|---------------------------------------------------------------------|
 MJ1240
 MJ1240                          SUPERSEDED SURVEY CONTROL
 MJ1240
 MJ1240  NAD 83(1996)-  41 29 30.95599(N)    095 51 54.83477(W) AD(       ) 1
 MJ1240  NAD 83(1986)-  41 29 30.96172(N)    095 51 54.83757(W) AD(       ) 1
 MJ1240  NAD 27      -  41 29 30.98700(N)    095 51 53.79700(W) AD(       ) 1
 MJ1240
 MJ1240.Superseded values are not recommended for survey control.
 MJ1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1240.See file dsdata.txt to determine how the superseded data were derived.
 MJ1240
 MJ1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6081897332(NAD 83)
 MJ1240_MARKER: DS = TRIANGULATION STATION DISK
 MJ1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1240
 MJ1240  HISTORY     - Date     Condition        Report By
 MJ1240  HISTORY     - 1930     MONUMENTED       CGS
 MJ1240  HISTORY     - 1934     GOOD             CGS
 MJ1240  HISTORY     - 1947     GOOD             CGS
 MJ1240  HISTORY     - 1959     GOOD             CGS
 MJ1240  HISTORY     - 1960     GOOD             CGS
 MJ1240
 MJ1240                          STATION DESCRIPTION
 MJ1240
 MJ1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MJ1240'ABOUT 4-1/2 MILES EAST OF SOUTH OF MISSOURI VALLEY AND 1-1/2
 MJ1240'MILES SOUTH OF EAST OF LOVELAND, A SMALL VILLAGE ON U.S. HIGHWAY
 MJ1240'30, 4 MILES SOUTH OF MISSOURI VALLEY.  THE STATION IS IN A
 MJ1240'CULTIVATED FIELD OWNED BY N.P. FOUTS, CLOSE TO A LANE DIVIDING
 MJ1240'HIS FARM ON THE NORTH FROM THAT OF A.W. JOHANNES ON THE SOUTH,
 MJ1240'ABOUT 350 YARDS NORTH OF THE JOHANNES HOUSE, 38.2 METERS EAST
 MJ1240'OF THE CENTER OF A PUBLIC ROAD WHICH RUNS IN A NORTHERLY
 MJ1240'DIRECTION FROM THIS HOUSE, 4.4 METERS NORTH OF A PRIVATE LANE
 MJ1240'AND 2.06 METERS NORTH OF THE SOUTH FENCE LINE OF THE FOUT
 MJ1240'FARM.  THE MARK IS DEPRESSED 12 INCHES.
 MJ1240'
 MJ1240'TO REACH FROM LOVELAND GO EAST FROM THE PAVED HIGHWAY ON
 MJ1240'THE MAIN VILLAGE STREET ABOUT ONE-QUARTER MILE TO THE OLD
 MJ1240'LINCOLN HIGHWAY.  TURN SOUTH ON THE OLD HIGHWAY ALONG FOOT
 MJ1240'OF BLUFF ABOUT 300 YARDS AND TAKE LEFT-HAND FORK UP A NARROW
 MJ1240'VALLEY.  FOLLOW THIS ROAD 1.3 MILES TO A ROAD JUST BEYOND THE
 MJ1240'SUMMIT OF THE GRADE WHICH TURNS TO THE LEFT AT AN ACUTE ANGLE,
 MJ1240'GO NORTH AT THIS POINT 3/8 MILE AROUND TWO SHORT JOGS TO THE
 MJ1240'JOHANNES HOUSE.  THE STATION IS ABOUT 350 YARDS NORTH AS
 MJ1240'DESCRIBED ABOVE.
 MJ1240'
 MJ1240'REFERENCE MARK NO. 1 IS ON MR. JOHANNES LAND, ABOUT 300 YARDS
 MJ1240'NORTH OF HIS HOUSE, 4.65 METERS EAST OF THE CENTER OF THE
 MJ1240'ROAD AND 0.3 METER EAST OF A FENCE LINE.  THE MARK IS 8 INCHES
 MJ1240'ABOVE THE SURFACE AND IS 67.27 METERS FROM THE STATION.
 MJ1240'
 MJ1240'REFERENCE MARK NO. 2 IS ON THE WEST SIDE OF THE DITCH, 5.5 METERS
 MJ1240'WEST OF THE CENTER OF THE PUBLIC ROAD AT A POINT OPPOSITE THE
 MJ1240'STATION, WHICH IS 43.68 METERS FROM THIS MARK.  THE MARK IS
 MJ1240'8 INCHES ABOVE THE SURFACE, 4.4 METERS NORTH OF THE LANE
 MJ1240'SPOKEN OF ABOVE AND 1 METER WEST OF A TELEPHONE LINE.
 MJ1240'
 MJ1240'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 MJ1240'DISKS SET IN CONCRETE.
 MJ1240'
 MJ1240'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MJ1240
 MJ1240                          STATION RECOVERY (1934)
 MJ1240
 MJ1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ1240'STATION RECOVERED AS ORIGINALLY DESCRIBED AND ALL MARKS
 MJ1240'FOUND IN GOOD CONDITION.
 MJ1240'
 MJ1240'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF MISSOURI VALLEY
 MJ1240'AND 1-1/2 MILES SOUTHEAST OF LOVELAND, ON LAND OWNED BY N.P.
 MJ1240'FOUTS.  MARK IS IN A CULTIVATED FIELD, 110 FEET EAST OF
 MJ1240'CENTERLINE OF A NORTH-AND-SOUTH DIRT ROAD ON THE NORTH SIDE
 MJ1240'OF A LANE BETWEEN TWO FIELDS, 6-1/2 FEET NORTH OF AN
 MJ1240'EAST-AND-WEST FENCE.  MARK IS A STANDARD BRONZE DISK AND IS ABOUT
 MJ1240'16 INCHES BELOW THE SURFACE.
 MJ1240'
 MJ1240'TO REACH FROM MISSOURI VALLEY, GO SOUTH ON U.S. HIGHWAY 75
 MJ1240'TO LOVELAND, FROM MAIN CORNER GO EAST 0.25 MILE, SOUTH 0.15
 MJ1240'MILE, EAST 1.3 MILES TO A ROAD NORTH, HERE GO NORTH AND EAST
 MJ1240'0.4 MILE TO STATION ON THE EAST.
 MJ1240'
 MJ1240'REFERENCE MARK NO. 1 IS 67.27 METERS, SOUTHWEST OF STATION
 MJ1240'ALONG NORTH-AND-SOUTH FENCE LINE, 13 FEET EAST OF CENTERLINE
 MJ1240'OF A NORTH-AND-SOUTH DIRT ROAD.
 MJ1240'
 MJ1240'REFERENCE MARK NO. 2 IS 43.68 METERS WEST OF THE STATION ON
 MJ1240'WEST SIDE OF NORTH-AND-SOUTH DIRT ROAD, 16 FEET FROM CENTERLINE
 MJ1240'ALONG NORTH-AND-SOUTH FENCE LINE.
 MJ1240'
 MJ1240'A NEW MARK USED AS AN AZIMUTH MARK WAS ESTABLISHED AND IS
 MJ1240'APPROXIMATELY 0.6 MILE SOUTHEAST OF THE STATION, ON THE NORTH
 MJ1240'SIDE OF BRANSON CEMETERY, ALONG EAST-AND-WEST FENCE LINE.
 MJ1240
 MJ1240                          STATION RECOVERY (1947)
 MJ1240
 MJ1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1240'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT THE ROAD HAS
 MJ1240'BEEN MOVED AND BOTH REFERENCE MARKS WERE MOVED.  A NEW DESCRIPTION
 MJ1240'FOLLOWS.
 MJ1240'
 MJ1240'STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHEAST OF MISSOURI
 MJ1240'VALLEY, 1.5 MILES SOUTHEAST OF LOVELAND AND 300 YARDS NORTH OF
 MJ1240'A FARM HOUSE.  IT IS 116 FEET EAST OF THE CENTERLINE OF THE
 MJ1240'ROAD, 82 FEET EAST-NORTHEAST OF A T FENCE CORNER, 11.3 FEET
 MJ1240'NORTHEAST OF A FENCE POST WITH 3 NOTCHES ON THE NORTH SIDE,
 MJ1240'10.5 FEET NORTHWEST OF A POST WITH 3 NOTCHES ON THE WEST SIDE
 MJ1240'AND 7 FEET NORTH OF A WITNESS POST.  THE MARK IS 16 INCHES
 MJ1240'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MJ1240'JOHANNES 1930.
 MJ1240'
 MJ1240'REFERENCE MARK NO. 1 WAS NOT MEASURED DUE TO TALL CORN.  IT
 MJ1240'IS 66 PACES SOUTH-SOUTHWEST OF THE STATION, 35 FEET EAST OF
 MJ1240'THE CENTERLINE OF THE ROAD AND 14 FEET NORTH OF A POWER POLE.
 MJ1240'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED JOHANNES
 MJ1240'NO 1 1930.
 MJ1240'
 MJ1240'REFERENCE MARK NO. 2 IS 149.06 FEET WEST OF THE STATION AND
 MJ1240'34 FEET WEST OF THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS
 MJ1240'6 INCHES AND THE DISK IS STAMPED JOHANNES NO 2 1930.
 MJ1240'
 MJ1240'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHEAST OF THE STATION, IN
 MJ1240'THE NORTH FENCELINE OF THE BRANSON CEMETERY AND DUE NORTH OF
 MJ1240'THE BUILDING AT THE ENTRANCE GATE.  THE MARK PROJECTS 6 INCHES
 MJ1240'AND THE DISK IS STAMPED JOHANNES 1934 AZI.
 MJ1240'
 MJ1240'TO REACH FROM THE POST OFFICE IN LOVELAND, GO NORTH ON U.S.
 MJ1240'HIGHWAY 30 FOR 0.05 MILE, TURN RIGHT ON A DIRT ROAD FOR 0.2
 MJ1240'MILE, TURN RIGHT FOR 0.15 MILE, TURN LEFT (EAST) FOR 1.3 MILES
 MJ1240'TO A ROAD LEFT AT THE TOP OF GRADE, TURN LEFT (NORTH) FOR
 MJ1240'0.45 MILE TO A FIELD ROAD-RIGHT ON EITHER SIDE A FENCELINE AND
 MJ1240'THE STATION AS DESCRIBED.
 MJ1240'
 MJ1240'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH FOR 0.45
 MJ1240'MILE TO ROAD INTERSECTION.  TURN LEFT FOR 0.1 MILE TO FORKS,
 MJ1240'TAKE LEFT FORK FOR 0.3 MILE TO CEMETERY ON THE LEFT AT THE TOP
 MJ1240'OF HILL AND THE MARK AS DESCRIBED.
 MJ1240'
 MJ1240'A 4 FT. SIGNAL AT STATION VALLEY 1934 AND THOMPSON ARE VISIBLE
 MJ1240'AT 10 FEET.
 MJ1240'
 MJ1240'A 64 FT. SIGNAL AT CONNER IS VISIBLE AT 10 FEET.
 MJ1240'
 MJ1240'A 4 FT. SIGNAL AT 311 (MORC) IS VISIBLE AT 25 FEET.
 MJ1240'
 MJ1240'A 64 FT. SIGNAL AT HANNIBAL 1934 IS VISIBLE AT 25 FEET.
 MJ1240'
 MJ1240'A 77 FT. SIGNAL AT PON AND RIVER VIEW ARE VISIBLE AT 25 FEET.
 MJ1240'
 MJ1240'HEIGHT OF LIGHT ABOVE STATION MARK- 23 METERS.
 MJ1240
 MJ1240                          STATION RECOVERY (1959)
 MJ1240
 MJ1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 MJ1240'THIS STATION AND ALL THE MARKS WERE RECOVERED IN GOOD CONDITION
 MJ1240'EXCEPT THE AZIMUTH MARK WHICH WAS NOT LOCATED AFTER ABOUT
 MJ1240'TWO HOUR SEARCH.  THE ERECTION OF A NEW HOUSE NEAR THE STATION
 MJ1240'WOULD OBSTRUCT THE LINE OF SIGHT TO THE AZIMUTH MARK IF IT
 MJ1240'COULD BE RECOVERED.  ROAD CONSTRUCTION WORK ON A NEW INTERSTATE
 MJ1240'HIGHWAY AND A COUNTY ROAD IN THE IMMEDIATE VICINITY WILL
 MJ1240'DESTROY BOTH REFERENCE MARKS FOR THIS STATION, SO THEY WERE
 MJ1240'MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 MJ1240'
 MJ1240'STATION IS LOCATED ABOUT 4 AND 1/2 MILES SOUTHEAST OF MISSOURI
 MJ1240'VALLEY AND 1 AND 1/2 MILES EAST OF LOVELAND NEAR THE SECTIONLINE
 MJ1240'BETWEEN SECTIONS 2 AND 11, T 77 N., R 44 W., AND ON THE
 MJ1240'RIGHT-OF-WAY OF A GRADED COUNTY ROAD, 111 FEET NORTH-NORTHWEST
 MJ1240'OF THE NORTHWEST CORNER OF MR. MINER S. NELSONS NEW HOUSE,
 MJ1240'102 FEET NORTH OF THE NORTH-SIDE OF NEW HOUSE PROJECTED WEST,
 MJ1240'57 FEET SOUTHEAST OF THE CENTER OF A NEW COUNTY GRADED ROAD,
 MJ1240'AND ABOUT 1/4 MILE SOUTH OF NEW INTERSTATE HIGHWAY 80 WHICH
 MJ1240'IS UNDER CONSTRUCTION IN THIS AREA.  THE MARK IS 1 FOOT NORTH
 MJ1240'OF A NEW WITNESS SIGN POST WHICH PROJECTS 4 FEET AND THE
 MJ1240'DISK IS STAMPED JOHANNES 1930.  THE MARK IS ABOUT 12 INCHES
 MJ1240'BELOW GROUND LEVEL.  BUT BACK SLOPING FOR THE DITCH ON THE
 MJ1240'SOUTHEAST SIDE OF THE NEW COUNTY ROAD WILL JUST ABOUT
 MJ1240'REACH THE AREA OF THE MARK.
 MJ1240'
 MJ1240'REFERENCE MARK NO. 3 IS 160.37 FEET SOUTH OF THE STATION ALONG
 MJ1240'THE EAST RIGHT-OF-WAY OF COUNTY ROAD, 93.5 FEET SOUTHEAST OF THE
 MJ1240'NORTHWEST CORNER OF HOUSE, AND 18 FEET SOUTH OF THE SOUTH
 MJ1240'SIDE OF HOUSE PROJECTED WEST.  THE MARK PROJECTS 2 INCHES AND
 MJ1240'THE DISK IS STAMPED JOHANNES NO 3 1930.
 MJ1240'
 MJ1240'REFERENCE MARK NO. 4 IS 164.03 FEET WEST OF THE STATION, 2 FEET
 MJ1240'EAST OF THE WEST RIGHT-OF-WAY FENCE, AND 2 FEET NORTH OF A
 MJ1240'WITNESS POST PROJECTING 4 FEET.  THE MARK PROJECTS 2 INCHES
 MJ1240'AND THE DISK IS STAMPED JOHANNES NO 4 1930.
 MJ1240'
 MJ1240'AZIMUTH MARK LOCATED ABOUT 1/2 MILE SOUTH-SOUTHEAST IN
 MJ1240'THE BRANSON CEMETERY WAS NOT RECOVERED AS STATED ABOVE.
 MJ1240'
 MJ1240'TO REACH THE STATION FROM THE POST OFFICE IN LOVELAND, GO
 MJ1240'NORTH ON U.S. HIGHWAYS 30A AND 75 FOR 0.05 MILE TO A DIRT
 MJ1240'ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.2 MILE, TURN
 MJ1240'RIGHT AND GO SOUTH FOR 0.1 MILE.  THEN BEAR LEFT AND FOLLOW
 MJ1240'MAIN DIRT ROAD FOR 1.3 MILES TO TOP OF GRADE AND ROAD FORKS.
 MJ1240'TURN LEFT AND TAKE THE LEFT FORK NORTH FOR 0.45 MILE TO A
 MJ1240'CONCRETE BLOCK AND BRICK HOUSE ON THE RIGHT AND THE STATION AS
 MJ1240'DESCRIBED.  THE COUNTY ROAD STARTS CURVING TO THE EAST AT THIS
 MJ1240'POINT.
 MJ1240
 MJ1240                          STATION RECOVERY (1960)
 MJ1240
 MJ1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MJ1240'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MJ1240'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISABLE
 MJ1240'FROM THE GROUND.  A COMPLETE DESCRIPTION FOLLOWS.
 MJ1240'
 MJ1240'THE STATION IS LOCATED, AIRLINE, ABOUT 4-1/2 MILES SOUTH OF
 MJ1240'MISSOURI VALLEY AND ABOUT 1-1/2 MILES SOUTHEAST OF LOVELAND,
 MJ1240'ALONG THE SOUTHEAST SIDE OF A FARM ROAD.
 MJ1240'
 MJ1240'TO REACH THE STATION FROM THE POST OFFICE IN LOVELAND WHICH
 MJ1240'IS ABOUT 4 MILES SOUTH OF MISSOURI VALLEY ON U.S. HIGHWAY
 MJ1240'30 ALTERNATE, GO NORTH ON U.S. HIGHWAY 30 ALTERNATE FOR 0.05
 MJ1240'MILE.  TURN RIGHT OFF THE HIGHWAY AND FOLLOW THE GRAVELED
 MJ1240'ROAD EAST FOR 0.2 MILE.  TURN RIGHT AND GO SOUTH FOR 0.15 MILE.
 MJ1240'TURN LEFT AND GO EAST UPGRADE FOR 1.2 MILES TO THE TOP OF
 MJ1240'THE RIDGE AND A FORK.  TAKE THE LEFT FORK AND GO NORTH FOR
 MJ1240'0.4 MILE TO A FARM HOUSE, A WITNESS SIGN MARKER AND THE
 MJ1240'STATION, ON THE RIGHT.
 MJ1240'
 MJ1240'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 MJ1240'GRAVELED ROAD FOR 0.4 MILE.  TAKE THE LEFT FORK AND GO EAST
 MJ1240'FOR 0.1 MILE.  TAKE THE LEFT FORK AND GO NORTHERLY FOR 0.3
 MJ1240'MILE TO THE ENTRANCE GATE TO THE BRANSON CEMETERY, THE CARETAKERS
 MJ1240'HOUSE AND THE AZIMUTH MARK IN AN EAST-WEST FENCE LINE WHICH
 MJ1240'IS ABOUT 200 FEET NORTH OF THE NORTH END OF THE CARETAKERS
 MJ1240'HOUSE.
 MJ1240'
 MJ1240'THE STATION IS A STANDARD DISK STAMPED JOHANNES 1930 SET IN
 MJ1240'TOP OF A CONCRETE BLOCK WHICH IS ABOUT 16 INCHES BELOW THE
 MJ1240'SURFACE OF THE GROUND.  IT IS 110 FEET NORTHWEST OF THE
 MJ1240'NORTHWEST CORNER OF A FARM HOUSE, 45 FEET SOUTHEAST OF THE
 MJ1240'CENTER OF A FARM ROAD AND 4 FEET EAST-SOUTHEAST OF A WITNESS
 MJ1240'SIGN MARKER.
 MJ1240'
 MJ1240'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED JOHANNES
 MJ1240'NO 3 1930 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MJ1240'WHICH PROJECTS 2 INCHES ABOVE THE GROUND AND IS ABOUT THE
 MJ1240'SAME ELEVATION AS THE STATION.  IT IS 90 FEET EAST OF THE
 MJ1240'CENTER OF A FARM ROAD AND 5 FEET NORTH OF THE CENTER OF A
 MJ1240'DRIVEWAY.
 MJ1240'
 MJ1240'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED JOHANNES
 MJ1240'NO 4 1930 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MJ1240'WHICH PROJECTS 2 INCHES ABOVE THE GROUND AND IS ABOUT 7 FEET
 MJ1240'LOWER THAN THE STATION.  IT IS 88 FEET WEST OF THE CENTER OF
 MJ1240'A FARM ROAD, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE AND 1
 MJ1240'FOOT NORTH OF A WITNESS SIGN MARKER.
 MJ1240'
 MJ1240'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 MJ1240'JOHANNES AZI 1934 SET IN TOP OF A 10-INCH SQUARE CONCRETE
 MJ1240'MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 MJ1240'ABOUT 200 FEET NORTH OF THE CARETAKERS HOUSE IN AN EAST-WEST
 MJ1240'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1023 ***********************************************************************
 OP1023  DESIGNATION -  JOHANNESEN
 OP1023  PID         -  OP1023
 OP1023  STATE/COUNTY-  IA/KOSSUTH
 OP1023  USGS QUAD   -  ARMSTRONG SE (1980)
 OP1023
 OP1023                         *CURRENT SURVEY CONTROL
 OP1023  ___________________________________________________________________
 OP1023* NAD 83(1996)-  43 16 44.95102(N)    094 19 27.66077(W)     ADJUSTED  
 OP1023* NAVD 88     -       362.9    (meters)    1191.     (feet)  VERTCON   
 OP1023  ___________________________________________________________________
 OP1023  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 OP1023  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 OP1023
 OP1023  HORZ ORDER  -  SECOND
 OP1023
 OP1023.The horizontal coordinates were established by classical geodetic methods
 OP1023.and adjusted by the National Geodetic Survey in May 1999..
 OP1023
 OP1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1023
 OP1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1023
 OP1023.The geoid height was determined by GEOID03.
 OP1023
 OP1023;                    North         East     Units Scale Factor Converg.
 OP1023;SPC IA N     - 1,197,955.489 1,433,087.692   MT  1.00000231   -0 33 31.3
 OP1023;UTM  15      - 4,792,666.486   392,543.765   MT  0.99974204   -0 54 28.8
 OP1023
 OP1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1023!SPC IA N     -   0.99994758  x   1.00000231  =   0.99994989
 OP1023!UTM  15      -   0.99994758  x   0.99974204  =   0.99968963
 OP1023
 OP1023|---------------------------------------------------------------------|
 OP1023| PID    Reference Object                     Distance      Geod. Az  |
 OP1023|                                                           dddmmss.s |
 OP1023| OP1022 JOHANNESEN RM 1                      12.198 METERS 07519     |
 OP1023| OP1010 LONE ROCK FELCO ELEVATOR            APPROX. 7.0 KM 1795552.8 |
 OP1023| CI5773 JOHANNESEN AZ MK                                   1820251.2 |
 OP1023| CI5774 JOHANNESEN RM 2                      13.262 METERS 32339     |
 OP1023|---------------------------------------------------------------------|
 OP1023
 OP1023                          SUPERSEDED SURVEY CONTROL
 OP1023
 OP1023  NAD 83(1996)-  43 16 44.95097(N)    094 19 27.66076(W) AD(       ) 2
 OP1023  NAD 83(1986)-  43 16 44.94228(N)    094 19 27.65250(W) AD(       ) 2
 OP1023  NAD 27      -  43 16 45.07984(N)    094 19 26.77120(W) AD(       ) 2
 OP1023  NGVD 29 (07/19/86)  362.8    (m)         1190.     (f) VERT ANG       
 OP1023
 OP1023.Superseded values are not recommended for survey control.
 OP1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1023.See file dsdata.txt to determine how the superseded data were derived.
 OP1023
 OP1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9254492666(NAD 83)
 OP1023_MARKER: DS = TRIANGULATION STATION DISK
 OP1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1023_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP1023
 OP1023  HISTORY     - Date     Condition        Report By
 OP1023  HISTORY     - 1971     MONUMENTED       NGS
 OP1023
 OP1023                          STATION DESCRIPTION
 OP1023
 OP1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1023'THE STATION IS ABOUT 7 MILES NORTHEAST OF FENTON, 5 MILES
 OP1023'WEST-SOUTHWEST OF BANCROFT, 4 MILES NORTH OF LONE ROCK AND 3-1/2
 OP1023'MILES EAST-SOUTHEAST OF SENECA.  IT IS IN THE NORTHWEST
 OP1023'1/4 OF SECTION 30, T 98 N, R 29 W AND ON THE PROPERTY OWNED
 OP1023'BY MR. LARRY JOHANNESEN OF LONE ROCK, WHO LIVES AT THE SITE.
 OP1023'HIS PHONE NUMBER IS (515) 925-3632.
 OP1023'
 OP1023'TO REACH THE STATION FROM THE POST OFFICE IN LONE ROCK, GO
 OP1023'NORTH ON A PAVED ROAD FOR 3.5 MILES TO A DRIVEWAY LEFT AND
 OP1023'THE AZIMUTH MARK.  CONTINUE NORTH ON THE PAVED ROAD FOR 0.5
 OP1023'MILE TO THE STATION ON THE RIGHT.
 OP1023'
 OP1023'THE STATION MARKS ARE STANDARD DISKS STAMPED JOHANNESEN 1971.
 OP1023'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP1023'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 OP1023'THE STATION IS 124 FEET SOUTHWEST OF THE SOUTHWESTERN CORNER
 OP1023'OF MR. JONANNESENS HOUSE, 61 FEET EAST OF THE CENTER OF THE
 OP1023'PAVED ROAD, 60 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 47
 OP1023'FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER ON IT AND 8
 OP1023'FEET NORTH AND NEAR THE WEST END OF AN EAST-WEST LINE OF YOUNG
 OP1023'TREES.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 OP1023'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 OP1023'SURFACE.
 OP1023'
 OP1023'REFERENCE MARK 1, A STANDARD DISK STAMPED JOHANNESEN NO
 OP1023'1 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP1023'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 96 FEET
 OP1023'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 72 FEET
 OP1023'EAST-SOUTHEAST OF THE POWER POLE WITH TRANSFORMER, 50.5 FEET
 OP1023'SOUTH OF THE CENTER OF THE DRIVEWAY AND 17 FEET NORTH OF THE
 OP1023'EAST-WEST LINE OF TREES.
 OP1023'
 OP1023'REFERENCE MARK 2, A STANDARD DISK STAMPED JOHANNESEN NO 2 1971,
 OP1023'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 OP1023'FLUSH WITH THE GROUND SURFACE.  IT IS 36 FEET EAST OF THE
 OP1023'CENTER OF THE PAVED ROAD, 26 FEET SOUTH OF THE CENTER OF
 OP1023'THE DRIVEWAY AND 3.6 FEET SOUTHEAST OF THE POWER POLE WITH
 OP1023'TRANSFORMER.
 OP1023'
 OP1023'THE AZIMUTH MARK, A STANDARD DISK STAMPED JOHANNESEN 1971, IS
 OP1023'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OP1023'IS FLUSH WITH THE GROUND SURFACE.  IT IS 43 FEET WEST OF THE
 OP1023'CENTER OF THE PAVED ROAD, 8 FEET NORTH OF THE DRIVEWAY, 7
 OP1023'FEET SOUTH-SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE JUNCTION
 OP1023'BOX, 2.5 FEET SOUTH OF A METAL WITNESS POST, AND 2 FEET EAST
 OP1023'OF A WIRE FENCE.
 OP1023'
 OP1023'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1022 ***********************************************************************
 OP1022  DESIGNATION -  JOHANNESEN RM 1
 OP1022  PID         -  OP1022
 OP1022  STATE/COUNTY-  IA/KOSSUTH
 OP1022  USGS QUAD   -  ARMSTRONG SE (1980)
 OP1022
 OP1022                         *CURRENT SURVEY CONTROL
 OP1022  ___________________________________________________________________
 OP1022* NAD 83(1996)-  43 16 45.05116(N)    094 19 27.13743(W)     ADJUSTED  
 OP1022* NAVD 88     -       363.3    (meters)    1192.     (feet)  VERTCON   
 OP1022  ___________________________________________________________________
 OP1022  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 OP1022  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 OP1022
 OP1022  HORZ ORDER  -  SECOND
 OP1022
 OP1022.The horizontal coordinates were established by classical geodetic methods
 OP1022.and adjusted by the National Geodetic Survey in May 1999..
 OP1022
 OP1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1022
 OP1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1022
 OP1022.The geoid height was determined by GEOID03.
 OP1022
 OP1022;                    North         East     Units Scale Factor Converg.
 OP1022;SPC IA N     - 1,197,958.465 1,433,099.522   MT  1.00000231   -0 33 31.0
 OP1022;UTM  15      - 4,792,669.388   392,555.609   MT  0.99974201   -0 54 28.4
 OP1022
 OP1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1022!SPC IA N     -   0.99994751  x   1.00000231  =   0.99994982
 OP1022!UTM  15      -   0.99994751  x   0.99974201  =   0.99968954
 OP1022
 OP1022:                Primary Azimuth Mark                     Grid Az
 OP1022:SPC IA N     -  BURT                                     118 55 13.4
 OP1022:UTM  15      -  BURT                                     119 16 10.8
 OP1022
 OP1022|---------------------------------------------------------------------|
 OP1022| PID    Reference Object                     Distance      Geod. Az  |
 OP1022|                                                           dddmmss.s |
 OP1022| OP1009 BURT                                APPROX. 9.0 KM 1182142.4 |
 OP1022| OP1023 JOHANNESEN                           12.198 METERS 25519     |
 OP1022|---------------------------------------------------------------------|
 OP1022
 OP1022                          SUPERSEDED SURVEY CONTROL
 OP1022
 OP1022  NAD 83(1996)-  43 16 45.05112(N)    094 19 27.13742(W) AD(       ) 2
 OP1022  NAD 83(1986)-  43 16 45.04246(N)    094 19 27.12898(W) AD(       ) 2
 OP1022  NAD 27      -  43 16 45.18002(N)    094 19 26.24771(W) AD(       ) 2
 OP1022  NGVD 29 (07/19/86)  363.2    (m)         1192.     (f) VERT ANG       
 OP1022
 OP1022.Superseded values are not recommended for survey control.
 OP1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1022.See file dsdata.txt to determine how the superseded data were derived.
 OP1022
 OP1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9255692669(NAD 83)
 OP1022_MARKER: DR = REFERENCE MARK DISK
 OP1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1022+STABILITY: SURFACE MOTION
 OP1022
 OP1022  HISTORY     - Date     Condition        Report By
 OP1022  HISTORY     - 1971     MONUMENTED       NGS
 OP1022
 OP1022                          STATION DESCRIPTION
 OP1022
 OP1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1022'THE STATION IS ABOUT 7 MILES NORTHEAST OF FENTON, 5 MILES
 OP1022'WEST-SOUTHWEST OF BANCROFT, 4 MILES NORTH OF LONE ROCK AND 3-1/2
 OP1022'MILES EAST-SOUTHEAST OF SENECA.  IT IS IN THE NORTHWEST 1/4
 OP1022'OF SECTION 30, T 98 N, R 29 W AND ON THE PROPERTY OWNED BY MR.
 OP1022'LARRY JOHANNESEN OF LONE ROCK, WHO LIVES AT THE SITE.  HIS
 OP1022'PHONE NUMBER IS (515) 925-3632.
 OP1022'
 OP1022'TO REACH THE STATION FROM THE POST OFFICE IN LONE ROCK, GO NORTH
 OP1022'ON A PAVED ROAD FOR 4.0 MILES TO THE STATION ON THE RIGHT.
 OP1022'
 OP1022'THE STATION MARK IS A STANDARD REFERENCE DISK STAMPED JOHANNESEN
 OP1022'NO 1 1971, AND IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP1022'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 OP1022'IT IS 96 FEET SOUTH-SOUTHWEST OF THE SOUTHWESTERN CORNER OF
 OP1022'MR. JOANNESENS HOUSE, 72 FEET EAST-SOUTHEAST OF THE POWER POLE
 OP1022'WITH A TRANSFORMER, 50.5 FEET SOUTH OF THE CENTER OF A DRIVEWAY
 OP1022'AND 17 FEET NORTH OF A EAST-WEST LINE OF YOUNG TREES.
 OP1022'
 OP1022'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0778 ***********************************************************************
 NJ0778  DESIGNATION -  JOHNSON
 NJ0778  PID         -  NJ0778
 NJ0778  STATE/COUNTY-  IA/BENTON
 NJ0778  USGS QUAD   -  CENTER POINT NW (1968)
 NJ0778
 NJ0778                         *CURRENT SURVEY CONTROL
 NJ0778  ___________________________________________________________________
 NJ0778* NAD 83(1996)-  42 09 23.30737(N)    091 53 56.31158(W)     ADJUSTED  
 NJ0778* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 NJ0778  ___________________________________________________________________
 NJ0778  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 NJ0778  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 NJ0778
 NJ0778  HORZ ORDER  -  FIRST
 NJ0778
 NJ0778.The horizontal coordinates were established by classical geodetic methods
 NJ0778.and adjusted by the National Geodetic Survey in May 1999..
 NJ0778
 NJ0778.The orthometric height was scaled from a topographic map.
 NJ0778
 NJ0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0778
 NJ0778.The geoid height was determined by GEOID03.
 NJ0778
 NJ0778;                    North         East     Units Scale Factor Converg.
 NJ0778;SPC IA N     - 1,074,171.644 1,632,310.735   MT  0.99998491   +1 05 06.3
 NJ0778;UTM  15      - 4,667,736.236   590,961.069   MT  0.99970180   +0 44 20.4
 NJ0778
 NJ0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0778!SPC IA N     -   0.99995847  x   0.99998491  =   0.99994338
 NJ0778!UTM  15      -   0.99995847  x   0.99970180  =   0.99966029
 NJ0778
 NJ0778:                Primary Azimuth Mark                     Grid Az
 NJ0778:SPC IA N     -  URBANA MUNICIPAL TANK                    015 03 45.0
 NJ0778:UTM  15      -  URBANA MUNICIPAL TANK                    015 24 30.9
 NJ0778
 NJ0778|---------------------------------------------------------------------|
 NJ0778| PID    Reference Object                     Distance      Geod. Az  |
 NJ0778|                                                           dddmmss.s |
 NJ0778| NJ0776 URBANA MUNICIPAL TANK               APPROX. 7.9 KM 0160851.3 |
 NJ0778| NJ0780 WALKER MUNICIPAL TANK               APPROX.17.5 KM 0340205.3 |
 NJ0778| CI5776 JOHNSON AZ MK                                      1495050.8 |
 NJ0778| NK0547 ST JOHNS EVAN LUTH CH SPIRE         APPROX.17.6 KM 2113247.8 |
 NJ0778| CI5777 JOHNSON RM 1                         29.127 METERS 27126     |
 NJ0778| NK0542 VINTON BLIND SCHOOL TANK            APPROX.11.3 KM 2731325.0 |
 NJ0778| NK0540 VINTON BLIND SCH HEAT PLT STK       APPROX.11.2 KM 2742657.1 |
 NJ0778| NK0541 VINTON IOWA RR AND LT CORP STK      APPROX.10.1 KM 2750204.8 |
 NJ0778| NK0539 VINTON BENTON CO CTHSE DOME         APPROX.10.4 KM 2771414.9 |
 NJ0778| NK0543 VINTON MUNICIPAL TANK               APPROX.10.4 KM 2780107.2 |
 NJ0778| CI5778 JOHNSON RM 2                         69.714 METERS 32109     |
 NJ0778|---------------------------------------------------------------------|
 NJ0778
 NJ0778                          SUPERSEDED SURVEY CONTROL
 NJ0778
 NJ0778  NAD 83(1986)-  42 09 23.30332(N)    091 53 56.31410(W) AD(       ) 1
 NJ0778  NAD 27      -  42 09 23.32800(N)    091 53 55.66400(W) AD(       ) 1
 NJ0778
 NJ0778.Superseded values are not recommended for survey control.
 NJ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0778.See file dsdata.txt to determine how the superseded data were derived.
 NJ0778
 NJ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG9096167736(NAD 83)
 NJ0778_MARKER: DS = TRIANGULATION STATION DISK
 NJ0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0778_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NJ0778
 NJ0778  HISTORY     - Date     Condition        Report By
 NJ0778  HISTORY     - 1934     MONUMENTED       CGS
 NJ0778
 NJ0778                          STATION DESCRIPTION
 NJ0778
 NJ0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0778'STATION IS ABOUT 4 MILES NNW OF SHELLSBURG.  5-1/2 MILES
 NJ0778'SSW OF URBANA.  ON LAND OWNED BY EARL JOHNSON.  IN THE SE 1/4
 NJ0778'SEC. 21, T 85 N, R 9 W.  THE MARK IS ON A HIGH POINT IN A
 NJ0778'FIELD WHICH HAS A ROAD ON THE N AND W SIDE.  1 FOOT N OF AN
 NJ0778'E-W FENCE ALONG THE S EDGE OF THE FIELD (THIS IS THE
 NJ0778'PROPERTY LINE FENCE BETWEEN LAND OWNED BY MR. JOHNSON TO THE
 NJ0778'N, AND J.F. CROSS TO THE S).  202.5 FEET E OF THE CENTER
 NJ0778'LINE OF THE ROAD.  AND PROJECTS 6 INCHES.
 NJ0778'
 NJ0778'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NJ0778'BRONZE DISKS SET IN CONCRETE.
 NJ0778'
 NJ0778'REFERENCE MARK NO. 1 IS W OF THE STATION.  6 INCHES N OF THE
 NJ0778'E-W FENCE.  107 FEET E OF THE CENTER LINE OF THE ROAD.  182.19
 NJ0778'FEET SSE OF REFERENCE MARK NO. 2.  AND PROJECTS 4 INCHES.
 NJ0778'
 NJ0778'REFERENCE MARK NO. 2 IS NW OF THE STATION.  3 FEET E OF THE
 NJ0778'E RIGHT-OF-WAY FENCE OF THE ROAD.  75 FEET S OF A CURVE IN
 NJ0778'THE ROAD.  AND PROJECTS 3 INCHES.
 NJ0778'
 NJ0778'THE AZIMUTH MARK IS SE OF THE STATION.  IN THE E RIGHT-OF-WAY
 NJ0778'FENCE OF THE FIRST N-S ROAD E OF THE STATION.  0.9 MILE S OF
 NJ0778'A T-INTERSECTION.  200 YARDS S OF SOME FARM BUILDINGS ON THE
 NJ0778'E SIDE OF THE ROAD.  130 YARDS N OF SOME FARM BUILDINGS ON
 NJ0778'THE W SIDE OF THE ROAD.  AND PROJECTS 1 INCH.
 NJ0778'
 NJ0778'TO REACH FROM SHELLSBURG, GO N ON BENTON COUNTY ROUTE M 4.65
 NJ0778'MILES, TURN W AND FOLLOW WINDING ROAD 1.5 MILES TO THE FIELD
 NJ0778'IN WHICH THE STATION IS LOCATED.
 NJ0778'
 NJ0778'NO PROMINENT OBJECT VISIBLE FROM THE GROUND.
 NJ0778'
 NJ0778'ALL LIGHTS CAME INTO VIEW AT 60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0472 ***********************************************************************
 NK0472  DESIGNATION -  JOHNSON
 NK0472  PID         -  NK0472
 NK0472  STATE/COUNTY-  IA/FAYETTE
 NK0472  USGS QUAD   -  SUMNER (1971)
 NK0472
 NK0472                         *CURRENT SURVEY CONTROL
 NK0472  ___________________________________________________________________
 NK0472* NAD 83(1996)-  42 50 52.41733(N)    092 01 22.19284(W)     ADJUSTED  
 NK0472* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 NK0472  ___________________________________________________________________
 NK0472  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 NK0472  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 NK0472
 NK0472  HORZ ORDER  -  SECOND
 NK0472
 NK0472.The horizontal coordinates were established by classical geodetic methods
 NK0472.and adjusted by the National Geodetic Survey in May 1999..
 NK0472
 NK0472.The orthometric height was scaled from a topographic map.
 NK0472
 NK0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0472
 NK0472.The geoid height was determined by GEOID03.
 NK0472
 NK0472;                    North         East     Units Scale Factor Converg.
 NK0472;SPC IA N     - 1,150,775.134 1,620,734.304   MT  0.99995030   +1 00 04.1
 NK0472;UTM  15      - 4,744,386.922   579,843.888   MT  0.99967843   +0 39 52.4
 NK0472
 NK0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0472!SPC IA N     -   0.99994852  x   0.99995030  =   0.99989882
 NK0472!UTM  15      -   0.99994852  x   0.99967843  =   0.99962697
 NK0472
 NK0472:                Primary Azimuth Mark                     Grid Az
 NK0472:SPC IA N     -  JOHNSON AZ MK                            093 38 42.0
 NK0472:UTM  15      -  JOHNSON AZ MK                            093 58 53.7
 NK0472
 NK0472|---------------------------------------------------------------------|
 NK0472| PID    Reference Object                     Distance      Geod. Az  |
 NK0472|                                                           dddmmss.s |
 NK0472| CI5779 JOHNSON AZ MK                                      0943846.1 |
 NK0472| CI5780 JOHNSON RM 1                         12.597 METERS 13926     |
 NK0472| CI5781 JOHNSON RM 2                         24.814 METERS 26816     |
 NK0472| NK0473 SUMNER MUNICIPAL TANK               APPROX. 6.1 KM 2690111.7 |
 NK0472| NK0475 SUMNER ST JOHNS LUTH CH SPIRE       APPROX. 5.8 KM 2694548.7 |
 NK0472|---------------------------------------------------------------------|
 NK0472
 NK0472                          SUPERSEDED SURVEY CONTROL
 NK0472
 NK0472  NAD 83(1996)-  42 50 52.41710(N)    092 01 22.19258(W) AD(       ) 2
 NK0472  NAD 83(1986)-  42 50 52.40880(N)    092 01 22.19293(W) AD(       ) 2
 NK0472  NAD 27      -  42 50 52.48040(N)    092 01 21.56870(W) AD(       ) 2
 NK0472
 NK0472.Superseded values are not recommended for survey control.
 NK0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0472.See file dsdata.txt to determine how the superseded data were derived.
 NK0472
 NK0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7984444387(NAD 83)
 NK0472_MARKER: DS = TRIANGULATION STATION DISK
 NK0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0472
 NK0472  HISTORY     - Date     Condition        Report By
 NK0472  HISTORY     - 1961     MONUMENTED       CGS
 NK0472  HISTORY     - 1969     GOOD             USGS
 NK0472
 NK0472                          STATION DESCRIPTION
 NK0472
 NK0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NK0472'THE STATION IS ABOUT 4 MILES EAST OF SUMNER, ABOUT 7 MILES
 NK0472'SOUTHWEST OF RANDALIA, IN THE SOUTHWEST 1/4 OF SECTION 22,
 NK0472'T 93 N, R 10 W. AND ON THE ROAD RIGHT-OF-WAY.  IT IS 6 FEET
 NK0472'SOUTHEAST OF A POWER POLE, 6 FEET SOUTHWEST OF A WITNESS
 NK0472'POST, 7 FEET SOUTHWEST OF A WIRE FENCE, 40 FEET EAST OF
 NK0472'THE CENTERLINE OF A GRAVELED ROAD AND 143 FEET NORTHEAST OF
 NK0472'THE CENTER OF A CROSSROAD.  THE MONUMENT PROJECTS 1 INCH
 NK0472'AND THE DISK IS STAMPED JOHNSON 1961.
 NK0472'
 NK0472'TO REACH FROM THE INTERSECTION OF CARPENTER AND FIRST STREETS
 NK0472'IN SUMNER, GO EAST ON FIRST STREET (STATE HIGHWAY 93) FOR
 NK0472'3.8 MILES TO A CROSSROAD AND THE STATION ON THE LEFT IN
 NK0472'THE NORTHEAST ANGLE OF THE INTERSECTION.
 NK0472'
 NK0472'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 NK0472'HIGHWAY 93 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT
 NK0472'JUST WEST OF A FIELD ENTRANCE ROAD AND ON THE HIGHWAY RIGHT-OF-WAY.
 NK0472'
 NK0472'REFERENCE MARK 1 IS 9 FEET SOUTHWEST OF A WIRE FENCE, 41
 NK0472'FEET SOUTHEAST OF THE WITNESS POST, 43 FEET EAST OF THE
 NK0472'CENTERLINE OF THE GRAVELED ROAD, 47 FEET SOUTHEAST OF A
 NK0472'POWER POLE AND 104 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 NK0472'93.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NK0472'JOHNSON NO 1 1961.
 NK0472'
 NK0472'REFERENCE MARK 2 IS 14 FEET EAST OF A WIRE FENCE, 31 FEET
 NK0472'SOUTH OF A TELEPHONE POLE, 86 FEET WEST OF THE WITNESS POST
 NK0472'AND 39 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD.
 NK0472'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED JOHNSON
 NK0472'NO 2 1961.
 NK0472'
 NK0472'THE AZIMUTH MARK IS 1 FOOT NORTH OF A WIRE FENCE, 3 FEET
 NK0472'NORTHEAST OF A WITNESS POST, 8 FEET WEST OF THE CENTERLINE
 NK0472'OF A FIELD ENTRANCE ROAD AND 60 FEET SOUTH OF THE CENTERLINE
 NK0472'OF STATE HIGHWAY 93.  THE MONUMENT PROJECTS 8 INCHES AND
 NK0472'THE DISK IS STAMPED JOHNSON 1961.
 NK0472'
 NK0472'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NK0472
 NK0472                          STATION RECOVERY (1969)
 NK0472
 NK0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 NK0472'STATION MARK AND ALL OTHER SURFACE MARKS FOUND IN GOOD CONDITION
 NK0472'AS DESCRIBED.
 NK0472'
 NK0472'ALL MEASUREMENTS CHECKED O.K.
 NK0472'
 NK0472'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1179 ***********************************************************************
 OO1179  CBN         -  This is a Cooperative Base Network Control Station.
 OO1179  DESIGNATION -  JOICE RESET
 OO1179  PID         -  OO1179
 OO1179  STATE/COUNTY-  IA/WORTH
 OO1179  USGS QUAD   -  FERTILE (1972)
 OO1179
 OO1179                         *CURRENT SURVEY CONTROL
 OO1179  ___________________________________________________________________
 OO1179* NAD 83(1996)-  43 21 34.26088(N)    093 24 30.73393(W)     ADJUSTED  
 OO1179* NAVD 88     -       409.4    (meters)    1343.     (feet)  GPS OBS   
 OO1179  ___________________________________________________________________
 OO1179  X           -    -276,162.972 (meters)                     COMP
 OO1179  Y           -  -4,636,681.708 (meters)                     COMP
 OO1179  Z           -   4,356,888.157 (meters)                     COMP
 OO1179  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 OO1179  ELLIP HEIGHT-         380.25  (meters)          (06/15/04) GPS OBS
 OO1179  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 OO1179
 OO1179  HORZ ORDER  -  B
 OO1179  ELLP ORDER  -  FOURTH    CLASS I
 OO1179
 OO1179.The horizontal coordinates were established by GPS observations
 OO1179.and adjusted by the National Geodetic Survey in January 1997..
 OO1179.No horizontal observational check was made to the station.
 OO1179
 OO1179.The orthometric height was determined by GPS observations and a
 OO1179.high-resolution geoid model.
 OO1179
 OO1179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1179
 OO1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1179
 OO1179.The ellipsoidal height was determined by GPS observations
 OO1179.and is referenced to NAD 83.
 OO1179
 OO1179.The geoid height was determined by GEOID03.
 OO1179
 OO1179;                    North         East     Units Scale Factor Converg.
 OO1179;SPC IA N     - 1,206,561.693 1,507,414.470   MT  1.00001829   +0 03 43.2
 OO1179;UTM  15      - 4,800,820.828   466,895.591   MT  0.99961348   -0 16 49.8
 OO1179
 OO1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1179!SPC IA N     -   0.99994037  x   1.00001829  =   0.99995866
 OO1179!UTM  15      -   0.99994037  x   0.99961348  =   0.99955388
 OO1179
 OO1179|---------------------------------------------------------------------|
 OO1179| PID    Reference Object                     Distance      Geod. Az  |
 OO1179|                                                           dddmmss.s |
 OO1179| CI5785 JOICE RM 3                           20.494 METERS 00715     |
 OO1179| OO1130 MANLEY ROUND HOUSE CHIMNEY          APPROX.17.9 KM 1130132.5 |
 OO1179| OO1129 MANLEY STANDPIPE                    APPROX.18.4 KM 1154859.6 |
 OO1179| OO1181 HANLONTOWN GRACE LUTH CH SPIRE      APPROX. 9.3 KM 1631845.8 |
 OO1179| AC5727 JOICE RM 1                           74.963 METERS 18049     |
 OO1179| OO1182 FERTILE LUTH CH SPIRE               APPROX.10.5 KM 1881633.4 |
 OO1179| OO1195 FOREST CITY STANDPIPE               APPROX.21.9 KM 2403840.8 |
 OO1179| CI5784 JOICE AZ MK                                        2505725.1 |
 OO1179| CI5786 JOICE RM 4                           19.628 METERS 27015     |
 OO1179| AC5728 JOICE RM 2                            4.775 METERS 27122     |
 OO1179| OO1177 JOICE FARMERS ELEVATOR E GABLE      APPROX. 3.5 KM 2744141.1 |
 OO1179| OO1180 JOICE WHEELERS ELEV E GABLE         APPROX. 3.5 KM 2763836.9 |
 OO1179| OO1185 LAKE MILLS STANDPIPE                APPROX.12.0 KM 3024623.7 |
 OO1179|---------------------------------------------------------------------|
 OO1179
 OO1179                          SUPERSEDED SURVEY CONTROL
 OO1179
 OO1179  ELLIP H (01/15/97)  380.29   (m)                       GP(       ) 4 1
 OO1179  NAD 83(1986)-  43 21 34.25234(N)    093 24 30.72972(W) AD(       ) 1
 OO1179  NAD 27      -  43 21 34.41500(N)    093 24 29.98400(W) AD(       ) 1
 OO1179  NGVD 29 (07/19/86)  408.6    (m)         1341.     (f) VERT ANG       
 OO1179
 OO1179.Superseded values are not recommended for survey control.
 OO1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1179.See file dsdata.txt to determine how the superseded data were derived.
 OO1179
 OO1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6689600821(NAD 83)
 OO1179_MARKER: DS = TRIANGULATION STATION DISK
 OO1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1179_STAMPING: JOICE 1926 1971
 OO1179_MARK LOGO: CGS   
 OO1179_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1179+STABILITY: SURFACE MOTION
 OO1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1179+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2004
 OO1179
 OO1179  HISTORY     - Date     Condition        Report By
 OO1179  HISTORY     - 1971     MONUMENTED       NGS
 OO1179  HISTORY     - 1971     GOOD             NGS
 OO1179  HISTORY     - 1972     GOOD             USGS
 OO1179  HISTORY     - 19960311 GOOD             MNDT
 OO1179  HISTORY     - 19960916 GOOD             IADT
 OO1179  HISTORY     - 20041129 GOOD             INDIV
 OO1179
 OO1179                          STATION DESCRIPTION
 OO1179
 OO1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1179'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION
 OO1179'BUT INFORMATION OBTAINED FROM THE WORTH COUNTY ENGINEER STATED
 OO1179'THAT THEIR OFFICE HAD LOWERED THE SURFACE MARK.  HIS RECORDS
 OO1179'INDICATE THAT THE HORIZONTAL POSITION OF THE SURFACE MARK
 OO1179'HAD BEEN HELD AND THE MARK LOWERED 4.77 FEET DURING ROAD
 OO1179'CONSTRUCTION IN 1955.  THE UNDERGROUND MARK, REFERENCE MARKS
 OO1179'1 AND 2 WERE DESTROYED AT THE SAME TIME.  THE SURFACE MARK WAS
 OO1179'RESTAMPED, REFERENCE MARKS 3 AND 4 AND AN AZIMUTH MARK WERE
 OO1179'ESTABLISHED AT THIS TIME.  FOLLOWING IS A NEW AND COMPLETE
 OO1179'DESCRIPTION.
 OO1179'
 OO1179'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF FERTILE, 2-1/2 MILES
 OO1179'EAST OF JOICE IN THE SE 1/4 OF SEC. 26, T. 99 N., R. 22 W.
 OO1179'AND ON ROAD RIGHT-OF-WAY.
 OO1179'
 OO1179'TO REACH THE STATION FROM THE POST OFFICE IN JOICE, GO EAST ON
 OO1179'STATE HIGHWAY 397 FOR 0.1 MILE TO A CROSS ROAD.  TURN RIGHT
 OO1179'AND GO SOUTH ON A PAVED ROAD FOR 0.4 MILE TO A T-ROAD.  TURN
 OO1179'LEFT AND GO EAST ON A PAVED ROAD FOR 0.5 MILE TO A SIDE ROAD
 OO1179'RIGHT.  **CONTINUE EAST ON THE PAVED ROAD FOR 1.45 MILE TO
 OO1179'A CROSS ROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD
 OO1179'0.1 MILE TO A PIPE LINE CROSSING.  CONTINUE NORTH ON THE
 OO1179'GRAVELED ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 OO1179'
 OO1179'THE STATION MARK IS A STANDARD DISK STAMPED JOICE 1926 1971.
 OO1179'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 OO1179'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 OO1179'IT IS 56 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, 34 FEET
 OO1179'EAST OF THE CENTER OF A GRAVELED ROAD, 10 FEET WEST OF A WIRE
 OO1179'FENCE, 5 FEET WEST OF A METAL WITNESS POST AND ABOUT 4 FEET
 OO1179'LOWER THAN THE ROAD SURFACE.
 OO1179'
 OO1179'REFERENCE MARK 3, A STANDARD DISK STAMPED JOICE 1926 NO 3 1971,
 OO1179'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1179'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 41 FEET
 OO1179'EAST OF THE CENTER OF THE GRAVELED ROAD, 11 FEET NORTH OF THE
 OO1179'CENTER OF THE FIELD ENTRANCE AND 2 FEET WEST OF THE WIRE FENCE.
 OO1179'
 OO1179'REFERENCE MARK 4, A STANDARD DISK STAMPED JOICE 1926 NO 4 1971,
 OO1179'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1179'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 73 FEET
 OO1179'SOUTH OF THE CENTER OF A FIELD ENTRANCE, 31 FEET WEST OF THE
 OO1179'CENTER OF THE GRAVELED ROAD, 1 FOOT EAST OF A WIRE FENCE
 OO1179'
 OO1179'THE AZIMUTH MARK, A STANDARD DISK STAMPED JOICE 1926 1971, IS
 OO1179'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1179'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET
 OO1179'WEST OF THE CENTER OF A PAVED ROAD, 2 FEET SOUTH OF A POWER POLE
 OO1179'AND 2 FEET NORTH OF A METAL WITNESS POST.
 OO1179'
 OO1179'**TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON A
 OO1179'PAVED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OO1179'
 OO1179'HEIGHT OF LIGHT ABOVE STATION MARK 73.2 FEET.
 OO1179
 OO1179                          STATION RECOVERY (1972)
 OO1179
 OO1179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO1179'ALL MARKS FOUND IN GOOD CONDITION.  DISTANCES AND DIRECTIONS
 OO1179'CHECKED EXCEPT R.M. 4 IS OBSCURED.  DESCRIPTION ADEQUATE.
 OO1179
 OO1179                          STATION RECOVERY (1996)
 OO1179
 OO1179'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (GWO)
 OO1179'THE STATION WAS RECOVERED IN GOOD CONDITION.  RM 3 AND RM 4 WERE
 OO1179'SEARCHED FOR AND NOT FOUND.  A RR SPIKE WAS SET BY THE MARK TO MAKE IT
 OO1179'MAGNETIC.  A NEW DESCRIPTION FOLLOWS.  THE MARK IS ABOUT 2.5 MI (4.0
 OO1179'KM) EAST OF THE TOWN OF JOICE-IA IN THE SE 1/4 OF SECTION 26, T99N,
 OO1179'R22W.  TO REACH THE MARK FROM THE IA-MN BORDER ON FAI 35, GO SOUTH ON
 OO1179'FAI 35 FOR 9.9 MI (15.9 KM) TO EXIT 208, THEN GO WEST FOR 2.9 MI (4.7
 OO1179'KM) ON CO RD A38, THEN GO NORTH ON A GRAVEL RD (EVERGREEN RD) FOR 0.15
 OO1179'MI (0.24 KM) TO THE MARK ON THE RIGHT.  THE MARK, A DISK SET IN A CONC
 OO1179'MON, IS 34 FT (10.4 M) EAST OF A GRAVEL RD, 56 FT (17.1 M) SOUTH OF A
 OO1179'FIELD ENT, 5.0 FT (1.5 M) WEST OF A WIT POST, 276.7 FT (84.3 M) NNW OF
 OO1179'A GASOLINE WIT POST, 64.4 FT (19.6 M) EAST OF RM 4, AND 67.24 FT
 OO1179'(20.49 M) SOUTH OF RM 3.  RECOVERED AND DESCRIBED BY GREGORY W.
 OO1179'OBERN, CHECKED BY J.E.M.
 OO1179
 OO1179                          STATION RECOVERY (1996)
 OO1179
 OO1179'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 OO1179'RECOVERED IN 1996 BY IOWA DOT.  TO REACH THE STATION FROM THE
 OO1179'INTERSECTION OF INTERSTATE 35 SOUTHBOUND ON-OFF RAMPS AND COUNTY ROAD
 OO1179'A 38, GO WEST ON COUNTY ROAD A 38 FOR 2.9 MI (4.7 KM) TO A CROSSROAD,
 OO1179'EVERGREEN AVENUE.  TURN RIGHT AND GO NORTH ON EVERGREEN AVE.  FOR 0.15
 OO1179'MI (0.24 KM) TO THE STATION ON THE RIGHT, IN THE SOUTHEAST 1/4 OF
 OO1179'SECTION 26, T 99 N, R 22 W.  THE MONUMENT IS 1.5 M (4.9 FT) WEST OF A
 OO1179'WHITE METAL WITNESS POST, AND 2.6 M (8.5 FT) WEST OF A PINK STATE HARN
 OO1179'SURVEY SIGN.
 OO1179
 OO1179                          STATION RECOVERY (2004)
 OO1179
 OO1179'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SAA)
 OO1179'WAS FOUND AS PER DIRECTION ON NGS DATA SHEET. WAS WELL MARKED AND IN
 OO1179'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0821 ***********************************************************************
 NL0821  DESIGNATION -  JOLLEY FARMERS ELEV CO TOWER
 NL0821  PID         -  NL0821
 NL0821  STATE/COUNTY-  IA/CALHOUN
 NL0821  USGS QUAD   -  ROCKWELL CITY (1980)
 NL0821
 NL0821                         *CURRENT SURVEY CONTROL
 NL0821  ___________________________________________________________________
 NL0821* NAD 83(1996)-  42 28 42.14576(N)    094 43 13.55205(W)     ADJUSTED  
 NL0821* NAVD 88     -                                                        
 NL0821  ___________________________________________________________________
 NL0821  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 NL0821  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 NL0821
 NL0821  HORZ ORDER  -  THIRD
 NL0821
 NL0821.The horizontal coordinates were established by classical geodetic methods
 NL0821.and adjusted by the National Geodetic Survey in May 1999..
 NL0821
 NL0821
 NL0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0821
 NL0821.The geoid height was determined by GEOID03.
 NL0821
 NL0821;                    North         East     Units Scale Factor Converg.
 NL0821;SPC IA N     - 1,109,398.233 1,399,655.628   MT  0.99995080   -0 49 37.7
 NL0821;UTM  15      - 4,704,325.725   358,588.217   MT  0.99984604   -1 09 43.3
 NL0821
 NL0821                          SUPERSEDED SURVEY CONTROL
 NL0821
 NL0821  NAD 83(1996)-  42 28 42.14514(N)    094 43 13.55231(W) AD(       ) 4
 NL0821  NAD 83(1986)-  42 28 42.13988(N)    094 43 13.55085(W) AD(       ) 4
 NL0821  NAD 27      -  42 28 42.21600(N)    094 43 12.61500(W) AD(       ) 3
 NL0821
 NL0821.Superseded values are not recommended for survey control.
 NL0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0821.See file dsdata.txt to determine how the superseded data were derived.
 NL0821
 NL0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH5858804326(NAD 83)
 NL0821_MARKER: 55 = TOWER
 NL0821
 NL0821  HISTORY     - Date     Condition        Report By
 NL0821  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0821
 NL0821                          STATION DESCRIPTION
 NL0821
 NL0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0821'THIS IS AN INTERSECTION STATION.  THIS STATION IS THE WHITE
 NL0821'CYLINDRICAL SHAFT ON THE E SIDE OF THE JOLLEY FARMERS ELEVATOR
 NL0821'COMPANY, OF JOLLEY, IOWA.  THE ELEVATOR IS LOCATED ON THE
 NL0821'RIGHT-OF-WAY OF THE CHICAGO, MILWAUKEE AND ST. PAUL RAILROAD,
 NL0821'BETWEEN MAIN AND ELMER STREETS IN THE WESTERN PART OF THE VILLAGE,
 NL0821'IN SECTION 34, T 89 N, R 33 W.  IT WAS ERECTED IN 1919.
 NL0821'THE STATION IS THE SHAFT AT THE TOP OF THE ELEVATOR.
 NL0821'
 NL0821'THE ELEVATOR CONSISTS OF FOUR WHITE CYLINDRICAL SHAFTS 80
 NL0821'FEET HIGH, EACH AT ONE OF THE CORNERS OF A SQUARE CENTRAL
 NL0821'SHAFT.  ABOVE THESE, BETWEEN THE TWO SHAFTS WHICH ARE NE AND
 NL0821'THE SE CORNERS OF THE ELEVATOR, THERE IS ANOTHER SHAFT, ABOUT
 NL0821'40 FEET HIGH.  THIS SHAFT IS THE STATION.  THIS SHAFT HAS TWO
 NL0821'GLAZED WINDOWS IN THE LOWER PART OF THE N AND S SIDES AND A
 NL0821'GLAZED WINDOW IN THE UPPER PART ON BOTH THE E AND W SIDES.
 NL0821'THE ROOF IS SLIGHTLY CONICAL AND HAS A LIGHTNING ROD AND AN
 NL0821'UNUSED LIGHTING FIXTURE AT ITS TOP.  THE TOTAL HEIGHT IS
 NL0821'120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0747 ***********************************************************************
 NL0747  DESIGNATION -  JOLLIFFE
 NL0747  PID         -  NL0747
 NL0747  STATE/COUNTY-  IA/HUMBOLDT
 NL0747  USGS QUAD   -  BRADGATE (1980)
 NL0747
 NL0747                         *CURRENT SURVEY CONTROL
 NL0747  ___________________________________________________________________
 NL0747* NAD 83(1996)-  42 51 45.19518(N)    094 25 58.85515(W)     ADJUSTED  
 NL0747* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 NL0747  ___________________________________________________________________
 NL0747  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 NL0747  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 NL0747
 NL0747  HORZ ORDER  -  FIRST
 NL0747
 NL0747.The horizontal coordinates were established by classical geodetic methods
 NL0747.and adjusted by the National Geodetic Survey in May 1999..
 NL0747
 NL0747.The orthometric height was scaled from a topographic map.
 NL0747
 NL0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0747
 NL0747.The geoid height was determined by GEOID03.
 NL0747
 NL0747;                    North         East     Units Scale Factor Converg.
 NL0747;SPC IA N     - 1,151,769.586 1,423,756.945   MT  0.99995114   -0 37 56.4
 NL0747;UTM  15      - 4,746,547.794   382,936.341   MT  0.99976859   -0 58 29.7
 NL0747
 NL0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0747!SPC IA N     -   0.99994855  x   0.99995114  =   0.99989969
 NL0747!UTM  15      -   0.99994855  x   0.99976859  =   0.99971715
 NL0747
 NL0747|---------------------------------------------------------------------|
 NL0747| PID    Reference Object                     Distance      Geod. Az  |
 NL0747|                                                           dddmmss.s |
 NL0747| CI5790 JOLLIFFE RM 3                        66.501 METERS 06951     |
 NL0747| CI5788 JOLLIFFE RM 1                        26.170 METERS 08545     |
 NL0747| NL0744 BODE MUNICIPAL TANK                 APPROX.11.6 KM 0873226.8 |
 NL0747| NL0745 BODE LUTHERAN CHURCH SPIRE          APPROX.12.0 KM 0880753.1 |
 NL0747| CI5787 JOLLIFFE AZ MK                                     2742419.3 |
 NL0747| CI5791 JOLLIFFE RM 4                        27.847 METERS 32530     |
 NL0747| CI5789 JOLLIFFE RM 2                        52.779 METERS 33042     |
 NL0747|---------------------------------------------------------------------|
 NL0747
 NL0747                          SUPERSEDED SURVEY CONTROL
 NL0747
 NL0747  NAD 83(1996)-  42 51 45.19501(N)    094 25 58.85533(W) AD(       ) 1
 NL0747  NAD 83(1986)-  42 51 45.18799(N)    094 25 58.84586(W) AD(       ) 1
 NL0747  NAD 27      -  42 51 45.28400(N)    094 25 57.94500(W) AD(       ) 1
 NL0747
 NL0747.Superseded values are not recommended for survey control.
 NL0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0747.See file dsdata.txt to determine how the superseded data were derived.
 NL0747
 NL0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH8293646548(NAD 83)
 NL0747_MARKER: DS = TRIANGULATION STATION DISK
 NL0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0747
 NL0747  HISTORY     - Date     Condition        Report By
 NL0747  HISTORY     - 1938     MONUMENTED       CGS
 NL0747  HISTORY     - 1967     GOOD             CGS
 NL0747
 NL0747                          STATION DESCRIPTION
 NL0747
 NL0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0747'STATION IS LOCATED ABOUT 8 MILES W OF BODE, 6 MILES NE OF
 NL0747'ROLFE AND 9 MILES N OF GILMORE CITY, NEAR THE N CORNER OF
 NL0747'SEC. 19, T 93 N, R 30 W, ON LAND OWNED AND OCCUPIED BY R.H.
 NL0747'JOLLIFFE.
 NL0747'
 NL0747'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NL0747'BRONZE DISKS SET IN CONCRETE.
 NL0747'
 NL0747'MARK IS SET IN NW CORNER OF WINDBREAK FOR HOUSE, 111
 NL0747'FEET S OF E-W GRAVELED ROAD, 54 FEET E OF N-S FENCE LINE.
 NL0747'PROJECTS 8 INCHES.
 NL0747'
 NL0747'REACHED FROM GILMORE CITY, INTERSECTION OF IOWA 10 AND COUNTY
 NL0747'ROAD Y, 1 MILE E OF TOWN, GO N ON COUNTY ROAD Y, GRAVEL, 5.6
 NL0747'MILES TO INTERSECTION WITH COUNTY ROAD T, AT BRADGATE, THENCE
 NL0747'LEFT W ON COUNTY ROAD T, 1.5 MILES TO SIDE ROAD N, TURN N ON
 NL0747'GRAVEL ROAD 3.4 MILES TO TURN, E, THENCE E 0.5 MILE TO SIDE
 NL0747'ROAD N AND STATION ON S.
 NL0747'
 NL0747'REFERENCE MARK NO. 1 IS 85.86 FEET E OF STATION IN E-W FENCE
 NL0747'LINE OF S EDGE OF WINDBREAK.  PROJECTS 8 INCHES.
 NL0747'REFERENCE MARK NO. 2 IS 173.16 FEET NW OF STATION IN NW T-ROAD
 NL0747'CORNER, 30 FEET W OF CENTER LINE OF N-S ROAD, 40 FEET N OF E-W
 NL0747'ROAD, 1 FOOT E OF N-S FENCE LINE.  PROJECTS 8 INCHES.
 NL0747'
 NL0747'AZIMUTH MARK IS 0.35 MILE W OF STATION ON N SIDE OF GRAVEL
 NL0747'ROAD, SET 1 FOOT S OF E-W FENCE LINE AT W SIDE OF FIELD DRIVE
 NL0747'GATE, 30 FEET N OF CENTER LINE OF GRAVEL ROAD, 20 FEET W OF
 NL0747'TELEPHONE POLE.  PROJECTS 8 INCHES.
 NL0747'
 NL0747'A 90-FOOT TOWER NEEDED AT BODE, RUTLAND, GILMORE, PLOVER,
 NL0747'POCAHONTAS WITH 90-FOOT TOWER AT JOLLIFFE.
 NL0747'
 NL0747'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 NL0747
 NL0747                          STATION RECOVERY (1967)
 NL0747
 NL0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NL0747'THE STATION AND AZIMUTH MARKS RECOVERED AND FOUND IN GOOD
 NL0747'CONDITION.  R.M. NO. 1 HAD BEEN DESTROYED AND R.M. NO. 2 WAS
 NL0747'IN THE WAY OF ROAD CONSTRUCTION.  TWO NEW REFERENCE MARKS
 NL0747'WERE ESTABLISHED AT TIME OF RECOVERY.
 NL0747'
 NL0747'TO REACH FROM GILMORE CITY, FROM GRAVEL CROSSROADS ABOUT 1
 NL0747'MILE EAST OF TOWN, GO NORTH FOR 5.5 MILES TO A MAIN INTERSECTION
 NL0747'ABOUT 0.1 MILE NORTH OF THE POST OFFICE AT BRADGATE, TURN
 NL0747'LEFT AND GO WEST FOR 0.3 MILE TO FORKS, TAKE RIGHT FORK AND GO
 NL0747'NORTHWEST AND WEST FOR 1.15 MILES TO A SIDE ROAD RIGHT, TURN
 NL0747'RIGHT AND GO NORTH FOR 3.4 MILES TO POINT WHERE MAIN ROAD TURNS
 NL0747'RIGHT, TURN RIGHT AND GO EAST FOR 0.15 MILE TO THE AZIMUTH MARK
 NL0747'ON THE LEFT, CONTINUE EAST FOR 0.35 MILE TO A SIDE ROAD LEFT
 NL0747'AND STATION ON THE RIGHT.
 NL0747'
 NL0747'THE STATION MARK IS 109 FEET SOUTH OF THE CENTERLINE OF THE
 NL0747'ROAD, 81.5 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE AND 54.5
 NL0747'FEET EAST OF THE SECTION-LINE FENCE.  MARK PROJECTS ABOUT
 NL0747'6 INCHES.
 NL0747'
 NL0747'R.M. NO. 3 IS 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 NL0747'17 FEET EAST OF THE CENTERLINE OF A DRIVEWAY AND 1.5 FEET
 NL0747'WEST OF A POWERLINE POLE.  THE MARK IS ABOUT FLUSH AND THE
 NL0747'DISK IS STAMPED JOLLIFFE 1938 NO 3 1967.
 NL0747'
 NL0747'R.M. NO. 4 IS 33 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 NL0747'1.5 FEET EAST OF A FENCE POST AT SECTION LINE AND 1.5 FEET
 NL0747'SOUTH OF A METAL WITNESS POST.  THE MARK PROJECTS 4 INCHES
 NL0747'AND THE DISK IS STAMPED JOLLIFFE 1938 NO 4 1967.
 NL0747'
 NL0747'THE AZIMUTH MARK IS 33 FEET NORTH OF THE CENTERLINE OF THE
 NL0747'ROAD, 20 FEET WEST OF A TELEPHONE POLE, 1.5 FEET EAST OF A
 NL0747'METAL WITNESS POST AND 1 FOOT SOUTH OF A GATE POST AT A FIELD
 NL0747'ENTRANCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED JOLLIFFE
 NL0747'1938.
 NL0747'
 NL0747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 NL0747'NORTHEAST OF ROLFE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0845 ***********************************************************************
 LF0845  DESIGNATION -  JUNCTION
 LF0845  PID         -  LF0845
 LF0845  STATE/COUNTY-  IA/FREMONT
 LF0845  USGS QUAD   -  NEBRASKA CITY (1984)
 LF0845
 LF0845                         *CURRENT SURVEY CONTROL
 LF0845  ___________________________________________________________________
 LF0845* NAD 83(1996)-  40 40 11.45000(N)    095 45 36.97569(W)     ADJUSTED  
 LF0845* NAVD 88     -       280.786  (meters)     921.21   (feet)  ADJUSTED  
 LF0845  ___________________________________________________________________
 LF0845  LAPLACE CORR-          -7.48  (seconds)                    DEFLEC99
 LF0845  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LF0845  DYNAMIC HT  -         280.639 (meters)     920.73  (feet)  COMP
 LF0845  MODELED GRAV-     980,093.4   (mgal)                       NAVD 88
 LF0845
 LF0845  HORZ ORDER  -  THIRD
 LF0845  VERT ORDER  -  FIRST     CLASS II
 LF0845
 LF0845.The horizontal coordinates were established by classical geodetic methods
 LF0845.and adjusted by the National Geodetic Survey in May 1999..
 LF0845
 LF0845.The orthometric height was determined by differential leveling
 LF0845.and adjusted by the National Geodetic Survey in June 1991..
 LF0845.WARNING-Repeat measurements at this control monument indicate possible
 LF0845.vertical movement.
 LF0845
 LF0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0845
 LF0845.The geoid height was determined by GEOID03.
 LF0845
 LF0845.The dynamic height is computed by dividing the NAVD 88
 LF0845.geopotential number by the normal gravity value computed on the
 LF0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0845.degrees latitude (g = 980.6199 gals.).
 LF0845
 LF0845.The modeled gravity was interpolated from observed gravity values.
 LF0845
 LF0845;                    North         East     Units Scale Factor Converg.
 LF0845;SPC IA S     -    76,868.467   308,909.156   MT  0.99999104   -1 29 19.8
 LF0845;SPC NE       -   101,662.982   858,256.203   MT  0.99976416   +2 48 34.8
 LF0845;UTM  15      - 4,505,772.097   266,688.728   MT  1.00027007   -1 47 58.8
 LF0845
 LF0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0845!SPC IA S     -   0.99996060  x   0.99999104  =   0.99995164
 LF0845!SPC NE       -   0.99996060  x   0.99976416  =   0.99972476
 LF0845!UTM  15      -   0.99996060  x   1.00027007  =   1.00023065
 LF0845
 LF0845:                Primary Azimuth Mark                     Grid Az
 LF0845:SPC IA S     -  PUGH RESET                               009 57 18.5
 LF0845:SPC NE       -  PUGH RESET                               005 39 23.9
 LF0845:UTM  15      -  PUGH RESET                               010 15 57.5
 LF0845
 LF0845|---------------------------------------------------------------------|
 LF0845| PID    Reference Object                     Distance      Geod. Az  |
 LF0845|                                                           dddmmss.s |
 LF0845| LF1396 PUGH RESET                          APPROX.12.0 KM 0082758.7 |
 LF0845| LF0847 JUNCTION RM 3                        20.377 METERS 06545     |
 LF0845| LF0846 JUNCTION RM 1                        19.860 METERS 14903     |
 LF0845| LF0848 PTS 1                                26.728 METERS 23813     |
 LF0845| LF0849 JUNCTION AZ MK                                     3282928.0 |
 LF0845|---------------------------------------------------------------------|
 LF0845
 LF0845                          SUPERSEDED SURVEY CONTROL
 LF0845
 LF0845  NAD 83(1996)-  40 40 11.45000(N)    095 45 36.97568(W) AD(       ) 3
 LF0845  NAD 83(1986)-  40 40 11.45672(N)    095 45 36.97087(W) AD(       ) 3
 LF0845  NAD 27      -  40 40 11.45900(N)    095 45 35.96900(W) AD(       ) 3
 LF0845  NGVD 29 (??/??/92)  280.769  (m)          921.16   (f) ADJ UNCH    1 2
 LF0845
 LF0845.Superseded values are not recommended for survey control.
 LF0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0845.See file dsdata.txt to determine how the superseded data were derived.
 LF0845
 LF0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6668905772(NAD 83)
 LF0845_MARKER: DS = TRIANGULATION STATION DISK
 LF0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0845_SP_SET: CONCRETE POST
 LF0845_STAMPING: JUNCTION 1947
 LF0845_MARK LOGO: CGS   
 LF0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0845+STABILITY: SURFACE MOTION
 LF0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0845+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 LF0845
 LF0845  HISTORY     - Date     Condition        Report By
 LF0845  HISTORY     - 1947     MONUMENTED       CGS
 LF0845  HISTORY     - 1948     GOOD             NGS
 LF0845  HISTORY     - 1971     GOOD             NGS
 LF0845  HISTORY     - 1971     GOOD             NGS
 LF0845  HISTORY     - 1984     GOOD             NGS
 LF0845  HISTORY     - 19890724 GOOD             NGS
 LF0845
 LF0845                          STATION DESCRIPTION
 LF0845
 LF0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF0845'STATION IS ABOUT 7 MILES NORTHWEST OF HAMBURG, 5 MILES EAST OF
 LF0845'NEBRASKA CITY AT A SMALL DEPOT AND POST OFFICE IN PAYNE ON THE
 LF0845'C.B. AND Q. RAILROAD.  STATION IS 37 FEET WEST OF ROAD JUNCTION, 28
 LF0845'FEET SOUTHWEST OF MACADAM ROAD AND 21 FEET NORTHEAST OF THE
 LF0845'NORTHEAST RAILROAD TRACK.  THE MARK PROJECTS ABOUT 4 INCHES AND
 LF0845'THE DISK IS STAMPED JUNCTION 1947.
 LF0845'
 LF0845'REFERENCE MARK NO. 1 IS 65.06 FEET SOUTHEAST OF STATION, 32 FEET
 LF0845'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF MACADAM ROAD, 20
 LF0845'FEET NORTHEAST OF THE NORTHEAST RAILROAD TRACK, AND 3 FEET
 LF0845'NORTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4 INCHES
 LF0845'AND THE DISK IS STAMPED JUNCTION NO 1 1947.
 LF0845'
 LF0845'BM PRIM TRAV. STA NO 1 1905 (USGS) IS 87.69 FEET SOUTHWEST OF
 LF0845'STATION, 49 FEET SOUTHWEST OF THE SOUTHWEST RAILROAD TRACK, 43
 LF0845'FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF ROAD, 14 FEET
 LF0845'NORTHWEST OF FENCECORNER, 1.6 FEET NORTHWEST OF WITNESS POST AND
 LF0845'1 FOOT SOUTHWEST OF FENCELINE.  THE MARK IS A 4 INCH PIPE WITH
 LF0845'A STANDARD USGS BM CAP WHICH PROJECTS ABOUT 8 INCHES AND THE
 LF0845'DISK IS STAMPED PRIM TRAV. 924 FEET DATUM ADJ 1903 STA NO 1
 LF0845'1905.  THIS MARK WAS USED AS REFERENCE NO. 2.  A TRAVERSE
 LF0845'CONNECTION WAS MADE TO TRIANGULATION STATION JUNCTION.
 LF0845'
 LF0845'TO REACH STATION FROM THE POST OFFICE IN PAYNE GO NORTH ACROSS
 LF0845'RAILROAD TRACKS 0.1 MILE TO STATION ON LEFT OR NORTHWEST SIDE
 LF0845'OF ROAD AS DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION GO
 LF0845'NORTHWEST ALONG RAILROAD TRACKS FOR 0.4 MILE TO AZIMUTH ON
 LF0845'LEFT OR SOUTH WEST SIDE OF ROAD AS DESCRIBED.
 LF0845'
 LF0845'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LF0845
 LF0845                          STATION RECOVERY (1948)
 LF0845
 LF0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0845'AT PAYNE.
 LF0845'AT PAYNE, ABOUT 0.1 MILE NORTHWEST OF THE CHICAGO, BURLINGTON
 LF0845'AND QUINCY RAILROAD STATION, SET BETWEEN THE GRAVEL ROAD AND
 LF0845'THE TRACK, 35.9 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 LF0845'TRACK, 33.0 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTH-SOUTH
 LF0845'ROAD, 33.0 FEET NORTHWEST OF THE CENTER LINE OF THE EAST-WEST
 LF0845'ROAD WHICH CROSSES THE TRACKS, 15.2 FEET NORTH NORTHWEST OF THE
 LF0845'RAILROAD CROSSING SIGN POST, 4.5 FEET NORTH OF A 4 X 4 REFERENCE
 LF0845'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 LF0845'ABOVE THE GROUND.  NOTE-- 1 FT. S. OF METAL WITNESS POST.
 LF0845
 LF0845                          STATION RECOVERY (1971)
 LF0845
 LF0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LF0845'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AS
 LF0845'DESCRIBED AND FOUND IN GOOD CONDITION.  B.M. PRIM TRAVERSE
 LF0845'STATION 1 (USGS) WAS SEARCHED FOR BUT NOT FOUND AND ASSUMED
 LF0845'DESTROYED BY CONSTRUCTION.  AZIMUTH MARK HAS BEEN DESTROYED BY
 LF0845'RAILROAD CONSTRUCTION, NO OBJECTS VISIBLE SO A NEW AZIMUTH MARK
 LF0845'WAS NOT SET.  THE DISTANCE TO REFERENCE MARK NO. 1 FAILED TO
 LF0845'CHECK BY 0.10 FEET.
 LF0845'
 LF0845'REFERENCE MARK NO. 3 WAS SET.
 LF0845'
 LF0845'THE OLD DESCRIPTION WILL BE ADEQUATE FOR RECOVERY WITH THE
 LF0845'FOLLOWING NOTES FOR REFERENCE MARK NO. 3.
 LF0845'
 LF0845'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED JUNCTION 1947 NO.
 LF0845'3 1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 LF0845'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 36 FEET NORTHEAST
 LF0845'OF THE CENTER OF A BLACKTOP ROAD AND 5 FEET NORTHWEST OF THE
 LF0845'SOUTHEAST BRACE POST AT A FIELD ENTRANCE.
 LF0845'
 LF0845'STATION MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 LF0845'
 LF0845'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT PAYNE.
 LF0845
 LF0845                          STATION RECOVERY (1971)
 LF0845
 LF0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LF0845'RECOVERED IN GOOD CONDITION.
 LF0845
 LF0845                          STATION RECOVERY (1984)
 LF0845
 LF0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0845'LOCATED 1.77 KM (1.1 MI) EAST ALONG STATE HIGHWAY 2, FROM THE
 LF0845'JUNCTION WITH INTERSTATE HIGHWAY 29, THENCE 2.25 KM (1.4 MI) RIGHT
 LF0845'AND SOUTH AND SOUTHEAST ALONG A PAVED ROAD TO A ROAD ON THE LEFT AND
 LF0845'A RAILROAD CROSSING AT OLD PAYNE AND THE MARK, 10.0 M (33.0 FT)
 LF0845'SOUTHWEST FROM THE CENTERLINE OF THE PAVED ROAD, 9.5 M (31.0 FT)
 LF0845'NORTHWEST FROM THE CENTERLINE FO THE ROAD CROSSING THE TRACKS, 6.40 M
 LF0845'(21.0 FT) NORTHEAST FROM THE NORTHEAST RAIL OF THE MOST NORTHEAST SET
 LF0845'OF TRACKS, 1.53 M (5.0 FT) EAST FROM ABURIED
 LF0845
 LF0845                          STATION RECOVERY (1989)
 LF0845
 LF0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0845'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.1 KM (6.30
 LF0845'MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE POST
 LF0845'OFFICE IN PERCIVAL.  DELETE--4.5 FEET NORTH OF A 4X4 REFERENCE POST.
 LF0845'ADD--0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0846 ***********************************************************************
 LF0846  DESIGNATION -  JUNCTION RM 1
 LF0846  PID         -  LF0846
 LF0846  STATE/COUNTY-  IA/FREMONT
 LF0846  USGS QUAD   -  NEBRASKA CITY (1984)
 LF0846
 LF0846                         *CURRENT SURVEY CONTROL
 LF0846  ___________________________________________________________________
 LF0846* NAD 83(1986)-  40 40 11.     (N)    095 45 36.     (W)     SCALED    
 LF0846* NAVD 88     -       281.132  (meters)     922.35   (feet)  ADJUSTED  
 LF0846  ___________________________________________________________________
 LF0846  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LF0846  DYNAMIC HT  -         280.985 (meters)     921.87  (feet)  COMP
 LF0846  MODELED GRAV-     980,093.4   (mgal)                       NAVD 88
 LF0846
 LF0846  VERT ORDER  -  FIRST     CLASS II
 LF0846
 LF0846.The horizontal coordinates were scaled from a topographic map and have
 LF0846.an estimated accuracy of +/- 6 seconds.
 LF0846
 LF0846.The orthometric height was determined by differential leveling
 LF0846.and adjusted by the National Geodetic Survey in June 1991..
 LF0846
 LF0846.The geoid height was determined by GEOID03.
 LF0846
 LF0846.The dynamic height is computed by dividing the NAVD 88
 LF0846.geopotential number by the normal gravity value computed on the
 LF0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0846.degrees latitude (g = 980.6199 gals.).
 LF0846
 LF0846.The modeled gravity was interpolated from observed gravity values.
 LF0846
 LF0846;                    North         East    Units  Estimated Accuracy
 LF0846;SPC IA S     -    76,850.      308,930.      MT  (+/- 180 meters Scaled)
 LF0846
 LF0846                          SUPERSEDED SURVEY CONTROL
 LF0846
 LF0846  NGVD 29 (??/??/92)  281.030  (m)          922.01   (f) ADJ UNCH    1 2
 LF0846
 LF0846.Superseded values are not recommended for survey control.
 LF0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0846.See file dsdata.txt to determine how the superseded data were derived.
 LF0846
 LF0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF667057(NAD 83)
 LF0846_MARKER: DR = REFERENCE MARK DISK
 LF0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0846_SP_SET: CONCRETE POST
 LF0846_STAMPING: JUNCTION NO 1 1947
 LF0846_MARK LOGO: CGS   
 LF0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0846+STABILITY: SURFACE MOTION
 LF0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0846+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 LF0846
 LF0846  HISTORY     - Date     Condition        Report By
 LF0846  HISTORY     - 1947     MONUMENTED       CGS
 LF0846  HISTORY     - 1948     GOOD             NGS
 LF0846  HISTORY     - 1984     GOOD             NGS
 LF0846  HISTORY     - 19890724 GOOD             NGS
 LF0846
 LF0846                          STATION DESCRIPTION
 LF0846
 LF0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0846'AT PAYNE.
 LF0846'AT PAYNE, ABOUT 0.1 MILE NORTHWEST OF THE CHICAGO, BURLINGTON
 LF0846'AND QUINCY RAILROAD STATION, 65.6 FEET SOUTHEAST OF TRIANGULATION
 LF0846'STATION JUNCTION 1947, 32.0 FEET SOUTHWEST OF THE CENTER LINE
 LF0846'OF THE NORTH-SOUTH ROAD, 34.0 FEET SOUTHEAST OF THE CENTER LINE
 LF0846'OF THE EAST-WEST ROAD WHICH CROSSES THE TRACKS, 35.2 FEET
 LF0846'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 3.3 FEET
 LF0846'NORTHEAST OF A TELEPHONE POLE, 1.0 FOOT NORTHWEST OF A 4 X 4
 LF0846'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF0846'0.3 FOOT ABOVE THE GROUND.
 LF0846
 LF0846                          STATION RECOVERY (1984)
 LF0846
 LF0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0846'AT OLD PAYNE JUNCTION, 19.99 M (65.6 FT) SOUTHEAST OF STATION
 LF0846'JUNCTION, 10.0 M (33.0 FT) SOUTHWEST OF THE CENTERLINE OF THE PAVED
 LF0846'ROAD, 10.0 M (33.0 FT) SOUTHEAST OF THE ROAD WHICH CROSSES THE
 LF0846'RAILROAD TRACKS, 6.34 M (20.8 FT) NORTHEAST OF THE MOST NORTHEASTERY
 LF0846'RAIL OF A DOUBLE SET OF TRACKS, 1.00 M (3.7 FT) NORTHEAST OF A
 LF0846'TELEPHONE POLE.
 LF0846
 LF0846                          STATION RECOVERY (1989)
 LF0846
 LF0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0846'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.1 KM (6.30
 LF0846'MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE POST
 LF0846'OFFICE IN PERCIVAL.  DELETE--3.3 FEET NORTHEAST OF A TELEPHONE POLE.
 LF0846'CHANGE--4X4 REFERENCE POST, TO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0847 ***********************************************************************
 LF0847  DESIGNATION -  JUNCTION RM 3
 LF0847  PID         -  LF0847
 LF0847  STATE/COUNTY-  IA/FREMONT
 LF0847  USGS QUAD   -  NEBRASKA CITY (1984)
 LF0847
 LF0847                         *CURRENT SURVEY CONTROL
 LF0847  ___________________________________________________________________
 LF0847* NAD 83(1986)-  40 40 11.     (N)    095 45 36.     (W)     SCALED    
 LF0847* NAVD 88     -       280.21   (meters)     919.3    (feet)  RESET     
 LF0847  ___________________________________________________________________
 LF0847  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LF0847
 LF0847  VERT ORDER  -  THIRD
 LF0847
 LF0847.The horizontal coordinates were scaled from a topographic map and have
 LF0847.an estimated accuracy of +/- 6 seconds.
 LF0847
 LF0847.The orthometric height was computed from unverified reset data.
 LF0847.No vertical observational check was made to the station.
 LF0847
 LF0847.The geoid height was determined by GEOID03.
 LF0847
 LF0847;                    North         East    Units  Estimated Accuracy
 LF0847;SPC IA S     -    76,850.      308,930.      MT  (+/- 180 meters Scaled)
 LF0847
 LF0847                          SUPERSEDED SURVEY CONTROL
 LF0847
 LF0847  NGVD 29 (??/??/??)  280.19   (m)          919.3    (f) RESET       3  
 LF0847
 LF0847.Superseded values are not recommended for survey control.
 LF0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0847.See file dsdata.txt to determine how the superseded data were derived.
 LF0847
 LF0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF667057(NAD 83)
 LF0847_MARKER: DR = REFERENCE MARK DISK
 LF0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0847_STAMPING: JUNCTION NO 3 1947 1971
 LF0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0847+STABILITY: SURFACE MOTION
 LF0847
 LF0847  HISTORY     - Date     Condition        Report By
 LF0847  HISTORY     - 1971     MONUMENTED       NGS
 LF0847  HISTORY     - 1984     GOOD             NGS
 LF0847
 LF0847                          STATION DESCRIPTION
 LF0847
 LF0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LF0847'AT PAYNE.
 LF0847'AT PAYNE, ABOUT 0.1 MILE NORTHWEST OF THE CHICAGO, BURLINGTON,
 LF0847'AND QUINCY RAILROAD STATION, 66.86 FEET NORTHEAST OF TRIANGULATION
 LF0847'STATION JUNCTION 1947, 36 FEET NORTHEAST OF THE CENTER OF A
 LF0847'SURFACED ROAD, 5 FEET NORTHWEST OF THE SOUTHEAST BRACE POST AT
 LF0847'A FIELD ENTRANCE, AND SET IN THE TOP OF A ROUND CONCRETE POST
 LF0847'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 LF0847
 LF0847                          STATION RECOVERY (1984)
 LF0847
 LF0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0847'AT END PAYNE JUNCTION, 20.39 M (66.9 FT) NORTHEAST OF TRIANGULATION
 LF0847'STATION JUNCTION, 11.0 M (36 FT) NORTHEAST OF THE CENTERLINE OF THE
 LF0847'PAVED ROAD, 7.7 M (25.5 FT) SOUTHWEST FROM A GUYED POWERLINE POLE,
 LF0847'0.61 M (2.0 FT) WEST FROM THE BASE OF THE SOUTHEAST SET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0124 ***********************************************************************
 OP0124  CBN         -  This is a Cooperative Base Network Control Station.
 OP0124  DESIGNATION -  K 1
 OP0124  PID         -  OP0124
 OP0124  STATE/COUNTY-  IA/KOSSUTH
 OP0124  USGS QUAD   -  BURT (1972)
 OP0124
 OP0124                         *CURRENT SURVEY CONTROL
 OP0124  ___________________________________________________________________
 OP0124* NAD 83(1996)-  43 13 35.22702(N)    094 13 16.86646(W)     ADJUSTED  
 OP0124* NAVD 88     -       351.223  (meters)    1152.30   (feet)  ADJUSTED  
 OP0124  ___________________________________________________________________
 OP0124  X           -    -342,653.448 (meters)                     COMP
 OP0124  Y           -  -4,642,366.026 (meters)                     COMP
 OP0124  Z           -   4,346,087.826 (meters)                     COMP
 OP0124  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 OP0124  ELLIP HEIGHT-         322.49  (meters)          (07/28/03) GPS OBS
 OP0124  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 OP0124  DYNAMIC HT  -         351.130 (meters)    1152.00  (feet)  COMP
 OP0124  MODELED GRAV-     980,346.4   (mgal)                       NAVD 88
 OP0124
 OP0124  HORZ ORDER  -  B
 OP0124  VERT ORDER  -  FIRST     CLASS II
 OP0124  ELLP ORDER  -  FOURTH    CLASS I
 OP0124
 OP0124.The horizontal coordinates were established by GPS observations
 OP0124.and adjusted by the National Geodetic Survey in August 1997..
 OP0124
 OP0124.The orthometric height was determined by differential leveling
 OP0124.and adjusted by the National Geodetic Survey in June 1991..
 OP0124
 OP0124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0124
 OP0124.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0124
 OP0124.The ellipsoidal height was determined by GPS observations
 OP0124.and is referenced to NAD 83.
 OP0124
 OP0124.The geoid height was determined by GEOID03.
 OP0124
 OP0124.The dynamic height is computed by dividing the NAVD 88
 OP0124.geopotential number by the normal gravity value computed on the
 OP0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0124.degrees latitude (g = 980.6199 gals.).
 OP0124
 OP0124.The modeled gravity was interpolated from observed gravity values.
 OP0124
 OP0124;                    North         East     Units Scale Factor Converg.
 OP0124;SPC IA N     - 1,192,024.317 1,441,397.873   MT  0.99999290   -0 29 20.0
 OP0124;UTM  15      - 4,786,686.473   400,815.517   MT  0.99972101   -0 50 11.6
 OP0124
 OP0124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0124!SPC IA N     -   0.99994943  x   0.99999290  =   0.99994233
 OP0124!UTM  15      -   0.99994943  x   0.99972101  =   0.99967045
 OP0124
 OP0124                          SUPERSEDED SURVEY CONTROL
 OP0124
 OP0124  ELLIP H (08/25/97)  322.50   (m)                       GP(       ) 4 1
 OP0124  NAVD 88 (08/25/97)  351.22   (m)         1152.3    (f) LEVELING    3  
 OP0124  NGVD 29 (??/??/92)  351.171  (m)         1152.13   (f) ADJ UNCH    1 2
 OP0124
 OP0124.Superseded values are not recommended for survey control.
 OP0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0124.See file dsdata.txt to determine how the superseded data were derived.
 OP0124
 OP0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0081686686(NAD 83)
 OP0124_MARKER: DB = BENCH MARK DISK
 OP0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0124_STAMPING: 1152.134 K 1 1930
 OP0124_MARK LOGO: CGS   
 OP0124_PROJECTION: PROJECTING 5 CENTIMETERS
 OP0124_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OP0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0124+STABILITY: SURFACE MOTION
 OP0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0124+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2005
 OP0124
 OP0124  HISTORY     - Date     Condition        Report By
 OP0124  HISTORY     - 1930     MONUMENTED       CGS
 OP0124  HISTORY     - 1971     GOOD             NGS
 OP0124  HISTORY     - 19950531 GOOD             IAHD
 OP0124  HISTORY     - 19960909 GOOD             NGS
 OP0124  HISTORY     - 20030205 GOOD             NGS
 OP0124  HISTORY     - 20041206 GOOD             MNDT
 OP0124  HISTORY     - 20051221 GOOD             INDIV
 OP0124
 OP0124                          STATION DESCRIPTION
 OP0124
 OP0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OP0124'2 MI N FROM BURT.
 OP0124'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 169 AND COUNTY
 OP0124'ROUTE B 19, ABOUT 1 MILE NORTH-NORTHWEST OF BURT, GO NORTH ON HIGHWAY
 OP0124'169 FOR 1.3 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A DIRT
 OP0124'ROAD FOR 0.25 MILE TO A RAILROAD TRACK AND THE MARK ON THE LEFT.  THE
 OP0124'MARK IS A U.S. COAST AND GEODETIC SURVEY DISK STAMPED 1152.134 K 1
 OP0124'1930 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 OP0124'FLUSH WITH THE GROUND SURFACE.  IT IS 55 FEET NORTH OF THE APPROXIMATE
 OP0124'CENTER OF THE DIRT ROAD, 45 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 OP0124'TRACK, 19 FEET NORTH OF A FENCE CORNER POST AND 1 FOOT EAST OF A WIRE
 OP0124'FENCE.  SW 1/4, SEC 12, T 97N, R 29W.
 OP0124
 OP0124                          STATION RECOVERY (1995)
 OP0124
 OP0124'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1995
 OP0124'RECOVERED AS DESCRIBED.
 OP0124
 OP0124                          STATION RECOVERY (1996)
 OP0124
 OP0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 OP0124'THE STATION IS 2 MI (3.2 KM) NORTH OF BURT AND 11 MI (17.7 KM) NORTH
 OP0124'OF ALGONA, NORTH OF 320 ST AND WEST OF THE RAILROAD TRACKS IN A CORN
 OP0124'FIELD.  OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE JUNCTION OF
 OP0124'STATE HIGHWAY 169 AND COUNTY ROUTE B 19 GO NORTH 1.3 MI (2.1 KM) ON
 OP0124'STATE HIGHWAY 169 TO THE INTERSECTION OF 320 ST ON THE RIGHT. TURN
 OP0124'RIGHT, EAST, AND GO 0.25 ON 320 ST TO THE STATION ON THE LEFT. THE
 OP0124'STATION IS APPROXIMATELY 55 FT (16.8 M) NORTH OF THE CENTERLINE OF 320
 OP0124'ST AND 45.7 FT (13.9 M) WEST OF THE WEST RAIL OF TRACKS.  THE STATION
 OP0124'IS A USCGS BENCH MARK STAMPED 1152.134 K 1 1930 SET IN THE TOP OF A
 OP0124'12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4 CM.  NOTE--THE STATION
 OP0124'IS IN A CORN FIELD WHICH WAS APPROXIMATELY 9 FT (2.7 M) HIGH AT THE
 OP0124'TIME OF THE RECONNAISSANCE.
 OP0124
 OP0124                          STATION RECOVERY (2003)
 OP0124
 OP0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003
 OP0124'RECOVERED IN GOOD CONDITION.
 OP0124
 OP0124                          STATION RECOVERY (2004)
 OP0124
 OP0124'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OP0124'2 MILES NORTH OF BURT, 11 MILES NORTH OF ALGONA, 1.3 MILES NORTH ON
 OP0124'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 OP0124'ROAD B 19 IN BURT TO TRUNK HIGHWAY 169 MILEPOINT 208.95, THEN 0.25
 OP0124'MILE EAST ON 320TH STREET,  55 FEET NORTH OF 320 STREET, 45.7 FEET
 OP0124'WEST OF WEST RAILROAD RAIL, 19 FEET NORTH OF FENCE CORNER POST, 1.5
 OP0124'FEET SOUTH OF CARSONITE WITNESS POST .  PROJECTS 2 INCHES, MAGNETIC.
 OP0124
 OP0124                          STATION RECOVERY (2005)
 OP0124
 OP0124'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BLY)
 OP0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0168 ***********************************************************************
 NL0168  DESIGNATION -  K 101
 NL0168  PID         -  NL0168
 NL0168  STATE/COUNTY-  IA/CALHOUN
 NL0168  USGS QUAD   -  LOHRVILLE (1980)
 NL0168
 NL0168                         *CURRENT SURVEY CONTROL
 NL0168  ___________________________________________________________________
 NL0168* NAD 83(1986)-  42 19 32.     (N)    094 34 43.     (W)     SCALED    
 NL0168* NAVD 88     -       359.130  (meters)    1178.25   (feet)  ADJUSTED  
 NL0168  ___________________________________________________________________
 NL0168  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 NL0168  DYNAMIC HT  -         358.996 (meters)    1177.81  (feet)  COMP
 NL0168  MODELED GRAV-     980,239.2   (mgal)                       NAVD 88
 NL0168
 NL0168  VERT ORDER  -  SECOND    CLASS 0
 NL0168
 NL0168.The horizontal coordinates were scaled from a topographic map and have
 NL0168.an estimated accuracy of +/- 6 seconds.
 NL0168
 NL0168.The orthometric height was determined by differential leveling
 NL0168.and adjusted by the National Geodetic Survey in June 1991..
 NL0168
 NL0168.The geoid height was determined by GEOID03.
 NL0168
 NL0168.The dynamic height is computed by dividing the NAVD 88
 NL0168.geopotential number by the normal gravity value computed on the
 NL0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0168.degrees latitude (g = 980.6199 gals.).
 NL0168
 NL0168.The modeled gravity was interpolated from observed gravity values.
 NL0168
 NL0168;                    North         East    Units  Estimated Accuracy
 NL0168;SPC IA N     - 1,092,270.    1,411,100.      MT  (+/- 180 meters Scaled)
 NL0168
 NL0168                          SUPERSEDED SURVEY CONTROL
 NL0168
 NL0168  NGVD 29 (??/??/92)  359.054  (m)         1178.00   (f) ADJ UNCH    2 0
 NL0168
 NL0168.Superseded values are not recommended for survey control.
 NL0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0168.See file dsdata.txt to determine how the superseded data were derived.
 NL0168
 NL0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG699871(NAD 83)
 NL0168_MARKER: DB = BENCH MARK DISK
 NL0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0168_STAMPING: K 101 1935
 NL0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0168+STABILITY: SURFACE MOTION
 NL0168
 NL0168  HISTORY     - Date     Condition        Report By
 NL0168  HISTORY     - 1935     MONUMENTED       CGS
 NL0168  HISTORY     - 1975     GOOD             NGS
 NL0168
 NL0168                          STATION DESCRIPTION
 NL0168
 NL0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0168'AT RANDS.
 NL0168'AT RANDS, CALHOUN COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0168'PACIFIC RAILROAD, OPPOSITE THE SOUTHEAST END OF THE STATION, 45
 NL0168'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 3 FEET NORTHEAST
 NL0168'OF A POLE.  A STANDARD DISK, STAMPED K 101 1935 AND SET IN THE TOP
 NL0168'OF A CONCRETE POST.
 NL0168
 NL0168                          STATION RECOVERY (1975)
 NL0168
 NL0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3902 ***********************************************************************
 AA3902  DESIGNATION -  K 101 RESET
 AA3902  PID         -  AA3902
 AA3902  STATE/COUNTY-  IA/CALHOUN
 AA3902  USGS QUAD   -  LOHRVILLE (1980)
 AA3902
 AA3902                         *CURRENT SURVEY CONTROL
 AA3902  ___________________________________________________________________
 AA3902* NAD 83(1986)-  42 19 32.     (N)    094 34 43.     (W)     SCALED    
 AA3902* NAVD 88     -       359.66   (+/-2cm)    1180.0    (feet)  VERTCON   
 AA3902  ___________________________________________________________________
 AA3902  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 AA3902
 AA3902  VERT ORDER  -  THIRD (See Below)
 AA3902
 AA3902.The horizontal coordinates were scaled from a topographic map and have
 AA3902.an estimated accuracy of +/- 6 seconds.
 AA3902
 AA3902.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3902.The vertical order pertains to the NGVD 29 superseded value.
 AA3902
 AA3902.The geoid height was determined by GEOID03.
 AA3902
 AA3902;                    North         East    Units  Estimated Accuracy
 AA3902;SPC IA N     - 1,092,270.    1,411,100.      MT  (+/- 180 meters Scaled)
 AA3902
 AA3902                          SUPERSEDED SURVEY CONTROL
 AA3902
 AA3902  NGVD 29 (05/12/04)  359.58   (m)         1179.7    (f) RESET       3  
 AA3902
 AA3902.Superseded values are not recommended for survey control.
 AA3902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3902.See file dsdata.txt to determine how the superseded data were derived.
 AA3902
 AA3902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG699871(NAD 83)
 AA3902_MARKER: DV = VERTICAL CONTROL DISK
 AA3902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3902_STAMPING: K 101 1935 RESET 1975
 AA3902_MARK LOGO: NGS   
 AA3902_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3902+STABILITY: SURFACE MOTION
 AA3902
 AA3902  HISTORY     - Date     Condition        Report By
 AA3902  HISTORY     - 1975     MONUMENTED       USGS
 AA3902
 AA3902                          STATION DESCRIPTION
 AA3902
 AA3902'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AA3902'IN RANDS, NEAR E 1/4 CORNER BETWEEN SEC 21 AND 28, T87N, R32W, 233
 AA3902'FEET (71.0 M) NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 AA3902'PACIFIC RAILROAD MAIN TRACK FROM CROSSING OF E-W GRAVEL ROAD, 56.5
 AA3902'FEET (17.2 M) NORTHEAST OF CENTERLINE OF MAIN TRACK, 41 FEET (12.5 M)
 AA3902'NORTHEAST OF CENTERLINE SIDE TRACK, 2.8 FEET (0.9 M) EAST OF SOUTH
 AA3902'CORNER OF GRAIN STORAGE BUILDING, 1.8 FEET (0.5 M) SOUTHEAST OF
 AA3902'SOUTHEAST FACE OF BUILDING, 3.5 FEET (1.1 M) NORTHEAST OF POWER POLE,
 AA3902'0.7 FOOT (21.3 CM) SOUTHEAST OF STEEL POST SUPPORTING WHITE WITNESS
 AA3902'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0038 ***********************************************************************
 MJ0038  DESIGNATION -  K 102
 MJ0038  PID         -  MJ0038
 MJ0038  STATE/COUNTY-  IA/GUTHRIE
 MJ0038  USGS QUAD   -  YALE (1982)
 MJ0038
 MJ0038                         *CURRENT SURVEY CONTROL
 MJ0038  ___________________________________________________________________
 MJ0038* NAD 83(1986)-  41 50 40.     (N)    094 20 58.     (W)     SCALED    
 MJ0038* NAVD 88     -       322.471  (meters)    1057.97   (feet)  ADJUSTED  
 MJ0038  ___________________________________________________________________
 MJ0038  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 MJ0038  DYNAMIC HT  -         322.367 (meters)    1057.63  (feet)  COMP
 MJ0038  MODELED GRAV-     980,289.9   (mgal)                       NAVD 88
 MJ0038
 MJ0038  VERT ORDER  -  SECOND    CLASS 0
 MJ0038
 MJ0038.The horizontal coordinates were scaled from a topographic map and have
 MJ0038.an estimated accuracy of +/- 6 seconds.
 MJ0038
 MJ0038.The orthometric height was determined by differential leveling
 MJ0038.and adjusted by the National Geodetic Survey in June 1991..
 MJ0038
 MJ0038.The geoid height was determined by GEOID03.
 MJ0038
 MJ0038.The dynamic height is computed by dividing the NAVD 88
 MJ0038.geopotential number by the normal gravity value computed on the
 MJ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0038.degrees latitude (g = 980.6199 gals.).
 MJ0038
 MJ0038.The modeled gravity was interpolated from observed gravity values.
 MJ0038
 MJ0038;                    North         East    Units  Estimated Accuracy
 MJ0038;SPC IA S     -   205,180.      429,450.      MT  (+/- 180 meters Scaled)
 MJ0038
 MJ0038                          SUPERSEDED SURVEY CONTROL
 MJ0038
 MJ0038  NGVD 29 (??/??/92)  322.434  (m)         1057.85   (f) ADJ UNCH    2 0
 MJ0038
 MJ0038.Superseded values are not recommended for survey control.
 MJ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0038.See file dsdata.txt to determine how the superseded data were derived.
 MJ0038
 MJ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG879333(NAD 83)
 MJ0038_MARKER: DB = BENCH MARK DISK
 MJ0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0038_SP_SET: CULVERT
 MJ0038_STAMPING: K 102 1935
 MJ0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0038
 MJ0038  HISTORY     - Date     Condition        Report By
 MJ0038  HISTORY     - 1935     MONUMENTED       CGS
 MJ0038  HISTORY     - 19780801 MARK NOT FOUND   LOCENG
 MJ0038
 MJ0038                          STATION DESCRIPTION
 MJ0038
 MJ0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0038'AT HERNDON.
 MJ0038'AT HERNDON, GUTHRIE COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MJ0038'AND PACIFIC RAILROAD, 200 YARDS SOUTH OF THE STATION, OPPOSITE
 MJ0038'MILEPOST 54, 175 FEET EAST OF THE TRACK, AT A STREET INTERSECTION,
 MJ0038'AT A 3-FOOT CULVERT, IN THE TOP OF THE WEST CONCRETE HEADWALL,
 MJ0038'AND LEVEL WITH THE STREET.  A STANDARD DISK, STAMPED K 102 1935.
 MJ0038
 MJ0038                          STATION RECOVERY (1978)
 MJ0038
 MJ0038'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 MJ0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3897 ***********************************************************************
 AA3897  DESIGNATION -  K 102 RESET
 AA3897  PID         -  AA3897
 AA3897  STATE/COUNTY-  IA/GUTHRIE
 AA3897  USGS QUAD   -  YALE (1982)
 AA3897
 AA3897                         *CURRENT SURVEY CONTROL
 AA3897  ___________________________________________________________________
 AA3897* NAD 83(1986)-  41 50 40.     (N)    094 20 58.     (W)     SCALED    
 AA3897* NAVD 88     -       324.49   (+/-2cm)    1064.6    (feet)  VERTCON   
 AA3897  ___________________________________________________________________
 AA3897  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AA3897
 AA3897  VERT ORDER  -  THIRD (See Below)
 AA3897
 AA3897.The horizontal coordinates were scaled from a topographic map and have
 AA3897.an estimated accuracy of +/- 6 seconds.
 AA3897
 AA3897.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3897.The vertical order pertains to the NGVD 29 superseded value.
 AA3897
 AA3897.The geoid height was determined by GEOID03.
 AA3897
 AA3897;                    North         East    Units  Estimated Accuracy
 AA3897;SPC IA S     -   205,180.      429,450.      MT  (+/- 180 meters Scaled)
 AA3897
 AA3897                          SUPERSEDED SURVEY CONTROL
 AA3897
 AA3897  NGVD 29 (05/12/04)  324.45   (m)         1064.5    (f) RESET       3  
 AA3897
 AA3897.Superseded values are not recommended for survey control.
 AA3897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3897.See file dsdata.txt to determine how the superseded data were derived.
 AA3897
 AA3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG879333(NAD 83)
 AA3897_MARKER: DV = VERTICAL CONTROL DISK
 AA3897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3897_STAMPING: K 102 RESET 1977
 AA3897_MARK LOGO: NGS   
 AA3897_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3897+STABILITY: SURFACE MOTION
 AA3897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3897+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 AA3897
 AA3897  HISTORY     - Date     Condition        Report By
 AA3897  HISTORY     - 1977     MONUMENTED       LOCENG
 AA3897  HISTORY     - 20060828 GOOD             GEOCAC
 AA3897
 AA3897                          STATION DESCRIPTION
 AA3897
 AA3897'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (WAS)
 AA3897'IN HERNDON, ON THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD,
 AA3897'200 YARDS SOUTH OF THE STATION, OPPOSITE MILEPOST 54, 175 FEET (53.3
 AA3897'M) EAST OF THE TRACK, THENCE SOUTH 677 FEET (206.4 M) TO A POINT 5.5
 AA3897'FEET (1.7 M) EAST OF THE NORTHEAST CORNER OF THE CONTINENTAL GRAIN
 AA3897'COMPANY STORAGE BIN.
 AA3897
 AA3897                          STATION RECOVERY (2006)
 AA3897
 AA3897'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 AA3897'HANDHELD COORDINATES N41 50 33.6 W094 20 57.4, SKY HALF BLOCKED BY
 AA3897'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0077 ***********************************************************************
 MJ0077  DESIGNATION -  K 103
 MJ0077  PID         -  MJ0077
 MJ0077  STATE/COUNTY-  IA/GUTHRIE
 MJ0077  USGS QUAD   -  MENLO (1982)
 MJ0077
 MJ0077                         *CURRENT SURVEY CONTROL
 MJ0077  ___________________________________________________________________
 MJ0077* NAD 83(1986)-  41 31 16.     (N)    094 24 15.     (W)     SCALED    
 MJ0077* NAVD 88     -       385.562  (meters)    1264.96   (feet)  ADJUSTED  
 MJ0077  ___________________________________________________________________
 MJ0077  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 MJ0077  DYNAMIC HT  -         385.410 (meters)    1264.47  (feet)  COMP
 MJ0077  MODELED GRAV-     980,217.4   (mgal)                       NAVD 88
 MJ0077
 MJ0077  VERT ORDER  -  FIRST     CLASS II
 MJ0077
 MJ0077.The horizontal coordinates were scaled from a topographic map and have
 MJ0077.an estimated accuracy of +/- 6 seconds.
 MJ0077
 MJ0077.The orthometric height was determined by differential leveling
 MJ0077.and adjusted by the National Geodetic Survey in June 1991..
 MJ0077
 MJ0077.The geoid height was determined by GEOID03.
 MJ0077
 MJ0077.The dynamic height is computed by dividing the NAVD 88
 MJ0077.geopotential number by the normal gravity value computed on the
 MJ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0077.degrees latitude (g = 980.6199 gals.).
 MJ0077
 MJ0077.The modeled gravity was interpolated from observed gravity values.
 MJ0077
 MJ0077;                    North         East    Units  Estimated Accuracy
 MJ0077;SPC IA S     -   169,310.      424,530.      MT  (+/- 180 meters Scaled)
 MJ0077
 MJ0077                          SUPERSEDED SURVEY CONTROL
 MJ0077
 MJ0077  NGVD 29 (??/??/92)  385.509  (m)         1264.79   (f) ADJ UNCH    1 2
 MJ0077
 MJ0077.Superseded values are not recommended for survey control.
 MJ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0077.See file dsdata.txt to determine how the superseded data were derived.
 MJ0077
 MJ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF828975(NAD 83)
 MJ0077_MARKER: DB = BENCH MARK DISK
 MJ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0077_STAMPING: K 103 1935
 MJ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0077+STABILITY: SURFACE MOTION
 MJ0077
 MJ0077  HISTORY     - Date     Condition        Report By
 MJ0077  HISTORY     - 1935     MONUMENTED       CGS
 MJ0077  HISTORY     - 1950     GOOD             NGS
 MJ0077  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0077
 MJ0077                          STATION DESCRIPTION
 MJ0077
 MJ0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0077'AT MENLO.
 MJ0077'AT MENLO, AT THE CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0077'RAILROAD AND MAIN STREET, 40 FEET SOUTH OF THE CENTERLINE OF THE
 MJ0077'MAIN TRACK, 40 FEET EAST OF THE CENTERLINE OF MAIN STREET, IN
 MJ0077'THE NORTHWEST CORNER OF A SMALL PARK, 7 FEET EAST OF THE EAST
 MJ0077'EDGE OF THE SIDEWALK, AND 4 FEET SOUTH OF A FENCE LINE.  A
 MJ0077'STANDARD DISK, STAMPED K 103 1935 AND SET IN THE TOP OF A
 MJ0077'CONCRETE POST.
 MJ0077
 MJ0077                          STATION RECOVERY (1980)
 MJ0077
 MJ0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0077'THERE HAS BEEN ROAD CONSTRUCTIONIN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1458 ***********************************************************************
 MJ1458  DESIGNATION -  K 104 RESET
 MJ1458  PID         -  MJ1458
 MJ1458  STATE/COUNTY-  IA/UNION
 MJ1458  USGS QUAD   -  CRESTON EAST (1980)
 MJ1458
 MJ1458                         *CURRENT SURVEY CONTROL
 MJ1458  ___________________________________________________________________
 MJ1458* NAD 83(1986)-  41 03 27.     (N)    094 20 41.     (W)     SCALED    
 MJ1458* NAVD 88     -       398.27   (meters)    1306.7    (feet)  RESET     
 MJ1458  ___________________________________________________________________
 MJ1458  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 MJ1458
 MJ1458  VERT ORDER  -  THIRD
 MJ1458
 MJ1458.The horizontal coordinates were scaled from a topographic map and have
 MJ1458.an estimated accuracy of +/- 6 seconds.
 MJ1458
 MJ1458.The orthometric height was computed from unverified reset data.
 MJ1458
 MJ1458.The geoid height was determined by GEOID03.
 MJ1458
 MJ1458;                    North         East    Units  Estimated Accuracy
 MJ1458;SPC IA S     -   117,780.      429,000.      MT  (+/- 180 meters Scaled)
 MJ1458
 MJ1458                          SUPERSEDED SURVEY CONTROL
 MJ1458
 MJ1458  NGVD 29 (05/12/04)  398.14   (m)         1306.2    (f) RESET       3  
 MJ1458
 MJ1458.Superseded values are not recommended for survey control.
 MJ1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1458.See file dsdata.txt to determine how the superseded data were derived.
 MJ1458
 MJ1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF870460(NAD 83)
 MJ1458_MARKER: DB = BENCH MARK DISK
 MJ1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1458_SP_SET: CONCRETE POST
 MJ1458_STAMPING: K 104 RESET 1982
 MJ1458_MARK LOGO: NGS   
 MJ1458_PROJECTION: PROJECTING 3 CENTIMETERS
 MJ1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1458+STABILITY: SURFACE MOTION
 MJ1458
 MJ1458  HISTORY     - Date     Condition        Report By
 MJ1458  HISTORY     - 1982     MONUMENTED       NGS
 MJ1458
 MJ1458                          STATION DESCRIPTION
 MJ1458
 MJ1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MJ1458'IN CRESTON.
 MJ1458'IN CRESTON, AT THE INTERSECTION OF COMMERCE ROAD AND ADAMS STREET,
 MJ1458'63.1 M (207.0 FT) WEST FROM THE EXTENDED CENTERLINE OF COMMERCE ROAD,
 MJ1458'20.1 M (65.9 FT) EAST FROM THE CENTERLINE OF A DRIVEWAY, 9.45 M
 MJ1458'(31.0 FT) NORTH FROM THE CENTERLINE OF ADAMS STREET, AND 1.37 M
 MJ1458'(4.5 FT) WEST FROM A POWERLINE POLE NUMBERED 18.
 MJ1458'THE MARK IS 0.9 METERS  E FROM  A WITNESS POST
 MJ1458'THE MARK IS ABOVE LEVEL WITH ADAMS STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0049 ***********************************************************************
 LF0049  FBN         -  This is a Federal Base Network Control Station.
 LF0049  DESIGNATION -  K 105
 LF0049  PID         -  LF0049
 LF0049  STATE/COUNTY-  IA/RINGGOLD
 LF0049  USGS QUAD   -  BENTON (1981)
 LF0049
 LF0049                         *CURRENT SURVEY CONTROL
 LF0049  ___________________________________________________________________
 LF0049* NAD 83(1996)-  40 39 12.97522(N)    094 20 41.97881(W)     ADJUSTED  
 LF0049* NAVD 88     -       348.969  (meters)    1144.91   (feet)  ADJUSTED  
 LF0049  ___________________________________________________________________
 LF0049  X           -    -367,140.188 (meters)                     COMP
 LF0049  Y           -  -4,832,053.394 (meters)                     COMP
 LF0049  Z           -   4,133,522.285 (meters)                     COMP
 LF0049  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 LF0049  ELLIP HEIGHT-         317.65  (meters)          (07/28/03) GPS OBS
 LF0049  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 LF0049  DYNAMIC HT  -         348.790 (meters)    1144.32  (feet)  COMP
 LF0049  MODELED GRAV-     980,099.8   (mgal)                       NAVD 88
 LF0049
 LF0049  HORZ ORDER  -  B
 LF0049  VERT ORDER  -  SECOND    CLASS 0
 LF0049  ELLP ORDER  -  FOURTH    CLASS I
 LF0049
 LF0049.The horizontal coordinates were established by GPS observations
 LF0049.and adjusted by the National Geodetic Survey in August 1997..
 LF0049
 LF0049.The orthometric height was determined by differential leveling
 LF0049.and adjusted by the National Geodetic Survey in June 1991..
 LF0049
 LF0049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF0049
 LF0049.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0049
 LF0049.The ellipsoidal height was determined by GPS observations
 LF0049.and is referenced to NAD 83.
 LF0049
 LF0049.The geoid height was determined by GEOID03.
 LF0049
 LF0049.The dynamic height is computed by dividing the NAVD 88
 LF0049.geopotential number by the normal gravity value computed on the
 LF0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0049.degrees latitude (g = 980.6199 gals.).
 LF0049
 LF0049.The modeled gravity was interpolated from observed gravity values.
 LF0049
 LF0049;                    North         East     Units Scale Factor Converg.
 LF0049;SPC IA S     -    72,928.947   428,536.943   MT  0.99999369   -0 33 23.8
 LF0049;UTM  15      - 4,501,174.575   386,292.209   MT  0.99975915   -0 52 34.8
 LF0049
 LF0049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0049!SPC IA S     -   0.99995017  x   0.99999369  =   0.99994386
 LF0049!UTM  15      -   0.99995017  x   0.99975915  =   0.99970934
 LF0049
 LF0049                          SUPERSEDED SURVEY CONTROL
 LF0049
 LF0049  ELLIP H (08/25/97)  317.74   (m)                       GP(       ) 4 1
 LF0049  NAVD 88 (08/25/97)  348.97   (m)         1144.9    (f) LEVELING    3  
 LF0049  NGVD 29 (??/??/92)  348.869  (m)         1144.58   (f) ADJ UNCH    2 0
 LF0049
 LF0049.Superseded values are not recommended for survey control.
 LF0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0049.See file dsdata.txt to determine how the superseded data were derived.
 LF0049
 LF0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF8629201175(NAD 83)
 LF0049_MARKER: DB = BENCH MARK DISK
 LF0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0049_STAMPING: K 105 1935
 LF0049_MARK LOGO: CGS   
 LF0049_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0049+STABILITY: SURFACE MOTION
 LF0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0049+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 LF0049
 LF0049  HISTORY     - Date     Condition        Report By
 LF0049  HISTORY     - 1935     MONUMENTED       CGS
 LF0049  HISTORY     - 1978     GOOD             USGS
 LF0049  HISTORY     - 19960917 GOOD             IADT
 LF0049  HISTORY     - 20030205 GOOD             IADT
 LF0049  HISTORY     - 20030722 GOOD             IADT
 LF0049  HISTORY     - 20060902 GOOD             GEOCAC
 LF0049
 LF0049                          STATION DESCRIPTION
 LF0049
 LF0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0049'4.8 MI NE FROM REDDING.
 LF0049'4.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0049'RAILROAD FROM THE CITY PARK AT REDDING, RINGGOLD COUNTY, 0.7
 LF0049'MILE SOUTHWEST OF THE STATION AT DELPHOS, 12 POLES NORTH OF MILEPOST
 LF0049'32, AT A ROAD CROSSING, 42 FEET WEST OF THE CENTERLINE OF THE
 LF0049'TRACK, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET
 LF0049'EAST OF THE RIGHT-OF-WAY, AND LEVEL WITH THE TRACK.  A STANDARD
 LF0049'DISK, STAMPED K 105 1935 AND SET IN THE TOP OF A CONCRETE
 LF0049'POST.
 LF0049
 LF0049                          STATION RECOVERY (1978)
 LF0049
 LF0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LF0049'DELPHOS 1 MILE SOUTH, 0.4 MILE WEST OF. NEAR 1/4 COR SECS 30-31,
 LF0049'T68N-R30W, 40 FT SOUTH, 46 FT WEST OF FARM ROAD ALONG OLD RR GRADE. 1
 LF0049'FT SOUTH OF A FENCE AND WITNESS POST. IN A CONC POST A STD. DISK
 LF0049'STAMPED K105 1935.
 LF0049
 LF0049                          STATION RECOVERY (1996)
 LF0049
 LF0049'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 LF0049'LOCATED 1 MI (1.6 KM) SOUTH OF DELPHOS, NEAR THE 1/4 CORNER OF
 LF0049'SECTIONS 30 AND 31, T 68 N, R 30 W.  TO REACH THE STATION FROM THE
 LF0049'INTERSECTION OF U.S.  HWY 169 AND COUNTY ROAD P 32 EAST OF REDDING, GO
 LF0049'NORTH ON COUNTY ROAD P 32 FOR 3.0 MI (4.8 KM) TO A CROSSROAD. TURN
 LF0049'LEFT AND GO WEST FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT, SOUTH
 LF0049'SIDE OF THE ROAD NEAR A FIELD ENTRANCE.  THE MONUMENT IS 46 FT (14.0
 LF0049'M) WEST OF A FARM ROAD ALONG THE OLD RR GRADE, 30 FT (9.1 M) SOUTH OF
 LF0049'THE ROAD, 10 FT (3.0 M) EAST OF A FIELD ENTRANCE, 3 FT (0.9 M) EAST OF
 LF0049'THE NORTH-SOUTH R.O.W.  FENCE, 1.0 FT (0.3 M) SOUTH OF EAST-WEST
 LF0049'R.O.W.  FENCE, AND 0.35 M (1.15 FT) SOUTH OF A PINK STATE HARN SURVEY
 LF0049'SIGN.
 LF0049
 LF0049                          STATION RECOVERY (2003)
 LF0049
 LF0049'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (DMO)
 LF0049'RECOVERED IN GOOD CONDITION.
 LF0049
 LF0049                          STATION RECOVERY (2003)
 LF0049
 LF0049'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (SRM)
 LF0049'RECOVERED AS DESCRIBED.
 LF0049
 LF0049                          STATION RECOVERY (2006)
 LF0049
 LF0049'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LF0049'ON DEAD END ROAD 270 STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0224 ***********************************************************************
 LF0224  DESIGNATION -  K 107
 LF0224  PID         -  LF0224
 LF0224  STATE/COUNTY-  IA/PAGE
 LF0224  USGS QUAD   -  SHENANDOAH EAST (1978)
 LF0224
 LF0224                         *CURRENT SURVEY CONTROL
 LF0224  ___________________________________________________________________
 LF0224* NAD 83(1986)-  40 45 41.     (N)    095 19 41.     (W)     SCALED    
 LF0224* NAVD 88     -       320.738  (meters)    1052.29   (feet)  ADJUSTED  
 LF0224  ___________________________________________________________________
 LF0224  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LF0224  DYNAMIC HT  -         320.566 (meters)    1051.72  (feet)  COMP
 LF0224  MODELED GRAV-     980,080.3   (mgal)                       NAVD 88
 LF0224
 LF0224  VERT ORDER  -  SECOND    CLASS 0
 LF0224
 LF0224.The horizontal coordinates were scaled from a topographic map and have
 LF0224.an estimated accuracy of +/- 6 seconds.
 LF0224
 LF0224.The orthometric height was determined by differential leveling
 LF0224.and adjusted by the National Geodetic Survey in June 1991..
 LF0224
 LF0224.The geoid height was determined by GEOID03.
 LF0224
 LF0224.The dynamic height is computed by dividing the NAVD 88
 LF0224.geopotential number by the normal gravity value computed on the
 LF0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0224.degrees latitude (g = 980.6199 gals.).
 LF0224
 LF0224.The modeled gravity was interpolated from observed gravity values.
 LF0224
 LF0224;                    North         East    Units  Estimated Accuracy
 LF0224;SPC IA S     -    86,170.      345,660.      MT  (+/- 180 meters Scaled)
 LF0224
 LF0224                          SUPERSEDED SURVEY CONTROL
 LF0224
 LF0224  NGVD 29 (??/??/92)  320.613  (m)         1051.88   (f) ADJ UNCH    2 0
 LF0224
 LF0224.Superseded values are not recommended for survey control.
 LF0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0224.See file dsdata.txt to determine how the superseded data were derived.
 LF0224
 LF0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF034148(NAD 83)
 LF0224_MARKER: DB = BENCH MARK DISK
 LF0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0224_STAMPING: K 107 1935
 LF0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0224+STABILITY: SURFACE MOTION
 LF0224
 LF0224  HISTORY     - Date     Condition        Report By
 LF0224  HISTORY     - 1935     MONUMENTED       CGS
 LF0224  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0224
 LF0224                          STATION DESCRIPTION
 LF0224
 LF0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0224'3 MI E FROM SHENANDOAH.
 LF0224'3.0 MILES EAST ALONG THE ABANDONED CHICAGO, BURLINGTON AND QUINCY
 LF0224'RAILROAD FROM THE STATION AT SHENANDOAH, PAGE COUNTY, AT A ROAD
 LF0224'CROSSING, 27 FEET WEST OF THE CENTERLINE OF THE ROAD, 24 FEET
 LF0224'SOUTH OF THE CENTERLINE OF THE OLD ROADBED, 21 FEET NORTH OF THE
 LF0224'RIGHT-OF-WAY FENCE, AND 2-1/2 FEET LOWER THAN THE OLD ROADBED.
 LF0224'A STANDARD DISK, STAMPED K 107 1935 AND SET IN THE TOP OF A CONCRETE
 LF0224'POST.
 LF0224
 LF0224                          STATION RECOVERY (1976)
 LF0224
 LF0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0250 ***********************************************************************
 LF0250  DESIGNATION -  K 108
 LF0250  PID         -  LF0250
 LF0250  STATE/COUNTY-  IA/MONTGOMERY
 LF0250  USGS QUAD   -  STANTON (1978)
 LF0250
 LF0250                         *CURRENT SURVEY CONTROL
 LF0250  ___________________________________________________________________
 LF0250* NAD 83(1986)-  40 58 40.     (N)    095 06 13.     (W)     SCALED    
 LF0250* NAVD 88     -       357.974  (meters)    1174.45   (feet)  ADJUSTED  
 LF0250  ___________________________________________________________________
 LF0250  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LF0250  DYNAMIC HT  -         357.787 (meters)    1173.84  (feet)  COMP
 LF0250  MODELED GRAV-     980,092.8   (mgal)                       NAVD 88
 LF0250
 LF0250  VERT ORDER  -  SECOND    CLASS 0
 LF0250
 LF0250.The horizontal coordinates were scaled from a topographic map and have
 LF0250.an estimated accuracy of +/- 6 seconds.
 LF0250
 LF0250.The orthometric height was determined by differential leveling
 LF0250.and adjusted by the National Geodetic Survey in June 1991..
 LF0250
 LF0250.The geoid height was determined by GEOID03.
 LF0250
 LF0250.The dynamic height is computed by dividing the NAVD 88
 LF0250.geopotential number by the normal gravity value computed on the
 LF0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0250.degrees latitude (g = 980.6199 gals.).
 LF0250
 LF0250.The modeled gravity was interpolated from observed gravity values.
 LF0250
 LF0250;                    North         East    Units  Estimated Accuracy
 LF0250;SPC IA S     -   109,820.      365,050.      MT  (+/- 180 meters Scaled)
 LF0250
 LF0250                          SUPERSEDED SURVEY CONTROL
 LF0250
 LF0250  NGVD 29 (??/??/92)  357.862  (m)         1174.09   (f) ADJ UNCH    2 0
 LF0250
 LF0250.Superseded values are not recommended for survey control.
 LF0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0250.See file dsdata.txt to determine how the superseded data were derived.
 LF0250
 LF0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF230384(NAD 83)
 LF0250_MARKER: DB = BENCH MARK DISK
 LF0250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0250_SP_SET: UNDERPASS
 LF0250_STAMPING: K 108 1935
 LF0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0250
 LF0250  HISTORY     - Date     Condition        Report By
 LF0250  HISTORY     - 1935     MONUMENTED       CGS
 LF0250
 LF0250                          STATION DESCRIPTION
 LF0250
 LF0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0250'AT STANTON.
 LF0250'AT STANTON, MONTGOMERY COUNTY, ON THE CHICAGO, BURLINGTON AND
 LF0250'QUINCY RAILROAD, 350 FEET EAST OF THE STATION, AT UNDERPASS
 LF0250'435.30, IN THE CENTER OF THE TOP OF THE NORTHWEST CORNER OF THE
 LF0250'WEST CONCRETE ABUTMENT, 7 FEET NORTH OF THE CENTERLINE OF THE
 LF0250'NORTH TRACK, AND 6 INCHES LOWER THAN THE TRACK.  A STANDARD
 LF0250'DISK, STAMPED K 108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0115 ***********************************************************************
 MJ0115  DESIGNATION -  K 109
 MJ0115  PID         -  MJ0115
 MJ0115  STATE/COUNTY-  IA/UNION
 MJ0115  USGS QUAD   -  CRESTON WEST (1981)
 MJ0115
 MJ0115                         *CURRENT SURVEY CONTROL
 MJ0115  ___________________________________________________________________
 MJ0115* NAD 83(1986)-  41 02 45.     (N)    094 26 00.     (W)     SCALED    
 MJ0115* NAVD 88     -       392.978  (meters)    1289.30   (feet)  ADJUSTED  
 MJ0115  ___________________________________________________________________
 MJ0115  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 MJ0115  DYNAMIC HT  -         392.781 (meters)    1288.65  (feet)  COMP
 MJ0115  MODELED GRAV-     980,112.8   (mgal)                       NAVD 88
 MJ0115
 MJ0115  VERT ORDER  -  SECOND    CLASS 0
 MJ0115
 MJ0115.The horizontal coordinates were scaled from a topographic map and have
 MJ0115.an estimated accuracy of +/- 6 seconds.
 MJ0115
 MJ0115.The orthometric height was determined by differential leveling
 MJ0115.and adjusted by the National Geodetic Survey in June 1991..
 MJ0115
 MJ0115.The geoid height was determined by GEOID03.
 MJ0115
 MJ0115.The dynamic height is computed by dividing the NAVD 88
 MJ0115.geopotential number by the normal gravity value computed on the
 MJ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0115.degrees latitude (g = 980.6199 gals.).
 MJ0115
 MJ0115.The modeled gravity was interpolated from observed gravity values.
 MJ0115
 MJ0115;                    North         East    Units  Estimated Accuracy
 MJ0115;SPC IA S     -   116,560.      421,530.      MT  (+/- 180 meters Scaled)
 MJ0115
 MJ0115                          SUPERSEDED SURVEY CONTROL
 MJ0115
 MJ0115  NGVD 29 (??/??/92)  392.847  (m)         1288.87   (f) ADJ UNCH    2 0
 MJ0115
 MJ0115.Superseded values are not recommended for survey control.
 MJ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0115.See file dsdata.txt to determine how the superseded data were derived.
 MJ0115
 MJ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF795448(NAD 83)
 MJ0115_MARKER: DB = BENCH MARK DISK
 MJ0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0115_SP_SET: CONCRETE FOUNDATION
 MJ0115_STAMPING: K 109 1935
 MJ0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0115
 MJ0115  HISTORY     - Date     Condition        Report By
 MJ0115  HISTORY     - 1935     MONUMENTED       CGS
 MJ0115
 MJ0115                          STATION DESCRIPTION
 MJ0115
 MJ0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0115'1.7 MI E FROM CROMWELL.
 MJ0115'1.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0115'FROM THE STATION AT CROMWELL, UNION COUNTY, AT OVERPASS 397.02,
 MJ0115'IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION
 MJ0115'OF THE NORTHWEST PIER, 9 FEET NORTH OF THE CENTERLINE OF THE
 MJ0115'NORTH TRACK, AND 6 INCHES LOWER THAN THE TRACK.  A STANDARD
 MJ0115'DISK, STAMPED K 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0273 ***********************************************************************
 MH0273  DESIGNATION -  K 110
 MH0273  PID         -  MH0273
 MH0273  STATE/COUNTY-  IA/CLARKE
 MH0273  USGS QUAD   -  JAMISON (1983)
 MH0273
 MH0273                         *CURRENT SURVEY CONTROL
 MH0273  ___________________________________________________________________
 MH0273* NAD 83(1986)-  41 02 16.     (N)    093 44 01.     (W)     SCALED    
 MH0273* NAVD 88     -       341.773  (meters)    1121.30   (feet)  ADJUSTED  
 MH0273  ___________________________________________________________________
 MH0273  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 MH0273  DYNAMIC HT  -         341.612 (meters)    1120.77  (feet)  COMP
 MH0273  MODELED GRAV-     980,144.6   (mgal)                       NAVD 88
 MH0273
 MH0273  VERT ORDER  -  SECOND    CLASS 0
 MH0273
 MH0273.The horizontal coordinates were scaled from a topographic map and have
 MH0273.an estimated accuracy of +/- 6 seconds.
 MH0273
 MH0273.The orthometric height was determined by differential leveling
 MH0273.and adjusted by the National Geodetic Survey in June 1991..
 MH0273
 MH0273.The geoid height was determined by GEOID03.
 MH0273
 MH0273.The dynamic height is computed by dividing the NAVD 88
 MH0273.geopotential number by the normal gravity value computed on the
 MH0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0273.degrees latitude (g = 980.6199 gals.).
 MH0273
 MH0273.The modeled gravity was interpolated from observed gravity values.
 MH0273
 MH0273;                    North         East    Units  Estimated Accuracy
 MH0273;SPC IA S     -   115,270.      480,360.      MT  (+/- 180 meters Scaled)
 MH0273
 MH0273                          SUPERSEDED SURVEY CONTROL
 MH0273
 MH0273  NGVD 29 (??/??/92)  341.688  (m)         1121.02   (f) ADJ UNCH    2 0
 MH0273
 MH0273.Superseded values are not recommended for survey control.
 MH0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0273.See file dsdata.txt to determine how the superseded data were derived.
 MH0273
 MH0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF383432(NAD 83)
 MH0273_MARKER: DB = BENCH MARK DISK
 MH0273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0273_SP_SET: BRIDGE
 MH0273_STAMPING: K 110 1935
 MH0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0273
 MH0273  HISTORY     - Date     Condition        Report By
 MH0273  HISTORY     - 1935     MONUMENTED       CGS
 MH0273  HISTORY     - 1980     MARK NOT FOUND   USGS
 MH0273
 MH0273                          STATION DESCRIPTION
 MH0273
 MH0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0273'1.7 MI E FROM OSCEOLA.
 MH0273'1.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0273'FROM THE STATION AT OSCEOLA, CLARKE COUNTY, AT A ROAD CROSSING
 MH0273'(UNDERPASS 358.02), AT THE SOUTH END OF THE WEST ABUTMENT, IN THE
 MH0273'TOP STEP, 6 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND
 MH0273'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED K 110 1935.
 MH0273
 MH0273                          STATION RECOVERY (1980)
 MH0273
 MH0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MH0273'IT APPEARS THAT THERE IS A NEW TOP HALF TO UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0268 ***********************************************************************
 LE0268  DESIGNATION -  K 114
 LE0268  PID         -  LE0268
 LE0268  STATE/COUNTY-  IA/WAYNE
 LE0268  USGS QUAD   -  CLEOPATRA (1964)
 LE0268
 LE0268                         *CURRENT SURVEY CONTROL
 LE0268  ___________________________________________________________________
 LE0268* NAD 83(1986)-  40 37 29.     (N)    093 29 22.     (W)     SCALED    
 LE0268* NAVD 88     -       337.107  (meters)    1105.99   (feet)  ADJUSTED  
 LE0268  ___________________________________________________________________
 LE0268  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LE0268  DYNAMIC HT  -         336.938 (meters)    1105.44  (feet)  COMP
 LE0268  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 LE0268
 LE0268  VERT ORDER  -  SECOND    CLASS 0
 LE0268
 LE0268.The horizontal coordinates were scaled from a topographic map and have
 LE0268.an estimated accuracy of +/- 6 seconds.
 LE0268
 LE0268.The orthometric height was determined by differential leveling
 LE0268.and adjusted by the National Geodetic Survey in June 1991..
 LE0268
 LE0268.The geoid height was determined by GEOID03.
 LE0268
 LE0268.The dynamic height is computed by dividing the NAVD 88
 LE0268.geopotential number by the normal gravity value computed on the
 LE0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0268.degrees latitude (g = 980.6199 gals.).
 LE0268
 LE0268.The modeled gravity was interpolated from observed gravity values.
 LE0268
 LE0268;                    North         East    Units  Estimated Accuracy
 LE0268;SPC IA S     -    69,380.      500,890.      MT  (+/- 180 meters Scaled)
 LE0268
 LE0268                          SUPERSEDED SURVEY CONTROL
 LE0268
 LE0268  NGVD 29 (??/??/92)  337.03   (m)         1105.7    (f) COMPUTED    2 0
 LE0268
 LE0268.Superseded values are not recommended for survey control.
 LE0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0268.See file dsdata.txt to determine how the superseded data were derived.
 LE0268
 LE0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE586972(NAD 83)
 LE0268_MARKER: DB = BENCH MARK DISK
 LE0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0268_STAMPING: K-114 1935
 LE0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0268+STABILITY: SURFACE MOTION
 LE0268
 LE0268  HISTORY     - Date     Condition        Report By
 LE0268  HISTORY     - 1935     MONUMENTED       CGS
 LE0268
 LE0268                          STATION DESCRIPTION
 LE0268
 LE0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0268'3.8 MI N FROM LINEVILLE.
 LE0268'DEPOT, LINEVILLE, 3.8 MILES NORTH OF.  ALONG THE CHICAGO,
 LE0268'ROCK ISLAND AND PACIFIC RAILROAD 14 POLES SOUTHWEST OF MILEPOST
 LE0268'374.  SET IN POST 18 FEET NORTHEAST OF THE CENTER LINE OF
 LE0268'PUBLIC ROAD CROSSING, THENCE 42 FEET SOUTHEAST OF THE CENTER
 LE0268'LINE OF THE TRACKS, 4 FEET NORTHWEST OF RIGHT-OF-WAY FENCE,
 LE0268'2.5 FEET BELOW RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0406 ***********************************************************************
 LE0406  DESIGNATION -  K 115
 LE0406  PID         -  LE0406
 LE0406  STATE/COUNTY-  IA/DECATUR
 LE0406  USGS QUAD   -  VAN WERT (1981)
 LE0406
 LE0406                         *CURRENT SURVEY CONTROL
 LE0406  ___________________________________________________________________
 LE0406* NAD 83(1986)-  40 50 42.     (N)    093 45 38.     (W)     SCALED    
 LE0406* NAVD 88     -       349.307  (meters)    1146.02   (feet)  ADJUSTED  
 LE0406  ___________________________________________________________________
 LE0406  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 LE0406  DYNAMIC HT  -         349.139 (meters)    1145.47  (feet)  COMP
 LE0406  MODELED GRAV-     980,133.4   (mgal)                       NAVD 88
 LE0406
 LE0406  VERT ORDER  -  SECOND    CLASS 0
 LE0406
 LE0406.The horizontal coordinates were scaled from a topographic map and have
 LE0406.an estimated accuracy of +/- 6 seconds.
 LE0406
 LE0406.The orthometric height was determined by differential leveling
 LE0406.and adjusted by the National Geodetic Survey in June 1991..
 LE0406
 LE0406.The geoid height was determined by GEOID03.
 LE0406
 LE0406.The dynamic height is computed by dividing the NAVD 88
 LE0406.geopotential number by the normal gravity value computed on the
 LE0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0406.degrees latitude (g = 980.6199 gals.).
 LE0406
 LE0406.The modeled gravity was interpolated from observed gravity values.
 LE0406
 LE0406;                    North         East    Units  Estimated Accuracy
 LE0406;SPC IA S     -    93,870.      478,030.      MT  (+/- 180 meters Scaled)
 LE0406
 LE0406                          SUPERSEDED SURVEY CONTROL
 LE0406
 LE0406  NGVD 29 (??/??/92)  349.222  (m)         1145.74   (f) ADJ UNCH    2 0
 LE0406
 LE0406.Superseded values are not recommended for survey control.
 LE0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0406.See file dsdata.txt to determine how the superseded data were derived.
 LE0406
 LE0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF358218(NAD 83)
 LE0406_MARKER: DB = BENCH MARK DISK
 LE0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0406_SP_SET: CULVERT
 LE0406_STAMPING: K 115 1935
 LE0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0406
 LE0406  HISTORY     - Date     Condition        Report By
 LE0406  HISTORY     - 1935     MONUMENTED       CGS
 LE0406
 LE0406                          STATION DESCRIPTION
 LE0406
 LE0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0406'7.5 MI N FROM LEON.
 LE0406'7.5 MILES NORTH ALONG U.S. HIGHWAY 69 FROM THE INTERSECTION
 LE0406'OF STATE HIGHWAY 2 AT LEON, DECATUR COUNTY, AT A CONCRETE
 LE0406'CULVERT, IN THE CENTER OF THE TOP OF THE WEST HEADWALL, AND
 LE0406'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED K 115 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0303 ***********************************************************************
 MH0303  DESIGNATION -  K 116
 MH0303  PID         -  MH0303
 MH0303  STATE/COUNTY-  IA/MADISON
 MH0303  USGS QUAD   -  ST CHARLES (1983)
 MH0303
 MH0303                         *CURRENT SURVEY CONTROL
 MH0303  ___________________________________________________________________
 MH0303* NAD 83(1986)-  41 15 42.     (N)    093 48 50.     (W)     SCALED    
 MH0303* NAVD 88     -       327.487  (meters)    1074.43   (feet)  POSTED    
 MH0303  ___________________________________________________________________
 MH0303  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 MH0303  DYNAMIC HT  -         327.340 (meters)    1073.95  (feet)  COMP
 MH0303  MODELED GRAV-     980,168.8   (mgal)                       NAVD 88
 MH0303
 MH0303  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0303
 MH0303.The horizontal coordinates were scaled from a topographic map and have
 MH0303.an estimated accuracy of +/- 6 seconds.
 MH0303
 MH0303.The orthometric height was determined by differential leveling
 MH0303.and adjusted by the National Geodetic Survey in 1992..
 MH0303.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0303.rate of 0.0 thru 1.0 mm/km.
 MH0303
 MH0303.The geoid height was determined by GEOID03.
 MH0303
 MH0303.The dynamic height is computed by dividing the NAVD 88
 MH0303.geopotential number by the normal gravity value computed on the
 MH0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0303.degrees latitude (g = 980.6199 gals.).
 MH0303
 MH0303.The modeled gravity was interpolated from observed gravity values.
 MH0303
 MH0303;                    North         East    Units  Estimated Accuracy
 MH0303;SPC IA S     -   140,150.      473,700.      MT  (+/- 180 meters Scaled)
 MH0303
 MH0303                          SUPERSEDED SURVEY CONTROL
 MH0303
 MH0303  NGVD 29 (??/??/92)  327.453  (m)         1074.32   (f) ADJ UNCH    2 0
 MH0303
 MH0303.Superseded values are not recommended for survey control.
 MH0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0303.See file dsdata.txt to determine how the superseded data were derived.
 MH0303
 MH0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF318681(NAD 83)
 MH0303_MARKER: DB = BENCH MARK DISK
 MH0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0303_STAMPING: K 116 1935
 MH0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0303+STABILITY: SURFACE MOTION
 MH0303
 MH0303  HISTORY     - Date     Condition        Report By
 MH0303  HISTORY     - 1935     MONUMENTED       CGS
 MH0303  HISTORY     - 1951     MARK NOT FOUND   NGS
 MH0303
 MH0303                          STATION DESCRIPTION
 MH0303
 MH0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MH0303'1.8 MI S FROM ST CHARLES.
 MH0303'1.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0303'FROM THE STATION AT ST. CHARLES, MADISON COUNTY, AT A ROAD CROSSING,
 MH0303'30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 18 FEET EAST OF THE
 MH0303'CENTERLINE OF THE TRACK, 3 FEET WEST OF A POLE, AND LEVEL WITH THE
 MH0303'TRACK.  A STANDARD DISK, STAMPED K 116 1935 AND SET IN THE TOP
 MH0303'OF A CONCRETE POST.  NOTE-- RAILROAD TRACK REMOVED AND NO SIGN
 MH0303'OF B.M. CAN BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0012 ***********************************************************************
 LF0012  DESIGNATION -  K 117
 LF0012  PID         -  LF0012
 LF0012  STATE/COUNTY-  IA/RINGGOLD
 LF0012  USGS QUAD   -  MOUNT AYR (1981)
 LF0012
 LF0012                         *CURRENT SURVEY CONTROL
 LF0012  ___________________________________________________________________
 LF0012* NAD 83(1986)-  40 42 57.     (N)    094 11 09.     (W)     SCALED    
 LF0012* NAVD 88     -       329.436  (meters)    1080.82   (feet)  ADJUSTED  
 LF0012  ___________________________________________________________________
 LF0012  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 LF0012  DYNAMIC HT  -         329.271 (meters)    1080.28  (feet)  COMP
 LF0012  MODELED GRAV-     980,114.7   (mgal)                       NAVD 88
 LF0012
 LF0012  VERT ORDER  -  SECOND    CLASS 0
 LF0012
 LF0012.The horizontal coordinates were scaled from a topographic map and have
 LF0012.an estimated accuracy of +/- 6 seconds.
 LF0012
 LF0012.The orthometric height was determined by differential leveling
 LF0012.and adjusted by the National Geodetic Survey in June 1991..
 LF0012
 LF0012.The geoid height was determined by GEOID03.
 LF0012
 LF0012.The dynamic height is computed by dividing the NAVD 88
 LF0012.geopotential number by the normal gravity value computed on the
 LF0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0012.degrees latitude (g = 980.6199 gals.).
 LF0012
 LF0012.The modeled gravity was interpolated from observed gravity values.
 LF0012
 LF0012;                    North         East    Units  Estimated Accuracy
 LF0012;SPC IA S     -    79,720.      442,050.      MT  (+/- 180 meters Scaled)
 LF0012
 LF0012                          SUPERSEDED SURVEY CONTROL
 LF0012
 LF0012  NGVD 29 (??/??/92)  329.335  (m)         1080.49   (f) ADJ UNCH    2 0
 LF0012
 LF0012.Superseded values are not recommended for survey control.
 LF0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0012.See file dsdata.txt to determine how the superseded data were derived.
 LF0012
 LF0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF998078(NAD 83)
 LF0012_MARKER: DB = BENCH MARK DISK
 LF0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0012_STAMPING: K 117 1935
 LF0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0012+STABILITY: SURFACE MOTION
 LF0012
 LF0012  HISTORY     - Date     Condition        Report By
 LF0012  HISTORY     - 1935     MONUMENTED       CGS
 LF0012  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0012
 LF0012                          STATION DESCRIPTION
 LF0012
 LF0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0012'2.8 MI E FROM MOUNT AYR.
 LF0012'2.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0012'FROM THE STATION AT MOUNT AYR, RINGGOLD COUNTY, AT A ROAD
 LF0012'CROSSING, 50 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 30
 LF0012'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 9 FEET NORTHEAST
 LF0012'OF A FENCE CORNER, 18 INCHES NORTHWEST OF THE FENCE LINE, AND
 LF0012'ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LF0012'K 117 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0012
 LF0012                          STATION RECOVERY (1977)
 LF0012
 LF0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0221 ***********************************************************************
 LE0221  DESIGNATION -  K 118
 LE0221  PID         -  LE0221
 LE0221  STATE/COUNTY-  IA/WAYNE
 LE0221  USGS QUAD   -  HUMESTON (1982)
 LE0221
 LE0221                         *CURRENT SURVEY CONTROL
 LE0221  ___________________________________________________________________
 LE0221* NAD 83(1986)-  40 45 10.     (N)    093 23 19.     (W)     SCALED    
 LE0221* NAVD 88     -       311.368  (meters)    1021.55   (feet)  ADJUSTED  
 LE0221  ___________________________________________________________________
 LE0221  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LE0221  DYNAMIC HT  -         311.215 (meters)    1021.04  (feet)  COMP
 LE0221  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 LE0221
 LE0221  VERT ORDER  -  SECOND    CLASS 0
 LE0221
 LE0221.The horizontal coordinates were scaled from a topographic map and have
 LE0221.an estimated accuracy of +/- 6 seconds.
 LE0221
 LE0221.The orthometric height was determined by differential leveling
 LE0221.and adjusted by the National Geodetic Survey in June 1991..
 LE0221
 LE0221.The geoid height was determined by GEOID03.
 LE0221
 LE0221.The dynamic height is computed by dividing the NAVD 88
 LE0221.geopotential number by the normal gravity value computed on the
 LE0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0221.degrees latitude (g = 980.6199 gals.).
 LE0221
 LE0221.The modeled gravity was interpolated from observed gravity values.
 LE0221
 LE0221;                    North         East    Units  Estimated Accuracy
 LE0221;SPC IA S     -    83,600.      509,410.      MT  (+/- 180 meters Scaled)
 LE0221
 LE0221                          SUPERSEDED SURVEY CONTROL
 LE0221
 LE0221  NGVD 29 (??/??/92)  311.290  (m)         1021.29   (f) ADJ UNCH    2 0
 LE0221
 LE0221.Superseded values are not recommended for survey control.
 LE0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0221.See file dsdata.txt to determine how the superseded data were derived.
 LE0221
 LE0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF671113(NAD 83)
 LE0221_MARKER: DB = BENCH MARK DISK
 LE0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0221_SP_SET: BRIDGE
 LE0221_STAMPING: K 118 1935
 LE0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0221
 LE0221  HISTORY     - Date     Condition        Report By
 LE0221  HISTORY     - 1935     MONUMENTED       CGS
 LE0221  HISTORY     - 20040815 POOR             GEOCAC
 LE0221
 LE0221                          STATION DESCRIPTION
 LE0221
 LE0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0221'3.7 MI W FROM CORYDON.
 LE0221'3.7 MILES WEST ALONG STATE HIGHWAY 2 FROM THE COURTHOUSE AT
 LE0221'CORYDON, AT A BRIDGE, IN THE TOP OF THE SOUTHWEST CONCRETE
 LE0221'WINGWALL, 12 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 LE0221'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED K 118 1935.
 LE0221
 LE0221                          STATION RECOVERY (2004)
 LE0221
 LE0221'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 LE0221'FOUND A US CGS DISK AS DESCRIBED BUT CANNOT READ THE STAMPING DUE TO
 LE0221'BEING SCRAPED BY SNOWPLOW OR CONSTRUCTION GRADER. BRIDGE HAS BEEN
 LE0221'REPLACED BY A LARGE CULVERT, BUT SW WING WALL REMAINS, FLUSH WITH
 LE0221'LEVEL OF SHOULDER. DISK IS 4.7 FEET SOUTH OF THE EDGE OF THE PAVEMENT,
 LE0221'13.9 FEET SOUTH OF THE CRACK WHICH IS NOT QUITE THE MIDDLE OF THE
 LE0221'ROAD, AND 26.5 FEET EAST NORTHEAST OF AN ORANGE POST.
 LE0221' 
 LE0221'THIS FORMER SECTION OF HWY 2 IS NOW A COUNTY ROAD AND THE HIGHWAY IS
 LE0221'1/2 MILE NORTH. NOTE THAT THE CULVERT IS CONSIDERABLY WEST OF THE LOW
 LE0221'POINT OF THE ROAD.  HANDHELD COORDINATES N40 45.198 W093 23.322, WHICH
 LE0221'IS TYPICAL NORTHWEST OFFSET FROM PUBLISHED COORDINATES IN THIS AREA.
 LE0221'SKY VISIBILITY IS MARGINALLY ADEQUATE DUE TO TREES IN SOUTHWEST AND
 LE0221'NORTHWEST QUADRANTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0173 ***********************************************************************
 LE0173  DESIGNATION -  K 119
 LE0173  PID         -  LE0173
 LE0173  STATE/COUNTY-  IA/APPANOOSE
 LE0173  USGS QUAD   -  CENTERVILLE EAST (1979)
 LE0173
 LE0173                         *CURRENT SURVEY CONTROL
 LE0173  ___________________________________________________________________
 LE0173* NAD 83(1986)-  40 44 14.     (N)    092 48 03.     (W)     SCALED    
 LE0173* NAVD 88     -       260.105  (meters)     853.36   (feet)  ADJUSTED  
 LE0173  ___________________________________________________________________
 LE0173  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LE0173  DYNAMIC HT  -         259.978 (meters)     852.94  (feet)  COMP
 LE0173  MODELED GRAV-     980,131.1   (mgal)                       NAVD 88
 LE0173
 LE0173  VERT ORDER  -  SECOND    CLASS 0
 LE0173
 LE0173.The horizontal coordinates were scaled from a topographic map and have
 LE0173.an estimated accuracy of +/- 6 seconds.
 LE0173
 LE0173.The orthometric height was determined by differential leveling
 LE0173.and adjusted by the National Geodetic Survey in June 1991..
 LE0173
 LE0173.The geoid height was determined by GEOID03.
 LE0173
 LE0173.The dynamic height is computed by dividing the NAVD 88
 LE0173.geopotential number by the normal gravity value computed on the
 LE0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0173.degrees latitude (g = 980.6199 gals.).
 LE0173
 LE0173.The modeled gravity was interpolated from observed gravity values.
 LE0173
 LE0173;                    North         East    Units  Estimated Accuracy
 LE0173;SPC IA S     -    82,110.      559,060.      MT  (+/- 180 meters Scaled)
 LE0173
 LE0173                          SUPERSEDED SURVEY CONTROL
 LE0173
 LE0173  NGVD 29 (??/??/92)  260.068  (m)          853.24   (f) ADJ UNCH    2 0
 LE0173
 LE0173.Superseded values are not recommended for survey control.
 LE0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0173.See file dsdata.txt to determine how the superseded data were derived.
 LE0173
 LE0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF168096(NAD 83)
 LE0173_MARKER: DB = BENCH MARK DISK
 LE0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0173_SP_SET: PIER
 LE0173_STAMPING: K 119 1935
 LE0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0173
 LE0173  HISTORY     - Date     Condition        Report By
 LE0173  HISTORY     - 1935     MONUMENTED       CGS
 LE0173
 LE0173                          STATION DESCRIPTION
 LE0173
 LE0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0173'3.7 MI E FROM CENTERVILLE.
 LE0173'3.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 LE0173'FROM THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0173'AT CENTERVILLE, APPANOOSE COUNTY, 18 POLES EAST OF MILEPOST 333,
 LE0173'AT BRIDGE 3324 OVER SHARON RIVER, IN THE TOP OF THE SOUTHEAST
 LE0173'CORNER OF THE EAST PIER, 12 FEET SOUTH OF THE CENTERLINE OF THE
 LE0173'TRACK, AND 7 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LE0173'STAMPED K 119 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0498 ***********************************************************************
 ON0498  DESIGNATION -  K 12
 ON0498  PID         -  ON0498
 ON0498  STATE/COUNTY-  IA/FAYETTE
 ON0498  USGS QUAD   -  CASTALIA (1981)
 ON0498
 ON0498                         *CURRENT SURVEY CONTROL
 ON0498  ___________________________________________________________________
 ON0498* NAD 83(1986)-  43 04 22.     (N)    091 37 52.     (W)     SCALED    
 ON0498* NAVD 88     -       322.736  (meters)    1058.84   (feet)  ADJUSTED  
 ON0498  ___________________________________________________________________
 ON0498  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 ON0498  DYNAMIC HT  -         322.655 (meters)    1058.58  (feet)  COMP
 ON0498  MODELED GRAV-     980,361.5   (mgal)                       NAVD 88
 ON0498
 ON0498  VERT ORDER  -  FIRST     CLASS II
 ON0498
 ON0498.The horizontal coordinates were scaled from a topographic map and have
 ON0498.an estimated accuracy of +/- 6 seconds.
 ON0498
 ON0498.The orthometric height was determined by differential leveling
 ON0498.and adjusted by the National Geodetic Survey in June 1991..
 ON0498
 ON0498.The geoid height was determined by GEOID03.
 ON0498
 ON0498.The dynamic height is computed by dividing the NAVD 88
 ON0498.geopotential number by the normal gravity value computed on the
 ON0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0498.degrees latitude (g = 980.6199 gals.).
 ON0498
 ON0498.The modeled gravity was interpolated from observed gravity values.
 ON0498
 ON0498;                    North         East    Units  Estimated Accuracy
 ON0498;SPC IA N     - 1,176,380.    1,652,190.      MT  (+/- 180 meters Scaled)
 ON0498
 ON0498                          SUPERSEDED SURVEY CONTROL
 ON0498
 ON0498  NGVD 29 (??/??/92)  322.775  (m)         1058.97   (f) ADJ UNCH    1 2
 ON0498
 ON0498.Superseded values are not recommended for survey control.
 ON0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0498.See file dsdata.txt to determine how the superseded data were derived.
 ON0498
 ON0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH114698(NAD 83)
 ON0498_MARKER: DB = BENCH MARK DISK
 ON0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0498_STAMPING: K 12 1933
 ON0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0498+STABILITY: SURFACE MOTION
 ON0498
 ON0498  HISTORY     - Date     Condition        Report By
 ON0498  HISTORY     - 1933     MONUMENTED       CGS
 ON0498  HISTORY     - 1934     GOOD             NGS
 ON0498  HISTORY     - 1963     GOOD             IAHD
 ON0498  HISTORY     - 1977     MARK NOT FOUND   USGS
 ON0498
 ON0498                          STATION DESCRIPTION
 ON0498
 ON0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0498'3.5 MI SW FROM POSTVILLE.
 ON0498'IN FAYETTE COUNTY, 3.5 MILES SOUTHWEST ALONG THE CHICAGO, ROCK
 ON0498'ISLAND AND PACIFIC RAILWAY FROM POSTVILLE, ALLAMAKEE COUNTY,
 ON0498'400 FEET SOUTH OF A JUNCTION, 24 FEET NORTH OF THE CENTER OF
 ON0498'A ROAD CROSSING, AND 31 FEET EAST OF THE CENTERLINE OF THE
 ON0498'TRACK.  A STANDARD DISK, STAMPED K 12 1933 AND SET IN THE TOP OF
 ON0498'A CONCRETE POST.
 ON0498
 ON0498                          STATION RECOVERY (1963)
 ON0498
 ON0498'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1963
 ON0498'RECOVERED IN GOOD CONDITION.
 ON0498
 ON0498                          STATION RECOVERY (1977)
 ON0498
 ON0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0498'THE OLD ROAD CROSSING HAS BEEN MOVED ABOUT 150 FT. SOUTH AND THE ROAD
 ON0498'INTERSECTION HAS BEEN REGRADED AND CHANGED. THE RAILROAD TRACKS HAVE
 ON0498'BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0158 ***********************************************************************
 LE0158  DESIGNATION -  K 120
 LE0158  PID         -  LE0158
 LE0158  STATE/COUNTY-  IA/DAVIS
 LE0158  USGS QUAD   -  COATSVILLE (1979)
 LE0158
 LE0158                         *CURRENT SURVEY CONTROL
 LE0158  ___________________________________________________________________
 LE0158* NAD 83(1986)-  40 36 47.     (N)    092 37 36.     (W)     SCALED    
 LE0158* NAVD 88     -       303.223  (meters)     994.82   (feet)  ADJUSTED  
 LE0158  ___________________________________________________________________
 LE0158  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LE0158  DYNAMIC HT  -         303.070 (meters)     994.32  (feet)  COMP
 LE0158  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 LE0158
 LE0158  VERT ORDER  -  SECOND    CLASS 0
 LE0158
 LE0158.The horizontal coordinates were scaled from a topographic map and have
 LE0158.an estimated accuracy of +/- 6 seconds.
 LE0158
 LE0158.The orthometric height was determined by differential leveling
 LE0158.and adjusted by the National Geodetic Survey in June 1991..
 LE0158
 LE0158.The geoid height was determined by GEOID03.
 LE0158
 LE0158.The dynamic height is computed by dividing the NAVD 88
 LE0158.geopotential number by the normal gravity value computed on the
 LE0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0158.degrees latitude (g = 980.6199 gals.).
 LE0158
 LE0158.The modeled gravity was interpolated from observed gravity values.
 LE0158
 LE0158;                    North         East    Units  Estimated Accuracy
 LE0158;SPC IA S     -    68,450.      573,910.      MT  (+/- 180 meters Scaled)
 LE0158
 LE0158                          SUPERSEDED SURVEY CONTROL
 LE0158
 LE0158  NGVD 29 (??/??/92)  303.206  (m)          994.77   (f) ADJ UNCH    2 0
 LE0158
 LE0158.Superseded values are not recommended for survey control.
 LE0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0158.See file dsdata.txt to determine how the superseded data were derived.
 LE0158
 LE0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE315958(NAD 83)
 LE0158_MARKER: DB = BENCH MARK DISK
 LE0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0158_STAMPING: K 120 1935
 LE0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0158+STABILITY: SURFACE MOTION
 LE0158
 LE0158  HISTORY     - Date     Condition        Report By
 LE0158  HISTORY     - 1935     MONUMENTED       CGS
 LE0158  HISTORY     - 1943     GOOD             NGS
 LE0158  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 LE0158
 LE0158                          STATION DESCRIPTION
 LE0158
 LE0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0158'2 MI NE FROM COATESVILLE.
 LE0158'IN DAVIS COUNTY, IOWA, 2.0 MILES NORTHEAST ALONG THE WABASH
 LE0158'RAILROAD FROM THE STATION AT COATESVILLE, SCHUYLER COUNTY,
 LE0158'MISSOURI, 15-1/2 POLES SOUTHEAST OF MILEPOST 238, AT THE CROSSING
 LE0158'OF AN EAST AND WEST ROAD, 42 FEET SOUTHWEST OF THE CENTER OF
 LE0158'THE CROSSING, 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 6
 LE0158'FEET SOUTHEAST OF A FENCE CORNER, AND 2 FEET LOWER THAN THE
 LE0158'TRACK.  A STANDARD DISK, STAMPED K 120 1935 AND SET IN THE
 LE0158'TOP OF A CONCRETE POST.
 LE0158
 LE0158                          STATION RECOVERY (2000)
 LE0158
 LE0158'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LE0158'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0025 ***********************************************************************
 LE0025  DESIGNATION -  K 121
 LE0025  PID         -  LE0025
 LE0025  STATE/COUNTY-  IA/VAN BUREN
 LE0025  USGS QUAD   -  CANTRIL (1970)
 LE0025
 LE0025                         *CURRENT SURVEY CONTROL
 LE0025  ___________________________________________________________________
 LE0025* NAD 83(1986)-  40 38 40.     (N)    092 04 12.     (W)     SCALED    
 LE0025* NAVD 88     -       237.779  (meters)     780.11   (feet)  ADJUSTED  
 LE0025  ___________________________________________________________________
 LE0025  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LE0025  DYNAMIC HT  -         237.662 (meters)     779.73  (feet)  COMP
 LE0025  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 LE0025
 LE0025  VERT ORDER  -  SECOND    CLASS 0
 LE0025
 LE0025.The horizontal coordinates were scaled from a topographic map and have
 LE0025.an estimated accuracy of +/- 6 seconds.
 LE0025
 LE0025.The orthometric height was determined by differential leveling
 LE0025.and adjusted by the National Geodetic Survey in June 1991..
 LE0025
 LE0025.The geoid height was determined by GEOID03.
 LE0025
 LE0025.The dynamic height is computed by dividing the NAVD 88
 LE0025.geopotential number by the normal gravity value computed on the
 LE0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0025.degrees latitude (g = 980.6199 gals.).
 LE0025
 LE0025.The modeled gravity was interpolated from observed gravity values.
 LE0025
 LE0025;                    North         East    Units  Estimated Accuracy
 LE0025;SPC IA S     -    72,560.      620,950.      MT  (+/- 180 meters Scaled)
 LE0025
 LE0025                          SUPERSEDED SURVEY CONTROL
 LE0025
 LE0025  NGVD 29 (??/??/92)  237.777  (m)          780.11   (f) ADJ UNCH    2 0
 LE0025
 LE0025.Superseded values are not recommended for survey control.
 LE0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0025.See file dsdata.txt to determine how the superseded data were derived.
 LE0025
 LE0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE786997(NAD 83)
 LE0025_MARKER: DB = BENCH MARK DISK
 LE0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0025_SP_SET: CONCRETE BASE
 LE0025_STAMPING: K 121 1935
 LE0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0025
 LE0025  HISTORY     - Date     Condition        Report By
 LE0025  HISTORY     - 1935     MONUMENTED       CGS
 LE0025  HISTORY     - 1943     GOOD             NGS
 LE0025  HISTORY     - 1968     MARK NOT FOUND   NGS
 LE0025  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 LE0025
 LE0025                          STATION DESCRIPTION
 LE0025
 LE0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0025'AT CANTRIL.
 LE0025'AT CANTRIL, VAN BUREN COUNTY, 180 FEET NORTH OF THE CHICAGO,
 LE0025'BURLINGTON AND QUINCY RAILROAD, AT THE CENTER OF THE INTERSECTION
 LE0025'OF DIVISION AND SECOND STREETS, IN THE TOP OF THE CONCRETE BASE
 LE0025'OF THE CITY FLAGPOLE, AND 6 INCHES SOUTH OF THE POLE.  A STANDARD
 LE0025'DISK, STAMPED K 121 1935.  NOTE-- THE MARK MAY BE COVERED WITH
 LE0025'ASPHALT.
 LE0025
 LE0025                          STATION RECOVERY (1968)
 LE0025
 LE0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LE0025'MARK NOT FOUND.
 LE0025
 LE0025                          STATION RECOVERY (2000)
 LE0025
 LE0025'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LE0025'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0604 ***********************************************************************
 LD0604  DESIGNATION -  K 122
 LD0604  PID         -  LD0604
 LD0604  STATE/COUNTY-  IA/LEE
 LD0604  USGS QUAD   -  ARGYLE (1982)
 LD0604
 LD0604                         *CURRENT SURVEY CONTROL
 LD0604  ___________________________________________________________________
 LD0604* NAD 83(1986)-  40 35 12.     (N)    091 31 45.     (W)     SCALED    
 LD0604* NAVD 88     -       210.708  (meters)     691.30   (feet)  ADJUSTED  
 LD0604  ___________________________________________________________________
 LD0604  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0604  DYNAMIC HT  -         210.606 (meters)     690.96  (feet)  COMP
 LD0604  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 LD0604
 LD0604  VERT ORDER  -  SECOND    CLASS 0
 LD0604
 LD0604.The horizontal coordinates were scaled from a topographic map and have
 LD0604.an estimated accuracy of +/- 6 seconds.
 LD0604
 LD0604.The orthometric height was determined by differential leveling
 LD0604.and adjusted by the National Geodetic Survey in June 1991..
 LD0604
 LD0604.The geoid height was determined by GEOID03.
 LD0604
 LD0604.The dynamic height is computed by dividing the NAVD 88
 LD0604.geopotential number by the normal gravity value computed on the
 LD0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0604.degrees latitude (g = 980.6199 gals.).
 LD0604
 LD0604.The modeled gravity was interpolated from observed gravity values.
 LD0604
 LD0604;                    North         East    Units  Estimated Accuracy
 LD0604;SPC IA S     -    67,040.      666,840.      MT  (+/- 180 meters Scaled)
 LD0604
 LD0604                          SUPERSEDED SURVEY CONTROL
 LD0604
 LD0604  NGVD 29 (??/??/92)  210.736  (m)          691.39   (f) ADJ UNCH    2 0
 LD0604
 LD0604.Superseded values are not recommended for survey control.
 LD0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0604.See file dsdata.txt to determine how the superseded data were derived.
 LD0604
 LD0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE244939(NAD 83)
 LD0604_MARKER: DB = BENCH MARK DISK
 LD0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0604_STAMPING: K 122 1935
 LD0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0604+STABILITY: SURFACE MOTION
 LD0604
 LD0604  HISTORY     - Date     Condition        Report By
 LD0604  HISTORY     - 1935     MONUMENTED       CGS
 LD0604  HISTORY     - 1954     MARK NOT FOUND   NGS
 LD0604
 LD0604                          STATION DESCRIPTION
 LD0604
 LD0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LD0604'AT CHARLESTON.
 LD0604'AT CHARLESTON, LEE COUNTY, ON U.S. HIGHWAY 218, AT THE CEMETERY
 LD0604'ENTRANCE, 48 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4
 LD0604'FEET WEST OF A GATE POST, AND AT A FENCE.  A STANDARD DISK,
 LD0604'STAMPED K 122 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0098 ***********************************************************************
 MH0098  DESIGNATION -  K 124
 MH0098  PID         -  MH0098
 MH0098  STATE/COUNTY-  IA/JEFFERSON
 MH0098  USGS QUAD   -  BROOKVILLE (1980)
 MH0098
 MH0098                         *CURRENT SURVEY CONTROL
 MH0098  ___________________________________________________________________
 MH0098* NAD 83(1986)-  41 00 44.     (N)    092 01 30.     (W)     SCALED    
 MH0098* NAVD 88     -       225.194  (meters)     738.82   (feet)  ADJUSTED  
 MH0098  ___________________________________________________________________
 MH0098  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MH0098  DYNAMIC HT  -         225.092 (meters)     738.49  (feet)  COMP
 MH0098  MODELED GRAV-     980,166.6   (mgal)                       NAVD 88
 MH0098
 MH0098  VERT ORDER  -  SECOND    CLASS 0
 MH0098
 MH0098.The horizontal coordinates were scaled from a topographic map and have
 MH0098.an estimated accuracy of +/- 6 seconds.
 MH0098
 MH0098.The orthometric height was determined by differential leveling
 MH0098.and adjusted by the National Geodetic Survey in June 1991..
 MH0098
 MH0098.The geoid height was determined by GEOID03.
 MH0098
 MH0098.The dynamic height is computed by dividing the NAVD 88
 MH0098.geopotential number by the normal gravity value computed on the
 MH0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0098.degrees latitude (g = 980.6199 gals.).
 MH0098
 MH0098.The modeled gravity was interpolated from observed gravity values.
 MH0098
 MH0098;                    North         East    Units  Estimated Accuracy
 MH0098;SPC IA S     -   113,460.      624,070.      MT  (+/- 180 meters Scaled)
 MH0098
 MH0098                          SUPERSEDED SURVEY CONTROL
 MH0098
 MH0098  NGVD 29 (??/??/92)  225.235  (m)          738.96   (f) ADJ UNCH    2 0
 MH0098
 MH0098.Superseded values are not recommended for survey control.
 MH0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0098.See file dsdata.txt to determine how the superseded data were derived.
 MH0098
 MH0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF819405(NAD 83)
 MH0098_MARKER: DB = BENCH MARK DISK
 MH0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0098_SP_SET: CONCRETE FOUNDATION PEDESTAL
 MH0098_STAMPING: K 124 1935
 MH0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0098
 MH0098  HISTORY     - Date     Condition        Report By
 MH0098  HISTORY     - 1935     MONUMENTED       CGS
 MH0098
 MH0098                          STATION DESCRIPTION
 MH0098
 MH0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0098'3 MI E FROM BERNHART.
 MH0098'3.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0098'FROM THE STATION AT BERNHART, JEFFERSON COUNTY, AT UNDERPASS
 MH0098'258.69, IN THE TOP OF THE NORTHWEST CORNER OF THE SOUTHWEST
 MH0098'CONCRETE FOUNDATION PEDESTAL, 8 FEET SOUTH OF THE CENTER LINE OF
 MH0098'THE SOUTH TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 MH0098'STAMPED K 124 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0511 ***********************************************************************
 LD0511  DESIGNATION -  K 125
 LD0511  PID         -  LD0511
 LD0511  STATE/COUNTY-  IA/HENRY
 LD0511  USGS QUAD   -  NEW LONDON (1981)
 LD0511
 LD0511                         *CURRENT SURVEY CONTROL
 LD0511  ___________________________________________________________________
 LD0511* NAD 83(1986)-  40 56 52.     (N)    091 27 37.     (W)     SCALED    
 LD0511* NAVD 88     -       222.454  (meters)     729.83   (feet)  ADJUSTED  
 LD0511  ___________________________________________________________________
 LD0511  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0511  DYNAMIC HT  -         222.353 (meters)     729.50  (feet)  COMP
 LD0511  MODELED GRAV-     980,165.0   (mgal)                       NAVD 88
 LD0511
 LD0511  VERT ORDER  -  SECOND    CLASS 0
 LD0511
 LD0511.The horizontal coordinates were scaled from a topographic map and have
 LD0511.an estimated accuracy of +/- 6 seconds.
 LD0511
 LD0511.The orthometric height was determined by differential leveling
 LD0511.and adjusted by the National Geodetic Survey in June 1991..
 LD0511
 LD0511.The geoid height was determined by GEOID03.
 LD0511
 LD0511.The dynamic height is computed by dividing the NAVD 88
 LD0511.geopotential number by the normal gravity value computed on the
 LD0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0511.degrees latitude (g = 980.6199 gals.).
 LD0511
 LD0511.The modeled gravity was interpolated from observed gravity values.
 LD0511
 LD0511;                    North         East    Units  Estimated Accuracy
 LD0511;SPC IA S     -   107,260.      671,730.      MT  (+/- 180 meters Scaled)
 LD0511
 LD0511                          SUPERSEDED SURVEY CONTROL
 LD0511
 LD0511  NGVD 29 (??/??/92)  222.497  (m)          729.98   (f) ADJ UNCH    2 0
 LD0511
 LD0511.Superseded values are not recommended for survey control.
 LD0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0511.See file dsdata.txt to determine how the superseded data were derived.
 LD0511
 LD0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF295341(NAD 83)
 LD0511_MARKER: DB = BENCH MARK DISK
 LD0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0511_STAMPING: K 125 1935
 LD0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0511+STABILITY: SURFACE MOTION
 LD0511
 LD0511  HISTORY     - Date     Condition        Report By
 LD0511  HISTORY     - 1935     MONUMENTED       CGS
 LD0511  HISTORY     - 1979     MARK NOT FOUND   NGS
 LD0511
 LD0511                          STATION DESCRIPTION
 LD0511
 LD0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0511'3.4 MI NW FROM NEW LONDON.
 LD0511'3.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0511'RAILROAD FROM THE STATION AT NEW LONDON, HENRY COUNTY, AT POLE
 LD0511'228+08, AT A ROAD CROSSING, 45 FEET SOUTHWEST OF THE CENTERLINE
 LD0511'OF THE SOUTHWEST TRACK, 30 FEET SOUTHEAST OF THE CENTERLINE OF
 LD0511'THE ROAD, 4 FEET SOUTHEAST OF A FENCE CORNER, ONE FOOT NORTHEAST
 LD0511'OF A FENCE LINE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD
 LD0511'DISK, STAMPED K 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LD0511
 LD0511                          STATION RECOVERY (1979)
 LD0511
 LD0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LD0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0441 ***********************************************************************
 MG0441  DESIGNATION -  K 126
 MG0441  PID         -  MG0441
 MG0441  STATE/COUNTY-  IA/LOUISA
 MG0441  USGS QUAD   -  MORNING SUN (1981)
 MG0441
 MG0441                         *CURRENT SURVEY CONTROL
 MG0441  ___________________________________________________________________
 MG0441* NAD 83(1986)-  41 05 21.     (N)    091 15 11.     (W)     SCALED    
 MG0441* NAVD 88     -       229.970  (meters)     754.49   (feet)  ADJUSTED  
 MG0441  ___________________________________________________________________
 MG0441  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MG0441  DYNAMIC HT  -         229.867 (meters)     754.16  (feet)  COMP
 MG0441  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 MG0441
 MG0441  VERT ORDER  -  SECOND    CLASS 0
 MG0441
 MG0441.The horizontal coordinates were scaled from a topographic map and have
 MG0441.an estimated accuracy of +/- 6 seconds.
 MG0441
 MG0441.The orthometric height was determined by differential leveling
 MG0441.and adjusted by the National Geodetic Survey in June 1991..
 MG0441
 MG0441.The geoid height was determined by GEOID03.
 MG0441
 MG0441.The dynamic height is computed by dividing the NAVD 88
 MG0441.geopotential number by the normal gravity value computed on the
 MG0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0441.degrees latitude (g = 980.6199 gals.).
 MG0441
 MG0441.The modeled gravity was interpolated from observed gravity values.
 MG0441
 MG0441;                    North         East    Units  Estimated Accuracy
 MG0441;SPC IA S     -   123,390.      688,760.      MT  (+/- 180 meters Scaled)
 MG0441
 MG0441                          SUPERSEDED SURVEY CONTROL
 MG0441
 MG0441  NGVD 29 (??/??/92)  230.017  (m)          754.65   (f) ADJ UNCH    2 0
 MG0441
 MG0441.Superseded values are not recommended for survey control.
 MG0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0441.See file dsdata.txt to determine how the superseded data were derived.
 MG0441
 MG0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF467501(NAD 83)
 MG0441_MARKER: DB = BENCH MARK DISK
 MG0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0441_STAMPING: K 126 1935
 MG0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0441+STABILITY: SURFACE MOTION
 MG0441
 MG0441  HISTORY     - Date     Condition        Report By
 MG0441  HISTORY     - 1935     MONUMENTED       CGS
 MG0441  HISTORY     - 1963     MARK NOT FOUND   LOCENG
 MG0441
 MG0441                          STATION DESCRIPTION
 MG0441
 MG0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MG0441'AT MORNING SUN.
 MG0441'AT MORNING SUN, LOUISA COUNTY, ON THE MINNEAPOLIS AND ST. LOUIS
 MG0441'RAILROAD, 200 FEET WEST OF THE STATION, AT A ROAD CROSSING,
 MG0441'75 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 33 FEET
 MG0441'EAST OF THE CENTERLINE OF THE ROAD, 9 FEET EAST OF A FENCE
 MG0441'CORNER, AND 2 FEET NORTH OF A FENCE LINE.  A STANDARD DISK,
 MG0441'STAMPED K 126 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MG0441
 MG0441                          STATION RECOVERY (1963)
 MG0441
 MG0441'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 MG0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0878 ***********************************************************************
 MJ0878  DESIGNATION -  K 127
 MJ0878  PID         -  MJ0878
 MJ0878  STATE/COUNTY-  IA/MILLS
 MJ0878  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0878
 MJ0878                         *CURRENT SURVEY CONTROL
 MJ0878  ___________________________________________________________________
 MJ0878* NAD 83(1986)-  41 00 05.     (N)    095 50 32.     (W)     SCALED    
 MJ0878* NAVD 88     -       293.674  (meters)     963.50   (feet)  ADJUSTED  
 MJ0878  ___________________________________________________________________
 MJ0878  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 MJ0878  DYNAMIC HT  -         293.551 (meters)     963.09  (feet)  COMP
 MJ0878  MODELED GRAV-     980,196.4   (mgal)                       NAVD 88
 MJ0878
 MJ0878  VERT ORDER  -  SECOND    CLASS 0
 MJ0878
 MJ0878.The horizontal coordinates were scaled from a topographic map and have
 MJ0878.an estimated accuracy of +/- 6 seconds.
 MJ0878
 MJ0878.The orthometric height was determined by differential leveling
 MJ0878.and adjusted by the National Geodetic Survey in June 1991..
 MJ0878
 MJ0878.The geoid height was determined by GEOID03.
 MJ0878
 MJ0878.The dynamic height is computed by dividing the NAVD 88
 MJ0878.geopotential number by the normal gravity value computed on the
 MJ0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0878.degrees latitude (g = 980.6199 gals.).
 MJ0878
 MJ0878.The modeled gravity was interpolated from observed gravity values.
 MJ0878
 MJ0878;                    North         East    Units  Estimated Accuracy
 MJ0878;SPC IA S     -   113,860.      302,970.      MT  (+/- 180 meters Scaled)
 MJ0878
 MJ0878                          SUPERSEDED SURVEY CONTROL
 MJ0878
 MJ0878  NGVD 29 (??/??/92)  293.580  (m)          963.19   (f) ADJ UNCH    2 0
 MJ0878
 MJ0878.Superseded values are not recommended for survey control.
 MJ0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0878.See file dsdata.txt to determine how the superseded data were derived.
 MJ0878
 MJ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF609428(NAD 83)
 MJ0878_MARKER: DB = BENCH MARK DISK
 MJ0878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0878_SP_SET: BRIDGE ABUTMENT
 MJ0878_STAMPING: K 127 1947
 MJ0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0878
 MJ0878  HISTORY     - Date     Condition        Report By
 MJ0878  HISTORY     - 1947     MONUMENTED       CGS
 MJ0878  HISTORY     - 1948     GOOD             NGS
 MJ0878
 MJ0878                          STATION DESCRIPTION
 MJ0878
 MJ0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0878'3.2 MI SW FROM PACIFIC JUNCTION.
 MJ0878'1 BLOCK WEST ALONG A GRAVELED STREET FROM THE PUBLIC SCHOOL AT
 MJ0878'PACIFIC JUNCTION, THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD,
 MJ0878'THENCE 1.9 MILES WEST ALONG U.S. HIGHWAY 34, 22.0 FEET SOUTH OF
 MJ0878'AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY, SET IN
 MJ0878'THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT
 MJ0878'OF A BRIDGE.
 MJ0878
 MJ0878                          STATION RECOVERY (1948)
 MJ0878
 MJ0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0149 ***********************************************************************
 NM0149  DESIGNATION -  K 128
 NM0149  PID         -  NM0149
 NM0149  STATE/COUNTY-  IA/WOODBURY
 NM0149  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM0149
 NM0149                         *CURRENT SURVEY CONTROL
 NM0149  ___________________________________________________________________
 NM0149* NAD 83(1986)-  42 23 33.     (N)    096 22 17.     (W)     SCALED    
 NM0149* NAVD 88     -       333.092  (meters)    1092.82   (feet)  ADJUSTED  
 NM0149  ___________________________________________________________________
 NM0149  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 NM0149  DYNAMIC HT  -         332.985 (meters)    1092.47  (feet)  COMP
 NM0149  MODELED GRAV-     980,291.2   (mgal)                       NAVD 88
 NM0149
 NM0149  VERT ORDER  -  FIRST     CLASS II
 NM0149
 NM0149.The horizontal coordinates were scaled from a topographic map and have
 NM0149.an estimated accuracy of +/- 6 seconds.
 NM0149
 NM0149.The orthometric height was determined by differential leveling
 NM0149.and adjusted by the National Geodetic Survey in June 1991..
 NM0149
 NM0149.The geoid height was determined by GEOID03.
 NM0149
 NM0149.The dynamic height is computed by dividing the NAVD 88
 NM0149.geopotential number by the normal gravity value computed on the
 NM0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0149.degrees latitude (g = 980.6199 gals.).
 NM0149
 NM0149.The modeled gravity was interpolated from observed gravity values.
 NM0149
 NM0149;                    North         East    Units  Estimated Accuracy
 NM0149;SPC IA N     - 1,103,150.    1,263,630.      MT  (+/- 180 meters Scaled)
 NM0149
 NM0149                          SUPERSEDED SURVEY CONTROL
 NM0149
 NM0149  NGVD 29 (??/??/92)  332.929  (m)         1092.28   (f) ADJ UNCH    1 2
 NM0149
 NM0149.Superseded values are not recommended for survey control.
 NM0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0149.See file dsdata.txt to determine how the superseded data were derived.
 NM0149
 NM0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM163967(NAD 83)
 NM0149_MARKER: DB = BENCH MARK DISK
 NM0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0149_STAMPING: K 128 1948
 NM0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0149+STABILITY: SURFACE MOTION
 NM0149
 NM0149  HISTORY     - Date     Condition        Report By
 NM0149  HISTORY     - 1948     MONUMENTED       CGS
 NM0149  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0149
 NM0149                          STATION DESCRIPTION
 NM0149
 NM0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0149'2.1 MI SW FROM SERGEANT BLUFF.
 NM0149'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 75 FROM THE RAILWAY STATION
 NM0149'AT SERGEANT BLUFF, THENCE 1.1 MILES WEST ALONG A GRADED DIRT ROAD,
 NM0149'AT THE SIOUX CITY MUNICIPAL AIRPORT, 94.0 FEET SOUTH OF THE
 NM0149'SOUTHEAST CORNER OF A FARMHOUSE, 57.0 FEET SOUTHWEST OF THE
 NM0149'NORTHWEST CORNER OF A BUILDING (LARGE BUILDING CONSTRUCTED OF
 NM0149'GLAZED TILE BRICK) HOUSING THE U.S. WEATHER BUREAU, 27.3 FEET
 NM0149'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL BUILDING CONSTRUCTED
 NM0149'OF GLAZED TILE BRICK, 1.3 FEET SOUTH OF THE CENTER OF THE SOUTH
 NM0149'SIDE OF A SMALL STEEL STAND SUPPORTING WEATHER INSTRUMENTS, AND
 NM0149'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 NM0149'GROUND.
 NM0149
 NM0149                          STATION RECOVERY (1989)
 NM0149
 NM0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0121 ***********************************************************************
 NM0121  DESIGNATION -  K 129
 NM0121  PID         -  NM0121
 NM0121  STATE/COUNTY-  IA/WOODBURY
 NM0121  USGS QUAD   -  SLOAN (1969)
 NM0121
 NM0121                         *CURRENT SURVEY CONTROL
 NM0121  ___________________________________________________________________
 NM0121* NAD 83(1986)-  42 14 12.     (N)    096 13 55.     (W)     SCALED    
 NM0121* NAVD 88     -       327.417  (meters)    1074.20   (feet)  ADJUSTED  
 NM0121  ___________________________________________________________________
 NM0121  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 NM0121  DYNAMIC HT  -         327.307 (meters)    1073.84  (feet)  COMP
 NM0121  MODELED GRAV-     980,276.9   (mgal)                       NAVD 88
 NM0121
 NM0121  VERT ORDER  -  FIRST     CLASS II
 NM0121
 NM0121.The horizontal coordinates were scaled from a topographic map and have
 NM0121.an estimated accuracy of +/- 6 seconds.
 NM0121
 NM0121.The orthometric height was determined by differential leveling
 NM0121.and adjusted by the National Geodetic Survey in June 1991..
 NM0121
 NM0121.The geoid height was determined by GEOID03.
 NM0121
 NM0121.The dynamic height is computed by dividing the NAVD 88
 NM0121.geopotential number by the normal gravity value computed on the
 NM0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0121.degrees latitude (g = 980.6199 gals.).
 NM0121
 NM0121.The modeled gravity was interpolated from observed gravity values.
 NM0121
 NM0121;                    North         East    Units  Estimated Accuracy
 NM0121;SPC IA N     - 1,085,470.    1,274,540.      MT  (+/- 180 meters Scaled)
 NM0121
 NM0121                          SUPERSEDED SURVEY CONTROL
 NM0121
 NM0121  NGVD 29 (??/??/92)  327.261  (m)         1073.69   (f) ADJ UNCH    1 2
 NM0121
 NM0121.Superseded values are not recommended for survey control.
 NM0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0121.See file dsdata.txt to determine how the superseded data were derived.
 NM0121
 NM0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM284797(NAD 83)
 NM0121_MARKER: DB = BENCH MARK DISK
 NM0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0121_SP_SET: CULVERT
 NM0121_STAMPING: K 129 1948
 NM0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0121
 NM0121  HISTORY     - Date     Condition        Report By
 NM0121  HISTORY     - 1948     MONUMENTED       CGS
 NM0121  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0121  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0121
 NM0121                          STATION DESCRIPTION
 NM0121
 NM0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0121'0.4 MI NW FROM SLOAN.
 NM0121'0.4 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0121'FROM THE STATION AT SLOAN, 0.2 MILE NORTHWEST OF THE WATER TOWER
 NM0121'AT SLOAN, 52.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 NM0121'TRACK, 41.5 FEET NORTHEAST OF THE NORTHEAST END OF A CONCRETE
 NM0121'PIPE CULVERT UNDER THE RAILROAD, 13.3 FEET SOUTHWEST OF THE CENTER
 NM0121'LINE OF U.S. HIGHWAY 75, 8.0 FEET SOUTHEAST OF THE EXTENDED CENTER
 NM0121'LINE OF A ROAD LEADING NORTH, SET IN THE TOP OF THE SOUTHWEST
 NM0121'HEADWALL OF A 30 INCH HIGHWAY CULVERT UNDER U.S. HIGHWAY 75.
 NM0121
 NM0121                          STATION RECOVERY (1969)
 NM0121
 NM0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0121'MARK NOT FOUND.
 NM0121
 NM0121                          STATION RECOVERY (1989)
 NM0121
 NM0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0121'THERE IS NO LONGER A HEADWALL AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0143 ***********************************************************************
 NL0143  DESIGNATION -  K 13
 NL0143  PID         -  NL0143
 NL0143  STATE/COUNTY-  IA/CALHOUN
 NL0143  USGS QUAD   -  ROCKWELL CITY (1980)
 NL0143
 NL0143                         *CURRENT SURVEY CONTROL
 NL0143  ___________________________________________________________________
 NL0143* NAD 83(1986)-  42 23 33.     (N)    094 37 47.     (W)     SCALED    
 NL0143* NAVD 88     -       371.071  (meters)    1217.42   (feet)  ADJUSTED  
 NL0143  ___________________________________________________________________
 NL0143  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 NL0143  DYNAMIC HT  -         370.931 (meters)    1216.96  (feet)  COMP
 NL0143  MODELED GRAV-     980,233.5   (mgal)                       NAVD 88
 NL0143
 NL0143  VERT ORDER  -  FIRST     CLASS II
 NL0143
 NL0143.The horizontal coordinates were scaled from a topographic map and have
 NL0143.an estimated accuracy of +/- 6 seconds.
 NL0143
 NL0143.The orthometric height was determined by differential leveling
 NL0143.and adjusted by the National Geodetic Survey in June 1991..
 NL0143.WARNING-Repeat measurements at this control monument indicate possible
 NL0143.vertical movement.
 NL0143
 NL0143.The geoid height was determined by GEOID03.
 NL0143
 NL0143.The dynamic height is computed by dividing the NAVD 88
 NL0143.geopotential number by the normal gravity value computed on the
 NL0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0143.degrees latitude (g = 980.6199 gals.).
 NL0143
 NL0143.The modeled gravity was interpolated from observed gravity values.
 NL0143
 NL0143;                    North         East    Units  Estimated Accuracy
 NL0143;SPC IA N     - 1,099,760.    1,406,990.      MT  (+/- 180 meters Scaled)
 NL0143
 NL0143                          SUPERSEDED SURVEY CONTROL
 NL0143
 NL0143  NGVD 29 (??/??/92)  370.988  (m)         1217.15   (f) ADJ UNCH    1 2
 NL0143
 NL0143.Superseded values are not recommended for survey control.
 NL0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0143.See file dsdata.txt to determine how the superseded data were derived.
 NL0143
 NL0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG658946(NAD 83)
 NL0143_MARKER: DB = BENCH MARK DISK
 NL0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0143_STAMPING: 1217.173 K 13 1935
 NL0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0143+STABILITY: SURFACE MOTION
 NL0143
 NL0143  HISTORY     - Date     Condition        Report By
 NL0143  HISTORY     - 1935     MONUMENTED       CGS
 NL0143  HISTORY     - 1935     GOOD             NGS
 NL0143
 NL0143                          STATION DESCRIPTION
 NL0143
 NL0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NL0143'AT ROCKWELL CITY.
 NL0143'AT ROCKWELL CITY, CALHOUN COUNTY, 300 YARDS EAST OF THE ILLINOIS
 NL0143'CENTRAL RAILROAD STATION, AT A RAILROAD JUNCTION, 42 FEET WEST
 NL0143'OF THE SOUTHWEST CORNER OF THE JUNCTION CONTROL HOUSE, 24.6
 NL0143'FEET NORTH OF THE NORTH RAIL OF THE I.C.R.R., 21.0 FEET NORTHEAST
 NL0143'OF THE NORTHEAST RAIL OF THE FORT DODGE, DES MOINES AND SOUTHERN
 NL0143'RAILROAD, 13.3 FEET WEST OF THE WEST RAIL OF THE CHICAGO,
 NL0143'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, AND 24 FEET EAST OF
 NL0143'THE CENTERLINE OF A NORTH-AND-SOUTH SECTION-LINE ROAD.  A
 NL0143'STANDARD DISK, STAMPED 1217.173 K 13 1935 AND SET IN THE TOP
 NL0143'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0849 ***********************************************************************
 MJ0849  DESIGNATION -  K 130
 MJ0849  PID         -  MJ0849
 MJ0849  STATE/COUNTY-  IA/MILLS
 MJ0849  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0849
 MJ0849                         *CURRENT SURVEY CONTROL
 MJ0849  ___________________________________________________________________
 MJ0849* NAD 83(1986)-  41 06 49.     (N)    095 49 53.     (W)     SCALED    
 MJ0849* NAVD 88     -       294.008  (meters)     964.59   (feet)  ADJUSTED  
 MJ0849  ___________________________________________________________________
 MJ0849  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 MJ0849  DYNAMIC HT  -         293.888 (meters)     964.20  (feet)  COMP
 MJ0849  MODELED GRAV-     980,206.7   (mgal)                       NAVD 88
 MJ0849
 MJ0849  VERT ORDER  -  SECOND    CLASS 0
 MJ0849
 MJ0849.The horizontal coordinates were scaled from a topographic map and have
 MJ0849.an estimated accuracy of +/- 6 seconds.
 MJ0849
 MJ0849.The orthometric height was determined by differential leveling
 MJ0849.and adjusted by the National Geodetic Survey in June 1991..
 MJ0849
 MJ0849.The geoid height was determined by GEOID03.
 MJ0849
 MJ0849.The dynamic height is computed by dividing the NAVD 88
 MJ0849.geopotential number by the normal gravity value computed on the
 MJ0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0849.degrees latitude (g = 980.6199 gals.).
 MJ0849
 MJ0849.The modeled gravity was interpolated from observed gravity values.
 MJ0849
 MJ0849;                    North         East    Units  Estimated Accuracy
 MJ0849;SPC IA S     -   126,290.      304,220.      MT  (+/- 180 meters Scaled)
 MJ0849
 MJ0849                          SUPERSEDED SURVEY CONTROL
 MJ0849
 MJ0849  NGVD 29 (??/??/92)  293.916  (m)          964.29   (f) ADJ UNCH    2 0
 MJ0849
 MJ0849.Superseded values are not recommended for survey control.
 MJ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0849.See file dsdata.txt to determine how the superseded data were derived.
 MJ0849
 MJ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF622552(NAD 83)
 MJ0849_MARKER: DB = BENCH MARK DISK
 MJ0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0849_STAMPING: K 130 1948
 MJ0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0849+STABILITY: SURFACE MOTION
 MJ0849
 MJ0849  HISTORY     - Date     Condition        Report By
 MJ0849  HISTORY     - 1948     MONUMENTED       CGS
 MJ0849
 MJ0849                          STATION DESCRIPTION
 MJ0849
 MJ0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0849'7.3 MI NW FROM PACIFIC JUNCTION.
 MJ0849'6.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0849'FROM THE RAILROAD CROSSING AT PACIFIC JUNCTION, THENCE 0.9 MILE
 MJ0849'NORTHWEST ALONG A DIRT ROAD, ABOUT 200.0 FEET EAST OF THE
 MJ0849'JUNCTION OF A NORTH-SOUTH DIRT ROAD AND A ROAD LEADING EAST, 70.0
 MJ0849'FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE UNOCCUPIED
 MJ0849'FARM HOME, AT A TWO-STORY FARM HOUSE (UNOCCUPIED IN 1948) WHICH
 MJ0849'IS ON THE FARM OF W.C. SCHEIDLE, 25.7 FEET EAST OF A GATE FOR A
 MJ0849'WALKWAY LEADING TO THE ENTRANCE OF THE FARM HOME, 24.3 FEET
 MJ0849'NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING EAST, 5.0 FEET
 MJ0849'WEST OF A 20-INCH ASH TREE, 1.0 FOOT SOUTH OF A FENCE LINE, SET
 MJ0849'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MJ0849'GROUND.  MARK IS 0.5 MILE SOUTH ALONG A DIRT ROAD FROM L 130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0789 ***********************************************************************
 MJ0789  DESIGNATION -  K 131
 MJ0789  PID         -  MJ0789
 MJ0789  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0789  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0789
 MJ0789                         *CURRENT SURVEY CONTROL
 MJ0789  ___________________________________________________________________
 MJ0789* NAD 83(1986)-  41 11 29.     (N)    095 49 44.     (W)     SCALED    
 MJ0789* NAVD 88     -       295.817  (meters)     970.53   (feet)  ADJUSTED  
 MJ0789  ___________________________________________________________________
 MJ0789  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 MJ0789  DYNAMIC HT  -         295.697 (meters)     970.13  (feet)  COMP
 MJ0789  MODELED GRAV-     980,212.0   (mgal)                       NAVD 88
 MJ0789
 MJ0789  VERT ORDER  -  SECOND    CLASS 0
 MJ0789
 MJ0789.The horizontal coordinates were scaled from a topographic map and have
 MJ0789.an estimated accuracy of +/- 6 seconds.
 MJ0789
 MJ0789.The orthometric height was determined by differential leveling
 MJ0789.and adjusted by the National Geodetic Survey in June 1991..
 MJ0789
 MJ0789.The geoid height was determined by GEOID03.
 MJ0789
 MJ0789.The dynamic height is computed by dividing the NAVD 88
 MJ0789.geopotential number by the normal gravity value computed on the
 MJ0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0789.degrees latitude (g = 980.6199 gals.).
 MJ0789
 MJ0789.The modeled gravity was interpolated from observed gravity values.
 MJ0789
 MJ0789;                    North         East    Units  Estimated Accuracy
 MJ0789;SPC IA S     -   134,920.      304,660.      MT  (+/- 180 meters Scaled)
 MJ0789
 MJ0789                          SUPERSEDED SURVEY CONTROL
 MJ0789
 MJ0789  NGVD 29 (??/??/92)  295.714  (m)          970.19   (f) ADJ UNCH    2 0
 MJ0789
 MJ0789.Superseded values are not recommended for survey control.
 MJ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0789.See file dsdata.txt to determine how the superseded data were derived.
 MJ0789
 MJ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF627638(NAD 83)
 MJ0789_MARKER: DB = BENCH MARK DISK
 MJ0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0789_STAMPING: K 131 1948
 MJ0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0789+STABILITY: SURFACE MOTION
 MJ0789
 MJ0789  HISTORY     - Date     Condition        Report By
 MJ0789  HISTORY     - 1948     MONUMENTED       CGS
 MJ0789
 MJ0789                          STATION DESCRIPTION
 MJ0789
 MJ0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0789'2.3 MI SE FROM MANAWA PARK.
 MJ0789'1.6 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING THE EAST EDGE OF
 MJ0789'LAKE MANAWA FROM THE MANAWA PARK CHURCH AT MANAWA PARK, THENCE
 MJ0789'0.7 MILE EAST ALONG A GRAVEL ROAD, 0.25 MILE EAST OF THE BRIDGE
 MJ0789'OVER MOSQUITO CREEK, 37.0 FEET NORTH OF THE CENTER LINE OF THE
 MJ0789'ROAD MEASURED FROM A POINT ABOUT 75.0 FEET WEST OF THE EAST END
 MJ0789'OF A LONG CURVE WHICH IS THE FIRST CURVE EAST OF THE MOSQUITO
 MJ0789'CREEK BRIDGE, 26.0 FEET NORTH OF THE EXTENSIN TO THE NORTHWEST
 MJ0789'OF THE CENTER LINE OF THE ROAD LEADING SOUTHEAST, 3.5 FEET NORTH
 MJ0789'OF A 4 X 4 REFERENCE POST, 1.8 FEET NORTH OF A FENCE LINE, SET
 MJ0789'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MJ0789'GROUND.  MARK IS 0.6 MILE SOUTH AND 0.75 MILE WEST OF LEWIS
 MJ0789'1947 (TRIANGULATION STATION) DESCRIBED ON THE LINE RELEVELING-- SIOUX
 MJ0789'CITY TO PACIFIC JUNCTION, IOWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0820 ***********************************************************************
 MJ0820  DESIGNATION -  K 132
 MJ0820  PID         -  MJ0820
 MJ0820  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0820  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0820
 MJ0820                         *CURRENT SURVEY CONTROL
 MJ0820  ___________________________________________________________________
 MJ0820* NAD 83(1986)-  41 12 02.     (N)    095 54 14.     (W)     SCALED    
 MJ0820* NAVD 88     -       295.862  (meters)     970.67   (feet)  ADJUSTED  
 MJ0820  ___________________________________________________________________
 MJ0820  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 MJ0820  DYNAMIC HT  -         295.741 (meters)     970.28  (feet)  COMP
 MJ0820  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 MJ0820
 MJ0820  VERT ORDER  -  SECOND    CLASS 0
 MJ0820
 MJ0820.The horizontal coordinates were scaled from a topographic map and have
 MJ0820.an estimated accuracy of +/- 6 seconds.
 MJ0820
 MJ0820.The orthometric height was determined by differential leveling
 MJ0820.and adjusted by the National Geodetic Survey in June 1991..
 MJ0820
 MJ0820.The geoid height was determined by GEOID03.
 MJ0820
 MJ0820.The dynamic height is computed by dividing the NAVD 88
 MJ0820.geopotential number by the normal gravity value computed on the
 MJ0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0820.degrees latitude (g = 980.6199 gals.).
 MJ0820
 MJ0820.The modeled gravity was interpolated from observed gravity values.
 MJ0820
 MJ0820;                    North         East    Units  Estimated Accuracy
 MJ0820;SPC IA S     -   136,110.      298,400.      MT  (+/- 180 meters Scaled)
 MJ0820
 MJ0820                          SUPERSEDED SURVEY CONTROL
 MJ0820
 MJ0820  NGVD 29 (??/??/92)  295.748  (m)          970.30   (f) ADJ UNCH    2 0
 MJ0820
 MJ0820.Superseded values are not recommended for survey control.
 MJ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0820.See file dsdata.txt to determine how the superseded data were derived.
 MJ0820
 MJ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF565650(NAD 83)
 MJ0820_MARKER: DB = BENCH MARK DISK
 MJ0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0820_STAMPING: K 132 1948
 MJ0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0820+STABILITY: SURFACE MOTION
 MJ0820
 MJ0820  HISTORY     - Date     Condition        Report By
 MJ0820  HISTORY     - 1948     MONUMENTED       CGS
 MJ0820  HISTORY     - 1973     GOOD             NGS
 MJ0820
 MJ0820                          STATION DESCRIPTION
 MJ0820
 MJ0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0820'2.3 MI SE FROM SOUTH OMAHA.
 MJ0820'1.65 MILES EAST ALONG U.S. HIGHWAY 275 FROM THE WEST END OF THE
 MJ0820'SOUTH OMAHA BRIDGE OVER THE MISSOURI RIVER AT SOUTH OMAHA,
 MJ0820'THENCE 0.65 MILE SOUTH ALONG A DIRT ROAD, AT THE SOUTHEAST CORNER
 MJ0820'OF AN AREA COVERED BY LARGE TREES AND WHICH IS A WILDLIFE REFUGE
 MJ0820'OPERATED BY THE STATE CONSERVATION COMMISSION, IN THE NORTHWEST
 MJ0820'QUARTER OF A JUNCTION OF A DIRT ROAD LEADING WEST, 69.0 FEET
 MJ0820'NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 32.6 FEET
 MJ0820'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 15.6 FEET
 MJ0820'NORTH OF AN IRON PIPE CORNER FENCE POST WHICH ALSO SERVES AS
 MJ0820'AN EAST GATE POST, 1.5 FEET SOUTH OF A 4 X 4 REFERENCE POST,
 MJ0820'1.0 FOOT EAST OF A FENCE LINE WHICH HAS STEEL POSTS AND WHICH
 MJ0820'IS AROUND A LARGE WOODEN AREA, SET IN THE TOP OF A CONCRETE
 MJ0820'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MJ0820
 MJ0820                          STATION RECOVERY (1973)
 MJ0820
 MJ0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MJ0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1164 ***********************************************************************
 LF1164  DESIGNATION -  K 133
 LF1164  PID         -  LF1164
 LF1164  STATE/COUNTY-  IA/FREMONT
 LF1164  USGS QUAD   -  MC PAUL (1984)
 LF1164
 LF1164                         *CURRENT SURVEY CONTROL
 LF1164  ___________________________________________________________________
 LF1164* NAD 83(1986)-  40 45 15.     (N)    095 51 04.     (W)     SCALED    
 LF1164* NAVD 88     -       283.892  (meters)     931.40   (feet)  ADJUSTED  
 LF1164  ___________________________________________________________________
 LF1164  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 LF1164  DYNAMIC HT  -         283.746 (meters)     930.92  (feet)  COMP
 LF1164  MODELED GRAV-     980,105.5   (mgal)                       NAVD 88
 LF1164
 LF1164  VERT ORDER  -  SECOND    CLASS 0
 LF1164
 LF1164.The horizontal coordinates were scaled from a topographic map and have
 LF1164.an estimated accuracy of +/- 6 seconds.
 LF1164
 LF1164.The orthometric height was determined by differential leveling
 LF1164.and adjusted by the National Geodetic Survey in June 1991..
 LF1164
 LF1164.The geoid height was determined by GEOID03.
 LF1164
 LF1164.The dynamic height is computed by dividing the NAVD 88
 LF1164.geopotential number by the normal gravity value computed on the
 LF1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1164.degrees latitude (g = 980.6199 gals.).
 LF1164
 LF1164.The modeled gravity was interpolated from observed gravity values.
 LF1164
 LF1164;                    North         East    Units  Estimated Accuracy
 LF1164;SPC IA S     -    86,430.      301,480.      MT  (+/- 180 meters Scaled)
 LF1164
 LF1164                          SUPERSEDED SURVEY CONTROL
 LF1164
 LF1164  NGVD 29 (??/??/92)  283.799  (m)          931.10   (f) ADJ UNCH    2 0
 LF1164
 LF1164.Superseded values are not recommended for survey control.
 LF1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1164.See file dsdata.txt to determine how the superseded data were derived.
 LF1164
 LF1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF593153(NAD 83)
 LF1164_MARKER: DB = BENCH MARK DISK
 LF1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1164_STAMPING: K 133 1948
 LF1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1164+STABILITY: SURFACE MOTION
 LF1164
 LF1164  HISTORY     - Date     Condition        Report By
 LF1164  HISTORY     - 1948     MONUMENTED       CGS
 LF1164
 LF1164                          STATION DESCRIPTION
 LF1164
 LF1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1164'2.8 MI NW FROM PERCIVAL.
 LF1164'0.5 MILE NORTH ALONG A TAR ROAD FROM THE PERCIVAL SCHOOL AT
 LF1164'PERCIVAL, THENCE 2.0 MILES WEST ALONG A GRAVEL ROAD, THENCE
 LF1164'0.25 MILE SOUTH ALONG A GRAVEL ROAD, 0.25 MILE SOUTH OF A TURN
 LF1164'IN THE ROAD AND A JUNCTION OF A DIRT ROAD LEADING WEST, 94.0 FEET
 LF1164'EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 67.7 FEET EAST OF
 LF1164'THE CENTER OF A GATE IN THE RIGHT-OF-WAY FENCE, 9.5 FEET WEST
 LF1164'OF A 20-INCH ASH TREE, 1.3 FEET WEST OF A 4 X 4 REFERENCE POST,
 LF1164'1.0 FOOT NORTH OF A STEEL POST FENCE LINE, SET IN THE TOP OF A
 LF1164'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LF1164'NOTE-- MARK IS 1.0 MILE NORTH OF BENCH MARK E 133.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1180 ***********************************************************************
 LF1180  DESIGNATION -  K 134
 LF1180  PID         -  LF1180
 LF1180  STATE/COUNTY-  IA/FREMONT
 LF1180  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1180
 LF1180                         *CURRENT SURVEY CONTROL
 LF1180  ___________________________________________________________________
 LF1180* NAD 83(1986)-  40 42 14.     (N)    095 50 51.     (W)     SCALED    
 LF1180* NAVD 88     -       281.496  (meters)     923.54   (feet)  ADJUSTED  
 LF1180  ___________________________________________________________________
 LF1180  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LF1180  DYNAMIC HT  -         281.349 (meters)     923.06  (feet)  COMP
 LF1180  MODELED GRAV-     980,096.4   (mgal)                       NAVD 88
 LF1180
 LF1180  VERT ORDER  -  SECOND    CLASS 0
 LF1180
 LF1180.The horizontal coordinates were scaled from a topographic map and have
 LF1180.an estimated accuracy of +/- 6 seconds.
 LF1180
 LF1180.The orthometric height was determined by differential leveling
 LF1180.and adjusted by the National Geodetic Survey in June 1991..
 LF1180
 LF1180.The geoid height was determined by GEOID03.
 LF1180
 LF1180.The dynamic height is computed by dividing the NAVD 88
 LF1180.geopotential number by the normal gravity value computed on the
 LF1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1180.degrees latitude (g = 980.6199 gals.).
 LF1180
 LF1180.The modeled gravity was interpolated from observed gravity values.
 LF1180
 LF1180;                    North         East    Units  Estimated Accuracy
 LF1180;SPC IA S     -    80,840.      301,640.      MT  (+/- 180 meters Scaled)
 LF1180
 LF1180                          SUPERSEDED SURVEY CONTROL
 LF1180
 LF1180  NGVD 29 (??/??/92)  281.395  (m)          923.21   (f) ADJ UNCH    2 0
 LF1180
 LF1180.Superseded values are not recommended for survey control.
 LF1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1180.See file dsdata.txt to determine how the superseded data were derived.
 LF1180
 LF1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF594097(NAD 83)
 LF1180_MARKER: DB = BENCH MARK DISK
 LF1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1180_STAMPING: K 134 1948
 LF1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1180+STABILITY: SURFACE MOTION
 LF1180
 LF1180  HISTORY     - Date     Condition        Report By
 LF1180  HISTORY     - 1948     MONUMENTED       CGS
 LF1180
 LF1180                          STATION DESCRIPTION
 LF1180
 LF1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1180'2.6 MI NW FROM NEBRASKA CITY.
 LF1180'0.15 MILE EAST ALONG IOWA STATE HIGHWAY 2 FROM THE EAST END OF
 LF1180'THE NEBRASKA CITY BRIDGE AT NEBRASKA CITY, NEBRASKA, THENCE 1.85
 LF1180'MILES NORTH ALONG A DIRT ROAD KNOWN AS RICKETTS SCHOOL ROAD,
 LF1180'THENCE 0.55 MILE WEST ALONG A DIRT ROAD (DYKE ROAD 894), AT
 LF1180'THE SOUTHWEST CORNER OF A FIELD, 147.0 FEET EAST OF THE CENTER
 LF1180'OF THE TOP OF A LEVEE, 53.5 FEET EAST OF THE CENTER LINE OF A
 LF1180'ROAD FOLLOWING ALONG THE EAST BASE OF THE LEVEE, 16.8 FEET NORTH
 LF1180'OF THE CENTER LINE OF THE EAST-WEST ROAD, 1.5 FEET WEST OF A 4 X 4
 LF1180'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LF1180'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0219 ***********************************************************************
 MK0219  DESIGNATION -  K 136
 MK0219  PID         -  MK0219
 MK0219  STATE/COUNTY-  IA/HARRISON
 MK0219  USGS QUAD   -  MODALE (1970)
 MK0219
 MK0219                         *CURRENT SURVEY CONTROL
 MK0219  ___________________________________________________________________
 MK0219* NAD 83(1986)-  41 33 37.     (N)    096 02 35.     (W)     SCALED    
 MK0219* NAVD 88     -       307.108  (meters)    1007.57   (feet)  ADJUSTED  
 MK0219  ___________________________________________________________________
 MK0219  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 MK0219  DYNAMIC HT  -         306.968 (meters)    1007.11  (feet)  COMP
 MK0219  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 MK0219
 MK0219  VERT ORDER  -  SECOND    CLASS 0
 MK0219
 MK0219.The horizontal coordinates were scaled from a topographic map and have
 MK0219.an estimated accuracy of +/- 6 seconds.
 MK0219
 MK0219.The orthometric height was determined by differential leveling
 MK0219.and adjusted by the National Geodetic Survey in June 1991..
 MK0219
 MK0219.The geoid height was determined by GEOID03.
 MK0219
 MK0219.The dynamic height is computed by dividing the NAVD 88
 MK0219.geopotential number by the normal gravity value computed on the
 MK0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0219.degrees latitude (g = 980.6199 gals.).
 MK0219
 MK0219.The modeled gravity was interpolated from observed gravity values.
 MK0219
 MK0219;                    North         East    Units  Estimated Accuracy
 MK0219;SPC IA S     -   176,370.      287,900.      MT  (+/- 180 meters Scaled)
 MK0219
 MK0219                          SUPERSEDED SURVEY CONTROL
 MK0219
 MK0219  NGVD 29 (??/??/92)  306.964  (m)         1007.10   (f) ADJ UNCH    2 0
 MK0219
 MK0219.Superseded values are not recommended for survey control.
 MK0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0219.See file dsdata.txt to determine how the superseded data were derived.
 MK0219
 MK0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM465051(NAD 83)
 MK0219_MARKER: DB = BENCH MARK DISK
 MK0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0219_STAMPING: K 136 1948
 MK0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0219+STABILITY: SURFACE MOTION
 MK0219
 MK0219  HISTORY     - Date     Condition        Report By
 MK0219  HISTORY     - 1948     MONUMENTED       CGS
 MK0219
 MK0219                          STATION DESCRIPTION
 MK0219
 MK0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0219'3.6 MI NW FROM CALIFORNIA JUNCTION.
 MK0219'2.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0219'THE STATION AT CALIFORNIA JUNCTION, THENCE 0.2 MILE NORTH ALONG
 MK0219'A DIRT ROAD, THENCE 0.6 MILE EAST ALONG A DIRT ROAD, AT A
 MK0219'FARMHOUSE, 58.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 50.2
 MK0219'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 32.4 FEET
 MK0219'SOUTH OF A CORNER FENCE POST, 1.0 FOOT WEST OF A FENCE, 1.3 FEET
 MK0219'NORTH OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 MK0219'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0227 ***********************************************************************
 MK0227  DESIGNATION -  K 137
 MK0227  PID         -  MK0227
 MK0227  STATE/COUNTY-  IA/HARRISON
 MK0227  USGS QUAD   -  MODALE (1970)
 MK0227
 MK0227                         *CURRENT SURVEY CONTROL
 MK0227  ___________________________________________________________________
 MK0227* NAD 83(1986)-  41 36 11.     (N)    096 03 24.     (W)     SCALED    
 MK0227* NAVD 88     -       306.590  (meters)    1005.87   (feet)  ADJUSTED  
 MK0227  ___________________________________________________________________
 MK0227  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 MK0227  DYNAMIC HT  -         306.455 (meters)    1005.43  (feet)  COMP
 MK0227  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 MK0227
 MK0227  VERT ORDER  -  SECOND    CLASS 0
 MK0227
 MK0227.The horizontal coordinates were scaled from a topographic map and have
 MK0227.an estimated accuracy of +/- 6 seconds.
 MK0227
 MK0227.The orthometric height was determined by differential leveling
 MK0227.and adjusted by the National Geodetic Survey in June 1991..
 MK0227
 MK0227.The geoid height was determined by GEOID03.
 MK0227
 MK0227.The dynamic height is computed by dividing the NAVD 88
 MK0227.geopotential number by the normal gravity value computed on the
 MK0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0227.degrees latitude (g = 980.6199 gals.).
 MK0227
 MK0227.The modeled gravity was interpolated from observed gravity values.
 MK0227
 MK0227;                    North         East    Units  Estimated Accuracy
 MK0227;SPC IA S     -   181,150.      286,900.      MT  (+/- 180 meters Scaled)
 MK0227
 MK0227                          SUPERSEDED SURVEY CONTROL
 MK0227
 MK0227  NGVD 29 (??/??/92)  306.443  (m)         1005.39   (f) ADJ UNCH    2 0
 MK0227
 MK0227.Superseded values are not recommended for survey control.
 MK0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0227.See file dsdata.txt to determine how the superseded data were derived.
 MK0227
 MK0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM452098(NAD 83)
 MK0227_MARKER: DB = BENCH MARK DISK
 MK0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0227_STAMPING: K 137 1948
 MK0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0227+STABILITY: SURFACE MOTION
 MK0227
 MK0227  HISTORY     - Date     Condition        Report By
 MK0227  HISTORY     - 1948     MONUMENTED       CGS
 MK0227  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0227
 MK0227                          STATION DESCRIPTION
 MK0227
 MK0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0227'3.2 MI SW FROM MODALE.
 MK0227'1.0 MILE SOUTH ALONG STATE HIGHWAY 300 FROM THE MODALE
 MK0227'CONSOLIDATED SCHOOL AT MODALE, THENCE 2.2 MILES WEST ALONG A
 MK0227'DIRT ROAD, ALONG A FIELD ROAD LEADING SOUTH, ON THE EAST SIDE
 MK0227'OF A CULTIVATED FIELD, 182.0 FEET SOUTH OF THE CENTER LINE
 MK0227'OF THE EAST AND WEST ROAD, 9.0 FEET EAST OF THE CENTER LINE OF
 MK0227'THE FIELD ROAD, 1.4 FEET WEST OF A FENCE, 1.5 FEET NORTH OF A
 MK0227'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0227'0.5 FOOT ABOVE THE GROUND.
 MK0227
 MK0227                          STATION RECOVERY (1970)
 MK0227
 MK0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0722 ***********************************************************************
 MJ0722  DESIGNATION -  K 138
 MJ0722  PID         -  MJ0722
 MJ0722  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0722  USGS QUAD   -  LOVELAND (1994)
 MJ0722
 MJ0722                         *CURRENT SURVEY CONTROL
 MJ0722  ___________________________________________________________________
 MJ0722* NAD 83(1986)-  41 25 10.     (N)    095 55 34.     (W)     SCALED    
 MJ0722* NAVD 88     -       301.790  (meters)     990.12   (feet)  ADJUSTED  
 MJ0722  ___________________________________________________________________
 MJ0722  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 MJ0722  DYNAMIC HT  -         301.652 (meters)     989.67  (feet)  COMP
 MJ0722  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 MJ0722
 MJ0722  VERT ORDER  -  SECOND    CLASS 0
 MJ0722
 MJ0722.The horizontal coordinates were scaled from a topographic map and have
 MJ0722.an estimated accuracy of +/- 6 seconds.
 MJ0722
 MJ0722.The orthometric height was determined by differential leveling
 MJ0722.and adjusted by the National Geodetic Survey in June 1991..
 MJ0722
 MJ0722.The geoid height was determined by GEOID03.
 MJ0722
 MJ0722.The dynamic height is computed by dividing the NAVD 88
 MJ0722.geopotential number by the normal gravity value computed on the
 MJ0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0722.degrees latitude (g = 980.6199 gals.).
 MJ0722
 MJ0722.The modeled gravity was interpolated from observed gravity values.
 MJ0722
 MJ0722;                    North         East    Units  Estimated Accuracy
 MJ0722;SPC IA S     -   160,460.      297,210.      MT  (+/- 180 meters Scaled)
 MJ0722
 MJ0722                          SUPERSEDED SURVEY CONTROL
 MJ0722
 MJ0722  NGVD 29 (??/??/92)  301.656  (m)          989.68   (f) ADJ UNCH    2 0
 MJ0722
 MJ0722.Superseded values are not recommended for survey control.
 MJ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0722.See file dsdata.txt to determine how the superseded data were derived.
 MJ0722
 MJ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF554894(NAD 83)
 MJ0722_MARKER: DB = BENCH MARK DISK
 MJ0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0722_STAMPING: K 138 1948
 MJ0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0722+STABILITY: SURFACE MOTION
 MJ0722
 MJ0722  HISTORY     - Date     Condition        Report By
 MJ0722  HISTORY     - 1948     MONUMENTED       CGS
 MJ0722
 MJ0722                          STATION DESCRIPTION
 MJ0722
 MJ0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0722'6.8 MI W FROM CRESCENT.
 MJ0722'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0722'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.6
 MJ0722'MILES NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 MJ0722'DIRT ROAD, THENCE 2.5 MILES NORTH ALONG A DIRT ROAD, THENCE 0.4
 MJ0722'MILE WEST ALONG A FIELD ROAD, AT THE WEST EDGE OF A CULTIVATED
 MJ0722'FIELD AND THE EAST EDGE OF A WOODS, AT WEST END OF THE FIELD
 MJ0722'ROAD AND THE EAST END OF THE WOODS ROAD, 8.0 FEET NORTH OF THE
 MJ0722'CENTER LINE OF THE ROAD, 4.0 FEET SOUTH OF A 24-INCH COTTONWOOD
 MJ0722'TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 1.5
 MJ0722'FEET SOUTH OF A FENCE, 2.0 FEET WEST OF A REFERENCE POST, SET IN
 MJ0722'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0771 ***********************************************************************
 MJ0771  DESIGNATION -  K 139
 MJ0771  PID         -  MJ0771
 MJ0771  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0771  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0771
 MJ0771                         *CURRENT SURVEY CONTROL
 MJ0771  ___________________________________________________________________
 MJ0771* NAD 83(1986)-  41 16 15.     (N)    095 54 24.     (W)     SCALED    
 MJ0771* NAVD 88     -       302.377  (meters)     992.05   (feet)  ADJUSTED  
 MJ0771  ___________________________________________________________________
 MJ0771  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 MJ0771  DYNAMIC HT  -         302.252 (meters)     991.64  (feet)  COMP
 MJ0771  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 MJ0771
 MJ0771  VERT ORDER  -  SECOND    CLASS 0
 MJ0771
 MJ0771.The horizontal coordinates were scaled from a topographic map and have
 MJ0771.an estimated accuracy of +/- 6 seconds.
 MJ0771
 MJ0771.The orthometric height was determined by differential leveling
 MJ0771.and adjusted by the National Geodetic Survey in June 1991..
 MJ0771
 MJ0771.The geoid height was determined by GEOID03.
 MJ0771
 MJ0771.The dynamic height is computed by dividing the NAVD 88
 MJ0771.geopotential number by the normal gravity value computed on the
 MJ0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0771.degrees latitude (g = 980.6199 gals.).
 MJ0771
 MJ0771.The modeled gravity was interpolated from observed gravity values.
 MJ0771
 MJ0771;                    North         East    Units  Estimated Accuracy
 MJ0771;SPC IA S     -   143,910.      298,380.      MT  (+/- 180 meters Scaled)
 MJ0771
 MJ0771                          SUPERSEDED SURVEY CONTROL
 MJ0771
 MJ0771  NGVD 29 (??/??/92)  302.259  (m)          991.66   (f) ADJ UNCH    2 0
 MJ0771
 MJ0771.Superseded values are not recommended for survey control.
 MJ0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0771.See file dsdata.txt to determine how the superseded data were derived.
 MJ0771
 MJ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF565728(NAD 83)
 MJ0771_MARKER: DB = BENCH MARK DISK
 MJ0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0771_SP_SET: WALL
 MJ0771_STAMPING: K 139 1948
 MJ0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0771
 MJ0771  HISTORY     - Date     Condition        Report By
 MJ0771  HISTORY     - 1948     MONUMENTED       CGS
 MJ0771  HISTORY     - 1973     GOOD             NGS
 MJ0771
 MJ0771                          STATION DESCRIPTION
 MJ0771
 MJ0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0771'AT COUNCIL BLUFFS.
 MJ0771'AT COUNCIL BLUFFS, 1.8 MILES NORTHERLY ALONG A DIKE ROAD FROM
 MJ0771'THE EAST END OF THE UNION PACIFIC RAILROAD BRIDGE OVER THE
 MJ0771'MISSOURI RIVER, SET IN THE EAST END OF THE CONCRETE RETAINING
 MJ0771'WALL BETWEEN THE COUNCIL BLUFFS WATER WORKS AND THE RIVER, 53.8
 MJ0771'FEET NORTHEAST OF A FIRE HYDRANT LOCATED AT THE NORTHEAST CORNER
 MJ0771'OF THE BUILDING, 14.0 FEET NORTH OF THE CENTER LINE OF THE ROAD
 MJ0771'BEHIND THE BUILDING, 1.0 FOOT WEST OF THE EAST END OF THE WALL.
 MJ0771
 MJ0771                          STATION RECOVERY (1973)
 MJ0771
 MJ0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MJ0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0488 ***********************************************************************
 NL0488  DESIGNATION -  K 14
 NL0488  PID         -  NL0488
 NL0488  STATE/COUNTY-  IA/WOODBURY
 NL0488  USGS QUAD   -  PIERSON (1969)
 NL0488
 NL0488                         *CURRENT SURVEY CONTROL
 NL0488  ___________________________________________________________________
 NL0488* NAD 83(1986)-  42 31 07.     (N)    095 50 17.     (W)     SCALED    
 NL0488* NAVD 88     -       364.411  (meters)    1195.57   (feet)  ADJUSTED  
 NL0488  ___________________________________________________________________
 NL0488  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 NL0488  DYNAMIC HT  -         364.290 (meters)    1195.17  (feet)  COMP
 NL0488  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 NL0488
 NL0488  VERT ORDER  -  FIRST     CLASS II
 NL0488
 NL0488.The horizontal coordinates were scaled from a topographic map and have
 NL0488.an estimated accuracy of +/- 6 seconds.
 NL0488
 NL0488.The orthometric height was determined by differential leveling
 NL0488.and adjusted by the National Geodetic Survey in June 1991..
 NL0488
 NL0488.The geoid height was determined by GEOID03.
 NL0488
 NL0488.The dynamic height is computed by dividing the NAVD 88
 NL0488.geopotential number by the normal gravity value computed on the
 NL0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0488.degrees latitude (g = 980.6199 gals.).
 NL0488
 NL0488.The modeled gravity was interpolated from observed gravity values.
 NL0488
 NL0488;                    North         East    Units  Estimated Accuracy
 NL0488;SPC IA N     - 1,115,800.    1,307,910.      MT  (+/- 180 meters Scaled)
 NL0488
 NL0488                          SUPERSEDED SURVEY CONTROL
 NL0488
 NL0488  NGVD 29 (??/??/92)  364.271  (m)         1195.11   (f) ADJ UNCH    1 2
 NL0488
 NL0488.Superseded values are not recommended for survey control.
 NL0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0488.See file dsdata.txt to determine how the superseded data were derived.
 NL0488
 NL0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH668112(NAD 83)
 NL0488_MARKER: DB = BENCH MARK DISK
 NL0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0488_STAMPING: 1195.112 K 14 1933
 NL0488_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0488+STABILITY: SURFACE MOTION
 NL0488
 NL0488  HISTORY     - Date     Condition        Report By
 NL0488  HISTORY     - 1933     MONUMENTED       CGS
 NL0488  HISTORY     - 1942     GOOD             NGS
 NL0488  HISTORY     - 1966     MARK NOT FOUND   NGS
 NL0488  HISTORY     - 19980915 GOOD             NGS
 NL0488
 NL0488                          STATION DESCRIPTION
 NL0488
 NL0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NL0488'4 MI NW FROM CORRECTIONVILLE.
 NL0488'4 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0488'FROM CORRECTIONVILLE, WOODBURY COUNTY, AT THE CROSSING OF A
 NL0488'COUNTY ROAD, 50 FEET NORTH OF THE CENTERLINE OF THE ROAD, 48.7
 NL0488'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 20 FEET SOUTH
 NL0488'OF A POLE, AND 3 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER.
 NL0488'A STANDARD DISK, STAMPED 1195.112 K 14 1933 AND SET IN THE TOP
 NL0488'OF A CONCRETE POST.
 NL0488
 NL0488                          STATION RECOVERY (1966)
 NL0488
 NL0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NL0488'MARK NOT FOUND.
 NL0488
 NL0488                          STATION RECOVERY (1998)
 NL0488
 NL0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (BLP)
 NL0488'WE INCLUDED THIS STATION AS PART OF OUR 1ST ORDER WOODBURY CO NETWORK.
 NL0488'THIS STATION WAS OBSERVED WITH GPS ALONG WITH THE REST OF THE NETWORK.
 NL0488'RECOVERY NOTE BY DENI ASSOCIATES, INC.  1998- THE STATION IS LOCATED
 NL0488'ABOUT 2.4 MI (3.9 KM) SE OF PIERSON, ON THE NORTH SIDE OF A GRAVEL
 NL0488'ROAD (130TH ST) .  TO REACH THE STATION FROM THE INTERSECTION OF CO
 NL0488'HIGHWAY L 25/ MINNESOTA AVENUE AND CO HIGHWAY D 12/ 110TH STREET ON
 NL0488'THE NORTHEAST SIDE OF PIERSON, GO SOUTH ON CO HIGHWAY L 25/ MINNESOTA
 NL0488'AVENUE 2.0 MI (3.2 KM) TO THE JUNCTION OF A GRAVEL ROAD (130TH STREET)
 NL0488'.  TURN LEFT AND GO EAST ON THE GRAVEL ROAD FOR 1.1 MI (1.8 KM) TO THE
 NL0488'STATION ON THE LEFT JUST BEFORE A FARM FIELD ENTRANCE.  THE STATION IS
 NL0488'A STANDARD CGS BENCHMARK DISK FLUSH WITH THE GROUND, LOCATED 46.0 FT
 NL0488'(14.0 M) NORTH OF THE CENTERLINE OF THE ROAD, 12.6 FT (3.8 M)
 NL0488'NORTHEAST OF A POWER POLE, 10.6 FT (3.2 M) SOUTH OF A FENCE LINE, 80.0
 NL0488'FT (24.4 M) WEST OF A FARM FIELD ENTRANCE, 0.7 FT (21.3 CM) SOUTHEAST
 NL0488'OF A LONE FENCE POST.  THE RAILROAD AND THE WITNESS POST IN THE
 NL0488'ORIGINAL DESCRIPTION ARE NO LONGER THERE.  DESCRIBED BY BOB L POTTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0572 ***********************************************************************
 NM0572  DESIGNATION -  K 140
 NM0572  PID         -  NM0572
 NM0572  STATE/COUNTY-  IA/MONONA
 NM0572  USGS QUAD   -  ONAWA (1969)
 NM0572
 NM0572                         *CURRENT SURVEY CONTROL
 NM0572  ___________________________________________________________________
 NM0572* NAD 83(1986)-  42 01 24.     (N)    096 06 52.     (W)     SCALED    
 NM0572* NAVD 88     -       320.962  (meters)    1053.02   (feet)  ADJUSTED  
 NM0572  ___________________________________________________________________
 NM0572  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 NM0572  DYNAMIC HT  -         320.846 (meters)    1052.64  (feet)  COMP
 NM0572  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 NM0572
 NM0572  VERT ORDER  -  SECOND    CLASS 0
 NM0572
 NM0572.The horizontal coordinates were scaled from a topographic map and have
 NM0572.an estimated accuracy of +/- 6 seconds.
 NM0572
 NM0572.The orthometric height was determined by differential leveling
 NM0572.and adjusted by the National Geodetic Survey in June 1991..
 NM0572
 NM0572.The geoid height was determined by GEOID03.
 NM0572
 NM0572.The dynamic height is computed by dividing the NAVD 88
 NM0572.geopotential number by the normal gravity value computed on the
 NM0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0572.degrees latitude (g = 980.6199 gals.).
 NM0572
 NM0572.The modeled gravity was interpolated from observed gravity values.
 NM0572
 NM0572;                    North         East    Units  Estimated Accuracy
 NM0572;SPC IA N     - 1,061,480.    1,283,500.      MT  (+/- 180 meters Scaled)
 NM0572
 NM0572                          SUPERSEDED SURVEY CONTROL
 NM0572
 NM0572  NGVD 29 (??/??/92)  320.813  (m)         1052.53   (f) ADJ UNCH    2 0
 NM0572
 NM0572.Superseded values are not recommended for survey control.
 NM0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0572.See file dsdata.txt to determine how the superseded data were derived.
 NM0572
 NM0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM388563(NAD 83)
 NM0572_MARKER: DB = BENCH MARK DISK
 NM0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0572_STAMPING: K 140 1948
 NM0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0572+STABILITY: SURFACE MOTION
 NM0572
 NM0572  HISTORY     - Date     Condition        Report By
 NM0572  HISTORY     - 1948     MONUMENTED       CGS
 NM0572
 NM0572                          STATION DESCRIPTION
 NM0572
 NM0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0572'1 MI W FROM ONAWA.
 NM0572'1.0 MILE WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0572'AT ONAWA, AT A FARMHOUSE, 89.0 FEET SOUTH OF THE SOUTHEAST CORNER
 NM0572'OF A RED BARN, 32.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 NM0572'24.0 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD, 2.0 FEET
 NM0572'NORTH OF A FENCE, 1.8 FEET WEST OF A REFERENCE POST, SET IN THE
 NM0572'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0303 ***********************************************************************
 NM0303  DESIGNATION -  K 141
 NM0303  PID         -  NM0303
 NM0303  STATE/COUNTY-  IA/MONONA
 NM0303  USGS QUAD   -  MACY (1966)
 NM0303
 NM0303                         *CURRENT SURVEY CONTROL
 NM0303  ___________________________________________________________________
 NM0303* NAD 83(1986)-  42 05 54.     (N)    096 15 08.     (W)     SCALED    
 NM0303* NAVD 88     -       323.876  (meters)    1062.58   (feet)  ADJUSTED  
 NM0303  ___________________________________________________________________
 NM0303  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 NM0303  DYNAMIC HT  -         323.763 (meters)    1062.21  (feet)  COMP
 NM0303  MODELED GRAV-     980,264.8   (mgal)                       NAVD 88
 NM0303
 NM0303  VERT ORDER  -  SECOND    CLASS 0
 NM0303
 NM0303.The horizontal coordinates were scaled from a topographic map and have
 NM0303.an estimated accuracy of +/- 6 seconds.
 NM0303
 NM0303.The orthometric height was determined by differential leveling
 NM0303.and adjusted by the National Geodetic Survey in June 1991..
 NM0303
 NM0303.The geoid height was determined by GEOID03.
 NM0303
 NM0303.The dynamic height is computed by dividing the NAVD 88
 NM0303.geopotential number by the normal gravity value computed on the
 NM0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0303.degrees latitude (g = 980.6199 gals.).
 NM0303
 NM0303.The modeled gravity was interpolated from observed gravity values.
 NM0303
 NM0303;                    North         East    Units  Estimated Accuracy
 NM0303;SPC IA N     - 1,070,170.    1,272,370.      MT  (+/- 180 meters Scaled)
 NM0303
 NM0303                          SUPERSEDED SURVEY CONTROL
 NM0303
 NM0303  NGVD 29 (??/??/92)  323.735  (m)         1062.12   (f) ADJ UNCH    2 0
 NM0303
 NM0303.Superseded values are not recommended for survey control.
 NM0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0303.See file dsdata.txt to determine how the superseded data were derived.
 NM0303
 NM0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM272643(NAD 83)
 NM0303_MARKER: DB = BENCH MARK DISK
 NM0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0303_STAMPING: K 141 1948
 NM0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0303+STABILITY: SURFACE MOTION
 NM0303
 NM0303  HISTORY     - Date     Condition        Report By
 NM0303  HISTORY     - 1948     MONUMENTED       CGS
 NM0303
 NM0303                          STATION DESCRIPTION
 NM0303
 NM0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0303'7.1 MI SW FROM WHITING.
 NM0303'5.1 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT WHITING,
 NM0303'THENCE 2.0 MILES SOUTH ALONG A DIRT ROAD, 1.0 MILE WEST ALONG A
 NM0303'DIRT ROAD FROM BENCH MARK L 141 1948, ON THE OUTSIDE OF A CURVE
 NM0303'WITH TANGENTS LEADING NORTH AND EAST, 48.0 FEET SOUTHWEST OF THE
 NM0303'CENTER LINE OF THE ROAD, 22.0 FEET SOUTH OF A POINT ON THE
 NM0303'PROJECTED CENTER LINE OF THE EAST TANGENT, 7.0 FEET WEST OF A
 NM0303'POINT ON THE PROJECTED CENTER LINE OF THE NORTH TANGENT, 17.0
 NM0303'FEET WEST OF THE CENTER LINE OF A FIELD ROAD LEADING SOUTH, 1.6
 NM0303'FEET NORTHEAST OF A FENCE, 1.4 FEET SOUTHEAST OF A REFERENCE
 NM0303'POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NM0303'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0237 ***********************************************************************
 NM0237  DESIGNATION -  K 142
 NM0237  PID         -  NM0237
 NM0237  STATE/COUNTY-  IA/WOODBURY
 NM0237  USGS QUAD   -  SALIX (1976)
 NM0237
 NM0237                         *CURRENT SURVEY CONTROL
 NM0237  ___________________________________________________________________
 NM0237* NAD 83(1986)-  42 21 59.     (N)    096 21 02.     (W)     SCALED    
 NM0237* NAVD 88     -       332.549  (meters)    1091.04   (feet)  ADJUSTED  
 NM0237  ___________________________________________________________________
 NM0237  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 NM0237  DYNAMIC HT  -         332.443 (meters)    1090.69  (feet)  COMP
 NM0237  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 NM0237
 NM0237  VERT ORDER  -  SECOND    CLASS 0
 NM0237
 NM0237.The horizontal coordinates were scaled from a topographic map and have
 NM0237.an estimated accuracy of +/- 6 seconds.
 NM0237
 NM0237.The orthometric height was determined by differential leveling
 NM0237.and adjusted by the National Geodetic Survey in June 1991..
 NM0237
 NM0237.The geoid height was determined by GEOID03.
 NM0237
 NM0237.The dynamic height is computed by dividing the NAVD 88
 NM0237.geopotential number by the normal gravity value computed on the
 NM0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0237.degrees latitude (g = 980.6199 gals.).
 NM0237
 NM0237.The modeled gravity was interpolated from observed gravity values.
 NM0237
 NM0237;                    North         East    Units  Estimated Accuracy
 NM0237;SPC IA N     - 1,100,190.    1,265,240.      MT  (+/- 180 meters Scaled)
 NM0237
 NM0237                          SUPERSEDED SURVEY CONTROL
 NM0237
 NM0237  NGVD 29 (??/??/92)  332.393  (m)         1090.53   (f) ADJ UNCH    2 0
 NM0237
 NM0237.Superseded values are not recommended for survey control.
 NM0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0237.See file dsdata.txt to determine how the superseded data were derived.
 NM0237
 NM0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM181938(NAD 83)
 NM0237_MARKER: DB = BENCH MARK DISK
 NM0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0237_STAMPING: K 142 1948
 NM0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0237+STABILITY: SURFACE MOTION
 NM0237
 NM0237  HISTORY     - Date     Condition        Report By
 NM0237  HISTORY     - 1948     MONUMENTED       CGS
 NM0237  HISTORY     - 1964     MARK NOT FOUND   USGS
 NM0237
 NM0237                          STATION DESCRIPTION
 NM0237
 NM0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0237'4 MI S FROM SERGEANT BLUFF.
 NM0237'2.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0237'FROM THE STATION AT SERGEANT BLUFF, THENCE 1.1 MILES WEST ALONG
 NM0237'A GRAVEL ROAD, IN THE SOUTHWEST QUARTER OF A ROAD CROSSING, 56.0
 NM0237'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 20.0 FEET
 NM0237'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 2.4 FEET SOUTH OF
 NM0237'A TELEPHONE POLE, 1.5 FEET NORTH OF A FENCE, 1.6 FEET EAST OF A
 NM0237'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 NM0237'FOOT ABOVE THE GROUND.
 NM0237
 NM0237                          STATION RECOVERY (1964)
 NM0237
 NM0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NM0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0266 ***********************************************************************
 MK0266  DESIGNATION -  K 143
 MK0266  PID         -  MK0266
 MK0266  STATE/COUNTY-  IA/HARRISON
 MK0266  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0266
 MK0266                         *CURRENT SURVEY CONTROL
 MK0266  ___________________________________________________________________
 MK0266* NAD 83(1986)-  41 45 10.     (N)    096 03 34.     (W)     SCALED    
 MK0266* NAVD 88     -       313.202  (meters)    1027.56   (feet)  ADJUSTED  
 MK0266  ___________________________________________________________________
 MK0266  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 MK0266  DYNAMIC HT  -         313.073 (meters)    1027.14  (feet)  COMP
 MK0266  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 MK0266
 MK0266  VERT ORDER  -  SECOND    CLASS 0
 MK0266
 MK0266.The horizontal coordinates were scaled from a topographic map and have
 MK0266.an estimated accuracy of +/- 6 seconds.
 MK0266
 MK0266.The orthometric height was determined by differential leveling
 MK0266.and adjusted by the National Geodetic Survey in June 1991..
 MK0266
 MK0266.The geoid height was determined by GEOID03.
 MK0266
 MK0266.The dynamic height is computed by dividing the NAVD 88
 MK0266.geopotential number by the normal gravity value computed on the
 MK0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0266.degrees latitude (g = 980.6199 gals.).
 MK0266
 MK0266.The modeled gravity was interpolated from observed gravity values.
 MK0266
 MK0266;                    North         East    Units  Estimated Accuracy
 MK0266;SPC IA S     -   197,780.      287,160.      MT  (+/- 180 meters Scaled)
 MK0266
 MK0266                          SUPERSEDED SURVEY CONTROL
 MK0266
 MK0266  NGVD 29 (??/??/92)  313.057  (m)         1027.09   (f) ADJ UNCH    2 0
 MK0266
 MK0266.Superseded values are not recommended for survey control.
 MK0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0266.See file dsdata.txt to determine how the superseded data were derived.
 MK0266
 MK0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM444265(NAD 83)
 MK0266_MARKER: DB = BENCH MARK DISK
 MK0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0266_STAMPING: K 143 1948
 MK0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0266+STABILITY: SURFACE MOTION
 MK0266
 MK0266  HISTORY     - Date     Condition        Report By
 MK0266  HISTORY     - 1948     MONUMENTED       CGS
 MK0266  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0266
 MK0266                          STATION DESCRIPTION
 MK0266
 MK0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0266'4.6 MI NW FROM MONDAMIN.
 MK0266'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0266'THE STATION AT MONDAMIN, THENCE 1.6 MILES WEST ALONG A DIRT ROAD,
 MK0266'THENCE 1.7 MILES NORTH ALONG A DIRT ROAD, THENCE 0.2 MILE WEST
 MK0266'ALONG A DIRT ROAD, THENCE 0.6 MILE NORTH ALONG A DIRT ROAD,
 MK0266'68.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A SCHOOL BUILDING, 54.0
 MK0266'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A
 MK0266'FENCE, 1.3 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 MK0266'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MK0266
 MK0266                          STATION RECOVERY (1970)
 MK0266
 MK0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0183 ***********************************************************************
 MK0183  DESIGNATION -  K 144
 MK0183  PID         -  MK0183
 MK0183  STATE/COUNTY-  IA/MONONA
 MK0183  USGS QUAD   -  TEKAMAH NW (1970)
 MK0183
 MK0183                         *CURRENT SURVEY CONTROL
 MK0183  ___________________________________________________________________
 MK0183* NAD 83(1986)-  41 53 03.     (N)    096 08 17.     (W)     SCALED    
 MK0183* NAVD 88     -       316.505  (meters)    1038.40   (feet)  ADJUSTED  
 MK0183  ___________________________________________________________________
 MK0183  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 MK0183  DYNAMIC HT  -         316.385 (meters)    1038.01  (feet)  COMP
 MK0183  MODELED GRAV-     980,236.3   (mgal)                       NAVD 88
 MK0183
 MK0183  VERT ORDER  -  SECOND    CLASS 0
 MK0183
 MK0183.The horizontal coordinates were scaled from a topographic map and have
 MK0183.an estimated accuracy of +/- 6 seconds.
 MK0183
 MK0183.The orthometric height was determined by differential leveling
 MK0183.and adjusted by the National Geodetic Survey in June 1991..
 MK0183
 MK0183.The geoid height was determined by GEOID03.
 MK0183
 MK0183.The dynamic height is computed by dividing the NAVD 88
 MK0183.geopotential number by the normal gravity value computed on the
 MK0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0183.degrees latitude (g = 980.6199 gals.).
 MK0183
 MK0183.The modeled gravity was interpolated from observed gravity values.
 MK0183
 MK0183;                    North         East    Units  Estimated Accuracy
 MK0183;SPC IA N     - 1,046,090.    1,281,070.      MT  (+/- 180 meters Scaled)
 MK0183
 MK0183                          SUPERSEDED SURVEY CONTROL
 MK0183
 MK0183  NGVD 29 (??/??/92)  316.359  (m)         1037.92   (f) ADJ UNCH    2 0
 MK0183
 MK0183.Superseded values are not recommended for survey control.
 MK0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0183.See file dsdata.txt to determine how the superseded data were derived.
 MK0183
 MK0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM374408(NAD 83)
 MK0183_MARKER: DB = BENCH MARK DISK
 MK0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0183_STAMPING: K 144 1948
 MK0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0183+STABILITY: SURFACE MOTION
 MK0183
 MK0183  HISTORY     - Date     Condition        Report By
 MK0183  HISTORY     - 1948     MONUMENTED       CGS
 MK0183  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0183
 MK0183                          STATION DESCRIPTION
 MK0183
 MK0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0183'7.4 MI SW FROM BLENCOE.
 MK0183'0.5 MILE SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF
 MK0183'NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.0 MILE
 MK0183'WEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD,
 MK0183'THENCE 1.5 MILES WEST ALONG A DIRT ROAD, THENCE 1.4 MILES
 MK0183'SOUTH ALONG A DIRT ROAD, THENCE 0.7 MILE EAST ALONG A DIRT ROAD,
 MK0183'THENCE 0.8 MILE SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST
 MK0183'ALONG A DIRT ROAD, AT THE WEST END OF THE EAST-WEST ROAD, 174.0
 MK0183'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 23.0
 MK0183'FEET EAST OF THE NORTHEAST CORNER OF A CHICKEN HOUSE, 5.0
 MK0183'FEET SOUTH OF A ROW OF EVERGREEN TREES, 1.4 FEET WEST OF A
 MK0183'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MK0183'0.5 FOOT ABOVE THE GROUND.
 MK0183
 MK0183                          STATION RECOVERY (1970)
 MK0183
 MK0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0405 ***********************************************************************
 NM0405  DESIGNATION -  K 145
 NM0405  PID         -  NM0405
 NM0405  STATE/COUNTY-  IA/MONONA
 NM0405  USGS QUAD   -  ONAWA SW (1969)
 NM0405
 NM0405                         *CURRENT SURVEY CONTROL
 NM0405  ___________________________________________________________________
 NM0405* NAD 83(1986)-  42 00 08.     (N)    096 09 54.     (W)     SCALED    
 NM0405* NAVD 88     -       320.276  (meters)    1050.77   (feet)  ADJUSTED  
 NM0405  ___________________________________________________________________
 NM0405  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 NM0405  DYNAMIC HT  -         320.161 (meters)    1050.39  (feet)  COMP
 NM0405  MODELED GRAV-     980,252.6   (mgal)                       NAVD 88
 NM0405
 NM0405  VERT ORDER  -  SECOND    CLASS 0
 NM0405
 NM0405.The horizontal coordinates were scaled from a topographic map and have
 NM0405.an estimated accuracy of +/- 6 seconds.
 NM0405
 NM0405.The orthometric height was determined by differential leveling
 NM0405.and adjusted by the National Geodetic Survey in June 1991..
 NM0405
 NM0405.The geoid height was determined by GEOID03.
 NM0405
 NM0405.The dynamic height is computed by dividing the NAVD 88
 NM0405.geopotential number by the normal gravity value computed on the
 NM0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0405.degrees latitude (g = 980.6199 gals.).
 NM0405
 NM0405.The modeled gravity was interpolated from observed gravity values.
 NM0405
 NM0405;                    North         East    Units  Estimated Accuracy
 NM0405;SPC IA N     - 1,059,270.    1,279,240.      MT  (+/- 180 meters Scaled)
 NM0405
 NM0405                          SUPERSEDED SURVEY CONTROL
 NM0405
 NM0405  NGVD 29 (??/??/92)  320.139  (m)         1050.32   (f) ADJ UNCH    2 0
 NM0405
 NM0405.Superseded values are not recommended for survey control.
 NM0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0405.See file dsdata.txt to determine how the superseded data were derived.
 NM0405
 NM0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM347539(NAD 83)
 NM0405_MARKER: DB = BENCH MARK DISK
 NM0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0405_STAMPING: K 145 1948
 NM0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0405+STABILITY: SURFACE MOTION
 NM0405
 NM0405  HISTORY     - Date     Condition        Report By
 NM0405  HISTORY     - 1948     MONUMENTED       CGS
 NM0405  HISTORY     - 1982     GOOD             LOCENG
 NM0405
 NM0405                          STATION DESCRIPTION
 NM0405
 NM0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0405'7.3 MI SW FROM ONAWA.
 NM0405'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0405'AT ONAWA, THENCE 1.2 MILES WEST ALONG COUNTY ROAD H, THENCE
 NM0405'1.2 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE EAST ALONG
 NM0405'A DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG A DIRT ROAD, AT A T ROAD,
 NM0405'43.0 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH,
 NM0405'17.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 6.0 FEET
 NM0405'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A SMALL STOCK PEN,
 NM0405'3.6 FEET WEST OF A 20-INCH COTTONWOOD TREE, 1.3 FEET NORTHEAST
 NM0405'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0405'0.2 FOOT ABOVE THE GROUND.
 NM0405
 NM0405                          STATION RECOVERY (1982)
 NM0405
 NM0405'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 NM0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0505 ***********************************************************************
 MJ0505  DESIGNATION -  K 147
 MJ0505  PID         -  MJ0505
 MJ0505  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0505  USGS QUAD   -  OAKLAND (1963)
 MJ0505
 MJ0505                         *CURRENT SURVEY CONTROL
 MJ0505  ___________________________________________________________________
 MJ0505* NAD 83(1986)-  41 22 06.     (N)    095 22 39.     (W)     SCALED    
 MJ0505* NAVD 88     -       336.590  (meters)    1104.30   (feet)  ADJUSTED  
 MJ0505  ___________________________________________________________________
 MJ0505  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 MJ0505  DYNAMIC HT  -         336.457 (meters)    1103.86  (feet)  COMP
 MJ0505  MODELED GRAV-     980,218.1   (mgal)                       NAVD 88
 MJ0505
 MJ0505  VERT ORDER  -  SECOND    CLASS 0
 MJ0505
 MJ0505.The horizontal coordinates were scaled from a topographic map and have
 MJ0505.an estimated accuracy of +/- 6 seconds.
 MJ0505
 MJ0505.The orthometric height was determined by differential leveling
 MJ0505.and adjusted by the National Geodetic Survey in June 1991..
 MJ0505
 MJ0505.The geoid height was determined by GEOID03.
 MJ0505
 MJ0505.The dynamic height is computed by dividing the NAVD 88
 MJ0505.geopotential number by the normal gravity value computed on the
 MJ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0505.degrees latitude (g = 980.6199 gals.).
 MJ0505
 MJ0505.The modeled gravity was interpolated from observed gravity values.
 MJ0505
 MJ0505;                    North         East    Units  Estimated Accuracy
 MJ0505;SPC IA S     -   153,650.      342,940.      MT  (+/- 180 meters Scaled)
 MJ0505
 MJ0505                          SUPERSEDED SURVEY CONTROL
 MJ0505
 MJ0505  NGVD 29 (??/??/92)  336.506  (m)         1104.02   (f) ADJ UNCH    2 0
 MJ0505
 MJ0505.Superseded values are not recommended for survey control.
 MJ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0505.See file dsdata.txt to determine how the superseded data were derived.
 MJ0505
 MJ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF011823(NAD 83)
 MJ0505_MARKER: DB = BENCH MARK DISK
 MJ0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0505_STAMPING: K 147 1949
 MJ0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0505+STABILITY: SURFACE MOTION
 MJ0505
 MJ0505  HISTORY     - Date     Condition        Report By
 MJ0505  HISTORY     - 1949     MONUMENTED       CGS
 MJ0505
 MJ0505                          STATION DESCRIPTION
 MJ0505
 MJ0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0505'1.9 MI SW FROM HANCOCK.
 MJ0505'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 59 FROM THE HANCOCK
 MJ0505'SCHOOL AT HANCOCK, 149.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 MJ0505'HIGHWAY, 46.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF A RAILROAD
 MJ0505'TRACK, 29.0 FEET NORTHEAST OF A 3-WAY CORNER FENCE POST BETWEEN
 MJ0505'TWO GATES, 15.0 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD,
 MJ0505'1.0 FOOT SOUTHEAST OF THE NORTHWEST RAILROAD RIGHT-OF-WAY FENCE,
 MJ0505'1.0 FOOT SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 MJ0505'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0471 ***********************************************************************
 MJ0471  DESIGNATION -  K 148
 MJ0471  PID         -  MJ0471
 MJ0471  STATE/COUNTY-  IA/MILLS
 MJ0471  USGS QUAD   -  CARSON (1978)
 MJ0471
 MJ0471                         *CURRENT SURVEY CONTROL
 MJ0471  ___________________________________________________________________
 MJ0471* NAD 83(1986)-  41 08 47.     (N)    095 25 22.     (W)     SCALED    
 MJ0471* NAVD 88     -       351.926  (meters)    1154.61   (feet)  ADJUSTED  
 MJ0471  ___________________________________________________________________
 MJ0471  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 MJ0471  DYNAMIC HT  -         351.779 (meters)    1154.13  (feet)  COMP
 MJ0471  MODELED GRAV-     980,194.2   (mgal)                       NAVD 88
 MJ0471
 MJ0471  VERT ORDER  -  SECOND    CLASS 0
 MJ0471
 MJ0471.The horizontal coordinates were scaled from a topographic map and have
 MJ0471.an estimated accuracy of +/- 6 seconds.
 MJ0471
 MJ0471.The orthometric height was determined by differential leveling
 MJ0471.and adjusted by the National Geodetic Survey in June 1991..
 MJ0471
 MJ0471.The geoid height was determined by GEOID03.
 MJ0471
 MJ0471.The dynamic height is computed by dividing the NAVD 88
 MJ0471.geopotential number by the normal gravity value computed on the
 MJ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0471.degrees latitude (g = 980.6199 gals.).
 MJ0471
 MJ0471.The modeled gravity was interpolated from observed gravity values.
 MJ0471
 MJ0471;                    North         East    Units  Estimated Accuracy
 MJ0471;SPC IA S     -   129,090.      338,610.      MT  (+/- 180 meters Scaled)
 MJ0471
 MJ0471                          SUPERSEDED SURVEY CONTROL
 MJ0471
 MJ0471  NGVD 29 (??/??/92)  351.847  (m)         1154.35   (f) ADJ UNCH    2 0
 MJ0471
 MJ0471.Superseded values are not recommended for survey control.
 MJ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0471.See file dsdata.txt to determine how the superseded data were derived.
 MJ0471
 MJ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF966578(NAD 83)
 MJ0471_MARKER: DB = BENCH MARK DISK
 MJ0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0471_STAMPING: K 148 1949
 MJ0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0471+STABILITY: SURFACE MOTION
 MJ0471
 MJ0471  HISTORY     - Date     Condition        Report By
 MJ0471  HISTORY     - 1949     MONUMENTED       CGS
 MJ0471
 MJ0471                          STATION DESCRIPTION
 MJ0471
 MJ0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0471'0.8 MI NE FROM HENDERSON.
 MJ0471'0.8 MILE NORTHEAST ALONG STATE HIGHWAY NO. 244 FROM THE CITIZENS
 MJ0471'BANK AT HENDERSON, ABOUT 225.0 FEET NORTHWEST OF THE W.M. HOUSER
 MJ0471'FARMHOUSE, 82.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 29.0
 MJ0471'FEET WEST OF THE CENTER LINE OF A FIELD ROAD LEADING NORTH INTO
 MJ0471'A FIELD, AT THE SUMMIT OF A HILL, 1.4 FEET SOUTH OF THE NORTH
 MJ0471'RIGHT-OF-WAY FENCE, 1.5 FEET EAST OF A REFERENCE POST, ABOUT
 MJ0471'2.0 FEET BELOW ROAD LEVEL, SET IN THE TOP OF A CONCRETE POST
 MJ0471'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0487 ***********************************************************************
 MJ0487  DESIGNATION -  K 149
 MJ0487  PID         -  MJ0487
 MJ0487  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0487  USGS QUAD   -  CARSON (1978)
 MJ0487
 MJ0487                         *CURRENT SURVEY CONTROL
 MJ0487  ___________________________________________________________________
 MJ0487* NAD 83(1986)-  41 13 33.     (N)    095 26 33.     (W)     SCALED    
 MJ0487* NAVD 88     -       353.725  (meters)    1160.51   (feet)  ADJUSTED  
 MJ0487  ___________________________________________________________________
 MJ0487  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 MJ0487  DYNAMIC HT  -         353.579 (meters)    1160.03  (feet)  COMP
 MJ0487  MODELED GRAV-     980,201.7   (mgal)                       NAVD 88
 MJ0487
 MJ0487  VERT ORDER  -  SECOND    CLASS 0
 MJ0487
 MJ0487.The horizontal coordinates were scaled from a topographic map and have
 MJ0487.an estimated accuracy of +/- 6 seconds.
 MJ0487
 MJ0487.The orthometric height was determined by differential leveling
 MJ0487.and adjusted by the National Geodetic Survey in June 1991..
 MJ0487
 MJ0487.The geoid height was determined by GEOID03.
 MJ0487
 MJ0487.The dynamic height is computed by dividing the NAVD 88
 MJ0487.geopotential number by the normal gravity value computed on the
 MJ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0487.degrees latitude (g = 980.6199 gals.).
 MJ0487
 MJ0487.The modeled gravity was interpolated from observed gravity values.
 MJ0487
 MJ0487;                    North         East    Units  Estimated Accuracy
 MJ0487;SPC IA S     -   137,950.      337,150.      MT  (+/- 180 meters Scaled)
 MJ0487
 MJ0487                          SUPERSEDED SURVEY CONTROL
 MJ0487
 MJ0487  NGVD 29 (??/??/92)  353.641  (m)         1160.24   (f) ADJ UNCH    2 0
 MJ0487
 MJ0487.Superseded values are not recommended for survey control.
 MJ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0487.See file dsdata.txt to determine how the superseded data were derived.
 MJ0487
 MJ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF952667(NAD 83)
 MJ0487_MARKER: DB = BENCH MARK DISK
 MJ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0487_STAMPING: K 149 1949
 MJ0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0487+STABILITY: SURFACE MOTION
 MJ0487
 MJ0487  HISTORY     - Date     Condition        Report By
 MJ0487  HISTORY     - 1949     MONUMENTED       CGS
 MJ0487  HISTORY     - 1976     MARK NOT FOUND   USGS
 MJ0487
 MJ0487                          STATION DESCRIPTION
 MJ0487
 MJ0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0487'1.7 MI SW FROM CARSON.
 MJ0487'0.2 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0487'FROM THE STATION AT CARSON, THENCE 1.0 MILE WEST ALONG STATE
 MJ0487'HIGHWAY NO. 100, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, AT THE
 MJ0487'MAIN GATE OF THE HOOKER AIRFIELD, 28.0 FEET WEST OF THE CENTER
 MJ0487'LINE OF THE NORTH-SOUTH ROAD, 24.0 FEET NORTH OF THE CENTER
 MJ0487'LINE OF THE GATE TO THE FIELD, 23.0 FEET SOUTHEAST OF THE MOST
 MJ0487'SOUTHEASTERLY CORNER OF THE MOST EASTERLY ONE OF TWO HANGARS,
 MJ0487'3.0 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE, ON THE TOP OF A
 MJ0487'CUT BANK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MJ0487'ABOVE THE GROUND.
 MJ0487
 MJ0487                          STATION RECOVERY (1976)
 MJ0487
 MJ0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MJ0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0009 ***********************************************************************
 NM0009  DESIGNATION -  K 15
 NM0009  PID         -  NM0009
 NM0009  STATE/COUNTY-  IA/PLYMOUTH
 NM0009  USGS QUAD   -  HINTON (1964)
 NM0009
 NM0009                         *CURRENT SURVEY CONTROL
 NM0009  ___________________________________________________________________
 NM0009* NAD 83(1986)-  42 41 04.     (N)    096 15 53.     (W)     SCALED    
 NM0009* NAVD 88     -       352.945  (meters)    1157.95   (feet)  ADJUSTED  
 NM0009  ___________________________________________________________________
 NM0009  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 NM0009  DYNAMIC HT  -         352.835 (meters)    1157.59  (feet)  COMP
 NM0009  MODELED GRAV-     980,301.1   (mgal)                       NAVD 88
 NM0009
 NM0009  VERT ORDER  -  SECOND    CLASS 0
 NM0009
 NM0009.The horizontal coordinates were scaled from a topographic map and have
 NM0009.an estimated accuracy of +/- 6 seconds.
 NM0009
 NM0009.The orthometric height was determined by differential leveling
 NM0009.and adjusted by the National Geodetic Survey in June 1991..
 NM0009
 NM0009.The geoid height was determined by GEOID03.
 NM0009
 NM0009.The dynamic height is computed by dividing the NAVD 88
 NM0009.geopotential number by the normal gravity value computed on the
 NM0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0009.degrees latitude (g = 980.6199 gals.).
 NM0009
 NM0009.The modeled gravity was interpolated from observed gravity values.
 NM0009
 NM0009;                    North         East    Units  Estimated Accuracy
 NM0009;SPC IA N     - 1,135,270.    1,273,460.      MT  (+/- 180 meters Scaled)
 NM0009
 NM0009                          SUPERSEDED SURVEY CONTROL
 NM0009
 NM0009  NGVD 29 (??/??/92)  352.744  (m)         1157.29   (f) ADJ UNCH    2 0
 NM0009
 NM0009.Superseded values are not recommended for survey control.
 NM0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0009.See file dsdata.txt to determine how the superseded data were derived.
 NM0009
 NM0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN240294(NAD 83)
 NM0009_MARKER: DB = BENCH MARK DISK
 NM0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0009_STAMPING: K 15 1934
 NM0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0009+STABILITY: SURFACE MOTION
 NM0009
 NM0009  HISTORY     - Date     Condition        Report By
 NM0009  HISTORY     - 1934     MONUMENTED       CGS
 NM0009  HISTORY     - 1962     MARK NOT FOUND   NGS
 NM0009
 NM0009                          STATION DESCRIPTION
 NM0009
 NM0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NM0009'4 MI N FROM HINTON.
 NM0009'4 MILES NORTH ALONG THE SOO LINE RAILROAD, FORMERLY (C.STP.M
 NM0009'AND O. RY.) FROM THE STATION AT HINTON, 82 YARDS NORTH OF A ROAD
 NM0009'CROSSING, 52.5 FEET EAST OF THE EAST RAIL OF THE SOO LINE RAILROAD
 NM0009'AND 39.8 FEET WEST OF THE WEST RAIL OF THE ILLINOIS CENTRAL
 NM0009'RAILROAD.  A STANDARD DISK, STAMPED K 15 1934 AND SET IN THE
 NM0009'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0280 ***********************************************************************
 MJ0280  DESIGNATION -  K 151
 MJ0280  PID         -  MJ0280
 MJ0280  STATE/COUNTY-  IA/SHELBY
 MJ0280  USGS QUAD   -  JACKSONVILLE (1978)
 MJ0280
 MJ0280                         *CURRENT SURVEY CONTROL
 MJ0280  ___________________________________________________________________
 MJ0280* NAD 83(1986)-  41 43 53.     (N)    095 12 30.     (W)     SCALED    
 MJ0280* NAVD 88     -       419.905  (meters)    1377.64   (feet)  ADJUSTED  
 MJ0280  ___________________________________________________________________
 MJ0280  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 MJ0280  DYNAMIC HT  -         419.711 (meters)    1377.00  (feet)  COMP
 MJ0280  MODELED GRAV-     980,149.5   (mgal)                       NAVD 88
 MJ0280
 MJ0280  VERT ORDER  -  SECOND    CLASS 0
 MJ0280
 MJ0280.The horizontal coordinates were scaled from a topographic map and have
 MJ0280.an estimated accuracy of +/- 6 seconds.
 MJ0280
 MJ0280.The orthometric height was determined by differential leveling
 MJ0280.and adjusted by the National Geodetic Survey in June 1991..
 MJ0280
 MJ0280.The geoid height was determined by GEOID03.
 MJ0280
 MJ0280.The dynamic height is computed by dividing the NAVD 88
 MJ0280.geopotential number by the normal gravity value computed on the
 MJ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0280.degrees latitude (g = 980.6199 gals.).
 MJ0280
 MJ0280.The modeled gravity was interpolated from observed gravity values.
 MJ0280
 MJ0280;                    North         East    Units  Estimated Accuracy
 MJ0280;SPC IA S     -   193,670.      357,880.      MT  (+/- 180 meters Scaled)
 MJ0280
 MJ0280                          SUPERSEDED SURVEY CONTROL
 MJ0280
 MJ0280.No superseded survey control is available for this station.
 MJ0280
 MJ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG163223(NAD 83)
 MJ0280_MARKER: DB = BENCH MARK DISK
 MJ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0280_STAMPING: K 151 1949
 MJ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0280+STABILITY: SURFACE MOTION
 MJ0280
 MJ0280  HISTORY     - Date     Condition        Report By
 MJ0280  HISTORY     - 1949     MONUMENTED       CGS
 MJ0280
 MJ0280                          STATION DESCRIPTION
 MJ0280
 MJ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0280'4.2 MI S FROM IRWIN.
 MJ0280'4.2 MILES SOUTH ALONG COUNTY ROAD M FROM THE JUNCTION OF COUNTY
 MJ0280'ROAD M WITH STATE HIGHWAY NO. 268 AT IRWIN, IN THE SOUTHWEST
 MJ0280'QUARTER OF A PUBLIC ROAD CROSSING, 80.0 FEET SOUTHEAST OF POWER
 MJ0280'LINE POLE NO. 7E170, 45.0 FEET WEST OF THE CENTER LINE OF THE
 MJ0280'MAIN ROAD, 38.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 MJ0280'SECTION LINE ROAD, 6.5 FEET SOUTHWEST OF A TELEPHONE POLE, 0.8
 MJ0280'FOOT NORTHEAST OF A FENCE, 1.2 FEET EAST OF A REFERENCE POST, SET
 MJ0280'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MJ0280'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0281 ***********************************************************************
 MJ0281  DESIGNATION -  K 151 RESET
 MJ0281  PID         -  MJ0281
 MJ0281  STATE/COUNTY-  IA/SHELBY
 MJ0281  USGS QUAD   -  JACKSONVILLE (1978)
 MJ0281
 MJ0281                         *CURRENT SURVEY CONTROL
 MJ0281  ___________________________________________________________________
 MJ0281* NAD 83(1986)-  41 43 54.     (N)    095 12 30.     (W)     SCALED    
 MJ0281* NAVD 88     -       418.60   (meters)    1373.4    (feet)  RESET     
 MJ0281  ___________________________________________________________________
 MJ0281  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 MJ0281
 MJ0281  VERT ORDER  -  THIRD
 MJ0281
 MJ0281.The horizontal coordinates were scaled from a topographic map and have
 MJ0281.an estimated accuracy of +/- 6 seconds.
 MJ0281
 MJ0281.The orthometric height was computed from unverified reset data.
 MJ0281
 MJ0281.The geoid height was determined by GEOID03.
 MJ0281
 MJ0281;                    North         East    Units  Estimated Accuracy
 MJ0281;SPC IA S     -   193,700.      357,880.      MT  (+/- 180 meters Scaled)
 MJ0281
 MJ0281                          SUPERSEDED SURVEY CONTROL
 MJ0281
 MJ0281  NGVD 29 (??/??/??)  418.47   (m)         1372.9    (f) RESET       3  
 MJ0281
 MJ0281.Superseded values are not recommended for survey control.
 MJ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0281.See file dsdata.txt to determine how the superseded data were derived.
 MJ0281
 MJ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG163223(NAD 83)
 MJ0281_MARKER: DD = SURVEY DISK
 MJ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0281_STAMPING: K 151 1949
 MJ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0281+STABILITY: SURFACE MOTION
 MJ0281
 MJ0281  HISTORY     - Date     Condition        Report By
 MJ0281  HISTORY     - 1965     MONUMENTED       IA-165
 MJ0281  HISTORY     - 1965     GOOD             NGS
 MJ0281
 MJ0281                          STATION DESCRIPTION
 MJ0281
 MJ0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 MJ0281'4.2 MI S FROM IRWIN.
 MJ0281'4.2 MILES SOUTH ALONG COUNTY ROAD M FROM THE JUNCTION OF COUNTY
 MJ0281'ROAD M WITH STATE HIGHWAY NO. 268 AT IRWIN, IN THE SOUTHWEST
 MJ0281'QUARTER OF A PUBLIC ROAD CROSSING, 80.0 FEET SOUTHEAST OF POWER
 MJ0281'LINE POLE NO. 7E170, 45.0 FEET WEST OF THE CENTERLINE OF THE MAIN
 MJ0281'ROAD, 38.0 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST SECTION
 MJ0281'LINE ROAD, 6.5 FEET SOUTHWEST OF A TELEPHONE POLE, 0.8 FOOT
 MJ0281'NORTHEAST OF A FENCE, 1.2 FEET EAST OF A REFERENCE POST, SET IN
 MJ0281'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MJ0281'NEW MARK IS 40 FEET WEST OF ORIGINAL BENCH MARK.  IT IS IN THE
 MJ0281'NORTHEAST CORNER OF SECTION 24, T 80 N, R 38 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0392 ***********************************************************************
 NM0392  DESIGNATION -  K 153
 NM0392  PID         -  NM0392
 NM0392  STATE/COUNTY-  IA/WOODBURY
 NM0392  USGS QUAD   -  SLOAN (1969)
 NM0392
 NM0392                         *CURRENT SURVEY CONTROL
 NM0392  ___________________________________________________________________
 NM0392* NAD 83(1986)-  42 13 41.     (N)    096 08 26.     (W)     SCALED    
 NM0392* NAVD 88     -       324.856  (meters)    1065.80   (feet)  ADJUSTED  
 NM0392  ___________________________________________________________________
 NM0392  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 NM0392  DYNAMIC HT  -         324.747 (meters)    1065.44  (feet)  COMP
 NM0392  MODELED GRAV-     980,276.3   (mgal)                       NAVD 88
 NM0392
 NM0392  VERT ORDER  -  SECOND    CLASS 0
 NM0392
 NM0392.The horizontal coordinates were scaled from a topographic map and have
 NM0392.an estimated accuracy of +/- 6 seconds.
 NM0392
 NM0392.The orthometric height was determined by differential leveling
 NM0392.and adjusted by the National Geodetic Survey in June 1991..
 NM0392
 NM0392.The geoid height was determined by GEOID03.
 NM0392
 NM0392.The dynamic height is computed by dividing the NAVD 88
 NM0392.geopotential number by the normal gravity value computed on the
 NM0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0392.degrees latitude (g = 980.6199 gals.).
 NM0392
 NM0392.The modeled gravity was interpolated from observed gravity values.
 NM0392
 NM0392;                    North         East    Units  Estimated Accuracy
 NM0392;SPC IA N     - 1,084,270.    1,282,050.      MT  (+/- 180 meters Scaled)
 NM0392
 NM0392                          SUPERSEDED SURVEY CONTROL
 NM0392
 NM0392  NGVD 29 (??/??/92)  324.705  (m)         1065.30   (f) ADJ UNCH    2 0
 NM0392
 NM0392.Superseded values are not recommended for survey control.
 NM0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0392.See file dsdata.txt to determine how the superseded data were derived.
 NM0392
 NM0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM359790(NAD 83)
 NM0392_MARKER: DB = BENCH MARK DISK
 NM0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0392_SP_SET: BRIDGE
 NM0392_STAMPING: K 153 1949
 NM0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0392
 NM0392  HISTORY     - Date     Condition        Report By
 NM0392  HISTORY     - 1949     MONUMENTED       CGS
 NM0392  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0392
 NM0392                          STATION DESCRIPTION
 NM0392
 NM0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0392'2.3 MI SW FROM HORNICK.
 NM0392'0.1 MILE SOUTH ALONG STATE HIGHWAY 140 FROM THE CHICAGO, MILWAUKEE,
 NM0392'ST. PAUL AND PACIFIC RAILROAD STATION AT HORNICK, THENCE 2.2
 NM0392'MILES WEST ALONG STATE HIGHWAY 140, SET IN THE TOP AT THE
 NM0392'NORTH END OF THE WEST BRIDGE SEAT OF A BRIDGE OVER FARMERS DITCH,
 NM0392'11 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET
 NM0392'BELOW THE LEVEL OF THE ROAD.
 NM0392
 NM0392                          STATION RECOVERY (1969)
 NM0392
 NM0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0808 ***********************************************************************
 NM0808  DESIGNATION -  K 154
 NM0808  PID         -  NM0808
 NM0808  STATE/COUNTY-  IA/SIOUX
 NM0808  USGS QUAD   -  CHATSWORTH (1969)
 NM0808
 NM0808                         *CURRENT SURVEY CONTROL
 NM0808  ___________________________________________________________________
 NM0808* NAD 83(1986)-  42 54 51.     (N)    096 31 00.     (W)     SCALED    
 NM0808* NAVD 88     -       354.465  (meters)    1162.94   (feet)  ADJUSTED  
 NM0808  ___________________________________________________________________
 NM0808  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 NM0808  DYNAMIC HT  -         354.372 (meters)    1162.64  (feet)  COMP
 NM0808  MODELED GRAV-     980,348.0   (mgal)                       NAVD 88
 NM0808
 NM0808  VERT ORDER  -  FIRST     CLASS II
 NM0808
 NM0808.The horizontal coordinates were scaled from a topographic map and have
 NM0808.an estimated accuracy of +/- 6 seconds.
 NM0808
 NM0808.The orthometric height was determined by differential leveling
 NM0808.and adjusted by the National Geodetic Survey in June 1991..
 NM0808
 NM0808.The geoid height was determined by GEOID03.
 NM0808
 NM0808.The dynamic height is computed by dividing the NAVD 88
 NM0808.geopotential number by the normal gravity value computed on the
 NM0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0808.degrees latitude (g = 980.6199 gals.).
 NM0808
 NM0808.The modeled gravity was interpolated from observed gravity values.
 NM0808
 NM0808;                    North         East    Units  Estimated Accuracy
 NM0808;SPC IA N     - 1,161,480.    1,253,740.      MT  (+/- 180 meters Scaled)
 NM0808
 NM0808                          SUPERSEDED SURVEY CONTROL
 NM0808
 NM0808  NGVD 29 (??/??/92)  354.268  (m)         1162.29   (f) ADJ UNCH    1 2
 NM0808
 NM0808.Superseded values are not recommended for survey control.
 NM0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0808.See file dsdata.txt to determine how the superseded data were derived.
 NM0808
 NM0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN026542(NAD 83)
 NM0808_MARKER: DB = BENCH MARK DISK
 NM0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0808_STAMPING: K 154 1949
 NM0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0808+STABILITY: SURFACE MOTION
 NM0808
 NM0808  HISTORY     - Date     Condition        Report By
 NM0808  HISTORY     - 1949     MONUMENTED       CGS
 NM0808  HISTORY     - 1976     POOR             USGS
 NM0808
 NM0808                          STATION DESCRIPTION
 NM0808
 NM0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0808'AT CHATSWORTH.
 NM0808'AT CHATSWORTH, 117.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 NM0808'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 38.0
 NM0808'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST DIRT STREET, 31.0
 NM0808'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SOUTH GRAIN
 NM0808'ELEVATOR, 34.0 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 NM0808'19.0 FEET WEST OF THE WEST RAIL OF A SIDE TRACK, 17.0 FEET EAST
 NM0808'OF THE EAST RAIL OF A SIDE TRACK, 4.8 FEET SOUTH OF MILE-POST
 NM0808'19, 1.8 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF
 NM0808'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0808
 NM0808                          STATION RECOVERY (1976)
 NM0808
 NM0808'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NM0808'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0485 ***********************************************************************
 NM0485  DESIGNATION -  K 155
 NM0485  PID         -  NM0485
 NM0485  STATE/COUNTY-  IA/WOODBURY
 NM0485  USGS QUAD   -  SALIX (1976)
 NM0485
 NM0485                         *CURRENT SURVEY CONTROL
 NM0485  ___________________________________________________________________
 NM0485* NAD 83(1986)-  42 17 58.     (N)    096 21 56.     (W)     SCALED    
 NM0485* NAVD 88     -       328.257  (meters)    1076.96   (feet)  ADJUSTED  
 NM0485  ___________________________________________________________________
 NM0485  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 NM0485  DYNAMIC HT  -         328.150 (meters)    1076.61  (feet)  COMP
 NM0485  MODELED GRAV-     980,287.4   (mgal)                       NAVD 88
 NM0485
 NM0485  VERT ORDER  -  SECOND    CLASS 0
 NM0485
 NM0485.The horizontal coordinates were scaled from a topographic map and have
 NM0485.an estimated accuracy of +/- 6 seconds.
 NM0485
 NM0485.The orthometric height was determined by differential leveling
 NM0485.and adjusted by the National Geodetic Survey in June 1991..
 NM0485
 NM0485.The geoid height was determined by GEOID03.
 NM0485
 NM0485.The dynamic height is computed by dividing the NAVD 88
 NM0485.geopotential number by the normal gravity value computed on the
 NM0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0485.degrees latitude (g = 980.6199 gals.).
 NM0485
 NM0485.The modeled gravity was interpolated from observed gravity values.
 NM0485
 NM0485;                    North         East    Units  Estimated Accuracy
 NM0485;SPC IA N     - 1,092,800.    1,263,760.      MT  (+/- 180 meters Scaled)
 NM0485
 NM0485                          SUPERSEDED SURVEY CONTROL
 NM0485
 NM0485  NGVD 29 (??/??/92)  328.102  (m)         1076.45   (f) ADJ UNCH    2 0
 NM0485
 NM0485.Superseded values are not recommended for survey control.
 NM0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0485.See file dsdata.txt to determine how the superseded data were derived.
 NM0485
 NM0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM171863(NAD 83)
 NM0485_MARKER: DB = BENCH MARK DISK
 NM0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0485_STAMPING: K 155 1949
 NM0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0485+STABILITY: SURFACE MOTION
 NM0485
 NM0485  HISTORY     - Date     Condition        Report By
 NM0485  HISTORY     - 1949     MONUMENTED       CGS
 NM0485
 NM0485                          STATION DESCRIPTION
 NM0485
 NM0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0485'5.8 MI NW FROM SALIX.
 NM0485'0.6 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0485'FROM THE STATION AT SALIX, THENCE 3.5 MILES WEST ALONG A GRAVELED
 NM0485'ROAD, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.5
 NM0485'MILE WEST ALONG A GRAVELED ROAD, THENCE 0.15 NORTH ALONG A GRAVELED
 NM0485'ROAD, THENCE 0.3 MILE WEST ALONG A PRIVATE ROAD TO THE FARM HOME
 NM0485'OF LIAL WAGNER, THENCE 0.2 MILE WEST OF THE HOUSE ALONG THE SOUTH
 NM0485'EDGE OF A CULTIVATED FIELD, AT THE SOUTHWEST CORNER OF A
 NM0485'CULTIVATED FIELD, 16 FEET EAST OF THE CENTER OF A WIRE GATE,
 NM0485'1.0 FOOT NORTH OF A FENCE, 1.6 FEET WEST OF A REFERENCE POST,
 NM0485'AND SET IN THE TOP OF A 6-FOOT CONCRETE POST PROJECTING 1.0 FOOT
 NM0485'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0298 ***********************************************************************
 LF0298  DESIGNATION -  K 156
 LF0298  PID         -  LF0298
 LF0298  STATE/COUNTY-  IA/FREMONT
 LF0298  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF0298
 LF0298                         *CURRENT SURVEY CONTROL
 LF0298  ___________________________________________________________________
 LF0298* NAD 83(1986)-  40 48 01.     (N)    095 23 29.     (W)     SCALED    
 LF0298* NAVD 88     -       308.315  (meters)    1011.53   (feet)  ADJUSTED  
 LF0298  ___________________________________________________________________
 LF0298  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LF0298  DYNAMIC HT  -         308.150 (meters)    1010.99  (feet)  COMP
 LF0298  MODELED GRAV-     980,083.4   (mgal)                       NAVD 88
 LF0298
 LF0298  VERT ORDER  -  SECOND    CLASS 0
 LF0298
 LF0298.The horizontal coordinates were scaled from a topographic map and have
 LF0298.an estimated accuracy of +/- 6 seconds.
 LF0298
 LF0298.The orthometric height was determined by differential leveling
 LF0298.and adjusted by the National Geodetic Survey in June 1991..
 LF0298
 LF0298.The geoid height was determined by GEOID03.
 LF0298
 LF0298.The dynamic height is computed by dividing the NAVD 88
 LF0298.geopotential number by the normal gravity value computed on the
 LF0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0298.degrees latitude (g = 980.6199 gals.).
 LF0298
 LF0298.The modeled gravity was interpolated from observed gravity values.
 LF0298
 LF0298;                    North         East    Units  Estimated Accuracy
 LF0298;SPC IA S     -    90,610.      340,410.      MT  (+/- 180 meters Scaled)
 LF0298
 LF0298                          SUPERSEDED SURVEY CONTROL
 LF0298
 LF0298  NGVD 29 (??/??/92)  308.202  (m)         1011.16   (f) ADJ UNCH    2 0
 LF0298
 LF0298.Superseded values are not recommended for survey control.
 LF0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0298.See file dsdata.txt to determine how the superseded data were derived.
 LF0298
 LF0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF982193(NAD 83)
 LF0298_MARKER: DB = BENCH MARK DISK
 LF0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0298_STAMPING: K 156 1949
 LF0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0298+STABILITY: SURFACE MOTION
 LF0298
 LF0298  HISTORY     - Date     Condition        Report By
 LF0298  HISTORY     - 1949     MONUMENTED       CGS
 LF0298  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0298
 LF0298                          STATION DESCRIPTION
 LF0298
 LF0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0298'2.7 MI NW FROM SHENANDOAH.
 LF0298'2.4 MILES NORTH ALONG U.S. HIGHWAY 59 FROM ITS JUNCTION WITH
 LF0298'STATE HIGHWAYS 48 AND 2 AT THE WEST EDGE OF SHENANDOAH, THENCE
 LF0298'0.3 MILE WEST ALONG A DIRT ROAD, AT A RAILROAD CROSSING, 35 FEET
 LF0298'NORTHEAST OF THE CENTER LINE OF THE RAILROAD, 40 FEET SOUTH OF
 LF0298'THE CENTER LINE OF THE ROAD, ON A HIGH BANK, 10 FEET SOUTHEAST
 LF0298'OF A TELEPHONE POLE, 2.0 FEET NORTHWEST OF A WITNESS POST,
 LF0298'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LF0298
 LF0298                          STATION RECOVERY (1976)
 LF0298
 LF0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0898 ***********************************************************************
 LF0898  DESIGNATION -  K 157
 LF0898  PID         -  LF0898
 LF0898  STATE/COUNTY-  IA/FREMONT
 LF0898  USGS QUAD   -  SIDNEY (1981)
 LF0898
 LF0898                         *CURRENT SURVEY CONTROL
 LF0898  ___________________________________________________________________
 LF0898* NAD 83(1986)-  40 42 29.     (N)    095 38 49.     (W)     SCALED    
 LF0898* NAVD 88     -       324.766  (meters)    1065.50   (feet)  ADJUSTED  
 LF0898  ___________________________________________________________________
 LF0898  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LF0898  DYNAMIC HT  -         324.594 (meters)    1064.94  (feet)  COMP
 LF0898  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 LF0898
 LF0898  VERT ORDER  -  SECOND    CLASS 0
 LF0898
 LF0898.The horizontal coordinates were scaled from a topographic map and have
 LF0898.an estimated accuracy of +/- 6 seconds.
 LF0898
 LF0898.The orthometric height was determined by differential leveling
 LF0898.and adjusted by the National Geodetic Survey in June 1991..
 LF0898
 LF0898.The geoid height was determined by GEOID03.
 LF0898
 LF0898.The dynamic height is computed by dividing the NAVD 88
 LF0898.geopotential number by the normal gravity value computed on the
 LF0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0898.degrees latitude (g = 980.6199 gals.).
 LF0898
 LF0898.The modeled gravity was interpolated from observed gravity values.
 LF0898
 LF0898;                    North         East    Units  Estimated Accuracy
 LF0898;SPC IA S     -    80,870.      318,590.      MT  (+/- 180 meters Scaled)
 LF0898
 LF0898                          SUPERSEDED SURVEY CONTROL
 LF0898
 LF0898  NGVD 29 (??/??/92)  324.663  (m)         1065.17   (f) ADJ UNCH    2 0
 LF0898
 LF0898.Superseded values are not recommended for survey control.
 LF0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0898.See file dsdata.txt to determine how the superseded data were derived.
 LF0898
 LF0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF763097(NAD 83)
 LF0898_MARKER: DB = BENCH MARK DISK
 LF0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0898_STAMPING: K 157 1949
 LF0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0898+STABILITY: SURFACE MOTION
 LF0898
 LF0898  HISTORY     - Date     Condition        Report By
 LF0898  HISTORY     - 1949     MONUMENTED       CGS
 LF0898  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0898
 LF0898                          STATION DESCRIPTION
 LF0898
 LF0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0898'2.7 MI S FROM SIDNEY.
 LF0898'2.7 MILES SOUTH ALONG U.S. HIGHWAY 275 FROM THE COURTHOUSE AT
 LF0898'SIDNEY, ON THE NORTH SLOPE OF A HILL, 106 FEET NORTHWEST OF THE
 LF0898'NORTHWEST CORNER OF A CONCRETE FLOOD WALL, IN LINE WITH A ROW
 LF0898'OF BOX ELDER TREES, 31 FEET WEST OF THE CENTER LINE OF THE
 LF0898'HIGHWAY, 2.6 FEET EAST OF A FENCE, 2.0 FEET NORTH OF A WITNESS
 LF0898'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 LF0898'ABOVE THE GROUND.
 LF0898
 LF0898                          STATION RECOVERY (1976)
 LF0898
 LF0898'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0899 ***********************************************************************
 LF0899  DESIGNATION -  K 157 RESET
 LF0899  PID         -  LF0899
 LF0899  STATE/COUNTY-  IA/FREMONT
 LF0899  USGS QUAD   -  SIDNEY (1981)
 LF0899
 LF0899                         *CURRENT SURVEY CONTROL
 LF0899  ___________________________________________________________________
 LF0899* NAD 83(1986)-  40 42 29.     (N)    095 38 49.     (W)     SCALED    
 LF0899* NAVD 88     -       328.08   (meters)    1076.4    (feet)  RESET     
 LF0899  ___________________________________________________________________
 LF0899  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LF0899
 LF0899  VERT ORDER  -  THIRD
 LF0899
 LF0899.The horizontal coordinates were scaled from a topographic map and have
 LF0899.an estimated accuracy of +/- 6 seconds.
 LF0899
 LF0899.The orthometric height was computed from unverified reset data.
 LF0899
 LF0899.The geoid height was determined by GEOID03.
 LF0899
 LF0899;                    North         East    Units  Estimated Accuracy
 LF0899;SPC IA S     -    80,870.      318,590.      MT  (+/- 180 meters Scaled)
 LF0899
 LF0899                          SUPERSEDED SURVEY CONTROL
 LF0899
 LF0899  NGVD 29 (??/??/??)  327.98   (m)         1076.0    (f) RESET       3  
 LF0899
 LF0899.Superseded values are not recommended for survey control.
 LF0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0899.See file dsdata.txt to determine how the superseded data were derived.
 LF0899
 LF0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF763097(NAD 83)
 LF0899_MARKER: DD = SURVEY DISK
 LF0899_SETTING: 0 = UNSPECIFIED SETTING
 LF0899_STAMPING: K 157 RESET 1964
 LF0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0899
 LF0899  HISTORY     - Date     Condition        Report By
 LF0899  HISTORY     - 1964     MONUMENTED       LOCENG
 LF0899
 LF0899                          STATION DESCRIPTION
 LF0899
 LF0899'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 LF0899'2.7 MI S FROM SIDNEY.
 LF0899'ABOUT 2.7 MILES SOUTH ALONG U.S. HIGHWAY 275, FROM COURTHOUSE
 LF0899'AT SIDNEY, IOWA, ON WEST SLOPE OF HILL, 60 FEET NORTHEAST OF THE
 LF0899'INLET ON A 40 INCH CONCRETE ROADWAY PIPE, 107 FEET EAST OF
 LF0899'CENTERLINE OF HIGHWAY AT STATION 365+00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1027 ***********************************************************************
 MJ1027  DESIGNATION -  K 158
 MJ1027  PID         -  MJ1027
 MJ1027  STATE/COUNTY-  IA/MONONA
 MJ1027  USGS QUAD   -  MOORHEAD NW (1971)
 MJ1027
 MJ1027                         *CURRENT SURVEY CONTROL
 MJ1027  ___________________________________________________________________
 MJ1027* NAD 83(1986)-  41 59 34.     (N)    095 59 03.     (W)     SCALED    
 MJ1027* NAVD 88     -       317.498  (meters)    1041.66   (feet)  ADJUSTED  
 MJ1027  ___________________________________________________________________
 MJ1027  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 MJ1027  DYNAMIC HT  -         317.378 (meters)    1041.26  (feet)  COMP
 MJ1027  MODELED GRAV-     980,238.3   (mgal)                       NAVD 88
 MJ1027
 MJ1027  VERT ORDER  -  SECOND    CLASS 0
 MJ1027
 MJ1027.The horizontal coordinates were scaled from a topographic map and have
 MJ1027.an estimated accuracy of +/- 6 seconds.
 MJ1027
 MJ1027.The orthometric height was determined by differential leveling
 MJ1027.and adjusted by the National Geodetic Survey in June 1991..
 MJ1027
 MJ1027.The geoid height was determined by GEOID03.
 MJ1027
 MJ1027.The dynamic height is computed by dividing the NAVD 88
 MJ1027.geopotential number by the normal gravity value computed on the
 MJ1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1027.degrees latitude (g = 980.6199 gals.).
 MJ1027
 MJ1027.The modeled gravity was interpolated from observed gravity values.
 MJ1027
 MJ1027;                    North         East    Units  Estimated Accuracy
 MJ1027;SPC IA N     - 1,057,760.    1,294,190.      MT  (+/- 180 meters Scaled)
 MJ1027
 MJ1027                          SUPERSEDED SURVEY CONTROL
 MJ1027
 MJ1027.No superseded survey control is available for this station.
 MJ1027
 MJ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG528532(NAD 83)
 MJ1027_MARKER: DB = BENCH MARK DISK
 MJ1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ1027_STAMPING: K 158 1949
 MJ1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1027+STABILITY: SURFACE MOTION
 MJ1027
 MJ1027  HISTORY     - Date     Condition        Report By
 MJ1027  HISTORY     - 1949     MONUMENTED       CGS
 MJ1027
 MJ1027                          STATION DESCRIPTION
 MJ1027
 MJ1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ1027'2.7 MI SE FROM TURIN.
 MJ1027'0.8 MILE WEST ALONG THE IOWA STATE HIGHWAY 37 FROM THE POST
 MJ1027'OFFICE AT TURIN, THENCE 1.9 MILES SOUTH ALONG A WINDING GRADED
 MJ1027'DIRT ROAD, 115 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 MJ1027'24 FEET NORTH OF A WIRE FENCE, SET BETWEEN TWO LARGE TREES,
 MJ1027'15.0 FEET EAST OF A 24-INCH MAPLE TREE, 14.5 FEET WEST OF A
 MJ1027'30-INCH ELM TREE, 12 FEET NORTH OF THE CENTER LINE OF A TRAIL
 MJ1027'ROAD LEADING WEST TO A CATTLE SHED, 1.3 FEET EAST OF A REFERENCE
 MJ1027'POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING
 MJ1027'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0443 ***********************************************************************
 NL0443  DESIGNATION -  K 159
 NL0443  PID         -  NL0443
 NL0443  STATE/COUNTY-  IA/MONONA
 NL0443  USGS QUAD   -  MAPLETON SE (1982)
 NL0443
 NL0443                         *CURRENT SURVEY CONTROL
 NL0443  ___________________________________________________________________
 NL0443* NAD 83(1986)-  42 00 29.     (N)    095 50 15.     (W)     SCALED    
 NL0443* NAVD 88     -       369.740  (meters)    1213.06   (feet)  ADJUSTED  
 NL0443  ___________________________________________________________________
 NL0443  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 NL0443  DYNAMIC HT  -         369.598 (meters)    1212.59  (feet)  COMP
 NL0443  MODELED GRAV-     980,228.1   (mgal)                       NAVD 88
 NL0443
 NL0443  VERT ORDER  -  SECOND    CLASS 0
 NL0443
 NL0443.The horizontal coordinates were scaled from a topographic map and have
 NL0443.an estimated accuracy of +/- 6 seconds.
 NL0443
 NL0443.The orthometric height was determined by differential leveling
 NL0443.and adjusted by the National Geodetic Survey in June 1991..
 NL0443
 NL0443.The geoid height was determined by GEOID03.
 NL0443
 NL0443.The dynamic height is computed by dividing the NAVD 88
 NL0443.geopotential number by the normal gravity value computed on the
 NL0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0443.degrees latitude (g = 980.6199 gals.).
 NL0443
 NL0443.The modeled gravity was interpolated from observed gravity values.
 NL0443
 NL0443;                    North         East    Units  Estimated Accuracy
 NL0443;SPC IA N     - 1,059,110.    1,306,380.      MT  (+/- 180 meters Scaled)
 NL0443
 NL0443                          SUPERSEDED SURVEY CONTROL
 NL0443
 NL0443  NGVD 29 (??/??/92)  369.593  (m)         1212.57   (f) ADJ UNCH    2 0
 NL0443
 NL0443.Superseded values are not recommended for survey control.
 NL0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0443.See file dsdata.txt to determine how the superseded data were derived.
 NL0443
 NL0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG650545(NAD 83)
 NL0443_MARKER: DB = BENCH MARK DISK
 NL0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0443_SP_SET: BRIDGE
 NL0443_STAMPING: K 159 1949
 NL0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0443
 NL0443  HISTORY     - Date     Condition        Report By
 NL0443  HISTORY     - 1949     MONUMENTED       CGS
 NL0443  HISTORY     - 1977     GOOD             NGS
 NL0443
 NL0443                          STATION DESCRIPTION
 NL0443
 NL0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0443'3.7 MI NW FROM SOLDIER.
 NL0443'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE CHICAGO
 NL0443'AND NORTH WESTERN RAILROAD STATION AT SOLDIER, SET IN THE TOP OF
 NL0443'THE SOUTHEAST WINGWALL OF A STEEL AND CONCRETE BRIDGE OVER
 NL0443'JORDAN CREEK, 4.6 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 NL0443'WINGWALL, 3.4 FEET SOUTHEAST OF THE SOUTHEAST END OF THE STEEL
 NL0443'RAILING, 1.0 FOOT HIGHER THAN THE HIGHWAY.
 NL0443
 NL0443                          STATION RECOVERY (1977)
 NL0443
 NL0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NL0443'THIS MARK WILL BE DESTROYED BY NEW BRIDGE CONSTRUCTION K 159 RESET
 NL0443'1977 WAS SET THIS DATE AND THE LEVEL TIE WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3899 ***********************************************************************
 AA3899  DESIGNATION -  K 159 RESET
 AA3899  PID         -  AA3899
 AA3899  STATE/COUNTY-  IA/MONONA
 AA3899  USGS QUAD   -  MAPLETON SE (1982)
 AA3899
 AA3899                         *CURRENT SURVEY CONTROL
 AA3899  ___________________________________________________________________
 AA3899* NAD 83(1986)-  42 00 29.     (N)    095 50 15.     (W)     SCALED    
 AA3899* NAVD 88     -       370.40   (+/-2cm)    1215.2    (feet)  VERTCON   
 AA3899  ___________________________________________________________________
 AA3899  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AA3899
 AA3899  VERT ORDER  -  THIRD (See Below)
 AA3899
 AA3899.The horizontal coordinates were scaled from a topographic map and have
 AA3899.an estimated accuracy of +/- 6 seconds.
 AA3899
 AA3899.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3899.The vertical order pertains to the NGVD 29 superseded value.
 AA3899
 AA3899.The geoid height was determined by GEOID03.
 AA3899
 AA3899;                    North         East    Units  Estimated Accuracy
 AA3899;SPC IA N     - 1,059,110.    1,306,380.      MT  (+/- 180 meters Scaled)
 AA3899
 AA3899                          SUPERSEDED SURVEY CONTROL
 AA3899
 AA3899  NGVD 29 (05/12/04)  370.25   (m)         1214.7    (f) RESET       3  
 AA3899
 AA3899.Superseded values are not recommended for survey control.
 AA3899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3899.See file dsdata.txt to determine how the superseded data were derived.
 AA3899
 AA3899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG650545(NAD 83)
 AA3899_MARKER: DV = VERTICAL CONTROL DISK
 AA3899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3899_STAMPING: K 159 RESET 1977
 AA3899_MARK LOGO: NGS   
 AA3899_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3899+STABILITY: SURFACE MOTION
 AA3899
 AA3899  HISTORY     - Date     Condition        Report By
 AA3899  HISTORY     - 1977     MONUMENTED       NGS
 AA3899
 AA3899                          STATION DESCRIPTION
 AA3899
 AA3899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AA3899'3.7 MILES (6.0 KM) NORTHWEST ALONG STATE HIGHWAY 37 FROM THE CHICAGO
 AA3899'AND NORTHWESTERN RAILROAD STATION IN SOLDIER, 44.3 FEET (13.5 M) NORTH
 AA3899'OF CENTERLINE OF A SURFACED ROAD, 3 FEET (0.9 M) WEST OF A POWER POLE,
 AA3899'1.3 FEET (0.4 M) EAST OF A WITNESS POST, 70 FEET (21.3 M) EAST OF
 AA3899'CENTERLINE OF A FIELD APPROACH, SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0549 ***********************************************************************
 OP0549  DESIGNATION -  K 16
 OP0549  PID         -  OP0549
 OP0549  STATE/COUNTY-  IA/SIOUX
 OP0549  USGS QUAD   -  SHELDON (1964)
 OP0549
 OP0549                         *CURRENT SURVEY CONTROL
 OP0549  ___________________________________________________________________
 OP0549* NAD 83(1986)-  43 10 17.     (N)    095 51 38.     (W)     SCALED    
 OP0549* NAVD 88     -       426.519  (meters)    1399.34   (feet)  ADJUSTED  
 OP0549  ___________________________________________________________________
 OP0549  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 OP0549  DYNAMIC HT  -         426.400 (meters)    1398.95  (feet)  COMP
 OP0549  MODELED GRAV-     980,327.2   (mgal)                       NAVD 88
 OP0549
 OP0549  VERT ORDER  -  SECOND    CLASS 0
 OP0549
 OP0549.The horizontal coordinates were scaled from a topographic map and have
 OP0549.an estimated accuracy of +/- 6 seconds.
 OP0549
 OP0549.The orthometric height was determined by differential leveling
 OP0549.and adjusted by the National Geodetic Survey in June 1991..
 OP0549
 OP0549.The geoid height was determined by GEOID03.
 OP0549
 OP0549.The dynamic height is computed by dividing the NAVD 88
 OP0549.geopotential number by the normal gravity value computed on the
 OP0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0549.degrees latitude (g = 980.6199 gals.).
 OP0549
 OP0549.The modeled gravity was interpolated from observed gravity values.
 OP0549
 OP0549;                    North         East    Units  Estimated Accuracy
 OP0549;SPC IA N     - 1,188,340.    1,308,080.      MT  (+/- 180 meters Scaled)
 OP0549
 OP0549                          SUPERSEDED SURVEY CONTROL
 OP0549
 OP0549  NGVD 29 (??/??/92)  426.331  (m)         1398.72   (f) ADJ UNCH    2 0
 OP0549
 OP0549.Superseded values are not recommended for survey control.
 OP0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0549.See file dsdata.txt to determine how the superseded data were derived.
 OP0549
 OP0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH674838(NAD 83)
 OP0549_MARKER: DB = BENCH MARK DISK
 OP0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0549_STAMPING: K 16 1934
 OP0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0549+STABILITY: SURFACE MOTION
 OP0549
 OP0549  HISTORY     - Date     Condition        Report By
 OP0549  HISTORY     - 1934     MONUMENTED       CGS
 OP0549
 OP0549                          STATION DESCRIPTION
 OP0549
 OP0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0549'0.3 MI S FROM SHELDON.
 OP0549'IN SIOUX COUNTY, 0.3 MILE SOUTH ALONG THE CHICAGO, ST. PAUL,
 OP0549'MINNEAPOLIS AND OMAHA RAILWAY FROM THE STATION AT SHELDON, OBRIEN
 OP0549'COUNTY, 40 YARDS NORTH OF MILEPOST 212, 79 FEET NORTHWEST OF A ROAD
 OP0549'CROSSING, 45.5 FEET WEST OF THE WEST RAIL, 38.6 FEET NORTH OF A FENCE
 OP0549'CORNER, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OP0549'STAMPED K 16 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 OP0549'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0131 ***********************************************************************
 MK0131  DESIGNATION -  K 160
 MK0131  PID         -  MK0131
 MK0131  STATE/COUNTY-  IA/HARRISON
 MK0131  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0131
 MK0131                         *CURRENT SURVEY CONTROL
 MK0131  ___________________________________________________________________
 MK0131* NAD 83(1986)-  41 50 58.     (N)    096 01 12.     (W)     SCALED    
 MK0131* NAVD 88     -       314.871  (meters)    1033.04   (feet)  ADJUSTED  
 MK0131  ___________________________________________________________________
 MK0131  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 MK0131  DYNAMIC HT  -         314.747 (meters)    1032.63  (feet)  COMP
 MK0131  MODELED GRAV-     980,220.5   (mgal)                       NAVD 88
 MK0131
 MK0131  VERT ORDER  -  SECOND    CLASS 0
 MK0131
 MK0131.The horizontal coordinates were scaled from a topographic map and have
 MK0131.an estimated accuracy of +/- 6 seconds.
 MK0131
 MK0131.The orthometric height was determined by differential leveling
 MK0131.and adjusted by the National Geodetic Survey in June 1991..
 MK0131
 MK0131.The geoid height was determined by GEOID03.
 MK0131
 MK0131.The dynamic height is computed by dividing the NAVD 88
 MK0131.geopotential number by the normal gravity value computed on the
 MK0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0131.degrees latitude (g = 980.6199 gals.).
 MK0131
 MK0131.The modeled gravity was interpolated from observed gravity values.
 MK0131
 MK0131;                    North         East    Units  Estimated Accuracy
 MK0131;SPC IA S     -   208,420.      290,750.      MT  (+/- 180 meters Scaled)
 MK0131
 MK0131                          SUPERSEDED SURVEY CONTROL
 MK0131
 MK0131  NGVD 29 (??/??/92)  314.722  (m)         1032.55   (f) ADJ UNCH    2 0
 MK0131
 MK0131.Superseded values are not recommended for survey control.
 MK0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0131.See file dsdata.txt to determine how the superseded data were derived.
 MK0131
 MK0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM473373(NAD 83)
 MK0131_MARKER: DB = BENCH MARK DISK
 MK0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0131_STAMPING: K 160 1949
 MK0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0131+STABILITY: SURFACE MOTION
 MK0131
 MK0131  HISTORY     - Date     Condition        Report By
 MK0131  HISTORY     - 1949     MONUMENTED       CGS
 MK0131  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0131
 MK0131                          STATION DESCRIPTION
 MK0131
 MK0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0131'3 MI NE FROM LITTLE SIOUX.
 MK0131'1.2 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE
 MK0131'AT LITTLE SIOUX, THENCE 0.25 MILE EAST ALONG A GRADED DIRT ROAD,
 MK0131'THENCE 1.5 MILES NORTH ALONG A GRADED DIRT ROAD, AT THE
 MK0131'INTERSECTION OF AN EAST-WEST TRAIL ROAD, 159 FEET EAST OF THE
 MK0131'CENTER LINE OF THE DIRT ROAD LEADING NORTH, 40 FEET NORTH OF THE
 MK0131'CENTER LINE OF THE TRAIL ROAD LEADING EAST, 8.0 FEET WEST OF THE
 MK0131'MOST SOUTHERLY ONE OF THREE LONE TREES, WHICH ARE AT AN OLD FARM
 MK0131'SITE, 1.0 FOOT WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 MK0131'5-FOOT CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MK0131
 MK0131                          STATION RECOVERY (1965)
 MK0131
 MK0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0286 ***********************************************************************
 LF0286  DESIGNATION -  K 161
 LF0286  PID         -  LF0286
 LF0286  STATE/COUNTY-  IA/MONTGOMERY
 LF0286  USGS QUAD   -  COBURG (1978)
 LF0286
 LF0286                         *CURRENT SURVEY CONTROL
 LF0286  ___________________________________________________________________
 LF0286* NAD 83(1986)-  40 59 07.     (N)    095 15 10.     (W)     SCALED    
 LF0286* NAVD 88     -       310.638  (meters)    1019.15   (feet)  ADJUSTED  
 LF0286  ___________________________________________________________________
 LF0286  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LF0286  DYNAMIC HT  -         310.485 (meters)    1018.65  (feet)  COMP
 LF0286  MODELED GRAV-     980,123.1   (mgal)                       NAVD 88
 LF0286
 LF0286  VERT ORDER  -  SECOND    CLASS 0
 LF0286
 LF0286.The horizontal coordinates were scaled from a topographic map and have
 LF0286.an estimated accuracy of +/- 6 seconds.
 LF0286
 LF0286.The orthometric height was determined by differential leveling
 LF0286.and adjusted by the National Geodetic Survey in June 1991..
 LF0286
 LF0286.The geoid height was determined by GEOID03.
 LF0286
 LF0286.The dynamic height is computed by dividing the NAVD 88
 LF0286.geopotential number by the normal gravity value computed on the
 LF0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0286.degrees latitude (g = 980.6199 gals.).
 LF0286
 LF0286.The modeled gravity was interpolated from observed gravity values.
 LF0286
 LF0286;                    North         East    Units  Estimated Accuracy
 LF0286;SPC IA S     -   110,900.      352,510.      MT  (+/- 180 meters Scaled)
 LF0286
 LF0286                          SUPERSEDED SURVEY CONTROL
 LF0286
 LF0286  NGVD 29 (??/??/92)  310.540  (m)         1018.83   (f) ADJ UNCH    2 0
 LF0286
 LF0286.Superseded values are not recommended for survey control.
 LF0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0286.See file dsdata.txt to determine how the superseded data were derived.
 LF0286
 LF0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF104395(NAD 83)
 LF0286_MARKER: DB = BENCH MARK DISK
 LF0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0286_STAMPING: K 161 1949
 LF0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0286+STABILITY: SURFACE MOTION
 LF0286
 LF0286  HISTORY     - Date     Condition        Report By
 LF0286  HISTORY     - 1949     MONUMENTED       CGS
 LF0286  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0286
 LF0286                          STATION DESCRIPTION
 LF0286
 LF0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0286'2.1 MI SW FROM RED OAK.
 LF0286'2.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0286'RAILWAY FROM THE STATION AT RED OAK, AT THE NORTHWEST CORNER
 LF0286'OF A FIELD, WEST OF AND AT THE FOOT OF A SMALL BLUFF, 113 FEET
 LF0286'EAST OF THE EAST RAIL OF THE TRACK, 7.7 FEET NORTHEAST OF A
 LF0286'BLAZED 18-INCH ELM TREE, 1.1 FEET WEST OF A REFERENCE POST,
 LF0286'AND SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.3
 LF0286'FOOT ABOVE THE GROUND.
 LF0286
 LF0286                          STATION RECOVERY (1976)
 LF0286
 LF0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0010 ***********************************************************************
 MJ0010  DESIGNATION -  K 162
 MJ0010  PID         -  MJ0010
 MJ0010  STATE/COUNTY-  IA/GUTHRIE
 MJ0010  USGS QUAD   -  MENLO (1982)
 MJ0010
 MJ0010                         *CURRENT SURVEY CONTROL
 MJ0010  ___________________________________________________________________
 MJ0010* NAD 83(1986)-  41 31 05.     (N)    094 22 32.     (W)     SCALED    
 MJ0010* NAVD 88     -       368.472  (meters)    1208.90   (feet)  ADJUSTED  
 MJ0010  ___________________________________________________________________
 MJ0010  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 MJ0010  DYNAMIC HT  -         368.324 (meters)    1208.41  (feet)  COMP
 MJ0010  MODELED GRAV-     980,209.9   (mgal)                       NAVD 88
 MJ0010
 MJ0010  VERT ORDER  -  FIRST     CLASS II
 MJ0010
 MJ0010.The horizontal coordinates were scaled from a topographic map and have
 MJ0010.an estimated accuracy of +/- 6 seconds.
 MJ0010
 MJ0010.The orthometric height was determined by differential leveling
 MJ0010.and adjusted by the National Geodetic Survey in June 1991..
 MJ0010
 MJ0010.The geoid height was determined by GEOID03.
 MJ0010
 MJ0010.The dynamic height is computed by dividing the NAVD 88
 MJ0010.geopotential number by the normal gravity value computed on the
 MJ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0010.degrees latitude (g = 980.6199 gals.).
 MJ0010
 MJ0010.The modeled gravity was interpolated from observed gravity values.
 MJ0010
 MJ0010;                    North         East    Units  Estimated Accuracy
 MJ0010;SPC IA S     -   168,950.      426,920.      MT  (+/- 180 meters Scaled)
 MJ0010
 MJ0010                          SUPERSEDED SURVEY CONTROL
 MJ0010
 MJ0010  NGVD 29 (??/??/92)  368.417  (m)         1208.71   (f) ADJ UNCH    1 2
 MJ0010
 MJ0010.Superseded values are not recommended for survey control.
 MJ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0010.See file dsdata.txt to determine how the superseded data were derived.
 MJ0010
 MJ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF852971(NAD 83)
 MJ0010_MARKER: DB = BENCH MARK DISK
 MJ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0010_STAMPING: K 162 1950
 MJ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0010+STABILITY: SURFACE MOTION
 MJ0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0010+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2002
 MJ0010
 MJ0010  HISTORY     - Date     Condition        Report By
 MJ0010  HISTORY     - 1950     MONUMENTED       CGS
 MJ0010  HISTORY     - 20020308 GOOD             JCLS
 MJ0010  HISTORY     - 20020315 GOOD             JCLS
 MJ0010
 MJ0010                          STATION DESCRIPTION
 MJ0010
 MJ0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0010'1.6 MI E FROM MENLO.
 MJ0010'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT MENLO,
 MJ0010'THENCE 1.5 MILES EAST ALONG U.S. HIGHWAY 6, AT A JUNCTION WITH A
 MJ0010'GRAVELED ROAD LEADING NORTH, 122.5 FEET NORTH OF THE CENTER LINE
 MJ0010'OF THE HIGHWAY, 88 FEET NORTH OF A FENCE CORNER, 31 FEET EAST OF
 MJ0010'THE CENTER LINE OF THE ROAD LEADING NORTH, 31 FEET SOUTH OF THE
 MJ0010'2ND TELEPHONE POLE NORTH OF THE ROAD JUNCTION, 1 FOOT WEST OF A
 MJ0010'FENCE, 3.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 MJ0010'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  THIS MARK
 MJ0010'IS 0.8 MILE WEST OF BENCH MARK 39-101 (IA.G.S.).
 MJ0010
 MJ0010                          STATION RECOVERY (2002)
 MJ0010
 MJ0010'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 MJ0010'DESCRIPTION IS ADEQUATE
 MJ0010
 MJ0010                          STATION RECOVERY (2002)
 MJ0010
 MJ0010'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MJ0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0159 ***********************************************************************
 MJ0159  DESIGNATION -  K 163
 MJ0159  PID         -  MJ0159
 MJ0159  STATE/COUNTY-  IA/CASS
 MJ0159  USGS QUAD   -  WIOTA (1971)
 MJ0159
 MJ0159                         *CURRENT SURVEY CONTROL
 MJ0159  ___________________________________________________________________
 MJ0159* NAD 83(1986)-  41 24 13.     (N)    094 55 06.     (W)     SCALED    
 MJ0159* NAVD 88     -       370.381  (meters)    1215.16   (feet)  ADJUSTED  
 MJ0159  ___________________________________________________________________
 MJ0159  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 MJ0159  DYNAMIC HT  -         370.247 (meters)    1214.72  (feet)  COMP
 MJ0159  MODELED GRAV-     980,247.9   (mgal)                       NAVD 88
 MJ0159
 MJ0159  VERT ORDER  -  FIRST     CLASS II
 MJ0159
 MJ0159.The horizontal coordinates were scaled from a topographic map and have
 MJ0159.an estimated accuracy of +/- 6 seconds.
 MJ0159
 MJ0159.The orthometric height was determined by differential leveling
 MJ0159.and adjusted by the National Geodetic Survey in June 1991..
 MJ0159
 MJ0159.The geoid height was determined by GEOID03.
 MJ0159
 MJ0159.The dynamic height is computed by dividing the NAVD 88
 MJ0159.geopotential number by the normal gravity value computed on the
 MJ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0159.degrees latitude (g = 980.6199 gals.).
 MJ0159
 MJ0159.The modeled gravity was interpolated from observed gravity values.
 MJ0159
 MJ0159;                    North         East    Units  Estimated Accuracy
 MJ0159;SPC IA S     -   156,840.      381,410.      MT  (+/- 180 meters Scaled)
 MJ0159
 MJ0159                          SUPERSEDED SURVEY CONTROL
 MJ0159
 MJ0159  NGVD 29 (??/??/92)  370.328  (m)         1214.98   (f) ADJ UNCH    1 2
 MJ0159
 MJ0159.Superseded values are not recommended for survey control.
 MJ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0159.See file dsdata.txt to determine how the superseded data were derived.
 MJ0159
 MJ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF396853(NAD 83)
 MJ0159_MARKER: DB = BENCH MARK DISK
 MJ0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0159_SP_SET: CULVERT
 MJ0159_STAMPING: K 163 1950
 MJ0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0159
 MJ0159  HISTORY     - Date     Condition        Report By
 MJ0159  HISTORY     - 1950     MONUMENTED       CGS
 MJ0159
 MJ0159                          STATION DESCRIPTION
 MJ0159
 MJ0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0159'1.4 MI W FROM WIOTA.
 MJ0159'1.4 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE SCHOOL AT WIOTA,
 MJ0159'0.15 MILE WEST OF A ROAD LEADING SOUTH, 37 FEET NORTHEAST OF
 MJ0159'HIGHWAY STATION 160, 25.5 FEET NORTH OF THE CENTER LINE OF THE
 MJ0159'HIGHWAY, 4 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 MJ0159'OF THE WEST END OF THE NORTH HEADWALL OF A LARGE CONCRETE
 MJ0159'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0531 ***********************************************************************
 OP0531  DESIGNATION -  K 17
 OP0531  PID         -  OP0531
 OP0531  STATE/COUNTY-  IA/O BRIEN
 OP0531  USGS QUAD   -  SHELDON (1964)
 OP0531
 OP0531                         *CURRENT SURVEY CONTROL
 OP0531  ___________________________________________________________________
 OP0531* NAD 83(1986)-  43 10 41.     (N)    095 48 22.     (W)     SCALED    
 OP0531* NAVD 88     -       438.660  (meters)    1439.17   (feet)  ADJUSTED  
 OP0531  ___________________________________________________________________
 OP0531  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 OP0531  DYNAMIC HT  -         438.536 (meters)    1438.76  (feet)  COMP
 OP0531  MODELED GRAV-     980,324.2   (mgal)                       NAVD 88
 OP0531
 OP0531  VERT ORDER  -  SECOND    CLASS 0
 OP0531
 OP0531.The horizontal coordinates were scaled from a topographic map and have
 OP0531.an estimated accuracy of +/- 6 seconds.
 OP0531
 OP0531.The orthometric height was determined by differential leveling
 OP0531.and adjusted by the National Geodetic Survey in June 1991..
 OP0531
 OP0531.The geoid height was determined by GEOID03.
 OP0531
 OP0531.The dynamic height is computed by dividing the NAVD 88
 OP0531.geopotential number by the normal gravity value computed on the
 OP0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0531.degrees latitude (g = 980.6199 gals.).
 OP0531
 OP0531.The modeled gravity was interpolated from observed gravity values.
 OP0531
 OP0531;                    North         East    Units  Estimated Accuracy
 OP0531;SPC IA N     - 1,188,960.    1,312,530.      MT  (+/- 180 meters Scaled)
 OP0531
 OP0531                          SUPERSEDED SURVEY CONTROL
 OP0531
 OP0531  NGVD 29 (??/??/92)  438.478  (m)         1438.57   (f) ADJ UNCH    2 0
 OP0531
 OP0531.Superseded values are not recommended for survey control.
 OP0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0531.See file dsdata.txt to determine how the superseded data were derived.
 OP0531
 OP0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH719844(NAD 83)
 OP0531_MARKER: DB = BENCH MARK DISK
 OP0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0531_STAMPING: K 17 1934
 OP0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0531+STABILITY: SURFACE MOTION
 OP0531
 OP0531  HISTORY     - Date     Condition        Report By
 OP0531  HISTORY     - 1934     MONUMENTED       CGS
 OP0531
 OP0531                          STATION DESCRIPTION
 OP0531
 OP0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0531'2.5 MI E FROM SHELDON.
 OP0531'2.5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0531'RAILROAD FROM THE STATION AT SHELDON, OBRIEN COUNTY, 0.2 MILE WEST OF
 OP0531'A SECTION-ROAD CROSSING, 45.1 FEET NORTH OF THE NORTH RAIL, AND 1.6
 OP0531'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 17
 OP0531'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 OP0531'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0114 ***********************************************************************
 NJ0114  DESIGNATION -  K 175
 NJ0114  PID         -  NJ0114
 NJ0114  STATE/COUNTY-  IA/JACKSON
 NJ0114  USGS QUAD   -  GREEN ISLAND (1975)
 NJ0114
 NJ0114                         *CURRENT SURVEY CONTROL
 NJ0114  ___________________________________________________________________
 NJ0114* NAD 83(1986)-  42 09 02.     (N)    090 19 56.     (W)     SCALED    
 NJ0114* NAVD 88     -       181.485  (meters)     595.42   (feet)  ADJUSTED  
 NJ0114  ___________________________________________________________________
 NJ0114  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 NJ0114  DYNAMIC HT  -         181.423 (meters)     595.22  (feet)  COMP
 NJ0114  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 NJ0114
 NJ0114  VERT ORDER  -  FIRST     CLASS I
 NJ0114
 NJ0114.The horizontal coordinates were scaled from a topographic map and have
 NJ0114.an estimated accuracy of +/- 6 seconds.
 NJ0114
 NJ0114.The orthometric height was determined by differential leveling
 NJ0114.and adjusted by the National Geodetic Survey in June 1991..
 NJ0114
 NJ0114.The geoid height was determined by GEOID03.
 NJ0114
 NJ0114.The dynamic height is computed by dividing the NAVD 88
 NJ0114.geopotential number by the normal gravity value computed on the
 NJ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0114.degrees latitude (g = 980.6199 gals.).
 NJ0114
 NJ0114.The modeled gravity was interpolated from observed gravity values.
 NJ0114
 NJ0114;                    North         East    Units  Estimated Accuracy
 NJ0114;SPC IA N     - 1,077,170.    1,761,770.      MT  (+/- 180 meters Scaled)
 NJ0114
 NJ0114                          SUPERSEDED SURVEY CONTROL
 NJ0114
 NJ0114  NGVD 29 (??/??/92)  181.518  (m)          595.53   (f) ADJ UNCH    1 1
 NJ0114
 NJ0114.Superseded values are not recommended for survey control.
 NJ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0114.See file dsdata.txt to determine how the superseded data were derived.
 NJ0114
 NJ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG204699(NAD 83)
 NJ0114_MARKER: DB = BENCH MARK DISK
 NJ0114_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0114_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0114_STAMPING: K 175 1970
 NJ0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0114
 NJ0114  HISTORY     - Date     Condition        Report By
 NJ0114  HISTORY     - 1970     MONUMENTED       NGS
 NJ0114  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NJ0114  HISTORY     - 19940826 MARK NOT FOUND   USPSQD
 NJ0114  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0114
 NJ0114                          STATION DESCRIPTION
 NJ0114
 NJ0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0114'9.4 MI SE FROM BELLEVUE.
 NJ0114'ABOUT 9.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 AND 67 FROM THE
 NJ0114'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, 0.2
 NJ0114'MILE NORTH OF THE HIGHWAY OVERPASS OVER THE CHICAGO, MILWAUKEE,
 NJ0114'ST. PAUL AND PACIFIC RAILROAD, 120 FEET WEST OF THE CENTER LINE
 NJ0114'OF THE HIGHWAY, 65 FEET SOUTH OF THE CENTER LINE OF A ROAD WHICH
 NJ0114'LEADS TO A FIELD, 11 FEET NORTH OF A 10-INCH ELM TREE, 2.4 FEET
 NJ0114'SOUTH OF A METAL WITNESS POST, ABOUT 15 FEET BELOW THE LEVEL OF
 NJ0114'THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 NJ0114'1 INCH.  SECTION 24, T85N, R5E.
 NJ0114
 NJ0114                          STATION RECOVERY (1988)
 NJ0114
 NJ0114'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0114'MARK NOT FOUND.
 NJ0114
 NJ0114                          STATION RECOVERY (1994)
 NJ0114
 NJ0114'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0114'MARK NOT FOUND.
 NJ0114
 NJ0114                          STATION RECOVERY (2001)
 NJ0114
 NJ0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0114'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0269 ***********************************************************************
 NJ0269  DESIGNATION -  K 176
 NJ0269  PID         -  NJ0269
 NJ0269  STATE/COUNTY-  IA/DUBUQUE
 NJ0269  USGS QUAD   -  MENOMINEE (1978)
 NJ0269
 NJ0269                         *CURRENT SURVEY CONTROL
 NJ0269  ___________________________________________________________________
 NJ0269* NAD 83(1986)-  42 23 24.     (N)    090 34 41.     (W)     SCALED    
 NJ0269* NAVD 88     -       235.025  (meters)     771.08   (feet)  ADJUSTED  
 NJ0269  ___________________________________________________________________
 NJ0269  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 NJ0269  DYNAMIC HT  -         234.947 (meters)     770.82  (feet)  COMP
 NJ0269  MODELED GRAV-     980,284.7   (mgal)                       NAVD 88
 NJ0269
 NJ0269  VERT ORDER  -  FIRST     CLASS I
 NJ0269
 NJ0269.The horizontal coordinates were scaled from a topographic map and have
 NJ0269.an estimated accuracy of +/- 6 seconds.
 NJ0269
 NJ0269.The orthometric height was determined by differential leveling
 NJ0269.and adjusted by the National Geodetic Survey in June 1991..
 NJ0269
 NJ0269.The geoid height was determined by GEOID03.
 NJ0269
 NJ0269.The dynamic height is computed by dividing the NAVD 88
 NJ0269.geopotential number by the normal gravity value computed on the
 NJ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0269.degrees latitude (g = 980.6199 gals.).
 NJ0269
 NJ0269.The modeled gravity was interpolated from observed gravity values.
 NJ0269
 NJ0269;                    North         East    Units  Estimated Accuracy
 NJ0269;SPC IA N     - 1,103,020.    1,740,540.      MT  (+/- 180 meters Scaled)
 NJ0269
 NJ0269                          SUPERSEDED SURVEY CONTROL
 NJ0269
 NJ0269  NGVD 29 (??/??/92)  235.063  (m)          771.20   (f) ADJ UNCH    1 1
 NJ0269
 NJ0269.Superseded values are not recommended for survey control.
 NJ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0269.See file dsdata.txt to determine how the superseded data were derived.
 NJ0269
 NJ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG993959(NAD 83)
 NJ0269_MARKER: DB = BENCH MARK DISK
 NJ0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0269_SP_SET: CULVERT
 NJ0269_STAMPING: K 176 1970
 NJ0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0269
 NJ0269  HISTORY     - Date     Condition        Report By
 NJ0269  HISTORY     - 1970     MONUMENTED       NGS
 NJ0269  HISTORY     - 20060730 MARK NOT FOUND   GEOCAC
 NJ0269
 NJ0269                          STATION DESCRIPTION
 NJ0269
 NJ0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0269'10.6 MI SE FROM DUBUQUE.
 NJ0269'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE AT
 NJ0269'DUBUQUE, THENCE 2.45 MILES SOUTH ALONG U.S. HIGHWAYS 52 AND 67,
 NJ0269'OR ABOUT 13.4 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM
 NJ0269'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE,
 NJ0269'0.65 MILE NORTHWEST OF THE JACKSON-DUBUQUE COUNTY LINE, 27
 NJ0269'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 NJ0269'TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A
 NJ0269'12- X 30-FOOT DOUBLE CHANNEL CONCRETE BOX CULVERT WITH WING
 NJ0269'WALLS, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 NJ0269'SECTION 35, T 88N, R 3E.
 NJ0269
 NJ0269                          STATION RECOVERY (2006)
 NJ0269
 NJ0269'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0269'HIGHWAY HAS BEEN WIDENED AND THE CULVERT HAS BEEN EXTENDED.  IF THE
 NJ0269'MARK SURVIVES, IT IS BURIED UNDER THE HIGHWAY OR SHOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0351 ***********************************************************************
 NJ0351  DESIGNATION -  K 177
 NJ0351  PID         -  NJ0351
 NJ0351  STATE/COUNTY-  IA/DUBUQUE
 NJ0351  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0351
 NJ0351                         *CURRENT SURVEY CONTROL
 NJ0351  ___________________________________________________________________
 NJ0351* NAD 83(1986)-  42 33 43.     (N)    090 43 32.     (W)     SCALED    
 NJ0351* NAVD 88     -       198.830  (meters)     652.33   (feet)  ADJUSTED  
 NJ0351  ___________________________________________________________________
 NJ0351  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 NJ0351  DYNAMIC HT  -         198.771 (meters)     652.13  (feet)  COMP
 NJ0351  MODELED GRAV-     980,319.8   (mgal)                       NAVD 88
 NJ0351
 NJ0351  VERT ORDER  -  FIRST     CLASS I
 NJ0351
 NJ0351.The horizontal coordinates were scaled from a topographic map and have
 NJ0351.an estimated accuracy of +/- 6 seconds.
 NJ0351
 NJ0351.The orthometric height was determined by differential leveling
 NJ0351.and adjusted by the National Geodetic Survey in June 1991..
 NJ0351
 NJ0351.The geoid height was determined by GEOID03.
 NJ0351
 NJ0351.The dynamic height is computed by dividing the NAVD 88
 NJ0351.geopotential number by the normal gravity value computed on the
 NJ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0351.degrees latitude (g = 980.6199 gals.).
 NJ0351
 NJ0351.The modeled gravity was interpolated from observed gravity values.
 NJ0351
 NJ0351;                    North         East    Units  Estimated Accuracy
 NJ0351;SPC IA N     - 1,121,700.    1,727,780.      MT  (+/- 180 meters Scaled)
 NJ0351
 NJ0351                          SUPERSEDED SURVEY CONTROL
 NJ0351
 NJ0351  NGVD 29 (??/??/92)  198.871  (m)          652.46   (f) ADJ UNCH    1 1
 NJ0351
 NJ0351.Superseded values are not recommended for survey control.
 NJ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0351.See file dsdata.txt to determine how the superseded data were derived.
 NJ0351
 NJ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH867146(NAD 83)
 NJ0351_MARKER: DB = BENCH MARK DISK
 NJ0351_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0351_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0351_STAMPING: K 177 1970
 NJ0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0351
 NJ0351  HISTORY     - Date     Condition        Report By
 NJ0351  HISTORY     - 1970     MONUMENTED       NGS
 NJ0351  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0351
 NJ0351                          STATION DESCRIPTION
 NJ0351
 NJ0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0351'0.6 MI W FROM SAGEVILLE.
 NJ0351'ABOUT 0.55 MILE WEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0351'FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE,
 NJ0351'0.15 MILE WEST OF A FRAME HOUSE, ON THE OUTSIDE OF A CURVE IN THE
 NJ0351'HIGHWAY, 42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 87 FEET
 NJ0351'EAST OF A TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE, 2 FEET
 NJ0351'SOUTH OF A FENCE, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT
 NJ0351'2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP
 NJ0351'OF A 3-INCH IRON PIPE PROJECTING 2 INCHES.  SECTION 33, T90N, R2E
 NJ0351
 NJ0351                          STATION RECOVERY (2001)
 NJ0351
 NJ0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0351'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0424 ***********************************************************************
 NJ0424  DESIGNATION -  K 178
 NJ0424  PID         -  NJ0424
 NJ0424  STATE/COUNTY-  IA/DUBUQUE
 NJ0424  USGS QUAD   -  NEW VIENNA (1962)
 NJ0424
 NJ0424                         *CURRENT SURVEY CONTROL
 NJ0424  ___________________________________________________________________
 NJ0424* NAD 83(1986)-  42 36 11.     (N)    091 03 07.     (W)     SCALED    
 NJ0424* NAVD 88     -       324.699  (meters)    1065.28   (feet)  ADJUSTED  
 NJ0424  ___________________________________________________________________
 NJ0424  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 NJ0424  DYNAMIC HT  -         324.597 (meters)    1064.95  (feet)  COMP
 NJ0424  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 NJ0424
 NJ0424  VERT ORDER  -  FIRST     CLASS I
 NJ0424
 NJ0424.The horizontal coordinates were scaled from a topographic map and have
 NJ0424.an estimated accuracy of +/- 6 seconds.
 NJ0424
 NJ0424.The orthometric height was determined by differential leveling
 NJ0424.and adjusted by the National Geodetic Survey in June 1991..
 NJ0424
 NJ0424.The geoid height was determined by GEOID03.
 NJ0424
 NJ0424.The dynamic height is computed by dividing the NAVD 88
 NJ0424.geopotential number by the normal gravity value computed on the
 NJ0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0424.degrees latitude (g = 980.6199 gals.).
 NJ0424
 NJ0424.The modeled gravity was interpolated from observed gravity values.
 NJ0424
 NJ0424;                    North         East    Units  Estimated Accuracy
 NJ0424;SPC IA N     - 1,125,430.    1,700,860.      MT  (+/- 180 meters Scaled)
 NJ0424
 NJ0424                          SUPERSEDED SURVEY CONTROL
 NJ0424
 NJ0424  NGVD 29 (??/??/92)  324.736  (m)         1065.40   (f) ADJ UNCH    1 1
 NJ0424
 NJ0424.Superseded values are not recommended for survey control.
 NJ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0424.See file dsdata.txt to determine how the superseded data were derived.
 NJ0424
 NJ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH598185(NAD 83)
 NJ0424_MARKER: DB = BENCH MARK DISK
 NJ0424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0424_SP_SET: GUARDRAIL FOUNDATION
 NJ0424_STAMPING: K 178 1970
 NJ0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0424
 NJ0424  HISTORY     - Date     Condition        Report By
 NJ0424  HISTORY     - 1970     MONUMENTED       NGS
 NJ0424  HISTORY     - 20010331 GOOD             NGS
 NJ0424
 NJ0424                          STATION DESCRIPTION
 NJ0424
 NJ0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0424'1.6 MI E FROM LUXEMBURG.
 NJ0424'ABOUT 1.55 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY
 NJ0424'3 FROM THE HOLY TRINITY CHURCH AT LUXEMBURG, 0.2 MILE WEST OF A
 NJ0424'CURVE IN THE HIGHWAY, 23.5 FEET NORTH OF THE CENTER LINE OF THE
 NJ0424'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 NJ0424'FOUNDATION FOR A GUARDRAIL ON A HIGHWAY BRIDGE OVER THE NORTH
 NJ0424'FORK OF MAQUOKETA RIVER, DIRECTLY OVER THE NORTH END OF THE WEST
 NJ0424'CONCRETE ABUTMENT OF THE BRIDGE, 0.6 FOOT EAST OF AN ARCHED
 NJ0424'WINGWALL, 0.4 FOOT NORTH OF THE GUARDRAIL, AND ABOUT 1 FOOT
 NJ0424'ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 11, T 90N, R 2W
 NJ0424
 NJ0424                          STATION RECOVERY (2001)
 NJ0424
 NJ0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0424'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0382 ***********************************************************************
 NJ0382  DESIGNATION -  K 179
 NJ0382  PID         -  NJ0382
 NJ0382  STATE/COUNTY-  IA/CLAYTON
 NJ0382  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0382
 NJ0382                         *CURRENT SURVEY CONTROL
 NJ0382  ___________________________________________________________________
 NJ0382* NAD 83(1986)-  42 44 33.     (N)    091 04 50.     (W)     SCALED    
 NJ0382* NAVD 88     -       191.560  (meters)     628.48   (feet)  ADJUSTED  
 NJ0382  ___________________________________________________________________
 NJ0382  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 NJ0382  DYNAMIC HT  -         191.507 (meters)     628.30  (feet)  COMP
 NJ0382  MODELED GRAV-     980,343.3   (mgal)                       NAVD 88
 NJ0382
 NJ0382  VERT ORDER  -  FIRST     CLASS I
 NJ0382
 NJ0382.The horizontal coordinates were scaled from a topographic map and have
 NJ0382.an estimated accuracy of +/- 6 seconds.
 NJ0382
 NJ0382.The orthometric height was determined by differential leveling
 NJ0382.and adjusted by the National Geodetic Survey in June 1991..
 NJ0382
 NJ0382.The geoid height was determined by GEOID03.
 NJ0382
 NJ0382.The dynamic height is computed by dividing the NAVD 88
 NJ0382.geopotential number by the normal gravity value computed on the
 NJ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0382.degrees latitude (g = 980.6199 gals.).
 NJ0382
 NJ0382.The modeled gravity was interpolated from observed gravity values.
 NJ0382
 NJ0382;                    North         East    Units  Estimated Accuracy
 NJ0382;SPC IA N     - 1,140,850.    1,698,070.      MT  (+/- 180 meters Scaled)
 NJ0382
 NJ0382                          SUPERSEDED SURVEY CONTROL
 NJ0382
 NJ0382  NGVD 29 (??/??/92)  191.606  (m)          628.63   (f) ADJ UNCH    1 1
 NJ0382
 NJ0382.Superseded values are not recommended for survey control.
 NJ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0382.See file dsdata.txt to determine how the superseded data were derived.
 NJ0382
 NJ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH571340(NAD 83)
 NJ0382_MARKER: DB = BENCH MARK DISK
 NJ0382_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0382_SP_SET: ROCK OUTCROP
 NJ0382_STAMPING: K 179 1970
 NJ0382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0382+STABILITY: POSITION/ELEVATION WELL
 NJ0382
 NJ0382  HISTORY     - Date     Condition        Report By
 NJ0382  HISTORY     - 1970     MONUMENTED       NGS
 NJ0382
 NJ0382                          STATION DESCRIPTION
 NJ0382
 NJ0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0382'2.8 MI SE FROM GUTTENBERG.
 NJ0382'ABOUT 2.85 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0382'AND PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, 9 POLES
 NJ0382'NORTHWEST OF MILEPOST 75, 0.4 MILE SOUTHEAST OF A CROSSING OF
 NJ0382'THE RAILROAD AND A PRIVATE ROAD AT CAMP HIDEAWAY, SET VERTICALLY
 NJ0382'IN THE NORTHEAST FACE OF A 3- X 3-FOOT ROCK OUTCROP IN A BANK CUT,
 NJ0382'19.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 28 1/2 RAILS SOUTHEAST
 NJ0382'OF THE MISSISSIPPI RIVER CHANNEL LIGHT NUMBER 612.1, 91 FEET
 NJ0382'NORTHWEST OF A TELEPHONE POLE, 84 YARDS NORTHWEST OF A SPRING
 NJ0382'WHICH FLOWS THROUGH A PIPE, ABOUT 4 FEET ABOVE A DITCH, AND
 NJ0382'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.  SECTION 33, T92N, R2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1376 ***********************************************************************
 MJ1376  DESIGNATION -  K 180
 MJ1376  PID         -  MJ1376
 MJ1376  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1376  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1376
 MJ1376                         *CURRENT SURVEY CONTROL
 MJ1376  ___________________________________________________________________
 MJ1376* NAD 83(1986)-  41 15 11.     (N)    095 51 12.     (W)     SCALED    
 MJ1376* NAVD 88     -       300.336  (meters)     985.35   (feet)  ADJUSTED  
 MJ1376  ___________________________________________________________________
 MJ1376  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 MJ1376  DYNAMIC HT  -         300.213 (meters)     984.95  (feet)  COMP
 MJ1376  MODELED GRAV-     980,206.2   (mgal)                       NAVD 88
 MJ1376
 MJ1376  VERT ORDER  -  FIRST     CLASS II
 MJ1376
 MJ1376.The horizontal coordinates were scaled from a topographic map and have
 MJ1376.an estimated accuracy of +/- 6 seconds.
 MJ1376
 MJ1376.The orthometric height was determined by differential leveling
 MJ1376.and adjusted by the National Geodetic Survey in June 1991..
 MJ1376
 MJ1376.The geoid height was determined by GEOID03.
 MJ1376
 MJ1376.The dynamic height is computed by dividing the NAVD 88
 MJ1376.geopotential number by the normal gravity value computed on the
 MJ1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1376.degrees latitude (g = 980.6199 gals.).
 MJ1376
 MJ1376.The modeled gravity was interpolated from observed gravity values.
 MJ1376
 MJ1376;                    North         East    Units  Estimated Accuracy
 MJ1376;SPC IA S     -   141,820.      302,800.      MT  (+/- 180 meters Scaled)
 MJ1376
 MJ1376                          SUPERSEDED SURVEY CONTROL
 MJ1376
 MJ1376.No superseded survey control is available for this station.
 MJ1376
 MJ1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF609707(NAD 83)
 MJ1376_MARKER: I = METAL ROD
 MJ1376_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1376_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1376_STAMPING: K 180 1989
 MJ1376_MARK LOGO: NGS   
 MJ1376_PROJECTION: FLUSH
 MJ1376_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MJ1376+STABILITY: POSITION/ELEVATION WELL
 MJ1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1376+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1376_ROD/PIPE-DEPTH: 25.6 meters
 MJ1376_SLEEVE-DEPTH  : 4.6 meters
 MJ1376
 MJ1376  HISTORY     - Date     Condition        Report By
 MJ1376  HISTORY     - 1989     MONUMENTED       NGS
 MJ1376
 MJ1376                          STATION DESCRIPTION
 MJ1376
 MJ1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1376'IN COUNCIL BLUFFS, AT THE INTERSECTION OF 9TH AVENUE AND 6TH STREET,
 MJ1376'57.3 M (188.0 FT) WEST OF THE CENTER OF THE STREET, 11.9 M (39.0 FT)
 MJ1376'NORTH OF THE CENTERLINE OF THE AVENUE, AND 0.3 M (1.0 FT) ABOVE THE
 MJ1376'LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MJ1376'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1906 ***********************************************************************
 NM1906  DESIGNATION -  K 181
 NM1906  PID         -  NM1906
 NM1906  STATE/COUNTY-  IA/WOODBURY
 NM1906  USGS QUAD   -  SLOAN (1969)
 NM1906
 NM1906                         *CURRENT SURVEY CONTROL
 NM1906  ___________________________________________________________________
 NM1906* NAD 83(1986)-  42 13 52.     (N)    096 13 40.     (W)     SCALED    
 NM1906* NAVD 88     -       328.946  (meters)    1079.22   (feet)  ADJUSTED  
 NM1906  ___________________________________________________________________
 NM1906  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 NM1906  DYNAMIC HT  -         328.835 (meters)    1078.85  (feet)  COMP
 NM1906  MODELED GRAV-     980,276.0   (mgal)                       NAVD 88
 NM1906
 NM1906  VERT ORDER  -  FIRST     CLASS II
 NM1906
 NM1906.The horizontal coordinates were scaled from a topographic map and have
 NM1906.an estimated accuracy of +/- 6 seconds.
 NM1906
 NM1906.The orthometric height was determined by differential leveling
 NM1906.and adjusted by the National Geodetic Survey in June 1991..
 NM1906
 NM1906.The geoid height was determined by GEOID03.
 NM1906
 NM1906.The dynamic height is computed by dividing the NAVD 88
 NM1906.geopotential number by the normal gravity value computed on the
 NM1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1906.degrees latitude (g = 980.6199 gals.).
 NM1906
 NM1906.The modeled gravity was interpolated from observed gravity values.
 NM1906
 NM1906;                    North         East    Units  Estimated Accuracy
 NM1906;SPC IA N     - 1,084,840.    1,274,870.      MT  (+/- 180 meters Scaled)
 NM1906
 NM1906                          SUPERSEDED SURVEY CONTROL
 NM1906
 NM1906.No superseded survey control is available for this station.
 NM1906
 NM1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM287791(NAD 83)
 NM1906_MARKER: DV = VERTICAL CONTROL DISK
 NM1906_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NM1906_SP_SET: GRAIN ELEVATOR
 NM1906_STAMPING: K 181 1989
 NM1906_MARK LOGO: NGS   
 NM1906_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM1906+STABILITY: POSITION/ELEVATION WELL
 NM1906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1906+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NM1906
 NM1906  HISTORY     - Date     Condition        Report By
 NM1906  HISTORY     - 1989     MONUMENTED       NGS
 NM1906
 NM1906                          STATION DESCRIPTION
 NM1906
 NM1906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1906'IN SLOAN, AT THE INTERSECTION OF 3RD STREET AND OLD U.S. HIGHWAY 75,
 NM1906'SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHWESTERLY 1 OF 4
 NM1906'CONCRETE TANKS OF THE FARMERS CEREAL COOPERATIVE GRAIN ELEVATOR, 17.0
 NM1906'M (55.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.8 M
 NM1906'(22.3 FT) SOUTH OF THE EXTENDED CENTER OF 3RD STREET, 4.0 M (13.1 FT)
 NM1906'SOUTHWEST OF THE CENTER OF THE TRUCK ENTRANCE INTO THE ELEVATOR, AND
 NM1906'1.3 M (4.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1438 ***********************************************************************
 LF1438  DESIGNATION -  K 182
 LF1438  PID         -  LF1438
 LF1438  STATE/COUNTY-  IA/MILLS
 LF1438  USGS QUAD   -  ROCK BLUFF (1984)
 LF1438
 LF1438                         *CURRENT SURVEY CONTROL
 LF1438  ___________________________________________________________________
 LF1438* NAD 83(1986)-  40 56 03.     (N)    095 48 09.     (W)     SCALED    
 LF1438* NAVD 88     -       287.696  (meters)     943.88   (feet)  ADJUSTED  
 LF1438  ___________________________________________________________________
 LF1438  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 LF1438  DYNAMIC HT  -         287.572 (meters)     943.48  (feet)  COMP
 LF1438  MODELED GRAV-     980,183.4   (mgal)                       NAVD 88
 LF1438
 LF1438  VERT ORDER  -  FIRST     CLASS II
 LF1438
 LF1438.The horizontal coordinates were scaled from a topographic map and have
 LF1438.an estimated accuracy of +/- 6 seconds.
 LF1438
 LF1438.The orthometric height was determined by differential leveling
 LF1438.and adjusted by the National Geodetic Survey in June 1991..
 LF1438
 LF1438.The geoid height was determined by GEOID03.
 LF1438
 LF1438.The dynamic height is computed by dividing the NAVD 88
 LF1438.geopotential number by the normal gravity value computed on the
 LF1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1438.degrees latitude (g = 980.6199 gals.).
 LF1438
 LF1438.The modeled gravity was interpolated from observed gravity values.
 LF1438
 LF1438;                    North         East    Units  Estimated Accuracy
 LF1438;SPC IA S     -   106,300.      306,120.      MT  (+/- 180 meters Scaled)
 LF1438
 LF1438                          SUPERSEDED SURVEY CONTROL
 LF1438
 LF1438.No superseded survey control is available for this station.
 LF1438
 LF1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF640352(NAD 83)
 LF1438_MARKER: I = METAL ROD
 LF1438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1438_SP_SET: STAINLESS STEEL ROD
 LF1438_STAMPING: K 182 1989
 LF1438_MARK LOGO: NGS   
 LF1438_PROJECTION: FLUSH
 LF1438_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1438+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1438_ROD/PIPE-DEPTH: 29.3 meters
 LF1438
 LF1438  HISTORY     - Date     Condition        Report By
 LF1438  HISTORY     - 1989     MONUMENTED       NGS
 LF1438
 LF1438                          STATION DESCRIPTION
 LF1438
 LF1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1438'6.1 KM (3.80 MI) NORTHERLY ALONG COUNTY ROAD L 31 FROM THE JUNCTION OF
 LF1438'THE BURLINGTON NORTHERN RAILROAD IN BARTLETT, 3.9 KM (2.40 MI) NORTH
 LF1438'OF THE FREMONT-MILLS COUNTY LINE, 77.1 M (253.0 FT) SOUTH OF THE
 LF1438'CENTER OF A DRIVEWAY LEADING WEST TO A HOUSE, 10.9 M (35.8 FT) WEST OF
 LF1438'THE CENTER OF THE ROAD, 6.7 M (22.0 FT) NORTH OF THE CENTER OF A FIELD
 LF1438'ENTRANCE, 0.9 M (3.0 FT) NORTH OF A FENCE CORNER, 0.6 M (2.0 FT) BELOW
 LF1438'THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND
 LF1438'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9287 ***********************************************************************
 AE9287  DESIGNATION -  K 183
 AE9287  PID         -  AE9287
 AE9287  STATE/COUNTY-  IA/HARRISON
 AE9287  USGS QUAD   -  PISGAH (1971)
 AE9287
 AE9287                         *CURRENT SURVEY CONTROL
 AE9287  ___________________________________________________________________
 AE9287* NAD 83(1986)-  41 48 45.     (N)    095 59 53.     (W)     SCALED    
 AE9287* NAVD 88     -       369.429  (meters)    1212.04   (feet)  ADJUSTED  
 AE9287  ___________________________________________________________________
 AE9287  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AE9287  DYNAMIC HT  -         369.282 (meters)    1211.55  (feet)  COMP
 AE9287  MODELED GRAV-     980,212.2   (mgal)                       NAVD 88
 AE9287
 AE9287  VERT ORDER  -  FIRST     CLASS II
 AE9287
 AE9287.The horizontal coordinates were scaled from a topographic map and have
 AE9287.an estimated accuracy of +/- 6 seconds.
 AE9287
 AE9287.The orthometric height was determined by differential leveling
 AE9287.and adjusted by the National Geodetic Survey in July 2002..
 AE9287
 AE9287.The geoid height was determined by GEOID03.
 AE9287
 AE9287.The dynamic height is computed by dividing the NAVD 88
 AE9287.geopotential number by the normal gravity value computed on the
 AE9287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9287.degrees latitude (g = 980.6199 gals.).
 AE9287
 AE9287.The modeled gravity was interpolated from observed gravity values.
 AE9287
 AE9287;                    North         East    Units  Estimated Accuracy
 AE9287;SPC IA S     -   204,260.      292,460.      MT  (+/- 180 meters Scaled)
 AE9287
 AE9287                          SUPERSEDED SURVEY CONTROL
 AE9287
 AE9287.No superseded survey control is available for this station.
 AE9287
 AE9287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG509333(NAD 83)
 AE9287_MARKER: I = METAL ROD
 AE9287_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9287_STAMPING: K 183 1997
 AE9287_MARK LOGO: NGS   
 AE9287_PROJECTION: FLUSH
 AE9287_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9287+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9287_ROD/PIPE-DEPTH: 18.3 meters
 AE9287_SLEEVE-DEPTH  : 0.9 meters
 AE9287
 AE9287  HISTORY     - Date     Condition        Report By
 AE9287  HISTORY     - 1997     MONUMENTED       NGS
 AE9287
 AE9287                          STATION DESCRIPTION
 AE9287
 AE9287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9287'2.3 KM (1.40 MI) EASTERLY ALONG MULBERRY STREET AND THEN 138TH TRAIL
 AE9287'FROM THE POST OFFICE IN LITTLE SIOUX, 11.5 M (37.7 FT) SOUTH OF THE
 AE9287'TRAIL CENTER, 3.8 KM (2.35 MI) EAST OF THE CENTER OF A GATE, 1.5 M
 AE9287'(4.9 FT) ABOVE THE LEVEL OF THE TRAIL, AND 0.5 M (1.6 FT) NORTH OF A
 AE9287'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AE9287'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE9287'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0150 ***********************************************************************
 OP0150  DESIGNATION -  K 19
 OP0150  PID         -  OP0150
 OP0150  STATE/COUNTY-  IA/EMMET
 OP0150  USGS QUAD   -  WALLINGFORD (1972)
 OP0150
 OP0150                         *CURRENT SURVEY CONTROL
 OP0150  ___________________________________________________________________
 OP0150* NAD 83(1986)-  43 15 47.     (N)    094 46 07.     (W)     SCALED    
 OP0150* NAVD 88     -       382.349  (meters)    1254.42   (feet)  ADJUSTED  
 OP0150  ___________________________________________________________________
 OP0150  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 OP0150  DYNAMIC HT  -         382.238 (meters)    1254.06  (feet)  COMP
 OP0150  MODELED GRAV-     980,317.3   (mgal)                       NAVD 88
 OP0150
 OP0150  VERT ORDER  -  SECOND    CLASS 0
 OP0150
 OP0150.The horizontal coordinates were scaled from a topographic map and have
 OP0150.an estimated accuracy of +/- 6 seconds.
 OP0150
 OP0150.The orthometric height was determined by differential leveling
 OP0150.and adjusted by the National Geodetic Survey in June 1991..
 OP0150
 OP0150.The geoid height was determined by GEOID03.
 OP0150
 OP0150.The dynamic height is computed by dividing the NAVD 88
 OP0150.geopotential number by the normal gravity value computed on the
 OP0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0150.degrees latitude (g = 980.6199 gals.).
 OP0150
 OP0150.The modeled gravity was interpolated from observed gravity values.
 OP0150
 OP0150;                    North         East    Units  Estimated Accuracy
 OP0150;SPC IA N     - 1,196,610.    1,397,000.      MT  (+/- 180 meters Scaled)
 OP0150
 OP0150                          SUPERSEDED SURVEY CONTROL
 OP0150
 OP0150  NGVD 29 (??/??/92)  382.239  (m)         1254.06   (f) ADJ UNCH    2 0
 OP0150
 OP0150.Superseded values are not recommended for survey control.
 OP0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0150.See file dsdata.txt to determine how the superseded data were derived.
 OP0150
 OP0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH564915(NAD 83)
 OP0150_MARKER: DB = BENCH MARK DISK
 OP0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0150_STAMPING: K 19 1934
 OP0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0150+STABILITY: SURFACE MOTION
 OP0150
 OP0150  HISTORY     - Date     Condition        Report By
 OP0150  HISTORY     - 1934     MONUMENTED       CGS
 OP0150  HISTORY     - 1970     MARK NOT FOUND   USGS
 OP0150
 OP0150                          STATION DESCRIPTION
 OP0150
 OP0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0150'2.2 MI NW FROM GRAETTINGER.
 OP0150'IN EMMET COUNTY, 2.2 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND
 OP0150'AND PACIFIC RAILWAY FROM THE STATION AT GRAETTINGER, PALO ALTO COUNTY,
 OP0150'330 FEET NORTHWEST OF MILEPOLE 196+20, 46.3 FEET NORTHEAST OF THE
 OP0150'NORTHEAST RAIL OF THE MAIN TRACK, 34.3 FEET SOUTHWEST OF THE
 OP0150'RIGHT-OF-WAY FENCE, AND 15 FEET WEST OF THE CENTERLINE OF THE OLD
 OP0150'HIGHWAY.  A STANDARD DISK, STAMPED K 19 1934 AND SET IN THE TOP OF A
 OP0150'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 OP0150
 OP0150                          STATION RECOVERY (1970)
 OP0150
 OP0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OP0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0022 ***********************************************************************
 NL0022  DESIGNATION -  K 2
 NL0022  PID         -  NL0022
 NL0022  STATE/COUNTY-  IA/HUMBOLDT
 NL0022  USGS QUAD   -  HUMBOLDT (1979)
 NL0022
 NL0022                         *CURRENT SURVEY CONTROL
 NL0022  ___________________________________________________________________
 NL0022* NAD 83(1986)-  42 39 55.     (N)    094 10 07.     (W)     SCALED    
 NL0022* NAVD 88     -       337.886  (meters)    1108.55   (feet)  ADJUSTED  
 NL0022  ___________________________________________________________________
 NL0022  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 NL0022  DYNAMIC HT  -         337.771 (meters)    1108.17  (feet)  COMP
 NL0022  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 NL0022
 NL0022  VERT ORDER  -  FIRST     CLASS II
 NL0022
 NL0022.The horizontal coordinates were scaled from a topographic map and have
 NL0022.an estimated accuracy of +/- 6 seconds.
 NL0022
 NL0022.The orthometric height was determined by differential leveling
 NL0022.and adjusted by the National Geodetic Survey in June 1991..
 NL0022
 NL0022.The geoid height was determined by GEOID03.
 NL0022
 NL0022.The dynamic height is computed by dividing the NAVD 88
 NL0022.geopotential number by the normal gravity value computed on the
 NL0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0022.degrees latitude (g = 980.6199 gals.).
 NL0022
 NL0022.The modeled gravity was interpolated from observed gravity values.
 NL0022
 NL0022;                    North         East    Units  Estimated Accuracy
 NL0022;SPC IA N     - 1,129,650.    1,445,190.      MT  (+/- 180 meters Scaled)
 NL0022
 NL0022                          SUPERSEDED SURVEY CONTROL
 NL0022
 NL0022  NGVD 29 (??/??/92)  337.832  (m)         1108.37   (f) ADJ UNCH    1 2
 NL0022
 NL0022.Superseded values are not recommended for survey control.
 NL0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0022.See file dsdata.txt to determine how the superseded data were derived.
 NL0022
 NL0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH042243(NAD 83)
 NL0022_MARKER: DB = BENCH MARK DISK
 NL0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0022_SP_SET: BRIDGE
 NL0022_STAMPING: 1108.370 K 2 1930
 NL0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0022
 NL0022  HISTORY     - Date     Condition        Report By
 NL0022  HISTORY     - 1930     MONUMENTED       CGS
 NL0022  HISTORY     - 1934     GOOD             NGS
 NL0022
 NL0022                          STATION DESCRIPTION
 NL0022
 NL0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0022'3 MI N FROM BADGER.
 NL0022'IN HUMBOLDT COUNTY, 3.0 MILES NORTH ALONG THE MINNEAPOLIS AND
 NL0022'ST. LOUIS RAILROAD FROM BADGER, WEBSTER COUNTY, AT BRIDGE 140 OVER
 NL0022'A HIGHWAY, AND IN THE NORTH END OF THE WEST ABUTMENT.  A STANDARD
 NL0022'DISK, STAMPED 1108.370 K 2 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0520 ***********************************************************************
 OP0520  DESIGNATION -  K 20
 OP0520  PID         -  OP0520
 OP0520  STATE/COUNTY-  IA/DICKINSON
 OP0520  USGS QUAD   -  LAKE PARK (1970)
 OP0520
 OP0520                         *CURRENT SURVEY CONTROL
 OP0520  ___________________________________________________________________
 OP0520* NAD 83(1986)-  43 27 10.     (N)    095 19 19.     (W)     SCALED    
 OP0520* NAVD 88     -       445.917  (meters)    1462.98   (feet)  ADJUSTED  
 OP0520  ___________________________________________________________________
 OP0520  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 OP0520  DYNAMIC HT  -         445.801 (meters)    1462.60  (feet)  COMP
 OP0520  MODELED GRAV-     980,344.6   (mgal)                       NAVD 88
 OP0520
 OP0520  VERT ORDER  -  SECOND    CLASS 0
 OP0520
 OP0520.The horizontal coordinates were scaled from a topographic map and have
 OP0520.an estimated accuracy of +/- 6 seconds.
 OP0520
 OP0520.The orthometric height was determined by differential leveling
 OP0520.and adjusted by the National Geodetic Survey in June 1991..
 OP0520
 OP0520.The geoid height was determined by GEOID03.
 OP0520
 OP0520.The dynamic height is computed by dividing the NAVD 88
 OP0520.geopotential number by the normal gravity value computed on the
 OP0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0520.degrees latitude (g = 980.6199 gals.).
 OP0520
 OP0520.The modeled gravity was interpolated from observed gravity values.
 OP0520
 OP0520;                    North         East    Units  Estimated Accuracy
 OP0520;SPC IA N     - 1,218,510.    1,352,540.      MT  (+/- 180 meters Scaled)
 OP0520
 OP0520                          SUPERSEDED SURVEY CONTROL
 OP0520
 OP0520  NGVD 29 (??/??/92)  445.752  (m)         1462.44   (f) ADJ UNCH    2 0
 OP0520
 OP0520.Superseded values are not recommended for survey control.
 OP0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0520.See file dsdata.txt to determine how the superseded data were derived.
 OP0520
 OP0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ121137(NAD 83)
 OP0520_MARKER: DB = BENCH MARK DISK
 OP0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0520_STAMPING: K 20 1934
 OP0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0520+STABILITY: SURFACE MOTION
 OP0520
 OP0520  HISTORY     - Date     Condition        Report By
 OP0520  HISTORY     - 1934     MONUMENTED       CGS
 OP0520  HISTORY     - 1959     MARK NOT FOUND   NGS
 OP0520
 OP0520                          STATION DESCRIPTION
 OP0520
 OP0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OP0520'IN LAKE PARK.
 OP0520'AT LAKE PARK, DICKINSON COUNTY, 183 FEET SOUTHEAST OF THE SOUTHEAST
 OP0520'CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION, 105.8
 OP0520'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 42.9 FEET EAST OF THE
 OP0520'CENTER OF A ROAD CROSSING, 20 FEET EAST OF THE CENTERLINE OF A
 OP0520'CONCRETE HEADWALL OF AN 18-INCH TERRA COTTA PIPE, 14.7 FEET SOUTH OF
 OP0520'THE SOUTH RAIL OF THE SOUTH SIDETRACK, 5 FEET EAST OF THE CORNER OF A
 OP0520'WIRE FENCE, AND 1.3 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE.  A
 OP0520'STANDARD DISK, STAMPED K 20 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0520'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0174 ***********************************************************************
 OP0174  DESIGNATION -  K 21
 OP0174  PID         -  OP0174
 OP0174  STATE/COUNTY-  IA/EMMET
 OP0174  USGS QUAD   -  WALLINGFORD (1972)
 OP0174
 OP0174                         *CURRENT SURVEY CONTROL
 OP0174  ___________________________________________________________________
 OP0174* NAD 83(1986)-  43 20 04.     (N)    094 52 17.     (W)     SCALED    
 OP0174* NAVD 88     -       441.332  (meters)    1447.94   (feet)  ADJUSTED  
 OP0174  ___________________________________________________________________
 OP0174  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 OP0174  DYNAMIC HT  -         441.204 (meters)    1447.52  (feet)  COMP
 OP0174  MODELED GRAV-     980,317.0   (mgal)                       NAVD 88
 OP0174
 OP0174  VERT ORDER  -  SECOND    CLASS 0
 OP0174
 OP0174.The horizontal coordinates were scaled from a topographic map and have
 OP0174.an estimated accuracy of +/- 6 seconds.
 OP0174
 OP0174.The orthometric height was determined by differential leveling
 OP0174.and adjusted by the National Geodetic Survey in June 1991..
 OP0174
 OP0174.The geoid height was determined by GEOID03.
 OP0174
 OP0174.The dynamic height is computed by dividing the NAVD 88
 OP0174.geopotential number by the normal gravity value computed on the
 OP0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0174.degrees latitude (g = 980.6199 gals.).
 OP0174
 OP0174.The modeled gravity was interpolated from observed gravity values.
 OP0174
 OP0174;                    North         East    Units  Estimated Accuracy
 OP0174;SPC IA N     - 1,204,670.    1,388,790.      MT  (+/- 180 meters Scaled)
 OP0174
 OP0174                          SUPERSEDED SURVEY CONTROL
 OP0174
 OP0174  NGVD 29 (??/??/92)  441.201  (m)         1447.51   (f) ADJ UNCH    2 0
 OP0174
 OP0174.Superseded values are not recommended for survey control.
 OP0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0174.See file dsdata.txt to determine how the superseded data were derived.
 OP0174
 OP0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH482996(NAD 83)
 OP0174_MARKER: DB = BENCH MARK DISK
 OP0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0174_STAMPING: K 21 1934
 OP0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0174+STABILITY: SURFACE MOTION
 OP0174
 OP0174  HISTORY     - Date     Condition        Report By
 OP0174  HISTORY     - 1934     MONUMENTED       CGS
 OP0174  HISTORY     - 1970     MARK NOT FOUND   USGS
 OP0174
 OP0174                          STATION DESCRIPTION
 OP0174
 OP0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0174'5.8 MI NE FROM TERRIL.
 OP0174'IN EMMET COUNTY, 5.8 MILES NORTHEAST ALONG THE MINNEAPOLIS AND ST.
 OP0174'LOUIS RAILROAD FROM THE STATION AT TERRIL, DICKINSON COUNTY, 0.3 MILE
 OP0174'SOUTHWEST OF THE STATION AT RALEIGH, 330 FEET SOUTHWEST OF MILEPOST
 OP0174'177, 44.8 FEET SOUTHEAST OF THE EAST RAIL, AND 1.5 FEET NORTHWEST OF
 OP0174'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 21 1934 AND SET IN
 OP0174'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OP0174
 OP0174                          STATION RECOVERY (1970)
 OP0174
 OP0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OP0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0234 ***********************************************************************
 NL0234  DESIGNATION -  K 22
 NL0234  PID         -  NL0234
 NL0234  STATE/COUNTY-  IA/BUENA VISTA
 NL0234  USGS QUAD   -  ALBERT CITY (1971)
 NL0234
 NL0234                         *CURRENT SURVEY CONTROL
 NL0234  ___________________________________________________________________
 NL0234* NAD 83(1986)-  42 51 05.     (N)    094 58 32.     (W)     SCALED    
 NL0234* NAVD 88     -       421.490  (meters)    1382.84   (feet)  ADJUSTED  
 NL0234  ___________________________________________________________________
 NL0234  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 NL0234  DYNAMIC HT  -         421.351 (meters)    1382.38  (feet)  COMP
 NL0234  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 NL0234
 NL0234  VERT ORDER  -  SECOND    CLASS 0
 NL0234
 NL0234.The horizontal coordinates were scaled from a topographic map and have
 NL0234.an estimated accuracy of +/- 6 seconds.
 NL0234
 NL0234.The orthometric height was determined by differential leveling
 NL0234.and adjusted by the National Geodetic Survey in June 1991..
 NL0234
 NL0234.The geoid height was determined by GEOID03.
 NL0234
 NL0234.The dynamic height is computed by dividing the NAVD 88
 NL0234.geopotential number by the normal gravity value computed on the
 NL0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0234.degrees latitude (g = 980.6199 gals.).
 NL0234
 NL0234.The modeled gravity was interpolated from observed gravity values.
 NL0234
 NL0234;                    North         East    Units  Estimated Accuracy
 NL0234;SPC IA N     - 1,151,160.    1,379,400.      MT  (+/- 180 meters Scaled)
 NL0234
 NL0234                          SUPERSEDED SURVEY CONTROL
 NL0234
 NL0234  NGVD 29 (??/??/92)  421.38   (m)         1382.5    (f) COMPUTED    2 0
 NL0234
 NL0234.Superseded values are not recommended for survey control.
 NL0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0234.See file dsdata.txt to determine how the superseded data were derived.
 NL0234
 NL0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH385462(NAD 83)
 NL0234_MARKER: DB = BENCH MARK DISK
 NL0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0234_STAMPING: K-22--1934
 NL0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0234+STABILITY: SURFACE MOTION
 NL0234
 NL0234  HISTORY     - Date     Condition        Report By
 NL0234  HISTORY     - 1934     MONUMENTED       CGS
 NL0234  HISTORY     - 1934     GOOD             NGS
 NL0234
 NL0234                          STATION DESCRIPTION
 NL0234
 NL0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0234'0.5 MI S FROM MARATHON.
 NL0234'K-22 IS LOCATED 0.5 OF MILE SOUTH OF STATION AT MARATHON,
 NL0234'147 YARDS SOUTH OF M.P. 134, 46 FEET EAST OF EAST RAIL OF TRACK,
 NL0234'27 YARDS NORTH OF INTERSECTION WITH STATE HWY. 10, 1.7 FEET
 NL0234'WEST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0235 ***********************************************************************
 NL0235  FBN         -  This is a Federal Base Network Control Station.
 NL0235  DESIGNATION -  K 22 RESET
 NL0235  PID         -  NL0235
 NL0235  STATE/COUNTY-  IA/BUENA VISTA
 NL0235  USGS QUAD   -  ALBERT CITY (1971)
 NL0235
 NL0235                         *CURRENT SURVEY CONTROL
 NL0235  ___________________________________________________________________
 NL0235* NAD 83(1996)-  42 51 05.75070(N)    094 58 33.16001(W)     ADJUSTED  
 NL0235* NAVD 88     -       421.37   (meters)    1382.4    (feet)  RESET     
 NL0235  ___________________________________________________________________
 NL0235  X           -    -406,226.899 (meters)                     COMP
 NL0235  Y           -  -4,665,818.538 (meters)                     COMP
 NL0235  Z           -   4,315,696.971 (meters)                     COMP
 NL0235  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 NL0235  ELLIP HEIGHT-         392.63  (meters)          (07/28/03) GPS OBS
 NL0235  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 NL0235
 NL0235  HORZ ORDER  -  B
 NL0235  VERT ORDER  -  THIRD
 NL0235  ELLP ORDER  -  FOURTH    CLASS I
 NL0235
 NL0235.The horizontal coordinates were established by GPS observations
 NL0235.and adjusted by the National Geodetic Survey in August 1997..
 NL0235
 NL0235.The orthometric height was computed from unverified reset data.
 NL0235.No vertical observational check was made to the station.
 NL0235
 NL0235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0235
 NL0235.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0235
 NL0235.The ellipsoidal height was determined by GPS observations
 NL0235.and is referenced to NAD 83.
 NL0235
 NL0235.The geoid height was determined by GEOID03.
 NL0235
 NL0235;                    North         East     Units Scale Factor Converg.
 NL0235;SPC IA N     - 1,151,184.653 1,379,378.375   MT  0.99995051   -1 00 01.0
 NL0235;UTM  15      - 4,746,228.731   338,559.958   MT  0.99992064   -1 20 38.7
 NL0235
 NL0235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0235!SPC IA N     -   0.99993843  x   0.99995051  =   0.99988894
 NL0235!UTM  15      -   0.99993843  x   0.99992064  =   0.99985907
 NL0235
 NL0235                          SUPERSEDED SURVEY CONTROL
 NL0235
 NL0235  NAD 83(1986)-  42 51 05.74697(N)    094 58 33.15089(W) AD(       ) 3
 NL0235  NAVD 88 (07/28/03)  421.37   (m)         1382.4    (f) LEVELING    3  
 NL0235  NGVD 29 (??/??/??)  421.26   (m)         1382.1    (f) RESET       3  
 NL0235
 NL0235.Superseded values are not recommended for survey control.
 NL0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0235.See file dsdata.txt to determine how the superseded data were derived.
 NL0235
 NL0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH3856046229(NAD 83)
 NL0235_MARKER: DB = BENCH MARK DISK
 NL0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0235_SP_SET: CONCRETE POST
 NL0235_STAMPING: K 22 RESET 1946
 NL0235_MARK LOGO: CGS   
 NL0235_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0235+STABILITY: SURFACE MOTION
 NL0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0235+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 NL0235
 NL0235  HISTORY     - Date     Condition        Report By
 NL0235  HISTORY     - 1946     MONUMENTED       IAHD
 NL0235  HISTORY     - 19890622 GOOD             NGS
 NL0235  HISTORY     - 19960924 GOOD             IADT
 NL0235  HISTORY     - 20030205 GOOD             IADT
 NL0235
 NL0235                          STATION DESCRIPTION
 NL0235
 NL0235'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1946
 NL0235'0.5 MI S FROM MARATHON.
 NL0235'0.5 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0235'PACIFIC RAILROAD FROM THE STATION AT MARATHON, 98 YARDS SOUTH
 NL0235'OF MILEPOST 134, AT THE CROSSING OF STATE HIGHWAY 10, 185 FEET
 NL0235'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 49 FEET EAST OF THE
 NL0235'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED K 22 RESET
 NL0235'1946 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH
 NL0235'MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS
 NL0235'OF THE STATE HIGHWAY COMMISSION IN THE SPRING OF 1946.
 NL0235
 NL0235                          STATION RECOVERY (1989)
 NL0235
 NL0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NL0235'THE STATION IS LOCATED ABOUT 1.4 KM (0.85 MI) SOUTH-SOUTHEAST OF
 NL0235'MARATHON, 8.05 KM (5.00 MI) WEST OF THE BUENA VISTA-POCAHONTAS COUNTY
 NL0235'LINE AND AT THE CHICAGO NORTHWEST RAILROAD CROSSING.
 NL0235'OWNERSHIP--UNKNOWN.
 NL0235'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10 AND COUNTY
 NL0235'ROAD M 54, ABOUT 1.1 KM (0.70 MI) SOUTH OF MARATHON, GO EAST ON STATE
 NL0235'HIGHWAY 10 FOR 1.4 KM (0.85 MI) TO THE CROSSING OF THE CHICAGO
 NL0235'NORTHWESTERN RAILROAD AND THE STATION ON THE LEFT ON THE EAST SIDE OF
 NL0235'THE TRACKS AND ALONG THE WEST SIDE OF A BARBED WIRE FENCE AND NEAR THE
 NL0235'SOUTH END POST OF THE FENCE.
 NL0235'THE STATION IS A STANDARD CGS BENCHMARK DISK ABOUT FLUSH WITH THE
 NL0235'GROUND.  LOCATED 66.2 M (217.2 FT) NORTH OF THE CENTER OF STATE
 NL0235'HIGHWAY 10, 58.3 M (191.3 FT) NORTH-NORTHEAST OF A RAILROAD SIGNAL
 NL0235'POST ON THE NORTH SIDE OF STATE HIGHWAY 10, 14.3 M (46.9 FT) EAST OF
 NL0235'THE EAST RAIL OF THE TRACKS, 8.0 M (26.2 FT) NORTH-NORTHWEST OF THE
 NL0235'SOUTH END POST OF A BARBED WIRE FENCE AND 7.9 M (25.9 FT) NORTH OF A
 NL0235'FIBERGLASS WITNESS POST.
 NL0235'DESCRIBED BY M. L. MCCREADY.
 NL0235
 NL0235                          STATION RECOVERY (1996)
 NL0235
 NL0235'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 NL0235'RECOVERED AS DESCRIBED IN 1996 BY IOWA DOT, WITH THE FOLLOWING
 NL0235'UPDATES.  A PINK STATE HARN SURVEY SIGN WAS SET AT A DISTANCE OF 0.75
 NL0235'M (2.46 FT) NORTHWEST OF THE MONUMENT.  A WHITE SURVEY WITNESS SIGN
 NL0235'WAS NAILED TO THE SOUTH FENCE END POST, AND A FIBERGLASS (ORANGE)
 NL0235'WITNESS POST WAS SET DIRECTLY BESIDE THE FENCE POST.  THESE WERE
 NL0235'MEASURED AT A DISTANCE OF 0.8 M (2.6 FT) SOUTHEAST OF THE MONUMENT,
 NL0235'NOT THE EIGHT METERS PREVIOUSLY DESCRIBED IN 1989.  THE FENCE
 NL0235'PARALLELS THE RAILROAD TRACKS AND IS 0.4 M (1.3 FT) FROM THE MONUMENT
 NL0235'AT RIGHT ANGLES.
 NL0235
 NL0235                          STATION RECOVERY (2003)
 NL0235
 NL0235'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003
 NL0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0200 ***********************************************************************
 NL0200  DESIGNATION -  K 23
 NL0200  PID         -  NL0200
 NL0200  STATE/COUNTY-  IA/POCAHONTAS
 NL0200  USGS QUAD   -  NEWELL EAST (1979)
 NL0200
 NL0200                         *CURRENT SURVEY CONTROL
 NL0200  ___________________________________________________________________
 NL0200* NAD 83(1986)-  42 35 31.     (N)    094 54 53.     (W)     SCALED    
 NL0200* NAVD 88     -       383.332  (meters)    1257.65   (feet)  ADJUSTED  
 NL0200  ___________________________________________________________________
 NL0200  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 NL0200  DYNAMIC HT  -         383.204 (meters)    1257.23  (feet)  COMP
 NL0200  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 NL0200
 NL0200  VERT ORDER  -  SECOND    CLASS 0
 NL0200
 NL0200.The horizontal coordinates were scaled from a topographic map and have
 NL0200.an estimated accuracy of +/- 6 seconds.
 NL0200
 NL0200.The orthometric height was determined by differential leveling
 NL0200.and adjusted by the National Geodetic Survey in June 1991..
 NL0200
 NL0200.The geoid height was determined by GEOID03.
 NL0200
 NL0200.The dynamic height is computed by dividing the NAVD 88
 NL0200.geopotential number by the normal gravity value computed on the
 NL0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0200.degrees latitude (g = 980.6199 gals.).
 NL0200
 NL0200.The modeled gravity was interpolated from observed gravity values.
 NL0200
 NL0200;                    North         East    Units  Estimated Accuracy
 NL0200;SPC IA N     - 1,122,260.    1,383,890.      MT  (+/- 180 meters Scaled)
 NL0200
 NL0200                          SUPERSEDED SURVEY CONTROL
 NL0200
 NL0200  NGVD 29 (??/??/92)  383.242  (m)         1257.35   (f) ADJ UNCH    2 0
 NL0200
 NL0200.Superseded values are not recommended for survey control.
 NL0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0200.See file dsdata.txt to determine how the superseded data were derived.
 NL0200
 NL0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH429172(NAD 83)
 NL0200_MARKER: DB = BENCH MARK DISK
 NL0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0200_STAMPING: K 23 1934
 NL0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0200+STABILITY: SURFACE MOTION
 NL0200
 NL0200  HISTORY     - Date     Condition        Report By
 NL0200  HISTORY     - 1934     MONUMENTED       CGS
 NL0200
 NL0200                          STATION DESCRIPTION
 NL0200
 NL0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0200'3.9 MI W FROM FONDA.
 NL0200'IN POCAHONTAS COUNTY, 3.9 MILES WEST ALONG THE ILLINOIS CENTRAL
 NL0200'RAILWAY FROM THE STATION AT FONDA, 4.5 MILES EAST OF NEWELL,
 NL0200'BUENA VISTA COUNTY, AT A ROAD CROSSING, 51 FEET EAST OF THE
 NL0200'CENTERLINE OF FENCE POST, AND 1.5 FEET SOUTH OF THE FENCE.
 NL0200'A STANDARD DISK, STAMPED K 23 1934 AND SET IN THE TOP OF A
 NL0200'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0462 ***********************************************************************
 NL0462  DESIGNATION -  K 24
 NL0462  PID         -  NL0462
 NL0462  STATE/COUNTY-  IA/CHEROKEE
 NL0462  USGS QUAD   -  CHEROKEE SOUTH (1969)
 NL0462
 NL0462                         *CURRENT SURVEY CONTROL
 NL0462  ___________________________________________________________________
 NL0462* NAD 83(1986)-  42 42 56.     (N)    095 33 15.     (W)     SCALED    
 NL0462* NAVD 88     -       374.332  (meters)    1228.12   (feet)  ADJUSTED  
 NL0462  ___________________________________________________________________
 NL0462  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 NL0462  DYNAMIC HT  -         374.214 (meters)    1227.73  (feet)  COMP
 NL0462  MODELED GRAV-     980,295.5   (mgal)                       NAVD 88
 NL0462
 NL0462  VERT ORDER  -  SECOND    CLASS 0
 NL0462
 NL0462.The horizontal coordinates were scaled from a topographic map and have
 NL0462.an estimated accuracy of +/- 6 seconds.
 NL0462
 NL0462.The orthometric height was determined by differential leveling
 NL0462.and adjusted by the National Geodetic Survey in June 1991..
 NL0462
 NL0462.The geoid height was determined by GEOID03.
 NL0462
 NL0462.The dynamic height is computed by dividing the NAVD 88
 NL0462.geopotential number by the normal gravity value computed on the
 NL0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0462.degrees latitude (g = 980.6199 gals.).
 NL0462
 NL0462.The modeled gravity was interpolated from observed gravity values.
 NL0462
 NL0462;                    North         East    Units  Estimated Accuracy
 NL0462;SPC IA N     - 1,137,060.    1,331,760.      MT  (+/- 180 meters Scaled)
 NL0462
 NL0462                          SUPERSEDED SURVEY CONTROL
 NL0462
 NL0462  NGVD 29 (??/??/92)  374.163  (m)         1227.57   (f) ADJ UNCH    2 0
 NL0462
 NL0462.Superseded values are not recommended for survey control.
 NL0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0462.See file dsdata.txt to determine how the superseded data were derived.
 NL0462
 NL0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH908323(NAD 83)
 NL0462_MARKER: DB = BENCH MARK DISK
 NL0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0462_STAMPING: K 24 1934
 NL0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0462+STABILITY: SURFACE MOTION
 NL0462
 NL0462  HISTORY     - Date     Condition        Report By
 NL0462  HISTORY     - 1934     MONUMENTED       CGS
 NL0462  HISTORY     - 1972     GOOD             NGS
 NL0462
 NL0462                          STATION DESCRIPTION
 NL0462
 NL0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0462'2.4 MI S FROM CHEROKEE.
 NL0462'2.4 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0462'STATION AT CHEROKEE, CHEROKEE COUNTY, 0.9 MILE SOUTHEAST OF
 NL0462'ONAWA JUNCTION, AND 7.6 FEET SOUTH OF THE NORTHEAST CORNER OF
 NL0462'THE EAST PIER OF THE BRIDGE OVER STATE HIGHWAY 73.  A STANDARD
 NL0462'DISK, STAMPED K 24 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0462'LEVEL WITH THE GROUND.
 NL0462
 NL0462                          STATION RECOVERY (1972)
 NL0462
 NL0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NL0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0463 ***********************************************************************
 NL0463  DESIGNATION -  K 24 RESET
 NL0463  PID         -  NL0463
 NL0463  STATE/COUNTY-  IA/CHEROKEE
 NL0463  USGS QUAD   -  CHEROKEE SOUTH (1969)
 NL0463
 NL0463                         *CURRENT SURVEY CONTROL
 NL0463  ___________________________________________________________________
 NL0463* NAD 83(1986)-  42 42 55.     (N)    095 33 15.     (W)     SCALED    
 NL0463* NAVD 88     -       374.01   (meters)    1227.1    (feet)  RESET     
 NL0463  ___________________________________________________________________
 NL0463  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 NL0463
 NL0463  VERT ORDER  -  THIRD
 NL0463
 NL0463.The horizontal coordinates were scaled from a topographic map and have
 NL0463.an estimated accuracy of +/- 6 seconds.
 NL0463
 NL0463.The orthometric height was computed from unverified reset data.
 NL0463
 NL0463.The geoid height was determined by GEOID03.
 NL0463
 NL0463;                    North         East    Units  Estimated Accuracy
 NL0463;SPC IA N     - 1,137,030.    1,331,760.      MT  (+/- 180 meters Scaled)
 NL0463
 NL0463                          SUPERSEDED SURVEY CONTROL
 NL0463
 NL0463.No superseded survey control is available for this station.
 NL0463
 NL0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH908323(NAD 83)
 NL0463_MARKER: DB = BENCH MARK DISK
 NL0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0463_SP_SET: CULVERT
 NL0463_STAMPING: K 24 RESET 1972
 NL0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0463
 NL0463  HISTORY     - Date     Condition        Report By
 NL0463  HISTORY     - 1972     MONUMENTED       NGS
 NL0463
 NL0463                          STATION DESCRIPTION
 NL0463
 NL0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NL0463'AT CHEROKEE.
 NL0463'THE BENCH MARK IS A STANDARD DISK STAMPED K 24 RESET 1972,
 NL0463'CEMENTED IN A DRILL HOLE IN A 4 FEET BY 4 FEET REINFORCED
 NL0463'CONCRETE BOXED CULVERT UNDER U.S. HIGHWAY 59, ABOUT 200 FEET
 NL0463'SOUTH OF THE RAILROAD TRACK, IN THE EAST END OF THE CULVERT
 NL0463'AND AT THE EAST PART OF CHEROKEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0058 ***********************************************************************
 NM0058  DESIGNATION -  K 25
 NM0058  PID         -  NM0058
 NM0058  STATE/COUNTY-  IA/PLYMOUTH
 NM0058  USGS QUAD   -  LE MARS (1985)
 NM0058
 NM0058                         *CURRENT SURVEY CONTROL
 NM0058  ___________________________________________________________________
 NM0058* NAD 83(1986)-  42 48 10.     (N)    096 08 37.     (W)     SCALED    
 NM0058* NAVD 88     -       372.957  (meters)    1223.61   (feet)  ADJUSTED  
 NM0058  ___________________________________________________________________
 NM0058  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 NM0058  DYNAMIC HT  -         372.848 (meters)    1223.25  (feet)  COMP
 NM0058  MODELED GRAV-     980,317.1   (mgal)                       NAVD 88
 NM0058
 NM0058  VERT ORDER  -  SECOND    CLASS 0
 NM0058
 NM0058.The horizontal coordinates were scaled from a topographic map and have
 NM0058.an estimated accuracy of +/- 6 seconds.
 NM0058
 NM0058.The orthometric height was determined by differential leveling
 NM0058.and adjusted by the National Geodetic Survey in June 1991..
 NM0058
 NM0058.The geoid height was determined by GEOID03.
 NM0058
 NM0058.The dynamic height is computed by dividing the NAVD 88
 NM0058.geopotential number by the normal gravity value computed on the
 NM0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0058.degrees latitude (g = 980.6199 gals.).
 NM0058
 NM0058.The modeled gravity was interpolated from observed gravity values.
 NM0058
 NM0058;                    North         East    Units  Estimated Accuracy
 NM0058;SPC IA N     - 1,148,090.    1,283,800.      MT  (+/- 180 meters Scaled)
 NM0058
 NM0058                          SUPERSEDED SURVEY CONTROL
 NM0058
 NM0058  NGVD 29 (??/??/92)  372.766  (m)         1222.98   (f) ADJ UNCH    2 0
 NM0058
 NM0058.Superseded values are not recommended for survey control.
 NM0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0058.See file dsdata.txt to determine how the superseded data were derived.
 NM0058
 NM0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN335428(NAD 83)
 NM0058_MARKER: DB = BENCH MARK DISK
 NM0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0058_STAMPING: K 25 1934
 NM0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0058+STABILITY: SURFACE MOTION
 NM0058
 NM0058  HISTORY     - Date     Condition        Report By
 NM0058  HISTORY     - 1934     MONUMENTED       CGS
 NM0058  HISTORY     - 19850206 GOOD             USPSQD
 NM0058
 NM0058                          STATION DESCRIPTION
 NM0058
 NM0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0058'1.2 MI NE FROM LE MARS.
 NM0058'1.2 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 NM0058'THE STATION AT LE MARS, AT A ROAD CROSSING, 48 FEET NORTHWEST
 NM0058'OF THE CENTERLINE OF THE ROAD, 46.1 FEET NORTH OF THE NORTH
 NM0058'RAIL, 13 FEET WEST OF A GATEPOST, AND 1.6 FEET SOUTH OF THE
 NM0058'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 25 1934 AND
 NM0058'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 NM0058'GROUND.
 NM0058
 NM0058                          STATION RECOVERY (1985)
 NM0058
 NM0058'RECOVERY NOTE BY US POWER SQUADRON 1985 (JWS)
 NM0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0577 ***********************************************************************
 OP0577  DESIGNATION -  K 26
 OP0577  PID         -  OP0577
 OP0577  STATE/COUNTY-  IA/O BRIEN
 OP0577  USGS QUAD   -  GAZA (1964)
 OP0577
 OP0577                         *CURRENT SURVEY CONTROL
 OP0577  ___________________________________________________________________
 OP0577* NAD 83(1986)-  43 00 02.     (N)    095 33 51.     (W)     SCALED    
 OP0577* NAVD 88     -       451.411  (meters)    1481.00   (feet)  ADJUSTED  
 OP0577  ___________________________________________________________________
 OP0577  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 OP0577  DYNAMIC HT  -         451.268 (meters)    1480.54  (feet)  COMP
 OP0577  MODELED GRAV-     980,289.7   (mgal)                       NAVD 88
 OP0577
 OP0577  VERT ORDER  -  SECOND    CLASS 0
 OP0577
 OP0577.The horizontal coordinates were scaled from a topographic map and have
 OP0577.an estimated accuracy of +/- 6 seconds.
 OP0577
 OP0577.The orthometric height was determined by differential leveling
 OP0577.and adjusted by the National Geodetic Survey in June 1991..
 OP0577
 OP0577.The geoid height was determined by GEOID03.
 OP0577
 OP0577.The dynamic height is computed by dividing the NAVD 88
 OP0577.geopotential number by the normal gravity value computed on the
 OP0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0577.degrees latitude (g = 980.6199 gals.).
 OP0577
 OP0577.The modeled gravity was interpolated from observed gravity values.
 OP0577
 OP0577;                    North         East    Units  Estimated Accuracy
 OP0577;SPC IA N     - 1,168,730.    1,331,710.      MT  (+/- 180 meters Scaled)
 OP0577
 OP0577                          SUPERSEDED SURVEY CONTROL
 OP0577
 OP0577  NGVD 29 (??/??/92)  451.209  (m)         1480.34   (f) ADJ UNCH    2 0
 OP0577
 OP0577.Superseded values are not recommended for survey control.
 OP0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0577.See file dsdata.txt to determine how the superseded data were derived.
 OP0577
 OP0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH909640(NAD 83)
 OP0577_MARKER: DB = BENCH MARK DISK
 OP0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0577_STAMPING: K 26 1934
 OP0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0577+STABILITY: SURFACE MOTION
 OP0577
 OP0577  HISTORY     - Date     Condition        Report By
 OP0577  HISTORY     - 1934     MONUMENTED       CGS
 OP0577  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 OP0577
 OP0577                          STATION DESCRIPTION
 OP0577
 OP0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0577'7 MI S FROM PRIMGHAR.
 OP0577'7 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 OP0577'PRIMGHAR, OBRIEN COUNTY, 1.6 MILES SOUTH OF THE STATION AT GAZA, 48
 OP0577'YARDS NORTHWEST OF A ROAD CROSSING, 32 FEET WEST OF THE CENTERLINE OF
 OP0577'THE ROAD, 42.5 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 3.1 FEET
 OP0577'NORTHWEST OF A CORNER FENCE POST.  A STANDARD DISK, STAMPED K 26 1934
 OP0577'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OP0577'GROUND.
 OP0577
 OP0577                          STATION RECOVERY (2000)
 OP0577
 OP0577'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 OP0577'IT IS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0578 ***********************************************************************
 OP0578  DESIGNATION -  K 26 RESET
 OP0578  PID         -  OP0578
 OP0578  STATE/COUNTY-  IA/O BRIEN
 OP0578  USGS QUAD   -  GAZA (1964)
 OP0578
 OP0578                         *CURRENT SURVEY CONTROL
 OP0578  ___________________________________________________________________
 OP0578* NAD 83(1986)-  43 00 02.     (N)    095 33 51.     (W)     SCALED    
 OP0578* NAVD 88     -       451.63   (meters)    1481.7    (feet)  RESET     
 OP0578  ___________________________________________________________________
 OP0578  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 OP0578
 OP0578  VERT ORDER  -  THIRD
 OP0578
 OP0578.The horizontal coordinates were scaled from a topographic map and have
 OP0578.an estimated accuracy of +/- 6 seconds.
 OP0578
 OP0578.The orthometric height was computed from unverified reset data.
 OP0578
 OP0578.The geoid height was determined by GEOID03.
 OP0578
 OP0578;                    North         East    Units  Estimated Accuracy
 OP0578;SPC IA N     - 1,168,730.    1,331,710.      MT  (+/- 180 meters Scaled)
 OP0578
 OP0578                          SUPERSEDED SURVEY CONTROL
 OP0578
 OP0578.No superseded survey control is available for this station.
 OP0578
 OP0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH909640(NAD 83)
 OP0578_MARKER: DB = BENCH MARK DISK
 OP0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0578_STAMPING: K 26 RESET 1964
 OP0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0578+STABILITY: SURFACE MOTION
 OP0578
 OP0578  HISTORY     - Date     Condition        Report By
 OP0578  HISTORY     - 1964     MONUMENTED       CGS
 OP0578
 OP0578                          STATION DESCRIPTION
 OP0578
 OP0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 OP0578'7 MI SE FROM PRIMGHAR.
 OP0578'ABOUT 5 MILES SOUTH AND 2 MILES EAST PRIMGHAR, OBRIEN COUNTY, ABOUT
 OP0578'1.5 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILWAY FROM GAZA, ON
 OP0578'THE EAST SIDE OF SECTION 33, T. 95 N., R. 40 W., ABOUT 79 FEET
 OP0578'NORTHWEST OF THE NORTHWEST END OF A CULVERT UNDER ROAD, 52 FEET WEST
 OP0578'OF THE CENTERLINE OF THE ROAD, 44 3/4 FEET NORTHEAST OF THE NORTHEAST
 OP0578'RAIL OF RAILROAD, 2 FEET WEST OF A POWERLINE POLE AND 1.5 FEET
 OP0578'NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OP0578'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0228 ***********************************************************************
 NL0228  DESIGNATION -  K 27
 NL0228  PID         -  NL0228
 NL0228  STATE/COUNTY-  IA/POCAHONTAS
 NL0228  USGS QUAD   -  ROLFE (1980)
 NL0228
 NL0228                         *CURRENT SURVEY CONTROL
 NL0228  ___________________________________________________________________
 NL0228* NAD 83(1986)-  42 48 36.     (N)    094 31 16.     (W)     SCALED    
 NL0228* NAVD 88     -       359.784  (meters)    1180.39   (feet)  ADJUSTED  
 NL0228  ___________________________________________________________________
 NL0228  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 NL0228  DYNAMIC HT  -         359.673 (meters)    1180.03  (feet)  COMP
 NL0228  MODELED GRAV-     980,300.1   (mgal)                       NAVD 88
 NL0228
 NL0228  VERT ORDER  -  SECOND    CLASS 0
 NL0228
 NL0228.The horizontal coordinates were scaled from a topographic map and have
 NL0228.an estimated accuracy of +/- 6 seconds.
 NL0228
 NL0228.The orthometric height was determined by differential leveling
 NL0228.and adjusted by the National Geodetic Survey in June 1991..
 NL0228
 NL0228.The geoid height was determined by GEOID03.
 NL0228
 NL0228.The dynamic height is computed by dividing the NAVD 88
 NL0228.geopotential number by the normal gravity value computed on the
 NL0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0228.degrees latitude (g = 980.6199 gals.).
 NL0228
 NL0228.The modeled gravity was interpolated from observed gravity values.
 NL0228
 NL0228;                    North         East    Units  Estimated Accuracy
 NL0228;SPC IA N     - 1,146,020.    1,416,490.      MT  (+/- 180 meters Scaled)
 NL0228
 NL0228                          SUPERSEDED SURVEY CONTROL
 NL0228
 NL0228  NGVD 29 (??/??/92)  359.717  (m)         1180.17   (f) ADJ UNCH    2 0
 NL0228
 NL0228.Superseded values are not recommended for survey control.
 NL0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0228.See file dsdata.txt to determine how the superseded data were derived.
 NL0228
 NL0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH756408(NAD 83)
 NL0228_MARKER: DB = BENCH MARK DISK
 NL0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0228_STAMPING: K 27 1934
 NL0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0228+STABILITY: SURFACE MOTION
 NL0228
 NL0228  HISTORY     - Date     Condition        Report By
 NL0228  HISTORY     - 1934     MONUMENTED       CGS
 NL0228
 NL0228                          STATION DESCRIPTION
 NL0228
 NL0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0228'0.3 MI E FROM ROLFE.
 NL0228'0.3 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0228'FROM THE STATION AT ROLFE, 37 YARDS NORTHWEST OF THE EAST
 NL0228'END OF A SIDETRACK, 82.5 FEET NORTHEAST OF A COUNTY-ROAD
 NL0228'CROSSING, 45.0 FEET NORTH OF THE NORTH RAIL, 41.0 FEET EAST
 NL0228'OF A RIGHT-OF-WAY FENCE CORNER, AND 1.5 FEET SOUTH OF THE
 NL0228'FENCE.  A STANDARD DISK, STAMPED K 27 1934 AND SET IN THE TOP
 NL0228'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0458 ***********************************************************************
 NK0458  DESIGNATION -  K 28
 NK0458  PID         -  NK0458
 NK0458  STATE/COUNTY-  IA/WRIGHT
 NK0458  USGS QUAD   -  HOLMES (1978)
 NK0458
 NK0458                         *CURRENT SURVEY CONTROL
 NK0458  ___________________________________________________________________
 NK0458* NAD 83(1986)-  42 43 12.     (N)    093 47 25.     (W)     SCALED    
 NK0458* NAVD 88     -       344.047  (meters)    1128.76   (feet)  ADJUSTED  
 NK0458  ___________________________________________________________________
 NK0458  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 NK0458  DYNAMIC HT  -         343.961 (meters)    1128.48  (feet)  COMP
 NK0458  MODELED GRAV-     980,359.5   (mgal)                       NAVD 88
 NK0458
 NK0458  VERT ORDER  -  SECOND    CLASS 0
 NK0458
 NK0458.The horizontal coordinates were scaled from a topographic map and have
 NK0458.an estimated accuracy of +/- 6 seconds.
 NK0458
 NK0458.The orthometric height was determined by differential leveling
 NK0458.and adjusted by the National Geodetic Survey in June 1991..
 NK0458
 NK0458.The geoid height was determined by GEOID03.
 NK0458
 NK0458.The dynamic height is computed by dividing the NAVD 88
 NK0458.geopotential number by the normal gravity value computed on the
 NK0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0458.degrees latitude (g = 980.6199 gals.).
 NK0458
 NK0458.The modeled gravity was interpolated from observed gravity values.
 NK0458
 NK0458;                    North         East    Units  Estimated Accuracy
 NK0458;SPC IA N     - 1,135,550.    1,476,230.      MT  (+/- 180 meters Scaled)
 NK0458
 NK0458                          SUPERSEDED SURVEY CONTROL
 NK0458
 NK0458  NGVD 29 (??/??/92)  344.035  (m)         1128.72   (f) ADJ UNCH    2 0
 NK0458
 NK0458.Superseded values are not recommended for survey control.
 NK0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0458.See file dsdata.txt to determine how the superseded data were derived.
 NK0458
 NK0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH352300(NAD 83)
 NK0458_MARKER: DB = BENCH MARK DISK
 NK0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0458_STAMPING: K 28 1934
 NK0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0458+STABILITY: SURFACE MOTION
 NK0458
 NK0458  HISTORY     - Date     Condition        Report By
 NK0458  HISTORY     - 1934     MONUMENTED       CGS
 NK0458  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0458
 NK0458                          STATION DESCRIPTION
 NK0458
 NK0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0458'2.7 MI SW FROM CLARION.
 NK0458'2.7 MILES SOUTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NK0458'FROM THE STATION AT CLARION, WRIGHT COUNTY, 1.6 MILES NORTHEAST
 NK0458'OF THE ELEVATOR AT FLORENCE, 8 POLES SOUTHWEST OF MILEPOST 347,
 NK0458'380 YARDS NORTHEAST OF THE CROSSING OF A NORTH AND SOUTH COUNTY
 NK0458'ROAD, 45.1 FEET NORTHWEST OF THE NORTHWEST RAIL, AND 1.6 FEET
 NK0458'SOUTHEAST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED
 NK0458'K 28 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NK0458'5 INCHES ABOVE GROUND.
 NK0458
 NK0458                          STATION RECOVERY (1974)
 NK0458
 NK0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0148 ***********************************************************************
 NK0148  DESIGNATION -  K 29
 NK0148  PID         -  NK0148
 NK0148  STATE/COUNTY-  IA/BUTLER
 NK0148  USGS QUAD   -  DUMONT NORTH (1972)
 NK0148
 NK0148                         *CURRENT SURVEY CONTROL
 NK0148  ___________________________________________________________________
 NK0148* NAD 83(1986)-  42 45 07.     (N)    092 59 28.     (W)     SCALED    
 NK0148* NAVD 88     -       301.916  (meters)     990.54   (feet)  ADJUSTED  
 NK0148  ___________________________________________________________________
 NK0148  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 NK0148  DYNAMIC HT  -         301.809 (meters)     990.18  (feet)  COMP
 NK0148  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 NK0148
 NK0148  VERT ORDER  -  SECOND    CLASS 0
 NK0148
 NK0148.The horizontal coordinates were scaled from a topographic map and have
 NK0148.an estimated accuracy of +/- 6 seconds.
 NK0148
 NK0148.The orthometric height was determined by differential leveling
 NK0148.and adjusted by the National Geodetic Survey in June 1991..
 NK0148
 NK0148.The geoid height was determined by GEOID03.
 NK0148
 NK0148.The dynamic height is computed by dividing the NAVD 88
 NK0148.geopotential number by the normal gravity value computed on the
 NK0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0148.degrees latitude (g = 980.6199 gals.).
 NK0148
 NK0148.The modeled gravity was interpolated from observed gravity values.
 NK0148
 NK0148;                    North         East    Units  Estimated Accuracy
 NK0148;SPC IA N     - 1,139,190.    1,541,660.      MT  (+/- 180 meters Scaled)
 NK0148
 NK0148                          SUPERSEDED SURVEY CONTROL
 NK0148
 NK0148  NGVD 29 (??/??/92)  301.899  (m)          990.48   (f) ADJ UNCH    2 0
 NK0148
 NK0148.Superseded values are not recommended for survey control.
 NK0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0148.See file dsdata.txt to determine how the superseded data were derived.
 NK0148
 NK0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH007332(NAD 83)
 NK0148_MARKER: DB = BENCH MARK DISK
 NK0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0148_STAMPING: K 29 1934
 NK0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0148+STABILITY: SURFACE MOTION
 NK0148
 NK0148  HISTORY     - Date     Condition        Report By
 NK0148  HISTORY     - 1934     MONUMENTED       CGS
 NK0148
 NK0148                          STATION DESCRIPTION
 NK0148
 NK0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0148'0.8 MI W FROM DUMONT.
 NK0148'0.8 MILE WEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 NK0148'STATION AT DUMONT, BUTLER COUNTY, ABOUT 110 YARDS EAST OF
 NK0148'BRIDGE 306, 53.0 FEET NORTHEAST OF A FARM-ROAD CROSSING, 43.7
 NK0148'FEET NORTH OF THE NORTH RAIL, 16.0 FEET EAST OF A RIGHT-OF-WAY
 NK0148'FENCE CORNER AT A FARM GATE, AND 1.5 FEET SOUTH OF THE FENCE.
 NK0148'A STANDARD DISK, STAMPED K 29 1934 AND SET IN THE TOP OF A
 NK0148'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0125 ***********************************************************************
 NK0125  DESIGNATION -  K 30
 NK0125  PID         -  NK0125
 NK0125  STATE/COUNTY-  IA/GRUNDY
 NK0125  USGS QUAD   -  LINCOLN (1971)
 NK0125
 NK0125                         *CURRENT SURVEY CONTROL
 NK0125  ___________________________________________________________________
 NK0125* NAD 83(1986)-  42 20 38.     (N)    092 40 16.     (W)     SCALED    
 NK0125* NAVD 88     -       289.254  (meters)     948.99   (feet)  ADJUSTED  
 NK0125  ___________________________________________________________________
 NK0125  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 NK0125  DYNAMIC HT  -         289.146 (meters)     948.64  (feet)  COMP
 NK0125  MODELED GRAV-     980,242.2   (mgal)                       NAVD 88
 NK0125
 NK0125  VERT ORDER  -  SECOND    CLASS 0
 NK0125
 NK0125.The horizontal coordinates were scaled from a topographic map and have
 NK0125.an estimated accuracy of +/- 6 seconds.
 NK0125
 NK0125.The orthometric height was determined by differential leveling
 NK0125.and adjusted by the National Geodetic Survey in June 1991..
 NK0125
 NK0125.The geoid height was determined by GEOID03.
 NK0125
 NK0125.The dynamic height is computed by dividing the NAVD 88
 NK0125.geopotential number by the normal gravity value computed on the
 NK0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0125.degrees latitude (g = 980.6199 gals.).
 NK0125
 NK0125.The modeled gravity was interpolated from observed gravity values.
 NK0125
 NK0125;                    North         East    Units  Estimated Accuracy
 NK0125;SPC IA N     - 1,094,070.    1,568,300.      MT  (+/- 180 meters Scaled)
 NK0125
 NK0125                          SUPERSEDED SURVEY CONTROL
 NK0125
 NK0125  NGVD 29 (??/??/92)  289.239  (m)          948.95   (f) ADJ UNCH    2 0
 NK0125
 NK0125.Superseded values are not recommended for survey control.
 NK0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0125.See file dsdata.txt to determine how the superseded data were derived.
 NK0125
 NK0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG270880(NAD 83)
 NK0125_MARKER: DB = BENCH MARK DISK
 NK0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0125_STAMPING: K 30 1934
 NK0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0125+STABILITY: SURFACE MOTION
 NK0125
 NK0125  HISTORY     - Date     Condition        Report By
 NK0125  HISTORY     - 1934     MONUMENTED       CGS
 NK0125  HISTORY     - 1972     MARK NOT FOUND   IAHD
 NK0125
 NK0125                          STATION DESCRIPTION
 NK0125
 NK0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0125'AT MORRISON.
 NK0125'AT MORRISON, GRUNDY COUNTY, 257 YARDS EAST OF THE CHICAGO, ROCK
 NK0125'ISLAND AND PACIFIC RAILWAY STATION, 80 FEET NORTHWEST OF A ROAD
 NK0125'CROSSING, 28.8 FEET NORTH OF THE NORTH RAIL OF A SIDETRACK, AND
 NK0125'15 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD
 NK0125'DISK, STAMPED K 30 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0125'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 NK0125
 NK0125                          STATION RECOVERY (1972)
 NK0125
 NK0125'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1972
 NK0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0269 ***********************************************************************
 NK0269  DESIGNATION -  K 31
 NK0269  PID         -  NK0269
 NK0269  STATE/COUNTY-  IA/HARDIN
 NK0269  USGS QUAD   -  POPEJOY (1979)
 NK0269
 NK0269                         *CURRENT SURVEY CONTROL
 NK0269  ___________________________________________________________________
 NK0269* NAD 83(1986)-  42 30 03.     (N)    093 25 13.     (W)     SCALED    
 NK0269* NAVD 88     -       353.021  (meters)    1158.20   (feet)  ADJUSTED  
 NK0269  ___________________________________________________________________
 NK0269  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 NK0269  DYNAMIC HT  -         352.927 (meters)    1157.89  (feet)  COMP
 NK0269  MODELED GRAV-     980,343.3   (mgal)                       NAVD 88
 NK0269
 NK0269  VERT ORDER  -  SECOND    CLASS 0
 NK0269
 NK0269.The horizontal coordinates were scaled from a topographic map and have
 NK0269.an estimated accuracy of +/- 6 seconds.
 NK0269
 NK0269.The orthometric height was determined by differential leveling
 NK0269.and adjusted by the National Geodetic Survey in June 1991..
 NK0269
 NK0269.The geoid height was determined by GEOID03.
 NK0269
 NK0269.The dynamic height is computed by dividing the NAVD 88
 NK0269.geopotential number by the normal gravity value computed on the
 NK0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0269.degrees latitude (g = 980.6199 gals.).
 NK0269
 NK0269.The modeled gravity was interpolated from observed gravity values.
 NK0269
 NK0269;                    North         East    Units  Estimated Accuracy
 NK0269;SPC IA N     - 1,111,170.    1,506,550.      MT  (+/- 180 meters Scaled)
 NK0269
 NK0269                          SUPERSEDED SURVEY CONTROL
 NK0269
 NK0269  NGVD 29 (??/??/92)  353.025  (m)         1158.22   (f) ADJ UNCH    2 0
 NK0269
 NK0269.Superseded values are not recommended for survey control.
 NK0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0269.See file dsdata.txt to determine how the superseded data were derived.
 NK0269
 NK0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH654054(NAD 83)
 NK0269_MARKER: DB = BENCH MARK DISK
 NK0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0269_STAMPING: K 31 1934
 NK0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0269+STABILITY: SURFACE MOTION
 NK0269
 NK0269  HISTORY     - Date     Condition        Report By
 NK0269  HISTORY     - 1934     MONUMENTED       CGS
 NK0269  HISTORY     - 1940     GOOD             NGS
 NK0269  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0269
 NK0269                          STATION DESCRIPTION
 NK0269
 NK0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NK0269'6.1 MI E FROM WILLIAMS.
 NK0269'IN HARDIN COUNTY, 6.1 MILES EAST ALONG THE ILLINOIS CENTRAL
 NK0269'RAILROAD FROM THE STATION AT WILLIAMS, HAMILTON COUNTY, 69.5
 NK0269'FEET NORTHEAST OF A SECTION-ROAD CROSSING, 36 FEET NORTH OF THE
 NK0269'NORTH RAIL, AND 11 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 NK0269'STANDARD DISK, STAMPED K 31 1934 AND SET IN THE TOP OF A CONCRETE
 NK0269'POST PROJECTING 3 INCHES ABOVE GROUND.
 NK0269
 NK0269                          STATION RECOVERY (1974)
 NK0269
 NK0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0125 ***********************************************************************
 NL0125  DESIGNATION -  K 32
 NL0125  PID         -  NL0125
 NL0125  STATE/COUNTY-  IA/BOONE
 NL0125  USGS QUAD   -  OGDEN (1982)
 NL0125
 NL0125                         *CURRENT SURVEY CONTROL
 NL0125  ___________________________________________________________________
 NL0125* NAD 83(1986)-  42 02 23.     (N)    094 01 35.     (W)     SCALED    
 NL0125* NAVD 88     -       334.810  (meters)    1098.46   (feet)  ADJUSTED  
 NL0125  ___________________________________________________________________
 NL0125  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 NL0125  DYNAMIC HT  -         334.713 (meters)    1098.14  (feet)  COMP
 NL0125  MODELED GRAV-     980,323.1   (mgal)                       NAVD 88
 NL0125
 NL0125  VERT ORDER  -  SECOND    CLASS 0
 NL0125
 NL0125.The horizontal coordinates were scaled from a topographic map and have
 NL0125.an estimated accuracy of +/- 6 seconds.
 NL0125
 NL0125.The orthometric height was determined by differential leveling
 NL0125.and adjusted by the National Geodetic Survey in June 1991..
 NL0125
 NL0125.The geoid height was determined by GEOID03.
 NL0125
 NL0125.The dynamic height is computed by dividing the NAVD 88
 NL0125.geopotential number by the normal gravity value computed on the
 NL0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0125.degrees latitude (g = 980.6199 gals.).
 NL0125
 NL0125.The modeled gravity was interpolated from observed gravity values.
 NL0125
 NL0125;                    North         East    Units  Estimated Accuracy
 NL0125;SPC IA N     - 1,060,090.    1,456,420.      MT  (+/- 180 meters Scaled)
 NL0125
 NL0125                          SUPERSEDED SURVEY CONTROL
 NL0125
 NL0125  NGVD 29 (??/??/92)  334.791  (m)         1098.39   (f) ADJ UNCH    2 0
 NL0125
 NL0125.Superseded values are not recommended for survey control.
 NL0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0125.See file dsdata.txt to determine how the superseded data were derived.
 NL0125
 NL0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG150546(NAD 83)
 NL0125_MARKER: DB = BENCH MARK DISK
 NL0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0125_SP_SET: CONCRETE POST
 NL0125_STAMPING: K 32 1934
 NL0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0125+STABILITY: SURFACE MOTION
 NL0125
 NL0125  HISTORY     - Date     Condition        Report By
 NL0125  HISTORY     - 1934     MONUMENTED       CGS
 NL0125  HISTORY     - 1980     GOOD             USGS
 NL0125
 NL0125                          STATION DESCRIPTION
 NL0125
 NL0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0125'AT OGDEN.
 NL0125'AT OGDEN, BOONE COUNTY, ALONG THE CHICAGO AND NORTH WESTERN
 NL0125'RAILWAY, 11 POLES EAST OF THE CROSSING OF THE MINNEAPOLIS
 NL0125'AND ST. LOUIS RAILROAD, AT A ROAD CROSSING, 50 FEET EAST
 NL0125'OF THE CENTERLINE OF THE ROAD, 44.5 FEET NORTH OF THE NORTH
 NL0125'RAIL OF THE MAIN TRACK, 18.4 FEET NORTH OF THE NORTH RAIL
 NL0125'OF A SIDETRACK, AND 22.6 FEET SOUTHEAST OF A CORNER FENCE
 NL0125'POST.  A STANDARD DISK, STAMPED K 32 1934 AND SET IN THE
 NL0125'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 NL0125
 NL0125                          STATION RECOVERY (1980)
 NL0125
 NL0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NL0125'OGDEN, AT THE XING AND C. & N.W. RR, 31.5 FT NORTH OF THE NORTH RAIL,
 NL0125'50 FT S AND 53 FT E OF X-STR, 5 FT SW OF TELEGRAPH POLE, 1 FT WEST OF
 NL0125'WITNESS SIGN ON STEEL POST, A STANDARD USC&GS TABLET SET IN CONCRETE
 NL0125'POST FLUSH WITH GROUND, STAMPED "K 32 1934".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0386 ***********************************************************************
 MH0386  DESIGNATION -  K 33
 MH0386  PID         -  MH0386
 MH0386  STATE/COUNTY-  IA/POLK
 MH0386  USGS QUAD   -  DES MOINES NE (1976)
 MH0386
 MH0386                         *CURRENT SURVEY CONTROL
 MH0386  ___________________________________________________________________
 MH0386* NAD 83(1986)-  41 43 54.     (N)    093 31 49.     (W)     SCALED    
 MH0386* NAVD 88     -       305.633  (meters)    1002.73   (feet)  ADJUSTED  
 MH0386  ___________________________________________________________________
 MH0386  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 MH0386  DYNAMIC HT  -         305.504 (meters)    1002.31  (feet)  COMP
 MH0386  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 MH0386
 MH0386  VERT ORDER  -  SECOND    CLASS 0
 MH0386
 MH0386.The horizontal coordinates were scaled from a topographic map and have
 MH0386.an estimated accuracy of +/- 6 seconds.
 MH0386
 MH0386.The orthometric height was determined by differential leveling
 MH0386.and adjusted by the National Geodetic Survey in June 1991..
 MH0386
 MH0386.The geoid height was determined by GEOID03.
 MH0386
 MH0386.The dynamic height is computed by dividing the NAVD 88
 MH0386.geopotential number by the normal gravity value computed on the
 MH0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0386.degrees latitude (g = 980.6199 gals.).
 MH0386
 MH0386.The modeled gravity was interpolated from observed gravity values.
 MH0386
 MH0386;                    North         East    Units  Estimated Accuracy
 MH0386;SPC IA S     -   192,310.      497,480.      MT  (+/- 180 meters Scaled)
 MH0386
 MH0386                          SUPERSEDED SURVEY CONTROL
 MH0386
 MH0386  NGVD 29 (??/??/92)  305.603  (m)         1002.63   (f) ADJ UNCH    2 0
 MH0386
 MH0386.Superseded values are not recommended for survey control.
 MH0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0386.See file dsdata.txt to determine how the superseded data were derived.
 MH0386
 MH0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG559201(NAD 83)
 MH0386_MARKER: DB = BENCH MARK DISK
 MH0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0386_STAMPING: K 33 1934
 MH0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0386+STABILITY: SURFACE MOTION
 MH0386
 MH0386  HISTORY     - Date     Condition        Report By
 MH0386  HISTORY     - 1934     MONUMENTED       CGS
 MH0386
 MH0386                          STATION DESCRIPTION
 MH0386
 MH0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0386'AT ENTERPRISE.
 MH0386'AT ENTERPRISE, POLK COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 MH0386'PACIFIC RAILWAY, 3-1/2 POLES SOUTH OF THE STATION, AT A ROAD
 MH0386'CROSSING, 70 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 MH0386'TRACK, 43 FEET SOUTH OF THE CENTERLINE OF THE ROAD, ACROSS THE
 MH0386'ROAD FROM A STOCKYARD, 16 FEET SOUTHWEST OF A FENCE CORNER,
 MH0386'AND 2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED K 33 1934
 MH0386'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 MH0386'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0688 ***********************************************************************
 OO0688  DESIGNATION -  K 34
 OO0688  PID         -  OO0688
 OO0688  STATE/COUNTY-  IA/WINNEBAGO
 OO0688  USGS QUAD   -  LAKE MILLS (1972)
 OO0688
 OO0688                         *CURRENT SURVEY CONTROL
 OO0688  ___________________________________________________________________
 OO0688* NAD 83(1986)-  43 28 34.     (N)    093 30 17.     (W)     SCALED    
 OO0688* NAVD 88     -       401.959  (meters)    1318.76   (feet)  ADJUSTED  
 OO0688  ___________________________________________________________________
 OO0688  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 OO0688  DYNAMIC HT  -         401.846 (meters)    1318.39  (feet)  COMP
 OO0688  MODELED GRAV-     980,326.5   (mgal)                       NAVD 88
 OO0688
 OO0688  VERT ORDER  -  SECOND    CLASS 0
 OO0688
 OO0688.The horizontal coordinates were scaled from a topographic map and have
 OO0688.an estimated accuracy of +/- 6 seconds.
 OO0688
 OO0688.The orthometric height was determined by differential leveling
 OO0688.and adjusted by the National Geodetic Survey in June 1991..
 OO0688
 OO0688.The geoid height was determined by GEOID03.
 OO0688
 OO0688.The dynamic height is computed by dividing the NAVD 88
 OO0688.geopotential number by the normal gravity value computed on the
 OO0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0688.degrees latitude (g = 980.6199 gals.).
 OO0688
 OO0688.The modeled gravity was interpolated from observed gravity values.
 OO0688
 OO0688;                    North         East    Units  Estimated Accuracy
 OO0688;SPC IA N     - 1,219,510.    1,499,620.      MT  (+/- 180 meters Scaled)
 OO0688
 OO0688                          SUPERSEDED SURVEY CONTROL
 OO0688
 OO0688  NGVD 29 (??/??/92)  401.920  (m)         1318.63   (f) ADJ UNCH    2 0
 OO0688
 OO0688.Superseded values are not recommended for survey control.
 OO0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0688.See file dsdata.txt to determine how the superseded data were derived.
 OO0688
 OO0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ591138(NAD 83)
 OO0688_MARKER: DB = BENCH MARK DISK
 OO0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0688_STAMPING: K 34 1934
 OO0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0688+STABILITY: SURFACE MOTION
 OO0688
 OO0688  HISTORY     - Date     Condition        Report By
 OO0688  HISTORY     - 1934     MONUMENTED       CGS
 OO0688  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0688
 OO0688                          STATION DESCRIPTION
 OO0688
 OO0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0688'2.1 MI SW FROM EMMONS.
 OO0688'IN WINNEBAGO COUNTY, IOWA, 2.1 MILES SOUTHWEST ALONG THE MINNEAPOLIS
 OO0688'AND ST. LOUIS RAILWAY FROM THE STATION AT EMMONS, FREEBORN COUNTY,
 OO0688'MINNESOTA, 4.4 MILES NORTHEAST OF THE STATION AT LAKE MILLS, WINNEBAGO
 OO0688'COUNTY, 0.1 MILE SOUTH OF MILEPOST 134, AT A FARM-ROAD CROSSING, 46.3
 OO0688'FEET EAST OF THE EAST RAIL, AND 29 FEET NORTH OF THE CENTERLINE OF THE
 OO0688'ROAD.  A STANDARD DISK, STAMPED K 34 1934 AND SET IN THE TOP OF A
 OO0688'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND. NOTE-- THE MINNEAPOLIS
 OO0688'AND ST. LOUIS RAILWAY HAS BEEN MERGED WITH THE CHICAGO AND
 OO0688'NORTHWESTERN RAILWAY ON NOVEMBER 1960.
 OO0688
 OO0688                          STATION RECOVERY (1972)
 OO0688
 OO0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0643 ***********************************************************************
 OO0643  DESIGNATION -  K 35
 OO0643  PID         -  OO0643
 OO0643  STATE/COUNTY-  IA/CERRO GORDO
 OO0643  USGS QUAD   -  MASON CITY (1959)
 OO0643
 OO0643                         *CURRENT SURVEY CONTROL
 OO0643  ___________________________________________________________________
 OO0643* NAD 83(1986)-  43 12 46.     (N)    093 12 04.     (W)     SCALED    
 OO0643* NAVD 88     -       349.118  (meters)    1145.40   (feet)  ADJUSTED  
 OO0643  ___________________________________________________________________
 OO0643  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 OO0643  DYNAMIC HT  -         349.055 (meters)    1145.19  (feet)  COMP
 OO0643  MODELED GRAV-     980,427.7   (mgal)                       NAVD 88
 OO0643
 OO0643  VERT ORDER  -  SECOND    CLASS 0
 OO0643
 OO0643.The horizontal coordinates were scaled from a topographic map and have
 OO0643.an estimated accuracy of +/- 6 seconds.
 OO0643
 OO0643.The orthometric height was determined by differential leveling
 OO0643.and adjusted by the National Geodetic Survey in June 1991..
 OO0643
 OO0643.The geoid height was determined by GEOID03.
 OO0643
 OO0643.The dynamic height is computed by dividing the NAVD 88
 OO0643.geopotential number by the normal gravity value computed on the
 OO0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0643.degrees latitude (g = 980.6199 gals.).
 OO0643
 OO0643.The modeled gravity was interpolated from observed gravity values.
 OO0643
 OO0643;                    North         East    Units  Estimated Accuracy
 OO0643;SPC IA N     - 1,190,300.    1,524,290.      MT  (+/- 180 meters Scaled)
 OO0643
 OO0643                          SUPERSEDED SURVEY CONTROL
 OO0643
 OO0643  NGVD 29 (??/??/92)  349.141  (m)         1145.47   (f) ADJ UNCH    2 0
 OO0643
 OO0643.Superseded values are not recommended for survey control.
 OO0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0643.See file dsdata.txt to determine how the superseded data were derived.
 OO0643
 OO0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH836844(NAD 83)
 OO0643_MARKER: DB = BENCH MARK DISK
 OO0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0643_STAMPING: K 35 1934
 OO0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0643+STABILITY: SURFACE MOTION
 OO0643
 OO0643  HISTORY     - Date     Condition        Report By
 OO0643  HISTORY     - 1934     MONUMENTED       CGS
 OO0643  HISTORY     - 20000925 MARK NOT FOUND   AERSVC
 OO0643
 OO0643                          STATION DESCRIPTION
 OO0643
 OO0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0643'3.8 MI N FROM MASON CITY.
 OO0643'3.8 MILES NORTH ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0643'STATION AT MASON CITY, CERRO GORDO COUNTY, 357 YARDS SOUTH OF MILEPOST
 OO0643'54+15, 56 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF A SCHOOLHOUSE,
 OO0643'128 FEET SOUTHWEST OF THE CENTER OF A COUNTY-ROAD CROSSING, 58 FEET
 OO0643'SOUTH OF THE CENTERLINE OF THE COUNTY ROAD, 96.3 FEET WEST OF THE WEST
 OO0643'RAIL OF THE MAIN TRACK, 25.5 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT
 OO0643'EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 35 1934
 OO0643'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 OO0643'GROUND.
 OO0643
 OO0643                          STATION RECOVERY (2000)
 OO0643
 OO0643'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 OO0643'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0290 ***********************************************************************
 OO0290  DESIGNATION -  K 36
 OO0290  PID         -  OO0290
 OO0290  STATE/COUNTY-  IA/FLOYD
 OO0290  USGS QUAD   -  ROSEVILLE (1971)
 OO0290
 OO0290                         *CURRENT SURVEY CONTROL
 OO0290  ___________________________________________________________________
 OO0290* NAD 83(1986)-  43 05 35.     (N)    092 45 07.     (W)     SCALED    
 OO0290* NAVD 88     -       324.998  (meters)    1066.26   (feet)  ADJUSTED  
 OO0290  ___________________________________________________________________
 OO0290  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 OO0290  DYNAMIC HT  -         324.896 (meters)    1065.93  (feet)  COMP
 OO0290  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 OO0290
 OO0290  VERT ORDER  -  SECOND    CLASS 0
 OO0290
 OO0290.The horizontal coordinates were scaled from a topographic map and have
 OO0290.an estimated accuracy of +/- 6 seconds.
 OO0290
 OO0290.The orthometric height was determined by differential leveling
 OO0290.and adjusted by the National Geodetic Survey in June 1991..
 OO0290
 OO0290.The geoid height was determined by GEOID03.
 OO0290
 OO0290.The dynamic height is computed by dividing the NAVD 88
 OO0290.geopotential number by the normal gravity value computed on the
 OO0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0290.degrees latitude (g = 980.6199 gals.).
 OO0290
 OO0290.The modeled gravity was interpolated from observed gravity values.
 OO0290
 OO0290;                    North         East    Units  Estimated Accuracy
 OO0290;SPC IA N     - 1,177,220.    1,560,900.      MT  (+/- 180 meters Scaled)
 OO0290
 OO0290                          SUPERSEDED SURVEY CONTROL
 OO0290
 OO0290  NGVD 29 (??/??/92)  324.982  (m)         1066.21   (f) ADJ UNCH    2 0
 OO0290
 OO0290.Superseded values are not recommended for survey control.
 OO0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0290.See file dsdata.txt to determine how the superseded data were derived.
 OO0290
 OO0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH201711(NAD 83)
 OO0290_MARKER: DB = BENCH MARK DISK
 OO0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0290_STAMPING: K 36 1934
 OO0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0290+STABILITY: SURFACE MOTION
 OO0290
 OO0290  HISTORY     - Date     Condition        Report By
 OO0290  HISTORY     - 1934     MONUMENTED       CGS
 OO0290  HISTORY     - 1963     GOOD             NGS
 OO0290
 OO0290                          STATION DESCRIPTION
 OO0290
 OO0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0290'8.1 MI E FROM RUDD.
 OO0290'8.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0290'RAILROAD FROM THE STATION AT RUDD, FLOYD COUNTY, 0.5 MILE WEST OF THE
 OO0290'STATION AT FLOYD CROSSING, 48 YARDS WEST OF A SWITCH LOCATED ON THE
 OO0290'WEST END OF A SIDETRACK, 47.4 FEET SOUTH OF THE SOUTH RAIL, AND 1.8
 OO0290'FEET NORTH OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED K 36
 OO0290'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 OO0290'GROUND.
 OO0290
 OO0290                          STATION RECOVERY (1963)
 OO0290
 OO0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OO0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0233 ***********************************************************************
 OO0233  DESIGNATION -  K 37
 OO0233  PID         -  OO0233
 OO0233  STATE/COUNTY-  IA/WINNESHIEK
 OO0233  USGS QUAD   -  PROTIVIN (1981)
 OO0233
 OO0233                         *CURRENT SURVEY CONTROL
 OO0233  ___________________________________________________________________
 OO0233* NAD 83(1986)-  43 07 32.     (N)    092 00 28.     (W)     SCALED    
 OO0233* NAVD 88     -       345.132  (meters)    1132.32   (feet)  ADJUSTED  
 OO0233  ___________________________________________________________________
 OO0233  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 OO0233  DYNAMIC HT  -         345.043 (meters)    1132.03  (feet)  COMP
 OO0233  MODELED GRAV-     980,352.0   (mgal)                       NAVD 88
 OO0233
 OO0233  VERT ORDER  -  SECOND    CLASS 0
 OO0233
 OO0233.The horizontal coordinates were scaled from a topographic map and have
 OO0233.an estimated accuracy of +/- 6 seconds.
 OO0233
 OO0233.The orthometric height was determined by differential leveling
 OO0233.and adjusted by the National Geodetic Survey in June 1991..
 OO0233
 OO0233.The geoid height was determined by GEOID03.
 OO0233
 OO0233.The dynamic height is computed by dividing the NAVD 88
 OO0233.geopotential number by the normal gravity value computed on the
 OO0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0233.degrees latitude (g = 980.6199 gals.).
 OO0233
 OO0233.The modeled gravity was interpolated from observed gravity values.
 OO0233
 OO0233;                    North         East    Units  Estimated Accuracy
 OO0233;SPC IA N     - 1,181,640.    1,621,420.      MT  (+/- 180 meters Scaled)
 OO0233
 OO0233                          SUPERSEDED SURVEY CONTROL
 OO0233
 OO0233  NGVD 29 (??/??/92)  345.143  (m)         1132.36   (f) ADJ UNCH    2 0
 OO0233
 OO0233.Superseded values are not recommended for survey control.
 OO0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0233.See file dsdata.txt to determine how the superseded data were derived.
 OO0233
 OO0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH807752(NAD 83)
 OO0233_MARKER: DB = BENCH MARK DISK
 OO0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0233_STAMPING: K 37 1934
 OO0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0233+STABILITY: SURFACE MOTION
 OO0233
 OO0233  HISTORY     - Date     Condition        Report By
 OO0233  HISTORY     - 1934     MONUMENTED       CGS
 OO0233  HISTORY     - 1977     MARK NOT FOUND   USGS
 OO0233
 OO0233                          STATION DESCRIPTION
 OO0233
 OO0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0233'1.6 MI NE FROM JACKSON JUNCTION.
 OO0233'1.6 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0233'RAILROAD FROM THE STATION AT JACKSON JUNCTION, 41 FEET SOUTHEAST OF
 OO0233'THE SOUTHEAST RAIL, 61 FEET NORTHWEST OF THE CENTERLINE OF STATE
 OO0233'HIGHWAY 24, AND 6 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE. A STANDARD
 OO0233'DISK, STAMPED K 37 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0233'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OO0233
 OO0233                          STATION RECOVERY (1977)
 OO0233
 OO0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OO0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0026 ***********************************************************************
 NK0026  DESIGNATION -  K 38
 NK0026  PID         -  NK0026
 NK0026  STATE/COUNTY-  IA/BREMER
 NK0026  USGS QUAD   -  SUMNER (1971)
 NK0026
 NK0026                         *CURRENT SURVEY CONTROL
 NK0026  ___________________________________________________________________
 NK0026* NAD 83(1986)-  42 50 58.     (N)    092 05 39.     (W)     SCALED    
 NK0026* NAVD 88     -       324.271  (meters)    1063.88   (feet)  ADJUSTED  
 NK0026  ___________________________________________________________________
 NK0026  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 NK0026  DYNAMIC HT  -         324.175 (meters)    1063.56  (feet)  COMP
 NK0026  MODELED GRAV-     980,316.4   (mgal)                       NAVD 88
 NK0026
 NK0026  VERT ORDER  -  SECOND    CLASS 0
 NK0026
 NK0026.The horizontal coordinates were scaled from a topographic map and have
 NK0026.an estimated accuracy of +/- 6 seconds.
 NK0026
 NK0026.The orthometric height was determined by differential leveling
 NK0026.and adjusted by the National Geodetic Survey in June 1991..
 NK0026
 NK0026.The geoid height was determined by GEOID03.
 NK0026
 NK0026.The dynamic height is computed by dividing the NAVD 88
 NK0026.geopotential number by the normal gravity value computed on the
 NK0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0026.degrees latitude (g = 980.6199 gals.).
 NK0026
 NK0026.The modeled gravity was interpolated from observed gravity values.
 NK0026
 NK0026;                    North         East    Units  Estimated Accuracy
 NK0026;SPC IA N     - 1,150,850.    1,614,900.      MT  (+/- 180 meters Scaled)
 NK0026
 NK0026                          SUPERSEDED SURVEY CONTROL
 NK0026
 NK0026  NGVD 29 (??/??/92)  324.283  (m)         1063.92   (f) ADJ UNCH    2 0
 NK0026
 NK0026.Superseded values are not recommended for survey control.
 NK0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0026.See file dsdata.txt to determine how the superseded data were derived.
 NK0026
 NK0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH740444(NAD 83)
 NK0026_MARKER: DB = BENCH MARK DISK
 NK0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0026_STAMPING: K 38 1934
 NK0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0026+STABILITY: SURFACE MOTION
 NK0026
 NK0026  HISTORY     - Date     Condition        Report By
 NK0026  HISTORY     - 1934     MONUMENTED       CGS
 NK0026  HISTORY     - 1942     MARK NOT FOUND   NGS
 NK0026  HISTORY     - 1971     MARK NOT FOUND   USGS
 NK0026
 NK0026                          STATION DESCRIPTION
 NK0026
 NK0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NK0026'AT SUMNER.
 NK0026'AT SUMNER, BREMER COUNTY, 83.5 FEET SOUTHEAST OF THE SOUTHEAST
 NK0026'CORNER OF THE CHICAGO, GREAT WESTERN RAILROAD STATION, 0.2
 NK0026'MILE SOUTHEAST OF MILEPOST 164, 0.7 FOOT SOUTHWEST OF THE
 NK0026'SOUTHWEST EDGE OF THE STATION PLATFORM, 21 FEET NORTHWEST OF THE
 NK0026'NORTHEAST LEG OF WATER TANK, AND 13.5 FEET SOUTHWEST OF THE
 NK0026'SOUTHWEST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED K 38
 NK0026'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1
 NK0026'INCH ABOVE GROUND.
 NK0026
 NK0026                          STATION RECOVERY (1971)
 NK0026
 NK0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NK0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0171 ***********************************************************************
 NK0171  DESIGNATION -  K 39
 NK0171  PID         -  NK0171
 NK0171  STATE/COUNTY-  IA/BREMER
 NK0171  USGS QUAD   -  PLAINFIELD (1971)
 NK0171
 NK0171                         *CURRENT SURVEY CONTROL
 NK0171  ___________________________________________________________________
 NK0171* NAD 83(1986)-  42 45 49.     (N)    092 30 36.     (W)     SCALED    
 NK0171* NAVD 88     -       286.469  (meters)     939.86   (feet)  ADJUSTED  
 NK0171  ___________________________________________________________________
 NK0171  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 NK0171  DYNAMIC HT  -         286.375 (meters)     939.55  (feet)  COMP
 NK0171  MODELED GRAV-     980,287.0   (mgal)                       NAVD 88
 NK0171
 NK0171  VERT ORDER  -  SECOND    CLASS 0
 NK0171
 NK0171.The horizontal coordinates were scaled from a topographic map and have
 NK0171.an estimated accuracy of +/- 6 seconds.
 NK0171
 NK0171.The orthometric height was determined by differential leveling
 NK0171.and adjusted by the National Geodetic Survey in June 1991..
 NK0171
 NK0171.The geoid height was determined by GEOID03.
 NK0171
 NK0171.The dynamic height is computed by dividing the NAVD 88
 NK0171.geopotential number by the normal gravity value computed on the
 NK0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0171.degrees latitude (g = 980.6199 gals.).
 NK0171
 NK0171.The modeled gravity was interpolated from observed gravity values.
 NK0171
 NK0171;                    North         East    Units  Estimated Accuracy
 NK0171;SPC IA N     - 1,140,830.    1,581,030.      MT  (+/- 180 meters Scaled)
 NK0171
 NK0171                          SUPERSEDED SURVEY CONTROL
 NK0171
 NK0171  NGVD 29 (??/??/92)  286.462  (m)          939.83   (f) ADJ UNCH    2 0
 NK0171
 NK0171.Superseded values are not recommended for survey control.
 NK0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0171.See file dsdata.txt to determine how the superseded data were derived.
 NK0171
 NK0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH400346(NAD 83)
 NK0171_MARKER: DB = BENCH MARK DISK
 NK0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0171_STAMPING: K 39 1934
 NK0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0171+STABILITY: SURFACE MOTION
 NK0171
 NK0171  HISTORY     - Date     Condition        Report By
 NK0171  HISTORY     - 1934     MONUMENTED       CGS
 NK0171  HISTORY     - 1961     MARK NOT FOUND   NGS
 NK0171  HISTORY     - 1971     MARK NOT FOUND   USGS
 NK0171
 NK0171                          STATION DESCRIPTION
 NK0171
 NK0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NK0171'2.7 MI NW FROM WAVERLY.
 NK0171'2.7 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 NK0171'THE STATION AT WAVERLY, BREMER COUNTY, 3.4 MILES NORTHWEST
 NK0171'OF THE CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY,
 NK0171'2 MILES NORTHWEST OF THE CROSSING OF THE CHICAGO AND NORTH
 NK0171'WESTERN RAILWAY, 98 YARDS SOUTHEAST OF WOODEN TRESTLE C 16-3,
 NK0171'40 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 5.8 FEET SOUTHWEST
 NK0171'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 39 1934
 NK0171'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 NK0171'ABOVE GROUND.  NOTE-- RAILROAD TRESTLE HAS BEEN REPLACED, AND
 NK0171'SOME GRADING HAS BEEN DONE.
 NK0171
 NK0171                          STATION RECOVERY (1971)
 NK0171
 NK0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NK0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0367 ***********************************************************************
 MH0367  DESIGNATION -  K 4
 MH0367  PID         -  MH0367
 MH0367  STATE/COUNTY-  IA/POLK
 MH0367  USGS QUAD   -  DES MOINES SE (1976)
 MH0367
 MH0367                         *CURRENT SURVEY CONTROL
 MH0367  ___________________________________________________________________
 MH0367* NAD 83(1986)-  41 35 12.     (N)    093 37 10.     (W)     SCALED    
 MH0367* NAVD 88     -       244.850  (meters)     803.31   (feet)  ADJUSTED  
 MH0367  ___________________________________________________________________
 MH0367  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 MH0367  DYNAMIC HT  -         244.744 (meters)     802.96  (feet)  COMP
 MH0367  MODELED GRAV-     980,185.4   (mgal)                       NAVD 88
 MH0367
 MH0367  VERT ORDER  -  FIRST     CLASS II
 MH0367
 MH0367.The horizontal coordinates were scaled from a topographic map and have
 MH0367.an estimated accuracy of +/- 6 seconds.
 MH0367
 MH0367.The orthometric height was determined by differential leveling
 MH0367.and adjusted by the National Geodetic Survey in June 1991..
 MH0367
 MH0367.The geoid height was determined by GEOID03.
 MH0367
 MH0367.The dynamic height is computed by dividing the NAVD 88
 MH0367.geopotential number by the normal gravity value computed on the
 MH0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0367.degrees latitude (g = 980.6199 gals.).
 MH0367
 MH0367.The modeled gravity was interpolated from observed gravity values.
 MH0367
 MH0367;                    North         East    Units  Estimated Accuracy
 MH0367;SPC IA S     -   176,210.      490,040.      MT  (+/- 180 meters Scaled)
 MH0367
 MH0367                          SUPERSEDED SURVEY CONTROL
 MH0367
 MH0367  NGVD 29 (??/??/92)  244.795  (m)          803.13   (f) ADJ UNCH    1 2
 MH0367
 MH0367.Superseded values are not recommended for survey control.
 MH0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0367.See file dsdata.txt to determine how the superseded data were derived.
 MH0367
 MH0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG483040(NAD 83)
 MH0367_MARKER: DB = BENCH MARK DISK
 MH0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0367_SP_SET: CONCRETE FOUNDATION
 MH0367_STAMPING: 803.214 K 4 1930
 MH0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0367+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 MH0367
 MH0367  HISTORY     - Date     Condition        Report By
 MH0367  HISTORY     - 1930     MONUMENTED       CGS
 MH0367  HISTORY     - 1950     GOOD             NGS
 MH0367  HISTORY     - 19950804 GOOD             USPSQD
 MH0367  HISTORY     - 20060811 GOOD             GEOCAC
 MH0367
 MH0367                          STATION DESCRIPTION
 MH0367
 MH0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0367'AT DES MOINES.
 MH0367'AT DES MOINES, POLK COUNTY, AT THE POST OFFICE, AND IN THE
 MH0367'CONCRETE FOUNDATION AT THE FIRST BASEMENT WINDOW NORTH OF THE
 MH0367'SOUTHWEST CORNER OF THE BUILDING.  A STANDARD DISK, STAMPED
 MH0367'803.214 K 4 1930.
 MH0367
 MH0367                          STATION RECOVERY (1995)
 MH0367
 MH0367'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0367'RECOVERED IN GOOD CONDITION.
 MH0367
 MH0367                          STATION RECOVERY (2006)
 MH0367
 MH0367'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 MH0367'BUILDING IS NOW POLK COUNTY ADMINISTRATION BUILDING AND IS LOCATED IN
 MH0367'THE BLOCK NE OF THE CORNER OF 2ND AND COURT AVENUES.  AN ADDITION HAS
 MH0367'BEEN MADE TO THE SOUTH END OF THE BUILDING SINCE THE DESCRIPTION WAS
 MH0367'WRITTEN AND THE MARK IS IN THE FOUNDATION OF THE FIRST BASEMENT WINDOW
 MH0367'NORTH OF THE SW CORNER OF THE ORIGINAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0271 ***********************************************************************
 OO0271  DESIGNATION -  K 40
 OO0271  PID         -  OO0271
 OO0271  STATE/COUNTY-  IA/MITCHELL
 OO0271  USGS QUAD   -  OSAGE (1972)
 OO0271
 OO0271                         *CURRENT SURVEY CONTROL
 OO0271  ___________________________________________________________________
 OO0271* NAD 83(1986)-  43 17 03.     (N)    092 49 07.     (W)     SCALED    
 OO0271* NAVD 88     -       356.792  (meters)    1170.58   (feet)  ADJUSTED  
 OO0271  ___________________________________________________________________
 OO0271  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 OO0271  DYNAMIC HT  -         356.692 (meters)    1170.25  (feet)  COMP
 OO0271  MODELED GRAV-     980,329.0   (mgal)                       NAVD 88
 OO0271
 OO0271  VERT ORDER  -  SECOND    CLASS 0
 OO0271
 OO0271.The horizontal coordinates were scaled from a topographic map and have
 OO0271.an estimated accuracy of +/- 6 seconds.
 OO0271
 OO0271.The orthometric height was determined by differential leveling
 OO0271.and adjusted by the National Geodetic Survey in June 1991..
 OO0271
 OO0271.The geoid height was determined by GEOID03.
 OO0271
 OO0271.The dynamic height is computed by dividing the NAVD 88
 OO0271.geopotential number by the normal gravity value computed on the
 OO0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0271.degrees latitude (g = 980.6199 gals.).
 OO0271
 OO0271.The modeled gravity was interpolated from observed gravity values.
 OO0271
 OO0271;                    North         East    Units  Estimated Accuracy
 OO0271;SPC IA N     - 1,198,410.    1,555,300.      MT  (+/- 180 meters Scaled)
 OO0271
 OO0271                          SUPERSEDED SURVEY CONTROL
 OO0271
 OO0271  NGVD 29 (??/??/92)  356.779  (m)         1170.53   (f) ADJ UNCH    2 0
 OO0271
 OO0271.Superseded values are not recommended for survey control.
 OO0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0271.See file dsdata.txt to determine how the superseded data were derived.
 OO0271
 OO0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH147923(NAD 83)
 OO0271_MARKER: DB = BENCH MARK DISK
 OO0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0271_STAMPING: K 40 1934
 OO0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0271+STABILITY: SURFACE MOTION
 OO0271
 OO0271  HISTORY     - Date     Condition        Report By
 OO0271  HISTORY     - 1934     MONUMENTED       CGS
 OO0271  HISTORY     - 1934     GOOD             NGS
 OO0271
 OO0271                          STATION DESCRIPTION
 OO0271
 OO0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0271'IN OSAGE.
 OO0271'AT OSAGE, MITCHELL COUNTY, 49.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OO0271'OF THE ILLINOIS CENTRAL RAILROAD STATION, IN THE SOUTHEAST CORNER OF
 OO0271'THE STATION PARK, 30 FEET NORTH OF THE NORTH EDGE OF MAIN STREET, 16.6
 OO0271'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, AND 1 FOOT
 OO0271'NORTHEAST OF THE PARK FENCE.  A STANDARD DISK, STAMPED K 40 1934 AND
 OO0271'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0234 ***********************************************************************
 OO0234  DESIGNATION -  K 41
 OO0234  PID         -  OO0234
 OO0234  STATE/COUNTY-  IA/HOWARD
 OO0234  USGS QUAD   -  LIME SPRINGS NW (1981)
 OO0234
 OO0234                         *CURRENT SURVEY CONTROL
 OO0234  ___________________________________________________________________
 OO0234* NAD 83(1986)-  43 29 42.     (N)    092 26 31.     (W)     SCALED    
 OO0234* NAVD 88     -       381.384  (meters)    1251.26   (feet)  ADJUSTED  
 OO0234  ___________________________________________________________________
 OO0234  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 OO0234  DYNAMIC HT  -         381.289 (meters)    1250.95  (feet)  COMP
 OO0234  MODELED GRAV-     980,359.9   (mgal)                       NAVD 88
 OO0234
 OO0234  VERT ORDER  -  SECOND    CLASS 0
 OO0234
 OO0234.The horizontal coordinates were scaled from a topographic map and have
 OO0234.an estimated accuracy of +/- 6 seconds.
 OO0234
 OO0234.The orthometric height was determined by differential leveling
 OO0234.and adjusted by the National Geodetic Survey in June 1991..
 OO0234
 OO0234.The geoid height was determined by GEOID03.
 OO0234
 OO0234.The dynamic height is computed by dividing the NAVD 88
 OO0234.geopotential number by the normal gravity value computed on the
 OO0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0234.degrees latitude (g = 980.6199 gals.).
 OO0234
 OO0234.The modeled gravity was interpolated from observed gravity values.
 OO0234
 OO0234;                    North         East    Units  Estimated Accuracy
 OO0234;SPC IA N     - 1,222,150.    1,585,580.      MT  (+/- 180 meters Scaled)
 OO0234
 OO0234                          SUPERSEDED SURVEY CONTROL
 OO0234
 OO0234  NGVD 29 (??/??/92)  381.374  (m)         1251.22   (f) ADJ UNCH    2 0
 OO0234
 OO0234.Superseded values are not recommended for survey control.
 OO0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0234.See file dsdata.txt to determine how the superseded data were derived.
 OO0234
 OO0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ451159(NAD 83)
 OO0234_MARKER: DB = BENCH MARK DISK
 OO0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0234_STAMPING: K 41 1934
 OO0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0234+STABILITY: SURFACE MOTION
 OO0234
 OO0234  HISTORY     - Date     Condition        Report By
 OO0234  HISTORY     - 1934     MONUMENTED       CGS
 OO0234  HISTORY     - 1977     POOR             USGS
 OO0234
 OO0234                          STATION DESCRIPTION
 OO0234
 OO0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0234'3.3 MI SE FROM LE ROY.
 OO0234'IN HOWARD COUNTY, IOWA, 3.3 MILES SOUTHEAST ALONG THE CHICAGO,
 OO0234'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT LE ROY,
 OO0234'MOWER COUNTY, MINNESOTA, 2.1 MILES SOUTHEAST OF THE CROSSING OF THE
 OO0234'IOWA-MINNESOTA STATE LINE, 8 FEET WEST OF THE FIRST POLE EAST OF A
 OO0234'ROAD CROSSING, AND 39 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK,
 OO0234'STAMPED K 41 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OO0234'INCHES ABOVE GROUND.
 OO0234
 OO0234                          STATION RECOVERY (1977)
 OO0234
 OO0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OO0234'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0461 ***********************************************************************
 ON0461  DESIGNATION -  K 42
 ON0461  PID         -  ON0461
 ON0461  STATE/COUNTY-  IA/WINNESHIEK
 ON0461  USGS QUAD   -  FORT ATKINSON (1981)
 ON0461
 ON0461                         *CURRENT SURVEY CONTROL
 ON0461  ___________________________________________________________________
 ON0461* NAD 83(1986)-  43 13 37.     (N)    091 52 39.     (W)     SCALED    
 ON0461* NAVD 88     -       345.334  (meters)    1132.98   (feet)  ADJUSTED  
 ON0461  ___________________________________________________________________
 ON0461  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 ON0461  DYNAMIC HT  -         345.251 (meters)    1132.71  (feet)  COMP
 ON0461  MODELED GRAV-     980,370.2   (mgal)                       NAVD 88
 ON0461
 ON0461  VERT ORDER  -  SECOND    CLASS 0
 ON0461
 ON0461.The horizontal coordinates were scaled from a topographic map and have
 ON0461.an estimated accuracy of +/- 6 seconds.
 ON0461
 ON0461.The orthometric height was determined by differential leveling
 ON0461.and adjusted by the National Geodetic Survey in June 1991..
 ON0461
 ON0461.The geoid height was determined by GEOID03.
 ON0461
 ON0461.The dynamic height is computed by dividing the NAVD 88
 ON0461.geopotential number by the normal gravity value computed on the
 ON0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0461.degrees latitude (g = 980.6199 gals.).
 ON0461
 ON0461.The modeled gravity was interpolated from observed gravity values.
 ON0461
 ON0461;                    North         East    Units  Estimated Accuracy
 ON0461;SPC IA N     - 1,193,090.    1,631,800.      MT  (+/- 180 meters Scaled)
 ON0461
 ON0461                          SUPERSEDED SURVEY CONTROL
 ON0461
 ON0461  NGVD 29 (??/??/92)  345.348  (m)         1133.03   (f) ADJ UNCH    2 0
 ON0461
 ON0461.Superseded values are not recommended for survey control.
 ON0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0461.See file dsdata.txt to determine how the superseded data were derived.
 ON0461
 ON0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH911866(NAD 83)
 ON0461_MARKER: DB = BENCH MARK DISK
 ON0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0461_STAMPING: K 42 1934
 ON0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0461+STABILITY: SURFACE MOTION
 ON0461
 ON0461  HISTORY     - Date     Condition        Report By
 ON0461  HISTORY     - 1934     MONUMENTED       CGS
 ON0461  HISTORY     - 1977     MARK NOT FOUND   USGS
 ON0461
 ON0461                          STATION DESCRIPTION
 ON0461
 ON0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0461'1.3 MI NE FROM CONOVER.
 ON0461'1.3 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0461'PACIFIC RAILROAD FROM THE STATION AT CONOVER, WINNESHIEK COUNTY,
 ON0461'60 YARDS NORTHEAST OF THE NORTH END OF BRIDGE S 602, 37 FEET
 ON0461'NORTH OF THE NORTHWEST CORNER OF A SMALL PLANK BRIDGE OVER A
 ON0461'CREEK, 53.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK,
 ON0461'AND 1.5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 ON0461'DISK, STAMPED K 42 1934 AND SET IN THE TOP OF A CONCRETE
 ON0461'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 ON0461
 ON0461                          STATION RECOVERY (1977)
 ON0461
 ON0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0116 ***********************************************************************
 MH0116  DESIGNATION -  K 5
 MH0116  PID         -  MH0116
 MH0116  STATE/COUNTY-  IA/MAHASKA
 MH0116  USGS QUAD   -  PEORIA (1980)
 MH0116
 MH0116                         *CURRENT SURVEY CONTROL
 MH0116  ___________________________________________________________________
 MH0116* NAD 83(1986)-  41 22 43.     (N)    092 51 22.     (W)     SCALED    
 MH0116* NAVD 88     -       257.211  (meters)     843.87   (feet)  ADJUSTED  
 MH0116  ___________________________________________________________________
 MH0116  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 MH0116  DYNAMIC HT  -         257.102 (meters)     843.51  (feet)  COMP
 MH0116  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 MH0116
 MH0116  VERT ORDER  -  FIRST     CLASS II
 MH0116
 MH0116.The horizontal coordinates were scaled from a topographic map and have
 MH0116.an estimated accuracy of +/- 6 seconds.
 MH0116
 MH0116.The orthometric height was determined by differential leveling
 MH0116.and adjusted by the National Geodetic Survey in June 1991..
 MH0116
 MH0116.The geoid height was determined by GEOID03.
 MH0116
 MH0116.The dynamic height is computed by dividing the NAVD 88
 MH0116.geopotential number by the normal gravity value computed on the
 MH0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0116.degrees latitude (g = 980.6199 gals.).
 MH0116
 MH0116.The modeled gravity was interpolated from observed gravity values.
 MH0116
 MH0116;                    North         East    Units  Estimated Accuracy
 MH0116;SPC IA S     -   153,290.      553,860.      MT  (+/- 180 meters Scaled)
 MH0116
 MH0116                          SUPERSEDED SURVEY CONTROL
 MH0116
 MH0116  NGVD 29 (??/??/92)  257.19   (m)          843.8    (f) COMPUTED    1 2
 MH0116
 MH0116.Superseded values are not recommended for survey control.
 MH0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0116.See file dsdata.txt to determine how the superseded data were derived.
 MH0116
 MH0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF120807(NAD 83)
 MH0116_MARKER: DB = BENCH MARK DISK
 MH0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0116_SP_SET: CULVERT
 MH0116_STAMPING: 876.583 K 5 1930
 MH0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0116
 MH0116  HISTORY     - Date     Condition        Report By
 MH0116  HISTORY     - 1930     MONUMENTED       CGS
 MH0116  HISTORY     - 1943     GOOD             NGS
 MH0116
 MH0116                          STATION DESCRIPTION
 MH0116
 MH0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MH0116'3.5 MI SE FROM PELLA.
 MH0116'IN MAHASKA COUNTY, 3.5 MILES SOUTHEAST ALONG THE CHICAGO, ROCK
 MH0116'ISLAND AND PACIFIC RAILWAY FROM PELLA, MARION COUNTY, 200 FEET
 MH0116'NORTHWEST OF POWERLINE TOWER 241, 20 FEET SOUTH OF THE CENTER OF
 MH0116'A ROAD CROSSING, AND IN THE TOP OF THE NORTHEAST END OF A
 MH0116'CULVERT.  A STANDARD DISK, STAMPED 876.583 K 5 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0062 ***********************************************************************
 MH0062  DESIGNATION -  K 6
 MH0062  PID         -  MH0062
 MH0062  STATE/COUNTY-  IA/JEFFERSON
 MH0062  USGS QUAD   -  OLLIE (1980)
 MH0062
 MH0062                         *CURRENT SURVEY CONTROL
 MH0062  ___________________________________________________________________
 MH0062* NAD 83(1986)-  41 09 33.     (N)    092 07 14.     (W)     SCALED    
 MH0062* NAVD 88     -       243.145  (meters)     797.72   (feet)  ADJUSTED  
 MH0062  ___________________________________________________________________
 MH0062  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 MH0062  DYNAMIC HT  -         243.038 (meters)     797.37  (feet)  COMP
 MH0062  MODELED GRAV-     980,180.6   (mgal)                       NAVD 88
 MH0062
 MH0062  VERT ORDER  -  FIRST     CLASS II
 MH0062
 MH0062.The horizontal coordinates were scaled from a topographic map and have
 MH0062.an estimated accuracy of +/- 6 seconds.
 MH0062
 MH0062.The orthometric height was determined by differential leveling
 MH0062.and adjusted by the National Geodetic Survey in June 1991..
 MH0062
 MH0062.The geoid height was determined by GEOID03.
 MH0062
 MH0062.The dynamic height is computed by dividing the NAVD 88
 MH0062.geopotential number by the normal gravity value computed on the
 MH0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0062.degrees latitude (g = 980.6199 gals.).
 MH0062
 MH0062.The modeled gravity was interpolated from observed gravity values.
 MH0062
 MH0062;                    North         East    Units  Estimated Accuracy
 MH0062;SPC IA S     -   129,640.      615,770.      MT  (+/- 180 meters Scaled)
 MH0062
 MH0062                          SUPERSEDED SURVEY CONTROL
 MH0062
 MH0062  NGVD 29 (??/??/92)  243.151  (m)          797.74   (f) ADJ UNCH    1 2
 MH0062
 MH0062.Superseded values are not recommended for survey control.
 MH0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0062.See file dsdata.txt to determine how the superseded data were derived.
 MH0062
 MH0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF737567(NAD 83)
 MH0062_MARKER: DB = BENCH MARK DISK
 MH0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0062_SP_SET: BRIDGE
 MH0062_STAMPING: 797.738 K 6 1930
 MH0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0062
 MH0062  HISTORY     - Date     Condition        Report By
 MH0062  HISTORY     - 1930     MONUMENTED       CGS
 MH0062  HISTORY     - 1940     GOOD             NGS
 MH0062  HISTORY     - 1976     MARK NOT FOUND   USGS
 MH0062
 MH0062                          STATION DESCRIPTION
 MH0062
 MH0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MH0062'1.2 MI NE FROM LINBY.
 MH0062'1-1/4 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MH0062'PACIFIC RAILROAD FROM LINBY, JEFFERSON COUNTY, AT BRIDGE 1-1122
 MH0062'OVER A NORTH-AND-SOUTH HIGHWAY, AND IN THE NORTH END OF THE WEST
 MH0062'ABUTMENT.  A STANDARD DISK, STAMPED 797.738 K 6 1930.
 MH0062
 MH0062                          STATION RECOVERY (1976)
 MH0062
 MH0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MH0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0043 ***********************************************************************
 LE0043  DESIGNATION -  K 7
 LE0043  PID         -  LE0043
 LE0043  STATE/COUNTY-  IA/DAVIS
 LE0043  USGS QUAD   -  BLOOMFIELD NORTH (1980)
 LE0043
 LE0043                         *CURRENT SURVEY CONTROL
 LE0043  ___________________________________________________________________
 LE0043* NAD 83(1986)-  40 46 20.     (N)    092 25 31.     (W)     SCALED    
 LE0043* NAVD 88     -       241.105  (meters)     791.03   (feet)  ADJUSTED  
 LE0043  ___________________________________________________________________
 LE0043  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LE0043  DYNAMIC HT  -         240.987 (meters)     790.64  (feet)  COMP
 LE0043  MODELED GRAV-     980,131.0   (mgal)                       NAVD 88
 LE0043
 LE0043  VERT ORDER  -  FIRST     CLASS II
 LE0043
 LE0043.The horizontal coordinates were scaled from a topographic map and have
 LE0043.an estimated accuracy of +/- 6 seconds.
 LE0043
 LE0043.The orthometric height was determined by differential leveling
 LE0043.and adjusted by the National Geodetic Survey in June 1991..
 LE0043
 LE0043.The geoid height was determined by GEOID03.
 LE0043
 LE0043.The dynamic height is computed by dividing the NAVD 88
 LE0043.geopotential number by the normal gravity value computed on the
 LE0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0043.degrees latitude (g = 980.6199 gals.).
 LE0043
 LE0043.The modeled gravity was interpolated from observed gravity values.
 LE0043
 LE0043;                    North         East    Units  Estimated Accuracy
 LE0043;SPC IA S     -    86,310.      590,730.      MT  (+/- 180 meters Scaled)
 LE0043
 LE0043                          SUPERSEDED SURVEY CONTROL
 LE0043
 LE0043  NGVD 29 (??/??/92)  241.089  (m)          790.97   (f) ADJ UNCH    1 2
 LE0043
 LE0043.Superseded values are not recommended for survey control.
 LE0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0043.See file dsdata.txt to determine how the superseded data were derived.
 LE0043
 LE0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF485136(NAD 83)
 LE0043_MARKER: DB = BENCH MARK DISK
 LE0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0043_STAMPING: 790.917 K 7 1930
 LE0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0043+STABILITY: SURFACE MOTION
 LE0043
 LE0043  HISTORY     - Date     Condition        Report By
 LE0043  HISTORY     - 1930     MONUMENTED       CGS
 LE0043  HISTORY     - 1943     GOOD             NGS
 LE0043
 LE0043                          STATION DESCRIPTION
 LE0043
 LE0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0043'1.8 MI N FROM BLOOMFIELD.
 LE0043'ABOUT 1-3/4 MILES NORTH ALONG THE WABASH RAILWAY FROM BLOOMFIELD,
 LE0043'DAVIS COUNTY, 0.2 MILE SOUTH OF MILEPOST 260, 600 FEET NORTH OF A
 LE0043'RAILROAD WATER TANK, 200 FEET SOUTH OF A ROAD CROSSING, 48
 LE0043'FEET WEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET FROM A
 LE0043'GATEPOST.  A STANDARD DISK, STAMPED 790.917 K 7 1930 AND
 LE0043'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0331 ***********************************************************************
 MG0331  DESIGNATION -  K 70
 MG0331  PID         -  MG0331
 MG0331  STATE/COUNTY-  IA/SCOTT
 MG0331  USGS QUAD   -  DONAHUE (1991)
 MG0331
 MG0331                         *CURRENT SURVEY CONTROL
 MG0331  ___________________________________________________________________
 MG0331* NAD 83(1986)-  41 41 13.     (N)    090 38 47.     (W)     SCALED    
 MG0331* NAVD 88     -       221.428  (meters)     726.47   (feet)  ADJUSTED  
 MG0331  ___________________________________________________________________
 MG0331  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 MG0331  DYNAMIC HT  -         221.345 (meters)     726.20  (feet)  COMP
 MG0331  MODELED GRAV-     980,242.7   (mgal)                       NAVD 88
 MG0331
 MG0331  VERT ORDER  -  SECOND    CLASS 0
 MG0331
 MG0331.The horizontal coordinates were scaled from a topographic map and have
 MG0331.an estimated accuracy of +/- 6 seconds.
 MG0331
 MG0331.The orthometric height was determined by differential leveling
 MG0331.and adjusted by the National Geodetic Survey in June 1991..
 MG0331
 MG0331.The geoid height was determined by GEOID03.
 MG0331
 MG0331.The dynamic height is computed by dividing the NAVD 88
 MG0331.geopotential number by the normal gravity value computed on the
 MG0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0331.degrees latitude (g = 980.6199 gals.).
 MG0331
 MG0331.The modeled gravity was interpolated from observed gravity values.
 MG0331
 MG0331;                    North         East    Units  Estimated Accuracy
 MG0331;SPC IA S     -   191,230.      737,530.      MT  (+/- 180 meters Scaled)
 MG0331
 MG0331                          SUPERSEDED SURVEY CONTROL
 MG0331
 MG0331  NGVD 29 (??/??/92)  221.474  (m)          726.62   (f) ADJ UNCH    2 0
 MG0331
 MG0331.Superseded values are not recommended for survey control.
 MG0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0331.See file dsdata.txt to determine how the superseded data were derived.
 MG0331
 MG0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG958176(NAD 83)
 MG0331_MARKER: DB = BENCH MARK DISK
 MG0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0331_STAMPING: K 70 1934
 MG0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0331+STABILITY: SURFACE MOTION
 MG0331
 MG0331  HISTORY     - Date     Condition        Report By
 MG0331  HISTORY     - 1934     MONUMENTED       CGS
 MG0331  HISTORY     - 19880128 MARK NOT FOUND   USPSQD
 MG0331  HISTORY     - 19961118 MARK NOT FOUND   USPSQD
 MG0331
 MG0331                          STATION DESCRIPTION
 MG0331
 MG0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0331'1.5 MI SE FROM DONAHUE.
 MG0331'1.5 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0331'AND PACIFIC RAILROAD FROM THE STATION AT DONAHUE, SCOTT COUNTY,
 MG0331'8 POLES EAST OF MILEPOST 14, AT A PUBLIC-ROAD CROSSING, 26
 MG0331'FEET WEST OF THE CENTERLINE OF THE ROAD, 18 FEET SOUTH OF THE
 MG0331'CENTERLINE OF THE TRACK, 2 FEET WEST AND 11 FEET NORTH OF THE
 MG0331'RIGHT-OF-WAY FENCE CORNER, 2 FEET EAST OF A CATTLE GUARD,
 MG0331'AND ONE FOOT ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK,
 MG0331'STAMPED K 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MG0331
 MG0331                          STATION RECOVERY (1988)
 MG0331
 MG0331'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0331'MARK NOT FOUND.
 MG0331
 MG0331                          STATION RECOVERY (1996)
 MG0331
 MG0331'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0510 ***********************************************************************
 NJ0510  DESIGNATION -  K 71
 NJ0510  PID         -  NJ0510
 NJ0510  STATE/COUNTY-  IA/JONES
 NJ0510  USGS QUAD   -  WYOMING WEST (1980)
 NJ0510
 NJ0510                         *CURRENT SURVEY CONTROL
 NJ0510  ___________________________________________________________________
 NJ0510* NAD 83(1986)-  42 04 50.     (N)    091 02 04.     (W)     SCALED    
 NJ0510* NAVD 88     -       257.976  (meters)     846.38   (feet)  ADJUSTED  
 NJ0510  ___________________________________________________________________
 NJ0510  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 NJ0510  DYNAMIC HT  -         257.884 (meters)     846.07  (feet)  COMP
 NJ0510  MODELED GRAV-     980,258.4   (mgal)                       NAVD 88
 NJ0510
 NJ0510  VERT ORDER  -  SECOND    CLASS 0
 NJ0510
 NJ0510.The horizontal coordinates were scaled from a topographic map and have
 NJ0510.an estimated accuracy of +/- 6 seconds.
 NJ0510
 NJ0510.The orthometric height was determined by differential leveling
 NJ0510.and adjusted by the National Geodetic Survey in June 1991..
 NJ0510
 NJ0510.The geoid height was determined by GEOID03.
 NJ0510
 NJ0510.The dynamic height is computed by dividing the NAVD 88
 NJ0510.geopotential number by the normal gravity value computed on the
 NJ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0510.degrees latitude (g = 980.6199 gals.).
 NJ0510
 NJ0510.The modeled gravity was interpolated from observed gravity values.
 NJ0510
 NJ0510;                    North         East    Units  Estimated Accuracy
 NJ0510;SPC IA N     - 1,067,460.    1,703,990.      MT  (+/- 180 meters Scaled)
 NJ0510
 NJ0510                          SUPERSEDED SURVEY CONTROL
 NJ0510
 NJ0510  NGVD 29 (??/??/92)  258.002  (m)          846.46   (f) ADJ UNCH    2 0
 NJ0510
 NJ0510.Superseded values are not recommended for survey control.
 NJ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0510.See file dsdata.txt to determine how the superseded data were derived.
 NJ0510
 NJ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG625605(NAD 83)
 NJ0510_MARKER: DB = BENCH MARK DISK
 NJ0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0510_STAMPING: K 71 1934
 NJ0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0510+STABILITY: SURFACE MOTION
 NJ0510
 NJ0510  HISTORY     - Date     Condition        Report By
 NJ0510  HISTORY     - 1934     MONUMENTED       CGS
 NJ0510  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0510  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0510
 NJ0510                          STATION DESCRIPTION
 NJ0510
 NJ0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0510'2.3 MI NE FROM WYOMING.
 NJ0510'2.3 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0510'PACIFIC RAILROAD FROM THE STATION AT WYOMING, JONES COUNTY, 11
 NJ0510'POLES NORTHWEST OF MILEPOST 53, 40 YARDS NORTHWEST OF WOODEN
 NJ0510'TRESTLE 256, AT A PUBLIC-ROAD CROSSING, 80 FEET NORTHWEST OF THE
 NJ0510'CENTERLINE OF THE ROAD, 30 FEET SOUTHWEST OF THE CENTERLINE OF
 NJ0510'THE TRACK, 5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND
 NJ0510'ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NJ0510'K 71 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NJ0510
 NJ0510                          STATION RECOVERY (1977)
 NJ0510
 NJ0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0510'MARK NOT FOUND.
 NJ0510
 NJ0510                          STATION RECOVERY (1998)
 NJ0510
 NJ0510'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0420 ***********************************************************************
 NJ0420  DESIGNATION -  K 72
 NJ0420  PID         -  NJ0420
 NJ0420  STATE/COUNTY-  IA/DELAWARE
 NJ0420  USGS QUAD   -  GREELEY (1965)
 NJ0420
 NJ0420                         *CURRENT SURVEY CONTROL
 NJ0420  ___________________________________________________________________
 NJ0420* NAD 83(1986)-  42 32 35.     (N)    091 21 23.     (W)     SCALED    
 NJ0420* NAVD 88     -       319.964  (meters)    1049.75   (feet)  ADJUSTED  
 NJ0420  ___________________________________________________________________
 NJ0420  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 NJ0420  DYNAMIC HT  -         319.873 (meters)    1049.45  (feet)  COMP
 NJ0420  MODELED GRAV-     980,328.8   (mgal)                       NAVD 88
 NJ0420
 NJ0420  VERT ORDER  -  SECOND    CLASS 0
 NJ0420
 NJ0420.The horizontal coordinates were scaled from a topographic map and have
 NJ0420.an estimated accuracy of +/- 6 seconds.
 NJ0420
 NJ0420.The orthometric height was determined by differential leveling
 NJ0420.and adjusted by the National Geodetic Survey in June 1991..
 NJ0420
 NJ0420.The geoid height was determined by GEOID03.
 NJ0420
 NJ0420.The dynamic height is computed by dividing the NAVD 88
 NJ0420.geopotential number by the normal gravity value computed on the
 NJ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0420.degrees latitude (g = 980.6199 gals.).
 NJ0420
 NJ0420.The modeled gravity was interpolated from observed gravity values.
 NJ0420
 NJ0420;                    North         East    Units  Estimated Accuracy
 NJ0420;SPC IA N     - 1,118,090.    1,676,050.      MT  (+/- 180 meters Scaled)
 NJ0420
 NJ0420                          SUPERSEDED SURVEY CONTROL
 NJ0420
 NJ0420  NGVD 29 (??/??/92)  319.996  (m)         1049.85   (f) ADJ UNCH    2 0
 NJ0420
 NJ0420.Superseded values are not recommended for survey control.
 NJ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0420.See file dsdata.txt to determine how the superseded data were derived.
 NJ0420
 NJ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH349113(NAD 83)
 NJ0420_MARKER: DB = BENCH MARK DISK
 NJ0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0420_SP_SET: SEMAPHORE BASE
 NJ0420_STAMPING: K 72 1934
 NJ0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0420
 NJ0420  HISTORY     - Date     Condition        Report By
 NJ0420  HISTORY     - 1934     MONUMENTED       CGS
 NJ0420  HISTORY     - 1935     GOOD             NGS
 NJ0420
 NJ0420                          STATION DESCRIPTION
 NJ0420
 NJ0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NJ0420'AT ONEIDA.
 NJ0420'AT ONEIDA, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NJ0420'RAILROAD, 13 FEET NORTH OF WOODEN TRESTLE BRIDGE H 448, AT THE
 NJ0420'CROSSING OF THE CHICAGO GREAT WESTERN RAILROAD, 78 FEET SOUTH
 NJ0420'OF THE CENTERLINE OF THE CGWRR MAIN TRACK, 10 FEET EAST OF THE
 NJ0420'CENTERLINE OF THE CMS+P AND P RR TRACK, AT AN OLD SEMAPHORE
 NJ0420'SIGNAL, IN THE TOP OF THE CENTER OF THE CONCRETE BASE, AND ABOUT
 NJ0420'1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NJ0420'K 72 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0413 ***********************************************************************
 NJ0413  DESIGNATION -  K 73
 NJ0413  PID         -  NJ0413
 NJ0413  STATE/COUNTY-  IA/DELAWARE
 NJ0413  USGS QUAD   -  GREELEY (1965)
 NJ0413
 NJ0413                         *CURRENT SURVEY CONTROL
 NJ0413  ___________________________________________________________________
 NJ0413* NAD 83(1986)-  42 31 41.     (N)    091 19 39.     (W)     SCALED    
 NJ0413* NAVD 88     -       309.429  (meters)    1015.18   (feet)  ADJUSTED  
 NJ0413  ___________________________________________________________________
 NJ0413  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 NJ0413  DYNAMIC HT  -         309.339 (meters)    1014.89  (feet)  COMP
 NJ0413  MODELED GRAV-     980,321.9   (mgal)                       NAVD 88
 NJ0413
 NJ0413  VERT ORDER  -  SECOND    CLASS 0
 NJ0413
 NJ0413.The horizontal coordinates were scaled from a topographic map and have
 NJ0413.an estimated accuracy of +/- 6 seconds.
 NJ0413
 NJ0413.The orthometric height was determined by differential leveling
 NJ0413.and adjusted by the National Geodetic Survey in June 1991..
 NJ0413
 NJ0413.The geoid height was determined by GEOID03.
 NJ0413
 NJ0413.The dynamic height is computed by dividing the NAVD 88
 NJ0413.geopotential number by the normal gravity value computed on the
 NJ0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0413.degrees latitude (g = 980.6199 gals.).
 NJ0413
 NJ0413.The modeled gravity was interpolated from observed gravity values.
 NJ0413
 NJ0413;                    North         East    Units  Estimated Accuracy
 NJ0413;SPC IA N     - 1,116,490.    1,678,470.      MT  (+/- 180 meters Scaled)
 NJ0413
 NJ0413                          SUPERSEDED SURVEY CONTROL
 NJ0413
 NJ0413  NGVD 29 (??/??/92)  309.459  (m)         1015.28   (f) ADJ UNCH    2 0
 NJ0413
 NJ0413.Superseded values are not recommended for survey control.
 NJ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0413.See file dsdata.txt to determine how the superseded data were derived.
 NJ0413
 NJ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH373097(NAD 83)
 NJ0413_MARKER: DB = BENCH MARK DISK
 NJ0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0413_SP_SET: CULVERT
 NJ0413_STAMPING: K 73 1934
 NJ0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0413
 NJ0413  HISTORY     - Date     Condition        Report By
 NJ0413  HISTORY     - 1934     MONUMENTED       CGS
 NJ0413
 NJ0413                          STATION DESCRIPTION
 NJ0413
 NJ0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0413'1.8 MI SE FROM ONEIDA.
 NJ0413'1.8 MILES SOUTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NJ0413'FROM THE INTERSECTION OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0413'PACIFIC RAILROAD AT ONEIDA, DELAWARE COUNTY, 15 POLES WEST OF
 NJ0413'MILEPOST 213, AT AN 8- BY 10-FOOT STONE AND CONCRETE CULVERT
 NJ0413'AND CATTLE PASS, IN THE TOP OF THE EAST END OF THE NORTH
 NJ0413'HEADWALL, 12 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 NJ0413'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NJ0413'K 73 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0567 ***********************************************************************
 NJ0567  DESIGNATION -  K 75
 NJ0567  PID         -  NJ0567
 NJ0567  STATE/COUNTY-  IA/LINN
 NJ0567  USGS QUAD   -  WALKER (1982)
 NJ0567
 NJ0567                         *CURRENT SURVEY CONTROL
 NJ0567  ___________________________________________________________________
 NJ0567* NAD 83(1986)-  42 17 11.     (N)    091 46 56.     (W)     SCALED    
 NJ0567* NAVD 88     -       269.739  (meters)     884.97   (feet)  ADJUSTED  
 NJ0567  ___________________________________________________________________
 NJ0567  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 NJ0567  DYNAMIC HT  -         269.658 (meters)     884.70  (feet)  COMP
 NJ0567  MODELED GRAV-     980,311.5   (mgal)                       NAVD 88
 NJ0567
 NJ0567  VERT ORDER  -  SECOND    CLASS 0
 NJ0567
 NJ0567.The horizontal coordinates were scaled from a topographic map and have
 NJ0567.an estimated accuracy of +/- 6 seconds.
 NJ0567
 NJ0567.The orthometric height was determined by differential leveling
 NJ0567.and adjusted by the National Geodetic Survey in June 1991..
 NJ0567
 NJ0567.The geoid height was determined by GEOID03.
 NJ0567
 NJ0567.The dynamic height is computed by dividing the NAVD 88
 NJ0567.geopotential number by the normal gravity value computed on the
 NJ0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0567.degrees latitude (g = 980.6199 gals.).
 NJ0567
 NJ0567.The modeled gravity was interpolated from observed gravity values.
 NJ0567
 NJ0567;                    North         East    Units  Estimated Accuracy
 NJ0567;SPC IA N     - 1,088,790.    1,641,670.      MT  (+/- 180 meters Scaled)
 NJ0567
 NJ0567                          SUPERSEDED SURVEY CONTROL
 NJ0567
 NJ0567  NGVD 29 (??/??/92)  269.770  (m)          885.07   (f) ADJ UNCH    2 0
 NJ0567
 NJ0567.Superseded values are not recommended for survey control.
 NJ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0567.See file dsdata.txt to determine how the superseded data were derived.
 NJ0567
 NJ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG004822(NAD 83)
 NJ0567_MARKER: DB = BENCH MARK DISK
 NJ0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0567_STAMPING: K 75 1934
 NJ0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0567+STABILITY: SURFACE MOTION
 NJ0567
 NJ0567  HISTORY     - Date     Condition        Report By
 NJ0567  HISTORY     - 1934     MONUMENTED       CGS
 NJ0567
 NJ0567                          STATION DESCRIPTION
 NJ0567
 NJ0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0567'AT WALKER.
 NJ0567'AT WALKER, LINN COUNTY, 50 FEET NORTHEAST OF THE NORTHEAST CORNER
 NJ0567'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION, BETWEEN
 NJ0567'TWO LARGE COTTONWOOD TREES AT A PARK, 65 FEET EAST OF THE CENTERLINE
 NJ0567'OF THE TRACK, AND 45 FEET SOUTH OF THE CENTERLINE OF A STREET.
 NJ0567'A STANDARD DISK, STAMPED K 75 1934 AND SET IN THE TOP OF A CONCRETE
 NJ0567'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0639 ***********************************************************************
 MG0639  DESIGNATION -  K 76
 MG0639  PID         -  MG0639
 MG0639  STATE/COUNTY-  IA/JOHNSON
 MG0639  USGS QUAD   -  ELY (1994)
 MG0639
 MG0639                         *CURRENT SURVEY CONTROL
 MG0639  ___________________________________________________________________
 MG0639* NAD 83(1986)-  41 49 10.     (N)    091 31 42.     (W)     SCALED    
 MG0639* NAVD 88     -       230.730  (meters)     756.99   (feet)  ADJUSTED  
 MG0639  ___________________________________________________________________
 MG0639  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 MG0639  DYNAMIC HT  -         230.643 (meters)     756.70  (feet)  COMP
 MG0639  MODELED GRAV-     980,238.8   (mgal)                       NAVD 88
 MG0639
 MG0639  VERT ORDER  -  SECOND    CLASS 0
 MG0639
 MG0639.The horizontal coordinates were scaled from a topographic map and have
 MG0639.an estimated accuracy of +/- 6 seconds.
 MG0639
 MG0639.The orthometric height was determined by differential leveling
 MG0639.and adjusted by the National Geodetic Survey in June 1991..
 MG0639
 MG0639.The geoid height was determined by GEOID03.
 MG0639
 MG0639.The dynamic height is computed by dividing the NAVD 88
 MG0639.geopotential number by the normal gravity value computed on the
 MG0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0639.degrees latitude (g = 980.6199 gals.).
 MG0639
 MG0639.The modeled gravity was interpolated from observed gravity values.
 MG0639
 MG0639;                    North         East    Units  Estimated Accuracy
 MG0639;SPC IA S     -   203,910.      663,800.      MT  (+/- 180 meters Scaled)
 MG0639
 MG0639                          SUPERSEDED SURVEY CONTROL
 MG0639
 MG0639  NGVD 29 (??/??/92)  230.762  (m)          757.09   (f) ADJ UNCH    2 0
 MG0639
 MG0639.Superseded values are not recommended for survey control.
 MG0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0639.See file dsdata.txt to determine how the superseded data were derived.
 MG0639
 MG0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG222307(NAD 83)
 MG0639_MARKER: DB = BENCH MARK DISK
 MG0639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0639_SP_SET: CULVERT
 MG0639_STAMPING: K 76 1934
 MG0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0639
 MG0639  HISTORY     - Date     Condition        Report By
 MG0639  HISTORY     - 1934     MONUMENTED       CGS
 MG0639  HISTORY     - 1966     MARK NOT FOUND   USGS
 MG0639  HISTORY     - 19980106 MARK NOT FOUND   NGS
 MG0639
 MG0639                          STATION DESCRIPTION
 MG0639
 MG0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0639'4.8 MI SE FROM ELY.
 MG0639'IN JOHNSON COUNTY, 4.8 MILES SOUTHEAST ALONG THE CHICAGO,
 MG0639'ROCK ISLAND AND PACIFIC RAILWAY FROM THE STATION AT ELY, LINN
 MG0639'COUNTY, 26 POLES NORTHWEST OF MILEPOST 84, 100 FEET WEST OF THE
 MG0639'CENTER OF THE CROSSING OF A PUBLIC ROAD, 55 FEET SOUTHWEST OF
 MG0639'THE CENTERLINE OF THE TRACK, AT A 2-FOOT SQUARE RCB CULVERT,
 MG0639'IN THE TOP OF THE CENTER OF THE NORTH CONCRETE HEAD WALL, AND
 MG0639'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 76 1934.
 MG0639
 MG0639                          STATION RECOVERY (1966)
 MG0639
 MG0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MG0639'MARK NOT FOUND.
 MG0639
 MG0639                          STATION RECOVERY (1998)
 MG0639
 MG0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0639'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 MG0639'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0410 ***********************************************************************
 MG0410  DESIGNATION -  K 77
 MG0410  PID         -  MG0410
 MG0410  STATE/COUNTY-  IA/MUSCATINE
 MG0410  USGS QUAD   -  NICHOLS (1970)
 MG0410
 MG0410                         *CURRENT SURVEY CONTROL
 MG0410  ___________________________________________________________________
 MG0410* NAD 83(1986)-  41 24 40.     (N)    091 20 53.     (W)     SCALED    
 MG0410* NAVD 88     -       187.763  (meters)     616.02   (feet)  ADJUSTED  
 MG0410  ___________________________________________________________________
 MG0410  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MG0410  DYNAMIC HT  -         187.688 (meters)     615.77  (feet)  COMP
 MG0410  MODELED GRAV-     980,219.3   (mgal)                       NAVD 88
 MG0410
 MG0410  VERT ORDER  -  SECOND    CLASS 0
 MG0410
 MG0410.The horizontal coordinates were scaled from a topographic map and have
 MG0410.an estimated accuracy of +/- 6 seconds.
 MG0410
 MG0410.The orthometric height was determined by differential leveling
 MG0410.and adjusted by the National Geodetic Survey in June 1991..
 MG0410
 MG0410.The geoid height was determined by GEOID03.
 MG0410
 MG0410.The dynamic height is computed by dividing the NAVD 88
 MG0410.geopotential number by the normal gravity value computed on the
 MG0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0410.degrees latitude (g = 980.6199 gals.).
 MG0410
 MG0410.The modeled gravity was interpolated from observed gravity values.
 MG0410
 MG0410;                    North         East    Units  Estimated Accuracy
 MG0410;SPC IA S     -   158,930.      679,900.      MT  (+/- 180 meters Scaled)
 MG0410
 MG0410                          SUPERSEDED SURVEY CONTROL
 MG0410
 MG0410  NGVD 29 (??/??/92)  187.823  (m)          616.22   (f) ADJ UNCH    2 0
 MG0410
 MG0410.Superseded values are not recommended for survey control.
 MG0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0410.See file dsdata.txt to determine how the superseded data were derived.
 MG0410
 MG0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF380857(NAD 83)
 MG0410_MARKER: DB = BENCH MARK DISK
 MG0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0410_SP_SET: CULVERT
 MG0410_STAMPING: K 77 1934
 MG0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0410
 MG0410  HISTORY     - Date     Condition        Report By
 MG0410  HISTORY     - 1934     MONUMENTED       CGS
 MG0410  HISTORY     - 1957     MARK NOT FOUND   NGS
 MG0410  HISTORY     - 1967     GOOD             NGS
 MG0410  HISTORY     - 19980716 MARK NOT FOUND   USPSQD
 MG0410  HISTORY     - 19980814 GOOD             USPSQD
 MG0410
 MG0410                          STATION DESCRIPTION
 MG0410
 MG0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MG0410'2.1 MI NW FROM CONESVILLE.
 MG0410'2.1 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0410'RAILWAY FROM THE STATION AT CONESVILLE, MUSCATINE COUNTY,
 MG0410'18-1/2 POLES NORTH OF MILEPOST 49, AT A 14-INCH CAST-IRON PIPE
 MG0410'CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 MG0410'HEADWALL, 12 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 1-1/2
 MG0410'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 77 1934.
 MG0410
 MG0410                          STATION RECOVERY (1967)
 MG0410
 MG0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MG0410'RECOVERED IN GOOD CONDITION.
 MG0410
 MG0410                          STATION RECOVERY (1998)
 MG0410
 MG0410'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0410'MARK NOT FOUND.
 MG0410
 MG0410                          STATION RECOVERY (1998)
 MG0410
 MG0410'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0362 ***********************************************************************
 MG0362  DESIGNATION -  K 78
 MG0362  PID         -  MG0362
 MG0362  STATE/COUNTY-  IA/SCOTT
 MG0362  USGS QUAD   -  DIXON (1991)
 MG0362
 MG0362                         *CURRENT SURVEY CONTROL
 MG0362  ___________________________________________________________________
 MG0362* NAD 83(1986)-  41 44 06.     (N)    090 47 53.     (W)     SCALED    
 MG0362* NAVD 88     -       209.611  (meters)     687.70   (feet)  ADJUSTED  
 MG0362  ___________________________________________________________________
 MG0362  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 MG0362  DYNAMIC HT  -         209.534 (meters)     687.45  (feet)  COMP
 MG0362  MODELED GRAV-     980,249.6   (mgal)                       NAVD 88
 MG0362
 MG0362  VERT ORDER  -  SECOND    CLASS 0
 MG0362
 MG0362.The horizontal coordinates were scaled from a topographic map and have
 MG0362.an estimated accuracy of +/- 6 seconds.
 MG0362
 MG0362.The orthometric height was determined by differential leveling
 MG0362.and adjusted by the National Geodetic Survey in June 1991..
 MG0362
 MG0362.The geoid height was determined by GEOID03.
 MG0362
 MG0362.The dynamic height is computed by dividing the NAVD 88
 MG0362.geopotential number by the normal gravity value computed on the
 MG0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0362.degrees latitude (g = 980.6199 gals.).
 MG0362
 MG0362.The modeled gravity was interpolated from observed gravity values.
 MG0362
 MG0362;                    North         East    Units  Estimated Accuracy
 MG0362;SPC IA S     -   196,170.      724,750.      MT  (+/- 180 meters Scaled)
 MG0362
 MG0362                          SUPERSEDED SURVEY CONTROL
 MG0362
 MG0362  NGVD 29 (??/??/92)  209.656  (m)          687.85   (f) ADJ UNCH    2 0
 MG0362
 MG0362.Superseded values are not recommended for survey control.
 MG0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0362.See file dsdata.txt to determine how the superseded data were derived.
 MG0362
 MG0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG831226(NAD 83)
 MG0362_MARKER: DB = BENCH MARK DISK
 MG0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0362_SP_SET: ABUTMENT
 MG0362_STAMPING: K 78 1934
 MG0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0362
 MG0362  HISTORY     - Date     Condition        Report By
 MG0362  HISTORY     - 1934     MONUMENTED       CGS
 MG0362  HISTORY     - 19880129 MARK NOT FOUND   USPSQD
 MG0362  HISTORY     - 19961118 MARK NOT FOUND   USPSQD
 MG0362  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0362
 MG0362                          STATION DESCRIPTION
 MG0362
 MG0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0362'1.4 MI SW FROM DIXON.
 MG0362'1.4 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0362'RAILWAY FROM THE STATION AT DIXON, SCOTT COUNTY, 17 POLES EAST
 MG0362'OF MILEPOST 57, 175 FEET EAST OF THE CENTER OF A PUBLIC-ROAD
 MG0362'CROSSING, AT 70-FOOT STEEL BRIDGE 576, IN THE SOUTH END OF THE
 MG0362'BACK WALL OF THE WEST STONE ABUTMENT, 10 FEET SOUTH OF THE
 MG0362'CENTERLINE OF THE TRACK, AND ONE FOOT LOWER THAN THE RAIL.  A
 MG0362'STANDARD DISK, STAMPED K 78 1934.
 MG0362
 MG0362                          STATION RECOVERY (1988)
 MG0362
 MG0362'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0362'MARK NOT FOUND.
 MG0362
 MG0362                          STATION RECOVERY (1996)
 MG0362
 MG0362'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0362'MARK NOT FOUND.
 MG0362
 MG0362                          STATION RECOVERY (2000)
 MG0362
 MG0362'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0362'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0239 ***********************************************************************
 NJ0239  DESIGNATION -  K 79
 NJ0239  PID         -  NJ0239
 NJ0239  STATE/COUNTY-  IA/JACKSON
 NJ0239  USGS QUAD   -  MAQUOKETA (1980)
 NJ0239
 NJ0239                         *CURRENT SURVEY CONTROL
 NJ0239  ___________________________________________________________________
 NJ0239* NAD 83(1986)-  42 04 14.     (N)    090 39 55.     (W)     SCALED    
 NJ0239* NAVD 88     -       213.988  (meters)     702.06   (feet)  ADJUSTED  
 NJ0239  ___________________________________________________________________
 NJ0239  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 NJ0239  DYNAMIC HT  -         213.916 (meters)     701.82  (feet)  COMP
 NJ0239  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 NJ0239
 NJ0239  VERT ORDER  -  SECOND    CLASS 0
 NJ0239
 NJ0239.The horizontal coordinates were scaled from a topographic map and have
 NJ0239.an estimated accuracy of +/- 6 seconds.
 NJ0239
 NJ0239.The orthometric height was determined by differential leveling
 NJ0239.and adjusted by the National Geodetic Survey in June 1991..
 NJ0239
 NJ0239.The geoid height was determined by GEOID03.
 NJ0239
 NJ0239.The dynamic height is computed by dividing the NAVD 88
 NJ0239.geopotential number by the normal gravity value computed on the
 NJ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0239.degrees latitude (g = 980.6199 gals.).
 NJ0239
 NJ0239.The modeled gravity was interpolated from observed gravity values.
 NJ0239
 NJ0239;                    North         East    Units  Estimated Accuracy
 NJ0239;SPC IA N     - 1,067,310.    1,734,560.      MT  (+/- 180 meters Scaled)
 NJ0239
 NJ0239                          SUPERSEDED SURVEY CONTROL
 NJ0239
 NJ0239  NGVD 29 (??/??/92)  214.030  (m)          702.20   (f) ADJ UNCH    2 0
 NJ0239
 NJ0239.Superseded values are not recommended for survey control.
 NJ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0239.See file dsdata.txt to determine how the superseded data were derived.
 NJ0239
 NJ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG931602(NAD 83)
 NJ0239_MARKER: DB = BENCH MARK DISK
 NJ0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0239_SP_SET: BANNISTER
 NJ0239_STAMPING: 702.197 K 79 1934
 NJ0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0239
 NJ0239  HISTORY     - Date     Condition        Report By
 NJ0239  HISTORY     - 1934     MONUMENTED       CGS
 NJ0239  HISTORY     - UNK      GOOD             NGS
 NJ0239  HISTORY     - 19941026 MARK NOT FOUND   USPSQD
 NJ0239  HISTORY     - 20010331 GOOD             NGS
 NJ0239
 NJ0239                          STATION DESCRIPTION
 NJ0239
 NJ0239'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 NJ0239'AT MAQUOKETA.
 NJ0239'AT MAQUOKETA, JACKSON COUNTY, AT THE POST OFFICE, IN THE CENTER
 NJ0239'OF THE TOP OF THE SOUTH STONE BLOCK BANNISTER, AND 8 INCHES
 NJ0239'EAST OF THE BUILDING.  A STANDARD DISK, STAMPED 702.197 K 79 1934.
 NJ0239
 NJ0239                          STATION RECOVERY (1994)
 NJ0239
 NJ0239'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0239'MARK NOT FOUND.
 NJ0239
 NJ0239                          STATION RECOVERY (2001)
 NJ0239
 NJ0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0239'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0423 ***********************************************************************
 MG0423  DESIGNATION -  K 8
 MG0423  PID         -  MG0423
 MG0423  STATE/COUNTY-  IA/MUSCATINE
 MG0423  USGS QUAD   -  NICHOLS (1970)
 MG0423
 MG0423                         *CURRENT SURVEY CONTROL
 MG0423  ___________________________________________________________________
 MG0423* NAD 83(1986)-  41 22 44.     (N)    091 15 34.     (W)     SCALED    
 MG0423* NAVD 88     -       201.929  (meters)     662.50   (feet)  ADJUSTED  
 MG0423  ___________________________________________________________________
 MG0423  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MG0423  DYNAMIC HT  -         201.847 (meters)     662.23  (feet)  COMP
 MG0423  MODELED GRAV-     980,211.6   (mgal)                       NAVD 88
 MG0423
 MG0423  VERT ORDER  -  FIRST     CLASS II
 MG0423
 MG0423.The horizontal coordinates were scaled from a topographic map and have
 MG0423.an estimated accuracy of +/- 6 seconds.
 MG0423
 MG0423.The orthometric height was determined by differential leveling
 MG0423.and adjusted by the National Geodetic Survey in June 1991..
 MG0423
 MG0423.The geoid height was determined by GEOID03.
 MG0423
 MG0423.The dynamic height is computed by dividing the NAVD 88
 MG0423.geopotential number by the normal gravity value computed on the
 MG0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0423.degrees latitude (g = 980.6199 gals.).
 MG0423
 MG0423.The modeled gravity was interpolated from observed gravity values.
 MG0423
 MG0423;                    North         East    Units  Estimated Accuracy
 MG0423;SPC IA S     -   155,540.      687,400.      MT  (+/- 180 meters Scaled)
 MG0423
 MG0423                          SUPERSEDED SURVEY CONTROL
 MG0423
 MG0423  NGVD 29 (??/??/92)  201.990  (m)          662.70   (f) ADJ UNCH    1 2
 MG0423
 MG0423.Superseded values are not recommended for survey control.
 MG0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0423.See file dsdata.txt to determine how the superseded data were derived.
 MG0423
 MG0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF455822(NAD 83)
 MG0423_MARKER: DB = BENCH MARK DISK
 MG0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0423_STAMPING: 662.696 K 8 1930
 MG0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0423+STABILITY: SURFACE MOTION
 MG0423
 MG0423  HISTORY     - Date     Condition        Report By
 MG0423  HISTORY     - 1930     MONUMENTED       CGS
 MG0423  HISTORY     - 1957     MARK NOT FOUND   NGS
 MG0423  HISTORY     - 19960610 MARK NOT FOUND   USPSQD
 MG0423  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 MG0423
 MG0423                          STATION DESCRIPTION
 MG0423
 MG0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MG0423'AT CRANSTON.
 MG0423'AT CRANSTON, MUSCATINE COUNY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0423'AND PACIFIC RAILROAD, 140 FEET EAST OF THE STATION, 15 YARDS
 MG0423'EAST OF A PRIVATE-ROAD CROSSING, 43 FEET NORTH OF THE CENTERLINE
 MG0423'OF THE TRACK, AND 13 FEET EAST OF AN 18-INCH ELM TREE.  A
 MG0423'STANDARD DISK, STAMPED 662.696 K 8 1930 AND SET IN THE TOP OF A
 MG0423'CONCRETE POST.
 MG0423
 MG0423                          STATION RECOVERY (1996)
 MG0423
 MG0423'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0423'MARK NOT FOUND.
 MG0423
 MG0423                          STATION RECOVERY (1998)
 MG0423
 MG0423'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0490 ***********************************************************************
 NJ0490  DESIGNATION -  K 80 RESET
 NJ0490  PID         -  NJ0490
 NJ0490  STATE/COUNTY-  IA/JONES
 NJ0490  USGS QUAD   -  ANAMOSA (1973)
 NJ0490
 NJ0490                         *CURRENT SURVEY CONTROL
 NJ0490  ___________________________________________________________________
 NJ0490* NAD 83(1986)-  42 06 59.     (N)    091 21 32.     (W)     SCALED    
 NJ0490* NAVD 88     -       242.04   (meters)     794.1    (feet)  RESET     
 NJ0490  ___________________________________________________________________
 NJ0490  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 NJ0490
 NJ0490  VERT ORDER  -  THIRD
 NJ0490
 NJ0490.The horizontal coordinates were scaled from a topographic map and have
 NJ0490.an estimated accuracy of +/- 6 seconds.
 NJ0490
 NJ0490.The orthometric height was computed from unverified reset data.
 NJ0490
 NJ0490.The geoid height was determined by GEOID03.
 NJ0490
 NJ0490;                    North         East    Units  Estimated Accuracy
 NJ0490;SPC IA N     - 1,070,710.    1,677,050.      MT  (+/- 180 meters Scaled)
 NJ0490
 NJ0490                          SUPERSEDED SURVEY CONTROL
 NJ0490
 NJ0490.No superseded survey control is available for this station.
 NJ0490
 NJ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG356640(NAD 83)
 NJ0490_MARKER: DB = BENCH MARK DISK
 NJ0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0490_STAMPING: K 80 RESET 1967
 NJ0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0490+STABILITY: SURFACE MOTION
 NJ0490
 NJ0490  HISTORY     - Date     Condition        Report By
 NJ0490  HISTORY     - 1967     MONUMENTED       CGS
 NJ0490
 NJ0490                          STATION DESCRIPTION
 NJ0490
 NJ0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NJ0490'0.5 MI W FROM STONE CITY.
 NJ0490'ABOUT 0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE STORE IN THE
 NJ0490'VILLAGE OF STONE CITY, ALONG THE NORTH SIDE OF RAILROAD TRACK,
 NJ0490'0.05 MILE EAST OF A WOODEN BRIDGE OVER CROW CREEK, 48 FEET NORTH
 NJ0490'OF THE NORTH RAIL OF RAILROAD TRACK, 30 FEET SOUTH OF THE CENTER
 NJ0490'OF THE GRAVELED ROAD, 22.5 FEET SOUTHWEST OF A POWERLINE POLE,
 NJ0490'16 FEET EAST OF AN RAILROAD APPROACH, 1.5 FEET SOUTHWEST OF A
 NJ0490'METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 NJ0490'POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0665 ***********************************************************************
 NJ0665  DESIGNATION -  K 81
 NJ0665  PID         -  NJ0665
 NJ0665  STATE/COUNTY-  IA/BENTON
 NJ0665  USGS QUAD   -  CENTER POINT NW (1968)
 NJ0665
 NJ0665                         *CURRENT SURVEY CONTROL
 NJ0665  ___________________________________________________________________
 NJ0665* NAD 83(1986)-  42 09 27.     (N)    091 59 38.     (W)     SCALED    
 NJ0665* NAVD 88     -       252.552  (meters)     828.58   (feet)  ADJUSTED  
 NJ0665  ___________________________________________________________________
 NJ0665  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 NJ0665  DYNAMIC HT  -         252.473 (meters)     828.32  (feet)  COMP
 NJ0665  MODELED GRAV-     980,301.6   (mgal)                       NAVD 88
 NJ0665
 NJ0665  VERT ORDER  -  SECOND    CLASS 0
 NJ0665
 NJ0665.The horizontal coordinates were scaled from a topographic map and have
 NJ0665.an estimated accuracy of +/- 6 seconds.
 NJ0665
 NJ0665.The orthometric height was determined by differential leveling
 NJ0665.and adjusted by the National Geodetic Survey in June 1991..
 NJ0665
 NJ0665.The geoid height was determined by GEOID03.
 NJ0665
 NJ0665.The dynamic height is computed by dividing the NAVD 88
 NJ0665.geopotential number by the normal gravity value computed on the
 NJ0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0665.degrees latitude (g = 980.6199 gals.).
 NJ0665
 NJ0665.The modeled gravity was interpolated from observed gravity values.
 NJ0665
 NJ0665;                    North         East    Units  Estimated Accuracy
 NJ0665;SPC IA N     - 1,074,140.    1,624,470.      MT  (+/- 180 meters Scaled)
 NJ0665
 NJ0665                          SUPERSEDED SURVEY CONTROL
 NJ0665
 NJ0665.No superseded survey control is available for this station.
 NJ0665
 NJ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG831677(NAD 83)
 NJ0665_MARKER: DB = BENCH MARK DISK
 NJ0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0665_STAMPING: K 81 1934
 NJ0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0665+STABILITY: SURFACE MOTION
 NJ0665
 NJ0665  HISTORY     - Date     Condition        Report By
 NJ0665  HISTORY     - 1934     MONUMENTED       CGS
 NJ0665  HISTORY     - 1966     MARK NOT FOUND   USGS
 NJ0665
 NJ0665                          STATION DESCRIPTION
 NJ0665
 NJ0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0665'1.6 MI SE FROM VINTON.
 NJ0665'1.6 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0665'RAILWAY FROM THE STATION AT VINTON, BENTON COUNTY, ABOUT 6 POLES
 NJ0665'NORTHWEST OF MILEPOST 119, 35 FEET SOUTHEAST OF THE CENTER OF
 NJ0665'A PUBLIC ROAD CROSSING, 30 FEET SOUTHWEST OF THE CENTER LINE
 NJ0665'OF THE TRACK, 20 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER, AND
 NJ0665'ABOUT LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED K 81 1934
 NJ0665'AND SET IN THE TOP OF A CONCRETE POST.
 NJ0665
 NJ0665                          STATION RECOVERY (1966)
 NJ0665
 NJ0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NJ0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0122 ***********************************************************************
 NK0122  DESIGNATION -  K 82
 NK0122  PID         -  NK0122
 NK0122  STATE/COUNTY-  IA/GRUNDY
 NK0122  USGS QUAD   -  REINBECK (1971)
 NK0122
 NK0122                         *CURRENT SURVEY CONTROL
 NK0122  ___________________________________________________________________
 NK0122* NAD 83(1986)-  42 19 20.     (N)    092 35 29.     (W)     SCALED    
 NK0122* NAVD 88     -       286.602  (meters)     940.29   (feet)  ADJUSTED  
 NK0122  ___________________________________________________________________
 NK0122  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 NK0122  DYNAMIC HT  -         286.499 (meters)     939.96  (feet)  COMP
 NK0122  MODELED GRAV-     980,254.5   (mgal)                       NAVD 88
 NK0122
 NK0122  VERT ORDER  -  SECOND    CLASS 0
 NK0122
 NK0122.The horizontal coordinates were scaled from a topographic map and have
 NK0122.an estimated accuracy of +/- 6 seconds.
 NK0122
 NK0122.The orthometric height was determined by differential leveling
 NK0122.and adjusted by the National Geodetic Survey in June 1991..
 NK0122
 NK0122.The geoid height was determined by GEOID03.
 NK0122
 NK0122.The dynamic height is computed by dividing the NAVD 88
 NK0122.geopotential number by the normal gravity value computed on the
 NK0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0122.degrees latitude (g = 980.6199 gals.).
 NK0122
 NK0122.The modeled gravity was interpolated from observed gravity values.
 NK0122
 NK0122;                    North         East    Units  Estimated Accuracy
 NK0122;SPC IA N     - 1,091,730.    1,574,890.      MT  (+/- 180 meters Scaled)
 NK0122
 NK0122                          SUPERSEDED SURVEY CONTROL
 NK0122
 NK0122.No superseded survey control is available for this station.
 NK0122
 NK0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG336856(NAD 83)
 NK0122_MARKER: DB = BENCH MARK DISK
 NK0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0122_SP_SET: BRIDGE
 NK0122_STAMPING: K 82 1934
 NK0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0122
 NK0122  HISTORY     - Date     Condition        Report By
 NK0122  HISTORY     - 1934     MONUMENTED       CGS
 NK0122
 NK0122                          STATION DESCRIPTION
 NK0122
 NK0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0122'0.5 MI SE FROM REINBECK.
 NK0122'0.5 MILE SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0122'RAILWAY FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT
 NK0122'REINBECK, GRUNDY COUNTY, 34 POLES NORTHWEST OF MILEPOST 58, 150
 NK0122'FEET SOUTHEAST OF A PUBLIC ROAD CROSSING, AT 20-FOOT STEEL BRIDGE
 NK0122'589, IN THE SOUTHWEST CORNER OF THE NORTHWEST STONE ABUTMENT, 8
 NK0122'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT
 NK0122'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED K 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0175 ***********************************************************************
 MH0175  DESIGNATION -  K 83
 MH0175  PID         -  MH0175
 MH0175  STATE/COUNTY-  IA/TAMA
 MH0175  USGS QUAD   -  MONTOUR (1980)
 MH0175
 MH0175                         *CURRENT SURVEY CONTROL
 MH0175  ___________________________________________________________________
 MH0175* NAD 83(1986)-  41 58 48.     (N)    092 39 14.     (W)     SCALED    
 MH0175* NAVD 88     -       252.870  (meters)     829.62   (feet)  ADJUSTED  
 MH0175  ___________________________________________________________________
 MH0175  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 MH0175  DYNAMIC HT  -         252.775 (meters)     829.31  (feet)  COMP
 MH0175  MODELED GRAV-     980,242.1   (mgal)                       NAVD 88
 MH0175
 MH0175  VERT ORDER  -  SECOND    CLASS 0
 MH0175
 MH0175.The horizontal coordinates were scaled from a topographic map and have
 MH0175.an estimated accuracy of +/- 6 seconds.
 MH0175
 MH0175.The orthometric height was determined by differential leveling
 MH0175.and adjusted by the National Geodetic Survey in June 1991..
 MH0175
 MH0175.The geoid height was determined by GEOID03.
 MH0175
 MH0175.The dynamic height is computed by dividing the NAVD 88
 MH0175.geopotential number by the normal gravity value computed on the
 MH0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0175.degrees latitude (g = 980.6199 gals.).
 MH0175
 MH0175.The modeled gravity was interpolated from observed gravity values.
 MH0175
 MH0175;                    North         East    Units  Estimated Accuracy
 MH0175;SPC IA N     - 1,053,670.    1,570,120.      MT  (+/- 180 meters Scaled)
 MH0175
 MH0175                          SUPERSEDED SURVEY CONTROL
 MH0175
 MH0175  NGVD 29 (??/??/92)  252.86   (m)          829.6    (f) COMPUTED    2 0
 MH0175
 MH0175.Superseded values are not recommended for survey control.
 MH0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0175.See file dsdata.txt to determine how the superseded data were derived.
 MH0175
 MH0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG286476(NAD 83)
 MH0175_MARKER: DB = BENCH MARK DISK
 MH0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0175_SP_SET: BRIDGE
 MH0175_STAMPING: K-83 1934
 MH0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0175
 MH0175  HISTORY     - Date     Condition        Report By
 MH0175  HISTORY     - 1934     MONUMENTED       CGS
 MH0175
 MH0175                          STATION DESCRIPTION
 MH0175
 MH0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0175'3.2 MI E FROM MONTOUR.
 MH0175'3.2 MILES EAST OF THE DEPOT AT MONTOUR.  ALONG THE CHICAGO AND
 MH0175'NORTH WESTERN RAILROAD, 3 POLES EAST OF MILEPOST 137.  SET IN THE
 MH0175'SOUTH END OF THE WEST ABUTMENT OF 75 FOOT STEEL BRIDGE 409, 12
 MH0175'FEET SOUTH OF THE CENTER LINE OF THE TRACK, 3 FEET BELOW RAIL
 MH0175'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0176 ***********************************************************************
 MH0176  DESIGNATION -  K 83 RESET
 MH0176  PID         -  MH0176
 MH0176  STATE/COUNTY-  IA/TAMA
 MH0176  USGS QUAD   -  MONTOUR (1980)
 MH0176
 MH0176                         *CURRENT SURVEY CONTROL
 MH0176  ___________________________________________________________________
 MH0176* NAD 83(1986)-  41 58 48.     (N)    092 39 14.     (W)     SCALED    
 MH0176* NAVD 88     -       254.02   (meters)     833.4    (feet)  RESET     
 MH0176  ___________________________________________________________________
 MH0176  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 MH0176
 MH0176  VERT ORDER  -  THIRD
 MH0176
 MH0176.The horizontal coordinates were scaled from a topographic map and have
 MH0176.an estimated accuracy of +/- 6 seconds.
 MH0176
 MH0176.The orthometric height was computed from unverified reset data.
 MH0176
 MH0176.The geoid height was determined by GEOID03.
 MH0176
 MH0176;                    North         East    Units  Estimated Accuracy
 MH0176;SPC IA N     - 1,053,670.    1,570,120.      MT  (+/- 180 meters Scaled)
 MH0176
 MH0176                          SUPERSEDED SURVEY CONTROL
 MH0176
 MH0176  NGVD 29 (??/??/??)  255.02   (m)          836.7    (f) RESET       3  
 MH0176
 MH0176.Superseded values are not recommended for survey control.
 MH0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0176.See file dsdata.txt to determine how the superseded data were derived.
 MH0176
 MH0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG286476(NAD 83)
 MH0176_MARKER: DB = BENCH MARK DISK
 MH0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0176_SP_SET: WALL
 MH0176_STAMPING: K 83 RESET 1950
 MH0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0176
 MH0176  HISTORY     - Date     Condition        Report By
 MH0176  HISTORY     - 1950     MONUMENTED       CGS
 MH0176
 MH0176                          STATION DESCRIPTION
 MH0176
 MH0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0176'3.2 MI E FROM MONTOUR.
 MH0176'3.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MH0176'THE STATION AT MONTOUR, TAMA COUNTY, 4 MILES WEST OF TAMA, 3
 MH0176'POLES EAST OF MILEPOST 137, IN THE SOUTH END OF THE BACK WALL OF
 MH0176'THE WEST ABUTMENT, 8.2 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 MH0176'TRACK, AND 0.10 FOOT HIGHER THAN THE BASE OF THE RAIL.  A
 MH0176'STANDARD DISK, STAMPED K 83 RESET 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0014 ***********************************************************************
 MH0014  DESIGNATION -  K 84 RESET
 MH0014  PID         -  MH0014
 MH0014  STATE/COUNTY-  IA/BENTON
 MH0014  USGS QUAD   -  BLAIRSTOWN (1965)
 MH0014
 MH0014                         *CURRENT SURVEY CONTROL
 MH0014  ___________________________________________________________________
 MH0014* NAD 83(1986)-  41 54 19.     (N)    092 02 46.     (W)     SCALED    
 MH0014* NAVD 88     -       250.08   (meters)     820.5    (feet)  RESET     
 MH0014  ___________________________________________________________________
 MH0014  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 MH0014
 MH0014  VERT ORDER  -  THIRD
 MH0014
 MH0014.The horizontal coordinates were scaled from a topographic map and have
 MH0014.an estimated accuracy of +/- 6 seconds.
 MH0014
 MH0014.The orthometric height was computed from unverified reset data.
 MH0014
 MH0014.The geoid height was determined by GEOID03.
 MH0014
 MH0014;                    North         East    Units  Estimated Accuracy
 MH0014;SPC IA N     - 1,046,050.    1,620,630.      MT  (+/- 180 meters Scaled)
 MH0014
 MH0014                          SUPERSEDED SURVEY CONTROL
 MH0014
 MH0014  NGVD 29 (??/??/??)  250.09   (m)          820.5    (f) RESET       3  
 MH0014
 MH0014.Superseded values are not recommended for survey control.
 MH0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0014.See file dsdata.txt to determine how the superseded data were derived.
 MH0014
 MH0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG791396(NAD 83)
 MH0014_MARKER: DD = SURVEY DISK
 MH0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0014_SP_SET: CONCRETE BLOCK
 MH0014_STAMPING: K 84 RESET 1962
 MH0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0014
 MH0014  HISTORY     - Date     Condition        Report By
 MH0014  HISTORY     - 1962     MONUMENTED       CNWRR
 MH0014  HISTORY     - 20040819 POOR             GEOCAC
 MH0014
 MH0014                          STATION DESCRIPTION
 MH0014
 MH0014'DESCRIBED BY CHICAGO AND NORTH WESTERN RAILROAD 1962
 MH0014'2 MI E FROM BLAIRSTOWN.
 MH0014'ABOUT 2.0 MILES EAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 MH0014'FROM THE STATION AT BLAIRSTOWN, ABOUT 7 POLES WEST OF MILEPOST
 MH0014'104, AT 180 FOOT STEEL BRIDGE 300, IN THE SOUTHEAST CORNER OF
 MH0014'A CONCRETE BLOCK, AT THE SOUTH END OF WEST BACKWALL, ABOUT 1
 MH0014'FOOT AND 7 INCHES ABOVE PRESENT CONCRETE BRIDGE SEAT, ABOUT 9
 MH0014'INCHES BELOW PRESENT TOP OF CONCRETE BACKWALL, ABOUT 1.5 FEET
 MH0014'BELOW PRESENT BASE OF RAIL, 7 FEET SOUTH OF THE CENTERLINE OF
 MH0014'THE SOUTH TRACK.
 MH0014
 MH0014                          STATION RECOVERY (2004)
 MH0014
 MH0014'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0014'OBVIOUS SIGNS OF MOUNTING ARE VISIBLE AT THE MONUMENTED LOCATION.  THE
 MH0014'CONCRETE IN WHICH THE MARKER WAS SET HAS HAD THE EDGE BROKEN AND THE
 MH0014'MARKER REMOVED.
 MH0014' 
 MH0014' 
 MH0014' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0623 ***********************************************************************
 MG0623  DESIGNATION -  K 85 RESET
 MG0623  PID         -  MG0623
 MG0623  STATE/COUNTY-  IA/IOWA
 MG0623  USGS QUAD   -  MIDDLE AMANA (1968)
 MG0623
 MG0623                         *CURRENT SURVEY CONTROL
 MG0623  ___________________________________________________________________
 MG0623* NAD 83(1986)-  41 46 07.     (N)    091 54 26.     (W)     SCALED    
 MG0623* NAVD 88     -       227.13   (meters)     745.2    (feet)  RESET     
 MG0623  ___________________________________________________________________
 MG0623  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 MG0623
 MG0623  VERT ORDER  -  THIRD
 MG0623
 MG0623.The horizontal coordinates were scaled from a topographic map and have
 MG0623.an estimated accuracy of +/- 6 seconds.
 MG0623
 MG0623.The orthometric height was computed from unverified reset data.
 MG0623.No vertical observational check was made to the station.
 MG0623
 MG0623.The geoid height was determined by GEOID03.
 MG0623
 MG0623;                    North         East    Units  Estimated Accuracy
 MG0623;SPC IA S     -   197,620.      632,430.      MT  (+/- 180 meters Scaled)
 MG0623
 MG0623                          SUPERSEDED SURVEY CONTROL
 MG0623
 MG0623  NGVD 29 (??/??/??)  227.15   (m)          745.2    (f) RESET       3  
 MG0623
 MG0623.Superseded values are not recommended for survey control.
 MG0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0623.See file dsdata.txt to determine how the superseded data were derived.
 MG0623
 MG0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG908246(NAD 83)
 MG0623_MARKER: DD = SURVEY DISK
 MG0623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0623_SP_SET: ABUTMENT
 MG0623_STAMPING: K 85 RESET 1943
 MG0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0623+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2006
 MG0623
 MG0623  HISTORY     - Date     Condition        Report By
 MG0623  HISTORY     - 1943     MONUMENTED       CMPPRR
 MG0623  HISTORY     - 20060529 GOOD             GEOCAC
 MG0623
 MG0623                          STATION DESCRIPTION
 MG0623
 MG0623'DESCRIBED BY MILWAUKEE AND PACIF 1943
 MG0623'1.5 MI S FROM MIDDLE AMANA.
 MG0623'1.5 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MG0623'PACIFIC RAILROAD FROM MIDDLE AMANA, IOWA COUNTY, 4 POLES SOUTHWEST
 MG0623'OF MILEPOST 64, AT THE SOUTH END OF THE BASE OF THE EAST
 MG0623'ABUTMENT OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD OVERHEAD
 MG0623'BRIDGE, AT WATERWAY BRIDGE NO. I-150, AND IN THE SOUTH END OF THE
 MG0623'COVER SLAB.  A STANDARD DISK, STAMPED K 85 RESET 1943.
 MG0623
 MG0623                          STATION RECOVERY (2006)
 MG0623
 MG0623'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MG0623'NORTHEAST OF INTERSECTION OF HIGHWAYS 6 AND 151 BETWEEN SOUTH AMANA
 MG0623'AND HOMESTEAD. MILWAUKEE LINE IS DISMANTLED. DISK IS BELOW PRESENT
 MG0623'IOWA INTERSTATE RAILROAD BRIDGE ABOUT 6 FEET EAST OF CENTER OF THE
 MG0623'SPAN, AND SOUTH TO THE EDGE OF THE CONCRETE SLAB OVER THE WATERWAY,
 MG0623'ABOUT 7 INCHES FROM THE EDGE AND CENTERED EAST TO WEST. HANDHELD
 MG0623'COORDINATES N41 46 07.4 W091 54 25.4, SKY SOMEWHAT OBSCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0077 ***********************************************************************
 MH0077  DESIGNATION -  K 86
 MH0077  PID         -  MH0077
 MH0077  STATE/COUNTY-  IA/KEOKUK
 MH0077  USGS QUAD   -  SIGOURNEY (1965)
 MH0077
 MH0077                         *CURRENT SURVEY CONTROL
 MH0077  ___________________________________________________________________
 MH0077* NAD 83(1986)-  41 20 21.     (N)    092 12 17.     (W)     SCALED    
 MH0077* NAVD 88     -       240.063  (meters)     787.61   (feet)  ADJUSTED  
 MH0077  ___________________________________________________________________
 MH0077  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 MH0077  DYNAMIC HT  -         239.963 (meters)     787.28  (feet)  COMP
 MH0077  MODELED GRAV-     980,204.0   (mgal)                       NAVD 88
 MH0077
 MH0077  VERT ORDER  -  SECOND    CLASS 0
 MH0077
 MH0077.The horizontal coordinates were scaled from a topographic map and have
 MH0077.an estimated accuracy of +/- 6 seconds.
 MH0077
 MH0077.The orthometric height was determined by differential leveling
 MH0077.and adjusted by the National Geodetic Survey in June 1991..
 MH0077
 MH0077.The geoid height was determined by GEOID03.
 MH0077
 MH0077.The dynamic height is computed by dividing the NAVD 88
 MH0077.geopotential number by the normal gravity value computed on the
 MH0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0077.degrees latitude (g = 980.6199 gals.).
 MH0077
 MH0077.The modeled gravity was interpolated from observed gravity values.
 MH0077
 MH0077;                    North         East    Units  Estimated Accuracy
 MH0077;SPC IA S     -   149,520.      608,410.      MT  (+/- 180 meters Scaled)
 MH0077
 MH0077                          SUPERSEDED SURVEY CONTROL
 MH0077
 MH0077  NGVD 29 (??/??/92)  240.088  (m)          787.69   (f) ADJ UNCH    2 0
 MH0077
 MH0077.Superseded values are not recommended for survey control.
 MH0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0077.See file dsdata.txt to determine how the superseded data were derived.
 MH0077
 MH0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF665767(NAD 83)
 MH0077_MARKER: DB = BENCH MARK DISK
 MH0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0077_STAMPING: 787.689 K 86 1934
 MH0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0077+STABILITY: SURFACE MOTION
 MH0077
 MH0077  HISTORY     - Date     Condition        Report By
 MH0077  HISTORY     - 1934     MONUMENTED       CGS
 MH0077  HISTORY     - 1943     GOOD             NGS
 MH0077  HISTORY     - 1981     MARK NOT FOUND
 MH0077
 MH0077                          STATION DESCRIPTION
 MH0077
 MH0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MH0077'AT SIGOURNEY.
 MH0077'AT SIGOURNEY, KEOKUK COUNTY, AT THE CHICAGO, MILWAUKEE, ST. PAUL
 MH0077'AND PACIFIC RAILROAD STATION IN FRONT OF THE TICKET OFFICE, 15
 MH0077'FEET WEST OF THE CENTERLINE OF THE TRACK, IN A SMALL PARK, AND
 MH0077'LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED 787.689 K 86 1934
 MH0077'AND SET IN THE TOP OF A CONCRETE POST.
 MH0077
 MH0077                          STATION RECOVERY (1981)
 MH0077
 MH0077'RECOVERED 1981
 MH0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0108 ***********************************************************************
 MH0108  DESIGNATION -  K 87
 MH0108  PID         -  MH0108
 MH0108  STATE/COUNTY-  IA/MAHASKA
 MH0108  USGS QUAD   -  NEW SHARON (1980)
 MH0108
 MH0108                         *CURRENT SURVEY CONTROL
 MH0108  ___________________________________________________________________
 MH0108* NAD 83(1986)-  41 27 06.     (N)    092 38 44.     (W)     SCALED    
 MH0108* NAVD 88     -       263.474  (meters)     864.41   (feet)  ADJUSTED  
 MH0108  ___________________________________________________________________
 MH0108  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 MH0108  DYNAMIC HT  -         263.365 (meters)     864.06  (feet)  COMP
 MH0108  MODELED GRAV-     980,202.9   (mgal)                       NAVD 88
 MH0108
 MH0108  VERT ORDER  -  SECOND    CLASS 0
 MH0108
 MH0108.The horizontal coordinates were scaled from a topographic map and have
 MH0108.an estimated accuracy of +/- 6 seconds.
 MH0108
 MH0108.The orthometric height was determined by differential leveling
 MH0108.and adjusted by the National Geodetic Survey in June 1991..
 MH0108
 MH0108.The geoid height was determined by GEOID03.
 MH0108
 MH0108.The dynamic height is computed by dividing the NAVD 88
 MH0108.geopotential number by the normal gravity value computed on the
 MH0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0108.degrees latitude (g = 980.6199 gals.).
 MH0108
 MH0108.The modeled gravity was interpolated from observed gravity values.
 MH0108
 MH0108;                    North         East    Units  Estimated Accuracy
 MH0108;SPC IA S     -   161,560.      571,390.      MT  (+/- 180 meters Scaled)
 MH0108
 MH0108                          SUPERSEDED SURVEY CONTROL
 MH0108
 MH0108  NGVD 29 (??/??/92)  263.456  (m)          864.36   (f) ADJ UNCH    2 0
 MH0108
 MH0108.Superseded values are not recommended for survey control.
 MH0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0108.See file dsdata.txt to determine how the superseded data were derived.
 MH0108
 MH0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF296889(NAD 83)
 MH0108_MARKER: DB = BENCH MARK DISK
 MH0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0108_STAMPING: K 87 1934
 MH0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0108+STABILITY: SURFACE MOTION
 MH0108
 MH0108  HISTORY     - Date     Condition        Report By
 MH0108  HISTORY     - 1934     MONUMENTED       CGS
 MH0108
 MH0108                          STATION DESCRIPTION
 MH0108
 MH0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0108'0.8 MI S FROM NEW SHARON.
 MH0108'0.8 MILES SOUTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 MH0108'FROM THE STATION AT NEW SHARON, MAHASKA COUNTY, 4-1/2 POLES
 MH0108'SOUTH OF MILEPOST 290, AT A PUBLIC ROAD CROSSING, 21 FEET NORTH
 MH0108'OF THE CENTERLINE OF THE ROAD, 44 FEET WEST OF THE CENTERLINE
 MH0108'OF THE TRACK, 7 FEET NORTH AND 1 FOOT EAST OF A RIGHT-OF-WAY
 MH0108'FENCE CORNER, AND ABOUT 3.5 FEET LOWER THAN THE RAIL.  A STANDARD
 MH0108'DISK, STAMPED K 87 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0788 ***********************************************************************
 NK0788  DESIGNATION -  K 88 RESET
 NK0788  PID         -  NK0788
 NK0788  STATE/COUNTY-  IA/MARSHALL
 NK0788  USGS QUAD   -  LE GRAND (1978)
 NK0788
 NK0788                         *CURRENT SURVEY CONTROL
 NK0788  ___________________________________________________________________
 NK0788* NAD 83(1986)-  42 00 24.     (N)    092 50 36.     (W)     SCALED    
 NK0788* NAVD 88     -       271.75   (meters)     891.6    (feet)  RESET     
 NK0788  ___________________________________________________________________
 NK0788  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 NK0788
 NK0788  VERT ORDER  -  THIRD
 NK0788
 NK0788.The horizontal coordinates were scaled from a topographic map and have
 NK0788.an estimated accuracy of +/- 6 seconds.
 NK0788
 NK0788.The orthometric height was computed from unverified reset data.
 NK0788
 NK0788.The geoid height was determined by GEOID03.
 NK0788
 NK0788;                    North         East    Units  Estimated Accuracy
 NK0788;SPC IA N     - 1,056,490.    1,554,400.      MT  (+/- 180 meters Scaled)
 NK0788
 NK0788                          SUPERSEDED SURVEY CONTROL
 NK0788
 NK0788  NGVD 29 (05/12/04)  271.74   (m)          891.5    (f) RESET       3  
 NK0788
 NK0788.Superseded values are not recommended for survey control.
 NK0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0788.See file dsdata.txt to determine how the superseded data were derived.
 NK0788
 NK0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG129505(NAD 83)
 NK0788_MARKER: DB = BENCH MARK DISK
 NK0788_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NK0788_SP_SET: PIER
 NK0788_STAMPING: K 88 RESET 1986
 NK0788_MARK LOGO: NGS   
 NK0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0788
 NK0788  HISTORY     - Date     Condition        Report By
 NK0788  HISTORY     - 1986     MONUMENTED       IAHD
 NK0788
 NK0788                          STATION DESCRIPTION
 NK0788
 NK0788'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1986
 NK0788'IN DILLON.
 NK0788'3.6 MILES EASTERLY ON U.S. 30 FROM JUNCTION U.S. 30 AND IOWA 14, IN
 NK0788'DILLON, SET VERTICALLY EAST SIDE OF MIDDLE LEG PIER NO. 1, OF A 176
 NK0788'FT X 40 FT CONCRETE BEAM BRIDGE, OVER CHICAGO AND NORTHWESTERN R.R.,
 NK0788'T-83N, R-17W, LEGRAND TWP, SECTIONS 8/9 AND 17/16 MARSHALL COUNTY
 NK0788'RAILROAD XING NO. 505, 31-FT. WEST CENTERLINE TRACK AND 4.08 FT.
 NK0788'HIGHER THAN RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0173 ***********************************************************************
 NL0173  DESIGNATION -  K 89
 NL0173  PID         -  NL0173
 NL0173  STATE/COUNTY-  IA/GREENE
 NL0173  USGS QUAD   -  SCRANTON (1980)
 NL0173
 NL0173                         *CURRENT SURVEY CONTROL
 NL0173  ___________________________________________________________________
 NL0173* NAD 83(1986)-  42 00 58.     (N)    094 31 21.     (W)     SCALED    
 NL0173* NAVD 88     -       352.364  (meters)    1156.05   (feet)  ADJUSTED  
 NL0173  ___________________________________________________________________
 NL0173  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 NL0173  DYNAMIC HT  -         352.256 (meters)    1155.69  (feet)  COMP
 NL0173  MODELED GRAV-     980,304.7   (mgal)                       NAVD 88
 NL0173
 NL0173  VERT ORDER  -  SECOND    CLASS 0
 NL0173
 NL0173.The horizontal coordinates were scaled from a topographic map and have
 NL0173.an estimated accuracy of +/- 6 seconds.
 NL0173
 NL0173.The orthometric height was determined by differential leveling
 NL0173.and adjusted by the National Geodetic Survey in June 1991..
 NL0173
 NL0173.The geoid height was determined by GEOID03.
 NL0173
 NL0173.The dynamic height is computed by dividing the NAVD 88
 NL0173.geopotential number by the normal gravity value computed on the
 NL0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0173.degrees latitude (g = 980.6199 gals.).
 NL0173
 NL0173.The modeled gravity was interpolated from observed gravity values.
 NL0173
 NL0173;                    North         East    Units  Estimated Accuracy
 NL0173;SPC IA N     - 1,057,840.    1,415,310.      MT  (+/- 180 meters Scaled)
 NL0173
 NL0173                          SUPERSEDED SURVEY CONTROL
 NL0173
 NL0173  NGVD 29 (??/??/92)  352.316  (m)         1155.89   (f) ADJ UNCH    2 0
 NL0173
 NL0173.Superseded values are not recommended for survey control.
 NL0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0173.See file dsdata.txt to determine how the superseded data were derived.
 NL0173
 NL0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG739526(NAD 83)
 NL0173_MARKER: DB = BENCH MARK DISK
 NL0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0173_STAMPING: K 89 1935
 NL0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0173+STABILITY: SURFACE MOTION
 NL0173
 NL0173  HISTORY     - Date     Condition        Report By
 NL0173  HISTORY     - 1935     MONUMENTED       CGS
 NL0173
 NL0173                          STATION DESCRIPTION
 NL0173
 NL0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0173'1.1 MI E FROM SCRANTON.
 NL0173'1.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0173'THE STATION AT SCRANTON, GREENE COUNTY, AT A ROAD CROSSING, 45
 NL0173'FEET NORTH OF THE CENTERLINE OF THE TRACK, 30 FEET WEST OF THE
 NL0173'CENTERLINE OF THE ROAD, 3 FEET SOUTHEAST OF A FENCE CORNER, 3
 NL0173'FEET SOUTHWEST OF A POLE, AND 2 FEET LOWER THAN THE TRACK.  A
 NL0173'STANDARD DISK, STAMPED K 89 1935 AND SET IN THE TOP OF A CONCRETE
 NL0173'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0798 ***********************************************************************
 LF0798  DESIGNATION -  K 9
 LF0798  PID         -  LF0798
 LF0798  STATE/COUNTY-  IA/FREMONT
 LF0798  USGS QUAD   -  RIVERTON (1981)
 LF0798
 LF0798                         *CURRENT SURVEY CONTROL
 LF0798  ___________________________________________________________________
 LF0798* NAD 83(1986)-  40 39 47.     (N)    095 36 02.     (W)     SCALED    
 LF0798* NAVD 88     -       279.582  (meters)     917.26   (feet)  ADJUSTED  
 LF0798  ___________________________________________________________________
 LF0798  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LF0798  DYNAMIC HT  -         279.433 (meters)     916.77  (feet)  COMP
 LF0798  MODELED GRAV-     980,086.2   (mgal)                       NAVD 88
 LF0798
 LF0798  VERT ORDER  -  FIRST     CLASS II
 LF0798
 LF0798.The horizontal coordinates were scaled from a topographic map and have
 LF0798.an estimated accuracy of +/- 6 seconds.
 LF0798
 LF0798.The orthometric height was determined by differential leveling
 LF0798.and adjusted by the National Geodetic Survey in June 1991..
 LF0798
 LF0798.The geoid height was determined by GEOID03.
 LF0798
 LF0798.The dynamic height is computed by dividing the NAVD 88
 LF0798.geopotential number by the normal gravity value computed on the
 LF0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0798.degrees latitude (g = 980.6199 gals.).
 LF0798
 LF0798.The modeled gravity was interpolated from observed gravity values.
 LF0798
 LF0798;                    North         East    Units  Estimated Accuracy
 LF0798;SPC IA S     -    75,780.      322,390.      MT  (+/- 180 meters Scaled)
 LF0798
 LF0798                          SUPERSEDED SURVEY CONTROL
 LF0798
 LF0798  NGVD 29 (??/??/92)  279.478  (m)          916.92   (f) ADJ UNCH    1 2
 LF0798
 LF0798.Superseded values are not recommended for survey control.
 LF0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0798.See file dsdata.txt to determine how the superseded data were derived.
 LF0798
 LF0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF801046(NAD 83)
 LF0798_MARKER: DB = BENCH MARK DISK
 LF0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0798_STAMPING: K 9 1933
 LF0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0798+STABILITY: SURFACE MOTION
 LF0798
 LF0798  HISTORY     - Date     Condition        Report By
 LF0798  HISTORY     - 1933     MONUMENTED       CGS
 LF0798  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0798
 LF0798                          STATION DESCRIPTION
 LF0798
 LF0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LF0798'2.7 MI SW FROM RIVERTON.
 LF0798'2.7 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0798'RAILROAD FROM RIVERTON, FREMONT COUNTY, AT MILEAGE 33.3, 22 RAILS
 LF0798'SOUTHWEST OF BRIDGE 33.22, 48 FEET EAST OF THE TRACK, 15 FEET
 LF0798'NORTH OF A FENCE POST, AND 2 FEET WEST OF THE FENCE.  A STANDARD
 LF0798'DISK, STAMPED K 9 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LF0798
 LF0798                          STATION RECOVERY (1976)
 LF0798
 LF0798'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0324 ***********************************************************************
 MJ0324  DESIGNATION -  K 90
 MJ0324  PID         -  MJ0324
 MJ0324  STATE/COUNTY-  IA/CARROLL
 MJ0324  USGS QUAD   -  MANNING (1978)
 MJ0324
 MJ0324                         *CURRENT SURVEY CONTROL
 MJ0324  ___________________________________________________________________
 MJ0324* NAD 83(1986)-  41 54 49.     (N)    095 04 24.     (W)     SCALED    
 MJ0324* NAVD 88     -       416.261  (meters)    1365.68   (feet)  ADJUSTED  
 MJ0324  ___________________________________________________________________
 MJ0324  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 MJ0324  DYNAMIC HT  -         416.071 (meters)    1365.06  (feet)  COMP
 MJ0324  MODELED GRAV-     980,154.2   (mgal)                       NAVD 88
 MJ0324
 MJ0324  VERT ORDER  -  SECOND    CLASS 0
 MJ0324
 MJ0324.The horizontal coordinates were scaled from a topographic map and have
 MJ0324.an estimated accuracy of +/- 6 seconds.
 MJ0324
 MJ0324.The orthometric height was determined by differential leveling
 MJ0324.and adjusted by the National Geodetic Survey in June 1991..
 MJ0324
 MJ0324.The geoid height was determined by GEOID03.
 MJ0324
 MJ0324.The dynamic height is computed by dividing the NAVD 88
 MJ0324.geopotential number by the normal gravity value computed on the
 MJ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0324.degrees latitude (g = 980.6199 gals.).
 MJ0324
 MJ0324.The modeled gravity was interpolated from observed gravity values.
 MJ0324
 MJ0324;                    North         East    Units  Estimated Accuracy
 MJ0324;SPC IA N     - 1,047,160.    1,369,480.      MT  (+/- 180 meters Scaled)
 MJ0324
 MJ0324                          SUPERSEDED SURVEY CONTROL
 MJ0324
 MJ0324  NGVD 29 (??/??/92)  416.129  (m)         1365.25   (f) ADJ UNCH    2 0
 MJ0324
 MJ0324.Superseded values are not recommended for survey control.
 MJ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0324.See file dsdata.txt to determine how the superseded data were derived.
 MJ0324
 MJ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG280422(NAD 83)
 MJ0324_MARKER: DB = BENCH MARK DISK
 MJ0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0324_SP_SET: OVERPASS
 MJ0324_STAMPING: K 90 1935 1365.122
 MJ0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0324
 MJ0324  HISTORY     - Date     Condition        Report By
 MJ0324  HISTORY     - 1935     MONUMENTED       CGS
 MJ0324  HISTORY     - 1949     GOOD             NGS
 MJ0324  HISTORY     - 1984     GOOD             NGS
 MJ0324
 MJ0324                          STATION DESCRIPTION
 MJ0324
 MJ0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0324'0.7 MI W FROM MANNING.
 MJ0324'0.7 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0324'RAILROAD FROM THE STATION AT MANNING, CARROLL COUNTY, AT THE FIRST
 MJ0324'STREET CROSSING WEST OF TOWN, AT OVERPASS 1336, IN THE TOP OF THE
 MJ0324'NORTH HEADWALL, 5 FEET WEST OF THE EAST END, AND 2 FEET LOWER THAN
 MJ0324'THE TRACK.  A STANDARD DISK, STAMPED 1365.122 K 90 1935.
 MJ0324
 MJ0324                          STATION RECOVERY (1984)
 MJ0324
 MJ0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MJ0324'THE OLD OVERPASS IS BEING FILLED IN AND A TRACK CROSSING BEING MADE.
 MJ0324'AS A RESULT, THE BENCH MARK WILL BECOME BURIED BENEATH A ROAD
 MJ0324'SURFACE. A NEW BENCH MARK, K 90 RESET 1985, HAS BEEN ESTABLISHED
 MJ0324'NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1466 ***********************************************************************
 MJ1466  DESIGNATION -  K 90 RESET
 MJ1466  PID         -  MJ1466
 MJ1466  STATE/COUNTY-  IA/CARROLL
 MJ1466  USGS QUAD   -  MANNING (1978)
 MJ1466
 MJ1466                         *CURRENT SURVEY CONTROL
 MJ1466  ___________________________________________________________________
 MJ1466* NAD 83(1986)-  41 54 49.     (N)    095 04 24.     (W)     SCALED    
 MJ1466* NAVD 88     -       417.37   (meters)    1369.3    (feet)  RESET     
 MJ1466  ___________________________________________________________________
 MJ1466  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 MJ1466
 MJ1466  VERT ORDER  -  THIRD
 MJ1466
 MJ1466.The horizontal coordinates were scaled from a topographic map and have
 MJ1466.an estimated accuracy of +/- 6 seconds.
 MJ1466
 MJ1466.The orthometric height was computed from unverified reset data.
 MJ1466
 MJ1466.The geoid height was determined by GEOID03.
 MJ1466
 MJ1466;                    North         East    Units  Estimated Accuracy
 MJ1466;SPC IA N     - 1,047,160.    1,369,480.      MT  (+/- 180 meters Scaled)
 MJ1466
 MJ1466                          SUPERSEDED SURVEY CONTROL
 MJ1466
 MJ1466  NGVD 29 (05/12/04)  417.24   (m)         1368.9    (f) RESET       3  
 MJ1466
 MJ1466.Superseded values are not recommended for survey control.
 MJ1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1466.See file dsdata.txt to determine how the superseded data were derived.
 MJ1466
 MJ1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG280422(NAD 83)
 MJ1466_MARKER: DB = BENCH MARK DISK
 MJ1466_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MJ1466+WITH SETTING: PAVEMENT
 MJ1466_SP_SET: SIGNAL BASE
 MJ1466_STAMPING: K 90 RESET 1985
 MJ1466_MARK LOGO: NGS   
 MJ1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1466+STABILITY: SURFACE MOTION
 MJ1466
 MJ1466  HISTORY     - Date     Condition        Report By
 MJ1466  HISTORY     - 1985     MONUMENTED       NGS
 MJ1466
 MJ1466                          STATION DESCRIPTION
 MJ1466
 MJ1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MJ1466'1.3 KM (0.80 MI) WEST FROM MANNING.
 MJ1466'0.48 KM (0.30 MI) WEST ALONG 6TH STREET AND STATE HIGHWAY 141, FROM
 MJ1466'THE FIRE DEPARTMENT BUILDING AT MANNING, THENCE 0.8 KM (0.50 MI)
 MJ1466'RIGHT AND NORTH ALONG CARROLL COUNTY ROAD M66 TO A RAILROAD CROSSING
 MJ1466'AND THE MARK ON THE LEFT, 7.77 M (25.5 FT) SOUTHEAST FROM THE
 MJ1466'SOUTHEAST CORNER OF A 6 BY 6 FOOT METAL BUILDING, 6.4 M (21.0 FT)
 MJ1466'WEST FROM THE CENTERLINE OF ROAD M66, 3.35 M (11.0 FT) NORTH FROM THE
 MJ1466'NORTH RAIL, IN THE NORTHEAST CORNER OF THE CONCRETE BASE OF THE WEST
 MJ1466'SIGNAL CROSSING LIGHT.
 MJ1466'THE MARK IS 0.44 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0349 ***********************************************************************
 NL0349  DESIGNATION -  K 91
 NL0349  PID         -  NL0349
 NL0349  STATE/COUNTY-  IA/CRAWFORD
 NL0349  USGS QUAD   -  CHARTER OAK (1971)
 NL0349
 NL0349                         *CURRENT SURVEY CONTROL
 NL0349  ___________________________________________________________________
 NL0349* NAD 83(1986)-  42 03 46.     (N)    095 37 26.     (W)     SCALED    
 NL0349* NAVD 88     -       368.579  (meters)    1209.25   (feet)  ADJUSTED  
 NL0349  ___________________________________________________________________
 NL0349  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 NL0349  DYNAMIC HT  -         368.436 (meters)    1208.78  (feet)  COMP
 NL0349  MODELED GRAV-     980,223.7   (mgal)                       NAVD 88
 NL0349
 NL0349  VERT ORDER  -  SECOND    CLASS 0
 NL0349
 NL0349.The horizontal coordinates were scaled from a topographic map and have
 NL0349.an estimated accuracy of +/- 6 seconds.
 NL0349
 NL0349.The orthometric height was determined by differential leveling
 NL0349.and adjusted by the National Geodetic Survey in June 1991..
 NL0349
 NL0349.The geoid height was determined by GEOID03.
 NL0349
 NL0349.The dynamic height is computed by dividing the NAVD 88
 NL0349.geopotential number by the normal gravity value computed on the
 NL0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0349.degrees latitude (g = 980.6199 gals.).
 NL0349
 NL0349.The modeled gravity was interpolated from observed gravity values.
 NL0349
 NL0349;                    North         East    Units  Estimated Accuracy
 NL0349;SPC IA N     - 1,064,720.    1,324,230.      MT  (+/- 180 meters Scaled)
 NL0349
 NL0349                          SUPERSEDED SURVEY CONTROL
 NL0349
 NL0349  NGVD 29 (??/??/92)  368.430  (m)         1208.76   (f) ADJ UNCH    2 0
 NL0349
 NL0349.Superseded values are not recommended for survey control.
 NL0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0349.See file dsdata.txt to determine how the superseded data were derived.
 NL0349
 NL0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG829600(NAD 83)
 NL0349_MARKER: DB = BENCH MARK DISK
 NL0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0349_SP_SET: CULVERT
 NL0349_STAMPING: K 91 1935
 NL0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0349
 NL0349  HISTORY     - Date     Condition        Report By
 NL0349  HISTORY     - 1935     MONUMENTED       CGS
 NL0349  HISTORY     - 1942     GOOD             NGS
 NL0349
 NL0349                          STATION DESCRIPTION
 NL0349
 NL0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NL0349'1.9 MI W FROM CHARTER OAK.
 NL0349'1.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NL0349'RAILROAD FROM THE FIRST NATIONAL BANK BUILDING AT CHARTER OAK,
 NL0349'6 POLES WEST OF MILEPOST 28, 64 FEET NORTH OF THE CENTERLINE
 NL0349'OF THE TRACK, AT A 5- BY 6-FOOT CONCRETE-BOX CULVERT UNDER
 NL0349'STATE HIGHWAY 141, IN THE CENTER OF THE TOP OF THE SOUTH
 NL0349'HEADWALL, 18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 NL0349'ABOUT 1-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NL0349'K 91 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0338 ***********************************************************************
 NL0338  DESIGNATION -  K 94
 NL0338  PID         -  NL0338
 NL0338  STATE/COUNTY-  IA/CRAWFORD
 NL0338  USGS QUAD   -  SCHLESWIG (1971)
 NL0338
 NL0338                         *CURRENT SURVEY CONTROL
 NL0338  ___________________________________________________________________
 NL0338* NAD 83(1986)-  42 10 45.     (N)    095 24 49.     (W)     SCALED    
 NL0338* NAVD 88     -       447.225  (meters)    1467.27   (feet)  ADJUSTED  
 NL0338  ___________________________________________________________________
 NL0338  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 NL0338  DYNAMIC HT  -         447.046 (meters)    1466.68  (feet)  COMP
 NL0338  MODELED GRAV-     980,209.8   (mgal)                       NAVD 88
 NL0338
 NL0338  VERT ORDER  -  SECOND    CLASS 0
 NL0338
 NL0338.The horizontal coordinates were scaled from a topographic map and have
 NL0338.an estimated accuracy of +/- 6 seconds.
 NL0338
 NL0338.The orthometric height was determined by differential leveling
 NL0338.and adjusted by the National Geodetic Survey in June 1991..
 NL0338
 NL0338.The geoid height was determined by GEOID03.
 NL0338
 NL0338.The dynamic height is computed by dividing the NAVD 88
 NL0338.geopotential number by the normal gravity value computed on the
 NL0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0338.degrees latitude (g = 980.6199 gals.).
 NL0338
 NL0338.The modeled gravity was interpolated from observed gravity values.
 NL0338
 NL0338;                    North         East    Units  Estimated Accuracy
 NL0338;SPC IA N     - 1,077,230.    1,341,920.      MT  (+/- 180 meters Scaled)
 NL0338
 NL0338                          SUPERSEDED SURVEY CONTROL
 NL0338
 NL0338  NGVD 29 (??/??/92)  447.068  (m)         1466.76   (f) ADJ UNCH    2 0
 NL0338
 NL0338.Superseded values are not recommended for survey control.
 NL0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0338.See file dsdata.txt to determine how the superseded data were derived.
 NL0338
 NL0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG006724(NAD 83)
 NL0338_MARKER: DB = BENCH MARK DISK
 NL0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0338_SP_SET: CULVERT
 NL0338_STAMPING: K 94 1935
 NL0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0338
 NL0338  HISTORY     - Date     Condition        Report By
 NL0338  HISTORY     - 1935     MONUMENTED       CGS
 NL0338  HISTORY     - 1943     GOOD             NGS
 NL0338
 NL0338                          STATION DESCRIPTION
 NL0338
 NL0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0338'1.6 MI NE FROM SCHLESWIG.
 NL0338'1.6 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0338'FROM THE STATION AT SCHLESWIG, CRAWFORD COUNTY, AT POLE 21+12,
 NL0338'AT 6- BY 6-FOOT CATTLE PASS 152, IN THE CENTER OF THE TOP OF THE
 NL0338'SOUTHEAST CONCRETE HEADWALL, 10 FEET SOUTHEAST OF THE CENTERLINE
 NL0338'OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 NL0338'DISK, STAMPED K 94 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0942 ***********************************************************************
 MJ0942  DESIGNATION -  K 95
 MJ0942  PID         -  MJ0942
 MJ0942  STATE/COUNTY-  IA/MONONA
 MJ0942  USGS QUAD   -  MOORHEAD (1971)
 MJ0942
 MJ0942                         *CURRENT SURVEY CONTROL
 MJ0942  ___________________________________________________________________
 MJ0942* NAD 83(1986)-  41 55 12.     (N)    095 51 07.     (W)     SCALED    
 MJ0942* NAVD 88     -       336.144  (meters)    1102.83   (feet)  ADJUSTED  
 MJ0942  ___________________________________________________________________
 MJ0942  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 MJ0942  DYNAMIC HT  -         336.012 (meters)    1102.40  (feet)  COMP
 MJ0942  MODELED GRAV-     980,218.5   (mgal)                       NAVD 88
 MJ0942
 MJ0942  VERT ORDER  -  SECOND    CLASS 0
 MJ0942
 MJ0942.The horizontal coordinates were scaled from a topographic map and have
 MJ0942.an estimated accuracy of +/- 6 seconds.
 MJ0942
 MJ0942.The orthometric height was determined by differential leveling
 MJ0942.and adjusted by the National Geodetic Survey in June 1991..
 MJ0942
 MJ0942.The geoid height was determined by GEOID03.
 MJ0942
 MJ0942.The dynamic height is computed by dividing the NAVD 88
 MJ0942.geopotential number by the normal gravity value computed on the
 MJ0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0942.degrees latitude (g = 980.6199 gals.).
 MJ0942
 MJ0942.The modeled gravity was interpolated from observed gravity values.
 MJ0942
 MJ0942;                    North         East    Units  Estimated Accuracy
 MJ0942;SPC IA N     - 1,049,370.    1,304,920.      MT  (+/- 180 meters Scaled)
 MJ0942
 MJ0942                          SUPERSEDED SURVEY CONTROL
 MJ0942
 MJ0942  NGVD 29 (??/??/92)  335.996  (m)         1102.35   (f) ADJ UNCH    2 0
 MJ0942
 MJ0942.Superseded values are not recommended for survey control.
 MJ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0942.See file dsdata.txt to determine how the superseded data were derived.
 MJ0942
 MJ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG635448(NAD 83)
 MJ0942_MARKER: DB = BENCH MARK DISK
 MJ0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0942_STAMPING: K 95 1935
 MJ0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0942+STABILITY: SURFACE MOTION
 MJ0942
 MJ0942  HISTORY     - Date     Condition        Report By
 MJ0942  HISTORY     - 1935     MONUMENTED       CGS
 MJ0942  HISTORY     - 1943     GOOD             NGS
 MJ0942
 MJ0942                          STATION DESCRIPTION
 MJ0942
 MJ0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MJ0942'AT MOORHEAD.
 MJ0942'AT MOORHEAD, MONONA COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 MJ0942'ONE POLE NORTHEAST OF THE STATION, 31 FEET NORTHWEST OF THE
 MJ0942'CENTERLINE OF THE TRACK, AND 2 FEET SOUTH OF A POLE.  A STANDARD
 MJ0942'DISK, STAMPED K 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0952 ***********************************************************************
 MJ0952  DESIGNATION -  K 96
 MJ0952  PID         -  MJ0952
 MJ0952  STATE/COUNTY-  IA/SHELBY
 MJ0952  USGS QUAD   -  PORTSMOUTH (1978)
 MJ0952
 MJ0952                         *CURRENT SURVEY CONTROL
 MJ0952  ___________________________________________________________________
 MJ0952* NAD 83(1986)-  41 40 04.     (N)    095 30 16.     (W)     SCALED    
 MJ0952* NAVD 88     -       366.939  (meters)    1203.87   (feet)  ADJUSTED  
 MJ0952  ___________________________________________________________________
 MJ0952  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 MJ0952  DYNAMIC HT  -         366.765 (meters)    1203.29  (feet)  COMP
 MJ0952  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 MJ0952
 MJ0952  VERT ORDER  -  SECOND    CLASS 0
 MJ0952
 MJ0952.The horizontal coordinates were scaled from a topographic map and have
 MJ0952.an estimated accuracy of +/- 6 seconds.
 MJ0952
 MJ0952.The orthometric height was determined by differential leveling
 MJ0952.and adjusted by the National Geodetic Survey in June 1991..
 MJ0952.WARNING-Repeat measurements at this control monument indicate possible
 MJ0952.vertical movement.
 MJ0952
 MJ0952.The geoid height was determined by GEOID03.
 MJ0952
 MJ0952.The dynamic height is computed by dividing the NAVD 88
 MJ0952.geopotential number by the normal gravity value computed on the
 MJ0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0952.degrees latitude (g = 980.6199 gals.).
 MJ0952
 MJ0952.The modeled gravity was interpolated from observed gravity values.
 MJ0952
 MJ0952;                    North         East    Units  Estimated Accuracy
 MJ0952;SPC IA S     -   187,130.      333,090.      MT  (+/- 180 meters Scaled)
 MJ0952
 MJ0952                          SUPERSEDED SURVEY CONTROL
 MJ0952
 MJ0952  NGVD 29 (??/??/92)  366.813  (m)         1203.45   (f) ADJ UNCH    2 0
 MJ0952
 MJ0952.Superseded values are not recommended for survey control.
 MJ0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0952.See file dsdata.txt to determine how the superseded data were derived.
 MJ0952
 MJ0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG915159(NAD 83)
 MJ0952_MARKER: DB = BENCH MARK DISK
 MJ0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0952_STAMPING: K 96 1935 1203.666
 MJ0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0952+STABILITY: SURFACE MOTION
 MJ0952
 MJ0952  HISTORY     - Date     Condition        Report By
 MJ0952  HISTORY     - 1935     MONUMENTED       CGS
 MJ0952  HISTORY     - 1949     GOOD             NGS
 MJ0952
 MJ0952                          STATION DESCRIPTION
 MJ0952
 MJ0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0952'1.5 MI NE FROM PORTSMOUTH.
 MJ0952'1.5 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0952'PACIFIC RAILROAD FROM THE STATION AT PORTSMOUTH, AT A PUBLIC ROAD
 MJ0952'CROSSING, 42.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK,
 MJ0952'20.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 11.0 FEET SOUTH
 MJ0952'OF THE SOUTHWEST CORNER OF A BRIDGE APPROACH, 46.8 FEET SOUTHWEST
 MJ0952'OF THE 10TH. POLE NORTHEAST OF MILEPOST NO. 466, 46.0 FEET WEST
 MJ0952'OF THE SOUTHWEST CORNER OF THE STEEL SPAN OF THE BRIDGE, 40.0
 MJ0952'FEET SOUTH OF A CROSSING SIGNPOST, 1.0 FOOT SOUTH OF A REFERENCE
 MJ0952'POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0276 ***********************************************************************
 LF0276  DESIGNATION -  K 98
 LF0276  PID         -  LF0276
 LF0276  STATE/COUNTY-  IA/PAGE
 LF0276  USGS QUAD   -  SHENANDOAH EAST (1978)
 LF0276
 LF0276                         *CURRENT SURVEY CONTROL
 LF0276  ___________________________________________________________________
 LF0276* NAD 83(1986)-  40 51 21.     (N)    095 17 09.     (W)     SCALED    
 LF0276* NAVD 88     -       304.118  (meters)     997.76   (feet)  ADJUSTED  
 LF0276  ___________________________________________________________________
 LF0276  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LF0276  DYNAMIC HT  -         303.957 (meters)     997.23  (feet)  COMP
 LF0276  MODELED GRAV-     980,089.8   (mgal)                       NAVD 88
 LF0276
 LF0276  VERT ORDER  -  SECOND    CLASS 0
 LF0276
 LF0276.The horizontal coordinates were scaled from a topographic map and have
 LF0276.an estimated accuracy of +/- 6 seconds.
 LF0276
 LF0276.The orthometric height was determined by differential leveling
 LF0276.and adjusted by the National Geodetic Survey in June 1991..
 LF0276
 LF0276.The geoid height was determined by GEOID03.
 LF0276
 LF0276.The dynamic height is computed by dividing the NAVD 88
 LF0276.geopotential number by the normal gravity value computed on the
 LF0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0276.degrees latitude (g = 980.6199 gals.).
 LF0276
 LF0276.The modeled gravity was interpolated from observed gravity values.
 LF0276
 LF0276;                    North         East    Units  Estimated Accuracy
 LF0276;SPC IA S     -    96,580.      349,440.      MT  (+/- 180 meters Scaled)
 LF0276
 LF0276                          SUPERSEDED SURVEY CONTROL
 LF0276
 LF0276  NGVD 29 (??/??/92)  304.012  (m)          997.41   (f) ADJ UNCH    2 0
 LF0276
 LF0276.Superseded values are not recommended for survey control.
 LF0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0276.See file dsdata.txt to determine how the superseded data were derived.
 LF0276
 LF0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF073252(NAD 83)
 LF0276_MARKER: DB = BENCH MARK DISK
 LF0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0276_STAMPING: K 98 1935
 LF0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0276+STABILITY: SURFACE MOTION
 LF0276
 LF0276  HISTORY     - Date     Condition        Report By
 LF0276  HISTORY     - 1935     MONUMENTED       CGS
 LF0276  HISTORY     - 1949     GOOD             NGS
 LF0276  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0276
 LF0276                          STATION DESCRIPTION
 LF0276
 LF0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0276'1.6 MI NE FROM ESSEX.
 LF0276'1.6 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0276'RAILWAY FROM THE STATION AT ESSEX, AT A PRIVATE ROAD CROSSING,
 LF0276'145 YARDS (PACED) SOUTH OF A LONE BOX ELDER TREE, 44 FEET EAST
 LF0276'OF THE EAST RAIL OF THE TRACK, 27 FEET EAST OF A TELEPHONE POLE,
 LF0276'24 FEET SOUTHWEST OF THE SOUTH GATE POST, 4.0 FEET WEST OF THE
 LF0276'LAST RIGHT OF WAY FENCE, 2.0 FEET EAST OF A REFERENCE POST, AND SET
 LF0276'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 LF0276'GROUND.
 LF0276
 LF0276                          STATION RECOVERY (1976)
 LF0276
 LF0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0452 ***********************************************************************
 MJ0452  DESIGNATION -  K 99
 MJ0452  PID         -  MJ0452
 MJ0452  STATE/COUNTY-  IA/CASS
 MJ0452  USGS QUAD   -  LEWIS (1971)
 MJ0452
 MJ0452                         *CURRENT SURVEY CONTROL
 MJ0452  ___________________________________________________________________
 MJ0452* NAD 83(1986)-  41 22 21.     (N)    095 03 00.     (W)     SCALED    
 MJ0452* NAVD 88     -       353.796  (meters)    1160.75   (feet)  ADJUSTED  
 MJ0452  ___________________________________________________________________
 MJ0452  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 MJ0452  DYNAMIC HT  -         353.665 (meters)    1160.32  (feet)  COMP
 MJ0452  MODELED GRAV-     980,241.5   (mgal)                       NAVD 88
 MJ0452
 MJ0452  VERT ORDER  -  SECOND    CLASS 0
 MJ0452
 MJ0452.The horizontal coordinates were scaled from a topographic map and have
 MJ0452.an estimated accuracy of +/- 6 seconds.
 MJ0452
 MJ0452.The orthometric height was determined by differential leveling
 MJ0452.and adjusted by the National Geodetic Survey in June 1991..
 MJ0452
 MJ0452.The geoid height was determined by GEOID03.
 MJ0452
 MJ0452.The dynamic height is computed by dividing the NAVD 88
 MJ0452.geopotential number by the normal gravity value computed on the
 MJ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0452.degrees latitude (g = 980.6199 gals.).
 MJ0452
 MJ0452.The modeled gravity was interpolated from observed gravity values.
 MJ0452
 MJ0452;                    North         East    Units  Estimated Accuracy
 MJ0452;SPC IA S     -   153,570.      370,340.      MT  (+/- 180 meters Scaled)
 MJ0452
 MJ0452                          SUPERSEDED SURVEY CONTROL
 MJ0452
 MJ0452  NGVD 29 (??/??/92)  353.728  (m)         1160.52   (f) ADJ UNCH    2 0
 MJ0452
 MJ0452.Superseded values are not recommended for survey control.
 MJ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0452.See file dsdata.txt to determine how the superseded data were derived.
 MJ0452
 MJ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF285821(NAD 83)
 MJ0452_MARKER: DB = BENCH MARK DISK
 MJ0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0452_SP_SET: CULVERT
 MJ0452_STAMPING: K 99 1935
 MJ0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0452
 MJ0452  HISTORY     - Date     Condition        Report By
 MJ0452  HISTORY     - 1935     MONUMENTED       CGS
 MJ0452
 MJ0452                          STATION DESCRIPTION
 MJ0452
 MJ0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0452'3.1 MI S FROM ATLANTIC.
 MJ0452'3.1 MILES SOUTH ALONG U.S. HIGHWAY 6, FROM THE COURTHOUSE AT
 MJ0452'ATLANTIC, CASS COUNTY, 19 FEET WEST OF THE CENTERLINE OF THE
 MJ0452'HIGHWAY AT A 12 FOOT CONCRETE CULVERT, IN THE TOP OF THE NORTHWEST
 MJ0452'CORNER OF THE WEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0737 ***********************************************************************
 NJ0737  DESIGNATION -  KADER
 NJ0737  PID         -  NJ0737
 NJ0737  STATE/COUNTY-  IA/CLAYTON
 NJ0737  USGS QUAD   -  FARMERSBURG (1965)
 NJ0737
 NJ0737                         *CURRENT SURVEY CONTROL
 NJ0737  ___________________________________________________________________
 NJ0737* NAD 83(1996)-  42 52 37.49600(N)    091 21 30.68370(W)     ADJUSTED  
 NJ0737* NAVD 88     -       324.42   (+/-2cm)    1064.4    (feet)  VERTCON   
 NJ0737  ___________________________________________________________________
 NJ0737  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 NJ0737  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 NJ0737
 NJ0737  HORZ ORDER  -  THIRD
 NJ0737  VERT ORDER  -  THIRD ? (See Below)
 NJ0737
 NJ0737.The horizontal coordinates were established by classical geodetic methods
 NJ0737.and adjusted by the National Geodetic Survey in May 1999..
 NJ0737
 NJ0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0737.The vertical order pertains to the NGVD 29 superseded value.
 NJ0737
 NJ0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0737
 NJ0737.The geoid height was determined by GEOID03.
 NJ0737
 NJ0737;                    North         East     Units Scale Factor Converg.
 NJ0737;SPC IA N     - 1,155,178.520 1,674,938.655   MT  0.99995203   +1 27 04.9
 NJ0737;UTM  15      - 4,748,472.000   634,061.844   MT  0.99982111   +1 07 01.5
 NJ0737
 NJ0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0737!SPC IA N     -   0.99995400  x   0.99995203  =   0.99990603
 NJ0737!UTM  15      -   0.99995400  x   0.99982111  =   0.99977511
 NJ0737
 NJ0737|---------------------------------------------------------------------|
 NJ0737| PID    Reference Object                     Distance      Geod. Az  |
 NJ0737|                                                           dddmmss.s |
 NJ0737| CI5795 KADER RM 1                            7.435 METERS 10143     |
 NJ0737| CI5794 KADER AZ MK                                        1141216.8 |
 NJ0737| CI5796 KADER RM 2                            5.490 METERS 28145     |
 NJ0737|---------------------------------------------------------------------|
 NJ0737
 NJ0737                          SUPERSEDED SURVEY CONTROL
 NJ0737
 NJ0737  NAD 83(1996)-  42 52 37.49596(N)    091 21 30.68353(W) AD(       ) 3
 NJ0737  NAD 83(1986)-  42 52 37.48653(N)    091 21 30.68196(W) AD(       ) 3
 NJ0737  NAD 27      -  42 52 37.54070(N)    091 21 30.17660(W) AD(       ) 3
 NJ0737  NGVD 29 (07/19/86)  324.46   (m)         1064.5    (f) LEVELING    3  
 NJ0737
 NJ0737.Superseded values are not recommended for survey control.
 NJ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0737.See file dsdata.txt to determine how the superseded data were derived.
 NJ0737
 NJ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH3406248472(NAD 83)
 NJ0737_MARKER: DS = TRIANGULATION STATION DISK
 NJ0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0737+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 NJ0737
 NJ0737  HISTORY     - Date     Condition        Report By
 NJ0737  HISTORY     - 1961     MONUMENTED       CGS
 NJ0737  HISTORY     - 20020520 GOOD             AERSVC
 NJ0737
 NJ0737                          STATION DESCRIPTION
 NJ0737
 NJ0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0737'THE STATION IS ABOUT 6-1/2 MILES WEST OF GARNAVILLO, ABOUT
 NJ0737'2-1/2 MILES NORTHEAST OF ELKADER, IN THE NORTHWEST 1/4 OF
 NJ0737'SECTION 18, T 93 N, R 4 W. AND ON THE ROAD RIGHT-OF-WAY.
 NJ0737'IT IS 5 FEET NORTH OF A WITNESS POST AND A WIRE FENCE, 20
 NJ0737'FEET SOUTHEAST OF A TELEPHONE POLE, 64 FEET SOUTH OF THE
 NJ0737'CENTERLINE OF HIGHWAY 128 AND 172 FEET SOUTHWEST OF THE
 NJ0737'INTERSECTION OF HIGHWAY 128 AND A GRAVELED DRIVEWAY.  THE
 NJ0737'MONUMENT IS FLUSH AND THE DISK IS STAMPED KADER 1961.
 NJ0737'
 NJ0737'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 NJ0737'13 AND 56 IN ELKADER GO NORTHERLY ON HIGHWAY 13 FOR 2.95
 NJ0737'MILES TO THE JUNCTION WITH STATE HIGHWAY 128.  TURN RIGHT
 NJ0737'AND GO EAST ON HIGHWAY 128 FOR 1.05 MILES TO THE STATION
 NJ0737'ON THE RIGHT.
 NJ0737'
 NJ0737'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON HIGHWAY
 NJ0737'128 FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 NJ0737'EAST ON A GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
 NJ0737'
 NJ0737'REFERENCE MARK 1 IS 1 FOOT NORTH OF A WIRE FENCE, 24 FEET
 NJ0737'EAST OF THE WITNESS POST AND 69 FEET SOUTH OF THE CENTERLINE OF
 NJ0737'HIGHWAY 128.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NJ0737'KADER NO 1 1961.
 NJ0737'
 NJ0737'REFERENCE MARK 2 IS 1 FOOT EAST OF THE WIRE FENCE, 1 FOOT
 NJ0737'SOUTHEAST OF A TELEPHONE POLE, 20 FEET NORTHWEST OF THE
 NJ0737'WITNESS POST AND 61 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 NJ0737'128.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED KADER
 NJ0737'NO 2 1961.
 NJ0737'
 NJ0737'THE AZIMUTH MARK IS 1 FOOT WEST OF A WIRE FENCE, 2 FEET SOUTH
 NJ0737'OF A WITNESS POST, 3 FEET SOUTH OF A TELEPHONE POLE, 12
 NJ0737'FEET NORTH OF THE CENTERLINE OF A FIELD ENTRANCE ROAD AND
 NJ0737'34 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD.  THE
 NJ0737'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED KADER
 NJ0737'1961.
 NJ0737'
 NJ0737'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NJ0737
 NJ0737                          STATION RECOVERY (2002)
 NJ0737
 NJ0737'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2002 (KZ)
 NJ0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0998 ***********************************************************************
 OP0998  DESIGNATION -  KAIN
 OP0998  PID         -  OP0998
 OP0998  STATE/COUNTY-  IA/KOSSUTH
 OP0998  USGS QUAD   -  TITONKA (1972)
 OP0998
 OP0998                         *CURRENT SURVEY CONTROL
 OP0998  ___________________________________________________________________
 OP0998* NAD 83(1996)-  43 08 20.26499(N)    094 05 20.66666(W)     ADJUSTED  
 OP0998* NAVD 88     -       365.1    (meters)    1198.     (feet)  VERTCON   
 OP0998  ___________________________________________________________________
 OP0998  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 OP0998  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 OP0998
 OP0998  HORZ ORDER  -  FIRST
 OP0998
 OP0998.The horizontal coordinates were established by classical geodetic methods
 OP0998.and adjusted by the National Geodetic Survey in May 1999..
 OP0998
 OP0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0998
 OP0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0998
 OP0998.The geoid height was determined by GEOID03.
 OP0998
 OP0998;                    North         East     Units Scale Factor Converg.
 OP0998;SPC IA N     - 1,182,221.648 1,452,076.105   MT  0.99997916   -0 23 57.3
 OP0998;UTM  15      - 4,776,822.135   411,431.319   MT  0.99969650   -0 44 41.0
 OP0998
 OP0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0998!SPC IA N     -   0.99994729  x   0.99997916  =   0.99992645
 OP0998!UTM  15      -   0.99994729  x   0.99969650  =   0.99964381
 OP0998
 OP0998:                Primary Azimuth Mark                     Grid Az
 OP0998:SPC IA N     -  KAIN AZ MK                               003 57 40.7
 OP0998:UTM  15      -  KAIN AZ MK                               004 18 24.4
 OP0998
 OP0998|---------------------------------------------------------------------|
 OP0998| PID    Reference Object                     Distance      Geod. Az  |
 OP0998|                                                           dddmmss.s |
 OP0998| CI5797 KAIN AZ MK                                         0033343.4 |
 OP0998| OP0996 TITONKA MUN TANK                    APPROX.11.6 KM 0194213.0 |
 OP0998| CI5798 KAIN RM 1                            22.004 METERS 03424     |
 OP0998| OO1212 WESLEY MUN TANK                     APPROX. 9.8 KM 1255136.8 |
 OP0998| CI5799 KAIN RM 2                            23.736 METERS 14718     |
 OP0998| OP1003 ALGONA TV CO MAST                   APPROX.11.8 KM 2285129.6 |
 OP0998| OP1004 ALGONA TV STA KGLO MAST             APPROX.12.1 KM 2292730.2 |
 OP0998| OP1008 ALGONA W MUN TANK                   APPROX.14.4 KM 2380657.9 |
 OP0998|---------------------------------------------------------------------|
 OP0998
 OP0998                          SUPERSEDED SURVEY CONTROL
 OP0998
 OP0998  NAD 83(1996)-  43 08 20.26491(N)    094 05 20.66661(W) AD(       ) 1
 OP0998  NAD 83(1986)-  43 08 20.25653(N)    094 05 20.65812(W) AD(       ) 1
 OP0998  NAD 27      -  43 08 20.38302(N)    094 05 19.81084(W) AD(       ) 1
 OP0998  NGVD 29 (07/19/86)  365.1    (m)         1198.     (f) VERT ANG       
 OP0998
 OP0998.Superseded values are not recommended for survey control.
 OP0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0998.See file dsdata.txt to determine how the superseded data were derived.
 OP0998
 OP0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH1143176822(NAD 83)
 OP0998_MARKER: DS = TRIANGULATION STATION DISK
 OP0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0998_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0998
 OP0998  HISTORY     - Date     Condition        Report By
 OP0998  HISTORY     - 1971     MONUMENTED       NGS
 OP0998
 OP0998                          STATION DESCRIPTION
 OP0998
 OP0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0998'THE STATION IS LOCATED 8.5 MILES NORTHEAST OF ALGONA, 7 MILES
 OP0998'SOUTH-SOUTHWEST OF TITONKA, 3.9 MILES NORTH OF SEXTON, IN
 OP0998'SECTION 13, T 96 N, R 28 W, IN A CULTIVATED FIELD OWNED
 OP0998'BY ROBERT KAIN WHO LIVES 0.25 MILE SOUTH OF THE STATION.
 OP0998'
 OP0998'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 OP0998'18 AND 169, 1 MILE NORTH OF ALGONA, GO EAST ON HIGHWAY 18
 OP0998'FOR 7.5 MILES TO A PAVED CROSSROAD IN THE VILLAGE OF SEXTON.
 OP0998'TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 3.0 MILES TO
 OP0998'A CROSSROAD.  CONTINUE NORTH ON THE PAVED ROAD FOR 0.9 MILE TO
 OP0998'THE TOP OF A RISE AND A FIELD ENTRANCE ON THE LEFT.  TURN
 OP0998'LEFT INTO THE FIELD FOR 90 FEET TO THE STATION.
 OP0998'
 OP0998'THE STATION MARKS ARE STAMPED KAIN 1971.  THE SURFACE DISK
 OP0998'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0998'WHICH IS 12 INCHES BELOW GROUND.  IT IS 87 FEET WEST OF THE
 OP0998'CENTER OF THE ROAD, 47.0 FEET WEST-SOUTHWEST OF THE NORTH
 OP0998'GATEPOST OF THE FIELD ENTRANCE, 41.7 FEET WEST OF THE SOUTH
 OP0998'GATEPOST, AND 41.5 FEET WEST-NORTHWEST OF A METAL WITNESS
 OP0998'POST SET IN THE FENCE LINE.  THE UNDERGROUND DISK IS SET
 OP0998'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 45 INCHES
 OP0998'BELOW GROUND.
 OP0998'
 OP0998'REFERENCE MARK 1, A STANDARD DISK STAMPED KAIN NO 1 1971, IS SET
 OP0998'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OP0998'IS FLUSH WITH THE GROUND.  IT IS 65.7 FEET NORTH OF THE WITNESS
 OP0998'POST, 39.0 FEET NORTH OF THE NORTH GATEPOST, 46 FEET WEST
 OP0998'OF THE CENTER OF THE ROAD, AND 1.5 FEET WEST OF THE WIRE
 OP0998'FENCE.
 OP0998'
 OP0998'REFERENCE MARK 2, A STANDARD DISK STAMPED KAIN NO 2 1971,
 OP0998'IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0998'WHICH IS FLUSH WITH THE GROUND.  IT IS 45 FEET WEST OF THE
 OP0998'CENTER OF THE ROAD, 40 FEET SOUTH OF A TELEPHONE POLE, 49.5 FEET
 OP0998'SOUTH OF THE WITNESS POST, AND 1 FOOT EAST OF THE WIRE FENCE.
 OP0998'
 OP0998'THE AZIMUTH MARK, A STANDARD DISK STAMPED KAIN 1971, IS SET
 OP0998'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OP0998'IS FLUSH WITH THE GROUND.  IT IS 45 FEET EAST OF THE CENTER
 OP0998'OF THE ROAD, 12.5 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 3.3
 OP0998'FEET WEST OF TELEPHONE POLE 571, AND 3.1 FEET WEST-SOUTHWEST
 OP0998'OF A METAL WITNESS POST.
 OP0998'
 OP0998'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 OP0998'PAVED ROAD FOR 0.4 MILE TO A DRIVEWAY ON THE RIGHT LEADING
 OP0998'TO THE RESIDENCE OF R.V. CUNNINGHAM, AND THE MARK ON THE RIGHT.
 OP0998'
 OP0998'HEIGHT OF LIGHT ABOVE STATION MARK 22.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0747 ***********************************************************************
 NK0747  DESIGNATION -  KANAWHA MUNICIPAL TANK
 NK0747  PID         -  NK0747
 NK0747  STATE/COUNTY-  IA/HANCOCK
 NK0747  USGS QUAD   -  KANAWHA (1972)
 NK0747
 NK0747                         *CURRENT SURVEY CONTROL
 NK0747  ___________________________________________________________________
 NK0747* NAD 83(1996)-  42 56 08.50367(N)    093 47 38.46262(W)     ADJUSTED  
 NK0747* NAVD 88     -                                                        
 NK0747  ___________________________________________________________________
 NK0747  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 NK0747  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 NK0747
 NK0747  HORZ ORDER  -  THIRD
 NK0747
 NK0747.The horizontal coordinates were established by classical geodetic methods
 NK0747.and adjusted by the National Geodetic Survey in May 1999..
 NK0747
 NK0747
 NK0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0747
 NK0747.The geoid height was determined by GEOID03.
 NK0747
 NK0747;                    North         East     Units Scale Factor Converg.
 NK0747;SPC IA N     - 1,159,515.525 1,476,001.649   MT  0.99995629   -0 11 57.4
 NK0747;UTM  15      - 4,753,979.727   435,213.348   MT  0.99965164   -0 32 27.2
 NK0747
 NK0747                          SUPERSEDED SURVEY CONTROL
 NK0747
 NK0747  NAD 83(1996)-  42 56 08.50378(N)    093 47 38.46181(W) AD(       ) 4
 NK0747  NAD 83(1986)-  42 56 08.49721(N)    093 47 38.45503(W) AD(       ) 4
 NK0747  NAD 27      -  42 56 08.58000(N)    093 47 37.66000(W) AD(       ) 3
 NK0747
 NK0747.Superseded values are not recommended for survey control.
 NK0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0747.See file dsdata.txt to determine how the superseded data were derived.
 NK0747
 NK0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH3521353980(NAD 83)
 NK0747_MARKER: 51 = TANK
 NK0747
 NK0747  HISTORY     - Date     Condition        Report By
 NK0747  HISTORY     - 1938     FIRST OBSERVED   CGS
 NK0747
 NK0747                          STATION DESCRIPTION
 NK0747
 NK0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0747'OBSERVED FINIAL MUNICIPAL WATER TANK, STEEL, SILVER PAINTED.
 NK0747'NOTE VISITED.
 NK0747'
 NK0747'OBSERVED FROM TRIANGULATION STATIONS PASKIN AND CORNELIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0715 ***********************************************************************
 MH0715  DESIGNATION -  KCOB RADIO TWR
 MH0715  PID         -  MH0715
 MH0715  STATE/COUNTY-  IA/JASPER
 MH0715  USGS QUAD   -  NEWTON (1965)
 MH0715
 MH0715                         *CURRENT SURVEY CONTROL
 MH0715  ___________________________________________________________________
 MH0715* NAD 83(1996)-  41 41 32.84078(N)    093 00 38.03909(W)     ADJUSTED  
 MH0715* NAVD 88     -                                                        
 MH0715  ___________________________________________________________________
 MH0715  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 MH0715  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 MH0715
 MH0715  HORZ ORDER  -  THIRD
 MH0715
 MH0715.The horizontal coordinates were established by classical geodetic methods
 MH0715.and adjusted by the National Geodetic Survey in May 1999..
 MH0715.No horizontal observational check was made to the station.
 MH0715
 MH0715
 MH0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0715
 MH0715.The geoid height was determined by GEOID03.
 MH0715
 MH0715;                    North         East     Units Scale Factor Converg.
 MH0715;SPC IA S     -   188,064.095   540,743.790   MT  0.99998513   +0 19 20.6
 MH0715;UTM  15      - 4,615,630.913   499,120.714   MT  0.99960001   -0 00 25.3
 MH0715
 MH0715                          SUPERSEDED SURVEY CONTROL
 MH0715
 MH0715  NAD 83(1986)-  41 41 32.82561(N)    093 00 38.01723(W) AD(       ) 4
 MH0715
 MH0715.Superseded values are not recommended for survey control.
 MH0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0715.See file dsdata.txt to determine how the superseded data were derived.
 MH0715
 MH0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG9912115631(NAD 83)
 MH0715_MARKER: 43 = RADIO/TV TOWER
 MH0715
 MH0715  HISTORY     - Date     Condition        Report By
 MH0715  HISTORY     - 1964     FIRST OBSERVED   USGS
 MH0715
 MH0715                          STATION DESCRIPTION
 MH0715
 MH0715'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0715'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0893 ***********************************************************************
 MG0893  DESIGNATION -  KEDERA
 MG0893  PID         -  MG0893
 MG0893  STATE/COUNTY-  IA/JOHNSON
 MG0893  USGS QUAD   -  TIFFIN (1994)
 MG0893
 MG0893                         *CURRENT SURVEY CONTROL
 MG0893  ___________________________________________________________________
 MG0893* NAD 83(1996)-  41 44 42.11581(N)    091 43 03.89917(W)     ADJUSTED  
 MG0893* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 MG0893  ___________________________________________________________________
 MG0893  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 MG0893  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 MG0893
 MG0893  HORZ ORDER  -  FIRST
 MG0893
 MG0893.The horizontal coordinates were established by classical geodetic methods
 MG0893.and adjusted by the National Geodetic Survey in May 1999..
 MG0893
 MG0893.The orthometric height was scaled from a topographic map.
 MG0893
 MG0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0893
 MG0893.The geoid height was determined by GEOID03.
 MG0893
 MG0893;                    North         East     Units Scale Factor Converg.
 MG0893;SPC IA S     -   195,307.668   648,237.426   MT  0.99999342   +1 10 26.3
 MG0893;SPC IA N     - 1,028,780.502 1,648,248.749   MT  1.00007391   +1 12 28.5
 MG0893;UTM  15      - 4,622,262.469   606,616.801   MT  0.99973988   +0 51 13.8
 MG0893
 MG0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0893!SPC IA S     -   0.99996275  x   0.99999342  =   0.99995617
 MG0893!SPC IA N     -   0.99996275  x   1.00007391  =   1.00003665
 MG0893!UTM  15      -   0.99996275  x   0.99973988  =   0.99970264
 MG0893
 MG0893:                Primary Azimuth Mark                     Grid Az
 MG0893:SPC IA S     -  CEDAR RAPIDS MOVING SEARCHLT             007 04 09.8
 MG0893:SPC IA N     -  CEDAR RAPIDS MOVING SEARCHLT             007 02 07.6
 MG0893:UTM  15      -  CEDAR RAPIDS MOVING SEARCHLT             007 23 22.3
 MG0893
 MG0893|---------------------------------------------------------------------|
 MG0893| PID    Reference Object                     Distance      Geod. Az  |
 MG0893|                                                           dddmmss.s |
 MG0893| MG0869 CEDAR RAPIDS MOVING SEARCHLT        APPROX.26.8 KM 0081436.1 |
 MG0893| MG0870 CEDAR RAPIDS QUAKER OATS CO TK      APPROX.26.8 KM 0081435.9 |
 MG0893| MG0874 PERKL                               APPROX.12.1 KM 1012543.1 |
 MG0893| MG0875 CORALVILLE TB HOSPITAL STACK        APPROX.10.5 KM 1144741.1 |
 MG0893| MG0872 IOWA CITY MUNICIPAL TANK            APPROX.18.0 KM 1161606.3 |
 MG0893| MG0871 IOWA CITY EAST AERIAL               APPROX.17.8 KM 1220055.0 |
 MG0893| MG0876 IOWA CITY WEST AERIAL               APPROX.17.8 KM 1220611.3 |
 MG0893| MG0878 IOWA CITY OLD U HEAT PLT STK        APPROX.17.8 KM 1220843.5 |
 MG0893| MG0877 IOWA CITY NEW U HEAT PLT W STK      APPROX.17.7 KM 1232034.1 |
 MG0893| MG0895 OXFORD AEROPLANE BEACON 22          APPROX. 6.7 KM 2423933.0 |
 MG0893| CL9631 KEDERA RM 1                         211.800 METERS 29053     |
 MG0893| CL9632 KEDERA RM 2                          93.900 METERS 34053     |
 MG0893|---------------------------------------------------------------------|
 MG0893
 MG0893                          SUPERSEDED SURVEY CONTROL
 MG0893
 MG0893  NAD 83(1986)-  41 44 42.11720(N)    091 43 03.90623(W) AD(       ) 1
 MG0893  NAD 27      -  41 44 42.07200(N)    091 43 03.28200(W) AD(       ) 1
 MG0893
 MG0893.Superseded values are not recommended for survey control.
 MG0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0893.See file dsdata.txt to determine how the superseded data were derived.
 MG0893
 MG0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG0661722262(NAD 83)
 MG0893_MARKER: DS = TRIANGULATION STATION DISK
 MG0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0893
 MG0893  HISTORY     - Date     Condition        Report By
 MG0893  HISTORY     - 1930     MONUMENTED       CGS
 MG0893  HISTORY     - 1934     GOOD             IOWAGS
 MG0893  HISTORY     - 1939     GOOD             IOWAGS
 MG0893  HISTORY     - 1955     GOOD             CGS
 MG0893  HISTORY     - 1957     MARK NOT FOUND   CGS
 MG0893
 MG0893                          STATION DESCRIPTION
 MG0893
 MG0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0893'STATION IS ABOUT 3 MILES W AND 2 MILES N FROM TIFFIN IN THE NW
 MG0893'1/4 OF SEC. 18, T 80 N, R 7 W, ON LAND OWNED BY ALBERT KEDERA,
 MG0893'AND IS ON A PROMINENT SANDY KNOLL ABOUT 75 PACES SW OF MR.
 MG0893'KEDERAS HOUSE AND 100 PACES S OF THE SECTION-LINE ROAD.  THE
 MG0893'FARMHOUSE AND BUILDINGS ARE ON THE E SIDE OF THE KNOLL.  THE MARK
 MG0893'IS 1 FOOT BELOW THE SURFACE.
 MG0893'
 MG0893'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MG0893'DISKS SET IN CONCRETE.
 MG0893'
 MG0893'REFERENCE MARK NO. 1 IS IN FENCE CORNER IN EXTREME NW 1/4
 MG0893'OF SECTION 18.  REFERENCE MARK NO. 2 IS ON FENCE LINE ON N
 MG0893'SIDE OF ROAD AND ABOUT 650 FEET E OF THE NW CORNER OF SECTION
 MG0893'18.
 MG0893'
 MG0893'TO REACH, FOLLOW U.S. HIGHWAY 32 TO ABOUT 3 MILES NW OF
 MG0893'TIFFIN THEN N 2 MILES.
 MG0893'
 MG0893'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MG0893
 MG0893                          STATION RECOVERY (1934)
 MG0893
 MG0893'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MG0893'THE DESCRIPTION OF LOCATION WAS FOUND TO BE IN ERROR.  THE
 MG0893'DESCRIPTION SHOULD READ AS FOLLOWS--
 MG0893'
 MG0893'ABOUT 3 MILES W AND 2 MILES N FROM TIFFIN IN THE NE 1/4 SEC. 13, T
 MG0893'80 N, R 8 W, ON LAND OWNED BY ALBERT KEDERA.
 MG0893'
 MG0893'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE
 MG0893'TABLETS SET IN CONCRETE.
 MG0893'
 MG0893'THE STATION IS ON A PROMINENT SANDY KNOLL ABOUT 75 PACES
 MG0893'SW OF MR. KEDERAS HOUSE AND 100 PACES S OF THE SECTION-LINE
 MG0893'ROAD.  THE FARMHOUSE AND BUILDINGS ARE ON THE E SIDE OF THE
 MG0893'KNOLL.  MARK IS 1 FOOT BELOW THE SURFACE.
 MG0893'
 MG0893'REFERENCE MARK NO. 1 IS IN A FENCE CORNER ON S SIDE OF ROAD
 MG0893'1/4 MILE W OF THE NE CORNER OF SECTION 13.  REFERENCE MARK
 MG0893'NO. 2 IS ON FENCE LINE ON N SIDE OF ROAD AND ABOUT 800 FEET W OF
 MG0893'THE NE CORNER OF SECTION 13.
 MG0893'
 MG0893'TO REACH, FOLLOW U.S. HIGHWAY 6 TO ABOUT 3-3/4 MILES NW OF
 MG0893'TIFFIN, THEN N 2 MILES, THEN E 1 MILE.
 MG0893
 MG0893                          STATION RECOVERY (1939)
 MG0893
 MG0893'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1939
 MG0893'STATION RECOVERED IN GOOD CONDITION.
 MG0893
 MG0893                          STATION RECOVERY (1955)
 MG0893
 MG0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 MG0893'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 MG0893'GOOD CONDITION, EXCEPT THE SURFACE AND THE UNDERGROUND STATION
 MG0893'MARKS WHICH HAD BEEN DISPLACED BY BULLDOZER OPERATIONS.  THE
 MG0893'AREA IN THE VICINITY OF THE STATION MARK HAD BEEN LEVELED TO
 MG0893'A DEPTH OF APPROXIMATELY 5 FEET.  MR. EMIL KADERS WHO OWNS
 MG0893'THE LAND STATED THAT HE HAD LOWERED THE UNDERGROUND MARK IN
 MG0893'PLACE.  BUT IT IS FELT BY THE UNDERSIGNED THAT THE SURFACE
 MG0893'AND THE UNDERGROUND MARKS WERE BOTH DISPLACED IN THE GRADING
 MG0893'OPERATIONS AND THAT THE STATION SHOULD BE LISTED AS
 MG0893'DESTROYED.  THE LINE TO REFERENCE MARK NO. 2 WAS OBSTRUCTED.
 MG0893'THE SURFACE STATION DISK WAS REMOVED FROM THE BLOCK OF
 MG0893'CONCRETE.  THE UNDERGROUND MARK WAS LEFT WHERE MR.
 MG0893'KADERA HAD PLACED IT ABOUT 2 FEET BELOW THE SURFACE OF THE
 MG0893'GROUND WHICH IS A LOOSE SANDY LOAM.  THE FOLLOWING REFERENCE
 MG0893'MEASUREMENTS WERE MADE TO THE UNDERGROUND MARK.  IT IS 137
 MG0893'FEET NORTHWEST OF THE NORTHWEST CORNER OF MACHINE SHED,
 MG0893'122.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 MG0893'TILE BUILDING, 65 FEET EAST-SOUTHEAST OF A SOUTHWEST FENCE
 MG0893'CORNER, AND 62 FEET SOUTHEAST OF A 14-INCH ELM TREE.
 MG0893'
 MG0893'TO REACH THE STATION FROM THE POST OFFICE IN TIFFIN, GO WEST
 MG0893'ON U.S. HIGHWAY 6 FOR 4.1 MILES TO SCHOOLHOUSE ON LEFT AND
 MG0893'CROSSROADS.  TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR 1.6
 MG0893'MILES TO A T-ROAD RIGHT.  TURN RIGHT AND GO EAST ON GRADED
 MG0893'ROAD FOR 1.2 MILES TO THE EMIL KADERS FARM ON THE RIGHT AND
 MG0893'THE STATION.
 MG0893
 MG0893                          STATION RECOVERY (1957)
 MG0893
 MG0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 MG0893'STATION WAS NOT RECOVERED.  THE STATION HAS BEEN REMOVED FROM
 MG0893'ITS POSITION BY A GRADER.  THE DISK HAS BEEN REMOVED FROM THE
 MG0893'UPPER CONCRETE BASE.  THE LAND OWNER BELIEVES THE UNDERGROUND
 MG0893'MARK TO BE INTACT.  THIS PARTY SEARCHED FOR THE UNDERGROUND
 MG0893'MARK USING THE LAND OWNERS REFERENCE MEASURMENTS BUT IT WAS
 MG0893'NOT FOUND.
 MG0893'
 MG0893'R.M. S 1 AND 2 WERE FOUND IN GOOD CONDITION.
 MG0893'
 MG0893'THE LAND OWNER IS NOW EMIL KEDERA.  DIRECTIONS TO THE FARM HOUSE AND
 MG0893'STATION SHOULD READ--FOLLOW U.S. HIGHWAY 6 FOR 3.8 MILES
 MG0893'NORTHWEST OF TIFFIN, THEN 1.5 MILES NORTH, THEN 1 MILE EAST.
 MG0893'STATION IS ALSO 0.5 MILE SOUTH OF INTERSECTION OF JOHNSON COUNTY
 MG0893'HIGHWAYS H AND O.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0589 ***********************************************************************
 MH0589  DESIGNATION -  KELLOG MUNICIPAL TANK
 MH0589  PID         -  MH0589
 MH0589  STATE/COUNTY-  IA/JASPER
 MH0589  USGS QUAD   -  KELLOGG (1980)
 MH0589
 MH0589                         *CURRENT SURVEY CONTROL
 MH0589  ___________________________________________________________________
 MH0589* NAD 83(1996)-  41 43 08.82894(N)    092 54 23.47343(W)     ADJUSTED  
 MH0589* NAVD 88     -                                                        
 MH0589  ___________________________________________________________________
 MH0589  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 MH0589  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 MH0589
 MH0589  HORZ ORDER  -  THIRD
 MH0589
 MH0589.The horizontal coordinates were established by classical geodetic methods
 MH0589.and adjusted by the National Geodetic Survey in May 1999..
 MH0589
 MH0589
 MH0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0589
 MH0589.The geoid height was determined by GEOID03.
 MH0589
 MH0589;                    North         East     Units Scale Factor Converg.
 MH0589;SPC IA S     -   191,079.341   549,384.962   MT  0.99998923   +0 23 27.3
 MH0589;UTM  15      - 4,618,595.332   507,775.711   MT  0.99960074   +0 03 44.0
 MH0589
 MH0589                          SUPERSEDED SURVEY CONTROL
 MH0589
 MH0589  NAD 83(1986)-  41 43 08.83412(N)    092 54 23.47332(W) AD(       ) 4
 MH0589  NAD 27      -  41 43 08.86500(N)    092 54 22.77700(W) AD(       ) 3
 MH0589
 MH0589.Superseded values are not recommended for survey control.
 MH0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0589.See file dsdata.txt to determine how the superseded data were derived.
 MH0589
 MH0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG0777618595(NAD 83)
 MH0589_MARKER: 51 = TANK
 MH0589
 MH0589  HISTORY     - Date     Condition        Report By
 MH0589  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0589
 MH0589                          STATION DESCRIPTION
 MH0589
 MH0589'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0670 ***********************************************************************
 MH0670  DESIGNATION -  KELLY ATT MWV TWR
 MH0670  PID         -  MH0670
 MH0670  STATE/COUNTY-  IA/STORY
 MH0670  USGS QUAD   -  SLATER (1975)
 MH0670
 MH0670                         *CURRENT SURVEY CONTROL
 MH0670  ___________________________________________________________________
 MH0670* NAD 83(1996)-  41 57 07.87598(N)    093 40 42.67479(W)     ADJUSTED  
 MH0670* NAVD 88     -                                                        
 MH0670  ___________________________________________________________________
 MH0670  LAPLACE CORR-         -10.73  (seconds)                    DEFLEC99
 MH0670  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 MH0670
 MH0670  HORZ ORDER  -  THIRD
 MH0670
 MH0670.The horizontal coordinates were established by classical geodetic methods
 MH0670.and adjusted by the National Geodetic Survey in May 1999..
 MH0670
 MH0670
 MH0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0670
 MH0670.The geoid height was determined by GEOID03.
 MH0670
 MH0670;                    North         East     Units Scale Factor Converg.
 MH0670;SPC IA N     - 1,050,243.313 1,485,198.025   MT  1.00002275   -0 07 15.6
 MH0670;SPC IA S     -   216,813.278   485,197.853   MT  1.00003435   -0 07 03.3
 MH0670;UTM  15      - 4,644,690.318   443,764.335   MT  0.99963891   -0 27 13.0
 MH0670
 MH0670                          SUPERSEDED SURVEY CONTROL
 MH0670
 MH0670  NAD 83(1986)-  41 57 07.87508(N)    093 40 42.67985(W) AD(       ) 4
 MH0670  NAD 27      -  41 57 07.92353(N)    093 40 41.88281(W) AD(       ) 3
 MH0670
 MH0670.Superseded values are not recommended for survey control.
 MH0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0670.See file dsdata.txt to determine how the superseded data were derived.
 MH0670
 MH0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG4376444690(NAD 83)
 MH0670_MARKER: 45 = MICROWAVE TOWER
 MH0670
 MH0670  HISTORY     - Date     Condition        Report By
 MH0670  HISTORY     - 1969     FIRST OBSERVED   CGS
 MH0670  HISTORY     - 1976     GOOD             NGS
 MH0670
 MH0670                          STATION DESCRIPTION
 MH0670
 MH0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 MH0670'THE STATION IS THE RED LIGHT LOCATED ATOP THE KELLY, AMERICAN
 MH0670'TELEPHONE AND TELEGRAPH COMPANY MICROWAVE RELAY TOWER THAT IS
 MH0670'LOCATED ABOUT 1 MILE WEST OF THE SMALL TOWN OF KELLY.  IT IS A
 MH0670'FOUR LEGGED STRUCTURE PAINTED IN ALTERNATE BANDS OF RED AND WHITE
 MH0670'WITH A FAN SHAPED ANTENNA LOCATED ON EACH OF THE FOUR CORNERS.
 MH0670'THE TOWER IS 140 FEET IN HEIGHT.
 MH0670
 MH0670                          STATION RECOVERY (1976)
 MH0670
 MH0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 MH0670'THIS STATION WAS RECOVERED IN GOOD CONDITION, NO DESCRIPTION
 MH0670'AVAILABLE AT TIME OF RECOVERY.
 MH0670'
 MH0670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST END OF
 MH0670'KELLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0912 ***********************************************************************
 ON0912  DESIGNATION -  KENDALLVILLE
 ON0912  PID         -  ON0912
 ON0912  STATE/COUNTY-  IA/WINNESHIEK
 ON0912  USGS QUAD   -  BLUFFTON (1981)
 ON0912
 ON0912                         *CURRENT SURVEY CONTROL
 ON0912  ___________________________________________________________________
 ON0912* NAD 83(1996)-  43 26 31.42276(N)    091 59 36.35610(W)     ADJUSTED  
 ON0912* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 ON0912  ___________________________________________________________________
 ON0912  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 ON0912  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 ON0912
 ON0912  HORZ ORDER  -  SECOND
 ON0912
 ON0912.The horizontal coordinates were established by classical geodetic methods
 ON0912.and adjusted by the National Geodetic Survey in May 1999..
 ON0912
 ON0912.The orthometric height was scaled from a topographic map.
 ON0912
 ON0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0912
 ON0912.The geoid height was determined by GEOID03.
 ON0912
 ON0912;                    North         East     Units Scale Factor Converg.
 ON0912;SPC IA N     - 1,216,815.483 1,621,960.672   MT  1.00003677   +1 01 15.8
 ON0912;SPC MN S     -   151,114.005   962,438.159   MT  1.00009138   +1 24 23.3
 ON0912;UTM  15      - 4,810,398.926   581,453.299   MT  0.99968161   +0 41 31.8
 ON0912
 ON0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0912!SPC IA N     -   0.99994985  x   1.00003677  =   0.99998661
 ON0912!SPC MN S     -   0.99994985  x   1.00009138  =   1.00004122
 ON0912!UTM  15      -   0.99994985  x   0.99968161  =   0.99963147
 ON0912
 ON0912:                Primary Azimuth Mark                     Grid Az
 ON0912:SPC IA N     -  KENDALLVILLE RM 3 AZIMUTH                012 35 08.9
 ON0912:SPC MN S     -  KENDALLVILLE RM 3 AZIMUTH                012 12 01.4
 ON0912:UTM  15      -  KENDALLVILLE RM 3 AZIMUTH                012 54 52.9
 ON0912
 ON0912|---------------------------------------------------------------------|
 ON0912| PID    Reference Object                     Distance      Geod. Az  |
 ON0912|                                                           dddmmss.s |
 ON0912| CI5807 KENDALLVILLE RM 3 AZIMUTH                          0133624.7 |
 ON0912| CI5804 KENDALLVILLE AZ MK                                 0133624.7 |
 ON0912| ON0972 CANTON MUNICIPAL TANK               APPROX.11.0 KM 0274703.1 |
 ON0912| ON0911 PLYMOUTH ROCK ST AGNES CH           APPROX. 3.0 KM 0552907.4 |
 ON0912| ON0905 ORLEANS LUTHERAN CHURCH SPIRE       APPROX. 8.4 KM 1773107.8 |
 ON0912| CI5806 KENDALLVILLE RM 2                    19.746 METERS 17805     |
 ON0912| ON0907 RIDGEWAY MUNICIPAL TANK             APPROX.16.2 KM 1792027.2 |
 ON0912| OO0897 CRESCO RAD STA KAB 264 MAST         APPROX.12.5 KM 2322724.4 |
 ON0912| OO0902 CRESCO MUNICIPAL TANK               APPROX.12.9 KM 2324005.0 |
 ON0912| OO0821 HARMONY GREENFIELD LUTH CH          APPROX.12.3 KM 3532917.0 |
 ON0912| OO0820 HARMONY WATER TANK                  APPROX.12.6 KM 3541732.8 |
 ON0912| CI5805 KENDALLVILLE RM 1                    18.578 METERS 35806     |
 ON0912|---------------------------------------------------------------------|
 ON0912
 ON0912                          SUPERSEDED SURVEY CONTROL
 ON0912
 ON0912  NAD 83(1996)-  43 26 31.42276(N)    091 59 36.35609(W) AD(       ) 2
 ON0912  NAD 83(1986)-  43 26 31.41584(N)    091 59 36.35522(W) AD(       ) 2
 ON0912  NAD 27      -  43 26 31.53360(N)    091 59 35.77370(W) AD(       ) 2
 ON0912
 ON0912.Superseded values are not recommended for survey control.
 ON0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0912.See file dsdata.txt to determine how the superseded data were derived.
 ON0912
 ON0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8145310399(NAD 83)
 ON0912_MARKER: DS = TRIANGULATION STATION DISK
 ON0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0912
 ON0912  HISTORY     - Date     Condition        Report By
 ON0912  HISTORY     - 1961     MONUMENTED       CGS
 ON0912  HISTORY     - 1974     GOOD             NGS
 ON0912
 ON0912                          STATION DESCRIPTION
 ON0912
 ON0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0912'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF CANTON,
 ON0912'MINNESOTA, 2 MILES EAST OF KENDALLVILLE, IN THE NE 1/4 OF SEC.
 ON0912'35, T-100-N, R-10-W, AND ON THE PROPERTY OF MR. ROBERT MC CABE.
 ON0912'IT IS 330 FEET SOUTH OF A T-FENCE CORNER, 1 FOOT SOUTH-EAST OF
 ON0912'A WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.  THE
 ON0912'MONUMENT IS FLUSH AND THE DISK IS STAMPED KENDALLVILLE 1961.
 ON0912'
 ON0912'TO REACH THE STATION FROM THE BRIDGE OVER THE IOWA RIVER
 ON0912'AT THE NORTH EDGE OF KENDALLVILLE, GO NORTHERLY ON STATE
 ON0912'HIGHWAY 139 FOR 2.2 MILES TO A GRAVELED CROSSROAD.  TURN RIGHT
 ON0912'AND GO EAST ON THE GRAVELED ROAD FOR 1.0 MILE TO A GRAVELED SIDE
 ON0912'ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR
 ON0912'0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON
 ON0912'THE GRAVELED ROAD FOR 1.1 MILES TO A GATE ON THE RIGHT.  TURN
 ON0912'RIGHT PASSING THROUGH THE GATE AND GO NORTHWEST ACROSS PASTURE
 ON0912'FIELD FOR 0.25 MILE TO A FENCE AND THE STATION.
 ON0912'
 ON0912'REFERENCE MARK 1 IS 269 FEET SOUTH OF THE FENCE CORNER, 60 FEET
 ON0912'NORTH OF THE WITNESS POST AND 1 FOOT EAST OF THE FENCE.  THE
 ON0912'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED KENDALLVILLE
 ON0912'NO 1 1961.
 ON0912'
 ON0912'REFERENCE MARK 2 IS 66 FEET SOUTH OF THE WITNESS POST AND 1
 ON0912'FOOT EAST OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 ON0912'IS STAMPED KENDALLVILLE NO 2 1961.
 ON0912'
 ON0912'THE AZIMUTH MARK IS 27 FEET EAST OF THE CENTERLINE OF THE ROAD,
 ON0912'2 FEET WEST OF A POWER POLE, 1 FOOT WEST OF A FENCE AND 1
 ON0912'FOOT SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES
 ON0912'AND THE DISK IS STAMPED KENDALLVILLE 1961.
 ON0912'
 ON0912'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 ON0912
 ON0912                          STATION RECOVERY (1974)
 ON0912
 ON0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 ON0912'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 ON0912'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD
 ON0912'CONSTRUCTION, THE AZIMUTH MARK WILL BE DESTROYED.  THIS DATE
 ON0912'REFERENCE MARK 3 WAS SET ON LINE AND AWAY FROM THE STATION FOR
 ON0912'THE AZIMUTH MARK.  THE 1961 DESCRIPTION IS ADEQUATE FOR RECOVERY
 ON0912'WITH THE DESCRIPTION FOR REFERENCE MARK 3 DESCRIBED BELOW.
 ON0912'
 ON0912'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KENDALLVILLE 1961
 ON0912'NO 3 1974 AZ, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 ON0912'WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 ON0912'PIPE WITH GRAVEL AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 ON0912'IS 60 FEET EAST OF THE CENTER OF A NORTH-SOUTH COUNTY ROAD AND 1
 ON0912'FOOT SOUTH OF A METAL WITNESS POST.
 ON0912'
 ON0912'TO REACH REFERENCE MARK 3 FROM THE STATION, GO EASTERLY ACROSS
 ON0912'FIELD FOR 0.25 MILE TO GATE.  PASS THROUGH THE GATE AND TURN LEFT
 ON0912'AND GO NORTH ON COUNTY ROAD FOR 1.0 MILE TO THE REFERENCE MARK ON
 ON0912'THE RIGHT.
 ON0912'
 ON0912'NOTE--THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS 1 AND 2 WERE
 ON0912'NOT VERIFIED THIS DATE.
 ON0912'
 ON0912'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ON0912'2 MILES EAST OF KENDALLVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1133 ***********************************************************************
 OO1133  DESIGNATION -  KENSETT
 OO1133  PID         -  OO1133
 OO1133  STATE/COUNTY-  IA/WORTH
 OO1133  USGS QUAD   -  MANLY (1972)
 OO1133
 OO1133                         *CURRENT SURVEY CONTROL
 OO1133  ___________________________________________________________________
 OO1133* NAD 83(1996)-  43 20 56.29799(N)    093 12 39.09127(W)     ADJUSTED  
 OO1133* NAVD 88     -       371.9    (meters)    1220.     (feet)  VERTCON   
 OO1133  ___________________________________________________________________
 OO1133  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 OO1133  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 OO1133
 OO1133  HORZ ORDER  -  FIRST
 OO1133
 OO1133.The horizontal coordinates were established by classical geodetic methods
 OO1133.and adjusted by the National Geodetic Survey in May 1999..
 OO1133
 OO1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1133
 OO1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1133
 OO1133.The geoid height was determined by GEOID03.
 OO1133
 OO1133;                    North         East     Units Scale Factor Converg.
 OO1133;SPC IA N     - 1,205,426.179 1,523,443.327   MT  1.00001608   +0 11 45.5
 OO1133;UTM  15      - 4,799,590.277   482,910.838   MT  0.99960359   -0 08 41.1
 OO1133
 OO1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1133!SPC IA N     -   0.99994618  x   1.00001608  =   0.99996225
 OO1133!UTM  15      -   0.99994618  x   0.99960359  =   0.99954979
 OO1133
 OO1133|---------------------------------------------------------------------|
 OO1133| PID    Reference Object                     Distance      Geod. Az  |
 OO1133|                                                           dddmmss.s |
 OO1133| CI5816 KENSETT RM 1                         17.523 METERS 01013     |
 OO1133| CI5815 KENSETT AZ MK                                      1761923.3 |
 OO1133| CI5817 KENSETT RM 2                         25.749 METERS 27952     |
 OO1133|---------------------------------------------------------------------|
 OO1133
 OO1133                          SUPERSEDED SURVEY CONTROL
 OO1133
 OO1133  NAD 83(1996)-  43 20 56.29799(N)    093 12 39.09127(W) AD(       ) 1
 OO1133  NAD 83(1986)-  43 20 56.29002(N)    093 12 39.08741(W) AD(       ) 1
 OO1133  NAD 27      -  43 20 56.44126(N)    093 12 38.36330(W) AD(       ) 1
 OO1133  NGVD 29 (07/19/86)  371.9    (m)         1220.     (f) VERT ANG       
 OO1133
 OO1133.Superseded values are not recommended for survey control.
 OO1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1133.See file dsdata.txt to determine how the superseded data were derived.
 OO1133
 OO1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8291199590(NAD 83)
 OO1133_MARKER: DS = TRIANGULATION STATION DISK
 OO1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1133_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1133
 OO1133  HISTORY     - Date     Condition        Report By
 OO1133  HISTORY     - 1971     MONUMENTED       NGS
 OO1133  HISTORY     - 1972     GOOD             USGS
 OO1133
 OO1133                          STATION DESCRIPTION
 OO1133
 OO1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1133'THE STATION IS LOCATED 12 MILES NORTH OF MASON CITY, AT THE
 OO1133'SOUTH EDGE OF THE KENSETT COMMUNITY, IN THE SOUTHEAST CORNER
 OO1133'OF SECTION 34, T 98 N, R 20 W, ON THE RIGHT-OF-WAY OF U.S.
 OO1133'HIGHWAY 65.
 OO1133'
 OO1133'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN KENSETT,
 OO1133'GO SOUTH ON HIGHWAY 65 FOR 0.2 MILE TO THE STATION ON THE
 OO1133'RIGHT.
 OO1133'
 OO1133'THE STATION MARKS ARE STANDARD DISKS STAMPED KENSETT 1971.  THE
 OO1133'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OO1133'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 97 FEET
 OO1133'EAST OF A LONE 6-INCH TREE, 68 FEET WEST OF THE CENTER OF HIGHWAY
 OO1133'65, 17.5 SOUTH OF A METAL WITNESS POST, AND 17.3 FEET SOUTH
 OO1133'OF A FENCE CORNER.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 OO1133'MASS OF CONCRETE 40 INCHES BELOW GROUND.
 OO1133'
 OO1133'REFERENCE MARK 1, A STANDARD DISK STAMPED KENSETT NO 1 1971, IS
 OO1133'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1133'WHICH IS FLUSH WITH THE GROUND.  IT IS 63.5 FEET WEST OF
 OO1133'THE CENTER OF HIGHWAY 65, 40.0 FEET NORTH OF THE WITNESS POST
 OO1133'AND THE FENCE CORNER, AND 2.2 FEET EAST OF THE FENCE LINE.
 OO1133'
 OO1133'REFERENCE MARK 2, A STANDARD DISK STAMPED KENSETT NO 2 1971, IS
 OO1133'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1133'WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 12.5 FEET EAST
 OO1133'OF THE LONE TREE, 1.9 FEET EAST-SOUTHEAST OF A METAL WITNESS
 OO1133'POST, AND 0.5 FOOT SOUTH OF A WIRE FENCE.
 OO1133'
 OO1133'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KENSETT 1971, SET IN
 OO1133'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 OO1133'8 INCHES ABOVE GROUND.  IT IS 98.8 FEET NORTHWEST OF THE
 OO1133'NORTHWEST CORNER OF A FRAME HOUSE, 66 FEET EAST OF THE CENTER
 OO1133'OF HIGHWAY 65, 10 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 OO1133'AND 1.3 FEET EAST-NORTH-EAST OF A METAL WITNESS POST.
 OO1133'
 OO1133'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 65
 OO1133'FOR 0.4 MILE TO A FIELD ENTRANCE AND THE MARK ON THE LEFT.
 OO1133'
 OO1133'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE OF
 OO1133'WHEAT ON LINE.
 OO1133'
 OO1133'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 OO1133
 OO1133                          STATION RECOVERY (1972)
 OO1133
 OO1133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO1133'ALL MARKS FOUND IN GOOD CONDITION.  DISTANCES CHECKED AND
 OO1133'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1132 ***********************************************************************
 OO1132  DESIGNATION -  KENSETT MUN TANK
 OO1132  PID         -  OO1132
 OO1132  STATE/COUNTY-  IA/WORTH
 OO1132  USGS QUAD   -  MANLY (1972)
 OO1132
 OO1132                         *CURRENT SURVEY CONTROL
 OO1132  ___________________________________________________________________
 OO1132* NAD 83(1996)-  43 21 08.14868(N)    093 12 36.04489(W)     ADJUSTED  
 OO1132* NAVD 88     -       404.     (meters)    1325.     (feet)  VERTCON   
 OO1132  ___________________________________________________________________
 OO1132  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 OO1132  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 OO1132
 OO1132  HORZ ORDER  -  THIRD
 OO1132
 OO1132.The horizontal coordinates were established by classical geodetic methods
 OO1132.and adjusted by the National Geodetic Survey in May 1999..
 OO1132
 OO1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1132
 OO1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1132
 OO1132.The geoid height was determined by GEOID03.
 OO1132
 OO1132;                    North         East     Units Scale Factor Converg.
 OO1132;SPC IA N     - 1,205,792.142 1,523,510.683   MT  1.00001676   +0 11 47.5
 OO1132;UTM  15      - 4,799,955.682   482,980.340   MT  0.99960356   -0 08 39.0
 OO1132
 OO1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1132!SPC IA N     -   0.99994114  x   1.00001676  =   0.99995790
 OO1132!UTM  15      -   0.99994114  x   0.99960356  =   0.99954473
 OO1132
 OO1132                          SUPERSEDED SURVEY CONTROL
 OO1132
 OO1132  NAD 83(1996)-  43 21 08.14868(N)    093 12 36.04489(W) AD(       ) 4
 OO1132  NAD 83(1986)-  43 21 08.14084(N)    093 12 36.04103(W) AD(       ) 4
 OO1132  NAD 27      -  43 21 08.29179(N)    093 12 35.31682(W) AD(       ) 3
 OO1132  NGVD 29 (07/19/86)  404.     (m)         1325.     (f) VERT ANG       
 OO1132
 OO1132.Superseded values are not recommended for survey control.
 OO1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1132.See file dsdata.txt to determine how the superseded data were derived.
 OO1132
 OO1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8298099956(NAD 83)
 OO1132_MARKER: 53 = ELEVATED TANK
 OO1132
 OO1132  HISTORY     - Date     Condition        Report By
 OO1132  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1132
 OO1132                          STATION DESCRIPTION
 OO1132
 OO1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1132'THE KENSETT MUNICIPAL TANK IS LOCATED ON THE SOUTH EDGE OF THE
 OO1132'VILLAGE OF KENSETT.
 OO1132'
 OO1132'THE TANK HAS A RED CONICAL ROOF, SILVER HEMISPHERICAL BOTTOM,
 OO1132'SUPPORTED BY FOUR BRIDGED STEEL LEGS AND A APPROXIMATE HEIGHT
 OO1132'OF 120 FEET.  IT HAS THE LEGEND, KENSETT, PAINTED IN BLACK
 OO1132'ON THE NORTH AND SOUTH SIDES OF THE TANK.
 OO1132'
 OO1132'THE POINT INTERSECTED WAS THE TOP OF CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0493 ***********************************************************************
 MH0493  DESIGNATION -  KENT
 MH0493  PID         -  MH0493
 MH0493  STATE/COUNTY-  IA/POWESHIEK
 MH0493  USGS QUAD   -  BELLE PLAINE SW (1968)
 MH0493
 MH0493                         *CURRENT SURVEY CONTROL
 MH0493  ___________________________________________________________________
 MH0493* NAD 83(1996)-  41 48 20.04347(N)    092 26 56.39414(W)     ADJUSTED  
 MH0493* NAVD 88     -       297.0    (meters)     974.     (feet)  VERTCON   
 MH0493  ___________________________________________________________________
 MH0493  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 MH0493  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 MH0493
 MH0493  HORZ ORDER  -  FIRST
 MH0493
 MH0493.The horizontal coordinates were established by classical geodetic methods
 MH0493.and adjusted by the National Geodetic Survey in May 1999..
 MH0493
 MH0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0493
 MH0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0493
 MH0493.The geoid height was determined by GEOID03.
 MH0493
 MH0493;                    North         East     Units Scale Factor Converg.
 MH0493;SPC IA S     -   201,040.207   587,339.083   MT  1.00000402   +0 41 32.3
 MH0493;SPC IA N     - 1,034,484.745 1,587,343.640   MT  1.00005763   +0 42 44.3
 MH0493;UTM  15      - 4,628,335.702   545,771.374   MT  0.99962578   +0 22 02.3
 MH0493
 MH0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0493!SPC IA S     -   0.99995842  x   1.00000402  =   0.99996244
 MH0493!SPC IA N     -   0.99995842  x   1.00005763  =   1.00001604
 MH0493!UTM  15      -   0.99995842  x   0.99962578  =   0.99958421
 MH0493
 MH0493|---------------------------------------------------------------------|
 MH0493| PID    Reference Object                     Distance      Geod. Az  |
 MH0493|                                                           dddmmss.s |
 MH0493| CL9647 KENT RM 1 AZIMUTH                    21.636 METERS 08102     |
 MH0493| MH0486 AIR BCN 3 MI NE OF CANFORTH         APPROX.13.4 KM 1121943.3 |
 MH0493| CL9648 KENT RM 2                            29.636 METERS 15601     |
 MH0493| MH0477 BROOKLYN MUNICIPAL TANK             APPROX. 8.0 KM 1764618.0 |
 MH0493| MH0579 AIR BEACON 4 MI W OF BROOKLYN       APPROX. 9.3 KM 2120231.5 |
 MH0493| MH0580 MALCOLM MUNICIPAL TANK              APPROX.14.1 KM 2192358.3 |
 MH0493| MH0581 MALCOM USE REPEATER MAST 740        APPROX.12.8 KM 2301918.5 |
 MH0493| CL9649 KENT RM 3                            34.811 METERS 25851     |
 MH0493| MH0494 KENT 2                               23.788 METERS 31328     |
 MH0493|---------------------------------------------------------------------|
 MH0493
 MH0493                          SUPERSEDED SURVEY CONTROL
 MH0493
 MH0493  NAD 83(1986)-  41 48 20.05070(N)    092 26 56.39962(W) AD(       ) 1
 MH0493  NAD 27      -  41 48 20.06600(N)    092 26 55.72500(W) AD(       ) 1
 MH0493  NGVD 29 (07/19/86)  297.0    (m)          974.     (f) VERT ANG       
 MH0493
 MH0493.Superseded values are not recommended for survey control.
 MH0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0493.See file dsdata.txt to determine how the superseded data were derived.
 MH0493
 MH0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4577128336(NAD 83)
 MH0493_MARKER: DS = TRIANGULATION STATION DISK
 MH0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0493
 MH0493  HISTORY     - Date     Condition        Report By
 MH0493  HISTORY     - 1930     MONUMENTED       CGS
 MH0493  HISTORY     - 1969     GOOD             CGS
 MH0493  HISTORY     - 1976     GOOD             NGS
 MH0493
 MH0493                          STATION DESCRIPTION
 MH0493
 MH0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0493'STATION IS ABOUT 5 MILES N OF BROOKLYN, 1/4 MILE W OF THE KENT
 MH0493'CHURCH IN THE SW 1/4 OF SEC. 23, T 80 N, R 14 W, ON LAND OWNED
 MH0493'BY MR. T.F. BUCHENER WHO LIVES 1 MILE W.  HIS SON LIVES ABOUT
 MH0493'200 PACES W OF THE STATION.  THE STATION IS IN A PASTURE ON
 MH0493'N SIDE OF PUBLIC ROAD ABOUT 200 YARDS W OF T-ROAD AND JUST W
 MH0493'OF SEVERAL YOUNG MAPLE TREES.  THE MARK IS 10 FEET N OF ROAD
 MH0493'FENCE AND IS 1 FOOT BELOW THE SURFACE.
 MH0493'
 MH0493'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MH0493'DISKS SET IN CONCRETE.
 MH0493'
 MH0493'REFERENCE MARK NO. 1 IS LOCATED AT SW CORNER OF FENCE AROUND
 MH0493'KENT CHURCH GRAVEYARD.  REFERENCE MARK NO. 2 IS ON ROAD FENCE
 MH0493'LINE ON S SIDE OF ROAD 1/4 MILE W OF KENT CHURCH AND ABOUT
 MH0493'180 YARDS W OF ROAD INTERSECTION.
 MH0493'
 MH0493'STATION IS BEST REACHED FROM BROOKLYN.  INQUIRE FOR ROAD TO
 MH0493'KENT CHURCH.
 MH0493'
 MH0493'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MH0493
 MH0493                          STATION RECOVERY (1969)
 MH0493
 MH0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0493'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 MH0493'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 1 (AZIMUTH MARK)
 MH0493'IS NOT VISIBLE FROM THE STATION DUE TO THE GROWTH OF TREES.  THE
 MH0493'DISTANCE TO REFERENCE MARK 2 COMPARED FAVORABLY WITH THE OLD
 MH0493'DATA.  A NEW REFERENCE MARK WAS ESTABLISHED AT THIS TIME.  A
 MH0493'COMPLETE NEW DESCRIPTION FOLLOWS.
 MH0493'
 MH0493'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHEAST OF MALCOM,
 MH0493'8-1/2 MILES SOUTH OF CHELSEA, 5 MILES NORTH OF BROOKLYN, IN THE
 MH0493'SOUTHWEST 1/4 SECTION OF SECTION 23, T80N, R14W AND ON THE
 MH0493'PROPERTY OWNED BY MR. O. V. OSBORNE.
 MH0493'
 MH0493'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 MH0493'KENT 2 1969.
 MH0493'
 MH0493'THE STATION MARK IS A STANDARD DISK STAMPED KENT 1930, SET IN
 MH0493'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 14 INCHES
 MH0493'BELOW THE GROUND SURFACE.  IT IS 61 FEET EAST OF THE EAST GATE
 MH0493'POST, 54 FEET WEST OF A POWER POLE AND 23 FEET NORTH OF A METAL
 MH0493'WITNESS POST WITH SIGN ATTACHED.
 MH0493'
 MH0493'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KENT NO 2 1930, SET
 MH0493'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 MH0493'WITH THE GROUND SURFACE.  IT IS 93 FEET SOUTH OF A POWER POLE,
 MH0493'79 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED,
 MH0493'35 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT NORTH
 MH0493'OF AN EAST-WEST FENCE.
 MH0493'
 MH0493'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KENT NO 3 1969, SET
 MH0493'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0493'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 56 FEET
 MH0493'WEST OF THE EAST GATE POST, 35 FEET NORTH OF THE CENTER OF A
 MH0493'GRAVELED ROAD AND 1.5 FEET NORTH OF AN EAST-WEST FENCE.
 MH0493'
 MH0493'NOTE--THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 MH0493'
 MH0493'RM 2 TO RM 3 IS OBSTRUCTED.
 MH0493'
 MH0493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MH0493'5 MILES NORTH OF BROOKLYN.
 MH0493
 MH0493                          STATION RECOVERY (1976)
 MH0493
 MH0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WFP)
 MH0493'THE STATION MARK, REFERENCE MARK 1 (AZIMUTH MARK), REFERENCE MARK 3,
 MH0493'AND KENT 2 WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 MH0493'NOT RECOVERED AT THIS TIME.  THE 1969 RECOVERY NOTE IS ADEQUATE FOR
 MH0493'STATION RECOVERY.
 MH0493'
 MH0493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH OF
 MH0493'BROOKLYN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1240 ***********************************************************************
 LF1240  DESIGNATION -  KENT
 LF1240  PID         -  LF1240
 LF1240  STATE/COUNTY-  IA/UNION
 LF1240  USGS QUAD   -  SHANNON CITY (1981)
 LF1240
 LF1240                         *CURRENT SURVEY CONTROL
 LF1240  ___________________________________________________________________
 LF1240* NAD 83(1996)-  40 55 40.72897(N)    094 22 29.46461(W)     ADJUSTED  
 LF1240* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 LF1240  ___________________________________________________________________
 LF1240  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 LF1240  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 LF1240
 LF1240  HORZ ORDER  -  FIRST
 LF1240
 LF1240.The horizontal coordinates were established by classical geodetic methods
 LF1240.and adjusted by the National Geodetic Survey in May 1999..
 LF1240
 LF1240.The orthometric height was scaled from a topographic map.
 LF1240
 LF1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1240
 LF1240.The geoid height was determined by GEOID03.
 LF1240
 LF1240;                    North         East     Units Scale Factor Converg.
 LF1240;SPC IA S     -   103,421.024   426,318.379   MT  0.99995965   -0 34 34.6
 LF1240;UTM  15      - 4,531,672.152   384,245.537   MT  0.99976492   -0 54 02.8
 LF1240
 LF1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1240!SPC IA S     -   0.99994632  x   0.99995965  =   0.99990597
 LF1240!UTM  15      -   0.99994632  x   0.99976492  =   0.99971125
 LF1240
 LF1240:                Primary Azimuth Mark                     Grid Az
 LF1240:SPC IA S     -  CRESTON FARMERS COOP ELEVATOR            003 44 42.8
 LF1240:UTM  15      -  CRESTON FARMERS COOP ELEVATOR            004 04 11.0
 LF1240
 LF1240|---------------------------------------------------------------------|
 LF1240| PID    Reference Object                     Distance      Geod. Az  |
 LF1240|                                                           dddmmss.s |
 LF1240| MJ1090 CRESTON FARMERS COOP ELEVATOR       APPROX.14.3 KM 0031008.2 |
 LF1240| MJ1083 REA RAD STA KAF 289 MAST            APPROX.22.3 KM 0031110.4 |
 LF1240| MJ1088 CRESTON MUNICIPAL TANK              APPROX.14.5 KM 0050810.7 |
 LF1240| CL7233 KENT AZ MK                                         0892257.8 |
 LF1240| CL7234 KENT RM 1                            28.950 METERS 09117     |
 LF1240| LF1297 MORRIS                              APPROX.16.1 KM 2694230.6 |
 LF1240| CL7235 KENT RM 2                            27.439 METERS 31240     |
 LF1240| MJ1093 CRESTON RADIO STA KSIB MAST         APPROX.12.3 KM 3522739.3 |
 LF1240|---------------------------------------------------------------------|
 LF1240
 LF1240                          SUPERSEDED SURVEY CONTROL
 LF1240
 LF1240  NAD 83(1986)-  40 55 40.72653(N)    094 22 29.49181(W) AD(       ) 1
 LF1240  NAD 27      -  40 55 40.76570(N)    094 22 28.64610(W) AD(       ) 1
 LF1240
 LF1240.Superseded values are not recommended for survey control.
 LF1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1240.See file dsdata.txt to determine how the superseded data were derived.
 LF1240
 LF1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF8424631672(NAD 83)
 LF1240_MARKER: DS = TRIANGULATION STATION DISK
 LF1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1240
 LF1240  HISTORY     - Date     Condition        Report By
 LF1240  HISTORY     - 1958     MONUMENTED       CGS
 LF1240  HISTORY     - 1968     MARK NOT FOUND   CGS
 LF1240
 LF1240                          STATION DESCRIPTION
 LF1240
 LF1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LF1240'THE STATION IS ABOUT 9 MILES SOUTH OF CRESTON, ON THE SOUTH SIDE
 LF1240'OF AN EAST-WEST GRAVELED ROAD.  IT IS 60 FEET NORTH OF THE
 LF1240'NORTHEAST CORNER OF A BARN, 34 FEET SOUTH OF THE CENTERLINE OF
 LF1240'A GRAVELED ROAD, 14 FEET EAST OF AN EAST GATE POST, 4 FEET WEST
 LF1240'OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.
 LF1240'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED KENT
 LF1240'1958.
 LF1240'
 LF1240'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LF1240'STATE HIGHWAY 25 AT THE SOUTHWEST POINT OF A ROADSIDE PARK IN THE
 LF1240'SOUTHWEST EDGE OF CRESTON, GO SOUTHWEST ON U.S. HIGHWAY 34 AND
 LF1240'STATE HIGHWAY 25, SAME HIGHWAY, FOR 0.15 MILE TO A PAVED SIDE
 LF1240'ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR 2.7
 LF1240'MILES TO A GRAVELED CROSSROAD.  CONTINUE SOUTH ON THE PAVED ROAD
 LF1240'FOR 0.5 MILE TO THE END OF THE PAVEMENT.  CONTINUE STRAIGHT
 LF1240'AHEAD ON A GRAVELED ROAD FOR 1.55 MILES TO A CONCRETE BRIDGE.
 LF1240'CONTINUE AHEAD ON THE GRAVELED ROAD FOR 2.4 MILES TO ANOTHER
 LF1240'CONCRETE BRIDGE.  CONTINUE AHEAD ON THE GRAVELED ROAD FOR
 LF1240'0.85 MILE TO A GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON A
 LF1240'GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT,
 LF1240'JUST EAST OF A DRIVEWAY LEADING INTO A BARNYARD.
 LF1240'
 LF1240'REFERENCE MARK 1 IS 48 FEET EAST OF A T-FENCE CORNER, 34 FEET
 LF1240'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT NORTH
 LF1240'OF THE WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LF1240'KENT NO 1 1958.
 LF1240'
 LF1240'REFERENCE MARK 2 IS 82 FEET NORTH OF THE NORTHEAST CORNER OF
 LF1240'THE BARN, 27 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD
 LF1240'AND 1 FOOT SOUTHWEST OF A WEST GATE POST.  THE MONUMENT IS FLUSH
 LF1240'AND THE DISK IS STAMPED KENT NO 2 1958.
 LF1240'
 LF1240'THE AZIMUTH MARK IS 34 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 LF1240'ROAD, 2 FEET WEST OF A WHITE WITNESS POST, 1 FOOT SOUTHEAST OF A
 LF1240'T-FENCE CORNER AND 6 INCHES SOUTH OF A WIRE FENCE.  THE MONUMENT
 LF1240'IS FLUSH AND THE DISK IS STAMPED KENT 1958.
 LF1240'
 LF1240'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 LF1240'GRAVELED ROAD FOR 0.55 MILE TO THE MARK ON THE LEFT.
 LF1240'
 LF1240'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LF1240
 LF1240                          STATION RECOVERY (1968)
 LF1240
 LF1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LF1240'STATION SURFACE MARK FOUND DESTROYED.  UNDERGROUND MARK,
 LF1240'REFERENCE MARKS NO. 1 AND 2 AND AZIMUTH MARK WERE FOUND IN
 LF1240'GOOD CONDITION, BUT THE LINE BETWEEN THE STATION AND AZIMUTH
 LF1240'MARK IS BLOCKED BY SMALL TREES.  STATION MARK WAS RESET IN ITS
 LF1240'ORIGINAL POSITION.  THE LAND IS NOW OWNED BY MR. WAYNE HARSTOOK.
 LF1240'
 LF1240'THE 1958 DESCRIPTION IS ADEQUATELY DESCRIBED.  ADDITIONAL
 LF1240'MEASUREMENTS WERE TAKEN AND ARE AS FOLLOWS-
 LF1240'
 LF1240'STATION MARK, STAMPED KENT 1958 1968 IS 34 FEET SOUTH OF THE
 LF1240'CENTERLINE OF ROAD, 22 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER
 LF1240'OF A HOG BARN, 19 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF
 LF1240'HOG BARN AND 5 FEET NORTH OF THE NORTH SIDE OF HOG BARN.  THE
 LF1240'MARK PROJECTS 4 INCHES.
 LF1240'
 LF1240'REFERENCE MARK NO. 1 IS 67 FEET EAST OF THE NORTHEAST CORNER OF
 LF1240'HOG BARN, 34 FEET SOUTH OF THE CENTERLINE OF ROAD AND 1 FOOT
 LF1240'NORTH OF A WIRE FENCE.  THE MARK IS FLUSH WITH THE GROUND.
 LF1240'
 LF1240'REFERENCE MARK NO. 2, IS 27-1/2 FEET NORTH OF THE CENTERLINE
 LF1240'OF ROAD AND 1 FOOT SOUTHWEST OF GATE POST.  THE MARK IS FLUSH
 LF1240'WITH THE GROUND.
 LF1240'
 LF1240'AZIMUTH MARK IS 34 FEET NORTH OF THE CENTERLINE OF ROAD, 2
 LF1240'FEET WEST OF A WOOD WITNESS POST, 1 FOOT SOUTH OF A METAL WITNESS
 LF1240'POST AND FENCE LINE.  THE MARK PROJECTS 3 INCHES.
 LF1240'
 LF1240'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 9 MILES SOUTH
 LF1240'OF CRESTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0494 ***********************************************************************
 MH0494  DESIGNATION -  KENT 2
 MH0494  PID         -  MH0494
 MH0494  STATE/COUNTY-  IA/POWESHIEK
 MH0494  USGS QUAD   -  BELLE PLAINE SW (1968)
 MH0494
 MH0494                         *CURRENT SURVEY CONTROL
 MH0494  ___________________________________________________________________
 MH0494* NAD 83(1996)-  41 48 20.57394(N)    092 26 57.14198(W)     ADJUSTED  
 MH0494* NAVD 88     -       297.1    (meters)     975.     (feet)  VERTCON   
 MH0494  ___________________________________________________________________
 MH0494  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 MH0494  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 MH0494
 MH0494  HORZ ORDER  -  FIRST
 MH0494
 MH0494.The horizontal coordinates were established by classical geodetic methods
 MH0494.and adjusted by the National Geodetic Survey in May 1999..
 MH0494
 MH0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0494
 MH0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0494
 MH0494.The geoid height was determined by GEOID03.
 MH0494
 MH0494;                    North         East     Units Scale Factor Converg.
 MH0494;SPC IA S     -   201,056.364   587,321.623   MT  1.00000405   +0 41 31.8
 MH0494;SPC IA N     - 1,034,500.897 1,587,326.174   MT  1.00005759   +0 42 43.8
 MH0494;UTM  15      - 4,628,351.951   545,754.012   MT  0.99962576   +0 22 01.8
 MH0494
 MH0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0494!SPC IA S     -   0.99995840  x   1.00000405  =   0.99996245
 MH0494!SPC IA N     -   0.99995840  x   1.00005759  =   1.00001599
 MH0494!UTM  15      -   0.99995840  x   0.99962576  =   0.99958418
 MH0494
 MH0494:                Primary Azimuth Mark                     Grid Az
 MH0494:SPC IA S     -  KENT RM 1 AZIMUTH                        083 08 59.3
 MH0494:SPC IA N     -  KENT RM 1 AZIMUTH                        083 07 47.3
 MH0494:UTM  15      -  KENT RM 1 AZIMUTH                        083 28 29.3
 MH0494
 MH0494|---------------------------------------------------------------------|
 MH0494| PID    Reference Object                     Distance      Geod. Az  |
 MH0494|                                                           dddmmss.s |
 MH0494| CL9647 KENT RM 1 AZIMUTH                                  0835031.1 |
 MH0494| MH0493 KENT                                 23.788 METERS 13328     |
 MH0494| MH0479 BROOKLYN NEW MUN TANK               APPROX. 8.2 KM 1804812.1 |
 MH0494| CL9649 KENT RM 3                            28.620 METERS 21609     |
 MH0494| MH0581 MALCOM USE REPEATER MAST 740        APPROX.12.8 KM 2301256.8 |
 MH0494| MH0495 KENT RM A                            29.332 METERS 35348     |
 MH0494|---------------------------------------------------------------------|
 MH0494
 MH0494                          SUPERSEDED SURVEY CONTROL
 MH0494
 MH0494  NAD 83(1986)-  41 48 20.58123(N)    092 26 57.14754(W) AD(       ) 1
 MH0494  NAD 27      -  41 48 20.59645(N)    092 26 56.47278(W) AD(       ) 1
 MH0494  NGVD 29 (07/19/86)  297.1    (m)          975.     (f) VERT ANG       
 MH0494
 MH0494.Superseded values are not recommended for survey control.
 MH0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0494.See file dsdata.txt to determine how the superseded data were derived.
 MH0494
 MH0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4575428352(NAD 83)
 MH0494_MARKER: DS = TRIANGULATION STATION DISK
 MH0494_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MH0494_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 MH0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0494+SATELLITE: SATELLITE OBSERVATIONS - 1986
 MH0494
 MH0494  HISTORY     - Date     Condition        Report By
 MH0494  HISTORY     - 1969     MONUMENTED       CGS
 MH0494  HISTORY     - 1976     GOOD             NGS
 MH0494  HISTORY     - 1986     GOOD
 MH0494
 MH0494                          STATION DESCRIPTION
 MH0494
 MH0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0494'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHEAST OF MALCOM,
 MH0494'8-1/2 MILES SOUTH OF CHELSEA, 5 MILES NORTH OF BROOKLYN, IN THE
 MH0494'SOUTHWEST 1/4 SECTION OF SECTION 23, T80N, R14W AND ON THE
 MH0494'PROPERTY OF MR. O. V. OSBORNE.
 MH0494'
 MH0494'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 MH0494'STATE HIGHWAY 398 AT THE NORTH EDGE OF BROOKLYN, GO EAST ON U.S.
 MH0494'HIGHWAY 6 FOR 0.4 MILE TO THE JUNCTION OF POWESHIEK COUNTY ROAD
 MH0494'K ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE COUNTY ROAD FOR
 MH0494'4.3 MILES TO A GRAVELED SIDE ROAD LEFT.  (TO REACH THE AZIMUTH
 MH0494'MARK FROM THIS POINT CONTINUE AHEAD ON THE COUNTY ROAD FOR 0.15
 MH0494'MILE TO THE KENT CHURCH AND THE MARK IN THE SOUTHEAST CORNER OF
 MH0494'THE CEMETERY.) TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR
 MH0494'0.2 MILE TO A PIPE GATE ON THE RIGHT.  TURN RIGHT PASSING
 MH0494'THROUGH THE GATE AND GO NORTH FOR ABOUT 80 FEET TO THE MARK AS
 MH0494'DESCRIBED.
 MH0494'
 MH0494'THE STATION MARK IS A STANDARD DISK STAMPED KENT 2 1969, SET
 MH0494'IN AN IRREGULAR MASS OF CONCRETE THAT IS 16 INCHES BELOW THE
 MH0494'GROUND SURFACE.  IT IS 103 FEET NORTHEAST OF A POWER POLE AND 78
 MH0494'FEET NORTH OF THE EAST GATE POST.
 MH0494'
 MH0494'THE MARK IS A STANDARD STATION MARK DISK STAMPED KENT 1930, SET
 MH0494'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 14 INCHES
 MH0494'BELOW THE GROUND SURFACE.  IT IS 61 FEET EAST OF THE EAST GATE
 MH0494'POST, 54 FEET WEST OF A POWER POLE AND 23 FEET NORTH OF A METAL
 MH0494'WITNESS POST WITH SIGN ATTACHED SET IN A EAST-WEST FENCE.
 MH0494'
 MH0494'REFERENCE MARK 1 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 MH0494'KENT NO 1 1930, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 MH0494'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 37 FEET SOUTH OF
 MH0494'THE SOUTHEAST CORNER OF THE CEMETERY AND 2 FEET NORTH OF A METAL
 MH0494'WITNESS POST WITH SIGN ATTACHED.
 MH0494'
 MH0494'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KENT 2 NO 3 1969,
 MH0494'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0494'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 56 FEET
 MH0494'WEST OF THE EAST GATE POST, 35 FEET NORTH OF THE CENTER OF THE
 MH0494'ROAD AND 1.5 FEET NORTH OF AN EAST-WEST FENCE.
 MH0494'
 MH0494'NOTE--THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 MH0494
 MH0494                          STATION RECOVERY (1976)
 MH0494
 MH0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WFP)
 MH0494'THE STATION MARK, REFERENCE MARKS AND KENT 1930 WERE RECOVERED IN
 MH0494'GOOD CONDITION.  DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 MH0494'CHECKED THE 1969 DATA.  A DIFFERENCE IN DIRECTION BETWEEN THE
 MH0494'INITIAL AND REFERENCE MARK 1 (AZIMUTH MARK), OF 10.2 SECONDS WAS
 MH0494'NOTED.  THE STATION MARK WAS USED AS THE ANTENNA SITE FOR
 MH0494'GEOCEIVER STATION 51175.
 MH0494'
 MH0494'A NEW DESCRIPTION FOLLOWS.
 MH0494'
 MH0494'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF MALCOM, ABOUT 8
 MH0494'MILES SOUTH OF CHELSA, 5 MILES NORTH OF BROOKLYN, AND ON PROPERTY
 MH0494'OWNED BY MR. RICHARD OSBORNE WHO LIVES AT THE STATION SITE.
 MH0494'
 MH0494'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MH0494'HIGHWAY 398 AT THE NORTH EDGE OF BROOKLYN, GO EAST ON U.S. HIGHWAY
 MH0494'6 FOR 0.3 MILE TO THE JUNCTION OF COUNTY ROAD V 18 ON THE LEFT.
 MH0494'TURN LEFT AND GO NORTH ON THE COUNTY ROAD FOR 4.1 MILES TO A
 MH0494'GRAVELED ROAD ON THE LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS
 MH0494'POINT, CONTINUE AHEAD ON THE COUNTY ROAD FOR 0.15 MILE TO THE
 MH0494'KENT CHURCH AND THE MARK IN THE SOUTHWEST CORNER OF THE
 MH0494'CEMETARY.) TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR
 MH0494'0.2 MILE TO A PIPE GATE ON THE RIGHT.  TURN RIGHT PASSING
 MH0494'THROUGH THE GATE AND GO NORTH FOR ABOUT 80 FEET TO THE
 MH0494'STATION.
 MH0494'
 MH0494'THE STATION MARK IS A STANDARD DISK STAMPED KENT 2 1969, SET IN
 MH0494'THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 18 INCHES BELOW
 MH0494'THE GROUND SURFACE.  IT IS 103 FEET NORTHEAST OF A POWER POLE, 103
 MH0494'FEET NORTHWEST OF A POWER POLE AND 78 FEET NORTH OF THE EAST GATE
 MH0494'POST.
 MH0494'
 MH0494'KENT 1930 IS A STANDARD DISK STAMPED KENT 1930, SET IN THE TOP OF
 MH0494'A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 14 INCHES BELOW
 MH0494'GROUND SURFACE.  IT IS 61 FEET EAST OF THE EAST GATE POST, 54
 MH0494'FEET WEST OF A POWER POLE AND 23 FEET NORTH OF A METAL WITNESS
 MH0494'POST SET IN A EAST-WEST FENCE.
 MH0494'
 MH0494'REFERENCE MARK 1 (AZIMUTH MARK) IS A STANDARD DISK STAMPED KENT
 MH0494'NO 1 1930, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MH0494'IS FLUSH WITH THE GROUND SURFACE.
 MH0494'
 MH0494'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KENT NO 3 1969, SET
 MH0494'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0494'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 56 FEET WEST
 MH0494'OF THE EAST GATE POST, 35 FEET NORTH OF THE CENTER OF THE ROAD AND
 MH0494'1.5 FEET NORTH OF AN EAST-WEST FENCE LINE.
 MH0494'
 MH0494'RM A IS A STANDARD DISK STAMPED KENT RM A 1969, SET IN THE TOP OF
 MH0494'A 12-INCH ROUND CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE
 MH0494'GROUND SURFACE.  IT IS 170.5 FEET NORTHWEST OF A POWER POLE, 166.5
 MH0494'FEET NORTHEAST OF A POWER POLE AND 146.5 FEET SOUTHEAST OF A
 MH0494'30-INCH ELM TREE.
 MH0494'
 MH0494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH
 MH0494'OF BROOKLYN.
 MH0494
 MH0494                          STATION RECOVERY (1986)
 MH0494
 MH0494'RECOVERED 1986
 MH0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0495 ***********************************************************************
 MH0495  DESIGNATION -  KENT RM A
 MH0495  PID         -  MH0495
 MH0495  STATE/COUNTY-  IA/POWESHIEK
 MH0495  USGS QUAD   -  BELLE PLAINE SW (1968)
 MH0495
 MH0495                         *CURRENT SURVEY CONTROL
 MH0495  ___________________________________________________________________
 MH0495* NAD 83(1996)-  41 48 21.51909(N)    092 26 57.27931(W)     ADJUSTED  
 MH0495* NAVD 88     -       297.1    (meters)     975.     (feet)  VERTCON   
 MH0495  ___________________________________________________________________
 MH0495  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 MH0495  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 MH0495
 MH0495  HORZ ORDER  -  FIRST
 MH0495
 MH0495.The horizontal coordinates were established by classical geodetic methods
 MH0495.and adjusted by the National Geodetic Survey in May 1999..
 MH0495
 MH0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0495
 MH0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0495
 MH0495.The geoid height was determined by GEOID03.
 MH0495
 MH0495;                    North         East     Units Scale Factor Converg.
 MH0495;SPC IA S     -   201,085.484   587,318.101   MT  1.00000410   +0 41 31.7
 MH0495;SPC IA N     - 1,034,530.017 1,587,322.641   MT  1.00005752   +0 42 43.7
 MH0495;UTM  15      - 4,628,381.080   545,750.657   MT  0.99962576   +0 22 01.7
 MH0495
 MH0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0495!SPC IA S     -   0.99995840  x   1.00000410  =   0.99996250
 MH0495!SPC IA N     -   0.99995840  x   1.00005752  =   1.00001592
 MH0495!UTM  15      -   0.99995840  x   0.99962576  =   0.99958418
 MH0495
 MH0495|---------------------------------------------------------------------|
 MH0495| PID    Reference Object                     Distance      Geod. Az  |
 MH0495|                                                           dddmmss.s |
 MH0495| MH0494 KENT 2                               29.332 METERS 17348     |
 MH0495| MH0479 BROOKLYN NEW MUN TANK               APPROX. 8.3 KM 1804642.8 |
 MH0495| MH0581 MALCOM USE REPEATER MAST 740        APPROX.12.8 KM 2300622.8 |
 MH0495|---------------------------------------------------------------------|
 MH0495
 MH0495                          SUPERSEDED SURVEY CONTROL
 MH0495
 MH0495  NAD 83(1986)-  41 48 21.52638(N)    092 26 57.28487(W) AD(       ) 1
 MH0495  NAD 27      -  41 48 21.54159(N)    092 26 56.61006(W) AD(       ) 1
 MH0495  NGVD 29 (07/19/86)  297.1    (m)          975.     (f) VERT ANG       
 MH0495
 MH0495.Superseded values are not recommended for survey control.
 MH0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0495.See file dsdata.txt to determine how the superseded data were derived.
 MH0495
 MH0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4575128381(NAD 83)
 MH0495_MARKER: DS = TRIANGULATION STATION DISK
 MH0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0495+STABILITY: SURFACE MOTION
 MH0495
 MH0495  HISTORY     - Date     Condition        Report By
 MH0495  HISTORY     - 1969     MONUMENTED       CGS
 MH0495
 MH0495                          STATION DESCRIPTION
 MH0495
 MH0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0495'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHEAST OF MALCOM,
 MH0495'8-1/2 MILES SOUTH OF CHELSEA, 5 MILES NORTH OF BROOKLYN, IN THE
 MH0495'SOUTHWEST 1/4 OF SECTION 23, T 80 N, R 14 W AND ON PROPERTY
 MH0495'OWNED BY MR. O. V. OSBORNE.
 MH0495'
 MH0495'THE STATION MARK IS A STANDARD DISK, STAMPED KENT RM A 1969,
 MH0495'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 MH0495'18-INCHES BELOW THE GROUND SURFACE.  IT IS 170.7 FEET NORTHWEST
 MH0495'OF A POWER LINE POLE, 166.5 FEET NORTHEAST OF A POWER LINE POLE
 MH0495'AND 146.5 FEET SOUTHEAST OF A 30-INCH ELM TREE.
 MH0495'
 MH0495'TO REACH THE STATION SEE THE DESCRIPTION FOR TRIANGULATION
 MH0495'STATION KENT 2 1969 THEREOF.
 MH0495'
 MH0495'THE TRAVERSE DISTANCE NOTED ABOVE WAS CORRECTED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0843 ***********************************************************************
 LD0843  DESIGNATION -  KEOKUK POST OFFICE CLOCK TOWER
 LD0843  PID         -  LD0843
 LD0843  STATE/COUNTY-  IA/LEE
 LD0843  USGS QUAD   -  KEOKUK (1975)
 LD0843
 LD0843                         *CURRENT SURVEY CONTROL
 LD0843  ___________________________________________________________________
 LD0843* NAD 83(1996)-  40 24 04.87145(N)    091 23 00.39473(W)     ADJUSTED  
 LD0843* NAVD 88     -                                                        
 LD0843  ___________________________________________________________________
 LD0843  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 LD0843  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LD0843
 LD0843  HORZ ORDER  -  THIRD
 LD0843
 LD0843.The horizontal coordinates were established by classical geodetic methods
 LD0843.and adjusted by the National Geodetic Survey in May 1999..
 LD0843
 LD0843
 LD0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0843
 LD0843.The geoid height was determined by GEOID03.
 LD0843
 LD0843;                    North         East     Units Scale Factor Converg.
 LD0843;SPC IA S     -    46,756.218   679,668.689   MT  1.00004497   +1 23 39.0
 LD0843;SPC IL W     -   415,261.743   596,710.483   MT  1.00007246   -0 47 19.4
 LD0843;SPC IL W     - 1,362,404.57  1,957,707.64   sFT  1.00007246   -0 47 19.4
 LD0843;SPC MO E     -   507,385.859   175,007.451   MT  1.00000254   -0 34 21.4
 LD0843;UTM  15      - 4,473,559.516   637,180.495   MT  0.99983165   +1 02 52.5
 LD0843
 LD0843                          SUPERSEDED SURVEY CONTROL
 LD0843
 LD0843  NAD 83(1986)-  40 24 04.88164(N)    091 23 00.39630(W) AD(       ) 4
 LD0843  NAD 27      -  40 24 04.72000(N)    091 22 59.85000(W) AD(       ) 3
 LD0843
 LD0843.Superseded values are not recommended for survey control.
 LD0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0843.See file dsdata.txt to determine how the superseded data were derived.
 LD0843
 LD0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE3718073560(NAD 83)
 LD0843_MARKER: 55 = TOWER
 LD0843
 LD0843  HISTORY     - Date     Condition        Report By
 LD0843  HISTORY     - 1931     FIRST OBSERVED   CGS
 LD0843
 LD0843                          STATION DESCRIPTION
 LD0843
 LD0843'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0842 ***********************************************************************
 LD0842  DESIGNATION -  KEOKUK ST PETERS CATH CHURCH
 LD0842  PID         -  LD0842
 LD0842  STATE/COUNTY-  IA/LEE
 LD0842  USGS QUAD   -  KEOKUK (1975)
 LD0842
 LD0842                         *CURRENT SURVEY CONTROL
 LD0842  ___________________________________________________________________
 LD0842* NAD 83(1996)-  40 23 49.17122(N)    091 23 24.27748(W)     ADJUSTED  
 LD0842* NAVD 88     -                                                        
 LD0842  ___________________________________________________________________
 LD0842  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 LD0842  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LD0842
 LD0842  HORZ ORDER  -  THIRD
 LD0842
 LD0842.The horizontal coordinates were established by classical geodetic methods
 LD0842.and adjusted by the National Geodetic Survey in May 1999..
 LD0842
 LD0842
 LD0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0842
 LD0842.The geoid height was determined by GEOID03.
 LD0842
 LD0842;                    North         East     Units Scale Factor Converg.
 LD0842;SPC IA S     -    46,258.382   679,117.396   MT  1.00004602   +1 23 23.3
 LD0842;SPC IL W     -   414,785.252   596,140.613   MT  1.00007391   -0 47 34.6
 LD0842;SPC IL W     - 1,360,841.28  1,955,837.99   sFT  1.00007391   -0 47 34.6
 LD0842;SPC MO E     -   506,907.256   174,439.421   MT  1.00000359   -0 34 36.7
 LD0842;UTM  15      - 4,473,065.127   636,626.322   MT  0.99982978   +1 02 36.7
 LD0842
 LD0842                          SUPERSEDED SURVEY CONTROL
 LD0842
 LD0842  NAD 83(1986)-  40 23 49.18195(N)    091 23 24.27902(W) AD(       ) 4
 LD0842  NAD 27      -  40 23 49.02500(N)    091 23 23.72900(W) AD(       ) 3
 LD0842
 LD0842.Superseded values are not recommended for survey control.
 LD0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0842.See file dsdata.txt to determine how the superseded data were derived.
 LD0842
 LD0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE3662673065(NAD 83)
 LD0842_MARKER: 90 = CHURCH SPIRE
 LD0842
 LD0842  HISTORY     - Date     Condition        Report By
 LD0842  HISTORY     - 1931     FIRST OBSERVED   CGS
 LD0842
 LD0842                          STATION DESCRIPTION
 LD0842
 LD0842'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0840 ***********************************************************************
 LD0840  DESIGNATION -  KEOKUK STANDARD 4 TIRE WTR TK
 LD0840  PID         -  LD0840
 LD0840  STATE/COUNTY-  IA/LEE
 LD0840  USGS QUAD   -  KEOKUK (1975)
 LD0840
 LD0840                         *CURRENT SURVEY CONTROL
 LD0840  ___________________________________________________________________
 LD0840* NAD 83(1996)-  40 24 56.29411(N)    091 24 25.07649(W)     ADJUSTED  
 LD0840* NAVD 88     -                                                        
 LD0840  ___________________________________________________________________
 LD0840  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 LD0840  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0840
 LD0840  HORZ ORDER  -  THIRD
 LD0840
 LD0840.The horizontal coordinates were established by classical geodetic methods
 LD0840.and adjusted by the National Geodetic Survey in May 1999..
 LD0840
 LD0840
 LD0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0840
 LD0840.The geoid height was determined by GEOID03.
 LD0840
 LD0840;                    North         East     Units Scale Factor Converg.
 LD0840;SPC IA S     -    48,293.649   677,634.134   MT  1.00004155   +1 22 43.3
 LD0840;SPC IL W     -   416,875.604   594,735.901   MT  1.00007752   -0 48 15.1
 LD0840;SPC IL W     - 1,367,699.38  1,951,229.37   sFT  1.00007752   -0 48 15.1
 LD0840;SPC MO E     -   508,992.146   173,026.936   MT  1.00000624   -0 35 16.9
 LD0840;UTM  15      - 4,475,108.872   635,155.696   MT  0.99982486   +1 01 58.7
 LD0840
 LD0840                          SUPERSEDED SURVEY CONTROL
 LD0840
 LD0840  NAD 83(1986)-  40 24 56.30429(N)    091 24 25.07803(W) AD(       ) 4
 LD0840  NAD 27      -  40 24 56.14200(N)    091 24 24.52300(W) AD(       ) 3
 LD0840
 LD0840.Superseded values are not recommended for survey control.
 LD0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0840.See file dsdata.txt to determine how the superseded data were derived.
 LD0840
 LD0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE3515675109(NAD 83)
 LD0840_MARKER: 51 = TANK
 LD0840
 LD0840  HISTORY     - Date     Condition        Report By
 LD0840  HISTORY     - 1931     FIRST OBSERVED   CGS
 LD0840
 LD0840                          STATION DESCRIPTION
 LD0840
 LD0840'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0881 ***********************************************************************
 LD0881  DESIGNATION -  KEOPORT
 LD0881  PID         -  LD0881
 LD0881  STATE/COUNTY-  IA/LEE
 LD0881  USGS QUAD   -  KEOKUK (1975)
 LD0881
 LD0881                         *CURRENT SURVEY CONTROL
 LD0881  ___________________________________________________________________
 LD0881* NAD 83(1996)-  40 27 35.43284(N)    091 25 54.04671(W)     ADJUSTED  
 LD0881* NAVD 88     -       203.4    (meters)     667.     (feet)  VERTCON   
 LD0881  ___________________________________________________________________
 LD0881  X           -    -121,423.218 (meters)                     COMP
 LD0881  Y           -  -4,858,342.398 (meters)                     COMP
 LD0881  Z           -   4,117,078.532 (meters)                     COMP
 LD0881  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 LD0881  ELLIP HEIGHT-         170.28  (meters)          (05/06/99) GPS OBS
 LD0881  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0881
 LD0881  HORZ ORDER  -  THIRD
 LD0881  ELLP ORDER  -  FOURTH    CLASS I
 LD0881
 LD0881.This mark is at Keokuk Municipal Airport (EOK)
 LD0881
 LD0881.The horizontal coordinates were established by GPS observations
 LD0881.and adjusted by the National Geodetic Survey in May 1999..
 LD0881
 LD0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0881
 LD0881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0881
 LD0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0881
 LD0881.The ellipsoidal height was determined by GPS observations
 LD0881.and is referenced to NAD 83.
 LD0881
 LD0881.The geoid height was determined by GEOID03.
 LD0881
 LD0881;                    North         East     Units Scale Factor Converg.
 LD0881;SPC IA S     -    53,150.949   675,420.365   MT  1.00003137   +1 21 44.7
 LD0881;UTM  15      - 4,479,978.370   632,971.696   MT  0.99981765   +1 01 04.3
 LD0881
 LD0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0881!SPC IA S     -   0.99997329  x   1.00003137  =   1.00000466
 LD0881!UTM  15      -   0.99997329  x   0.99981765  =   0.99979094
 LD0881
 LD0881:                Primary Azimuth Mark                     Grid Az
 LD0881:SPC IA S     -  KEOPORT AZ MK                            140 41 12.1
 LD0881:UTM  15      -  KEOPORT AZ MK                            141 01 52.5
 LD0881
 LD0881|---------------------------------------------------------------------|
 LD0881| PID    Reference Object                     Distance      Geod. Az  |
 LD0881|                                                           dddmmss.s |
 LD0881| LD0882 KEOPORT AZ MK                       APPROX. 0.5 KM 1420256.8 |
 LD0881|---------------------------------------------------------------------|
 LD0881
 LD0881                          SUPERSEDED SURVEY CONTROL
 LD0881
 LD0881  NAD 83(1986)-  40 27 35.44271(N)    091 25 54.06400(W) AD(       ) 3
 LD0881  NGVD 29 (07/09/90)  203.4    (m)          667.     (f) GPS OBS        
 LD0881
 LD0881.Superseded values are not recommended for survey control.
 LD0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0881.See file dsdata.txt to determine how the superseded data were derived.
 LD0881
 LD0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE3297279978(NAD 83)
 LD0881_MARKER: DH = HORIZONTAL CONTROL DISK
 LD0881_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LD0881_SP_SET: CONCRETE HEADWALL OF CATCH BAS
 LD0881_STAMPING: KEOPORT 1989
 LD0881_MARK LOGO: NGS   
 LD0881_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0881+STABILITY: SURFACE MOTION
 LD0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0881+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1990
 LD0881
 LD0881  HISTORY     - Date     Condition        Report By
 LD0881  HISTORY     - 1989     MONUMENTED       NGS
 LD0881  HISTORY     - 19900921 GOOD             NGS
 LD0881
 LD0881                          STATION DESCRIPTION
 LD0881
 LD0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LD0881'THE STATION IS LOCATED ABOUT 7.0 KM (4.35 MI) NORTHWEST OF KEOKUK, AT
 LD0881'THE KEOKUK MUNICIPAL AIRPORT, AT THE JUNCTION OF THE ENTRANCE RAMP AND
 LD0881'RUNWAY.  OWNERSHIP--CITY OF KEOKUK, KEOKUK, IA 52632, PHONE (319)
 LD0881'524-2050.  THE AIRPORT MANAGER IS IRV LINDLER, PHONE (319) 524-6203.
 LD0881'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61 AND US HIGHWAY
 LD0881'218 BUSINESS, ABOUT 5.1 KM (3.15 MI) NORTHWEST OF KEOKUK, GO NORTH ON
 LD0881'US HIGHWAYS 61 AND 218 FOR 3.9 KM (2.40 MI) TO THE INTERSECTION OF A
 LD0881'PAVED ROAD.  TURN RIGHT, EAST, ON THE PAVED ROAD FOR 1.2 KM (0.75 MI)
 LD0881'TO THE AIRPORT ENTRANCE ON THE RIGHT AT THE AIRPORT BEACON.  TURN
 LD0881'RIGHT, SOUTHEAST, ON THE ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO A
 LD0881'HANGAR.  TURN RIGHT BETWEEN THE HANGARS ONTO THE TAXIWAY FOR 0.4 KM
 LD0881'(0.25 MI) TO THE ENTRANCE RAMP AND THE STATION ON THE RIGHT.
 LD0881'THE STATION IS A STANDARD NGS HORIZONTIAL STATION MARK DISK.  LOCATED
 LD0881'47.65 M (156.3 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 21.5 M
 LD0881'(70.5 FT) SOUTHWEST OF THE CENTER OF THE TAXIWAY, 13.4 M (44.0 FT)
 LD0881'SOUTHEAST OF THE CENTER OF THE ENTRANCE RAMP AND 0.3 M (1.0 FT)
 LD0881'SOUTHWEST OF A FIBERGLASS WITNESS POST.
 LD0881'DESCRIBED BY M. L. MCCREADY.
 LD0881
 LD0881                          STATION RECOVERY (1990)
 LD0881
 LD0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LD0881'THE STATION WAS RECOVERED IN GOOD CONDITION WITH VARING DISCREPANCIES
 LD0881'IN THE STATION LOCATION.
 LD0881'THE STATION IS LOCATED ABOUT 7.0 KM (4.3 MI) NORTHWEST OF KEOKUK, AT
 LD0881'THE KEOKUK MUNICIPAL AIRPORT, AT THE JUNCTION OF THE TAXI AND A
 LD0881'CONNECTOR, IN THE SOUTH CORNER OF A STORM DRAIN. OWNERSHIP--CITY OF
 LD0881'KEOKUK, KEOKUK, IA 52632. AIRPORT MANAGER IS BILL ENGLE, PHONE
 LD0881'319-524-6203, HOME 524-7933.
 LD0881'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61 BUSINESS AND
 LD0881'US HIGHWAY 218 AT THE NORTHWEST CORNER OF KEOKUK, GO NORTHWESTERLY ON
 LD0881'HIGHGWAY 61 AND 218 FOR 4.02 KM (2.50 MI) TO A CROSS ROAD (GRAVEL
 LD0881'ROAD LEFT AND PAVED ROAD RIGHT).  TURN RIGHT, EAST, ON PAVED ROAD FOR
 LD0881'1.29 KM (0.80 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT AT AIRPORT
 LD0881'BEACON.  TURN RIGHT, SOUTH, ALONG ROAD FOR 0.08 KM (0.05 MI) TO A
 LD0881'PAVED THEN CONCRETE ROAD BETWEEN TWO HANGARS ON THE RIGHT.  TURN
 LD0881'RIGHT BETWEEN HANGARS FOR 0.08 KM (0.05 MI) TO APRON AND TAXI.  TURN
 LD0881'LEFT, EAST THEN SOUTH, ON APRON AND TAXI FOR 0.56 KM (0.35 MI) TO A
 LD0881'CONNECTING RAMP AND THE STATION ON THE LEFT.
 LD0881'THE STATION IS LOCATED 47.7 M (156.5 FT) NORTHEAST FROM THE CENTER OF
 LD0881'THE RUNWAY, 21.2 M (69.6 FT) SOUTHEAST FROM THE CENTER OF THE
 LD0881'CONNECTING RAMP, AND 13.35 M (43.80 FT) SOUTHWEST FROM THE CENTER OF
 LD0881'THE TAXI.
 LD0881'NOTE TO OPERATORS-- PLEASE CHECK DESCRIPTION CAREFULLY MAKING
 LD0881'NOTE OF NECESSARY CHANGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0882 ***********************************************************************
 LD0882  CBN         -  This is a Cooperative Base Network Control Station.
 LD0882  PACS        -  This is a Primary Airport Control Station.
 LD0882  DESIGNATION -  KEOPORT AZ MK
 LD0882  PID         -  LD0882
 LD0882  STATE/COUNTY-  IA/LEE
 LD0882  USGS QUAD   -  KEOKUK (1975)
 LD0882
 LD0882                         *CURRENT SURVEY CONTROL
 LD0882  ___________________________________________________________________
 LD0882* NAD 83(1996)-  40 27 22.38084(N)    091 25 40.72094(W)     ADJUSTED  
 LD0882* NAVD 88     -       201.76   (meters)     661.9    (feet)  GPS OBS   
 LD0882  ___________________________________________________________________
 LD0882  X           -    -121,115.821 (meters)                     COMP
 LD0882  Y           -  -4,858,610.090 (meters)                     COMP
 LD0882  Z           -   4,116,771.081 (meters)                     COMP
 LD0882  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 LD0882  ELLIP HEIGHT-         168.56  (meters)          (06/15/04) GPS OBS
 LD0882  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0882
 LD0882  HORZ ORDER  -  B
 LD0882  ELLP ORDER  -  FOURTH    CLASS I
 LD0882
 LD0882.This mark is at Keokuk Municipal Airport (EOK)
 LD0882
 LD0882.The horizontal coordinates were established by GPS observations
 LD0882.and adjusted by the National Geodetic Survey in August 1997..
 LD0882
 LD0882.The orthometric height was determined by GPS observations and a
 LD0882.high-resolution geoid model.
 LD0882
 LD0882.GPS derived orthometric heights for airport stations designated as
 LD0882.PACS or SACS are published to 2 decimal places.  This maintains
 LD0882.centimeter relative accuracy between the PACS and SACS.  It does
 LD0882.not indicate centimeter accuracy relative to other marks which are
 LD0882.part of the NAVD 88 network.
 LD0882
 LD0882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0882
 LD0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0882
 LD0882.The ellipsoidal height was determined by GPS observations
 LD0882.and is referenced to NAD 83.
 LD0882
 LD0882.The geoid height was determined by GEOID03.
 LD0882
 LD0882;                    North         East     Units Scale Factor Converg.
 LD0882;SPC IA S     -    52,755.928   675,743.839   MT  1.00003219   +1 21 53.4
 LD0882;UTM  15      - 4,479,581.496   633,292.720   MT  0.99981870   +1 01 12.7
 LD0882
 LD0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0882!SPC IA S     -   0.99997356  x   1.00003219  =   1.00000575
 LD0882!UTM  15      -   0.99997356  x   0.99981870  =   0.99979226
 LD0882
 LD0882:                Primary Azimuth Mark                     Grid Az
 LD0882:SPC IA S     -  KEOPORT                                  320 41 12.1
 LD0882:UTM  15      -  KEOPORT                                  321 01 52.8
 LD0882
 LD0882|---------------------------------------------------------------------|
 LD0882| PID    Reference Object                     Distance      Geod. Az  |
 LD0882|                                                           dddmmss.s |
 LD0882| LD0881 KEOPORT                             APPROX. 0.5 KM 3220305.5 |
 LD0882|---------------------------------------------------------------------|
 LD0882
 LD0882                          SUPERSEDED SURVEY CONTROL
 LD0882
 LD0882  ELLIP H (08/25/97)  168.59   (m)                       GP(       ) 4 1
 LD0882  NAD 83(1986)-  40 27 22.39076(N)    091 25 40.73822(W) AD(       ) 3
 LD0882  NGVD 29 (07/09/90)  201.8    (m)          662.     (f) GPS OBS        
 LD0882
 LD0882.Superseded values are not recommended for survey control.
 LD0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0882.See file dsdata.txt to determine how the superseded data were derived.
 LD0882
 LD0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE3329379581(NAD 83)
 LD0882_MARKER: DH = HORIZONTAL CONTROL DISK
 LD0882_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LD0882_SP_SET: SET IN A CONCRETE CATCH BASIN
 LD0882_STAMPING: KEOPORT AZ MK 1989
 LD0882_MARK LOGO: NGS   
 LD0882_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LD0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0882+STABILITY: SURFACE MOTION
 LD0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0882+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1997
 LD0882
 LD0882  HISTORY     - Date     Condition        Report By
 LD0882  HISTORY     - 1989     MONUMENTED       NGS
 LD0882  HISTORY     - 19920615 GOOD             NGS
 LD0882  HISTORY     - 19960919 GOOD             IADT
 LD0882  HISTORY     - 19970625 GOOD             NGS
 LD0882
 LD0882                          STATION DESCRIPTION
 LD0882
 LD0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LD0882'THE STATION IS LOCATED ABOUT 7.0 KM (4.35 MI) NORTHWEST OF KEOKUK, AT
 LD0882'THE KEOKUK MUNICIPAL AIRPORT AND NORTHWEST OF THE PAINTED STOP LINE OF
 LD0882'THE TAXIWAY TO RUNWAY 31.  OWNERSHIP--CITY OF KEOKUK, KEOKUK, IA
 LD0882'52632, PHONE (319) 524-2050.  THE AIRPORT MANAGER IS IRV LINDLER,
 LD0882'PHONE (319) 524-6203.
 LD0882'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61 AND US HIGHWAY
 LD0882'218 BUSINESS, ABOUT 5.1 KM (3.15 MI) NORTHWEST OF KEOKUK, GO NORTH ON
 LD0882'US HIGHWAYS 61 AND 218 FOR 3.9 KM (2.40 MI) TO THE INTERSECTION OF A
 LD0882'PAVED ROAD.  TURN RIGHT, EAST, ON THE PAVED ROAD FOR 1.2 KM (0.75 MI)
 LD0882'TO THE AIRPORT ENTRANCE ON THE RIGHT AT THE AIRPORT BEACON.  TURN
 LD0882'RIGHT, SOUTHEAST, ON THE ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO A
 LD0882'HANGAR, TURN RIGHT BETWEEN THE HANGARS AND ONTO THE TAXIWAY FOR 1.0 KM
 LD0882'(0.60 MI) TO THE PAINTED STOP LINE FOR RUNWAY 31 AND THE STATION ON
 LD0882'THE RIGHT.
 LD0882'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK.  LOCATED 46.5 M
 LD0882'(152.6 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 14.75 M (48.4 FT)
 LD0882'SOUTHWEST OF THE CENTER OF THE TAXIWAY, 31.9 M (104.7 FT) NORTHWEST OF
 LD0882'THE NORTHWEST END OF THE PAINTED STOP LINE AND 0.3 M (1.0 FT)
 LD0882'SOUTHWEST OF A FIBERGLASS WITNESS POST.
 LD0882'DESCRIBED BY M. L. MCCREADY.
 LD0882
 LD0882                          STATION RECOVERY (1992)
 LD0882
 LD0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LD0882'THE STATION IS LOCATED AT THE KEOKUK MUNI AIRPORT BETWEEN THE TAXIWAY
 LD0882'AND THE RUNWAY END 32.  THE POINT IS 152.6 FT (46.5 M) NORTHEAST OF
 LD0882'THE CENTERLINE OF RWY 32 118.9 FT (36.2 M) NORTHWEST OF A TAXIWAY
 LD0882'CENTERLINE, 48.4 FT (14.8 M) SOUTHWEST OF CENTERLINE TO THE PARALLEL
 LD0882'TAXIWAY, AND 1 FT (0.3 M) SOUTHWEST OF A FIBERGLASS WITNESS POST. THE
 LD0882'STATION IS A NGS AZIMUTH MARK DISK SET IN A CONCRETE CATCH BASIN, AND
 LD0882'STAMPED KEOPORT 1989.  THE DISK IS .2 FT (6.1 CM) BELOW THE SURFACE.
 LD0882
 LD0882                          STATION RECOVERY (1996)
 LD0882
 LD0882'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (AAW)
 LD0882'THE STATION IS LOCATED ABOUT 7.0 KM (4.35 MI) NORTHWEST OF KEOKUK, AT
 LD0882'THE KEOKUK MUNICIPAL AIRPORT AND NORTHWEST OF THE PAINTED STOP LINE OF
 LD0882'THE TAXIWAY TO RUNWAY 31.  OWNERSHIP--CITY OF KEOKUK, KEOKUK, IA
 LD0882'52632, PHONE (319) 524-2050.  THE AIRPORT MANAGER IS IRV LINDLER,
 LD0882'PHONE (319) 524-6203.  TO REACH THE STATION FROM THE JUNCTION OF US
 LD0882'HWYS 69 AND 218 BUSINESS, GO NORTH ON US HWYS 69 AND 218 FOR 3.9 KM
 LD0882'(2.40 MI) TO THE INTERSECTION OF A PAVED ROAD.  TURN RIGHT, EAST, ON
 LD0882'THE PAVED ROAD FOR 1.2 KM (0.75 MI) TO THE AIRPORT ENTRANCE ON THE
 LD0882'RIGHT AT THE AIRPORT BEACON.  TURN RIGHT, SOUTHEAST, ON THE ENTRANCE
 LD0882'ROAD FOR 0.25 KM (0.15 MI) TO A HANGAR, TURN RIGHT BETWEEN THE HANGARS
 LD0882'AND ONTO THE TAXIWAY FOR 1.0 KM (0.60 MI) TO THE PAINTED STOP LINE FOR
 LD0882'RUNWAY 31 AND THE STATION ON THE RIGHT.  THE STATION IS A STANDARD NGS
 LD0882'AZIMUTH MARK DISK.  LOCATED 46.5 M (152.6 FT) NORTHEAST OF THE CENTER
 LD0882'OF THE RUNWAY, 14.75 M (48.39 FT) SOUTHWEST OF THE CENTER OF THE
 LD0882'TAXIWAY, 31.9 M (104.7 FT) NORTHWEST OF THE NORTHWEST END OF THE
 LD0882'PAINTED STOP LINE AND 0.2 M (0.7 FT) SOUTH OF A PINK STATE HARN SURVEY
 LD0882'SIGN.
 LD0882
 LD0882                          STATION RECOVERY (1997)
 LD0882
 LD0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LD0882'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0858 ***********************************************************************
 MG0858  DESIGNATION -  KEOTA
 MG0858  PID         -  MG0858
 MG0858  STATE/COUNTY-  IA/KEOKUK
 MG0858  USGS QUAD   -  KEOTA (1973)
 MG0858
 MG0858                         *CURRENT SURVEY CONTROL
 MG0858  ___________________________________________________________________
 MG0858* NAD 83(1996)-  41 21 48.15073(N)    091 58 33.39111(W)     ADJUSTED  
 MG0858* NAVD 88     -       241.8    (meters)     793.     (feet)  VERTCON   
 MG0858  ___________________________________________________________________
 MG0858  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 MG0858  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MG0858
 MG0858  HORZ ORDER  -  FIRST
 MG0858
 MG0858.The horizontal coordinates were established by classical geodetic methods
 MG0858.and adjusted by the National Geodetic Survey in May 1999..
 MG0858
 MG0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0858
 MG0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0858
 MG0858.The geoid height was determined by GEOID03.
 MG0858
 MG0858;                    North         East     Units Scale Factor Converg.
 MG0858;SPC IA S     -   152,518.742   627,507.496   MT  0.99995238   +1 00 14.0
 MG0858;UTM  15      - 4,579,602.279   585,650.698   MT  0.99969028   +0 40 36.4
 MG0858
 MG0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0858!SPC IA S     -   0.99996719  x   0.99995238  =   0.99991957
 MG0858!UTM  15      -   0.99996719  x   0.99969028  =   0.99965748
 MG0858
 MG0858|---------------------------------------------------------------------|
 MG0858| PID    Reference Object                     Distance      Geod. Az  |
 MG0858|                                                           dddmmss.s |
 MG0858| CL9652 KEOTA RM 1                           29.447 METERS 01218     |
 MG0858| CL9654 KEOTA RM 3                           23.826 METERS 09048     |
 MG0858| MG0857 KEOTA MUNICIPAL TANK                APPROX. 2.0 KM 0973057.3 |
 MG0858| CU7925 KEOTA RM 3                           29.505 METERS 18126     |
 MG0858| MH0502 ST PETER AND PAUL CH SW KEOTA       APPROX. 6.9 KM 2011744.0 |
 MG0858| MH0504 HARPER NAT GAS PLINE OF AM TK       APPROX. 6.8 KM 2631802.9 |
 MG0858| MH0503 HARPER ST ELIZABETHS CATH CH        APPROX. 6.4 KM 2660136.2 |
 MG0858| CL9653 KEOTA RM 2                           38.346 METERS 26951     |
 MG0858| CL9651 KEOTA AZ MK 2                                      3082541.7 |
 MG0858| CL9650 KEOTA AZ MK                                        3290223.9 |
 MG0858|---------------------------------------------------------------------|
 MG0858
 MG0858                          SUPERSEDED SURVEY CONTROL
 MG0858
 MG0858  NAD 83(1986)-  41 21 48.15392(N)    091 58 33.40365(W) AD(       ) 1
 MG0858  NAD 27      -  41 21 48.11100(N)    091 58 32.77390(W) AD(       ) 1
 MG0858  NGVD 29 (07/19/86)  241.8    (m)          793.     (f) VERT ANG       
 MG0858
 MG0858.Superseded values are not recommended for survey control.
 MG0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0858.See file dsdata.txt to determine how the superseded data were derived.
 MG0858
 MG0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8565179602(NAD 83)
 MG0858_MARKER: DS = TRIANGULATION STATION DISK
 MG0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0858_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MG0858
 MG0858  HISTORY     - Date     Condition        Report By
 MG0858  HISTORY     - 1934     MONUMENTED       CGS
 MG0858  HISTORY     - 1964     GOOD             USGS
 MG0858  HISTORY     - 1968     GOOD             USGS
 MG0858  HISTORY     - 1970     GOOD             NGS
 MG0858
 MG0858                          STATION DESCRIPTION
 MG0858
 MG0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0858'STATION IS 1.2 MILES W OF KEOTA, IN THE NW ANGLE OF THE GRADE
 MG0858'CROSSING OF THE CHICAGO, ROCK ISLAND, AND PACIFIC RAILROAD,
 MG0858'AND A N-S DIRT ROAD.  THE MARK IS 1 FOOT S OF THE N RIGHT-OF-WAY
 MG0858'FENCE OF THE RAILROAD, 45.6 FEET N OF THE N RAIL OF THE RAILROAD,
 MG0858'45 FEET W OF THE CENTER LINE OF THE ROAD.  THE MARK PROJECTS
 MG0858'8 INCHES.
 MG0858'
 MG0858'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MG0858'BRONZE DISKS SET IN CONCRETE.
 MG0858'
 MG0858'REFERENCE MARK NO. 1 IS NNE OF THE STATION, IN THE W RIGHT-OF-WAY
 MG0858'FENCE OF THE ROAD, 174.39 FEET NE OF REFERENCE MARK NO. 2.  THE
 MG0858'MARK PROJECTS 4 INCHES.
 MG0858'
 MG0858'REFERENCE MARK NO. 2 IS W OF THE STATION, 1 FOOT S OF THE
 MG0858'N RIGHT-OF-WAY FENCE OF THE RAILROAD.  THE MARK PROJECTS 8
 MG0858'INCHES.
 MG0858'
 MG0858'THE AZIMUTH MARK IS NW OF THE STATION, IN THE LINE OF THE S
 MG0858'RIGHT-OF-WAY FENCE OF AN E-W ROAD, 0.15 MILE W OF A T-INTERSECTION,
 MG0858'130 YARDS W OF A SMALL GROVE OF ELMS ON THE N SIDE OF THE ROAD.
 MG0858'THE MARK PROJECTS 5 INCHES.
 MG0858'
 MG0858'TO REACH FROM KEOTA, GO W ON PAVEMENT, 0.7 MILE TO STATE HIGHWAY
 MG0858'77, TURN N, GO 0.15 MILE, TURN W, GO 0.5 MILE, TURN S, GO 0.25
 MG0858'TO THE STATION.
 MG0858'
 MG0858'ALL LIGHTS CAME INTO VIEW AT 75 FEET.
 MG0858
 MG0858                          STATION RECOVERY (1964)
 MG0858
 MG0858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MG0858'STATION AND REFERENCE MARK 1 FOUND AS DESCRIBED AND IN GOOD
 MG0858'CONDITION.
 MG0858'
 MG0858'AZIMUTH MARK AND REFERENCE MARK 2 FOUND DISTURBED.
 MG0858
 MG0858                          STATION RECOVERY (1968)
 MG0858
 MG0858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0858'STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 MG0858'REFERENCE MARK 1 AND AZIMUTH MARK HAD BEEN DESTROYED.  RAILS AND
 MG0858'TIES AND THE NORTH RIGHT-OF-WAY FENCE HAVE BEEN REMOVED FROM
 MG0858'THE RAILROAD.  NEW DESCRIPTION--
 MG0858'
 MG0858'STATION IS LOCATED 1.2 MI. WEST OF KEOTA NEAR THE CENTER
 MG0858'OF THE N 1/2 OF SEC. 26, T 76N., R 10 W. IN THE NW ANGLE OF
 MG0858'THE GRADE CROSSING OF A N-S GRAVEL ROAD AND THE C.R.I. AND P.R.R.
 MG0858'(NOW DISMANTLED).
 MG0858'
 MG0858'TO REACH THE STATION FROM THE POST OFFICE AT KEOTA, DRIVE
 MG0858'W. ON MAIN ST. FOR 0.7 MILE TO JUNCTION WITH STATE HWY. 77,
 MG0858'TURN RIGHT AND DRIVE N. FOR 0.2 MILE TO CROSSING OF AN E-W
 MG0858'GRAVEL ROAD, TURN LEFT AND DRIVE W. FOR 0.5 MILE TO T-INTERSECTION
 MG0858'OF GRAVEL ROAD S., TURN LEFT (SOUTH) FOR 0.25 MILE TO STATION
 MG0858'ON RIGHT.
 MG0858'
 MG0858'STATION MARK AND REF. MK. 2 ARE STANDARD C AND GS DISKS IN
 MG0858'CONCRETE POSTS PROJECTING ABOUT 6 INCHES.  REF. MK. 3 (1968) IS
 MG0858'A USGS REFERENCE MARK TABLET CRIMPED ON A COPPER-COATED ROD
 MG0858'DRIVEN FLUSH WITH THE GROUND AND SET IN A 6-INCH TILE FILLED
 MG0858'WITH GRAVEL.
 MG0858'
 MG0858'STATION MARK IS 46 FT. W. OF CENTERLINE OF ROAD, 48 FT. N. OF
 MG0858'CENTERLINE OF RAILROAD BED, 97 FT. N. OF S. RIGHT-OF-WAY
 MG0858'FENCE OF R.R. AND 13.6 FT. W. OF A TELEPHONE POLE.
 MG0858'
 MG0858'R.M. 2 IS 125.70 FT. (38.313 M.) W. OF STATION ON A SMALL
 MG0858'ISLAND IN A CORNFIELD, 46 FT. N. OF CENTERLINE OF R.R. BED AND
 MG0858'97 FT. N. OF S. RIGHT-OF-WAY FENCE.
 MG0858'
 MG0858'R.M. 3 STAMPED KEOTA 1968 3 IS 96.80 FT. (29.505 M.) S. OF
 MG0858'STATION, 47 FT. W. OF CENTERLINE OF GRAVEL ROAD, 49. FT S. OF
 MG0858'CENTERLINE OF R.R. BED, 14.5 FT. W. OF A FENCE CORNER AND 1 FT.
 MG0858'N. OF S. RIGHT-OF-WAY FENCE.
 MG0858'
 MG0858'AN ASTRONOMIC AZIMUTH WAS OBSERVED AT THIS STATION.
 MG0858
 MG0858                          STATION RECOVERY (1970)
 MG0858
 MG0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MG0858'THE STATION MARK, AND REFERENCE MARK NO. 2 WERE RECOVERED
 MG0858'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH
 MG0858'MARK WERE DESTROYED BY ROAD CONSTRUCTION.  THE OLD RAILROAD
 MG0858'TRACK IS GONE AND THE OLD RIGHT-OF-WAY IS NOW IN CULTIVATION.
 MG0858'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.
 MG0858'
 MG0858'REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK WERE SET.
 MG0858'
 MG0858'FOLLOWING IS A NEW DESCRIPTION.
 MG0858'
 MG0858'TO REACH THE STATION FROM THE FARMERS SAVINGS BANK IN KEOTA,
 MG0858'GO WEST FOR 0.7 MILE TO STATE HIGHWAY 77.  TURN RIGHT AND GO
 MG0858'NORTH ON A SURFACED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN
 MG0858'LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.5 MILE TO A SIDE
 MG0858'ROAD ON THE LEFT.  (CONTINUE WEST ON THE GRAVELED ROAD FOR
 MG0858'0.3 MILE TO A FIELD ENTRANCE AND THE AZIMUTH MARK ON THE LEFT.)
 MG0858'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.25 MILE TO A
 MG0858'FIELD ENTRANCE ON THE LEFT AND THE STATION ON THE RIGHT.
 MG0858'
 MG0858'STATION MARK, A STANDARD DISK STAMPED KEOTA 1934, IS SET IN
 MG0858'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 MG0858'IS 47 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 12 FEET
 MG0858'WEST-SOUTHWEST OF A CORNER FENCE POST, AND 2 FEET SOUTH OF
 MG0858'A METAL WITNESS POST SET IN AN EAST-WEST FENCE.  THE UNDERGROUND
 MG0858'MARK WAS NOT INSPECTED.
 MG0858'
 MG0858'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KEOTA NO. 2
 MG0858'1934, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MG0858'4 INCHES.  IT 109 FEET WEST OF THE CORNER FENCE POST, 143.5
 MG0858'FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 3 FEET SOUTH
 MG0858'OF AN EAST-WEST FENCE, AND 1 FOOT EAST OF A METAL FENCE POST.
 MG0858'
 MG0858'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED KEOTA 1934
 MG0858'NO. 3 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MG0858'PROJECTS 4 INCHES.  IT IS 32.5 FEET EAST OF THE CENTER OF THE
 MG0858'NORTH-SOUTH ROAD, 11 FEET SOUTH OF THE CENTER OF A FIELD
 MG0858'ENTRANCE, 2.5 FEET SOUTH OF THE SOUTH GATE POST, AND 1 FOOT WEST
 MG0858'OF A FENCE.
 MG0858'
 MG0858'AZIMUTH MARK, A STANDARD DISK STAMPED KEOTA 1934 1970, IS SET
 MG0858'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 MG0858'IT IS 41 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 17
 MG0858'FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 2 FEET NORTHEAST
 MG0858'OF THE EAST GATE POST, 1 FOOT NORTH OF AN EAST-WEST FENCE, AND
 MG0858'1 FOOT WEST OF A METAL WITNESS POST.
 MG0858'
 MG0858'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/4
 MG0858'MILE WEST OF KEOTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0857 ***********************************************************************
 MG0857  DESIGNATION -  KEOTA MUNICIPAL TANK
 MG0857  PID         -  MG0857
 MG0857  STATE/COUNTY-  IA/KEOKUK
 MG0857  USGS QUAD   -  KEOTA (1973)
 MG0857
 MG0857                         *CURRENT SURVEY CONTROL
 MG0857  ___________________________________________________________________
 MG0857* NAD 83(1996)-  41 21 39.56340(N)    091 57 07.09089(W)     ADJUSTED  
 MG0857* NAVD 88     -                                                        
 MG0857  ___________________________________________________________________
 MG0857  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 MG0857  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 MG0857
 MG0857  HORZ ORDER  -  THIRD
 MG0857
 MG0857.The horizontal coordinates were established by classical geodetic methods
 MG0857.and adjusted by the National Geodetic Survey in May 1999..
 MG0857
 MG0857
 MG0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0857
 MG0857.The geoid height was determined by GEOID03.
 MG0857
 MG0857;                    North         East     Units Scale Factor Converg.
 MG0857;SPC IA S     -   152,289.293   629,517.597   MT  0.99995226   +1 01 10.9
 MG0857;UTM  15      - 4,579,361.420   587,658.934   MT  0.99969456   +0 41 33.3
 MG0857
 MG0857                          SUPERSEDED SURVEY CONTROL
 MG0857
 MG0857  NAD 83(1986)-  41 21 39.56646(N)    091 57 07.10386(W) AD(       ) 4
 MG0857  NAD 27      -  41 21 39.53200(N)    091 57 06.48600(W) AD(       ) 3
 MG0857
 MG0857.Superseded values are not recommended for survey control.
 MG0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0857.See file dsdata.txt to determine how the superseded data were derived.
 MG0857
 MG0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8765979361(NAD 83)
 MG0857_MARKER: 53 = ELEVATED TANK
 MG0857
 MG0857  HISTORY     - Date     Condition        Report By
 MG0857  HISTORY     - 1934     FIRST OBSERVED   CGS
 MG0857
 MG0857                          STATION DESCRIPTION
 MG0857
 MG0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0857'STATION IS THE CENTER OF THE BALL ON TOP OF THE TALL, SILVER,
 MG0857'STEEL, KEOTA MUNICIPAL WATER TANK.  THE TANK IS ABOUT 100
 MG0857'FEET HIGH AND IS SUPPORTED BY FOUR LEGS.  THE UPPER 15 FEET OF
 MG0857'THE LEGS IS VERTICAL.  THE TANK IS LETTERED KEOTA IN LARGE
 MG0857'BLACK LETTERS ON THE E AND W SIDES.  THERE IS A SQUARE WOODEN
 MG0857'HOUSING AROUND THE FEED PIPE.  THE TANK IS IN THE SOUTHERN
 MG0857'PART OF TOWN AT THE NW CORNER OF THE CITY PARK, ABOUT 50 FEET
 MG0857'E OF THE CENTER LINE OF THE DRIVE ON THE W SIDE OF THE PARK,
 MG0857'AND ABOUT 40 FEET S OF THE CENTER LINE OF THE STREET ALONG
 MG0857'THE N SIDE OF THE PARK.  THE VERTICAL PART OF THE LEGS AND
 MG0857'THE BOWL OF THE TANK CAN BE SEEN ABOVE THE TREES FROM THE
 MG0857'SURROUNDING COUNTRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0656 ***********************************************************************
 NK0656  DESIGNATION -  KESLEY
 NK0656  PID         -  NK0656
 NK0656  STATE/COUNTY-  IA/BUTLER
 NK0656  USGS QUAD   -  DUMONT SOUTH (1979)
 NK0656
 NK0656                         *CURRENT SURVEY CONTROL
 NK0656  ___________________________________________________________________
 NK0656* NAD 83(1996)-  42 38 35.60615(N)    092 58 34.84006(W)     ADJUSTED  
 NK0656* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 NK0656  ___________________________________________________________________
 NK0656  LAPLACE CORR-          -9.50  (seconds)                    DEFLEC99
 NK0656  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 NK0656
 NK0656  HORZ ORDER  -  FIRST
 NK0656
 NK0656.The horizontal coordinates were established by classical geodetic methods
 NK0656.and adjusted by the National Geodetic Survey in May 1999..
 NK0656
 NK0656.The orthometric height was scaled from a topographic map.
 NK0656
 NK0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0656
 NK0656.The geoid height was determined by GEOID03.
 NK0656
 NK0656;                    North         East     Units Scale Factor Converg.
 NK0656;SPC IA N     - 1,127,118.196 1,542,942.980   MT  0.99994546   +0 21 17.7
 NK0656;UTM  15      - 4,721,196.931   501,939.242   MT  0.99960005   +0 00 57.7
 NK0656
 NK0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0656!SPC IA N     -   0.99995348  x   0.99994546  =   0.99989894
 NK0656!UTM  15      -   0.99995348  x   0.99960005  =   0.99955355
 NK0656
 NK0656:                Primary Azimuth Mark                     Grid Az
 NK0656:SPC IA N     -  BRISTOW MUNICIPAL TANK                   021 00 29.5
 NK0656:UTM  15      -  BRISTOW MUNICIPAL TANK                   021 20 49.5
 NK0656
 NK0656|---------------------------------------------------------------------|
 NK0656| PID    Reference Object                     Distance      Geod. Az  |
 NK0656|                                                           dddmmss.s |
 NK0656| NK0669 BRISTOW MUNICIPAL TANK              APPROX.15.6 KM 0212147.2 |
 NK0656| NK0662 ALLISON MUNICIPAL TANK              APPROX.19.4 KM 0492839.7 |
 NK0656| CI5818 KESLEY AZ MK                                       0922427.4 |
 NK0656| NK0651 PARKERSBURG MUNICIPAL TANK          APPROX.17.1 KM 1153328.4 |
 NK0656| NK0655 APLINGTON MUNICIPAL TANK            APPROX.10.1 KM 1330238.1 |
 NK0656| CI5819 KESLEY RM 1                          17.962 METERS 18213     |
 NK0656| CI5820 KESLEY RM 2                          29.907 METERS 26835     |
 NK0656|---------------------------------------------------------------------|
 NK0656
 NK0656                          SUPERSEDED SURVEY CONTROL
 NK0656
 NK0656  NAD 83(1996)-  42 38 35.60648(N)    092 58 34.84018(W) AD(       ) 1
 NK0656  NAD 83(1986)-  42 38 35.60221(N)    092 58 34.83416(W) AD(       ) 1
 NK0656  NAD 27      -  42 38 35.68500(N)    092 58 34.12200(W) AD(       ) 1
 NK0656
 NK0656.Superseded values are not recommended for survey control.
 NK0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0656.See file dsdata.txt to determine how the superseded data were derived.
 NK0656
 NK0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH0193921197(NAD 83)
 NK0656_MARKER: DS = TRIANGULATION STATION DISK
 NK0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0656
 NK0656  HISTORY     - Date     Condition        Report By
 NK0656  HISTORY     - 1938     MONUMENTED       CGS
 NK0656
 NK0656                          STATION DESCRIPTION
 NK0656
 NK0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0656'STATION KESLEY IS ABOUT 7 MILES S OF DUMONT, ABOUT 7 MILES
 NK0656'NE OF ACKLEY, AND ABOUT 6-1/2 MILES NW OF APLINGTON NEAR THE
 NK0656'CENTER OF THE S SIDE OF SEC. 33, T 91 N, R 18 W, ON LAND
 NK0656'OWNED BY MRS. GEORGE RUTER OF APLINGTON.
 NK0656'
 NK0656'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NK0656'BRONZE DISKS SET IN CONCRETE.
 NK0656'
 NK0656'STATION REACHED FROM DUMONT, BY GOING E ON U.S. HIGHWAY 10,
 NK0656'FROM R.R. TRACK CROSSING, 0.3 MILE TO CROSSROADS, THENCE
 NK0656'RIGHT S 7.0 MILES TO CROSSROADS, THENCE RIGHT W 0.5 MILE
 NK0656'TO STATION ON RIGHT IN N RIGHT-OF-WAY FENCE LINE 30 FEET
 NK0656'N OF CENTER LINE OF ROAD, 100 FEET, E OF T FENCE INTERSECTION.
 NK0656'MARK IS FLUSH WITH GROUND.
 NK0656'
 NK0656'REFERENCE MARK NO. 1 IS S OF STATION IN S RIGHT-OF-WAY FENCE
 NK0656'LINE, 30 FEET S OF CENTER LINE OF ROAD.  MARK IS FLUSH WITH
 NK0656'GROUND.  REFERENCE MARK NO. 2 IS W OF STATION IN N RIGHT-OF-WAY
 NK0656'FENCE LINE AT T-FENCE INTERSECTION, 30 FEET N OF CENTER LINE
 NK0656'OF ROAD.  MARK IS FLUSH WITH GROUND.
 NK0656'
 NK0656'AZIMUTH MARK IS E OF STATION, 2 FEET N OF S RIGHT-OF-WAY
 NK0656'FENCE LINE, 3 FEET E OF GATE, 20 FEET S OF CENTER LINE OF ROAD.
 NK0656'MARK PROJECTS 2 INCHES.
 NK0656'
 NK0656'STATIONS ALDINGER (1926), DONALDSON (1926), GIBSON, WITH 64-FOOT
 NK0656'TOWERS AND STATIONS.  ALLISON MAGNETIC (1908) AND BROCKA WITH
 NK0656'90-FOOT TOWERS ARE VISIBLE FROM THE GROUND AT THIS STATION.
 NK0656'STATION BEST WITH A 90-FOOT TOWER REQUIRES 30 FEET TO SEE
 NK0656'FROM THIS STATION.
 NK0656'
 NK0656'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1141 ***********************************************************************
 MJ1141  DESIGNATION -  KESTER RESET
 MJ1141  PID         -  MJ1141
 MJ1141  STATE/COUNTY-  IA/AUDUBON
 MJ1141  USGS QUAD   -  GRAY (1971)
 MJ1141
 MJ1141                         *CURRENT SURVEY CONTROL
 MJ1141  ___________________________________________________________________
 MJ1141* NAD 83(1996)-  41 48 49.55339(N)    094 55 04.08116(W)     ADJUSTED  
 MJ1141* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 MJ1141  ___________________________________________________________________
 MJ1141  LAPLACE CORR-           7.89  (seconds)                    DEFLEC99
 MJ1141  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 MJ1141
 MJ1141  HORZ ORDER  -  FIRST
 MJ1141
 MJ1141.The horizontal coordinates were established by classical geodetic methods
 MJ1141.and adjusted by the National Geodetic Survey in May 1999..
 MJ1141
 MJ1141.The orthometric height was scaled from a topographic map.
 MJ1141
 MJ1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1141
 MJ1141.The geoid height was determined by GEOID03.
 MJ1141
 MJ1141;                    North         East     Units Scale Factor Converg.
 MJ1141;SPC IA S     -   202,383.114   382,196.840   MT  1.00000555   -0 56 02.1
 MJ1141;SPC IA N     - 1,035,840.221 1,382,191.260   MT  1.00005551   -0 57 39.3
 MJ1141;UTM  15      - 4,630,876.841   340,706.709   MT  0.99991225   -1 16 44.0
 MJ1141
 MJ1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1141!SPC IA S     -   0.99993084  x   1.00000555  =   0.99993639
 MJ1141!SPC IA N     -   0.99993084  x   1.00005551  =   0.99998634
 MJ1141!UTM  15      -   0.99993084  x   0.99991225  =   0.99984309
 MJ1141
 MJ1141:                Primary Azimuth Mark                     Grid Az
 MJ1141:SPC IA S     -  KESTER AZ MK                             049 20 04.8
 MJ1141:SPC IA N     -  KESTER AZ MK                             049 21 42.0
 MJ1141:UTM  15      -  KESTER AZ MK                             049 40 46.7
 MJ1141
 MJ1141|---------------------------------------------------------------------|
 MJ1141| PID    Reference Object                     Distance      Geod. Az  |
 MJ1141|                                                           dddmmss.s |
 MJ1141| CL7236 KESTER AZ MK                                       0482402.7 |
 MJ1141| CL7237 KESTER AZ MK 2                                     0482603.3 |
 MJ1141| CL7238 KESTER RM 1                          33.211 METERS 22059     |
 MJ1141| CL7240 KESTER RM 3                          22.346 METERS 26735     |
 MJ1141| MJ1142 GRAY MUNICIPAL TANK                 APPROX. 5.8 KM 2982212.5 |
 MJ1141| MJ1149 MANNING MUNICIPAL TANK              APPROX.16.0 KM 3111342.6 |
 MJ1141| CL7239 KESTER RM 2                          32.196 METERS 31821     |
 MJ1141| MJ1146 TEMPLETON SACRED HEART CH           APPROX.11.8 KM 3483553.5 |
 MJ1141| CL7241 KESTER RM 4                          19.882 METERS 35855     |
 MJ1141|---------------------------------------------------------------------|
 MJ1141
 MJ1141                          SUPERSEDED SURVEY CONTROL
 MJ1141
 MJ1141  NAD 83(1986)-  41 48 49.55113(N)    094 55 04.08576(W) AD(       ) 1
 MJ1141  NAD 27      -  41 48 49.60400(N)    094 55 03.13300(W) AD(       ) 1
 MJ1141
 MJ1141.Superseded values are not recommended for survey control.
 MJ1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1141.See file dsdata.txt to determine how the superseded data were derived.
 MJ1141
 MJ1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG4070730877(NAD 83)
 MJ1141_MARKER: DS = TRIANGULATION STATION DISK
 MJ1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1141
 MJ1141  HISTORY     - Date     Condition        Report By
 MJ1141  HISTORY     - 1934     MONUMENTED       CGS
 MJ1141  HISTORY     - 1953     GOOD             CGS
 MJ1141  HISTORY     - 1968     POOR             USGS
 MJ1141  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MJ1141
 MJ1141                          STATION DESCRIPTION
 MJ1141
 MJ1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1141'THIS STATION IS ABOUT 6-1/2 MILES E OF N OF AUDUBON, AND 7-1/2
 MJ1141'MILES E OF S OF TEMPLETON.  IN NW 1/4 SECTION 22, T 81 N, R
 MJ1141'35 W.  ON LAND OWNED BY THE KESTER ESTATE AND FARMED BY JOHN
 MJ1141'LACY.  THE STATION MARK IS ABOUT 300 FEET NNW OF FARM HOUSE.
 MJ1141'36 FEET E OF CENTER LINE OF ROAD.  56 FEET N OF 12-INCH WALNUT
 MJ1141'TREE.  2 FEET S OF FENCE CORNER.  2 FEET S OF FENCE LINE,
 MJ1141'AND 1 FOOT E OF FENCE LINE.  THE MARK IS FLUSH WITH THE
 MJ1141'GROUND.
 MJ1141'
 MJ1141'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MJ1141'BRONZE DISKS SET IN CONCRETE.
 MJ1141'
 MJ1141'REFERENCE MARK NO. 1 IS SW OF THE STATION.  37 FEET W OF
 MJ1141'CENTER LINE OF ROAD, 1 FOOT E OF FENCE LINE, AND 1 FOOT W OF
 MJ1141'TELEPHONE LINE.  THE MARK PROJECTS 10 INCHES.
 MJ1141'
 MJ1141'REFERENCE MARK NO. 2 IS NW OF THE STATION.  37 FEET W OF
 MJ1141'CENTER LINE OF ROAD.  7 FEET S OF TELEPHONE POLE, AND 1 FOOT
 MJ1141'E OF FENCE LINE.  THE MARK PROJECTS 6 INCHES.  THE DISTANCE
 MJ1141'BETWEEN THE REFERENCE MARKS IS 161.20 FEET.
 MJ1141'
 MJ1141'THE AZIMUTH MARK IS NE OF THE STATION, 30 FEET S OF CENTER
 MJ1141'LINE OF ROAD.  45 FEET W OF EXTENSION OF CENTER LINE OF
 MJ1141'N-S ROAD AT T-INTERSECTION.  50 YARDS S OF FARM HOUSE, AND 1
 MJ1141'FOOT N OF FENCE LINE.  THE MARK PROJECTS 3 INCHES.
 MJ1141'
 MJ1141'ALL LIGHTS COME INTO VIEW AT 25 FEET.
 MJ1141
 MJ1141                          STATION RECOVERY (1953)
 MJ1141
 MJ1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RFS)
 MJ1141'REFERENCE MARK 1 WAS REMOVED FROM PLACE BY A GRADING CREW.
 MJ1141'IT IS 3 MI. E AND 14 MI. S FROM THE TOWN OF GRAY.  IT IS
 MJ1141'STAMPED KESTER NO 1 1934.  THIS MARK, ALONG WITH ANOTHER
 MJ1141'MARKED KESTER NO 2 1934, APPEARS TO BE A REFERENCE MARKER
 MJ1141'TO A BENCH MARK OR TRIANGULATION MONUMENT.  THE MARKERS
 MJ1141'WERE REMOVED INTACT AND THE LOCATIONS LATER MARKED BY 2- BY
 MJ1141'2-IN. HUBS BY OUR SURVEY PARTY.  THE LOCATION IS BETWEEN
 MJ1141'SECTION 21 AND 22, T 81 N, R 35 W 5TH P.M.
 MJ1141
 MJ1141                          STATION RECOVERY (1968)
 MJ1141
 MJ1141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MJ1141'STATION MARK WAS FOUND SLIGHTLY DISTURBED.  DIRT WAS APPARENTLY
 MJ1141'BORROWED FROM AROUND THE MARK AND IT NOW PROJECTS ABOUT 12 INCHES,
 MJ1141'35 FT. E. OF C OF ROAD, 58 FT. N. OF FENCE CORNER, 67 FT. S. OF
 MJ1141'A FENCE CORNER, 67 FT. S. OF A POWER LINE POLE AND 294 FT. N-NE
 MJ1141'OF C OF ROAD AT DRIVE E. TO THE FARMHOUSE.
 MJ1141'
 MJ1141'REFERENCE MARKS 1 AND 2 WERE NOT FOUND.
 MJ1141'
 MJ1141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/2
 MJ1141'MI. E. OF N. OF AUDUBON.
 MJ1141
 MJ1141                          STATION RECOVERY (1969)
 MJ1141
 MJ1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MJ1141'THE STATION MARK WAS FOUND OUT OF POSITION.  REFERENCE MARK
 MJ1141'NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 MJ1141'DESTROYED BY ROAD CONSTRUCTION.  THE UNDERGROUND STATION MARK
 MJ1141'WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE UNDERGROUND
 MJ1141'MARK WAS LOWERED VERTICALLY AND A NEW SURFACE MARK WAS SET.
 MJ1141'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND A NEW AZIMUTH
 MJ1141'MARK WERE ALSO SET.
 MJ1141'
 MJ1141'FOLLOWING IS A NEW DESCRIPTION.
 MJ1141'
 MJ1141'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 MJ1141'BROADWAY STREET IN AUDUBON, GO NORTH ON U.S. HIGHWAY 71 FOR
 MJ1141'7.15 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A
 MJ1141'GRAVELED ROAD FOR 1.05 MILES TO A CROSSROAD.  (CONTINUE EAST ON
 MJ1141'THE GRAVELED ROAD FOR 0.5 MILE TO A HOUSE ON THE LEFT AND THE
 MJ1141'AZIMUTH MARK ON THE RIGHT.) TURN RIGHT AND GO NORTH ON A
 MJ1141'GRAVELED ROAD FOR 0.45 MILE TO THE STATION ON THE LEFT.
 MJ1141'
 MJ1141'STATION MARKS ARE STANDARD DISKS STAMPED KESTER 1934 1969.
 MJ1141'THE SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE
 MJ1141'POST WHICH PROJECTS 3 INCHES.  IT IS 294 FEET NORTH-NORTHEAST
 MJ1141'OF ROAD AT DRIVEWAY EAST, 67 FEET SOUTH OF A POWERLINE POLE,
 MJ1141'67 FEET SOUTH OF A FENCE CORNER, 58 FEET NORTH OF A FENCE
 MJ1141'CORNER, 35 FEET EAST OF THE CENTER OF A GRAVELED ROAD, AND 1
 MJ1141'FOOT NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 MJ1141'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW
 MJ1141'THE SURFACE OF THE GROUND.
 MJ1141'
 MJ1141'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED KESTER 1934 NO. 3
 MJ1141'1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MJ1141'4 INCHES.  IT IS 73 FEET NORTH OF A TELEPHONE POLE, 38 FEET
 MJ1141'WEST OF THE CENTER OF A GRAVELED ROAD, AND 1 FOOT EAST OF A FENCE.
 MJ1141'
 MJ1141'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED KESTER 1934
 MJ1141'NO. 4 1969, IS SET IN THE TOP OF A ROUND CONCRETE POST
 MJ1141'WHICH PROJECTS 5 INCHES.  IT IS 33 FEET EAST OF THE CENTER OF
 MJ1141'A GRAVELED ROAD, 2 FEET SOUTHWEST OF A CORNER GATE POST, AND
 MJ1141'1 FOOT SOUTH OF A POWERLINE POLE.
 MJ1141'
 MJ1141'AZIMUTH MARK, A STANDARD DISK STAMPED KESTER AZIMUTH 1934
 MJ1141'1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROEJCTS
 MJ1141'2 INCHES.  IT IS 44 FEET EAST OF A PROJECTED LINE OF THE EAST
 MJ1141'SIDE OF HOUSE, 29 FEET SOUTH OF THE CENTER OF THE ROAD, 2 FEET
 MJ1141'WEST-NORTHWEST OF WEST GATE POST, 1 FOOT EAST OF A METAL WITNESS
 MJ1141'POST, AND 1 FOOT NORTH OF A FENCE.
 MJ1141'
 MJ1141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7
 MJ1141'MILES NORTH OF AUDUBON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0462 ***********************************************************************
 MH0462  DESIGNATION -  KEY
 MH0462  PID         -  MH0462
 MH0462  STATE/COUNTY-  IA/BENTON
 MH0462  USGS QUAD   -  KEYSTONE SOUTH (1965)
 MH0462
 MH0462                         *CURRENT SURVEY CONTROL
 MH0462  ___________________________________________________________________
 MH0462* NAD 83(1996)-  41 57 50.17722(N)    092 12 18.91475(W)     ADJUSTED  
 MH0462* NAVD 88     -       287.2    (meters)     942.     (feet)  VERTCON   
 MH0462  ___________________________________________________________________
 MH0462  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 MH0462  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MH0462
 MH0462  HORZ ORDER  -  SECOND
 MH0462
 MH0462.The horizontal coordinates were established by classical geodetic methods
 MH0462.and adjusted by the National Geodetic Survey in May 1999..
 MH0462
 MH0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0462
 MH0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0462
 MH0462.The geoid height was determined by GEOID03.
 MH0462
 MH0462;                    North         East     Units Scale Factor Converg.
 MH0462;SPC IA N     - 1,052,354.762 1,607,329.205   MT  1.00002023   +0 52 39.0
 MH0462;UTM  15      - 4,646,077.746   565,856.342   MT  0.99965337   +0 31 53.2
 MH0462
 MH0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0462!SPC IA N     -   0.99995991  x   1.00002023  =   0.99998014
 MH0462!UTM  15      -   0.99995991  x   0.99965337  =   0.99961329
 MH0462
 MH0462|---------------------------------------------------------------------|
 MH0462| PID    Reference Object                     Distance      Geod. Az  |
 MH0462|                                                           dddmmss.s |
 MH0462| CL9655 KEY RM 1                             15.505 METERS 11434     |
 MH0462| CL9656 KEY RM 2                             11.432 METERS 23433     |
 MH0462| MH0480 MICROWAVE TOWER                     APPROX. 5.3 KM 2983618.7 |
 MH0462|---------------------------------------------------------------------|
 MH0462
 MH0462                          SUPERSEDED SURVEY CONTROL
 MH0462
 MH0462  NAD 83(1986)-  41 57 50.17830(N)    092 12 18.91506(W) AD(       ) 2
 MH0462  NAD 27      -  41 57 50.19330(N)    092 12 18.25180(W) AD(       ) 2
 MH0462  NGVD 29 (07/19/86)  287.2    (m)          942.     (f) VERT ANG       
 MH0462
 MH0462.Superseded values are not recommended for survey control.
 MH0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0462.See file dsdata.txt to determine how the superseded data were derived.
 MH0462
 MH0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG6585646078(NAD 83)
 MH0462_MARKER: DD = SURVEY DISK
 MH0462_SETTING: 0 = UNSPECIFIED SETTING
 MH0462
 MH0462  HISTORY     - Date     Condition        Report By
 MH0462  HISTORY     - 1970     MONUMENTED       USGS
 MH0462
 MH0462                          STATION DESCRIPTION
 MH0462
 MH0462'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 MH0462'THE STATION IS ABOUT 2.5 MI S. OF THE SMALL COMMUNITY OF KEYSTONE,
 MH0462'ABOUT 0.15 MI W. OF THE COR. OF SECS. 25, 26, 35 AND 36, T. 83
 MH0462'N., R. 12 W., ON A SLIGHT RISE ABOUT 0.15 MI W. OF THE JCT. OF
 MH0462'U.S. HWY. 30 AND ST. HWY. 200.
 MH0462'
 MH0462'TO REACH FROM THE SMALL COMMUNITY OF KEYSTONE, GO S. ON
 MH0462'ST. HWY. 200 FOR ABOUT 2.5 MI TO THE JCT. OF U.S. HWY. 30 AND
 MH0462'ST. HWY. 200, TURN RIGHT AND GO W. ON U.S. HWY. 30 FOR ABOUT 0.15
 MH0462'MI TO A FIELD ENTRANCE S. AND THE STATION BURIED AT THE W. EDGE
 MH0462'OF THE FIELD ENTRANCE.
 MH0462'
 MH0462'STATION MARK, STAMPED ET KEY 1970 IS 25 FT N. AND 9 FT W. CENTER
 MH0462'OF A S. RIGHT-OF-WAY FENCE GATE, 36 FT S. CENTER HWY.
 MH0462'
 MH0462'REFERENCE MARK NO. 1, STAMPED KEY NO 1 1970 IS SE. OF THE STATION,
 MH0462'4.5 FT N. AND 38 FT E. CENTER OF A S. RIGHT-OF-WAY FENCE GATE, 57
 MH0462'FT S. CENTER HWY. AND 4.5 FT N. AND 1 FT W. OF A T-FENCE S.
 MH0462'
 MH0462'REFERENCE MARK NO. 2, STAMPED KEY NO 2 1970 IS SW. OF THE STATION,
 MH0462'3 FT N. AND 40 FT W. CENTER OF A S. RIGHT-OF-WAY FENCE GATE.  58
 MH0462'FT S. CENTER HWY. AND 3.0 FT N. OF A USGS WITNESS POST.
 MH0462'
 MH0462'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 MH0462'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 MH0462'GRAVEL TO WITHIN 1 IN. OF CAP.  REFERENCE MARK 1 AND REFERENCE
 MH0462'MARK 2 ARE SET FLUSH WITH THE GROUND.  THE STATION MARK IS BURIED
 MH0462'APPROX. 6 IN. BELOW THE SURFACE.
 MH0462'
 MH0462'NO AZIMUTH MARK WAS SET.
 MH0462'
 MH0462'REFERENCE AZIMUTH USED - MICROWAVE TOWER - CENTER RED LIGHT.  POINT
 MH0462'OBSERVED WAS CENTER RED LIGHT ON TOP OF A MICROWAVE TOWER.  THE
 MH0462'TOWER IS A 3 LEGGED STRUCTURE PAINTED RED AND WHITE.  IT IS
 MH0462'LOCATED IN A CULTIVATED FIELD ON THE N. SIDE OF AN ELECTRIC
 MH0462'CO. TRANSFORMER SITE, T. 83 N., R. 12 W., ABOUT 250 FT N. AND
 MH0462'ABOUT 250 FT W. OF THE QUARTER COR. BETWEEN SECS. 20 AND 21.
 MH0462'
 MH0462'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0892 ***********************************************************************
 NL0892  DESIGNATION -  KIBBEE RESET
 NL0892  PID         -  NL0892
 NL0892  STATE/COUNTY-  IA/PALO ALTO
 NL0892  USGS QUAD   -  RUSH LAKE EAST (1971)
 NL0892
 NL0892                         *CURRENT SURVEY CONTROL
 NL0892  ___________________________________________________________________
 NL0892* NAD 83(1996)-  42 59 00.29138(N)    094 49 12.08580(W)     ADJUSTED  
 NL0892* NAVD 88     -       419.     (meters)    1375.     (feet)  SCALED    
 NL0892  ___________________________________________________________________
 NL0892  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 NL0892  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 NL0892
 NL0892  HORZ ORDER  -  FIRST
 NL0892
 NL0892.The horizontal coordinates were established by classical geodetic methods
 NL0892.and adjusted by the National Geodetic Survey in May 1999..
 NL0892
 NL0892.The orthometric height was scaled from a topographic map.
 NL0892
 NL0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0892
 NL0892.The geoid height was determined by GEOID03.
 NL0892
 NL0892;                    North         East     Units Scale Factor Converg.
 NL0892;SPC IA N     - 1,165,615.259 1,392,343.658   MT  0.99996052   -0 53 40.7
 NL0892;UTM  15      - 4,760,580.109   351,611.163   MT  0.99987089   -1 14 27.9
 NL0892
 NL0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0892!SPC IA N     -   0.99993879  x   0.99996052  =   0.99989931
 NL0892!UTM  15      -   0.99993879  x   0.99987089  =   0.99980969
 NL0892
 NL0892:                Primary Azimuth Mark                     Grid Az
 NL0892:SPC IA N     -  WHITTEMORE MUNICIPAL TANK                075 23 45.9
 NL0892:UTM  15      -  WHITTEMORE MUNICIPAL TANK                075 44 33.1
 NL0892
 NL0892|---------------------------------------------------------------------|
 NL0892| PID    Reference Object                     Distance      Geod. Az  |
 NL0892|                                                           dddmmss.s |
 NL0892| OP1019 WHITTEMORE MUNICIPAL TANK           APPROX.33.7 KM 0743005.2 |
 NL0892| NL0749 WEST BEND ST PETER AND PAUL CH      APPROX.30.6 KM 0940439.2 |
 NL0892| NL0748 WEST BEND MUNICIPAL TANK            APPROX.30.7 KM 0943525.1 |
 NL0892| CI5823 KIBBEE RM 1                          30.797 METERS 09901     |
 NL0892| NL0862 MALLARD MUNICIPAL TANK              APPROX.12.0 KM 1151000.7 |
 NL0892| NL0859 PLOVER MUNICIPAL TANK               APPROX.19.8 KM 1255528.9 |
 NL0892| CI5825 KIBBEE RM 3                         127.468 METERS 14141     |
 NL0892| NL0861 HAVELOCK MUNICIPAL TANK             APPROX.19.3 KM 1502353.8 |
 NL0892| CI5826 KIBBEE RM 4                         101.895 METERS 16741     |
 NL0892| CI5824 KIBBEE RM 2                          26.795 METERS 18428     |
 NL0892| NL0895 LAURENS WOOD MUNICIPAL TANK         APPROX.15.1 KM 1893729.5 |
 NL0892| NL0894 LAURENS STEEL MUNICIPAL TANK        APPROX.15.1 KM 1893803.0 |
 NL0892| NL0897 MARATHON MUNICIPAL TANK             APPROX.19.0 KM 2243201.4 |
 NL0892| CI5822 KIBBEE AZ MK                                       2491659.9 |
 NL0892| OP1045 AYRSHIRE MUNICIPAL TANK             APPROX. 6.2 KM 3503210.5 |
 NL0892|---------------------------------------------------------------------|
 NL0892
 NL0892                          SUPERSEDED SURVEY CONTROL
 NL0892
 NL0892  NAD 83(1996)-  42 59 00.29132(N)    094 49 12.08576(W) AD(       ) 1
 NL0892  NAD 83(1986)-  42 59 00.28650(N)    094 49 12.07738(W) AD(       ) 1
 NL0892  NAD 27      -  42 59 00.39600(N)    094 49 11.13800(W) AD(       ) 1
 NL0892
 NL0892.Superseded values are not recommended for survey control.
 NL0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0892.See file dsdata.txt to determine how the superseded data were derived.
 NL0892
 NL0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH5161160580(NAD 83)
 NL0892_MARKER: DS = TRIANGULATION STATION DISK
 NL0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0892
 NL0892  HISTORY     - Date     Condition        Report By
 NL0892  HISTORY     - 1934     MONUMENTED       CGS
 NL0892  HISTORY     - 1958     GOOD             CGS
 NL0892
 NL0892                          STATION DESCRIPTION
 NL0892
 NL0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0892'THIS STATION IS ABOUT 4 MILES SSE OF AYRSHIRE, ABOUT 4 MILES
 NL0892'W OF CURLEW, ABOUT 11-1/2 MILES SW OF EMMETSBURG, ABOUT 0.15
 NL0892'MILE NW OF BOOTH TOWNSHIP SCHOOL NO. 1, IN SE 1/4 SECTION 2,
 NL0892'T 94 N, R 34 W, ON LAND OWNED AND OCCUPIED BY JACK KIBBIE, ABOUT
 NL0892'250 FEET NW OF MR. KIBBIES HOUSE, AT W EDGE OF THE MAPLE
 NL0892'WINDBREAK, ON THE HIGHEST POINT OF SLIGHT KNOLL, 2 FEET E OF THE
 NL0892'WIRE FENCE THAT ENCLOSES THE WINDBREAK ON THE W, ABOUT
 NL0892'100 FEET S OF THE NW CORNER OF THE WINDBREAK, 25 FEET W OF A
 NL0892'20-INCH MAPLE, 40 FEET N OF A 15-INCH MAPLE THAT STANDS ON
 NL0892'THE FENCE LINE, 19 FEET NNW OF A 12-INCH MAPLE, AND THE MARK
 NL0892'PROJECTS 12 INCHES.
 NL0892'
 NL0892'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0892'BRONZE DISKS SET IN CONCRETE.
 NL0892'
 NL0892'REFERENCE MARK NO. 1 IS E OF STATION, 8 FEET SE OF A 10-INCH
 NL0892'MAPLE, 7 FEET SW OF A 12-INCH MAPLE, ABOUT 200 FEET NNW OF THE
 NL0892'HOUSE, AND THE MARK PROJECTS 14 INCHES.
 NL0892'
 NL0892'REFERENCE MARK NO. 2 IS S OF STATION, AT W EDGE OF THE WINDBREAK,
 NL0892'5 FEET E OF THE WIRE FENCE, 5 FEET NNW OF A 15-INCH MAPLE,
 NL0892'128.57 FEET SW OF REFERENCE MARK NO. 1, AND MARK PROJECTS 12
 NL0892'INCHES.
 NL0892'
 NL0892'AZIMUTH MARK IS WSW OF STATION, 0.15 MILE S OF CROSSROADS.
 NL0892'30 FEET W OF CENTER LINE OF THE ROAD, 33 FEET S OF A TELEPHONE
 NL0892'POLE, AND MARK PROJECTS 12 INCHES.
 NL0892'
 NL0892'TO REACH FROM THE TRAFFIC LIGHT IN EMMETSBURG, GO S ON STATE
 NL0892'HIGHWAY 17, 8.9 MILES TO GRAVEL CROSSROADS, THEN W ON GRAVEL
 NL0892'7.0 MILES TO CROSSROADS AT THE BOOTH TOWNSHIP SCHOOL NO. 1.
 NL0892'CONTINUE W 0.1 MILE TO MR. KIBBIES BARN.  FROM HERE FOLLOW FARM
 NL0892'LANE W 50 YARDS THROUGH BOARD GATE.  THEN N ALONG W EDGE OF
 NL0892'WIND-BREAK ABOUT 95 YARDS TO THE STATION.
 NL0892'
 NL0892'ALL LIGHTS COME INTO VISION AT 55 FEET.
 NL0892'
 NL0892'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 NL0892
 NL0892                          STATION RECOVERY (1958)
 NL0892
 NL0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 NL0892'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NL0892'IN GOOD CONDITION EXCEPT THAT THE TREES WHICH SERVED AS A
 NL0892'WINDBREAK ARE GONE AND THE LANDOWNERS WISH TO FARM THE GROUND.
 NL0892'THE STATION WAS LOWERED IN PLACE AND BOTH REFERENCE MARKS WERE
 NL0892'MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 NL0892'
 NL0892'STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF EMMETSBURG, 4
 NL0892'MILES SOUTH-SOUTHEAST OF AYRSHIRE, AND 4 MILES WEST OF CURLEW
 NL0892'IN THE SOUTHEAST 1/4 OF SEC. 2, T 94 N, R 34 W ON LAND OWNED
 NL0892'AND FARMED BY RICHARD AND EMMETT KIBBIE, ON A SLIGHT KNOLL
 NL0892'UNDER CULTIVATION, AND 370 FEET NORTH-NORTHWEST OF THE NORTHWEST
 NL0892'CORNER OF LIVESTOCK AND MACHINE SHED COVERED WITH METAL
 NL0892'SHEETING.  THE MARK IS 18 INCHES BELOW THE SURFACE OF THE
 NL0892'GROUND AND THE DISK IS STAMPED KIBBEE 1934.
 NL0892'
 NL0892'REFERENCE MARK NO. 3 IS SOUTHEAST OF THE STATION, 122 FEET
 NL0892'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE NORTH CORN CRIB,
 NL0892'85 FEET NORTHEAST OF THE NORTHEAST CORNER OF LIVESTOCK AND
 NL0892'MACHINE SHED, AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 NL0892'6 INCHES AND THE DISK IS STAMPED KIBBEE NO 3 1934.
 NL0892'
 NL0892'REFERENCE MARK NO. 4 IS SOUTH-SOUTHEAST OF THE STATION, 38 FEET
 NL0892'NORTH OF THE NORTHWEST CORNER OF LIVESTOCK AND MACHINE SHED, 13
 NL0892'FEET SOUTH OF FENCE CORNER, AND 1 FOOT WEST OF CONCRETE FOUNDATION.
 NL0892'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED KIBBEE NO
 NL0892'4 1934.
 NL0892'
 NL0892'AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 36 FEET WEST
 NL0892'OF THE CENTER OF GRAVEL ROAD, 18 FEET SOUTH OF THE CENTER OF FIELD
 NL0892'ENTRANCE, 10 FEET SOUTH-SOUTHEAST OF A SOUTH GATE POST, AND 4
 NL0892'FEET EAST OF FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 NL0892'DISK IS STAMPED KIBBEE 1934 AZIMUTH.
 NL0892'
 NL0892'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 314
 NL0892'AND THE MAIN STREET IN AYRSHIRE, GO SOUTH ON PAVED ROAD FOR
 NL0892'2.0 MILES.  PAVEMENT ENDS.  CONTINUE SOUTH ON GRAVEL ROAD FOR
 NL0892'2.0 MILES TO CROSSROADS.  (AZIMUTH MARK IS 0.15 MILE SOUTH OF
 NL0892'THIS CROSSROAD ON THE WEST SIDE OF ROAD.) TURN LEFT AND GO
 NL0892'EAST ON GRADED ROAD FOR 0.85 MILE TO ENTRANCE TO FARM BUILDINGS
 NL0892'ON THE LEFT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0629 ***********************************************************************
 MH0629  DESIGNATION -  KIMBERLEY
 MH0629  PID         -  MH0629
 MH0629  STATE/COUNTY-  IA/JASPER
 MH0629  USGS QUAD   -  MINGO (1975)
 MH0629
 MH0629                         *CURRENT SURVEY CONTROL
 MH0629  ___________________________________________________________________
 MH0629* NAD 83(1996)-  41 50 38.33299(N)    093 18 30.87465(W)     ADJUSTED  
 MH0629* NAVD 88     -       300.3    (meters)     985.     (feet)  VERTCON   
 MH0629  ___________________________________________________________________
 MH0629  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 MH0629  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 MH0629
 MH0629  HORZ ORDER  -  FIRST
 MH0629
 MH0629.The horizontal coordinates were established by classical geodetic methods
 MH0629.and adjusted by the National Geodetic Survey in May 1999..
 MH0629
 MH0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0629
 MH0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0629
 MH0629.The geoid height was determined by GEOID03.
 MH0629
 MH0629;                    North         East     Units Scale Factor Converg.
 MH0629;SPC IA S     -   204,796.686   515,898.449   MT  1.00001133   +0 07 33.9
 MH0629;SPC IA N     - 1,038,226.639 1,515,899.029   MT  1.00004787   +0 07 47.1
 MH0629;UTM  15      - 4,632,499.913   474,382.101   MT  0.99960808   -0 12 21.1
 MH0629
 MH0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0629!SPC IA S     -   0.99995782  x   1.00001133  =   0.99996915
 MH0629!SPC IA N     -   0.99995782  x   1.00004787  =   1.00000569
 MH0629!UTM  15      -   0.99995782  x   0.99960808  =   0.99956592
 MH0629
 MH0629:                Primary Azimuth Mark                     Grid Az
 MH0629:SPC IA S     -  COLLINS ATT MWV TWR KAA 85               054 32 42.6
 MH0629:SPC IA N     -  COLLINS ATT MWV TWR KAA 85               054 32 29.4
 MH0629:UTM  15      -  COLLINS ATT MWV TWR KAA 85               054 52 37.6
 MH0629
 MH0629|---------------------------------------------------------------------|
 MH0629| PID    Reference Object                     Distance      Geod. Az  |
 MH0629|                                                           dddmmss.s |
 MH0629| MH0609 COLLINS ATT MWV TWR KAA 85          APPROX. 6.9 KM 0544016.5 |
 MH0629| MH0628 KIMBERLEY RM A                       26.507 METERS 17205     |
 MH0629| CL9663 KIMBERLEY AZ MK                                    1830521.5 |
 MH0629| MH0624 MITCHELLVILLE WHO AM FM TV MST      APPROX.21.5 KM 1892052.9 |
 MH0629| CL9664 KIMBERLEY RM 1                       32.690 METERS 23948     |
 MH0629| CL9665 KIMBERLEY RM 2                       22.429 METERS 33332     |
 MH0629|---------------------------------------------------------------------|
 MH0629
 MH0629                          SUPERSEDED SURVEY CONTROL
 MH0629
 MH0629  NAD 83(1986)-  41 50 38.33582(N)    093 18 30.87927(W) AD(       ) 1
 MH0629  NAD 27      -  41 50 38.37678(N)    093 18 30.13081(W) AD(       ) 1
 MH0629  NGVD 29 (07/19/86)  300.3    (m)          985.     (f) VERT ANG       
 MH0629
 MH0629.Superseded values are not recommended for survey control.
 MH0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0629.See file dsdata.txt to determine how the superseded data were derived.
 MH0629
 MH0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG7438232500(NAD 83)
 MH0629_MARKER: DS = TRIANGULATION STATION DISK
 MH0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0629
 MH0629  HISTORY     - Date     Condition        Report By
 MH0629  HISTORY     - 1969     MONUMENTED       CGS
 MH0629
 MH0629                          STATION DESCRIPTION
 MH0629
 MH0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JRS)
 MH0629'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH AND 1-1/2 MILES
 MH0629'WEST OF MINGO, ON THE EAST SIDE OF U.S. HIGHWAY 65, AT THE WEST
 MH0629'CENTRAL EDGE OF SECTION 9, T81N, R21W (CLEAR CREEK TOWNSHIP) AND
 MH0629'ON THE PROPERTY OF MR. JAMES KIMBERLEY.
 MH0629'
 MH0629'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 MH0629'STATE HIGHWAYS 117 AND 330 WHICH IS ABOUT FOUR MILES
 MH0629'NORTH-NORTHWEST OF MINGO, GO NORTH ON U.S. HIGHWAY 65 FOR 1.4
 MH0629'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON
 MH0629'THE HIGHWAY FOR 1.05 MILES TO THE TOP OF A SMALL HILL AND
 MH0629'MR. KIMBERLEYS FARM HOUSE ON THE RIGHT.  TURN RIGHT AND GO
 MH0629'EAST ON DRIVEWAY FOR ABOUT 100 YARDS TO A GARAGE AND THE
 MH0629'STATION AS DESCRIBED.
 MH0629'
 MH0629'THE STATION MARK IS A STANDARD DISK STAMPED, KIMBERLEY 1969,
 MH0629'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MH0629'IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 52 FEET SOUTHWEST
 MH0629'OF A FENCE CORNER, 37 FEET NORTH OF A FENCE CORNER AND 18 FEET
 MH0629'EAST OF THE SOUTHEAST CORNER OF THE GARAGE.
 MH0629'
 MH0629'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, KIMBERLEY NO 1
 MH0629'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 MH0629'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 72 FEET
 MH0629'SOUTHWEST OF THE SOUTHWEST CORNER OF THE GARAGE, 26 FEET
 MH0629'NORTHEAST OF A 20-INCH ELM TREE AND 3 FEET NORTHWEST OF A
 MH0629'CONCRETE BLOCK SILO.
 MH0629'
 MH0629'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, KIMBERLEY NO 2
 MH0629'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MH0629'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 63 FEET
 MH0629'EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 49 FEET NORTH OF THE
 MH0629'NORTHWEST CORNER OF THE GARAGE AND 32 FEET NORTHWEST OF THE
 MH0629'NORTHWEST CORNER OF A SMALL BUILDING.
 MH0629'
 MH0629'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KIMBERLEY 1969, SET
 MH0629'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MH0629'PROJECTS 1-INCH.  IT IS 58 FEET WEST OF THE CENTER OF U.S.
 MH0629'HIGHWAY 65, 9 FEET NORTH OF A POWERLINE POLE, 2 FEET NORTHEAST
 MH0629'OF A METAL WITNESS POST WITH SIGN ATTACHED AND 0.8 FOOT EAST
 MH0629'OF A NORTH-SOUTH FENCE LINE.
 MH0629'
 MH0629'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 MH0629'
 MH0629'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0628 ***********************************************************************
 MH0628  DESIGNATION -  KIMBERLEY RM A
 MH0628  PID         -  MH0628
 MH0628  STATE/COUNTY-  IA/JASPER
 MH0628  USGS QUAD   -  MINGO (1975)
 MH0628
 MH0628                         *CURRENT SURVEY CONTROL
 MH0628  ___________________________________________________________________
 MH0628* NAD 83(1996)-  41 50 37.48201(N)    093 18 30.71651(W)     ADJUSTED  
 MH0628* NAVD 88     -       298.8    (meters)     980.     (feet)  VERTCON   
 MH0628  ___________________________________________________________________
 MH0628  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 MH0628  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 MH0628
 MH0628  HORZ ORDER  -  FIRST
 MH0628
 MH0628.The horizontal coordinates were established by classical geodetic methods
 MH0628.and adjusted by the National Geodetic Survey in May 1999..
 MH0628
 MH0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0628
 MH0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0628
 MH0628.The geoid height was determined by GEOID03.
 MH0628
 MH0628;                    North         East     Units Scale Factor Converg.
 MH0628;SPC IA S     -   204,770.439   515,902.155   MT  1.00001129   +0 07 34.0
 MH0628;SPC IA N     - 1,038,200.391 1,515,902.737   MT  1.00004793   +0 07 47.2
 MH0628;UTM  15      - 4,632,473.655   474,385.654   MT  0.99960807   -0 12 21.0
 MH0628
 MH0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0628!SPC IA S     -   0.99995805  x   1.00001129  =   0.99996934
 MH0628!SPC IA N     -   0.99995805  x   1.00004793  =   1.00000598
 MH0628!UTM  15      -   0.99995805  x   0.99960807  =   0.99956614
 MH0628
 MH0628:                Primary Azimuth Mark                     Grid Az
 MH0628:SPC IA S     -  COLLINS ATT MWV TWR KAA 85               054 20 57.5
 MH0628:SPC IA N     -  COLLINS ATT MWV TWR KAA 85               054 20 44.3
 MH0628:UTM  15      -  COLLINS ATT MWV TWR KAA 85               054 40 52.5
 MH0628
 MH0628|---------------------------------------------------------------------|
 MH0628| PID    Reference Object                     Distance      Geod. Az  |
 MH0628|                                                           dddmmss.s |
 MH0628| MH0609 COLLINS ATT MWV TWR KAA 85          APPROX. 6.9 KM 0542831.5 |
 MH0628| MH0606 BAXTER                              APPROX.13.1 KM 0871806.3 |
 MH0628| MH0624 MITCHELLVILLE WHO AM FM TV MST      APPROX.21.5 KM 1892208.5 |
 MH0628| MH0631 MAXWELL MUN WATER TANK              APPROX. 9.0 KM 3022814.8 |
 MH0628| MH0629 KIMBERLEY                            26.507 METERS 35205     |
 MH0628|---------------------------------------------------------------------|
 MH0628
 MH0628                          SUPERSEDED SURVEY CONTROL
 MH0628
 MH0628  NAD 83(1986)-  41 50 37.48466(N)    093 18 30.72109(W) AD(       ) 1
 MH0628  NAD 27      -  41 50 37.52583(N)    093 18 29.97268(W) AD(       ) 1
 MH0628  NGVD 29 (07/19/86)  298.8    (m)          980.     (f) VERT ANG       
 MH0628
 MH0628.Superseded values are not recommended for survey control.
 MH0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0628.See file dsdata.txt to determine how the superseded data were derived.
 MH0628
 MH0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG7438632474(NAD 83)
 MH0628_MARKER: DS = TRIANGULATION STATION DISK
 MH0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0628+STABILITY: SURFACE MOTION
 MH0628
 MH0628  HISTORY     - Date     Condition        Report By
 MH0628  HISTORY     - 1969     MONUMENTED       CGS
 MH0628
 MH0628                          STATION DESCRIPTION
 MH0628
 MH0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JRS)
 MH0628'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH AND 1-1/2 MILES
 MH0628'WEST OF MINGO, ON THE EAST SIDE OF U.S. HIGHWAY 65, AT THE WEST
 MH0628'CENTRAL EDGE OF SECTION 9, T81N, R21W (CLEAR CREEK TOWNSHIP) AND
 MH0628'ON THE PROPERTY OF MR. JAMES KIMBERLEY.
 MH0628'
 MH0628'THE STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK
 MH0628'STAMPED KIMBERLEY RM A 1969, SET IN THE TOP OF A ROUND CONCRETE
 MH0628'MONUMENT THAT IS 12 INCHES IN DIAMETER AND IS 18 INCHES BELOW THE
 MH0628'GROUND SURFACE.  IT IS 46.5 FEET NORTHEAST OF THE NORTHEAST
 MH0628'CORNER OF A METAL BUILDING, 23 FEET EAST OF THE NORTH GATE POST
 MH0628'AND 20 FEET EAST OF A FENCE.
 MH0628'
 MH0628'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 MH0628'KIMBERLEY 1969 AND THE DISTANCE, REDUCED TO SEA LEVEL AND THE
 MH0628'DIRECTION ARE NOTED BELOW.
 MH0628'
 MH0628'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 MH0628'TRIANGULATION STATION KIMBERLEY 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0815 ***********************************************************************
 NJ0815  DESIGNATION -  KING
 NJ0815  PID         -  NJ0815
 NJ0815  STATE/COUNTY-  IA/FAYETTE
 NJ0815  USGS QUAD   -  STANLEY (1981)
 NJ0815
 NJ0815                         *CURRENT SURVEY CONTROL
 NJ0815  ___________________________________________________________________
 NJ0815* NAD 83(1996)-  42 40 31.56365(N)    091 51 51.19832(W)     ADJUSTED  
 NJ0815* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 NJ0815  ___________________________________________________________________
 NJ0815  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 NJ0815  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 NJ0815
 NJ0815  HORZ ORDER  -  FIRST
 NJ0815
 NJ0815.The horizontal coordinates were established by classical geodetic methods
 NJ0815.and adjusted by the National Geodetic Survey in May 1999..
 NJ0815
 NJ0815.The orthometric height was scaled from a topographic map.
 NJ0815
 NJ0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0815
 NJ0815.The geoid height was determined by GEOID03.
 NJ0815
 NJ0815;                    North         East     Units Scale Factor Converg.
 NJ0815;SPC IA N     - 1,131,860.231 1,634,067.153   MT  0.99994538   +1 06 31.1
 NJ0815;UTM  15      - 4,725,398.634   593,061.690   MT  0.99970655   +0 46 11.8
 NJ0815
 NJ0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0815!SPC IA N     -   0.99994632  x   0.99994538  =   0.99989170
 NJ0815!UTM  15      -   0.99994632  x   0.99970655  =   0.99965289
 NJ0815
 NJ0815|---------------------------------------------------------------------|
 NJ0815| PID    Reference Object                     Distance      Geod. Az  |
 NJ0815|                                                           dddmmss.s |
 NJ0815| CI5828 KING RM 1                            44.541 METERS 03502     |
 NJ0815| CI5829 KING RM 2                            32.096 METERS 12755     |
 NJ0815| CI5827 KING AZ MK                                         1460206.2 |
 NJ0815| NK0480 FAIRBANK MUNICIPAL TANK             APPROX.15.7 KM 2552145.4 |
 NJ0815| NJ0823 OELWEIN SACRED HEART CATH CH        APPROX. 4.1 KM 2613235.2 |
 NJ0815| NJ0820 OELWEIN INTERSTATE PWR CO STK       APPROX. 4.0 KM 2670107.9 |
 NJ0815| NJ0824 OELWEIN CGW RR SHOPS TANK           APPROX. 4.3 KM 2692449.5 |
 NJ0815| NJ0825 OELWEIN CGW RR SHOPS STACK          APPROX. 4.4 KM 2720859.2 |
 NJ0815| NJ0821 OELWEIN ZION EVAN LUTH CH           APPROX. 3.6 KM 2740513.4 |
 NJ0815| NK0485 ST MATTHEWS LUTHERAN CH SPIRE       APPROX.30.2 KM 2783134.2 |
 NJ0815| NJ0826 OELWEIN CGW RR ROUNDHOUSE STK       APPROX. 5.2 KM 2783543.8 |
 NJ0815| NJ0843 WESTGATE MUNICIPAL TANK             APPROX.14.9 KM 3135440.4 |
 NJ0815| NJ0845 MAYNARD MUNICIPAL TANK              APPROX.10.9 KM 3530030.8 |
 NJ0815|---------------------------------------------------------------------|
 NJ0815
 NJ0815                          SUPERSEDED SURVEY CONTROL
 NJ0815
 NJ0815  NAD 83(1996)-  42 40 31.56320(N)    091 51 51.19758(W) AD(       ) 1
 NJ0815  NAD 83(1986)-  42 40 31.55397(N)    091 51 51.19909(W) AD(       ) 1
 NJ0815  NAD 27      -  42 40 31.61860(N)    091 51 50.59080(W) AD(       ) 1
 NJ0815
 NJ0815.Superseded values are not recommended for survey control.
 NJ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0815.See file dsdata.txt to determine how the superseded data were derived.
 NJ0815
 NJ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9306225399(NAD 83)
 NJ0815_MARKER: DS = TRIANGULATION STATION DISK
 NJ0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NJ0815
 NJ0815  HISTORY     - Date     Condition        Report By
 NJ0815  HISTORY     - 1934     MONUMENTED       CGS
 NJ0815  HISTORY     - 1935     GOOD             CGS
 NJ0815
 NJ0815                          STATION DESCRIPTION
 NJ0815
 NJ0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0815'THIS STATION IS ABOUT 2-1/4 MILES E OF OELWEIN, IN THE SE
 NJ0815'1/4 SEC. 23, T 91 N, R 9 W, ON LAND OWNED AND OCCUPIED BY
 NJ0815'JOHN G. KING.  THE STATION MARK IS IN THE SE CORNER OF ORCHARD
 NJ0815'LOT, ABOUT 155 FEET SSE OF MR. KINGS HOUSE, 25 FEET W OF
 NJ0815'FENCE LINE, 25 FEET N OF FENCE LINE, 55 FEET W OF THE CENTER
 NJ0815'LINE OF ROAD, 61 FEET NNW OF A VERY LARGE WILLOW TREE, AND
 NJ0815'IS BELOW THE SURFACE 12 INCHES.
 NJ0815'
 NJ0815'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NJ0815'BRONZE DISKS SET IN CONCRETE.
 NJ0815'
 NJ0815'REFERENCE MARK NO. 1 IS NE OF THE STATION, 30 FEET E OF CENTER
 NJ0815'LINE OF ROAD, 1 FOOT W OF FENCE LINE, AND PROJECTS 8 INCHES.
 NJ0815'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 184.46 FEET.
 NJ0815'REFERENCE MARK NO. 2 IS ESE OF THE STATION, 30 FEET E OF
 NJ0815'CENTER LINE OF ROAD, 1 FOOT W OF FENCE LINE, AND PROJECTS
 NJ0815'6 INCHES.
 NJ0815'
 NJ0815'THE AZIMUTH MARK IS SE OF THE STATION, 0.15 MILE E OF T-INTERSECTION
 NJ0815'WHICH IS 0.2 MILE S OF THE STATION, 27 FEET N OF CENTER LINE
 NJ0815'OF ROAD, 2 FEET S OF FENCE LINE, AND PROJECTS 8 INCHES.
 NJ0815'
 NJ0815'TO REACH FROM OELWEIN, GO E ON IOWA 10, FROM THE CENTER OF
 NJ0815'TOWN, FOR 2.5 MILES TO CROSSROADS, THENCE S 0.3 MILE TO
 NJ0815'KINGS FARMHOUSE ON THE W SIDE OF ROAD AND STATION.
 NJ0815'
 NJ0815'A 100-FOOT SIGNAL AT FAIRBANK COMES INTO VIEW AT 35 FEET,
 NJ0815'74-FOOT SIGNAL AT OELWEIN COMES INTO VIEW AT 25 FEET, 87-FOOT
 NJ0815'SIGNAL AT HOTH COMES INTO VIEW AT 35 FEET, 87-FOOT SIGNAL
 NJ0815'AT WESTGATE COMES INTO VIEW AT 55 FEET, 87-FOOT SIGNAL AT
 NJ0815'FENNER COMES INTO VIEW AT 45 FEET, 100-FOOT SIGNAL AT JESUP
 NJ0815'IS VISIBLE FROM THE GROUND.
 NJ0815
 NJ0815                          STATION RECOVERY (1935)
 NJ0815
 NJ0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0815'STATION AND MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED
 NJ0815'EXCEPT THAT REFERENCE MARK NO. 2 WAS DISTURBED BY GRADING
 NJ0815'OPERATIONS, SO IT HAD TO BE RESET.  ALSO THE VERY LARGE
 NJ0815'WILLOW TREE MENTIONED IN THE DESCRIPTION HAS BEEN CUT DOWN,
 NJ0815'AND THE W RIGHT-OF-WAY FENCE HAS BEEN MOVED 6 FEET CLOSER
 NJ0815'TO THE STATION.  A NEW DESCRIPTION FOLLOWS--
 NJ0815'
 NJ0815'THIS STATION IS ABOUT 2-1/4 MILES E OF OELWEIN, IN THE SE
 NJ0815'1/4, SEC. 23, T 91 N, R 9 W, ON LAND OWNED AND OCCUPIED BY
 NJ0815'JOHN G. KING.  THE MARK IS IN THE SE CORNER OF ORCHARD LOT,
 NJ0815'152 FEET SSE OF THE SE CORNER OF THE MAIN PART OF THE HOUSE,
 NJ0815'19 FEET W OF FENCE LINE, 25 FEET N OF FENCE LINE, 55 FEET
 NJ0815'W OF THE CENTER LINE OF ROAD, AND IS SET 12 INCHES UNDERGROUND.
 NJ0815'
 NJ0815'REFERENCE MARK NO. 1 IS NE OF THE STATION, 30 FEET E OF THE
 NJ0815'CENTER LINE OF THE ROAD, 1 FOOT W OF FENCE LINE, 12 FEET S
 NJ0815'OF THE RANGE OF THE S SIDE OF THE HOUSE, 184.41 FEET N
 NJ0815'OF REFERENCE MARK NO. 2, AND PROJECTS 8 INCHES.  REFERENCE
 NJ0815'MARK NO. 2, WHICH WAS RESET IS IN APPROXIMATELY THE SAME
 NJ0815'POSITION AS BEFORE.  IT IS 30 FEET E OF THE CENTER LINE OF
 NJ0815'THE ROAD, 1 FOOT W OF FENCE LINE, AND PROJECTS 6 INCHES.
 NJ0815'
 NJ0815'THE AZIMUTH MARK IS SE OF THE STATION, 0.15 MILE E OF THE
 NJ0815'T-INTERSECTION WHICH IS 0.2 MILE S OF THE STATION, 27 FEET
 NJ0815'N OF THE CENTER LINE OF THE ROAD, 2 FEET S OF FENCE LINE, AND
 NJ0815'PROJECTS 8 INCHES.
 NJ0815'
 NJ0815'TO REACH FROM THE CENTER OF OELWEIN, GO E ON ROUTE I 10 2.5
 NJ0815'MILES, TURN S, GO 0.3 MILE TO THE STATION.
 NJ0815'
 NJ0815'A LIGHT 100 FEET ABOVE SCHUG COMES INTO VIEW 37 FEET ABOVE
 NJ0815'THIS STATION.
 NJ0815'
 NJ0815'LIGHTS 110 FEET ABOVE MACHINE AND 87 FEET ABOVE CENTENARY
 NJ0815'COMES INTO VIEW AT 25 FEET ABOVE THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0497 ***********************************************************************
 NL0497  DESIGNATION -  KINGSLEY
 NL0497  PID         -  NL0497
 NL0497  STATE/COUNTY-  IA/PLYMOUTH
 NL0497  USGS QUAD   -  KINGSLEY (1969)
 NL0497
 NL0497                         *CURRENT SURVEY CONTROL
 NL0497  ___________________________________________________________________
 NL0497* NAD 83(1986)-  42 35 15.     (N)    095 58 20.     (W)     SCALED    
 NL0497* NAVD 88     -       382.750  (meters)    1255.74   (feet)  ADJUSTED  
 NL0497  ___________________________________________________________________
 NL0497  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 NL0497  DYNAMIC HT  -         382.622 (meters)    1255.32  (feet)  COMP
 NL0497  MODELED GRAV-     980,276.5   (mgal)                       NAVD 88
 NL0497
 NL0497  VERT ORDER  -  FIRST     CLASS II
 NL0497
 NL0497.The horizontal coordinates were scaled from a topographic map and have
 NL0497.an estimated accuracy of +/- 6 seconds.
 NL0497
 NL0497.The orthometric height was determined by differential leveling
 NL0497.and adjusted by the National Geodetic Survey in June 1991..
 NL0497
 NL0497.The geoid height was determined by GEOID03.
 NL0497
 NL0497.The dynamic height is computed by dividing the NAVD 88
 NL0497.geopotential number by the normal gravity value computed on the
 NL0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0497.degrees latitude (g = 980.6199 gals.).
 NL0497
 NL0497.The modeled gravity was interpolated from observed gravity values.
 NL0497
 NL0497;                    North         East    Units  Estimated Accuracy
 NL0497;SPC IA N     - 1,123,760.    1,297,110.      MT  (+/- 180 meters Scaled)
 NL0497
 NL0497                          SUPERSEDED SURVEY CONTROL
 NL0497
 NL0497  NGVD 29 (??/??/92)  382.597  (m)         1255.24   (f) ADJ UNCH    1 2
 NL0497
 NL0497.Superseded values are not recommended for survey control.
 NL0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0497.See file dsdata.txt to determine how the superseded data were derived.
 NL0497
 NL0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH561192(NAD 83)
 NL0497_MARKER: DB = BENCH MARK DISK
 NL0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0497_STAMPING: 1255.237 KINGSLEY 1933
 NL0497_MARK LOGO: CGS   
 NL0497_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0497+STABILITY: SURFACE MOTION
 NL0497
 NL0497  HISTORY     - Date     Condition        Report By
 NL0497  HISTORY     - 1933     MONUMENTED       CGS
 NL0497  HISTORY     - 1934     GOOD             NGS
 NL0497  HISTORY     - 1966     GOOD             NGS
 NL0497  HISTORY     - 20000404 GOOD             AERSVC
 NL0497
 NL0497                          STATION DESCRIPTION
 NL0497
 NL0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0497'IN KINGSLEY.
 NL0497'IN THE WEST PART OF KINGSLEY, PLYMOUTH COUNTY, AT THE CITY
 NL0497'PARK, 227 FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST
 NL0497'STREET, 75.6 FEET WEST OF THE CENTERLINE OF A NORTH-AND-SOUTH
 NL0497'STREET, 19.4 FEET NORTH OF A 10-INCH ELM TREE, 18.4 FEET SOUTH
 NL0497'OF A 12-INCH BOX-ELDER TREE, AND IN LINE WITH THE THIRD ROW OF
 NL0497'ELM TREES FROM THE EAST SIDE OF THE PARK.  A STANDARD DISK,
 NL0497'STAMPED 1255.237 KINGSLEY 1933 AND SET IN THE TOP OF A CONCRETE
 NL0497'POST.
 NL0497
 NL0497                          STATION RECOVERY (1966)
 NL0497
 NL0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NL0497'RECOVERED IN GOOD CONDITION.
 NL0497
 NL0497                          STATION RECOVERY (2000)
 NL0497
 NL0497'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0497'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0900 ***********************************************************************
 NL0900  DESIGNATION -  KINGSLEY
 NL0900  PID         -  NL0900
 NL0900  STATE/COUNTY-  IA/WOODBURY
 NL0900  USGS QUAD   -  KINGSLEY (1969)
 NL0900
 NL0900                         *CURRENT SURVEY CONTROL
 NL0900  ___________________________________________________________________
 NL0900* NAD 83(1996)-  42 32 37.56400(N)    095 59 41.39903(W)     ADJUSTED  
 NL0900* NAVD 88     -       436.28   (+/-2cm)    1431.4    (feet)  VERTCON   
 NL0900  ___________________________________________________________________
 NL0900  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 NL0900  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 NL0900
 NL0900  HORZ ORDER  -  SECOND
 NL0900  VERT ORDER  -  THIRD ? (See Below)
 NL0900
 NL0900.The horizontal coordinates were established by classical geodetic methods
 NL0900.and adjusted by the National Geodetic Survey in May 1999..
 NL0900
 NL0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0900.The vertical order pertains to the NGVD 29 superseded value.
 NL0900
 NL0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0900
 NL0900.The geoid height was determined by GEOID03.
 NL0900
 NL0900;                    North         East     Units Scale Factor Converg.
 NL0900;SPC IA N     - 1,118,961.190 1,295,110.732   MT  0.99994769   -1 41 27.1
 NL0900;UTM  15      - 4,714,500.637   254,088.073   MT  1.00034408   -2 01 33.5
 NL0900;UTM  14      - 4,714,530.708   746,760.531   MT  1.00034923   +2 01 58.7
 NL0900
 NL0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0900!SPC IA N     -   0.99993579  x   0.99994769  =   0.99988349
 NL0900!UTM  15      -   0.99993579  x   1.00034408  =   1.00027985
 NL0900!UTM  14      -   0.99993579  x   1.00034923  =   1.00028500
 NL0900
 NL0900:                Primary Azimuth Mark                     Grid Az
 NL0900:SPC IA N     -  KINGSLEY MUNICIPAL TANK                  025 03 40.5
 NL0900:UTM  15      -  KINGSLEY MUNICIPAL TANK                  025 23 46.9
 NL0900:UTM  14      -  KINGSLEY MUNICIPAL TANK                  021 20 14.7
 NL0900
 NL0900|---------------------------------------------------------------------|
 NL0900| PID    Reference Object                     Distance      Geod. Az  |
 NL0900|                                                           dddmmss.s |
 NL0900| NL0691 KINGSLEY MUNICIPAL TANK             APPROX. 5.9 KM 0232213.4 |
 NL0900| CO3846 KINGSLEY RM 1                        26.329 METERS 08651     |
 NL0900| NL0689 PIERSON MUNICIPAL TANK              APPROX.10.4 KM 0881109.5 |
 NL0900| CO3845 KINGSLEY AZ MK                                     0914153.7 |
 NL0900| NM1655 MOVILLE MUNICIPAL TANK              APPROX. 8.5 KM 2262952.1 |
 NL0900| CO3847 KINGSLEY RM 2                        22.339 METERS 27233     |
 NL0900|---------------------------------------------------------------------|
 NL0900
 NL0900                          SUPERSEDED SURVEY CONTROL
 NL0900
 NL0900  NAD 83(1996)-  42 32 37.56409(N)    095 59 41.39906(W) AD(       ) 2
 NL0900  NAD 83(1996)-  42 32 37.56363(N)    095 59 41.39824(W) AD(       ) 2
 NL0900  NAD 83(1986)-  42 32 37.56508(N)    095 59 41.39691(W) AD(       ) 2
 NL0900  NAD 27      -  42 32 37.59600(N)    095 59 40.33500(W) AD(       ) 2
 NL0900  NGVD 29 (07/19/86)  436.13   (m)         1430.9    (f) LEVELING    3  
 NL0900
 NL0900.Superseded values are not recommended for survey control.
 NL0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0900.See file dsdata.txt to determine how the superseded data were derived.
 NL0900
 NL0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH5408814501(NAD 83)
 NL0900_MARKER: DS = TRIANGULATION STATION DISK
 NL0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0900
 NL0900  HISTORY     - Date     Condition        Report By
 NL0900  HISTORY     - 1950     MONUMENTED       CGS
 NL0900
 NL0900                          STATION DESCRIPTION
 NL0900
 NL0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0900'THE STATION IS LOCATED ABOUT 3 MILES SOUTH AND 1-1/4 MILES WEST
 NL0900'OF THE SMALL CITY OF KINGSLEY, ON LAND OWNED AND OCCUPIED
 NL0900'BY MR. MURL BOGENRAIEF.  IT IS LOCATED ON A PROMINENT HILL
 NL0900'ABOUT 1/2 MILE SOUTHWEST OF FARM BUILDINGS.  IT IS 7 FEET
 NL0900'SOUTHEAST OF A WHITE WITNESS POST AND 5 FEET SOUTH OF A
 NL0900'FENCELINE.  THE MARK IS SET ABOUT 12 INCHES BELOW THE SURFACE
 NL0900'OF THE GROUND AND THE DISK IS STAMPED KINGSLEY 1950.
 NL0900'
 NL0900'REFERENCE MARK NO. 1 IS ABOUT 4 FEET LOWER THAN THE STATION
 NL0900'MARK.  IT IS 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS
 NL0900'ABOUT 2 INCHES AND THE DISK IS STAMPED KINGSLEY NO 1 1950.
 NL0900'
 NL0900'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER THAN THE STATION
 NL0900'MARK.  IT IS 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS
 NL0900'ABOUT 2 INCHES AND THE DISK IS STAMPED KINGSLEY NO 2 1950.
 NL0900'
 NL0900'AZIMUTH MARK IS 50 FEET SOUTH OF A T-GATE POST, 36 FEET SOUTHWEST
 NL0900'OF A GATE POST, 9 FEET WEST OF THE CENTERLINE OF FARM DRIVE,
 NL0900'2.5 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF THE
 NL0900'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 NL0900'KINGSLEY 1950.
 NL0900'
 NL0900'TO REACH THE STATION FROM THE DEPOT IN KINGSLEY, GO SOUTH
 NL0900'AND SOUTHWEST ON STATE HIGHWAY 140 FOR 2 MILES TO A CROSSROADS.
 NL0900'TURN LEFT (SOUTH) AND GO 1.6 MILE TO CROSSROADS AT SCHOOL
 NL0900'HOUSE.  TURN LEFT (EAST) AND GO 0.6 MILE TO A DRIVEWAY TO MR.
 NL0900'BOGENRAIEFS HOME.  TURN RIGHT (SOUTH) AND FOLLOW DRIVE TO A
 NL0900'ROUND GRANARY, TURN RIGHT AND FOLLOW DRIVE TO THE SOUTHWEST
 NL0900'CORNER OF BARN AND GATE.  PASS THROUGH GATE AND GO SOUTHWEST
 NL0900'ACROSS BARN LOT TO A BOARD GATE IN MIDDLE OF BARN LOT FENCE.
 NL0900'PASS THROUGH GATE AND FOLLOW LANE SOUTH WEST AND SOUTH FOR
 NL0900'0.2 MILE TO A WIRE GATE ON RIGHT.  PASS THROUGH GATE AND
 NL0900'AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE WEST ALONG THE
 NL0900'SOUTH SIDE OF FENCE FOR 0.35 MILE TO TOP OF HILL AND
 NL0900'STATION.
 NL0900'
 NL0900'NOTE--A 10 FOOT STAND AT AZIMUTH MARK IS VISIBLE FROM THE
 NL0900'GROUND AT THE STATION.
 NL0900'
 NL0900'A 100 FOOT SIGNAL AT WAUGH IS VISIBLE FROM THE GROUND.
 NL0900'
 NL0900'A 74 FOOT SIGNAL AT AITKEN 1934 IS VISIBLE FROM THE GROUND.
 NL0900'
 NL0900'A 100 FOOT SIGNAL AT DAHLMAN 1934 IS VISIBLE FROM THE GROUND.
 NL0900'
 NL0900'A 47 FOOT SIGNAL AT ELKHORN IS VISIBLE FROM THE GROUND.
 NL0900'
 NL0900'A 100 FOOT SIGNAL AT HENRY IS VISIBLE FROM THE GROUND.
 NL0900'
 NL0900'A 4 FOOT SIGNAL AT ALEX IS VISIBLE FROM THE GROUND.
 NL0900'
 NL0900'A 100 FOOT SIGNAL AT PIERSON IS VISIBLE FROM THE GROUND.
 NL0900'
 NL0900'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0691 ***********************************************************************
 NL0691  DESIGNATION -  KINGSLEY MUNICIPAL TANK
 NL0691  PID         -  NL0691
 NL0691  STATE/COUNTY-  IA/PLYMOUTH
 NL0691  USGS QUAD   -  KINGSLEY (1969)
 NL0691
 NL0691                         *CURRENT SURVEY CONTROL
 NL0691  ___________________________________________________________________
 NL0691* NAD 83(1996)-  42 35 31.65437(N)    095 57 59.57734(W)     ADJUSTED  
 NL0691* NAVD 88     -                                                        
 NL0691  ___________________________________________________________________
 NL0691  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 NL0691  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 NL0691
 NL0691  HORZ ORDER  -  THIRD
 NL0691
 NL0691.The horizontal coordinates were established by classical geodetic methods
 NL0691.and adjusted by the National Geodetic Survey in May 1999..
 NL0691
 NL0691
 NL0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0691
 NL0691.The geoid height was determined by GEOID03.
 NL0691
 NL0691;                    North         East     Units Scale Factor Converg.
 NL0691;SPC IA N     - 1,124,262.322 1,297,589.590   MT  0.99994623   -1 40 18.1
 NL0691;UTM  15      - 4,719,789.199   256,598.958   MT  1.00032895   -2 00 31.2
 NL0691;UTM  14      - 4,719,983.907   748,890.642   MT  1.00036221   +2 03 14.5
 NL0691
 NL0691                          SUPERSEDED SURVEY CONTROL
 NL0691
 NL0691  NAD 83(1996)-  42 35 31.65444(N)    095 57 59.57739(W) AD(       ) 4
 NL0691  NAD 83(1996)-  42 35 31.65385(N)    095 57 59.57634(W) AD(       ) 4
 NL0691  NAD 83(1986)-  42 35 31.65519(N)    095 57 59.57427(W) AD(       ) 4
 NL0691  NAD 27      -  42 35 31.69200(N)    095 57 58.51100(W) AD(       ) 3
 NL0691
 NL0691.Superseded values are not recommended for survey control.
 NL0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0691.See file dsdata.txt to determine how the superseded data were derived.
 NL0691
 NL0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH5659919789(NAD 83)
 NL0691_MARKER: 53 = ELEVATED TANK
 NL0691
 NL0691  HISTORY     - Date     Condition        Report By
 NL0691  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0691
 NL0691                          STATION DESCRIPTION
 NL0691
 NL0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0691'THE STATION IS LOCATED IN THE TOWN OF KINGSLEY.  IT IS ABOUT
 NL0691'85 FEET HIGH, HAS FOUR LEGS, IS PAINTED SILVER AND IS OF STEEL
 NL0691'CONSTRUCTION.
 NL0691'
 NL0691'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK.
 NL0691'
 NL0691'TO REACH THE STATION FROM THE MAIN INTERSECTION IN KINGSLEY,
 NL0691'GO NORTH FOR 0.3 MILE TO THE CITY SCHOOL ON THE RIGHT.  TURN
 NL0691'RIGHT AND GO ABOUT 100 YARDS TO AN ALLEY ON THE LEFT.  THE
 NL0691'STATION IS ABOUT 60 FEET NORTH OF THE STREET AND 50 FEET WEST
 NL0691'OF THE ALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0610 ***********************************************************************
 NL0610  DESIGNATION -  KIRON
 NL0610  PID         -  NL0610
 NL0610  STATE/COUNTY-  IA/CRAWFORD
 NL0610  USGS QUAD   -  KIRON (1971)
 NL0610
 NL0610                         *CURRENT SURVEY CONTROL
 NL0610  ___________________________________________________________________
 NL0610* NAD 83(1996)-  42 09 15.38503(N)    095 18 14.83479(W)     ADJUSTED  
 NL0610* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 NL0610  ___________________________________________________________________
 NL0610  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 NL0610  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 NL0610
 NL0610  HORZ ORDER  -  THIRD
 NL0610
 NL0610.The horizontal coordinates were established by classical geodetic methods
 NL0610.and adjusted by the National Geodetic Survey in May 1999..
 NL0610
 NL0610.The orthometric height was scaled from a topographic map.
 NL0610
 NL0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0610
 NL0610.The geoid height was determined by GEOID03.
 NL0610
 NL0610;                    North         East     Units Scale Factor Converg.
 NL0610;SPC IA N     - 1,074,265.285 1,350,902.321   MT  0.99998525   -1 13 21.8
 NL0610;UTM  15      - 4,669,474.908   309,634.627   MT  1.00004592   -1 32 48.6
 NL0610
 NL0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0610!SPC IA N     -   0.99993739  x   0.99998525  =   0.99992264
 NL0610!UTM  15      -   0.99993739  x   1.00004592  =   0.99998330
 NL0610
 NL0610|---------------------------------------------------------------------|
 NL0610| PID    Reference Object                     Distance      Geod. Az  |
 NL0610|                                                           dddmmss.s |
 NL0610| CO3853 KIRON RM 1                           21.275 METERS 04239     |
 NL0610| CO3854 KIRON RM 2                           19.272 METERS 13233     |
 NL0610| NL0612 DELOIT MUNICIPAL TANK               APPROX. 6.1 KM 1935108.4 |
 NL0610| CO3852 KIRON AZ MK                                        2612828.6 |
 NL0610| NL0616 SCHLESWIG MUNICIPAL TANK            APPROX.11.1 KM 2771522.1 |
 NL0610|---------------------------------------------------------------------|
 NL0610
 NL0610                          SUPERSEDED SURVEY CONTROL
 NL0610
 NL0610  NAD 83(1986)-  42 09 15.38466(N)    095 18 14.83719(W) AD(       ) 3
 NL0610  NAD 27      -  42 09 15.42700(N)    095 18 13.85100(W) AD(       ) 3
 NL0610
 NL0610.Superseded values are not recommended for survey control.
 NL0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0610.See file dsdata.txt to determine how the superseded data were derived.
 NL0610
 NL0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0963569475(NAD 83)
 NL0610_MARKER: DS = TRIANGULATION STATION DISK
 NL0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0610
 NL0610  HISTORY     - Date     Condition        Report By
 NL0610  HISTORY     - 1950     MONUMENTED       CGS
 NL0610  HISTORY     - 1971     SEE DESCRIPTION  USGS
 NL0610  HISTORY     - 1972     SEE DESCRIPTION  NGS
 NL0610
 NL0610                          STATION DESCRIPTION
 NL0610
 NL0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0610'THE STATION IS LOCATED ABOUT 3 MILES SOUTH AND 1 MILE EAST OF
 NL0610'KIRON AND ABOUT 3-3/4 MILES NORTH AND 3/4 MILE EAST OF DELOIT
 NL0610'ON THE RIGHT-OF-WAY OF A NORTH-SOUTH ROAD.  IT IS 25 FEET WEST OF
 NL0610'THE CENTERLINE OF THE ROAD, 0.05 MILE NORTH OF A CROSS ROAD,
 NL0610'14.5 FEET SOUTH OF A TELEPHONE POLE WITH A TRIANGLE BLAZE,
 NL0610'6 FEET NORTHEAST OF A WHITE WITNESS POST AND 3 FEET EAST OF
 NL0610'A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 NL0610'STAMPED KIRON 1950.
 NL0610'
 NL0610'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE CENTERLINE OF THE
 NL0610'ROAD, 18 FEET SOUTHWEST OF A POWER LINE POLE AND 1 FOOT WEST OF A
 NL0610'FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 NL0610'KIRON NO 1 1950.
 NL0610'
 NL0610'REFERENCE MARK NO. 2 IS 24 FEET EAST OF THE CENTERLINE OF THE
 NL0610'ROAD AND 0.5 FEET WEST OF THE FENCELINE.  THE MARK PROJECTS 3
 NL0610'INCHES AND THE DISK IS STAMPED KIRON NO 2 1950.
 NL0610'
 NL0610'AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTERLINE OF A ROAD, 1.9
 NL0610'FEET EAST OF A WHITE WITNESS POST AND 1.6 FEET NORTH OF THE
 NL0610'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NL0610'KIRON 1950.
 NL0610'
 NL0610'TO REACH THE STATION FROM THE RAILROAD TRACKS IN THE EAST
 NL0610'EDGE OF KIRON, GO SOUTH ON STATE HIGHWAY 4 FOR 1.85 MILE TO A
 NL0610'CROSS ROADS.  TURN LEFT (EAST) FOR 1 MILE TO CROSS ROADS AND
 NL0610'SCHOOL IN THE NORTHEAST ANGLE.  TURN RIGHT (SOUTH) FOR 0.95
 NL0610'MILE TO STATION ON RIGHT AS DESCRIBED.
 NL0610'
 NL0610'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.05
 NL0610'MILE TO CROSS ROADS.  TURN RIGHT (WEST) FOR 0.4 MILE TO MARK ON
 NL0610'THE LEFT AS DESCRIBED.
 NL0610'
 NL0610'A 77-FOOT SIGNAL AT DELOIT IS VISIBLE FROM THE GROUND.
 NL0610'
 NL0610'A 77-FOOT SIGNAL AT SCHLESWIG IS VISIBLE FROM THE GROUND.
 NL0610'
 NL0610'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0610
 NL0610                          STATION RECOVERY (1971)
 NL0610
 NL0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JHR)
 NL0610'STATION SITE FALLS IN DITCH OF REBUILT ROAD.  TOP OF HILL HAS
 NL0610'BEEN CUT DOWN.  AZ MARK ONLY MARK FOUND.
 NL0610
 NL0610                          STATION RECOVERY (1972)
 NL0610
 NL0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NL0610'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE DESTROYED
 NL0610'BY ROAD CONSTRUCTION.  THE STATION SITE FALLS IN A ROAD DITCH
 NL0610'THAT IS CUT TO DEEP TO RECOVER THE UNDERGROUND STATION MARK.
 NL0610'THE AZIMUTH MARK WAS NOT FOUND THIS DATE, BUT WAS REPORTED IN
 NL0610'GOOD CONDITION IN 1971 BY USGS.
 NL0610'
 NL0610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 NL0610'SOUTH AND 1 MILE EAST OF KIRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0859 ***********************************************************************
 MJ0859  DESIGNATION -  KISER
 MJ0859  PID         -  MJ0859
 MJ0859  STATE/COUNTY-  IA/MILLS
 MJ0859  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0859
 MJ0859                         *CURRENT SURVEY CONTROL
 MJ0859  ___________________________________________________________________
 MJ0859* NAD 83(1996)-  41 03 54.38016(N)    095 50 31.02545(W)     ADJUSTED  
 MJ0859* NAVD 88     -       292.615  (meters)     960.02   (feet)  ADJUSTED  
 MJ0859  ___________________________________________________________________
 MJ0859  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 MJ0859  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 MJ0859  DYNAMIC HT  -         292.495 (meters)     959.63  (feet)  COMP
 MJ0859  MODELED GRAV-     980,204.9   (mgal)                       NAVD 88
 MJ0859
 MJ0859  HORZ ORDER  -  THIRD
 MJ0859  VERT ORDER  -  SECOND    CLASS 0
 MJ0859
 MJ0859.The horizontal coordinates were established by classical geodetic methods
 MJ0859.and adjusted by the National Geodetic Survey in May 1999..
 MJ0859
 MJ0859.The orthometric height was determined by differential leveling
 MJ0859.and adjusted by the National Geodetic Survey in June 1991..
 MJ0859
 MJ0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0859
 MJ0859.The geoid height was determined by GEOID03.
 MJ0859
 MJ0859.The dynamic height is computed by dividing the NAVD 88
 MJ0859.geopotential number by the normal gravity value computed on the
 MJ0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0859.degrees latitude (g = 980.6199 gals.).
 MJ0859
 MJ0859.The modeled gravity was interpolated from observed gravity values.
 MJ0859
 MJ0859;                    North         East     Units Scale Factor Converg.
 MJ0859;SPC IA S     -   120,927.777   303,186.885   MT  0.99995116   -1 32 33.5
 MJ0859;SPC NE       -   145,158.824   849,250.000   MT  0.99968800   +2 45 19.9
 MJ0859;UTM  15      - 4,549,876.534   261,209.282   MT  1.00030185   -1 52 04.1
 MJ0859
 MJ0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0859!SPC IA S     -   0.99995840  x   0.99995116  =   0.99990956
 MJ0859!SPC NE       -   0.99995840  x   0.99968800  =   0.99964641
 MJ0859!UTM  15      -   0.99995840  x   1.00030185  =   1.00026023
 MJ0859
 MJ0859|---------------------------------------------------------------------|
 MJ0859| PID    Reference Object                     Distance      Geod. Az  |
 MJ0859|                                                           dddmmss.s |
 MJ0859| MJ0863 KISER RM 1                            7.468 METERS 00115     |
 MJ0859| MJ1032 KISER AZ MK                                        1805555.1 |
 MJ0859| MJ0864 KISER RM 2                            6.727 METERS 18103     |
 MJ0859| MJ1214 PLATTSMOUTH MUN STANDPIPE           APPROX. 6.4 KM 2163742.4 |
 MJ0859| MJ0860 KISER 2                               4.048 METERS 21638     |
 MJ0859|---------------------------------------------------------------------|
 MJ0859
 MJ0859                          SUPERSEDED SURVEY CONTROL
 MJ0859
 MJ0859  NAD 83(1996)-  41 03 54.38016(N)    095 50 31.02544(W) AD(       ) 3
 MJ0859  NAD 83(1986)-  41 03 54.38898(N)    095 50 31.02326(W) AD(       ) 3
 MJ0859  NAD 27      -  41 03 54.39200(N)    095 50 29.98700(W) AD(       ) 3
 MJ0859  NGVD 29 (??/??/92)  292.525  (m)          959.73   (f) ADJ UNCH    2 0
 MJ0859
 MJ0859.Superseded values are not recommended for survey control.
 MJ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0859.See file dsdata.txt to determine how the superseded data were derived.
 MJ0859
 MJ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6120949877(NAD 83)
 MJ0859_MARKER: DS = TRIANGULATION STATION DISK
 MJ0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0859_STAMPING: KISER 1947
 MJ0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0859+STABILITY: SURFACE MOTION
 MJ0859
 MJ0859  HISTORY     - Date     Condition        Report By
 MJ0859  HISTORY     - 1947     MONUMENTED       CGS
 MJ0859  HISTORY     - 1948     GOOD             NGS
 MJ0859  HISTORY     - 1961     GOOD             CGS
 MJ0859
 MJ0859                          STATION DESCRIPTION
 MJ0859
 MJ0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ0859'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH AND 2 MILES
 MJ0859'WEST OF PACIFIC JUNCTION.  IT IS 76 FEET NORTH OF A BOARD GATE
 MJ0859'AND IN A NORTH-SOUTH FENCELINE.  THE MARK PROJECTS ABOUT 3
 MJ0859'INCHES AND THE DISK IS STAMPED KISER 1947.
 MJ0859'
 MJ0859'REFERENCE MARK NO. 1 IS 24.50 FEET NORTH OF THE STATION AND
 MJ0859'IN A NORTH-SOUTH FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES
 MJ0859'AND THE DISK IS STAMPED KISER NO 1 1947.
 MJ0859'
 MJ0859'REFERENCE MARK NO. 2 IS 22.07 FEET SOUTH OF THE STATION AND
 MJ0859'IN A NORTH-SOUTH FENCELINE.  THE MARK PROJECTS ABOUT 3 INCHES
 MJ0859'AND THE DISK IS STAMPED KISER NO 2 1947.
 MJ0859'
 MJ0859'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION,
 MJ0859'20 FEET WEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD,
 MJ0859'2 FEET NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT EAST OF
 MJ0859'A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MJ0859'IS STAMPED KISER 1947.
 MJ0859'
 MJ0859'TO REACH THE STATION FROM THE POST OFFICE IN PACIFIC JUNCTION
 MJ0859'GO WEST ON THE MAIN STREET FOR 0.25 MILE TO T INTERSECTION,
 MJ0859'TURN RIGHT AND FOLLOW MAIN ROAD NORTH AND WEST FOR 1.1 MILES
 MJ0859'TO T INTERSECTION, TURN RIGHT AND GO NORTH FOR 0.75 MILE TO A
 MJ0859'T ROAD LEFT, TURN LEFT AND GO WEST FOR 1.0 MILE TO CROSSROAD,
 MJ0859'TURN RIGHT AND GO NORTH FOR 2.0 MILES TO AZIMUTH MARK ON LEFT
 MJ0859'AS DESCRIBED.  CONTINUE NORTH FOR 0.4 MILE TO BOARD GATE AND
 MJ0859'STATION AS DESCRIBED.
 MJ0859'
 MJ0859'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MJ0859
 MJ0859                          STATION RECOVERY (1948)
 MJ0859
 MJ0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0859'5.1 MI NW FROM PACIFIC JUNCTION.
 MJ0859'1 BLOCK WEST AND 1 1/2 BLOCKS NORTH FROM THE PACIFIC JUNCTION
 MJ0859'SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE WEST ALONG A DIRT
 MJ0859'ROAD, THENCE 2.0 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE
 MJ0859'WEST ALONG A DIRT ROAD, THENCE 1.1 MILES NORTH ALONG A DIRT
 MJ0859'ROAD, AT A POINT WHERE THE ROAD FROM THE SOUTH MAKES A TURN TO
 MJ0859'THE WEST, ABOUT 300.0 FEET SOUTH OF THE TOP OF A LEVEE, 76.0
 MJ0859'FEET NORTH OF THE CENTER OF A GATE IN A RIGHT-OF-WAY FENCE
 MJ0859'LINE WHICH FOLLOWS THE ROAD LEADING WEST, 5.0 FEET SOUTH OF A
 MJ0859'4X4 REFERENCE POST, 1.0 FOOT WEST OF A BARBED WIRE FENCE LINE
 MJ0859'WHICH IS ON THE EXTENSION TO THE NORTH OF THE CENTER LINE OF THE
 MJ0859'DIRT ROAD LEADING SOUTH, SET IN THE TOP OF A CONCRETE POST
 MJ0859'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  STATION IS 0.4 MILE
 MJ0859'NORTH OF KISER AZIMUTH 1947.
 MJ0859
 MJ0859                          STATION RECOVERY (1961)
 MJ0859
 MJ0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 MJ0859'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MJ0859'FOUND IN GOOD CONDITION EXCEPT THE AZIMUTH MARK AND REFERENCE
 MJ0859'MARK NO. 2 WHICH HAD BEEN DESTROYED.  THE STATION MARK WAS
 MJ0859'MOVED ON LINE TOWARD THE PLATTSMOUTH, MUNICIPAL STANDPIPE
 MJ0859'AND REFERENCE MARK NO. 1 WAS MOVED AT THE REQUEST OF THE
 MJ0859'LANDOWNER, J. CHARLES LONG, WHO LIVES ABOUT 1/4 MILE SOUTH
 MJ0859'OF THE STATION.  FOR DETAILS, SEE THE DESCRIPTION OF
 MJ0859'TRIANGULATION STATION, KISER 2 1961.
 MJ0859'
 MJ0859'**TRAVERSE DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0860 ***********************************************************************
 MJ0860  DESIGNATION -  KISER 2
 MJ0860  PID         -  MJ0860
 MJ0860  STATE/COUNTY-  IA/MILLS
 MJ0860  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0860
 MJ0860                         *CURRENT SURVEY CONTROL
 MJ0860  ___________________________________________________________________
 MJ0860* NAD 83(1996)-  41 03 54.27485(N)    095 50 31.12889(W)     ADJUSTED  
 MJ0860* NAVD 88     -       292.53   (meters)     959.7    (feet)  RESET     
 MJ0860  ___________________________________________________________________
 MJ0860  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 MJ0860  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 MJ0860
 MJ0860  HORZ ORDER  -  THIRD
 MJ0860  VERT ORDER  -  THIRD
 MJ0860
 MJ0860.The horizontal coordinates were established by classical geodetic methods
 MJ0860.and adjusted by the National Geodetic Survey in May 1999..
 MJ0860.No horizontal observational check was made to the station.
 MJ0860
 MJ0860.The orthometric height was computed from unverified reset data.
 MJ0860
 MJ0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0860
 MJ0860.The geoid height was determined by GEOID03.
 MJ0860
 MJ0860;                    North         East     Units Scale Factor Converg.
 MJ0860;SPC IA S     -   120,924.595   303,184.384   MT  0.99995117   -1 32 33.6
 MJ0860;SPC NE       -   145,155.464   849,247.745   MT  0.99968800   +2 45 19.8
 MJ0860;UTM  15      - 4,549,873.365   261,206.762   MT  1.00030186   -1 52 04.2
 MJ0860
 MJ0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0860!SPC IA S     -   0.99995841  x   0.99995117  =   0.99990958
 MJ0860!SPC NE       -   0.99995841  x   0.99968800  =   0.99964642
 MJ0860!UTM  15      -   0.99995841  x   1.00030186  =   1.00026026
 MJ0860
 MJ0860|---------------------------------------------------------------------|
 MJ0860| PID    Reference Object                     Distance      Geod. Az  |
 MJ0860|                                                           dddmmss.s |
 MJ0860| MJ0861 KISER 2 RM 3                         10.823 METERS 00010     |
 MJ0860| MJ0859 KISER                                 4.048 METERS 03638     |
 MJ0860| MJ0862 KISER 2 RM 4                         18.861 METERS 18010     |
 MJ0860| MJ1214 PLATTSMOUTH MUN STANDPIPE           APPROX. 6.4 KM 2163742.3 |
 MJ0860|---------------------------------------------------------------------|
 MJ0860
 MJ0860                          SUPERSEDED SURVEY CONTROL
 MJ0860
 MJ0860  NAD 83(1996)-  41 03 54.27485(N)    095 50 31.12888(W) AD(       ) 3
 MJ0860  NAD 83(1986)-  41 03 54.28367(N)    095 50 31.12670(W) AD(       ) 3
 MJ0860  NAD 27      -  41 03 54.28700(N)    095 50 30.09000(W) AD(       ) 3
 MJ0860  NGVD 29 (07/19/86)  292.44   (m)          959.4    (f) LEVELING    3  
 MJ0860
 MJ0860.Superseded values are not recommended for survey control.
 MJ0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0860.See file dsdata.txt to determine how the superseded data were derived.
 MJ0860
 MJ0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6120749873(NAD 83)
 MJ0860_MARKER: DS = TRIANGULATION STATION DISK
 MJ0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0860_STAMPING: KISER 2 1961
 MJ0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0860+STABILITY: SURFACE MOTION
 MJ0860
 MJ0860  HISTORY     - Date     Condition        Report By
 MJ0860  HISTORY     - 1961     MONUMENTED       CGS
 MJ0860  HISTORY     - 1961     GOOD             CGS
 MJ0860
 MJ0860                          STATION DESCRIPTION
 MJ0860
 MJ0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 MJ0860'STATION IS LOCATED ABOUT 3 AND 1/2 MILES NORTH AND 2 MILES
 MJ0860'WEST OF PACIFIC JUNCTION, IOWA AND 5 MILES NORTH-NORTHEAST
 MJ0860'OF PLATTSMOUTH, NEBRASKA ON THE WEST EDGE OF SEC. 6, T 72
 MJ0860'N., R 43 W ON LAND OWNED AND OCCUPIED BY J. CHARLES LONG
 MJ0860'WHO LIVES 1/4 MILE SOUTH OF THE STATION.  THE MARK IS 84
 MJ0860'FEET NORTH OF THE CENTER OF A DIRT ROAD LEADING WEST TO FARM
 MJ0860'BUILDINGS, 82 FEET NORTH-NORTHEAST OF A POWER POLE, 65.5
 MJ0860'FEET NORTH OF A FENCE T-INTERSECTION, 1 FOOT EAST OF A FENCE,
 MJ0860'AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK IS FLUSH
 MJ0860'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED KISER
 MJ0860'2 1961.
 MJ0860'
 MJ0860'TO REACH THE STATION FROM THE POST OFFICE IN PACIFIC JUNCTION,
 MJ0860'GO WEST ON MAIN STREET FOR 0.25 MILE TO T-INTERSECTION.  TURN
 MJ0860'RIGHT AND GO NORTH FOR 0.1 MILE TO WHERE MAIN ROAD TURNS
 MJ0860'LEFT ACROSS BRIDGE.  TURN LEFT AND GO WEST FOR 1.0 MILE TO
 MJ0860'ANOTHER T-ROAD.  TURN RIGHT AND GO NORTH FOR 0.75 MILE TO A
 MJ0860'T-ROAD LEFT.  TURN LEFT AND GO WEST FOR 1.0 MILE TO A CROSSROAD.
 MJ0860'TURN RIGHT AND GO NORTH FOR 2.4 MILES TO THE END OF ROCK ROAD
 MJ0860'AND THE STATION ABOUT 100 FEET NORTH AS DESCRIBED.
 MJ0860'
 MJ0860'REFERENCE MARK NO. 3 IS ABOUT 100 YARDS SOUTH OF A LEVEE,
 MJ0860'100 FEET NORTH OF A FENCE T-INTERSECTION, AND 1 FOOT EAST
 MJ0860'OF A NORTH-SOUTH FENCE.  THE MARK PROJECTS 2 INCHES AND THE
 MJ0860'DISK IS STAMPED KISER 2 NO 3 1961.
 MJ0860'
 MJ0860'REFERENCE MARK NO. 4 IS 22 FEET NORTH OF THE CENTER OF A
 MJ0860'DIRT ROAD LEADING WEST TO FARM BUILDINGS, 4 FEET NORTH OF A
 MJ0860'FENCE T-INTERSECTION, AND 1 FOOT EAST OF A FENCE.  THE
 MJ0860'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 MJ0860'IS STAMPED KISER 2 NO 4 1961.
 MJ0860'
 MJ0860'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION AS THE
 MJ0860'AZIMUTH MARK FOR THE ORIGINAL STATION COULD NOT BE RECOVERED
 MJ0860'AND WAS PROBABLY DESTROYED WHEN THE ROAD SOUTH OF THE STATION
 MJ0860'WAS REBUILT.
 MJ0860'
 MJ0860'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MJ0860
 MJ0860                          STATION RECOVERY (1961)
 MJ0860
 MJ0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MJ0860'5.1 MI NW FROM PACIFIC JUNCTION.
 MJ0860'THIS MARK IS LOCATED 1 BLOCK WEST AND 1-1/2 BLOCKS NORTH FROM THE
 MJ0860'PACIFIC JUNCTION SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE
 MJ0860'WEST ALONG A DIRT ROAD, THENCE 2.0 MILES NORTH ALONG A DIRT
 MJ0860'ROAD, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.1 MILE
 MJ0860'NORTH ALONG A DIRT ROAD, AT A POINT WHERE THE DIRT ROAD FROM THE
 MJ0860'SOUTH TURNS WEST, ABOUT 300 FEET SOUTH OF A LEVEE, 84 FEET
 MJ0860'NORTH OF THE CENTER OF DIRT ROAD LEADING WEST, 82 FEET
 MJ0860'NORTH-NORTHEAST OF A POWER POLE, 65.5 FEET NORTH OF A FENCE
 MJ0860'T-INTERSECTION 1 FOOT EAST OF A FENCE, AND 1 FOOT NORTH OF A NEW
 MJ0860'STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 MJ0860'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0861 ***********************************************************************
 MJ0861  DESIGNATION -  KISER 2 RM 3
 MJ0861  PID         -  MJ0861
 MJ0861  STATE/COUNTY-  IA/MILLS
 MJ0861  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0861
 MJ0861                         *CURRENT SURVEY CONTROL
 MJ0861  ___________________________________________________________________
 MJ0861* NAD 83(1986)-  41 03 54.     (N)    095 50 31.     (W)     SCALED    
 MJ0861* NAVD 88     -       292.39   (meters)     959.3    (feet)  RESET     
 MJ0861  ___________________________________________________________________
 MJ0861  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 MJ0861
 MJ0861  VERT ORDER  -  THIRD
 MJ0861
 MJ0861.The horizontal coordinates were scaled from a topographic map and have
 MJ0861.an estimated accuracy of +/- 6 seconds.
 MJ0861
 MJ0861.The orthometric height was computed from unverified reset data.
 MJ0861
 MJ0861.The geoid height was determined by GEOID03.
 MJ0861
 MJ0861;                    North         East    Units  Estimated Accuracy
 MJ0861;SPC IA S     -   120,920.      303,190.      MT  (+/- 180 meters Scaled)
 MJ0861
 MJ0861                          SUPERSEDED SURVEY CONTROL
 MJ0861
 MJ0861  NGVD 29 (??/??/??)  292.73   (m)          960.4    (f) RESET       3  
 MJ0861
 MJ0861.Superseded values are not recommended for survey control.
 MJ0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0861.See file dsdata.txt to determine how the superseded data were derived.
 MJ0861
 MJ0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF612498(NAD 83)
 MJ0861_MARKER: DR = REFERENCE MARK DISK
 MJ0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0861_STAMPING: KISER 2 NO 3 1961
 MJ0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0861+STABILITY: SURFACE MOTION
 MJ0861
 MJ0861  HISTORY     - Date     Condition        Report By
 MJ0861  HISTORY     - 1961     MONUMENTED       CGS
 MJ0861
 MJ0861                          STATION DESCRIPTION
 MJ0861
 MJ0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MJ0861'5.1 MI NW FROM PACIFIC JUNCTION.
 MJ0861'THIS MARK IS LOCATED 1 BLOCK WEST AND 1-1/2 BLOCKS NORTH FROM THE
 MJ0861'PACIFIC JUNCTION SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE
 MJ0861'WEST ALONG A DIRT ROAD, THENCE 2.0 MILES NORTH ALONG A DIRT
 MJ0861'ROAD, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.1 MILES
 MJ0861'NORTH ALONG A DIRT ROAD, AT A POINT WHERE THE ROAD FROM THE
 MJ0861'SOUTH TURNS WEST, ABOUT 265 FEET SOUTH OF A LEVEE, 100 FEET
 MJ0861'NORTH OF A FENCE T-INTERSECTION, 1 FOOT EAST OF A FENCE, SET IN
 MJ0861'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 MJ0861'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0862 ***********************************************************************
 MJ0862  DESIGNATION -  KISER 2 RM 4
 MJ0862  PID         -  MJ0862
 MJ0862  STATE/COUNTY-  IA/MILLS
 MJ0862  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0862
 MJ0862                         *CURRENT SURVEY CONTROL
 MJ0862  ___________________________________________________________________
 MJ0862* NAD 83(1986)-  41 03 54.     (N)    095 50 31.     (W)     SCALED    
 MJ0862* NAVD 88     -       292.53   (meters)     959.7    (feet)  RESET     
 MJ0862  ___________________________________________________________________
 MJ0862  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 MJ0862
 MJ0862  VERT ORDER  -  THIRD
 MJ0862
 MJ0862.The horizontal coordinates were scaled from a topographic map and have
 MJ0862.an estimated accuracy of +/- 6 seconds.
 MJ0862
 MJ0862.The orthometric height was computed from unverified reset data.
 MJ0862
 MJ0862.The geoid height was determined by GEOID03.
 MJ0862
 MJ0862;                    North         East    Units  Estimated Accuracy
 MJ0862;SPC IA S     -   120,920.      303,190.      MT  (+/- 180 meters Scaled)
 MJ0862
 MJ0862                          SUPERSEDED SURVEY CONTROL
 MJ0862
 MJ0862  NGVD 29 (??/??/??)  292.64   (m)          960.1    (f) RESET       3  
 MJ0862
 MJ0862.Superseded values are not recommended for survey control.
 MJ0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0862.See file dsdata.txt to determine how the superseded data were derived.
 MJ0862
 MJ0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF612498(NAD 83)
 MJ0862_MARKER: DR = REFERENCE MARK DISK
 MJ0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0862_STAMPING: KISER 2 NO 4 1961
 MJ0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0862+STABILITY: SURFACE MOTION
 MJ0862
 MJ0862  HISTORY     - Date     Condition        Report By
 MJ0862  HISTORY     - 1961     MONUMENTED       CGS
 MJ0862
 MJ0862                          STATION DESCRIPTION
 MJ0862
 MJ0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MJ0862'5.1 MI NW FROM PACIFIC JUNCTION.
 MJ0862'THIS MARK IS LOCATED 1 BLOCK WEST AND 1-1/2 BLOCKS NORTH FROM THE
 MJ0862'PACIFIC JUNCTION SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE
 MJ0862'WEST ALONG A DIRT ROAD, THENCE 2.0 MILES NORTH ALONG A DIRT
 MJ0862'ROAD, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.1 MILES
 MJ0862'NORTH ALONG A DIRT ROAD, AT A POINT WHERE THE ROAD FROM THE SOUTH
 MJ0862'TURNS WEST, ABOUT 362 FEET SOUTH OF A LEVEE, 22 FEET NORTH OF THE
 MJ0862'CENTER OF THE DIRT ROAD LEADING WEST TO FARMHOUSE, 4 FEET NORTH
 MJ0862'OF A FENCE T-INTERSECTION, AND ONE FOOT EAST OF A FENCE, AND SET
 MJ0862'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0863 ***********************************************************************
 MJ0863  DESIGNATION -  KISER RM 1
 MJ0863  PID         -  MJ0863
 MJ0863  STATE/COUNTY-  IA/MILLS
 MJ0863  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0863
 MJ0863                         *CURRENT SURVEY CONTROL
 MJ0863  ___________________________________________________________________
 MJ0863* NAD 83(1986)-  41 03 54.     (N)    095 50 30.     (W)     SCALED    
 MJ0863* NAVD 88     -       292.668  (meters)     960.19   (feet)  ADJUSTED  
 MJ0863  ___________________________________________________________________
 MJ0863  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 MJ0863  DYNAMIC HT  -         292.548 (meters)     959.80  (feet)  COMP
 MJ0863  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 MJ0863
 MJ0863  VERT ORDER  -  SECOND    CLASS 0
 MJ0863
 MJ0863.The horizontal coordinates were scaled from a topographic map and have
 MJ0863.an estimated accuracy of +/- 6 seconds.
 MJ0863
 MJ0863.The orthometric height was determined by differential leveling
 MJ0863.and adjusted by the National Geodetic Survey in June 1991..
 MJ0863
 MJ0863.The geoid height was determined by GEOID03.
 MJ0863
 MJ0863.The dynamic height is computed by dividing the NAVD 88
 MJ0863.geopotential number by the normal gravity value computed on the
 MJ0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0863.degrees latitude (g = 980.6199 gals.).
 MJ0863
 MJ0863.The modeled gravity was interpolated from observed gravity values.
 MJ0863
 MJ0863;                    North         East    Units  Estimated Accuracy
 MJ0863;SPC IA S     -   120,920.      303,210.      MT  (+/- 180 meters Scaled)
 MJ0863
 MJ0863                          SUPERSEDED SURVEY CONTROL
 MJ0863
 MJ0863  NGVD 29 (??/??/92)  292.578  (m)          959.90   (f) ADJ UNCH    2 0
 MJ0863
 MJ0863.Superseded values are not recommended for survey control.
 MJ0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0863.See file dsdata.txt to determine how the superseded data were derived.
 MJ0863
 MJ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF612498(NAD 83)
 MJ0863_MARKER: DR = REFERENCE MARK DISK
 MJ0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0863_STAMPING: KISER NO 1 1947
 MJ0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0863+STABILITY: SURFACE MOTION
 MJ0863
 MJ0863  HISTORY     - Date     Condition        Report By
 MJ0863  HISTORY     - 1947     MONUMENTED       CGS
 MJ0863  HISTORY     - 1948     GOOD             NGS
 MJ0863
 MJ0863                          STATION DESCRIPTION
 MJ0863
 MJ0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0863'5.1 MI NW FROM PACIFIC JUNCTION.
 MJ0863'1 BLOCK WEST AND 1 1/2 BLOCKS NORTH FROM THE PACIFIC JUNCTION
 MJ0863'SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE WEST ALONG A DIRT
 MJ0863'ROAD, THENCE 2.0 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE
 MJ0863'WEST ALONG A DIRT ROAD, THENCE 1.1 MILES NORTH ALONG A DIRT
 MJ0863'ROAD, AT A POINT WHERE THE ROAD FROM THE SOUTH MAKES A TURN TO
 MJ0863'THE WEST, ABOUT 280.0 FEET SOUTH OF THE TOP OF A LEVEE, 21.5 FEET
 MJ0863'NORTH OF KISER 1947, 1.0 FOOT WEST OF A BARBED WIRE FENCE LINE
 MJ0863'WHICH IS ON THE EXTENSION TO THE NORTH OF THE CENTER LINE OF THE
 MJ0863'ROAD LEADING SOUTH, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0864 ***********************************************************************
 MJ0864  DESIGNATION -  KISER RM 2
 MJ0864  PID         -  MJ0864
 MJ0864  STATE/COUNTY-  IA/MILLS
 MJ0864  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0864
 MJ0864                         *CURRENT SURVEY CONTROL
 MJ0864  ___________________________________________________________________
 MJ0864* NAD 83(1986)-  41 03 54.     (N)    095 50 30.     (W)     SCALED    
 MJ0864* NAVD 88     -       292.415  (meters)     959.36   (feet)  ADJUSTED  
 MJ0864  ___________________________________________________________________
 MJ0864  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 MJ0864  DYNAMIC HT  -         292.295 (meters)     958.97  (feet)  COMP
 MJ0864  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 MJ0864
 MJ0864  VERT ORDER  -  SECOND    CLASS 0
 MJ0864
 MJ0864.The horizontal coordinates were scaled from a topographic map and have
 MJ0864.an estimated accuracy of +/- 6 seconds.
 MJ0864
 MJ0864.The orthometric height was determined by differential leveling
 MJ0864.and adjusted by the National Geodetic Survey in June 1991..
 MJ0864
 MJ0864.The geoid height was determined by GEOID03.
 MJ0864
 MJ0864.The dynamic height is computed by dividing the NAVD 88
 MJ0864.geopotential number by the normal gravity value computed on the
 MJ0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0864.degrees latitude (g = 980.6199 gals.).
 MJ0864
 MJ0864.The modeled gravity was interpolated from observed gravity values.
 MJ0864
 MJ0864;                    North         East    Units  Estimated Accuracy
 MJ0864;SPC IA S     -   120,920.      303,210.      MT  (+/- 180 meters Scaled)
 MJ0864
 MJ0864                          SUPERSEDED SURVEY CONTROL
 MJ0864
 MJ0864  NGVD 29 (??/??/92)  292.324  (m)          959.07   (f) ADJ UNCH    2 0
 MJ0864
 MJ0864.Superseded values are not recommended for survey control.
 MJ0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0864.See file dsdata.txt to determine how the superseded data were derived.
 MJ0864
 MJ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF612498(NAD 83)
 MJ0864_MARKER: DR = REFERENCE MARK DISK
 MJ0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0864_STAMPING: KISER NO 2 1947
 MJ0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0864+STABILITY: SURFACE MOTION
 MJ0864
 MJ0864  HISTORY     - Date     Condition        Report By
 MJ0864  HISTORY     - 1947     MONUMENTED       CGS
 MJ0864  HISTORY     - 1948     GOOD             NGS
 MJ0864
 MJ0864                          STATION DESCRIPTION
 MJ0864
 MJ0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0864'5.1 MI NW FROM PACIFIC JUNCTION.
 MJ0864'1 BLOCK WEST AND 1 1/2 BLOCKS NORTH FROM THE PACIFIC JUNCTION
 MJ0864'SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE WEST ALONG A DIRT
 MJ0864'ROAD, THENCE 2.0 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0
 MJ0864'MILE WEST ALONG A DIRT ROAD, THENCE 1.1 MILES NORTH ALONG A
 MJ0864'DIRT ROAD, AT A POINT WHERE THE ROAD FROM THE SOUTH MAKES A TURN
 MJ0864'TO THE WEST, ABOUT 320.0 FEET SOUTH OF THE TOP OF A LEVEE, 22.0
 MJ0864'FEET SOUTH OF KISER 1947, 60.5 FEET NORTHWEST OF A LONE 24-INCH
 MJ0864'COTTONWOOD TREE, 1.0 FOOT WEST OF A FENCE LINE, SET IN THE TOP
 MJ0864'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0050 ***********************************************************************
 LF0050  DESIGNATION -  KK 105
 LF0050  PID         -  LF0050
 LF0050  STATE/COUNTY-  IA/RINGGOLD
 LF0050  USGS QUAD   -  BLOCKTON SE (1981)
 LF0050
 LF0050                         *CURRENT SURVEY CONTROL
 LF0050  ___________________________________________________________________
 LF0050* NAD 83(1986)-  40 37 28.     (N)    094 21 23.     (W)     SCALED    
 LF0050* NAVD 88     -       353.163  (meters)    1158.67   (feet)  ADJUSTED  
 LF0050  ___________________________________________________________________
 LF0050  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 LF0050  DYNAMIC HT  -         352.979 (meters)    1158.07  (feet)  COMP
 LF0050  MODELED GRAV-     980,095.3   (mgal)                       NAVD 88
 LF0050
 LF0050  VERT ORDER  -  SECOND    CLASS 0
 LF0050
 LF0050.The horizontal coordinates were scaled from a topographic map and have
 LF0050.an estimated accuracy of +/- 6 seconds.
 LF0050
 LF0050.The orthometric height was determined by differential leveling
 LF0050.and adjusted by the National Geodetic Survey in June 1991..
 LF0050
 LF0050.The geoid height was determined by GEOID03.
 LF0050
 LF0050.The dynamic height is computed by dividing the NAVD 88
 LF0050.geopotential number by the normal gravity value computed on the
 LF0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0050.degrees latitude (g = 980.6199 gals.).
 LF0050
 LF0050.The modeled gravity was interpolated from observed gravity values.
 LF0050
 LF0050;                    North         East    Units  Estimated Accuracy
 LF0050;SPC IA S     -    69,700.      427,540.      MT  (+/- 180 meters Scaled)
 LF0050
 LF0050                          SUPERSEDED SURVEY CONTROL
 LF0050
 LF0050  NGVD 29 (??/??/92)  353.060  (m)         1158.33   (f) ADJ UNCH    2 0
 LF0050
 LF0050.Superseded values are not recommended for survey control.
 LF0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0050.See file dsdata.txt to determine how the superseded data were derived.
 LF0050
 LF0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE852979(NAD 83)
 LF0050_MARKER: DB = BENCH MARK DISK
 LF0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0050_STAMPING: KK 105 1935
 LF0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0050+STABILITY: SURFACE MOTION
 LF0050
 LF0050  HISTORY     - Date     Condition        Report By
 LF0050  HISTORY     - 1935     MONUMENTED       CGS
 LF0050  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0050
 LF0050                          STATION DESCRIPTION
 LF0050
 LF0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0050'2.7 MI NE FROM REDDING.
 LF0050'2.7 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0050'RAILROAD FROM THE CITY PARK AT REDDING, RINGGOLD COUNTY, 6 POLES
 LF0050'NORTHEAST OF MILEPOST 34, AT A ROAD CROSSING, 41 FEET SOUTHEAST
 LF0050'OF THE CENTERLINE OF THE TRACK, 21 FEET SOUTHWEST OF THE CENTERLINE
 LF0050'OF THE ROAD, 4 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 LF0050'1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED KK 105 1935
 LF0050'AND SET IN THE TOP OF A CONCRETE POST.
 LF0050
 LF0050                          STATION RECOVERY (1977)
 LF0050
 LF0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0174 ***********************************************************************
 LE0174  DESIGNATION -  KK 119
 LE0174  PID         -  LE0174
 LE0174  STATE/COUNTY-  IA/APPANOOSE
 LE0174  USGS QUAD   -  HIATTSVILLE (1966)
 LE0174
 LE0174                         *CURRENT SURVEY CONTROL
 LE0174  ___________________________________________________________________
 LE0174* NAD 83(1986)-  40 45 01.     (N)    092 46 53.     (W)     SCALED    
 LE0174* NAVD 88     -       266.207  (meters)     873.38   (feet)  ADJUSTED  
 LE0174  ___________________________________________________________________
 LE0174  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LE0174  DYNAMIC HT  -         266.078 (meters)     872.96  (feet)  COMP
 LE0174  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 LE0174
 LE0174  VERT ORDER  -  SECOND    CLASS 0
 LE0174
 LE0174.The horizontal coordinates were scaled from a topographic map and have
 LE0174.an estimated accuracy of +/- 6 seconds.
 LE0174
 LE0174.The orthometric height was determined by differential leveling
 LE0174.and adjusted by the National Geodetic Survey in June 1991..
 LE0174
 LE0174.The geoid height was determined by GEOID03.
 LE0174
 LE0174.The dynamic height is computed by dividing the NAVD 88
 LE0174.geopotential number by the normal gravity value computed on the
 LE0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0174.degrees latitude (g = 980.6199 gals.).
 LE0174
 LE0174.The modeled gravity was interpolated from observed gravity values.
 LE0174
 LE0174;                    North         East    Units  Estimated Accuracy
 LE0174;SPC IA S     -    83,570.      560,690.      MT  (+/- 180 meters Scaled)
 LE0174
 LE0174                          SUPERSEDED SURVEY CONTROL
 LE0174
 LE0174  NGVD 29 (??/??/92)  266.171  (m)          873.26   (f) ADJ UNCH    2 0
 LE0174
 LE0174.Superseded values are not recommended for survey control.
 LE0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0174.See file dsdata.txt to determine how the superseded data were derived.
 LE0174
 LE0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF184110(NAD 83)
 LE0174_MARKER: DB = BENCH MARK DISK
 LE0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0174_STAMPING: KK 119 1935
 LE0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0174+STABILITY: SURFACE MOTION
 LE0174
 LE0174  HISTORY     - Date     Condition        Report By
 LE0174  HISTORY     - 1935     MONUMENTED       CGS
 LE0174
 LE0174                          STATION DESCRIPTION
 LE0174
 LE0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0174'3.3 MI SW FROM UDELL.
 LE0174'3.3 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0174'RAILWAY FROM THE OVERHEAD CROSSING OF THE WABASH RAILWAY AT
 LE0174'UDELL, APPANOOSE COUNTY, 2-1/2 POLES NORTH OF MILEPOST 331, AT
 LE0174'A ROAD CROSSING, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 LE0174'24 FEET WEST OF THE CENTERLINE OF THE TRACK, 8 FEET EAST OF
 LE0174'THE RIGHT-OF-WAY FENCE, AND 1.5 FEET LOWER THAN THE TRACK.
 LE0174'A STANDARD DISK, STAMPED KK 119 1935 AND SET IN THE TOP OF A
 LE0174'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0940 ***********************************************************************
 LF0940  DESIGNATION -  KK 158
 LF0940  PID         -  LF0940
 LF0940  STATE/COUNTY-  IA/FREMONT
 LF0940  USGS QUAD   -  RANDOLPH (1957)
 LF0940
 LF0940                         *CURRENT SURVEY CONTROL
 LF0940  ___________________________________________________________________
 LF0940* NAD 83(1986)-  40 52 20.     (N)    095 36 50.     (W)     SCALED    
 LF0940* NAVD 88     -       317.834  (meters)    1042.76   (feet)  ADJUSTED  
 LF0940  ___________________________________________________________________
 LF0940  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LF0940  DYNAMIC HT  -         317.675 (meters)    1042.24  (feet)  COMP
 LF0940  MODELED GRAV-     980,113.6   (mgal)                       NAVD 88
 LF0940
 LF0940  VERT ORDER  -  SECOND    CLASS 0
 LF0940
 LF0940.The horizontal coordinates were scaled from a topographic map and have
 LF0940.an estimated accuracy of +/- 6 seconds.
 LF0940
 LF0940.The orthometric height was determined by differential leveling
 LF0940.and adjusted by the National Geodetic Survey in June 1991..
 LF0940
 LF0940.The geoid height was determined by GEOID03.
 LF0940
 LF0940.The dynamic height is computed by dividing the NAVD 88
 LF0940.geopotential number by the normal gravity value computed on the
 LF0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0940.degrees latitude (g = 980.6199 gals.).
 LF0940
 LF0940.The modeled gravity was interpolated from observed gravity values.
 LF0940
 LF0940;                    North         East    Units  Estimated Accuracy
 LF0940;SPC IA S     -    99,020.      321,830.      MT  (+/- 180 meters Scaled)
 LF0940
 LF0940                          SUPERSEDED SURVEY CONTROL
 LF0940
 LF0940  NGVD 29 (??/??/92)  317.733  (m)         1042.43   (f) ADJ UNCH    2 0
 LF0940
 LF0940.Superseded values are not recommended for survey control.
 LF0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0940.See file dsdata.txt to determine how the superseded data were derived.
 LF0940
 LF0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF797278(NAD 83)
 LF0940_MARKER: DB = BENCH MARK DISK
 LF0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0940_STAMPING: KK 158 1949
 LF0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0940+STABILITY: SURFACE MOTION
 LF0940
 LF0940  HISTORY     - Date     Condition        Report By
 LF0940  HISTORY     - 1949     MONUMENTED       CGS
 LF0940  HISTORY     - 1950     GOOD             NGS
 LF0940  HISTORY     - 1950     GOOD             NGS
 LF0940
 LF0940                          STATION DESCRIPTION
 LF0940
 LF0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF0940'2.8 MI W FROM RANDOLPH.
 LF0940'2.8 MILES WEST ALONG STATE HIGHWAY 184 FROM THE SCHOOLHOUSE AT
 LF0940'RANDOLPH, 79 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LF0940'70 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD, 40
 LF0940'FEET EAST OF A LONG 32-INCH ELM TREE, 9.0 FEET EAST OF A POWER
 LF0940'POLE, 2.3 FEET NORTH OF A FENCE, 2.2 FEET WEST OF A WITNESS
 LF0940'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 LF0940'FOOT ABOVE THE GROUND.
 LF0940
 LF0940                          STATION RECOVERY (1950)
 LF0940
 LF0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0637 ***********************************************************************
 OQ0637  DESIGNATION -  KLONDIKE
 OQ0637  PID         -  OQ0637
 OQ0637  STATE/COUNTY-  IA/LYON
 OQ0637  USGS QUAD   -  KLONDIKE (1962)
 OQ0637
 OQ0637                         *CURRENT SURVEY CONTROL
 OQ0637  ___________________________________________________________________
 OQ0637* NAD 83(1996)-  43 22 45.62612(N)    096 30 44.31341(W)     ADJUSTED  
 OQ0637* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 OQ0637  ___________________________________________________________________
 OQ0637  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 OQ0637  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OQ0637
 OQ0637  HORZ ORDER  -  THIRD
 OQ0637
 OQ0637.The horizontal coordinates were established by classical geodetic methods
 OQ0637.and adjusted by the National Geodetic Survey in May 1999..
 OQ0637
 OQ0637.The orthometric height was scaled from a topographic map.
 OQ0637
 OQ0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0637
 OQ0637.The geoid height was determined by GEOID03.
 OQ0637
 OQ0637;                    North         East     Units Scale Factor Converg.
 OQ0637;SPC IA N     - 1,213,108.869 1,255,935.980   MT  1.00002253   -2 02 29.7
 OQ0637;SPC SD S     -   123,322.764   909,511.075   MT  0.99991553   +2 38 09.4
 OQ0637;SPC SD S     -   404,601.43  2,983,954.25   sFT  0.99991553   +2 38 09.4
 OQ0637;UTM  14      - 4,805,947.043   701,519.412   MT  1.00009957   +1 42 33.1
 OQ0637
 OQ0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0637!SPC IA N     -   0.99993511  x   1.00002253  =   0.99995764
 OQ0637!SPC SD S     -   0.99993511  x   0.99991553  =   0.99985065
 OQ0637!UTM  14      -   0.99993511  x   1.00009957  =   1.00003467
 OQ0637
 OQ0637:                Primary Azimuth Mark                     Grid Az
 OQ0637:SPC IA N     -  LARCHWOOD MUNICIPAL TANK                 039 38 31.3
 OQ0637:SPC SD S     -  LARCHWOOD MUNICIPAL TANK                 034 57 52.2
 OQ0637:UTM  14      -  LARCHWOOD MUNICIPAL TANK                 035 53 28.5
 OQ0637
 OQ0637|---------------------------------------------------------------------|
 OQ0637| PID    Reference Object                     Distance      Geod. Az  |
 OQ0637|                                                           dddmmss.s |
 OQ0637| OQ0633 LARCHWOOD MUNICIPAL TANK            APPROX.10.2 KM 0373601.6 |
 OQ0637| CO3855 KLONDIKE AZ MK                                     1205337.3 |
 OQ0637| CO3856 KLONDIKE RM 1                        11.543 METERS 12726     |
 OQ0637| OQ0627 OUR SAVIORS LUTH CH STEEPLE         APPROX. 3.5 KM 1441148.9 |
 OQ0637| CO3857 KLONDIKE RM 2                        13.960 METERS 24015     |
 OQ0637|---------------------------------------------------------------------|
 OQ0637
 OQ0637                          SUPERSEDED SURVEY CONTROL
 OQ0637
 OQ0637  NAD 83(1996)-  43 22 45.62612(N)    096 30 44.31341(W) AD(       ) 3
 OQ0637  NAD 83(1996)-  43 22 45.62609(N)    096 30 44.31339(W) AD(       ) 3
 OQ0637  NAD 83(1996)-  43 22 45.62790(N)    096 30 44.30923(W) AD(       ) 3
 OQ0637  NAD 83(1986)-  43 22 45.62705(N)    096 30 44.29892(W) AD(       ) 3
 OQ0637  NAD 27      -  43 22 45.71800(N)    096 30 43.14200(W) AD(       ) 3
 OQ0637
 OQ0637.Superseded values are not recommended for survey control.
 OQ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0637.See file dsdata.txt to determine how the superseded data were derived.
 OQ0637
 OQ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0151905947(NAD 83)
 OQ0637_MARKER: DS = TRIANGULATION STATION DISK
 OQ0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0637
 OQ0637  HISTORY     - Date     Condition        Report By
 OQ0637  HISTORY     - 1949     MONUMENTED       CGS
 OQ0637
 OQ0637                          STATION DESCRIPTION
 OQ0637
 OQ0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0637'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF LARCHWOOD AND 1/2
 OQ0637'MILE SOUTHEAST OF KLONDIKE IN A PASTURE ON THE EAST BANK OF THE
 OQ0637'BIG SIOUX RIVER.  STATION IS 23 FEET NORTH OF FENCELINE AND
 OQ0637'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 OQ0637'STAMPED KLONDIKE 1949.
 OQ0637'
 OQ0637'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF FENCE.  THE MARK IS FLUSH
 OQ0637'WITH THE GROUND AND THE DISK IS STAMPED KLONDIKE NO 1 1949.
 OQ0637'
 OQ0637'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF FENCE.  THE MARK IS FLUSH
 OQ0637'WITH THE GROUND AND THE DISK IS STAMPED KLONDIKE NO 2 1949.
 OQ0637'
 OQ0637'AZIMUTH MARK IS 36 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A
 OQ0637'GRAVEL ROAD, 9 FEET EAST OF A GATE POST, 4 FEET WEST OF WITNESS
 OQ0637'POST AND 1.5 FEET NORTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 OQ0637'AND THE DISK IS STAMPED KLONDIKE 1949.
 OQ0637'
 OQ0637'TO REACH FROM THE WATER TANK IN LARCHWOOD GO EAST AND SOUTH ON
 OQ0637'STATE HIGHWAY 9 FOR 1.65 MILES TO CROSSROADS WHERE STATE HIGHWAY 9
 OQ0637'TURNS EAST.  TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 3.0 MILES TO
 OQ0637'CROSSROADS.  TURN LEFT AND GO SOUTH FOR 4.0 MILES TO CROSSROADS.
 OQ0637'TURN RIGHT AND GO WEST FOR 0.95 MILE TO AZIMUTH MARK ON LEFT OR
 OQ0637'SOUTH SIDE OF ROAD AS DESCRIBED.  CONTINUE WEST AND NORTH FOR
 OQ0637'0.25 MILE TO FARM.  PASS THROUGH GATE AT SOUTHEAST CORNER OF BARN
 OQ0637'AND FOLLOW FARM ROAD WEST SOUTHWEST FOR 0.2 MILE TO PASTURE AND
 OQ0637'STATION ON RIGHT AS DESCRIBED.
 OQ0637'
 OQ0637'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0690 ***********************************************************************
 NK0690  DESIGNATION -  KLOUSIA
 NK0690  PID         -  NK0690
 NK0690  STATE/COUNTY-  IA/FRANKLIN
 NK0690  USGS QUAD   -  COULTER (1979)
 NK0690
 NK0690                         *CURRENT SURVEY CONTROL
 NK0690  ___________________________________________________________________
 NK0690* NAD 83(1996)-  42 43 06.72243(N)    093 15 38.19716(W)     ADJUSTED  
 NK0690* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 NK0690  ___________________________________________________________________
 NK0690  LAPLACE CORR-         -21.18  (seconds)                    DEFLEC99
 NK0690  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 NK0690
 NK0690  HORZ ORDER  -  FIRST
 NK0690
 NK0690.The horizontal coordinates were established by classical geodetic methods
 NK0690.and adjusted by the National Geodetic Survey in May 1999..
 NK0690
 NK0690.The orthometric height was scaled from a topographic map.
 NK0690
 NK0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0690
 NK0690.The geoid height was determined by GEOID03.
 NK0690
 NK0690;                    North         East     Units Scale Factor Converg.
 NK0690;SPC IA N     - 1,135,378.436 1,519,607.839   MT  0.99994576   +0 09 44.1
 NK0690;UTM  15      - 4,729,592.170   478,661.375   MT  0.99960560   -0 10 36.5
 NK0690
 NK0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0690!SPC IA N     -   0.99994431  x   0.99994576  =   0.99989008
 NK0690!UTM  15      -   0.99994431  x   0.99960560  =   0.99954994
 NK0690
 NK0690|---------------------------------------------------------------------|
 NK0690| PID    Reference Object                     Distance      Geod. Az  |
 NK0690|                                                           dddmmss.s |
 NK0690| CI5830 KLOUSIA RM 1                         36.759 METERS 01510     |
 NK0690| NK0676 DONALDSON                           APPROX.13.7 KM 0261811.4 |
 NK0690| NK0687 HAMPTON WATER TANK                  APPROX. 4.8 KM 0570423.5 |
 NK0690| CI5831 KLOUSIA RM 2                         97.070 METERS 29248     |
 NK0690|---------------------------------------------------------------------|
 NK0690
 NK0690                          SUPERSEDED SURVEY CONTROL
 NK0690
 NK0690  NAD 83(1996)-  42 43 06.72274(N)    093 15 38.19671(W) AD(       ) 1
 NK0690  NAD 83(1986)-  42 43 06.71807(N)    093 15 38.19032(W) AD(       ) 1
 NK0690  NAD 27      -  42 43 06.81200(N)    093 15 37.46100(W) AD(       ) 1
 NK0690
 NK0690.Superseded values are not recommended for survey control.
 NK0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0690.See file dsdata.txt to determine how the superseded data were derived.
 NK0690
 NK0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH7866129592(NAD 83)
 NK0690_MARKER: DS = TRIANGULATION STATION DISK
 NK0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0690
 NK0690  HISTORY     - Date     Condition        Report By
 NK0690  HISTORY     - 1926     MONUMENTED       CGS
 NK0690  HISTORY     - 1933     GOOD             IOWAGS
 NK0690  HISTORY     - 1934     GOOD             IOWAGS
 NK0690  HISTORY     - 1969     GOOD             CGS
 NK0690
 NK0690                          STATION DESCRIPTION
 NK0690
 NK0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HWH)
 NK0690'STATION IS LOCATED 2 MILES WEST AND ABOUT 1-1/4 MILE SOUTH OF
 NK0690'THE HAMPTON, IOWA, FAIRGROUNDS ON A FARM OWNED BY MRS. W.J.
 NK0690'KLOUSIA, ABOUT 100 METERS EAST OF A NORTH-SOUTH ROAD, AND ABOUT
 NK0690'5 METERS WEST OF A NORTH-SOUTH FENCE LINE, IN THE CULTIVATED
 NK0690'FIELD SOUTHEAST OF THE FARMHOUSE, BEING ABOUT 88 METERS OFF
 NK0690'THE SOUTHEAST CORNER OF THE HOUSE.  MARK IS ABOUT 1 FOOT
 NK0690'BELOW THE SURFACE OF THE GROUND.
 NK0690'
 NK0690'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NK0690'DISKS SET IN CONCRETE.
 NK0690'
 NK0690'REFERENCE MARK NO. 1 IS AT THE FIRST FENCE CORNER NORTH OF THE
 NK0690'STATION.
 NK0690'
 NK0690'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, AT THE
 NK0690'INTERSECTION OF THE FENCE EAST OF THE ROAD AND THE FENCE
 NK0690'SOUTH OF THE FARM.
 NK0690'
 NK0690'THE REFERENCE MARKS ARE FLUSH WITH THE GROUND.
 NK0690'
 NK0690'ALL MEASUREMENTS ARE SLOPE DISTANCES.
 NK0690'
 NK0690'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 NK0690
 NK0690                          STATION RECOVERY (1933)
 NK0690
 NK0690'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1933
 NK0690'ORIGINAL DESCRIPTION IS ACCURATE AND CLEAR FOR RECOVERY OF
 NK0690'THE STATION EXCEPT THAT REFERENCE MARK NO. 1 IS NO LONGER AT A
 NK0690'FENCE CORNER BUT ON THE EAST SIDE OF A NORTH-SOUTH FENCE LINE.
 NK0690'THIS MONUMENT IS NOW ABOUT FOUR INCHES ABOVE THE SURFACE, AND
 NK0690'REFERENCE MARK NO. 2 IS ABOUT TWO INCHES ABOVE THE SURFACE.
 NK0690'DISTANCES FROM REFERENCE MARKS TO TRIANGULATION POINT ARE
 NK0690'CORRECT.  OTHER DISTANCES AND ANGLES NOT CHECKED.
 NK0690
 NK0690                          STATION RECOVERY (1934)
 NK0690
 NK0690'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 NK0690'ALL MARKS ARE IN GOOD CONDITION.
 NK0690'
 NK0690'THE NORTH-SOUTH FENCE HAS BEEN MOVED SO THAT THE STATION IS
 NK0690'NOW 28.3 FEET WEST OF A NORTH-SOUTH FENCE.
 NK0690'
 NK0690'REFERENCE MARK NO. 1 IS ON THE EAST SIDE OF A NORTH-SOUTH
 NK0690'FENCE AND 54.5 SOUTH OF THE SOUTH EAST BARNYARD FENCE
 NK0690'CORNER.
 NK0690'
 NK0690'THE REST OF THE DESCRIPTIONS ARE ALRIGHT.
 NK0690
 NK0690                          STATION RECOVERY (1969)
 NK0690
 NK0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JEK)
 NK0690'STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 WERE RECOVERED
 NK0690'IN GOOD CONDITION AS DESCRIBED.
 NK0690'
 NK0690'THE OLD DESCRIPTION IS ADEQUATE.  A NEW CORN CRIB HAS BEEN
 NK0690'BUILT NEAR THE STATION.  THE STATION IS 22 FT S. AND 3 FT E.
 NK0690'OF THE S. END OF THE CORN CRIB AND IS BURIED ABOUT 10 IN.
 NK0690'
 NK0690'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0862 ***********************************************************************
 MG0862  DESIGNATION -  KLUBER
 MG0862  PID         -  MG0862
 MG0862  STATE/COUNTY-  IA/LINN
 MG0862  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0862
 MG0862                         *CURRENT SURVEY CONTROL
 MG0862  ___________________________________________________________________
 MG0862* NAD 83(1996)-  41 57 54.81850(N)    091 42 22.96066(W)     ADJUSTED  
 MG0862* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 MG0862  ___________________________________________________________________
 MG0862  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 MG0862  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 MG0862
 MG0862  HORZ ORDER  -  FIRST
 MG0862
 MG0862.The horizontal coordinates were established by classical geodetic methods
 MG0862.and adjusted by the National Geodetic Survey in May 1999..
 MG0862
 MG0862.The orthometric height was scaled from a topographic map.
 MG0862
 MG0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0862
 MG0862.The geoid height was determined by GEOID03.
 MG0862
 MG0862;                    North         East     Units Scale Factor Converg.
 MG0862;SPC IA N     - 1,053,253.304 1,648,675.641   MT  1.00001996   +1 12 56.2
 MG0862;SPC IA S     -   219,779.441   648,678.847   MT  1.00003737   +1 10 53.3
 MG0862;UTM  15      - 4,646,724.719   607,193.988   MT  0.99974139   +0 51 54.4
 MG0862
 MG0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0862!SPC IA N     -   0.99996442  x   1.00001996  =   0.99998438
 MG0862!SPC IA S     -   0.99996442  x   1.00003737  =   1.00000179
 MG0862!UTM  15      -   0.99996442  x   0.99974139  =   0.99970582
 MG0862
 MG0862:                Primary Azimuth Mark                     Grid Az
 MG0862:SPC IA N     -  CEDAR RAPIDS MT MERCY CONV CUP           044 25 47.4
 MG0862:SPC IA S     -  CEDAR RAPIDS MT MERCY CONV CUP           044 27 50.3
 MG0862:UTM  15      -  CEDAR RAPIDS MT MERCY CONV CUP           044 46 49.2
 MG0862
 MG0862|---------------------------------------------------------------------|
 MG0862| PID    Reference Object                     Distance      Geod. Az  |
 MG0862|                                                           dddmmss.s |
 MG0862| NJ0774 CEDAR RAPIDS MT MERCY CONV CUP      APPROX. 6.1 KM 0453843.6 |
 MG0862| NJ0772 MARION MUNICIPAL TANK               APPROX.11.8 KM 0494057.5 |
 MG0862| MG0865 CEDAR RAPID 3 MIN CEREAL CO TK      APPROX. 5.2 KM 0515056.8 |
 MG0862| NJ0773 MARION IOWA RR AND LT CO STACK      APPROX.11.4 KM 0515231.7 |
 MG0862| MG0870 CEDAR RAPIDS QUAKER OATS CO TK      APPROX. 3.6 KM 0541750.4 |
 MG0862| MG0866 CEDAR RAPIDS GRACE EPIS CH          APPROX. 3.9 KM 0614517.3 |
 MG0862| MG0868 CEDAR RAPIDS GAS CO GAS TANK        APPROX. 3.6 KM 0785404.2 |
 MG0862| MG0864 CEDAR RAPIDS MUNICIPAL TANK         APPROX. 6.5 KM 0793618.4 |
 MG0862| MG0867 CEDAR RAPID PENICK FORD LTD TK      APPROX. 3.5 KM 0835512.8 |
 MG0862| CL9683 KLUBER RM 1                          82.506 METERS 30032     |
 MG0862| CL9682 KLUBER AZ MK                                       3200938.7 |
 MG0862| MG0863 KLUBER 2                             40.936 METERS 35941     |
 MG0862| CL9684 KLUBER RM 2                          19.373 METERS 35942     |
 MG0862|---------------------------------------------------------------------|
 MG0862
 MG0862                          SUPERSEDED SURVEY CONTROL
 MG0862
 MG0862  NAD 83(1986)-  41 57 54.81754(N)    091 42 22.96988(W) AD(       ) 1
 MG0862  NAD 27      -  41 57 54.81800(N)    091 42 22.31200(W) AD(       ) 1
 MG0862
 MG0862.Superseded values are not recommended for survey control.
 MG0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0862.See file dsdata.txt to determine how the superseded data were derived.
 MG0862
 MG0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG0719446725(NAD 83)
 MG0862_MARKER: DS = TRIANGULATION STATION DISK
 MG0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0862_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MG0862
 MG0862  HISTORY     - Date     Condition        Report By
 MG0862  HISTORY     - 1934     MONUMENTED       CGS
 MG0862  HISTORY     - 1937     SEE DESCRIPTION  USE
 MG0862  HISTORY     - 1960     MARK NOT FOUND   CGS
 MG0862  HISTORY     - 20060511 MARK NOT FOUND   GEOCAC
 MG0862
 MG0862                          STATION DESCRIPTION
 MG0862
 MG0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0862'STATION IS ON THE SW EDGE OF THE CITY OF CEDAR RAPIDS, BETWEEN
 MG0862'THE SW AND THE SE 1/4 SEC. 30, T 83 N, R 7 W, ON THE LINE
 MG0862'BETWEEN THE LAND OWNED BY THE STATE AND THAT OWNED BY S.A.
 MG0862'KLUBER.  THE MARK IS SET ON THE SLOPE OF A HIGH HILL, 1 FOOT
 MG0862'E OF N-S FENCE LINE WHICH IS THE CITY LIMITS, 18 FEET W OF
 MG0862'THE W EDGE OF A DEEP CUT OF NEW HIGHWAY, 84 FEET S OF THE
 MG0862'END OF E-W STREET, 19-1/2 FEET SE OF THE CENTER OF AN OLD
 MG0862'CISTERN, AND PROJECTS 5 INCHES.
 MG0862'
 MG0862'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MG0862'DISKS SET IN CONCRETE.
 MG0862'
 MG0862'REFERENCE MARK NO. 1 IS NW OF THE STATION ON THE N EDGE OF
 MG0862'THE RIGHT-OF-WAY OF E-W STREET, 1 FOOT S OF FENCE LINE, 32
 MG0862'FEET N OF THE CENTER OF STREET, AND PROJECTS 8 INCHES.
 MG0862'
 MG0862'REFERENCE MARK NO. 2 IS N OF THE STATION IN FENCE LINE WHICH
 MG0862'IS THE CITY LIMITS, 22 FEET S OF THE CENTER OF THE E-W STREET,
 MG0862'AND PROJECTS 5 INCHES.
 MG0862'
 MG0862'AZIMUTH MARK IS NW OF THE STATION ON THE N EDGE OF THE
 MG0862'RIGHT-OF-WAY OF FIRST AVENUE, W, ON PROPERTY OF FRANK DUSEK.
 MG0862'IT IS 29 FEET N OF THE CENTER OF THE STREET, 5 FEET W OF
 MG0862'MR. DUSEKS E PROPERTY LINE, AND PROJECTS 4 INCHES.
 MG0862'
 MG0862'TO REACH FROM CEDAR RAPIDS GO W ON U.S. HIGHWAY 30 TO CROSSROADS
 MG0862'MARKED BY DINE-A-MITE INN IN THE NW CORNER AND THE BEZDEK
 MG0862'GREENHOUSES IN THE SE CORNER.  GO S ON CROSS ROAD FOR 0.6
 MG0862'MILE TO SIDE ROAD LEADING E.  HERE GO E FOR 0.5 MILE TO END
 MG0862'OF ROAD AND STATION.
 MG0862'
 MG0862'ALL LIGHTS CAME INTO VIEW AT 58 FEET.
 MG0862
 MG0862                          STATION RECOVERY (1937)
 MG0862
 MG0862'RECOVERY NOTE BY US ENGINEERS 1937
 MG0862'STATION DESTROYED BY IOWA HIGHWAY COMMISSION.
 MG0862
 MG0862                          STATION RECOVERY (1960)
 MG0862
 MG0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 MG0862'THE STATION MARK AND REFERENCE MARK 2 IS BELIEVED TO HAVE BEEN
 MG0862'DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARK 1 WAS RECOVERED
 MG0862'IN GOOD CONDITION.  RESIDENTS IN THE AREA AND THE OWNER OF
 MG0862'THE LAND ON WHICH THE STATION MARK AND REFERENCE MARK 2 WAS
 MG0862'SET DECLARES THE MONUMENTS WERE TORN OUT BY NEW ROAD
 MG0862'CONSTRUCTION.
 MG0862'
 MG0862'MEASUREMENTS AND COMPUTATIONS BY THIS PARTY INDICATED THAT
 MG0862'A COMPUTED POSITION FOR REFERENCE MARK 1 WOULD BE CORRECT
 MG0862'TO THE NEAREST 2 - 3 THOUSANDS OF A SECOND.
 MG0862
 MG0862                          STATION RECOVERY (2006)
 MG0862
 MG0862'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MG0862'THE DESCRIPTION SAYS KLUBER AND RM2 WERE DESTROYED. ALSO MG0863 KLUBER
 MG0862'2 WHICH REPLACED IT WAS ALSO LATER DESTROYED. INSPECTION OF AREA
 MG0862'CONSISTENT WITH PREVIOUS REPORTS EXCEPT THE STREET NUMBER.  RM1 STILL
 MG0862'EXISTS NORTH OF SIDEWALK AT 2616 12TH AVE SW.
 MG0862' 
 MG0862'AZIMUTH MARK NOT FOUND IN A BRIEF SEARCH NEAR N41 58 08 W091 42 38
 MG0862'ALONG 1ST AVE EAST OF 29TH ST NW. THE LONG-TIME OWNER OF HOUSE ON
 MG0862'CORNER REMEMBERED SEEING THE MARK, BUT IT WAS HIDDEN OR DESTROYED BY
 MG0862'EXTENSIVE DIGGING FOR WATER AND SEWER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0863 ***********************************************************************
 MG0863  DESIGNATION -  KLUBER 2
 MG0863  PID         -  MG0863
 MG0863  STATE/COUNTY-  IA/LINN
 MG0863  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0863
 MG0863                         *CURRENT SURVEY CONTROL
 MG0863  ___________________________________________________________________
 MG0863* NAD 83(1996)-  41 57 56.14526(N)    091 42 22.97064(W)     ADJUSTED  
 MG0863* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 MG0863  ___________________________________________________________________
 MG0863  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 MG0863  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 MG0863
 MG0863  HORZ ORDER  -  SECOND
 MG0863
 MG0863.The horizontal coordinates were established by classical geodetic methods
 MG0863.and adjusted by the National Geodetic Survey in May 1999..
 MG0863
 MG0863.The orthometric height was scaled from a topographic map.
 MG0863
 MG0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0863
 MG0863.The geoid height was determined by GEOID03.
 MG0863
 MG0863;                    North         East     Units Scale Factor Converg.
 MG0863;SPC IA N     - 1,053,294.226 1,648,674.542   MT  1.00001988   +1 12 56.2
 MG0863;SPC IA S     -   219,820.364   648,677.773   MT  1.00003746   +1 10 53.3
 MG0863;UTM  15      - 4,646,765.636   607,193.141   MT  0.99974139   +0 51 54.4
 MG0863
 MG0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0863!SPC IA N     -   0.99996850  x   1.00001988  =   0.99998838
 MG0863!SPC IA S     -   0.99996850  x   1.00003746  =   1.00000596
 MG0863!UTM  15      -   0.99996850  x   0.99974139  =   0.99970989
 MG0863
 MG0863                          SUPERSEDED SURVEY CONTROL
 MG0863
 MG0863  NAD 83(1986)-  41 57 56.14428(N)    091 42 22.97985(W) AD(       ) 2
 MG0863  NAD 27      -  41 57 56.14500(N)    091 42 22.32200(W) AD(       ) 2
 MG0863
 MG0863.Superseded values are not recommended for survey control.
 MG0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0863.See file dsdata.txt to determine how the superseded data were derived.
 MG0863
 MG0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG0719346766(NAD 83)
 MG0863_MARKER: DD = SURVEY DISK
 MG0863_SETTING: 0 = UNSPECIFIED SETTING
 MG0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0863
 MG0863  HISTORY     - Date     Condition        Report By
 MG0863  HISTORY     - 1937     MONUMENTED       USE
 MG0863  HISTORY     - 1957     SEE DESCRIPTION  CGS
 MG0863  HISTORY     - 1960     MARK NOT FOUND   CGS
 MG0863  HISTORY     - 1964     MARK NOT FOUND   CGS
 MG0863  HISTORY     - 20060511 MARK NOT FOUND   GEOCAC
 MG0863
 MG0863                          STATION DESCRIPTION
 MG0863
 MG0863'DESCRIBED BY US ENGINEERS 1937
 MG0863'MONUMENT RESET 134.30 FEET N OF OLD LOCATION IN FENCE LINE
 MG0863'ON N SIDE OF FIFTH AVENUE, 70.68 FEET N OF REFERENCE MARK
 MG0863'NO. 2, 232.40 FEET E FROM.  REFERENCE MARK NO. 1, 18 FEET E
 MG0863'FROM 18-INCH ELM, 15 FEET N FROM CENTER LINE OF FIFTH AVENUE.
 MG0863
 MG0863                          STATION RECOVERY (1957)
 MG0863
 MG0863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 MG0863'STATION WAS NOT RECOVERED.  THE STATION AND R.M. 2 HAVE BEEN
 MG0863'DESTROYED BY ROAD CONSTRUCTION.  THE CONCRETE BASE OF THE
 MG0863'STATION WITH THE DISK WAS FOUND LYING ON ITS SIDE BY A FLOWER
 MG0863'BED.  THE STATION DISK WAS REMOVED BY THIS PARTY.
 MG0863'
 MG0863'R.M. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION
 MG0863'AS DESCRIBED.
 MG0863
 MG0863                          STATION RECOVERY (1960)
 MG0863
 MG0863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 MG0863'STATION HAS BEEN DESTROYED.  THE MONUMENT WAS FOUND LYING
 MG0863'ON ITS SIDE WITH THE DISK REMOVED.  A RECOVERY BY W.T.J. IN 1957
 MG0863'STATES THAT THE MONUMENT WAS FOUND LYING ON ITS SIDE AND THAT
 MG0863'THE DISK WAS REMOVED BY HIS PARTY.
 MG0863
 MG0863                          STATION RECOVERY (1964)
 MG0863
 MG0863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WHD)
 MG0863'STATION WAS FOUND LYING ON ITS SIDE IN A REVETMENT FOR A FLOWER
 MG0863'BED NEAR THE LOCATION.  THE DISK HAD BEEN REMOVED.  R.M. 2
 MG0863'WAS FOUND IN GOOD CONDITION.  R.M. 1 HAS APPARENTLY BEEN LOST
 MG0863'BY ROADWAY IMPROVEMENTS.
 MG0863'
 MG0863'THE STATION WAS DISCUSSED WITH BOTH THE CITY AND ASST.  COUNTY
 MG0863'ENGINEERS WHO VERIFIED THE LOCATION AND AGREED THE STATION
 MG0863'HAD BEEN DESTROYED.  NO KNOWN ATTEMPT HAS BEEN MADE TO RESTORE
 MG0863'IT.
 MG0863
 MG0863                          STATION RECOVERY (2006)
 MG0863
 MG0863'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MG0863'THE DESCRIPTION SAYS MG0863 KLUBER 2 AS WELL AS MG0862 KLUBER AND RM2
 MG0863'WERE DESTROYED.  INSPECTION OF AREA CONSISTENT WITH PREVIOUS REPORTS.
 MG0863'RM1 STILL EXISTS NORTH OF SIDEWALK AT 2616 12TH AVE SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0890 ***********************************************************************
 NJ0890  DESIGNATION -  KNIEF
 NJ0890  PID         -  NJ0890
 NJ0890  STATE/COUNTY-  IA/JACKSON
 NJ0890  USGS QUAD   -  LA MOTTE (1972)
 NJ0890
 NJ0890                         *CURRENT SURVEY CONTROL
 NJ0890  ___________________________________________________________________
 NJ0890* NAD 83(1996)-  42 19 18.34016(N)    090 33 05.95643(W)     ADJUSTED  
 NJ0890* NAVD 88     -       338.     (meters)    1109.     (feet)  VERTCON   
 NJ0890  ___________________________________________________________________
 NJ0890  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 NJ0890  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 NJ0890
 NJ0890  HORZ ORDER  -  FIRST
 NJ0890
 NJ0890.The horizontal coordinates were established by classical geodetic methods
 NJ0890.and adjusted by the National Geodetic Survey in May 1999..
 NJ0890
 NJ0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0890
 NJ0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0890
 NJ0890.The geoid height was determined by GEOID03.
 NJ0890
 NJ0890;                    North         East     Units Scale Factor Converg.
 NJ0890;SPC IA N     - 1,095,515.442 1,742,980.082   MT  0.99996349   +1 59 53.6
 NJ0890;SPC IL W     -   627,892.336   668,266.495   MT  0.99995356   -0 15 33.2
 NJ0890;SPC IL W     - 2,060,010.11  2,192,470.99   sFT  0.99995356   -0 15 33.2
 NJ0890;UTM  15      - 4,688,405.165   701,747.294   MT  1.00010082   +1 38 56.4
 NJ0890
 NJ0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0890!SPC IA N     -   0.99995210  x   0.99996349  =   0.99991559
 NJ0890!SPC IL W     -   0.99995210  x   0.99995356  =   0.99990566
 NJ0890!UTM  15      -   0.99995210  x   1.00010082  =   1.00005292
 NJ0890
 NJ0890|---------------------------------------------------------------------|
 NJ0890| PID    Reference Object                     Distance      Geod. Az  |
 NJ0890|                                                           dddmmss.s |
 NJ0890| CI9910 KNIEF RM 1                                         08619     |
 NJ0890| CI9911 KNIEF RM 2                                         16619     |
 NJ0890| NJ0889 ST CATHERINE CH SPIRE               APPROX. 9.9 KM 3402706.2 |
 NJ0890|---------------------------------------------------------------------|
 NJ0890
 NJ0890                          SUPERSEDED SURVEY CONTROL
 NJ0890
 NJ0890  NAD 83(1996)-  42 19 18.34032(N)    090 33 05.95400(W) AD(       ) 1
 NJ0890  NAD 83(1996)-  42 19 18.34469(N)    090 33 05.95351(W) AD(       ) 1
 NJ0890  NAD 83(1986)-  42 19 18.34431(N)    090 33 05.95370(W) AD(       ) 1
 NJ0890  NAD 27      -  42 19 18.29900(N)    090 33 05.49200(W) AD(       ) 1
 NJ0890  NGVD 29 (07/19/86)  338.     (m)         1109.     (f) VERT ANG       
 NJ0890
 NJ0890.Superseded values are not recommended for survey control.
 NJ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0890.See file dsdata.txt to determine how the superseded data were derived.
 NJ0890
 NJ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG0174788405(NAD 83)
 NJ0890_MARKER: DS = TRIANGULATION STATION DISK
 NJ0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0890
 NJ0890  HISTORY     - Date     Condition        Report By
 NJ0890  HISTORY     - 1931     MONUMENTED       CGS
 NJ0890  HISTORY     - 1934     GOOD             IAGS
 NJ0890  HISTORY     - 1957     GOOD             CGS
 NJ0890  HISTORY     - 1960     GOOD             USGS
 NJ0890  HISTORY     - 19941202 MARK NOT FOUND   USPSQD
 NJ0890  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0890  HISTORY     - 20060530 MARK NOT FOUND   GEOCAC
 NJ0890
 NJ0890                          STATION DESCRIPTION
 NJ0890
 NJ0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 NJ0890'ABOUT 8 MILES NORTHWEST OF BELLEVUE, 2-1/2 MILES SOUTH OF
 NJ0890'ST. DONATUS, 4 MILES NORTHEAST OF LA MOTTE, ON TOP OF A HIGH
 NJ0890'GRASSY HILL ON THE WEST SIDE OF THE DUBUQUE RIDGE ROAD, ON
 NJ0890'LAND OWNED BY LOUIS KNIEF.  MARK IS ON THE FIRST RIDGE SOUTHWEST
 NJ0890'OF THE HIGH POWER-TRANSMISSION LINE (STEEL TOWERS), ABOUT
 NJ0890'1/4 MILE OFF THIS LINE, ABOUT 200 METERS WEST OF THE CURVE IN
 NJ0890'THE RIDGE ROAD WHERE IT TURNS FROM A NORTHERLY TO AN EASTERLY
 NJ0890'TREND.
 NJ0890'
 NJ0890'TO REACH FROM LA MOTTE, TAKE ROAD LEADING NORTHEAST FROM THE
 NJ0890'PUBLIC SQUARE FOR A DISTANCE OF 4.6 MILES TO RIDGE AND STATION
 NJ0890'SITE.  MARK IS 28 METERS SOUTHWEST OF A FENCE LINE RUNNING
 NJ0890'NORTHWEST, 34-1/2 METERS SOUTH OF THE WEST CORNER OF THIS FENCE,
 NJ0890'70 METERS WEST OF WHERE THIS FENCE MEETS THE FENCE LINE ON THE
 NJ0890'WEST SIDE OF THE DUBUQUE ROAD.  MARK IS SET 10 INCHES BELOW
 NJ0890'THE SURFACE.
 NJ0890'
 NJ0890'REFERENCE MARK NO. 1 IS ABOUT 0.7 MILE EAST OF THE STATION,
 NJ0890'IN THE FENCE LINE ON THE WEST SIDE OF THE BELLEVUE ROAD, 56
 NJ0890'METERS SOUTH OF WHERE THIS ROAD RUNS INTO THE DUBUQUE ROAD.
 NJ0890'
 NJ0890'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, AT THE FENCE
 NJ0890'LINE WEST OF THE DUBUQUE ROAD, 10 METERS WEST OF THE CENTERLINE
 NJ0890'OF THIS ROAD, AND JUST WEST OF WHERE THIS ROAD TOPS THE HIGHEST
 NJ0890'PART OF THE RIDGE.
 NJ0890'
 NJ0890'HEIGHT OF SIGNAL ABOVE STATION MARK - 1 METER.
 NJ0890
 NJ0890                          STATION RECOVERY (1934)
 NJ0890
 NJ0890'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 NJ0890'ONE REFERENCE MARK AND THE TRIANGULATION MARK WERE FOUND.
 NJ0890'THE OTHER MARK WAS NOT LOOKED FOR.  THE STATION WAS ABOVE
 NJ0890'GROUND RATHER THAN BELOW AS GIVEN BY DESCRIPTION.
 NJ0890
 NJ0890                          STATION RECOVERY (1957)
 NJ0890
 NJ0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 NJ0890'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED
 NJ0890'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN KNOCKED
 NJ0890'OUT BY A PLOW OR SOME OTHER TYPE EQUIPMENT AND SHOULD BE CONSIDERED
 NJ0890'AS LOST.  THE REMAINS OF THE POST AND THE DISK WERE FOUND.
 NJ0890
 NJ0890                          STATION RECOVERY (1960)
 NJ0890
 NJ0890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 NJ0890'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NJ0890
 NJ0890                          STATION RECOVERY (1994)
 NJ0890
 NJ0890'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0890'MARK NOT FOUND.
 NJ0890
 NJ0890                          STATION RECOVERY (2001)
 NJ0890
 NJ0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0890'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0890
 NJ0890                          STATION RECOVERY (2006)
 NJ0890
 NJ0890'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0890'THE ROADS USED IN THE DESCRIPTION APPEAR TO HAVE BEEN REROUTED. THE
 NJ0890'KNOLL IS NOW A PART OF A CORN FIELD. A 10 MINUTE SEARCH AROUND THE TOP
 NJ0890'OF THE KNOLL REVEALED NO EVIDENCE OF THE MARK.
 NJ0890' 
 NJ0890'RM1 WAS SEARCHED FOR AND NOT FOUND. NO SEARCH WAS MADE FOR RM2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0783 ***********************************************************************
 MH0783  PACS        -  This is a Primary Airport Control Station.
 MH0783  DESIGNATION -  KNOXPORT
 MH0783  PID         -  MH0783
 MH0783  STATE/COUNTY-  IA/MARION
 MH0783  USGS QUAD   -  KNOXVILLE (1965)
 MH0783
 MH0783                         *CURRENT SURVEY CONTROL
 MH0783  ___________________________________________________________________
 MH0783* NAD 83(1996)-  41 17 52.99952(N)    093 06 45.97567(W)     ADJUSTED  
 MH0783* NAVD 88     -       282.16   (meters)     925.7    (feet)  GPS OBS   
 MH0783  ___________________________________________________________________
 MH0783  X           -    -260,592.219 (meters)                     COMP
 MH0783  Y           -  -4,791,917.446 (meters)                     COMP
 MH0783  Z           -   4,187,513.503 (meters)                     COMP
 MH0783  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 MH0783  ELLIP HEIGHT-         250.31  (meters)          (06/15/04) GPS OBS
 MH0783  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 MH0783
 MH0783  HORZ ORDER  -  B
 MH0783  ELLP ORDER  -  FOURTH    CLASS I
 MH0783
 MH0783.This mark is at Knoxville Municipal Airport (OXV)
 MH0783
 MH0783.The horizontal coordinates were established by GPS observations
 MH0783.and adjusted by the National Geodetic Survey in November 2002..
 MH0783
 MH0783.The orthometric height was determined by GPS observations and a
 MH0783.high-resolution geoid model.
 MH0783
 MH0783.GPS derived orthometric heights for airport stations designated as
 MH0783.PACS or SACS are published to 2 decimal places.  This maintains
 MH0783.centimeter relative accuracy between the PACS and SACS.  It does
 MH0783.not indicate centimeter accuracy relative to other marks which are
 MH0783.part of the NAVD 88 network.
 MH0783
 MH0783.Photographs are available for this station.
 MH0783
 MH0783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0783
 MH0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0783
 MH0783.The ellipsoidal height was determined by GPS observations
 MH0783.and is referenced to NAD 83.
 MH0783
 MH0783.The geoid height was determined by GEOID03.
 MH0783
 MH0783;                    North         East     Units Scale Factor Converg.
 MH0783;SPC IA S     -   144,219.771   532,430.641   MT  0.99994980   +0 15 18.2
 MH0783;UTM  15      - 4,571,851.032   490,558.637   MT  0.99960110   -0 04 27.9
 MH0783
 MH0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0783!SPC IA S     -   0.99996074  x   0.99994980  =   0.99991054
 MH0783!UTM  15      -   0.99996074  x   0.99960110  =   0.99956185
 MH0783
 MH0783:                Primary Azimuth Mark                     Grid Az
 MH0783:SPC IA S     -  OXV A                                    145 34 03.9
 MH0783:UTM  15      -  OXV A                                    145 53 50.0
 MH0783
 MH0783|---------------------------------------------------------------------|
 MH0783| PID    Reference Object                     Distance      Geod. Az  |
 MH0783|                                                           dddmmss.s |
 MH0783| AJ8304 OXV A                               401.471 METERS 1454922.1 |
 MH0783| MH0784 KNOXPORT AZ MK                      APPROX. 0.7 KM 3353932.7 |
 MH0783|---------------------------------------------------------------------|
 MH0783
 MH0783                          SUPERSEDED SURVEY CONTROL
 MH0783
 MH0783  ELLIP H (11/27/02)  250.33   (m)                       GP(       ) 4 1
 MH0783  NAD 83(1996)-  41 17 52.99925(N)    093 06 45.97574(W) AD(       ) B
 MH0783  ELLIP H (03/18/02)  250.33   (m)                       GP(       ) 4 1
 MH0783  NAD 83(1996)-  41 17 53.00186(N)    093 06 45.97687(W) AD(       ) 3
 MH0783  ELLIP H (05/06/99)  250.28   (m)                       GP(       ) 4 1
 MH0783  NAD 83(1986)-  41 17 53.00612(N)    093 06 45.98407(W) AD(       ) 3
 MH0783  NGVD 29 (07/09/90)  282.2    (m)          926.     (f) GPS OBS        
 MH0783
 MH0783.Superseded values are not recommended for survey control.
 MH0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0783.See file dsdata.txt to determine how the superseded data were derived.
 MH0783
 MH0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF9055971851(NAD 83)
 MH0783_MARKER: I = METAL ROD
 MH0783_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MH0783_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MH0783_STAMPING: KNOXPORT 1989
 MH0783_MARK LOGO: NGS   
 MH0783_PROJECTION: FLUSH
 MH0783_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0783+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2000
 MH0783_ROD/PIPE-DEPTH: 7.2  meters
 MH0783_SLEEVE-DEPTH  : 0.9 meters
 MH0783
 MH0783  HISTORY     - Date     Condition        Report By
 MH0783  HISTORY     - 1989     MONUMENTED       NGS
 MH0783  HISTORY     - 20001215 GOOD             WOOLPT
 MH0783
 MH0783                          STATION DESCRIPTION
 MH0783
 MH0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MH0783'THE STATION IS ABOUT 2.5 KM (1.55 MI) SOUTH OF KNOXVILLE, AT THE
 MH0783'KNOXVILLE MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE ENTRANCE RAMP
 MH0783'AND RUNWAY.  OWNERSHIP--CITY OF KNOXVILLE, KNOXVILLE, IA 50138, PHONE
 MH0783'(515) 842-6411.  THE AIRPORT MANAGER IS JACK ROBERTS.
 MH0783'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14, 5 AND 92,
 MH0783'ON THE SOUTH SIDE OF KNOXVILLE, GO SOUTH ON STATE HIGHWAY 14 FOR 0.5
 MH0783'KM (0.30 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, WEST,
 MH0783'ON THE ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH
 MH0783'THE GATE ONTO THE APRON AND ENTRANCE RAMP TO THE JUNCTION OF THE
 MH0783'RUNWAY AND THE STATION ON THE LEFT.
 MH0783'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MH0783'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 MH0783'LOCATED 26.75 M (87.8 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 32.2
 MH0783'M (105.6 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE RAMP, 22.3 M
 MH0783'(73.2 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST AND 14.0 M (45.9 FT)
 MH0783'SOUTHWEST OF A WIND TEE.
 MH0783'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MH0783'DESCRIBED BY M. L. MCCREADY.
 MH0783
 MH0783                          STATION RECOVERY (2000)
 MH0783
 MH0783'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (BJM)
 MH0783'RECOVERED AS DESCRIBED. NOTE-- THE AIRPORT MANAGER IS NOW RANDY
 MH0783'ARNETT.
 MH0783' 
 MH0783'THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 MH0783'STATION.
 MH0783' 
 MH0783' 
 MH0783' 
 MH0783'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0784 ***********************************************************************
 MH0784  SACS        -  This is a Secondary Airport Control Station.
 MH0784  DESIGNATION -  KNOXPORT AZ MK
 MH0784  PID         -  MH0784
 MH0784  STATE/COUNTY-  IA/MARION
 MH0784  USGS QUAD   -  KNOXVILLE (1965)
 MH0784
 MH0784                         *CURRENT SURVEY CONTROL
 MH0784  ___________________________________________________________________
 MH0784* NAD 83(1996)-  41 18 14.34429(N)    093 06 58.78072(W)     ADJUSTED  
 MH0784* NAVD 88     -       281.30   (meters)     922.9    (feet)  GPS OBS   
 MH0784  ___________________________________________________________________
 MH0784  X           -    -260,866.041 (meters)                     COMP
 MH0784  Y           -  -4,791,466.638 (meters)                     COMP
 MH0784  Z           -   4,188,007.649 (meters)                     COMP
 MH0784  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 MH0784  ELLIP HEIGHT-         249.46  (meters)          (06/15/04) GPS OBS
 MH0784  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 MH0784
 MH0784  HORZ ORDER  -  FIRST
 MH0784  ELLP ORDER  -  FOURTH    CLASS I
 MH0784
 MH0784.This mark is at Knoxville Municipal Airport (OXV)
 MH0784
 MH0784.The horizontal coordinates were established by GPS observations
 MH0784.and adjusted by the National Geodetic Survey in November 2002..
 MH0784
 MH0784.The orthometric height was determined by GPS observations and a
 MH0784.high-resolution geoid model.
 MH0784
 MH0784.GPS derived orthometric heights for airport stations designated as
 MH0784.PACS or SACS are published to 2 decimal places.  This maintains
 MH0784.centimeter relative accuracy between the PACS and SACS.  It does
 MH0784.not indicate centimeter accuracy relative to other marks which are
 MH0784.part of the NAVD 88 network.
 MH0784
 MH0784.Photographs are available for this station.
 MH0784
 MH0784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0784
 MH0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0784
 MH0784.The ellipsoidal height was determined by GPS observations
 MH0784.and is referenced to NAD 83.
 MH0784
 MH0784.The geoid height was determined by GEOID03.
 MH0784
 MH0784;                    North         East     Units Scale Factor Converg.
 MH0784;SPC IA S     -   144,876.896   532,129.841   MT  0.99994998   +0 15 09.8
 MH0784;UTM  15      - 4,572,509.646   490,261.725   MT  0.99960117   -0 04 36.4
 MH0784
 MH0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0784!SPC IA S     -   0.99996087  x   0.99994998  =   0.99991085
 MH0784!UTM  15      -   0.99996087  x   0.99960117  =   0.99956206
 MH0784
 MH0784:                Primary Azimuth Mark                     Grid Az
 MH0784:SPC IA S     -  KNOXPORT                                 155 24 14.5
 MH0784:UTM  15      -  KNOXPORT                                 155 44 00.7
 MH0784
 MH0784|---------------------------------------------------------------------|
 MH0784| PID    Reference Object                     Distance      Geod. Az  |
 MH0784|                                                           dddmmss.s |
 MH0784| MH0783 KNOXPORT                            APPROX. 0.7 KM 1553924.3 |
 MH0784|---------------------------------------------------------------------|
 MH0784
 MH0784                          SUPERSEDED SURVEY CONTROL
 MH0784
 MH0784  ELLIP H (11/27/02)  249.47   (m)                       GP(       ) 4 1
 MH0784  NAD 83(1996)-  41 18 14.34402(N)    093 06 58.78079(W) AD(       ) 1
 MH0784  ELLIP H (03/18/02)  249.47   (m)                       GP(       ) 4 1
 MH0784  NAD 83(1996)-  41 18 14.34662(N)    093 06 58.78165(W) AD(       ) 3
 MH0784  ELLIP H (05/06/99)  249.42   (m)                       GP(       ) 4 1
 MH0784  NAD 83(1986)-  41 18 14.35088(N)    093 06 58.78885(W) AD(       ) 3
 MH0784  NGVD 29 (07/09/90)  281.3    (m)          923.     (f) GPS OBS        
 MH0784
 MH0784.Superseded values are not recommended for survey control.
 MH0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0784.See file dsdata.txt to determine how the superseded data were derived.
 MH0784
 MH0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF9026272510(NAD 83)
 MH0784_MARKER: I = METAL ROD
 MH0784_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MH0784_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MH0784_STAMPING: KNOXPORT AZ MK 1989
 MH0784_MARK LOGO: NGS   
 MH0784_PROJECTION: FLUSH
 MH0784_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0784+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2000
 MH0784_ROD/PIPE-DEPTH: 6.7  meters
 MH0784_SLEEVE-DEPTH  : 0.9 meters
 MH0784
 MH0784  HISTORY     - Date     Condition        Report By
 MH0784  HISTORY     - 1989     MONUMENTED       NGS
 MH0784  HISTORY     - 20001215 GOOD             WOOLPT
 MH0784
 MH0784                          STATION DESCRIPTION
 MH0784
 MH0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MH0784'THE STATION IS ABOUT 2.5 KM (1.55 MI) SOUTH OF KNOXVILLE, AT THE
 MH0784'KNOXVILLE MUNICIPAL AIRPORT AND AT THE EAST CORNER OF THE TURN-AROUND
 MH0784'OF RUNWAY 15.  OWNERSHIP--CITY OF KNOXVILLE, KNOXVILLE, IA 50138,
 MH0784'PHONE (515) 842-6411.  THE AIRPORT MANAGER IS JACK ROBERTS.
 MH0784'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14, 5 AND 92,
 MH0784'ON THE SOUTH SIDE OF KNOXVILLE, GO SOUTH ON STATE HIGHWAY 14 FOR 0.5
 MH0784'KM (0.30 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, WEST,
 MH0784'ON THE ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH
 MH0784'THE GATE ONTO THE APRON AND ENTRANCE RAMP TO THE JUNCTION OF THE
 MH0784'RUNWAY.  TURN RIGHT, NORTHWEST, ON THE RUNWAY FOR 0.7 KM (0.45 MI) TO
 MH0784'THE STATION ON THE RIGHT.
 MH0784'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MH0784'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 MH0784'LOCATED AT THE EAST CORNER OF THE TURN-AROUND, 24.5 M (80.4 FT)
 MH0784'NORTHEAST OF THE CENTER OF THE RUNWAY, 2.1 M (6.9 FT) SOUTHWEST OF THE
 MH0784'SOUTHWEST CORNER OF A CONCRETE CABLE DUCT COVER, 1.0 M (3.3 FT) EAST
 MH0784'OF THE EAST CORNER OF THE TURN-AROUND AND 0.85 M (2.8 FT) NORTHEAST OF
 MH0784'A FIBERGLASS WITNESS POST.
 MH0784'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MH0784'DESCRIBED BY M. L. MCCREADY.
 MH0784
 MH0784                          STATION RECOVERY (2000)
 MH0784
 MH0784'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (BJM)
 MH0784'RECOVERED AS DESCRIBED. NOTE-- THE AIRPORT MANAGER IS NOW RANDY
 MH0784'ARNETT.
 MH0784' 
 MH0784'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 MH0784'STATION.
 MH0784' 
 MH0784' 
 MH0784' 
 MH0784' 
 MH0784' 
 MH0784'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0633 ***********************************************************************
 MH0633  DESIGNATION -  KNOXVILLE COURTHOUSE
 MH0633  PID         -  MH0633
 MH0633  STATE/COUNTY-  IA/MARION
 MH0633  USGS QUAD   -  KNOXVILLE (1965)
 MH0633
 MH0633                         *CURRENT SURVEY CONTROL
 MH0633  ___________________________________________________________________
 MH0633* NAD 83(1996)-  41 19 06.53403(N)    093 05 49.29372(W)     ADJUSTED  
 MH0633* NAVD 88     -                                                        
 MH0633  ___________________________________________________________________
 MH0633  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 MH0633  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MH0633
 MH0633  HORZ ORDER  -  THIRD
 MH0633
 MH0633.The horizontal coordinates were established by classical geodetic methods
 MH0633.and adjusted by the National Geodetic Survey in May 1999..
 MH0633
 MH0633
 MH0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0633
 MH0633.The geoid height was determined by GEOID03.
 MH0633
 MH0633;                    North         East     Units Scale Factor Converg.
 MH0633;SPC IA S     -   146,494.160   533,738.774   MT  0.99995047   +0 15 55.6
 MH0633;UTM  15      - 4,574,117.069   491,879.366   MT  0.99960081   -0 03 50.6
 MH0633
 MH0633                          SUPERSEDED SURVEY CONTROL
 MH0633
 MH0633  NAD 83(1986)-  41 19 06.55272(N)    093 05 49.29452(W) AD(       ) 4
 MH0633  NAD 27      -  41 19 06.57800(N)    093 05 48.53400(W) AD(       ) 3
 MH0633
 MH0633.Superseded values are not recommended for survey control.
 MH0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0633.See file dsdata.txt to determine how the superseded data were derived.
 MH0633
 MH0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF9187974117(NAD 83)
 MH0633_MARKER: 87 = DOME
 MH0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0633+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 MH0633
 MH0633  HISTORY     - Date     Condition        Report By
 MH0633  HISTORY     - 1928     FIRST OBSERVED   CGS
 MH0633  HISTORY     - 1964     GOOD             USGS
 MH0633  HISTORY     - 20041127 GOOD             GEOCAC
 MH0633
 MH0633                          STATION DESCRIPTION
 MH0633
 MH0633'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0633'RECOVERED AS DESCRIBED.
 MH0633
 MH0633                          STATION RECOVERY (2004)
 MH0633
 MH0633'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 MH0633'SQUARE STONE TOWER TOPPED BY A SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0632 ***********************************************************************
 MH0632  DESIGNATION -  KNOXVILLE WATER TOWER
 MH0632  PID         -  MH0632
 MH0632  STATE/COUNTY-  IA/MARION
 MH0632  USGS QUAD   -  KNOXVILLE (1965)
 MH0632
 MH0632                         *CURRENT SURVEY CONTROL
 MH0632  ___________________________________________________________________
 MH0632* NAD 83(1996)-  41 19 10.02361(N)    093 06 29.37377(W)     ADJUSTED  
 MH0632* NAVD 88     -                                                        
 MH0632  ___________________________________________________________________
 MH0632  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 MH0632  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 MH0632
 MH0632  HORZ ORDER  -  THIRD
 MH0632
 MH0632.The horizontal coordinates were established by classical geodetic methods
 MH0632.and adjusted by the National Geodetic Survey in May 1999..
 MH0632
 MH0632
 MH0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0632
 MH0632.The geoid height was determined by GEOID03.
 MH0632
 MH0632;                    North         East     Units Scale Factor Converg.
 MH0632;SPC IA S     -   146,597.549   532,806.162   MT  0.99995050   +0 15 29.2
 MH0632;UTM  15      - 4,574,225.781   490,947.690   MT  0.99960101   -0 04 17.1
 MH0632
 MH0632                          SUPERSEDED SURVEY CONTROL
 MH0632
 MH0632  NAD 83(1986)-  41 19 10.03240(N)    093 06 29.38037(W) AD(       ) 4
 MH0632  NAD 27      -  41 19 10.04700(N)    093 06 28.63400(W) AD(       ) 3
 MH0632
 MH0632.Superseded values are not recommended for survey control.
 MH0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0632.See file dsdata.txt to determine how the superseded data were derived.
 MH0632
 MH0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF9094874226(NAD 83)
 MH0632_MARKER: 54 = WATER TOWER
 MH0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0632+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 MH0632
 MH0632  HISTORY     - Date     Condition        Report By
 MH0632  HISTORY     - 1928     FIRST OBSERVED   CGS
 MH0632  HISTORY     - 20041127 GOOD             GEOCAC
 MH0632
 MH0632                          STATION DESCRIPTION
 MH0632
 MH0632'DESCRIBED BY GEOCACHING 2004 (BDH)
 MH0632'LARGE CYLINDRICAL TANK WITH ROUNDED BOTTOM AND VERY LOW PITCH ROOF, ON
 MH0632'6 LEGS, AND PAINTED YELLOW WITH BLACK LETTERING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1212 ***********************************************************************
 MJ1212  DESIGNATION -  KONFRST
 MJ1212  PID         -  MJ1212
 MJ1212  STATE/COUNTY-  IA/MILLS
 MJ1212  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ1212
 MJ1212                         *CURRENT SURVEY CONTROL
 MJ1212  ___________________________________________________________________
 MJ1212* NAD 83(1996)-  41 02 07.74078(N)    095 46 41.23341(W)     ADJUSTED  
 MJ1212* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 MJ1212  ___________________________________________________________________
 MJ1212  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 MJ1212  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 MJ1212
 MJ1212  HORZ ORDER  -  FIRST
 MJ1212
 MJ1212.The horizontal coordinates were established by classical geodetic methods
 MJ1212.and adjusted by the National Geodetic Survey in May 1999..
 MJ1212
 MJ1212.The orthometric height was scaled from a topographic map.
 MJ1212
 MJ1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1212
 MJ1212.The geoid height was determined by GEOID03.
 MJ1212
 MJ1212;                    North         East     Units Scale Factor Converg.
 MJ1212;SPC IA S     -   117,496.930   308,463.743   MT  0.99995252   -1 30 02.2
 MJ1212;SPC NE       -   142,133.915   854,767.710   MT  0.99969208   +2 47 52.2
 MJ1212;UTM  15      - 4,546,414.685   266,468.375   MT  1.00027128   -1 49 29.0
 MJ1212
 MJ1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1212!SPC IA S     -   0.99994455  x   0.99995252  =   0.99989708
 MJ1212!SPC NE       -   0.99994455  x   0.99969208  =   0.99963665
 MJ1212!UTM  15      -   0.99994455  x   1.00027128  =   1.00021582
 MJ1212
 MJ1212:                Primary Azimuth Mark                     Grid Az
 MJ1212:SPC IA S     -  GLENWOOD MUNICIPAL TANK                  058 15 53.5
 MJ1212:SPC NE       -  GLENWOOD MUNICIPAL TANK                  053 57 59.1
 MJ1212:UTM  15      -  GLENWOOD MUNICIPAL TANK                  058 35 20.3
 MJ1212
 MJ1212|---------------------------------------------------------------------|
 MJ1212| PID    Reference Object                     Distance      Geod. Az  |
 MJ1212|                                                           dddmmss.s |
 MJ1212| MJ1206 GLENWOOD MUNICIPAL TANK             APPROX. 2.9 KM 0564551.3 |
 MJ1212| CL7259 KONFRST AZ MK 2                                    0741723.8 |
 MJ1212| MJ1204 GLENWOOD STATE SCH WATER TANK       APPROX. 3.6 KM 0881126.9 |
 MJ1212| CL7260 KONFRST RM 1                         47.207 METERS 14100     |
 MJ1212| CL7262 KONFRST RM 3                         29.477 METERS 14701     |
 MJ1212| CL7258 KONFRST AZ MK                                      1853854.5 |
 MJ1212| MJ1214 PLATTSMOUTH MUN STANDPIPE           APPROX. 9.3 KM 2584852.7 |
 MJ1212| CL7261 KONFRST RM 2                         40.147 METERS 34955     |
 MJ1212|---------------------------------------------------------------------|
 MJ1212
 MJ1212                          SUPERSEDED SURVEY CONTROL
 MJ1212
 MJ1212  NAD 83(1996)-  41 02 07.74077(N)    095 46 41.23340(W) AD(       ) 1
 MJ1212  NAD 83(1986)-  41 02 07.74993(N)    095 46 41.23071(W) AD(       ) 1
 MJ1212  NAD 27      -  41 02 07.75100(N)    095 46 40.20800(W) AD(       ) 1
 MJ1212
 MJ1212.Superseded values are not recommended for survey control.
 MJ1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1212.See file dsdata.txt to determine how the superseded data were derived.
 MJ1212
 MJ1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6646846415(NAD 83)
 MJ1212_MARKER: DS = TRIANGULATION STATION DISK
 MJ1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1212_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1212
 MJ1212  HISTORY     - Date     Condition        Report By
 MJ1212  HISTORY     - 1934     MONUMENTED       CGS
 MJ1212  HISTORY     - 1947     GOOD             CGS
 MJ1212
 MJ1212                          STATION DESCRIPTION
 MJ1212
 MJ1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ1212'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF GLENWOOD, IN
 MJ1212'THE SOUTH HALF OF SEC. 15, T. 72 N., R. 43 W., ON THE TOP
 MJ1212'OF THE BLUFFS OVERLOOKING THE MISSOURI RIVER, IN A TIMBERED
 MJ1212'PASTURE ON THE HIGHEST KNOLL IN THE VICINITY, 25 FEET WEST
 MJ1212'OF A CULTIVATED FIELD AND 250 FEET SOUTH OF THE WEST END OF
 MJ1212'A LANE BETWEEN A CULTIVATED FIELD AND A PASTURE.
 MJ1212'
 MJ1212'TO REACH FROM GLENWOOD, FROM JUNCTIONS OF U.S. HIGHWAYS 275 AND
 MJ1212'34, GO SOUTH 1.7 MILES, LEAVE HIGHWAY AND GO WEST ON DIRT
 MJ1212'ROAD FOR 0.25 MILE, THEN NORTH 0.7 MILE TO HOUSE ON LEFT,
 MJ1212'GO ON ROAD TO FARM BUILDINGS TO BARN, KEEP TO RIGHT OF BARN AND
 MJ1212'PASS THROUGH CORRALS TO GATE LEADING TO LANE, FOLLOW LANE 0.15
 MJ1212'MILE TO GATE ON LEFT, PASS THROUGH GATE AND GO 0.2 MILE TO END
 MJ1212'OF LANE, THEN SOUTH ALONG FENCE 250 FEET TO STATION.
 MJ1212'
 MJ1212'REFERENCE MARK NO. 1 IS SOUTH OF STATION 154.88
 MJ1212'FEET (47.207 METERS).
 MJ1212'
 MJ1212'REFERENCE MARK NO. 2 IS NORTH OF STATION 131.72 FEET
 MJ1212'(40.147 METERS).
 MJ1212'
 MJ1212'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE SOUTHWEST OF
 MJ1212'STATION ON NORTH SIDE OF U.S. HIGHWAY 34, ALONG EAST-AND-WEST
 MJ1212'FENCE LINE, 75 FEET FROM CENTERLINE OF HIGHWAY.
 MJ1212'
 MJ1212'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 MJ1212
 MJ1212                          STATION RECOVERY (1947)
 MJ1212
 MJ1212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1212'THE STATION WAS FOUND AS DESCRIBED, EXCEPT THE WESTERLY SIDE
 MJ1212'OF FIELD NOW EXTENDS TO THE STATION, LEAVING THE REFERENCE MARK IN
 MJ1212'CULTIVATED FIELD.  MR KONFRST REQUESTED THAT R.M. NO. 1 BE MOVED.
 MJ1212'A NEW AZIMUTH AND R.M. NO. 3 WAS SET.  A NEW DESCRIPTION FOLLOWS.
 MJ1212'
 MJ1212'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHWEST OF GLENWOOD,
 MJ1212'ON THE HIGHEST KNOLL IN THE VICINITY OVER LOOKING THE MISSOURI
 MJ1212'RIVER.  IT IS 250 FEET SOUTH OF A LANE BETWEEN FIELDS LEADING
 MJ1212'TO THE PASTURE AND 1 FOOT WEST OF PASTURE FENCE.  THE MARK
 MJ1212'PROJECTS 6 INCHES AND THE DISK IS STAMPED KONFRST 1934.
 MJ1212'
 MJ1212'REFERENCE MARK NO. 2 IS 131.72 FEET NORTH-NORTHWEST OF THE STATION
 MJ1212'IN FIELD AND 27 FEET EAST OF THE PASTURE FENCE.  THE MARK PROJECTS
 MJ1212'10 INCHES AND THE DISK IS STAMPED KONFRST NO 2 1934.
 MJ1212'
 MJ1212'REFERENCE MARK NO. 3 IS 96.71 FEET SOUTHEAST OF THE STATION AND
 MJ1212'2 FEET EAST OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 MJ1212'DISK IS STAMPED KONFRST NO 3 1947.
 MJ1212'
 MJ1212'AZIMUTH MARK IS ABOUT 0.25 MILE EAST-NORTHEAST OF THE STATION,
 MJ1212'34 FEET WEST-SOUTHWEST OF THE EAST CEDAR TREE OF SEVERAL IN LANE,
 MJ1212'2 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH OF THE SOUTH
 MJ1212'FENCE OF LANE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 MJ1212'STAMPED KONFRST 1947.
 MJ1212'
 MJ1212'305 (MORC) IS ABOUT 0.15 MILE SOUTH-SOUTHEAST OF THE STATION,
 MJ1212'41 PACES NORTH OF A LONE TREE IN FIELD AND 26 FEET EAST OF THE
 MJ1212'FENCE.  THE MARK IS A 2 INCH PIPE WITH A BRONZE CAP HAVING
 MJ1212'U.S. AND TRIANGLE MARKING THE CENTER CAST ON ITS FACE.  THE PIPE
 MJ1212'PROJECTS 4 INCHES AND THE CAP IS STAMPED 305.
 MJ1212'
 MJ1212'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 275 AND 34 IN
 MJ1212'GLENWOOD, GO SOUTH ON U.S. HIGHWAY 34 FOR 1.75 MILES TO A
 MJ1212'SIDE ROAD RIGHT, TURN RIGHT ON DIRT ROAD FOR 0.25 MILE TO A T
 MJ1212'INTERSECTION, TURN RIGHT FOR 0.8 MILE TO A FARM HOME ON THE
 MJ1212'LEFT, TURN LEFT THROUGH YARD TO GATE AT THE NORTHWEST CORNER OF
 MJ1212'BARN, PASS THROUGH GATE AND FOLLOW ALONG THE SOUTH SIDE OF
 MJ1212'FIELD FOR 0.15 MILE TO A GATE ON THE LEFT, (AZIMUTH MARK
 MJ1212'WEST-SOUTHWEST OF GATE) TURN LEFT THROUGH GATE INTO LANE AND
 MJ1212'GO WEST FOR 0.15 MILE TO A GATE ON THE LEFT, TURN LEFT
 MJ1212'THROUGH GATE AND FOLLOW ALONG THE SOUTH SIDE OF LANE TO THE
 MJ1212'TOP HILL, THENCE LEFT ABOUT 250 FEET TO HIGHEST POINT AND
 MJ1212'THE STATION.
 MJ1212'
 MJ1212'A SEARCH WAS MADE FOR THE 1934 AZIMUTH, MARK WAS NOT FOUND.
 MJ1212'
 MJ1212'HEIGHT OF LIGHT ABOVE STATION MARK- 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0587 ***********************************************************************
 OQ0587  DESIGNATION -  KRULL RESET
 OQ0587  PID         -  OQ0587
 OQ0587  STATE/COUNTY-  IA/LYON
 OQ0587  USGS QUAD   -  EDNA (1971)
 OQ0587
 OQ0587                         *CURRENT SURVEY CONTROL
 OQ0587  ___________________________________________________________________
 OQ0587* NAD 83(1996)-  43 23 22.36216(N)    096 02 17.57260(W)     ADJUSTED  
 OQ0587* NAVD 88     -       441.     (meters)    1447.     (feet)  SCALED    
 OQ0587  ___________________________________________________________________
 OQ0587  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 OQ0587  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 OQ0587
 OQ0587  HORZ ORDER  -  FIRST
 OQ0587
 OQ0587.The horizontal coordinates were established by classical geodetic methods
 OQ0587.and adjusted by the National Geodetic Survey in May 1999..
 OQ0587
 OQ0587.The orthometric height was scaled from a topographic map.
 OQ0587
 OQ0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0587
 OQ0587.The geoid height was determined by GEOID03.
 OQ0587
 OQ0587;                    North         East     Units Scale Factor Converg.
 OQ0587;SPC IA N     - 1,212,981.059 1,294,369.601   MT  1.00002477   -1 43 12.9
 OQ0587;UTM  14      - 4,808,335.808   739,885.757   MT  1.00030792   +2 02 08.1
 OQ0587;UTM  15      - 4,808,558.682   253,923.635   MT  1.00034493   -2 05 17.4
 OQ0587
 OQ0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0587!SPC IA N     -   0.99993498  x   1.00002477  =   0.99995975
 OQ0587!UTM  14      -   0.99993498  x   1.00030792  =   1.00024288
 OQ0587!UTM  15      -   0.99993498  x   1.00034493  =   1.00027989
 OQ0587
 OQ0587:                Primary Azimuth Mark                     Grid Az
 OQ0587:SPC IA N     -  KRULL AZ MK RESET                        002 43 03.2
 OQ0587:UTM  14      -  KRULL AZ MK RESET                        358 57 42.2
 OQ0587:UTM  15      -  KRULL AZ MK RESET                        003 05 07.7
 OQ0587
 OQ0587|---------------------------------------------------------------------|
 OQ0587| PID    Reference Object                     Distance      Geod. Az  |
 OQ0587|                                                           dddmmss.s |
 OQ0587| CO3879 KRULL AZ MK RESET                                  0005950.3 |
 OQ0587| CO3880 KRULL RM 1                           55.611 METERS 00947     |
 OQ0587| OP0831 LITTLE ROCK MUNICIPAL TANK          APPROX.13.8 KM 0652620.3 |
 OQ0587| CO3882 KRULL RM 3                           14.960 METERS 11433     |
 OQ0587| OQ0588 GEORGE MUNICIPAL TANK               APPROX. 5.8 KM 1492835.8 |
 OQ0587| CO3878 KRULL AZ MK                                        1791805.7 |
 OQ0587| CO3883 KRULL RM 4                           34.031 METERS 25934     |
 OQ0587| OQ0596 ROCK RAPIDS MUNICIPAL TANK          APPROX.11.8 KM 2894500.0 |
 OQ0587| CO3881 KRULL RM 2                           37.210 METERS 31732     |
 OQ0587|---------------------------------------------------------------------|
 OQ0587
 OQ0587                          SUPERSEDED SURVEY CONTROL
 OQ0587
 OQ0587  NAD 83(1996)-  43 23 22.36216(N)    096 02 17.57259(W) AD(       ) 1
 OQ0587  NAD 83(1996)-  43 23 22.36035(N)    096 02 17.56772(W) AD(       ) 1
 OQ0587  NAD 83(1996)-  43 23 22.36062(N)    096 02 17.56619(W) AD(       ) 1
 OQ0587  NAD 83(1986)-  43 23 22.36175(N)    096 02 17.56068(W) AD(       ) 1
 OQ0587  NAD 27      -  43 23 22.47000(N)    096 02 16.48900(W) AD(       ) 1
 OQ0587
 OQ0587.Superseded values are not recommended for survey control.
 OQ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0587.See file dsdata.txt to determine how the superseded data were derived.
 OQ0587
 OQ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP3988608336(NAD 83)
 OQ0587_MARKER: DS = TRIANGULATION STATION DISK
 OQ0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0587_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OQ0587
 OQ0587  HISTORY     - Date     Condition        Report By
 OQ0587  HISTORY     - 1934     MONUMENTED       CGS
 OQ0587  HISTORY     - 1962     SEE DESCRIPTION  CGS
 OQ0587
 OQ0587                          STATION DESCRIPTION
 OQ0587
 OQ0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OQ0587'STATION IS LOCATED ABOUT 3 MILES NORTH AND 2 MILES WEST OF
 OQ0587'THE TOWN OF GEORGE, IN THE SOUTHEAST CORNER OF THE SOUTHEAST
 OQ0587'QUARTER OF SEC. 16, T. 99 N., R. 44 W., ON LAND OWNED BY
 OQ0587'THE PUBLIC SCHOOLS, 56 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 OQ0587'ROAD, 95 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD, 38
 OQ0587'FEET SOUTH OF SOUTHEAST CORNER OF SCHOOLHOUSE AND IS FLUSH
 OQ0587'WITH GROUND.
 OQ0587'
 OQ0587'TO REACH FROM FLAGPOLE IN CENTER OF THE STREET IN GEORGE,
 OQ0587'GO NORTH 0.15 MILE TO T-FORK AT END OF STREET, THEN TURN
 OQ0587'RIGHT AND GO EAST 0.2 MILE TO CROSSROADS, TURN LEFT AND GO
 OQ0587'NORTH ON COUNTY ROAD V FOR 3.0 MILES, LEAVE COUNTY ROAD V,
 OQ0587'TURN LEFT AND GO WEST ON SECTION-LINE DIRT ROAD 2 MILES TO
 OQ0587'SCHOOLHOUSE AND STATION.
 OQ0587'
 OQ0587'REFERENCE MARK NO. 1 IS 55.600 METERS (182.41 FEET)
 OQ0587'NORTH-NORTHEAST OF STATION, 25 FEET WEST OF SOUTHWEST CORNER
 OQ0587'OF PASTURE AND 1 FOOT SOUTH OF EAST-WEST FENCE.  MARK PROJECTS
 OQ0587'APPROXIMATELY 6 INCHES ABOVE GROUND.
 OQ0587'
 OQ0587'REFERENCE MARK NO. 2 IS 37.205 METERS (122.06 FEET) NORTHWEST
 OQ0587'OF STATION, 1 FOOT EAST OF NORTH-SOUTH FENCE.  MARK PROJECTS
 OQ0587'APPROXIMATELY 8 INCHES.
 OQ0587'
 OQ0587'AZIMUTH MARK IS LOCATED 1.5 MILES SOUTH OF STATION.  REACHED
 OQ0587'FROM STATION BY GOING SOUTH ON GRAVEL ROAD 1.5 MILES TO MARK
 OQ0587'ON LEFT SIDE OF ROAD, AT THE NORTHWEST CORNER OF GROVE OF
 OQ0587'TREES, 35 FEET EAST OF CENTERLINE OF ROAD LEADING TO MARK, 4
 OQ0587'FEET EAST OF NORTH-SOUTH WIRE FENCE AND PROJECTS APPROXIMATELY
 OQ0587'4 INCHES.
 OQ0587'
 OQ0587'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 OQ0587
 OQ0587                          STATION RECOVERY (1962)
 OQ0587
 OQ0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 OQ0587'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 OQ0587'FOUND IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD
 OQ0587'BEEN DESTROYED BY ROAD CONSTRUCTION.  THE SCHOOLHOUSE HAS
 OQ0587'BEEN SOLD AND REMOVED AND THE LAND BEONGS TO MR. PETER J.
 OQ0587'KRULL WHO REQUESTED THAT THE STATION AND REFERENCE MARKS BE
 OQ0587'MOVED.  THE SURFACE AND UNDERGROUND STATION MARKS WERE LOWERED
 OQ0587'IN PLACE, THE TWO REFERENCE MARKS WERE MOVED, AND THE AZIUTH
 OQ0587'MARK WAS RE-ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 OQ0587'
 OQ0587'STATION IS LOCATED ABOUT 3 MILES NORTH AND 2 MILES WEST OF
 OQ0587'THE SMALL TOWN OF GEORGE IN THE SOUTHEAST CORNER OF THE SE
 OQ0587'1/4 OF SEC. 16, T 99 N., R 44 W. ON LAND OWNED BY PETER J.
 OQ0587'KNULL AND OCCUPIED BY MR. CHAS. GRUIS, 95 FEET WEST OF THE
 OQ0587'CENTER OF A NORTH-SOUTH GRAVEL ROAD, 55 FEET NORTH OF THE
 OQ0587'CENTER OF AN EAST-WEST GRAVEL ROAD, 67 FEET WEST-NORTHWEST
 OQ0587'OF A SOUTHEAST FENCE CORNER, 62 FEET WEST OF A NORTH-SOUTH
 OQ0587'FENCE, AND 21 FEET NORTH OF AN EAST-WEST FENCE.  THE MARK IS
 OQ0587'12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 OQ0587'STAMPED KNULL 1934.
 OQ0587'
 OQ0587'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE SMALL TOWN
 OQ0587'OF GEORGE, GO EAST 0.15 MILE.  TURN LEFT AND GO NORTH ON
 OQ0587'COUNTY ROAD 339 (PAVED) FOR 3.1 MILES TO CROSSROADS.  TURN
 OQ0587'LEFT AND GO WEST FOR 2.0 MILES TO CROSSROADS AND THE
 OQ0587'STATION AS DESCRIBED.
 OQ0587'
 OQ0587'REFERENCE MARK NO. 3 IS 51 FEET WEST OF THE CENTER OF GRAVEL
 OQ0587'ROAD, 35 FEET NORTH OF CENTER OF GRAVEL ROAD, 18 FEET WEST
 OQ0587'OF FENCE CORNER, AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS
 OQ0587'6 INCHES AND THE DISK IS STAMPED KRULL NO 3 1934.
 OQ0587'
 OQ0587'REFERENCE MARK NO. 4 IS 34 FEET NORTH OF THE CENTER OF GRAVEL
 OQ0587'ROAD AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 4 INCHES
 OQ0587'AND THE DISK IS STAMPED KRULL NO 4 1934.  DISTANCE
 OQ0587'BETWEEN REFERENCE MARKS IS 154.46 FEET.
 OQ0587'
 OQ0587'AZIMUTH MARK (RESET) IS 0.25 MILE NORTH OF THE STATION IN A
 OQ0587'FARMYARD, 77 FEET WEST OF THE CENTER OF GRAVELED ROAD, 71 FEET
 OQ0587'EAST OF THE NORTHEAST CORNER OF BARN, 44 FEET WEST OF A
 OQ0587'NORTHEAST FENCE CORNER AND EAST GATE POST, AND 1 FOOT NORTH
 OQ0587'OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 OQ0587'STAMPED KRULL RESE 1961.
 OQ0587'
 OQ0587'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1650 ***********************************************************************
 NM1650  DESIGNATION -  KRUSE
 NM1650  PID         -  NM1650
 NM1650  STATE/COUNTY-  IA/PLYMOUTH
 NM1650  USGS QUAD   -  BRUNSVILLE (1969)
 NM1650
 NM1650                         *CURRENT SURVEY CONTROL
 NM1650  ___________________________________________________________________
 NM1650* NAD 83(1996)-  42 50 57.17583(N)    096 18 48.63783(W)     ADJUSTED  
 NM1650* NAVD 88     -       443.     (meters)    1453.     (feet)  SCALED    
 NM1650  ___________________________________________________________________
 NM1650  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 NM1650  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 NM1650
 NM1650  HORZ ORDER  -  FIRST
 NM1650
 NM1650.The horizontal coordinates were established by classical geodetic methods
 NM1650.and adjusted by the National Geodetic Survey in May 1999..
 NM1650
 NM1650.The orthometric height was scaled from a topographic map.
 NM1650
 NM1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1650
 NM1650.The geoid height was determined by GEOID03.
 NM1650
 NM1650;                    North         East     Units Scale Factor Converg.
 NM1650;SPC IA N     - 1,153,693.472 1,270,077.306   MT  0.99995038   -1 54 24.6
 NM1650;UTM  14      - 4,747,571.815   719,512.175   MT  1.00019284   +1 49 39.8
 NM1650
 NM1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1650!SPC IA N     -   0.99993458  x   0.99995038  =   0.99988497
 NM1650!UTM  14      -   0.99993458  x   1.00019284  =   1.00012741
 NM1650
 NM1650:                Primary Azimuth Mark                     Grid Az
 NM1650:SPC IA N     -  KRUSE AZ MK                              004 22 53.8
 NM1650:UTM  14      -  KRUSE AZ MK                              000 38 49.4
 NM1650
 NM1650|---------------------------------------------------------------------|
 NM1650| PID    Reference Object                     Distance      Geod. Az  |
 NM1650|                                                           dddmmss.s |
 NM1650| CO3884 KRUSE AZ MK                                        0022829.2 |
 NM1650| CO3885 KRUSE RM 1                           37.462 METERS 09045     |
 NM1650| CO3887 KRUSE RM 3                           31.967 METERS 10145     |
 NM1650| NM1621 LE MARS IOWA LT CO ABAN C STK       APPROX.13.7 KM 1115832.1 |
 NM1650| NM1620 LE MARS ST JOSEPH CATH CH           APPROX.14.2 KM 1155320.9 |
 NM1650| NM1619 LE MARS MUNICIPAL TANK              APPROX.14.4 KM 1190031.0 |
 NM1650| CO3886 KRUSE RM 2                           27.245 METERS 14459     |
 NM1650|---------------------------------------------------------------------|
 NM1650
 NM1650                          SUPERSEDED SURVEY CONTROL
 NM1650
 NM1650  NAD 83(1996)-  42 50 57.17584(N)    096 18 48.63782(W) AD(       ) 1
 NM1650  NAD 83(1996)-  42 50 57.17578(N)    096 18 48.63759(W) AD(       ) 1
 NM1650  NAD 83(1996)-  42 50 57.17584(N)    096 18 48.63553(W) AD(       ) 1
 NM1650  NAD 83(1986)-  42 50 57.17852(N)    096 18 48.63173(W) AD(       ) 1
 NM1650  NAD 27      -  42 50 57.21900(N)    096 18 47.53900(W) AD(       ) 1
 NM1650
 NM1650.Superseded values are not recommended for survey control.
 NM1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1650.See file dsdata.txt to determine how the superseded data were derived.
 NM1650
 NM1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1951247572(NAD 83)
 NM1650_MARKER: DS = TRIANGULATION STATION DISK
 NM1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1650_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1650
 NM1650  HISTORY     - Date     Condition        Report By
 NM1650  HISTORY     - 1934     MONUMENTED       CGS
 NM1650  HISTORY     - 1940     GOOD             CGS
 NM1650  HISTORY     - 1949     GOOD             CGS
 NM1650
 NM1650                          STATION DESCRIPTION
 NM1650
 NM1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM1650'STATION IS LOCATED ABOUT 7-1/2 MILES WEST AND 4 MILES NORTH
 NM1650'OF LE MARS, IN THE NORTHWEST QUARTER OF SEC. 30, T. 93 N.,
 NM1650'R. 46 W., ON LAND OWNED AND OCCUPIED BY H.H. KRUSE WHO LIVES
 NM1650'AT STATION.  STATION IS ABOUT 300 FEET WEST-NORTHWEST OF THE
 NM1650'HOUSE, 90 FEET SOUTH OF GATE ENTERING FIELD, AND APPROXIMATELY
 NM1650'10 FEET EAST OF WEST ROW OF TREES SURROUNDING FARMYARD, AND
 NM1650'PROJECTS APPROXIMATELY 5 INCHES ABOVE GROUND.
 NM1650'
 NM1650'REACHED FROM THE JUNCTION OF STATE HIGHWAY 5 AND U.S. HIGHWAY
 NM1650'75 AT THE WEST EDGE OF LE MARS BY FOLLOWING STATE HIGHWAY
 NM1650'5 WEST FOR 3.7 MILES, THEN TURN RIGHT AND GO NORTH ON STATE
 NM1650'HIGHWAY 5 FOR 0.8 MILE, THEN TURN LEFT AND GO WEST ON HIGHWAY
 NM1650'5 FOR 1.2 MILES TO BRUNSVILLE, CONTINUE WEST ON STATE HIGHWAY
 NM1650'5 FOR 2.1 MILES TO CROSSROADS, THEN LEAVE STATE HIGHWAY 5
 NM1650'TURN RIGHT AND GO NORTH ON DIRT ROAD FOR 2.85 MILES TO THE
 NM1650'KRUSE FARMHOUSE ON LEFT SIDE OF ROAD.
 NM1650'
 NM1650'REFERENCE MARK NO. 1 IS 37.462 METERS (122.91 FEET) EAST OF
 NM1650'STATION AND ABOUT 3 FEET WEST OF WEST SIDE OF SMALL CHICKEN
 NM1650'SHED.  MARK PROJECTS APPROXIMATELY 4 INCHES.
 NM1650'
 NM1650'REFERENCE MARK NO. 2 IS 27.245 METERS (89.39 FEET) SOUTHEAST
 NM1650'OF STATION, 4 FEET NORTHWEST OF NORTHWEST CORNER OF BARN,
 NM1650'AND PROJECTS APPROXIMATELY 4 INCHES.
 NM1650'
 NM1650'AZIMUTH MARK IS APPROXIMATELY 1.2 MILES NORTH OF STATION.
 NM1650'TO REACH FROM STATION, GO NORTH ON ROAD LEADING TO STATION
 NM1650'FOR 1.2 MILES TO SCHOOLHOUSE ON LEFT SIDE OF ROAD AND MARK.
 NM1650'MARK IS 2 FEET SOUTHWEST OF SOUTHWEST CORNER OF SCHOOLHOUSE
 NM1650'AND PROJECTS APPROXIMATELY 4 INCHES.
 NM1650'
 NM1650'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NM1650
 NM1650                          STATION RECOVERY (1940)
 NM1650
 NM1650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1650'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION, EXCEPT
 NM1650'THAT THE SMALL CHICKEN SHED MENTIONED IN THE DESCRIPTION OF
 NM1650'REFERENCE MARK NO. 1 HAS BEEN MOVED.
 NM1650
 NM1650                          STATION RECOVERY (1949)
 NM1650
 NM1650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1650'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1650'TO BE IN GOOD CONDITION.  UPON REQUEST OF OWNER OF FARM
 NM1650'REFERENCE MARK NO. 1 WAS REMOVED AND A NEW REFERENCE MARK
 NM1650'WAS ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.  STATION
 NM1650'IS LOCATED ABOUT 10 MILES NORTHWEST OF LE MARS IN A FARMYARD
 NM1650'OWNED BY H.H. KRUSE.  STATION IS 300 FEET WEST NORTHWEST
 NM1650'OF HOUSE, 90 FEET SOUTH OF GATE ENTERING FIELD AND ALONG
 NM1650'EAST EDGE OF TREES THAT SURROUND FARM BUILDINGS.  THE MARK
 NM1650'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED KRUSE 1934.
 NM1650'
 NM1650'REFERENCE MARK NO. 2 IS 4 FEET NORTHWEST OF NORTHWEST CORNER
 NM1650'OF BARN.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 NM1650'STAMPED KRUSE NO 2 1934.
 NM1650'
 NM1650'REFERENCE MARK NO. 3 IS 2 FEET WEST OF NORTHWEST CORNER OF
 NM1650'CHICKEN HOUSE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 NM1650'DISK IS STAMPED KRUSE NO 3 1949.
 NM1650'
 NM1650'AZIMUTH MARK IS 2 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 NM1650'OF SCHOOLHOUSE AND 2 FEET SOUTHWEST OF WITNESS POST.  THE
 NM1650'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED KRUSE
 NM1650'AZI 1934.
 NM1650'
 NM1650'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE
 NM1650'HIGHWAY 5 AT THE WEST EDGE OF LE MARS GO WEST ON STATE HIGHWAY
 NM1650'5 FOR 3.7 MILES.  TURN RIGHT AND CONTINUE NORTH AND WEST
 NM1650'ON STATE HIGHWAY 5 FOR 2.0 MILES TO BRUNSVILLE.  CONTINUE
 NM1650'WEST ON HIGHWAY FOR 2.1 MILES TO CROSSROADS.  TURN RIGHT
 NM1650'AND GO NORTH ON GRAVEL ROAD FOR 2.85 MILES TO FARMHOUSE
 NM1650'ON LEFT AND TO STATION AS DESCRIBED.  TO REACH AZIMUTH FROM
 NM1650'FARM CONTINUE NORTH ON GRAVEL ROAD FOR 1.2 MILES TO
 NM1650'SCHOOLHOUSE ON LEFT AND AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0799 ***********************************************************************
 OP0799  DESIGNATION -  KRUSE
 OP0799  PID         -  OP0799
 OP0799  STATE/COUNTY-  IA/CLAY
 OP0799  USGS QUAD   -  ROYAL (1970)
 OP0799
 OP0799                         *CURRENT SURVEY CONTROL
 OP0799  ___________________________________________________________________
 OP0799* NAD 83(1996)-  43 01 30.65534(N)    095 20 54.34466(W)     ADJUSTED  
 OP0799* NAVD 88     -       438.9    (meters)    1440.     (feet)  VERTCON   
 OP0799  ___________________________________________________________________
 OP0799  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 OP0799  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 OP0799
 OP0799  HORZ ORDER  -  FIRST
 OP0799
 OP0799.The horizontal coordinates were established by classical geodetic methods
 OP0799.and adjusted by the National Geodetic Survey in May 1999..
 OP0799
 OP0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0799
 OP0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0799
 OP0799.The geoid height was determined by GEOID03.
 OP0799
 OP0799;                    North         East     Units Scale Factor Converg.
 OP0799;SPC IA N     - 1,171,061.640 1,349,356.177   MT  0.99996480   -1 15 09.9
 OP0799;UTM  15      - 4,766,287.619   308,657.826   MT  1.00005042   -1 36 10.3
 OP0799
 OP0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0799!SPC IA N     -   0.99993562  x   0.99996480  =   0.99990042
 OP0799!UTM  15      -   0.99993562  x   1.00005042  =   0.99998604
 OP0799
 OP0799:                Primary Azimuth Mark                     Grid Az
 OP0799:SPC IA N     -  ROYAL MUN TANK                           050 23 34.4
 OP0799:UTM  15      -  ROYAL MUN TANK                           050 44 34.8
 OP0799
 OP0799|---------------------------------------------------------------------|
 OP0799| PID    Reference Object                     Distance      Geod. Az  |
 OP0799|                                                           dddmmss.s |
 OP0799| OP0796 ROYAL MUN TANK                      APPROX. 6.7 KM 0490824.5 |
 OP0799| CO3888 KRUSE RM 1                           12.031 METERS 18337     |
 OP0799| CO3889 KRUSE RM 2                           10.628 METERS 29937     |
 OP0799|---------------------------------------------------------------------|
 OP0799
 OP0799                          SUPERSEDED SURVEY CONTROL
 OP0799
 OP0799  NAD 83(1996)-  43 01 30.65534(N)    095 20 54.34467(W) AD(       ) 1
 OP0799  NAD 83(1986)-  43 01 30.65334(N)    095 20 54.33783(W) AD(       ) 1
 OP0799  NAD 27      -  43 01 30.74242(N)    095 20 53.32713(W) AD(       ) 1
 OP0799  NGVD 29 (07/19/86)  438.7    (m)         1439.     (f) VERT ANG       
 OP0799
 OP0799.Superseded values are not recommended for survey control.
 OP0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0799.See file dsdata.txt to determine how the superseded data were derived.
 OP0799
 OP0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH0865866288(NAD 83)
 OP0799_MARKER: DS = TRIANGULATION STATION DISK
 OP0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0799_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0799
 OP0799  HISTORY     - Date     Condition        Report By
 OP0799  HISTORY     - 1971     MONUMENTED       NGS
 OP0799
 OP0799                          STATION DESCRIPTION
 OP0799
 OP0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0799'THE STATION IS LOCATED ABOUT 8 MILES WEST OF ROSSIE, 7 MILES
 OP0799'NORT OF PETERSON, 4.5 MILES SOUTHWEST OF ROYAL AND ON A SECTION
 OP0799'LINE ROAD RIGHT-OF-WAY PROPERTY.
 OP0799'
 OP0799'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE NORTH
 OP0799'EDGE OF ROYAL GO WEST ON COUNTY ROAD B 40 FOR 2.1 MILES TO A
 OP0799'CROSSROAD.  TURN LEFT AND GO SOUTH ON COUNTY ROAD M 27 FOR
 OP0799'3 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED
 OP0799'ROAD FOR 1 MILE TO A CROSSROAD AND THE STATION IN THE SOUTHWEST
 OP0799'ANGLE OF THE INTERSECTION.
 OP0799'
 OP0799'THE STATION MARKS ARE STANDARD DISKS STAMPED KRUSE 1971.  THE
 OP0799'SURFACE DISK IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP0799'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 OP0799'IT IS 62 FEET SOUTH OF THE CENTER OF THE EAST-WEST GRAVELED
 OP0799'ROAD, 33 FEET WEST OF THE NORTH-SOUTH ROAD, 19 FEET NORTH OF A
 OP0799'POWERLINE POLE AND 18 FEET SOUTH OF A METAL WITNESS POST.  THE
 OP0799'UNDERGROUND DISK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE
 OP0799'WHICH IS 42 INCHES BELOW THE GROUND SURFACE.
 OP0799'
 OP0799'REFERENCE MARK 1, A STANDARD DISK STAMPED KRUSE NO 1 1971,
 OP0799'IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OP0799'IS FLUSH WITH THE GROUND SURFACE.  IT IS 35 FEET WEST OF THE
 OP0799'CENTER OF THE GRAVELED ROAD AND 19.5 FEET SOUTH-SOUTHWEST OF
 OP0799'THE POWERLINE POLE.
 OP0799'
 OP0799'REFERENCE MARK 2, A STANDARD DISK STAMPED KRUSE NO 2 1971,
 OP0799'IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OP0799'IS FLUSH WITH THE GROUND SURFACE.  IT IS 44 FEET SOUTH OF THE
 OP0799'CENTER OF THE GRAVELED ROAD, 24.5 FEET WEST OF THE METAL WITNESS
 OP0799'POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 OP0799'
 OP0799'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 OP0799'
 OP0799'NO MEASUREMENT BETWEEN R.M.S DUE TO BRUSH AND TREES ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0985 ***********************************************************************
 OO0985  DESIGNATION -  KRUSE ET
 OO0985  PID         -  OO0985
 OO0985  STATE/COUNTY-  IA/FLOYD
 OO0985  USGS QUAD   -  FLOYD (1971)
 OO0985
 OO0985                         *CURRENT SURVEY CONTROL
 OO0985  ___________________________________________________________________
 OO0985* NAD 83(1996)-  43 09 33.15159(N)    092 37 56.39653(W)     ADJUSTED  
 OO0985* NAVD 88     -       346.1    (meters)    1135.     (feet)  VERTCON   
 OO0985  ___________________________________________________________________
 OO0985  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 OO0985  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 OO0985
 OO0985  HORZ ORDER  -  SECOND
 OO0985
 OO0985.The horizontal coordinates were established by classical geodetic methods
 OO0985.and adjusted by the National Geodetic Survey in May 1999..
 OO0985
 OO0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0985
 OO0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0985
 OO0985.The geoid height was determined by GEOID03.
 OO0985
 OO0985;                    North         East     Units Scale Factor Converg.
 OO0985;SPC IA N     - 1,184,666.035 1,570,565.014   MT  0.99998213   +0 35 17.0
 OO0985;UTM  15      - 4,778,560.508   529,890.506   MT  0.99961099   +0 15 05.4
 OO0985
 OO0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0985!SPC IA N     -   0.99995056  x   0.99998213  =   0.99993269
 OO0985!UTM  15      -   0.99995056  x   0.99961099  =   0.99956157
 OO0985
 OO0985|---------------------------------------------------------------------|
 OO0985| PID    Reference Object                     Distance      Geod. Az  |
 OO0985|                                                           dddmmss.s |
 OO0985| CI5835 KRUSE ET RM 1                        13.118 METERS 08609     |
 OO0985| CI6139 COLWELL ELEV WEATHERVANE                           0943201.6 |
 OO0985| CI5836 KRUSE ET RM 2                        13.063 METERS 17907     |
 OO0985|---------------------------------------------------------------------|
 OO0985
 OO0985                          SUPERSEDED SURVEY CONTROL
 OO0985
 OO0985  NAD 83(1996)-  43 09 33.15161(N)    092 37 56.39653(W) AD(       ) 2
 OO0985  NAD 83(1986)-  43 09 33.14538(N)    092 37 56.39219(W) AD(       ) 2
 OO0985  NAD 27      -  43 09 33.23886(N)    092 37 55.71964(W) AD(       ) 2
 OO0985  NGVD 29 (07/19/86)  346.1    (m)         1135.     (f) VERT ANG       
 OO0985
 OO0985.Superseded values are not recommended for survey control.
 OO0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0985.See file dsdata.txt to determine how the superseded data were derived.
 OO0985
 OO0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2989178561(NAD 83)
 OO0985_MARKER: DD = SURVEY DISK
 OO0985_SETTING: 0 = UNSPECIFIED SETTING
 OO0985
 OO0985  HISTORY     - Date     Condition        Report By
 OO0985  HISTORY     - 1969     MONUMENTED       USGS
 OO0985
 OO0985                          STATION DESCRIPTION
 OO0985
 OO0985'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 OO0985'THE STATION IS ABOUT 6.6 MI NNE. OF CHARLES CITY, ABOUT 0.25 MI
 OO0985'N. AND 500 FT E. COR. OF SECS. 4, 5, 8 AND 9, T. 96 N., R. 15 W.,
 OO0985'ON A PROMINENT HILL, SE. OF A WHITE WOODEN BARN AT THE FARM OF
 OO0985'MR. KRUSE.
 OO0985'
 OO0985'TO REACH FROM THE JCT. OF U.S. HWYS. 18 AND 218 IN CHARLES CITY,
 OO0985'GO NE. AND E. ON U.S. HWY. 18 FOR 2.35 MI TO A T-RD. N., TURN
 OO0985'LEFT AND GO N. FOR 6.0 MI TO A CROSSROAD, CONTINUE N. FOR ABOUT
 OO0985'0.25 MI TO THE FARM HOME OF MR. KRUSE ON THE RIGHT AND THE STATION
 OO0985'SE. OF THE BARN NEAR A CORRAL FENCE COR. S. AND E.
 OO0985'
 OO0985'THE STATION, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 OO0985'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 OO0985'TO WITHIN 1 IN. OF CAP, STAMPED ET KRUSE 1969 IS 93 FT S. AND 55
 OO0985'FT E. OF SE. COR. OF A WHITE WOODEN BARN, 4 FT S. AND 3 FT E. OF
 OO0985'A CORRAL FENCE COR. S. AND E., 4 FT S. OF USGS WITNESS POST.  THE
 OO0985'MARK IS FLUSH WITH THE GROUND.
 OO0985'
 OO0985'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0985'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 OO0985'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED KRUSE NO 1 1969 IS 2
 OO0985'FT S. AND 46 FT E. OF CORRAL FENCE COR. S. AND E., THE MARK IS
 OO0985'FLUSH WITH THE GROUND.
 OO0985'
 OO0985'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0985'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 OO0985'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED KRUSE NO 2 1969
 OO0985'IS S. OF THE STATION, 47 FT S. AND 2 FT E. CORRAL FENCE COR. S.
 OO0985'AND E., 22.5 FT N. AND 2 FT E. OF T-CORRAL FENCE W.  THE MARK IS
 OO0985'FLUSH WITH THE GROUND.
 OO0985'
 OO0985'NO AZIMUTH MARK WAS SET.
 OO0985'
 OO0985'REFERENCE AZIMUTH USED - WEATHERVANE ON TOP OF COLWELL CO-OP
 OO0985'GRAIN EX. ELEVATOR.
 OO0985'
 OO0985'COLWELL CO-OP GRAIN EX. ELEVATOR WEATHERVANE - HIGHEST OF 4 POLES
 OO0985'ON ROOF, LOCATED NEAR THE NW. COR. OF ROOF, ABOUT 350 FT N. AND
 OO0985'ABOUT 500 FT E. OF THE COR. OF SECS. 2, 3, 10 AND 11, T. 96
 OO0985'N., R. 15 W.
 OO0985'
 OO0985'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0943 ***********************************************************************
 OO0943  DESIGNATION -  KUBIK
 OO0943  PID         -  OO0943
 OO0943  STATE/COUNTY-  IA/HOWARD
 OO0943  USGS QUAD   -  LOURDES (1981)
 OO0943
 OO0943                         *CURRENT SURVEY CONTROL
 OO0943  ___________________________________________________________________
 OO0943* NAD 83(1996)-  43 17 33.93219(N)    092 17 42.90349(W)     ADJUSTED  
 OO0943* NAVD 88     -       395.3    (meters)    1297.     (feet)  VERTCON   
 OO0943  ___________________________________________________________________
 OO0943  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 OO0943  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 OO0943
 OO0943  HORZ ORDER  -  FIRST
 OO0943
 OO0943.The horizontal coordinates were established by classical geodetic methods
 OO0943.and adjusted by the National Geodetic Survey in May 1999..
 OO0943
 OO0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0943
 OO0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0943
 OO0943.The geoid height was determined by GEOID03.
 OO0943
 OO0943;                    North         East     Units Scale Factor Converg.
 OO0943;SPC IA N     - 1,199,837.481 1,597,765.887   MT  1.00000487   +0 48 59.4
 OO0943;UTM  15      - 4,793,567.120   557,169.547   MT  0.99964020   +0 28 59.8
 OO0943
 OO0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0943!SPC IA N     -   0.99994277  x   1.00000487  =   0.99994764
 OO0943!UTM  15      -   0.99994277  x   0.99964020  =   0.99958299
 OO0943
 OO0943:                Primary Azimuth Mark                     Grid Az
 OO0943:SPC IA N     -  CRESCO FARMERS CREAMERY CO STK           057 01 42.2
 OO0943:UTM  15      -  CRESCO FARMERS CREAMERY CO STK           057 21 41.8
 OO0943
 OO0943|---------------------------------------------------------------------|
 OO0943| PID    Reference Object                     Distance      Geod. Az  |
 OO0943|                                                           dddmmss.s |
 OO0943| OO0901 CRESCO FARMERS CREAMERY CO STK      APPROX.16.6 KM 0575041.6 |
 OO0943| OO0905 CRESCO INTERSTATE POWER CO STK      APPROX.16.9 KM 0581313.8 |
 OO0943| OO0902 CRESCO MUNICIPAL TANK               APPROX.16.7 KM 0581810.4 |
 OO0943| OO0898 CRESCO HOWARD CO CTHSE STEEPLE      APPROX.17.1 KM 0581923.1 |
 OO0943| OO0900 CRESCO HIGH SCHOOL CUPOLA           APPROX.17.5 KM 0582839.6 |
 OO0943| OO0904 CRESCO ST JOSEPH CATH CH SPIRE      APPROX.17.2 KM 0585001.6 |
 OO0943| OO0909 PROTIVIN TRINITY CATH CH SPIRE      APPROX.18.5 KM 1162256.9 |
 OO0943| CI5838 KUBIK RM 1                           61.454 METERS 11758     |
 OO0943| CI5840 KUBIK RM 3                           35.558 METERS 16753     |
 OO0943| OO0942 LOURDES IMM CON CATH CH SPIRE       APPROX. 3.4 KM 1842204.9 |
 OO0943| CI5837 KUBIK AZ MK                                        2033117.2 |
 OO0943| CI5839 KUBIK RM 2                           38.078 METERS 20806     |
 OO0943| OO0870 OSTRANDER TV STA KROC MAST          APPROX.32.7 KM 3405743.5 |
 OO0943|---------------------------------------------------------------------|
 OO0943
 OO0943                          SUPERSEDED SURVEY CONTROL
 OO0943
 OO0943  NAD 83(1996)-  43 17 33.93217(N)    092 17 42.90349(W) AD(       ) 1
 OO0943  NAD 83(1986)-  43 17 33.92556(N)    092 17 42.90295(W) AD(       ) 1
 OO0943  NAD 27      -  43 17 34.03500(N)    092 17 42.28100(W) AD(       ) 1
 OO0943  NGVD 29 (07/19/86)  395.3    (m)         1297.     (f) VERT ANG       
 OO0943
 OO0943.Superseded values are not recommended for survey control.
 OO0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0943.See file dsdata.txt to determine how the superseded data were derived.
 OO0943
 OO0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5717093567(NAD 83)
 OO0943_MARKER: DS = TRIANGULATION STATION DISK
 OO0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0943_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0943
 OO0943  HISTORY     - Date     Condition        Report By
 OO0943  HISTORY     - 1934     MONUMENTED       CGS
 OO0943  HISTORY     - 1969     GOOD             USGS
 OO0943  HISTORY     - 1971     GOOD             NGS
 OO0943
 OO0943                          STATION DESCRIPTION
 OO0943
 OO0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0943'STATION IS ABOUT 10-1/2 MILES SW OF CRESCO, 5 MILES S OF DAVIS
 OO0943'CORNERS AND 2-1/2 MILES N OF THE VILLAGE OF LOURDES, IN THE
 OO0943'NW 1/4 OF SEC. 20, T 98 N, R 12 W, ON LAND OWNED BY MR. ANTON
 OO0943'KUBIK.  IT IS 0.2 MILE E OF STATE HIGHWAY 59, ON THE W SIDE OF
 OO0943'BARN LOT, ABOUT 275 FEET NE OF MR. KUBIKS HOUSE, 20 FEET E
 OO0943'OF FENCE LINE, 155 FEET S OF FENCE LINE, 119 FEET NNW OF NW
 OO0943'CORNER OF BARN AND 120 FEET NW OF THE NE CORNER OF BARN.
 OO0943'MARK IS FLUSH.
 OO0943'
 OO0943'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OO0943'BRONZE DISKS SET IN CONCRETE.
 OO0943'
 OO0943'REFERENCE MARK NO. 1 IS ESE OF THE STATION ON E SIDE OF
 OO0943'BARN LOT, 1 FOOT W OF FENCE LINE, ABOUT 147 FEET N OF SE FENCE
 OO0943'CORNER OF BARN LOT, ABOUT 280 FEET S OF THE NE FENCE CORNER
 OO0943'AND ABOUT 150 FEET ENE OF THE NE CORNER OF BARN.  MARK PROJECTS 4
 OO0943'INCHES.
 OO0943'
 OO0943'REFERENCE MARK NO. 2 IS SW OF STATION, 1 FOOT NW OF FENCE
 OO0943'LINE, 16 FEET SW OF A GATE POST, 36 FEET W OF NW CORNER OF
 OO0943'BARN, 65 FEET NW OF SW CORNER OF BARN, ABOUT 95 FEET NE OF WELL
 OO0943'AND ABOUT 125 FEET E OF NE CORNER OF HOUSE.  MARK PROJECTS
 OO0943'6 INCHES.
 OO0943'
 OO0943'AZIMUTH MARK IS 0.4 MILE SW OF STATION, 0.35 MILE S OF DRIVEWAY
 OO0943'TO MR. KUBIKS HOME, ON THE E SIDE OF STATE HIGHWAY 59, 30 FEET
 OO0943'E OF THE CENTER LINE OF ROAD, 1 FOOT W OF FENCE LINE.  MARK
 OO0943'PROJECTS 7 INCHES.
 OO0943'
 OO0943'TO REACH FROM DAVIS CORNERS GO S ON STATE HIGHWAY 59, 5.4
 OO0943'MILES TO MR. KUBIKS HOUSE THEN E 0.2 MILE TO BARN LOT THEN
 OO0943'N ABOUT 125 FEET TO STATION.
 OO0943'
 OO0943'ALL LIGHTS CAME INTO VIEW AT 37 FEET.
 OO0943
 OO0943                          STATION RECOVERY (1969)
 OO0943
 OO0943'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OO0943'STATION MARK, R.M. 1 AND R.M. 2 FOUND AS DESCRIBED.  AZIMUTH
 OO0943'MARK SEARCHED FOR BUT NOT FOUND.
 OO0943
 OO0943                          STATION RECOVERY (1971)
 OO0943
 OO0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0943'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 OO0943'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 OO0943'RECOVERED.  IT IS BELIEVED THE MARK HAS BEEN DESTROYED BY ROAD
 OO0943'CONSTRUCTION.  THE 1934 DIRECTION TO THE REFERENCE MARKS WAS
 OO0943'CONFIRMED.  A DIFFERENCE IN DISTANCE OF .07 FOOT LONGER TO
 OO0943'REFERENCE MARK 1, .05 FOOT LONGER TO REFERENCE MARK 2 WAS NOTED
 OO0943'AND CONFIRMED AT THIS TIME.  THE PROPERTY OWNER REQUESTED
 OO0943'REFERENCE MARK 1 BE REMOVED FROM HIS CULTIVATED FIELD.  THE
 OO0943'MARK WAS DESTROYED AND REFERENCE MARK 3 WAS ESTABLISHED.  A
 OO0943'NEW AZIMUTH MARK WAS NOT ESTABLISHED AT THIS TIME.  A NEW
 OO0943'AND COMPLETE DESCRIPTION FOLLOWS.
 OO0943'
 OO0943'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF CRESCO,
 OO0943'5 MILES SOUTH OF DAVIS CORNERS AND 2 MILES NORTH OF LOURDES.
 OO0943'IT IS IN THE NORTHWEST 1/4 OF SECTION 20, T 98 N, R 12 W.  IT IS
 OO0943'IN THE APPROXIMATE CENTER OF A FARM LANE ON PROPERTY OWNED BY
 OO0943'MR. JOHN KUBIK WHO LIVES AT THE STATION SITE.
 OO0943'
 OO0943'TO REACH THE STATION FROM THE CATHOLIC CHURCH IN LOURDES,
 OO0943'GO NORTH ON U.S. HIGHWAY 63 FOR 2.2 MILES TO A DRIVEWAY ON
 OO0943'THE RIGHT, TURN RIGHT AND GO EAST ON A DIRT DRIVEWAY FOR 0.15
 OO0943'MILE TO MR. KUBIKS HOUSE ON THE LEFT.  CONTINUE EAST-NORTHEAST
 OO0943'FOR 0.05 MILE TO A WIRE GATE, PASS THROUGH GATE, TURN LEFT AND
 OO0943'GO NORTH FOR 100 FEET TO THE STATION.
 OO0943'
 OO0943'STATION MARKS ARE STANDARD DISKS STAMPED KUBIK 1934.  THE
 OO0943'SURFACE DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 OO0943'MONUMENT THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 119
 OO0943'FEET NORTH OF THE NORTHWEST CORNER OF A BARN, 59 FEET NORTHWEST
 OO0943'OF THE NORTH GATE POST FOR A METAL GATE, 30.5 FEET EAST OF
 OO0943'A 12-INCH TRIANGULAR BLAZED MAPLE TREE AND 19 FEET EAST OF
 OO0943'THE WIRE FENCE AT THE WEST EDGE OF FARM LANE.  THE UNDERGROUND
 OO0943'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE.
 OO0943'
 OO0943'REFERENCE MARK 2, A STANDARD DISK STAMPED KUBIK NO 11 1934, IS
 OO0943'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OO0943'PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 35.5 FEET
 OO0943'WEST OF THE NORTHWEST CORNER OF THE BARN, 22 FEET SOUTH OF THE
 OO0943'CENTER OF THE ENTRANCE ROAD LEADING TO THE FARM LANE AND 1.5
 OO0943'FEET WEST OF A WIRE FENCE.
 OO0943'
 OO0943'REFERENCE MARK 3, A STANDARD DISK STAMPED KUBIK 1934 NO 3
 OO0943'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO0943'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 OO0943'IT IS 48 FEET SOUTH OF THE SOUTH GATE POST FOR THE METAL GATE
 OO0943'POST, 3 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE BARN
 OO0943'AND 2 FEET WEST OF A WIRE FENCE.
 OO0943'
 OO0943'HEIGHT OF LIGHT ABOVE STATION MARK 99.8 FEET.
 OO0943'
 OO0943'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 OO0943'NORTH OF LOURDES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0125 ***********************************************************************
 OP0125  DESIGNATION -  L 1
 OP0125  PID         -  OP0125
 OP0125  STATE/COUNTY-  IA/KOSSUTH
 OP0125  USGS QUAD   -  BURT (1972)
 OP0125
 OP0125                         *CURRENT SURVEY CONTROL
 OP0125  ___________________________________________________________________
 OP0125* NAD 83(1986)-  43 12 02.     (N)    094 13 07.     (W)     SCALED    
 OP0125* NAVD 88     -       359.369  (meters)    1179.03   (feet)  ADJUSTED  
 OP0125  ___________________________________________________________________
 OP0125  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 OP0125  DYNAMIC HT  -         359.273 (meters)    1178.71  (feet)  COMP
 OP0125  MODELED GRAV-     980,342.9   (mgal)                       NAVD 88
 OP0125
 OP0125  VERT ORDER  -  FIRST     CLASS II
 OP0125
 OP0125.The horizontal coordinates were scaled from a topographic map and have
 OP0125.an estimated accuracy of +/- 6 seconds.
 OP0125
 OP0125.The orthometric height was determined by differential leveling
 OP0125.and adjusted by the National Geodetic Survey in June 1991..
 OP0125
 OP0125.The geoid height was determined by GEOID03.
 OP0125
 OP0125.The dynamic height is computed by dividing the NAVD 88
 OP0125.geopotential number by the normal gravity value computed on the
 OP0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0125.degrees latitude (g = 980.6199 gals.).
 OP0125
 OP0125.The modeled gravity was interpolated from observed gravity values.
 OP0125
 OP0125;                    North         East    Units  Estimated Accuracy
 OP0125;SPC IA N     - 1,189,150.    1,441,600.      MT  (+/- 180 meters Scaled)
 OP0125
 OP0125                          SUPERSEDED SURVEY CONTROL
 OP0125
 OP0125  NGVD 29 (??/??/92)  359.314  (m)         1178.85   (f) ADJ UNCH    1 2
 OP0125
 OP0125.Superseded values are not recommended for survey control.
 OP0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0125.See file dsdata.txt to determine how the superseded data were derived.
 OP0125
 OP0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH009838(NAD 83)
 OP0125_MARKER: DB = BENCH MARK DISK
 OP0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0125_SP_SET: FOUNDATION
 OP0125_STAMPING: 1178.849 L 1 1930
 OP0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0125
 OP0125  HISTORY     - Date     Condition        Report By
 OP0125  HISTORY     - 1930     MONUMENTED       CGS
 OP0125  HISTORY     - 1934     GOOD             NGS
 OP0125
 OP0125                          STATION DESCRIPTION
 OP0125
 OP0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0125'0.25 MI N FROM BURT.
 OP0125'1/4 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 OP0125'STATION AT BURT, KOSSUTH COUNTY, AND IN THE SOUTHWEST CORNER OF THE
 OP0125'FOUNDATION OF A COAL CHUTE.  A STANDARD DISK, STAMPED 1178.849 L 1
 OP0125'1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0039 ***********************************************************************
 MJ0039  DESIGNATION -  L 102
 MJ0039  PID         -  MJ0039
 MJ0039  STATE/COUNTY-  IA/GUTHRIE
 MJ0039  USGS QUAD   -  YALE (1982)
 MJ0039
 MJ0039                         *CURRENT SURVEY CONTROL
 MJ0039  ___________________________________________________________________
 MJ0039* NAD 83(1986)-  41 49 33.     (N)    094 21 10.     (W)     SCALED    
 MJ0039* NAVD 88     -       326.153  (meters)    1070.05   (feet)  ADJUSTED  
 MJ0039  ___________________________________________________________________
 MJ0039  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 MJ0039  DYNAMIC HT  -         326.047 (meters)    1069.71  (feet)  COMP
 MJ0039  MODELED GRAV-     980,286.5   (mgal)                       NAVD 88
 MJ0039
 MJ0039  VERT ORDER  -  SECOND    CLASS 0
 MJ0039
 MJ0039.The horizontal coordinates were scaled from a topographic map and have
 MJ0039.an estimated accuracy of +/- 6 seconds.
 MJ0039
 MJ0039.The orthometric height was determined by differential leveling
 MJ0039.and adjusted by the National Geodetic Survey in June 1991..
 MJ0039
 MJ0039.The geoid height was determined by GEOID03.
 MJ0039
 MJ0039.The dynamic height is computed by dividing the NAVD 88
 MJ0039.geopotential number by the normal gravity value computed on the
 MJ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0039.degrees latitude (g = 980.6199 gals.).
 MJ0039
 MJ0039.The modeled gravity was interpolated from observed gravity values.
 MJ0039
 MJ0039;                    North         East    Units  Estimated Accuracy
 MJ0039;SPC IA S     -   203,110.      429,160.      MT  (+/- 180 meters Scaled)
 MJ0039
 MJ0039                          SUPERSEDED SURVEY CONTROL
 MJ0039
 MJ0039.No superseded survey control is available for this station.
 MJ0039
 MJ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG876313(NAD 83)
 MJ0039_MARKER: DB = BENCH MARK DISK
 MJ0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0039_SP_SET: BRIDGE
 MJ0039_STAMPING: L-102 1935
 MJ0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0039
 MJ0039  HISTORY     - Date     Condition        Report By
 MJ0039  HISTORY     - 1935     MONUMENTED       CGS
 MJ0039
 MJ0039                          STATION DESCRIPTION
 MJ0039
 MJ0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0039'1.5 MI S FROM HERNDON.
 MJ0039'1.5 MILES SOUTH ALONG THE CHICAGO MILWAUKEE ST. PAUL AND PACIFIC
 MJ0039'RAILROAD TO BRIDGE Y126, 2 POLES SOUTH OF ONE MILE TO STATION SIGN.
 MJ0039'SET IN THE SOUTHWEST WINGWALL, 9 FEET WEST OF THE CENTERLINE OF THE
 MJ0039'TRACK, 1 1/2 FEET BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0040 ***********************************************************************
 MJ0040  DESIGNATION -  L 102 RESET
 MJ0040  PID         -  MJ0040
 MJ0040  STATE/COUNTY-  IA/GUTHRIE
 MJ0040  USGS QUAD   -  YALE (1982)
 MJ0040
 MJ0040                         *CURRENT SURVEY CONTROL
 MJ0040  ___________________________________________________________________
 MJ0040* NAD 83(1986)-  41 49 33.     (N)    094 21 10.     (W)     SCALED    
 MJ0040* NAVD 88     -       326.21   (meters)    1070.2    (feet)  RESET     
 MJ0040  ___________________________________________________________________
 MJ0040  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 MJ0040
 MJ0040  VERT ORDER  -  THIRD
 MJ0040
 MJ0040.The horizontal coordinates were scaled from a topographic map and have
 MJ0040.an estimated accuracy of +/- 6 seconds.
 MJ0040
 MJ0040.The orthometric height was computed from unverified reset data.
 MJ0040
 MJ0040.The geoid height was determined by GEOID03.
 MJ0040
 MJ0040;                    North         East    Units  Estimated Accuracy
 MJ0040;SPC IA S     -   203,110.      429,160.      MT  (+/- 180 meters Scaled)
 MJ0040
 MJ0040                          SUPERSEDED SURVEY CONTROL
 MJ0040
 MJ0040  NGVD 29 (??/??/??)  326.18   (m)         1070.1    (f) RESET       3  
 MJ0040
 MJ0040.Superseded values are not recommended for survey control.
 MJ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0040.See file dsdata.txt to determine how the superseded data were derived.
 MJ0040
 MJ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG876313(NAD 83)
 MJ0040_MARKER: DD = SURVEY DISK
 MJ0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0040_SP_SET: BRIDGE
 MJ0040_STAMPING: L 102 RESET 1940
 MJ0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0040
 MJ0040  HISTORY     - Date     Condition        Report By
 MJ0040  HISTORY     - 1940     MONUMENTED       CMPPRR
 MJ0040  HISTORY     - 1953     MARK NOT FOUND   NGS
 MJ0040
 MJ0040                          STATION DESCRIPTION
 MJ0040
 MJ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MJ0040'1.4 MI S FROM HERNDON.
 MJ0040'1.4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0040'PACIFIC RAILROAD FROM THE STATION AT HERNDON, TWO POLES SOUTH OF
 MJ0040'A STATION-ONE-MILE SIGN, AT BRIDGE Y 126, IN THE TOP OF THE
 MJ0040'SOUTHWEST CONCRETE WING-WALL, AND 8.1 FEET WEST OF THE CENTERLINE
 MJ0040'OF THE TRACK.  A STANDARD DISK, STAMPED L 102 RESET 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0124 ***********************************************************************
 MJ0124  DESIGNATION -  L 103
 MJ0124  PID         -  MJ0124
 MJ0124  STATE/COUNTY-  IA/ADAIR
 MJ0124  USGS QUAD   -  ROSSERDALE (1983)
 MJ0124
 MJ0124                         *CURRENT SURVEY CONTROL
 MJ0124  ___________________________________________________________________
 MJ0124* NAD 83(1986)-  41 29 57.     (N)    094 24 51.     (W)     SCALED    
 MJ0124* NAVD 88     -       386.292  (meters)    1267.36   (feet)  ADJUSTED  
 MJ0124  ___________________________________________________________________
 MJ0124  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 MJ0124  DYNAMIC HT  -         386.135 (meters)    1266.84  (feet)  COMP
 MJ0124  MODELED GRAV-     980,204.9   (mgal)                       NAVD 88
 MJ0124
 MJ0124  VERT ORDER  -  FIRST     CLASS II
 MJ0124
 MJ0124.The horizontal coordinates were scaled from a topographic map and have
 MJ0124.an estimated accuracy of +/- 6 seconds.
 MJ0124
 MJ0124.The orthometric height was determined by differential leveling
 MJ0124.and adjusted by the National Geodetic Survey in June 1991..
 MJ0124
 MJ0124.The geoid height was determined by GEOID03.
 MJ0124
 MJ0124.The dynamic height is computed by dividing the NAVD 88
 MJ0124.geopotential number by the normal gravity value computed on the
 MJ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0124.degrees latitude (g = 980.6199 gals.).
 MJ0124
 MJ0124.The modeled gravity was interpolated from observed gravity values.
 MJ0124
 MJ0124;                    North         East    Units  Estimated Accuracy
 MJ0124;SPC IA S     -   166,880.      423,670.      MT  (+/- 180 meters Scaled)
 MJ0124
 MJ0124                          SUPERSEDED SURVEY CONTROL
 MJ0124
 MJ0124  NGVD 29 (??/??/92)  386.234  (m)         1267.17   (f) ADJ UNCH    1 2
 MJ0124
 MJ0124.Superseded values are not recommended for survey control.
 MJ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0124.See file dsdata.txt to determine how the superseded data were derived.
 MJ0124
 MJ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF819951(NAD 83)
 MJ0124_MARKER: DB = BENCH MARK DISK
 MJ0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0124_SP_SET: CULVERT
 MJ0124_STAMPING: L 103 1935
 MJ0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0124
 MJ0124  HISTORY     - Date     Condition        Report By
 MJ0124  HISTORY     - 1935     MONUMENTED       CGS
 MJ0124  HISTORY     - 1950     GOOD             NGS
 MJ0124
 MJ0124                          STATION DESCRIPTION
 MJ0124
 MJ0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0124'2.1 MI S FROM MENLO.
 MJ0124'IN ADAIR COUNTY, 2.1 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE
 MJ0124'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT MENLO,
 MJ0124'GUTHRIE COUNTY, 0.2 MILE SOUTH OF A FARMHOUSE ON THE WEST SIDE OF
 MJ0124'THE HIGHWAY, AT A 2-FOOT CONCRETE CULVERT, IN THE CENTER OF THE
 MJ0124'TOP OF THE EAST HEADWALL, 18 FEET EAST OF THE CENTERLINE OF THE
 MJ0124'HIGHWAY, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 MJ0124'STAMPED L 103 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0150 ***********************************************************************
 MJ0150  DESIGNATION -  L 104
 MJ0150  PID         -  MJ0150
 MJ0150  STATE/COUNTY-  IA/UNION
 MJ0150  USGS QUAD   -  CRESTON EAST (1980)
 MJ0150
 MJ0150                         *CURRENT SURVEY CONTROL
 MJ0150  ___________________________________________________________________
 MJ0150* NAD 83(1986)-  41 03 00.     (N)    094 20 15.     (W)     SCALED    
 MJ0150* NAVD 88     -       380.756  (meters)    1249.20   (feet)  ADJUSTED  
 MJ0150  ___________________________________________________________________
 MJ0150  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 MJ0150  DYNAMIC HT  -         380.567 (meters)    1248.58  (feet)  COMP
 MJ0150  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 MJ0150
 MJ0150  VERT ORDER  -  SECOND    CLASS 0
 MJ0150
 MJ0150.The horizontal coordinates were scaled from a topographic map and have
 MJ0150.an estimated accuracy of +/- 6 seconds.
 MJ0150
 MJ0150.The orthometric height was determined by differential leveling
 MJ0150.and adjusted by the National Geodetic Survey in June 1991..
 MJ0150
 MJ0150.The geoid height was determined by GEOID03.
 MJ0150
 MJ0150.The dynamic height is computed by dividing the NAVD 88
 MJ0150.geopotential number by the normal gravity value computed on the
 MJ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0150.degrees latitude (g = 980.6199 gals.).
 MJ0150
 MJ0150.The modeled gravity was interpolated from observed gravity values.
 MJ0150
 MJ0150;                    North         East    Units  Estimated Accuracy
 MJ0150;SPC IA S     -   116,940.      429,600.      MT  (+/- 180 meters Scaled)
 MJ0150
 MJ0150                          SUPERSEDED SURVEY CONTROL
 MJ0150
 MJ0150  NGVD 29 (??/??/92)  380.624  (m)         1248.76   (f) ADJ UNCH    2 0
 MJ0150
 MJ0150.Superseded values are not recommended for survey control.
 MJ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0150.See file dsdata.txt to determine how the superseded data were derived.
 MJ0150
 MJ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF875451(NAD 83)
 MJ0150_MARKER: DB = BENCH MARK DISK
 MJ0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0150_STAMPING: L 104 1935
 MJ0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0150+STABILITY: SURFACE MOTION
 MJ0150
 MJ0150  HISTORY     - Date     Condition        Report By
 MJ0150  HISTORY     - 1935     MONUMENTED       CGS
 MJ0150  HISTORY     - 1954     GOOD             NGS
 MJ0150  HISTORY     - 1978     MARK NOT FOUND   USGS
 MJ0150
 MJ0150                          STATION DESCRIPTION
 MJ0150
 MJ0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MJ0150'1.5 MI ESE FROM CRESTON.
 MJ0150'1.5 MILES EAST-SOUTHEAST ALONG U.S. HIGHWAY 34 FROM THE CHICAGO,
 MJ0150'BURLINGTON AND QUINCY RAILROAD STATION AT CRESTON, UNION COUNTY,
 MJ0150'AT THE INTERSECTION OF THE CRESTON DIAGONAL ROAD, 45 FEET NORTH
 MJ0150'OF THE CENTERLINE OF THE HIGHWAY, 29 FEET WEST OF THE CENTERLINE
 MJ0150'OF THE ROAD, 4 FEET WEST OF A POLE, AND 3 FEET NORTHWEST OF A
 MJ0150'FENCE CORNER.  A STANDARD DISK, STAMPED L 104 1935 AND SET IN THE
 MJ0150'TOP OF A CONCRETE POST.
 MJ0150
 MJ0150                          STATION RECOVERY (1978)
 MJ0150
 MJ0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MJ0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0051 ***********************************************************************
 LF0051  DESIGNATION -  L 105
 LF0051  PID         -  LF0051
 LF0051  STATE/COUNTY-  IA/RINGGOLD
 LF0051  USGS QUAD   -  BLOCKTON (1981)
 LF0051
 LF0051                         *CURRENT SURVEY CONTROL
 LF0051  ___________________________________________________________________
 LF0051* NAD 83(1986)-  40 36 41.     (N)    094 23 03.     (W)     SCALED    
 LF0051* NAVD 88     -       342.115  (meters)    1122.42   (feet)  ADJUSTED  
 LF0051  ___________________________________________________________________
 LF0051  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 LF0051  DYNAMIC HT  -         341.936 (meters)    1121.84  (feet)  COMP
 LF0051  MODELED GRAV-     980,092.4   (mgal)                       NAVD 88
 LF0051
 LF0051  VERT ORDER  -  SECOND    CLASS 0
 LF0051
 LF0051.The horizontal coordinates were scaled from a topographic map and have
 LF0051.an estimated accuracy of +/- 6 seconds.
 LF0051
 LF0051.The orthometric height was determined by differential leveling
 LF0051.and adjusted by the National Geodetic Survey in June 1991..
 LF0051
 LF0051.The geoid height was determined by GEOID03.
 LF0051
 LF0051.The dynamic height is computed by dividing the NAVD 88
 LF0051.geopotential number by the normal gravity value computed on the
 LF0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0051.degrees latitude (g = 980.6199 gals.).
 LF0051
 LF0051.The modeled gravity was interpolated from observed gravity values.
 LF0051
 LF0051;                    North         East    Units  Estimated Accuracy
 LF0051;SPC IA S     -    68,270.      425,180.      MT  (+/- 180 meters Scaled)
 LF0051
 LF0051                          SUPERSEDED SURVEY CONTROL
 LF0051
 LF0051  NGVD 29 (??/??/92)  342.016  (m)         1122.10   (f) ADJ UNCH    2 0
 LF0051
 LF0051.Superseded values are not recommended for survey control.
 LF0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0051.See file dsdata.txt to determine how the superseded data were derived.
 LF0051
 LF0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE829965(NAD 83)
 LF0051_MARKER: DB = BENCH MARK DISK
 LF0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0051_STAMPING: L 105 1935
 LF0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0051+STABILITY: SURFACE MOTION
 LF0051
 LF0051  HISTORY     - Date     Condition        Report By
 LF0051  HISTORY     - 1935     MONUMENTED       CGS
 LF0051  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0051
 LF0051                          STATION DESCRIPTION
 LF0051
 LF0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0051'0.6 MI NE FROM REDDING.
 LF0051'0.6 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0051'RAILROAD FROM THE CITY PARK AT REDDING, RINGGOLD COUNTY, 5-1/2
 LF0051'POLES NORTHEAST OF MILEPOST 36, AT A ROAD CROSSING, 58 FEET
 LF0051'NORTHEAST OF THE CENTERLINE OF THE ROAD, 42 FEET NORTHWEST
 LF0051'OF THE CENTERLINE OF THE TRACK, 3 FEET SOUTHEAST OF THE
 LF0051'RIGHT-OF-WAY FENCE, AND ABOUT 3-1/2 FEET LOWER THAN THE TRACK.
 LF0051'A STANDARD DISK, STAMPED L 105 1935 AND SET IN THE TOP OF A
 LF0051'CONCRETE POST.
 LF0051
 LF0051                          STATION RECOVERY (1977)
 LF0051
 LF0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0167 ***********************************************************************
 LF0167  DESIGNATION -  L 106
 LF0167  PID         -  LF0167
 LF0167  STATE/COUNTY-  IA/TAYLOR
 LF0167  USGS QUAD   -  MERLE JUNCTION (1980)
 LF0167
 LF0167                         *CURRENT SURVEY CONTROL
 LF0167  ___________________________________________________________________
 LF0167* NAD 83(1986)-  40 47 03.     (N)    094 35 55.     (W)     SCALED    
 LF0167* NAVD 88     -       362.641  (meters)    1189.76   (feet)  ADJUSTED  
 LF0167  ___________________________________________________________________
 LF0167  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 LF0167  DYNAMIC HT  -         362.456 (meters)    1189.16  (feet)  COMP
 LF0167  MODELED GRAV-     980,103.7   (mgal)                       NAVD 88
 LF0167
 LF0167  VERT ORDER  -  SECOND    CLASS 0
 LF0167
 LF0167.The horizontal coordinates were scaled from a topographic map and have
 LF0167.an estimated accuracy of +/- 6 seconds.
 LF0167
 LF0167.The orthometric height was determined by differential leveling
 LF0167.and adjusted by the National Geodetic Survey in June 1991..
 LF0167
 LF0167.The geoid height was determined by GEOID03.
 LF0167
 LF0167.The dynamic height is computed by dividing the NAVD 88
 LF0167.geopotential number by the normal gravity value computed on the
 LF0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0167.degrees latitude (g = 980.6199 gals.).
 LF0167
 LF0167.The modeled gravity was interpolated from observed gravity values.
 LF0167
 LF0167;                    North         East    Units  Estimated Accuracy
 LF0167;SPC IA S     -    87,670.      407,270.      MT  (+/- 180 meters Scaled)
 LF0167
 LF0167                          SUPERSEDED SURVEY CONTROL
 LF0167
 LF0167  NGVD 29 (??/??/92)  362.518  (m)         1189.36   (f) ADJ UNCH    2 0
 LF0167
 LF0167.Superseded values are not recommended for survey control.
 LF0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0167.See file dsdata.txt to determine how the superseded data were derived.
 LF0167
 LF0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF651160(NAD 83)
 LF0167_MARKER: DB = BENCH MARK DISK
 LF0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0167_STAMPING: L 106 1935
 LF0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0167+STABILITY: SURFACE MOTION
 LF0167
 LF0167  HISTORY     - Date     Condition        Report By
 LF0167  HISTORY     - 1935     MONUMENTED       CGS
 LF0167  HISTORY     - 1984     MARK NOT FOUND   NGS
 LF0167
 LF0167                          STATION DESCRIPTION
 LF0167
 LF0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0167'2.6 MI SE FROM SHARPSBURG.
 LF0167'2.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0167'RAILROAD FROM THE STATION AT SHARPSBURG, TAYLOR COUNTY, 1/4
 LF0167'MILE NORTHWEST OF MERLE JUNCTION, AT POLE 196+16, AT A ROAD
 LF0167'CROSSING, 57 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 18
 LF0167'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 8 FEET SOUTHWEST
 LF0167'OF A SIGN, AND 3-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD
 LF0167'DISK, STAMPED L 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0167
 LF0167                          STATION RECOVERY (1984)
 LF0167
 LF0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0225 ***********************************************************************
 LF0225  DESIGNATION -  L 107
 LF0225  PID         -  LF0225
 LF0225  STATE/COUNTY-  IA/PAGE
 LF0225  USGS QUAD   -  SHENANDOAH EAST (1978)
 LF0225
 LF0225                         *CURRENT SURVEY CONTROL
 LF0225  ___________________________________________________________________
 LF0225* NAD 83(1986)-  40 46 03.     (N)    095 21 45.     (W)     SCALED    
 LF0225* NAVD 88     -       300.117  (meters)     984.63   (feet)  ADJUSTED  
 LF0225  ___________________________________________________________________
 LF0225  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LF0225  DYNAMIC HT  -         299.956 (meters)     984.11  (feet)  COMP
 LF0225  MODELED GRAV-     980,080.0   (mgal)                       NAVD 88
 LF0225
 LF0225  VERT ORDER  -  SECOND    CLASS 0
 LF0225
 LF0225.The horizontal coordinates were scaled from a topographic map and have
 LF0225.an estimated accuracy of +/- 6 seconds.
 LF0225
 LF0225.The orthometric height was determined by differential leveling
 LF0225.and adjusted by the National Geodetic Survey in June 1991..
 LF0225
 LF0225.The geoid height was determined by GEOID03.
 LF0225
 LF0225.The dynamic height is computed by dividing the NAVD 88
 LF0225.geopotential number by the normal gravity value computed on the
 LF0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0225.degrees latitude (g = 980.6199 gals.).
 LF0225
 LF0225.The modeled gravity was interpolated from observed gravity values.
 LF0225
 LF0225;                    North         East    Units  Estimated Accuracy
 LF0225;SPC IA S     -    86,910.      342,770.      MT  (+/- 180 meters Scaled)
 LF0225
 LF0225                          SUPERSEDED SURVEY CONTROL
 LF0225
 LF0225  NGVD 29 (??/??/92)  300.003  (m)          984.26   (f) ADJ UNCH    2 0
 LF0225
 LF0225.Superseded values are not recommended for survey control.
 LF0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0225.See file dsdata.txt to determine how the superseded data were derived.
 LF0225
 LF0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF006156(NAD 83)
 LF0225_MARKER: DB = BENCH MARK DISK
 LF0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0225_STAMPING: L 107 1935
 LF0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0225+STABILITY: SURFACE MOTION
 LF0225
 LF0225  HISTORY     - Date     Condition        Report By
 LF0225  HISTORY     - 1935     MONUMENTED       CGS
 LF0225  HISTORY     - 1949     GOOD             NGS
 LF0225
 LF0225                          STATION DESCRIPTION
 LF0225
 LF0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0225'AT SHENANDOAH.
 LF0225'0.45 MILE SOUTHEAST ALONG THE WABASH RAILWAY FROM THE STATION AT
 LF0225'SHENANDOAH, AT THE CROSSING OF ARGUS ROAD AND THE WABASH RAILWAY,
 LF0225'47 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 36.5 FEET SOUTHEAST
 LF0225'OF THE SOUTHEAST CORNER OF JOHN ROGERS HOME, 32 FEET WEST OF THE
 LF0225'CENTER LINE OF ARGUS ROAD, ABOUT LEVEL WITH THE TRACK, 1.3 FEET
 LF0225'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 LF0225'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK
 LF0225'WAS PREVIOUSLY DESCRIBED FROM THE CHICAGO, BURLINGTON AND QUINCY
 LF0225'RAILWAY STATION AT SHENANDOAH.  THIS RAILWAY USED TO RUN PARALLEL
 LF0225'WITH THE WABASH RAILWAY, THE CHICAGO, BURLINGTON AND QUINCY
 LF0225'RAILWAY HAS BEEN TORN OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0251 ***********************************************************************
 LF0251  DESIGNATION -  L 108
 LF0251  PID         -  LF0251
 LF0251  STATE/COUNTY-  IA/MONTGOMERY
 LF0251  USGS QUAD   -  STANTON (1978)
 LF0251
 LF0251                         *CURRENT SURVEY CONTROL
 LF0251  ___________________________________________________________________
 LF0251* NAD 83(1986)-  40 57 51.     (N)    095 03 46.     (W)     SCALED    
 LF0251* NAVD 88     -       370.978  (meters)    1217.12   (feet)  ADJUSTED  
 LF0251  ___________________________________________________________________
 LF0251  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LF0251  DYNAMIC HT  -         370.784 (meters)    1216.48  (feet)  COMP
 LF0251  MODELED GRAV-     980,090.5   (mgal)                       NAVD 88
 LF0251
 LF0251  VERT ORDER  -  SECOND    CLASS 0
 LF0251
 LF0251.The horizontal coordinates were scaled from a topographic map and have
 LF0251.an estimated accuracy of +/- 6 seconds.
 LF0251
 LF0251.The orthometric height was determined by differential leveling
 LF0251.and adjusted by the National Geodetic Survey in June 1991..
 LF0251
 LF0251.The geoid height was determined by GEOID03.
 LF0251
 LF0251.The dynamic height is computed by dividing the NAVD 88
 LF0251.geopotential number by the normal gravity value computed on the
 LF0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0251.degrees latitude (g = 980.6199 gals.).
 LF0251
 LF0251.The modeled gravity was interpolated from observed gravity values.
 LF0251
 LF0251;                    North         East    Units  Estimated Accuracy
 LF0251;SPC IA S     -   108,250.      368,460.      MT  (+/- 180 meters Scaled)
 LF0251
 LF0251                          SUPERSEDED SURVEY CONTROL
 LF0251
 LF0251  NGVD 29 (??/??/92)  370.856  (m)         1216.72   (f) ADJ UNCH    2 0
 LF0251
 LF0251.Superseded values are not recommended for survey control.
 LF0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0251.See file dsdata.txt to determine how the superseded data were derived.
 LF0251
 LF0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF264368(NAD 83)
 LF0251_MARKER: DB = BENCH MARK DISK
 LF0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0251_STAMPING: L 108 1935
 LF0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0251+STABILITY: SURFACE MOTION
 LF0251
 LF0251  HISTORY     - Date     Condition        Report By
 LF0251  HISTORY     - 1935     MONUMENTED       CGS
 LF0251
 LF0251                          STATION DESCRIPTION
 LF0251
 LF0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0251'2.4 MI E FROM STANTON.
 LF0251'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0251'FROM THE STATION AT STANTON, MONTGOMERY COUNTY, 760 FEET WEST
 LF0251'OF OVERPASS 432.78, 4 POLES EAST OF MILEPOST 433, 60 FEET SOUTH
 LF0251'OF THE CENTERLINE OF THE SOUTH TRACK, 19 FEET SOUTHEAST OF A
 LF0251'POLE, AND 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LF0251'L 108 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0116 ***********************************************************************
 MJ0116  DESIGNATION -  L 109
 MJ0116  PID         -  MJ0116
 MJ0116  STATE/COUNTY-  IA/UNION
 MJ0116  USGS QUAD   -  CRESTON WEST (1981)
 MJ0116
 MJ0116                         *CURRENT SURVEY CONTROL
 MJ0116  ___________________________________________________________________
 MJ0116* NAD 83(1986)-  41 02 43.     (N)    094 24 15.     (W)     SCALED    
 MJ0116* NAVD 88     -       383.463  (meters)    1258.08   (feet)  ADJUSTED  
 MJ0116  ___________________________________________________________________
 MJ0116  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 MJ0116  DYNAMIC HT  -         383.271 (meters)    1257.45  (feet)  COMP
 MJ0116  MODELED GRAV-     980,114.4   (mgal)                       NAVD 88
 MJ0116
 MJ0116  VERT ORDER  -  SECOND    CLASS 0
 MJ0116
 MJ0116.The horizontal coordinates were scaled from a topographic map and have
 MJ0116.an estimated accuracy of +/- 6 seconds.
 MJ0116
 MJ0116.The orthometric height was determined by differential leveling
 MJ0116.and adjusted by the National Geodetic Survey in June 1991..
 MJ0116
 MJ0116.The geoid height was determined by GEOID03.
 MJ0116
 MJ0116.The dynamic height is computed by dividing the NAVD 88
 MJ0116.geopotential number by the normal gravity value computed on the
 MJ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0116.degrees latitude (g = 980.6199 gals.).
 MJ0116
 MJ0116.The modeled gravity was interpolated from observed gravity values.
 MJ0116
 MJ0116;                    North         East    Units  Estimated Accuracy
 MJ0116;SPC IA S     -   116,470.      423,990.      MT  (+/- 180 meters Scaled)
 MJ0116
 MJ0116                          SUPERSEDED SURVEY CONTROL
 MJ0116
 MJ0116  NGVD 29 (??/??/92)  383.340  (m)         1257.67   (f) ADJ UNCH    2 0
 MJ0116
 MJ0116.Superseded values are not recommended for survey control.
 MJ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0116.See file dsdata.txt to determine how the superseded data were derived.
 MJ0116
 MJ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF819447(NAD 83)
 MJ0116_MARKER: DB = BENCH MARK DISK
 MJ0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0116_SP_SET: CONCRETE FOUNDATION
 MJ0116_STAMPING: L 109 1935
 MJ0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0116
 MJ0116  HISTORY     - Date     Condition        Report By
 MJ0116  HISTORY     - 1935     MONUMENTED       CGS
 MJ0116
 MJ0116                          STATION DESCRIPTION
 MJ0116
 MJ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0116'2.4 MI W FROM CRESTON.
 MJ0116'2.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0116'FROM THE STATION AT CRESTON, UNION COUNTY, AT OVERPASS 395.52,
 MJ0116'IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION
 MJ0116'OF THE SOUTHEAST PIER, 9 FEET SOUTH OF THE CENTERLINE OF THE
 MJ0116'SOUTH TRACK, AND 6 INCHES LOWER THAN THE TRACK.  A STANDARD
 MJ0116'DISK, STAMPED L 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0036 ***********************************************************************
 NK0036  CBN         -  This is a Cooperative Base Network Control Station.
 NK0036  DESIGNATION -  L 11
 NK0036  PID         -  NK0036
 NK0036  STATE/COUNTY-  IA/BLACK HAWK
 NK0036  USGS QUAD   -  HUDSON (1972)
 NK0036
 NK0036                         *CURRENT SURVEY CONTROL
 NK0036  ___________________________________________________________________
 NK0036* NAD 83(1996)-  42 26 34.99127(N)    092 25 14.38656(W)     ADJUSTED  
 NK0036* NAVD 88     -       265.639  (meters)     871.52   (feet)  ADJUSTED  
 NK0036  ___________________________________________________________________
 NK0036  X           -    -199,104.618 (meters)                     COMP
 NK0036  Y           -  -4,709,894.099 (meters)                     COMP
 NK0036  Z           -   4,282,206.838 (meters)                     COMP
 NK0036  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 NK0036  ELLIP HEIGHT-         234.27  (meters)          (07/28/03) GPS OBS
 NK0036  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 NK0036  DYNAMIC HT  -         265.552 (meters)     871.23  (feet)  COMP
 NK0036  MODELED GRAV-     980,286.0   (mgal)                       NAVD 88
 NK0036
 NK0036  HORZ ORDER  -  A
 NK0036  VERT ORDER  -  FIRST     CLASS II
 NK0036  ELLP ORDER  -  FOURTH    CLASS I
 NK0036
 NK0036.The horizontal coordinates were established by GPS observations
 NK0036.and adjusted by the National Geodetic Survey in July 2003..
 NK0036
 NK0036.The orthometric height was determined by differential leveling
 NK0036.and adjusted by the National Geodetic Survey in June 1991..
 NK0036
 NK0036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0036
 NK0036.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0036
 NK0036.The ellipsoidal height was determined by GPS observations
 NK0036.and is referenced to NAD 83.
 NK0036
 NK0036.The geoid height was determined by GEOID03.
 NK0036
 NK0036.The dynamic height is computed by dividing the NAVD 88
 NK0036.geopotential number by the normal gravity value computed on the
 NK0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0036.degrees latitude (g = 980.6199 gals.).
 NK0036
 NK0036.The modeled gravity was interpolated from observed gravity values.
 NK0036
 NK0036;                    North         East     Units Scale Factor Converg.
 NK0036;SPC IA N     - 1,105,317.447 1,588,794.319   MT  0.99995301   +0 43 53.5
 NK0036;UTM  15      - 4,699,132.374   547,645.132   MT  0.99962793   +0 23 27.5
 NK0036
 NK0036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0036!SPC IA N     -   0.99996326  x   0.99995301  =   0.99991627
 NK0036!UTM  15      -   0.99996326  x   0.99962793  =   0.99959120
 NK0036
 NK0036                          SUPERSEDED SURVEY CONTROL
 NK0036
 NK0036  NAVD 88 (07/28/03)  265.64   (m)          871.5    (f) LEVELING    3  
 NK0036  NGVD 29 (??/??/92)  265.644  (m)          871.53   (f) ADJ UNCH    1 2
 NK0036
 NK0036.Superseded values are not recommended for survey control.
 NK0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0036.See file dsdata.txt to determine how the superseded data were derived.
 NK0036
 NK0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4764599132(NAD 83)
 NK0036_MARKER: DB = BENCH MARK DISK
 NK0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0036_STAMPING: 871.534 L 11 1933
 NK0036_MARK LOGO: NONE  
 NK0036_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0036+STABILITY: SURFACE MOTION
 NK0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0036+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 NK0036
 NK0036  HISTORY     - Date     Condition        Report By
 NK0036  HISTORY     - 1933     MONUMENTED       CGS
 NK0036  HISTORY     - 1942     GOOD             NGS
 NK0036  HISTORY     - 20030205 GOOD             AERSVC
 NK0036
 NK0036                          STATION DESCRIPTION
 NK0036
 NK0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NK0036'0.2 MI S FROM CEDAR FALLS JUNCTION.
 NK0036'1/4 MILE SOUTH ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0036'CEDAR FALLS JUNCTION, BLACK HAWK COUNTY, 8 FEET NORTH OF POLE
 NK0036'278+4, 37.4 FEET NORTH OF THE CENTER OF A COUNTY-ROAD CROSSING,
 NK0036'46 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, AND 5 FEET
 NK0036'WEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED L 11 1933 AND
 NK0036'SET IN THE TOP OF A CONCRETE POST.
 NK0036
 NK0036                          STATION RECOVERY (2003)
 NK0036
 NK0036'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2003 (SS)
 NK0036'RECOVERED AS DESCRIBED. A LARGE POWER POLE ABOUT 6 FT TO THE EAST MAY
 NK0036'CAUSE SOME GPS
 NK0036'MULTIPATH, BUT THIS STATION WAS THE MOST SUITABLE THAT COULD BE FOUND
 NK0036'FOR THE 2003 FBN
 NK0036'IN THIS AREA.
 NK0036' 
 NK0036' 
 NK0036' 
 NK0036'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0274 ***********************************************************************
 MH0274  DESIGNATION -  L 110
 MH0274  PID         -  MH0274
 MH0274  STATE/COUNTY-  IA/CLARKE
 MH0274  USGS QUAD   -  JAMISON (1983)
 MH0274
 MH0274                         *CURRENT SURVEY CONTROL
 MH0274  ___________________________________________________________________
 MH0274* NAD 83(1986)-  41 01 50.     (N)    093 43 19.     (W)     SCALED    
 MH0274* NAVD 88     -       341.978  (meters)    1121.97   (feet)  ADJUSTED  
 MH0274  ___________________________________________________________________
 MH0274  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 MH0274  DYNAMIC HT  -         341.817 (meters)    1121.44  (feet)  COMP
 MH0274  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 MH0274
 MH0274  VERT ORDER  -  SECOND    CLASS 0
 MH0274
 MH0274.The horizontal coordinates were scaled from a topographic map and have
 MH0274.an estimated accuracy of +/- 6 seconds.
 MH0274
 MH0274.The orthometric height was determined by differential leveling
 MH0274.and adjusted by the National Geodetic Survey in June 1991..
 MH0274
 MH0274.The geoid height was determined by GEOID03.
 MH0274
 MH0274.The dynamic height is computed by dividing the NAVD 88
 MH0274.geopotential number by the normal gravity value computed on the
 MH0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0274.degrees latitude (g = 980.6199 gals.).
 MH0274
 MH0274.The modeled gravity was interpolated from observed gravity values.
 MH0274
 MH0274;                    North         East    Units  Estimated Accuracy
 MH0274;SPC IA S     -   114,470.      481,340.      MT  (+/- 180 meters Scaled)
 MH0274
 MH0274                          SUPERSEDED SURVEY CONTROL
 MH0274
 MH0274  NGVD 29 (??/??/92)  341.894  (m)         1121.70   (f) ADJ UNCH    2 0
 MH0274
 MH0274.Superseded values are not recommended for survey control.
 MH0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0274.See file dsdata.txt to determine how the superseded data were derived.
 MH0274
 MH0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF393424(NAD 83)
 MH0274_MARKER: DB = BENCH MARK DISK
 MH0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0274_SP_SET: BRIDGE
 MH0274_STAMPING: L 110 1935
 MH0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0274
 MH0274  HISTORY     - Date     Condition        Report By
 MH0274  HISTORY     - 1935     MONUMENTED       CGS
 MH0274
 MH0274                          STATION DESCRIPTION
 MH0274
 MH0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0274'2.4 MI E FROM OSCEOLA.
 MH0274'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0274'FROM THE STATION AT OSCEOLA, CLARKE COUNTY, AT THE CROSSING OF
 MH0274'U.S. HIGHWAY 34 (UNDERPASS 357.23), IN THE TOP OF THE SOUTH
 MH0274'END OF THE EAST ABUTMENT 8 FEET SOUTH OF THE CENTERLINE OF THE
 MH0274'SOUTH TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 MH0274'DISK, STAMPED L 110 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0256 ***********************************************************************
 MH0256  DESIGNATION -  L 113
 MH0256  PID         -  MH0256
 MH0256  STATE/COUNTY-  IA/MARION
 MH0256  USGS QUAD   -  MELCHER (1982)
 MH0256
 MH0256                         *CURRENT SURVEY CONTROL
 MH0256  ___________________________________________________________________
 MH0256* NAD 83(1986)-  41 11 25.     (N)    093 13 51.     (W)     SCALED    
 MH0256* NAVD 88     -       278.138  (meters)     912.52   (feet)  ADJUSTED  
 MH0256  ___________________________________________________________________
 MH0256  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 MH0256  DYNAMIC HT  -         278.016 (meters)     912.12  (feet)  COMP
 MH0256  MODELED GRAV-     980,176.7   (mgal)                       NAVD 88
 MH0256
 MH0256  VERT ORDER  -  SECOND    CLASS 0
 MH0256
 MH0256.The horizontal coordinates were scaled from a topographic map and have
 MH0256.an estimated accuracy of +/- 6 seconds.
 MH0256
 MH0256.The orthometric height was determined by differential leveling
 MH0256.and adjusted by the National Geodetic Survey in June 1991..
 MH0256
 MH0256.The geoid height was determined by GEOID03.
 MH0256
 MH0256.The dynamic height is computed by dividing the NAVD 88
 MH0256.geopotential number by the normal gravity value computed on the
 MH0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0256.degrees latitude (g = 980.6199 gals.).
 MH0256
 MH0256.The modeled gravity was interpolated from observed gravity values.
 MH0256
 MH0256;                    North         East    Units  Estimated Accuracy
 MH0256;SPC IA S     -   132,210.      522,580.      MT  (+/- 180 meters Scaled)
 MH0256
 MH0256                          SUPERSEDED SURVEY CONTROL
 MH0256
 MH0256  NGVD 29 (??/??/92)  278.096  (m)          912.39   (f) ADJ UNCH    2 0
 MH0256
 MH0256.Superseded values are not recommended for survey control.
 MH0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0256.See file dsdata.txt to determine how the superseded data were derived.
 MH0256
 MH0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF806599(NAD 83)
 MH0256_MARKER: DB = BENCH MARK DISK
 MH0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0256_STAMPING: L 113 1935
 MH0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0256+STABILITY: SURFACE MOTION
 MH0256
 MH0256  HISTORY     - Date     Condition        Report By
 MH0256  HISTORY     - 1935     MONUMENTED       CGS
 MH0256
 MH0256                          STATION DESCRIPTION
 MH0256
 MH0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0256'2.5 MI S FROM MELCHER.
 MH0256'2.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0256'RAILROAD FROM THE STATION AT MELCHER, AT OVERPASS 37.3, 24 FEET
 MH0256'SOUTHWEST OF THE SOUTHWEST END OF THE BRIDGE, 9 FEET NORTHWEST
 MH0256'OF THE CENTERLINE OF THE TRACK, AND ON THE TOP OF A FILL, AND
 MH0256'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED L 113 1935 AND
 MH0256'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0413 ***********************************************************************
 LE0413  DESIGNATION -  L 114
 LE0413  PID         -  LE0413
 LE0413  STATE/COUNTY-  IA/WAYNE
 LE0413  USGS QUAD   -  LINEVILLE (1964)
 LE0413
 LE0413                         *CURRENT SURVEY CONTROL
 LE0413  ___________________________________________________________________
 LE0413* NAD 83(1986)-  40 36 24.     (N)    093 30 40.     (W)     SCALED    
 LE0413* NAVD 88     -       334.553  (meters)    1097.61   (feet)  ADJUSTED  
 LE0413  ___________________________________________________________________
 LE0413  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LE0413  DYNAMIC HT  -         334.384 (meters)    1097.06  (feet)  COMP
 LE0413  MODELED GRAV-     980,110.7   (mgal)                       NAVD 88
 LE0413
 LE0413  VERT ORDER  -  SECOND    CLASS 0
 LE0413
 LE0413.The horizontal coordinates were scaled from a topographic map and have
 LE0413.an estimated accuracy of +/- 6 seconds.
 LE0413
 LE0413.The orthometric height was determined by differential leveling
 LE0413.and adjusted by the National Geodetic Survey in June 1991..
 LE0413
 LE0413.The geoid height was determined by GEOID03.
 LE0413
 LE0413.The dynamic height is computed by dividing the NAVD 88
 LE0413.geopotential number by the normal gravity value computed on the
 LE0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0413.degrees latitude (g = 980.6199 gals.).
 LE0413
 LE0413.The modeled gravity was interpolated from observed gravity values.
 LE0413
 LE0413;                    North         East    Units  Estimated Accuracy
 LE0413;SPC IA S     -    67,370.      499,060.      MT  (+/- 180 meters Scaled)
 LE0413
 LE0413                          SUPERSEDED SURVEY CONTROL
 LE0413
 LE0413  NGVD 29 (??/??/92)  334.475  (m)         1097.36   (f) ADJ UNCH    2 0
 LE0413
 LE0413.Superseded values are not recommended for survey control.
 LE0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0413.See file dsdata.txt to determine how the superseded data were derived.
 LE0413
 LE0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE567952(NAD 83)
 LE0413_MARKER: DB = BENCH MARK DISK
 LE0413_SETTING: 0 = UNSPECIFIED SETTING
 LE0413_STAMPING: L 114 1935
 LE0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0413
 LE0413  HISTORY     - Date     Condition        Report By
 LE0413  HISTORY     - 1935     MONUMENTED       CGS
 LE0413
 LE0413                          STATION DESCRIPTION
 LE0413
 LE0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0413'2 MI N FROM LINEVILLE.
 LE0413'2.0 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0413'RAILROAD FROM THE STATION AT LINEVILLE, WAYNE COUNTY, 7 POLES
 LE0413'SOUTHWEST OF MILEPOST 376, AT A PRIVATE-ROAD CROSSING, 42 FEET
 LE0413'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 27 FEET NORTHEAST OF
 LE0413'THE CENTERLINE OF THE ROAD, 3 FEET NORTHWEST OF A RIGHT-OF-WAY
 LE0413'FENCE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 LE0413'DISK, STAMPED L 114 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0407 ***********************************************************************
 LE0407  DESIGNATION -  L 115
 LE0407  PID         -  LE0407
 LE0407  STATE/COUNTY-  IA/DECATUR
 LE0407  USGS QUAD   -  VAN WERT (1981)
 LE0407
 LE0407                         *CURRENT SURVEY CONTROL
 LE0407  ___________________________________________________________________
 LE0407* NAD 83(1986)-  40 51 54.     (N)    093 46 03.     (W)     SCALED    
 LE0407* NAVD 88     -       350.784  (meters)    1150.86   (feet)  ADJUSTED  
 LE0407  ___________________________________________________________________
 LE0407  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 LE0407  DYNAMIC HT  -         350.615 (meters)    1150.31  (feet)  COMP
 LE0407  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 LE0407
 LE0407  VERT ORDER  -  SECOND    CLASS 0
 LE0407
 LE0407.The horizontal coordinates were scaled from a topographic map and have
 LE0407.an estimated accuracy of +/- 6 seconds.
 LE0407
 LE0407.The orthometric height was determined by differential leveling
 LE0407.and adjusted by the National Geodetic Survey in June 1991..
 LE0407
 LE0407.The geoid height was determined by GEOID03.
 LE0407
 LE0407.The dynamic height is computed by dividing the NAVD 88
 LE0407.geopotential number by the normal gravity value computed on the
 LE0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0407.degrees latitude (g = 980.6199 gals.).
 LE0407
 LE0407.The modeled gravity was interpolated from observed gravity values.
 LE0407
 LE0407;                    North         East    Units  Estimated Accuracy
 LE0407;SPC IA S     -    96,090.      477,450.      MT  (+/- 180 meters Scaled)
 LE0407
 LE0407                          SUPERSEDED SURVEY CONTROL
 LE0407
 LE0407  NGVD 29 (??/??/92)  350.698  (m)         1150.58   (f) ADJ UNCH    2 0
 LE0407
 LE0407.Superseded values are not recommended for survey control.
 LE0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0407.See file dsdata.txt to determine how the superseded data were derived.
 LE0407
 LE0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF353240(NAD 83)
 LE0407_MARKER: DB = BENCH MARK DISK
 LE0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0407_SP_SET: CULVERT
 LE0407_STAMPING: L 115 1935
 LE0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0407
 LE0407  HISTORY     - Date     Condition        Report By
 LE0407  HISTORY     - 1935     MONUMENTED       CGS
 LE0407
 LE0407                          STATION DESCRIPTION
 LE0407
 LE0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0407'9 MI N FROM LEON.
 LE0407'9.0 MILES NORTH ALONG U.S. HIGHWAY 69 FROM THE INTERSECTION
 LE0407'OF STATE HIGHWAY 2 AT LEON, DECATUR COUNTY, AT A CONCRETE
 LE0407'CULVERT, IN THE CENTER OF THE TOP OF THE EAST HEADWALL, AND
 LE0407'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED L 115 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0304 ***********************************************************************
 MH0304  DESIGNATION -  L 116
 MH0304  PID         -  MH0304
 MH0304  STATE/COUNTY-  IA/MADISON
 MH0304  USGS QUAD   -  ST CHARLES (1983)
 MH0304
 MH0304                         *CURRENT SURVEY CONTROL
 MH0304  ___________________________________________________________________
 MH0304* NAD 83(1986)-  41 17 16.     (N)    093 48 34.     (W)     SCALED    
 MH0304* NAVD 88     -       325.019  (meters)    1066.33   (feet)  POSTED    
 MH0304  ___________________________________________________________________
 MH0304  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 MH0304  DYNAMIC HT  -         324.880 (meters)    1065.88  (feet)  COMP
 MH0304  MODELED GRAV-     980,171.2   (mgal)                       NAVD 88
 MH0304
 MH0304  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0304
 MH0304.The horizontal coordinates were scaled from a topographic map and have
 MH0304.an estimated accuracy of +/- 6 seconds.
 MH0304
 MH0304.The orthometric height was determined by differential leveling
 MH0304.and adjusted by the National Geodetic Survey in 1992..
 MH0304.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0304.rate of 0.0 thru 1.0 mm/km.
 MH0304
 MH0304.The geoid height was determined by GEOID03.
 MH0304
 MH0304.The dynamic height is computed by dividing the NAVD 88
 MH0304.geopotential number by the normal gravity value computed on the
 MH0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0304.degrees latitude (g = 980.6199 gals.).
 MH0304
 MH0304.The modeled gravity was interpolated from observed gravity values.
 MH0304
 MH0304;                    North         East    Units  Estimated Accuracy
 MH0304;SPC IA S     -   143,050.      474,080.      MT  (+/- 180 meters Scaled)
 MH0304
 MH0304                          SUPERSEDED SURVEY CONTROL
 MH0304
 MH0304  NGVD 29 (??/??/92)  324.981  (m)         1066.21   (f) ADJ UNCH    2 0
 MH0304
 MH0304.Superseded values are not recommended for survey control.
 MH0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0304.See file dsdata.txt to determine how the superseded data were derived.
 MH0304
 MH0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF322710(NAD 83)
 MH0304_MARKER: DB = BENCH MARK DISK
 MH0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0304_STAMPING: J 116 1935
 MH0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0304+STABILITY: SURFACE MOTION
 MH0304
 MH0304  HISTORY     - Date     Condition        Report By
 MH0304  HISTORY     - 1935     MONUMENTED       CGS
 MH0304  HISTORY     - 1980     GOOD             USGS
 MH0304
 MH0304                          STATION DESCRIPTION
 MH0304
 MH0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0304'AT ST CHARLES.
 MH0304'AT ST. CHARLES, MADISON COUNTY, ON THE CHICAGO, BURLINGTON AND
 MH0304'QUINCY RAILROAD, 600 FEET WEST OF THE STATION, AT THE CROSSING OF
 MH0304'STATE HIGHWAY 251, 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 MH0304'36 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND 3 FEET
 MH0304'NORTH OF A POLE WITH A GUY WIRE TO THE SOUTH.  A STANDARD DISK,
 MH0304'STAMPED J 116 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MH0304
 MH0304                          STATION RECOVERY (1980)
 MH0304
 MH0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MH0304'THE RAILROAD IS NOT THERE NOW ADDITIONAL DESCRIPTION IS ADDED, ADD 50
 MH0304'FT. SOUTH AND 38 FT. WEST OF THE INTERSECTION OF WEST SYCAMORE ST.
 MH0304'AND OLD STATE HWY. 251. THIS X-STREET IS ONE BLOCK WEST OF CITY HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0222 ***********************************************************************
 LE0222  DESIGNATION -  L 118
 LE0222  PID         -  LE0222
 LE0222  STATE/COUNTY-  IA/WAYNE
 LE0222  USGS QUAD   -  CORYDON (1982)
 LE0222
 LE0222                         *CURRENT SURVEY CONTROL
 LE0222  ___________________________________________________________________
 LE0222* NAD 83(1986)-  40 45 25.     (N)    093 21 57.     (W)     SCALED    
 LE0222* NAVD 88     -       333.875  (meters)    1095.39   (feet)  ADJUSTED  
 LE0222  ___________________________________________________________________
 LE0222  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LE0222  DYNAMIC HT  -         333.711 (meters)    1094.85  (feet)  COMP
 LE0222  MODELED GRAV-     980,125.5   (mgal)                       NAVD 88
 LE0222
 LE0222  VERT ORDER  -  SECOND    CLASS 0
 LE0222
 LE0222.The horizontal coordinates were scaled from a topographic map and have
 LE0222.an estimated accuracy of +/- 6 seconds.
 LE0222
 LE0222.The orthometric height was determined by differential leveling
 LE0222.and adjusted by the National Geodetic Survey in June 1991..
 LE0222
 LE0222.The geoid height was determined by GEOID03.
 LE0222
 LE0222.The dynamic height is computed by dividing the NAVD 88
 LE0222.geopotential number by the normal gravity value computed on the
 LE0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0222.degrees latitude (g = 980.6199 gals.).
 LE0222
 LE0222.The modeled gravity was interpolated from observed gravity values.
 LE0222
 LE0222;                    North         East    Units  Estimated Accuracy
 LE0222;SPC IA S     -    84,070.      511,330.      MT  (+/- 180 meters Scaled)
 LE0222
 LE0222                          SUPERSEDED SURVEY CONTROL
 LE0222
 LE0222  NGVD 29 (??/??/92)  333.794  (m)         1095.12   (f) ADJ UNCH    2 0
 LE0222
 LE0222.Superseded values are not recommended for survey control.
 LE0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0222.See file dsdata.txt to determine how the superseded data were derived.
 LE0222
 LE0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF691118(NAD 83)
 LE0222_MARKER: DB = BENCH MARK DISK
 LE0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0222_STAMPING: L 118 1935
 LE0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0222+STABILITY: SURFACE MOTION
 LE0222
 LE0222  HISTORY     - Date     Condition        Report By
 LE0222  HISTORY     - 1935     MONUMENTED       CGS
 LE0222  HISTORY     - 20060522 MARK NOT FOUND   GEOCAC
 LE0222
 LE0222                          STATION DESCRIPTION
 LE0222
 LE0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0222'2.5 MI W FROM CORYDON.
 LE0222'2.5 MILES WEST ALONG STATE HIGHWAY 2 FROM THE COURTHOUSE AT
 LE0222'CORYDON, AT THE JUNCTION OF STATE HIGHWAY 40, 60 FEET SOUTH OF
 LE0222'THE CENTERLINE OF STATE HIGHWAY 2, 60 FEET WEST OF THE
 LE0222'CENTERLINE OF STATE HIGHWAY 40, 10 FEET WEST OF A POLE, AND AT A
 LE0222'FENCE CORNER.  A STANDARD DISK, STAMPED L 118 1935 AND SET
 LE0222'IN THE TOP OF A CONCRETE POST.
 LE0222
 LE0222                          STATION RECOVERY (2006)
 LE0222
 LE0222'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LE0222'DESCRIBED LOCATION RELATIVE TO HIGHWAYS IS IN AREA WHERE A CUT OF
 LE0222'SEVERAL FEET HAS BEEN MADE TO WIDEN THE HIGHWAYS. NO FENCE OR POLE
 LE0222'CLOSE BY. PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0175 ***********************************************************************
 LE0175  DESIGNATION -  L 119
 LE0175  PID         -  LE0175
 LE0175  STATE/COUNTY-  IA/APPANOOSE
 LE0175  USGS QUAD   -  HIATTSVILLE (1966)
 LE0175
 LE0175                         *CURRENT SURVEY CONTROL
 LE0175  ___________________________________________________________________
 LE0175* NAD 83(1986)-  40 46 32.     (N)    092 46 06.     (W)     SCALED    
 LE0175* NAVD 88     -       281.250  (meters)     922.73   (feet)  ADJUSTED  
 LE0175  ___________________________________________________________________
 LE0175  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LE0175  DYNAMIC HT  -         281.114 (meters)     922.29  (feet)  COMP
 LE0175  MODELED GRAV-     980,136.0   (mgal)                       NAVD 88
 LE0175
 LE0175  VERT ORDER  -  SECOND    CLASS 0
 LE0175
 LE0175.The horizontal coordinates were scaled from a topographic map and have
 LE0175.an estimated accuracy of +/- 6 seconds.
 LE0175
 LE0175.The orthometric height was determined by differential leveling
 LE0175.and adjusted by the National Geodetic Survey in June 1991..
 LE0175
 LE0175.The geoid height was determined by GEOID03.
 LE0175
 LE0175.The dynamic height is computed by dividing the NAVD 88
 LE0175.geopotential number by the normal gravity value computed on the
 LE0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0175.degrees latitude (g = 980.6199 gals.).
 LE0175
 LE0175.The modeled gravity was interpolated from observed gravity values.
 LE0175
 LE0175;                    North         East    Units  Estimated Accuracy
 LE0175;SPC IA S     -    86,380.      561,770.      MT  (+/- 180 meters Scaled)
 LE0175
 LE0175                          SUPERSEDED SURVEY CONTROL
 LE0175
 LE0175  NGVD 29 (??/??/92)  281.214  (m)          922.62   (f) ADJ UNCH    2 0
 LE0175
 LE0175.Superseded values are not recommended for survey control.
 LE0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0175.See file dsdata.txt to determine how the superseded data were derived.
 LE0175
 LE0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF195138(NAD 83)
 LE0175_MARKER: DB = BENCH MARK DISK
 LE0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0175_SP_SET: ABUTMENT
 LE0175_STAMPING: L 119 1935
 LE0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0175
 LE0175  HISTORY     - Date     Condition        Report By
 LE0175  HISTORY     - 1935     MONUMENTED       CGS
 LE0175
 LE0175                          STATION DESCRIPTION
 LE0175
 LE0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0175'1.3 MI SW FROM UDELL.
 LE0175'1.3 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0175'RAILWAY FROM THE OVERHEAD CROSSING OF THE WABASH RAILWAY AT
 LE0175'UDELL, APPANOOSE COUNTY, 1 POLE NORTHEAST OF MILEPOST 329,
 LE0175'AT BRIDGE 328.9, IN THE TOP OF THE NORTH CORNER OF THE NORTHEAST
 LE0175'STONE ABUTMENT, 9 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 LE0175'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LE0175'L 119 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0499 ***********************************************************************
 ON0499  DESIGNATION -  L 12
 ON0499  PID         -  ON0499
 ON0499  STATE/COUNTY-  IA/ALLAMAKEE
 ON0499  USGS QUAD   -  POSTVILLE (1971)
 ON0499
 ON0499                         *CURRENT SURVEY CONTROL
 ON0499  ___________________________________________________________________
 ON0499* NAD 83(1986)-  43 05 12.     (N)    091 35 24.     (W)     SCALED    
 ON0499* NAVD 88     -       367.747  (meters)    1206.52   (feet)  ADJUSTED  
 ON0499  ___________________________________________________________________
 ON0499  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 ON0499  DYNAMIC HT  -         367.657 (meters)    1206.22  (feet)  COMP
 ON0499  MODELED GRAV-     980,364.2   (mgal)                       NAVD 88
 ON0499
 ON0499  VERT ORDER  -  FIRST     CLASS II
 ON0499
 ON0499.The horizontal coordinates were scaled from a topographic map and have
 ON0499.an estimated accuracy of +/- 6 seconds.
 ON0499
 ON0499.The orthometric height was determined by differential leveling
 ON0499.and adjusted by the National Geodetic Survey in June 1991..
 ON0499
 ON0499.The geoid height was determined by GEOID03.
 ON0499
 ON0499.The dynamic height is computed by dividing the NAVD 88
 ON0499.geopotential number by the normal gravity value computed on the
 ON0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0499.degrees latitude (g = 980.6199 gals.).
 ON0499
 ON0499.The modeled gravity was interpolated from observed gravity values.
 ON0499
 ON0499;                    North         East    Units  Estimated Accuracy
 ON0499;SPC IA N     - 1,178,000.    1,655,510.      MT  (+/- 180 meters Scaled)
 ON0499
 ON0499                          SUPERSEDED SURVEY CONTROL
 ON0499
 ON0499  NGVD 29 (??/??/92)  367.788  (m)         1206.65   (f) ADJ UNCH    1 2
 ON0499
 ON0499.Superseded values are not recommended for survey control.
 ON0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0499.See file dsdata.txt to determine how the superseded data were derived.
 ON0499
 ON0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH147714(NAD 83)
 ON0499_MARKER: DB = BENCH MARK DISK
 ON0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0499_STAMPING: L 12 1933
 ON0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0499+STABILITY: SURFACE MOTION
 ON0499
 ON0499  HISTORY     - Date     Condition        Report By
 ON0499  HISTORY     - 1933     MONUMENTED       CGS
 ON0499  HISTORY     - 1934     GOOD             NGS
 ON0499  HISTORY     - 1976     GOOD             NGS
 ON0499
 ON0499                          STATION DESCRIPTION
 ON0499
 ON0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0499'1 MI W FROM POSTVILLE.
 ON0499'1 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 ON0499'FROM POSTVILLE, ALLAMAKEE COUNTY, 1/8 MILE WEST OF THE INTERSECTION
 ON0499'WITH THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 ON0499'120 FEET SOUTH OF THE CENTERLINE OF THE C.M.ST.P. AND P.R.R.
 ON0499'TRACK, 31 FEET NORTH OF THE CENTERLINE OF THE C.R.I. AND P.RY.
 ON0499'TRACK, AND 38 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 55.
 ON0499'A STANDARD DISK, STAMPED L 12 1933 AND SET IN THE TOP OF A
 ON0499'CONCRETE POST.
 ON0499
 ON0499                          STATION RECOVERY (1976)
 ON0499
 ON0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 ON0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0500 ***********************************************************************
 ON0500  DESIGNATION -  L 12 RESET
 ON0500  PID         -  ON0500
 ON0500  STATE/COUNTY-  IA/ALLAMAKEE
 ON0500  USGS QUAD   -  POSTVILLE (1971)
 ON0500
 ON0500                         *CURRENT SURVEY CONTROL
 ON0500  ___________________________________________________________________
 ON0500* NAD 83(1986)-  43 05 12.     (N)    091 35 24.     (W)     SCALED    
 ON0500* NAVD 88     -       368.60   (+/-2cm)    1209.3    (feet)  VERTCON   
 ON0500  ___________________________________________________________________
 ON0500  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 ON0500
 ON0500  VERT ORDER  -  THIRD (See Below)
 ON0500
 ON0500.The horizontal coordinates were scaled from a topographic map and have
 ON0500.an estimated accuracy of +/- 6 seconds.
 ON0500
 ON0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0500.The vertical order pertains to the NGVD 29 superseded value.
 ON0500
 ON0500.The geoid height was determined by GEOID03.
 ON0500
 ON0500;                    North         East    Units  Estimated Accuracy
 ON0500;SPC IA N     - 1,178,000.    1,655,510.      MT  (+/- 180 meters Scaled)
 ON0500
 ON0500                          SUPERSEDED SURVEY CONTROL
 ON0500
 ON0500  NGVD 29 (05/12/04)  368.64   (m)         1209.4    (f) RESET       3  
 ON0500
 ON0500.Superseded values are not recommended for survey control.
 ON0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0500.See file dsdata.txt to determine how the superseded data were derived.
 ON0500
 ON0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH147714(NAD 83)
 ON0500_MARKER: DB = BENCH MARK DISK
 ON0500_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0500_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0500_STAMPING: L 12 RESET 1976
 ON0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0500
 ON0500  HISTORY     - Date     Condition        Report By
 ON0500  HISTORY     - 1976     MONUMENTED       NGS
 ON0500
 ON0500                          STATION DESCRIPTION
 ON0500
 ON0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 ON0500'1 MI W FROM POSTVILLE.
 ON0500'FROM THE JUNCTION OF U.S. HIGHWAYS 18 AND 52 ABOUT 1.0 MILE
 ON0500'WEST OF POSTVILLE, TO NORTH ON HIGHWAY 52 FOR 0.1 MILE TO A FARM
 ON0500'AND THE BENCH MARK ON THE LEFT, 107 FEET WEST OF THE CENTER OF
 ON0500'HIGHWAY 52, 19.5 FEET EAST OF A BOARD FENCE AROUND BARN AND HOG
 ON0500'LOT AND 1 FOOT EAST OF A METAL WITNESS POST.  A STANDARD DISK
 ON0500'STAMPED L 12 RESET 1976, CRIMPED TO THE TOP OF A 5/8 INCH COPPER
 ON0500'COATED ROD WITH A STELL PLATE BOLTED AT THE BOTTOM, ENCASED IN
 ON0500'A TILE WITH GRAVEL AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0026 ***********************************************************************
 LE0026  DESIGNATION -  L 121
 LE0026  PID         -  LE0026
 LE0026  STATE/COUNTY-  IA/VAN BUREN
 LE0026  USGS QUAD   -  CANTRIL (1970)
 LE0026
 LE0026                         *CURRENT SURVEY CONTROL
 LE0026  ___________________________________________________________________
 LE0026* NAD 83(1986)-  40 37 33.     (N)    092 02 22.     (W)     SCALED    
 LE0026* NAVD 88     -       237.041  (meters)     777.69   (feet)  ADJUSTED  
 LE0026  ___________________________________________________________________
 LE0026  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LE0026  DYNAMIC HT  -         236.924 (meters)     777.31  (feet)  COMP
 LE0026  MODELED GRAV-     980,127.5   (mgal)                       NAVD 88
 LE0026
 LE0026  VERT ORDER  -  SECOND    CLASS 0
 LE0026
 LE0026.The horizontal coordinates were scaled from a topographic map and have
 LE0026.an estimated accuracy of +/- 6 seconds.
 LE0026
 LE0026.The orthometric height was determined by differential leveling
 LE0026.and adjusted by the National Geodetic Survey in June 1991..
 LE0026
 LE0026.The geoid height was determined by GEOID03.
 LE0026
 LE0026.The dynamic height is computed by dividing the NAVD 88
 LE0026.geopotential number by the normal gravity value computed on the
 LE0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0026.degrees latitude (g = 980.6199 gals.).
 LE0026
 LE0026.The modeled gravity was interpolated from observed gravity values.
 LE0026
 LE0026;                    North         East    Units  Estimated Accuracy
 LE0026;SPC IA S     -    70,540.      623,570.      MT  (+/- 180 meters Scaled)
 LE0026
 LE0026                          SUPERSEDED SURVEY CONTROL
 LE0026
 LE0026  NGVD 29 (??/??/92)  237.040  (m)          777.69   (f) ADJ UNCH    2 0
 LE0026
 LE0026.Superseded values are not recommended for survey control.
 LE0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0026.See file dsdata.txt to determine how the superseded data were derived.
 LE0026
 LE0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE812976(NAD 83)
 LE0026_MARKER: DB = BENCH MARK DISK
 LE0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0026_STAMPING: L 121 1935
 LE0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0026+STABILITY: SURFACE MOTION
 LE0026
 LE0026  HISTORY     - Date     Condition        Report By
 LE0026  HISTORY     - 1935     MONUMENTED       CGS
 LE0026  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 LE0026
 LE0026                          STATION DESCRIPTION
 LE0026
 LE0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0026'2.2 MI SE FROM CANTRIL.
 LE0026'2.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0026'RAILROAD FROM THE STATION AT CANTRIL, VAN BUREN COUNTY, AT POLE
 LE0026'61+03, AT A PRIVATE ROAD CROSSING, 42 FEET SOUTH OF THE
 LE0026'CENTERLINE OF THE TRACK, 16 FEET WEST OF THE CENTERLINE OF THE
 LE0026'ROAD, 6 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER, AND ABOUT 18
 LE0026'INCHES HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED L 121
 LE0026'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0026
 LE0026                          STATION RECOVERY (2000)
 LE0026
 LE0026'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LE0026'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0605 ***********************************************************************
 LD0605  DESIGNATION -  L 122
 LD0605  PID         -  LD0605
 LD0605  STATE/COUNTY-  IA/LEE
 LD0605  USGS QUAD   -  ARGYLE (1982)
 LD0605
 LD0605                         *CURRENT SURVEY CONTROL
 LD0605  ___________________________________________________________________
 LD0605* NAD 83(1986)-  40 36 17.     (N)    091 32 58.     (W)     SCALED    
 LD0605* NAVD 88     -       214.266  (meters)     702.97   (feet)  ADJUSTED  
 LD0605  ___________________________________________________________________
 LD0605  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0605  DYNAMIC HT  -         214.162 (meters)     702.63  (feet)  COMP
 LD0605  MODELED GRAV-     980,134.9   (mgal)                       NAVD 88
 LD0605
 LD0605  VERT ORDER  -  SECOND    CLASS 0
 LD0605
 LD0605.The horizontal coordinates were scaled from a topographic map and have
 LD0605.an estimated accuracy of +/- 6 seconds.
 LD0605
 LD0605.The orthometric height was determined by differential leveling
 LD0605.and adjusted by the National Geodetic Survey in June 1991..
 LD0605
 LD0605.The geoid height was determined by GEOID03.
 LD0605
 LD0605.The dynamic height is computed by dividing the NAVD 88
 LD0605.geopotential number by the normal gravity value computed on the
 LD0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0605.degrees latitude (g = 980.6199 gals.).
 LD0605
 LD0605.The modeled gravity was interpolated from observed gravity values.
 LD0605
 LD0605;                    North         East    Units  Estimated Accuracy
 LD0605;SPC IA S     -    69,010.      665,070.      MT  (+/- 180 meters Scaled)
 LD0605
 LD0605                          SUPERSEDED SURVEY CONTROL
 LD0605
 LD0605  NGVD 29 (??/??/92)  214.293  (m)          703.06   (f) ADJ UNCH    2 0
 LD0605
 LD0605.Superseded values are not recommended for survey control.
 LD0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0605.See file dsdata.txt to determine how the superseded data were derived.
 LD0605
 LD0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE227958(NAD 83)
 LD0605_MARKER: DB = BENCH MARK DISK
 LD0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0605_STAMPING: L 122 1935
 LD0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0605+STABILITY: SURFACE MOTION
 LD0605
 LD0605  HISTORY     - Date     Condition        Report By
 LD0605  HISTORY     - 1935     MONUMENTED       CGS
 LD0605  HISTORY     - 1942     GOOD             NGS
 LD0605
 LD0605                          STATION DESCRIPTION
 LD0605
 LD0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0605'1.7 MI NW FROM CHARLESTON.
 LD0605'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 218 FROM THE CEMETERY
 LD0605'AT CHARLESTON, LEE COUNTY, AT THE JUNCTION OF A ROAD LEADING
 LD0605'WEST, AT THE EDGE OF A CUT, 39 FEET SOUTHWEST OF THE CENTERLINE
 LD0605'OF THE HIGHWAY, 45 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 LD0605'18 FEET NORTHWEST OF THE IOWA STATE HIGHWAY COMMISSION AND
 LD0605'RAILROAD IRON RIGHT-OF-WAY CORNER.  A STANDARD DISK, STAMPED L
 LD0605'122 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0485 ***********************************************************************
 MG0485  DESIGNATION -  L 123
 MG0485  PID         -  MG0485
 MG0485  STATE/COUNTY-  IA/HENRY
 MG0485  USGS QUAD   -  CRAWFORDSVILLE (1981)
 MG0485
 MG0485                         *CURRENT SURVEY CONTROL
 MG0485  ___________________________________________________________________
 MG0485* NAD 83(1986)-  41 08 59.     (N)    091 32 40.     (W)     SCALED    
 MG0485* NAVD 88     -       212.964  (meters)     698.70   (feet)  ADJUSTED  
 MG0485  ___________________________________________________________________
 MG0485  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MG0485  DYNAMIC HT  -         212.872 (meters)     698.40  (feet)  COMP
 MG0485  MODELED GRAV-     980,186.6   (mgal)                       NAVD 88
 MG0485
 MG0485  VERT ORDER  -  SECOND    CLASS 0
 MG0485
 MG0485.The horizontal coordinates were scaled from a topographic map and have
 MG0485.an estimated accuracy of +/- 6 seconds.
 MG0485
 MG0485.The orthometric height was determined by differential leveling
 MG0485.and adjusted by the National Geodetic Survey in June 1991..
 MG0485
 MG0485.The geoid height was determined by GEOID03.
 MG0485
 MG0485.The dynamic height is computed by dividing the NAVD 88
 MG0485.geopotential number by the normal gravity value computed on the
 MG0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0485.degrees latitude (g = 980.6199 gals.).
 MG0485
 MG0485.The modeled gravity was interpolated from observed gravity values.
 MG0485
 MG0485;                    North         East    Units  Estimated Accuracy
 MG0485;SPC IA S     -   129,520.      664,140.      MT  (+/- 180 meters Scaled)
 MG0485
 MG0485                          SUPERSEDED SURVEY CONTROL
 MG0485
 MG0485  NGVD 29 (??/??/92)  213.010  (m)          698.85   (f) ADJ UNCH    2 0
 MG0485
 MG0485.Superseded values are not recommended for survey control.
 MG0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0485.See file dsdata.txt to determine how the superseded data were derived.
 MG0485
 MG0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF221563(NAD 83)
 MG0485_MARKER: DB = BENCH MARK DISK
 MG0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0485_SP_SET: CULVERT
 MG0485_STAMPING: L 123 1935
 MG0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0485
 MG0485  HISTORY     - Date     Condition        Report By
 MG0485  HISTORY     - 1935     MONUMENTED       CGS
 MG0485  HISTORY     - 1941     GOOD             NGS
 MG0485  HISTORY     - 1979     MARK NOT FOUND   NGS
 MG0485
 MG0485                          STATION DESCRIPTION
 MG0485
 MG0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0485'1.1 MI N FROM OLDS.
 MG0485'1.1 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE MINNEAPOLIS AND
 MG0485'ST. LOUIS RAILROAD STATION AT OLDS, AT WAYNE, AT A CROSSING OF
 MG0485'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 60 FEET SOUTH OF THE
 MG0485'CENTERLINE OF THE MAIN TRACK, AT A CONCRETE CULVERT, AND IN THE
 MG0485'TOP OF THE CENTER OF THE EAST HEADWALL.  A STANDARD DISK, STAMPED
 MG0485'L 123 1935.  NOTE-- IT HAS BEEN REPORTED THAT RAILROAD AND STATION
 MG0485'HAVE BEEN TAKEN OUT.
 MG0485
 MG0485                          STATION RECOVERY (1979)
 MG0485
 MG0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MG0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0500 ***********************************************************************
 MG0500  DESIGNATION -  L 124
 MG0500  PID         -  MG0500
 MG0500  STATE/COUNTY-  IA/JEFFERSON
 MG0500  USGS QUAD   -  FAIRFIELD NORTH (1980)
 MG0500
 MG0500                         *CURRENT SURVEY CONTROL
 MG0500  ___________________________________________________________________
 MG0500* NAD 83(1986)-  41 00 43.     (N)    091 58 29.     (W)     SCALED    
 MG0500* NAVD 88     -       236.163  (meters)     774.81   (feet)  ADJUSTED  
 MG0500  ___________________________________________________________________
 MG0500  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MG0500  DYNAMIC HT  -         236.056 (meters)     774.46  (feet)  COMP
 MG0500  MODELED GRAV-     980,166.9   (mgal)                       NAVD 88
 MG0500
 MG0500  VERT ORDER  -  SECOND    CLASS 0
 MG0500
 MG0500.The horizontal coordinates were scaled from a topographic map and have
 MG0500.an estimated accuracy of +/- 6 seconds.
 MG0500
 MG0500.The orthometric height was determined by differential leveling
 MG0500.and adjusted by the National Geodetic Survey in June 1991..
 MG0500
 MG0500.The geoid height was determined by GEOID03.
 MG0500
 MG0500.The dynamic height is computed by dividing the NAVD 88
 MG0500.geopotential number by the normal gravity value computed on the
 MG0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0500.degrees latitude (g = 980.6199 gals.).
 MG0500
 MG0500.The modeled gravity was interpolated from observed gravity values.
 MG0500
 MG0500;                    North         East    Units  Estimated Accuracy
 MG0500;SPC IA S     -   113,500.      628,290.      MT  (+/- 180 meters Scaled)
 MG0500
 MG0500                          SUPERSEDED SURVEY CONTROL
 MG0500
 MG0500  NGVD 29 (??/??/92)  236.192  (m)          774.91   (f) ADJ UNCH    2 0
 MG0500
 MG0500.Superseded values are not recommended for survey control.
 MG0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0500.See file dsdata.txt to determine how the superseded data were derived.
 MG0500
 MG0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF862405(NAD 83)
 MG0500_MARKER: DB = BENCH MARK DISK
 MG0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0500_STAMPING: L 124 1935
 MG0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0500+STABILITY: SURFACE MOTION
 MG0500
 MG0500  HISTORY     - Date     Condition        Report By
 MG0500  HISTORY     - 1935     MONUMENTED       CGS
 MG0500
 MG0500                          STATION DESCRIPTION
 MG0500
 MG0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MG0500'AT FAIRFIELD.
 MG0500'AT FAIRFIELD, 0.6 MILE WEST OF THE CHICAGO, BURLINGTON AND QUINCY
 MG0500'RAILROAD STATION, 3 FEET EAST OF MILEPOST 256, ACROSS THE TRACK
 MG0500'FROM THE DEXTER WASHINGTON MACHINE CO. PROPERTY, AT THE NINTH
 MG0500'STREET CROSSING 39 FEET WEST OF THE CENTERLINE OF THE STREET,
 MG0500'9 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, AND LEVEL WITH
 MG0500'THE TRACK.  A STANDARD DISK, STAMPED L 124 1935 AND SET IN THE
 MG0500'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0512 ***********************************************************************
 LD0512  DESIGNATION -  L 125
 LD0512  PID         -  LD0512
 LD0512  STATE/COUNTY-  IA/HENRY
 LD0512  USGS QUAD   -  NEW LONDON (1981)
 LD0512
 LD0512                         *CURRENT SURVEY CONTROL
 LD0512  ___________________________________________________________________
 LD0512* NAD 83(1986)-  40 56 16.     (N)    091 25 10.     (W)     SCALED    
 LD0512* NAVD 88     -       231.193  (meters)     758.51   (feet)  ADJUSTED  
 LD0512  ___________________________________________________________________
 LD0512  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LD0512  DYNAMIC HT  -         231.087 (meters)     758.16  (feet)  COMP
 LD0512  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 LD0512
 LD0512  VERT ORDER  -  SECOND    CLASS 0
 LD0512
 LD0512.The horizontal coordinates were scaled from a topographic map and have
 LD0512.an estimated accuracy of +/- 6 seconds.
 LD0512
 LD0512.The orthometric height was determined by differential leveling
 LD0512.and adjusted by the National Geodetic Survey in June 1991..
 LD0512
 LD0512.The geoid height was determined by GEOID03.
 LD0512
 LD0512.The dynamic height is computed by dividing the NAVD 88
 LD0512.geopotential number by the normal gravity value computed on the
 LD0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0512.degrees latitude (g = 980.6199 gals.).
 LD0512
 LD0512.The modeled gravity was interpolated from observed gravity values.
 LD0512
 LD0512;                    North         East    Units  Estimated Accuracy
 LD0512;SPC IA S     -   106,230.      675,190.      MT  (+/- 180 meters Scaled)
 LD0512
 LD0512                          SUPERSEDED SURVEY CONTROL
 LD0512
 LD0512  NGVD 29 (??/??/92)  231.235  (m)          758.64   (f) ADJ UNCH    2 0
 LD0512
 LD0512.Superseded values are not recommended for survey control.
 LD0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0512.See file dsdata.txt to determine how the superseded data were derived.
 LD0512
 LD0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF330330(NAD 83)
 LD0512_MARKER: DB = BENCH MARK DISK
 LD0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0512_STAMPING: L 125 1935
 LD0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0512+STABILITY: SURFACE MOTION
 LD0512
 LD0512  HISTORY     - Date     Condition        Report By
 LD0512  HISTORY     - 1935     MONUMENTED       CGS
 LD0512  HISTORY     - 1954     MARK NOT FOUND   NGS
 LD0512  HISTORY     - 1979     MARK NOT FOUND   NGS
 LD0512
 LD0512                          STATION DESCRIPTION
 LD0512
 LD0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LD0512'1.3 MI NW FROM NEW LONDON.
 LD0512'1 3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0512'RAILROAD FROM THE STATION AT NEW LONDON, HENRY COUNTY, AT POLE
 LD0512'226+04, AT A ROAD CROSSING, 50 FEET SOUTHEAST OF THE CENTERLINE OF
 LD0512'THE ROAD, 30 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHEAST
 LD0512'TRACK, 4 FEET SOUTHWEST OF A POLE, AND LEVEL WITH THE TRACK.  A
 LD0512'STANDARD DISK, STAMPED L 125 1935 AND SET IN THE TOP OF A CONCRETE
 LD0512'POST.
 LD0512
 LD0512                          STATION RECOVERY (1979)
 LD0512
 LD0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LD0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0442 ***********************************************************************
 MG0442  DESIGNATION -  L 126=58 33
 MG0442  PID         -  MG0442
 MG0442  STATE/COUNTY-  IA/LOUISA
 MG0442  USGS QUAD   -  MEDIAPOLIS (1965)
 MG0442
 MG0442                         *CURRENT SURVEY CONTROL
 MG0442  ___________________________________________________________________
 MG0442* NAD 83(1986)-  41 05 19.     (N)    091 14 02.     (W)     SCALED    
 MG0442* NAVD 88     -       227.628  (meters)     746.81   (feet)  ADJUSTED  
 MG0442  ___________________________________________________________________
 MG0442  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MG0442  DYNAMIC HT  -         227.527 (meters)     746.48  (feet)  COMP
 MG0442  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 MG0442
 MG0442  VERT ORDER  -  SECOND    CLASS 0
 MG0442
 MG0442.The horizontal coordinates were scaled from a topographic map and have
 MG0442.an estimated accuracy of +/- 6 seconds.
 MG0442
 MG0442.The orthometric height was determined by differential leveling
 MG0442.and adjusted by the National Geodetic Survey in June 1991..
 MG0442
 MG0442.The geoid height was determined by GEOID03.
 MG0442
 MG0442.The dynamic height is computed by dividing the NAVD 88
 MG0442.geopotential number by the normal gravity value computed on the
 MG0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0442.degrees latitude (g = 980.6199 gals.).
 MG0442
 MG0442.The modeled gravity was interpolated from observed gravity values.
 MG0442
 MG0442;                    North         East    Units  Estimated Accuracy
 MG0442;SPC IA S     -   123,370.      690,370.      MT  (+/- 180 meters Scaled)
 MG0442
 MG0442                          SUPERSEDED SURVEY CONTROL
 MG0442
 MG0442  NGVD 29 (??/??/92)  227.677  (m)          746.97   (f) ADJ UNCH    2 0
 MG0442
 MG0442.Superseded values are not recommended for survey control.
 MG0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0442.See file dsdata.txt to determine how the superseded data were derived.
 MG0442
 MG0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF483500(NAD 83)
 MG0442_MARKER: DD = SURVEY DISK
 MG0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0442_STAMPING: 58-33 L 126 1935
 MG0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0442+STABILITY: SURFACE MOTION
 MG0442
 MG0442  HISTORY     - Date     Condition        Report By
 MG0442  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0442  HISTORY     - 1935     GOOD             NGS
 MG0442
 MG0442                          STATION DESCRIPTION
 MG0442
 MG0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MG0442'1 MI E FROM MORNING SUN.
 MG0442'ABOUT ONE MILE EAST ALONG STATE HIGHWAY 78 FROM MORNING SUN,
 MG0442'LOUISA COUNTY, ABOUT 1/2 MILE EAST OF A CROSSING OF THE CHICAGO,
 MG0442'ROCK ISLAND AND PACIFIC RAILWAY, AT THE W. MC ELHINNEY PROPERTY,
 MG0442'132 FEET EAST OF THE WEST SIDE OF A BARN, 24 FEET WEST OF POLE
 MG0442'93, AND 3 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A
 MG0442'STATE SURVEY STANDARD DISK, STAMPED 58-33 L 126 1935 AND SET
 MG0442'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0879 ***********************************************************************
 MJ0879  DESIGNATION -  L 127
 MJ0879  PID         -  MJ0879
 MJ0879  STATE/COUNTY-  IA/MILLS
 MJ0879  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0879
 MJ0879                         *CURRENT SURVEY CONTROL
 MJ0879  ___________________________________________________________________
 MJ0879* NAD 83(1986)-  41 00 08.     (N)    095 51 50.     (W)     SCALED    
 MJ0879* NAVD 88     -       298.064  (meters)     977.90   (feet)  ADJUSTED  
 MJ0879  ___________________________________________________________________
 MJ0879  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 MJ0879  DYNAMIC HT  -         297.938 (meters)     977.48  (feet)  COMP
 MJ0879  MODELED GRAV-     980,194.1   (mgal)                       NAVD 88
 MJ0879
 MJ0879  VERT ORDER  -  SECOND    CLASS 0
 MJ0879
 MJ0879.The horizontal coordinates were scaled from a topographic map and have
 MJ0879.an estimated accuracy of +/- 6 seconds.
 MJ0879
 MJ0879.The orthometric height was determined by differential leveling
 MJ0879.and adjusted by the National Geodetic Survey in June 1991..
 MJ0879
 MJ0879.The geoid height was determined by GEOID03.
 MJ0879
 MJ0879.The dynamic height is computed by dividing the NAVD 88
 MJ0879.geopotential number by the normal gravity value computed on the
 MJ0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0879.degrees latitude (g = 980.6199 gals.).
 MJ0879
 MJ0879.The modeled gravity was interpolated from observed gravity values.
 MJ0879
 MJ0879;                    North         East    Units  Estimated Accuracy
 MJ0879;SPC IA S     -   114,000.      301,150.      MT  (+/- 180 meters Scaled)
 MJ0879
 MJ0879                          SUPERSEDED SURVEY CONTROL
 MJ0879
 MJ0879  NGVD 29 (??/??/92)  297.968  (m)          977.58   (f) ADJ UNCH    2 0
 MJ0879
 MJ0879.Superseded values are not recommended for survey control.
 MJ0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0879.See file dsdata.txt to determine how the superseded data were derived.
 MJ0879
 MJ0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF591429(NAD 83)
 MJ0879_MARKER: DB = BENCH MARK DISK
 MJ0879_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0879_SP_SET: BRIDGE ABUTMENT
 MJ0879_STAMPING: L 127 1947
 MJ0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0879
 MJ0879  HISTORY     - Date     Condition        Report By
 MJ0879  HISTORY     - 1947     MONUMENTED       CGS
 MJ0879  HISTORY     - 1948     GOOD             NGS
 MJ0879
 MJ0879                          STATION DESCRIPTION
 MJ0879
 MJ0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0879'4.3 MI SW FROM PACIFIC JUNCTION.
 MJ0879'1 BLOCK WEST ALONG A GRAVELED STREET FROM THE PUBLIC SCHOOL
 MJ0879'AT PACIFIC JUNCTION, THENCE 1.3 MILES SOUTH ALONG A GRAVELED
 MJ0879'ROAD, THENCE 3.0 MILES WEST ALONG U.S. HIGHWAY 34, 12.0 FEET
 MJ0879'NORTH OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAWY,
 MJ0879'SET IN THE TOP OF THE NORTHEAST CONCRETE ABUTMENT OF THE BRIDGE
 MJ0879'OVER THE MISSOURI RIVER.
 MJ0879
 MJ0879                          STATION RECOVERY (1948)
 MJ0879
 MJ0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0150 ***********************************************************************
 NM0150  DESIGNATION -  L 128
 NM0150  PID         -  NM0150
 NM0150  STATE/COUNTY-  IA/WOODBURY
 NM0150  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM0150
 NM0150                         *CURRENT SURVEY CONTROL
 NM0150  ___________________________________________________________________
 NM0150* NAD 83(1986)-  42 23 36.     (N)    096 21 01.     (W)     SCALED    
 NM0150* NAVD 88     -       332.499  (meters)    1090.87   (feet)  ADJUSTED  
 NM0150  ___________________________________________________________________
 NM0150  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 NM0150  DYNAMIC HT  -         332.392 (meters)    1090.52  (feet)  COMP
 NM0150  MODELED GRAV-     980,290.1   (mgal)                       NAVD 88
 NM0150
 NM0150  VERT ORDER  -  FIRST     CLASS II
 NM0150
 NM0150.The horizontal coordinates were scaled from a topographic map and have
 NM0150.an estimated accuracy of +/- 6 seconds.
 NM0150
 NM0150.The orthometric height was determined by differential leveling
 NM0150.and adjusted by the National Geodetic Survey in June 1991..
 NM0150.WARNING-Repeat measurements at this control monument indicate possible
 NM0150.vertical movement.
 NM0150
 NM0150.The geoid height was determined by GEOID03.
 NM0150
 NM0150.The dynamic height is computed by dividing the NAVD 88
 NM0150.geopotential number by the normal gravity value computed on the
 NM0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0150.degrees latitude (g = 980.6199 gals.).
 NM0150
 NM0150.The modeled gravity was interpolated from observed gravity values.
 NM0150
 NM0150;                    North         East    Units  Estimated Accuracy
 NM0150;SPC IA N     - 1,103,180.    1,265,370.      MT  (+/- 180 meters Scaled)
 NM0150
 NM0150                          SUPERSEDED SURVEY CONTROL
 NM0150
 NM0150  NGVD 29 (??/??/92)  332.312  (m)         1090.26   (f) ADJ UNCH    1 2
 NM0150
 NM0150.Superseded values are not recommended for survey control.
 NM0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0150.See file dsdata.txt to determine how the superseded data were derived.
 NM0150
 NM0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM180968(NAD 83)
 NM0150_MARKER: DB = BENCH MARK DISK
 NM0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0150_SP_SET: CONCRETE POST
 NM0150_STAMPING: L 128 1948
 NM0150_MARK LOGO: CGS   
 NM0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0150+STABILITY: SURFACE MOTION
 NM0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0150+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1989
 NM0150
 NM0150  HISTORY     - Date     Condition        Report By
 NM0150  HISTORY     - 1948     MONUMENTED       CGS
 NM0150  HISTORY     - 19890911 GOOD             NGS
 NM0150
 NM0150                          STATION DESCRIPTION
 NM0150
 NM0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0150'1 MI SE FROM SERGEANT BLUFF.
 NM0150'1.0 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0150'FROM THE STATION AT SERGEANT BLUFF, AT A ROAD CROSSING, 46.2
 NM0150'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 43.0 FEET NORTH
 NM0150'OF THE CENTER LINE OF THE ROAD, 12.7 FEET NORTH OF TELEGRAPH
 NM0150'POLE NUMBER 300, 1.7 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY
 NM0150'FENCE, 1.2 FEET SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP
 NM0150'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0150
 NM0150                          STATION RECOVERY (1989)
 NM0150
 NM0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0150'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. DELETE--12.7
 NM0150'FEET NORTH OF TELEPHONE POLE NUMBER 300.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0112 ***********************************************************************
 NM0112  DESIGNATION -  L 129
 NM0112  PID         -  NM0112
 NM0112  STATE/COUNTY-  IA/MONONA
 NM0112  USGS QUAD   -  SLOAN (1969)
 NM0112
 NM0112                         *CURRENT SURVEY CONTROL
 NM0112  ___________________________________________________________________
 NM0112* NAD 83(1986)-  42 12 02.     (N)    096 12 18.     (W)     SCALED    
 NM0112* NAVD 88     -       325.099  (meters)    1066.60   (feet)  ADJUSTED  
 NM0112  ___________________________________________________________________
 NM0112  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 NM0112  DYNAMIC HT  -         324.988 (meters)    1066.23  (feet)  COMP
 NM0112  MODELED GRAV-     980,272.5   (mgal)                       NAVD 88
 NM0112
 NM0112  VERT ORDER  -  FIRST     CLASS II
 NM0112
 NM0112.The horizontal coordinates were scaled from a topographic map and have
 NM0112.an estimated accuracy of +/- 6 seconds.
 NM0112
 NM0112.The orthometric height was determined by differential leveling
 NM0112.and adjusted by the National Geodetic Survey in June 1991..
 NM0112
 NM0112.The geoid height was determined by GEOID03.
 NM0112
 NM0112.The dynamic height is computed by dividing the NAVD 88
 NM0112.geopotential number by the normal gravity value computed on the
 NM0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0112.degrees latitude (g = 980.6199 gals.).
 NM0112
 NM0112.The modeled gravity was interpolated from observed gravity values.
 NM0112
 NM0112;                    North         East    Units  Estimated Accuracy
 NM0112;SPC IA N     - 1,081,390.    1,276,640.      MT  (+/- 180 meters Scaled)
 NM0112
 NM0112                          SUPERSEDED SURVEY CONTROL
 NM0112
 NM0112  NGVD 29 (??/??/92)  324.954  (m)         1066.12   (f) ADJ UNCH    1 2
 NM0112
 NM0112.Superseded values are not recommended for survey control.
 NM0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0112.See file dsdata.txt to determine how the superseded data were derived.
 NM0112
 NM0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM307758(NAD 83)
 NM0112_MARKER: DB = BENCH MARK DISK
 NM0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0112_STAMPING: L 129 1948
 NM0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0112+STABILITY: SURFACE MOTION
 NM0112
 NM0112  HISTORY     - Date     Condition        Report By
 NM0112  HISTORY     - 1948     MONUMENTED       CGS
 NM0112  HISTORY     - 19890831 MARK NOT FOUND   NGS
 NM0112
 NM0112                          STATION DESCRIPTION
 NM0112
 NM0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0112'2.6 MI SE FROM SLOAN.
 NM0112'2.55 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0112'FROM THE STATION AT SLOAN, AT A ROAD CROSSING, 0.15 MILE EAST
 NM0112'OF A FARMHOUSE, WEST OF AND ACROSS THE HIGHWAY AND RAILROAD
 NM0112'FROM THE WEST END OF TWO ROWS OF LARGE COTTONWOOD TREES WHICH
 NM0112'ARE ALONG BOTH SIDES OF AN EAST AND WEST ROAD, 43 YARDS SOUTHWEST
 NM0112'OF THE CENTER LINE OF U.S. HIGHWAY 75, 46.8 FEET SOUTHWEST OF
 NM0112'THE SOUTHWEST RAIL, 41.0 FEET NORTH OF THE CENTER LINE OF AN EAST
 NM0112'AND WEST ROAD, 10.0 FEET NORTHWEST OF A FENCE CORNER 1.4 FEET
 NM0112'SOUTHEAST OF A WITNESS POST 1.0 FOOT NORTHEAST OF A FENCE, SET
 NM0112'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 NM0112'THE GROUND.
 NM0112
 NM0112                          STATION RECOVERY (1989)
 NM0112
 NM0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0144 ***********************************************************************
 NL0144  DESIGNATION -  L 13
 NL0144  PID         -  NL0144
 NL0144  STATE/COUNTY-  IA/CALHOUN
 NL0144  USGS QUAD   -  ROCKWELL CITY (1980)
 NL0144
 NL0144                         *CURRENT SURVEY CONTROL
 NL0144  ___________________________________________________________________
 NL0144* NAD 83(1986)-  42 23 44.     (N)    094 38 01.     (W)     SCALED    
 NL0144* NAVD 88     -       376.204  (meters)    1234.26   (feet)  ADJUSTED  
 NL0144  ___________________________________________________________________
 NL0144  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 NL0144  DYNAMIC HT  -         376.062 (meters)    1233.80  (feet)  COMP
 NL0144  MODELED GRAV-     980,233.7   (mgal)                       NAVD 88
 NL0144
 NL0144  VERT ORDER  -  FIRST     CLASS II
 NL0144
 NL0144.The horizontal coordinates were scaled from a topographic map and have
 NL0144.an estimated accuracy of +/- 6 seconds.
 NL0144
 NL0144.The orthometric height was determined by differential leveling
 NL0144.and adjusted by the National Geodetic Survey in June 1991..
 NL0144
 NL0144.The geoid height was determined by GEOID03.
 NL0144
 NL0144.The dynamic height is computed by dividing the NAVD 88
 NL0144.geopotential number by the normal gravity value computed on the
 NL0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0144.degrees latitude (g = 980.6199 gals.).
 NL0144
 NL0144.The modeled gravity was interpolated from observed gravity values.
 NL0144
 NL0144;                    North         East    Units  Estimated Accuracy
 NL0144;SPC IA N     - 1,100,100.    1,406,670.      MT  (+/- 180 meters Scaled)
 NL0144
 NL0144                          SUPERSEDED SURVEY CONTROL
 NL0144
 NL0144  NGVD 29 (??/??/92)  376.121  (m)         1233.99   (f) ADJ UNCH    1 2
 NL0144
 NL0144.Superseded values are not recommended for survey control.
 NL0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0144.See file dsdata.txt to determine how the superseded data were derived.
 NL0144
 NL0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG655949(NAD 83)
 NL0144_MARKER: DB = BENCH MARK DISK
 NL0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0144_STAMPING: 1233.990 L 13 1933
 NL0144_MARK LOGO: CGS   
 NL0144_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0144+STABILITY: SURFACE MOTION
 NL0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0144+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 NL0144
 NL0144  HISTORY     - Date     Condition        Report By
 NL0144  HISTORY     - 1933     MONUMENTED       CGS
 NL0144  HISTORY     - 1935     GOOD             NGS
 NL0144  HISTORY     - 19950525 GOOD             IAHD
 NL0144  HISTORY     - 20021031 GOOD             JCLS
 NL0144  HISTORY     - 20040329 GOOD             JCLS
 NL0144
 NL0144                          STATION DESCRIPTION
 NL0144
 NL0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NL0144'AT ROCKWELL CITY.
 NL0144'AT ROCKWELL CITY, CALHOUN COUNTY, 120 FEET SOUTHEAST OF THE
 NL0144'SOUTHWEST CORNER OF THE COUNTY COURTHOUSE, AT THE SOUTH SIDE OF
 NL0144'THE YARD, 31 FEET NORTH OF THE NORTH CURB OF A STREEL PARALLEL
 NL0144'TO THE SOUTH SIDE OF THE COURTHOUSE, 6 FEET EAST OF THE EAST
 NL0144'EDGE OF A CONCRETE WALK LEADING TO THE COURTHOUSE, AND 5 FEET
 NL0144'SOUTH OF THE FLAGPOLE.  A STANDARD DISK, STAMPED 1233.990 L
 NL0144'13 1933 AND SET IN THE TOP OF A CONCRETE POST.
 NL0144
 NL0144                          STATION RECOVERY (1995)
 NL0144
 NL0144'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1995
 NL0144'RECOVERED AS DESCRIBED.
 NL0144
 NL0144                          STATION RECOVERY (2002)
 NL0144
 NL0144'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 NL0144'SUITABLE FOR SELECTIVE GPS OBSERVATIONS
 NL0144
 NL0144                          STATION RECOVERY (2004)
 NL0144
 NL0144'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NL0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0848 ***********************************************************************
 MJ0848  DESIGNATION -  L 130
 MJ0848  PID         -  MJ0848
 MJ0848  STATE/COUNTY-  IA/MILLS
 MJ0848  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0848
 MJ0848                         *CURRENT SURVEY CONTROL
 MJ0848  ___________________________________________________________________
 MJ0848* NAD 83(1986)-  41 07 16.     (N)    095 49 56.     (W)     SCALED    
 MJ0848* NAVD 88     -       294.935  (meters)     967.63   (feet)  ADJUSTED  
 MJ0848  ___________________________________________________________________
 MJ0848  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 MJ0848  DYNAMIC HT  -         294.814 (meters)     967.24  (feet)  COMP
 MJ0848  MODELED GRAV-     980,207.4   (mgal)                       NAVD 88
 MJ0848
 MJ0848  VERT ORDER  -  SECOND    CLASS 0
 MJ0848
 MJ0848.The horizontal coordinates were scaled from a topographic map and have
 MJ0848.an estimated accuracy of +/- 6 seconds.
 MJ0848
 MJ0848.The orthometric height was determined by differential leveling
 MJ0848.and adjusted by the National Geodetic Survey in June 1991..
 MJ0848
 MJ0848.The geoid height was determined by GEOID03.
 MJ0848
 MJ0848.The dynamic height is computed by dividing the NAVD 88
 MJ0848.geopotential number by the normal gravity value computed on the
 MJ0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0848.degrees latitude (g = 980.6199 gals.).
 MJ0848
 MJ0848.The modeled gravity was interpolated from observed gravity values.
 MJ0848
 MJ0848;                    North         East    Units  Estimated Accuracy
 MJ0848;SPC IA S     -   127,120.      304,170.      MT  (+/- 180 meters Scaled)
 MJ0848
 MJ0848                          SUPERSEDED SURVEY CONTROL
 MJ0848
 MJ0848  NGVD 29 (??/??/92)  294.843  (m)          967.33   (f) ADJ UNCH    2 0
 MJ0848
 MJ0848.Superseded values are not recommended for survey control.
 MJ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0848.See file dsdata.txt to determine how the superseded data were derived.
 MJ0848
 MJ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF622560(NAD 83)
 MJ0848_MARKER: DB = BENCH MARK DISK
 MJ0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0848_STAMPING: L 130 1948
 MJ0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0848+STABILITY: SURFACE MOTION
 MJ0848
 MJ0848  HISTORY     - Date     Condition        Report By
 MJ0848  HISTORY     - 1948     MONUMENTED       CGS
 MJ0848
 MJ0848                          STATION DESCRIPTION
 MJ0848
 MJ0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0848'10.3 MI SW FROM COUNCIL BLUFFS.
 MJ0848'9.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0848'FROM THE STATION AT COUNCIL BLUFFS, THENCE 0.8 MILE WEST ALONG A
 MJ0848'GRAVEL ROAD, AT A JUNCTION OF A DIRT ROAD LEADING SOUTH (THE
 MJ0848'JUNCTION IS ABOUT 150.0 FEET WEST OF THE HOME OF W.C. SCHEIDLE),
 MJ0848'126.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST GRAVEL ROAD,
 MJ0848'ABOUT 50.0 FEET SOUTHWEST OF A RED BARN OWNED BY MR. SCHEIDLE,
 MJ0848'14.0 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD LEADING
 MJ0848'SOUTH, 4.0 FEET SOUTH OF A POWER POLE, 2.0 FEET NORTH OF A 4X4
 MJ0848'REFERENCE POST, 1.0 FOOT WEST OF A BARBED WIRE FENCE LINE, SET
 MJ0848'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MJ0848'GROUND.  MARK IS 0.5 MILE NORTH ALONG A DIRT ROAD FROM K 130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0788 ***********************************************************************
 MJ0788  DESIGNATION -  L 131
 MJ0788  PID         -  MJ0788
 MJ0788  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0788  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0788
 MJ0788                         *CURRENT SURVEY CONTROL
 MJ0788  ___________________________________________________________________
 MJ0788* NAD 83(1986)-  41 11 28.     (N)    095 50 27.     (W)     SCALED    
 MJ0788* NAVD 88     -       295.307  (meters)     968.85   (feet)  ADJUSTED  
 MJ0788  ___________________________________________________________________
 MJ0788  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 MJ0788  DYNAMIC HT  -         295.188 (meters)     968.46  (feet)  COMP
 MJ0788  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 MJ0788
 MJ0788  VERT ORDER  -  SECOND    CLASS 0
 MJ0788
 MJ0788.The horizontal coordinates were scaled from a topographic map and have
 MJ0788.an estimated accuracy of +/- 6 seconds.
 MJ0788
 MJ0788.The orthometric height was determined by differential leveling
 MJ0788.and adjusted by the National Geodetic Survey in June 1991..
 MJ0788
 MJ0788.The geoid height was determined by GEOID03.
 MJ0788
 MJ0788.The dynamic height is computed by dividing the NAVD 88
 MJ0788.geopotential number by the normal gravity value computed on the
 MJ0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0788.degrees latitude (g = 980.6199 gals.).
 MJ0788
 MJ0788.The modeled gravity was interpolated from observed gravity values.
 MJ0788
 MJ0788;                    North         East    Units  Estimated Accuracy
 MJ0788;SPC IA S     -   134,910.      303,660.      MT  (+/- 180 meters Scaled)
 MJ0788
 MJ0788                          SUPERSEDED SURVEY CONTROL
 MJ0788
 MJ0788  NGVD 29 (??/??/92)  295.203  (m)          968.51   (f) ADJ UNCH    2 0
 MJ0788
 MJ0788.Superseded values are not recommended for survey control.
 MJ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0788.See file dsdata.txt to determine how the superseded data were derived.
 MJ0788
 MJ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF617638(NAD 83)
 MJ0788_MARKER: DB = BENCH MARK DISK
 MJ0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0788_STAMPING: L 131 1948
 MJ0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0788+STABILITY: SURFACE MOTION
 MJ0788
 MJ0788  HISTORY     - Date     Condition        Report By
 MJ0788  HISTORY     - 1948     MONUMENTED       CGS
 MJ0788  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0788
 MJ0788                          STATION DESCRIPTION
 MJ0788
 MJ0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0788'1.6 MI S FROM MANAWA PARK.
 MJ0788'1.6 MILES SOUTH ALONG A GRAVEL ROAD FOLLOWING THE EAST EDGE OF
 MJ0788'LAKE MANAWA FROM THE MANAWA PARK CHURCH AT MANAWA PARK, AT A
 MJ0788'RIGHT ANGLE TURN IN THE ROAD, 0.4 MILE WEST OF THE BRIDGE OVER
 MJ0788'MOSQUITO CREEK, 36.0 FEET SOUTH OF THE EXTENSION TO THE WEST
 MJ0788'OF THE CENTER LINE OF THE GRAVEL ROAD LEADING EAST, 11.0 FEET
 MJ0788'EAST OF THE CENTER LINE OF THE FARM ROAD LEADING SOUTH, 2.0
 MJ0788'FEET EAST OF THE EXTENSION TO THE SOUTH OF THE CENTER LINE OF
 MJ0788'THE GRAVEL ROAD LEADING NORTH, 1.3 FEET NORTH OF A RIGHT-OF-WAY
 MJ0788'FENCE LINE, 1.5 FEET WEST OF A 4 X 4 REFERENCE POST, SET IN
 MJ0788'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 MJ0788'GROUND.
 MJ0788
 MJ0788                          STATION RECOVERY (1955)
 MJ0788
 MJ0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0776 ***********************************************************************
 MJ0776  DESIGNATION -  L 132
 MJ0776  PID         -  MJ0776
 MJ0776  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0776  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0776
 MJ0776                         *CURRENT SURVEY CONTROL
 MJ0776  ___________________________________________________________________
 MJ0776* NAD 83(1986)-  41 13 57.     (N)    095 51 52.     (W)     SCALED    
 MJ0776* NAVD 88     -       298.352  (meters)     978.84   (feet)  ADJUSTED  
 MJ0776  ___________________________________________________________________
 MJ0776  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 MJ0776  DYNAMIC HT  -         298.230 (meters)     978.44  (feet)  COMP
 MJ0776  MODELED GRAV-     980,208.6   (mgal)                       NAVD 88
 MJ0776
 MJ0776  VERT ORDER  -  SECOND    CLASS 0
 MJ0776
 MJ0776.The horizontal coordinates were scaled from a topographic map and have
 MJ0776.an estimated accuracy of +/- 6 seconds.
 MJ0776
 MJ0776.The orthometric height was determined by differential leveling
 MJ0776.and adjusted by the National Geodetic Survey in June 1991..
 MJ0776
 MJ0776.The geoid height was determined by GEOID03.
 MJ0776
 MJ0776.The dynamic height is computed by dividing the NAVD 88
 MJ0776.geopotential number by the normal gravity value computed on the
 MJ0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0776.degrees latitude (g = 980.6199 gals.).
 MJ0776
 MJ0776.The modeled gravity was interpolated from observed gravity values.
 MJ0776
 MJ0776;                    North         East    Units  Estimated Accuracy
 MJ0776;SPC IA S     -   139,560.      301,800.      MT  (+/- 180 meters Scaled)
 MJ0776
 MJ0776                          SUPERSEDED SURVEY CONTROL
 MJ0776
 MJ0776  NGVD 29 (??/??/92)  298.239  (m)          978.47   (f) ADJ UNCH    2 0
 MJ0776
 MJ0776.Superseded values are not recommended for survey control.
 MJ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0776.See file dsdata.txt to determine how the superseded data were derived.
 MJ0776
 MJ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF599685(NAD 83)
 MJ0776_MARKER: DB = BENCH MARK DISK
 MJ0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0776_STAMPING: L 132 1948
 MJ0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0776+STABILITY: SURFACE MOTION
 MJ0776
 MJ0776  HISTORY     - Date     Condition        Report By
 MJ0776  HISTORY     - 1948     MONUMENTED       CGS
 MJ0776  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0776
 MJ0776                          STATION DESCRIPTION
 MJ0776
 MJ0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0776'AT COUNCIL BLUFFS.
 MJ0776'AT COUNCIL BLUFFS, AT THE 29TH AVENUE CROSSING OVER INDIAN CREEK
 MJ0776'DITCH, 1 BLOCK WEST OF SOUTH 13TH STREET, 96.0 FEET EAST OF THE
 MJ0776'CENTER OF THE EAST END OF THE AVENUE BRIDGE OVER THE DITCH,
 MJ0776'31.0 FEET NORTH OF THE CENTER LINE OF 29TH AVENUE, 18.0 FEET
 MJ0776'EAST OF THE EXTENSION TO THE NORTH OF THE CENTER LINE OF A DIRT
 MJ0776'ROAD LEADING SOUTH ALONG THE EAST SIDE OF THE DITCH, 1.2 FEET
 MJ0776'SOUTH OF A FENCE LINE, 1.2 FEET WEST OF A 4 X 4 REFERENCE POST,
 MJ0776'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 MJ0776'THE GROUND.  NOTE-- MARK IS 1.1 MILES NORTHEAST ALONG A DIRT
 MJ0776'ROAD FOLLOWING THE SOUTHEAST SIDE OF INDIAN CREEK DITCH FROM
 MJ0776'D 132 RESET 1948 AND U.S. HIGHWAY 275.
 MJ0776
 MJ0776                          STATION RECOVERY (1955)
 MJ0776
 MJ0776'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1157 ***********************************************************************
 LF1157  DESIGNATION -  L 133
 LF1157  PID         -  LF1157
 LF1157  STATE/COUNTY-  IA/FREMONT
 LF1157  USGS QUAD   -  MC PAUL (1984)
 LF1157
 LF1157                         *CURRENT SURVEY CONTROL
 LF1157  ___________________________________________________________________
 LF1157* NAD 83(1986)-  40 45 54.     (N)    095 49 58.     (W)     SCALED    
 LF1157* NAVD 88     -       284.627  (meters)     933.81   (feet)  ADJUSTED  
 LF1157  ___________________________________________________________________
 LF1157  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 LF1157  DYNAMIC HT  -         284.483 (meters)     933.34  (feet)  COMP
 LF1157  MODELED GRAV-     980,108.6   (mgal)                       NAVD 88
 LF1157
 LF1157  VERT ORDER  -  SECOND    CLASS 0
 LF1157
 LF1157.The horizontal coordinates were scaled from a topographic map and have
 LF1157.an estimated accuracy of +/- 6 seconds.
 LF1157
 LF1157.The orthometric height was determined by differential leveling
 LF1157.and adjusted by the National Geodetic Survey in June 1991..
 LF1157
 LF1157.The geoid height was determined by GEOID03.
 LF1157
 LF1157.The dynamic height is computed by dividing the NAVD 88
 LF1157.geopotential number by the normal gravity value computed on the
 LF1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1157.degrees latitude (g = 980.6199 gals.).
 LF1157
 LF1157.The modeled gravity was interpolated from observed gravity values.
 LF1157
 LF1157;                    North         East    Units  Estimated Accuracy
 LF1157;SPC IA S     -    87,590.      303,060.      MT  (+/- 180 meters Scaled)
 LF1157
 LF1157                          SUPERSEDED SURVEY CONTROL
 LF1157
 LF1157  NGVD 29 (??/??/92)  284.534  (m)          933.51   (f) ADJ UNCH    2 0
 LF1157
 LF1157.Superseded values are not recommended for survey control.
 LF1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1157.See file dsdata.txt to determine how the superseded data were derived.
 LF1157
 LF1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF609165(NAD 83)
 LF1157_MARKER: DB = BENCH MARK DISK
 LF1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1157_STAMPING: L 133 1948
 LF1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1157+STABILITY: SURFACE MOTION
 LF1157
 LF1157  HISTORY     - Date     Condition        Report By
 LF1157  HISTORY     - 1948     MONUMENTED       CGS
 LF1157
 LF1157                          STATION DESCRIPTION
 LF1157
 LF1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1157'2 MI NW FROM PERCIVAL.
 LF1157'0.5 MILE NORTH ALONG A TAR ROAD FROM THE PERCIVAL SCHOOL AT
 LF1157'PERCIVAL, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.5
 LF1157'MILE NORTH ALONG A DIRT ROAD, IN THE NORTHWEST QUARTER OF A
 LF1157'DIRT ROAD CROSSING, ABOUT 0.1 MILE SOUTH OF THE HOME OF ARNOLD
 LF1157'HANDY, 26.0 FEET NORTH OF THE CENTER LINE OF DYKE ROAD 621
 LF1157'LEADING WEST, 23.5 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 LF1157'ROAD, 1.2 FEET EAST OF A FENCE LINE, 1.2 FEET SOUTH OF A 4 X 4
 LF1157'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF1157'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1181 ***********************************************************************
 LF1181  DESIGNATION -  L 134
 LF1181  PID         -  LF1181
 LF1181  STATE/COUNTY-  IA/FREMONT
 LF1181  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1181
 LF1181                         *CURRENT SURVEY CONTROL
 LF1181  ___________________________________________________________________
 LF1181* NAD 83(1986)-  40 41 22.     (N)    095 50 06.     (W)     SCALED    
 LF1181* NAVD 88     -       281.933  (meters)     924.98   (feet)  ADJUSTED  
 LF1181  ___________________________________________________________________
 LF1181  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LF1181  DYNAMIC HT  -         281.786 (meters)     924.49  (feet)  COMP
 LF1181  MODELED GRAV-     980,094.6   (mgal)                       NAVD 88
 LF1181
 LF1181  VERT ORDER  -  SECOND    CLASS 0
 LF1181
 LF1181.The horizontal coordinates were scaled from a topographic map and have
 LF1181.an estimated accuracy of +/- 6 seconds.
 LF1181
 LF1181.The orthometric height was determined by differential leveling
 LF1181.and adjusted by the National Geodetic Survey in June 1991..
 LF1181
 LF1181.The geoid height was determined by GEOID03.
 LF1181
 LF1181.The dynamic height is computed by dividing the NAVD 88
 LF1181.geopotential number by the normal gravity value computed on the
 LF1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1181.degrees latitude (g = 980.6199 gals.).
 LF1181
 LF1181.The modeled gravity was interpolated from observed gravity values.
 LF1181
 LF1181;                    North         East    Units  Estimated Accuracy
 LF1181;SPC IA S     -    79,210.      302,650.      MT  (+/- 180 meters Scaled)
 LF1181
 LF1181                          SUPERSEDED SURVEY CONTROL
 LF1181
 LF1181  NGVD 29 (??/??/92)  281.830  (m)          924.64   (f) ADJ UNCH    2 0
 LF1181
 LF1181.Superseded values are not recommended for survey control.
 LF1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1181.See file dsdata.txt to determine how the superseded data were derived.
 LF1181
 LF1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF604081(NAD 83)
 LF1181_MARKER: DB = BENCH MARK DISK
 LF1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1181_STAMPING: L 134 1948
 LF1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1181+STABILITY: SURFACE MOTION
 LF1181
 LF1181  HISTORY     - Date     Condition        Report By
 LF1181  HISTORY     - 1948     MONUMENTED       CGS
 LF1181
 LF1181                          STATION DESCRIPTION
 LF1181
 LF1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1181'1 MI NE FROM NEBRASKA CITY.
 LF1181'0.15 MILE EAST ALONG IOWA STATE HIGHWAY 2 FROM THE EAST END OF
 LF1181'THE NEBRASKA CITY BRIDGE AT NEBRASKA CITY, NEBRASKA, THENCE 0.8
 LF1181'MILE NORTH ALONG A DIRT ROAD KNOWN AS THE RICKETTS SCHOOL
 LF1181'ROAD, IN THE FRONT YARD OF AN ABANDONED FARM HOME, 101.7 FEET
 LF1181'WEST OF THE SOUTHWEST CORNER OF THE ABANDONED FARM HOME, 99.0
 LF1181'FEET SOUTH OF THE CENTER LINE OF THE DRIVE LEADING TO THE
 LF1181'ABANDONED FARM HOME, 24.5 FEET SOUTH OF THE EXTENSION TO THE
 LF1181'WEST OF THE SOUTH FACE OF THE FARM HOME, 23.0 FEET EAST OF THE
 LF1181'CENTER LINE OF THE NORTH-SOUTH DIRT ROAD, 12.3 FEET NORTH
 LF1181'NORTHWEST OF A 16-INCH ELM TREE, 1.5 FEET SOUTH OF A 4 X 4
 LF1181'REFERENCE POST, 0.6 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE,
 LF1181'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 LF1181'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0553 ***********************************************************************
 MJ0553  DESIGNATION -  L 135
 MJ0553  PID         -  MJ0553
 MJ0553  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0553  USGS QUAD   -  MC CLELLAND (1994)
 MJ0553
 MJ0553                         *CURRENT SURVEY CONTROL
 MJ0553  ___________________________________________________________________
 MJ0553* NAD 83(1986)-  41 19 49.     (N)    095 44 55.     (W)     SCALED    
 MJ0553* NAVD 88     -       316.264  (meters)    1037.61   (feet)  ADJUSTED  
 MJ0553  ___________________________________________________________________
 MJ0553  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 MJ0553  DYNAMIC HT  -         316.133 (meters)    1037.18  (feet)  COMP
 MJ0553  MODELED GRAV-     980,199.3   (mgal)                       NAVD 88
 MJ0553
 MJ0553  VERT ORDER  -  FIRST     CLASS II
 MJ0553
 MJ0553.The horizontal coordinates were scaled from a topographic map and have
 MJ0553.an estimated accuracy of +/- 6 seconds.
 MJ0553
 MJ0553.The orthometric height was determined by differential leveling
 MJ0553.and adjusted by the National Geodetic Survey in June 1991..
 MJ0553
 MJ0553.The geoid height was determined by GEOID03.
 MJ0553
 MJ0553.The dynamic height is computed by dividing the NAVD 88
 MJ0553.geopotential number by the normal gravity value computed on the
 MJ0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0553.degrees latitude (g = 980.6199 gals.).
 MJ0553
 MJ0553.The modeled gravity was interpolated from observed gravity values.
 MJ0553
 MJ0553;                    North         East    Units  Estimated Accuracy
 MJ0553;SPC IA S     -   150,160.      311,790.      MT  (+/- 180 meters Scaled)
 MJ0553
 MJ0553                          SUPERSEDED SURVEY CONTROL
 MJ0553
 MJ0553  NGVD 29 (??/??/92)  316.151  (m)         1037.24   (f) ADJ UNCH    1 2
 MJ0553
 MJ0553.Superseded values are not recommended for survey control.
 MJ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0553.See file dsdata.txt to determine how the superseded data were derived.
 MJ0553
 MJ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF699790(NAD 83)
 MJ0553_MARKER: DB = BENCH MARK DISK
 MJ0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0553_SP_SET: BRIDGE ABUTMENT
 MJ0553_STAMPING: L 135 1948
 MJ0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0553
 MJ0553  HISTORY     - Date     Condition        Report By
 MJ0553  HISTORY     - 1948     MONUMENTED       CGS
 MJ0553
 MJ0553                          STATION DESCRIPTION
 MJ0553
 MJ0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0553'0.8 MI SW FROM WESTON.
 MJ0553'0.8 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0553'RAILROAD FROM THE STATION AT WESTON, SET IN THE TOP OF THE
 MJ0553'NORTHWEST WINGWALL OF THE SOUTHWEST CONCRETE ABUTMENT OF A LARGE
 MJ0553'STEEL RAILROAD BRIDGE NO. 489.1 OVER A LARGE STREAM, 9.6 FEET
 MJ0553'NORTHWEST OF THE NORTHWEST RAIL, 1.5 FEET NORTHEAST OF THE
 MJ0553'SOUTHWEST END OF THE WINGWALL, 1.0 FOOT BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0218 ***********************************************************************
 MK0218  DESIGNATION -  L 136
 MK0218  PID         -  MK0218
 MK0218  STATE/COUNTY-  IA/HARRISON
 MK0218  USGS QUAD   -  MODALE (1970)
 MK0218
 MK0218                         *CURRENT SURVEY CONTROL
 MK0218  ___________________________________________________________________
 MK0218* NAD 83(1986)-  41 33 43.     (N)    096 02 49.     (W)     SCALED    
 MK0218* NAVD 88     -       307.923  (meters)    1010.24   (feet)  ADJUSTED  
 MK0218  ___________________________________________________________________
 MK0218  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 MK0218  DYNAMIC HT  -         307.783 (meters)    1009.78  (feet)  COMP
 MK0218  MODELED GRAV-     980,161.6   (mgal)                       NAVD 88
 MK0218
 MK0218  VERT ORDER  -  SECOND    CLASS 0
 MK0218
 MK0218.The horizontal coordinates were scaled from a topographic map and have
 MK0218.an estimated accuracy of +/- 6 seconds.
 MK0218
 MK0218.The orthometric height was determined by differential leveling
 MK0218.and adjusted by the National Geodetic Survey in June 1991..
 MK0218
 MK0218.The geoid height was determined by GEOID03.
 MK0218
 MK0218.The dynamic height is computed by dividing the NAVD 88
 MK0218.geopotential number by the normal gravity value computed on the
 MK0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0218.degrees latitude (g = 980.6199 gals.).
 MK0218
 MK0218.The modeled gravity was interpolated from observed gravity values.
 MK0218
 MK0218;                    North         East    Units  Estimated Accuracy
 MK0218;SPC IA S     -   176,570.      287,580.      MT  (+/- 180 meters Scaled)
 MK0218
 MK0218                          SUPERSEDED SURVEY CONTROL
 MK0218
 MK0218  NGVD 29 (??/??/92)  307.780  (m)         1009.77   (f) ADJ UNCH    2 0
 MK0218
 MK0218.Superseded values are not recommended for survey control.
 MK0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0218.See file dsdata.txt to determine how the superseded data were derived.
 MK0218
 MK0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM462053(NAD 83)
 MK0218_MARKER: DB = BENCH MARK DISK
 MK0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0218_STAMPING: L 136 1948
 MK0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0218+STABILITY: SURFACE MOTION
 MK0218
 MK0218  HISTORY     - Date     Condition        Report By
 MK0218  HISTORY     - 1948     MONUMENTED       CGS
 MK0218  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0218
 MK0218                          STATION DESCRIPTION
 MK0218
 MK0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0218'3.3 MI NW FROM CALIFORNIA JUNCTION.
 MK0218'2.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0218'THE STATION AT CALIFORNIA JUNCTION, THENCE 0.2 MILE NORTH ALONG
 MK0218'A DIRT ROAD, THENCE 0.3 MILE NORTHWEST ALONG A WOODS ROAD, AT
 MK0218'THE END OF THE WOODS ROAD, BETWEEN TWO LARGE ELM TREES, 25.4
 MK0218'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL SHED, 17.8
 MK0218'FEET WEST-SOUTHWEST OF THE WEST GATE POST OF AN EAST-WEST FENCE,
 MK0218'10.0 FEET NORTH OF A 30-INCH ELM TREE WITH A TRIANGULAR BLAZE
 MK0218'ON THE EAST SIDE OF TREE, 1.4 FEET SOUTH OF A REFERENCE POST,
 MK0218'SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 MK0218'GROUND.  NOTE-- AREA IS NOW A CULTIVATED FIELD.
 MK0218
 MK0218                          STATION RECOVERY (1970)
 MK0218
 MK0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0448 ***********************************************************************
 MK0448  DESIGNATION -  L 137
 MK0448  PID         -  MK0448
 MK0448  STATE/COUNTY-  IA/HARRISON
 MK0448  USGS QUAD   -  MODALE (1970)
 MK0448
 MK0448                         *CURRENT SURVEY CONTROL
 MK0448  ___________________________________________________________________
 MK0448* NAD 83(1986)-  41 33 05.     (N)    096 03 28.     (W)     SCALED    
 MK0448* NAVD 88     -       305.092  (meters)    1000.96   (feet)  ADJUSTED  
 MK0448  ___________________________________________________________________
 MK0448  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 MK0448  DYNAMIC HT  -         304.953 (meters)    1000.50  (feet)  COMP
 MK0448  MODELED GRAV-     980,158.2   (mgal)                       NAVD 88
 MK0448
 MK0448  VERT ORDER  -  SECOND    CLASS 0
 MK0448
 MK0448.The horizontal coordinates were scaled from a topographic map and have
 MK0448.an estimated accuracy of +/- 6 seconds.
 MK0448
 MK0448.The orthometric height was determined by differential leveling
 MK0448.and adjusted by the National Geodetic Survey in June 1991..
 MK0448
 MK0448.The geoid height was determined by GEOID03.
 MK0448
 MK0448.The dynamic height is computed by dividing the NAVD 88
 MK0448.geopotential number by the normal gravity value computed on the
 MK0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0448.degrees latitude (g = 980.6199 gals.).
 MK0448
 MK0448.The modeled gravity was interpolated from observed gravity values.
 MK0448
 MK0448;                    North         East    Units  Estimated Accuracy
 MK0448;SPC IA S     -   175,420.      286,640.      MT  (+/- 180 meters Scaled)
 MK0448
 MK0448                          SUPERSEDED SURVEY CONTROL
 MK0448
 MK0448  NGVD 29 (??/??/92)  304.950  (m)         1000.49   (f) ADJ UNCH    2 0
 MK0448
 MK0448.Superseded values are not recommended for survey control.
 MK0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0448.See file dsdata.txt to determine how the superseded data were derived.
 MK0448
 MK0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM453041(NAD 83)
 MK0448_MARKER: DB = BENCH MARK DISK
 MK0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0448_STAMPING: L 137 1948
 MK0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0448+STABILITY: SURFACE MOTION
 MK0448
 MK0448  HISTORY     - Date     Condition        Report By
 MK0448  HISTORY     - 1948     MONUMENTED       CGS
 MK0448  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0448
 MK0448                          STATION DESCRIPTION
 MK0448
 MK0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0448'3.6 MI SW FROM CALIFORNIA JUNCTION.
 MK0448'0.5 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE STATION AT
 MK0448'CALIFORNIA JUNCTION, THENCE 3.1 MILES WEST ALONG U.S. HIGHWAY NO.
 MK0448'30, AT A T ROAD LEADING SOUTH, 129.0 FEET SOUTH OF THE CENTER LINE
 MK0448'OF THE HIGHWAY, 22.0 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 MK0448'SOUTH, 6.0 FEET SOUTH OF THE MOST EASTERLY ONE OF TWO POWER LINE
 MK0448'POLES, 1.0 FOOT WEST OF A FENCE, 2.1 FEET NORTH OF A REFERENCE
 MK0448'POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 MK0448'GROUND.
 MK0448
 MK0448                          STATION RECOVERY (1970)
 MK0448
 MK0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0723 ***********************************************************************
 MJ0723  DESIGNATION -  L 138
 MJ0723  PID         -  MJ0723
 MJ0723  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0723  USGS QUAD   -  LOVELAND (1994)
 MJ0723
 MJ0723                         *CURRENT SURVEY CONTROL
 MJ0723  ___________________________________________________________________
 MJ0723* NAD 83(1986)-  41 24 40.     (N)    095 55 04.     (W)     SCALED    
 MJ0723* NAVD 88     -       302.058  (meters)     991.00   (feet)  ADJUSTED  
 MJ0723  ___________________________________________________________________
 MJ0723  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 MJ0723  DYNAMIC HT  -         301.922 (meters)     990.56  (feet)  COMP
 MJ0723  MODELED GRAV-     980,163.9   (mgal)                       NAVD 88
 MJ0723
 MJ0723  VERT ORDER  -  SECOND    CLASS 0
 MJ0723
 MJ0723.The horizontal coordinates were scaled from a topographic map and have
 MJ0723.an estimated accuracy of +/- 6 seconds.
 MJ0723
 MJ0723.The orthometric height was determined by differential leveling
 MJ0723.and adjusted by the National Geodetic Survey in June 1991..
 MJ0723
 MJ0723.The geoid height was determined by GEOID03.
 MJ0723
 MJ0723.The dynamic height is computed by dividing the NAVD 88
 MJ0723.geopotential number by the normal gravity value computed on the
 MJ0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0723.degrees latitude (g = 980.6199 gals.).
 MJ0723
 MJ0723.The modeled gravity was interpolated from observed gravity values.
 MJ0723
 MJ0723;                    North         East    Units  Estimated Accuracy
 MJ0723;SPC IA S     -   159,510.      297,880.      MT  (+/- 180 meters Scaled)
 MJ0723
 MJ0723                          SUPERSEDED SURVEY CONTROL
 MJ0723
 MJ0723  NGVD 29 (??/??/92)  301.925  (m)          990.57   (f) ADJ UNCH    2 0
 MJ0723
 MJ0723.Superseded values are not recommended for survey control.
 MJ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0723.See file dsdata.txt to determine how the superseded data were derived.
 MJ0723
 MJ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF561885(NAD 83)
 MJ0723_MARKER: DB = BENCH MARK DISK
 MJ0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0723_STAMPING: L 138 1948
 MJ0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0723+STABILITY: SURFACE MOTION
 MJ0723
 MJ0723  HISTORY     - Date     Condition        Report By
 MJ0723  HISTORY     - 1948     MONUMENTED       CGS
 MJ0723  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0723
 MJ0723                          STATION DESCRIPTION
 MJ0723
 MJ0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0723'5.8 MI NW FROM CRESCENT.
 MJ0723'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0723'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.6
 MJ0723'MILES NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 MJ0723'DIRT ROAD, THENCE 1.9 MILES NORTH ALONG A DIRT ROAD, AT THE SUMMIT
 MJ0723'OF A SMALL HILL, 0.3 MILE NORTH OF AN ABANDONED FARMHOUSE ON THE
 MJ0723'WEST SIDE OF THE ROAD, 20.0 FEET EAST OF THE CENTER LINE OF THE
 MJ0723'ROAD, 0.7 FOOT WEST OF A FENCE, 1.7 FEET NORTH OF A REFERENCE
 MJ0723'POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MJ0723'GROUND.
 MJ0723
 MJ0723                          STATION RECOVERY (1955)
 MJ0723
 MJ0723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0772 ***********************************************************************
 MJ0772  DESIGNATION -  L 139
 MJ0772  PID         -  MJ0772
 MJ0772  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0772  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0772
 MJ0772                         *CURRENT SURVEY CONTROL
 MJ0772  ___________________________________________________________________
 MJ0772* NAD 83(1986)-  41 15 36.     (N)    095 55 04.     (W)     SCALED    
 MJ0772* NAVD 88     -       300.923  (meters)     987.28   (feet)  ADJUSTED  
 MJ0772  ___________________________________________________________________
 MJ0772  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 MJ0772  DYNAMIC HT  -         300.798 (meters)     986.87  (feet)  COMP
 MJ0772  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 MJ0772
 MJ0772  VERT ORDER  -  SECOND    CLASS 0
 MJ0772
 MJ0772.The horizontal coordinates were scaled from a topographic map and have
 MJ0772.an estimated accuracy of +/- 6 seconds.
 MJ0772
 MJ0772.The orthometric height was determined by differential leveling
 MJ0772.and adjusted by the National Geodetic Survey in June 1991..
 MJ0772
 MJ0772.The geoid height was determined by GEOID03.
 MJ0772
 MJ0772.The dynamic height is computed by dividing the NAVD 88
 MJ0772.geopotential number by the normal gravity value computed on the
 MJ0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0772.degrees latitude (g = 980.6199 gals.).
 MJ0772
 MJ0772.The modeled gravity was interpolated from observed gravity values.
 MJ0772
 MJ0772;                    North         East    Units  Estimated Accuracy
 MJ0772;SPC IA S     -   142,740.      297,420.      MT  (+/- 180 meters Scaled)
 MJ0772
 MJ0772                          SUPERSEDED SURVEY CONTROL
 MJ0772
 MJ0772  NGVD 29 (??/??/92)  300.805  (m)          986.89   (f) ADJ UNCH    2 0
 MJ0772
 MJ0772.Superseded values are not recommended for survey control.
 MJ0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0772.See file dsdata.txt to determine how the superseded data were derived.
 MJ0772
 MJ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF555717(NAD 83)
 MJ0772_MARKER: DB = BENCH MARK DISK
 MJ0772_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0772_SP_SET: BRIDGE ABUTMENT
 MJ0772_STAMPING: L 139 1948
 MJ0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0772
 MJ0772  HISTORY     - Date     Condition        Report By
 MJ0772  HISTORY     - 1948     MONUMENTED       CGS
 MJ0772  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0772
 MJ0772                          STATION DESCRIPTION
 MJ0772
 MJ0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0772'AT COUNCIL BLUFFS.
 MJ0772'AT COUNCIL BLUFFS, 0.7 MILE NORTH ALONG A DIKE ROAD FROM THE
 MJ0772'EAST END OF THE UNION PACIFIC RAILROAD BRIDGE OVER THE MISSOURI
 MJ0772'RIVER, SET VERTICALLY IN THE WEST FACE OF THE EAST ABUTMENT
 MJ0772'OF THE STEEL HIGHWAY BRIDGE OF HIGHWAYS NO. U.S. 30 A, 6, AND
 MJ0772'75, IN LINE WITH THE CENTER ROW OF STEEL PIERS, 27.6 FEET
 MJ0772'NORTHEAST OF THE MOST EASTERLY PIER OF THE SOUTH ROW OF PIERS,
 MJ0772'27.3 FEET SOUTHEAST OF THE MOST EASTERLY PIER OF THE NORTH
 MJ0772'ROW OF PIERS, 2.2 FEET ABOVE THE ROAD.
 MJ0772
 MJ0772                          STATION RECOVERY (1955)
 MJ0772
 MJ0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0571 ***********************************************************************
 NM0571  DESIGNATION -  L 140 RESET
 NM0571  PID         -  NM0571
 NM0571  STATE/COUNTY-  IA/MONONA
 NM0571  USGS QUAD   -  ONAWA SW (1969)
 NM0571
 NM0571                         *CURRENT SURVEY CONTROL
 NM0571  ___________________________________________________________________
 NM0571* NAD 83(1986)-  42 01 26.     (N)    096 07 45.     (W)     SCALED    
 NM0571* NAVD 88     -       319.80   (meters)    1049.2    (feet)  RESET     
 NM0571  ___________________________________________________________________
 NM0571  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 NM0571
 NM0571  VERT ORDER  -  THIRD
 NM0571
 NM0571.The horizontal coordinates were scaled from a topographic map and have
 NM0571.an estimated accuracy of +/- 6 seconds.
 NM0571
 NM0571.The orthometric height was computed from unverified reset data.
 NM0571
 NM0571.The geoid height was determined by GEOID03.
 NM0571
 NM0571;                    North         East    Units  Estimated Accuracy
 NM0571;SPC IA N     - 1,061,580.    1,282,290.      MT  (+/- 180 meters Scaled)
 NM0571
 NM0571                          SUPERSEDED SURVEY CONTROL
 NM0571
 NM0571  NGVD 29 (??/??/??)  319.65   (m)         1048.7    (f) RESET       3  
 NM0571
 NM0571.Superseded values are not recommended for survey control.
 NM0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0571.See file dsdata.txt to determine how the superseded data were derived.
 NM0571
 NM0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM376564(NAD 83)
 NM0571_MARKER: DB = BENCH MARK DISK
 NM0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0571_STAMPING: L 140 RESET 1959
 NM0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0571+STABILITY: SURFACE MOTION
 NM0571
 NM0571  HISTORY     - Date     Condition        Report By
 NM0571  HISTORY     - 1959     MONUMENTED       IAHD
 NM0571
 NM0571                          STATION DESCRIPTION
 NM0571
 NM0571'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1959
 NM0571'1.8 MI W FROM ONAWA.
 NM0571'1.8 MILES WEST ALONG STATE HIGHWAY 175 FROM THE POST OFFICE AT
 NM0571'ONAWA, MONONA COUNTY, 1,118 FEET SOUTH OF THE CENTERLINE OF THE
 NM0571'HIGHWAY, 44.5 FEET EAST OF CENTERLINE OF SOUTHEAST RAMP OF
 NM0571'ONAWA INTERCHANGE OF I-29, 9 FEET WEST OF CORNER FENCE POST AND
 NM0571'2 FEET NORTH OF A WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 NM0571'L 140 (RESET) 1959 AND SET IN THE TOP OF A CONCRETE POST
 NM0571'PROJECTING 0.2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0304 ***********************************************************************
 NM0304  DESIGNATION -  L 141
 NM0304  PID         -  NM0304
 NM0304  STATE/COUNTY-  IA/MONONA
 NM0304  USGS QUAD   -  ONAWA SW (1969)
 NM0304
 NM0304                         *CURRENT SURVEY CONTROL
 NM0304  ___________________________________________________________________
 NM0304* NAD 83(1986)-  42 05 59.     (N)    096 13 56.     (W)     SCALED    
 NM0304* NAVD 88     -       325.432  (meters)    1067.69   (feet)  ADJUSTED  
 NM0304  ___________________________________________________________________
 NM0304  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 NM0304  DYNAMIC HT  -         325.319 (meters)    1067.32  (feet)  COMP
 NM0304  MODELED GRAV-     980,264.5   (mgal)                       NAVD 88
 NM0304
 NM0304  VERT ORDER  -  SECOND    CLASS 0
 NM0304
 NM0304.The horizontal coordinates were scaled from a topographic map and have
 NM0304.an estimated accuracy of +/- 6 seconds.
 NM0304
 NM0304.The orthometric height was determined by differential leveling
 NM0304.and adjusted by the National Geodetic Survey in June 1991..
 NM0304
 NM0304.The geoid height was determined by GEOID03.
 NM0304
 NM0304.The dynamic height is computed by dividing the NAVD 88
 NM0304.geopotential number by the normal gravity value computed on the
 NM0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0304.degrees latitude (g = 980.6199 gals.).
 NM0304
 NM0304.The modeled gravity was interpolated from observed gravity values.
 NM0304
 NM0304;                    North         East    Units  Estimated Accuracy
 NM0304;SPC IA N     - 1,070,270.    1,274,030.      MT  (+/- 180 meters Scaled)
 NM0304
 NM0304                          SUPERSEDED SURVEY CONTROL
 NM0304
 NM0304  NGVD 29 (??/??/92)  325.292  (m)         1067.23   (f) ADJ UNCH    2 0
 NM0304
 NM0304.Superseded values are not recommended for survey control.
 NM0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0304.See file dsdata.txt to determine how the superseded data were derived.
 NM0304
 NM0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM288645(NAD 83)
 NM0304_MARKER: DB = BENCH MARK DISK
 NM0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0304_STAMPING: L 141 1948
 NM0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0304+STABILITY: SURFACE MOTION
 NM0304
 NM0304  HISTORY     - Date     Condition        Report By
 NM0304  HISTORY     - 1948     MONUMENTED       CGS
 NM0304
 NM0304                          STATION DESCRIPTION
 NM0304
 NM0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0304'7.7 MI SW FROM WHITING.
 NM0304'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0304'FROM THE STATION AT WHITING, THENCE 5.3 MILES WEST ALONG A DIRT
 NM0304'ROAD, AT A FARMHOUSE, ABOUT 110.0 FEET EAST OF THE CENTER LINE
 NM0304'OF A NORTH-SOUTH ROAD, 72.0 FEET SOUTH OF THE SOUTHEAST CORNER
 NM0304'OF THE FARMHOUSE, 38.0 FEET NORTH OF THE CENTER LINE OF THE
 NM0304'EAST-WEST ROAD, 22.0 FEET WEST OF THE CENTER LINE OF A PRIVATE
 NM0304'ROAD, 3.6 FEET NORTH OF A CORNER FENCE POST, 1.4 FEET EAST OF A
 NM0304'FENCE, 1.4 FEET SOUTH OF A REFERENCE POST, SET IN TOP OF A
 NM0304'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0238 ***********************************************************************
 NM0238  DESIGNATION -  L 142
 NM0238  PID         -  NM0238
 NM0238  STATE/COUNTY-  IA/WOODBURY
 NM0238  USGS QUAD   -  SALIX (1976)
 NM0238
 NM0238                         *CURRENT SURVEY CONTROL
 NM0238  ___________________________________________________________________
 NM0238* NAD 83(1986)-  42 21 01.     (N)    096 21 01.     (W)     SCALED    
 NM0238* NAVD 88     -       331.952  (meters)    1089.08   (feet)  ADJUSTED  
 NM0238  ___________________________________________________________________
 NM0238  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 NM0238  DYNAMIC HT  -         331.846 (meters)    1088.73  (feet)  COMP
 NM0238  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 NM0238
 NM0238  VERT ORDER  -  SECOND    CLASS 0
 NM0238
 NM0238.The horizontal coordinates were scaled from a topographic map and have
 NM0238.an estimated accuracy of +/- 6 seconds.
 NM0238
 NM0238.The orthometric height was determined by differential leveling
 NM0238.and adjusted by the National Geodetic Survey in June 1991..
 NM0238
 NM0238.The geoid height was determined by GEOID03.
 NM0238
 NM0238.The dynamic height is computed by dividing the NAVD 88
 NM0238.geopotential number by the normal gravity value computed on the
 NM0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0238.degrees latitude (g = 980.6199 gals.).
 NM0238
 NM0238.The modeled gravity was interpolated from observed gravity values.
 NM0238
 NM0238;                    North         East    Units  Estimated Accuracy
 NM0238;SPC IA N     - 1,098,400.    1,265,210.      MT  (+/- 180 meters Scaled)
 NM0238
 NM0238                          SUPERSEDED SURVEY CONTROL
 NM0238
 NM0238  NGVD 29 (??/??/92)  331.797  (m)         1088.57   (f) ADJ UNCH    2 0
 NM0238
 NM0238.Superseded values are not recommended for survey control.
 NM0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0238.See file dsdata.txt to determine how the superseded data were derived.
 NM0238
 NM0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM182920(NAD 83)
 NM0238_MARKER: DB = BENCH MARK DISK
 NM0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0238_STAMPING: L 142 1948
 NM0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0238+STABILITY: SURFACE MOTION
 NM0238
 NM0238  HISTORY     - Date     Condition        Report By
 NM0238  HISTORY     - 1948     MONUMENTED       CGS
 NM0238
 NM0238                          STATION DESCRIPTION
 NM0238
 NM0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0238'5.1 MI S FROM SERGEANT BLUFF.
 NM0238'2.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0238'FROM THE STATION AT SERGEANT BLUFF, THENCE 1.1 MILES WEST ALONG
 NM0238'A GRAVEL ROAD, THENCE 1.1 MILES SOUTH ALONG A GRAVEL ROAD, AT A
 NM0238'FARMHOUSE, 45.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 12.0
 NM0238'FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST TO A
 NM0238'FARMHOUSE, 10.2 FEET WEST OF A CORNER FENCE POST, 1.2 FEET NORTH
 NM0238'OF THE NORTH FENCE AROUND A BARN LOT, 1.6 FEET EAST OF A REFERENCE
 NM0238'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 NM0238'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0267 ***********************************************************************
 MK0267  DESIGNATION -  L 143
 MK0267  PID         -  MK0267
 MK0267  STATE/COUNTY-  IA/HARRISON
 MK0267  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0267
 MK0267                         *CURRENT SURVEY CONTROL
 MK0267  ___________________________________________________________________
 MK0267* NAD 83(1986)-  41 45 46.     (N)    096 03 32.     (W)     SCALED    
 MK0267* NAVD 88     -       313.099  (meters)    1027.23   (feet)  ADJUSTED  
 MK0267  ___________________________________________________________________
 MK0267  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 MK0267  DYNAMIC HT  -         312.971 (meters)    1026.81  (feet)  COMP
 MK0267  MODELED GRAV-     980,207.0   (mgal)                       NAVD 88
 MK0267
 MK0267  VERT ORDER  -  SECOND    CLASS 0
 MK0267
 MK0267.The horizontal coordinates were scaled from a topographic map and have
 MK0267.an estimated accuracy of +/- 6 seconds.
 MK0267
 MK0267.The orthometric height was determined by differential leveling
 MK0267.and adjusted by the National Geodetic Survey in June 1991..
 MK0267
 MK0267.The geoid height was determined by GEOID03.
 MK0267
 MK0267.The dynamic height is computed by dividing the NAVD 88
 MK0267.geopotential number by the normal gravity value computed on the
 MK0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0267.degrees latitude (g = 980.6199 gals.).
 MK0267
 MK0267.The modeled gravity was interpolated from observed gravity values.
 MK0267
 MK0267;                    North         East    Units  Estimated Accuracy
 MK0267;SPC IA S     -   198,890.      287,240.      MT  (+/- 180 meters Scaled)
 MK0267
 MK0267                          SUPERSEDED SURVEY CONTROL
 MK0267
 MK0267  NGVD 29 (??/??/92)  312.953  (m)         1026.75   (f) ADJ UNCH    2 0
 MK0267
 MK0267.Superseded values are not recommended for survey control.
 MK0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0267.See file dsdata.txt to determine how the superseded data were derived.
 MK0267
 MK0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM444276(NAD 83)
 MK0267_MARKER: DB = BENCH MARK DISK
 MK0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0267_STAMPING: L 143 1948
 MK0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0267+STABILITY: SURFACE MOTION
 MK0267
 MK0267  HISTORY     - Date     Condition        Report By
 MK0267  HISTORY     - 1948     MONUMENTED       CGS
 MK0267  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0267
 MK0267                          STATION DESCRIPTION
 MK0267
 MK0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0267'4 MI SE FROM RIVER SIOUX.
 MK0267'2.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0267'FROM THE STATION AT RIVER SIOUX, THENCE 1.1 MILES WEST ALONG A
 MK0267'DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, 0.6 MILE
 MK0267'NORTH ALONG A DIRT ROAD FROM BENCH MARK K 143 1948, 117.0 FEET
 MK0267'NORTH OF THE CENTER LINE OF A SIDE ROAD LEADING WEST, 33.0 FEET
 MK0267'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 31.0 FEET NORTH
 MK0267'OF THE CENTER LINE OF A PRIVATE ROAD, 0.9 FOOT WEST OF A FENCE,
 MK0267'1.8 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MK0267'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MK0267
 MK0267                          STATION RECOVERY (1974)
 MK0267
 MK0267'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0184 ***********************************************************************
 MK0184  DESIGNATION -  L 144
 MK0184  PID         -  MK0184
 MK0184  STATE/COUNTY-  IA/MONONA
 MK0184  USGS QUAD   -  BLENCOE (1970)
 MK0184
 MK0184                         *CURRENT SURVEY CONTROL
 MK0184  ___________________________________________________________________
 MK0184* NAD 83(1986)-  41 53 43.     (N)    096 07 24.     (W)     SCALED    
 MK0184* NAVD 88     -       316.996  (meters)    1040.01   (feet)  ADJUSTED  
 MK0184  ___________________________________________________________________
 MK0184  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 MK0184  DYNAMIC HT  -         316.877 (meters)    1039.62  (feet)  COMP
 MK0184  MODELED GRAV-     980,236.9   (mgal)                       NAVD 88
 MK0184
 MK0184  VERT ORDER  -  SECOND    CLASS 0
 MK0184
 MK0184.The horizontal coordinates were scaled from a topographic map and have
 MK0184.an estimated accuracy of +/- 6 seconds.
 MK0184
 MK0184.The orthometric height was determined by differential leveling
 MK0184.and adjusted by the National Geodetic Survey in June 1991..
 MK0184
 MK0184.The geoid height was determined by GEOID03.
 MK0184
 MK0184.The dynamic height is computed by dividing the NAVD 88
 MK0184.geopotential number by the normal gravity value computed on the
 MK0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0184.degrees latitude (g = 980.6199 gals.).
 MK0184
 MK0184.The modeled gravity was interpolated from observed gravity values.
 MK0184
 MK0184;                    North         East    Units  Estimated Accuracy
 MK0184;SPC IA N     - 1,047,280.    1,282,330.      MT  (+/- 180 meters Scaled)
 MK0184
 MK0184                          SUPERSEDED SURVEY CONTROL
 MK0184
 MK0184  NGVD 29 (??/??/92)  316.85   (m)         1039.5    (f) COMPUTED    2 0
 MK0184
 MK0184.Superseded values are not recommended for survey control.
 MK0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0184.See file dsdata.txt to determine how the superseded data were derived.
 MK0184
 MK0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM386421(NAD 83)
 MK0184_MARKER: DB = BENCH MARK DISK
 MK0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0184_STAMPING: L 144 1948
 MK0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0184+STABILITY: SURFACE MOTION
 MK0184
 MK0184  HISTORY     - Date     Condition        Report By
 MK0184  HISTORY     - 1948     MONUMENTED       CGS
 MK0184  HISTORY     - 1974     GOOD             LOCSUR
 MK0184
 MK0184                          STATION DESCRIPTION
 MK0184
 MK0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0184'5.6 MI SW FROM BLENCOE.
 MK0184'0.5 MILE SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION
 MK0184'OF NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.0
 MK0184'MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A
 MK0184'DIRT ROAD, THENCE 1.5 MILES WEST ALONG A DIRT ROAD, THENCE
 MK0184'1.4 MILES SOUTH ALONG A DIRT ROAD, 0.7 MILE EAST ALONG A DIRT
 MK0184'ROAD, AT A T ROAD, 122.0 FEET WEST OF THE CENTER LINE OF THE
 MK0184'NORTH-SOUTH ROAD, 83.0 FEET NORTHWEST OF THE NORTHWEST CORNER
 MK0184'OF A FARMHOUSE, 22.0 FEET SOUTH OF THE CENTER LINE OF THE
 MK0184'ROAD LEADING WEST, BETWEEN TWO 16-INCH WALNUT TREES, 1.4 FEET
 MK0184'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MK0184'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MK0184
 MK0184                          STATION RECOVERY (1974)
 MK0184
 MK0184'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0185 ***********************************************************************
 MK0185  DESIGNATION -  L 144 RESET
 MK0185  PID         -  MK0185
 MK0185  STATE/COUNTY-  IA/MONONA
 MK0185  USGS QUAD   -  BLENCOE (1970)
 MK0185
 MK0185                         *CURRENT SURVEY CONTROL
 MK0185  ___________________________________________________________________
 MK0185* NAD 83(1986)-  41 53 42.     (N)    096 07 25.     (W)     SCALED    
 MK0185* NAVD 88     -       316.77   (meters)    1039.3    (feet)  RESET     
 MK0185  ___________________________________________________________________
 MK0185  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 MK0185
 MK0185  VERT ORDER  -  THIRD
 MK0185
 MK0185.The horizontal coordinates were scaled from a topographic map and have
 MK0185.an estimated accuracy of +/- 6 seconds.
 MK0185
 MK0185.The orthometric height was computed from unverified reset data.
 MK0185
 MK0185.The geoid height was determined by GEOID03.
 MK0185
 MK0185;                    North         East    Units  Estimated Accuracy
 MK0185;SPC IA N     - 1,047,250.    1,282,300.      MT  (+/- 180 meters Scaled)
 MK0185
 MK0185                          SUPERSEDED SURVEY CONTROL
 MK0185
 MK0185  NGVD 29 (??/??/??)  316.62   (m)         1038.8    (f) RESET       3  
 MK0185
 MK0185.Superseded values are not recommended for survey control.
 MK0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0185.See file dsdata.txt to determine how the superseded data were derived.
 MK0185
 MK0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM386421(NAD 83)
 MK0185_MARKER: DB = BENCH MARK DISK
 MK0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0185_STAMPING: L 144 1948 RESET 1950
 MK0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0185+STABILITY: SURFACE MOTION
 MK0185
 MK0185  HISTORY     - Date     Condition        Report By
 MK0185  HISTORY     - 1950     MONUMENTED       DOD
 MK0185  HISTORY     - 1953     GOOD             NGS
 MK0185  HISTORY     - 1974     GOOD             LOCSUR
 MK0185
 MK0185                          STATION DESCRIPTION
 MK0185
 MK0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MK0185'5.6 MI SW FROM BLENCOE.
 MK0185'0.5 MILE SOUTH ALONG U.S. HIGHWAY 75 FROM THE JUNCTION OF
 MK0185'STATE HIGHWAY 366 AT BLENCOE, MONONA COUNTY, THENCE 1.0 MILE WEST
 MK0185'ALONG DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE
 MK0185'1.4 MILES WEST ALONG A DIRT ROAD, THENCE 1.4 MILES SOUTH ALONG
 MK0185'A DIRT ROAD, THENCE 0.7 MILE EAST ALONG A DIRT ROAD, AT THE
 MK0185'SOUTHWEST CORNER OF SE 1/4 SE 1/4 SEC. 19, T 82 N, R 45 W, AT
 MK0185'THE T-JUNCTION OF A ROAD LEADING WEST, 58 FEET EAST OF THE
 MK0185'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, UNDER AN EAST-AND-WEST
 MK0185'FENCE, 32 FEET EAST OF A FENCE CORNER, AND 2 FEET EAST OF A
 MK0185'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 144
 MK0185'1948 RESET 1950 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 MK0185'WITH THE GROUND.
 MK0185
 MK0185                          STATION RECOVERY (1974)
 MK0185
 MK0185'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK1770 ***********************************************************************
 MK1770  DESIGNATION -  L 145
 MK1770  PID         -  MK1770
 MK1770  STATE/COUNTY-  IA/MONONA
 MK1770  USGS QUAD   -  TEKAMAH NW (1970)
 MK1770
 MK1770                         *CURRENT SURVEY CONTROL
 MK1770  ___________________________________________________________________
 MK1770* NAD 83(1986)-  41 59 22.     (N)    096 09 41.     (W)     SCALED    
 MK1770* NAVD 88     -       317.613  (meters)    1042.04   (feet)  ADJUSTED  
 MK1770  ___________________________________________________________________
 MK1770  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 MK1770  DYNAMIC HT  -         317.499 (meters)    1041.66  (feet)  COMP
 MK1770  MODELED GRAV-     980,253.0   (mgal)                       NAVD 88
 MK1770
 MK1770  VERT ORDER  -  SECOND    CLASS 0
 MK1770
 MK1770.The horizontal coordinates were scaled from a topographic map and have
 MK1770.an estimated accuracy of +/- 6 seconds.
 MK1770
 MK1770.The orthometric height was determined by differential leveling
 MK1770.and adjusted by the National Geodetic Survey in June 1991..
 MK1770
 MK1770.The geoid height was determined by GEOID03.
 MK1770
 MK1770.The dynamic height is computed by dividing the NAVD 88
 MK1770.geopotential number by the normal gravity value computed on the
 MK1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1770.degrees latitude (g = 980.6199 gals.).
 MK1770
 MK1770.The modeled gravity was interpolated from observed gravity values.
 MK1770
 MK1770;                    North         East    Units  Estimated Accuracy
 MK1770;SPC IA N     - 1,057,840.    1,279,500.      MT  (+/- 180 meters Scaled)
 MK1770
 MK1770                          SUPERSEDED SURVEY CONTROL
 MK1770
 MK1770  NGVD 29 (??/??/92)  317.48   (m)         1041.6    (f) COMPUTED    2 0
 MK1770
 MK1770.Superseded values are not recommended for survey control.
 MK1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1770.See file dsdata.txt to determine how the superseded data were derived.
 MK1770
 MK1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM351525(NAD 83)
 MK1770_MARKER: DB = BENCH MARK DISK
 MK1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1770_STAMPING: L 145 1948
 MK1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1770+STABILITY: SURFACE MOTION
 MK1770
 MK1770  HISTORY     - Date     Condition        Report By
 MK1770  HISTORY     - 1948     MONUMENTED       CGS
 MK1770
 MK1770                          STATION DESCRIPTION
 MK1770
 MK1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK1770'9 MI SW FROM ONAWA.
 MK1770'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 MK1770'AT ONAWA, THENCE 1.2 MILES WEST ALONG COUNTY ROAD H, THENCE
 MK1770'1.2 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE EAST ALONG
 MK1770'A DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG A DIRT ROAD, THENCE
 MK1770'0.8 MILE EAST ALONG A DIRT ROAD, THENCE 0.9 MILE SOUTHWEST
 MK1770'ALONG A DIRT ROAD, 2.0 FEET SOUTH OF THE SOUTHWEST CORNER OF AN
 MK1770'ABANDONED FARMHOUSE, 13.6 FEET WEST OF THE WEST DOOR FACING
 MK1770'OF THE FRONT OR SOUTH ENTRANCE, 9.0 FEET NORTH OF THE
 MK1770'CENTER LINE OF THE ROAD, 1.6 FEET WEST OF A REFERENCE POST, SET
 MK1770'IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE
 MK1770'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0392 ***********************************************************************
 MJ0392  DESIGNATION -  L 146
 MJ0392  PID         -  MJ0392
 MJ0392  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0392  USGS QUAD   -  AVOCA NW (1994)
 MJ0392
 MJ0392                         *CURRENT SURVEY CONTROL
 MJ0392  ___________________________________________________________________
 MJ0392* NAD 83(1986)-  41 28 44.     (N)    095 29 38.     (W)     SCALED    
 MJ0392* NAVD 88     -       397.747  (meters)    1304.94   (feet)  ADJUSTED  
 MJ0392  ___________________________________________________________________
 MJ0392  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 MJ0392  DYNAMIC HT  -         397.573 (meters)    1304.37  (feet)  COMP
 MJ0392  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 MJ0392
 MJ0392  VERT ORDER  -  FIRST     CLASS II
 MJ0392
 MJ0392.The horizontal coordinates were scaled from a topographic map and have
 MJ0392.an estimated accuracy of +/- 6 seconds.
 MJ0392
 MJ0392.The orthometric height was determined by differential leveling
 MJ0392.and adjusted by the National Geodetic Survey in June 1991..
 MJ0392
 MJ0392.The geoid height was determined by GEOID03.
 MJ0392
 MJ0392.The dynamic height is computed by dividing the NAVD 88
 MJ0392.geopotential number by the normal gravity value computed on the
 MJ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0392.degrees latitude (g = 980.6199 gals.).
 MJ0392
 MJ0392.The modeled gravity was interpolated from observed gravity values.
 MJ0392
 MJ0392;                    North         East    Units  Estimated Accuracy
 MJ0392;SPC IA S     -   166,140.      333,490.      MT  (+/- 180 meters Scaled)
 MJ0392
 MJ0392                          SUPERSEDED SURVEY CONTROL
 MJ0392
 MJ0392  NGVD 29 (??/??/92)  397.627  (m)         1304.55   (f) ADJ UNCH    1 2
 MJ0392
 MJ0392.Superseded values are not recommended for survey control.
 MJ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0392.See file dsdata.txt to determine how the superseded data were derived.
 MJ0392
 MJ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF917949(NAD 83)
 MJ0392_MARKER: DB = BENCH MARK DISK
 MJ0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0392_STAMPING: L 146 1949
 MJ0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0392+STABILITY: SURFACE MOTION
 MJ0392
 MJ0392  HISTORY     - Date     Condition        Report By
 MJ0392  HISTORY     - 1949     MONUMENTED       CGS
 MJ0392
 MJ0392                          STATION DESCRIPTION
 MJ0392
 MJ0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0392'3 MI NE FROM MINDEN.
 MJ0392'3.0 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0392'RAILWAY FROM THE STATION AT MINDEN, 3.5 MILES SOUTHWEST OF THE
 MJ0392'STATION AT SHELBY, 6 POLES EAST OF MILEPOST NO. 471, ABOUT
 MJ0392'0.15 MILE NORTH ALONG A DIRT ROAD FROM STATE HIGHWAY NO. 64,
 MJ0392'AT A PUBLIC ROAD CROSSING, 84.0 FEET SOUTH OF THE SOUTH RAIL
 MJ0392'OF THE TRACK, 28.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 6
 MJ0392'22.0 FEET SOUTH OF THE CENTER LINE OF A GATE, 1.1 FEET WEST OF A
 MJ0392'FENCE, 1.4 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 MJ0392'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0504 ***********************************************************************
 MJ0504  DESIGNATION -  L 147
 MJ0504  PID         -  MJ0504
 MJ0504  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0504  USGS QUAD   -  OAKLAND (1963)
 MJ0504
 MJ0504                         *CURRENT SURVEY CONTROL
 MJ0504  ___________________________________________________________________
 MJ0504* NAD 83(1986)-  41 21 06.     (N)    095 23 03.     (W)     SCALED    
 MJ0504* NAVD 88     -       341.924  (meters)    1121.80   (feet)  ADJUSTED  
 MJ0504  ___________________________________________________________________
 MJ0504  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 MJ0504  DYNAMIC HT  -         341.789 (meters)    1121.35  (feet)  COMP
 MJ0504  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 MJ0504
 MJ0504  VERT ORDER  -  SECOND    CLASS 0
 MJ0504
 MJ0504.The horizontal coordinates were scaled from a topographic map and have
 MJ0504.an estimated accuracy of +/- 6 seconds.
 MJ0504
 MJ0504.The orthometric height was determined by differential leveling
 MJ0504.and adjusted by the National Geodetic Survey in June 1991..
 MJ0504
 MJ0504.The geoid height was determined by GEOID03.
 MJ0504
 MJ0504.The dynamic height is computed by dividing the NAVD 88
 MJ0504.geopotential number by the normal gravity value computed on the
 MJ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0504.degrees latitude (g = 980.6199 gals.).
 MJ0504
 MJ0504.The modeled gravity was interpolated from observed gravity values.
 MJ0504
 MJ0504;                    North         East    Units  Estimated Accuracy
 MJ0504;SPC IA S     -   151,810.      342,340.      MT  (+/- 180 meters Scaled)
 MJ0504
 MJ0504                          SUPERSEDED SURVEY CONTROL
 MJ0504
 MJ0504  NGVD 29 (??/??/92)  341.840  (m)         1121.52   (f) ADJ UNCH    2 0
 MJ0504
 MJ0504.Superseded values are not recommended for survey control.
 MJ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0504.See file dsdata.txt to determine how the superseded data were derived.
 MJ0504
 MJ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF005805(NAD 83)
 MJ0504_MARKER: DB = BENCH MARK DISK
 MJ0504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0504_SP_SET: BRIDGE ABUTMENT
 MJ0504_STAMPING: L 147 1949
 MJ0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0504
 MJ0504  HISTORY     - Date     Condition        Report By
 MJ0504  HISTORY     - 1949     MONUMENTED       CGS
 MJ0504
 MJ0504                          STATION DESCRIPTION
 MJ0504
 MJ0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0504'3.1 MI SW FROM HANCOCK.
 MJ0504'3.1 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 59 FROM THE HANCOCK
 MJ0504'SCHOOL AT HANCOCK, SET IN THE WEST END OF THE SOUTH ABUTMENT OF
 MJ0504'A CONCRETE BRIDGE (NO. 47), ABOUT 125 FEET SOUTHEAST OF A LARGE
 MJ0504'BARN, 135.0 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD
 MJ0504'LEADING WEST, 12.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MJ0504'0.9 FOOT NORTHEAST OF THE SOUTHWEST END OF THE WINGWALL, LEVEL
 MJ0504'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0472 ***********************************************************************
 MJ0472  DESIGNATION -  L 148
 MJ0472  PID         -  MJ0472
 MJ0472  STATE/COUNTY-  IA/MILLS
 MJ0472  USGS QUAD   -  CARSON (1978)
 MJ0472
 MJ0472                         *CURRENT SURVEY CONTROL
 MJ0472  ___________________________________________________________________
 MJ0472* NAD 83(1986)-  41 08 45.     (N)    095 24 14.     (W)     SCALED    
 MJ0472* NAVD 88     -       328.046  (meters)    1076.26   (feet)  ADJUSTED  
 MJ0472  ___________________________________________________________________
 MJ0472  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 MJ0472  DYNAMIC HT  -         327.908 (meters)    1075.81  (feet)  COMP
 MJ0472  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 MJ0472
 MJ0472  VERT ORDER  -  SECOND    CLASS 0
 MJ0472
 MJ0472.The horizontal coordinates were scaled from a topographic map and have
 MJ0472.an estimated accuracy of +/- 6 seconds.
 MJ0472
 MJ0472.The orthometric height was determined by differential leveling
 MJ0472.and adjusted by the National Geodetic Survey in June 1991..
 MJ0472
 MJ0472.The geoid height was determined by GEOID03.
 MJ0472
 MJ0472.The dynamic height is computed by dividing the NAVD 88
 MJ0472.geopotential number by the normal gravity value computed on the
 MJ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0472.degrees latitude (g = 980.6199 gals.).
 MJ0472
 MJ0472.The modeled gravity was interpolated from observed gravity values.
 MJ0472
 MJ0472;                    North         East    Units  Estimated Accuracy
 MJ0472;SPC IA S     -   128,990.      340,190.      MT  (+/- 180 meters Scaled)
 MJ0472
 MJ0472                          SUPERSEDED SURVEY CONTROL
 MJ0472
 MJ0472  NGVD 29 (??/??/92)  327.967  (m)         1076.01   (f) ADJ UNCH    2 0
 MJ0472
 MJ0472.Superseded values are not recommended for survey control.
 MJ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0472.See file dsdata.txt to determine how the superseded data were derived.
 MJ0472
 MJ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF982577(NAD 83)
 MJ0472_MARKER: DB = BENCH MARK DISK
 MJ0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0472_STAMPING: L 148 1949
 MJ0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0472+STABILITY: SURFACE MOTION
 MJ0472
 MJ0472  HISTORY     - Date     Condition        Report By
 MJ0472  HISTORY     - 1949     MONUMENTED       CGS
 MJ0472
 MJ0472                          STATION DESCRIPTION
 MJ0472
 MJ0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0472'1.8 MI NE FROM HENDERSON.
 MJ0472'1.8 MILES NORTHEAST ALONG STATE HIGHWAY NO. 244 FROM THE CITIZENS
 MJ0472'BANK AT HENDERSON, IN THE SOUTHWEST QUARTER OF THE JUNCTION OF
 MJ0472'STATE HIGHWAY NO. 244, U.S. HIGHWAY NO. 59 AND COUNTY ROAD A,
 MJ0472'123.0 FEET WEST OF THE CENTER LINE OF THE U.S. HIGHWAY, 85.0
 MJ0472'FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD A AND STATE HIGHWAY
 MJ0472'NO. 244, 10.8 FEET WEST OF A CORNER FENCE POST, 57.0 FEET
 MJ0472'SOUTHWEST OF THE CENTER LINE OF A NORTHWEST-SOUTHEAST CONNECTING
 MJ0472'ROAD, ON THE TOP OF A CUT BANK, 1.0 FOOT NORTH OF THE SOUTH
 MJ0472'RIGHT-OF-WAY FENCE, 1.3 FEET EAST OF A REFERENCE POST, SET IN
 MJ0472'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0488 ***********************************************************************
 MJ0488  DESIGNATION -  L 149
 MJ0488  PID         -  MJ0488
 MJ0488  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0488  USGS QUAD   -  CARSON (1978)
 MJ0488
 MJ0488                         *CURRENT SURVEY CONTROL
 MJ0488  ___________________________________________________________________
 MJ0488* NAD 83(1986)-  41 13 32.     (N)    095 26 31.     (W)     SCALED    
 MJ0488* NAVD 88     -       356.617  (meters)    1170.00   (feet)  ADJUSTED  
 MJ0488  ___________________________________________________________________
 MJ0488  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 MJ0488  DYNAMIC HT  -         356.470 (meters)    1169.52  (feet)  COMP
 MJ0488  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 MJ0488
 MJ0488  VERT ORDER  -  SECOND    CLASS 0
 MJ0488
 MJ0488.The horizontal coordinates were scaled from a topographic map and have
 MJ0488.an estimated accuracy of +/- 6 seconds.
 MJ0488
 MJ0488.The orthometric height was determined by differential leveling
 MJ0488.and adjusted by the National Geodetic Survey in June 1991..
 MJ0488
 MJ0488.The geoid height was determined by GEOID03.
 MJ0488
 MJ0488.The dynamic height is computed by dividing the NAVD 88
 MJ0488.geopotential number by the normal gravity value computed on the
 MJ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0488.degrees latitude (g = 980.6199 gals.).
 MJ0488
 MJ0488.The modeled gravity was interpolated from observed gravity values.
 MJ0488
 MJ0488;                    North         East    Units  Estimated Accuracy
 MJ0488;SPC IA S     -   137,910.      337,190.      MT  (+/- 180 meters Scaled)
 MJ0488
 MJ0488                          SUPERSEDED SURVEY CONTROL
 MJ0488
 MJ0488  NGVD 29 (??/??/92)  356.533  (m)         1169.73   (f) ADJ UNCH    2 0
 MJ0488
 MJ0488.Superseded values are not recommended for survey control.
 MJ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0488.See file dsdata.txt to determine how the superseded data were derived.
 MJ0488
 MJ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF953666(NAD 83)
 MJ0488_MARKER: DB = BENCH MARK DISK
 MJ0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0488_STAMPING: L 149 1949
 MJ0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0488+STABILITY: SURFACE MOTION
 MJ0488
 MJ0488  HISTORY     - Date     Condition        Report By
 MJ0488  HISTORY     - 1949     MONUMENTED       CGS
 MJ0488  HISTORY     - 1976     MARK NOT FOUND   USGS
 MJ0488
 MJ0488                          STATION DESCRIPTION
 MJ0488
 MJ0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0488'1.7 MI SW FROM CARSON.
 MJ0488'0.2 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0488'FROM THE STATION AT CARSON, THENCE 1.0 MILE WEST ALONG STATE
 MJ0488'HIGHWAY NO. 100, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, AT THE
 MJ0488'HOOKER AIRFIELD, 92.0 FEET NORTH OF THE CENTER LINE OF A ROAD
 MJ0488'ALONG THE SOUTH EDGE OF THE FIELD, ON THE SOUTH SLOPE OF THE
 MJ0488'HILL, 3.0 FEET WEST OF THE MOST NORTHWESTERLY CORNER OF THE
 MJ0488'MOST WESTERLY ONE OF TWO HANGARS, 12.0 FEET NORTHEAST OF A
 MJ0488'GASOLINE PUMP, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 MJ0488'FOOT ABOVE THE GROUND.
 MJ0488
 MJ0488                          STATION RECOVERY (1976)
 MJ0488
 MJ0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MJ0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0010 ***********************************************************************
 NM0010  DESIGNATION -  L 15
 NM0010  PID         -  NM0010
 NM0010  STATE/COUNTY-  IA/PLYMOUTH
 NM0010  USGS QUAD   -  HINTON (1964)
 NM0010
 NM0010                         *CURRENT SURVEY CONTROL
 NM0010  ___________________________________________________________________
 NM0010* NAD 83(1986)-  42 42 38.     (N)    096 15 01.     (W)     SCALED    
 NM0010* NAVD 88     -       355.038  (meters)    1164.82   (feet)  ADJUSTED  
 NM0010  ___________________________________________________________________
 NM0010  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 NM0010  DYNAMIC HT  -         354.929 (meters)    1164.46  (feet)  COMP
 NM0010  MODELED GRAV-     980,304.2   (mgal)                       NAVD 88
 NM0010
 NM0010  VERT ORDER  -  SECOND    CLASS 0
 NM0010
 NM0010.The horizontal coordinates were scaled from a topographic map and have
 NM0010.an estimated accuracy of +/- 6 seconds.
 NM0010
 NM0010.The orthometric height was determined by differential leveling
 NM0010.and adjusted by the National Geodetic Survey in June 1991..
 NM0010
 NM0010.The geoid height was determined by GEOID03.
 NM0010
 NM0010.The dynamic height is computed by dividing the NAVD 88
 NM0010.geopotential number by the normal gravity value computed on the
 NM0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0010.degrees latitude (g = 980.6199 gals.).
 NM0010
 NM0010.The modeled gravity was interpolated from observed gravity values.
 NM0010
 NM0010;                    North         East    Units  Estimated Accuracy
 NM0010;SPC IA N     - 1,138,130.    1,274,740.      MT  (+/- 180 meters Scaled)
 NM0010
 NM0010                          SUPERSEDED SURVEY CONTROL
 NM0010
 NM0010  NGVD 29 (??/??/92)  354.840  (m)         1164.17   (f) ADJ UNCH    2 0
 NM0010
 NM0010.Superseded values are not recommended for survey control.
 NM0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0010.See file dsdata.txt to determine how the superseded data were derived.
 NM0010
 NM0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN251323(NAD 83)
 NM0010_MARKER: DB = BENCH MARK DISK
 NM0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0010_STAMPING: L 15 1934
 NM0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0010+STABILITY: SURFACE MOTION
 NM0010
 NM0010  HISTORY     - Date     Condition        Report By
 NM0010  HISTORY     - 1934     MONUMENTED       CGS
 NM0010  HISTORY     - 1957     POOR             NGS
 NM0010
 NM0010                          STATION DESCRIPTION
 NM0010
 NM0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NM0010'0.7 MI S FROM MERRILL.
 NM0010'0.7 MILES SOUTH ALONG THE SOO LINE RAILROAD, FORMERLY (C.STP.
 NM0010'M AND O RY) FROM THE STATION AT MERRILL, PLYMOUTH COUNTY, 60
 NM0010'YARDS SOUTH OF SIGNAL TOWER 492.2, 38 YARDS NORTH OF A ROAD
 NM0010'CROSSING, 49 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND
 NM0010'1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 NM0010'L 15 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NM0010'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0251 ***********************************************************************
 MJ0251  DESIGNATION -  L 150
 MJ0251  PID         -  MJ0251
 MJ0251  STATE/COUNTY-  IA/SHELBY
 MJ0251  USGS QUAD   -  CORLEY (1978)
 MJ0251
 MJ0251                         *CURRENT SURVEY CONTROL
 MJ0251  ___________________________________________________________________
 MJ0251* NAD 83(1986)-  41 34 52.     (N)    095 20 09.     (W)     SCALED    
 MJ0251* NAVD 88     -       363.708  (meters)    1193.27   (feet)  ADJUSTED  
 MJ0251  ___________________________________________________________________
 MJ0251  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 MJ0251  DYNAMIC HT  -         363.547 (meters)    1192.74  (feet)  COMP
 MJ0251  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 MJ0251
 MJ0251  VERT ORDER  -  SECOND    CLASS 0
 MJ0251
 MJ0251.This mark is at Harlan Municipal Airport (HNR)
 MJ0251
 MJ0251.The horizontal coordinates were scaled from a topographic map and have
 MJ0251.an estimated accuracy of +/- 6 seconds.
 MJ0251
 MJ0251.The orthometric height was determined by differential leveling
 MJ0251.and adjusted by the National Geodetic Survey in June 1991..
 MJ0251
 MJ0251.The geoid height was determined by GEOID03.
 MJ0251
 MJ0251.The dynamic height is computed by dividing the NAVD 88
 MJ0251.geopotential number by the normal gravity value computed on the
 MJ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0251.degrees latitude (g = 980.6199 gals.).
 MJ0251
 MJ0251.The modeled gravity was interpolated from observed gravity values.
 MJ0251
 MJ0251;                    North         East    Units  Estimated Accuracy
 MJ0251;SPC IA S     -   177,200.      346,920.      MT  (+/- 180 meters Scaled)
 MJ0251
 MJ0251                          SUPERSEDED SURVEY CONTROL
 MJ0251
 MJ0251  NGVD 29 (??/??/92)  363.595  (m)         1192.89   (f) ADJ UNCH    2 0
 MJ0251
 MJ0251.Superseded values are not recommended for survey control.
 MJ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0251.See file dsdata.txt to determine how the superseded data were derived.
 MJ0251
 MJ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG052059(NAD 83)
 MJ0251_MARKER: DB = BENCH MARK DISK
 MJ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0251_STAMPING: L 150 1949
 MJ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0251+STABILITY: SURFACE MOTION
 MJ0251
 MJ0251  HISTORY     - Date     Condition        Report By
 MJ0251  HISTORY     - 1949     MONUMENTED       CGS
 MJ0251  HISTORY     - 1970     GOOD             NGS
 MJ0251
 MJ0251                          STATION DESCRIPTION
 MJ0251
 MJ0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0251'4.8 MI S FROM HARLAN.
 MJ0251'4.8 MILES SOUTH ALONG U.S. HIGHWAY NO. 59 FROM THE JUNCTION OF
 MJ0251'U.S. HIGHWAY NO. 59 WITH STATE HIGHWAY NO. 39 AT HARLAN, AT THE
 MJ0251'HARLAN MUNICIPAL AIRPORT, 2.1 FEET NORTH OF THE NORTHWEST
 MJ0251'CORNER OF THE MAIN HANGAR AND OFFICE, 3.0 FEET NORTHEAST OF THE
 MJ0251'NORTHEAST CORNER OF A CONCRETE SIDEWALK ON THE WEST SIDE OF THE
 MJ0251'HANGAR, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MJ0251'ABOVE THE GROUND.
 MJ0251
 MJ0251                          STATION RECOVERY (1970)
 MJ0251
 MJ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MJ0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0290 ***********************************************************************
 MJ0290  DESIGNATION -  L 151
 MJ0290  PID         -  MJ0290
 MJ0290  STATE/COUNTY-  IA/SHELBY
 MJ0290  USGS QUAD   -  IRWIN (1978)
 MJ0290
 MJ0290                         *CURRENT SURVEY CONTROL
 MJ0290  ___________________________________________________________________
 MJ0290* NAD 83(1986)-  41 47 30.     (N)    095 12 32.     (W)     SCALED    
 MJ0290* NAVD 88     -       385.339  (meters)    1264.23   (feet)  ADJUSTED  
 MJ0290  ___________________________________________________________________
 MJ0290  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 MJ0290  DYNAMIC HT  -         385.158 (meters)    1263.64  (feet)  COMP
 MJ0290  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 MJ0290
 MJ0290  VERT ORDER  -  SECOND    CLASS 0
 MJ0290
 MJ0290.The horizontal coordinates were scaled from a topographic map and have
 MJ0290.an estimated accuracy of +/- 6 seconds.
 MJ0290
 MJ0290.The orthometric height was determined by differential leveling
 MJ0290.and adjusted by the National Geodetic Survey in June 1991..
 MJ0290
 MJ0290.The geoid height was determined by GEOID03.
 MJ0290
 MJ0290.The dynamic height is computed by dividing the NAVD 88
 MJ0290.geopotential number by the normal gravity value computed on the
 MJ0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0290.degrees latitude (g = 980.6199 gals.).
 MJ0290
 MJ0290.The modeled gravity was interpolated from observed gravity values.
 MJ0290
 MJ0290;                    North         East    Units  Estimated Accuracy
 MJ0290;SPC IA S     -   200,360.      357,970.      MT  (+/- 180 meters Scaled)
 MJ0290
 MJ0290                          SUPERSEDED SURVEY CONTROL
 MJ0290
 MJ0290  NGVD 29 (??/??/92)  385.205  (m)         1263.79   (f) ADJ UNCH    2 0
 MJ0290
 MJ0290.Superseded values are not recommended for survey control.
 MJ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0290.See file dsdata.txt to determine how the superseded data were derived.
 MJ0290
 MJ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG164290(NAD 83)
 MJ0290_MARKER: DB = BENCH MARK DISK
 MJ0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0290_STAMPING: L 151 1949
 MJ0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0290+STABILITY: SURFACE MOTION
 MJ0290
 MJ0290  HISTORY     - Date     Condition        Report By
 MJ0290  HISTORY     - 1949     MONUMENTED       CGS
 MJ0290
 MJ0290                          STATION DESCRIPTION
 MJ0290
 MJ0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0290'AT IRWIN.
 MJ0290'AT IRWIN, AT THE JUNCTION OF STATE HIGHWAY NO. 268 AND COUNTY
 MJ0290'ROAD M LEADING NORTH, 52.0 FEET NORTH OF THE CENTER LINE OF THE
 MJ0290'HIGHWAY, 43.0 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD,
 MJ0290'10.4 FEET WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK, 3.1 FEET
 MJ0290'SOUTHWEST OF A CORNER FENCE POST, 2.0 FEET WEST OF TELEPHONE
 MJ0290'POLE NO. 170, 1.6 FEET SOUTH OF A FENCE, 1.4 FEET EAST OF A
 MJ0290'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MJ0290'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0349 ***********************************************************************
 NM0349  DESIGNATION -  L 152
 NM0349  PID         -  NM0349
 NM0349  STATE/COUNTY-  IA/WOODBURY
 NM0349  USGS QUAD   -  LUTON (1964)
 NM0349
 NM0349                         *CURRENT SURVEY CONTROL
 NM0349  ___________________________________________________________________
 NM0349* NAD 83(1986)-  42 18 55.     (N)    096 10 24.     (W)     SCALED    
 NM0349* NAVD 88     -       327.165  (meters)    1073.37   (feet)  ADJUSTED  
 NM0349  ___________________________________________________________________
 NM0349  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 NM0349  DYNAMIC HT  -         327.057 (meters)    1073.02  (feet)  COMP
 NM0349  MODELED GRAV-     980,280.0   (mgal)                       NAVD 88
 NM0349
 NM0349  VERT ORDER  -  SECOND    CLASS 0
 NM0349
 NM0349.The horizontal coordinates were scaled from a topographic map and have
 NM0349.an estimated accuracy of +/- 6 seconds.
 NM0349
 NM0349.The orthometric height was determined by differential leveling
 NM0349.and adjusted by the National Geodetic Survey in June 1991..
 NM0349
 NM0349.The geoid height was determined by GEOID03.
 NM0349
 NM0349.The dynamic height is computed by dividing the NAVD 88
 NM0349.geopotential number by the normal gravity value computed on the
 NM0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0349.degrees latitude (g = 980.6199 gals.).
 NM0349
 NM0349.The modeled gravity was interpolated from observed gravity values.
 NM0349
 NM0349;                    North         East    Units  Estimated Accuracy
 NM0349;SPC IA N     - 1,094,040.    1,279,650.      MT  (+/- 180 meters Scaled)
 NM0349
 NM0349                          SUPERSEDED SURVEY CONTROL
 NM0349
 NM0349  NGVD 29 (??/??/92)  327.009  (m)         1072.86   (f) ADJ UNCH    2 0
 NM0349
 NM0349.Superseded values are not recommended for survey control.
 NM0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0349.See file dsdata.txt to determine how the superseded data were derived.
 NM0349
 NM0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM329886(NAD 83)
 NM0349_MARKER: DB = BENCH MARK DISK
 NM0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0349_STAMPING: L 152 1949
 NM0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0349+STABILITY: SURFACE MOTION
 NM0349
 NM0349  HISTORY     - Date     Condition        Report By
 NM0349  HISTORY     - 1949     MONUMENTED       CGS
 NM0349
 NM0349                          STATION DESCRIPTION
 NM0349
 NM0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0349'6.7 MI NE FROM SALIX.
 NM0349'0.6 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND
 NM0349'NORTH WESTERN RAILWAY STATION AT SALIX, THENCE 0.5 MILE EAST ALONG
 NM0349'A GRADED DIRT ROAD, THENCE 3.0 MILES EAST ALONG A GRAVELED
 NM0349'ROAD, THENCE 2.55 MILES EAST ALONG A GRADED DIRT ROAD, AT A VACANT
 NM0349'FARMHOUSE, 114.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NM0349'HOUSE, 87 FEET EAST OF THE EXTENDED CENTER LINE OF A T ROAD LEADING
 NM0349'SOUTH, 46 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 NM0349'20 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 14.0 FEET
 NM0349'NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE OVER A DRAINAGE
 NM0349'DITCH, 6.0 FEET SOUTH OF A POWER TRANSMISSION LINE POLE, 1.0
 NM0349'FOOT NORTH OF A FENCE, 2.0 FEET EAST OF A REFERENCE POST, AND
 NM0349'SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT
 NM0349'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0381 ***********************************************************************
 NM0381  DESIGNATION -  L 153
 NM0381  PID         -  NM0381
 NM0381  STATE/COUNTY-  IA/MONONA
 NM0381  USGS QUAD   -  SLOAN (1969)
 NM0381
 NM0381                         *CURRENT SURVEY CONTROL
 NM0381  ___________________________________________________________________
 NM0381* NAD 83(1986)-  42 08 57.     (N)    096 09 19.     (W)     SCALED    
 NM0381* NAVD 88     -       323.242  (meters)    1060.50   (feet)  ADJUSTED  
 NM0381  ___________________________________________________________________
 NM0381  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 NM0381  DYNAMIC HT  -         323.130 (meters)    1060.14  (feet)  COMP
 NM0381  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 NM0381
 NM0381  VERT ORDER  -  SECOND    CLASS 0
 NM0381
 NM0381.The horizontal coordinates were scaled from a topographic map and have
 NM0381.an estimated accuracy of +/- 6 seconds.
 NM0381
 NM0381.The orthometric height was determined by differential leveling
 NM0381.and adjusted by the National Geodetic Survey in June 1991..
 NM0381
 NM0381.The geoid height was determined by GEOID03.
 NM0381
 NM0381.The dynamic height is computed by dividing the NAVD 88
 NM0381.geopotential number by the normal gravity value computed on the
 NM0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0381.degrees latitude (g = 980.6199 gals.).
 NM0381
 NM0381.The modeled gravity was interpolated from observed gravity values.
 NM0381
 NM0381;                    North         East    Units  Estimated Accuracy
 NM0381;SPC IA N     - 1,075,550.    1,280,560.      MT  (+/- 180 meters Scaled)
 NM0381
 NM0381                          SUPERSEDED SURVEY CONTROL
 NM0381
 NM0381  NGVD 29 (??/??/92)  323.100  (m)         1060.04   (f) ADJ UNCH    2 0
 NM0381
 NM0381.Superseded values are not recommended for survey control.
 NM0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0381.See file dsdata.txt to determine how the superseded data were derived.
 NM0381
 NM0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM350702(NAD 83)
 NM0381_MARKER: DB = BENCH MARK DISK
 NM0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0381_STAMPING: L 153 1949
 NM0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0381
 NM0381  HISTORY     - Date     Condition        Report By
 NM0381  HISTORY     - 1949     MONUMENTED       CGS
 NM0381
 NM0381                          STATION DESCRIPTION
 NM0381
 NM0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0381'2.4 MI NE FROM WHITING.
 NM0381'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND
 NM0381'NORTH WESTERN RAILROAD STATION AT WHITING, THENCE 0.6 MILE EAST
 NM0381'ALONG COUNTY ROAD E, AT THE INTERSECTION OF A T ROAD LEADING
 NM0381'NORTH, IN THE TOP OF THE WEST HEADWALL OF A 2 X 2 FOOT CONCRETE
 NM0381'BOX CULVERT, 31 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 NM0381'ROAD, 17 FEET WEST OF THE CENTER LINE OF A T ROAD LEADING NORTH,
 NM0381'5.2 FEET SOUTH OF THE NORTH END OF THE HEADWALL, AND ABOUT
 NM0381'1.0 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0811 ***********************************************************************
 NM0811  DESIGNATION -  L 154
 NM0811  PID         -  NM0811
 NM0811  STATE/COUNTY-  IA/PLYMOUTH
 NM0811  USGS QUAD   -  CHATSWORTH (1969)
 NM0811
 NM0811                         *CURRENT SURVEY CONTROL
 NM0811  ___________________________________________________________________
 NM0811* NAD 83(1986)-  42 52 51.     (N)    096 31 20.     (W)     SCALED    
 NM0811* NAVD 88     -       354.684  (meters)    1163.66   (feet)  ADJUSTED  
 NM0811  ___________________________________________________________________
 NM0811  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 NM0811  DYNAMIC HT  -         354.589 (meters)    1163.35  (feet)  COMP
 NM0811  MODELED GRAV-     980,342.1   (mgal)                       NAVD 88
 NM0811
 NM0811  VERT ORDER  -  FIRST     CLASS II
 NM0811
 NM0811.The horizontal coordinates were scaled from a topographic map and have
 NM0811.an estimated accuracy of +/- 6 seconds.
 NM0811
 NM0811.The orthometric height was determined by differential leveling
 NM0811.and adjusted by the National Geodetic Survey in June 1991..
 NM0811
 NM0811.The geoid height was determined by GEOID03.
 NM0811
 NM0811.The dynamic height is computed by dividing the NAVD 88
 NM0811.geopotential number by the normal gravity value computed on the
 NM0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0811.degrees latitude (g = 980.6199 gals.).
 NM0811
 NM0811.The modeled gravity was interpolated from observed gravity values.
 NM0811
 NM0811;                    North         East    Units  Estimated Accuracy
 NM0811;SPC IA N     - 1,157,790.    1,253,150.      MT  (+/- 180 meters Scaled)
 NM0811
 NM0811                          SUPERSEDED SURVEY CONTROL
 NM0811
 NM0811  NGVD 29 (??/??/92)  354.487  (m)         1163.01   (f) ADJ UNCH    1 2
 NM0811
 NM0811.Superseded values are not recommended for survey control.
 NM0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0811.See file dsdata.txt to determine how the superseded data were derived.
 NM0811
 NM0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN023505(NAD 83)
 NM0811_MARKER: DB = BENCH MARK DISK
 NM0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0811_STAMPING: L 154 1949
 NM0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0811+STABILITY: SURFACE MOTION
 NM0811
 NM0811  HISTORY     - Date     Condition        Report By
 NM0811  HISTORY     - 1949     MONUMENTED       CGS
 NM0811
 NM0811                          STATION DESCRIPTION
 NM0811
 NM0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0811'2.4 MI S FROM CHATSWORTH.
 NM0811'2.35 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0811'PACIFIC RAILROAD FROM THE RAILROAD STATION AT CHATSWORTH, 0.35
 NM0811'MILE SOUTH OF MILEPOST 17, 145.0 FEET NORTH OF THE CENTER LINE
 NM0811'OF A PRIVATE ROAD, 47.0 FEET WEST OF THE WEST RAIL, 11.4 FEET
 NM0811'NORTH OF A POLE, 1.0 FOOT EAST OF A RIGHT-OF-WAY FENCE, 1.5 FEET
 NM0811'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 NM0811'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0362 ***********************************************************************
 MH0362  DESIGNATION -  L 155
 MH0362  PID         -  MH0362
 MH0362  STATE/COUNTY-  IA/POLK
 MH0362  USGS QUAD   -  DES MOINES SW (1976)
 MH0362
 MH0362                         *CURRENT SURVEY CONTROL
 MH0362  ___________________________________________________________________
 MH0362* NAD 83(1986)-  41 34 09.     (N)    093 41 46.     (W)     SCALED    
 MH0362* NAVD 88     -       244.316  (meters)     801.56   (feet)  ADJUSTED  
 MH0362  ___________________________________________________________________
 MH0362  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 MH0362  DYNAMIC HT  -         244.210 (meters)     801.21  (feet)  COMP
 MH0362  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 MH0362
 MH0362  VERT ORDER  -  FIRST     CLASS II
 MH0362
 MH0362.The horizontal coordinates were scaled from a topographic map and have
 MH0362.an estimated accuracy of +/- 6 seconds.
 MH0362
 MH0362.The orthometric height was determined by differential leveling
 MH0362.and adjusted by the National Geodetic Survey in June 1991..
 MH0362
 MH0362.The geoid height was determined by GEOID03.
 MH0362
 MH0362.The dynamic height is computed by dividing the NAVD 88
 MH0362.geopotential number by the normal gravity value computed on the
 MH0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0362.degrees latitude (g = 980.6199 gals.).
 MH0362
 MH0362.The modeled gravity was interpolated from observed gravity values.
 MH0362
 MH0362;                    North         East    Units  Estimated Accuracy
 MH0362;SPC IA S     -   174,280.      483,640.      MT  (+/- 180 meters Scaled)
 MH0362
 MH0362                          SUPERSEDED SURVEY CONTROL
 MH0362
 MH0362  NGVD 29 (??/??/92)  244.265  (m)          801.39   (f) ADJ UNCH    1 2
 MH0362
 MH0362.Superseded values are not recommended for survey control.
 MH0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0362.See file dsdata.txt to determine how the superseded data were derived.
 MH0362
 MH0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG419021(NAD 83)
 MH0362_MARKER: DB = BENCH MARK DISK
 MH0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0362_STAMPING: L 155 1950
 MH0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0362+STABILITY: SURFACE MOTION
 MH0362
 MH0362  HISTORY     - Date     Condition        Report By
 MH0362  HISTORY     - 1950     MONUMENTED       CGS
 MH0362  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0362
 MH0362                          STATION DESCRIPTION
 MH0362
 MH0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0362'0.5 MI E FROM DES MOINES.
 MH0362'0.5 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 MH0362'FROM THE STATION AT WEST DES MOINES, 70 FEET NORTH OF THE NORTH
 MH0362'RAIL OF THE NORTH TRACK, 5.5 FEET NROTHEAST OF MILEPOST 362,
 MH0362'2.7 FEET SOUTH OF A FENCE, 2.2 FEET WEST OF A WITNESS POST, SET
 MH0362'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MH0362'THE GROUND.
 MH0362
 MH0362                          STATION RECOVERY (1995)
 MH0362
 MH0362'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0897 ***********************************************************************
 LF0897  DESIGNATION -  L 157
 LF0897  PID         -  LF0897
 LF0897  STATE/COUNTY-  IA/FREMONT
 LF0897  USGS QUAD   -  SIDNEY (1981)
 LF0897
 LF0897                         *CURRENT SURVEY CONTROL
 LF0897  ___________________________________________________________________
 LF0897* NAD 83(1986)-  40 41 22.     (N)    095 38 51.     (W)     SCALED    
 LF0897* NAVD 88     -       342.481  (meters)    1123.62   (feet)  ADJUSTED  
 LF0897  ___________________________________________________________________
 LF0897  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LF0897  DYNAMIC HT  -         342.299 (meters)    1123.03  (feet)  COMP
 LF0897  MODELED GRAV-     980,085.7   (mgal)                       NAVD 88
 LF0897
 LF0897  VERT ORDER  -  SECOND    CLASS 0
 LF0897
 LF0897.The horizontal coordinates were scaled from a topographic map and have
 LF0897.an estimated accuracy of +/- 6 seconds.
 LF0897
 LF0897.The orthometric height was determined by differential leveling
 LF0897.and adjusted by the National Geodetic Survey in June 1991..
 LF0897
 LF0897.The geoid height was determined by GEOID03.
 LF0897
 LF0897.The dynamic height is computed by dividing the NAVD 88
 LF0897.geopotential number by the normal gravity value computed on the
 LF0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0897.degrees latitude (g = 980.6199 gals.).
 LF0897
 LF0897.The modeled gravity was interpolated from observed gravity values.
 LF0897
 LF0897;                    North         East    Units  Estimated Accuracy
 LF0897;SPC IA S     -    78,800.      318,500.      MT  (+/- 180 meters Scaled)
 LF0897
 LF0897                          SUPERSEDED SURVEY CONTROL
 LF0897
 LF0897  NGVD 29 (??/??/92)  342.379  (m)         1123.29   (f) ADJ UNCH    2 0
 LF0897
 LF0897.Superseded values are not recommended for survey control.
 LF0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0897.See file dsdata.txt to determine how the superseded data were derived.
 LF0897
 LF0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF762076(NAD 83)
 LF0897_MARKER: DB = BENCH MARK DISK
 LF0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0897_STAMPING: L 157 1949
 LF0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0897+STABILITY: SURFACE MOTION
 LF0897
 LF0897  HISTORY     - Date     Condition        Report By
 LF0897  HISTORY     - 1949     MONUMENTED       CGS
 LF0897  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0897
 LF0897                          STATION DESCRIPTION
 LF0897
 LF0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0897'4 MI S FROM SIDNEY.
 LF0897'4.0 MILES SOUTH ALONG U.S. HIGHWAY 275 FROM THE COURTHOUSE AT
 LF0897'SIDNEY, AT THE JUNCTION OF U.S. HIGHWAY 275 AND STATE HIGHWAY
 LF0897'2, 121 FEET SOUTH OF A FILLING STATION SITE, 33 FEET EAST OF THE
 LF0897'CENTER LINE OF U.S. HIGHWAY 275, 4.6 FEET NORTH OF A FENCE
 LF0897'CORNER, 1.7 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 LF0897'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LF0897
 LF0897                          STATION RECOVERY (1976)
 LF0897
 LF0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0438 ***********************************************************************
 NL0438  DESIGNATION -  L 158
 NL0438  PID         -  NL0438
 NL0438  STATE/COUNTY-  IA/MONONA
 NL0438  USGS QUAD   -  CASTANA (1982)
 NL0438
 NL0438                         *CURRENT SURVEY CONTROL
 NL0438  ___________________________________________________________________
 NL0438* NAD 83(1986)-  42 00 12.     (N)    095 59 02.     (W)     SCALED    
 NL0438* NAVD 88     -       318.199  (meters)    1043.96   (feet)  ADJUSTED  
 NL0438  ___________________________________________________________________
 NL0438  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 NL0438  DYNAMIC HT  -         318.080 (meters)    1043.57  (feet)  COMP
 NL0438  MODELED GRAV-     980,239.1   (mgal)                       NAVD 88
 NL0438
 NL0438  VERT ORDER  -  SECOND    CLASS 0
 NL0438
 NL0438.The horizontal coordinates were scaled from a topographic map and have
 NL0438.an estimated accuracy of +/- 6 seconds.
 NL0438
 NL0438.The orthometric height was determined by differential leveling
 NL0438.and adjusted by the National Geodetic Survey in June 1991..
 NL0438
 NL0438.The geoid height was determined by GEOID03.
 NL0438
 NL0438.The dynamic height is computed by dividing the NAVD 88
 NL0438.geopotential number by the normal gravity value computed on the
 NL0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0438.degrees latitude (g = 980.6199 gals.).
 NL0438
 NL0438.The modeled gravity was interpolated from observed gravity values.
 NL0438
 NL0438;                    North         East    Units  Estimated Accuracy
 NL0438;SPC IA N     - 1,058,930.    1,294,250.      MT  (+/- 180 meters Scaled)
 NL0438
 NL0438                          SUPERSEDED SURVEY CONTROL
 NL0438
 NL0438  NGVD 29 (??/??/92)  318.050  (m)         1043.47   (f) ADJ UNCH    2 0
 NL0438
 NL0438.Superseded values are not recommended for survey control.
 NL0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0438.See file dsdata.txt to determine how the superseded data were derived.
 NL0438
 NL0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG528544(NAD 83)
 NL0438_MARKER: DB = BENCH MARK DISK
 NL0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0438_STAMPING: L 158 1949
 NL0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0438+STABILITY: SURFACE MOTION
 NL0438
 NL0438  HISTORY     - Date     Condition        Report By
 NL0438  HISTORY     - 1949     MONUMENTED       CGS
 NL0438  HISTORY     - 1969     MARK NOT FOUND   NGS
 NL0438
 NL0438                          STATION DESCRIPTION
 NL0438
 NL0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0438'1.9 MI SW FROM TURIN.
 NL0438'0.8 MILE WEST ALONG THE IOWA STATE HIGHWAY 37 FROM THE POST
 NL0438'OFFICE AT TURIN, THENCE 1.1 MILES SOUTH ALONG A WINDING GRADED
 NL0438'DIRT ROAD, 82 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NL0438'HENRY GILMAN FARMHOUSE, 31 FEET WEST OF THE CENTER LINE OF THE
 NL0438'DIRT ROAD, 25 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVE
 NL0438'LEADING WEST, 4.0 FEET SOUTHWEST OF A 24-INCH MAPLE TREE, 1.0
 NL0438'FOOT NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 NL0438'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NL0438
 NL0438                          STATION RECOVERY (1969)
 NL0438
 NL0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NL0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0442 ***********************************************************************
 NL0442  DESIGNATION -  L 159
 NL0442  PID         -  NL0442
 NL0442  STATE/COUNTY-  IA/MONONA
 NL0442  USGS QUAD   -  MAPLETON SE (1982)
 NL0442
 NL0442                         *CURRENT SURVEY CONTROL
 NL0442  ___________________________________________________________________
 NL0442* NAD 83(1986)-  42 00 15.     (N)    095 49 06.     (W)     SCALED    
 NL0442* NAVD 88     -       402.035  (meters)    1319.01   (feet)  ADJUSTED  
 NL0442  ___________________________________________________________________
 NL0442  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 NL0442  DYNAMIC HT  -         401.881 (meters)    1318.50  (feet)  COMP
 NL0442  MODELED GRAV-     980,227.0   (mgal)                       NAVD 88
 NL0442
 NL0442  VERT ORDER  -  SECOND    CLASS 0
 NL0442
 NL0442.The horizontal coordinates were scaled from a topographic map and have
 NL0442.an estimated accuracy of +/- 6 seconds.
 NL0442
 NL0442.The orthometric height was determined by differential leveling
 NL0442.and adjusted by the National Geodetic Survey in June 1991..
 NL0442
 NL0442.The geoid height was determined by GEOID03.
 NL0442
 NL0442.The dynamic height is computed by dividing the NAVD 88
 NL0442.geopotential number by the normal gravity value computed on the
 NL0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0442.degrees latitude (g = 980.6199 gals.).
 NL0442
 NL0442.The modeled gravity was interpolated from observed gravity values.
 NL0442
 NL0442;                    North         East    Units  Estimated Accuracy
 NL0442;SPC IA N     - 1,058,640.    1,307,960.      MT  (+/- 180 meters Scaled)
 NL0442
 NL0442                          SUPERSEDED SURVEY CONTROL
 NL0442
 NL0442  NGVD 29 (??/??/92)  401.888  (m)         1318.53   (f) ADJ UNCH    2 0
 NL0442
 NL0442.Superseded values are not recommended for survey control.
 NL0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0442.See file dsdata.txt to determine how the superseded data were derived.
 NL0442
 NL0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG665540(NAD 83)
 NL0442_MARKER: DB = BENCH MARK DISK
 NL0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0442_STAMPING: L 159 1949
 NL0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0442+STABILITY: SURFACE MOTION
 NL0442
 NL0442  HISTORY     - Date     Condition        Report By
 NL0442  HISTORY     - 1949     MONUMENTED       CGS
 NL0442  HISTORY     - 1982     GOOD             LOCENG
 NL0442
 NL0442                          STATION DESCRIPTION
 NL0442
 NL0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0442'2.6 MI NW FROM SOLDIER.
 NL0442'2.65 MILES NORTHWEST ALONG IOWA STATE HIGHWAY 37 FROM THE
 NL0442'CHICAGO AND NORTH WESTERN RAILWAY STATION AT SOLDIER, ON THE
 NL0442'EAST SLOPE OF A HILL, AND AT THE EAST END OF A CUT IN THE GRADE
 NL0442'OF THE HIGHWAY, 68 YARDS (PACED) WEST OF A GROVE OF WILLOW
 NL0442'TREES, 49 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 NL0442'WEST OF THE CENTER LINE OF A TRAIL ROAD LEADING NORTH INTO A
 NL0442'FIELD, 12 FEET WEST OF THE WEST GATE POST, 1.4 FEET SOUTH OF
 NL0442'A FENCE LINE, 1.4 FEET EAST OF A REFERENCE POST, AND SET IN
 NL0442'THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NL0442'THE GROUND.
 NL0442
 NL0442                          STATION RECOVERY (1982)
 NL0442
 NL0442'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 NL0442'1.5 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0550 ***********************************************************************
 OP0550  DESIGNATION -  L 16
 OP0550  PID         -  OP0550
 OP0550  STATE/COUNTY-  IA/O BRIEN
 OP0550  USGS QUAD   -  SHELDON (1964)
 OP0550
 OP0550                         *CURRENT SURVEY CONTROL
 OP0550  ___________________________________________________________________
 OP0550* NAD 83(1986)-  43 10 39.     (N)    095 51 31.     (W)     SCALED    
 OP0550* NAVD 88     -       430.976  (meters)    1413.96   (feet)  ADJUSTED  
 OP0550  ___________________________________________________________________
 OP0550  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 OP0550  DYNAMIC HT  -         430.856 (meters)    1413.57  (feet)  COMP
 OP0550  MODELED GRAV-     980,327.8   (mgal)                       NAVD 88
 OP0550
 OP0550  VERT ORDER  -  SECOND    CLASS 0
 OP0550
 OP0550.The horizontal coordinates were scaled from a topographic map and have
 OP0550.an estimated accuracy of +/- 6 seconds.
 OP0550
 OP0550.The orthometric height was determined by differential leveling
 OP0550.and adjusted by the National Geodetic Survey in June 1991..
 OP0550
 OP0550.The geoid height was determined by GEOID03.
 OP0550
 OP0550.The dynamic height is computed by dividing the NAVD 88
 OP0550.geopotential number by the normal gravity value computed on the
 OP0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0550.degrees latitude (g = 980.6199 gals.).
 OP0550
 OP0550.The modeled gravity was interpolated from observed gravity values.
 OP0550
 OP0550;                    North         East    Units  Estimated Accuracy
 OP0550;SPC IA N     - 1,189,010.    1,308,260.      MT  (+/- 180 meters Scaled)
 OP0550
 OP0550                          SUPERSEDED SURVEY CONTROL
 OP0550
 OP0550  NGVD 29 (??/??/92)  430.789  (m)         1413.35   (f) ADJ UNCH    2 0
 OP0550
 OP0550.Superseded values are not recommended for survey control.
 OP0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0550.See file dsdata.txt to determine how the superseded data were derived.
 OP0550
 OP0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH676844(NAD 83)
 OP0550_MARKER: DB = BENCH MARK DISK
 OP0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0550_STAMPING: L 16 1934
 OP0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0550+STABILITY: SURFACE MOTION
 OP0550
 OP0550  HISTORY     - Date     Condition        Report By
 OP0550  HISTORY     - 1934     MONUMENTED       CGS
 OP0550  HISTORY     - 1934     GOOD             NGS
 OP0550
 OP0550                          STATION DESCRIPTION
 OP0550
 OP0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0550'IN SHELDON.
 OP0550'AT SHELDON, OBRIEN COUNTY, AT THE JUNCTION OF THE CHICAGO, ST. PAUL,
 OP0550'MINNEAPOLIS AND OMAHA RAILWAY AND THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OP0550'PACIFIC RAILROAD, 63.6 FEET WEST OF THE WEST CORNER OF THE STATION,
 OP0550'30.8 FEET NORTH OF THE NORTH RAIL OF THE C.M.ST.P. AND P.R.R., 25.7
 OP0550'FEET WEST OF THE WEST RAIL OF THE C.ST.P.M. AND O.RY., AND IN LINE
 OP0550'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED L 16 1934 AND SET IN
 OP0550'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0130 ***********************************************************************
 MK0130  DESIGNATION -  L 160
 MK0130  PID         -  MK0130
 MK0130  STATE/COUNTY-  IA/MONONA
 MK0130  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0130
 MK0130                         *CURRENT SURVEY CONTROL
 MK0130  ___________________________________________________________________
 MK0130* NAD 83(1986)-  41 51 50.     (N)    096 01 06.     (W)     SCALED    
 MK0130* NAVD 88     -       314.878  (meters)    1033.06   (feet)  ADJUSTED  
 MK0130  ___________________________________________________________________
 MK0130  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 MK0130  DYNAMIC HT  -         314.755 (meters)    1032.66  (feet)  COMP
 MK0130  MODELED GRAV-     980,223.5   (mgal)                       NAVD 88
 MK0130
 MK0130  VERT ORDER  -  SECOND    CLASS 0
 MK0130
 MK0130.The horizontal coordinates were scaled from a topographic map and have
 MK0130.an estimated accuracy of +/- 6 seconds.
 MK0130
 MK0130.The orthometric height was determined by differential leveling
 MK0130.and adjusted by the National Geodetic Survey in June 1991..
 MK0130
 MK0130.The geoid height was determined by GEOID03.
 MK0130
 MK0130.The dynamic height is computed by dividing the NAVD 88
 MK0130.geopotential number by the normal gravity value computed on the
 MK0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0130.degrees latitude (g = 980.6199 gals.).
 MK0130
 MK0130.The modeled gravity was interpolated from observed gravity values.
 MK0130
 MK0130;                    North         East    Units  Estimated Accuracy
 MK0130;SPC IA N     - 1,043,530.    1,290,930.      MT  (+/- 180 meters Scaled)
 MK0130
 MK0130                          SUPERSEDED SURVEY CONTROL
 MK0130
 MK0130  NGVD 29 (??/??/92)  314.730  (m)         1032.58   (f) ADJ UNCH    2 0
 MK0130
 MK0130.Superseded values are not recommended for survey control.
 MK0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0130.See file dsdata.txt to determine how the superseded data were derived.
 MK0130
 MK0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM474389(NAD 83)
 MK0130_MARKER: DB = BENCH MARK DISK
 MK0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0130_STAMPING: L 160 1949
 MK0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0130+STABILITY: SURFACE MOTION
 MK0130
 MK0130  HISTORY     - Date     Condition        Report By
 MK0130  HISTORY     - 1949     MONUMENTED       CGS
 MK0130  HISTORY     - 1981     GOOD             LOCENG
 MK0130
 MK0130                          STATION DESCRIPTION
 MK0130
 MK0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0130'4 MI NE FROM LITTLE SIOUX.
 MK0130'1.2 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 MK0130'LITTLE SIOUX, THENCE 0.25 MILE EAST ALONG A GRADED DIRT ROAD,
 MK0130'THENCE 2.5 MILES NORTH ALONG A GRADED DIRT ROAD, 0.1 MILE EAST
 MK0130'OF A BRIDGE OVER HARRISON DITCH, AT THE CORA MELDEMAN FARM, 53
 MK0130'FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD LEADING EAST, 40
 MK0130'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE MELDMAN FARMHOUSE,
 MK0130'12.7 FEET NORTH OF A 10-INCH MAPLE TREE, 1.6 FEET WEST OF A YARD
 MK0130'FENCE, 1.4 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF
 MK0130'A 5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MK0130
 MK0130                          STATION RECOVERY (1981)
 MK0130
 MK0130'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MK0130'10 INCH MAPLE TREE IS NOW, 30 INCH MAPLE TREE. NO YARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0429 ***********************************************************************
 MJ0429  DESIGNATION -  L 161
 MJ0429  PID         -  MJ0429
 MJ0429  STATE/COUNTY-  IA/MONTGOMERY
 MJ0429  USGS QUAD   -  RED OAK NORTH (1978)
 MJ0429
 MJ0429                         *CURRENT SURVEY CONTROL
 MJ0429  ___________________________________________________________________
 MJ0429* NAD 83(1986)-  41 00 05.     (N)    095 13 53.     (W)     SCALED    
 MJ0429* NAVD 88     -       329.518  (meters)    1081.09   (feet)  ADJUSTED  
 MJ0429  ___________________________________________________________________
 MJ0429  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 MJ0429  DYNAMIC HT  -         329.358 (meters)    1080.57  (feet)  COMP
 MJ0429  MODELED GRAV-     980,130.9   (mgal)                       NAVD 88
 MJ0429
 MJ0429  VERT ORDER  -  SECOND    CLASS 0
 MJ0429
 MJ0429.The horizontal coordinates were scaled from a topographic map and have
 MJ0429.an estimated accuracy of +/- 6 seconds.
 MJ0429
 MJ0429.The orthometric height was determined by differential leveling
 MJ0429.and adjusted by the National Geodetic Survey in June 1991..
 MJ0429
 MJ0429.The geoid height was determined by GEOID03.
 MJ0429
 MJ0429.The dynamic height is computed by dividing the NAVD 88
 MJ0429.geopotential number by the normal gravity value computed on the
 MJ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0429.degrees latitude (g = 980.6199 gals.).
 MJ0429
 MJ0429.The modeled gravity was interpolated from observed gravity values.
 MJ0429
 MJ0429;                    North         East    Units  Estimated Accuracy
 MJ0429;SPC IA S     -   112,650.      354,350.      MT  (+/- 180 meters Scaled)
 MJ0429
 MJ0429                          SUPERSEDED SURVEY CONTROL
 MJ0429
 MJ0429  NGVD 29 (??/??/92)  329.427  (m)         1080.80   (f) ADJ UNCH    2 0
 MJ0429
 MJ0429.Superseded values are not recommended for survey control.
 MJ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0429.See file dsdata.txt to determine how the superseded data were derived.
 MJ0429
 MJ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF123413(NAD 83)
 MJ0429_MARKER: DB = BENCH MARK DISK
 MJ0429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0429_SP_SET: CONCRETE BASE
 MJ0429_STAMPING: L 161 1949
 MJ0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0429
 MJ0429  HISTORY     - Date     Condition        Report By
 MJ0429  HISTORY     - 1949     MONUMENTED       CGS
 MJ0429  HISTORY     - 1976     GOOD             USGS
 MJ0429
 MJ0429                          STATION DESCRIPTION
 MJ0429
 MJ0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0429'AT RED OAK.
 MJ0429'AT RED OAK, 82 YARDS (PACED) SOUTH OF THE SOUTHWEST CORNER OF
 MJ0429'THE CHICAGO, BURLINGTON AND QUINCY RAILWAY STATION AT RED OAK,
 MJ0429'SET IN THE NORTHEAST CORNER OF A CONCRETE BASE SURROUNDING A
 MJ0429'STEEL CASING OF A WATER TANK, 5.5 FEET SOUTH OF THE NORTHEAST
 MJ0429'LEG SUPPORTING THE WATER TANK, 1.2 FEET SOUTH OF THE NORTHEAST
 MJ0429'CORNER OF THE CONCRETE BASE, AND 1.0 FOOT ABOVE THE GROUND.
 MJ0429
 MJ0429                          STATION RECOVERY (1976)
 MJ0429
 MJ0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MJ0429'MARK IS SOUTHWEST OF SOUTHWEST CORNER OF B. N. STATION. ALSO MARK IS
 MJ0429'57 FEET SOUTH AND 155 EAST OF CENTERLINE OF SOUTH TRACK AT OVERPASS
 MJ0429'OVER IOWA HIGHWAY 48.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0063 ***********************************************************************
 MJ0063  DESIGNATION -  L 162
 MJ0063  PID         -  MJ0063
 MJ0063  STATE/COUNTY-  IA/GUTHRIE
 MJ0063  USGS QUAD   -  MENLO (1982)
 MJ0063
 MJ0063                         *CURRENT SURVEY CONTROL
 MJ0063  ___________________________________________________________________
 MJ0063* NAD 83(1986)-  41 32 36.     (N)    094 24 50.     (W)     SCALED    
 MJ0063* NAVD 88     -       382.106  (meters)    1253.63   (feet)  ADJUSTED  
 MJ0063  ___________________________________________________________________
 MJ0063  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 MJ0063  DYNAMIC HT  -         381.960 (meters)    1253.15  (feet)  COMP
 MJ0063  MODELED GRAV-     980,229.0   (mgal)                       NAVD 88
 MJ0063
 MJ0063  VERT ORDER  -  FIRST     CLASS II
 MJ0063
 MJ0063.The horizontal coordinates were scaled from a topographic map and have
 MJ0063.an estimated accuracy of +/- 6 seconds.
 MJ0063
 MJ0063.The orthometric height was determined by differential leveling
 MJ0063.and adjusted by the National Geodetic Survey in June 1991..
 MJ0063
 MJ0063.The geoid height was determined by GEOID03.
 MJ0063
 MJ0063.The dynamic height is computed by dividing the NAVD 88
 MJ0063.geopotential number by the normal gravity value computed on the
 MJ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0063.degrees latitude (g = 980.6199 gals.).
 MJ0063
 MJ0063.The modeled gravity was interpolated from observed gravity values.
 MJ0063
 MJ0063;                    North         East    Units  Estimated Accuracy
 MJ0063;SPC IA S     -   171,790.      423,750.      MT  (+/- 180 meters Scaled)
 MJ0063
 MJ0063                          SUPERSEDED SURVEY CONTROL
 MJ0063
 MJ0063  NGVD 29 (??/??/92)  382.058  (m)         1253.47   (f) ADJ UNCH    1 2
 MJ0063
 MJ0063.Superseded values are not recommended for survey control.
 MJ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0063.See file dsdata.txt to determine how the superseded data were derived.
 MJ0063
 MJ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG820000(NAD 83)
 MJ0063_MARKER: DB = BENCH MARK DISK
 MJ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0063_STAMPING: L 162 1950
 MJ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0063+STABILITY: SURFACE MOTION
 MJ0063
 MJ0063  HISTORY     - Date     Condition        Report By
 MJ0063  HISTORY     - 1950     MONUMENTED       CGS
 MJ0063
 MJ0063                          STATION DESCRIPTION
 MJ0063
 MJ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0063'2 MI N FROM MENLO.
 MJ0063'0.75 MILE NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0063'RAILROAD FROM THE STATION AT MENLO, THENCE 1.25 MILES NORTH
 MJ0063'ALONG COUNTY ROAD K, ON THE OUTSIDE OF A CURVE IN THE COUNTY
 MJ0063'ROAD, AT A JUNCTION WITH A PRIVATE ROAD LEADING NORTH, 66 FEET
 MJ0063'NORTHEAST OF THE CENTER LINE OF THE COUNTY ROAD, 39 FEET SOUTH
 MJ0063'OF A FENCE CORNER, 16 FEET EAST OF THE CENTER LINE OF THE PRIVATE
 MJ0063'ROAD, 0.9 FOOT WEST OF A FENCE, 1.9 FEET NORTH OF A WITNESS
 MJ0063'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MJ0063'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0163 ***********************************************************************
 MJ0163  DESIGNATION -  L 163
 MJ0163  PID         -  MJ0163
 MJ0163  STATE/COUNTY-  IA/CASS
 MJ0163  USGS QUAD   -  ANITA (1971)
 MJ0163
 MJ0163                         *CURRENT SURVEY CONTROL
 MJ0163  ___________________________________________________________________
 MJ0163* NAD 83(1986)-  41 24 28.     (N)    094 52 19.     (W)     SCALED    
 MJ0163* NAVD 88     -       367.352  (meters)    1205.22   (feet)  ADJUSTED  
 MJ0163  ___________________________________________________________________
 MJ0163  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 MJ0163  DYNAMIC HT  -         367.217 (meters)    1204.78  (feet)  COMP
 MJ0163  MODELED GRAV-     980,245.4   (mgal)                       NAVD 88
 MJ0163
 MJ0163  VERT ORDER  -  FIRST     CLASS II
 MJ0163
 MJ0163.The horizontal coordinates were scaled from a topographic map and have
 MJ0163.an estimated accuracy of +/- 6 seconds.
 MJ0163
 MJ0163.The orthometric height was determined by differential leveling
 MJ0163.and adjusted by the National Geodetic Survey in June 1991..
 MJ0163
 MJ0163.The geoid height was determined by GEOID03.
 MJ0163
 MJ0163.The dynamic height is computed by dividing the NAVD 88
 MJ0163.geopotential number by the normal gravity value computed on the
 MJ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0163.degrees latitude (g = 980.6199 gals.).
 MJ0163
 MJ0163.The modeled gravity was interpolated from observed gravity values.
 MJ0163
 MJ0163;                    North         East    Units  Estimated Accuracy
 MJ0163;SPC IA S     -   157,240.      385,300.      MT  (+/- 180 meters Scaled)
 MJ0163
 MJ0163                          SUPERSEDED SURVEY CONTROL
 MJ0163
 MJ0163  NGVD 29 (??/??/92)  367.299  (m)         1205.05   (f) ADJ UNCH    1 2
 MJ0163
 MJ0163.Superseded values are not recommended for survey control.
 MJ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0163.See file dsdata.txt to determine how the superseded data were derived.
 MJ0163
 MJ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF435857(NAD 83)
 MJ0163_MARKER: DB = BENCH MARK DISK
 MJ0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0163_SP_SET: BRIDGE
 MJ0163_STAMPING: L 163 1950
 MJ0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0163
 MJ0163  HISTORY     - Date     Condition        Report By
 MJ0163  HISTORY     - 1950     MONUMENTED       CGS
 MJ0163
 MJ0163                          STATION DESCRIPTION
 MJ0163
 MJ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0163'1.1 MI NE FROM WIOTA.
 MJ0163'1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE SCHOOL AT
 MJ0163'WIOTA, AT THE INTERSECTION OF THE HIGHWAY AND COUNTY ROAD K,
 MJ0163'38 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET EAST
 MJ0163'OF THE CENTER LINE OF THE COUNTY ROAD, 71 FEET NORTHEAST OF
 MJ0163'HIGHWAY STATION 311, LEVEL WITH THE HIGHWAY, SET IN THE TOP OF THE
 MJ0163'SOUTH END OF THE NORTH WINGWALL OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0532 ***********************************************************************
 OP0532  DESIGNATION -  L 17
 OP0532  PID         -  OP0532
 OP0532  STATE/COUNTY-  IA/O BRIEN
 OP0532  USGS QUAD   -  SHELDON (1964)
 OP0532
 OP0532                         *CURRENT SURVEY CONTROL
 OP0532  ___________________________________________________________________
 OP0532* NAD 83(1986)-  43 10 42.     (N)    095 45 45.     (W)     SCALED    
 OP0532* NAVD 88     -       431.846  (meters)    1416.81   (feet)  ADJUSTED  
 OP0532  ___________________________________________________________________
 OP0532  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 OP0532  DYNAMIC HT  -         431.721 (meters)    1416.40  (feet)  COMP
 OP0532  MODELED GRAV-     980,318.5   (mgal)                       NAVD 88
 OP0532
 OP0532  VERT ORDER  -  SECOND    CLASS 0
 OP0532
 OP0532.The horizontal coordinates were scaled from a topographic map and have
 OP0532.an estimated accuracy of +/- 6 seconds.
 OP0532
 OP0532.The orthometric height was determined by differential leveling
 OP0532.and adjusted by the National Geodetic Survey in June 1991..
 OP0532
 OP0532.The geoid height was determined by GEOID03.
 OP0532
 OP0532.The dynamic height is computed by dividing the NAVD 88
 OP0532.geopotential number by the normal gravity value computed on the
 OP0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0532.degrees latitude (g = 980.6199 gals.).
 OP0532
 OP0532.The modeled gravity was interpolated from observed gravity values.
 OP0532
 OP0532;                    North         East    Units  Estimated Accuracy
 OP0532;SPC IA N     - 1,188,890.    1,316,070.      MT  (+/- 180 meters Scaled)
 OP0532
 OP0532                          SUPERSEDED SURVEY CONTROL
 OP0532
 OP0532  NGVD 29 (??/??/92)  431.666  (m)         1416.22   (f) ADJ UNCH    2 0
 OP0532
 OP0532.Superseded values are not recommended for survey control.
 OP0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0532.See file dsdata.txt to determine how the superseded data were derived.
 OP0532
 OP0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH754843(NAD 83)
 OP0532_MARKER: DB = BENCH MARK DISK
 OP0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0532_STAMPING: L 17 1934
 OP0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0532+STABILITY: SURFACE MOTION
 OP0532
 OP0532  HISTORY     - Date     Condition        Report By
 OP0532  HISTORY     - 1934     MONUMENTED       CGS
 OP0532
 OP0532                          STATION DESCRIPTION
 OP0532
 OP0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0532'4.7 MI E FROM SHELDON.
 OP0532'4.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0532'RAILROAD FROM THE STATION AT SHELDON, OBRIEN COUNTY, 0.2 MILE EAST OF
 OP0532'THE ELEVATOR AT EVANDER, 65.0 FEET SOUTHWEST OF A COUNTY-ROAD
 OP0532'CROSSING, 45.1 FEET SOUTH OF THE SOUTH RAIL, 9.0 FEET WEST OF A
 OP0532'RIGHT-OF-WAY FENCE CORNER, AND 1.6 FEET NORTH OF THE FENCE.  A
 OP0532'STANDARD DISK, STAMPED L 17 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0532'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0115 ***********************************************************************
 NJ0115  DESIGNATION -  L 175
 NJ0115  PID         -  NJ0115
 NJ0115  STATE/COUNTY-  IA/JACKSON
 NJ0115  USGS QUAD   -  GREEN ISLAND (1975)
 NJ0115
 NJ0115                         *CURRENT SURVEY CONTROL
 NJ0115  ___________________________________________________________________
 NJ0115* NAD 83(1986)-  42 09 51.     (N)    090 20 07.     (W)     SCALED    
 NJ0115* NAVD 88     -       187.035  (meters)     613.63   (feet)  ADJUSTED  
 NJ0115  ___________________________________________________________________
 NJ0115  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 NJ0115  DYNAMIC HT  -         186.971 (meters)     613.42  (feet)  COMP
 NJ0115  MODELED GRAV-     980,280.7   (mgal)                       NAVD 88
 NJ0115
 NJ0115  VERT ORDER  -  FIRST     CLASS I
 NJ0115
 NJ0115.The horizontal coordinates were scaled from a topographic map and have
 NJ0115.an estimated accuracy of +/- 6 seconds.
 NJ0115
 NJ0115.The orthometric height was determined by differential leveling
 NJ0115.and adjusted by the National Geodetic Survey in June 1991..
 NJ0115
 NJ0115.The geoid height was determined by GEOID03.
 NJ0115
 NJ0115.The dynamic height is computed by dividing the NAVD 88
 NJ0115.geopotential number by the normal gravity value computed on the
 NJ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0115.degrees latitude (g = 980.6199 gals.).
 NJ0115
 NJ0115.The modeled gravity was interpolated from observed gravity values.
 NJ0115
 NJ0115;                    North         East    Units  Estimated Accuracy
 NJ0115;SPC IA N     - 1,078,670.    1,761,460.      MT  (+/- 180 meters Scaled)
 NJ0115
 NJ0115                          SUPERSEDED SURVEY CONTROL
 NJ0115
 NJ0115  NGVD 29 (??/??/92)  187.068  (m)          613.74   (f) ADJ UNCH    1 1
 NJ0115
 NJ0115.Superseded values are not recommended for survey control.
 NJ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0115.See file dsdata.txt to determine how the superseded data were derived.
 NJ0115
 NJ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG201714(NAD 83)
 NJ0115_MARKER: DB = BENCH MARK DISK
 NJ0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0115_SP_SET: ABUTMENT
 NJ0115_STAMPING: L 175 1970
 NJ0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0115
 NJ0115  HISTORY     - Date     Condition        Report By
 NJ0115  HISTORY     - 1970     MONUMENTED       NGS
 NJ0115  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NJ0115  HISTORY     - 19940826 MARK NOT FOUND   USPSQD
 NJ0115  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0115
 NJ0115                          STATION DESCRIPTION
 NJ0115
 NJ0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0115'8.4 MI SE FROM BELLEVUE.
 NJ0115'ABOUT 8.35 MILES SOUTHEAST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0115'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, 17 FEET
 NJ0115'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 NJ0115'THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE
 NJ0115'HIGHWAY BRIDGE OVER THE MAQUOKETA RIVER, AND ABOUT 1 FOOT ABOVE
 NJ0115'THE LEVEL OF THE HIGHWAY.  SECTION 23, T85N, R5E.
 NJ0115
 NJ0115                          STATION RECOVERY (1988)
 NJ0115
 NJ0115'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0115'MARK NOT FOUND.
 NJ0115
 NJ0115                          STATION RECOVERY (1994)
 NJ0115
 NJ0115'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0115'MARK NOT FOUND.
 NJ0115
 NJ0115                          STATION RECOVERY (2001)
 NJ0115
 NJ0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0115'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0270 ***********************************************************************
 NJ0270  DESIGNATION -  L 176
 NJ0270  PID         -  NJ0270
 NJ0270  STATE/COUNTY-  IA/DUBUQUE
 NJ0270  USGS QUAD   -  MENOMINEE (1978)
 NJ0270
 NJ0270                         *CURRENT SURVEY CONTROL
 NJ0270  ___________________________________________________________________
 NJ0270* NAD 83(1986)-  42 23 48.     (N)    090 35 19.     (W)     SCALED    
 NJ0270* NAVD 88     -       264.011  (meters)     866.18   (feet)  ADJUSTED  
 NJ0270  ___________________________________________________________________
 NJ0270  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 NJ0270  DYNAMIC HT  -         263.923 (meters)     865.89  (feet)  COMP
 NJ0270  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 NJ0270
 NJ0270  VERT ORDER  -  FIRST     CLASS I
 NJ0270
 NJ0270.The horizontal coordinates were scaled from a topographic map and have
 NJ0270.an estimated accuracy of +/- 6 seconds.
 NJ0270
 NJ0270.The orthometric height was determined by differential leveling
 NJ0270.and adjusted by the National Geodetic Survey in June 1991..
 NJ0270
 NJ0270.The geoid height was determined by GEOID03.
 NJ0270
 NJ0270.The dynamic height is computed by dividing the NAVD 88
 NJ0270.geopotential number by the normal gravity value computed on the
 NJ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0270.degrees latitude (g = 980.6199 gals.).
 NJ0270
 NJ0270.The modeled gravity was interpolated from observed gravity values.
 NJ0270
 NJ0270;                    North         East    Units  Estimated Accuracy
 NJ0270;SPC IA N     - 1,103,730.    1,739,650.      MT  (+/- 180 meters Scaled)
 NJ0270
 NJ0270                          SUPERSEDED SURVEY CONTROL
 NJ0270
 NJ0270  NGVD 29 (??/??/92)  264.049  (m)          866.30   (f) ADJ UNCH    1 1
 NJ0270
 NJ0270.Superseded values are not recommended for survey control.
 NJ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0270.See file dsdata.txt to determine how the superseded data were derived.
 NJ0270
 NJ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG984966(NAD 83)
 NJ0270_MARKER: DB = BENCH MARK DISK
 NJ0270_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0270_SP_SET: ROCK OUTCROP
 NJ0270_STAMPING: L 176 1970
 NJ0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0270+STABILITY: POSITION/ELEVATION WELL
 NJ0270
 NJ0270  HISTORY     - Date     Condition        Report By
 NJ0270  HISTORY     - 1970     MONUMENTED       NGS
 NJ0270  HISTORY     - 20060730 MARK NOT FOUND   GEOCAC
 NJ0270
 NJ0270                          STATION DESCRIPTION
 NJ0270
 NJ0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0270'9.8 MI SE FROM DUBUQUE.
 NJ0270'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0270'AT DUBUQUE, THENCE 2.45 MILES SOUTH ALONG U.S. HIGHWAYS 52,
 NJ0270'61 AND 151, THENCE 6.85 MILES SOUTHEAST ALONG U.S. HIGHWAYS 52 AND
 NJ0270'67, 44 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET
 NJ0270'IN THE TOP OF A ROCK OUTCROP, 32 FEET NORTH OF THE NORTHWEST
 NJ0270'END OF THE NORTHEAST CONCRETE HEADWALL OF A 5- X 6-FOOT CONCRETE
 NJ0270'BOX CULVERT, 5.6 FEET NORTHWEST OF A METAL WITNESS POST, AND ABOUT
 NJ0270'LEVEL WITH THE HIGHWAY.  SECTION 27, T 88N, R 3E.
 NJ0270
 NJ0270                          STATION RECOVERY (2006)
 NJ0270
 NJ0270'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0270'HIGHWAY HAS BEEN WIDENED AND A PASSING LANE ADDED. CULVERT ENDS ARE
 NJ0270'FILLED AND IT IS CONVERTED TO STORM SEWER INTAKE. FOUND METAL WITNESS
 NJ0270'POST, BUT A 10 MINUTE SEARCH OF THE AREA FAILED TO REVEAL EVIDENCE OF
 NJ0270'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0352 ***********************************************************************
 NJ0352  DESIGNATION -  L 177
 NJ0352  PID         -  NJ0352
 NJ0352  STATE/COUNTY-  IA/DUBUQUE
 NJ0352  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0352
 NJ0352                         *CURRENT SURVEY CONTROL
 NJ0352  ___________________________________________________________________
 NJ0352* NAD 83(1986)-  42 33 36.     (N)    090 44 12.     (W)     SCALED    
 NJ0352* NAVD 88     -       199.380  (meters)     654.13   (feet)  ADJUSTED  
 NJ0352  ___________________________________________________________________
 NJ0352  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 NJ0352  DYNAMIC HT  -         199.321 (meters)     653.94  (feet)  COMP
 NJ0352  MODELED GRAV-     980,319.9   (mgal)                       NAVD 88
 NJ0352
 NJ0352  VERT ORDER  -  FIRST     CLASS I
 NJ0352
 NJ0352.The horizontal coordinates were scaled from a topographic map and have
 NJ0352.an estimated accuracy of +/- 6 seconds.
 NJ0352
 NJ0352.The orthometric height was determined by differential leveling
 NJ0352.and adjusted by the National Geodetic Survey in June 1991..
 NJ0352
 NJ0352.The geoid height was determined by GEOID03.
 NJ0352
 NJ0352.The dynamic height is computed by dividing the NAVD 88
 NJ0352.geopotential number by the normal gravity value computed on the
 NJ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0352.degrees latitude (g = 980.6199 gals.).
 NJ0352
 NJ0352.The modeled gravity was interpolated from observed gravity values.
 NJ0352
 NJ0352;                    North         East    Units  Estimated Accuracy
 NJ0352;SPC IA N     - 1,121,450.    1,726,870.      MT  (+/- 180 meters Scaled)
 NJ0352
 NJ0352                          SUPERSEDED SURVEY CONTROL
 NJ0352
 NJ0352  NGVD 29 (??/??/92)  199.421  (m)          654.27   (f) ADJ UNCH    1 1
 NJ0352
 NJ0352.Superseded values are not recommended for survey control.
 NJ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0352.See file dsdata.txt to determine how the superseded data were derived.
 NJ0352
 NJ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH857144(NAD 83)
 NJ0352_MARKER: DB = BENCH MARK DISK
 NJ0352_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0352_SP_SET: ROCK LEDGE
 NJ0352_STAMPING: L 177 1970
 NJ0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0352+STABILITY: POSITION/ELEVATION WELL
 NJ0352
 NJ0352  HISTORY     - Date     Condition        Report By
 NJ0352  HISTORY     - 1970     MONUMENTED       NGS
 NJ0352  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0352
 NJ0352                          STATION DESCRIPTION
 NJ0352
 NJ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0352'1.1 MI W FROM SAGEVILLE.
 NJ0352'ABOUT 1.1 MILES WEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0352'FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE,
 NJ0352'260 FEET NORTHEAST OF THE CENTER OF A JUNCTION OF THE HIGHWAY,
 NJ0352'33 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 NJ0352'TOP OF A LEDGE IN THE SOUTHEAST FACE OF A ROCK OUTCROP IN THE CUT,
 NJ0352'96 FEET SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE BOX CULVERT,
 NJ0352'ABOUT 4 FEET ABOVE THE LEVEL OF A DITCH, 1.3 FEET ABOVE A METAL
 NJ0352'WITNESS SHIELD WHICH IS SET VERTICALLY ON THE ROCK, AND ABOUT
 NJ0352'1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 33, T90N, R2E
 NJ0352
 NJ0352                          STATION RECOVERY (2001)
 NJ0352
 NJ0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0352'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0425 ***********************************************************************
 NJ0425  DESIGNATION -  L 178
 NJ0425  PID         -  NJ0425
 NJ0425  STATE/COUNTY-  IA/DUBUQUE
 NJ0425  USGS QUAD   -  NEW VIENNA (1962)
 NJ0425
 NJ0425                         *CURRENT SURVEY CONTROL
 NJ0425  ___________________________________________________________________
 NJ0425* NAD 83(1986)-  42 36 10.     (N)    091 03 52.     (W)     SCALED    
 NJ0425* NAVD 88     -       342.167  (meters)    1122.59   (feet)  ADJUSTED  
 NJ0425  ___________________________________________________________________
 NJ0425  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 NJ0425  DYNAMIC HT  -         342.060 (meters)    1122.24  (feet)  COMP
 NJ0425  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 NJ0425
 NJ0425  VERT ORDER  -  FIRST     CLASS I
 NJ0425
 NJ0425.The horizontal coordinates were scaled from a topographic map and have
 NJ0425.an estimated accuracy of +/- 6 seconds.
 NJ0425
 NJ0425.The orthometric height was determined by differential leveling
 NJ0425.and adjusted by the National Geodetic Survey in June 1991..
 NJ0425
 NJ0425.The geoid height was determined by GEOID03.
 NJ0425
 NJ0425.The dynamic height is computed by dividing the NAVD 88
 NJ0425.geopotential number by the normal gravity value computed on the
 NJ0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0425.degrees latitude (g = 980.6199 gals.).
 NJ0425
 NJ0425.The modeled gravity was interpolated from observed gravity values.
 NJ0425
 NJ0425;                    North         East    Units  Estimated Accuracy
 NJ0425;SPC IA N     - 1,125,370.    1,699,830.      MT  (+/- 180 meters Scaled)
 NJ0425
 NJ0425                          SUPERSEDED SURVEY CONTROL
 NJ0425
 NJ0425  NGVD 29 (??/??/92)  342.204  (m)         1122.71   (f) ADJ UNCH    1 1
 NJ0425
 NJ0425.Superseded values are not recommended for survey control.
 NJ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0425.See file dsdata.txt to determine how the superseded data were derived.
 NJ0425
 NJ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH587185(NAD 83)
 NJ0425_MARKER: DB = BENCH MARK DISK
 NJ0425_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0425_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0425_STAMPING: L 178 1970
 NJ0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0425
 NJ0425  HISTORY     - Date     Condition        Report By
 NJ0425  HISTORY     - 1970     MONUMENTED       NGS
 NJ0425  HISTORY     - 20010331 GOOD             NGS
 NJ0425
 NJ0425                          STATION DESCRIPTION
 NJ0425
 NJ0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0425'0.9 MI E FROM LUXEMBURG.
 NJ0425'ABOUT 0.9 MILE EAST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0425'FROM THE HOLY TRINITY CHURCH AT LUXEMBURG, 133.8 FEET NORTHWEST
 NJ0425'OF THE NORTHWEST CORNER OF THE ALLIE F. RAUCH FARMHOUSE, 55.6
 NJ0425'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 53 FEET SOUTHWEST
 NJ0425'OF THE SOUTH END OF A 24-INCH CONCRETE TUBULAR CULVERT, 25 FEET
 NJ0425'SOUTH OF A CORNER FENCE POST, 10.4 FEET NORTHWEST OF THE MOST
 NJ0425'NORTHERLY TREE IN A ROW OF CEDAR TREES, 1.0 FOOT EAST OF A FENCE,
 NJ0425'ABOUT LEVEL WITH THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH
 NJ0425'IRON PIPE WHICH IS 1 INCH BELOW THE LEVEL OF THE GROUND.  SECTION
 NJ0425'22, T 90N, R 2W
 NJ0425
 NJ0425                          STATION RECOVERY (2001)
 NJ0425
 NJ0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0425'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0383 ***********************************************************************
 NJ0383  DESIGNATION -  L 179
 NJ0383  PID         -  NJ0383
 NJ0383  STATE/COUNTY-  IA/CLAYTON
 NJ0383  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0383
 NJ0383                         *CURRENT SURVEY CONTROL
 NJ0383  ___________________________________________________________________
 NJ0383* NAD 83(1986)-  42 44 58.     (N)    091 05 16.     (W)     SCALED    
 NJ0383* NAVD 88     -       188.356  (meters)     617.96   (feet)  ADJUSTED  
 NJ0383  ___________________________________________________________________
 NJ0383  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 NJ0383  DYNAMIC HT  -         188.305 (meters)     617.80  (feet)  COMP
 NJ0383  MODELED GRAV-     980,343.9   (mgal)                       NAVD 88
 NJ0383
 NJ0383  VERT ORDER  -  FIRST     CLASS I
 NJ0383
 NJ0383.The horizontal coordinates were scaled from a topographic map and have
 NJ0383.an estimated accuracy of +/- 6 seconds.
 NJ0383
 NJ0383.The orthometric height was determined by differential leveling
 NJ0383.and adjusted by the National Geodetic Survey in June 1991..
 NJ0383
 NJ0383.The geoid height was determined by GEOID03.
 NJ0383
 NJ0383.The dynamic height is computed by dividing the NAVD 88
 NJ0383.geopotential number by the normal gravity value computed on the
 NJ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0383.degrees latitude (g = 980.6199 gals.).
 NJ0383
 NJ0383.The modeled gravity was interpolated from observed gravity values.
 NJ0383
 NJ0383;                    North         East    Units  Estimated Accuracy
 NJ0383;SPC IA N     - 1,141,600.    1,697,460.      MT  (+/- 180 meters Scaled)
 NJ0383
 NJ0383                          SUPERSEDED SURVEY CONTROL
 NJ0383
 NJ0383  NGVD 29 (??/??/92)  188.403  (m)          618.12   (f) ADJ UNCH    1 1
 NJ0383
 NJ0383.Superseded values are not recommended for survey control.
 NJ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0383.See file dsdata.txt to determine how the superseded data were derived.
 NJ0383
 NJ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH564347(NAD 83)
 NJ0383_MARKER: DB = BENCH MARK DISK
 NJ0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0383_SP_SET: ABUTMENT LEDGE
 NJ0383_STAMPING: L 179 1970
 NJ0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0383
 NJ0383  HISTORY     - Date     Condition        Report By
 NJ0383  HISTORY     - 1970     MONUMENTED       NGS
 NJ0383
 NJ0383                          STATION DESCRIPTION
 NJ0383
 NJ0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0383'2.3 MI SE FROM GUTTENBERG.
 NJ0383'ABOUT 2.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0383'AND PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, 0.15 MILE
 NJ0383'SOUTHEAST OF MILEPOST 76, 0.15 MILE NORTHWEST OF A CROSSING OF
 NJ0383'THE RAILROAD AND A PRIVATE ROAD AT CAMP HIDEAWAY, 6.3 FEET
 NJ0383'SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE TOP OF THE SOUTHWEST
 NJ0383'END OF A CONCRETE LEDGE ON THE SOUTHEAST CONCRETE ABUTMENT OF
 NJ0383'RAILROAD BRIDGE NUMBER K 248, 2.5 FEET NORTHEAST OF THE NORTHEAST
 NJ0383'END OF A ROCK RETAINING WALL, AND ABOUT 3 1/2 FEET BELOW THE LEVEL
 NJ0383'OF THE TRACK.  SECTION 28, T92N, R2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1387 ***********************************************************************
 MJ1387  DESIGNATION -  L 180
 MJ1387  PID         -  MJ1387
 MJ1387  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1387  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1387
 MJ1387                         *CURRENT SURVEY CONTROL
 MJ1387  ___________________________________________________________________
 MJ1387* NAD 83(1986)-  41 19 58.     (N)    095 53 02.     (W)     SCALED    
 MJ1387* NAVD 88     -       301.467  (meters)     989.06   (feet)  ADJUSTED  
 MJ1387  ___________________________________________________________________
 MJ1387  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 MJ1387  DYNAMIC HT  -         301.338 (meters)     988.64  (feet)  COMP
 MJ1387  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 MJ1387
 MJ1387  VERT ORDER  -  FIRST     CLASS II
 MJ1387
 MJ1387.The horizontal coordinates were scaled from a topographic map and have
 MJ1387.an estimated accuracy of +/- 6 seconds.
 MJ1387
 MJ1387.The orthometric height was determined by differential leveling
 MJ1387.and adjusted by the National Geodetic Survey in June 1991..
 MJ1387
 MJ1387.The geoid height was determined by GEOID03.
 MJ1387
 MJ1387.The dynamic height is computed by dividing the NAVD 88
 MJ1387.geopotential number by the normal gravity value computed on the
 MJ1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1387.degrees latitude (g = 980.6199 gals.).
 MJ1387
 MJ1387.The modeled gravity was interpolated from observed gravity values.
 MJ1387
 MJ1387;                    North         East    Units  Estimated Accuracy
 MJ1387;SPC IA S     -   150,740.      300,480.      MT  (+/- 180 meters Scaled)
 MJ1387
 MJ1387                          SUPERSEDED SURVEY CONTROL
 MJ1387
 MJ1387.No superseded survey control is available for this station.
 MJ1387
 MJ1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF586797(NAD 83)
 MJ1387_MARKER: I = METAL ROD
 MJ1387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1387_SP_SET: STAINLESS STEEL ROD
 MJ1387_STAMPING: L 180 1989
 MJ1387_MARK LOGO: NGS   
 MJ1387_PROJECTION: FLUSH
 MJ1387_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1387+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 MJ1387_ROD/PIPE-DEPTH: 7.3  meters
 MJ1387
 MJ1387  HISTORY     - Date     Condition        Report By
 MJ1387  HISTORY     - 1989     MONUMENTED       NGS
 MJ1387  HISTORY     - 20020315 GOOD             JCLS
 MJ1387  HISTORY     - 20040327 GOOD             JCLS
 MJ1387  HISTORY     - 20051031 GOOD             JCLS
 MJ1387
 MJ1387                          STATION DESCRIPTION
 MJ1387
 MJ1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1387'0.9 KM (0.55 MI) WESTERLY ALONG STATE HIGHWAY 988 FROM ITS JUNCTION
 MJ1387'WITH STATE HIGHWAY 183 IN CRESCENT, THENCE 3.8 KM (2.35 MI) SOUTHERLY
 MJ1387'ALONG COUNTY ROAD L 19, 18.3 M (60.0 FT) SOUTH OF THE CENTER OF BORDEN
 MJ1387'ROAD, 17.2 M (56.4 FT) EAST OF THE CENTER OF THE ROAD, 7.4 M
 MJ1387'(24.3 FT) WEST OF THE NEAR RAIL OF THE CHICAGO AND NORTHWESTERN
 MJ1387'RAILROAD, 0.6 M (2.0 FT) SOUTH OF A UTILITY POLE, 0.6 M (2.0 FT) BELOW
 MJ1387'THE LEVEL OF THE ROAD. AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 MJ1387'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MJ1387
 MJ1387                          STATION RECOVERY (2002)
 MJ1387
 MJ1387'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MJ1387'RECOVERED IN GOOD CONDITION.
 MJ1387
 MJ1387                          STATION RECOVERY (2004)
 MJ1387
 MJ1387'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 MJ1387'RECOVERED IN GOOD CONDITION.
 MJ1387
 MJ1387                          STATION RECOVERY (2005)
 MJ1387
 MJ1387'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 MJ1387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK2145 ***********************************************************************
 MK2145  DESIGNATION -  L 181
 MK2145  PID         -  MK2145
 MK2145  STATE/COUNTY-  IA/HARRISON
 MK2145  USGS QUAD   -  MONDAMIN (1970)
 MK2145
 MK2145                         *CURRENT SURVEY CONTROL
 MK2145  ___________________________________________________________________
 MK2145* NAD 83(1986)-  41 38 10.     (N)    096 00 45.     (W)     SCALED    
 MK2145* NAVD 88     -       308.688  (meters)    1012.75   (feet)  ADJUSTED  
 MK2145  ___________________________________________________________________
 MK2145  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 MK2145  DYNAMIC HT  -         308.553 (meters)    1012.31  (feet)  COMP
 MK2145  MODELED GRAV-     980,176.7   (mgal)                       NAVD 88
 MK2145
 MK2145  VERT ORDER  -  FIRST     CLASS II
 MK2145
 MK2145.The horizontal coordinates were scaled from a topographic map and have
 MK2145.an estimated accuracy of +/- 6 seconds.
 MK2145
 MK2145.The orthometric height was determined by differential leveling
 MK2145.and adjusted by the National Geodetic Survey in June 1991..
 MK2145
 MK2145.The geoid height was determined by GEOID03.
 MK2145
 MK2145.The dynamic height is computed by dividing the NAVD 88
 MK2145.geopotential number by the normal gravity value computed on the
 MK2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2145.degrees latitude (g = 980.6199 gals.).
 MK2145
 MK2145.The modeled gravity was interpolated from observed gravity values.
 MK2145
 MK2145;                    North         East    Units  Estimated Accuracy
 MK2145;SPC IA S     -   184,720.      290,690.      MT  (+/- 180 meters Scaled)
 MK2145
 MK2145                          SUPERSEDED SURVEY CONTROL
 MK2145
 MK2145.No superseded survey control is available for this station.
 MK2145
 MK2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM488136(NAD 83)
 MK2145_MARKER: I = METAL ROD
 MK2145_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2145_SP_SET: STAINLESS STEEL ROD
 MK2145_STAMPING: L 181 1989
 MK2145_MARK LOGO: NGS   
 MK2145_PROJECTION: FLUSH
 MK2145_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2145+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2145_ROD/PIPE-DEPTH: 11.9 meters
 MK2145
 MK2145  HISTORY     - Date     Condition        Report By
 MK2145  HISTORY     - 1989     MONUMENTED       NGS
 MK2145
 MK2145                          STATION DESCRIPTION
 MK2145
 MK2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2145'1.8 KM (1.10 MI) NORTHERLY ALONG A PAVED ROAD (OLD U.S. HIGHWAY 75)
 MK2145'FROM ITS JUNCTION WITH STATE HIGHWAY 300 IN MONDALE, 13.0 M (42.7 FT)
 MK2145'EAST OF THE CENTERLINE OF THE ROAD, 10.2 M (33.5 FT) WEST OF THE NEAR
 MK2145'RAIL OF THE CHICAGO AND NORTHWESTERN RAILROAD, 9.0 M (29.5 FT) NORTH
 MK2145'OF THE EXTENED CENTER OF A DRIVEWAY, 1.1 M (3.6 FT) NORTH OF A UTILITY
 MK2145'POLE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW
 MK2145'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 MK2145'A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1439 ***********************************************************************
 LF1439  DESIGNATION -  L 182
 LF1439  PID         -  LF1439
 LF1439  STATE/COUNTY-  IA/MILLS
 LF1439  USGS QUAD   -  ROCK BLUFF (1984)
 LF1439
 LF1439                         *CURRENT SURVEY CONTROL
 LF1439  ___________________________________________________________________
 LF1439* NAD 83(1986)-  40 59 07.     (N)    095 48 31.     (W)     SCALED    
 LF1439* NAVD 88     -       291.091  (meters)     955.02   (feet)  ADJUSTED  
 LF1439  ___________________________________________________________________
 LF1439  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 LF1439  DYNAMIC HT  -         290.968 (meters)     954.62  (feet)  COMP
 LF1439  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 LF1439
 LF1439  VERT ORDER  -  FIRST     CLASS II
 LF1439
 LF1439.The horizontal coordinates were scaled from a topographic map and have
 LF1439.an estimated accuracy of +/- 6 seconds.
 LF1439
 LF1439.The orthometric height was determined by differential leveling
 LF1439.and adjusted by the National Geodetic Survey in June 1991..
 LF1439
 LF1439.The geoid height was determined by GEOID03.
 LF1439
 LF1439.The dynamic height is computed by dividing the NAVD 88
 LF1439.geopotential number by the normal gravity value computed on the
 LF1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1439.degrees latitude (g = 980.6199 gals.).
 LF1439
 LF1439.The modeled gravity was interpolated from observed gravity values.
 LF1439
 LF1439;                    North         East    Units  Estimated Accuracy
 LF1439;SPC IA S     -   111,990.      305,750.      MT  (+/- 180 meters Scaled)
 LF1439
 LF1439                          SUPERSEDED SURVEY CONTROL
 LF1439
 LF1439.No superseded survey control is available for this station.
 LF1439
 LF1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF637409(NAD 83)
 LF1439_MARKER: I = METAL ROD
 LF1439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1439_SP_SET: STAINLESS STEEL ROD
 LF1439_STAMPING: L 182 1989
 LF1439_MARK LOGO: NGS   
 LF1439_PROJECTION: FLUSH
 LF1439_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1439+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1439_ROD/PIPE-DEPTH: 33.8 meters
 LF1439
 LF1439  HISTORY     - Date     Condition        Report By
 LF1439  HISTORY     - 1989     MONUMENTED       NGS
 LF1439
 LF1439                          STATION DESCRIPTION
 LF1439
 LF1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1439'1.9 KM (1.20 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 LF1439'THE JUNCTION OF STATE HIGHWAY 385 BUSINESS IN PACIFIC JUNCTION, THENCE
 LF1439'0.8 KM (0.50 MI) WEST ALONG STATE HIGHWAY 385, THENCE 1.8 KM
 LF1439'(1.10 MI) SOUTHERLY ALONG COUNTY ROAD L 31, 0.5 KM (0.30 MI) SOUTH OF
 LF1439'A BRIDGE SPANNING KEG CREEK DITCH, 10.4 M (34.1 FT) EAST OF THE CENTER
 LF1439'OF THE ROAD, 0.6 M (2.0 FT) EAST OF A FENCE CORNER, 0.3 M (1.0 FT)
 LF1439'NORTH OF A WITNESS POST, AND LEVEL WITH THE ROAD.  NOTE--ACCESS TO THE
 LF1439'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9288 ***********************************************************************
 AE9288  DESIGNATION -  L 183
 AE9288  PID         -  AE9288
 AE9288  STATE/COUNTY-  IA/HARRISON
 AE9288  USGS QUAD   -  PISGAH (1971)
 AE9288
 AE9288                         *CURRENT SURVEY CONTROL
 AE9288  ___________________________________________________________________
 AE9288* NAD 83(1986)-  41 48 45.     (N)    095 59 16.     (W)     SCALED    
 AE9288* NAVD 88     -       364.633  (meters)    1196.30   (feet)  ADJUSTED  
 AE9288  ___________________________________________________________________
 AE9288  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AE9288  DYNAMIC HT  -         364.487 (meters)    1195.82  (feet)  COMP
 AE9288  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 AE9288
 AE9288  VERT ORDER  -  FIRST     CLASS II
 AE9288
 AE9288.The horizontal coordinates were scaled from a topographic map and have
 AE9288.an estimated accuracy of +/- 6 seconds.
 AE9288
 AE9288.The orthometric height was determined by differential leveling
 AE9288.and adjusted by the National Geodetic Survey in July 2002..
 AE9288
 AE9288.The geoid height was determined by GEOID03.
 AE9288
 AE9288.The dynamic height is computed by dividing the NAVD 88
 AE9288.geopotential number by the normal gravity value computed on the
 AE9288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9288.degrees latitude (g = 980.6199 gals.).
 AE9288
 AE9288.The modeled gravity was interpolated from observed gravity values.
 AE9288
 AE9288;                    North         East    Units  Estimated Accuracy
 AE9288;SPC IA S     -   204,240.      293,310.      MT  (+/- 180 meters Scaled)
 AE9288
 AE9288                          SUPERSEDED SURVEY CONTROL
 AE9288
 AE9288.No superseded survey control is available for this station.
 AE9288
 AE9288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG518332(NAD 83)
 AE9288_MARKER: I = METAL ROD
 AE9288_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9288_STAMPING: L 183 1997
 AE9288_MARK LOGO: NGS   
 AE9288_PROJECTION: FLUSH
 AE9288_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9288+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9288_ROD/PIPE-DEPTH: 15.8 meters
 AE9288_SLEEVE-DEPTH  : 0.9 meters
 AE9288
 AE9288  HISTORY     - Date     Condition        Report By
 AE9288  HISTORY     - 1997     MONUMENTED       NGS
 AE9288
 AE9288                          STATION DESCRIPTION
 AE9288
 AE9288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9288'3.1 KM (1.90 MI) EASTERLY ALONG MULBERRY STREET AND THEN 138TH TRAIL
 AE9288'FROM THE POST OFFICE IN LITTLE SIOUX, 22.0 M (72.2 FT) SOUTHEAST OF
 AE9288'THE EXTENDED CENTER OF THE TRAIL AND THE CENTER OF AN ENTRANCE TO A
 AE9288'FOREST SERVICE PARKING AREA, 11.6 M (38.1 FT) NORTHEAST OF THE TRAIL
 AE9288'CENTER, 4.3 M (14.1 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 AE9288'PARKING AREA, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE TRAIL, AND 1.0 M
 AE9288'(3.3 FT) NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AE9288'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AE9288'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0151 ***********************************************************************
 OP0151  DESIGNATION -  L 19
 OP0151  PID         -  OP0151
 OP0151  STATE/COUNTY-  IA/EMMET
 OP0151  USGS QUAD   -  WALLINGFORD (1972)
 OP0151
 OP0151                         *CURRENT SURVEY CONTROL
 OP0151  ___________________________________________________________________
 OP0151* NAD 83(1986)-  43 16 46.     (N)    094 46 58.     (W)     SCALED    
 OP0151* NAVD 88     -       380.728  (meters)    1249.11   (feet)  ADJUSTED  
 OP0151  ___________________________________________________________________
 OP0151  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 OP0151  DYNAMIC HT  -         380.617 (meters)    1248.74  (feet)  COMP
 OP0151  MODELED GRAV-     980,317.5   (mgal)                       NAVD 88
 OP0151
 OP0151  VERT ORDER  -  SECOND    CLASS 0
 OP0151
 OP0151.The horizontal coordinates were scaled from a topographic map and have
 OP0151.an estimated accuracy of +/- 6 seconds.
 OP0151
 OP0151.The orthometric height was determined by differential leveling
 OP0151.and adjusted by the National Geodetic Survey in June 1991..
 OP0151
 OP0151.The geoid height was determined by GEOID03.
 OP0151
 OP0151.The dynamic height is computed by dividing the NAVD 88
 OP0151.geopotential number by the normal gravity value computed on the
 OP0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0151.degrees latitude (g = 980.6199 gals.).
 OP0151
 OP0151.The modeled gravity was interpolated from observed gravity values.
 OP0151
 OP0151;                    North         East    Units  Estimated Accuracy
 OP0151;SPC IA N     - 1,198,450.    1,395,880.      MT  (+/- 180 meters Scaled)
 OP0151
 OP0151                          SUPERSEDED SURVEY CONTROL
 OP0151
 OP0151  NGVD 29 (??/??/92)  380.616  (m)         1248.74   (f) ADJ UNCH    2 0
 OP0151
 OP0151.Superseded values are not recommended for survey control.
 OP0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0151.See file dsdata.txt to determine how the superseded data were derived.
 OP0151
 OP0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH553933(NAD 83)
 OP0151_MARKER: DB = BENCH MARK DISK
 OP0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0151_STAMPING: L 19 1934
 OP0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0151+STABILITY: SURFACE MOTION
 OP0151
 OP0151  HISTORY     - Date     Condition        Report By
 OP0151  HISTORY     - 1934     MONUMENTED       CGS
 OP0151  HISTORY     - 1970     MARK NOT FOUND   USGS
 OP0151
 OP0151                          STATION DESCRIPTION
 OP0151
 OP0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0151'3.6 MI NW FROM GRAETTINGER.
 OP0151'IN EMMET COUNTY, 3.6 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND
 OP0151'AND PACIFIC RAILWAY FROM THE STATION AT GRAETTINGER, PALO ALTO COUNTY,
 OP0151'48 FEET SOUTHEAST OF THE CENTER OF A FARM ROAD, 45.6 FEET SOUTHWEST OF
 OP0151'THE SOUTHWEST RAIL OF THE MAIN TRACK, 37.6 FEET SOUTHEAST OF A FENCE
 OP0151'CORNER, 1.5 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE, AND OPPOSITE
 OP0151'MILEPOST 198.  A STANDARD DISK, STAMPED L 19 1934 AND SET IN THE TOP
 OP0151'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 OP0151
 OP0151                          STATION RECOVERY (1970)
 OP0151
 OP0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OP0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0023 ***********************************************************************
 NL0023  DESIGNATION -  L 2
 NL0023  PID         -  NL0023
 NL0023  STATE/COUNTY-  IA/WEBSTER
 NL0023  USGS QUAD   -  HUMBOLDT (1979)
 NL0023
 NL0023                         *CURRENT SURVEY CONTROL
 NL0023  ___________________________________________________________________
 NL0023* NAD 83(1986)-  42 37 48.     (N)    094 08 56.     (W)     SCALED    
 NL0023* NAVD 88     -       345.928  (meters)    1134.93   (feet)  ADJUSTED  
 NL0023  ___________________________________________________________________
 NL0023  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 NL0023  DYNAMIC HT  -         345.812 (meters)    1134.55  (feet)  COMP
 NL0023  MODELED GRAV-     980,279.1   (mgal)                       NAVD 88
 NL0023
 NL0023  VERT ORDER  -  FIRST     CLASS II
 NL0023
 NL0023.The horizontal coordinates were scaled from a topographic map and have
 NL0023.an estimated accuracy of +/- 6 seconds.
 NL0023
 NL0023.The orthometric height was determined by differential leveling
 NL0023.and adjusted by the National Geodetic Survey in June 1991..
 NL0023
 NL0023.The geoid height was determined by GEOID03.
 NL0023
 NL0023.The dynamic height is computed by dividing the NAVD 88
 NL0023.geopotential number by the normal gravity value computed on the
 NL0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0023.degrees latitude (g = 980.6199 gals.).
 NL0023
 NL0023.The modeled gravity was interpolated from observed gravity values.
 NL0023
 NL0023;                    North         East    Units  Estimated Accuracy
 NL0023;SPC IA N     - 1,125,720.    1,446,780.      MT  (+/- 180 meters Scaled)
 NL0023
 NL0023                          SUPERSEDED SURVEY CONTROL
 NL0023
 NL0023  NGVD 29 (??/??/92)  345.876  (m)         1134.76   (f) ADJ UNCH    1 2
 NL0023
 NL0023.Superseded values are not recommended for survey control.
 NL0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0023.See file dsdata.txt to determine how the superseded data were derived.
 NL0023
 NL0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH057203(NAD 83)
 NL0023_MARKER: DB = BENCH MARK DISK
 NL0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0023_STAMPING: 1134.761 L 2 1930
 NL0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0023+STABILITY: SURFACE MOTION
 NL0023
 NL0023  HISTORY     - Date     Condition        Report By
 NL0023  HISTORY     - 1930     MONUMENTED       CGS
 NL0023  HISTORY     - 1934     GOOD             NGS
 NL0023  HISTORY     - 1977     GOOD             NGS
 NL0023
 NL0023                          STATION DESCRIPTION
 NL0023
 NL0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0023'1 MI N FROM BADGER.
 NL0023'1.0 MILE NORTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 NL0023'FROM BADGER, WEBSTER COUNTY, AT A ROAD CROSSING, 80 YARDS SOUTHEAST
 NL0023'OF A WHITE SCHOOLHOUSE, 46 FEET WEST OF THE CENTERLINE OF THE
 NL0023'TRACK, 35 FEET SOUTH OF THE ROAD, AND 7 FEET SOUTH OF A POWERLINE
 NL0023'POLE.  A STANDARD DISK, STAMPED 1134.761 L 2 1930 AND SET IN THE
 NL0023'TOP OF A CONCRETE POST.
 NL0023
 NL0023                          STATION RECOVERY (1977)
 NL0023
 NL0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NL0023'DUE TO CONSTRUCTION OF NEW ROAD THIS MARK WILL BE DESTROYED. BENCH
 NL0023'MARK L 2 RESET 1977 WAS ESTABLISHED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0919 ***********************************************************************
 NL0919  DESIGNATION -  L 2 RESET
 NL0919  PID         -  NL0919
 NL0919  STATE/COUNTY-  IA/WEBSTER
 NL0919  USGS QUAD   -  HUMBOLDT (1979)
 NL0919
 NL0919                         *CURRENT SURVEY CONTROL
 NL0919  ___________________________________________________________________
 NL0919* NAD 83(1996)-  42 37 48.38014(N)    094 08 57.18571(W)     ADJUSTED  
 NL0919* NAVD 88     -       345.99   (+/-2cm)    1135.1    (feet)  VERTCON   
 NL0919  ___________________________________________________________________
 NL0919  X           -    -340,073.167 (meters)                     COMP
 NL0919  Y           -  -4,687,794.861 (meters)                     COMP
 NL0919  Z           -   4,297,574.303 (meters)                     COMP
 NL0919  LAPLACE CORR-           7.51  (seconds)                    DEFLEC99
 NL0919  ELLIP HEIGHT-         317.50  (meters)          (05/06/99) GPS OBS
 NL0919  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 NL0919
 NL0919  HORZ ORDER  -  THIRD
 NL0919  VERT ORDER  -  THIRD ? (See Below)
 NL0919  ELLP ORDER  -  FOURTH    CLASS I
 NL0919
 NL0919.The horizontal coordinates were established by GPS observations
 NL0919.and adjusted by the National Geodetic Survey in May 1999..
 NL0919
 NL0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0919.The vertical order pertains to the NGVD 29 superseded value.
 NL0919
 NL0919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0919
 NL0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0919
 NL0919.The ellipsoidal height was determined by GPS observations
 NL0919.and is referenced to NAD 83.
 NL0919
 NL0919.The geoid height was determined by GEOID03.
 NL0919
 NL0919;                    North         East     Units Scale Factor Converg.
 NL0919;SPC IA N     - 1,125,732.488 1,446,749.096   MT  0.99994558   -0 26 24.0
 NL0919;UTM  15      - 4,720,380.061   405,768.656   MT  0.99970924   -0 46 42.2
 NL0919
 NL0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0919!SPC IA N     -   0.99995021  x   0.99994558  =   0.99989579
 NL0919!UTM  15      -   0.99995021  x   0.99970924  =   0.99965946
 NL0919
 NL0919                          SUPERSEDED SURVEY CONTROL
 NL0919
 NL0919  NAD 83(1996)-  42 37 48.38020(N)    094 08 57.18570(W) AD(       ) 3
 NL0919  NAD 83(1986)-  42 37 48.37715(N)    094 08 57.17787(W) AD(       ) 3
 NL0919  NGVD 29 (07/09/90)  345.94   (m)         1135.0    (f) LEVELING    3  
 NL0919
 NL0919.Superseded values are not recommended for survey control.
 NL0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0919.See file dsdata.txt to determine how the superseded data were derived.
 NL0919
 NL0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0576920380(NAD 83)
 NL0919_MARKER: DV = VERTICAL CONTROL DISK
 NL0919_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NL0919_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NL0919_STAMPING: L 2 RESET 1977
 NL0919_MARK LOGO: CGS   
 NL0919_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0919+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1989
 NL0919
 NL0919  HISTORY     - Date     Condition        Report By
 NL0919  HISTORY     - UNK      MONUMENTED
 NL0919  HISTORY     - 19890601 GOOD             NGS
 NL0919
 NL0919                          STATION DESCRIPTION
 NL0919
 NL0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NL0919'THE STATION IS LOCATED ABOUT 11.0 KM (6.85 MI) SOUTH-SOUTHEAST OF
 NL0919'HUMBOLDT, 1.6 KM (1.00 MI) NORTH OF BADGER AND ALONG THE WEST SIDE OF
 NL0919'COUNTY ROAD P 59 RIGHT-OF-WAY.  OWNERSHIP--DEPARTMENT OF
 NL0919'TRANSPORTATION, 800 LINCOLN WAY, AMES, IA 50010, PHONE (515) 239-1101.
 NL0919'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS C 56 AND P 59
 NL0919'IN BADGER, (JUST NORTH OF TWO WATER TANKS), GO NORTH ON COUNTY ROAD P
 NL0919'59 FOR 1.6 KM (1.00 MI) TO THE INTERSECTION OF A GRAVEL ROAD AND THE
 NL0919'STATION ON THE LEFT.
 NL0919'THE STATION IS A NGS VERTICAL CONTROL DISK PROJECTING 2-INCHES ABOVE
 NL0919'THE GROUND.  LOCATED 23.0 M (75.5 FT) SOUTH OF THE CENTER OF THE
 NL0919'GRAVEL ROAD, 16.4 M (53.8 FT) WEST OF THE CENTER OF COUNTY ROAD P 59,
 NL0919'0.5 M (1.6 FT) SOUTH OF A 4-INCH SQUARE CONCRETE RIGHT-OF-WAY MARKER
 NL0919'AND 0.3 M (1.0 FT) NORTH OF A METAL WITNESS POST.
 NL0919'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0521 ***********************************************************************
 OP0521  DESIGNATION -  L 20
 OP0521  PID         -  OP0521
 OP0521  STATE/COUNTY-  IA/DICKINSON
 OP0521  USGS QUAD   -  LAKE PARK (1970)
 OP0521
 OP0521                         *CURRENT SURVEY CONTROL
 OP0521  ___________________________________________________________________
 OP0521* NAD 83(1986)-  43 27 29.     (N)    095 20 15.     (W)     SCALED    
 OP0521* NAVD 88     -       451.067  (meters)    1479.88   (feet)  ADJUSTED  
 OP0521  ___________________________________________________________________
 OP0521  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 OP0521  DYNAMIC HT  -         450.949 (meters)    1479.49  (feet)  COMP
 OP0521  MODELED GRAV-     980,344.4   (mgal)                       NAVD 88
 OP0521
 OP0521  VERT ORDER  -  SECOND    CLASS 0
 OP0521
 OP0521.The horizontal coordinates were scaled from a topographic map and have
 OP0521.an estimated accuracy of +/- 6 seconds.
 OP0521
 OP0521.The orthometric height was determined by differential leveling
 OP0521.and adjusted by the National Geodetic Survey in June 1991..
 OP0521
 OP0521.The geoid height was determined by GEOID03.
 OP0521
 OP0521.The dynamic height is computed by dividing the NAVD 88
 OP0521.geopotential number by the normal gravity value computed on the
 OP0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0521.degrees latitude (g = 980.6199 gals.).
 OP0521
 OP0521.The modeled gravity was interpolated from observed gravity values.
 OP0521
 OP0521;                    North         East    Units  Estimated Accuracy
 OP0521;SPC IA N     - 1,219,120.    1,351,290.      MT  (+/- 180 meters Scaled)
 OP0521
 OP0521                          SUPERSEDED SURVEY CONTROL
 OP0521
 OP0521  NGVD 29 (??/??/92)  450.900  (m)         1479.33   (f) ADJ UNCH    2 0
 OP0521
 OP0521.Superseded values are not recommended for survey control.
 OP0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0521.See file dsdata.txt to determine how the superseded data were derived.
 OP0521
 OP0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ108143(NAD 83)
 OP0521_MARKER: DB = BENCH MARK DISK
 OP0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0521_STAMPING: L 20 1934
 OP0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0521+STABILITY: SURFACE MOTION
 OP0521
 OP0521  HISTORY     - Date     Condition        Report By
 OP0521  HISTORY     - 1934     MONUMENTED       CGS
 OP0521  HISTORY     - 1958     MARK NOT FOUND   NGS
 OP0521  HISTORY     - 1963     GOOD             NGS
 OP0521
 OP0521                          STATION DESCRIPTION
 OP0521
 OP0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OP0521'0.8 MI NW FROM LAKE PARK.
 OP0521'0.8 MILE NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC FROM THE
 OP0521'STATION AT LAKE PARK, DICKINSON COUNTY, AT A TURN OF A TRACK LEADING
 OP0521'NORTH TO WORTHINGTON FROM A PARALLEL TRACK LEADING TO SIBLEY, 75 YARDS
 OP0521'EAST OF MILEPOLE 235+20, 64 YARDS NORTHWEST OF THE NORTHWEST SWITCH OF
 OP0521'THE TRACK CONNECTING THE TWO LINES, 28 YARDS NORTHEAST OF THE
 OP0521'CENTERLINE OF A GATE IN THE RIGHT-OF-WAY FENCE, 48.6 FEET NORTHEAST OF
 OP0521'THE NORTH RAIL OF THE TRACK LEADING TO SIBLEY, AND 31 FEET NORTHEAST
 OP0521'OF THE TRACK LEADING NORTH.  A STANDARD DISK, STAMPED L 20 1934 AND
 OP0521'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 OP0521'NOTE-- MILEPOST 235+20 HAS DISAPPEARED.  MONUMENT COULD BE LOCATED
 OP0521'WHEN SNOW IS GONE AND FROST IS OUT OF GROUND.
 OP0521
 OP0521                          STATION RECOVERY (1963)
 OP0521
 OP0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OP0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0236 ***********************************************************************
 NL0236  DESIGNATION -  L 22
 NL0236  PID         -  NL0236
 NL0236  STATE/COUNTY-  IA/BUENA VISTA
 NL0236  USGS QUAD   -  ALBERT CITY (1971)
 NL0236
 NL0236                         *CURRENT SURVEY CONTROL
 NL0236  ___________________________________________________________________
 NL0236* NAD 83(1986)-  42 50 12.     (N)    094 58 06.     (W)     SCALED    
 NL0236* NAVD 88     -       412.227  (meters)    1352.45   (feet)  ADJUSTED  
 NL0236  ___________________________________________________________________
 NL0236  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 NL0236  DYNAMIC HT  -         412.091 (meters)    1352.00  (feet)  COMP
 NL0236  MODELED GRAV-     980,278.0   (mgal)                       NAVD 88
 NL0236
 NL0236  VERT ORDER  -  SECOND    CLASS 0
 NL0236
 NL0236.The horizontal coordinates were scaled from a topographic map and have
 NL0236.an estimated accuracy of +/- 6 seconds.
 NL0236
 NL0236.The orthometric height was determined by differential leveling
 NL0236.and adjusted by the National Geodetic Survey in June 1991..
 NL0236
 NL0236.The geoid height was determined by GEOID03.
 NL0236
 NL0236.The dynamic height is computed by dividing the NAVD 88
 NL0236.geopotential number by the normal gravity value computed on the
 NL0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0236.degrees latitude (g = 980.6199 gals.).
 NL0236
 NL0236.The modeled gravity was interpolated from observed gravity values.
 NL0236
 NL0236;                    North         East    Units  Estimated Accuracy
 NL0236;SPC IA N     - 1,149,520.    1,379,970.      MT  (+/- 180 meters Scaled)
 NL0236
 NL0236                          SUPERSEDED SURVEY CONTROL
 NL0236
 NL0236  NGVD 29 (??/??/92)  412.119  (m)         1352.09   (f) ADJ UNCH    2 0
 NL0236
 NL0236.Superseded values are not recommended for survey control.
 NL0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0236.See file dsdata.txt to determine how the superseded data were derived.
 NL0236
 NL0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH391445(NAD 83)
 NL0236_MARKER: DB = BENCH MARK DISK
 NL0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0236_STAMPING: L 22 1934
 NL0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0236+STABILITY: SURFACE MOTION
 NL0236
 NL0236  HISTORY     - Date     Condition        Report By
 NL0236  HISTORY     - 1934     MONUMENTED       CGS
 NL0236  HISTORY     - 1968     MARK NOT FOUND   NGS
 NL0236
 NL0236                          STATION DESCRIPTION
 NL0236
 NL0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0236'1.6 MI S FROM MARATHON.
 NL0236'1.6 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0236'PACIFIC RAILROAD FROM THE STATION AT MARATHON, BUENA VISTA
 NL0236'COUNTY, 320 YARDS SOUTH OF MILEPOST 133, 42 YARDS NORTH OF
 NL0236'A SECTION-ROAD CROSSING, AND 45.7 FEET WEST OF THE WEST RAIL.  A
 NL0236'STANDARD DISK, STAMPED L 22 1934 AND SET IN THE TOP OF A CONCRETE
 NL0236'POST PROJECTING 5 INCHES ABOVE GROUND.
 NL0236
 NL0236                          STATION RECOVERY (1968)
 NL0236
 NL0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NL0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0201 ***********************************************************************
 NL0201  DESIGNATION -  L 23
 NL0201  PID         -  NL0201
 NL0201  STATE/COUNTY-  IA/BUENA VISTA
 NL0201  USGS QUAD   -  NEWELL EAST (1979)
 NL0201
 NL0201                         *CURRENT SURVEY CONTROL
 NL0201  ___________________________________________________________________
 NL0201* NAD 83(1986)-  42 35 54.     (N)    094 57 14.     (W)     SCALED    
 NL0201* NAVD 88     -       384.480  (meters)    1261.41   (feet)  ADJUSTED  
 NL0201  ___________________________________________________________________
 NL0201  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 NL0201  DYNAMIC HT  -         384.351 (meters)    1260.99  (feet)  COMP
 NL0201  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 NL0201
 NL0201  VERT ORDER  -  SECOND    CLASS 0
 NL0201
 NL0201.The horizontal coordinates were scaled from a topographic map and have
 NL0201.an estimated accuracy of +/- 6 seconds.
 NL0201
 NL0201.The orthometric height was determined by differential leveling
 NL0201.and adjusted by the National Geodetic Survey in June 1991..
 NL0201
 NL0201.The geoid height was determined by GEOID03.
 NL0201
 NL0201.The dynamic height is computed by dividing the NAVD 88
 NL0201.geopotential number by the normal gravity value computed on the
 NL0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0201.degrees latitude (g = 980.6199 gals.).
 NL0201
 NL0201.The modeled gravity was interpolated from observed gravity values.
 NL0201
 NL0201;                    North         East    Units  Estimated Accuracy
 NL0201;SPC IA N     - 1,123,030.    1,380,690.      MT  (+/- 180 meters Scaled)
 NL0201
 NL0201                          SUPERSEDED SURVEY CONTROL
 NL0201
 NL0201  NGVD 29 (??/??/92)  384.365  (m)         1261.04   (f) ADJ UNCH    2 0
 NL0201
 NL0201.Superseded values are not recommended for survey control.
 NL0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0201.See file dsdata.txt to determine how the superseded data were derived.
 NL0201
 NL0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH397180(NAD 83)
 NL0201_MARKER: DB = BENCH MARK DISK
 NL0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0201_STAMPING: L 23 1934
 NL0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0201+STABILITY: SURFACE MOTION
 NL0201
 NL0201  HISTORY     - Date     Condition        Report By
 NL0201  HISTORY     - 1934     MONUMENTED       CGS
 NL0201
 NL0201                          STATION DESCRIPTION
 NL0201
 NL0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0201'6.1 MI W FROM FONDA.
 NL0201'IN BUENA VISTA COUNTY, 6.1 MILES WEST ALONG THE ILLINOIS CENTRAL
 NL0201'RAILROAD FROM THE STATION AT FONDA, POCAHONTAS COUNTY, 55
 NL0201'YARDS EAST OF A ROAD CROSSING, 43.9 FEET SOUTH OF THE SOUTH RAIL,
 NL0201'6.4 FEET SOUTHEAST OF A POLE, AND 1.7 FEET NORTH OF A FENCE.
 NL0201'A STANDARD DISK, STAMPED L 23 1934 AND SET IN THE TOP OF A
 NL0201'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0464 ***********************************************************************
 NL0464  DESIGNATION -  L 24
 NL0464  PID         -  NL0464
 NL0464  STATE/COUNTY-  IA/CHEROKEE
 NL0464  USGS QUAD   -  CHEROKEE SOUTH (1969)
 NL0464
 NL0464                         *CURRENT SURVEY CONTROL
 NL0464  ___________________________________________________________________
 NL0464* NAD 83(1986)-  42 44 28.     (N)    095 33 32.     (W)     SCALED    
 NL0464* NAVD 88     -       360.663  (meters)    1183.28   (feet)  ADJUSTED  
 NL0464  ___________________________________________________________________
 NL0464  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 NL0464  DYNAMIC HT  -         360.550 (meters)    1182.90  (feet)  COMP
 NL0464  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 NL0464
 NL0464  VERT ORDER  -  SECOND    CLASS 0
 NL0464
 NL0464.The horizontal coordinates were scaled from a topographic map and have
 NL0464.an estimated accuracy of +/- 6 seconds.
 NL0464
 NL0464.The orthometric height was determined by differential leveling
 NL0464.and adjusted by the National Geodetic Survey in June 1991..
 NL0464
 NL0464.The geoid height was determined by GEOID03.
 NL0464
 NL0464.The dynamic height is computed by dividing the NAVD 88
 NL0464.geopotential number by the normal gravity value computed on the
 NL0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0464.degrees latitude (g = 980.6199 gals.).
 NL0464
 NL0464.The modeled gravity was interpolated from observed gravity values.
 NL0464
 NL0464;                    North         East    Units  Estimated Accuracy
 NL0464;SPC IA N     - 1,139,910.    1,331,440.      MT  (+/- 180 meters Scaled)
 NL0464
 NL0464                          SUPERSEDED SURVEY CONTROL
 NL0464
 NL0464  NGVD 29 (??/??/92)  360.497  (m)         1182.73   (f) ADJ UNCH    2 0
 NL0464
 NL0464.Superseded values are not recommended for survey control.
 NL0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0464.See file dsdata.txt to determine how the superseded data were derived.
 NL0464
 NL0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH905352(NAD 83)
 NL0464_MARKER: DB = BENCH MARK DISK
 NL0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0464_SP_SET: BRIDGE
 NL0464_STAMPING: L 24 1934
 NL0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0464
 NL0464  HISTORY     - Date     Condition        Report By
 NL0464  HISTORY     - 1934     MONUMENTED       CGS
 NL0464  HISTORY     - 1934     GOOD             NGS
 NL0464
 NL0464                          STATION DESCRIPTION
 NL0464
 NL0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0464'0.6 MI S FROM CHEROKEE.
 NL0464'0.6 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM CHEROKEE,
 NL0464'CHEROKEE COUNTY, AT THE BRIDGE OVER LITTLE SIOUX RIVER, IN THE
 NL0464'TOP OF THE EAST END OF THE SOUTH CONCRETE PIER, 8.5 FEET WEST
 NL0464'OF THE EAST END, AND 1.8 FEET NORTH OF THE SOUTH SIDE.  A
 NL0464'STANDARD DISK, STAMPED L 24 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0378 ***********************************************************************
 NL0378  DESIGNATION -  L 25
 NL0378  PID         -  NL0378
 NL0378  STATE/COUNTY-  IA/WOODBURY
 NL0378  USGS QUAD   -  CORRECTIONVILLE (1969)
 NL0378
 NL0378                         *CURRENT SURVEY CONTROL
 NL0378  ___________________________________________________________________
 NL0378* NAD 83(1986)-  42 28 50.     (N)    095 47 15.     (W)     SCALED    
 NL0378* NAVD 88     -       342.169  (meters)    1122.60   (feet)  ADJUSTED  
 NL0378  ___________________________________________________________________
 NL0378  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 NL0378  DYNAMIC HT  -         342.056 (meters)    1122.23  (feet)  COMP
 NL0378  MODELED GRAV-     980,283.8   (mgal)                       NAVD 88
 NL0378
 NL0378  VERT ORDER  -  SECOND    CLASS 0
 NL0378
 NL0378.The horizontal coordinates were scaled from a topographic map and have
 NL0378.an estimated accuracy of +/- 6 seconds.
 NL0378
 NL0378.The orthometric height was determined by differential leveling
 NL0378.and adjusted by the National Geodetic Survey in June 1991..
 NL0378
 NL0378.The geoid height was determined by GEOID03.
 NL0378
 NL0378.The dynamic height is computed by dividing the NAVD 88
 NL0378.geopotential number by the normal gravity value computed on the
 NL0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0378.degrees latitude (g = 980.6199 gals.).
 NL0378
 NL0378.The modeled gravity was interpolated from observed gravity values.
 NL0378
 NL0378;                    North         East    Units  Estimated Accuracy
 NL0378;SPC IA N     - 1,111,460.    1,311,940.      MT  (+/- 180 meters Scaled)
 NL0378
 NL0378                          SUPERSEDED SURVEY CONTROL
 NL0378
 NL0378  NGVD 29 (??/??/92)  342.040  (m)         1122.18   (f) ADJ UNCH    2 0
 NL0378
 NL0378.Superseded values are not recommended for survey control.
 NL0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0378.See file dsdata.txt to determine how the superseded data were derived.
 NL0378
 NL0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH708068(NAD 83)
 NL0378_MARKER: DB = BENCH MARK DISK
 NL0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0378_STAMPING: L 25 1934
 NL0378_MARK LOGO: CGS   
 NL0378_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0378+STABILITY: SURFACE MOTION
 NL0378
 NL0378  HISTORY     - Date     Condition        Report By
 NL0378  HISTORY     - 1934     MONUMENTED       CGS
 NL0378  HISTORY     - 1942     GOOD             NGS
 NL0378  HISTORY     - 20000404 GOOD             AERSVC
 NL0378
 NL0378                          STATION DESCRIPTION
 NL0378
 NL0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NL0378'AT CORRECTIONVILLE.
 NL0378'AT CORRECTIONVILLE, ON THE ILLINOIS CENTRAL RAILROAD, 70 YARDS
 NL0378'NORTHWEST OF THE CROSSING OF THE CHICAGO AND NORTH WESTERN
 NL0378'RAILWAY, 92 FEET SOUTHEAST OF A ROAD CROSSING, 58.2 FEET
 NL0378'NORTHEAST OF THE NORTHEAST RAIL, AND 2.6 FEET WEST OF A CORNER
 NL0378'FENCE POST.  A STANDARD DISK, STAMPED L 25 1934 AND SET IN
 NL0378'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NL0378'BENCH MARK IS 30 FEET EAST OF PRESENT CORNER POST ON SOUTH
 NL0378'ROAD FENCE AND IN HOG-YARD, AND 45 FEET WEST OF TELEPHONE POLE.
 NL0378
 NL0378                          STATION RECOVERY (2000)
 NL0378
 NL0378'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0378'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0579 ***********************************************************************
 OP0579  DESIGNATION -  L 26
 OP0579  PID         -  OP0579
 OP0579  STATE/COUNTY-  IA/O BRIEN
 OP0579  USGS QUAD   -  GAZA (1964)
 OP0579
 OP0579                         *CURRENT SURVEY CONTROL
 OP0579  ___________________________________________________________________
 OP0579* NAD 83(1986)-  43 01 53.     (N)    095 35 03.     (W)     SCALED    
 OP0579* NAVD 88     -       462.540  (meters)    1517.52   (feet)  ADJUSTED  
 OP0579  ___________________________________________________________________
 OP0579  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 OP0579  DYNAMIC HT  -         462.394 (meters)    1517.04  (feet)  COMP
 OP0579  MODELED GRAV-     980,291.6   (mgal)                       NAVD 88
 OP0579
 OP0579  VERT ORDER  -  SECOND    CLASS 0
 OP0579
 OP0579.The horizontal coordinates were scaled from a topographic map and have
 OP0579.an estimated accuracy of +/- 6 seconds.
 OP0579
 OP0579.The orthometric height was determined by differential leveling
 OP0579.and adjusted by the National Geodetic Survey in June 1991..
 OP0579
 OP0579.The geoid height was determined by GEOID03.
 OP0579
 OP0579.The dynamic height is computed by dividing the NAVD 88
 OP0579.geopotential number by the normal gravity value computed on the
 OP0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0579.degrees latitude (g = 980.6199 gals.).
 OP0579
 OP0579.The modeled gravity was interpolated from observed gravity values.
 OP0579
 OP0579;                    North         East    Units  Estimated Accuracy
 OP0579;SPC IA N     - 1,172,200.    1,330,170.      MT  (+/- 180 meters Scaled)
 OP0579
 OP0579                          SUPERSEDED SURVEY CONTROL
 OP0579
 OP0579  NGVD 29 (??/??/92)  462.336  (m)         1516.85   (f) ADJ UNCH    2 0
 OP0579
 OP0579.Superseded values are not recommended for survey control.
 OP0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0579.See file dsdata.txt to determine how the superseded data were derived.
 OP0579
 OP0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH894675(NAD 83)
 OP0579_MARKER: DB = BENCH MARK DISK
 OP0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0579_STAMPING: L 26 1934
 OP0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0579+STABILITY: SURFACE MOTION
 OP0579
 OP0579  HISTORY     - Date     Condition        Report By
 OP0579  HISTORY     - 1934     MONUMENTED       CGS
 OP0579
 OP0579                          STATION DESCRIPTION
 OP0579
 OP0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0579'4.7 MI S FROM PRIMGHAR.
 OP0579'4.7 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 OP0579'AT PRIMGHAR, OBRIEN COUNTY, 0.7 MILE NORTH OF THE STATION AT GAZA, 51
 OP0579'YARDS NORTHWEST OF A ROAD CROSSING, 38 FEET WEST OF THE CENTERLINE OF
 OP0579'THE ROAD, 43.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 8.4 FEET
 OP0579'NORTHWEST OF A CORNER FENCE POST, AND 2.4 FEET SOUTHWEST OF A FENCE. A
 OP0579'STANDARD DISK, STAMPED L 26 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0579'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0030 ***********************************************************************
 NL0030  DESIGNATION -  L 27
 NL0030  PID         -  NL0030
 NL0030  STATE/COUNTY-  IA/POCAHONTAS
 NL0030  USGS QUAD   -  BRADGATE (1980)
 NL0030
 NL0030                         *CURRENT SURVEY CONTROL
 NL0030  ___________________________________________________________________
 NL0030* NAD 83(1986)-  42 48 20.     (N)    094 28 52.     (W)     SCALED    
 NL0030* NAVD 88     -       346.907  (meters)    1138.14   (feet)  ADJUSTED  
 NL0030  ___________________________________________________________________
 NL0030  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 NL0030  DYNAMIC HT  -         346.799 (meters)    1137.79  (feet)  COMP
 NL0030  MODELED GRAV-     980,299.6   (mgal)                       NAVD 88
 NL0030
 NL0030  VERT ORDER  -  SECOND    CLASS 0
 NL0030
 NL0030.The horizontal coordinates were scaled from a topographic map and have
 NL0030.an estimated accuracy of +/- 6 seconds.
 NL0030
 NL0030.The orthometric height was determined by differential leveling
 NL0030.and adjusted by the National Geodetic Survey in June 1991..
 NL0030
 NL0030.The geoid height was determined by GEOID03.
 NL0030
 NL0030.The dynamic height is computed by dividing the NAVD 88
 NL0030.geopotential number by the normal gravity value computed on the
 NL0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0030.degrees latitude (g = 980.6199 gals.).
 NL0030
 NL0030.The modeled gravity was interpolated from observed gravity values.
 NL0030
 NL0030;                    North         East    Units  Estimated Accuracy
 NL0030;SPC IA N     - 1,145,480.    1,419,750.      MT  (+/- 180 meters Scaled)
 NL0030
 NL0030                          SUPERSEDED SURVEY CONTROL
 NL0030
 NL0030  NGVD 29 (??/??/92)  346.842  (m)         1137.93   (f) ADJ UNCH    2 0
 NL0030
 NL0030.Superseded values are not recommended for survey control.
 NL0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0030.See file dsdata.txt to determine how the superseded data were derived.
 NL0030
 NL0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH788402(NAD 83)
 NL0030_MARKER: DB = BENCH MARK DISK
 NL0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0030_STAMPING: L 27 1934
 NL0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0030+STABILITY: SURFACE MOTION
 NL0030
 NL0030  HISTORY     - Date     Condition        Report By
 NL0030  HISTORY     - 1934     MONUMENTED       CGS
 NL0030  HISTORY     - 1976     MARK NOT FOUND   USGS
 NL0030
 NL0030                          STATION DESCRIPTION
 NL0030
 NL0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0030'2.3 MI E FROM ROLFE.
 NL0030'2.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NL0030'STATION AT ROLFE, POCAHONTAS COUNTY, ABOUT 150 YARDS EAST OF THE
 NL0030'EAST END OF BRIDGE 2579, 48.7 FEET NORTH OF THE NORTH RAIL, AND
 NL0030'1.2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 NL0030'L 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NL0030
 NL0030                          STATION RECOVERY (1976)
 NL0030
 NL0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NL0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0459 ***********************************************************************
 NK0459  FBN         -  This is a Federal Base Network Control Station.
 NK0459  DESIGNATION -  L 28
 NK0459  PID         -  NK0459
 NK0459  STATE/COUNTY-  IA/WRIGHT
 NK0459  USGS QUAD   -  CLARION (1978)
 NK0459
 NK0459                         *CURRENT SURVEY CONTROL
 NK0459  ___________________________________________________________________
 NK0459* NAD 83(1996)-  42 43 40.77545(N)    093 44 53.60570(W)     ADJUSTED  
 NK0459* NAVD 88     -       353.678  (meters)    1160.36   (feet)  ADJUSTED  
 NK0459  ___________________________________________________________________
 NK0459  X           -    -306,775.268 (meters)                     COMP
 NK0459  Y           -  -4,682,710.431 (meters)                     COMP
 NK0459  Z           -   4,305,574.691 (meters)                     COMP
 NK0459  LAPLACE CORR-           6.85  (seconds)                    DEFLEC99
 NK0459  ELLIP HEIGHT-         326.11  (meters)          (07/28/03) GPS OBS
 NK0459  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 NK0459  DYNAMIC HT  -         353.594 (meters)    1160.08  (feet)  COMP
 NK0459  MODELED GRAV-     980,371.0   (mgal)                       NAVD 88
 NK0459
 NK0459  HORZ ORDER  -  B
 NK0459  VERT ORDER  -  SECOND    CLASS 0
 NK0459  ELLP ORDER  -  FOURTH    CLASS I
 NK0459
 NK0459.The horizontal coordinates were established by GPS observations
 NK0459.and adjusted by the National Geodetic Survey in August 1997..
 NK0459
 NK0459.The orthometric height was determined by differential leveling
 NK0459.and adjusted by the National Geodetic Survey in June 1991..
 NK0459
 NK0459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0459
 NK0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0459
 NK0459.The ellipsoidal height was determined by GPS observations
 NK0459.and is referenced to NAD 83.
 NK0459
 NK0459.The geoid height was determined by GEOID03.
 NK0459
 NK0459.The dynamic height is computed by dividing the NAVD 88
 NK0459.geopotential number by the normal gravity value computed on the
 NK0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0459.degrees latitude (g = 980.6199 gals.).
 NK0459
 NK0459.The modeled gravity was interpolated from observed gravity values.
 NK0459
 NK0459;                    North         East     Units Scale Factor Converg.
 NK0459;SPC IA N     - 1,136,431.256 1,479,671.666   MT  0.99994592   -0 10 05.6
 NK0459;UTM  15      - 4,730,881.012   438,745.042   MT  0.99964616   -0 30 27.7
 NK0459
 NK0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0459!SPC IA N     -   0.99994886  x   0.99994592  =   0.99989478
 NK0459!UTM  15      -   0.99994886  x   0.99964616  =   0.99959504
 NK0459
 NK0459                          SUPERSEDED SURVEY CONTROL
 NK0459
 NK0459  ELLIP H (08/25/97)  326.17   (m)                       GP(       ) 4 1
 NK0459  NAVD 88 (08/25/97)  353.68   (m)         1160.4    (f) LEVELING    3  
 NK0459  NGVD 29 (??/??/92)  353.670  (m)         1160.33   (f) ADJ UNCH    2 0
 NK0459
 NK0459.Superseded values are not recommended for survey control.
 NK0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0459.See file dsdata.txt to determine how the superseded data were derived.
 NK0459
 NK0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH3874530881(NAD 83)
 NK0459_MARKER: DB = BENCH MARK DISK
 NK0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0459_STAMPING: L 28 1934
 NK0459_MARK LOGO: CGS   
 NK0459_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0459+STABILITY: SURFACE MOTION
 NK0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0459+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 NK0459
 NK0459  HISTORY     - Date     Condition        Report By
 NK0459  HISTORY     - 1934     MONUMENTED       CGS
 NK0459  HISTORY     - 19960313 GOOD             IADT
 NK0459  HISTORY     - 20030205 GOOD             IADT
 NK0459  HISTORY     - 20050915 GOOD             INDIV
 NK0459
 NK0459                          STATION DESCRIPTION
 NK0459
 NK0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0459'0.8 MI SW FROM CLARION.
 NK0459'0.75 MILE SOUTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NK0459'FROM THE STATION AT CLARION, WRIGHT COUNTY, 7 POLES NORTHEAST
 NK0459'OF THE FIFTEENTH POLE SOUTHWEST OF MILEPOST 345, 275 YARDS
 NK0459'SOUTHWEST OF A COUNTY ROAD CROSSING, 101.0 FEET NORTH OF THE
 NK0459'NORTH RAIL OF THE FIRST SIDETRACK, 44.9 FEET NORTH OF THE NORTH
 NK0459'RAIL OF THE MAIN TRACK, AND 1.7 FEET SOUTH OF THE RIGHT OF WAY FENCE
 NK0459'A STANDARD DISK, STAMPED L 28 1934 AND SET IN THE TOP OF A
 NK0459'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NK0459
 NK0459                          STATION RECOVERY (1996)
 NK0459
 NK0459'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SD)
 NK0459'TO REACH THE STATION FROM THE INTERSECTION OF IOWA HWY 3 (CENTRAL
 NK0459'AVENUE ) AND 10TH STREET SW ON THE WEST EDGE OF CLARION, GO SOUTH ON
 NK0459'10TH ST SW FOR 0.25 MI (0.40 KM) TO A RAILROAD CROSSING.  THE STATION
 NK0459'IS 825 FT (251.5 M) ALONG THE RAILROAD TRACKS FROM THE RR CROSSING TO
 NK0459'THE WEST, AND ON THE NORTH SIDE OF THE RAILROAD TRACKS.  IT IS LOCATED
 NK0459'NEAR THE CENTER OF THE NW1/4 OF SECTION 1, T-91-N AND R-25-W, 45 FT
 NK0459'(13.7 M) NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 123 FT (37.5 M)
 NK0459'EAST OF A CONCRETE SIGNAL BOX, AND 0.5 FT (15.2 CM) SOUTH OF A WITNESS
 NK0459'POST.  A PINK STATE HARN SURVEY SIGN WAS SET 210 M (689.0 FT) EAST OF
 NK0459'THE MONUMENT, AT THE EAST END OF A FENCE ROW, FACING 10TH STREET SW
 NK0459'(CITY) AND LEE AVE.  (COUNTY) .
 NK0459
 NK0459                          STATION RECOVERY (2003)
 NK0459
 NK0459'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (DBO)
 NK0459'RECOVERED AS DESCRIBED.
 NK0459'
 NK0459
 NK0459                          STATION RECOVERY (2005)
 NK0459
 NK0459'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BLY)
 NK0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0149 ***********************************************************************
 NK0149  DESIGNATION -  L 29
 NK0149  PID         -  NK0149
 NK0149  STATE/COUNTY-  IA/BUTLER
 NK0149  USGS QUAD   -  DUMONT SOUTH (1979)
 NK0149
 NK0149                         *CURRENT SURVEY CONTROL
 NK0149  ___________________________________________________________________
 NK0149* NAD 83(1986)-  42 44 57.     (N)    092 58 34.     (W)     SCALED    
 NK0149* NAVD 88     -       297.819  (meters)     977.09   (feet)  ADJUSTED  
 NK0149  ___________________________________________________________________
 NK0149  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 NK0149  DYNAMIC HT  -         297.713 (meters)     976.75  (feet)  COMP
 NK0149  MODELED GRAV-     980,256.8   (mgal)                       NAVD 88
 NK0149
 NK0149  VERT ORDER  -  SECOND    CLASS 0
 NK0149
 NK0149.The horizontal coordinates were scaled from a topographic map and have
 NK0149.an estimated accuracy of +/- 6 seconds.
 NK0149
 NK0149.The orthometric height was determined by differential leveling
 NK0149.and adjusted by the National Geodetic Survey in June 1991..
 NK0149
 NK0149.The geoid height was determined by GEOID03.
 NK0149
 NK0149.The dynamic height is computed by dividing the NAVD 88
 NK0149.geopotential number by the normal gravity value computed on the
 NK0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0149.degrees latitude (g = 980.6199 gals.).
 NK0149
 NK0149.The modeled gravity was interpolated from observed gravity values.
 NK0149
 NK0149;                    North         East    Units  Estimated Accuracy
 NK0149;SPC IA N     - 1,138,890.    1,542,890.      MT  (+/- 180 meters Scaled)
 NK0149
 NK0149                          SUPERSEDED SURVEY CONTROL
 NK0149
 NK0149  NGVD 29 (??/??/92)  297.803  (m)          977.04   (f) ADJ UNCH    2 0
 NK0149
 NK0149.Superseded values are not recommended for survey control.
 NK0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0149.See file dsdata.txt to determine how the superseded data were derived.
 NK0149
 NK0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH019329(NAD 83)
 NK0149_MARKER: DB = BENCH MARK DISK
 NK0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0149_STAMPING: L 29 1934
 NK0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0149+STABILITY: SURFACE MOTION
 NK0149
 NK0149  HISTORY     - Date     Condition        Report By
 NK0149  HISTORY     - 1934     MONUMENTED       CGS
 NK0149  HISTORY     - 1972     MARK NOT FOUND   USGS
 NK0149
 NK0149                          STATION DESCRIPTION
 NK0149
 NK0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0149'AT DUMONT.
 NK0149'AT DUMONT, BUTLER COUNTY, ABOUT 0.15 MILE WEST OF THE CHICAGO
 NK0149'GREAT WESTERN RAILROAD STATION, ABOUT 100 YARDS WEST OF A
 NK0149'WEST-BOUND DISTANT SIGNAL, 56.0 FEET NORTHEAST OF THE CENTER
 NK0149'OF THE INTERSECTION WITH THE CHICAGO AND NORTH WESTERN RAILWAY,
 NK0149'45.2 FEET NORTH OF THE NORTH RAIL OF THE CHICAGO GREAT WESTERN
 NK0149'RAILROAD TRACK, 13.0 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER,
 NK0149'AND 1.5 FEET SOUTH OF THE FENCE.  A STANDARD DISK STAMPED L 29
 NK0149'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 NK0149'INCHES ABOVE GROUND.
 NK0149
 NK0149                          STATION RECOVERY (1972)
 NK0149
 NK0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NK0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0074 ***********************************************************************
 NL0074  DESIGNATION -  L 3
 NL0074  PID         -  NL0074
 NL0074  STATE/COUNTY-  IA/BOONE
 NL0074  USGS QUAD   -  OGDEN (1982)
 NL0074
 NL0074                         *CURRENT SURVEY CONTROL
 NL0074  ___________________________________________________________________
 NL0074* NAD 83(1986)-  42 02 24.     (N)    094 01 51.     (W)     SCALED    
 NL0074* NAVD 88     -       334.750  (meters)    1098.26   (feet)  ADJUSTED  
 NL0074  ___________________________________________________________________
 NL0074  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 NL0074  DYNAMIC HT  -         334.654 (meters)    1097.94  (feet)  COMP
 NL0074  MODELED GRAV-     980,323.5   (mgal)                       NAVD 88
 NL0074
 NL0074  VERT ORDER  -  FIRST     CLASS II
 NL0074
 NL0074.The horizontal coordinates were scaled from a topographic map and have
 NL0074.an estimated accuracy of +/- 6 seconds.
 NL0074
 NL0074.The orthometric height was determined by differential leveling
 NL0074.and adjusted by the National Geodetic Survey in June 1991..
 NL0074
 NL0074.The geoid height was determined by GEOID03.
 NL0074
 NL0074.The dynamic height is computed by dividing the NAVD 88
 NL0074.geopotential number by the normal gravity value computed on the
 NL0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0074.degrees latitude (g = 980.6199 gals.).
 NL0074
 NL0074.The modeled gravity was interpolated from observed gravity values.
 NL0074
 NL0074;                    North         East    Units  Estimated Accuracy
 NL0074;SPC IA N     - 1,060,120.    1,456,050.      MT  (+/- 180 meters Scaled)
 NL0074
 NL0074                          SUPERSEDED SURVEY CONTROL
 NL0074
 NL0074  NGVD 29 (??/??/92)  334.733  (m)         1098.20   (f) ADJ UNCH    1 2
 NL0074
 NL0074.Superseded values are not recommended for survey control.
 NL0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0074.See file dsdata.txt to determine how the superseded data were derived.
 NL0074
 NL0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG146547(NAD 83)
 NL0074_MARKER: DB = BENCH MARK DISK
 NL0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0074_STAMPING: 1098.203 L 3 1930
 NL0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0074+STABILITY: SURFACE MOTION
 NL0074
 NL0074  HISTORY     - Date     Condition        Report By
 NL0074  HISTORY     - 1930     MONUMENTED       CGS
 NL0074  HISTORY     - 1951     GOOD             NGS
 NL0074
 NL0074                          STATION DESCRIPTION
 NL0074
 NL0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NL0074'AT OGDEN.
 NL0074'AT OGDEN, BOONE COUNTY, 100 YARDS NORTH OF THE MAIN STREET
 NL0074'U.S. HIGHWAY 30, 39 FEET WEST OF THE CENTERLINE OF SECOND
 NL0074'STREET, 5 FEET WEST OF THE WEST EDGE OF THE WEST SIDEWALK,
 NL0074'29 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 2-3/4
 NL0074'POLES WEST OF MILEPOST 214.  A STANDARD DISK, STAMPED 1098.203
 NL0074'L 3 1930 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 NL0074'GROUND AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0126 ***********************************************************************
 NK0126  DESIGNATION -  L 30
 NK0126  PID         -  NK0126
 NK0126  STATE/COUNTY-  IA/GRUNDY
 NK0126  USGS QUAD   -  LINCOLN (1971)
 NK0126
 NK0126                         *CURRENT SURVEY CONTROL
 NK0126  ___________________________________________________________________
 NK0126* NAD 83(1986)-  42 21 09.     (N)    092 42 33.     (W)     SCALED    
 NK0126* NAVD 88     -       295.117  (meters)     968.23   (feet)  ADJUSTED  
 NK0126  ___________________________________________________________________
 NK0126  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 NK0126  DYNAMIC HT  -         295.006 (meters)     967.87  (feet)  COMP
 NK0126  MODELED GRAV-     980,236.9   (mgal)                       NAVD 88
 NK0126
 NK0126  VERT ORDER  -  SECOND    CLASS 0
 NK0126
 NK0126.The horizontal coordinates were scaled from a topographic map and have
 NK0126.an estimated accuracy of +/- 6 seconds.
 NK0126
 NK0126.The orthometric height was determined by differential leveling
 NK0126.and adjusted by the National Geodetic Survey in June 1991..
 NK0126
 NK0126.The geoid height was determined by GEOID03.
 NK0126
 NK0126.The dynamic height is computed by dividing the NAVD 88
 NK0126.geopotential number by the normal gravity value computed on the
 NK0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0126.degrees latitude (g = 980.6199 gals.).
 NK0126
 NK0126.The modeled gravity was interpolated from observed gravity values.
 NK0126
 NK0126;                    North         East    Units  Estimated Accuracy
 NK0126;SPC IA N     - 1,095,000.    1,565,160.      MT  (+/- 180 meters Scaled)
 NK0126
 NK0126                          SUPERSEDED SURVEY CONTROL
 NK0126
 NK0126  NGVD 29 (??/??/92)  295.098  (m)          968.17   (f) ADJ UNCH    2 0
 NK0126
 NK0126.Superseded values are not recommended for survey control.
 NK0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0126.See file dsdata.txt to determine how the superseded data were derived.
 NK0126
 NK0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG239889(NAD 83)
 NK0126_MARKER: DB = BENCH MARK DISK
 NK0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0126_STAMPING: L 30 1934
 NK0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0126+STABILITY: SURFACE MOTION
 NK0126
 NK0126  HISTORY     - Date     Condition        Report By
 NK0126  HISTORY     - 1934     MONUMENTED       CGS
 NK0126  HISTORY     - 1972     GOOD             IAHD
 NK0126
 NK0126                          STATION DESCRIPTION
 NK0126
 NK0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0126'2 MI W FROM MORRISON.
 NK0126'2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 NK0126'FROM THE STATION AT MORRISON, GRUNDY COUNTY, 45 FEET SOUTH OF THE
 NK0126'CENTERLINE OF STATE HIGHWAY 58, 32 FEET SOUTH OF THE SOUTH RAIL.
 NK0126'A STANDARD DISK, STAMPED L 30 1934 AND SET IN THE TOP OF A
 NK0126'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 NK0126
 NK0126                          STATION RECOVERY (1972)
 NK0126
 NK0126'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1972
 NK0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0338 ***********************************************************************
 NK0338  DESIGNATION -  L 31
 NK0338  PID         -  NK0338
 NK0338  STATE/COUNTY-  IA/HARDIN
 NK0338  USGS QUAD   -  BUCKEYE WEST (1979)
 NK0338
 NK0338                         *CURRENT SURVEY CONTROL
 NK0338  ___________________________________________________________________
 NK0338* NAD 83(1986)-  42 29 46.     (N)    093 28 08.     (W)     SCALED    
 NK0338* NAVD 88     -       350.118  (meters)    1148.68   (feet)  ADJUSTED  
 NK0338  ___________________________________________________________________
 NK0338  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 NK0338  DYNAMIC HT  -         350.029 (meters)    1148.39  (feet)  COMP
 NK0338  MODELED GRAV-     980,357.9   (mgal)                       NAVD 88
 NK0338
 NK0338  VERT ORDER  -  SECOND    CLASS 0
 NK0338
 NK0338.The horizontal coordinates were scaled from a topographic map and have
 NK0338.an estimated accuracy of +/- 6 seconds.
 NK0338
 NK0338.The orthometric height was determined by differential leveling
 NK0338.and adjusted by the National Geodetic Survey in June 1991..
 NK0338
 NK0338.The geoid height was determined by GEOID03.
 NK0338
 NK0338.The dynamic height is computed by dividing the NAVD 88
 NK0338.geopotential number by the normal gravity value computed on the
 NK0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0338.degrees latitude (g = 980.6199 gals.).
 NK0338
 NK0338.The modeled gravity was interpolated from observed gravity values.
 NK0338
 NK0338;                    North         East    Units  Estimated Accuracy
 NK0338;SPC IA N     - 1,110,650.    1,502,560.      MT  (+/- 180 meters Scaled)
 NK0338
 NK0338                          SUPERSEDED SURVEY CONTROL
 NK0338
 NK0338  NGVD 29 (??/??/92)  350.125  (m)         1148.70   (f) ADJ UNCH    2 0
 NK0338
 NK0338.Superseded values are not recommended for survey control.
 NK0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0338.See file dsdata.txt to determine how the superseded data were derived.
 NK0338
 NK0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH614049(NAD 83)
 NK0338_MARKER: DB = BENCH MARK DISK
 NK0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0338_STAMPING: L 31 1934
 NK0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0338+STABILITY: SURFACE MOTION
 NK0338
 NK0338  HISTORY     - Date     Condition        Report By
 NK0338  HISTORY     - 1934     MONUMENTED       CGS
 NK0338  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0338
 NK0338                          STATION DESCRIPTION
 NK0338
 NK0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0338'3.6 MI E FROM WILLIAMS.
 NK0338'IN HARDIN COUNTY, 3.6 MILES EAST ALONG THE ILLINOIS CENTRAL
 NK0338'RAILROAD FROM THE STATION AT WILLIAMS, HAMILTON COUNTY, 273
 NK0338'YARDS EAST OF THE STATION AT WILKE, HARDIN COUNTY, 32 YARDS
 NK0338'EAST OF A SECTION-ROAD CROSSING, 43.8 FEET SOUTH OF THE SOUTH
 NK0338'RAIL OF THE MAIN TRACK, 25 FEET SOUTH OF THE SOUTH RAIL OF A
 NK0338'SIDETRACK, AND 3.2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A
 NK0338'STANDARD DISK, STAMPED L 31 1934 AND SET IN THE TOP OF A CONCRETE
 NK0338'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 NK0338
 NK0338                          STATION RECOVERY (1974)
 NK0338
 NK0338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0358 ***********************************************************************
 NK0358  DESIGNATION -  L 32
 NK0358  PID         -  NK0358
 NK0358  STATE/COUNTY-  IA/BOONE
 NK0358  USGS QUAD   -  BOONE WEST (1976)
 NK0358
 NK0358                         *CURRENT SURVEY CONTROL
 NK0358  ___________________________________________________________________
 NK0358* NAD 83(1986)-  42 03 10.     (N)    093 59 20.     (W)     SCALED    
 NK0358* NAVD 88     -       326.368  (meters)    1070.76   (feet)  ADJUSTED  
 NK0358  ___________________________________________________________________
 NK0358  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 NK0358  DYNAMIC HT  -         326.272 (meters)    1070.44  (feet)  COMP
 NK0358  MODELED GRAV-     980,315.6   (mgal)                       NAVD 88
 NK0358
 NK0358  VERT ORDER  -  SECOND    CLASS 0
 NK0358
 NK0358.The horizontal coordinates were scaled from a topographic map and have
 NK0358.an estimated accuracy of +/- 6 seconds.
 NK0358
 NK0358.The orthometric height was determined by differential leveling
 NK0358.and adjusted by the National Geodetic Survey in June 1991..
 NK0358
 NK0358.The geoid height was determined by GEOID03.
 NK0358
 NK0358.The dynamic height is computed by dividing the NAVD 88
 NK0358.geopotential number by the normal gravity value computed on the
 NK0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0358.degrees latitude (g = 980.6199 gals.).
 NK0358
 NK0358.The modeled gravity was interpolated from observed gravity values.
 NK0358
 NK0358;                    North         East    Units  Estimated Accuracy
 NK0358;SPC IA N     - 1,061,520.    1,459,530.      MT  (+/- 180 meters Scaled)
 NK0358
 NK0358                          SUPERSEDED SURVEY CONTROL
 NK0358
 NK0358  NGVD 29 (??/??/92)  326.394  (m)         1070.84   (f) ADJ UNCH    2 0
 NK0358
 NK0358.Superseded values are not recommended for survey control.
 NK0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0358.See file dsdata.txt to determine how the superseded data were derived.
 NK0358
 NK0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG181561(NAD 83)
 NK0358_MARKER: DB = BENCH MARK DISK
 NK0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0358_STAMPING: L 32 1934
 NK0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0358+STABILITY: SURFACE MOTION
 NK0358
 NK0358  HISTORY     - Date     Condition        Report By
 NK0358  HISTORY     - 1934     MONUMENTED       CGS
 NK0358
 NK0358                          STATION DESCRIPTION
 NK0358
 NK0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0358'2.8 MI E FROM OGDEN.
 NK0358'2.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0358'FROM THE STATION AT OGDEN, BOONE COUNTY, 40 YARDS EAST OF A
 NK0358'HIGHWAY BRIDGE, 34 YARDS NORTH OF THE CENTERLINE OF A ROAD,
 NK0358'21.8 FEET SOUTH OF THE SOUTH RAIL, AND 6.4 FEET WEST OF A POLE.
 NK0358'A STANDARD DISK, STAMPED L 32 1934 AND SET IN THE TOP OF A
 NK0358'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0390 ***********************************************************************
 MH0390  DESIGNATION -  L 33
 MH0390  PID         -  MH0390
 MH0390  STATE/COUNTY-  IA/POLK
 MH0390  USGS QUAD   -  ELKHART (1972)
 MH0390
 MH0390                         *CURRENT SURVEY CONTROL
 MH0390  ___________________________________________________________________
 MH0390* NAD 83(1986)-  41 45 24.     (N)    093 31 37.     (W)     SCALED    
 MH0390* NAVD 88     -       298.822  (meters)     980.39   (feet)  ADJUSTED  
 MH0390  ___________________________________________________________________
 MH0390  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 MH0390  DYNAMIC HT  -         298.696 (meters)     979.97  (feet)  COMP
 MH0390  MODELED GRAV-     980,194.2   (mgal)                       NAVD 88
 MH0390
 MH0390  VERT ORDER  -  SECOND    CLASS 0
 MH0390
 MH0390.The horizontal coordinates were scaled from a topographic map and have
 MH0390.an estimated accuracy of +/- 6 seconds.
 MH0390
 MH0390.The orthometric height was determined by differential leveling
 MH0390.and adjusted by the National Geodetic Survey in June 1991..
 MH0390
 MH0390.The geoid height was determined by GEOID03.
 MH0390
 MH0390.The dynamic height is computed by dividing the NAVD 88
 MH0390.geopotential number by the normal gravity value computed on the
 MH0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0390.degrees latitude (g = 980.6199 gals.).
 MH0390
 MH0390.The modeled gravity was interpolated from observed gravity values.
 MH0390
 MH0390;                    North         East    Units  Estimated Accuracy
 MH0390;SPC IA S     -   195,080.      497,760.      MT  (+/- 180 meters Scaled)
 MH0390
 MH0390                          SUPERSEDED SURVEY CONTROL
 MH0390
 MH0390  NGVD 29 (??/??/92)  298.795  (m)          980.30   (f) ADJ UNCH    2 0
 MH0390
 MH0390.Superseded values are not recommended for survey control.
 MH0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0390.See file dsdata.txt to determine how the superseded data were derived.
 MH0390
 MH0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG561228(NAD 83)
 MH0390_MARKER: DB = BENCH MARK DISK
 MH0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0390_STAMPING: L 33 1934
 MH0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0390+STABILITY: SURFACE MOTION
 MH0390
 MH0390  HISTORY     - Date     Condition        Report By
 MH0390  HISTORY     - 1934     MONUMENTED       CGS
 MH0390
 MH0390                          STATION DESCRIPTION
 MH0390
 MH0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0390'2 MI N FROM ENTERPRISE.
 MH0390'2.0 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0390'RAILWAY FROM THE STATION AT ENTERPRISE, POLK COUNTY, AT A ROAD
 MH0390'CROSSING, 31 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 22 FEET
 MH0390'WEST OF THE WEST RAIL, AND 25.5 FEET SOUTHEAST OF A FENCE CORNER.
 MH0390'A STANDARD DISK, STAMPED L 33 1934 AND SET IN THE TOP OF A
 MH0390'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0689 ***********************************************************************
 OO0689  DESIGNATION -  L 34
 OO0689  PID         -  OO0689
 OO0689  STATE/COUNTY-  IA/WINNEBAGO
 OO0689  USGS QUAD   -  LAKE MILLS (1972)
 OO0689
 OO0689                         *CURRENT SURVEY CONTROL
 OO0689  ___________________________________________________________________
 OO0689* NAD 83(1986)-  43 26 40.     (N)    093 30 32.     (W)     SCALED    
 OO0689* NAVD 88     -       399.447  (meters)    1310.52   (feet)  ADJUSTED  
 OO0689  ___________________________________________________________________
 OO0689  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 OO0689  DYNAMIC HT  -         399.333 (meters)    1310.14  (feet)  COMP
 OO0689  MODELED GRAV-     980,322.0   (mgal)                       NAVD 88
 OO0689
 OO0689  VERT ORDER  -  SECOND    CLASS 0
 OO0689
 OO0689.The horizontal coordinates were scaled from a topographic map and have
 OO0689.an estimated accuracy of +/- 6 seconds.
 OO0689
 OO0689.The orthometric height was determined by differential leveling
 OO0689.and adjusted by the National Geodetic Survey in June 1991..
 OO0689
 OO0689.The geoid height was determined by GEOID03.
 OO0689
 OO0689.The dynamic height is computed by dividing the NAVD 88
 OO0689.geopotential number by the normal gravity value computed on the
 OO0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0689.degrees latitude (g = 980.6199 gals.).
 OO0689
 OO0689.The modeled gravity was interpolated from observed gravity values.
 OO0689
 OO0689;                    North         East    Units  Estimated Accuracy
 OO0689;SPC IA N     - 1,215,990.    1,499,280.      MT  (+/- 180 meters Scaled)
 OO0689
 OO0689                          SUPERSEDED SURVEY CONTROL
 OO0689
 OO0689  NGVD 29 (??/??/92)  399.407  (m)         1310.39   (f) ADJ UNCH    2 0
 OO0689
 OO0689.Superseded values are not recommended for survey control.
 OO0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0689.See file dsdata.txt to determine how the superseded data were derived.
 OO0689
 OO0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ588102(NAD 83)
 OO0689_MARKER: DB = BENCH MARK DISK
 OO0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0689_STAMPING: L 34 1934
 OO0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0689+STABILITY: SURFACE MOTION
 OO0689
 OO0689  HISTORY     - Date     Condition        Report By
 OO0689  HISTORY     - 1934     MONUMENTED       CGS
 OO0689  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0689
 OO0689                          STATION DESCRIPTION
 OO0689
 OO0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0689'2.2 MI NE FROM LAKE MILLS.
 OO0689'2.2 MILES NORTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILWAY FROM
 OO0689'THE STATION AT LAKE MILLS, WINNEBAGO COUNTY, 0.2 MILE SOUTH OF
 OO0689'MILEPOST 136, AT A ROAD CROSSING, 41 FEET WEST OF THE WEST RAIL, 40
 OO0689'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 69 FEET NORTH OF THE FIRST
 OO0689'POLE SOUTH OF THE ROAD CROSSING, AND IN LINE WITH A ROW OF POLES.  A
 OO0689'STANDARD DISK, STAMPED L 34 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0689'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE MINNEAPOLIS AND ST.
 OO0689'LOUIS RAILWAY HAS BEEN MERGED WITH THE CHICAGO AND NORTHWESTERN
 OO0689'RAILWAY ON NOVEMBER 1960.
 OO0689
 OO0689                          STATION RECOVERY (1972)
 OO0689
 OO0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0644 ***********************************************************************
 OO0644  DESIGNATION -  L 35
 OO0644  PID         -  OO0644
 OO0644  STATE/COUNTY-  IA/CERRO GORDO
 OO0644  USGS QUAD   -  MASON CITY (1959)
 OO0644
 OO0644                         *CURRENT SURVEY CONTROL
 OO0644  ___________________________________________________________________
 OO0644* NAD 83(1986)-  43 14 29.     (N)    093 12 04.     (W)     SCALED    
 OO0644* NAVD 88     -       350.377  (meters)    1149.53   (feet)  ADJUSTED  
 OO0644  ___________________________________________________________________
 OO0644  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 OO0644  DYNAMIC HT  -         350.313 (meters)    1149.32  (feet)  COMP
 OO0644  MODELED GRAV-     980,426.4   (mgal)                       NAVD 88
 OO0644
 OO0644  VERT ORDER  -  SECOND    CLASS 0
 OO0644
 OO0644.The horizontal coordinates were scaled from a topographic map and have
 OO0644.an estimated accuracy of +/- 6 seconds.
 OO0644
 OO0644.The orthometric height was determined by differential leveling
 OO0644.and adjusted by the National Geodetic Survey in June 1991..
 OO0644
 OO0644.The geoid height was determined by GEOID03.
 OO0644
 OO0644.The dynamic height is computed by dividing the NAVD 88
 OO0644.geopotential number by the normal gravity value computed on the
 OO0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0644.degrees latitude (g = 980.6199 gals.).
 OO0644
 OO0644.The modeled gravity was interpolated from observed gravity values.
 OO0644
 OO0644;                    North         East    Units  Estimated Accuracy
 OO0644;SPC IA N     - 1,193,480.    1,524,280.      MT  (+/- 180 meters Scaled)
 OO0644
 OO0644                          SUPERSEDED SURVEY CONTROL
 OO0644
 OO0644  NGVD 29 (??/??/92)  350.400  (m)         1149.60   (f) ADJ UNCH    2 0
 OO0644
 OO0644.Superseded values are not recommended for survey control.
 OO0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0644.See file dsdata.txt to determine how the superseded data were derived.
 OO0644
 OO0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH836876(NAD 83)
 OO0644_MARKER: DB = BENCH MARK DISK
 OO0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0644_STAMPING: L 35 1934
 OO0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0644+STABILITY: SURFACE MOTION
 OO0644
 OO0644  HISTORY     - Date     Condition        Report By
 OO0644  HISTORY     - 1934     MONUMENTED       CGS
 OO0644  HISTORY     - 20000925 MARK NOT FOUND   AERSVC
 OO0644
 OO0644                          STATION DESCRIPTION
 OO0644
 OO0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0644'5.8 MI N FROM MASON CITY.
 OO0644'5.8 MILES NORTH ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0644'STATION AT MASON CITY, CERRO GORDO COUNTY, 449 YARDS SOUTH OF MILEPOST
 OO0644'52+15, 67 YARDS SOUTH OF A COUNTY-ROAD CROSSING, 173 FEET SOUTH OF A
 OO0644'FENCE CORNER, 46 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND 1.5
 OO0644'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 35
 OO0644'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 OO0644'GROUND.
 OO0644
 OO0644                          STATION RECOVERY (2000)
 OO0644
 OO0644'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 OO0644'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0291 ***********************************************************************
 OO0291  DESIGNATION -  L 36
 OO0291  PID         -  OO0291
 OO0291  STATE/COUNTY-  IA/FLOYD
 OO0291  USGS QUAD   -  CHARLES CITY (1971)
 OO0291
 OO0291                         *CURRENT SURVEY CONTROL
 OO0291  ___________________________________________________________________
 OO0291* NAD 83(1986)-  43 05 00.     (N)    092 42 46.     (W)     SCALED    
 OO0291* NAVD 88     -       318.531  (meters)    1045.05   (feet)  ADJUSTED  
 OO0291  ___________________________________________________________________
 OO0291  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 OO0291  DYNAMIC HT  -         318.431 (meters)    1044.72  (feet)  COMP
 OO0291  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 OO0291
 OO0291  VERT ORDER  -  SECOND    CLASS 0
 OO0291
 OO0291.The horizontal coordinates were scaled from a topographic map and have
 OO0291.an estimated accuracy of +/- 6 seconds.
 OO0291
 OO0291.The orthometric height was determined by differential leveling
 OO0291.and adjusted by the National Geodetic Survey in June 1991..
 OO0291
 OO0291.The geoid height was determined by GEOID03.
 OO0291
 OO0291.The dynamic height is computed by dividing the NAVD 88
 OO0291.geopotential number by the normal gravity value computed on the
 OO0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0291.degrees latitude (g = 980.6199 gals.).
 OO0291
 OO0291.The modeled gravity was interpolated from observed gravity values.
 OO0291
 OO0291;                    North         East    Units  Estimated Accuracy
 OO0291;SPC IA N     - 1,176,170.    1,564,100.      MT  (+/- 180 meters Scaled)
 OO0291
 OO0291                          SUPERSEDED SURVEY CONTROL
 OO0291
 OO0291  NGVD 29 (??/??/92)  318.516  (m)         1045.00   (f) ADJ UNCH    2 0
 OO0291
 OO0291.Superseded values are not recommended for survey control.
 OO0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0291.See file dsdata.txt to determine how the superseded data were derived.
 OO0291
 OO0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH233701(NAD 83)
 OO0291_MARKER: DB = BENCH MARK DISK
 OO0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0291_STAMPING: L 36 1934
 OO0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0291+STABILITY: SURFACE MOTION
 OO0291
 OO0291  HISTORY     - Date     Condition        Report By
 OO0291  HISTORY     - 1934     MONUMENTED       CGS
 OO0291  HISTORY     - 1971     MARK NOT FOUND   USGS
 OO0291
 OO0291                          STATION DESCRIPTION
 OO0291
 OO0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0291'2.3 MI W FROM CHARLES CITY.
 OO0291'2.3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0291'RAILROAD FROM THE STATION AT CHARLES CITY, FLOYD COUNTY, 45.4 FEET
 OO0291'SOUTH OF THE SOUTH RAIL, AND 3.5 FEET NORTH OF THE RIGHT OF WAY FENCE.
 OO0291'A STANDARD DISK, STAMPED L 36 1934 AND SET IN THE TOP OF A CONCRETE
 OO0291'POST PROJECTING 4 INCHES ABOVE GROUND.
 OO0291
 OO0291                          STATION RECOVERY (1971)
 OO0291
 OO0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OO0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0479 ***********************************************************************
 ON0479  DESIGNATION -  L 37
 ON0479  PID         -  ON0479
 ON0479  STATE/COUNTY-  IA/WINNESHIEK
 ON0479  USGS QUAD   -  FORT ATKINSON (1981)
 ON0479
 ON0479                         *CURRENT SURVEY CONTROL
 ON0479  ___________________________________________________________________
 ON0479* NAD 83(1986)-  43 08 16.     (N)    091 57 55.     (W)     SCALED    
 ON0479* NAVD 88     -       318.259  (meters)    1044.15   (feet)  ADJUSTED  
 ON0479  ___________________________________________________________________
 ON0479  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 ON0479  DYNAMIC HT  -         318.178 (meters)    1043.89  (feet)  COMP
 ON0479  MODELED GRAV-     980,355.6   (mgal)                       NAVD 88
 ON0479
 ON0479  VERT ORDER  -  SECOND    CLASS 0
 ON0479
 ON0479.The horizontal coordinates were scaled from a topographic map and have
 ON0479.an estimated accuracy of +/- 6 seconds.
 ON0479
 ON0479.The orthometric height was determined by differential leveling
 ON0479.and adjusted by the National Geodetic Survey in June 1991..
 ON0479
 ON0479.The geoid height was determined by GEOID03.
 ON0479
 ON0479.The dynamic height is computed by dividing the NAVD 88
 ON0479.geopotential number by the normal gravity value computed on the
 ON0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0479.degrees latitude (g = 980.6199 gals.).
 ON0479
 ON0479.The modeled gravity was interpolated from observed gravity values.
 ON0479
 ON0479;                    North         East    Units  Estimated Accuracy
 ON0479;SPC IA N     - 1,183,060.    1,624,850.      MT  (+/- 180 meters Scaled)
 ON0479
 ON0479                          SUPERSEDED SURVEY CONTROL
 ON0479
 ON0479  NGVD 29 (??/??/92)  318.276  (m)         1044.21   (f) ADJ UNCH    2 0
 ON0479
 ON0479.Superseded values are not recommended for survey control.
 ON0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0479.See file dsdata.txt to determine how the superseded data were derived.
 ON0479
 ON0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH841766(NAD 83)
 ON0479_MARKER: DB = BENCH MARK DISK
 ON0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0479_STAMPING: L 37 1934
 ON0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0479+STABILITY: SURFACE MOTION
 ON0479
 ON0479  HISTORY     - Date     Condition        Report By
 ON0479  HISTORY     - 1934     MONUMENTED       CGS
 ON0479  HISTORY     - 1977     MARK NOT FOUND   USGS
 ON0479
 ON0479                          STATION DESCRIPTION
 ON0479
 ON0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0479'3.6 MI NE FROM JACKSON JUNCTION.
 ON0479'3.6 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 ON0479'AND PACIFIC RAILROAD FROM THE STATION AT JACKSON JUNCTION,
 ON0479'WINNESHIEK COUNTY, 109 YARDS NORTHEAST OF A WOODEN TRESTLE, 25.5
 ON0479'FEET NORTHWEST OF THE NORTHWEST RAIL, AND 21 FEET SOUTHEAST OF
 ON0479'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 37 1934 AND
 ON0479'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 ON0479'GROUND.
 ON0479
 ON0479                          STATION RECOVERY (1977)
 ON0479
 ON0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0172 ***********************************************************************
 NK0172  DESIGNATION -  L 39
 NK0172  PID         -  NK0172
 NK0172  STATE/COUNTY-  IA/BREMER
 NK0172  USGS QUAD   -  PLAINFIELD (1971)
 NK0172
 NK0172                         *CURRENT SURVEY CONTROL
 NK0172  ___________________________________________________________________
 NK0172* NAD 83(1986)-  42 47 06.     (N)    092 31 22.     (W)     SCALED    
 NK0172* NAVD 88     -       281.248  (meters)     922.73   (feet)  ADJUSTED  
 NK0172  ___________________________________________________________________
 NK0172  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 NK0172  DYNAMIC HT  -         281.156 (meters)     922.43  (feet)  COMP
 NK0172  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 NK0172
 NK0172  VERT ORDER  -  SECOND    CLASS 0
 NK0172
 NK0172.The horizontal coordinates were scaled from a topographic map and have
 NK0172.an estimated accuracy of +/- 6 seconds.
 NK0172
 NK0172.The orthometric height was determined by differential leveling
 NK0172.and adjusted by the National Geodetic Survey in June 1991..
 NK0172
 NK0172.The geoid height was determined by GEOID03.
 NK0172
 NK0172.The dynamic height is computed by dividing the NAVD 88
 NK0172.geopotential number by the normal gravity value computed on the
 NK0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0172.degrees latitude (g = 980.6199 gals.).
 NK0172
 NK0172.The modeled gravity was interpolated from observed gravity values.
 NK0172
 NK0172;                    North         East    Units  Estimated Accuracy
 NK0172;SPC IA N     - 1,143,200.    1,579,960.      MT  (+/- 180 meters Scaled)
 NK0172
 NK0172                          SUPERSEDED SURVEY CONTROL
 NK0172
 NK0172  NGVD 29 (??/??/92)  281.242  (m)          922.71   (f) ADJ UNCH    2 0
 NK0172
 NK0172.Superseded values are not recommended for survey control.
 NK0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0172.See file dsdata.txt to determine how the superseded data were derived.
 NK0172
 NK0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH390370(NAD 83)
 NK0172_MARKER: DB = BENCH MARK DISK
 NK0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0172_STAMPING: L 39 1934
 NK0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0172+STABILITY: SURFACE MOTION
 NK0172
 NK0172  HISTORY     - Date     Condition        Report By
 NK0172  HISTORY     - 1934     MONUMENTED       CGS
 NK0172  HISTORY     - 1971     MARK NOT FOUND   USGS
 NK0172
 NK0172                          STATION DESCRIPTION
 NK0172
 NK0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0172'4.8 MI NW FROM WAVERLY.
 NK0172'4.8 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 NK0172'THE STATION AT WAVERLY, BREMER COUNTY, 63 FEET NORTHEAST OF
 NK0172'THE SWITCH AT THE SOUTHEAST END OF A SIDETRACK, AND 69 FEET
 NK0172'NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD DISK, STAMPED L
 NK0172'39 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 NK0172'INCHES ABOVE GROUND.
 NK0172
 NK0172                          STATION RECOVERY (1971)
 NK0172
 NK0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NK0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0407 ***********************************************************************
 NM0407  DESIGNATION -  L 4 A 22
 NM0407  PID         -  NM0407
 NM0407  STATE/COUNTY-  IA/MONONA
 NM0407  USGS QUAD   -  ONAWA SW (1969)
 NM0407
 NM0407                         *CURRENT SURVEY CONTROL
 NM0407  ___________________________________________________________________
 NM0407* NAD 83(1986)-  42 00 08.     (N)    096 10 53.     (W)     SCALED    
 NM0407* NAVD 88     -       320.017  (meters)    1049.92   (feet)  ADJUSTED  
 NM0407  ___________________________________________________________________
 NM0407  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 NM0407  DYNAMIC HT  -         319.901 (meters)    1049.54  (feet)  COMP
 NM0407  MODELED GRAV-     980,253.2   (mgal)                       NAVD 88
 NM0407
 NM0407  VERT ORDER  -  SECOND    CLASS 0
 NM0407
 NM0407.The horizontal coordinates were scaled from a topographic map and have
 NM0407.an estimated accuracy of +/- 6 seconds.
 NM0407
 NM0407.The orthometric height was determined by differential leveling
 NM0407.and adjusted by the National Geodetic Survey in June 1991..
 NM0407
 NM0407.The geoid height was determined by GEOID03.
 NM0407
 NM0407.The dynamic height is computed by dividing the NAVD 88
 NM0407.geopotential number by the normal gravity value computed on the
 NM0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0407.degrees latitude (g = 980.6199 gals.).
 NM0407
 NM0407.The modeled gravity was interpolated from observed gravity values.
 NM0407
 NM0407;                    North         East    Units  Estimated Accuracy
 NM0407;SPC IA N     - 1,059,310.    1,277,890.      MT  (+/- 180 meters Scaled)
 NM0407
 NM0407                          SUPERSEDED SURVEY CONTROL
 NM0407
 NM0407  NGVD 29 (??/??/92)  319.877  (m)         1049.46   (f) ADJ UNCH    2 0
 NM0407
 NM0407.Superseded values are not recommended for survey control.
 NM0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0407.See file dsdata.txt to determine how the superseded data were derived.
 NM0407
 NM0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM334538(NAD 83)
 NM0407_MARKER: B = BOLT
 NM0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0407+STABILITY: SURFACE MOTION
 NM0407
 NM0407  HISTORY     - Date     Condition        Report By
 NM0407  HISTORY     - UNK      MONUMENTED       DOD
 NM0407  HISTORY     - 1948     GOOD             NGS
 NM0407  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0407
 NM0407                          STATION DESCRIPTION
 NM0407
 NM0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0407'6.6 MI SW FROM ONAWA.
 NM0407'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0407'AT ONAWA, THENCE 1.2 MILES WEST ALONG COUNTY ROAD H, THENCE
 NM0407'1.2 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST ALONG
 NM0407'A DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG A DIRT ROAD, ON THE
 NM0407'NORTH EDGE OF A DITCH, 510.0 FEET WEST ALONG THE SOUTH EDGE OF
 NM0407'A CULTIVATED FIELD FROM THE CENTER LINE OF THE NORTH-SOUTH
 NM0407'ROAD, SURROUNDED BY 4-2X6-INCH POSTS, 2.9 FEET SOUTHWEST OF THE
 NM0407'NORTHEAST POST, 2.5 FEET SOUTHEAST OF THE NORTHWEST POST, 2.1
 NM0407'FEET NORTHEAST OF THE SOUTHWEST POST, 2.0 FEET NORTHWEST OF THE
 NM0407'SOUTHEAST POST.  A U. S. E. D. 1-INCH ROUND HEADED IRON BOLT
 NM0407'SET IN CONCRETE AND LEVEL WITH THE GROUND.
 NM0407
 NM0407                          STATION RECOVERY (1969)
 NM0407
 NM0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0272 ***********************************************************************
 OO0272  DESIGNATION -  L 40
 OO0272  PID         -  OO0272
 OO0272  STATE/COUNTY-  IA/MITCHELL
 OO0272  USGS QUAD   -  OSAGE (1972)
 OO0272
 OO0272                         *CURRENT SURVEY CONTROL
 OO0272  ___________________________________________________________________
 OO0272* NAD 83(1986)-  43 17 54.     (N)    092 49 44.     (W)     SCALED    
 OO0272* NAVD 88     -       345.702  (meters)    1134.19   (feet)  ADJUSTED  
 OO0272  ___________________________________________________________________
 OO0272  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 OO0272  DYNAMIC HT  -         345.606 (meters)    1133.88  (feet)  COMP
 OO0272  MODELED GRAV-     980,332.6   (mgal)                       NAVD 88
 OO0272
 OO0272  VERT ORDER  -  SECOND    CLASS 0
 OO0272
 OO0272.The horizontal coordinates were scaled from a topographic map and have
 OO0272.an estimated accuracy of +/- 6 seconds.
 OO0272
 OO0272.The orthometric height was determined by differential leveling
 OO0272.and adjusted by the National Geodetic Survey in June 1991..
 OO0272
 OO0272.The geoid height was determined by GEOID03.
 OO0272
 OO0272.The dynamic height is computed by dividing the NAVD 88
 OO0272.geopotential number by the normal gravity value computed on the
 OO0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0272.degrees latitude (g = 980.6199 gals.).
 OO0272
 OO0272.The modeled gravity was interpolated from observed gravity values.
 OO0272
 OO0272;                    North         East    Units  Estimated Accuracy
 OO0272;SPC IA N     - 1,199,980.    1,554,460.      MT  (+/- 180 meters Scaled)
 OO0272
 OO0272                          SUPERSEDED SURVEY CONTROL
 OO0272
 OO0272  NGVD 29 (??/??/92)  345.693  (m)         1134.16   (f) ADJ UNCH    2 0
 OO0272
 OO0272.Superseded values are not recommended for survey control.
 OO0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0272.See file dsdata.txt to determine how the superseded data were derived.
 OO0272
 OO0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH138939(NAD 83)
 OO0272_MARKER: DB = BENCH MARK DISK
 OO0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0272_STAMPING: L 40 1934
 OO0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0272+STABILITY: SURFACE MOTION
 OO0272
 OO0272  HISTORY     - Date     Condition        Report By
 OO0272  HISTORY     - 1934     MONUMENTED       CGS
 OO0272
 OO0272                          STATION DESCRIPTION
 OO0272
 OO0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0272'1.1 MI NW FROM OSAGE.
 OO0272'1.1 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 OO0272'STATION AT OSAGE, MITCHELL COUNTY, 250 YARDS SOUTHEAST OF MILEPOST CF
 OO0272'60, 150 YARDS NORTHWEST OF A STEEL AND CONCRETE BRIDGE, 99 FEET
 OO0272'SOUTHEAST OF THE CENTER OF A COUNTY ROAD CROSSING, 54 FEET SOUTH OF
 OO0272'THE CENTERLINE OF THE COUNTY ROAD, 46.3 FEET NORTHEAST OF THE
 OO0272'NORTHEAST RAIL OF THE MAIN TRACK, AND 23.5 FEET SOUTHEAST OF A FENCE
 OO0272'CORNER.  A STANDARD DISK, STAMPED L 40 1934 AND SET IN THE TOP OF A
 OO0272'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0235 ***********************************************************************
 OO0235  DESIGNATION -  L 41
 OO0235  PID         -  OO0235
 OO0235  STATE/COUNTY-  IA/HOWARD
 OO0235  USGS QUAD   -  LIME SPRINGS NW (1981)
 OO0235
 OO0235                         *CURRENT SURVEY CONTROL
 OO0235  ___________________________________________________________________
 OO0235* NAD 83(1986)-  43 29 27.     (N)    092 24 30.     (W)     SCALED    
 OO0235* NAVD 88     -       379.548  (meters)    1245.23   (feet)  ADJUSTED  
 OO0235  ___________________________________________________________________
 OO0235  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 OO0235  DYNAMIC HT  -         379.453 (meters)    1244.92  (feet)  COMP
 OO0235  MODELED GRAV-     980,357.1   (mgal)                       NAVD 88
 OO0235
 OO0235  VERT ORDER  -  SECOND    CLASS 0
 OO0235
 OO0235.The horizontal coordinates were scaled from a topographic map and have
 OO0235.an estimated accuracy of +/- 6 seconds.
 OO0235
 OO0235.The orthometric height was determined by differential leveling
 OO0235.and adjusted by the National Geodetic Survey in June 1991..
 OO0235
 OO0235.The geoid height was determined by GEOID03.
 OO0235
 OO0235.The dynamic height is computed by dividing the NAVD 88
 OO0235.geopotential number by the normal gravity value computed on the
 OO0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0235.degrees latitude (g = 980.6199 gals.).
 OO0235
 OO0235.The modeled gravity was interpolated from observed gravity values.
 OO0235
 OO0235;                    North         East    Units  Estimated Accuracy
 OO0235;SPC IA N     - 1,221,720.    1,588,310.      MT  (+/- 180 meters Scaled)
 OO0235
 OO0235                          SUPERSEDED SURVEY CONTROL
 OO0235
 OO0235  NGVD 29 (??/??/92)  379.539  (m)         1245.20   (f) ADJ UNCH    2 0
 OO0235
 OO0235.Superseded values are not recommended for survey control.
 OO0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0235.See file dsdata.txt to determine how the superseded data were derived.
 OO0235
 OO0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ478154(NAD 83)
 OO0235_MARKER: DB = BENCH MARK DISK
 OO0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0235_STAMPING: L 41 1934
 OO0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0235+STABILITY: SURFACE MOTION
 OO0235
 OO0235  HISTORY     - Date     Condition        Report By
 OO0235  HISTORY     - 1934     MONUMENTED       CGS
 OO0235  HISTORY     - 1964     MARK NOT FOUND   USGS
 OO0235  HISTORY     - 1977     MARK NOT FOUND   USGS
 OO0235
 OO0235                          STATION DESCRIPTION
 OO0235
 OO0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0235'5.3 MI SE FROM LE ROY.
 OO0235'IN HOWARD COUNTY, IOWA, 5.3 MILES SOUTHEAST ALONG THE CHICAGO,
 OO0235'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT LE ROY,
 OO0235'MOWER COUNTY, MINNESOTA, ABOUT 100 FEET NORTH OF THE EAST GATEPOST
 OO0235'LEADING INTO A CEMETERY, 22 FEET EAST OF THE CENTER OF A FARM-TRAIL
 OO0235'CROSSING, 46.5 FEET NORTH OF THE NORTH RAIL, AND 2 FEET SOUTH OF THE
 OO0235'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 41 1934 AND SET IN THE
 OO0235'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 OO0235
 OO0235                          STATION RECOVERY (1964)
 OO0235
 OO0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OO0235'MARK NOT FOUND.
 OO0235
 OO0235                          STATION RECOVERY (1977)
 OO0235
 OO0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OO0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0462 ***********************************************************************
 ON0462  DESIGNATION -  L 42
 ON0462  PID         -  ON0462
 ON0462  STATE/COUNTY-  IA/WINNESHIEK
 ON0462  USGS QUAD   -  CALMAR (1981)
 ON0462
 ON0462                         *CURRENT SURVEY CONTROL
 ON0462  ___________________________________________________________________
 ON0462* NAD 83(1986)-  43 14 58.     (N)    091 52 26.     (W)     SCALED    
 ON0462* NAVD 88     -       318.923  (meters)    1046.33   (feet)  ADJUSTED  
 ON0462  ___________________________________________________________________
 ON0462  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 ON0462  DYNAMIC HT  -         318.850 (meters)    1046.09  (feet)  COMP
 ON0462  MODELED GRAV-     980,381.0   (mgal)                       NAVD 88
 ON0462
 ON0462  VERT ORDER  -  SECOND    CLASS 0
 ON0462
 ON0462.The horizontal coordinates were scaled from a topographic map and have
 ON0462.an estimated accuracy of +/- 6 seconds.
 ON0462
 ON0462.The orthometric height was determined by differential leveling
 ON0462.and adjusted by the National Geodetic Survey in June 1991..
 ON0462
 ON0462.The geoid height was determined by GEOID03.
 ON0462
 ON0462.The dynamic height is computed by dividing the NAVD 88
 ON0462.geopotential number by the normal gravity value computed on the
 ON0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0462.degrees latitude (g = 980.6199 gals.).
 ON0462
 ON0462.The modeled gravity was interpolated from observed gravity values.
 ON0462
 ON0462;                    North         East    Units  Estimated Accuracy
 ON0462;SPC IA N     - 1,195,600.    1,632,050.      MT  (+/- 180 meters Scaled)
 ON0462
 ON0462                          SUPERSEDED SURVEY CONTROL
 ON0462
 ON0462  NGVD 29 (??/??/92)  318.942  (m)         1046.40   (f) ADJ UNCH    2 0
 ON0462
 ON0462.Superseded values are not recommended for survey control.
 ON0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0462.See file dsdata.txt to determine how the superseded data were derived.
 ON0462
 ON0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH914891(NAD 83)
 ON0462_MARKER: DB = BENCH MARK DISK
 ON0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0462_STAMPING: L 42 1934
 ON0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0462+STABILITY: SURFACE MOTION
 ON0462
 ON0462  HISTORY     - Date     Condition        Report By
 ON0462  HISTORY     - 1934     MONUMENTED       CGS
 ON0462  HISTORY     - 1977     MARK NOT FOUND   USGS
 ON0462
 ON0462                          STATION DESCRIPTION
 ON0462
 ON0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0462'3.3 MI NE FROM CONOVER.
 ON0462'3.3 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0462'PACIFIC RAILROAD FROM THE STATION AT CONOVER, WINNESHIEK COUNTY,
 ON0462'140 YARDS NORTHEAST OF THE NORTH END OF BRIDGE S 620, 75 YARDS
 ON0462'NORTHEAST OF THE CENTER OF A FARM GATE LEADING INTO THE RIGHT
 ON0462'OF WAY, 44 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK,
 ON0462'AND 1.5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 ON0462'DISK, STAMPED L 42 1934 AND SET IN THE TOP OF A CONCRETE POST
 ON0462'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 ON0462
 ON0462                          STATION RECOVERY (1977)
 ON0462
 ON0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0117 ***********************************************************************
 MH0117  DESIGNATION -  L 5
 MH0117  PID         -  MH0117
 MH0117  STATE/COUNTY-  IA/MAHASKA
 MH0117  USGS QUAD   -  LEIGHTON (1980)
 MH0117
 MH0117                         *CURRENT SURVEY CONTROL
 MH0117  ___________________________________________________________________
 MH0117* NAD 83(1986)-  41 21 20.     (N)    092 48 49.     (W)     SCALED    
 MH0117* NAVD 88     -       237.285  (meters)     778.49   (feet)  ADJUSTED  
 MH0117  ___________________________________________________________________
 MH0117  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 MH0117  DYNAMIC HT  -         237.184 (meters)     778.16  (feet)  COMP
 MH0117  MODELED GRAV-     980,194.3   (mgal)                       NAVD 88
 MH0117
 MH0117  VERT ORDER  -  FIRST     CLASS II
 MH0117
 MH0117.The horizontal coordinates were scaled from a topographic map and have
 MH0117.an estimated accuracy of +/- 6 seconds.
 MH0117
 MH0117.The orthometric height was determined by differential leveling
 MH0117.and adjusted by the National Geodetic Survey in June 1991..
 MH0117
 MH0117.The geoid height was determined by GEOID03.
 MH0117
 MH0117.The dynamic height is computed by dividing the NAVD 88
 MH0117.geopotential number by the normal gravity value computed on the
 MH0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0117.degrees latitude (g = 980.6199 gals.).
 MH0117
 MH0117.The modeled gravity was interpolated from observed gravity values.
 MH0117
 MH0117;                    North         East    Units  Estimated Accuracy
 MH0117;SPC IA S     -   150,760.      557,440.      MT  (+/- 180 meters Scaled)
 MH0117
 MH0117                          SUPERSEDED SURVEY CONTROL
 MH0117
 MH0117  NGVD 29 (??/??/92)  237.262  (m)          778.42   (f) ADJ UNCH    1 2
 MH0117
 MH0117.Superseded values are not recommended for survey control.
 MH0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0117.See file dsdata.txt to determine how the superseded data were derived.
 MH0117
 MH0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF155782(NAD 83)
 MH0117_MARKER: DB = BENCH MARK DISK
 MH0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0117_STAMPING: 778.417 L 5 1930
 MH0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0117+STABILITY: SURFACE MOTION
 MH0117
 MH0117  HISTORY     - Date     Condition        Report By
 MH0117  HISTORY     - 1930     MONUMENTED       CGS
 MH0117  HISTORY     - 1934     GOOD             NGS
 MH0117
 MH0117                          STATION DESCRIPTION
 MH0117
 MH0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0117'2 MI NW FROM LEIGHTON.
 MH0117'2.0 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0117'RAILWAY FROM LEIGHTON, MAHASKA COUNTY, 5 POLES SOUTHEAST OF
 MH0117'MILEPOST 312, 100 FEET SOUTH OF POWERLINE TOWER 266, 5 FEET
 MH0117'WEST OF THE WEST FENCE LINE OF A NORTH-AND-SOUTH ROAD FENCED 45
 MH0117'FEET WIDE, 31 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND
 MH0117'22 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED 778.417 L
 MH0117'5 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0060 ***********************************************************************
 MH0060  DESIGNATION -  L 6
 MH0060  PID         -  MH0060
 MH0060  STATE/COUNTY-  IA/JEFFERSON
 MH0060  USGS QUAD   -  PEKIN (1980)
 MH0060
 MH0060                         *CURRENT SURVEY CONTROL
 MH0060  ___________________________________________________________________
 MH0060* NAD 83(1986)-  41 08 46.     (N)    092 09 55.     (W)     SCALED    
 MH0060* NAVD 88     -       246.481  (meters)     808.66   (feet)  ADJUSTED  
 MH0060  ___________________________________________________________________
 MH0060  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 MH0060  DYNAMIC HT  -         246.373 (meters)     808.31  (feet)  COMP
 MH0060  MODELED GRAV-     980,178.1   (mgal)                       NAVD 88
 MH0060
 MH0060  VERT ORDER  -  FIRST     CLASS II
 MH0060
 MH0060.The horizontal coordinates were scaled from a topographic map and have
 MH0060.an estimated accuracy of +/- 6 seconds.
 MH0060
 MH0060.The orthometric height was determined by differential leveling
 MH0060.and adjusted by the National Geodetic Survey in June 1991..
 MH0060
 MH0060.The geoid height was determined by GEOID03.
 MH0060
 MH0060.The dynamic height is computed by dividing the NAVD 88
 MH0060.geopotential number by the normal gravity value computed on the
 MH0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0060.degrees latitude (g = 980.6199 gals.).
 MH0060
 MH0060.The modeled gravity was interpolated from observed gravity values.
 MH0060
 MH0060;                    North         East    Units  Estimated Accuracy
 MH0060;SPC IA S     -   128,130.      612,040.      MT  (+/- 180 meters Scaled)
 MH0060
 MH0060                          SUPERSEDED SURVEY CONTROL
 MH0060
 MH0060  NGVD 29 (??/??/92)  246.484  (m)          808.67   (f) ADJ UNCH    1 2
 MH0060
 MH0060.Superseded values are not recommended for survey control.
 MH0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0060.See file dsdata.txt to determine how the superseded data were derived.
 MH0060
 MH0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF700553(NAD 83)
 MH0060_MARKER: DB = BENCH MARK DISK
 MH0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0060_STAMPING: 808.673 L 6 1930
 MH0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0060+STABILITY: SURFACE MOTION
 MH0060
 MH0060  HISTORY     - Date     Condition        Report By
 MH0060  HISTORY     - 1930     MONUMENTED       CGS
 MH0060  HISTORY     - 1940     GOOD             NGS
 MH0060  HISTORY     - 1976     MARK NOT FOUND   USGS
 MH0060
 MH0060                          STATION DESCRIPTION
 MH0060
 MH0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MH0060'1.5 MI SW FROM LINBY.
 MH0060'1.5 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MH0060'PACIFIC RAILROAD FROM LINBY, JEFFERSON COUNTY, 200 YARDS NORTHEAST
 MH0060'OF THE CROSSING OF A NORTH-AND-SOUTH ROAD, 66 FEET EAST OF THE
 MH0060'CENTER OF A WINDMILL, AND 48 FEET NORTHWEST OF THE CENTER LINE
 MH0060'OF THE TRACK.  A STANDARD DISK, STAMPED 808.673 L 6 1930 AND SET IN
 MH0060'THE TOP OF A CONCRETE POST.
 MH0060
 MH0060                          STATION RECOVERY (1976)
 MH0060
 MH0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MH0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0044 ***********************************************************************
 LE0044  DESIGNATION -  L 7
 LE0044  PID         -  LE0044
 LE0044  STATE/COUNTY-  IA/DAVIS
 LE0044  USGS QUAD   -  BLOOMFIELD SOUTH (1979)
 LE0044
 LE0044                         *CURRENT SURVEY CONTROL
 LE0044  ___________________________________________________________________
 LE0044* NAD 83(1986)-  40 44 24.     (N)    092 26 25.     (W)     SCALED    
 LE0044* NAVD 88     -       270.075  (meters)     886.07   (feet)  ADJUSTED  
 LE0044  ___________________________________________________________________
 LE0044  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LE0044  DYNAMIC HT  -         269.943 (meters)     885.64  (feet)  COMP
 LE0044  MODELED GRAV-     980,126.9   (mgal)                       NAVD 88
 LE0044
 LE0044  VERT ORDER  -  FIRST     CLASS II
 LE0044
 LE0044.The horizontal coordinates were scaled from a topographic map and have
 LE0044.an estimated accuracy of +/- 6 seconds.
 LE0044
 LE0044.The orthometric height was determined by differential leveling
 LE0044.and adjusted by the National Geodetic Survey in June 1991..
 LE0044
 LE0044.The geoid height was determined by GEOID03.
 LE0044
 LE0044.The dynamic height is computed by dividing the NAVD 88
 LE0044.geopotential number by the normal gravity value computed on the
 LE0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0044.degrees latitude (g = 980.6199 gals.).
 LE0044
 LE0044.The modeled gravity was interpolated from observed gravity values.
 LE0044
 LE0044;                    North         East    Units  Estimated Accuracy
 LE0044;SPC IA S     -    82,720.      589,510.      MT  (+/- 180 meters Scaled)
 LE0044
 LE0044                          SUPERSEDED SURVEY CONTROL
 LE0044
 LE0044  NGVD 29 (??/??/92)  270.044  (m)          885.97   (f) ADJ UNCH    1 2
 LE0044
 LE0044.Superseded values are not recommended for survey control.
 LE0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0044.See file dsdata.txt to determine how the superseded data were derived.
 LE0044
 LE0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF472100(NAD 83)
 LE0044_MARKER: DB = BENCH MARK DISK
 LE0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0044_STAMPING: 885.966 L 7 1930
 LE0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0044+STABILITY: SURFACE MOTION
 LE0044
 LE0044  HISTORY     - Date     Condition        Report By
 LE0044  HISTORY     - 1930     MONUMENTED       CGS
 LE0044  HISTORY     - 1943     GOOD             NGS
 LE0044  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 LE0044
 LE0044                          STATION DESCRIPTION
 LE0044
 LE0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0044'0.8 MI W FROM BLOOMFIELD.
 LE0044'3/4 MILE WEST ALONG THE WABASH RAILWAY FROM BLOOMFIELD, DAVIS
 LE0044'COUNTY, 1/2 MILE SOUTHWEST OF THE JUNCTION OF THE CHICAGO,
 LE0044'BURLINGTON AND QUINCY RAILROAD, 0.1 MILE EAST OF MILEPOST 22,
 LE0044'50 FEET NORTH OF A ROAD CROSSING, 104 FEET SOUTHWEST OF U.S.
 LE0044'HIGHWAY 63 AT STATION 1567, AND 26 FEET NORTHWEST OF THE
 LE0044'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 885.966
 LE0044'L 7 1930 AND SET IN THE TOP OF A CONCRETE POST.
 LE0044
 LE0044                          STATION RECOVERY (2000)
 LE0044
 LE0044'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LE0044'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0333 ***********************************************************************
 MG0333  DESIGNATION -  L 70
 MG0333  PID         -  MG0333
 MG0333  STATE/COUNTY-  IA/SCOTT
 MG0333  USGS QUAD   -  DONAHUE (1991)
 MG0333
 MG0333                         *CURRENT SURVEY CONTROL
 MG0333  ___________________________________________________________________
 MG0333* NAD 83(1986)-  41 41 40.     (N)    090 40 30.     (W)     SCALED    
 MG0333* NAVD 88     -       216.676  (meters)     710.88   (feet)  ADJUSTED  
 MG0333  ___________________________________________________________________
 MG0333  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 MG0333  DYNAMIC HT  -         216.596 (meters)     710.62  (feet)  COMP
 MG0333  MODELED GRAV-     980,245.1   (mgal)                       NAVD 88
 MG0333
 MG0333  VERT ORDER  -  SECOND    CLASS 0
 MG0333
 MG0333.The horizontal coordinates were scaled from a topographic map and have
 MG0333.an estimated accuracy of +/- 6 seconds.
 MG0333
 MG0333.The orthometric height was determined by differential leveling
 MG0333.and adjusted by the National Geodetic Survey in June 1991..
 MG0333
 MG0333.The geoid height was determined by GEOID03.
 MG0333
 MG0333.The dynamic height is computed by dividing the NAVD 88
 MG0333.geopotential number by the normal gravity value computed on the
 MG0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0333.degrees latitude (g = 980.6199 gals.).
 MG0333
 MG0333.The modeled gravity was interpolated from observed gravity values.
 MG0333
 MG0333;                    North         East    Units  Estimated Accuracy
 MG0333;SPC IA S     -   191,990.      735,130.      MT  (+/- 180 meters Scaled)
 MG0333
 MG0333                          SUPERSEDED SURVEY CONTROL
 MG0333
 MG0333  NGVD 29 (??/??/92)  216.722  (m)          711.03   (f) ADJ UNCH    2 0
 MG0333
 MG0333.Superseded values are not recommended for survey control.
 MG0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0333.See file dsdata.txt to determine how the superseded data were derived.
 MG0333
 MG0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG934184(NAD 83)
 MG0333_MARKER: DB = BENCH MARK DISK
 MG0333_SETTING: 66 = SET IN ROCK OUTCROP
 MG0333_SP_SET: LIMESTONE COPING
 MG0333_STAMPING: L 70 1934
 MG0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MG0333+STABILITY: POSITION/ELEVATION WELL
 MG0333
 MG0333  HISTORY     - Date     Condition        Report By
 MG0333  HISTORY     - 1934     MONUMENTED       CGS
 MG0333  HISTORY     - 19961118 GOOD             USPSQD
 MG0333
 MG0333                          STATION DESCRIPTION
 MG0333
 MG0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0333'AT DONAHUE.
 MG0333'AT DONAHUE, SCOTT COUNTY, AT THE NORTHEAST CORNER OF THE DONAHUE
 MG0333'SAVINGS BANK, IN THE TOP OF THE LIMESTONE COPING, AND 4 FEET
 MG0333'ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED L 70 1934.
 MG0333
 MG0333                          STATION RECOVERY (1996)
 MG0333
 MG0333'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0511 ***********************************************************************
 NJ0511  DESIGNATION -  L 71
 NJ0511  PID         -  NJ0511
 NJ0511  STATE/COUNTY-  IA/JONES
 NJ0511  USGS QUAD   -  WYOMING WEST (1980)
 NJ0511
 NJ0511                         *CURRENT SURVEY CONTROL
 NJ0511  ___________________________________________________________________
 NJ0511* NAD 83(1986)-  42 05 51.     (N)    091 04 23.     (W)     SCALED    
 NJ0511* NAVD 88     -       275.834  (meters)     904.97   (feet)  ADJUSTED  
 NJ0511  ___________________________________________________________________
 NJ0511  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 NJ0511  DYNAMIC HT  -         275.733 (meters)     904.63  (feet)  COMP
 NJ0511  MODELED GRAV-     980,251.1   (mgal)                       NAVD 88
 NJ0511
 NJ0511  VERT ORDER  -  SECOND    CLASS 0
 NJ0511
 NJ0511.The horizontal coordinates were scaled from a topographic map and have
 NJ0511.an estimated accuracy of +/- 6 seconds.
 NJ0511
 NJ0511.The orthometric height was determined by differential leveling
 NJ0511.and adjusted by the National Geodetic Survey in June 1991..
 NJ0511
 NJ0511.The geoid height was determined by GEOID03.
 NJ0511
 NJ0511.The dynamic height is computed by dividing the NAVD 88
 NJ0511.geopotential number by the normal gravity value computed on the
 NJ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0511.degrees latitude (g = 980.6199 gals.).
 NJ0511
 NJ0511.The modeled gravity was interpolated from observed gravity values.
 NJ0511
 NJ0511;                    North         East    Units  Estimated Accuracy
 NJ0511;SPC IA N     - 1,069,250.    1,700,740.      MT  (+/- 180 meters Scaled)
 NJ0511
 NJ0511                          SUPERSEDED SURVEY CONTROL
 NJ0511
 NJ0511  NGVD 29 (??/??/92)  275.857  (m)          905.04   (f) ADJ UNCH    2 0
 NJ0511
 NJ0511.Superseded values are not recommended for survey control.
 NJ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0511.See file dsdata.txt to determine how the superseded data were derived.
 NJ0511
 NJ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG593623(NAD 83)
 NJ0511_MARKER: DB = BENCH MARK DISK
 NJ0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0511_STAMPING: L 71 1934
 NJ0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0511+STABILITY: SURFACE MOTION
 NJ0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0511+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 NJ0511
 NJ0511  HISTORY     - Date     Condition        Report By
 NJ0511  HISTORY     - 1934     MONUMENTED       CGS
 NJ0511  HISTORY     - 1977     POOR             USGS
 NJ0511  HISTORY     - 19960830 MARK NOT FOUND   USPSQD
 NJ0511  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0511  HISTORY     - 20050320 GOOD             GEOCAC
 NJ0511
 NJ0511                          STATION DESCRIPTION
 NJ0511
 NJ0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0511'2.3 MI SE FROM CENTER JUNCTION.
 NJ0511'2.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0511'PACIFIC RAILROAD FROM THE STATION AT CENTER JUNCTION, JONES
 NJ0511'COUNTY, 19 POLES NORTHWEST OF MILEPOST 55, 85 FEET SOUTHEAST OF
 NJ0511'CULVERT H 233, AT A PUBLIC ROAD CROSSING, 25 FEET WEST OF THE
 NJ0511'CENTERLINE OF THE TRACK, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 NJ0511'AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 NJ0511'STAMPED L 71 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NJ0511
 NJ0511                          STATION RECOVERY (1977)
 NJ0511
 NJ0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0511'MARK RECOVERED IN POOR CONDITION.
 NJ0511
 NJ0511                          STATION RECOVERY (1996)
 NJ0511
 NJ0511'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0511'MARK NOT FOUND.
 NJ0511
 NJ0511                          STATION RECOVERY (1998)
 NJ0511
 NJ0511'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0511'MARK NOT FOUND.
 NJ0511
 NJ0511                          STATION RECOVERY (2005)
 NJ0511
 NJ0511'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0511'NOTE THAT THE MARK IS ABOUT 1.3 MILES SE OF CENTER JUNCTION.
 NJ0511' 
 NJ0511'TO REACH THE MARK FROM THE CORNER OF JONES COUNTY ROADS E-29 AND 100TH
 NJ0511'AVENUE, GO SOUTH ABOUT 0.65 MILES.  MARK IS 30 FEET WEST OF THE CENTER
 NJ0511'OF THE ROAD, 30 FEET SOUTH OF A FIELD ENTRANCE, AND 12 FEET EAST OF
 NJ0511'THE FENCELINE, ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0414 ***********************************************************************
 NJ0414  DESIGNATION -  L 73
 NJ0414  PID         -  NJ0414
 NJ0414  STATE/COUNTY-  IA/DELAWARE
 NJ0414  USGS QUAD   -  THORPE (1965)
 NJ0414
 NJ0414                         *CURRENT SURVEY CONTROL
 NJ0414  ___________________________________________________________________
 NJ0414* NAD 83(1986)-  42 33 00.     (N)    091 23 26.     (W)     SCALED    
 NJ0414* NAVD 88     -       314.993  (meters)    1033.44   (feet)  ADJUSTED  
 NJ0414  ___________________________________________________________________
 NJ0414  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 NJ0414  DYNAMIC HT  -         314.906 (meters)    1033.15  (feet)  COMP
 NJ0414  MODELED GRAV-     980,336.1   (mgal)                       NAVD 88
 NJ0414
 NJ0414  VERT ORDER  -  SECOND    CLASS 0
 NJ0414
 NJ0414.The horizontal coordinates were scaled from a topographic map and have
 NJ0414.an estimated accuracy of +/- 6 seconds.
 NJ0414
 NJ0414.The orthometric height was determined by differential leveling
 NJ0414.and adjusted by the National Geodetic Survey in June 1991..
 NJ0414
 NJ0414.The geoid height was determined by GEOID03.
 NJ0414
 NJ0414.The dynamic height is computed by dividing the NAVD 88
 NJ0414.geopotential number by the normal gravity value computed on the
 NJ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0414.degrees latitude (g = 980.6199 gals.).
 NJ0414
 NJ0414.The modeled gravity was interpolated from observed gravity values.
 NJ0414
 NJ0414;                    North         East    Units  Estimated Accuracy
 NJ0414;SPC IA N     - 1,118,790.    1,673,230.      MT  (+/- 180 meters Scaled)
 NJ0414
 NJ0414                          SUPERSEDED SURVEY CONTROL
 NJ0414
 NJ0414  NGVD 29 (??/??/92)  315.027  (m)         1033.55   (f) ADJ UNCH    2 0
 NJ0414
 NJ0414.Superseded values are not recommended for survey control.
 NJ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0414.See file dsdata.txt to determine how the superseded data were derived.
 NJ0414
 NJ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH321121(NAD 83)
 NJ0414_MARKER: DB = BENCH MARK DISK
 NJ0414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0414_SP_SET: ABUTMENT
 NJ0414_STAMPING: L 73 1934
 NJ0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0414
 NJ0414  HISTORY     - Date     Condition        Report By
 NJ0414  HISTORY     - 1934     MONUMENTED       CGS
 NJ0414  HISTORY     - 1959     GOOD             NGS
 NJ0414  HISTORY     - 20050911 POOR             GEOCAC
 NJ0414
 NJ0414                          STATION DESCRIPTION
 NJ0414
 NJ0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NJ0414'1.8 MI NW FROM ONEIDA.
 NJ0414'1.8 MILES NORTHWEST ALONG THE CHICAGO GREAT WESTERN RAILWAY
 NJ0414'FROM THE INTERSECTION OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0414'PACIFIC RAILROAD AT ONEIDA, 2 POLES NORTHWEST OF MILEPOST 217,
 NJ0414'AT A PUBLIC-ROAD CROSSING, 220 FEET SOUTHEAST OF THE CENTERLINE
 NJ0414'OF THE ROAD, 9 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 NJ0414'AT A 30-FOOT STEEL BRIDGE, IN THE TOP OF THE SOUTHWEST END
 NJ0414'OF THE NORTHWEST ABUTMENT, AND LEVEL WITH THE TRACK.  A STANDARD
 NJ0414'DISK, STAMPED L 73 1934.
 NJ0414
 NJ0414                          STATION RECOVERY (2005)
 NJ0414
 NJ0414'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0414'THE RAILROAD HAS BEEN DISMANTLED.  THE BRIDGE ABUTMENTS SURVIVE.  THE
 NJ0414'DISK HAS BEEN REMOVED FROM ITS MOUNTING, BUT THE HOLE IN THE CONCRETE
 NJ0414'WHICH FORMERLY HELD THE STEM IS INTACT AND OBVIOUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0568 ***********************************************************************
 NJ0568  DESIGNATION -  L 75
 NJ0568  PID         -  NJ0568
 NJ0568  STATE/COUNTY-  IA/LINN
 NJ0568  USGS QUAD   -  WALKER (1982)
 NJ0568
 NJ0568                         *CURRENT SURVEY CONTROL
 NJ0568  ___________________________________________________________________
 NJ0568* NAD 83(1986)-  42 15 21.     (N)    091 46 38.     (W)     SCALED    
 NJ0568* NAVD 88     -       255.599  (meters)     838.58   (feet)  ADJUSTED  
 NJ0568  ___________________________________________________________________
 NJ0568  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 NJ0568  DYNAMIC HT  -         255.521 (meters)     838.32  (feet)  COMP
 NJ0568  MODELED GRAV-     980,310.3   (mgal)                       NAVD 88
 NJ0568
 NJ0568  VERT ORDER  -  SECOND    CLASS 0
 NJ0568
 NJ0568.The horizontal coordinates were scaled from a topographic map and have
 NJ0568.an estimated accuracy of +/- 6 seconds.
 NJ0568
 NJ0568.The orthometric height was determined by differential leveling
 NJ0568.and adjusted by the National Geodetic Survey in June 1991..
 NJ0568
 NJ0568.The geoid height was determined by GEOID03.
 NJ0568
 NJ0568.The dynamic height is computed by dividing the NAVD 88
 NJ0568.geopotential number by the normal gravity value computed on the
 NJ0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0568.degrees latitude (g = 980.6199 gals.).
 NJ0568
 NJ0568.The modeled gravity was interpolated from observed gravity values.
 NJ0568
 NJ0568;                    North         East    Units  Estimated Accuracy
 NJ0568;SPC IA N     - 1,085,400.    1,642,150.      MT  (+/- 180 meters Scaled)
 NJ0568
 NJ0568                          SUPERSEDED SURVEY CONTROL
 NJ0568
 NJ0568  NGVD 29 (??/??/92)  255.634  (m)          838.69   (f) ADJ UNCH    2 0
 NJ0568
 NJ0568.Superseded values are not recommended for survey control.
 NJ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0568.See file dsdata.txt to determine how the superseded data were derived.
 NJ0568
 NJ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG008789(NAD 83)
 NJ0568_MARKER: DB = BENCH MARK DISK
 NJ0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0568_SP_SET: ABUTMENT
 NJ0568_STAMPING: L 75 1934
 NJ0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0568
 NJ0568  HISTORY     - Date     Condition        Report By
 NJ0568  HISTORY     - 1934     MONUMENTED       CGS
 NJ0568  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NJ0568
 NJ0568                          STATION DESCRIPTION
 NJ0568
 NJ0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0568'2.2 MI SE FROM WALKER.
 NJ0568'2.2 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0568'RAILWAY FROM THE STATION AT WALKER, LINN COUNTY, 15 POLES NORTH
 NJ0568'OF MILEPOST 22, AT 120 FOOT STEEL BRIDGE 225, IN THE TOP OF THE
 NJ0568'WEST END OF THE NORTH STONE ABUTMENT, 11 FEET WEST OF THE CENTERLINE
 NJ0568'OF THE TRACK, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 NJ0568'STAMPED L 75 1934.
 NJ0568
 NJ0568                          STATION RECOVERY (1982)
 NJ0568
 NJ0568'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NJ0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0364 ***********************************************************************
 MG0364  DESIGNATION -  L 78 RESET
 MG0364  PID         -  MG0364
 MG0364  STATE/COUNTY-  IA/SCOTT
 MG0364  USGS QUAD   -  DIXON (1991)
 MG0364
 MG0364                         *CURRENT SURVEY CONTROL
 MG0364  ___________________________________________________________________
 MG0364* NAD 83(1986)-  41 44 07.     (N)    090 46 19.     (W)     SCALED    
 MG0364* NAVD 88     -       206.58   (meters)     677.8    (feet)  RESET     
 MG0364  ___________________________________________________________________
 MG0364  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 MG0364
 MG0364  VERT ORDER  -  THIRD
 MG0364
 MG0364.The horizontal coordinates were scaled from a topographic map and have
 MG0364.an estimated accuracy of +/- 6 seconds.
 MG0364
 MG0364.The orthometric height was computed from unverified reset data.
 MG0364
 MG0364.The geoid height was determined by GEOID03.
 MG0364
 MG0364;                    North         East    Units  Estimated Accuracy
 MG0364;SPC IA S     -   196,260.      726,920.      MT  (+/- 180 meters Scaled)
 MG0364
 MG0364                          SUPERSEDED SURVEY CONTROL
 MG0364
 MG0364.No superseded survey control is available for this station.
 MG0364
 MG0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG852227(NAD 83)
 MG0364_MARKER: DD = SURVEY DISK
 MG0364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0364_SP_SET: BUILDING
 MG0364_STAMPING: L 78 RESET 1973
 MG0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0364
 MG0364  HISTORY     - Date     Condition        Report By
 MG0364  HISTORY     - 1973     MONUMENTED       IA-093
 MG0364
 MG0364                          STATION DESCRIPTION
 MG0364
 MG0364'DESCRIBED BY IDA COUNTY IOWA 1973
 MG0364'AT DIXON.
 MG0364'AT DIXON, THE MARK MAY BE REACHED BY GOING 331.79 FEET EAST FROM
 MG0364'CENTER OF SECTION 18-80-2E, THENCE 179.09 FEET NORTHWEST ALONG
 MG0364'ROAD, THENCE 37.09 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD AND
 MG0364'NEAR THE NORTHEAST CORNER OF A BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0424 ***********************************************************************
 MG0424  DESIGNATION -  L 8
 MG0424  PID         -  MG0424
 MG0424  STATE/COUNTY-  IA/MUSCATINE
 MG0424  USGS QUAD   -  MUSCATINE NW (1965)
 MG0424
 MG0424                         *CURRENT SURVEY CONTROL
 MG0424  ___________________________________________________________________
 MG0424* NAD 83(1986)-  41 23 21.     (N)    091 12 01.     (W)     SCALED    
 MG0424* NAVD 88     -       228.114  (meters)     748.40   (feet)  ADJUSTED  
 MG0424  ___________________________________________________________________
 MG0424  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MG0424  DYNAMIC HT  -         228.022 (meters)     748.10  (feet)  COMP
 MG0424  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 MG0424
 MG0424  VERT ORDER  -  FIRST     CLASS II
 MG0424
 MG0424.The horizontal coordinates were scaled from a topographic map and have
 MG0424.an estimated accuracy of +/- 6 seconds.
 MG0424
 MG0424.The orthometric height was determined by differential leveling
 MG0424.and adjusted by the National Geodetic Survey in June 1991..
 MG0424
 MG0424.The geoid height was determined by GEOID03.
 MG0424
 MG0424.The dynamic height is computed by dividing the NAVD 88
 MG0424.geopotential number by the normal gravity value computed on the
 MG0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0424.degrees latitude (g = 980.6199 gals.).
 MG0424
 MG0424.The modeled gravity was interpolated from observed gravity values.
 MG0424
 MG0424;                    North         East    Units  Estimated Accuracy
 MG0424;SPC IA S     -   156,810.      692,310.      MT  (+/- 180 meters Scaled)
 MG0424
 MG0424                          SUPERSEDED SURVEY CONTROL
 MG0424
 MG0424  NGVD 29 (??/??/92)  228.173  (m)          748.60   (f) ADJ UNCH    1 2
 MG0424
 MG0424.Superseded values are not recommended for survey control.
 MG0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0424.See file dsdata.txt to determine how the superseded data were derived.
 MG0424
 MG0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF504835(NAD 83)
 MG0424_MARKER: DB = BENCH MARK DISK
 MG0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0424_STAMPING: 748.598 L 8 1930
 MG0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0424+STABILITY: SURFACE MOTION
 MG0424
 MG0424  HISTORY     - Date     Condition        Report By
 MG0424  HISTORY     - 1930     MONUMENTED       CGS
 MG0424  HISTORY     - 1940     GOOD             NGS
 MG0424  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 MG0424
 MG0424                          STATION DESCRIPTION
 MG0424
 MG0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MG0424'0.6 MI W FROM AROON.
 MG0424'0.6 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MG0424'RAILROAD FROM ARDON, MUSCATINE COUNTY, ABOUT 1/4 MILE SOUTHWEST
 MG0424'OF AN OVERHEAD CROSSING NEAR A CHURCH, 2 FEET EAST OF THE
 MG0424'NORTHEAST GATEPOST OF A FARM-ROAD CROSSING, AND 48 FEET
 MG0424'NORTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 MG0424'STAMPED 748.598 L 8 1930 AND SET IN THE TOP OF A CONCRETE POST.
 MG0424
 MG0424                          STATION RECOVERY (1998)
 MG0424
 MG0424'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0491 ***********************************************************************
 NJ0491  DESIGNATION -  L 80
 NJ0491  PID         -  NJ0491
 NJ0491  STATE/COUNTY-  IA/LINN
 NJ0491  USGS QUAD   -  SPRINGVILLE (1973)
 NJ0491
 NJ0491                         *CURRENT SURVEY CONTROL
 NJ0491  ___________________________________________________________________
 NJ0491* NAD 83(1986)-  42 05 26.     (N)    091 23 02.     (W)     SCALED    
 NJ0491* NAVD 88     -       264.337  (meters)     867.25   (feet)  ADJUSTED  
 NJ0491  ___________________________________________________________________
 NJ0491  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 NJ0491  DYNAMIC HT  -         264.239 (meters)     866.92  (feet)  COMP
 NJ0491  MODELED GRAV-     980,245.3   (mgal)                       NAVD 88
 NJ0491
 NJ0491  VERT ORDER  -  SECOND    CLASS 0
 NJ0491
 NJ0491.The horizontal coordinates were scaled from a topographic map and have
 NJ0491.an estimated accuracy of +/- 6 seconds.
 NJ0491
 NJ0491.The orthometric height was determined by differential leveling
 NJ0491.and adjusted by the National Geodetic Survey in June 1991..
 NJ0491
 NJ0491.The geoid height was determined by GEOID03.
 NJ0491
 NJ0491.The dynamic height is computed by dividing the NAVD 88
 NJ0491.geopotential number by the normal gravity value computed on the
 NJ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0491.degrees latitude (g = 980.6199 gals.).
 NJ0491
 NJ0491.The modeled gravity was interpolated from observed gravity values.
 NJ0491
 NJ0491;                    North         East    Units  Estimated Accuracy
 NJ0491;SPC IA N     - 1,067,790.    1,675,050.      MT  (+/- 180 meters Scaled)
 NJ0491
 NJ0491                          SUPERSEDED SURVEY CONTROL
 NJ0491
 NJ0491  NGVD 29 (??/??/92)  264.362  (m)          867.33   (f) ADJ UNCH    2 0
 NJ0491
 NJ0491.Superseded values are not recommended for survey control.
 NJ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0491.See file dsdata.txt to determine how the superseded data were derived.
 NJ0491
 NJ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG336610(NAD 83)
 NJ0491_MARKER: DB = BENCH MARK DISK
 NJ0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0491_SP_SET: ABUTMENT
 NJ0491_STAMPING: L 80 1934
 NJ0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0491
 NJ0491  HISTORY     - Date     Condition        Report By
 NJ0491  HISTORY     - 1934     MONUMENTED       CGS
 NJ0491  HISTORY     - 19980808 MARK NOT FOUND   USPSQD
 NJ0491  HISTORY     - 20050918 MARK NOT FOUND   GEOCAC
 NJ0491
 NJ0491                          STATION DESCRIPTION
 NJ0491
 NJ0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0491'AT VIOLA.
 NJ0491'AT VIOLA, LINN COUNTY, 90 FEET SOUTH OF THE CHICAGO, MILWAUKEE,
 NJ0491'ST. PAUL AND PACIFIC RAILROAD STATION, 16 POLES SOUTHWEST OF
 NJ0491'MILEPOST 7, AT A PUBLIC ROAD CROSSING, 50 FEET SOUTHEAST OF THE
 NJ0491'CENTERLINE OF THE TRACK, AT A 20-FOOT CONCRETE DECK BRIDGE WITH
 NJ0491'STEEL HANDRAIL, IN THE TOP OF THE NORTHWEST END OF THE NORTHWEST
 NJ0491'CONCRETE ABUTMENT, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD
 NJ0491'DISK, STAMPED L 80 1934.
 NJ0491
 NJ0491                          STATION RECOVERY (1998)
 NJ0491
 NJ0491'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0491'MARK NOT FOUND.
 NJ0491
 NJ0491                          STATION RECOVERY (2005)
 NJ0491
 NJ0491'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0491'THE RAILROAD IS ABANDONED AND DISMANTLED. THE ROADWAY BRIDGE HAS BEEN
 NJ0491'REMOVED, BUT THE ABUTMENTS AND A WOODEN WALKWAY REMAIN.  MARK MAY
 NJ0491'SURVIVE UNDER THE CONCRETE THAT HAS BEEN ADDED OVER THE ORIGINAL
 NJ0491'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0041 ***********************************************************************
 NK0041  DESIGNATION -  L 81
 NK0041  PID         -  NK0041
 NK0041  STATE/COUNTY-  IA/BENTON
 NK0041  USGS QUAD   -  VINTON (1971)
 NK0041
 NK0041                         *CURRENT SURVEY CONTROL
 NK0041  ___________________________________________________________________
 NK0041* NAD 83(1986)-  42 09 53.     (N)    092 01 08.     (W)     SCALED    
 NK0041* NAVD 88     -       246.831  (meters)     809.81   (feet)  ADJUSTED  
 NK0041  ___________________________________________________________________
 NK0041  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 NK0041  DYNAMIC HT  -         246.753 (meters)     809.56  (feet)  COMP
 NK0041  MODELED GRAV-     980,302.2   (mgal)                       NAVD 88
 NK0041
 NK0041  VERT ORDER  -  SECOND    CLASS 0
 NK0041
 NK0041.The horizontal coordinates were scaled from a topographic map and have
 NK0041.an estimated accuracy of +/- 6 seconds.
 NK0041
 NK0041.The orthometric height was determined by differential leveling
 NK0041.and adjusted by the National Geodetic Survey in June 1991..
 NK0041
 NK0041.The geoid height was determined by GEOID03.
 NK0041
 NK0041.The dynamic height is computed by dividing the NAVD 88
 NK0041.geopotential number by the normal gravity value computed on the
 NK0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0041.degrees latitude (g = 980.6199 gals.).
 NK0041
 NK0041.The modeled gravity was interpolated from observed gravity values.
 NK0041
 NK0041;                    North         East    Units  Estimated Accuracy
 NK0041;SPC IA N     - 1,074,910.    1,622,390.      MT  (+/- 180 meters Scaled)
 NK0041
 NK0041                          SUPERSEDED SURVEY CONTROL
 NK0041
 NK0041.No superseded survey control is available for this station.
 NK0041
 NK0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG810685(NAD 83)
 NK0041_MARKER: DB = BENCH MARK DISK
 NK0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0041_SP_SET: STONE
 NK0041_STAMPING: L 81 1934
 NK0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0041+STABILITY: SURFACE MOTION
 NK0041
 NK0041  HISTORY     - Date     Condition        Report By
 NK0041  HISTORY     - 1934     MONUMENTED       CGS
 NK0041  HISTORY     - 19980714 GOOD             USPSQD
 NK0041
 NK0041                          STATION DESCRIPTION
 NK0041
 NK0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0041'AT VINTON.
 NK0041'AT VINTON, BENTON COUNTY, IN THE SOUTH LIMESTONE COPING OF THE
 NK0041'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION, AT MILEPOST
 NK0041'121, 10 INCHES EAST OF THE SOUTHWEST CORNER OF THE STATION, AND
 NK0041'ABOUT 4.5 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED L 81
 NK0041'1934 AND SET VERTICALLY.
 NK0041
 NK0041                          STATION RECOVERY (1998)
 NK0041
 NK0041'RECOVERY NOTE BY US POWER SQUADRON 1998
 NK0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0790 ***********************************************************************
 NK0790  DESIGNATION -  L 82 RESET
 NK0790  PID         -  NK0790
 NK0790  STATE/COUNTY-  IA/TAMA
 NK0790  USGS QUAD   -  TRAER (1971)
 NK0790
 NK0790                         *CURRENT SURVEY CONTROL
 NK0790  ___________________________________________________________________
 NK0790* NAD 83(1986)-  42 11 25.     (N)    092 27 12.     (W)     SCALED    
 NK0790* NAVD 88     -       272.59   (meters)     894.3    (feet)  RESET     
 NK0790  ___________________________________________________________________
 NK0790  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NK0790
 NK0790  VERT ORDER  -  THIRD
 NK0790
 NK0790.The horizontal coordinates were scaled from a topographic map and have
 NK0790.an estimated accuracy of +/- 6 seconds.
 NK0790
 NK0790.The orthometric height was computed from unverified reset data.
 NK0790
 NK0790.The geoid height was determined by GEOID03.
 NK0790
 NK0790;                    North         East    Units  Estimated Accuracy
 NK0790;SPC IA N     - 1,077,210.    1,586,450.      MT  (+/- 180 meters Scaled)
 NK0790
 NK0790                          SUPERSEDED SURVEY CONTROL
 NK0790
 NK0790  NGVD 29 (05/12/04)  272.58   (m)          894.3    (f) RESET       3  
 NK0790
 NK0790.Superseded values are not recommended for survey control.
 NK0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0790.See file dsdata.txt to determine how the superseded data were derived.
 NK0790
 NK0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG451710(NAD 83)
 NK0790_MARKER: DV = VERTICAL CONTROL DISK
 NK0790_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NK0790_SP_SET: SIDEWALK
 NK0790_STAMPING: L 82 RESET 1989
 NK0790_MARK LOGO: NGS   
 NK0790_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0790+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 NK0790
 NK0790  HISTORY     - Date     Condition        Report By
 NK0790  HISTORY     - 1989     MONUMENTED       IAHD
 NK0790  HISTORY     - 20051026 GOOD             GEOCAC
 NK0790
 NK0790                          STATION DESCRIPTION
 NK0790
 NK0790'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1989
 NK0790'IN TRAER, SOUTHEAST OF THE CHICAGO, AND NORTH WESTERN RAILWAY STATION,
 NK0790'500 FEET (152.4 M) WEST OF A PUBLIC-ROAD CROSSING, AT A 90-FOOT
 NK0790'BRIDGE ON STATE HIGHWAY 8, 26 FEET (7.9 M) LEFT OF STATION 4+38 AT
 NK0790'NORTHEAST CORNER OF NEW BRIDGE, DESIGN NUMBER 187.
 NK0790
 NK0790                          STATION RECOVERY (2005)
 NK0790
 NK0790'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 NK0790'FROM THE INTERSECTION OF U.S. HWY 69 AND STATE HWY 8, EAST ALONG HWY 8
 NK0790'FOR 0.5 MILES TO THE STATION ON THE LEFT, AT A 90-FOOT BRIDGE OVER
 NK0790'COON CREEK, AT THE NORTHEAST CORNER OF THE BRIDGE, 4.5 FEET NORTH OF
 NK0790'THE OF THE CONCRETE WALL AND IN LINE WITH THE CHAIN LINK FENCE.  DISK
 NK0790'IS MOUNTED FLUSH WITH THE SURFACE OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0179 ***********************************************************************
 MH0179  DESIGNATION -  L 83
 MH0179  PID         -  MH0179
 MH0179  STATE/COUNTY-  IA/TAMA
 MH0179  USGS QUAD   -  TAMA (1980)
 MH0179
 MH0179                         *CURRENT SURVEY CONTROL
 MH0179  ___________________________________________________________________
 MH0179* NAD 83(1986)-  41 58 03.     (N)    092 36 52.     (W)     SCALED    
 MH0179* NAVD 88     -       250.206  (meters)     820.88   (feet)  ADJUSTED  
 MH0179  ___________________________________________________________________
 MH0179  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 MH0179  DYNAMIC HT  -         250.113 (meters)     820.58  (feet)  COMP
 MH0179  MODELED GRAV-     980,245.7   (mgal)                       NAVD 88
 MH0179
 MH0179  VERT ORDER  -  SECOND    CLASS 0
 MH0179
 MH0179.The horizontal coordinates were scaled from a topographic map and have
 MH0179.an estimated accuracy of +/- 6 seconds.
 MH0179
 MH0179.The orthometric height was determined by differential leveling
 MH0179.and adjusted by the National Geodetic Survey in June 1991..
 MH0179
 MH0179.The geoid height was determined by GEOID03.
 MH0179
 MH0179.The dynamic height is computed by dividing the NAVD 88
 MH0179.geopotential number by the normal gravity value computed on the
 MH0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0179.degrees latitude (g = 980.6199 gals.).
 MH0179
 MH0179.The modeled gravity was interpolated from observed gravity values.
 MH0179
 MH0179;                    North         East    Units  Estimated Accuracy
 MH0179;SPC IA N     - 1,052,310.    1,573,410.      MT  (+/- 180 meters Scaled)
 MH0179
 MH0179                          SUPERSEDED SURVEY CONTROL
 MH0179
 MH0179  NGVD 29 (??/??/92)  250.199  (m)          820.86   (f) ADJ UNCH    2 0
 MH0179
 MH0179.Superseded values are not recommended for survey control.
 MH0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0179.See file dsdata.txt to determine how the superseded data were derived.
 MH0179
 MH0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG319462(NAD 83)
 MH0179_MARKER: DB = BENCH MARK DISK
 MH0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0179_SP_SET: BRIDGE
 MH0179_STAMPING: L 83 1934
 MH0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0179
 MH0179  HISTORY     - Date     Condition        Report By
 MH0179  HISTORY     - 1934     MONUMENTED       CGS
 MH0179  HISTORY     - 1954     MARK NOT FOUND   NGS
 MH0179  HISTORY     - 1985     MARK NOT FOUND   LOCENG
 MH0179
 MH0179                          STATION DESCRIPTION
 MH0179
 MH0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MH0179'1.8 MI W FROM TAMA.
 MH0179'1.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MH0179'THE STATION AT TAMA, TAMA COUNTY, 16 POLES EAST OF MILEPOST
 MH0179'135, 5 POLES WEST OF THE OVERHEAD CROSSING OF U.S. HIGHWAY 30,
 MH0179'25-FOOT STEEL BRIDGE 399, IN THE SOUTH END OF THE WEST STONE
 MH0179'ABUTMENT, 11 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND
 MH0179'1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED L 83 1934.
 MH0179
 MH0179                          STATION RECOVERY (1985)
 MH0179
 MH0179'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985
 MH0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0016 ***********************************************************************
 MH0016  DESIGNATION -  L 84
 MH0016  PID         -  MH0016
 MH0016  STATE/COUNTY-  IA/BENTON
 MH0016  USGS QUAD   -  BLAIRSTOWN (1965)
 MH0016
 MH0016                         *CURRENT SURVEY CONTROL
 MH0016  ___________________________________________________________________
 MH0016* NAD 83(1986)-  41 53 47.     (N)    092 00 46.     (W)     SCALED    
 MH0016* NAVD 88     -       247.236  (meters)     811.14   (feet)  ADJUSTED  
 MH0016  ___________________________________________________________________
 MH0016  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MH0016  DYNAMIC HT  -         247.147 (meters)     810.85  (feet)  COMP
 MH0016  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 MH0016
 MH0016  VERT ORDER  -  SECOND    CLASS 0
 MH0016
 MH0016.The horizontal coordinates were scaled from a topographic map and have
 MH0016.an estimated accuracy of +/- 6 seconds.
 MH0016
 MH0016.The orthometric height was determined by differential leveling
 MH0016.and adjusted by the National Geodetic Survey in June 1991..
 MH0016
 MH0016.The geoid height was determined by GEOID03.
 MH0016
 MH0016.The dynamic height is computed by dividing the NAVD 88
 MH0016.geopotential number by the normal gravity value computed on the
 MH0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0016.degrees latitude (g = 980.6199 gals.).
 MH0016
 MH0016.The modeled gravity was interpolated from observed gravity values.
 MH0016
 MH0016;                    North         East    Units  Estimated Accuracy
 MH0016;SPC IA N     - 1,045,120.    1,623,420.      MT  (+/- 180 meters Scaled)
 MH0016
 MH0016                          SUPERSEDED SURVEY CONTROL
 MH0016
 MH0016  NGVD 29 (??/??/92)  247.242  (m)          811.16   (f) ADJ UNCH    2 0
 MH0016
 MH0016.Superseded values are not recommended for survey control.
 MH0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0016.See file dsdata.txt to determine how the superseded data were derived.
 MH0016
 MH0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG818387(NAD 83)
 MH0016_MARKER: DB = BENCH MARK DISK
 MH0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0016_SP_SET: BRIDGE
 MH0016_STAMPING: L 84 1934
 MH0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0016+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 MH0016
 MH0016  HISTORY     - Date     Condition        Report By
 MH0016  HISTORY     - 1934     MONUMENTED       CGS
 MH0016  HISTORY     - 20040831 GOOD             GEOCAC
 MH0016
 MH0016                          STATION DESCRIPTION
 MH0016
 MH0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0016'1.5 MI W FROM WATKINS.
 MH0016'1.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MH0016'FROM THE STATION AT WATKINS, BENTON COUNTY, 15 POLES WEST OF
 MH0016'MILEPOST 102, AT 15-FOOT STEEL BRIDGE 292, IN THE SOUTH END
 MH0016'OF THE STONE BACKWALL OF THE WEST ABUTMENT, 12 FEET SOUTH OF
 MH0016'THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE
 MH0016'RAIL.  A STANDARD DISK, STAMPED L 84 1934.
 MH0016
 MH0016                          STATION RECOVERY (2004)
 MH0016
 MH0016'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0624 ***********************************************************************
 MG0624  DESIGNATION -  L 85
 MG0624  PID         -  MG0624
 MG0624  STATE/COUNTY-  IA/IOWA
 MG0624  USGS QUAD   -  MIDDLE AMANA (1968)
 MG0624
 MG0624                         *CURRENT SURVEY CONTROL
 MG0624  ___________________________________________________________________
 MG0624* NAD 83(1986)-  41 46 06.     (N)    091 56 35.     (W)     SCALED    
 MG0624* NAVD 88     -       249.607  (meters)     818.92   (feet)  ADJUSTED  
 MG0624  ___________________________________________________________________
 MG0624  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 MG0624  DYNAMIC HT  -         249.513 (meters)     818.61  (feet)  COMP
 MG0624  MODELED GRAV-     980,237.2   (mgal)                       NAVD 88
 MG0624
 MG0624  VERT ORDER  -  SECOND    CLASS 0
 MG0624
 MG0624.The horizontal coordinates were scaled from a topographic map and have
 MG0624.an estimated accuracy of +/- 6 seconds.
 MG0624
 MG0624.The orthometric height was determined by differential leveling
 MG0624.and adjusted by the National Geodetic Survey in June 1991..
 MG0624
 MG0624.The geoid height was determined by GEOID03.
 MG0624
 MG0624.The dynamic height is computed by dividing the NAVD 88
 MG0624.geopotential number by the normal gravity value computed on the
 MG0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0624.degrees latitude (g = 980.6199 gals.).
 MG0624
 MG0624.The modeled gravity was interpolated from observed gravity values.
 MG0624
 MG0624;                    North         East    Units  Estimated Accuracy
 MG0624;SPC IA S     -   197,540.      629,450.      MT  (+/- 180 meters Scaled)
 MG0624
 MG0624                          SUPERSEDED SURVEY CONTROL
 MG0624
 MG0624  NGVD 29 (??/??/92)  249.621  (m)          818.96   (f) ADJ UNCH    2 0
 MG0624
 MG0624.Superseded values are not recommended for survey control.
 MG0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0624.See file dsdata.txt to determine how the superseded data were derived.
 MG0624
 MG0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG878245(NAD 83)
 MG0624_MARKER: DB = BENCH MARK DISK
 MG0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0624_STAMPING: L 85 1934
 MG0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0624+STABILITY: SURFACE MOTION
 MG0624
 MG0624  HISTORY     - Date     Condition        Report By
 MG0624  HISTORY     - 1934     MONUMENTED       CGS
 MG0624  HISTORY     - 1982     POOR             NGS
 MG0624  HISTORY     - 20060529 POOR             GEOCAC
 MG0624
 MG0624                          STATION DESCRIPTION
 MG0624
 MG0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0624'1.5 MI E FROM SOUTH AMANA.
 MG0624'1.5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MG0624'PACIFIC RAILROAD FROM THE STATION AT SOUTH AMANA, IOWA COUNTY,
 MG0624'AT MILEPOST 62, AT A PUBLIC-ROAD CROSSING, 42 FEET NORTH OF THE
 MG0624'CENTERLINE OF THE TRACK, 21 FEET EAST OF THE CENTERLINE OF THE
 MG0624'ROAD, 3 FEET EAST AND 3 FEET SOUTH OF A RIGHT-OF-WAY FENCE CORNER,
 MG0624'AND 1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED L 85
 MG0624'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MG0624
 MG0624                          STATION RECOVERY (1982)
 MG0624
 MG0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MG0624'ONE CORNER OF THE POST BEING BROKEN OFF, 2.01 KM (1.25 MI) EAST ALONG
 MG0624'U.S. HIGHWAY 6, FROM THE JUNCTION WITH STATE HIGHWAY 220, AT SOUTH
 MG0624'AMANA, THENCE 0.32 KM (0.2 MI) SOUTH ALONG A GRAVELED ROAD TO THE
 MG0624'MARK ON THE LEFT, 6.4 KM (21 FT) EAST OF THE CENTERLINE OF THE ROAD,
 MG0624'2.29 M (7.5 FT) SOUTHWEST OF A POWERLINE POLE.
 MG0624
 MG0624                          STATION RECOVERY (2006)
 MG0624
 MG0624'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MG0624'FOUND AS DESCRIBED AND 1 FOOT NORTH OF WITNESS POST. RAILROAD IS
 MG0624'DISMANTLED BUT GRADE IS DISCERNABLE. DISK SOLIDLY SET AND POST APPEARS
 MG0624'VERTICAL, PROJECTING 8 INCHES, BUT POST IS BADLY CHIPPED AND EDGE OF
 MG0624'DISK IS BENT. HANDHELD COORDINATES N41 46 06.5 W091 56 35.5, SKY
 MG0624'VISIBILITY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0078 ***********************************************************************
 MH0078  DESIGNATION -  L 86
 MH0078  PID         -  MH0078
 MH0078  STATE/COUNTY-  IA/KEOKUK
 MH0078  USGS QUAD   -  SIGOURNEY (1965)
 MH0078
 MH0078                         *CURRENT SURVEY CONTROL
 MH0078  ___________________________________________________________________
 MH0078* NAD 83(1986)-  41 20 00.     (N)    092 12 17.     (W)     SCALED    
 MH0078* NAVD 88     -       243.220  (meters)     797.96   (feet)  ADJUSTED  
 MH0078  ___________________________________________________________________
 MH0078  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 MH0078  DYNAMIC HT  -         243.119 (meters)     797.63  (feet)  COMP
 MH0078  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 MH0078
 MH0078  VERT ORDER  -  SECOND    CLASS 0
 MH0078
 MH0078.The horizontal coordinates were scaled from a topographic map and have
 MH0078.an estimated accuracy of +/- 6 seconds.
 MH0078
 MH0078.The orthometric height was determined by differential leveling
 MH0078.and adjusted by the National Geodetic Survey in June 1991..
 MH0078
 MH0078.The geoid height was determined by GEOID03.
 MH0078
 MH0078.The dynamic height is computed by dividing the NAVD 88
 MH0078.geopotential number by the normal gravity value computed on the
 MH0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0078.degrees latitude (g = 980.6199 gals.).
 MH0078
 MH0078.The modeled gravity was interpolated from observed gravity values.
 MH0078
 MH0078;                    North         East    Units  Estimated Accuracy
 MH0078;SPC IA S     -   148,870.      608,420.      MT  (+/- 180 meters Scaled)
 MH0078
 MH0078                          SUPERSEDED SURVEY CONTROL
 MH0078
 MH0078  NGVD 29 (??/??/92)  243.230  (m)          798.00   (f) ADJ UNCH    2 0
 MH0078
 MH0078.Superseded values are not recommended for survey control.
 MH0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0078.See file dsdata.txt to determine how the superseded data were derived.
 MH0078
 MH0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF665760(NAD 83)
 MH0078_MARKER: DB = BENCH MARK DISK
 MH0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0078_SP_SET: WALL
 MH0078_STAMPING: L 86 1934
 MH0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0078
 MH0078  HISTORY     - Date     Condition        Report By
 MH0078  HISTORY     - 1934     MONUMENTED       CGS
 MH0078  HISTORY     - 1981     GOOD             NGS
 MH0078
 MH0078                          STATION DESCRIPTION
 MH0078
 MH0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0078'AT SIGOURNEY.
 MH0078'AT SIGOURNEY, KEOKUK COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 MH0078'WEST WALL, 8 INCHES SOUTH OF THE NORTHWEST CORNER OF THE BUILDING,
 MH0078'IN A LIMESTONE BLOCK, AND 3 FEET ABOVE THE GROUND.  A STANDARD DISK,
 MH0078'STAMPED L 86 1934 AND SET VERTICALLY.
 MH0078
 MH0078                          STATION RECOVERY (1981)
 MH0078
 MH0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MH0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0109 ***********************************************************************
 MH0109  CBN         -  This is a Cooperative Base Network Control Station.
 MH0109  DESIGNATION -  L 87
 MH0109  PID         -  MH0109
 MH0109  STATE/COUNTY-  IA/MAHASKA
 MH0109  USGS QUAD   -  NEW SHARON (1980)
 MH0109
 MH0109                         *CURRENT SURVEY CONTROL
 MH0109  ___________________________________________________________________
 MH0109* NAD 83(1996)-  41 27 46.90668(N)    092 38 49.22156(W)     ADJUSTED  
 MH0109* NAVD 88     -       263.407  (meters)     864.19   (feet)  ADJUSTED  
 MH0109  ___________________________________________________________________
 MH0109  X           -    -221,069.855 (meters)                     COMP
 MH0109  Y           -  -4,781,763.607 (meters)                     COMP
 MH0109  Z           -   4,201,249.245 (meters)                     COMP
 MH0109  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 MH0109  ELLIP HEIGHT-         231.24  (meters)          (06/15/04) GPS OBS
 MH0109  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 MH0109  DYNAMIC HT  -         263.298 (meters)     863.84  (feet)  COMP
 MH0109  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 MH0109
 MH0109  HORZ ORDER  -  B
 MH0109  VERT ORDER  -  SECOND    CLASS 0
 MH0109  ELLP ORDER  -  FOURTH    CLASS I
 MH0109
 MH0109.The horizontal coordinates were established by GPS observations
 MH0109.and adjusted by the National Geodetic Survey in August 1997..
 MH0109
 MH0109.The orthometric height was determined by differential leveling
 MH0109.and adjusted by the National Geodetic Survey in June 1991..
 MH0109
 MH0109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0109
 MH0109.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0109
 MH0109.The ellipsoidal height was determined by GPS observations
 MH0109.and is referenced to NAD 83.
 MH0109
 MH0109.The geoid height was determined by GEOID03.
 MH0109
 MH0109.The dynamic height is computed by dividing the NAVD 88
 MH0109.geopotential number by the normal gravity value computed on the
 MH0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0109.degrees latitude (g = 980.6199 gals.).
 MH0109
 MH0109.The modeled gravity was interpolated from observed gravity values.
 MH0109
 MH0109;                    North         East     Units Scale Factor Converg.
 MH0109;SPC IA S     -   162,818.377   571,258.145   MT  0.99995881   +0 33 42.7
 MH0109;UTM  15      - 4,590,219.944   529,478.631   MT  0.99961069   +0 14 01.4
 MH0109
 MH0109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0109!SPC IA S     -   0.99996373  x   0.99995881  =   0.99992254
 MH0109!UTM  15      -   0.99996373  x   0.99961069  =   0.99957444
 MH0109
 MH0109                          SUPERSEDED SURVEY CONTROL
 MH0109
 MH0109  ELLIP H (08/25/97)  231.27   (m)                       GP(       ) 4 1
 MH0109  NAD 83(1986)-  41 27 46.91106(N)    092 38 49.23260(W) AD(       ) 3
 MH0109  NAVD 88 (08/25/97)  263.41   (m)          864.2    (f) LEVELING    3  
 MH0109  NGVD 29 (??/??/92)  263.388  (m)          864.13   (f) ADJ UNCH    2 0
 MH0109
 MH0109.Superseded values are not recommended for survey control.
 MH0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0109.See file dsdata.txt to determine how the superseded data were derived.
 MH0109
 MH0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF2947990220(NAD 83)
 MH0109_MARKER: DB = BENCH MARK DISK
 MH0109_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MH0109_SP_SET: ABAND. WATER TANK FOOTING
 MH0109_STAMPING: L 87 1934
 MH0109_MARK LOGO: CGS   
 MH0109_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0109+STABILITY: SURFACE MOTION
 MH0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0109+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 MH0109
 MH0109  HISTORY     - Date     Condition        Report By
 MH0109  HISTORY     - 1934     MONUMENTED       CGS
 MH0109  HISTORY     - 19890812 GOOD             NGS
 MH0109  HISTORY     - 19960926 GOOD             IADT
 MH0109  HISTORY     - 20010529 GOOD             WOOLPT
 MH0109  HISTORY     - 20020308 GOOD             JCLS
 MH0109  HISTORY     - 20020315 GOOD             JCLS
 MH0109  HISTORY     - 20021010 GOOD             JCLS
 MH0109
 MH0109                          STATION DESCRIPTION
 MH0109
 MH0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0109'AT NEW SHARON.
 MH0109'AT NEW SHARON, MAHASKA COUNTY, 375 FEET SOUTH OF THE MINNEAPOLIS
 MH0109'AND ST. LOUIS RAILROAD STATION, AT AN ABANDONED WATER TANK, IN
 MH0109'THE CENTER OF THE SOUTHEAST CONCRETE FOOTING, 13 FEET WEST OF
 MH0109'THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 MH0109'RAIL.  A STANDARD DISK, STAMPED L 87 1934.
 MH0109
 MH0109                          STATION RECOVERY (1989)
 MH0109
 MH0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MH0109'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF NEW SHARON, BETWEEN
 MH0109'THE MAIN TRACKS AND SIDE TRACKS OF THE CHICAGO AND NORTHWESTERN
 MH0109'RAILROAD AND NEAR THE SOUTH END OF THE TAINTOR CO-OP PROPERTY.
 MH0109'OWNERSHIP--CHICAGO AND NORTHWESTERN RAILROAD, 1027 LINDEN AVENUE,
 MH0109'WATERLOO, IA 50703, PHONE 319-234-7771.
 MH0109'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 AND STATE
 MH0109'HIGHWAYS 102 AND 146 IN NEW SHARON, GO SOUTH ON US HIGHWAY 63 FOR 0.55
 MH0109'KM (0.35 MI) TO THE JUNCTION OF DEPOT STREET ON THE LEFT.  TURN LEFT,
 MH0109'EAST, ON DEPOT STREET FOR 0.3 KM (0.20 MI) TO THE ENTRANCE ROAD OF
 MH0109'TAINTOR CO-OP ON THE RIGHT JUST BEFORE A RAILROAD CROSSING.  TURN
 MH0109'RIGHT ON THE ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO THE ROADS END AND
 MH0109'THE STATION ON THE LEFT.
 MH0109'THE STATION IS A STANDARD CGS BENCHMARK DISK, LOCATED ABOUT 40.0 M
 MH0109'(131.2 FT) NORTH-NORTHEAST OF A WOODEN LOADING DOCK, 31.2 M
 MH0109'(102.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH STORAGE
 MH0109'BUILDING OF TAINTOR CO-OP, 9.3 M (30.5 FT) EAST OF THE EAST RAIL OF
 MH0109'THE SIDE TRACK, 3.8 M (12.5 FT) WEST OF THE WEST RAIL OF THE MAIN
 MH0109'TRACK, 0.4 M (1.3 FT) EAST OF A METAL WITNESS POST AND 0.45 M
 MH0109'(1.5 FT) NORTH OF A FIBERGLASS WITNESS POST.
 MH0109'DESCRIBED BY M. L. MCCREADY.
 MH0109
 MH0109                          STATION RECOVERY (1996)
 MH0109
 MH0109'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (AAW)
 MH0109'RECOVERED AS DESCRIBED BY IOWA DOT.  A PINK STATE HARN SURVEY SIGN WAS
 MH0109'SET 0.4 M (1.3 FT) WEST OF THE MONUMENT.  THE RAILROAD OWNERSHIP IS
 MH0109'NOW UNION PACIFIC RAILROAD, UNION PACIFIC BLDG., 1416 DODGE ST.,
 MH0109'OMAHA, NE 68179.  TELEPHONE-- (402) 271-5000.
 MH0109
 MH0109                          STATION RECOVERY (2001)
 MH0109
 MH0109'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (BJM)
 MH0109'THE STATION IS LOCATED APPROXIMATELY 20 MI SOUTH OF GRINNEL, 12 MI
 MH0109'NORTH OF OSKALOOSA,
 MH0109'AND IS IN NEW SHARON.
 MH0109' 
 MH0109'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 63 AND STATE ROUTES
 MH0109'146 AND 102 IN
 MH0109'NEW SHARON, PROCEED SOUTH ON US ROUTE 63 0.3 MI TO THE JUNCTION OF
 MH0109'DEPOT STREET ON THE
 MH0109'LEFT. TURN LEFT AND PROCEED EAST 0.3 MI ALONG DEPOT STREET TO A
 MH0109'RAILROAD CROSSING. TURN
 MH0109'RIGHT AND PROCEED SOUTH 0.15 MI ALONG THE WEST SIDE OF THE RAILROAD
 MH0109'TRACKS TO THE
 MH0109'STATION DIRECTLY AHEAD.
 MH0109' 
 MH0109'THE STATION IS LOCATED 16.69 M EAST OF EAST RAIL OF AN ABANDONED SPUR
 MH0109'LINE, 3.90 M WEST OF
 MH0109'THE WEST RAIL OF THE MAIN RAILROAD TRACKS, AND 0.37 M EAST OF A PINK
 MH0109'HARN SIGN. THE
 MH0109'STATION IS A USGS BENCHMARK DISK STAMPED-- L 87 1934-- SET IN A
 MH0109'CONCRETE FOOTING FOR A
 MH0109'WATER TOWER (NOW REMOVED) AND IS FLUSH WITH THE GROUND.
 MH0109' 
 MH0109' 
 MH0109' 
 MH0109' 
 MH0109'
 MH0109
 MH0109                          STATION RECOVERY (2002)
 MH0109
 MH0109'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 MH0109'DESCRIPTION IS ADEQUATE
 MH0109
 MH0109                          STATION RECOVERY (2002)
 MH0109
 MH0109'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MH0109'RECOVERED IN GOOD CONDITION.
 MH0109
 MH0109                          STATION RECOVERY (2002)
 MH0109
 MH0109'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MH0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0147 ***********************************************************************
 NK0147  DESIGNATION -  L 88
 NK0147  PID         -  NK0147
 NK0147  STATE/COUNTY-  IA/MARSHALL
 NK0147  USGS QUAD   -  LE GRAND (1978)
 NK0147
 NK0147                         *CURRENT SURVEY CONTROL
 NK0147  ___________________________________________________________________
 NK0147* NAD 83(1986)-  42 01 17.     (N)    092 51 05.     (W)     SCALED    
 NK0147* NAVD 88     -       265.194  (meters)     870.06   (feet)  ADJUSTED  
 NK0147  ___________________________________________________________________
 NK0147  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 NK0147  DYNAMIC HT  -         265.094 (meters)     869.73  (feet)  COMP
 NK0147  MODELED GRAV-     980,237.6   (mgal)                       NAVD 88
 NK0147
 NK0147  VERT ORDER  -  SECOND    CLASS 0
 NK0147
 NK0147.The horizontal coordinates were scaled from a topographic map and have
 NK0147.an estimated accuracy of +/- 6 seconds.
 NK0147
 NK0147.The orthometric height was determined by differential leveling
 NK0147.and adjusted by the National Geodetic Survey in June 1991..
 NK0147
 NK0147.The geoid height was determined by GEOID03.
 NK0147
 NK0147.The dynamic height is computed by dividing the NAVD 88
 NK0147.geopotential number by the normal gravity value computed on the
 NK0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0147.degrees latitude (g = 980.6199 gals.).
 NK0147
 NK0147.The modeled gravity was interpolated from observed gravity values.
 NK0147
 NK0147;                    North         East    Units  Estimated Accuracy
 NK0147;SPC IA N     - 1,058,120.    1,553,720.      MT  (+/- 180 meters Scaled)
 NK0147
 NK0147                          SUPERSEDED SURVEY CONTROL
 NK0147
 NK0147  NGVD 29 (??/??/92)  265.178  (m)          870.00   (f) ADJ UNCH    2 0
 NK0147
 NK0147.Superseded values are not recommended for survey control.
 NK0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0147.See file dsdata.txt to determine how the superseded data were derived.
 NK0147
 NK0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG123521(NAD 83)
 NK0147_MARKER: DB = BENCH MARK DISK
 NK0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0147_STAMPING: L 88 1934
 NK0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0147+STABILITY: SURFACE MOTION
 NK0147
 NK0147  HISTORY     - Date     Condition        Report By
 NK0147  HISTORY     - 1934     MONUMENTED       CGS
 NK0147  HISTORY     - 1957     MARK NOT FOUND   NGS
 NK0147
 NK0147                          STATION DESCRIPTION
 NK0147
 NK0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NK0147'5.8 MI SE FROM MARSHALLTOWN.
 NK0147'5.8 MILES SOUTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 NK0147'FROM THE CITY HALL AT MARSHALLTOWN, MARSHALL COUNTY, 9 POLES
 NK0147'SOUTH OF MILEPOST 247, AT A PUBLIC-ROAD CROSSING, 42 FEET
 NK0147'NORTHWEST OF THE CENTER OF THE CROSSING, 18 FEET EAST OF THE
 NK0147'CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN THE RAIL.  A
 NK0147'STANDARD DISK, STAMPED L 88 1934 AND SET IN THE TOP OF A CONCRETE
 NK0147'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0174 ***********************************************************************
 NL0174  DESIGNATION -  L 89
 NL0174  PID         -  NL0174
 NL0174  STATE/COUNTY-  IA/GREENE
 NL0174  USGS QUAD   -  SCRANTON (1980)
 NL0174
 NL0174                         *CURRENT SURVEY CONTROL
 NL0174  ___________________________________________________________________
 NL0174* NAD 83(1986)-  42 01 10.     (N)    094 32 46.     (W)     SCALED    
 NL0174* NAVD 88     -       359.811  (meters)    1180.48   (feet)  ADJUSTED  
 NL0174  ___________________________________________________________________
 NL0174  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 NL0174  DYNAMIC HT  -         359.699 (meters)    1180.11  (feet)  COMP
 NL0174  MODELED GRAV-     980,300.3   (mgal)                       NAVD 88
 NL0174
 NL0174  VERT ORDER  -  SECOND    CLASS 0
 NL0174
 NL0174.The horizontal coordinates were scaled from a topographic map and have
 NL0174.an estimated accuracy of +/- 6 seconds.
 NL0174
 NL0174.The orthometric height was determined by differential leveling
 NL0174.and adjusted by the National Geodetic Survey in June 1991..
 NL0174
 NL0174.The geoid height was determined by GEOID03.
 NL0174
 NL0174.The dynamic height is computed by dividing the NAVD 88
 NL0174.geopotential number by the normal gravity value computed on the
 NL0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0174.degrees latitude (g = 980.6199 gals.).
 NL0174
 NL0174.The modeled gravity was interpolated from observed gravity values.
 NL0174
 NL0174;                    North         East    Units  Estimated Accuracy
 NL0174;SPC IA N     - 1,058,230.    1,413,360.      MT  (+/- 180 meters Scaled)
 NL0174
 NL0174                          SUPERSEDED SURVEY CONTROL
 NL0174
 NL0174  NGVD 29 (??/??/92)  359.759  (m)         1180.31   (f) ADJ UNCH    2 0
 NL0174
 NL0174.Superseded values are not recommended for survey control.
 NL0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0174.See file dsdata.txt to determine how the superseded data were derived.
 NL0174
 NL0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG719530(NAD 83)
 NL0174_MARKER: DB = BENCH MARK DISK
 NL0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0174_SP_SET: CONCRETE FOUNDATION
 NL0174_STAMPING: L 89 1935
 NL0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0174
 NL0174  HISTORY     - Date     Condition        Report By
 NL0174  HISTORY     - 1935     MONUMENTED       CGS
 NL0174
 NL0174                          STATION DESCRIPTION
 NL0174
 NL0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0174'AT SCRANTON.
 NL0174'AT SCRANTON, GREENE COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NL0174'RAILWAY, 500 FEET WEST OF THE STATION, AT THE RAILROAD WATER TANK,
 NL0174'IN THE TOP OF THE EAST CORNER OF THE SOUTHEAST CONCRETE-BLOCK
 NL0174'FOUNDATION, AND 60 FEET NORTH OF THE CENTERLINE OF THE NORTH
 NL0174'TRACK.  A STANDARD DISK, STAMPED L 89 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0799 ***********************************************************************
 LF0799  DESIGNATION -  L 9
 LF0799  PID         -  LF0799
 LF0799  STATE/COUNTY-  IA/FREMONT
 LF0799  USGS QUAD   -  SIDNEY (1981)
 LF0799
 LF0799                         *CURRENT SURVEY CONTROL
 LF0799  ___________________________________________________________________
 LF0799* NAD 83(1986)-  40 38 35.     (N)    095 37 31.     (W)     SCALED    
 LF0799* NAVD 88     -       279.887  (meters)     918.26   (feet)  ADJUSTED  
 LF0799  ___________________________________________________________________
 LF0799  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LF0799  DYNAMIC HT  -         279.738 (meters)     917.77  (feet)  COMP
 LF0799  MODELED GRAV-     980,086.8   (mgal)                       NAVD 88
 LF0799
 LF0799  VERT ORDER  -  FIRST     CLASS II
 LF0799
 LF0799.The horizontal coordinates were scaled from a topographic map and have
 LF0799.an estimated accuracy of +/- 6 seconds.
 LF0799
 LF0799.The orthometric height was determined by differential leveling
 LF0799.and adjusted by the National Geodetic Survey in June 1991..
 LF0799
 LF0799.The geoid height was determined by GEOID03.
 LF0799
 LF0799.The dynamic height is computed by dividing the NAVD 88
 LF0799.geopotential number by the normal gravity value computed on the
 LF0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0799.degrees latitude (g = 980.6199 gals.).
 LF0799
 LF0799.The modeled gravity was interpolated from observed gravity values.
 LF0799
 LF0799;                    North         East    Units  Estimated Accuracy
 LF0799;SPC IA S     -    73,610.      320,250.      MT  (+/- 180 meters Scaled)
 LF0799
 LF0799                          SUPERSEDED SURVEY CONTROL
 LF0799
 LF0799  NGVD 29 (??/??/92)  279.784  (m)          917.92   (f) ADJ UNCH    1 2
 LF0799
 LF0799.Superseded values are not recommended for survey control.
 LF0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0799.See file dsdata.txt to determine how the superseded data were derived.
 LF0799
 LF0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF780024(NAD 83)
 LF0799_MARKER: DB = BENCH MARK DISK
 LF0799_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0799_SP_SET: BRIDGE
 LF0799_STAMPING: L 9 1933
 LF0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0799
 LF0799  HISTORY     - Date     Condition        Report By
 LF0799  HISTORY     - 1933     MONUMENTED       CGS
 LF0799  HISTORY     - 1949     GOOD             NGS
 LF0799  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0799
 LF0799                          STATION DESCRIPTION
 LF0799
 LF0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0799'4.2 MI NE FROM HAMBURG.
 LF0799'4.2 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0799'RAILROAD FROM THE STATION AT HAMBURG, 0.5 OF A MILE NORTH OF
 LF0799'BRIDGE 35.96, 22.3 FEET EAST OF THE EAST RAIL OF THE TRACK,
 LF0799'14.0 FEET WEST OF A NORTH-SOUTH FENCE, 13.8 FEET NORTH OF THE
 LF0799'CENTER LINE OF A PRIVATE ROAD CROSSING, 2.0 FEET NORTH OF A
 LF0799'STEEL POST.
 LF0799
 LF0799                          STATION RECOVERY (1976)
 LF0799
 LF0799'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0329 ***********************************************************************
 MJ0329  DESIGNATION -  L 90
 MJ0329  PID         -  MJ0329
 MJ0329  STATE/COUNTY-  IA/CRAWFORD
 MJ0329  USGS QUAD   -  MANNING (1978)
 MJ0329
 MJ0329                         *CURRENT SURVEY CONTROL
 MJ0329  ___________________________________________________________________
 MJ0329* NAD 83(1986)-  41 54 39.     (N)    095 06 45.     (W)     SCALED    
 MJ0329* NAVD 88     -       429.269  (meters)    1408.36   (feet)  ADJUSTED  
 MJ0329  ___________________________________________________________________
 MJ0329  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 MJ0329  DYNAMIC HT  -         429.071 (meters)    1407.71  (feet)  COMP
 MJ0329  MODELED GRAV-     980,149.2   (mgal)                       NAVD 88
 MJ0329
 MJ0329  VERT ORDER  -  SECOND    CLASS 0
 MJ0329
 MJ0329.The horizontal coordinates were scaled from a topographic map and have
 MJ0329.an estimated accuracy of +/- 6 seconds.
 MJ0329
 MJ0329.The orthometric height was determined by differential leveling
 MJ0329.and adjusted by the National Geodetic Survey in June 1991..
 MJ0329
 MJ0329.The geoid height was determined by GEOID03.
 MJ0329
 MJ0329.The dynamic height is computed by dividing the NAVD 88
 MJ0329.geopotential number by the normal gravity value computed on the
 MJ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0329.degrees latitude (g = 980.6199 gals.).
 MJ0329
 MJ0329.The modeled gravity was interpolated from observed gravity values.
 MJ0329
 MJ0329;                    North         East    Units  Estimated Accuracy
 MJ0329;SPC IA N     - 1,046,910.    1,366,220.      MT  (+/- 180 meters Scaled)
 MJ0329
 MJ0329                          SUPERSEDED SURVEY CONTROL
 MJ0329
 MJ0329  NGVD 29 (??/??/92)  429.130  (m)         1407.90   (f) ADJ UNCH    2 0
 MJ0329
 MJ0329.Superseded values are not recommended for survey control.
 MJ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0329.See file dsdata.txt to determine how the superseded data were derived.
 MJ0329
 MJ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG247420(NAD 83)
 MJ0329_MARKER: DB = BENCH MARK DISK
 MJ0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0329_STAMPING: L 90 1935 1407.760
 MJ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0329+STABILITY: SURFACE MOTION
 MJ0329
 MJ0329  HISTORY     - Date     Condition        Report By
 MJ0329  HISTORY     - 1935     MONUMENTED       CGS
 MJ0329  HISTORY     - 1949     GOOD             NGS
 MJ0329
 MJ0329                          STATION DESCRIPTION
 MJ0329
 MJ0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0329'2.8 MI W FROM MANNING.
 MJ0329'IN CRAWFORD COUNTY, 2.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE,
 MJ0329'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT MANNING, CARROLL
 MJ0329'COUNTY, AT MILEPOST 415, AT A ROAD CROSSING, AT UNDERPASS Z
 MJ0329'1338-1/2, IN THE TOP OF A CONCRETE CROSS BRACE BETWEEN PIERS, 4
 MJ0329'FEET SOUTHEAST OF THE NORTHWEST PIER, NORTHEAST OF THE TRACK, AND
 MJ0329'18 INCHES HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 1407.760
 MJ0329'L 90 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0350 ***********************************************************************
 NL0350  DESIGNATION -  L 91
 NL0350  PID         -  NL0350
 NL0350  STATE/COUNTY-  IA/CRAWFORD
 NL0350  USGS QUAD   -  UTE (1971)
 NL0350
 NL0350                         *CURRENT SURVEY CONTROL
 NL0350  ___________________________________________________________________
 NL0350* NAD 83(1986)-  42 03 16.     (N)    095 39 32.     (W)     SCALED    
 NL0350* NAVD 88     -       362.864  (meters)    1190.50   (feet)  ADJUSTED  
 NL0350  ___________________________________________________________________
 NL0350  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 NL0350  DYNAMIC HT  -         362.722 (meters)    1190.03  (feet)  COMP
 NL0350  MODELED GRAV-     980,220.8   (mgal)                       NAVD 88
 NL0350
 NL0350  VERT ORDER  -  SECOND    CLASS 0
 NL0350
 NL0350.The horizontal coordinates were scaled from a topographic map and have
 NL0350.an estimated accuracy of +/- 6 seconds.
 NL0350
 NL0350.The orthometric height was determined by differential leveling
 NL0350.and adjusted by the National Geodetic Survey in June 1991..
 NL0350
 NL0350.The geoid height was determined by GEOID03.
 NL0350
 NL0350.The dynamic height is computed by dividing the NAVD 88
 NL0350.geopotential number by the normal gravity value computed on the
 NL0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0350.degrees latitude (g = 980.6199 gals.).
 NL0350
 NL0350.The modeled gravity was interpolated from observed gravity values.
 NL0350
 NL0350;                    North         East    Units  Estimated Accuracy
 NL0350;SPC IA N     - 1,063,870.    1,321,310.      MT  (+/- 180 meters Scaled)
 NL0350
 NL0350                          SUPERSEDED SURVEY CONTROL
 NL0350
 NL0350  NGVD 29 (??/??/92)  362.715  (m)         1190.01   (f) ADJ UNCH    2 0
 NL0350
 NL0350.Superseded values are not recommended for survey control.
 NL0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0350.See file dsdata.txt to determine how the superseded data were derived.
 NL0350
 NL0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG799592(NAD 83)
 NL0350_MARKER: DB = BENCH MARK DISK
 NL0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0350_SP_SET: CULVERT
 NL0350_STAMPING: L 91 1935
 NL0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0350
 NL0350  HISTORY     - Date     Condition        Report By
 NL0350  HISTORY     - 1935     MONUMENTED       CGS
 NL0350
 NL0350                          STATION DESCRIPTION
 NL0350
 NL0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0350'2.7 MI E FROM UTE.
 NL0350'IN CRAWFORD COUNTY, 2.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE,
 NL0350'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT UTE, MONONA
 NL0350'COUNTY, 3 POLES WEST OF MILEPOST 30, AT RAILROAD CULVERT T 95,
 NL0350'60 FEET NORTH OF THE CENTERLINE OF THE TRACK, AT A 4- BY 10-FOOT
 NL0350'TWIN BOX CULVERT UNDER STATE HIGHWAY 141, IN THE TOP OF THE
 NL0350'SOUTH HEADWALL, 4.5 FEET EAST OF THE WEST END, 18 FEET SOUTH
 NL0350'OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE TRACK.  A
 NL0350'STANDARD DISK, STAMPED L 91 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0379 ***********************************************************************
 NL0379  DESIGNATION -  L 92
 NL0379  PID         -  NL0379
 NL0379  STATE/COUNTY-  IA/WOODBURY
 NL0379  USGS QUAD   -  OTO (1969)
 NL0379
 NL0379                         *CURRENT SURVEY CONTROL
 NL0379  ___________________________________________________________________
 NL0379* NAD 83(1986)-  42 15 14.     (N)    095 55 27.     (W)     SCALED    
 NL0379* NAVD 88     -       334.254  (meters)    1096.63   (feet)  ADJUSTED  
 NL0379  ___________________________________________________________________
 NL0379  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 NL0379  DYNAMIC HT  -         334.139 (meters)    1096.25  (feet)  COMP
 NL0379  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 NL0379
 NL0379  VERT ORDER  -  SECOND    CLASS 0
 NL0379
 NL0379.The horizontal coordinates were scaled from a topographic map and have
 NL0379.an estimated accuracy of +/- 6 seconds.
 NL0379
 NL0379.The orthometric height was determined by differential leveling
 NL0379.and adjusted by the National Geodetic Survey in June 1991..
 NL0379
 NL0379.The geoid height was determined by GEOID03.
 NL0379
 NL0379.The dynamic height is computed by dividing the NAVD 88
 NL0379.geopotential number by the normal gravity value computed on the
 NL0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0379.degrees latitude (g = 980.6199 gals.).
 NL0379
 NL0379.The modeled gravity was interpolated from observed gravity values.
 NL0379
 NL0379;                    North         East    Units  Estimated Accuracy
 NL0379;SPC IA N     - 1,086,610.    1,299,990.      MT  (+/- 180 meters Scaled)
 NL0379
 NL0379                          SUPERSEDED SURVEY CONTROL
 NL0379
 NL0379  NGVD 29 (??/??/92)  334.103  (m)         1096.14   (f) ADJ UNCH    2 0
 NL0379
 NL0379.Superseded values are not recommended for survey control.
 NL0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0379.See file dsdata.txt to determine how the superseded data were derived.
 NL0379
 NL0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG587821(NAD 83)
 NL0379_MARKER: DB = BENCH MARK DISK
 NL0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0379_SP_SET: CULVERT
 NL0379_STAMPING: L 92 1935
 NL0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0379
 NL0379  HISTORY     - Date     Condition        Report By
 NL0379  HISTORY     - 1935     MONUMENTED       CGS
 NL0379  HISTORY     - 1942     GOOD             NGS
 NL0379
 NL0379                          STATION DESCRIPTION
 NL0379
 NL0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NL0379'1.8 MI N FROM SMITHLAND.
 NL0379'1.8 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED ILLINOIS
 NL0379'CENTRAL RAILROAD FROM THE SITE OF THE FORMER STATION AT SMITHLAND,
 NL0379'60 FEET WEST OF THE CENTERLINE OF THE OLD ROADBED, AT A 2-
 NL0379'BY 3-FOOT CONCRETE-BOX CULVERT UNDER STATE HIGHWAY 31, IN THE
 NL0379'CENTER OF THE TOP OF THE EAST CONCRETE HEADWALL, 18 FEET
 NL0379'EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER
 NL0379'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED L 92 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0290 ***********************************************************************
 NL0290  DESIGNATION -  L 93
 NL0290  PID         -  NL0290
 NL0290  STATE/COUNTY-  IA/SAC
 NL0290  USGS QUAD   -  LAKE VIEW (1980)
 NL0290
 NL0290                         *CURRENT SURVEY CONTROL
 NL0290  ___________________________________________________________________
 NL0290* NAD 83(1986)-  42 16 11.     (N)    095 05 27.     (W)     SCALED    
 NL0290* NAVD 88     -       375.739  (meters)    1232.74   (feet)  ADJUSTED  
 NL0290  ___________________________________________________________________
 NL0290  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 NL0290  DYNAMIC HT  -         375.591 (meters)    1232.25  (feet)  COMP
 NL0290  MODELED GRAV-     980,219.9   (mgal)                       NAVD 88
 NL0290
 NL0290  VERT ORDER  -  SECOND    CLASS 0
 NL0290
 NL0290.The horizontal coordinates were scaled from a topographic map and have
 NL0290.an estimated accuracy of +/- 6 seconds.
 NL0290
 NL0290.The orthometric height was determined by differential leveling
 NL0290.and adjusted by the National Geodetic Survey in June 1991..
 NL0290
 NL0290.The geoid height was determined by GEOID03.
 NL0290
 NL0290.The dynamic height is computed by dividing the NAVD 88
 NL0290.geopotential number by the normal gravity value computed on the
 NL0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0290.degrees latitude (g = 980.6199 gals.).
 NL0290
 NL0290.The modeled gravity was interpolated from observed gravity values.
 NL0290
 NL0290;                    North         East    Units  Estimated Accuracy
 NL0290;SPC IA N     - 1,086,730.    1,368,770.      MT  (+/- 180 meters Scaled)
 NL0290
 NL0290                          SUPERSEDED SURVEY CONTROL
 NL0290
 NL0290  NGVD 29 (??/??/92)  375.627  (m)         1232.37   (f) ADJ UNCH    2 0
 NL0290
 NL0290.Superseded values are not recommended for survey control.
 NL0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0290.See file dsdata.txt to determine how the superseded data were derived.
 NL0290
 NL0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG275818(NAD 83)
 NL0290_MARKER: DB = BENCH MARK DISK
 NL0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0290_STAMPING: L 93 1935
 NL0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0290+STABILITY: SURFACE MOTION
 NL0290
 NL0290  HISTORY     - Date     Condition        Report By
 NL0290  HISTORY     - 1935     MONUMENTED       CGS
 NL0290  HISTORY     - 1943     GOOD             NGS
 NL0290  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0290
 NL0290                          STATION DESCRIPTION
 NL0290
 NL0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0290'AT WALL LAKE.
 NL0290'AT WALL LAKE, SAC COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NL0290'RAILWAY, 200 FEET WEST OF THE STATION, AT A STREET CROSSING,
 NL0290'54 FEET EAST OF THE CENTERLINE OF THE STREET, 45 FEET SOUTH OF
 NL0290'THE CENTERLINE OF THE MAIN TRACK, 3 FEET NORTH OF A FENCE CORNER,
 NL0290'AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NL0290'L 93 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NL0290
 NL0290                          STATION RECOVERY (1975)
 NL0290
 NL0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0850 ***********************************************************************
 MJ0850  DESIGNATION -  L 93
 MJ0850  PID         -  MJ0850
 MJ0850  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0850  USGS QUAD   -  LOVELAND (1994)
 MJ0850
 MJ0850                         *CURRENT SURVEY CONTROL
 MJ0850  ___________________________________________________________________
 MJ0850* NAD 83(1986)-  41 25 52.     (N)    095 55 51.     (W)     SCALED    
 MJ0850* NAVD 88     -       302.106  (meters)     991.16   (feet)  ADJUSTED  
 MJ0850  ___________________________________________________________________
 MJ0850  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 MJ0850  DYNAMIC HT  -         301.967 (meters)     990.70  (feet)  COMP
 MJ0850  MODELED GRAV-     980,157.8   (mgal)                       NAVD 88
 MJ0850
 MJ0850  VERT ORDER  -  SECOND    CLASS 0
 MJ0850
 MJ0850.The horizontal coordinates were scaled from a topographic map and have
 MJ0850.an estimated accuracy of +/- 6 seconds.
 MJ0850
 MJ0850.The orthometric height was determined by differential leveling
 MJ0850.and adjusted by the National Geodetic Survey in June 1991..
 MJ0850
 MJ0850.The geoid height was determined by GEOID03.
 MJ0850
 MJ0850.The dynamic height is computed by dividing the NAVD 88
 MJ0850.geopotential number by the normal gravity value computed on the
 MJ0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0850.degrees latitude (g = 980.6199 gals.).
 MJ0850
 MJ0850.The modeled gravity was interpolated from observed gravity values.
 MJ0850
 MJ0850;                    North         East    Units  Estimated Accuracy
 MJ0850;SPC IA S     -   161,760.      296,860.      MT  (+/- 180 meters Scaled)
 MJ0850
 MJ0850                          SUPERSEDED SURVEY CONTROL
 MJ0850
 MJ0850  NGVD 29 (??/??/92)  301.969  (m)          990.71   (f) ADJ UNCH    2 0
 MJ0850
 MJ0850.Superseded values are not recommended for survey control.
 MJ0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0850.See file dsdata.txt to determine how the superseded data were derived.
 MJ0850
 MJ0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF551907(NAD 83)
 MJ0850_MARKER: Z = SEE DESCRIPTION
 MJ0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0850+STABILITY: SURFACE MOTION
 MJ0850
 MJ0850  HISTORY     - Date     Condition        Report By
 MJ0850  HISTORY     - UNK      MONUMENTED       DOD
 MJ0850  HISTORY     - 1948     GOOD             NGS
 MJ0850  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0850
 MJ0850                          STATION DESCRIPTION
 MJ0850
 MJ0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0850'5.1 MI W FROM HONEY CREEK.
 MJ0850'1.1 MILES WEST ALONG A GRADED DIRT ROAD FROM THE RAILROAD STATION
 MJ0850'AT HONEY CREEK, THENCE 0.8 MILE SOUTH ALONG A GRADED DIRT ROAD
 MJ0850'TO A T ROAD JUNCTION, THENCE 0.2 MILE WEST ALONG A GRADED DIRT
 MJ0850'ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 MJ0850'1.3 MILES WEST ALONG A GRADED DIRT ROAD TO A ROAD INTERSECTION,
 MJ0850'THENCE 0.8 MILE NORTH ALONG A GRADED DIRT ROAD TO AN EAST AND
 MJ0850'WEST FENCE WHICH IS 0.2 MILE NORTH OF A FARMHOUSE, THENCE 0.3
 MJ0850'MILE WEST ALONG THE NORTH SIDE OF THE FENCE TO THE EAST EDGE OF A
 MJ0850'PLOWED FIELD, THENCE 0.2 MILE WEST ALONG A FENCE TO THE WEST
 MJ0850'EDGE OF THE PLOWED FIELD, THENCE 0.2 MILE WEST ALONG THE SOUTH
 MJ0850'SIDE OF A FENCE AND ACROSS A SMALL STREAM TO THE EAST BANK OF THE
 MJ0850'MISSOURI RIVER, IN A NORTH AND SOUTH CLEARED TRAVERSE LINE, 19.3
 MJ0850'FEET EAST OF THE HIGH BANK ON THE EAST SIDE OF THE RIVER, 148.0
 MJ0850'FEET SOUTH OF THE EAST AND WEST FENCE, 75.0 FEET SOUTHEAST OF
 MJ0850'RIVER GUAGE 677.8, A 1/2-INCH IRON ROD SET IN THE TOP OF A
 MJ0850'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 MJ0850
 MJ0850                          STATION RECOVERY (1955)
 MJ0850
 MJ0850'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0851 ***********************************************************************
 MJ0851  DESIGNATION -  L 94
 MJ0851  PID         -  MJ0851
 MJ0851  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0851  USGS QUAD   -  LOVELAND (1994)
 MJ0851
 MJ0851                         *CURRENT SURVEY CONTROL
 MJ0851  ___________________________________________________________________
 MJ0851* NAD 83(1986)-  41 25 52.     (N)    095 55 42.     (W)     SCALED    
 MJ0851* NAVD 88     -       301.343  (meters)     988.66   (feet)  ADJUSTED  
 MJ0851  ___________________________________________________________________
 MJ0851  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 MJ0851  DYNAMIC HT  -         301.205 (meters)     988.20  (feet)  COMP
 MJ0851  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 MJ0851
 MJ0851  VERT ORDER  -  SECOND    CLASS 0
 MJ0851
 MJ0851.The horizontal coordinates were scaled from a topographic map and have
 MJ0851.an estimated accuracy of +/- 6 seconds.
 MJ0851
 MJ0851.The orthometric height was determined by differential leveling
 MJ0851.and adjusted by the National Geodetic Survey in June 1991..
 MJ0851
 MJ0851.The geoid height was determined by GEOID03.
 MJ0851
 MJ0851.The dynamic height is computed by dividing the NAVD 88
 MJ0851.geopotential number by the normal gravity value computed on the
 MJ0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0851.degrees latitude (g = 980.6199 gals.).
 MJ0851
 MJ0851.The modeled gravity was interpolated from observed gravity values.
 MJ0851
 MJ0851;                    North         East    Units  Estimated Accuracy
 MJ0851;SPC IA S     -   161,760.      297,060.      MT  (+/- 180 meters Scaled)
 MJ0851
 MJ0851                          SUPERSEDED SURVEY CONTROL
 MJ0851
 MJ0851  NGVD 29 (??/??/92)  301.207  (m)          988.21   (f) ADJ UNCH    2 0
 MJ0851
 MJ0851.Superseded values are not recommended for survey control.
 MJ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0851.See file dsdata.txt to determine how the superseded data were derived.
 MJ0851
 MJ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF553907(NAD 83)
 MJ0851_MARKER: Z = SEE DESCRIPTION
 MJ0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0851+STABILITY: SURFACE MOTION
 MJ0851
 MJ0851  HISTORY     - Date     Condition        Report By
 MJ0851  HISTORY     - UNK      MONUMENTED       DOD
 MJ0851  HISTORY     - 1948     GOOD             NGS
 MJ0851  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0851
 MJ0851                          STATION DESCRIPTION
 MJ0851
 MJ0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0851'5.2 MI W FROM HONEY CREEK.
 MJ0851'1.1 MILES WEST ALONG A GRADED DIRT ROAD FROM THE RAILROAD STATION
 MJ0851'AT HONEY CREEK, THENCE 0.8 MILE SOUTH ALONG A GRADED DIRT ROAD
 MJ0851'TO A T ROAD JUNCTION, THENCE 0.2 MILE WEST ALONG A GRADED DIRT
 MJ0851'ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.3
 MJ0851'MILES WEST ALONG A GRADED DIRT ROAD TO A ROAD INTERSECTION,
 MJ0851'THENCE 0.8 MILE NORTH ALONG A GRADED DIRT ROAD TO AN EAST AND
 MJ0851'WEST FENCE WHICH IS 0.2 MILE NORTH OF A FARMHOUSE, THENCE 0.3
 MJ0851'MILE WEST ALONG THE NORTH SIDE OF A FENCE TO THE EAST EDGE OF A
 MJ0851'PLOWED FIELD, THENCE 0.2 MILE WEST ALONG A FENCE TO THE WEST
 MJ0851'EDGE OF THE PLOWED FIELD, THENCE 0.2 MILE WEST ALONG THE SOUTH
 MJ0851'SIDE OF A FENCE AND ACROSS A SMALL STREAM TO THE EAST BANK OF THE
 MJ0851'MISSOURI RIVER, THENCE 0.1 MILE SOUTH ALONG A CLEARED TRAVERSE
 MJ0851'LINE TO AN EAST AND WEST FENCE, AT THE CENTER OF THE
 MJ0851'INTERSECTION OF THE NORTH AND SOUTH CLEARED TRAVERSE LINE AND
 MJ0851'AN EAST AND WEST CLEARED TRAVERSE LINE, 75.0 FEET EAST OF THE
 MJ0851'EAST HIGH BANK OF THE RIVER, 6.7 FEET NORTH OF THE CENTER LINE
 MJ0851'OF THE EAST AND WEST CLEARING, 0.6 FOOT NORTH OF THE EAST AND
 MJ0851'WEST FENCE, A 1/2 INCH IRON ROD SET IN THE TOP OF A CONCRETE
 MJ0851'POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 MJ0851
 MJ0851                          STATION RECOVERY (1955)
 MJ0851
 MJ0851'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0340 ***********************************************************************
 NL0340  DESIGNATION -  L 94 RESET
 NL0340  PID         -  NL0340
 NL0340  STATE/COUNTY-  IA/CRAWFORD
 NL0340  USGS QUAD   -  SCHLESWIG (1971)
 NL0340
 NL0340                         *CURRENT SURVEY CONTROL
 NL0340  ___________________________________________________________________
 NL0340* NAD 83(1986)-  42 09 48.     (N)    095 26 12.     (W)     SCALED    
 NL0340* NAVD 88     -       456.59   (meters)    1498.0    (feet)  RESET     
 NL0340  ___________________________________________________________________
 NL0340  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 NL0340
 NL0340  VERT ORDER  -  THIRD
 NL0340
 NL0340.The horizontal coordinates were scaled from a topographic map and have
 NL0340.an estimated accuracy of +/- 6 seconds.
 NL0340
 NL0340.The orthometric height was computed from unverified reset data.
 NL0340
 NL0340.The geoid height was determined by GEOID03.
 NL0340
 NL0340;                    North         East    Units  Estimated Accuracy
 NL0340;SPC IA N     - 1,075,510.    1,339,970.      MT  (+/- 180 meters Scaled)
 NL0340
 NL0340                          SUPERSEDED SURVEY CONTROL
 NL0340
 NL0340  NGVD 29 (??/??/??)  456.43   (m)         1497.5    (f) RESET       3  
 NL0340
 NL0340.Superseded values are not recommended for survey control.
 NL0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0340.See file dsdata.txt to determine how the superseded data were derived.
 NL0340
 NL0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG987707(NAD 83)
 NL0340_MARKER: DB = BENCH MARK DISK
 NL0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0340_SP_SET: PIER
 NL0340_STAMPING: L 94 RESET 1969
 NL0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0340
 NL0340  HISTORY     - Date     Condition        Report By
 NL0340  HISTORY     - 1969     MONUMENTED       CGS
 NL0340
 NL0340                          STATION DESCRIPTION
 NL0340
 NL0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NL0340'AT SCHLESWIG.
 NL0340'AT SCHLESWIG, ABOUT 200 FEET SOUTH-SOUTHWEST OF THE LUMBER YARD,
 NL0340'108 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE ABANDONED
 NL0340'RAILROAD DEPOT, CEMENTED IN A DRILL HOLE IN THE WEST END OF THE
 NL0340'SOUTH PIER FOR AN AMMONIA TANK AND PROJECTS 3 FEET ABOVE THE
 NL0340'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0943 ***********************************************************************
 MJ0943  DESIGNATION -  L 95
 MJ0943  PID         -  MJ0943
 MJ0943  STATE/COUNTY-  IA/MONONA
 MJ0943  USGS QUAD   -  MOORHEAD (1971)
 MJ0943
 MJ0943                         *CURRENT SURVEY CONTROL
 MJ0943  ___________________________________________________________________
 MJ0943* NAD 83(1986)-  41 54 26.     (N)    095 52 05.     (W)     SCALED    
 MJ0943* NAVD 88     -       335.065  (meters)    1099.29   (feet)  ADJUSTED  
 MJ0943  ___________________________________________________________________
 MJ0943  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 MJ0943  DYNAMIC HT  -         334.932 (meters)    1098.86  (feet)  COMP
 MJ0943  MODELED GRAV-     980,216.5   (mgal)                       NAVD 88
 MJ0943
 MJ0943  VERT ORDER  -  SECOND    CLASS 0
 MJ0943
 MJ0943.The horizontal coordinates were scaled from a topographic map and have
 MJ0943.an estimated accuracy of +/- 6 seconds.
 MJ0943
 MJ0943.The orthometric height was determined by differential leveling
 MJ0943.and adjusted by the National Geodetic Survey in June 1991..
 MJ0943
 MJ0943.The geoid height was determined by GEOID03.
 MJ0943
 MJ0943.The dynamic height is computed by dividing the NAVD 88
 MJ0943.geopotential number by the normal gravity value computed on the
 MJ0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0943.degrees latitude (g = 980.6199 gals.).
 MJ0943
 MJ0943.The modeled gravity was interpolated from observed gravity values.
 MJ0943
 MJ0943;                    North         East    Units  Estimated Accuracy
 MJ0943;SPC IA N     - 1,047,990.    1,303,540.      MT  (+/- 180 meters Scaled)
 MJ0943
 MJ0943                          SUPERSEDED SURVEY CONTROL
 MJ0943
 MJ0943  NGVD 29 (??/??/92)  334.915  (m)         1098.80   (f) ADJ UNCH    2 0
 MJ0943
 MJ0943.Superseded values are not recommended for survey control.
 MJ0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0943.See file dsdata.txt to determine how the superseded data were derived.
 MJ0943
 MJ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG621434(NAD 83)
 MJ0943_MARKER: DB = BENCH MARK DISK
 MJ0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0943_STAMPING: L 95 1935
 MJ0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0943+STABILITY: SURFACE MOTION
 MJ0943
 MJ0943  HISTORY     - Date     Condition        Report By
 MJ0943  HISTORY     - 1935     MONUMENTED       CGS
 MJ0943  HISTORY     - 1943     GOOD             NGS
 MJ0943
 MJ0943                          STATION DESCRIPTION
 MJ0943
 MJ0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MJ0943'1.3 MI SW FROM MOORHEAD.
 MJ0943'1.3 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0943'FROM THE STATION AT MOORHEAD, MONONA COUNTY, AT BRIDGE 247-1/2,
 MJ0943'AT A PRIVATE ROAD CROSSING, 47 FEET NORTHWEST OF THE CENTERLINE
 MJ0943'OF THE TRACK, 15 FEET NORTHEAST OF THE CENTER OF A GATE, 2 FEET
 MJ0943'SOUTHEAST OF A FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 MJ0943'STAMPED L 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0653 ***********************************************************************
 MJ0653  DESIGNATION -  L 97
 MJ0653  PID         -  MJ0653
 MJ0653  STATE/COUNTY-  IA/MILLS
 MJ0653  USGS QUAD   -  GLENWOOD (1994)
 MJ0653
 MJ0653                         *CURRENT SURVEY CONTROL
 MJ0653  ___________________________________________________________________
 MJ0653* NAD 83(1986)-  41 06 36.     (N)    095 38 08.     (W)     SCALED    
 MJ0653* NAVD 88     -       318.434  (meters)    1044.73   (feet)  ADJUSTED  
 MJ0653  ___________________________________________________________________
 MJ0653  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MJ0653  DYNAMIC HT  -         318.302 (meters)    1044.30  (feet)  COMP
 MJ0653  MODELED GRAV-     980,199.6   (mgal)                       NAVD 88
 MJ0653
 MJ0653  VERT ORDER  -  SECOND    CLASS 0
 MJ0653
 MJ0653.The horizontal coordinates were scaled from a topographic map and have
 MJ0653.an estimated accuracy of +/- 6 seconds.
 MJ0653
 MJ0653.The orthometric height was determined by differential leveling
 MJ0653.and adjusted by the National Geodetic Survey in June 1991..
 MJ0653
 MJ0653.The geoid height was determined by GEOID03.
 MJ0653
 MJ0653.The dynamic height is computed by dividing the NAVD 88
 MJ0653.geopotential number by the normal gravity value computed on the
 MJ0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0653.degrees latitude (g = 980.6199 gals.).
 MJ0653
 MJ0653.The modeled gravity was interpolated from observed gravity values.
 MJ0653
 MJ0653;                    North         East    Units  Estimated Accuracy
 MJ0653;SPC IA S     -   125,470.      320,650.      MT  (+/- 180 meters Scaled)
 MJ0653
 MJ0653                          SUPERSEDED SURVEY CONTROL
 MJ0653
 MJ0653  NGVD 29 (??/??/92)  318.339  (m)         1044.42   (f) ADJ UNCH    2 0
 MJ0653
 MJ0653.Superseded values are not recommended for survey control.
 MJ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0653.See file dsdata.txt to determine how the superseded data were derived.
 MJ0653
 MJ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF787543(NAD 83)
 MJ0653_MARKER: DB = BENCH MARK DISK
 MJ0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0653_STAMPING: L 97 1935
 MJ0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0653+STABILITY: SURFACE MOTION
 MJ0653
 MJ0653  HISTORY     - Date     Condition        Report By
 MJ0653  HISTORY     - 1935     MONUMENTED       CGS
 MJ0653  HISTORY     - 1955     GOOD             NGS
 MJ0653
 MJ0653                          STATION DESCRIPTION
 MJ0653
 MJ0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MJ0653'AT SILVER CITY.
 MJ0653'AT SILVER CITY, MILLS COUNTY, AT THE WABASH RAILROAD STATION,
 MJ0653'66 FEET WEST OF THE WEST SIDE OF A WATER TANK, AT A ROAD CROSSING,
 MJ0653'105 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, 22 FEET
 MJ0653'NORTH OF THE CENTERLINE OF THE ROAD, 15 FEET WEST OF THE CENTERLINE
 MJ0653'OF THE SIDETRACK, 10 FEET NORTH OF A POLE, AND LEVEL WITH THE
 MJ0653'TRACK.  A STANDARD DISK, STAMPED L 97 1935 AND SET IN THE TOP
 MJ0653'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0278 ***********************************************************************
 LF0278  DESIGNATION -  L 98
 LF0278  PID         -  LF0278
 LF0278  STATE/COUNTY-  IA/PAGE
 LF0278  USGS QUAD   -  COBURG (1978)
 LF0278
 LF0278                         *CURRENT SURVEY CONTROL
 LF0278  ___________________________________________________________________
 LF0278* NAD 83(1986)-  40 53 11.     (N)    095 16 24.     (W)     SCALED    
 LF0278* NAVD 88     -       305.705  (meters)    1002.97   (feet)  ADJUSTED  
 LF0278  ___________________________________________________________________
 LF0278  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LF0278  DYNAMIC HT  -         305.545 (meters)    1002.44  (feet)  COMP
 LF0278  MODELED GRAV-     980,092.3   (mgal)                       NAVD 88
 LF0278
 LF0278  VERT ORDER  -  SECOND    CLASS 0
 LF0278
 LF0278.The horizontal coordinates were scaled from a topographic map and have
 LF0278.an estimated accuracy of +/- 6 seconds.
 LF0278
 LF0278.The orthometric height was determined by differential leveling
 LF0278.and adjusted by the National Geodetic Survey in June 1991..
 LF0278
 LF0278.The geoid height was determined by GEOID03.
 LF0278
 LF0278.The dynamic height is computed by dividing the NAVD 88
 LF0278.geopotential number by the normal gravity value computed on the
 LF0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0278.degrees latitude (g = 980.6199 gals.).
 LF0278
 LF0278.The modeled gravity was interpolated from observed gravity values.
 LF0278
 LF0278;                    North         East    Units  Estimated Accuracy
 LF0278;SPC IA S     -    99,960.      350,560.      MT  (+/- 180 meters Scaled)
 LF0278
 LF0278                          SUPERSEDED SURVEY CONTROL
 LF0278
 LF0278  NGVD 29 (??/??/92)  305.598  (m)         1002.62   (f) ADJ UNCH    2 0
 LF0278
 LF0278.Superseded values are not recommended for survey control.
 LF0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0278.See file dsdata.txt to determine how the superseded data were derived.
 LF0278
 LF0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF084286(NAD 83)
 LF0278_MARKER: DB = BENCH MARK DISK
 LF0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0278_STAMPING: L 98 1935
 LF0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0278+STABILITY: SURFACE MOTION
 LF0278
 LF0278  HISTORY     - Date     Condition        Report By
 LF0278  HISTORY     - 1935     MONUMENTED       CGS
 LF0278  HISTORY     - 1949     GOOD             NGS
 LF0278
 LF0278                          STATION DESCRIPTION
 LF0278
 LF0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0278'2.2 MI SW FROM COBURG.
 LF0278'2.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0278'RAILWAY FROM THE STATION AT COBURG, AT A ROAD CROSSING, 147 FEET
 LF0278'SOUTH OF THE CENTER LINE OF THE DIRT ROAD LEADING EAST AND WEST,
 LF0278'43 FEET WEST OF THE WEST RAIL OF THE TRACK, 13 FEET EAST OF
 LF0278'THE CENTER LINE OF A FARM ROAD LEADING SOUTH ALONG THE EAST
 LF0278'EDGE OF A FIELD, 5.7 FEET EAST OF THE WEST RIGHT OF WAY FENCE,
 LF0278'0.6 FOOT WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 LF0278'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0453 ***********************************************************************
 MJ0453  DESIGNATION -  L 99
 MJ0453  PID         -  MJ0453
 MJ0453  STATE/COUNTY-  IA/CASS
 MJ0453  USGS QUAD   -  ATLANTIC (1971)
 MJ0453
 MJ0453                         *CURRENT SURVEY CONTROL
 MJ0453  ___________________________________________________________________
 MJ0453* NAD 83(1986)-  41 23 34.     (N)    095 02 13.     (W)     SCALED    
 MJ0453* NAVD 88     -       354.065  (meters)    1161.63   (feet)  ADJUSTED  
 MJ0453  ___________________________________________________________________
 MJ0453  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MJ0453  DYNAMIC HT  -         353.935 (meters)    1161.20  (feet)  COMP
 MJ0453  MODELED GRAV-     980,245.2   (mgal)                       NAVD 88
 MJ0453
 MJ0453  VERT ORDER  -  SECOND    CLASS 0
 MJ0453
 MJ0453.The horizontal coordinates were scaled from a topographic map and have
 MJ0453.an estimated accuracy of +/- 6 seconds.
 MJ0453
 MJ0453.The orthometric height was determined by differential leveling
 MJ0453.and adjusted by the National Geodetic Survey in June 1991..
 MJ0453
 MJ0453.The geoid height was determined by GEOID03.
 MJ0453
 MJ0453.The dynamic height is computed by dividing the NAVD 88
 MJ0453.geopotential number by the normal gravity value computed on the
 MJ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0453.degrees latitude (g = 980.6199 gals.).
 MJ0453
 MJ0453.The modeled gravity was interpolated from observed gravity values.
 MJ0453
 MJ0453;                    North         East    Units  Estimated Accuracy
 MJ0453;SPC IA S     -   155,800.      371,470.      MT  (+/- 180 meters Scaled)
 MJ0453
 MJ0453                          SUPERSEDED SURVEY CONTROL
 MJ0453
 MJ0453  NGVD 29 (??/??/92)  354.000  (m)         1161.41   (f) ADJ UNCH    2 0
 MJ0453
 MJ0453.Superseded values are not recommended for survey control.
 MJ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0453.See file dsdata.txt to determine how the superseded data were derived.
 MJ0453
 MJ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF297843(NAD 83)
 MJ0453_MARKER: DB = BENCH MARK DISK
 MJ0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0453_STAMPING: L 99 1935
 MJ0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0453
 MJ0453  HISTORY     - Date     Condition        Report By
 MJ0453  HISTORY     - 1935     MONUMENTED       CGS
 MJ0453
 MJ0453                          STATION DESCRIPTION
 MJ0453
 MJ0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0453'1.5 MI S FROM ATLANTIC.
 MJ0453'1.5 MILES SOUTH ALONG U.S. HIGHWAY 6, FROM THE COURTHOUSE AT
 MJ0453'ATLANTIC CASS COUNTY.  22 FEET WEST OF THE CENTERLINE OF THE
 MJ0453'CENTERLINE OF THE HIGHWAY, AT A 12 FOOT CONCRETE CULVERT IN THE
 MJ0453'TOP OF THE NORTHWEST CORNER OF THE WEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0461 ***********************************************************************
 MH0461  DESIGNATION -  LADORA GRAIN ELEV NW CORNER
 MH0461  PID         -  MH0461
 MH0461  STATE/COUNTY-  IA/IOWA
 MH0461  USGS QUAD   -  LADORA (1965)
 MH0461
 MH0461                         *CURRENT SURVEY CONTROL
 MH0461  ___________________________________________________________________
 MH0461* NAD 83(1996)-  41 45 18.81651(N)    092 11 00.69542(W)     ADJUSTED  
 MH0461* NAVD 88     -                                                        
 MH0461  ___________________________________________________________________
 MH0461  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 MH0461  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 MH0461
 MH0461  HORZ ORDER  -  THIRD
 MH0461
 MH0461.The horizontal coordinates were established by classical geodetic methods
 MH0461.and adjusted by the National Geodetic Survey in May 1999..
 MH0461
 MH0461
 MH0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0461
 MH0461.The geoid height was determined by GEOID03.
 MH0461
 MH0461;                    North         East     Units Scale Factor Converg.
 MH0461;SPC IA S     -   195,749.766   609,483.114   MT  0.99999513   +0 52 01.8
 MH0461;SPC IA N     - 1,029,202.675 1,609,491.186   MT  1.00007109   +0 53 32.0
 MH0461;UTM  15      - 4,622,922.004   567,877.173   MT  0.99965669   +0 32 37.5
 MH0461
 MH0461                          SUPERSEDED SURVEY CONTROL
 MH0461
 MH0461  NAD 83(1986)-  41 45 18.82205(N)    092 11 00.70155(W) AD(       ) 4
 MH0461  NAD 27      -  41 45 18.82000(N)    092 11 00.05000(W) AD(       ) 3
 MH0461
 MH0461.Superseded values are not recommended for survey control.
 MH0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0461.See file dsdata.txt to determine how the superseded data were derived.
 MH0461
 MH0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG6787722922(NAD 83)
 MH0461_MARKER: 65 = GRAIN ELEVATOR
 MH0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0461+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2006
 MH0461
 MH0461  HISTORY     - Date     Condition        Report By
 MH0461  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0461  HISTORY     - 20060529 GOOD             GEOCAC
 MH0461
 MH0461                          STATION DESCRIPTION
 MH0461
 MH0461'DESCRIBED BY GEOCACHING 2006 (BDH)
 MH0461'SITE DOES NOT APPEAR OPERATIONAL BUT RECTANGULAR SILO REMAINS WITHIN
 MH0461'HANDHELD ACCURACY OF COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0460 ***********************************************************************
 MH0460  DESIGNATION -  LADORA MUNICIPAL TANK
 MH0460  PID         -  MH0460
 MH0460  STATE/COUNTY-  IA/IOWA
 MH0460  USGS QUAD   -  LADORA (1965)
 MH0460
 MH0460                         *CURRENT SURVEY CONTROL
 MH0460  ___________________________________________________________________
 MH0460* NAD 83(1996)-  41 45 29.20118(N)    092 10 53.80101(W)     ADJUSTED  
 MH0460* NAVD 88     -                                                        
 MH0460  ___________________________________________________________________
 MH0460  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 MH0460  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 MH0460
 MH0460  HORZ ORDER  -  THIRD
 MH0460
 MH0460.The horizontal coordinates were established by classical geodetic methods
 MH0460.and adjusted by the National Geodetic Survey in May 1999..
 MH0460
 MH0460
 MH0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0460
 MH0460.The geoid height was determined by GEOID03.
 MH0460
 MH0460;                    North         East     Units Scale Factor Converg.
 MH0460;SPC IA S     -   196,072.532   609,637.515   MT  0.99999562   +0 52 06.3
 MH0460;SPC IA N     - 1,029,525.533 1,609,645.456   MT  1.00007030   +0 53 36.7
 MH0460;UTM  15      - 4,623,243.784   568,033.340   MT  0.99965696   +0 32 42.2
 MH0460
 MH0460                          SUPERSEDED SURVEY CONTROL
 MH0460
 MH0460  NAD 83(1986)-  41 45 29.20686(N)    092 10 53.80776(W) AD(       ) 4
 MH0460  NAD 27      -  41 45 29.19800(N)    092 10 53.15200(W) AD(       ) 3
 MH0460
 MH0460.Superseded values are not recommended for survey control.
 MH0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0460.See file dsdata.txt to determine how the superseded data were derived.
 MH0460
 MH0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG6803323244(NAD 83)
 MH0460_MARKER: 51 = TANK
 MH0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0460+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2006
 MH0460
 MH0460  HISTORY     - Date     Condition        Report By
 MH0460  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0460  HISTORY     - 20060529 GOOD             GEOCAC
 MH0460
 MH0460                          STATION DESCRIPTION
 MH0460
 MH0460'DESCRIBED BY GEOCACHING 2006 (BDH)
 MH0460'CYLINDRICAL SILVER TANK ON 4 LEGS WITH RED CONICAL ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0587 ***********************************************************************
 NL0587  DESIGNATION -  LAKE
 NL0587  PID         -  NL0587
 NL0587  STATE/COUNTY-  IA/SAC
 NL0587  USGS QUAD   -  LAKE VIEW (1980)
 NL0587
 NL0587                         *CURRENT SURVEY CONTROL
 NL0587  ___________________________________________________________________
 NL0587* NAD 83(1996)-  42 20 38.83015(N)    095 01 56.80781(W)     ADJUSTED  
 NL0587* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 NL0587  ___________________________________________________________________
 NL0587  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 NL0587  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 NL0587
 NL0587  HORZ ORDER  -  FIRST
 NL0587
 NL0587.The horizontal coordinates were established by classical geodetic methods
 NL0587.and adjusted by the National Geodetic Survey in May 1999..
 NL0587
 NL0587.The orthometric height was scaled from a topographic map.
 NL0587
 NL0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0587
 NL0587.The geoid height was determined by GEOID03.
 NL0587
 NL0587;                    North         East     Units Scale Factor Converg.
 NL0587;SPC IA N     - 1,094,905.891 1,373,733.798   MT  0.99996122   -1 02 19.0
 NL0587;UTM  15      - 4,689,985.116   332,584.224   MT  0.99994486   -1 22 09.6
 NL0587
 NL0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0587!SPC IA N     -   0.99994116  x   0.99996122  =   0.99990238
 NL0587!UTM  15      -   0.99994116  x   0.99994486  =   0.99988603
 NL0587
 NL0587|---------------------------------------------------------------------|
 NL0587| PID    Reference Object                     Distance      Geod. Az  |
 NL0587|                                                           dddmmss.s |
 NL0587| CO3900 LAKE RM 1                            23.872 METERS 05004     |
 NL0587| NL0589 LAKE VIEW MUNICIPAL TANK            APPROX. 4.5 KM 2055404.7 |
 NL0587| NL0588 WALL LAKE MUNICIPAL TANK            APPROX. 9.3 KM 2101234.7 |
 NL0587| CO3899 LAKE AZ MK                                         2453647.8 |
 NL0587| NL0628 ODEBOLT MUNICIPAL TANK              APPROX.18.8 KM 2575805.4 |
 NL0587| CO3901 LAKE RM 2                            16.151 METERS 32105     |
 NL0587|---------------------------------------------------------------------|
 NL0587
 NL0587                          SUPERSEDED SURVEY CONTROL
 NL0587
 NL0587  NAD 83(1996)-  42 20 38.82942(N)    095 01 56.80930(W) AD(       ) 1
 NL0587  NAD 83(1986)-  42 20 38.82831(N)    095 01 56.80908(W) AD(       ) 1
 NL0587  NAD 27      -  42 20 38.89200(N)    095 01 55.85200(W) AD(       ) 1
 NL0587
 NL0587.Superseded values are not recommended for survey control.
 NL0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0587.See file dsdata.txt to determine how the superseded data were derived.
 NL0587
 NL0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3258489985(NAD 83)
 NL0587_MARKER: DS = TRIANGULATION STATION DISK
 NL0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0587
 NL0587  HISTORY     - Date     Condition        Report By
 NL0587  HISTORY     - 1950     MONUMENTED       CGS
 NL0587
 NL0587                          STATION DESCRIPTION
 NL0587
 NL0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0587'STATION IS LOCATED ABOUT 3 MILES NORTH NORTHEAST OF LAKE VIEW IN
 NL0587'A FARM YARD.  STATION IS 73 FEET EAST OF THE APPROXIMATE
 NL0587'CENTERLINE OF GRAVEL ROAD AND 56 FEET SOUTH OF THE APPROXIMATE
 NL0587'CENTERLINE OF DRIVEWAY.  THE MARK IS FLUSH WITH THE GROUND AND
 NL0587'THE DISK IS STAMPED LAKE 1950.
 NL0587'
 NL0587'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE APPROXIMATE
 NL0587'CENTERLINE OF DRIVEWAY AND 1.5 FEET NORTHWEST OF NORTHWEST
 NL0587'CORNER OF BARN.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 NL0587'STAMPED LAKE NO 1 1950.
 NL0587'
 NL0587'REFERENCE MARK NO. 2 IS 39 FEET EAST OF THE APPROXIMATE
 NL0587'CENTERLINE OF GRAVEL ROAD, 14 FEET SOUTH OF THE APPROXIMATE
 NL0587'CENTERLINE OF DRIVEWAY AND 12 FEET SOUTHWEST OF LARGE MAPLE
 NL0587'TREE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 NL0587'LAKE NO 2 1950.
 NL0587'
 NL0587'AZIMUTH MARK IS 33 FEET NORTH OF THE APPROXIMATE CENTERLINE
 NL0587'OF GRAVEL ROAD, 1.5 FEET EAST OF WITNESS POST AND IN FENCELINE.
 NL0587'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 NL0587'LAKE 1950.
 NL0587'
 NL0587'TO REACH FROM THE MUNICIPAL BUILDING IN LAKE VIEW GO EAST AND
 NL0587'NORTHEAST ON CITY ROUTE U.S. 71 FOR 0.8 MILE TO JUNCTION WITH
 NL0587'U.S. HIGHWAY 71.  CONTINUE EAST ON U.S. HIGHWAY 71 FOR 0.3 MILE
 NL0587'TO CROSSROADS.  TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR
 NL0587'2.0 MILES TO CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR 0.25
 NL0587'MILE TO FARM AND STATION RIGHT OR EAST SIDE OF ROAD AS
 NL0587'DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION GO SOUTH FOR 0.25
 NL0587'MILE TO CROSSROADS.  TURN RIGHT AND GO WEST FOR 0.5 MILE TO
 NL0587'AZIMUTH ON RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.
 NL0587'
 NL0587'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0798 ***********************************************************************
 MG0798  DESIGNATION -  LAKE
 MG0798  PID         -  MG0798
 MG0798  STATE/COUNTY-  IA/MUSCATINE
 MG0798  USGS QUAD   -  MUSCATINE NW (1965)
 MG0798
 MG0798                         *CURRENT SURVEY CONTROL
 MG0798  ___________________________________________________________________
 MG0798* NAD 83(1996)-  41 26 55.34907(N)    091 07 40.60815(W)     ADJUSTED  
 MG0798* NAVD 88     -       228.2    (meters)     749.     (feet)  VERTCON   
 MG0798  ___________________________________________________________________
 MG0798  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 MG0798  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MG0798
 MG0798  HORZ ORDER  -  SECOND
 MG0798
 MG0798.The horizontal coordinates were established by classical geodetic methods
 MG0798.and adjusted by the National Geodetic Survey in May 1999..
 MG0798
 MG0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0798
 MG0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0798
 MG0798.The geoid height was determined by GEOID03.
 MG0798
 MG0798;                    North         East     Units Scale Factor Converg.
 MG0798;SPC IA S     -   163,580.846   698,180.606   MT  0.99995770   +1 33 44.9
 MG0798;UTM  15      - 4,590,261.221   656,373.470   MT  0.99990093   +1 14 22.0
 MG0798
 MG0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0798!SPC IA S     -   0.99996935  x   0.99995770  =   0.99992705
 MG0798!UTM  15      -   0.99996935  x   0.99990093  =   0.99987028
 MG0798
 MG0798|---------------------------------------------------------------------|
 MG0798| PID    Reference Object                     Distance      Geod. Az  |
 MG0798|                                                           dddmmss.s |
 MG0798| CL9706 LAKE RM 1                            18.867 METERS 09316     |
 MG0798| MG0791 MUSCATINE                           APPROX. 5.5 KM 1202816.2 |
 MG0798| CL9707 LAKE RM 2                            16.627 METERS 18212     |
 MG0798| MG0799 ARDON AZ MK                         APPROX. 3.9 KM 2615146.0 |
 MG0798|---------------------------------------------------------------------|
 MG0798
 MG0798                          SUPERSEDED SURVEY CONTROL
 MG0798
 MG0798  NAD 83(1986)-  41 26 55.34470(N)    091 07 40.61598(W) AD(       ) 2
 MG0798  NAD 27      -  41 26 55.24794(N)    091 07 40.06638(W) AD(       ) 2
 MG0798  NGVD 29 (07/19/86)  228.3    (m)          749.     (f) VERT ANG       
 MG0798
 MG0798.Superseded values are not recommended for survey control.
 MG0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0798.See file dsdata.txt to determine how the superseded data were derived.
 MG0798
 MG0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5637390261(NAD 83)
 MG0798_MARKER: DD = SURVEY DISK
 MG0798_SETTING: 0 = UNSPECIFIED SETTING
 MG0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0798+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 MG0798
 MG0798  HISTORY     - Date     Condition        Report By
 MG0798  HISTORY     - 1968     MONUMENTED       USGS
 MG0798  HISTORY     - 19980819 GOOD             USPSQD
 MG0798  HISTORY     - 20050618 GOOD             GEOCAC
 MG0798
 MG0798                          STATION DESCRIPTION
 MG0798
 MG0798'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0798'THE STATION IS LOCATED 3.5 MI W. AND 1.5 MI N. OF MUSCATINE,
 MG0798'ABOUT 0.15 MI S. OF QUARTER COR. BETWEEN SECS. 19 AND 30, T. 77
 MG0798'N., R. 2 W., IN THE RIGHT-OF-WAY OF A N.-S. GRAVEL RD., 0.35 MI
 MG0798'N. OF INTERSECTION WITH STATE HWY. 22 AND ON TOP OF A LOW CUTBANK.
 MG0798'
 MG0798'TO REACH THE STATION FROM THE POST OFFICE AT MUSCATINE, DRIVE 2
 MG0798'BLOCKS E. ON E. FOURTH ST. TO JCT. WITH STATE HWY. 22, TURN LEFT
 MG0798'AND DRIVE NW.-W. ON STATE HWY. 22 FOR 4.85 MI TO A CROSSING OF A
 MG0798'GRAVEL RD., TURN RIGHT AND DRIVE N. ON GRAVEL RD. FOR 0.35 MI TO
 MG0798'STATION ON THE LEFT.
 MG0798'
 MG0798'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED LAKE
 MG0798'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 MG0798'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MG0798'
 MG0798'STATION MARK IS 29 FT W. OF CENTER OF THE RD., 132 FT N. OF A
 MG0798'T-FENCE W. AND 4 FT E. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS
 MG0798'POST.
 MG0798'
 MG0798'REFERENCE MARK NO. 1 IS 61.90 FT. (18.867 M.) E. OF STATION, 33
 MG0798'FT E. OF CENTER OF THE RD., 12 FT S. OF A POWER LINE POLE AND 1
 MG0798'FT W. OF THE RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0798'
 MG0798'REFERENCE MARK NO. 2 IS 54.55 FT (16.627 M.) S. OF STATION, 33
 MG0798'FT W. OF CENTER OF THE RD., 78 FT N. OF A T-FENCE W. AND 1 FT
 MG0798'E. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0798'
 MG0798'STANDARD BRACED TRIPOD USED.
 MG0798
 MG0798                          STATION RECOVERY (1998)
 MG0798
 MG0798'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0798'RECOVERED IN GOOD CONDITION.
 MG0798
 MG0798                          STATION RECOVERY (2005)
 MG0798
 MG0798'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0798'AS DESCRIBED EXCEPT EAST-WEST FENCE IS GONE AND ORANGE WITNESS POST
 MG0798'ADDED. STATION IS 1 FT EAST OF NEW POST.  RM1 AND RM2 GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0819 ***********************************************************************
 NL0819  DESIGNATION -  LAKE CITY MUNICIPAL TANK
 NL0819  PID         -  NL0819
 NL0819  STATE/COUNTY-  IA/CALHOUN
 NL0819  USGS QUAD   -  LAKE CITY (1980)
 NL0819
 NL0819                         *CURRENT SURVEY CONTROL
 NL0819  ___________________________________________________________________
 NL0819* NAD 83(1996)-  42 16 07.68677(N)    094 44 04.27749(W)     ADJUSTED  
 NL0819* NAVD 88     -                                                        
 NL0819  ___________________________________________________________________
 NL0819  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 NL0819  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 NL0819
 NL0819  HORZ ORDER  -  THIRD
 NL0819
 NL0819.The horizontal coordinates were established by classical geodetic methods
 NL0819.and adjusted by the National Geodetic Survey in May 1999..
 NL0819
 NL0819
 NL0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0819
 NL0819.The geoid height was determined by GEOID03.
 NL0819
 NL0819;                    North         East     Units Scale Factor Converg.
 NL0819;SPC IA N     - 1,086,139.125 1,398,157.268   MT  0.99996946   -0 50 12.1
 NL0819;UTM  15      - 4,681,078.265   356,955.074   MT  0.99985177   -1 10 00.7
 NL0819
 NL0819                          SUPERSEDED SURVEY CONTROL
 NL0819
 NL0819  NAD 83(1996)-  42 16 07.68283(N)    094 44 04.28063(W) AD(       ) 4
 NL0819  NAD 83(1986)-  42 16 07.68283(N)    094 44 04.28047(W) AD(       ) 4
 NL0819  NAD 27      -  42 16 07.74800(N)    094 44 03.35200(W) AD(       ) 3
 NL0819
 NL0819.Superseded values are not recommended for survey control.
 NL0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0819.See file dsdata.txt to determine how the superseded data were derived.
 NL0819
 NL0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG5695581078(NAD 83)
 NL0819_MARKER: 53 = ELEVATED TANK
 NL0819
 NL0819  HISTORY     - Date     Condition        Report By
 NL0819  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0819
 NL0819                          STATION DESCRIPTION
 NL0819
 NL0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0819'THE STATION IS THE CENTER OF THE MUNICIPAL WATER TANK AT
 NL0819'LAKE CITY.  THE TANK IS LOCATED IN THE CENTRAL PART OF THE
 NL0819'TOWN, ABOUT 58 YARDS N OF THE CENTER LINE OF WASHINGTON STREET
 NL0819'AND ABOUT 70 YARDS W OF THE CENTER LINE OF CENTER STREET.
 NL0819'IT IS 63.5 FEET N OF THE CENTER OF THE MUNICIPAL STANDPIPE.
 NL0819'
 NL0819'THE TANK IS A STANDARD STEEL STRUCTURE SUPPORTED BY FOUR
 NL0819'100-FOOT LEGS.  IT IS CYLINDRICAL, WITH OVAL BASE, CONICAL
 NL0819'TOP, AND HAS A 10-INCH BALL AT THE APEX OF THE ROOF.  THERE
 NL0819'IS A 30-INCH FEED PIPE HOUSING EXTENDING FROM THE BASE OF
 NL0819'THE TANK TO THE GROUND.  THE TANK IS PAINTED ALUMINUM, WITH
 NL0819'LAKE CITY PAINTED IN BLACK LETTERS ON THE S FACE.  THE TANK WAS
 NL0819'BUILT IN 1920.  IT IS QUITE PROMINENT FROM THE SURROUNDING
 NL0819'COUNTRY.  ITS HEIGHT IS ABOUT 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0820 ***********************************************************************
 NL0820  DESIGNATION -  LAKE CITY MUNICIPAL STANDPIPE
 NL0820  PID         -  NL0820
 NL0820  STATE/COUNTY-  IA/CALHOUN
 NL0820  USGS QUAD   -  LAKE CITY (1980)
 NL0820
 NL0820                         *CURRENT SURVEY CONTROL
 NL0820  ___________________________________________________________________
 NL0820* NAD 83(1996)-  42 16 07.04328(N)    094 44 04.28270(W)     ADJUSTED  
 NL0820* NAVD 88     -                                                        
 NL0820  ___________________________________________________________________
 NL0820  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 NL0820  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 NL0820
 NL0820  HORZ ORDER  -  THIRD
 NL0820
 NL0820.The horizontal coordinates were established by classical geodetic methods
 NL0820.and adjusted by the National Geodetic Survey in May 1999..
 NL0820
 NL0820
 NL0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0820
 NL0820.The geoid height was determined by GEOID03.
 NL0820
 NL0820;                    North         East     Units Scale Factor Converg.
 NL0820;SPC IA N     - 1,086,119.275 1,398,156.859   MT  0.99996948   -0 50 12.1
 NL0820;UTM  15      - 4,681,058.420   356,954.551   MT  0.99985177   -1 10 00.7
 NL0820
 NL0820                          SUPERSEDED SURVEY CONTROL
 NL0820
 NL0820  NAD 83(1996)-  42 16 07.03949(N)    094 44 04.28619(W) AD(       ) 4
 NL0820  NAD 83(1986)-  42 16 07.03921(N)    094 44 04.28550(W) AD(       ) 4
 NL0820  NAD 27      -  42 16 07.10200(N)    094 44 03.35200(W) AD(       ) 3
 NL0820
 NL0820.Superseded values are not recommended for survey control.
 NL0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0820.See file dsdata.txt to determine how the superseded data were derived.
 NL0820
 NL0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG5695581058(NAD 83)
 NL0820_MARKER: 52 = STANDPIPE TANK
 NL0820
 NL0820  HISTORY     - Date     Condition        Report By
 NL0820  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0820
 NL0820                          STATION DESCRIPTION
 NL0820
 NL0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0820'THE STATION IS THE CENTER OF THE MUNICIPAL STANDPIPE OF LAKE
 NL0820'CITY.  IT IS ABOUT 37 YARDS N OF THE CENTER LINE OF WASHINGTON
 NL0820'STREET AND ABOUT 70 YARDS W OF THE CENTER LINE OF CENTER
 NL0820'STREET.  IT IS 63.5 FEET S OF THE CENTER OF THE MUNICIPAL
 NL0820'WATER TANK.
 NL0820'
 NL0820'THE STANDPIPE IS 12 FEET IN DIAMETER AND IS 80 FEET HIGH.
 NL0820'IT IS FLAT TOPPED AND IS PAINTED ALUMINUM.  IT WAS BUILT IN
 NL0820'1894.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1189 ***********************************************************************
 OO1189  DESIGNATION -  LAKE MILLS N MUN TANK
 OO1189  PID         -  OO1189
 OO1189  STATE/COUNTY-  IA/WINNEBAGO
 OO1189  USGS QUAD   -  LAKE MILLS (1972)
 OO1189
 OO1189                         *CURRENT SURVEY CONTROL
 OO1189  ___________________________________________________________________
 OO1189* NAD 83(1996)-  43 25 19.53030(N)    093 32 12.67845(W)     ADJUSTED  
 OO1189* NAVD 88     -       423.     (meters)    1388.     (feet)  VERTCON   
 OO1189  ___________________________________________________________________
 OO1189  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 OO1189  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 OO1189
 OO1189  HORZ ORDER  -  THIRD
 OO1189
 OO1189.The horizontal coordinates were established by classical geodetic methods
 OO1189.and adjusted by the National Geodetic Survey in May 1999..
 OO1189
 OO1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1189
 OO1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1189
 OO1189.The geoid height was determined by GEOID03.
 OO1189
 OO1189;                    North         East     Units Scale Factor Converg.
 OO1189;SPC IA N     - 1,213,510.594 1,497,015.354   MT  1.00003210   -0 01 29.9
 OO1189;UTM  15      - 4,807,829.050   456,542.507   MT  0.99962323   -0 22 08.5
 OO1189
 OO1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1189!SPC IA N     -   0.99993828  x   1.00003210  =   0.99997038
 OO1189!UTM  15      -   0.99993828  x   0.99962323  =   0.99956153
 OO1189
 OO1189                          SUPERSEDED SURVEY CONTROL
 OO1189
 OO1189  NAD 83(1996)-  43 25 19.53030(N)    093 32 12.67846(W) AD(       ) 4
 OO1189  NAD 83(1986)-  43 25 19.52089(N)    093 32 12.67317(W) AD(       ) 4
 OO1189  NAD 27      -  43 25 19.69284(N)    093 32 11.92082(W) AD(       ) 3
 OO1189  NGVD 29 (07/19/86)  423.     (m)         1388.     (f) VERT ANG       
 OO1189
 OO1189.Superseded values are not recommended for survey control.
 OO1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1189.See file dsdata.txt to determine how the superseded data were derived.
 OO1189
 OO1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5654307829(NAD 83)
 OO1189_MARKER: 53 = ELEVATED TANK
 OO1189
 OO1189  HISTORY     - Date     Condition        Report By
 OO1189  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1189
 OO1189                          STATION DESCRIPTION
 OO1189
 OO1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1189'THE LAKE MILLS NORTH MUNICIPAL WATER TANK IS LOCATED IN THE
 OO1189'NORTHWEST SECTION OF TOWN, 300 FEET EAST OF NORTH PARK STREET,
 OO1189'100 FEET SOUTH OF NORTH THIRD AVENUE, AND 50 FEET NORTH OF
 OO1189'THE NORTH WALL OF A FACTORY BUILDING USED BY THE L.M. PLASTICS
 OO1189'COMPANY.
 OO1189'
 OO1189'THE TANK IS PAINTED SILVER, WITH A RED TOP, 4 TUBULAR LEGS,
 OO1189'125 FEET HIGH, WITH AN ELLIPSODIAL TOP AND BOTTOM, THE LEGEND
 OO1189'LAKE MILLS ON THE SIDE, AND A CAP AT THE APEX.
 OO1189'
 OO1189'THE POINT INTERSECTED WAS THE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1190 ***********************************************************************
 OO1190  DESIGNATION -  LAKE MILLS S MUN TANK
 OO1190  PID         -  OO1190
 OO1190  STATE/COUNTY-  IA/WINNEBAGO
 OO1190  USGS QUAD   -  LAKE MILLS (1972)
 OO1190
 OO1190                         *CURRENT SURVEY CONTROL
 OO1190  ___________________________________________________________________
 OO1190* NAD 83(1996)-  43 25 04.99526(N)    093 32 00.25690(W)     ADJUSTED  
 OO1190* NAVD 88     -       416.     (meters)    1365.     (feet)  VERTCON   
 OO1190  ___________________________________________________________________
 OO1190  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 OO1190  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 OO1190
 OO1190  HORZ ORDER  -  THIRD
 OO1190
 OO1190.The horizontal coordinates were established by classical geodetic methods
 OO1190.and adjusted by the National Geodetic Survey in May 1999..
 OO1190
 OO1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1190
 OO1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1190
 OO1190.The geoid height was determined by GEOID03.
 OO1190
 OO1190;                    North         East     Units Scale Factor Converg.
 OO1190;SPC IA N     - 1,213,061.892 1,497,294.604   MT  1.00003118   -0 01 21.5
 OO1190;UTM  15      - 4,807,378.864   456,818.944   MT  0.99962294   -0 21 59.8
 OO1190
 OO1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1190!SPC IA N     -   0.99993938  x   1.00003118  =   0.99997055
 OO1190!UTM  15      -   0.99993938  x   0.99962294  =   0.99956234
 OO1190
 OO1190                          SUPERSEDED SURVEY CONTROL
 OO1190
 OO1190  NAD 83(1996)-  43 25 04.99526(N)    093 32 00.25690(W) AD(       ) 4
 OO1190  NAD 83(1986)-  43 25 04.98576(N)    093 32 00.25146(W) AD(       ) 4
 OO1190  NAD 27      -  43 25 05.15461(N)    093 31 59.49553(W) AD(       ) 3
 OO1190  NGVD 29 (07/19/86)  416.     (m)         1365.     (f) VERT ANG       
 OO1190
 OO1190.Superseded values are not recommended for survey control.
 OO1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1190.See file dsdata.txt to determine how the superseded data were derived.
 OO1190
 OO1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5681907379(NAD 83)
 OO1190_MARKER: 53 = ELEVATED TANK
 OO1190
 OO1190  HISTORY     - Date     Condition        Report By
 OO1190  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1190
 OO1190                          STATION DESCRIPTION
 OO1190
 OO1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1190'THE LAKE MILLS SOUTH MUNICIPAL TANK IS LOCATED JUST SOUTH OF
 OO1190'THE CENTER OF TOWN, AT THE STREETS DEPARTMENT MAINTAINANCE
 OO1190'BUILDING, 500 FEET WEST OF SOUTH LAKE STREET, AND 100 FEET
 OO1190'SOUTH OF 1ST AVENUE SOUTH.
 OO1190'
 OO1190'THE TANK IS PAINTED SILVER, WITH A RED TOP, 4 I-BEAM LEGS,
 OO1190'CONICAL ROOF, ABOUT 85 FEET HIGH WITH A 2 FOOT LONG ROD AT
 OO1190'THE APEX.
 OO1190'
 OO1190'THE POINT INTERSECTED WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1185 ***********************************************************************
 OO1185  DESIGNATION -  LAKE MILLS STANDPIPE
 OO1185  PID         -  OO1185
 OO1185  STATE/COUNTY-  IA/WINNEBAGO
 OO1185  USGS QUAD   -  LAKE MILLS (1972)
 OO1185
 OO1185                         *CURRENT SURVEY CONTROL
 OO1185  ___________________________________________________________________
 OO1185* NAD 83(1996)-  43 25 04.96926(N)    093 32 00.24953(W)     ADJUSTED  
 OO1185* NAVD 88     -                                                        
 OO1185  ___________________________________________________________________
 OO1185  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 OO1185  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 OO1185
 OO1185  HORZ ORDER  -  THIRD
 OO1185
 OO1185.The horizontal coordinates were established by classical geodetic methods
 OO1185.and adjusted by the National Geodetic Survey in May 1999..
 OO1185
 OO1185
 OO1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1185
 OO1185.The geoid height was determined by GEOID03.
 OO1185
 OO1185;                    North         East     Units Scale Factor Converg.
 OO1185;SPC IA N     - 1,213,061.090 1,497,294.769   MT  1.00003118   -0 01 21.5
 OO1185;SPC MN S     -   146,559.720   837,791.387   MT  1.00009912   +0 19 37.4
 OO1185;UTM  15      - 4,807,378.061   456,819.105   MT  0.99962294   -0 21 59.8
 OO1185
 OO1185                          SUPERSEDED SURVEY CONTROL
 OO1185
 OO1185  NAD 83(1996)-  43 25 04.96926(N)    093 32 00.24953(W) AD(       ) 4
 OO1185  NAD 83(1986)-  43 25 04.95766(N)    093 32 00.24235(W) AD(       ) 4
 OO1185  NAD 27      -  43 25 05.12400(N)    093 31 59.47800(W) AD(       ) 3
 OO1185
 OO1185.Superseded values are not recommended for survey control.
 OO1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1185.See file dsdata.txt to determine how the superseded data were derived.
 OO1185
 OO1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5681907378(NAD 83)
 OO1185_MARKER: 52 = STANDPIPE TANK
 OO1185
 OO1185  HISTORY     - Date     Condition        Report By
 OO1185  HISTORY     - 1926     FIRST OBSERVED   CGS
 OO1185
 OO1185                          STATION DESCRIPTION
 OO1185
 OO1185'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1184 ***********************************************************************
 OO1184  DESIGNATION -  LAKE MILLS TV STA KEYC MAST
 OO1184  PID         -  OO1184
 OO1184  STATE/COUNTY-  IA/WORTH
 OO1184  USGS QUAD   -  BRISTOL (1972)
 OO1184
 OO1184                         *CURRENT SURVEY CONTROL
 OO1184  ___________________________________________________________________
 OO1184* NAD 83(1996)-  43 28 05.08347(N)    093 28 01.91508(W)     ADJUSTED  
 OO1184* NAVD 88     -       495.     (meters)    1624.     (feet)  VERTCON   
 OO1184  ___________________________________________________________________
 OO1184  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 OO1184  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 OO1184
 OO1184  HORZ ORDER  -  THIRD
 OO1184
 OO1184.The horizontal coordinates were established by classical geodetic methods
 OO1184.and adjusted by the National Geodetic Survey in May 1999..
 OO1184
 OO1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1184
 OO1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1184
 OO1184.The geoid height was determined by GEOID03.
 OO1184
 OO1184;                    North         East     Units Scale Factor Converg.
 OO1184;SPC IA N     - 1,218,619.870 1,502,654.377   MT  1.00004303   +0 01 20.0
 OO1184;UTM  15      - 4,812,902.275   462,209.725   MT  0.99961757   -0 19 17.1
 OO1184
 OO1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1184!SPC IA N     -   0.99992698  x   1.00004303  =   0.99997001
 OO1184!UTM  15      -   0.99992698  x   0.99961757  =   0.99954458
 OO1184
 OO1184                          SUPERSEDED SURVEY CONTROL
 OO1184
 OO1184  NAD 83(1996)-  43 28 05.08347(N)    093 28 01.91508(W) AD(       ) 4
 OO1184  NAD 83(1986)-  43 28 05.07482(N)    093 28 01.91103(W) AD(       ) 4
 OO1184  NAD 27      -  43 28 05.25433(N)    093 28 01.16119(W) AD(       ) 3
 OO1184  NGVD 29 (07/19/86)  495.     (m)         1624.     (f) VERT ANG       
 OO1184
 OO1184.Superseded values are not recommended for survey control.
 OO1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1184.See file dsdata.txt to determine how the superseded data were derived.
 OO1184
 OO1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6221012902(NAD 83)
 OO1184_MARKER: 42 = RADIO/TV MAST
 OO1184
 OO1184  HISTORY     - Date     Condition        Report By
 OO1184  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1184
 OO1184                          STATION DESCRIPTION
 OO1184
 OO1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1184'THE LAKE MILLS KEYC TV KUT 77 RELAY MAST, OWNED AND OPERATED
 OO1184'BY LEE ENTERPRISES OF MANKATO, MINNESOTA, IS LOCATED 2.2
 OO1184'MILES SOUTH OF THE MINNESOTA LINE, 4.5 MILES NORTHEAST OF
 OO1184'LAKE MILLS, ON A HIGH EAST-WEST RIDGE, ALONG A PAVED ROAD
 OO1184'IN THE NORTHEAST 1/4 OF SECTION 20, T 100 N, R 22 W.
 OO1184'
 OO1184'TO REACH THE MAST FROM THE JUNCTION OF STATE HIGHWAY 105 AND
 OO1184'U.S. HIGHWAY 69 IN LAKE MILLS, GO EAST ON HIGHWAY 105 FOR
 OO1184'3.1 MILES TO A PAVED CROSSROAD.  TURN LEFT AND GO NORTH
 OO1184'FOR 3.1 MILES TO THE MAST ON THE RIGHT.
 OO1184'
 OO1184'THE MAST IS A 3-LEGGED, SINGLE COLUMN STRUCTURE, GUYED, PAINTED
 OO1184'RED AND WHITE, ABOUT 300 FEET HIGH WITH A LIGHT AND TWO FANS
 OO1184'AT THE TOP.
 OO1184'
 OO1184'THE POINT INTERSECTED WAS THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0806 ***********************************************************************
 OP0806  HT_MOD      -  This is a Height Modernization Survey Station.
 OP0806  CBN         -  This is a Cooperative Base Network Control Station.
 OP0806  DESIGNATION -  LAKE PARK
 OP0806  PID         -  OP0806
 OP0806  STATE/COUNTY-  IA/DICKINSON
 OP0806  USGS QUAD   -  LAKE PARK (1970)
 OP0806
 OP0806                         *CURRENT SURVEY CONTROL
 OP0806  ___________________________________________________________________
 OP0806* NAD 83(1996)-  43 26 36.32728(N)    095 22 06.59870(W)     ADJUSTED  
 OP0806* NAVD 88     -       466.48   (meters)    1530.4    (feet)  GPS OBS   
 OP0806  ___________________________________________________________________
 OP0806  X           -    -433,985.820 (meters)                     COMP
 OP0806  Y           -  -4,618,188.947 (meters)                     COMP
 OP0806  Z           -   4,363,702.076 (meters)                     COMP
 OP0806  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 OP0806  ELLIP HEIGHT-         439.06  (meters)          (08/23/05) GPS OBS
 OP0806  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 OP0806
 OP0806  HORZ ORDER  -  B
 OP0806  ELLP ORDER  -  FOURTH    CLASS II
 OP0806
 OP0806.The horizontal coordinates were established by GPS observations
 OP0806.and adjusted by the National Geodetic Survey in August 1997..
 OP0806
 OP0806.The orthometric height was determined by GPS observations and a
 OP0806.high-resolution geoid model using precise GPS observation and
 OP0806.processing techniques.
 OP0806
 OP0806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0806
 OP0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0806
 OP0806.The ellipsoidal height was determined by GPS observations
 OP0806.and is referenced to NAD 83.
 OP0806
 OP0806.The geoid height was determined by GEOID03.
 OP0806
 OP0806;                    North         East     Units Scale Factor Converg.
 OP0806;SPC IA N     - 1,217,551.667 1,348,747.632   MT  1.00003709   -1 15 58.9
 OP0806;SPC MN S     -   150,198.969   689,212.104   MT  1.00009095   -0 57 33.2
 OP0806;UTM  15      - 4,812,783.074   308,338.490   MT  1.00005188   -1 37 45.0
 OP0806
 OP0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0806!SPC IA N     -   0.99993115  x   1.00003709  =   0.99996824
 OP0806!SPC MN S     -   0.99993115  x   1.00009095  =   1.00002210
 OP0806!UTM  15      -   0.99993115  x   1.00005188  =   0.99998303
 OP0806
 OP0806|---------------------------------------------------------------------|
 OP0806| PID    Reference Object                     Distance      Geod. Az  |
 OP0806|                                                           dddmmss.s |
 OP0806| CO3904 LAKE PARK RM 1                       20.345 METERS 06054     |
 OP0806| OP0805 LAKE PARK MUN TANK                  APPROX. 4.1 KM 0715844.1 |
 OP0806| OP0522 M 20                                APPROX. 0.8 KM 3511150.1 |
 OP0806| CO3905 LAKE PARK RM 2                       25.929 METERS 35119     |
 OP0806|---------------------------------------------------------------------|
 OP0806
 OP0806                          SUPERSEDED SURVEY CONTROL
 OP0806
 OP0806  ELLIP H (06/15/04)  439.05   (m)                       GP(       ) 4 1
 OP0806  ELLIP H (08/25/97)  439.06   (m)                       GP(       ) 4 1
 OP0806  NAD 83(1986)-  43 26 36.32273(N)    095 22 06.58911(W) AD(       ) 1
 OP0806  NAD 27      -  43 26 36.44785(N)    095 22 05.58629(W) AD(       ) 1
 OP0806  NGVD 29 (07/19/86)  466.3    (m)         1530.     (f) VERT ANG       
 OP0806
 OP0806.Superseded values are not recommended for survey control.
 OP0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0806.See file dsdata.txt to determine how the superseded data were derived.
 OP0806
 OP0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0833812783(NAD 83)
 OP0806_MARKER: Z = SEE DESCRIPTION
 OP0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0806_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0806_STAMPING: LAKE PARK 1971
 OP0806_MARK LOGO: NGS   
 OP0806_PROJECTION: FLUSH
 OP0806_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0806+STABILITY: SURFACE MOTION
 OP0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0806+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 OP0806
 OP0806  HISTORY     - Date     Condition        Report By
 OP0806  HISTORY     - 1971     MONUMENTED       NGS
 OP0806  HISTORY     - 19960820 GOOD             IADT
 OP0806  HISTORY     - 19971020 GOOD             MNDT
 OP0806  HISTORY     - 20010401 GOOD             MNDT
 OP0806  HISTORY     - 20021010 GOOD             JCLS
 OP0806  HISTORY     - 20031105 GOOD             JCLS
 OP0806  HISTORY     - 20041006 GOOD             MNDT
 OP0806
 OP0806                          STATION DESCRIPTION
 OP0806
 OP0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0806'THE STATION IS LOCATED ABOUT 12 MILES WEST OF SPIRIT LAKE,
 OP0806'3 MILES EAST OF HARRIS, 2-1/2 MILES SOUTHWEST OF LAKE PARK,
 OP0806'100 YARDS WEST OF THE WEST EDGE OF SILVER LAKE IN THE NORTHWEST
 OP0806'1/4 OF SECTION 32, R 38 W, T 100 N, AND ON PROPERTY OWNED
 OP0806'BY THE IOWA CONSERVATION COMMISSION.
 OP0806'
 OP0806'TO REACH THE STATION FROM THE POST OFFICE IN LAKE PARK, GO
 OP0806'NORTH ON MAIN STREET FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT
 OP0806'AND GO WEST ON A PAVED ROAD FOR 2.5 MILES TO A CROSSROAD.
 OP0806'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.55 MILE
 OP0806'TO A RAILROAD CROSSING AND BM M 20 (AZIMUTH MARK) ON THE
 OP0806'RIGHT.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.5 MILE TO
 OP0806'THE TOP OF A SMALL RISE AND THE STATION ON THE LEFT.
 OP0806'
 OP0806'STATION MARKS ARE STANDARD DISKS STAMPED LAKE PARK 1971.
 OP0806'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP0806'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 OP0806'IT IS 104 FEET WEST OF THE CENTER OF A FIELD ROAD, 55 FEET
 OP0806'EAST OF THE CENTER OF A GRAVELED ROAD AND 12 FEET EAST OF A
 OP0806'GAME MANAGEMENT AREA SIGN.  THE UNDERGROUND DISK IS SET IN
 OP0806'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 OP0806'GROUND SURFACE.
 OP0806'
 OP0806'REFERENCE MARK 1, A STANDARD DISK STAMPED LAKE PARK NO 1 1971,
 OP0806'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0806'THAT PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 76 FEET
 OP0806'NORTHEAST OF THE SIGN AND 54 FEET WEST OF THE CENTER OF THE
 OP0806'FIELD ROAD.
 OP0806'
 OP0806'REFERENCE MARK 2, A STANDARD DISK STAMPED LAKE PARK NO 2 1971,
 OP0806'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0806'THAT PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 82
 OP0806'FEET NORTH OF THE SIGN AND 39 FEET EAST OF THE CENTER OF
 OP0806'THE GRAVELED ROAD.
 OP0806'
 OP0806'BENCH MARK M 20, A STANDARD BENCH MARK DISK STAMPED M 20
 OP0806'1934, IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 OP0806'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 10
 OP0806'RAILS WEST OF THE CENTER OF THE RAILROAD CROSSING, 48 FEET
 OP0806'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 1.5 FEET
 OP0806'NORTH OF THE RIGHT-OF-WAY FENCE AND ABOUT 4 FEET LOWER THAN
 OP0806'THE RAILROAD TRACK.
 OP0806'
 OP0806'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 OP0806
 OP0806                          STATION RECOVERY (1996)
 OP0806
 OP0806'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 OP0806'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 32, T 100
 OP0806'N, R 38 W, ON A HIGH BANK OVERLOOKING SILVER LAKE, EAST SIDE OF THE
 OP0806'ROAD.  IT IS 55 FT (16.8 M) EAST OF THE CENTER OF THE GRAVEL ROAD AND
 OP0806'3.5 M (11.5 FT) EAST OF A PINK STATE HARN SURVEY SIGN.  TO REACH THE
 OP0806'STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND COUNTY ROAD M 34,
 OP0806'JUST SOUTH OF THE TOWN OF LAKE PARK, GO WEST ON STATE HWY 9 FOR 4 MI
 OP0806'(6.4 KM) TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON THE GRAVEL ROAD
 OP0806'FOR 0.9 MI (1.4 KM) TO THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 OP0806
 OP0806                          STATION RECOVERY (1997)
 OP0806
 OP0806'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 OP0806'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  RM 1 AND RM 2 WERE
 OP0806'NOT SEARCHED FOR AT THIS TIME.  A NEW STATION MARK DESCRIPTION
 OP0806'FOLLOWS.  THE STATION MARK IS 3 MI (4.8 KM) EAST OF HARRIS IA, 2.5 MI
 OP0806'(4.0 KM) SW OF LAKE PARK IA, 0.05 MI (0.08 KM) NORTH ON MAIN ST FROM
 OP0806'LAKE PARK POST OFFICE, THENCE 2.5 MI (4.0 KM) WEST ON BIT RD, THENCE
 OP0806'1.05 MI (1.69 KM) SOUTH ON GRAVEL RD, 55 FT (16.8 M) EAST OF GRAVEL
 OP0806'RD, 104 FT (31.7 M) WEST OF FIELD RD, 12 FT (3.7 M) EAST OF GAME AREA
 OP0806'SIGN, 66.75 FT (20.35 M) SW OF RM 1, 85.07 FT (25.93 M) SOUTH OF RM 2,
 OP0806'TO REACH FROM JCT OF STATE HWY 9 AND CO RD M34 (SOUTH OF LAKE PARK) GO
 OP0806'WEST ON TH 9 FOR 4 MI (6.4 KM) TO TH 9 MP 60.65, THENCE GO NORTH ON
 OP0806'110TH ST 0.9 MI (1.4 KM) TO TOP OF HILL AND STATION ON THE RIGHT, ON
 OP0806'HIGH BANK OVERLOOKING SILVER LAKE, 11.5 FT (3.5 M) EAST OF WIT POST,
 OP0806'1.3 FT (0.4 M) WEST OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR
 OP0806'GPS.
 OP0806
 OP0806                          STATION RECOVERY (2001)
 OP0806
 OP0806'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 OP0806'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OP0806
 OP0806                          STATION RECOVERY (2002)
 OP0806
 OP0806'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 OP0806'RECOVERED IN GOOD CONDITION.
 OP0806
 OP0806                          STATION RECOVERY (2003)
 OP0806
 OP0806'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 OP0806'RECOVERED IN GOOD CONDITION.
 OP0806
 OP0806                          STATION RECOVERY (2004)
 OP0806
 OP0806'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OP0806'3 MILES EAST OF HARRIS IA, 2.5 MILES SOUTHWEST OF LAKE PARK IA, 0.05
 OP0806'MILES NORTH ON MAIN ST FROM LAKE PARK POST OFFICE THEN 2.5 MILES WEST
 OP0806'ON 130TH STREET, THEN 1.05 MILES SOUTH ON 110TH STREET, 55 FEET EAST
 OP0806'OF GRAVEL ROAD, 104 FEET WEST OF FIELD ROAD, 12 FEET EAST OF GAME AREA
 OP0806'SIGN, 66.75 FEET SOUTHWEST OF REFERENCE MARK 1, 85.07 FEET SOUTH OF
 OP0806'REFERENCE MARK 2, TO REACH FROM JUNCTION OF STATE HIGHWAY 9 AND COUNTY
 OP0806'ROAD M34 (SOUTH OF LAKE PARK) GO WEST ON TRUNK HIGHWAY 9 FOR 4 MILES
 OP0806'TO TRUNK HIGHWAY 9 MILEPOINT 60.65, THEN GO NORTH ON 110TH STREET 0.9
 OP0806'MILES TO TOP OF HILL AND STATION ON THE RIGHT, ON HIGH BANK
 OP0806'OVERLOOKING SILVER LAKE, 11.5 FEET EAST OF WITNESS POST, 1.3 FEET WEST
 OP0806'OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0805 ***********************************************************************
 OP0805  DESIGNATION -  LAKE PARK MUN TANK
 OP0805  PID         -  OP0805
 OP0805  STATE/COUNTY-  IA/DICKINSON
 OP0805  USGS QUAD   -  LAKE PARK (1970)
 OP0805
 OP0805                         *CURRENT SURVEY CONTROL
 OP0805  ___________________________________________________________________
 OP0805* NAD 83(1996)-  43 27 17.26308(N)    095 19 13.72008(W)     ADJUSTED  
 OP0805* NAVD 88     -       487.     (meters)    1598.     (feet)  VERTCON   
 OP0805  ___________________________________________________________________
 OP0805  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 OP0805  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 OP0805
 OP0805  HORZ ORDER  -  THIRD
 OP0805
 OP0805.The horizontal coordinates were established by classical geodetic methods
 OP0805.and adjusted by the National Geodetic Survey in May 1999..
 OP0805
 OP0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0805
 OP0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0805
 OP0805.The geoid height was determined by GEOID03.
 OP0805
 OP0805;                    North         East     Units Scale Factor Converg.
 OP0805;SPC IA N     - 1,218,729.950 1,352,661.526   MT  1.00003981   -1 14 01.7
 OP0805;UTM  15      - 4,813,936.561   312,259.781   MT  1.00003357   -1 35 47.2
 OP0805
 OP0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0805!SPC IA N     -   0.99992792  x   1.00003981  =   0.99996773
 OP0805!UTM  15      -   0.99992792  x   1.00003357  =   0.99996149
 OP0805
 OP0805                          SUPERSEDED SURVEY CONTROL
 OP0805
 OP0805  NAD 83(1996)-  43 27 17.26308(N)    095 19 13.72007(W) AD(       ) 4
 OP0805  NAD 83(1986)-  43 27 17.25833(N)    095 19 13.71070(W) AD(       ) 4
 OP0805  NAD 27      -  43 27 17.38360(N)    095 19 12.71093(W) AD(       ) 3
 OP0805  NGVD 29 (07/19/86)  487.     (m)         1598.     (f) VERT ANG       
 OP0805
 OP0805.Superseded values are not recommended for survey control.
 OP0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0805.See file dsdata.txt to determine how the superseded data were derived.
 OP0805
 OP0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1226013937(NAD 83)
 OP0805_MARKER: 53 = ELEVATED TANK
 OP0805
 OP0805  HISTORY     - Date     Condition        Report By
 OP0805  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP0805
 OP0805                          STATION DESCRIPTION
 OP0805
 OP0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0805'THE LAKE PARK MUNICIPAL WATER TANK IS LOCATED IN THE NORTH
 OP0805'CENTRAL PART OF LAKE PARK, AT THE EAST EDGE OF THE ALLEY BEHIND
 OP0805'THE POST OFFICE, AND DIRECTLY BEHIND THE LAKE PARK FIRE
 OP0805'DEPARTMENT BUILDING.
 OP0805'
 OP0805'THE TANK IS SILVER, WITH A CONICAL ROOF PAINTED GREEN,
 OP0805'HEMISPHERICAL BOTTOM, AND SUPPORTED BY FOUR CHANNEL-LACED
 OP0805'STEEL LEGS INTERLACED WITH STEEL RODS, WITH A BALL AT THE
 OP0805'APEX OF THE ROOF.  THE OVERALL HEIGHT BEING 120 FEET.
 OP0805'
 OP0805'THE NAME LAKE PARK IS PAINTED ON THE SOUTH SIDE IN BLACK LETTERS.
 OP0805'
 OP0805'THE POINT INTERSECTED WAS THE BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0589 ***********************************************************************
 NL0589  DESIGNATION -  LAKE VIEW MUNICIPAL TANK
 NL0589  PID         -  NL0589
 NL0589  STATE/COUNTY-  IA/SAC
 NL0589  USGS QUAD   -  LAKE VIEW (1980)
 NL0589
 NL0589                         *CURRENT SURVEY CONTROL
 NL0589  ___________________________________________________________________
 NL0589* NAD 83(1996)-  42 18 28.27174(N)    095 03 22.21579(W)     ADJUSTED  
 NL0589* NAVD 88     -                                                        
 NL0589  ___________________________________________________________________
 NL0589  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 NL0589  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 NL0589
 NL0589  HORZ ORDER  -  THIRD
 NL0589
 NL0589.The horizontal coordinates were established by classical geodetic methods
 NL0589.and adjusted by the National Geodetic Survey in May 1999..
 NL0589
 NL0589
 NL0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0589
 NL0589.The geoid height was determined by GEOID03.
 NL0589
 NL0589;                    North         East     Units Scale Factor Converg.
 NL0589;SPC IA N     - 1,090,913.992 1,371,705.091   MT  0.99996497   -1 03 16.9
 NL0589;UTM  15      - 4,686,005.031   330,532.572   MT  0.99995337   -1 23 03.7
 NL0589
 NL0589                          SUPERSEDED SURVEY CONTROL
 NL0589
 NL0589  NAD 83(1996)-  42 18 28.27056(N)    095 03 22.21795(W) AD(       ) 4
 NL0589  NAD 83(1986)-  42 18 28.27043(N)    095 03 22.21688(W) AD(       ) 4
 NL0589  NAD 27      -  42 18 28.33100(N)    095 03 21.25500(W) AD(       ) 3
 NL0589
 NL0589.Superseded values are not recommended for survey control.
 NL0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0589.See file dsdata.txt to determine how the superseded data were derived.
 NL0589
 NL0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3053386005(NAD 83)
 NL0589_MARKER: 53 = ELEVATED TANK
 NL0589
 NL0589  HISTORY     - Date     Condition        Report By
 NL0589  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0589
 NL0589                          STATION DESCRIPTION
 NL0589
 NL0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0589'THE STATION IS LOCATED IN THE WESTERN SECTION OF THE SMALL
 NL0589'CITY OF LAKE VIEW.  IT IS ABOUT 30 FEET WEST OF THE CENTERLINE
 NL0589'OF A TRACK ROAD.  THE TANK IS PAINTED SILVER, HAS 4-LEGS AND
 NL0589'IS ABOUT 100 FEET HIGH.
 NL0589'
 NL0589'TO REACH FROM THE POST OFFICE IN LAKE VIEW, GO NORTH FOR 0.05
 NL0589'MILE TO A T-STREET.  TURN LEFT (WEST) FOR 0.1 MILE ITS JUNCTION
 NL0589'WITH CITY ROUTE 71.  CONTINUE WEST FOR 0.1 MILE TO TANK AS
 NL0589'DESCRIBED.
 NL0589'
 NL0589'POINT INTERSECTED WAS THE BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0989 ***********************************************************************
 OP0989  DESIGNATION -  LAKOTA
 OP0989  PID         -  OP0989
 OP0989  STATE/COUNTY-  IA/KOSSUTH
 OP0989  USGS QUAD   -  LAKOTA (1972)
 OP0989
 OP0989                         *CURRENT SURVEY CONTROL
 OP0989  ___________________________________________________________________
 OP0989* NAD 83(1996)-  43 22 46.24330(N)    094 05 31.02386(W)     ADJUSTED  
 OP0989* NAVD 88     -       351.1    (meters)    1152.     (feet)  VERTCON   
 OP0989  ___________________________________________________________________
 OP0989  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 OP0989  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 OP0989
 OP0989  HORZ ORDER  -  FIRST
 OP0989
 OP0989.The horizontal coordinates were established by classical geodetic methods
 OP0989.and adjusted by the National Geodetic Survey in May 1999..
 OP0989
 OP0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0989
 OP0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0989
 OP0989.The geoid height was determined by GEOID03.
 OP0989
 OP0989;                    North         East     Units Scale Factor Converg.
 OP0989;SPC IA N     - 1,208,947.133 1,452,029.178   MT  1.00002257   -0 24 04.3
 OP0989;UTM  15      - 4,803,539.315   411,546.289   MT  0.99969624   -0 45 00.1
 OP0989
 OP0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0989!SPC IA N     -   0.99994942  x   1.00002257  =   0.99997199
 OP0989!UTM  15      -   0.99994942  x   0.99969624  =   0.99964568
 OP0989
 OP0989|---------------------------------------------------------------------|
 OP0989| PID    Reference Object                     Distance      Geod. Az  |
 OP0989|                                                           dddmmss.s |
 OP0989| CI5843 LAKOTA RM 1                          18.601 METERS 13411     |
 OP0989| OP0997 TITONKA                             APPROX.16.4 KM 1675044.0 |
 OP0989| OP0992 BANCROFT ST JOHN CATH CH DOME       APPROX.14.1 KM 2254951.1 |
 OP0989| CI5844 LAKOTA RM 2                          24.686 METERS 25204     |
 OP0989|---------------------------------------------------------------------|
 OP0989
 OP0989                          SUPERSEDED SURVEY CONTROL
 OP0989
 OP0989  NAD 83(1996)-  43 22 46.24327(N)    094 05 31.02387(W) AD(       ) 1
 OP0989  NAD 83(1986)-  43 22 46.23242(N)    094 05 31.02167(W) AD(       ) 1
 OP0989  NAD 27      -  43 22 46.37990(N)    094 05 30.17344(W) AD(       ) 1
 OP0989  NGVD 29 (07/19/86)  351.1    (m)         1152.     (f) VERT ANG       
 OP0989
 OP0989.Superseded values are not recommended for survey control.
 OP0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0989.See file dsdata.txt to determine how the superseded data were derived.
 OP0989
 OP0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1154603539(NAD 83)
 OP0989_MARKER: DS = TRIANGULATION STATION DISK
 OP0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0989_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0989
 OP0989  HISTORY     - Date     Condition        Report By
 OP0989  HISTORY     - 1971     MONUMENTED       NGS
 OP0989
 OP0989                          STATION DESCRIPTION
 OP0989
 OP0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0989'THE STATION IS LOCATED AT THE NORTH EDGE OF THE SMALL TOWN
 OP0989'OF LAKOTA, AT THE MUNICIPAL WATER TANK AND PUMP HOUSE, IN
 OP0989'A LAWN OWNED BY THE TOWN, IN SECTION 24, T 99 N, R 28 W.
 OP0989'
 OP0989'TO REACH THE STATION FROM THE LAKOTA POST OFFICE ON THE MAIN
 OP0989'NORTH-SOUTH STREET, GO NORTH ON THE PAVED STREET FOR 0.1
 OP0989'MILE TO A STREET RIGHT, JUST BEFORE CROSSING THE RAILROAD
 OP0989'TRACKS.  TURN RIGHT AND GO EAST ON A PAVED STREET FOR 0.1
 OP0989'MILE TO A STREET RIGHT, THE WATER TANK AND THE STATION ON THE
 OP0989'LEFT AS DESCRIBED.
 OP0989'
 OP0989'THE STATION MARKS ARE STANDARD DISKS STAMPED LAKOTA 1971.
 OP0989'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP0989'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 17.0
 OP0989'FEET NORTHWEST OF THE NORTHWEST LEG OF THE WATER TANK, 16.3
 OP0989'FEET NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING EXTENSION
 OP0989'ON THE BACK OF THE PUMP HOUSE, AND 13 FEET SOUTH OF A HEDGE.
 OP0989'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 OP0989'OF CONCRETE ABOUT 40 INCHES BELOW THE SURFACE.
 OP0989'
 OP0989'REFERENCE MARK 1, A STANDARD DISK STAMPED LAKOTA NO 1 1971,
 OP0989'IS CEMENTED FLUSH IN A DRILL HOLE IN THE 4-FOOT SQUARE CONCRETE
 OP0989'FOOTING OF THE SOUTHEAST LEG OF THE WATER TANK WHICH PROJECTS
 OP0989'1 FOOT ABOVE GROUND.  IT IS 41 FEET NORTH OF THE CENTER OF
 OP0989'THE STREET, 2.7 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 OP0989'THE FOOTING, AND 2.0 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 OP0989'LEG OF THE WATER TANK.
 OP0989'
 OP0989'REFERENCE MARK 2, A STANDARD DISK STAMPED LAKOTA NO 2 1971,
 OP0989'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0989'WHICH IS FLUSH WITH THE GROUND.  IT IS 58.1 FEET WEST OF THE
 OP0989'NORTHWEST CORNER OF THE BUILDING EXTENSION, 22.0 FEET NORTH
 OP0989'OF A POWER LINE POLE, 4 FEET SOUTH OF THE HEDGE, AND 1.7 FEET
 OP0989'EAST OF A FIRE HYDRANT.
 OP0989'
 OP0989'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OP0989'
 OP0989'REFERENCE MARK 1 TO REFERENCE MARK 2 BLOCKED BY PUMP HOUSE.
 OP0989'
 OP0989'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0991 ***********************************************************************
 OP0991  DESIGNATION -  LAKOTA IOWA BEEF PROCESS MAST
 OP0991  PID         -  OP0991
 OP0991  STATE/COUNTY-  IA/KOSSUTH
 OP0991  USGS QUAD   -  GERMAN VALLEY (1972)
 OP0991
 OP0991                         *CURRENT SURVEY CONTROL
 OP0991  ___________________________________________________________________
 OP0991* NAD 83(1996)-  43 20 01.37964(N)    094 03 01.44693(W)     ADJUSTED  
 OP0991* NAVD 88     -       463.     (meters)    1519.     (feet)  VERTCON   
 OP0991  ___________________________________________________________________
 OP0991  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 OP0991  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 OP0991
 OP0991  HORZ ORDER  -  THIRD
 OP0991
 OP0991.The horizontal coordinates were established by classical geodetic methods
 OP0991.and adjusted by the National Geodetic Survey in May 1999..
 OP0991
 OP0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0991
 OP0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0991
 OP0991.The geoid height was determined by GEOID03.
 OP0991
 OP0991;                    North         East     Units Scale Factor Converg.
 OP0991;SPC IA N     - 1,203,836.540 1,455,363.083   MT  1.00001294   -0 22 22.9
 OP0991;UTM  15      - 4,798,410.215   414,847.989   MT  0.99968919   -0 43 15.2
 OP0991
 OP0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0991!SPC IA N     -   0.99993190  x   1.00001294  =   0.99994484
 OP0991!UTM  15      -   0.99993190  x   0.99968919  =   0.99962111
 OP0991
 OP0991                          SUPERSEDED SURVEY CONTROL
 OP0991
 OP0991  NAD 83(1996)-  43 20 01.37961(N)    094 03 01.44694(W) AD(       ) 4
 OP0991  NAD 83(1986)-  43 20 01.36929(N)    094 03 01.44226(W) AD(       ) 4
 OP0991  NAD 27      -  43 20 01.51464(N)    094 03 00.60323(W) AD(       ) 3
 OP0991  NGVD 29 (07/19/86)  463.     (m)         1519.     (f) VERT ANG       
 OP0991
 OP0991.Superseded values are not recommended for survey control.
 OP0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0991.See file dsdata.txt to determine how the superseded data were derived.
 OP0991
 OP0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH1484898410(NAD 83)
 OP0991_MARKER: 42 = RADIO/TV MAST
 OP0991
 OP0991  HISTORY     - Date     Condition        Report By
 OP0991  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP0991
 OP0991                          STATION DESCRIPTION
 OP0991
 OP0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0991'THE LAKOTA IOWA BEEF PROCESSORS KFW 317 RELAY MAST IS LOCATED
 OP0991'7 MILES NORTH OF TITONKA, 3.5 MILES SOUTHEAST OF LAKOTA,
 OP0991'0.1 MILE WEST OF A DIRT ROAD, IN THE EAST PART OF SECTION
 OP0991'5, T 98 N, R 27 W.
 OP0991'
 OP0991'TO REACH THE MAST FROM THE LAKOTA POST OFFICE, GO SOUTH
 OP0991'ON THE MAIN STREET FOR 0.15 MILE TO A STREET LEFT.  TURN LEFT
 OP0991'AND GO EAST ON THE PAVED STREET FOR 0.1 MILE TO A T-INTERSECTION.
 OP0991'TURN RIGHT AND GO SOUTH AND EAST ON A PAVED ROAD FOR 2.5 MILES
 OP0991'TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR
 OP0991'2.5 MILES TO THE STATION ON THE RIGHT.
 OP0991'
 OP0991'THE MAST IS A 3-LEGGED, SINGLE COLUMN STRUCTURE, PAINTED RED
 OP0991'AND WHITE, GUYED, 321 FEET HIGH WITH A RED LIGHT AT THE APEX.
 OP0991'
 OP0991'THE POINT INTERSECTED WAS THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0988 ***********************************************************************
 OP0988  DESIGNATION -  LAKOTA MUN TANK
 OP0988  PID         -  OP0988
 OP0988  STATE/COUNTY-  IA/KOSSUTH
 OP0988  USGS QUAD   -  LAKOTA (1972)
 OP0988
 OP0988                         *CURRENT SURVEY CONTROL
 OP0988  ___________________________________________________________________
 OP0988* NAD 83(1996)-  43 22 45.99243(N)    094 05 30.62069(W)     ADJUSTED  
 OP0988* NAVD 88     -       380.     (meters)    1247.     (feet)  VERTCON   
 OP0988  ___________________________________________________________________
 OP0988  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 OP0988  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 OP0988
 OP0988  HORZ ORDER  -  THIRD
 OP0988
 OP0988.The horizontal coordinates were established by classical geodetic methods
 OP0988.and adjusted by the National Geodetic Survey in May 1999..
 OP0988
 OP0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0988
 OP0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0988
 OP0988.The geoid height was determined by GEOID03.
 OP0988
 OP0988;                    North         East     Units Scale Factor Converg.
 OP0988;SPC IA N     - 1,208,939.327 1,452,038.199   MT  1.00002256   -0 24 04.0
 OP0988;UTM  15      - 4,803,531.457   411,555.260   MT  0.99969622   -0 44 59.8
 OP0988
 OP0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0988!SPC IA N     -   0.99994489  x   1.00002256  =   0.99996745
 OP0988!UTM  15      -   0.99994489  x   0.99969622  =   0.99964113
 OP0988
 OP0988                          SUPERSEDED SURVEY CONTROL
 OP0988
 OP0988  NAD 83(1996)-  43 22 45.99240(N)    094 05 30.62070(W) AD(       ) 4
 OP0988  NAD 83(1986)-  43 22 45.98155(N)    094 05 30.61848(W) AD(       ) 4
 OP0988  NAD 27      -  43 22 46.12902(N)    094 05 29.77027(W) AD(       ) 3
 OP0988  NGVD 29 (07/19/86)  380.     (m)         1247.     (f) VERT ANG       
 OP0988
 OP0988.Superseded values are not recommended for survey control.
 OP0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0988.See file dsdata.txt to determine how the superseded data were derived.
 OP0988
 OP0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1155503531(NAD 83)
 OP0988_MARKER: 53 = ELEVATED TANK
 OP0988
 OP0988  HISTORY     - Date     Condition        Report By
 OP0988  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP0988
 OP0988                          STATION DESCRIPTION
 OP0988
 OP0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0988'THE LAKOTA MUNICIPAL WATER TANK IS LOCATED AT THE TOWN WATER
 OP0988'WORKS, IN THE NORTHEAST SECTION OF TOWN, JUST SOUTH OF THE
 OP0988'RAILROAD TRACKS, IN SECTION 24, T 99 N, R 28 W, AT THE SITE
 OP0988'OF TRIANGULATION STATION LAKOTA.
 OP0988'
 OP0988'THE TANK IS PAINTED SILVER, WITH A RED CONICAL ROOF, 100
 OP0988'FEET HIGH, WITH 4 CHANNEL-LACED LEGS, AND A BALL AT THE APEX.
 OP0988'
 OP0988'THE POINT INTERSECTED WAS THE BALL.
 OP0988'
 OP0988'TRIANGULATION STATION LAKOTA IS NORTHWEST OF THE TANK, THE
 OP0988'DISTANCE BEING 39.1 FEET, 11.93 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0806 ***********************************************************************
 NJ0806  DESIGNATION -  LAMONT MUNICIPAL TANK
 NJ0806  PID         -  NJ0806
 NJ0806  STATE/COUNTY-  IA/BUCHANAN
 NJ0806  USGS QUAD   -  LAMONT (1965)
 NJ0806
 NJ0806                         *CURRENT SURVEY CONTROL
 NJ0806  ___________________________________________________________________
 NJ0806* NAD 83(1996)-  42 35 58.88327(N)    091 38 28.11537(W)     ADJUSTED  
 NJ0806* NAVD 88     -                                                        
 NJ0806  ___________________________________________________________________
 NJ0806  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 NJ0806  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 NJ0806
 NJ0806  HORZ ORDER  -  THIRD
 NJ0806
 NJ0806.The horizontal coordinates were established by classical geodetic methods
 NJ0806.and adjusted by the National Geodetic Survey in May 1999..
 NJ0806
 NJ0806
 NJ0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0806
 NJ0806.The geoid height was determined by GEOID03.
 NJ0806
 NJ0806;                    North         East     Units Scale Factor Converg.
 NJ0806;SPC IA N     - 1,123,826.479 1,652,532.724   MT  0.99994607   +1 15 35.4
 NJ0806;UTM  15      - 4,717,257.437   611,475.374   MT  0.99975289   +0 55 11.5
 NJ0806
 NJ0806                          SUPERSEDED SURVEY CONTROL
 NJ0806
 NJ0806  NAD 83(1996)-  42 35 58.88330(N)    091 38 28.11469(W) AD(       ) 4
 NJ0806  NAD 83(1986)-  42 35 58.87145(N)    091 38 28.11385(W) AD(       ) 4
 NJ0806  NAD 27      -  42 35 58.94800(N)    091 38 27.57500(W) AD(       ) 3
 NJ0806
 NJ0806.Superseded values are not recommended for survey control.
 NJ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0806.See file dsdata.txt to determine how the superseded data were derived.
 NJ0806
 NJ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH1147517257(NAD 83)
 NJ0806_MARKER: 53 = ELEVATED TANK
 NJ0806
 NJ0806  HISTORY     - Date     Condition        Report By
 NJ0806  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0806
 NJ0806                          STATION DESCRIPTION
 NJ0806
 NJ0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0806'THIS STATION IS THE TALL SLIM BLACK AND SILVER MUNICIPAL TANK IN
 NJ0806'THE VILLAGE OF LAMONT, IOWA.  IT IS LOCATED IN THE CENTRAL
 NJ0806'PART OF THE VILLAGE, ABOUT 220 FEET E OF THE CENTER LINE OF BUSH
 NJ0806'STREET AND ABOUT 70 FEET S OF THE CENTER LINE OF PINE STREET.
 NJ0806'THE TANK WAS ERECTED IN 1913.  IT IS QUITE PROMINENT.  THE TANK
 NJ0806'IS IN THE NW CORNER, NE 1/4, SEC. 23, T 90 N, R 7 W.
 NJ0806'
 NJ0806'THE TANK HAS FOUR BLACK TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE
 NJ0806'SILVER OVAL SECTION EXTENDS DOWNWARD ABOUT 12 FEET.  THE VERTICAL
 NJ0806'SECTION IS ABOUT 30 FEET HIGH AND HAS A CATWALK AND RAIL AROUND
 NJ0806'ITS BASE.  THE STEEP CONICAL SILVER ROOF IS ABOUT 5 FEET AND HAS
 NJ0806'A BALL AND ARROW AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 125
 NJ0806'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0598 ***********************************************************************
 NK0598  DESIGNATION -  LANCE
 NK0598  PID         -  NK0598
 NK0598  STATE/COUNTY-  IA/TAMA
 NK0598  USGS QUAD   -  GLADBROOK NE (1980)
 NK0598
 NK0598                         *CURRENT SURVEY CONTROL
 NK0598  ___________________________________________________________________
 NK0598* NAD 83(1996)-  42 09 45.33281(N)    092 34 53.72616(W)     ADJUSTED  
 NK0598* NAVD 88     -       310.9    (meters)    1020.     (feet)  VERTCON   
 NK0598  ___________________________________________________________________
 NK0598  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 NK0598  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 NK0598
 NK0598  HORZ ORDER  -  SECOND
 NK0598
 NK0598.The horizontal coordinates were established by classical geodetic methods
 NK0598.and adjusted by the National Geodetic Survey in May 1999..
 NK0598
 NK0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0598
 NK0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0598
 NK0598.The geoid height was determined by GEOID03.
 NK0598
 NK0598;                    North         East     Units Scale Factor Converg.
 NK0598;SPC IA N     - 1,074,010.561 1,575,894.199   MT  0.99998397   +0 37 20.8
 NK0598;UTM  15      - 4,667,913.646   534,563.350   MT  0.99961470   +0 16 51.1
 NK0598
 NK0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0598!SPC IA N     -   0.99995620  x   0.99998397  =   0.99994017
 NK0598!UTM  15      -   0.99995620  x   0.99961470  =   0.99957092
 NK0598
 NK0598|---------------------------------------------------------------------|
 NK0598| PID    Reference Object                     Distance      Geod. Az  |
 NK0598|                                                           dddmmss.s |
 NK0598| CI5846 LANCE RM 2                           14.970 METERS 01051     |
 NK0598| CI5845 LANCE RM 1                           13.835 METERS 16821     |
 NK0598| NK0607 REBAR 1130                          APPROX. 4.5 KM 2340653.7 |
 NK0598|---------------------------------------------------------------------|
 NK0598
 NK0598                          SUPERSEDED SURVEY CONTROL
 NK0598
 NK0598  NAD 83(1986)-  42 09 45.33425(N)    092 34 53.72072(W) AD(       ) 2
 NK0598  NAD 27      -  42 09 45.37522(N)    092 34 53.02210(W) AD(       ) 2
 NK0598  NGVD 29 (07/19/86)  310.9    (m)         1020.     (f) VERT ANG       
 NK0598
 NK0598.Superseded values are not recommended for survey control.
 NK0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0598.See file dsdata.txt to determine how the superseded data were derived.
 NK0598
 NK0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3456367914(NAD 83)
 NK0598_MARKER: DD = SURVEY DISK
 NK0598_SETTING: 0 = UNSPECIFIED SETTING
 NK0598
 NK0598  HISTORY     - Date     Condition        Report By
 NK0598  HISTORY     - 1970     MONUMENTED       USGS
 NK0598
 NK0598                          STATION DESCRIPTION
 NK0598
 NK0598'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 NK0598'THE STATION IS ABOUT 6.3 MI WSW. OF TRAER, IOWA, ABOUT 0.3 MI
 NK0598'S. OF THE QUARTER COR. BETWEEN SEC. 15 AND 22, T. 85 N., R. 15
 NK0598'W., ON PROMINENT RIDGE.
 NK0598'
 NK0598'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 63 AND ST. HWY. 8
 NK0598'IN TRAER, GO S. AND W. 7.1 MI TO THE JCT. OF U.S. HWY. 63 AND
 NK0598'ST. HWY. 96, TURN LEFT AND GO W. ON U.S. HWY. 63 FOR 0.8 MI AND
 NK0598'STATION ON LEFT (E.).
 NK0598'
 NK0598'STATION MARK, STAMPED ET LANCE 1970 IS 1591 FT S. AND 38 FT E. OF
 NK0598'CENTER CROSSROADS, 12 FT W. OF E. RIGHT-OF-WAY FENCE, 12 FT W. OF
 NK0598'USGS WITNESS POST.
 NK0598'
 NK0598'REFERENCE MARK NO. 1, STAMPED LANCE NO 1 1970 IS SSE. OF THE
 NK0598'STATION, 47 FT E. OF CENTER OF RD., 3 FT W. OF E. RIGHT-OF-WAY
 NK0598'FENCE.
 NK0598'
 NK0598'REFERENCE MARK NO. 2, STAMPED LANCE NO 2 1970 IS NNE. OF THE
 NK0598'STATION, 48 FT E. OF CENTER OF RD., 3 FT W. OF E. RIGHT-OF-WAY
 NK0598'FENCE.
 NK0598'
 NK0598'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0598'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NK0598'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE SET FLUSH WITH THE
 NK0598'GROUND.
 NK0598'
 NK0598'NO AZIMUTH MARK WAS SET.
 NK0598'
 NK0598'NO REFERENCE AZIMUTH USED.
 NK0598'
 NK0598'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0795 ***********************************************************************
 NJ0795  DESIGNATION -  LAND
 NJ0795  PID         -  NJ0795
 NJ0795  STATE/COUNTY-  IA/CLAYTON
 NJ0795  USGS QUAD   -  VOLGA (1965)
 NJ0795
 NJ0795                         *CURRENT SURVEY CONTROL
 NJ0795  ___________________________________________________________________
 NJ0795* NAD 83(1996)-  42 51 29.98944(N)    091 30 10.68826(W)     ADJUSTED  
 NJ0795* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 NJ0795  ___________________________________________________________________
 NJ0795  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 NJ0795  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 NJ0795
 NJ0795  HORZ ORDER  -  SECOND
 NJ0795
 NJ0795.The horizontal coordinates were established by classical geodetic methods
 NJ0795.and adjusted by the National Geodetic Survey in May 1999..
 NJ0795
 NJ0795.The orthometric height was scaled from a topographic map.
 NJ0795
 NJ0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0795
 NJ0795.The geoid height was determined by GEOID03.
 NJ0795
 NJ0795;                    North         East     Units Scale Factor Converg.
 NJ0795;SPC IA N     - 1,152,807.233 1,663,190.266   MT  0.99995089   +1 21 12.5
 NJ0795;UTM  15      - 4,746,169.726   622,301.558   MT  0.99978402   +1 01 06.2
 NJ0795
 NJ0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0795!SPC IA N     -   0.99994682  x   0.99995089  =   0.99989771
 NJ0795!UTM  15      -   0.99994682  x   0.99978402  =   0.99973085
 NJ0795
 NJ0795|---------------------------------------------------------------------|
 NJ0795| PID    Reference Object                     Distance      Geod. Az  |
 NJ0795|                                                           dddmmss.s |
 NJ0795| CI5848 LAND RM 1                            22.172 METERS 02116     |
 NJ0795| CI5849 LAND RM 2                            16.005 METERS 15012     |
 NJ0795| CI5847 LAND AZ MK                                         2355542.3 |
 NJ0795|---------------------------------------------------------------------|
 NJ0795
 NJ0795                          SUPERSEDED SURVEY CONTROL
 NJ0795
 NJ0795  NAD 83(1996)-  42 51 29.98936(N)    091 30 10.68803(W) AD(       ) 2
 NJ0795  NAD 83(1986)-  42 51 29.97958(N)    091 30 10.68683(W) AD(       ) 2
 NJ0795  NAD 27      -  42 51 30.03640(N)    091 30 10.17110(W) AD(       ) 2
 NJ0795
 NJ0795.Superseded values are not recommended for survey control.
 NJ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0795.See file dsdata.txt to determine how the superseded data were derived.
 NJ0795
 NJ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2230246170(NAD 83)
 NJ0795_MARKER: DS = TRIANGULATION STATION DISK
 NJ0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0795
 NJ0795  HISTORY     - Date     Condition        Report By
 NJ0795  HISTORY     - 1961     MONUMENTED       CGS
 NJ0795
 NJ0795                          STATION DESCRIPTION
 NJ0795
 NJ0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0795'THE STATION IS ABOUT 5 MILES WEST OF ELKADER, ABOUT 4 MILES
 NJ0795'NORTH AND 2 MILES EAST OF VOLGA, IN THE NORTHWEST 1/4 OF
 NJ0795'SEC. 24, T. 93 N., R. 6 W., AND ON THE PROPERTY OF MR. WELTER
 NJ0795'KENNEDY.  IT IS 22 FEET NORTH OF AN 8 INCH BLACK CHERRY TREE,
 NJ0795'14 FEET WEST OF THE CENTERLINE OF A TRACK ROAD AND 2 FEET
 NJ0795'EAST OF A WIRE FENCE AND A WITNESS POST.  THE MONUMENT PROJECTS
 NJ0795'2 INCHES AND THE DISK IS STAMPED LAND 1961.
 NJ0795'
 NJ0795'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 56 IN
 NJ0795'ELKADER, GO WESTERLY ON HIGHWAY 56 FOR 1.65 MILES TO A SIDE
 NJ0795'ROAD LEFT.  CONTINUE WESTERLY ON HIGHWAY 56 FOR 3.8 MILES
 NJ0795'TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED
 NJ0795'ROAD, CHANGING TO A TRACK ROAD, FOR 0.7 MILE TO THE STATION
 NJ0795'ON THE RIGHT.
 NJ0795'
 NJ0795'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 NJ0795'TRACK ROAD FOR 0.2 MILE TO A T-ROAD.  TURN RIGHT AND GO WEST
 NJ0795'ON A GRAVELED ROAD FOR 0.3 MILE TO THE TOP OF A KNOLL AND THE
 NJ0795'AZIMUTH MARK ON THE RIGHT.
 NJ0795'
 NJ0795'REFERENCE MARK 1 IS 73 FEET NORTHEAST OF THE WITNESS POST,
 NJ0795'13 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD AND 1 FOOT
 NJ0795'WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND
 NJ0795'THE DISK IS STAMPED LAND NO 1 1961.
 NJ0795'
 NJ0795'REFERENCE MARK 2 IS 37 FEET SOUTHEAST OF THE BLACK CHERRY TREE,
 NJ0795'12 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD AND 2 FEET
 NJ0795'WEST OF THE WIRE FENCE.  THE MONUMENT PROJECTS 6 INCHES AND
 NJ0795'THE DISK IS STAMPED LAND NO 2 1961.
 NJ0795'
 NJ0795'THE AZIMUTH MARK IS 83 FEET NORTHEAST OF A TELEPHONE POLE, 30
 NJ0795'FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 2 FEET EAST
 NJ0795'OF A WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.  THE
 NJ0795'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED LAND 1961.
 NJ0795'
 NJ0795'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0840 ***********************************************************************
 ON0840  DESIGNATION -  LANSING
 ON0840  PID         -  ON0840
 ON0840  STATE/COUNTY-  IA/ALLAMAKEE
 ON0840  USGS QUAD   -  NEW ALBIN (1968)
 ON0840
 ON0840                         *CURRENT SURVEY CONTROL
 ON0840  ___________________________________________________________________
 ON0840* NAD 83(1996)-  43 23 10.33138(N)    091 16 38.62140(W)     ADJUSTED  
 ON0840* NAVD 88     -       356.     (meters)    1168.     (feet)  SCALED    
 ON0840  ___________________________________________________________________
 ON0840  LAPLACE CORR-          -8.20  (seconds)                    DEFLEC99
 ON0840  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 ON0840
 ON0840  HORZ ORDER  -  THIRD
 ON0840
 ON0840.The horizontal coordinates were established by classical geodetic methods
 ON0840.and adjusted by the National Geodetic Survey in May 1999..
 ON0840
 ON0840.The orthometric height was scaled from a topographic map.
 ON0840
 ON0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0840
 ON0840.The geoid height was determined by GEOID03.
 ON0840
 ON0840;                    North         East     Units Scale Factor Converg.
 ON0840;SPC IA N     - 1,211,889.928 1,680,077.750   MT  1.00002403   +1 30 22.9
 ON0840;SPC MN S     -   146,587.584 1,020,591.775   MT  1.00010965   +1 54 30.1
 ON0840;SPC WI S     -   154,786.528   496,505.750   MT  0.99993258   -0 52 39.7
 ON0840;SPC WI S     -   507,828.80  1,628,952.61   sFT  0.99993258   -0 52 39.7
 ON0840;UTM  15      - 4,805,144.425   639,525.351   MT  0.99983947   +1 11 00.5
 ON0840
 ON0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0840!SPC IA N     -   0.99994908  x   1.00002403  =   0.99997311
 ON0840!SPC MN S     -   0.99994908  x   1.00010965  =   1.00005872
 ON0840!SPC WI S     -   0.99994908  x   0.99993258  =   0.99988166
 ON0840!UTM  15      -   0.99994908  x   0.99983947  =   0.99978856
 ON0840
 ON0840|---------------------------------------------------------------------|
 ON0840| PID    Reference Object                     Distance      Geod. Az  |
 ON0840|                                                           dddmmss.s |
 ON0840| CI5853 LANSING RM 1                         12.092 METERS 04923     |
 ON0840| CI5852 LANSING AZ MK                                      0954154.9 |
 ON0840| CI5854 LANSING RM 2                         10.787 METERS 10822     |
 ON0840|---------------------------------------------------------------------|
 ON0840
 ON0840                          SUPERSEDED SURVEY CONTROL
 ON0840
 ON0840  NAD 83(1996)-  43 23 10.33138(N)    091 16 38.62139(W) AD(       ) 3
 ON0840  NAD 83(1996)-  43 23 10.32545(N)    091 16 38.62146(W) AD(       ) 3
 ON0840  NAD 83(1986)-  43 23 10.32517(N)    091 16 38.62131(W) AD(       ) 3
 ON0840  NAD 27      -  43 23 10.41280(N)    091 16 38.14530(W) AD(       ) 3
 ON0840
 ON0840.Superseded values are not recommended for survey control.
 ON0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0840.See file dsdata.txt to determine how the superseded data were derived.
 ON0840
 ON0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3952505144(NAD 83)
 ON0840_MARKER: DS = TRIANGULATION STATION DISK
 ON0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0840
 ON0840  HISTORY     - Date     Condition        Report By
 ON0840  HISTORY     - 1961     MONUMENTED       CGS
 ON0840  HISTORY     - 1975     GOOD             THOMAS
 ON0840
 ON0840                          STATION DESCRIPTION
 ON0840
 ON0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0840'STATION IS ABOUT 3-1/2 MILES NORTHWEST OF LANSING, IN THE
 ON0840'SOUTHEAST 1/4 OF SECTION 14, T 99 N, R 4 W AND ON ROAD RIGHT
 ON0840'OF WAY PROPERTY.  IT IS 3 FEET NORTHWEST OF A FENCE CORNER,
 ON0840'4 FEET NORTHWEST OF A WITNESS POST, 20 FEET SOUTH OF THE
 ON0840'CENTERLINE OF A GRAVELED ROAD AND 255 FEET SOUTHEAST OF A T-ROAD
 ON0840'INTERSECTION.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON0840'LANSING 1961.
 ON0840'
 ON0840'TO REACH FROM THE POST OFFICE IN LANSING, GO WEST ON STATE
 ON0840'HIGHWAY 9 FOR 0.3 MILE TO A SIDE STREET RIGHT.  TURN RIGHT AND GO
 ON0840'NORTH FOR 0.05 MILE TO A T-STREET.  TURN LEFT AND GO NORTHWEST
 ON0840'FOR 0.25 MILE TO THE END OF THE PAVEMENT.  CONTINUE NORTHWEST
 ON0840'ON A STEEP WINDING GRAVELED ROAD FOR 2.1 MILES TO A SIDE ROAD
 ON0840'LEFT.  CONTINUE NORTHWEST ON THE GRAVELED ROAD FOR 1.2 MILES TO
 ON0840'WHERE THE ROAD CURVES SHARPLY WEST AND TO THE AZIMUTH MARK ON
 ON0840'THE LEFT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.5 MILE TO
 ON0840'THE STATION ON THE LEFT.
 ON0840'
 ON0840'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A WIRE FENCE, 15 FEET NORTH
 ON0840'OF THE CENTERLINE OF THE GRAVELED ROAD AND 39 FEET NORTHEAST OF
 ON0840'THE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON0840'LANSING NO 1 1961.
 ON0840'
 ON0840'REFERENCE MARK 2 IS 1 FOOT NORTH OF A WIRE FENCE, 18 FEET SOUTH OF
 ON0840'THE CENTERLINE OF THE GRAVELED ROAD AND 31 FEET EAST OF THE
 ON0840'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON0840'LANSING NO 2 1961.
 ON0840'
 ON0840'THE AZIMUTH MARK IS 2 FEET NORTHWEST OF A WITNESS POST, 2 FEET
 ON0840'NORTH OF A POWER POLE, 9 FEET EAST OF A FENCE CORNER AND 31
 ON0840'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT
 ON0840'IS FLUSH AND THE DISK IS STAMPED LANSING 1961.
 ON0840'
 ON0840'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ON0840
 ON0840                          STATION RECOVERY (1975)
 ON0840
 ON0840'RECOVERY NOTE BY THOMAS ENG AND SURV 1975 (NCM)
 ON0840'LANSING-UNDISTURBED.
 ON0840'
 ON0840'AZIMUTH MARK-UNDISTURBED.
 ON0840'
 ON0840'R.M. 1-UNDISTURBED.
 ON0840'
 ON0840'R.M. 2-UNDISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0631 ***********************************************************************
 OQ0631  DESIGNATION -  LARCHWOOD
 OQ0631  PID         -  OQ0631
 OQ0631  STATE/COUNTY-  IA/LYON
 OQ0631  USGS QUAD   -  LARCHWOOD (1971)
 OQ0631
 OQ0631                         *CURRENT SURVEY CONTROL
 OQ0631  ___________________________________________________________________
 OQ0631* NAD 83(1996)-  43 25 57.63011(N)    096 29 15.57787(W)     ADJUSTED  
 OQ0631* NAVD 88     -       453.     (meters)    1486.     (feet)  SCALED    
 OQ0631  ___________________________________________________________________
 OQ0631  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 OQ0631  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OQ0631
 OQ0631  HORZ ORDER  -  SECOND
 OQ0631
 OQ0631.The horizontal coordinates were established by classical geodetic methods
 OQ0631.and adjusted by the National Geodetic Survey in May 1999..
 OQ0631
 OQ0631.The orthometric height was scaled from a topographic map.
 OQ0631
 OQ0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0631
 OQ0631.The geoid height was determined by GEOID03.
 OQ0631
 OQ0631;                    North         East     Units Scale Factor Converg.
 OQ0631;SPC IA N     - 1,218,959.959 1,258,141.616   MT  1.00003456   -2 01 29.5
 OQ0631;SPC MN S     -   151,142.101   598,594.948   MT  1.00009439   -1 44 37.2
 OQ0631;SPC SD S     -   129,333.545   911,232.010   MT  0.99991210   +2 39 10.6
 OQ0631;SPC SD S     -   424,321.81  2,989,600.35   sFT  0.99991210   +2 39 10.6
 OQ0631;UTM  14      - 4,811,930.368   703,337.603   MT  1.00010862   +1 43 40.2
 OQ0631
 OQ0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0631!SPC IA N     -   0.99993307  x   1.00003456  =   0.99996763
 OQ0631!SPC MN S     -   0.99993307  x   1.00009439  =   1.00002746
 OQ0631!SPC SD S     -   0.99993307  x   0.99991210  =   0.99984518
 OQ0631!UTM  14      -   0.99993307  x   1.00010862  =   1.00004169
 OQ0631
 OQ0631|---------------------------------------------------------------------|
 OQ0631| PID    Reference Object                     Distance      Geod. Az  |
 OQ0631|                                                           dddmmss.s |
 OQ0631| CO3921 LARCHWOOD RM 1                       38.344 METERS 01207     |
 OQ0631| OQ0723 OMAHA BISMARCK AIRWAY BCN 15        APPROX.16.2 KM 2670153.8 |
 OQ0631| CO3920 LARCHWOOD AZ MK                                    2753546.8 |
 OQ0631| CO3922 LARCHWOOD RM 2                       32.577 METERS 28010     |
 OQ0631| OQ0749 SIOUX FALLS KIHO MAST SSW OF 4      APPROX.24.9 KM 2842000.3 |
 OQ0631| OQ0751 SIOUX FALLS KIHO MAST 3RD OF 4      APPROX.24.9 KM 2842758.8 |
 OQ0631| OQ0750 SIOUX FALLS KIHO MAST 2ND OF 4      APPROX.24.9 KM 2843556.0 |
 OQ0631| OQ0753 SIOUX FALLS KIHO MAST NNE OF 4      APPROX.24.9 KM 2844353.5 |
 OQ0631|---------------------------------------------------------------------|
 OQ0631
 OQ0631                          SUPERSEDED SURVEY CONTROL
 OQ0631
 OQ0631  NAD 83(1996)-  43 25 57.63011(N)    096 29 15.57786(W) AD(       ) 2
 OQ0631  NAD 83(1996)-  43 25 57.63002(N)    096 29 15.57782(W) AD(       ) 2
 OQ0631  NAD 83(1996)-  43 25 57.63079(N)    096 29 15.57440(W) AD(       ) 2
 OQ0631  NAD 83(1986)-  43 25 57.63144(N)    096 29 15.56175(W) AD(       ) 2
 OQ0631  NAD 27      -  43 25 57.71600(N)    096 29 14.41300(W) AD(       ) 2
 OQ0631
 OQ0631.Superseded values are not recommended for survey control.
 OQ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0631.See file dsdata.txt to determine how the superseded data were derived.
 OQ0631
 OQ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0333811930(NAD 83)
 OQ0631_MARKER: DS = TRIANGULATION STATION DISK
 OQ0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0631
 OQ0631  HISTORY     - Date     Condition        Report By
 OQ0631  HISTORY     - 1949     MONUMENTED       CGS
 OQ0631
 OQ0631                          STATION DESCRIPTION
 OQ0631
 OQ0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0631'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF LARCHWOOD,
 OQ0631'ON PROPERTY OWNED BY MR. G.G. PROBST, AND OCCUPIED BY MR.
 OQ0631'PAUL BRUGGEMAN.  IT IS ABOUT 40 YARDS WEST-NORTHWEST OF THE
 OQ0631'FARM HOUSE, 33 FEET WEST OF THE CENTERLINE OF A DRIVEWAY,
 OQ0631'42 FEET WEST OF A FENCELINE, 25 FEET NORTHEAST OF THE NORTHWEST
 OQ0631'CORNER OF A BROODER HOUSE, 19 FEET NORTHWEST OF THE NORTHEAST
 OQ0631'CORNER OF THE BROODER HOUSE, AND 14 FEET SOUTH OF A FENCELINE
 OQ0631'AND A WITNESS POST.  THE DISK IS STAMPED LARCHWOOD 1949 AND IS
 OQ0631'SET 2 INCHES BELOW THE SURFACE OF THE GROUND.
 OQ0631'
 OQ0631'REFERENCE MARK NO. 1 IS 37 FEET SOUTH OF THE CENTERLINE OF AN
 OQ0631'EAST-WEST ROAD, 26 FEET NORTHEAST OF A 16 INCH COTTONWOOD
 OQ0631'TREE, 9 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 5 FEET
 OQ0631'SOUTHEAST OF A POWER POLE, AND 2 FEET SOUTHWEST OF A FENCE
 OQ0631'CORNER.  THE DISK IS STAMPED LARCHWOOD NO 1 1949 AND PROJECTS
 OQ0631'2 INCHES.
 OQ0631'
 OQ0631'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF AN EAST-WEST FENCELNE.
 OQ0631'THE DISK IS STAMPED LARCHWOOD NO 2 1949 AND PROJECTS 2 INCHES.
 OQ0631'
 OQ0631'THE AZIMUTH MARK IS 29 FEET NORTH OF THE CENTERLINE OF THE
 OQ0631'EAST-WEST ROAD, 1 FOOT SOUTH OF A FENCELINE, AND 1 FOOT EAST OF A
 OQ0631'WITNESS POST.  THE DISK IS STAMPED LARCHWOOD 1949 AND PROJECTS
 OQ0631'3 INCHES.
 OQ0631'
 OQ0631'TO REACH THE STATION FROM THE MAIN STREET IN LARCHWOOD, GO
 OQ0631'EAST AND SOUTH ON STATE HIGHWAY 9 FOR 1.4 MILES TO THE JUNCTION
 OQ0631'OF STATE HIGHWAY 26.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 26
 OQ0631'FOR 0.1 MILE TO A CROSS ROAD.  TURN RIGHT AND GO WEST FOR
 OQ0631'2.95 MILES TO ANOTHER CROSS ROAD.  CONTINUE WEST FOR 0.05 MILE TO
 OQ0631'A DRIVEWAY ON THE LEFT.  TURN LEFT ON THE DRIVEWAY AND GO 0.05
 OQ0631'MILE TO THE STATION ON THE RIGHT.
 OQ0631'
 OQ0631'TO REACH THE AZIMUTH MARK, GO EAST ON THE ROAD FOR 0.35 MILE
 OQ0631'TO THE MARK ON THE RIGHT AS DESCRIBED.
 OQ0631'
 OQ0631'AN 87 FOOT SIGNAL AT HILLS IS VISIBLE AT 37 FEET.
 OQ0631'
 OQ0631'A 74 FOOT SIGNAL AT LESTER IS VISIBLE AT 37 FEET.
 OQ0631'
 OQ0631'A 100 FOOT SIGNAL AT CLEVELAND IS VISIBLE AT 37 FEET.
 OQ0631'
 OQ0631'A 4 FOOT SIGNAL AT ALVORD IS VISIBLE AT 37 FEET.
 OQ0631'
 OQ0631'A 100 FOOT SIGNAL AT INWOOD IS VISIBLE AT 37 FEET.
 OQ0631'
 OQ0631'A 4 FOOT SIGNAL AT KLONDIKE IS VISIBLE AT 37 FEET.
 OQ0631'
 OQ0631'A 100 FOOT SIGNAL AT LARSON 1935 IS VISLBLE AT 20 FEET.
 OQ0631'
 OQ0631'A 74 FOOT SIGNAL AT ALVIN IS VISIBLE AT 20 FEET.
 OQ0631'
 OQ0631'A 74 FOOT SIGNAL AT MUTH 1935 IS VISIBLE AT 20 FEET.
 OQ0631'
 OQ0631'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0633 ***********************************************************************
 OQ0633  DESIGNATION -  LARCHWOOD MUNICIPAL TANK
 OQ0633  PID         -  OQ0633
 OQ0633  STATE/COUNTY-  IA/LYON
 OQ0633  USGS QUAD   -  LARCHWOOD (1971)
 OQ0633
 OQ0633                         *CURRENT SURVEY CONTROL
 OQ0633  ___________________________________________________________________
 OQ0633* NAD 83(1996)-  43 27 08.42101(N)    096 26 06.41863(W)     ADJUSTED  
 OQ0633* NAVD 88     -                                                        
 OQ0633  ___________________________________________________________________
 OQ0633  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 OQ0633  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 OQ0633
 OQ0633  HORZ ORDER  -  THIRD
 OQ0633
 OQ0633.The horizontal coordinates were established by classical geodetic methods
 OQ0633.and adjusted by the National Geodetic Survey in May 1999..
 OQ0633
 OQ0633
 OQ0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0633
 OQ0633.The geoid height was determined by GEOID03.
 OQ0633
 OQ0633;                    North         East     Units Scale Factor Converg.
 OQ0633;SPC IA N     - 1,220,994.432 1,262,469.314   MT  1.00003922   -1 59 21.3
 OQ0633;SPC MN S     -   153,197.947   602,912.821   MT  1.00008812   -1 42 24.6
 OQ0633;SPC SD S     -   131,713.901   915,378.843   MT  0.99991105   +2 41 21.1
 OQ0633;SPC SD S     -   432,131.36  3,003,205.42   sFT  0.99991105   +2 41 21.1
 OQ0633;UTM  14      - 4,814,243.961   707,523.185   MT  1.00012977   +1 45 52.7
 OQ0633
 OQ0633                          SUPERSEDED SURVEY CONTROL
 OQ0633
 OQ0633  NAD 83(1996)-  43 27 08.42101(N)    096 26 06.41863(W) AD(       ) 4
 OQ0633  NAD 83(1996)-  43 27 08.42073(N)    096 26 06.41908(W) AD(       ) 4
 OQ0633  NAD 83(1996)-  43 27 08.42184(N)    096 26 06.41676(W) AD(       ) 4
 OQ0633  NAD 83(1986)-  43 27 08.42140(N)    096 26 06.40081(W) AD(       ) 4
 OQ0633  NAD 27      -  43 27 08.51200(N)    096 26 05.26400(W) AD(       ) 3
 OQ0633
 OQ0633.Superseded values are not recommended for survey control.
 OQ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0633.See file dsdata.txt to determine how the superseded data were derived.
 OQ0633
 OQ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0752314244(NAD 83)
 OQ0633_MARKER: 53 = ELEVATED TANK
 OQ0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0633+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2002
 OQ0633
 OQ0633  HISTORY     - Date     Condition        Report By
 OQ0633  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0633  HISTORY     - 20020531 GOOD             USPSQD
 OQ0633
 OQ0633                          STATION DESCRIPTION
 OQ0633
 OQ0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0633'THIS STATION IS LOCATED IN THE TOWN OF LARCHWOOD, ABOUT 1/2
 OQ0633'BLOCK NORTHWEST OF THE DEPOT.  IT IS A 4 LEGGED STEEL STRUCTURE,
 OQ0633'34 FEET SQUARE AT THE BASE, AND ABOUT 120 FEET HIGH.  IT IS
 OQ0633'SILVER IN COLOR.
 OQ0633'
 OQ0633'THE POINT INTERSECTED WAS THE BALL FINIAL.
 OQ0633
 OQ0633                          STATION RECOVERY (2002)
 OQ0633
 OQ0633'RECOVERY NOTE BY US POWER SQUADRON 2002 (MJP)
 OQ0633'TANK IS PAINTED SILVER WITH A RED TOP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0578 ***********************************************************************
 MH0578  CBN         -  This is a Cooperative Base Network Control Station.
 MH0578  DESIGNATION -  LARSON
 MH0578  PID         -  MH0578
 MH0578  STATE/COUNTY-  IA/POWESHIEK
 MH0578  USGS QUAD   -  MALCOM (1979)
 MH0578
 MH0578                         *CURRENT SURVEY CONTROL
 MH0578  ___________________________________________________________________
 MH0578* NAD 83(1996)-  41 42 09.62107(N)    092 37 11.72927(W)     ADJUSTED  
 MH0578* NAVD 88     -       301.0    (meters)     988.     (feet)  GPS OBS   
 MH0578  ___________________________________________________________________
 MH0578  X           -    -218,003.483 (meters)                     COMP
 MH0578  Y           -  -4,764,248.478 (meters)                     COMP
 MH0578  Z           -   4,221,183.750 (meters)                     COMP
 MH0578  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MH0578  ELLIP HEIGHT-         269.01  (meters)          (06/15/04) GPS OBS
 MH0578  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 MH0578
 MH0578  HORZ ORDER  -  B
 MH0578  ELLP ORDER  -  FOURTH    CLASS I
 MH0578
 MH0578.The horizontal coordinates were established by GPS observations
 MH0578.and adjusted by the National Geodetic Survey in August 1997..
 MH0578
 MH0578.The orthometric height was determined by GPS observations and a
 MH0578.high-resolution geoid model.
 MH0578
 MH0578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0578
 MH0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0578
 MH0578.The ellipsoidal height was determined by GPS observations
 MH0578.and is referenced to NAD 83.
 MH0578
 MH0578.The geoid height was determined by GEOID03.
 MH0578
 MH0578;                    North         East     Units Scale Factor Converg.
 MH0578;SPC IA S     -   189,454.771   573,251.118   MT  0.99998667   +0 34 46.9
 MH0578;UTM  15      - 4,616,834.931   531,623.055   MT  0.99961231   +0 15 10.3
 MH0578
 MH0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0578!SPC IA S     -   0.99995781  x   0.99998667  =   0.99994448
 MH0578!UTM  15      -   0.99995781  x   0.99961231  =   0.99957013
 MH0578
 MH0578:                Primary Azimuth Mark                     Grid Az
 MH0578:SPC IA S     -  AIR BEACON 4 MI W OF BROOKLYN            068 19 59.4
 MH0578:UTM  15      -  AIR BEACON 4 MI W OF BROOKLYN            068 39 36.0
 MH0578
 MH0578|---------------------------------------------------------------------|
 MH0578| PID    Reference Object                     Distance      Geod. Az  |
 MH0578|                                                           dddmmss.s |
 MH0578| MH0579 AIR BEACON 4 MI W OF BROOKLYN       APPROX.10.0 KM 0685446.3 |
 MH0578| MH0486 AIR BCN 3 MI NE OF CANFORTH         APPROX.27.4 KM 0763307.4 |
 MH0578| MH0477 BROOKLYN MUNICIPAL TANK             APPROX.15.1 KM 0763425.0 |
 MH0578| MH0580 MALCOLM MUNICIPAL TANK              APPROX. 5.3 KM 0841237.8 |
 MH0578| CL9714 LARSON RM 1 AZIMUTH                                0901810.6 |
 MH0578| CL9716 LARSON RM 3                           8.187 METERS 12404     |
 MH0578| MH0582 MONTEZUMA MUNICIPAL TANK            APPROX.15.3 KM 1473843.3 |
 MH0578| CL9715 LARSON RM 2                          23.000 METERS 16707     |
 MH0578| MH0590 KELLOG AIR BEACON                   APPROX.21.4 KM 2742227.4 |
 MH0578| MH0588 MATTISON                            APPROX.15.7 KM 2760501.6 |
 MH0578| MH0586 GRINNEL MUNICIPAL TANK              APPROX. 9.7 KM 2952806.0 |
 MH0578| MH0583 GRINNEL SPAULDING CO STACK          APPROX.10.2 KM 2954215.7 |
 MH0578| MH0584 GRINNEL CONG CHURCH SPIRE           APPROX. 9.8 KM 2973951.6 |
 MH0578| MH0585 GRINNEL AIR BEACON                  APPROX. 6.5 KM 2984431.5 |
 MH0578| MH0587 GRINNEL COLLEGE STACK               APPROX. 9.7 KM 3011333.0 |
 MH0578| MH0591 GILMAN MUNICIPAL TANK               APPROX.24.0 KM 3243107.2 |
 MH0578|---------------------------------------------------------------------|
 MH0578
 MH0578                          SUPERSEDED SURVEY CONTROL
 MH0578
 MH0578  ELLIP H (08/25/97)  269.05   (m)                       GP(       ) 4 1
 MH0578  NAD 83(1986)-  41 42 09.63006(N)    092 37 11.73028(W) AD(       ) 1
 MH0578  NAD 27      -  41 42 09.64600(N)    092 37 11.05600(W) AD(       ) 1
 MH0578
 MH0578.Superseded values are not recommended for survey control.
 MH0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0578.See file dsdata.txt to determine how the superseded data were derived.
 MH0578
 MH0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3162316835(NAD 83)
 MH0578_MARKER: DS = TRIANGULATION STATION DISK
 MH0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0578_STAMPING: LARSON 1930
 MH0578_MARK LOGO: CGS   
 MH0578_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0578+STABILITY: SURFACE MOTION
 MH0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0578+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1996
 MH0578
 MH0578  HISTORY     - Date     Condition        Report By
 MH0578  HISTORY     - 1930     MONUMENTED       CGS
 MH0578  HISTORY     - 1975     GOOD             NGS
 MH0578  HISTORY     - 19960919 GOOD             IADT
 MH0578  HISTORY     - 20050630 MARK NOT FOUND   IADT
 MH0578
 MH0578                          STATION DESCRIPTION
 MH0578
 MH0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0578'STATION IS ABOUT 5-1/2 MILES E AND 3 MILES S OF GRINNELL,
 MH0578'IN THE SE CORNER OF THE SW 1/4 SEC. 29, T 80 N, R 15 W, ON
 MH0578'CULTIVATED LAND OWNED BY MR. E. LARSON WHO LIVES 1/2 MILE
 MH0578'W OF THE STATION.  THE SITE IS 3 MILES S OF HIGHWAY 32, 1/2
 MH0578'MILE E OF A SECTION-LINE ROAD CORNER IN THE SE CORNER OF
 MH0578'WHICH A DISTRICT SCHOOL IS LOCATED, AND 13.5 METERS N OF
 MH0578'THE CENTER LINE OF SECTION-LINE ROAD.  THE MARK IS 5.7 METERS
 MH0578'N OF FENCE, 7.0 METERS W OF THE 1/2-SECTION-LINE FENCE, AND
 MH0578'IS DEPRESSED 12 INCHES.
 MH0578'
 MH0578'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MH0578'DISKS SET IN CONCRETE.
 MH0578'
 MH0578'REFERENCE MARK NO. 1 IS IN A FENCE CORNER, 8.0 METERS N
 MH0578'OF THE SECTION-LINE ROAD, 0.4 MILE E OF THE STATION.  THE
 MH0578'MARK IS 8 INCHES ABOVE THE SURFACE AT A POINT 0.85 METER
 MH0578'N OF A FENCE AND 0.7 METER E OF A FENCE.  REFERENCE MARK
 MH0578'NO. 2 IS 9.2 METERS S OF THE CENTER LINE OF THE SECTION-LINE
 MH0578'ROAD AT A POINT OPPOSITE THE STATION.  THE MARK IS 8 INCHES
 MH0578'ABOVE THE SURFACE, 0.9 METER S OF A FENCE, AND 1.0 METER
 MH0578'W OF A FENCE.
 MH0578'
 MH0578'TO REACH THE STATION FROM GRINNELL TAKE MAIN HIGHWAY 32
 MH0578'E 5 MILES, GO S ON SECTION-LINE ROAD 3 MILES TO CORNER WITH
 MH0578'SCHOOL, THENCE E 1/2 MILE.
 MH0578'
 MH0578'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MH0578
 MH0578                          STATION RECOVERY (1975)
 MH0578
 MH0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MH0578'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 MH0578'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION, BUT
 MH0578'APPEARS TO BE LEANING SLIGHTLY TO THE SOUTH AND THE LINE OF SIGHT
 MH0578'TO THE STATION WAS OBSTRUCTED BY CORN THIS DATE.  REFERENCE MARK 1
 MH0578'WILL BE REPAIRED AT A LATER DATE AND THE NECESSARY OBSERVATIONS
 MH0578'MADE.  REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  FOLLOWING IS
 MH0578'A NEW COMPLETE DESCRIPTION--
 MH0578'
 MH0578'THE STATION IS LOCATED ABOUT 5.5 MILES EAST AND 3.0 MILES SOUTH OF
 MH0578'GRINNELL, IN THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF
 MH0578'SECTION 29, T 80 N, R 15 W, AND IN A FIELD UNDER CULTIVATION.
 MH0578'
 MH0578'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 AND STATE
 MH0578'HIGHWAY 146 IN GRINNELL, GO EAST ON HIGHWAY 6 FOR 5.0 MILES TO A
 MH0578'FEED MILL ON THE RIGHT AT A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A
 MH0578'GRAVELED ROAD FOR 3.0 MILES TO A CROSSROAD.  TURN LEFT AND GO
 MH0578'EAST ON A DIRT ROAD FOR 0.4 MILE TO FENCE CORNERS ON BOTH SIDES OF
 MH0578'THE ROAD AND THE STATION ON THE LEFT.
 MH0578'
 MH0578'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED LARSON 1930, SET
 MH0578'IN THE TOP OF A CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE GROUND
 MH0578'SURFACE.  IT IS 29 FEET NORTHWEST OF A CORNER FENCE POST, 47 FEET
 MH0578'NORTH OF THE CENTER OF THE ROAD, 27 FEET NORTHWEST OF THE METAL
 MH0578'WITNESS POST SET AT REFERENCE MARK 3 AND 23 FEET WEST OF A
 MH0578'NORTH-SOUTH FENCELINE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 MH0578'
 MH0578'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LARSON NO 2 1930, SET
 MH0578'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 MH0578'INCHES ABOVE THE GROUND SURFACE.  IT IS 29.5 FEET SOUTH OF THE
 MH0578'CENTER OF THE ROAD, 4.3 FEET WEST OF A NORTH-SOUTH FENCELINE, 4 FEET
 MH0578'WEST OF A CORNER FENCE POST, 1.5 FEET SOUTH OF AN EAST-WEST FENCE
 MH0578'AND 1.4 FEET WEST OF A METAL WITNESS POST.
 MH0578'
 MH0578'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MH0578'LARSON 1930 NO 3 1975, AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 MH0578'30 FEET NORTH OF THE CENTER OF THE ROAD, 4 FEET NORTH OF THE CORNER
 MH0578'FENCE POST, 0.7 FOOT SOUTH OF A METAL WITNESS POST AND 6 INCHES
 MH0578'WEST OF THE NORTH-SOUTH FENCELINE.
 MH0578'
 MH0578'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LARSON NO 1 1930, SET IN
 MH0578'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES
 MH0578'ABOVE THE GROUND SURFACE.  IT IS 0.4 MILE EAST OF THE STATION, IN
 MH0578'THE SOUTHWEST CORNER OF A FARMYARD, 26 FEET NORTH OF THE CENTER OF
 MH0578'THE ROAD 5 FEET NE OF CORNER POST AND 1 FOOT NORTH OF A METAL
 MH0578'WITNESS POST.
 MH0578'
 MH0578'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES E AND
 MH0578'3.0 MILES S OF GRINNELL.
 MH0578
 MH0578                          STATION RECOVERY (1996)
 MH0578
 MH0578'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (AAW)
 MH0578'RECOVERED AS DESCRIBED BY IOWA DOT.  A PINK STATE HARN SURVEY SIGN WAS
 MH0578'SET 1 M (3.3 FT) SOUTH OF THE MONUMENT.
 MH0578
 MH0578                          STATION RECOVERY (2005)
 MH0578
 MH0578'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2005 (NMM)
 MH0578'MADE EXCAVATION WITH HAND TOOLS USING REFERENCE DISTANCES FROM RM2 AND
 MH0578'RM3 AS WELL AS RECORD DISTANCES FROM CORNER POST, WITNESS POST AND
 MH0578'CENTER OF ROAD. RM2 AND RM3 WERE FOUND IN GOOD CONDITION.
 MH0578' EXCAVATION WAS A 4 FT. AREA CENTERED ON REFERENCE DISTANCE
 MH0578'INTERSECTION. EXCAVATION WAS IN A CULTIVATED FIELD. AT A DEPTH OF 24
 MH0578'INCHES REMAINS OF BROKEN CONCRETE WERE RECOVERED BUT NO EVIDENCE OF
 MH0578'THE MARK.
 MH0578'A LOCAL RESIDENT WHO FARMS THE FIELD STATED THAT UNIDENTIFIED WORKERS
 MH0578'HAD VISITED THE SITE REGULARLY EXCAVATING WITH A POWER BACKHOE. THERE
 MH0578'IS LITTLE CHANCE OF BURRIED CONCRETE BEING PLACED IN THIS AREA OF THE
 MH0578'FIELD FOR ANY PURPOSE OTHER THAN A SURVEY MONUMENT AND IN OUR OPINION
 MH0578'THE MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0893 ***********************************************************************
 NL0893  DESIGNATION -  LAURENS
 NL0893  PID         -  NL0893
 NL0893  STATE/COUNTY-  IA/POCAHONTAS
 NL0893  USGS QUAD   -  LAURENS (1971)
 NL0893
 NL0893                         *CURRENT SURVEY CONTROL
 NL0893  ___________________________________________________________________
 NL0893* NAD 83(1996)-  42 51 43.58222(N)    094 48 20.21444(W)     ADJUSTED  
 NL0893* NAVD 88     -       399.99   (+/-2cm)    1312.3    (feet)  VERTCON   
 NL0893  ___________________________________________________________________
 NL0893  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 NL0893  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 NL0893
 NL0893  HORZ ORDER  -  FIRST
 NL0893  VERT ORDER  -  THIRD ? (See Below)
 NL0893
 NL0893.The horizontal coordinates were established by classical geodetic methods
 NL0893.and adjusted by the National Geodetic Survey in May 1999..
 NL0893
 NL0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0893.The vertical order pertains to the NGVD 29 superseded value.
 NL0893
 NL0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0893
 NL0893.The geoid height was determined by GEOID03.
 NL0893
 NL0893;                    North         East     Units Scale Factor Converg.
 NL0893;SPC IA N     - 1,152,122.951 1,393,310.576   MT  0.99995111   -0 53 05.5
 NL0893;UTM  15      - 4,747,083.387   352,496.742   MT  0.99986767   -1 13 42.5
 NL0893
 NL0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0893!SPC IA N     -   0.99994179  x   0.99995111  =   0.99989290
 NL0893!UTM  15      -   0.99994179  x   0.99986767  =   0.99980947
 NL0893
 NL0893|---------------------------------------------------------------------|
 NL0893| PID    Reference Object                     Distance      Geod. Az  |
 NL0893|                                                           dddmmss.s |
 NL0893| CI5856 LAURENS RM 1                         45.217 METERS 03702     |
 NL0893| NL0862 MALLARD MUNICIPAL TANK              APPROX.12.8 KM 0491254.1 |
 NL0893| NL0859 PLOVER MUNICIPAL TANK               APPROX.15.0 KM 0825015.4 |
 NL0893| NL0860 ROLFE MUNICIPAL TANK                APPROX.23.5 KM 1031107.1 |
 NL0893| NL0861 HAVELOCK MUNICIPAL TANK             APPROX. 9.0 KM 1113043.5 |
 NL0893| NL0878 POCAHONTAS MUNICIPAL TANK           APPROX.18.1 KM 1415803.0 |
 NL0893| NL0879 POCAHONTAS SAC HEART CATH CH        APPROX.18.1 KM 1424509.5 |
 NL0893| NL0896 ALBERT CITY MUNICIPAL TANK          APPROX.14.9 KM 2325019.3 |
 NL0893| NL0894 LAURENS STEEL MUNICIPAL TANK        APPROX. 4.0 KM 2484503.2 |
 NL0893| NL0895 LAURENS WOOD MUNICIPAL TANK         APPROX. 4.0 KM 2485112.1 |
 NL0893| CI5855 LAURENS AZ MK                                      2542630.7 |
 NL0893| NL0897 MARATHON MUNICIPAL TANK             APPROX.14.5 KM 2693912.6 |
 NL0893| CI5857 LAURENS RM 2                         67.785 METERS 35340     |
 NL0893|---------------------------------------------------------------------|
 NL0893
 NL0893                          SUPERSEDED SURVEY CONTROL
 NL0893
 NL0893  NAD 83(1996)-  42 51 43.58217(N)    094 48 20.21439(W) AD(       ) 1
 NL0893  NAD 83(1986)-  42 51 43.57716(N)    094 48 20.20745(W) AD(       ) 1
 NL0893  NAD 27      -  42 51 43.67300(N)    094 48 19.26700(W) AD(       ) 1
 NL0893  NGVD 29 (07/19/86)  399.90   (m)         1312.0    (f) LEVELING    3  
 NL0893
 NL0893.Superseded values are not recommended for survey control.
 NL0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0893.See file dsdata.txt to determine how the superseded data were derived.
 NL0893
 NL0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH5249747083(NAD 83)
 NL0893_MARKER: DS = TRIANGULATION STATION DISK
 NL0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0893
 NL0893  HISTORY     - Date     Condition        Report By
 NL0893  HISTORY     - 1934     MONUMENTED       CGS
 NL0893  HISTORY     - 1940     GOOD             CGS
 NL0893  HISTORY     - 1971     MARK NOT FOUND   USGS
 NL0893  HISTORY     - 1974     GOOD             NGS
 NL0893
 NL0893                          STATION DESCRIPTION
 NL0893
 NL0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0893'THIS STATION IS ABOUT 2-1/2 MILES NE OF LAURENS, ABOUT 5-1/2
 NL0893'MILES WNW OF HAVELOCK, IN NE 1/4 SECTION 24, T 93 N, R 34 W,
 NL0893'ON LAND OWNED BY M.W. SHANER OF STORM LAKE, AND RENTED BY
 NL0893'CHESTER C. KING, AT S EDGE OF BARNYARD, 1 FOOT N OF THE S
 NL0893'BARNYARD FENCE, ABOUT 220 YARDS S OF THE SECTION LINE ROAD,
 NL0893'288 FEET S OF THE HOUSE, 85 FEET NW OF NW LEG OF THE WINDMILL,
 NL0893'71 FEET WSW OF SW CORNER OF THE BARN, 64 FEET SE OF SE CORNER
 NL0893'OF THE IMPLEMENT SHED.  THE MARK IS FLUSH WITH THE SURFACE.
 NL0893'
 NL0893'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0893'BRONZE DISKS SET IN CONCRETE.
 NL0893'
 NL0893'REFERENCE MARK NO. 1 IS NE OF STATION, AT E SIDE OF THE BARNYARD,
 NL0893'JUST E OF A CLUMP OF LARGE ROCKS, 59 FEET N OF THE BARN.  IT
 NL0893'IS FLUSH WITH THE SURFACE.
 NL0893'
 NL0893'REFERENCE MARK NO. 2 IS N OF THE STATION, AT N SIDE OF THE
 NL0893'BARNYARD, 1 FOOT S OF THE S YARD FENCE, 69 FEET SSE OF SE
 NL0893'CORNER OF THE HOUSE, 47 FEET W OF THE SE CORNER POST OF THE
 NL0893'YARD FENCE, 153.31 FEET NNW OF REFERENCE MARK NO. 1.  IT IS
 NL0893'FLUSH WITH SURFACE.
 NL0893'
 NL0893'AZIMUTH MARK IS WSW OF STATION, 32 FEET E OF CENTER LINE OF THE
 NL0893'ROAD, 50 FEET N OF A TELEPHONE POLE, 1 FOOT E OF THE RIGHT-OF-WAY
 NL0893'FENCE, 0.25 MILE S OF THE CROSSROADS.  IT PROJECTS 6 INCHES.
 NL0893'
 NL0893'TO REACH FROM LAURENS, GO N ON MAIN STREET TO THE TWO MUNICIPAL
 NL0893'WATER TANKS.  THEN E 1.55 MILES TO A CROSSROADS.  THEN N 1.0
 NL0893'MILE TO A CROSSROADS.  THEN E 0.55 MILE TO LANE LEADING S TO
 NL0893'MR. KINGS HOUSE.
 NL0893'
 NL0893'ALL LIGHTS COME INTO VIEW AT 30 FEET.
 NL0893'
 NL0893'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 NL0893
 NL0893                          STATION RECOVERY (1940)
 NL0893
 NL0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0893'THIS STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING
 NL0893'NEW DIRECTIONS TO REACH STATION, AND DIFFERENCES IN DIRECTIONS
 NL0893'TO REFERENCE MARKS, AZIMUTH MARK, AND LAURENS MUNICIPAL TANK.
 NL0893'
 NL0893'TO REACH FROM LAURENS, GO E ON STATE HIGHWAY 10 FOR 2.65 MILES
 NL0893'AND TURN LEFT, N, ON COUNTY ROAD, GO 1.75 MILES TO AZIMUTH
 NL0893'MARK ON E SIDE OF ROAD, CONTINUE 0.25 MILE AND TURN RIGHT (E),
 NL0893'GO 0.55 MILE AND TURN RIGHT S, ON LANE TO MR. KINGS HOUSE AND
 NL0893'STATION.
 NL0893'
 NL0893'STATION MARK IS 9 FEET SW OF WHITE REFERENCE POST.
 NL0893
 NL0893                          STATION RECOVERY (1971)
 NL0893
 NL0893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DLS)
 NL0893'TRI STATION LAURNES-NOT FOUND
 NL0893'
 NL0893'R.M. 1-DISTROYED
 NL0893'
 NL0893'R.M. 2-NOT FOUND
 NL0893'
 NL0893'AZ MK-O.K.
 NL0893'
 NL0893'SOME WORK HAS BEEN DONE IN THIS AREA WITH HEAVY EQUIPEMENT AND
 NL0893'THEY ALL COULD BE DISTROYED.
 NL0893
 NL0893                          STATION RECOVERY (1974)
 NL0893
 NL0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NL0893'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 NL0893'REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR AND NOT FOUND DUE
 NL0893'TO CHANGES IN THE FARMYARD.  THE AZIMUTH MARK WAS SEARCHED FOR
 NL0893'AND NOT FOUND, HOWEVER IT WAS REPORTED FOUND IN GOOD CONDITION
 NL0893'IN 1971 BY THE U.S. GEOLOGICAL SURVEY.
 NL0893'
 NL0893'FOLLOWING IS A NEW COMPLETE DESCRIPTION DUE TO CHANGES IN THE FARM
 NL0893'YARD AND DESCRIPTION FOR NEW MARKS SET THIS DATE.
 NL0893'
 NL0893'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF LAURENS,
 NL0893'ABOUT 5.5 MILES WEST-NORTHWEST OF HAVELOCK, IN THE NORTHEAST
 NL0893'QUARTER OF SEC. 24, T 93 N, R 34 W, ON PROPERTY OWNED BY MRS.
 NL0893'IONA (SHANER) ZEIGLER OF LAURENS, IOWA AND IS FARMED BY DONALD
 NL0893'LAMPE.
 NL0893'
 NL0893'TO REACH THE STATION FROM THE JUNCTION OF SOUTH THIRD STREET
 NL0893'AND STATE HIGHWAY 10 IN LAURENS, GO EASTERLY ON HIGHWAY 10 FOR
 NL0893'2.05 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVELED
 NL0893'ROAD FOR 2.1 MILES TO A T-ROAD.  TURN RIGHT AND GO EAST ON A
 NL0893'GRAVELED ROAD FOR 0.6 MILE TO A DRIVEWAY AND GATE ON THE RIGHT.
 NL0893'TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTH ON THE DRIVEWAY
 NL0893'FOR 0.2 MILE TO THE FARMYARD AND THE STATION.
 NL0893'
 NL0893'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED LAURENS 1934,
 NL0893'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 NL0893'FLUSH WITH THE GROUND SURFACE.  IT IS 71.7 FEET WEST OF THE
 NL0893'SOUTHWEST CORNER OF THE BARN, 24.5 FEET SOUTH OF THE SOUTH SIDE
 NL0893'OF A METAL GRAIN BIN AND 18.5 FEET NORTH OF THE NORTHWEST CORNER
 NL0893'OF A HOG BARN.
 NL0893'
 NL0893'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LAURENS 1934 NO 3
 NL0893'1974, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH
 NL0893'A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE
 NL0893'WITH GRAVEL AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 20.3
 NL0893'FEET NORTH OF THE NORTHWEST CORNER OF THE BARN, 1.8 FEET
 NL0893'NORTH OF THE NORTH END GATE POST, 0.7 FOOT WEST OF A FENCE
 NL0893'AND 0.7 FOOT SOUTH OF A METAL WITNESS POST.
 NL0893'
 NL0893'REFERENCE MARK 4 IS A STANDARD DISK STAMPED LAURENS 1934 NO 4
 NL0893'1974, CEMENTED IN A DRILL HOLE IN A 4 FOOT X 6 FOOT CONCRETE
 NL0893'SLAB AT NORTH SIDE OF A SMALL SHED OVER A WATER WELL AND PUMP.
 NL0893'IT IS 50.5 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 NL0893'BARN AND 5.3 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE SHED.
 NL0893'
 NL0893'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 NL0893'NORTHEAST OF LAURENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0211 ***********************************************************************
 NL0211  DESIGNATION -  LAURENS BM
 NL0211  PID         -  NL0211
 NL0211  STATE/COUNTY-  IA/POCAHONTAS
 NL0211  USGS QUAD   -  LAURENS (1971)
 NL0211
 NL0211                         *CURRENT SURVEY CONTROL
 NL0211  ___________________________________________________________________
 NL0211* NAD 83(1986)-  42 50 49.     (N)    094 51 07.     (W)     SCALED    
 NL0211* NAVD 88     -       399.993  (meters)    1312.31   (feet)  ADJUSTED  
 NL0211  ___________________________________________________________________
 NL0211  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 NL0211  DYNAMIC HT  -         399.864 (meters)    1311.89  (feet)  COMP
 NL0211  MODELED GRAV-     980,284.6   (mgal)                       NAVD 88
 NL0211
 NL0211  VERT ORDER  -  SECOND    CLASS 0
 NL0211
 NL0211.The horizontal coordinates were scaled from a topographic map and have
 NL0211.an estimated accuracy of +/- 6 seconds.
 NL0211
 NL0211.The orthometric height was determined by differential leveling
 NL0211.and adjusted by the National Geodetic Survey in June 1991..
 NL0211
 NL0211.The geoid height was determined by GEOID03.
 NL0211
 NL0211.The dynamic height is computed by dividing the NAVD 88
 NL0211.geopotential number by the normal gravity value computed on the
 NL0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0211.degrees latitude (g = 980.6199 gals.).
 NL0211
 NL0211.The modeled gravity was interpolated from observed gravity values.
 NL0211
 NL0211;                    North         East    Units  Estimated Accuracy
 NL0211;SPC IA N     - 1,150,500.    1,389,500.      MT  (+/- 180 meters Scaled)
 NL0211
 NL0211                          SUPERSEDED SURVEY CONTROL
 NL0211
 NL0211  NGVD 29 (??/??/92)  399.898  (m)         1312.00   (f) ADJ UNCH    2 0
 NL0211
 NL0211.Superseded values are not recommended for survey control.
 NL0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0211.See file dsdata.txt to determine how the superseded data were derived.
 NL0211
 NL0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH486454(NAD 83)
 NL0211_MARKER: R = RIVET
 NL0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0211_SP_SET: WALL
 NL0211_STAMPING: LAURENS 1934
 NL0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0211
 NL0211  HISTORY     - Date     Condition        Report By
 NL0211  HISTORY     - 1934     MONUMENTED       CGS
 NL0211  HISTORY     - 1934     GOOD             NGS
 NL0211
 NL0211                          STATION DESCRIPTION
 NL0211
 NL0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0211'AT LAURENS.
 NL0211'AT LAURENS, SOUTH OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0211'PACIFIC RAILROAD STATION, IN THE CITY PARK, IN THE CONCRETE
 NL0211'WALL OF THE SOUTH BASEMENT STEPS OF THE PUBLIC LIBRARY, 14.6
 NL0211'FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 1.5 FEET
 NL0211'SOUTH OF THE SOUTH SIDE OF THE EAST ENTRANCE, AND ABOUT 0.8
 NL0211'FOOT ABOVE GROUND.  A STANDARD DISK, STAMPED LAURENS 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0894 ***********************************************************************
 NL0894  DESIGNATION -  LAURENS STEEL MUNICIPAL TANK
 NL0894  PID         -  NL0894
 NL0894  STATE/COUNTY-  IA/POCAHONTAS
 NL0894  USGS QUAD   -  LAURENS (1971)
 NL0894
 NL0894                         *CURRENT SURVEY CONTROL
 NL0894  ___________________________________________________________________
 NL0894* NAD 83(1996)-  42 50 56.79339(N)    094 51 03.62720(W)     ADJUSTED  
 NL0894* NAVD 88     -                                                        
 NL0894  ___________________________________________________________________
 NL0894  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 NL0894  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 NL0894
 NL0894  HORZ ORDER  -  THIRD
 NL0894
 NL0894.The horizontal coordinates were established by classical geodetic methods
 NL0894.and adjusted by the National Geodetic Survey in May 1999..
 NL0894
 NL0894
 NL0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0894
 NL0894.The geoid height was determined by GEOID03.
 NL0894
 NL0894;                    North         East     Units Scale Factor Converg.
 NL0894;SPC IA N     - 1,150,737.664 1,389,578.535   MT  0.99995037   -0 54 56.3
 NL0894;UTM  15      - 4,745,720.603   348,756.747   MT  0.99988142   -1 15 32.6
 NL0894
 NL0894                          SUPERSEDED SURVEY CONTROL
 NL0894
 NL0894  NAD 83(1996)-  42 50 56.79334(N)    094 51 03.62717(W) AD(       ) 4
 NL0894  NAD 83(1986)-  42 50 56.78875(N)    094 51 03.62018(W) AD(       ) 4
 NL0894  NAD 27      -  42 50 56.88200(N)    094 51 02.67800(W) AD(       ) 3
 NL0894
 NL0894.Superseded values are not recommended for survey control.
 NL0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0894.See file dsdata.txt to determine how the superseded data were derived.
 NL0894
 NL0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH4875745721(NAD 83)
 NL0894_MARKER: 53 = ELEVATED TANK
 NL0894
 NL0894  HISTORY     - Date     Condition        Report By
 NL0894  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0894
 NL0894                          STATION DESCRIPTION
 NL0894
 NL0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0894'THIS STATION IS THE CENTER OF THE STEEL MUNICIPAL WATER TANK
 NL0894'OF LAURENS, AND IS ABOUT 95 YARDS S OF THE CENTER LINE OF
 NL0894'SECTION LINE ROAD AND ABOUT 95 YARDS N OF THE MAIN LINE TRACK
 NL0894'OF THE CHICAGO AND NORTHWESTERN RAILROAD, AND ABOUT 100 FEET
 NL0894'E OF THE CENTER LINE OF THIRD STREET.  IT IS ABOUT 28 FEET S AND
 NL0894'10 FEET W OF THE CENTER OF THE WOODEN MUNICIPAL TANK.
 NL0894'
 NL0894'THIS TANK IS A STANDARD STEEL STRUCTURE, SUPPORTED ON FOUR
 NL0894'LEGS, IS CYLINDRICAL, HAS OVAL BASE AND CONICAL TOP AND HAS
 NL0894'A 30-INCH CIRCULAR WOOD FEED PIPE HOUSING.  THE TANK IS PAINTED
 NL0894'BLACK.  THIS TANK IS ABOUT THREE FEET HIGHER THAN THE WOOD TANK
 NL0894'JUST N OF IT, AND IS ABOUT THREE FEET LESS IN DIAMETER.  THE
 NL0894'PITCH OF ITS ROOF IS STEEPER THAN THAT OF THE WOOD TANK.  THIS
 NL0894'TANK WAS BUILT IN 1925.
 NL0894'
 NL0894'THIS TANK IS SO CLOSE TO THE WOODEN MUNICIPAL TANK, THAT THEY
 NL0894'MAY APPEAR AS ONE TANK WHEN OBSERVED ON FROM SSW OR NNE
 NL0894'DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0895 ***********************************************************************
 NL0895  DESIGNATION -  LAURENS WOOD MUNICIPAL TANK
 NL0895  PID         -  NL0895
 NL0895  STATE/COUNTY-  IA/POCAHONTAS
 NL0895  USGS QUAD   -  LAURENS (1971)
 NL0895
 NL0895                         *CURRENT SURVEY CONTROL
 NL0895  ___________________________________________________________________
 NL0895* NAD 83(1996)-  42 50 57.09174(N)    094 51 03.44867(W)     ADJUSTED  
 NL0895* NAVD 88     -                                                        
 NL0895  ___________________________________________________________________
 NL0895  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 NL0895  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 NL0895
 NL0895  HORZ ORDER  -  THIRD
 NL0895
 NL0895.The horizontal coordinates were established by classical geodetic methods
 NL0895.and adjusted by the National Geodetic Survey in May 1999..
 NL0895
 NL0895
 NL0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0895
 NL0895.The geoid height was determined by GEOID03.
 NL0895
 NL0895;                    North         East     Units Scale Factor Converg.
 NL0895;SPC IA N     - 1,150,746.804 1,389,582.735   MT  0.99995037   -0 54 56.2
 NL0895;UTM  15      - 4,745,729.717   348,761.002   MT  0.99988140   -1 15 32.5
 NL0895
 NL0895                          SUPERSEDED SURVEY CONTROL
 NL0895
 NL0895  NAD 83(1996)-  42 50 57.09170(N)    094 51 03.44864(W) AD(       ) 4
 NL0895  NAD 83(1986)-  42 50 57.08705(N)    094 51 03.44165(W) AD(       ) 4
 NL0895  NAD 27      -  42 50 57.18100(N)    094 51 02.50000(W) AD(       ) 3
 NL0895
 NL0895.Superseded values are not recommended for survey control.
 NL0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0895.See file dsdata.txt to determine how the superseded data were derived.
 NL0895
 NL0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH4876145730(NAD 83)
 NL0895_MARKER: 53 = ELEVATED TANK
 NL0895
 NL0895  HISTORY     - Date     Condition        Report By
 NL0895  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0895
 NL0895                          STATION DESCRIPTION
 NL0895
 NL0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0895'THE STATION IS THE CENTER OF THE WOODEN MUNICIPAL WATER TANK
 NL0895'OF LAURENS.  THIS TANK IS LOCATED ABOUT 28 FEET N AND ABOUT 10
 NL0895'FEET E OF THE CENTER OF THE STEEL MUNICIPAL TANK OF LAURENS.
 NL0895'
 NL0895'THIS TANK IS A WOODEN TANK BUILT ON FOUR-LEGGED STEEL STRUCTURE.
 NL0895'THE BOTTOM OF THE TANK IS FLAT AND IS ABOUT 80 FEET ABOVE THE
 NL0895'GROUND.  IT IS CYLINDRICAL AND HAS A CONICAL ROOF OF LITTLE
 NL0895'PITCH.  THE TANK IS PAINTED BLACK.  THE STRUCTURE SUPPORTING
 NL0895'THE TANK WAS BUILT IN 1900.  THE PRESENT WOOD TANK WAS BUILT
 NL0895'ON THIS FRAMEWORK IN 1930.  FROM MOST DIRECTIONS THIS TANK CAN
 NL0895'BE DISTINGUISHED FROM THE STEEL TANK JUST S OF IT BY ITS FLAT
 NL0895'BOTTOM, ITS GREATER DIAMETER AND ITS LESS HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0913 ***********************************************************************
 OO0913  DESIGNATION -  LAWLER MUNICIPAL TANK
 OO0913  PID         -  OO0913
 OO0913  STATE/COUNTY-  IA/CHICKASAW
 OO0913  USGS QUAD   -  LAWLER (1981)
 OO0913
 OO0913                         *CURRENT SURVEY CONTROL
 OO0913  ___________________________________________________________________
 OO0913* NAD 83(1996)-  43 04 06.04134(N)    092 09 34.70090(W)     ADJUSTED  
 OO0913* NAVD 88     -                                                        
 OO0913  ___________________________________________________________________
 OO0913  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 OO0913  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 OO0913
 OO0913  HORZ ORDER  -  THIRD
 OO0913
 OO0913.The horizontal coordinates were established by classical geodetic methods
 OO0913.and adjusted by the National Geodetic Survey in May 1999..
 OO0913
 OO0913
 OO0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0913
 OO0913.The geoid height was determined by GEOID03.
 OO0913
 OO0913;                    North         East     Units Scale Factor Converg.
 OO0913;SPC IA N     - 1,175,075.050 1,609,165.235   MT  0.99996979   +0 54 30.3
 OO0913;UTM  15      - 4,768,747.070   568,420.631   MT  0.99965759   +0 34 26.0
 OO0913
 OO0913                          SUPERSEDED SURVEY CONTROL
 OO0913
 OO0913  NAD 83(1996)-  43 04 06.04123(N)    092 09 34.70081(W) AD(       ) 4
 OO0913  NAD 83(1986)-  43 04 06.03355(N)    092 09 34.70067(W) AD(       ) 4
 OO0913  NAD 27      -  43 04 06.12600(N)    092 09 34.07200(W) AD(       ) 3
 OO0913
 OO0913.Superseded values are not recommended for survey control.
 OO0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0913.See file dsdata.txt to determine how the superseded data were derived.
 OO0913
 OO0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH6842168747(NAD 83)
 OO0913_MARKER: 51 = TANK
 OO0913
 OO0913  HISTORY     - Date     Condition        Report By
 OO0913  HISTORY     - 1961     FIRST OBSERVED   CGS
 OO0913
 OO0913                          STATION DESCRIPTION
 OO0913
 OO0913'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0986 ***********************************************************************
 OO0986  DESIGNATION -  LAWN ET
 OO0986  PID         -  OO0986
 OO0986  STATE/COUNTY-  IA/FLOYD
 OO0986  USGS QUAD   -  FLOYD (1971)
 OO0986
 OO0986                         *CURRENT SURVEY CONTROL
 OO0986  ___________________________________________________________________
 OO0986* NAD 83(1996)-  43 10 41.20663(N)    092 43 55.86003(W)     ADJUSTED  
 OO0986* NAVD 88     -       346.9    (meters)    1138.     (feet)  VERTCON   
 OO0986  ___________________________________________________________________
 OO0986  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 OO0986  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 OO0986
 OO0986  HORZ ORDER  -  SECOND
 OO0986
 OO0986.The horizontal coordinates were established by classical geodetic methods
 OO0986.and adjusted by the National Geodetic Survey in May 1999..
 OO0986
 OO0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0986
 OO0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0986
 OO0986.The geoid height was determined by GEOID03.
 OO0986
 OO0986;                    North         East     Units Scale Factor Converg.
 OO0986;SPC IA N     - 1,186,687.542 1,562,425.574   MT  0.99998502   +0 31 13.4
 OO0986;UTM  15      - 4,780,629.055   521,766.141   MT  0.99960583   +0 10 59.7
 OO0986
 OO0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0986!SPC IA N     -   0.99995041  x   0.99998502  =   0.99993543
 OO0986!UTM  15      -   0.99995041  x   0.99960583  =   0.99955626
 OO0986
 OO0986|---------------------------------------------------------------------|
 OO0986| PID    Reference Object                     Distance      Geod. Az  |
 OO0986|                                                           dddmmss.s |
 OO0986| CI5861 LAWN ET RM 1                         12.655 METERS 00428     |
 OO0986| CI5862 LAWN ET RM 2                         12.280 METERS 15917     |
 OO0986| CI5860 LAWN ET AZ MK                                      3583258.7 |
 OO0986|---------------------------------------------------------------------|
 OO0986
 OO0986                          SUPERSEDED SURVEY CONTROL
 OO0986
 OO0986  NAD 83(1996)-  43 10 41.20664(N)    092 43 55.86001(W) AD(       ) 2
 OO0986  NAD 83(1986)-  43 10 41.19999(N)    092 43 55.85515(W) AD(       ) 2
 OO0986  NAD 27      -  43 10 41.29194(N)    092 43 55.16827(W) AD(       ) 2
 OO0986  NGVD 29 (07/19/86)  346.9    (m)         1138.     (f) VERT ANG       
 OO0986
 OO0986.Superseded values are not recommended for survey control.
 OO0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0986.See file dsdata.txt to determine how the superseded data were derived.
 OO0986
 OO0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2176680629(NAD 83)
 OO0986_MARKER: DD = SURVEY DISK
 OO0986_SETTING: 0 = UNSPECIFIED SETTING
 OO0986
 OO0986  HISTORY     - Date     Condition        Report By
 OO0986  HISTORY     - 1969     MONUMENTED       USGS
 OO0986
 OO0986                          STATION DESCRIPTION
 OO0986
 OO0986'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 OO0986'THE STATION IS ABOUT 3.5 MI N. OF FLOYD, ABOUT 500 FT N. OF
 OO0986'QUARTER COR. BETWEEN SECS. 33 AND 34.  T. 97 N., R. 16
 OO0986'W., ALONG U.S. HWY. 218 IN THE FARMYARD OF MR. MICK MUNDELL
 OO0986'ON A SMALL RISE.
 OO0986'
 OO0986'TO REACH FROM THE JCT. OF U.S. HWYS. 18 AND 218 ABOUT 1/2 MI
 OO0986'SE. OF FLOYD, GO N. ON U.S. HWY. 218 FOR ABOUT 3.5 MI TO A
 OO0986'CROSSROAD CONTINUE N. FOR ABOUT 0.6 MI TO MR. MUNDELLS HOUSE
 OO0986'ON THE RIGHT AND THE STATION IN THE FARMYARD.
 OO0986'
 OO0986'THE STATION, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0986'COATED RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 OO0986'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET LAWN
 OO0986'1969 IS 58 FT S. AND 29 FT E. CENTER HWY. AT DRIVE E., 6.7
 OO0986'FT N. AND 4.6 FT W. OF A WOODEN MARKER 220.  THE MARK IS
 OO0986'FLUSH WITH THE GROUND.
 OO0986'
 OO0986'REFERENCE MARK NO. 1, IS A STANDARD TABLET CRIMPED ON 1/2
 OO0986'IN. COPPER COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12
 OO0986'IN. LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED
 OO0986'LAWN NO 1 1969 IS N. OF THE STATION, 16 FT S. AND 31.5 FT
 OO0986'E. CENTER HWY. AT DRIVE E.  THE MARK IS FLUSH WITH THE GROUND.
 OO0986'
 OO0986'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2
 OO0986'IN. COPPER COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12
 OO0986'IN. LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED
 OO0986'LAWN NO 2 1969 IS SSE. OF THE STATION, 95 FT S. AND 43
 OO0986'FT E. CENTER HWY. AT DRIVE E.  10 FT N. AND 22 FT W. OF
 OO0986'POWERLINE POLE 468, 3 FT N. OF A 12 IN. TREE.  THE MARK
 OO0986'IS FLUSH WITH THE GROUND.
 OO0986'
 OO0986'AZIMUTH MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0986'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 OO0986'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED LAWN 1969
 OO0986'IS ABOUT 0.7 MI N. OF THE STATION, 0.3 MI N. OF A T-RD. W., 12
 OO0986'FT N. AND 82.5 FT W. CENTER HWY. AT DRIVE W., 2 FT E. OF A
 OO0986'TELEPHONE POLE.  THE MARK IS FLUSH WITH THE GROUND.
 OO0986'
 OO0986'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1192 ***********************************************************************
 MJ1192  DESIGNATION -  LAYTON
 MJ1192  PID         -  MJ1192
 MJ1192  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1192  USGS QUAD   -  WALNUT (1971)
 MJ1192
 MJ1192                         *CURRENT SURVEY CONTROL
 MJ1192  ___________________________________________________________________
 MJ1192* NAD 83(1996)-  41 29 51.57441(N)    095 10 31.76860(W)     ADJUSTED  
 MJ1192* NAVD 88     -       409.3    (meters)    1343.     (feet)  VERTCON   
 MJ1192  ___________________________________________________________________
 MJ1192  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 MJ1192  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 MJ1192
 MJ1192  HORZ ORDER  -  SECOND
 MJ1192
 MJ1192.The horizontal coordinates were established by classical geodetic methods
 MJ1192.and adjusted by the National Geodetic Survey in May 1999..
 MJ1192
 MJ1192.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1192
 MJ1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1192
 MJ1192.The geoid height was determined by GEOID03.
 MJ1192
 MJ1192;                    North         East     Units Scale Factor Converg.
 MJ1192;SPC IA S     -   167,662.261   360,111.863   MT  0.99996175   -1 06 13.1
 MJ1192;UTM  15      - 4,596,289.142   318,415.530   MT  1.00000579   -1 26 30.7
 MJ1192
 MJ1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1192!SPC IA S     -   0.99994018  x   0.99996175  =   0.99990193
 MJ1192!UTM  15      -   0.99994018  x   1.00000579  =   0.99994597
 MJ1192
 MJ1192:                Primary Azimuth Mark                     Grid Az
 MJ1192:SPC IA S     -  ELK HORN MICROWAVE TOWER                 062 51 50.5
 MJ1192:UTM  15      -  ELK HORN MICROWAVE TOWER                 063 12 08.1
 MJ1192
 MJ1192|---------------------------------------------------------------------|
 MJ1192| PID    Reference Object                     Distance      Geod. Az  |
 MJ1192|                                                           dddmmss.s |
 MJ1192| MJ1163 ELK HORN MICROWAVE TOWER            APPROX.11.1 KM 0614537.4 |
 MJ1192| CL7282 LAYTON RM 1                          27.895 METERS 09509     |
 MJ1192| MJ1193 WALNUT MUN TANK                     APPROX. 4.3 KM 2491028.5 |
 MJ1192| CL7283 LAYTON RM 2                          28.776 METERS 26432     |
 MJ1192|---------------------------------------------------------------------|
 MJ1192
 MJ1192                          SUPERSEDED SURVEY CONTROL
 MJ1192
 MJ1192  NAD 83(1996)-  41 29 51.57538(N)    095 10 31.78000(W) AD(       ) 2
 MJ1192  NAD 83(1986)-  41 29 51.57518(N)    095 10 31.78136(W) AD(       ) 2
 MJ1192  NAD 27      -  41 29 51.61175(N)    095 10 30.80178(W) AD(       ) 2
 MJ1192  NGVD 29 (07/19/86)  409.2    (m)         1343.     (f) VERT ANG       
 MJ1192
 MJ1192.Superseded values are not recommended for survey control.
 MJ1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1192.See file dsdata.txt to determine how the superseded data were derived.
 MJ1192
 MJ1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF1841696289(NAD 83)
 MJ1192_MARKER: DD = SURVEY DISK
 MJ1192_SETTING: 0 = UNSPECIFIED SETTING
 MJ1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1192+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2004
 MJ1192
 MJ1192  HISTORY     - Date     Condition        Report By
 MJ1192  HISTORY     - 1968     MONUMENTED       USGS
 MJ1192  HISTORY     - 20041129 GOOD             SKW
 MJ1192
 MJ1192                          STATION DESCRIPTION
 MJ1192
 MJ1192'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1192'STATION IS LOCATED 1.25 MI N. AND 2.5 MI E. OF WALNUT, NEAR
 MJ1192'QUARTER COR. BETWEEN SECS. 1 AND 2, T. 77 N., R. 38 W., IN THE
 MJ1192'RIGHT-OF-WAY OF INTERSTATE HWY. 80, NEAR AN OVERPASS BRIDGE OF A
 MJ1192'COUNTY RD.
 MJ1192'
 MJ1192'TO REACH THE STATION FROM THE POST OFFICE AT WALNUT, DRIVE N. ON
 MJ1192'COUNTY RD. M-47 FOR 1.15 MI TO THE E. BOUND ENTRANCE TO I-80,
 MJ1192'TURN RIGHT ONTO I-80 AND DRIVE E. FOR 2.5 MI TO STATION ON THE
 MJ1192'RIGHT.
 MJ1192'
 MJ1192'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED LAYTON
 MJ1192'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 MJ1192'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MJ1192'
 MJ1192'STATION MARK IS 90 FT S. OF CENTER OF E. BOUND LANE OF I-80,
 MJ1192'428 FT W. OF CENTER OF THE N.-S. COUNTY RD. AND 8.6 FT N. OF THE
 MJ1192'S. RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1192'
 MJ1192'REFERENCE MARK 1 IS 91.52 FT (27.895 M.) E.-SE. OF STATION AND 1
 MJ1192'FT N. OF THE S. RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1192'
 MJ1192'REFERENCE MARK 2 IS 94.41 FT (28.776 M.) W.-SW. OF STATION AND 1
 MJ1192'FT N. OF THE S. RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1192
 MJ1192                          STATION RECOVERY (2004)
 MJ1192
 MJ1192'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2004 (CMC)
 MJ1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0016 ***********************************************************************
 NM0016  DESIGNATION -  LE MARS
 NM0016  PID         -  NM0016
 NM0016  STATE/COUNTY-  IA/PLYMOUTH
 NM0016  USGS QUAD   -  LE MARS (1985)
 NM0016
 NM0016                         *CURRENT SURVEY CONTROL
 NM0016  ___________________________________________________________________
 NM0016* NAD 83(1986)-  42 47 40.     (N)    096 09 49.     (W)     SCALED    
 NM0016* NAVD 88     -       375.482  (meters)    1231.89   (feet)  ADJUSTED  
 NM0016  ___________________________________________________________________
 NM0016  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 NM0016  DYNAMIC HT  -         375.372 (meters)    1231.53  (feet)  COMP
 NM0016  MODELED GRAV-     980,316.0   (mgal)                       NAVD 88
 NM0016
 NM0016  VERT ORDER  -  SECOND    CLASS 0
 NM0016
 NM0016.The horizontal coordinates were scaled from a topographic map and have
 NM0016.an estimated accuracy of +/- 6 seconds.
 NM0016
 NM0016.The orthometric height was determined by differential leveling
 NM0016.and adjusted by the National Geodetic Survey in June 1991..
 NM0016
 NM0016.The geoid height was determined by GEOID03.
 NM0016
 NM0016.The dynamic height is computed by dividing the NAVD 88
 NM0016.geopotential number by the normal gravity value computed on the
 NM0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0016.degrees latitude (g = 980.6199 gals.).
 NM0016
 NM0016.The modeled gravity was interpolated from observed gravity values.
 NM0016
 NM0016;                    North         East    Units  Estimated Accuracy
 NM0016;SPC IA N     - 1,147,220.    1,282,130.      MT  (+/- 180 meters Scaled)
 NM0016
 NM0016                          SUPERSEDED SURVEY CONTROL
 NM0016
 NM0016  NGVD 29 (??/??/92)  375.288  (m)         1231.26   (f) ADJ UNCH    2 0
 NM0016
 NM0016.Superseded values are not recommended for survey control.
 NM0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0016.See file dsdata.txt to determine how the superseded data were derived.
 NM0016
 NM0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN319418(NAD 83)
 NM0016_MARKER: DB = BENCH MARK DISK
 NM0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0016_SP_SET: BUILDING
 NM0016_STAMPING: LE MARS 1934
 NM0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0016
 NM0016  HISTORY     - Date     Condition        Report By
 NM0016  HISTORY     - 1934     MONUMENTED       CGS
 NM0016  HISTORY     - 1934     GOOD             NGS
 NM0016
 NM0016                          STATION DESCRIPTION
 NM0016
 NM0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NM0016'AT LE MARS.
 NM0016'AT LE MARS, IN THE EAST CONCRETE WALL OF THE POST OFFICE, 32.8
 NM0016'FEET EAST OF THE EAST SIDE OF THE FRONT STEPS, 17.5 FEET NORTH
 NM0016'OF THE NORTH EDGE OF THE SIDEWALK SOUTH OF THE BUILDING, 0.7 FOOT
 NM0016'NORTH OF THE EAST CORNER, AND 1.9 FEET ABOVE GROUND.  A STANDARD
 NM0016'DISK, STAMPED LE MARS 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1712 ***********************************************************************
 NM1712  DESIGNATION -  LE MARS
 NM1712  PID         -  NM1712
 NM1712  STATE/COUNTY-  IA/PLYMOUTH
 NM1712  USGS QUAD   -  LE MARS (1985)
 NM1712
 NM1712                         *CURRENT SURVEY CONTROL
 NM1712  ___________________________________________________________________
 NM1712* NAD 83(1996)-  42 47 11.28244(N)    096 09 36.74178(W)     ADJUSTED  
 NM1712* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 NM1712  ___________________________________________________________________
 NM1712  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 NM1712  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 NM1712
 NM1712  HORZ ORDER  -  FIRST
 NM1712
 NM1712.The horizontal coordinates were established by classical geodetic methods
 NM1712.and adjusted by the National Geodetic Survey in May 1999..
 NM1712
 NM1712.The orthometric height was scaled from a topographic map.
 NM1712
 NM1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1712
 NM1712.The geoid height was determined by GEOID03.
 NM1712
 NM1712;                    North         East     Units Scale Factor Converg.
 NM1712;SPC IA N     - 1,146,321.046 1,282,381.935   MT  0.99994751   -1 48 10.6
 NM1712;UTM  14      - 4,741,014.474   732,274.335   MT  1.00026379   +1 55 47.4
 NM1712
 NM1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1712!SPC IA N     -   0.99994530  x   0.99994751  =   0.99989281
 NM1712!UTM  14      -   0.99994530  x   1.00026379  =   1.00020908
 NM1712
 NM1712:                Primary Azimuth Mark                     Grid Az
 NM1712:SPC IA N     -  LE MARS IOWA LT CO ABAN C STK            006 33 54.0
 NM1712:UTM  14      -  LE MARS IOWA LT CO ABAN C STK            002 49 56.0
 NM1712
 NM1712|---------------------------------------------------------------------|
 NM1712| PID    Reference Object                     Distance      Geod. Az  |
 NM1712|                                                           dddmmss.s |
 NM1712| NM1621 LE MARS IOWA LT CO ABAN C STK       APPROX. 1.8 KM 0044543.4 |
 NM1712| NM1620 LE MARS ST JOSEPH CATH CH           APPROX. 0.8 KM 0165751.8 |
 NM1712| CO3929 LE MARS AZ MK                                      0512704.1 |
 NM1712| CO3930 LE MARS RM 1                         32.723 METERS 18704     |
 NM1712| CO3931 LE MARS RM 2                         27.807 METERS 27400     |
 NM1712|---------------------------------------------------------------------|
 NM1712
 NM1712                          SUPERSEDED SURVEY CONTROL
 NM1712
 NM1712  NAD 83(1996)-  42 47 11.28246(N)    096 09 36.74178(W) AD(       ) 1
 NM1712  NAD 83(1996)-  42 47 11.28215(N)    096 09 36.74185(W) AD(       ) 1
 NM1712  NAD 83(1996)-  42 47 11.28193(N)    096 09 36.74000(W) AD(       ) 1
 NM1712  NAD 83(1986)-  42 47 11.28403(N)    096 09 36.73665(W) AD(       ) 1
 NM1712  NAD 27      -  42 47 11.32300(N)    096 09 35.65800(W) AD(       ) 1
 NM1712
 NM1712.Superseded values are not recommended for survey control.
 NM1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1712.See file dsdata.txt to determine how the superseded data were derived.
 NM1712
 NM1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3227441014(NAD 83)
 NM1712_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NM1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1712_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1712
 NM1712  HISTORY     - Date     Condition        Report By
 NM1712  HISTORY     - 1934     MONUMENTED       CGS
 NM1712
 NM1712                          STATION DESCRIPTION
 NM1712
 NM1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM1712'STATION IS ON PROPERTY OCCUPIED BY THE CITY WATER TANK IN
 NM1712'THE TOWN OF LE MARS, IN NORTHEAST QUARTER OF SEC. 16, T. 92 N.,
 NM1712'R. 45 W., 114.5 FEET EAST OF CENTERLINE OF FOURTH-AVENUE,
 NM1712'37.02 FEET WEST BY NORTH OF EDGE OF STANDPIPE, AND 40.06
 NM1712'FEET WEST BY NORTH OF CENTER OF STANDPIPE.
 NM1712'
 NM1712'TO REACH FROM RAILROAD CROSSING ON PLYMOUTH STREET IN LE MARS
 NM1712'GO EAST ON PLYMOUTH STREET 0.2 MILE (2-1/2 BLOCKS), TURN
 NM1712'RIGHT (SOUTH) ONTO FOURTH AVENUE AND GO 0.4 MILE, TURN LEFT
 NM1712'(EAST) ONTO FIFTH STREET AND GO 1/2 BLOCK, TURN RIGHT (SOUTH)
 NM1712'INTO ALLEY LEADING TO WATER TOWER AND STATION.
 NM1712'
 NM1712'REFERENCE MARK NO. 1 IS 107.36 FEET SOUTH OF STATION, 30.5
 NM1712'FEET SOUTH OF SOUTHEAST CORNER OF HOUSE AND 23.4 FEET NORTH
 NM1712'OF CENTERLINE OF SIXTH STREET.
 NM1712'
 NM1712'REFERENCE MARK NO. 2 IS 91.23 FEET WEST OF STATION, 24.0
 NM1712'FEET EAST OF CENTERLINE OF FOURTH AVENUE AND 8.6 FEET
 NM1712'WEST OF WEST EDGE OF SIDEWALK.
 NM1712'
 NM1712'AZIMUTH MARK IS 0.4 MILE NORTHEAST OF STATION SOUTH OF SOUTH
 NM1712'EDGE OF A SMALL PARK.  TO REACH, GO NORTH ON FOURTH AVENUE
 NM1712'0.15 MILE, TURN RIGHT (EAST) ONTO THIRD STREET AND GO 0.3
 NM1712'MILE TO MARK ON NORTH SIDE.  MARK IS 6.5 FEET SOUTH OF SOUTH
 NM1712'EDGE OF SIDEWALK, 13.0 FEET SOUTH OF PARK FENCE AND 28.4
 NM1712'FEET NORTH OF CENTERLINE OF THIRD STREET.
 NM1712'
 NM1712'HEIGHT OF LIGHT ABOVE STATION MARK - 23.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1621 ***********************************************************************
 NM1621  DESIGNATION -  LE MARS IOWA LT CO ABAN C STK
 NM1621  PID         -  NM1621
 NM1621  STATE/COUNTY-  IA/PLYMOUTH
 NM1621  USGS QUAD   -  LE MARS (1985)
 NM1621
 NM1621                         *CURRENT SURVEY CONTROL
 NM1621  ___________________________________________________________________
 NM1621* NAD 83(1996)-  42 48 10.80533(N)    096 09 30.00783(W)     ADJUSTED  
 NM1621* NAVD 88     -                                                        
 NM1621  ___________________________________________________________________
 NM1621  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 NM1621  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 NM1621
 NM1621  HORZ ORDER  -  THIRD
 NM1621
 NM1621.The horizontal coordinates were established by classical geodetic methods
 NM1621.and adjusted by the National Geodetic Survey in May 1999..
 NM1621
 NM1621
 NM1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1621
 NM1621.The geoid height was determined by GEOID03.
 NM1621
 NM1621;                    North         East     Units Scale Factor Converg.
 NM1621;SPC IA N     - 1,148,151.985 1,282,592.649   MT  0.99994815   -1 48 06.0
 NM1621;UTM  14      - 4,742,855.830   732,365.421   MT  1.00026431   +1 55 54.2
 NM1621
 NM1621                          SUPERSEDED SURVEY CONTROL
 NM1621
 NM1621  NAD 83(1996)-  42 48 10.80535(N)    096 09 30.00783(W) AD(       ) 4
 NM1621  NAD 83(1996)-  42 48 10.80462(N)    096 09 30.00793(W) AD(       ) 4
 NM1621  NAD 83(1996)-  42 48 10.80460(N)    096 09 30.00598(W) AD(       ) 4
 NM1621  NAD 83(1986)-  42 48 10.80678(N)    096 09 30.00211(W) AD(       ) 4
 NM1621  NAD 27      -  42 48 10.84600(N)    096 09 28.92200(W) AD(       ) 3
 NM1621
 NM1621.Superseded values are not recommended for survey control.
 NM1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1621.See file dsdata.txt to determine how the superseded data were derived.
 NM1621
 NM1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3236542856(NAD 83)
 NM1621_MARKER: 63 = STACK
 NM1621
 NM1621  HISTORY     - Date     Condition        Report By
 NM1621  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1621
 NM1621                          STATION DESCRIPTION
 NM1621
 NM1621'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1619 ***********************************************************************
 NM1619  DESIGNATION -  LE MARS MUNICIPAL TANK
 NM1619  PID         -  NM1619
 NM1619  STATE/COUNTY-  IA/PLYMOUTH
 NM1619  USGS QUAD   -  LE MARS (1985)
 NM1619
 NM1619                         *CURRENT SURVEY CONTROL
 NM1619  ___________________________________________________________________
 NM1619* NAD 83(1996)-  42 47 11.18806(N)    096 09 36.22401(W)     ADJUSTED  
 NM1619* NAVD 88     -                                                        
 NM1619  ___________________________________________________________________
 NM1619  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 NM1619  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 NM1619
 NM1619  HORZ ORDER  -  THIRD
 NM1619
 NM1619.The horizontal coordinates were established by classical geodetic methods
 NM1619.and adjusted by the National Geodetic Survey in May 1999..
 NM1619
 NM1619
 NM1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1619
 NM1619.The geoid height was determined by GEOID03.
 NM1619
 NM1619;                    North         East     Units Scale Factor Converg.
 NM1619;SPC IA N     - 1,146,317.765 1,282,393.605   MT  0.99994751   -1 48 10.2
 NM1619;UTM  14      - 4,741,011.959   732,286.198   MT  1.00026386   +1 55 47.8
 NM1619
 NM1619                          SUPERSEDED SURVEY CONTROL
 NM1619
 NM1619  NAD 83(1996)-  42 47 11.18808(N)    096 09 36.22400(W) AD(       ) 4
 NM1619  NAD 83(1996)-  42 47 11.18762(N)    096 09 36.22435(W) AD(       ) 4
 NM1619  NAD 83(1996)-  42 47 11.18738(N)    096 09 36.22218(W) AD(       ) 4
 NM1619  NAD 83(1986)-  42 47 11.18981(N)    096 09 36.21685(W) AD(       ) 4
 NM1619  NAD 27      -  42 47 11.22800(N)    096 09 35.13800(W) AD(       ) 3
 NM1619
 NM1619.Superseded values are not recommended for survey control.
 NM1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1619.See file dsdata.txt to determine how the superseded data were derived.
 NM1619
 NM1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3228641012(NAD 83)
 NM1619_MARKER: 53 = ELEVATED TANK
 NM1619
 NM1619  HISTORY     - Date     Condition        Report By
 NM1619  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1619
 NM1619                          STATION DESCRIPTION
 NM1619
 NM1619'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1620 ***********************************************************************
 NM1620  DESIGNATION -  LE MARS ST JOSEPH CATH CH
 NM1620  PID         -  NM1620
 NM1620  STATE/COUNTY-  IA/PLYMOUTH
 NM1620  USGS QUAD   -  LE MARS (1985)
 NM1620
 NM1620                         *CURRENT SURVEY CONTROL
 NM1620  ___________________________________________________________________
 NM1620* NAD 83(1996)-  42 47 35.88198(N)    096 09 26.55245(W)     ADJUSTED  
 NM1620* NAVD 88     -                                                        
 NM1620  ___________________________________________________________________
 NM1620  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 NM1620  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 NM1620
 NM1620  HORZ ORDER  -  THIRD
 NM1620
 NM1620.The horizontal coordinates were established by classical geodetic methods
 NM1620.and adjusted by the National Geodetic Survey in May 1999..
 NM1620
 NM1620
 NM1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1620
 NM1620.The geoid height was determined by GEOID03.
 NM1620
 NM1620;                    North         East     Units Scale Factor Converg.
 NM1620;SPC IA N     - 1,147,072.441 1,282,637.253   MT  0.99994777   -1 48 03.7
 NM1620;SPC NE       -   335,644.378   814,248.335   MT  0.99991177   +2 32 47.4
 NM1620;UTM  14      - 4,741,781.140   732,480.257   MT  1.00026497   +1 55 55.3
 NM1620
 NM1620                          SUPERSEDED SURVEY CONTROL
 NM1620
 NM1620  NAD 83(1996)-  42 47 35.88199(N)    096 09 26.55245(W) AD(       ) 4
 NM1620  NAD 83(1996)-  42 47 35.88144(N)    096 09 26.55265(W) AD(       ) 4
 NM1620  NAD 83(1996)-  42 47 35.88133(N)    096 09 26.55064(W) AD(       ) 4
 NM1620  NAD 83(1986)-  42 47 35.88384(N)    096 09 26.54627(W) AD(       ) 4
 NM1620  NAD 27      -  42 47 35.92200(N)    096 09 25.46700(W) AD(       ) 3
 NM1620
 NM1620.Superseded values are not recommended for survey control.
 NM1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1620.See file dsdata.txt to determine how the superseded data were derived.
 NM1620
 NM1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3248041781(NAD 83)
 NM1620_MARKER: 90 = CHURCH SPIRE
 NM1620
 NM1620  HISTORY     - Date     Condition        Report By
 NM1620  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1620
 NM1620                          STATION DESCRIPTION
 NM1620
 NM1620'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0669 ***********************************************************************
 MH0669  DESIGNATION -  LEE
 MH0669  PID         -  MH0669
 MH0669  STATE/COUNTY-  IA/STORY
 MH0669  USGS QUAD   -  SLATER (1975)
 MH0669
 MH0669                         *CURRENT SURVEY CONTROL
 MH0669  ___________________________________________________________________
 MH0669* NAD 83(1996)-  41 53 30.92251(N)    093 37 42.31720(W)     ADJUSTED  
 MH0669* NAVD 88     -       318.1    (meters)    1044.     (feet)  VERTCON   
 MH0669  ___________________________________________________________________
 MH0669  LAPLACE CORR-          -8.53  (seconds)                    DEFLEC99
 MH0669  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 MH0669
 MH0669  HORZ ORDER  -  FIRST
 MH0669
 MH0669.The horizontal coordinates were established by classical geodetic methods
 MH0669.and adjusted by the National Geodetic Survey in May 1999..
 MH0669
 MH0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0669
 MH0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0669
 MH0669.The geoid height was determined by GEOID03.
 MH0669
 MH0669;                    North         East     Units Scale Factor Converg.
 MH0669;SPC IA N     - 1,043,541.859 1,489,341.818   MT  1.00003631   -0 05 13.3
 MH0669;SPC IA S     -   210,112.047   489,341.980   MT  1.00002109   -0 05 04.5
 MH0669;UTM  15      - 4,637,967.568   447,867.543   MT  0.99963344   -0 25 10.6
 MH0669
 MH0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0669!SPC IA N     -   0.99995486  x   1.00003631  =   0.99999116
 MH0669!SPC IA S     -   0.99995486  x   1.00002109  =   0.99997594
 MH0669!UTM  15      -   0.99995486  x   0.99963344  =   0.99958831
 MH0669
 MH0669:                Primary Azimuth Mark                     Grid Az
 MH0669:SPC IA N     -  HUXLEY MUNICIPAL TANK                    086 30 34.0
 MH0669:SPC IA S     -  HUXLEY MUNICIPAL TANK                    086 30 25.2
 MH0669:UTM  15      -  HUXLEY MUNICIPAL TANK                    086 50 31.3
 MH0669
 MH0669|---------------------------------------------------------------------|
 MH0669| PID    Reference Object                     Distance      Geod. Az  |
 MH0669|                                                           dddmmss.s |
 MH0669| MH0664 HUXLEY MUNICIPAL TANK               APPROX. 1.9 KM 0862520.7 |
 MH0669| MH0668 LEE RM A                             28.917 METERS 15715     |
 MH0669| CL9717 LEE RM 1                             24.659 METERS 24935     |
 MH0669| MH0670 KELLY ATT MWV TWR                   APPROX. 7.9 KM 3281056.9 |
 MH0669| CL9718 LEE RM 2                             60.335 METERS 34410     |
 MH0669| MH0671 LEE AZ MK                           APPROX. 1.3 KM 3540333.1 |
 MH0669|---------------------------------------------------------------------|
 MH0669
 MH0669                          SUPERSEDED SURVEY CONTROL
 MH0669
 MH0669  NAD 83(1986)-  41 53 30.92279(N)    093 37 42.32219(W) AD(       ) 1
 MH0669  NAD 27      -  41 53 30.96847(N)    093 37 41.53302(W) AD(       ) 1
 MH0669  NGVD 29 (07/19/86)  318.1    (m)         1044.     (f) VERT ANG       
 MH0669
 MH0669.Superseded values are not recommended for survey control.
 MH0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0669.See file dsdata.txt to determine how the superseded data were derived.
 MH0669
 MH0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG4786837968(NAD 83)
 MH0669_MARKER: DS = TRIANGULATION STATION DISK
 MH0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0669_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0669
 MH0669  HISTORY     - Date     Condition        Report By
 MH0669  HISTORY     - 1969     MONUMENTED       CGS
 MH0669  HISTORY     - 1976     GOOD             NGS
 MH0669  HISTORY     - 1979     GOOD             NGS
 MH0669  HISTORY     - 19920804 MARK NOT FOUND   NGS
 MH0669
 MH0669                          STATION DESCRIPTION
 MH0669
 MH0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 MH0669'THE STATION IS LOCATED ABOUT 3 MILES EAST OF SLATER, 1-1/2 MILES
 MH0669'WEST OF THE CENTER OF HUXLEY, AT THE NORTHWEST CORNER OF THE
 MH0669'NORTHEAST QUARTER OF SECTION 27, T82N, R24W AND ON THE PROPERTY
 MH0669'OF MR. PAUL LEE.
 MH0669'
 MH0669'TO REACH THE STATION FROM THE POST OFFICE IN HUXLEY, GO NORTH
 MH0669'FOR ONE BLOCK TO THE INTERSECTION OF FIRST ST. AND MAIN
 MH0669'ST.  TURN LEFT AND GO WEST ON FIRST ST. FOR 0.3 MILE TO A
 MH0669'RAILROAD CROSSING AND THE END OF THE PAVEMENT.  CONTINUE
 MH0669'AHEAD WEST ON THE GRAVELED ROAD FOR 0.95 MILE TO A DRIVEWAY
 MH0669'ON THE LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS POINT
 MH0669'CONTINUE AHEAD WEST ON THE GRAVELED ROAD FOR 0.05 MILE TO A
 MH0669'CROSSROAD.  TURN RIGHT AND GO NORTH ON THE GRAVELED
 MH0669'ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 MH0669'DESCRIBED.) TURN LEFT AND GO SOUTH ON THE DRIVEWAY FOR 0.1
 MH0669'MILE TO A BOARD GATE AT THE NORTHEAST CORNER OF A BARN.
 MH0669'PASS THROUGH THE GATE AND GO EAST FOR ABOUT 50 FEET TO THE
 MH0669'STATION ON THE LEFT.
 MH0669'
 MH0669'THE STATION MARK IS A STANDARD DISK STAMPED LEE 1969, SET IN
 MH0669'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 MH0669'AND IS 15 INCHES BELOW THE GROUND SURFACE.  IT IS 84 FEET
 MH0669'NORTHEAST OF THE NORTHEAST CORNER OF THE CORN CRIB, 77 FEET
 MH0669'NORTHWEST OF A FENCE CORNER AND 64.5 FEET NORTHEAST OF THE
 MH0669'NORTHEAST CORNER OF THE BARN.
 MH0669'
 MH0669'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LEE NO 1 1969, SET
 MH0669'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0669'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 27 FEET
 MH0669'EAST OF THE NORTHWEST CORNER OF THE BARN, 19 FEET WEST OF THE
 MH0669'NORTHEAST CORNER OF THE BARN AND 2 FEET NORTH OF THE BARN.
 MH0669'
 MH0669'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LEE NO 2 1969, SET
 MH0669'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0669'DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 MH0669'38 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 7 FEET SOUTH OF
 MH0669'A FENCE CORNER AND 1.5 FEET SOUTHEAST OF A METAL WITNESS POST
 MH0669'WITH SIGN ATTACHED.
 MH0669'
 MH0669'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LEE 1969, SET IN
 MH0669'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0669'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 36 FEET
 MH0669'WEST OF THE CENTER OF THE GRAVELED ROAD, 2.5 FEET SOUTHEAST OF
 MH0669'THE METAL WITNESS POST WITH SIGN ATTACHED, 1.5 FEET NORTHEAST OF
 MH0669'A FENCE CORNER AND GATE POST AND 1 FOOT EAST OF THE FENCE.
 MH0669'
 MH0669'THE LINE BETWEEN RM 1 AND RM 2 IS OBSTRUCTED.
 MH0669'
 MH0669'THE TRAVERSE DISTANCE NOTED ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 MH0669
 MH0669                          STATION RECOVERY (1976)
 MH0669
 MH0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 MH0669'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE ORIGINAL
 MH0669'DESCRIPTION OF TRIANGULATION STATION, RECIEVED FROM NGS BY MAIL.
 MH0669'
 MH0669'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 MH0669'SLATTER.
 MH0669
 MH0669                          STATION RECOVERY (1979)
 MH0669
 MH0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MH0669'STATION MARKS, LEE RM A, RM 1, RM 2 AND THE AZIMUTH MARK WERE
 MH0669'RECOVERED IN GOOD CONDITION.  THE DIRECTION TO THE HUXLEY MUNICIPAL
 MH0669'WATER TANK WAS 0.4 SECOND SMALLER THAN 1969 DATA, TO LEE RM A WAS 10.
 MH0669'SECONDS SMALLER, AND THE DIRECTIONS TO REFERENCE MARKS 1 AND 2 WERE
 MH0669'52 SECONDS LARGER AND 12 SECONDS LARGER RESPECTIVELY.  THE DISTANCES
 MH0669'TO THE REFERENCE MARKS AGREED WITH PREVIOUS DATA.  THE UNDERGROUND
 MH0669'MARK WAS NOT INSPECTED.  DUE TO MINOR CHANGES A NEW DESCRIPTION
 MH0669'FOLLOWS.
 MH0669'
 MH0669'THE STATION IS ABOUT 1-1/2 MILES WEST OF HUXLEY, 3 MILES EAST OF
 MH0669'SLATER, IN THE NORTHWEST CORNER OF THE NORTHEAST 1/4, SEC 27, T82N,
 MH0669'R24W AND ON PROPERTY OWNED BY MR. PAUL LEE.
 MH0669'
 MH0669'TO REACH THE STATION FROM THE INTERSECTION OF 1ST AND MAIN STREETS IN
 MH0669'THE SMALL TOWN OF HUXLEY, GO WEST ON 1ST STREET FOR 0.3 MILE TO A
 MH0669'RAILROAD CROSSING.  CONTINUE WEST ON A PAVED ROAD FOR 0.95 MILE TO A
 MH0669'PRIVATE DRIVE AND MR. LEES HOUSE ON THE LEFT.  TURN LEFT AND GO SOUTH
 MH0669'ON THE DRIVE FOR 0.05 MILE TO A BARN AND THE STATION ON THE LEFT.
 MH0669'
 MH0669'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE PAVED ROAD
 MH0669'FOR 0.05 MILE TO A GRADED CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 MH0669'GRADED ROAD FOR 0.8 MILE TO THE MARK ON THE LEFT AT A FIELD ENTRANCE.
 MH0669'
 MH0669'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---LEE 1969--- SET IN
 MH0669'AN IRREGULAR MASS OF CONCRETE THAT IS 18 INCHES BELOW THE GROUND
 MH0669'SURFACE.  IT IS 84.0 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 MH0669'A CORN CRIB, 64.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BARN,
 MH0669'36.5 FEET EAST OF THE EAST TANGENT OF THE CONCRETE FOUNDATION OF A
 MH0669'ROUND METAL GRAIN BIN AND 24.0 FEET SOUTH OF A BOARD FENCE.
 MH0669'
 MH0669'REFERENCE MARK A IS A STANDARD DISK, STAMPED---LEE RM A 1969--- SET
 MH0669'IN AN IRREGULAR MASS OF CONCRETE THAT IS 14 INCHES BELOW THE GROUND
 MH0669'SURFACE.  IT IS 52.0 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 MH0669'CORN CRIB, 46.5 FEET NORTHWEST OF A FENCE CORNER AND 45.0 FEET EAST
 MH0669'OF THE NORTHEAST CORNER OF THE CORN CRIB.
 MH0669'
 MH0669'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---LEE NO 1 1969--- SET
 MH0669'IN THE TOP OF A ROUND CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND
 MH0669'SURFACE.  IT IS 27.2 FEET EAST OF THE NORTHWEST CORNER OF THE BARN,
 MH0669'19.3 FEET WEST OF THE NORTHEAST CORNER OF THE BARN AND 2.0 FEET NORTH
 MH0669'OF THE NORTH SIDE OF THE BARN.
 MH0669'
 MH0669'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---LEE NO 2 1969--- SET
 MH0669'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND.  I
 MH0669'IS 72.5 FEET EAST-NORTHEAST OF A POWERLINE POLE WITH AN ELECTRIC
 MH0669'METER, 58.0 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 38.5 FEET
 MH0669'NORTH OF A FENCE CORNER AND 12.0 FEET EAST OF THE CENTERLINE OF THE
 MH0669'DRIVEWAY.
 MH0669'
 MH0669'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---LEE 1969--- SET IN THE
 MH0669'TOP OF A ROUND CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 36.0 FEET
 MH0669'WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 2.5 FEET SOUTHEAST OF A
 MH0669'WITNESS POST, 1.5 FEET NORTH OF A FENCE CORNER AND GATE POST, AND 1.0
 MH0669'FOOT EAST OF A FENCE.
 MH0669
 MH0669                          STATION RECOVERY (1992)
 MH0669
 MH0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JEB)
 MH0669'THE DESCRIPTION PUTS THE TABLET UNDER A NEW GRAIN TANK.  RM NO 1 WAS
 MH0669'FOUND, RM NO 2 POSSIBLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0841 ***********************************************************************
 LD0841  DESIGNATION -  LEE CITY POOR FARM WATER TANK
 LD0841  PID         -  LD0841
 LD0841  STATE/COUNTY-  IA/LEE
 LD0841  USGS QUAD   -  KEOKUK (1975)
 LD0841
 LD0841                         *CURRENT SURVEY CONTROL
 LD0841  ___________________________________________________________________
 LD0841* NAD 83(1996)-  40 27 40.60535(N)    091 26 57.60194(W)     ADJUSTED  
 LD0841* NAVD 88     -                                                        
 LD0841  ___________________________________________________________________
 LD0841  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 LD0841  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0841
 LD0841  HORZ ORDER  -  THIRD
 LD0841
 LD0841.The horizontal coordinates were established by classical geodetic methods
 LD0841.and adjusted by the National Geodetic Survey in May 1999..
 LD0841
 LD0841
 LD0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0841
 LD0841.The geoid height was determined by GEOID03.
 LD0841
 LD0841;                    North         East     Units Scale Factor Converg.
 LD0841;SPC IA S     -    53,275.006   673,919.575   MT  1.00003105   +1 21 02.8
 LD0841;SPC IL W     -   421,995.075   591,213.627   MT  1.00008680   -0 49 56.8
 LD0841;SPC IL W     - 1,384,495.51  1,939,673.37   sFT  1.00008680   -0 49 56.8
 LD0841;SPC MO E     -   514,097.917   169,485.620   MT  1.00001310   -0 36 57.9
 LD0841;UTM  15      - 4,480,111.419   631,472.003   MT  0.99981277   +1 00 23.1
 LD0841
 LD0841                          SUPERSEDED SURVEY CONTROL
 LD0841
 LD0841  NAD 83(1986)-  40 27 40.61553(N)    091 26 57.60306(W) AD(       ) 4
 LD0841  NAD 27      -  40 27 40.46700(N)    091 26 57.04400(W) AD(       ) 3
 LD0841
 LD0841.Superseded values are not recommended for survey control.
 LD0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0841.See file dsdata.txt to determine how the superseded data were derived.
 LD0841
 LD0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE3147280111(NAD 83)
 LD0841_MARKER: 51 = TANK
 LD0841
 LD0841  HISTORY     - Date     Condition        Report By
 LD0841  HISTORY     - 1931     FIRST OBSERVED   CGS
 LD0841
 LD0841                          STATION DESCRIPTION
 LD0841
 LD0841'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6531 ***********************************************************************
 DF6531  CBN         -  This is a Cooperative Base Network Control Station.
 DF6531  DESIGNATION -  LEE CO GPS CONTROL PT 2001 013
 DF6531  PID         -  DF6531
 DF6531  STATE/COUNTY-  IA/LEE
 DF6531  USGS QUAD   -  DONNELLSON (1968)
 DF6531
 DF6531                         *CURRENT SURVEY CONTROL
 DF6531  ___________________________________________________________________
 DF6531* NAD 83(1996)-  40 43 34.22350(N)    091 36 11.31097(W)     ADJUSTED  
 DF6531* NAVD 88     -       217.8    (meters)     715.     (feet)  GPS OBS   
 DF6531  ___________________________________________________________________
 DF6531  X           -    -135,423.552 (meters)                     COMP
 DF6531  Y           -  -4,838,731.251 (meters)                     COMP
 DF6531  Z           -   4,139,546.222 (meters)                     COMP
 DF6531  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 DF6531  ELLIP HEIGHT-         184.58  (meters)          (07/28/03) GPS OBS
 DF6531  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DF6531
 DF6531  HORZ ORDER  -  A
 DF6531  ELLP ORDER  -  FOURTH    CLASS I
 DF6531
 DF6531.The horizontal coordinates were established by GPS observations
 DF6531.and adjusted by the National Geodetic Survey in July 2003..
 DF6531
 DF6531.The orthometric height was determined by GPS observations and a
 DF6531.high-resolution geoid model.
 DF6531
 DF6531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6531
 DF6531.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6531
 DF6531.The ellipsoidal height was determined by GPS observations
 DF6531.and is referenced to NAD 83.
 DF6531
 DF6531.The geoid height was determined by GEOID03.
 DF6531
 DF6531;                    North         East     Units Scale Factor Converg.
 DF6531;SPC IA S     -    82,387.584   660,235.650   MT  0.99998248   +1 14 58.1
 DF6531;UTM  15      - 4,509,298.712   617,964.507   MT  0.99977128   +0 54 41.3
 DF6531
 DF6531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6531!SPC IA S     -   0.99997105  x   0.99998248  =   0.99995353
 DF6531!UTM  15      -   0.99997105  x   0.99977128  =   0.99974233
 DF6531
 DF6531                          SUPERSEDED SURVEY CONTROL
 DF6531
 DF6531.No superseded survey control is available for this station.
 DF6531
 DF6531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF1796509299(NAD 83)
 DF6531_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DF6531_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF6531_STAMPING: 2001 013
 DF6531_MARK LOGO: IA-111
 DF6531_MAGNETIC: I = MARKER IS A STEEL ROD
 DF6531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6531+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 DF6531
 DF6531  HISTORY     - Date     Condition        Report By
 DF6531  HISTORY     - UNK      MONUMENTED       IA-111
 DF6531  HISTORY     - 20030205 GOOD             IADT
 DF6531
 DF6531                          STATION DESCRIPTION
 DF6531
 DF6531'DESCRIBED BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (DO)
 DF6531'THIS STATION IS ABOUT 4 MILES SOUTH OF HOUGHTON ALONG COUNTY RT W55,
 DF6531'ABOUT 2 MILES WEST
 DF6531'OF US 218 ALONG COUNTY RT J40 AND ABOUT 1.7 MILES SSE OF MT. HARRELL,
 DF6531'AT THE SW CORNER OF
 DF6531'THE JUNCTION OF THE ABOVE COUNTY ROADS. W55 (ASPHALT) IS NAMED 160TH
 DF6531'AVE (GRAVEL) TO THE
 DF6531'SOUTH OF J40 AND J40 IS ALSO KNOWN AS 160TH ST.
 DF6531' 
 DF6531'IT IS 64 FT WEST FROM THE
 DF6531'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0668 ***********************************************************************
 MH0668  DESIGNATION -  LEE RM A
 MH0668  PID         -  MH0668
 MH0668  STATE/COUNTY-  IA/STORY
 MH0668  USGS QUAD   -  SLATER (1975)
 MH0668
 MH0668                         *CURRENT SURVEY CONTROL
 MH0668  ___________________________________________________________________
 MH0668* NAD 83(1996)-  41 53 30.05818(N)    093 37 41.83210(W)     ADJUSTED  
 MH0668* NAVD 88     -       318.5    (meters)    1045.     (feet)  VERTCON   
 MH0668  ___________________________________________________________________
 MH0668  LAPLACE CORR-          -8.52  (seconds)                    DEFLEC99
 MH0668  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 MH0668
 MH0668  HORZ ORDER  -  FIRST
 MH0668
 MH0668.The horizontal coordinates were established by classical geodetic methods
 MH0668.and adjusted by the National Geodetic Survey in May 1999..
 MH0668
 MH0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0668
 MH0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0668
 MH0668.The geoid height was determined by GEOID03.
 MH0668
 MH0668;                    North         East     Units Scale Factor Converg.
 MH0668;SPC IA N     - 1,043,515.174 1,489,352.961   MT  1.00003636   -0 05 13.0
 MH0668;SPC IA S     -   210,085.362   489,353.124   MT  1.00002104   -0 05 04.2
 MH0668;UTM  15      - 4,637,940.829   447,878.526   MT  0.99963343   -0 25 10.3
 MH0668
 MH0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0668!SPC IA N     -   0.99995479  x   1.00003636  =   0.99999115
 MH0668!SPC IA S     -   0.99995479  x   1.00002104  =   0.99997583
 MH0668!UTM  15      -   0.99995479  x   0.99963343  =   0.99958824
 MH0668
 MH0668:                Primary Azimuth Mark                     Grid Az
 MH0668:SPC IA N     -  HUXLEY MUNICIPAL TANK                    085 40 49.1
 MH0668:SPC IA S     -  HUXLEY MUNICIPAL TANK                    085 40 40.3
 MH0668:UTM  15      -  HUXLEY MUNICIPAL TANK                    086 00 46.4
 MH0668
 MH0668|---------------------------------------------------------------------|
 MH0668| PID    Reference Object                     Distance      Geod. Az  |
 MH0668|                                                           dddmmss.s |
 MH0668| MH0664 HUXLEY MUNICIPAL TANK               APPROX. 1.9 KM 0853536.1 |
 MH0668| MH0670 KELLY ATT MWV TWR                   APPROX. 7.9 KM 3281256.1 |
 MH0668| MH0669 LEE                                  28.917 METERS 33715     |
 MH0668|---------------------------------------------------------------------|
 MH0668
 MH0668                          SUPERSEDED SURVEY CONTROL
 MH0668
 MH0668  NAD 83(1986)-  41 53 30.05845(N)    093 37 41.83709(W) AD(       ) 1
 MH0668  NAD 27      -  41 53 30.10413(N)    093 37 41.04796(W) AD(       ) 1
 MH0668  NGVD 29 (07/19/86)  318.5    (m)         1045.     (f) VERT ANG       
 MH0668
 MH0668.Superseded values are not recommended for survey control.
 MH0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0668.See file dsdata.txt to determine how the superseded data were derived.
 MH0668
 MH0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG4787937941(NAD 83)
 MH0668_MARKER: DS = TRIANGULATION STATION DISK
 MH0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0668+STABILITY: SURFACE MOTION
 MH0668
 MH0668  HISTORY     - Date     Condition        Report By
 MH0668  HISTORY     - 1969     MONUMENTED       CGS
 MH0668
 MH0668                          STATION DESCRIPTION
 MH0668
 MH0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 MH0668'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF THE CENTER OF
 MH0668'HUXLEY, AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF
 MH0668'SECTION 27, T82N, R24W AND ON THE PROPERTY OF MR. PAUL LEE.
 MH0668'
 MH0668'FOR THE TO REACH SEE DESCRIPTION FOR TRIANGULATION STATION LEE.
 MH0668'
 MH0668'THE STATION MARK IS A STANDARD DISK, STAMPED LEE RM A 1969, SET
 MH0668'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS 15 INCHES
 MH0668'BELOW THE GROUND SURFACE.  IT IS 62 FEET NORTHEAST OF THE
 MH0668'SOUTHEAST CORNER OF A CORNCRIB, 46 FEET NORTHWEST OF A FENCE
 MH0668'CORNER AND 45 FEET EAST OF THE NORTHEAST CORNER OF THE CORNCRIB.
 MH0668'
 MH0668'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1634 ***********************************************************************
 NM1634  DESIGNATION -  LEEDS STA HOOD FLOUR CO C STK
 NM1634  PID         -  NM1634
 NM1634  STATE/COUNTY-  IA/WOODBURY
 NM1634  USGS QUAD   -  JAMES (1994)
 NM1634
 NM1634                         *CURRENT SURVEY CONTROL
 NM1634  ___________________________________________________________________
 NM1634* NAD 83(1996)-  42 32 28.24893(N)    096 21 09.85314(W)     ADJUSTED  
 NM1634* NAVD 88     -                                                        
 NM1634  ___________________________________________________________________
 NM1634  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 NM1634  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 NM1634
 NM1634  HORZ ORDER  -  THIRD
 NM1634
 NM1634.The horizontal coordinates were established by classical geodetic methods
 NM1634.and adjusted by the National Geodetic Survey in May 1999..
 NM1634
 NM1634
 NM1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1634
 NM1634.The geoid height was determined by GEOID03.
 NM1634
 NM1634;                    North         East     Units Scale Factor Converg.
 NM1634;SPC IA N     - 1,119,603.554 1,265,718.475   MT  0.99994779   -1 56 00.3
 NM1634;SPC NE       -   306,973.930   799,462.469   MT  0.99982209   +2 25 01.3
 NM1634;SPC SD S     -    30,925.625   926,887.911   MT  1.00008194   +2 44 45.7
 NM1634;SPC SD S     -   101,461.82  3,040,964.75   sFT  1.00008194   +2 44 45.7
 NM1634;UTM  14      - 4,713,262.327   717,379.335   MT  1.00018142   +1 47 26.0
 NM1634
 NM1634                          SUPERSEDED SURVEY CONTROL
 NM1634
 NM1634  NAD 83(1996)-  42 32 28.24894(N)    096 21 09.85314(W) AD(       ) 4
 NM1634  NAD 83(1996)-  42 32 28.24880(N)    096 21 09.85314(W) AD(       ) 4
 NM1634  NAD 83(1996)-  42 32 28.24867(N)    096 21 09.85436(W) AD(       ) 4
 NM1634  NAD 83(1986)-  42 32 28.25177(N)    096 21 09.85294(W) AD(       ) 4
 NM1634  NAD 27      -  42 32 28.27500(N)    096 21 08.74800(W) AD(       ) 3
 NM1634
 NM1634.Superseded values are not recommended for survey control.
 NM1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1634.See file dsdata.txt to determine how the superseded data were derived.
 NM1634
 NM1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1737913262(NAD 83)
 NM1634_MARKER: 63 = STACK
 NM1634
 NM1634  HISTORY     - Date     Condition        Report By
 NM1634  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1634
 NM1634                          STATION DESCRIPTION
 NM1634
 NM1634'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1635 ***********************************************************************
 NM1635  DESIGNATION -  LEEDS STATION MUNICIPAL TANK
 NM1635  PID         -  NM1635
 NM1635  STATE/COUNTY-  IA/WOODBURY
 NM1635  USGS QUAD   -  JAMES (1994)
 NM1635
 NM1635                         *CURRENT SURVEY CONTROL
 NM1635  ___________________________________________________________________
 NM1635* NAD 83(1996)-  42 32 52.38091(N)    096 21 37.62382(W)     ADJUSTED  
 NM1635* NAVD 88     -                                                        
 NM1635  ___________________________________________________________________
 NM1635  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 NM1635  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 NM1635
 NM1635  HORZ ORDER  -  THIRD
 NM1635
 NM1635.The horizontal coordinates were established by classical geodetic methods
 NM1635.and adjusted by the National Geodetic Survey in May 1999..
 NM1635
 NM1635
 NM1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1635
 NM1635.The geoid height was determined by GEOID03.
 NM1635
 NM1635;                    North         East     Units Scale Factor Converg.
 NM1635;SPC IA N     - 1,120,369.128 1,265,110.385   MT  0.99994754   -1 56 19.2
 NM1635;SPC NE       -   307,691.079   798,798.140   MT  0.99982422   +2 24 42.9
 NM1635;SPC SD S     -    31,639.134   926,219.304   MT  1.00007978   +2 44 26.5
 NM1635;SPC SD S     -   103,802.73  3,038,771.17   sFT  1.00007978   +2 44 26.5
 NM1635;UTM  14      - 4,713,986.955   716,722.652   MT  1.00017791   +1 47 08.1
 NM1635
 NM1635                          SUPERSEDED SURVEY CONTROL
 NM1635
 NM1635  NAD 83(1996)-  42 32 52.38092(N)    096 21 37.62383(W) AD(       ) 4
 NM1635  NAD 83(1996)-  42 32 52.38076(N)    096 21 37.62379(W) AD(       ) 4
 NM1635  NAD 83(1996)-  42 32 52.38073(N)    096 21 37.62518(W) AD(       ) 4
 NM1635  NAD 83(1986)-  42 32 52.38405(N)    096 21 37.62430(W) AD(       ) 4
 NM1635  NAD 27      -  42 32 52.40800(N)    096 21 36.52100(W) AD(       ) 3
 NM1635
 NM1635.Superseded values are not recommended for survey control.
 NM1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1635.See file dsdata.txt to determine how the superseded data were derived.
 NM1635
 NM1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1672313987(NAD 83)
 NM1635_MARKER: 53 = ELEVATED TANK
 NM1635
 NM1635  HISTORY     - Date     Condition        Report By
 NM1635  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1635
 NM1635                          STATION DESCRIPTION
 NM1635
 NM1635'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1930 ***********************************************************************
 NM1930  DESIGNATION -  LEMAPORT
 NM1930  PID         -  NM1930
 NM1930  STATE/COUNTY-  IA/PLYMOUTH
 NM1930  USGS QUAD   -  LE MARS (1985)
 NM1930
 NM1930                         *CURRENT SURVEY CONTROL
 NM1930  ___________________________________________________________________
 NM1930* NAD 83(1996)-  42 46 36.95651(N)    096 11 37.08216(W)     ADJUSTED  
 NM1930* NAVD 88     -       364.4    (meters)    1196.     (feet)  VERTCON   
 NM1930  ___________________________________________________________________
 NM1930  X           -    -505,898.214 (meters)                     COMP
 NM1930  Y           -  -4,661,696.270 (meters)                     COMP
 NM1930  Z           -   4,309,575.055 (meters)                     COMP
 NM1930  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 NM1930  ELLIP HEIGHT-         338.09  (meters)          (05/06/99) GPS OBS
 NM1930  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 NM1930
 NM1930  HORZ ORDER  -  THIRD
 NM1930  ELLP ORDER  -  FOURTH    CLASS I
 NM1930
 NM1930.This mark is at Lemars Municipal Airport (LRJ)
 NM1930
 NM1930.The horizontal coordinates were established by GPS observations
 NM1930.and adjusted by the National Geodetic Survey in May 1999..
 NM1930
 NM1930.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1930
 NM1930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1930
 NM1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1930
 NM1930.The ellipsoidal height was determined by GPS observations
 NM1930.and is referenced to NAD 83.
 NM1930
 NM1930.The geoid height was determined by GEOID03.
 NM1930
 NM1930;                    North         East     Units Scale Factor Converg.
 NM1930;SPC IA N     - 1,145,349.003 1,279,614.546   MT  0.99994718   -1 49 32.1
 NM1930;UTM  14      - 4,739,863.982   729,575.262   MT  1.00024846   +1 54 24.3
 NM1930
 NM1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1930!SPC IA N     -   0.99994698  x   0.99994718  =   0.99989416
 NM1930!UTM  14      -   0.99994698  x   1.00024846  =   1.00019543
 NM1930
 NM1930:                Primary Azimuth Mark                     Grid Az
 NM1930:SPC IA N     -  LEMAPORT AZ MK                           009 39 57.6
 NM1930:UTM  14      -  LEMAPORT AZ MK                           005 56 01.2
 NM1930
 NM1930|---------------------------------------------------------------------|
 NM1930| PID    Reference Object                     Distance      Geod. Az  |
 NM1930|                                                           dddmmss.s |
 NM1930| NM1931 LEMAPORT AZ MK                      APPROX. 0.7 KM 0075025.5 |
 NM1930|---------------------------------------------------------------------|
 NM1930
 NM1930                          SUPERSEDED SURVEY CONTROL
 NM1930
 NM1930  NAD 83(1996)-  42 46 36.95654(N)    096 11 37.08213(W) AD(       ) 3
 NM1930  NAD 83(1996)-  42 46 36.95612(N)    096 11 37.07844(W) AD(       ) 3
 NM1930  NAD 83(1996)-  42 46 36.95610(N)    096 11 37.07807(W) AD(       ) 3
 NM1930  NAD 83(1986)-  42 46 36.95715(N)    096 11 37.07587(W) AD(       ) 3
 NM1930  NGVD 29 (07/09/90)  364.2    (m)         1195.     (f) GPS OBS        
 NM1930
 NM1930.Superseded values are not recommended for survey control.
 NM1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1930.See file dsdata.txt to determine how the superseded data were derived.
 NM1930
 NM1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN2957539864(NAD 83)
 NM1930_MARKER: I = METAL ROD
 NM1930_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1930_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NM1930_STAMPING: LEMAPORT 1989
 NM1930_MARK LOGO: NGS   
 NM1930_PROJECTION: FLUSH
 NM1930_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1930+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 NM1930_ROD/PIPE-DEPTH: 10.6 meters
 NM1930_SLEEVE-DEPTH  : 0.91 meters
 NM1930
 NM1930  HISTORY     - Date     Condition        Report By
 NM1930  HISTORY     - 1989     MONUMENTED       NGS
 NM1930  HISTORY     - 19910929 GOOD             NGS
 NM1930  HISTORY     - 20040328 GOOD             JCLS
 NM1930
 NM1930                          STATION DESCRIPTION
 NM1930
 NM1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1930'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHWEST OF LE MARS AT
 NM1930'THE LE MARS MUNICIPAL AIRPORT AT THE JUNCTION OF THE ENTRANCE RAMP AND
 NM1930'RUNWAY.  OWNERSHIP--CITY OF LE MARS, LE MARS, IA 50131, PHONE (712)
 NM1930'546-4724.  THE AIRPORT MANAGER IS EARL DRAAYER.
 NM1930'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75 AND STATE
 NM1930'HIGHWAY 3 ON THE WEST SIDE OF LE MARS, GO SOUTH ON US HIGHWAY 75 FOR
 NM1930'2.45 KM (1.50 MI) TO THE JUNCTION OF THE GRAVEL ENTRANCE ROAD TO THE
 NM1930'AIRPORT ON THE RIGHT.  TURN RIGHT, NORTHWEST, ON THE ENTRANCE ROAD FOR
 NM1930'0.2 KM (0.10 MI) TO THE ROADS END AT A HANGAR.  BEAR LEFT AROUND THE
 NM1930'SOUTH SIDE OF THE HANGAR, PASSING THROUGH A GATE, ONTO THE APRON AND
 NM1930'ENTRANCE RAMP FOR 0.2 KM (0.10 MI) TO THE JUNCTION OF THE RUNWAY AND
 NM1930'THE STATION ON THE RIGHT.
 NM1930'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NM1930'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NM1930'SURROUNDED BY CONCRETE.  LOCATED 20.4 M (66.9 FT) EAST OF THE CENTER
 NM1930'OF THE RUNWAY, 12.1 M (39.7 FT) NORTH OF THE CENTER OF THE ENTRANCE
 NM1930'RAMP, 10.1 M (33.1 FT) EAST OF A RAMP BEACON LIGHT AND A FIBERGLASS
 NM1930'WITNESS POST AND 4.2 M (13.8 FT) NORTHEAST OF THE CURVED EDGE OF THE
 NM1930'ENTRANCE RAMP. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 NM1930'LOGO CAP.
 NM1930'DESCRIBED BY M. L. MCCREADY.
 NM1930
 NM1930                          STATION RECOVERY (1991)
 NM1930
 NM1930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NM1930'THE STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) SOUTHWEST OF LE MARS, AT
 NM1930'THE LE MARS MUNICIPAL AIRPORT AND NEAR THE JUNCTION OF THE RUNWAY AND
 NM1930'CONNECTING TAXI.  OWNERSHIP--CITY OF LE MARS, LE MARS, IA 50131.
 NM1930'AIRPORT MANAGER IS EARL DRAAYER, PHONE 712-546-4724, HOME 546-7334.
 NM1930'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE
 NM1930'HIGHWAY 3 ON THE WEST SIDE OF LE MARS, GO SOUTH ON HIGHWAY 75 FOR
 NM1930'2.45 KM (1.52 MI) TO THE JUNCTION OF THE GRAVEL AIRPORT ENTRANCE ROAD
 NM1930'ON THE RIGHT.  TURN RIGHT, NORTHWEST, ON ENTRANCE ROAD FOR 0.2 KM
 NM1930'(0.1 MI) TO THE ROADS END AT A HANGAR.  BEAR LEFT AROUND THE SOUTH
 NM1930'SIDE OF THE HANGAR, PASSING THROUGH A GATE, ONTO THE APRON AND MAIN
 NM1930'CONNECTING TAXI FOR 0.2 KM (0.1 MI) TO THE JUNCTION OF THE RUNWAY AND
 NM1930'THE STATION ON THE RIGHT.
 NM1930'THE STATION IS LOCATED 20.5 M (67.3 FT) EAST FROM THE CENTER OF THE
 NM1930'RUNWAY, 12.1 M (39.7 FT) NORTH FROM THE CENTER OF THE TAXI, 10.4 M
 NM1930'(34.1 FT) SOUTH-SOUTHEAST FROM A PURPLE TAXI LIGHT AND FIBERGLASS
 NM1930'WITNESS POST, 4.1 M (13.5 FT) NORTHEAST FROM THE CURVED EDGE OF THE
 NM1930'CONNECTING TAXI AND 0.8 M (2.6 FT) NORTH-NORTHEAST FROM A YELLOW AND
 NM1930'BLUE TAXI REFLECTOR.
 NM1930
 NM1930                          STATION RECOVERY (2004)
 NM1930
 NM1930'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NM1930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1931 ***********************************************************************
 NM1931  DESIGNATION -  LEMAPORT AZ MK
 NM1931  PID         -  NM1931
 NM1931  STATE/COUNTY-  IA/PLYMOUTH
 NM1931  USGS QUAD   -  LE MARS (1985)
 NM1931
 NM1931                         *CURRENT SURVEY CONTROL
 NM1931  ___________________________________________________________________
 NM1931* NAD 83(1996)-  42 46 59.12167(N)    096 11 32.93853(W)     ADJUSTED  
 NM1931* NAVD 88     -       363.4    (meters)    1192.     (feet)  VERTCON   
 NM1931  ___________________________________________________________________
 NM1931  X           -    -505,754.374 (meters)                     COMP
 NM1931  Y           -  -4,661,243.845 (meters)                     COMP
 NM1931  Z           -   4,310,076.414 (meters)                     COMP
 NM1931  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 NM1931  ELLIP HEIGHT-         337.09  (meters)          (05/06/99) GPS OBS
 NM1931  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 NM1931
 NM1931  HORZ ORDER  -  THIRD
 NM1931  ELLP ORDER  -  FOURTH    CLASS I
 NM1931
 NM1931.This mark is at Lemars Municipal Airport (LRJ)
 NM1931
 NM1931.The horizontal coordinates were established by GPS observations
 NM1931.and adjusted by the National Geodetic Survey in May 1999..
 NM1931
 NM1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1931
 NM1931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1931
 NM1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1931
 NM1931.The ellipsoidal height was determined by GPS observations
 NM1931.and is referenced to NAD 83.
 NM1931
 NM1931.The geoid height was determined by GEOID03.
 NM1931
 NM1931;                    North         East     Units Scale Factor Converg.
 NM1931;SPC IA N     - 1,146,029.590 1,279,730.465   MT  0.99994739   -1 49 29.3
 NM1931;UTM  14      - 4,740,550.879   729,646.652   MT  1.00024886   +1 54 28.0
 NM1931
 NM1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1931!SPC IA N     -   0.99994714  x   0.99994739  =   0.99989453
 NM1931!UTM  14      -   0.99994714  x   1.00024886  =   1.00019598
 NM1931
 NM1931:                Primary Azimuth Mark                     Grid Az
 NM1931:SPC IA N     -  LEMAPORT                                 189 39 57.6
 NM1931:UTM  14      -  LEMAPORT                                 185 56 00.3
 NM1931
 NM1931|---------------------------------------------------------------------|
 NM1931| PID    Reference Object                     Distance      Geod. Az  |
 NM1931|                                                           dddmmss.s |
 NM1931| NM1930 LEMAPORT                            APPROX. 0.7 KM 1875028.3 |
 NM1931|---------------------------------------------------------------------|
 NM1931
 NM1931                          SUPERSEDED SURVEY CONTROL
 NM1931
 NM1931  NAD 83(1996)-  42 46 59.12170(N)    096 11 32.93850(W) AD(       ) 3
 NM1931  NAD 83(1996)-  42 46 59.12126(N)    096 11 32.93463(W) AD(       ) 3
 NM1931  NAD 83(1996)-  42 46 59.12123(N)    096 11 32.93429(W) AD(       ) 3
 NM1931  NAD 83(1986)-  42 46 59.12229(N)    096 11 32.93228(W) AD(       ) 3
 NM1931  NGVD 29 (07/09/90)  363.2    (m)         1192.     (f) GPS OBS        
 NM1931
 NM1931.Superseded values are not recommended for survey control.
 NM1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1931.See file dsdata.txt to determine how the superseded data were derived.
 NM1931
 NM1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN2964740551(NAD 83)
 NM1931_MARKER: I = METAL ROD
 NM1931_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1931_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NM1931_STAMPING: LEMAPORT AZ MK 1989
 NM1931_MARK LOGO: NGS   
 NM1931_PROJECTION: FLUSH
 NM1931_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1931+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NM1931_ROD/PIPE-DEPTH: 10.7 meters
 NM1931_SLEEVE-DEPTH  : 0.91 meters
 NM1931
 NM1931  HISTORY     - Date     Condition        Report By
 NM1931  HISTORY     - 1989     MONUMENTED       NGS
 NM1931
 NM1931                          STATION DESCRIPTION
 NM1931
 NM1931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1931'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHWEST OF LE MARS, AT
 NM1931'THE LE MARS MUNICIPAL AIRPORT AND ON THE SOUTH SIDE OF A TURN-AROUND
 NM1931'FOR RUNWAY 18.  OWNERSHIP--CITY OF LE MARS, LE MARS, IA 51031, PHONE
 NM1931'(712) 546-4724.  THE AIRPORT MANAGER IS EARL DRAAYER.
 NM1931'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75 AND STATE
 NM1931'HIGHWAY 3, ON THE WEST SIDE OF LE MARS, GO SOUTH ON US HIGHWAY 75 FOR
 NM1931'2.45 KM (1.50 MI) TO THE JUNCTION OF THE GRAVEL ENTRANCE ROAD TO THE
 NM1931'AIRPORT ON THE RIGHT.  TURN RIGHT, NORTHWEST, ON THE ENTRANCE ROAD FOR
 NM1931'0.2 KM (0.10 MI) TO THE ROADS END AT A HANGAR.  BEAR LEFT AROUND THE
 NM1931'SOUTH SIDE OF THE HANGAR, PASSING THROUGH A GATE, ONTO THE APRON AND
 NM1931'ENTRANCE RAMP FOR 0.2 KM (0.10 MI) TO THE JUNCTION OF THE RUNWAY. TURN
 NM1931'RIGHT ONTO THE RUNWAY AND GO 0.7 KM (0.45 MI) TO THE SOUTH SIDE OF A
 NM1931'TURN-AROUND FOR RUNWAY 18 AND THE STATION ON THE RIGHT.
 NM1931'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NM1931'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NM1931'SURROUNDED BY CONCRETE.  LOCATED 18.8 M (61.7 FT) EAST OF THE CENTER
 NM1931'OF THE RUNWAY, 18.3 M (60.0 FT) WEST-SOUTHWEST OF THE SOUTHEAST CORNER
 NM1931'OF THE TURN-AROUND, 3.2 M (10.5 FT) SOUTHEAST OF THE CURVED EDGE OF
 NM1931'THE TURN-AROUND AND A FIBERGLASS WITNESS POST.
 NM1931'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NM1931'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0583 ***********************************************************************
 NL0583  DESIGNATION -  LENHART
 NL0583  PID         -  NL0583
 NL0583  STATE/COUNTY-  IA/O BRIEN
 NL0583  USGS QUAD   -  SUTHERLAND EAST (1971)
 NL0583
 NL0583                         *CURRENT SURVEY CONTROL
 NL0583  ___________________________________________________________________
 NL0583* NAD 83(1996)-  42 58 57.15152(N)    095 27 04.84147(W)     ADJUSTED  
 NL0583* NAVD 88     -       434.8    (meters)    1427.     (feet)  VERTCON   
 NL0583  ___________________________________________________________________
 NL0583  LAPLACE CORR-          -6.56  (seconds)                    DEFLEC99
 NL0583  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 NL0583
 NL0583  HORZ ORDER  -  SECOND
 NL0583
 NL0583.The horizontal coordinates were established by classical geodetic methods
 NL0583.and adjusted by the National Geodetic Survey in May 1999..
 NL0583
 NL0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0583
 NL0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0583
 NL0583.The geoid height was determined by GEOID03.
 NL0583
 NL0583;                    North         East     Units Scale Factor Converg.
 NL0583;SPC IA N     - 1,166,514.582 1,340,860.840   MT  0.99996044   -1 19 21.0
 NL0583;UTM  15      - 4,761,792.011   300,133.972   MT  1.00009145   -1 40 18.5
 NL0583
 NL0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0583!SPC IA N     -   0.99993623  x   0.99996044  =   0.99989667
 NL0583!UTM  15      -   0.99993623  x   1.00009145  =   1.00002767
 NL0583
 NL0583|---------------------------------------------------------------------|
 NL0583| PID    Reference Object                     Distance      Geod. Az  |
 NL0583|                                                           dddmmss.s |
 NL0583| NL0582 LENHART RM 1                          8.369 METERS 06629     |
 NL0583| NL0671 SUTHERLAND MUN TANK                 APPROX. 4.6 KM 2542816.2 |
 NL0583| CO3934 LENHART AZ MK                                      2683625.2 |
 NL0583| CO3935 LENHART RM 2                         10.260 METERS 34646     |
 NL0583|---------------------------------------------------------------------|
 NL0583
 NL0583                          SUPERSEDED SURVEY CONTROL
 NL0583
 NL0583  NAD 83(1996)-  42 58 57.15152(N)    095 27 04.84148(W) AD(       ) 2
 NL0583  NAD 83(1986)-  42 58 57.15092(N)    095 27 04.83570(W) AD(       ) 2
 NL0583  NAD 27      -  42 58 57.24043(N)    095 27 03.82016(W) AD(       ) 2
 NL0583  NGVD 29 (07/19/86)  434.6    (m)         1426.     (f) VERT ANG       
 NL0583
 NL0583.Superseded values are not recommended for survey control.
 NL0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0583.See file dsdata.txt to determine how the superseded data were derived.
 NL0583
 NL0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH0013461792(NAD 83)
 NL0583_MARKER: DS = TRIANGULATION STATION DISK
 NL0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0583_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0583
 NL0583  HISTORY     - Date     Condition        Report By
 NL0583  HISTORY     - 1971     MONUMENTED       NGS
 NL0583
 NL0583                          STATION DESCRIPTION
 NL0583
 NL0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0583'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF ROYAL,
 NL0583'7 MILES NORTHWEST OF PETERSON, 3 MILES EAST-NORTHEAST OF
 NL0583'SUTHERLAND AND ON COUNTY ROAD RIGHT-OF-WAY PROPERTY.  SE
 NL0583'1/4 OF SEC., 4, R 39 W, T 94 N.
 NL0583'
 NL0583'TO REACH THE STATION FROM THE POST OFFICE IN SUTHERLAND GO
 NL0583'EASTERLY ON A PAVED ROAD FOR 0.65 MILE TO A CROSSROAD.  TURN
 NL0583'LEFT AND GO NORTH ON COUNTY ROAD M 12 FOR 0.5 MILE TO A SIDE
 NL0583'ROAD RIGHT.  TURN RIGHT AND GO EAST ON COUNTY ROAD B 53 FOR
 NL0583'1.3 MILES TO A FIELD ENTRANCE ROAD AND THE AZIMUTH MARK ON
 NL0583'THE RIGHT.  CONTINUE EAST ON THE ROAD FOR 0.4 MILE TO A
 NL0583'DRIVEWAY AND THE STATION ON THE LEFT.
 NL0583'
 NL0583'THE STATION MARKS ARE STANDARD DISKS STAMPED LENHART 1971.
 NL0583'THE SURFACE DISK IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NL0583'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 92 FEET
 NL0583'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 25 FEET SOUTHWEST
 NL0583'OF A METAL WITNESS POST, 22 FEET NORTH OF THE CENTER OF
 NL0583'COUNTY ROAD B 53 AND 22 FEET EAST OF THE CENTER OF A DRIVEWAY.
 NL0583'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 NL0583'42 INCHES BELOW THE GROUND SURFACE.
 NL0583'
 NL0583'REFERENCE MARK 1, A STANDARD DISK STAMPED LENHART NO 1 1971,
 NL0583'IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NL0583'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET NORTH
 NL0583'OF THE CENTER OF THE ROAD, 3.7 FEET EAST OF THE METAL WITNESS
 NL0583'POST AND 1.3 FEET SOUTH OF A WIRE FENCE.
 NL0583'
 NL0583'REFERENCE MARK 2, A STANDARD DISK STAMPED LENHART NO 2 1971,
 NL0583'IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 NL0583'IS FLUSH WITH THE GROUND SURFACE.  IT IS 61 FEET EAST-SOUTHEAST
 NL0583'OF THE SOUTHEAST CORNER OF THE HOUSE, 17 FEET WEST OF A WIRE
 NL0583'FENCE AND 12 FEET EAST OF THE CENTER OF THE DRIVEWAY.
 NL0583'
 NL0583'THE AZIMUTH MARK, A STANDARD DISK STAMPED LENHART 1971, IS
 NL0583'SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 NL0583'PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 44 FEET
 NL0583'SOUTH OF THE CENTER OF THE ROAD, 12 FEET WEST OF THE CENTER OF
 NL0583'A FIELD ENTRANCE ROAD, 1.7 FEET EAST-NORTHEAST OF A METAL
 NL0583'WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0582 ***********************************************************************
 NL0582  DESIGNATION -  LENHART RM 1
 NL0582  PID         -  NL0582
 NL0582  STATE/COUNTY-  IA/O BRIEN
 NL0582  USGS QUAD   -  SUTHERLAND EAST (1971)
 NL0582
 NL0582                         *CURRENT SURVEY CONTROL
 NL0582  ___________________________________________________________________
 NL0582* NAD 83(1996)-  42 58 57.25972(N)    095 27 04.50276(W)     ADJUSTED  
 NL0582* NAVD 88     -       434.9    (meters)    1427.     (feet)  VERTCON   
 NL0582  ___________________________________________________________________
 NL0582  LAPLACE CORR-          -6.56  (seconds)                    DEFLEC99
 NL0582  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 NL0582
 NL0582  HORZ ORDER  -  SECOND
 NL0582
 NL0582.The horizontal coordinates were established by classical geodetic methods
 NL0582.and adjusted by the National Geodetic Survey in May 1999..
 NL0582
 NL0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0582
 NL0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0582
 NL0582.The geoid height was determined by GEOID03.
 NL0582
 NL0582;                    North         East     Units Scale Factor Converg.
 NL0582;SPC IA N     - 1,166,517.743 1,340,868.589   MT  0.99996044   -1 19 20.8
 NL0582;UTM  15      - 4,761,795.125   300,141.741   MT  1.00009141   -1 40 18.3
 NL0582
 NL0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0582!SPC IA N     -   0.99993621  x   0.99996044  =   0.99989665
 NL0582!UTM  15      -   0.99993621  x   1.00009141  =   1.00002761
 NL0582
 NL0582:                Primary Azimuth Mark                     Grid Az
 NL0582:SPC IA N     -  PETER                                    110 22 04.8
 NL0582:UTM  15      -  PETER                                    110 43 02.3
 NL0582
 NL0582|---------------------------------------------------------------------|
 NL0582| PID    Reference Object                     Distance      Geod. Az  |
 NL0582|                                                           dddmmss.s |
 NL0582| NL0580 PETER                               APPROX. 9.8 KM 1090244.0 |
 NL0582| NL0583 LENHART                               8.369 METERS 24629     |
 NL0582|---------------------------------------------------------------------|
 NL0582
 NL0582                          SUPERSEDED SURVEY CONTROL
 NL0582
 NL0582  NAD 83(1996)-  42 58 57.25972(N)    095 27 04.50277(W) AD(       ) 2
 NL0582  NAD 83(1986)-  42 58 57.25914(N)    095 27 04.49692(W) AD(       ) 2
 NL0582  NAD 27      -  42 58 57.34865(N)    095 27 03.48138(W) AD(       ) 2
 NL0582  NGVD 29 (07/19/86)  434.7    (m)         1426.     (f) VERT ANG       
 NL0582
 NL0582.Superseded values are not recommended for survey control.
 NL0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0582.See file dsdata.txt to determine how the superseded data were derived.
 NL0582
 NL0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH0014261795(NAD 83)
 NL0582_MARKER: DR = REFERENCE MARK DISK
 NL0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0582+STABILITY: SURFACE MOTION
 NL0582
 NL0582  HISTORY     - Date     Condition        Report By
 NL0582  HISTORY     - 1971     MONUMENTED       NGS
 NL0582
 NL0582                          STATION DESCRIPTION
 NL0582
 NL0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0582'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF ROYAL,
 NL0582'7 MILES NORTHWEST OF PETERSON, 3 MILES EAST-NORTHEST OF
 NL0582'SUTHERLAND AND ON COUNTY ROAD RIGHT-OF-WAY PROPERTY.  SE 1/4
 NL0582'OF SEC., 4, R 39 W, T 94 N.
 NL0582'
 NL0582'TO REACH THE STATION FROM THE POST OFFICE IN SUTHERLAND
 NL0582'GO EASTERLY ON A PAVED ROAD FOR 0.65 MILE TO A CROSSROAD.
 NL0582'TURN LEFT AND GO NORTH ON COUNTY ROAD M 12 FOR 0.5 MILE
 NL0582'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON COUNTY ROAD
 NL0582'B 53 FOR 1.7 MILES TO A DRIVEWAY AND THE MARK ON THE LEFT.
 NL0582'
 NL0582'THE STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED LENHART
 NL0582'NO 1 1971, IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NL0582'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 32
 NL0582'FEET NORTH OF THE CENTER OF THE ROAD, 3.7 FEET EAST OF A
 NL0582'METAL WITNESS POST AND 1.3 FEET SOUTH OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1295 ***********************************************************************
 LF1295  DESIGNATION -  LENOX MUNICIPAL TANK
 LF1295  PID         -  LF1295
 LF1295  STATE/COUNTY-  IA/TAYLOR
 LF1295  USGS QUAD   -  LENOX (1980)
 LF1295
 LF1295                         *CURRENT SURVEY CONTROL
 LF1295  ___________________________________________________________________
 LF1295* NAD 83(1996)-  40 52 48.55291(N)    094 33 31.49583(W)     ADJUSTED  
 LF1295* NAVD 88     -                                                        
 LF1295  ___________________________________________________________________
 LF1295  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 LF1295  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 LF1295
 LF1295  HORZ ORDER  -  THIRD
 LF1295
 LF1295.The horizontal coordinates were established by classical geodetic methods
 LF1295.and adjusted by the National Geodetic Survey in May 1999..
 LF1295
 LF1295
 LF1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1295
 LF1295.The geoid height was determined by GEOID03.
 LF1295
 LF1295;                    North         East     Units Scale Factor Converg.
 LF1295;SPC IA S     -    98,282.517   410,766.235   MT  0.99996395   -0 41 50.6
 LF1295;UTM  15      - 4,526,622.476   368,667.313   MT  0.99981229   -1 01 13.1
 LF1295
 LF1295                          SUPERSEDED SURVEY CONTROL
 LF1295
 LF1295  NAD 83(1986)-  40 52 48.55268(N)    094 33 31.52766(W) AD(       ) 4
 LF1295  NAD 27      -  40 52 48.59700(N)    094 33 30.65400(W) AD(       ) 3
 LF1295
 LF1295.Superseded values are not recommended for survey control.
 LF1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1295.See file dsdata.txt to determine how the superseded data were derived.
 LF1295
 LF1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF6866726622(NAD 83)
 LF1295_MARKER: 53 = ELEVATED TANK
 LF1295
 LF1295  HISTORY     - Date     Condition        Report By
 LF1295  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1295  HISTORY     - 1958     GOOD             CGS
 LF1295
 LF1295                          STATION DESCRIPTION
 LF1295
 LF1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1295'THIS STATION IS THE CENTER OF THE MUNICIPAL WATER TANK OF LENOX.
 LF1295'IT IS NEAR THE MIDDLE OF THE W SIDE OF SECTION 8, T 70 N, R 32 W.
 LF1295'IT IS ON THE E SIDE OF MAIN STREET, ABOUT 25 YARDS S OF ILLINOIS
 LF1295'STREET, 25 FEET N OF POWER PLANT.
 LF1295'
 LF1295'THE TANK IS 125 FEET HIGH, HAS A CONICAL TOP, VERTICAL SIDES,
 LF1295'OVAL BOTTOM.  HAS A CAT WALK SURROUNDING TANK AT THE BASE OF THE
 LF1295'VERTICAL SIDES.  IT IS SUPPORTED BY FOUR STEEL LEGS.  AT THE
 LF1295'APEX IS A BALL, ABOVE WHICH IS A LIGHT.  THE TANK IS BLACK WITH
 LF1295'A SLATE COLORED TOP.  IT WAS ERECTED IN 1913.
 LF1295
 LF1295                          STATION RECOVERY (1958)
 LF1295
 LF1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LF1295'THE STATION WAS CHECKED AND FOUND TO BE STILL THERE, NO
 LF1295'DESCRIPTION WAS FOUND AND THE STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0589 ***********************************************************************
 LE0589  DESIGNATION -  LEON WATER TANK
 LE0589  PID         -  LE0589
 LE0589  STATE/COUNTY-  IA/DECATUR
 LE0589  USGS QUAD   -  LEON (1964)
 LE0589
 LE0589                         *CURRENT SURVEY CONTROL
 LE0589  ___________________________________________________________________
 LE0589* NAD 83(1996)-  40 44 24.02606(N)    093 44 51.57835(W)     ADJUSTED  
 LE0589* NAVD 88     -                                                        
 LE0589  ___________________________________________________________________
 LE0589  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 LE0589  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 LE0589
 LE0589  HORZ ORDER  -  THIRD
 LE0589
 LE0589.The horizontal coordinates were established by classical geodetic methods
 LE0589.and adjusted by the National Geodetic Survey in May 1999..
 LE0589
 LE0589
 LE0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0589
 LE0589.The geoid height was determined by GEOID03.
 LE0589
 LE0589;                    North         East     Units Scale Factor Converg.
 LE0589;SPC IA S     -    82,206.372   479,081.798   MT  0.99998052   -0 09 47.3
 LE0589;UTM  15      - 4,510,164.858   436,873.891   MT  0.99964905   -0 29 16.7
 LE0589
 LE0589                          SUPERSEDED SURVEY CONTROL
 LE0589
 LE0589  NAD 83(1986)-  40 44 24.02112(N)    093 44 51.58637(W) AD(       ) 4
 LE0589  NAD 27      -  40 44 23.99200(N)    093 44 50.76900(W) AD(       ) 3
 LE0589
 LE0589.Superseded values are not recommended for survey control.
 LE0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0589.See file dsdata.txt to determine how the superseded data were derived.
 LE0589
 LE0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF3687410165(NAD 83)
 LE0589_MARKER: 51 = TANK
 LE0589
 LE0589  HISTORY     - Date     Condition        Report By
 LE0589  HISTORY     - 1928     FIRST OBSERVED   CGS
 LE0589  HISTORY     - 20051026 GOOD             GEOCAC
 LE0589
 LE0589                          STATION DESCRIPTION
 LE0589
 LE0589'DESCRIBED BY GEOCACHING 2005 (RCF)
 LE0589'IN LEON, NORTHEAST OF THE INTERSECTION OF WEST FIRST STREET AND
 LE0589'NORTHWEST CHURCH STREET.  AN ELEVATED WATER TANK SUPPORTED BY 4 TRUSS
 LE0589'LEGS, ROUND BOTTOM AND A CONICAL ROOF.  THE LEGS AND TANK BOTTOM ARE
 LE0589'PAINTED SILVER, THE TANK IS PAINTED BLUE WITH THE LEON CARDINALS IN
 LE0589'WHITE ON THE SOUTHWEST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0632 ***********************************************************************
 OQ0632  DESIGNATION -  LESTER
 OQ0632  PID         -  OQ0632
 OQ0632  STATE/COUNTY-  IA/LYON
 OQ0632  USGS QUAD   -  LARCHWOOD (1971)
 OQ0632
 OQ0632                         *CURRENT SURVEY CONTROL
 OQ0632  ___________________________________________________________________
 OQ0632* NAD 83(1996)-  43 25 58.45047(N)    096 22 58.99128(W)     ADJUSTED  
 OQ0632* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 OQ0632  ___________________________________________________________________
 OQ0632  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 OQ0632  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 OQ0632
 OQ0632  HORZ ORDER  -  THIRD
 OQ0632
 OQ0632.The horizontal coordinates were established by classical geodetic methods
 OQ0632.and adjusted by the National Geodetic Survey in May 1999..
 OQ0632
 OQ0632.The orthometric height was scaled from a topographic map.
 OQ0632
 OQ0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0632
 OQ0632.The geoid height was determined by GEOID03.
 OQ0632
 OQ0632;                    North         East     Units Scale Factor Converg.
 OQ0632;SPC IA N     - 1,218,691.227 1,266,607.359   MT  1.00003461   -1 57 14.3
 OQ0632;SPC MN S     -   150,915.086   607,062.418   MT  1.00009432   -1 40 13.3
 OQ0632;UTM  14      - 4,812,216.405   711,803.588   MT  1.00015185   +1 47 59.4
 OQ0632
 OQ0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0632!SPC IA N     -   0.99993355  x   1.00003461  =   0.99996816
 OQ0632!SPC MN S     -   0.99993355  x   1.00009432  =   1.00002787
 OQ0632!UTM  14      -   0.99993355  x   1.00015185  =   1.00008539
 OQ0632
 OQ0632|---------------------------------------------------------------------|
 OQ0632| PID    Reference Object                     Distance      Geod. Az  |
 OQ0632|                                                           dddmmss.s |
 OQ0632| CO3946 LESTER RM 1                          29.348 METERS 09645     |
 OQ0632| CO3947 LESTER RM 2                          27.795 METERS 26243     |
 OQ0632| CO3945 LESTER AZ MK                                       2724042.8 |
 OQ0632|---------------------------------------------------------------------|
 OQ0632
 OQ0632                          SUPERSEDED SURVEY CONTROL
 OQ0632
 OQ0632  NAD 83(1996)-  43 25 58.45047(N)    096 22 58.99128(W) AD(       ) 3
 OQ0632  NAD 83(1996)-  43 25 58.45031(N)    096 22 58.99135(W) AD(       ) 3
 OQ0632  NAD 83(1996)-  43 25 58.45136(N)    096 22 58.98922(W) AD(       ) 3
 OQ0632  NAD 83(1986)-  43 25 58.45065(N)    096 22 58.97405(W) AD(       ) 3
 OQ0632  NAD 27      -  43 25 58.53700(N)    096 22 57.83200(W) AD(       ) 3
 OQ0632
 OQ0632.Superseded values are not recommended for survey control.
 OQ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0632.See file dsdata.txt to determine how the superseded data were derived.
 OQ0632
 OQ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1180412216(NAD 83)
 OQ0632_MARKER: DS = TRIANGULATION STATION DISK
 OQ0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0632
 OQ0632  HISTORY     - Date     Condition        Report By
 OQ0632  HISTORY     - 1949     MONUMENTED       CGS
 OQ0632  HISTORY     - 20020531 MARK NOT FOUND   USPSQD
 OQ0632
 OQ0632                          STATION DESCRIPTION
 OQ0632
 OQ0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0632'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF LARCHWOOD
 OQ0632'AND 2-1/2 MILES WEST OF LESTER ON RIGHT OF WAY OF STATE
 OQ0632'HIGHWAY 9.  STATION IS 48 FEET SOUTH OF THE CENTERLINE OF
 OQ0632'HIGHWAY AND 13 FEET NORTH OF FENCE.  THE MARK IS FLUSH WITH
 OQ0632'THE GROUND AND THE DISK IS STAMPED LESTER 1949.
 OQ0632'
 OQ0632'REFERENCE MARK NO. 1 IS 59 FEET SOUTH OF THE CENTERLINE OF
 OQ0632'HIGHWAY AND 1 FOOT NORT OF FENCE.  THE MARK PROJECTS ABOUT
 OQ0632'1 INCH AND THE DISK IS STAMPED LESTER NO 1 1949.
 OQ0632'
 OQ0632'REFERENCE MARK NO. 2 IS 59 FEET SOUTH OF THE CENTERLINE OF
 OQ0632'HIGHWAY AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS ABOUT
 OQ0632'1 INCH AND THE DISK IS STAMPED LESTER NO 2 1949.
 OQ0632'
 OQ0632'AZIMUTH MARK IS 61 FEET NORTH OF THE CENTERLINE OF HIGHWAY,
 OQ0632'1.5 FEET EAST OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.
 OQ0632'THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 OQ0632'LESTER 1949.
 OQ0632'
 OQ0632'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 9 AND ROAD
 OQ0632'LEADING NORTH INTO LESTER AT THE SOUTH EDGE OF VILLAGE GO
 OQ0632'WEST ON STATE HIGHWAY 9 FOR 2.5 MILES TO STATION ON LEFT OR
 OQ0632'SOUTH SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE WEST FOR 0.45
 OQ0632'MILE TO AZIMUTH MARK ON RIGHT OR NORTH SIDE OF HIGHWAY AS
 OQ0632'DESCRIBED.
 OQ0632'
 OQ0632'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OQ0632
 OQ0632                          STATION RECOVERY (2002)
 OQ0632
 OQ0632'RECOVERY NOTE BY US POWER SQUADRON 2002 (MJP)
 OQ0632'LESTER RM 1 NOT FOUND, LESTER RM 2 NOT FOUND, LESTER AZ MARK NOT FOUND
 OQ0632' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0621 ***********************************************************************
 OQ0621  DESIGNATION -  LESTER MUNICIPAL TANK
 OQ0621  PID         -  OQ0621
 OQ0621  STATE/COUNTY-  IA/LYON
 OQ0621  USGS QUAD   -  LESTER (1971)
 OQ0621
 OQ0621                         *CURRENT SURVEY CONTROL
 OQ0621  ___________________________________________________________________
 OQ0621* NAD 83(1996)-  43 26 22.76738(N)    096 20 02.87149(W)     ADJUSTED  
 OQ0621* NAVD 88     -                                                        
 OQ0621  ___________________________________________________________________
 OQ0621  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 OQ0621  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 OQ0621
 OQ0621  HORZ ORDER  -  THIRD
 OQ0621
 OQ0621.The horizontal coordinates were established by classical geodetic methods
 OQ0621.and adjusted by the National Geodetic Survey in May 1999..
 OQ0621
 OQ0621
 OQ0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0621
 OQ0621.The geoid height was determined by GEOID03.
 OQ0621
 OQ0621;                    North         East     Units Scale Factor Converg.
 OQ0621;SPC IA N     - 1,219,307.369 1,270,591.427   MT  1.00003620   -1 55 14.9
 OQ0621;SPC MN S     -   151,551.019   611,043.612   MT  1.00009215   -1 38 09.8
 OQ0621;UTM  14      - 4,813,092.197   715,739.263   MT  1.00017255   +1 50 01.4
 OQ0621
 OQ0621                          SUPERSEDED SURVEY CONTROL
 OQ0621
 OQ0621  NAD 83(1996)-  43 26 22.76739(N)    096 20 02.87149(W) AD(       ) 4
 OQ0621  NAD 83(1996)-  43 26 22.76729(N)    096 20 02.87210(W) AD(       ) 4
 OQ0621  NAD 83(1996)-  43 26 22.77057(N)    096 20 02.87292(W) AD(       ) 4
 OQ0621  NAD 83(1986)-  43 26 22.76423(N)    096 20 02.85018(W) AD(       ) 4
 OQ0621  NAD 27      -  43 26 22.83000(N)    096 20 01.70000(W) AD(       ) 3
 OQ0621
 OQ0621.Superseded values are not recommended for survey control.
 OQ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0621.See file dsdata.txt to determine how the superseded data were derived.
 OQ0621
 OQ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1573913092(NAD 83)
 OQ0621_MARKER: 53 = ELEVATED TANK
 OQ0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0621+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2002
 OQ0621
 OQ0621  HISTORY     - Date     Condition        Report By
 OQ0621  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0621  HISTORY     - 20020531 GOOD             USPSQD
 OQ0621
 OQ0621                          STATION DESCRIPTION
 OQ0621
 OQ0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0621'STATION IS LOCATED IN THE NORTH PART OF LESTER ABOUT 1/2 BLOCK
 OQ0621'WEST OF A BRICK SCHOOLHOUSE.  STATION IS OF STEEL CONSTRUCTION
 OQ0621'WITH FOUR STEEL LEGS ABOUT 25 FEET SQUARE AT BASE AND 75 FEET
 OQ0621'HIGH.  STATION IS PAINTED SILVER WITH THE LETTERS LESTER ON
 OQ0621'TANK.
 OQ0621'
 OQ0621'THE POINT INTERSECTED WAS THE BALL FINIAL.
 OQ0621'
 OQ0621'TO REACH FROM THE POST OFFICE IN LESTER GO WEST 1/2 BLOCK,
 OQ0621'TURN RIGHT AND GO NORTH 2 BLOCKS TO STATION.
 OQ0621
 OQ0621                          STATION RECOVERY (2002)
 OQ0621
 OQ0621'RECOVERY NOTE BY US POWER SQUADRON 2002 (MJP)
 OQ0621'TANK IS PAINTED BLUE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0811 ***********************************************************************
 MG0811  DESIGNATION -  LETTS
 MG0811  PID         -  MG0811
 MG0811  STATE/COUNTY-  IA/MUSCATINE
 MG0811  USGS QUAD   -  COLUMBUS JUNCTION (1970)
 MG0811
 MG0811                         *CURRENT SURVEY CONTROL
 MG0811  ___________________________________________________________________
 MG0811* NAD 83(1996)-  41 20 33.76999(N)    091 15 57.77983(W)     ADJUSTED  
 MG0811* NAVD 88     -       216.7    (meters)     711.     (feet)  VERTCON   
 MG0811  ___________________________________________________________________
 MG0811  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 MG0811  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MG0811
 MG0811  HORZ ORDER  -  SECOND
 MG0811
 MG0811.The horizontal coordinates were established by classical geodetic methods
 MG0811.and adjusted by the National Geodetic Survey in May 1999..
 MG0811
 MG0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0811
 MG0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0811
 MG0811.The geoid height was determined by GEOID03.
 MG0811
 MG0811;                    North         East     Units Scale Factor Converg.
 MG0811;SPC IA S     -   151,507.891   686,947.240   MT  0.99995142   +1 28 17.4
 MG0811;UTM  15      - 4,578,252.977   645,072.750   MT  0.99985901   +1 08 44.1
 MG0811
 MG0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0811!SPC IA S     -   0.99997116  x   0.99995142  =   0.99992258
 MG0811!UTM  15      -   0.99997116  x   0.99985901  =   0.99983017
 MG0811
 MG0811|---------------------------------------------------------------------|
 MG0811| PID    Reference Object                     Distance      Geod. Az  |
 MG0811|                                                           dddmmss.s |
 MG0811| CL9730 LETTS RM 1                           26.548 METERS 00223     |
 MG0811| MG0810 CONCORD                             APPROX. 5.8 KM 1700157.6 |
 MG0811| CL9731 LETTS RM 2                           23.021 METERS 26942     |
 MG0811|---------------------------------------------------------------------|
 MG0811
 MG0811                          SUPERSEDED SURVEY CONTROL
 MG0811
 MG0811  NAD 83(1986)-  41 20 33.76667(N)    091 15 57.78606(W) AD(       ) 2
 MG0811  NAD 27      -  41 20 33.67223(N)    091 15 57.23298(W) AD(       ) 2
 MG0811  NGVD 29 (07/19/86)  216.8    (m)          711.     (f) VERT ANG       
 MG0811
 MG0811.Superseded values are not recommended for survey control.
 MG0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0811.See file dsdata.txt to determine how the superseded data were derived.
 MG0811
 MG0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4507378253(NAD 83)
 MG0811_MARKER: DD = SURVEY DISK
 MG0811_SETTING: 0 = UNSPECIFIED SETTING
 MG0811
 MG0811  HISTORY     - Date     Condition        Report By
 MG0811  HISTORY     - 1968     MONUMENTED       USGS
 MG0811  HISTORY     - 19980716 GOOD             USPSQD
 MG0811  HISTORY     - 19980819 GOOD             USPSQD
 MG0811
 MG0811                          STATION DESCRIPTION
 MG0811
 MG0811'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0811'THE STATION IS LOCATED 1.0 MI N. AND 1.5 MI W. OF LETTS, 5.0 MI
 MG0811'E. AND 4.5 MI N. OF COLUMBUS JUNCTION, NEAR THE CENTER OF SEC. 36,
 MG0811'T. 76 N., R. 4 W., IN THE RIGHT-OF-WAY OF AN E.-W. GRAVEL RD.
 MG0811'
 MG0811'TO REACH THE STATION FROM THE POST OFFICE AT COLUMBUS JUNCTION,
 MG0811'DRIVE ONE BLOCK S. ON STATE HWY. 76 TO JCT. WITH STATE HWY. 92,
 MG0811'TURN LEFT AND DRIVE E. ON HWY. 92 FOR 4.25 MI TO CROSSING OF A
 MG0811'GRAVEL RD., TURN LEFT ONTO GRAVEL RD. AND DRIVE N. FOR 1.05 MI TO
 MG0811'A T-RD. S., TURN RIGHT AND DRIVE E. FOR 0.2 MI TO A T-RD. N.,
 MG0811'TURN LEFT AND DRIVE N. FOR 1.0 MI TO A T-RD S, TURN RIGHT AND
 MG0811'DRIVE E. FOR 0.3 MI TO A T-RD. N., TURN LEFT AND DRIVE N. FOR
 MG0811'2.5 MI TO A T-RD. E., TURN RIGHT AND DRIVE E. FOR 0.4 MI TO
 MG0811'STATION ON THE RIGHT.
 MG0811'
 MG0811'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED LETTS
 MG0811'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 MG0811'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MG0811'
 MG0811'STATION IS 647 FT E. OF CENTER OF E.-W. GRAVEL RD. AT FENCE N.,
 MG0811'42 FT S. OF CENTER OF THE GRAVEL RD., 29 FT E. OF A POWER LINE
 MG0811'POLE AND 2 FT N. OF RIGHT-OF-WAY FENCE AND METAL WITNESS POST.
 MG0811'
 MG0811'REFERENCE MARK NO. 1 IS 87.10 FT (26.548 M.) N. OF STATION, 44
 MG0811'FT N. OF CENTER OF E.-W. GRAVEL RD. AND 1 FT S. OF RIGHT-OF-WAY
 MG0811'FENCE AND A METAL WITNESS POST.
 MG0811'
 MG0811'REFERENCE MARK NO. 2 IS 75.53 FT (23.021 M.) W. OF STATION, 44
 MG0811'FT S. OF CENTER OF E.-W. RD., 46 FT W. OF A POWER LINE POLE AND
 MG0811'1 FT N. OF RIGHT-OF-WAY FENCE AND METAL WITNESS POST.
 MG0811'
 MG0811'STANDARD BRACED TRIPOD USED.
 MG0811
 MG0811                          STATION RECOVERY (1998)
 MG0811
 MG0811'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0811'RECOVERED IN GOOD CONDITION.
 MG0811
 MG0811                          STATION RECOVERY (1998)
 MG0811
 MG0811'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0600 ***********************************************************************
 MJ0600  DESIGNATION -  LEWIS
 MJ0600  PID         -  MJ0600
 MJ0600  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0600  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0600
 MJ0600                         *CURRENT SURVEY CONTROL
 MJ0600  ___________________________________________________________________
 MJ0600* NAD 83(1996)-  41 11 47.14373(N)    095 49 06.20694(W)     ADJUSTED  
 MJ0600* NAVD 88     -       295.718  (meters)     970.20   (feet)  ADJUSTED  
 MJ0600  ___________________________________________________________________
 MJ0600  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 MJ0600  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MJ0600  DYNAMIC HT  -         295.598 (meters)     969.81  (feet)  COMP
 MJ0600  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 MJ0600
 MJ0600  HORZ ORDER  -  SECOND
 MJ0600  VERT ORDER  -  FIRST     CLASS II
 MJ0600
 MJ0600.The horizontal coordinates were established by classical geodetic methods
 MJ0600.and adjusted by the National Geodetic Survey in May 1999..
 MJ0600
 MJ0600.The orthometric height was determined by differential leveling
 MJ0600.and adjusted by the National Geodetic Survey in June 1991..
 MJ0600.WARNING-Repeat measurements at this control monument indicate possible
 MJ0600.vertical movement.
 MJ0600
 MJ0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0600
 MJ0600.The geoid height was determined by GEOID03.
 MJ0600
 MJ0600.The dynamic height is computed by dividing the NAVD 88
 MJ0600.geopotential number by the normal gravity value computed on the
 MJ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0600.degrees latitude (g = 980.6199 gals.).
 MJ0600
 MJ0600.The modeled gravity was interpolated from observed gravity values.
 MJ0600
 MJ0600;                    North         East     Units Scale Factor Converg.
 MJ0600;SPC IA S     -   135,453.105   305,555.065   MT  0.99994837   -1 31 37.7
 MJ0600;SPC NE       -   159,816.841   850,522.536   MT  0.99967310   +2 46 16.1
 MJ0600;UTM  15      - 4,564,393.095   263,661.323   MT  1.00028749   -1 51 25.8
 MJ0600
 MJ0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0600!SPC IA S     -   0.99995792  x   0.99994837  =   0.99990629
 MJ0600!SPC NE       -   0.99995792  x   0.99967310  =   0.99963103
 MJ0600!UTM  15      -   0.99995792  x   1.00028749  =   1.00024540
 MJ0600
 MJ0600|---------------------------------------------------------------------|
 MJ0600| PID    Reference Object                     Distance      Geod. Az  |
 MJ0600|                                                           dddmmss.s |
 MJ0600| MJ0601 LEWIS RM 1                           20.522 METERS 16222     |
 MJ0600| MJ1222 RADIO STA KFMX KSWI RAD MAST        APPROX. 7.5 KM 2793935.7 |
 MJ0600| MJ1224 RADIO STA KOIL TRANS TR C OF 3      APPROX. 5.7 KM 2922501.9 |
 MJ0600| MJ1254 COUNCIL BLUFFS ST FRANCIS CH        APPROX. 7.3 KM 3363551.5 |
 MJ0600| CL7295 LEWIS RM 3                           12.765 METERS 34029     |
 MJ0600| MJ0602 LEWIS RM 2                           19.507 METERS 34812     |
 MJ0600| MJ1211 LEWIS AZ MK 2                       APPROX. 0.7 KM 3590804.3 |
 MJ0600| MJ0603 LEWIS AZ MK                                        3591805.7 |
 MJ0600|---------------------------------------------------------------------|
 MJ0600
 MJ0600                          SUPERSEDED SURVEY CONTROL
 MJ0600
 MJ0600  NAD 83(1996)-  41 11 47.14373(N)    095 49 06.20690(W) AD(       ) 2
 MJ0600  NAD 83(1986)-  41 11 47.15295(N)    095 49 06.20650(W) AD(       ) 2
 MJ0600  NAD 27      -  41 11 47.15400(N)    095 49 05.16900(W) AD(       ) 2
 MJ0600  NGVD 29 (??/??/92)  295.763  (m)          970.35   (f) ADJ UNCH    1 2
 MJ0600
 MJ0600.Superseded values are not recommended for survey control.
 MJ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0600.See file dsdata.txt to determine how the superseded data were derived.
 MJ0600
 MJ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6366164393(NAD 83)
 MJ0600_MARKER: DS = TRIANGULATION STATION DISK
 MJ0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0600_SP_SET: CONCRETE POST
 MJ0600_STAMPING: LEWIS 1947
 MJ0600_MARK LOGO: CGS   
 MJ0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0600+STABILITY: SURFACE MOTION
 MJ0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0600+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 MJ0600
 MJ0600  HISTORY     - Date     Condition        Report By
 MJ0600  HISTORY     - 1947     MONUMENTED       CGS
 MJ0600  HISTORY     - 1948     GOOD             NGS
 MJ0600  HISTORY     - 1953     GOOD             CGS
 MJ0600  HISTORY     - 1961     GOOD             CGS
 MJ0600  HISTORY     - 1974     GOOD             NGS
 MJ0600  HISTORY     - 1975     GOOD             NGS
 MJ0600  HISTORY     - 1977     GOOD             NGS
 MJ0600  HISTORY     - 19890812 GOOD             NGS
 MJ0600  HISTORY     - 20031105 GOOD             JCLS
 MJ0600  HISTORY     - 20051031 GOOD             JCLS
 MJ0600
 MJ0600                          STATION DESCRIPTION
 MJ0600
 MJ0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ0600'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF THE
 MJ0600'CENTER OF COUNCIL BLUFFS ON THE RIGHT-OF-WAY OF COUNTY ROUTE
 MJ0600'G.  IT IS 83 FEET WEST OF THE CENTERLINE OF COUNTY ROUTE G,
 MJ0600'78 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME
 MJ0600'HOUSE, 13 FEET EAST OF A FENCE LINE, AND 13.7 FEET EAST-SOUTHEAST
 MJ0600'OF A WHITE WITNESS POST.  THE DISK IS STAMPED LEWIS 1947 AND
 MJ0600'PROJECTS 4 INCHES.
 MJ0600'
 MJ0600'REFERENCE MARK NO. 1 IS 67.33 FEET SOUTH OF THE STATION, 35
 MJ0600'FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE AND 1 FOOT EAST
 MJ0600'OF THE FENCE LINE.  THE DISK IS STAMPED LEWIS NO 1 1947 AND
 MJ0600'PROJECTS 4 INCHES.
 MJ0600'
 MJ0600'REFERENCE MARK NO. 2 IS 64.00 FEET NORTH OF THE STATION, 74
 MJ0600'FEET WEST OF THE CENTER LINE OF COUNTY ROUTE C AND 1 FOOT
 MJ0600'EAST OF THE FENCE LINE.  THE DISK IS STAMPED LEWIS NO 2 1947
 MJ0600'AND PROJECTS 2 INCHES.
 MJ0600'
 MJ0600'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTH OF THE STATION,
 MJ0600'40 YARDS SOUTH OF A RAIL ROAD CROSSING, 30 FEET WEST OF THE
 MJ0600'CENTER LINE OF COUNTY ROUTE G, 2.7 FEET SOUTH OF A WITNESS
 MJ0600'POST AND A TELEPHONE POLE AND 1 FOOT EAST OF A FENCE.  THE DISK
 MJ0600'IS STAMPED LEWIS 1947 AND PROJECTS 4 INCHES.
 MJ0600'
 MJ0600'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 275 AND
 MJ0600'STATE ROUTE 375, SOUTHEAST OF COUNCIL BLUFFS, GO WEST ON
 MJ0600'U.S. 275 TOWARD THE SOUTH OMAHA BRIDGE FOR 0.25 MILE TO A
 MJ0600'T-ROAD LEFT JUST AFTER CROSSING VIADUCT, TURN LEFT ON GRAVEL
 MJ0600'ROAD COUNTY ROUTE G AND GO 1.05 MILE TO RAILROAD CROSSING,
 MJ0600'AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE STRAIGHT AHEAD
 MJ0600'FOR 0.05 MILE TO STATION ON RIGHT AS DESCRIBED.
 MJ0600'
 MJ0600'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MJ0600
 MJ0600                          STATION RECOVERY (1948)
 MJ0600
 MJ0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0600'4.4 MI S FROM COUNCIL BLUFFS.
 MJ0600'4.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0600'FROM THE STATION AT COUNCIL BLUFFS, THENCE 0.4 MILE SOUTH ALONG
 MJ0600'A DIRT ROAD, ABOUT ON THE PROJECTED CENTER LINE OF THE TANGENT
 MJ0600'OF THE DIRT ROAD LEADING NORTH, 81.0 FEET WEST SOUTHWEST OF THE
 MJ0600'CENTER LINE OF THE DIRT ROAD, 78.2 FEET NORTH OF THE NORTHEAST
 MJ0600'CORNER OF A FARMHOUSE, 17.4 FEET NORTHEAST OF A CORNER FENCE
 MJ0600'POST, 13.6 FEET EAST OF A FENCE, 13.6 FEET SOUTHWEST OF A 4 X 4
 MJ0600'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MJ0600'0.2 FOOT ABOVE THE GROUND.
 MJ0600
 MJ0600                          STATION RECOVERY (1953)
 MJ0600
 MJ0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 MJ0600'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 MJ0600'GOOD CONDITION.  DESCRIPTION ADEQUATE.
 MJ0600
 MJ0600                          STATION RECOVERY (1961)
 MJ0600
 MJ0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MJ0600'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 MJ0600'CONDITION.  THE ORIGINAL DESCRIPTION PROVED TO BE ADEQUATE.
 MJ0600
 MJ0600                          STATION RECOVERY (1974)
 MJ0600
 MJ0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MJ0600'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 MJ0600'CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK 2 WERE FOUND
 MJ0600'DESTROYED.  A NEW AZIMUTH MARK WAS NOT SET THIS DATE DUE TO
 MJ0600'NO OLD TIE LINES VISIBLE.  REFERENCE MARK 3 WAS ESTABLISHED THIS
 MJ0600'DATE.
 MJ0600'
 MJ0600'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 MJ0600'
 MJ0600'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF THE CENTER
 MJ0600'OF COUNCIL BLUFFS AND ON THE WEST RIGHT-OF-WAY OF COUNTY ROAD
 MJ0600'L 31.
 MJ0600'
 MJ0600'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 275 AND
 MJ0600'STATE HIGHWAY 92 AT THE SOUTHEAST EDGE OF COUNCIL BLUFFS, GO
 MJ0600'SOUTH ON HIGHWAY 275 FOR 0.65 MILE TO A FORK, BEAR RIGHT AND
 MJ0600'GO WEST ON A SURFACED ROAD FOR 0.1 MILE TO TOP OF A VIADUCT,
 MJ0600'CONTINUE WEST FOR 0.1 MILE TO COUNTY ROAD L 31 ON THE LEFT,
 MJ0600'TURN LEFT AND GO SOUTH ON ROAD L 31 FOR 1.2 MILES TO A
 MJ0600'RAILROAD CROSSING, CONTINUE SOUTH ON ROAD L 31 FOR 0.45 MILE
 MJ0600'TO A HOUSE AND THE STATION ON THE RIGHT.
 MJ0600'
 MJ0600'THE STATION MARK IS A STANDARD DISK STAMPED LEWIS 1947, SET IN
 MJ0600'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 MJ0600'WITH THE GROUND SURFACE.  IT IS 67.8 FEET NORTH OF THE NORTHEAST
 MJ0600'CORNER OF THE HOUSE, 30 FEET NORTH OF A 24-INCH ELM TREE, 17
 MJ0600'FEET EAST-NORTHEAST OF A CORNER FENCE POST AND 14 FEET EAST
 MJ0600'OF THE CENTER OF A GATE IN A NORTH-SOUTH FENCE.  THE UNDERGROUND
 MJ0600'MARK WAS NOT INSPECTED.
 MJ0600'
 MJ0600'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LEWIS NO 1 1947,
 MJ0600'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 MJ0600'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 31.5 FEET
 MJ0600'EAST OF THE NORTHEAST CORNER OF THE HOUSE AND 3 FEET SOUTHEAST
 MJ0600'OF A 16-INCH ELM TREE.
 MJ0600'
 MJ0600'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LEWIS NO 3 1947 1974,
 MJ0600'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 MJ0600'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE WITH
 MJ0600'GRAVEL AND FLUSH WITH THE GROUND SURFACE.  IT IS 0.8 FOOT
 MJ0600'SOUTH OF A METAL WITNESS POST AND 0.8 FOOT EAST OF THE
 MJ0600'NORTH-SOUTH FENCE.
 MJ0600'
 MJ0600'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 MJ0600'SOUTHEAST OF COUNCIL BLUFFS.
 MJ0600
 MJ0600                          STATION RECOVERY (1975)
 MJ0600
 MJ0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MJ0600'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 3 WERE
 MJ0600'RECOVERED AND FOUND IN GOOD CONDITION AND AS DESCRIBED IN 1974.
 MJ0600'THIS DATE A NEW AZIMUTH MARK WAS SET AND THE TIE LINE USED WAS THE
 MJ0600'RADIO TOWER MENTIONED ABOVE AS THE AZIMUTH BEARING WAS DETERMINED
 MJ0600'FOR THE RADIO TOWER BY A POLARIS OBSERVATION MADE AT THIS STATION
 MJ0600'THE 2-19-74 BY HOSKIN, WESTERN, SONDEREGGER ENGINEERING FIRM,
 MJ0600'LINCOLN, NEBRASKA.
 MJ0600'
 MJ0600'FOLLOWING IS A DESCRIPTION FOR THE AZIMUTH MARK--
 MJ0600'
 MJ0600'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LEWIS 1947 AZ 2 1974
 MJ0600'AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET WEST OF THE
 MJ0600'CENTER OF A GRAVELED ROAD (L 31), 31 FEET SOUTHEAST OF THE SOUTH
 MJ0600'RAIL OF A RAILROAD TRACK, 28 FEET SOUTHEAST OF THE CENTER OF A
 MJ0600'CONCRETE HEADWALL OF BOX CULVERT UNDER THE RAILROAD AND 1.5 FEET
 MJ0600'WEST OF A METAL WITNESS POST.
 MJ0600'
 MJ0600'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON THE
 MJ0600'GRAVELED ROAD L 31 FOR 0.4 MILE TO THE RAILROAD CROSSING AND THE
 MJ0600'AZIMUTH MARK ON THE LEFT.
 MJ0600'
 MJ0600'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 MJ0600'SOUTHEAST OF COUNCIL BLUFFS.
 MJ0600
 MJ0600                          STATION RECOVERY (1977)
 MJ0600
 MJ0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MJ0600'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 3 WERE
 MJ0600'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK APPEARED
 MJ0600'TO BE IN GOOD CONDITION, VIEWED FROM EDGE OF ROAD AS ROAD DITCH WAS
 MJ0600'FULL OF WATER THIS DATE.  THIS STATION WAS OCCUPIED THIS DATE FOR
 MJ0600'AN ANGLE CHECK BETWEEN THE RADIO TOWER AND THE WATER TANK
 MJ0600'MENTIONED ABOVE.  THE ANGLE THIS DATE CHECKED THE 1975 ANGLE BY
 MJ0600'0.8 SECONDS.  THE WATER TANK MENTIONED ABOVE WAS INSPECTED THIS
 MJ0600'DATE AND THE RED LIGHT ON THE TANK IS NOT AT THE TOP CENTER
 MJ0600'VIEWED FROM STATION LEWIS, BUT THE VENT AT THE TOP OF THE TANK IS
 MJ0600'AT THE TOP CENTER.  THERE IS ABOUT 15 SECONDS DIFFERENCE IN
 MJ0600'DIRECTION FROM THE TANK VENT AND THE TANK RED LIGHT OBSERVED
 MJ0600'FROM STATION LEWIS.
 MJ0600'
 MJ0600'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 MJ0600'SOUTHEAST OF COUNCIL BLUFFS.
 MJ0600
 MJ0600                          STATION RECOVERY (1989)
 MJ0600
 MJ0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0600'5.3 KM (3.30 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 MJ0600'THE JUNCTION OF 16TH AVENUE IN COUNCIL BLUFFS, THENCE 0.6 KM
 MJ0600'(0.35 MI) SOUTHERLY ALONG COUNTY ROAD L 31, 24.7 M (81.0 FT)
 MJ0600'WEST-SOUTHWEST OF THE CENTER OF THE ROAD, 20.6 M (67.6 FT) NORTH OF
 MJ0600'THE NORTHEAST CORNER OF A HOUSE, 13.0 M (42.7 FT) SOUTH-SOUTHEAST OF A
 MJ0600'WITNESS POST, 4.3 M (14.1 FT) EAST OF THE CENTER OF A GATE, 0.6 M
 MJ0600'(2.0 FT) BELOW THE LEVEL OF THE ROAD, AND IN A CONCRETE MONUMENT THAT
 MJ0600'IS LEVEL WITH THE GROUND SURFACE.
 MJ0600
 MJ0600                          STATION RECOVERY (2003)
 MJ0600
 MJ0600'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 MJ0600'RECOVERED IN GOOD CONDITION.
 MJ0600
 MJ0600                          STATION RECOVERY (2005)
 MJ0600
 MJ0600'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 MJ0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1189 ***********************************************************************
 MJ1189  DESIGNATION -  LEWIS
 MJ1189  PID         -  MJ1189
 MJ1189  STATE/COUNTY-  IA/CASS
 MJ1189  USGS QUAD   -  LEWIS (1971)
 MJ1189
 MJ1189                         *CURRENT SURVEY CONTROL
 MJ1189  ___________________________________________________________________
 MJ1189* NAD 83(1996)-  41 20 19.67298(N)    095 05 52.66461(W)     ADJUSTED  
 MJ1189* NAVD 88     -       387.1    (meters)    1270.     (feet)  VERTCON   
 MJ1189  ___________________________________________________________________
 MJ1189  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 MJ1189  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 MJ1189
 MJ1189  HORZ ORDER  -  SECOND
 MJ1189
 MJ1189.The horizontal coordinates were established by classical geodetic methods
 MJ1189.and adjusted by the National Geodetic Survey in May 1999..
 MJ1189
 MJ1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1189
 MJ1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1189
 MJ1189.The geoid height was determined by GEOID03.
 MJ1189
 MJ1189;                    North         East     Units Scale Factor Converg.
 MJ1189;SPC IA S     -   149,900.741   366,259.972   MT  0.99995126   -1 03 09.3
 MJ1189;UTM  15      - 4,578,491.240   324,459.650   MT  0.99997924   -1 23 09.9
 MJ1189
 MJ1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1189!SPC IA S     -   0.99994364  x   0.99995126  =   0.99989490
 MJ1189!UTM  15      -   0.99994364  x   0.99997924  =   0.99992288
 MJ1189
 MJ1189:                Primary Azimuth Mark                     Grid Az
 MJ1189:SPC IA S     -  ATLANTIC MUNICIPAL TANK                  050 17 03.7
 MJ1189:UTM  15      -  ATLANTIC MUNICIPAL TANK                  050 37 04.3
 MJ1189
 MJ1189|---------------------------------------------------------------------|
 MJ1189| PID    Reference Object                     Distance      Geod. Az  |
 MJ1189|                                                           dddmmss.s |
 MJ1189| MJ1183 ATLANTIC MUNICIPAL TANK             APPROX. 9.7 KM 0491354.4 |
 MJ1189| MJ1190 LEWIS STATE PATROL RAD MAST         APPROX. 2.5 KM 1851301.7 |
 MJ1189| CL7296 LEWIS RM 1                           18.553 METERS 26853     |
 MJ1189| CL7297 LEWIS RM 2                           19.943 METERS 34500     |
 MJ1189|---------------------------------------------------------------------|
 MJ1189
 MJ1189                          SUPERSEDED SURVEY CONTROL
 MJ1189
 MJ1189  NAD 83(1996)-  41 20 19.66954(N)    095 05 52.68806(W) AD(       ) 2
 MJ1189  NAD 83(1986)-  41 20 19.66963(N)    095 05 52.68833(W) AD(       ) 2
 MJ1189  NAD 27      -  41 20 19.70656(N)    095 05 51.71613(W) AD(       ) 2
 MJ1189  NGVD 29 (07/19/86)  387.0    (m)         1270.     (f) VERT ANG       
 MJ1189
 MJ1189.Superseded values are not recommended for survey control.
 MJ1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1189.See file dsdata.txt to determine how the superseded data were derived.
 MJ1189
 MJ1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF2446078491(NAD 83)
 MJ1189_MARKER: DD = SURVEY DISK
 MJ1189_SETTING: 0 = UNSPECIFIED SETTING
 MJ1189
 MJ1189  HISTORY     - Date     Condition        Report By
 MJ1189  HISTORY     - 1968     MONUMENTED       USGS
 MJ1189
 MJ1189                          STATION DESCRIPTION
 MJ1189
 MJ1189'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1189'STATION IS LOCATED 4.5 MI S. AND 4 MI W. OF ATLANTIC, 0.75 MI
 MJ1189'W. AND 2.3 MI N. OF LEWIS, NEAR QUARTER COR. BETWEEN SECS. 33 AND
 MJ1189'34, T. 76 N., R. 37 W., IN THE RIGHT-OF-WAY OF AN E.-W. GRAVEL
 MJ1189'RD., NEAR ITS JCT. WITH N.-S. GRAVEL RD.
 MJ1189'
 MJ1189'TO REACH THE STATION FROM THE POST OFFICE AT LEWIS, DRIVE E. 0.3
 MJ1189'MI ON MAIN ST. TO JCT. WITH STATE HWY. 414, TURN LEFT AND DRIVE
 MJ1189'N. 0.85 MI ON HWY. 414 TO JCT. WITH U.S. HWY. 6, TURN LEFT AND
 MJ1189'DRIVE W. 0.8 MI ON HWY. 6 TO A GRAVEL RD. CROSSING, NEAR A STORE
 MJ1189'AND GAS STATION, TURN RIGHT AND DRIVE N. 1.5 MI TO A JCT. OF A
 MJ1189'GRAVEL RD., TURN RIGHT AND DRIVE E. 0.05 MI TO STATION ON THE
 MJ1189'RIGHT.
 MJ1189'
 MJ1189'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED LEWIS
 MJ1189'1968, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 MJ1189'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MJ1189'
 MJ1189'STATION MARK IS 218 FT E.-SE. OF T-JCT. OF GRAVEL RDS., 29 FT
 MJ1189'S. OF CENTER OF GRAVEL RD., 48 FT W. OF A TELEPHONE POLE AND 1.9
 MJ1189'FT N. OF S. RIGHT-OF-WAY FENCE AND METAL WITNESS POST.
 MJ1189'
 MJ1189'REFERENCE MARK 1 IS 60.87 FT (18.553 M.) W. OF STATION, 31 FT
 MJ1189'S. OF CENTER OF RD. AND 1 FT N. OF S. RIGHT-OF-WAY FENCE AND A
 MJ1189'METAL WITNESS POST.
 MJ1189'
 MJ1189'REFERENCE MARK 2 IS 65.43 FT (19.943 M.) N.-NW. OF STATION, 33
 MJ1189'FT N. OF CENTER OF RD., 5.1 FT W. OF A POWER LINE POLE, AND 1 FT
 MJ1189'S. OF N. RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0603 ***********************************************************************
 MJ0603  DESIGNATION -  LEWIS AZ MK
 MJ0603  PID         -  MJ0603
 MJ0603  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0603  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0603
 MJ0603                         *CURRENT SURVEY CONTROL
 MJ0603  ___________________________________________________________________
 MJ0603* NAD 83(1986)-  41 12 07.     (N)    095 49 06.     (W)     SCALED    
 MJ0603* NAVD 88     -       296.775  (meters)     973.67   (feet)  ADJUSTED  
 MJ0603  ___________________________________________________________________
 MJ0603  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 MJ0603  DYNAMIC HT  -         296.655 (meters)     973.28  (feet)  COMP
 MJ0603  MODELED GRAV-     980,210.4   (mgal)                       NAVD 88
 MJ0603
 MJ0603  VERT ORDER  -  FIRST     CLASS II
 MJ0603
 MJ0603.The horizontal coordinates were scaled from a topographic map and have
 MJ0603.an estimated accuracy of +/- 6 seconds.
 MJ0603
 MJ0603.The orthometric height was determined by differential leveling
 MJ0603.and adjusted by the National Geodetic Survey in June 1991..
 MJ0603
 MJ0603.The geoid height was determined by GEOID03.
 MJ0603
 MJ0603.The dynamic height is computed by dividing the NAVD 88
 MJ0603.geopotential number by the normal gravity value computed on the
 MJ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0603.degrees latitude (g = 980.6199 gals.).
 MJ0603
 MJ0603.The modeled gravity was interpolated from observed gravity values.
 MJ0603
 MJ0603;                    North         East    Units  Estimated Accuracy
 MJ0603;SPC IA S     -   136,070.      305,580.      MT  (+/- 180 meters Scaled)
 MJ0603
 MJ0603                          SUPERSEDED SURVEY CONTROL
 MJ0603
 MJ0603.No superseded survey control is available for this station.
 MJ0603
 MJ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF636650(NAD 83)
 MJ0603_MARKER: DZ = AZIMUTH MARK DISK
 MJ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0603_STAMPING: LEWIS 1947
 MJ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0603+STABILITY: SURFACE MOTION
 MJ0603
 MJ0603  HISTORY     - Date     Condition        Report By
 MJ0603  HISTORY     - 1947     MONUMENTED       CGS
 MJ0603  HISTORY     - 1948     GOOD             NGS
 MJ0603
 MJ0603                          STATION DESCRIPTION
 MJ0603
 MJ0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0603'4 MI S FROM COUNCIL BLUFFS.
 MJ0603'4.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0603'FROM THE STATION AT COUNCIL BLUFFS, AT RAILROAD MILEAGE 488.2,
 MJ0603'ABOUT 400.0 FEET SOUTH SOUTHEAST OF THE NORTHERN NATURAL GAS
 MJ0603'COMPANY PUMPING STATION, 116.6 FEET SOUTH OF THE SOUTHEAST
 MJ0603'CORNER OF RAILROAD CULVERT NO. 488.24, 30.0 FEET WEST OF THE
 MJ0603'CENTER LINE OF THE NORTH-SOUTH GRAVEL ROAD, 2.6 FEET SOUTHEAST
 MJ0603'OF A TELEPHONE POLE, 2.6 FEET SOUTH OF A 4 X 4 REFERENCE POST,
 MJ0603'1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST.
 MJ0603'MARK IS 101.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1211 ***********************************************************************
 MJ1211  DESIGNATION -  LEWIS AZ MK 2
 MJ1211  PID         -  MJ1211
 MJ1211  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1211  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ1211
 MJ1211                         *CURRENT SURVEY CONTROL
 MJ1211  ___________________________________________________________________
 MJ1211* NAD 83(1996)-  41 12 08.77376(N)    095 49 06.63958(W)     ADJUSTED  
 MJ1211* NAVD 88     -       296.743  (meters)     973.56   (feet)  ADJUSTED  
 MJ1211  ___________________________________________________________________
 MJ1211  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 MJ1211  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 MJ1211  DYNAMIC HT  -         296.622 (meters)     973.17  (feet)  COMP
 MJ1211  MODELED GRAV-     980,210.3   (mgal)                       NAVD 88
 MJ1211
 MJ1211  HORZ ORDER  -  THIRD
 MJ1211  VERT ORDER  -  FIRST     CLASS II
 MJ1211
 MJ1211.The horizontal coordinates were established by classical geodetic methods
 MJ1211.and adjusted by the National Geodetic Survey in May 1999..
 MJ1211.No horizontal observational check was made to the station.
 MJ1211
 MJ1211.The orthometric height was determined by differential leveling
 MJ1211.and adjusted by the National Geodetic Survey in June 1991..
 MJ1211
 MJ1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1211
 MJ1211.The geoid height was determined by GEOID03.
 MJ1211
 MJ1211.The dynamic height is computed by dividing the NAVD 88
 MJ1211.geopotential number by the normal gravity value computed on the
 MJ1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1211.degrees latitude (g = 980.6199 gals.).
 MJ1211
 MJ1211.The modeled gravity was interpolated from observed gravity values.
 MJ1211
 MJ1211;                    North         East     Units Scale Factor Converg.
 MJ1211;SPC IA S     -   136,120.375   305,562.771   MT  0.99994837   -1 31 37.9
 MJ1211;UTM  15      - 4,565,060.536   263,672.877   MT  1.00028742   -1 51 26.9
 MJ1211
 MJ1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1211!SPC IA S     -   0.99995776  x   0.99994837  =   0.99990613
 MJ1211!UTM  15      -   0.99995776  x   1.00028742  =   1.00024517
 MJ1211
 MJ1211                          SUPERSEDED SURVEY CONTROL
 MJ1211
 MJ1211  NAD 83(1996)-  41 12 08.77375(N)    095 49 06.63953(W) AD(       ) 3
 MJ1211  NAD 83(1986)-  41 12 08.78297(N)    095 49 06.63913(W) AD(       ) 3
 MJ1211  NAD 27      -  41 12 08.78478(N)    095 49 05.55384(W) AD(       ) 3
 MJ1211  NGVD 29 (07/19/86)  296.6    (m)          973.     (f) VERT ANG       
 MJ1211
 MJ1211.Superseded values are not recommended for survey control.
 MJ1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1211.See file dsdata.txt to determine how the superseded data were derived.
 MJ1211
 MJ1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6367365061(NAD 83)
 MJ1211_MARKER: DZ = AZIMUTH MARK DISK
 MJ1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1211_SP_SET: CONCRETE POST
 MJ1211_STAMPING: LEWIS 1947 AZ 2 1975
 MJ1211_MARK LOGO: NGS   
 MJ1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1211+STABILITY: SURFACE MOTION
 MJ1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1211+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1989
 MJ1211
 MJ1211  HISTORY     - Date     Condition        Report By
 MJ1211  HISTORY     - 1974     MONUMENTED       NGS
 MJ1211  HISTORY     - 1975     GOOD             NGS
 MJ1211  HISTORY     - 19890812 GOOD             NGS
 MJ1211
 MJ1211                          STATION DESCRIPTION
 MJ1211
 MJ1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MJ1211'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LEWIS 1947 AZ 2 1974
 MJ1211'AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET WEST OF THE
 MJ1211'CENTER OF A GRAVELED ROAD (L 31), 31 FEET SOUTHEAST OF THE SOUTH
 MJ1211'RAIL OF A RAILROAD TRACK, 28 FEET SOUTHEAST OF THE CENTER OF A
 MJ1211'CONCRETE HEADWALL OF BOX CULVERT UNDER THE RAILROAD AND 1.5 FEET
 MJ1211'WEST OF A METAL WITNESS POST.
 MJ1211'
 MJ1211'TO REACH THE AZIMUTH MARK FROM STATION LEWIS, GO NORTHERLY ON THE
 MJ1211'GRAVELED ROAD L31 FOR 0.4 MILE TO THE RAILROAD CROSSING AND THE
 MJ1211'AZIMUTH MARK ON THE LEFT.
 MJ1211
 MJ1211                          STATION RECOVERY (1989)
 MJ1211
 MJ1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ1211'5.3 KM (3.30 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 MJ1211'THE JUNCTION OF 16TH AVENUE IN COUNCIL BLUFFS, 13.9 M (45.6 FT)
 MJ1211'SOUTHEAST OF THE WEST CORNER OF A SMALL RAILROAD BRIDGE, 13.0 M
 MJ1211'(42.7 FT) WEST OF THE CENTER OF COUNTY ROAD L 31, 9.4 M (30.8 FT)
 MJ1211'SOUTHWEST OF THE NEAR RAIL, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 MJ1211'TRACK, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND IN A CONCRETE
 MJ1211'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0601 ***********************************************************************
 MJ0601  DESIGNATION -  LEWIS RM 1
 MJ0601  PID         -  MJ0601
 MJ0601  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0601  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0601
 MJ0601                         *CURRENT SURVEY CONTROL
 MJ0601  ___________________________________________________________________
 MJ0601* NAD 83(1986)-  41 11 47.     (N)    095 49 06.     (W)     SCALED    
 MJ0601* NAVD 88     -       296.547  (meters)     972.92   (feet)  ADJUSTED  
 MJ0601  ___________________________________________________________________
 MJ0601  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MJ0601  DYNAMIC HT  -         296.427 (meters)     972.53  (feet)  COMP
 MJ0601  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 MJ0601
 MJ0601  VERT ORDER  -  FIRST     CLASS II
 MJ0601
 MJ0601.The horizontal coordinates were scaled from a topographic map and have
 MJ0601.an estimated accuracy of +/- 6 seconds.
 MJ0601
 MJ0601.The orthometric height was determined by differential leveling
 MJ0601.and adjusted by the National Geodetic Survey in June 1991..
 MJ0601
 MJ0601.The geoid height was determined by GEOID03.
 MJ0601
 MJ0601.The dynamic height is computed by dividing the NAVD 88
 MJ0601.geopotential number by the normal gravity value computed on the
 MJ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0601.degrees latitude (g = 980.6199 gals.).
 MJ0601
 MJ0601.The modeled gravity was interpolated from observed gravity values.
 MJ0601
 MJ0601;                    North         East    Units  Estimated Accuracy
 MJ0601;SPC IA S     -   135,450.      305,560.      MT  (+/- 180 meters Scaled)
 MJ0601
 MJ0601                          SUPERSEDED SURVEY CONTROL
 MJ0601
 MJ0601  NGVD 29 (??/??/92)  296.444  (m)          972.58   (f) ADJ UNCH    1 2
 MJ0601
 MJ0601.Superseded values are not recommended for survey control.
 MJ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0601.See file dsdata.txt to determine how the superseded data were derived.
 MJ0601
 MJ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF636643(NAD 83)
 MJ0601_MARKER: DR = REFERENCE MARK DISK
 MJ0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0601_SP_SET: CONCRETE POST
 MJ0601_STAMPING: LEWIS NO 1 1947
 MJ0601_MARK LOGO: CGS   
 MJ0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0601+STABILITY: SURFACE MOTION
 MJ0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0601+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1989
 MJ0601
 MJ0601  HISTORY     - Date     Condition        Report By
 MJ0601  HISTORY     - 1947     MONUMENTED       CGS
 MJ0601  HISTORY     - 1948     GOOD             NGS
 MJ0601  HISTORY     - 19890813 GOOD             NGS
 MJ0601
 MJ0601                          STATION DESCRIPTION
 MJ0601
 MJ0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0601'4.4 MI S FROM COUNCIL BLUFFS.
 MJ0601'4.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0601'FROM THE STATION AT COUNCIL BLUFFS, THENCE 0.4 MILE SOUTH ALONG
 MJ0601'A DIRT ROAD, 67.1 FEET SOUTH OF LEWIS 1947, 86.0 FEET WEST
 MJ0601'SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 35.0 FEET EAST
 MJ0601'NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 1.0 FOOT EAST
 MJ0601'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MJ0601'0.3 FOOT ABOVE THE GROUND.
 MJ0601
 MJ0601                          STATION RECOVERY (1989)
 MJ0601
 MJ0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0601'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.3 KM
 MJ0601'(3.30 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 MJ0601'JUNCTION OF 16TH AVENUE IN COUNCIL BLUFFS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0602 ***********************************************************************
 MJ0602  DESIGNATION -  LEWIS RM 2
 MJ0602  PID         -  MJ0602
 MJ0602  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0602  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0602
 MJ0602                         *CURRENT SURVEY CONTROL
 MJ0602  ___________________________________________________________________
 MJ0602* NAD 83(1986)-  41 11 47.     (N)    095 49 06.     (W)     SCALED    
 MJ0602* NAVD 88     -       296.382  (meters)     972.38   (feet)  ADJUSTED  
 MJ0602  ___________________________________________________________________
 MJ0602  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MJ0602  DYNAMIC HT  -         296.262 (meters)     971.99  (feet)  COMP
 MJ0602  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 MJ0602
 MJ0602  VERT ORDER  -  FIRST     CLASS II
 MJ0602
 MJ0602.The horizontal coordinates were scaled from a topographic map and have
 MJ0602.an estimated accuracy of +/- 6 seconds.
 MJ0602
 MJ0602.The orthometric height was determined by differential leveling
 MJ0602.and adjusted by the National Geodetic Survey in June 1991..
 MJ0602
 MJ0602.The geoid height was determined by GEOID03.
 MJ0602
 MJ0602.The dynamic height is computed by dividing the NAVD 88
 MJ0602.geopotential number by the normal gravity value computed on the
 MJ0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0602.degrees latitude (g = 980.6199 gals.).
 MJ0602
 MJ0602.The modeled gravity was interpolated from observed gravity values.
 MJ0602
 MJ0602;                    North         East    Units  Estimated Accuracy
 MJ0602;SPC IA S     -   135,450.      305,560.      MT  (+/- 180 meters Scaled)
 MJ0602
 MJ0602                          SUPERSEDED SURVEY CONTROL
 MJ0602
 MJ0602  NGVD 29 (??/??/92)  296.279  (m)          972.04   (f) ADJ UNCH    1 2
 MJ0602
 MJ0602.Superseded values are not recommended for survey control.
 MJ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0602.See file dsdata.txt to determine how the superseded data were derived.
 MJ0602
 MJ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF636643(NAD 83)
 MJ0602_MARKER: DR = REFERENCE MARK DISK
 MJ0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0602_STAMPING: LEWIS NO 2 1947
 MJ0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0602+STABILITY: SURFACE MOTION
 MJ0602
 MJ0602  HISTORY     - Date     Condition        Report By
 MJ0602  HISTORY     - 1947     MONUMENTED       CGS
 MJ0602  HISTORY     - 1948     GOOD             NGS
 MJ0602  HISTORY     - 19890725 MARK NOT FOUND   NGS
 MJ0602
 MJ0602                          STATION DESCRIPTION
 MJ0602
 MJ0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0602'4.4 MI S FROM COUNCIL BLUFFS.
 MJ0602'4.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0602'FROM THE STATION AT COUNCIL BLUFFS, THENCE 0.4 MILE SOUTH ALONG
 MJ0602'A DIRT ROAD, 63.9 FEET NORTH NORTHWEST OF LEWIS 1947, 142.1 FEET
 MJ0602'NORTH OF THE NORTHEAST CORNER OF A FARMHOUSE, 74.0 FEET WEST
 MJ0602'SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 69.8 FEET SOUTH
 MJ0602'OF A POWER LINE POLE, 1.0 FOOT EAST OF A FENCE, SET IN THE TOP
 MJ0602'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MJ0602
 MJ0602                          STATION RECOVERY (1989)
 MJ0602
 MJ0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1190 ***********************************************************************
 MJ1190  DESIGNATION -  LEWIS STATE PATROL RAD MAST
 MJ1190  PID         -  MJ1190
 MJ1190  STATE/COUNTY-  IA/CASS
 MJ1190  USGS QUAD   -  LEWIS (1971)
 MJ1190
 MJ1190                         *CURRENT SURVEY CONTROL
 MJ1190  ___________________________________________________________________
 MJ1190* NAD 83(1996)-  41 18 59.74001(N)    095 06 02.34537(W)     ADJUSTED  
 MJ1190* NAVD 88     -                                                        
 MJ1190  ___________________________________________________________________
 MJ1190  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 MJ1190  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 MJ1190
 MJ1190  HORZ ORDER  -  THIRD
 MJ1190
 MJ1190.The horizontal coordinates were established by classical geodetic methods
 MJ1190.and adjusted by the National Geodetic Survey in May 1999..
 MJ1190
 MJ1190
 MJ1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1190
 MJ1190.The geoid height was determined by GEOID03.
 MJ1190
 MJ1190;                    North         East     Units Scale Factor Converg.
 MJ1190;SPC IA S     -   147,439.480   365,989.562   MT  0.99995040   -1 03 15.7
 MJ1190;UTM  15      - 4,576,031.522   324,174.923   MT  0.99998047   -1 23 14.1
 MJ1190
 MJ1190                          SUPERSEDED SURVEY CONTROL
 MJ1190
 MJ1190  NAD 83(1996)-  41 18 59.73697(N)    095 06 02.36979(W) AD(       ) 4
 MJ1190  NAD 83(1986)-  41 18 59.73668(N)    095 06 02.36999(W) AD(       ) 4
 MJ1190  NAD 27      -  41 18 59.77369(N)    095 06 01.39594(W) AD(       ) 3
 MJ1190
 MJ1190.Superseded values are not recommended for survey control.
 MJ1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1190.See file dsdata.txt to determine how the superseded data were derived.
 MJ1190
 MJ1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF2417576032(NAD 83)
 MJ1190_MARKER: 42 = RADIO/TV MAST
 MJ1190
 MJ1190  HISTORY     - Date     Condition        Report By
 MJ1190  HISTORY     - 1968     FIRST OBSERVED   USGS
 MJ1190
 MJ1190                          STATION DESCRIPTION
 MJ1190
 MJ1190'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1190'STATION IS RED LIGHT ON TOP OF RADIO ANTENNA MAST BELONGING TO
 MJ1190'STATE HWY. PATROL, LOCATED 0.7 MI N. AND 0.7 MI W. OF LEWIS, IN
 MJ1190'THE NE. QUARTER OF SEC. 9, T. 75 N., R. 37 W., NEAR A COUNTRY
 MJ1190'STORE ON U.S. HWY. 6.  MAST IS SLENDER, STEEL, PAINTED RED AND
 MJ1190'WHITE AND ABOUT 300 FT HIGH.  STATION WAS INTERSECTED FROM
 MJ1190'STATIONS WRIGHT, LEWIS, WASH, AND TURK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0649 ***********************************************************************
 MH0649  DESIGNATION -  LIBERTY
 MH0649  PID         -  MH0649
 MH0649  STATE/COUNTY-  IA/WARREN
 MH0649  USGS QUAD   -  LACONA (1982)
 MH0649
 MH0649                         *CURRENT SURVEY CONTROL
 MH0649  ___________________________________________________________________
 MH0649* NAD 83(1996)-  41 12 28.11825(N)    093 29 57.63323(W)     ADJUSTED  
 MH0649* NAVD 88     -       311.67   (+/-2cm)    1022.5    (feet)  VERTCON   
 MH0649  ___________________________________________________________________
 MH0649  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 MH0649  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 MH0649
 MH0649  HORZ ORDER  -  FIRST
 MH0649  VERT ORDER  -  THIRD ? (See Below)
 MH0649
 MH0649.The horizontal coordinates were established by classical geodetic methods
 MH0649.and adjusted by the National Geodetic Survey in May 1999..
 MH0649
 MH0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0649.The vertical order pertains to the NGVD 29 superseded value.
 MH0649
 MH0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0649
 MH0649.The geoid height was determined by GEOID03.
 MH0649
 MH0649;                    North         East     Units Scale Factor Converg.
 MH0649;SPC IA S     -   134,125.617   500,055.137   MT  0.99994838   +0 00 01.6
 MH0649;UTM  15      - 4,561,946.610   458,136.633   MT  0.99962157   -0 19 44.3
 MH0649
 MH0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0649!SPC IA S     -   0.99995604  x   0.99994838  =   0.99990442
 MH0649!UTM  15      -   0.99995604  x   0.99962157  =   0.99957763
 MH0649
 MH0649:                Primary Azimuth Mark                     Grid Az
 MH0649:SPC IA S     -  NEWMAN                                   106 35 47.1
 MH0649:UTM  15      -  NEWMAN                                   106 55 33.0
 MH0649
 MH0649|---------------------------------------------------------------------|
 MH0649| PID    Reference Object                     Distance      Geod. Az  |
 MH0649|                                                           dddmmss.s |
 MH0649| MH0640 NEWMAN                              APPROX.18.3 KM 1063548.7 |
 MH0649| CL9741 LIBERTY RM 1                                       12635     |
 MH0649| MH0641 CHARITON LUCAS CO CTHSE CLKTWR      APPROX.26.8 KM 1425941.5 |
 MH0649| MH0642 CHARITON WATER TANK                 APPROX.26.8 KM 1432108.1 |
 MH0649| MH0661 OSCEOLA HIGH PT OF CTHSE TWR        APPROX.29.6 KM 2292424.8 |
 MH0649| CL9742 LIBERTY RM 2                         65.400 METERS 26741     |
 MH0649| MH0655 INDIANOLA STANDPIPE                 APPROX.17.8 KM 3433948.8 |
 MH0649|---------------------------------------------------------------------|
 MH0649
 MH0649                          SUPERSEDED SURVEY CONTROL
 MH0649
 MH0649  NAD 83(1986)-  41 12 28.12328(N)    093 29 57.64413(W) AD(       ) 1
 MH0649  NAD 27      -  41 12 28.13770(N)    093 29 56.87450(W) AD(       ) 1
 MH0649  NGVD 29 (07/19/86)  311.62   (m)         1022.4    (f) LEVELING    3  
 MH0649
 MH0649.Superseded values are not recommended for survey control.
 MH0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0649.See file dsdata.txt to determine how the superseded data were derived.
 MH0649
 MH0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF5813761947(NAD 83)
 MH0649_MARKER: DS = TRIANGULATION STATION DISK
 MH0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0649+STABILITY: SURFACE MOTION
 MH0649
 MH0649  HISTORY     - Date     Condition        Report By
 MH0649  HISTORY     - 1928     MONUMENTED       CGS
 MH0649  HISTORY     - 1934     GOOD             IOWAGS
 MH0649  HISTORY     - 1956     GOOD             CGS
 MH0649  HISTORY     - 1964     GOOD             USGS
 MH0649  HISTORY     - 1979     MARK NOT FOUND   NGS
 MH0649
 MH0649                          STATION DESCRIPTION
 MH0649
 MH0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 MH0649'ABOUT 325 METERS NORTH OF THE CROSSROADS IN THE VILLAGE OF
 MH0649'LIBERTY CENTER, IN THE SW 1/4 SW 1/4 OF SEC. 15, T. 74 N.,
 MH0649'R. 23 W., ON LAND OWNED BY GEORGE MILLER.  STATION IS IN SMALL
 MH0649'PASTURE ABOUT 75 METERS NORTHWEST OF THE MILLER HOUSE, AND ABOUT
 MH0649'50 METERS NORTHEAST OF A HOUSE OWNED BY HAROLD KIMZY, 29.5 METERS
 MH0649'EAST OF CENTER LINE OF SECTION LINE ROAD, 89.1 METERS SOUTHEAST
 MH0649'OF THE 1/8 SECTION CORNER, 5.3 METERS NORTH OF AN EAST-WEST
 MH0649'FENCE LINE, AND 12.4 METERS EAST OF A NORTH-SOUTH FENCE LINE.
 MH0649'
 MH0649'THE STATION IS MARKED BY A STANDARD MARK SET IN CONCRETE 20
 MH0649'INCHES BELOW SURFACE OF GROUND.  UNDERGROUND MARK IS A STANDARD
 MH0649'DISK SET IN CONCRETE BLOCK 5 FEET BELOW SURFACE OF GROUND.
 MH0649'
 MH0649'REFERENCE MARK NO. 1 IS ABOUT 125 METERS SOUTHEAST
 MH0649'OF A BRICK SCHOOL BUILDING, 10.9 METERS NORTH OF A SECTION-LINE
 MH0649'ROAD AND IS IN A FENCE CORNER.
 MH0649'
 MH0649'REFERNCE MARK NO. 2 IS 19.3 METERS NORTHWEST OF THE
 MH0649'NORTHWEST CORNER OF A HOUSE, AND 10.1 METERS EAST OF CENTER
 MH0649'LINE OF SECTION-LINE ROAD.
 MH0649'
 MH0649'HEIGHT OF SIGNAL ABOVE STATION MARK - 30.7 METERS.
 MH0649
 MH0649                          STATION RECOVERY (1934)
 MH0649
 MH0649'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MH0649'THE STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.
 MH0649'
 MH0649'STATION IS IN A SMALL PASTURE ABOUT 175 FEET SOUTHEAST OF THE
 MH0649'IOWA STATE HIGHWAY COMMISSION MAINTENANCE SHED, 17 FEET NORTH
 MH0649'OF AN EAST-WEST FENCE LINE, 41 FEET EAST OF A NORTH-SOUTH FENCE
 MH0649'LINE, 46.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATE
 MH0649'HIGHWAY MAINTENANCE LOT AND 296 FEET SOUTHEAST OF A LENGTH OF
 MH0649'RAILROAD RAIL DRIVEN IN THE GROUND AT THE INTERSECTION OF THE
 MH0649'EAST SIDE OF STATE HIGHWAY 137 WITH THE 1/4 MILE LINE.
 MH0649'
 MH0649'REFERENCE MARK NO. 1 IS ABOUT 319 FEET SOUTHEAST OF THE SOUTHEAST
 MH0649'CORNER OF A BRICK SCHOOLHOUSE, 2 FEET NORTH OF NORTH ROAD FENCE
 MH0649'AND 3 FEET EAST OF SCHOOLYARD FENCE.
 MH0649'
 MH0649'REFERENCE MARK NO. 2 IS ABOUT 63 FEET NORTHWEST OF THE NORTHWEST
 MH0649'CORNER OF A HOUSE, 44 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 MH0649'HIGHWAY MAINTENANCE YARD, 2 FEET EAST OF THE EAST FENCE LINE
 MH0649'OF STATE HIGHWAY 137 AND 207.5 FEET SOUTH OF THE PIECE OF
 MH0649'RAILROAD RAIL MENTIONED IN THE STATION DESCRIPTION.
 MH0649
 MH0649                          STATION RECOVERY (1956)
 MH0649
 MH0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0649'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 MH0649'CONDITION.  STATE HIGHWAY 137 MENTIONED IN THE OLD DISCRIPTION
 MH0649'IS NOW U.S. HIGHWAY 65.  REFERENCE MARK NO. 1 IS OBSTRUCTED
 MH0649'BY AN ADDITION TO THE SCHOOLHOUSE.  REFERENCE MARK NO. 2 IS
 MH0649'SOUTH OF THE SOUTHWEST CORNER OF THE HIGHWAY MAINTENANCE YARD
 MH0649'INSTEAD OF THE SOUTHEAST CORNER AND IS 4 INCHES BELOW THE
 MH0649'SURFACE OF THE GROUND.  A SMALL WHITE BUILDING HAS BEEN BUILT
 MH0649'ABOUT 30 FEET WEST OF THE STATION MARK.
 MH0649'
 MH0649'THIS STATION WAS NOT OCCUPIED BY AN OBSERVING UNIT THIS YEAR.
 MH0649
 MH0649                          STATION RECOVERY (1964)
 MH0649
 MH0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MH0649'STATION HAS BEEN RECOVERED AS DESCRIBED, WITH THE FOLLOWING
 MH0649'EXCEPTION--STA. IS 77.3 FEET EAST OF A NORTH-SOUTH GARDEN
 MH0649'FENCE.
 MH0649'
 MH0649'REFERENCE MARK 2 IS 44 FEET SOUTH OF THE SOUTHWEST CORNER OF
 MH0649'THE STATE HIGHWAY MAINTENANCE YARD INSTEAD OF THE SOUTHEAST
 MH0649'CORNER.  STATION AND REFERENCE MARK 2 BOTH FOUND IN GOOD CONDITION.
 MH0649
 MH0649                          STATION RECOVERY (1979)
 MH0649
 MH0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MH0649'STATION SITE WAS VISITED BUT THE STATION MARKS AND REFERENCE MARK 2
 MH0649'ARE PRESENTLY COVERED WITH LARGE BALES OF HAY.  REFERENCE MARK 1 WAS
 MH0649'FOUND LYING ON TOP OF THE GROUND AND THIS DISK WAS SALVAGED.  THE
 MH0649'STATION WILL BE RE-VISITED IN THE FUTURE, AFTER THE HAY HAS BEEN
 MH0649'REMOVED AND ANOTHER REFERENCE MARK AND AN AZIMUTH MARK WILL BE
 MH0649'ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0779 ***********************************************************************
 MG0779  DESIGNATION -  LIBERTY EAST BASE
 MG0779  PID         -  MG0779
 MG0779  STATE/COUNTY-  IA/MUSCATINE
 MG0779  USGS QUAD   -  WEST LIBERTY (1965)
 MG0779
 MG0779                         *CURRENT SURVEY CONTROL
 MG0779  ___________________________________________________________________
 MG0779* NAD 83(1996)-  41 33 01.87192(N)    091 18 33.39773(W)     ADJUSTED  
 MG0779* NAVD 88     -       224.0    (meters)     735.     (feet)  VERTCON   
 MG0779  ___________________________________________________________________
 MG0779  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MG0779  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 MG0779
 MG0779  HORZ ORDER  -  FIRST
 MG0779
 MG0779.The horizontal coordinates were established by classical geodetic methods
 MG0779.and adjusted by the National Geodetic Survey in May 1999..
 MG0779
 MG0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0779
 MG0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0779
 MG0779.The geoid height was determined by GEOID03.
 MG0779
 MG0779;                    North         East     Units Scale Factor Converg.
 MG0779;SPC IA S     -   174,487.072   682,749.376   MT  0.99996695   +1 26 34.9
 MG0779;UTM  15      - 4,601,253.060   641,005.190   MT  0.99984468   +1 07 17.8
 MG0779
 MG0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0779!SPC IA S     -   0.99997000  x   0.99996695  =   0.99993695
 MG0779!UTM  15      -   0.99997000  x   0.99984468  =   0.99981469
 MG0779
 MG0779:                Primary Azimuth Mark                     Grid Az
 MG0779:SPC IA S     -  ATALISSA GAS AND ELEC MWV MST            048 14 52.3
 MG0779:UTM  15      -  ATALISSA GAS AND ELEC MWV MST            048 34 09.4
 MG0779
 MG0779|---------------------------------------------------------------------|
 MG0779| PID    Reference Object                     Distance      Geod. Az  |
 MG0779|                                                           dddmmss.s |
 MG0779| MG0775 ATALISSA GAS AND ELEC MWV MST       APPROX.13.0 KM 0494127.2 |
 MG0779| MG0780 WEST LIBERTY MUNICIPAL TANK         APPROX. 4.3 KM 0614134.4 |
 MG0779| CL9745 LIBERTY E BASE RM 1 AZIMUTH                        07951     |
 MG0779| MG0781 WEST LIBERTY DUBUQUE RAD MAST       APPROX. 2.9 KM 1135013.9 |
 MG0779| MG0782 NICHOLS AZ MK                       APPROX. 3.3 KM 1513306.5 |
 MG0779| CL9746 LIBERTY E BASE RM 2                  67.858 METERS 18500     |
 MG0779| CL9748 LIBERTY E BASE RM 4                  21.575 METERS 19632     |
 MG0779| MG0822 RIVERSIDE MUN WATER TANK            APPROX.23.8 KM 2515818.6 |
 MG0779| CL9747 LIBERTY E BASE RM 3                   6.452 METERS 27351     |
 MG0779| CL9390 SCHOOLHOUSE FLAGPOLE                               2983505.9 |
 MG0779| CL9743 LIBERTY E BASE AZ MK                               3083743.4 |
 MG0779| MG0776 WEST BRANCH MUNICIPAL TANK          APPROX.14.2 KM 3461129.8 |
 MG0779|---------------------------------------------------------------------|
 MG0779
 MG0779                          SUPERSEDED SURVEY CONTROL
 MG0779
 MG0779  NAD 83(1986)-  41 33 01.87176(N)    091 18 33.40725(W) AD(       ) 1
 MG0779  NAD 27      -  41 33 01.78600(N)    091 18 32.83700(W) AD(       ) 1
 MG0779  NGVD 29 (07/19/86)  224.0    (m)          735.     (f) VERT ANG       
 MG0779
 MG0779.Superseded values are not recommended for survey control.
 MG0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0779.See file dsdata.txt to determine how the superseded data were derived.
 MG0779
 MG0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG4100501253(NAD 83)
 MG0779_MARKER: DS = TRIANGULATION STATION DISK
 MG0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0779
 MG0779  HISTORY     - Date     Condition        Report By
 MG0779  HISTORY     - 1930     MONUMENTED       CGS
 MG0779  HISTORY     - 1930     GOOD             CGS
 MG0779  HISTORY     - 1957     GOOD             CGS
 MG0779  HISTORY     - 1968     GOOD             CGS
 MG0779  HISTORY     - 1968     GOOD             USGS
 MG0779  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MG0779  HISTORY     - 1971     GOOD             NGS
 MG0779  HISTORY     - 19980720 MARK NOT FOUND   USPSQD
 MG0779  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0779
 MG0779                          STATION DESCRIPTION
 MG0779
 MG0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0779'STATION IS ABOUT 2-1/2 MILES W AND 1 MILE S OF THE TOWN OF
 MG0779'WEST LIBERTY, WHICH IS ON HIGHWAY 32, ON THE W SIDE OF SEC.
 MG0779'22, T 78 N, R 4 W, ON LAND OWNED BY WILL RUESS, AND IS NEAR
 MG0779'THE FENCE WHICH MARKS THE N AND S SECTION LINE, NEAR SOME
 MG0779'SMALL TREES, ABOUT 1/4 MILE NW OF MR. RUESS HOUSE, 300 METERS
 MG0779'S OF THE SECTION-LINE ROAD, AND 400 METERS W OF A N-S DIRT
 MG0779'ROAD.  THE MARK IS DEPRESSED 12 INCHES IN CULTIVATED GROUND,
 MG0779'6.51 METERS E OF THE FENCE LINE AND 70.5 METERS N OF A FENCE
 MG0779'LINE.
 MG0779'
 MG0779'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MG0779'DISKS SET IN CONCRETE.
 MG0779'
 MG0779'REFERENCE MARK NO. 1, 4 INCHES ABOVE THE SURFACE, IS ON THE W
 MG0779'SIDE OF THE N-S ROAD, ABOUT 200 METERS N OF MR. RUESS HOUSE.
 MG0779'IT IS 7.1 METERS W OF THE CENTER LINE OF THE ROAD, 139.3
 MG0779'METERS N OF A FENCE, AND 0.28 METER W OF A FENCE.  REFERENCE MARK
 MG0779'NO. 2, 4 INCHES ABOVE, IS IN THE FENCE CORNER S OF THE STATION.
 MG0779'IT IS 2.0 METERS E OF ONE AND 2.75 METERS N OF THE OTHER FENCE
 MG0779'LINE.
 MG0779'
 MG0779'TO REACH FROM WEST LIBERTY, GO W ON A DIRT ROAD ABOUT 2 MILES
 MG0779'TO A FORK.  TURN S AND GO ABOUT 1-1/2 MILES TO THE HOUSE OF MR.
 MG0779'RUESS.  THENCE THROUGH THE BARNYARD AND NW ACROSS A FIELD TO
 MG0779'THE STATION.  A LARGE BRICK SCHOOL BUILDING IS ABOUT 1/2 MILE
 MG0779'NW OF THE STATION.
 MG0779'
 MG0779'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MG0779
 MG0779                          STATION RECOVERY (1930)
 MG0779
 MG0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (ITS)
 MG0779'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.  DESCRIPTION GOOD.
 MG0779
 MG0779                          STATION RECOVERY (1957)
 MG0779
 MG0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 MG0779'STATION AND REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION.
 MG0779'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING--
 MG0779'
 MG0779'REFERENCE MARK NO. 1 COULD NOT BE RECOVERED AFTER A THOROUGH
 MG0779'SEARCH OF THE AREA.  MARK MAY HAVE BEEN DESTROYED WHEN THE ROAD
 MG0779'WAS IMPROVED.  BANK ON WEST SIDE OF ROAD HAS BEEN CUT BACK
 MG0779'AND A DITCH CONSTRUCTED ALONG SIDE OF ROAD.
 MG0779'
 MG0779'TO REACH THE STATION FROM THE INTERSECTION OF CAHONE AND THIRD
 MG0779'STREETS IN WEST LIBERTY GO ABOUT 0.1 MILE SOUTH ON CAHONE STREET
 MG0779'TO T-ROAD WEST, TURN RIGHT AND GO 2.0 MILES WESTERLY TO END OF
 MG0779'ROAD, TURN LEFT AND GO 1.3 MILES SOUTH TO A FARM ON THE RIGHT,
 MG0779'TURN RIGHT AND PASS THROUGH BARNYARD, GO ABOUT 0.3 MILE
 MG0779'NORTHWESTERLY TO NORTHWEST CORNER OF PASTURE AND END OF TRUCK
 MG0779'TRAVEL.  STATION IS ABOUT 232 FEET NORTH OF E/W FENCE.
 MG0779
 MG0779                          STATION RECOVERY (1968)
 MG0779
 MG0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MG0779'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AS
 MG0779'PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION BY THE U.S.
 MG0779'GEOLOGICAL SURVEY.  REFERENCE MARK NO. 1 WAS REPORTED DESTROYED
 MG0779'IN 1957.
 MG0779'
 MG0779'REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK WAS ESTABLISHED BY
 MG0779'THE U.S. GEOLOGICAL SURVEY.
 MG0779'
 MG0779'FOLLOWING IS A DESCRIPTION FOR THE MARKS SET BY THE U.S.
 MG0779'GEOLOGICAL SURVEY.
 MG0779'
 MG0779'REFERENCE MARK NO. 3, A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 MG0779'MARK DISK STAMPED LIBERTY E. BASE 3 1968, CRIMPED ON A 10 FOOT
 MG0779'LENGTH OF COPPER COATED ROD, DRIVEN FLUSH WITH THE GROUND AND SET
 MG0779'IN A 6-INCH TILE FILLED WITH GRAVEL.  IT IS 233 FEET NORTH OF
 MG0779'A FENCE CORNER, AND 0.5 FEET EAST OF A NORTH-SOUTH FENCE AND
 MG0779'A METAL WITNESS POST.
 MG0779'
 MG0779'AZIMUTH MARK, A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 MG0779'NICHOLS 1968, CRIMPED ON A 10 FOOT LENGTH OF COPPER COATED
 MG0779'ROD, DRIVEN FLUSH WITH THE SURFACE OF THE GROUND AND SET IN A
 MG0779'6-INCH TILE FILLED WITH GRAVEL.  IT IS 72 FEET SOUTHEAST OF THE
 MG0779'JUNCTION OF A T-ROAD NORTH, 68 FEET EAST OF THE NORTHEAST CORNER
 MG0779'OF YARD FENCE AROUND A FARMHOUSE, 40 FEET SOUTH OF THE CENTER OF
 MG0779'AN EAST-WEST GRAVELED ROAD, 23 FEET EAST OF A POWERLINE POLE,
 MG0779'AND 2.3 FEET NORTH OF OF RIGHT-OF-WAY FENCE AND A METAL WITNESS
 MG0779'POST.
 MG0779'
 MG0779'TO REACH THE AZIMUTH MARK (NICHOLS USGS) FROM THE JUNCTION OF
 MG0779'STATE HIGHWAY 22 AND STATE HIGHWAY 76 IN NICHOLS, GO EAST ON
 MG0779'STATE HIGHWAYS 22 AND 76 FOR 1.4 MILES TO A GRAVEL ROAD
 MG0779'CROSSING.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 3.0
 MG0779'MILES TO A GRAVEL ROAD CROSSING.  TURN LEFT AND GO WEST ON A
 MG0779'GRAVEL ROAD FOR 0.5 MILE TO A T-ROAD JUNCTION AND THE MARK ON
 MG0779'THE LEFT.
 MG0779'
 MG0779'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI. E, AND 3
 MG0779'MI. N OF NICHOLS.
 MG0779
 MG0779                          STATION RECOVERY (1968)
 MG0779
 MG0779'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0779'STATION MARK AND REF. MK. 2 WERE FOUND IN GOOD CONDITION AND
 MG0779'AS DESCRIBED.
 MG0779'
 MG0779'REF. MK. 3 WAS SET NEAR THE N-S FENCE W. OF THE STATION.  THE
 MG0779'MARK IS A STANDARD USGS REFERENCE MARK TABLET STAMPED LIBERTY E.
 MG0779'BASE 3 1968, 21.17 FT. (6.452M) W. OF STATION, 233 FT. N. OF A
 MG0779'FENCE CORNER AND 0.5 FT. E. OF THE N-S FENCE AND A METAL WITNESS
 MG0779'POST.  THE TABLE IS CRIMPED ON A COPPERCOATED ROD, DRIVEN FLUSH
 MG0779'WITH THE GROUND AND SET IN A 6-INCH TILE FILLED WITH
 MG0779'GRAVEL.
 MG0779'
 MG0779'STATION NICHOLS AZ. MK. IS V.G. AND WILL SERVE AS AN AZIMUTH
 MG0779'MARK.  AN ASTRONOMIC AZIMUTH WAS OBSERVED AT THIS STATION.
 MG0779
 MG0779                          STATION RECOVERY (1969)
 MG0779
 MG0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0779'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 MG0779'TO BE IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED AND
 MG0779'IS BELIEVED TO HAVE BEEN DESTROYED AS STATED IN THE 1957
 MG0779'RECOVERY NOTE.  REFERENCE MARKS 3 AND 4, AND AN AZIMUTH MARK
 MG0779'WERE ESTABLISHED AT THIS TIME.  A DIFFERENCE OF 0.102 METERS
 MG0779'WAS NOTED AND VERIFIED IN THE DISTANCE TO REFERENCE MARK 2.
 MG0779'
 MG0779'THE STATION IS LOCATED ABOUT 17 MILES NORTHWEST OF MUSCATINE,
 MG0779'16 MILES SOUTHEAST OF IOWA CITY, 3 MILES SOUTHWEST OF WEST
 MG0779'LIBERTY, ON THE WEST SIDE OF SECTION 22, T78N, R4W AND ON THE
 MG0779'PROPERTY OF MR. MARVIN WINDUS.
 MG0779'
 MG0779'TO REACH THE STATION FROM THE POST OFFICE IN WEST LIBERTY, GO
 MG0779'WEST ON THIRD STREET FOR 0.2 MILE TO A T-INTERSECTION.  TURN
 MG0779'LEFT CROSSING THE RAILROAD TRACKS AND GO SOUTH AND SOUTHWEST ON
 MG0779'A SURFACED ROAD, MUSCATINE COUNTY ROAD F62, FOR 1.4 MILES TO
 MG0779'A PAVED SIDE ROAD LEFT.  CONTINUE AHEAD ON THE COUNTY ROAD FOR
 MG0779'1.7 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE
 MG0779'COUNTY ROAD FOR 0.5 MILE TO A GATE ON THE LEFT, AND THE AZIMUTH
 MG0779'MARK.  TURN LEFT PASSING THROUGH THE GATE AND GO SOUTH ALONG
 MG0779'THE EAST SIDE OF A FENCE FOR 0.25 MILE TO A FENCE CORNER.  TURN
 MG0779'LEFT AND GO EAST ALONG THE NORTH SIDE OF A FENCE FOR 0.25 MILE
 MG0779'TO A FENCE CORNER.  TURN RIGHT AND GO SOUTH ALONG THE WEST
 MG0779'SIDE OF A FENCE FOR 0.05 MILE TO THE MARK ON THE LEFT AS
 MG0779'DESCRIBED.
 MG0779'
 MG0779'THE STATION MARK IS A STANDARD DISK STAMPED EAST BASE 1930, SET
 MG0779'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 12
 MG0779'INCHES BELOW THE GROUND SURFACE.  IT IS 230 FEET NORTH OF A FENCE
 MG0779'AND 21 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED
 MG0779'SET IN A NORTH-SOUTH FENCE.  NOTE 1A7A
 MG0779'
 MG0779'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EAST BASE NO 2 1930,
 MG0779'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 MG0779'FLUSH WITH THE GROUND SURFACE.  IT IS 9 FEET NORTHEAST OF A
 MG0779'FENCE CORNER, 8 FEET NORTH OF A FENCE AND 7 FEET EAST OF A
 MG0779'FENCE.  NOTE 11A
 MG0779'
 MG0779'REFERENCE MARK 3 IS A STANDARD DISK STAMPED EAST BASE 1930 NO 3
 MG0779'1969, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 MG0779'INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 MG0779'SURFACE.  IT IS 138 FEET NORTH OF A METAL WITNESS POST WITH
 MG0779'SIGN ATTACHED AND 1 FOOT EAST OF A FENCE.  NOTE 11B
 MG0779'
 MG0779'REFERENCE MARK 4 IS A STANDARD DISK STAMPED EAST BASE 1930 NO 4
 MG0779'1969, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 MG0779'INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MG0779'69.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED AND
 MG0779'3 FEET EAST OF A FENCE.  NOTE 11B
 MG0779'
 MG0779'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EAST BASE 1930
 MG0779'1969, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 MG0779'INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 MG0779'SURFACE.  IT IS 51 FEET SOUTH OF THE CENTER OF THE SURFACED
 MG0779'COUNTY ROAD, 27 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTHEAST
 MG0779'OF THE EAST GATE POST OF A GATE AND 1 FOOT SOUTH OF A METAL
 MG0779'WITNESS POST WITH SIGN ATTACHED.  NOTE 16B
 MG0779'
 MG0779'NO MEASUREMENT BETWEEN THE RMS DUE TO A ROW OF HEDGE TREES.
 MG0779'
 MG0779'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MG0779'3 MILES SOUTHWEST OF WEST LIBERTY.
 MG0779
 MG0779                          STATION RECOVERY (1971)
 MG0779
 MG0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MG0779'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE
 MG0779'1968 AND 1969 DESCRIPTIONS AND ALL MARKS WERE FOUND IN GOOD
 MG0779'CONDITION.  THE AZIMUTH MARK SET IN 1969 WAS FOUND OBSTRUCTED BY
 MG0779'A TREE AT THE STATION SITE.  THIS STATION WAS RECOVERED TO
 MG0779'MAKE A TIE BETWEEN THE AZIMUTH MARK 1969 AND AZIMUTH MARK
 MG0779'(NICHOLS USGS).  SINCE THE AZIMUTH MARK WAS OBSTRUCTED THE TIE
 MG0779'WAS MADE BETWEEN AZIMUTH MARK (NICHOLS USGS) AND THE WEST
 MG0779'LIBERTY DEBUQUE PKG CO RAD KGM 356, 1969 AND THE DIRECTION
 MG0779'CHECKED BY 5.8 SECONDS.  NO OTHER MEASUREMENTS OR TIES WERE
 MG0779'MADE.
 MG0779'
 MG0779'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 MG0779'SOUTHWEST OF LIBERTY.
 MG0779
 MG0779                          STATION RECOVERY (1998)
 MG0779
 MG0779'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0779'MARK NOT FOUND.
 MG0779
 MG0779                          STATION RECOVERY (1998)
 MG0779
 MG0779'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0786 ***********************************************************************
 MG0786  DESIGNATION -  LIBERTY W BASE AZ MK
 MG0786  PID         -  MG0786
 MG0786  STATE/COUNTY-  IA/JOHNSON
 MG0786  USGS QUAD   -  WEST LIBERTY SW (1965)
 MG0786
 MG0786                         *CURRENT SURVEY CONTROL
 MG0786  ___________________________________________________________________
 MG0786* NAD 83(1996)-  41 31 52.11911(N)    091 26 41.44401(W)     ADJUSTED  
 MG0786* NAVD 88     -       224.1    (meters)     735.     (feet)  VERTCON   
 MG0786  ___________________________________________________________________
 MG0786  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 MG0786  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 MG0786
 MG0786  HORZ ORDER  -  SECOND
 MG0786
 MG0786.The horizontal coordinates were established by classical geodetic methods
 MG0786.and adjusted by the National Geodetic Survey in May 1999..
 MG0786
 MG0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0786
 MG0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0786
 MG0786.The geoid height was determined by GEOID03.
 MG0786
 MG0786;                    North         East     Units Scale Factor Converg.
 MG0786;SPC IA S     -   172,059.772   671,493.316   MT  0.99996495   +1 21 13.4
 MG0786;UTM  15      - 4,598,889.380   629,737.249   MT  0.99980714   +1 01 52.5
 MG0786
 MG0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0786!SPC IA S     -   0.99996999  x   0.99996495  =   0.99993494
 MG0786!UTM  15      -   0.99996999  x   0.99980714  =   0.99977713
 MG0786
 MG0786:                Primary Azimuth Mark                     Grid Az
 MG0786:SPC IA S     -  LIBERTY WEST BASE                        037 05 23.1
 MG0786:UTM  15      -  LIBERTY WEST BASE                        037 24 44.0
 MG0786
 MG0786|---------------------------------------------------------------------|
 MG0786| PID    Reference Object                     Distance      Geod. Az  |
 MG0786|                                                           dddmmss.s |
 MG0786| MG0783 LIBERTY WEST BASE                   APPROX. 2.5 KM 0382636.5 |
 MG0786|---------------------------------------------------------------------|
 MG0786
 MG0786                          SUPERSEDED SURVEY CONTROL
 MG0786
 MG0786  NAD 83(1986)-  41 31 52.11919(N)    091 26 41.45242(W) AD(       ) 2
 MG0786  NAD 27      -  41 31 52.04072(N)    091 26 40.86839(W) AD(       ) 2
 MG0786  NGVD 29 (07/19/86)  224.1    (m)          735.     (f) VERT ANG       
 MG0786
 MG0786.Superseded values are not recommended for survey control.
 MG0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0786.See file dsdata.txt to determine how the superseded data were derived.
 MG0786
 MG0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2973798889(NAD 83)
 MG0786_MARKER: DZ = AZIMUTH MARK DISK
 MG0786_SETTING: 0 = UNSPECIFIED SETTING
 MG0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0786
 MG0786  HISTORY     - Date     Condition        Report By
 MG0786  HISTORY     - 1968     MONUMENTED       USGS
 MG0786  HISTORY     - 20060603 MARK NOT FOUND   GEOCAC
 MG0786
 MG0786                          STATION DESCRIPTION
 MG0786
 MG0786'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0786'STATION IS LOCATED ABOUT 4.5 MI E. AND 1.6 MI S. OF HILLS, ABOUT
 MG0786'3.0 MI N. AND 1.0 MI W. OF LONE TREE, ABOUT 1.3 MI S. AND 1.0 MI
 MG0786'W. OF USC AND GS TRIANGULATION STATION LIBERTY W. BASE, ABOUT
 MG0786'0.1 MI S. OF QUARTER COR. BETWEEN SECS. 28 AND 29, T. 78 N.,
 MG0786'R. 5 W., IN THE RIGHT-OF-WAY OF A N.-S. GRAVEL RD.
 MG0786'
 MG0786'TO REACH THE STATION FROM THE POST OFFICE AT HILLS, DRIVE 1/2
 MG0786'BLOCK N. TO JCT. WITH CO. HWY. G, TURN RIGHT AND DRIVE E. ON
 MG0786'CO. HWY. G FOR 4.7 MI TO JCT. OF CO. HWY. M LEADING N. AND A
 MG0786'GRAVEL RD. LEADING S., TURN RIGHT AND DRIVE S. ON GRAVEL RD. FOR
 MG0786'1.6 MI TO STATION ON THE RIGHT.
 MG0786'
 MG0786'STATION MARK IS A STANDARD AZIMUTH MARK TABLET STAMPED LIBERTY
 MG0786'W. BASE 1968 CRIMPED ON A 10 FT LENGTH OF COPPER COATED ROD,
 MG0786'DRIVEN FLUSH WITH THE GROUND AND SET IN 6 IN. TILE FILLED WITH
 MG0786'GRAVEL, 27 FT W. OF CENTER OF THE N.-S. RD., 19 FT S. OF CENTER
 MG0786'OF ENTRANCE TO FIELD W., 2 FT E. OF THE RIGHT-OF-WAY FENCE AND 1
 MG0786'FT S. OF A METAL WITNESS POST.
 MG0786'
 MG0786'STANDARD BRACED TRIPOD USED.
 MG0786
 MG0786                          STATION RECOVERY (2006)
 MG0786
 MG0786'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MG0786'THIS PART OF ROAD BETWEEN SEC 28 AND 29 IS DIRT. NO WITNESS POST.
 MG0786'FIELD ENTRANCE APPEARS REGRADED TO WIDEN IT, WITH FORMER FENCE LINE
 MG0786'LOWERED AND DITCH FILLED IN AREA OF COORDINATES. WOODEN FENCE POSTS TO
 MG0786'NORTH APPEAR CONSISTENT WITH GATE LOCATION. BRIEF SEARCH FOUND NO
 MG0786'EVIDENCE OF DISK OR TILE. MARK IS EITHER BURIED OR GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0785 ***********************************************************************
 MG0785  DESIGNATION -  LIBERTY W BASE RM A
 MG0785  PID         -  MG0785
 MG0785  STATE/COUNTY-  IA/JOHNSON
 MG0785  USGS QUAD   -  WEST LIBERTY SW (1965)
 MG0785
 MG0785                         *CURRENT SURVEY CONTROL
 MG0785  ___________________________________________________________________
 MG0785* NAD 83(1996)-  41 32 57.93572(N)    091 25 32.92872(W)     ADJUSTED  
 MG0785* NAVD 88     -       224.0    (meters)     735.     (feet)  VERTCON   
 MG0785  ___________________________________________________________________
 MG0785  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 MG0785  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 MG0785
 MG0785  HORZ ORDER  -  FIRST
 MG0785
 MG0785.The horizontal coordinates were established by classical geodetic methods
 MG0785.and adjusted by the National Geodetic Survey in May 1999..
 MG0785
 MG0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0785
 MG0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0785
 MG0785.The geoid height was determined by GEOID03.
 MG0785
 MG0785;                    North         East     Units Scale Factor Converg.
 MG0785;SPC IA S     -   174,127.344   673,032.739   MT  0.99996684   +1 21 58.6
 MG0785;UTM  15      - 4,600,947.939   631,288.034   MT  0.99981212   +1 02 39.3
 MG0785
 MG0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0785!SPC IA S     -   0.99997000  x   0.99996684  =   0.99993684
 MG0785!UTM  15      -   0.99997000  x   0.99981212  =   0.99978213
 MG0785
 MG0785|---------------------------------------------------------------------|
 MG0785| PID    Reference Object                     Distance      Geod. Az  |
 MG0785|                                                           dddmmss.s |
 MG0785| MG0783 LIBERTY WEST BASE                    53.656 METERS 19750     |
 MG0785| MG0885 HILLS GAS ELEC CO MWV KHN 63        APPROX. 9.8 KM 2853313.4 |
 MG0785| MG0884 AVIATION RM 4                       APPROX.17.2 KM 3024812.8 |
 MG0785|---------------------------------------------------------------------|
 MG0785
 MG0785                          SUPERSEDED SURVEY CONTROL
 MG0785
 MG0785  NAD 83(1986)-  41 32 57.93577(N)    091 25 32.93818(W) AD(       ) 1
 MG0785  NAD 27      -  41 32 57.85663(N)    091 25 32.35396(W) AD(       ) 1
 MG0785  NGVD 29 (07/19/86)  224.0    (m)          735.     (f) VERT ANG       
 MG0785
 MG0785.Superseded values are not recommended for survey control.
 MG0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0785.See file dsdata.txt to determine how the superseded data were derived.
 MG0785
 MG0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG3128800948(NAD 83)
 MG0785_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MG0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0785+STABILITY: SURFACE MOTION
 MG0785
 MG0785  HISTORY     - Date     Condition        Report By
 MG0785  HISTORY     - 1969     MONUMENTED       CGS
 MG0785
 MG0785                          STATION DESCRIPTION
 MG0785
 MG0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0785'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF IOWA CITY,
 MG0785'9 MILES WEST-SOUTHWEST OF WEST LIBERTY, ON THE EAST SIDE OF THE
 MG0785'NORTHEAST 1/4 SECTION OF SECTION 21, T78N, R5W AND ON THE
 MG0785'PROPERTY OF MR. ERNEST PRIZLER.
 MG0785'
 MG0785'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK
 MG0785'STAMPED LIBERTY WEST BASE RM A 1969, SET IN THE TOP OF A
 MG0785'ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND IS
 MG0785'15 INCHES BELOW THE GROUND SURFACE.  IT IS 139 FEET NORTH OF A
 MG0785'LONE OAK TREE, 118 FEET NORTH OF A FENCE, AND 89 FEET WEST OF
 MG0785'A FENCE.
 MG0785'
 MG0785'NOTE--1B7A
 MG0785'
 MG0785'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 MG0785'LIBERTY WEST BASE 1930 AND THE DISTANCE REDUCED TO SEA LEVEL IS
 MG0785'NOTED BELOW.
 MG0785'
 MG0785'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 MG0785'LIBERTY WEST BASE 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0783 ***********************************************************************
 MG0783  DESIGNATION -  LIBERTY WEST BASE
 MG0783  PID         -  MG0783
 MG0783  STATE/COUNTY-  IA/JOHNSON
 MG0783  USGS QUAD   -  WEST LIBERTY SW (1965)
 MG0783
 MG0783                         *CURRENT SURVEY CONTROL
 MG0783  ___________________________________________________________________
 MG0783* NAD 83(1996)-  41 32 56.28010(N)    091 25 33.63775(W)     ADJUSTED  
 MG0783* NAVD 88     -       224.8    (meters)     738.     (feet)  VERTCON   
 MG0783  ___________________________________________________________________
 MG0783  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 MG0783  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 MG0783
 MG0783  HORZ ORDER  -  FIRST
 MG0783
 MG0783.The horizontal coordinates were established by classical geodetic methods
 MG0783.and adjusted by the National Geodetic Survey in May 1999..
 MG0783
 MG0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0783
 MG0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0783
 MG0783.The geoid height was determined by GEOID03.
 MG0783
 MG0783;                    North         East     Units Scale Factor Converg.
 MG0783;SPC IA S     -   174,075.891   673,017.529   MT  0.99996679   +1 21 58.1
 MG0783;UTM  15      - 4,600,896.580   631,272.538   MT  0.99981207   +1 02 38.8
 MG0783
 MG0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0783!SPC IA S     -   0.99996988  x   0.99996679  =   0.99993667
 MG0783!UTM  15      -   0.99996988  x   0.99981207  =   0.99978195
 MG0783
 MG0783|---------------------------------------------------------------------|
 MG0783| PID    Reference Object                     Distance      Geod. Az  |
 MG0783|                                                           dddmmss.s |
 MG0783| MG0785 LIBERTY W BASE RM A                  53.656 METERS 01750     |
 MG0783| MG0776 WEST BRANCH MUNICIPAL TANK          APPROX.15.3 KM 0242301.4 |
 MG0783| CL9750 LIBERTY W BASE RM 1 RESET            42.809 METERS 08547     |
 MG0783| MG0784 LIBERTY W BASE RM 2                 153.861 METERS 15453     |
 MG0783| MG0786 LIBERTY W BASE AZ MK                APPROX. 2.5 KM 2182721.5 |
 MG0783| CL9752 LIBERTY W BASE RM 4                  30.782 METERS 24537     |
 MG0783| MG0885 HILLS GAS ELEC CO MWV KHN 63        APPROX. 9.8 KM 2855206.6 |
 MG0783| CL9751 LIBERTY W BASE RM 3                  22.884 METERS 30335     |
 MG0783| MG0880 IOWA CITY CO POOR FARM WTR TK       APPROX.18.9 KM 3085951.3 |
 MG0783| MG0882 IOWA CITY MUNICIPAL APT BCN         APPROX.13.9 KM 3170548.1 |
 MG0783| MG0875 CORALVILLE TB HOSPITAL STACK        APPROX.22.8 KM 3193937.5 |
 MG0783| MG0873 IOWA CITY NEW MEDIC SCH SW COR      APPROX.16.1 KM 3205226.1 |
 MG0783| MG0877 IOWA CITY NEW U HEAT PLT W STK      APPROX.15.3 KM 3214055.3 |
 MG0783| MG0881 IOWA CITY NEW U HEAT PLT E STK      APPROX.15.3 KM 3214447.5 |
 MG0783| MG0878 IOWA CITY OLD U HEAT PLT STK        APPROX.15.4 KM 3230402.8 |
 MG0783| MG0876 IOWA CITY WEST AERIAL               APPROX.15.4 KM 3230651.3 |
 MG0783| MG0871 IOWA CITY EAST AERIAL               APPROX.15.4 KM 3231604.6 |
 MG0783| MG0872 IOWA CITY MUNICIPAL TANK            APPROX.16.1 KM 3292025.2 |
 MG0783| CL9749 LIBERTY W BASE AZ MK 2                             3433804.2 |
 MG0783|---------------------------------------------------------------------|
 MG0783
 MG0783                          SUPERSEDED SURVEY CONTROL
 MG0783
 MG0783  NAD 83(1986)-  41 32 56.28023(N)    091 25 33.64718(W) AD(       ) 1
 MG0783  NAD 27      -  41 32 56.20100(N)    091 25 33.06300(W) AD(       ) 1
 MG0783  NGVD 29 (07/19/86)  224.8    (m)          738.     (f) VERT ANG       
 MG0783
 MG0783.Superseded values are not recommended for survey control.
 MG0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0783.See file dsdata.txt to determine how the superseded data were derived.
 MG0783
 MG0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG3127300897(NAD 83)
 MG0783_MARKER: DS = TRIANGULATION STATION DISK
 MG0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0783
 MG0783  HISTORY     - Date     Condition        Report By
 MG0783  HISTORY     - 1930     MONUMENTED       CGS
 MG0783  HISTORY     - 1930     GOOD             CGS
 MG0783  HISTORY     - 1931     GOOD             IOWAGS
 MG0783  HISTORY     - 1957     GOOD             CGS
 MG0783  HISTORY     - 1968     GOOD             CGS
 MG0783  HISTORY     - 1975     GOOD             NGS
 MG0783
 MG0783                          STATION DESCRIPTION
 MG0783
 MG0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0783'STATION IS ABOUT 9 MILES S AND 6 MILES E OF IOWA CITY, 0.4
 MG0783'MILE S OF THE LENNBAUGH SCHOOLHOUSE, ON THE E SIDE OF THE NE
 MG0783'1/4 SEC. 21, T 78 N, R 5 W, ON PASTURE LAND OWNED BY MRS. MARY
 MG0783'PRITZLER WHO LIVES ABOUT 350 FEET W.  THE STATION IS 54.3 METERS
 MG0783'W OF THE CENTER LINE OF THE SECTION-LINE ROAD (COUNTY ROAD M)
 MG0783'AND 10.1 METERS S OF THE PRIVATE LANE TO MRS. PRITZLERS HOUSE.
 MG0783'AT THE CORNER WHERE THE LANE TURNS IN W FROM THE ROAD, THERE
 MG0783'ARE THREE LARGE MAPLES IN A ROW S OF THE LANE.  THE MARK,
 MG0783'WHICH IS 12 INCHES BELOW THE SURFACE, IS 25.77 METERS S OF W
 MG0783'OF THE W MAPLE, AND 7.08 METERS S OF A FENCE AND 43.78
 MG0783'METERS W OF A FENCE.
 MG0783'
 MG0783'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MG0783'DISKS SET IN CONCRETE.
 MG0783'
 MG0783'REFERENCE MARK NO. 1, A FLUSH MARK, IS NEAR THE FENCE LINE ON THE
 MG0783'W SIDE OF THE ROAD AT A POINT JUST E OF THE STATION.  IT IS
 MG0783'0.96 METER W OF THE FENCE, 11.5 METERS W OF THE CENTER LINE OF
 MG0783'THE SECTION ROAD, AND 7.5 METERS S OF THE CENTER LINE OF THE LANE.
 MG0783'REFERENCE MARK NO. 2, A FLUSH MARK, IS IN A FENCE LINE ON THE E
 MG0783'SIDE OF THE SECTION ROAD ABOUT 100 METERS S OF THE STATION.
 MG0783'IT IS 10.85 METERS E OF THE CENTER LINE OF THE ROAD AND 0.37
 MG0783'METER E OF A FENCE LINE.
 MG0783'
 MG0783'TO REACH FROM IOWA CITY, GO S FROM THE CENTER OF TOWN TO KIRKWOOD
 MG0783'STREET, THENCE E TO WHERE IT BECOMES COUNTY ROAD M.  FOLLOW
 MG0783'THIS MAIN GRAVELED HIGHWAY SE 6.5 MILES, S 2.7 MILES, E 1 MILE,
 MG0783'S 1.5 MILES TO STATION.
 MG0783'
 MG0783'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MG0783
 MG0783                          STATION RECOVERY (1930)
 MG0783
 MG0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (ITS)
 MG0783'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.  DESCRIPTION
 MG0783'GOOD.
 MG0783
 MG0783                          STATION RECOVERY (1931)
 MG0783
 MG0783'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1931
 MG0783'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.  DID NOT UNCOVER
 MG0783'STATION.  DESCRIPTION GOOD.
 MG0783
 MG0783                          STATION RECOVERY (1957)
 MG0783
 MG0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 MG0783'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 MG0783'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING--
 MG0783'
 MG0783'LAND OWNER IS NOW ERNEST PRIZLER AND THE LARGE MAPLES HAVE BEEN
 MG0783'CUT DOWN, AND THE FENCE ON THE SOUTH SIDE OF THE LANE REMOVED
 MG0783'
 MG0783'STATION IS 103 FEET EAST-NORTHEAST OF A POWER POLE, 74 FEET
 MG0783'WEST-SOUTHWEST OF A 10 INCH ASH TREE, AND 43 FEET SOUTH OF A
 MG0783'FENCE ON NORTH SIDE OF LANE.
 MG0783'
 MG0783'REFERENCE MARK NO. 1 IS 39 FEET WEST OF C/L ROAD AND 36.5 FEET
 MG0783'SOUTH OF A POWER POLE.
 MG0783'
 MG0783'REFERENCE MARK NO. 2 IS 34 FEET EAST OF C/L OF ROAD AND 27
 MG0783'FEET NORTH OF A POWER POLE.  DISTANCE TO MARK COULD NOT BE
 MG0783'MEASURED BECAUSE OF CORN IN FIELD SOUTH OF STATION.
 MG0783
 MG0783                          STATION RECOVERY (1968)
 MG0783
 MG0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JFS)
 MG0783'STATION MK. AND REF. MK. 2 WERE FOUND AS DESCIRBED.  REF. MK. 1 HAD
 MG0783'BEEN STRUCK BY A BULLDOZER AND WAS LEANING.  THE MARK WAS
 MG0783'STRAIGHTENED UP IN ITS APPROXIMATE ORIGINAL POSITION.
 MG0783'
 MG0783'AN AZ. MK. WAS SET ABOUT 1.5 MI. S.W. OF STATION.  THE MARK IS A
 MG0783'USGS AZIMUTH MARK TABLET STAMPED LIBERTY W. BASE 1968, CRIMPED ON A
 MG0783'COPPER COATED ROD DRIVEN FLUSH WITH THE GROUND AND SET IN A 6-INCH
 MG0783'TILE FILLED WITH GRAVEL, 27 FT. W. OF CENTERLINE OF N-S
 MG0783'SECTION-LINE ROAD, 19 FT. S. OF CENTERLINE OF A FIELD ENTRANCE TO
 MG0783'W., 2 FT. E. OF RIGHT-OF-WAY FENCE AND 1 FT. S. OF A METAL WITNESS
 MG0783'POST.
 MG0783'
 MG0783'TO REACH THE AZ. MK. FROM THE STATION DRIVE S. ON COUNTY ROAD M
 MG0783'FOR 0.7 MI., TURN RIGHT ON GRAVEL ROAD AND DRIVE W. 1.0
 MG0783'MI. TO A CROSSROAD, TURN LEFT AND DRIVE S. FOR 0.6 MI. TO TOP OF
 MG0783'RISE AND STATION ON RIGHT.
 MG0783'
 MG0783'AN ASTRONOMIC AZIMUTH WAS OBSERVED AT THIS STATION.
 MG0783
 MG0783                          STATION RECOVERY (1975)
 MG0783
 MG0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MG0783'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AND
 MG0783'FOUND IN GOOD CONDITION.  BY REQUEST OF THE PROPERTY OWNER,
 MG0783'REFERENCE MARK 3 HAD TO BE MOVED THIS DATE.  REFERENCE MARK 4 WAS
 MG0783'ESTABLISHED THIS DATE.  FOLLOWING IS A NEW COMPLETE DESCRITION--
 MG0783'
 MG0783'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTH AND 6.0 MILES EAST OF
 MG0783'IOWA CITY AND 4.0 MILES NORTH OF LONE TREE, ON THE EAST SIDE OF THE
 MG0783'NE 1/4 SEC. 21, T 78 N, R 5 W, ON PROPERTY OWNED BY MR. CHARLES
 MG0783'HEPLER, ROUTE 1, BOX 116, LONE TREE, IOWA 52755.
 MG0783'
 MG0783'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 405
 MG0783'AND COUNTY ROUTE X 14 AT THE NORTH EDGE OF LONE TREE, GO NORTH ON
 MG0783'COUNTY ROUTE X 14 FOR 3.65 MILES TO DRIVEWAY TO FARM HOME ON THE
 MG0783'LEFT, TURN LEFT AND GO WEST ON THE DRIVEWAY FOR ABOUT 170 FEET TO THE
 MG0783'STATION ON THE LEFT.
 MG0783'
 MG0783'THE STATION MARK IS A STANDARD DISK STAMPED WEST BASE 1930, SET IN
 MG0783'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 12 INCHES
 MG0783'BELOW THE GROUND SURFACE.  IT IS 103 FEET EAST-NORTHEAST OF A POWER
 MG0783'POLE, 74 FEET WEST-SOUTHWEST OF A 16-INCH TREE AND 33 FEET SOUTH
 MG0783'OF THE CENTER OF THE DRIVEWAY.
 MG0783'
 MG0783'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WEST BASE NO 1 1930, SET
 MG0783'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 MG0783'INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET SOUTH OF THE CENTER
 MG0783'OF THE DRIVEWAY, 14 FEET SOUTH-SOUTHWEST OF THE SOUTH END GATE
 MG0783'POST AND 3 FEET WEST OF A METAL WITNESS POST IN A NORTH-SOUTH
 MG0783'FENCELINE.
 MG0783'
 MG0783'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WEST BASE NO 2 1930, SET
 MG0783'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 MG0783'INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET EAST OF THE CENTER
 MG0783'OF ROUTE X 14, 27 FEET NORTH OF A POWER POLE AND 1.5 FEET EAST OF A
 MG0783'METAL WITNESS POST IN A NORTH-SOUTH FENCELINE.
 MG0783'
 MG0783'REFERENCE MARK 4 IS A 4 INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MG0783'LIBERTY WEST BASE 1930 NO 4 1975, AND SET FLUSH WITH THE GROUND
 MG0783'SURFACE.  IT IS 74 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 2 FEET
 MG0783'EAST OF THE POWER POLE AND 6 INCHES NORTH OF A METAL WITNESS POST.
 MG0783'
 MG0783'TO REACH REFERENCE MARK 2 FROM THE STATION, GO EAST ON THE DRIVEWAY
 MG0783'TO ROUTE X 14, TURN RIGHT AND GO SOUTH ON ROUTE X 14 FOR 0.1 MILE TO
 MG0783'THE REFERENCE MARK ON THE LEFT.
 MG0783'
 MG0783'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES NORTH OF
 MG0783'LONE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0832 ***********************************************************************
 NL0832  DESIGNATION -  LIDDERDALE IMM LUTH CH SPIRE
 NL0832  PID         -  NL0832
 NL0832  STATE/COUNTY-  IA/CARROLL
 NL0832  USGS QUAD   -  CARROLL NE (1980)
 NL0832
 NL0832                         *CURRENT SURVEY CONTROL
 NL0832  ___________________________________________________________________
 NL0832* NAD 83(1996)-  42 07 39.49315(N)    094 46 59.46092(W)     ADJUSTED  
 NL0832* NAVD 88     -                                                        
 NL0832  ___________________________________________________________________
 NL0832  LAPLACE CORR-           6.95  (seconds)                    DEFLEC99
 NL0832  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 NL0832
 NL0832  HORZ ORDER  -  THIRD
 NL0832
 NL0832.The horizontal coordinates were established by classical geodetic methods
 NL0832.and adjusted by the National Geodetic Survey in May 1999..
 NL0832
 NL0832
 NL0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0832
 NL0832.The geoid height was determined by GEOID03.
 NL0832
 NL0832;                    North         East     Units Scale Factor Converg.
 NL0832;SPC IA N     - 1,070,520.847 1,393,905.170   MT  0.99998949   -0 52 10.8
 NL0832;UTM  15      - 4,665,486.481   352,614.037   MT  0.99986729   -1 11 46.8
 NL0832
 NL0832                          SUPERSEDED SURVEY CONTROL
 NL0832
 NL0832  NAD 83(1986)-  42 07 39.48994(N)    094 46 59.46472(W) AD(       ) 4
 NL0832  NAD 27      -  42 07 39.55300(N)    094 46 58.53400(W) AD(       ) 3
 NL0832
 NL0832.Superseded values are not recommended for survey control.
 NL0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0832.See file dsdata.txt to determine how the superseded data were derived.
 NL0832
 NL0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG5261465486(NAD 83)
 NL0832_MARKER: 90 = CHURCH SPIRE
 NL0832
 NL0832  HISTORY     - Date     Condition        Report By
 NL0832  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0832
 NL0832                          STATION DESCRIPTION
 NL0832
 NL0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0832'THIS STATION IS THE WHITE SPIRE ON THE IMMANUEL LUTHERAN
 NL0832'CHURCH IN THE VILLAGE OF LIDDERDALE, IOWA.  IT IS LOCATED
 NL0832'IN THE NORTHERN PART OF THE VILLAGE, ON THE E SIDE OF THE
 NL0832'MAIN STREET.  THE CHURCH FACES S.  IT IS IN SECTION 35, T
 NL0832'85 N, R 34 W.  IT IS NOT KNOWN WHEN IT WAS ERECTED.  THE
 NL0832'CORNER STONE GIVES TWO DATES, 1901 AND 1914.  THE CORNER
 NL0832'STONE IS IN THE SW CORNER OF THE BUILDING.
 NL0832'
 NL0832'THE SPIRE IS OVER THE MAIN ENTRANCE OF THE CHURCH AND ITS BASE
 NL0832'IS A WHITE SQUARE COLUMN ABOUT 40 FEET HIGH.  IN THE BOTTOM
 NL0832'OF THIS COLUMN IS THE MAIN ENTRANCE, OVER WHICH IS A TRANSOM
 NL0832'AND AN ELECTRIC LIGHT.  THE TRANSOM IS GOTHIC AND OF STAINED
 NL0832'GLASS.  ABOVE THE TRANSOM IS A DIAMOND-SHAPED PLAQUE, WITH THE
 NL0832'WORDS IMMANUEL LUTHERAN CHURCH, MO. SYNOD.  ABOVE THIS THERE
 NL0832'IS A ROUND STAINED-GLASS WINDOW.  ON TOP OF THIS COLUMN THERE
 NL0832'IS A SMALLER WHITE COLUMN ABOUT 15 FEET HIGH AND WITH GREEN
 NL0832'LOUVERED GOTHIC WINDOWS ON EACH SIDE.  ABOVE THIS SECTION
 NL0832'THERE IS A HEXAGONAL SHINGLED SPIRE ABOUT 15 FEET HIGH, WITH
 NL0832'A FINIAL OF ORNAMENTAL IRON WORK AT THE TIP.  THE TOTAL
 NL0832'HEIGHT IS ABOUT 75 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1049 ***********************************************************************
 OP1049  DESIGNATION -  LIFE
 OP1049  PID         -  OP1049
 OP1049  STATE/COUNTY-  IA/EMMET
 OP1049  USGS QUAD   -  WALLINGFORD (1972)
 OP1049
 OP1049                         *CURRENT SURVEY CONTROL
 OP1049  ___________________________________________________________________
 OP1049* NAD 83(1996)-  43 16 03.12980(N)    094 51 08.37199(W)     ADJUSTED  
 OP1049* NAVD 88     -       474.     (meters)    1555.     (feet)  SCALED    
 OP1049  ___________________________________________________________________
 OP1049  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 OP1049  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 OP1049
 OP1049  HORZ ORDER  -  FIRST
 OP1049
 OP1049.The horizontal coordinates were established by classical geodetic methods
 OP1049.and adjusted by the National Geodetic Survey in May 1999..
 OP1049
 OP1049.The orthometric height was scaled from a topographic map.
 OP1049
 OP1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1049
 OP1049.The geoid height was determined by GEOID03.
 OP1049
 OP1049;                    North         East     Units Scale Factor Converg.
 OP1049;SPC IA N     - 1,197,216.734 1,390,214.359   MT  1.00000016   -0 54 59.5
 OP1049;UTM  15      - 4,792,190.714   349,675.069   MT  0.99987798   -1 16 11.4
 OP1049
 OP1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1049!SPC IA N     -   0.99993013  x   1.00000016  =   0.99993029
 OP1049!UTM  15      -   0.99993013  x   0.99987798  =   0.99980812
 OP1049
 OP1049:                Primary Azimuth Mark                     Grid Az
 OP1049:SPC IA N     -  ARMSTRONG BLACK WATER TANK               065 15 21.4
 OP1049:UTM  15      -  ARMSTRONG BLACK WATER TANK               065 36 33.3
 OP1049
 OP1049|---------------------------------------------------------------------|
 OP1049| PID    Reference Object                     Distance      Geod. Az  |
 OP1049|                                                           dddmmss.s |
 OP1049| OP1024 ARMSTRONG BLACK WATER TANK          APPROX.33.4 KM 0642021.9 |
 OP1049| OP1025 RINGSTED MUNICIPAL TANK             APPROX.28.0 KM 0832242.3 |
 OP1049| CI5875 LIFE RM 1                            88.740 METERS 09640     |
 OP1049| OP1043 GRAETTINGER MUNICIPAL TANK          APPROX. 8.7 KM 1123448.7 |
 OP1049| CI5877 LIFE RM 3                            95.951 METERS 13035     |
 OP1049| OP1038 EMMETSBURG MUNICIPAL TANK           APPROX.22.0 KM 1422135.6 |
 OP1049| OP1037 EMMETSBURG BLESSED VIR MARY CH      APPROX.23.1 KM 1423652.1 |
 OP1049| CI5876 LIFE RM 2                            84.040 METERS 17439     |
 OP1049| OP1050 TERRILL MUNICIPAL TANK              APPROX.10.7 KM 2932347.6 |
 OP1049| CI5874 LIFE AZ MK                                         3491107.6 |
 OP1049|---------------------------------------------------------------------|
 OP1049
 OP1049                          SUPERSEDED SURVEY CONTROL
 OP1049
 OP1049  NAD 83(1996)-  43 16 03.12979(N)    094 51 08.37199(W) AD(       ) 1
 OP1049  NAD 83(1986)-  43 16 03.12456(N)    094 51 08.36145(W) AD(       ) 1
 OP1049  NAD 27      -  43 16 03.27200(N)    094 51 07.41400(W) AD(       ) 1
 OP1049
 OP1049.Superseded values are not recommended for survey control.
 OP1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1049.See file dsdata.txt to determine how the superseded data were derived.
 OP1049
 OP1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH4967592191(NAD 83)
 OP1049_MARKER: DS = TRIANGULATION STATION DISK
 OP1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1049
 OP1049  HISTORY     - Date     Condition        Report By
 OP1049  HISTORY     - 1934     MONUMENTED       CGS
 OP1049  HISTORY     - 1962     GOOD             IA-063
 OP1049  HISTORY     - 1963     GOOD             CGS
 OP1049  HISTORY     - 1971     GOOD             NGS
 OP1049
 OP1049                          STATION DESCRIPTION
 OP1049
 OP1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1049'THIS STATION IS ABOUT 9-1/2 MILES S OF ESTHERVILLE, 4-1/2 MILES
 OP1049'SW OF WALLINGFORD, 5-1/2 MILES WNW OF GRAETTINGER, IN THE
 OP1049'NW 1/4 OF SECTION 34, T 98 N, R 34 W, ON LAND OWNED BY THE
 OP1049'EQUITABLE LIFE INSURANCE COMPANY, AND IN CHARGE OF LEE BROWN
 OP1049'OF GILMORE CITY.  IT IS ON A HIGH ROCKY KNOLL ON THE E SIDE
 OP1049'OF AN OPEN PASTURE, 271 FEET N OF FENCE LINE, 290 FEET W OF
 OP1049'FENCE LINE AND ABOUT 0.25 MILE NE OF DWELLING, ABOUT 0.2 MILE E
 OP1049'OF THE SECTION LINE ROAD.  A KNOLL ABOUT 200 YARDS NE IN THE
 OP1049'ADJOINING FIELD IN HIGHER THAN STATION SITE, AND MARK PROJECTS
 OP1049'6 INCHES.
 OP1049'
 OP1049'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OP1049'BRONZE DISKS SET IN CONCRETE.
 OP1049'
 OP1049'REFERENCE MARK NO. 1 IS E OF THE STATION, 238 FEET N OF THE
 OP1049'SE FENCE CORNER OF PASTURE, 1 FOOT W OF THE FENCE LINE, AND
 OP1049'MARK PROJECTS 6 INCHES.
 OP1049'
 OP1049'REFERENCE MARK NO. 2 IS S OF THE STATION, 189 FEET E OF A FENCE
 OP1049'CORNER, 1 FOOT N OF FENCE LINE, AND MARK PROJECTS 6 INCHES.
 OP1049'AZIMUTH MARK IS NNW OF THE STATION, 30 FEET E OF CENTER LINE OF
 OP1049'SECTION LINE ROAD, 1 FOOT E OF FENCE LINE, 0.15 MILE S OF
 OP1049'CROSSROADS, AND MARK PROJECTS 6 INCHES.
 OP1049'
 OP1049'TO REACH FROM WALLINGFORD, GO S 0.4 MILE ON STATE HIGHWAY 17,
 OP1049'TO ITS JUNCTION WITH COUNTY ROUTE B.  THEN W 3.0 MILES.  THEN
 OP1049'S 3.35 MILES TO FARM LANE.  THEN E 0.1 MILE TO BARN LOT.  THEN
 OP1049'NE 0.25 MILE TO THE STATION.
 OP1049'
 OP1049'ALL LIGHTS ARE VG.
 OP1049
 OP1049                          STATION RECOVERY (1962)
 OP1049
 OP1049'RECOVERY NOTE BY EMMET COUNTY IOWA 1962
 OP1049'STATION AND REFERENCE MARKS ARE UNDISTURBED.  THE FARMER
 OP1049'IS NOW CULTIVATING AROUND REFERENCE MARK 1 AND APPEARS TO BE
 OP1049'STRUCK BY FARM EQUIPMENT.  THE AZIMUTH MARK COULD NOT BE FOUND
 OP1049'AS THERE HAS BEEN ROAD CONSTRUCTION IN THE VICINITY.
 OP1049
 OP1049                          STATION RECOVERY (1963)
 OP1049
 OP1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 OP1049'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 OP1049'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAS
 OP1049'PROBABLY BEEN DESTROYED WHEN THE ROAD WAS WIDENED ALONG WHICH IT
 OP1049'WAS LOCATED.  REFERENCE MARK NO. 1 WAS DESTROYED AND REFERENCE
 OP1049'MARK NO. 3 WAS ESTABLISHED AT THE REQUEST OF THE LANDOWNER.
 OP1049'A COMPLETE DESCRIPTION FOLLOWS.
 OP1049'
 OP1049'STATION IS LOCATED ABOUT 9 AND 1/2 MILES SOUTH OF ESTHERVILLE, 14
 OP1049'MILES NORTHWEST OF EMMETSBURG, 5 AND 1/2 MILES WEST-NORTHWEST OF
 OP1049'GRAETTINGER, AND 4 AND 1/2 MILES SOUTHWEST OF WALLINGFORD IN THE
 OP1049'NW 1/4 OF SEC. 34, T 98 N., R 34 W. ON LAND OWNED BY MR. WM.
 OP1049'THOMPSON.  IT IS ON A HIGH ROCKY KNOLL ON THE EAST EDGE OF
 OP1049'PASTURE, 315 FEET NORTHWEST OF THE NORTHWEST CORNER OF CORNCRIB,
 OP1049'277 FEET NORTH OF AN EAST-WEST FENCE, AND 1 FOOT SOUTH OF A
 OP1049'NEW STEEL WITNESS POST WITH SIGN.  THE MARK PROJECTS 4 INCHES
 OP1049'AND THE DISK IS STAMPED LIFE 1934.
 OP1049'
 OP1049'TO REACH THE STATION FROM WALLINGFORD, GO SOUTH ON STATE HIGHWAY
 OP1049'17 FOR 0.4 MILE.  TURN RIGHT AND GO WEST FOR 3.0 MILES TO
 OP1049'CROSSROADS.  THEN, TURN LEFT AND GO SOUTH ON GRADED AND GRAVEL
 OP1049'ROAD FOR 3.35 MILES TO AN ENTRANCE TO FARM BUILDINGS ON THE
 OP1049'LEFT.  TURN LEFT INTO FARMYARD AND GO EAST FOR 0.1 MILE TO GATE
 OP1049'JUST NORTH OF BARN.  PASS THRU GATE AND GO NORTHEAST ACROSS
 OP1049'PASTURE FOR 0.25 MILE TO CORNCRIB AND THE STATION AS DESCRIBED.
 OP1049'
 OP1049'REFERENCE MARK NO. 2 IS 275.60 FEET SOUTH OF THE STATION
 OP1049'AND 1 FOOT NORTH OF AN EAST-WEST FENCE.  THE MARK PROJECTS 4
 OP1049'INCHES AND THE DISK IS STAMPED LIFE NO 2 1934.
 OP1049'
 OP1049'REFERENCE MARK NO. 3 IS 314.88 FEET SOUTHEAST OF THE STATION, 68
 OP1049'FEET NORTH OF AN EAST-WEST FENCE, 32 FEET NORTH OF THE SOUTHWEST
 OP1049'CORNER OF CORNCRIB, AND 1 FOOT WEST OF THE NORTHWEST CORNER OF
 OP1049'CORNCRIB.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED
 OP1049'LIFE NO 3 1934.
 OP1049'
 OP1049'DISTANCE BETWEEN R.M.S IS 224.57 FEET.
 OP1049'
 OP1049'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OP1049
 OP1049                          STATION RECOVERY (1971)
 OP1049
 OP1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1049'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED
 OP1049'IN GOOD CONDITION.  THE 1963 DIRECTION ON REFERENCE MARKS 2 AND
 OP1049'3 CHECKED.  A DIFFERENCE IN DISTANCE OF 0.12 FOOT LONGER
 OP1049'TO REFERENCE MARK 2, 0.08 FOOT SHORTER TO REFERENCE MARK 3
 OP1049'AND 0.04 FOOT SHORTER BETWEEN REFERENCE MARKS 2 AND 3 WAS
 OP1049'NOTED AND VERIFIED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 OP1049'
 OP1049'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTH OF ESTHERVILLE,
 OP1049'5.5 MILES WEST-NORTHWEST OF GRAETTINGER AND 4.5 MILES SOUTHWEST
 OP1049'OF WALLINGFORD.  THE LAND IS OWNED BY MR. WILLIAM THOMPSON WHO
 OP1049'LIVES IN GRAETTINGER.  IT IS IN THE NORTHWEST 1/4 OF SECTION
 OP1049'34, T 98 N, R 34 W.
 OP1049'
 OP1049'TO REACH THE STATION FROM THE POST OFFICE IN GRAETTINGER, GO
 OP1049'WEST ON A PAVED STREET FOR 0.4 MILE TO A T-ROAD, TURN RIGHT
 OP1049'AND GO NORTH ON STATE HIGHWAY 4 FOR 0.25 MILE TO A SIDE ROAD
 OP1049'LEFT.  TURN LEFT AND GO WEST ON COUNTY ROAD B 14 FOR 5.0 MILES TO
 OP1049'A CROSSROAD, TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 OP1049'1.5 MILES TO A FARM ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND
 OP1049'GO EAST ON A DIRT ROAD FOR 0.1 MILE TO A FARM HOUSE ON THE
 OP1049'LEFT.  CONTINUE EAST ON A FARM LANE FOR 0.15 MILE TO A GATE,
 OP1049'PASS THROUGH GATE, TURN LEFT AND GO NORTHEAST ACROSS
 OP1049'PASTURE FOR 0.2 MILE TO THE RUINS OF OLD CORN CRIBS.  GO
 OP1049'NORTHWEST FOR 0.05 MILE TO THE HIGHEST POINT OF HILL AND THE
 OP1049'STATION.
 OP1049'
 OP1049'STATION MARKS ARE STANDARD DISKS STAMPED LIFE 1934.  THE SURFACE
 OP1049'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 OP1049'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 277 FEET
 OP1049'NORTH OF AN EAST-WEST FENCE LINE AND 2.7 FEET EAST OF A METAL
 OP1049'WITNESS POST AND NORTH-SOUTH FENCE LINE.  THE 1934 DATA
 OP1049'INDICATES THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OP1049'MASS OF CONCRETE.
 OP1049'
 OP1049'REFERENCE MARK 2, A STANDARD DISK STAMPED LIFE NO 2 1934, IS SET
 OP1049'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OP1049'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 2 FEET NORTHWEST OF A
 OP1049'T-FENCE CORNER AND 1-FOOT NORTH OF AN EAST-WEST FENCE LINE.
 OP1049'
 OP1049'REFERENCE MARK 3, A STANDARD DISK STAMPED LIFE NO 3 1934, IS SET
 OP1049'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OP1049'14 INCHES ABOVE THE GROUND SURFACE.  IT IS 68 FEET NORTH OF AN
 OP1049'EAST-WEST FENCE LINE AND 1-FOOT WEST OF THE NORTHWEST CORNER OF
 OP1049'A CONCRETE FOUNDATION.
 OP1049'
 OP1049'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 OP1049'
 OP1049'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 OP1049'
 OP1049'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 OP1049'SOUTHWEST OF WALLINGFORD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1709 ***********************************************************************
 NM1709  DESIGNATION -  LILLY
 NM1709  PID         -  NM1709
 NM1709  STATE/COUNTY-  IA/PLYMOUTH
 NM1709  USGS QUAD   -  ELK POINT NE (1976)
 NM1709
 NM1709                         *CURRENT SURVEY CONTROL
 NM1709  ___________________________________________________________________
 NM1709* NAD 83(1996)-  42 43 59.94963(N)    096 36 35.83972(W)     ADJUSTED  
 NM1709* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 NM1709  ___________________________________________________________________
 NM1709  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 NM1709  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 NM1709
 NM1709  HORZ ORDER  -  THIRD
 NM1709
 NM1709.The horizontal coordinates were established by classical geodetic methods
 NM1709.and adjusted by the National Geodetic Survey in May 1999..
 NM1709
 NM1709.The orthometric height was scaled from a topographic map.
 NM1709
 NM1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1709
 NM1709.The geoid height was determined by GEOID03.
 NM1709
 NM1709;                    North         East     Units Scale Factor Converg.
 NM1709;SPC IA N     - 1,141,676.810 1,245,388.461   MT  0.99994602   -2 06 27.9
 NM1709;SPC SD S     -    51,269.529   904,823.103   MT  1.00002518   +2 34 06.9
 NM1709;SPC SD S     -   168,206.78  2,968,573.80   sFT  1.00002518   +2 34 06.9
 NM1709;SPC NE       -   327,438.800   777,517.943   MT  0.99988865   +2 14 47.7
 NM1709;UTM  14      - 4,733,971.046   695,653.546   MT  1.00007098   +1 37 20.5
 NM1709
 NM1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1709!SPC IA N     -   0.99994331  x   0.99994602  =   0.99988933
 NM1709!SPC SD S     -   0.99994331  x   1.00002518  =   0.99996848
 NM1709!SPC NE       -   0.99994331  x   0.99988865  =   0.99983196
 NM1709!UTM  14      -   0.99994331  x   1.00007098  =   1.00001428
 NM1709
 NM1709|---------------------------------------------------------------------|
 NM1709| PID    Reference Object                     Distance      Geod. Az  |
 NM1709|                                                           dddmmss.s |
 NM1709| CO3951 LILLY RM 1                           24.485 METERS 06939     |
 NM1709| NM1841 ELK POINT MUNICIPAL TANK            APPROX. 8.2 KM 2310027.9 |
 NM1709| NM0824 257                                                2702725.0 |
 NM1709| CO3952 LILLY RM 2                           20.678 METERS 31406     |
 NM1709|---------------------------------------------------------------------|
 NM1709
 NM1709                          SUPERSEDED SURVEY CONTROL
 NM1709
 NM1709  NAD 83(1996)-  42 43 59.94964(N)    096 36 35.83972(W) AD(       ) 3
 NM1709  NAD 83(1996)-  42 43 59.94962(N)    096 36 35.83971(W) AD(       ) 3
 NM1709  NAD 83(1996)-  42 43 59.94977(N)    096 36 35.83958(W) AD(       ) 3
 NM1709  NAD 83(1986)-  42 43 59.95369(N)    096 36 35.83530(W) AD(       ) 3
 NM1709  NAD 27      -  42 43 59.97400(N)    096 36 34.72300(W) AD(       ) 3
 NM1709
 NM1709.Superseded values are not recommended for survey control.
 NM1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1709.See file dsdata.txt to determine how the superseded data were derived.
 NM1709
 NM1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9565433971(NAD 83)
 NM1709_MARKER: DS = TRIANGULATION STATION DISK
 NM1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1709
 NM1709  HISTORY     - Date     Condition        Report By
 NM1709  HISTORY     - 1948     MONUMENTED       CGS
 NM1709
 NM1709                          STATION DESCRIPTION
 NM1709
 NM1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1709'STATION IS LOCATED ABOUT 1 AND 1/2 MILES SOUTH OF WESTFIELD
 NM1709'ON A BLUFF TO THE EAST OF THE BIG SIOUX RIVER IN THE NORTHEAST
 NM1709'QUARTER OF SEC. 3, T. 91 N., R. 49 W. ON PROPERTY OWNED BY
 NM1709'MR. O.B. LILLY WHOSE FARM BUILDINGS ARE ABOUT 300 YARDS WEST
 NM1709'OF THE STATION.  IT IS 100 YARDS NORTH OF AN EAST-WEST FENCE
 NM1709'AND 6 FEET NORTH OF WITNESS POST.  THE MARK PROJECTS 4 INCHES
 NM1709'AND THE DISC IS STAMPED LILLY 1948.
 NM1709'
 NM1709'REFERENCE MARK NO. 1 IS 80.33 FEET EAST-NORTHEAST OF THE
 NM1709'STATION.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NM1709'LILLY NO 1 1948.
 NM1709'
 NM1709'REFERENCE MARK NO. 2 IS 67.84 FEET NORTHWEST OF THE STATION.
 NM1709'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LILLY
 NM1709'NO 2 1948.
 NM1709'
 NM1709'THE AZIMUTH MARK IS A USC AND GS AND SS BENCH MARK STATION
 NM1709'NO. 257 WHICH IS 0.25 MILE WEST OF THE STATION, 68 FEET WEST
 NM1709'OF THE CENTERLINE OF STATE HIGHWAY 12, 71 FEET EAST OF THE
 NM1709'EAST RAIL OF RAILROAD TRACKS, 58 FEET NORTH-NORTHEAST OF
 NM1709'A TELEPHONE POLE AND 2 FEET SOUTH OF WITNESS POST.  THE MARK
 NM1709'IS A BRONZE DISC OF THE USC AND GS AND SS SET IN A CONCRETE
 NM1709'POST WHICH IS 6 INCHES SQUARE AT THE TOP AND PROJECTS 2
 NM1709'INCHES.
 NM1709'
 NM1709'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WESTFIELD,
 NM1709'GO SOUTH ON STATE HIGHWAY 12 FOR 1.5 MILES TO AN IRON GATE
 NM1709'ON THE LEFT AND THE AZIMUTH MARK 0.15 MILE SOUTH ON THE
 NM1709'RIGHT SIDE OF STATE HIGHWAY 12.  TURN LEFT OFF STATE HIGHWAY
 NM1709'12 AND GO THROUGH GATE INTO BARNYARD FOR 0.05 MILE TO ANOTHER
 NM1709'GATE JUST NORTH OF CORN CRIB.  PASS THROUGH GATE, BEAR RIGHT
 NM1709'AND GO EAST AND SOUTHEAST FOR 0.15 MILE TO THE SADDLE.  TURN
 NM1709'RIGHT AND GO UPHILL FOR 0.1 MILE TO THE TOP AND THE STATION.
 NM1709'
 NM1709'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1194 ***********************************************************************
 MJ1194  DESIGNATION -  LINC
 MJ1194  PID         -  MJ1194
 MJ1194  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1194  USGS QUAD   -  WALNUT (1971)
 MJ1194
 MJ1194                         *CURRENT SURVEY CONTROL
 MJ1194  ___________________________________________________________________
 MJ1194* NAD 83(1996)-  41 24 40.72556(N)    095 13 54.77524(W)     ADJUSTED  
 MJ1194* NAVD 88     -       409.3    (meters)    1343.     (feet)  VERTCON   
 MJ1194  ___________________________________________________________________
 MJ1194  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 MJ1194  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 MJ1194
 MJ1194  HORZ ORDER  -  SECOND
 MJ1194
 MJ1194.The horizontal coordinates were established by classical geodetic methods
 MJ1194.and adjusted by the National Geodetic Survey in May 1999..
 MJ1194
 MJ1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1194
 MJ1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1194
 MJ1194.The geoid height was determined by GEOID03.
 MJ1194
 MJ1194;                    North         East     Units Scale Factor Converg.
 MJ1194;SPC IA S     -   158,166.857   355,213.446   MT  0.99995510   -1 08 26.9
 MJ1194;UTM  15      - 4,586,822.164   313,461.044   MT  1.00002825   -1 28 36.2
 MJ1194
 MJ1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1194!SPC IA S     -   0.99994016  x   0.99995510  =   0.99989526
 MJ1194!UTM  15      -   0.99994016  x   1.00002825  =   0.99996841
 MJ1194
 MJ1194:                Primary Azimuth Mark                     Grid Az
 MJ1194:SPC IA S     -  ELK HORN MICROWAVE TOWER                 045 26 35.3
 MJ1194:UTM  15      -  ELK HORN MICROWAVE TOWER                 045 46 44.6
 MJ1194
 MJ1194|---------------------------------------------------------------------|
 MJ1194| PID    Reference Object                     Distance      Geod. Az  |
 MJ1194|                                                           dddmmss.s |
 MJ1194| MJ1163 ELK HORN MICROWAVE TOWER            APPROX.20.8 KM 0441808.4 |
 MJ1194| MJ1201 OAKLAND NORTHERN NAT GAS RAD        APPROX.11.9 KM 2081645.0 |
 MJ1194| MJ1196 HANCOCK AZ MK                       APPROX. 5.2 KM 2571112.6 |
 MJ1194| CL7306 LINC RM 1                            34.244 METERS 27313     |
 MJ1194| CL7307 LINC RM 2                            21.860 METERS 33752     |
 MJ1194|---------------------------------------------------------------------|
 MJ1194
 MJ1194                          SUPERSEDED SURVEY CONTROL
 MJ1194
 MJ1194  NAD 83(1996)-  41 24 40.72850(N)    095 13 54.79336(W) AD(       ) 2
 MJ1194  NAD 83(1986)-  41 24 40.72866(N)    095 13 54.79396(W) AD(       ) 2
 MJ1194  NAD 27      -  41 24 40.76207(N)    095 13 53.80816(W) AD(       ) 2
 MJ1194  NGVD 29 (07/19/86)  409.2    (m)         1343.     (f) VERT ANG       
 MJ1194
 MJ1194.Superseded values are not recommended for survey control.
 MJ1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1194.See file dsdata.txt to determine how the superseded data were derived.
 MJ1194
 MJ1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF1346186822(NAD 83)
 MJ1194_MARKER: DD = SURVEY DISK
 MJ1194_SETTING: 0 = UNSPECIFIED SETTING
 MJ1194
 MJ1194  HISTORY     - Date     Condition        Report By
 MJ1194  HISTORY     - 1968     MONUMENTED       USGS
 MJ1194
 MJ1194                          STATION DESCRIPTION
 MJ1194
 MJ1194'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1194'STATION IS LOCATED ABOUT 7 MI E. AND 1.5 MI N. OF HANCOCK, ABOUT
 MJ1194'5 MI S. OF WALNUT, NEAR QUARTER COR. BETWEEN SECS. 4 AND 5, T. 76
 MJ1194'N., R. 38 W., IN THE RIGHT-OF-WAY OF THE ROCK ISLAND AND PACIFIC
 MJ1194'RR. AND NEAR AN OVERPASS BRIDGE OVER THE RR.
 MJ1194'
 MJ1194'TO REACH THE STATION FROM THE POST OFFICE IN HANCOCK DRIVE S. 0.1
 MJ1194'MI TO U.S. HWY. 59, TURN LEFT AND DRIVE E. ON HWY. 59 FOR 1.3 MI
 MJ1194'TO A JCT. OF CO. RD. G-30, CONTINUE E. ON CO. RD. G-30 FOR 5.5 MI
 MJ1194'TO A GRAVEL RD. CROSSING, TURN LEFT AND DRIVE N. ON GRAVEL RD. FOR
 MJ1194'1.5 MI TO THE RR. CROSSING AND STATION ON THE RIGHT.
 MJ1194'
 MJ1194'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED LINC
 MJ1194'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 MJ1194'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MJ1194'
 MJ1194'STATION MARK IS AT TOP OF DEEP RR. CUTBANK ABOUT 90 FT N. OF
 MJ1194'RR. TRACKS, 56 FT E. OF CENTER OF N.-S. GRAVEL RD., 65 FT NE. OF
 MJ1194'NE. COR. OF OVERPASS BRIDGE, 39 FT N. OF N. EDGE OF CUT, 24 FT
 MJ1194'E. OF FENCE COR. AND---FT S. OF RIGHT-OF-WAY FENCE AND A METAL
 MJ1194'WITNESS POST.
 MJ1194'
 MJ1194'REFERENCE MARK 1 IS 112.35 FT (34.245 M.) W. OF STATION, 56 FT
 MJ1194'W. OF THE CENTER OF THE GRAVEL RD., 21 FT W. OF A FENCE COR. AND
 MJ1194'1 FT S. OF THE RR. RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1194'
 MJ1194'REFERENCE MARK 2 IS 71.72 FT (21.860 M.) N.-NW. OF THE STATION,
 MJ1194'66 FT N. OF A FENCE COR., 32 FT E. OF CENTER OF THE GRAVEL
 MJ1194'RD. AND 1 FT W. OR THE RD. RIGHT-OF-WAY FENCE AND A METAL
 MJ1194'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1150 ***********************************************************************
 MJ1150  DESIGNATION -  LINCOLN
 MJ1150  PID         -  MJ1150
 MJ1150  STATE/COUNTY-  IA/AUDUBON
 MJ1150  USGS QUAD   -  MANNING SE (1978)
 MJ1150
 MJ1150                         *CURRENT SURVEY CONTROL
 MJ1150  ___________________________________________________________________
 MJ1150* NAD 83(1996)-  41 50 04.97147(N)    095 04 04.20884(W)     ADJUSTED  
 MJ1150* NAVD 88     -       462.     (meters)    1516.     (feet)  SCALED    
 MJ1150  ___________________________________________________________________
 MJ1150  LAPLACE CORR-           9.30  (seconds)                    DEFLEC99
 MJ1150  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 MJ1150
 MJ1150  HORZ ORDER  -  THIRD
 MJ1150
 MJ1150.The horizontal coordinates were established by classical geodetic methods
 MJ1150.and adjusted by the National Geodetic Survey in May 1999..
 MJ1150
 MJ1150.The orthometric height was scaled from a topographic map.
 MJ1150
 MJ1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1150
 MJ1150.The geoid height was determined by GEOID03.
 MJ1150
 MJ1150;                    North         East     Units Scale Factor Converg.
 MJ1150;SPC IA S     -   204,923.556   369,773.815   MT  1.00000953   -1 01 57.8
 MJ1150;SPC IA N     - 1,038,386.941 1,369,768.934   MT  1.00005018   -1 03 45.3
 MJ1150;UTM  15      - 4,633,492.048   328,300.120   MT  0.99996278   -1 22 46.4
 MJ1150
 MJ1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1150!SPC IA S     -   0.99993204  x   1.00000953  =   0.99994157
 MJ1150!SPC IA N     -   0.99993204  x   1.00005018  =   0.99998222
 MJ1150!UTM  15      -   0.99993204  x   0.99996278  =   0.99989483
 MJ1150
 MJ1150:                Primary Azimuth Mark                     Grid Az
 MJ1150:SPC IA S     -  MANNING MUNICIPAL TANK                   003 43 19.6
 MJ1150:SPC IA N     -  MANNING MUNICIPAL TANK                   003 45 07.1
 MJ1150:UTM  15      -  MANNING MUNICIPAL TANK                   004 04 08.2
 MJ1150
 MJ1150|---------------------------------------------------------------------|
 MJ1150| PID    Reference Object                     Distance      Geod. Az  |
 MJ1150|                                                           dddmmss.s |
 MJ1150| MJ1149 MANNING MUNICIPAL TANK              APPROX. 8.2 KM 0024121.8 |
 MJ1150| CL7312 LINCOLN RM 1                         20.177 METERS 08739     |
 MJ1150| MJ1151 LINCOLN 2 AZ MK                     APPROX. 0.7 KM 0890251.7 |
 MJ1150| MJ1152 LINCOLN 2                             5.430 METERS 12011     |
 MJ1150| CL7311 LINCOLN AZ MK                                      2105128.7 |
 MJ1150| CL7313 LINCOLN RM 2                         15.433 METERS 32613     |
 MJ1150|---------------------------------------------------------------------|
 MJ1150
 MJ1150                          SUPERSEDED SURVEY CONTROL
 MJ1150
 MJ1150  NAD 83(1996)-  41 50 04.97047(N)    095 04 04.21362(W) AD(       ) 3
 MJ1150  NAD 83(1986)-  41 50 04.97077(N)    095 04 04.21279(W) AD(       ) 3
 MJ1150  NAD 27      -  41 50 05.02100(N)    095 04 03.24400(W) AD(       ) 3
 MJ1150
 MJ1150.Superseded values are not recommended for survey control.
 MJ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1150.See file dsdata.txt to determine how the superseded data were derived.
 MJ1150
 MJ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG2830033492(NAD 83)
 MJ1150_MARKER: DS = TRIANGULATION STATION DISK
 MJ1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1150
 MJ1150  HISTORY     - Date     Condition        Report By
 MJ1150  HISTORY     - 1950     MONUMENTED       CGS
 MJ1150  HISTORY     - 1980     POOR             NGS
 MJ1150
 MJ1150                          STATION DESCRIPTION
 MJ1150
 MJ1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1150'THE STATION IS LOCATED ABOUT 5 MILES SOUTH AND 1/2 MILE WEST
 MJ1150'OF MANNING AND ABOUT 4-1/2 MILES WEST AND 1/2 MILE SOUTH OF
 MJ1150'GRAY.  IT IS 42 FEET SOUTH OF A POWERLINE POLE, 23 FEET
 MJ1150'SOUTH OF THE CENTERLINE OF A ROAD, 6 FEET SOUTHEAST OF A
 MJ1150'T-FENCE CORNER, 4 FEET EAST OF A FENCELINE AND 4 FEET
 MJ1150'SOUTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 MJ1150'THE DISK IS STAMPED LINCOLN 1950.
 MJ1150'
 MJ1150'REFERENCE MARK NO. 1 IS 23.5 FEET EAST OF A TELEPHONE POLE,
 MJ1150'21 FEET SOUTH OF THE CENTERLINE OF A ROAD AND 1 FOOT SOUTH OF THE
 MJ1150'FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MJ1150'IS STAMPED LINCOLN NO.1 1950.
 MJ1150'
 MJ1150'REFERENCE MARK NO. 2 IS 32 FEET WEST OF A POWERLINE POLE, 19
 MJ1150'FEET EAST OF THE CENTERLINE OF A ROAD, 2.5 FEET EAST OF A GATE
 MJ1150'POST AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS
 MJ1150'4 INCHES AND THE DISK IS STAMPED LINCOLN NO 2 1950.
 MJ1150'
 MJ1150'AZIMUTH MARK IS 33 FEET WEST OF THE CENTERLINE OF A ROAD, 8
 MJ1150'FEET NORTH OF A POWER LINE POLE, 2.3 FEET NORTH OF A WITNESS
 MJ1150'POST AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS ABOUT
 MJ1150'3 INCHES AND THE DISK IS STAMPED LINCOLN 1950.
 MJ1150'
 MJ1150'TO REACH THE STATION FROM THE MAIN INTERSECTION AT THE SOUTH
 MJ1150'END OF THE BUSINESS DISTRICT AND STATE HIGHWAY 141 IN MANNING,
 MJ1150'GO WEST ON STATE HIGHWAY 141 FOR 0.4 MILE TO A CROSSROADS
 MJ1150'AND SERVICE STATION IN NORTHEAST ANGLE.  TURN LEFT (SOUTH)
 MJ1150'AND GO 5.1 MILE TO A CROSSROADS.  (TO REACH AZIMUTH MARK FROM
 MJ1150'THIS POINT CONTINUE SOUTH FOR 0.2 MILE TO MARK ON RIGHT AS
 MJ1150'DESCRIBED.) TURN LEFT (EAST) AND GO 0.2 MILE TO STATION SITE
 MJ1150'ON RIGHT IN FENCE CORNER AS DESCRIBED.
 MJ1150'
 MJ1150'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MJ1150
 MJ1150                          STATION RECOVERY (1980)
 MJ1150
 MJ1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MJ1150'SURFACE STATION MARK, REFERENCES MARKS 1 AND 2 WERE FOUND IN DIRT
 MJ1150'MOUNDS AND LEANING OVER.  THE UNDERGROUND MARK AND THE AZIMUTH MARK
 MJ1150'WERE RECOVERED IN GOOD CONDITION, HOWEVER, THE AZIMUTH MARK IS NOW
 MJ1150'OBSTRUCTED BY A CORN CRIB.  IT IS ALSO IN THE WAY OF ROAD CONSTRUCTION
 MJ1150'AND WAS DESTROYED THIS DATE.  SINCE THE STATION IS NOW SITUATED IN THE
 MJ1150'BOTTOM OF A DITCH, STATION LINCOLN 2, REFERENCE MARKS 3, 4 AND LINCOLN
 MJ1150'2 AZIMUTH MARK WERE ESTABLISHED.  THE UNDERGROUND MARK WAS LEFT IN
 MJ1150'PLACE BUT IT IS DOUBTFUL IT WILL REMAIN IF THE DITCH IS EVER
 MJ1150'CLEANED.  FOR FURTHER DETAILS SEE THE DESCRIPTION FOR STATION LINCOLN
 MJ1150'2.
 MJ1150'
 MJ1150'THE DISKS WERE SALVAGED FROM THE OLD SURFACE MONUMENT, REFERENCE MARKS
 MJ1150'1, 2 AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1152 ***********************************************************************
 MJ1152  DESIGNATION -  LINCOLN 2
 MJ1152  PID         -  MJ1152
 MJ1152  STATE/COUNTY-  IA/AUDUBON
 MJ1152  USGS QUAD   -  MANNING SE (1978)
 MJ1152
 MJ1152                         *CURRENT SURVEY CONTROL
 MJ1152  ___________________________________________________________________
 MJ1152* NAD 83(1996)-  41 50 04.88300(N)    095 04 04.00540(W)     ADJUSTED  
 MJ1152* NAVD 88     -       462.6    (meters)    1518.     (feet)  VERTCON   
 MJ1152  ___________________________________________________________________
 MJ1152  LAPLACE CORR-           9.30  (seconds)                    DEFLEC99
 MJ1152  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 MJ1152
 MJ1152  HORZ ORDER  -  THIRD
 MJ1152
 MJ1152.The horizontal coordinates were established by classical geodetic methods
 MJ1152.and adjusted by the National Geodetic Survey in May 1999..
 MJ1152.No horizontal observational check was made to the station.
 MJ1152
 MJ1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1152
 MJ1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1152
 MJ1152.The geoid height was determined by GEOID03.
 MJ1152
 MJ1152;                    North         East     Units Scale Factor Converg.
 MJ1152;SPC IA S     -   204,920.742   369,778.459   MT  1.00000952   -1 01 57.7
 MJ1152;UTM  15      - 4,633,489.207   328,304.747   MT  0.99996276   -1 22 46.2
 MJ1152
 MJ1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1152!SPC IA S     -   0.99993197  x   1.00000952  =   0.99994149
 MJ1152!UTM  15      -   0.99993197  x   0.99996276  =   0.99989473
 MJ1152
 MJ1152:                Primary Azimuth Mark                     Grid Az
 MJ1152:SPC IA S     -  MANNING MUNICIPAL TANK                   003 41 19.1
 MJ1152:UTM  15      -  MANNING MUNICIPAL TANK                   004 02 07.6
 MJ1152
 MJ1152|---------------------------------------------------------------------|
 MJ1152| PID    Reference Object                     Distance      Geod. Az  |
 MJ1152|                                                           dddmmss.s |
 MJ1152| MJ1149 MANNING MUNICIPAL TANK              APPROX. 8.2 KM 0023921.4 |
 MJ1152| CL7314 LINCOLN 2 RM 3                       21.736 METERS 02409     |
 MJ1152| MJ1151 LINCOLN 2 AZ MK                     APPROX. 0.7 KM 0884941.6 |
 MJ1152| CL7311 LINCOLN AZ MK                                      2111426.4 |
 MJ1152| MJ1150 LINCOLN                               5.430 METERS 30011     |
 MJ1152| CL7315 LINCOLN 2 RM 4                       24.312 METERS 32544     |
 MJ1152|---------------------------------------------------------------------|
 MJ1152
 MJ1152                          SUPERSEDED SURVEY CONTROL
 MJ1152
 MJ1152  NAD 83(1996)-  41 50 04.88200(N)    095 04 04.01018(W) AD(       ) 3
 MJ1152  NAD 83(1986)-  41 50 04.88229(N)    095 04 04.00933(W) AD(       ) 3
 MJ1152  NAD 27      -  41 50 04.93258(N)    095 04 03.04071(W) AD(       ) 3
 MJ1152  NGVD 29 (07/19/86)  462.5    (m)         1517.     (f) VERT ANG       
 MJ1152
 MJ1152.Superseded values are not recommended for survey control.
 MJ1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1152.See file dsdata.txt to determine how the superseded data were derived.
 MJ1152
 MJ1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG2830533489(NAD 83)
 MJ1152_MARKER: DS = TRIANGULATION STATION DISK
 MJ1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1152_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1152_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MJ1152
 MJ1152  HISTORY     - Date     Condition        Report By
 MJ1152  HISTORY     - 1980     MONUMENTED       NGS
 MJ1152
 MJ1152                          STATION DESCRIPTION
 MJ1152
 MJ1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MJ1152'THE STATION IS ABOUT 11 MILES NORTHWEST OF AUDUBON, 5-1/2 MILES SOUTH
 MJ1152'OF MANNING, 3-1/2 MILES WEST-SOUTHWEST OF GRAY, 2 MILES SOUTH OF THE
 MJ1152'AUDUBON/CARROLL COUNTY LINE, 1-1/2 MILES EAST OF THE AUDUBON/SHELBY
 MJ1152'COUNTY LINE, ON THE SOUTH RIGHT-OF-WAY OF A GRADED COUNTY ROAD AND IN
 MJ1152'THE NW114, SEC17, T81N, R36W.
 MJ1152'
 MJ1152'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND STATE
 MJ1152'HIGHWAY 141, AT THE SOUTH EDGE OF MANNING, GO WEST ON HIGHWAY 141 FOR
 MJ1152'0.45 MILE TO CARROLL COUNTY ROAD M66 ON THE LEFT.  TURN LEFT AND GO
 MJ1152'SOUTH ON ROAD M66 FOR 3.1 MILES TO THE AUDUBON COUNTY LINE.  CONTINUE
 MJ1152'SOUTH ON AUDUBON COUNTY ROAD M66 FOR 2.0 MILES TO A CROSSROAD.  TURN
 MJ1152'LEFT AND GO EAST ON A GRADED ROAD FOR 0.25 MILE TO THE STATION ON THE
 MJ1152'RIGHT.
 MJ1152'
 MJ1152'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST FOR 0.45
 MJ1152'MILE TO THE MARK ON THE LEFT.
 MJ1152'
 MJ1152'STATION MARKS ARE STANDARD DISKS, STAMPED---LINCOLN 2 1980---.  THE
 MJ1152'SURFACE DISK IS SET IN A ROUND CONCRETE POST THAT PROJECTS 3
 MJ1152'INCHES.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MJ1152'42 INCHES BELOW THE SURFACE.  THE MARKS ARE 88.0 FEET EAST-NORTHEAST
 MJ1152'OF THE NORTHEAST CORNER OF A CORN CRIB, 70.5 FEET SOUTH-SOUTHEAST OF
 MJ1152'T-FENCE CORNER, 68.5 FEET SOUTH OF A POWERLINE POLE, 33.0 FEET SOUTH
 MJ1152'OF THE CENTERLINE OF THE ROAD, 20.7 FEET EAST OF A T-FENCE CORNER, 2.
 MJ1152'FEET NORTH OF A FENCE AND 2.8 FEET WEST OF A WITNESS POST.
 MJ1152'
 MJ1152'STATION LINCOLN IS A STANDARD DISK, STAMPED---LINCOLN 1950---SET IN
 MJ1152'AN IRREGULAR MASS OF CONCRETE THAT IS 2 FEET BELOW THE SURFACE OF A
 MJ1152'MOUND OF DIRT IN THE DITCH AND ABOUT LEVEL WITH THE BOTTOM OF THE
 MJ1152'DITCH.  IT IS 83.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CORN
 MJ1152'CRIB, 58.5 FEET SOUTH OF THE POWERLINE POLE, 20.4 FEET WEST-NORTHWEST
 MJ1152'OF THE WITNESS POST, 24.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 MJ1152'12.5 FEET NORTH-NORTHEAST OF A T-FENCE CORNER AND 11.2 FEET NORTH OF
 MJ1152'A FENCE.
 MJ1152'
 MJ1152'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---LINCOLN 2 NO 3
 MJ1152'1980--- SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 5
 MJ1152'INCHES.  IT IS 50.8 FEET EAST OF A T-FENCE CORNER, 39.5 FEET EAST OF
 MJ1152'THE POWERLINE POLE, 34.0 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 MJ1152'1.0 FOOT SOUTH OF THE FENCE.
 MJ1152'
 MJ1152'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---LINCOLN 2 NO 4
 MJ1152'1980--- SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3
 MJ1152'INCHES.  IT IS 34.5 FEET WEST OF THE POWERLINE POLE, 34.0 FEET NORTH
 MJ1152'OF THE CENTERLINE OF THE ROAD, 23.8 FEET WEST OF A T-FENCE CORNER AND
 MJ1152'1.0 FOOT SOUTH OF A FENCE.
 MJ1152'
 MJ1152'AZIMUTH MARK IS A STANDARD DISK, STAMPED---LINCOLN 2 1980--- SET IN
 MJ1152'THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 34.0
 MJ1152'FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.8 FEET WEST OF A
 MJ1152'POWERLINE POLE, 1.7 FEET EAST OF A WITNESS POST AND 1.5 FEET SOUTH OF
 MJ1152'A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0744 ***********************************************************************
 MG0744  DESIGNATION -  LINCOLN RESET
 MG0744  PID         -  MG0744
 MG0744  STATE/COUNTY-  IA/SCOTT
 MG0744  USGS QUAD   -  ELDRIDGE (1991)
 MG0744
 MG0744                         *CURRENT SURVEY CONTROL
 MG0744  ___________________________________________________________________
 MG0744* NAD 83(1996)-  41 38 51.75834(N)    090 30 35.36645(W)     ADJUSTED  
 MG0744* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 MG0744  ___________________________________________________________________
 MG0744  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 MG0744  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0744
 MG0744  HORZ ORDER  -  FIRST
 MG0744
 MG0744.The horizontal coordinates were established by classical geodetic methods
 MG0744.and adjusted by the National Geodetic Survey in May 1999..
 MG0744
 MG0744.The orthometric height was scaled from a topographic map.
 MG0744
 MG0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0744
 MG0744.The geoid height was determined by GEOID03.
 MG0744
 MG0744;                    North         East     Units Scale Factor Converg.
 MG0744;SPC IA S     -   187,260.945   749,045.737   MT  0.99997873   +1 58 10.7
 MG0744;SPC IL W     -   553,013.040   671,414.539   MT  0.99995123   -0 13 41.0
 MG0744;SPC IL W     - 1,814,343.62  2,202,799.20   sFT  0.99995123   -0 13 41.0
 MG0744;UTM  15      - 4,613,658.855   707,371.774   MT  1.00012922   +1 39 19.6
 MG0744
 MG0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0744!SPC IA S     -   0.99996767  x   0.99997873  =   0.99994640
 MG0744!SPC IL W     -   0.99996767  x   0.99995123  =   0.99991890
 MG0744!UTM  15      -   0.99996767  x   1.00012922  =   1.00009688
 MG0744
 MG0744:                Primary Azimuth Mark                     Grid Az
 MG0744:SPC IA S     -  LOW MOOR WATER TANK                      034 41 49.0
 MG0744:SPC IL W     -  LOW MOOR WATER TANK                      036 53 40.7
 MG0744:UTM  15      -  LOW MOOR WATER TANK                      035 00 40.1
 MG0744
 MG0744|---------------------------------------------------------------------|
 MG0744| PID    Reference Object                     Distance      Geod. Az  |
 MG0744|                                                           dddmmss.s |
 MG0744| MG0678 LOW MOOR WATER TANK                 APPROX.21.2 KM 0363959.7 |
 MG0744| MG0671 BOARDMAN                            APPROX.17.2 KM 0990811.5 |
 MG0744| CL9757 LINCOLN RM 1                         35.390 METERS 27603     |
 MG0744| MG0743 DEWITT CATH CHURCH SPIRE            APPROX.19.3 KM 3524454.5 |
 MG0744| CL9758 LINCOLN RM 2 AZIMUTH                               35437     |
 MG0744| MG0742 DEWITT AVIATION BEACON 28           APPROX.18.6 KM 3592944.5 |
 MG0744|---------------------------------------------------------------------|
 MG0744
 MG0744                          SUPERSEDED SURVEY CONTROL
 MG0744
 MG0744  NAD 83(1986)-  41 38 51.76338(N)    090 30 35.37597(W) AD(       ) 1
 MG0744  NAD 27      -  41 38 51.64600(N)    090 30 34.88700(W) AD(       ) 1
 MG0744
 MG0744.Superseded values are not recommended for survey control.
 MG0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0744.See file dsdata.txt to determine how the superseded data were derived.
 MG0744
 MG0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG0737213659(NAD 83)
 MG0744_MARKER: DS = TRIANGULATION STATION DISK
 MG0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0744
 MG0744  HISTORY     - Date     Condition        Report By
 MG0744  HISTORY     - 1931     MONUMENTED       CGS
 MG0744  HISTORY     - 1957     GOOD             CGS
 MG0744  HISTORY     - 1967     GOOD             CGS
 MG0744  HISTORY     - 1975     GOOD             NGS
 MG0744  HISTORY     - 19961118 MARK NOT FOUND   USPSQD
 MG0744  HISTORY     - 19970923 GOOD             USPSQD
 MG0744
 MG0744                          STATION DESCRIPTION
 MG0744
 MG0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 MG0744'ABOUT 10 MILES NORTH OF DAVENPORT, IN THE NORTHWEST CORNER
 MG0744'OF THE PLAT OF LAND SURROUNDING THE LINCOLN TOWNSHIP CENTRAL
 MG0744'SCHOOL, DISTRICT NO. 4.  MARK IS 33.1 METERS NORTHWEST OF
 MG0744'THE NORTHWEST CORNER OF THE SCHOOLHOUSE, 27 METERS EAST OF
 MG0744'A DIRT ROAD LEADING NORTH-AND-SOUTH, AND 12.5 METERS SOUTH
 MG0744'OF A DIRT ROAD LEADING EAST-AND-WEST.  MARK IS ON RANGE WITH
 MG0744'FOUR TREES JUST SOUTH OF THE EAST-AND-WEST ROAD, ALSO ON
 MG0744'RANGE WITH A ROW OF THREE TREES, THIS ROW BEING THE 4TH
 MG0744'ROW EAST OF THE NORTH-AND-SOUTH ROAD.  TREES ARE MAPLE.
 MG0744'
 MG0744'REFERENCE MARK NO. 1 IS WEST OF THE STATION, 12 METERS SOUTHWEST
 MG0744'OF THE INTERSECTION OF THE NORTH-AND-SOUTH ROAD WITH A T-ROAD
 MG0744'LEADING EAST, AND IS 8.5 METERS WEST OF THE CENTERLINE OF THE
 MG0744'NORTH-AND-SOUTH ROAD.
 MG0744'
 MG0744'REFERENCE MARK NO. 2 IS NORTH BY WEST OF THE STATION, 9 METERS
 MG0744'WEST OF THE CENTERLINE OF THE ROAD LEADING NORTH-AND-SOUTH
 MG0744'AND IS ABOUT 75 METERS SOUTH OF A LONE TREE ON THE WEST
 MG0744'SIDE OF THE ROAD.
 MG0744'
 MG0744'TO REACH FROM DAVENPORT BUSINESS DISTRICT, GO NORTH ON U.S.
 MG0744'HIGHWAY 61 FOR 9.4 MILES TO A GRAVEL ROAD LEADING EAST, GO
 MG0744'2-1/4 MILES ON THIS ROAD, THEN SOUTH FOR 1/2 MILE TO SCHOOLHOUSE
 MG0744'ON EAST SIDE OF ROAD.
 MG0744'
 MG0744'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 MG0744
 MG0744                          STATION RECOVERY (1957)
 MG0744
 MG0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 MG0744'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 MG0744'MEASUREMENTS PLACE BOTH REFERENCE MARKS ON THE FACE OF CUT
 MG0744'BANKS IN THE RECENTLY WIDENED ROAD RIGHT-OF-WAY.  A THOROUGH
 MG0744'SEARCH FAILED TO REVEAL ANY TRACE OF EITHER MARK.
 MG0744
 MG0744                          STATION RECOVERY (1967)
 MG0744
 MG0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MG0744'THE STATION RECOVERED AS DESCRIBED AND THE STATION MARK FOUND
 MG0744'IN GOOD CONDITION.  THE REFERENCE MARKS HAD BEEN DESTROYED
 MG0744'AT AN EARLIER DATE.  THE SCHOOL HOUSE, NEAR THE STATION, IS
 MG0744'SCHEDULED TO BE TORN DOWN SOME TIME IN THE FUTURE.  WHEN
 MG0744'THE SCHOOL IS REMOVED THE LAND WILL REVERT TO FARM LAND
 MG0744'AND THE FARMER AGREED TO LOWERING THE MARK BELOW PLOW DEPTH.
 MG0744'THE STATION AND UNDERGROUND MARKS WERE LOWERED VERTICALLY AND
 MG0744'TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 MG0744'
 MG0744'TO REACH THE STATION FROM ELDRIDGE, FROM THE RAILROAD STATION,
 MG0744'GO EAST ON STATE HIGHWAY 331 FOR 1.5 MILES TO JUNCTION WITH
 MG0744'U.S. HIGHWAY 61, CONTINUE EAST ON COUNTY ROUTE A FOR 2.2
 MG0744'MILES TO CROSSROADS, TURN RIGHT AND GO SOUTH FOR 0.5 MILE TO
 MG0744'SCHOOL AND STATION ON THE LEFT.
 MG0744'
 MG0744'THE STATION IS 109 FEET NORTH-NORTHWEST OF THE EXTREME NORTHWEST
 MG0744'CORNER OF THE SCHOOL HOUSE, 88 FEET EAST OF THE CENTERLINE
 MG0744'OF THE ROAD, 54.5 FEET EAST OF THE RIGHT OF WAY LINE AND 39
 MG0744'FEET SOUTH OF THE CENTERLINE OF A PRIVATE ROAD LEADING EAST.
 MG0744'THE TOP MARK IS 16 INCHES BELOW THE SURFACE OF THE GROUND
 MG0744'AND THE DISK IS STAMPED LINCOLN 1931 1967.
 MG0744'
 MG0744'R.M. NO. 3 IS 31.5 FEET EAST OF THE CENTERLINE OF THE ROAD,
 MG0744'11 FEET SOUTH OF THE CENTERLINE EXTENDED OF A FARM LANE
 MG0744'LEADING WEST, 1.5 FEET NORTH OF A POWERLINE POLE AND 1.5
 MG0744'FEET SOUTH OF A METAL WITNESS POST.  THE MARK PROJECTS 3
 MG0744'INCHES AND THE DISK IS STAMPED LINCOLN 1931 NO 3 1967.
 MG0744'
 MG0744'R.M. NO. 4 IS 30 FEET WEST OF THE CENTERLINE OF THE ROAD,
 MG0744'7 FEET NORTHWEST OF A COMBINATION BRACE AND TELEPHONE POLE,
 MG0744'6 FEET SOUTH OF THE CENTERLINE EXTENDED OF A PRIVATE ROAD
 MG0744'LEADING EAST AND 1 FOOT EAST OF A RIGHT OF WAY FENCE.  THE
 MG0744'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LINCOLN 1931
 MG0744'NO 4 1967.
 MG0744'
 MG0744'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES
 MG0744'EAST ELDRIDGE
 MG0744
 MG0744                          STATION RECOVERY (1975)
 MG0744
 MG0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MG0744'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 MG0744'RECOVERED AND FOUND IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED
 MG0744'IN 1967.
 MG0744'
 MG0744'THE 1967 DESCRIPTION IS ADEQUATE FOR RECOVERY WITH THE EXCEPTION THAT
 MG0744'THE SCHOOL HOUSE IS REMOVED AND THE STATION SITE IS UNDER
 MG0744'CULTIVATION.
 MG0744'
 MG0744'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES EAST OF
 MG0744'ELDRIDGE.
 MG0744
 MG0744                          STATION RECOVERY (1996)
 MG0744
 MG0744'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0744'MARK NOT FOUND.
 MG0744
 MG0744                          STATION RECOVERY (1997)
 MG0744
 MG0744'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1070 ***********************************************************************
 MJ1070  DESIGNATION -  LINDEN
 MJ1070  PID         -  MJ1070
 MJ1070  STATE/COUNTY-  IA/DALLAS
 MJ1070  USGS QUAD   -  ADEL NW (1982)
 MJ1070
 MJ1070                         *CURRENT SURVEY CONTROL
 MJ1070  ___________________________________________________________________
 MJ1070* NAD 83(1996)-  41 38 55.72648(N)    094 10 18.83027(W)     ADJUSTED  
 MJ1070* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 MJ1070  ___________________________________________________________________
 MJ1070  LAPLACE CORR-         -12.02  (seconds)                    DEFLEC99
 MJ1070  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 MJ1070
 MJ1070  HORZ ORDER  -  FIRST
 MJ1070
 MJ1070.The horizontal coordinates were established by classical geodetic methods
 MJ1070.and adjusted by the National Geodetic Survey in May 1999..
 MJ1070
 MJ1070.The orthometric height was scaled from a topographic map.
 MJ1070
 MJ1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1070
 MJ1070.The geoid height was determined by GEOID03.
 MJ1070
 MJ1070;                    North         East     Units Scale Factor Converg.
 MJ1070;SPC IA S     -   183,318.449   444,029.506   MT  0.99997888   -0 26 33.3
 MJ1070;UTM  15      - 4,611,448.797   402,413.637   MT  0.99971719   -0 46 43.9
 MJ1070
 MJ1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1070!SPC IA S     -   0.99995347  x   0.99997888  =   0.99993235
 MJ1070!UTM  15      -   0.99995347  x   0.99971719  =   0.99967067
 MJ1070
 MJ1070:                Primary Azimuth Mark                     Grid Az
 MJ1070:SPC IA S     -  PERRY IOWA RR AND LIGHT CO STK           014 30 52.1
 MJ1070:UTM  15      -  PERRY IOWA RR AND LIGHT CO STK           014 51 02.7
 MJ1070
 MJ1070|---------------------------------------------------------------------|
 MJ1070| PID    Reference Object                     Distance      Geod. Az  |
 MJ1070|                                                           dddmmss.s |
 MJ1070| MJ1062 PERRY IOWA RR AND LIGHT CO STK      APPROX.21.6 KM 0140418.8 |
 MJ1070| MH0695 WOODWARD MUNICIPAL TANK             APPROX.31.2 KM 0414929.0 |
 MJ1070| CL7317 LINDEN RM 1                                        06652     |
 MJ1070| MJ1069 DALLAS COUNTY FARM TANK             APPROX.12.4 KM 0825031.4 |
 MJ1070| MJ1071 TRENT                               APPROX.15.2 KM 2614430.6 |
 MJ1070| MJ1073 YALE MUNICIPAL TANK                 APPROX.20.7 KM 3123109.5 |
 MJ1070| CL7318 LINDEN RM 2                         111.800 METERS 34749     |
 MJ1070|---------------------------------------------------------------------|
 MJ1070
 MJ1070                          SUPERSEDED SURVEY CONTROL
 MJ1070
 MJ1070  NAD 83(1986)-  41 38 55.72240(N)    094 10 18.83242(W) AD(       ) 1
 MJ1070  NAD 27      -  41 38 55.76800(N)    094 10 17.97800(W) AD(       ) 1
 MJ1070
 MJ1070.Superseded values are not recommended for survey control.
 MJ1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1070.See file dsdata.txt to determine how the superseded data were derived.
 MJ1070
 MJ1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG0241411449(NAD 83)
 MJ1070_MARKER: DS = TRIANGULATION STATION DISK
 MJ1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1070
 MJ1070  HISTORY     - Date     Condition        Report By
 MJ1070  HISTORY     - 1930     MONUMENTED       CGS
 MJ1070  HISTORY     - 1948     GOOD             USGS
 MJ1070
 MJ1070                          STATION DESCRIPTION
 MJ1070
 MJ1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MJ1070'STATION IS ABOUT 5 MILES E OF LINDEN, 4-1/2 MILES E OF N OF
 MJ1070'REDFIELD, AND 8 MILES N OF W OF ADEL, ON A FARM OWNED BY FRED
 MJ1070'TURNER WHO LIVES 3-1/2 MILES NW OF THE STATION.  THE MARK IS
 MJ1070'DEPRESSED 12 INCHES.
 MJ1070'
 MJ1070'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MJ1070'DISKS SET IN CONCRETE.
 MJ1070'
 MJ1070'REFERENCE MARK NO. 1, A FLUSH MARK, IS NEAR THE INTERSECTION OF
 MJ1070'THE SECTION-LINE ROADS 1/2 MILE NE OF THE STATION.  IT IS 10.7
 MJ1070'METERS SW OF THE INTERSECTION OF THE CENTER LINES OF THE ROADS,
 MJ1070'0.41 METER N OF A FENCE AND 1.41 METERS W OF A FENCE CORNER.
 MJ1070'REFERENCE MARK NO. 2 IS 8 INCHES ABOVE THE SURFACE IN THE FARM
 MJ1070'LOT ADJACENT TO THE STATION.  THE MARK IS 0.3 METER S OF A
 MJ1070'BUILDING USED AS A GARAGE, 14.7 METERS SE OF THE STABLE, 16.8
 MJ1070'METERS N OF A FENCE, AND 14.2 METERS E OF A FENCE.
 MJ1070'
 MJ1070'BEST REACHED FROM DALLAS CENTER BY GOING 10-1/2 MILES W ON STATE
 MJ1070'HIGHWAY 7 TO A CORNER WITH A SCHOOLHOUSE IN THE SW CORNER.  GO S
 MJ1070'ON GRAVEL ROAD 2.6 MILES TO A GRAVEL ROAD LEADING W.  SITE OF
 MJ1070'STATION IS ON THE HIGHEST POINT OF THE HILL 1/2 MILE SW AND
 MJ1070'EASILY SEEN AND IDENTIFIED AT THIS CORNER.  PROCEED 0.4 MILE TO A
 MJ1070'LANE LEADING S 0.1 MILE TO THE FARMHOUSE ON THIS HILL.  THE FARM
 MJ1070'BUILDINGS ARE IN A GROVE OF LARGE TREES.  THE STATION IS ABOUT
 MJ1070'160 METERS E OF S OF THE HOUSE, AND 85.3 METERS S OF A FENCE.
 MJ1070'ANOTHER FENCE IS ABOUT 120 METERS S OF THE STATION.
 MJ1070'
 MJ1070'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MJ1070
 MJ1070                          STATION RECOVERY (1948)
 MJ1070
 MJ1070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948 (MVT)
 MJ1070'R.M. 2 MOVED AND RESET BY FARMER, PRESENT OCCUPANT OF PROPERTY.
 MJ1070'FORMER POSITION WHICH IS 19.5 FEET N AND 4.0 FEET W OF PRESENT
 MJ1070'POSITION WAS POINTED OUT.
 MJ1070'
 MJ1070'STATION LOCATED 339 FEET S AND 73 FEET E OF NEW POSITION OF R.M. 2.
 MJ1070'DUE TO INTERVENING BUILDING, AZIMUTH AND DISTANCE DIRECTLY FROM
 MJ1070'REFERENCE MARK TO STATION COULD NOT BE DETERMINED.
 MJ1070'
 MJ1070'R.M. 1 IS SATISFACTORY, TIED INTO LINE.  DISTANCE FROM R.M. 1
 MJ1070'TO STATION IS 2242.81 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0697 ***********************************************************************
 NK0697  DESIGNATION -  LINDON
 NK0697  PID         -  NK0697
 NK0697  STATE/COUNTY-  IA/CERRO GORDO
 NK0697  USGS QUAD   -  THORNTON (1972)
 NK0697
 NK0697                         *CURRENT SURVEY CONTROL
 NK0697  ___________________________________________________________________
 NK0697* NAD 83(1996)-  42 59 32.14852(N)    093 27 28.16861(W)     ADJUSTED  
 NK0697* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 NK0697  ___________________________________________________________________
 NK0697  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 NK0697  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 NK0697
 NK0697  HORZ ORDER  -  FIRST
 NK0697
 NK0697.The horizontal coordinates were established by classical geodetic methods
 NK0697.and adjusted by the National Geodetic Survey in May 1999..
 NK0697
 NK0697.The orthometric height was scaled from a topographic map.
 NK0697
 NK0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0697
 NK0697.The geoid height was determined by GEOID03.
 NK0697
 NK0697;                    North         East     Units Scale Factor Converg.
 NK0697;SPC IA N     - 1,165,758.647 1,503,439.320   MT  0.99996139   +0 01 42.9
 NK0697;UTM  15      - 4,760,057.347   462,678.760   MT  0.99961713   -0 18 43.9
 NK0697
 NK0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0697!SPC IA N     -   0.99994419  x   0.99996139  =   0.99990558
 NK0697!UTM  15      -   0.99994419  x   0.99961713  =   0.99956134
 NK0697
 NK0697:                Primary Azimuth Mark                     Grid Az
 NK0697:SPC IA N     -  SHEFFIELD CHEMICAL BIRCH PLANT           121 49 34.3
 NK0697:UTM  15      -  SHEFFIELD CHEMICAL BIRCH PLANT           122 10 01.1
 NK0697
 NK0697|---------------------------------------------------------------------|
 NK0697| PID    Reference Object                     Distance      Geod. Az  |
 NK0697|                                                           dddmmss.s |
 NK0697| NK0677 SHEFFIELD CHEMICAL BIRCH PLANT      APPROX.23.3 KM 1215117.2 |
 NK0697| OO1168 VENTURA                             APPROX.14.8 KM 3465114.6 |
 NK0697|---------------------------------------------------------------------|
 NK0697
 NK0697                          SUPERSEDED SURVEY CONTROL
 NK0697
 NK0697  NAD 83(1996)-  42 59 32.14848(N)    093 27 28.16836(W) AD(       ) 1
 NK0697  NAD 83(1986)-  42 59 32.14135(N)    093 27 28.16002(W) AD(       ) 1
 NK0697  NAD 27      -  42 59 32.27300(N)    093 27 27.42400(W) AD(       ) 1
 NK0697
 NK0697.Superseded values are not recommended for survey control.
 NK0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0697.See file dsdata.txt to determine how the superseded data were derived.
 NK0697
 NK0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH6267960057(NAD 83)
 NK0697_MARKER: DS = TRIANGULATION STATION DISK
 NK0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0697_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0697+STABILITY: SURFACE MOTION
 NK0697
 NK0697  HISTORY     - Date     Condition        Report By
 NK0697  HISTORY     - 1926     MONUMENTED       CGS
 NK0697  HISTORY     - 1934     GOOD             IOWAGS
 NK0697  HISTORY     - 1957     GOOD             CGS
 NK0697
 NK0697                          STATION DESCRIPTION
 NK0697
 NK0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HWH)
 NK0697'STATION IS LOCATED ON THE LINDON RANCH ABOUT 4 MILES NORTH AND
 NK0697'4 MILES WEST OF THE TOWN OF THORNTON, IOWA, ON THE WEST SIDE
 NK0697'CENTER OF THE NORTHWEST QUARTER OF SEC. 4, T. 94 N., R. 22 W.
 NK0697'THE MARK IS ABOUT 1-1/4 MILES SOUTH OF THE RANCH HOUSE AND
 NK0697'ON THE EAST SIDE OF THE FIRST ROAD TO THE WEST OF THE LINDON
 NK0697'RANCH HOUSE.  IT IS ON THE HIGHEST POINT OF A RIDGE OVER WHICH
 NK0697'THE ROAD PASSES.  THE FARMHOUSE OF MR. W.M. DEUTSCHER IS
 NK0697'LOCATED ON THE OPPOSITE SIDE OF THE ROAD FROM THE MARK, AND
 NK0697'ABOUT 300 METERS NORTHWEST.
 NK0697'
 NK0697'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NK0697'DISKS SET IN CONCRETE.
 NK0697'
 NK0697'REFERENCE MARK NO. 1 IS AT THE SOUTHEAST CORNER OF THE CROSSROADS
 NK0697'JUST NORTH OF THE DEUTSCHER FARMHOUSE.  IT IS JUST INSIDE THE
 NK0697'FENCE CORNER.
 NK0697'
 NK0697'REFERENCE MARK NO. 2 IS SET AT THE FENCE LINE JUST WEST OF THE
 NK0697'STATION.
 NK0697'
 NK0697'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 NK0697'GROUND.
 NK0697'
 NK0697'ALL MEASUREMENTS ARE SLOPE DISTANCES.
 NK0697'
 NK0697'HEIGHT OF SIGNAL ABOVE STATION MARK - 24 METERS.
 NK0697
 NK0697                          STATION RECOVERY (1934)
 NK0697
 NK0697'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 NK0697'ALL MARKS ARE IN GOOD CONDITION AND THE DESCRIPTIONS OF THE
 NK0697'SAME ARE ALRIGHT.
 NK0697
 NK0697                          STATION RECOVERY (1957)
 NK0697
 NK0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 NK0697'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 NK0697'CONDITION.  THE OLD DESCRIPTION IS ADEQUATE WITH THE ADDITION
 NK0697'OF DIRECTIONS TO REACH THE STATION.
 NK0697'
 NK0697'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18
 NK0697'AND STATE HIGHWAY 107 AT THE NORTH EDGE OF CLEAR LAKE, GO SOUTH ON
 NK0697'HIGHWAY 107 FOR 9.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 NK0697'WEST ON A GRAVELED ROAD FOR 4.0 MILES TO A CROSSROAD.  TURN LEFT
 NK0697'AND GO SOUTH ON THE GRAVELED ROAD FOR 1.2 MILES TO THE STATION
 NK0697'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0552 ***********************************************************************
 NL0552  DESIGNATION -  LINN GROVE LUTH CH SPIRE
 NL0552  PID         -  NL0552
 NL0552  STATE/COUNTY-  IA/BUENA VISTA
 NL0552  USGS QUAD   -  SIOUX RAPIDS (1971)
 NL0552
 NL0552                         *CURRENT SURVEY CONTROL
 NL0552  ___________________________________________________________________
 NL0552* NAD 83(1996)-  42 53 14.49486(N)    095 14 28.11232(W)     ADJUSTED  
 NL0552* NAVD 88     -                                                        
 NL0552  ___________________________________________________________________
 NL0552  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 NL0552  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 NL0552
 NL0552  HORZ ORDER  -  THIRD
 NL0552
 NL0552.The horizontal coordinates were established by classical geodetic methods
 NL0552.and adjusted by the National Geodetic Survey in May 1999..
 NL0552
 NL0552
 NL0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0552
 NL0552.The geoid height was determined by GEOID03.
 NL0552
 NL0552;                    North         East     Units Scale Factor Converg.
 NL0552;SPC IA N     - 1,155,568.949 1,357,783.286   MT  0.99995270   -1 10 48.2
 NL0552;UTM  15      - 4,750,742.924   316,991.337   MT  1.00001205   -1 31 32.3
 NL0552
 NL0552                          SUPERSEDED SURVEY CONTROL
 NL0552
 NL0552  NAD 83(1996)-  42 53 14.49487(N)    095 14 28.11230(W) AD(       ) 4
 NL0552  NAD 83(1986)-  42 53 14.49365(N)    095 14 28.10716(W) AD(       ) 4
 NL0552  NAD 27      -  42 53 14.57000(N)    095 14 27.13000(W) AD(       ) 3
 NL0552
 NL0552.Superseded values are not recommended for survey control.
 NL0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0552.See file dsdata.txt to determine how the superseded data were derived.
 NL0552
 NL0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1699150743(NAD 83)
 NL0552_MARKER: 90 = CHURCH SPIRE
 NL0552
 NL0552  HISTORY     - Date     Condition        Report By
 NL0552  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0552
 NL0552                          STATION DESCRIPTION
 NL0552
 NL0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0552'THIS STATION IS A SPIRE ON THE LINN GROVE LUTHERAN CHURCH,
 NL0552'LOCATED 1 BLOCK EAST OF THE MUNICIPAL WATER TANK IN THE
 NL0552'TOWN OF LINN GROVE.
 NL0552'
 NL0552'THE CHURCH WAS BUILT IN 1901 AND HAS A WHITE PAINTED SPIRE
 NL0552'WITH A POINTED FINIAL AT ITS APEX.  THE FINIAL IS THE OBJECT
 NL0552'SIGHTED UPON.
 NL0552'
 NL0552'THE HEIGHT OF THE SPIRE IS 50 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0550 ***********************************************************************
 NL0550  DESIGNATION -  LINN GROVE MUNICIPAL TANK
 NL0550  PID         -  NL0550
 NL0550  STATE/COUNTY-  IA/BUENA VISTA
 NL0550  USGS QUAD   -  SIOUX RAPIDS (1971)
 NL0550
 NL0550                         *CURRENT SURVEY CONTROL
 NL0550  ___________________________________________________________________
 NL0550* NAD 83(1996)-  42 53 14.85572(N)    095 14 31.75751(W)     ADJUSTED  
 NL0550* NAVD 88     -                                                        
 NL0550  ___________________________________________________________________
 NL0550  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 NL0550  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 NL0550
 NL0550  HORZ ORDER  -  THIRD
 NL0550
 NL0550.The horizontal coordinates were established by classical geodetic methods
 NL0550.and adjusted by the National Geodetic Survey in May 1999..
 NL0550
 NL0550
 NL0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0550
 NL0550.The geoid height was determined by GEOID03.
 NL0550
 NL0550;                    North         East     Units Scale Factor Converg.
 NL0550;SPC IA N     - 1,155,581.785 1,357,700.822   MT  0.99995271   -1 10 50.6
 NL0550;UTM  15      - 4,750,756.259   316,908.947   MT  1.00001242   -1 31 34.8
 NL0550
 NL0550                          SUPERSEDED SURVEY CONTROL
 NL0550
 NL0550  NAD 83(1996)-  42 53 14.85573(N)    095 14 31.75748(W) AD(       ) 4
 NL0550  NAD 83(1986)-  42 53 14.85453(N)    095 14 31.75221(W) AD(       ) 4
 NL0550  NAD 27      -  42 53 14.93400(N)    095 14 30.77400(W) AD(       ) 3
 NL0550
 NL0550.Superseded values are not recommended for survey control.
 NL0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0550.See file dsdata.txt to determine how the superseded data were derived.
 NL0550
 NL0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1690950756(NAD 83)
 NL0550_MARKER: 53 = ELEVATED TANK
 NL0550
 NL0550  HISTORY     - Date     Condition        Report By
 NL0550  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0550
 NL0550                          STATION DESCRIPTION
 NL0550
 NL0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0550'STATION IS LOCATED IN THE SE PART OF LINN GROVE AT THE NE
 NL0550'CORNER OF THE PRESBYTERIAN CHURCH AND ON THE ADJOINING LOT
 NL0550'TO THE EAST.
 NL0550'
 NL0550'THE STRUCTURE IS SUPPORTED BY FOUR STEEL TRUSSWORK LEGS.
 NL0550'THE ENTIRE STRUCTURE IS PAINTED SILVER WITH THE LETTERING
 NL0550'LINN GROVE ON THE SOUTH SIDE.  THERE IS AN ELECTRIC LIGHT AND
 NL0550'BALL AT ITS APEX.  IT WAS ERECTED IN 1919 AND IS 92 FEET
 NL0550'IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1320 ***********************************************************************
 LF1320  DESIGNATION -  LISTON RESET
 LF1320  PID         -  LF1320
 LF1320  STATE/COUNTY-  IA/TAYLOR
 LF1320  USGS QUAD   -  GUSS (1980)
 LF1320
 LF1320                         *CURRENT SURVEY CONTROL
 LF1320  ___________________________________________________________________
 LF1320* NAD 83(1996)-  40 49 17.57965(N)    094 47 10.99604(W)     ADJUSTED  
 LF1320* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 LF1320  ___________________________________________________________________
 LF1320  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 LF1320  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 LF1320
 LF1320  HORZ ORDER  -  FIRST
 LF1320
 LF1320.The horizontal coordinates were established by classical geodetic methods
 LF1320.and adjusted by the National Geodetic Survey in May 1999..
 LF1320
 LF1320.The orthometric height was scaled from a topographic map.
 LF1320
 LF1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1320
 LF1320.The geoid height was determined by GEOID03.
 LF1320
 LF1320;                    North         East     Units Scale Factor Converg.
 LF1320;SPC IA S     -    92,034.077   391,485.341   MT  0.99997016   -0 50 50.4
 LF1320;UTM  15      - 4,520,483.177   349,353.983   MT  0.99987933   -1 10 04.8
 LF1320
 LF1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1320!SPC IA S     -   0.99994412  x   0.99997016  =   0.99991428
 LF1320!UTM  15      -   0.99994412  x   0.99987933  =   0.99982345
 LF1320
 LF1320:                Primary Azimuth Mark                     Grid Az
 LF1320:SPC IA S     -  LISTON AZ MK                             012 12 40.0
 LF1320:UTM  15      -  LISTON AZ MK                             012 31 54.4
 LF1320
 LF1320|---------------------------------------------------------------------|
 LF1320| PID    Reference Object                     Distance      Geod. Az  |
 LF1320|                                                           dddmmss.s |
 LF1320| CL7333 LISTON AZ MK                                       0112149.6 |
 LF1320| LF1295 LENOX MUNICIPAL TANK                APPROX.20.3 KM 0711149.3 |
 LF1320| CL7336 LISTON RM 3                          44.528 METERS 09134     |
 LF1320| CL7334 LISTON RM 1                          26.521 METERS 22121     |
 LF1320| CL7335 LISTON RM 2                          26.310 METERS 29515     |
 LF1320| LF1321 LISTON AZ MK 2                      APPROX. 1.3 KM 3025723.4 |
 LF1320|---------------------------------------------------------------------|
 LF1320
 LF1320                          SUPERSEDED SURVEY CONTROL
 LF1320
 LF1320  NAD 83(1986)-  40 49 17.57724(N)    094 47 11.02262(W) AD(       ) 1
 LF1320  NAD 27      -  40 49 17.62400(N)    094 47 10.11900(W) AD(       ) 1
 LF1320
 LF1320.Superseded values are not recommended for survey control.
 LF1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1320.See file dsdata.txt to determine how the superseded data were derived.
 LF1320
 LF1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF4935420483(NAD 83)
 LF1320_MARKER: DS = TRIANGULATION STATION DISK
 LF1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1320
 LF1320  HISTORY     - Date     Condition        Report By
 LF1320  HISTORY     - 1934     MONUMENTED       CGS
 LF1320  HISTORY     - 1974     GOOD             USE
 LF1320  HISTORY     - 1974     GOOD             NGS
 LF1320  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LF1320
 LF1320                          STATION DESCRIPTION
 LF1320
 LF1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1320'STATION IS ABOUT 5 MILES NNW OF GRAVITY, ABOUT 13 MILES SSW OF
 LF1320'CORNING, IN NW 1/4 SECTION 32, T 70 N, R 34 W, ON LAND OWNED AND
 LF1320'OCCUPIED BY P.H. LISTON, IN HIS WOOD LOT, 28 FEET W OF THE WIRE
 LF1320'FENCE THAT SEPARATES THE WOOD LOT ON W FROM YARD ON E, 77 FEET
 LF1320'NW OF NW CORNER OF MR. LISTONS HOUSE, 91 FEET NE OF NE LEG OF THE
 LF1320'WINDMILL, 59 FEET NW OF NW CORNER OF THE SMOKE HOUSE, 30 FEET
 LF1320'WSW OF THE 15-INCH HICKORY THAT STANDS AT NW CORNER OF THE YARD,
 LF1320'23 FEET NNW OF A 12-INCH HICKORY.  THE MARK IS FLUSH WITH THE
 LF1320'SURFACE.
 LF1320'
 LF1320'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LF1320'DISKS SET IN CONCRETE.
 LF1320'
 LF1320'REFERENCE MARK NO. 1 IS SW OF STATION, 4 FEET NNE OF NE LEG OF
 LF1320'WIND MILL, 4 FEET S OF A 6-INCH HICKORY.  IT IS FLUSH WITH THE
 LF1320'SURFACE.
 LF1320'
 LF1320'REFERENCE MARK NO. 2 IS NW OF STATION, 24 FEET NNW OF A 12-INCH
 LF1320'HICKORY, 74 FEET W OF A 16-INCH HICKORY, 104.24 FEET NNW OF
 LF1320'REFERENCE MARK NO. 1.  IT IS FLUSH WITH THE SURFACE.
 LF1320'
 LF1320'AZIMUTH MARK IS NNE OF STATION, 23 FEET S OF CENTER LINE OF
 LF1320'ROAD, 1 FOOT N OF RIGHT-OF-WAY FENCE, ABOUT 250 FEET E OF
 LF1320'CROSSROADS.  IT PROJECTS 4 INCHES.
 LF1320'
 LF1320'TO REACH FROM THE FIRE BELL IN THE CENTER OF THE MAIN STREET
 LF1320'IN GRAVITY, GO N AND W ON COUNTY ROUTE Q, 5.8 MILES TO WHERE
 LF1320'COUNTY ROUTE Q TURNS W.  CONTINUE N FROM HERE 0.5 MILE TO MR.
 LF1320'LISTONS HOUSE AND STATION ON W SIDE OF ROAD.
 LF1320'
 LF1320'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 LF1320'
 LF1320'HEIGHT OF LIGHT ABOVE STATION MARK IS - 87 FEET.
 LF1320
 LF1320                          STATION RECOVERY (1974)
 LF1320
 LF1320'RECOVERY NOTE BY US ENGINEERS 1974 (RLW)
 LF1320'LISTON RECOVERED IN GOOD CONDITION.
 LF1320'
 LF1320'AZIMUTH MARK DESTROYED DUE TO ROAD CONSTRUCTION.
 LF1320'
 LF1320'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES NNW OF
 LF1320'GRAVITY, IOWA.
 LF1320
 LF1320                          STATION RECOVERY (1974)
 LF1320
 LF1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LF1320'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LF1320'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 LF1320'SEARCHED FOR AND NOT FOUND AND IT IS BELIEVED THIS MARK WAS
 LF1320'DESTROYED WHEN THE ROAD WAS WIDENED.  NO OLD TIE LINES VISIBLE
 LF1320'OR SUITABLE PLACE TO ESTABLISH A NEW AZIMUTH MARK.
 LF1320'
 LF1320'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LF1320'
 LF1320'THE STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHWEST OF GRAVITY,
 LF1320'ABOUT 13 MILES SOUTH-SOUTHWEST OF CORNING, IN THE NORTHWEST QUARTER
 LF1320'OF SECTION 32, T 70 N, R 34 W, IN AN OLD FARM YARD OWNED BY
 LF1320'MR. WALTER TITUS, SHARPSBURG, IOWA.
 LF1320'
 LF1320'TO REACH THE STATION FROM THE POST OFFICE IN GRAVITY, GO NORTH ON
 LF1320'MAIN STREET FOR 0.3 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 LF1320'A GRAVELED ROAD FOR 0.7 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 LF1320'NORTH ON A GRAVELED ROAD FOR 1.55 MILES TO A CROSSROAD.  TURN LEFT
 LF1320'AND GO WEST ON A GRAVELED ROAD FOR 0.75 MILE TO A CROSSROAD.
 LF1320'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.45 MILE TO A
 LF1320'CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.85 MILE
 LF1320'TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED
 LF1320'ROAD FOR 2.1 MILES TO OLD FARM BUILDINGS AND THE STATION ON THE
 LF1320'LEFT.
 LF1320'
 LF1320'THE STATION MARK IS A STANDARD DISK STAMPED LISTON 1934, SET IN THE
 LF1320'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 LF1320'THE SURFACE OF THE GROUND.  IT IS 77 FEET NORTHWEST OF THE
 LF1320'NORTHWEST CORNER OF THE OLD FARM HOUSE, 91 FEET NORTHEAST OF THE
 LF1320'NORTHEAST LEG OF A WINDMILL, 1 FOOT SOUTH OF THE SOUTH SIDE OF A
 LF1320'SMALL SHED AND 1.5 FEET WEST OF A METAL WITNESS POST.
 LF1320'
 LF1320'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LISTON NO 1 1934, SET IN
 LF1320'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE
 LF1320'SURFACE OF THE GROUND.  IT IS 4 FEET NORTH-NORTHEAST OF THE
 LF1320'NORTHEAST LEG OF THE WINDMILL AND 1 FOOT EAST OF A METAL WITNESS
 LF1320'POST.
 LF1320'
 LF1320'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LISTON NO 2 1934, SET
 LF1320'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES
 LF1320'BELOW THE SURFACE OF THE GROUND.  IT IS 40 FEET EAST OF A 20-INCH
 LF1320'WALNUT TREE, 25 FEET NORTHWEST OF A 20-INCH HICKORY TREE AND 1
 LF1320'FOOT EAST OF A METAL WITNESS POST.
 LF1320'
 LF1320'NOTE--THIS STATION WAS NOT OCCUPIED FOR HORIZONTAL DIRECTIONS BY
 LF1320'THIS PARTY THIS DATE.
 LF1320'
 LF1320'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 LF1320'NNW OF GRAVITY.
 LF1320
 LF1320                          STATION RECOVERY (1977)
 LF1320
 LF1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LF1320'THE STATION MARKS, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LF1320'RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO REMOVAL OF OLD FARM
 LF1320'BUILDINGS AND THE AREA PUT UNDER-CULTIVATION, THE SURFACE STATION
 LF1320'MARK AND REFERENCE MARK 2 WOULD BE DESTROYED.  THIS DATE THE
 LF1320'STATION MARK WAS LOWERED AND REFERENCE MARK 3 AND A NEW AZIMUTH
 LF1320'MARK WERE ESTABLISHED.  A POLARIS OBSERVATION WAS MADE 3-15-77 FOR
 LF1320'BEARING FOR THE AZIMUTH MARK AS NO ESTABLISHED TIE LINES WERE
 LF1320'VISIBLE FROM GROUND LEVEL.
 LF1320'
 LF1320'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LF1320'
 LF1320'THE STATION IS ABOUT 5.0 MILES NORTH-NORTHWEST OF GRAVITY, ABOUT
 LF1320'13.0 MILES SOUTH-SOUTHWEST OF CORNING, IN THE NORTHWEST QUARTER OF
 LF1320'SECTION 32, T 70 N, R 34 W AND ON LAND OWNED BY MR. TERRY BEEMER,
 LF1320'ROUTE 1, GRAVITY, IOWA.
 LF1320'
 LF1320'TO REACH THE STATION FROM THE GRAVITY FIRE STATION IN GRAVITY, GO
 LF1320'NORTH AND WEST ON A SURFACED AND GRAVELED ROAD FOR 0.9 MILE TO A
 LF1320'ROAD FORK, BEAR RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 4.5 MILES
 LF1320'TO A T-ROAD, TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.5 MILES
 LF1320'TO A CROSSROAD, TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 LF1320'0.45 MILE TO TOP OF A HILL, A DRIVEWAY AND STATION ON THE RIGHT
 LF1320'AND OLD FARM BUILDINGS ON THE LEFT.
 LF1320'
 LF1320'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED, LISTON 1934
 LF1320'1977, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST 18 INCHES
 LF1320'BELOW THE GROUND SURFACE WITH REBAR PLACED IN THE CONCRETE
 LF1320'MONUMENT.  IT IS 91 FEET NORTHEAST OF THE NORTHEAST LEG OF A
 LF1320'WINDMILL.  THE UNDERGROUND STATION MARK IS A STANDARD DISK
 LF1320'STAMPED LISTON 1934, SET IN AN IRREGULAR MASS OF CONCRETE 3-1/2
 LF1320'FEET BELOW THE GROUND SURFACE.
 LF1320'
 LF1320'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LISTON NO 1 1934, SET
 LF1320'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 2 INCHES
 LF1320'BELOW THE GROUND SURFACE.  IT IS 3.5 FEET NORTH OF THE NORTHEAST
 LF1320'LEG OF THE WINDMILL.
 LF1320'
 LF1320'REFERENCE MARK 3 IS A 4 INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LF1320'LISTON 1934 NO 3 1977 AND PROJECTS 2 INCHES ABOVE THE GROUND
 LF1320'SURFACE.  IT IS 123 FEET NORTH OF THE CENTER OF THE DRIVEWAY, 32
 LF1320'FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT SOUTH OF A
 LF1320'METAL WITNESS POST.
 LF1320'
 LF1320'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LISTON 1934 AZ 2 1977,
 LF1320'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS 1 INCH
 LF1320'BELOW THE GROUND SURFACE.  IT IS 48 FEET EAST OF THE NORTHEAST
 LF1320'CORNER OF A BARN, 37 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 LF1320'1.8 FEET NORTHEAST OF A CORNER FENCE POST, 1.2 FEET WEST OF A
 LF1320'METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 LF1320'
 LF1320'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 LF1320'ROAD FOR 0.45 MILE TO A CROSSROAD, TURN LEFT AND GO WEST ON A
 LF1320'GRAVELED ROAD FOR 0.65 MILE TO BARNS AND THE AZIMUTH MARK 2 ON THE
 LF1320'LEFT AND A HOUSE ON THE RIGHT.
 LF1320'
 LF1320'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NNW OF
 LF1320'GRAVITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0830 ***********************************************************************
 OP0830  DESIGNATION -  LITTLE ROCK
 OP0830  PID         -  OP0830
 OP0830  STATE/COUNTY-  IA/LYON
 OP0830  USGS QUAD   -  LITTLE ROCK (1972)
 OP0830
 OP0830                         *CURRENT SURVEY CONTROL
 OP0830  ___________________________________________________________________
 OP0830* NAD 83(1996)-  43 26 27.66758(N)    095 53 01.05079(W)     ADJUSTED  
 OP0830* NAVD 88     -       462.     (meters)    1516.     (feet)  SCALED    
 OP0830  ___________________________________________________________________
 OP0830  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 OP0830  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 OP0830
 OP0830  HORZ ORDER  -  THIRD
 OP0830
 OP0830.The horizontal coordinates were established by classical geodetic methods
 OP0830.and adjusted by the National Geodetic Survey in May 1999..
 OP0830
 OP0830.The orthometric height was scaled from a topographic map.
 OP0830
 OP0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0830
 OP0830.The geoid height was determined by GEOID03.
 OP0830
 OP0830;                    North         East     Units Scale Factor Converg.
 OP0830;SPC IA N     - 1,218,333.162 1,307,051.276   MT  1.00003652   -1 36 55.8
 OP0830;SPC MN S     -   150,761.308   647,509.947   MT  1.00009172   -1 19 13.0
 OP0830;UTM  15      - 4,813,830.665   266,642.945   MT  1.00026990   -1 59 01.3
 OP0830
 OP0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0830!SPC IA N     -   0.99993170  x   1.00003652  =   0.99996821
 OP0830!SPC MN S     -   0.99993170  x   1.00009172  =   1.00002341
 OP0830!UTM  15      -   0.99993170  x   1.00026990  =   1.00020158
 OP0830
 OP0830|---------------------------------------------------------------------|
 OP0830| PID    Reference Object                     Distance      Geod. Az  |
 OP0830|                                                           dddmmss.s |
 OP0830| AI2480 LITTLE ROCK RM 1                     22.488 METERS 04515     |
 OP0830| AI2482 LITTLE ROCK AZ MK                                  2713932.7 |
 OP0830| AI2481 LITTLE ROCK RM 2                     28.741 METERS 27427     |
 OP0830|---------------------------------------------------------------------|
 OP0830
 OP0830                          SUPERSEDED SURVEY CONTROL
 OP0830
 OP0830  NAD 83(1996)-  43 26 27.66759(N)    095 53 01.05079(W) AD(       ) 3
 OP0830  NAD 83(1996)-  43 26 27.66551(N)    095 53 01.04457(W) AD(       ) 3
 OP0830  NAD 83(1986)-  43 26 27.66637(N)    095 53 01.03904(W) AD(       ) 3
 OP0830  NAD 27      -  43 26 27.77900(N)    095 52 59.96800(W) AD(       ) 3
 OP0830
 OP0830.Superseded values are not recommended for survey control.
 OP0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0830.See file dsdata.txt to determine how the superseded data were derived.
 OP0830
 OP0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6664313831(NAD 83)
 OP0830_MARKER: DS = TRIANGULATION STATION DISK
 OP0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0830_STAMPING: LITTLE ROCK 1949
 OP0830_MARK LOGO: CGS   
 OP0830_PROJECTION: RECESSED 5 CENTIMETERS
 OP0830_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0830+STABILITY: SURFACE MOTION
 OP0830
 OP0830  HISTORY     - Date     Condition        Report By
 OP0830  HISTORY     - 1949     MONUMENTED       CGS
 OP0830  HISTORY     - 19801008 GOOD             NGS
 OP0830
 OP0830                          STATION DESCRIPTION
 OP0830
 OP0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OP0830'STATION IS LOCATED IN THE VILLAGE OF LITTLE ROCK ON VILLAGE
 OP0830'PROPERTY.  STATION IS 40 FEET NORTHWEST OF THE APPROXIMATE
 OP0830'CENTER OF THE MUNICIPAL WATER TANK AND 28 FEET SOUTH OF THE
 OP0830'APPROXIMATE CENTERLINE OF GRAVEL STREET.  THE MARK IS FLUSH
 OP0830'WITH THE GROUND AND THE DISK IS STAMPED LITTLE ROCK 1949.
 OP0830'
 OP0830'REFERENCE MARK NO. 1 IS 55 FEET WEST OF THE CENTERLINE OF THE
 OP0830'MAIN STREET, 24 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 OP0830'GRAVEL STREET AND AT SOUTH EDGE OF SIDEWALK.  THE MARK IS FLUSH
 OP0830'WITH THE GROUND AND THE DISK IS STAMPED LITTLE ROCK NO 1 1949.
 OP0830'
 OP0830'REFERENCE MARK NO. 2 IS 19 FEET SOUTH OF THE APPROXIMATE
 OP0830'CENTERLINE OF GRAVEL STREET, 10 FEET WEST OF THE CENTERLINE
 OP0830'OF DRIVEWAY AND 1.5 FEET NORTH OF A TELEPHONE POLE.  THE MARK
 OP0830'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LITTLE ROCK
 OP0830'NO 2 1949.
 OP0830'
 OP0830'AZIMUTH MARK IS 0.3 MILE WEST OF STATION, 8 FEET WEST OF THE
 OP0830'APPROXIMATE CENTERLINE OF TRACK ROAD, 3.5 FEET NORTH OF WITNESS
 OP0830'POST AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 6
 OP0830'INCHES AND THE DISK IS STAMPED LITTLE ROCK 1949.
 OP0830'
 OP0830'TO REACH FROM THE POST OFFICE IN LITTLE ROCK GO SOUTH ON THE
 OP0830'MAIN STREET FOR 0.15 MILE TO CROSS STREET AND STATION ON THE
 OP0830'RIGHT OR WEST SIDE OF STREET AS DESCRIBED.  TO REACH AZIMUTH
 OP0830'MARK FROM STATION GO WEST ON GRAVEL STREET AND TRACK ROAD
 OP0830'FOR 0.3 MILE TO FENCELINE AND AZIMUTH AS DESCRIBED.
 OP0830'
 OP0830'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OP0830
 OP0830                          STATION RECOVERY (1980)
 OP0830
 OP0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 OP0830'THE SURFACE STATION MARK, REFERENCE MARK 1, 2 AND THE AZIMUTH MARK
 OP0830'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS OBSTRUCTED BY
 OP0830'A WEEPING WILLOW TREE AND COULD NOT BE CLEARED TO.  THERE IS NO
 OP0830'SUITABLE LOCATION FOR ANOTHER AZIMUTH MARK DUE TO TREES AND BUILDINGS.
 OP0830'THE ANGLE BETWEEN THE REFERENCE MARKS WAS 1 MINUTE, 39 SECONDS LARGER
 OP0830'THAN 1949 DATA.  THE DISTANCE TO REFERENCE MARK 1 WAS 0.019 METER
 OP0830'(0.062 FT) SHORTER AND TO REFERENCE MARK 2 WAS 0.004 METER (0.013 FT)
 OP0830'SHORTER.
 OP0830'THE STATION IS LOCATED IN LITTLE ROCK, IN THE SOUTHWEST ANGLE OF THE
 OP0830'INTERSECTION OF MAIN AND BURR STREETS AND AT THE MUNICIPAL WATER TANK.
 OP0830'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON BURR STREET FOR
 OP0830'0.3 MILE (0.5 KM) TO THE MARK AT THE END OF THE STREET.
 OP0830'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---LITTLE ROCK
 OP0830'1949---, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 2 INCHES
 OP0830'BELOW THE GROUND SURFACE.  IT IS 107.0 FT (32.6 M) WEST OF THE
 OP0830'CENTERLINE OF MAIN STREET 39.0 FT (11.9 M) NORTHWEST OF THE LEADING
 OP0830'EDGE OF THE RISER OF THE WATER TANK AND 28.0 FT (8.5 M) SOUTH OF THE
 OP0830'CENTERLINE OF BURR STREET.  THE UNDERGROUND MARK WAS NOT INSPECTED.  A
 OP0830'PIECE OF REBAR WAS DRIVEN BY THE MARK. REFERENCE MARK 1 IS A STANDARD
 OP0830'DISK, STAMPED---LITTLE ROCK NO 1 1949---, SET IN THE TOP OF A SQUARE
 OP0830'CONCRETE POST THAT IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 55.0
 OP0830'FT (16.8 M) WEST OF THE CENTERLINE OF MAIN STREET, 24.0 FT (7.3 M)
 OP0830'NORTH OF THE CENTERLINE OF BURR STREET AND 0.5 FOOT (15.2 CM) SOUTH OF
 OP0830'THE SOUTH EDGE OF A SIDEWALK.  REBAR WAS DRIVEN BY MARK.  REFERENCE
 OP0830'MARK 2 IS A STANDARD DISK, STAMPED---LITTLE ROCK NO 2 1949---, SET IN
 OP0830'THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 19 FT (5.8 M)
 OP0830'SOUTH OF THE CENTERLINE OF BURR STREET AND 10 FT (3.0 M) WEST OF THE
 OP0830'CENTERLINE OF AN ALLEY WAY.  REBAR DRIVEN BY THE MARK.  THE AZIMUTH
 OP0830'MARK IS A STANDARD DISK, STAMPED---LITTLES ROCK 1949---, SET IN THE
 OP0830'TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 84.0 FT
 OP0830'(25.6 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 37.5 FT
 OP0830'(11.4 M) NORTH OF A FIRE HYDRANT, 24.0 FT (7.3 M) WEST OF THE
 OP0830'CENTERLINE OF LIBERTY AVENUE, 10.8 FT (3.3 M) SOUTH OF A STREET SIGN
 OP0830'AND 1.0 FOOT (0.3 M) EAST OF A FENCE.  REBAR WAS DRIVEN BY THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0831 ***********************************************************************
 OP0831  DESIGNATION -  LITTLE ROCK MUNICIPAL TANK
 OP0831  PID         -  OP0831
 OP0831  STATE/COUNTY-  IA/LYON
 OP0831  USGS QUAD   -  LITTLE ROCK (1972)
 OP0831
 OP0831                         *CURRENT SURVEY CONTROL
 OP0831  ___________________________________________________________________
 OP0831* NAD 83(1996)-  43 26 27.46260(N)    095 53 00.60147(W)     ADJUSTED  
 OP0831* NAVD 88     -                                                        
 OP0831  ___________________________________________________________________
 OP0831  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 OP0831  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 OP0831
 OP0831  HORZ ORDER  -  THIRD
 OP0831
 OP0831.The horizontal coordinates were established by classical geodetic methods
 OP0831.and adjusted by the National Geodetic Survey in May 1999..
 OP0831
 OP0831
 OP0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0831
 OP0831.The geoid height was determined by GEOID03.
 OP0831
 OP0831;                    North         East     Units Scale Factor Converg.
 OP0831;SPC IA N     - 1,218,326.554 1,307,061.198   MT  1.00003651   -1 36 55.5
 OP0831;SPC MN S     -   150,754.751   647,519.904   MT  1.00009173   -1 19 12.7
 OP0831;UTM  15      - 4,813,823.992   266,652.827   MT  1.00026984   -1 59 01.0
 OP0831
 OP0831                          SUPERSEDED SURVEY CONTROL
 OP0831
 OP0831  NAD 83(1996)-  43 26 27.46261(N)    095 53 00.60147(W) AD(       ) 4
 OP0831  NAD 83(1996)-  43 26 27.46008(N)    095 53 00.59512(W) AD(       ) 4
 OP0831  NAD 83(1986)-  43 26 27.46135(N)    095 53 00.58970(W) AD(       ) 4
 OP0831  NAD 27      -  43 26 27.57900(N)    095 52 59.52100(W) AD(       ) 3
 OP0831
 OP0831.Superseded values are not recommended for survey control.
 OP0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0831.See file dsdata.txt to determine how the superseded data were derived.
 OP0831
 OP0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6665313824(NAD 83)
 OP0831_MARKER: 51 = TANK
 OP0831
 OP0831  HISTORY     - Date     Condition        Report By
 OP0831  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP0831
 OP0831                          STATION DESCRIPTION
 OP0831
 OP0831'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0714 ***********************************************************************
 NL0714  DESIGNATION -  LIVERMORE MUNICIPAL TANK
 NL0714  PID         -  NL0714
 NL0714  STATE/COUNTY-  IA/HUMBOLDT
 NL0714  USGS QUAD   -  LIVERMORE (1972)
 NL0714
 NL0714                         *CURRENT SURVEY CONTROL
 NL0714  ___________________________________________________________________
 NL0714* NAD 83(1996)-  42 52 03.79479(N)    094 11 03.04233(W)     ADJUSTED  
 NL0714* NAVD 88     -                                                        
 NL0714  ___________________________________________________________________
 NL0714  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 NL0714  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 NL0714
 NL0714  HORZ ORDER  -  THIRD
 NL0714
 NL0714.The horizontal coordinates were established by classical geodetic methods
 NL0714.and adjusted by the National Geodetic Survey in May 1999..
 NL0714
 NL0714
 NL0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0714
 NL0714.The geoid height was determined by GEOID03.
 NL0714
 NL0714;                    North         East     Units Scale Factor Converg.
 NL0714;SPC IA N     - 1,152,149.000 1,444,095.227   MT  0.99995145   -0 27 49.3
 NL0714;UTM  15      - 4,746,805.653   403,272.250   MT  0.99971510   -0 48 20.4
 NL0714
 NL0714                          SUPERSEDED SURVEY CONTROL
 NL0714
 NL0714  NAD 83(1996)-  42 52 03.79464(N)    094 11 03.04233(W) AD(       ) 4
 NL0714  NAD 83(1986)-  42 52 03.78703(N)    094 11 03.03287(W) AD(       ) 4
 NL0714  NAD 27      -  42 52 03.88000(N)    094 11 02.17000(W) AD(       ) 3
 NL0714
 NL0714.Superseded values are not recommended for survey control.
 NL0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0714.See file dsdata.txt to determine how the superseded data were derived.
 NL0714
 NL0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0327246806(NAD 83)
 NL0714_MARKER: 53 = ELEVATED TANK
 NL0714
 NL0714  HISTORY     - Date     Condition        Report By
 NL0714  HISTORY     - 1938     FIRST OBSERVED   CGS
 NL0714
 NL0714                          STATION DESCRIPTION
 NL0714
 NL0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0714'OBSERVED CENTER MUNICIPAL WATER TANK.  WOOD, ABOUT 65 FEET HIGH.
 NL0714'
 NL0714'LOCATED 1/2 BLOCK S OF E END OF MAIN STREET OF BUSINESS
 NL0714'SECTION OF TOWN.
 NL0714'
 NL0714'OBSERVED FROM TRIANGULATION STATIONS HARDY AND BODE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0052 ***********************************************************************
 LF0052  DESIGNATION -  LL 105
 LF0052  PID         -  LF0052
 LF0052  STATE/COUNTY-  IA/RINGGOLD
 LF0052  USGS QUAD   -  BLOCKTON (1981)
 LF0052
 LF0052                         *CURRENT SURVEY CONTROL
 LF0052  ___________________________________________________________________
 LF0052* NAD 83(1986)-  40 36 14.     (N)    094 23 18.     (W)     SCALED    
 LF0052* NAVD 88     -       352.161  (meters)    1155.38   (feet)  ADJUSTED  
 LF0052  ___________________________________________________________________
 LF0052  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 LF0052  DYNAMIC HT  -         351.976 (meters)    1154.77  (feet)  COMP
 LF0052  MODELED GRAV-     980,091.4   (mgal)                       NAVD 88
 LF0052
 LF0052  VERT ORDER  -  SECOND    CLASS 0
 LF0052
 LF0052.The horizontal coordinates were scaled from a topographic map and have
 LF0052.an estimated accuracy of +/- 6 seconds.
 LF0052
 LF0052.The orthometric height was determined by differential leveling
 LF0052.and adjusted by the National Geodetic Survey in June 1991..
 LF0052
 LF0052.The geoid height was determined by GEOID03.
 LF0052
 LF0052.The dynamic height is computed by dividing the NAVD 88
 LF0052.geopotential number by the normal gravity value computed on the
 LF0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0052.degrees latitude (g = 980.6199 gals.).
 LF0052
 LF0052.The modeled gravity was interpolated from observed gravity values.
 LF0052
 LF0052;                    North         East    Units  Estimated Accuracy
 LF0052;SPC IA S     -    67,450.      424,820.      MT  (+/- 180 meters Scaled)
 LF0052
 LF0052                          SUPERSEDED SURVEY CONTROL
 LF0052
 LF0052  NGVD 29 (??/??/92)  352.059  (m)         1155.05   (f) ADJ UNCH    2 0
 LF0052
 LF0052.Superseded values are not recommended for survey control.
 LF0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0052.See file dsdata.txt to determine how the superseded data were derived.
 LF0052
 LF0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE825957(NAD 83)
 LF0052_MARKER: DB = BENCH MARK DISK
 LF0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0052_STAMPING: LL 105 1935
 LF0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0052+STABILITY: SURFACE MOTION
 LF0052
 LF0052  HISTORY     - Date     Condition        Report By
 LF0052  HISTORY     - 1935     MONUMENTED       CGS
 LF0052
 LF0052                          STATION DESCRIPTION
 LF0052
 LF0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0052'AT REDDING.
 LF0052'AT REDDING, RINGGOLD COUNTY, IN THE SOUTHEAST CORNER OF THE
 LF0052'CITY PARK, 36 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 LF0052'STREET, 36 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 LF0052'STREET, AND ABOUT 2-1/2 FEET HIGHER THAN THE STREET.  A STANDARD
 LF0052'DISK, STAMPED LL 105 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0443 ***********************************************************************
 MG0443  DESIGNATION -  LL 126=58 34
 MG0443  PID         -  MG0443
 MG0443  STATE/COUNTY-  IA/LOUISA
 MG0443  USGS QUAD   -  MEDIAPOLIS (1965)
 MG0443
 MG0443                         *CURRENT SURVEY CONTROL
 MG0443  ___________________________________________________________________
 MG0443* NAD 83(1986)-  41 05 18.     (N)    091 13 31.     (W)     SCALED    
 MG0443* NAVD 88     -       224.699  (meters)     737.20   (feet)  ADJUSTED  
 MG0443  ___________________________________________________________________
 MG0443  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MG0443  DYNAMIC HT  -         224.599 (meters)     736.87  (feet)  COMP
 MG0443  MODELED GRAV-     980,175.7   (mgal)                       NAVD 88
 MG0443
 MG0443  VERT ORDER  -  SECOND    CLASS 0
 MG0443
 MG0443.The horizontal coordinates were scaled from a topographic map and have
 MG0443.an estimated accuracy of +/- 6 seconds.
 MG0443
 MG0443.The orthometric height was determined by differential leveling
 MG0443.and adjusted by the National Geodetic Survey in June 1991..
 MG0443
 MG0443.The geoid height was determined by GEOID03.
 MG0443
 MG0443.The dynamic height is computed by dividing the NAVD 88
 MG0443.geopotential number by the normal gravity value computed on the
 MG0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0443.degrees latitude (g = 980.6199 gals.).
 MG0443
 MG0443.The modeled gravity was interpolated from observed gravity values.
 MG0443
 MG0443;                    North         East    Units  Estimated Accuracy
 MG0443;SPC IA S     -   123,360.      691,100.      MT  (+/- 180 meters Scaled)
 MG0443
 MG0443                          SUPERSEDED SURVEY CONTROL
 MG0443
 MG0443  NGVD 29 (??/??/92)  224.750  (m)          737.37   (f) ADJ UNCH    2 0
 MG0443
 MG0443.Superseded values are not recommended for survey control.
 MG0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0443.See file dsdata.txt to determine how the superseded data were derived.
 MG0443
 MG0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF490500(NAD 83)
 MG0443_MARKER: DD = SURVEY DISK
 MG0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0443_STAMPING: 58-34 LL 126 1935
 MG0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0443+STABILITY: SURFACE MOTION
 MG0443
 MG0443  HISTORY     - Date     Condition        Report By
 MG0443  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0443  HISTORY     - 1935     GOOD             NGS
 MG0443  HISTORY     - 1964     MARK NOT FOUND   USGS
 MG0443
 MG0443                          STATION DESCRIPTION
 MG0443
 MG0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MG0443'1.5 MI E FROM MORNING SUN.
 MG0443'1-1/2 MILE EAST ALONG STATE HIGHWAY 78 FROM MORNING SUN, LOUISA
 MG0443'COUNTY, 93 FEET EAST OF POLE 78, 70 FEET WEST OF POLE 77,
 MG0443'AND 3 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A STATE
 MG0443'SURVEY STANDARD DISK, STAMPED 58-34 LL 126 1935 AD SET IN THE
 MG0443'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MG0443
 MG0443                          STATION RECOVERY (1964)
 MG0443
 MG0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MG0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0939 ***********************************************************************
 LF0939  DESIGNATION -  LL 158
 LF0939  PID         -  LF0939
 LF0939  STATE/COUNTY-  IA/FREMONT
 LF0939  USGS QUAD   -  TABOR SW (1957)
 LF0939
 LF0939                         *CURRENT SURVEY CONTROL
 LF0939  ___________________________________________________________________
 LF0939* NAD 83(1986)-  40 52 23.     (N)    095 38 11.     (W)     SCALED    
 LF0939* NAVD 88     -       345.132  (meters)    1132.32   (feet)  ADJUSTED  
 LF0939  ___________________________________________________________________
 LF0939  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LF0939  DYNAMIC HT  -         344.960 (meters)    1131.76  (feet)  COMP
 LF0939  MODELED GRAV-     980,114.5   (mgal)                       NAVD 88
 LF0939
 LF0939  VERT ORDER  -  SECOND    CLASS 0
 LF0939
 LF0939.The horizontal coordinates were scaled from a topographic map and have
 LF0939.an estimated accuracy of +/- 6 seconds.
 LF0939
 LF0939.The orthometric height was determined by differential leveling
 LF0939.and adjusted by the National Geodetic Survey in June 1991..
 LF0939
 LF0939.The geoid height was determined by GEOID03.
 LF0939
 LF0939.The dynamic height is computed by dividing the NAVD 88
 LF0939.geopotential number by the normal gravity value computed on the
 LF0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0939.degrees latitude (g = 980.6199 gals.).
 LF0939
 LF0939.The modeled gravity was interpolated from observed gravity values.
 LF0939
 LF0939;                    North         East    Units  Estimated Accuracy
 LF0939;SPC IA S     -    99,160.      319,940.      MT  (+/- 180 meters Scaled)
 LF0939
 LF0939                          SUPERSEDED SURVEY CONTROL
 LF0939
 LF0939  NGVD 29 (??/??/92)  345.032  (m)         1131.99   (f) ADJ UNCH    2 0
 LF0939
 LF0939.Superseded values are not recommended for survey control.
 LF0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0939.See file dsdata.txt to determine how the superseded data were derived.
 LF0939
 LF0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF778280(NAD 83)
 LF0939_MARKER: DB = BENCH MARK DISK
 LF0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0939_STAMPING: LL 158 1949
 LF0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0939+STABILITY: SURFACE MOTION
 LF0939
 LF0939  HISTORY     - Date     Condition        Report By
 LF0939  HISTORY     - 1949     MONUMENTED       CGS
 LF0939  HISTORY     - 1950     GOOD             NGS
 LF0939  HISTORY     - 1950     GOOD             NGS
 LF0939
 LF0939                          STATION DESCRIPTION
 LF0939
 LF0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF0939'4 MI W FROM RANDOLPH.
 LF0939'4.0 MILES WEST ALONG STATE HIGHWAY 184 FROM THE SCHOOLHOUSE
 LF0939'AT RANDOLPH, 130 YARDS WEST OF THE CREST OF A KNOLL, 58 FEET
 LF0939'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5.8 FEET EAST OF A
 LF0939'POWER POLE, 2.0 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A
 LF0939'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LF0939
 LF0939                          STATION RECOVERY (1950)
 LF0939
 LF0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0840 ***********************************************************************
 MG0840  DESIGNATION -  LOCK
 MG0840  PID         -  MG0840
 MG0840  STATE/COUNTY-  IA/JEFFERSON
 MG0840  USGS QUAD   -  SALINA (1980)
 MG0840
 MG0840                         *CURRENT SURVEY CONTROL
 MG0840  ___________________________________________________________________
 MG0840* NAD 83(1996)-  41 01 26.71058(N)    091 45 51.50808(W)     ADJUSTED  
 MG0840* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 MG0840  ___________________________________________________________________
 MG0840  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 MG0840  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MG0840
 MG0840  HORZ ORDER  -  FIRST
 MG0840
 MG0840.The horizontal coordinates were established by classical geodetic methods
 MG0840.and adjusted by the National Geodetic Survey in May 1999..
 MG0840
 MG0840.The orthometric height was scaled from a topographic map.
 MG0840
 MG0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0840
 MG0840.The geoid height was determined by GEOID03.
 MG0840
 MG0840;                    North         East     Units Scale Factor Converg.
 MG0840;SPC IA S     -   115,179.271   645,963.078   MT  0.99995311   +1 08 35.9
 MG0840;UTM  15      - 4,542,166.245   603,886.896   MT  0.99973283   +0 48 40.1
 MG0840
 MG0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0840!SPC IA S     -   0.99997050  x   0.99995311  =   0.99992361
 MG0840!UTM  15      -   0.99997050  x   0.99973283  =   0.99970334
 MG0840
 MG0840|---------------------------------------------------------------------|
 MG0840| PID    Reference Object                     Distance      Geod. Az  |
 MG0840|                                                           dddmmss.s |
 MG0840| CL9776 LOCK RM 1                            41.493 METERS 07008     |
 MG0840| LD0869 LOCKRIDGE BAPTIST CHURCH SPIRE      APPROX. 3.5 KM 1570107.0 |
 MG0840| MG0839 BRIGHTON MUNICIPAL TANK             APPROX.17.5 KM 3441011.3 |
 MG0840| CL9777 LOCK RM 2                            42.211 METERS 34417     |
 MG0840| CL9775 LOCK AZ MK                                         3460751.5 |
 MG0840|---------------------------------------------------------------------|
 MG0840
 MG0840                          SUPERSEDED SURVEY CONTROL
 MG0840
 MG0840  NAD 83(1986)-  41 01 26.71942(N)    091 45 51.52167(W) AD(       ) 1
 MG0840  NAD 27      -  41 01 26.63740(N)    091 45 50.91740(W) AD(       ) 1
 MG0840
 MG0840.Superseded values are not recommended for survey control.
 MG0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0840.See file dsdata.txt to determine how the superseded data were derived.
 MG0840
 MG0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF0388742166(NAD 83)
 MG0840_MARKER: DS = TRIANGULATION STATION DISK
 MG0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MG0840
 MG0840  HISTORY     - Date     Condition        Report By
 MG0840  HISTORY     - 1955     MONUMENTED       CGS
 MG0840
 MG0840                          STATION DESCRIPTION
 MG0840
 MG0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 MG0840'THE STATION IS LOCATED AIRLINE, ABOUT 2 MILES NORTH-NORTHWEST
 MG0840'OF LOCKRIDGE, ABOUT 12 MILES WEST-NORTHWEST OF MT. PLEASANT AND
 MG0840'ABOUT 0.1 MILE EAST OF WHAT IS LOCALLY KNOWN AS FOUR CORNERS
 MG0840'IN THE SOUTHWEST CORNER OF THE YARD OF THE FOUR CORNERS
 MG0840'SCHOOLHOUSE.
 MG0840'
 MG0840'THE STATION IS A STANDARD DISK STAMPED LOCK 1955 SET IN TOP
 MG0840'OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN DIAMETER
 MG0840'AND IS ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 MG0840'78 FEET WEST OF THE WEST SIDE OF THE SCHOOLHOUSE, 100 FEET
 MG0840'SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD AND 18 FEET EAST
 MG0840'OF A WHITE WITNESS POST AND A NORTH-SOUTH FENCE LINE.
 MG0840'
 MG0840'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LOCK NO
 MG0840'1 1955 SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE WATER
 MG0840'PUMP WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 MG0840'THE SAME ELEVATION AS THE STATION.  IT IS 2.5 FEET WEST OF THE
 MG0840'WATER PUMP, 3 FEET EAST OF THE EAST EDGE OF A SIDEWALK AND 30
 MG0840'FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE.
 MG0840'
 MG0840'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LOCK NO
 MG0840'2 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MG0840'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE
 MG0840'SAME ELEVATION AS THE STATION.  IT IS 3 FEET SOUTH OF AN
 MG0840'EAST-WEST FENCE LINE AND 31 FEET NORTH OF THE CENTER LINE OF
 MG0840'THE GRAVELED ROAD.
 MG0840'
 MG0840'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOCK 1955 SET IN
 MG0840'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 MG0840'4 INCHES ABOVE THE GROUND.  IT IS 30 FEET WEST OF THE CENTER
 MG0840'LINE OF A GRAVELED ROAD AND 2 FEET SOUTH OF A TELEPHONE POLE.
 MG0840'
 MG0840'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 MG0840'GRAVELED ROAD FOR 0.1 MILE TO A CROSS-ROAD.  TURN RIGHT AND GO
 MG0840'NORTH FOR 0.3 MILE TO A TELEPHONE POLE ON THE LEFT, WEST SIDE AND
 MG0840'THE AZIMUTH MARK.
 MG0840'
 MG0840'TO REACH THE STATION FROM THE POST OFFICE IN LOCKRIDGE, GO WEST
 MG0840'ON U.S. HIGHWAY 34 FOR 0.6 MILE.  TURN RIGHT OFF THE HIGHWAY,
 MG0840'PASS UNDER THE RAILROAD TRACKS AND GO NORTH ON THE GRAVELED
 MG0840'ROAD FOR 2.2 MILES TO A CROSS-ROAD.  TURN RIGHT AND GO EAST FOR
 MG0840'0.1 MILE TO THE FOUR CORNERS SCHOOLHOUSE, A WHITE WITNESS POST
 MG0840'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0869 ***********************************************************************
 LD0869  DESIGNATION -  LOCKRIDGE BAPTIST CHURCH SPIRE
 LD0869  PID         -  LD0869
 LD0869  STATE/COUNTY-  IA/JEFFERSON
 LD0869  USGS QUAD   -  LOCKRIDGE EAST (1980)
 LD0869
 LD0869                         *CURRENT SURVEY CONTROL
 LD0869  ___________________________________________________________________
 LD0869* NAD 83(1996)-  40 59 41.74692(N)    091 44 52.75851(W)     ADJUSTED  
 LD0869* NAVD 88     -                                                        
 LD0869  ___________________________________________________________________
 LD0869  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 LD0869  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LD0869
 LD0869  HORZ ORDER  -  THIRD
 LD0869
 LD0869.The horizontal coordinates were established by classical geodetic methods
 LD0869.and adjusted by the National Geodetic Survey in May 1999..
 LD0869
 LD0869
 LD0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0869
 LD0869.The geoid height was determined by GEOID03.
 LD0869
 LD0869;                    North         East     Units Scale Factor Converg.
 LD0869;SPC IA S     -   111,969.634   647,400.479   MT  0.99995480   +1 09 14.6
 LD0869;UTM  15      - 4,538,949.028   605,305.340   MT  0.99973648   +0 49 17.0
 LD0869
 LD0869                          SUPERSEDED SURVEY CONTROL
 LD0869
 LD0869  NAD 83(1986)-  40 59 41.75593(N)    091 44 52.77201(W) AD(       ) 4
 LD0869  NAD 27      -  40 59 41.67100(N)    091 44 52.17300(W) AD(       ) 3
 LD0869
 LD0869.Superseded values are not recommended for survey control.
 LD0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0869.See file dsdata.txt to determine how the superseded data were derived.
 LD0869
 LD0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF0530538949(NAD 83)
 LD0869_MARKER: 90 = CHURCH SPIRE
 LD0869
 LD0869  HISTORY     - Date     Condition        Report By
 LD0869  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0869
 LD0869                          STATION DESCRIPTION
 LD0869
 LD0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0869'STATION IS LOCATED IN LOCKRIDGE ON THE NORTH SIDE OF U.S.
 LD0869'HIGHWAY 34.  THE SPIRE IS ON THE SOUTH END OF CHURCH AND IS
 LD0869'PAINTED WHITE.  IT IS ABOUT 50 FEET IN HEIGHT.  THE TOP OF
 LD0869'THE SPIRE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0869 ***********************************************************************
 ON0869  DESIGNATION -  LOCUST 2
 ON0869  PID         -  ON0869
 ON0869  STATE/COUNTY-  IA/WINNESHIEK
 ON0869  USGS QUAD   -  HIGHLANDVILLE (1981)
 ON0869
 ON0869                         *CURRENT SURVEY CONTROL
 ON0869  ___________________________________________________________________
 ON0869* NAD 83(1996)-  43 25 11.75268(N)    091 42 35.49121(W)     ADJUSTED  
 ON0869* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 ON0869  ___________________________________________________________________
 ON0869  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 ON0869  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 ON0869
 ON0869  HORZ ORDER  -  THIRD
 ON0869
 ON0869.The horizontal coordinates were established by classical geodetic methods
 ON0869.and adjusted by the National Geodetic Survey in May 1999..
 ON0869.No horizontal observational check was made to the station.
 ON0869
 ON0869.The orthometric height was scaled from a topographic map.
 ON0869
 ON0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0869
 ON0869.The geoid height was determined by GEOID03.
 ON0869
 ON0869;                    North         East     Units Scale Factor Converg.
 ON0869;SPC IA N     - 1,214,804.814 1,644,965.612   MT  1.00003161   +1 12 47.7
 ON0869;SPC MN S     -   149,259.328   985,457.607   MT  1.00009851   +1 36 18.8
 ON0869;UTM  15      - 4,808,257.440   604,438.837   MT  0.99973417   +0 53 12.6
 ON0869
 ON0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0869!SPC IA N     -   0.99994499  x   1.00003161  =   0.99997659
 ON0869!SPC MN S     -   0.99994499  x   1.00009851  =   1.00004349
 ON0869!UTM  15      -   0.99994499  x   0.99973417  =   0.99967917
 ON0869
 ON0869|---------------------------------------------------------------------|
 ON0869| PID    Reference Object                     Distance      Geod. Az  |
 ON0869|                                                           dddmmss.s |
 ON0869| ON0868 LOCUST                                9.110 METERS 03246     |
 ON0869| CI5888 LOCUST 2 AZ MK                                     1663144.9 |
 ON0869| CI5885 LOCUST AZ MK                                       1663439.0 |
 ON0869| CI5890 LOCUST 2 RM 4                        15.282 METERS 17949     |
 ON0869| ON0866 LOCUST LUTHERAN CHURCH CROSS        APPROX. 1.0 KM 2821237.8 |
 ON0869| CI5889 LOCUST 2 RM 3                        29.809 METERS 35928     |
 ON0869|---------------------------------------------------------------------|
 ON0869
 ON0869                          SUPERSEDED SURVEY CONTROL
 ON0869
 ON0869  NAD 83(1996)-  43 25 11.75269(N)    091 42 35.49121(W) AD(       ) 3
 ON0869  NAD 83(1986)-  43 25 11.74572(N)    091 42 35.49100(W) AD(       ) 3
 ON0869  NAD 27      -  43 25 11.85208(N)    091 42 34.95374(W) AD(       ) 3
 ON0869
 ON0869.Superseded values are not recommended for survey control.
 ON0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0869.See file dsdata.txt to determine how the superseded data were derived.
 ON0869
 ON0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0443908257(NAD 83)
 ON0869_MARKER: DS = TRIANGULATION STATION DISK
 ON0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0869_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON0869
 ON0869  HISTORY     - Date     Condition        Report By
 ON0869  HISTORY     - 1968     MONUMENTED       CGS
 ON0869
 ON0869                          STATION DESCRIPTION
 ON0869
 ON0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ON0869'THE STATION IS ABOUT 9 MILES NORTHEAST OF DECORAH, 0.6 MILE EAST
 ON0869'OF LOCUST, ON THE ROAD RIGHT-OF-WAY, AND IN THE SOUTHEAST 1/4
 ON0869'OF SECTION 6 T 99 N, R 7 W.
 ON0869'
 ON0869'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER UPPER
 ON0869'IOWA RIVER IN DECORAH, GO NORTH ON OLD U.S. HIGHWAY 52 FOR 0.25
 ON0869'MILE TO A CROSSROAD (LOCUST ROAD).  TURN RIGHT AND GO NORTHEAST ON
 ON0869'LOCUST ROAD FOR 4.05 MILE TO A ROAD FORK.  TAKE THE LEFT
 ON0869'FORK AND GO NORTHERLY ON LOCUST ROAD FOR 5.55 MILES TO A
 ON0869'CROSSROAD IN THE VILLAGE OF LOCUST.  TURN RIGHT AND GO EAST
 ON0869'ON A SURFACED ROAD FOR 0.65 MILE TO A SIDE ROAD ON THE RIGHT.
 ON0869'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.1 MILE TO THE
 ON0869'STATION ON THE RIGHT.
 ON0869'
 ON0869'STATION MARKS ARE STANDARD DISK STAMPED LOCUST 2 1968.  THE
 ON0869'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 ON0869'PROJECTS 3 INCHES.  IT IS 49.5 FEET WEST OF THE CENTER OF A
 ON0869'NORTH-SOUTH ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST, AND 1
 ON0869'FOOT EAST OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN
 ON0869'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE
 ON0869'GROUND.
 ON0869'
 ON0869'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LOCUST 2 NO. 3
 ON0869'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 ON0869'3 INCHES.  IT IS 49.5 FEET WEST OF THE CENTER OF THE ROAD AND
 ON0869'1 FOOT EAST OF A FENCE.
 ON0869'
 ON0869'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED LOCUST 2 NO. 4 1968,
 ON0869'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1
 ON0869'INCH.  IT IS 49.5 FEET WEST OF THE CENTER OF THE ROAD AND 1
 ON0869'FOOT EAST OF A FENCE.
 ON0869'
 ON0869'AZIMUTH MARK, A STANDARD DISK STAMPED LOCUST 2 1968, IS SET IN
 ON0869'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 ON0869'IS 50 FEET NORTH OF THE CENTER OF THE ROAD, 33 FEET WEST OF
 ON0869'A POWERLINE POLE, AND 1.5 FEET WEST OF A METAL WITNESS POST.
 ON0869'
 ON0869'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH AND EAST ON
 ON0869'THE GRAVELED ROAD FOR 0.6 MILE TO A POINT WHERE A POWERLINE
 ON0869'RUNS DOWN HILL TO A BARN AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0866 ***********************************************************************
 ON0866  DESIGNATION -  LOCUST LUTHERAN CHURCH CROSS
 ON0866  PID         -  ON0866
 ON0866  STATE/COUNTY-  IA/WINNESHIEK
 ON0866  USGS QUAD   -  HIGHLANDVILLE (1981)
 ON0866
 ON0866                         *CURRENT SURVEY CONTROL
 ON0866  ___________________________________________________________________
 ON0866* NAD 83(1996)-  43 25 18.43776(N)    091 43 17.88742(W)     ADJUSTED  
 ON0866* NAVD 88     -                                                        
 ON0866  ___________________________________________________________________
 ON0866  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 ON0866  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 ON0866
 ON0866  HORZ ORDER  -  THIRD
 ON0866
 ON0866.The horizontal coordinates were established by classical geodetic methods
 ON0866.and adjusted by the National Geodetic Survey in May 1999..
 ON0866
 ON0866
 ON0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0866
 ON0866.The geoid height was determined by GEOID03.
 ON0866
 ON0866;                    North         East     Units Scale Factor Converg.
 ON0866;SPC IA N     - 1,214,990.958 1,644,007.734   MT  1.00003203   +1 12 19.0
 ON0866;SPC MN S     -   149,438.928   984,498.415   MT  1.00009791   +1 35 49.1
 ON0866;UTM  15      - 4,808,448.981   603,482.322   MT  0.99973172   +0 52 43.6
 ON0866
 ON0866                          SUPERSEDED SURVEY CONTROL
 ON0866
 ON0866  NAD 83(1996)-  43 25 18.43776(N)    091 43 17.88742(W) AD(       ) 4
 ON0866  NAD 83(1986)-  43 25 18.43079(N)    091 43 17.88761(W) AD(       ) 4
 ON0866  NAD 27      -  43 25 18.53700(N)    091 43 17.34900(W) AD(       ) 3
 ON0866
 ON0866.Superseded values are not recommended for survey control.
 ON0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0866.See file dsdata.txt to determine how the superseded data were derived.
 ON0866
 ON0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0348208449(NAD 83)
 ON0866_MARKER: 91 = CHURCH CROSS
 ON0866
 ON0866  HISTORY     - Date     Condition        Report By
 ON0866  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0866
 ON0866                          STATION DESCRIPTION
 ON0866
 ON0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0866'THE STATION IS THE CENTER OF THE TOP OF THE CROSS WHICH IS
 ON0866'ATTACHED TO THE SOUTH SIDE OF A BELFRY ON THE TRINITY LUTHERAN
 ON0866'CHURCH.  THE CROSS IS MADE FROM A LARGE STEEL I-BEAM, PAINTED GOLD
 ON0866'COLOR AND PROJECTS ABOUT 15 FEET HIGHER THAN THE BELFRY.  THE
 ON0866'OVERALL HEIGHT IS ABOUT 60 FEET.  THE CHURCH IS OF RED-WOOD
 ON0866'CONSTRUCTION AND IS LOCATED IN THE NORTHEAST ANGLE OF THE
 ON0866'MAIN CROSSROAD IN LOCUST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0642 ***********************************************************************
 NL0642  DESIGNATION -  LOGAN
 NL0642  PID         -  NL0642
 NL0642  STATE/COUNTY-  IA/IDA
 NL0642  USGS QUAD   -  HOLSTEIN (1967)
 NL0642
 NL0642                         *CURRENT SURVEY CONTROL
 NL0642  ___________________________________________________________________
 NL0642* NAD 83(1996)-  42 24 22.44853(N)    095 31 02.08613(W)     ADJUSTED  
 NL0642* NAVD 88     -       436.7    (meters)    1433.     (feet)  VERTCON   
 NL0642  ___________________________________________________________________
 NL0642  X           -    -453,516.590 (meters)                     COMP
 NL0642  Y           -  -4,695,136.240 (meters)                     COMP
 NL0642  Z           -   4,279,305.492 (meters)                     COMP
 NL0642  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 NL0642  ELLIP HEIGHT-         408.75  (meters)          (05/06/99) GPS OBS
 NL0642  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 NL0642
 NL0642  HORZ ORDER  -  SECOND
 NL0642  ELLP ORDER  -  FOURTH    CLASS I
 NL0642
 NL0642.The horizontal coordinates were established by classical geodetic methods
 NL0642.and adjusted by the National Geodetic Survey in May 1999..
 NL0642
 NL0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0642
 NL0642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0642
 NL0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0642
 NL0642.The ellipsoidal height was determined by GPS observations
 NL0642.and is referenced to NAD 83.
 NL0642
 NL0642.The geoid height was determined by GEOID03.
 NL0642
 NL0642;                    North         East     Units Scale Factor Converg.
 NL0642;SPC IA N     - 1,102,642.153 1,333,959.949   MT  0.99995572   -1 22 01.8
 NL0642;UTM  15      - 4,697,951.481   292,852.730   MT  1.00012798   -1 41 53.5
 NL0642
 NL0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0642!SPC IA N     -   0.99993590  x   0.99995572  =   0.99989162
 NL0642!UTM  15      -   0.99993590  x   1.00012798  =   1.00006387
 NL0642
 NL0642:                Primary Azimuth Mark                     Grid Az
 NL0642:SPC IA N     -  LOGAN AZ MK                              180 10 21.0
 NL0642:UTM  15      -  LOGAN AZ MK                              180 30 12.7
 NL0642
 NL0642|---------------------------------------------------------------------|
 NL0642| PID    Reference Object                     Distance      Geod. Az  |
 NL0642|                                                           dddmmss.s |
 NL0642| AB7241 LOGAN AZ MK                                        1784819.2 |
 NL0642| AB7239 LOGAN RM 1                           25.408 METERS 19239     |
 NL0642| NL0648 CUSHING                             APPROX.18.4 KM 2822436.8 |
 NL0642| AB7240 LOGAN RM 2                           27.365 METERS 34812     |
 NL0642|---------------------------------------------------------------------|
 NL0642
 NL0642                          SUPERSEDED SURVEY CONTROL
 NL0642
 NL0642  NAD 83(1996)-  42 24 22.44899(N)    095 31 02.08589(W) AD(       ) 2
 NL0642  NAD 83(1996)-  42 24 22.44797(N)    095 31 02.08648(W) AD(       ) 2
 NL0642  NAD 83(1986)-  42 24 22.44789(N)    095 31 02.08715(W) AD(       ) 2
 NL0642  NAD 27      -  42 24 22.49700(N)    095 31 01.08900(W) AD(       ) 2
 NL0642  NGVD 29 (07/09/90)  436.6    (m)         1432.     (f) GPS OBS        
 NL0642
 NL0642.Superseded values are not recommended for survey control.
 NL0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0642.See file dsdata.txt to determine how the superseded data were derived.
 NL0642
 NL0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9285397951(NAD 83)
 NL0642_MARKER: DS = TRIANGULATION STATION DISK
 NL0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0642_SP_SET: CONCRETE POST
 NL0642_STAMPING: LOGAN 1950
 NL0642_MARK LOGO: CGS   
 NL0642_PROJECTION: FLUSH
 NL0642_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0642+STABILITY: SURFACE MOTION
 NL0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0642+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 NL0642
 NL0642  HISTORY     - Date     Condition        Report By
 NL0642  HISTORY     - 1950     MONUMENTED       CGS
 NL0642  HISTORY     - 1950     GOOD             CGS
 NL0642  HISTORY     - 19890521 GOOD             NGS
 NL0642  HISTORY     - 20021031 GOOD             JCLS
 NL0642
 NL0642                          STATION DESCRIPTION
 NL0642
 NL0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0642'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH SOUTHEAST OF
 NL0642'HOLSTEIN AND 6 MILES NORTH NORTHWEST OF IDA GROVE ON THE
 NL0642'RIGHT OF WAY OF U.S. HIGHWAY 59.  STATION IS 59 FEET NORTHEAST
 NL0642'OF TELEPHONE POLE WITH TRIANGLE BLAZE, 41 FEET WEST OF THE
 NL0642'CENTERLINE OF HIGHWAY, 20 FEET EAST OF FENCE AND 19 FEET
 NL0642'EAST OF WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 NL0642'AND THE DISK IS STAMPED LOGAN 1950.
 NL0642'
 NL0642'REFERENCE MARK NO. 1 IS 59 FEET WEST OF THE CENTERLINE OF HIGHWAY,
 NL0642'26 FEET SOUTH OF TELEPHONE POLE WITH TRIANGLE BLAZE AND 1
 NL0642'FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 NL0642'THE DISK IS STAMPED LOGAN NO 1 1950.
 NL0642'
 NL0642'REFERENCE MARK NO. 2 IS 60 FEET WEST OF THE CENTERLINE OF
 NL0642'HIGHWAY, 4.5 FEET SOUTH OF TELEPHONE POLE AND 1.5 FEET EAST OF
 NL0642'FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 NL0642'STAMPED LOGAN NO 2 1950.
 NL0642'
 NL0642'AZIMUTH MARK IS 59 FEET EAST OF THE CENTERLINE OF HIGHWAY,
 NL0642'6 FEET SOUTH SOUTHWEST OF WITNESS POST AND 3 FEET WEST NORTHWEST
 NL0642'OF T FENCE CORNER.  THE MARK PROJECTS ABOUT 3 INCHES AND
 NL0642'THE DISK IS STAMPED LOGAN 1950.
 NL0642'
 NL0642'TO REACH FROM THE POST OFFICE IN IDA GROVE GO NORTH FOR 0.45
 NL0642'MILE TO U.S. HIGHWAY 59 AND STATE HIGHWAY 175.  TURN LEFT
 NL0642'AND GO WEST FOR 1.6 MILES TO THE JUNCTION OF THE TWO HIGHWAYS.
 NL0642'TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 59 FOR 3.4 MILES
 NL0642'TO AZIMUTH MARK ON RIGHT OR EAST SIDE OF HIGHWAY AS DESCRIBED.
 NL0642'CONTINUE NORTH FOR 0.8 MILE TO STATION ON LEFT OR WEST SIDE
 NL0642'OF HIGHWAY AS DESCRIBED.
 NL0642'
 NL0642'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NL0642
 NL0642                          STATION RECOVERY (1950)
 NL0642
 NL0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 NL0642'RECOVERED IN GOOD CONDITION.
 NL0642
 NL0642                          STATION RECOVERY (1989)
 NL0642
 NL0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NL0642'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTH-NORTHWEST OF IDA
 NL0642'GROVE AND ALONG THE WEST SIDE OF US HIGHWAY 59 RIGHT-OF-WAY.
 NL0642'OWNERSHIP--IOWA DEPARTMENT OF TRANSPORTATION, 800 LINCOLN WAY, AMES,
 NL0642'IA 50010, PHONE (5I5) 239-1110.
 NL0642'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND STATE
 NL0642'HIGHWAY 175, ABOUT 3.0 KM (1.85 MI) WEST OF IDA GROVE, GO NORTH ON US
 NL0642'HIGHWAY 59 FOR 5.88 KM (3.65 MI) TO A GRAVEL CROSS ROAD.  CONTINUE
 NL0642'NORTH FOR 0.78 KM (0.50 MI) TO THE STATION ON THE LEFT, ON A LOW HILL
 NL0642'ALONG THE WEST SIDE OF US HIGHWAY 59 RIGHT-OF-WAY.
 NL0642'THE STATION IS A STANDARD CGS HORIZONTAL STATION MARK DISK FLUSH WITH
 NL0642'THE SURFACE OF THE GROUND.  LOCATED 43.6 M (143.0 FT) WEST-SOUTHWEST
 NL0642'OF A POWER POLE ACROSS THE HIGHWAY, 12.7 M (41.7 FT) WEST OF AND 0.5 M
 NL0642'(1.6 FT) LOWER THAN THE CENTERLINE OF THE HIGHWAY, 6.0 M (19.7 FT)
 NL0642'EAST OF A WIRE FENCE AND 5.8 M (19.0 FT) EAST OF A FIBERGLASS WITNESS
 NL0642'POST.
 NL0642'DESCRIBED BY M. L. MCCREADY.
 NL0642
 NL0642                          STATION RECOVERY (2002)
 NL0642
 NL0642'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 NL0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1652 ***********************************************************************
 NM1652  DESIGNATION -  LOGAN
 NM1652  PID         -  NM1652
 NM1652  STATE/COUNTY-  IA/SIOUX
 NM1652  USGS QUAD   -  HAWARDEN SOUTH (1969)
 NM1652
 NM1652                         *CURRENT SURVEY CONTROL
 NM1652  ___________________________________________________________________
 NM1652* NAD 83(1996)-  42 56 41.61612(N)    096 30 00.10269(W)     ADJUSTED  
 NM1652* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 NM1652  ___________________________________________________________________
 NM1652  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 NM1652  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 NM1652
 NM1652  HORZ ORDER  -  THIRD
 NM1652
 NM1652.The horizontal coordinates were established by classical geodetic methods
 NM1652.and adjusted by the National Geodetic Survey in May 1999..
 NM1652
 NM1652.The orthometric height was scaled from a topographic map.
 NM1652
 NM1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1652
 NM1652.The geoid height was determined by GEOID03.
 NM1652
 NM1652;                    North         East     Units Scale Factor Converg.
 NM1652;SPC IA N     - 1,164,839.295 1,255,218.172   MT  0.99995705   -2 01 59.7
 NM1652;SPC SD S     -    75,157.553   912,731.837   MT  0.99997545   +2 38 39.9
 NM1652;SPC SD S     -   246,579.41  2,994,521.04   sFT  0.99997545   +2 38 39.9
 NM1652;UTM  14      - 4,757,727.795   703,955.305   MT  1.00011177   +1 42 13.7
 NM1652
 NM1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1652!SPC IA N     -   0.99994255  x   0.99995705  =   0.99989960
 NM1652!SPC SD S     -   0.99994255  x   0.99997545  =   0.99991800
 NM1652!UTM  14      -   0.99994255  x   1.00011177  =   1.00005431
 NM1652
 NM1652:                Primary Azimuth Mark                     Grid Az
 NM1652:SPC IA N     -  LOGAN AZ MK                              015 17 32.4
 NM1652:SPC SD S     -  LOGAN AZ MK                              010 36 52.8
 NM1652:UTM  14      -  LOGAN AZ MK                              011 33 19.0
 NM1652
 NM1652|---------------------------------------------------------------------|
 NM1652| PID    Reference Object                     Distance      Geod. Az  |
 NM1652|                                                           dddmmss.s |
 NM1652| AB7238 LOGAN AZ MK                                        0131532.7 |
 NM1652| OQ0617 HAWARDEN MUNICIPAL TANK             APPROX. 6.4 KM 0175810.5 |
 NM1652| AB7236 LOGAN RM 1                           16.882 METERS 02128     |
 NM1652| AB7237 LOGAN RM 2                           18.050 METERS 15832     |
 NM1652|---------------------------------------------------------------------|
 NM1652
 NM1652                          SUPERSEDED SURVEY CONTROL
 NM1652
 NM1652  NAD 83(1996)-  42 56 41.61612(N)    096 30 00.10268(W) AD(       ) 3
 NM1652  NAD 83(1996)-  42 56 41.61599(N)    096 30 00.10272(W) AD(       ) 3
 NM1652  NAD 83(1996)-  42 56 41.61712(N)    096 30 00.09841(W) AD(       ) 3
 NM1652  NAD 83(1986)-  42 56 41.62018(N)    096 30 00.09395(W) AD(       ) 3
 NM1652  NAD 27      -  42 56 41.66000(N)    096 29 58.98200(W) AD(       ) 3
 NM1652
 NM1652.Superseded values are not recommended for survey control.
 NM1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1652.See file dsdata.txt to determine how the superseded data were derived.
 NM1652
 NM1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0395557728(NAD 83)
 NM1652_MARKER: DS = TRIANGULATION STATION DISK
 NM1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1652_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1652+STABILITY: SURFACE MOTION
 NM1652
 NM1652  HISTORY     - Date     Condition        Report By
 NM1652  HISTORY     - 1949     MONUMENTED       CGS
 NM1652  HISTORY     - 1969     GOOD             USGS
 NM1652
 NM1652                          STATION DESCRIPTION
 NM1652
 NM1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1652'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH AND 3/4 MILE
 NM1652'WEST OF THE SMALL CITY OF HAWARDEN, ON HIGHEST POINT IN
 NM1652'PASTURE LAND.  IT IS 23 FEET WEST OF A FENCE LINE, AND 31
 NM1652'FEET EAST OF THE CENTER LINE OF A TRACK ROAD.  THE MARK IS
 NM1652'STAMPED LOGAN 1949 AND IS SET FLUSH WITH THE GROUND.
 NM1652'
 NM1652'R.M. NO. 1 IS 51 FEET EAST OF THE CENTERLINE OF A TRACK
 NM1652'ROAD AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS STAMPED
 NM1652'LOGAN NO 1 1949 AND IS SET FLUSH WITH THE GROUND.
 NM1652'
 NM1652'R.M. NO. 2 IS 55 FEET EAST OF THE CENTERLINE OF A TRACK
 NM1652'ROAD AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS STAMPED
 NM1652'LOGAN NO 2 1949 AND IS SET FLUSH WITH THE GROUND.
 NM1652'
 NM1652'AZIMUTH MARK IS 53 FEET EAST SOUTHEAST OF THE EAST RAIL OF
 NM1652'A RAILROAD TRACK, 14 FEET WEST NORTHWEST OF THE CENTERLINE
 NM1652'OF A ROAD, 5 FEET EAST SOUTHEAST OF A FENCE LINE AND 3 FEET
 NM1652'NORTH OF A TELEPHONE POLE.  THE MARK IS STAMPED LOGAN 1949
 NM1652'AND IS SET FLUSH WITH THE GROUND.
 NM1652'
 NM1652'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 12, ONE
 NM1652'BLOCK FROM THE POST OFFICE IN HAWARDEN, GO WEST ON STATE
 NM1652'HIGHWAY 12 FOR 0.25 MILE, TURN LEFT (SOUTH) ON STATE HIGHWAY
 NM1652'12 AND GO 3.1 MILES TO CROSSROADS, TURN RIGHT (WEST) AND
 NM1652'GO 0.3 MILE TO RAILROAD, BEAR LEFT AND FOLLOW TRACK ROAD
 NM1652'SOUTHWESTERLY ALONG WEST EDGE OF FIELD FOR 0.2 MILE ((AZIMUTH
 NM1652'MARK ON RIGHT AT THIS POINT AS DESCRIBED.), CONTINUE STRAIGHT
 NM1652'AHEAD 0.25 MILE TO GATE, PASS THROUGH GATE AND GO SOUTHERLY UP
 NM1652'HILL FOR 0.25 MILE TO TOP OF RIDGE AND STATION.
 NM1652'
 NM1652'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1652
 NM1652                          STATION RECOVERY (1969)
 NM1652
 NM1652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (TCM)
 NM1652'THE DESCRIPTION FOR THE AZIMUTH MARK FOR THIS TRIANGULATION
 NM1652'STATION (LOGAN 1949) IS NOT ADEQUATE FOR AN ACCURATE SEARCH.
 NM1652'A GENERAL SEARCH WAS MADE BOTH BY VISION AND BY PROBING BUT
 NM1652'TO NO AVAIL.  THE WITNESS POST IS GONE.
 NM1652'
 NM1652'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN
 NM1652'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1309 ***********************************************************************
 MJ1309  DESIGNATION -  LOGAN MUNICIPAL TANK
 MJ1309  PID         -  MJ1309
 MJ1309  STATE/COUNTY-  IA/HARRISON
 MJ1309  USGS QUAD   -  LOGAN (1970)
 MJ1309
 MJ1309                         *CURRENT SURVEY CONTROL
 MJ1309  ___________________________________________________________________
 MJ1309* NAD 83(1996)-  41 38 44.97968(N)    095 47 56.10347(W)     ADJUSTED  
 MJ1309* NAVD 88     -                                                        
 MJ1309  ___________________________________________________________________
 MJ1309  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 MJ1309  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 MJ1309
 MJ1309  HORZ ORDER  -  THIRD
 MJ1309
 MJ1309.The horizontal coordinates were established by classical geodetic methods
 MJ1309.and adjusted by the National Geodetic Survey in May 1999..
 MJ1309
 MJ1309
 MJ1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1309
 MJ1309.The geoid height was determined by GEOID03.
 MJ1309
 MJ1309;                    North         East     Units Scale Factor Converg.
 MJ1309;SPC IA S     -   185,301.408   308,506.831   MT  0.99997848   -1 30 51.5
 MJ1309;UTM  15      - 4,614,239.036   266,908.394   MT  1.00026865   -1 51 38.8
 MJ1309
 MJ1309                          SUPERSEDED SURVEY CONTROL
 MJ1309
 MJ1309  NAD 83(1996)-  41 38 44.98039(N)    095 47 56.10378(W) AD(       ) 4
 MJ1309  NAD 83(1986)-  41 38 44.98421(N)    095 47 56.10654(W) AD(       ) 4
 MJ1309  NAD 27      -  41 38 45.02900(N)    095 47 55.06100(W) AD(       ) 3
 MJ1309
 MJ1309.Superseded values are not recommended for survey control.
 MJ1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1309.See file dsdata.txt to determine how the superseded data were derived.
 MJ1309
 MJ1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG6690814239(NAD 83)
 MJ1309_MARKER: 53 = ELEVATED TANK
 MJ1309
 MJ1309  HISTORY     - Date     Condition        Report By
 MJ1309  HISTORY     - 1930     FIRST OBSERVED   CGS
 MJ1309  HISTORY     - 1950     GOOD             CGS
 MJ1309
 MJ1309                          STATION DESCRIPTION
 MJ1309
 MJ1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1309'THE STATION WAS RECOVERED AS IN 1930.
 MJ1309'
 MJ1309'THE STATION IS LOCATED ABOUT 3/4 MILE WEST OF LOGAN, AND ABOUT 60
 MJ1309'FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF A GRAVEL ROAD.  IT IS
 MJ1309'ABOUT 120 FEET HIGH, HAS 4 LEGS, AND IS PAINTED SILVER AND RED.
 MJ1309'THE ROOF IS ALL PAINTED RED.  THE POINT INTERSECTED WAS THE BALL
 MJ1309'ON THE TOP OF TANK.
 MJ1309'
 MJ1309'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 MJ1309'LOGAN, GO NORTHERLY FOR 0.15 MILE, TURN LEFT AND GO WESTERLY FOR
 MJ1309'0.8 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0818 ***********************************************************************
 NL0818  DESIGNATION -  LOHRVILLE MUNICIPAL TANK
 NL0818  PID         -  NL0818
 NL0818  STATE/COUNTY-  IA/CALHOUN
 NL0818  USGS QUAD   -  LOHRVILLE (1980)
 NL0818
 NL0818                         *CURRENT SURVEY CONTROL
 NL0818  ___________________________________________________________________
 NL0818* NAD 83(1996)-  42 16 10.71826(N)    094 32 51.20383(W)     ADJUSTED  
 NL0818* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 NL0818  ___________________________________________________________________
 NL0818  LAPLACE CORR-           8.25  (seconds)                    DEFLEC99
 NL0818  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 NL0818
 NL0818  HORZ ORDER  -  THIRD
 NL0818
 NL0818.The horizontal coordinates were established by classical geodetic methods
 NL0818.and adjusted by the National Geodetic Survey in May 1999..
 NL0818
 NL0818.The orthometric height was scaled from a topographic map.
 NL0818
 NL0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0818
 NL0818.The geoid height was determined by GEOID03.
 NL0818
 NL0818;                    North         East     Units Scale Factor Converg.
 NL0818;SPC IA N     - 1,086,024.473 1,413,581.370   MT  0.99996935   -0 42 35.9
 NL0818;UTM  15      - 4,680,874.641   372,376.040   MT  0.99980041   -1 02 27.8
 NL0818
 NL0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0818!SPC IA N     -   0.99994955  x   0.99996935  =   0.99991890
 NL0818!UTM  15      -   0.99994955  x   0.99980041  =   0.99974997
 NL0818
 NL0818                          SUPERSEDED SURVEY CONTROL
 NL0818
 NL0818  NAD 83(1996)-  42 16 10.71340(N)    094 32 51.20373(W) AD(       ) 4
 NL0818  NAD 83(1986)-  42 16 10.71165(N)    094 32 51.20731(W) AD(       ) 4
 NL0818  NAD 27      -  42 16 10.77500(N)    094 32 50.28700(W) AD(       ) 3
 NL0818
 NL0818.Superseded values are not recommended for survey control.
 NL0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0818.See file dsdata.txt to determine how the superseded data were derived.
 NL0818
 NL0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG7237680875(NAD 83)
 NL0818_MARKER: 53 = ELEVATED TANK
 NL0818
 NL0818  HISTORY     - Date     Condition        Report By
 NL0818  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0818  HISTORY     - 1964     GOOD             USGS
 NL0818
 NL0818                          STATION DESCRIPTION
 NL0818
 NL0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0818'THIS STATION IS THE BLACK MUNICIPAL WATER TANK IN THE TOWN OF
 NL0818'LOHRVILLE, IOWA.  IT IS LOCATED IN THE CENTRAL PART OF THE
 NL0818'TOWN, W OF MAIN STREET, E OF ELM STREET, N OF THIRD STREET
 NL0818'AND S OF FOURTH STREET, IN SECTION 11, T 86 N, R 32 W.  IT WAS
 NL0818'ERECTED IN 1918.  THE MUNICIPAL FIRE STATION AND PUMPING
 NL0818'STATION ARE LOCATED NEAR THE BASE OF THE TANK, ON THE E SIDE.
 NL0818'
 NL0818'THE TANK HAS FOUR TRUSS-WORK LEGS ABOUT 100 FEET HIGH.  THESE
 NL0818'ARE BRACED BY TWO SETS OF HORIZONTAL CROSS-MEMBERS, ON THE
 NL0818'SECOND OF WHICH IS A RED FIRE SIREN.  THE OVAL SECTION OF THE
 NL0818'TANK EXTENDS DOWNWARD ABOUT 15 FEET, FROM THE CENTER OF WHICH
 NL0818'A SQUARE WOODEN FEED PIPE JACKET EXTENDS TO THE GROUND.  THE
 NL0818'VERTICAL SECTION OF THE TANK IS ABOUT 25 FEET HIGH AND HAS
 NL0818'A CAT-WALK AND RAIL AROUND ITS BASE.  THE SLIGHTLY CONICAL
 NL0818'ROOF IS ABOUT 5 FEET HIGH AND THERE IS A BLACK BALL AT ITS
 NL0818'APEX.  THE TOTAL HEIGHT IS ABOUT 130 FEET.
 NL0818
 NL0818                          STATION RECOVERY (1964)
 NL0818
 NL0818'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NL0818'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0814 ***********************************************************************
 LD0814  DESIGNATION -  LONDON
 LD0814  PID         -  LD0814
 LD0814  STATE/COUNTY-  IA/HENRY
 LD0814  USGS QUAD   -  NEW LONDON (1981)
 LD0814
 LD0814                         *CURRENT SURVEY CONTROL
 LD0814  ___________________________________________________________________
 LD0814* NAD 83(1996)-  40 55 35.35754(N)    091 24 18.47987(W)     ADJUSTED  
 LD0814* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 LD0814  ___________________________________________________________________
 LD0814  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 LD0814  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 LD0814
 LD0814  HORZ ORDER  -  FIRST
 LD0814
 LD0814.The horizontal coordinates were established by classical geodetic methods
 LD0814.and adjusted by the National Geodetic Survey in May 1999..
 LD0814
 LD0814.The orthometric height was scaled from a topographic map.
 LD0814
 LD0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0814
 LD0814.The geoid height was determined by GEOID03.
 LD0814
 LD0814;                    North         East     Units Scale Factor Converg.
 LD0814;SPC IA S     -   105,009.358   676,423.523   MT  0.99995978   +1 22 47.6
 LD0814;UTM  15      - 4,531,821.087   634,282.140   MT  0.99982194   +1 02 41.8
 LD0814
 LD0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0814!SPC IA S     -   0.99996911  x   0.99995978  =   0.99992889
 LD0814!UTM  15      -   0.99996911  x   0.99982194  =   0.99979106
 LD0814
 LD0814|---------------------------------------------------------------------|
 LD0814| PID    Reference Object                     Distance      Geod. Az  |
 LD0814|                                                           dddmmss.s |
 LD0814| LD0817 NEW LONDON MUNICIPAL TANK            32.829 METERS 17452     |
 LD0814| CL9783 LONDON AZ MK                                       1882926.4 |
 LD0814| CL9784 LONDON RM 1                          21.294 METERS 26309     |
 LD0814| CL9785 LONDON RM 2                          23.181 METERS 35410     |
 LD0814|---------------------------------------------------------------------|
 LD0814
 LD0814                          SUPERSEDED SURVEY CONTROL
 LD0814
 LD0814  NAD 83(1986)-  40 55 35.36491(N)    091 24 18.48942(W) AD(       ) 1
 LD0814  NAD 27      -  40 55 35.24870(N)    091 24 17.93570(W) AD(       ) 1
 LD0814
 LD0814.Superseded values are not recommended for survey control.
 LD0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0814.See file dsdata.txt to determine how the superseded data were derived.
 LD0814
 LD0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF3428231821(NAD 83)
 LD0814_MARKER: DS = TRIANGULATION STATION DISK
 LD0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0814
 LD0814  HISTORY     - Date     Condition        Report By
 LD0814  HISTORY     - 1955     MONUMENTED       CGS
 LD0814
 LD0814                          STATION DESCRIPTION
 LD0814
 LD0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0814'STATION IS LOCATED IN NEW LONDON ABOUT 0.15 MILE WEST OF THE
 LD0814'CENTER OF TOWN AT THE WEST CENTRAL EDGE OF A PARK THAT IS
 LD0814'BOUNDED ON THE SOUTH BY U.S. HIGHWAY 34 AND ON THE NORTH BY
 LD0814'WASHINGTON STREET.
 LD0814'
 LD0814'STATION, STAMPED LONDON 1955, IS A STANDARD USC AND GS BRONZE
 LD0814'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 LD0814'IS FLUSH WITH THE GROUND.  IT IS 43.0 FEET EAST OF THE CENTERLINE
 LD0814'OF PINE STREET, AND 110.5 FEET SOUTH OF THE CENTERLINE OF
 LD0814'WASHINGTON STREET.
 LD0814'
 LD0814'R.M. 1, STAMPED LONDON NO 1 1955, IS A STANDARD USC AND GS
 LD0814'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 LD0814'THAT IS FLUSH WITH THE GROUND.  IT IS 26.0 FEET WEST OF THE
 LD0814'CENTERLINE OF PINE STREET, AND 24.9 FEET EAST NORTHEAST OF THE
 LD0814'SOUTHEAST CORNER OF HOUSE NUMBER 109 AND ABOUT THE SAME ELEVATION
 LD0814'AS THE STATION.
 LD0814'
 LD0814'R.M. 2, STAMPED LONDON NO 2 1955, IS A STANDARD USC AND GS
 LD0814'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 LD0814'THAT IS FLUSH WITH THE GROUND.  IT IS IN THE NORTHWEST CORNER OF
 LD0814'THE PARK 38.7 FEET SOUTH OF THE CENTERLINE OF WASHINGTON
 LD0814'STREET AND 27.4 FEET EAST OF THE CENTERLINE OF PINE STREET AND
 LD0814'ABOUT THE SAME ELEVATION AS THE STATION.
 LD0814'
 LD0814'AZIMUTH MARK, STAMPED LONDON 1955, IS A STANDARD USC AND GS
 LD0814'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 LD0814'THAT PROJECTS ABOUT 2 INCHES.  IT IS ON THE SOUTH SIDE OF THE
 LD0814'DRIVEWAY OF HOUSE NUMBER 401, 25.0 FEET WEST OF THE CENTERLINE
 LD0814'OF GRADED ROAD AND 4.0 FEET EAST OF A FENCE CORNER.  TO REACH
 LD0814'FROM THE STATION GO SOUTH FOR 0.25 MILE TO THE AZIMUTH MARK
 LD0814'ON THE WEST SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1123 ***********************************************************************
 MJ1123  DESIGNATION -  LORAN
 MJ1123  PID         -  MJ1123
 MJ1123  STATE/COUNTY-  IA/CASS
 MJ1123  USGS QUAD   -  WIOTA (1971)
 MJ1123
 MJ1123                         *CURRENT SURVEY CONTROL
 MJ1123  ___________________________________________________________________
 MJ1123* NAD 83(1996)-  41 27 19.17175(N)    094 55 35.89972(W)     ADJUSTED  
 MJ1123* NAVD 88     -       410.9    (meters)    1348.     (feet)  VERTCON   
 MJ1123  ___________________________________________________________________
 MJ1123  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 MJ1123  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 MJ1123
 MJ1123  HORZ ORDER  -  SECOND
 MJ1123
 MJ1123.The horizontal coordinates were established by classical geodetic methods
 MJ1123.and adjusted by the National Geodetic Survey in May 1999..
 MJ1123
 MJ1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1123
 MJ1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1123
 MJ1123.The geoid height was determined by GEOID03.
 MJ1123
 MJ1123;                    North         East     Units Scale Factor Converg.
 MJ1123;SPC IA S     -   162,590.835   380,809.625   MT  0.99995821   -0 56 23.0
 MJ1123;UTM  15      - 4,591,096.021   339,083.125   MT  0.99991867   -1 16 32.8
 MJ1123
 MJ1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1123!SPC IA S     -   0.99993988  x   0.99995821  =   0.99989809
 MJ1123!UTM  15      -   0.99993988  x   0.99991867  =   0.99985856
 MJ1123
 MJ1123|---------------------------------------------------------------------|
 MJ1123| PID    Reference Object                     Distance      Geod. Az  |
 MJ1123|                                                           dddmmss.s |
 MJ1123| CL7353 LORAN RM 1                           19.559 METERS 08951     |
 MJ1123| CL7354 LORAN RM 2                           19.821 METERS 17926     |
 MJ1123| MJ1183 ATLANTIC MUNICIPAL TANK             APPROX. 9.6 KM 2263435.4 |
 MJ1123| MJ1163 ELK HORN MICROWAVE TOWER            APPROX.14.8 KM 3121536.8 |
 MJ1123|---------------------------------------------------------------------|
 MJ1123
 MJ1123                          SUPERSEDED SURVEY CONTROL
 MJ1123
 MJ1123  NAD 83(1986)-  41 27 19.16694(N)    094 55 35.91614(W) AD(       ) 2
 MJ1123  NAD 27      -  41 27 19.20755(N)    094 55 34.96661(W) AD(       ) 2
 MJ1123  NGVD 29 (07/19/86)  410.8    (m)         1348.     (f) VERT ANG       
 MJ1123
 MJ1123.Superseded values are not recommended for survey control.
 MJ1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1123.See file dsdata.txt to determine how the superseded data were derived.
 MJ1123
 MJ1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF3908391096(NAD 83)
 MJ1123_MARKER: DD = SURVEY DISK
 MJ1123_SETTING: 0 = UNSPECIFIED SETTING
 MJ1123
 MJ1123  HISTORY     - Date     Condition        Report By
 MJ1123  HISTORY     - 1968     MONUMENTED       USGS
 MJ1123
 MJ1123                          STATION DESCRIPTION
 MJ1123
 MJ1123'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1123'STATION IS LOCATED ABOUT 4.5 MI E. AND 3.5 MI N. OF ATLANTIC, NEAR
 MJ1123'QUARTER COR. BETWEEN SECS. 19 AND 24, T. 77 N., RS. 35 AND 36 W.,
 MJ1123'IN THE RIGHT-OF-WAY OF A N.-S. GRAVEL RD., 0.35 MI N. OF CURVE IN
 MJ1123'RD. AND 0.15 MI S. OF A DRIVE E. TO A FARMHOUSE.
 MJ1123'
 MJ1123'TO REACH THE STATION FROM THE POST OFFICE IN ATLANTIC, DRIVE 2
 MJ1123'BLOCKS S. ON WALNUT ST. TO U.S. HWY. 6, TURN LEFT AND DRIVE E. FOR
 MJ1123'3.4 MI ON HWY. 6 TO A JCT. OF U.S. HWYS. 6 AND 71, TURN LEFT AND
 MJ1123'DRIVE N. ON U.S. HWY. 71 FOR 3.35 MI TO A JCT. OF A GRAVEL RD. E.,
 MJ1123'TURN RIGHT AND DRIVE E. ON GRAVEL RD. 1.0 MI TO CURVE IN
 MJ1123'RD., CONTINUE AROUND CURVE AND N. ON GRAVEL RD. FOR 0.35 MILE TO
 MJ1123'STATION ON THE LEFT.
 MJ1123'
 MJ1123'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED LORAN
 MJ1123'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 MJ1123'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MJ1123'
 MJ1123'STATION MARK IS 32.6 FT W. OF CENTER OF RD., 93 FT S.-SW. OF
 MJ1123'CENTER OF RD. AT APPROACH TO A FIELD W., 37.2 FT N.-NW. OF A
 MJ1123'POWERLINE POLE, 1.7 FT W. OF A FENCE AND 2.2 FT W. OF A METAL
 MJ1123'WITNESS POST.
 MJ1123'
 MJ1123'REFERENCE MARK 1 IS 64.17 FT (19.559 M.) E. OF STATION, 32 FT
 MJ1123'E. OF CENTER OF RD., 8.0 FT S. OF A TELEPHONE POLE AND 1 FT W. OF
 MJ1123'RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1123'
 MJ1123'REFERENCE MARK 2 IS 65.03 FT (19.821 M.) S. OF STATION, 32 FT
 MJ1123'W. OF CENTER OF RD., 30.4 FT S.-SW. OF A POWER LINE POLE AND 1
 MJ1123'FT E. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1635 ***********************************************************************
 OO1635  DESIGNATION -  LOUISE
 OO1635  PID         -  OO1635
 OO1635  STATE/COUNTY-  IA/HOWARD
 OO1635  USGS QUAD   -  OSTRANDER (1965)
 OO1635
 OO1635                         *CURRENT SURVEY CONTROL
 OO1635  ___________________________________________________________________
 OO1635* NAD 83(1996)-  43 30 00.59604(N)    092 29 57.20153(W)     ADJUSTED  
 OO1635* NAVD 88     -       389.933  (meters)    1279.31   (feet)  ADJUSTED  
 OO1635  ___________________________________________________________________
 OO1635  X           -    -202,075.568 (meters)                     COMP
 OO1635  Y           -  -4,629,732.842 (meters)                     COMP
 OO1635  Z           -   4,368,222.889 (meters)                     COMP
 OO1635  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 OO1635  ELLIP HEIGHT-         359.96  (meters)          (05/06/99) GPS OBS
 OO1635  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 OO1635  DYNAMIC HT  -         389.839 (meters)    1279.00  (feet)  COMP
 OO1635  MODELED GRAV-     980,367.6   (mgal)                       NAVD 88
 OO1635
 OO1635  HORZ ORDER  -  FIRST
 OO1635  VERT ORDER  -  SECOND    CLASS I
 OO1635  ELLP ORDER  -  FOURTH    CLASS I
 OO1635
 OO1635.The horizontal coordinates were established by GPS observations
 OO1635.and adjusted by the National Geodetic Survey in May 1999..
 OO1635
 OO1635.The orthometric height was determined by differential leveling
 OO1635.and adjusted by the National Geodetic Survey in November 1998..
 OO1635
 OO1635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1635
 OO1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1635
 OO1635.The ellipsoidal height was determined by GPS observations
 OO1635.and is referenced to NAD 83.
 OO1635
 OO1635.The geoid height was determined by GEOID03.
 OO1635
 OO1635.The dynamic height is computed by dividing the NAVD 88
 OO1635.geopotential number by the normal gravity value computed on the
 OO1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1635.degrees latitude (g = 980.6199 gals.).
 OO1635
 OO1635.The modeled gravity was interpolated from observed gravity values.
 OO1635
 OO1635;                    North         East     Units Scale Factor Converg.
 OO1635;SPC IA N     - 1,222,663.540 1,580,941.567   MT  1.00005103   +0 40 41.8
 OO1635;SPC MN S     -   156,690.437   921,379.641   MT  1.00007336   +1 03 07.0
 OO1635;UTM  15      - 4,816,481.557   540,484.926   MT  0.99962016   +0 20 41.0
 OO1635
 OO1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1635!SPC IA N     -   0.99994356  x   1.00005103  =   0.99999458
 OO1635!SPC MN S     -   0.99994356  x   1.00007336  =   1.00001691
 OO1635!UTM  15      -   0.99994356  x   0.99962016  =   0.99956374
 OO1635
 OO1635:                Primary Azimuth Mark                     Grid Az
 OO1635:SPC IA N     -  LEROY                                    359 38 55.6
 OO1635:SPC MN S     -  LEROY                                    359 16 30.4
 OO1635:UTM  15      -  LEROY                                    359 58 56.4
 OO1635
 OO1635|---------------------------------------------------------------------|
 OO1635| PID    Reference Object                     Distance      Geod. Az  |
 OO1635|                                                           dddmmss.s |
 OO1635| OO1633 LEROY                               APPROX. 0.6 KM 0001937.4 |
 OO1635|---------------------------------------------------------------------|
 OO1635
 OO1635                          SUPERSEDED SURVEY CONTROL
 OO1635
 OO1635  NAD 83(1996)-  43 30 00.59604(N)    092 29 57.20154(W) AD(       ) 1
 OO1635  NAD 83(1986)-  43 30 00.58454(N)    092 29 57.19776(W) AD(       ) 1
 OO1635
 OO1635.Superseded values are not recommended for survey control.
 OO1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1635.See file dsdata.txt to determine how the superseded data were derived.
 OO1635
 OO1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4048516482(NAD 83)
 OO1635_MARKER: DH = HORIZONTAL CONTROL DISK
 OO1635_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1635_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 OO1635_STAMPING: LOUISE 1991
 OO1635_MARK LOGO: MNDT  
 OO1635_PROJECTION: RECESSED 3 CENTIMETERS
 OO1635_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1635+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1993
 OO1635_ROD/PIPE-DEPTH:  5.5 meters
 OO1635
 OO1635  HISTORY     - Date     Condition        Report By
 OO1635  HISTORY     - 1991     MONUMENTED       MNDT
 OO1635  HISTORY     - 19920707 GOOD             MNDT
 OO1635  HISTORY     - 19930105 GOOD
 OO1635
 OO1635                          STATION DESCRIPTION
 OO1635
 OO1635'DESCRIBED BY MN DEPT OF TRANSP 1991
 OO1635'400
 OO1635'0.5 MI (0.8 KM) SOUTH ON CO RD 12 FROM TH 56 ON THE EAST SIDE OF LEROY
 OO1635'(TH 56 M (183.7 FT) P 6.45), 7 FT (2.1 M) SOUTH OF A GRAVEL RD (STATE
 OO1635'LINE), 29 FT (8.8 M) WEST OF A FILE D ENT, 131.8 FT (40.2 M) WNW OF A
 OO1635'P-POLE, 20.2 FT (6.2 M) WNW OF A GATE POST, 2.8 FT (0.9 M) EA ST O1
 OO1635'M) WEST OF A WIT POST.
 OO1635
 OO1635                          STATION RECOVERY (1992)
 OO1635
 OO1635'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 OO1635'0.5 MI (0.8 KM) SOUTH ON CO RD 12 FROM TH 56 ON THE EAST SIDE OF LEROY
 OO1635'(TH 56 MP 6.45), 7 FT (2.1 M) SOUTH OF A GRAVEL RD (STATE LINE), 29 FT
 OO1635'(8.8 M) WEST OF A FIELD ENT, 131.8 FT (40.2 M) WNW OF A P-POLE, 20.2
 OO1635'FT (6.2 M) WNW OF A GATE POST, 2.8 FT (0.9 M) EAST OF A WIT POST.
 OO1635
 OO1635                          STATION RECOVERY (1993)
 OO1635
 OO1635'RECOVERED 1993
 OO1635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0942 ***********************************************************************
 OO0942  DESIGNATION -  LOURDES IMM CON CATH CH SPIRE
 OO0942  PID         -  OO0942
 OO0942  STATE/COUNTY-  IA/HOWARD
 OO0942  USGS QUAD   -  LOURDES (1981)
 OO0942
 OO0942                         *CURRENT SURVEY CONTROL
 OO0942  ___________________________________________________________________
 OO0942* NAD 83(1996)-  43 15 42.83710(N)    092 17 54.51487(W)     ADJUSTED  
 OO0942* NAVD 88     -                                                        
 OO0942  ___________________________________________________________________
 OO0942  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 OO0942  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 OO0942
 OO0942  HORZ ORDER  -  THIRD
 OO0942
 OO0942.The horizontal coordinates were established by classical geodetic methods
 OO0942.and adjusted by the National Geodetic Survey in May 1999..
 OO0942
 OO0942
 OO0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0942
 OO0942.The geoid height was determined by GEOID03.
 OO0942
 OO0942;                    North         East     Units Scale Factor Converg.
 OO0942;SPC IA N     - 1,196,405.635 1,597,552.889   MT  0.99999913   +0 48 51.6
 OO0942;UTM  15      - 4,790,137.813   556,936.669   MT  0.99963988   +0 28 50.8
 OO0942
 OO0942                          SUPERSEDED SURVEY CONTROL
 OO0942
 OO0942  NAD 83(1996)-  43 15 42.83707(N)    092 17 54.51488(W) AD(       ) 4
 OO0942  NAD 83(1986)-  43 15 42.83032(N)    092 17 54.51442(W) AD(       ) 4
 OO0942  NAD 27      -  43 15 42.93800(N)    092 17 53.89100(W) AD(       ) 3
 OO0942
 OO0942.Superseded values are not recommended for survey control.
 OO0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0942.See file dsdata.txt to determine how the superseded data were derived.
 OO0942
 OO0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5693790138(NAD 83)
 OO0942_MARKER: 90 = CHURCH SPIRE
 OO0942
 OO0942  HISTORY     - Date     Condition        Report By
 OO0942  HISTORY     - 1934     FIRST OBSERVED   CGS
 OO0942
 OO0942                          STATION DESCRIPTION
 OO0942
 OO0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0942'STATION IS THE TIP OF THE SPIRE OF THE IMMACULATE CONCEPTION
 OO0942'CATHOLIC CHURCH IN LOURDES.  THIS CHURCH WAS BUILT IN MAY, 1901.
 OO0942'IT IS A TALL SLIM OCTAGONAL SPIRE ABOUT 120 FEET HIGH SURMOUNTED
 OO0942'BY A PLAIN GOLD COLORED CROSS.  THE CHURCH IS OF RED BRICK
 OO0942'CONSTRUCTION FACING N.  IT IS ABOUT 65 FEET E OF THE CENTER
 OO0942'LINE OF STATE HIGHWAY 59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1324 ***********************************************************************
 MJ1324  DESIGNATION -  LOVELAND
 MJ1324  PID         -  MJ1324
 MJ1324  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1324  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ1324
 MJ1324                         *CURRENT SURVEY CONTROL
 MJ1324  ___________________________________________________________________
 MJ1324* NAD 83(1996)-  41 30 11.05457(N)    095 53 15.65342(W)     ADJUSTED  
 MJ1324* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 MJ1324  ___________________________________________________________________
 MJ1324  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 MJ1324  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 MJ1324
 MJ1324  HORZ ORDER  -  SECOND
 MJ1324
 MJ1324.The horizontal coordinates were established by classical geodetic methods
 MJ1324.and adjusted by the National Geodetic Survey in May 1999..
 MJ1324
 MJ1324.The orthometric height was scaled from a topographic map.
 MJ1324
 MJ1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1324
 MJ1324.The geoid height was determined by GEOID03.
 MJ1324
 MJ1324;                    North         East     Units Scale Factor Converg.
 MJ1324;SPC IA S     -   169,651.738   300,679.720   MT  0.99996225   -1 34 22.0
 MJ1324;UTM  15      - 4,598,631.636   258,984.883   MT  1.00031491   -1 54 52.1
 MJ1324
 MJ1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1324!SPC IA S     -   0.99994378  x   0.99996225  =   0.99990603
 MJ1324!UTM  15      -   0.99994378  x   1.00031491  =   1.00025868
 MJ1324
 MJ1324:                Primary Azimuth Mark                     Grid Az
 MJ1324:SPC IA S     -  JOHANNES                                 124 59 17.3
 MJ1324:UTM  15      -  JOHANNES                                 125 19 47.4
 MJ1324
 MJ1324|---------------------------------------------------------------------|
 MJ1324| PID    Reference Object                     Distance      Geod. Az  |
 MJ1324|                                                           dddmmss.s |
 MJ1324| MJ1240 JOHANNES                            APPROX. 2.2 KM 1232455.3 |
 MJ1324|---------------------------------------------------------------------|
 MJ1324
 MJ1324                          SUPERSEDED SURVEY CONTROL
 MJ1324
 MJ1324  NAD 83(1996)-  41 30 11.05495(N)    095 53 15.65345(W) AD(       ) 2
 MJ1324  NAD 83(1986)-  41 30 11.06059(N)    095 53 15.65582(W) AD(       ) 2
 MJ1324  NAD 27      -  41 30 11.08600(N)    095 53 14.61400(W) AD(       ) 2
 MJ1324
 MJ1324.Superseded values are not recommended for survey control.
 MJ1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1324.See file dsdata.txt to determine how the superseded data were derived.
 MJ1324
 MJ1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5898598632(NAD 83)
 MJ1324_MARKER: P = PIPE CAP
 MJ1324_SETTING: 0 = UNSPECIFIED SETTING
 MJ1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ1324
 MJ1324  HISTORY     - Date     Condition        Report By
 MJ1324  HISTORY     - 1930     MONUMENTED       MORC
 MJ1324
 MJ1324                          STATION DESCRIPTION
 MJ1324
 MJ1324'DESCRIBED BY MISSOURI RIVER COMMISSION 1930 (HWH)
 MJ1324'STATION IS ON THE HIGHEST POINT OF A SHORT NW-SE RIDGE ABOUT
 MJ1324'A MILE NE OF LOVELAND, WHICH IS A SMALL VILLAGE ON U.S. ROUTE
 MJ1324'30, 4 MILES S OF MISSOURI VALLEY.
 MJ1324'
 MJ1324'A MARK OF THE MISSOURI RIVER COMMISSION MARKS THE STATION.
 MJ1324'THE MARK CONSISTS OF A 4-INCH IRON PIPE WITH CAP MISSING,
 MJ1324'WOOD FILLED.
 MJ1324'
 MJ1324'THE STATION WAS OCCUPIED AT AN ECCENTRIC POINT, 2.7 METERS
 MJ1324'N, FROM WHICH THE LINES TO JOHANNES AND TAYLOR WERE CLEARED
 MJ1324'THROUGH SMALL OAK.
 MJ1324'
 MJ1324'THE STATION IS REACHED FROM LOVELAND BY GOING E ON THE MAIN
 MJ1324'STREET TO THE OLD LINCOLN HIGHWAY AT WHICH POINT THERE IS
 MJ1324'A CHURCH.  GO NE FROM THE CHURCH, THROUGH A FARMYARD, AND
 MJ1324'ABOUT 1/2 MILE UP A DRAW WHICH IS CULTIVATED.  THE STATION IS
 MJ1324'ON A RIDGE WHICH RUNS NW FROM THE HEAD OF THIS DRAW.  A SHORT
 MJ1324'STEEP ROUTE TO REACH THE STATION MAY BE HAD BY GOING N FROM
 MJ1324'LOVELAND ABOUT 1 MILE ON THE OLD LINCOLN HIGHWAY TO A POINT
 MJ1324'200 YARDS FROM ITS JUNCTION WITH THE NEW HIGHWAY, AND GOING
 MJ1324'SE UP THE RIDGE TO THE SUMMIT.
 MJ1324'
 MJ1324'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0561 ***********************************************************************
 MH0561  CBN         -  This is a Cooperative Base Network Control Station.
 MH0561  DESIGNATION -  LOVILIA
 MH0561  PID         -  MH0561
 MH0561  STATE/COUNTY-  IA/MONROE
 MH0561  USGS QUAD   -  LOVILIA (1982)
 MH0561
 MH0561                         *CURRENT SURVEY CONTROL
 MH0561  ___________________________________________________________________
 MH0561* NAD 83(1996)-  41 08 14.50185(N)    092 54 24.87084(W)     ADJUSTED  
 MH0561* NAVD 88     -       285.8    (meters)     938.     (feet)  GPS OBS   
 MH0561  ___________________________________________________________________
 MH0561  X           -    -243,969.828 (meters)                     COMP
 MH0561  Y           -  -4,804,569.992 (meters)                     COMP
 MH0561  Z           -   4,174,090.937 (meters)                     COMP
 MH0561  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 MH0561  ELLIP HEIGHT-         253.63  (meters)          (06/15/04) GPS OBS
 MH0561  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 MH0561
 MH0561  HORZ ORDER  -  B
 MH0561  ELLP ORDER  -  FOURTH    CLASS I
 MH0561
 MH0561.The horizontal coordinates were established by GPS observations
 MH0561.and adjusted by the National Geodetic Survey in August 1997..
 MH0561
 MH0561.The orthometric height was determined by GPS observations and a
 MH0561.high-resolution geoid model.
 MH0561
 MH0561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0561
 MH0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0561
 MH0561.The ellipsoidal height was determined by GPS observations
 MH0561.and is referenced to NAD 83.
 MH0561
 MH0561.The geoid height was determined by GEOID03.
 MH0561
 MH0561;                    North         East     Units Scale Factor Converg.
 MH0561;SPC IA S     -   126,471.905   549,793.192   MT  0.99994898   +0 23 26.4
 MH0561;UTM  15      - 4,554,009.863   507,812.856   MT  0.99960075   +0 03 40.5
 MH0561
 MH0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0561!SPC IA S     -   0.99996022  x   0.99994898  =   0.99990920
 MH0561!UTM  15      -   0.99996022  x   0.99960075  =   0.99956098
 MH0561
 MH0561:                Primary Azimuth Mark                     Grid Az
 MH0561:SPC IA S     -  GEORGETOWN ST PATRICKS CHURCH            196 15 02.2
 MH0561:UTM  15      -  GEORGETOWN ST PATRICKS CHURCH            196 34 48.1
 MH0561
 MH0561|---------------------------------------------------------------------|
 MH0561| PID    Reference Object                     Distance      Geod. Az  |
 MH0561|                                                           dddmmss.s |
 MH0561| MH0560 GEORGETOWN ST PATRICKS CHURCH       APPROX.14.3 KM 1963828.6 |
 MH0561| CL9808 LOVILIA RM 1                         55.916 METERS 20308     |
 MH0561| CL9809 LOVILIA RM 2                         40.194 METERS 29349     |
 MH0561| CL9810 LOVILIA RM 3                          9.225 METERS 32611     |
 MH0561| CL9807 LOVILIA AZ MK                                      3470040.0 |
 MH0561|---------------------------------------------------------------------|
 MH0561
 MH0561                          SUPERSEDED SURVEY CONTROL
 MH0561
 MH0561  ELLIP H (08/25/97)  253.66   (m)                       GP(       ) 4 1
 MH0561  NAD 83(1986)-  41 08 14.50777(N)    092 54 24.88450(W) AD(       ) 1
 MH0561  NAD 27      -  41 08 14.49450(N)    092 54 24.15710(W) AD(       ) 1
 MH0561
 MH0561.Superseded values are not recommended for survey control.
 MH0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0561.See file dsdata.txt to determine how the superseded data were derived.
 MH0561
 MH0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF0781354010(NAD 83)
 MH0561_MARKER: DS = TRIANGULATION STATION DISK
 MH0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0561_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0561_STAMPING: LOVILIA 1956
 MH0561_MARK LOGO: CGS   
 MH0561_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0561+STABILITY: SURFACE MOTION
 MH0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0561+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1996
 MH0561
 MH0561  HISTORY     - Date     Condition        Report By
 MH0561  HISTORY     - 1956     MONUMENTED       CGS
 MH0561  HISTORY     - 1970     GOOD             NGS
 MH0561  HISTORY     - 1980     GOOD             NGS
 MH0561  HISTORY     - 19960919 GOOD             IADT
 MH0561
 MH0561                          STATION DESCRIPTION
 MH0561
 MH0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0561'THE STATION IS IN THE TOWN OF LOVILIA, ON PROPERTY OF THE
 MH0561'CHICAGO BURLINGTON AND QUINCY RAILROAD, ABOUT 150 YARDS SOUTH
 MH0561'OF THE DEPOT, AND IN SECTION 11, T 73 N, R 18 W.
 MH0561'
 MH0561'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 MH0561'STATE HIGHWAY 60 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 MH0561'
 MH0561'STATION MARKS ARE STANDARD DISKS STAMPED LOVILIA 1956.  THE
 MH0561'SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH
 MH0561'WITH THE GROUND SURFACE.  IT IS 335 FEET SOUTH OF THE SOUTHWEST
 MH0561'CORNER OF THE DEPOT, 73 FEET WEST OF THE WEST RAIL OF THE
 MH0561'MAIN RAILROAD TRACKS AND 48 FEET EAST OF CENTER LINE OF STATE
 MH0561'HIGHWAY 60.  A STANDARD WITNESS POST WAS SET 3 FEET NORTH
 MH0561'OF THE MARK..  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MH0561'MASS OF CONCRETE 32 INCHES BELOW GROUND SURFACE.
 MH0561'
 MH0561'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOVILIA NO 1
 MH0561'1956, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 MH0561'INCHES.  IT IS 69 FEET NORTH-NORTHWEST OF A FIRE HYDRANT, 50
 MH0561'FEET WEST OF CENTER LINE OF HIGHWAY 60, AND 20 FEET NORTH OF
 MH0561'CENTER OF STREET WHICH LEADS WEST FROM HIGHWAY.
 MH0561'
 MH0561'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LOVILIA NO 2 1956,
 MH0561'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MH0561'IT IS 63 FEET WEST OF CENTER LINE OF HIGHWAY AND 4 FEET
 MH0561'EAST OF THE SOUTHEAST CORNER OF GARAGE.
 MH0561'
 MH0561'AZIMUTH MARK, A STANDARD DISK STAMPED LOVILIA 1956, IS SET
 MH0561'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 38
 MH0561'FEET WEST-SOUTHWEST OF CENTER LINE OF HIGHWAY 60, 20 FEET
 MH0561'EAST-NORTHEAST OF CENTER OF A BLACKTOP STREET, 23 FEET
 MH0561'SOUTH-SOUTHEAST OF A STOP SIGN AND 3 FEET NORTHEAST OF A
 MH0561'TELEPHONE POLE.  A STANDARD WITNESS POST WAS SET 2 FEET
 MH0561'SOUTH-SOUTHWEST OF THE MARK.
 MH0561'
 MH0561'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MH0561
 MH0561                          STATION RECOVERY (1970)
 MH0561
 MH0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MH0561'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 MH0561'AND THE AZIMUTH MARK WERE RECOVERED AND ALL MARKS WERE FOUND
 MH0561'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS IN THE WAY OF
 MH0561'A NEW GARAGE BEING BUILT AND WAS DESTROYED AT THE REQUEST
 MH0561'OF THE PROPERTY OWNER.  THE DISTANCE AND DIRECTION BETWEEN
 MH0561'THE AZIMUTH MARK AND REFERENCE MARK NO. 2 CHECKED.  THE OLD
 MH0561'DEPOT MENTIONED IN THE ORIGINAL DESCRIPTION IS GONE.
 MH0561'
 MH0561'DUE TO SEVERAL CHANGES IN THE AREA, A NEW DESCRIPTION FOLLOWS.
 MH0561'
 MH0561'STATION MARK, A STANDARD DISK STAMPED LOVILIA 1956, IS SET
 MH0561'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 MH0561'THE SURFACE OF THE GROUND.  IT IS ABOUT 195 FEET NORTHEAST
 MH0561'OF THE INTERSECTION OF STATE HIGHWAY 5 AND WEST 20TH STREET
 MH0561'IN LOVILIA, 79 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 MH0561'A CONCRETE FOUNDATION FOR FERTILZER TANKS, 41 FEET
 MH0561'SOUTH-SOUTHWEST OF A POWERLINE POLE WITH TWO TRANSFORMERS, 73
 MH0561'FEET WEST OF THE WEST RAIL OF THE MAIN RAILROAD TRACKS,
 MH0561'AND 48 FEET EAST OF THE CENTER OF STATE HIGHWAY 5.  THE
 MH0561'UNDERGROUND MARK WAS NOT INSPECTED.
 MH0561'
 MH0561'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOVILIA NO. 1
 MH0561'1956, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 MH0561'PROJECTS 2 INCHES.  IT IS 69 FEET NORTH-NORTHWEST OF A FIRE
 MH0561'HYDRANT, 50 FEET WEST OF THE CENTER OF STATE HIGHWAY 5,
 MH0561'AND 20 FEET NORTH OF THE CENTER OF WEST 20TH STREET.
 MH0561'
 MH0561'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LOVILIA 1956
 MH0561'NO. 3 1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 MH0561'PROJECTS 4 INCHES.  IT IS 35 FEET EAST OF THE CENTER OF STATE
 MH0561'HIGHWAY 5, 2 FEET NORTHEAST OF A POWERLINE POLE, AND 1 FOOT
 MH0561'SOUTH OF A METAL WITNESS POST.
 MH0561'
 MH0561'AZIMUTH MARK, A STANDARD DISK STAMPED LOVILIA 1956, IS SET
 MH0561'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MH0561'IT IS 38 FEET WEST-SOUTHWEST OF THE CENTER OF STATE HIGHWAY
 MH0561'5, 20 FEET EAST-NORTHEAST OF THE CENTER OF A BLACKTOP STREET,
 MH0561'23 FEET SOUTH-SOUTHEAST OF A STOP SIGN, 3 FEET NORTHEAST
 MH0561'OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 MH0561'
 MH0561'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 MH0561'HIGHWAY 5 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 MH0561'
 MH0561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LOVILIA.
 MH0561
 MH0561                          STATION RECOVERY (1980)
 MH0561
 MH0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MH0561'SURFACE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK
 MH0561'WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1970.  THE
 MH0561'DIRECTION TO THE LOVILIA MUNICIPAL WATER TANK WAS 4.1 SECONDS SMALLER
 MH0561'THAN 1970 DATA AND THE DIRECTIONS TO THE REFERENCE MARKS WERE 16
 MH0561'SECONDS AND 4 MINUTES, 39 SECONDS RESPECTIVELY.  THE DISTANCE TO
 MH0561'REFERENCE MARK 1 AGREED WITH 1970 DATA WHILE THE DISTANCE TO
 MH0561'REFERENCE MARK 3 WAS 0.010 METER SHORTER.  THE UNDERGROUND MARK WAS
 MH0561'NOT INSPECTED.  THE 1970 DESCRIPTION WAS ADEQUATE AND WAS VERIFIED.
 MH0561
 MH0561                          STATION RECOVERY (1996)
 MH0561
 MH0561'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (AAW)
 MH0561'RECOVERED IN 1996 BY IOWA DOT.  THE STATION IS LOCATED NEAR THE NORTH
 MH0561'1/4 CORNER OF SECTION 11, T 73 N, R 18 W ON THE EAST SIDE OF IA HWY 5
 MH0561'IN LOVILIA.  TO REACH THE STATION FROM THE INTERSECTION OF IA.  HWY. 5
 MH0561'AND COUNTY ROAD H 16 IN LOVILIA, GO NORTH ON HWY 5 FOR 0.1 MI (0.2 KM)
 MH0561'TO THE STATION ON THE RIGHT.  THE STATION IS 73 FT (22.3 M) WEST OF
 MH0561'THE WEST RAIL OF THE RAILROAD TRACKS, 47 FT (14.3 M) EAST OF THE
 MH0561'CENTERLINE OF IA 5, 29 FT (8.8 M) SOUTHEAST OF A POWERPOLE, AND 0.3 M
 MH0561'(1.0 FT) EAST OF A PINK STATE HARN SURVEY SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0678 ***********************************************************************
 MG0678  DESIGNATION -  LOW MOOR WATER TANK
 MG0678  PID         -  MG0678
 MG0678  STATE/COUNTY-  IA/CLINTON
 MG0678  USGS QUAD   -  CAMANCHE (1991)
 MG0678
 MG0678                         *CURRENT SURVEY CONTROL
 MG0678  ___________________________________________________________________
 MG0678* NAD 83(1996)-  41 48 03.10011(N)    090 21 26.46171(W)     ADJUSTED  
 MG0678* NAVD 88     -                                                        
 MG0678  ___________________________________________________________________
 MG0678  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 MG0678  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MG0678
 MG0678  HORZ ORDER  -  THIRD
 MG0678
 MG0678.The horizontal coordinates were established by classical geodetic methods
 MG0678.and adjusted by the National Geodetic Survey in May 1999..
 MG0678
 MG0678
 MG0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0678
 MG0678.The geoid height was determined by GEOID03.
 MG0678
 MG0678;                    North         East     Units Scale Factor Converg.
 MG0678;SPC IA S     -   204,707.470   761,125.133   MT  1.00000316   +2 04 12.2
 MG0678;UTM  15      - 4,631,042.496   719,547.801   MT  1.00019318   +1 45 43.7
 MG0678
 MG0678                          SUPERSEDED SURVEY CONTROL
 MG0678
 MG0678  NAD 83(1986)-  41 48 03.10750(N)    090 21 26.46766(W) AD(       ) 4
 MG0678  NAD 27      -  41 48 02.99400(N)    090 21 25.99500(W) AD(       ) 3
 MG0678
 MG0678.Superseded values are not recommended for survey control.
 MG0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0678.See file dsdata.txt to determine how the superseded data were derived.
 MG0678
 MG0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG1954831042(NAD 83)
 MG0678_MARKER: 51 = TANK
 MG0678_SETTING: 0 = UNSPECIFIED SETTING
 MG0678
 MG0678  HISTORY     - Date     Condition        Report By
 MG0678  HISTORY     - 1931     FIRST OBSERVED   CGS
 MG0678  HISTORY     - 1963     GOOD             CGS
 MG0678  HISTORY     - 1968     GOOD             CGS
 MG0678  HISTORY     - 1982     GOOD             NGS
 MG0678  HISTORY     - 19941114 GOOD             USPSQD
 MG0678  HISTORY     - 20010331 GOOD             NGS
 MG0678
 MG0678                          STATION DESCRIPTION
 MG0678
 MG0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RCY)
 MG0678'NO PREVIOUS DESCRIPTION.  STATION IS THE MUNICIPAL WATER TANK
 MG0678'NEAR THE CENTER OF THE SMALL TOWN OF LOW MOOR.
 MG0678
 MG0678                          STATION RECOVERY (1968)
 MG0678
 MG0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JMW)
 MG0678'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MG0678'
 MG0678'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LOW MOOR.
 MG0678
 MG0678                          STATION RECOVERY (1982)
 MG0678
 MG0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PMC)
 MG0678'RECOVERED AS DESCRIBED IN 410901 STA 1018.
 MG0678'
 MG0678'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LOW MOOR,
 MG0678'IOWA.
 MG0678
 MG0678                          STATION RECOVERY (1994)
 MG0678
 MG0678'RECOVERY NOTE BY US POWER SQUADRON 1994
 MG0678'RECOVERED IN GOOD CONDITION.
 MG0678
 MG0678                          STATION RECOVERY (2001)
 MG0678
 MG0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MG0678'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1001 ***********************************************************************
 OP1001  DESIGNATION -  LU VERNE IOWA BEEF PROCES MAST
 OP1001  PID         -  OP1001
 OP1001  STATE/COUNTY-  IA/KOSSUTH
 OP1001  USGS QUAD   -  SEXTON (1972)
 OP1001
 OP1001                         *CURRENT SURVEY CONTROL
 OP1001  ___________________________________________________________________
 OP1001* NAD 83(1996)-  43 02 49.95563(N)    094 05 19.49965(W)     ADJUSTED  
 OP1001* NAVD 88     -       402.     (meters)    1319.     (feet)  VERTCON   
 OP1001  ___________________________________________________________________
 OP1001  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 OP1001  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 OP1001
 OP1001  HORZ ORDER  -  THIRD
 OP1001
 OP1001.The horizontal coordinates were established by classical geodetic methods
 OP1001.and adjusted by the National Geodetic Survey in May 1999..
 OP1001
 OP1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1001
 OP1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1001
 OP1001.The geoid height was determined by GEOID03.
 OP1001
 OP1001;                    North         East     Units Scale Factor Converg.
 OP1001;SPC IA N     - 1,172,028.773 1,452,031.492   MT  0.99996728   -0 23 56.5
 OP1001;UTM  15      - 4,766,632.530   411,325.388   MT  0.99969673   -0 44 35.6
 OP1001
 OP1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1001!SPC IA N     -   0.99994152  x   0.99996728  =   0.99990881
 OP1001!UTM  15      -   0.99994152  x   0.99969673  =   0.99963827
 OP1001
 OP1001                          SUPERSEDED SURVEY CONTROL
 OP1001
 OP1001  NAD 83(1996)-  43 02 49.95552(N)    094 05 19.49960(W) AD(       ) 4
 OP1001  NAD 83(1986)-  43 02 49.94713(N)    094 05 19.49048(W) AD(       ) 4
 OP1001  NAD 27      -  43 02 50.06653(N)    094 05 18.64004(W) AD(       ) 3
 OP1001  NGVD 29 (07/19/86)  402.     (m)         1319.     (f) VERT ANG       
 OP1001
 OP1001.Superseded values are not recommended for survey control.
 OP1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1001.See file dsdata.txt to determine how the superseded data were derived.
 OP1001
 OP1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH1132566633(NAD 83)
 OP1001_MARKER: 42 = RADIO/TV MAST
 OP1001
 OP1001  HISTORY     - Date     Condition        Report By
 OP1001  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP1001
 OP1001                          STATION DESCRIPTION
 OP1001
 OP1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1001'THE IOWA BEEF PROCESSORS KTS 20 MAST IS LOCATED 9 MILES NORTH
 OP1001'OF LU VERNE, 6 MILES EAST-SOUTHEAST OF ALGONA, 2.5 MILES SOUTH
 OP1001'OF SEXTON, IN SECTION 18, T 95 N, R 27 W.
 OP1001'
 OP1001'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 18 AND COUNTY ROUTE
 OP1001'P 60 IN SEXTON, GO SOUTH ON ROUTE P 60 FOR 2.5 MILES TO THE
 OP1001'MAST ON THE LEFT.
 OP1001'
 OP1001'THE MAST IS 123 FEET HIGH, 3-LEGGED, SINGLE COLUMN, GUYED,
 OP1001'PAINTED RED AND WHITE, WITH A RED LIGHT AT THE APEX.
 OP1001'
 OP1001'THE POINT INTERSECTED WAS THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0876 ***********************************************************************
 ON0876  DESIGNATION -  LUANA
 ON0876  PID         -  ON0876
 ON0876  STATE/COUNTY-  IA/CLAYTON
 ON0876  USGS QUAD   -  POSTVILLE (1971)
 ON0876
 ON0876                         *CURRENT SURVEY CONTROL
 ON0876  ___________________________________________________________________
 ON0876* NAD 83(1996)-  43 03 38.23516(N)    091 30 13.07565(W)     ADJUSTED  
 ON0876* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 ON0876  ___________________________________________________________________
 ON0876  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 ON0876  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 ON0876
 ON0876  HORZ ORDER  -  THIRD
 ON0876
 ON0876.The horizontal coordinates were established by classical geodetic methods
 ON0876.and adjusted by the National Geodetic Survey in May 1999..
 ON0876
 ON0876.The orthometric height was scaled from a topographic map.
 ON0876
 ON0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0876
 ON0876.The geoid height was determined by GEOID03.
 ON0876
 ON0876;                    North         East     Units Scale Factor Converg.
 ON0876;SPC IA N     - 1,175,271.605 1,662,605.465   MT  0.99996885   +1 21 10.9
 ON0876;UTM  15      - 4,768,633.176   621,847.468   MT  0.99978264   +1 01 18.5
 ON0876
 ON0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0876!SPC IA N     -   0.99994994  x   0.99996885  =   0.99991879
 ON0876!UTM  15      -   0.99994994  x   0.99978264  =   0.99973259
 ON0876
 ON0876|---------------------------------------------------------------------|
 ON0876| PID    Reference Object                     Distance      Geod. Az  |
 ON0876|                                                           dddmmss.s |
 ON0876| CI5892 LUANA RM 1                            9.452 METERS 20915     |
 ON0876| ON0503 N 12                                               3061226.6 |
 ON0876| CI5893 LUANA RM 2                           26.329 METERS 30955     |
 ON0876|---------------------------------------------------------------------|
 ON0876
 ON0876                          SUPERSEDED SURVEY CONTROL
 ON0876
 ON0876  NAD 83(1996)-  43 03 38.23508(N)    091 30 13.07554(W) AD(       ) 3
 ON0876  NAD 83(1986)-  43 03 38.22620(N)    091 30 13.07526(W) AD(       ) 3
 ON0876  NAD 27      -  43 03 38.29150(N)    091 30 12.56680(W) AD(       ) 3
 ON0876
 ON0876.Superseded values are not recommended for survey control.
 ON0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0876.See file dsdata.txt to determine how the superseded data were derived.
 ON0876
 ON0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2184768633(NAD 83)
 ON0876_MARKER: DS = TRIANGULATION STATION DISK
 ON0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0876
 ON0876  HISTORY     - Date     Condition        Report By
 ON0876  HISTORY     - 1961     MONUMENTED       CGS
 ON0876
 ON0876                          STATION DESCRIPTION
 ON0876
 ON0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0876'THE STATION IS LOCATED ABOUT 3-3/4 MILES SOUTHEAST OF POSTVILLE,
 ON0876'ABOUT 2-1/4 MILES WEST OF LUANA, NEAR THE CENTER OF SEC. 12,
 ON0876'T. 95 N., R. 6 W., AND ON THE ROAD RIGHT-OF-WAY.  IT IS 96
 ON0876'FEET SOUTHEAST OF A T-ROAD INTERSECTION, 65 FEET SOUTH OF
 ON0876'THE CENTERLINE OF U.S. HIGHWAYS 18 AND 52, 47 FEET EAST OF
 ON0876'THE CENTERLINE OF A GRAVELED ROAD, 16 FEET NORTHEAST OF
 ON0876'A POWER POLE, AND 9 FEET NORTHEAST OF A WITNESS POST.  THE
 ON0876'MONUMENT IS FLUSH AND THE DISK IS STAMPED LUANA 1961.
 ON0876'
 ON0876'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18
 ON0876'AND 52 AND STATE HIGHWAY 51 IN POSTVILLE, GO SOUTHEASTERLY
 ON0876'ON U.S. HIGHWAYS 18 AND 52 FOR 1.7 MILES TO A SIDE ROAD RIGHT.
 ON0876'CONTINUE SOUTHEASTERLY ON THESE HIGHWAYS FOR 2.1 MILES TO
 ON0876'A SIDE ROAD LEFT AND THE BENCH MARK ON THE LEFT IN THE NORTHEAST
 ON0876'ANGLE.  CONTINUE SOUTHEASTERLY FOR 0.35 MILE TO A SIDE ROAD
 ON0876'RIGHT AND THE STATION ON THE RIGHT IN THE SOUTHEAST ANGLE.
 ON0876'
 ON0876'REFERENCE MARK 1 IS 32 FEET EAST OF THE CENTERLINE OF A
 ON0876'GRAVELED ROAD, 23 FEET SOUTH OF A POWER POLE, 23 FEET SOUTHWEST
 ON0876'OF A WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE.  THE
 ON0876'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED LUANA
 ON0876'NO 1 1961.
 ON0876'
 ON0876'REFERENCE MARK 2 IS 51 FEET SOUTH OF THE CENTERLINE OF U.S.
 ON0876'HIGHWAYS 18 AND 52, 26 FEET WEST OF THE CENTERLINE OF A
 ON0876'GRAVELED ROAD, AND 13 FEET EAST OF A WOVEN WIRE FENCE.  THE
 ON0876'MONUMENT IS FLUSH AND THE DISK IS STAMPED LUANA NO 2 1961.
 ON0876'
 ON0876'BENCH MARK N 12 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 ON0876'BENCH MARK DISK SET IN THE TOP OF A 12 INCH BY 12 INCH CONCRETE
 ON0876'POST.  IT IS 34 FEET NORTHEAST OF U.S. HIGHWAYS 18 AND
 ON0876'52, 29 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED ROAD,
 ON0876'5 FEET EAST OF A TELEPHONE POLE, AND 2 FEET SOUTH OF A WITNESS
 ON0876'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ON0876'N 12 1933.
 ON0876'
 ON0876'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0833 ***********************************************************************
 ON0833  DESIGNATION -  LUANA ST JOHNS LUTH CH SPIRE
 ON0833  PID         -  ON0833
 ON0833  STATE/COUNTY-  IA/CLAYTON
 ON0833  USGS QUAD   -  MONONA (1971)
 ON0833
 ON0833                         *CURRENT SURVEY CONTROL
 ON0833  ___________________________________________________________________
 ON0833* NAD 83(1996)-  43 03 43.10370(N)    091 27 16.32463(W)     ADJUSTED  
 ON0833* NAVD 88     -                                                        
 ON0833  ___________________________________________________________________
 ON0833  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 ON0833  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 ON0833
 ON0833  HORZ ORDER  -  THIRD
 ON0833
 ON0833.The horizontal coordinates were established by classical geodetic methods
 ON0833.and adjusted by the National Geodetic Survey in May 1999..
 ON0833
 ON0833
 ON0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0833
 ON0833.The geoid height was determined by GEOID03.
 ON0833
 ON0833;                    North         East     Units Scale Factor Converg.
 ON0833;SPC IA N     - 1,175,517.394 1,666,600.083   MT  0.99996902   +1 23 10.7
 ON0833;UTM  15      - 4,768,855.838   625,842.720   MT  0.99979482   +1 03 19.3
 ON0833
 ON0833                          SUPERSEDED SURVEY CONTROL
 ON0833
 ON0833  NAD 83(1996)-  43 03 43.10363(N)    091 27 16.32450(W) AD(       ) 4
 ON0833  NAD 83(1986)-  43 03 43.09441(N)    091 27 16.32319(W) AD(       ) 4
 ON0833  NAD 27      -  43 03 43.15500(N)    091 27 15.81300(W) AD(       ) 3
 ON0833
 ON0833.Superseded values are not recommended for survey control.
 ON0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0833.See file dsdata.txt to determine how the superseded data were derived.
 ON0833
 ON0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2584368856(NAD 83)
 ON0833_MARKER: 90 = CHURCH SPIRE
 ON0833
 ON0833  HISTORY     - Date     Condition        Report By
 ON0833  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0833  HISTORY     - 19960713 GOOD             USPSQD
 ON0833
 ON0833                          STATION DESCRIPTION
 ON0833
 ON0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0833'THE STATION IS THE CENTER OF THE TOP OF A WHITE SHINGLED SPIRE
 ON0833'WITH GREEN STRIPES RUNNING UP AND DOWN.  IT IS ON THE EAST EDGE OF
 ON0833'A RED BRICK BUILDING LOCATED IN THE NORTHWEST EDGE OF LUANA.
 ON0833'THE OVERALL HEIGHT IS APPROXIMATELY 60 FEET.
 ON0833
 ON0833                          STATION RECOVERY (1996)
 ON0833
 ON0833'RECOVERY NOTE BY US POWER SQUADRON 1996
 ON0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0639 ***********************************************************************
 MH0639  DESIGNATION -  LUCAS
 MH0639  PID         -  MH0639
 MH0639  STATE/COUNTY-  IA/LUCAS
 MH0639  USGS QUAD   -  OLMITZ (1982)
 MH0639
 MH0639                         *CURRENT SURVEY CONTROL
 MH0639  ___________________________________________________________________
 MH0639* NAD 83(1996)-  41 06 00.29494(N)    093 10 19.24668(W)     ADJUSTED  
 MH0639* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 MH0639  ___________________________________________________________________
 MH0639  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 MH0639  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 MH0639
 MH0639  HORZ ORDER  -  FIRST
 MH0639
 MH0639.The horizontal coordinates were established by classical geodetic methods
 MH0639.and adjusted by the National Geodetic Survey in May 1999..
 MH0639
 MH0639.The orthometric height was scaled from a topographic map.
 MH0639
 MH0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0639
 MH0639.The geoid height was determined by GEOID03.
 MH0639
 MH0639;                    North         East     Units Scale Factor Converg.
 MH0639;SPC IA S     -   122,214.161   527,552.021   MT  0.99994991   +0 12 57.8
 MH0639;UTM  15      - 4,549,881.456   485,555.348   MT  0.99960257   -0 06 47.1
 MH0639
 MH0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0639!SPC IA S     -   0.99995760  x   0.99994991  =   0.99990751
 MH0639!UTM  15      -   0.99995760  x   0.99960257  =   0.99956019
 MH0639
 MH0639|---------------------------------------------------------------------|
 MH0639| PID    Reference Object                     Distance      Geod. Az  |
 MH0639|                                                           dddmmss.s |
 MH0639| CL9812 LUCAS RM 1                           23.692 METERS 01727     |
 MH0639| CL9813 LUCAS RM 2                           36.987 METERS 11647     |
 MH0639| MH0644 CHARITON MUNICIPAL TANK             APPROX.14.1 KM 2262202.3 |
 MH0639| MH0641 CHARITON LUCAS CO CTHSE CLKTWR      APPROX.14.8 KM 2302650.9 |
 MH0639| CL9811 LUCAS AZ MK                                        2512356.4 |
 MH0639| MH0634 TV STA WHO RELAY MAST KAM 40        APPROX.20.2 KM 3595717.8 |
 MH0639|---------------------------------------------------------------------|
 MH0639
 MH0639                          SUPERSEDED SURVEY CONTROL
 MH0639
 MH0639  NAD 83(1986)-  41 06 00.30053(N)    093 10 19.25934(W) AD(       ) 1
 MH0639  NAD 27      -  41 06 00.29950(N)    093 10 18.51790(W) AD(       ) 1
 MH0639
 MH0639.Superseded values are not recommended for survey control.
 MH0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0639.See file dsdata.txt to determine how the superseded data were derived.
 MH0639
 MH0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF8555549881(NAD 83)
 MH0639_MARKER: DS = TRIANGULATION STATION DISK
 MH0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0639_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0639
 MH0639  HISTORY     - Date     Condition        Report By
 MH0639  HISTORY     - 1956     MONUMENTED       CGS
 MH0639
 MH0639                          STATION DESCRIPTION
 MH0639
 MH0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0639'STATION IS ABOUT 9.5 MILES SOUTH-SOUTHEAST OF MELCHER, 9.0 MILES
 MH0639'NORTHEAST OF CHARITON, 4.5 MILES EAST OF WILLIAMSON, IN SECTION
 MH0639'28, T. 73 N., R. 20 W., AND IN PASTURE LAND OWNED BY MR. KENNETH
 MH0639'C. DAVIS.
 MH0639'
 MH0639'TO REACH THE STATION FROM THE CROSSROAD IN WILLIAMSON, GO EAST
 MH0639'ON GRAVEL ROAD FOR 1.2 MILES TO A T-INTERSECTION, TURN LEFT
 MH0639'AND GO NORTHEASTERLY ON GRAVEL ROAD FOR 1.3 MILES TO A FORK,
 MH0639'TAKE THE RIGHT FORK AND GO EAST ON GRAVEL ROAD FOR 2.4 MILES
 MH0639'TO A T-INTERSECTION, TURN LEFT AND GO NORTHERLY ON GRAVEL ROAD
 MH0639'FOR APPROXIMATELY 162 FEET TO THE STATION ON THE RIGHT.
 MH0639'
 MH0639'STATION MARKS ARE STANDARD DISKS STAMPED LUCAS 1956.  THE SURFACE
 MH0639'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS LEVEL
 MH0639'WITH THE GROUND SURFACE.  IT IS 75 FEET EAST OF THE CENTER OF
 MH0639'A GRAVEL ROAD, 61 FEET NORTH-NORTHWEST OF AN EAST-WEST FENCE
 MH0639'LINE, 53 FEET NORTH OF THE CENTER OF A WOODEN GATE, AND 47 FEET
 MH0639'EAST OF A NORTHWEST-SOUTHEAST FENCE LINE.  THE UNDERGROUND DISK
 MH0639'IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE
 MH0639'GROUND SURFACE.
 MH0639'
 MH0639'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LUCAS NO 1 1956,
 MH0639'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 MH0639'INCHES.  IT IS 143 FEET EAST OF A NORTHWEST-SOUTHEAST FENCE
 MH0639'LINE AND 134 FEET NORTH-NORTHWEST OF AN EAST-WEST FENCE LINE.
 MH0639'
 MH0639'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LUCAS NO 2 1956,
 MH0639'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 MH0639'5 INCHES.  IT IS 119 FEET EAST OF A CORNER FENCE POST, 72 FEET
 MH0639'NORTH OF THE NORTHWEST CORNER OF HOUSE AND 6 INCHES NORTH OF
 MH0639'AN EAST-WEST FENCE LINE.  A STANDARD WITNESS POST WAS SET 1 FOOT
 MH0639'EAST OF THE MARK.
 MH0639'
 MH0639'AZIMUTH MARK, A STANDARD DISK STAMPED LUCAS 1956, IS SET IN
 MH0639'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MH0639'IT IS APPROXIMATELY 0.05 MILE SOUTH OF THE FARM HOME OF MR.
 MH0639'W.O. SHORE, 91 FEET NORTHWEST OF CENTER OF METAL GATE, 88 FEET
 MH0639'WEST OF THE CENTER OF FARM ROAD, 47.5 FEET NORTH OF AN EAST-WEST
 MH0639'FENCE LINE AND 1 FOOT EAST-NORTHEAST OF THE SOUTHEAST CORNER
 MH0639'OF BARN.  A STANDARD WITNESS POST WAS SET 1.5 FEET NORTH OF THE
 MH0639'MARK.
 MH0639'
 MH0639'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 MH0639'ROAD FOR FOR 0.35 MILE TO MR. W.O. SHORE FARM HOME ON THE LEFT,
 MH0639'TURN LEFT AND GO SOUTH ON FARM ROAD FOR APPROXIMATELY 0.05 MILE
 MH0639'TO A RED BARN ON THE RIGHT AND THE AZIMUTH MARK.
 MH0639'
 MH0639'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0871 ***********************************************************************
 ON0871  DESIGNATION -  LUDLOW
 ON0871  PID         -  ON0871
 ON0871  STATE/COUNTY-  IA/ALLAMAKEE
 ON0871  USGS QUAD   -  FRANKVILLE (1971)
 ON0871
 ON0871                         *CURRENT SURVEY CONTROL
 ON0871  ___________________________________________________________________
 ON0871* NAD 83(1996)-  43 13 33.41263(N)    091 31 12.48289(W)     ADJUSTED  
 ON0871* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 ON0871  ___________________________________________________________________
 ON0871  LAPLACE CORR-          -6.95  (seconds)                    DEFLEC99
 ON0871  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 ON0871
 ON0871  HORZ ORDER  -  THIRD
 ON0871
 ON0871.The horizontal coordinates were established by classical geodetic methods
 ON0871.and adjusted by the National Geodetic Survey in May 1999..
 ON0871
 ON0871.The orthometric height was scaled from a topographic map.
 ON0871
 ON0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0871
 ON0871.The geoid height was determined by GEOID03.
 ON0871
 ON0871;                    North         East     Units Scale Factor Converg.
 ON0871;SPC IA N     - 1,193,601.693 1,660,831.510   MT  0.99999281   +1 20 30.6
 ON0871;UTM  15      - 4,786,969.500   620,179.355   MT  0.99977767   +1 00 49.1
 ON0871
 ON0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0871!SPC IA N     -   0.99994991  x   0.99999281  =   0.99994272
 ON0871!UTM  15      -   0.99994991  x   0.99977767  =   0.99972759
 ON0871
 ON0871|---------------------------------------------------------------------|
 ON0871| PID    Reference Object                     Distance      Geod. Az  |
 ON0871|                                                           dddmmss.s |
 ON0871| CI5896 LUDLOW RM 2                           9.793 METERS 27037     |
 ON0871| CI5894 LUDLOW AZ MK                                       2713402.3 |
 ON0871| CI5895 LUDLOW RM 1                          15.219 METERS 35549     |
 ON0871|---------------------------------------------------------------------|
 ON0871
 ON0871                          SUPERSEDED SURVEY CONTROL
 ON0871
 ON0871  NAD 83(1996)-  43 13 33.41261(N)    091 31 12.48283(W) AD(       ) 3
 ON0871  NAD 83(1986)-  43 13 33.40474(N)    091 31 12.48255(W) AD(       ) 3
 ON0871  NAD 27      -  43 13 33.48880(N)    091 31 11.96500(W) AD(       ) 3
 ON0871
 ON0871.Superseded values are not recommended for survey control.
 ON0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0871.See file dsdata.txt to determine how the superseded data were derived.
 ON0871
 ON0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2017986970(NAD 83)
 ON0871_MARKER: DS = TRIANGULATION STATION DISK
 ON0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0871
 ON0871  HISTORY     - Date     Condition        Report By
 ON0871  HISTORY     - 1961     MONUMENTED       CGS
 ON0871
 ON0871                          STATION DESCRIPTION
 ON0871
 ON0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0871'THE STATION IS ABOUT 8 MILES NORTHWEST OF ROSSVILLE, ABOUT
 ON0871'4-1/2 MILES SOUTHWEST OF WAUKON, IN THE NORTH EDGE OF SEC. 14,
 ON0871'T. 97 N., R. 6 W., AND ON ROAD RIGHT-OF-WAY.  IT IS 328 FEET
 ON0871'WEST OF THE INTERSECTION OF A GRAVELED ROAD AND A DRIVEWAY
 ON0871'SOUTH, 26 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD,
 ON0871'4 FEET NORTHEAST OF A WITNESS POST, AND 2 FEET NORTH OF A
 ON0871'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON0871'LUDLOW 1961.
 ON0871'
 ON0871'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 13, IN THE
 ON0871'SOUTHWEST EDGE OF WAUKON, TO WEST ON STATE HIGHWAY 9 FOR 2.0
 ON0871'MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED
 ON0871'ROAD FOR 2.0 MILES TO A CROSSROAD.  CONTINUE SOUTH ON THE
 ON0871'GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.* TURN LEFT AND
 ON0871'GO EAST ON A GRAVELED ROAD FOR 0.35 MILE TO THE TOP OF A SMALL
 ON0871'GRADE AND THE STATION ON THE RIGHT.
 ON0871'
 ON0871'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON A GRAVELED
 ON0871'ROAD FOR 0.15 MILE TO A BARN ON THE LEFT AND THE AZIMUTH
 ON0871'MARK ON THE RIGHT.
 ON0871'
 ON0871'REFERENCE MARK 1 IS 52 FEET NORTH OF THE WITNESS POST, 24 FEET
 ON0871'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, AND 1 FOOT SOUTH
 ON0871'OF A WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 ON0871'IS STAMPED LUDLOW NO 1 1961.
 ON0871'
 ON0871'REFERENCE MARK 2 IS 29 FEET WEST OF THE WITNESS POST, 26
 ON0871'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, AND 2 FEET
 ON0871'NORTH OF THE WIRE FENCE.  THE MONUMENT PROJECTS 5 INCHES AND
 ON0871'THE DISK IS STAMPED LUDLOW NO 2 1961.
 ON0871'
 ON0871'THE AZIMUTH MARK IS 120 FEET NORTHWEST OF THE NORTHWEST
 ON0871'CORNER OF A BARN, 30 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 ON0871'ROAD, 2 FEET EAST OF A WITNESS POST, AND 6 INCHES SOUTH OF
 ON0871'A WIRE FENCE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK
 ON0871'IS STAMPED LUDLOW 1961.
 ON0871'
 ON0871'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0685 ***********************************************************************
 MH0685  DESIGNATION -  LUTHER MUNICIPAL TANK
 MH0685  PID         -  MH0685
 MH0685  STATE/COUNTY-  IA/BOONE
 MH0685  USGS QUAD   -  LUTHER (1976)
 MH0685
 MH0685                         *CURRENT SURVEY CONTROL
 MH0685  ___________________________________________________________________
 MH0685* NAD 83(1996)-  41 58 04.59301(N)    093 49 18.69802(W)     ADJUSTED  
 MH0685* NAVD 88     -                                                        
 MH0685  ___________________________________________________________________
 MH0685  LAPLACE CORR-         -10.12  (seconds)                    DEFLEC99
 MH0685  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 MH0685
 MH0685  HORZ ORDER  -  THIRD
 MH0685
 MH0685.The horizontal coordinates were established by classical geodetic methods
 MH0685.and adjusted by the National Geodetic Survey in May 1999..
 MH0685
 MH0685
 MH0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0685
 MH0685.The geoid height was determined by GEOID03.
 MH0685
 MH0685;                    North         East     Units Scale Factor Converg.
 MH0685;SPC IA N     - 1,052,028.428 1,473,319.775   MT  1.00001939   -0 13 05.3
 MH0685;SPC IA S     -   218,597.432   473,319.274   MT  1.00003800   -0 12 43.2
 MH0685;UTM  15      - 4,646,543.547   431,901.060   MT  0.99965706   -0 32 58.6
 MH0685
 MH0685                          SUPERSEDED SURVEY CONTROL
 MH0685
 MH0685  NAD 83(1986)-  41 58 04.59094(N)    093 49 18.70346(W) AD(       ) 4
 MH0685  NAD 27      -  41 58 04.65000(N)    093 49 17.88000(W) AD(       ) 3
 MH0685
 MH0685.Superseded values are not recommended for survey control.
 MH0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0685.See file dsdata.txt to determine how the superseded data were derived.
 MH0685
 MH0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG3190146544(NAD 83)
 MH0685_MARKER: 51 = TANK
 MH0685
 MH0685  HISTORY     - Date     Condition        Report By
 MH0685  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0685
 MH0685                          STATION DESCRIPTION
 MH0685
 MH0685'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0705 ***********************************************************************
 NL0705  DESIGNATION -  LUVERNE MUNICIPAL TANK
 NL0705  PID         -  NL0705
 NL0705  STATE/COUNTY-  IA/HUMBOLDT
 NL0705  USGS QUAD   -  LU VERNE (1972)
 NL0705
 NL0705                         *CURRENT SURVEY CONTROL
 NL0705  ___________________________________________________________________
 NL0705* NAD 83(1996)-  42 54 26.69941(N)    094 05 05.45944(W)     ADJUSTED  
 NL0705* NAVD 88     -                                                        
 NL0705  ___________________________________________________________________
 NL0705  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 NL0705  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 NL0705
 NL0705  HORZ ORDER  -  THIRD
 NL0705
 NL0705.The horizontal coordinates were established by classical geodetic methods
 NL0705.and adjusted by the National Geodetic Survey in May 1999..
 NL0705
 NL0705
 NL0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0705
 NL0705.The geoid height was determined by GEOID03.
 NL0705
 NL0705;                    North         East     Units Scale Factor Converg.
 NL0705;SPC IA N     - 1,156,497.589 1,452,241.811   MT  0.99995410   -0 23 47.0
 NL0705;UTM  15      - 4,751,104.458   411,442.635   MT  0.99969648   -0 44 19.1
 NL0705
 NL0705                          SUPERSEDED SURVEY CONTROL
 NL0705
 NL0705  NAD 83(1996)-  42 54 26.69926(N)    094 05 05.45912(W) AD(       ) 4
 NL0705  NAD 83(1986)-  42 54 26.69166(N)    094 05 05.44973(W) AD(       ) 4
 NL0705  NAD 27      -  42 54 26.79000(N)    094 05 04.61400(W) AD(       ) 3
 NL0705
 NL0705.Superseded values are not recommended for survey control.
 NL0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0705.See file dsdata.txt to determine how the superseded data were derived.
 NL0705
 NL0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH1144351104(NAD 83)
 NL0705_MARKER: 53 = ELEVATED TANK
 NL0705
 NL0705  HISTORY     - Date     Condition        Report By
 NL0705  HISTORY     - 1938     FIRST OBSERVED   CGS
 NL0705  HISTORY     - 1971     GOOD             NGS
 NL0705  HISTORY     - 1978     GOOD             NGS
 NL0705
 NL0705                          STATION DESCRIPTION
 NL0705
 NL0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0705'OBSERVED FINIAL MUNICIPAL WATER TANK, STEEL, SILVER PAINTED,
 NL0705'ABOUT 125 FEET HIGH.  LOCATED SW CORNER OF TOWN.
 NL0705'
 NL0705'OBSERVED FROM TRIANGULATION STATIONS HARDY, PASKIN AND CORNELIA
 NL0705
 NL0705                          STATION RECOVERY (1971)
 NL0705
 NL0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0705'THE LU VERNE MUNICIPAL WATER TANK WAS RECOVERED AS PREVIOUSLY
 NL0705'DESCRIBED IN 1938.
 NL0705
 NL0705                          STATION RECOVERY (1978)
 NL0705
 NL0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NL0705'RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0711 ***********************************************************************
 NJ0711  DESIGNATION -  LUXEMBURG HOLY TRINITY CATH CH
 NJ0711  PID         -  NJ0711
 NJ0711  STATE/COUNTY-  IA/DUBUQUE
 NJ0711  USGS QUAD   -  NEW VIENNA (1962)
 NJ0711
 NJ0711                         *CURRENT SURVEY CONTROL
 NJ0711  ___________________________________________________________________
 NJ0711* NAD 83(1996)-  42 36 08.54342(N)    091 04 28.30395(W)     ADJUSTED  
 NJ0711* NAVD 88     -                                                        
 NJ0711  ___________________________________________________________________
 NJ0711  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 NJ0711  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NJ0711
 NJ0711  HORZ ORDER  -  THIRD
 NJ0711
 NJ0711.The horizontal coordinates were established by classical geodetic methods
 NJ0711.and adjusted by the National Geodetic Survey in May 1999..
 NJ0711
 NJ0711
 NJ0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0711
 NJ0711.The geoid height was determined by GEOID03.
 NJ0711
 NJ0711;                    North         East     Units Scale Factor Converg.
 NJ0711;SPC IA N     - 1,125,302.540 1,699,007.729   MT  0.99994601   +1 38 37.9
 NJ0711;SPC WI S     -    67,487.253   511,818.898   MT  1.00002898   -0 44 17.9
 NJ0711;SPC WI S     -   221,414.43  1,679,192.50   sFT  1.00002898   -0 44 17.9
 NJ0711;UTM  15      - 4,718,457.460   657,952.719   MT  0.99990696   +1 18 13.1
 NJ0711
 NJ0711                          SUPERSEDED SURVEY CONTROL
 NJ0711
 NJ0711  NAD 83(1996)-  42 36 08.54353(N)    091 04 28.30394(W) AD(       ) 4
 NJ0711  NAD 83(1996)-  42 36 08.53592(N)    091 04 28.29582(W) AD(       ) 4
 NJ0711  NAD 83(1986)-  42 36 08.53577(N)    091 04 28.29841(W) AD(       ) 4
 NJ0711  NAD 27      -  42 36 08.54000(N)    091 04 27.84000(W) AD(       ) 3
 NJ0711
 NJ0711.Superseded values are not recommended for survey control.
 NJ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0711.See file dsdata.txt to determine how the superseded data were derived.
 NJ0711
 NJ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5795318457(NAD 83)
 NJ0711_MARKER: 90 = CHURCH SPIRE
 NJ0711
 NJ0711  HISTORY     - Date     Condition        Report By
 NJ0711  HISTORY     - 1931     FIRST OBSERVED   CGS
 NJ0711  HISTORY     - 1935     GOOD             CGS
 NJ0711  HISTORY     - 20010331 GOOD             NGS
 NJ0711
 NJ0711                          STATION DESCRIPTION
 NJ0711
 NJ0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0711'THIS STATION WAS RECOVERED IN GOOD CONDITION AND CHECKED.
 NJ0711'A DETAILED DESCRIPTION IS AS FOLLOWS--
 NJ0711'
 NJ0711'THIS STATION IS THE SPIRE ON THE HOLY TRINITY CATHOLIC CHURCH
 NJ0711'IN THE CENTER OF THE VILLAGE OF LUXEMBURG, IOWA.  IT IS LOCATED
 NJ0711'ABOUT 90 FEET W OF THE CENTER LINE OF IOWA ROUTE 188 AND ABOUT
 NJ0711'45 FEET S OF IOWA ROUTE 10.  THE CHURCH WAS ERECTED IN 1874.
 NJ0711'THE SPIRE IS EXCEPTIONALLY PROMINENT.
 NJ0711'
 NJ0711'THE SPIRE IS ON THE N END OF A RED BRICK CHURCH.  IT SETS
 NJ0711'ON A SLIM RED BRICK TOWER ABOUT 80 FEET HIGH.  THIS TOWER
 NJ0711'HAD HEAVY BUTTRESSES AND AN 18-FOOT HIGH GOTHIC GLAZED WINDOW
 NJ0711'ON THE N SIDE AND A LEDGE AROUND THE TOP.  ON THIS, THERE IS
 NJ0711'A SMALLER TOWER ABOUT 20 FEET HIGH WITH A WHITE ARCHED LOUVERED
 NJ0711'WINDOW ON EACH SIDE AND GABLES ABOVE.  THE SLIM BLACK OCTAGONAL
 NJ0711'SPIRE IS ABOUT 45 FEET HIGH AND HAS A GREY PLATE AND GREY CROSS
 NJ0711'AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 145 FEET.  THE ONLY
 NJ0711'IDENTIFYING INSCRIPTION ON THE CHURCH IS THE INSCRIPTION IN
 NJ0711'GERMAN, KIRCHE ZUR H.H. DREIFALTIGKEIT, OVER THE MAIN
 NJ0711'ENTRANCE.
 NJ0711
 NJ0711                          STATION RECOVERY (2001)
 NJ0711
 NJ0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0711'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0853 ***********************************************************************
 ON0853  DESIGNATION -  LYCURGUS ST MARYS CHURCH SPIRE
 ON0853  PID         -  ON0853
 ON0853  STATE/COUNTY-  IA/ALLAMAKEE
 ON0853  USGS QUAD   -  WAUKON (1968)
 ON0853
 ON0853                         *CURRENT SURVEY CONTROL
 ON0853  ___________________________________________________________________
 ON0853* NAD 83(1996)-  43 19 54.64314(N)    091 25 28.03849(W)     ADJUSTED  
 ON0853* NAVD 88     -                                                        
 ON0853  ___________________________________________________________________
 ON0853  LAPLACE CORR-          -7.61  (seconds)                    DEFLEC99
 ON0853  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 ON0853
 ON0853  HORZ ORDER  -  THIRD
 ON0853
 ON0853.The horizontal coordinates were established by classical geodetic methods
 ON0853.and adjusted by the National Geodetic Survey in May 1999..
 ON0853
 ON0853
 ON0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0853
 ON0853.The geoid height was determined by GEOID03.
 ON0853
 ON0853;                    North         East     Units Scale Factor Converg.
 ON0853;SPC IA N     - 1,205,549.602 1,668,313.510   MT  1.00001256   +1 24 24.1
 ON0853;SPC WI S     -   148,941.699   484,488.905   MT  0.99993328   -0 58 43.5
 ON0853;SPC WI S     -   488,652.89  1,589,527.35   sFT  0.99993328   -0 58 43.5
 ON0853;UTM  15      - 4,798,871.999   627,727.770   MT  0.99980069   +1 04 52.8
 ON0853
 ON0853                          SUPERSEDED SURVEY CONTROL
 ON0853
 ON0853  NAD 83(1996)-  43 19 54.64314(N)    091 25 28.03847(W) AD(       ) 4
 ON0853  NAD 83(1986)-  43 19 54.63599(N)    091 25 28.03784(W) AD(       ) 4
 ON0853  NAD 27      -  43 19 54.72500(N)    091 25 27.54000(W) AD(       ) 3
 ON0853
 ON0853.Superseded values are not recommended for survey control.
 ON0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0853.See file dsdata.txt to determine how the superseded data were derived.
 ON0853
 ON0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2772898872(NAD 83)
 ON0853_MARKER: 90 = CHURCH SPIRE
 ON0853
 ON0853  HISTORY     - Date     Condition        Report By
 ON0853  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0853
 ON0853                          STATION DESCRIPTION
 ON0853
 ON0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0853'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE LOCATED ABOUT
 ON0853'5 MILES NORTHEAST OF WAUKON.  IT IS A METAL COVERED SPIRE
 ON0853'PAINTED GREEN WITH A CROSS ON ITS TOP.  ITS OVERALL HEIGHT
 ON0853'IS ABOUT 60 FEET.
 ON0853'
 ON0853'TO REACH FROM THE EAST SIDE OF THE ALLAMAKEE COUNTY COURTHOUSE IN
 ON0853'WAUKON, GO NORTHEAST ON STATE HIGHWAY 9 (ALAMAKEE STREET) FOR 5.5
 ON0853'MILES TO A SIDE ROAD LEFT AND THE STATION ABOUT 0.1 MILE
 ON0853'NORTHWEST OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1120 ***********************************************************************
 MJ1120  DESIGNATION -  LYMAN
 MJ1120  PID         -  MJ1120
 MJ1120  STATE/COUNTY-  IA/CASS
 MJ1120  USGS QUAD   -  ANITA SW (1971)
 MJ1120
 MJ1120                         *CURRENT SURVEY CONTROL
 MJ1120  ___________________________________________________________________
 MJ1120* NAD 83(1996)-  41 15 33.46002(N)    094 57 23.70657(W)     ADJUSTED  
 MJ1120* NAVD 88     -       402.2    (meters)    1320.     (feet)  VERTCON   
 MJ1120  ___________________________________________________________________
 MJ1120  LAPLACE CORR-          -6.23  (seconds)                    DEFLEC99
 MJ1120  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 MJ1120
 MJ1120  HORZ ORDER  -  SECOND
 MJ1120  VERT ORDER  -  THIRD ? (See Below)
 MJ1120
 MJ1120.The horizontal coordinates were established by classical geodetic methods
 MJ1120.and adjusted by the National Geodetic Survey in May 1999..
 MJ1120
 MJ1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1120.The vertical order pertains to the NGVD 29 superseded value.
 MJ1120
 MJ1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1120
 MJ1120.The geoid height was determined by GEOID03.
 MJ1120
 MJ1120;                    North         East     Units Scale Factor Converg.
 MJ1120;SPC IA S     -   140,865.017   377,943.409   MT  0.99994889   -0 57 34.0
 MJ1120;UTM  15      - 4,569,387.866   336,090.542   MT  0.99993065   -1 17 26.1
 MJ1120
 MJ1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1120!SPC IA S     -   0.99994136  x   0.99994889  =   0.99989025
 MJ1120!UTM  15      -   0.99994136  x   0.99993065  =   0.99987201
 MJ1120
 MJ1120:                Primary Azimuth Mark                     Grid Az
 MJ1120:SPC IA S     -  CUMBERLAND MUNICIPAL TANK                075 16 31.5
 MJ1120:UTM  15      -  CUMBERLAND MUNICIPAL TANK                075 36 23.6
 MJ1120
 MJ1120|---------------------------------------------------------------------|
 MJ1120| PID    Reference Object                     Distance      Geod. Az  |
 MJ1120|                                                           dddmmss.s |
 MJ1120| MJ1116 CUMBERLAND MUNICIPAL TANK           APPROX. 7.5 KM 0741857.5 |
 MJ1120| CL7358 LYMAN RM 1                           20.367 METERS 08140     |
 MJ1120| MJ1114 MASSENA MUNICIPAL TANK              APPROX.15.8 KM 0912444.0 |
 MJ1120| CL7359 LYMAN RM 2                           20.336 METERS 26734     |
 MJ1120| MJ1188 TURK AZ MK                          APPROX. 6.1 KM 3215818.9 |
 MJ1120|---------------------------------------------------------------------|
 MJ1120
 MJ1120                          SUPERSEDED SURVEY CONTROL
 MJ1120
 MJ1120  NAD 83(1986)-  41 15 33.45395(N)    094 57 23.72957(W) AD(       ) 2
 MJ1120  NAD 27      -  41 15 33.49043(N)    094 57 22.77311(W) AD(       ) 2
 MJ1120  NGVD 29 (07/19/86)  402.2    (m)         1320.     (f) LEVELING    3  
 MJ1120
 MJ1120.Superseded values are not recommended for survey control.
 MJ1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1120.See file dsdata.txt to determine how the superseded data were derived.
 MJ1120
 MJ1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF3609169388(NAD 83)
 MJ1120_MARKER: DD = SURVEY DISK
 MJ1120_SETTING: 0 = UNSPECIFIED SETTING
 MJ1120
 MJ1120  HISTORY     - Date     Condition        Report By
 MJ1120  HISTORY     - 1968     MONUMENTED       USGS
 MJ1120
 MJ1120                          STATION DESCRIPTION
 MJ1120
 MJ1120'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1120'STATION IS LOCATED 1 MI S. AND 4.5 MI W. OF CUMBERLAND, NEAR
 MJ1120'QUARTER COR. BETWEEN SECS. 26 AND 35, T. 75 N., R. 36 W., IN
 MJ1120'THE RIGHT-OF-WAY OF STATE HWY. 92, 1.45 MI E. OF ITS INTERSECTION
 MJ1120'WITH U.S. HWY. 71.
 MJ1120'
 MJ1120'TO REACH THE STATION FROM THE POST OFFICE AT CUMBERLAND, DRIVE 1
 MJ1120'BLOCK S. AND 1 BLOCK W. ON STATE HWY. 176, TURN LEFT AND CONTINUE
 MJ1120'ON STATE HWY. 176 S. FOR 0.9 MI TO JCT. WITH STATE HWY. 92, TURN
 MJ1120'RIGHT AND DRIVE W. ON STATE HWY. 92 FOR 4.4 MI TO STATION ON
 MJ1120'THE RIGHT, ON TOP OF HIGH CUTBANK.
 MJ1120'
 MJ1120'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED LYMAN
 MJ1120'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 MJ1120'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MJ1120'
 MJ1120'STATION MARK IS 105 FT N. OF CENTER OF HWY. 92, 217 FT W. OF
 MJ1120'COR. OF FENCES W. AND N., 92 FT E.-NE. OF A POWER LINE POLE, 138
 MJ1120'FT W.-NW. OF ANOTHER POWER LINE POLE, AND 4.5 FT S. OF
 MJ1120'RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1120'
 MJ1120'REFERENCE MARK 1 IS 66.82 FT (20.367 M.) E. OF STATION, 115 FT
 MJ1120'N. OF CENTER HWY. 92, 80 FT NW. OF A POWERLINE POLE AND 1.3 FT
 MJ1120'S. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1120'
 MJ1120'REFERENCE MARK 2 IS 66.72 FT (20.336 M.) W. OF STATION, 102 FT
 MJ1120'N. OF CENTER HWY. 92, 33 FT NE OF A POWER LINE POLE AND 1 FT
 MJ1120'S. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1120'
 MJ1120'REFERENCE MARK 1 TO REFERENCE MARK 2=133.38 FT (40.654 M.).
 MJ1120'
 MJ1120'(SPIRIT LEVEL BY
 MJ1120'P.J. HOHENBERGER, BK. 1, P. 63.  1968).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0630 ***********************************************************************
 OQ0630  DESIGNATION -  LYON
 OQ0630  PID         -  OQ0630
 OQ0630  STATE/COUNTY-  IA/SIOUX
 OQ0630  USGS QUAD   -  INWOOD (1971)
 OQ0630
 OQ0630                         *CURRENT SURVEY CONTROL
 OQ0630  ___________________________________________________________________
 OQ0630* NAD 83(1996)-  43 15 30.25586(N)    096 25 50.22013(W)     ADJUSTED  
 OQ0630* NAVD 88     -       441.     (meters)    1447.     (feet)  SCALED    
 OQ0630  ___________________________________________________________________
 OQ0630  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 OQ0630  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 OQ0630
 OQ0630  HORZ ORDER  -  THIRD
 OQ0630
 OQ0630.The horizontal coordinates were established by classical geodetic methods
 OQ0630.and adjusted by the National Geodetic Survey in May 1999..
 OQ0630
 OQ0630.The orthometric height was scaled from a topographic map.
 OQ0630
 OQ0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0630
 OQ0630.The geoid height was determined by GEOID03.
 OQ0630
 OQ0630;                    North         East     Units Scale Factor Converg.
 OQ0630;SPC IA N     - 1,199,448.272 1,262,086.528   MT  0.99999850   -1 59 10.4
 OQ0630;SPC SD S     -   110,210.461   916,754.589   MT  0.99992650   +2 41 32.3
 OQ0630;SPC SD S     -   361,582.15  3,007,719.01   sFT  0.99992650   +2 41 32.3
 OQ0630;UTM  14      - 4,792,716.446   708,550.807   MT  1.00013505   +1 45 41.1
 OQ0630
 OQ0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0630!SPC IA N     -   0.99993495  x   0.99999850  =   0.99993345
 OQ0630!SPC SD S     -   0.99993495  x   0.99992650  =   0.99986145
 OQ0630!UTM  14      -   0.99993495  x   1.00013505  =   1.00006999
 OQ0630
 OQ0630|---------------------------------------------------------------------|
 OQ0630| PID    Reference Object                     Distance      Geod. Az  |
 OQ0630|                                                           dddmmss.s |
 OQ0630| CO4013 LYON RM 1                            17.325 METERS 12848     |
 OQ0630| CO4012 LYON AZ MK                                         1910723.8 |
 OQ0630| CO4014 LYON RM 2                            24.637 METERS 26733     |
 OQ0630| OQ0629 INWOOD MUNICIPAL TANK               APPROX. 5.1 KM 3584950.7 |
 OQ0630|---------------------------------------------------------------------|
 OQ0630
 OQ0630                          SUPERSEDED SURVEY CONTROL
 OQ0630
 OQ0630  NAD 83(1996)-  43 15 30.25586(N)    096 25 50.22013(W) AD(       ) 3
 OQ0630  NAD 83(1996)-  43 15 30.25572(N)    096 25 50.22007(W) AD(       ) 3
 OQ0630  NAD 83(1996)-  43 15 30.25625(N)    096 25 50.21615(W) AD(       ) 3
 OQ0630  NAD 83(1986)-  43 15 30.25834(N)    096 25 50.20831(W) AD(       ) 3
 OQ0630  NAD 27      -  43 15 30.32500(N)    096 25 49.07200(W) AD(       ) 3
 OQ0630
 OQ0630.Superseded values are not recommended for survey control.
 OQ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0630.See file dsdata.txt to determine how the superseded data were derived.
 OQ0630
 OQ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0855192716(NAD 83)
 OQ0630_MARKER: DS = TRIANGULATION STATION DISK
 OQ0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0630
 OQ0630  HISTORY     - Date     Condition        Report By
 OQ0630  HISTORY     - 1949     MONUMENTED       CGS
 OQ0630
 OQ0630                          STATION DESCRIPTION
 OQ0630
 OQ0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0630'STATION IS LOCATED ABOUT 3-1/4 MILES SOUTH OF INWOOD IN A
 OQ0630'FARMYARD JUST SOUTH OF THE SIOUX-LYON COUNTY LINE.  STATION
 OQ0630'IS 69 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL
 OQ0630'ROAD, 26 FEET EAST OF THE APPROXIMATE CENTERLINE OF DRIVEWAY
 OQ0630'AND 16 FEET SOUTH OF WITNESS POST.  THE MARK IS FLUSH WITH
 OQ0630'THE GROUND AND THE DISK IS STAMPED LYON 1949.
 OQ0630'
 OQ0630'REFERENCE MARK NO. 1 IS 57 FEET EAST OF THE APPROXIMATE
 OQ0630'CENTERLINE OF DRIVEWAY AND 30 FEET NORTHEAST OF FENCECORNER.
 OQ0630'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 OQ0630'LYON NO 1 1949.
 OQ0630'
 OQ0630'REFERENCE MARK NO. 2 IS 54 FEET WEST OF THE APPROXIMATE
 OQ0630'CENTERLINE OF DRIVEWAY, 35 FEET SOUTH OF A POWER POLE AND
 OQ0630'10 FEET NORTH OF A HEDGEROW.  THE MARK IS FLUSH WITH THE
 OQ0630'GROUND AND THE DISK IS STAMPED LYON NO 2 1949.
 OQ0630'
 OQ0630'AZIMUTH MARK IS 89 FEET EAST OF THE APPROXIMATE CENTERLINE
 OQ0630'OF U.S. HIGHWAY 18, 5 FEET EAST OF POWER POLE, 4 FEET NORTH
 OQ0630'NORTHEAST OF WITNESS POST AND 1 FOOT WEST OF FENCE.  THE
 OQ0630'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LYON 1949.
 OQ0630'
 OQ0630'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 OQ0630'STATE ROUTE 26 AT THE SOUTH EDGE OF INWOOD GO SOUTH ON U.S.
 OQ0630'HIGHWAY 18 FOR 3.0 MILES CROSSROADS.  TURN LEFT AND GO EAST
 OQ0630'FOR 0.1 MILE TO FARMHOUSE AND STATION ON RIGHT OR SOUTH SIDE
 OQ0630'OF ROAD AS DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION
 OQ0630'GO WEST FOR 0.1 MILE TO U.S. HIGHWAY 18.  TURN LEFT AND GO
 OQ0630'SOUTH ON HIGHWAY FOR 0.5 MILE TO AZIMUTH ON LEFT OR EAST
 OQ0630'SIDE OF HIGHWAY ON HIGH BANK AS DESCRIBED.
 OQ0630'
 OQ0630'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0623 ***********************************************************************
 OQ0623  DESIGNATION -  LYON AND SIOUX IOWA WATER TANK
 OQ0623  PID         -  OQ0623
 OQ0623  STATE/COUNTY-  IA/LYON
 OQ0623  USGS QUAD   -  LESTER (1971)
 OQ0623
 OQ0623                         *CURRENT SURVEY CONTROL
 OQ0623  ___________________________________________________________________
 OQ0623* NAD 83(1996)-  43 26 50.26739(N)    096 16 26.06343(W)     ADJUSTED  
 OQ0623* NAVD 88     -                                                        
 OQ0623  ___________________________________________________________________
 OQ0623  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 OQ0623  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 OQ0623
 OQ0623  HORZ ORDER  -  THIRD
 OQ0623
 OQ0623.The horizontal coordinates were established by classical geodetic methods
 OQ0623.and adjusted by the National Geodetic Survey in May 1999..
 OQ0623.No horizontal observational check was made to the station.
 OQ0623
 OQ0623
 OQ0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0623
 OQ0623.The geoid height was determined by GEOID03.
 OQ0623
 OQ0623;                    North         East     Units Scale Factor Converg.
 OQ0623;SPC IA N     - 1,219,993.943 1,275,492.368   MT  1.00003801   -1 52 48.0
 OQ0623;SPC MN S     -   152,262.040   615,941.334   MT  1.00008972   -1 35 37.8
 OQ0623;UTM  14      - 4,814,098.410   720,585.438   MT  1.00019857   +1 52 31.6
 OQ0623
 OQ0623                          SUPERSEDED SURVEY CONTROL
 OQ0623
 OQ0623  NAD 83(1996)-  43 26 50.26740(N)    096 16 26.06340(W) AD(       ) 4
 OQ0623  NAD 83(1996)-  43 26 50.26660(N)    096 16 26.06228(W) AD(       ) 4
 OQ0623  NAD 83(1996)-  43 26 50.26717(N)    096 16 26.05842(W) AD(       ) 4
 OQ0623  NAD 83(1986)-  43 26 50.26752(N)    096 16 26.05006(W) AD(       ) 4
 OQ0623  NAD 27      -  43 26 50.37276(N)    096 16 24.93952(W) AD(       ) 3
 OQ0623
 OQ0623.Superseded values are not recommended for survey control.
 OQ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0623.See file dsdata.txt to determine how the superseded data were derived.
 OQ0623
 OQ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2058514098(NAD 83)
 OQ0623_MARKER: 53 = ELEVATED TANK
 OQ0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0623+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2002
 OQ0623
 OQ0623  HISTORY     - Date     Condition        Report By
 OQ0623  HISTORY     - 1978     FIRST OBSERVED   MNDT
 OQ0623  HISTORY     - 20020531 GOOD             USPSQD
 OQ0623
 OQ0623                          STATION DESCRIPTION
 OQ0623
 OQ0623'DESCRIBED BY MN DEPT OF TRANSP 1978 (DKH)
 OQ0623'THE STATION IS LOCATED ABOUT 5 MILES WESTNORTHWEST OF THE CITY OF ROCK
 OQ0623'RAPIDS, IOWA, IN THE NORTHEAST 1/4 OF SECTION 33, T100N, R46W, ABOUT
 OQ0623'1 MILE NORTH OF TRUNK HIGHWAY 9.
 OQ0623'
 OQ0623'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAYS 9 AND 75 IN
 OQ0623'ROCK RAPIDS, GO WEST ALONG TRUNK HIGHWAY 9 FOR 4 MILES TO THE JUNCTION
 OQ0623'OF COUNTY ROAD K40.  TURN RIGHT AND GO NORTH ALONG COUNTY ROAD K40 FOR
 OQ0623'1 MILE TO THE STATION ON THE LEFT.
 OQ0623'
 OQ0623'THE STATION IS A SPHEROID SHAPED TANK SUPPORTED BY 4 LEGS, 135 FEET
 OQ0623'HIGH, BLUE IN COLOR, AND WAS BUILT IN 1974.
 OQ0623'
 OQ0623'THE TANK WAS OBSERVED FROM STATIONS EBEN MNDT AND MINNWA MNDT.  THE
 OQ0623'OBJECT SIGHTED IS THE CENTER OF THE TOP OF THE TANK.
 OQ0623
 OQ0623                          STATION RECOVERY (2002)
 OQ0623
 OQ0623'RECOVERY NOTE BY US POWER SQUADRON 2002 (MJP)
 OQ0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0667 ***********************************************************************
 MG0667  DESIGNATION -  LYONS
 MG0667  PID         -  MG0667
 MG0667  STATE/COUNTY-  IA/CLINTON
 MG0667  USGS QUAD   -  CLINTON NW (1974)
 MG0667
 MG0667                         *CURRENT SURVEY CONTROL
 MG0667  ___________________________________________________________________
 MG0667* NAD 83(1996)-  41 53 17.92237(N)    090 10 20.63119(W)     ADJUSTED  
 MG0667* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 MG0667  ___________________________________________________________________
 MG0667  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 MG0667  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MG0667
 MG0667  HORZ ORDER  -  FIRST
 MG0667
 MG0667.The horizontal coordinates were established by classical geodetic methods
 MG0667.and adjusted by the National Geodetic Survey in May 1999..
 MG0667
 MG0667.The orthometric height was scaled from a topographic map.
 MG0667
 MG0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0667
 MG0667.The geoid height was determined by GEOID03.
 MG0667
 MG0667;                    North         East     Units Scale Factor Converg.
 MG0667;SPC IA S     -   214,985.204   776,114.223   MT  1.00002033   +2 11 30.8
 MG0667;SPC IA N     - 1,048,567.545 1,776,114.918   MT  1.00003715   +2 15 19.0
 MG0667;SPC IL W     -   579,677.870   699,524.390   MT  0.99994118   -0 00 13.8
 MG0667;SPC IL W     - 1,901,826.48  2,295,022.94   sFT  0.99994118   -0 00 13.8
 MG0667;UTM  15      - 4,641,242.427   734,594.845   MT  1.00027727   +1 53 19.7
 MG0667
 MG0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0667!SPC IA S     -   0.99997680  x   1.00002033  =   0.99999713
 MG0667!SPC IA N     -   0.99997680  x   1.00003715  =   1.00001395
 MG0667!SPC IL W     -   0.99997680  x   0.99994118  =   0.99991798
 MG0667!UTM  15      -   0.99997680  x   1.00027727  =   1.00025407
 MG0667
 MG0667:                Primary Azimuth Mark                     Grid Az
 MG0667:SPC IA S     -  STONE                                    169 18 40.2
 MG0667:SPC IA N     -  STONE                                    169 14 52.0
 MG0667:SPC IL W     -  STONE                                    171 30 24.8
 MG0667:UTM  15      -  STONE                                    169 36 51.3
 MG0667
 MG0667|---------------------------------------------------------------------|
 MG0667| PID    Reference Object                     Distance      Geod. Az  |
 MG0667|                                                           dddmmss.s |
 MG0667| MG0666 STONE                               APPROX.12.6 KM 1713011.0 |
 MG0667|---------------------------------------------------------------------|
 MG0667
 MG0667                          SUPERSEDED SURVEY CONTROL
 MG0667
 MG0667  NAD 83(1986)-  41 53 17.92959(N)    090 10 20.63470(W) AD(       ) 1
 MG0667  NAD 27      -  41 53 17.82400(N)    090 10 20.17500(W) AD(       ) 1
 MG0667
 MG0667.Superseded values are not recommended for survey control.
 MG0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0667.See file dsdata.txt to determine how the superseded data were derived.
 MG0667
 MG0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG3459541242(NAD 83)
 MG0667_MARKER: P = PIPE CAP
 MG0667_SETTING: 0 = UNSPECIFIED SETTING
 MG0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0667
 MG0667  HISTORY     - Date     Condition        Report By
 MG0667  HISTORY     - 1931     MONUMENTED       MRC
 MG0667  HISTORY     - 1952     GOOD             CGS
 MG0667  HISTORY     - 19941114 GOOD             USPSQD
 MG0667  HISTORY     - 20010331 POOR             NGS
 MG0667
 MG0667                          STATION DESCRIPTION
 MG0667
 MG0667'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931 (HWH)
 MG0667'STATION IS ONE MILE NORTH OF THE BUSINESS DISTRICT OF LYONS, IN
 MG0667'AN EAST-AND-WEST FENCE LINE BETWEEN CULTIVATED FIELDS, JUST
 MG0667'SOUTH OF A SMALL FIELD OWNED BY JOHN ALBERT.  MARK IS 5 METERS
 MG0667'WEST OF SOUTHEAST CORNER OF SMALL FIELD, ABOUT 100 METERS NORTH
 MG0667'OF GRAY HOUSE, ON SIDE OF HILL, ABOUT 1/4 MILE EAST OF A
 MG0667'CORNER HIGH TENSION TOWER, AND ABOUT 1/4 MILE WEST OF THE
 MG0667'MISSISSIPPI RIVER.  MARK IS A FOUR-INCH CAPPED IRON PIPE,
 MG0667'PROTRUDING ONE FOOT ABOVE SURFACE OF GROUND.
 MG0667'
 MG0667'TO REACH FROM CLINTON, GO NORTH ON THIRD AVENUE FOR 2 MILES
 MG0667'TO LYONS, AND JUNCTION WITH STATE HIGHWAY 136, CONTINUE NORTH
 MG0667'ON THIRD AVENUE 1.25 MILES TO POINT WHERE TRANSMISSION LINE
 MG0667'CROSSES ROAD AT A POINT 400 YARDS NORTH OF END OF PAVEMENT.  THERE
 MG0667'IS A WHITE HOUSE ON EAST SIDE OF ROAD WHICH IS ALBERTS.  TURN
 MG0667'EAST INTO GATE AND FOLLOW FARM ROAD THROUGH FIELDS SOUTHEAST
 MG0667'1/4 MILE TO END AT OLD BARN WITH SHEET-IRON ROOF.  WALK
 MG0667'SOUTHEAST 120 YARDS TO STATION IN FENCE LINE.
 MG0667'
 MG0667'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 MG0667
 MG0667                          STATION RECOVERY (1952)
 MG0667
 MG0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWQ)
 MG0667'THE STATION WAS RECOVERED IN GOOD CONDITION.  A POWERLINE
 MG0667'POLE (WOODEN) HAS BEEN ERECTED 1 FT. TO THE N OF THE STATION.
 MG0667'DESCRIPTION IS ADEQUATE.
 MG0667
 MG0667                          STATION RECOVERY (1994)
 MG0667
 MG0667'RECOVERY NOTE BY US POWER SQUADRON 1994
 MG0667'RECOVERED IN GOOD CONDITION.
 MG0667
 MG0667                          STATION RECOVERY (2001)
 MG0667
 MG0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MG0667'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0851 ***********************************************************************
 NL0851  DESIGNATION -  LYTTON
 NL0851  PID         -  NL0851
 NL0851  STATE/COUNTY-  IA/CALHOUN
 NL0851  USGS QUAD   -  LYTTON (1980)
 NL0851
 NL0851                         *CURRENT SURVEY CONTROL
 NL0851  ___________________________________________________________________
 NL0851* NAD 83(1996)-  42 26 45.24381(N)    094 50 41.28287(W)     ADJUSTED  
 NL0851* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 NL0851  ___________________________________________________________________
 NL0851  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 NL0851  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 NL0851
 NL0851  HORZ ORDER  -  THIRD
 NL0851
 NL0851.The horizontal coordinates were established by classical geodetic methods
 NL0851.and adjusted by the National Geodetic Survey in May 1999..
 NL0851
 NL0851.The orthometric height was scaled from a topographic map.
 NL0851
 NL0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0851
 NL0851.The geoid height was determined by GEOID03.
 NL0851
 NL0851;                    North         East     Units Scale Factor Converg.
 NL0851;SPC IA N     - 1,105,946.858 1,389,373.347   MT  0.99995282   -0 54 41.2
 NL0851;UTM  15      - 4,700,934.711   348,286.870   MT  0.99988320   -1 14 43.0
 NL0851
 NL0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0851!SPC IA N     -   0.99994556  x   0.99995282  =   0.99989838
 NL0851!UTM  15      -   0.99994556  x   0.99988320  =   0.99982877
 NL0851
 NL0851|---------------------------------------------------------------------|
 NL0851| PID    Reference Object                     Distance      Geod. Az  |
 NL0851|                                                           dddmmss.s |
 NL0851| CI5902 LYTTON RM 1                          14.978 METERS 00335     |
 NL0851| NL0850 LYTTON COOP CREAMERY ASSN STK       APPROX. 2.9 KM 2035335.1 |
 NL0851| NL0848 LYTTON MUNICIPAL TANK               APPROX. 2.8 KM 2051004.5 |
 NL0851| CI5903 LYTTON RM 2                          18.760 METERS 25152     |
 NL0851| CI5901 LYTTON AZ MK                                       3560443.9 |
 NL0851|---------------------------------------------------------------------|
 NL0851
 NL0851                          SUPERSEDED SURVEY CONTROL
 NL0851
 NL0851  NAD 83(1996)-  42 26 45.24270(N)    094 50 41.28354(W) AD(       ) 3
 NL0851  NAD 83(1986)-  42 26 45.24069(N)    094 50 41.28242(W) AD(       ) 3
 NL0851  NAD 27      -  42 26 45.31400(N)    094 50 40.33800(W) AD(       ) 3
 NL0851
 NL0851.Superseded values are not recommended for survey control.
 NL0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0851.See file dsdata.txt to determine how the superseded data were derived.
 NL0851
 NL0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH4828700935(NAD 83)
 NL0851_MARKER: DS = TRIANGULATION STATION DISK
 NL0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0851
 NL0851  HISTORY     - Date     Condition        Report By
 NL0851  HISTORY     - 1950     MONUMENTED       CGS
 NL0851
 NL0851                          STATION DESCRIPTION
 NL0851
 NL0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0851'STATION IS LOCATED ABOUT 1-3/4 MILES NORTH NORTHEAST OF LYTTON
 NL0851'ON THE RIGHT OF WAY OF A GRAVEL ROAD.  STATION IS 31 FEET NORTH
 NL0851'NORTHWEST OF POWER POLE, 29 FEET EAST OF THE APPROXIMATE
 NL0851'CENTERLINE OF ROAD AND 4.5 FEET NORTHWEST OF GATE POST.  THE
 NL0851'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LYTTON
 NL0851'1950.
 NL0851'
 NL0851'REFERENCE MARK NO. 1 IS 32 FEET EAST OF THE APPROXIMATE
 NL0851'CENTERLINE OF ROAD AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS
 NL0851'ABOUT 3 INCHES AND THE DISK IS STAMPED LYTTON NO 1 1950.
 NL0851'
 NL0851'REFERENCE MARK NO. 2 IS 31 FEET WEST OF THE APPROXIMATE CENTERLINE
 NL0851'OF ROAD AND 0.5 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT
 NL0851'4 INCHES AND THE DISK IS STAMPED LYTTON NO 2 1950.
 NL0851'
 NL0851'AZIMUTH MARK IS 31 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 NL0851'ROAD, 6 FEET SOUTH SOUTHEAST OF TELEPHONE POLE, 2 FEET NORTH
 NL0851'NORTHEAST OF WITNESS POST AND 1 FOOT EAST OF FENCE.  THE MARK
 NL0851'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LYTTON 1950.
 NL0851'
 NL0851'TO REACH STATION FROM THE POST OFFICE IN LYTTON GO SOUTH ON THE
 NL0851'MAIN STREET FOR 0.5 MILE TO U.S. HIGHWAY 20.  TURN LEFT AND GO
 NL0851'EAST ON U.S. HIGHWAY 20 FOR 0.15 MILE TO CROSS STREET AND
 NL0851'SHELLY SERVICE STATION.  TURN LEFT AND GO NORTH ON GRAVEL
 NL0851'ROAD FOR 1.4 MILES TO CROSS ROAD.  TURN RIGHT AND GO EAST
 NL0851'FOR 0.6 MILE TO T ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.2
 NL0851'MILE TO DRIVEWAY TO FIELD AND STATION ON RIGHT OR EAST SIDE OF
 NL0851'ROAD AS DESCRIBED.  CONTINUE NORTH FOR 0.2 MILE TO AZIMUTH
 NL0851'MARK ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 NL0851'
 NL0851'AN 87 FOOT SIGNAL AT STATION SAC CITY R.M. NO. 3 IS V.G.
 NL0851'
 NL0851'A 100 FOOT SIGNAL AT STATION MURPHY 1934 IS V.G.
 NL0851'
 NL0851'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0850 ***********************************************************************
 NL0850  DESIGNATION -  LYTTON COOP CREAMERY ASSN STK
 NL0850  PID         -  NL0850
 NL0850  STATE/COUNTY-  IA/SAC
 NL0850  USGS QUAD   -  LYTTON (1980)
 NL0850
 NL0850                         *CURRENT SURVEY CONTROL
 NL0850  ___________________________________________________________________
 NL0850* NAD 83(1996)-  42 25 19.08515(N)    094 51 32.79599(W)     ADJUSTED  
 NL0850* NAVD 88     -                                                        
 NL0850  ___________________________________________________________________
 NL0850  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 NL0850  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 NL0850
 NL0850  HORZ ORDER  -  THIRD
 NL0850
 NL0850.The horizontal coordinates were established by classical geodetic methods
 NL0850.and adjusted by the National Geodetic Survey in May 1999..
 NL0850
 NL0850
 NL0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0850
 NL0850.The geoid height was determined by GEOID03.
 NL0850
 NL0850;                    North         East     Units Scale Factor Converg.
 NL0850;SPC IA N     - 1,103,307.635 1,388,153.601   MT  0.99995451   -0 55 16.1
 NL0850;UTM  15      - 4,698,302.813   347,051.865   MT  0.99988783   -1 15 15.7
 NL0850
 NL0850                          SUPERSEDED SURVEY CONTROL
 NL0850
 NL0850  NAD 83(1996)-  42 25 19.08476(N)    094 51 32.79635(W) AD(       ) 4
 NL0850  NAD 83(1986)-  42 25 19.08007(N)    094 51 32.79682(W) AD(       ) 4
 NL0850  NAD 27      -  42 25 19.15000(N)    094 51 31.85100(W) AD(       ) 3
 NL0850
 NL0850.Superseded values are not recommended for survey control.
 NL0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0850.See file dsdata.txt to determine how the superseded data were derived.
 NL0850
 NL0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG4705298303(NAD 83)
 NL0850_MARKER: 63 = STACK
 NL0850
 NL0850  HISTORY     - Date     Condition        Report By
 NL0850  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0850  HISTORY     - 20060828 MARK NOT FOUND   GEOCAC
 NL0850
 NL0850                          STATION DESCRIPTION
 NL0850
 NL0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0850'THE STATION IS LOCATED IN THE TOWN OF LYTTON.  IT IS ON THE
 NL0850'SOUTH END AND ON THE EAST SIDE OF MAIN STREET.
 NL0850'
 NL0850'IT IS A CONCRETE STRUCTURE, APPROXIMATELY 100 FEET HIGH AND
 NL0850'ABOUT 25 FEET IN DIAMETER.
 NL0850'
 NL0850'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF STACK.
 NL0850
 NL0850                          STATION RECOVERY (2006)
 NL0850
 NL0850'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NL0850'NO TALL CONCRETE STACK SEEN NEAR THE COORDINATES, NO STACK OVER 35 FT.
 NL0850'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0849 ***********************************************************************
 NL0849  DESIGNATION -  LYTTON EMANUEL ST JOHN LUTH CH
 NL0849  PID         -  NL0849
 NL0849  STATE/COUNTY-  IA/SAC
 NL0849  USGS QUAD   -  LYTTON (1980)
 NL0849
 NL0849                         *CURRENT SURVEY CONTROL
 NL0849  ___________________________________________________________________
 NL0849* NAD 83(1996)-  42 25 25.38751(N)    094 51 39.23082(W)     ADJUSTED  
 NL0849* NAVD 88     -                                                        
 NL0849  ___________________________________________________________________
 NL0849  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 NL0849  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 NL0849
 NL0849  HORZ ORDER  -  THIRD
 NL0849
 NL0849.The horizontal coordinates were established by classical geodetic methods
 NL0849.and adjusted by the National Geodetic Survey in May 1999..
 NL0849
 NL0849
 NL0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0849
 NL0849.The geoid height was determined by GEOID03.
 NL0849
 NL0849;                    North         East     Units Scale Factor Converg.
 NL0849;SPC IA N     - 1,103,504.433 1,388,009.647   MT  0.99995439   -0 55 20.4
 NL0849;UTM  15      - 4,698,500.432   346,909.068   MT  0.99988836   -1 15 20.2
 NL0849
 NL0849                          SUPERSEDED SURVEY CONTROL
 NL0849
 NL0849  NAD 83(1996)-  42 25 25.38663(N)    094 51 39.23146(W) AD(       ) 4
 NL0849  NAD 83(1986)-  42 25 25.38354(N)    094 51 39.23091(W) AD(       ) 4
 NL0849  NAD 27      -  42 25 25.45000(N)    094 51 38.28000(W) AD(       ) 3
 NL0849
 NL0849.Superseded values are not recommended for survey control.
 NL0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0849.See file dsdata.txt to determine how the superseded data were derived.
 NL0849
 NL0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG4690998500(NAD 83)
 NL0849_MARKER: 90 = CHURCH SPIRE
 NL0849
 NL0849  HISTORY     - Date     Condition        Report By
 NL0849  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0849
 NL0849                          STATION DESCRIPTION
 NL0849
 NL0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0849'THIS STATION IS THE CENTER OF THE SPIRE OF THE EMANUEL AND ST.
 NL0849'JOHNS LUTHERAN CHURCH OF LYTTON.  THE SPIRE IS AT THE NW
 NL0849'CORNER OF THE CHURCH AND SURMOUNTS A HEXAGONAL COLUMN, WHICH
 NL0849'IS CONSTRUCTED OF BRICK.  THE SPIRE IS SIX-SIDED, HAS A GOLD
 NL0849'COLORED CROSS AT ITS APEX AND RISES TO ABOUT 70 FEET.  AT THE
 NL0849'BASE OF THE SPIRE IS A MARBLE PLAQUE ON THE W FACE WHICH HAS A
 NL0849'CROSS WITH A CIRCLE AT THE JUNCTION OF ITS ARMS OUTLINED ON
 NL0849'IT.  ON THE NW SIDE OF THE COLUMN AND ABOUT 6 FEET ABOVE THE
 NL0849'GROUND IS THE CORNER STONE, WHICH HAS THE NAME OF THE CHURCH
 NL0849'INSCRIBED AND THE DATE, 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0126 ***********************************************************************
 OP0126  DESIGNATION -  M 1
 OP0126  PID         -  OP0126
 OP0126  STATE/COUNTY-  IA/KOSSUTH
 OP0126  USGS QUAD   -  BURT (1972)
 OP0126
 OP0126                         *CURRENT SURVEY CONTROL
 OP0126  ___________________________________________________________________
 OP0126* NAD 83(1986)-  43 10 06.     (N)    094 12 14.     (W)     SCALED    
 OP0126* NAVD 88     -       356.100  (meters)    1168.30   (feet)  ADJUSTED  
 OP0126  ___________________________________________________________________
 OP0126  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 OP0126  DYNAMIC HT  -         356.003 (meters)    1167.99  (feet)  COMP
 OP0126  MODELED GRAV-     980,338.2   (mgal)                       NAVD 88
 OP0126
 OP0126  VERT ORDER  -  FIRST     CLASS II
 OP0126
 OP0126.The horizontal coordinates were scaled from a topographic map and have
 OP0126.an estimated accuracy of +/- 6 seconds.
 OP0126
 OP0126.The orthometric height was determined by differential leveling
 OP0126.and adjusted by the National Geodetic Survey in June 1991..
 OP0126
 OP0126.The geoid height was determined by GEOID03.
 OP0126
 OP0126.The dynamic height is computed by dividing the NAVD 88
 OP0126.geopotential number by the normal gravity value computed on the
 OP0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0126.degrees latitude (g = 980.6199 gals.).
 OP0126
 OP0126.The modeled gravity was interpolated from observed gravity values.
 OP0126
 OP0126;                    North         East    Units  Estimated Accuracy
 OP0126;SPC IA N     - 1,185,560.    1,442,760.      MT  (+/- 180 meters Scaled)
 OP0126
 OP0126                          SUPERSEDED SURVEY CONTROL
 OP0126
 OP0126  NGVD 29 (??/??/92)  356.045  (m)         1168.12   (f) ADJ UNCH    1 2
 OP0126
 OP0126.Superseded values are not recommended for survey control.
 OP0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0126.See file dsdata.txt to determine how the superseded data were derived.
 OP0126
 OP0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH021802(NAD 83)
 OP0126_MARKER: DB = BENCH MARK DISK
 OP0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0126_STAMPING: 1168.124 M 1 1930
 OP0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0126+STABILITY: SURFACE MOTION
 OP0126
 OP0126  HISTORY     - Date     Condition        Report By
 OP0126  HISTORY     - 1930     MONUMENTED       CGS
 OP0126  HISTORY     - 1934     GOOD             NGS
 OP0126  HISTORY     - 1972     MARK NOT FOUND   USGS
 OP0126
 OP0126                          STATION DESCRIPTION
 OP0126
 OP0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0126'2.2 MI SE FROM BURT.
 OP0126'2.2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OP0126'THE STATION AT BURT, KOSSUTH COUNTY, 300 FEET SOUTH OF A ROAD CROSSING
 OP0126'ON THE SOUTH LINE OF SECTION 31, T. 97 N., R. 29 W., 115 FEET SOUTH OF
 OP0126'BRIDGE 815, 49 FEET WEST OF THE CENTERLINE OF THE TRACK, AND AT A
 OP0126'FENCE LINE.  A STANDARD DISK, STAMPED 1168.124 M 1 1930 AND SET IN THE
 OP0126'TOP OF A CONCRETE POST.
 OP0126
 OP0126                          STATION RECOVERY (1972)
 OP0126
 OP0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0170 ***********************************************************************
 NL0170  DESIGNATION -  M 101
 NL0170  PID         -  NL0170
 NL0170  STATE/COUNTY-  IA/CALHOUN
 NL0170  USGS QUAD   -  LOHRVILLE (1980)
 NL0170
 NL0170                         *CURRENT SURVEY CONTROL
 NL0170  ___________________________________________________________________
 NL0170* NAD 83(1986)-  42 16 11.     (N)    094 32 11.     (W)     SCALED    
 NL0170* NAVD 88     -       347.985  (meters)    1141.68   (feet)  ADJUSTED  
 NL0170  ___________________________________________________________________
 NL0170  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 NL0170  DYNAMIC HT  -         347.862 (meters)    1141.28  (feet)  COMP
 NL0170  MODELED GRAV-     980,259.8   (mgal)                       NAVD 88
 NL0170
 NL0170  VERT ORDER  -  SECOND    CLASS 0
 NL0170
 NL0170.The horizontal coordinates were scaled from a topographic map and have
 NL0170.an estimated accuracy of +/- 6 seconds.
 NL0170
 NL0170.The orthometric height was determined by differential leveling
 NL0170.and adjusted by the National Geodetic Survey in June 1991..
 NL0170
 NL0170.The geoid height was determined by GEOID03.
 NL0170
 NL0170.The dynamic height is computed by dividing the NAVD 88
 NL0170.geopotential number by the normal gravity value computed on the
 NL0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0170.degrees latitude (g = 980.6199 gals.).
 NL0170
 NL0170.The modeled gravity was interpolated from observed gravity values.
 NL0170
 NL0170;                    North         East    Units  Estimated Accuracy
 NL0170;SPC IA N     - 1,086,020.    1,414,500.      MT  (+/- 180 meters Scaled)
 NL0170
 NL0170                          SUPERSEDED SURVEY CONTROL
 NL0170
 NL0170  NGVD 29 (??/??/92)  347.920  (m)         1141.47   (f) ADJ UNCH    2 0
 NL0170
 NL0170.Superseded values are not recommended for survey control.
 NL0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0170.See file dsdata.txt to determine how the superseded data were derived.
 NL0170
 NL0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG732808(NAD 83)
 NL0170_MARKER: DB = BENCH MARK DISK
 NL0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0170_STAMPING: M 101 1935
 NL0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0170+STABILITY: SURFACE MOTION
 NL0170
 NL0170  HISTORY     - Date     Condition        Report By
 NL0170  HISTORY     - 1935     MONUMENTED       CGS
 NL0170
 NL0170                          STATION DESCRIPTION
 NL0170
 NL0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0170'AT LOHRVILLE.
 NL0170'AT LOHRVILLE, CALHOUN COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 NL0170'AND PACIFIC RAILROAD, 5 POLES SOUTHEAST OF A CROSSING OF THE
 NL0170'CHICAGO GREAT WESTERN RAILROAD, ONE POLE NORTHWEST OF THE STATION,
 NL0170'42 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 4 FEET WEST
 NL0170'OF A POLE.  A STANDARD DISK, STAMPED M 101 1935 AND SET IN THE TOP
 NL0170'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0041 ***********************************************************************
 MJ0041  DESIGNATION -  M 102
 MJ0041  PID         -  MJ0041
 MJ0041  STATE/COUNTY-  IA/GUTHRIE
 MJ0041  USGS QUAD   -  YALE (1982)
 MJ0041
 MJ0041                         *CURRENT SURVEY CONTROL
 MJ0041  ___________________________________________________________________
 MJ0041* NAD 83(1996)-  41 48 20.80236(N)    094 21 10.73482(W)     ADJUSTED  
 MJ0041* NAVD 88     -       332.326  (meters)    1090.31   (feet)  ADJUSTED  
 MJ0041  ___________________________________________________________________
 MJ0041  X           -    -361,411.803 (meters)                     COMP
 MJ0041  Y           -  -4,747,898.096 (meters)                     COMP
 MJ0041  Z           -   4,229,751.001 (meters)                     COMP
 MJ0041  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 MJ0041  ELLIP HEIGHT-         304.62  (meters)          (05/06/99) GPS OBS
 MJ0041  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 MJ0041  DYNAMIC HT  -         332.216 (meters)    1089.95  (feet)  COMP
 MJ0041  MODELED GRAV-     980,282.8   (mgal)                       NAVD 88
 MJ0041
 MJ0041  HORZ ORDER  -  THIRD
 MJ0041  VERT ORDER  -  SECOND    CLASS 0
 MJ0041  ELLP ORDER  -  FOURTH    CLASS I
 MJ0041
 MJ0041.The horizontal coordinates were established by GPS observations
 MJ0041.and adjusted by the National Geodetic Survey in May 1999..
 MJ0041
 MJ0041.The orthometric height was determined by differential leveling
 MJ0041.and adjusted by the National Geodetic Survey in June 1991..
 MJ0041
 MJ0041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ0041
 MJ0041.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0041
 MJ0041.The ellipsoidal height was determined by GPS observations
 MJ0041.and is referenced to NAD 83.
 MJ0041
 MJ0041.The geoid height was determined by GEOID03.
 MJ0041
 MJ0041.The dynamic height is computed by dividing the NAVD 88
 MJ0041.geopotential number by the normal gravity value computed on the
 MJ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0041.degrees latitude (g = 980.6199 gals.).
 MJ0041
 MJ0041.The modeled gravity was interpolated from observed gravity values.
 MJ0041
 MJ0041;                    North         East     Units Scale Factor Converg.
 MJ0041;SPC IA S     -   200,883.520   429,116.158   MT  1.00000406   -0 33 42.7
 MJ0041;UTM  15      - 4,629,097.076   387,607.990   MT  0.99975544   -0 54 07.2
 MJ0041
 MJ0041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0041!SPC IA S     -   0.99995222  x   1.00000406  =   0.99995628
 MJ0041!UTM  15      -   0.99995222  x   0.99975544  =   0.99970768
 MJ0041
 MJ0041                          SUPERSEDED SURVEY CONTROL
 MJ0041
 MJ0041  NAD 83(1986)-  41 48 20.80571(N)    094 21 10.73586(W) AD(       ) 3
 MJ0041  NGVD 29 (??/??/92)  332.282  (m)         1090.16   (f) ADJ UNCH    2 0
 MJ0041
 MJ0041.Superseded values are not recommended for survey control.
 MJ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0041.See file dsdata.txt to determine how the superseded data were derived.
 MJ0041
 MJ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG8760829097(NAD 83)
 MJ0041_MARKER: DB = BENCH MARK DISK
 MJ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0041_SP_SET: CONCRETE POST
 MJ0041_STAMPING: M 102 1935
 MJ0041_MARK LOGO: CGS   
 MJ0041_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0041+STABILITY: SURFACE MOTION
 MJ0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0041+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 MJ0041
 MJ0041  HISTORY     - Date     Condition        Report By
 MJ0041  HISTORY     - 1935     MONUMENTED       CGS
 MJ0041  HISTORY     - 1969     GOOD             NGS
 MJ0041  HISTORY     - 19890707 GOOD             NGS
 MJ0041  HISTORY     - 20060828 GOOD             GEOCAC
 MJ0041
 MJ0041                          STATION DESCRIPTION
 MJ0041
 MJ0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0041'2.4 MI N FROM YALE.
 MJ0041'2.4 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0041'PACIFIC RAILROAD FROM THE STATION AT YALE, ON THE LINE BETWEEN
 MJ0041'SECTIONS 21 AND 28, T 81 N, R 30 W, AT A SECTION-LINE ROAD
 MJ0041'CROSSING, 40 FEET EAST OF THE CENTERLINE OF THE TRACK, 30 FEET
 MJ0041'NORTH OF THE CENTERLINE OF THE ROAD, 32 FEET SOUTH OF A POLE, AND
 MJ0041'ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MJ0041'M 102 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MJ0041
 MJ0041                          STATION RECOVERY (1969)
 MJ0041
 MJ0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MJ0041'RECOVERED IN GOOD CONDITION.
 MJ0041
 MJ0041                          STATION RECOVERY (1989)
 MJ0041
 MJ0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0041'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) WEST-SOUTHWEST OF
 MJ0041'PERRY, 8.05 KM (5.00 MI) SOUTH-SOUTHEAST OF BAGLEY, 3.4 KM (2.10 MI)
 MJ0041'NORTH OF YALE AND AT THE JUNCTION OF A GRAVEL ROAD AND A RAILROAD
 MJ0041'CROSSING.  OWNERSHIP--CHICAGO AND NORTHWESTERN RAILROAD, 229 NORTH 3RD
 MJ0041'STREET, LAURENS, IA 50554, PHONE 712-845-4582.
 MJ0041'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD F 25 AND STATE
 MJ0041'HIGHWAY 4, ABOUT 1.6 KM (1.00 MI) EAST OF YALE, GO NORTH ON STATE
 MJ0041'HIGHWAY 4 FOR 3.3 KM (2.05 MI) TO THE INTERSECTION OF A GRAVEL ROAD AT
 MJ0041'MILE POST 8.  TURN RIGHT ON THE GRAVEL ROAD FOR 1.1 KM (0.70 MI) TO A
 MJ0041'RAILROAD CROSSING AND THE MARK ON THE LEFT ON THE EAST SIDE OF
 MJ0041'CROSSING.
 MJ0041'THE STATION IS A STANDARD CGS BENCHMARK DISK FLUSH WITH THE GROUND.
 MJ0041'LOCATED 11.9 M (39.0 FT) EAST OF THE EAST RAIL OF THE TRACKS, 8.5 M
 MJ0041'(27.9 FT) NORTH OF THE CENTER OF THE ROAD, 2.2 M (7.2 FT)
 MJ0041'WEST-NORTHWEST OF THE SOUTH END POST OF A FENCE, 0.2 M (0.7 FT) SOUTH
 MJ0041'OF A METAL WITNESS POST AND 0.2 M (0.7 FT) SOUTH OF A FIBERGLASS
 MJ0041'WITNESS POST.
 MJ0041'DESCRIBED BY M. L. MCCREADY.
 MJ0041
 MJ0041                          STATION RECOVERY (2006)
 MJ0041
 MJ0041'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MJ0041'NORTH OF 140TH ST AND EAST PAVED RECREATIONAL TRAIL ON FORMER RAILROAD
 MJ0041'BED, NEAR BOTH WITNESS POSTS. HANDHELD COORDINATES N41 48 20.8 W094 21
 MJ0041'10.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0125 ***********************************************************************
 MJ0125  DESIGNATION -  M 103
 MJ0125  PID         -  MJ0125
 MJ0125  STATE/COUNTY-  IA/ADAIR
 MJ0125  USGS QUAD   -  ROSSERDALE (1983)
 MJ0125
 MJ0125                         *CURRENT SURVEY CONTROL
 MJ0125  ___________________________________________________________________
 MJ0125* NAD 83(1986)-  41 28 27.     (N)    094 24 53.     (W)     SCALED    
 MJ0125* NAVD 88     -       389.098  (meters)    1276.57   (feet)  ADJUSTED  
 MJ0125  ___________________________________________________________________
 MJ0125  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 MJ0125  DYNAMIC HT  -         388.936 (meters)    1276.03  (feet)  COMP
 MJ0125  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 MJ0125
 MJ0125  VERT ORDER  -  SECOND    CLASS 0
 MJ0125
 MJ0125.The horizontal coordinates were scaled from a topographic map and have
 MJ0125.an estimated accuracy of +/- 6 seconds.
 MJ0125
 MJ0125.The orthometric height was determined by differential leveling
 MJ0125.and adjusted by the National Geodetic Survey in June 1991..
 MJ0125
 MJ0125.The geoid height was determined by GEOID03.
 MJ0125
 MJ0125.The dynamic height is computed by dividing the NAVD 88
 MJ0125.geopotential number by the normal gravity value computed on the
 MJ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0125.degrees latitude (g = 980.6199 gals.).
 MJ0125
 MJ0125.The modeled gravity was interpolated from observed gravity values.
 MJ0125
 MJ0125;                    North         East    Units  Estimated Accuracy
 MJ0125;SPC IA S     -   164,110.      423,600.      MT  (+/- 180 meters Scaled)
 MJ0125
 MJ0125                          SUPERSEDED SURVEY CONTROL
 MJ0125
 MJ0125  NGVD 29 (??/??/92)  389.019  (m)         1276.31   (f) ADJ UNCH    2 0
 MJ0125
 MJ0125.Superseded values are not recommended for survey control.
 MJ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0125.See file dsdata.txt to determine how the superseded data were derived.
 MJ0125
 MJ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF818923(NAD 83)
 MJ0125_MARKER: DB = BENCH MARK DISK
 MJ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0125_STAMPING: M 103 1935
 MJ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0125+STABILITY: SURFACE MOTION
 MJ0125
 MJ0125  HISTORY     - Date     Condition        Report By
 MJ0125  HISTORY     - 1935     MONUMENTED       CGS
 MJ0125  HISTORY     - 1950     GOOD             NGS
 MJ0125
 MJ0125                          STATION DESCRIPTION
 MJ0125
 MJ0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0125'3.7 MI S FROM MENLO.
 MJ0125'IN ADAIR COUNTY, 3.7 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE
 MJ0125'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT MENLO,
 MJ0125'GUTHRIE COUNTY, 75 FEET SOUTH OF THE CENTER OF THE ENTRANCE TO
 MJ0125'A FARMHOUSE, 24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2
 MJ0125'FEET EAST OF A FENCE LINE, AND 1-1/2 FEET LOWER THAN THE HIGHWAY.
 MJ0125'A STANDARD DISK, STAMPED M 103 1935 AND SET IN THE TOP OF A
 MJ0125'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0151 ***********************************************************************
 MJ0151  DESIGNATION -  M 104
 MJ0151  PID         -  MJ0151
 MJ0151  STATE/COUNTY-  IA/UNION
 MJ0151  USGS QUAD   -  CRESTON EAST (1980)
 MJ0151
 MJ0151                         *CURRENT SURVEY CONTROL
 MJ0151  ___________________________________________________________________
 MJ0151* NAD 83(1986)-  41 01 46.     (N)    094 20 13.     (W)     SCALED    
 MJ0151* NAVD 88     -       388.067  (meters)    1273.18   (feet)  ADJUSTED  
 MJ0151  ___________________________________________________________________
 MJ0151  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 MJ0151  DYNAMIC HT  -         387.875 (meters)    1272.55  (feet)  COMP
 MJ0151  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 MJ0151
 MJ0151  VERT ORDER  -  SECOND    CLASS 0
 MJ0151
 MJ0151.The horizontal coordinates were scaled from a topographic map and have
 MJ0151.an estimated accuracy of +/- 6 seconds.
 MJ0151
 MJ0151.The orthometric height was determined by differential leveling
 MJ0151.and adjusted by the National Geodetic Survey in June 1991..
 MJ0151
 MJ0151.The geoid height was determined by GEOID03.
 MJ0151
 MJ0151.The dynamic height is computed by dividing the NAVD 88
 MJ0151.geopotential number by the normal gravity value computed on the
 MJ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0151.degrees latitude (g = 980.6199 gals.).
 MJ0151
 MJ0151.The modeled gravity was interpolated from observed gravity values.
 MJ0151
 MJ0151;                    North         East    Units  Estimated Accuracy
 MJ0151;SPC IA S     -   114,660.      429,620.      MT  (+/- 180 meters Scaled)
 MJ0151
 MJ0151                          SUPERSEDED SURVEY CONTROL
 MJ0151
 MJ0151.No superseded survey control is available for this station.
 MJ0151
 MJ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF876428(NAD 83)
 MJ0151_MARKER: DB = BENCH MARK DISK
 MJ0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0151_SP_SET: CULVERT
 MJ0151_STAMPING: M-104 1935
 MJ0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0151
 MJ0151  HISTORY     - Date     Condition        Report By
 MJ0151  HISTORY     - 1935     MONUMENTED       CGS
 MJ0151
 MJ0151                          STATION DESCRIPTION
 MJ0151
 MJ0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0151'2.1 MI S FROM CRESTON.
 MJ0151'CHICAGO, BURLINGTON AND QUINCY RAILROAD JUNCTION, CRESTON, 2.1
 MJ0151'MILES SOUTH ALONG THE CRESTON-DIAGONAL ROAD TO 3 FOOT CULVERT
 MJ0151'ABOUT 0.1 MILE NORTH OF CROSS-ROADS.  SET IN THE CENTER OF THE
 MJ0151'EAST HEADWALL, 18 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.5
 MJ0151'FEET BELOW ROAD LEVEL.  1.3 S. OF X ING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0152 ***********************************************************************
 MJ0152  DESIGNATION -  M 104 RESET
 MJ0152  PID         -  MJ0152
 MJ0152  STATE/COUNTY-  IA/UNION
 MJ0152  USGS QUAD   -  CRESTON EAST (1980)
 MJ0152
 MJ0152                         *CURRENT SURVEY CONTROL
 MJ0152  ___________________________________________________________________
 MJ0152* NAD 83(1986)-  41 01 46.     (N)    094 20 14.     (W)     SCALED    
 MJ0152* NAVD 88     -       389.59   (meters)    1278.2    (feet)  RESET     
 MJ0152  ___________________________________________________________________
 MJ0152  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 MJ0152
 MJ0152  VERT ORDER  -  THIRD
 MJ0152
 MJ0152.The horizontal coordinates were scaled from a topographic map and have
 MJ0152.an estimated accuracy of +/- 6 seconds.
 MJ0152
 MJ0152.The orthometric height was computed from unverified reset data.
 MJ0152
 MJ0152.The geoid height was determined by GEOID03.
 MJ0152
 MJ0152;                    North         East    Units  Estimated Accuracy
 MJ0152;SPC IA S     -   114,660.      429,600.      MT  (+/- 180 meters Scaled)
 MJ0152
 MJ0152                          SUPERSEDED SURVEY CONTROL
 MJ0152
 MJ0152  NGVD 29 (??/??/??)  389.46   (m)         1277.8    (f) RESET       3  
 MJ0152
 MJ0152.Superseded values are not recommended for survey control.
 MJ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0152.See file dsdata.txt to determine how the superseded data were derived.
 MJ0152
 MJ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF875428(NAD 83)
 MJ0152_MARKER: DB = BENCH MARK DISK
 MJ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0152_STAMPING: M 104 1935 RESET 1954
 MJ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0152+STABILITY: SURFACE MOTION
 MJ0152
 MJ0152  HISTORY     - Date     Condition        Report By
 MJ0152  HISTORY     - 1954     MONUMENTED       CGS
 MJ0152
 MJ0152                          STATION DESCRIPTION
 MJ0152
 MJ0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MJ0152'1.4 MI S FROM CRESTON.
 MJ0152'1.4 MILES SOUTH ALONG THE CRESTON DIAGONAL ROAD FROM THE
 MJ0152'INTERSECTION OF U.S. HIGHWAY 34 NEAR CRESTON, UNION COUNTY, 453
 MJ0152'FEET NORTH OF THE INTERSECTION OF AN EAST AND WEST ROAD, AND
 MJ0152'40 FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD.  A STANDARD
 MJ0152'DISK, STAMPED M 104 1935 AND RESET 1954 AND SET IN THE TOP OF A
 MJ0152'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0053 ***********************************************************************
 LF0053  DESIGNATION -  M 105
 LF0053  PID         -  LF0053
 LF0053  STATE/COUNTY-  IA/RINGGOLD
 LF0053  USGS QUAD   -  BLOCKTON (1981)
 LF0053
 LF0053                         *CURRENT SURVEY CONTROL
 LF0053  ___________________________________________________________________
 LF0053* NAD 83(1986)-  40 36 10.     (N)    094 23 29.     (W)     SCALED    
 LF0053* NAVD 88     -       350.882  (meters)    1151.19   (feet)  ADJUSTED  
 LF0053  ___________________________________________________________________
 LF0053  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 LF0053  DYNAMIC HT  -         350.698 (meters)    1150.58  (feet)  COMP
 LF0053  MODELED GRAV-     980,091.2   (mgal)                       NAVD 88
 LF0053
 LF0053  VERT ORDER  -  SECOND    CLASS 0
 LF0053
 LF0053.The horizontal coordinates were scaled from a topographic map and have
 LF0053.an estimated accuracy of +/- 6 seconds.
 LF0053
 LF0053.The orthometric height was determined by differential leveling
 LF0053.and adjusted by the National Geodetic Survey in June 1991..
 LF0053
 LF0053.The geoid height was determined by GEOID03.
 LF0053
 LF0053.The dynamic height is computed by dividing the NAVD 88
 LF0053.geopotential number by the normal gravity value computed on the
 LF0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0053.degrees latitude (g = 980.6199 gals.).
 LF0053
 LF0053.The modeled gravity was interpolated from observed gravity values.
 LF0053
 LF0053;                    North         East    Units  Estimated Accuracy
 LF0053;SPC IA S     -    67,320.      424,560.      MT  (+/- 180 meters Scaled)
 LF0053
 LF0053                          SUPERSEDED SURVEY CONTROL
 LF0053
 LF0053  NGVD 29 (??/??/92)  350.780  (m)         1150.85   (f) ADJ UNCH    2 0
 LF0053
 LF0053.Superseded values are not recommended for survey control.
 LF0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0053.See file dsdata.txt to determine how the superseded data were derived.
 LF0053
 LF0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE822955(NAD 83)
 LF0053_MARKER: DB = BENCH MARK DISK
 LF0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0053_STAMPING: M 105 1935
 LF0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0053+STABILITY: SURFACE MOTION
 LF0053
 LF0053  HISTORY     - Date     Condition        Report By
 LF0053  HISTORY     - 1935     MONUMENTED       CGS
 LF0053  HISTORY     - 1978     GOOD             USGS
 LF0053
 LF0053                          STATION DESCRIPTION
 LF0053
 LF0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0053'0.2 MI SW FROM REDDING.
 LF0053'0.2 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0053'RAILROAD FROM THE CITY PARK AT REDDING, RINGGOLD COUNTY, 15 POLES
 LF0053'SOUTH OF MILEPOST 36, AT A ROAD CROSSING, 39 FEET SOUTH OF THE
 LF0053'CENTERLINE OF THE ROAD, 27 FEET EAST OF THE CENTERLINE OF THE
 LF0053'TRACK, 4 FEET WEST OF A POLE, AND ABOUT 1 FOOT HIGHER THAN THE
 LF0053'TRACK.  A STANDARD DISK, STAMPED M 105 1935 AND SET IN THE TOP
 LF0053'OF A CONCRETE POST.
 LF0053
 LF0053                          STATION RECOVERY (1978)
 LF0053
 LF0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LF0053'AT REDDING T67N, R31W, NEAR CENTER SEC 14, ABOUT 900 FEET SW OF THE
 LF0053'PUBLIC SQUARE. 45 FEET WEST 42 FEET SOUTH OF T-RD WEST, 10 FT SOUTH,
 LF0053'5 FT WEST OF FENCE CORNER, 1 FT NORTH OF A WITNESS POST IN A CONC.,
 LF0053'POST STD DISK STAMPED M105 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0168 ***********************************************************************
 LF0168  DESIGNATION -  M 106
 LF0168  PID         -  LF0168
 LF0168  STATE/COUNTY-  IA/TAYLOR
 LF0168  USGS QUAD   -  GRAVITY (1980)
 LF0168
 LF0168                         *CURRENT SURVEY CONTROL
 LF0168  ___________________________________________________________________
 LF0168* NAD 83(1986)-  40 48 05.     (N)    094 38 22.     (W)     SCALED    
 LF0168* NAVD 88     -       389.680  (meters)    1278.48   (feet)  ADJUSTED  
 LF0168  ___________________________________________________________________
 LF0168  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LF0168  DYNAMIC HT  -         389.481 (meters)    1277.82  (feet)  COMP
 LF0168  MODELED GRAV-     980,103.2   (mgal)                       NAVD 88
 LF0168
 LF0168  VERT ORDER  -  SECOND    CLASS 0
 LF0168
 LF0168.The horizontal coordinates were scaled from a topographic map and have
 LF0168.an estimated accuracy of +/- 6 seconds.
 LF0168
 LF0168.The orthometric height was determined by differential leveling
 LF0168.and adjusted by the National Geodetic Survey in June 1991..
 LF0168
 LF0168.The geoid height was determined by GEOID03.
 LF0168
 LF0168.The dynamic height is computed by dividing the NAVD 88
 LF0168.geopotential number by the normal gravity value computed on the
 LF0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0168.degrees latitude (g = 980.6199 gals.).
 LF0168
 LF0168.The modeled gravity was interpolated from observed gravity values.
 LF0168
 LF0168;                    North         East    Units  Estimated Accuracy
 LF0168;SPC IA S     -    89,620.      403,850.      MT  (+/- 180 meters Scaled)
 LF0168
 LF0168                          SUPERSEDED SURVEY CONTROL
 LF0168
 LF0168  NGVD 29 (??/??/92)  389.547  (m)         1278.04   (f) ADJ UNCH    2 0
 LF0168
 LF0168.Superseded values are not recommended for survey control.
 LF0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0168.See file dsdata.txt to determine how the superseded data were derived.
 LF0168
 LF0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF617180(NAD 83)
 LF0168_MARKER: DB = BENCH MARK DISK
 LF0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0168_STAMPING: M 106 1935
 LF0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0168+STABILITY: SURFACE MOTION
 LF0168
 LF0168  HISTORY     - Date     Condition        Report By
 LF0168  HISTORY     - 1935     MONUMENTED       CGS
 LF0168  HISTORY     - 1945     GOOD             NGS
 LF0168  HISTORY     - 1984     GOOD             NGS
 LF0168
 LF0168                          STATION DESCRIPTION
 LF0168
 LF0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 LF0168'AT SHARPSBURG.
 LF0168'AT SHARPSBURG, TAYLOR COUNTY, ON THE CHICAGO, BURLINGTON AND
 LF0168'QUINCY RAILROAD, 5 POLES EAST OF THE STATION, AT A STREET
 LF0168'CROSSING, 30 FEET EAST OF THE CENTERLINE OF THE STREET, 21 FEET
 LF0168'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 27 FEET NORTHWEST
 LF0168'OF A POLE AND 18 INCHES HIGHER THAN THE TRACK.  A STANDARD
 LF0168'DISK, STAMPED M 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0168
 LF0168                          STATION RECOVERY (1984)
 LF0168
 LF0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0168'0.08 KM (0.05 MI) SOUTH FROM THE SHARPBURG POST OFFICE, THENCE 0.16
 LF0168'KM (0.1 MI) LEFT AND EAST TO A SIDE STREET ON THE RIGHT AND THE MARK,
 LF0168'41.1 M (135 FT) SOUTH OF THE CENTERLINE OF THE EAST/WEST STREET, 6.7
 LF0168'M (22.0 FT) EAST FROM THE CENTERLINE OF THE NORTH/SOUTH STREET, 5.18
 LF0168'M (17.0 FT) SOUTHEAST OF THE SOUTHEAST END OF A METAL PIPE CULVERT
 LF0168'UNDER THE NORTH/SOUTH STREET AND 2.13 M (7.0 FT) NORTH OF A TELEPHONE
 LF0168'CABLE POLE, IN FAIR CONDITION. THE OLD RAILROAD IS NOW GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0252 ***********************************************************************
 LF0252  DESIGNATION -  M 108
 LF0252  PID         -  LF0252
 LF0252  STATE/COUNTY-  IA/MONTGOMERY
 LF0252  USGS QUAD   -  STANTON (1978)
 LF0252
 LF0252                         *CURRENT SURVEY CONTROL
 LF0252  ___________________________________________________________________
 LF0252* NAD 83(1986)-  40 57 11.     (N)    095 01 35.     (W)     SCALED    
 LF0252* NAVD 88     -       348.824  (meters)    1144.43   (feet)  ADJUSTED  
 LF0252  ___________________________________________________________________
 LF0252  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LF0252  DYNAMIC HT  -         348.641 (meters)    1143.83  (feet)  COMP
 LF0252  MODELED GRAV-     980,091.3   (mgal)                       NAVD 88
 LF0252
 LF0252  VERT ORDER  -  SECOND    CLASS 0
 LF0252
 LF0252.The horizontal coordinates were scaled from a topographic map and have
 LF0252.an estimated accuracy of +/- 6 seconds.
 LF0252
 LF0252.The orthometric height was determined by differential leveling
 LF0252.and adjusted by the National Geodetic Survey in June 1991..
 LF0252
 LF0252.The geoid height was determined by GEOID03.
 LF0252
 LF0252.The dynamic height is computed by dividing the NAVD 88
 LF0252.geopotential number by the normal gravity value computed on the
 LF0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0252.degrees latitude (g = 980.6199 gals.).
 LF0252
 LF0252.The modeled gravity was interpolated from observed gravity values.
 LF0252
 LF0252;                    North         East    Units  Estimated Accuracy
 LF0252;SPC IA S     -   106,960.      371,500.      MT  (+/- 180 meters Scaled)
 LF0252
 LF0252                          SUPERSEDED SURVEY CONTROL
 LF0252
 LF0252  NGVD 29 (??/??/92)  348.708  (m)         1144.05   (f) ADJ UNCH    2 0
 LF0252
 LF0252.Superseded values are not recommended for survey control.
 LF0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0252.See file dsdata.txt to determine how the superseded data were derived.
 LF0252
 LF0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF294355(NAD 83)
 LF0252_MARKER: DB = BENCH MARK DISK
 LF0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0252_SP_SET: CONCRETE BASE
 LF0252_STAMPING: M 108 1935
 LF0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0252
 LF0252  HISTORY     - Date     Condition        Report By
 LF0252  HISTORY     - 1935     MONUMENTED       CGS
 LF0252
 LF0252                          STATION DESCRIPTION
 LF0252
 LF0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0252'3.3 MI W FROM VILLISCA.
 LF0252'3.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0252'FROM THE STATION AT VILLISCA, MONTGOMERY COUNTY, 6-1/2 POLES
 LF0252'EAST OF MILEPOST 431, 10 FEET SOUTH OF THE CENTERLINE OF THE
 LF0252'SOUTH TRACK, AT A RELAY BOX, IN THE CENTER OF THE NORTH SIDE
 LF0252'OF THE CONCRETE BASE, AND 6 INCHES HIGHER THAN THE TRACK.  A
 LF0252'STANDARD DISK, STAMPED M 108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0117 ***********************************************************************
 MJ0117  DESIGNATION -  M 109
 MJ0117  PID         -  MJ0117
 MJ0117  STATE/COUNTY-  IA/UNION
 MJ0117  USGS QUAD   -  CRESTON WEST (1981)
 MJ0117
 MJ0117                         *CURRENT SURVEY CONTROL
 MJ0117  ___________________________________________________________________
 MJ0117* NAD 83(1986)-  41 02 59.     (N)    094 22 45.     (W)     SCALED    
 MJ0117* NAVD 88     -       392.271  (meters)    1286.98   (feet)  ADJUSTED  
 MJ0117  ___________________________________________________________________
 MJ0117  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 MJ0117  DYNAMIC HT  -         392.076 (meters)    1286.34  (feet)  COMP
 MJ0117  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 MJ0117
 MJ0117  VERT ORDER  -  SECOND    CLASS 0
 MJ0117
 MJ0117.The horizontal coordinates were scaled from a topographic map and have
 MJ0117.an estimated accuracy of +/- 6 seconds.
 MJ0117
 MJ0117.The orthometric height was determined by differential leveling
 MJ0117.and adjusted by the National Geodetic Survey in June 1991..
 MJ0117
 MJ0117.The geoid height was determined by GEOID03.
 MJ0117
 MJ0117.The dynamic height is computed by dividing the NAVD 88
 MJ0117.geopotential number by the normal gravity value computed on the
 MJ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0117.degrees latitude (g = 980.6199 gals.).
 MJ0117
 MJ0117.The modeled gravity was interpolated from observed gravity values.
 MJ0117
 MJ0117;                    North         East    Units  Estimated Accuracy
 MJ0117;SPC IA S     -   116,940.      426,090.      MT  (+/- 180 meters Scaled)
 MJ0117
 MJ0117                          SUPERSEDED SURVEY CONTROL
 MJ0117
 MJ0117  NGVD 29 (??/??/92)  392.141  (m)         1286.55   (f) ADJ UNCH    2 0
 MJ0117
 MJ0117.Superseded values are not recommended for survey control.
 MJ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0117.See file dsdata.txt to determine how the superseded data were derived.
 MJ0117
 MJ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF840451(NAD 83)
 MJ0117_MARKER: DB = BENCH MARK DISK
 MJ0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0117_SP_SET: BRIDGE
 MJ0117_STAMPING: M 109 1935
 MJ0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0117
 MJ0117  HISTORY     - Date     Condition        Report By
 MJ0117  HISTORY     - 1935     MONUMENTED       CGS
 MJ0117  HISTORY     - 1945     GOOD             NGS
 MJ0117  HISTORY     - 1974     POOR             SCS
 MJ0117
 MJ0117                          STATION DESCRIPTION
 MJ0117
 MJ0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 MJ0117'AT CRESTON.
 MJ0117'AT CRESTON, UNION COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MJ0117'RAILROAD, AT BRIDGE 394.14, IN THE CENTER OF THE TOP OF THE
 MJ0117'SECOND TIER OF THE EAST ABUTMENT, 11 FEET SOUTH OF THE CENTERLINE
 MJ0117'OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD
 MJ0117'DISK, STAMPED M 109 1935.  NOTE-- SOME WEATHERING OF CONCRETE
 MJ0117'SETTING AND SOME EVIDENCE OF POUNDING ON DISC, WHEREBY STAMPING
 MJ0117'HAS BEEN DIMMED BUT NOT OBLITERATED.
 MJ0117
 MJ0117                          STATION RECOVERY (1974)
 MJ0117
 MJ0117'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1974
 MJ0117'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0037 ***********************************************************************
 NK0037  DESIGNATION -  M 11
 NK0037  PID         -  NK0037
 NK0037  STATE/COUNTY-  IA/BLACK HAWK
 NK0037  USGS QUAD   -  HUDSON (1972)
 NK0037
 NK0037                         *CURRENT SURVEY CONTROL
 NK0037  ___________________________________________________________________
 NK0037* NAD 83(1986)-  42 28 09.     (N)    092 23 41.     (W)     SCALED    
 NK0037* NAVD 88     -       262.153  (meters)     860.08   (feet)  ADJUSTED  
 NK0037  ___________________________________________________________________
 NK0037  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 NK0037  DYNAMIC HT  -         262.068 (meters)     859.80  (feet)  COMP
 NK0037  MODELED GRAV-     980,290.7   (mgal)                       NAVD 88
 NK0037
 NK0037  VERT ORDER  -  FIRST     CLASS II
 NK0037
 NK0037.The horizontal coordinates were scaled from a topographic map and have
 NK0037.an estimated accuracy of +/- 6 seconds.
 NK0037
 NK0037.The orthometric height was determined by differential leveling
 NK0037.and adjusted by the National Geodetic Survey in June 1991..
 NK0037
 NK0037.The geoid height was determined by GEOID03.
 NK0037
 NK0037.The dynamic height is computed by dividing the NAVD 88
 NK0037.geopotential number by the normal gravity value computed on the
 NK0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0037.degrees latitude (g = 980.6199 gals.).
 NK0037
 NK0037.The modeled gravity was interpolated from observed gravity values.
 NK0037
 NK0037;                    North         East    Units  Estimated Accuracy
 NK0037;SPC IA N     - 1,108,250.    1,590,890.      MT  (+/- 180 meters Scaled)
 NK0037
 NK0037                          SUPERSEDED SURVEY CONTROL
 NK0037
 NK0037  NGVD 29 (??/??/92)  262.162  (m)          860.11   (f) ADJ UNCH    1 2
 NK0037
 NK0037.Superseded values are not recommended for survey control.
 NK0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0037.See file dsdata.txt to determine how the superseded data were derived.
 NK0037
 NK0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH497020(NAD 83)
 NK0037_MARKER: DB = BENCH MARK DISK
 NK0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0037_STAMPING: 860.111 M 11 1933
 NK0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0037+STABILITY: SURFACE MOTION
 NK0037
 NK0037  HISTORY     - Date     Condition        Report By
 NK0037  HISTORY     - 1933     MONUMENTED       CGS
 NK0037  HISTORY     - 1942     GOOD             NGS
 NK0037  HISTORY     - 20020320 MARK NOT FOUND   BHCIAE
 NK0037
 NK0037                          STATION DESCRIPTION
 NK0037
 NK0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NK0037'3.5 MI S FROM WATERLOO.
 NK0037'3 1/2 MILES SOUTH ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0037'WATERLOO, BLACK HAWK COUNTY, 17 FEET EAST OF POLE 275+23, 36
 NK0037'FEET NORTH OF THE CENTER OF A ROAD CROSSING, 46 1/2 FEET EAST
 NK0037'OF THE CENTERLINE OF THE TRACK, AND 3 FEET WEST OF A FENCE
 NK0037'CORNER.  A STANDARD DISK, STAMPED M 11 1933 AND SET IN THE TOP
 NK0037'OF A CONCRETE POST.
 NK0037
 NK0037                          STATION RECOVERY (2002)
 NK0037
 NK0037'RECOVERY NOTE BY BLACK HAWK COUNTY IOWA ENGINEER 2002 (GAT)
 NK0037'PREV. DESCRIPTION BEING AT N.W. COR. INTERSECTION OF HIGHWAY 63 AND
 NK0037'RIDGEWAY AVE. IN WATERLOO.  PREV. R.R. NOW BIKE TRAIL.  DISTANCES
 NK0037'DENOTED FROM TIES SUGGEST MONUMENT LANDED IN RADIUS (RETURN) OF
 NK0037'FORESLPOPE AND WAS SUBJECT TO DESTRUCTION FROM GRADING AND POSSIBLE
 NK0037'ROADWAY WIDENING ON EACH INTERSECTING ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0275 ***********************************************************************
 MH0275  DESIGNATION -  M 110
 MH0275  PID         -  MH0275
 MH0275  STATE/COUNTY-  IA/CLARKE
 MH0275  USGS QUAD   -  JAMISON (1983)
 MH0275
 MH0275                         *CURRENT SURVEY CONTROL
 MH0275  ___________________________________________________________________
 MH0275* NAD 83(1986)-  41 01 03.     (N)    093 41 35.     (W)     SCALED    
 MH0275* NAVD 88     -       342.415  (meters)    1123.41   (feet)  ADJUSTED  
 MH0275  ___________________________________________________________________
 MH0275  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 MH0275  DYNAMIC HT  -         342.254 (meters)    1122.88  (feet)  COMP
 MH0275  MODELED GRAV-     980,144.1   (mgal)                       NAVD 88
 MH0275
 MH0275  VERT ORDER  -  SECOND    CLASS 0
 MH0275
 MH0275.The horizontal coordinates were scaled from a topographic map and have
 MH0275.an estimated accuracy of +/- 6 seconds.
 MH0275
 MH0275.The orthometric height was determined by differential leveling
 MH0275.and adjusted by the National Geodetic Survey in June 1991..
 MH0275
 MH0275.The geoid height was determined by GEOID03.
 MH0275
 MH0275.The dynamic height is computed by dividing the NAVD 88
 MH0275.geopotential number by the normal gravity value computed on the
 MH0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0275.degrees latitude (g = 980.6199 gals.).
 MH0275
 MH0275.The modeled gravity was interpolated from observed gravity values.
 MH0275
 MH0275;                    North         East    Units  Estimated Accuracy
 MH0275;SPC IA S     -   113,010.      483,760.      MT  (+/- 180 meters Scaled)
 MH0275
 MH0275                          SUPERSEDED SURVEY CONTROL
 MH0275
 MH0275  NGVD 29 (??/??/92)  342.333  (m)         1123.14   (f) ADJ UNCH    2 0
 MH0275
 MH0275.Superseded values are not recommended for survey control.
 MH0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0275.See file dsdata.txt to determine how the superseded data were derived.
 MH0275
 MH0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF417409(NAD 83)
 MH0275_MARKER: DB = BENCH MARK DISK
 MH0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0275_STAMPING: M 110 1935
 MH0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0275+STABILITY: SURFACE MOTION
 MH0275
 MH0275  HISTORY     - Date     Condition        Report By
 MH0275  HISTORY     - 1935     MONUMENTED       CGS
 MH0275  HISTORY     - 1980     MARK NOT FOUND   USGS
 MH0275
 MH0275                          STATION DESCRIPTION
 MH0275
 MH0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0275'4 MI E FROM OSCEOLA.
 MH0275'4.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0275'FROM THE STATION AT OSCEOLA, CLARKE COUNTY, AT A ROAD CROSSING,
 MH0275'45 FEET NORTH OF THE CENTERLINE OF THE TRACK, 42 FEET WEST OF THE
 MH0275'CENTERLINE OF THE ROAD, 12 FEET WEST OF A POWER LINE POLE, AND AT
 MH0275'A FENCE CORNER.  A STANDARD DISK, STAMPED M 110 1935 AND SET IN
 MH0275'THE TOP OF A CONCRETE POST.
 MH0275
 MH0275                          STATION RECOVERY (1980)
 MH0275
 MH0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MH0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0257 ***********************************************************************
 MH0257  DESIGNATION -  M 113
 MH0257  PID         -  MH0257
 MH0257  STATE/COUNTY-  IA/LUCAS
 MH0257  USGS QUAD   -  MELCHER (1982)
 MH0257
 MH0257                         *CURRENT SURVEY CONTROL
 MH0257  ___________________________________________________________________
 MH0257* NAD 83(1986)-  41 07 53.     (N)    093 14 12.     (W)     SCALED    
 MH0257* NAVD 88     -       282.269  (meters)     926.08   (feet)  ADJUSTED  
 MH0257  ___________________________________________________________________
 MH0257  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 MH0257  DYNAMIC HT  -         282.142 (meters)     925.66  (feet)  COMP
 MH0257  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 MH0257
 MH0257  VERT ORDER  -  SECOND    CLASS 0
 MH0257
 MH0257.The horizontal coordinates were scaled from a topographic map and have
 MH0257.an estimated accuracy of +/- 6 seconds.
 MH0257
 MH0257.The orthometric height was determined by differential leveling
 MH0257.and adjusted by the National Geodetic Survey in June 1991..
 MH0257
 MH0257.The geoid height was determined by GEOID03.
 MH0257
 MH0257.The dynamic height is computed by dividing the NAVD 88
 MH0257.geopotential number by the normal gravity value computed on the
 MH0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0257.degrees latitude (g = 980.6199 gals.).
 MH0257
 MH0257.The modeled gravity was interpolated from observed gravity values.
 MH0257
 MH0257;                    North         East    Units  Estimated Accuracy
 MH0257;SPC IA S     -   125,670.      522,110.      MT  (+/- 180 meters Scaled)
 MH0257
 MH0257                          SUPERSEDED SURVEY CONTROL
 MH0257
 MH0257  NGVD 29 (??/??/92)  282.222  (m)          925.92   (f) ADJ UNCH    2 0
 MH0257
 MH0257.Superseded values are not recommended for survey control.
 MH0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0257.See file dsdata.txt to determine how the superseded data were derived.
 MH0257
 MH0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF801533(NAD 83)
 MH0257_MARKER: DB = BENCH MARK DISK
 MH0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0257_STAMPING: M 113 1935
 MH0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0257+STABILITY: SURFACE MOTION
 MH0257
 MH0257  HISTORY     - Date     Condition        Report By
 MH0257  HISTORY     - 1935     MONUMENTED       CGS
 MH0257  HISTORY     - 1979     MARK NOT FOUND   USGS
 MH0257
 MH0257                          STATION DESCRIPTION
 MH0257
 MH0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0257'3.1 MI N FROM WILLIAMSON.
 MH0257'3.1 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0257'RAILROAD FROM THE STATION AT WILLIAMSON, AT OVERPASS 329, 25 FEET
 MH0257'WEST AND 36 FEET SOUTH OF THE CENTERLINE OF THE TRACK AT THE
 MH0257'SOUTH END OF THE BRIDGE, AND 4 FEET LOWER THAN THE TRACK.  A
 MH0257'STANDARD DISK, STAMPED M 113 1935 AND SET IN THE TOP OF A
 MH0257'CONCRETE POST.
 MH0257
 MH0257                          STATION RECOVERY (1979)
 MH0257
 MH0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MH0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0414 ***********************************************************************
 LE0414  DESIGNATION -  M 114
 LE0414  PID         -  LE0414
 LE0414  STATE/COUNTY-  IA/WAYNE
 LE0414  USGS QUAD   -  LINEVILLE (1964)
 LE0414
 LE0414                         *CURRENT SURVEY CONTROL
 LE0414  ___________________________________________________________________
 LE0414* NAD 83(1986)-  40 35 45.     (N)    093 31 14.     (W)     SCALED    
 LE0414* NAVD 88     -       331.541  (meters)    1087.73   (feet)  ADJUSTED  
 LE0414  ___________________________________________________________________
 LE0414  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LE0414  DYNAMIC HT  -         331.374 (meters)    1087.18  (feet)  COMP
 LE0414  MODELED GRAV-     980,110.8   (mgal)                       NAVD 88
 LE0414
 LE0414  VERT ORDER  -  SECOND    CLASS 0
 LE0414
 LE0414.The horizontal coordinates were scaled from a topographic map and have
 LE0414.an estimated accuracy of +/- 6 seconds.
 LE0414
 LE0414.The orthometric height was determined by differential leveling
 LE0414.and adjusted by the National Geodetic Survey in June 1991..
 LE0414
 LE0414.The geoid height was determined by GEOID03.
 LE0414
 LE0414.The dynamic height is computed by dividing the NAVD 88
 LE0414.geopotential number by the normal gravity value computed on the
 LE0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0414.degrees latitude (g = 980.6199 gals.).
 LE0414
 LE0414.The modeled gravity was interpolated from observed gravity values.
 LE0414
 LE0414;                    North         East    Units  Estimated Accuracy
 LE0414;SPC IA S     -    66,170.      498,260.      MT  (+/- 180 meters Scaled)
 LE0414
 LE0414                          SUPERSEDED SURVEY CONTROL
 LE0414
 LE0414  NGVD 29 (??/??/92)  331.468  (m)         1087.49   (f) ADJ UNCH    2 0
 LE0414
 LE0414.Superseded values are not recommended for survey control.
 LE0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0414.See file dsdata.txt to determine how the superseded data were derived.
 LE0414
 LE0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE559940(NAD 83)
 LE0414_MARKER: DB = BENCH MARK DISK
 LE0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0414_SP_SET: CULVERT
 LE0414_STAMPING: M 114 1935
 LE0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0414
 LE0414  HISTORY     - Date     Condition        Report By
 LE0414  HISTORY     - 1935     MONUMENTED       CGS
 LE0414
 LE0414                          STATION DESCRIPTION
 LE0414
 LE0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0414'1.2 MI N FROM LINEVILLE.
 LE0414'1.2 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0414'RAILROAD FROM THE STATION AT LINEVILLE, WAYNE COUNTY, 2 POLES
 LE0414'WEST OF MILEPOST 377, 60 FEET NORTH OF THE CENTERLINE OF THE
 LE0414'TRACK, AT A 2-BY-3-FOOT CONCRETE-BOX HIGHWAY CULVERT, IN THE
 LE0414'CENTER OF THE TOP OF THE SOUTH HEADWALL, AND ABOUT 3 FEET LOWER
 LE0414'THAN THE TRACK.  A STANDARD DISK, STAMPED M 114 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0408 ***********************************************************************
 LE0408  DESIGNATION -  M 115
 LE0408  PID         -  LE0408
 LE0408  STATE/COUNTY-  IA/DECATUR
 LE0408  USGS QUAD   -  LACELLE (1981)
 LE0408
 LE0408                         *CURRENT SURVEY CONTROL
 LE0408  ___________________________________________________________________
 LE0408* NAD 83(1986)-  40 53 38.     (N)    093 46 03.     (W)     SCALED    
 LE0408* NAVD 88     -       353.534  (meters)    1159.89   (feet)  ADJUSTED  
 LE0408  ___________________________________________________________________
 LE0408  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 LE0408  DYNAMIC HT  -         353.365 (meters)    1159.33  (feet)  COMP
 LE0408  MODELED GRAV-     980,135.0   (mgal)                       NAVD 88
 LE0408
 LE0408  VERT ORDER  -  SECOND    CLASS 0
 LE0408
 LE0408.The horizontal coordinates were scaled from a topographic map and have
 LE0408.an estimated accuracy of +/- 6 seconds.
 LE0408
 LE0408.The orthometric height was determined by differential leveling
 LE0408.and adjusted by the National Geodetic Survey in June 1991..
 LE0408
 LE0408.The geoid height was determined by GEOID03.
 LE0408
 LE0408.The dynamic height is computed by dividing the NAVD 88
 LE0408.geopotential number by the normal gravity value computed on the
 LE0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0408.degrees latitude (g = 980.6199 gals.).
 LE0408
 LE0408.The modeled gravity was interpolated from observed gravity values.
 LE0408
 LE0408;                    North         East    Units  Estimated Accuracy
 LE0408;SPC IA S     -    99,300.      477,460.      MT  (+/- 180 meters Scaled)
 LE0408
 LE0408                          SUPERSEDED SURVEY CONTROL
 LE0408
 LE0408  NGVD 29 (??/??/92)  353.448  (m)         1159.60   (f) ADJ UNCH    2 0
 LE0408
 LE0408.Superseded values are not recommended for survey control.
 LE0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0408.See file dsdata.txt to determine how the superseded data were derived.
 LE0408
 LE0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF353272(NAD 83)
 LE0408_MARKER: DB = BENCH MARK DISK
 LE0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0408_SP_SET: BRIDGE
 LE0408_STAMPING: M 115 1935
 LE0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0408
 LE0408  HISTORY     - Date     Condition        Report By
 LE0408  HISTORY     - 1935     MONUMENTED       CGS
 LE0408
 LE0408                          STATION DESCRIPTION
 LE0408
 LE0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0408'9.7 MI S FROM OSCEOLA.
 LE0408'IN DECATUR COUNTY, 9.7 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM
 LE0408'THE INTERSECTION OF U.S. HIGHWAY 34 AT OSCEOLA, CLARKE COUNTY,
 LE0408'0.4 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 266, 200 FEET
 LE0408'SOUTH OF THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY
 LE0408'RAILROAD, AT A CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE
 LE0408'EAST HEADWALL, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 LE0408'STAMPED M 115 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0224 ***********************************************************************
 LE0224  DESIGNATION -  M 118
 LE0224  PID         -  LE0224
 LE0224  STATE/COUNTY-  IA/WAYNE
 LE0224  USGS QUAD   -  CORYDON (1982)
 LE0224
 LE0224                         *CURRENT SURVEY CONTROL
 LE0224  ___________________________________________________________________
 LE0224* NAD 83(1986)-  40 45 26.     (N)    093 19 40.     (W)     SCALED    
 LE0224* NAVD 88     -       327.523  (meters)    1074.55   (feet)  ADJUSTED  
 LE0224  ___________________________________________________________________
 LE0224  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LE0224  DYNAMIC HT  -         327.363 (meters)    1074.02  (feet)  COMP
 LE0224  MODELED GRAV-     980,125.8   (mgal)                       NAVD 88
 LE0224
 LE0224  VERT ORDER  -  SECOND    CLASS 0
 LE0224
 LE0224.The horizontal coordinates were scaled from a topographic map and have
 LE0224.an estimated accuracy of +/- 6 seconds.
 LE0224
 LE0224.The orthometric height was determined by differential leveling
 LE0224.and adjusted by the National Geodetic Survey in June 1991..
 LE0224
 LE0224.The geoid height was determined by GEOID03.
 LE0224
 LE0224.The dynamic height is computed by dividing the NAVD 88
 LE0224.geopotential number by the normal gravity value computed on the
 LE0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0224.degrees latitude (g = 980.6199 gals.).
 LE0224
 LE0224.The modeled gravity was interpolated from observed gravity values.
 LE0224
 LE0224;                    North         East    Units  Estimated Accuracy
 LE0224;SPC IA S     -    84,100.      514,540.      MT  (+/- 180 meters Scaled)
 LE0224
 LE0224                          SUPERSEDED SURVEY CONTROL
 LE0224
 LE0224  NGVD 29 (??/??/92)  327.444  (m)         1074.29   (f) ADJ UNCH    2 0
 LE0224
 LE0224.Superseded values are not recommended for survey control.
 LE0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0224.See file dsdata.txt to determine how the superseded data were derived.
 LE0224
 LE0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF723118(NAD 83)
 LE0224_MARKER: DB = BENCH MARK DISK
 LE0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0224_SP_SET: CULVERT
 LE0224_STAMPING: M 118 1935
 LE0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0224
 LE0224  HISTORY     - Date     Condition        Report By
 LE0224  HISTORY     - 1935     MONUMENTED       CGS
 LE0224  HISTORY     - 20060522 MARK NOT FOUND   GEOCAC
 LE0224
 LE0224                          STATION DESCRIPTION
 LE0224
 LE0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0224'0.5 MI W FROM CORYDON.
 LE0224'0.5 MILE WEST ALONG STATE HIGHWAY 2 FROM THE COURTHOUSE AT
 LE0224'CORYDON, AT A CONCRETE CULVERT AT THE WEST CITY LIMITS, IN THE
 LE0224'CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL, 18 FEET
 LE0224'NORTH OF THE CENTERLINE OF THE HIGHWAY, 26 FEET WEST OF A
 LE0224'DRIVEWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 LE0224'M 118 1935.
 LE0224
 LE0224                          STATION RECOVERY (2006)
 LE0224
 LE0224'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LE0224'HIGHWAY HAS BEEN WIDENED TO FOUR LANES. NO EVIDENCE OF MARK FOUND AT
 LE0224'STORM DRAINS AND CULVERTS NEAR LIKELY LOCATION N40 45 25.8 W93 19 37.7
 LE0224'OR SECOND POSSIBILITY W93 19 33.2. PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0176 ***********************************************************************
 LE0176  DESIGNATION -  M 119
 LE0176  PID         -  LE0176
 LE0176  STATE/COUNTY-  IA/APPANOOSE
 LE0176  USGS QUAD   -  UNIONVILLE (1968)
 LE0176
 LE0176                         *CURRENT SURVEY CONTROL
 LE0176  ___________________________________________________________________
 LE0176* NAD 83(1986)-  40 46 50.     (N)    092 44 45.     (W)     SCALED    
 LE0176* NAVD 88     -       299.320  (meters)     982.02   (feet)  ADJUSTED  
 LE0176  ___________________________________________________________________
 LE0176  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LE0176  DYNAMIC HT  -         299.176 (meters)     981.55  (feet)  COMP
 LE0176  MODELED GRAV-     980,136.7   (mgal)                       NAVD 88
 LE0176
 LE0176  VERT ORDER  -  SECOND    CLASS 0
 LE0176
 LE0176.The horizontal coordinates were scaled from a topographic map and have
 LE0176.an estimated accuracy of +/- 6 seconds.
 LE0176
 LE0176.The orthometric height was determined by differential leveling
 LE0176.and adjusted by the National Geodetic Survey in June 1991..
 LE0176
 LE0176.The geoid height was determined by GEOID03.
 LE0176
 LE0176.The dynamic height is computed by dividing the NAVD 88
 LE0176.geopotential number by the normal gravity value computed on the
 LE0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0176.degrees latitude (g = 980.6199 gals.).
 LE0176
 LE0176.The modeled gravity was interpolated from observed gravity values.
 LE0176
 LE0176;                    North         East    Units  Estimated Accuracy
 LE0176;SPC IA S     -    86,960.      563,660.      MT  (+/- 180 meters Scaled)
 LE0176
 LE0176                          SUPERSEDED SURVEY CONTROL
 LE0176
 LE0176  NGVD 29 (??/??/92)  299.269  (m)          981.85   (f) ADJ UNCH    2 0
 LE0176
 LE0176.Superseded values are not recommended for survey control.
 LE0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0176.See file dsdata.txt to determine how the superseded data were derived.
 LE0176
 LE0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF214144(NAD 83)
 LE0176_MARKER: DB = BENCH MARK DISK
 LE0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0176_STAMPING: M 119 1935
 LE0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0176+STABILITY: SURFACE MOTION
 LE0176
 LE0176  HISTORY     - Date     Condition        Report By
 LE0176  HISTORY     - 1935     MONUMENTED       CGS
 LE0176  HISTORY     - 1966     MARK NOT FOUND   NGS
 LE0176
 LE0176                          STATION DESCRIPTION
 LE0176
 LE0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0176'AT UDELL.
 LE0176'AT UDELL, APPANOOSE COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 LE0176'PACIFIC RAILWAY, 13-1/2 POLES NORTHEAST OF MILEPOST 328, 66
 LE0176'FEET SOUTHWEST OF THE OVERHEAD CROSSING OF THE WABASH RAILWAY,
 LE0176'35 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 5 FEET SOUTHEAST
 LE0176'OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT LOWER THAN THE TRACK.
 LE0176'A STANDARD DISK, STAMPED M 119 1935 AND SET IN THE TOP OF A
 LE0176'CONCRETE POST.
 LE0176
 LE0176                          STATION RECOVERY (1966)
 LE0176
 LE0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LE0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0502 ***********************************************************************
 ON0502  DESIGNATION -  M 12
 ON0502  PID         -  ON0502
 ON0502  STATE/COUNTY-  IA/ALLAMAKEE
 ON0502  USGS QUAD   -  POSTVILLE (1971)
 ON0502
 ON0502                         *CURRENT SURVEY CONTROL
 ON0502  ___________________________________________________________________
 ON0502* NAD 83(1986)-  43 05 14.     (N)    091 34 07.     (W)     SCALED    
 ON0502* NAVD 88     -       362.843  (meters)    1190.43   (feet)  ADJUSTED  
 ON0502  ___________________________________________________________________
 ON0502  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 ON0502  DYNAMIC HT  -         362.754 (meters)    1190.14  (feet)  COMP
 ON0502  MODELED GRAV-     980,364.4   (mgal)                       NAVD 88
 ON0502
 ON0502  VERT ORDER  -  FIRST     CLASS II
 ON0502
 ON0502.The horizontal coordinates were scaled from a topographic map and have
 ON0502.an estimated accuracy of +/- 6 seconds.
 ON0502
 ON0502.The orthometric height was determined by differential leveling
 ON0502.and adjusted by the National Geodetic Survey in June 1991..
 ON0502
 ON0502.The geoid height was determined by GEOID03.
 ON0502
 ON0502.The dynamic height is computed by dividing the NAVD 88
 ON0502.geopotential number by the normal gravity value computed on the
 ON0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0502.degrees latitude (g = 980.6199 gals.).
 ON0502
 ON0502.The modeled gravity was interpolated from observed gravity values.
 ON0502
 ON0502;                    North         East    Units  Estimated Accuracy
 ON0502;SPC IA N     - 1,178,100.    1,657,250.      MT  (+/- 180 meters Scaled)
 ON0502
 ON0502                          SUPERSEDED SURVEY CONTROL
 ON0502
 ON0502  NGVD 29 (??/??/92)  362.884  (m)         1190.56   (f) ADJ UNCH    1 2
 ON0502
 ON0502.Superseded values are not recommended for survey control.
 ON0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0502.See file dsdata.txt to determine how the superseded data were derived.
 ON0502
 ON0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH165714(NAD 83)
 ON0502_MARKER: DB = BENCH MARK DISK
 ON0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0502_STAMPING: M 12 1933
 ON0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0502+STABILITY: SURFACE MOTION
 ON0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0502+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 ON0502
 ON0502  HISTORY     - Date     Condition        Report By
 ON0502  HISTORY     - 1933     MONUMENTED       CGS
 ON0502  HISTORY     - 1942     GOOD             NGS
 ON0502  HISTORY     - 1978     MARK NOT FOUND   NGS
 ON0502  HISTORY     - 20020520 GOOD             AERSVC
 ON0502
 ON0502                          STATION DESCRIPTION
 ON0502
 ON0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 ON0502'AT POSTVILLE.
 ON0502'AT POSTVILLE, ALLAMAKEE COUNTY, 58 FEET SOUTH OF THE CENTERLINE
 ON0502'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD MAIN
 ON0502'TRACK, AT THE CROSSING OF LAWYER STREET (U.S. HIGHWAY 51),
 ON0502'16-1/2 FEET EAST OF THE EAST CURB OF LAWYER STREET, 12 FEET
 ON0502'SOUTHWEST OF THE NORTHWEST CORNER OF THE POSTVILLE LUMBER YARD,
 ON0502'AND 3 FEET WEST OF THE WEST EDGE OF THE EAST SIDEWALK.  A
 ON0502'STANDARD DISK, STAMPED M 12 1933 AND SET IN THE TOP OF A CONCRETE
 ON0502'POST.  NOTE-- THE MARK IS NOW STAMPED 1190.562 M 12 1933.
 ON0502
 ON0502                          STATION RECOVERY (1978)
 ON0502
 ON0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 ON0502'MARK NOT FOUND.
 ON0502
 ON0502                          STATION RECOVERY (2002)
 ON0502
 ON0502'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2002 (KZ)
 ON0502'ROAD RESTRUCTURED,  58' SOUTHG OF THE CENTERLINE OF THE RAILROAD MAIN
 ON0502'TRACK CROSSING U.S. HIGHWAY 51 (LAWYER STREET), 3' EAST OF THE BACK OF
 ON0502'CURB ON U.S. HIGHWAY 51, 3' WEST OF THE WEST EDGE OF THE EAST
 ON0502'SIDEWALK, STATION IS 0.1' BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0634 ***********************************************************************
 LD0634  DESIGNATION -  M 120
 LD0634  PID         -  LD0634
 LD0634  STATE/COUNTY-  IA/LEE
 LD0634  USGS QUAD   -  ARGYLE (1982)
 LD0634
 LD0634                         *CURRENT SURVEY CONTROL
 LD0634  ___________________________________________________________________
 LD0634* NAD 83(1986)-  40 31 09.     (N)    091 35 03.     (W)     SCALED    
 LD0634* NAVD 88     -       199.876  (meters)     655.76   (feet)  ADJUSTED  
 LD0634  ___________________________________________________________________
 LD0634  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0634  DYNAMIC HT  -         199.777 (meters)     655.43  (feet)  COMP
 LD0634  MODELED GRAV-     980,126.1   (mgal)                       NAVD 88
 LD0634
 LD0634  VERT ORDER  -  SECOND    CLASS 0
 LD0634
 LD0634.The horizontal coordinates were scaled from a topographic map and have
 LD0634.an estimated accuracy of +/- 6 seconds.
 LD0634
 LD0634.The orthometric height was determined by differential leveling
 LD0634.and adjusted by the National Geodetic Survey in June 1991..
 LD0634
 LD0634.The geoid height was determined by GEOID03.
 LD0634
 LD0634.The dynamic height is computed by dividing the NAVD 88
 LD0634.geopotential number by the normal gravity value computed on the
 LD0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0634.degrees latitude (g = 980.6199 gals.).
 LD0634
 LD0634.The modeled gravity was interpolated from observed gravity values.
 LD0634
 LD0634;                    North         East    Units  Estimated Accuracy
 LD0634;SPC IA S     -    59,440.      662,350.      MT  (+/- 180 meters Scaled)
 LD0634
 LD0634                          SUPERSEDED SURVEY CONTROL
 LD0634
 LD0634  NGVD 29 (??/??/92)  199.907  (m)          655.86   (f) ADJ UNCH    2 0
 LD0634
 LD0634.Superseded values are not recommended for survey control.
 LD0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0634.See file dsdata.txt to determine how the superseded data were derived.
 LD0634
 LD0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE199863(NAD 83)
 LD0634_MARKER: DB = BENCH MARK DISK
 LD0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0634_SP_SET: FOUNDATION
 LD0634_STAMPING: M 120 1935
 LD0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0634
 LD0634  HISTORY     - Date     Condition        Report By
 LD0634  HISTORY     - 1935     MONUMENTED       CGS
 LD0634
 LD0634                          STATION DESCRIPTION
 LD0634
 LD0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0634'1.4 MI SW FROM ARGYLE.
 LD0634'1.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LD0634'FROM THE STATION AT ARGYLE, LEE COUNTY, 25 POLES NORTHEAST OF
 LD0634'MILEPOST 250, AT BLOCK SIGNAL 249.2, IN THE TOP OF THE FOUNDATION,
 LD0634'8.5 FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST TRACK, AND
 LD0634'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED M 120 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0683 ***********************************************************************
 LD0683  DESIGNATION -  M 121
 LD0683  PID         -  LD0683
 LD0683  STATE/COUNTY-  IA/VAN BUREN
 LD0683  USGS QUAD   -  MOUNT STERLING (1982)
 LD0683
 LD0683                         *CURRENT SURVEY CONTROL
 LD0683  ___________________________________________________________________
 LD0683* NAD 83(1986)-  40 36 56.     (N)    091 59 47.     (W)     SCALED    
 LD0683* NAVD 88     -       208.130  (meters)     682.84   (feet)  ADJUSTED  
 LD0683  ___________________________________________________________________
 LD0683  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0683  DYNAMIC HT  -         208.028 (meters)     682.51  (feet)  COMP
 LD0683  MODELED GRAV-     980,130.6   (mgal)                       NAVD 88
 LD0683
 LD0683  VERT ORDER  -  SECOND    CLASS 0
 LD0683
 LD0683.The horizontal coordinates were scaled from a topographic map and have
 LD0683.an estimated accuracy of +/- 6 seconds.
 LD0683
 LD0683.The orthometric height was determined by differential leveling
 LD0683.and adjusted by the National Geodetic Survey in June 1991..
 LD0683
 LD0683.The geoid height was determined by GEOID03.
 LD0683
 LD0683.The dynamic height is computed by dividing the NAVD 88
 LD0683.geopotential number by the normal gravity value computed on the
 LD0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0683.degrees latitude (g = 980.6199 gals.).
 LD0683
 LD0683.The modeled gravity was interpolated from observed gravity values.
 LD0683
 LD0683;                    North         East    Units  Estimated Accuracy
 LD0683;SPC IA S     -    69,460.      627,230.      MT  (+/- 180 meters Scaled)
 LD0683
 LD0683                          SUPERSEDED SURVEY CONTROL
 LD0683
 LD0683  NGVD 29 (??/??/92)  208.14   (m)          682.9    (f) COMPUTED    2 0
 LD0683
 LD0683.Superseded values are not recommended for survey control.
 LD0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0683.See file dsdata.txt to determine how the superseded data were derived.
 LD0683
 LD0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE848965(NAD 83)
 LD0683_MARKER: DB = BENCH MARK DISK
 LD0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0683_STAMPING: M 121 1935
 LD0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0683+STABILITY: SURFACE MOTION
 LD0683
 LD0683  HISTORY     - Date     Condition        Report By
 LD0683  HISTORY     - 1935     MONUMENTED       CGS
 LD0683
 LD0683                          STATION DESCRIPTION
 LD0683
 LD0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0683'3.5 MI W FROM MT STERLING.
 LD0683'3.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0683'FROM THE STATION AT MT. STERLING, VAN BUREN COUNTY, 14 POLES
 LD0683'EAST OF MILEPOST 59, AT A ROAD CROSSING, 35 FEET NORTH OF THE
 LD0683'CENTERLINE OF THE TRACK, 27 FEET WEST OF THE CENTERLINE OF THE
 LD0683'ROAD, 5 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER, AND ABOUT
 LD0683'2-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LD0683'M 121 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0606 ***********************************************************************
 LD0606  DESIGNATION -  M 122
 LD0606  PID         -  LD0606
 LD0606  STATE/COUNTY-  IA/LEE
 LD0606  USGS QUAD   -  ARGYLE (1982)
 LD0606
 LD0606                         *CURRENT SURVEY CONTROL
 LD0606  ___________________________________________________________________
 LD0606* NAD 83(1986)-  40 36 57.     (N)    091 33 49.     (W)     SCALED    
 LD0606* NAVD 88     -       214.669  (meters)     704.29   (feet)  ADJUSTED  
 LD0606  ___________________________________________________________________
 LD0606  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0606  DYNAMIC HT  -         214.565 (meters)     703.95  (feet)  COMP
 LD0606  MODELED GRAV-     980,135.6   (mgal)                       NAVD 88
 LD0606
 LD0606  VERT ORDER  -  SECOND    CLASS 0
 LD0606
 LD0606.The horizontal coordinates were scaled from a topographic map and have
 LD0606.an estimated accuracy of +/- 6 seconds.
 LD0606
 LD0606.The orthometric height was determined by differential leveling
 LD0606.and adjusted by the National Geodetic Survey in June 1991..
 LD0606
 LD0606.The geoid height was determined by GEOID03.
 LD0606
 LD0606.The dynamic height is computed by dividing the NAVD 88
 LD0606.geopotential number by the normal gravity value computed on the
 LD0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0606.degrees latitude (g = 980.6199 gals.).
 LD0606
 LD0606.The modeled gravity was interpolated from observed gravity values.
 LD0606
 LD0606;                    North         East    Units  Estimated Accuracy
 LD0606;SPC IA S     -    70,210.      663,850.      MT  (+/- 180 meters Scaled)
 LD0606
 LD0606                          SUPERSEDED SURVEY CONTROL
 LD0606
 LD0606  NGVD 29 (??/??/92)  214.694  (m)          704.38   (f) ADJ UNCH    2 0
 LD0606
 LD0606.Superseded values are not recommended for survey control.
 LD0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0606.See file dsdata.txt to determine how the superseded data were derived.
 LD0606
 LD0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE215971(NAD 83)
 LD0606_MARKER: DB = BENCH MARK DISK
 LD0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0606_STAMPING: M-122 1935
 LD0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0606+STABILITY: SURFACE MOTION
 LD0606
 LD0606  HISTORY     - Date     Condition        Report By
 LD0606  HISTORY     - 1935     MONUMENTED       CGS
 LD0606
 LD0606                          STATION DESCRIPTION
 LD0606
 LD0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0606'1.9 MI S FROM DONNELLSON.
 LD0606'1.9 MILES SOUTH OF C B AND Q RWY AND HWY 161 AT CROSSING ALONG
 LD0606'HIGHWAY 218 AT JUNCTION OF ROAD TO WEST.  SET IN POST, 45 FEET
 LD0606'WEST OF CENTERLINE OF HIGHWAY, 36 FEET SOUTH OF CENTERLINE
 LD0606'OF SIDE ROAD AND 5 FEET SOUTH OF FENCE CORNER.  AT CREST OF CUT,
 LD0606'1 FOOT EAST OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0607 ***********************************************************************
 LD0607  DESIGNATION -  M 122 RESET
 LD0607  PID         -  LD0607
 LD0607  STATE/COUNTY-  IA/LEE
 LD0607  USGS QUAD   -  ARGYLE (1982)
 LD0607
 LD0607                         *CURRENT SURVEY CONTROL
 LD0607  ___________________________________________________________________
 LD0607* NAD 83(1986)-  40 36 57.     (N)    091 33 49.     (W)     SCALED    
 LD0607* NAVD 88     -       214.56   (meters)     703.9    (feet)  RESET     
 LD0607  ___________________________________________________________________
 LD0607  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0607
 LD0607  VERT ORDER  -  THIRD
 LD0607
 LD0607.The horizontal coordinates were scaled from a topographic map and have
 LD0607.an estimated accuracy of +/- 6 seconds.
 LD0607
 LD0607.The orthometric height was computed from unverified reset data.
 LD0607
 LD0607.The geoid height was determined by GEOID03.
 LD0607
 LD0607;                    North         East    Units  Estimated Accuracy
 LD0607;SPC IA S     -    70,210.      663,850.      MT  (+/- 180 meters Scaled)
 LD0607
 LD0607                          SUPERSEDED SURVEY CONTROL
 LD0607
 LD0607  NGVD 29 (??/??/??)  214.59   (m)          704.0    (f) RESET       3  
 LD0607
 LD0607.Superseded values are not recommended for survey control.
 LD0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0607.See file dsdata.txt to determine how the superseded data were derived.
 LD0607
 LD0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE215971(NAD 83)
 LD0607_MARKER: DD = SURVEY DISK
 LD0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0607_STAMPING: M 122 RESET 1959
 LD0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0607+STABILITY: SURFACE MOTION
 LD0607
 LD0607  HISTORY     - Date     Condition        Report By
 LD0607  HISTORY     - 1959     MONUMENTED       IL-103
 LD0607  HISTORY     - 1960     GOOD             NGS
 LD0607
 LD0607                          STATION DESCRIPTION
 LD0607
 LD0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LD0607'1.9 MI S FROM DONNELLSON.
 LD0607'THE MARK IS LOCATED ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY
 LD0607'218 FROM THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY
 LD0607'RAILROAD AT DONNELLSON, RESET AT A POINT 100 FEET EAST OF THE
 LD0607'CENTERLINE OF U.S. HIGHWAY 218, 1 FOOT SOUTH OF A FENCE LINE
 LD0607'ON THE 11/44 SECTION LINE RUNNING EAST THROUGH SEC. 9-T67N-R6W,
 LD0607'IT IS 145 FEET EAST AND 2 FEET NORTH OF THE ORIGINAL LOCATION,
 LD0607'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0608 ***********************************************************************
 LD0608  DESIGNATION -  M 122 RESET
 LD0608  PID         -  LD0608
 LD0608  STATE/COUNTY-  IA/LEE
 LD0608  USGS QUAD   -  ARGYLE (1982)
 LD0608
 LD0608                         *CURRENT SURVEY CONTROL
 LD0608  ___________________________________________________________________
 LD0608* NAD 83(1986)-  40 36 57.     (N)    091 33 49.     (W)     SCALED    
 LD0608* NAVD 88     -       214.39   (+/-2cm)     703.4    (feet)  VERTCON   
 LD0608  ___________________________________________________________________
 LD0608  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0608
 LD0608  VERT ORDER  -  THIRD (See Below)
 LD0608
 LD0608.The horizontal coordinates were scaled from a topographic map and have
 LD0608.an estimated accuracy of +/- 6 seconds.
 LD0608
 LD0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0608.The vertical order pertains to the NGVD 29 superseded value.
 LD0608
 LD0608.The geoid height was determined by GEOID03.
 LD0608
 LD0608;                    North         East    Units  Estimated Accuracy
 LD0608;SPC IA S     -    70,210.      663,850.      MT  (+/- 180 meters Scaled)
 LD0608
 LD0608                          SUPERSEDED SURVEY CONTROL
 LD0608
 LD0608  NGVD 29 (05/12/04)  214.41   (m)          703.4    (f) RESET       3  
 LD0608
 LD0608.Superseded values are not recommended for survey control.
 LD0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0608.See file dsdata.txt to determine how the superseded data were derived.
 LD0608
 LD0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE215971(NAD 83)
 LD0608_MARKER: DB = BENCH MARK DISK
 LD0608_SETTING: 0 = UNSPECIFIED SETTING
 LD0608_STAMPING: M 122 RESET 1975
 LD0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0608
 LD0608  HISTORY     - Date     Condition        Report By
 LD0608  HISTORY     - 1975     MONUMENTED       NGS
 LD0608
 LD0608                          STATION DESCRIPTION
 LD0608
 LD0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LD0608'1.9 MI S FROM DONNELLSON.
 LD0608'1.9 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE JUNCTION OF
 LD0608'U.S. HIGHWAY 218 AND STATE HIGHWAY 2 IN DONNELLSON, 72 FEET EAST
 LD0608'OF THE CENTER OF HIGHWAY 218, 35 FEET SOUTHEAST OF A CORNER FENCE
 LD0608'POST, 1 FOOT WEST OF THE RIGHT-OF-FENCE AND 1 FOOT NORTHWEST
 LD0608'OF A METAL WITNESS POST.  A 4 INCH CAST ALUMINUM BENCH MARK
 LD0608'STAMPED M 122 RESET 1975 AND SET FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0487 ***********************************************************************
 MG0487  DESIGNATION -  M 123
 MG0487  PID         -  MG0487
 MG0487  STATE/COUNTY-  IA/WASHINGTON
 MG0487  USGS QUAD   -  CRAWFORDSVILLE (1981)
 MG0487
 MG0487                         *CURRENT SURVEY CONTROL
 MG0487  ___________________________________________________________________
 MG0487* NAD 83(1986)-  41 10 39.     (N)    091 32 15.     (W)     SCALED    
 MG0487* NAVD 88     -       199.347  (meters)     654.02   (feet)  ADJUSTED  
 MG0487  ___________________________________________________________________
 MG0487  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MG0487  DYNAMIC HT  -         199.262 (meters)     653.75  (feet)  COMP
 MG0487  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 MG0487
 MG0487  VERT ORDER  -  SECOND    CLASS 0
 MG0487
 MG0487.The horizontal coordinates were scaled from a topographic map and have
 MG0487.an estimated accuracy of +/- 6 seconds.
 MG0487
 MG0487.The orthometric height was determined by differential leveling
 MG0487.and adjusted by the National Geodetic Survey in June 1991..
 MG0487
 MG0487.The geoid height was determined by GEOID03.
 MG0487
 MG0487.The dynamic height is computed by dividing the NAVD 88
 MG0487.geopotential number by the normal gravity value computed on the
 MG0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0487.degrees latitude (g = 980.6199 gals.).
 MG0487
 MG0487.The modeled gravity was interpolated from observed gravity values.
 MG0487
 MG0487;                    North         East    Units  Estimated Accuracy
 MG0487;SPC IA S     -   132,620.      664,650.      MT  (+/- 180 meters Scaled)
 MG0487
 MG0487                          SUPERSEDED SURVEY CONTROL
 MG0487
 MG0487  NGVD 29 (??/??/92)  199.392  (m)          654.17   (f) ADJ UNCH    2 0
 MG0487
 MG0487.Superseded values are not recommended for survey control.
 MG0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0487.See file dsdata.txt to determine how the superseded data were derived.
 MG0487
 MG0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF226594(NAD 83)
 MG0487_MARKER: DB = BENCH MARK DISK
 MG0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0487_SP_SET: CULVERT
 MG0487_STAMPING: M 123 1935
 MG0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0487
 MG0487  HISTORY     - Date     Condition        Report By
 MG0487  HISTORY     - 1935     MONUMENTED       CGS
 MG0487  HISTORY     - 1941     GOOD             NGS
 MG0487
 MG0487                          STATION DESCRIPTION
 MG0487
 MG0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0487'3 MI S FROM CRAWFORDSVILLE.
 MG0487'3.0 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM A CROSSING OF THE
 MG0487'CHICAGO, BURLINGTON AND QUINCY RAILROAD AT CRAWFORDSVILLE, AT
 MG0487'A CONCRETE AND STEEL CULVERT, IN THE TOP OF THE SOUTHEAST
 MG0487'HEADWALL, 3 FEET NORTHEAST OF THE SOUTHWEST END, AND 8 INCHES
 MG0487'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 123 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0488 ***********************************************************************
 MG0488  DESIGNATION -  M 123 RESET
 MG0488  PID         -  MG0488
 MG0488  STATE/COUNTY-  IA/WASHINGTON
 MG0488  USGS QUAD   -  CRAWFORDSVILLE (1981)
 MG0488
 MG0488                         *CURRENT SURVEY CONTROL
 MG0488  ___________________________________________________________________
 MG0488* NAD 83(1986)-  41 10 39.     (N)    091 32 15.     (W)     SCALED    
 MG0488* NAVD 88     -       199.64   (meters)     655.0    (feet)  RESET     
 MG0488  ___________________________________________________________________
 MG0488  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MG0488
 MG0488  VERT ORDER  -  THIRD
 MG0488
 MG0488.The horizontal coordinates were scaled from a topographic map and have
 MG0488.an estimated accuracy of +/- 6 seconds.
 MG0488
 MG0488.The orthometric height was computed from unverified reset data.
 MG0488
 MG0488.The geoid height was determined by GEOID03.
 MG0488
 MG0488;                    North         East    Units  Estimated Accuracy
 MG0488;SPC IA S     -   132,620.      664,650.      MT  (+/- 180 meters Scaled)
 MG0488
 MG0488                          SUPERSEDED SURVEY CONTROL
 MG0488
 MG0488.No superseded survey control is available for this station.
 MG0488
 MG0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF226594(NAD 83)
 MG0488_MARKER: DB = BENCH MARK DISK
 MG0488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0488_SP_SET: BRIDGE
 MG0488_STAMPING: M 123 RESET 1964
 MG0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0488
 MG0488  HISTORY     - Date     Condition        Report By
 MG0488  HISTORY     - 1964     MONUMENTED       IAHD
 MG0488
 MG0488                          STATION DESCRIPTION
 MG0488
 MG0488'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1964
 MG0488'3 MI S FROM CRAWFORDSVILLE.
 MG0488'ABOUT 3.0 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM A CROSSING
 MG0488'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT CRAWFORDSVILLE,
 MG0488'ON A 176 FT X 30 FT CONTINUOUS CONCRETE SLAB BRIDGE IN THE TOP
 MG0488'OF THE EASTLY CURB 6 FEET NORTHERLY OF THE SOUTH END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0501 ***********************************************************************
 MG0501  DESIGNATION -  M 124
 MG0501  PID         -  MG0501
 MG0501  STATE/COUNTY-  IA/JEFFERSON
 MG0501  USGS QUAD   -  FAIRFIELD NORTH (1980)
 MG0501
 MG0501                         *CURRENT SURVEY CONTROL
 MG0501  ___________________________________________________________________
 MG0501* NAD 83(1986)-  41 00 39.     (N)    091 57 44.     (W)     SCALED    
 MG0501* NAVD 88     -       235.123  (meters)     771.40   (feet)  ADJUSTED  
 MG0501  ___________________________________________________________________
 MG0501  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0501  DYNAMIC HT  -         235.016 (meters)     771.05  (feet)  COMP
 MG0501  MODELED GRAV-     980,167.0   (mgal)                       NAVD 88
 MG0501
 MG0501  VERT ORDER  -  SECOND    CLASS 0
 MG0501
 MG0501.The horizontal coordinates were scaled from a topographic map and have
 MG0501.an estimated accuracy of +/- 6 seconds.
 MG0501
 MG0501.The orthometric height was determined by differential leveling
 MG0501.and adjusted by the National Geodetic Survey in June 1991..
 MG0501
 MG0501.The geoid height was determined by GEOID03.
 MG0501
 MG0501.The dynamic height is computed by dividing the NAVD 88
 MG0501.geopotential number by the normal gravity value computed on the
 MG0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0501.degrees latitude (g = 980.6199 gals.).
 MG0501
 MG0501.The modeled gravity was interpolated from observed gravity values.
 MG0501
 MG0501;                    North         East    Units  Estimated Accuracy
 MG0501;SPC IA S     -   113,400.      629,350.      MT  (+/- 180 meters Scaled)
 MG0501
 MG0501                          SUPERSEDED SURVEY CONTROL
 MG0501
 MG0501  NGVD 29 (??/??/92)  235.162  (m)          771.53   (f) ADJ UNCH    2 0
 MG0501
 MG0501.Superseded values are not recommended for survey control.
 MG0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0501.See file dsdata.txt to determine how the superseded data were derived.
 MG0501
 MG0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF872404(NAD 83)
 MG0501_MARKER: DB = BENCH MARK DISK
 MG0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0501_STAMPING: M 124 1935
 MG0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0501+STABILITY: SURFACE MOTION
 MG0501
 MG0501  HISTORY     - Date     Condition        Report By
 MG0501  HISTORY     - 1935     MONUMENTED       CGS
 MG0501  HISTORY     - 1976     MARK NOT FOUND   USGS
 MG0501
 MG0501                          STATION DESCRIPTION
 MG0501
 MG0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MG0501'AT FAIRFIELD.
 MG0501'AT FAIRFIELD, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 MG0501'150 FEET EAST OF THE STATION, AT A STREET CROSSING, 44 FEET WEST
 MG0501'OF THE CENTERLINE OF THE STREET, 15 FEET SOUTH OF THE CENTERLINE OF
 MG0501'THE SOUTH TRACK, AND AT THE NORTHEAST CORNER OF THE EAST RAILROAD
 MG0501'PARK.  A STANDARD DISK, STAMPED M 124 1935 AND SET IN THE TOP
 MG0501'OF A CONCRETE POST.
 MG0501
 MG0501                          STATION RECOVERY (1976)
 MG0501
 MG0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MG0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0513 ***********************************************************************
 LD0513  DESIGNATION -  M 125
 LD0513  PID         -  LD0513
 LD0513  STATE/COUNTY-  IA/HENRY
 LD0513  USGS QUAD   -  NEW LONDON (1981)
 LD0513
 LD0513                         *CURRENT SURVEY CONTROL
 LD0513  ___________________________________________________________________
 LD0513* NAD 83(1986)-  40 55 55.     (N)    091 24 20.     (W)     SCALED    
 LD0513* NAVD 88     -       236.268  (meters)     775.16   (feet)  ADJUSTED  
 LD0513  ___________________________________________________________________
 LD0513  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 LD0513  DYNAMIC HT  -         236.160 (meters)     774.80  (feet)  COMP
 LD0513  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 LD0513
 LD0513  VERT ORDER  -  SECOND    CLASS 0
 LD0513
 LD0513.The horizontal coordinates were scaled from a topographic map and have
 LD0513.an estimated accuracy of +/- 6 seconds.
 LD0513
 LD0513.The orthometric height was determined by differential leveling
 LD0513.and adjusted by the National Geodetic Survey in June 1991..
 LD0513
 LD0513.The geoid height was determined by GEOID03.
 LD0513
 LD0513.The dynamic height is computed by dividing the NAVD 88
 LD0513.geopotential number by the normal gravity value computed on the
 LD0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0513.degrees latitude (g = 980.6199 gals.).
 LD0513
 LD0513.The modeled gravity was interpolated from observed gravity values.
 LD0513
 LD0513;                    North         East    Units  Estimated Accuracy
 LD0513;SPC IA S     -   105,610.      676,370.      MT  (+/- 180 meters Scaled)
 LD0513
 LD0513                          SUPERSEDED SURVEY CONTROL
 LD0513
 LD0513  NGVD 29 (??/??/??)  236.26   (m)          775.1    (f) RESET       3  
 LD0513
 LD0513.Superseded values are not recommended for survey control.
 LD0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0513.See file dsdata.txt to determine how the superseded data were derived.
 LD0513
 LD0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF342324(NAD 83)
 LD0513_MARKER: DB = BENCH MARK DISK
 LD0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0513_STAMPING: M-125 1935
 LD0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0513+STABILITY: SURFACE MOTION
 LD0513
 LD0513  HISTORY     - Date     Condition        Report By
 LD0513  HISTORY     - 1935     MONUMENTED       CGS
 LD0513
 LD0513                          STATION DESCRIPTION
 LD0513
 LD0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0513'AT NEW LONDON.
 LD0513'ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT ROAD CROSSING,
 LD0513'0.5 MILES NORTHWEST OF DEPOT.  SET IN POST, 80 FEET NORTH OF BLOCK
 LD0513'SIGNAL S-2252, 30 FEET SOUTHEAST OF CENTERLINE OF ROAD AND 30
 LD0513'FEET NORTHEAST OF CENTERLINE OF NORTHEAST MAIN TRACKS.  3 FEET
 LD0513'SOUTHWEST OF TELEGRAPH POLE AND ABOUT LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0514 ***********************************************************************
 LD0514  DESIGNATION -  M 125 RESET
 LD0514  PID         -  LD0514
 LD0514  STATE/COUNTY-  IA/HENRY
 LD0514  USGS QUAD   -  NEW LONDON (1981)
 LD0514
 LD0514                         *CURRENT SURVEY CONTROL
 LD0514  ___________________________________________________________________
 LD0514* NAD 83(1986)-  40 55 55.     (N)    091 24 18.     (W)     SCALED    
 LD0514* NAVD 88     -       236.22   (meters)     775.0    (feet)  RESET     
 LD0514  ___________________________________________________________________
 LD0514  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 LD0514
 LD0514  VERT ORDER  -  THIRD
 LD0514
 LD0514.The horizontal coordinates were scaled from a topographic map and have
 LD0514.an estimated accuracy of +/- 6 seconds.
 LD0514
 LD0514.The orthometric height was computed from unverified reset data.
 LD0514
 LD0514.The geoid height was determined by GEOID03.
 LD0514
 LD0514;                    North         East    Units  Estimated Accuracy
 LD0514;SPC IA S     -   105,620.      676,420.      MT  (+/- 180 meters Scaled)
 LD0514
 LD0514                          SUPERSEDED SURVEY CONTROL
 LD0514
 LD0514.No superseded survey control is available for this station.
 LD0514
 LD0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF342324(NAD 83)
 LD0514_MARKER: DB = BENCH MARK DISK
 LD0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0514_STAMPING: M 125 RESET 1937
 LD0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0514+STABILITY: SURFACE MOTION
 LD0514
 LD0514  HISTORY     - Date     Condition        Report By
 LD0514  HISTORY     - 1937     MONUMENTED       INHD
 LD0514
 LD0514                          STATION DESCRIPTION
 LD0514
 LD0514'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 1937
 LD0514'0.5 MI NW FROM NEW LONDON.
 LD0514'0.5 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0514'RAILROAD FROM THE STATION AT NEW LONDON, HENRY COUNTY, AT A
 LD0514'COUNTY-ROAD UNDERPASS, 108.3 FEET WEST OF THE CENTERLINE OF THE
 LD0514'ROAD, 26.9 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, AND
 LD0514'4.8 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0444 ***********************************************************************
 MG0444  DESIGNATION -  M 126=58 35
 MG0444  PID         -  MG0444
 MG0444  STATE/COUNTY-  IA/LOUISA
 MG0444  USGS QUAD   -  MEDIAPOLIS (1965)
 MG0444
 MG0444                         *CURRENT SURVEY CONTROL
 MG0444  ___________________________________________________________________
 MG0444* NAD 83(1986)-  41 05 17.     (N)    091 11 32.     (W)     SCALED    
 MG0444* NAVD 88     -       222.459  (meters)     729.85   (feet)  ADJUSTED  
 MG0444  ___________________________________________________________________
 MG0444  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MG0444  DYNAMIC HT  -         222.361 (meters)     729.53  (feet)  COMP
 MG0444  MODELED GRAV-     980,177.6   (mgal)                       NAVD 88
 MG0444
 MG0444  VERT ORDER  -  SECOND    CLASS 0
 MG0444
 MG0444.The horizontal coordinates were scaled from a topographic map and have
 MG0444.an estimated accuracy of +/- 6 seconds.
 MG0444
 MG0444.The orthometric height was determined by differential leveling
 MG0444.and adjusted by the National Geodetic Survey in June 1991..
 MG0444
 MG0444.The geoid height was determined by GEOID03.
 MG0444
 MG0444.The dynamic height is computed by dividing the NAVD 88
 MG0444.geopotential number by the normal gravity value computed on the
 MG0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0444.degrees latitude (g = 980.6199 gals.).
 MG0444
 MG0444.The modeled gravity was interpolated from observed gravity values.
 MG0444
 MG0444;                    North         East    Units  Estimated Accuracy
 MG0444;SPC IA S     -   123,400.      693,870.      MT  (+/- 180 meters Scaled)
 MG0444
 MG0444                          SUPERSEDED SURVEY CONTROL
 MG0444
 MG0444  NGVD 29 (??/??/92)  222.511  (m)          730.02   (f) ADJ UNCH    2 0
 MG0444
 MG0444.Superseded values are not recommended for survey control.
 MG0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0444.See file dsdata.txt to determine how the superseded data were derived.
 MG0444
 MG0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF518501(NAD 83)
 MG0444_MARKER: DD = SURVEY DISK
 MG0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0444_STAMPING: 58-35 M 126 1935
 MG0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0444+STABILITY: SURFACE MOTION
 MG0444
 MG0444  HISTORY     - Date     Condition        Report By
 MG0444  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0444  HISTORY     - 1935     GOOD             NGS
 MG0444
 MG0444                          STATION DESCRIPTION
 MG0444
 MG0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MG0444'0.5 MI W FROM NEWPORT.
 MG0444'0.5 MILE WEST ALONG STATE HIGHWAY 78 FROM THE JUNCTION OF U.S.
 MG0444'HIGHWAY 61 AT NEWPORT, LOUISA COUNTY, AT THE S. BAIRD PROPERTY,
 MG0444'43 FEET EAST OF A CONCRETE WALK LEADING TO A TWO-STORY HOUSE,
 MG0444'66 FEET NORTH OF A WHITE PINE TREE, 4 FEET SOUTHWEST OF POLE
 MG0444'20, AND BETWEEN THE BACK S SLOPE AND A FENCE NORTH OF THE HIGHWAY.
 MG0444'A STATE SURVEY STANDARD DISK, STAMPED 58-35 M 126 1935 AND
 MG0444'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0928 ***********************************************************************
 MJ0928  DESIGNATION -  M 127
 MJ0928  PID         -  MJ0928
 MJ0928  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0928  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0928
 MJ0928                         *CURRENT SURVEY CONTROL
 MJ0928  ___________________________________________________________________
 MJ0928* NAD 83(1986)-  41 17 06.     (N)    095 55 45.     (W)     SCALED    
 MJ0928* NAVD 88     -       299.148  (meters)     981.45   (feet)  ADJUSTED  
 MJ0928  ___________________________________________________________________
 MJ0928  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MJ0928  DYNAMIC HT  -         299.022 (meters)     981.04  (feet)  COMP
 MJ0928  MODELED GRAV-     980,195.9   (mgal)                       NAVD 88
 MJ0928
 MJ0928  VERT ORDER  -  FIRST     CLASS II
 MJ0928
 MJ0928.The horizontal coordinates were scaled from a topographic map and have
 MJ0928.an estimated accuracy of +/- 6 seconds.
 MJ0928
 MJ0928.The orthometric height was determined by differential leveling
 MJ0928.and adjusted by the National Geodetic Survey in June 1991..
 MJ0928
 MJ0928.The geoid height was determined by GEOID03.
 MJ0928
 MJ0928.The dynamic height is computed by dividing the NAVD 88
 MJ0928.geopotential number by the normal gravity value computed on the
 MJ0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0928.degrees latitude (g = 980.6199 gals.).
 MJ0928
 MJ0928.The modeled gravity was interpolated from observed gravity values.
 MJ0928
 MJ0928;                    North         East    Units  Estimated Accuracy
 MJ0928;SPC IA S     -   145,540.      296,540.      MT  (+/- 180 meters Scaled)
 MJ0928
 MJ0928                          SUPERSEDED SURVEY CONTROL
 MJ0928
 MJ0928  NGVD 29 (??/??/92)  299.022  (m)          981.04   (f) ADJ UNCH    1 2
 MJ0928
 MJ0928.Superseded values are not recommended for survey control.
 MJ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0928.See file dsdata.txt to determine how the superseded data were derived.
 MJ0928
 MJ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF547745(NAD 83)
 MJ0928_MARKER: DB = BENCH MARK DISK
 MJ0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0928_STAMPING: M 127 1947
 MJ0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0928+STABILITY: SURFACE MOTION
 MJ0928
 MJ0928  HISTORY     - Date     Condition        Report By
 MJ0928  HISTORY     - 1947     MONUMENTED       CGS
 MJ0928  HISTORY     - 1976     GOOD             LOCSUR
 MJ0928  HISTORY     - 19890823 MARK NOT FOUND   NGS
 MJ0928
 MJ0928                          STATION DESCRIPTION
 MJ0928
 MJ0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0928'AT OMAHA.
 MJ0928'AT OMAHA, 47.9 FEET SOUTH OF THE CENTER OF THE FRONT ENTRANCE TO
 MJ0928'THE 1 STORY FRAME BUILDING OF THE PIERCE-THOMAS SERVICE STATION,
 MJ0928'21.8 FEET NORTH OF THE NORTH EDGE OF THE CONCRETE PAVEMENT OF
 MJ0928'LOCUST STREET, IN A SMALL PLOT BETWEEN THE HIGHWAY AND THE
 MJ0928'GASOLINE PUMPS, 341.9 FEET EAST OF THE EAST END OF THE CONCRETE
 MJ0928'SIDEWALK ALONG THE NORTH SIDE OF THE LOCUST STREET BRIDGE, 24.5
 MJ0928'FEET WEST OF THE 4TH POWER POLE EAST OF THE BRIDGE, 4 FEET NORTH
 MJ0928'OF THE LINE OF POWER LINE POLES, 6.9 FEET SOUTH OF THE NORTH FACE
 MJ0928'OF THE CURB FOR THE DRIVE TO THE GASOLINE PUMPS, 5 FEET NORTH OF
 MJ0928'THE EXTENSION OF THE NORTH CENTER LINE OF THE LOCUST STREET BRIDGE
 MJ0928'SIDEWALK, 5 FEET NORTH OF THE JUNCTION OF LINES ON TOP OF A 1 FOOT
 MJ0928'SQUARE CONCRETE BLOCK WHICH IS FLUSH WITH THE GROUND AND WHICH HAS
 MJ0928'USBM 5 AND A LINE POINTING TOWARDS THE BENCH MARK STENCILED ON
 MJ0928'THE TOP, SET IN THE TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
 MJ0928
 MJ0928                          STATION RECOVERY (1976)
 MJ0928
 MJ0928'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0928'RECOVERED IN GOOD CONDITION.
 MJ0928
 MJ0928                          STATION RECOVERY (1989)
 MJ0928
 MJ0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0147 ***********************************************************************
 NM0147  DESIGNATION -  M 128
 NM0147  PID         -  NM0147
 NM0147  STATE/COUNTY-  IA/WOODBURY
 NM0147  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM0147
 NM0147                         *CURRENT SURVEY CONTROL
 NM0147  ___________________________________________________________________
 NM0147* NAD 83(1986)-  42 22 56.     (N)    096 20 27.     (W)     SCALED    
 NM0147* NAVD 88     -       331.835  (meters)    1088.70   (feet)  ADJUSTED  
 NM0147  ___________________________________________________________________
 NM0147  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 NM0147  DYNAMIC HT  -         331.728 (meters)    1088.34  (feet)  COMP
 NM0147  MODELED GRAV-     980,291.3   (mgal)                       NAVD 88
 NM0147
 NM0147  VERT ORDER  -  FIRST     CLASS II
 NM0147
 NM0147.The horizontal coordinates were scaled from a topographic map and have
 NM0147.an estimated accuracy of +/- 6 seconds.
 NM0147
 NM0147.The orthometric height was determined by differential leveling
 NM0147.and adjusted by the National Geodetic Survey in June 1991..
 NM0147
 NM0147.The geoid height was determined by GEOID03.
 NM0147
 NM0147.The dynamic height is computed by dividing the NAVD 88
 NM0147.geopotential number by the normal gravity value computed on the
 NM0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0147.degrees latitude (g = 980.6199 gals.).
 NM0147
 NM0147.The modeled gravity was interpolated from observed gravity values.
 NM0147
 NM0147;                    North         East    Units  Estimated Accuracy
 NM0147;SPC IA N     - 1,101,920.    1,266,100.      MT  (+/- 180 meters Scaled)
 NM0147
 NM0147                          SUPERSEDED SURVEY CONTROL
 NM0147
 NM0147  NGVD 29 (??/??/92)  331.674  (m)         1088.17   (f) ADJ UNCH    1 2
 NM0147
 NM0147.Superseded values are not recommended for survey control.
 NM0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0147.See file dsdata.txt to determine how the superseded data were derived.
 NM0147
 NM0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM189956(NAD 83)
 NM0147_MARKER: DB = BENCH MARK DISK
 NM0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0147_STAMPING: M 128 1948
 NM0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0147+STABILITY: SURFACE MOTION
 NM0147
 NM0147  HISTORY     - Date     Condition        Report By
 NM0147  HISTORY     - 1948     MONUMENTED       CGS
 NM0147  HISTORY     - 1958     GOOD             NGS
 NM0147  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0147
 NM0147                          STATION DESCRIPTION
 NM0147
 NM0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0147'1.9 MI SE FROM SERGEANT BLUFF.
 NM0147'1.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0147'FROM THE STATION AT SERGEANT BLUFF, AT THE JUNCTION OF U.S.
 NM0147'HIGHWAY 75 AND STATE HIGHWAY 230, 165 YARDS (PACED) NORTH OF THE
 NM0147'INTERSECTION OF THE CENTER LINES OF THE HIGHWAYS, 269.1 FEET
 NM0147'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 237.6 FEET SOUTH OF
 NM0147'THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT, 59.0
 NM0147'FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 230, 3.8 FEET SOUTH
 NM0147'OF THE MOST NORTHERLY POWER POLE ON THE EAST SIDE OF STATE HIGHWAY
 NM0147'230, 2.5 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM0147'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 NM0147
 NM0147                          STATION RECOVERY (1958)
 NM0147
 NM0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 NM0147'RECOVERED IN GOOD CONDITION.
 NM0147
 NM0147                          STATION RECOVERY (1989)
 NM0147
 NM0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0108 ***********************************************************************
 NM0108  DESIGNATION -  M 129
 NM0108  PID         -  NM0108
 NM0108  STATE/COUNTY-  IA/MONONA
 NM0108  USGS QUAD   -  SLOAN (1969)
 NM0108
 NM0108                         *CURRENT SURVEY CONTROL
 NM0108  ___________________________________________________________________
 NM0108* NAD 83(1986)-  42 11 09.     (N)    096 11 39.     (W)     SCALED    
 NM0108* NAVD 88     -       324.700  (meters)    1065.29   (feet)  ADJUSTED  
 NM0108  ___________________________________________________________________
 NM0108  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 NM0108  DYNAMIC HT  -         324.589 (meters)    1064.92  (feet)  COMP
 NM0108  MODELED GRAV-     980,271.4   (mgal)                       NAVD 88
 NM0108
 NM0108  VERT ORDER  -  FIRST     CLASS II
 NM0108
 NM0108.The horizontal coordinates were scaled from a topographic map and have
 NM0108.an estimated accuracy of +/- 6 seconds.
 NM0108
 NM0108.The orthometric height was determined by differential leveling
 NM0108.and adjusted by the National Geodetic Survey in June 1991..
 NM0108
 NM0108.The geoid height was determined by GEOID03.
 NM0108
 NM0108.The dynamic height is computed by dividing the NAVD 88
 NM0108.geopotential number by the normal gravity value computed on the
 NM0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0108.degrees latitude (g = 980.6199 gals.).
 NM0108
 NM0108.The modeled gravity was interpolated from observed gravity values.
 NM0108
 NM0108;                    North         East    Units  Estimated Accuracy
 NM0108;SPC IA N     - 1,079,730.    1,277,480.      MT  (+/- 180 meters Scaled)
 NM0108
 NM0108                          SUPERSEDED SURVEY CONTROL
 NM0108
 NM0108  NGVD 29 (??/??/92)  324.556  (m)         1064.81   (f) ADJ UNCH    1 2
 NM0108
 NM0108.Superseded values are not recommended for survey control.
 NM0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0108.See file dsdata.txt to determine how the superseded data were derived.
 NM0108
 NM0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM317742(NAD 83)
 NM0108_MARKER: DB = BENCH MARK DISK
 NM0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0108_STAMPING: M 129 1948
 NM0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0108+STABILITY: SURFACE MOTION
 NM0108
 NM0108  HISTORY     - Date     Condition        Report By
 NM0108  HISTORY     - 1948     MONUMENTED       CGS
 NM0108  HISTORY     - 19890831 MARK NOT FOUND   NGS
 NM0108
 NM0108                          STATION DESCRIPTION
 NM0108
 NM0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0108'3.7 MI SE FROM SLOAN.
 NM0108'3.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0108'FROM THE STATION AT SLOAN, 4.65 MILES NORTHWEST ALONG THE
 NM0108'CHICAGO AND NORTH WESTERN RAILROAD FROM THE STATION AT WHITING,
 NM0108'AT A ROAD CROSSING, 0.1 MILE EAST OF A FARMHOUSE WHICH IS ON
 NM0108'THE NORTH SIDE OF AN EAST AND WEST ROAD, 128.0 FEET SOUTHWEST
 NM0108'OF THE CENTER LINE OF U.S. HIGHWAY 75, 64.0 FEET SOUTH OF THE
 NM0108'CENTER LINE OF AN EAST AND WEST ROAD, 47.8 FEET SOUTHWEST OF
 NM0108'THE SOUTHWEST RAIL, 15.0 FEET NORTHEAST OF THE CENTER LINE OF
 NM0108'A TRACK ROAD LEADING SOUTH ALONG THE RAILROAD RIGHT OF WAY FENCE,
 NM0108'1.5 FEET NORTHWEST O A WITNESS POST, MIDWAY BETWEEN TWO TELEPHONE
 NM0108'POLES WHICH ARE 6.3 FEET APART, SET IN THE TOP OF A CONCRETE
 NM0108'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 NM0108
 NM0108                          STATION RECOVERY (1989)
 NM0108
 NM0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0108'THERE IS NOW A TRACK ROAD AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0145 ***********************************************************************
 NL0145  DESIGNATION -  M 13
 NL0145  PID         -  NL0145
 NL0145  STATE/COUNTY-  IA/CALHOUN
 NL0145  USGS QUAD   -  ROCKWELL CITY (1980)
 NL0145
 NL0145                         *CURRENT SURVEY CONTROL
 NL0145  ___________________________________________________________________
 NL0145* NAD 83(1986)-  42 24 00.     (N)    094 38 23.     (W)     SCALED    
 NL0145* NAVD 88     -       374.877  (meters)    1229.91   (feet)  ADJUSTED  
 NL0145  ___________________________________________________________________
 NL0145  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 NL0145  DYNAMIC HT  -         374.736 (meters)    1229.45  (feet)  COMP
 NL0145  MODELED GRAV-     980,234.1   (mgal)                       NAVD 88
 NL0145
 NL0145  VERT ORDER  -  FIRST     CLASS II
 NL0145
 NL0145.The horizontal coordinates were scaled from a topographic map and have
 NL0145.an estimated accuracy of +/- 6 seconds.
 NL0145
 NL0145.The orthometric height was determined by differential leveling
 NL0145.and adjusted by the National Geodetic Survey in June 1991..
 NL0145
 NL0145.The geoid height was determined by GEOID03.
 NL0145
 NL0145.The dynamic height is computed by dividing the NAVD 88
 NL0145.geopotential number by the normal gravity value computed on the
 NL0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0145.degrees latitude (g = 980.6199 gals.).
 NL0145
 NL0145.The modeled gravity was interpolated from observed gravity values.
 NL0145
 NL0145;                    North         East    Units  Estimated Accuracy
 NL0145;SPC IA N     - 1,100,600.    1,406,170.      MT  (+/- 180 meters Scaled)
 NL0145
 NL0145                          SUPERSEDED SURVEY CONTROL
 NL0145
 NL0145  NGVD 29 (??/??/92)  374.792  (m)         1229.63   (f) ADJ UNCH    1 2
 NL0145
 NL0145.Superseded values are not recommended for survey control.
 NL0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0145.See file dsdata.txt to determine how the superseded data were derived.
 NL0145
 NL0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG650954(NAD 83)
 NL0145_MARKER: DB = BENCH MARK DISK
 NL0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0145_STAMPING: 1229.630 M 13 1933
 NL0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0145+STABILITY: SURFACE MOTION
 NL0145
 NL0145  HISTORY     - Date     Condition        Report By
 NL0145  HISTORY     - 1933     MONUMENTED       CGS
 NL0145  HISTORY     - 1935     GOOD             NGS
 NL0145
 NL0145                          STATION DESCRIPTION
 NL0145
 NL0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NL0145'0.5 MI NW FROM ROCKWELL CITY.
 NL0145'1/2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0145'PACIFIC RAILROAD FROM THE STATION AT ROCKWELL CITY, CALHOUN
 NL0145'COUNTY, 92 FEET EAST OF THE WEST POINT OF THE SWITCH OF A WYE,
 NL0145'31 FEET EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH GRAVEL
 NL0145'ROAD, 30 YARDS SOUTHWEST OF A HOUSE OWNED IN 1933 BY L.A.
 NL0145'GOCHIGIAN, 34.4 FEET NORTH OF THE NORTH RAIL OF THE WYE TRACK,
 NL0145'5.5 FEET EAST OF A POLE, AND 4 FEET SOUTHEAST OF THE SOUTHWEST
 NL0145'CORNER OF A GARDEN FENCE.  A STANDARD DISK, STAMPED 1229.630
 NL0145'M 13 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0846 ***********************************************************************
 MJ0846  DESIGNATION -  M 130
 MJ0846  PID         -  MJ0846
 MJ0846  STATE/COUNTY-  IA/MILLS
 MJ0846  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0846
 MJ0846                         *CURRENT SURVEY CONTROL
 MJ0846  ___________________________________________________________________
 MJ0846* NAD 83(1986)-  41 07 21.     (N)    095 50 51.     (W)     SCALED    
 MJ0846* NAVD 88     -       295.581  (meters)     969.75   (feet)  ADJUSTED  
 MJ0846  ___________________________________________________________________
 MJ0846  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 MJ0846  DYNAMIC HT  -         295.461 (meters)     969.36  (feet)  COMP
 MJ0846  MODELED GRAV-     980,209.3   (mgal)                       NAVD 88
 MJ0846
 MJ0846  VERT ORDER  -  SECOND    CLASS 0
 MJ0846
 MJ0846.The horizontal coordinates were scaled from a topographic map and have
 MJ0846.an estimated accuracy of +/- 6 seconds.
 MJ0846
 MJ0846.The orthometric height was determined by differential leveling
 MJ0846.and adjusted by the National Geodetic Survey in June 1991..
 MJ0846
 MJ0846.The geoid height was determined by GEOID03.
 MJ0846
 MJ0846.The dynamic height is computed by dividing the NAVD 88
 MJ0846.geopotential number by the normal gravity value computed on the
 MJ0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0846.degrees latitude (g = 980.6199 gals.).
 MJ0846
 MJ0846.The modeled gravity was interpolated from observed gravity values.
 MJ0846
 MJ0846;                    North         East    Units  Estimated Accuracy
 MJ0846;SPC IA S     -   127,310.      302,890.      MT  (+/- 180 meters Scaled)
 MJ0846
 MJ0846                          SUPERSEDED SURVEY CONTROL
 MJ0846
 MJ0846  NGVD 29 (??/??/92)  295.489  (m)          969.45   (f) ADJ UNCH    2 0
 MJ0846
 MJ0846.Superseded values are not recommended for survey control.
 MJ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0846.See file dsdata.txt to determine how the superseded data were derived.
 MJ0846
 MJ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF609562(NAD 83)
 MJ0846_MARKER: DB = BENCH MARK DISK
 MJ0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0846_STAMPING: M 130 1948
 MJ0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0846+STABILITY: SURFACE MOTION
 MJ0846
 MJ0846  HISTORY     - Date     Condition        Report By
 MJ0846  HISTORY     - 1948     MONUMENTED       CGS
 MJ0846
 MJ0846                          STATION DESCRIPTION
 MJ0846
 MJ0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0846'11.3 MI SW FROM COUNCIL BLUFFS.
 MJ0846'9.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0846'FROM THE STATION AT COUNCIL BLUFFS, THENCE 1.8 MILES WEST ALONG
 MJ0846'A GRAVEL ROAD, AT EUREKA SCHOOL NO. 1, ABOUT MIDWAY BETWEEN A
 MJ0846'SYCAMORE TREE AND A BOX ELDER TREE WHICH AREA THE 4TH AND 5TH
 MJ0846'TREES SOUTHEAST OF THE NORTHWEST END OF A ROW OF EIGHT TREES IN
 MJ0846'FRONT OF THE SCHOOL BUILDING, 74.0 FEET SOUTH OF THE CENTER OF
 MJ0846'THE JUNCTION OF THE GRAVEL ROAD AND A DIRT ROAD LEADING WEST,
 MJ0846'52.0 FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 40.4
 MJ0846'FEET EAST OF THE CENTER OF THE NORTHEAST (FRONT) ENTRANCE TO THE
 MJ0846'SCHOOL, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT
 MJ0846'ABOVE THE GROUND.  MARK IS 0.2 MILE EAST AND 1.15 MILES SOUTH
 MJ0846'AND SOUTHEAST OF P 130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0787 ***********************************************************************
 MJ0787  DESIGNATION -  M 131
 MJ0787  PID         -  MJ0787
 MJ0787  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0787  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0787
 MJ0787                         *CURRENT SURVEY CONTROL
 MJ0787  ___________________________________________________________________
 MJ0787* NAD 83(1986)-  41 12 01.     (N)    095 50 20.     (W)     SCALED    
 MJ0787* NAVD 88     -       296.305  (meters)     972.13   (feet)  ADJUSTED  
 MJ0787  ___________________________________________________________________
 MJ0787  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 MJ0787  DYNAMIC HT  -         296.185 (meters)     971.73  (feet)  COMP
 MJ0787  MODELED GRAV-     980,211.3   (mgal)                       NAVD 88
 MJ0787
 MJ0787  VERT ORDER  -  SECOND    CLASS 0
 MJ0787
 MJ0787.The horizontal coordinates were scaled from a topographic map and have
 MJ0787.an estimated accuracy of +/- 6 seconds.
 MJ0787
 MJ0787.The orthometric height was determined by differential leveling
 MJ0787.and adjusted by the National Geodetic Survey in June 1991..
 MJ0787
 MJ0787.The geoid height was determined by GEOID03.
 MJ0787
 MJ0787.The dynamic height is computed by dividing the NAVD 88
 MJ0787.geopotential number by the normal gravity value computed on the
 MJ0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0787.degrees latitude (g = 980.6199 gals.).
 MJ0787
 MJ0787.The modeled gravity was interpolated from observed gravity values.
 MJ0787
 MJ0787;                    North         East    Units  Estimated Accuracy
 MJ0787;SPC IA S     -   135,930.      303,850.      MT  (+/- 180 meters Scaled)
 MJ0787
 MJ0787                          SUPERSEDED SURVEY CONTROL
 MJ0787
 MJ0787  NGVD 29 (??/??/92)  296.199  (m)          971.78   (f) ADJ UNCH    2 0
 MJ0787
 MJ0787.Superseded values are not recommended for survey control.
 MJ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0787.See file dsdata.txt to determine how the superseded data were derived.
 MJ0787
 MJ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF619648(NAD 83)
 MJ0787_MARKER: DB = BENCH MARK DISK
 MJ0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0787_STAMPING: M 131 1948
 MJ0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0787+STABILITY: SURFACE MOTION
 MJ0787
 MJ0787  HISTORY     - Date     Condition        Report By
 MJ0787  HISTORY     - 1948     MONUMENTED       CGS
 MJ0787
 MJ0787                          STATION DESCRIPTION
 MJ0787
 MJ0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0787'0.9 MI S FROM MANAWA PARK.
 MJ0787'0.9 MILE SOUTH ALONG A GRAVEL ROAD FOLLOWING THE EAST EDGE OF LAKE
 MJ0787'MANAWA FROM THE MANAWA PARK CHURCH AT MANAWA PARK, AT THE HOME
 MJ0787'OF ALFRED CHRISTENSEN, 75.3 FEET WEST SOUTHWEST OF THE SOUTHWEST
 MJ0787'CORNER OF THE CHRISTENSEN HOME, 36.0 FEET EAST OF THE CENTER
 MJ0787'LINE OF A GRAVEL ROAD, 16.0 FEET NORTH OF THE CENTER LINE OF A
 MJ0787'DRIVE LEADING TO THE CHRISTENSEN HOME, 10.0 FEET NORTHWEST
 MJ0787'OF A 20-INCH ASH TREE, 2.0 FEET EAST OF A 4 X 4 REFERENCE POST,
 MJ0787'1.0 FOOT EAST OF A FENCE LINE IN FRONT OF THE HOME, SET IN
 MJ0787'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0774 ***********************************************************************
 MJ0774  DESIGNATION -  M 132
 MJ0774  PID         -  MJ0774
 MJ0774  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0774  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0774
 MJ0774                         *CURRENT SURVEY CONTROL
 MJ0774  ___________________________________________________________________
 MJ0774* NAD 83(1986)-  41 14 47.     (N)    095 51 52.     (W)     SCALED    
 MJ0774* NAVD 88     -       300.107  (meters)     984.60   (feet)  ADJUSTED  
 MJ0774  ___________________________________________________________________
 MJ0774  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 MJ0774  DYNAMIC HT  -         299.984 (meters)     984.20  (feet)  COMP
 MJ0774  MODELED GRAV-     980,206.8   (mgal)                       NAVD 88
 MJ0774
 MJ0774  VERT ORDER  -  SECOND    CLASS 0
 MJ0774
 MJ0774.The horizontal coordinates were scaled from a topographic map and have
 MJ0774.an estimated accuracy of +/- 6 seconds.
 MJ0774
 MJ0774.The orthometric height was determined by differential leveling
 MJ0774.and adjusted by the National Geodetic Survey in June 1991..
 MJ0774
 MJ0774.The geoid height was determined by GEOID03.
 MJ0774
 MJ0774.The dynamic height is computed by dividing the NAVD 88
 MJ0774.geopotential number by the normal gravity value computed on the
 MJ0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0774.degrees latitude (g = 980.6199 gals.).
 MJ0774
 MJ0774.The modeled gravity was interpolated from observed gravity values.
 MJ0774
 MJ0774;                    North         East    Units  Estimated Accuracy
 MJ0774;SPC IA S     -   141,100.      301,840.      MT  (+/- 180 meters Scaled)
 MJ0774
 MJ0774                          SUPERSEDED SURVEY CONTROL
 MJ0774
 MJ0774  NGVD 29 (??/??/92)  299.993  (m)          984.23   (f) ADJ UNCH    2 0
 MJ0774
 MJ0774.Superseded values are not recommended for survey control.
 MJ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0774.See file dsdata.txt to determine how the superseded data were derived.
 MJ0774
 MJ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF599700(NAD 83)
 MJ0774_MARKER: DB = BENCH MARK DISK
 MJ0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0774_STAMPING: M 132 1948
 MJ0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0774+STABILITY: SURFACE MOTION
 MJ0774
 MJ0774  HISTORY     - Date     Condition        Report By
 MJ0774  HISTORY     - 1948     MONUMENTED       CGS
 MJ0774  HISTORY     - 19890725 MARK NOT FOUND   NGS
 MJ0774
 MJ0774                          STATION DESCRIPTION
 MJ0774
 MJ0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0774'AT COUNCIL BLUFFS.
 MJ0774'AT COUNCIL BLUFFS, AT THE CROSSING OF 16TH AVENUE AND INDIAN
 MJ0774'CREEK DITCH, 1 BLOCK WEST OF SOUTH 13TH STREET, 21.6 FEET SOUTHEAST
 MJ0774'OF THE CENTER OF THE EAST END OF THE AVENUE BRIDGE ACROSS THE
 MJ0774'DITCH, 13.0 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, SET
 MJ0774'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MJ0774'THE GROUND.
 MJ0774
 MJ0774                          STATION RECOVERY (1989)
 MJ0774
 MJ0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1156 ***********************************************************************
 LF1156  DESIGNATION -  M 133
 LF1156  PID         -  LF1156
 LF1156  STATE/COUNTY-  IA/FREMONT
 LF1156  USGS QUAD   -  MC PAUL (1984)
 LF1156
 LF1156                         *CURRENT SURVEY CONTROL
 LF1156  ___________________________________________________________________
 LF1156* NAD 83(1986)-  40 46 30.     (N)    095 49 57.     (W)     SCALED    
 LF1156* NAVD 88     -       285.376  (meters)     936.27   (feet)  ADJUSTED  
 LF1156  ___________________________________________________________________
 LF1156  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 LF1156  DYNAMIC HT  -         285.232 (meters)     935.80  (feet)  COMP
 LF1156  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 LF1156
 LF1156  VERT ORDER  -  SECOND    CLASS 0
 LF1156
 LF1156.The horizontal coordinates were scaled from a topographic map and have
 LF1156.an estimated accuracy of +/- 6 seconds.
 LF1156
 LF1156.The orthometric height was determined by differential leveling
 LF1156.and adjusted by the National Geodetic Survey in June 1991..
 LF1156
 LF1156.The geoid height was determined by GEOID03.
 LF1156
 LF1156.The dynamic height is computed by dividing the NAVD 88
 LF1156.geopotential number by the normal gravity value computed on the
 LF1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1156.degrees latitude (g = 980.6199 gals.).
 LF1156
 LF1156.The modeled gravity was interpolated from observed gravity values.
 LF1156
 LF1156;                    North         East    Units  Estimated Accuracy
 LF1156;SPC IA S     -    88,700.      303,120.      MT  (+/- 180 meters Scaled)
 LF1156
 LF1156                          SUPERSEDED SURVEY CONTROL
 LF1156
 LF1156  NGVD 29 (??/??/92)  285.283  (m)          935.97   (f) ADJ UNCH    2 0
 LF1156
 LF1156.Superseded values are not recommended for survey control.
 LF1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1156.See file dsdata.txt to determine how the superseded data were derived.
 LF1156
 LF1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF609176(NAD 83)
 LF1156_MARKER: DB = BENCH MARK DISK
 LF1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1156_STAMPING: M 133 1948
 LF1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1156+STABILITY: SURFACE MOTION
 LF1156
 LF1156  HISTORY     - Date     Condition        Report By
 LF1156  HISTORY     - 1948     MONUMENTED       CGS
 LF1156
 LF1156                          STATION DESCRIPTION
 LF1156
 LF1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1156'2.7 MI NW FROM PERCIVAL.
 LF1156'0.5 MILE NORTH ALONG A TAR ROAD FROM THE PERCIVAL SCHOOL AT
 LF1156'PERCIVAL, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE 1.2
 LF1156'MILES NORTH ALONG A DIRT ROAD, AT A POINT WHERE THE ROAD MAKES
 LF1156'A TURN TO THE NORTHEAST, ABOUT 250.0 FEET SOUTHWEST OF A POINT
 LF1156'WHERE THE ROAD TURNS EAST, 100.5 FEET NORTH NORTHEAST OF THE
 LF1156'CENTER OF A GATE IN A YARD FENCE FOR A WALKWAY LEADING TO A
 LF1156'WHITE FRAME DWELLING, 22.0 FEET NORTHWEST OF THE CENTER LINE
 LF1156'OF THE ROAD, 21.5 FEET NORTHEAST OF THE EAST TREE IN AN EAST-WEST
 LF1156'ROW OF MULBERRY TREES, ABOUT 4.0 FEET WEST OF THE EXTENSION
 LF1156'TO THE NORTH OF THE CENTER LINE OF THE ROAD FROM THE SOUTH,
 LF1156'1.2 FEET NORTHEAST OF A 4 X 4 REFERENCE POST, 1.0 FOOT SOUTHEAST
 LF1156'OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF1156'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1091 ***********************************************************************
 LF1091  DESIGNATION -  M 134
 LF1091  PID         -  LF1091
 LF1091  STATE/COUNTY-  IA/FREMONT
 LF1091  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1091
 LF1091                         *CURRENT SURVEY CONTROL
 LF1091  ___________________________________________________________________
 LF1091* NAD 83(1986)-  40 40 16.     (N)    095 48 35.     (W)     SCALED    
 LF1091* NAVD 88     -       281.075  (meters)     922.16   (feet)  ADJUSTED  
 LF1091  ___________________________________________________________________
 LF1091  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LF1091  DYNAMIC HT  -         280.928 (meters)     921.68  (feet)  COMP
 LF1091  MODELED GRAV-     980,093.3   (mgal)                       NAVD 88
 LF1091
 LF1091  VERT ORDER  -  FIRST     CLASS II
 LF1091
 LF1091.The horizontal coordinates were scaled from a topographic map and have
 LF1091.an estimated accuracy of +/- 6 seconds.
 LF1091
 LF1091.The orthometric height was determined by differential leveling
 LF1091.and adjusted by the National Geodetic Survey in June 1991..
 LF1091
 LF1091.The geoid height was determined by GEOID03.
 LF1091
 LF1091.The dynamic height is computed by dividing the NAVD 88
 LF1091.geopotential number by the normal gravity value computed on the
 LF1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1091.degrees latitude (g = 980.6199 gals.).
 LF1091
 LF1091.The modeled gravity was interpolated from observed gravity values.
 LF1091
 LF1091;                    North         East    Units  Estimated Accuracy
 LF1091;SPC IA S     -    77,120.      304,730.      MT  (+/- 180 meters Scaled)
 LF1091
 LF1091                          SUPERSEDED SURVEY CONTROL
 LF1091
 LF1091  NGVD 29 (??/??/92)  280.970  (m)          921.82   (f) ADJ UNCH    1 2
 LF1091
 LF1091.Superseded values are not recommended for survey control.
 LF1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1091.See file dsdata.txt to determine how the superseded data were derived.
 LF1091
 LF1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF625060(NAD 83)
 LF1091_MARKER: DB = BENCH MARK DISK
 LF1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1091_STAMPING: M 134 1948
 LF1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1091+STABILITY: SURFACE MOTION
 LF1091
 LF1091  HISTORY     - Date     Condition        Report By
 LF1091  HISTORY     - 1948     MONUMENTED       CGS
 LF1091  HISTORY     - 1964     POOR             USGS
 LF1091  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 LF1091
 LF1091                          STATION DESCRIPTION
 LF1091
 LF1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1091'2.6 MI WSW FROM PAYNE.
 LF1091'1.75 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1091'FROM THE STATION AT PAYNE, THENCE 0.1 MILE SOUTH AND 0.85 MILE
 LF1091'WEST ALONG A DIRT ROAD, AT A JUNCTION OF A DIRT ROAD LEADING
 LF1091'NORTH, JUST EAST OF A CURVE WITH TANGENTS LEADING EAST AND
 LF1091'SOUTHWEST, 23.0 FEET NORTH OF THE CENTER LINE OF THE
 LF1091'EAST-SOUTHWEST ROAD, 11.0 FEET WEST OF THE CENTER LINE OF A ROAD
 LF1091'LEADING NORTH PAST A FARM HOUSE, 1.5 FEET NORTHWEST OF A 4X4
 LF1091'REFERENCE POST, 0.7 FOOT NORTHWEST OF A CORNER FENCE POST, 0.6
 LF1091'FOOT NORTH OF AND EAST-WEST FENCE, SET IN THE TOP OF A CONCRETE
 LF1091'POST WHICH IS FLUSH WITH THE GROUND.
 LF1091
 LF1091                          STATION RECOVERY (1964)
 LF1091
 LF1091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF1091'MARK RECOVERED IN POOR CONDITION.
 LF1091
 LF1091                          STATION RECOVERY (1979)
 LF1091
 LF1091'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 LF1091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0552 ***********************************************************************
 MJ0552  DESIGNATION -  M 135
 MJ0552  PID         -  MJ0552
 MJ0552  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0552  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0552
 MJ0552                         *CURRENT SURVEY CONTROL
 MJ0552  ___________________________________________________________________
 MJ0552* NAD 83(1986)-  41 19 07.     (N)    095 45 41.     (W)     SCALED    
 MJ0552* NAVD 88     -       314.351  (meters)    1031.33   (feet)  ADJUSTED  
 MJ0552  ___________________________________________________________________
 MJ0552  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 MJ0552  DYNAMIC HT  -         314.220 (meters)    1030.90  (feet)  COMP
 MJ0552  MODELED GRAV-     980,198.1   (mgal)                       NAVD 88
 MJ0552
 MJ0552  VERT ORDER  -  FIRST     CLASS II
 MJ0552
 MJ0552.The horizontal coordinates were scaled from a topographic map and have
 MJ0552.an estimated accuracy of +/- 6 seconds.
 MJ0552
 MJ0552.The orthometric height was determined by differential leveling
 MJ0552.and adjusted by the National Geodetic Survey in June 1991..
 MJ0552
 MJ0552.The geoid height was determined by GEOID03.
 MJ0552
 MJ0552.The dynamic height is computed by dividing the NAVD 88
 MJ0552.geopotential number by the normal gravity value computed on the
 MJ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0552.degrees latitude (g = 980.6199 gals.).
 MJ0552
 MJ0552.The modeled gravity was interpolated from observed gravity values.
 MJ0552
 MJ0552;                    North         East    Units  Estimated Accuracy
 MJ0552;SPC IA S     -   148,890.      310,690.      MT  (+/- 180 meters Scaled)
 MJ0552
 MJ0552                          SUPERSEDED SURVEY CONTROL
 MJ0552
 MJ0552  NGVD 29 (??/??/92)  314.237  (m)         1030.96   (f) ADJ UNCH    1 2
 MJ0552
 MJ0552.Superseded values are not recommended for survey control.
 MJ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0552.See file dsdata.txt to determine how the superseded data were derived.
 MJ0552
 MJ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF688778(NAD 83)
 MJ0552_MARKER: DB = BENCH MARK DISK
 MJ0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0552_SP_SET: BRIDGE ABUTMENT
 MJ0552_STAMPING: M 135 1948
 MJ0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0552
 MJ0552  HISTORY     - Date     Condition        Report By
 MJ0552  HISTORY     - 1948     MONUMENTED       CGS
 MJ0552
 MJ0552                          STATION DESCRIPTION
 MJ0552
 MJ0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0552'1.8 MI SW FROM WESTON.
 MJ0552'1.85 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0552'RAILROAD FROM THE STATION AT WESTON, 0.2 MILE NORTHEAST OF A
 MJ0552'PROMINENT MOUND OF DIRT AND THE JUNCTION OF STATE HIGHWAY 64 AND
 MJ0552'A GRAVEL ROAD LEADING NORTH, 0.15 MILE SOUTHWEST OF MILEPOST 490,
 MJ0552'SET IN THE NORTHEAST CONCRETE ABUTMENT OF A LARGE STEEL RAILROAD
 MJ0552'BRIDGE NO. 490.2 OVER A LARGE STREAM, 5.1 FEET SOUTHEAST OF THE
 MJ0552'SOUTHEAST RAIL, 3.0 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 MJ0552'ABUTMENT, 0.2 FOOT BELOW THE BASE OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0454 ***********************************************************************
 MK0454  DESIGNATION -  M 136
 MK0454  PID         -  MK0454
 MK0454  STATE/COUNTY-  IA/HARRISON
 MK0454  USGS QUAD   -  MODALE (1970)
 MK0454
 MK0454                         *CURRENT SURVEY CONTROL
 MK0454  ___________________________________________________________________
 MK0454* NAD 83(1986)-  41 32 12.     (N)    096 04 11.     (W)     SCALED    
 MK0454* NAVD 88     -       306.299  (meters)    1004.92   (feet)  ADJUSTED  
 MK0454  ___________________________________________________________________
 MK0454  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 MK0454  DYNAMIC HT  -         306.157 (meters)    1004.45  (feet)  COMP
 MK0454  MODELED GRAV-     980,152.2   (mgal)                       NAVD 88
 MK0454
 MK0454  VERT ORDER  -  SECOND    CLASS 0
 MK0454
 MK0454.The horizontal coordinates were scaled from a topographic map and have
 MK0454.an estimated accuracy of +/- 6 seconds.
 MK0454
 MK0454.The orthometric height was determined by differential leveling
 MK0454.and adjusted by the National Geodetic Survey in June 1991..
 MK0454
 MK0454.The geoid height was determined by GEOID03.
 MK0454
 MK0454.The dynamic height is computed by dividing the NAVD 88
 MK0454.geopotential number by the normal gravity value computed on the
 MK0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0454.degrees latitude (g = 980.6199 gals.).
 MK0454
 MK0454.The modeled gravity was interpolated from observed gravity values.
 MK0454
 MK0454;                    North         East    Units  Estimated Accuracy
 MK0454;SPC IA S     -   173,810.      285,600.      MT  (+/- 180 meters Scaled)
 MK0454
 MK0454                          SUPERSEDED SURVEY CONTROL
 MK0454
 MK0454  NGVD 29 (??/??/92)  306.155  (m)         1004.44   (f) ADJ UNCH    2 0
 MK0454
 MK0454.Superseded values are not recommended for survey control.
 MK0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0454.See file dsdata.txt to determine how the superseded data were derived.
 MK0454
 MK0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM444024(NAD 83)
 MK0454_MARKER: DB = BENCH MARK DISK
 MK0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0454_STAMPING: M 136 1948
 MK0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0454+STABILITY: SURFACE MOTION
 MK0454
 MK0454  HISTORY     - Date     Condition        Report By
 MK0454  HISTORY     - 1948     MONUMENTED       CGS
 MK0454  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0454
 MK0454                          STATION DESCRIPTION
 MK0454
 MK0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0454'5.2 MI SW FROM CALIFORNIA JUNCTION.
 MK0454'0.5 MILE SOUTH ALONG STATE HIGHWAY 300 FROM THE CHICAGO AND
 MK0454'NORTH WESTERN RAILROAD STATION AT CALIFORNIA JUNCTION, THENCE 3.1
 MK0454'MILES WEST ALONG U.S. HIGHWAY 30, THENCE 1.0 MILE SOUTH ALONG A
 MK0454'DIRT ROAD, THENCE 0.6 MILE WEST ALONG A DIRT ROAD, NEAR THE SITE
 MK0454'OF AN OLD SAWMILL, AT A GATE IN A NORTHEAST AND SOUTHWEST FENCE,
 MK0454'16.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 17.0 FEET WEST
 MK0454'OF THE SOUTHWEST GATE POST OF THE GATE, 12.9 FEET NORTHWEST OF THE
 MK0454'NORTHEAST AND SOUTHWEST FENCE, 1.8 FEET SOUTH OF A WITNESS POST,
 MK0454'NEAR THE CENTER OF A ROW OF 3 LARGE COTTONWOOD TREES, SET IN THE TOP
 MK0454'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK0454'NOTE-- IN LOCAL SAND HILL AREA, OFF RIVER BASIN.
 MK0454
 MK0454                          STATION RECOVERY (1970)
 MK0454
 MK0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0453 ***********************************************************************
 MK0453  DESIGNATION -  M 137
 MK0453  PID         -  MK0453
 MK0453  STATE/COUNTY-  IA/HARRISON
 MK0453  USGS QUAD   -  MODALE (1970)
 MK0453
 MK0453                         *CURRENT SURVEY CONTROL
 MK0453  ___________________________________________________________________
 MK0453* NAD 83(1986)-  41 32 14.     (N)    096 03 27.     (W)     SCALED    
 MK0453* NAVD 88     -       306.201  (meters)    1004.59   (feet)  ADJUSTED  
 MK0453  ___________________________________________________________________
 MK0453  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 MK0453  DYNAMIC HT  -         306.060 (meters)    1004.13  (feet)  COMP
 MK0453  MODELED GRAV-     980,153.8   (mgal)                       NAVD 88
 MK0453
 MK0453  VERT ORDER  -  SECOND    CLASS 0
 MK0453
 MK0453.The horizontal coordinates were scaled from a topographic map and have
 MK0453.an estimated accuracy of +/- 6 seconds.
 MK0453
 MK0453.The orthometric height was determined by differential leveling
 MK0453.and adjusted by the National Geodetic Survey in June 1991..
 MK0453
 MK0453.The geoid height was determined by GEOID03.
 MK0453
 MK0453.The dynamic height is computed by dividing the NAVD 88
 MK0453.geopotential number by the normal gravity value computed on the
 MK0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0453.degrees latitude (g = 980.6199 gals.).
 MK0453
 MK0453.The modeled gravity was interpolated from observed gravity values.
 MK0453
 MK0453;                    North         East    Units  Estimated Accuracy
 MK0453;SPC IA S     -   173,850.      286,620.      MT  (+/- 180 meters Scaled)
 MK0453
 MK0453                          SUPERSEDED SURVEY CONTROL
 MK0453
 MK0453  NGVD 29 (??/??/92)  306.058  (m)         1004.13   (f) ADJ UNCH    2 0
 MK0453
 MK0453.Superseded values are not recommended for survey control.
 MK0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0453.See file dsdata.txt to determine how the superseded data were derived.
 MK0453
 MK0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM454025(NAD 83)
 MK0453_MARKER: DB = BENCH MARK DISK
 MK0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0453_STAMPING: M 137 1948
 MK0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0453+STABILITY: SURFACE MOTION
 MK0453
 MK0453  HISTORY     - Date     Condition        Report By
 MK0453  HISTORY     - 1948     MONUMENTED       CGS
 MK0453  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0453
 MK0453                          STATION DESCRIPTION
 MK0453
 MK0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0453'4.6 MI SW FROM CALIFORNIA JUNCTION.
 MK0453'0.5 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE STATION AT
 MK0453'CALIFORNIA JUNCTION, THENCE 3.1 MILES WEST ALONG U.S. HIGHWAY NO.
 MK0453'30, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, ABOUT 300.0 FEET
 MK0453'NORTH OF A T ROAD, AT A FARMHOUSE, 20.0 FEET EAST OF THE CENTER
 MK0453'LINE OF THE ROAD, 15.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 MK0453'WHITE GARAGE, 3.7 FEET SOUTH OF A TELEPHONE POLE, 0.9 FOOT WEST
 MK0453'OF A FENCE, 1.7 FEET NORTH OF A REFERENCE POST, SET IN TOP OF A
 MK0453'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- ROAD
 MK0453'HAS BEEN WIDENED AND DITCHES ADDED.  MAY HAVE BEEN DESTROYED
 MK0453
 MK0453                          STATION RECOVERY (1970)
 MK0453
 MK0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0724 ***********************************************************************
 MJ0724  DESIGNATION -  M 138
 MJ0724  PID         -  MJ0724
 MJ0724  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0724  USGS QUAD   -  LOVELAND (1994)
 MJ0724
 MJ0724                         *CURRENT SURVEY CONTROL
 MJ0724  ___________________________________________________________________
 MJ0724* NAD 83(1986)-  41 23 53.     (N)    095 55 04.     (W)     SCALED    
 MJ0724* NAVD 88     -       301.889  (meters)     990.45   (feet)  ADJUSTED  
 MJ0724  ___________________________________________________________________
 MJ0724  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 MJ0724  DYNAMIC HT  -         301.754 (meters)     990.00  (feet)  COMP
 MJ0724  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 MJ0724
 MJ0724  VERT ORDER  -  SECOND    CLASS 0
 MJ0724
 MJ0724.The horizontal coordinates were scaled from a topographic map and have
 MJ0724.an estimated accuracy of +/- 6 seconds.
 MJ0724
 MJ0724.The orthometric height was determined by differential leveling
 MJ0724.and adjusted by the National Geodetic Survey in June 1991..
 MJ0724
 MJ0724.The geoid height was determined by GEOID03.
 MJ0724
 MJ0724.The dynamic height is computed by dividing the NAVD 88
 MJ0724.geopotential number by the normal gravity value computed on the
 MJ0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0724.degrees latitude (g = 980.6199 gals.).
 MJ0724
 MJ0724.The modeled gravity was interpolated from observed gravity values.
 MJ0724
 MJ0724;                    North         East    Units  Estimated Accuracy
 MJ0724;SPC IA S     -   158,060.      297,840.      MT  (+/- 180 meters Scaled)
 MJ0724
 MJ0724                          SUPERSEDED SURVEY CONTROL
 MJ0724
 MJ0724  NGVD 29 (??/??/92)  301.758  (m)          990.02   (f) ADJ UNCH    2 0
 MJ0724
 MJ0724.Superseded values are not recommended for survey control.
 MJ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0724.See file dsdata.txt to determine how the superseded data were derived.
 MJ0724
 MJ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF560870(NAD 83)
 MJ0724_MARKER: DB = BENCH MARK DISK
 MJ0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0724_STAMPING: M 138 1948
 MJ0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0724+STABILITY: SURFACE MOTION
 MJ0724
 MJ0724  HISTORY     - Date     Condition        Report By
 MJ0724  HISTORY     - 1948     MONUMENTED       CGS
 MJ0724
 MJ0724                          STATION DESCRIPTION
 MJ0724
 MJ0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0724'4.9 MI NW FROM CRESCENT.
 MJ0724'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0724'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.6
 MJ0724'MILES NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 MJ0724'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, AT A T ROAD,
 MJ0724'ABOUT 200.0 FEET SOUTHEAST OF A WHITE FARMHOUSE, 28.0 FEET
 MJ0724'NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 21.0 FEET EAST
 MJ0724'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 6.8 FEET SOUTHWEST OF
 MJ0724'A 36-INCH MAPLE TREE, 6.0 FEET NORTH OF A CORNER FENCE POST,
 MJ0724'1.4 FEET WEST OF A FENCE, 1.7 FEET SOUTH OF A REFERENCE POST, SET
 MJ0724'IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0773 ***********************************************************************
 MJ0773  DESIGNATION -  M 139
 MJ0773  PID         -  MJ0773
 MJ0773  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0773  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0773
 MJ0773                         *CURRENT SURVEY CONTROL
 MJ0773  ___________________________________________________________________
 MJ0773* NAD 83(1986)-  41 15 00.     (N)    095 54 52.     (W)     SCALED    
 MJ0773* NAVD 88     -       300.056  (meters)     984.43   (feet)  ADJUSTED  
 MJ0773  ___________________________________________________________________
 MJ0773  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 MJ0773  DYNAMIC HT  -         299.932 (meters)     984.03  (feet)  COMP
 MJ0773  MODELED GRAV-     980,201.2   (mgal)                       NAVD 88
 MJ0773
 MJ0773  VERT ORDER  -  FIRST     CLASS II
 MJ0773
 MJ0773.The horizontal coordinates were scaled from a topographic map and have
 MJ0773.an estimated accuracy of +/- 6 seconds.
 MJ0773
 MJ0773.The orthometric height was determined by differential leveling
 MJ0773.and adjusted by the National Geodetic Survey in June 1991..
 MJ0773.WARNING-Repeat measurements at this control monument indicate possible
 MJ0773.vertical movement.
 MJ0773
 MJ0773.The geoid height was determined by GEOID03.
 MJ0773
 MJ0773.The dynamic height is computed by dividing the NAVD 88
 MJ0773.geopotential number by the normal gravity value computed on the
 MJ0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0773.degrees latitude (g = 980.6199 gals.).
 MJ0773
 MJ0773.The modeled gravity was interpolated from observed gravity values.
 MJ0773
 MJ0773;                    North         East    Units  Estimated Accuracy
 MJ0773;SPC IA S     -   141,620.      297,670.      MT  (+/- 180 meters Scaled)
 MJ0773
 MJ0773                          SUPERSEDED SURVEY CONTROL
 MJ0773
 MJ0773  NGVD 29 (??/??/92)  299.931  (m)          984.02   (f) ADJ UNCH    1 2
 MJ0773
 MJ0773.Superseded values are not recommended for survey control.
 MJ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0773.See file dsdata.txt to determine how the superseded data were derived.
 MJ0773
 MJ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF558706(NAD 83)
 MJ0773_MARKER: DB = BENCH MARK DISK
 MJ0773_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ0773_SP_SET: PILE CAP
 MJ0773_STAMPING: M 139 1948
 MJ0773_MARK LOGO: CGS   
 MJ0773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MJ0773+STABILITY: POSITION/ELEVATION WELL
 MJ0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0773+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1989
 MJ0773
 MJ0773  HISTORY     - Date     Condition        Report By
 MJ0773  HISTORY     - 1948     MONUMENTED       CGS
 MJ0773  HISTORY     - 1973     GOOD             NGS
 MJ0773  HISTORY     - 19890802 GOOD             NGS
 MJ0773
 MJ0773                          STATION DESCRIPTION
 MJ0773
 MJ0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0773'AT COUNCIL BLUFFS.
 MJ0773'AT COUNCIL BLUFFS, SET IN THE NORTHEAST CORNER OF THE CONCRETE
 MJ0773'BASE OF THE SOLID IRON AND CONCRETE PIER AT THE EAST END OF THE
 MJ0773'UNION PACIFIC RAILROAD BRIDGE OVER THE MISSOURI RIVER, 1.8 FEET
 MJ0773'SOUTHWEST OF THE NORTHEAST CORNER OF THE BASE, 1.6 FEET NORTHEAST
 MJ0773'OF THE NORTHEAST FACE OF THE PIER, 1.0 FOOT ABOVE THE GROUND.
 MJ0773
 MJ0773                          STATION RECOVERY (1973)
 MJ0773
 MJ0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MJ0773'RECOVERED IN GOOD CONDITION.
 MJ0773
 MJ0773                          STATION RECOVERY (1989)
 MJ0773
 MJ0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0492 ***********************************************************************
 NL0492  DESIGNATION -  M 14
 NL0492  PID         -  NL0492
 NL0492  STATE/COUNTY-  IA/WOODBURY
 NL0492  USGS QUAD   -  KINGSLEY (1969)
 NL0492
 NL0492                         *CURRENT SURVEY CONTROL
 NL0492  ___________________________________________________________________
 NL0492* NAD 83(1986)-  42 34 30.     (N)    095 53 39.     (W)     SCALED    
 NL0492* NAVD 88     -       413.055  (meters)    1355.16   (feet)  ADJUSTED  
 NL0492  ___________________________________________________________________
 NL0492  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 NL0492  DYNAMIC HT  -         412.917 (meters)    1354.71  (feet)  COMP
 NL0492  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 NL0492
 NL0492  VERT ORDER  -  FIRST     CLASS II
 NL0492
 NL0492.The horizontal coordinates were scaled from a topographic map and have
 NL0492.an estimated accuracy of +/- 6 seconds.
 NL0492
 NL0492.The orthometric height was determined by differential leveling
 NL0492.and adjusted by the National Geodetic Survey in June 1991..
 NL0492
 NL0492.The geoid height was determined by GEOID03.
 NL0492
 NL0492.The dynamic height is computed by dividing the NAVD 88
 NL0492.geopotential number by the normal gravity value computed on the
 NL0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0492.degrees latitude (g = 980.6199 gals.).
 NL0492
 NL0492.The modeled gravity was interpolated from observed gravity values.
 NL0492
 NL0492;                    North         East    Units  Estimated Accuracy
 NL0492;SPC IA N     - 1,122,190.    1,303,470.      MT  (+/- 180 meters Scaled)
 NL0492
 NL0492                          SUPERSEDED SURVEY CONTROL
 NL0492
 NL0492  NGVD 29 (??/??/92)  412.903  (m)         1354.67   (f) ADJ UNCH    1 2
 NL0492
 NL0492.Superseded values are not recommended for survey control.
 NL0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0492.See file dsdata.txt to determine how the superseded data were derived.
 NL0492
 NL0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH624176(NAD 83)
 NL0492_MARKER: DB = BENCH MARK DISK
 NL0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0492_STAMPING: 1354.666-M 14 1933
 NL0492_MARK LOGO: CGS   
 NL0492_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0492
 NL0492  HISTORY     - Date     Condition        Report By
 NL0492  HISTORY     - 1933     MONUMENTED       CGS
 NL0492  HISTORY     - 1966     GOOD             NGS
 NL0492  HISTORY     - 20000404 GOOD             AERSVC
 NL0492
 NL0492                          STATION DESCRIPTION
 NL0492
 NL0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NL0492'3.1 MI NW FROM PIERSON.
 NL0492'TO REACH FROM THE POST OFFICE IN PIERSON, GO SOUTH ON MAIN
 NL0492'STREET FOR 0.05 MILE TO ITS JUNCTION WITH STATE HIGHWAY 243,
 NL0492'TURN RIGHT AND GO WESTERLY FOR 0.35 MILE TO A GRAVELED SIDE
 NL0492'ROAD RIGHT, TURN RIGHT AND GO NORTHWEST AND NORTH FOR 2.05
 NL0492'MILES TO A CROSSROAD, TURN LEFT ON THE GRAVELED ROAD AND GO
 NL0492'0.65 MILE TO THE MARK ON THE LEFT.  IT IS 53.4 FEET SOUTH OF THE
 NL0492'CENTER LINE OF THE GRAVELED ROAD, 22.5 FEET SOUTH SOUTHWEST
 NL0492'OF A TELEPHONE POLE, 18.8 FEET SOUTH OF A FENCE CORNER, 4 FEET
 NL0492'WEST OF A NORTH-SOUTH FENCE AND 0.8 OF A FOOT EAST OF A STEEL
 NL0492'WITNESS POST AND SIGN.
 NL0492
 NL0492                          STATION RECOVERY (2000)
 NL0492
 NL0492'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0492'0.8 MI (1.3 KM) TO INTERSECTION OF 330TH STREET AND TAMARACK AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0568 ***********************************************************************
 NM0568  DESIGNATION -  M 140
 NM0568  PID         -  NM0568
 NM0568  STATE/COUNTY-  IA/MONONA
 NM0568  USGS QUAD   -  ONAWA SW (1969)
 NM0568
 NM0568                         *CURRENT SURVEY CONTROL
 NM0568  ___________________________________________________________________
 NM0568* NAD 83(1986)-  42 01 37.     (N)    096 09 42.     (W)     SCALED    
 NM0568* NAVD 88     -       319.568  (meters)    1048.45   (feet)  ADJUSTED  
 NM0568  ___________________________________________________________________
 NM0568  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 NM0568  DYNAMIC HT  -         319.454 (meters)    1048.08  (feet)  COMP
 NM0568  MODELED GRAV-     980,254.9   (mgal)                       NAVD 88
 NM0568
 NM0568  VERT ORDER  -  SECOND    CLASS 0
 NM0568
 NM0568.The horizontal coordinates were scaled from a topographic map and have
 NM0568.an estimated accuracy of +/- 6 seconds.
 NM0568
 NM0568.The orthometric height was determined by differential leveling
 NM0568.and adjusted by the National Geodetic Survey in June 1991..
 NM0568
 NM0568.The geoid height was determined by GEOID03.
 NM0568
 NM0568.The dynamic height is computed by dividing the NAVD 88
 NM0568.geopotential number by the normal gravity value computed on the
 NM0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0568.degrees latitude (g = 980.6199 gals.).
 NM0568
 NM0568.The modeled gravity was interpolated from observed gravity values.
 NM0568
 NM0568;                    North         East    Units  Estimated Accuracy
 NM0568;SPC IA N     - 1,062,000.    1,279,610.      MT  (+/- 180 meters Scaled)
 NM0568
 NM0568                          SUPERSEDED SURVEY CONTROL
 NM0568
 NM0568  NGVD 29 (??/??/92)  319.424  (m)         1047.98   (f) ADJ UNCH    2 0
 NM0568
 NM0568.Superseded values are not recommended for survey control.
 NM0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0568.See file dsdata.txt to determine how the superseded data were derived.
 NM0568
 NM0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM349566(NAD 83)
 NM0568_MARKER: DB = BENCH MARK DISK
 NM0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0568_STAMPING: M 140 1948
 NM0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0568+STABILITY: SURFACE MOTION
 NM0568
 NM0568  HISTORY     - Date     Condition        Report By
 NM0568  HISTORY     - 1948     MONUMENTED       CGS
 NM0568
 NM0568                          STATION DESCRIPTION
 NM0568
 NM0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0568'3.5 MI W FROM ONAWA.
 NM0568'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0568'AT ONAWA, AT A T-ROAD, ON THE WEST BANK OF BLUE LAKE, 138.0
 NM0568'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 61.0 FEET
 NM0568'EAST OF THE CENTER LINE OF THE HIGHWAY LEADING NORTH TO THE LEWIS
 NM0568'AND CLARK STATE PARK, 1.8 FEET SOUTH OF A REFERENCE POST, SET IN
 NM0568'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0305 ***********************************************************************
 NM0305  DESIGNATION -  M 141
 NM0305  PID         -  NM0305
 NM0305  STATE/COUNTY-  IA/MONONA
 NM0305  USGS QUAD   -  ONAWA SW (1969)
 NM0305
 NM0305                         *CURRENT SURVEY CONTROL
 NM0305  ___________________________________________________________________
 NM0305* NAD 83(1986)-  42 05 58.     (N)    096 12 55.     (W)     SCALED    
 NM0305* NAVD 88     -       323.564  (meters)    1061.56   (feet)  ADJUSTED  
 NM0305  ___________________________________________________________________
 NM0305  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 NM0305  DYNAMIC HT  -         323.451 (meters)    1061.19  (feet)  COMP
 NM0305  MODELED GRAV-     980,264.1   (mgal)                       NAVD 88
 NM0305
 NM0305  VERT ORDER  -  SECOND    CLASS 0
 NM0305
 NM0305.The horizontal coordinates were scaled from a topographic map and have
 NM0305.an estimated accuracy of +/- 6 seconds.
 NM0305
 NM0305.The orthometric height was determined by differential leveling
 NM0305.and adjusted by the National Geodetic Survey in June 1991..
 NM0305
 NM0305.The geoid height was determined by GEOID03.
 NM0305
 NM0305.The dynamic height is computed by dividing the NAVD 88
 NM0305.geopotential number by the normal gravity value computed on the
 NM0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0305.degrees latitude (g = 980.6199 gals.).
 NM0305
 NM0305.The modeled gravity was interpolated from observed gravity values.
 NM0305
 NM0305;                    North         East    Units  Estimated Accuracy
 NM0305;SPC IA N     - 1,070,190.    1,275,430.      MT  (+/- 180 meters Scaled)
 NM0305
 NM0305                          SUPERSEDED SURVEY CONTROL
 NM0305
 NM0305  NGVD 29 (??/??/92)  323.425  (m)         1061.10   (f) ADJ UNCH    2 0
 NM0305
 NM0305.Superseded values are not recommended for survey control.
 NM0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0305.See file dsdata.txt to determine how the superseded data were derived.
 NM0305
 NM0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM302645(NAD 83)
 NM0305_MARKER: DB = BENCH MARK DISK
 NM0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0305_STAMPING: M 141 1948
 NM0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0305+STABILITY: SURFACE MOTION
 NM0305
 NM0305  HISTORY     - Date     Condition        Report By
 NM0305  HISTORY     - 1948     MONUMENTED       CGS
 NM0305
 NM0305                          STATION DESCRIPTION
 NM0305
 NM0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0305'6.7 MI SW FROM WHITING.
 NM0305'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0305'FROM THE STATION AT WHITING, THENCE 4.3 MILES WEST ALONG A DIRT
 NM0305'ROAD AT A FARMHOUSE LOCATED IN THE NORTHWEST QUARTER OF A CROSS
 NM0305'ROADS, ABOUT 200.0 FEET WEST OF THE CENTER LINE OF THE
 NM0305'NORTH-SOUTH ROAD, 40.0 FEET NORTH OF THE CENTER LINE OF THE
 NM0305'EAST-WEST ROAD, 37.7 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 NM0305'RED GARAGE, 36.0 FEET WEST OF THE CENTER LINE OF A PRIVATE
 NM0305'ROAD, 1.8 FEET SOUTH OF A REFERENCE POST, SET IN TOP OF A
 NM0305'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0239 ***********************************************************************
 NM0239  DESIGNATION -  M 142
 NM0239  PID         -  NM0239
 NM0239  STATE/COUNTY-  IA/WOODBURY
 NM0239  USGS QUAD   -  SALIX (1976)
 NM0239
 NM0239                         *CURRENT SURVEY CONTROL
 NM0239  ___________________________________________________________________
 NM0239* NAD 83(1986)-  42 20 05.     (N)    096 20 58.     (W)     SCALED    
 NM0239* NAVD 88     -       331.318  (meters)    1087.00   (feet)  ADJUSTED  
 NM0239  ___________________________________________________________________
 NM0239  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 NM0239  DYNAMIC HT  -         331.212 (meters)    1086.65  (feet)  COMP
 NM0239  MODELED GRAV-     980,292.0   (mgal)                       NAVD 88
 NM0239
 NM0239  VERT ORDER  -  SECOND    CLASS 0
 NM0239
 NM0239.The horizontal coordinates were scaled from a topographic map and have
 NM0239.an estimated accuracy of +/- 6 seconds.
 NM0239
 NM0239.The orthometric height was determined by differential leveling
 NM0239.and adjusted by the National Geodetic Survey in June 1991..
 NM0239
 NM0239.The geoid height was determined by GEOID03.
 NM0239
 NM0239.The dynamic height is computed by dividing the NAVD 88
 NM0239.geopotential number by the normal gravity value computed on the
 NM0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0239.degrees latitude (g = 980.6199 gals.).
 NM0239
 NM0239.The modeled gravity was interpolated from observed gravity values.
 NM0239
 NM0239;                    North         East    Units  Estimated Accuracy
 NM0239;SPC IA N     - 1,096,680.    1,265,220.      MT  (+/- 180 meters Scaled)
 NM0239
 NM0239                          SUPERSEDED SURVEY CONTROL
 NM0239
 NM0239  NGVD 29 (??/??/92)  331.163  (m)         1086.49   (f) ADJ UNCH    2 0
 NM0239
 NM0239.Superseded values are not recommended for survey control.
 NM0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0239.See file dsdata.txt to determine how the superseded data were derived.
 NM0239
 NM0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM183903(NAD 83)
 NM0239_MARKER: DB = BENCH MARK DISK
 NM0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0239_STAMPING: M 142 1948
 NM0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0239+STABILITY: SURFACE MOTION
 NM0239
 NM0239  HISTORY     - Date     Condition        Report By
 NM0239  HISTORY     - 1948     MONUMENTED       CGS
 NM0239
 NM0239                          STATION DESCRIPTION
 NM0239
 NM0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0239'6.1 MI S FROM SERGEANT BLUFF.
 NM0239'2.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0239'FROM THE STATION AT SERGEANT BLUFF, THENCE 1.1 MILES WEST ALONG A
 NM0239'GRAVEL ROAD, THENCE 2.1 MILES SOUTH ALONG A GRAVEL ROAD, 46.0
 NM0239'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 35.0 FEET
 NM0239'WEST OF THE CENTER LINE OF THE ROAD, 11.0 FEET SOUTH OF THE CENTER
 NM0239'LINE OF A PRIVATE ROAD, 5.5 FEET SOUTH OF A SOUTH GATE POST,
 NM0239'1.7 FEET NORTH OF A POWER LINE POLE, 1.0 FOOT EAST OF A FENCE,
 NM0239'1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM0239'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0268 ***********************************************************************
 MK0268  DESIGNATION -  M 143
 MK0268  PID         -  MK0268
 MK0268  STATE/COUNTY-  IA/HARRISON
 MK0268  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0268
 MK0268                         *CURRENT SURVEY CONTROL
 MK0268  ___________________________________________________________________
 MK0268* NAD 83(1986)-  41 45 40.     (N)    096 04 17.     (W)     SCALED    
 MK0268* NAVD 88     -       313.884  (meters)    1029.80   (feet)  ADJUSTED  
 MK0268  ___________________________________________________________________
 MK0268  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 MK0268  DYNAMIC HT  -         313.756 (meters)    1029.38  (feet)  COMP
 MK0268  MODELED GRAV-     980,208.1   (mgal)                       NAVD 88
 MK0268
 MK0268  VERT ORDER  -  SECOND    CLASS 0
 MK0268
 MK0268.The horizontal coordinates were scaled from a topographic map and have
 MK0268.an estimated accuracy of +/- 6 seconds.
 MK0268
 MK0268.The orthometric height was determined by differential leveling
 MK0268.and adjusted by the National Geodetic Survey in June 1991..
 MK0268
 MK0268.The geoid height was determined by GEOID03.
 MK0268
 MK0268.The dynamic height is computed by dividing the NAVD 88
 MK0268.geopotential number by the normal gravity value computed on the
 MK0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0268.degrees latitude (g = 980.6199 gals.).
 MK0268
 MK0268.The modeled gravity was interpolated from observed gravity values.
 MK0268
 MK0268;                    North         East    Units  Estimated Accuracy
 MK0268;SPC IA S     -   198,740.      286,200.      MT  (+/- 180 meters Scaled)
 MK0268
 MK0268                          SUPERSEDED SURVEY CONTROL
 MK0268
 MK0268  NGVD 29 (??/??/92)  313.739  (m)         1029.33   (f) ADJ UNCH    2 0
 MK0268
 MK0268.Superseded values are not recommended for survey control.
 MK0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0268.See file dsdata.txt to determine how the superseded data were derived.
 MK0268
 MK0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM434273(NAD 83)
 MK0268_MARKER: DB = BENCH MARK DISK
 MK0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0268_STAMPING: M 143 1948
 MK0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0268+STABILITY: SURFACE MOTION
 MK0268
 MK0268  HISTORY     - Date     Condition        Report By
 MK0268  HISTORY     - 1948     MONUMENTED       CGS
 MK0268  HISTORY     - 1974     GOOD             LOCSUR
 MK0268
 MK0268                          STATION DESCRIPTION
 MK0268
 MK0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0268'4.7 MI SE FROM RIVER SIOUX.
 MK0268'2.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0268'FROM THE STATION AT RIVER SIOUX, THENCE 1.1 MILES WEST ALONG A
 MK0268'DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.6
 MK0268'MILE WEST ALONG A DIRT ROAD, 42.0 FEET NORTHEAST OF THE NORTHEAST
 MK0268'CORNER OF A FARMHOUSE, 16.0 FEET SOUTH OF THE CENTER LINE OF THE
 MK0268'EAST-WEST ROAD, 1.7 FEET NORTH OF A 3-WAY CORNER FENCE POST, 1.7
 MK0268'FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MK0268'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MK0268
 MK0268                          STATION RECOVERY (1974)
 MK0268
 MK0268'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0186 ***********************************************************************
 MK0186  DESIGNATION -  M 144
 MK0186  PID         -  MK0186
 MK0186  STATE/COUNTY-  IA/MONONA
 MK0186  USGS QUAD   -  TEKAMAH NW (1970)
 MK0186
 MK0186                         *CURRENT SURVEY CONTROL
 MK0186  ___________________________________________________________________
 MK0186* NAD 83(1986)-  41 53 42.     (N)    096 08 20.     (W)     SCALED    
 MK0186* NAVD 88     -       314.879  (meters)    1033.07   (feet)  ADJUSTED  
 MK0186  ___________________________________________________________________
 MK0186  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 MK0186  DYNAMIC HT  -         314.761 (meters)    1032.68  (feet)  COMP
 MK0186  MODELED GRAV-     980,238.2   (mgal)                       NAVD 88
 MK0186
 MK0186  VERT ORDER  -  SECOND    CLASS 0
 MK0186
 MK0186.The horizontal coordinates were scaled from a topographic map and have
 MK0186.an estimated accuracy of +/- 6 seconds.
 MK0186
 MK0186.The orthometric height was determined by differential leveling
 MK0186.and adjusted by the National Geodetic Survey in June 1991..
 MK0186
 MK0186.The geoid height was determined by GEOID03.
 MK0186
 MK0186.The dynamic height is computed by dividing the NAVD 88
 MK0186.geopotential number by the normal gravity value computed on the
 MK0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0186.degrees latitude (g = 980.6199 gals.).
 MK0186
 MK0186.The modeled gravity was interpolated from observed gravity values.
 MK0186
 MK0186;                    North         East    Units  Estimated Accuracy
 MK0186;SPC IA N     - 1,047,290.    1,281,040.      MT  (+/- 180 meters Scaled)
 MK0186
 MK0186                          SUPERSEDED SURVEY CONTROL
 MK0186
 MK0186  NGVD 29 (??/??/92)  314.736  (m)         1032.60   (f) ADJ UNCH    2 0
 MK0186
 MK0186.Superseded values are not recommended for survey control.
 MK0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0186.See file dsdata.txt to determine how the superseded data were derived.
 MK0186
 MK0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM373420(NAD 83)
 MK0186_MARKER: DB = BENCH MARK DISK
 MK0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0186_STAMPING: M 144 1948
 MK0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0186+STABILITY: SURFACE MOTION
 MK0186
 MK0186  HISTORY     - Date     Condition        Report By
 MK0186  HISTORY     - 1948     MONUMENTED       CGS
 MK0186  HISTORY     - 1974     GOOD             LOCENG
 MK0186  HISTORY     - 1981     GOOD             LOCENG
 MK0186
 MK0186                          STATION DESCRIPTION
 MK0186
 MK0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0186'4.9 MI SW FROM BLENCOE.
 MK0186'0.5 MILE SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION
 MK0186'OF NO. 7 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.0
 MK0186'MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A
 MK0186'DIRT ROAD, THENCE 1.5 MILES WEST ALONG A DIRT ROAD, THENCE
 MK0186'1.4 MILES SOUTH ALONG A DIRT ROAD, ON THE OUTSIDE OF A CURVE
 MK0186'WITH TANGENTS LEADING NORTH AND EAST, 6.0 FEET WEST OF POINT
 MK0186'ON THE CENTER LINE OF THE NORTH TANGENT, 25.0 FEET SOUTH
 MK0186'OF THE CENTER LINE OF THE EAST TANGENT, 1.4 FEET SOUTHEAST
 MK0186'OF A FENCE CORNER POST, 28.7 FEET WEST OF A POWER LINE POLE,
 MK0186'1.6 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MK0186'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MK0186
 MK0186                          STATION RECOVERY (1974)
 MK0186
 MK0186'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 MK0186'RECOVERED IN GOOD CONDITION.
 MK0186
 MK0186                          STATION RECOVERY (1981)
 MK0186
 MK0186'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MK0186'NOT ON OUTSIDE OF CURVE, AT A T-INTERSECTION IN LINE WITH THE EXTENED
 MK0186'CENTERLINE OF THE ROAD, 26.5 FEET SOUTH OF THE CENTERLINE OF THE EAST
 MK0186'WEST ROAD FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0393 ***********************************************************************
 MJ0393  DESIGNATION -  M 146
 MJ0393  PID         -  MJ0393
 MJ0393  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0393  USGS QUAD   -  AVOCA NW (1994)
 MJ0393
 MJ0393                         *CURRENT SURVEY CONTROL
 MJ0393  ___________________________________________________________________
 MJ0393* NAD 83(1986)-  41 29 02.     (N)    095 28 47.     (W)     SCALED    
 MJ0393* NAVD 88     -       396.956  (meters)    1302.35   (feet)  ADJUSTED  
 MJ0393  ___________________________________________________________________
 MJ0393  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 MJ0393  DYNAMIC HT  -         396.783 (meters)    1301.78  (feet)  COMP
 MJ0393  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 MJ0393
 MJ0393  VERT ORDER  -  FIRST     CLASS II
 MJ0393
 MJ0393.The horizontal coordinates were scaled from a topographic map and have
 MJ0393.an estimated accuracy of +/- 6 seconds.
 MJ0393
 MJ0393.The orthometric height was determined by differential leveling
 MJ0393.and adjusted by the National Geodetic Survey in June 1991..
 MJ0393
 MJ0393.The geoid height was determined by GEOID03.
 MJ0393
 MJ0393.The dynamic height is computed by dividing the NAVD 88
 MJ0393.geopotential number by the normal gravity value computed on the
 MJ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0393.degrees latitude (g = 980.6199 gals.).
 MJ0393
 MJ0393.The modeled gravity was interpolated from observed gravity values.
 MJ0393
 MJ0393;                    North         East    Units  Estimated Accuracy
 MJ0393;SPC IA S     -   166,670.      334,680.      MT  (+/- 180 meters Scaled)
 MJ0393
 MJ0393                          SUPERSEDED SURVEY CONTROL
 MJ0393
 MJ0393  NGVD 29 (??/??/92)  396.837  (m)         1301.96   (f) ADJ UNCH    1 2
 MJ0393
 MJ0393.Superseded values are not recommended for survey control.
 MJ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0393.See file dsdata.txt to determine how the superseded data were derived.
 MJ0393
 MJ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF929954(NAD 83)
 MJ0393_MARKER: DB = BENCH MARK DISK
 MJ0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0393_STAMPING: M 146 1949
 MJ0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0393+STABILITY: SURFACE MOTION
 MJ0393
 MJ0393  HISTORY     - Date     Condition        Report By
 MJ0393  HISTORY     - 1949     MONUMENTED       CGS
 MJ0393
 MJ0393                          STATION DESCRIPTION
 MJ0393
 MJ0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0393'2.7 MI SW FROM SHELBY.
 MJ0393'2.7 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0393'RAILWAY FROM THE STATION AT SHELBY, AT THE NORTHEAST END OF A
 MJ0393'LONG FILL, AT A PRIVATE ROAD CROSSING, 69.2 FEET NORTHWEST
 MJ0393'OF THE NORTHWEST RAIL OF THE TRACK, 71.5 FEET NORTHEAST OF THE
 MJ0393'FIRST POLE NORTHEAST OF MILEPOST NO. 470, 27.0 FEET SOUTHWEST
 MJ0393'OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTHEASDT OF A FENCE,
 MJ0393'1.3 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 MJ0393'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MJ0393'NOTE-- REPORTED POSSIBLEY DESTROYED SINCE RAILROAD IS ABANDONED,
 MJ0393'RIGHT OF WAY FENCES HAVE BEEN RE-SET, OLD RAILROAD RIGHT-OF-WAY
 MJ0393'NOW IS IN CULTIVATED FIELD.  REPORTED SEPT. 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0503 ***********************************************************************
 MJ0503  DESIGNATION -  M 147
 MJ0503  PID         -  MJ0503
 MJ0503  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0503  USGS QUAD   -  OAKLAND (1963)
 MJ0503
 MJ0503                         *CURRENT SURVEY CONTROL
 MJ0503  ___________________________________________________________________
 MJ0503* NAD 83(1986)-  41 20 09.     (N)    095 23 01.     (W)     SCALED    
 MJ0503* NAVD 88     -       342.389  (meters)    1123.32   (feet)  ADJUSTED  
 MJ0503  ___________________________________________________________________
 MJ0503  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 MJ0503  DYNAMIC HT  -         342.255 (meters)    1122.88  (feet)  COMP
 MJ0503  MODELED GRAV-     980,222.0   (mgal)                       NAVD 88
 MJ0503
 MJ0503  VERT ORDER  -  SECOND    CLASS 0
 MJ0503
 MJ0503.The horizontal coordinates were scaled from a topographic map and have
 MJ0503.an estimated accuracy of +/- 6 seconds.
 MJ0503
 MJ0503.The orthometric height was determined by differential leveling
 MJ0503.and adjusted by the National Geodetic Survey in June 1991..
 MJ0503
 MJ0503.The geoid height was determined by GEOID03.
 MJ0503
 MJ0503.The dynamic height is computed by dividing the NAVD 88
 MJ0503.geopotential number by the normal gravity value computed on the
 MJ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0503.degrees latitude (g = 980.6199 gals.).
 MJ0503
 MJ0503.The modeled gravity was interpolated from observed gravity values.
 MJ0503
 MJ0503;                    North         East    Units  Estimated Accuracy
 MJ0503;SPC IA S     -   150,050.      342,350.      MT  (+/- 180 meters Scaled)
 MJ0503
 MJ0503                          SUPERSEDED SURVEY CONTROL
 MJ0503
 MJ0503  NGVD 29 (??/??/92)  342.306  (m)         1123.05   (f) ADJ UNCH    2 0
 MJ0503
 MJ0503.Superseded values are not recommended for survey control.
 MJ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0503.See file dsdata.txt to determine how the superseded data were derived.
 MJ0503
 MJ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF005787(NAD 83)
 MJ0503_MARKER: DB = BENCH MARK DISK
 MJ0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0503_STAMPING: M 147 1949
 MJ0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0503+STABILITY: SURFACE MOTION
 MJ0503
 MJ0503  HISTORY     - Date     Condition        Report By
 MJ0503  HISTORY     - 1949     MONUMENTED       CGS
 MJ0503
 MJ0503                          STATION DESCRIPTION
 MJ0503
 MJ0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0503'2.1 MI NE FROM OAKLAND.
 MJ0503'2.1 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 59 FROM THE CITIZENS
 MJ0503'STATE BANK AT OAKLAND, AT A T-JUNCTION OF THE HIGHWAY AND A DIRT
 MJ0503'ROAD LEADING EAST, AT THE FOOT OF A HILL SLOPING TO THE NORTH,
 MJ0503'80.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 27.0 FEET NORTH
 MJ0503'OF THE CENTER LINE OF THE SIDE ROAD, 29.7 FEET NORTHEAST OF THE
 MJ0503'CENTER LINE OF THE NORTH END OF A PIPE CULVERT, 1.0 FOOT WEST OF
 MJ0503'THE EAST RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF A REFERENCE POST,
 MJ0503'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 MJ0503'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0531 ***********************************************************************
 MJ0531  DESIGNATION -  M 148 RESET
 MJ0531  PID         -  MJ0531
 MJ0531  STATE/COUNTY-  IA/MONTGOMERY
 MJ0531  USGS QUAD   -  CARSON (1978)
 MJ0531
 MJ0531                         *CURRENT SURVEY CONTROL
 MJ0531  ___________________________________________________________________
 MJ0531* NAD 83(1986)-  41 08 46.     (N)    095 23 03.     (W)     SCALED    
 MJ0531* NAVD 88     -       346.15   (meters)    1135.7    (feet)  RESET     
 MJ0531  ___________________________________________________________________
 MJ0531  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 MJ0531
 MJ0531  VERT ORDER  -  THIRD
 MJ0531
 MJ0531.The horizontal coordinates were scaled from a topographic map and have
 MJ0531.an estimated accuracy of +/- 6 seconds.
 MJ0531
 MJ0531.The orthometric height was computed from unverified reset data.
 MJ0531
 MJ0531.The geoid height was determined by GEOID03.
 MJ0531
 MJ0531;                    North         East    Units  Estimated Accuracy
 MJ0531;SPC IA S     -   128,990.      341,850.      MT  (+/- 180 meters Scaled)
 MJ0531
 MJ0531                          SUPERSEDED SURVEY CONTROL
 MJ0531
 MJ0531  NGVD 29 (??/??/??)  346.07   (m)         1135.4    (f) RESET       3  
 MJ0531
 MJ0531.Superseded values are not recommended for survey control.
 MJ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0531.See file dsdata.txt to determine how the superseded data were derived.
 MJ0531
 MJ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF999577(NAD 83)
 MJ0531_MARKER: DB = BENCH MARK DISK
 MJ0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0531_STAMPING: M 148 RESET 1970
 MJ0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0531+STABILITY: SURFACE MOTION
 MJ0531
 MJ0531  HISTORY     - Date     Condition        Report By
 MJ0531  HISTORY     - 1970     MONUMENTED       NGS
 MJ0531
 MJ0531                          STATION DESCRIPTION
 MJ0531
 MJ0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0531'2.8 MI NE FROM HENDERSON.
 MJ0531'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 244 FROM THE CITIZENS
 MJ0531'STATE BANK AT HENDERSON, THENCE 1.0 MILE EAST ALONG COUNTY ROAD
 MJ0531'H-12, 128 FEET NORTH-NORTHEAST OF THE CENTER OF A T-INTERSECTION,
 MJ0531'29 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 1 FOOT WEST
 MJ0531'OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, AND SET IN THE
 MJ0531'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0489 ***********************************************************************
 MJ0489  DESIGNATION -  M 149
 MJ0489  PID         -  MJ0489
 MJ0489  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0489  USGS QUAD   -  CARSON (1978)
 MJ0489
 MJ0489                         *CURRENT SURVEY CONTROL
 MJ0489  ___________________________________________________________________
 MJ0489* NAD 83(1986)-  41 13 41.     (N)    095 26 42.     (W)     SCALED    
 MJ0489* NAVD 88     -       360.532  (meters)    1182.85   (feet)  ADJUSTED  
 MJ0489  ___________________________________________________________________
 MJ0489  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 MJ0489  DYNAMIC HT  -         360.384 (meters)    1182.36  (feet)  COMP
 MJ0489  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 MJ0489
 MJ0489  VERT ORDER  -  SECOND    CLASS 0
 MJ0489
 MJ0489.The horizontal coordinates were scaled from a topographic map and have
 MJ0489.an estimated accuracy of +/- 6 seconds.
 MJ0489
 MJ0489.The orthometric height was determined by differential leveling
 MJ0489.and adjusted by the National Geodetic Survey in June 1991..
 MJ0489
 MJ0489.The geoid height was determined by GEOID03.
 MJ0489
 MJ0489.The dynamic height is computed by dividing the NAVD 88
 MJ0489.geopotential number by the normal gravity value computed on the
 MJ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0489.degrees latitude (g = 980.6199 gals.).
 MJ0489
 MJ0489.The modeled gravity was interpolated from observed gravity values.
 MJ0489
 MJ0489;                    North         East    Units  Estimated Accuracy
 MJ0489;SPC IA S     -   138,200.      336,940.      MT  (+/- 180 meters Scaled)
 MJ0489
 MJ0489                          SUPERSEDED SURVEY CONTROL
 MJ0489
 MJ0489  NGVD 29 (??/??/92)  360.448  (m)         1182.57   (f) ADJ UNCH    2 0
 MJ0489
 MJ0489.Superseded values are not recommended for survey control.
 MJ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0489.See file dsdata.txt to determine how the superseded data were derived.
 MJ0489
 MJ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF950669(NAD 83)
 MJ0489_MARKER: DB = BENCH MARK DISK
 MJ0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0489_STAMPING: M 149 1949
 MJ0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0489+STABILITY: SURFACE MOTION
 MJ0489
 MJ0489  HISTORY     - Date     Condition        Report By
 MJ0489  HISTORY     - 1949     MONUMENTED       CGS
 MJ0489  HISTORY     - 1976     MARK NOT FOUND   USGS
 MJ0489
 MJ0489                          STATION DESCRIPTION
 MJ0489
 MJ0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0489'1.7 MI SW FROM CARSON.
 MJ0489'0.2 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0489'FROM THE STATION AT CARSON, THENCE 1.0 MILE WEST ALONG STATE
 MJ0489'HIGHWAY NO. 100, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, AT THE
 MJ0489'HOOKER AIRFIELD, 0.3 MILE NORTHWEST OF THE MOST WESTERLY ONE OF
 MJ0489'TWO HANGARS, ALONG AN EAST-WEST FENCE ALONG THE NORTH SIDE OF THE
 MJ0489'FIELD, ALONG A NORTHWEST-SOUTHEAST RIDGE, AT THE NORTHWEST END
 MJ0489'OF THE RUNWAY AND ON THE APPROXIMATE CENTER LINE, ABOUT 0.3 MILE
 MJ0489'WEST OF A NORTH-SOUTH DIRT ROAD, 1.0 FOOT SOUTH OF THE FENCE,
 MJ0489'1.4 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MJ0489'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MJ0489
 MJ0489                          STATION RECOVERY (1976)
 MJ0489
 MJ0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MJ0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0253 ***********************************************************************
 MJ0253  DESIGNATION -  M 150 RESET
 MJ0253  PID         -  MJ0253
 MJ0253  STATE/COUNTY-  IA/SHELBY
 MJ0253  USGS QUAD   -  CORLEY (1978)
 MJ0253
 MJ0253                         *CURRENT SURVEY CONTROL
 MJ0253  ___________________________________________________________________
 MJ0253* NAD 83(1986)-  41 34 54.     (N)    095 20 07.     (W)     SCALED    
 MJ0253* NAVD 88     -       363.55   (meters)    1192.7    (feet)  RESET     
 MJ0253  ___________________________________________________________________
 MJ0253  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 MJ0253
 MJ0253  VERT ORDER  -  THIRD
 MJ0253
 MJ0253.The horizontal coordinates were scaled from a topographic map and have
 MJ0253.an estimated accuracy of +/- 6 seconds.
 MJ0253
 MJ0253.The orthometric height was computed from unverified reset data.
 MJ0253
 MJ0253.The geoid height was determined by GEOID03.
 MJ0253
 MJ0253;                    North         East    Units  Estimated Accuracy
 MJ0253;SPC IA S     -   177,260.      346,970.      MT  (+/- 180 meters Scaled)
 MJ0253
 MJ0253                          SUPERSEDED SURVEY CONTROL
 MJ0253
 MJ0253  NGVD 29 (??/??/??)  363.44   (m)         1192.4    (f) RESET       3  
 MJ0253
 MJ0253.Superseded values are not recommended for survey control.
 MJ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0253.See file dsdata.txt to determine how the superseded data were derived.
 MJ0253
 MJ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG053059(NAD 83)
 MJ0253_MARKER: DB = BENCH MARK DISK
 MJ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0253_STAMPING: M 150 RESET 1970
 MJ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0253+STABILITY: SURFACE MOTION
 MJ0253
 MJ0253  HISTORY     - Date     Condition        Report By
 MJ0253  HISTORY     - 1970     MONUMENTED       NGS
 MJ0253
 MJ0253                          STATION DESCRIPTION
 MJ0253
 MJ0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0253'4.7 MI S FROM HARLAN.
 MJ0253'4.7 MILES SOUTH ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF
 MJ0253'U.S. HIGHWAY 59 AND STATE HIGHWAY 44 AT HARLAN, AT THE HARLAN
 MJ0253'MUNICIPAL AIRPORT, CEMENTED IN A DRILL HOLE IN THE NORTHWEST
 MJ0253'CONCRETE FOUNDATION FOR THE AIRPORT BEACON.  IT IS ALSO 7.5
 MJ0253'MILES NORTH ALONG U.S. HIGHWAY 59 FROM THE AVOCA WATERWORKS
 MJ0253'BUILDING AT AVOCA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0351 ***********************************************************************
 NM0351  DESIGNATION -  M 152
 NM0351  PID         -  NM0351
 NM0351  STATE/COUNTY-  IA/WOODBURY
 NM0351  USGS QUAD   -  LUTON (1964)
 NM0351
 NM0351                         *CURRENT SURVEY CONTROL
 NM0351  ___________________________________________________________________
 NM0351* NAD 83(1986)-  42 18 54.     (N)    096 09 09.     (W)     SCALED    
 NM0351* NAVD 88     -       327.451  (meters)    1074.31   (feet)  ADJUSTED  
 NM0351  ___________________________________________________________________
 NM0351  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 NM0351  DYNAMIC HT  -         327.342 (meters)    1073.95  (feet)  COMP
 NM0351  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 NM0351
 NM0351  VERT ORDER  -  SECOND    CLASS 0
 NM0351
 NM0351.The horizontal coordinates were scaled from a topographic map and have
 NM0351.an estimated accuracy of +/- 6 seconds.
 NM0351
 NM0351.The orthometric height was determined by differential leveling
 NM0351.and adjusted by the National Geodetic Survey in June 1991..
 NM0351
 NM0351.The geoid height was determined by GEOID03.
 NM0351
 NM0351.The dynamic height is computed by dividing the NAVD 88
 NM0351.geopotential number by the normal gravity value computed on the
 NM0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0351.degrees latitude (g = 980.6199 gals.).
 NM0351
 NM0351.The modeled gravity was interpolated from observed gravity values.
 NM0351
 NM0351;                    North         East    Units  Estimated Accuracy
 NM0351;SPC IA N     - 1,093,960.    1,281,370.      MT  (+/- 180 meters Scaled)
 NM0351
 NM0351                          SUPERSEDED SURVEY CONTROL
 NM0351
 NM0351  NGVD 29 (??/??/92)  327.295  (m)         1073.80   (f) ADJ UNCH    2 0
 NM0351
 NM0351.Superseded values are not recommended for survey control.
 NM0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0351.See file dsdata.txt to determine how the superseded data were derived.
 NM0351
 NM0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM346886(NAD 83)
 NM0351_MARKER: DB = BENCH MARK DISK
 NM0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0351_SP_SET: CULVERT
 NM0351_STAMPING: M 152 1949
 NM0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0351
 NM0351  HISTORY     - Date     Condition        Report By
 NM0351  HISTORY     - 1949     MONUMENTED       CGS
 NM0351  HISTORY     - 1964     MARK NOT FOUND   USGS
 NM0351
 NM0351                          STATION DESCRIPTION
 NM0351
 NM0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0351'7.8 MI NE FROM SALIX.
 NM0351'0.6 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND NORTH
 NM0351'WESTERN RAILWAY STATION AT SALIX, THENCE 0.5 MILE EAST ALONG
 NM0351'A GRADED DIRT ROAD, THENCE 3.0 MILES EAST ALONG A GRAVELED
 NM0351'ROAD, THENCE 3.65 MILES EAST ALONG A GRADED DIRT ROAD, 0.1 MILE
 NM0351'EAST OF A T ROAD LEADING SOUTH, SET IN THE SOUTH WINGWALL AT THE
 NM0351'WEST END OF A 4 X 6 FOOT CONCRETE BOX CULVERT, 68.0 FEET
 NM0351'NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE OVER A DRAINAGE
 NM0351'DITCH, 28 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 NM0351'1.6 FEET NORTHEAST OF THE SOUTHWEST END OF THE WINGWALL, AND
 NM0351'ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD.  NOTE-- A NEW CULVERT
 NM0351'HAS BEEN CONSTRUCTED AT THIS LOCATION.
 NM0351
 NM0351                          STATION RECOVERY (1964)
 NM0351
 NM0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NM0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0402 ***********************************************************************
 NL0402  DESIGNATION -  M 153
 NL0402  PID         -  NL0402
 NL0402  STATE/COUNTY-  IA/WOODBURY
 NL0402  USGS QUAD   -  SMITHLAND (1969)
 NL0402
 NL0402                         *CURRENT SURVEY CONTROL
 NL0402  ___________________________________________________________________
 NL0402* NAD 83(1986)-  42 13 46.     (N)    095 55 50.     (W)     SCALED    
 NL0402* NAVD 88     -       332.456  (meters)    1090.73   (feet)  ADJUSTED  
 NL0402  ___________________________________________________________________
 NL0402  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 NL0402  DYNAMIC HT  -         332.340 (meters)    1090.35  (feet)  COMP
 NL0402  MODELED GRAV-     980,262.3   (mgal)                       NAVD 88
 NL0402
 NL0402  VERT ORDER  -  SECOND    CLASS 0
 NL0402
 NL0402.The horizontal coordinates were scaled from a topographic map and have
 NL0402.an estimated accuracy of +/- 6 seconds.
 NL0402
 NL0402.The orthometric height was determined by differential leveling
 NL0402.and adjusted by the National Geodetic Survey in June 1991..
 NL0402
 NL0402.The geoid height was determined by GEOID03.
 NL0402
 NL0402.The dynamic height is computed by dividing the NAVD 88
 NL0402.geopotential number by the normal gravity value computed on the
 NL0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0402.degrees latitude (g = 980.6199 gals.).
 NL0402
 NL0402.The modeled gravity was interpolated from observed gravity values.
 NL0402
 NL0402;                    North         East    Units  Estimated Accuracy
 NL0402;SPC IA N     - 1,083,910.    1,299,380.      MT  (+/- 180 meters Scaled)
 NL0402
 NL0402                          SUPERSEDED SURVEY CONTROL
 NL0402
 NL0402  NGVD 29 (??/??/92)  332.308  (m)         1090.25   (f) ADJ UNCH    2 0
 NL0402
 NL0402.Superseded values are not recommended for survey control.
 NL0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0402.See file dsdata.txt to determine how the superseded data were derived.
 NL0402
 NL0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG581794(NAD 83)
 NL0402_MARKER: DB = BENCH MARK DISK
 NL0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0402_SP_SET: WALL
 NL0402_STAMPING: M 153 1949
 NL0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0402
 NL0402  HISTORY     - Date     Condition        Report By
 NL0402  HISTORY     - 1949     MONUMENTED       CGS
 NL0402
 NL0402                          STATION DESCRIPTION
 NL0402
 NL0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0402'AT SMITHLAND.
 NL0402'AT SMITHLAND, 2.4 FEET NORTH OF THE SOUTHEAST CORNER OF AND SET
 NL0402'VERTICALLY 3.1 FEET ABOVE THE PLATFORM IN THE EAST BRICK WALL OF THE
 NL0402'CONSOLIDATED SCHOOLHOUSE, AND 2.4 FEET SOUTH OF THE SOUTH CASING
 NL0402'OF THE DOOR LEADING TO THE FURNACE ROOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0812 ***********************************************************************
 NM0812  DESIGNATION -  M 154
 NM0812  PID         -  NM0812
 NM0812  STATE/COUNTY-  IA/PLYMOUTH
 NM0812  USGS QUAD   -  JEFFERSON (1994)
 NM0812
 NM0812                         *CURRENT SURVEY CONTROL
 NM0812  ___________________________________________________________________
 NM0812* NAD 83(1986)-  42 52 20.     (N)    096 31 28.     (W)     SCALED    
 NM0812* NAVD 88     -       351.899  (meters)    1154.52   (feet)  ADJUSTED  
 NM0812  ___________________________________________________________________
 NM0812  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 NM0812  DYNAMIC HT  -         351.804 (meters)    1154.21  (feet)  COMP
 NM0812  MODELED GRAV-     980,340.8   (mgal)                       NAVD 88
 NM0812
 NM0812  VERT ORDER  -  FIRST     CLASS II
 NM0812
 NM0812.The horizontal coordinates were scaled from a topographic map and have
 NM0812.an estimated accuracy of +/- 6 seconds.
 NM0812
 NM0812.The orthometric height was determined by differential leveling
 NM0812.and adjusted by the National Geodetic Survey in June 1991..
 NM0812
 NM0812.The geoid height was determined by GEOID03.
 NM0812
 NM0812.The dynamic height is computed by dividing the NAVD 88
 NM0812.geopotential number by the normal gravity value computed on the
 NM0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0812.degrees latitude (g = 980.6199 gals.).
 NM0812
 NM0812.The modeled gravity was interpolated from observed gravity values.
 NM0812
 NM0812;                    North         East    Units  Estimated Accuracy
 NM0812;SPC IA N     - 1,156,840.    1,252,940.      MT  (+/- 180 meters Scaled)
 NM0812
 NM0812                          SUPERSEDED SURVEY CONTROL
 NM0812
 NM0812  NGVD 29 (??/??/92)  351.703  (m)         1153.88   (f) ADJ UNCH    1 2
 NM0812
 NM0812.Superseded values are not recommended for survey control.
 NM0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0812.See file dsdata.txt to determine how the superseded data were derived.
 NM0812
 NM0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN022495(NAD 83)
 NM0812_MARKER: DB = BENCH MARK DISK
 NM0812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0812_SP_SET: CULVERT
 NM0812_STAMPING: M 154 1949
 NM0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0812
 NM0812  HISTORY     - Date     Condition        Report By
 NM0812  HISTORY     - 1949     MONUMENTED       CGS
 NM0812
 NM0812                          STATION DESCRIPTION
 NM0812
 NM0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0812'3 MI S FROM CHATSWORTH.
 NM0812'3.0 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0812'PACIFIC RAILROAD FROM THE RAILROAD STATION AT CHATSWORTH, IN THE
 NM0812'SOUTH END OF THE WEST HEADWALL OF A 4 X 10 FOOT CONCRETE BOX
 NM0812'CULVERT UNDER STATE HIGHWAY 12, OPPOSITE RAILROAD BRIDGE T-536,
 NM0812'140.0 FEET NORTHEAST OF MILEPOST 16, 77.0 FEET EAST OF THE EAST
 NM0812'RAIL, 20.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.2
 NM0812'FEET NORTH OF THE SOUTH END OF THE HEADWALL, 0.6 FOOT ABOVE THE
 NM0812'LEVEL OF THE HIGHWAY, AND ABOUT LEVEL WITH THE TOP OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0436 ***********************************************************************
 MH0436  DESIGNATION -  M 155
 MH0436  PID         -  MH0436
 MH0436  STATE/COUNTY-  IA/POLK
 MH0436  USGS QUAD   -  DES MOINES SW (1976)
 MH0436
 MH0436                         *CURRENT SURVEY CONTROL
 MH0436  ___________________________________________________________________
 MH0436* NAD 83(1986)-  41 33 58.     (N)    093 43 03.     (W)     SCALED    
 MH0436* NAVD 88     -       248.573  (meters)     815.53   (feet)  ADJUSTED  
 MH0436  ___________________________________________________________________
 MH0436  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 MH0436  DYNAMIC HT  -         248.465 (meters)     815.17  (feet)  COMP
 MH0436  MODELED GRAV-     980,183.6   (mgal)                       NAVD 88
 MH0436
 MH0436  VERT ORDER  -  FIRST     CLASS II
 MH0436
 MH0436.The horizontal coordinates were scaled from a topographic map and have
 MH0436.an estimated accuracy of +/- 6 seconds.
 MH0436
 MH0436.The orthometric height was determined by differential leveling
 MH0436.and adjusted by the National Geodetic Survey in June 1991..
 MH0436
 MH0436.The geoid height was determined by GEOID03.
 MH0436
 MH0436.The dynamic height is computed by dividing the NAVD 88
 MH0436.geopotential number by the normal gravity value computed on the
 MH0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0436.degrees latitude (g = 980.6199 gals.).
 MH0436
 MH0436.The modeled gravity was interpolated from observed gravity values.
 MH0436
 MH0436;                    North         East    Units  Estimated Accuracy
 MH0436;SPC IA S     -   173,940.      481,860.      MT  (+/- 180 meters Scaled)
 MH0436
 MH0436                          SUPERSEDED SURVEY CONTROL
 MH0436
 MH0436  NGVD 29 (??/??/92)  248.522  (m)          815.36   (f) ADJ UNCH    1 2
 MH0436
 MH0436.Superseded values are not recommended for survey control.
 MH0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0436.See file dsdata.txt to determine how the superseded data were derived.
 MH0436
 MH0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG401018(NAD 83)
 MH0436_MARKER: DB = BENCH MARK DISK
 MH0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0436_STAMPING: M 155 1950
 MH0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0436+STABILITY: SURFACE MOTION
 MH0436
 MH0436  HISTORY     - Date     Condition        Report By
 MH0436  HISTORY     - 1950     MONUMENTED       CGS
 MH0436  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0436
 MH0436                          STATION DESCRIPTION
 MH0436
 MH0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0436'0.6 MI SW FROM DES MOINES.
 MH0436'0.6 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0436'RAILROAD FROM THE STATION AT WEST DES MOINES, AT A ROAD CROSSING,
 MH0436'0.1 MILE EAST OF THE PENN-DIXIE CEMENT PLANT, 33 FEET NORTHWEST
 MH0436'OF THE NORTHWEST RAIL OF THE MOST NORTHWESTERLY SIDE TRACK, 45
 MH0436'FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING WEST
 MH0436'TO THE CEMENT PLANT, 3.6 FEET SOUTH OF A TELEPHONE POLE, 2.6 FEET
 MH0436'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MH0436'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MH0436
 MH0436                          STATION RECOVERY (1995)
 MH0436
 MH0436'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1532 ***********************************************************************
 LF1532  DESIGNATION -  M 157 RESET
 LF1532  PID         -  LF1532
 LF1532  STATE/COUNTY-  IA/FREMONT
 LF1532  USGS QUAD   -  SIDNEY (1981)
 LF1532
 LF1532                         *CURRENT SURVEY CONTROL
 LF1532  ___________________________________________________________________
 LF1532* NAD 83(1986)-  40 40 25.     (N)    095 38 55.     (W)     SCALED    
 LF1532* NAVD 88     -       306.10   (meters)    1004.3    (feet)  RESET     
 LF1532  ___________________________________________________________________
 LF1532  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LF1532
 LF1532  VERT ORDER  -  THIRD
 LF1532
 LF1532.The horizontal coordinates were scaled from a topographic map and have
 LF1532.an estimated accuracy of +/- 6 seconds.
 LF1532
 LF1532.The orthometric height was computed from unverified reset data.
 LF1532
 LF1532.The geoid height was determined by GEOID03.
 LF1532
 LF1532;                    North         East    Units  Estimated Accuracy
 LF1532;SPC IA S     -    77,050.      318,360.      MT  (+/- 180 meters Scaled)
 LF1532
 LF1532                          SUPERSEDED SURVEY CONTROL
 LF1532
 LF1532  NGVD 29 (05/12/04)  306.00   (m)         1003.9    (f) RESET       3  
 LF1532
 LF1532.Superseded values are not recommended for survey control.
 LF1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1532.See file dsdata.txt to determine how the superseded data were derived.
 LF1532
 LF1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF761058(NAD 83)
 LF1532_MARKER: DB = BENCH MARK DISK
 LF1532_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF1532_SP_SET: HEADWALL
 LF1532_STAMPING: M 157 RESET 1985
 LF1532_MARK LOGO: NGS   
 LF1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1532+STABILITY: SURFACE MOTION
 LF1532
 LF1532  HISTORY     - Date     Condition        Report By
 LF1532  HISTORY     - 1985     MONUMENTED       IAHD
 LF1532
 LF1532                          STATION DESCRIPTION
 LF1532
 LF1532'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1985
 LF1532'8.0 KM (4.95 MI) SOUTH FROM SIDNEY.
 LF1532'8.0 KM (4.95 MI) SOUTH ALONG U.S. HIGHWAY 275, FROM THE COURTHOUSE IN
 LF1532'SIDNEY, TO THE MARK ON THE RIGHT, AT HIGHWAY STATION 240+60 AND 56 FT
 LF1532'WEST FROM THE CENTERLINE OF THE HIGHWAY, SET INTO THE HEADWALL OF AN
 LF1532'84-INCH PIPE WITH A RE-INFORCED CONCRETE FLUME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0422 ***********************************************************************
 NL0422  DESIGNATION -  M 158
 NL0422  PID         -  NL0422
 NL0422  STATE/COUNTY-  IA/MONONA
 NL0422  USGS QUAD   -  CASTANA (1982)
 NL0422
 NL0422                         *CURRENT SURVEY CONTROL
 NL0422  ___________________________________________________________________
 NL0422* NAD 83(1986)-  42 01 09.     (N)    095 58 59.     (W)     SCALED    
 NL0422* NAVD 88     -       319.893  (meters)    1049.52   (feet)  ADJUSTED  
 NL0422  ___________________________________________________________________
 NL0422  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 NL0422  DYNAMIC HT  -         319.774 (meters)    1049.13  (feet)  COMP
 NL0422  MODELED GRAV-     980,239.8   (mgal)                       NAVD 88
 NL0422
 NL0422  VERT ORDER  -  SECOND    CLASS 0
 NL0422
 NL0422.The horizontal coordinates were scaled from a topographic map and have
 NL0422.an estimated accuracy of +/- 6 seconds.
 NL0422
 NL0422.The orthometric height was determined by differential leveling
 NL0422.and adjusted by the National Geodetic Survey in June 1991..
 NL0422
 NL0422.The geoid height was determined by GEOID03.
 NL0422
 NL0422.The dynamic height is computed by dividing the NAVD 88
 NL0422.geopotential number by the normal gravity value computed on the
 NL0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0422.degrees latitude (g = 980.6199 gals.).
 NL0422
 NL0422.The modeled gravity was interpolated from observed gravity values.
 NL0422
 NL0422;                    North         East    Units  Estimated Accuracy
 NL0422;SPC IA N     - 1,060,690.    1,294,370.      MT  (+/- 180 meters Scaled)
 NL0422
 NL0422                          SUPERSEDED SURVEY CONTROL
 NL0422
 NL0422  NGVD 29 (??/??/92)  319.74   (m)         1049.0    (f) COMPUTED    2 0
 NL0422
 NL0422.Superseded values are not recommended for survey control.
 NL0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0422.See file dsdata.txt to determine how the superseded data were derived.
 NL0422
 NL0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG530562(NAD 83)
 NL0422_MARKER: DB = BENCH MARK DISK
 NL0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0422_SP_SET: CONCRETE BASE
 NL0422_STAMPING: M 158 1949
 NL0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0422
 NL0422  HISTORY     - Date     Condition        Report By
 NL0422  HISTORY     - 1949     MONUMENTED       CGS
 NL0422  HISTORY     - 1982     GOOD             LOCENG
 NL0422  HISTORY     - 20060829 MARK NOT FOUND   GEOCAC
 NL0422
 NL0422                          STATION DESCRIPTION
 NL0422
 NL0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0422'0.8 MI W FROM TURIN.
 NL0422'0.8 MILE WEST ALONG THE IOWA STATE HIGHWAY 37 FROM THE POST OFFICE
 NL0422'AT TURIN, SET IN THE CONCRETE BASE SUPPORTING THE SOUTHWEST END
 NL0422'OF THE STEEL STRUCTURE OF THE HIGHWAY BRIDGE OVER THE LITTLE SIOUX
 NL0422'RIVER, 6.0 FEET BELOW THE LEVEL OF THE HIGHWAY, 1.2 FEET SOUTH OF
 NL0422'THE SOUTHWEST CORNER OF THE STEEL STRUCTURE.
 NL0422
 NL0422                          STATION RECOVERY (1982)
 NL0422
 NL0422'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 NL0422'STATE HIGHWAY 37 IS NOW STATE HIGHWAY 175.
 NL0422
 NL0422                          STATION RECOVERY (2006)
 NL0422
 NL0422'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NL0422'THE ORIGINAL DISK APPEARS TO HAVE BEEN RESET TO NL0423.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0423 ***********************************************************************
 NL0423  DESIGNATION -  M 158 RESET
 NL0423  PID         -  NL0423
 NL0423  STATE/COUNTY-  IA/MONONA
 NL0423  USGS QUAD   -  CASTANA (1982)
 NL0423
 NL0423                         *CURRENT SURVEY CONTROL
 NL0423  ___________________________________________________________________
 NL0423* NAD 83(1986)-  42 01 09.     (N)    095 58 59.     (W)     SCALED    
 NL0423* NAVD 88     -       324.27   (meters)    1063.9    (feet)  RESET     
 NL0423  ___________________________________________________________________
 NL0423  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 NL0423
 NL0423  VERT ORDER  -  THIRD
 NL0423
 NL0423.The horizontal coordinates were scaled from a topographic map and have
 NL0423.an estimated accuracy of +/- 6 seconds.
 NL0423
 NL0423.The orthometric height was computed from unverified reset data.
 NL0423
 NL0423.The geoid height was determined by GEOID03.
 NL0423
 NL0423;                    North         East    Units  Estimated Accuracy
 NL0423;SPC IA N     - 1,060,690.    1,294,370.      MT  (+/- 180 meters Scaled)
 NL0423
 NL0423                          SUPERSEDED SURVEY CONTROL
 NL0423
 NL0423.No superseded survey control is available for this station.
 NL0423
 NL0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG530562(NAD 83)
 NL0423_MARKER: DB = BENCH MARK DISK
 NL0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0423_SP_SET: BRIDGE
 NL0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0423+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 NL0423
 NL0423  HISTORY     - Date     Condition        Report By
 NL0423  HISTORY     - UNK      MONUMENTED       CGS
 NL0423  HISTORY     - 1959     GOOD             NGS
 NL0423  HISTORY     - 1973     GOOD             NGS
 NL0423  HISTORY     - 20060829 GOOD             GEOCAC
 NL0423
 NL0423                          STATION DESCRIPTION
 NL0423
 NL0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NL0423'0.9 MI W FROM TURIN.
 NL0423'ABOUT 0.9 MILE WEST ALONG THE IOWA STATE HIGHWAY 37 FROM THE POST
 NL0423'OFFICE AT TURIN, RESET FROM OLD HIGHWAY BRIDGE TO NEW BRIDGE ON
 NL0423'HIGHWAY 37 OVER LITTLE SIOUX RIVER, IN THE SOUTHWEST CORNER OF
 NL0423'BRIDGE, TOP OF ABUTMENT.
 NL0423
 NL0423                          STATION RECOVERY (1973)
 NL0423
 NL0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NL0423'RECOVERED IN GOOD CONDITION.
 NL0423
 NL0423                          STATION RECOVERY (2006)
 NL0423
 NL0423'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NL0423'HIGHWAY IS NOW 175. HANDHELD COORDINATES N42 01 09.3 W095 58 59.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0441 ***********************************************************************
 NL0441  DESIGNATION -  M 159
 NL0441  PID         -  NL0441
 NL0441  STATE/COUNTY-  IA/MONONA
 NL0441  USGS QUAD   -  MAPLETON SE (1982)
 NL0441
 NL0441                         *CURRENT SURVEY CONTROL
 NL0441  ___________________________________________________________________
 NL0441* NAD 83(1986)-  42 00 01.     (N)    095 48 23.     (W)     SCALED    
 NL0441* NAVD 88     -       368.951  (meters)    1210.47   (feet)  ADJUSTED  
 NL0441  ___________________________________________________________________
 NL0441  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 NL0441  DYNAMIC HT  -         368.809 (meters)    1210.00  (feet)  COMP
 NL0441  MODELED GRAV-     980,226.5   (mgal)                       NAVD 88
 NL0441
 NL0441  VERT ORDER  -  SECOND    CLASS 0
 NL0441
 NL0441.The horizontal coordinates were scaled from a topographic map and have
 NL0441.an estimated accuracy of +/- 6 seconds.
 NL0441
 NL0441.The orthometric height was determined by differential leveling
 NL0441.and adjusted by the National Geodetic Survey in June 1991..
 NL0441
 NL0441.The geoid height was determined by GEOID03.
 NL0441
 NL0441.The dynamic height is computed by dividing the NAVD 88
 NL0441.geopotential number by the normal gravity value computed on the
 NL0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0441.degrees latitude (g = 980.6199 gals.).
 NL0441
 NL0441.The modeled gravity was interpolated from observed gravity values.
 NL0441
 NL0441;                    North         East    Units  Estimated Accuracy
 NL0441;SPC IA N     - 1,058,180.    1,308,940.      MT  (+/- 180 meters Scaled)
 NL0441
 NL0441                          SUPERSEDED SURVEY CONTROL
 NL0441
 NL0441  NGVD 29 (??/??/92)  368.804  (m)         1209.98   (f) ADJ UNCH    2 0
 NL0441
 NL0441.Superseded values are not recommended for survey control.
 NL0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0441.See file dsdata.txt to determine how the superseded data were derived.
 NL0441
 NL0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG675536(NAD 83)
 NL0441_MARKER: DB = BENCH MARK DISK
 NL0441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0441_SP_SET: CULVERT
 NL0441_STAMPING: M 159 1949
 NL0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0441
 NL0441  HISTORY     - Date     Condition        Report By
 NL0441  HISTORY     - 1949     MONUMENTED       CGS
 NL0441  HISTORY     - 1982     GOOD             LOCENG
 NL0441
 NL0441                          STATION DESCRIPTION
 NL0441
 NL0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0441'2 MI W FROM SOLDIER.
 NL0441'2.0 MILES WEST ALONG IOWA STATE HIGHWAY 37 FROM THE CHICAGO
 NL0441'AND NORTH WESTERN RAILWAY STATION AT SOLDIER, 0.1 MILE EAST
 NL0441'OF A GRADED DIRT ROAD LEADING NORTH, SET IN THE SOUTHEAST
 NL0441'WINGWALL OF A 9 X 24 FOOT CONCRETE CULVERT AND FLOODWALL, 27 FEET
 NL0441'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.6 FEET NORTH OF THE
 NL0441'SOUTHEAST CORNER OF THE WINGWALL.
 NL0441
 NL0441                          STATION RECOVERY (1982)
 NL0441
 NL0441'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 NL0441'1.0 FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0551 ***********************************************************************
 OP0551  DESIGNATION -  M 16
 OP0551  PID         -  OP0551
 OP0551  STATE/COUNTY-  IA/O BRIEN
 OP0551  USGS QUAD   -  SHELDON (1964)
 OP0551
 OP0551                         *CURRENT SURVEY CONTROL
 OP0551  ___________________________________________________________________
 OP0551* NAD 83(1986)-  43 11 10.     (N)    095 51 19.     (W)     SCALED    
 OP0551* NAVD 88     -       428.875  (meters)    1407.07   (feet)  ADJUSTED  
 OP0551  ___________________________________________________________________
 OP0551  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 OP0551  DYNAMIC HT  -         428.756 (meters)    1406.68  (feet)  COMP
 OP0551  MODELED GRAV-     980,328.6   (mgal)                       NAVD 88
 OP0551
 OP0551  VERT ORDER  -  SECOND    CLASS 0
 OP0551
 OP0551.The horizontal coordinates were scaled from a topographic map and have
 OP0551.an estimated accuracy of +/- 6 seconds.
 OP0551
 OP0551.The orthometric height was determined by differential leveling
 OP0551.and adjusted by the National Geodetic Survey in June 1991..
 OP0551
 OP0551.The geoid height was determined by GEOID03.
 OP0551
 OP0551.The dynamic height is computed by dividing the NAVD 88
 OP0551.geopotential number by the normal gravity value computed on the
 OP0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0551.degrees latitude (g = 980.6199 gals.).
 OP0551
 OP0551.The modeled gravity was interpolated from observed gravity values.
 OP0551
 OP0551;                    North         East    Units  Estimated Accuracy
 OP0551;SPC IA N     - 1,189,960.    1,308,560.      MT  (+/- 180 meters Scaled)
 OP0551
 OP0551                          SUPERSEDED SURVEY CONTROL
 OP0551
 OP0551  NGVD 29 (??/??/92)  428.691  (m)         1406.46   (f) ADJ UNCH    2 0
 OP0551
 OP0551.Superseded values are not recommended for survey control.
 OP0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0551.See file dsdata.txt to determine how the superseded data were derived.
 OP0551
 OP0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH679854(NAD 83)
 OP0551_MARKER: DB = BENCH MARK DISK
 OP0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0551_STAMPING: M 16 1934
 OP0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0551+STABILITY: SURFACE MOTION
 OP0551
 OP0551  HISTORY     - Date     Condition        Report By
 OP0551  HISTORY     - 1934     MONUMENTED       CGS
 OP0551  HISTORY     - 1934     GOOD             NGS
 OP0551
 OP0551                          STATION DESCRIPTION
 OP0551
 OP0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0551'IN SHELDON.
 OP0551'AT SHELDON, OBRIEN COUNTY, 0.6 MILE NORTH OF THE CHICAGO, ST. PAUL,
 OP0551'MINNEAPOLIS AND OMAHA RAILWAY STATION, 128 YARDS NORTH OF MILEPOST
 OP0551'211, 44 YARDS SOUTH OF THE SWITCH AT THE NORTH END OF THE SIDETRACK,
 OP0551'100 FEET NORTH OF THE CROSSING OF U.S. HIGHWAY 18, 45.7 FEET WEST OF
 OP0551'THE WEST RAIL OF THE MAIN TRACK, 37 FEET WEST OF THE WEST RAIL OF THE
 OP0551'SIDETRACK, AND 1.2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OP0551'DISK, STAMPED M 16 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0551'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0129 ***********************************************************************
 MK0129  DESIGNATION -  M 160
 MK0129  PID         -  MK0129
 MK0129  STATE/COUNTY-  IA/MONONA
 MK0129  USGS QUAD   -  BLENCOE (1970)
 MK0129
 MK0129                         *CURRENT SURVEY CONTROL
 MK0129  ___________________________________________________________________
 MK0129* NAD 83(1986)-  41 52 41.     (N)    096 01 19.     (W)     SCALED    
 MK0129* NAVD 88     -       315.092  (meters)    1033.76   (feet)  ADJUSTED  
 MK0129  ___________________________________________________________________
 MK0129  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 MK0129  DYNAMIC HT  -         314.970 (meters)    1033.36  (feet)  COMP
 MK0129  MODELED GRAV-     980,226.6   (mgal)                       NAVD 88
 MK0129
 MK0129  VERT ORDER  -  SECOND    CLASS 0
 MK0129
 MK0129.The horizontal coordinates were scaled from a topographic map and have
 MK0129.an estimated accuracy of +/- 6 seconds.
 MK0129
 MK0129.The orthometric height was determined by differential leveling
 MK0129.and adjusted by the National Geodetic Survey in June 1991..
 MK0129
 MK0129.The geoid height was determined by GEOID03.
 MK0129
 MK0129.The dynamic height is computed by dividing the NAVD 88
 MK0129.geopotential number by the normal gravity value computed on the
 MK0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0129.degrees latitude (g = 980.6199 gals.).
 MK0129
 MK0129.The modeled gravity was interpolated from observed gravity values.
 MK0129
 MK0129;                    North         East    Units  Estimated Accuracy
 MK0129;SPC IA N     - 1,045,120.    1,290,680.      MT  (+/- 180 meters Scaled)
 MK0129
 MK0129                          SUPERSEDED SURVEY CONTROL
 MK0129
 MK0129  NGVD 29 (??/??/92)  314.945  (m)         1033.28   (f) ADJ UNCH    2 0
 MK0129
 MK0129.Superseded values are not recommended for survey control.
 MK0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0129.See file dsdata.txt to determine how the superseded data were derived.
 MK0129
 MK0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM471405(NAD 83)
 MK0129_MARKER: DB = BENCH MARK DISK
 MK0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0129_STAMPING: M 160 1949
 MK0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0129+STABILITY: SURFACE MOTION
 MK0129
 MK0129  HISTORY     - Date     Condition        Report By
 MK0129  HISTORY     - 1949     MONUMENTED       CGS
 MK0129  HISTORY     - 1981     GOOD             LOCENG
 MK0129
 MK0129                          STATION DESCRIPTION
 MK0129
 MK0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0129'5 MI NE FROM LITTLE SIOUX.
 MK0129'1.2 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 MK0129'LITTLE SIOUX, THENCE 0.25 MILE EAST ALONG A GRADED DIRT ROAD,
 MK0129'THENCE 3.5 MILES NORTH ALONG A GRADED DIRT ROAD, AT THE JUNCTION
 MK0129'OF A FARM ROAD LEADING EAST ALONG A FENCE LINE, 160 YARDS (PACED)
 MK0129'NORTH OF THE NORTHWEST CORNER OF A RED CORN CRIB, 43 FEET EAST
 MK0129'OF THE CENTER LINE OF THE DIRT ROAD LEADING NORTH, 10 FEET SOUTH
 MK0129'OF THE CENTER LINE OF THE FARM ROAD LEADING EAST, 8.0 FEET EAST
 MK0129'OF A FENCE CORNER POST, 1.3 FEET NORTH OF A WOVEN WIRE FENCE, 1.5
 MK0129'FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 MK0129'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MK0129
 MK0129                          STATION RECOVERY (1981)
 MK0129
 MK0129'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MK0129'FLUSH WITH GROUND, 1.0 EAST OF REFERENCE POST. SHOULD BE RESET-IN
 MK0129'DANGER OF BEING FARMED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0275 ***********************************************************************
 LF0275  DESIGNATION -  M 161
 LF0275  PID         -  LF0275
 LF0275  STATE/COUNTY-  IA/PAGE
 LF0275  USGS QUAD   -  SHENANDOAH EAST (1978)
 LF0275
 LF0275                         *CURRENT SURVEY CONTROL
 LF0275  ___________________________________________________________________
 LF0275* NAD 83(1986)-  40 50 33.     (N)    095 17 55.     (W)     SCALED    
 LF0275* NAVD 88     -       304.558  (meters)     999.20   (feet)  ADJUSTED  
 LF0275  ___________________________________________________________________
 LF0275  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LF0275  DYNAMIC HT  -         304.397 (meters)     998.68  (feet)  COMP
 LF0275  MODELED GRAV-     980,090.4   (mgal)                       NAVD 88
 LF0275
 LF0275  VERT ORDER  -  SECOND    CLASS 0
 LF0275
 LF0275.The horizontal coordinates were scaled from a topographic map and have
 LF0275.an estimated accuracy of +/- 6 seconds.
 LF0275
 LF0275.The orthometric height was determined by differential leveling
 LF0275.and adjusted by the National Geodetic Survey in June 1991..
 LF0275
 LF0275.The geoid height was determined by GEOID03.
 LF0275
 LF0275.The dynamic height is computed by dividing the NAVD 88
 LF0275.geopotential number by the normal gravity value computed on the
 LF0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0275.degrees latitude (g = 980.6199 gals.).
 LF0275
 LF0275.The modeled gravity was interpolated from observed gravity values.
 LF0275
 LF0275;                    North         East    Units  Estimated Accuracy
 LF0275;SPC IA S     -    95,130.      348,330.      MT  (+/- 180 meters Scaled)
 LF0275
 LF0275                          SUPERSEDED SURVEY CONTROL
 LF0275
 LF0275  NGVD 29 (??/??/92)  304.451  (m)          998.85   (f) ADJ UNCH    2 0
 LF0275
 LF0275.Superseded values are not recommended for survey control.
 LF0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0275.See file dsdata.txt to determine how the superseded data were derived.
 LF0275
 LF0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF062238(NAD 83)
 LF0275_MARKER: DB = BENCH MARK DISK
 LF0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0275_SP_SET: CULVERT
 LF0275_STAMPING: M 161 1949
 LF0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0275
 LF0275  HISTORY     - Date     Condition        Report By
 LF0275  HISTORY     - 1949     MONUMENTED       CGS
 LF0275
 LF0275                          STATION DESCRIPTION
 LF0275
 LF0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0275'0.8 MI NE FROM ESSEX.
 LF0275'0.8 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0275'RAILWAY FROM THE STATION AT ESSEX, 89 FEET SOUTHEAST OF THE
 LF0275'SOUTHEAST RAIL OF THE TRACK, AT THE SOUTHWEST END OF A 5 X 20
 LF0275'FOOT CONCRETE CULVERT ALONG IOWA STATE HIGHWAY 48, OPPOSITE
 LF0275'OF A SMALL RAILROAD TRESTLE, 27 FEET NORTHWEST OF THE CENTER
 LF0275'LINE OF THE HIGHWAY, 2.3 FEET NORTHEAST OF THE SOUTHWEST END
 LF0275'OF THE CULVERT, SET IN THE TOP OF THE SOUTHWEST END OF THE
 LF0275'NORTHWEST HEADWALL OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0007 ***********************************************************************
 MJ0007  DESIGNATION -  M 162
 MJ0007  PID         -  MJ0007
 MJ0007  STATE/COUNTY-  IA/GUTHRIE
 MJ0007  USGS QUAD   -  MENLO (1982)
 MJ0007
 MJ0007                         *CURRENT SURVEY CONTROL
 MJ0007  ___________________________________________________________________
 MJ0007* NAD 83(1986)-  41 31 05.     (N)    094 24 48.     (W)     SCALED    
 MJ0007* NAVD 88     -       372.444  (meters)    1221.93   (feet)  ADJUSTED  
 MJ0007  ___________________________________________________________________
 MJ0007  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 MJ0007  DYNAMIC HT  -         372.297 (meters)    1221.44  (feet)  COMP
 MJ0007  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 MJ0007
 MJ0007  VERT ORDER  -  FIRST     CLASS II
 MJ0007
 MJ0007.The horizontal coordinates were scaled from a topographic map and have
 MJ0007.an estimated accuracy of +/- 6 seconds.
 MJ0007
 MJ0007.The orthometric height was determined by differential leveling
 MJ0007.and adjusted by the National Geodetic Survey in June 1991..
 MJ0007
 MJ0007.The geoid height was determined by GEOID03.
 MJ0007
 MJ0007.The dynamic height is computed by dividing the NAVD 88
 MJ0007.geopotential number by the normal gravity value computed on the
 MJ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0007.degrees latitude (g = 980.6199 gals.).
 MJ0007
 MJ0007.The modeled gravity was interpolated from observed gravity values.
 MJ0007
 MJ0007;                    North         East    Units  Estimated Accuracy
 MJ0007;SPC IA S     -   168,980.      423,770.      MT  (+/- 180 meters Scaled)
 MJ0007
 MJ0007                          SUPERSEDED SURVEY CONTROL
 MJ0007
 MJ0007  NGVD 29 (??/??/92)  372.390  (m)         1221.75   (f) ADJ UNCH    1 2
 MJ0007
 MJ0007.Superseded values are not recommended for survey control.
 MJ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0007.See file dsdata.txt to determine how the superseded data were derived.
 MJ0007
 MJ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF820972(NAD 83)
 MJ0007_MARKER: DB = BENCH MARK DISK
 MJ0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0007_SP_SET: CULVERT
 MJ0007_STAMPING: M 162 1950
 MJ0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0007
 MJ0007  HISTORY     - Date     Condition        Report By
 MJ0007  HISTORY     - 1950     MONUMENTED       CGS
 MJ0007
 MJ0007                          STATION DESCRIPTION
 MJ0007
 MJ0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0007'0.5 MI W FROM MENLO.
 MJ0007'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT MENLO,
 MJ0007'THENCE 0.4 MILE WEST ALONG U.S. HIGHWAY 6, 125 FEET EAST OF THE
 MJ0007'CENTER OF A JUNCTION WITH COUNTY ROAD K WHICH LEADS NORTH AND
 MJ0007'STATE HIGHWAY 25 WHICH LEADS SOUTH, 59.5 FEET NORTHWEST OF
 MJ0007'HIGHWAY STATION 713, 15.7 FEET NORTH OF THE CENTER LINE OF U.S.
 MJ0007'HIGHWAY 6, SET IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF
 MJ0007'A 12 X 14 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0533 ***********************************************************************
 OP0533  DESIGNATION -  M 17
 OP0533  PID         -  OP0533
 OP0533  STATE/COUNTY-  IA/O BRIEN
 OP0533  USGS QUAD   -  SANBORN (1964)
 OP0533
 OP0533                         *CURRENT SURVEY CONTROL
 OP0533  ___________________________________________________________________
 OP0533* NAD 83(1986)-  43 10 44.     (N)    095 43 22.     (W)     SCALED    
 OP0533* NAVD 88     -       441.465  (meters)    1448.37   (feet)  ADJUSTED  
 OP0533  ___________________________________________________________________
 OP0533  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 OP0533  DYNAMIC HT  -         441.333 (meters)    1447.94  (feet)  COMP
 OP0533  MODELED GRAV-     980,308.8   (mgal)                       NAVD 88
 OP0533
 OP0533  VERT ORDER  -  SECOND    CLASS 0
 OP0533
 OP0533.The horizontal coordinates were scaled from a topographic map and have
 OP0533.an estimated accuracy of +/- 6 seconds.
 OP0533
 OP0533.The orthometric height was determined by differential leveling
 OP0533.and adjusted by the National Geodetic Survey in June 1991..
 OP0533
 OP0533.The geoid height was determined by GEOID03.
 OP0533
 OP0533.The dynamic height is computed by dividing the NAVD 88
 OP0533.geopotential number by the normal gravity value computed on the
 OP0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0533.degrees latitude (g = 980.6199 gals.).
 OP0533
 OP0533.The modeled gravity was interpolated from observed gravity values.
 OP0533
 OP0533;                    North         East    Units  Estimated Accuracy
 OP0533;SPC IA N     - 1,188,870.    1,319,300.      MT  (+/- 180 meters Scaled)
 OP0533
 OP0533                          SUPERSEDED SURVEY CONTROL
 OP0533
 OP0533  NGVD 29 (??/??/92)  441.283  (m)         1447.78   (f) ADJ UNCH    2 0
 OP0533
 OP0533.Superseded values are not recommended for survey control.
 OP0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0533.See file dsdata.txt to determine how the superseded data were derived.
 OP0533
 OP0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH787842(NAD 83)
 OP0533_MARKER: DB = BENCH MARK DISK
 OP0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0533_STAMPING: M 17 1934
 OP0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0533+STABILITY: SURFACE MOTION
 OP0533
 OP0533  HISTORY     - Date     Condition        Report By
 OP0533  HISTORY     - 1934     MONUMENTED       CGS
 OP0533  HISTORY     - 1942     GOOD             NGS
 OP0533
 OP0533                          STATION DESCRIPTION
 OP0533
 OP0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OP0533'3.4 MI W FROM SANBORN.
 OP0533'3.4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0533'RAILROAD FROM THE STATION AT SANBORN, OBRIEN COUNTY, 66.0 FEET
 OP0533'SOUTHEAST OF A NORTH-AND-SOUTH SECTION-ROAD CROSSING, 45.1 FEET SOUTH
 OP0533'OF THE SOUTH RAIL, 24.0 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, AND
 OP0533'1.2 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED M 17 1934 AND
 OP0533'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0116 ***********************************************************************
 NJ0116  DESIGNATION -  M 175
 NJ0116  PID         -  NJ0116
 NJ0116  STATE/COUNTY-  IA/JACKSON
 NJ0116  USGS QUAD   -  GREEN ISLAND (1975)
 NJ0116
 NJ0116                         *CURRENT SURVEY CONTROL
 NJ0116  ___________________________________________________________________
 NJ0116* NAD 83(1986)-  42 10 27.     (N)    090 20 32.     (W)     SCALED    
 NJ0116* NAVD 88     -       190.514  (meters)     625.04   (feet)  ADJUSTED  
 NJ0116  ___________________________________________________________________
 NJ0116  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 NJ0116  DYNAMIC HT  -         190.450 (meters)     624.83  (feet)  COMP
 NJ0116  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 NJ0116
 NJ0116  VERT ORDER  -  FIRST     CLASS I
 NJ0116
 NJ0116.The horizontal coordinates were scaled from a topographic map and have
 NJ0116.an estimated accuracy of +/- 6 seconds.
 NJ0116
 NJ0116.The orthometric height was determined by differential leveling
 NJ0116.and adjusted by the National Geodetic Survey in June 1991..
 NJ0116
 NJ0116.The geoid height was determined by GEOID03.
 NJ0116
 NJ0116.The dynamic height is computed by dividing the NAVD 88
 NJ0116.geopotential number by the normal gravity value computed on the
 NJ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0116.degrees latitude (g = 980.6199 gals.).
 NJ0116
 NJ0116.The modeled gravity was interpolated from observed gravity values.
 NJ0116
 NJ0116;                    North         East    Units  Estimated Accuracy
 NJ0116;SPC IA N     - 1,079,760.    1,760,840.      MT  (+/- 180 meters Scaled)
 NJ0116
 NJ0116                          SUPERSEDED SURVEY CONTROL
 NJ0116
 NJ0116  NGVD 29 (??/??/92)  190.548  (m)          625.16   (f) ADJ UNCH    1 1
 NJ0116
 NJ0116.Superseded values are not recommended for survey control.
 NJ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0116.See file dsdata.txt to determine how the superseded data were derived.
 NJ0116
 NJ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG195725(NAD 83)
 NJ0116_MARKER: DB = BENCH MARK DISK
 NJ0116_SETTING: 80 = SET IN A BOULDER
 NJ0116_SP_SET: BOULDER
 NJ0116_STAMPING: M 175 1970
 NJ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0116+STABILITY: SURFACE MOTION
 NJ0116
 NJ0116  HISTORY     - Date     Condition        Report By
 NJ0116  HISTORY     - 1970     MONUMENTED       NGS
 NJ0116  HISTORY     - 1988     GOOD             USPSQD
 NJ0116  HISTORY     - 19940902 GOOD             USPSQD
 NJ0116  HISTORY     - 20010331 GOOD             NGS
 NJ0116
 NJ0116                          STATION DESCRIPTION
 NJ0116
 NJ0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0116'7.5 MI SE FROM BELLEVUE.
 NJ0116'ABOUT 7.5 MILES SOUTHEAST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0116'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, 50 FEET
 NJ0116'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN
 NJ0116'THE NORTH FACE OF A 20- X 40- X 10-FOOT ROCK, 2.8 FEET WEST OF
 NJ0116'THE SOUTHEAST CORNER OF THE ROCK, 1.4 FEET ABOVE THE LEVEL OF THE
 NJ0116'GROUND, 16.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A METAL
 NJ0116'GRAIN BIN, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 NJ0116'SECTION 14, T85N, R5E.
 NJ0116
 NJ0116                          STATION RECOVERY (1988)
 NJ0116
 NJ0116'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0116'RECOVERED IN GOOD CONDITION.
 NJ0116
 NJ0116                          STATION RECOVERY (1994)
 NJ0116
 NJ0116'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0116'RECOVERED IN GOOD CONDITION.
 NJ0116
 NJ0116                          STATION RECOVERY (2001)
 NJ0116
 NJ0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0116'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0353 ***********************************************************************
 NJ0353  DESIGNATION -  M 177
 NJ0353  PID         -  NJ0353
 NJ0353  STATE/COUNTY-  IA/DUBUQUE
 NJ0353  USGS QUAD   -  SHERRILL (1972)
 NJ0353
 NJ0353                         *CURRENT SURVEY CONTROL
 NJ0353  ___________________________________________________________________
 NJ0353* NAD 83(1986)-  42 33 34.     (N)    090 45 01.     (W)     SCALED    
 NJ0353* NAVD 88     -       203.951  (meters)     669.13   (feet)  ADJUSTED  
 NJ0353  ___________________________________________________________________
 NJ0353  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 NJ0353  DYNAMIC HT  -         203.890 (meters)     668.93  (feet)  COMP
 NJ0353  MODELED GRAV-     980,319.9   (mgal)                       NAVD 88
 NJ0353
 NJ0353  VERT ORDER  -  FIRST     CLASS I
 NJ0353
 NJ0353.The horizontal coordinates were scaled from a topographic map and have
 NJ0353.an estimated accuracy of +/- 6 seconds.
 NJ0353
 NJ0353.The orthometric height was determined by differential leveling
 NJ0353.and adjusted by the National Geodetic Survey in June 1991..
 NJ0353
 NJ0353.The geoid height was determined by GEOID03.
 NJ0353
 NJ0353.The dynamic height is computed by dividing the NAVD 88
 NJ0353.geopotential number by the normal gravity value computed on the
 NJ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0353.degrees latitude (g = 980.6199 gals.).
 NJ0353
 NJ0353.The modeled gravity was interpolated from observed gravity values.
 NJ0353
 NJ0353;                    North         East    Units  Estimated Accuracy
 NJ0353;SPC IA N     - 1,121,350.    1,725,760.      MT  (+/- 180 meters Scaled)
 NJ0353
 NJ0353                          SUPERSEDED SURVEY CONTROL
 NJ0353
 NJ0353  NGVD 29 (??/??/92)  203.995  (m)          669.27   (f) ADJ UNCH    1 1
 NJ0353
 NJ0353.Superseded values are not recommended for survey control.
 NJ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0353.See file dsdata.txt to determine how the superseded data were derived.
 NJ0353
 NJ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH846143(NAD 83)
 NJ0353_MARKER: DB = BENCH MARK DISK
 NJ0353_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0353_SP_SET: ROCK CUT
 NJ0353_STAMPING: M 177 1970
 NJ0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0353+STABILITY: POSITION/ELEVATION WELL
 NJ0353
 NJ0353  HISTORY     - Date     Condition        Report By
 NJ0353  HISTORY     - 1970     MONUMENTED       NGS
 NJ0353  HISTORY     - 20010331 GOOD             NGS
 NJ0353
 NJ0353                          STATION DESCRIPTION
 NJ0353
 NJ0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0353'2.1 MI W FROM SAGEVILLE.
 NJ0353'ABOUT 2.1 MILES WEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0353'FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE,
 NJ0353'0.45 MILE WEST OF THE JUNCTION OF THE HIGHWAY AND A GRAVELED
 NJ0353'ROAD WHICH LEADS SOUTHWEST, 28 FEET NORTH OF THE CENTER LINE OF THE
 NJ0353'HIGHWAY, SET VERTICALLY IN THE SOUTH FACE OF A 60-FOOT HIGH ROCK
 NJ0353'CUT, 249 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A 30-INCH
 NJ0353'CORRUGATED METAL PIPE CULVERT, 64.5 FEET NORTH-NORTHWEST AND
 NJ0353'ACROSS THE HIGHWAY FROM THE NORTHWEST END OF A GUARDRAIL, 73
 NJ0353'FEET NORTHEAST AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE WHICH
 NJ0353'IS BRACED BY A GUY WIRE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 NJ0353'HIGHWAY.  SECTION 32, T90N, R2E
 NJ0353
 NJ0353                          STATION RECOVERY (2001)
 NJ0353
 NJ0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0353'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0428 ***********************************************************************
 NJ0428  DESIGNATION -  M 178
 NJ0428  PID         -  NJ0428
 NJ0428  STATE/COUNTY-  IA/DUBUQUE
 NJ0428  USGS QUAD   -  NEW VIENNA (1962)
 NJ0428
 NJ0428                         *CURRENT SURVEY CONTROL
 NJ0428  ___________________________________________________________________
 NJ0428* NAD 83(1986)-  42 36 37.     (N)    091 04 23.     (W)     SCALED    
 NJ0428* NAVD 88     -       343.625  (meters)    1127.38   (feet)  ADJUSTED  
 NJ0428  ___________________________________________________________________
 NJ0428  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NJ0428  DYNAMIC HT  -         343.518 (meters)    1127.03  (feet)  COMP
 NJ0428  MODELED GRAV-     980,302.0   (mgal)                       NAVD 88
 NJ0428
 NJ0428  VERT ORDER  -  FIRST     CLASS I
 NJ0428
 NJ0428.The horizontal coordinates were scaled from a topographic map and have
 NJ0428.an estimated accuracy of +/- 6 seconds.
 NJ0428
 NJ0428.The orthometric height was determined by differential leveling
 NJ0428.and adjusted by the National Geodetic Survey in June 1991..
 NJ0428
 NJ0428.The geoid height was determined by GEOID03.
 NJ0428
 NJ0428.The dynamic height is computed by dividing the NAVD 88
 NJ0428.geopotential number by the normal gravity value computed on the
 NJ0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0428.degrees latitude (g = 980.6199 gals.).
 NJ0428
 NJ0428.The modeled gravity was interpolated from observed gravity values.
 NJ0428
 NJ0428;                    North         East    Units  Estimated Accuracy
 NJ0428;SPC IA N     - 1,126,180.    1,699,100.      MT  (+/- 180 meters Scaled)
 NJ0428
 NJ0428                          SUPERSEDED SURVEY CONTROL
 NJ0428
 NJ0428  NGVD 29 (??/??/92)  343.663  (m)         1127.50   (f) ADJ UNCH    1 1
 NJ0428
 NJ0428.Superseded values are not recommended for survey control.
 NJ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0428.See file dsdata.txt to determine how the superseded data were derived.
 NJ0428
 NJ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH580193(NAD 83)
 NJ0428_MARKER: DB = BENCH MARK DISK
 NJ0428_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0428_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0428_STAMPING: M 178 1970
 NJ0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0428
 NJ0428  HISTORY     - Date     Condition        Report By
 NJ0428  HISTORY     - 1970     MONUMENTED       NGS
 NJ0428  HISTORY     - 20010331 GOOD             NGS
 NJ0428
 NJ0428                          STATION DESCRIPTION
 NJ0428
 NJ0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0428'0.6 MI N FROM LUXEMBURG.
 NJ0428'ABOUT 0.55 MILE NORTH ALONG U.S. HIGHWAY 52 FROM THE HOLY
 NJ0428'TRINITY CHURCH AT LUXEMBURG, ON THE PROPERTY OF MARK H. DESOTEL
 NJ0428'AND SONS, 121 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 NJ0428'122.4 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, 49 FEET
 NJ0428'WEST OF THE WEST STONE FOUNDATION OF A BARN, 22 1/2 FEET WEST
 NJ0428'OF THE CENTER OF A METAL GATE, 9 FEET WEST-SOUTHWEST OF A POWER
 NJ0428'POLE WHICH BEARS A TRANSFORMER AND WHICH IS BRACED BY TWO GUY
 NJ0428'WIRES, 1 FOOT NORTH OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY,
 NJ0428'AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE WHICH IS 4 INCHES
 NJ0428'BELOW THE SURFACE OF THE GROUND.  SECTION 15, T 90N, R 2W
 NJ0428
 NJ0428                          STATION RECOVERY (2001)
 NJ0428
 NJ0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0428'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0387 ***********************************************************************
 NJ0387  DESIGNATION -  M 179
 NJ0387  PID         -  NJ0387
 NJ0387  STATE/COUNTY-  IA/CLAYTON
 NJ0387  USGS QUAD   -  GUTTENBERG (1978)
 NJ0387
 NJ0387                         *CURRENT SURVEY CONTROL
 NJ0387  ___________________________________________________________________
 NJ0387* NAD 83(1986)-  42 45 20.     (N)    091 05 38.     (W)     SCALED    
 NJ0387* NAVD 88     -       189.216  (meters)     620.79   (feet)  ADJUSTED  
 NJ0387  ___________________________________________________________________
 NJ0387  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NJ0387  DYNAMIC HT  -         189.164 (meters)     620.62  (feet)  COMP
 NJ0387  MODELED GRAV-     980,344.4   (mgal)                       NAVD 88
 NJ0387
 NJ0387  VERT ORDER  -  FIRST     CLASS I
 NJ0387
 NJ0387.The horizontal coordinates were scaled from a topographic map and have
 NJ0387.an estimated accuracy of +/- 6 seconds.
 NJ0387
 NJ0387.The orthometric height was determined by differential leveling
 NJ0387.and adjusted by the National Geodetic Survey in June 1991..
 NJ0387
 NJ0387.The geoid height was determined by GEOID03.
 NJ0387
 NJ0387.The dynamic height is computed by dividing the NAVD 88
 NJ0387.geopotential number by the normal gravity value computed on the
 NJ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0387.degrees latitude (g = 980.6199 gals.).
 NJ0387
 NJ0387.The modeled gravity was interpolated from observed gravity values.
 NJ0387
 NJ0387;                    North         East    Units  Estimated Accuracy
 NJ0387;SPC IA N     - 1,142,270.    1,696,940.      MT  (+/- 180 meters Scaled)
 NJ0387
 NJ0387                          SUPERSEDED SURVEY CONTROL
 NJ0387
 NJ0387  NGVD 29 (??/??/92)  189.263  (m)          620.94   (f) ADJ UNCH    1 1
 NJ0387
 NJ0387.Superseded values are not recommended for survey control.
 NJ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0387.See file dsdata.txt to determine how the superseded data were derived.
 NJ0387
 NJ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH559354(NAD 83)
 NJ0387_MARKER: DB = BENCH MARK DISK
 NJ0387_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0387_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0387_STAMPING: M 179 1970
 NJ0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0387
 NJ0387  HISTORY     - Date     Condition        Report By
 NJ0387  HISTORY     - 1970     MONUMENTED       NGS
 NJ0387  HISTORY     - 1981     POOR             NGS
 NJ0387
 NJ0387                          STATION DESCRIPTION
 NJ0387
 NJ0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0387'1.8 MI SE FROM GUTTENBERG.
 NJ0387'ABOUT 1.8 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0387'AND PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, 7 RAILS
 NJ0387'NORTH OF THE NORTH END OF RAILROAD TRESTLE NUMBER K258, 21.2 FEET
 NJ0387'WEST OF THE WEST RAIL, 97 FET EAST OF THE CENTER LINE OF U.S.
 NJ0387'HIGHWAY 52, 6.4 FEET NORTHWEST OF A TELEPHONE POLE, 1.4 FEET
 NJ0387'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 NJ0387'LEVEL OF THE TRACK, AND BLAZED ON THE TOP OF A 3-INCH IRON PIPE
 NJ0387'PROJECTING 3 INCHES.  SECTION 29, T92N, R2W.
 NJ0387
 NJ0387                          STATION RECOVERY (1981)
 NJ0387
 NJ0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NJ0387'THE MARK HAS OBVIOUSLY BEEN STRUCK, APPARENTLY DURING TRACK
 NJ0387'MAINTENANCE, AND LEANS TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1375 ***********************************************************************
 MJ1375  DESIGNATION -  M 180
 MJ1375  PID         -  MJ1375
 MJ1375  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1375  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1375
 MJ1375                         *CURRENT SURVEY CONTROL
 MJ1375  ___________________________________________________________________
 MJ1375* NAD 83(1986)-  41 21 34.     (N)    095 52 56.     (W)     SCALED    
 MJ1375* NAVD 88     -       300.465  (meters)     985.78   (feet)  ADJUSTED  
 MJ1375  ___________________________________________________________________
 MJ1375  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 MJ1375  DYNAMIC HT  -         300.335 (meters)     985.35  (feet)  COMP
 MJ1375  MODELED GRAV-     980,184.1   (mgal)                       NAVD 88
 MJ1375
 MJ1375  VERT ORDER  -  FIRST     CLASS II
 MJ1375
 MJ1375.The horizontal coordinates were scaled from a topographic map and have
 MJ1375.an estimated accuracy of +/- 6 seconds.
 MJ1375
 MJ1375.The orthometric height was determined by differential leveling
 MJ1375.and adjusted by the National Geodetic Survey in June 1991..
 MJ1375
 MJ1375.The geoid height was determined by GEOID03.
 MJ1375
 MJ1375.The dynamic height is computed by dividing the NAVD 88
 MJ1375.geopotential number by the normal gravity value computed on the
 MJ1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1375.degrees latitude (g = 980.6199 gals.).
 MJ1375
 MJ1375.The modeled gravity was interpolated from observed gravity values.
 MJ1375
 MJ1375;                    North         East    Units  Estimated Accuracy
 MJ1375;SPC IA S     -   153,690.      300,700.      MT  (+/- 180 meters Scaled)
 MJ1375
 MJ1375                          SUPERSEDED SURVEY CONTROL
 MJ1375
 MJ1375.No superseded survey control is available for this station.
 MJ1375
 MJ1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF589826(NAD 83)
 MJ1375_MARKER: I = METAL ROD
 MJ1375_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1375_SP_SET: STAINLESS STEEL ROD
 MJ1375_STAMPING: M 180 1989
 MJ1375_MARK LOGO: NGS   
 MJ1375_PROJECTION: FLUSH
 MJ1375_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1375+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1375_ROD/PIPE-DEPTH: 19.5 meters
 MJ1375
 MJ1375  HISTORY     - Date     Condition        Report By
 MJ1375  HISTORY     - 1989     MONUMENTED       NGS
 MJ1375
 MJ1375                          STATION DESCRIPTION
 MJ1375
 MJ1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1375'2.0 KM (1.25 MI) WESTERLY ALONG STATE HIGHWAY 988 FROM ITS JUNCTION
 MJ1375'WITH STATE HIGHWAY 138 IN CRESCENT, 26.7 M (87.6 FT) (SLOPE
 MJ1375'MEASUREMENT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE HIGHWAY
 MJ1375'OVERPASS OF COUNTY ROAD L 19 AND THE ILLINOIS CENTRAL AND GULF
 MJ1375'RAILROAD, 25.5 M (83.7 FT) NORTHWEST OF THE CENTER OF THE ROAD, 24.5
 MJ1375'M (80.4 FT) (SLOPE MEASUREMENT) SOUTH OF THE CENTERLINE OF THE
 MJ1375'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND LEVEL
 MJ1375'WITH THE ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 MJ1375'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK2146 ***********************************************************************
 MK2146  DESIGNATION -  M 181
 MK2146  PID         -  MK2146
 MK2146  STATE/COUNTY-  IA/HARRISON
 MK2146  USGS QUAD   -  MONDAMIN (1970)
 MK2146
 MK2146                         *CURRENT SURVEY CONTROL
 MK2146  ___________________________________________________________________
 MK2146* NAD 83(1986)-  41 41 21.     (N)    096 01 12.     (W)     SCALED    
 MK2146* NAVD 88     -       310.235  (meters)    1017.83   (feet)  ADJUSTED  
 MK2146  ___________________________________________________________________
 MK2146  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 MK2146  DYNAMIC HT  -         310.103 (meters)    1017.40  (feet)  COMP
 MK2146  MODELED GRAV-     980,187.3   (mgal)                       NAVD 88
 MK2146
 MK2146  VERT ORDER  -  FIRST     CLASS II
 MK2146
 MK2146.The horizontal coordinates were scaled from a topographic map and have
 MK2146.an estimated accuracy of +/- 6 seconds.
 MK2146
 MK2146.The orthometric height was determined by differential leveling
 MK2146.and adjusted by the National Geodetic Survey in June 1991..
 MK2146
 MK2146.The geoid height was determined by GEOID03.
 MK2146
 MK2146.The dynamic height is computed by dividing the NAVD 88
 MK2146.geopotential number by the normal gravity value computed on the
 MK2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2146.degrees latitude (g = 980.6199 gals.).
 MK2146
 MK2146.The modeled gravity was interpolated from observed gravity values.
 MK2146
 MK2146;                    North         East    Units  Estimated Accuracy
 MK2146;SPC IA S     -   190,620.      290,240.      MT  (+/- 180 meters Scaled)
 MK2146
 MK2146                          SUPERSEDED SURVEY CONTROL
 MK2146
 MK2146.No superseded survey control is available for this station.
 MK2146
 MK2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM480195(NAD 83)
 MK2146_MARKER: I = METAL ROD
 MK2146_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2146_SP_SET: STAINLESS STEEL ROD
 MK2146_STAMPING: M 181 1989
 MK2146_MARK LOGO: NGS   
 MK2146_PROJECTION: FLUSH
 MK2146_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2146+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2146_ROD/PIPE-DEPTH: 33.8 meters
 MK2146
 MK2146  HISTORY     - Date     Condition        Report By
 MK2146  HISTORY     - 1989     MONUMENTED       NGS
 MK2146
 MK2146                          STATION DESCRIPTION
 MK2146
 MK2146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2146'2.4 KM (1.50 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 MK2146'FROM ITS JUNCTION WITH STATE HIGHWAY 127 IN MONDAMIN, 56.0 M
 MK2146'(183.7 FT) EAST OF THE NEAR RAIL, 29.0 M (95.1 FT) WEST OF THE CENTER
 MK2146'OF A DRIVEWAY, 7.0 M (23.0 FT) NORTH OF THE CENTER OF A GRAVELED ROAD,
 MK2146'0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND LEVEL WITH THE
 MK2146'ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1444 ***********************************************************************
 LF1444  DESIGNATION -  M 182
 LF1444  PID         -  LF1444
 LF1444  STATE/COUNTY-  IA/FREMONT
 LF1444  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1444
 LF1444                         *CURRENT SURVEY CONTROL
 LF1444  ___________________________________________________________________
 LF1444* NAD 83(1986)-  40 40 57.     (N)    095 45 45.     (W)     SCALED    
 LF1444* NAVD 88     -       280.469  (meters)     920.17   (feet)  ADJUSTED  
 LF1444  ___________________________________________________________________
 LF1444  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LF1444  DYNAMIC HT  -         280.322 (meters)     919.69  (feet)  COMP
 LF1444  MODELED GRAV-     980,094.0   (mgal)                       NAVD 88
 LF1444
 LF1444  VERT ORDER  -  FIRST     CLASS II
 LF1444
 LF1444.The horizontal coordinates were scaled from a topographic map and have
 LF1444.an estimated accuracy of +/- 6 seconds.
 LF1444
 LF1444.The orthometric height was determined by differential leveling
 LF1444.and adjusted by the National Geodetic Survey in June 1991..
 LF1444
 LF1444.The geoid height was determined by GEOID03.
 LF1444
 LF1444.The dynamic height is computed by dividing the NAVD 88
 LF1444.geopotential number by the normal gravity value computed on the
 LF1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1444.degrees latitude (g = 980.6199 gals.).
 LF1444
 LF1444.The modeled gravity was interpolated from observed gravity values.
 LF1444
 LF1444;                    North         East    Units  Estimated Accuracy
 LF1444;SPC IA S     -    78,280.      308,760.      MT  (+/- 180 meters Scaled)
 LF1444
 LF1444                          SUPERSEDED SURVEY CONTROL
 LF1444
 LF1444.No superseded survey control is available for this station.
 LF1444
 LF1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF665071(NAD 83)
 LF1444_MARKER: I = METAL ROD
 LF1444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1444_SP_SET: STAINLESS STEEL ROD
 LF1444_STAMPING: M 182 1989
 LF1444_MARK LOGO: NGS   
 LF1444_PROJECTION: FLUSH
 LF1444_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1444+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1444_ROD/PIPE-DEPTH: 31.1 meters
 LF1444
 LF1444  HISTORY     - Date     Condition        Report By
 LF1444  HISTORY     - 1989     MONUMENTED       NGS
 LF1444
 LF1444                          STATION DESCRIPTION
 LF1444
 LF1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1444'1.7 KM (1.05 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LF1444'INTERSTATE HIGHWAY 29 IN PAYNE, THENCE 0.7 KM (0.45 MI) SOUTHERLY
 LF1444'ALONG A PAVED ROAD, 82.9 M (272.0 FT) NORTH OF THE CENTER OF A
 LF1444'DRIVEWAY LEADING EAST TO A FARM HOUSE, 20.8 M (68.2 FT) NORTHWEST OF
 LF1444'THE NORTHWEST CORNER OF A BARN, 9.0 M (29.5 FT) EAST OF THE CENTER OF
 LF1444'THE ROAD, 1.4 M (4.6 FT) SOUTH OF A UTILITY POLE, 0.6 M (2.0 FT)
 LF1444'BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 LF1444'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9289 ***********************************************************************
 AE9289  DESIGNATION -  M 183
 AE9289  PID         -  AE9289
 AE9289  STATE/COUNTY-  IA/HARRISON
 AE9289  USGS QUAD   -  PISGAH (1971)
 AE9289
 AE9289                         *CURRENT SURVEY CONTROL
 AE9289  ___________________________________________________________________
 AE9289* NAD 83(1986)-  41 48 10.     (N)    095 58 25.     (W)     SCALED    
 AE9289* NAVD 88     -       331.163  (meters)    1086.49   (feet)  ADJUSTED  
 AE9289  ___________________________________________________________________
 AE9289  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AE9289  DYNAMIC HT  -         331.029 (meters)    1086.05  (feet)  COMP
 AE9289  MODELED GRAV-     980,207.3   (mgal)                       NAVD 88
 AE9289
 AE9289  VERT ORDER  -  FIRST     CLASS II
 AE9289
 AE9289.The horizontal coordinates were scaled from a topographic map and have
 AE9289.an estimated accuracy of +/- 6 seconds.
 AE9289
 AE9289.The orthometric height was determined by differential leveling
 AE9289.and adjusted by the National Geodetic Survey in July 2002..
 AE9289
 AE9289.The geoid height was determined by GEOID03.
 AE9289
 AE9289.The dynamic height is computed by dividing the NAVD 88
 AE9289.geopotential number by the normal gravity value computed on the
 AE9289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9289.degrees latitude (g = 980.6199 gals.).
 AE9289
 AE9289.The modeled gravity was interpolated from observed gravity values.
 AE9289
 AE9289;                    North         East    Units  Estimated Accuracy
 AE9289;SPC IA S     -   203,130.      294,460.      MT  (+/- 180 meters Scaled)
 AE9289
 AE9289                          SUPERSEDED SURVEY CONTROL
 AE9289
 AE9289.No superseded survey control is available for this station.
 AE9289
 AE9289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG529321(NAD 83)
 AE9289_MARKER: I = METAL ROD
 AE9289_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9289_STAMPING: M 183 1997
 AE9289_MARK LOGO: NGS   
 AE9289_PROJECTION: FLUSH
 AE9289_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9289+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9289_ROD/PIPE-DEPTH: 17.0 meters
 AE9289_SLEEVE-DEPTH  : 0.9 meters
 AE9289
 AE9289  HISTORY     - Date     Condition        Report By
 AE9289  HISTORY     - 1997     MONUMENTED       NGS
 AE9289
 AE9289                          STATION DESCRIPTION
 AE9289
 AE9289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9289'4.8 KM (3.00 MI) EASTERLY ALONG MULBERRY STREET AND THEN 138TH TRAIL
 AE9289'FROM THE POST OFFICE IN LITTLE SIOUX, 24.8 M (81.4 FT) SOUTHWEST OF
 AE9289'THE TRAIL CENTER, 12.7 M (41.7 FT) WEST OF UTILITY POLE NUMBER 2153
 AE9289'WITH A GUY CABLE, 4.8 M (15.7 FT) SOUTHEAST OF THE CENTER OF A TRACK
 AE9289'ROAD AND A DOUBLE GATE, 0.9 M (3.0 FT) NORTHWEST OF A FOREST SERVICE
 AE9289'PARKING AREA BOUNDARY POST, 0.7 M (2.3 FT) SOUTHEAST OF THE SOUTH GATE
 AE9289'POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRAIL, AND 0.3 M (1.0 FT)
 AE9289'NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AE9289'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE9289'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0152 ***********************************************************************
 OP0152  DESIGNATION -  M 19
 OP0152  PID         -  OP0152
 OP0152  STATE/COUNTY-  IA/EMMET
 OP0152  USGS QUAD   -  WALLINGFORD (1972)
 OP0152
 OP0152                         *CURRENT SURVEY CONTROL
 OP0152  ___________________________________________________________________
 OP0152* NAD 83(1996)-  43 18 38.10272(N)    094 47 33.28322(W)     ADJUSTED  
 OP0152* NAVD 88     -       387.789  (meters)    1272.27   (feet)  ADJUSTED  
 OP0152  ___________________________________________________________________
 OP0152  X           -    -388,386.017 (meters)                     COMP
 OP0152  Y           -  -4,632,361.408 (meters)                     COMP
 OP0152  Z           -   4,352,919.367 (meters)                     COMP
 OP0152  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 OP0152  ELLIP HEIGHT-         359.30  (meters)          (06/15/04) GPS OBS
 OP0152  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 OP0152  DYNAMIC HT  -         387.677 (meters)    1271.90  (feet)  COMP
 OP0152  MODELED GRAV-     980,320.1   (mgal)                       NAVD 88
 OP0152
 OP0152  HORZ ORDER  -  B
 OP0152  VERT ORDER  -  SECOND    CLASS 0
 OP0152  ELLP ORDER  -  FOURTH    CLASS I
 OP0152
 OP0152.The horizontal coordinates were established by GPS observations
 OP0152.and adjusted by the National Geodetic Survey in August 1997..
 OP0152
 OP0152.The orthometric height was determined by differential leveling
 OP0152.and adjusted by the National Geodetic Survey in June 1991..
 OP0152
 OP0152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0152
 OP0152.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0152
 OP0152.The ellipsoidal height was determined by GPS observations
 OP0152.and is referenced to NAD 83.
 OP0152
 OP0152.The geoid height was determined by GEOID03.
 OP0152
 OP0152.The dynamic height is computed by dividing the NAVD 88
 OP0152.geopotential number by the normal gravity value computed on the
 OP0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0152.degrees latitude (g = 980.6199 gals.).
 OP0152
 OP0152.The modeled gravity was interpolated from observed gravity values.
 OP0152
 OP0152;                    North         East     Units Scale Factor Converg.
 OP0152;SPC IA N     - 1,201,922.886 1,395,137.516   MT  1.00000832   -0 52 33.7
 OP0152;UTM  15      - 4,796,865.764   354,626.503   MT  0.99985997   -1 13 47.4
 OP0152
 OP0152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0152!SPC IA N     -   0.99994366  x   1.00000832  =   0.99995198
 OP0152!UTM  15      -   0.99994366  x   0.99985997  =   0.99980364
 OP0152
 OP0152                          SUPERSEDED SURVEY CONTROL
 OP0152
 OP0152  ELLIP H (08/25/97)  359.31   (m)                       GP(       ) 4 1
 OP0152  NAD 83(1986)-  43 18 38.09935(N)    094 47 33.27413(W) AD(       ) 3
 OP0152  NAVD 88 (08/25/97)  387.79   (m)         1272.3    (f) LEVELING    3  
 OP0152  NGVD 29 (??/??/92)  387.673  (m)         1271.89   (f) ADJ UNCH    2 0
 OP0152
 OP0152.Superseded values are not recommended for survey control.
 OP0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0152.See file dsdata.txt to determine how the superseded data were derived.
 OP0152
 OP0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH5462796866(NAD 83)
 OP0152_MARKER: DB = BENCH MARK DISK
 OP0152_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OP0152_SP_SET: CONCRETE POST
 OP0152_STAMPING: M 19 1934
 OP0152_MARK LOGO: CGS   
 OP0152_PROJECTION: PROJECTING 8 CENTIMETERS
 OP0152_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 OP0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0152+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 OP0152
 OP0152  HISTORY     - Date     Condition        Report By
 OP0152  HISTORY     - 1934     MONUMENTED       CGS
 OP0152  HISTORY     - 19890605 GOOD             NGS
 OP0152  HISTORY     - 19950524 GOOD             IAHD
 OP0152  HISTORY     - 19960401 GOOD             MNDT
 OP0152  HISTORY     - 19960905 GOOD             NGS
 OP0152  HISTORY     - 20041006 GOOD             MNDT
 OP0152  HISTORY     - 20041208 GOOD             MNDT
 OP0152
 OP0152                          STATION DESCRIPTION
 OP0152
 OP0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0152'5.6 MI NW FROM GRAETTINGER.
 OP0152'IN EMMET COUNTY, 5.6 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND
 OP0152'AND PACIFIC RAILWAY FROM THE STATION AT GRAETTINGER, PALO ALTO COUNTY,
 OP0152'0.6 MILE SOUTHEAST OF THE STATION AT WALLINGFORD, EMMET COUNTY, 134
 OP0152'FEET SOUTHWEST OF MILEPOST 200, 99 FEET SOUTHWEST OF A YARD-LIMIT
 OP0152'SIGN, 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 29
 OP0152'FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 17, AND 1.5 FEET
 OP0152'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 19
 OP0152'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 OP0152'ABOVE GROUND.
 OP0152
 OP0152                          STATION RECOVERY (1989)
 OP0152
 OP0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OP0152'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) SOUTH OF WALLINGFORD, IN
 OP0152'A GRASSY STRIP BETWEEN THE RAILROAD AND STATE HIGHWAY 4.
 OP0152'OWNERSHIP--CHICAGO CENTRAL AND PACIFIC RAILROAD, STORM LAKE, IA 50588,
 OP0152'PHONE 712-732-2651.
 OP0152'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4 ANND COUNTY
 OP0152'ROAD 34 ON THE WEST EDGE OF WALLINGFORD, GO SOUTH ON STATE HIGHWAY 4
 OP0152'FOR 1.15 KM (0.70 MI) TO THE STATION ON THE LEFT, ABOUT 50.0 M
 OP0152'(164.0 FT) SOUTH OF THE SOUTH END OF A CURVE IN STATE HIGHWAY 4.
 OP0152'THE STATION IS A STANDARD CGS BENCHMARK DISK PROJECTING 6-INCHES ABOVE
 OP0152'THE GROUND.  LOCATED 41.1 M (134.8 FT) SOUTH-SOUTHEAST OF THE CENTER
 OP0152'OF A BOX CULVERT UNDER STATE HIGHWAY 4, 38.7 M (127.0 FT) SOUTHWEST OF
 OP0152'RAILROAD MILE POST 200, 21.2 M (69.6 FT) EAST OF THE CENTER OF STATE
 OP0152'HIGHWAY 4, 13.7 M (44.9 FT) WEST OF THE WEST RAIL OF THE TRACKS, 0.3 M
 OP0152'(1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST, 0.2 M (0.7 FT) EAST OF A
 OP0152'METAL WITNESS POST AND 0.5 M (1.6 FT) LOWER THAN STATE HIGHWAY 4.
 OP0152'DESCRIBED BY M. L. MCCREADY.
 OP0152
 OP0152                          STATION RECOVERY (1995)
 OP0152
 OP0152'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1995
 OP0152'RECOVERED AS DESCRIBED.
 OP0152
 OP0152                          STATION RECOVERY (1996)
 OP0152
 OP0152'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0152'THE MARK WAS RECOVERED AS DESCRIBED.
 OP0152
 OP0152                          STATION RECOVERY (1996)
 OP0152
 OP0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 OP0152'THE STATION IS 2 MI (3.2 KM) SOUTH OF WALLINGFORD AND 19 MI (30.6 KM)
 OP0152'EAST-SOUTHEAST OF MILFORD, ON THE EAST SIDE OF STATE HIGHWAY 4 BETWEEN
 OP0152'THE HIGHWAY AND RAILROAD.  OWNERSHIP--UNKNOWN.  TO REACH THE STATION
 OP0152'FROM THE JUNCTION OF STATE HIGHWAY 4 AND COUNTY ROAD A 34 GO SOUTH
 OP0152'0.45 MI (0.72 KM) ON STATE HIGHWAY 4 TO THE STATION ON THE LEFT.  THE
 OP0152'STATION IS 69.6 FT (21.2 M) EAST OF THE CENTERLINE OF STATE HIGHWAY 4,
 OP0152'44.9 FT (13.7 M) WEST OF THE WEST RAIL OF TRACKS, 1.0 FT (0.3 M) SOUTH
 OP0152'OF A CARSONITE WITNESS POST AND 0.6 FT (18.3 CM) EAST OF A METAL
 OP0152'WITNESS POST.  THE STATION IS A USCGS BENCH MARK STAMPED M 19 1934 SET
 OP0152'IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT.
 OP0152
 OP0152                          STATION RECOVERY (2004)
 OP0152
 OP0152'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OP0152'1.0 MILES SOUTH OF WALLINGFORD AND 19 MILES EAST-SOUTHEAST OF MILFORD,
 OP0152'0.45 MILES SOUTH ON TRUNK HIGHWAY 4 FROM SOUTH JUNCTION OF TRUNK
 OP0152'HIGHWAY 4 AND COUNTY ROAD A 34, 69.6 FEET EAST OF TRUNK HIGHWAY 4,
 OP0152'44.9 FEET WEST OF THE WEST RAIL OF TRACKS, 1.0 FEET SOUTH OF A
 OP0152'CARSONITE WITNESS POST, 0.6 FEET WEST OF A METAL WITNESS POST.
 OP0152
 OP0152                          STATION RECOVERY (2004)
 OP0152
 OP0152'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OP0152'1 MILE SOUTH OF WALLINGFORD AND 19 MILES EAST-SOUTHEAST OF MILFORD,
 OP0152'0.45 MILE SOUTH ON TRUNK HIGHWAY 4 FROM THE SOUTH JUNCTION OF STATE
 OP0152'HIGHWAY 4 AND COUNTY ROAD A34, 69.6 FEET EAST OF TRUNK HIGHWAY 4, 44.9
 OP0152'FEET WEST OF WEST RAILROAD RAIL, 1 FOOT SOUTH OF A CARSONITE WITNESS
 OP0152'POST AND 0.6 FOOT WEST OF A METAL WITNESS POST.   MONUMENT PROJECTS 3
 OP0152'INCHES AND IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0024 ***********************************************************************
 NL0024  DESIGNATION -  M 2
 NL0024  PID         -  NL0024
 NL0024  STATE/COUNTY-  IA/WEBSTER
 NL0024  USGS QUAD   -  FORT DODGE NORTH (1979)
 NL0024
 NL0024                         *CURRENT SURVEY CONTROL
 NL0024  ___________________________________________________________________
 NL0024* NAD 83(1986)-  42 36 05.     (N)    094 08 53.     (W)     SCALED    
 NL0024* NAVD 88     -       343.460  (meters)    1126.84   (feet)  ADJUSTED  
 NL0024  ___________________________________________________________________
 NL0024  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 NL0024  DYNAMIC HT  -         343.347 (meters)    1126.46  (feet)  COMP
 NL0024  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 NL0024
 NL0024  VERT ORDER  -  FIRST     CLASS II
 NL0024
 NL0024.The horizontal coordinates were scaled from a topographic map and have
 NL0024.an estimated accuracy of +/- 6 seconds.
 NL0024
 NL0024.The orthometric height was determined by differential leveling
 NL0024.and adjusted by the National Geodetic Survey in June 1991..
 NL0024
 NL0024.The geoid height was determined by GEOID03.
 NL0024
 NL0024.The dynamic height is computed by dividing the NAVD 88
 NL0024.geopotential number by the normal gravity value computed on the
 NL0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0024.degrees latitude (g = 980.6199 gals.).
 NL0024
 NL0024.The modeled gravity was interpolated from observed gravity values.
 NL0024
 NL0024;                    North         East    Units  Estimated Accuracy
 NL0024;SPC IA N     - 1,122,540.    1,446,820.      MT  (+/- 180 meters Scaled)
 NL0024
 NL0024                          SUPERSEDED SURVEY CONTROL
 NL0024
 NL0024  NGVD 29 (??/??/92)  343.411  (m)         1126.67   (f) ADJ UNCH    1 2
 NL0024
 NL0024.Superseded values are not recommended for survey control.
 NL0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0024.See file dsdata.txt to determine how the superseded data were derived.
 NL0024
 NL0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH058171(NAD 83)
 NL0024_MARKER: DB = BENCH MARK DISK
 NL0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0024_STAMPING: 1126.674 M 2 1930
 NL0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0024+STABILITY: SURFACE MOTION
 NL0024
 NL0024  HISTORY     - Date     Condition        Report By
 NL0024  HISTORY     - 1930     MONUMENTED       CGS
 NL0024  HISTORY     - 1934     GOOD             NGS
 NL0024
 NL0024                          STATION DESCRIPTION
 NL0024
 NL0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0024'1 MI S FROM BADGER.
 NL0024'1.0 MILE SOUTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 NL0024'BADGER, WEBSTER COUNTY, 250 YARDS WEST OF A WHITE SCHOOLHOUSE, 53
 NL0024'FEET NORTH OF THE NORTH FENCE LINE OF AN EAST-AND-WEST ROAD FENCED
 NL0024'50 FEET WIDE, AND 46 FEET EAST OF THE CENTERLINE OF THE TRACK AND
 NL0024'AT A FENCE CORNER.  A STANDARD DISK, STAMPED 1126.674 M 2 1930 AND
 NL0024'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0522 ***********************************************************************
 OP0522  DESIGNATION -  M 20
 OP0522  PID         -  OP0522
 OP0522  STATE/COUNTY-  IA/DICKINSON
 OP0522  USGS QUAD   -  LAKE PARK (1970)
 OP0522
 OP0522                         *CURRENT SURVEY CONTROL
 OP0522  ___________________________________________________________________
 OP0522* NAD 83(1996)-  43 27 02.02146(N)    095 22 12.06017(W)     ADJUSTED  
 OP0522* NAVD 88     -       455.532  (meters)    1494.52   (feet)  ADJUSTED  
 OP0522  ___________________________________________________________________
 OP0522  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 OP0522  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 OP0522  DYNAMIC HT  -         455.412 (meters)    1494.13  (feet)  COMP
 OP0522  MODELED GRAV-     980,341.4   (mgal)                       NAVD 88
 OP0522
 OP0522  HORZ ORDER  -  SECOND
 OP0522  VERT ORDER  -  SECOND    CLASS 0
 OP0522
 OP0522.The horizontal coordinates were established by classical geodetic methods
 OP0522.and adjusted by the National Geodetic Survey in May 1999..
 OP0522
 OP0522.The orthometric height was determined by differential leveling
 OP0522.and adjusted by the National Geodetic Survey in June 1991..
 OP0522
 OP0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0522
 OP0522.The geoid height was determined by GEOID03.
 OP0522
 OP0522.The dynamic height is computed by dividing the NAVD 88
 OP0522.geopotential number by the normal gravity value computed on the
 OP0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0522.degrees latitude (g = 980.6199 gals.).
 OP0522
 OP0522.The modeled gravity was interpolated from observed gravity values.
 OP0522
 OP0522;                    North         East     Units Scale Factor Converg.
 OP0522;SPC IA N     - 1,218,347.180 1,348,642.386   MT  1.00003879   -1 16 02.6
 OP0522;UTM  15      - 4,813,579.249   308,238.284   MT  1.00005235   -1 37 49.5
 OP0522
 OP0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0522!SPC IA N     -   0.99993287  x   1.00003879  =   0.99997165
 OP0522!UTM  15      -   0.99993287  x   1.00005235  =   0.99998521
 OP0522
 OP0522                          SUPERSEDED SURVEY CONTROL
 OP0522
 OP0522  NAD 83(1996)-  43 27 02.02146(N)    095 22 12.06017(W) AD(       ) 2
 OP0522  NAD 83(1986)-  43 27 02.01706(N)    095 22 12.05058(W) AD(       ) 2
 OP0522  NAD 27      -  43 27 02.14220(N)    095 22 11.04737(W) AD(       ) 2
 OP0522  NGVD 29 (??/??/92)  455.361  (m)         1493.96   (f) ADJ UNCH    2 0
 OP0522
 OP0522.Superseded values are not recommended for survey control.
 OP0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0522.See file dsdata.txt to determine how the superseded data were derived.
 OP0522
 OP0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0823813579(NAD 83)
 OP0522_MARKER: DB = BENCH MARK DISK
 OP0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0522_STAMPING: M 20 1934
 OP0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0522+STABILITY: SURFACE MOTION
 OP0522
 OP0522  HISTORY     - Date     Condition        Report By
 OP0522  HISTORY     - 1934     MONUMENTED       CGS
 OP0522  HISTORY     - 1971     GOOD             NGS
 OP0522  HISTORY     - 1971     GOOD             NGS
 OP0522
 OP0522                          STATION DESCRIPTION
 OP0522
 OP0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0522'3.2 MI E FROM HARRIS.
 OP0522'IN DICKINSON COUNTY, 3.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND
 OP0522'PACIFIC RAILWAY FROM THE STATION AT HARRIS, OSCEOLA COUNTY, 10-1/4
 OP0522'POLES WEST OF MILEPOST 237, 130 YARDS WEST OF THE CENTERLINE OF A
 OP0522'SECTION ROAD, 90 YARDS WEST OF A CONCRETE CULVERT UNDER THE TRACK,
 OP0522'48.5 FEET SOUTH OF THE SOUTH RAIL, 49 FEET SOUTHWEST OF MILEPOLE
 OP0522'237+10, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OP0522'STAMPED M 20 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 OP0522'INCHES ABOVE GROUND.
 OP0522
 OP0522                          STATION RECOVERY (1971)
 OP0522
 OP0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OP0522'STATION MARK, A STANDARD BENCH MARK DISK STAMPED M 20
 OP0522'1934, IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 OP0522'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 10
 OP0522'RAILS WEST OF THE CENTER OF THE RAILROAD CROSSING, 48 FEET
 OP0522'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 1.5 FEET
 OP0522'NORTH OF THE RIGHT-OF-WAY FENCE AND ABOUT 4 FEET LOWER THAN
 OP0522'THE RAILROAD TRACK.
 OP0522
 OP0522                          STATION RECOVERY (1971)
 OP0522
 OP0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OP0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0176 ***********************************************************************
 OP0176  DESIGNATION -  M 21
 OP0176  PID         -  OP0176
 OP0176  STATE/COUNTY-  IA/DICKINSON
 OP0176  USGS QUAD   -  TERRIL (1972)
 OP0176
 OP0176                         *CURRENT SURVEY CONTROL
 OP0176  ___________________________________________________________________
 OP0176* NAD 83(1986)-  43 18 52.     (N)    094 56 15.     (W)     SCALED    
 OP0176* NAVD 88     -       433.546  (meters)    1422.39   (feet)  ADJUSTED  
 OP0176  ___________________________________________________________________
 OP0176  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 OP0176  DYNAMIC HT  -         433.416 (meters)    1421.97  (feet)  COMP
 OP0176  MODELED GRAV-     980,308.8   (mgal)                       NAVD 88
 OP0176
 OP0176  VERT ORDER  -  SECOND    CLASS 0
 OP0176
 OP0176.The horizontal coordinates were scaled from a topographic map and have
 OP0176.an estimated accuracy of +/- 6 seconds.
 OP0176
 OP0176.The orthometric height was determined by differential leveling
 OP0176.and adjusted by the National Geodetic Survey in June 1991..
 OP0176
 OP0176.The geoid height was determined by GEOID03.
 OP0176
 OP0176.The dynamic height is computed by dividing the NAVD 88
 OP0176.geopotential number by the normal gravity value computed on the
 OP0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0176.degrees latitude (g = 980.6199 gals.).
 OP0176
 OP0176.The modeled gravity was interpolated from observed gravity values.
 OP0176
 OP0176;                    North         East    Units  Estimated Accuracy
 OP0176;SPC IA N     - 1,202,540.    1,383,390.      MT  (+/- 180 meters Scaled)
 OP0176
 OP0176                          SUPERSEDED SURVEY CONTROL
 OP0176
 OP0176  NGVD 29 (??/??/92)  433.411  (m)         1421.95   (f) ADJ UNCH    2 0
 OP0176
 OP0176.Superseded values are not recommended for survey control.
 OP0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0176.See file dsdata.txt to determine how the superseded data were derived.
 OP0176
 OP0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH428975(NAD 83)
 OP0176_MARKER: DB = BENCH MARK DISK
 OP0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0176_STAMPING: M 21 1934
 OP0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0176+STABILITY: SURFACE MOTION
 OP0176
 OP0176  HISTORY     - Date     Condition        Report By
 OP0176  HISTORY     - 1934     MONUMENTED       CGS
 OP0176
 OP0176                          STATION DESCRIPTION
 OP0176
 OP0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0176'1.8 MI NE FROM TERRIL.
 OP0176'1.8 MILES NORTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 OP0176'THE STATION AT TERRIL, DICKINSON COUNTY, 90 FEET SOUTHWEST OF MILEPOST
 OP0176'181, 52 FEET EAST OF A FENCE INTERSECTION, 45 FEET SOUTHEAST OF THE
 OP0176'EAST RAIL, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OP0176'DISK, STAMPED M 21 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0176'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0237 ***********************************************************************
 NL0237  DESIGNATION -  M 22
 NL0237  PID         -  NL0237
 NL0237  STATE/COUNTY-  IA/BUENA VISTA
 NL0237  USGS QUAD   -  ALBERT CITY (1971)
 NL0237
 NL0237                         *CURRENT SURVEY CONTROL
 NL0237  ___________________________________________________________________
 NL0237* NAD 83(1986)-  42 49 16.     (N)    094 57 42.     (W)     SCALED    
 NL0237* NAVD 88     -       406.950  (meters)    1335.14   (feet)  ADJUSTED  
 NL0237  ___________________________________________________________________
 NL0237  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 NL0237  DYNAMIC HT  -         406.815 (meters)    1334.69  (feet)  COMP
 NL0237  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 NL0237
 NL0237  VERT ORDER  -  SECOND    CLASS 0
 NL0237
 NL0237.The horizontal coordinates were scaled from a topographic map and have
 NL0237.an estimated accuracy of +/- 6 seconds.
 NL0237
 NL0237.The orthometric height was determined by differential leveling
 NL0237.and adjusted by the National Geodetic Survey in June 1991..
 NL0237
 NL0237.The geoid height was determined by GEOID03.
 NL0237
 NL0237.The dynamic height is computed by dividing the NAVD 88
 NL0237.geopotential number by the normal gravity value computed on the
 NL0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0237.degrees latitude (g = 980.6199 gals.).
 NL0237
 NL0237.The modeled gravity was interpolated from observed gravity values.
 NL0237
 NL0237;                    North         East    Units  Estimated Accuracy
 NL0237;SPC IA N     - 1,147,780.    1,380,480.      MT  (+/- 180 meters Scaled)
 NL0237
 NL0237                          SUPERSEDED SURVEY CONTROL
 NL0237
 NL0237  NGVD 29 (??/??/92)  406.843  (m)         1334.78   (f) ADJ UNCH    2 0
 NL0237
 NL0237.Superseded values are not recommended for survey control.
 NL0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0237.See file dsdata.txt to determine how the superseded data were derived.
 NL0237
 NL0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH396428(NAD 83)
 NL0237_MARKER: DB = BENCH MARK DISK
 NL0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0237_STAMPING: M 22 1934
 NL0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0237+STABILITY: SURFACE MOTION
 NL0237
 NL0237  HISTORY     - Date     Condition        Report By
 NL0237  HISTORY     - 1934     MONUMENTED       CGS
 NL0237
 NL0237                          STATION DESCRIPTION
 NL0237
 NL0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0237'2.9 MI S FROM MARATHON.
 NL0237'2.9 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0237'PACIFIC RAILROAD FROM THE STATION AT MARATHON, 8 POLES SOUTH
 NL0237'OF MILEPOST 132, 45.4 FEET EAST OF THE EAST RAIL, AND 2 FEET
 NL0237'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M
 NL0237'22 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES
 NL0237'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0202 ***********************************************************************
 NL0202  DESIGNATION -  M 23
 NL0202  PID         -  NL0202
 NL0202  STATE/COUNTY-  IA/BUENA VISTA
 NL0202  USGS QUAD   -  NEWELL EAST (1979)
 NL0202
 NL0202                         *CURRENT SURVEY CONTROL
 NL0202  ___________________________________________________________________
 NL0202* NAD 83(1986)-  42 36 19.     (N)    094 59 37.     (W)     SCALED    
 NL0202* NAVD 88     -       383.364  (meters)    1257.75   (feet)  ADJUSTED  
 NL0202  ___________________________________________________________________
 NL0202  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 NL0202  DYNAMIC HT  -         383.235 (meters)    1257.33  (feet)  COMP
 NL0202  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 NL0202
 NL0202  VERT ORDER  -  SECOND    CLASS 0
 NL0202
 NL0202.The horizontal coordinates were scaled from a topographic map and have
 NL0202.an estimated accuracy of +/- 6 seconds.
 NL0202
 NL0202.The orthometric height was determined by differential leveling
 NL0202.and adjusted by the National Geodetic Survey in June 1991..
 NL0202
 NL0202.The geoid height was determined by GEOID03.
 NL0202
 NL0202.The dynamic height is computed by dividing the NAVD 88
 NL0202.geopotential number by the normal gravity value computed on the
 NL0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0202.degrees latitude (g = 980.6199 gals.).
 NL0202
 NL0202.The modeled gravity was interpolated from observed gravity values.
 NL0202
 NL0202;                    North         East    Units  Estimated Accuracy
 NL0202;SPC IA N     - 1,123,850.    1,377,450.      MT  (+/- 180 meters Scaled)
 NL0202
 NL0202                          SUPERSEDED SURVEY CONTROL
 NL0202
 NL0202  NGVD 29 (??/??/92)  383.244  (m)         1257.36   (f) ADJ UNCH    2 0
 NL0202
 NL0202.Superseded values are not recommended for survey control.
 NL0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0202.See file dsdata.txt to determine how the superseded data were derived.
 NL0202
 NL0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH364189(NAD 83)
 NL0202_MARKER: DB = BENCH MARK DISK
 NL0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0202_STAMPING: M 23 1934
 NL0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0202+STABILITY: SURFACE MOTION
 NL0202
 NL0202  HISTORY     - Date     Condition        Report By
 NL0202  HISTORY     - 1934     MONUMENTED       CGS
 NL0202  HISTORY     - 1974     MARK NOT FOUND   NGS
 NL0202
 NL0202                          STATION DESCRIPTION
 NL0202
 NL0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0202'AT NEWELL.
 NL0202'AT NEWELL, BUENA VISTA COUNTY, ABOUT 0.5 MILE EAST OF THE ILLINOIS
 NL0202'CENTRAL RAILROAD STATION, 91 FEET WEST OF A ROAD CROSSING,
 NL0202'31 FEET SOUTH OF THE CENTERLINE OF A ROAD PARALLELING THE
 NL0202'TRACK, AND 3 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED
 NL0202'M 23 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NL0202'5 INCHES ABOVE GROUND.
 NL0202
 NL0202                          STATION RECOVERY (1974)
 NL0202
 NL0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NL0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0465 ***********************************************************************
 NL0465  DESIGNATION -  M 24
 NL0465  PID         -  NL0465
 NL0465  STATE/COUNTY-  IA/CHEROKEE
 NL0465  USGS QUAD   -  CHEROKEE SOUTH (1969)
 NL0465
 NL0465                         *CURRENT SURVEY CONTROL
 NL0465  ___________________________________________________________________
 NL0465* NAD 83(1986)-  42 44 53.     (N)    095 33 14.     (W)     SCALED    
 NL0465* NAVD 88     -       364.328  (meters)    1195.30   (feet)  ADJUSTED  
 NL0465  ___________________________________________________________________
 NL0465  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 NL0465  DYNAMIC HT  -         364.213 (meters)    1194.92  (feet)  COMP
 NL0465  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 NL0465
 NL0465  VERT ORDER  -  SECOND    CLASS 0
 NL0465
 NL0465.The horizontal coordinates were scaled from a topographic map and have
 NL0465.an estimated accuracy of +/- 6 seconds.
 NL0465
 NL0465.The orthometric height was determined by differential leveling
 NL0465.and adjusted by the National Geodetic Survey in June 1991..
 NL0465
 NL0465.The geoid height was determined by GEOID03.
 NL0465
 NL0465.The dynamic height is computed by dividing the NAVD 88
 NL0465.geopotential number by the normal gravity value computed on the
 NL0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0465.degrees latitude (g = 980.6199 gals.).
 NL0465
 NL0465.The modeled gravity was interpolated from observed gravity values.
 NL0465
 NL0465;                    North         East    Units  Estimated Accuracy
 NL0465;SPC IA N     - 1,140,670.    1,331,870.      MT  (+/- 180 meters Scaled)
 NL0465
 NL0465                          SUPERSEDED SURVEY CONTROL
 NL0465
 NL0465  NGVD 29 (??/??/92)  364.163  (m)         1194.76   (f) ADJ UNCH    2 0
 NL0465
 NL0465.Superseded values are not recommended for survey control.
 NL0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0465.See file dsdata.txt to determine how the superseded data were derived.
 NL0465
 NL0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH909360(NAD 83)
 NL0465_MARKER: DB = BENCH MARK DISK
 NL0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0465_STAMPING: M 24 1934
 NL0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0465+STABILITY: SURFACE MOTION
 NL0465
 NL0465  HISTORY     - Date     Condition        Report By
 NL0465  HISTORY     - 1934     MONUMENTED       CGS
 NL0465  HISTORY     - 1943     MARK NOT FOUND   NGS
 NL0465
 NL0465                          STATION DESCRIPTION
 NL0465
 NL0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0465'AT CHEROKEE.
 NL0465'AT CHEROKEE, CHEROKEE COUNTY, 148.2 FEET SOUTH OF THE SOUTHWEST
 NL0465'CORNER OF THE ILLINOIS CENTRAL RAILROAD STATION, 31.1 FEET
 NL0465'NORTH OF THE SOUTHEAST CORNER OF THE SOUTH PASSENGER STATION
 NL0465'PARK, 60.2 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, AND
 NL0465'1.5 FEET WEST OF THE EAST PARK FENCE.  A STANDARD DISK, STAMPED
 NL0465'M 24 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NL0465'2 INCHES ABOVE GROUND.  NOTE-- THE STREET WAS WIDENED AND A
 NL0465'NEW PAVEMENT WAS ALSO LAID AT THE SAME TIME.  THE MARK WAS
 NL0465'EITHER DESTROYED OR COVERED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0500 ***********************************************************************
 NL0500  DESIGNATION -  M 25
 NL0500  PID         -  NL0500
 NL0500  STATE/COUNTY-  IA/WOODBURY
 NL0500  USGS QUAD   -  CORRECTIONVILLE (1969)
 NL0500
 NL0500                         *CURRENT SURVEY CONTROL
 NL0500  ___________________________________________________________________
 NL0500* NAD 83(1986)-  42 29 48.     (N)    095 46 53.     (W)     SCALED    
 NL0500* NAVD 88     -       345.017  (meters)    1131.94   (feet)  ADJUSTED  
 NL0500  ___________________________________________________________________
 NL0500  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 NL0500  DYNAMIC HT  -         344.904 (meters)    1131.57  (feet)  COMP
 NL0500  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 NL0500
 NL0500  VERT ORDER  -  SECOND    CLASS 0
 NL0500
 NL0500.The horizontal coordinates were scaled from a topographic map and have
 NL0500.an estimated accuracy of +/- 6 seconds.
 NL0500
 NL0500.The orthometric height was determined by differential leveling
 NL0500.and adjusted by the National Geodetic Survey in June 1991..
 NL0500
 NL0500.The geoid height was determined by GEOID03.
 NL0500
 NL0500.The dynamic height is computed by dividing the NAVD 88
 NL0500.geopotential number by the normal gravity value computed on the
 NL0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0500.degrees latitude (g = 980.6199 gals.).
 NL0500
 NL0500.The modeled gravity was interpolated from observed gravity values.
 NL0500
 NL0500;                    North         East    Units  Estimated Accuracy
 NL0500;SPC IA N     - 1,113,240.    1,312,490.      MT  (+/- 180 meters Scaled)
 NL0500
 NL0500                          SUPERSEDED SURVEY CONTROL
 NL0500
 NL0500  NGVD 29 (??/??/92)  344.884  (m)         1131.51   (f) ADJ UNCH    2 0
 NL0500
 NL0500.Superseded values are not recommended for survey control.
 NL0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0500.See file dsdata.txt to determine how the superseded data were derived.
 NL0500
 NL0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH714086(NAD 83)
 NL0500_MARKER: DB = BENCH MARK DISK
 NL0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0500_STAMPING: M 25 1934
 NL0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0500+STABILITY: SURFACE MOTION
 NL0500
 NL0500  HISTORY     - Date     Condition        Report By
 NL0500  HISTORY     - 1934     MONUMENTED       CGS
 NL0500  HISTORY     - 1942     GOOD             NGS
 NL0500  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0500
 NL0500                          STATION DESCRIPTION
 NL0500
 NL0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NL0500'1.2 MI N FROM CORRECTIONVILLE.
 NL0500'1.2 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD BRIDGE
 NL0500'T-20.2 FROM THE CROSSING OF THE CHICAGO AND NORTH WESTERN
 NL0500'RAILWAY AT CORRECTIONVILLE, WOODBURY COUNTY, AT A ROAD
 NL0500'CROSSING, 31 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 39.2
 NL0500'FEET NORTHWEST OF THE NORTHWEST RAIL, AND 6.2 FEET SOUTHEAST
 NL0500'OF A CORNER FENCE POST.  A STANDARD DISK, STAMPED M 25 1934
 NL0500'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 NL0500'ABOVE GROUND.
 NL0500
 NL0500                          STATION RECOVERY (2000)
 NL0500
 NL0500'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0500'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0580 ***********************************************************************
 OP0580  DESIGNATION -  M 26
 OP0580  PID         -  OP0580
 OP0580  STATE/COUNTY-  IA/O BRIEN
 OP0580  USGS QUAD   -  GAZA (1964)
 OP0580
 OP0580                         *CURRENT SURVEY CONTROL
 OP0580  ___________________________________________________________________
 OP0580* NAD 83(1986)-  43 03 19.     (N)    095 36 47.     (W)     SCALED    
 OP0580* NAVD 88     -       455.484  (meters)    1494.37   (feet)  ADJUSTED  
 OP0580  ___________________________________________________________________
 OP0580  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 OP0580  DYNAMIC HT  -         455.342 (meters)    1493.90  (feet)  COMP
 OP0580  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 OP0580
 OP0580  VERT ORDER  -  SECOND    CLASS 0
 OP0580
 OP0580.The horizontal coordinates were scaled from a topographic map and have
 OP0580.an estimated accuracy of +/- 6 seconds.
 OP0580
 OP0580.The orthometric height was determined by differential leveling
 OP0580.and adjusted by the National Geodetic Survey in June 1991..
 OP0580
 OP0580.The geoid height was determined by GEOID03.
 OP0580
 OP0580.The dynamic height is computed by dividing the NAVD 88
 OP0580.geopotential number by the normal gravity value computed on the
 OP0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0580.degrees latitude (g = 980.6199 gals.).
 OP0580
 OP0580.The modeled gravity was interpolated from observed gravity values.
 OP0580
 OP0580;                    North         East    Units  Estimated Accuracy
 OP0580;SPC IA N     - 1,174,910.    1,327,880.      MT  (+/- 180 meters Scaled)
 OP0580
 OP0580                          SUPERSEDED SURVEY CONTROL
 OP0580
 OP0580  NGVD 29 (??/??/92)  455.28   (m)         1493.7    (f) COMPUTED    2 0
 OP0580
 OP0580.Superseded values are not recommended for survey control.
 OP0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0580.See file dsdata.txt to determine how the superseded data were derived.
 OP0580
 OP0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH872702(NAD 83)
 OP0580_MARKER: DB = BENCH MARK DISK
 OP0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0580_STAMPING: M-26 -- 1934
 OP0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0580+STABILITY: SURFACE MOTION
 OP0580
 OP0580  HISTORY     - Date     Condition        Report By
 OP0580  HISTORY     - 1934     MONUMENTED       CGS
 OP0580
 OP0580                          STATION DESCRIPTION
 OP0580
 OP0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0580'2.4 MI S FROM PRIMGHAR.
 OP0580'2.4 MILES SOUTH OF THE ILLINOIS CENTRAL DEPOT AT PRIMGHAR.  42.9 FEET
 OP0580'SOUTHWEST OF SOUTHWEST RAIL OF TRACK.  32 FEET NORTH OF CENTERLINE OF
 OP0580'ROAD CROSSING TRACK.  2.5 FEET NORTHEAST OF CORNER FENCE POST.
 OP0580'STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0581 ***********************************************************************
 OP0581  DESIGNATION -  M 26 RESET
 OP0581  PID         -  OP0581
 OP0581  STATE/COUNTY-  IA/O BRIEN
 OP0581  USGS QUAD   -  GAZA (1964)
 OP0581
 OP0581                         *CURRENT SURVEY CONTROL
 OP0581  ___________________________________________________________________
 OP0581* NAD 83(1986)-  43 03 19.     (N)    095 36 47.     (W)     SCALED    
 OP0581* NAVD 88     -       455.66   (meters)    1494.9    (feet)  RESET     
 OP0581  ___________________________________________________________________
 OP0581  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 OP0581
 OP0581  VERT ORDER  -  THIRD
 OP0581
 OP0581.The horizontal coordinates were scaled from a topographic map and have
 OP0581.an estimated accuracy of +/- 6 seconds.
 OP0581
 OP0581.The orthometric height was computed from unverified reset data.
 OP0581
 OP0581.The geoid height was determined by GEOID03.
 OP0581
 OP0581;                    North         East    Units  Estimated Accuracy
 OP0581;SPC IA N     - 1,174,910.    1,327,880.      MT  (+/- 180 meters Scaled)
 OP0581
 OP0581                          SUPERSEDED SURVEY CONTROL
 OP0581
 OP0581.No superseded survey control is available for this station.
 OP0581
 OP0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH872702(NAD 83)
 OP0581_MARKER: DB = BENCH MARK DISK
 OP0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0581_STAMPING: M 26 RESET 1940
 OP0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0581+STABILITY: SURFACE MOTION
 OP0581
 OP0581  HISTORY     - Date     Condition        Report By
 OP0581  HISTORY     - 1940     MONUMENTED       IAGS
 OP0581
 OP0581                          STATION DESCRIPTION
 OP0581
 OP0581'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1940
 OP0581'2.4 MI S FROM PRIMGHAR.
 OP0581'2.4 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 OP0581'AT PRIMGHAR, OBRIEN COUNTY, 185 FEET EAST OF THE NORTH QUARTER CORNER
 OP0581'OF SEC. 18, T. 95 N., R. 40 W., AT A COUNTY ROAD CROSSING, 40.0 FEET
 OP0581'SOUTH OF THE CENTERLINE OF THE ROAD, 46.5 FEET SOUTHWEST OF THE TRACK,
 OP0581'AND NEAR THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 26 RESET
 OP0581'1940 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0032 ***********************************************************************
 NL0032  DESIGNATION -  M 27
 NL0032  PID         -  NL0032
 NL0032  STATE/COUNTY-  IA/POCAHONTAS
 NL0032  USGS QUAD   -  BRADGATE (1980)
 NL0032
 NL0032                         *CURRENT SURVEY CONTROL
 NL0032  ___________________________________________________________________
 NL0032* NAD 83(1986)-  42 48 23.     (N)    094 26 49.     (W)     SCALED    
 NL0032* NAVD 88     -       343.026  (meters)    1125.41   (feet)  ADJUSTED  
 NL0032  ___________________________________________________________________
 NL0032  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 NL0032  DYNAMIC HT  -         342.919 (meters)    1125.06  (feet)  COMP
 NL0032  MODELED GRAV-     980,299.8   (mgal)                       NAVD 88
 NL0032
 NL0032  VERT ORDER  -  SECOND    CLASS 0
 NL0032
 NL0032.The horizontal coordinates were scaled from a topographic map and have
 NL0032.an estimated accuracy of +/- 6 seconds.
 NL0032
 NL0032.The orthometric height was determined by differential leveling
 NL0032.and adjusted by the National Geodetic Survey in June 1991..
 NL0032
 NL0032.The geoid height was determined by GEOID03.
 NL0032
 NL0032.The dynamic height is computed by dividing the NAVD 88
 NL0032.geopotential number by the normal gravity value computed on the
 NL0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0032.degrees latitude (g = 980.6199 gals.).
 NL0032
 NL0032.The modeled gravity was interpolated from observed gravity values.
 NL0032
 NL0032;                    North         East    Units  Estimated Accuracy
 NL0032;SPC IA N     - 1,145,540.    1,422,550.      MT  (+/- 180 meters Scaled)
 NL0032
 NL0032                          SUPERSEDED SURVEY CONTROL
 NL0032
 NL0032  NGVD 29 (??/??/92)  342.963  (m)         1125.20   (f) ADJ UNCH    2 0
 NL0032
 NL0032.Superseded values are not recommended for survey control.
 NL0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0032.See file dsdata.txt to determine how the superseded data were derived.
 NL0032
 NL0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH816403(NAD 83)
 NL0032_MARKER: DB = BENCH MARK DISK
 NL0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0032_STAMPING: M 27 1934
 NL0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0032+STABILITY: SURFACE MOTION
 NL0032
 NL0032  HISTORY     - Date     Condition        Report By
 NL0032  HISTORY     - 1934     MONUMENTED       CGS
 NL0032  HISTORY     - 1976     MARK NOT FOUND   USGS
 NL0032
 NL0032                          STATION DESCRIPTION
 NL0032
 NL0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0032'1.5 MI W FROM BRADGATE.
 NL0032'IN POCAHONTAS COUNTY, ABOUT 1.5 MILES WEST ALONG THE CHICAGO
 NL0032'AND NORTH WESTERN RAILWAY FROM THE STATION AT BRADGATE, HUMBOLDT
 NL0032'COUNTY, 57.0 FEET SOUTHEAST OF A TOWNSHIP-ROAD CROSSING, 43.5
 NL0032'FEET SOUTH OF THE SOUTH RAIL AND 4.0 FEET NORTHEAST OF A RIGHT-OF-WAY
 NL0032'FENCE CORNER.  A STANDARD DISK, STAMPED M 27 1934 AND SET IN THE TOP
 NL0032'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 NL0032
 NL0032                          STATION RECOVERY (1976)
 NL0032
 NL0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NL0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0460 ***********************************************************************
 NK0460  DESIGNATION -  M 28
 NK0460  PID         -  NK0460
 NK0460  STATE/COUNTY-  IA/WRIGHT
 NK0460  USGS QUAD   -  CLARION (1978)
 NK0460
 NK0460                         *CURRENT SURVEY CONTROL
 NK0460  ___________________________________________________________________
 NK0460* NAD 83(1986)-  42 44 13.     (N)    093 44 07.     (W)     SCALED    
 NK0460* NAVD 88     -       357.778  (meters)    1173.81   (feet)  ADJUSTED  
 NK0460  ___________________________________________________________________
 NK0460  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 NK0460  DYNAMIC HT  -         357.693 (meters)    1173.53  (feet)  COMP
 NK0460  MODELED GRAV-     980,370.3   (mgal)                       NAVD 88
 NK0460
 NK0460  VERT ORDER  -  SECOND    CLASS 0
 NK0460
 NK0460.The horizontal coordinates were scaled from a topographic map and have
 NK0460.an estimated accuracy of +/- 6 seconds.
 NK0460
 NK0460.The orthometric height was determined by differential leveling
 NK0460.and adjusted by the National Geodetic Survey in June 1991..
 NK0460
 NK0460.The geoid height was determined by GEOID03.
 NK0460
 NK0460.The dynamic height is computed by dividing the NAVD 88
 NK0460.geopotential number by the normal gravity value computed on the
 NK0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0460.degrees latitude (g = 980.6199 gals.).
 NK0460
 NK0460.The modeled gravity was interpolated from observed gravity values.
 NK0460
 NK0460;                    North         East    Units  Estimated Accuracy
 NK0460;SPC IA N     - 1,137,420.    1,480,740.      MT  (+/- 180 meters Scaled)
 NK0460
 NK0460                          SUPERSEDED SURVEY CONTROL
 NK0460
 NK0460  NGVD 29 (??/??/92)  357.769  (m)         1173.78   (f) ADJ UNCH    2 0
 NK0460
 NK0460.Superseded values are not recommended for survey control.
 NK0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0460.See file dsdata.txt to determine how the superseded data were derived.
 NK0460
 NK0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH398318(NAD 83)
 NK0460_MARKER: DB = BENCH MARK DISK
 NK0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0460_STAMPING: M 28 1934
 NK0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0460+STABILITY: SURFACE MOTION
 NK0460
 NK0460  HISTORY     - Date     Condition        Report By
 NK0460  HISTORY     - 1934     MONUMENTED       CGS
 NK0460  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0460
 NK0460                          STATION DESCRIPTION
 NK0460
 NK0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0460'AT CLARION.
 NK0460'AT CLARION, WRIGHT COUNTY, 0.3 MILE NORTHEAST OF THE CHICAGO
 NK0460'GREAT WESTERN RAILROAD STATION, 150 YARDS NORTH OF A GRAIN
 NK0460'ELEVATOR, IN A CORNER PLOT FORMED BY THE INTERSECTION OF A
 NK0460'NORTH AND SOUTH STREET WITH AN EAST AND WEST STREET, 63.1 FEET
 NK0460'NORTHWEST OF THE NORTHWEST RAIL OF THE PASSING TRACK, 33.6 FEET
 NK0460'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 52.3 FEET
 NK0460'SOUTH OF THE CENTERLINE OF THE EAST AND WEST STREET, AND 44.0
 NK0460'FEET EAST OF THE CENTERLINE OF THE NORTH SOUTH STREET.  A
 NK0460'STANDARD DISK, STAMPED M 28 1934 AND SET IN THE TOP OF A CONCRETE
 NK0460'POST PROJECTING 2 INCHES ABOVE GROUND.
 NK0460
 NK0460                          STATION RECOVERY (1974)
 NK0460
 NK0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0150 ***********************************************************************
 NK0150  DESIGNATION -  M 29
 NK0150  PID         -  NK0150
 NK0150  STATE/COUNTY-  IA/BUTLER
 NK0150  USGS QUAD   -  DUMONT NORTH (1972)
 NK0150
 NK0150                         *CURRENT SURVEY CONTROL
 NK0150  ___________________________________________________________________
 NK0150* NAD 83(1986)-  42 45 09.     (N)    092 56 36.     (W)     SCALED    
 NK0150* NAVD 88     -       301.718  (meters)     989.89   (feet)  ADJUSTED  
 NK0150  ___________________________________________________________________
 NK0150  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 NK0150  DYNAMIC HT  -         301.610 (meters)     989.53  (feet)  COMP
 NK0150  MODELED GRAV-     980,255.4   (mgal)                       NAVD 88
 NK0150
 NK0150  VERT ORDER  -  SECOND    CLASS 0
 NK0150
 NK0150.The horizontal coordinates were scaled from a topographic map and have
 NK0150.an estimated accuracy of +/- 6 seconds.
 NK0150
 NK0150.The orthometric height was determined by differential leveling
 NK0150.and adjusted by the National Geodetic Survey in June 1991..
 NK0150
 NK0150.The geoid height was determined by GEOID03.
 NK0150
 NK0150.The dynamic height is computed by dividing the NAVD 88
 NK0150.geopotential number by the normal gravity value computed on the
 NK0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0150.degrees latitude (g = 980.6199 gals.).
 NK0150
 NK0150.The modeled gravity was interpolated from observed gravity values.
 NK0150
 NK0150;                    North         East    Units  Estimated Accuracy
 NK0150;SPC IA N     - 1,139,270.    1,545,570.      MT  (+/- 180 meters Scaled)
 NK0150
 NK0150                          SUPERSEDED SURVEY CONTROL
 NK0150
 NK0150  NGVD 29 (??/??/92)  301.701  (m)          989.83   (f) ADJ UNCH    2 0
 NK0150
 NK0150.Superseded values are not recommended for survey control.
 NK0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0150.See file dsdata.txt to determine how the superseded data were derived.
 NK0150
 NK0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH046333(NAD 83)
 NK0150_MARKER: DB = BENCH MARK DISK
 NK0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0150_STAMPING: M 29 1934
 NK0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0150+STABILITY: SURFACE MOTION
 NK0150
 NK0150  HISTORY     - Date     Condition        Report By
 NK0150  HISTORY     - 1934     MONUMENTED       CGS
 NK0150  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0150
 NK0150                          STATION DESCRIPTION
 NK0150
 NK0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0150'1.8 MI NE FROM DUMONT.
 NK0150'1.8 MILES NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NK0150'FROM THE STATION AT DUMONT, BUTLER COUNTY, ABOUT 90 YARDS
 NK0150'SOUTHWEST OF THE FIFTEENTH POLE SOUTHWEST OF MILEPOST 303, ON
 NK0150'THE INSIDE OF A CURVE TO THE LEFT, AT THE SOUTH END OF A CUT,
 NK0150'59.8 FEET NORTHWEST OF THE NORTHWEST RAIL, AND 8.4 FEET SOUTHEAST
 NK0150'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 29 1934
 NK0150'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 NK0150'GROUND.
 NK0150
 NK0150                          STATION RECOVERY (1974)
 NK0150
 NK0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0075 ***********************************************************************
 NL0075  DESIGNATION -  M 3
 NL0075  PID         -  NL0075
 NL0075  STATE/COUNTY-  IA/BOONE
 NL0075  USGS QUAD   -  OGDEN (1982)
 NL0075
 NL0075                         *CURRENT SURVEY CONTROL
 NL0075  ___________________________________________________________________
 NL0075* NAD 83(1986)-  42 00 30.     (N)    094 03 20.     (W)     SCALED    
 NL0075* NAVD 88     -       321.614  (meters)    1055.16   (feet)  ADJUSTED  
 NL0075  ___________________________________________________________________
 NL0075  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 NL0075  DYNAMIC HT  -         321.518 (meters)    1054.85  (feet)  COMP
 NL0075  MODELED GRAV-     980,313.6   (mgal)                       NAVD 88
 NL0075
 NL0075  VERT ORDER  -  FIRST     CLASS II
 NL0075
 NL0075.The horizontal coordinates were scaled from a topographic map and have
 NL0075.an estimated accuracy of +/- 6 seconds.
 NL0075
 NL0075.The orthometric height was determined by differential leveling
 NL0075.and adjusted by the National Geodetic Survey in June 1991..
 NL0075
 NL0075.The geoid height was determined by GEOID03.
 NL0075
 NL0075.The dynamic height is computed by dividing the NAVD 88
 NL0075.geopotential number by the normal gravity value computed on the
 NL0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0075.degrees latitude (g = 980.6199 gals.).
 NL0075
 NL0075.The modeled gravity was interpolated from observed gravity values.
 NL0075
 NL0075;                    North         East    Units  Estimated Accuracy
 NL0075;SPC IA N     - 1,056,620.    1,453,980.      MT  (+/- 180 meters Scaled)
 NL0075
 NL0075                          SUPERSEDED SURVEY CONTROL
 NL0075
 NL0075  NGVD 29 (??/??/92)  321.595  (m)         1055.10   (f) ADJ UNCH    1 2
 NL0075
 NL0075.Superseded values are not recommended for survey control.
 NL0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0075.See file dsdata.txt to determine how the superseded data were derived.
 NL0075
 NL0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG125512(NAD 83)
 NL0075_MARKER: DB = BENCH MARK DISK
 NL0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0075_STAMPING: 1055.100 M 3 1930
 NL0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0075+STABILITY: SURFACE MOTION
 NL0075
 NL0075  HISTORY     - Date     Condition        Report By
 NL0075  HISTORY     - 1930     MONUMENTED       CGS
 NL0075  HISTORY     - 1934     GOOD             NGS
 NL0075  HISTORY     - 1980     MARK NOT FOUND   USGS
 NL0075
 NL0075                          STATION DESCRIPTION
 NL0075
 NL0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0075'2 MI SW FROM OGDEN.
 NL0075'2.0 MILES SOUTHWEST ALONG THE ABANDONED MINNEAPOLIS AND ST.
 NL0075'LOUIS RAILROAD, FROM OGDEN, BOONE COUNTY, 19 FEET NORTH OF THE
 NL0075'NORTH FENCE LINE OF AN EAST AND WEST ROAD FENCED 50 FEET WIDE,
 NL0075'40 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND AT
 NL0075'A FENCE LINE.  A STANDARD DISK, STAMPED 1055.100 M 3 1930 AND
 NL0075'SET IN THE TOP OF A CONCRETE POST.
 NL0075
 NL0075                          STATION RECOVERY (1980)
 NL0075
 NL0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NL0075'THE ROAD HAS BEEN REMOVED AND THE AREA IS NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0127 ***********************************************************************
 NK0127  DESIGNATION -  M 30
 NK0127  PID         -  NK0127
 NK0127  STATE/COUNTY-  IA/GRUNDY
 NK0127  USGS QUAD   -  GRUNDY CENTER (1979)
 NK0127
 NK0127                         *CURRENT SURVEY CONTROL
 NK0127  ___________________________________________________________________
 NK0127* NAD 83(1986)-  42 21 39.     (N)    092 45 04.     (W)     SCALED    
 NK0127* NAVD 88     -       296.216  (meters)     971.84   (feet)  ADJUSTED  
 NK0127  ___________________________________________________________________
 NK0127  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 NK0127  DYNAMIC HT  -         296.102 (meters)     971.46  (feet)  COMP
 NK0127  MODELED GRAV-     980,231.9   (mgal)                       NAVD 88
 NK0127
 NK0127  VERT ORDER  -  SECOND    CLASS 0
 NK0127
 NK0127.The horizontal coordinates were scaled from a topographic map and have
 NK0127.an estimated accuracy of +/- 6 seconds.
 NK0127
 NK0127.The orthometric height was determined by differential leveling
 NK0127.and adjusted by the National Geodetic Survey in June 1991..
 NK0127
 NK0127.The geoid height was determined by GEOID03.
 NK0127
 NK0127.The dynamic height is computed by dividing the NAVD 88
 NK0127.geopotential number by the normal gravity value computed on the
 NK0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0127.degrees latitude (g = 980.6199 gals.).
 NK0127
 NK0127.The modeled gravity was interpolated from observed gravity values.
 NK0127
 NK0127;                    North         East    Units  Estimated Accuracy
 NK0127;SPC IA N     - 1,095,890.    1,561,690.      MT  (+/- 180 meters Scaled)
 NK0127
 NK0127                          SUPERSEDED SURVEY CONTROL
 NK0127
 NK0127  NGVD 29 (??/??/92)  296.195  (m)          971.77   (f) ADJ UNCH    2 0
 NK0127
 NK0127.Superseded values are not recommended for survey control.
 NK0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0127.See file dsdata.txt to determine how the superseded data were derived.
 NK0127
 NK0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG204898(NAD 83)
 NK0127_MARKER: DB = BENCH MARK DISK
 NK0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0127_SP_SET: BRIDGE
 NK0127_STAMPING: M 30 1934
 NK0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0127
 NK0127  HISTORY     - Date     Condition        Report By
 NK0127  HISTORY     - 1934     MONUMENTED       CGS
 NK0127  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0127
 NK0127                          STATION DESCRIPTION
 NK0127
 NK0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0127'1.1 MI E FROM GRUNDY CENTER.
 NK0127'1.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0127'RAILWAY FROM THE STATION AT GRUNDY CENTER, GRUNDY COUNTY, AT
 NK0127'BRIDGE, IN THE TOP OF THE NORTHEAST CONCRETE WINGWALL, 3.7 FEET
 NK0127'NORTH OF THE NORTH RAIL, 1.6 FEET SOUTH OF THE START OF
 NK0127'SLANTING OF THE WALL, AND 1 FOOT WEST OF THE SOUTH EDGE OF THE
 NK0127'CONCRETE.  A STANDARD DISK, STAMPED M 30 1934.
 NK0127
 NK0127                          STATION RECOVERY (1974)
 NK0127
 NK0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0360 ***********************************************************************
 NK0360  DESIGNATION -  M 32
 NK0360  PID         -  NK0360
 NK0360  STATE/COUNTY-  IA/BOONE
 NK0360  USGS QUAD   -  BOONE WEST (1976)
 NK0360
 NK0360                         *CURRENT SURVEY CONTROL
 NK0360  ___________________________________________________________________
 NK0360* NAD 83(1986)-  42 03 34.     (N)    093 57 56.     (W)     SCALED    
 NK0360* NAVD 88     -       320.945  (meters)    1052.97   (feet)  ADJUSTED  
 NK0360  ___________________________________________________________________
 NK0360  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 NK0360  DYNAMIC HT  -         320.850 (meters)    1052.66  (feet)  COMP
 NK0360  MODELED GRAV-     980,315.4   (mgal)                       NAVD 88
 NK0360
 NK0360  VERT ORDER  -  SECOND    CLASS 0
 NK0360
 NK0360.The horizontal coordinates were scaled from a topographic map and have
 NK0360.an estimated accuracy of +/- 6 seconds.
 NK0360
 NK0360.The orthometric height was determined by differential leveling
 NK0360.and adjusted by the National Geodetic Survey in June 1991..
 NK0360
 NK0360.The geoid height was determined by GEOID03.
 NK0360
 NK0360.The dynamic height is computed by dividing the NAVD 88
 NK0360.geopotential number by the normal gravity value computed on the
 NK0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0360.degrees latitude (g = 980.6199 gals.).
 NK0360
 NK0360.The modeled gravity was interpolated from observed gravity values.
 NK0360
 NK0360;                    North         East    Units  Estimated Accuracy
 NK0360;SPC IA N     - 1,062,250.    1,461,460.      MT  (+/- 180 meters Scaled)
 NK0360
 NK0360                          SUPERSEDED SURVEY CONTROL
 NK0360
 NK0360  NGVD 29 (??/??/92)  320.933  (m)         1052.93   (f) ADJ UNCH    2 0
 NK0360
 NK0360.Superseded values are not recommended for survey control.
 NK0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0360.See file dsdata.txt to determine how the superseded data were derived.
 NK0360
 NK0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG201568(NAD 83)
 NK0360_MARKER: DB = BENCH MARK DISK
 NK0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0360_SP_SET: BRIDGE
 NK0360_STAMPING: M 32 1934
 NK0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0360
 NK0360  HISTORY     - Date     Condition        Report By
 NK0360  HISTORY     - 1934     MONUMENTED       CGS
 NK0360
 NK0360                          STATION DESCRIPTION
 NK0360
 NK0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0360'4.1 MI E FROM OGDEN.
 NK0360'4.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0360'THE STATION AT OGDEN, AT THE BRIDGE OVER DES MOINES RIVER, IN
 NK0360'THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT, 5.5
 NK0360'FEET WEST OF THE EAST SIDE OF THE ABUTMENT, 3.9 FEET NORTH OF
 NK0360'THE SOUTH SIDE OF THE ABUTMENT, AND 4 FEET HIGHER THAN THE RAIL.
 NK0360'A STANDARD DISK, STAMPED M 32 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0391 ***********************************************************************
 MH0391  DESIGNATION -  M 33
 MH0391  PID         -  MH0391
 MH0391  STATE/COUNTY-  IA/POLK
 MH0391  USGS QUAD   -  ELKHART (1972)
 MH0391
 MH0391                         *CURRENT SURVEY CONTROL
 MH0391  ___________________________________________________________________
 MH0391* NAD 83(1986)-  41 47 28.     (N)    093 31 36.     (W)     SCALED    
 MH0391* NAVD 88     -       298.584  (meters)     979.60   (feet)  ADJUSTED  
 MH0391  ___________________________________________________________________
 MH0391  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 MH0391  DYNAMIC HT  -         298.459 (meters)     979.19  (feet)  COMP
 MH0391  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 MH0391
 MH0391  VERT ORDER  -  SECOND    CLASS 0
 MH0391
 MH0391.The horizontal coordinates were scaled from a topographic map and have
 MH0391.an estimated accuracy of +/- 6 seconds.
 MH0391
 MH0391.The orthometric height was determined by differential leveling
 MH0391.and adjusted by the National Geodetic Survey in June 1991..
 MH0391
 MH0391.The geoid height was determined by GEOID03.
 MH0391
 MH0391.The dynamic height is computed by dividing the NAVD 88
 MH0391.geopotential number by the normal gravity value computed on the
 MH0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0391.degrees latitude (g = 980.6199 gals.).
 MH0391
 MH0391.The modeled gravity was interpolated from observed gravity values.
 MH0391
 MH0391;                    North         East    Units  Estimated Accuracy
 MH0391;SPC IA S     -   198,910.      497,780.      MT  (+/- 180 meters Scaled)
 MH0391
 MH0391                          SUPERSEDED SURVEY CONTROL
 MH0391
 MH0391  NGVD 29 (??/??/92)  298.558  (m)          979.52   (f) ADJ UNCH    2 0
 MH0391
 MH0391.Superseded values are not recommended for survey control.
 MH0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0391.See file dsdata.txt to determine how the superseded data were derived.
 MH0391
 MH0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG562267(NAD 83)
 MH0391_MARKER: DB = BENCH MARK DISK
 MH0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0391_STAMPING: M 33 1934
 MH0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0391+STABILITY: SURFACE MOTION
 MH0391
 MH0391  HISTORY     - Date     Condition        Report By
 MH0391  HISTORY     - 1934     MONUMENTED       CGS
 MH0391
 MH0391                          STATION DESCRIPTION
 MH0391
 MH0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0391'AT ELKHART.
 MH0391'AT ELKHART, POLK COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0391'RAILWAY, 232 YARDS SOUTH OF THE STATION, AT THE CROSSING OF STATE
 MH0391'HIGHWAY 87, 45.3 FEET WEST OF THE WEST RAIL, 29 FEET SOUTH OF
 MH0391'THE CENTERLINE OF THE HIGHWAY, 6.2 FEET SOUTHEAST OF A FENCE
 MH0391'CORNER, AND 2 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED
 MH0391'M 33 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MH0391'ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0690 ***********************************************************************
 OO0690  DESIGNATION -  M 34
 OO0690  PID         -  OO0690
 OO0690  STATE/COUNTY-  IA/WINNEBAGO
 OO0690  USGS QUAD   -  LAKE MILLS (1972)
 OO0690
 OO0690                         *CURRENT SURVEY CONTROL
 OO0690  ___________________________________________________________________
 OO0690* NAD 83(1986)-  43 25 24.     (N)    093 32 05.     (W)     SCALED    
 OO0690* NAVD 88     -       387.019  (meters)    1269.74   (feet)  ADJUSTED  
 OO0690  ___________________________________________________________________
 OO0690  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 OO0690  DYNAMIC HT  -         386.907 (meters)    1269.38  (feet)  COMP
 OO0690  MODELED GRAV-     980,318.0   (mgal)                       NAVD 88
 OO0690
 OO0690  VERT ORDER  -  SECOND    CLASS 0
 OO0690
 OO0690.The horizontal coordinates were scaled from a topographic map and have
 OO0690.an estimated accuracy of +/- 6 seconds.
 OO0690
 OO0690.The orthometric height was determined by differential leveling
 OO0690.and adjusted by the National Geodetic Survey in June 1991..
 OO0690
 OO0690.The geoid height was determined by GEOID03.
 OO0690
 OO0690.The dynamic height is computed by dividing the NAVD 88
 OO0690.geopotential number by the normal gravity value computed on the
 OO0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0690.degrees latitude (g = 980.6199 gals.).
 OO0690
 OO0690.The modeled gravity was interpolated from observed gravity values.
 OO0690
 OO0690;                    North         East    Units  Estimated Accuracy
 OO0690;SPC IA N     - 1,213,650.    1,497,190.      MT  (+/- 180 meters Scaled)
 OO0690
 OO0690                          SUPERSEDED SURVEY CONTROL
 OO0690
 OO0690  NGVD 29 (??/??/92)  386.981  (m)         1269.62   (f) ADJ UNCH    2 0
 OO0690
 OO0690.Superseded values are not recommended for survey control.
 OO0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0690.See file dsdata.txt to determine how the superseded data were derived.
 OO0690
 OO0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ567079(NAD 83)
 OO0690_MARKER: DB = BENCH MARK DISK
 OO0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0690_STAMPING: M 34 1934
 OO0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0690+STABILITY: SURFACE MOTION
 OO0690
 OO0690  HISTORY     - Date     Condition        Report By
 OO0690  HISTORY     - 1934     MONUMENTED       CGS
 OO0690  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0690
 OO0690                          STATION DESCRIPTION
 OO0690
 OO0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0690'IN LAKE MILLS.
 OO0690'AT LAKE MILLS, WINNEBAGO COUNTY, ON THE MINNEAPOLIS AND ST. LOUIS
 OO0690'RAILWAY, 0.4 MILE WEST OF MILEPOST 138, 200 FEET WEST OF THE CENTER OF
 OO0690'A ROAD CROSSING, 35 FEET NORTH OF THE NORTH RAIL, AND 12 FEET
 OO0690'SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED M 34 1934 AND SET IN
 OO0690'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE--
 OO0690'THE MINNEAPOLIS AND ST. LOUIS RAILWAY HAS BEEN MERGED WITH THE CHICAGO
 OO0690'AND NORTHWESTERN RAILWAY ON NOVEMBER 1960.
 OO0690
 OO0690                          STATION RECOVERY (1972)
 OO0690
 OO0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0645 ***********************************************************************
 OO0645  DESIGNATION -  M 35
 OO0645  PID         -  OO0645
 OO0645  STATE/COUNTY-  IA/WORTH
 OO0645  USGS QUAD   -  MANLY (1972)
 OO0645
 OO0645                         *CURRENT SURVEY CONTROL
 OO0645  ___________________________________________________________________
 OO0645* NAD 83(1986)-  43 15 47.     (N)    093 12 10.     (W)     SCALED    
 OO0645* NAVD 88     -       356.077  (meters)    1168.23   (feet)  ADJUSTED  
 OO0645  ___________________________________________________________________
 OO0645  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 OO0645  DYNAMIC HT  -         356.012 (meters)    1168.02  (feet)  COMP
 OO0645  MODELED GRAV-     980,425.2   (mgal)                       NAVD 88
 OO0645
 OO0645  VERT ORDER  -  SECOND    CLASS 0
 OO0645
 OO0645.The horizontal coordinates were scaled from a topographic map and have
 OO0645.an estimated accuracy of +/- 6 seconds.
 OO0645
 OO0645.The orthometric height was determined by differential leveling
 OO0645.and adjusted by the National Geodetic Survey in June 1991..
 OO0645
 OO0645.The geoid height was determined by GEOID03.
 OO0645
 OO0645.The dynamic height is computed by dividing the NAVD 88
 OO0645.geopotential number by the normal gravity value computed on the
 OO0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0645.degrees latitude (g = 980.6199 gals.).
 OO0645
 OO0645.The modeled gravity was interpolated from observed gravity values.
 OO0645
 OO0645;                    North         East    Units  Estimated Accuracy
 OO0645;SPC IA N     - 1,195,880.    1,524,130.      MT  (+/- 180 meters Scaled)
 OO0645
 OO0645                          SUPERSEDED SURVEY CONTROL
 OO0645
 OO0645  NGVD 29 (??/??/92)  356.097  (m)         1168.29   (f) ADJ UNCH    2 0
 OO0645
 OO0645.Superseded values are not recommended for survey control.
 OO0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0645.See file dsdata.txt to determine how the superseded data were derived.
 OO0645
 OO0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH835900(NAD 83)
 OO0645_MARKER: DB = BENCH MARK DISK
 OO0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0645_STAMPING: M 35 1934
 OO0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0645+STABILITY: SURFACE MOTION
 OO0645
 OO0645  HISTORY     - Date     Condition        Report By
 OO0645  HISTORY     - 1934     MONUMENTED       CGS
 OO0645  HISTORY     - 1957     MARK NOT FOUND   USGS
 OO0645
 OO0645                          STATION DESCRIPTION
 OO0645
 OO0645'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 OO0645'1.6 MI S FROM MANLY.
 OO0645'1.6 MILES SOUTH ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0645'UNION STATION AT MANLY, WORTH COUNTY, 238 YARDS NORTH OF MILEPOST 51,
 OO0645'20.8 YARDS SOUTH OF COUNTY ROAD CROSSING, 45.3 FEET WEST OF THE WEST
 OO0645'RAIL OF THE MAIN TRACK, AND 1.5 FEET EAST OF THE RIGHT-OF-WAY FENCE. A
 OO0645'STANDARD DISK, STAMPED M 35 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0645'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0292 ***********************************************************************
 OO0292  DESIGNATION -  M 36
 OO0292  PID         -  OO0292
 OO0292  STATE/COUNTY-  IA/FLOYD
 OO0292  USGS QUAD   -  CHARLES CITY (1971)
 OO0292
 OO0292                         *CURRENT SURVEY CONTROL
 OO0292  ___________________________________________________________________
 OO0292* NAD 83(1986)-  43 04 29.     (N)    092 40 50.     (W)     SCALED    
 OO0292* NAVD 88     -       309.013  (meters)    1013.82   (feet)  ADJUSTED  
 OO0292  ___________________________________________________________________
 OO0292  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 OO0292  DYNAMIC HT  -         308.916 (meters)    1013.50  (feet)  COMP
 OO0292  MODELED GRAV-     980,299.2   (mgal)                       NAVD 88
 OO0292
 OO0292  VERT ORDER  -  SECOND    CLASS 0
 OO0292
 OO0292.The horizontal coordinates were scaled from a topographic map and have
 OO0292.an estimated accuracy of +/- 6 seconds.
 OO0292
 OO0292.The orthometric height was determined by differential leveling
 OO0292.and adjusted by the National Geodetic Survey in June 1991..
 OO0292
 OO0292.The geoid height was determined by GEOID03.
 OO0292
 OO0292.The dynamic height is computed by dividing the NAVD 88
 OO0292.geopotential number by the normal gravity value computed on the
 OO0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0292.degrees latitude (g = 980.6199 gals.).
 OO0292
 OO0292.The modeled gravity was interpolated from observed gravity values.
 OO0292
 OO0292;                    North         East    Units  Estimated Accuracy
 OO0292;SPC IA N     - 1,175,240.    1,566,730.      MT  (+/- 180 meters Scaled)
 OO0292
 OO0292                          SUPERSEDED SURVEY CONTROL
 OO0292
 OO0292  NGVD 29 (??/??/92)  309.003  (m)         1013.79   (f) ADJ UNCH    2 0
 OO0292
 OO0292.Superseded values are not recommended for survey control.
 OO0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0292.See file dsdata.txt to determine how the superseded data were derived.
 OO0292
 OO0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH260691(NAD 83)
 OO0292_MARKER: DB = BENCH MARK DISK
 OO0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0292_STAMPING: M 36 1934
 OO0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0292+STABILITY: SURFACE MOTION
 OO0292
 OO0292  HISTORY     - Date     Condition        Report By
 OO0292  HISTORY     - 1934     MONUMENTED       CGS
 OO0292  HISTORY     - 1961     GOOD             USGS
 OO0292  HISTORY     - 20040327 GOOD             JCLS
 OO0292
 OO0292                          STATION DESCRIPTION
 OO0292
 OO0292'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 OO0292'0.5 MI W FROM CHARLES CITY.
 OO0292'0.5 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0292'RAILROAD FROM THE STATION AT CHARLES CITY, FLOYD COUNTY, 23 FEET NORTH
 OO0292'OF THE NORTH RAIL OF THE MAIN TRACK, AND 33.5 FEET SOUTH OF THE
 OO0292'CENTERLINE OF A STREET RUNNING PARALLEL TO THE TRACK.  NEAR THE
 OO0292'SOUTHEAST CORNER OF HOWARD AND SHELBY STREETS, 58.5 FEET EAST OF THE
 OO0292'CENTERLINE OF HOWARD STREET (THE WEST EDGE OF THE ONLY SIDEWALK IS THE
 OO0292'STREET CENTERLINE).  11.6 FEET SOUTH OF POWER POLE NEAR THE SOUTHEAST
 OO0292'CORNER OF HOWARD AND SHELBY STREETS, 0.3 FEET BELOW GROUND LEVEL. A
 OO0292'STANDARD DISK, STAMPED M 36 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0292'PROJECTING 2 INCHES ABOVE GROUND.
 OO0292
 OO0292                          STATION RECOVERY (2004)
 OO0292
 OO0292'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OO0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0481 ***********************************************************************
 ON0481  DESIGNATION -  M 37
 ON0481  PID         -  ON0481
 ON0481  STATE/COUNTY-  IA/WINNESHIEK
 ON0481  USGS QUAD   -  FORT ATKINSON (1981)
 ON0481
 ON0481                         *CURRENT SURVEY CONTROL
 ON0481  ___________________________________________________________________
 ON0481* NAD 83(1986)-  43 09 13.     (N)    091 55 26.     (W)     SCALED    
 ON0481* NAVD 88     -       309.967  (meters)    1016.95   (feet)  ADJUSTED  
 ON0481  ___________________________________________________________________
 ON0481  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 ON0481  DYNAMIC HT  -         309.889 (meters)    1016.69  (feet)  COMP
 ON0481  MODELED GRAV-     980,360.1   (mgal)                       NAVD 88
 ON0481
 ON0481  VERT ORDER  -  SECOND    CLASS 0
 ON0481
 ON0481.The horizontal coordinates were scaled from a topographic map and have
 ON0481.an estimated accuracy of +/- 6 seconds.
 ON0481
 ON0481.The orthometric height was determined by differential leveling
 ON0481.and adjusted by the National Geodetic Survey in June 1991..
 ON0481
 ON0481.The geoid height was determined by GEOID03.
 ON0481
 ON0481.The dynamic height is computed by dividing the NAVD 88
 ON0481.geopotential number by the normal gravity value computed on the
 ON0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0481.degrees latitude (g = 980.6199 gals.).
 ON0481
 ON0481.The modeled gravity was interpolated from observed gravity values.
 ON0481
 ON0481;                    North         East    Units  Estimated Accuracy
 ON0481;SPC IA N     - 1,184,880.    1,628,190.      MT  (+/- 180 meters Scaled)
 ON0481
 ON0481                          SUPERSEDED SURVEY CONTROL
 ON0481
 ON0481  NGVD 29 (??/??/92)  309.988  (m)         1017.02   (f) ADJ UNCH    2 0
 ON0481
 ON0481.Superseded values are not recommended for survey control.
 ON0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0481.See file dsdata.txt to determine how the superseded data were derived.
 ON0481
 ON0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH874784(NAD 83)
 ON0481_MARKER: DB = BENCH MARK DISK
 ON0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0481_STAMPING: M 37 1934
 ON0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0481+STABILITY: SURFACE MOTION
 ON0481
 ON0481  HISTORY     - Date     Condition        Report By
 ON0481  HISTORY     - 1934     MONUMENTED       CGS
 ON0481  HISTORY     - 20000925 MARK NOT FOUND   AERSVC
 ON0481
 ON0481                          STATION DESCRIPTION
 ON0481
 ON0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0481'0.9 MI NE FROM FORT ATKINSON.
 ON0481'0.9 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0481'PACIFIC RAILROAD FROM THE STATION AT FORT ATKINSON, WINNESHIEK
 ON0481'COUNTY, 60 YARDS SOUTHWEST OF A CONCRETE CULVERT, 54 FEET WEST
 ON0481'OF A ROAD CROSSING, 46.5 FEET NORTHWEST OF THE NORTHWEST RAIL,
 ON0481'AND 1.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 ON0481'DISK, STAMPED M 37 1934 AND SET IN THE TOP OF A CONCRETE POST
 ON0481'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 ON0481
 ON0481                          STATION RECOVERY (2000)
 ON0481
 ON0481'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 ON0481'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0789 ***********************************************************************
 NK0789  DESIGNATION -  M 38 RESET
 NK0789  PID         -  NK0789
 NK0789  STATE/COUNTY-  IA/BREMER
 NK0789  USGS QUAD   -  FREDERICKSBURG (1971)
 NK0789
 NK0789                         *CURRENT SURVEY CONTROL
 NK0789  ___________________________________________________________________
 NK0789* NAD 83(1986)-  42 52 36.     (N)    092 07 35.     (W)     SCALED    
 NK0789* NAVD 88     -       343.62   (meters)    1127.4    (feet)  RESET     
 NK0789  ___________________________________________________________________
 NK0789  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 NK0789
 NK0789  VERT ORDER  -  THIRD
 NK0789
 NK0789.The horizontal coordinates were scaled from a topographic map and have
 NK0789.an estimated accuracy of +/- 6 seconds.
 NK0789
 NK0789.The orthometric height was computed from unverified reset data.
 NK0789
 NK0789.The geoid height was determined by GEOID03.
 NK0789
 NK0789;                    North         East    Units  Estimated Accuracy
 NK0789;SPC IA N     - 1,153,830.    1,612,220.      MT  (+/- 180 meters Scaled)
 NK0789
 NK0789                          SUPERSEDED SURVEY CONTROL
 NK0789
 NK0789  NGVD 29 (05/12/04)  343.63   (m)         1127.4    (f) RESET       3  
 NK0789
 NK0789.Superseded values are not recommended for survey control.
 NK0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0789.See file dsdata.txt to determine how the superseded data were derived.
 NK0789
 NK0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH713474(NAD 83)
 NK0789_MARKER: DB = BENCH MARK DISK
 NK0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0789_SP_SET: CONCRETE POST
 NK0789_STAMPING: M 38 RESET 1984
 NK0789_MARK LOGO: NGS   
 NK0789_PROJECTION: FLUSH
 NK0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0789+STABILITY: SURFACE MOTION
 NK0789
 NK0789  HISTORY     - Date     Condition        Report By
 NK0789  HISTORY     - 1984     MONUMENTED       NGS
 NK0789
 NK0789                          STATION DESCRIPTION
 NK0789
 NK0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NK0789'5.95 KM (3.7 MI) NW FROM SUMNER.
 NK0789'0.16 KM (0.1 MI) NORTH ALONG CARPENTER STREET FROM THE MUNICIPAL POWER
 NK0789'PLANT IN SUMNER,THENCE 2.09 KM (1.3 MI)LEFT AND WEST ALONG FIRST
 NK0789'STREET AND STATE HIGHWAY 93 TO A GRAVELED CROSSROADS, THENCE 3.22 KM
 NK0789'(2.0 MI) RIGHT AND NORTH ALONG THE GRAVELED ROAD TO A ROAD LEADING
 NK0789'RIGHT AND EAST AT A FARM BUILDINGS, THENCE 0.64 KM (0.4 MI) LEFT AND
 NK0789'WEST ALONG THE NORTH SIDE OF A FENCE, CROSSING A CULTIVATED FIELD, TO
 NK0789'A POWERLINE POLE NUMBERED 9 AND THE MARK, 33.0 M (10.1 FT) NORTH
 NK0789'FROM THE FENCE, 0.40 M (1.3 FT) NORTHEAST OF THE POLE.
 NK0789'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0173 ***********************************************************************
 NK0173  DESIGNATION -  M 39
 NK0173  PID         -  NK0173
 NK0173  STATE/COUNTY-  IA/BREMER
 NK0173  USGS QUAD   -  PLAINFIELD (1971)
 NK0173
 NK0173                         *CURRENT SURVEY CONTROL
 NK0173  ___________________________________________________________________
 NK0173* NAD 83(1986)-  42 48 54.     (N)    092 31 45.     (W)     SCALED    
 NK0173* NAVD 88     -       294.028  (meters)     964.66   (feet)  ADJUSTED  
 NK0173  ___________________________________________________________________
 NK0173  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 NK0173  DYNAMIC HT  -         293.932 (meters)     964.34  (feet)  COMP
 NK0173  MODELED GRAV-     980,287.2   (mgal)                       NAVD 88
 NK0173
 NK0173  VERT ORDER  -  SECOND    CLASS 0
 NK0173
 NK0173.The horizontal coordinates were scaled from a topographic map and have
 NK0173.an estimated accuracy of +/- 6 seconds.
 NK0173
 NK0173.The orthometric height was determined by differential leveling
 NK0173.and adjusted by the National Geodetic Survey in June 1991..
 NK0173
 NK0173.The geoid height was determined by GEOID03.
 NK0173
 NK0173.The dynamic height is computed by dividing the NAVD 88
 NK0173.geopotential number by the normal gravity value computed on the
 NK0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0173.degrees latitude (g = 980.6199 gals.).
 NK0173
 NK0173.The modeled gravity was interpolated from observed gravity values.
 NK0173
 NK0173;                    North         East    Units  Estimated Accuracy
 NK0173;SPC IA N     - 1,146,520.    1,579,390.      MT  (+/- 180 meters Scaled)
 NK0173
 NK0173                          SUPERSEDED SURVEY CONTROL
 NK0173
 NK0173  NGVD 29 (??/??/92)  294.022  (m)          964.64   (f) ADJ UNCH    2 0
 NK0173
 NK0173.Superseded values are not recommended for survey control.
 NK0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0173.See file dsdata.txt to determine how the superseded data were derived.
 NK0173
 NK0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH384403(NAD 83)
 NK0173_MARKER: DB = BENCH MARK DISK
 NK0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0173_STAMPING: M 39 1934
 NK0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0173+STABILITY: SURFACE MOTION
 NK0173
 NK0173  HISTORY     - Date     Condition        Report By
 NK0173  HISTORY     - 1934     MONUMENTED       CGS
 NK0173  HISTORY     - 1971     MARK NOT FOUND   USGS
 NK0173
 NK0173                          STATION DESCRIPTION
 NK0173
 NK0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0173'6.8 MI N FROM WAVERLY.
 NK0173'6.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NK0173'STATION AT WAVERLY, BREMER COUNTY, 46 FEET EAST OF THE EAST
 NK0173'RAIL, AND 1.3 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NK0173'DISK, STAMPED M 39 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0173'PROJECTING 6 INCHES ABOVE GROUND.
 NK0173
 NK0173                          STATION RECOVERY (1971)
 NK0173
 NK0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NK0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0369 ***********************************************************************
 MH0369  DESIGNATION -  M 4
 MH0369  PID         -  MH0369
 MH0369  STATE/COUNTY-  IA/POLK
 MH0369  USGS QUAD   -  DES MOINES SE (1976)
 MH0369
 MH0369                         *CURRENT SURVEY CONTROL
 MH0369  ___________________________________________________________________
 MH0369* NAD 83(1986)-  41 35 24.     (N)    093 34 53.     (W)     SCALED    
 MH0369* NAVD 88     -       244.455  (meters)     802.02   (feet)  ADJUSTED  
 MH0369  ___________________________________________________________________
 MH0369  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 MH0369  DYNAMIC HT  -         244.350 (meters)     801.67  (feet)  COMP
 MH0369  MODELED GRAV-     980,188.2   (mgal)                       NAVD 88
 MH0369
 MH0369  VERT ORDER  -  FIRST     CLASS II
 MH0369
 MH0369.The horizontal coordinates were scaled from a topographic map and have
 MH0369.an estimated accuracy of +/- 6 seconds.
 MH0369
 MH0369.The orthometric height was determined by differential leveling
 MH0369.and adjusted by the National Geodetic Survey in June 1991..
 MH0369
 MH0369.The geoid height was determined by GEOID03.
 MH0369
 MH0369.The dynamic height is computed by dividing the NAVD 88
 MH0369.geopotential number by the normal gravity value computed on the
 MH0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0369.degrees latitude (g = 980.6199 gals.).
 MH0369
 MH0369.The modeled gravity was interpolated from observed gravity values.
 MH0369
 MH0369;                    North         East    Units  Estimated Accuracy
 MH0369;SPC IA S     -   176,570.      493,210.      MT  (+/- 180 meters Scaled)
 MH0369
 MH0369                          SUPERSEDED SURVEY CONTROL
 MH0369
 MH0369  NGVD 29 (??/??/92)  244.430  (m)          801.93   (f) ADJ UNCH    1 2
 MH0369
 MH0369.Superseded values are not recommended for survey control.
 MH0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0369.See file dsdata.txt to determine how the superseded data were derived.
 MH0369
 MH0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG515044(NAD 83)
 MH0369_MARKER: DB = BENCH MARK DISK
 MH0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0369_SP_SET: FOUNDATION
 MH0369_STAMPING: 801.934 M 4 1930
 MH0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0369
 MH0369  HISTORY     - Date     Condition        Report By
 MH0369  HISTORY     - 1930     MONUMENTED       CGS
 MH0369  HISTORY     - 1934     GOOD             NGS
 MH0369
 MH0369                          STATION DESCRIPTION
 MH0369
 MH0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0369'2 MI E FROM DES MOINES.
 MH0369'2.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MH0369'FROM THE RIVER AT DES MOINES, POLK COUNTY, AT THE RAILROAD
 MH0369'JUNCTION, IN THE EAST FOUNDATION OF THE SWITCH-CONTROL HOUSE
 MH0369'NORTH OF THE TRACK, AND NEAR THE MANHOLE.  A STANDARD DISK,
 MH0369'STAMPED 801.934 M 4 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0273 ***********************************************************************
 OO0273  DESIGNATION -  M 40
 OO0273  PID         -  OO0273
 OO0273  STATE/COUNTY-  IA/MITCHELL
 OO0273  USGS QUAD   -  OSAGE (1972)
 OO0273
 OO0273                         *CURRENT SURVEY CONTROL
 OO0273  ___________________________________________________________________
 OO0273* NAD 83(1986)-  43 18 53.     (N)    092 51 19.     (W)     SCALED    
 OO0273* NAVD 88     -       365.993  (meters)    1200.76   (feet)  ADJUSTED  
 OO0273  ___________________________________________________________________
 OO0273  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 OO0273  DYNAMIC HT  -         365.894 (meters)    1200.44  (feet)  COMP
 OO0273  MODELED GRAV-     980,338.9   (mgal)                       NAVD 88
 OO0273
 OO0273  VERT ORDER  -  SECOND    CLASS 0
 OO0273
 OO0273.The horizontal coordinates were scaled from a topographic map and have
 OO0273.an estimated accuracy of +/- 6 seconds.
 OO0273
 OO0273.The orthometric height was determined by differential leveling
 OO0273.and adjusted by the National Geodetic Survey in June 1991..
 OO0273
 OO0273.The geoid height was determined by GEOID03.
 OO0273
 OO0273.The dynamic height is computed by dividing the NAVD 88
 OO0273.geopotential number by the normal gravity value computed on the
 OO0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0273.degrees latitude (g = 980.6199 gals.).
 OO0273
 OO0273.The modeled gravity was interpolated from observed gravity values.
 OO0273
 OO0273;                    North         East    Units  Estimated Accuracy
 OO0273;SPC IA N     - 1,201,780.    1,552,300.      MT  (+/- 180 meters Scaled)
 OO0273
 OO0273                          SUPERSEDED SURVEY CONTROL
 OO0273
 OO0273  NGVD 29 (??/??/92)  365.979  (m)         1200.72   (f) ADJ UNCH    2 0
 OO0273
 OO0273.Superseded values are not recommended for survey control.
 OO0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0273.See file dsdata.txt to determine how the superseded data were derived.
 OO0273
 OO0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH117957(NAD 83)
 OO0273_MARKER: DB = BENCH MARK DISK
 OO0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0273_STAMPING: M 40 1934
 OO0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0273+STABILITY: SURFACE MOTION
 OO0273
 OO0273  HISTORY     - Date     Condition        Report By
 OO0273  HISTORY     - 1934     MONUMENTED       CGS
 OO0273
 OO0273                          STATION DESCRIPTION
 OO0273
 OO0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0273'0.8 MI SE FROM MITCHELL.
 OO0273'0.8 MILE SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 OO0273'STATION AT MITCHELL, MITCHELL COUNTY, 0.5 MILE SOUTHEAST OF MILEPOST
 OO0273'CF 62, 220 YARDS NORTHWEST OF WOODEN TRESTLE 61-4, 79 FEET EAST OF THE
 OO0273'CENTERLINE OF A SECTION ROAD, 46.5 FEET SOUTHWEST OF THE SOUTHWEST
 OO0273'RAIL OF THE MAIN TRACK, AND 53 FEET SOUTHEAST OF A FENCE CORNER. A
 OO0273'STANDARD DISK, STAMPED M 40 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0273'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0236 ***********************************************************************
 OO0236  DESIGNATION -  M 41
 OO0236  PID         -  OO0236
 OO0236  STATE/COUNTY-  IA/HOWARD
 OO0236  USGS QUAD   -  LIME SPRINGS (1981)
 OO0236
 OO0236                         *CURRENT SURVEY CONTROL
 OO0236  ___________________________________________________________________
 OO0236* NAD 83(1986)-  43 29 24.     (N)    092 21 58.     (W)     SCALED    
 OO0236* NAVD 88     -       373.447  (meters)    1225.22   (feet)  ADJUSTED  
 OO0236  ___________________________________________________________________
 OO0236  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 OO0236  DYNAMIC HT  -         373.353 (meters)    1224.91  (feet)  COMP
 OO0236  MODELED GRAV-     980,356.3   (mgal)                       NAVD 88
 OO0236
 OO0236  VERT ORDER  -  SECOND    CLASS 0
 OO0236
 OO0236.The horizontal coordinates were scaled from a topographic map and have
 OO0236.an estimated accuracy of +/- 6 seconds.
 OO0236
 OO0236.The orthometric height was determined by differential leveling
 OO0236.and adjusted by the National Geodetic Survey in June 1991..
 OO0236
 OO0236.The geoid height was determined by GEOID03.
 OO0236
 OO0236.The dynamic height is computed by dividing the NAVD 88
 OO0236.geopotential number by the normal gravity value computed on the
 OO0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0236.degrees latitude (g = 980.6199 gals.).
 OO0236
 OO0236.The modeled gravity was interpolated from observed gravity values.
 OO0236
 OO0236;                    North         East    Units  Estimated Accuracy
 OO0236;SPC IA N     - 1,221,670.    1,591,720.      MT  (+/- 180 meters Scaled)
 OO0236
 OO0236                          SUPERSEDED SURVEY CONTROL
 OO0236
 OO0236  NGVD 29 (??/??/92)  373.439  (m)         1225.19   (f) ADJ UNCH    2 0
 OO0236
 OO0236.Superseded values are not recommended for survey control.
 OO0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0236.See file dsdata.txt to determine how the superseded data were derived.
 OO0236
 OO0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ512154(NAD 83)
 OO0236_MARKER: DB = BENCH MARK DISK
 OO0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0236_STAMPING: M 41 1934
 OO0236_MARK LOGO: CGS   
 OO0236_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0236+STABILITY: SURFACE MOTION
 OO0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0236+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1991
 OO0236
 OO0236  HISTORY     - Date     Condition        Report By
 OO0236  HISTORY     - 1934     MONUMENTED       CGS
 OO0236  HISTORY     - 19910729 GOOD             MNDT
 OO0236
 OO0236                          STATION DESCRIPTION
 OO0236
 OO0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0236'0.2 MI W FROM CHESTER.
 OO0236'0.2 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0236'RAILROAD FROM THE STATION AT CHESTER, HOWARD COUNTY, 78 FEET WEST OF
 OO0236'THE CENTER OF A SECTION-ROAD CROSSING, 46.4 FEET SOUTH OF THE SOUTH
 OO0236'RAIL OF THE MAIN TRACK, 33 FEET WEST OF A CORNER POST OF THE
 OO0236'RIGHT-OF-WAY FENCE, AND 2.5 FEET NORTH OF THE FENCE.  A STANDARD DISK,
 OO0236'STAMPED M 41 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 OO0236'INCHES ABOVE GROUND.
 OO0236
 OO0236                          STATION RECOVERY (1991)
 OO0236
 OO0236'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO0236'THE MARK IS LOCATED 0.2 MILE (0.3 KM) WEST OF CHESTER (IOWA), IN THE
 OO0236'NE 1/4 OF SECTION 10, T100N, R13W.  THE MARK IS 81.5 FT (24.8 M) WEST
 OO0236'OF AND 0.5 FT (15.2 CM) LOWER THAN CENTERLINE OF ROAD NUMBER V 26,
 OO0236'48.5 FT (14.8 M) SOUTH OF THE CENTER OF AN ABANDONED RAILROAD BED,
 OO0236'121.5 FT (37.0 M) WSW OF A POWER POLE WITH A TELEPHONE PEDESTAL, 18.5
 OO0236'FT (5.6 M) NORTH OF THE EXTENDED CENTER OF A FIELD ENTRANCE, 2.5 FT
 OO0236'(0.8 M) NORTH OF A FENCE LINE, 2.0 NORTH OF A STEEL WITNESS POST AND
 OO0236'ABOUT 0.5 FT (15.2 CM) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0463 ***********************************************************************
 ON0463  DESIGNATION -  M 42
 ON0463  PID         -  ON0463
 ON0463  STATE/COUNTY-  IA/WINNESHIEK
 ON0463  USGS QUAD   -  DECORAH (1981)
 ON0463
 ON0463                         *CURRENT SURVEY CONTROL
 ON0463  ___________________________________________________________________
 ON0463* NAD 83(1986)-  43 16 06.     (N)    091 50 30.     (W)     SCALED    
 ON0463* NAVD 88     -       303.722  (meters)     996.46   (feet)  ADJUSTED  
 ON0463  ___________________________________________________________________
 ON0463  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ON0463  DYNAMIC HT  -         303.657 (meters)     996.25  (feet)  COMP
 ON0463  MODELED GRAV-     980,396.0   (mgal)                       NAVD 88
 ON0463
 ON0463  VERT ORDER  -  SECOND    CLASS 0
 ON0463
 ON0463.The horizontal coordinates were scaled from a topographic map and have
 ON0463.an estimated accuracy of +/- 6 seconds.
 ON0463
 ON0463.The orthometric height was determined by differential leveling
 ON0463.and adjusted by the National Geodetic Survey in June 1991..
 ON0463
 ON0463.The geoid height was determined by GEOID03.
 ON0463
 ON0463.The dynamic height is computed by dividing the NAVD 88
 ON0463.geopotential number by the normal gravity value computed on the
 ON0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0463.degrees latitude (g = 980.6199 gals.).
 ON0463
 ON0463.The modeled gravity was interpolated from observed gravity values.
 ON0463
 ON0463;                    North         East    Units  Estimated Accuracy
 ON0463;SPC IA N     - 1,197,750.    1,634,620.      MT  (+/- 180 meters Scaled)
 ON0463
 ON0463                          SUPERSEDED SURVEY CONTROL
 ON0463
 ON0463  NGVD 29 (??/??/92)  303.747  (m)          996.54   (f) ADJ UNCH    2 0
 ON0463
 ON0463.Superseded values are not recommended for survey control.
 ON0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0463.See file dsdata.txt to determine how the superseded data were derived.
 ON0463
 ON0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH940912(NAD 83)
 ON0463_MARKER: DB = BENCH MARK DISK
 ON0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0463_STAMPING: M 42 1934
 ON0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0463+STABILITY: SURFACE MOTION
 ON0463
 ON0463  HISTORY     - Date     Condition        Report By
 ON0463  HISTORY     - 1934     MONUMENTED       CGS
 ON0463
 ON0463                          STATION DESCRIPTION
 ON0463
 ON0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0463'4 MI SW FROM DECORAH.
 ON0463'4 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0463'PACIFIC RAILROAD FROM THE STATION AT DECORAH, WINNESHIEK COUNTY,
 ON0463'158 YARDS SOUTHWEST OF THE SOUTH END OF BRIDGE S 644, AT HAUGENDALE
 ON0463'COUNTY HOME, 60 YARDS NORTH OF THE FRONT WALL FROM THE BACK OF
 ON0463'THE COUNTY HOME ENTRANCE, 47.5 FEET WEST OF THE WEST RAIL, AND
 ON0463'1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 ON0463'M 42 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ON0463'ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0063 ***********************************************************************
 MH0063  DESIGNATION -  M 6
 MH0063  PID         -  MH0063
 MH0063  STATE/COUNTY-  IA/KEOKUK
 MH0063  USGS QUAD   -  OLLIE (1980)
 MH0063
 MH0063                         *CURRENT SURVEY CONTROL
 MH0063  ___________________________________________________________________
 MH0063* NAD 83(1986)-  41 10 15.     (N)    092 04 35.     (W)     SCALED    
 MH0063* NAVD 88     -       234.362  (meters)     768.90   (feet)  ADJUSTED  
 MH0063  ___________________________________________________________________
 MH0063  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MH0063  DYNAMIC HT  -         234.260 (meters)     768.57  (feet)  COMP
 MH0063  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 MH0063
 MH0063  VERT ORDER  -  FIRST     CLASS II
 MH0063
 MH0063.The horizontal coordinates were scaled from a topographic map and have
 MH0063.an estimated accuracy of +/- 6 seconds.
 MH0063
 MH0063.The orthometric height was determined by differential leveling
 MH0063.and adjusted by the National Geodetic Survey in June 1991..
 MH0063
 MH0063.The geoid height was determined by GEOID03.
 MH0063
 MH0063.The dynamic height is computed by dividing the NAVD 88
 MH0063.geopotential number by the normal gravity value computed on the
 MH0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0063.degrees latitude (g = 980.6199 gals.).
 MH0063
 MH0063.The modeled gravity was interpolated from observed gravity values.
 MH0063
 MH0063;                    North         East    Units  Estimated Accuracy
 MH0063;SPC IA S     -   131,000.      619,460.      MT  (+/- 180 meters Scaled)
 MH0063
 MH0063                          SUPERSEDED SURVEY CONTROL
 MH0063
 MH0063  NGVD 29 (??/??/92)  234.371  (m)          768.93   (f) ADJ UNCH    1 2
 MH0063
 MH0063.Superseded values are not recommended for survey control.
 MH0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0063.See file dsdata.txt to determine how the superseded data were derived.
 MH0063
 MH0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF774581(NAD 83)
 MH0063_MARKER: DB = BENCH MARK DISK
 MH0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0063_STAMPING: 768.932 M 6 1930
 MH0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0063+STABILITY: SURFACE MOTION
 MH0063
 MH0063  HISTORY     - Date     Condition        Report By
 MH0063  HISTORY     - 1930     MONUMENTED       CGS
 MH0063  HISTORY     - 1941     GOOD             NGS
 MH0063  HISTORY     - 1976     MARK NOT FOUND   USGS
 MH0063
 MH0063                          STATION DESCRIPTION
 MH0063
 MH0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MH0063'3 MI NE FROM LINBY.
 MH0063'IN KEOKUK COUNTY, 3.0 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE,
 MH0063'AND ST. PAUL AND PACIFIC RAILROAD FROM LINBY, AT AN EAST-AND-WEST
 MH0063'ROAD CROSSING, AT AN S-CURVE, 102 FEET SOUTHWEST OF A POLE, 28
 MH0063'FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND 4 FEET
 MH0063'NORTHEAST OF A CROSSING SIGN.  A STANDARD DISK, STAMPED 768.932
 MH0063'M 6 1930 AND SET IN THE TOP OF A CONCRETE POST.
 MH0063
 MH0063                          STATION RECOVERY (1976)
 MH0063
 MH0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MH0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0177 ***********************************************************************
 LE0177  DESIGNATION -  M 7
 LE0177  PID         -  LE0177
 LE0177  STATE/COUNTY-  IA/DAVIS
 LE0177  USGS QUAD   -  WEST GROVE (1979)
 LE0177
 LE0177                         *CURRENT SURVEY CONTROL
 LE0177  ___________________________________________________________________
 LE0177* NAD 83(1986)-  40 44 09.     (N)    092 30 19.     (W)     SCALED    
 LE0177* NAVD 88     -       275.486  (meters)     903.82   (feet)  ADJUSTED  
 LE0177  ___________________________________________________________________
 LE0177  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 LE0177  DYNAMIC HT  -         275.351 (meters)     903.38  (feet)  COMP
 LE0177  MODELED GRAV-     980,126.7   (mgal)                       NAVD 88
 LE0177
 LE0177  VERT ORDER  -  FIRST     CLASS II
 LE0177
 LE0177.The horizontal coordinates were scaled from a topographic map and have
 LE0177.an estimated accuracy of +/- 6 seconds.
 LE0177
 LE0177.The orthometric height was determined by differential leveling
 LE0177.and adjusted by the National Geodetic Survey in June 1991..
 LE0177
 LE0177.The geoid height was determined by GEOID03.
 LE0177
 LE0177.The dynamic height is computed by dividing the NAVD 88
 LE0177.geopotential number by the normal gravity value computed on the
 LE0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0177.degrees latitude (g = 980.6199 gals.).
 LE0177
 LE0177.The modeled gravity was interpolated from observed gravity values.
 LE0177
 LE0177;                    North         East    Units  Estimated Accuracy
 LE0177;SPC IA S     -    82,190.      584,020.      MT  (+/- 180 meters Scaled)
 LE0177
 LE0177                          SUPERSEDED SURVEY CONTROL
 LE0177
 LE0177  NGVD 29 (??/??/92)  275.471  (m)          903.77   (f) ADJ UNCH    1 2
 LE0177
 LE0177.Superseded values are not recommended for survey control.
 LE0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0177.See file dsdata.txt to determine how the superseded data were derived.
 LE0177
 LE0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF417095(NAD 83)
 LE0177_MARKER: DB = BENCH MARK DISK
 LE0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0177_STAMPING: 903.702 M 7 1930
 LE0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0177+STABILITY: SURFACE MOTION
 LE0177
 LE0177  HISTORY     - Date     Condition        Report By
 LE0177  HISTORY     - 1930     MONUMENTED       CGS
 LE0177  HISTORY     - 1955     GOOD             NGS
 LE0177
 LE0177                          STATION DESCRIPTION
 LE0177
 LE0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LE0177'3 MI E FROM WEST GROVE.
 LE0177'3.0 MILES EAST ALONG THE WABASH RAILWAY FROM THE WEST GROVE,
 LE0177'DAVIS COUNTY, 1/2 MILE WEST OF MILEPOST 25, AT THE JUNCTION OF
 LE0177'U.S. HIGHWAY 63 AND STATE HIGHWAY 3, 89 FEET NORTHWEST OF THE
 LE0177'CENTERLINE OF U.S. HIGHWAY 63 AT STATION 3571, 32 FEET SOUTH
 LE0177'OF THE CENTERLINE OF THE TRACK, 37 FEET SOUTH AND 63 FEET WEST
 LE0177'OF HIGHWAY 63 AT RAILROAD CROSSING AND 6 INCHES UNDER GROUND.
 LE0177'A STANDARD DISK, STAMPED 903.702 M 7 1930 AND SET IN THE TOP
 LE0177'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0178 ***********************************************************************
 LE0178  DESIGNATION -  M 7 RESET
 LE0178  PID         -  LE0178
 LE0178  STATE/COUNTY-  IA/DAVIS
 LE0178  USGS QUAD   -  WEST GROVE (1979)
 LE0178
 LE0178                         *CURRENT SURVEY CONTROL
 LE0178  ___________________________________________________________________
 LE0178* NAD 83(1986)-  40 44 09.     (N)    092 30 19.     (W)     SCALED    
 LE0178* NAVD 88     -       274.99   (meters)     902.2    (feet)  RESET     
 LE0178  ___________________________________________________________________
 LE0178  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 LE0178
 LE0178  VERT ORDER  -  THIRD
 LE0178
 LE0178.The horizontal coordinates were scaled from a topographic map and have
 LE0178.an estimated accuracy of +/- 6 seconds.
 LE0178
 LE0178.The orthometric height was computed from unverified reset data.
 LE0178
 LE0178.The geoid height was determined by GEOID03.
 LE0178
 LE0178;                    North         East    Units  Estimated Accuracy
 LE0178;SPC IA S     -    82,190.      584,020.      MT  (+/- 180 meters Scaled)
 LE0178
 LE0178                          SUPERSEDED SURVEY CONTROL
 LE0178
 LE0178.No superseded survey control is available for this station.
 LE0178
 LE0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF417095(NAD 83)
 LE0178_MARKER: DB = BENCH MARK DISK
 LE0178_SETTING: 0 = UNSPECIFIED SETTING
 LE0178_STAMPING: M 7 RESET 1973
 LE0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0178
 LE0178  HISTORY     - Date     Condition        Report By
 LE0178  HISTORY     - 1973     MONUMENTED       IAHD
 LE0178  HISTORY     - 1974     GOOD             NGS
 LE0178
 LE0178                          STATION DESCRIPTION
 LE0178
 LE0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LE0178'3 MI E FROM WEST GROVE.
 LE0178'3.0 MILES EAST ALONG WABASH RAILWAY FROM WEST GROVE, DAVIS
 LE0178'COUNTY, AT THE JUNCTION OF U.S. HIGHWAY 63, STATION 536+70.9
 LE0178'AND 48.0 FEET SOUTH OF THE CENTERLINE OF THE TRACK AND IN THE
 LE0178'S.E. QUADRANT OF U.S. HIGHWAY 63 AND THE WABASH RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0334 ***********************************************************************
 MG0334  DESIGNATION -  M 70
 MG0334  PID         -  MG0334
 MG0334  STATE/COUNTY-  IA/SCOTT
 MG0334  USGS QUAD   -  DONAHUE (1991)
 MG0334
 MG0334                         *CURRENT SURVEY CONTROL
 MG0334  ___________________________________________________________________
 MG0334* NAD 83(1986)-  41 42 57.     (N)    090 43 06.     (W)     SCALED    
 MG0334* NAVD 88     -       201.117  (meters)     659.83   (feet)  ADJUSTED  
 MG0334  ___________________________________________________________________
 MG0334  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 MG0334  DYNAMIC HT  -         201.042 (meters)     659.59  (feet)  COMP
 MG0334  MODELED GRAV-     980,248.5   (mgal)                       NAVD 88
 MG0334
 MG0334  VERT ORDER  -  SECOND    CLASS 0
 MG0334
 MG0334.The horizontal coordinates were scaled from a topographic map and have
 MG0334.an estimated accuracy of +/- 6 seconds.
 MG0334
 MG0334.The orthometric height was determined by differential leveling
 MG0334.and adjusted by the National Geodetic Survey in June 1991..
 MG0334
 MG0334.The geoid height was determined by GEOID03.
 MG0334
 MG0334.The dynamic height is computed by dividing the NAVD 88
 MG0334.geopotential number by the normal gravity value computed on the
 MG0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0334.degrees latitude (g = 980.6199 gals.).
 MG0334
 MG0334.The modeled gravity was interpolated from observed gravity values.
 MG0334
 MG0334;                    North         East    Units  Estimated Accuracy
 MG0334;SPC IA S     -   194,250.      731,440.      MT  (+/- 180 meters Scaled)
 MG0334
 MG0334                          SUPERSEDED SURVEY CONTROL
 MG0334
 MG0334  NGVD 29 (??/??/92)  201.164  (m)          659.99   (f) ADJ UNCH    2 0
 MG0334
 MG0334.Superseded values are not recommended for survey control.
 MG0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0334.See file dsdata.txt to determine how the superseded data were derived.
 MG0334
 MG0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG898207(NAD 83)
 MG0334_MARKER: DB = BENCH MARK DISK
 MG0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0334_STAMPING: M 70 1934
 MG0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0334+STABILITY: SURFACE MOTION
 MG0334
 MG0334  HISTORY     - Date     Condition        Report By
 MG0334  HISTORY     - 1934     MONUMENTED       CGS
 MG0334  HISTORY     - 19880128 MARK NOT FOUND   USPSQD
 MG0334  HISTORY     - 19961118 MARK NOT FOUND   USPSQD
 MG0334
 MG0334                          STATION DESCRIPTION
 MG0334
 MG0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0334'2.8 MI NW FROM DONAHUE.
 MG0334'2.8 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0334'AND PACIFIC RAILROAD FROM THE STATION AT DONAHUE, SCOTT COUNTY,
 MG0334'2 POLES NORTHWEST OF MILEPOST 18, AT A PRIVATE-ROAD CROSSING,
 MG0334'15 FEET NORTH OF THE CENTERLINE OF THE TRACK, 10 FEET NORTHWEST
 MG0334'OF THE ROAD, 4 FEET NORTH OF A PLANK BRIDGE, AND ABOUT ONE
 MG0334'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 70 1934
 MG0334'AND SET IN THE TOP OF A CONCRETE POST.
 MG0334
 MG0334                          STATION RECOVERY (1988)
 MG0334
 MG0334'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0334'MARK NOT FOUND.
 MG0334
 MG0334                          STATION RECOVERY (1996)
 MG0334
 MG0334'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0512 ***********************************************************************
 NJ0512  DESIGNATION -  M 71
 NJ0512  PID         -  NJ0512
 NJ0512  STATE/COUNTY-  IA/JONES
 NJ0512  USGS QUAD   -  WYOMING WEST (1980)
 NJ0512
 NJ0512                         *CURRENT SURVEY CONTROL
 NJ0512  ___________________________________________________________________
 NJ0512* NAD 83(1986)-  42 06 59.     (N)    091 05 10.     (W)     SCALED    
 NJ0512* NAVD 88     -       277.321  (meters)     909.84   (feet)  ADJUSTED  
 NJ0512  ___________________________________________________________________
 NJ0512  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 NJ0512  DYNAMIC HT  -         277.219 (meters)     909.51  (feet)  COMP
 NJ0512  MODELED GRAV-     980,247.6   (mgal)                       NAVD 88
 NJ0512
 NJ0512  VERT ORDER  -  SECOND    CLASS 0
 NJ0512
 NJ0512.The horizontal coordinates were scaled from a topographic map and have
 NJ0512.an estimated accuracy of +/- 6 seconds.
 NJ0512
 NJ0512.The orthometric height was determined by differential leveling
 NJ0512.and adjusted by the National Geodetic Survey in June 1991..
 NJ0512
 NJ0512.The geoid height was determined by GEOID03.
 NJ0512
 NJ0512.The dynamic height is computed by dividing the NAVD 88
 NJ0512.geopotential number by the normal gravity value computed on the
 NJ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0512.degrees latitude (g = 980.6199 gals.).
 NJ0512
 NJ0512.The modeled gravity was interpolated from observed gravity values.
 NJ0512
 NJ0512;                    North         East    Units  Estimated Accuracy
 NJ0512;SPC IA N     - 1,071,320.    1,699,600.      MT  (+/- 180 meters Scaled)
 NJ0512
 NJ0512                          SUPERSEDED SURVEY CONTROL
 NJ0512
 NJ0512  NGVD 29 (??/??/92)  277.343  (m)          909.92   (f) ADJ UNCH    2 0
 NJ0512
 NJ0512.Superseded values are not recommended for survey control.
 NJ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0512.See file dsdata.txt to determine how the superseded data were derived.
 NJ0512
 NJ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG582644(NAD 83)
 NJ0512_MARKER: DB = BENCH MARK DISK
 NJ0512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0512_SP_SET: BUILDING
 NJ0512_STAMPING: M 71 1934
 NJ0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0512
 NJ0512  HISTORY     - Date     Condition        Report By
 NJ0512  HISTORY     - 1934     MONUMENTED       CGS
 NJ0512  HISTORY     - 19960830 MARK NOT FOUND   USPSQD
 NJ0512  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0512  HISTORY     - 20050320 MARK NOT FOUND   GEOCAC
 NJ0512
 NJ0512                          STATION DESCRIPTION
 NJ0512
 NJ0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0512'AT CENTER JUNCTION.
 NJ0512'AT CENTER JUNCTION, JONES COUNTY, IN THE FRONT BRICK WALL OF A
 NJ0512'SCHOOL, 6 FEET EAST OF THE CENTERLINE OF THE SOUTH ENTRANCE, 2
 NJ0512'BRICKS BELOW A LIGHT, AND 4.5 FEET ABOVE THE SIDEWALK.  A
 NJ0512'STANDARD DISK, STAMPED M 71 1934 AND SET VERTICALLY.
 NJ0512
 NJ0512                          STATION RECOVERY (1996)
 NJ0512
 NJ0512'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0512'MARK NOT FOUND.
 NJ0512
 NJ0512                          STATION RECOVERY (1998)
 NJ0512
 NJ0512'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0512'MARK NOT FOUND.
 NJ0512
 NJ0512                          STATION RECOVERY (2005)
 NJ0512
 NJ0512'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0512'ACCORDING TO LOCAL RESIDENTS, THE SCHOOL WAS DEMOLISHED ABOUT 25 YEARS
 NJ0512'AGO.  A LOCAL RESIDENT WHO ATTENDED SCHOOL AT CENTER JUNCTION
 NJ0512'REMEMBERS THE DISK.
 NJ0512' 
 NJ0512'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0345 ***********************************************************************
 NJ0345  DESIGNATION -  M 72
 NJ0345  PID         -  NJ0345
 NJ0345  STATE/COUNTY-  IA/DUBUQUE
 NJ0345  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0345
 NJ0345                         *CURRENT SURVEY CONTROL
 NJ0345  ___________________________________________________________________
 NJ0345* NAD 83(1986)-  42 31 46.     (N)    090 40 46.     (W)     SCALED    
 NJ0345* NAVD 88     -       192.436  (meters)     631.35   (feet)  ADJUSTED  
 NJ0345  ___________________________________________________________________
 NJ0345  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 NJ0345  DYNAMIC HT  -         192.378 (meters)     631.16  (feet)  COMP
 NJ0345  MODELED GRAV-     980,316.2   (mgal)                       NAVD 88
 NJ0345
 NJ0345  VERT ORDER  -  FIRST     CLASS I
 NJ0345
 NJ0345.The horizontal coordinates were scaled from a topographic map and have
 NJ0345.an estimated accuracy of +/- 6 seconds.
 NJ0345
 NJ0345.The orthometric height was determined by differential leveling
 NJ0345.and adjusted by the National Geodetic Survey in June 1991..
 NJ0345
 NJ0345.The geoid height was determined by GEOID03.
 NJ0345
 NJ0345.The dynamic height is computed by dividing the NAVD 88
 NJ0345.geopotential number by the normal gravity value computed on the
 NJ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0345.degrees latitude (g = 980.6199 gals.).
 NJ0345
 NJ0345.The modeled gravity was interpolated from observed gravity values.
 NJ0345
 NJ0345;                    North         East    Units  Estimated Accuracy
 NJ0345;SPC IA N     - 1,118,210.    1,731,680.      MT  (+/- 180 meters Scaled)
 NJ0345
 NJ0345                          SUPERSEDED SURVEY CONTROL
 NJ0345
 NJ0345  NGVD 29 (??/??/92)  192.478  (m)          631.49   (f) ADJ UNCH    1 1
 NJ0345
 NJ0345.Superseded values are not recommended for survey control.
 NJ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0345.See file dsdata.txt to determine how the superseded data were derived.
 NJ0345
 NJ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH905111(NAD 83)
 NJ0345_MARKER: DB = BENCH MARK DISK
 NJ0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0345_SP_SET: FOUNDATION
 NJ0345_STAMPING: M 72 1934
 NJ0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0345
 NJ0345  HISTORY     - Date     Condition        Report By
 NJ0345  HISTORY     - 1934     MONUMENTED       CGS
 NJ0345  HISTORY     - 1970     GOOD             NGS
 NJ0345  HISTORY     - 1972     GOOD             NGS
 NJ0345  HISTORY     - 20030727 MARK NOT FOUND   USPSQD
 NJ0345
 NJ0345                          STATION DESCRIPTION
 NJ0345
 NJ0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0345'2.6 MI NW FROM DUBUQUE.
 NJ0345'ABOUT 0.55 MILE NORTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0345'AT DUBUQUE, THENCE 0.15 MILE EAST ALONG 15TH STREET, THENCE 1.75
 NJ0345'MILES NORTHWEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3, THENCE
 NJ0345'0.2 MILE NORTHEAST ALONG 32ND STREET, AT A WOODEN HIGHWAY OVERPASS
 NJ0345'FOR THE CHICAGO, GREAT WESTERN RAILROAD, SET IN THE TOP OF THE
 NJ0345'SOUTHEAST END OF A CONCRETE FOUNDATION WHICH SUPPORTS 6 WOODEN
 NJ0345'PILLARS, 23.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 NJ0345'TRACK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.  SEC 13,
 NJ0345'T89N, R2E
 NJ0345
 NJ0345                          STATION RECOVERY (1972)
 NJ0345
 NJ0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NJ0345'RECOVERED IN GOOD CONDITION.
 NJ0345
 NJ0345                          STATION RECOVERY (2003)
 NJ0345
 NJ0345'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0345'NOT FOUND.  THE RAILROAD AND RAILROAD BRIDGE HAVE BEEN REMOVED AND
 NJ0345'FILLED IN WITH SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0415 ***********************************************************************
 NJ0415  DESIGNATION -  M 73
 NJ0415  PID         -  NJ0415
 NJ0415  STATE/COUNTY-  IA/DELAWARE
 NJ0415  USGS QUAD   -  THORPE (1965)
 NJ0415
 NJ0415                         *CURRENT SURVEY CONTROL
 NJ0415  ___________________________________________________________________
 NJ0415* NAD 83(1986)-  42 33 13.     (N)    091 24 23.     (W)     SCALED    
 NJ0415* NAVD 88     -       306.131  (meters)    1004.36   (feet)  ADJUSTED  
 NJ0415  ___________________________________________________________________
 NJ0415  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 NJ0415  DYNAMIC HT  -         306.047 (meters)    1004.09  (feet)  COMP
 NJ0415  MODELED GRAV-     980,339.1   (mgal)                       NAVD 88
 NJ0415
 NJ0415  VERT ORDER  -  SECOND    CLASS 0
 NJ0415
 NJ0415.The horizontal coordinates were scaled from a topographic map and have
 NJ0415.an estimated accuracy of +/- 6 seconds.
 NJ0415
 NJ0415.The orthometric height was determined by differential leveling
 NJ0415.and adjusted by the National Geodetic Survey in June 1991..
 NJ0415
 NJ0415.The geoid height was determined by GEOID03.
 NJ0415
 NJ0415.The dynamic height is computed by dividing the NAVD 88
 NJ0415.geopotential number by the normal gravity value computed on the
 NJ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0415.degrees latitude (g = 980.6199 gals.).
 NJ0415
 NJ0415.The modeled gravity was interpolated from observed gravity values.
 NJ0415
 NJ0415;                    North         East    Units  Estimated Accuracy
 NJ0415;SPC IA N     - 1,119,160.    1,671,920.      MT  (+/- 180 meters Scaled)
 NJ0415
 NJ0415                          SUPERSEDED SURVEY CONTROL
 NJ0415
 NJ0415  NGVD 29 (??/??/92)  306.166  (m)         1004.48   (f) ADJ UNCH    2 0
 NJ0415
 NJ0415.Superseded values are not recommended for survey control.
 NJ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0415.See file dsdata.txt to determine how the superseded data were derived.
 NJ0415
 NJ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH308124(NAD 83)
 NJ0415_MARKER: DB = BENCH MARK DISK
 NJ0415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0415_SP_SET: ABUTMENT
 NJ0415_STAMPING: M 73 1934
 NJ0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0415
 NJ0415  HISTORY     - Date     Condition        Report By
 NJ0415  HISTORY     - 1934     MONUMENTED       CGS
 NJ0415
 NJ0415                          STATION DESCRIPTION
 NJ0415
 NJ0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0415'2.5 MI SE FROM THORPE.
 NJ0415'2.5 MILES SOUTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NJ0415'FROM THE STATION AT THORPE, 2-1/2 POLES SOUTHEAST OF MILEPOST
 NJ0415'218, AT 65-FOOT STEEL BRIDGE 217.93, IN THE TOP OF THE SOUTH
 NJ0415'END OF THE WEST CONCRETE ABUTMENT, 9 FEET SOUTH OF THE CENTERLINE
 NJ0415'OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 NJ0415'DISK, STAMPED M 73 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0569 ***********************************************************************
 NJ0569  DESIGNATION -  M 75
 NJ0569  PID         -  NJ0569
 NJ0569  STATE/COUNTY-  IA/LINN
 NJ0569  USGS QUAD   -  CENTER POINT (1982)
 NJ0569
 NJ0569                         *CURRENT SURVEY CONTROL
 NJ0569  ___________________________________________________________________
 NJ0569* NAD 83(1986)-  42 13 40.     (N)    091 47 05.     (W)     SCALED    
 NJ0569* NAVD 88     -       245.838  (meters)     806.55   (feet)  ADJUSTED  
 NJ0569  ___________________________________________________________________
 NJ0569  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 NJ0569  DYNAMIC HT  -         245.763 (meters)     806.31  (feet)  COMP
 NJ0569  MODELED GRAV-     980,310.6   (mgal)                       NAVD 88
 NJ0569
 NJ0569  VERT ORDER  -  SECOND    CLASS 0
 NJ0569
 NJ0569.The horizontal coordinates were scaled from a topographic map and have
 NJ0569.an estimated accuracy of +/- 6 seconds.
 NJ0569
 NJ0569.The orthometric height was determined by differential leveling
 NJ0569.and adjusted by the National Geodetic Survey in June 1991..
 NJ0569
 NJ0569.The geoid height was determined by GEOID03.
 NJ0569
 NJ0569.The dynamic height is computed by dividing the NAVD 88
 NJ0569.geopotential number by the normal gravity value computed on the
 NJ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0569.degrees latitude (g = 980.6199 gals.).
 NJ0569
 NJ0569.The modeled gravity was interpolated from observed gravity values.
 NJ0569
 NJ0569;                    North         East    Units  Estimated Accuracy
 NJ0569;SPC IA N     - 1,082,280.    1,641,590.      MT  (+/- 180 meters Scaled)
 NJ0569
 NJ0569                          SUPERSEDED SURVEY CONTROL
 NJ0569
 NJ0569  NGVD 29 (??/??/92)  245.873  (m)          806.67   (f) ADJ UNCH    2 0
 NJ0569
 NJ0569.Superseded values are not recommended for survey control.
 NJ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0569.See file dsdata.txt to determine how the superseded data were derived.
 NJ0569
 NJ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG002757(NAD 83)
 NJ0569_MARKER: DB = BENCH MARK DISK
 NJ0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0569_SP_SET: CULVERT
 NJ0569_STAMPING: M 75 1934
 NJ0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0569+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2002
 NJ0569
 NJ0569  HISTORY     - Date     Condition        Report By
 NJ0569  HISTORY     - 1934     MONUMENTED       CGS
 NJ0569  HISTORY     - 1982     GOOD             NGS
 NJ0569  HISTORY     - 19940504 GOOD             USPSQD
 NJ0569  HISTORY     - 20020508 GOOD             AERSVC
 NJ0569  HISTORY     - 20040906 GOOD             GEOCAC
 NJ0569
 NJ0569                          STATION DESCRIPTION
 NJ0569
 NJ0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0569'2.5 MI NW FROM CENTER POINT.
 NJ0569'2.5 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0569'RAILWAY FROM THE STATION AT CENTER POINT, LINN COUNTY, 15-1/2
 NJ0569'POLES NORTHEAST OF MILEPOST 20, OPPOSITE A 3- BY 4-FOOT STONE
 NJ0569'BOX CULVERT, AT A 5- BY 6-FOOT REINFORCED CONCRETE BOX HIGHWAY
 NJ0569'CULVERT, IN THE TOP OF THE CENTER OF THE SOUTHEAST CONCRETE
 NJ0569'HEADWALL, 75 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND
 NJ0569'1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED M 75 1934.
 NJ0569
 NJ0569                          STATION RECOVERY (1982)
 NJ0569
 NJ0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NJ0569'40.02 KM (2.5 MI) NORTH ALONG STATE HIGHWAY 150 FROM THE INTERSECTION
 NJ0569'WITH WASHINGTON STREET IN CENTER POINT, 6.4 KM (21 FT) EAST OF THE
 NJ0569'CENTERLINE OF THE HIGHWAY, 0.76 MI (2.5 FT) SOUTH OF THE NORTH END OF
 NJ0569'THE EAST END OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY.
 NJ0569
 NJ0569                          STATION RECOVERY (1994)
 NJ0569
 NJ0569'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0569'RECOVERED IN GOOD CONDITION.
 NJ0569
 NJ0569                          STATION RECOVERY (2002)
 NJ0569
 NJ0569'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2002 (KZ)
 NJ0569'RECOVERED IN GOOD CONDITION.
 NJ0569
 NJ0569                          STATION RECOVERY (2004)
 NJ0569
 NJ0569'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 NJ0569'FOUND IN GOOD CONDITION. HIGHWAY IS NOW COUNTY ROAD W6E, AND LOCATION
 NJ0569'IS 0.15 MILE SOUTH OF INTERSECTION WITH SCHWEIBERT DRIVE OR HEINS RD.
 NJ0569'HANDHELD COORDINATES N42 13.664 W091 47.106. SKY VISIBILITY MARGINALLY
 NJ0569'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0372 ***********************************************************************
 MG0372  DESIGNATION -  M 76
 MG0372  PID         -  MG0372
 MG0372  STATE/COUNTY-  IA/JOHNSON
 MG0372  USGS QUAD   -  SOLON (1975)
 MG0372
 MG0372                         *CURRENT SURVEY CONTROL
 MG0372  ___________________________________________________________________
 MG0372* NAD 83(1986)-  41 47 55.     (N)    091 29 35.     (W)     SCALED    
 MG0372* NAVD 88     -       241.340  (meters)     791.80   (feet)  ADJUSTED  
 MG0372  ___________________________________________________________________
 MG0372  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 MG0372  DYNAMIC HT  -         241.249 (meters)     791.50  (feet)  COMP
 MG0372  MODELED GRAV-     980,237.7   (mgal)                       NAVD 88
 MG0372
 MG0372  VERT ORDER  -  SECOND    CLASS 0
 MG0372
 MG0372.The horizontal coordinates were scaled from a topographic map and have
 MG0372.an estimated accuracy of +/- 6 seconds.
 MG0372
 MG0372.The orthometric height was determined by differential leveling
 MG0372.and adjusted by the National Geodetic Survey in June 1991..
 MG0372
 MG0372.The geoid height was determined by GEOID03.
 MG0372
 MG0372.The dynamic height is computed by dividing the NAVD 88
 MG0372.geopotential number by the normal gravity value computed on the
 MG0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0372.degrees latitude (g = 980.6199 gals.).
 MG0372
 MG0372.The modeled gravity was interpolated from observed gravity values.
 MG0372
 MG0372;                    North         East    Units  Estimated Accuracy
 MG0372;SPC IA S     -   201,660.      666,790.      MT  (+/- 180 meters Scaled)
 MG0372
 MG0372                          SUPERSEDED SURVEY CONTROL
 MG0372
 MG0372  NGVD 29 (??/??/92)  241.371  (m)          791.90   (f) ADJ UNCH    2 0
 MG0372
 MG0372.Superseded values are not recommended for survey control.
 MG0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0372.See file dsdata.txt to determine how the superseded data were derived.
 MG0372
 MG0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG251285(NAD 83)
 MG0372_MARKER: DD = SURVEY DISK
 MG0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0372_SP_SET: FOUNDATION
 MG0372_STAMPING: M 76 1934
 MG0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0372
 MG0372  HISTORY     - Date     Condition        Report By
 MG0372  HISTORY     - 1934     MONUMENTED       CGS
 MG0372  HISTORY     - 1965     GOOD             USGS
 MG0372  HISTORY     - 20050709 MARK NOT FOUND   GEOCAC
 MG0372
 MG0372                          STATION DESCRIPTION
 MG0372
 MG0372'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 MG0372'IN SOLON.
 MG0372'AT SOLON, JOHNSON COUNTY, OPPOSITE THE CHICAGO, ROCK ISLAND AND
 MG0372'PACIFIC RAILWAY STATION.  11 POLES NORTHWEST OF MILEPOST 82, AT A
 MG0372'SEMAPHORE SIGNAL, AND IN THE TOP OF THE SOUTHEAST CORNER OF THE
 MG0372'CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED M 76 1934
 MG0372
 MG0372                          STATION RECOVERY (2005)
 MG0372
 MG0372'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0372'NO EVIDENCE OF THE MARK WAS FOUND.  OWNER OF BUSINESS AT 1041
 MG0372'STINOCHER ST SAYS THE STATION WAS WHERE THE REAR OF HIS MODERN STEEL
 MG0372'BUILDING SITS. HE HAD NEVER NOTICED AN OLD SIGNAL FOUNDATION NOR
 MG0372'BENCHMARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0391 ***********************************************************************
 MG0391  DESIGNATION -  M 77
 MG0391  PID         -  MG0391
 MG0391  STATE/COUNTY-  IA/JOHNSON
 MG0391  USGS QUAD   -  IOWA CITY EAST (1993)
 MG0391
 MG0391                         *CURRENT SURVEY CONTROL
 MG0391  ___________________________________________________________________
 MG0391* NAD 83(1986)-  41 43 33.     (N)    091 24 00.     (W)     SCALED    
 MG0391* NAVD 88     -       231.862  (meters)     760.70   (feet)  ADJUSTED  
 MG0391  ___________________________________________________________________
 MG0391  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MG0391  DYNAMIC HT  -         231.773 (meters)     760.41  (feet)  COMP
 MG0391  MODELED GRAV-     980,231.2   (mgal)                       NAVD 88
 MG0391
 MG0391  VERT ORDER  -  SECOND    CLASS 0
 MG0391
 MG0391.The horizontal coordinates were scaled from a topographic map and have
 MG0391.an estimated accuracy of +/- 6 seconds.
 MG0391
 MG0391.The orthometric height was determined by differential leveling
 MG0391.and adjusted by the National Geodetic Survey in June 1991..
 MG0391
 MG0391.The geoid height was determined by GEOID03.
 MG0391
 MG0391.The dynamic height is computed by dividing the NAVD 88
 MG0391.geopotential number by the normal gravity value computed on the
 MG0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0391.degrees latitude (g = 980.6199 gals.).
 MG0391
 MG0391.The modeled gravity was interpolated from observed gravity values.
 MG0391
 MG0391;                    North         East    Units  Estimated Accuracy
 MG0391;SPC IA S     -   193,770.      674,710.      MT  (+/- 180 meters Scaled)
 MG0391
 MG0391                          SUPERSEDED SURVEY CONTROL
 MG0391
 MG0391  NGVD 29 (??/??/92)  231.901  (m)          760.83   (f) ADJ UNCH    2 0
 MG0391
 MG0391.Superseded values are not recommended for survey control.
 MG0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0391.See file dsdata.txt to determine how the superseded data were derived.
 MG0391
 MG0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG330205(NAD 83)
 MG0391_MARKER: DB = BENCH MARK DISK
 MG0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0391_SP_SET: CULVERT
 MG0391_STAMPING: M 77 1934
 MG0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0391
 MG0391  HISTORY     - Date     Condition        Report By
 MG0391  HISTORY     - 1934     MONUMENTED       CGS
 MG0391  HISTORY     - 1963     MARK NOT FOUND   USGS
 MG0391
 MG0391                          STATION DESCRIPTION
 MG0391
 MG0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0391'1.2 MI E FROM ELMIRA JUNCTION.
 MG0391'1.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MG0391'FROM THE WATER TANK AT ELMIRA JUNCTION, JOHNSON COUNTY, 43 FEET EAST
 MG0391'OF MILEPOST 24, AT A 4- BY 6-FOOT STONE BOX CULVERT, IN THE
 MG0391'NORTHWEST CORNER OF THE NORTH STONE HEADWALL, 11 FEET NORTH
 MG0391'OF THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE RAIL.
 MG0391'A STANDARD DISK, STAMPED M 77 1934.
 MG0391
 MG0391                          STATION RECOVERY (1963)
 MG0391
 MG0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MG0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ1009 ***********************************************************************
 NJ1009  DESIGNATION -  M 78 RESET
 NJ1009  PID         -  NJ1009
 NJ1009  STATE/COUNTY-  IA/JACKSON
 NJ1009  USGS QUAD   -  SAVANNA (1990)
 NJ1009
 NJ1009                         *CURRENT SURVEY CONTROL
 NJ1009  ___________________________________________________________________
 NJ1009* NAD 83(1986)-  42 06 14.     (N)    090 09 59.     (W)     SCALED    
 NJ1009* NAVD 88     -       183.26   (meters)     601.2    (feet)  RESET     
 NJ1009  ___________________________________________________________________
 NJ1009  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NJ1009
 NJ1009  VERT ORDER  -  THIRD
 NJ1009
 NJ1009.The horizontal coordinates were scaled from a topographic map and have
 NJ1009.an estimated accuracy of +/- 6 seconds.
 NJ1009
 NJ1009.The orthometric height was computed from unverified reset data.
 NJ1009
 NJ1009.The geoid height was determined by GEOID03.
 NJ1009
 NJ1009;                    North         East    Units  Estimated Accuracy
 NJ1009;SPC IA N     - 1,072,510.    1,775,670.      MT  (+/- 180 meters Scaled)
 NJ1009
 NJ1009                          SUPERSEDED SURVEY CONTROL
 NJ1009
 NJ1009  NGVD 29 (05/12/04)  183.30   (m)          601.4    (f) RESET       3  
 NJ1009
 NJ1009.Superseded values are not recommended for survey control.
 NJ1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ1009.See file dsdata.txt to determine how the superseded data were derived.
 NJ1009
 NJ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG343651(NAD 83)
 NJ1009_MARKER: DB = BENCH MARK DISK
 NJ1009_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NJ1009_SP_SET: COLLISION POST
 NJ1009_STAMPING: M 78 RESET 1985
 NJ1009_MARK LOGO: NGS   
 NJ1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ1009
 NJ1009  HISTORY     - Date     Condition        Report By
 NJ1009  HISTORY     - 1985     MONUMENTED       IAHD
 NJ1009  HISTORY     - 19940610 GOOD             USPSQD
 NJ1009  HISTORY     - 20010331 GOOD             NGS
 NJ1009
 NJ1009                          STATION DESCRIPTION
 NJ1009
 NJ1009'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1985
 NJ1009'3.9 KM (2.45 MI) NORTH FROM SABULA.
 NJ1009'2.45 MILES NORTH ALONG U.S. 52 FROM THE MUNICIPAL BUILDING IN SABULA,
 NJ1009'OR ABOUT 1.3 MILES NORTHWEST ALONG U.S. 52 FROM THE POST OFFICE AT
 NJ1009'SAVANNA, IL, AT THE WEST END OF THE HIGHWAY BRIDGE ACROSS THE
 NJ1009'MISSISSIPPI RIVER, 11 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 NJ1009'SET IN THE TOP OF THE NORTH END OF THE NORTH COLLISION POST FOR THE
 NJ1009'BRIDGE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 NJ1009
 NJ1009                          STATION RECOVERY (1994)
 NJ1009
 NJ1009'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ1009'RECOVERED IN GOOD CONDITION.
 NJ1009
 NJ1009                          STATION RECOVERY (2001)
 NJ1009
 NJ1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ1009'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0241 ***********************************************************************
 NJ0241  DESIGNATION -  M 79
 NJ0241  PID         -  NJ0241
 NJ0241  STATE/COUNTY-  IA/JACKSON
 NJ0241  USGS QUAD   -  MAQUOKETA (1980)
 NJ0241
 NJ0241                         *CURRENT SURVEY CONTROL
 NJ0241  ___________________________________________________________________
 NJ0241* NAD 83(1986)-  42 03 08.     (N)    090 42 04.     (W)     SCALED    
 NJ0241* NAVD 88     -       219.742  (meters)     720.94   (feet)  ADJUSTED  
 NJ0241  ___________________________________________________________________
 NJ0241  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 NJ0241  DYNAMIC HT  -         219.667 (meters)     720.69  (feet)  COMP
 NJ0241  MODELED GRAV-     980,277.5   (mgal)                       NAVD 88
 NJ0241
 NJ0241  VERT ORDER  -  SECOND    CLASS 0
 NJ0241
 NJ0241.The horizontal coordinates were scaled from a topographic map and have
 NJ0241.an estimated accuracy of +/- 6 seconds.
 NJ0241
 NJ0241.The orthometric height was determined by differential leveling
 NJ0241.and adjusted by the National Geodetic Survey in June 1991..
 NJ0241
 NJ0241.The geoid height was determined by GEOID03.
 NJ0241
 NJ0241.The dynamic height is computed by dividing the NAVD 88
 NJ0241.geopotential number by the normal gravity value computed on the
 NJ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0241.degrees latitude (g = 980.6199 gals.).
 NJ0241
 NJ0241.The modeled gravity was interpolated from observed gravity values.
 NJ0241
 NJ0241;                    North         East    Units  Estimated Accuracy
 NJ0241;SPC IA N     - 1,065,170.    1,731,660.      MT  (+/- 180 meters Scaled)
 NJ0241
 NJ0241                          SUPERSEDED SURVEY CONTROL
 NJ0241
 NJ0241  NGVD 29 (??/??/92)  219.783  (m)          721.07   (f) ADJ UNCH    2 0
 NJ0241
 NJ0241.Superseded values are not recommended for survey control.
 NJ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0241.See file dsdata.txt to determine how the superseded data were derived.
 NJ0241
 NJ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG902581(NAD 83)
 NJ0241_MARKER: DB = BENCH MARK DISK
 NJ0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0241_SP_SET: UNDERPASS
 NJ0241_STAMPING: M 79 1934
 NJ0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0241
 NJ0241  HISTORY     - Date     Condition        Report By
 NJ0241  HISTORY     - 1934     MONUMENTED       CGS
 NJ0241  HISTORY     - 19941026 MARK NOT FOUND   USPSQD
 NJ0241  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0241  HISTORY     - 20060326 POOR             GEOCAC
 NJ0241
 NJ0241                          STATION DESCRIPTION
 NJ0241
 NJ0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0241'3.1 MI W FROM MAQUOKETA.
 NJ0241'3.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NJ0241'FROM THE STATION AT MAQUOKETA, JACKSON COUNTY, 9-1/2 POLES EAST
 NJ0241'OF MILEPOST 40, AT UNDERPASS 1300, IN THE TOP OF THE EAST END OF
 NJ0241'THE NORTH HEADWALL, 10 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 NJ0241'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED M 79 1934.
 NJ0241
 NJ0241                          STATION RECOVERY (1994)
 NJ0241
 NJ0241'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0241'MARK NOT FOUND.
 NJ0241
 NJ0241                          STATION RECOVERY (2001)
 NJ0241
 NJ0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0241'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0241
 NJ0241                          STATION RECOVERY (2006)
 NJ0241
 NJ0241'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0241'DISK IS MISSING, THE HOLE IN THE CONCRETE FROM THE STEM IS APPARENT.
 NJ0241' 
 NJ0241'ABOUT A QUARTER MILE FROM THE ROAD, THE OVERPASS IS VISIBLE FROM
 NJ0241'HIGHWAY 64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0425 ***********************************************************************
 MG0425  DESIGNATION -  M 8
 MG0425  PID         -  MG0425
 MG0425  STATE/COUNTY-  IA/MUSCATINE
 MG0425  USGS QUAD   -  MUSCATINE NW (1965)
 MG0425
 MG0425                         *CURRENT SURVEY CONTROL
 MG0425  ___________________________________________________________________
 MG0425* NAD 83(1986)-  41 24 48.     (N)    091 07 59.     (W)     SCALED    
 MG0425* NAVD 88     -       193.106  (meters)     633.55   (feet)  ADJUSTED  
 MG0425  ___________________________________________________________________
 MG0425  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0425  DYNAMIC HT  -         193.029 (meters)     633.30  (feet)  COMP
 MG0425  MODELED GRAV-     980,222.4   (mgal)                       NAVD 88
 MG0425
 MG0425  VERT ORDER  -  FIRST     CLASS II
 MG0425
 MG0425.The horizontal coordinates were scaled from a topographic map and have
 MG0425.an estimated accuracy of +/- 6 seconds.
 MG0425
 MG0425.The orthometric height was determined by differential leveling
 MG0425.and adjusted by the National Geodetic Survey in June 1991..
 MG0425
 MG0425.The geoid height was determined by GEOID03.
 MG0425
 MG0425.The dynamic height is computed by dividing the NAVD 88
 MG0425.geopotential number by the normal gravity value computed on the
 MG0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0425.degrees latitude (g = 980.6199 gals.).
 MG0425
 MG0425.The modeled gravity was interpolated from observed gravity values.
 MG0425
 MG0425;                    North         East    Units  Estimated Accuracy
 MG0425;SPC IA S     -   159,640.      697,860.      MT  (+/- 180 meters Scaled)
 MG0425
 MG0425                          SUPERSEDED SURVEY CONTROL
 MG0425
 MG0425  NGVD 29 (??/??/92)  193.172  (m)          633.77   (f) ADJ UNCH    1 2
 MG0425
 MG0425.Superseded values are not recommended for survey control.
 MG0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0425.See file dsdata.txt to determine how the superseded data were derived.
 MG0425
 MG0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF560863(NAD 83)
 MG0425_MARKER: DB = BENCH MARK DISK
 MG0425_SETTING: 0 = UNSPECIFIED SETTING
 MG0425_STAMPING: 633.765 M 8 1930
 MG0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0425
 MG0425  HISTORY     - Date     Condition        Report By
 MG0425  HISTORY     - 1930     MONUMENTED       CGS
 MG0425  HISTORY     - 1940     GOOD             NGS
 MG0425  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 MG0425
 MG0425                          STATION DESCRIPTION
 MG0425
 MG0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MG0425'5.5 MI W FROM MUSCATINE.
 MG0425'5.5 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MG0425'RAILROAD FROM MUSCATINE, MUSCATINE COUNTY, 0.5 MILE WEST OF
 MG0425'MILEPOST 32, AT A VIADUCT OVER COUNTY HIGHWAY C, AND ON THE
 MG0425'NORTH END OF THE EAST ABUTMENT.  A STANDARD DISK, STAMPED 633.765
 MG0425'M 8 1930.
 MG0425
 MG0425                          STATION RECOVERY (1998)
 MG0425
 MG0425'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0492 ***********************************************************************
 NJ0492  DESIGNATION -  M 80
 NJ0492  PID         -  NJ0492
 NJ0492  STATE/COUNTY-  IA/LINN
 NJ0492  USGS QUAD   -  SPRINGVILLE (1973)
 NJ0492
 NJ0492                         *CURRENT SURVEY CONTROL
 NJ0492  ___________________________________________________________________
 NJ0492* NAD 83(1986)-  42 04 05.     (N)    091 24 55.     (W)     SCALED    
 NJ0492* NAVD 88     -       264.986  (meters)     869.37   (feet)  ADJUSTED  
 NJ0492  ___________________________________________________________________
 NJ0492  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 NJ0492  DYNAMIC HT  -         264.888 (meters)     869.05  (feet)  COMP
 NJ0492  MODELED GRAV-     980,243.9   (mgal)                       NAVD 88
 NJ0492
 NJ0492  VERT ORDER  -  SECOND    CLASS 0
 NJ0492
 NJ0492.The horizontal coordinates were scaled from a topographic map and have
 NJ0492.an estimated accuracy of +/- 6 seconds.
 NJ0492
 NJ0492.The orthometric height was determined by differential leveling
 NJ0492.and adjusted by the National Geodetic Survey in June 1991..
 NJ0492
 NJ0492.The geoid height was determined by GEOID03.
 NJ0492
 NJ0492.The dynamic height is computed by dividing the NAVD 88
 NJ0492.geopotential number by the normal gravity value computed on the
 NJ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0492.degrees latitude (g = 980.6199 gals.).
 NJ0492
 NJ0492.The modeled gravity was interpolated from observed gravity values.
 NJ0492
 NJ0492;                    North         East    Units  Estimated Accuracy
 NJ0492;SPC IA N     - 1,065,230.    1,672,520.      MT  (+/- 180 meters Scaled)
 NJ0492
 NJ0492                          SUPERSEDED SURVEY CONTROL
 NJ0492
 NJ0492  NGVD 29 (??/??/92)  265.011  (m)          869.46   (f) ADJ UNCH    2 0
 NJ0492
 NJ0492.Superseded values are not recommended for survey control.
 NJ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0492.See file dsdata.txt to determine how the superseded data were derived.
 NJ0492
 NJ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG311585(NAD 83)
 NJ0492_MARKER: DB = BENCH MARK DISK
 NJ0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0492_SP_SET: CULVERT
 NJ0492_STAMPING: M 80 1934
 NJ0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0492
 NJ0492  HISTORY     - Date     Condition        Report By
 NJ0492  HISTORY     - 1934     MONUMENTED       CGS
 NJ0492  HISTORY     - 19980808 MARK NOT FOUND   USPSQD
 NJ0492  HISTORY     - 20050923 POOR             GEOCAC
 NJ0492
 NJ0492                          STATION DESCRIPTION
 NJ0492
 NJ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0492'1.6 MI NE FROM SPRINGVILLE.
 NJ0492'1.6 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0492'PACIFIC RAILROAD FROM THE STATION AT SPRINGVILLE, LINN COUNTY,
 NJ0492'8 POLES EAST OF MILEPOST 4, AT A PRIVATE ROAD CROSSING, 80 FEET
 NJ0492'WEST OF THE CENTERLINE OF THE ROAD, 50 FEET SOUTH OF THE
 NJ0492'CENTERLINE OF THE TRACK, AT A 2-BY 4-FOOT R.C.B. HIGHWAY CULVERT,
 NJ0492'AND IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL.
 NJ0492'A STANDARD DISK, STAMPED M 80 1934.
 NJ0492
 NJ0492                          STATION RECOVERY (1998)
 NJ0492
 NJ0492'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0492'MARK NOT FOUND.
 NJ0492
 NJ0492                          STATION RECOVERY (2005)
 NJ0492
 NJ0492'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0492'CONCRETE CULVERT HAS SUNK ON THE EAST END AND SO IS SLIGHTLY TILTED.
 NJ0492' 
 NJ0492' 
 NJ0492'HANDHELD COORDINATES 42 04 05.9 (N) 091 24 55.5 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0042 ***********************************************************************
 NK0042  DESIGNATION -  M 81
 NK0042  PID         -  NK0042
 NK0042  STATE/COUNTY-  IA/BENTON
 NK0042  USGS QUAD   -  VINTON (1971)
 NK0042
 NK0042                         *CURRENT SURVEY CONTROL
 NK0042  ___________________________________________________________________
 NK0042* NAD 83(1986)-  42 09 57.     (N)    092 01 23.     (W)     SCALED    
 NK0042* NAVD 88     -       242.187  (meters)     794.58   (feet)  ADJUSTED  
 NK0042  ___________________________________________________________________
 NK0042  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 NK0042  DYNAMIC HT  -         242.111 (meters)     794.33  (feet)  COMP
 NK0042  MODELED GRAV-     980,302.3   (mgal)                       NAVD 88
 NK0042
 NK0042  VERT ORDER  -  FIRST     CLASS II
 NK0042
 NK0042.The horizontal coordinates were scaled from a topographic map and have
 NK0042.an estimated accuracy of +/- 6 seconds.
 NK0042
 NK0042.The orthometric height was determined by differential leveling
 NK0042.and adjusted by the National Geodetic Survey in June 1991..
 NK0042.WARNING-Repeat measurements at this control monument indicate possible
 NK0042.vertical movement.
 NK0042
 NK0042.The geoid height was determined by GEOID03.
 NK0042
 NK0042.The dynamic height is computed by dividing the NAVD 88
 NK0042.geopotential number by the normal gravity value computed on the
 NK0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0042.degrees latitude (g = 980.6199 gals.).
 NK0042
 NK0042.The modeled gravity was interpolated from observed gravity values.
 NK0042
 NK0042;                    North         East    Units  Estimated Accuracy
 NK0042;SPC IA N     - 1,075,020.    1,622,040.      MT  (+/- 180 meters Scaled)
 NK0042
 NK0042                          SUPERSEDED SURVEY CONTROL
 NK0042
 NK0042.No superseded survey control is available for this station.
 NK0042
 NK0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG806686(NAD 83)
 NK0042_MARKER: DB = BENCH MARK DISK
 NK0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0042_SP_SET: STEP
 NK0042_STAMPING: 794.670 M 81 1934
 NK0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0042
 NK0042  HISTORY     - Date     Condition        Report By
 NK0042  HISTORY     - 1934     MONUMENTED       CGS
 NK0042  HISTORY     - 1943     GOOD             NGS
 NK0042  HISTORY     - 19980714 MARK NOT FOUND   USPSQD
 NK0042
 NK0042                          STATION DESCRIPTION
 NK0042
 NK0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NK0042'AT VINTON.
 NK0042'AT VINTON, BENTON COUNTY, AT THE FRONT (SOUTH) ENTRANCE TO THE
 NK0042'COUNTY COURTHOUSE, AND IN THE NORTHEAST CORNER OF THE SANDSTONE
 NK0042'STEP.  A STANDARD DISK, STAMPED 794.670 M 81 1934.
 NK0042
 NK0042                          STATION RECOVERY (1998)
 NK0042
 NK0042'RECOVERY NOTE BY US POWER SQUADRON 1998
 NK0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0088 ***********************************************************************
 NK0088  DESIGNATION -  M 82
 NK0088  PID         -  NK0088
 NK0088  STATE/COUNTY-  IA/TAMA
 NK0088  USGS QUAD   -  TRAER (1971)
 NK0088
 NK0088                         *CURRENT SURVEY CONTROL
 NK0088  ___________________________________________________________________
 NK0088* NAD 83(1986)-  42 10 16.     (N)    092 26 40.     (W)     SCALED    
 NK0088* NAVD 88     -       275.832  (meters)     904.96   (feet)  ADJUSTED  
 NK0088  ___________________________________________________________________
 NK0088  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 NK0088  DYNAMIC HT  -         275.735 (meters)     904.64  (feet)  COMP
 NK0088  MODELED GRAV-     980,264.4   (mgal)                       NAVD 88
 NK0088
 NK0088  VERT ORDER  -  SECOND    CLASS 0
 NK0088
 NK0088.The horizontal coordinates were scaled from a topographic map and have
 NK0088.an estimated accuracy of +/- 6 seconds.
 NK0088
 NK0088.The orthometric height was determined by differential leveling
 NK0088.and adjusted by the National Geodetic Survey in June 1991..
 NK0088
 NK0088.The geoid height was determined by GEOID03.
 NK0088
 NK0088.The dynamic height is computed by dividing the NAVD 88
 NK0088.geopotential number by the normal gravity value computed on the
 NK0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0088.degrees latitude (g = 980.6199 gals.).
 NK0088
 NK0088.The modeled gravity was interpolated from observed gravity values.
 NK0088
 NK0088;                    North         East    Units  Estimated Accuracy
 NK0088;SPC IA N     - 1,075,090.    1,587,220.      MT  (+/- 180 meters Scaled)
 NK0088
 NK0088                          SUPERSEDED SURVEY CONTROL
 NK0088
 NK0088  NGVD 29 (??/??/92)  275.822  (m)          904.93   (f) ADJ UNCH    2 0
 NK0088
 NK0088.Superseded values are not recommended for survey control.
 NK0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0088.See file dsdata.txt to determine how the superseded data were derived.
 NK0088
 NK0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG458689(NAD 83)
 NK0088_MARKER: DB = BENCH MARK DISK
 NK0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0088_SP_SET: CULVERT
 NK0088_STAMPING: M 82 1934
 NK0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0088
 NK0088  HISTORY     - Date     Condition        Report By
 NK0088  HISTORY     - 1934     MONUMENTED       CGS
 NK0088
 NK0088                          STATION DESCRIPTION
 NK0088
 NK0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0088'1.6 MI SE FROM TRAER.
 NK0088'1.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0088'FROM THE STATION AT TRAER, TAMA COUNTY, 16 POLES SOUTHEAST OF
 NK0088'MILEPOST 23, 450 FEET SOUTHEAST OF THE CENTER OF A PUBLIC-ROAD
 NK0088'CROSSING, AT 4- BY 4-FOOT REINFORCED CONCRETE BOX CULVERT 59,
 NK0088'IN THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL, 18
 NK0088'FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND 3.5 FEET
 NK0088'LOWER THAN THE RAIL.  A STANDARD DISK STAMPED M 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0594 ***********************************************************************
 MG0594  DESIGNATION -  M 84
 MG0594  PID         -  MG0594
 MG0594  STATE/COUNTY-  IA/BENTON
 MG0594  USGS QUAD   -  NEWHALL (1968)
 MG0594
 MG0594                         *CURRENT SURVEY CONTROL
 MG0594  ___________________________________________________________________
 MG0594* NAD 83(1986)-  41 53 25.     (N)    091 59 09.     (W)     SCALED    
 MG0594* NAVD 88     -       249.035  (meters)     817.04   (feet)  ADJUSTED  
 MG0594  ___________________________________________________________________
 MG0594  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 MG0594  DYNAMIC HT  -         248.945 (meters)     816.75  (feet)  COMP
 MG0594  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 MG0594
 MG0594  VERT ORDER  -  SECOND    CLASS 0
 MG0594
 MG0594.The horizontal coordinates were scaled from a topographic map and have
 MG0594.an estimated accuracy of +/- 6 seconds.
 MG0594
 MG0594.The orthometric height was determined by differential leveling
 MG0594.and adjusted by the National Geodetic Survey in June 1991..
 MG0594
 MG0594.The geoid height was determined by GEOID03.
 MG0594
 MG0594.The dynamic height is computed by dividing the NAVD 88
 MG0594.geopotential number by the normal gravity value computed on the
 MG0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0594.degrees latitude (g = 980.6199 gals.).
 MG0594
 MG0594.The modeled gravity was interpolated from observed gravity values.
 MG0594
 MG0594;                    North         East    Units  Estimated Accuracy
 MG0594;SPC IA N     - 1,044,480.    1,625,660.      MT  (+/- 180 meters Scaled)
 MG0594
 MG0594                          SUPERSEDED SURVEY CONTROL
 MG0594
 MG0594  NGVD 29 (??/??/92)  249.041  (m)          817.06   (f) ADJ UNCH    2 0
 MG0594
 MG0594.Superseded values are not recommended for survey control.
 MG0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0594.See file dsdata.txt to determine how the superseded data were derived.
 MG0594
 MG0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG841380(NAD 83)
 MG0594_MARKER: DB = BENCH MARK DISK
 MG0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0594_STAMPING: M 84 1934
 MG0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0594+STABILITY: SURFACE MOTION
 MG0594
 MG0594  HISTORY     - Date     Condition        Report By
 MG0594  HISTORY     - 1934     MONUMENTED       CGS
 MG0594  HISTORY     - 19991028 MARK NOT FOUND   NGS
 MG0594  HISTORY     - 19991210 MARK NOT FOUND   AERSVC
 MG0594
 MG0594                          STATION DESCRIPTION
 MG0594
 MG0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0594'AT WATKINS.
 MG0594'AT WATKINS, BENTON COUNTY, AT THE CHICAGO AND NORTH WESTERN
 MG0594'RAILWAY STATION, IN A SMALL PARK, 155 FEET EAST OF THE CENTERLINE
 MG0594'OF MAIN STREET, 39 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 MG0594'AND 3 FEET SOUTH OF THE NAME WATKINS.  A STANDARD DISK, STAMPED
 MG0594'M 84 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MG0594
 MG0594                          STATION RECOVERY (1999)
 MG0594
 MG0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 MG0594'NOT FOUND.
 MG0594
 MG0594                          STATION RECOVERY (1999)
 MG0594
 MG0594'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 1999 (BS)
 MG0594'THE ENTIRE AREA HAS UNDERGONE MAJOR CONSTRUCTION.  THE RAIL LINE IS
 MG0594'GONE AND THE DISK CERTAINLY APPEARS TO BE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0079 ***********************************************************************
 MH0079  DESIGNATION -  M 86
 MH0079  PID         -  MH0079
 MH0079  STATE/COUNTY-  IA/KEOKUK
 MH0079  USGS QUAD   -  SIGOURNEY (1965)
 MH0079
 MH0079                         *CURRENT SURVEY CONTROL
 MH0079  ___________________________________________________________________
 MH0079* NAD 83(1986)-  41 19 56.     (N)    092 12 22.     (W)     SCALED    
 MH0079* NAVD 88     -       239.510  (meters)     785.79   (feet)  ADJUSTED  
 MH0079  ___________________________________________________________________
 MH0079  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 MH0079  DYNAMIC HT  -         239.410 (meters)     785.46  (feet)  COMP
 MH0079  MODELED GRAV-     980,203.1   (mgal)                       NAVD 88
 MH0079
 MH0079  VERT ORDER  -  SECOND    CLASS 0
 MH0079
 MH0079.The horizontal coordinates were scaled from a topographic map and have
 MH0079.an estimated accuracy of +/- 6 seconds.
 MH0079
 MH0079.The orthometric height was determined by differential leveling
 MH0079.and adjusted by the National Geodetic Survey in June 1991..
 MH0079
 MH0079.The geoid height was determined by GEOID03.
 MH0079
 MH0079.The dynamic height is computed by dividing the NAVD 88
 MH0079.geopotential number by the normal gravity value computed on the
 MH0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0079.degrees latitude (g = 980.6199 gals.).
 MH0079
 MH0079.The modeled gravity was interpolated from observed gravity values.
 MH0079
 MH0079;                    North         East    Units  Estimated Accuracy
 MH0079;SPC IA S     -   148,750.      608,300.      MT  (+/- 180 meters Scaled)
 MH0079
 MH0079                          SUPERSEDED SURVEY CONTROL
 MH0079
 MH0079  NGVD 29 (??/??/92)  239.518  (m)          785.82   (f) ADJ UNCH    2 0
 MH0079
 MH0079.Superseded values are not recommended for survey control.
 MH0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0079.See file dsdata.txt to determine how the superseded data were derived.
 MH0079
 MH0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF664759(NAD 83)
 MH0079_MARKER: DB = BENCH MARK DISK
 MH0079_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MH0079_SP_SET: WATER TOWER FOOTING
 MH0079_STAMPING: M 86 1934
 MH0079_MARK LOGO: USGS  
 MH0079_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0079+STABILITY: SURFACE MOTION
 MH0079
 MH0079  HISTORY     - Date     Condition        Report By
 MH0079  HISTORY     - 1934     MONUMENTED       CGS
 MH0079  HISTORY     - 1981     GOOD             NGS
 MH0079  HISTORY     - 20010204 GOOD             LOCENG
 MH0079
 MH0079                          STATION DESCRIPTION
 MH0079
 MH0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0079'AT SIGOURNEY.
 MH0079'AT SIGOURNEY, KEOKUK COUNTY, AT THE CITY WATER TOWER, AND IN THE
 MH0079'SOUTH CORNER OF THE SOUTHEAST CONCRETE FOOTING.  A STANDARD DISK,
 MH0079'STAMPED M 86 1934.
 MH0079
 MH0079                          STATION RECOVERY (1981)
 MH0079
 MH0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MH0079'0.08 KM (0.05 MI) WEST ALONG MARION STREET FROM THE COUTHHOUSE IN
 MH0079'SIGOURNEY, AT THE REAR OF THE SIGOURNEY FIRE STATION BUILDING, IN THE
 MH0079'SOUTH CORNER OF THE SOUTHEAST FOOTING OF A WATER TOWER THAT HAS BEEN
 MH0079'TORN DOWN, 25.9 MI (89 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 MH0079'THE FIRE STATION, 18 M (59 FT) WEST OF THE SOUTHWEST CORNER OF A
 MH0079'CONCRETE BLOCK BUILDING, 2.6 M (8.5 FT) NORTH FROM THE CENTERLINE OF
 MH0079'AN ALLEYWAY.
 MH0079
 MH0079                          STATION RECOVERY (2001)
 MH0079
 MH0079'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001
 MH0079'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0110 ***********************************************************************
 MH0110  DESIGNATION -  M 87
 MH0110  PID         -  MH0110
 MH0110  STATE/COUNTY-  IA/MAHASKA
 MH0110  USGS QUAD   -  NEW SHARON (1980)
 MH0110
 MH0110                         *CURRENT SURVEY CONTROL
 MH0110  ___________________________________________________________________
 MH0110* NAD 83(1986)-  41 28 51.     (N)    092 38 42.     (W)     SCALED    
 MH0110* NAVD 88     -       248.137  (meters)     814.10   (feet)  ADJUSTED  
 MH0110  ___________________________________________________________________
 MH0110  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 MH0110  DYNAMIC HT  -         248.035 (meters)     813.76  (feet)  COMP
 MH0110  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 MH0110
 MH0110  VERT ORDER  -  SECOND    CLASS 0
 MH0110
 MH0110.The horizontal coordinates were scaled from a topographic map and have
 MH0110.an estimated accuracy of +/- 6 seconds.
 MH0110
 MH0110.The orthometric height was determined by differential leveling
 MH0110.and adjusted by the National Geodetic Survey in June 1991..
 MH0110
 MH0110.The geoid height was determined by GEOID03.
 MH0110
 MH0110.The dynamic height is computed by dividing the NAVD 88
 MH0110.geopotential number by the normal gravity value computed on the
 MH0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0110.degrees latitude (g = 980.6199 gals.).
 MH0110
 MH0110.The modeled gravity was interpolated from observed gravity values.
 MH0110
 MH0110;                    North         East    Units  Estimated Accuracy
 MH0110;SPC IA S     -   164,800.      571,410.      MT  (+/- 180 meters Scaled)
 MH0110
 MH0110                          SUPERSEDED SURVEY CONTROL
 MH0110
 MH0110  NGVD 29 (??/??/92)  248.122  (m)          814.05   (f) ADJ UNCH    2 0
 MH0110
 MH0110.Superseded values are not recommended for survey control.
 MH0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0110.See file dsdata.txt to determine how the superseded data were derived.
 MH0110
 MH0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF296921(NAD 83)
 MH0110_MARKER: DB = BENCH MARK DISK
 MH0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0110_SP_SET: CONCRETE HEADWALL
 MH0110_STAMPING: M 87 1934
 MH0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0110
 MH0110  HISTORY     - Date     Condition        Report By
 MH0110  HISTORY     - 1934     MONUMENTED       CGS
 MH0110
 MH0110                          STATION DESCRIPTION
 MH0110
 MH0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0110'1.3 MI N FROM NEW SHARON.
 MH0110'1.3 MILES NORTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 MH0110'THE STATION AT NEW SHARON, MAHASKA COUNTY, 42 FEET SOUTH OF
 MH0110'MILEPOST 288, AT A 12-FOOT ARCH CATTLE PASS, IN THE NORTH END
 MH0110'OF THE EAST CONCRETE HEADWALL, 15 FEET EAST OF THE CENTERLINE OF
 MH0110'THE TRACK, AND ABOUT 4 FEET LOWER THAN THE RAIL.  A STANDARD
 MH0110'DISK, STAMPED M 87 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0175 ***********************************************************************
 NL0175  DESIGNATION -  M 89
 NL0175  PID         -  NL0175
 NL0175  STATE/COUNTY-  IA/GREENE
 NL0175  USGS QUAD   -  SCRANTON (1980)
 NL0175
 NL0175                         *CURRENT SURVEY CONTROL
 NL0175  ___________________________________________________________________
 NL0175* NAD 83(1986)-  42 01 17.     (N)    094 32 43.     (W)     SCALED    
 NL0175* NAVD 88     -       360.313  (meters)    1182.13   (feet)  ADJUSTED  
 NL0175  ___________________________________________________________________
 NL0175  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 NL0175  DYNAMIC HT  -         360.201 (meters)    1181.76  (feet)  COMP
 NL0175  MODELED GRAV-     980,300.4   (mgal)                       NAVD 88
 NL0175
 NL0175  VERT ORDER  -  SECOND    CLASS 0
 NL0175
 NL0175.The horizontal coordinates were scaled from a topographic map and have
 NL0175.an estimated accuracy of +/- 6 seconds.
 NL0175
 NL0175.The orthometric height was determined by differential leveling
 NL0175.and adjusted by the National Geodetic Survey in June 1991..
 NL0175
 NL0175.The geoid height was determined by GEOID03.
 NL0175
 NL0175.The dynamic height is computed by dividing the NAVD 88
 NL0175.geopotential number by the normal gravity value computed on the
 NL0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0175.degrees latitude (g = 980.6199 gals.).
 NL0175
 NL0175.The modeled gravity was interpolated from observed gravity values.
 NL0175
 NL0175;                    North         East    Units  Estimated Accuracy
 NL0175;SPC IA N     - 1,058,450.    1,413,430.      MT  (+/- 180 meters Scaled)
 NL0175
 NL0175                          SUPERSEDED SURVEY CONTROL
 NL0175
 NL0175  NGVD 29 (??/??/92)  360.261  (m)         1181.96   (f) ADJ UNCH    2 0
 NL0175
 NL0175.Superseded values are not recommended for survey control.
 NL0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0175.See file dsdata.txt to determine how the superseded data were derived.
 NL0175
 NL0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG720533(NAD 83)
 NL0175_MARKER: DB = BENCH MARK DISK
 NL0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0175_SP_SET: CONCRETE FOUNDATION
 NL0175_STAMPING: M 89 1935
 NL0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NL0175+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 NL0175
 NL0175  HISTORY     - Date     Condition        Report By
 NL0175  HISTORY     - 1935     MONUMENTED       CGS
 NL0175  HISTORY     - 20011006 GOOD             JCLS
 NL0175  HISTORY     - 20011008 GOOD             JCLS
 NL0175  HISTORY     - 20060828 GOOD             GEOCAC
 NL0175
 NL0175                          STATION DESCRIPTION
 NL0175
 NL0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0175'AT SCRANTON.
 NL0175'AT SCRANTON, GREENE COUNTY, AT THE CITY WATER TANK, AND IN THE
 NL0175'TOP OF THE SOUTH CORNER OF THE SOUTHWEST CONCRETE-BLOCK FOUNDATION.
 NL0175'A STANDARD DISK, STAMPED M 89 1935.
 NL0175
 NL0175                          STATION RECOVERY (2001)
 NL0175
 NL0175'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 NL0175'RECOVERED IN GOOD CONDITION.
 NL0175
 NL0175                          STATION RECOVERY (2001)
 NL0175
 NL0175'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 NL0175'RECOVERED AS DESCRIBED.
 NL0175
 NL0175                          STATION RECOVERY (2006)
 NL0175
 NL0175'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NL0175'SW OF INTERSECTION OF MAIN AND MADISON STREETS.  HANDHELD COORDINATES
 NL0175'N42 01 17.4 W094 32 45.2, SKY OBSCURED BY TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0800 ***********************************************************************
 LF0800  DESIGNATION -  M 9
 LF0800  PID         -  LF0800
 LF0800  STATE/COUNTY-  IA/FREMONT
 LF0800  USGS QUAD   -  HAMBURG (1984)
 LF0800
 LF0800                         *CURRENT SURVEY CONTROL
 LF0800  ___________________________________________________________________
 LF0800* NAD 83(1986)-  40 37 06.     (N)    095 38 23.     (W)     SCALED    
 LF0800* NAVD 88     -       278.508  (meters)     913.74   (feet)  ADJUSTED  
 LF0800  ___________________________________________________________________
 LF0800  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LF0800  DYNAMIC HT  -         278.360 (meters)     913.25  (feet)  COMP
 LF0800  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 LF0800
 LF0800  VERT ORDER  -  FIRST     CLASS II
 LF0800
 LF0800.The horizontal coordinates were scaled from a topographic map and have
 LF0800.an estimated accuracy of +/- 6 seconds.
 LF0800
 LF0800.The orthometric height was determined by differential leveling
 LF0800.and adjusted by the National Geodetic Survey in June 1991..
 LF0800
 LF0800.The geoid height was determined by GEOID03.
 LF0800
 LF0800.The dynamic height is computed by dividing the NAVD 88
 LF0800.geopotential number by the normal gravity value computed on the
 LF0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0800.degrees latitude (g = 980.6199 gals.).
 LF0800
 LF0800.The modeled gravity was interpolated from observed gravity values.
 LF0800
 LF0800;                    North         East    Units  Estimated Accuracy
 LF0800;SPC IA S     -    70,890.      318,960.      MT  (+/- 180 meters Scaled)
 LF0800
 LF0800                          SUPERSEDED SURVEY CONTROL
 LF0800
 LF0800  NGVD 29 (??/??/92)  278.406  (m)          913.40   (f) ADJ UNCH    1 2
 LF0800
 LF0800.Superseded values are not recommended for survey control.
 LF0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0800.See file dsdata.txt to determine how the superseded data were derived.
 LF0800
 LF0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE767997(NAD 83)
 LF0800_MARKER: DB = BENCH MARK DISK
 LF0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0800_STAMPING: M 9 1933
 LF0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0800+STABILITY: SURFACE MOTION
 LF0800
 LF0800  HISTORY     - Date     Condition        Report By
 LF0800  HISTORY     - 1933     MONUMENTED       CGS
 LF0800  HISTORY     - 1949     GOOD             NGS
 LF0800  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0800
 LF0800                          STATION DESCRIPTION
 LF0800
 LF0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0800'2.2 MI NE FROM HAMBURG.
 LF0800'2-1/4 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0800'RAILROAD FROM HAMBURG, FREMONT COUNTY, 1.4 MILES NORTHEAST OF
 LF0800'STEEL BRIDGE 38.03, 10 FEET WEST OF A FARM ROAD, AND 2 FEET
 LF0800'NORTH OF THE SOUTH FENCE LINE.  A STANDARD DISK, STAMPED M 9
 LF0800'1933 AND SET IN THE TOP OF A CONCRETE POST.
 LF0800
 LF0800                          STATION RECOVERY (1976)
 LF0800
 LF0800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0330 ***********************************************************************
 MJ0330  DESIGNATION -  M 90
 MJ0330  PID         -  MJ0330
 MJ0330  STATE/COUNTY-  IA/CRAWFORD
 MJ0330  USGS QUAD   -  MANILLA (1978)
 MJ0330
 MJ0330                         *CURRENT SURVEY CONTROL
 MJ0330  ___________________________________________________________________
 MJ0330* NAD 83(1986)-  41 54 47.     (N)    095 07 53.     (W)     SCALED    
 MJ0330* NAVD 88     -       421.010  (meters)    1381.26   (feet)  ADJUSTED  
 MJ0330  ___________________________________________________________________
 MJ0330  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 MJ0330  DYNAMIC HT  -         420.815 (meters)    1380.62  (feet)  COMP
 MJ0330  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 MJ0330
 MJ0330  VERT ORDER  -  SECOND    CLASS 0
 MJ0330
 MJ0330.The horizontal coordinates were scaled from a topographic map and have
 MJ0330.an estimated accuracy of +/- 6 seconds.
 MJ0330
 MJ0330.The orthometric height was determined by differential leveling
 MJ0330.and adjusted by the National Geodetic Survey in June 1991..
 MJ0330
 MJ0330.The geoid height was determined by GEOID03.
 MJ0330
 MJ0330.The dynamic height is computed by dividing the NAVD 88
 MJ0330.geopotential number by the normal gravity value computed on the
 MJ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0330.degrees latitude (g = 980.6199 gals.).
 MJ0330
 MJ0330.The modeled gravity was interpolated from observed gravity values.
 MJ0330
 MJ0330;                    North         East    Units  Estimated Accuracy
 MJ0330;SPC IA N     - 1,047,190.    1,364,660.      MT  (+/- 180 meters Scaled)
 MJ0330
 MJ0330                          SUPERSEDED SURVEY CONTROL
 MJ0330
 MJ0330.No superseded survey control is available for this station.
 MJ0330
 MJ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG232423(NAD 83)
 MJ0330_MARKER: DB = BENCH MARK DISK
 MJ0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0330_SP_SET: BRIDGE
 MJ0330_STAMPING: M-90 1935
 MJ0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0330
 MJ0330  HISTORY     - Date     Condition        Report By
 MJ0330  HISTORY     - 1935     MONUMENTED       CGS
 MJ0330
 MJ0330                          STATION DESCRIPTION
 MJ0330
 MJ0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0330'AT ASPINWALL.
 MJ0330'AT ASPINWALL ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 MJ0330'RAILROAD AT ROAD CROSSING, MILEPOLE 416, OVERPASS 1350, 8 POLES
 MJ0330'EAST OF DEPOT.  SET ON THE SOUTH END OF THE WEST CONCRETE
 MJ0330'ABUTMENT, 8 FT SOUTH OF CENTERLINE OF SOUTH TRACKS AND 1 FOOT
 MJ0330'BELOW RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0331 ***********************************************************************
 MJ0331  DESIGNATION -  M 90 RESET
 MJ0331  PID         -  MJ0331
 MJ0331  STATE/COUNTY-  IA/CRAWFORD
 MJ0331  USGS QUAD   -  MANILLA (1978)
 MJ0331
 MJ0331                         *CURRENT SURVEY CONTROL
 MJ0331  ___________________________________________________________________
 MJ0331* NAD 83(1986)-  41 54 47.     (N)    095 07 54.     (W)     SCALED    
 MJ0331* NAVD 88     -       421.075  (meters)    1381.48   (feet)  ADJUSTED  
 MJ0331  ___________________________________________________________________
 MJ0331  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 MJ0331  DYNAMIC HT  -         420.880 (meters)    1380.84  (feet)  COMP
 MJ0331  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 MJ0331
 MJ0331  VERT ORDER  -  SECOND    CLASS 0
 MJ0331
 MJ0331.The horizontal coordinates were scaled from a topographic map and have
 MJ0331.an estimated accuracy of +/- 6 seconds.
 MJ0331
 MJ0331.The orthometric height was determined by differential leveling
 MJ0331.and adjusted by the National Geodetic Survey in June 1991..
 MJ0331
 MJ0331.The geoid height was determined by GEOID03.
 MJ0331
 MJ0331.The dynamic height is computed by dividing the NAVD 88
 MJ0331.geopotential number by the normal gravity value computed on the
 MJ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0331.degrees latitude (g = 980.6199 gals.).
 MJ0331
 MJ0331.The modeled gravity was interpolated from observed gravity values.
 MJ0331
 MJ0331;                    North         East    Units  Estimated Accuracy
 MJ0331;SPC IA N     - 1,047,190.    1,364,640.      MT  (+/- 180 meters Scaled)
 MJ0331
 MJ0331                          SUPERSEDED SURVEY CONTROL
 MJ0331
 MJ0331  NGVD 29 (??/??/92)  420.937  (m)         1381.02   (f) ADJ UNCH    2 0
 MJ0331
 MJ0331.Superseded values are not recommended for survey control.
 MJ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0331.See file dsdata.txt to determine how the superseded data were derived.
 MJ0331
 MJ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG232423(NAD 83)
 MJ0331_MARKER: DB = BENCH MARK DISK
 MJ0331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0331_SP_SET: BRIDGE
 MJ0331_STAMPING: M 90 RESET 1940 1380.670
 MJ0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0331
 MJ0331  HISTORY     - Date     Condition        Report By
 MJ0331  HISTORY     - 1940     MONUMENTED       CGS
 MJ0331  HISTORY     - 1949     GOOD             NGS
 MJ0331
 MJ0331                          STATION DESCRIPTION
 MJ0331
 MJ0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0331'AT ASPINWALL.
 MJ0331'AT ASPINWALL, CRAWFORD COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 MJ0331'PAUL AND PACIFIC RAILROAD, 8 POLES EAST OF THE STATION, AT MILEPOST
 MJ0331'416, AT A ROAD CROSSING, AT BRIDGE Z 1350, AND IN THE TOP OF THE
 MJ0331'SOUTHWEST CORNER OF THE WEST BACKWALL.  A STANDARD DISK, STAMPED
 MJ0331'1380.670 M 90 RESET 1940.  NOTE-- THIS BENCH MARK WAS ESTABLISHED
 MJ0331'IN JANUARY 1941 BY ENGINEERS OF THE CHICAGO, MILWAUKEE, ST. PAUL
 MJ0331'AND PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0939 ***********************************************************************
 NL0939  DESIGNATION -  M 91 RESET
 NL0939  PID         -  NL0939
 NL0939  STATE/COUNTY-  IA/MONONA
 NL0939  USGS QUAD   -  UTE (1971)
 NL0939
 NL0939                         *CURRENT SURVEY CONTROL
 NL0939  ___________________________________________________________________
 NL0939* NAD 83(1986)-  42 02 42.     (N)    095 42 02.     (W)     SCALED    
 NL0939* NAVD 88     -       362.17   (meters)    1188.2    (feet)  RESET     
 NL0939  ___________________________________________________________________
 NL0939  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 NL0939
 NL0939  VERT ORDER  -  THIRD
 NL0939
 NL0939.The horizontal coordinates were scaled from a topographic map and have
 NL0939.an estimated accuracy of +/- 6 seconds.
 NL0939
 NL0939.The orthometric height was computed from unverified reset data.
 NL0939
 NL0939.The geoid height was determined by GEOID03.
 NL0939
 NL0939;                    North         East    Units  Estimated Accuracy
 NL0939;SPC IA N     - 1,062,910.    1,317,830.      MT  (+/- 180 meters Scaled)
 NL0939
 NL0939                          SUPERSEDED SURVEY CONTROL
 NL0939
 NL0939  NGVD 29 (05/12/04)  362.02   (m)         1187.7    (f) RESET       3  
 NL0939
 NL0939.Superseded values are not recommended for survey control.
 NL0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0939.See file dsdata.txt to determine how the superseded data were derived.
 NL0939
 NL0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG764583(NAD 83)
 NL0939_MARKER: DB = BENCH MARK DISK
 NL0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0939_SP_SET: CONCRETE POST
 NL0939_STAMPING: M 91 RESET 1982
 NL0939_MARK LOGO: NGS   
 NL0939_PROJECTION: PROJECTING 10 CENTIMETERS
 NL0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0939+STABILITY: SURFACE MOTION
 NL0939
 NL0939  HISTORY     - Date     Condition        Report By
 NL0939  HISTORY     - 1982     MONUMENTED       NGS
 NL0939
 NL0939                          STATION DESCRIPTION
 NL0939
 NL0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NL0939'IN UTE.
 NL0939'IN UTE, 0.48 KM (0.30 MI) EAST ALONG THE MAIN STREET, FROM THE POST
 NL0939'OFFICE, THENCE 0.56 KM (0.35 MI) RIGHT AND SOUTH ALONG A STREET TO
 NL0939'THE MARK ON THE LEFT, 8.8 M (28.9 FT) EAST FROM THE CENTERLINE OF THE
 NL0939'ROAD, 2.51 M (8.2 FT) SOUTHEAST FROM A POWERLINE POLE, 0.67 M
 NL0939'(2.2 FT) SOUTH FROM A FENCE CORNER.
 NL0939'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 NL0939'THE MARK IS 1.6 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0380 ***********************************************************************
 NL0380  DESIGNATION -  M 92
 NL0380  PID         -  NL0380
 NL0380  STATE/COUNTY-  IA/WOODBURY
 NL0380  USGS QUAD   -  OTO (1969)
 NL0380
 NL0380                         *CURRENT SURVEY CONTROL
 NL0380  ___________________________________________________________________
 NL0380* NAD 83(1986)-  42 16 02.     (N)    095 54 27.     (W)     SCALED    
 NL0380* NAVD 88     -       332.013  (meters)    1089.28   (feet)  ADJUSTED  
 NL0380  ___________________________________________________________________
 NL0380  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 NL0380  DYNAMIC HT  -         331.898 (meters)    1088.90  (feet)  COMP
 NL0380  MODELED GRAV-     980,267.2   (mgal)                       NAVD 88
 NL0380
 NL0380  VERT ORDER  -  SECOND    CLASS 0
 NL0380
 NL0380.The horizontal coordinates were scaled from a topographic map and have
 NL0380.an estimated accuracy of +/- 6 seconds.
 NL0380
 NL0380.The orthometric height was determined by differential leveling
 NL0380.and adjusted by the National Geodetic Survey in June 1991..
 NL0380
 NL0380.The geoid height was determined by GEOID03.
 NL0380
 NL0380.The dynamic height is computed by dividing the NAVD 88
 NL0380.geopotential number by the normal gravity value computed on the
 NL0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0380.degrees latitude (g = 980.6199 gals.).
 NL0380
 NL0380.The modeled gravity was interpolated from observed gravity values.
 NL0380
 NL0380;                    North         East    Units  Estimated Accuracy
 NL0380;SPC IA N     - 1,088,050.    1,301,410.      MT  (+/- 180 meters Scaled)
 NL0380
 NL0380                          SUPERSEDED SURVEY CONTROL
 NL0380
 NL0380  NGVD 29 (??/??/92)  331.857  (m)         1088.77   (f) ADJ UNCH    2 0
 NL0380
 NL0380.Superseded values are not recommended for survey control.
 NL0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0380.See file dsdata.txt to determine how the superseded data were derived.
 NL0380
 NL0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG602835(NAD 83)
 NL0380_MARKER: DB = BENCH MARK DISK
 NL0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0380_SP_SET: CULVERT
 NL0380_STAMPING: M 92 1935
 NL0380_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NL0380+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 NL0380
 NL0380  HISTORY     - Date     Condition        Report By
 NL0380  HISTORY     - 1935     MONUMENTED       CGS
 NL0380  HISTORY     - 1942     GOOD             NGS
 NL0380  HISTORY     - 19930101 GOOD             NGS
 NL0380  HISTORY     - 20021031 GOOD             JCLS
 NL0380
 NL0380                          STATION DESCRIPTION
 NL0380
 NL0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NL0380'1.6 MI SW FROM OTO.
 NL0380'1.6 MILES SOUTHWEST ALONG THE OLD ROADBED OF THE ABANDONED
 NL0380'ILLINOIS CENTRAL RAILROAD FROM THE SITE OF THE FORMER STATION
 NL0380'AT OTO, WOODBURY COUNTY, 65 FEET NORTHWEST OF THE CENTERLINE
 NL0380'OF THE OLD ROADBED, AT A 4- BY 6-FOOT CONCRETE CATTLE PASS
 NL0380'UNDER STATE HIGHWAY 31, IN THE CENTER OF THE TOP OF THE
 NL0380'SOUTHEAST HEADWALL, 25 FEET SOUTHEAST OF THE CENTERLINE OF THE
 NL0380'HIGHWAY, AND ABOUT 8 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 NL0380'DISK, STAMPED M 92 1935.
 NL0380
 NL0380                          STATION RECOVERY (1993)
 NL0380
 NL0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RDW)
 NL0380'RECOVERED AS GOOD.
 NL0380
 NL0380                          STATION RECOVERY (2002)
 NL0380
 NL0380'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 NL0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0293 ***********************************************************************
 NL0293  DESIGNATION -  M 93
 NL0293  PID         -  NL0293
 NL0293  STATE/COUNTY-  IA/SAC
 NL0293  USGS QUAD   -  LAKE VIEW (1980)
 NL0293
 NL0293                         *CURRENT SURVEY CONTROL
 NL0293  ___________________________________________________________________
 NL0293* NAD 83(1986)-  42 15 34.     (N)    095 01 58.     (W)     SCALED    
 NL0293* NAVD 88     -       380.703  (meters)    1249.02   (feet)  ADJUSTED  
 NL0293  ___________________________________________________________________
 NL0293  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 NL0293  DYNAMIC HT  -         380.552 (meters)    1248.53  (feet)  COMP
 NL0293  MODELED GRAV-     980,214.7   (mgal)                       NAVD 88
 NL0293
 NL0293  VERT ORDER  -  SECOND    CLASS 0
 NL0293
 NL0293.The horizontal coordinates were scaled from a topographic map and have
 NL0293.an estimated accuracy of +/- 6 seconds.
 NL0293
 NL0293.The orthometric height was determined by differential leveling
 NL0293.and adjusted by the National Geodetic Survey in June 1991..
 NL0293
 NL0293.The geoid height was determined by GEOID03.
 NL0293
 NL0293.The dynamic height is computed by dividing the NAVD 88
 NL0293.geopotential number by the normal gravity value computed on the
 NL0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0293.degrees latitude (g = 980.6199 gals.).
 NL0293
 NL0293.The modeled gravity was interpolated from observed gravity values.
 NL0293
 NL0293;                    North         East    Units  Estimated Accuracy
 NL0293;SPC IA N     - 1,085,500.    1,373,540.      MT  (+/- 180 meters Scaled)
 NL0293
 NL0293                          SUPERSEDED SURVEY CONTROL
 NL0293
 NL0293  NGVD 29 (??/??/92)  380.589  (m)         1248.65   (f) ADJ UNCH    2 0
 NL0293
 NL0293.Superseded values are not recommended for survey control.
 NL0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0293.See file dsdata.txt to determine how the superseded data were derived.
 NL0293
 NL0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG323805(NAD 83)
 NL0293_MARKER: DB = BENCH MARK DISK
 NL0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0293_STAMPING: M 93 1935
 NL0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0293+STABILITY: SURFACE MOTION
 NL0293
 NL0293  HISTORY     - Date     Condition        Report By
 NL0293  HISTORY     - 1935     MONUMENTED       CGS
 NL0293  HISTORY     - 1943     GOOD             NGS
 NL0293  HISTORY     - 1975     POOR             NGS
 NL0293
 NL0293                          STATION DESCRIPTION
 NL0293
 NL0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0293'0.7 MI NW FROM CARNARVON.
 NL0293'0.7 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0293'FROM THE STATION AT CARNARVON, SAC COUNTY, 400 FEET NORTHWEST
 NL0293'OF THE ILLINOIS CENTRAL RAILROAD CROSSING, AT A ROAD CROSSING
 NL0293'AND CULVERT 1204-3/4, 39 FEET SOUTHWEST OF THE CENTERLINE OF
 NL0293'THE TRACK, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 12 FEET
 NL0293'NORTH OF A FENCE CORNER, AND AT THE NORTH SOUTH FENCE LINE.
 NL0293'A STANDARD DISK, STAMPED M 93 1935 AND SET IN THE TOP OF A
 NL0293'CONCRETE POST.
 NL0293
 NL0293                          STATION RECOVERY (1975)
 NL0293
 NL0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0293'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0341 ***********************************************************************
 NL0341  DESIGNATION -  M 94
 NL0341  PID         -  NL0341
 NL0341  STATE/COUNTY-  IA/CRAWFORD
 NL0341  USGS QUAD   -  SCHLESWIG (1971)
 NL0341
 NL0341                         *CURRENT SURVEY CONTROL
 NL0341  ___________________________________________________________________
 NL0341* NAD 83(1986)-  42 09 21.     (N)    095 27 17.     (W)     SCALED    
 NL0341* NAVD 88     -       456.024  (meters)    1496.14   (feet)  ADJUSTED  
 NL0341  ___________________________________________________________________
 NL0341  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 NL0341  DYNAMIC HT  -         455.841 (meters)    1495.54  (feet)  COMP
 NL0341  MODELED GRAV-     980,206.3   (mgal)                       NAVD 88
 NL0341
 NL0341  VERT ORDER  -  SECOND    CLASS 0
 NL0341
 NL0341.The horizontal coordinates were scaled from a topographic map and have
 NL0341.an estimated accuracy of +/- 6 seconds.
 NL0341
 NL0341.The orthometric height was determined by differential leveling
 NL0341.and adjusted by the National Geodetic Survey in June 1991..
 NL0341
 NL0341.The geoid height was determined by GEOID03.
 NL0341
 NL0341.The dynamic height is computed by dividing the NAVD 88
 NL0341.geopotential number by the normal gravity value computed on the
 NL0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0341.degrees latitude (g = 980.6199 gals.).
 NL0341
 NL0341.The modeled gravity was interpolated from observed gravity values.
 NL0341
 NL0341;                    North         East    Units  Estimated Accuracy
 NL0341;SPC IA N     - 1,074,720.    1,338,460.      MT  (+/- 180 meters Scaled)
 NL0341
 NL0341                          SUPERSEDED SURVEY CONTROL
 NL0341
 NL0341  NGVD 29 (??/??/92)  455.862  (m)         1495.61   (f) ADJ UNCH    2 0
 NL0341
 NL0341.Superseded values are not recommended for survey control.
 NL0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0341.See file dsdata.txt to determine how the superseded data were derived.
 NL0341
 NL0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG971699(NAD 83)
 NL0341_MARKER: DB = BENCH MARK DISK
 NL0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0341_STAMPING: M 94 1935
 NL0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0341+STABILITY: SURFACE MOTION
 NL0341
 NL0341  HISTORY     - Date     Condition        Report By
 NL0341  HISTORY     - 1935     MONUMENTED       CGS
 NL0341  HISTORY     - 1943     GOOD             NGS
 NL0341  HISTORY     - 1966     MARK NOT FOUND   NGS
 NL0341
 NL0341                          STATION DESCRIPTION
 NL0341
 NL0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0341'1.2 MI SW FROM SCHLESWIG.
 NL0341'1.2 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0341'FROM THE STATION AT SCHLESWIG, CRAWFORD COUNTY, AT POLE 24+06,
 NL0341'8 POLES EAST OF A HIGHWAY OVERPASS, 325 FEET EAST OF CATTLE
 NL0341'PASS 163, 48 FEET NORTH OF THE CENTERLINE OF THE TRACK, 11 FEET
 NL0341'EAST OF THE CENTER OF A GATE, AND 3 FEET LOWER THAN THE TRACK.
 NL0341'A STANDARD DISK, STAMPED M 94 1935 AND SET IN THE TOP OF A
 NL0341'CONCRETE POST.
 NL0341
 NL0341                          STATION RECOVERY (1966)
 NL0341
 NL0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NL0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0944 ***********************************************************************
 MJ0944  DESIGNATION -  M 95
 MJ0944  PID         -  MJ0944
 MJ0944  STATE/COUNTY-  IA/MONONA
 MJ0944  USGS QUAD   -  MOORHEAD NW (1971)
 MJ0944
 MJ0944                         *CURRENT SURVEY CONTROL
 MJ0944  ___________________________________________________________________
 MJ0944* NAD 83(1986)-  41 53 15.     (N)    095 53 29.     (W)     SCALED    
 MJ0944* NAVD 88     -       331.141  (meters)    1086.42   (feet)  ADJUSTED  
 MJ0944  ___________________________________________________________________
 MJ0944  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 MJ0944  DYNAMIC HT  -         331.009 (meters)    1085.99  (feet)  COMP
 MJ0944  MODELED GRAV-     980,215.0   (mgal)                       NAVD 88
 MJ0944
 MJ0944  VERT ORDER  -  SECOND    CLASS 0
 MJ0944
 MJ0944.The horizontal coordinates were scaled from a topographic map and have
 MJ0944.an estimated accuracy of +/- 6 seconds.
 MJ0944
 MJ0944.The orthometric height was determined by differential leveling
 MJ0944.and adjusted by the National Geodetic Survey in June 1991..
 MJ0944
 MJ0944.The geoid height was determined by GEOID03.
 MJ0944
 MJ0944.The dynamic height is computed by dividing the NAVD 88
 MJ0944.geopotential number by the normal gravity value computed on the
 MJ0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0944.degrees latitude (g = 980.6199 gals.).
 MJ0944
 MJ0944.The modeled gravity was interpolated from observed gravity values.
 MJ0944
 MJ0944;                    North         East    Units  Estimated Accuracy
 MJ0944;SPC IA N     - 1,045,850.    1,301,540.      MT  (+/- 180 meters Scaled)
 MJ0944
 MJ0944                          SUPERSEDED SURVEY CONTROL
 MJ0944
 MJ0944  NGVD 29 (??/??/92)  330.992  (m)         1085.93   (f) ADJ UNCH    2 0
 MJ0944
 MJ0944.Superseded values are not recommended for survey control.
 MJ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0944.See file dsdata.txt to determine how the superseded data were derived.
 MJ0944
 MJ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG601413(NAD 83)
 MJ0944_MARKER: DB = BENCH MARK DISK
 MJ0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0944_STAMPING: M 95 1935
 MJ0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0944+STABILITY: SURFACE MOTION
 MJ0944
 MJ0944  HISTORY     - Date     Condition        Report By
 MJ0944  HISTORY     - 1935     MONUMENTED       CGS
 MJ0944  HISTORY     - 1949     GOOD             NGS
 MJ0944  HISTORY     - 20060829 GOOD             GEOCAC
 MJ0944
 MJ0944                          STATION DESCRIPTION
 MJ0944
 MJ0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0944'4.5 MI N FROM PISGAH.
 MJ0944'4.5 MILES NORTH ALONG IOWA STATE HIGHWAY 183 FROM THE CHICAGO
 MJ0944'AND NORTH WESTERN RAILWAY STATION AT PISGAH, AT A ROAD INTERSECTION
 MJ0944'AND RAILROAD CROSSING, 0.15 MILE NORTH OF A CONCRETE BRIDGE, 74
 MJ0944'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET SOUTH OF THE
 MJ0944'CENTER LINE OF A DIRT ROAD LEADING EAST, 32.3 FEET WEST OF THE
 MJ0944'WEST RAIL OF THE CHICAGO AND NORTH WESTERN RAILWAY, 1.2 FEET SOUTH
 MJ0944'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 MJ0944'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MJ0944
 MJ0944                          STATION RECOVERY (2006)
 MJ0944
 MJ0944'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MJ0944'SOUTHEAST OF HWY 183, SOUTH OF GRAVEL ROAD PEACH AVE, 1/2 FT NORTH OF
 MJ0944'ORANGE POST, ABOUT FLUSH. RAILROAD IS GONE. HANDHELD COORDINATES N41
 MJ0944'53 15.2 W095 53 30.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0956 ***********************************************************************
 MJ0956  DESIGNATION -  M 96
 MJ0956  PID         -  MJ0956
 MJ0956  STATE/COUNTY-  IA/SHELBY
 MJ0956  USGS QUAD   -  PERSIA (1978)
 MJ0956
 MJ0956                         *CURRENT SURVEY CONTROL
 MJ0956  ___________________________________________________________________
 MJ0956* NAD 83(1986)-  41 37 02.     (N)    095 32 15.     (W)     SCALED    
 MJ0956* NAVD 88     -       359.269  (meters)    1178.70   (feet)  ADJUSTED  
 MJ0956  ___________________________________________________________________
 MJ0956  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 MJ0956  DYNAMIC HT  -         359.098 (meters)    1178.14  (feet)  COMP
 MJ0956  MODELED GRAV-     980,137.8   (mgal)                       NAVD 88
 MJ0956
 MJ0956  VERT ORDER  -  SECOND    CLASS 0
 MJ0956
 MJ0956.The horizontal coordinates were scaled from a topographic map and have
 MJ0956.an estimated accuracy of +/- 6 seconds.
 MJ0956
 MJ0956.The orthometric height was determined by differential leveling
 MJ0956.and adjusted by the National Geodetic Survey in June 1991..
 MJ0956
 MJ0956.The geoid height was determined by GEOID03.
 MJ0956
 MJ0956.The dynamic height is computed by dividing the NAVD 88
 MJ0956.geopotential number by the normal gravity value computed on the
 MJ0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0956.degrees latitude (g = 980.6199 gals.).
 MJ0956
 MJ0956.The modeled gravity was interpolated from observed gravity values.
 MJ0956
 MJ0956;                    North         East    Units  Estimated Accuracy
 MJ0956;SPC IA S     -   181,580.      330,200.      MT  (+/- 180 meters Scaled)
 MJ0956
 MJ0956                          SUPERSEDED SURVEY CONTROL
 MJ0956
 MJ0956  NGVD 29 (??/??/92)  359.145  (m)         1178.29   (f) ADJ UNCH    2 0
 MJ0956
 MJ0956.Superseded values are not recommended for survey control.
 MJ0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0956.See file dsdata.txt to determine how the superseded data were derived.
 MJ0956
 MJ0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG885103(NAD 83)
 MJ0956_MARKER: DB = BENCH MARK DISK
 MJ0956_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0956_SP_SET: BRIDGE
 MJ0956_STAMPING: 1178.121 M 96 1935
 MJ0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0956
 MJ0956  HISTORY     - Date     Condition        Report By
 MJ0956  HISTORY     - 1935     MONUMENTED       CGS
 MJ0956  HISTORY     - 1949     GOOD             NGS
 MJ0956
 MJ0956                          STATION DESCRIPTION
 MJ0956
 MJ0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0956'2.5 MI SW FROM PORTSMOUTH.
 MJ0956'2.5 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0956'PACIFIC RAILROAD FROM THE STATION AT PORTSMOUTH, SHELBY COUNTY,
 MJ0956'27-1/2 POLES SOUTHWEST OF MILEPOST 449, AT 50-FOOT CONCRETE DECK
 MJ0956'BRIDGE Z 1486, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 MJ0956'WALL, 6 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 MJ0956'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED 1178.121
 MJ0956'M 96 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0280 ***********************************************************************
 LF0280  DESIGNATION -  M 98
 LF0280  PID         -  LF0280
 LF0280  STATE/COUNTY-  IA/MONTGOMERY
 LF0280  USGS QUAD   -  COBURG (1978)
 LF0280
 LF0280                         *CURRENT SURVEY CONTROL
 LF0280  ___________________________________________________________________
 LF0280* NAD 83(1986)-  40 55 03.     (N)    095 16 00.     (W)     SCALED    
 LF0280* NAVD 88     -       305.980  (meters)    1003.87   (feet)  ADJUSTED  
 LF0280  ___________________________________________________________________
 LF0280  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LF0280  DYNAMIC HT  -         305.821 (meters)    1003.35  (feet)  COMP
 LF0280  MODELED GRAV-     980,098.9   (mgal)                       NAVD 88
 LF0280
 LF0280  VERT ORDER  -  SECOND    CLASS 0
 LF0280
 LF0280.The horizontal coordinates were scaled from a topographic map and have
 LF0280.an estimated accuracy of +/- 6 seconds.
 LF0280
 LF0280.The orthometric height was determined by differential leveling
 LF0280.and adjusted by the National Geodetic Survey in June 1991..
 LF0280
 LF0280.The geoid height was determined by GEOID03.
 LF0280
 LF0280.The dynamic height is computed by dividing the NAVD 88
 LF0280.geopotential number by the normal gravity value computed on the
 LF0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0280.degrees latitude (g = 980.6199 gals.).
 LF0280
 LF0280.The modeled gravity was interpolated from observed gravity values.
 LF0280
 LF0280;                    North         East    Units  Estimated Accuracy
 LF0280;SPC IA S     -   103,400.      351,190.      MT  (+/- 180 meters Scaled)
 LF0280
 LF0280                          SUPERSEDED SURVEY CONTROL
 LF0280
 LF0280  NGVD 29 (??/??/92)  305.898  (m)         1003.60   (f) ADJ UNCH    2 0
 LF0280
 LF0280.Superseded values are not recommended for survey control.
 LF0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0280.See file dsdata.txt to determine how the superseded data were derived.
 LF0280
 LF0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF091320(NAD 83)
 LF0280_MARKER: DB = BENCH MARK DISK
 LF0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0280_STAMPING: M 98 1935
 LF0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0280+STABILITY: SURFACE MOTION
 LF0280
 LF0280  HISTORY     - Date     Condition        Report By
 LF0280  HISTORY     - 1935     MONUMENTED       CGS
 LF0280  HISTORY     - 1949     GOOD             NGS
 LF0280
 LF0280                          STATION DESCRIPTION
 LF0280
 LF0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0280'AT COBURG.
 LF0280'51 YARDS (PACED) NORTHEAST OF THE NORTHEAST CORNER OF THE
 LF0280'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT COBURG, 49
 LF0280'FEET SOUTHEAST OF MILEPOST 7, 49 FEET NORTH OF THE CENTER LINE
 LF0280'OF A GRAVELED ROAD, 33 FEET EAST OF THE EAST RAIL OF THE MAIN
 LF0280'TRACK, 9.3 FEET NORTHWEST OF A TELEPHONE POLE, 1.0 WEST OF A
 LF0280'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LF0280'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0454 ***********************************************************************
 MJ0454  DESIGNATION -  M 99
 MJ0454  PID         -  MJ0454
 MJ0454  STATE/COUNTY-  IA/CASS
 MJ0454  USGS QUAD   -  ATLANTIC (1971)
 MJ0454
 MJ0454                         *CURRENT SURVEY CONTROL
 MJ0454  ___________________________________________________________________
 MJ0454* NAD 83(1986)-  41 24 09.     (N)    095 01 37.     (W)     SCALED    
 MJ0454* NAVD 88     -       348.460  (meters)    1143.24   (feet)  ADJUSTED  
 MJ0454  ___________________________________________________________________
 MJ0454  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 MJ0454  DYNAMIC HT  -         348.333 (meters)    1142.82  (feet)  COMP
 MJ0454  MODELED GRAV-     980,247.4   (mgal)                       NAVD 88
 MJ0454
 MJ0454  VERT ORDER  -  SECOND    CLASS 0
 MJ0454
 MJ0454.The horizontal coordinates were scaled from a topographic map and have
 MJ0454.an estimated accuracy of +/- 6 seconds.
 MJ0454
 MJ0454.The orthometric height was determined by differential leveling
 MJ0454.and adjusted by the National Geodetic Survey in June 1991..
 MJ0454
 MJ0454.The geoid height was determined by GEOID03.
 MJ0454
 MJ0454.The dynamic height is computed by dividing the NAVD 88
 MJ0454.geopotential number by the normal gravity value computed on the
 MJ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0454.degrees latitude (g = 980.6199 gals.).
 MJ0454
 MJ0454.The modeled gravity was interpolated from observed gravity values.
 MJ0454
 MJ0454;                    North         East    Units  Estimated Accuracy
 MJ0454;SPC IA S     -   156,870.      372,330.      MT  (+/- 180 meters Scaled)
 MJ0454
 MJ0454                          SUPERSEDED SURVEY CONTROL
 MJ0454
 MJ0454  NGVD 29 (??/??/92)  348.400  (m)         1143.04   (f) ADJ UNCH    2 0
 MJ0454
 MJ0454.Superseded values are not recommended for survey control.
 MJ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0454.See file dsdata.txt to determine how the superseded data were derived.
 MJ0454
 MJ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF305854(NAD 83)
 MJ0454_MARKER: DB = BENCH MARK DISK
 MJ0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0454_STAMPING: M 99 1935
 MJ0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0454+STABILITY: SURFACE MOTION
 MJ0454
 MJ0454  HISTORY     - Date     Condition        Report By
 MJ0454  HISTORY     - 1935     MONUMENTED       CGS
 MJ0454  HISTORY     - 1969     MARK NOT FOUND   USGS
 MJ0454
 MJ0454                          STATION DESCRIPTION
 MJ0454
 MJ0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0454'AT ATLANTIC.
 MJ0454'AT ATLANTIC, CASS COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0454'RAILROAD, AT THE CROSSING OF U.S. HIGHWAY 6, 72 FEET NORTH OF THE
 MJ0454'CENTERLINE OF THE HIGHWAY, 67 FEET EAST OF THE CENTERLINE OF
 MJ0454'THE TRACK, 24 FEET NORTH OF A POLE, 6 FEET WEST OF A FENCE LINE,
 MJ0454'AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MJ0454'M 99 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BLDG.
 MJ0454'AND HWY. IMPROVEMENTS AROUND SITE OF MARK.
 MJ0454
 MJ0454                          STATION RECOVERY (1969)
 MJ0454
 MJ0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MJ0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0839 ***********************************************************************
 NJ0839  DESIGNATION -  MACHINE
 NJ0839  PID         -  NJ0839
 NJ0839  STATE/COUNTY-  IA/FAYETTE
 NJ0839  USGS QUAD   -  FAYETTE (1981)
 NJ0839
 NJ0839                         *CURRENT SURVEY CONTROL
 NJ0839  ___________________________________________________________________
 NJ0839* NAD 83(1996)-  42 46 27.10789(N)    091 46 29.22238(W)     ADJUSTED  
 NJ0839* NAVD 88     -       403.     (meters)    1322.     (feet)  SCALED    
 NJ0839  ___________________________________________________________________
 NJ0839  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 NJ0839  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 NJ0839
 NJ0839  HORZ ORDER  -  FIRST
 NJ0839
 NJ0839.The horizontal coordinates were established by classical geodetic methods
 NJ0839.and adjusted by the National Geodetic Survey in May 1999..
 NJ0839
 NJ0839.The orthometric height was scaled from a topographic map.
 NJ0839
 NJ0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0839
 NJ0839.The geoid height was determined by GEOID03.
 NJ0839
 NJ0839;                    North         East     Units Scale Factor Converg.
 NJ0839;SPC IA N     - 1,142,974.311 1,641,172.547   MT  0.99994709   +1 10 09.3
 NJ0839;UTM  15      - 4,736,468.054   600,230.855   MT  0.99972359   +0 49 55.7
 NJ0839
 NJ0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0839!SPC IA N     -   0.99994160  x   0.99994709  =   0.99988870
 NJ0839!UTM  15      -   0.99994160  x   0.99972359  =   0.99966521
 NJ0839
 NJ0839|---------------------------------------------------------------------|
 NJ0839| PID    Reference Object                     Distance      Geod. Az  |
 NJ0839|                                                           dddmmss.s |
 NJ0839| CI5908 MACHINE RM 1                         20.772 METERS 00157     |
 NJ0839| NJ0809 ARLINGTON METH EPIS CH SPIRE        APPROX. 9.1 KM 1085530.5 |
 NJ0839| NJ0812 ARLINGTON ST JOHNS LUTH CH TWR      APPROX. 8.7 KM 1102715.9 |
 NJ0839| CI5906 MACHINE AZ MK                                      1825245.0 |
 NJ0839| NJ0840 MACHINE RM 3                         11.023 METERS 22630     |
 NJ0839| CI5909 MACHINE RM 2                         28.057 METERS 25738     |
 NJ0839| NJ0845 MAYNARD MUNICIPAL TANK              APPROX. 8.6 KM 2685802.6 |
 NJ0839| CI5907 MACHINE AZ MK RESET                                3592006.7 |
 NJ0839|---------------------------------------------------------------------|
 NJ0839
 NJ0839                          SUPERSEDED SURVEY CONTROL
 NJ0839
 NJ0839  NAD 83(1996)-  42 46 27.10763(N)    091 46 29.22186(W) AD(       ) 1
 NJ0839  NAD 83(1986)-  42 46 27.09762(N)    091 46 29.22278(W) AD(       ) 1
 NJ0839  NAD 27      -  42 46 27.15930(N)    091 46 28.63480(W) AD(       ) 1
 NJ0839
 NJ0839.Superseded values are not recommended for survey control.
 NJ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0839.See file dsdata.txt to determine how the superseded data were derived.
 NJ0839
 NJ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0023136468(NAD 83)
 NJ0839_MARKER: DS = TRIANGULATION STATION DISK
 NJ0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0839
 NJ0839  HISTORY     - Date     Condition        Report By
 NJ0839  HISTORY     - 1935     MONUMENTED       CGS
 NJ0839  HISTORY     - 1961     GOOD             CGS
 NJ0839
 NJ0839                          STATION DESCRIPTION
 NJ0839
 NJ0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0839'THIS STATION IS ABOUT 5-1/2 MILES E OF MAYNARD, ABOUT 5 MILES
 NJ0839'E OF S OF FAYETTE, AND ABOUT 6 MILES NNW OF ARLINGTON, NEAR
 NJ0839'THE S SIDE CENTER OF SEC. 15, T 92 N, R 8 W, ON LAND OWNED BY
 NJ0839'OLIVER STEVENSON AND OCCUPIED BY W.A. HULBERT.  THE STATION MARK
 NJ0839'IS AT W SIDE OF BARN LOT IN E RIGHT-OF-WAY FENCE ON N-S DIRT
 NJ0839'ROAD, JUST E OF T-INTERSECTION OF DIRT ROADS, 30 FEET E OF
 NJ0839'CENTER LINE OF DIRT ROAD, 100.4 FEET W OF NW CORNER OF BARN,
 NJ0839'42-1/2 FEET NNW OF 36-INCH COTTONWOOD TREE (LARGEST TREE IN
 NJ0839'BARN LOT), 9 FEET N OF GATEPOST OF GATE OPENING INTO BARN
 NJ0839'LOT, ABOUT 200 YARDS NE OF LARGE RED BARN IN SW ANGLE OF
 NJ0839'T-INTERSECTION.  THE MARK PROJECTS 8 INCHES.
 NJ0839'
 NJ0839'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NJ0839'BRONZE DISKS SET IN CONCRETE.
 NJ0839'
 NJ0839'REFERENCE MARK NO. 1 IS N OF THE STATION, 2-1/2 FEET E OF E
 NJ0839'RIGHT-OF-WAY FENCE LINE, 32 FEET E OF CENTER LINE OF ROAD.  THE
 NJ0839'MARK PROJECTS 7 INCHES.  REFERENCE MARK NO. 2 IS WSW OF THE
 NJ0839'STATION AT N SIDE OF E-W DIRT ROAD, 33 FEET N OF CENTER LINE
 NJ0839'OF ROAD, 9 FEET E OF EASTERNMOST TREE IN LINE OF TREES AT FENCE
 NJ0839'LINE, 1-1/2 FEET S OF FENCE LINE.  THE MARK PROJECTS 5 INCHES.
 NJ0839'
 NJ0839'THE AZIMUTH MARK IS S OF THE STATION AT W SIDE OF DIRT ROAD,
 NJ0839'75 YARDS NW AND ACROSS ROAD FROM WHITE FARMHOUSE, 22 FEET W OF
 NJ0839'CENTER LINE OF ROAD, 1 FOOT E OF FENCE LINE, 0.05 MILE N OF POINT
 NJ0839'WHERE ROAD TURNS E.  THE MARK PROJECTS 6 INCHES.
 NJ0839'
 NJ0839'TO REACH THE STATION FROM MAYNARD GO E FROM RAILROAD CROSSING
 NJ0839'ON IOWA 11, 3.9 MILES TO CROSSROADS WHERE IOWA 11 TURNS N AND
 NJ0839'IOWA 154 TURNS S, CONTINUE E ON DIRT ROAD 1.5 MILES TO
 NJ0839'T-INTERSECTION AND STATION.
 NJ0839'
 NJ0839'A 100-FOOT SIGNAL AT SCHUG IS VISIBLE AT 77 FEET.
 NJ0839'
 NJ0839'AN 87-FOOT SIGNAL AT KING 1934 IS VISIBLE AT 64 FEET.
 NJ0839'
 NJ0839'AN 87-FOOT SIGNAL AT CENTENARY IS VISIBLE AT 64 FEET.
 NJ0839'
 NJ0839'AN 87-FOOT SIGNAL AT WESTGATE 1934 IS VISIBLE AT 64 FEET.
 NJ0839'
 NJ0839'AN 87-FOOT SIGNAL AT YEAROUS IS VISIBLE AT 64 FEET.
 NJ0839'
 NJ0839'A 100-FOOT SIGNAL AT YONDA IS VISIBLE AT 100 FEET.
 NJ0839'
 NJ0839'THERE ARE NO OBJECTS VISIBLE FROM THE GROUND SUITABLE FOR
 NJ0839'AZIMUTH AT THIS STATION.
 NJ0839
 NJ0839                          STATION RECOVERY (1961)
 NJ0839
 NJ0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0839'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 NJ0839'CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE IN DANGER OF BEING
 NJ0839'KNOCKED OUT BY ROAD GRADING AND A NEW AZIMUTH MARK WAS ESTABLISHED
 NJ0839'AT THIS TIME.  THE DISTANCE TO THE REFERENCE MARKS CHECKED
 NJ0839'THE DIRECTION BETWEEN THE REFERENCE MARKS WAS FOUND TO BE 1
 NJ0839'MINUTE AND 55 SECOND LARGER THAN THE PREVIOUS DIRECTION.  DUE TO
 NJ0839'POWER LINES OVER THE STATION MARK A REFERENCE MARK 3 WAS
 NJ0839'ESTABLISHED AT THIS TIME AND THE TOWER WAS BUILT OVER IT.  A
 NJ0839'COMPLETE NEW DESCRIPTION FOLLOWS.
 NJ0839'
 NJ0839'THE STATION IS ABOUT 5 MILES SOUTH OF FAYETTE, 6 MILES EAST OF
 NJ0839'MAYNARD, IN THE SOUTH EDGE OF SEC. 15, T-92-N, R-8-W, AND ON
 NJ0839'ROAD RIGHT-OF-WAY.  IT IS 99 FEET NORTHEAST OF THE INTERSECTION
 NJ0839'OF A GRAVELED T-ROAD INTERSECTION, 54 FEET EAST OF THE CENTERLINE
 NJ0839'OF A GRAVELED ROAD AND 1 FOOT WEST OF A WITNESS POST.  THE
 NJ0839'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED MACHINE
 NJ0839'1935.
 NJ0839'
 NJ0839'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NJ0839'93 AND 150 IN FAYETTE, GO SOUTH ON HIGHWAY 150 FOR 4.55 MILES TO
 NJ0839'THE JUNCTION OF STATE HIGHWAY 154 AND A GRAVELED SIDE ROAD EAST.
 NJ0839'TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 1.5 MILES TO A
 NJ0839'T-ROAD INTERSECTION AND THE STATION.
 NJ0839'
 NJ0839'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 NJ0839'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NJ0839'
 NJ0839'REFERENCE MARK 1 IS 42 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 NJ0839'ROAD AND 2 FEET WEST OF A FENCE.  THE MONUMENT PROJECTS 4 INCHES
 NJ0839'AND THE DISK IS STAMPED MACHINE NO 1 1935.
 NJ0839'
 NJ0839'REFERENCE MARK 2 IS 46 FEET NORTHWEST OF THE T-ROAD INTERSECTION,
 NJ0839'26 FEET WEST OF THE CENTERLINE OF THE ROAD AND 8 FEET EAST OF A
 NJ0839'40 INCH OAK TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 NJ0839'IS STAMPED MACHINE NO 2 1935.
 NJ0839'
 NJ0839'REFERENCE MARK 3 IS 68 FEET NORTHEAST OF THE INTERSECTION, 46
 NJ0839'FEET NORTHWEST OF A POWER POLE AND FENCE CORNER, 33 FEET NORTHEAST
 NJ0839'OF A FENCE CORNER AND 38 FEET EAST OF THE CENTERLINE OF THE
 NJ0839'GRAVELED ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 NJ0839'STAMPED MACHINE NO 3 1935.
 NJ0839'
 NJ0839'THE AZIMUTH MARK IS 34 FEET SOUTHEAST OF THE INTERSECTION OF THE
 NJ0839'ROAD AND A DRIVEWAY EAST, 33 FEET EAST OF THE CENTERLINE OF THE
 NJ0839'ROAD, 4 FEET WEST OF A POWER POLE, 3 FEET NORTHWEST OF A WITNESS
 NJ0839'POST AND 1 FOOT WEST OF A FENCE CORNER.  THE MONUMENT PROJECTS 4
 NJ0839'INCHES AND THE DISK IS STAMPED MACHINE 1935 RESET 1961.
 NJ0839'
 NJ0839'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0840 ***********************************************************************
 NJ0840  DESIGNATION -  MACHINE RM 3
 NJ0840  PID         -  NJ0840
 NJ0840  STATE/COUNTY-  IA/FAYETTE
 NJ0840  USGS QUAD   -  FAYETTE (1981)
 NJ0840
 NJ0840                         *CURRENT SURVEY CONTROL
 NJ0840  ___________________________________________________________________
 NJ0840* NAD 83(1996)-  42 46 26.86200(N)    091 46 29.57411(W)     ADJUSTED  
 NJ0840* NAVD 88     -       403.     (meters)    1322.     (feet)  SCALED    
 NJ0840  ___________________________________________________________________
 NJ0840  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 NJ0840  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 NJ0840
 NJ0840  HORZ ORDER  -  SECOND
 NJ0840
 NJ0840.The horizontal coordinates were established by classical geodetic methods
 NJ0840.and adjusted by the National Geodetic Survey in May 1999..
 NJ0840
 NJ0840.The orthometric height was scaled from a topographic map.
 NJ0840
 NJ0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0840
 NJ0840.The geoid height was determined by GEOID03.
 NJ0840
 NJ0840;                    North         East     Units Scale Factor Converg.
 NJ0840;SPC IA N     - 1,142,966.562 1,641,164.708   MT  0.99994709   +1 10 09.1
 NJ0840;UTM  15      - 4,736,460.353   600,222.973   MT  0.99972357   +0 49 55.4
 NJ0840
 NJ0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0840!SPC IA N     -   0.99994160  x   0.99994709  =   0.99988870
 NJ0840!UTM  15      -   0.99994160  x   0.99972357  =   0.99966519
 NJ0840
 NJ0840:                Primary Azimuth Mark                     Grid Az
 NJ0840:SPC IA N     -  MACHINE AZ MK RESET                      358 54 04.9
 NJ0840:UTM  15      -  MACHINE AZ MK RESET                      359 14 18.6
 NJ0840
 NJ0840|---------------------------------------------------------------------|
 NJ0840| PID    Reference Object                     Distance      Geod. Az  |
 NJ0840|                                                           dddmmss.s |
 NJ0840| CI5907 MACHINE AZ MK RESET                                0000414.0 |
 NJ0840| CI5908 MACHINE RM 1                         29.660 METERS 01704     |
 NJ0840| NJ0839 MACHINE                              11.023 METERS 04630     |
 NJ0840| CI5906 MACHINE AZ MK                                      1821308.6 |
 NJ0840| NJ0822 OELWEIN RAD STA KOEL CEN MAST       APPROX.16.7 KM 2180624.8 |
 NJ0840| NJ0845 MAYNARD MUNICIPAL TANK              APPROX. 8.6 KM 2690100.0 |
 NJ0840| CI5909 MACHINE RM 2                         19.477 METERS 27439     |
 NJ0840| NJ0830 FAYETTE COUNTY HOME WATER TANK      APPROX.14.7 KM 3404402.9 |
 NJ0840|---------------------------------------------------------------------|
 NJ0840
 NJ0840                          SUPERSEDED SURVEY CONTROL
 NJ0840
 NJ0840  NAD 83(1996)-  42 46 26.86174(N)    091 46 29.57358(W) AD(       ) 2
 NJ0840  NAD 83(1986)-  42 46 26.85178(N)    091 46 29.57444(W) AD(       ) 2
 NJ0840  NAD 27      -  42 46 26.91340(N)    091 46 28.98650(W) AD(       ) 2
 NJ0840
 NJ0840.Superseded values are not recommended for survey control.
 NJ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0840.See file dsdata.txt to determine how the superseded data were derived.
 NJ0840
 NJ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0022336460(NAD 83)
 NJ0840_MARKER: DS = TRIANGULATION STATION DISK
 NJ0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NJ0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0840+STABILITY: SURFACE MOTION
 NJ0840
 NJ0840  HISTORY     - Date     Condition        Report By
 NJ0840  HISTORY     - 1961     MONUMENTED       CGS
 NJ0840
 NJ0840                          STATION DESCRIPTION
 NJ0840
 NJ0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NJ0840'REFERENCE MARK 3 IS 68 FEET NORTHEAST OF THE INTERSECTION, 46
 NJ0840'FEET NORTHWEST OF A POWER POLE AND FENCE CORNER, 33 FEET NORTHEAST
 NJ0840'OF A FENCE CORNER AND 38 FEET EAST OF THE CENTERLINE OF THE
 NJ0840'GRAVELED ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 NJ0840'STAMPED MACHINE NO 3 1935.
 NJ0840'
 NJ0840'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NJ0840'93 AND 150 IN FAYETTE, GO SOUTH ON HIGHWAY 150 FOR 4.55 MILES TO
 NJ0840'THE JUNCTION OF STATE HIGHWAY 154 AND A GRAVELED SIDE ROAD EAST.
 NJ0840'TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 1.5 MILES TO A
 NJ0840'T-ROAD INTERSECTION AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0883 ***********************************************************************
 LD0883  DESIGNATION -  MADIPORT
 LD0883  PID         -  LD0883
 LD0883  STATE/COUNTY-  IA/LEE
 LD0883  USGS QUAD   -  FORT MADISON (1975)
 LD0883
 LD0883                         *CURRENT SURVEY CONTROL
 LD0883  ___________________________________________________________________
 LD0883* NAD 83(1996)-  40 39 33.59502(N)    091 19 38.94058(W)     ADJUSTED  
 LD0883* NAVD 88     -       219.0    (meters)     719.     (feet)  VERTCON   
 LD0883  ___________________________________________________________________
 LD0883  X           -    -112,254.369 (meters)                     COMP
 LD0883  Y           -  -4,844,166.199 (meters)                     COMP
 LD0883  Z           -   4,133,919.010 (meters)                     COMP
 LD0883  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 LD0883  ELLIP HEIGHT-         185.93  (meters)          (05/06/99) GPS OBS
 LD0883  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LD0883
 LD0883  HORZ ORDER  -  THIRD
 LD0883  ELLP ORDER  -  FOURTH    CLASS I
 LD0883
 LD0883.This mark is at Fort Madison Municipal Airport (K27)
 LD0883
 LD0883.The horizontal coordinates were established by GPS observations
 LD0883.and adjusted by the National Geodetic Survey in May 1999..
 LD0883
 LD0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0883
 LD0883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0883
 LD0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0883
 LD0883.The ellipsoidal height was determined by GPS observations
 LD0883.and is referenced to NAD 83.
 LD0883
 LD0883.The geoid height was determined by GEOID03.
 LD0883
 LD0883;                    North         East     Units Scale Factor Converg.
 LD0883;SPC IA S     -    75,512.103   683,702.520   MT  0.99999274   +1 25 51.7
 LD0883;UTM  15      - 4,502,285.559   641,386.009   MT  0.99984605   +1 05 23.7
 LD0883
 LD0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0883!SPC IA S     -   0.99997083  x   0.99999274  =   0.99996357
 LD0883!UTM  15      -   0.99997083  x   0.99984605  =   0.99981689
 LD0883
 LD0883:                Primary Azimuth Mark                     Grid Az
 LD0883:SPC IA S     -  MADIPORT AZ MK                           165 26 10.2
 LD0883:UTM  15      -  MADIPORT AZ MK                           165 46 38.2
 LD0883
 LD0883|---------------------------------------------------------------------|
 LD0883| PID    Reference Object                     Distance      Geod. Az  |
 LD0883|                                                           dddmmss.s |
 LD0883| LD0884 MADIPORT AZ MK                      465.723 METERS 1665201.9 |
 LD0883|---------------------------------------------------------------------|
 LD0883
 LD0883                          SUPERSEDED SURVEY CONTROL
 LD0883
 LD0883  NAD 83(1986)-  40 39 33.60446(N)    091 19 38.95497(W) AD(       ) 3
 LD0883  NGVD 29 (07/09/90)  219.1    (m)          719.     (f) GPS OBS        
 LD0883
 LD0883.Superseded values are not recommended for survey control.
 LD0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0883.See file dsdata.txt to determine how the superseded data were derived.
 LD0883
 LD0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4138602286(NAD 83)
 LD0883_MARKER: DH = HORIZONTAL CONTROL DISK
 LD0883_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LD0883_SP_SET: HEADWALL OF CATCH BASIN
 LD0883_STAMPING: MADIPORT 1989
 LD0883_MARK LOGO: NGS   
 LD0883_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0883+STABILITY: SURFACE MOTION
 LD0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0883+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1990
 LD0883
 LD0883  HISTORY     - Date     Condition        Report By
 LD0883  HISTORY     - 1989     MONUMENTED       NGS
 LD0883  HISTORY     - 19900921 GOOD             NGS
 LD0883
 LD0883                          STATION DESCRIPTION
 LD0883
 LD0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LD0883'THE STATION IS LOCATED 3.2 KM (2.00 MI) NORTH OF FORT MADISON, AT THE
 LD0883'FORT MADISON MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE ENTRANCE
 LD0883'RAMP AND RUNWAY. OWNERSHIP--CITY OF FORT MADISON, FORT MADISON, IA
 LD0883'52627, PHONE (319) 327-1138.  THE AIRPORT MANAGER IS ALBERT ANDERSON.
 LD0883'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61 AND 15TH
 LD0883'STREET IN FORT MADISON, GO NORTH ON 15TH STREET WHICH TURNS INTO
 LD0883'COUNTY ROAD X 32 FOR 3.3 KM (2.05 MI) TO THE AIRPORT ENTRANCE ROAD ON
 LD0883'THE LEFT.  TURN LEFT, WEST, ON THE ENTRANCE ROAD FOR 0.65 KM
 LD0883'(0.40 MI) TO A GATE.  PASS THROUGH GATE ONTO THE APRON AND ENTRANCE
 LD0883'RAMP TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE RIGHT.
 LD0883'THE STATION IS A STANDARD NGS HORIZONTAL STATION MARK DISK LOCATED
 LD0883'106.6 M (349.7 FT) NORTH OF THE CENTER OF THE RAMP, 27.0 M (88.6 FT)
 LD0883'EAST OF THE CENTER OF THE RUNWAY, 14.7 M (48.2 FT) SOUTHEAST OF THE
 LD0883'1ST RUNWAY LIGHT NORTH OF THE TAXIWAY AND 0.25 M (0.8 FT) SOUTH OF A
 LD0883'FIBERGLASS WITNESS POST.
 LD0883'DESCRIBED BY M. L. MCCREADY.
 LD0883
 LD0883                          STATION RECOVERY (1990)
 LD0883
 LD0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LD0883'THE STATION WAS RECOVERED IN GOOD CONDITION WITH MINOR CHANGES IN
 LD0883'STATION LOCATION.
 LD0883'THE STATION IS LOCATED 3.2 KM (2.0 MI) NORTH OF FORT MADISON, AT THE
 LD0883'FORT MADISON MUNICIPAL AIRPORT, AT THE JUNCTION OF THE ENTRANCE RAMP
 LD0883'AND RUNWAY, IN THE SOUTHEAST CORNER OF A STORM DRAIN. OWNERSHIP--CITY
 LD0883'OF FORT MADISON, FORT MADISON, IA 52627. THE AIRPORT MANAGER IS
 LD0883'ALBERT ANDERSON, PHONE 319-372-1138.
 LD0883'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61, STATE HIGHWAY
 LD0883'2 AND 15TH STREET IN FORT MADISON, GO NORTH ON 15TH STREET (NAME
 LD0883'CHANGES TO COUNTY X32 AFTER LEAVING THE CITY LIMITS) FOR 3.5 KM
 LD0883'(2.2 MI) TO A PAVED ROAD LEFT.  TURN LEFT , WEST, ON AIRPORT ENTRANCE
 LD0883'ROAD FOR 0.64 KM (0.40 MI) TO A GATE AT THE AIRPORT OFFICE.  PASS
 LD0883'THROUGH THE GATE AND GO NORTHWEST ACROSS APRON AND ALONG TAXI FOR
 LD0883'0.08 KM (0.05 MI) TO THE RUNWAY. TURN RIGHT, NORTH, ALONG EAST SIDE
 LD0883'OF RUNWAY FOR 0.08 KM (0.05 MI) TO THE FIRST RUNWAY LIGHT NORTH OF
 LD0883'THE TAXI AND THE STATION.
 LD0883'THE STATION IS LOCATED 81.75 M (268.21 FT) NORTHWEST FROM THE WIND
 LD0883'SOCK, 27.1 M (88.9 FT) EAST FROM THE CENTER OF THE RUNWAY, 14.35 M
 LD0883'(47.08 FT) EAST-SOUTHEAST FROM THE RUNWAY LIGHT, AND 0.2 M (0.7 FT)
 LD0883'SOUTH FROM A CARSONITE WITNESS POST.
 LD0883'NOTE TO OPERATORS-- PLEASE CHECK DESCRIPTION CAREFULLY MAKING
 LD0883'NOTE OF NECESSARY CHANGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0884 ***********************************************************************
 LD0884  DESIGNATION -  MADIPORT AZ MK
 LD0884  PID         -  LD0884
 LD0884  STATE/COUNTY-  IA/LEE
 LD0884  USGS QUAD   -  FORT MADISON (1975)
 LD0884
 LD0884                         *CURRENT SURVEY CONTROL
 LD0884  ___________________________________________________________________
 LD0884* NAD 83(1996)-  40 39 18.89178(N)    091 19 34.43627(W)     ADJUSTED  
 LD0884* NAVD 88     -       217.1    (meters)     712.     (feet)  VERTCON   
 LD0884  ___________________________________________________________________
 LD0884  X           -    -112,155.391 (meters)                     COMP
 LD0884  Y           -  -4,844,462.658 (meters)                     COMP
 LD0884  Z           -   4,133,573.715 (meters)                     COMP
 LD0884  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 LD0884  ELLIP HEIGHT-         184.06  (meters)          (05/06/99) GPS OBS
 LD0884  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LD0884
 LD0884  HORZ ORDER  -  THIRD
 LD0884  ELLP ORDER  -  FOURTH    CLASS I
 LD0884
 LD0884.This mark is at Fort Madison Municipal Airport (K27)
 LD0884
 LD0884.The horizontal coordinates were established by GPS observations
 LD0884.and adjusted by the National Geodetic Survey in May 1999..
 LD0884
 LD0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0884
 LD0884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0884
 LD0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0884
 LD0884.The ellipsoidal height was determined by GPS observations
 LD0884.and is referenced to NAD 83.
 LD0884
 LD0884.The geoid height was determined by GEOID03.
 LD0884
 LD0884;                    North         East     Units Scale Factor Converg.
 LD0884;SPC IA S     -    75,061.348   683,819.629   MT  0.99999341   +1 25 54.7
 LD0884;UTM  15      - 4,501,834.181   641,500.415   MT  0.99984645   +1 05 26.3
 LD0884
 LD0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0884!SPC IA S     -   0.99997113  x   0.99999341  =   0.99996454
 LD0884!UTM  15      -   0.99997113  x   0.99984645  =   0.99981758
 LD0884
 LD0884:                Primary Azimuth Mark                     Grid Az
 LD0884:SPC IA S     -  MADIPORT                                 345 26 10.2
 LD0884:UTM  15      -  MADIPORT                                 345 46 38.6
 LD0884
 LD0884|---------------------------------------------------------------------|
 LD0884| PID    Reference Object                     Distance      Geod. Az  |
 LD0884|                                                           dddmmss.s |
 LD0884| LD0883 MADIPORT                            465.723 METERS 3465204.9 |
 LD0884|---------------------------------------------------------------------|
 LD0884
 LD0884                          SUPERSEDED SURVEY CONTROL
 LD0884
 LD0884  NAD 83(1986)-  40 39 18.90122(N)    091 19 34.45065(W) AD(       ) 3
 LD0884  NGVD 29 (07/09/90)  217.2    (m)          713.     (f) GPS OBS        
 LD0884
 LD0884.Superseded values are not recommended for survey control.
 LD0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0884.See file dsdata.txt to determine how the superseded data were derived.
 LD0884
 LD0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4150001834(NAD 83)
 LD0884_MARKER: DZ = AZIMUTH MARK DISK
 LD0884_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LD0884_SP_SET: HEADWALL OF CATCH BASIN
 LD0884_STAMPING: MADIPORT AZ MK 1989
 LD0884_MARK LOGO: NGS   
 LD0884_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0884+STABILITY: SURFACE MOTION
 LD0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0884+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LD0884
 LD0884  HISTORY     - Date     Condition        Report By
 LD0884  HISTORY     - 1989     MONUMENTED       NGS
 LD0884
 LD0884                          STATION DESCRIPTION
 LD0884
 LD0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LD0884'THE STATION IS LOCATED 3.2 KM (2.00 MI) NORTH OF FORT MADISON, AT THE
 LD0884'FORT MADISON MUNICIPAL AIRPORT AND NEAR THE END OF THE TAXIWAY AT THE
 LD0884'END OF RUNWAY 34.  OWNERSHIP--CITY OF FORT MADISON, FORT MADISON, IA
 LD0884'52627, PHONE (319) 327-1138.  THE AIRPORT MANAGER IS ALBERT ANDERSON.
 LD0884'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61 AND 15TH
 LD0884'STREET IN FORT MADISON, GO NORTH ON 15TH STREET WHICH TURNS INTO
 LD0884'COUNTY ROAD X 32 FOR 3.3 KM (2.05 MI) TO THE AIRPORT ENTRANCE ROAD ON
 LD0884'THE LEFT.  TURN LEFT, WEST, ON THE ENTRANCE ROAD FOR 0.65 KM
 LD0884'(0.40 MI) TO A GATE.  PASS THROUGH GATE ONTO THE APRON AND TAXIWAY,
 LD0884'THEN LEFT, SOUTHEAST, ALONG THE TAXIWAY FOR 0.5 KM (0.30 MI) TO THE
 LD0884'STATION ON THE RIGHT, NEAR THE END OF RUNWAY 34.
 LD0884'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK LOCATED 26.95 M
 LD0884'(88.4 FT) EAST OF THE CENTER OF THE RUNWAY, 12.5 M (41.0 FT)
 LD0884'EAST-SOUTHEAST OF THE 3RD RUNWAY LIGHT NORTHWEST OF THE END OF RUNWAY
 LD0884'34 AND 0.25 M (0.8 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 LD0884'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0800 ***********************************************************************
 LD0800  CBN         -  This is a Cooperative Base Network Control Station.
 LD0800  DESIGNATION -  MADISON
 LD0800  PID         -  LD0800
 LD0800  STATE/COUNTY-  IA/LEE
 LD0800  USGS QUAD   -  FORT MADISON (1975)
 LD0800
 LD0800                         *CURRENT SURVEY CONTROL
 LD0800  ___________________________________________________________________
 LD0800* NAD 83(1996)-  40 38 53.65260(N)    091 17 12.95805(W)     ADJUSTED  
 LD0800* NAVD 88     -       216.4    (meters)     710.     (feet)  GPS OBS   
 LD0800  ___________________________________________________________________
 LD0800  X           -    -108,843.895 (meters)                     COMP
 LD0800  Y           -  -4,845,044.799 (meters)                     COMP
 LD0800  Z           -   4,132,982.415 (meters)                     COMP
 LD0800  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 LD0800  ELLIP HEIGHT-         183.11  (meters)          (06/15/04) GPS OBS
 LD0800  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LD0800
 LD0800  HORZ ORDER  -  B
 LD0800  ELLP ORDER  -  FOURTH    CLASS I
 LD0800
 LD0800.The horizontal coordinates were established by GPS observations
 LD0800.and adjusted by the National Geodetic Survey in August 1997..
 LD0800
 LD0800.The orthometric height was determined by GPS observations and a
 LD0800.high-resolution geoid model.
 LD0800
 LD0800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0800
 LD0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0800
 LD0800.The ellipsoidal height was determined by GPS observations
 LD0800.and is referenced to NAD 83.
 LD0800
 LD0800.The geoid height was determined by GEOID03.
 LD0800
 LD0800;                    North         East     Units Scale Factor Converg.
 LD0800;SPC IA S     -    74,366.867   687,161.996   MT  0.99999458   +1 27 27.9
 LD0800;SPC IL W     -   442,567.776   605,251.536   MT  1.00005164   -0 43 47.3
 LD0800;SPC IL W     - 1,451,991.11  1,985,729.41   sFT  1.00005164   -0 43 47.3
 LD0800;UTM  15      - 4,501,119.897   644,838.111   MT  0.99985822   +1 06 58.0
 LD0800
 LD0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0800!SPC IA S     -   0.99997128  x   0.99999458  =   0.99996586
 LD0800!SPC IL W     -   0.99997128  x   1.00005164  =   1.00002292
 LD0800!UTM  15      -   0.99997128  x   0.99985822  =   0.99982950
 LD0800
 LD0800:                Primary Azimuth Mark                     Grid Az
 LD0800:SPC IA S     -  WEST BURLINGTON MUNICIPAL TANK           027 50 47.6
 LD0800:SPC IL W     -  WEST BURLINGTON MUNICIPAL TANK           030 02 02.8
 LD0800:UTM  15      -  WEST BURLINGTON MUNICIPAL TANK           028 11 17.5
 LD0800
 LD0800|---------------------------------------------------------------------|
 LD0800| PID    Reference Object                     Distance      Geod. Az  |
 LD0800|                                                           dddmmss.s |
 LD0800| LD0781 WEST BURLINGTON MUNICIPAL TANK      APPROX.22.5 KM 0291815.5 |
 LD0800| LD0777 BURLINGTON ST JOHNS CATH CH         APPROX.23.2 KM 0401711.7 |
 LD0800| LD0764 LA HARPE WATER TANK                 APPROX.28.1 KM 1045023.1 |
 LD0800| LD0798 SCOTT                               APPROX.12.3 KM 1651050.5 |
 LD0800| CL9828 MADISON RM 1                        105.850 METERS 20900     |
 LD0800| LD0806 WEST PT ST MARYS CATH CH DOME       APPROX.16.0 KM 2974301.2 |
 LD0800| LD0805 WEST PT ST MARYS CATH CH SPIRE      APPROX.15.9 KM 2974609.3 |
 LD0800| LD0807 WEST POINT MUNICIPAL TANK           APPROX.15.9 KM 2984930.4 |
 LD0800| LD0868 ST PAUL ST JAMES CATH CH SPIRE      APPROX.23.7 KM 3044320.1 |
 LD0800| CL9829 MADISON RM 2                                       3570659.0 |
 LD0800|---------------------------------------------------------------------|
 LD0800
 LD0800                          SUPERSEDED SURVEY CONTROL
 LD0800
 LD0800  ELLIP H (08/25/97)  183.15   (m)                       GP(       ) 4 1
 LD0800  NAD 83(1986)-  40 38 53.66098(N)    091 17 12.95787(W) AD(       ) 1
 LD0800  NAD 27      -  40 38 53.51000(N)    091 17 12.41700(W) AD(       ) 1
 LD0800
 LD0800.Superseded values are not recommended for survey control.
 LD0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0800.See file dsdata.txt to determine how the superseded data were derived.
 LD0800
 LD0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4483801120(NAD 83)
 LD0800_MARKER: DS = TRIANGULATION STATION DISK
 LD0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0800_STAMPING: MADISON 1931
 LD0800_MARK LOGO: CGS   
 LD0800_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0800+STABILITY: SURFACE MOTION
 LD0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0800+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1995
 LD0800
 LD0800  HISTORY     - Date     Condition        Report By
 LD0800  HISTORY     - 1931     MONUMENTED       CGS
 LD0800  HISTORY     - 19951211 GOOD             IADT
 LD0800
 LD0800                          STATION DESCRIPTION
 LD0800
 LD0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 LD0800'STATION IS 1.2 MILES NORTH-NORTHEAST OF FORT MADISON PENITENTIARY
 LD0800'ON LAND OWNED BY MR. JOHN WENKE, WHO LIVES AT THE STATION
 LD0800'SITE.  REACHED FROM FORT MADISON VIA U.S. HIGHWAY 61, 1.4 MILES
 LD0800'FROM PENITENTIARY TO POINT WHERE ROAD TURNS OUT TO THE LEFT
 LD0800'AND THE SITE OF THE STATION.  MARK IS IN BARNYARD, 4.0 METERS
 LD0800'NORTH OF WIRE FENCE, 31.26 METERS WEST OF SOUTHWEST CORNER
 LD0800'OF CORN CRIB, 34.0 METERS EAST OF CENTERLINE OF ROAD, 68.0
 LD0800'METERS NORTH OF CENTERLINE OF U.S. HIGHWAY 61, AND 6 INCHES
 LD0800'ABOVE SURFACE OF GROUND.
 LD0800'
 LD0800'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, IN
 LD0800'EAST-AND-WEST WIRE FENCE LINE, 18.6 METERS SOUTH OF CENTERLINE
 LD0800'OF U.S. HIGHWAY 61, AND 27.4 METERS SOUTHWEST OF CENTERLINE
 LD0800'OF T-INTERSECTION OF DIRT ROAD AND U.S. HIGHWAY 61.
 LD0800'
 LD0800'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, IN NORTH-AND-SOUTH
 LD0800'FENCE LINE, 5 METERS EAST OF CENTERLINE OF NORTH-AND-SOUTH
 LD0800'DIRT ROAD, 8 METERS SOUTH OF CORNER OF WIRE FENCE, 15 METERS
 LD0800'SOUTH OF CENTERLINE OF EAST-AND-WEST DIRT ROAD, AND ONE METER
 LD0800'SOUTH OF 8-INCH CEDAR TREE IN FENCE LINE AND ONLY ONE IN VICINITY
 LD0800'ON EAST SIDE OF ROAD.
 LD0800'
 LD0800'HEIGHT OF SIGNAL ABOVE STATION MARK - 31 METERS.
 LD0800
 LD0800                          STATION RECOVERY (1995)
 LD0800
 LD0800'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1995
 LD0800'RECOVERED IN 1996 BY IOWA DOT.  TO REACH THE STATION FROM THE
 LD0800'INTERSECTIONOF U.S.  HWY 61 AND COUNTY ROAD X 38 IN FORT MADISON, GO
 LD0800'0.3 MI (0.5 KM) EAST ON U.S.  61 TO 335TH AVENUE, A GRAVEL ROAD NORTH.
 LD0800'LOCATED IN THE NORTHEAST PART OF THE INTERSECTION, IT IS 120 FT (36.6
 LD0800'M) EAST OF THE CENTERLINE OF 335TH AVE., 8 FT (2.4 M) SOUTH OF A
 LD0800'EAST/WEST FENCE, AND 0.2 M (0.7 FT) SOUTH OF A PINK STATE HARN SURVEY
 LD0800'SIGN, IN THE R.O.W.  OF U.S.  HWY 61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0906 ***********************************************************************
 ON0906  DESIGNATION -  MADISON CHURCH SPIRE
 ON0906  PID         -  ON0906
 ON0906  STATE/COUNTY-  IA/WINNESHIEK
 ON0906  USGS QUAD   -  RIDGEWAY (1981)
 ON0906
 ON0906                         *CURRENT SURVEY CONTROL
 ON0906  ___________________________________________________________________
 ON0906* NAD 83(1996)-  43 18 47.83980(N)    091 55 28.63078(W)     ADJUSTED  
 ON0906* NAVD 88     -                                                        
 ON0906  ___________________________________________________________________
 ON0906  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 ON0906  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ON0906
 ON0906  HORZ ORDER  -  THIRD
 ON0906
 ON0906.The horizontal coordinates were established by classical geodetic methods
 ON0906.and adjusted by the National Geodetic Survey in May 1999..
 ON0906
 ON0906
 ON0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0906
 ON0906.The geoid height was determined by GEOID03.
 ON0906
 ON0906;                    North         East     Units Scale Factor Converg.
 ON0906;SPC IA N     - 1,202,612.489 1,627,797.199   MT  1.00000885   +1 04 03.7
 ON0906;UTM  15      - 4,796,167.378   587,206.146   MT  0.99969355   +0 44 15.9
 ON0906
 ON0906                          SUPERSEDED SURVEY CONTROL
 ON0906
 ON0906  NAD 83(1996)-  43 18 47.83979(N)    091 55 28.63077(W) AD(       ) 4
 ON0906  NAD 83(1986)-  43 18 47.83259(N)    091 55 28.62988(W) AD(       ) 4
 ON0906  NAD 27      -  43 18 47.94700(N)    091 55 28.04900(W) AD(       ) 3
 ON0906
 ON0906.Superseded values are not recommended for survey control.
 ON0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0906.See file dsdata.txt to determine how the superseded data were derived.
 ON0906
 ON0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8720696167(NAD 83)
 ON0906_MARKER: 90 = CHURCH SPIRE
 ON0906
 ON0906  HISTORY     - Date     Condition        Report By
 ON0906  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0906
 ON0906                          STATION DESCRIPTION
 ON0906
 ON0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0906'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE.  IT IS A
 ON0906'WHITE SHINGLED SPIRE WITH A BLACK CROSS AT THE TOP.  THE
 ON0906'SPIRE SETS ON THE SOUTH END OF A WHITE FRAME BUILDING.  THE
 ON0906'OVERALL HEIGHT OF THE STRUCTURE IS 80 FEET.
 ON0906'
 ON0906'THE CHURCH IS LOCATED ABOUT 4 MILES NORTHEAST OF RIDGEWAY.
 ON0906'
 ON0906'TO REACH THE CHURCH FROM THE RAILROAD DEPOT IN RIDGEWAY, GO
 ON0906'NORTHEAST CROSSING STATE HIGHWAY 9 FOR 0.4 MILE TO A CROSSROAD.
 ON0906'TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 0.95 MILE TO A
 ON0906'GRAVELED CROSSROAD.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD
 ON0906'FOR 2.9 MILES TO THE CHURCH ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0690 ***********************************************************************
 MH0690  DESIGNATION -  MADRID MUNICIPAL TANK
 MH0690  PID         -  MH0690
 MH0690  STATE/COUNTY-  IA/BOONE
 MH0690  USGS QUAD   -  GRANGER (1976)
 MH0690
 MH0690                         *CURRENT SURVEY CONTROL
 MH0690  ___________________________________________________________________
 MH0690* NAD 83(1996)-  41 52 28.37335(N)    093 49 18.49157(W)     ADJUSTED  
 MH0690* NAVD 88     -                                                        
 MH0690  ___________________________________________________________________
 MH0690  LAPLACE CORR-          -9.48  (seconds)                    DEFLEC99
 MH0690  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 MH0690
 MH0690  HORZ ORDER  -  THIRD
 MH0690
 MH0690.The horizontal coordinates were established by classical geodetic methods
 MH0690.and adjusted by the National Geodetic Survey in May 1999..
 MH0690
 MH0690
 MH0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0690
 MH0690.The geoid height was determined by GEOID03.
 MH0690
 MH0690;                    North         East     Units Scale Factor Converg.
 MH0690;SPC IA N     - 1,041,654.703 1,473,285.040   MT  1.00004042   -0 13 05.2
 MH0690;SPC IA S     -   208,223.725   473,285.649   MT  1.00001747   -0 12 43.1
 MH0690;UTM  15      - 4,636,174.060   431,806.437   MT  0.99965722   -0 32 54.9
 MH0690
 MH0690                          SUPERSEDED SURVEY CONTROL
 MH0690
 MH0690  NAD 83(1986)-  41 52 28.37121(N)    093 49 18.49645(W) AD(       ) 4
 MH0690  NAD 27      -  41 52 28.42300(N)    093 49 17.67400(W) AD(       ) 3
 MH0690
 MH0690.Superseded values are not recommended for survey control.
 MH0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0690.See file dsdata.txt to determine how the superseded data were derived.
 MH0690
 MH0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG3180636174(NAD 83)
 MH0690_MARKER: 51 = TANK
 MH0690
 MH0690  HISTORY     - Date     Condition        Report By
 MH0690  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0690
 MH0690                          STATION DESCRIPTION
 MH0690
 MH0690'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0999 ***********************************************************************
 OP0999  DESIGNATION -  MADSON
 OP0999  PID         -  OP0999
 OP0999  STATE/COUNTY-  IA/KOSSUTH
 OP0999  USGS QUAD   -  SEXTON (1972)
 OP0999
 OP0999                         *CURRENT SURVEY CONTROL
 OP0999  ___________________________________________________________________
 OP0999* NAD 83(1996)-  43 05 29.74905(N)    094 02 21.51774(W)     ADJUSTED  
 OP0999* NAVD 88     -       373.0    (meters)    1224.     (feet)  VERTCON   
 OP0999  ___________________________________________________________________
 OP0999  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 OP0999  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 OP0999
 OP0999  HORZ ORDER  -  SECOND
 OP0999
 OP0999.The horizontal coordinates were established by classical geodetic methods
 OP0999.and adjusted by the National Geodetic Survey in May 1999..
 OP0999
 OP0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0999
 OP0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0999
 OP0999.The geoid height was determined by GEOID03.
 OP0999
 OP0999;                    North         East     Units Scale Factor Converg.
 OP0999;SPC IA N     - 1,176,932.790 1,456,090.977   MT  0.99997271   -0 21 55.9
 OP0999;UTM  15      - 4,771,510.704   415,413.142   MT  0.99968802   -0 42 36.2
 OP0999
 OP0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0999!SPC IA N     -   0.99994607  x   0.99997271  =   0.99991878
 OP0999!UTM  15      -   0.99994607  x   0.99968802  =   0.99963411
 OP0999
 OP0999:                Primary Azimuth Mark                     Grid Az
 OP0999:SPC IA N     -  MADSON AZ MK                             051 08 01.3
 OP0999:UTM  15      -  MADSON AZ MK                             051 28 41.6
 OP0999
 OP0999|---------------------------------------------------------------------|
 OP0999| PID    Reference Object                     Distance      Geod. Az  |
 OP0999|                                                           dddmmss.s |
 OP0999| CI5910 MADSON AZ MK                                       0504605.4 |
 OP0999| CI5911 MADSON RM 1                           7.209 METERS 09238     |
 OP0999| OP1000 MADSON RM 2                           9.847 METERS 34518     |
 OP0999|---------------------------------------------------------------------|
 OP0999
 OP0999                          SUPERSEDED SURVEY CONTROL
 OP0999
 OP0999  NAD 83(1996)-  43 05 29.74898(N)    094 02 21.51768(W) AD(       ) 2
 OP0999  NAD 83(1986)-  43 05 29.74083(N)    094 02 21.50893(W) AD(       ) 2
 OP0999  NAD 27      -  43 05 29.86679(N)    094 02 20.66642(W) AD(       ) 2
 OP0999  NGVD 29 (07/19/86)  373.0    (m)         1224.     (f) VERT ANG       
 OP0999
 OP0999.Superseded values are not recommended for survey control.
 OP0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0999.See file dsdata.txt to determine how the superseded data were derived.
 OP0999
 OP0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH1541371511(NAD 83)
 OP0999_MARKER: DS = TRIANGULATION STATION DISK
 OP0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0999_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0999
 OP0999  HISTORY     - Date     Condition        Report By
 OP0999  HISTORY     - 1971     MONUMENTED       NGS
 OP0999
 OP0999                          STATION DESCRIPTION
 OP0999
 OP0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0999'THE STATION IS LOCATED 10 MILES EAST-NORTHEAST OF ALGONA, 2.0
 OP0999'MILES WEST OF WESLEY IN SECTION 33, T 96 N, R 27 W, ON PROPERTY
 OP0999'OF R.P. MADSON (TELEPHONE NUMBER 679-4166, WESLEY, IOWA).
 OP0999'
 OP0999'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18
 OP0999'AND COUNTY ROUTE R 14, ABOUT 0.5 MILE NORTH OF WESLEY, GO WEST
 OP0999'ON HIGHWAY 18 FOR 2.7 MILES TO A GRAVELED ROAD RIGHT.  TURN
 OP0999'RIGHT AND GO NORTH FOR 0.45 MILE TO MR. MADSONS DRIVEWAY
 OP0999'ON THE RIGHT.  CONTINUE NORTH FOR 0.1 MILE TO THE NORTHWEST
 OP0999'CORNER OF A GROUP OF TREES AND THE STATION.
 OP0999'
 OP0999'THE STATION MARKS ARE STANDARD DISKS STAMPED MADSON 1971.
 OP0999'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP0999'CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 39
 OP0999'FEET EAST OF THE CENTER OF THE ROAD, 16.5 FEET WEST-NORTHWEST OF
 OP0999'A 6-INCH FENCE POST, 4.0 FEET NORTH OF A METAL WITNESS POST,
 OP0999'AND 2 FEET LOWER THAN THE ROAD.  THE UNDERGROUND DISK IS SET
 OP0999'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT
 OP0999'42 INCHES BELOW THE SURFACE.
 OP0999'
 OP0999'REFERENCE MARK 1, A STANDARD DISK STAMPED MADSON NO 1 1971,
 OP0999'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0999'WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 62.5 FEET EAST
 OP0999'OF THE CENTER OF THE ROAD, 23.5 FEET EAST-NORTHEAST OF THE
 OP0999'WITNESS POST, 7.5 FEET EAST-NORTHEAST OF A 6-INCH FENCE
 OP0999'POST, 5.1 FEET WEST-NORTHWEST OF 6-INCH FENCE POST, AND 1.0 FOOT
 OP0999'NORTH OF A WIRE FENCE.
 OP0999'
 OP0999'REFERENCE MARK 2, A STANDARD DISK STAMPED MADSON NO 2 1971, IS
 OP0999'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OP0999'PROJECTS 1 INCH ABOVE GROUND.  IT IS 35.8 FEET NORTH-NORTHWEST
 OP0999'OF THE WITNESS POST, 31.5 FEET EAST OF THE CENTER OF THE
 OP0999'ROAD, AND 2 FEET LOWER THAN THE ROAD.
 OP0999'
 OP0999'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MADSON 1971, SET IN
 OP0999'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OP0999'PROJECTS 6 INCHES ABOVE GROUND.  IT IS 57 FEET WEST OF THE
 OP0999'CENTER OF A ROAD, 32 FEET NORTH OF THE CENTER OF A ROAD,
 OP0999'11 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, 2.4 FEET
 OP0999'SOUTHEAST OF A METAL WITNESS POST, 2.2 FEET EAST OF A POWER LINE
 OP0999'POLE.  THE ARROW ON THE DISK IS POINTED ABOUT 15 DEGREES TO
 OP0999'THE LEFT OF THE STATION.
 OP0999'
 OP0999'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 OP0999'ROAD FOR 0.4 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO EAST
 OP0999'ON THE GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD AND THE
 OP0999'MARK AS DESCRIBED.
 OP0999'
 OP0999'HEIGHT OF LIGHT ABOVE STATION MARK 2.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1000 ***********************************************************************
 OP1000  DESIGNATION -  MADSON RM 2
 OP1000  PID         -  OP1000
 OP1000  STATE/COUNTY-  IA/KOSSUTH
 OP1000  USGS QUAD   -  SEXTON (1972)
 OP1000
 OP1000                         *CURRENT SURVEY CONTROL
 OP1000  ___________________________________________________________________
 OP1000* NAD 83(1996)-  43 05 30.05770(N)    094 02 21.62819(W)     ADJUSTED  
 OP1000* NAVD 88     -       373.6    (meters)    1226.     (feet)  VERTCON   
 OP1000  ___________________________________________________________________
 OP1000  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 OP1000  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 OP1000
 OP1000  HORZ ORDER  -  SECOND
 OP1000
 OP1000.The horizontal coordinates were established by classical geodetic methods
 OP1000.and adjusted by the National Geodetic Survey in May 1999..
 OP1000
 OP1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1000
 OP1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1000
 OP1000.The geoid height was determined by GEOID03.
 OP1000
 OP1000;                    North         East     Units Scale Factor Converg.
 OP1000;SPC IA N     - 1,176,942.330 1,456,088.540   MT  0.99997272   -0 21 55.9
 OP1000;UTM  15      - 4,771,520.256   415,410.763   MT  0.99968802   -0 42 36.3
 OP1000
 OP1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1000!SPC IA N     -   0.99994598  x   0.99997272  =   0.99991870
 OP1000!UTM  15      -   0.99994598  x   0.99968802  =   0.99963401
 OP1000
 OP1000|---------------------------------------------------------------------|
 OP1000| PID    Reference Object                     Distance      Geod. Az  |
 OP1000|                                                           dddmmss.s |
 OP1000| OP0999 MADSON                                9.847 METERS 16518     |
 OP1000| OP0998 KAIN                                APPROX. 6.6 KM 3222355.4 |
 OP1000|---------------------------------------------------------------------|
 OP1000
 OP1000                          SUPERSEDED SURVEY CONTROL
 OP1000
 OP1000  NAD 83(1996)-  43 05 30.05763(N)    094 02 21.62813(W) AD(       ) 2
 OP1000  NAD 83(1986)-  43 05 30.04945(N)    094 02 21.61937(W) AD(       ) 2
 OP1000  NAD 27      -  43 05 30.17536(N)    094 02 20.77688(W) AD(       ) 2
 OP1000  NGVD 29 (07/19/86)  373.6    (m)         1226.     (f) VERT ANG       
 OP1000
 OP1000.Superseded values are not recommended for survey control.
 OP1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1000.See file dsdata.txt to determine how the superseded data were derived.
 OP1000
 OP1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH1541171520(NAD 83)
 OP1000_MARKER: DR = REFERENCE MARK DISK
 OP1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1000+STABILITY: SURFACE MOTION
 OP1000
 OP1000  HISTORY     - Date     Condition        Report By
 OP1000  HISTORY     - 1971     MONUMENTED       NGS
 OP1000
 OP1000                          STATION DESCRIPTION
 OP1000
 OP1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1000'THE STATION IS LOCATED 10 MILES EAST-NORTHEAST OF ALGONA, 2.0
 OP1000'MILES WEST OF WESLEY, IN SECTION 33, T 96 N, R 27 W, ON PROPERTY
 OP1000'OF R.P. MADSON (TELEPHONE NUMBER 679-4166, WESLEY, IOWA).
 OP1000'
 OP1000'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 OP1000'COUNTY ROAD R 14, ABOUT 0.5 MILE NORTH OF WESLEY, GO WEST
 OP1000'ON HIGHWAY 18 FOR 2.7 MILES TO A GRAVELED ROAD RIGHT.  TURN
 OP1000'RIGHT AND GO NORTH FOR 0.45 MILE TO MR. MADSONS DRIVEWAY ON
 OP1000'THE RIGHT.  CONTINUE NORTH FOR 0.1 MILE TO THE NORTHWEST
 OP1000'CORNER OF A GROUP OF TREES AND THE STATION.
 OP1000'
 OP1000'REFERENCE MARK 2, A STANDARD DISK STAMPED MADSON NO 2 1971,
 OP1000'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP1000'WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 35.8 FEET
 OP1000'NORTH-NORTHWEST OF A METAL WITNESS POST, 31.5 FEET EAST OF
 OP1000'THE CENTER OF THE ROAD, AND 2 FEET LOWER THAN THE ROAD.
 OP1000'
 OP1000'HEIGHT OF LIGHT ABOVE STATION MARK 2.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1329 ***********************************************************************
 MJ1329  DESIGNATION -  MAGNOLIA
 MJ1329  PID         -  MJ1329
 MJ1329  STATE/COUNTY-  IA/HARRISON
 MJ1329  USGS QUAD   -  MISSOURI VALLEY NW (1970)
 MJ1329
 MJ1329                         *CURRENT SURVEY CONTROL
 MJ1329  ___________________________________________________________________
 MJ1329* NAD 83(1996)-  41 40 16.87510(N)    095 53 09.03341(W)     ADJUSTED  
 MJ1329* NAVD 88     -       403.6    (meters)    1324.     (feet)  VERTCON   
 MJ1329  ___________________________________________________________________
 MJ1329  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 MJ1329  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 MJ1329
 MJ1329  HORZ ORDER  -  FIRST
 MJ1329
 MJ1329.The horizontal coordinates were established by classical geodetic methods
 MJ1329.and adjusted by the National Geodetic Survey in May 1999..
 MJ1329
 MJ1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1329
 MJ1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1329
 MJ1329.The geoid height was determined by GEOID03.
 MJ1329
 MJ1329;                    North         East     Units Scale Factor Converg.
 MJ1329;SPC IA S     -   188,330.412   301,345.768   MT  0.99998204   -1 34 17.6
 MJ1329;UTM  15      - 4,617,312.334   259,763.613   MT  1.00031027   -1 55 10.5
 MJ1329
 MJ1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1329!SPC IA S     -   0.99994121  x   0.99998204  =   0.99992325
 MJ1329!UTM  15      -   0.99994121  x   1.00031027  =   1.00025146
 MJ1329
 MJ1329|---------------------------------------------------------------------|
 MJ1329| PID    Reference Object                     Distance      Geod. Az  |
 MJ1329|                                                           dddmmss.s |
 MJ1329| CL7375 MAGNOLIA RM 1                        31.742 METERS 02841     |
 MJ1329| MJ1330 MAGNOLIA MO VAL MACH RAD MAST       APPROX. 5.0 KM 2915532.7 |
 MJ1329| CL7376 MAGNOLIA RM 2                        29.398 METERS 32530     |
 MJ1329| MJ1328 CUTLER                              342.869 METERS 35341     |
 MJ1329|---------------------------------------------------------------------|
 MJ1329
 MJ1329                          SUPERSEDED SURVEY CONTROL
 MJ1329
 MJ1329  NAD 83(1996)-  41 40 16.87574(N)    095 53 09.03398(W) AD(       ) 1
 MJ1329  NAD 83(1986)-  41 40 16.87972(N)    095 53 09.03620(W) AD(       ) 1
 MJ1329  NAD 27      -  41 40 16.92185(N)    095 53 08.00147(W) AD(       ) 1
 MJ1329  NGVD 29 (07/19/86)  403.4    (m)         1323.     (f) VERT ANG       
 MJ1329
 MJ1329.Superseded values are not recommended for survey control.
 MJ1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1329.See file dsdata.txt to determine how the superseded data were derived.
 MJ1329
 MJ1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5976417312(NAD 83)
 MJ1329_MARKER: DS = TRIANGULATION STATION DISK
 MJ1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1329_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1329
 MJ1329  HISTORY     - Date     Condition        Report By
 MJ1329  HISTORY     - 1968     MONUMENTED       CGS
 MJ1329
 MJ1329                          STATION DESCRIPTION
 MJ1329
 MJ1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MJ1329'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF MISSOURI VALLEY,
 MJ1329'5-1/2 MILES NORTHWEST OF LOGAN, 1-3/4 MILES SOUTH OF MAGNOLIA
 MJ1329'AND ON PROPERTY OWNED BY MR. KENNETH CUTLER.
 MJ1329'
 MJ1329'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND
 MJ1329'75 IN MISSOURI VALLEY, GO NORTH ON U.S. HIGHWAY 75 FOR 5.1
 MJ1329'MILES TO THE JUNCTION OF STATE HIGHWAY 127.  BEAR RIGHT AND GO
 MJ1329'NORTHERLY FOR 0.3 MILE TO A PAVED ROAD ON THE RIGHT.  CONTINUE
 MJ1329'NORTH ON PAVED ROAD (DETOUR STATE HIGHWAY 127) FOR 3.1 MILES TO
 MJ1329'TOP OF A HILL TO A GATE ON THE RIGHT AND THE STATION.
 MJ1329'
 MJ1329'THE STATION MARK IS A STANDARD DISK, STAMPED MAGNOLIA 1968, SET
 MJ1329'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 MJ1329'WITH THE GROUND SURFACE.  IT IS 90 FEET EAST OF THE CENTER OF
 MJ1329'A PAVED ROAD, 63.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MJ1329'BRICK HOUSE, 38 FEET EAST-NORTHEAST OF A POWER POLE AND 27.6
 MJ1329'FEET NORTH-NORTHWEST OF A 30-INCH TREE.
 MJ1329'
 MJ1329'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MAGNOLIA NO 1 1968,
 MJ1329'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 MJ1329'FLUSH WITH THE GROUND SURFACE.  IT IS 106.8 FEET EAST OF A METAL
 MJ1329'WITNESS POST WITH SIGN ATTACHED, 113 FEET NORTH OF THE 30-INCH
 MJ1329'TREE AND 7 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A
 MJ1329'BARN.
 MJ1329'
 MJ1329'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MAGNOLIA NO 2 1968,
 MJ1329'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 MJ1329'4-INCHES.  IT IS 58 FEET WEST OF THE SOUTHWEST CORNER OF THE
 MJ1329'BARN, 34.5 FEET EAST OF THE CENTER OF THE PAVED ROAD AND 1.2
 MJ1329'FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 MJ1329'
 MJ1329'TRIANGULATION STATION CUTLER 1930, WAS USED AS THE AZIMUTH MARK
 MJ1329'FOR THIS STATION.  THE MARK IS A STANDARD TRIANGULATION STATION
 MJ1329'DISK STAMPED CUTLER 1930, SET IN THE TOP OF A 12-INCH SQUARE
 MJ1329'CONCRETE MONUMENT THAT IS 24-INCHES BELOW THE GROUND SURFACE.  IT
 MJ1329'IS 35 FEET WEST OF THE CENTER OF A PAVED ROAD, 81.5 FEET
 MJ1329'NORTH OF A FENCE CORNER POST, 2 FEET WEST OF A WIRE FENCE AND 2
 MJ1329'FEET NORTHWEST OF AN IRON POST THAT PROJECTS 3 FEET.
 MJ1329'
 MJ1329'THE DISTANCE NOTED ABOVE TO TRIANGULATION STATION CUTLER 1930,
 MJ1329'WAS MEASURED BY GEODIMETER.  TRIANGULATION STATION CUTLER 1930
 MJ1329'WAS NOT USED AT THIS DATE BECAUSE OF POWER LINE WIRES ABOVE THE
 MJ1329'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1330 ***********************************************************************
 MJ1330  DESIGNATION -  MAGNOLIA MO VAL MACH RAD MAST
 MJ1330  PID         -  MJ1330
 MJ1330  STATE/COUNTY-  IA/HARRISON
 MJ1330  USGS QUAD   -  MISSOURI VALLEY NW (1970)
 MJ1330
 MJ1330                         *CURRENT SURVEY CONTROL
 MJ1330  ___________________________________________________________________
 MJ1330* NAD 83(1996)-  41 41 17.41026(N)    095 56 29.82721(W)     ADJUSTED  
 MJ1330* NAVD 88     -                                                        
 MJ1330  ___________________________________________________________________
 MJ1330  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 MJ1330  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 MJ1330
 MJ1330  HORZ ORDER  -  THIRD
 MJ1330
 MJ1330.The horizontal coordinates were established by classical geodetic methods
 MJ1330.and adjusted by the National Geodetic Survey in May 1999..
 MJ1330
 MJ1330
 MJ1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1330
 MJ1330.The geoid height was determined by GEOID03.
 MJ1330
 MJ1330;                    North         East     Units Scale Factor Converg.
 MJ1330;SPC IA S     -   190,326.145   296,755.266   MT  0.99998449   -1 36 29.9
 MJ1330;UTM  15      - 4,619,336.645   255,183.777   MT  1.00033761   -1 57 26.5
 MJ1330;UTM  14      - 4,619,675.392   754,534.852   MT  1.00039735   +2 02 06.5
 MJ1330
 MJ1330                          SUPERSEDED SURVEY CONTROL
 MJ1330
 MJ1330  NAD 83(1996)-  41 41 17.41051(N)    095 56 29.82691(W) AD(       ) 4
 MJ1330  NAD 83(1986)-  41 41 17.41465(N)    095 56 29.82853(W) AD(       ) 4
 MJ1330  NAD 27      -  41 41 17.45852(N)    095 56 28.79645(W) AD(       ) 3
 MJ1330
 MJ1330.Superseded values are not recommended for survey control.
 MJ1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1330.See file dsdata.txt to determine how the superseded data were derived.
 MJ1330
 MJ1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5518419337(NAD 83)
 MJ1330_MARKER: 42 = RADIO/TV MAST
 MJ1330
 MJ1330  HISTORY     - Date     Condition        Report By
 MJ1330  HISTORY     - 1968     FIRST OBSERVED   CGS
 MJ1330
 MJ1330                          STATION DESCRIPTION
 MJ1330
 MJ1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MJ1330'THE STATION IS THE RED LIGHT ATOP THE MAGNOLIA, MISSOURI VALLEY
 MJ1330'MACHINERY COMPANY, RADIO MAST AND IS LOCATED ABOUT 9 MILES
 MJ1330'NORTHWEST OF BLAIR, 3 MILES WEST OF MAGNOLIA AND ABOUT 1/2 MILE
 MJ1330'EAST OF U.S. HIGHWAY 75.  THE MAST IS TRIANGULAR IN CROSS
 MJ1330'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND HAS AN
 MJ1330'OVER ALL HEIGHT OF 450 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1326 ***********************************************************************
 MJ1326  DESIGNATION -  MAGNOLIA ZION LUTH CH STEEPLE
 MJ1326  PID         -  MJ1326
 MJ1326  STATE/COUNTY-  IA/HARRISON
 MJ1326  USGS QUAD   -  MISSOURI VALLEY NW (1970)
 MJ1326
 MJ1326                         *CURRENT SURVEY CONTROL
 MJ1326  ___________________________________________________________________
 MJ1326* NAD 83(1996)-  41 41 29.29760(N)    095 52 31.19179(W)     ADJUSTED  
 MJ1326* NAVD 88     -                                                        
 MJ1326  ___________________________________________________________________
 MJ1326  LAPLACE CORR-          -5.97  (seconds)                    DEFLEC99
 MJ1326  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 MJ1326
 MJ1326  HORZ ORDER  -  THIRD
 MJ1326
 MJ1326.The horizontal coordinates were established by classical geodetic methods
 MJ1326.and adjusted by the National Geodetic Survey in May 1999..
 MJ1326
 MJ1326
 MJ1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1326
 MJ1326.The geoid height was determined by GEOID03.
 MJ1326
 MJ1326;                    North         East     Units Scale Factor Converg.
 MJ1326;SPC IA S     -   190,539.965   302,281.790   MT  0.99998498   -1 33 52.7
 MJ1326;UTM  15      - 4,619,516.870   260,713.359   MT  1.00030466   -1 54 48.0
 MJ1326
 MJ1326                          SUPERSEDED SURVEY CONTROL
 MJ1326
 MJ1326  NAD 83(1996)-  41 41 29.29820(N)    095 52 31.19244(W) AD(       ) 4
 MJ1326  NAD 83(1986)-  41 41 29.30193(N)    095 52 31.19401(W) AD(       ) 4
 MJ1326  NAD 27      -  41 41 29.36000(N)    095 52 30.15000(W) AD(       ) 3
 MJ1326
 MJ1326.Superseded values are not recommended for survey control.
 MJ1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1326.See file dsdata.txt to determine how the superseded data were derived.
 MJ1326
 MJ1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG6071319517(NAD 83)
 MJ1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1326+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 MJ1326
 MJ1326  HISTORY     - Date     Condition        Report By
 MJ1326  HISTORY     - 1950     FIRST OBSERVED   CGS
 MJ1326  HISTORY     - 20060830 GOOD             GEOCAC
 MJ1326
 MJ1326                          STATION DESCRIPTION
 MJ1326
 MJ1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1326'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE SMALL TOWN
 MJ1326'OF MAGNOLIA.  IT IS ABOUT 100 FEET HIGH WITH A CROSS ON TOP.
 MJ1326'THE CHURCH IS PAINTED WHITE AND THE STEEPLE IS GREEN.
 MJ1326'
 MJ1326'TO REACH THE STATION FROM THE FLAGPOLE AT THE MAIN INTERSECTION
 MJ1326'IN MAGNOLIA, GO WEST FOR 0.15 MILE.  TURN LEFT AND GO SOUTH FOR
 MJ1326'0.2 MILE TO STATION ON LEFT AS DESCRIBED.
 MJ1326'
 MJ1326'POINT INTERSECTED WAS CROSS ON TOP.
 MJ1326
 MJ1326                          STATION RECOVERY (2006)
 MJ1326
 MJ1326'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MJ1326'CHURCH IS 634 PARK ST. THE STEEPLE NOW HAS GRAY SHINGLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0581 ***********************************************************************
 MH0581  DESIGNATION -  MALCOM USE REPEATER MAST 740
 MH0581  PID         -  MH0581
 MH0581  STATE/COUNTY-  IA/POWESHIEK
 MH0581  USGS QUAD   -  MALCOM (1979)
 MH0581
 MH0581                         *CURRENT SURVEY CONTROL
 MH0581  ___________________________________________________________________
 MH0581* NAD 83(1996)-  41 43 55.28929(N)    092 34 02.10048(W)     ADJUSTED  
 MH0581* NAVD 88     -                                                        
 MH0581  ___________________________________________________________________
 MH0581  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 MH0581  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 MH0581
 MH0581  HORZ ORDER  -  THIRD
 MH0581
 MH0581.The horizontal coordinates were established by classical geodetic methods
 MH0581.and adjusted by the National Geodetic Survey in May 1999..
 MH0581
 MH0581
 MH0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0581
 MH0581.The geoid height was determined by GEOID03.
 MH0581
 MH0581;                    North         East     Units Scale Factor Converg.
 MH0581;SPC IA S     -   192,760.327   577,600.256   MT  0.99999129   +0 36 51.9
 MH0581;SPC IA N     - 1,026,201.076 1,577,606.863   MT  1.00007755   +0 37 55.8
 MH0581;UTM  15      - 4,620,114.413   535,989.328   MT  0.99961594   +0 17 17.0
 MH0581
 MH0581                          SUPERSEDED SURVEY CONTROL
 MH0581
 MH0581  NAD 83(1986)-  41 43 55.29711(N)    092 34 02.10585(W) AD(       ) 4
 MH0581  NAD 27      -  41 43 55.31296(N)    092 34 01.42837(W) AD(       ) 3
 MH0581
 MH0581.Superseded values are not recommended for survey control.
 MH0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0581.See file dsdata.txt to determine how the superseded data were derived.
 MH0581
 MH0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3598920114(NAD 83)
 MH0581_MARKER: 42 = RADIO/TV MAST
 MH0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0581+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2006
 MH0581
 MH0581  HISTORY     - Date     Condition        Report By
 MH0581  HISTORY     - 1969     FIRST OBSERVED   CGS
 MH0581  HISTORY     - 20060529 GOOD             GEOCAC
 MH0581
 MH0581                          STATION DESCRIPTION
 MH0581
 MH0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0581'THE STATION IS THE RED LIGHT ATOP THE MALCOM, CORPS OF ENGINEERS
 MH0581'REPEATER MAST WUD 740, THAT IS LOCATED ABOUT 2 MILES NORTH OF
 MH0581'MALCOM, 1 MILE WEST OF U.S. HIGHWAY 63 AND JUST NORTH OF
 MH0581'POWESHIEK COUNTY ROAD R.  THE MAST IS TRIANGULAR IN CROSS
 MH0581'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND IS 350
 MH0581'FEET IN HEIGHT.
 MH0581
 MH0581                          STATION RECOVERY (2006)
 MH0581
 MH0581'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0581'TOWER APPEARING CONSISTENT WITH DESCRIPTION FOUND AT THE COORDINATES,
 MH0581'EAST OF 110TH ST AND NORTH OF OLD 6 RD.  RED LIGHT NOT CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0862 ***********************************************************************
 NL0862  DESIGNATION -  MALLARD MUNICIPAL TANK
 NL0862  PID         -  NL0862
 NL0862  STATE/COUNTY-  IA/PALO ALTO
 NL0862  USGS QUAD   -  MALLARD (1980)
 NL0862
 NL0862                         *CURRENT SURVEY CONTROL
 NL0862  ___________________________________________________________________
 NL0862* NAD 83(1996)-  42 56 14.45944(N)    094 41 12.53372(W)     ADJUSTED  
 NL0862* NAVD 88     -                                                        
 NL0862  ___________________________________________________________________
 NL0862  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 NL0862  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 NL0862
 NL0862  HORZ ORDER  -  THIRD
 NL0862
 NL0862.The horizontal coordinates were established by classical geodetic methods
 NL0862.and adjusted by the National Geodetic Survey in May 1999..
 NL0862
 NL0862
 NL0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0862
 NL0862.The geoid height was determined by GEOID03.
 NL0862
 NL0862;                    North         East     Units Scale Factor Converg.
 NL0862;SPC IA N     - 1,160,337.511 1,403,135.102   MT  0.99995642   -0 48 15.7
 NL0862;UTM  15      - 4,755,237.926   362,369.424   MT  0.99983303   -1 08 57.2
 NL0862
 NL0862                          SUPERSEDED SURVEY CONTROL
 NL0862
 NL0862  NAD 83(1996)-  42 56 14.45937(N)    094 41 12.53368(W) AD(       ) 4
 NL0862  NAD 83(1986)-  42 56 14.45379(N)    094 41 12.52540(W) AD(       ) 4
 NL0862  NAD 27      -  42 56 14.55600(N)    094 41 11.59200(W) AD(       ) 3
 NL0862
 NL0862.Superseded values are not recommended for survey control.
 NL0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0862.See file dsdata.txt to determine how the superseded data were derived.
 NL0862
 NL0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6236955238(NAD 83)
 NL0862_MARKER: 53 = ELEVATED TANK
 NL0862
 NL0862  HISTORY     - Date     Condition        Report By
 NL0862  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0862
 NL0862                          STATION DESCRIPTION
 NL0862
 NL0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0862'THIS STATION IS THE CENTER OF THE MALLARD MUNICIPAL WATER TANK
 NL0862'LOCATED ABOUT 40 FEET E OF THE CENTER LINE OF SIXTH STREET AND
 NL0862'ABOUT 140 FEET S OF THE CENTER LINE OF INMAN AVENUE (INMAN
 NL0862'AVENUE IS THE MAIN STREET OF THE TOWN).  THE TANK IS A STANDARD
 NL0862'STEEL STRUCTURE SUPPORTED BY FOUR LEGS AND WITH A WOOD HOUSING
 NL0862'AROUND THE FEED PIPE.  THE TANK IS CYLINDRICAL WITH OVAL BASE
 NL0862'AND CONICAL TOP.  THERE IS A 10-INCH BALL SURMOUNTED BY A LIGHT
 NL0862'AT THE APEX OF THE TOP.  THE TANK AND FRAMEWORK ARE PAINTED
 NL0862'BLACK.  THE TOP IS PAINTED WHITE.  THE FRAMEWORK SUPPORTING
 NL0862'THE TANK WAS ERECTED IN 1903.  THE PRESENT TANK WAS BUILT ON
 NL0862'THE OLD FRAMEWORK IN 1919.  THE TOP OF THE TANK IS ABOUT 105
 NL0862'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0657 ***********************************************************************
 MJ0657  DESIGNATION -  MALVERN
 MJ0657  PID         -  MJ0657
 MJ0657  STATE/COUNTY-  IA/MILLS
 MJ0657  USGS QUAD   -  MALVERN (1956)
 MJ0657
 MJ0657                         *CURRENT SURVEY CONTROL
 MJ0657  ___________________________________________________________________
 MJ0657* NAD 83(1986)-  41 00 06.     (N)    095 35 10.     (W)     SCALED    
 MJ0657* NAVD 88     -       310.422  (meters)    1018.44   (feet)  ADJUSTED  
 MJ0657  ___________________________________________________________________
 MJ0657  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 MJ0657  DYNAMIC HT  -         310.287 (meters)    1018.00  (feet)  COMP
 MJ0657  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 MJ0657
 MJ0657  VERT ORDER  -  SECOND    CLASS 0
 MJ0657
 MJ0657.The horizontal coordinates were scaled from a topographic map and have
 MJ0657.an estimated accuracy of +/- 6 seconds.
 MJ0657
 MJ0657.The orthometric height was determined by differential leveling
 MJ0657.and adjusted by the National Geodetic Survey in June 1991..
 MJ0657
 MJ0657.The geoid height was determined by GEOID03.
 MJ0657
 MJ0657.The dynamic height is computed by dividing the NAVD 88
 MJ0657.geopotential number by the normal gravity value computed on the
 MJ0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0657.degrees latitude (g = 980.6199 gals.).
 MJ0657
 MJ0657.The modeled gravity was interpolated from observed gravity values.
 MJ0657
 MJ0657;                    North         East    Units  Estimated Accuracy
 MJ0657;SPC IA S     -   113,340.      324,510.      MT  (+/- 180 meters Scaled)
 MJ0657
 MJ0657                          SUPERSEDED SURVEY CONTROL
 MJ0657
 MJ0657  NGVD 29 (??/??/92)  310.346  (m)         1018.19   (f) ADJ UNCH    2 0
 MJ0657
 MJ0657.Superseded values are not recommended for survey control.
 MJ0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0657.See file dsdata.txt to determine how the superseded data were derived.
 MJ0657
 MJ0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF824421(NAD 83)
 MJ0657_MARKER: DB = BENCH MARK DISK
 MJ0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0657_SP_SET: WALL
 MJ0657_STAMPING: MALVERN 1934
 MJ0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0657
 MJ0657  HISTORY     - Date     Condition        Report By
 MJ0657  HISTORY     - 1934     MONUMENTED       CGS
 MJ0657  HISTORY     - 1955     GOOD             NGS
 MJ0657
 MJ0657                          STATION DESCRIPTION
 MJ0657
 MJ0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MJ0657'AT MALVERN.
 MJ0657'AT MALVERN, MILLS COUNTY, AT THE NORTHWEST CORNER OF THE
 MJ0657'INTERSECTION OF FIRST AVENUE AND FIFTH STREET, AT THE LIVERTY
 MJ0657'MEMORIAL COMMUNITY BUILDING, IN THE EAST WALL, 15 FEET SOUTH
 MJ0657'OF THE CENTER OF THE ENTRANCE, AND 3 FEET ABOVE THE GROUND.
 MJ0657'A STANDARD DISK, STAMPED MALVERN 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1454 ***********************************************************************
 MJ1454  DESIGNATION -  MANAWA 2
 MJ1454  PID         -  MJ1454
 MJ1454  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1454  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ1454
 MJ1454                         *CURRENT SURVEY CONTROL
 MJ1454  ___________________________________________________________________
 MJ1454* NAD 83(1996)-  41 12 47.51226(N)    095 51 29.38545(W)     ADJUSTED  
 MJ1454* NAVD 88     -       296.03   (meters)     971.2    (feet)  RESET     
 MJ1454  ___________________________________________________________________
 MJ1454  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 MJ1454  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MJ1454
 MJ1454  HORZ ORDER  -  THIRD
 MJ1454  VERT ORDER  -  THIRD
 MJ1454
 MJ1454.The horizontal coordinates were established by classical geodetic methods
 MJ1454.and adjusted by the National Geodetic Survey in January 2003..
 MJ1454
 MJ1454.The orthometric height was computed from unverified reset data.
 MJ1454
 MJ1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1454
 MJ1454.The geoid height was determined by GEOID03.
 MJ1454
 MJ1454;                    North         East     Units Scale Factor Converg.
 MJ1454;SPC IA S     -   137,404.327   302,270.668   MT  0.99994839   -1 33 12.0
 MJ1454;UTM  15      - 4,566,363.910   260,387.090   MT  1.00030667   -1 53 02.5
 MJ1454
 MJ1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1454!SPC IA S     -   0.99995787  x   0.99994839  =   0.99990626
 MJ1454!UTM  15      -   0.99995787  x   1.00030667  =   1.00026453
 MJ1454
 MJ1454|---------------------------------------------------------------------|
 MJ1454| PID    Reference Object                     Distance      Geod. Az  |
 MJ1454|                                                           dddmmss.s |
 MJ1454| MJ1455 MANAWA 2 RM 3                        15.415 METERS 26112     |
 MJ1454| AI2534 MANAWA 2 AZ MK                      APPROX. 0.6 KM 2703220.8 |
 MJ1454| MJ1225 OMAHA KRUG BREWING CO C OF STK      APPROX. 7.9 KM 2830604.1 |
 MJ1454| MJ1228 OMAHA O AND C B ST RY SHOPS TK      APPROX. 7.8 KM 2840234.9 |
 MJ1454| MJ0782 MANAWA                               93.345 METERS 31831     |
 MJ1454| MJ1456 MANAWA 2 RM 4                        14.339 METERS 34953     |
 MJ1454|---------------------------------------------------------------------|
 MJ1454
 MJ1454                          SUPERSEDED SURVEY CONTROL
 MJ1454
 MJ1454  NGVD 29 (05/12/04)  295.92   (m)          970.9    (f) RESET       3  
 MJ1454
 MJ1454.Superseded values are not recommended for survey control.
 MJ1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1454.See file dsdata.txt to determine how the superseded data were derived.
 MJ1454
 MJ1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6038766364(NAD 83)
 MJ1454_MARKER: DS = TRIANGULATION STATION DISK
 MJ1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1454_SP_SET: CONCRETE POST
 MJ1454_STAMPING: MANAWA 2 1980
 MJ1454_MARK LOGO: NGS   
 MJ1454_PROJECTION: FLUSH
 MJ1454_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MJ1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1454+STABILITY: SURFACE MOTION
 MJ1454
 MJ1454  HISTORY     - Date     Condition        Report By
 MJ1454  HISTORY     - 1980     MONUMENTED       NGS
 MJ1454  HISTORY     - 19800621 GOOD             NGS
 MJ1454
 MJ1454                          STATION DESCRIPTION
 MJ1454
 MJ1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MJ1454'IN COUNCIL BLUFFS.
 MJ1454'1.6 MILES WEST ALONG U.S. HIGHWAY 275 AND STATE HIGHWAY 92 FROM THE
 MJ1454'JUNCTION WITH INTERSTATE HIGHWAY 29 AT COUNCIL BLUFFS, THEN LEFT AND
 MJ1454'SOUTH ALONG SOUTH 11TH STREET FOR 0.15 MILE TO A FORK, THEN LEFT AND
 MJ1454'SOUTHEAST ALONG A PAVED ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT, IN
 MJ1454'LAKE MANAWA STATE PARK, ON A SPIT OF LAND THAT PROJECTS INTO THE
 MJ1454'NORTH SIDE OF LAKE MANAWA, IN A GROVE OF TREES, 132 FEET
 MJ1454'EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 50.57 FEET
 MJ1454'EAST-NORTHEAST OF MANAWA 2 RM 3, 47.04 FEET SOUTH-SOUTHEAST OF MANAWA
 MJ1454'RM 1, 78.2 FEET NORTH-NORTHWEST OF 3 BY 3 BY 3 FOOT CEMENT BLOCK
 MJ1454'STRUCTURE CONTAINING A WATER HYDRANT.
 MJ1454'THE MARK IS 1.9 METERS  SSE FROM  A WITNESS POST
 MJ1454
 MJ1454                          STATION RECOVERY (1980)
 MJ1454
 MJ1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MJ1454'THE STATION IS ABOUT 4-3/4 MILES SOUTHEAST FROM OMAHA, NEBRASKA, 1-1/2
 MJ1454'MILES WEST OF INTERSTATE HIGHWAY 29, 1-1/2 MILES SOUTH OF INTERSTATE
 MJ1454'HIGHWAY 80, IN THE SOUTH PART OF COUNCIL BLUFFS, IN LAKE MANAWA STATE
 MJ1454'PARK, ON A SPIT OF LAND THAT PROJECTS INTO THE NORTH SIDE OF LAKE
 MJ1454'MANAWA AND IN A GROVE OF TREES.  THE PROPERTY IS OWNED BY THE IOWA
 MJ1454'STATE CONSERVATION COMMISSION, WALLACE OFFICE BUILDING, DES MOINES,
 MJ1454'IOWA 50319.
 MJ1454'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 275, STATE
 MJ1454'HIGHWAY 92 AND INTERSTATE HIGHWAY 29, IN THE SOUTHEAST PART OF COUNCIL
 MJ1454'BLUFFS, GO WEST ON U.S HIGHWAY 275 AND STATE HIGHWAY 92 FOR 1.6 MILES
 MJ1454'(2.6 KM) TO SOUTH 11TH STREET.  TURN LEFT AND GO SOUTH ON SOUTH 11TH
 MJ1454'STREET FOR 0.15 MILE (0.24 KM) TO A FORK AT LAKE MANAWA.  BEAR LEFT
 MJ1454'AND GO SOUTHEAST ALONG THE LAKESHORE FOR 0.3 MILE (0.5 KM) TO THE
 MJ1454'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 MJ1454'NORTHWEST FOR 0.3 MILE (0.5 KM) TO THE FORK.  TURN LEFT AND GO
 MJ1454'SOUTHWEST AND SOUTH-SOUTHWEST ALONG THE LAKESHORE FOR 0.45 MILE (0.72
 MJ1454'KM) TO THE MARK ON THE LEFT.
 MJ1454'THE STATION MARKS ARE STANDARD DISKS, STAMPED---MANAWA 2 1980---. THE
 MJ1454'SURFACE DISK IS SET IN A ROUND CONCRETE POST THAT IS FLUSH.  THE
 MJ1454'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE THAT IS 48
 MJ1454'INCHES BELOW THE SURFACE.  THE MARKS ARE 132.0 FT (40.2 M)
 MJ1454'EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 78.2 FT (23.8 M)
 MJ1454'NORTH-NORTHWEST OF A 3 FOOT (0.9 M) BY 3 FOOT (0.9 M) BY 3 FOOT (0.9
 MJ1454'M) CEMENT BLOCK STRUCTURE THAT CONTAIN A WATER HYDRANT AND 1.9 FT (0.6
 MJ1454'M) SOUTH-SOUTHEAST OF A WITNESS POST.  REFERENCE MARK 3 IS A STANDARD
 MJ1454'DISK, STAMPED---MANAWA 2 NO 3 1980---, SET IN THE TOP OF A ROUND
 MJ1454'CONCRETE POST THAT IS FLUSH.  IT IS 98.7 FT (30.1 M) NORTHWEST OF THE
 MJ1454'CEMENT BLOCK STRUCTURE, 81.5 FT (24.8 M) EAST-NORTHEAST OF THE
 MJ1454'CENTERLINE OF THE ROAD AND 50.6 FT (15.4 M) WEST-SOUTHWEST OF THE
 MJ1454'WITNESS POST.  REFERENCE MARK NO 4 IS A STANDARD DISK,
 MJ1454'STAMPED---MANAWA 2 NO 4 1980---, SET IN THE TOP OF A ROUND CONCRETE
 MJ1454'POST THE IS FLUSH.  IT IS 129.0 FT (39.3 M) EAST-NORTHEAST OF THE
 MJ1454'CENTERLINE OF THE ROAD AND 45.1 FT (13.7 M) NORTH-NORTHWEST OF THE
 MJ1454'WITNESS POST.  THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---MANAWA 2
 MJ1454'1980---, SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS
 MJ1454'20.5 FT (6.2 M) EAST OF THE CENTERLINE OF THE ROAD, 8.0 FT (2.4 M)
 MJ1454'WEST OF THE SHORELINE AND 2.0 FT (0.6 M) NORTH OF A WITNESS POST.
 MJ1454'SURFACE STATION MARK AND THE REFERENCE MARKS ARE BENCH MARKS ALSO, AN
 MJ1454'ELEVATION TIE BEING MADE FROM STATION MANAWA.  STATION MANAWA WAS IN
 MJ1454'THE WAY OF ROAD CONSTRUCTION AND IS NOW DESTROYED.  MAGNETIC MATERIAL
 MJ1454'WAS PLACED IN ALL MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2534 ***********************************************************************
 AI2534  DESIGNATION -  MANAWA 2 AZ MK
 AI2534  PID         -  AI2534
 AI2534  STATE/COUNTY-  IA/POTTAWATTAMIE
 AI2534  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 AI2534
 AI2534                         *CURRENT SURVEY CONTROL
 AI2534  ___________________________________________________________________
 AI2534* NAD 83(1996)-  41 12 47.70349(N)    095 51 56.42238(W)     ADJUSTED  
 AI2534* NAVD 88     -       295.8    (meters)     970.     (feet)  VERTCON   
 AI2534  ___________________________________________________________________
 AI2534  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AI2534  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AI2534
 AI2534  HORZ ORDER  -  THIRD
 AI2534
 AI2534.The horizontal coordinates were established by classical geodetic methods
 AI2534.and adjusted by the National Geodetic Survey in January 2003..
 AI2534
 AI2534.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI2534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI2534
 AI2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2534
 AI2534.The geoid height was determined by GEOID03.
 AI2534
 AI2534;                    North         East     Units Scale Factor Converg.
 AI2534;SPC IA S     -   137,427.324   301,641.257   MT  0.99994839   -1 33 29.8
 AI2534;UTM  15      - 4,566,390.549   259,757.595   MT  1.00031038   -1 53 20.4
 AI2534
 AI2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2534!SPC IA S     -   0.99995790  x   0.99994839  =   0.99990629
 AI2534!UTM  15      -   0.99995790  x   1.00031038  =   1.00026827
 AI2534
 AI2534                          SUPERSEDED SURVEY CONTROL
 AI2534
 AI2534  NGVD 29 (01/21/03)  295.7    (m)          970.     (f) VERT ANG       
 AI2534
 AI2534.Superseded values are not recommended for survey control.
 AI2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2534.See file dsdata.txt to determine how the superseded data were derived.
 AI2534
 AI2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5975866391(NAD 83)
 AI2534_MARKER: DZ = AZIMUTH MARK DISK
 AI2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2534_STAMPING: MANAWA 2 1980
 AI2534_MARK LOGO: NGS   
 AI2534_PROJECTION: FLUSH
 AI2534_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2534+STABILITY: SURFACE MOTION
 AI2534
 AI2534  HISTORY     - Date     Condition        Report By
 AI2534  HISTORY     - 1980     MONUMENTED       NGS
 AI2534
 AI2534                          STATION DESCRIPTION
 AI2534
 AI2534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AI2534'THE STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF OMAHA, NEBRASKA, IN THE
 AI2534'SOUTHEAST PART OF COUNCIL BLUFFS, IN LAKE MANAWA STATE PARK, ON THE
 AI2534'NORTHWEST SHORE OF LAKE MANAWA AND ON PROPERTY OF THE IOWA STATE
 AI2534'CONSERVATION COMMISSION, WALLACE OFFICE BUILDING, DES MOINES, 50319.
 AI2534'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 275 AND
 AI2534'INTERSTATE HIGHWAY 29 AT COUNCIL BLUFFS, GO WEST ON HIGHWAY 275 FOR
 AI2534'1.6 MILES (2.6 KM) TO SOUTH 11TH STREET.  TURN LEFT AND GO SOUTH ON
 AI2534'THE STREET FOR 0.15 MILES (0.24 KM) TO A FORK.  BEAR RIGHT AND GO
 AI2534'SOUTH-SOUTHWEST ALONG THE LAKE SHORE FOR 0.45 MILE (0.72 KM) TO THE
 AI2534'MARK ON THE LEFT.  THE MARK IS A STANDARD DISK, STAMPED---MANAWA 2
 AI2534'1980---SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS
 AI2534'20.5 FT (6.2 M) EAST OF THE CENTERLINE OF THE ROAD, 8 FT (2.4 M) WEST
 AI2534'OF THE SHORELINE AND 2.0 FT (0.6 M) NORTH OF A WITNESS POST.  REBAR
 AI2534'WAS PLACED IN THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1455 ***********************************************************************
 MJ1455  DESIGNATION -  MANAWA 2 RM 3
 MJ1455  PID         -  MJ1455
 MJ1455  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1455  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ1455
 MJ1455                         *CURRENT SURVEY CONTROL
 MJ1455  ___________________________________________________________________
 MJ1455* NAD 83(1986)-  41 12 49.     (N)    095 51 31.     (W)     SCALED    
 MJ1455* NAVD 88     -       295.90   (meters)     970.8    (feet)  RESET     
 MJ1455  ___________________________________________________________________
 MJ1455  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MJ1455
 MJ1455  VERT ORDER  -  THIRD
 MJ1455
 MJ1455.The horizontal coordinates were scaled from a topographic map and have
 MJ1455.an estimated accuracy of +/- 6 seconds.
 MJ1455
 MJ1455.The orthometric height was computed from unverified reset data.
 MJ1455
 MJ1455.The geoid height was determined by GEOID03.
 MJ1455
 MJ1455;                    North         East    Units  Estimated Accuracy
 MJ1455;SPC IA S     -   137,450.      302,230.      MT  (+/- 180 meters Scaled)
 MJ1455
 MJ1455                          SUPERSEDED SURVEY CONTROL
 MJ1455
 MJ1455  NGVD 29 (05/12/04)  295.79   (m)          970.4    (f) RESET       3  
 MJ1455
 MJ1455.Superseded values are not recommended for survey control.
 MJ1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1455.See file dsdata.txt to determine how the superseded data were derived.
 MJ1455
 MJ1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF603664(NAD 83)
 MJ1455_MARKER: DR = REFERENCE MARK DISK
 MJ1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1455_SP_SET: CONCRETE POST
 MJ1455_STAMPING: MANAWA 2 NO 3 1980
 MJ1455_MARK LOGO: NGS   
 MJ1455_PROJECTION: FLUSH
 MJ1455_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MJ1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1455+STABILITY: SURFACE MOTION
 MJ1455
 MJ1455  HISTORY     - Date     Condition        Report By
 MJ1455  HISTORY     - 1980     MONUMENTED       NGS
 MJ1455  HISTORY     - 19800621 GOOD             NGS
 MJ1455
 MJ1455                          STATION DESCRIPTION
 MJ1455
 MJ1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MJ1455'IN COUNCIL BLUFFS.
 MJ1455'1.6 MILES WEST ALONG U.S. HIGHWAY 275 AND STATE HIGHWAY 92 FROM THE
 MJ1455'JUNCTION WITH INTERSTATE HIGHWAY 29 IN COUNCIL BLUFFS, THENCE LEFT
 MJ1455'AND SOUTH ALONG SOUTH 11TH STREET FOR 0.15 MILE TO A FORK, THENCE
 MJ1455'LEFT AND SOUTHEAST ALONG A PAVED ROAD FOR 0.3 MILE TO THE MARK ON THE
 MJ1455'LEFT, IN LAKE MANAWA STATE PARK, ON A SPIT OF LAND THAT PROJECTS INTO
 MJ1455'THE NORTH SIDE OF LAKE MANAWA, IN A GROVE OF TREES, 98.7 FEET
 MJ1455'NORTHWEST OF A 3 BY 3 BY 3 FOOT CEMENT BLOCK STRUCTURE CONTAINING A
 MJ1455'WATER HYDRANT, 81.5 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE
 MJ1455'ROAD, 68.28 FEET SOUTHWEST OF MANAWA RM 4, 50.57 FEET WEST-SOUTHWEST
 MJ1455'OF MANAWA 2 1980.
 MJ1455'THE MARK IS 50.6 METERS  WSW FROM  A WITNESS POST
 MJ1455
 MJ1455                          STATION RECOVERY (1980)
 MJ1455
 MJ1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MJ1455'REFERENCE MARK NO 3 IS A STANDARD DISK, STAMPED MANAWA 2 NO 3 1980 SET
 MJ1455'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 98.7 FEET
 MJ1455'NORTHWEST OF THE CEMENTED BLOCK STRUCTURE, 81.5 FEET EAST-NORTHEAST OF
 MJ1455'THE CENTERLINE OF THE ROAD AND 50.6 FEET WEST-SOUTHWEST OF THE WITNSS
 MJ1455'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1456 ***********************************************************************
 MJ1456  DESIGNATION -  MANAWA 2 RM 4
 MJ1456  PID         -  MJ1456
 MJ1456  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1456  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ1456
 MJ1456                         *CURRENT SURVEY CONTROL
 MJ1456  ___________________________________________________________________
 MJ1456* NAD 83(1986)-  41 12 49.     (N)    095 51 31.     (W)     SCALED    
 MJ1456* NAVD 88     -       295.85   (meters)     970.6    (feet)  RESET     
 MJ1456  ___________________________________________________________________
 MJ1456  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MJ1456
 MJ1456  VERT ORDER  -  THIRD
 MJ1456
 MJ1456.The horizontal coordinates were scaled from a topographic map and have
 MJ1456.an estimated accuracy of +/- 6 seconds.
 MJ1456
 MJ1456.The orthometric height was computed from unverified reset data.
 MJ1456
 MJ1456.The geoid height was determined by GEOID03.
 MJ1456
 MJ1456;                    North         East    Units  Estimated Accuracy
 MJ1456;SPC IA S     -   137,450.      302,230.      MT  (+/- 180 meters Scaled)
 MJ1456
 MJ1456                          SUPERSEDED SURVEY CONTROL
 MJ1456
 MJ1456  NGVD 29 (05/12/04)  295.74   (m)          970.3    (f) RESET       3  
 MJ1456
 MJ1456.Superseded values are not recommended for survey control.
 MJ1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1456.See file dsdata.txt to determine how the superseded data were derived.
 MJ1456
 MJ1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF603664(NAD 83)
 MJ1456_MARKER: DR = REFERENCE MARK DISK
 MJ1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1456_SP_SET: CONCRETE POST
 MJ1456_STAMPING: MANAWA 2 NO 4 1980
 MJ1456_MARK LOGO: NGS   
 MJ1456_PROJECTION: FLUSH
 MJ1456_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MJ1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1456+STABILITY: SURFACE MOTION
 MJ1456
 MJ1456  HISTORY     - Date     Condition        Report By
 MJ1456  HISTORY     - 1980     MONUMENTED       NGS
 MJ1456  HISTORY     - 19800621 GOOD             NGS
 MJ1456
 MJ1456                          STATION DESCRIPTION
 MJ1456
 MJ1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MJ1456'IN COUNCIL BLUFFS.
 MJ1456'1.6 MILES WEST ALONG U.S. HIGHWAY 275 AND STATE HIGHWAY 92 FROM THE
 MJ1456'JUNCTION WITH INTERSTATE HIGHWAY 29 IN COUNCIL BLUFFS, THENCE LEFT
 MJ1456'AND SOUTH ALONG SOUTH 11TH STREET FOR 0.15 MILE TO A FORK, THENCE
 MJ1456'LEFT AND SOUTHEAST ALONG A PAVED ROAD FOR 0.3 MILE TO THE MARK ON THE
 MJ1456'LEFT, IN LAKE MANAWA STATE PARK, ON A SPIT OF LAND THAT PROJECTS INTO
 MJ1456'THE NORTH SIDE OF LAKE MANAWA, IN A GROVE OF TREES, 129 FEET
 MJ1456'EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 68.28 FEET NORTHEAST OF
 MJ1456'MANAWA 2 RM 3, 47.04 FEET NORTH-NORTHWEST OF MANAWA 2 1980.
 MJ1456'THE MARK IS 45.1 METERS  NNW FROM  A WITNESS POST
 MJ1456
 MJ1456                          STATION RECOVERY (1980)
 MJ1456
 MJ1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MJ1456'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED MANAWA 2 NO 4 1980
 MJ1456'SET N THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 129.0
 MJ1456'FEET EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD AND 45.1 FEET NORTH-
 MJ1456'NORTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0781 ***********************************************************************
 MJ0781  DESIGNATION -  MANAWA AZ MK
 MJ0781  PID         -  MJ0781
 MJ0781  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0781  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0781
 MJ0781                         *CURRENT SURVEY CONTROL
 MJ0781  ___________________________________________________________________
 MJ0781* NAD 83(1986)-  41 13 03.     (N)    095 51 36.     (W)     SCALED    
 MJ0781* NAVD 88     -       296.705  (meters)     973.44   (feet)  ADJUSTED  
 MJ0781  ___________________________________________________________________
 MJ0781  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 MJ0781  DYNAMIC HT  -         296.585 (meters)     973.05  (feet)  COMP
 MJ0781  MODELED GRAV-     980,209.9   (mgal)                       NAVD 88
 MJ0781
 MJ0781  VERT ORDER  -  SECOND    CLASS 0
 MJ0781
 MJ0781.The horizontal coordinates were scaled from a topographic map and have
 MJ0781.an estimated accuracy of +/- 6 seconds.
 MJ0781
 MJ0781.The orthometric height was determined by differential leveling
 MJ0781.and adjusted by the National Geodetic Survey in June 1991..
 MJ0781
 MJ0781.The geoid height was determined by GEOID03.
 MJ0781
 MJ0781.The dynamic height is computed by dividing the NAVD 88
 MJ0781.geopotential number by the normal gravity value computed on the
 MJ0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0781.degrees latitude (g = 980.6199 gals.).
 MJ0781
 MJ0781.The modeled gravity was interpolated from observed gravity values.
 MJ0781
 MJ0781;                    North         East    Units  Estimated Accuracy
 MJ0781;SPC IA S     -   137,890.      302,130.      MT  (+/- 180 meters Scaled)
 MJ0781
 MJ0781                          SUPERSEDED SURVEY CONTROL
 MJ0781
 MJ0781  NGVD 29 (??/??/92)  296.594  (m)          973.08   (f) ADJ UNCH    2 0
 MJ0781
 MJ0781.Superseded values are not recommended for survey control.
 MJ0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0781.See file dsdata.txt to determine how the superseded data were derived.
 MJ0781
 MJ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF602668(NAD 83)
 MJ0781_MARKER: DB = BENCH MARK DISK
 MJ0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0781_STAMPING: MANAWA 1947
 MJ0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0781+STABILITY: SURFACE MOTION
 MJ0781
 MJ0781  HISTORY     - Date     Condition        Report By
 MJ0781  HISTORY     - 1947     MONUMENTED       CGS
 MJ0781  HISTORY     - 1948     GOOD             NGS
 MJ0781
 MJ0781                          STATION DESCRIPTION
 MJ0781
 MJ0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0781'0.6 MI SW FROM MANAWA PARK.
 MJ0781'0.5 MILE WEST ALONG U.S. HIGHWAY 275 FROM THE MANAWA PARK
 MJ0781'SCHOOL AND THE CROSSING OF U.S. HIGHWAY 275 AND STATE HIGHWAY
 MJ0781'192 AT MANAWA PARK, THENCE 0.15 MILE SOUTH AND 300 FEET SOUTHEAST
 MJ0781'ALONG A GRAVEL ROAD, NEAR THE CENTER AND ON THE OUTSIDE OF A
 MJ0781'SLIGHT CURVE IN THE GRAVEL ROAD, ABOUT 300.0 FEET SOUTH SOUTHEAST
 MJ0781'OF THE JUNCTION OF A ROAD LEADING AROUND THE WEST SIDE OF LAKE
 MJ0781'MANAWA, ON LINE WITH THE EXTENSION TO THE NORTH OF A STRAIGHT
 MJ0781'SECTION OF THE GRAVEL ROAD FROM THE SOUTH, 19.0 FEET EAST OF
 MJ0781'THE CENTER LINE OF THE GRAVEL ROAD LEADING ALONG THE NORTHEAST
 MJ0781'SIDE OF THE LAKE, 3.2 FEET SOUTHEAST OF A 4 X 4 REFERENCE POST,
 MJ0781'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MJ0781'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0763 ***********************************************************************
 NJ0763  DESIGNATION -  MANCHESTER MUNICIPAL STANDPIPE
 NJ0763  PID         -  NJ0763
 NJ0763  STATE/COUNTY-  IA/DELAWARE
 NJ0763  USGS QUAD   -  MANCHESTER (1973)
 NJ0763
 NJ0763                         *CURRENT SURVEY CONTROL
 NJ0763  ___________________________________________________________________
 NJ0763* NAD 83(1996)-  42 28 58.10936(N)    091 27 53.48079(W)     ADJUSTED  
 NJ0763* NAVD 88     -                                                        
 NJ0763  ___________________________________________________________________
 NJ0763  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 NJ0763  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 NJ0763
 NJ0763  HORZ ORDER  -  THIRD
 NJ0763
 NJ0763.The horizontal coordinates were established by classical geodetic methods
 NJ0763.and adjusted by the National Geodetic Survey in May 1999..
 NJ0763
 NJ0763
 NJ0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0763
 NJ0763.The geoid height was determined by GEOID03.
 NJ0763
 NJ0763;                    North         East     Units Scale Factor Converg.
 NJ0763;SPC IA N     - 1,111,180.413 1,667,308.228   MT  0.99995055   +1 22 45.5
 NJ0763;UTM  15      - 4,704,525.840   626,172.766   MT  0.99979587   +1 02 12.9
 NJ0763
 NJ0763                          SUPERSEDED SURVEY CONTROL
 NJ0763
 NJ0763  NAD 83(1996)-  42 28 58.10981(N)    091 27 53.48031(W) AD(       ) 4
 NJ0763  NAD 83(1986)-  42 28 58.09113(N)    091 27 53.47335(W) AD(       ) 4
 NJ0763  NAD 27      -  42 28 58.17200(N)    091 27 53.00200(W) AD(       ) 3
 NJ0763
 NJ0763.Superseded values are not recommended for survey control.
 NJ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0763.See file dsdata.txt to determine how the superseded data were derived.
 NJ0763
 NJ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2617304526(NAD 83)
 NJ0763_MARKER: 52 = STANDPIPE TANK
 NJ0763
 NJ0763  HISTORY     - Date     Condition        Report By
 NJ0763  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0763  HISTORY     - 20050911 MARK NOT FOUND   GEOCAC
 NJ0763
 NJ0763                          STATION DESCRIPTION
 NJ0763
 NJ0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0763'THIS STATION IS THE CENTER OF THE MUNICIPAL STANDPIPE IN THE
 NJ0763'W PART OF MANCHESTER, IN THE SW ANGLE OF THE INTERSECTION
 NJ0763'OF DELAWARE AND FIFTH STREETS.  IT IS 18 PACES S OF THE CENTER
 NJ0763'LINE OF DELAWARE STREET, AND 16 PACES W OF THE CENTER
 NJ0763'LINE OF FIFTH STREET.  IT IS ABOUT 80 FEET HIGH AND IS PAINTED
 NJ0763'SILVER WITH THE EXCEPTION OF ABOUT 10 FEET AT THE TOP WHICH IS
 NJ0763'PAINTED RED.  IT IS ABOUT 15 FEET IN DIAMETER, HAS A FLAT
 NJ0763'TOP WITH A THREE-FOOT RAILING AROUND THE OUTER EDGE OF THE
 NJ0763'TOP.  THE STANDPIPE WAS BUILT IN 1890, AND IS FAIRLY
 NJ0763'PROMINENT FROM THE SURROUNDING TERRITORY.
 NJ0763
 NJ0763                          STATION RECOVERY (2005)
 NJ0763
 NJ0763'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0763'LANDOWNER REPORTS STANDPIPE WAS REMOVED MANY YEARS BEFORE HE BOUGHT
 NJ0763'THE PROPERTY.  PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1174 ***********************************************************************
 MJ1174  DESIGNATION -  MANILLA
 MJ1174  PID         -  MJ1174
 MJ1174  STATE/COUNTY-  IA/CRAWFORD
 MJ1174  USGS QUAD   -  EARLING NE (1971)
 MJ1174
 MJ1174                         *CURRENT SURVEY CONTROL
 MJ1174  ___________________________________________________________________
 MJ1174* NAD 83(1996)-  41 54 00.12809(N)    095 17 09.93464(W)     ADJUSTED  
 MJ1174* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 MJ1174  ___________________________________________________________________
 MJ1174  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 MJ1174  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 MJ1174
 MJ1174  HORZ ORDER  -  SECOND
 MJ1174
 MJ1174.The horizontal coordinates were established by classical geodetic methods
 MJ1174.and adjusted by the National Geodetic Survey in May 1999..
 MJ1174
 MJ1174.The orthometric height was scaled from a topographic map.
 MJ1174
 MJ1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1174
 MJ1174.The geoid height was determined by GEOID03.
 MJ1174
 MJ1174;                    North         East     Units Scale Factor Converg.
 MJ1174;SPC IA N     - 1,046,000.531 1,351,795.385   MT  1.00003442   -1 12 37.9
 MJ1174;SPC IA S     -   212,526.928   351,796.495   MT  1.00002281   -1 10 35.4
 MJ1174;UTM  15      - 4,641,204.585   310,369.661   MT  1.00004251   -1 31 37.9
 MJ1174
 MJ1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1174!SPC IA N     -   0.99993088  x   1.00003442  =   0.99996529
 MJ1174!SPC IA S     -   0.99993088  x   1.00002281  =   0.99995368
 MJ1174!UTM  15      -   0.99993088  x   1.00004251  =   0.99997338
 MJ1174
 MJ1174:                Primary Azimuth Mark                     Grid Az
 MJ1174:SPC IA N     -  MANILLA MUNICIPAL TANK                   103 26 46.5
 MJ1174:SPC IA S     -  MANILLA MUNICIPAL TANK                   103 24 44.0
 MJ1174:UTM  15      -  MANILLA MUNICIPAL TANK                   103 45 46.5
 MJ1174
 MJ1174|---------------------------------------------------------------------|
 MJ1174| PID    Reference Object                     Distance      Geod. Az  |
 MJ1174|                                                           dddmmss.s |
 MJ1174| MJ1159 MANILLA MUNICIPAL TANK              APPROX. 4.9 KM 1021408.6 |
 MJ1174| MJ1156 IRWIN MUNICIPAL TANK                APPROX.13.4 KM 1495406.5 |
 MJ1174| MJ1171 WESTPHALIA ST BONIFACES CHURCH      APPROX.21.9 KM 2042938.6 |
 MJ1174| MJ1178 EARLING CATH CH STEEPLE             APPROX.17.6 KM 2181717.6 |
 MJ1174| CL7390 MANILLA RM 1                         21.008 METERS 22415     |
 MJ1174| CL7391 MANILLA RM 2                         27.232 METERS 32720     |
 MJ1174| CL7389 MANILLA AZ MK                                      3495916.9 |
 MJ1174|---------------------------------------------------------------------|
 MJ1174
 MJ1174                          SUPERSEDED SURVEY CONTROL
 MJ1174
 MJ1174  NAD 83(1996)-  41 54 00.12823(N)    095 17 09.93794(W) AD(       ) 2
 MJ1174  NAD 83(1986)-  41 54 00.12853(N)    095 17 09.93830(W) AD(       ) 2
 MJ1174  NAD 27      -  41 54 00.17400(N)    095 17 08.94700(W) AD(       ) 2
 MJ1174
 MJ1174.Superseded values are not recommended for survey control.
 MJ1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1174.See file dsdata.txt to determine how the superseded data were derived.
 MJ1174
 MJ1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1037041205(NAD 83)
 MJ1174_MARKER: DS = TRIANGULATION STATION DISK
 MJ1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1174
 MJ1174  HISTORY     - Date     Condition        Report By
 MJ1174  HISTORY     - 1950     MONUMENTED       CGS
 MJ1174
 MJ1174                          STATION DESCRIPTION
 MJ1174
 MJ1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1174'THE STATION IS LOCATED ABOUT 3 MILES WEST-NORTHWEST OF THE
 MJ1174'TOWN OF MANILLA, ALONG THE SIDE OF A DIRT ROAD.  IT IS 79
 MJ1174'FEET SOUTH OF A T-FENCE CORNER, 26 FEET EAST OF THE CENTERLINE
 MJ1174'OF THE ROAD, 16 FEET SOUTH-SOUTHWEST OF A FENCE POST WITH A
 MJ1174'TRIANGLE BLAZE, 4 FEET NORTHWEST OF A FENCE POST WITH A
 MJ1174'TRIANGLE BLAZE AND 2.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 MJ1174'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED MANILLA
 MJ1174'1950.
 MJ1174'
 MJ1174'REFERENCE MARK NO. 1 IS 23 FEET WEST OF THE CENTERLINE OF THE
 MJ1174'ROAD AND 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS 4
 MJ1174'INCHES AND THE DISK IS STAMPED MANILLA NO 1 1950.
 MJ1174'
 MJ1174'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE CENTERLINE OF THE
 MJ1174'ROAD, 5 FEET SOUTH OF A T-FENCE CORNER AND 1 FOOT EAST OF THE
 MJ1174'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MJ1174'IS STAMPED MANILLA NO 2 1950.
 MJ1174'
 MJ1174'AZIMUTH MARK IS 94 FEET WEST OF THE CENTERLINE OF A NORTH AND
 MJ1174'SOUTH ROAD, 61 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 MJ1174'5 FEET WEST-NORTHWEST OF A POWERLINE POLE AND 1 FOOT NORTH OF THE
 MJ1174'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK
 MJ1174'IS STAMPED MANILLA 1950.
 MJ1174'
 MJ1174'TO REACH FROM THE OVERPASS, AT THE JUNCTION OF STATE HIGHWAYS
 MJ1174'141 AND 45 ABOUT 2 MILES NORTH OF THE TOWN OF MANILLA, GO WEST ON
 MJ1174'HIGHWAY 141 FOR 3.2 MILES TO CROSS ROADS AND THE AZIMUTH MARK
 MJ1174'IN THE SOUTHWEST ANGLE OF INTERSECTION.  HERE TURN LEFT SOUTH ON
 MJ1174'A DIRT ROAD 0.5 MILE TO THE STATION ON THE LEFT OR EAST SIDE OF
 MJ1174'THE ROAD.
 MJ1174'
 MJ1174'A 4 FT. SIGNAL AT DEFIANCE IS V.G.
 MJ1174'
 MJ1174'A 64 FT. SIGNAL AT IRWIN 1930, PATTEN 1930, DUNLAP, ARION IS V.G.
 MJ1174'
 MJ1174'A 77 FT. SIGNAL AT DELOIT IS VISIBLE AT 15 FT.
 MJ1174'
 MJ1174'A 64 FT. SIGNAL AT WEST SIDE AND MANNING 1934 IS V.G.
 MJ1174'
 MJ1174'A 4 FT. SIGNAL AT BOTNA IS V.G.
 MJ1174'
 MJ1174'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1159 ***********************************************************************
 MJ1159  DESIGNATION -  MANILLA MUNICIPAL TANK
 MJ1159  PID         -  MJ1159
 MJ1159  STATE/COUNTY-  IA/CRAWFORD
 MJ1159  USGS QUAD   -  MANILLA (1978)
 MJ1159
 MJ1159                         *CURRENT SURVEY CONTROL
 MJ1159  ___________________________________________________________________
 MJ1159* NAD 83(1996)-  41 53 26.58766(N)    095 13 43.26241(W)     ADJUSTED  
 MJ1159* NAVD 88     -                                                        
 MJ1159  ___________________________________________________________________
 MJ1159  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 MJ1159  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 MJ1159
 MJ1159  HORZ ORDER  -  THIRD
 MJ1159
 MJ1159.The horizontal coordinates were established by classical geodetic methods
 MJ1159.and adjusted by the National Geodetic Survey in May 1999..
 MJ1159
 MJ1159
 MJ1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1159
 MJ1159.The geoid height was determined by GEOID03.
 MJ1159
 MJ1159;                    North         East     Units Scale Factor Converg.
 MJ1159;SPC IA N     - 1,044,866.858 1,356,537.173   MT  1.00003659   -1 10 17.8
 MJ1159;SPC IA S     -   211,396.040   356,538.879   MT  1.00002083   -1 08 19.3
 MJ1159;UTM  15      - 4,640,044.715   315,105.088   MT  1.00002068   -1 29 18.7
 MJ1159
 MJ1159                          SUPERSEDED SURVEY CONTROL
 MJ1159
 MJ1159  NAD 83(1996)-  41 53 26.58714(N)    095 13 43.26419(W) AD(       ) 4
 MJ1159  NAD 83(1986)-  41 53 26.58731(N)    095 13 43.26460(W) AD(       ) 4
 MJ1159  NAD 27      -  41 53 26.62700(N)    095 13 42.27000(W) AD(       ) 3
 MJ1159
 MJ1159.Superseded values are not recommended for survey control.
 MJ1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1159.See file dsdata.txt to determine how the superseded data were derived.
 MJ1159
 MJ1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1510540045(NAD 83)
 MJ1159_MARKER: 53 = ELEVATED TANK
 MJ1159
 MJ1159  HISTORY     - Date     Condition        Report By
 MJ1159  HISTORY     - 1950     FIRST OBSERVED   CGS
 MJ1159
 MJ1159                          STATION DESCRIPTION
 MJ1159
 MJ1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1159'THE STATION IS LOCATED IN EAST PART OF THE SMALL TOWN OF
 MJ1159'MANILLA, IN BACK OF THE PUBLIC SCHOOL BUILDING.  IT IS
 MJ1159'ABOUT 75 FEET NORTH OF THE SCHOOL BUILDING, 100 FEET HIGH,
 MJ1159'HAS 4-LEGS AND IS PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0647 ***********************************************************************
 OO0647  DESIGNATION -  MANLY
 OO0647  PID         -  OO0647
 OO0647  STATE/COUNTY-  IA/WORTH
 OO0647  USGS QUAD   -  MANLY (1972)
 OO0647
 OO0647                         *CURRENT SURVEY CONTROL
 OO0647  ___________________________________________________________________
 OO0647* NAD 83(1986)-  43 17 10.     (N)    093 12 05.     (W)     SCALED    
 OO0647* NAVD 88     -       365.156  (meters)    1198.02   (feet)  ADJUSTED  
 OO0647  ___________________________________________________________________
 OO0647  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 OO0647  DYNAMIC HT  -         365.088 (meters)    1197.79  (feet)  COMP
 OO0647  MODELED GRAV-     980,423.6   (mgal)                       NAVD 88
 OO0647
 OO0647  VERT ORDER  -  SECOND    CLASS 0
 OO0647
 OO0647.The horizontal coordinates were scaled from a topographic map and have
 OO0647.an estimated accuracy of +/- 6 seconds.
 OO0647
 OO0647.The orthometric height was determined by differential leveling
 OO0647.and adjusted by the National Geodetic Survey in June 1991..
 OO0647
 OO0647.The geoid height was determined by GEOID03.
 OO0647
 OO0647.The dynamic height is computed by dividing the NAVD 88
 OO0647.geopotential number by the normal gravity value computed on the
 OO0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0647.degrees latitude (g = 980.6199 gals.).
 OO0647
 OO0647.The modeled gravity was interpolated from observed gravity values.
 OO0647
 OO0647;                    North         East    Units  Estimated Accuracy
 OO0647;SPC IA N     - 1,198,450.    1,524,240.      MT  (+/- 180 meters Scaled)
 OO0647
 OO0647                          SUPERSEDED SURVEY CONTROL
 OO0647
 OO0647  NGVD 29 (??/??/92)  365.173  (m)         1198.07   (f) ADJ UNCH    2 0
 OO0647
 OO0647.Superseded values are not recommended for survey control.
 OO0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0647.See file dsdata.txt to determine how the superseded data were derived.
 OO0647
 OO0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH836926(NAD 83)
 OO0647_MARKER: DB = BENCH MARK DISK
 OO0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0647_STAMPING: MANLY 1934
 OO0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0647+STABILITY: SURFACE MOTION
 OO0647
 OO0647  HISTORY     - Date     Condition        Report By
 OO0647  HISTORY     - 1934     MONUMENTED       CGS
 OO0647  HISTORY     - 1942     GOOD             NGS
 OO0647  HISTORY     - 20000915 MARK NOT FOUND   AERSVC
 OO0647
 OO0647                          STATION DESCRIPTION
 OO0647
 OO0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OO0647'IN MANLY.
 OO0647'AT MANLY, WORTH COUNTY, IN THE SOUTHEAST CORNER OF THE WEST HALF OF
 OO0647'THE CITY PARK, 91.7 FEET SOUTH OF THE SOUTH SIDE OF THE BAND STAND,
 OO0647'52.7 FEET SOUTH OF THE SOUTH SIDE OF THE BASE OF A WATER FOUNTAIN, 6
 OO0647'INCHES NORTH OF A SIDEWALK PARALLELING THE STREET, AND 5 INCHES WEST
 OO0647'OF A WALK LEADING TO THE WATER FOUNTAIN.  A STANDARD DISK, STAMPED
 OO0647'MANLY 1934 AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE
 OO0647'GROUND.
 OO0647
 OO0647                          STATION RECOVERY (2000)
 OO0647
 OO0647'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (BS)
 OO0647'MUNUMENT WAS REMOVED WHEN CITY PARK WAS RECONSTRUCTED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1155 ***********************************************************************
 OO1155  DESIGNATION -  MANLY
 OO1155  PID         -  OO1155
 OO1155  STATE/COUNTY-  IA/CERRO GORDO
 OO1155  USGS QUAD   -  MASON CITY (1959)
 OO1155
 OO1155                         *CURRENT SURVEY CONTROL
 OO1155  ___________________________________________________________________
 OO1155* NAD 83(1996)-  43 14 05.83761(N)    093 13 14.24979(W)     ADJUSTED  
 OO1155* NAVD 88     -       354.0    (meters)    1161.     (feet)  VERTCON   
 OO1155  ___________________________________________________________________
 OO1155  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 OO1155  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 OO1155
 OO1155  HORZ ORDER  -  SECOND
 OO1155
 OO1155.The horizontal coordinates were established by classical geodetic methods
 OO1155.and adjusted by the National Geodetic Survey in May 1999..
 OO1155
 OO1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1155
 OO1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1155
 OO1155.The geoid height was determined by GEOID03.
 OO1155
 OO1155;                    North         East     Units Scale Factor Converg.
 OO1155;SPC IA N     - 1,192,756.440 1,522,693.351   MT  0.99999436   +0 11 21.6
 OO1155;UTM  15      - 4,786,930.300   482,085.893   MT  0.99960395   -0 09 04.1
 OO1155
 OO1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1155!SPC IA N     -   0.99994895  x   0.99999436  =   0.99994331
 OO1155!UTM  15      -   0.99994895  x   0.99960395  =   0.99955292
 OO1155
 OO1155:                Primary Azimuth Mark                     Grid Az
 OO1155:SPC IA N     -  PLYMOUTH DUST COLLECTOR                  081 59 07.0
 OO1155:UTM  15      -  PLYMOUTH DUST COLLECTOR                  082 19 32.7
 OO1155
 OO1155|---------------------------------------------------------------------|
 OO1155| PID    Reference Object                     Distance      Geod. Az  |
 OO1155|                                                           dddmmss.s |
 OO1155| OO1144 PLYMOUTH DUST COLLECTOR             APPROX. 8.1 KM 0821028.6 |
 OO1155| CI5917 MANLY RM 1                           15.594 METERS 18044     |
 OO1155| OO1158 MANLY                                24.864 METERS 18133     |
 OO1155| OO1161 DOESCHER RESET                      APPROX. 9.5 KM 2265404.3 |
 OO1155| CI5918 MANLY RM 2                           13.015 METERS 26156     |
 OO1155|---------------------------------------------------------------------|
 OO1155
 OO1155                          SUPERSEDED SURVEY CONTROL
 OO1155
 OO1155  NAD 83(1996)-  43 14 05.83762(N)    093 13 14.24978(W) AD(       ) 2
 OO1155  NAD 83(1986)-  43 14 05.83127(N)    093 13 14.24297(W) AD(       ) 2
 OO1155  NAD 27      -  43 14 05.98454(N)    093 13 13.51118(W) AD(       ) 2
 OO1155  NGVD 29 (07/19/86)  354.0    (m)         1161.     (f) VERT ANG       
 OO1155
 OO1155.Superseded values are not recommended for survey control.
 OO1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1155.See file dsdata.txt to determine how the superseded data were derived.
 OO1155
 OO1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8208686930(NAD 83)
 OO1155_MARKER: DD = SURVEY DISK
 OO1155_SETTING: 0 = UNSPECIFIED SETTING
 OO1155
 OO1155  HISTORY     - Date     Condition        Report By
 OO1155  HISTORY     - 1969     MONUMENTED       USGS
 OO1155
 OO1155                          STATION DESCRIPTION
 OO1155
 OO1155'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JLC)
 OO1155'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH OF MASON CITY,
 OO1155'3-1/2 MILES SOUTH OF MANLY IN THE SE 1/4 OF SEC. 8, T. 97 N.,
 OO1155'R. 20 W. AND ON THE PROPERTY OF MR. JIM BENJEGERDES WHOSE
 OO1155'TELEPHONE NUMBER IS 423-5979.
 OO1155'
 OO1155'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65
 OO1155'AND STATE HIGHWAY 9 IN MANLY, GO SOUTH ON U.S. HIGHWAY 65
 OO1155'FOR 3 MILES TO A CROSS ROAD.  (STATE HIGHWAY 288 GOES LEFT
 OO1155'AND A PAVED ROAD GOES RIGHT.) TURN RIGHT AND GO WEST ON A
 OO1155'PAVED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 OO1155'GO SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO THE SOUTH 1 OF
 OO1155'3 HOUSES AND THE STATION ON THE RIGHT IN THE SOUTHEAST CORNER
 OO1155'OF THE LAWN.
 OO1155'
 OO1155'THE STATION MARK, A U.S. GEOLOGICAL SURVEY DISK STAMPED
 OO1155'ET MANLY 1969, IS CRIMPED TO THE TOP OF A 1/2 INCH COPPER
 OO1155'WELD ROD, SURROUNDED BY A 6-INCH TILE PIPE FILLED WITH GRAVEL,
 OO1155'THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 110 FEET
 OO1155'SOUTH OF A POWER POLE, 82 FEET SOUTHEAST OF THE SOUTHEAST
 OO1155'CORNER OF A HOUSE, 82 FEET NORTH OF A WIRE FENCE AND 44 FEET
 OO1155'WEST OF THE CENTER OF A GRAVELED ROAD.
 OO1155'
 OO1155'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1158 ***********************************************************************
 OO1158  DESIGNATION -  MANLY
 OO1158  PID         -  OO1158
 OO1158  STATE/COUNTY-  IA/CERRO GORDO
 OO1158  USGS QUAD   -  MASON CITY (1959)
 OO1158
 OO1158                         *CURRENT SURVEY CONTROL
 OO1158  ___________________________________________________________________
 OO1158* NAD 83(1996)-  43 14 05.03221(N)    093 13 14.27964(W)     ADJUSTED  
 OO1158* NAVD 88     -       353.9    (meters)    1161.     (feet)  VERTCON   
 OO1158  ___________________________________________________________________
 OO1158  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 OO1158  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 OO1158
 OO1158  HORZ ORDER  -  SECOND
 OO1158
 OO1158.The horizontal coordinates were established by classical geodetic methods
 OO1158.and adjusted by the National Geodetic Survey in May 1999..
 OO1158
 OO1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1158
 OO1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1158
 OO1158.The geoid height was determined by GEOID03.
 OO1158
 OO1158;                    North         East     Units Scale Factor Converg.
 OO1158;SPC IA N     - 1,192,731.583 1,522,692.760   MT  0.99999432   +0 11 21.6
 OO1158;UTM  15      - 4,786,905.457   482,085.154   MT  0.99960395   -0 09 04.1
 OO1158
 OO1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1158!SPC IA N     -   0.99994897  x   0.99999432  =   0.99994329
 OO1158!UTM  15      -   0.99994897  x   0.99960395  =   0.99955294
 OO1158
 OO1158|---------------------------------------------------------------------|
 OO1158| PID    Reference Object                     Distance      Geod. Az  |
 OO1158|                                                           dddmmss.s |
 OO1158| OO1155 MANLY                                24.864 METERS 00133     |
 OO1158| CI5917 MANLY RM 1                            9.278 METERS 00255     |
 OO1158| OO1135 MANLY MUN TANK                      APPROX. 6.0 KM 0125054.1 |
 OO1158| CI5916 MANLY AZ MK                                        0841646.5 |
 OO1158| OO1162 MASON CITY CO COMM SYS MAST         APPROX.11.3 KM 2093616.1 |
 OO1158|---------------------------------------------------------------------|
 OO1158
 OO1158                          SUPERSEDED SURVEY CONTROL
 OO1158
 OO1158  NAD 83(1996)-  43 14 05.03222(N)    093 13 14.27964(W) AD(       ) 2
 OO1158  NAD 83(1986)-  43 14 05.02582(N)    093 13 14.27282(W) AD(       ) 2
 OO1158  NAD 27      -  43 14 05.17905(N)    093 13 13.54102(W) AD(       ) 2
 OO1158  NGVD 29 (07/19/86)  353.9    (m)         1161.     (f) VERT ANG       
 OO1158
 OO1158.Superseded values are not recommended for survey control.
 OO1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1158.See file dsdata.txt to determine how the superseded data were derived.
 OO1158
 OO1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8208586905(NAD 83)
 OO1158_MARKER: DS = TRIANGULATION STATION DISK
 OO1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1158_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1158
 OO1158  HISTORY     - Date     Condition        Report By
 OO1158  HISTORY     - 1971     MONUMENTED       NGS
 OO1158
 OO1158                          STATION DESCRIPTION
 OO1158
 OO1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1158'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH OF MASON CITY,
 OO1158'3-1/2 MILES SOUTH OF MANLY IN THE SE 1/4 OF SEC. 8, T. 97 N.,
 OO1158'R. 20 W. AND ON PROPERTY OWNED BY MR. JIM BENJEGERDES WHOSE
 OO1158'TELEPHONE NUMBER IS 423-5979.
 OO1158'
 OO1158'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65
 OO1158'AND STATE HIGHWAY 9 IN MANLY, GO SOUTH ON U.S. HIGHWAY 65
 OO1158'FOR 3 MILES TO A CROSSROAD.  (STATE HIGHWAY 288 GOES LEFT
 OO1158'AND A PAVED ROAD GOES RIGHT.) **TURN RIGHT AND GO WEST ON A
 OO1158'PAVED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 OO1158'GO SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO THE SOUTH 1 OF
 OO1158'3 HOUSES AND THE STATION ON THE RIGHT IN THE SOUTHEAST CORNER
 OO1158'OF THE LAWN.
 OO1158'
 OO1158'STATION MARKS ARE STANDARD DISKS STAMPED MANLY 1971.  THE
 OO1158'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1158'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT
 OO1158'IS 47 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 13.6 FEET
 OO1158'WEST-NORTHWEST OF A FENCE CORNER AND 3.5 FEET NORTH OF A
 OO1158'WIRE FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 OO1158'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 OO1158'
 OO1158'ET MANLY (USGS), A U.S. GEOLOGICAL SURVEY DISK STAMPED ET
 OO1158'MANLY 1969, IS CRIMPED TO THE TOP OF A 1/2 INCH COPPER WELD ROD,
 OO1158'SURROUNDED BY A 6-INCH TILE PIPE FILLED WITH GRAVEL, THAT
 OO1158'IS 1-INCH BELOW THE GROUND SURFACE.  IT IS 110 FEET SOUTH
 OO1158'OF A POWER POLE, 82 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OO1158'OF A HOUSE, 82 FEET NORTH OF THE WIRE FENCE AND 44 FEET WEST
 OO1158'OF THE CENTER OF THE GRAVELED ROAD.
 OO1158'
 OO1158'REFERENCE MARK 1 (USGS), A U.S. GEOLOGICAL SURVEY DISK STAMPED
 OO1158'MANLY NO 1 1969, IS CRIMPED TO THE TOP OF A 1/2 INCH COPPER
 OO1158'WELD ROD, SURROUNDED BY A 6-INCH TILE PIPE FILLED WITH GRAVEL,
 OO1158'THAT IS 1-INCH BELOW THE GROUND SURFACE.  IT IS 47 FEET WEST
 OO1158'OF THE CENTER OF THE GRAVELED ROAD, 36 FEET NORTH-NORTHWEST
 OO1158'OF THE FENCE CORNER AND 34 FEET NORTH OF THE WIRE FENCE.
 OO1158'
 OO1158'THE AZIMUTH MARK, A STANDARD DISK STAMPED MANLY 1971, IS
 OO1158'CEMENTED IN A DRILL HOLE IN THE SOUTH EDGE OF THE EAST 1
 OO1158'OF 2 CONCRETE TRUCK SCALE ABUTMENTS.  IT IS 109 FEET EAST
 OO1158'OF THE CENTER OF U.S. HIGHWAY 65 AND 14.2 FEET SOUTH-SOUTHWEST
 OO1158'OF A POWER POLE.
 OO1158'
 OO1158'**TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON
 OO1158'U.S. HIGHWAY 65 FOR 0.5 MILE TO A TRUCK SCALE AND THE AZIMUTH
 OO1158'MARK ON THE LEFT.
 OO1158'
 OO1158'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1135 ***********************************************************************
 OO1135  DESIGNATION -  MANLY MUN TANK
 OO1135  PID         -  OO1135
 OO1135  STATE/COUNTY-  IA/WORTH
 OO1135  USGS QUAD   -  MANLY (1972)
 OO1135
 OO1135                         *CURRENT SURVEY CONTROL
 OO1135  ___________________________________________________________________
 OO1135* NAD 83(1996)-  43 17 13.69216(N)    093 12 15.37593(W)     ADJUSTED  
 OO1135* NAVD 88     -       385.     (meters)    1263.     (feet)  VERTCON   
 OO1135  ___________________________________________________________________
 OO1135  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 OO1135  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 OO1135
 OO1135  HORZ ORDER  -  THIRD
 OO1135
 OO1135.The horizontal coordinates were established by classical geodetic methods
 OO1135.and adjusted by the National Geodetic Survey in May 1999..
 OO1135
 OO1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1135
 OO1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1135
 OO1135.The geoid height was determined by GEOID03.
 OO1135
 OO1135;                    North         East     Units Scale Factor Converg.
 OO1135;SPC IA N     - 1,198,558.204 1,524,001.473   MT  1.00000380   +0 12 01.5
 OO1135;UTM  15      - 4,792,721.898   483,427.938   MT  0.99960338   -0 08 24.2
 OO1135
 OO1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1135!SPC IA N     -   0.99994410  x   1.00000380  =   0.99994790
 OO1135!UTM  15      -   0.99994410  x   0.99960338  =   0.99954751
 OO1135
 OO1135                          SUPERSEDED SURVEY CONTROL
 OO1135
 OO1135  NAD 83(1996)-  43 17 13.69217(N)    093 12 15.37593(W) AD(       ) 4
 OO1135  NAD 83(1986)-  43 17 13.68281(N)    093 12 15.37139(W) AD(       ) 4
 OO1135  NAD 27      -  43 17 13.82622(N)    093 12 14.64931(W) AD(       ) 3
 OO1135  NGVD 29 (07/19/86)  385.     (m)         1263.     (f) VERT ANG       
 OO1135
 OO1135.Superseded values are not recommended for survey control.
 OO1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1135.See file dsdata.txt to determine how the superseded data were derived.
 OO1135
 OO1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8342892722(NAD 83)
 OO1135_MARKER: 53 = ELEVATED TANK
 OO1135
 OO1135  HISTORY     - Date     Condition        Report By
 OO1135  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1135
 OO1135                          STATION DESCRIPTION
 OO1135
 OO1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1135'THE MANLY MUNICIPAL WATER TANK IS LOCATED IN THE WEST SECTION
 OO1135'OF MANLY, 0.15 MILE WEST OF THE POST OFFICE, 200 FEET SOUTHWEST
 OO1135'OF THE SOUTH ONE OF TWO GRAIN ELEVATORS, IN THE NORTHWEST ANGLE
 OO1135'OF THE INTERSECTION OF BLANCH AND MAIN STREETS.
 OO1135'
 OO1135'THE TANK IS PAINTED SILVER, WITH A RED TOP, 4 CHANNEL-LACED
 OO1135'STEEL LEGS, CONICAL ROOF, ABOUT 90 FEET HIGH, WITH THE LEGEND
 OO1135'MANLY ON THE NORTH AND SOUTH SIDES, AND A BALL ON TOP.
 OO1135'
 OO1135'THE POINT INTERSECTED WAS THE BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0322 ***********************************************************************
 MJ0322  DESIGNATION -  MANNING
 MJ0322  PID         -  MJ0322
 MJ0322  STATE/COUNTY-  IA/CARROLL
 MJ0322  USGS QUAD   -  MANNING (1978)
 MJ0322
 MJ0322                         *CURRENT SURVEY CONTROL
 MJ0322  ___________________________________________________________________
 MJ0322* NAD 83(1986)-  41 54 23.     (N)    095 03 55.     (W)     SCALED    
 MJ0322* NAVD 88     -       413.129  (meters)    1355.41   (feet)  ADJUSTED  
 MJ0322  ___________________________________________________________________
 MJ0322  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 MJ0322  DYNAMIC HT  -         412.941 (meters)    1354.79  (feet)  COMP
 MJ0322  MODELED GRAV-     980,155.8   (mgal)                       NAVD 88
 MJ0322
 MJ0322  VERT ORDER  -  SECOND    CLASS 0
 MJ0322
 MJ0322.The horizontal coordinates were scaled from a topographic map and have
 MJ0322.an estimated accuracy of +/- 6 seconds.
 MJ0322
 MJ0322.The orthometric height was determined by differential leveling
 MJ0322.and adjusted by the National Geodetic Survey in June 1991..
 MJ0322
 MJ0322.The geoid height was determined by GEOID03.
 MJ0322
 MJ0322.The dynamic height is computed by dividing the NAVD 88
 MJ0322.geopotential number by the normal gravity value computed on the
 MJ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0322.degrees latitude (g = 980.6199 gals.).
 MJ0322
 MJ0322.The modeled gravity was interpolated from observed gravity values.
 MJ0322
 MJ0322;                    North         East    Units  Estimated Accuracy
 MJ0322;SPC IA N     - 1,046,340.    1,370,130.      MT  (+/- 180 meters Scaled)
 MJ0322
 MJ0322                          SUPERSEDED SURVEY CONTROL
 MJ0322
 MJ0322  NGVD 29 (??/??/92)  412.999  (m)         1354.98   (f) ADJ UNCH    2 0
 MJ0322
 MJ0322.Superseded values are not recommended for survey control.
 MJ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0322.See file dsdata.txt to determine how the superseded data were derived.
 MJ0322
 MJ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG287414(NAD 83)
 MJ0322_MARKER: DB = BENCH MARK DISK
 MJ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0322_STAMPING: MANNING 1934
 MJ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0322+STABILITY: SURFACE MOTION
 MJ0322
 MJ0322  HISTORY     - Date     Condition        Report By
 MJ0322  HISTORY     - 1934     MONUMENTED       CGS
 MJ0322
 MJ0322                          STATION DESCRIPTION
 MJ0322
 MJ0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MJ0322'AT MANNING.
 MJ0322'AT MANNING, CARROLL COUNTY, AT THE NORTHEAST CORNER OF THE CITY
 MJ0322'PARK, AND ON THE NORTHEAST SIDE OF A SMALL CIRCULAR PLOT.  A
 MJ0322'STANDARD DISK, STAMPED MANNING 1934 AND SET IN THE TOP OF A
 MJ0322'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1147 ***********************************************************************
 MJ1147  DESIGNATION -  MANNING
 MJ1147  PID         -  MJ1147
 MJ1147  STATE/COUNTY-  IA/CARROLL
 MJ1147  USGS QUAD   -  TEMPLETON (1971)
 MJ1147
 MJ1147                         *CURRENT SURVEY CONTROL
 MJ1147  ___________________________________________________________________
 MJ1147* NAD 83(1996)-  41 54 10.50497(N)    094 59 47.62180(W)     ADJUSTED  
 MJ1147* NAVD 88     -       468.     (meters)    1535.     (feet)  SCALED    
 MJ1147  ___________________________________________________________________
 MJ1147  LAPLACE CORR-           8.69  (seconds)                    DEFLEC99
 MJ1147  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 MJ1147
 MJ1147  HORZ ORDER  -  FIRST
 MJ1147
 MJ1147.The horizontal coordinates were established by classical geodetic methods
 MJ1147.and adjusted by the National Geodetic Survey in May 1999..
 MJ1147
 MJ1147.The orthometric height was scaled from a topographic map.
 MJ1147
 MJ1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1147
 MJ1147.The geoid height was determined by GEOID03.
 MJ1147
 MJ1147;                    North         East     Units Scale Factor Converg.
 MJ1147;SPC IA N     - 1,045,854.211 1,375,822.739   MT  1.00003375   -1 00 51.4
 MJ1147;SPC IA S     -   212,393.716   375,823.662   MT  1.00002343   -0 59 08.8
 MJ1147;UTM  15      - 4,640,924.897   334,394.745   MT  0.99993748   -1 20 01.5
 MJ1147
 MJ1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1147!SPC IA N     -   0.99993109  x   1.00003375  =   0.99996484
 MJ1147!SPC IA S     -   0.99993109  x   1.00002343  =   0.99995452
 MJ1147!UTM  15      -   0.99993109  x   0.99993748  =   0.99986858
 MJ1147
 MJ1147:                Primary Azimuth Mark                     Grid Az
 MJ1147:SPC IA N     -  HALBUR MUNICIPAL STANDPIPE               011 36 32.9
 MJ1147:SPC IA S     -  HALBUR MUNICIPAL STANDPIPE               011 34 50.3
 MJ1147:UTM  15      -  HALBUR MUNICIPAL STANDPIPE               011 55 43.0
 MJ1147
 MJ1147|---------------------------------------------------------------------|
 MJ1147| PID    Reference Object                     Distance      Geod. Az  |
 MJ1147|                                                           dddmmss.s |
 MJ1147| NL0843 HALBUR MUNICIPAL STANDPIPE          APPROX.11.8 KM 0103541.5 |
 MJ1147| NL0838 ROSELLE CH OF THE HOLY ANGEL        APPROX.12.7 KM 0310937.6 |
 MJ1147| CL7398 MANNING RM 1                         39.712 METERS 05608     |
 MJ1147| CL7402 MANNING RM 5                         29.698 METERS 05705     |
 MJ1147| MJ1133 WILLEY IMM CON CH SPIRE             APPROX.16.7 KM 0595702.1 |
 MJ1147| CL7400 MANNING RM 3                         32.074 METERS 06015     |
 MJ1147| MJ1146 TEMPLETON SACRED HEART CH           APPROX. 4.5 KM 0675459.8 |
 MJ1147| MJ1145 TEMPLETON MUNICIPAL STANDPIPE       APPROX. 4.9 KM 0690354.8 |
 MJ1147| MJ1148 37 A PJH                             25.118 METERS 08633     |
 MJ1147| MJ1134 DEDHAM MUNICIPAL TANK               APPROX.14.6 KM 0890022.0 |
 MJ1147| CL7401 MANNING RM 4                         29.625 METERS 10947     |
 MJ1147| CL7403 MANNING RM 6                         27.139 METERS 11308     |
 MJ1147| CL7399 MANNING RM 2                         56.257 METERS 14506     |
 MJ1147| MJ1142 GRAY MUNICIPAL TANK                 APPROX. 7.3 KM 1682540.6 |
 MJ1147| CL7396 MANNING AZ MK                                      1771802.5 |
 MJ1147| CL7397 MANNING AZ MK 2                                    1773717.5 |
 MJ1147| MJ1159 MANILLA MUNICIPAL TANK              APPROX.19.3 KM 2660313.6 |
 MJ1147| MJ1149 MANNING MUNICIPAL TANK              APPROX. 5.6 KM 2764811.5 |
 MJ1147| NL0601 ARCADIA MUNICIPAL TANK              APPROX.20.9 KM 3484914.5 |
 MJ1147|---------------------------------------------------------------------|
 MJ1147
 MJ1147                          SUPERSEDED SURVEY CONTROL
 MJ1147
 MJ1147  NAD 83(1986)-  41 54 10.50227(N)    094 59 47.62568(W) AD(       ) 1
 MJ1147  NAD 27      -  41 54 10.55600(N)    094 59 46.65900(W) AD(       ) 1
 MJ1147
 MJ1147.Superseded values are not recommended for survey control.
 MJ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1147.See file dsdata.txt to determine how the superseded data were derived.
 MJ1147
 MJ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3439540925(NAD 83)
 MJ1147_MARKER: DS = TRIANGULATION STATION DISK
 MJ1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1147
 MJ1147  HISTORY     - Date     Condition        Report By
 MJ1147  HISTORY     - 1934     MONUMENTED       CGS
 MJ1147  HISTORY     - 1950     SEE DESCRIPTION  CGS
 MJ1147  HISTORY     - 1968     GOOD             USGS
 MJ1147  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MJ1147
 MJ1147                          STATION DESCRIPTION
 MJ1147
 MJ1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1147'THIS STATION IS ABOUT 3-1/2 MILES E OF MANNING, ABOUT 3 MILES
 MJ1147'WNW OF TEMPLETON, IN NE 1/4 SECTION 23, T 82 N, R 36 W, ABOUT
 MJ1147'0.3 MILE S OF DISTRICT NO. 5 SCHOOL, ON LAND OWNED BY JOE
 MJ1147'SCYLLER, WHO LIVES 2 MILES E AND 1-1/2 MILES S OF STATION, ON
 MJ1147'SUMMIT OF HILL, ABOUT 0.25 MILE S OF STATE HIGHWAY 46, 133
 MJ1147'FEET W OF CENTER LINE OF N-S DIRT ROAD, 106 FEET W OF THE
 MJ1147'RIGHT-OF-WAY FENCE, 1 FOOT S OF THE E-W T FENCE THAT SEPARATES
 MJ1147'TWO CULTIVATED FIELDS.  THE MARK IS 20 INCHES UNDERGROUND.
 MJ1147'
 MJ1147'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 MJ1147'DISKS SET IN A SQUARE BLOCK OR POST OF CONCRETE.
 MJ1147'
 MJ1147'UNDERGROUND MARK IS A STANDARD BRONZE DISK STATION MARK.
 MJ1147'
 MJ1147'REFERENCE MARK NO. 1 IS NE OF STATION, 28 FEET W OF CENTER LINE OF
 MJ1147'ROAD, 2 FEET OF RIGHT-OF-WAY FENCE, 70 FEET N OF THE E-W T-FENCE.
 MJ1147'IT PROJECTS 5 INCHES.
 MJ1147'
 MJ1147'REFERENCE MARK NO. 2 IS SE OF STATION, 28 FEET W OF
 MJ1147'CENTER LINE OF ROAD, 1 FOOT E OF THE RIGHT-OF-WAY FENCE, 223.99
 MJ1147'FEET S OF REFERENCE MARK NO. 1.  IT PROJECTS 6 INCHES.
 MJ1147'
 MJ1147'AZIMUTH MARK IS S OF STATION, 30 FEET W OF CENTER LINE OF
 MJ1147'ROAD ON RIGHT-OF-WAY FENCE ACROSS THE ROAD FROM MR. ANTON
 MJ1147'STOEBERLS HOUSE.  IT PROJECT 5 INCHES.
 MJ1147'
 MJ1147'TO REACH FROM MANNING, GO E ON STATE HIGHWAY 43, 3.5 MILES
 MJ1147'TO THE DISTRICT NO. 5 SCHOOL, THENCE S 0.25 MILE ON DIRT ROAD
 MJ1147'TO THE E-W FENCE AND STATION ON W SIDE OF ROAD.
 MJ1147'
 MJ1147'ALL LIGHTS COME INTO VIEW AT 15 FEET.
 MJ1147'
 MJ1147'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 MJ1147
 MJ1147                          STATION RECOVERY (1950)
 MJ1147
 MJ1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1147'THE STATION AND AZIMUTH MARKS WERE RECOVERED AND FOUND TO BE
 MJ1147'IN GOOD CONDITION.  THE ROAD HAS BEEN WIDENED AND REFERENCE
 MJ1147'MARKS NO. 1 AND 2 WERE DESTORYED.  REFERENCE MARKS NO. 3 AND 4
 MJ1147'WERE SET.
 MJ1147'
 MJ1147'A NEW DESCRIPTION FOLLOWS.
 MJ1147'
 MJ1147'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST-SOUTHEAST OF
 MJ1147'MANNING, 3 MILES SOUTHWEST OF THE VILLAGE OF TEMPLETON AND
 MJ1147'1/4 MILE SOUTH OF STATE HIGHWAY 141.  IT IS 125 FEET WEST OF THE
 MJ1147'CENTERLINE OF THE ROAD, 90 FEET WEST OF THE RIGHT-OF-WAY FENCE
 MJ1147'AND 1 FOOT SOUTH OF AN EAST AND WEST FENCE.  THE MARK IS ABOUT
 MJ1147'30 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 MJ1147'STAMPED MANNING 1934.
 MJ1147'
 MJ1147'REFERENCE MARK NO. 3 IS 50 FEET NORTH OF A T-FENCE CORNER,
 MJ1147'33 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1 FOOT EAST OF
 MJ1147'THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 2 INCHES AND THE
 MJ1147'DISK IS STAMPED MANNING NO 3 1950.
 MJ1147'
 MJ1147'REFERENCE MARK NO. 4 IS 35 FEET SOUTH OF A T-FENCE CORNER, 32
 MJ1147'FEET WEST OF THE CENTERLINE OF THE ROAD, 18 FEET NORTH OF A
 MJ1147'TELEPHONE POLE AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.
 MJ1147'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MANNING
 MJ1147'NO 4 1950.
 MJ1147'
 MJ1147'AZIMUTH MARK IS 30 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.5
 MJ1147'FEET EAST OF THE RIGHT-OF-WAY FENCE AND 2 FEET NORTHEAST OF
 MJ1147'A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MJ1147'STAMPED MANNING AZIMUTH 1934.
 MJ1147'
 MJ1147'TO REACH FROM THE INTERSECTION OF MAIN STREET AND STATE HIGHWAY
 MJ1147'141 IN MANNING, GO EAST ON HIGHWAY 141 FOR 3.5 MILES TO
 MJ1147'CROSSROADS, TURN RIGHT (SOUTH) ON A GRAVELED ROAD 0.25 MILE
 MJ1147'TO A T-FENCE CORNER ON THE RIGHT AND THE STATION AS DESCRIBED.
 MJ1147'
 MJ1147'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.4 MILE
 MJ1147'TO THE MARK ON THE RIGHT JUST BEFORE REACHING A FARM HOUSE ON
 MJ1147'THE LEFT.
 MJ1147'
 MJ1147'THE 1950 DIRECTION TO THE AZIMUTH MARK DID NOT CHECK WITH
 MJ1147'THE 1934.
 MJ1147'
 MJ1147'OBSERVATIONS TAKE FROM A 64 FT. TOWER.
 MJ1147'
 MJ1147'A 74 FT. SIGNAL AT AUDUBON 1930, IRWIN 1930, MANILLA, IS V.G.
 MJ1147'
 MJ1147'A 4 FT. SIGNAL AT ASPEN IS V.G.
 MJ1147'
 MJ1147'A 100 FT. SIGNAL AT WEST SIDE IS VISIBLE AT 64 FT.
 MJ1147
 MJ1147                          STATION RECOVERY (1968)
 MJ1147
 MJ1147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MJ1147'REFERENCE MARKS 3 AND 4 WERE FOUND LYING ALONG SIDE OF ROAD
 MJ1147'DESTROYED.  THE STATION MARK IS OUT IN A CORN FIELD, 30 INCHES
 MJ1147'BELOW GROUND AND WAS NOT SEARCHED FOR.  THE E AND W FENCE
 MJ1147'MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN REMOVED.
 MJ1147'
 MJ1147'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2
 MJ1147'MI. E. OF MANNING.
 MJ1147
 MJ1147                          STATION RECOVERY (1969)
 MJ1147
 MJ1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MJ1147'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 MJ1147'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND THE AZIMUTH
 MJ1147'MARK WERE FOUND DESTROYED BY ROAD CONSTRUCTION.
 MJ1147'
 MJ1147'REFERENCE MARK NO. 5, REFERENCE MARK NO. 6, AND A NEW AZIMUTH
 MJ1147'MARK WERE SET.
 MJ1147'
 MJ1147'FOLLOWING IS A NEW DESCRIPTION.
 MJ1147'
 MJ1147'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND STATE
 MJ1147'HIGHWAY 141 IN MANNING, GO EAST ON STATE HIGHWAY 141 FOR 3.65
 MJ1147'MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED
 MJ1147'ROAD FOR 0.25 MILE TO TOP OF HILL AND THE STATION ON THE RIGHT.
 MJ1147'(CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.45 MILE TO A
 MJ1147'HOUSE ON THE LEFT, A GATE AND THE AZIMUTH MARK ON THE RIGHT.)
 MJ1147'
 MJ1147'STATION MARK, A STANDARD DISK STAMPED MANNING 1934, IS SET IN
 MJ1147'THE TOP OF A SQUARE CONCRETE POST WHICH IS 30 INCHES BELOW
 MJ1147'THE SURFACE OF THE GROUND.  IT IS 171.5 FEET NORTHWEST OF THE
 MJ1147'NORTH GATE POST FOR A WIRE GATE, 123.5 FEET WEST OF THE CENTER
 MJ1147'OF THE GRAVELED ROAD, 81 FEET WEST OF A METAL WITNESS POST
 MJ1147'SET IN A NORTH-SOUTH FENCE, AND IN A CULTIVATED FIELD.
 MJ1147'THE UNDERGROUND MARK WAS NOT INSPECTED.
 MJ1147'
 MJ1147'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED MANNING 1934
 MJ1147'NO. 5 1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 MJ1147'PROJECTS 5 INCHES.  IT IS 54 FEET NORTH OF A TELEPHONE POLE,
 MJ1147'41 FEET WEST OF THE CORNER OF THE ROAD, AND 1 FOOT EAST OF THE
 MJ1147'FENCE.
 MJ1147'
 MJ1147'REFERENCE MARK NO. 6, A STANDARD DISK STAMPED MANNING 1934
 MJ1147'NO. 6 1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 MJ1147'WHICH PROJECTS 3 INCHES.  IT IS 41 FEET WEST OF THE CENTER OF
 MJ1147'THE ROAD, 35 FEET SOUTH OF THE TELEPHONE POLE, AND 1 FOOT EAST
 MJ1147'OF THE FENCE.
 MJ1147'
 MJ1147'37A PJH, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 MJ1147'STAMPED 37A PJH 1969, CRIMPED TO THE TOP OF 10 FOOT LENGTHS
 MJ1147'OF COPPER COATED ROD, DRIVEN FLUSH WITH GROUND AND SET IN
 MJ1147'6-INCH TILE FILLED WITH GRAVEL.  IT IS 41 FEET WEST OF THE
 MJ1147'CENTER OF THE ROAD, 5 FEET NORTH OF A TELEPHONE POLE, 3.5
 MJ1147'FEET NORTH-NORTHEAST OF A METAL WITNESS POST, AND 1 FOOT
 MJ1147'EAST OF A FENCE.
 MJ1147'
 MJ1147'AZIMUTH MARK, A STANDARD DISK STAMPED MANNNG 1934 1969, IS SET
 MJ1147'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 MJ1147'IT IS 40 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 4.5
 MJ1147'FEET NORTH OF NORTH GATE POST, 1 FOOT NORTH OF A METAL WITNESS
 MJ1147'POST, AND 1 FOOT EAST OF A FENCE.
 MJ1147'
 MJ1147'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.5
 MJ1147'MILES EAST OF MANNING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1149 ***********************************************************************
 MJ1149  DESIGNATION -  MANNING MUNICIPAL TANK
 MJ1149  PID         -  MJ1149
 MJ1149  STATE/COUNTY-  IA/CARROLL
 MJ1149  USGS QUAD   -  MANNING (1978)
 MJ1149
 MJ1149                         *CURRENT SURVEY CONTROL
 MJ1149  ___________________________________________________________________
 MJ1149* NAD 83(1996)-  41 54 31.80591(N)    095 03 47.42948(W)     ADJUSTED  
 MJ1149* NAVD 88     -                                                        
 MJ1149  ___________________________________________________________________
 MJ1149  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 MJ1149  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 MJ1149
 MJ1149  HORZ ORDER  -  THIRD
 MJ1149
 MJ1149.The horizontal coordinates were established by classical geodetic methods
 MJ1149.and adjusted by the National Geodetic Survey in May 1999..
 MJ1149
 MJ1149
 MJ1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1149
 MJ1149.The geoid height was determined by GEOID03.
 MJ1149
 MJ1149;                    North         East     Units Scale Factor Converg.
 MJ1149;SPC IA N     - 1,046,611.346 1,370,308.271   MT  1.00003239   -1 03 34.0
 MJ1149;SPC IA S     -   213,148.041   370,308.859   MT  1.00002470   -1 01 46.8
 MJ1149;UTM  15      - 4,641,712.678   328,885.045   MT  0.99996031   -1 22 42.3
 MJ1149
 MJ1149                          SUPERSEDED SURVEY CONTROL
 MJ1149
 MJ1149  NAD 83(1996)-  41 54 31.80312(N)    095 03 47.43446(W) AD(       ) 4
 MJ1149  NAD 83(1986)-  41 54 31.80359(N)    095 03 47.43442(W) AD(       ) 4
 MJ1149  NAD 27      -  41 54 31.85900(N)    095 03 46.46000(W) AD(       ) 3
 MJ1149
 MJ1149.Superseded values are not recommended for survey control.
 MJ1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1149.See file dsdata.txt to determine how the superseded data were derived.
 MJ1149
 MJ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG2888541713(NAD 83)
 MJ1149_MARKER: 53 = ELEVATED TANK
 MJ1149
 MJ1149  HISTORY     - Date     Condition        Report By
 MJ1149  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1149  HISTORY     - 1950     GOOD             CGS
 MJ1149  HISTORY     - 1980     GOOD             NGS
 MJ1149
 MJ1149                          STATION DESCRIPTION
 MJ1149
 MJ1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1149'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF MANNING,
 MJ1149'IOWA.  IT IS LOCATED IN THE CENTER OF THE TOWN NEAR THE N
 MJ1149'SIDE OF THE BLOCK BOUNDED BY THIRD STREET ON THE N, ANN STREET
 MJ1149'ON THE E, FOURTH STREET ON THE S AND CENTER STREET ON THE
 MJ1149'W.  THE TANK IS ABOUT 30 YARDS S OF THE CENTER LINE OF THIRD
 MJ1149'STREET.  50 YARDS E OF THE CENTER LINE OF CENTER STREET AND
 MJ1149'70 YARDS W OF THE CENTR LINE OF ANN STREET.  IT WAS ERECTED
 MJ1149'IN 1909.  IT IS QUITE PROMINENT BEING VISIBLE FOR CONSIDERABLE
 MJ1149'DISTANCE.
 MJ1149'
 MJ1149'THE TANK HAS FOUR BLACK TRUSS-WORK LEGS ABOUT 90 FEET HIGH.
 MJ1149'THE BLACK OVAL SECTION OF THE TANK EXTENDS DOWNWARD ABOUT
 MJ1149'20 FEET FROM WHICH A ROUND FEED-PIPE JACKET EXTENDS TO THE
 MJ1149'GROUND.  THE VERTICAL SECTION, BLACK IN COLOR, IS ABOUT 30
 MJ1149'FEET HIGH AND HAS A CAT-WALK AND SILVER RAIL AROUND THE BASE.
 MJ1149'THE ROOF IS CONCAVE, CONICAL IN SHAPE, SILVER IN COLOR AND ABOUT
 MJ1149'4 FEET HIGH.  IT HAS PROJECTING EAVES AND A SILVER BALL AT THE
 MJ1149'APEX.  THE TOTAL HEIGHT IS ABOUT 125 FEET.
 MJ1149
 MJ1149                          STATION RECOVERY (1950)
 MJ1149
 MJ1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1149'THE STATION IS LOCATED IN THE TOWN OF MANNING, IN THE NEAR
 MJ1149'CENTER OF THE BLOCK WHICH IS BORDERED ON THE NORTH BY THIRD
 MJ1149'STREET, AND ON THE WEST BY CENTER STREET.  IT IS ABOUT 120 FEET
 MJ1149'HIGH, HAS FOUR LEGS, AND IS PAINTED SILVER.  THE POINT INTERSECTED
 MJ1149'WAS THE BALL ON TOP OF THE TANK.  THIS INTERSECTION STATION
 MJ1149'WAS ESTABLISHED IN 1934.
 MJ1149
 MJ1149                          STATION RECOVERY (1980)
 MJ1149
 MJ1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MJ1149'THE STATION, MANNING MUNICIPAL WATER TANK, WAS RECOVERED IN GOOD
 MJ1149'CONDITION AND AS PREVIOUSLY DESCRIBED.  IT IS PRESENTLY PAINTED
 MJ1149'SILVER WITH THE CONICAL TOP BEING PAINTED RED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0945 ***********************************************************************
 OO0945  CBN         -  This is a Cooperative Base Network Control Station.
 OO0945  DESIGNATION -  MAPLE
 OO0945  PID         -  OO0945
 OO0945  STATE/COUNTY-  IA/HOWARD
 OO0945  USGS QUAD   -  SARATOGA (1981)
 OO0945
 OO0945                         *CURRENT SURVEY CONTROL
 OO0945  ___________________________________________________________________
 OO0945* NAD 83(1996)-  43 18 56.87167(N)    092 26 08.32323(W)     ADJUSTED  
 OO0945* NAVD 88     -       413.1    (meters)    1355.     (feet)  GPS OBS   
 OO0945  ___________________________________________________________________
 OO0945  X           -    -197,537.065 (meters)                     COMP
 OO0945  Y           -  -4,644,034.792 (meters)                     COMP
 OO0945  Z           -   4,353,356.903 (meters)                     COMP
 OO0945  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 OO0945  ELLIP HEIGHT-         382.71  (meters)          (06/15/04) GPS OBS
 OO0945  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 OO0945
 OO0945  HORZ ORDER  -  B
 OO0945  ELLP ORDER  -  FOURTH    CLASS I
 OO0945
 OO0945.The horizontal coordinates were established by GPS observations
 OO0945.and adjusted by the National Geodetic Survey in January 1997..
 OO0945.No horizontal observational check was made to the station.
 OO0945
 OO0945.The orthometric height was determined by GPS observations and a
 OO0945.high-resolution geoid model.
 OO0945
 OO0945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0945
 OO0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0945
 OO0945.The ellipsoidal height was determined by GPS observations
 OO0945.and is referenced to NAD 83.
 OO0945
 OO0945.The geoid height was determined by GEOID03.
 OO0945
 OO0945;                    North         East     Units Scale Factor Converg.
 OO0945;SPC IA N     - 1,202,243.969 1,586,341.242   MT  1.00000935   +0 43 16.9
 OO0945;UTM  15      - 4,796,039.182   545,763.384   MT  0.99962576   +0 23 13.8
 OO0945
 OO0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0945!SPC IA N     -   0.99993999  x   1.00000935  =   0.99994934
 OO0945!UTM  15      -   0.99993999  x   0.99962576  =   0.99956577
 OO0945
 OO0945:                Primary Azimuth Mark                     Grid Az
 OO0945:SPC IA N     -  OSTRANDER TV STA KROC MAST               000 39 04.8
 OO0945:UTM  15      -  OSTRANDER TV STA KROC MAST               000 59 07.9
 OO0945
 OO0945|---------------------------------------------------------------------|
 OO0945| PID    Reference Object                     Distance      Geod. Az  |
 OO0945|                                                           dddmmss.s |
 OO0945| OO0870 OSTRANDER TV STA KROC MAST          APPROX.28.3 KM 0012221.7 |
 OO0945| CI5921 MAPLE RM 2                            9.456 METERS 17908     |
 OO0945| OO0935 ELMA MUN TANK                       APPROX. 7.8 KM 1805914.7 |
 OO0945| CI5919 MAPLE AZ MK                                        1835604.3 |
 OO0945| OO0950 RICEVILLE MUN TANK                  APPROX.11.2 KM 2981958.0 |
 OO0945| CI5920 MAPLE RM 1                           10.620 METERS 35920     |
 OO0945|---------------------------------------------------------------------|
 OO0945
 OO0945                          SUPERSEDED SURVEY CONTROL
 OO0945
 OO0945  ELLIP H (01/15/97)  382.77   (m)                       GP(       ) 4 1
 OO0945  NAD 83(1986)-  43 18 56.86509(N)    092 26 08.32333(W) AD(       ) 1
 OO0945  NAD 27      -  43 18 56.97501(N)    092 26 07.68703(W) AD(       ) 1
 OO0945  NGVD 29 (07/19/86)  413.2    (m)         1356.     (f) VERT ANG       
 OO0945
 OO0945.Superseded values are not recommended for survey control.
 OO0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0945.See file dsdata.txt to determine how the superseded data were derived.
 OO0945
 OO0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4576396039(NAD 83)
 OO0945_MARKER: DS = TRIANGULATION STATION DISK
 OO0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0945_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0945_STAMPING: MAPLE 1971
 OO0945_MARK LOGO: CGS   
 OO0945_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0945+STABILITY: SURFACE MOTION
 OO0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0945+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1996
 OO0945
 OO0945  HISTORY     - Date     Condition        Report By
 OO0945  HISTORY     - 1971     MONUMENTED       NGS
 OO0945  HISTORY     - 19960215 GOOD             IADT
 OO0945  HISTORY     - 19960311 GOOD             MNDT
 OO0945
 OO0945                          STATION DESCRIPTION
 OO0945
 OO0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0945'THE STATION IS ABOUT 7.0 MILES EAST-SOUTHEAST OF RICEVILLE,
 OO0945'4.5 MILES NORTH OF ELMA AND 3.0 MILES WEST OF THE SMALL VILLAGE
 OO0945'OF MAPLE LEAF.  IT IS IN THE SOUTHWEST 1/4 OF SECTION 7, R 13 W.
 OO0945'T. 98 N AND ON THE EAST ROAD RIGHT-OF-WAY OF COUNTY ROAD V 18.
 OO0945'
 OO0945'TO REACH THE STATION FROM THE POST OFFICE IN RICEVILLE, GO EAST ON
 OO0945'STATE HIGHWAY 9 FOR 6.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 OO0945'AND GO SOUTH ON COUNTY ROAD V 18 FOR 3.45 MILES TO A CROSSROAD.
 OO0945'CONTINUE SOUTH ON COUNTY ROAD V 18 FOR 0.4 MILE TO THE STATION
 OO0945'ON THE LEFT.
 OO0945'
 OO0945'STATION MARKS ARE STANDARD DISKS STAMPED MAPLE 1971.  THE
 OO0945'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO0945'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 228 FEET NORTH
 OO0945'OF A POWER LINE POLE, 138 FEET SOUTH OF A POWER LINE POLE,
 OO0945'51 FEET EAST OF THE CENTER OF COUNTY ROAD V 18, 16 FEET SOUTH
 OO0945'OF THE CENTER OF FIELD ENTRANCE AND 13 FEET EAST-SOUTHEAST OF
 OO0945'THE SOUTH END OF A METAL CULVERT.  THE UNDERGROUND DISK IS
 OO0945'SET IN THE TOP OF AN IRREGULAL MASS OF CONCRETE 42 INCHES
 OO0945'BELOW THE GROUND SURFACE.
 OO0945'
 OO0945'REFERENCE MARK 1, A STANDARD DISK STAMPED MAPLE NO 1 1971,
 OO0945'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0945'FLUSH WITH THE GROUND SURFACE.  IT IS 103 FEET SOUTH OF THE
 OO0945'POWER LINE POLE, 50 FEET EAST OF THE CENTER OF COUNTY ROAD V 18,
 OO0945'19 FEET NORTH OF THE CENTER OF THE FIELD ENTRANCE AND 13 FEET
 OO0945'EAST-NORTHEAST OF THE NORTH END OF THE CULVERT.
 OO0945'
 OO0945'REFERENCE MARK 2, A STANDARD DISK STAMPED MAPLE NO 2 1971, IS SET
 OO0945'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 OO0945'THE GROUND SURFACE.  IT IS 51 FEET EAST OF THE CENTER OF COUNTY
 OO0945'ROAD V 18, 48 FEET SOUTH OF THE CENTER OF THE FIELD ENTRANCE
 OO0945'AND 37.3 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF THE CULVERT.
 OO0945'
 OO0945'THE AZIMUTH MARK, A STANDARD DISK STAMPED MAPLE 1971, IS SET
 OO0945'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 OO0945'THE GROUND SURFACE.  IT IS 59 FEET NORTH OF A TELEPHONE POLE,
 OO0945'48 FEET WEST OF THE CENTER OF COUNTY ROAD V 18, 1.6 FEET
 OO0945'EAST-SOUTHEAST OF A T-FENCE CORNER AND 1.2 FEET EAST OF A WIRE
 OO0945'FENCE.
 OO0945'
 OO0945'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COUNTY
 OO0945'ROAD V 18 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 OO0945'
 OO0945'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 OO0945
 OO0945                          STATION RECOVERY (1996)
 OO0945
 OO0945'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996
 OO0945'RECOVERED AS DESCRIBED BY IOWA DOT.  A PINK STATE HARN SURVEY SIGN WAS
 OO0945'SET 0.5 M (1.6 FT) WEST OF THE MONUMENT.
 OO0945
 OO0945                          STATION RECOVERY (1996)
 OO0945
 OO0945'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (GWO)
 OO0945'THE STATION, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDITION.  A RR
 OO0945'SPIKE WAS SET BY ALL THE MARKS MAKING THEM MAGNETIC.  A NEW
 OO0945'DESCRIPTION FOLLOWS.  THE MARK IS LOCATED ABOUT 13 MI (20.9 KM) SSE OF
 OO0945'THE TOWN OF LEROY IN THE SW 1/4 OF SECTION 7, T98N, R13W.  TO REACH
 OO0945'THE MARK FROM THE IOWA BORDER ON TH 218 AT THE SOUTH EDGE OF LYLE-MN,
 OO0945'GO SOUTH FOR 5.7 MI (9.2 KM) ON TH 218, THEN GO EAST FOR 7.25 MI
 OO0945'(11.67 KM) ON CO RD A23, THEN GO SOUTH FOR 3.4 MI (5.5 KM) ON CO RD
 OO0945'T40, THEN GO EAST FOR 9.6 MI (15.4 KM) ON CO RD A31, THEN GO SOUTH FOR
 OO0945'1.75 MI (2.82 KM) ON CO RD T62, THEN GO EAST ON TH 9 FOR 1.75 MI (2.82
 OO0945'KM) TO THE RICEVILLE POST OFFICE, CONTINUE GOING EAST FOR 6.3 MI (10.1
 OO0945'KM) ON TH 9, THEN GO SOUTH ON CO RD V18 (GARDEN AVE) FOR 3.85 MI (6.20
 OO0945'KM) TO THE MARK ON THE LEFT.  THE MARK, A DISK SET IN A CONC MON, IS
 OO0945'51 FT (15.5 M) EAST OF CO RD V18, 16 FT (4.9 M) SOUTH OF A FIELD ENT,
 OO0945'133 FT (40.5 M) SOUTH OF A P-POLE, 138 FT (42.1 M) SOUTH OF A POLE
 OO0945'STUMP, AND 13 FT (4.0 M) ESE OF CULVERT. RECOVERED AND DESCRIBED BY
 OO0945'GREGORY W.  OBERN, CHECKED BY J.E.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0357 ***********************************************************************
 NL0357  DESIGNATION -  MAPLETON
 NL0357  PID         -  NL0357
 NL0357  STATE/COUNTY-  IA/MONONA
 NL0357  USGS QUAD   -  MAPLETON (1982)
 NL0357
 NL0357                         *CURRENT SURVEY CONTROL
 NL0357  ___________________________________________________________________
 NL0357* NAD 83(1986)-  42 09 50.     (N)    095 47 22.     (W)     SCALED    
 NL0357* NAVD 88     -       352.891  (meters)    1157.78   (feet)  ADJUSTED  
 NL0357  ___________________________________________________________________
 NL0357  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 NL0357  DYNAMIC HT  -         352.760 (meters)    1157.35  (feet)  COMP
 NL0357  MODELED GRAV-     980,239.7   (mgal)                       NAVD 88
 NL0357
 NL0357  VERT ORDER  -  SECOND    CLASS 0
 NL0357
 NL0357.The horizontal coordinates were scaled from a topographic map and have
 NL0357.an estimated accuracy of +/- 6 seconds.
 NL0357
 NL0357.The orthometric height was determined by differential leveling
 NL0357.and adjusted by the National Geodetic Survey in June 1991..
 NL0357
 NL0357.The geoid height was determined by GEOID03.
 NL0357
 NL0357.The dynamic height is computed by dividing the NAVD 88
 NL0357.geopotential number by the normal gravity value computed on the
 NL0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0357.degrees latitude (g = 980.6199 gals.).
 NL0357
 NL0357.The modeled gravity was interpolated from observed gravity values.
 NL0357
 NL0357;                    North         East    Units  Estimated Accuracy
 NL0357;SPC IA N     - 1,076,300.    1,310,830.      MT  (+/- 180 meters Scaled)
 NL0357
 NL0357                          SUPERSEDED SURVEY CONTROL
 NL0357
 NL0357  NGVD 29 (??/??/92)  352.750  (m)         1157.31   (f) ADJ UNCH    2 0
 NL0357
 NL0357.Superseded values are not recommended for survey control.
 NL0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0357.See file dsdata.txt to determine how the superseded data were derived.
 NL0357
 NL0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG695717(NAD 83)
 NL0357_MARKER: DB = BENCH MARK DISK
 NL0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0357_SP_SET: CONCRETE BASE
 NL0357_STAMPING: MAPLETON 1934
 NL0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0357
 NL0357  HISTORY     - Date     Condition        Report By
 NL0357  HISTORY     - 1934     MONUMENTED       CGS
 NL0357  HISTORY     - 1949     GOOD             NGS
 NL0357
 NL0357                          STATION DESCRIPTION
 NL0357
 NL0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NL0357'AT MAPLETON.
 NL0357'AT MAPLETON, AT THE CENTER OF THE CITY PARK, AT A WORLD WAR
 NL0357'MEMORIAL SUPPORTING A 75-MILLIMETER GUN BARREL, IN THE CENTER
 NL0357'OF THE NORTH FACE OF THE CONCRETE PYRAMIDAL BASE, AND 2 FEET
 NL0357'ABOVE THE GROUND.  A STANDARD DISK, STAMPED MAPLETON 1934 AND
 NL0357'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0660 ***********************************************************************
 NL0660  DESIGNATION -  MAPLETON MUNICIPAL TANK
 NL0660  PID         -  NL0660
 NL0660  STATE/COUNTY-  IA/MONONA
 NL0660  USGS QUAD   -  MAPLETON (1982)
 NL0660
 NL0660                         *CURRENT SURVEY CONTROL
 NL0660  ___________________________________________________________________
 NL0660* NAD 83(1996)-  42 09 32.87984(N)    095 47 07.57086(W)     ADJUSTED  
 NL0660* NAVD 88     -                                                        
 NL0660  ___________________________________________________________________
 NL0660  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 NL0660  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 NL0660
 NL0660  HORZ ORDER  -  THIRD
 NL0660
 NL0660.The horizontal coordinates were established by classical geodetic methods
 NL0660.and adjusted by the National Geodetic Survey in May 1999..
 NL0660
 NL0660
 NL0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0660
 NL0660.The geoid height was determined by GEOID03.
 NL0660
 NL0660;                    North         East     Units Scale Factor Converg.
 NL0660;SPC IA N     - 1,075,766.962 1,311,148.292   MT  0.99998450   -1 32 56.2
 NL0660;UTM  15      - 4,671,200.777   269,883.302   MT  1.00025161   -1 52 13.4
 NL0660
 NL0660                          SUPERSEDED SURVEY CONTROL
 NL0660
 NL0660  NAD 83(1996)-  42 09 32.88006(N)    095 47 07.57174(W) AD(       ) 4
 NL0660  NAD 83(1986)-  42 09 32.88052(N)    095 47 07.57040(W) AD(       ) 4
 NL0660  NAD 27      -  42 09 32.90900(N)    095 47 06.54400(W) AD(       ) 3
 NL0660
 NL0660.Superseded values are not recommended for survey control.
 NL0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0660.See file dsdata.txt to determine how the superseded data were derived.
 NL0660
 NL0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG6988371201(NAD 83)
 NL0660_MARKER: 53 = ELEVATED TANK
 NL0660
 NL0660  HISTORY     - Date     Condition        Report By
 NL0660  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0660
 NL0660                          STATION DESCRIPTION
 NL0660
 NL0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0660'STATION IS LOCATED AT THE SOUTHEAST EDGE OF MAPLETON IN A
 NL0660'FARM LAWN ON THE HIGHEST POINT IN THE VICINITY.  STATION IS OF
 NL0660'STEEL CONSTRUCTION, ABOUT 75 FEET HIGH AND HAS FOUR LEGS ABOUT
 NL0660'25 FEET SQUARE AT BASE.  STATION IS PAINTED SILVER WITH THE
 NL0660'LETTERS MAPLETON IN BLACK ON THE WEST SIDE OF TANK.
 NL0660'
 NL0660'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 NL0660'
 NL0660'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 141 AND 175 IN
 NL0660'MAPLETON GO SOUTH ON STATE 141 FOR 0.3 MILE.  TURN LEFT AND
 NL0660'GO EAST FOR 0.25 MILE TO CROSS STREETS.  TURN RIGHT AND GO
 NL0660'SOUTH FOR 0.1 MILE TO END OF STREET.  CONTINUE SOUTHEAST UP
 NL0660'DRIVEWAY TO STATION IN FRONT OF HOUSE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0656 ***********************************************************************
 NL0656  DESIGNATION -  MAPLETON RESET
 NL0656  PID         -  NL0656
 NL0656  STATE/COUNTY-  IA/MONONA
 NL0656  USGS QUAD   -  DANBURY (1982)
 NL0656
 NL0656                         *CURRENT SURVEY CONTROL
 NL0656  ___________________________________________________________________
 NL0656* NAD 83(1996)-  42 08 47.16325(N)    095 44 07.23513(W)     ADJUSTED  
 NL0656* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 NL0656  ___________________________________________________________________
 NL0656  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 NL0656  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 NL0656
 NL0656  HORZ ORDER  -  FIRST
 NL0656
 NL0656.The horizontal coordinates were established by classical geodetic methods
 NL0656.and adjusted by the National Geodetic Survey in May 1999..
 NL0656
 NL0656.The orthometric height was scaled from a topographic map.
 NL0656
 NL0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0656
 NL0656.The geoid height was determined by GEOID03.
 NL0656
 NL0656;                    North         East     Units Scale Factor Converg.
 NL0656;SPC IA N     - 1,074,246.235 1,315,249.363   MT  0.99998648   -1 30 54.0
 NL0656;UTM  15      - 4,669,656.680   273,976.822   MT  1.00022864   -1 50 10.6
 NL0656
 NL0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0656!SPC IA N     -   0.99993598  x   0.99998648  =   0.99992246
 NL0656!UTM  15      -   0.99993598  x   1.00022864  =   1.00016460
 NL0656
 NL0656:                Primary Azimuth Mark                     Grid Az
 NL0656:SPC IA N     -  BATTLE CREEK MUNICIPAL TANK              030 45 02.3
 NL0656:UTM  15      -  BATTLE CREEK MUNICIPAL TANK              031 04 18.9
 NL0656
 NL0656|---------------------------------------------------------------------|
 NL0656| PID    Reference Object                     Distance      Geod. Az  |
 NL0656|                                                           dddmmss.s |
 NL0656| NL0644 BATTLE CREEK MUNICIPAL TANK         APPROX.22.3 KM 0291408.3 |
 NL0656| CO4019 MAPLETON AZ MK                                     0623458.5 |
 NL0656| NL0616 SCHLESWIG MUNICIPAL TANK            APPROX.24.7 KM 0843859.6 |
 NL0656| CO4020 MAPLETON RM 1                                      09235     |
 NL0656| NL0650 IMMANUEL EV LUTHER KIRCHE           APPROX.10.1 KM 0954358.1 |
 NL0656| CO4023 MAPLETON RM 4                        10.488 METERS 09615     |
 NL0656| NL0654 UTE MUNICIPAL TANK                  APPROX.11.0 KM 1654107.2 |
 NL0656| CO4022 MAPLETON RM 3                        17.561 METERS 26754     |
 NL0656| CO4021 MAPLETON RM 2                        26.649 METERS 26951     |
 NL0656| NL0660 MAPLETON MUNICIPAL TANK             APPROX. 4.4 KM 2884948.8 |
 NL0656|---------------------------------------------------------------------|
 NL0656
 NL0656                          SUPERSEDED SURVEY CONTROL
 NL0656
 NL0656  NAD 83(1996)-  42 08 47.16353(N)    095 44 07.23619(W) AD(       ) 1
 NL0656  NAD 83(1986)-  42 08 47.16411(N)    095 44 07.23575(W) AD(       ) 1
 NL0656  NAD 27      -  42 08 47.19300(N)    095 44 06.21700(W) AD(       ) 1
 NL0656
 NL0656.Superseded values are not recommended for survey control.
 NL0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0656.See file dsdata.txt to determine how the superseded data were derived.
 NL0656
 NL0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG7397769657(NAD 83)
 NL0656_MARKER: DS = TRIANGULATION STATION DISK
 NL0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0656_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0656
 NL0656  HISTORY     - Date     Condition        Report By
 NL0656  HISTORY     - 1950     MONUMENTED       CGS
 NL0656  HISTORY     - 1969     SEE DESCRIPTION  USGS
 NL0656  HISTORY     - 1970     POOR             NGS
 NL0656  HISTORY     - 1972     GOOD             IAHD
 NL0656
 NL0656                          STATION DESCRIPTION
 NL0656
 NL0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0656'STATION IS LOCATED ABOUT 4 MILES EAST SOUTHEAST OF MAPLETON
 NL0656'ON A HIGH HILL IN A CULTIVATED FIELD.  STATION IS 77 FEET
 NL0656'EAST OF A T FENCE CORNER, 6 FEET WEST NORTHWEST OF WITNESS
 NL0656'POST AND 2 FEET NORTH OF FENCELINE.  THE MARK IS ABOUT 12
 NL0656'INCHES BELOW THE SURFACE AND THE DISK IS STAMPED MAPLETON
 NL0656'1950.
 NL0656'
 NL0656'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF FENCE.  THE MARK
 NL0656'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MAPLETON
 NL0656'NO 1 1950.
 NL0656'
 NL0656'REFERENCE MARK NO. 2 IS 10 FEET WEST OF T FENCE CORNER AND
 NL0656'1 FOOT NORTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 NL0656'AND THE DISK IS STAMPED MAPLETON NO 2 1950.
 NL0656'
 NL0656'AZIMUTH MARK IS 16 FEET WEST OF THE APPROXIMATE CENTERLINE
 NL0656'OF DIRT ROAD, 2.5 FEET SOUTH OF WITNESS POST AND IS IN FENCELINE.
 NL0656'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 NL0656'MAPLETON 1950.
 NL0656'
 NL0656'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 141 AND 175
 NL0656'IN THE CENTER OF MAPLETON GO EAST ON MAIN STREET FOR 0.55 MILE
 NL0656'TO A T INTERSECTION.  TURN LEFT AND GO NORTH FOR 0.2 MILE
 NL0656'TO A T INTERSECTION.  TURN RIGHT AND GO EAST ON GRAVEL ROAD
 NL0656'FOR 2.8 MILES TO A CROSSROADS.  TURN RIGHT AND GO SOUTH FOR
 NL0656'1.0 MILE TO A CROSSROADS.  CONTINUE SOUTH FOR 0.4 MILE TO
 NL0656'AZIMUTH MARK ON RIGHT OR WEST SIDE OF ROAD AS DESCRIBED.
 NL0656'TURN RIGHT INTO FIELD AND GO WEST SOUTHWEST ACROSS FIELD FOR
 NL0656'0.35 MILE TO TOP OF HILL AND STATION NEAR EAST-WEST FENCELINE
 NL0656'AS DESCRIBED.
 NL0656'
 NL0656'A 47 FOOT SIGNAL AT STATION ANT 1934 IS V.G.
 NL0656'
 NL0656'A 74 FOOT SIGNAL AT STATION SMITHLAND IS V.G.
 NL0656'
 NL0656'AN 87 FOOT SIGNAL AT STATION MILL IS V.G.
 NL0656'
 NL0656'AN 87 FOOT SIGNAL AT STATION GRANT IS V.G.
 NL0656'
 NL0656'AN 87 FOOT SIGNAL AT STATION RICKETTS IS V.G.
 NL0656'
 NL0656'A 74 FOOT SIGNAL AT STATION CHARTER IS V.G.
 NL0656'
 NL0656'A 74 FOOT SIGNAL AT STATION UTE IS V.G.
 NL0656'
 NL0656'A 4 FOOT SIGNAL AT STATION CASTANA IS V.G.
 NL0656'
 NL0656'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NL0656
 NL0656                          STATION RECOVERY (1969)
 NL0656
 NL0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NL0656'POST LEANS APPROX 45 DEG, R.M.S 1 AND 2 DESTROYED.  AZIMUTH
 NL0656'MARK IS OK
 NL0656'
 NL0656'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MI
 NL0656'E SE OF MAPLETON
 NL0656
 NL0656                          STATION RECOVERY (1970)
 NL0656
 NL0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NL0656'THE STATION SURFACE MARK WAS FOUND TILTED OUT OF POSITION,
 NL0656'REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE FOUND
 NL0656'DESTROYED.  THE UNDERGROUND STATION MARK AND THE AZIMUTH
 NL0656'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION
 NL0656'BETWEEN THE INTERSECTION STATIONS AND THE AZIMUTH MARK FAILED
 NL0656'TO CHECK BY 10 SECONDS.
 NL0656'
 NL0656'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 NL0656'MARK, ALSO REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE
 NL0656'SET.
 NL0656'
 NL0656'FOLLOWING IS A NEW DESCRIPTION.
 NL0656'
 NL0656'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 141
 NL0656'AND 175 IN THE CENTER OF MAPLETON, GO EAST ON MAIN STREET
 NL0656'FOR 0.55 MILE TO A T-INTERSECTION.  TURN LEFT AND GO NORTH
 NL0656'FOR 0.15 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO EAST
 NL0656'ON A PAVED ROAD FOR 2.8 MILES TO A CROSSROAD.  TURN RIGHT AND
 NL0656'GO SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.
 NL0656'(CONTINUE SOUTH ON A DIRT ROAD FOR 0.4 MILE TO THE AZIMUTH
 NL0656'MARK ON THE RIGHT.) TURN RIGHT AND GO WEST ON A GRAVELED
 NL0656'ROAD FOR 0.3 MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT,
 NL0656'PASSING THROUGH THE GATE AND GO SOUTH THROUGH A CULTIVATED
 NL0656'FIELD FOR 0.5 MILE TO AN EAST-WEST FENCE AND THE STATION ON
 NL0656'THE HIGHEST POINT OF HILL.
 NL0656'
 NL0656'STATION MARK, A STANDARD DISK STAMPED MAPLETON 1950 1970, IS
 NL0656'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 12 INCHES BELOW
 NL0656'THE SURFACE OF THE GROUND.  IT IS 236.5 FEET (SLOPE DISTANCE)
 NL0656'WEST OF A T-FENCE CORNER POST, 77 FEET EAST-SOUTHEAST OF A
 NL0656'T-FENCE CORNER POST, AND 4 FEET NORTH OF A METAL WITNESS POST
 NL0656'SET IN THE EAST-WEST FENCE.  THE UNDERGROUND MARK, A STANDARD
 NL0656'DISK STAMPED MAPLETON 1950, IS SET IN THE TOP OF AN IRREGULAR
 NL0656'MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF THE GROUND.
 NL0656'
 NL0656'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MAPLETON 1950
 NL0656'NO. 3 1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 NL0656'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 19.5
 NL0656'FEET EAST OF A T-FENCE CORNER POST AND 1 FOOT NORTH OF THE
 NL0656'FENCE.
 NL0656'
 NL0656'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MAPLETON 1950
 NL0656'NO. 4 1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 NL0656'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 39.5 FEET
 NL0656'EAST OF THE EAST BRACE POST IN FENCE AND 1 FOOT NORTH OF THE
 NL0656'FENCE.
 NL0656'
 NL0656'AZIMUTH MARK, A STANDARD DISK STAMPED MAPLETON 1950, IS SET
 NL0656'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 NL0656'IT IS 37.5 FEET SOUTH OF A POWERLINE POLE, 16 FEET WEST OF
 NL0656'THE CENTER OF A DIRT ROAD, 1 FOOT EAST OF A FENCE, AND 1 FOOT
 NL0656'NORTH OF A METAL WITNESS POST.
 NL0656'
 NL0656'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 NL0656'MILES EAST OF MAPLETON.
 NL0656
 NL0656                          STATION RECOVERY (1972)
 NL0656
 NL0656'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1972 (ONS)
 NL0656'MAPLETON 1934 1157.278-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0901 ***********************************************************************
 NL0901  CBN         -  This is a Cooperative Base Network Control Station.
 NL0901  PACS        -  This is a Primary Airport Control Station.
 NL0901  DESIGNATION -  MAPPORT
 NL0901  PID         -  NL0901
 NL0901  STATE/COUNTY-  IA/MONONA
 NL0901  USGS QUAD   -  MAPLETON (1982)
 NL0901
 NL0901                         *CURRENT SURVEY CONTROL
 NL0901  ___________________________________________________________________
 NL0901* NAD 83(1996)-  42 10 46.99505(N)    095 47 34.94375(W)     ADJUSTED  
 NL0901* NAVD 88     -       339.68   (meters)    1114.4    (feet)  GPS OBS   
 NL0901  ___________________________________________________________________
 NL0901  X           -    -477,813.178 (meters)                     COMP
 NL0901  Y           -  -4,709,673.483 (meters)                     COMP
 NL0901  Z           -   4,260,627.337 (meters)                     COMP
 NL0901  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 NL0901  ELLIP HEIGHT-         311.93  (meters)          (06/15/04) GPS OBS
 NL0901  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 NL0901
 NL0901  HORZ ORDER  -  B
 NL0901  ELLP ORDER  -  FOURTH    CLASS I
 NL0901
 NL0901.This mark is at Mapleton Municipal Airport (MEY)
 NL0901
 NL0901.The horizontal coordinates were established by GPS observations
 NL0901.and adjusted by the National Geodetic Survey in August 1997..
 NL0901
 NL0901.The orthometric height was determined by GPS observations and a
 NL0901.high-resolution geoid model.
 NL0901
 NL0901.GPS derived orthometric heights for airport stations designated as
 NL0901.PACS or SACS are published to 2 decimal places.  This maintains
 NL0901.centimeter relative accuracy between the PACS and SACS.  It does
 NL0901.not indicate centimeter accuracy relative to other marks which are
 NL0901.part of the NAVD 88 network.
 NL0901
 NL0901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0901
 NL0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0901
 NL0901.The ellipsoidal height was determined by GPS observations
 NL0901.and is referenced to NAD 83.
 NL0901
 NL0901.The geoid height was determined by GEOID03.
 NL0901
 NL0901;                    North         East     Units Scale Factor Converg.
 NL0901;SPC IA N     - 1,078,069.891 1,310,582.160   MT  0.99998140   -1 33 14.7
 NL0901;UTM  15      - 4,673,507.473   269,329.963   MT  1.00025475   -1 52 34.4
 NL0901
 NL0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0901!SPC IA N     -   0.99995108  x   0.99998140  =   0.99993248
 NL0901!UTM  15      -   0.99995108  x   1.00025475  =   1.00020582
 NL0901
 NL0901:                Primary Azimuth Mark                     Grid Az
 NL0901:SPC IA N     -  MAPPORT AZ MK                            205 26 53.0
 NL0901:UTM  15      -  MAPPORT AZ MK                            205 46 12.7
 NL0901
 NL0901|---------------------------------------------------------------------|
 NL0901| PID    Reference Object                     Distance      Geod. Az  |
 NL0901|                                                           dddmmss.s |
 NL0901| NL0902 MAPPORT AZ MK                       APPROX. 0.6 KM 2035338.3 |
 NL0901|---------------------------------------------------------------------|
 NL0901
 NL0901                          SUPERSEDED SURVEY CONTROL
 NL0901
 NL0901  ELLIP H (08/25/97)  311.96   (m)                       GP(       ) 4 1
 NL0901  NAD 83(1996)-  42 10 46.99622(N)    095 47 34.93963(W) AD(       ) 1
 NL0901  NAD 83(1986)-  42 10 46.99805(N)    095 47 34.94454(W) AD(       ) 1
 NL0901  NGVD 29 (02/23/90)  339.6    (m)         1114.     (f) GPS OBS        
 NL0901
 NL0901.Superseded values are not recommended for survey control.
 NL0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0901.See file dsdata.txt to determine how the superseded data were derived.
 NL0901
 NL0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG6933073507(NAD 83)
 NL0901_MARKER: I = METAL ROD
 NL0901_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NL0901_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NL0901_STAMPING: MAPPORT 1989
 NL0901_MARK LOGO: NGS   
 NL0901_PROJECTION: FLUSH
 NL0901_MAGNETIC: I = MARKER IS A STEEL ROD
 NL0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0901+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 NL0901_ROD/PIPE-DEPTH: 14.9 meters
 NL0901_SLEEVE-DEPTH  : 0.95 meters
 NL0901
 NL0901  HISTORY     - Date     Condition        Report By
 NL0901  HISTORY     - 1989     MONUMENTED       NGS
 NL0901  HISTORY     - 19890417 GOOD             NGS
 NL0901  HISTORY     - 19960918 GOOD             NGS
 NL0901  HISTORY     - 20011006 GOOD             JCLS
 NL0901  HISTORY     - 20011008 GOOD             JCLS
 NL0901
 NL0901                          STATION DESCRIPTION
 NL0901
 NL0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NL0901'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTH OF MAPLETON, AT
 NL0901'THE MAPLETON MUNICIPAL AIRPORT, AT THE JUNCTION OF A RAMP AND RUNWAY.
 NL0901'OWNERSHIP--CITY OF MAPLETON, MAPLETON, IA 51034.  THE AIRPORT MANAGER
 NL0901'IS JERRY SCURLOCK, TELEPHONE 712-882-2764.
 NL0901'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 141 AND 175
 NL0901'IN MAPLETON, GO WEST ON STATE HIGHWAYS 141 AND 175 FOR 0.95 KM
 NL0901'(0.60 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON STATE
 NL0901'HIGHWAY 175 FOR 0.87 KM (0.55 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT
 NL0901'AND GO EAST ON THE GRAVEL ROAD TO THE OFFICE AND AN APRON ON THE
 NL0901'RIGHT.  TURN RIGHT AND GO EAST ON THE APRON AND RAMP FOR 0.14 KM
 NL0901'(0.10 MI) TO THE RUNWAY AND STATION ON THE RIGHT.
 NL0901'THE STATION IS 19.1 M (62.7 FT) WEST-NORTHWEST OF THE RUNWAY
 NL0901'CENTERLINE, 11.9 M (39.0 FT) SOUTH-SOUTHWEST OF THE RAMP CENTERLINE,
 NL0901'8.0 M (26.2 FT) NORTH-NORTHWEST OF A RAMP LIGHT AND 5.6 M (18.4 FT)
 NL0901'WEST OF THE CURVED PAVEMENT OF THE JUNCTION OF THE RAMP AND RUNWAY.
 NL0901'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 NL0901'DESCRIBED BY R.D.BALL.
 NL0901
 NL0901                          STATION RECOVERY (1989)
 NL0901
 NL0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NL0901'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTH OF MAPLETON, AT
 NL0901'THE MAPLETON MUNICIPAL AIRPORT AT THE JUNCTION OF THE RAMP AND THE
 NL0901'RUNWAY.  OWNERSHIP--CITY OF MAPLETON, MAPLETON, IA 51034.  AIRPORT
 NL0901'MANAGER IS FRANCIS HAHN, PHONE 712-882-2764.
 NL0901'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 141 AND 175
 NL0901'IN MAPLETON, GO WEST ON STATE HIGHWAYS 141 AND 175 FOR 0.95 KM
 NL0901'(0.60 MI) TO A PAVED ROAD RIGHT. TURN RIGHT ON HIGHWAY 175 FOR 0.87 KM
 NL0901'(0.55 MI) TO A GRAVEL ROAD RIGHT. TURN RIGHT ON GRAVEL ROAD FOR 0.30
 NL0901'KM (0.20 MI) TO THE APRON ON THE RIGHT.  TURN RIGHT ON THE APRON AND
 NL0901'RAMP FOR 0.14 KM (0.10 MI) TO THE RUNWAY AND THE STATION ON THE RIGHT.
 NL0901'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NL0901'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NL0901'SURROUNDED BY CONCRETE.  LOCATED 19.1 M (62.7 FT) NORTHWEST OF THE
 NL0901'RUNWAY CENTER, 11.85 M (38.9 FT) SOUTHWEST OF THE RAMP CENTER AND 7.7
 NL0901'M (25.3 FT) WEST-NORTHWEST FROM AN FIBERGLASS WITNESS POST.
 NL0901'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NL0901'DESCRIBED BY M. L. MCCREADY.
 NL0901
 NL0901                          STATION RECOVERY (1996)
 NL0901
 NL0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 NL0901'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTH OF MAPLETON, IA.,
 NL0901'AT THE MAPLETON MUNICIPAL AIRPORT, IN THE GRASS ROUNDED CORNER, NEAR
 NL0901'AND SOUTHWEST OF THE JUNCTION OF THE RUNWAY AND THE TAXI/RAMP.
 NL0901'OWNERSHIP--CITY OF MAPLETON, MAPLETON, IA.  51034.  AIRPORT MANAGER
 NL0901'BILL ASHLEY, PHONE 712-882-2764.  NOTE--THIS STATION IS THE (PACS AND
 NL0901'CBN) .  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 141
 NL0901'AND 175 IN MAPLETON, GO WEST, 0.95 KM (0.60 MI) ALONG THE HIGHWAYS TO
 NL0901'A PAVED ROAD RIGHT (175) , TURN RIGHT, NORTHERLY, 0.87 KM (0.55 MI)
 NL0901'ALONG HIGHWAY 175 TO THE GRAVEL AIRPORT ENTRANCE ROAD ON THE RIGHT.
 NL0901'TURN RIGHT, EASTERLY, 0.30 KM (0.20 MI) ALONG ENTRANCE ROAD TO THE
 NL0901'APRON AND AIRPORT OFFICE ON THE LEFT.  CONTINUE SOUTHEAST, 0.14 KM
 NL0901'(0.10 MI) ACROSS APRON AND ALONG TAXI/RAMP TO THE RUNWAY AND THE
 NL0901'STATION ON THE RIGHT, JUST SOUTHWEST OF THE CURVE.  STATION IS 19.1 M
 NL0901'(62.7 FT) WEST-NORTHWEST OF THE RUNWAY CENTERLINE, 11.85 M (38.88 FT)
 NL0901'SOUTH-SOUTHWEST OF THE TAXI/RAMP CENTERLINE, 7.6 M (24.9 FT)
 NL0901'NORTH-NORTHWEST OF A WITNESS POST, 5.6 M (18.4 FT) SOUTHWEST OF THE
 NL0901'SOUTHWEST CURVED EDGE OF THE RUNWAY AND TAXI/RAMP JUNCTION, 5.3 M
 NL0901'(17.4 FT) SOUTH-SOUTHEAST OF A TAXI LIGHT, AND THE STATION IS LEVEL
 NL0901'WITH THE TAXI/RAMP AND FLUSH WITH THE GROUND SURFACE.  NOTE--ACCESS TO
 NL0901'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  BY R.G.  HAYES
 NL0901
 NL0901                          STATION RECOVERY (2001)
 NL0901
 NL0901'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 NL0901'RECOVERED IN GOOD CONDITION.
 NL0901
 NL0901                          STATION RECOVERY (2001)
 NL0901
 NL0901'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 NL0901'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0902 ***********************************************************************
 NL0902  DESIGNATION -  MAPPORT AZ MK
 NL0902  PID         -  NL0902
 NL0902  STATE/COUNTY-  IA/MONONA
 NL0902  USGS QUAD   -  MAPLETON (1982)
 NL0902
 NL0902                         *CURRENT SURVEY CONTROL
 NL0902  ___________________________________________________________________
 NL0902* NAD 83(1996)-  42 10 30.31182(N)    095 47 44.87982(W)     ADJUSTED  
 NL0902* NAVD 88     -       339.9    (meters)    1115.     (feet)  VERTCON   
 NL0902  ___________________________________________________________________
 NL0902  X           -    -478,074.971 (meters)                     COMP
 NL0902  Y           -  -4,709,994.508 (meters)                     COMP
 NL0902  Z           -   4,260,246.011 (meters)                     COMP
 NL0902  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 NL0902  ELLIP HEIGHT-         312.17  (meters)          (05/06/99) GPS OBS
 NL0902  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 NL0902
 NL0902  HORZ ORDER  -  THIRD
 NL0902  ELLP ORDER  -  FOURTH    CLASS I
 NL0902
 NL0902.This mark is at Mapleton Municipal Airport (MEY)
 NL0902
 NL0902.The horizontal coordinates were established by GPS observations
 NL0902.and adjusted by the National Geodetic Survey in May 1999..
 NL0902
 NL0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0902
 NL0902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0902
 NL0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0902
 NL0902.The ellipsoidal height was determined by GPS observations
 NL0902.and is referenced to NAD 83.
 NL0902
 NL0902.The geoid height was determined by GEOID03.
 NL0902
 NL0902;                    North         East     Units Scale Factor Converg.
 NL0902;SPC IA N     - 1,077,561.523 1,310,340.246   MT  0.99998209   -1 33 21.5
 NL0902;UTM  15      - 4,673,000.334   269,085.129   MT  1.00025614   -1 52 40.5
 NL0902
 NL0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0902!SPC IA N     -   0.99995104  x   0.99998209  =   0.99993313
 NL0902!UTM  15      -   0.99995104  x   1.00025614  =   1.00020717
 NL0902
 NL0902:                Primary Azimuth Mark                     Grid Az
 NL0902:SPC IA N     -  MAPPORT                                  025 26 53.2
 NL0902:UTM  15      -  MAPPORT                                  025 46 12.2
 NL0902
 NL0902|---------------------------------------------------------------------|
 NL0902| PID    Reference Object                     Distance      Geod. Az  |
 NL0902|                                                           dddmmss.s |
 NL0902| NL0901 MAPPORT                             APPROX. 0.6 KM 0235331.7 |
 NL0902|---------------------------------------------------------------------|
 NL0902
 NL0902                          SUPERSEDED SURVEY CONTROL
 NL0902
 NL0902  NAD 83(1996)-  42 10 30.31288(N)    095 47 44.87614(W) AD(       ) 3
 NL0902  NAD 83(1986)-  42 10 30.31461(N)    095 47 44.88057(W) AD(       ) 3
 NL0902  NGVD 29 (07/09/90)  339.8    (m)         1115.     (f) GPS OBS        
 NL0902
 NL0902.Superseded values are not recommended for survey control.
 NL0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0902.See file dsdata.txt to determine how the superseded data were derived.
 NL0902
 NL0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG6908573000(NAD 83)
 NL0902_MARKER: I = METAL ROD
 NL0902_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NL0902_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NL0902_STAMPING: MAPPORT AZ MK 1989
 NL0902_MARK LOGO: NGS   
 NL0902_PROJECTION: FLUSH
 NL0902_MAGNETIC: I = MARKER IS A STEEL ROD
 NL0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0902+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1989
 NL0902_ROD/PIPE-DEPTH: 10.6 meters
 NL0902_SLEEVE-DEPTH  : 0.95 meters
 NL0902
 NL0902  HISTORY     - Date     Condition        Report By
 NL0902  HISTORY     - 1989     MONUMENTED       NGS
 NL0902  HISTORY     - 19890921 GOOD             NGS
 NL0902
 NL0902                          STATION DESCRIPTION
 NL0902
 NL0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NL0902'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTH OF MAPLETON, AT
 NL0902'THE MAPLETON MUNICIPAL AIRPORT, AT THE JUNCTION OF THE TURN-AROUND AND
 NL0902'RUNWAY END 2.  OWNERSHIP--CITY OF MAPLETON, MAPLETON, IA 51034.  THE
 NL0902'AIRPORT MANAGER IS JERRY SCURLOCK, TELEPHONE 712-882-2764.
 NL0902'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 141 AND 175
 NL0902'IN MAPLETON, GO WEST ON STATE HIGHWAYS 141 AND 175 FOR 0.95 KM
 NL0902'(0.60 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON STATE
 NL0902'HIGHWAY 175 FOR 0.87 KM (0.55 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT
 NL0902'AND GO EAST ON THE GRAVEL ROAD TO THE OFFICE AND AN APRON ON THE
 NL0902'RIGHT.  TURN RIGHT AND GO EAST ON THE APRON AND RAMP FOR 0.14 KM
 NL0902'(0.10 MI) TO THE JUNCTION OF THE RUNWAY.  TURN RIGHT AND GO SOUTHERLY
 NL0902'ALONG THE RUNWAY TO THE STATION ON THE RIGHT.
 NL0902'THE STATION IS 16.7 M (54.8 FT) WEST-NORTHWEST OF THE RUNWAY
 NL0902'CENTERLINE, 11.8 M (38.7 FT) EAST-NORTHEAST OF THE NORTHWEST CORNER OF
 NL0902'THE TURN-AROUND, 8.4 M (27.6 FT) WEST OF THE JUNCTION OF THE EDGE OF
 NL0902'THE RUNWAY AND TURN-AROUND AND 2.1 M (6.9 FT) NORTH OF THE EDGE OF THE
 NL0902'TURN-AROUND.
 NL0902'ACCESS TO THE DATUM IS THROUGH A 5 INCH LOGO COP.
 NL0902'DESCRIBED BY R.D.BALL.
 NL0902
 NL0902                          STATION RECOVERY (1989)
 NL0902
 NL0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NL0902'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTH OF MAPLETON, AT
 NL0902'THE MAPLETON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MAPLETON,
 NL0902'MAPLETON, IA 51034.  THE AIRPORT MANAGER IS FRANCIS HAHN, PHONE
 NL0902'712-882-2764.
 NL0902'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 141 AND 175
 NL0902'IN MAPLETON, GO WEST ON STATE HIGHWAYS 141 AND 175 FOR 0.95 KM
 NL0902'(0.60 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTH, ON STATE HIGHWAY
 NL0902'175 FOR 0.87 KM (0.55 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT, EAST,
 NL0902'ON THE GRAVEL ROAD FOR 0.3 KM (0.20 MI) TO AIRPORT APRON ON THE RIGHT.
 NL0902'TURN RIGHT ON APRON AND RAMP FOR 0.14 KM (0.10 MI) TO THE RUNWAY. TURN
 NL0902'RIGHT AND GO SOUTH ON RUNWAY FOR 0.57 KM (0.35 MI) TO A TURN-AROUND
 NL0902'AND THE MARK ON THE RIGHT.
 NL0902'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 NL0902'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NL0902'SURROUNDED BY CONCRETE.  LOCATED 16.8 M (55.1 FT) NORTHWEST OF THE
 NL0902'RUNWAY CENTER, 11.8 M (38.7 FT) EAST OF THE NORTHWEST CORNER OF THE
 NL0902'TURN-AROUND AND 1.95 M (6.4 FT) NORTH FROM EDGE OF TURN-AROUND.
 NL0902'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NL0902'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0237 ***********************************************************************
 NJ0237  DESIGNATION -  MAQUOKETA
 NJ0237  PID         -  NJ0237
 NJ0237  STATE/COUNTY-  IA/JACKSON
 NJ0237  USGS QUAD   -  MAQUOKETA (1980)
 NJ0237
 NJ0237                         *CURRENT SURVEY CONTROL
 NJ0237  ___________________________________________________________________
 NJ0237* NAD 83(1986)-  42 03 59.     (N)    090 39 50.     (W)     SCALED    
 NJ0237* NAVD 88     -       214.683  (meters)     704.34   (feet)  ADJUSTED  
 NJ0237  ___________________________________________________________________
 NJ0237  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 NJ0237  DYNAMIC HT  -         214.610 (meters)     704.10  (feet)  COMP
 NJ0237  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 NJ0237
 NJ0237  VERT ORDER  -  SECOND    CLASS 0
 NJ0237
 NJ0237.The horizontal coordinates were scaled from a topographic map and have
 NJ0237.an estimated accuracy of +/- 6 seconds.
 NJ0237
 NJ0237.The orthometric height was determined by differential leveling
 NJ0237.and adjusted by the National Geodetic Survey in June 1991..
 NJ0237
 NJ0237.The geoid height was determined by GEOID03.
 NJ0237
 NJ0237.The dynamic height is computed by dividing the NAVD 88
 NJ0237.geopotential number by the normal gravity value computed on the
 NJ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0237.degrees latitude (g = 980.6199 gals.).
 NJ0237
 NJ0237.The modeled gravity was interpolated from observed gravity values.
 NJ0237
 NJ0237;                    North         East    Units  Estimated Accuracy
 NJ0237;SPC IA N     - 1,066,850.    1,734,690.      MT  (+/- 180 meters Scaled)
 NJ0237
 NJ0237                          SUPERSEDED SURVEY CONTROL
 NJ0237
 NJ0237  NGVD 29 (??/??/92)  214.724  (m)          704.47   (f) ADJ UNCH    2 0
 NJ0237
 NJ0237.Superseded values are not recommended for survey control.
 NJ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0237.See file dsdata.txt to determine how the superseded data were derived.
 NJ0237
 NJ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG932597(NAD 83)
 NJ0237_MARKER: DB = BENCH MARK DISK
 NJ0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0237_STAMPING: MAQUOKETA 1934
 NJ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0237+STABILITY: SURFACE MOTION
 NJ0237
 NJ0237  HISTORY     - Date     Condition        Report By
 NJ0237  HISTORY     - 1934     MONUMENTED       CGS
 NJ0237  HISTORY     - 1942     GOOD             NGS
 NJ0237  HISTORY     - 19941026 GOOD             USPSQD
 NJ0237  HISTORY     - 20010331 GOOD             NGS
 NJ0237
 NJ0237                          STATION DESCRIPTION
 NJ0237
 NJ0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NJ0237'AT MAQUOKETA.
 NJ0237'AT MAQUOKETA, JACKSON COUNTY, AT THE CITY HALL, 10 FEET NORTH
 NJ0237'OF THE SIDE DOOR TO THE CITY CLERKS OFFICE, AND 6 FEET WEST
 NJ0237'OF THE BUILDING.  A STANDARD DISK, STAMPED MAQUOKETA 1934 AND
 NJ0237'SET IN THE TOP OF A CONCRETE POST.
 NJ0237
 NJ0237                          STATION RECOVERY (1994)
 NJ0237
 NJ0237'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0237'RECOVERED IN GOOD CONDITION.
 NJ0237
 NJ0237                          STATION RECOVERY (2001)
 NJ0237
 NJ0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0237'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0940 ***********************************************************************
 NJ0940  DESIGNATION -  MAQUOKETA
 NJ0940  PID         -  NJ0940
 NJ0940  STATE/COUNTY-  IA/DUBUQUE
 NJ0940  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0940
 NJ0940                         *CURRENT SURVEY CONTROL
 NJ0940  ___________________________________________________________________
 NJ0940* NAD 83(1996)-  42 35 38.10091(N)    090 42 38.91331(W)     ADJUSTED  
 NJ0940* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 NJ0940  ___________________________________________________________________
 NJ0940  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 NJ0940  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 NJ0940
 NJ0940  HORZ ORDER  -  FIRST
 NJ0940
 NJ0940.The horizontal coordinates were established by classical geodetic methods
 NJ0940.and adjusted by the National Geodetic Survey in May 1999..
 NJ0940
 NJ0940.The orthometric height was scaled from a topographic map.
 NJ0940
 NJ0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0940
 NJ0940.The geoid height was determined by GEOID03.
 NJ0940
 NJ0940;                    North         East     Units Scale Factor Converg.
 NJ0940;SPC IA N     - 1,125,284.127 1,728,871.460   MT  0.99994619   +1 53 25.3
 NJ0940;SPC IL W     -   658,193.956   655,341.584   MT  0.99996570   -0 22 05.8
 NJ0940;SPC IL W     - 2,159,424.67  2,150,066.51   sFT  0.99996570   -0 22 05.8
 NJ0940;UTM  15      - 4,718,261.621   687,816.487   MT  1.00003401   +1 32 59.2
 NJ0940
 NJ0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0940!SPC IA N     -   0.99996166  x   0.99994619  =   0.99990785
 NJ0940!SPC IL W     -   0.99996166  x   0.99996570  =   0.99992736
 NJ0940!UTM  15      -   0.99996166  x   1.00003401  =   0.99999567
 NJ0940
 NJ0940:                Primary Azimuth Mark                     Grid Az
 NJ0940:SPC IA N     -  DUBUQUE                                  190 05 31.8
 NJ0940:SPC IL W     -  DUBUQUE                                  192 21 02.9
 NJ0940:UTM  15      -  DUBUQUE                                  190 25 57.9
 NJ0940
 NJ0940|---------------------------------------------------------------------|
 NJ0940| PID    Reference Object                     Distance      Geod. Az  |
 NJ0940|                                                           dddmmss.s |
 NJ0940| NJ0939 DUBUQUE                             APPROX. 7.6 KM 1915857.1 |
 NJ0940|---------------------------------------------------------------------|
 NJ0940
 NJ0940                          SUPERSEDED SURVEY CONTROL
 NJ0940
 NJ0940  NAD 83(1996)-  42 35 38.10091(N)    090 42 38.91331(W) AD(       ) 1
 NJ0940  NAD 83(1996)-  42 35 38.09776(N)    090 42 38.90851(W) AD(       ) 1
 NJ0940  NAD 83(1986)-  42 35 38.09544(N)    090 42 38.90989(W) AD(       ) 1
 NJ0940  NAD 27      -  42 35 38.09900(N)    090 42 38.45400(W) AD(       ) 1
 NJ0940
 NJ0940.Superseded values are not recommended for survey control.
 NJ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0940.See file dsdata.txt to determine how the superseded data were derived.
 NJ0940
 NJ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8781618262(NAD 83)
 NJ0940_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NJ0940_SETTING: 0 = UNSPECIFIED SETTING
 NJ0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0940
 NJ0940  HISTORY     - Date     Condition        Report By
 NJ0940  HISTORY     - 1931     MONUMENTED       MORC
 NJ0940  HISTORY     - 1934     GOOD             IAGS
 NJ0940
 NJ0940                          STATION DESCRIPTION
 NJ0940
 NJ0940'DESCRIBED BY MISSOURI RIVER COMMISSION 1931 (HWH)
 NJ0940'STATION IS ABOUT 7 MILES WEST OF NORTH OF DUBUQUE, NEAR
 NJ0940'CENTER OF SEC. 22, PERU TOWNSHIP.
 NJ0940'
 NJ0940'TO REACH FROM DUBUQUE BY U.S. HIGHWAY 55, GO NORTH FOR 5.5
 NJ0940'MILES TO SAGEVILLE, TURN RIGHT ON GRAVEL ROAD, JUST BEYOND
 NJ0940'END OF OLD PAVEMENT OF U.S. HIGHWAY 55, 0.2 MILE, THENCE
 NJ0940'RIGHT ON GRAVELED ROAD 0.7 MILE TO FORK, KEEP RIGHT-HAND
 NJ0940'GRAVELED ROAD 1.1 MILES TO A NARROW GRAVELED ROAD LEADING
 NJ0940'RIGHT (EAST) UP A HILL, FOLLOW THIS ROAD EAST 0.7 MILE TO
 NJ0940'STATION, WHICH IS JUST EAST OF JUNCTION WITH ROAD LEADING
 NJ0940'SOUTH.
 NJ0940'
 NJ0940'MARK IS A 4-INCH IRON PIPE, FILLED WITH CONCRETE, AND A
 NJ0940'STANDARD STATION DISK IN SURFACE OF CONCRETE.  MARK IS ONE
 NJ0940'METER NORTH OF EAST-AND-WEST WIRE FENCE, 5.0 METERS SOUTH OF
 NJ0940'CENTERLINE OF DIRT GRADED ROAD, 32.5 METERS EAST OF T-CENTERLINE
 NJ0940'INTERSECTION OF ROAD LEADING SOUTH, 26.5 METERS EAST OF
 NJ0940'NORTHWEST CORNER OF CULTIVATED FIELD AND ROW OF MAIL
 NJ0940'BOXES, AND 6.5 METERS EAST OF CREOSOTED TELEPHONE POLE.
 NJ0940'
 NJ0940'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 NJ0940
 NJ0940                          STATION RECOVERY (1934)
 NJ0940
 NJ0940'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 NJ0940'MONUMENT IN GOOD CONDITION.  DIRECTIONS FROM DUBUQUE TO SITE
 NJ0940'SAME AS NOTED BY H.W.H., 1931.  OCCUPATION OF SITE SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0977 ***********************************************************************
 NJ0977  DESIGNATION -  MAQUPORT
 NJ0977  PID         -  NJ0977
 NJ0977  STATE/COUNTY-  IA/JACKSON
 NJ0977  USGS QUAD   -  MAQUOKETA (1980)
 NJ0977
 NJ0977                         *CURRENT SURVEY CONTROL
 NJ0977  ___________________________________________________________________
 NJ0977* NAD 83(1996)-  42 03 08.18257(N)    090 44 25.59835(W)     ADJUSTED  
 NJ0977* NAVD 88     -       231.5    (meters)     760.     (feet)  VERTCON   
 NJ0977  ___________________________________________________________________
 NJ0977  X           -     -61,296.318 (meters)                     COMP
 NJ0977  Y           -  -4,742,863.568 (meters)                     COMP
 NJ0977  Z           -   4,250,050.128 (meters)                     COMP
 NJ0977  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 NJ0977  ELLIP HEIGHT-         198.94  (meters)          (05/06/99) GPS OBS
 NJ0977  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 NJ0977
 NJ0977  HORZ ORDER  -  THIRD
 NJ0977  ELLP ORDER  -  FOURTH    CLASS I
 NJ0977
 NJ0977.This mark is at Maquoketa Municipal Airport (OQW)
 NJ0977
 NJ0977.The horizontal coordinates were established by GPS observations
 NJ0977.and adjusted by the National Geodetic Survey in May 1999..
 NJ0977
 NJ0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0977
 NJ0977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0977
 NJ0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0977
 NJ0977.The ellipsoidal height was determined by GPS observations
 NJ0977.and is referenced to NAD 83.
 NJ0977
 NJ0977.The geoid height was determined by GEOID03.
 NJ0977
 NJ0977;                    North         East     Units Scale Factor Converg.
 NJ0977;SPC IA N     - 1,065,072.780 1,728,404.142   MT  1.00000264   +1 52 13.0
 NJ0977;UTM  15      - 4,658,050.312   686,982.890   MT  1.00003022   +1 30 50.1
 NJ0977
 NJ0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0977!SPC IA N     -   0.99996880  x   1.00000264  =   0.99997144
 NJ0977!UTM  15      -   0.99996880  x   1.00003022  =   0.99999902
 NJ0977
 NJ0977:                Primary Azimuth Mark                     Grid Az
 NJ0977:SPC IA N     -  MAQUPORT AZ MK                           152 51 38.2
 NJ0977:UTM  15      -  MAQUPORT AZ MK                           153 13 01.1
 NJ0977
 NJ0977|---------------------------------------------------------------------|
 NJ0977| PID    Reference Object                     Distance      Geod. Az  |
 NJ0977|                                                           dddmmss.s |
 NJ0977| NJ0978 MAQUPORT AZ MK                      APPROX. 0.8 KM 1544351.2 |
 NJ0977|---------------------------------------------------------------------|
 NJ0977
 NJ0977                          SUPERSEDED SURVEY CONTROL
 NJ0977
 NJ0977  ELLIP H (11/21/91)  198.88   (m)                       GP(       ) 4 1
 NJ0977  NAD 83(1986)-  42 03 08.19149(N)    090 44 25.59983(W) AD(       ) 3
 NJ0977  NGVD 29 (07/09/90)  231.5    (m)          760.     (f) GPS OBS        
 NJ0977
 NJ0977.Superseded values are not recommended for survey control.
 NJ0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0977.See file dsdata.txt to determine how the superseded data were derived.
 NJ0977
 NJ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG8698358050(NAD 83)
 NJ0977_MARKER: I = METAL ROD
 NJ0977_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NJ0977_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NJ0977_STAMPING: MAQUPORT 1989
 NJ0977_MARK LOGO: NGS   
 NJ0977_PROJECTION: FLUSH
 NJ0977_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0977+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NJ0977_ROD/PIPE-DEPTH: 5.7  meters
 NJ0977_SLEEVE-DEPTH  : 0.9 meters
 NJ0977
 NJ0977  HISTORY     - Date     Condition        Report By
 NJ0977  HISTORY     - 1989     MONUMENTED       NGS
 NJ0977  HISTORY     - 20010331 GOOD             NGS
 NJ0977
 NJ0977                          STATION DESCRIPTION
 NJ0977
 NJ0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NJ0977'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) WEST-SOUTHWEST OF
 NJ0977'MAQUOKETA, AT THE MAQUOKETA MUNICIPAL AIRPORT AND AT THE JUNCTION OF
 NJ0977'THE RUNWAY AND ENTRANCE RAMP.  OWNERSHIP--CITY OF MAQUOKETA,
 NJ0977'MAQUOKETA, IA 52060, PHONE 319-652-5141.  THE AIRPORT MANAGER IS PAT
 NJ0977'CALLAHAN.
 NJ0977'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61 AND STATE
 NJ0977'HIGHWAY 64, ON THE WEST SIDE OF MAQUOKETA, GO WEST ON STATE HIGHWAY 64
 NJ0977'FOR 5.7 KM (3.55 MI) TO THE JUNCTION OF A GRAVEL ROAD ON THE LEFT.
 NJ0977'TURN LEFT, SOUTH, ON THE GRAVEL ROAD FOR 0.65 KM (0.40 MI) TO THE
 NJ0977'AIRPORT ENTRANCE ROAD ON THE LEFT.  TRUN LEFT, EAST, AND PASS THROUGH
 NJ0977'THE GATE ONTO THE ENTRANCE RAMP, THEN RIGHT, SOUTHEAST, TO THE
 NJ0977'JUNCTION OF THE RUNWAY AND THE STATION ON THE RIGHT.
 NJ0977'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN IN
 NJ0977'TO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 NJ0977'LOCATED 18.65 M (61.2 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY, 14.0
 NJ0977'M (45.9 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE RAMP, 6.9 M
 NJ0977'(22.6 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST ONE OF TWO RAMP LIGHTS AND
 NJ0977'6.9 M (22.6 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 NJ0977'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NJ0977'DESCRIBED BY M. L. MCCREADY.
 NJ0977
 NJ0977                          STATION RECOVERY (2001)
 NJ0977
 NJ0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0977'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0978 ***********************************************************************
 NJ0978  DESIGNATION -  MAQUPORT AZ MK
 NJ0978  PID         -  NJ0978
 NJ0978  STATE/COUNTY-  IA/JACKSON
 NJ0978  USGS QUAD   -  MAQUOKETA (1980)
 NJ0978
 NJ0978                         *CURRENT SURVEY CONTROL
 NJ0978  ___________________________________________________________________
 NJ0978* NAD 83(1996)-  42 02 45.99282(N)    090 44 11.54579(W)     ADJUSTED  
 NJ0978* NAVD 88     -       224.5    (meters)     737.     (feet)  VERTCON   
 NJ0978  ___________________________________________________________________
 NJ0978  X           -     -60,979.020 (meters)                     COMP
 NJ0978  Y           -  -4,743,321.063 (meters)                     COMP
 NJ0978  Z           -   4,249,537.029 (meters)                     COMP
 NJ0978  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 NJ0978  ELLIP HEIGHT-         191.94  (meters)          (05/06/99) GPS OBS
 NJ0978  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 NJ0978
 NJ0978  HORZ ORDER  -  THIRD
 NJ0978  ELLP ORDER  -  FOURTH    CLASS I
 NJ0978
 NJ0978.This mark is at Maquoketa Municipal Airport (OQW)
 NJ0978
 NJ0978.The horizontal coordinates were established by GPS observations
 NJ0978.and adjusted by the National Geodetic Survey in May 1999..
 NJ0978
 NJ0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0978
 NJ0978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0978
 NJ0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0978
 NJ0978.The ellipsoidal height was determined by GPS observations
 NJ0978.and is referenced to NAD 83.
 NJ0978
 NJ0978.The geoid height was determined by GEOID03.
 NJ0978
 NJ0978;                    North         East     Units Scale Factor Converg.
 NJ0978;SPC IA N     - 1,064,399.056 1,728,749.488   MT  1.00000380   +1 52 22.5
 NJ0978;UTM  15      - 4,657,374.433   687,324.048   MT  1.00003180   +1 30 58.8
 NJ0978
 NJ0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0978!SPC IA N     -   0.99996990  x   1.00000380  =   0.99997370
 NJ0978!UTM  15      -   0.99996990  x   1.00003180  =   1.00000170
 NJ0978
 NJ0978:                Primary Azimuth Mark                     Grid Az
 NJ0978:SPC IA N     -  MAQUPORT                                 332 51 38.2
 NJ0978:UTM  15      -  MAQUPORT                                 333 13 01.9
 NJ0978
 NJ0978|---------------------------------------------------------------------|
 NJ0978| PID    Reference Object                     Distance      Geod. Az  |
 NJ0978|                                                           dddmmss.s |
 NJ0978| NJ0977 MAQUPORT                            APPROX. 0.8 KM 3344400.7 |
 NJ0978|---------------------------------------------------------------------|
 NJ0978
 NJ0978                          SUPERSEDED SURVEY CONTROL
 NJ0978
 NJ0978  ELLIP H (11/21/91)  191.88   (m)                       GP(       ) 4 1
 NJ0978  NAD 83(1986)-  42 02 46.00174(N)    090 44 11.54727(W) AD(       ) 3
 NJ0978  NGVD 29 (07/09/90)  224.5    (m)          737.     (f) GPS OBS        
 NJ0978
 NJ0978.Superseded values are not recommended for survey control.
 NJ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0978.See file dsdata.txt to determine how the superseded data were derived.
 NJ0978
 NJ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG8732457374(NAD 83)
 NJ0978_MARKER: I = METAL ROD
 NJ0978_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NJ0978_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NJ0978_STAMPING: MAQUPORT AZ MK 1989
 NJ0978_MARK LOGO: NGS   
 NJ0978_PROJECTION: FLUSH
 NJ0978_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0978+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NJ0978_ROD/PIPE-DEPTH: 7.8  meters
 NJ0978_SLEEVE-DEPTH  : 0.91 meters
 NJ0978
 NJ0978  HISTORY     - Date     Condition        Report By
 NJ0978  HISTORY     - 1989     MONUMENTED       NGS
 NJ0978  HISTORY     - 20010331 GOOD             NGS
 NJ0978
 NJ0978                          STATION DESCRIPTION
 NJ0978
 NJ0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NJ0978'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) WEST-SOUTHWEST OF
 NJ0978'MAQUOKETA , AT THE MAQUOKETA MUNICIPAL AIRPORT AND IN THE CENTER OF
 NJ0978'THE GRASSY CIRCLE OF THE TURN-AROUND OF RUNWAY 35.  OWNERSHIP--CITY OF
 NJ0978'MAQUOKETA, MAQUOKETA, IA 52060, PHONE (319) 652-5141.  THE AIRPORT
 NJ0978'MANAGER IS PAT CALLAHAN.
 NJ0978'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61 AND STATE
 NJ0978'HIGHWAY 64, ON THE WEST SIDE OF MAQUOKETA, GO WEST ON STATE HIGHWAY 64
 NJ0978'FOR 5.7 KM (3.55 MI) TO THE JUNCTION OF A GRAVEL ROAD ON THE LEFT.
 NJ0978'TURN LEFT, SOUTH, ON THE GRAVEL ROAD FOR 0.65 KM (0.40 MI) TO THE
 NJ0978'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, EAST, AND PASS THROUGH
 NJ0978'THE GATE ONTO THE ENTRANCE RAMP.  TURN RIGHT, SOUTHEAST, TO THE
 NJ0978'JUNCTION OF THE RUNWAY.  TURN RIGHT, SOUTHEAST ON THE RUNWAY FOR 0.8
 NJ0978'KM (0.50 MI) TO THE TURN-AROUND OF RUNWAY 33 AND THE STATION ON THE
 NJ0978'RIGHT.
 NJ0978'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NJ0978'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 NJ0978'LOCATED 18.5 M (60.7 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY, 19.6 M
 NJ0978'(64.3 FT) NORTHWEST OF THE CENTER OF THE TURN-AROUND, 12.45 M
 NJ0978'(40.8 FT) NORTHEAST OF THE CENTER OF A CATCH BASIN, 5.6 M (18.4 FT)
 NJ0978'SOUTHWEST OF A RUNWAY LIGHT AND 5.8 M (19.0 FT) SOUTHWEST OF A
 NJ0978'FIBERGLASS WITNESS POST.
 NJ0978'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NJ0978'DESCRIBED BY M. L. MCCREADY.
 NJ0978
 NJ0978                          STATION RECOVERY (2001)
 NJ0978
 NJ0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0978'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0898 ***********************************************************************
 NL0898  DESIGNATION -  MARATHON
 NL0898  PID         -  NL0898
 NL0898  STATE/COUNTY-  IA/BUENA VISTA
 NL0898  USGS QUAD   -  ALBERT CITY (1971)
 NL0898
 NL0898                         *CURRENT SURVEY CONTROL
 NL0898  ___________________________________________________________________
 NL0898* NAD 83(1996)-  42 51 11.70635(N)    094 58 58.51833(W)     ADJUSTED  
 NL0898* NAVD 88     -       419.     (meters)    1375.     (feet)  SCALED    
 NL0898  ___________________________________________________________________
 NL0898  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 NL0898  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 NL0898
 NL0898  HORZ ORDER  -  FIRST
 NL0898
 NL0898.The horizontal coordinates were established by classical geodetic methods
 NL0898.and adjusted by the National Geodetic Survey in May 1999..
 NL0898
 NL0898.The orthometric height was scaled from a topographic map.
 NL0898
 NL0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0898
 NL0898.The geoid height was determined by GEOID03.
 NL0898
 NL0898;                    North         East     Units Scale Factor Converg.
 NL0898;SPC IA N     - 1,151,378.471 1,378,805.962   MT  0.99995060   -1 00 18.2
 NL0898;UTM  15      - 4,746,425.975   337,988.734   MT  0.99992292   -1 20 56.1
 NL0898
 NL0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0898!SPC IA N     -   0.99993879  x   0.99995060  =   0.99988939
 NL0898!UTM  15      -   0.99993879  x   0.99992292  =   0.99986171
 NL0898
 NL0898|---------------------------------------------------------------------|
 NL0898| PID    Reference Object                     Distance      Geod. Az  |
 NL0898|                                                           dddmmss.s |
 NL0898| CI5923 MARATHON RM 1                        40.129 METERS 02349     |
 NL0898| NL0895 LAURENS WOOD MUNICIPAL TANK         APPROX.10.8 KM 0922057.4 |
 NL0898| NL0894 LAURENS STEEL MUNICIPAL TANK        APPROX.10.8 KM 0922356.5 |
 NL0898| CI5922 MARATHON AZ MK                                     1125950.9 |
 NL0898| CI5924 MARATHON RM 2                        41.587 METERS 15638     |
 NL0898| NL0896 ALBERT CITY MUNICIPAL TANK          APPROX. 8.4 KM 1613723.6 |
 NL0898| NL0551 SIOUX RAPIDS MUNICIPAL TANK         APPROX.13.9 KM 2862425.5 |
 NL0898| NL0897 MARATHON MUNICIPAL TANK             APPROX. 0.9 KM 3574431.7 |
 NL0898|---------------------------------------------------------------------|
 NL0898
 NL0898                          SUPERSEDED SURVEY CONTROL
 NL0898
 NL0898  NAD 83(1996)-  42 51 11.70631(N)    094 58 58.51829(W) AD(       ) 1
 NL0898  NAD 83(1986)-  42 51 11.70292(N)    094 58 58.51224(W) AD(       ) 1
 NL0898  NAD 27      -  42 51 11.79300(N)    094 58 57.55800(W) AD(       ) 1
 NL0898
 NL0898.Superseded values are not recommended for survey control.
 NL0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0898.See file dsdata.txt to determine how the superseded data were derived.
 NL0898
 NL0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH3798946426(NAD 83)
 NL0898_MARKER: DS = TRIANGULATION STATION DISK
 NL0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0898
 NL0898  HISTORY     - Date     Condition        Report By
 NL0898  HISTORY     - 1940     MONUMENTED       CGS
 NL0898  HISTORY     - 1944     GOOD             IAHD
 NL0898
 NL0898                          STATION DESCRIPTION
 NL0898
 NL0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0898'STATION MARATHON IS IN SOUTHERN PART OF THE TOWN OF
 NL0898'MARATHON, 0.15 MILE NORTH OF IOWA STATE ROUTE 10, 700 FEET
 NL0898'NORTH OF SOUTH 1/4 CORNER OF SEC. 21, T 93 N, R 35 W, ON
 NL0898'LAND OWNED AND OCCUPIED BY MR. H.E. SWARTZENDRUBER.
 NL0898'
 NL0898'STATION MARK IS IN WINDBREAK FOR FARMHOUSE, RESIDENCE OF
 NL0898'MR. SWARTZENDRUBER, AT NORTHEAST CORNER OF YARD, 10 FEET
 NL0898'WEST OF NORTH AND SOUTH FENCE LINE, 35 FEET WEST OF CENTER
 NL0898'LINE OF ROAD, 37 FEET SOUTH OF EAST AND WEST FENCE LINE,
 NL0898'STAMPED MARATHON 1940, AND IS SET 3 INCHES UNDERGROUND.
 NL0898'UNDERGROUND MARK 40 INCHES BENEATH SURFACE.
 NL0898'
 NL0898'R.M. NO. 1 IS ACROSS ROAD FROM STATION, 1 FOOT WEST OF RIGHT
 NL0898'OF WAY FENCE, 20 FEET EAST OF CENTER LINE OF ROAD, 77 FEET
 NL0898'NORTH OF CENTER LINE OF LANE LEADING EAST, 6 FEET SOUTH OF
 NL0898'POWER LINE POLE, IS STAMPED MARATHON NO. 1 1940, AND PROJECTS
 NL0898'4 INCHES.
 NL0898'
 NL0898'R.M. NO. 2 IS ACROSS ROAD FROM STATION, 6 INCHES WEST OF
 NL0898'RIGHT OF WAY FENCE, 21 FEET EAST OF CENTER LINE OF ROAD,
 NL0898'17 FEET NORTH OF POWER LINE POLE, IS STAMPED MARATHON NO. 2
 NL0898'1940, AND PROJECTS 4 INCHES.
 NL0898'
 NL0898'AZIMUTH MARK IS ABOUT 0.45 MILE EAST SOUTHEAST OF STATION,
 NL0898'30.8 FEET SOUTH OF IOWA ROUTE 10, 38.5 FEET EAST OF CENTER
 NL0898'LINE OF RAILROAD TRACKS, 15.5 FEET WEST OF FENCE CORNER, 7
 NL0898'FEET WEST SOUTHWEST OF TELEPHONE POLE, IS STAMPED MARATHON
 NL0898'1940, AND PROJECTS 6 INCHES.  MARK IS 2 FEET WEST OF WHITE
 NL0898'REFERENCE POST.
 NL0898'
 NL0898'STATION MARK IS 9 FEET SOUTHWEST OF WHITE REFERENCE POST.
 NL0898'
 NL0898'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NL0898
 NL0898                          STATION RECOVERY (1944)
 NL0898
 NL0898'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1944 (GMS)
 NL0898'THE AZIMUTH MARK STAMPED MARATHON 1940 WAS RESET AS FOLLOWS--
 NL0898'
 NL0898'TRANSIT ON THE AZIMUTH MARK.  SIGHT ON STATION AND SET S IN
 NL0898'A STRAIGHT LINE WITH STATION AND OLD AZIMUTH MARK 137.45
 NL0898'FEET SE TO THE RIGHT-OF-WAY LINE OF OUR NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0897 ***********************************************************************
 NL0897  DESIGNATION -  MARATHON MUNICIPAL TANK
 NL0897  PID         -  NL0897
 NL0897  STATE/COUNTY-  IA/BUENA VISTA
 NL0897  USGS QUAD   -  ALBERT CITY (1971)
 NL0897
 NL0897                         *CURRENT SURVEY CONTROL
 NL0897  ___________________________________________________________________
 NL0897* NAD 83(1996)-  42 51 40.23902(N)    094 59 00.04753(W)     ADJUSTED  
 NL0897* NAVD 88     -                                                        
 NL0897  ___________________________________________________________________
 NL0897  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 NL0897  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 NL0897
 NL0897  HORZ ORDER  -  THIRD
 NL0897
 NL0897.The horizontal coordinates were established by classical geodetic methods
 NL0897.and adjusted by the National Geodetic Survey in May 1999..
 NL0897
 NL0897
 NL0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0897
 NL0897.The geoid height was determined by GEOID03.
 NL0897
 NL0897;                    North         East     Units Scale Factor Converg.
 NL0897;SPC IA N     - 1,152,259.372 1,378,786.698   MT  0.99995106   -1 00 19.2
 NL0897;UTM  15      - 4,747,306.951   337,974.759   MT  0.99992297   -1 20 57.9
 NL0897
 NL0897                          SUPERSEDED SURVEY CONTROL
 NL0897
 NL0897  NAD 83(1996)-  42 51 40.23898(N)    094 59 00.04749(W) AD(       ) 4
 NL0897  NAD 83(1986)-  42 51 40.23543(N)    094 59 00.04115(W) AD(       ) 4
 NL0897  NAD 27      -  42 51 40.33100(N)    094 58 59.08800(W) AD(       ) 3
 NL0897
 NL0897.Superseded values are not recommended for survey control.
 NL0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0897.See file dsdata.txt to determine how the superseded data were derived.
 NL0897
 NL0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH3797547307(NAD 83)
 NL0897_MARKER: 53 = ELEVATED TANK
 NL0897
 NL0897  HISTORY     - Date     Condition        Report By
 NL0897  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0897
 NL0897                          STATION DESCRIPTION
 NL0897
 NL0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0897'THIS STATION IS THE MUNICIPAL WATER TANK IN THE TOWN OF MARATHON,
 NL0897'LOCATED IN THE CENTER OF TOWN AT THE SOUTHWEST CORNER OF THE
 NL0897'MUNICIPAL FIRE STATION, NEAR THE CORNER OF ATTICA AND MINERVA
 NL0897'STREETS.
 NL0897'
 NL0897'THE TANK IS SUPPORTED BY FOUR STEEL TRUSSWORK LEGS, PAINTED
 NL0897'SILVER.  THE VERTICAL SECTION IS PAINTED SILVER AND HAS A BALL
 NL0897'FINIAL AT THE TOP WHICH IS THE POINT SIGHTED UPON.
 NL0897'
 NL0897'THERE IS A LIGHT ON THE TOP WHICH IS NOT CENTERED.
 NL0897'
 NL0897'THE TOTAL HEIGHT IS 110 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0660 ***********************************************************************
 NK0660  DESIGNATION -  MARBLE
 NK0660  PID         -  NK0660
 NK0660  STATE/COUNTY-  IA/FLOYD
 NK0660  USGS QUAD   -  GREENE (1972)
 NK0660
 NK0660                         *CURRENT SURVEY CONTROL
 NK0660  ___________________________________________________________________
 NK0660* NAD 83(1996)-  42 56 12.74783(N)    092 48 36.69282(W)     ADJUSTED  
 NK0660* NAVD 88     -       322.2    (meters)    1057.     (feet)  VERTCON   
 NK0660  ___________________________________________________________________
 NK0660  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 NK0660  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 NK0660
 NK0660  HORZ ORDER  -  FIRST
 NK0660
 NK0660.The horizontal coordinates were established by classical geodetic methods
 NK0660.and adjusted by the National Geodetic Survey in May 1999..
 NK0660
 NK0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0660
 NK0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0660
 NK0660.The geoid height was determined by GEOID03.
 NK0660
 NK0660;                    North         East     Units Scale Factor Converg.
 NK0660;SPC IA N     - 1,159,834.460 1,556,302.041   MT  0.99995638   +0 28 03.0
 NK0660;UTM  15      - 4,753,822.318   515,486.731   MT  0.99960295   +0 07 45.5
 NK0660
 NK0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0660!SPC IA N     -   0.99995436  x   0.99995638  =   0.99991074
 NK0660!UTM  15      -   0.99995436  x   0.99960295  =   0.99955733
 NK0660
 NK0660:                Primary Azimuth Mark                     Grid Az
 NK0660:SPC IA N     -  MARBLE AZ MK                             001 32 37.8
 NK0660:UTM  15      -  MARBLE AZ MK                             001 52 55.3
 NK0660
 NK0660|---------------------------------------------------------------------|
 NK0660| PID    Reference Object                     Distance      Geod. Az  |
 NK0660|                                                           dddmmss.s |
 NK0660| CI5925 MARBLE AZ MK                                       0020040.8 |
 NK0660| NK0657 GREENE WATER TANK                   APPROX. 4.3 KM 1683300.8 |
 NK0660| CI5927 MARBLE RM 2                          17.767 METERS 18838     |
 NK0660| NK0661 GREENE TV RELAY MAST                APPROX. 0.7 KM 2684035.7 |
 NK0660| NK0658 MARBLE ROCK MUN TANK                APPROX. 5.5 KM 3053828.2 |
 NK0660| CI5926 MARBLE RM 1                          18.863 METERS 35123     |
 NK0660|---------------------------------------------------------------------|
 NK0660
 NK0660                          SUPERSEDED SURVEY CONTROL
 NK0660
 NK0660  NAD 83(1996)-  42 56 12.74786(N)    092 48 36.69277(W) AD(       ) 1
 NK0660  NAD 83(1986)-  42 56 12.74201(N)    092 48 36.68673(W) AD(       ) 1
 NK0660  NAD 27      -  42 56 12.84004(N)    092 48 35.98077(W) AD(       ) 1
 NK0660  NGVD 29 (07/19/86)  322.2    (m)         1057.     (f) VERT ANG       
 NK0660
 NK0660.Superseded values are not recommended for survey control.
 NK0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0660.See file dsdata.txt to determine how the superseded data were derived.
 NK0660
 NK0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1548753822(NAD 83)
 NK0660_MARKER: DS = TRIANGULATION STATION DISK
 NK0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0660_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0660
 NK0660  HISTORY     - Date     Condition        Report By
 NK0660  HISTORY     - 1971     MONUMENTED       NGS
 NK0660
 NK0660                          STATION DESCRIPTION
 NK0660
 NK0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NK0660'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF MARBLE ROCK,
 NK0660'2 MILES NORTH OF GREENE AND ALONG STATE RIGHT-OF-WAY.  IT IS
 NK0660'IN THE SOUTHEAST 1/4 OF SECTION 23, T 94 N, R 17 W.
 NK0660'
 NK0660'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NK0660'54 AND 14, ABOUT 3 MILES EAST OF MARBLE ROCK, GO SOUTH ON STATE
 NK0660'HIGHWAY 14 FOR 1.55 MILES TO THE AZIMUTH MARK ON THE LEFT.
 NK0660'CONTINUE SOUTH ON STATE HIGHWAY 14 FOR 0.5 MILE TO THE STATION
 NK0660'ON THE RIGHT.
 NK0660'
 NK0660'STATION MARKS ARE STANDARD DISKS STAMPED MARBLE 1971.  THE SURFACE
 NK0660'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NK0660'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 238 FEET
 NK0660'NORTH OF THE CENTER OF A GRAVELED ROAD, 51 FEET WEST OF THE
 NK0660'CENTER OF STATE HIGHWAY 14, 10.5 FEET EAST OF A METAL WITNESS
 NK0660'POST AND 10 FEET EAST OF A NORTH-SOUTH FENCE LINE.  THE
 NK0660'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NK0660'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 NK0660'
 NK0660'REFERENCE MARK 1, A STANDARD DISK STAMPED MARBLE NO 1 1971,
 NK0660'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NK0660'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 64.2 FEET NORTH
 NK0660'OF A METAL WITNESS POST, 60 FEET WEST OF THE CENTER OF STATE
 NK0660'HIGHWAY 14 AND 1.5 FEET EAST OF THE WIRE FENCE.
 NK0660'
 NK0660'REFERENCE MARK 2, A STANDARD DISK STAMPED MARBLE NO 2 1971,
 NK0660'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NK0660'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 181 FEET NORTH
 NK0660'OF THE CENTER OF THE GRAVELED ROAD, 60 FEET WEST OF THE CENTER OF
 NK0660'STATE HIGHWAY 14 AND 1-FOOT EAST OF THE WIRE FENCE.
 NK0660'
 NK0660'THE AZIMUTH MARK, A STANDARD DISK STAMPED MARBLE 1971, IS SET IN
 NK0660'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 NK0660'FLUSH WITH THE GROUND SURFACE.  IT IS 55 FEET EAST OF THE CENTER
 NK0660'OF STATE HIGHWAY 14, 5 FEET WEST OF A NORTH-SOUTH FENCE LINE,
 NK0660'1.5 FEET WEST OF A POWERLINE POLE AND 1.5 FEET WEST OF A METAL
 NK0660'WITNESS POST.
 NK0660'
 NK0660'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0658 ***********************************************************************
 NK0658  DESIGNATION -  MARBLE ROCK MUN TANK
 NK0658  PID         -  NK0658
 NK0658  STATE/COUNTY-  IA/FLOYD
 NK0658  USGS QUAD   -  GREENE (1972)
 NK0658
 NK0658                         *CURRENT SURVEY CONTROL
 NK0658  ___________________________________________________________________
 NK0658* NAD 83(1996)-  42 57 55.96903(N)    092 51 52.80265(W)     ADJUSTED  
 NK0658* NAVD 88     -       333.     (meters)    1093.     (feet)  VERTCON   
 NK0658  ___________________________________________________________________
 NK0658  LAPLACE CORR-          -7.98  (seconds)                    DEFLEC99
 NK0658  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 NK0658
 NK0658  HORZ ORDER  -  THIRD
 NK0658
 NK0658.The horizontal coordinates were established by classical geodetic methods
 NK0658.and adjusted by the National Geodetic Survey in May 1999..
 NK0658
 NK0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0658
 NK0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0658
 NK0658.The geoid height was determined by GEOID03.
 NK0658
 NK0658;                    North         East     Units Scale Factor Converg.
 NK0658;SPC IA N     - 1,162,984.673 1,551,831.950   MT  0.99995886   +0 25 50.1
 NK0658;UTM  15      - 4,756,997.739   511,036.899   MT  0.99960150   +0 05 32.1
 NK0658
 NK0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0658!SPC IA N     -   0.99995263  x   0.99995886  =   0.99991149
 NK0658!UTM  15      -   0.99995263  x   0.99960150  =   0.99955415
 NK0658
 NK0658                          SUPERSEDED SURVEY CONTROL
 NK0658
 NK0658  NAD 83(1996)-  42 57 55.96906(N)    092 51 52.80258(W) AD(       ) 4
 NK0658  NAD 83(1986)-  42 57 55.96308(N)    092 51 52.79619(W) AD(       ) 4
 NK0658  NAD 27      -  42 57 56.05858(N)    092 51 52.08137(W) AD(       ) 3
 NK0658  NGVD 29 (07/19/86)  333.     (m)         1093.     (f) VERT ANG       
 NK0658
 NK0658.Superseded values are not recommended for survey control.
 NK0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0658.See file dsdata.txt to determine how the superseded data were derived.
 NK0658
 NK0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1103756998(NAD 83)
 NK0658_MARKER: 53 = ELEVATED TANK
 NK0658
 NK0658  HISTORY     - Date     Condition        Report By
 NK0658  HISTORY     - 1971     FIRST OBSERVED   NGS
 NK0658
 NK0658                          STATION DESCRIPTION
 NK0658
 NK0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NK0658'MARBLE ROCK MUNICIPAL TANK IS LOCATED IN THE EAST EDGE OF
 NK0658'MARBLE ROCK AND JUST SOUTH OF A LARGE GRAIN ELEVATOR.
 NK0658'
 NK0658'THE TANK IS A OVAL SHAPED STEEL STRUCTURE, SILVER IN COLOR,
 NK0658'HAS A RED ROOF, SUPPORTED BY 4 LEGS AND HAS AN OVER-ALL HEIGHT
 NK0658'OF ABOUT 75 FEET.
 NK0658'
 NK0658'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0477 ***********************************************************************
 NL0477  DESIGNATION -  MARCUS
 NL0477  PID         -  NL0477
 NL0477  STATE/COUNTY-  IA/CHEROKEE
 NL0477  USGS QUAD   -  MARCUS (1969)
 NL0477
 NL0477                         *CURRENT SURVEY CONTROL
 NL0477  ___________________________________________________________________
 NL0477* NAD 83(1986)-  42 49 28.     (N)    095 48 17.     (W)     SCALED    
 NL0477* NAVD 88     -       449.201  (meters)    1473.75   (feet)  ADJUSTED  
 NL0477  ___________________________________________________________________
 NL0477  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 NL0477  DYNAMIC HT  -         449.061 (meters)    1473.29  (feet)  COMP
 NL0477  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 NL0477
 NL0477  VERT ORDER  -  SECOND    CLASS 0
 NL0477
 NL0477.The horizontal coordinates were scaled from a topographic map and have
 NL0477.an estimated accuracy of +/- 6 seconds.
 NL0477
 NL0477.The orthometric height was determined by differential leveling
 NL0477.and adjusted by the National Geodetic Survey in June 1991..
 NL0477
 NL0477.The geoid height was determined by GEOID03.
 NL0477
 NL0477.The dynamic height is computed by dividing the NAVD 88
 NL0477.geopotential number by the normal gravity value computed on the
 NL0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0477.degrees latitude (g = 980.6199 gals.).
 NL0477
 NL0477.The modeled gravity was interpolated from observed gravity values.
 NL0477
 NL0477;                    North         East    Units  Estimated Accuracy
 NL0477;SPC IA N     - 1,149,680.    1,311,570.      MT  (+/- 180 meters Scaled)
 NL0477
 NL0477                          SUPERSEDED SURVEY CONTROL
 NL0477
 NL0477  NGVD 29 (??/??/92)  449.013  (m)         1473.14   (f) ADJ UNCH    2 0
 NL0477
 NL0477.Superseded values are not recommended for survey control.
 NL0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0477.See file dsdata.txt to determine how the superseded data were derived.
 NL0477
 NL0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH707451(NAD 83)
 NL0477_MARKER: DB = BENCH MARK DISK
 NL0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0477_STAMPING: MARCUS 1934
 NL0477_MARK LOGO: CGS   
 NL0477_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0477+STABILITY: SURFACE MOTION
 NL0477
 NL0477  HISTORY     - Date     Condition        Report By
 NL0477  HISTORY     - 1934     MONUMENTED       CGS
 NL0477  HISTORY     - 20000404 GOOD             AERSVC
 NL0477
 NL0477                          STATION DESCRIPTION
 NL0477
 NL0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0477'AT MARCUS.
 NL0477'AT MARCUS, CHEROKEE COUNTY, 1 BLOCK SOUTH OF STATE HIGHWAY 143,
 NL0477'IN THE SOUTHWEST CORNER OF THE HIGH SCHOOL YARD, 127 FEET
 NL0477'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 19 FEET
 NL0477'NORTHEAST OF A WATER HYDRANT.  A STANDARD DISK, STAMPED MARCUS
 NL0477'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2.5 FEET
 NL0477'ABOVE GROUND.
 NL0477
 NL0477                          STATION RECOVERY (2000)
 NL0477
 NL0477'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0477'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0700 ***********************************************************************
 NL0700  DESIGNATION -  MARCUS HOLY NAME CATH CH SHORT
 NL0700  PID         -  NL0700
 NL0700  STATE/COUNTY-  IA/CHEROKEE
 NL0700  USGS QUAD   -  MARCUS (1969)
 NL0700
 NL0700                         *CURRENT SURVEY CONTROL
 NL0700  ___________________________________________________________________
 NL0700* NAD 83(1996)-  42 49 21.72800(N)    095 48 15.37256(W)     ADJUSTED  
 NL0700* NAVD 88     -                                                        
 NL0700  ___________________________________________________________________
 NL0700  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 NL0700  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 NL0700
 NL0700  HORZ ORDER  -  THIRD
 NL0700
 NL0700.The horizontal coordinates were established by classical geodetic methods
 NL0700.and adjusted by the National Geodetic Survey in May 1999..
 NL0700
 NL0700
 NL0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0700
 NL0700.The geoid height was determined by GEOID03.
 NL0700
 NL0700;                    North         East     Units Scale Factor Converg.
 NL0700;SPC IA N     - 1,149,489.673 1,311,601.188   MT  0.99994902   -1 33 42.1
 NL0700;UTM  15      - 4,744,941.238   270,765.371   MT  1.00024653   -1 54 25.1
 NL0700
 NL0700                          SUPERSEDED SURVEY CONTROL
 NL0700
 NL0700  NAD 83(1996)-  42 49 21.72802(N)    095 48 15.37253(W) AD(       ) 4
 NL0700  NAD 83(1996)-  42 49 21.72688(N)    095 48 15.37051(W) AD(       ) 4
 NL0700  NAD 83(1986)-  42 49 21.72765(N)    095 48 15.36763(W) AD(       ) 4
 NL0700  NAD 27      -  42 49 21.77000(N)    095 48 14.32000(W) AD(       ) 3
 NL0700
 NL0700.Superseded values are not recommended for survey control.
 NL0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0700.See file dsdata.txt to determine how the superseded data were derived.
 NL0700
 NL0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH7076544941(NAD 83)
 NL0700_MARKER: 90 = CHURCH SPIRE
 NL0700
 NL0700  HISTORY     - Date     Condition        Report By
 NL0700  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0700
 NL0700                          STATION DESCRIPTION
 NL0700
 NL0700'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0699 ***********************************************************************
 NL0699  DESIGNATION -  MARCUS HOLY NAME CH TALL SPIRE
 NL0699  PID         -  NL0699
 NL0699  STATE/COUNTY-  IA/CHEROKEE
 NL0699  USGS QUAD   -  MARCUS (1969)
 NL0699
 NL0699                         *CURRENT SURVEY CONTROL
 NL0699  ___________________________________________________________________
 NL0699* NAD 83(1996)-  42 49 21.24821(N)    095 48 15.40754(W)     ADJUSTED  
 NL0699* NAVD 88     -                                                        
 NL0699  ___________________________________________________________________
 NL0699  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 NL0699  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 NL0699
 NL0699  HORZ ORDER  -  THIRD
 NL0699
 NL0699.The horizontal coordinates were established by classical geodetic methods
 NL0699.and adjusted by the National Geodetic Survey in May 1999..
 NL0699
 NL0699
 NL0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0699
 NL0699.The geoid height was determined by GEOID03.
 NL0699
 NL0699;                    North         East     Units Scale Factor Converg.
 NL0699;SPC IA N     - 1,149,474.896 1,311,599.991   MT  0.99994901   -1 33 42.2
 NL0699;UTM  15      - 4,744,926.463   270,764.084   MT  1.00024653   -1 54 25.1
 NL0699
 NL0699                          SUPERSEDED SURVEY CONTROL
 NL0699
 NL0699  NAD 83(1996)-  42 49 21.24824(N)    095 48 15.40751(W) AD(       ) 4
 NL0699  NAD 83(1996)-  42 49 21.24692(N)    095 48 15.40557(W) AD(       ) 4
 NL0699  NAD 83(1986)-  42 49 21.24766(N)    095 48 15.40272(W) AD(       ) 4
 NL0699  NAD 27      -  42 49 21.29200(N)    095 48 14.35500(W) AD(       ) 3
 NL0699
 NL0699.Superseded values are not recommended for survey control.
 NL0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0699.See file dsdata.txt to determine how the superseded data were derived.
 NL0699
 NL0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH7076444926(NAD 83)
 NL0699_MARKER: 91 = CHURCH CROSS
 NL0699
 NL0699  HISTORY     - Date     Condition        Report By
 NL0699  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0699
 NL0699                          STATION DESCRIPTION
 NL0699
 NL0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0699'THIS STATION IS A LARGE GOLD CROSS ON THE HOLY NAME CATHOLIC
 NL0699'CHURCH, IN THE TOWN OF MARCUS.
 NL0699'
 NL0699'THE BUILDING IS OF BRICK CONSTRUCTION AND WAS BUILT IN 1915.
 NL0699'
 NL0699'THE SPIRE IS THE MOST SOUTHERN AND HIGHEST OF TWO ON THE SAME
 NL0699'BUILDING.  IT HAS A GREEN-COLORED DOME ON WHICH THERE IS A LARGE
 NL0699'GOLD CROSS.  THE GOLD CROSS IS THE OBJECT SIGHTED UPON.
 NL0699'
 NL0699'THE TOTAL HEIGHT IS 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0698 ***********************************************************************
 NL0698  DESIGNATION -  MARCUS MUNICIPAL TANK
 NL0698  PID         -  NL0698
 NL0698  STATE/COUNTY-  IA/CHEROKEE
 NL0698  USGS QUAD   -  MARCUS (1969)
 NL0698
 NL0698                         *CURRENT SURVEY CONTROL
 NL0698  ___________________________________________________________________
 NL0698* NAD 83(1996)-  42 49 33.22042(N)    095 47 55.89274(W)     ADJUSTED  
 NL0698* NAVD 88     -                                                        
 NL0698  ___________________________________________________________________
 NL0698  LAPLACE CORR-          -5.97  (seconds)                    DEFLEC99
 NL0698  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 NL0698
 NL0698  HORZ ORDER  -  THIRD
 NL0698
 NL0698.The horizontal coordinates were established by classical geodetic methods
 NL0698.and adjusted by the National Geodetic Survey in May 1999..
 NL0698
 NL0698
 NL0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0698
 NL0698.The geoid height was determined by GEOID03.
 NL0698
 NL0698;                    North         East     Units Scale Factor Converg.
 NL0698;SPC IA N     - 1,149,832.114 1,312,053.133   MT  0.99994917   -1 33 28.9
 NL0698;UTM  15      - 4,745,281.049   271,219.506   MT  1.00024397   -1 54 12.3
 NL0698
 NL0698                          SUPERSEDED SURVEY CONTROL
 NL0698
 NL0698  NAD 83(1996)-  42 49 33.22044(N)    095 47 55.89271(W) AD(       ) 4
 NL0698  NAD 83(1996)-  42 49 33.21912(N)    095 47 55.89078(W) AD(       ) 4
 NL0698  NAD 83(1986)-  42 49 33.21982(N)    095 47 55.88793(W) AD(       ) 4
 NL0698  NAD 27      -  42 49 33.26500(N)    095 47 54.84200(W) AD(       ) 3
 NL0698
 NL0698.Superseded values are not recommended for survey control.
 NL0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0698.See file dsdata.txt to determine how the superseded data were derived.
 NL0698
 NL0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH7122045281(NAD 83)
 NL0698_MARKER: 53 = ELEVATED TANK
 NL0698
 NL0698  HISTORY     - Date     Condition        Report By
 NL0698  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0698
 NL0698                          STATION DESCRIPTION
 NL0698
 NL0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0698'THE MUNICIPAL TANK IS IN THE NORTHEAST EDGE OF THE CITY OF MARCUS,
 NL0698'ABOUT 225 FEET SOUTHEAST OF THE INTERSECTION OF RAILROAD AND
 NL0698'HAWKEYE STREETS AND 80 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NL0698'OF THE CITY PUMP HOUSE.
 NL0698'
 NL0698'THE TANK IS OF STEEL CONSTRUCTION, SUPPORTED BY FOUR LEGS,
 NL0698'IS PAINTED ALUMINUM WITH MARCUS IN BLACK LETTERS ON THE NORTH
 NL0698'AND SOUTH SIDES.  STRUCTURE IS 135 FEET HIGH AND HAS ROUND
 NL0698'BALL CENTERED AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0464 ***********************************************************************
 MH0464  DESIGNATION -  MARENGO
 MH0464  PID         -  MH0464
 MH0464  STATE/COUNTY-  IA/IOWA
 MH0464  USGS QUAD   -  WILLIAMSBURG (1968)
 MH0464
 MH0464                         *CURRENT SURVEY CONTROL
 MH0464  ___________________________________________________________________
 MH0464* NAD 83(1996)-  41 44 26.47744(N)    092 06 29.60767(W)     ADJUSTED  
 MH0464* NAVD 88     -       279.9    (meters)     918.     (feet)  VERTCON   
 MH0464  ___________________________________________________________________
 MH0464  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 MH0464  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 MH0464
 MH0464  HORZ ORDER  -  FIRST
 MH0464
 MH0464.The horizontal coordinates were established by classical geodetic methods
 MH0464.and adjusted by the National Geodetic Survey in May 1999..
 MH0464
 MH0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0464
 MH0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0464
 MH0464.The geoid height was determined by GEOID03.
 MH0464
 MH0464;                    North         East     Units Scale Factor Converg.
 MH0464;SPC IA S     -   194,232.691   615,770.854   MT  0.99999271   +0 55 00.4
 MH0464;SPC IA N     - 1,027,688.311 1,615,780.105   MT  1.00007512   +0 56 35.8
 MH0464;UTM  15      - 4,621,369.998   574,154.171   MT  0.99966767   +0 35 37.4
 MH0464
 MH0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0464!SPC IA S     -   0.99996114  x   0.99999271  =   0.99995385
 MH0464!SPC IA N     -   0.99996114  x   1.00007512  =   1.00003625
 MH0464!UTM  15      -   0.99996114  x   0.99966767  =   0.99962882
 MH0464
 MH0464:                Primary Azimuth Mark                     Grid Az
 MH0464:SPC IA S     -  AIR BEACON 1 MI W OF MARENGO             022 11 55.4
 MH0464:SPC IA N     -  AIR BEACON 1 MI W OF MARENGO             022 10 20.0
 MH0464:UTM  15      -  AIR BEACON 1 MI W OF MARENGO             022 31 18.4
 MH0464
 MH0464|---------------------------------------------------------------------|
 MH0464| PID    Reference Object                     Distance      Geod. Az  |
 MH0464|                                                           dddmmss.s |
 MH0464| MH0459 AIR BEACON 1 MI W OF MARENGO        APPROX. 5.0 KM 0230655.8 |
 MH0464| MH0458 MARENGO MUNICIPAL TANK              APPROX. 6.8 KM 0311920.4 |
 MH0464| CL9844 MARENGO RM 1 AZIMUTH                               0582857.6 |
 MH0464| MH0471 VICTOR MUNICIPAL TANK               APPROX.15.3 KM 2653541.7 |
 MH0464| MH0579 AIR BEACON 4 MI W OF BROOKLYN       APPROX.33.3 KM 2690204.6 |
 MH0464| MH0486 AIR BCN 3 MI NE OF CANFORTH         APPROX.16.1 KM 2773340.1 |
 MH0464| MH0468 MARENGO RM 3                         46.155 METERS 28039     |
 MH0464| MH0461 LADORA GRAIN ELEV NW CORNER         APPROX. 6.5 KM 2842854.5 |
 MH0464| MH0460 LADORA MUNICIPAL TANK               APPROX. 6.4 KM 2873653.6 |
 MH0464| CL9845 MARENGO RM 2                         76.709 METERS 31045     |
 MH0464|---------------------------------------------------------------------|
 MH0464
 MH0464                          SUPERSEDED SURVEY CONTROL
 MH0464
 MH0464  NAD 83(1986)-  41 44 26.48247(N)    092 06 29.61437(W) AD(       ) 1
 MH0464  NAD 27      -  41 44 26.46700(N)    092 06 28.96200(W) AD(       ) 1
 MH0464  NGVD 29 (07/19/86)  279.9    (m)          918.     (f) VERT ANG       
 MH0464
 MH0464.Superseded values are not recommended for survey control.
 MH0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0464.See file dsdata.txt to determine how the superseded data were derived.
 MH0464
 MH0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7415421370(NAD 83)
 MH0464_MARKER: DS = TRIANGULATION STATION DISK
 MH0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0464
 MH0464  HISTORY     - Date     Condition        Report By
 MH0464  HISTORY     - 1930     MONUMENTED       CGS
 MH0464  HISTORY     - 1933     GOOD             CGS
 MH0464  HISTORY     - 1934     GOOD             IOWAGS
 MH0464  HISTORY     - 1969     GOOD             CGS
 MH0464
 MH0464                          STATION DESCRIPTION
 MH0464
 MH0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0464'STATION IS ABOUT 4 MILES S AND 1-1/2 MILES W OF MARENGO, IN THE
 MH0464'NE 1/4 SEC. 15, T 80 N, R 11 W, ON LAND OWNED AND OCCUPIED BY
 MH0464'C.W. GUNZENHAUSER.  THE SITE OF THE STATION IS ON THE HIGHEST
 MH0464'POINT OF A GENTLE RISE IN PASTURE LAND ABOUT 400 FEET SE OF
 MH0464'THE HOUSE AND 46.17 METERS E OF THE NE CORNER OF THE LARGE BARN.
 MH0464'THE MARK IS DEPRESSED 12 INCHES.
 MH0464'
 MH0464'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MH0464'DISKS SET IN CONCRETE.
 MH0464'
 MH0464'REFERENCE MARK NO. 1, AN AZIMUTH MARK, IS NEAR A FENCE CORNER IN
 MH0464'THE PASTURE, AND ABOUT 1/4 MILE E OF THE HOUSE.  IT IS 0.41 METER
 MH0464'S OF A FENCE LINE WHICH IS BORDERED BY A LINE OF TREES, AND
 MH0464'2.65 METERS W OF A FENCE CORNER.  THE MARK IS 8 INCHES ABOVE
 MH0464'THE SURFACE.  REFERENCE MARK NO. 2, IS 8 INCHES ABOVE THE
 MH0464'SURFACE, AND IS LOCATED ABOUT 200 FEET E OF THE HOUSE 0.7 METER
 MH0464'W OF THE FENCE SEPARATING THE BARN LOT FROM THE PASTURE, 17.97
 MH0464'METERS N OF THE MACHINE SHED, AND 18.72 METERS S OF E OF THE
 MH0464'SE CORNER OF A PERMANENTLY BUILT CHICKEN HOUSE.
 MH0464'
 MH0464'TO REACH FROM MARENGO, GO TO THE JUNCTION OF OLD HIGHWAY 32
 MH0464'AND COUNTY ROAD R (OLD ROUTE M) WHICH IS ABOUT 1-1/2 MILES SW
 MH0464'OF THE TOWN, AND FOLLOW COUNTY ROAD R IN A S AND W COURSE ABOUT
 MH0464'3 MILES TO MR. GUZENHAUSERS HOUSE WHICH IS AT THE ANGLE THE
 MH0464'ROAD MAKES TURNING W.
 MH0464'
 MH0464'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MH0464
 MH0464                          STATION RECOVERY (1933)
 MH0464
 MH0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WM)
 MH0464'STATION RECOVERED AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 MH0464
 MH0464                          STATION RECOVERY (1934)
 MH0464
 MH0464'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MH0464'THE ORIGINAL DESCRIPTION IS SATISFACTORY.  THE ORIGINAL STATION
 MH0464'AND REFERENCE MARKERS WERE ALL FOUND IN GOOD CONDITION.
 MH0464
 MH0464                          STATION RECOVERY (1969)
 MH0464
 MH0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0464'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND IN GOOD
 MH0464'CONDITION.  THE STATION MARK IS IN A CULTIVATED FIELD AND THE OWNER
 MH0464'REQUESTED THAT THE STATION NOT BE OCCUPIED AT THIS DATE.  REFERENCE
 MH0464'MARK 3 WAS ESTABLISHED AT THIS DATE, SEE DESCRIPTION THEREOF.
 MH0464'
 MH0464'THE TRAVERSE DISTANCE NOTED WAS CORRECTED TO SEA LEVEL.
 MH0464'
 MH0464'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHWEST
 MH0464'OF MARENGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0468 ***********************************************************************
 MH0468  DESIGNATION -  MARENGO RM 3
 MH0468  PID         -  MH0468
 MH0468  STATE/COUNTY-  IA/IOWA
 MH0468  USGS QUAD   -  WILLIAMSBURG (1968)
 MH0468
 MH0468                         *CURRENT SURVEY CONTROL
 MH0468  ___________________________________________________________________
 MH0468* NAD 83(1996)-  41 44 26.75377(N)    092 06 31.57073(W)     ADJUSTED  
 MH0468* NAVD 88     -       279.4    (meters)     917.     (feet)  VERTCON   
 MH0468  ___________________________________________________________________
 MH0468  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 MH0468  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 MH0468
 MH0468  HORZ ORDER  -  FIRST
 MH0468
 MH0468.The horizontal coordinates were established by classical geodetic methods
 MH0468.and adjusted by the National Geodetic Survey in May 1999..
 MH0468
 MH0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0468
 MH0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0468
 MH0468.The geoid height was determined by GEOID03.
 MH0468
 MH0468;                    North         East     Units Scale Factor Converg.
 MH0468;SPC IA S     -   194,240.490   615,725.363   MT  0.99999272   +0 54 59.1
 MH0468;SPC IA N     - 1,027,696.089 1,615,734.607   MT  1.00007510   +0 56 34.4
 MH0468;UTM  15      - 4,621,378.051   574,108.739   MT  0.99966758   +0 35 36.1
 MH0468
 MH0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0468!SPC IA S     -   0.99996122  x   0.99999272  =   0.99995394
 MH0468!SPC IA N     -   0.99996122  x   1.00007510  =   1.00003631
 MH0468!UTM  15      -   0.99996122  x   0.99966758  =   0.99962881
 MH0468
 MH0468:                Primary Azimuth Mark                     Grid Az
 MH0468:SPC IA S     -  MARENGO RM 1 AZIMUTH                     062 07 41.1
 MH0468:SPC IA N     -  MARENGO RM 1 AZIMUTH                     062 06 05.8
 MH0468:UTM  15      -  MARENGO RM 1 AZIMUTH                     062 27 04.1
 MH0468
 MH0468|---------------------------------------------------------------------|
 MH0468| PID    Reference Object                     Distance      Geod. Az  |
 MH0468|                                                           dddmmss.s |
 MH0468| CL9844 MARENGO RM 1 AZIMUTH                               0630240.2 |
 MH0468| MH0464 MARENGO                              46.155 METERS 10039     |
 MH0468| CL9845 MARENGO RM 2                         43.462 METERS 34257     |
 MH0468|---------------------------------------------------------------------|
 MH0468
 MH0468                          SUPERSEDED SURVEY CONTROL
 MH0468
 MH0468  NAD 83(1986)-  41 44 26.75879(N)    092 06 31.57730(W) AD(       ) 1
 MH0468  NAD 27      -  41 44 26.74332(N)    092 06 30.92507(W) AD(       ) 1
 MH0468  NGVD 29 (07/19/86)  279.4    (m)          917.     (f) VERT ANG       
 MH0468
 MH0468.Superseded values are not recommended for survey control.
 MH0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0468.See file dsdata.txt to determine how the superseded data were derived.
 MH0468
 MH0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7410921378(NAD 83)
 MH0468_MARKER: DR = REFERENCE MARK DISK
 MH0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0468+STABILITY: SURFACE MOTION
 MH0468
 MH0468  HISTORY     - Date     Condition        Report By
 MH0468  HISTORY     - 1969     MONUMENTED       CGS
 MH0468
 MH0468                          STATION DESCRIPTION
 MH0468
 MH0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0468'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF MARENGO, 3-1/2
 MH0468'MILES NORTH OF INTERSTATE HIGHWAY 80, IN THE NE 1/4 SECTION 15,
 MH0468'T8ON, R11W, AND ON PROPERTY OWNED BY MR. HAROLD GUNZENHAUSER.
 MH0468'
 MH0468'TO REACH THE STATION FROM THE UNDERPASS UNDER INTERSTATE
 MH0468'HIGHWAY 80, AT THE LADORA-MILLERBURG EXIT, GO NORTH FOR 0.45 MILES
 MH0468'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.7 MILE TO A
 MH0468'POINT WHERE THE ROAD TURNS LEFT.  TURN LEFT AND GO NORTH FOR 1.0
 MH0468'MILE TO A T-INTERSECTION.  TURN RIGHT AND GO EAST FOR 1.65 MILES
 MH0468'TO A POINT WHERE THE MAIN ROAD TURNS LEFT.  TURN LEFT AND GO
 MH0468'NORTH FOR 1.7 MILES TO A POINT WHERE THE MAIN ROAD TURNS RIGHT.
 MH0468'TURN RIGHT AND GO EAST FOR 0.25 MILE TO A DRIVEWAY ON THE
 MH0468'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO A HOUSE ON THE
 MH0468'RIGHT.  CONTINUE SOUTH FOR APPROXIMATELY 50-YARDS TO AN ALUMINUM
 MH0468'GATE BETWEEN A BARN AND A UTILITY SHED.  CONTINUE SOUTH FOR
 MH0468'APPROXIMATELY 50-YARDS TO A WHITE BARN AND THE STATION.
 MH0468'
 MH0468'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 MH0468'MARENGO NO 3 1969 1930, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 MH0468'MONUMENT THAT IS 8 INCHES BELOW THE GROUND SURFACE.  IT IS 26.0
 MH0468'FEET NORTH OF THE NORTHEAST CORNER OF THE WHITE BARN, 8.5 FEET
 MH0468'NORTH OF THE NORTH GATE POST AND 2 FEET EAST OF A WIRE FENCE.
 MH0468'
 MH0468'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MARENGO NO 1 1930,
 MH0468'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MH0468'3 INCHES ABOVE GROUND.  IT IS 8.0 FEET WEST-SOUTHWEST OF A FENCE
 MH0468'CORNER POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 MH0468'
 MH0468'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MARENGO NO 2 1930,
 MH0468'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MH0468'6 INCHES ABOVE GROUND.  IT IS 43.0 FEET SOUTH-SOUTHWEST OF THE
 MH0468'NORTHEAST CORNER POST IN A FENCED LOT, 3.5 FEET WEST OF A WIRE
 MH0468'FENCE AND 1.7 FEET EAST OF THE EAST WALL OF A GARAGE.
 MH0468'
 MH0468'TRIANGULATION STATION MARENGO 1930 IS A STANDARD DISK, STAMPED
 MH0468'MARENGO 1930, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MH0468'THAT IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 248 FEET
 MH0468'SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE GARAGE, 160 FEET EAST
 MH0468'OF THE SOUTHEAST CORNER OF THE WHITE BARN AND 151 FEET EAST OF
 MH0468'THE NORTHEAST CORNER OF THE WHITE BARN.
 MH0468'
 MH0468'TO REACH THE AZIMUTH MARK, (REFERENCE MARK 1) FROM THE STATION
 MH0468'GO EAST-NORTHEAST ACROSS CULTIVATED FIELD FOR APPROXIMATELY 1/4
 MH0468'MILE TO A FENCE CORNER AND THE MARK.
 MH0468'
 MH0468'THE TRAVERSE DISTANCES NOTED ABOVE WERE CORRECTED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0469 ***********************************************************************
 MH0469  DESIGNATION -  MARENGO RM A
 MH0469  PID         -  MH0469
 MH0469  STATE/COUNTY-  IA/IOWA
 MH0469  USGS QUAD   -  WILLIAMSBURG (1968)
 MH0469
 MH0469                         *CURRENT SURVEY CONTROL
 MH0469  ___________________________________________________________________
 MH0469* NAD 83(1996)-  41 44 25.83747(N)    092 06 31.59604(W)     ADJUSTED  
 MH0469* NAVD 88     -       279.0    (meters)     915.     (feet)  VERTCON   
 MH0469  ___________________________________________________________________
 MH0469  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 MH0469  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 MH0469
 MH0469  HORZ ORDER  -  FIRST
 MH0469
 MH0469.The horizontal coordinates were established by classical geodetic methods
 MH0469.and adjusted by the National Geodetic Survey in May 1999..
 MH0469
 MH0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0469
 MH0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0469
 MH0469.The geoid height was determined by GEOID03.
 MH0469
 MH0469;                    North         East     Units Scale Factor Converg.
 MH0469;SPC IA S     -   194,212.215   615,725.230   MT  0.99999268   +0 54 59.0
 MH0469;SPC IA N     - 1,027,667.811 1,615,734.487   MT  1.00007517   +0 56 34.4
 MH0469;UTM  15      - 4,621,349.786   574,108.447   MT  0.99966758   +0 35 36.1
 MH0469
 MH0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0469!SPC IA S     -   0.99996128  x   0.99999268  =   0.99995396
 MH0469!SPC IA N     -   0.99996128  x   1.00007517  =   1.00003644
 MH0469!UTM  15      -   0.99996128  x   0.99966758  =   0.99962887
 MH0469
 MH0469|---------------------------------------------------------------------|
 MH0469| PID    Reference Object                     Distance      Geod. Az  |
 MH0469|                                                           dddmmss.s |
 MH0469| MH0468 MARENGO RM 3                         28.276 METERS 00111     |
 MH0469| MG0903 CONROY FARMERS COOP ELEV            APPROX. 9.3 KM 0965752.3 |
 MH0469| MH0488 HARTFORD                            APPROX.15.8 KM 2791634.8 |
 MH0469|---------------------------------------------------------------------|
 MH0469
 MH0469                          SUPERSEDED SURVEY CONTROL
 MH0469
 MH0469  NAD 83(1986)-  41 44 25.84242(N)    092 06 31.60262(W) AD(       ) 1
 MH0469  NAD 27      -  41 44 25.82704(N)    092 06 30.95047(W) AD(       ) 1
 MH0469  NGVD 29 (07/19/86)  279.0    (m)          915.     (f) VERT ANG       
 MH0469
 MH0469.Superseded values are not recommended for survey control.
 MH0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0469.See file dsdata.txt to determine how the superseded data were derived.
 MH0469
 MH0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7410821350(NAD 83)
 MH0469_MARKER: DS = TRIANGULATION STATION DISK
 MH0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0469+STABILITY: SURFACE MOTION
 MH0469
 MH0469  HISTORY     - Date     Condition        Report By
 MH0469  HISTORY     - 1969     MONUMENTED       CGS
 MH0469
 MH0469                          STATION DESCRIPTION
 MH0469
 MH0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0469'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF MARENGO, 3-1/2
 MH0469'MILES NORTH ON INTERSTATE 80, IN THE NE 1/4 SECTION 15, T8ON
 MH0469'R11W, AND ON PROPERTY OWNED BY MR. HAROLD GUNZENHAUSER.
 MH0469'
 MH0469'THE STATION MARK IS A STANDARD DISK, STAMPED MARENGO RM A 1969,
 MH0469'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 MH0469'8-INCHES BELOW THE GROUND SURFACE.  IT IS 37 FEET NORTH OF A FENCE
 MH0469'CORNER POST, 18.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A WHITE
 MH0469'BARN, 7.5 FEET SOUTH OF A GATE POST AND 1.5 FEET EAST OF A WIRE
 MH0469'FENCE.
 MH0469'
 MH0469'TO REACH THE STATION SEE THE DESCRIPTION FOR TRIANGULATION
 MH0469'STATION MARENGO RM 3 1969 THEREOF.
 MH0469'
 MH0469'THE TRAVERSE DISTANCE NOTED ABOVE WAS CORRECTED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0542 ***********************************************************************
 NJ0542  DESIGNATION -  MARION
 NJ0542  PID         -  NJ0542
 NJ0542  STATE/COUNTY-  IA/LINN
 NJ0542  USGS QUAD   -  MARION (1994)
 NJ0542
 NJ0542                         *CURRENT SURVEY CONTROL
 NJ0542  ___________________________________________________________________
 NJ0542* NAD 83(1986)-  42 01 58.     (N)    091 35 57.     (W)     SCALED    
 NJ0542* NAVD 88     -       259.259  (meters)     850.59   (feet)  ADJUSTED  
 NJ0542  ___________________________________________________________________
 NJ0542  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 NJ0542  DYNAMIC HT  -         259.164 (meters)     850.27  (feet)  COMP
 NJ0542  MODELED GRAV-     980,249.4   (mgal)                       NAVD 88
 NJ0542
 NJ0542  VERT ORDER  -  SECOND    CLASS 0
 NJ0542
 NJ0542.The horizontal coordinates were scaled from a topographic map and have
 NJ0542.an estimated accuracy of +/- 6 seconds.
 NJ0542
 NJ0542.The orthometric height was determined by differential leveling
 NJ0542.and adjusted by the National Geodetic Survey in June 1991..
 NJ0542
 NJ0542.The geoid height was determined by GEOID03.
 NJ0542
 NJ0542.The dynamic height is computed by dividing the NAVD 88
 NJ0542.geopotential number by the normal gravity value computed on the
 NJ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0542.degrees latitude (g = 980.6199 gals.).
 NJ0542
 NJ0542.The modeled gravity was interpolated from observed gravity values.
 NJ0542
 NJ0542;                    North         East    Units  Estimated Accuracy
 NJ0542;SPC IA N     - 1,060,950.    1,657,390.      MT  (+/- 180 meters Scaled)
 NJ0542
 NJ0542                          SUPERSEDED SURVEY CONTROL
 NJ0542
 NJ0542  NGVD 29 (??/??/92)  259.281  (m)          850.66   (f) ADJ UNCH    2 0
 NJ0542
 NJ0542.Superseded values are not recommended for survey control.
 NJ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0542.See file dsdata.txt to determine how the superseded data were derived.
 NJ0542
 NJ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG159543(NAD 83)
 NJ0542_MARKER: DB = BENCH MARK DISK
 NJ0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0542_SP_SET: MONUMENT BASE
 NJ0542_STAMPING: MARION 1934
 NJ0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0542+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 NJ0542
 NJ0542  HISTORY     - Date     Condition        Report By
 NJ0542  HISTORY     - 1934     MONUMENTED       CGS
 NJ0542  HISTORY     - 1954     GOOD             NGS
 NJ0542  HISTORY     - 20040808 GOOD             GEOCAC
 NJ0542  HISTORY     - 20040820 GOOD             INDIV
 NJ0542
 NJ0542                          STATION DESCRIPTION
 NJ0542
 NJ0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0542'AT MARION.
 NJ0542'AT MARION, LINN COUNTY, AT THE CITY PARK, AT THE WEST SIDE OF
 NJ0542'THE CITY SQUARE, IN THE TOP OF THE NORTHEAST CORNER OF THE
 NJ0542'CONCRETE FOUNDATION OF A FRENCH MM. GUN, AND 3 FEET ABOVE
 NJ0542'GROUND.  A STANDARD DISK, STAMPED MARION 1934.
 NJ0542
 NJ0542                          STATION RECOVERY (1954)
 NJ0542
 NJ0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 NJ0542'RECOVERED IN GOOD CONDITION.
 NJ0542
 NJ0542                          STATION RECOVERY (2004)
 NJ0542
 NJ0542'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 NJ0542'FOUND AT N42 01.973 W091 35.945, SKY OBSCURED BY TREES.
 NJ0542
 NJ0542                          STATION RECOVERY (2004)
 NJ0542
 NJ0542'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MLS)
 NJ0542'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0838 ***********************************************************************
 MG0838  DESIGNATION -  MARION
 MG0838  PID         -  MG0838
 MG0838  STATE/COUNTY-  IA/HENRY
 MG0838  USGS QUAD   -  SWEDESBURG (1981)
 MG0838
 MG0838                         *CURRENT SURVEY CONTROL
 MG0838  ___________________________________________________________________
 MG0838* NAD 83(1996)-  41 01 19.18856(N)    091 35 27.72072(W)     ADJUSTED  
 MG0838* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 MG0838  ___________________________________________________________________
 MG0838  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 MG0838  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MG0838
 MG0838  HORZ ORDER  -  FIRST
 MG0838
 MG0838.The horizontal coordinates were established by classical geodetic methods
 MG0838.and adjusted by the National Geodetic Survey in May 1999..
 MG0838
 MG0838.The orthometric height was scaled from a topographic map.
 MG0838
 MG0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0838
 MG0838.The geoid height was determined by GEOID03.
 MG0838
 MG0838;                    North         East     Units Scale Factor Converg.
 MG0838;SPC IA S     -   115,252.572   660,537.440   MT  0.99995322   +1 15 26.8
 MG0838;UTM  15      - 4,542,155.006   618,458.511   MT  0.99977271   +0 55 29.6
 MG0838
 MG0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0838!SPC IA S     -   0.99997271  x   0.99995322  =   0.99992593
 MG0838!UTM  15      -   0.99997271  x   0.99977271  =   0.99974542
 MG0838
 MG0838|---------------------------------------------------------------------|
 MG0838| PID    Reference Object                     Distance      Geod. Az  |
 MG0838|                                                           dddmmss.s |
 MG0838| CL9847 MARION RM 1                          45.388 METERS 12012     |
 MG0838| LD0857 MT PLEASANT SE ELEC ASSOC MST       APPROX. 7.6 KM 1460339.8 |
 MG0838| LD0863 MT PLEASANT SHEAFFER PEN CO TK      APPROX. 6.6 KM 1472327.5 |
 MG0838| LD0861 MT PLEASANT ST MENTAL INST STK      APPROX. 8.9 KM 1483851.7 |
 MG0838| LD0865 MT PLEASANT ST MENTAL INST TK       APPROX. 8.8 KM 1492258.7 |
 MG0838| LD0864 MT PLEASANT MUNICIPAL TANK          APPROX. 6.9 KM 1543419.8 |
 MG0838| LD0860 MT PLEASANT ALPHONUS CATH CH        APPROX. 7.4 KM 1571640.7 |
 MG0838| CL9848 MARION RM 2                           6.402 METERS 18351     |
 MG0838| CL9846 MARION AZ MK                                       2010322.8 |
 MG0838|---------------------------------------------------------------------|
 MG0838
 MG0838                          SUPERSEDED SURVEY CONTROL
 MG0838
 MG0838  NAD 83(1986)-  41 01 19.19803(N)    091 35 27.73272(W) AD(       ) 1
 MG0838  NAD 27      -  41 01 19.10220(N)    091 35 27.14940(W) AD(       ) 1
 MG0838
 MG0838.Superseded values are not recommended for survey control.
 MG0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0838.See file dsdata.txt to determine how the superseded data were derived.
 MG0838
 MG0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF1845942155(NAD 83)
 MG0838_MARKER: DS = TRIANGULATION STATION DISK
 MG0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0838_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MG0838
 MG0838  HISTORY     - Date     Condition        Report By
 MG0838  HISTORY     - 1955     MONUMENTED       CGS
 MG0838
 MG0838                          STATION DESCRIPTION
 MG0838
 MG0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 MG0838'THE STATION IS LOCATED NEAR THE NORTH END OF A FARM LANE ABOUT
 MG0838'3 MILES AIRLINE NORTHEAST OF THE SKUNK RIVER, 4 MILES AIRLINE
 MG0838'NORTHWEST OF MOUNT PLEASANT, AND 8 MILES AIRLINE EAST-NORTHEAST
 MG0838'OF LOCKRIDGE.
 MG0838'
 MG0838'TO REACH THE STATION FROM THE POST OFFICE IN MOUNT PLEASANT GO
 MG0838'NORTH ON U.S. HIGHWAY 218 FOR 2.5 MILES TO A SIDE ROAD ON THE
 MG0838'LEFT.  TURN LEFT AND GO WEST 0.7 MILE TO A FORK.  TURN RIGHT
 MG0838'AND GO NORTH 1.5 MILES TO A FORK JUST AFTER CROSSING A STEEL
 MG0838'BRIDGE.  TURN LEFT AND GO WEST 0.6 MILE TO THE AZIMUTH MARK
 MG0838'AT A FORK AND A FARMYARD ON THE RIGHT.  TURN RIGHT, PASS THROUGH
 MG0838'TWO GATES IN THE FARMYARD, AND GO NORTH ON A FARM LANE 0.3 MILE
 MG0838'TO THE END OF THE LANE AND THE STATION.
 MG0838'
 MG0838'THE STATION MARK IS A STANDARD DISK STAMPED MARION 1955 SET
 MG0838'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS 12 INCHES
 MG0838'BELOW THE SURFACE OF THE GROUND.  IT IS 4.5 FEET EAST OF
 MG0838'A WITNESS POST SET IN A FENCE LINE AND 69 FEET NORTH OF THE NORTH
 MG0838'END OF A FARM LANE.
 MG0838'
 MG0838'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED MARION
 MG0838'NO 1 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 MG0838'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS SET IN AN
 MG0838'EAST-WEST FENCE LINE AND IS 4 FEET LOWER THAN THE STATION.
 MG0838'
 MG0838'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED MARION NO 2
 MG0838'1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 MG0838'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST OF
 MG0838'A FENCE CORNER, 8 FEET EAST OF THE CENTERLINE OF A FARM LANE,
 MG0838'AND 2 FEET HIGHER THAN THE STATION.
 MG0838'
 MG0838'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MARION 1955 SET
 MG0838'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 MG0838'4 INCHES ABOVE THE GROUND.  IT IS 45 FEET NORTH OF THE CENTERLINE
 MG0838'OF AN EAST-WEST ROAD, 30 FEET SOUTHWEST OF A NORTHWEST-SOUTHEAST
 MG0838'ROAD, 8 FEET NORTH OF A FENCE CORNER, AND 4.5 FEET NORTHWEST OF
 MG0838'A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0771 ***********************************************************************
 NJ0771  DESIGNATION -  MARION FIRST METH EPIS CH TWR
 NJ0771  PID         -  NJ0771
 NJ0771  STATE/COUNTY-  IA/LINN
 NJ0771  USGS QUAD   -  MARION (1994)
 NJ0771
 NJ0771                         *CURRENT SURVEY CONTROL
 NJ0771  ___________________________________________________________________
 NJ0771* NAD 83(1996)-  42 02 02.66750(N)    091 35 48.22338(W)     ADJUSTED  
 NJ0771* NAVD 88     -                                                        
 NJ0771  ___________________________________________________________________
 NJ0771  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 NJ0771  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 NJ0771
 NJ0771  HORZ ORDER  -  THIRD
 NJ0771
 NJ0771.The horizontal coordinates were established by classical geodetic methods
 NJ0771.and adjusted by the National Geodetic Survey in May 1999..
 NJ0771
 NJ0771
 NJ0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0771
 NJ0771.The geoid height was determined by GEOID03.
 NJ0771
 NJ0771;                    North         East     Units Scale Factor Converg.
 NJ0771;SPC IA N     - 1,061,097.251 1,657,590.966   MT  1.00000608   +1 17 23.8
 NJ0771;UTM  15      - 4,654,511.977   616,154.792   MT  0.99976602   +0 56 22.9
 NJ0771
 NJ0771                          SUPERSEDED SURVEY CONTROL
 NJ0771
 NJ0771  NAD 83(1986)-  42 02 02.66405(N)    091 35 48.23410(W) AD(       ) 4
 NJ0771  NAD 27      -  42 02 02.67000(N)    091 35 47.58000(W) AD(       ) 3
 NJ0771
 NJ0771.Superseded values are not recommended for survey control.
 NJ0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0771.See file dsdata.txt to determine how the superseded data were derived.
 NJ0771
 NJ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1615554512(NAD 83)
 NJ0771_MARKER: 55 = TOWER
 NJ0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0771+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2004
 NJ0771
 NJ0771  HISTORY     - Date     Condition        Report By
 NJ0771  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0771  HISTORY     - 20041219 GOOD             GEOCAC
 NJ0771
 NJ0771                          STATION DESCRIPTION
 NJ0771
 NJ0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0771'STATION IS THE CENTER OF THE TOWER ON THE FIRST METHODIST
 NJ0771'EPISCOPAL CHURCH.  THE CHURCH IS A RED BRICK BUILDING WITH
 NJ0771'A SQUARE BRICK TOWER AT THE NW CORNER OVER THE MAIN ENTRANCE.
 NJ0771'THE TOWER HAS A BELFRY WITH TWO VERY TALL LOUVERED WINDOWS ON
 NJ0771'EACH SIDE.  THE TOWER HAS A SHORT OCTAGONAL BRICK SPIRE WITH
 NJ0771'A PYRAMIDAL STONE CAP AT EACH OF THE FOUR CORNERS.  THE WALL
 NJ0771'OF THE TOWER IS BUILT UP BETWEEN THE SPIRES AND HAS AN ORNATE
 NJ0771'STONE TRIANGLE AT THE TOP.  THE BUILDING WAS ERECTED IN 1895.
 NJ0771'THE TOWER IS NOT VERY PROMINENT.
 NJ0771'
 NJ0771'THE CHURCH IS AT THE SE CORNER OF 12TH STREET AND 8TH AVENUE.
 NJ0771
 NJ0771                          STATION RECOVERY (2004)
 NJ0771
 NJ0771'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 NJ0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0770 ***********************************************************************
 NJ0770  DESIGNATION -  MARION FIRST PRESB CH SPIRE
 NJ0770  PID         -  NJ0770
 NJ0770  STATE/COUNTY-  IA/LINN
 NJ0770  USGS QUAD   -  MARION (1994)
 NJ0770
 NJ0770                         *CURRENT SURVEY CONTROL
 NJ0770  ___________________________________________________________________
 NJ0770* NAD 83(1996)-  42 02 03.57517(N)    091 35 49.43637(W)     ADJUSTED  
 NJ0770* NAVD 88     -                                                        
 NJ0770  ___________________________________________________________________
 NJ0770  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 NJ0770  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 NJ0770
 NJ0770  HORZ ORDER  -  THIRD
 NJ0770
 NJ0770.The horizontal coordinates were established by classical geodetic methods
 NJ0770.and adjusted by the National Geodetic Survey in May 1999..
 NJ0770
 NJ0770
 NJ0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0770
 NJ0770.The geoid height was determined by GEOID03.
 NJ0770
 NJ0770;                    North         East     Units Scale Factor Converg.
 NJ0770;SPC IA N     - 1,061,124.621 1,657,562.442   MT  1.00000603   +1 17 22.9
 NJ0770;UTM  15      - 4,654,539.515   616,126.442   MT  0.99976593   +0 56 22.1
 NJ0770
 NJ0770                          SUPERSEDED SURVEY CONTROL
 NJ0770
 NJ0770  NAD 83(1986)-  42 02 03.57172(N)    091 35 49.44708(W) AD(       ) 4
 NJ0770  NAD 27      -  42 02 03.58000(N)    091 35 48.79000(W) AD(       ) 3
 NJ0770
 NJ0770.Superseded values are not recommended for survey control.
 NJ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0770.See file dsdata.txt to determine how the superseded data were derived.
 NJ0770
 NJ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1612654540(NAD 83)
 NJ0770_MARKER: 90 = CHURCH SPIRE
 NJ0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0770+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2004
 NJ0770
 NJ0770  HISTORY     - Date     Condition        Report By
 NJ0770  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0770  HISTORY     - 20041219 GOOD             GEOCAC
 NJ0770
 NJ0770                          STATION DESCRIPTION
 NJ0770
 NJ0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0770'STATION IS THE TIP OF THE SPIRE SURMOUNTING THE SQUARE STONE
 NJ0770'TOWER ON THE FIRST PRESBYTERIAN CHURCH.  THE CHURCH IS A WHITE
 NJ0770'STONE BUILDING WITH A SQUARE STONE TOWER AT THE SE CORNER OVER
 NJ0770'THE MAIN ENTRANCE.  THE SPIRE IS SQUARE AND IS COVERED WITH
 NJ0770'GRAY SLATE AND HAS AN ORNATE FINIAL AT ITS TIP.  THE BUILDING
 NJ0770'WAS ERECTED IN 1884.  THE SPIRE IS NOT VERY PROMINENT.
 NJ0770'
 NJ0770'THE CHURCH IS AT THE NW CORNER OF 12TH STREET AND 8TH AVENUE.
 NJ0770
 NJ0770                          STATION RECOVERY (2004)
 NJ0770
 NJ0770'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 NJ0770'SLATE ROOF NOW BROWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0768 ***********************************************************************
 NJ0768  DESIGNATION -  MARION ST JOSEPHS CATH CHURCH
 NJ0768  PID         -  NJ0768
 NJ0768  STATE/COUNTY-  IA/LINN
 NJ0768  USGS QUAD   -  MARION (1994)
 NJ0768
 NJ0768                         *CURRENT SURVEY CONTROL
 NJ0768  ___________________________________________________________________
 NJ0768* NAD 83(1996)-  42 01 52.91385(N)    091 35 58.53102(W)     ADJUSTED  
 NJ0768* NAVD 88     -                                                        
 NJ0768  ___________________________________________________________________
 NJ0768  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 NJ0768  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 NJ0768
 NJ0768  HORZ ORDER  -  THIRD
 NJ0768
 NJ0768.The horizontal coordinates were established by classical geodetic methods
 NJ0768.and adjusted by the National Geodetic Survey in May 1999..
 NJ0768
 NJ0768
 NJ0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0768
 NJ0768.The geoid height was determined by GEOID03.
 NJ0768
 NJ0768;                    North         East     Units Scale Factor Converg.
 NJ0768;SPC IA N     - 1,060,791.054 1,657,360.695   MT  1.00000660   +1 17 16.8
 NJ0768;UTM  15      - 4,654,207.267   615,922.709   MT  0.99976535   +0 56 15.8
 NJ0768
 NJ0768                          SUPERSEDED SURVEY CONTROL
 NJ0768
 NJ0768  NAD 83(1986)-  42 01 52.91048(N)    091 35 58.54170(W) AD(       ) 4
 NJ0768  NAD 27      -  42 01 52.92000(N)    091 35 57.89000(W) AD(       ) 3
 NJ0768
 NJ0768.Superseded values are not recommended for survey control.
 NJ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0768.See file dsdata.txt to determine how the superseded data were derived.
 NJ0768
 NJ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1592354207(NAD 83)
 NJ0768_MARKER: 90 = CHURCH SPIRE
 NJ0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0768+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2004
 NJ0768
 NJ0768  HISTORY     - Date     Condition        Report By
 NJ0768  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0768  HISTORY     - 20041219 GOOD             GEOCAC
 NJ0768
 NJ0768                          STATION DESCRIPTION
 NJ0768
 NJ0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0768'STATION IS THE BASE OF THE CROSS ON TOP OF THE SPIRE SURMOUNTING
 NJ0768'THE ST. JOSEPHS CATHOLIC CHURCH.  THE CHURCH IS A RED BRICK
 NJ0768'BUILDING WITH A RED BRICK BELFRY AT THE FRONT (N) CENTER OF
 NJ0768'THE BUILDING.  THE BELFRY HAS A DOUBLE LOUVERED WINDOW ON
 NJ0768'EACH SIDE.  THE BELFRY HAS BUTTRESS CORNERS WITH SHORT WHITE
 NJ0768'SPIRES ON TOP.  AN OCTAGONAL GRAY SHINGLED SPIRE SURMOUNTS THE
 NJ0768'BELFRY.  THE TOP OF THE SPIRE IS ABOUT 100 FEET ABOVE THE
 NJ0768'GROUND AND IS NOT VERY PROMINENT.  THE BUILDING WAS ERECTED IN
 NJ0768'1905.
 NJ0768'
 NJ0768'THE CHURCH IS AT THE SW CORNER OF 10TH STREET AND 5TH AVENUE.
 NJ0768
 NJ0768                          STATION RECOVERY (2004)
 NJ0768
 NJ0768'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 NJ0768'SHORT WHITE SPIRES AT CORNERS ARE GONE.  BUILDING NOW USED BY SPIRIT
 NJ0768'AND TRUTH FELLOWSHIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1187 ***********************************************************************
 MJ1187  DESIGNATION -  MARNE
 MJ1187  PID         -  MJ1187
 MJ1187  STATE/COUNTY-  IA/CASS
 MJ1187  USGS QUAD   -  ATLANTIC (1971)
 MJ1187
 MJ1187                         *CURRENT SURVEY CONTROL
 MJ1187  ___________________________________________________________________
 MJ1187* NAD 83(1996)-  41 29 54.81197(N)    095 07 10.53178(W)     ADJUSTED  
 MJ1187* NAVD 88     -       400.9    (meters)    1315.     (feet)  VERTCON   
 MJ1187  ___________________________________________________________________
 MJ1187  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 MJ1187  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MJ1187
 MJ1187  HORZ ORDER  -  SECOND
 MJ1187
 MJ1187.The horizontal coordinates were established by classical geodetic methods
 MJ1187.and adjusted by the National Geodetic Survey in May 1999..
 MJ1187
 MJ1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1187
 MJ1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1187
 MJ1187.The geoid height was determined by GEOID03.
 MJ1187
 MJ1187;                    North         East     Units Scale Factor Converg.
 MJ1187;SPC IA S     -   167,673.723   364,780.237   MT  0.99996184   -1 04 00.6
 MJ1187;UTM  15      - 4,596,273.057   323,084.047   MT  0.99998519   -1 24 17.3
 MJ1187
 MJ1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1187!SPC IA S     -   0.99994148  x   0.99996184  =   0.99990332
 MJ1187!UTM  15      -   0.99994148  x   0.99998519  =   0.99992667
 MJ1187
 MJ1187:                Primary Azimuth Mark                     Grid Az
 MJ1187:SPC IA S     -  ELK HORN MICROWAVE TOWER                 045 55 53.8
 MJ1187:UTM  15      -  ELK HORN MICROWAVE TOWER                 046 16 10.5
 MJ1187
 MJ1187|---------------------------------------------------------------------|
 MJ1187| PID    Reference Object                     Distance      Geod. Az  |
 MJ1187|                                                           dddmmss.s |
 MJ1187| MJ1163 ELK HORN MICROWAVE TOWER            APPROX. 7.3 KM 0445153.2 |
 MJ1187| CL7418 MARNE RM 2                           20.559 METERS 26707     |
 MJ1187| CL7417 MARNE RM 1                           22.299 METERS 34153     |
 MJ1187|---------------------------------------------------------------------|
 MJ1187
 MJ1187                          SUPERSEDED SURVEY CONTROL
 MJ1187
 MJ1187  NAD 83(1996)-  41 29 54.81177(N)    095 07 10.54439(W) AD(       ) 2
 MJ1187  NAD 83(1986)-  41 29 54.81148(N)    095 07 10.54534(W) AD(       ) 2
 MJ1187  NAD 27      -  41 29 54.84676(N)    095 07 09.57465(W) AD(       ) 2
 MJ1187  NGVD 29 (07/19/86)  400.8    (m)         1315.     (f) VERT ANG       
 MJ1187
 MJ1187.Superseded values are not recommended for survey control.
 MJ1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1187.See file dsdata.txt to determine how the superseded data were derived.
 MJ1187
 MJ1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF2308496273(NAD 83)
 MJ1187_MARKER: DD = SURVEY DISK
 MJ1187_SETTING: 0 = UNSPECIFIED SETTING
 MJ1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1187+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2004
 MJ1187
 MJ1187  HISTORY     - Date     Condition        Report By
 MJ1187  HISTORY     - 1968     MONUMENTED       USGS
 MJ1187  HISTORY     - 20041129 GOOD             SKW
 MJ1187
 MJ1187                          STATION DESCRIPTION
 MJ1187
 MJ1187'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1187'STATION IS LOCATED 3.4 MI N. OF MARNE, NEAR QUARTER COR. BETWEEN
 MJ1187'SECS. 4 AND 5, T. 77 N., R. 37 W., IN THE RIGHT-OF-WAY OF
 MJ1187'INTERSTATE HWY. 80 AND IN THE NW. ANGLE OF THE INTERCHANGE WITH
 MJ1187'COUNTY RD. M-56.
 MJ1187'
 MJ1187'TO REACH THE STATION FROM THE POST OFFICE IN MARNE, DRIVE
 MJ1187'N. ON CO. RD. M-56 FOR 0.1 MI TO A RIGHT-ANGLE CURVE LEFT, TURN
 MJ1187'LEFT AND CONTINUE ON M-56 W. FOR 0.25 MI TO A CURVE TO THE
 MJ1187'N., CONTINUE AROUND CURVE AND N. ON M-56 FOR 3.25 MI TO THE
 MJ1187'W. BOUND ENTRANCE TO I-80 AND STATION ON THE LEFT.
 MJ1187'
 MJ1187'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED
 MJ1187'MARNE 1968, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD,
 MJ1187'DRIVEN FLUSH WITH THE GROUND AND SET IN 6 IN. TILE FILLED
 MJ1187'WITH GRAVEL.
 MJ1187'
 MJ1187'STATION MARK IS 442 FT W. OF CENTER CO. RD. M-56, 155 FT
 MJ1187'N. OF THE CENTER OF THE W. BOUND ENTRANCE TO I-80, 22.3 FT
 MJ1187'E.-SE. OF A POWER LINE POLE AND 4.4 FT S. OF THE RIGHT-OF-WAY
 MJ1187'FENCE AND A METAL WITNESS POST.
 MJ1187'
 MJ1187'REFERENCE MARK 1 IS 73.16 FT (22.299 M.) E. OF STATION AND 1
 MJ1187'FT S. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1187'
 MJ1187'REFERENCE MARK 2 IS 67.45 FT (20.559 M.) W. OF STATION AND 1 FT
 MJ1187'S. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1187
 MJ1187                          STATION RECOVERY (2004)
 MJ1187
 MJ1187'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2004 (CMC)
 MJ1187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0820 ***********************************************************************
 ON0820  DESIGNATION -  MARQUETTE
 ON0820  PID         -  ON0820
 ON0820  STATE/COUNTY-  IA/CLAYTON
 ON0820  USGS QUAD   -  PRAIRIE DU CHIEN (1983)
 ON0820
 ON0820                         *CURRENT SURVEY CONTROL
 ON0820  ___________________________________________________________________
 ON0820* NAD 83(1996)-  43 03 54.97775(N)    091 11 20.21680(W)     ADJUSTED  
 ON0820* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 ON0820  ___________________________________________________________________
 ON0820  LAPLACE CORR-          -7.31  (seconds)                    DEFLEC99
 ON0820  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 ON0820
 ON0820  HORZ ORDER  -  THIRD
 ON0820
 ON0820.The horizontal coordinates were established by classical geodetic methods
 ON0820.and adjusted by the National Geodetic Survey in May 1999..
 ON0820
 ON0820.The orthometric height was scaled from a topographic map.
 ON0820
 ON0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0820
 ON0820.The geoid height was determined by GEOID03.
 ON0820
 ON0820;                    North         East     Units Scale Factor Converg.
 ON0820;SPC IA N     - 1,176,441.030 1,688,216.529   MT  0.99996941   +1 33 58.7
 ON0820;SPC WI S     -   119,031.795   503,162.780   MT  0.99994965   -0 49 01.0
 ON0820;SPC WI S     -   390,523.48  1,650,793.22   sFT  0.99994965   -0 49 01.0
 ON0820;UTM  15      - 4,769,654.775   647,461.124   MT  0.99986750   +1 14 12.7
 ON0820
 ON0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0820!SPC IA N     -   0.99995194  x   0.99996941  =   0.99992135
 ON0820!SPC WI S     -   0.99995194  x   0.99994965  =   0.99990159
 ON0820!UTM  15      -   0.99995194  x   0.99986750  =   0.99981945
 ON0820
 ON0820:                Primary Azimuth Mark                     Grid Az
 ON0820:SPC IA N     -  PRAIRIE DU CHIEN RAD WPRE MAST           099 08 12.1
 ON0820:SPC WI S     -  PRAIRIE DU CHIEN RAD WPRE MAST           101 31 11.8
 ON0820:UTM  15      -  PRAIRIE DU CHIEN RAD WPRE MAST           099 27 58.1
 ON0820
 ON0820|---------------------------------------------------------------------|
 ON0820| PID    Reference Object                     Distance      Geod. Az  |
 ON0820|                                                           dddmmss.s |
 ON0820| ON0824 PRAIRIE DU CHIEN RAD WPRE MAST      APPROX. 2.6 KM 1004210.8 |
 ON0820| ON0822 PRAIRIE DU CHIEN ST GABRIEL CH      APPROX. 3.6 KM 1022232.8 |
 ON0820| ON0825 PRAIRIE DU CHIEN BURGES CO STK      APPROX. 3.6 KM 1102113.4 |
 ON0820| ON0821 PRAIRIE DU CHIEN ST PETERS CH       APPROX. 4.1 KM 1151717.8 |
 ON0820| ON0819 PRAIRIE DU CHIEN CHAMP HS STK       APPROX. 5.3 KM 1292638.8 |
 ON0820| CI5930 MARQUETTE AZ MK                                    2490735.0 |
 ON0820| CI5931 MARQUETTE RM 1                                     27732     |
 ON0820| CI5932 MARQUETTE RM 2                       98.441 METERS 35327     |
 ON0820|---------------------------------------------------------------------|
 ON0820
 ON0820                          SUPERSEDED SURVEY CONTROL
 ON0820
 ON0820  NAD 83(1996)-  43 03 54.97775(N)    091 11 20.21680(W) AD(       ) 3
 ON0820  NAD 83(1996)-  43 03 54.97642(N)    091 11 20.21870(W) AD(       ) 3
 ON0820  NAD 83(1986)-  43 03 54.96983(N)    091 11 20.21879(W) AD(       ) 3
 ON0820  NAD 27      -  43 03 55.02870(N)    091 11 19.75020(W) AD(       ) 3
 ON0820
 ON0820.Superseded values are not recommended for survey control.
 ON0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0820.See file dsdata.txt to determine how the superseded data were derived.
 ON0820
 ON0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4746169655(NAD 83)
 ON0820_MARKER: DS = TRIANGULATION STATION DISK
 ON0820_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ON0820
 ON0820  HISTORY     - Date     Condition        Report By
 ON0820  HISTORY     - 1958     MONUMENTED       CGS
 ON0820
 ON0820                          STATION DESCRIPTION
 ON0820
 ON0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON0820'THE STATION IS ABOUT 1/2 MILE WEST OF THE MISSISSIPPI RIVER,
 ON0820'2 MILES WEST AND 1 MILE NORTH OF PRAIRIE DU CHIEN, WISCONSIN AND
 ON0820'ABOUT 2 MILES NORTH OF MARQUETTE, IOWA, IN A CULTIVATED FIELD
 ON0820'ABOUT 0.15 MILE SOUTHWEST OF A GATE INTO A STATE PARK ON
 ON0820'LAND OWNED BY MR. C. SCHAEFERS AND ABOUT 0.35 MILE EAST OF
 ON0820'HIS HOME.  IT IS 174 FEET SOUTH OF THE CENTERLINE OF A FIELD
 ON0820'ROAD, 323 FEET SOUTH OF THE SOUTH EDGE OF A WOODS AND IS ON THE
 ON0820'HIGHEST POINT IN THE PASTURE FIELD.  THE MONUMENT IS 18
 ON0820'INCHES UNDERGROUND AND THE DISK IS STAMPED MARQUETTE 1958.
 ON0820'
 ON0820'TO REACH THE STATION FROM THE NORTH SIDE OF THE RAILROAD DEPOT
 ON0820'IN MARQUETTE, IOWA, GO WEST AND NORTH ON A PAVED ROAD FOR 0.4 MILE
 ON0820'TO A SIDE ROAD AND A SMALL CONCRETE BRIDGE ON THE LEFT.  CONTINUE
 ON0820'ON THE PAVED ROAD, NORTHERLY FOR 0.7 MILE TO THE END OF THE
 ON0820'PAVEMENT.  CONTINUE NORTHERLY ON A GRAVELED ROAD FOR 1.2 MILES TO
 ON0820'A DRIVEWAY ON THE LEFT AND ONE ON THE RIGHT OF THE ROAD.  TURN
 ON0820'SHARP RIGHT AND GO EAST ON THE DRIVEWAY FOR 0.1 MILE TO A
 ON0820'WIRE GATE AT A BARN ON THE RIGHT AND A WINDMILL ON THE LEFT.
 ON0820'PASS THROUGH THE GATE AND CONTINUE EAST FOR 0.05 MILE TO THE
 ON0820'NORTHEAST CORNER OF A RED AND WHITE BARN AND THE AZIMUTH
 ON0820'MARK IS AT THE SOUTHEAST CORNER OF THE BARN.  KEEP LEFT AND
 ON0820'GO NORTHEAST ACROSS A CULTIVATED FIELD FOR 0.1 MILE TO A
 ON0820'WIRE GATE AND REFERENCE MARK 1 ON THE LEFT.  PASS THROUGH THE
 ON0820'WIRE GATE AND GO EAST ON A FIELD ROAD FOR 0.15 MILE.  TURN RIGHT
 ON0820'AND GO SOUTH UP HILL FOR 0.05 MILE TO THE HIGHEST POINT
 ON0820'AND THE STATION AS DESCRIBED.
 ON0820'
 ON0820'REFERENCE MARK 1 IS 8 FEET NORTH OF THE CENTERLINE OF THE
 ON0820'FIELD ROAD, 3 FEET NORTH OF A NORTH GATE POST AND 1 FOOT EAST
 ON0820'OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON0820'MARQUETTE NO 1 1958.
 ON0820'
 ON0820'REFERENCE MARK 2 IS 149 FEET NORTH OF THE CENTERLINE OF THE
 ON0820'FIELD ROAD, 52 FEET EAST OF A 12 INCH OAK TREE, 29 FEET SOUTHWEST
 ON0820'OF AN 8 INCH OAK TREE AND 6 INCHES SOUTH OF A WIRE FENCE.  THE
 ON0820'MONUMENT IS FLUSH AND THE DISK IS STAMPED MARQUETTE NO 2 1958.
 ON0820'
 ON0820'THE AZIMUTH MARK IS 1.5 FEET NORTHEAST OF THE SOUTHEAST CORNER
 ON0820'OF THE RED AND WHITE BARN AND 1 FOOT EAST OF THE EAST SIDE
 ON0820'OF THE BARN.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON0820'MARQUETTE 1958.
 ON0820'
 ON0820'NO MEASUREMENT WAS MADE FROM R.M. 1 TO R.M. 2.
 ON0820'
 ON0820'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0818 ***********************************************************************
 ON0818  DESIGNATION -  MARQUETTE RESET
 ON0818  PID         -  ON0818
 ON0818  STATE/COUNTY-  IA/CLAYTON
 ON0818  USGS QUAD   -  PRAIRIE DU CHIEN (1983)
 ON0818
 ON0818                         *CURRENT SURVEY CONTROL
 ON0818  ___________________________________________________________________
 ON0818* NAD 83(1996)-  43 03 47.41908(N)    091 12 45.69948(W)     ADJUSTED  
 ON0818* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 ON0818  ___________________________________________________________________
 ON0818  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 ON0818  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 ON0818
 ON0818  HORZ ORDER  -  THIRD
 ON0818
 ON0818.The horizontal coordinates were established by classical geodetic methods
 ON0818.and adjusted by the National Geodetic Survey in May 1999..
 ON0818
 ON0818.The orthometric height was scaled from a topographic map.
 ON0818
 ON0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0818
 ON0818.The geoid height was determined by GEOID03.
 ON0818
 ON0818;                    North         East     Units Scale Factor Converg.
 ON0818;SPC IA N     - 1,176,155.272 1,686,289.459   MT  0.99996916   +1 33 00.8
 ON0818;SPC WI S     -   118,826.425   501,225.531   MT  0.99994986   -0 49 59.7
 ON0818;SPC WI S     -   389,849.70  1,644,437.43   sFT  0.99994986   -0 49 59.7
 ON0818;UTM  15      - 4,769,380.133   645,532.645   MT  0.99986055   +1 13 14.1
 ON0818
 ON0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0818!SPC IA N     -   0.99995193  x   0.99996916  =   0.99992109
 ON0818!SPC WI S     -   0.99995193  x   0.99994986  =   0.99990179
 ON0818!UTM  15      -   0.99995193  x   0.99986055  =   0.99981248
 ON0818
 ON0818|---------------------------------------------------------------------|
 ON0818| PID    Reference Object                     Distance      Geod. Az  |
 ON0818|                                                           dddmmss.s |
 ON0818| CI5934 MARQUETTE RM 1                       18.184 METERS 16814     |
 ON0818| CI5936 MARQUETTE RM 3                       28.808 METERS 22035     |
 ON0818| CI5935 MARQUETTE RM 2                       16.330 METERS 25924     |
 ON0818| ON0835 MONONA ST PATRICKS CH SPIRE         APPROX.14.2 KM 2634958.9 |
 ON0818| CI5933 MARQUETTE AZ MK                                    2925827.4 |
 ON0818|---------------------------------------------------------------------|
 ON0818
 ON0818                          SUPERSEDED SURVEY CONTROL
 ON0818
 ON0818  NAD 83(1996)-  43 03 47.41904(N)    091 12 45.69936(W) AD(       ) 3
 ON0818  NAD 83(1996)-  43 03 47.41121(N)    091 12 45.69794(W) AD(       ) 3
 ON0818  NAD 83(1986)-  43 03 47.40976(N)    091 12 45.69938(W) AD(       ) 3
 ON0818  NAD 27      -  43 03 47.46830(N)    091 12 45.22860(W) AD(       ) 3
 ON0818
 ON0818.Superseded values are not recommended for survey control.
 ON0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0818.See file dsdata.txt to determine how the superseded data were derived.
 ON0818
 ON0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4553369380(NAD 83)
 ON0818_MARKER: DS = TRIANGULATION STATION DISK
 ON0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0818
 ON0818  HISTORY     - Date     Condition        Report By
 ON0818  HISTORY     - 1961     MONUMENTED       CGS
 ON0818  HISTORY     - 1969     GOOD             CGS
 ON0818
 ON0818                          STATION DESCRIPTION
 ON0818
 ON0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0818'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF MARQUETTE,
 ON0818'ABOUT 1-3/4 MILES WEST OF THE MISSISSIPPI RIVER, IN THE NW 1/4 OF
 ON0818'SEC. 8, T. 95 N., R. 3 W., AND ON THE ROAD RIGHT-OF-WAY.
 ON0818'IT IS 280 FEET WEST OF A T-ROAD INTERSECTION, 30 FEET NORTH
 ON0818'OF THE CENTERLINE OF A GRAVELED ROAD, 6 FEET WEST OF A POWER
 ON0818'POLE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE, 4 FEET SOUTHEAST
 ON0818'OF A WITNESS POST, AND 3 FEET SOUTH OF A WIRE FENCE.  THE
 ON0818'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED MARQUETTE
 ON0818'1961.
 ON0818'
 ON0818'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MARQUETTE,
 ON0818'GO NORTHWESTERLY FOR 0.75 MILE ON A PAVED ROAD TO THE END
 ON0818'OF THE PAVEMENT.  CONTINUE NORTHWESTERLY ON A GRAVELED ROAD FOR
 ON0818'2.05 MILES TO THE STATION ON THE RIGHT.
 ON0818'
 ON0818'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 ON0818'GRAVELED ROAD FOR 0.5 MILE TO A T-ROAD RIGHT.  TURN RIGHT
 ON0818'AND GO NORTH ON A GRAVELED ROAD FOR 0.15 MILE TO THE MARK ON
 ON0818'THE LEFT ON THE PROPERTY OF MR. HANK ERBE.
 ON0818'
 ON0818'REFERENCE MARK 1 IS 62 FEET SOUTH OF A WITNESS POST, 30
 ON0818'FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 7 FEET SOUTHEAST
 ON0818'OF A TELEPHONE POLE, AND 1 FOOT NORTH OF A WIRE FENCE.  THE
 ON0818'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED MARQUETTE NO 1
 ON0818'1961.
 ON0818'
 ON0818'REFERENCE MARK 2 IS 57 FEET WEST OF A WITNESS POST, 32 FEET NORTH
 ON0818'OF THE CENTERLINE OF A GRAVELED ROAD, AND 1 FEET SOUTH OF A
 ON0818'WIRE FENCE.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK
 ON0818'IS STAMPED MARQUETTE NO 2 1961.
 ON0818'
 ON0818'THE AZIMUTH MARK IS 103 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 ON0818'OF A HOUSE, 12 FEET WEST OF THE CENTERLINE OF A FARM ROAD, 1
 ON0818'FOOT NORTH OF A WITNESS POST, AND 6 INCHES EAST OF A FENCE.
 ON0818'THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED MARQUETTE
 ON0818'1961.
 ON0818'
 ON0818'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ON0818
 ON0818                          STATION RECOVERY (1969)
 ON0818
 ON0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ON0818'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 ON0818'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 ON0818'STATION SITE IS NOW IN A CULTIVATED FIELD AND THE PROPERTY
 ON0818'OWNER REQUESTED THAT THE STATION MARK BE LOWERED AND REFERENCE
 ON0818'MARK NO. 2 BE MOVED.  BOTH MARKS WERE CHANGED AS REQUESTED.
 ON0818'
 ON0818'REFERENCE MARK NO. 3 WAS SET AND THE STATION MARK WAS LOWERED
 ON0818'VERTICALLY.
 ON0818'
 ON0818'FOLLOWING IS A NEW DESCRIPTION.
 ON0818'
 ON0818'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MARQUETTE,
 ON0818'GO WEST ON A BLACKTOP ROAD AT NORTH SIDE OF TRACKS FOR 0.5
 ON0818'MILE TO A BRIDGE AND ROAD FORK.  KEEP RIGHT AND GO NORTHWEST
 ON0818'ON A BLACKTOP AND GRAVELED ROAD FOR 2.45 MILES TO THE STATION ON
 ON0818'THE RIGHT.
 ON0818'
 ON0818'STATION MARK, A STANDARD DISK STAMPED MARQUETTE 1961 1969, IS SET
 ON0818'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 2 FEET BELOW THE
 ON0818'SURFACE OF THE GROUND.  IT IS 105 FEET NORTH OF THE CENTER
 ON0818'OF NEW ROAD, 82.5 FEET NORTHWEST OF THE WEST END OF A CULVERT
 ON0818'UNDER FIELD ENTRANCE, AND 6 FEET WEST OF A POWERLINE POLE.
 ON0818'UNDERGROUND MARK, A STANDARD DISK STAMPED MARQUETTE 1961,
 ON0818'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 4.5 FEET
 ON0818'BELOW THE SURFACE OF THE GROUND.
 ON0818'
 ON0818'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MARQUETTE NO. 1
 ON0818'1961, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 ON0818'PROJECTS 1 INCH.  IT IS 55.5 FEET WEST OF THE WEST EDGE OF THE
 ON0818'CULVERT, 41 FEET NORTH OF THE CENTER OF THE ROAD, AND 1 FOOT
 ON0818'WEST OF A METAL WITNESS POST.
 ON0818'
 ON0818'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MARQUETTE 1961
 ON0818'NO. 3 1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 ON0818'PROJECTS 1 INCH.  IT IS 49 FEET NORTH OF THE CENTER OF THE
 ON0818'ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.
 ON0818'
 ON0818'AZIMUTH MARK, A STANDARD DISK STAMPED MARQUETTE 1961, IS SET IN
 ON0818'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 ON0818'IS 103 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 12 FEET
 ON0818'WEST OF THE CENTER OF A ROAD, 1 FOOT NORTH OF A METAL WITNESS
 ON0818'POST, AND 0.5 FEET EAST OF A FENCE.
 ON0818'
 ON0818'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 ON0818'GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 ON0818'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.15 MILE TO A HOUSE
 ON0818'ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.
 ON0818'
 ON0818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 ON0818'NW OF MARQUETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0102 ***********************************************************************
 NK0102  DESIGNATION -  MARSHALLTOWN
 NK0102  PID         -  NK0102
 NK0102  STATE/COUNTY-  IA/MARSHALL
 NK0102  USGS QUAD   -  MARSHALLTOWN (1980)
 NK0102
 NK0102                         *CURRENT SURVEY CONTROL
 NK0102  ___________________________________________________________________
 NK0102* NAD 83(1986)-  42 03 01.     (N)    092 54 45.     (W)     SCALED    
 NK0102* NAVD 88     -       286.025  (meters)     938.40   (feet)  ADJUSTED  
 NK0102  ___________________________________________________________________
 NK0102  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NK0102  DYNAMIC HT  -         285.919 (meters)     938.05  (feet)  COMP
 NK0102  MODELED GRAV-     980,243.4   (mgal)                       NAVD 88
 NK0102
 NK0102  VERT ORDER  -  FIRST     CLASS II
 NK0102
 NK0102.The horizontal coordinates were scaled from a topographic map and have
 NK0102.an estimated accuracy of +/- 6 seconds.
 NK0102
 NK0102.The orthometric height was determined by differential leveling
 NK0102.and adjusted by the National Geodetic Survey in June 1991..
 NK0102
 NK0102.Photographs are available for this station.
 NK0102
 NK0102.The geoid height was determined by GEOID03.
 NK0102
 NK0102.The dynamic height is computed by dividing the NAVD 88
 NK0102.geopotential number by the normal gravity value computed on the
 NK0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0102.degrees latitude (g = 980.6199 gals.).
 NK0102
 NK0102.The modeled gravity was interpolated from observed gravity values.
 NK0102
 NK0102;                    North         East    Units  Estimated Accuracy
 NK0102;SPC IA N     - 1,061,290.    1,548,640.      MT  (+/- 180 meters Scaled)
 NK0102
 NK0102                          SUPERSEDED SURVEY CONTROL
 NK0102
 NK0102  NGVD 29 (??/??/92)  286.008  (m)          938.34   (f) ADJ UNCH    1 2
 NK0102
 NK0102.Superseded values are not recommended for survey control.
 NK0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0102.See file dsdata.txt to determine how the superseded data were derived.
 NK0102
 NK0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG072553(NAD 83)
 NK0102_MARKER: DB = BENCH MARK DISK
 NK0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0102_STAMPING: MARSHALLTOWN 1933
 NK0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0102+STABILITY: SURFACE MOTION
 NK0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NK0102+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2002
 NK0102
 NK0102  HISTORY     - Date     Condition        Report By
 NK0102  HISTORY     - 1933     MONUMENTED       CGS
 NK0102  HISTORY     - 1934     GOOD             NGS
 NK0102  HISTORY     - 1970     GOOD             IAHD
 NK0102  HISTORY     - 20020811 GOOD             INDIV
 NK0102
 NK0102                          STATION DESCRIPTION
 NK0102
 NK0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0102'AT MARSHALLTOWN.
 NK0102'AT MARSHALLTOWN, MARSHALL COUNTY, ON CENTER STREET, AT THE CITY
 NK0102'HALL, 40 FEET WEST OF THE CENTERLINE OF CENTER STREET, 13.7 FEET
 NK0102'NORTH OF THE CENTERLINE OF THE EAST ENTRANCE TO THE CITY HALL,
 NK0102'AND 4.3 FEET WEST OF THE WEST EDGE OF A SIDEWALK.  A STANDARD
 NK0102'DISK, STAMPED MARSHALLTOWN 1933 AND SET IN THE TOP OF A CONCRETE
 NK0102'POST.
 NK0102
 NK0102                          STATION RECOVERY (1970)
 NK0102
 NK0102'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1970
 NK0102'RECOVERED IN GOOD CONDITION.
 NK0102
 NK0102                          STATION RECOVERY (2002)
 NK0102
 NK0102'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SAM)
 NK0102'STANDING 10 FEET TO THE EAST OF THE BENCHMARK, I USED A HANDHELD GPS
 NK0102'RECEIVER WITH A 5 MINUTE AVERAGE AND GOT THE FOLLOWING COORDINATES
 NK0102'42 DEGREES 03.002 MINUTES NORTH,  92 DEGREES, 54.779 MINUTES WEST
 NK0102'(WGS-84).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0773 ***********************************************************************
 NK0773  DESIGNATION -  MARSHPORT
 NK0773  PID         -  NK0773
 NK0773  STATE/COUNTY-  IA/MARSHALL
 NK0773  USGS QUAD   -  MARSHALLTOWN (1980)
 NK0773
 NK0773                         *CURRENT SURVEY CONTROL
 NK0773  ___________________________________________________________________
 NK0773* NAD 83(1996)-  42 06 39.16705(N)    092 54 50.62707(W)     ADJUSTED  
 NK0773* NAVD 88     -       295.5    (meters)     969.     (feet)  VERTCON   
 NK0773  ___________________________________________________________________
 NK0773  X           -    -240,918.821 (meters)                     COMP
 NK0773  Y           -  -4,732,817.062 (meters)                     COMP
 NK0773  Z           -   4,254,925.313 (meters)                     COMP
 NK0773  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 NK0773  ELLIP HEIGHT-         263.90  (meters)          (05/06/99) GPS OBS
 NK0773  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 NK0773
 NK0773  HORZ ORDER  -  THIRD
 NK0773  ELLP ORDER  -  FOURTH    CLASS I
 NK0773
 NK0773.This mark is at Marshalltown Municipal Airport (MIW)
 NK0773
 NK0773.The horizontal coordinates were established by GPS observations
 NK0773.and adjusted by the National Geodetic Survey in May 1999..
 NK0773
 NK0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0773
 NK0773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0773
 NK0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0773
 NK0773.The ellipsoidal height was determined by GPS observations
 NK0773.and is referenced to NAD 83.
 NK0773
 NK0773.The geoid height was determined by GEOID03.
 NK0773
 NK0773;                    North         East     Units Scale Factor Converg.
 NK0773;SPC IA N     - 1,068,022.279 1,548,460.191   MT  0.99999227   +0 23 49.6
 NK0773;UTM  15      - 4,662,090.767   507,104.723   MT  0.99960062   +0 03 27.5
 NK0773
 NK0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0773!SPC IA N     -   0.99995861  x   0.99999227  =   0.99995088
 NK0773!UTM  15      -   0.99995861  x   0.99960062  =   0.99955925
 NK0773
 NK0773:                Primary Azimuth Mark                     Grid Az
 NK0773:SPC IA N     -  MARSHPORT AZ MK                          125 40 21.8
 NK0773:UTM  15      -  MARSHPORT AZ MK                          126 00 43.9
 NK0773
 NK0773|---------------------------------------------------------------------|
 NK0773| PID    Reference Object                     Distance      Geod. Az  |
 NK0773|                                                           dddmmss.s |
 NK0773| NK0774 MARSHPORT AZ MK                     458.951 METERS 1260411.4 |
 NK0773|---------------------------------------------------------------------|
 NK0773
 NK0773                          SUPERSEDED SURVEY CONTROL
 NK0773
 NK0773  NAD 83(1986)-  42 06 39.17140(N)    092 54 50.62709(W) AD(       ) 3
 NK0773  NGVD 29 (07/09/90)  295.5    (m)          969.     (f) GPS OBS        
 NK0773
 NK0773.Superseded values are not recommended for survey control.
 NK0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0773.See file dsdata.txt to determine how the superseded data were derived.
 NK0773
 NK0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG0710562091(NAD 83)
 NK0773_MARKER: I = METAL ROD
 NK0773_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NK0773_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NK0773_STAMPING: MARSHPORT 1989
 NK0773_MARK LOGO: NGS   
 NK0773_PROJECTION: FLUSH
 NK0773_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0773+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NK0773_ROD/PIPE-DEPTH: 6.0  meters
 NK0773_SLEEVE-DEPTH  : 0.91 meters
 NK0773
 NK0773  HISTORY     - Date     Condition        Report By
 NK0773  HISTORY     - 1989     MONUMENTED       NGS
 NK0773
 NK0773                          STATION DESCRIPTION
 NK0773
 NK0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NK0773'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTH OF MARSHALLTOWN,
 NK0773'AT THE MARSHALLTOWN MUNICIPAL AIRPORT AND AT THE JUNCTION OF RUNWAY
 NK0773'12-30 AND THE ENTRANCE RAMP.  OWNERSHIP--CITY OF MARSHALLTOWN,
 NK0773'MARSHALLTOWN, IA 50158, PHONE (515) 752-0012.  THE AIRPORT MANAGER IS
 NK0773'BILL SMOTHERS.
 NK0773'TO REACH THE STATION FROM THE NORTH END OF THE STATE HIGHWAY 14 BRIDGE
 NK0773'OVER THE IOWA RIVER ON THE NORTH SIDE OF MARSHALLTOWN, GO NORTH ON
 NK0773'STATE HIGHWAY 14 FOR 4.65 KM (2.90 MI) TO THE JUNCTION OF 170TH STREET
 NK0773'ON THE LEFT.  TURN LEFT, WEST, ON 170TH STREET FOR 1.05 KM (0.65 MI)
 NK0773'TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, FOR 0.2
 NK0773'KM (0.10 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT,
 NK0773'EAST-NORTHEAST, AROUND THE HANGARS ONTO THE APRON, THEN BEAR RIGHT
 NK0773'ONTO THE ENTRANCE RAMP TO THE JUNCTION OF RUNWAY 12-30 AND THE STATION
 NK0773'ON THE RIGHT.
 NK0773'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NK0773'INTO THE GROUND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.  LOCATED
 NK0773'43.6 M (143.0 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY, 12.8 M
 NK0773'(42.0 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE RAMP AND PAINTED
 NK0773'STOP LINE AND 4.0 M (13.1 FT) NORTHEAST OF A FIBERGLASS WITNESS POST
 NK0773'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOG CAP.
 NK0773'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0774 ***********************************************************************
 NK0774  DESIGNATION -  MARSHPORT AZ MK
 NK0774  PID         -  NK0774
 NK0774  STATE/COUNTY-  IA/MARSHALL
 NK0774  USGS QUAD   -  MARSHALLTOWN (1980)
 NK0774
 NK0774                         *CURRENT SURVEY CONTROL
 NK0774  ___________________________________________________________________
 NK0774* NAD 83(1996)-  42 06 30.40888(N)    092 54 34.48036(W)     ADJUSTED  
 NK0774* NAVD 88     -       295.2    (meters)     969.     (feet)  VERTCON   
 NK0774  ___________________________________________________________________
 NK0774  X           -    -240,557.513 (meters)                     COMP
 NK0774  Y           -  -4,733,016.631 (meters)                     COMP
 NK0774  Z           -   4,254,724.606 (meters)                     COMP
 NK0774  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 NK0774  ELLIP HEIGHT-         263.56  (meters)          (05/06/99) GPS OBS
 NK0774  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 NK0774
 NK0774  HORZ ORDER  -  THIRD
 NK0774  ELLP ORDER  -  FOURTH    CLASS I
 NK0774
 NK0774.This mark is at Marshalltown Municipal Airport (MIW)
 NK0774
 NK0774.The horizontal coordinates were established by GPS observations
 NK0774.and adjusted by the National Geodetic Survey in May 1999..
 NK0774
 NK0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0774
 NK0774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0774
 NK0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0774
 NK0774.The ellipsoidal height was determined by GPS observations
 NK0774.and is referenced to NAD 83.
 NK0774
 NK0774.The geoid height was determined by GEOID03.
 NK0774
 NK0774;                    North         East     Units Scale Factor Converg.
 NK0774;SPC IA N     - 1,067,754.642 1,548,833.023   MT  0.99999268   +0 24 00.6
 NK0774;UTM  15      - 4,661,821.031   507,475.817   MT  0.99960069   +0 03 38.3
 NK0774
 NK0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0774!SPC IA N     -   0.99995867  x   0.99999268  =   0.99995135
 NK0774!UTM  15      -   0.99995867  x   0.99960069  =   0.99955937
 NK0774
 NK0774:                Primary Azimuth Mark                     Grid Az
 NK0774:SPC IA N     -  MARSHPORT                                305 40 21.7
 NK0774:UTM  15      -  MARSHPORT                                306 00 44.0
 NK0774
 NK0774|---------------------------------------------------------------------|
 NK0774| PID    Reference Object                     Distance      Geod. Az  |
 NK0774|                                                           dddmmss.s |
 NK0774| NK0773 MARSHPORT                           458.951 METERS 3060422.3 |
 NK0774|---------------------------------------------------------------------|
 NK0774
 NK0774                          SUPERSEDED SURVEY CONTROL
 NK0774
 NK0774  NAD 83(1986)-  42 06 30.41323(N)    092 54 34.48052(W) AD(       ) 3
 NK0774  NGVD 29 (07/09/90)  295.2    (m)          969.     (f) GPS OBS        
 NK0774
 NK0774.Superseded values are not recommended for survey control.
 NK0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0774.See file dsdata.txt to determine how the superseded data were derived.
 NK0774
 NK0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG0747661821(NAD 83)
 NK0774_MARKER: I = METAL ROD
 NK0774_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NK0774_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NK0774_STAMPING: MARSHPORT AZ MK 1989
 NK0774_MARK LOGO: NGS   
 NK0774_PROJECTION: FLUSH
 NK0774_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0774+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NK0774_ROD/PIPE-DEPTH: 6.2  meters
 NK0774_SLEEVE-DEPTH  : 0.91 meters
 NK0774
 NK0774  HISTORY     - Date     Condition        Report By
 NK0774  HISTORY     - 1989     MONUMENTED       NGS
 NK0774
 NK0774                          STATION DESCRIPTION
 NK0774
 NK0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NK0774'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTH OF MARSHALLTOWN,
 NK0774'AT THE MARSHALLTOWN MUNICIPAL AIRPORT AND AT THE SOUTH CORNER OF THE
 NK0774'TURN-AROUND OF RUNWAY 30.  OWNERSHIP--CITY OF MARSHALLTOWN,
 NK0774'MARSHALLTOWN, IA 50158, PHONE (515) 752-0012.  THE AIRPORT MANAGER IS
 NK0774'BILL SMOTHERS.
 NK0774'TO REACH THE STATION FROM THE NORTH END OF THE STATE HIGHWAY 14 BRIDGE
 NK0774'OVER THE IOWA RIVER ON THE NORTH SIDE OF MARSHALLTOWN, GO NORTH ON
 NK0774'STATE HIGHWAY 14 FOR 4.65 KM (2.90 MI) TO THE JUNCTION OF 170TH STREET
 NK0774'ON THE LEFT.  TURN LEFT, WEST, ON 170TH STREET FOR 1.05 KM (0.65 MI)
 NK0774'TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, FOR 0.2
 NK0774'KM (0.10 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT,
 NK0774'EAST-NORTHEAST, AROUND THE HANGARS ONTO THE APRON, THEN BEAR RIGHT
 NK0774'ONTO THE ENTRANCE RAMP TO THE JUNCTION OF RUNWAY 12-30.  TURN RIGHT
 NK0774'ONTO THE RUNWAY FOR 0.5 KM (0.30 MI) TO THE STATION ON THE RIGHT.
 NK0774'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NK0774'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 NK0774'LOCATED AT THE SOUTH CORNER OF THE TURN-AROUND, 37.95 M (124.5 FT)
 NK0774'SOUTHWEST OF THE CENTER OF THE RUNWAY, 7.9 M (25.9 FT) WEST OF THE
 NK0774'SOUTH APPROACH STROBE LIGHT, 7.9 M (25.9 FT) WEST OF A FIBERGLASS
 NK0774'WITNESS POST, AND O.8 M SOUTH OF THE SOUTH CORNER OF THE TURN-AROUND.
 NK0774'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NK0774'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0647 ***********************************************************************
 NK0647  DESIGNATION -  MARTIN
 NK0647  PID         -  NK0647
 NK0647  STATE/COUNTY-  IA/BUTLER
 NK0647  USGS QUAD   -  COSTER (1971)
 NK0647
 NK0647                         *CURRENT SURVEY CONTROL
 NK0647  ___________________________________________________________________
 NK0647* NAD 83(1996)-  42 44 44.88717(N)    092 40 22.41483(W)     ADJUSTED  
 NK0647* NAVD 88     -       313.9    (meters)    1030.     (feet)  VERTCON   
 NK0647  ___________________________________________________________________
 NK0647  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 NK0647  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 NK0647
 NK0647  HORZ ORDER  -  FIRST
 NK0647
 NK0647.The horizontal coordinates were established by classical geodetic methods
 NK0647.and adjusted by the National Geodetic Survey in May 1999..
 NK0647
 NK0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0647
 NK0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0647
 NK0647.The geoid height was determined by GEOID03.
 NK0647
 NK0647;                    North         East     Units Scale Factor Converg.
 NK0647;SPC IA N     - 1,138,710.903 1,567,715.742   MT  0.99994630   +0 33 38.0
 NK0647;UTM  15      - 4,732,639.039   526,771.608   MT  0.99960882   +0 13 19.3
 NK0647
 NK0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0647!SPC IA N     -   0.99995574  x   0.99994630  =   0.99990205
 NK0647!UTM  15      -   0.99995574  x   0.99960882  =   0.99956458
 NK0647
 NK0647:                Primary Azimuth Mark                     Grid Az
 NK0647:SPC IA N     -  CLARKSVILLE CITY WATER TANK              003 45 14.3
 NK0647:UTM  15      -  CLARKSVILLE CITY WATER TANK              004 05 33.0
 NK0647
 NK0647|---------------------------------------------------------------------|
 NK0647| PID    Reference Object                     Distance      Geod. Az  |
 NK0647|                                                           dddmmss.s |
 NK0647| NK0627 CLARKSVILLE CITY WATER TANK         APPROX. 4.3 KM 0041852.3 |
 NK0647| CI5942 MARTIN RM 1                          25.885 METERS 04447     |
 NK0647| NK0639 REBAR 1112                          APPROX.10.4 KM 0993940.3 |
 NK0647| CI5941 MARTIN AZ MK                                       1161658.4 |
 NK0647| NK0636 SHELL ROCK MUNICIPAL TANK           APPROX. 8.3 KM 1174456.8 |
 NK0647| CI5943 MARTIN RM 2                          28.843 METERS 13947     |
 NK0647| NK0664 ALLISON COURTHOUSE SMALL DOME       APPROX.10.1 KM 2764817.0 |
 NK0647| NK0662 ALLISON MUNICIPAL TANK              APPROX.10.1 KM 2765259.4 |
 NK0647|---------------------------------------------------------------------|
 NK0647
 NK0647                          SUPERSEDED SURVEY CONTROL
 NK0647
 NK0647  NAD 83(1996)-  42 44 44.88719(N)    092 40 22.41502(W) AD(       ) 1
 NK0647  NAD 83(1986)-  42 44 44.88208(N)    092 40 22.41030(W) AD(       ) 1
 NK0647  NAD 27      -  42 44 44.95600(N)    092 40 21.72100(W) AD(       ) 1
 NK0647  NGVD 29 (07/19/86)  313.9    (m)         1030.     (f) VERT ANG       
 NK0647
 NK0647.Superseded values are not recommended for survey control.
 NK0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0647.See file dsdata.txt to determine how the superseded data were derived.
 NK0647
 NK0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2677232639(NAD 83)
 NK0647_MARKER: DS = TRIANGULATION STATION DISK
 NK0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0647
 NK0647  HISTORY     - Date     Condition        Report By
 NK0647  HISTORY     - 1938     MONUMENTED       CGS
 NK0647  HISTORY     - 1970     GOOD             NGS
 NK0647  HISTORY     - 1970     GOOD             NGS
 NK0647
 NK0647                          STATION DESCRIPTION
 NK0647
 NK0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0647'STATION IS LOCATED ABOUT 2-1/2 MILES S OF CLARKSVILLE, ABOUT
 NK0647'6-1/2 MILES E OF ALLISON AND ABOUT 5 MILES NW OF SHELL ROCK
 NK0647'IN THE SE QUARTER OF SEC. 25, T 92 N, R 16 W ON LAND OWNED
 NK0647'AND OCCUPIED BY JOHN J. MARTIN.
 NK0647'
 NK0647'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0647'BRONZE DISKS SET IN CONCRETE.
 NK0647'
 NK0647'MARK IS IA SET FLUSH WITH GROUND, 0.05 MILE N OF IOWA 10
 NK0647'PAVED, 1 FOOT W OF N-S FENCE, 31 FEET W OF CENTER LINE OF
 NK0647'GRAVELED N-S ROAD.
 NK0647'
 NK0647'REACHED FROM ALLISON, GO E ON IOWA 10 FROM WHERE IOWA 14
 NK0647'GOES S, FOR 6 MILES TO CROSS ROAD, THENCE N 0.05 MILE ON
 NK0647'GRAVEL TO STATION ON LEFT, W.
 NK0647'
 NK0647'REFERENCE MARK NO. IS NE OF STATION ACROSS GRAVEL ROAD, 1
 NK0647'FOOT E OF N-S FENCE LINE, FLUSH WITH GROUND.
 NK0647'DISTANCE = 84.90 FEET.  REFERENCE MARK NO. 2 IS SE OF STATION
 NK0647'ACROSS GRAVELED ROAD, 1 FOOT E OF FENCE LINE,
 NK0647'FLUSH WITH GROUND.  DISTANCE = 94.70 FEET.
 NK0647'
 NK0647'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SE OF STATION,
 NK0647'PROJECTS 6 INCHES, SET 31 FEET S OF CENTER LINE, OF
 NK0647'IOWA 10, 36-1/2 FEET E OF HIGH-LINE POLE.
 NK0647'
 NK0647'FROM STATION GO S 0.05 MILE TO IOWA 10 PAVED, THENCE E 0.25
 NK0647'MILE TO MARK ON RIGHT, S.
 NK0647
 NK0647                          STATION RECOVERY (1970)
 NK0647
 NK0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NK0647'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 NK0647'NO. 2 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 NK0647'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND ALL
 NK0647'INDICATION FROM OLD TIES SHOW THE MARK WAS DESTROYED BY ROAD
 NK0647'CONSTRUCTION.  AT THE TIME OF THE RECOVERY NO OBJECTS WERE
 NK0647'VISIBLE AT THE STATION SITE SO A NEW AZIMUTH MARK WAS NOT SET.
 NK0647'
 NK0647'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 NK0647'
 NK0647'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NK0647'3 AND 14, WHERE STATE HIGHWAY 14 TURNS SOUTH AT ALLISON, GO EAST
 NK0647'ON STATE HIGHWAY 3 FOR 6.15 MILES TO A CROSSROAD.  TURN LEFT
 NK0647'AND GO NORTH ON A GRAVELED ROAD FOR 0.05 MILE TO THE STATION
 NK0647'ON THE LEFT.
 NK0647'
 NK0647'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 NK0647'EAST OF ALLISON.
 NK0647
 NK0647                          STATION RECOVERY (1970)
 NK0647
 NK0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JEK)
 NK0647'STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE FOUND
 NK0647'IN GOOD CONDITION AS DESCRIBED.  AZIMUTH MARK SEARCHED FOR
 NK0647'BUT PRESUME IT HAS BEEN DESTROYED WHEN HWY. WAS WIDENED.
 NK0647'
 NK0647'DISTANCE TO R.M. 1 MISSED 0.03 FT, TO R.M. 2 MISSED 0.07 FT.
 NK0647'
 NK0647'DIRECTION TO R.M. 1 MISSED -385.84 SECONDS.  TO R.M. 2 MISSED
 NK0647'+184.21 SECONDS.
 NK0647'
 NK0647'THE OLD DESCRIPTION WAS ADEQUATE.
 NK0647'
 NK0647'HEIGHT OF INSTRUMENT 4.56 FT.  STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0902 ***********************************************************************
 MG0902  DESIGNATION -  MARTIN
 MG0902  PID         -  MG0902
 MG0902  STATE/COUNTY-  IA/IOWA
 MG0902  USGS QUAD   -  HOLBROOK (1973)
 MG0902
 MG0902                         *CURRENT SURVEY CONTROL
 MG0902  ___________________________________________________________________
 MG0902* NAD 83(1996)-  41 33 10.27735(N)    091 54 54.17036(W)     ADJUSTED  
 MG0902* NAVD 88     -       249.5    (meters)     819.     (feet)  VERTCON   
 MG0902  ___________________________________________________________________
 MG0902  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 MG0902  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MG0902
 MG0902  HORZ ORDER  -  FIRST
 MG0902
 MG0902.The horizontal coordinates were established by classical geodetic methods
 MG0902.and adjusted by the National Geodetic Survey in May 1999..
 MG0902
 MG0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0902
 MG0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0902
 MG0902.The geoid height was determined by GEOID03.
 MG0902
 MG0902;                    North         East     Units Scale Factor Converg.
 MG0902;SPC IA S     -   173,649.563   632,218.165   MT  0.99996720   +1 02 38.4
 MG0902;UTM  15      - 4,600,700.419   590,480.151   MT  0.99970075   +0 43 11.0
 MG0902
 MG0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0902!SPC IA S     -   0.99996597  x   0.99996720  =   0.99993317
 MG0902!UTM  15      -   0.99996597  x   0.99970075  =   0.99966673
 MG0902
 MG0902:                Primary Azimuth Mark                     Grid Az
 MG0902:SPC IA S     -  MARTIN AZ MK                             001 29 38.4
 MG0902:UTM  15      -  MARTIN AZ MK                             001 49 05.8
 MG0902
 MG0902|---------------------------------------------------------------------|
 MG0902| PID    Reference Object                     Distance      Geod. Az  |
 MG0902|                                                           dddmmss.s |
 MG0902| CL9855 MARTIN AZ MK                                       0023216.8 |
 MG0902| CL9856 MARTIN RM 1                          32.967 METERS 04307     |
 MG0902| MG0900 NAIL IN STAKE 2                     APPROX. 7.1 KM 0851242.7 |
 MG0902| MG0853 WELLMAN MUNICIPAL TANK              APPROX.11.3 KM 1443654.8 |
 MG0902| CL9857 MARTIN RM 2                          39.861 METERS 14620     |
 MG0902|---------------------------------------------------------------------|
 MG0902
 MG0902                          SUPERSEDED SURVEY CONTROL
 MG0902
 MG0902  NAD 83(1986)-  41 33 10.27990(N)    091 54 54.18002(W) AD(       ) 1
 MG0902  NAD 27      -  41 33 10.24130(N)    091 54 53.55650(W) AD(       ) 1
 MG0902  NGVD 29 (07/19/86)  249.5    (m)          819.     (f) VERT ANG       
 MG0902
 MG0902.Superseded values are not recommended for survey control.
 MG0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0902.See file dsdata.txt to determine how the superseded data were derived.
 MG0902
 MG0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG9048000700(NAD 83)
 MG0902_MARKER: DS = TRIANGULATION STATION DISK
 MG0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0902_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MG0902_STAMPING: MARTIN 1934
 MG0902_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MG0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0902+STABILITY: SURFACE MOTION
 MG0902
 MG0902  HISTORY     - Date     Condition        Report By
 MG0902  HISTORY     - 1934     MONUMENTED       CGS
 MG0902  HISTORY     - 1968     GOOD             LOCENG
 MG0902  HISTORY     - 1968     GOOD             USGS
 MG0902  HISTORY     - 1969     GOOD             CGS
 MG0902  HISTORY     - 1969     GOOD             USGS
 MG0902  HISTORY     - 19940511 GOOD             USGS
 MG0902
 MG0902                          STATION DESCRIPTION
 MG0902
 MG0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0902'STATION IS ABOUT 5 MILES SE OF PARNELL, ABOUT 8-1/2 MILES
 MG0902'NE OF NORTH ENGLISH, IN THE NW 1/4 SEC. 29, T 78 N, R 9 W,
 MG0902'ON LAND OWNED AND OCCUPIED BY EARNEST MARTIN.  THE MARK IS SET
 MG0902'ON THE N EDGE OF A SMALL PASTURE, ABOUT 0.1 MILE S OF SCHOOLHOUSE
 MG0902'AND CROSSROADS, ABOUT 100 YARDS N OF MR. MARTINS HOUSE.  IT
 MG0902'IS 1 FOOT S OF FENCE LINE, 33 FEET W OF N-S FENCE LINE, 55 FEET
 MG0902'W OF THE CENTER OF THE ROAD AND PROJECTS 5 INCHES.
 MG0902'
 MG0902'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MG0902'BRONZE DISKS SET IN CONCRETE.
 MG0902'
 MG0902'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE E EDGE OF
 MG0902'THE RIGHT-OF-WAY, 18 FEET E OF THE CENTER OF THE ROAD, 1 FOOT
 MG0902'W OF THE FENCE LINE AND PROJECTS 6 INCHES.
 MG0902'
 MG0902'REFERENCE MARK NO. 2 IS SE OF THE STATION ON THE E EDGE OF
 MG0902'THE RIGHT-OF-WAY, 1 FOOT W OF THE FENCE LINE, 18-1/2 FEET E
 MG0902'OF THE CENTER OF THE ROAD AND PROJECTS 6 INCHES.
 MG0902'
 MG0902'AZIMUTH MARK IS NNE OF THE STATION ON THE E EDGE OF THE
 MG0902'RIGHT-OF-WAY ABOUT 0.3 MILE N OF SCHOOLHOUSE AND CROSSROADS, 18
 MG0902'FEET E OF THE CENTER OF THE ROAD, 1 FOOT W OF THE FENCE LINE
 MG0902'AND PROJECTS 6 INCHES.
 MG0902'
 MG0902'TO REACH FROM PARNELL GO E ON IOWA COUNTY ROUTE A 1.75 MILES
 MG0902'TO T-ROAD.  GO S 1.25 MILES TO CROSSROADS.  HERE GO E 1.0
 MG0902'MILE TO CROSS ROAD.  GO S FOR 0.5 MILE TO SIDE ROAD TO E.
 MG0902'GO E 1.7 MILES TO A SIDE ROAD LEADING S.  GO S 0.7 MILE TO
 MG0902'THE STATION ON THE W SIDE OF THE ROAD.
 MG0902'
 MG0902'ALL LIGHTS COME INTO VIEW AT 74 FEET.
 MG0902
 MG0902                          STATION RECOVERY (1968)
 MG0902
 MG0902'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (AS)
 MG0902'RECOVERED BY MT PROSPECT IL
 MG0902'
 MG0902'STATION, REFERENCE MARK 1 AND 2 RECOVERED IN GOOD CONDITION
 MG0902'AS DESCRIBED.  AZIMUTH MARK WAS FOUND UPROOTED AND LAYING
 MG0902'ON THE GROUND - NO INTERSECTION STATIONS VISIBLE, FOR USE
 MG0902'AS AZIMUTH MARK.
 MG0902'
 MG0902'ANGLE BETWEEN REFERENCE MARKS 1 AND 2 DID NOT CHECK (TRAVERSE
 MG0902'RUN THRU THE STATION INDICATES THAT R.M. 2 IS PROBABLY CORRECT
 MG0902'AND R.M. 1 IS IN ERROR)
 MG0902
 MG0902                          STATION RECOVERY (1968)
 MG0902
 MG0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0902'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 MG0902'CONDITION AND AS DESCRIBED.  THE AZIMUTH MARK HAD BEEN DISTURBED
 MG0902'AND WAS FOUND LYING BESIDE THE ROAD.  AN AZIMUTH TIE COULD NOT
 MG0902'BE MADE FROM GROUND LEVEL AND AN ASTRONOMIC OBSERVATION
 MG0902'FOR AZIMUTH WAS MADE.
 MG0902
 MG0902                          STATION RECOVERY (1969)
 MG0902
 MG0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MG0902'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 MG0902'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS RECOVERED
 MG0902'BUT HAD BEEN HIT AND CONCRETE POST WAS CHIPPED ON ONE SIDE.
 MG0902'THE AZIMUTH MARK WAS FOUND DISPLACED AND THE DISK WAS RECOVERED.
 MG0902'NO OBJECTS VISIBLE AT STATION SO A NEW AZIMUTH MARK WAS NOT
 MG0902'SET.  THE DISTANCE TO THE REFERENCE MARK CHECKED AND THE
 MG0902'ANGLE BETWEEN THE REFERENCE MARKS MISS BY 2 MINUTES 25 SECONDS.
 MG0902'
 MG0902'FOLLOWING IS A NEW DESCRIPTION.
 MG0902'
 MG0902'TO REACH THE STATION FROM PARNELL, GO EAST ON COUNTY ROUTE
 MG0902'A FOR 1.9 MILES TO A T-ROAD.  TURN RIGHT AND GO SOUTH ON A
 MG0902'GRAVELED ROAD FOR 1.35 MILES TO A CROSSROAD.  TURN LEFT
 MG0902'AND GO EAST ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.
 MG0902'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO A
 MG0902'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON A GRAVELED
 MG0902'ROAD FOR 1.7 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 MG0902'AND GO SOUTH ON A GRAVELED ROAD FOR 0.7 MILE TO THE STATION
 MG0902'ON THE RIGHT.
 MG0902'
 MG0902'STATION MARK, A STANDARD DISK STAMPED MARTIN 1934, IS SET
 MG0902'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 MG0902'SURFACE OF THE GROUND.  IT IS ABOUT 100 YARDS NORTH OF MR.
 MG0902'MARTINS FARMHOUSE, 55 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 MG0902'ROAD, 33 FEET WEST OF A T-FENCE CORNER POST, AND 0.5 FEET
 MG0902'SOUTH OF A FENCE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 MG0902'
 MG0902'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MARTIN NO. 1
 MG0902'1934, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MG0902'8 INCHES.  IT IS 38.5 FEET NORTH OF A T-FENCE CORNER POST, 18.5
 MG0902'FEET EAST OF THE CENTER OF THE ROAD, 1.5 FEET WEST OF A FENCE,
 MG0902'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 MG0902'
 MG0902'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MARTIN NO. 11
 MG0902'1934, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MG0902'1 INCH.  IT IS 149 FEET SOUTH OF A T-FENCE CORNER POST, 18.5
 MG0902'EAST OF THE CENTER OF THE ROAD, 1.5 FEET WEST OF A FENCE, AND
 MG0902'1 FOOT NORTH OF A METAL WITNESS.
 MG0902'
 MG0902'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 MG0902'SOUTHEAST OF PARNELL.
 MG0902
 MG0902                          STATION RECOVERY (1969)
 MG0902
 MG0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 MG0902'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AS DESCRIBED
 MG0902'EXCEPT R.M. 1 WHICH HAS BEEN CHIPPED AND SLIGHTLY DISTURBED.
 MG0902'AZIMUTH WAS NOT FOUND.
 MG0902'
 MG0902'ORIGINAL DESCRIPTION IS ADEQUATE.
 MG0902
 MG0902                          STATION RECOVERY (1994)
 MG0902
 MG0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (KRL)
 MG0902'STATION AND RM 1 WERE FOUND IN GOOD CONDITION.  COUNTY ROAD A IS NOW
 MG0902'F52 (BLACK DIAMOND ROAD).  USE DIRECTIONS FROM 1969. STATION IS ON
 MG0902'WEST SIDE OF ROAD NEAR SMALL PINE TREES (SMALL IN 1994).  RM 1 IS VERY
 MG0902'NEAR EDGE OF ROAD AND WILL NOT SURVIVE ANY ROAD IMPROVEMENTS IN THE
 MG0902'FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1154 ***********************************************************************
 OO1154  DESIGNATION -  MASON
 OO1154  PID         -  OO1154
 OO1154  STATE/COUNTY-  IA/CERRO GORDO
 OO1154  USGS QUAD   -  MASON CITY (1959)
 OO1154
 OO1154                         *CURRENT SURVEY CONTROL
 OO1154  ___________________________________________________________________
 OO1154* NAD 83(1996)-  43 07 55.16447(N)    093 13 36.74372(W)     ADJUSTED  
 OO1154* NAVD 88     -       402.7    (meters)    1321.     (feet)  VERTCON   
 OO1154  ___________________________________________________________________
 OO1154  LAPLACE CORR-          -6.44  (seconds)                    DEFLEC99
 OO1154  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 OO1154
 OO1154  HORZ ORDER  -  FIRST
 OO1154
 OO1154.The horizontal coordinates were established by classical geodetic methods
 OO1154.and adjusted by the National Geodetic Survey in May 1999..
 OO1154
 OO1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1154
 OO1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1154
 OO1154.The geoid height was determined by GEOID03.
 OO1154
 OO1154;                    North         East     Units Scale Factor Converg.
 OO1154;SPC IA N     - 1,181,315.996 1,522,222.765   MT  0.99997817   +0 11 06.4
 OO1154;UTM  15      - 4,775,497.222   481,547.563   MT  0.99960419   -0 09 18.4
 OO1154
 OO1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1154!SPC IA N     -   0.99994130  x   0.99997817  =   0.99991947
 OO1154!UTM  15      -   0.99994130  x   0.99960419  =   0.99954551
 OO1154
 OO1154:                Primary Azimuth Mark                     Grid Az
 OO1154:SPC IA N     -  NORA SPRINGS ATT MICROWAVE               063 40 02.3
 OO1154:UTM  15      -  NORA SPRINGS ATT MICROWAVE               064 00 27.1
 OO1154
 OO1154|---------------------------------------------------------------------|
 OO1154| PID    Reference Object                     Distance      Geod. Az  |
 OO1154|                                                           dddmmss.s |
 OO1154| OO1142 NORA SPRINGS ATT MICROWAVE          APPROX. 9.3 KM 0635108.7 |
 OO1154| OO1170 CLEAR LAKE S MUN TANK               APPROX.13.4 KM 2614259.9 |
 OO1154| OO1175 CLEAR LAKE N MUN TANK               APPROX.12.7 KM 2712918.2 |
 OO1154| OO1176 CLEAR LAKE NW MUN TANK              APPROX.15.2 KM 2740819.6 |
 OO1154| OO1163 MASON CITY AIRPORT BEACON           APPROX. 9.1 KM 2842756.3 |
 OO1154| OO1162 MASON CITY CO COMM SYS MAST         APPROX. 5.3 KM 2873327.5 |
 OO1154| OO1159 MASON CITY RAD STA KGLO MAST        APPROX. 2.2 KM 3195130.6 |
 OO1154|---------------------------------------------------------------------|
 OO1154
 OO1154                          SUPERSEDED SURVEY CONTROL
 OO1154
 OO1154  NAD 83(1996)-  43 07 55.16447(N)    093 13 36.74371(W) AD(       ) 1
 OO1154  NAD 83(1986)-  43 07 55.15807(N)    093 13 36.73527(W) AD(       ) 1
 OO1154  NAD 27      -  43 07 55.30870(N)    093 13 36.00205(W) AD(       ) 1
 OO1154  NGVD 29 (07/19/86)  402.7    (m)         1321.     (f) VERT ANG       
 OO1154
 OO1154.Superseded values are not recommended for survey control.
 OO1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1154.See file dsdata.txt to determine how the superseded data were derived.
 OO1154
 OO1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8154875497(NAD 83)
 OO1154_MARKER: DD = SURVEY DISK
 OO1154_SETTING: 0 = UNSPECIFIED SETTING
 OO1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1154
 OO1154  HISTORY     - Date     Condition        Report By
 OO1154  HISTORY     - 1969     MONUMENTED       USGS
 OO1154
 OO1154                          STATION DESCRIPTION
 OO1154
 OO1154'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JLC)
 OO1154'THE STATION IS ABOUT 1 MILE SOUTHWEST OF THE CENTER OF MASON
 OO1154'CITY AND ON THE TOP OF THE HEAD HOUSE OF THE FARMERS GRAIN
 OO1154'DEALERS ASSOCIATION ELEVATOR.
 OO1154'
 OO1154'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65
 OO1154'AND STATE HIGHWAY 106 IN THE SOUTH PART OF MASON CITY, GO
 OO1154'WEST ON STATE HIGHWAY 106 FOR 1.25 MILES TO THE ELEVATOR
 OO1154'ON THE LEFT AND THE STATION AS DESCRIBED.
 OO1154'
 OO1154'THE STATION MARK, A U.S. GEOLOGICAL SURVEY DISK STAMPED
 OO1154'ET MASON 1969, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 OO1154'ROOF OF THE HEAD HOUSE.  IT IS 5 FEET WEST-NORTHWEST OF THE
 OO1154'CENTER OF A MANHOLE COVER AND 4.34 FEET NORTH-NORTHEAST
 OO1154'OF A LIGHT HANGER.
 OO1154'
 OO1154'NOTE--NO AZIMUTH MARK OR REFERENCE MARKS WERE SET AT THIS
 OO1154'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0638 ***********************************************************************
 OO0638  DESIGNATION -  MASON CITY
 OO0638  PID         -  OO0638
 OO0638  STATE/COUNTY-  IA/CERRO GORDO
 OO0638  USGS QUAD   -  MASON CITY (1959)
 OO0638
 OO0638                         *CURRENT SURVEY CONTROL
 OO0638  ___________________________________________________________________
 OO0638* NAD 83(1996)-  43 09 08.87655(N)    093 12 04.78503(W)     ADJUSTED  
 OO0638* NAVD 88     -       346.720  (meters)    1137.53   (feet)  ADJUSTED  
 OO0638  ___________________________________________________________________
 OO0638  LAPLACE CORR-          -8.26  (seconds)                    DEFLEC99
 OO0638  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 OO0638  DYNAMIC HT  -         346.658 (meters)    1137.33  (feet)  COMP
 OO0638  MODELED GRAV-     980,430.6   (mgal)                       NAVD 88
 OO0638
 OO0638  HORZ ORDER  -  SECOND
 OO0638  VERT ORDER  -  SECOND    CLASS 0
 OO0638
 OO0638.The horizontal coordinates were established by classical geodetic methods
 OO0638.and adjusted by the National Geodetic Survey in May 1999..
 OO0638
 OO0638.The orthometric height was determined by differential leveling
 OO0638.and adjusted by the National Geodetic Survey in June 1991..
 OO0638
 OO0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0638
 OO0638.The geoid height was determined by GEOID03.
 OO0638
 OO0638.The dynamic height is computed by dividing the NAVD 88
 OO0638.geopotential number by the normal gravity value computed on the
 OO0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0638.degrees latitude (g = 980.6199 gals.).
 OO0638
 OO0638.The modeled gravity was interpolated from observed gravity values.
 OO0638
 OO0638;                    North         East     Units Scale Factor Converg.
 OO0638;SPC IA N     - 1,183,597.709 1,524,293.097   MT  0.99998113   +0 12 08.7
 OO0638;UTM  15      - 4,777,765.750   483,630.621   MT  0.99960330   -0 08 15.7
 OO0638
 OO0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0638!SPC IA N     -   0.99995009  x   0.99998113  =   0.99993122
 OO0638!UTM  15      -   0.99995009  x   0.99960330  =   0.99955341
 OO0638
 OO0638                          SUPERSEDED SURVEY CONTROL
 OO0638
 OO0638  NAD 83(1996)-  43 09 08.87655(N)    093 12 04.78502(W) AD(       ) 2
 OO0638  NAD 83(1986)-  43 09 08.87040(N)    093 12 04.77685(W) AD(       ) 2
 OO0638  NAD 27      -  43 09 09.02181(N)    093 12 04.04666(W) AD(       ) 2
 OO0638  NGVD 29 (??/??/92)  346.75   (m)         1137.6    (f) COMPUTED    2 0
 OO0638
 OO0638.Superseded values are not recommended for survey control.
 OO0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0638.See file dsdata.txt to determine how the superseded data were derived.
 OO0638
 OO0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8363177766(NAD 83)
 OO0638_MARKER: DB = BENCH MARK DISK
 OO0638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0638_SP_SET: GUARDRAIL
 OO0638_STAMPING: MASON CITY 1934
 OO0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0638
 OO0638  HISTORY     - Date     Condition        Report By
 OO0638  HISTORY     - 1934     MONUMENTED       CGS
 OO0638  HISTORY     - 1971     GOOD             NGS
 OO0638  HISTORY     - 1971     GOOD             NGS
 OO0638
 OO0638                          STATION DESCRIPTION
 OO0638
 OO0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0638'IN MASON CITY.
 OO0638'AT MASON CITY, CERRO GORDO COUNTY, 90 YARDS SOUTHEAST OF THE SOUTHEAST
 OO0638'CORNER OF THE COURTHOUSE, IN THE NORTHEAST CORNER OF THE PARK AT A
 OO0638'REST STATION, 59.2 FEET SOUTH OF THE SOUTH EDGE OF FIRST STREET N.W.,
 OO0638'44.4 FEET WEST OF THE WEST EDGE OF NORTH FEDERAL AVENUE, 14.5 FEET
 OO0638'NORTH OF THE NORTH EDGE OF THE WALK LEADING TO THE REST STATION FOR
 OO0638'LADIES, IN THE EAST GUARDWALL AROUND THE ENTRANCE, 2.9 FEET SOUTH OF
 OO0638'THE NORTH END OF THE GUARDWALL, AND 3 INCHES HIGHER THAN THE WALK. A
 OO0638'STANDARD DISK, STAMPED MASON CITY 1934.
 OO0638
 OO0638                          STATION RECOVERY (1971)
 OO0638
 OO0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OO0638'THE STATION IS LOCATED IN THE CITY OF MASON CITY, IN THE
 OO0638'NORTHWEST CORNER OF THE CITY PARK WHICH IS IN THE CENTER
 OO0638'OF THE BUSINESS DISTRICT OF THE CITY AND IN THE SOUTHEAST ANGLE
 OO0638'OF THE INTERSECTION OF NORTH WASHINGTON AVENUE AND 1ST STREET
 OO0638'N.W.
 OO0638'
 OO0638'BM MASON CITY, A STANDARD BENCH MARK DISK STAMPED MASON
 OO0638'CITY 1934, IS CEMENTED IN A DRILL HOLE IN THE EAST BASE
 OO0638'AT THE NORTH END OF THE SOUTH 1 OF 2 UNDERGROUND REST ROOMS.
 OO0638'IT IS 59.2 FEET SOUTH OF THE SOUTH EDGE OF 1ST STREET N.W.,
 OO0638'21 FEET WEST-SOUTHWEST OF A FLAG POLE AND IN THE NORTHEAST
 OO0638'CORNER OF THE CITY PARK.
 OO0638
 OO0638                          STATION RECOVERY (1971)
 OO0638
 OO0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OO0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0639 ***********************************************************************
 OO0639  DESIGNATION -  MASON CITY
 OO0639  PID         -  OO0639
 OO0639  STATE/COUNTY-  IA/CERRO GORDO
 OO0639  USGS QUAD   -  MASON CITY (1959)
 OO0639
 OO0639                         *CURRENT SURVEY CONTROL
 OO0639  ___________________________________________________________________
 OO0639* NAD 83(1996)-  43 09 09.35189(N)    093 12 08.15840(W)     ADJUSTED  
 OO0639* NAVD 88     -       346.31   (meters)    1136.2    (feet)  RESET     
 OO0639  ___________________________________________________________________
 OO0639  LAPLACE CORR-          -8.15  (seconds)                    DEFLEC99
 OO0639  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 OO0639
 OO0639  HORZ ORDER  -  SECOND
 OO0639  VERT ORDER  -  THIRD
 OO0639
 OO0639.The horizontal coordinates were established by classical geodetic methods
 OO0639.and adjusted by the National Geodetic Survey in May 1999..
 OO0639
 OO0639.The orthometric height was computed from unverified reset data.
 OO0639
 OO0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0639
 OO0639.The geoid height was determined by GEOID03.
 OO0639
 OO0639;                    North         East     Units Scale Factor Converg.
 OO0639;SPC IA N     - 1,183,612.109 1,524,216.828   MT  0.99998115   +0 12 06.4
 OO0639;UTM  15      - 4,777,780.597   483,554.469   MT  0.99960333   -0 08 18.0
 OO0639
 OO0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0639!SPC IA N     -   0.99995015  x   0.99998115  =   0.99993130
 OO0639!UTM  15      -   0.99995015  x   0.99960333  =   0.99955350
 OO0639
 OO0639|---------------------------------------------------------------------|
 OO0639| PID    Reference Object                     Distance      Geod. Az  |
 OO0639|                                                           dddmmss.s |
 OO0639| CI5945 MASON CITY RM 1                      17.706 METERS 00427     |
 OO0639| OO0638 MASON CITY                           77.617 METERS 10054     |
 OO0639| OO1156 MASON CITY W MUN TANK               APPROX. 2.3 KM 1792918.6 |
 OO0639| CI5944 MASON CITY AZ MK                                   2715500.5 |
 OO0639| OO1157 MASON CITY RM 2                       9.092 METERS 27337     |
 OO0639|---------------------------------------------------------------------|
 OO0639
 OO0639                          SUPERSEDED SURVEY CONTROL
 OO0639
 OO0639  NAD 83(1996)-  43 09 09.35189(N)    093 12 08.15840(W) AD(       ) 2
 OO0639  NAD 83(1986)-  43 09 09.34573(N)    093 12 08.15021(W) AD(       ) 2
 OO0639  NAD 27      -  43 09 09.49714(N)    093 12 07.41993(W) AD(       ) 2
 OO0639  NGVD 29 (07/19/86)  346.35   (m)         1136.3    (f) LEVELING    3  
 OO0639
 OO0639.Superseded values are not recommended for survey control.
 OO0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0639.See file dsdata.txt to determine how the superseded data were derived.
 OO0639
 OO0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8355477781(NAD 83)
 OO0639_MARKER: DS = TRIANGULATION STATION DISK
 OO0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0639_STAMPING: MASON CITY 1971
 OO0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0639+STABILITY: SURFACE MOTION
 OO0639
 OO0639  HISTORY     - Date     Condition        Report By
 OO0639  HISTORY     - 1971     MONUMENTED       NGS
 OO0639  HISTORY     - 1971     GOOD             NGS
 OO0639
 OO0639                          STATION DESCRIPTION
 OO0639
 OO0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0639'THE STATION IS LOCATED IN THE CITY OF MASON CITY, IN THE
 OO0639'NORTHWEST CORNER OF THE CITY PARK WHICH IS IN THE CENTER
 OO0639'OF THE BUSINESS DISTRICT OF THE CITY AND IN THE SOUTHEAST ANGLE
 OO0639'OF THE INTERSECTION OF NORTH WASHINGTON AVENUE AND 1ST STREET
 OO0639'N.W.
 OO0639'
 OO0639'STATION MARKS ARE STANDARD DISKS STAMPED MASON CITY 1971.
 OO0639'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OO0639'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 OO0639'115 FEET EAST OF THE CENTER OF NORTH WASHINGTON AVENUE, 34
 OO0639'FEET SOUTH OF THE CENTER OF 1ST STREET N.W. AND 1 FOOT SOUTH
 OO0639'OF THE SOUTH EDGE OF A CONCRETE SIDEWALK.  THE UNDERGROUND
 OO0639'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 OO0639'42 INCHES BELOW THE GROUND SURFACE.
 OO0639'
 OO0639'REFERENCE MARK 1, A STANDARD DISK STAMPED MASON CITY NO
 OO0639'1 1971, IS CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK
 OO0639'ON THE NORTH EDGE OF 1ST STREET N.W.  IT IS 24 FEET NORTH
 OO0639'OF THE CENTER OF 1ST STREET N.W., 6.8 FEET EAST OF A METAL
 OO0639'LIGHT POLE AND 1 FOOT NORTH OF THE SOUTH EDGE OF A CONCRETE
 OO0639'SIDEWALK.
 OO0639'
 OO0639'REFERENCE MARK 2, A STANDARD DISK STAMPED MASON CITY NO 2
 OO0639'1971, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK.
 OO0639'IT IS 86 FEET EAST OF THE CENTER OF NORTH WASHINGTON AVENUE,
 OO0639'33 FEET SOUTH OF THE CENTER OF 1ST STREET N.W. AND 9 FOOT
 OO0639'SOUTH OF THE NORTH EDGE OF THE CONCRETE SIDEWALK.
 OO0639'
 OO0639'BM MASON CITY, A STANDARD BENCH MARK DISK STAMPED MASON
 OO0639'CITY 1934, IS CEMENTED IN A DRILL HOLE IN THE EAST BASE
 OO0639'AT THE NORTH END OF THE SOUTH 1 OF 2 UNDERGROUND REST ROOMS.
 OO0639'IT IS 59.2 FEET SOUTH OF THE SOUTH EDGE OF 1ST STREET N.W.,
 OO0639'21 FEET WEST-SOUTHWEST OF A FLAG POLE AND IN THE NORTHEAST
 OO0639'CORNER OF THE CITY PARK.
 OO0639'
 OO0639'THE AZIMUTH MARK, A STANDARD DISK STAMPED MASON CITY 1971,
 OO0639'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0639'FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET WEST OF A
 OO0639'POWER LINE POLE, 22 FEET NORTH OF THE CENTER OF 1ST STREET
 OO0639'N.W., 14.5 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS,
 OO0639'6 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK AND
 OO0639'3 FEET NORTH OF A RAILROAD CROSSING SIGN.
 OO0639'
 OO0639'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON 1ST
 OO0639'STREET N.W. FOR 0.55 MILE TO THE MARK ON THE RIGHT JUST
 OO0639'BEFORE REACHING A RAILROAD CROSSING.
 OO0639'
 OO0639'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 OO0639
 OO0639                          STATION RECOVERY (1971)
 OO0639
 OO0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OO0639'IN MASON CITY.
 OO0639'THE STATION IS LOCATED IN THE CITY OF MASON CITY, IN THE NORTHWEST
 OO0639'CORNER OF THE CITY PARK WHICH IS IN THE CENTER OF THE BUSINESS
 OO0639'DISTRICT OF THE CITY AND IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 OO0639'NORTH WASHINGTON AVENUE AND 1ST STREET N.W.  THE MARK IS A STANDARD
 OO0639'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 OO0639'WITH THE GROUND SURFACE.  IT IS 115 FEET EAST OF THE CENTER OF NORTH
 OO0639'WASHINGTON AVENUE, 34 FEET NORTH OF THE CENTER OF 1ST STREET N.W. AND
 OO0639'1 FOOT SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1163 ***********************************************************************
 OO1163  DESIGNATION -  MASON CITY AIRPORT BEACON
 OO1163  PID         -  OO1163
 OO1163  STATE/COUNTY-  IA/CERRO GORDO
 OO1163  USGS QUAD   -  CLEAR LAKE EAST (1972)
 OO1163
 OO1163                         *CURRENT SURVEY CONTROL
 OO1163  ___________________________________________________________________
 OO1163* NAD 83(1996)-  43 09 08.38087(N)    093 20 05.34813(W)     ADJUSTED  
 OO1163* NAVD 88     -       384.     (meters)    1260.     (feet)  VERTCON   
 OO1163  ___________________________________________________________________
 OO1163  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 OO1163  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 OO1163
 OO1163  HORZ ORDER  -  THIRD
 OO1163
 OO1163.This mark is at Mason City Municipal Airport (MCW)
 OO1163
 OO1163.The horizontal coordinates were established by classical geodetic methods
 OO1163.and adjusted by the National Geodetic Survey in May 1999..
 OO1163
 OO1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1163
 OO1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1163
 OO1163.The geoid height was determined by GEOID03.
 OO1163
 OO1163;                    North         East     Units Scale Factor Converg.
 OO1163;SPC IA N     - 1,183,552.626 1,513,435.442   MT  0.99998111   +0 06 43.0
 OO1163;UTM  15      - 4,777,785.191   472,776.964   MT  0.99960912   -0 13 44.4
 OO1163
 OO1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1163!SPC IA N     -   0.99994423  x   0.99998111  =   0.99992534
 OO1163!UTM  15      -   0.99994423  x   0.99960912  =   0.99955337
 OO1163
 OO1163                          SUPERSEDED SURVEY CONTROL
 OO1163
 OO1163  NAD 83(1996)-  43 09 08.38087(N)    093 20 05.34813(W) AD(       ) 4
 OO1163  NAD 83(1986)-  43 09 08.37381(N)    093 20 05.33879(W) AD(       ) 4
 OO1163  NAD 27      -  43 09 08.52496(N)    093 20 04.59324(W) AD(       ) 3
 OO1163  NGVD 29 (07/19/86)  384.     (m)         1260.     (f) VERT ANG       
 OO1163
 OO1163.Superseded values are not recommended for survey control.
 OO1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1163.See file dsdata.txt to determine how the superseded data were derived.
 OO1163
 OO1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH7277777785(NAD 83)
 OO1163_MARKER: 21 = AIRPORT BEACON
 OO1163
 OO1163  HISTORY     - Date     Condition        Report By
 OO1163  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1163  HISTORY     - 1978     GOOD             NGS
 OO1163  HISTORY     - 1982     GOOD             NGS
 OO1163  HISTORY     - 19910615 GOOD             NGS
 OO1163
 OO1163                          STATION DESCRIPTION
 OO1163
 OO1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1163'THE AIRPORT BEACON MASON CITY AIRPORT IS LOCATED 7 MILES
 OO1163'WEST OF MASON CITY, 0.25 MILE NORTH OF U.S. HIGHWAY 18, AT
 OO1163'THE AIRPORT, 0.1 MILE EAST OF THE OPERATIONS BUILDING, AT
 OO1163'THE SOUTHWEST CORNER OF BUILDING 5, WHICH IS A PRIVATE
 OO1163'MAINTAINANCE HANGER.
 OO1163'
 OO1163'THE BEACON IS THE STANDARD GREEN OPPOSITE WHITE ROTATING
 OO1163'LIGHT MOUNTED ATOP A 4 LEGGED RED AND WHITE TOWER WITH PLATFORM,
 OO1163'ABOUT 45 FEET HIGH.
 OO1163'
 OO1163'THE POINT INTERSECTED WAS THE TOP CENTER.
 OO1163
 OO1163                          STATION RECOVERY (1978)
 OO1163
 OO1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 OO1163'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO1163'
 OO1163'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OO1163'7 MILES WEST OF MASON CITY.
 OO1163
 OO1163                          STATION RECOVERY (1982)
 OO1163
 OO1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PMC)
 OO1163'BEACON RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO1163'
 OO1163'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES WEST OF
 OO1163'MASON CITY.
 OO1163
 OO1163                          STATION RECOVERY (1991)
 OO1163
 OO1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OO1163'THIS STATION IS LOCATED AT THE MASON CITY MUNI AIRPORT.  IT IS ATOP A
 OO1163'RED AND WHITE POLE.  IT IS A ROTATING GREEN AND WHITE BEACON.  THE
 OO1163'POINT OBSERVED WAS THE SPINDLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1153 ***********************************************************************
 OO1153  DESIGNATION -  MASON CITY AMER SUGAR BEET CHY
 OO1153  PID         -  OO1153
 OO1153  STATE/COUNTY-  IA/CERRO GORDO
 OO1153  USGS QUAD   -  MASON CITY (1959)
 OO1153
 OO1153                         *CURRENT SURVEY CONTROL
 OO1153  ___________________________________________________________________
 OO1153* NAD 83(1996)-  43 11 24.46382(N)    093 12 44.58603(W)     ADJUSTED  
 OO1153* NAVD 88     -                                                        
 OO1153  ___________________________________________________________________
 OO1153  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 OO1153  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 OO1153
 OO1153  HORZ ORDER  -  THIRD
 OO1153
 OO1153.The horizontal coordinates were established by classical geodetic methods
 OO1153.and adjusted by the National Geodetic Survey in May 1999..
 OO1153
 OO1153
 OO1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1153
 OO1153.The geoid height was determined by GEOID03.
 OO1153
 OO1153;                    North         East     Units Scale Factor Converg.
 OO1153;SPC IA N     - 1,187,778.726 1,523,379.613   MT  0.99998691   +0 11 41.7
 OO1153;UTM  15      - 4,781,950.524   482,742.317   MT  0.99960366   -0 08 43.3
 OO1153
 OO1153                          SUPERSEDED SURVEY CONTROL
 OO1153
 OO1153  NAD 83(1996)-  43 11 24.46385(N)    093 12 44.58603(W) AD(       ) 4
 OO1153  NAD 83(1986)-  43 11 24.45678(N)    093 12 44.57861(W) AD(       ) 4
 OO1153  NAD 27      -  43 11 24.60800(N)    093 12 43.83600(W) AD(       ) 3
 OO1153
 OO1153.Superseded values are not recommended for survey control.
 OO1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1153.See file dsdata.txt to determine how the superseded data were derived.
 OO1153
 OO1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8274281951(NAD 83)
 OO1153_MARKER: 63 = STACK
 OO1153
 OO1153  HISTORY     - Date     Condition        Report By
 OO1153  HISTORY     - 1926     FIRST OBSERVED   CGS
 OO1153  HISTORY     - 1957     GOOD             CGS
 OO1153
 OO1153                          STATION DESCRIPTION
 OO1153
 OO1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 OO1153'THE POSITION OF THIS STATION WAS DETERMINED IN 1926 BUT NO
 OO1153'DESCRIPTION WAS WRITTEN.
 OO1153'
 OO1153'THE STATION IS THE CENTER OF THE TOP OF THE STACK OF THE
 OO1153'MASON CITY AMERICAN CRYSTAL SUGAR COMPANY (FORMERLY AMERICAN
 OO1153'SUGAR BEET COMPANY) LOCATED ON THE SOUTHWEST SIDE OF U.S.
 OO1153'HIGHWAY 65 ABOUT 1 MILE NORTHWEST OF MASON CITY.  THE STACK
 OO1153'IS A CONCRETE STRUCTURE ABOUT 200 FEET HIGH.  THE TOP SECTION
 OO1153'OF THE STACK IS PAINTED BLACK AND THE NAME CRYSTAL SUGAR IS
 OO1153'PAINTED VERTICALLY ON THE SOUTH SIDE IN BLACK LETTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1162 ***********************************************************************
 OO1162  DESIGNATION -  MASON CITY CO COMM SYS MAST
 OO1162  PID         -  OO1162
 OO1162  STATE/COUNTY-  IA/CERRO GORDO
 OO1162  USGS QUAD   -  CLEAR LAKE EAST (1972)
 OO1162
 OO1162                         *CURRENT SURVEY CONTROL
 OO1162  ___________________________________________________________________
 OO1162* NAD 83(1996)-  43 08 47.05144(N)    093 17 20.96630(W)     ADJUSTED  
 OO1162* NAVD 88     -       442.     (meters)    1450.     (feet)  VERTCON   
 OO1162  ___________________________________________________________________
 OO1162  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 OO1162  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 OO1162
 OO1162  HORZ ORDER  -  THIRD
 OO1162
 OO1162.The horizontal coordinates were established by classical geodetic methods
 OO1162.and adjusted by the National Geodetic Survey in May 1999..
 OO1162
 OO1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1162
 OO1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1162
 OO1162.The geoid height was determined by GEOID03.
 OO1162
 OO1162;                    North         East     Units Scale Factor Converg.
 OO1162;SPC IA N     - 1,182,902.676 1,517,151.086   MT  0.99998024   +0 08 34.4
 OO1162;UTM  15      - 4,777,113.403   476,487.293   MT  0.99960680   -0 11 51.9
 OO1162
 OO1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1162!SPC IA N     -   0.99993513  x   0.99998024  =   0.99991537
 OO1162!UTM  15      -   0.99993513  x   0.99960680  =   0.99954195
 OO1162
 OO1162                          SUPERSEDED SURVEY CONTROL
 OO1162
 OO1162  NAD 83(1996)-  43 08 47.05144(N)    093 17 20.96628(W) AD(       ) 4
 OO1162  NAD 83(1986)-  43 08 47.04458(N)    093 17 20.95814(W) AD(       ) 4
 OO1162  NAD 27      -  43 08 47.19601(N)    093 17 20.22074(W) AD(       ) 3
 OO1162  NGVD 29 (07/19/86)  442.     (m)         1450.     (f) VERT ANG       
 OO1162
 OO1162.Superseded values are not recommended for survey control.
 OO1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1162.See file dsdata.txt to determine how the superseded data were derived.
 OO1162
 OO1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH7648777113(NAD 83)
 OO1162_MARKER: 42 = RADIO/TV MAST
 OO1162
 OO1162  HISTORY     - Date     Condition        Report By
 OO1162  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1162  HISTORY     - 1978     GOOD             NGS
 OO1162  HISTORY     - 1982     GOOD             NGS
 OO1162  HISTORY     - 19910615 GOOD             NGS
 OO1162
 OO1162                          STATION DESCRIPTION
 OO1162
 OO1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1162'THE MASON CITY COUNTY COMMUNICATIONS SYSTEM MAST IS LOCATED
 OO1162'5 MILES WEST OF MASON CITY, 0.15 MILE SOUTH OF U.S. HIGHWAY
 OO1162'18, ON COUNTY PROPERTY, 0.1 MILE WEST OF THE CERRO GORDO
 OO1162'COUNTY HOME.
 OO1162'
 OO1162'TO REACH THE MAST FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 OO1162'65 IN MASON CITY, GO WEST ON HIGHWAY 18 FOR 5 MILES TO THE
 OO1162'MAST ON THE LEFT.
 OO1162'
 OO1162'THE MAST IS PAINTED RED AND WHITE, A 3-LEGGED SINGLE COLUMN
 OO1162'STRUCTURE, GUYED, 250 FEET HIGH WITH A RED LIGHT AT THE APEX.
 OO1162'
 OO1162'THE POINT INTERSECTED WAS THE LIGHT.
 OO1162'
 OO1162'THIS MAST IS USED BY THE SHERIFFS OFFICE, CIVIL DEFENSE,
 OO1162'AND THE ROADS COMMISSION.
 OO1162
 OO1162                          STATION RECOVERY (1978)
 OO1162
 OO1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 OO1162'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO1162'
 OO1162'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OO1162'5 MILES WEST OF MASON CITY.
 OO1162
 OO1162                          STATION RECOVERY (1982)
 OO1162
 OO1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PMC)
 OO1162'MAST RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO1162'
 OO1162'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST OF
 OO1162'MASON CITY.
 OO1162
 OO1162                          STATION RECOVERY (1991)
 OO1162
 OO1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OO1162'THE STATION IS LOCATED ABOUT 2.5 MILES (4.0 KM) ESE OF MASON CITY MUNI
 OO1162'AIRPORT 0.15 MILES (0.24 KM) SOUTH OF U S HIGHWAY 18 ON COUNTY
 OO1162'PROPERTY, 0.1 MILES (0.2 KM) WEST OF CERRO GORDO COUNTY HOME.  THE
 OO1162'MAST IS PAINTED RED AND WHITE, A 3-LEGGED SINGLE COLUMN STRUCTURE,
 OO1162'GUYED, AND 263 FT (80.2 M) HIGH WITH A RED LIGHT AT THE APEX.  THE
 OO1162'POINT INTERSECTED WAS THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1149 ***********************************************************************
 OO1149  DESIGNATION -  MASON CITY MBA BLDG FLAGPOLE
 OO1149  PID         -  OO1149
 OO1149  STATE/COUNTY-  IA/CERRO GORDO
 OO1149  USGS QUAD   -  MASON CITY (1959)
 OO1149
 OO1149                         *CURRENT SURVEY CONTROL
 OO1149  ___________________________________________________________________
 OO1149* NAD 83(1996)-  43 09 05.70072(N)    093 11 55.85360(W)     ADJUSTED  
 OO1149* NAVD 88     -                                                        
 OO1149  ___________________________________________________________________
 OO1149  LAPLACE CORR-          -8.58  (seconds)                    DEFLEC99
 OO1149  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 OO1149
 OO1149  HORZ ORDER  -  THIRD
 OO1149
 OO1149.The horizontal coordinates were established by classical geodetic methods
 OO1149.and adjusted by the National Geodetic Survey in May 1999..
 OO1149
 OO1149
 OO1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1149
 OO1149.The geoid height was determined by GEOID03.
 OO1149
 OO1149;                    North         East     Units Scale Factor Converg.
 OO1149;SPC IA N     - 1,183,500.422 1,524,495.239   MT  0.99998100   +0 12 14.8
 OO1149;UTM  15      - 4,777,667.302   483,832.107   MT  0.99960322   -0 08 09.6
 OO1149
 OO1149                          SUPERSEDED SURVEY CONTROL
 OO1149
 OO1149  NAD 83(1996)-  43 09 05.70076(N)    093 11 55.85358(W) AD(       ) 4
 OO1149  NAD 83(1986)-  43 09 05.69383(N)    093 11 55.84562(W) AD(       ) 4
 OO1149  NAD 27      -  43 09 05.84000(N)    093 11 55.11000(W) AD(       ) 3
 OO1149
 OO1149.Superseded values are not recommended for survey control.
 OO1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1149.See file dsdata.txt to determine how the superseded data were derived.
 OO1149
 OO1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8383277667(NAD 83)
 OO1149_MARKER: 62 = FLAGPOLE
 OO1149
 OO1149  HISTORY     - Date     Condition        Report By
 OO1149  HISTORY     - 1926     FIRST OBSERVED   CGS
 OO1149  HISTORY     - 1957     GOOD             CGS
 OO1149
 OO1149                          STATION DESCRIPTION
 OO1149
 OO1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 OO1149'THE POSITION OF THIS STATION WAS DETERMINED IN 1926 BUT NO
 OO1149'DESCRIPTION WRITTEN.
 OO1149'
 OO1149'THE STATION IS THE CENTER OF THE BASE OF A STEEL FLAGPOLE
 OO1149'ON THE NORTHWEST CORNER OF THE MASON CITY BRICK AND TILE
 OO1149'BUILDING (FORMERLY THE M.B.A. BUILDING) LOCATED AT THE SOUTHEAST
 OO1149'CORNER OF EAST STATE STREET AND DELAWARE STREET IN THE CENTRAL
 OO1149'SECTION OF MASON CITY.
 OO1149'
 OO1149'THE BUILDING IS A BRICK AND TILE STRUCTURE ABOUT 80 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1159 ***********************************************************************
 OO1159  DESIGNATION -  MASON CITY RAD STA KGLO MAST
 OO1159  PID         -  OO1159
 OO1159  STATE/COUNTY-  IA/CERRO GORDO
 OO1159  USGS QUAD   -  MASON CITY (1959)
 OO1159
 OO1159                         *CURRENT SURVEY CONTROL
 OO1159  ___________________________________________________________________
 OO1159* NAD 83(1996)-  43 08 49.80649(N)    093 14 39.68207(W)     ADJUSTED  
 OO1159* NAVD 88     -       427.     (meters)    1401.     (feet)  VERTCON   
 OO1159  ___________________________________________________________________
 OO1159  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 OO1159  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 OO1159
 OO1159  HORZ ORDER  -  THIRD
 OO1159
 OO1159.The horizontal coordinates were established by classical geodetic methods
 OO1159.and adjusted by the National Geodetic Survey in May 1999..
 OO1159
 OO1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1159
 OO1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1159
 OO1159.The geoid height was determined by GEOID03.
 OO1159
 OO1159;                    North         East     Units Scale Factor Converg.
 OO1159;SPC IA N     - 1,182,997.749 1,520,795.189   MT  0.99998035   +0 10 23.7
 OO1159;UTM  15      - 4,777,186.791   480,130.531   MT  0.99960486   -0 10 01.6
 OO1159
 OO1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1159!SPC IA N     -   0.99993748  x   0.99998035  =   0.99991784
 OO1159!UTM  15      -   0.99993748  x   0.99960486  =   0.99954237
 OO1159
 OO1159                          SUPERSEDED SURVEY CONTROL
 OO1159
 OO1159  NAD 83(1996)-  43 08 49.80648(N)    093 14 39.68204(W) AD(       ) 4
 OO1159  NAD 83(1986)-  43 08 49.79995(N)    093 14 39.67403(W) AD(       ) 4
 OO1159  NAD 27      -  43 08 49.95166(N)    093 14 38.94044(W) AD(       ) 3
 OO1159  NGVD 29 (07/19/86)  427.     (m)         1401.     (f) VERT ANG       
 OO1159
 OO1159.Superseded values are not recommended for survey control.
 OO1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1159.See file dsdata.txt to determine how the superseded data were derived.
 OO1159
 OO1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8013177187(NAD 83)
 OO1159_MARKER: 42 = RADIO/TV MAST
 OO1159
 OO1159  HISTORY     - Date     Condition        Report By
 OO1159  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1159  HISTORY     - 1978     GOOD             NGS
 OO1159
 OO1159                          STATION DESCRIPTION
 OO1159
 OO1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1159'THE MASON CITY RADIO STATION KGLO AM-FM CENTER 1 OF 3 MAST
 OO1159'IS LOCATED 4.8 MILES EAST OF THE MUNICIPAL AIRPORT, 2 MILES
 OO1159'EAST OF MASON CITY, AND ABOUT 350 FEET SOUTH OF U.S. HIGHWAY 18.
 OO1159'
 OO1159'TO REACH THE MAST FROM THE JUNCTION OF U.S. HIGHWAYS 18 AND
 OO1159'65 IN MASON CITY, GO WEST ON HIGHWAY 18 FOR 2.2 MILES TO
 OO1159'THE MAST ON THE LEFT.
 OO1159'
 OO1159'THE MAST IS A 3-LEGGED, SINGLE COLUMN STRUCTURE, UNGUYED,
 OO1159'125 FEET HIGH WITH A RED LIGHT AT THE TOP.  IT IS MOUNTED ON
 OO1159'A 3-LEGGED TOWER 100 FEET HIGH.  THE WHOLE STRUCTURE IS PAINTED
 OO1159'RED AND WHITE AND IS 225 FEET HIGH.
 OO1159'
 OO1159'THE POINT INTERSECTED WAS THE LIGHT.
 OO1159'
 OO1159'THE 3 MASTS SIT IN A NORTH-SOUTH LINE, THE CENTER 1 BEING
 OO1159'ABOUT 75 FEET HIGHER.
 OO1159
 OO1159                          STATION RECOVERY (1978)
 OO1159
 OO1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 OO1159'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO1159'
 OO1159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OO1159'2 MILES EAST OF MASON CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1157 ***********************************************************************
 OO1157  DESIGNATION -  MASON CITY RM 2
 OO1157  PID         -  OO1157
 OO1157  STATE/COUNTY-  IA/CERRO GORDO
 OO1157  USGS QUAD   -  MASON CITY (1959)
 OO1157
 OO1157                         *CURRENT SURVEY CONTROL
 OO1157  ___________________________________________________________________
 OO1157* NAD 83(1996)-  43 09 09.37050(N)    093 12 08.56001(W)     ADJUSTED  
 OO1157* NAVD 88     -       346.2    (meters)    1136.     (feet)  VERTCON   
 OO1157  ___________________________________________________________________
 OO1157  LAPLACE CORR-          -8.14  (seconds)                    DEFLEC99
 OO1157  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 OO1157
 OO1157  HORZ ORDER  -  SECOND
 OO1157
 OO1157.The horizontal coordinates were established by classical geodetic methods
 OO1157.and adjusted by the National Geodetic Survey in May 1999..
 OO1157
 OO1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1157
 OO1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1157
 OO1157.The geoid height was determined by GEOID03.
 OO1157
 OO1157;                    North         East     Units Scale Factor Converg.
 OO1157;SPC IA N     - 1,183,612.651 1,524,207.753   MT  0.99998115   +0 12 06.2
 OO1157;UTM  15      - 4,777,781.193   483,545.400   MT  0.99960333   -0 08 18.3
 OO1157
 OO1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1157!SPC IA N     -   0.99995017  x   0.99998115  =   0.99993132
 OO1157!UTM  15      -   0.99995017  x   0.99960333  =   0.99955352
 OO1157
 OO1157|---------------------------------------------------------------------|
 OO1157| PID    Reference Object                     Distance      Geod. Az  |
 OO1157|                                                           dddmmss.s |
 OO1157| OO0639 MASON CITY                            9.092 METERS 09337     |
 OO1157| OO1154 MASON                               APPROX. 3.0 KM 2210218.5 |
 OO1157|---------------------------------------------------------------------|
 OO1157
 OO1157                          SUPERSEDED SURVEY CONTROL
 OO1157
 OO1157  NAD 83(1996)-  43 09 09.37050(N)    093 12 08.56000(W) AD(       ) 2
 OO1157  NAD 83(1986)-  43 09 09.36434(N)    093 12 08.55189(W) AD(       ) 2
 OO1157  NAD 27      -  43 09 09.51576(N)    093 12 07.82169(W) AD(       ) 2
 OO1157  NGVD 29 (07/19/86)  346.2    (m)         1136.     (f) VERT ANG       
 OO1157
 OO1157.Superseded values are not recommended for survey control.
 OO1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1157.See file dsdata.txt to determine how the superseded data were derived.
 OO1157
 OO1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8354577781(NAD 83)
 OO1157_MARKER: DR = REFERENCE MARK DISK
 OO1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1157+STABILITY: SURFACE MOTION
 OO1157
 OO1157  HISTORY     - Date     Condition        Report By
 OO1157  HISTORY     - 1971     MONUMENTED       NGS
 OO1157
 OO1157                          STATION DESCRIPTION
 OO1157
 OO1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1157'THE STATION IS LOCATED IN THE CITY OF MASON CITY, IN THE
 OO1157'NORTHWEST CORNER OF THE CITY PARK WHICH IS IN THE CENTER
 OO1157'OF THE BUSINESS DISTRICT OF THE CITY AND IN THE SOUTHEAST
 OO1157'ANGLE OF THE INTERSECTION OF NORTH WASHINGTON AVENUE AND 1ST
 OO1157'STREET N.W.
 OO1157'
 OO1157'THE STATION MARK, A STANDARD REFERENCE DISK STAMPED MASON
 OO1157'CITY NO 2 1971, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 OO1157'SIDEWALK.  IT IS 86 FEET EAST OF THE CENTER OF NORTH WASHINGTON
 OO1157'AVENUE, 33 FEET SOUTH OF THE CENTER OF 1ST STREET N.W. AND
 OO1157'9 FOOT SOUTH OF THE NORTH EDGE OF THE CONCRETE SIDEWALK.
 OO1157'
 OO1157'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1156 ***********************************************************************
 OO1156  DESIGNATION -  MASON CITY W MUN TANK
 OO1156  PID         -  OO1156
 OO1156  STATE/COUNTY-  IA/CERRO GORDO
 OO1156  USGS QUAD   -  MASON CITY (1959)
 OO1156
 OO1156                         *CURRENT SURVEY CONTROL
 OO1156  ___________________________________________________________________
 OO1156* NAD 83(1996)-  43 07 54.34231(N)    093 12 07.24408(W)     ADJUSTED  
 OO1156* NAVD 88     -       380.     (meters)    1247.     (feet)  VERTCON   
 OO1156  ___________________________________________________________________
 OO1156  LAPLACE CORR-          -9.19  (seconds)                    DEFLEC99
 OO1156  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 OO1156
 OO1156  HORZ ORDER  -  THIRD
 OO1156
 OO1156.The horizontal coordinates were established by classical geodetic methods
 OO1156.and adjusted by the National Geodetic Survey in May 1999..
 OO1156
 OO1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1156
 OO1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1156
 OO1156.The geoid height was determined by GEOID03.
 OO1156
 OO1156;                    North         East     Units Scale Factor Converg.
 OO1156;SPC IA N     - 1,181,297.458 1,524,245.645   MT  0.99997814   +0 12 07.1
 OO1156;UTM  15      - 4,775,466.686   483,569.540   MT  0.99960332   -0 08 17.2
 OO1156
 OO1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1156!SPC IA N     -   0.99994487  x   0.99997814  =   0.99992301
 OO1156!UTM  15      -   0.99994487  x   0.99960332  =   0.99954821
 OO1156
 OO1156                          SUPERSEDED SURVEY CONTROL
 OO1156
 OO1156  NAD 83(1996)-  43 07 54.34232(N)    093 12 07.24407(W) AD(       ) 4
 OO1156  NAD 83(1986)-  43 07 54.33558(N)    093 12 07.23562(W) AD(       ) 4
 OO1156  NAD 27      -  43 07 54.48543(N)    093 12 06.50584(W) AD(       ) 3
 OO1156  NGVD 29 (07/19/86)  380.     (m)         1247.     (f) VERT ANG       
 OO1156
 OO1156.Superseded values are not recommended for survey control.
 OO1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1156.See file dsdata.txt to determine how the superseded data were derived.
 OO1156
 OO1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8357075467(NAD 83)
 OO1156_MARKER: 53 = ELEVATED TANK
 OO1156
 OO1156  HISTORY     - Date     Condition        Report By
 OO1156  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1156
 OO1156                          STATION DESCRIPTION
 OO1156
 OO1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1156'THE MASON CITY WEST MUNICIPAL WATER TANK IS LOCATED IN THE
 OO1156'SOUTHWEST SECTION OF TOWN, ABOUT 0.15 MILE SOUTH-SOUTHWEST
 OO1156'OF THE INTERSECTION OF SOUTH 19TH STREET AND SOUTH FEDERAL
 OO1156'AVENUE, BEHIND THE FIREHOUSE (ENGINE 2).
 OO1156'
 OO1156'THE TANK IS PAINTED LIGHT BLUE WITH A RED CAP, 10 I-BEAM
 OO1156'LEGS, ELLIPSOIDAL TOP AND BOTTOM, ABOUT 85 FEET HIGH WITH A
 OO1156'BALL MOUNTED ON THE CAP, AND THE LEGEND MASON CITY WELCOMES
 OO1156'YOU ON THE NORTHWEST SIDE.  THE BODY OF THE TANK IS TWICE
 OO1156'AS WIDE AS IT IS HIGH.
 OO1156'
 OO1156'THE POINT INTERSECTED WAS THE BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1114 ***********************************************************************
 MJ1114  DESIGNATION -  MASSENA MUNICIPAL TANK
 MJ1114  PID         -  MJ1114
 MJ1114  STATE/COUNTY-  IA/CASS
 MJ1114  USGS QUAD   -  MASSENA (1971)
 MJ1114
 MJ1114                         *CURRENT SURVEY CONTROL
 MJ1114  ___________________________________________________________________
 MJ1114* NAD 83(1996)-  41 15 20.31886(N)    094 46 07.03103(W)     ADJUSTED  
 MJ1114* NAVD 88     -                                                        
 MJ1114  ___________________________________________________________________
 MJ1114  LAPLACE CORR-          -7.66  (seconds)                    DEFLEC99
 MJ1114  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 MJ1114
 MJ1114  HORZ ORDER  -  THIRD
 MJ1114
 MJ1114.The horizontal coordinates were established by classical geodetic methods
 MJ1114.and adjusted by the National Geodetic Survey in May 1999..
 MJ1114
 MJ1114
 MJ1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1114
 MJ1114.The geoid height was determined by GEOID03.
 MJ1114
 MJ1114;                    North         East     Units Scale Factor Converg.
 MJ1114;SPC IA S     -   140,212.940   393,687.123   MT  0.99994882   -0 50 08.3
 MJ1114;UTM  15      - 4,568,644.889   351,829.457   MT  0.99987020   -1 09 59.3
 MJ1114
 MJ1114                          SUPERSEDED SURVEY CONTROL
 MJ1114
 MJ1114  NAD 83(1986)-  41 15 20.31701(N)    094 46 07.05405(W) AD(       ) 4
 MJ1114  NAD 27      -  41 15 20.37900(N)    094 46 06.14000(W) AD(       ) 3
 MJ1114
 MJ1114.Superseded values are not recommended for survey control.
 MJ1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1114.See file dsdata.txt to determine how the superseded data were derived.
 MJ1114
 MJ1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF5182968645(NAD 83)
 MJ1114_MARKER: 53 = ELEVATED TANK
 MJ1114
 MJ1114  HISTORY     - Date     Condition        Report By
 MJ1114  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1114
 MJ1114                          STATION DESCRIPTION
 MJ1114
 MJ1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1114'THIS STATION IS THE MUNICIPAL TANK IN THE VILLAGE OF MASSENA,
 MJ1114'IOWA.  IT IS LOCATED ON A RISE OF GROUND ABOUT 0.2 MILE S OF
 MJ1114'STATE HIGHWAY 2.  ABOUT 70 FEET E MAIN STREET (IOWA HIGHWAY 254),
 MJ1114'IN THE NW CORNER OF THE MUNICPAL PARK, IN NE 1/4 SECTION 33,
 MJ1114'T 75 N, R 34 W.  THE TANK IF VERY PROMINENT AND CAN BE SEEN FOR
 MJ1114'SEVERAL MILES IN ALL DIRECTIONS.  IT WAS ERECTED IN 1927.
 MJ1114'
 MJ1114'THE TANK HAS FOUR BLACK TRUSS-WORK LEGS ABOUT 110 FEET HIGH.
 MJ1114'THE OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET, FROM WHICH A
 MJ1114'BLACK 4-FOOT FEED PIPE JACKET EXTENDS TO THE GROUND.  THE VERTICAL
 MJ1114'SECTION IS BLACK, ABOUT 30 FEET HIGH, AND HAS A CAT WALK AND RAIL
 MJ1114'AROUND ITS BASE.  THE ROOF IS BLACK, FLAT CONICAL, ABOUT 5 FEET
 MJ1114'HIGH AND HAS A BLACK BALL AT ITS APEX.  THE TOTAL HEIGHT IS
 MJ1114'ABOUT 145 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0795 ***********************************************************************
 LD0795  DESIGNATION -  MASSNER
 LD0795  PID         -  LD0795
 LD0795  STATE/COUNTY-  IA/DES MOINES
 LD0795  USGS QUAD   -  SPERRY (1964)
 LD0795
 LD0795                         *CURRENT SURVEY CONTROL
 LD0795  ___________________________________________________________________
 LD0795* NAD 83(1996)-  40 58 18.35077(N)    091 09 59.94998(W)     ADJUSTED  
 LD0795* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 LD0795  ___________________________________________________________________
 LD0795  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 LD0795  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LD0795
 LD0795  HORZ ORDER  -  FIRST
 LD0795
 LD0795.The horizontal coordinates were established by classical geodetic methods
 LD0795.and adjusted by the National Geodetic Survey in May 1999..
 LD0795
 LD0795.The orthometric height was scaled from a topographic map.
 LD0795
 LD0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0795
 LD0795.The geoid height was determined by GEOID03.
 LD0795
 LD0795;                    North         East     Units Scale Factor Converg.
 LD0795;SPC IA S     -   110,546.584   696,368.225   MT  0.99995632   +1 32 13.1
 LD0795;UTM  15      - 4,537,241.118   654,256.833   MT  0.99989287   +1 12 08.4
 LD0795
 LD0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0795!SPC IA S     -   0.99996880  x   0.99995632  =   0.99992512
 LD0795!UTM  15      -   0.99996880  x   0.99989287  =   0.99986167
 LD0795
 LD0795|---------------------------------------------------------------------|
 LD0795| PID    Reference Object                     Distance      Geod. Az  |
 LD0795|                                                           dddmmss.s |
 LD0795| CL9859 MASSNER RM 1                         26.970 METERS 03855     |
 LD0795| CL9858 MASSNER AZ MK                                      2731009.3 |
 LD0795| CL9860 MASSNER RM 2                         35.325 METERS 31548     |
 LD0795|---------------------------------------------------------------------|
 LD0795
 LD0795                          SUPERSEDED SURVEY CONTROL
 LD0795
 LD0795  NAD 83(1986)-  40 58 18.35740(N)    091 09 59.95218(W) AD(       ) 1
 LD0795  NAD 27      -  40 58 18.22770(N)    091 09 59.41890(W) AD(       ) 1
 LD0795
 LD0795.Superseded values are not recommended for survey control.
 LD0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0795.See file dsdata.txt to determine how the superseded data were derived.
 LD0795
 LD0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5425737241(NAD 83)
 LD0795_MARKER: DS = TRIANGULATION STATION DISK
 LD0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0795
 LD0795  HISTORY     - Date     Condition        Report By
 LD0795  HISTORY     - 1955     MONUMENTED       CGS
 LD0795
 LD0795                          STATION DESCRIPTION
 LD0795
 LD0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0795'THE STATION IS LOCATED AIRLINE, ABOUT 12 MILES NORTH-NORTHWEST
 LD0795'OF BURLINGTON, ABOUT 2.5 MILES SOUTH OF MEDIAOPLIS AND ABOUT
 LD0795'0.15 MILE EAST OF U.S. HIGHWAY 61 AT THE FARM HOME OF MR.
 LD0795'ADOLPH MASSNER.
 LD0795'
 LD0795'THE STATION IS A STANDARD DISK STAMPED MASSNER 1955 SET IN
 LD0795'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT 1
 LD0795'FOOT BELOW THE SURFACE OF THE GROUND.  IT IS ABOUT 130 FEET
 LD0795'SOUTH OF THE SOUTH SIDE OF THE FARM HOME, 50 FEET SOUTH OF
 LD0795'THE CENTER LINE OF THE ENTRANCE ROAD TO THE FARM HOME AND
 LD0795'40 FEET SOUTH OF A WHITE WITNESS POST.
 LD0795'
 LD0795'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MASSNER NO
 LD0795'1 1955 SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK WHICH LEADS
 LD0795'FROM THE GARAGE TO THE FARM HOME.  IT IS 2 FEET NORTHWEST
 LD0795'OF THE SOUTHWEST CORNER OF THE GARAGE.
 LD0795'
 LD0795'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MASSNER NO
 LD0795'2 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 LD0795'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION
 LD0795'AS THE STATION.  IT IS 30 FEET NORTH OF THE CENTER LINE OF
 LD0795'THE ENTRANCE ROAD TO THE FARM HOME AND 3 FEET SOUTH-SOUTHEAST
 LD0795'OF A FENCE CORNER.
 LD0795'
 LD0795'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MASSNER 1955
 LD0795'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 LD0795'ABOUT FLUSH WITH THE GROUND.  IT IS 35 FEET NORTH OF THE CENTER
 LD0795'LINE OF A GRAVELED ROAD, 22 FEET WEST OF THE CENTER LINE
 LD0795'OF AN ENTRANCE ROAD TO A FARM HOME AND 1 FOOT EAST OF A FENCE
 LD0795'CORNER.
 LD0795'
 LD0795'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 LD0795'ENTRANCE ROAD FOR 0.15 MILE TO U.S. HIGHWAY 61.  CONTINUE
 LD0795'WEST ON A GRAVELED ROAD FOR 0.3 MILE TO A SIDE ROAD, RIGHT
 LD0795'WHICH IS AN ENTRANCE ROAD TO A FARM HOME AND THE AZIMUTH
 LD0795'MARK ON THE RIGHT, NORTH SIDE.
 LD0795'
 LD0795'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 34
 LD0795'AND 61 IN WEST BURLINGTON, GO NORTH AND NORTHWEST ON U.S.
 LD0795'HIGHWAY 61 FOR 6.0 MILES TO THE EXCELSIOR SCHOOL HOUSE ON THE
 LD0795'LEFT, WEST SIDE.  CONTINUE NORTH ON THE HIGHWAY FOR 6.5 MILES
 LD0795'TO A GRAVELED SIDE ROAD ON THE LEFT, WEST SIDE AND AN ENTRANCE
 LD0795'ROAD ON THE RIGHT, EAST SIDE WHICH LEADS TO THE FARM HOME
 LD0795'OF MR. ADOLPH MASSNER.  TURN RIGHT AND GO EAST ON THE ENTRANCE
 LD0795'ROAD FOR 0.15 MILE TO THE FARM YARD, A WHITE WITNESS POST
 LD0795'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0901 ***********************************************************************
 ON0901  DESIGNATION -  MATTER RESET
 ON0901  PID         -  ON0901
 ON0901  STATE/COUNTY-  IA/WINNESHIEK
 ON0901  USGS QUAD   -  DECORAH (1981)
 ON0901
 ON0901                         *CURRENT SURVEY CONTROL
 ON0901  ___________________________________________________________________
 ON0901* NAD 83(1996)-  43 20 20.95062(N)    091 46 46.94354(W)     ADJUSTED  
 ON0901* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 ON0901  ___________________________________________________________________
 ON0901  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 ON0901  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ON0901
 ON0901  HORZ ORDER  -  SECOND
 ON0901
 ON0901.The horizontal coordinates were established by classical geodetic methods
 ON0901.and adjusted by the National Geodetic Survey in May 1999..
 ON0901
 ON0901.The orthometric height was scaled from a topographic map.
 ON0901
 ON0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0901
 ON0901.The geoid height was determined by GEOID03.
 ON0901
 ON0901;                    North         East     Units Scale Factor Converg.
 ON0901;SPC IA N     - 1,205,714.546 1,639,492.744   MT  1.00001405   +1 09 57.3
 ON0901;SPC MN S     -   140,131.093   980,046.442   MT  1.00012577   +1 33 22.6
 ON0901;UTM  15      - 4,799,201.269   598,915.749   MT  0.99972036   +0 50 15.3
 ON0901
 ON0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0901!SPC IA N     -   0.99994984  x   1.00001405  =   0.99996389
 ON0901!SPC MN S     -   0.99994984  x   1.00012577  =   1.00007560
 ON0901!UTM  15      -   0.99994984  x   0.99972036  =   0.99967021
 ON0901
 ON0901|---------------------------------------------------------------------|
 ON0901| PID    Reference Object                     Distance      Geod. Az  |
 ON0901|                                                           dddmmss.s |
 ON0901| CI5949 MATTER RM 1                          22.913 METERS 02948     |
 ON0901| CI5951 MATTER RM 3                          49.387 METERS 03735     |
 ON0901| CI5950 MATTER RM 2                          22.808 METERS 09945     |
 ON0901| ON0865 GLENWOOD LUTHERAN CHURCH SPIRE      APPROX.13.3 KM 1173818.2 |
 ON0901| ON0880 WASHINGTON PRAIRIE LUTH CH          APPROX.11.7 KM 1631918.0 |
 ON0901| ON0883 OSSIAN MUNICIPAL TANK               APPROX.21.5 KM 1763851.2 |
 ON0901| ON0903 DECORAH RADIO STA KAA 353 MAST      APPROX. 2.7 KM 1943910.3 |
 ON0901| CI5948 MATTER AZ MK                                       2275727.3 |
 ON0901| CI5952 MATTER RM 4                          18.826 METERS 24237     |
 ON0901|---------------------------------------------------------------------|
 ON0901
 ON0901                          SUPERSEDED SURVEY CONTROL
 ON0901
 ON0901  NAD 83(1996)-  43 20 20.95062(N)    091 46 46.94353(W) AD(       ) 2
 ON0901  NAD 83(1986)-  43 20 20.94318(N)    091 46 46.94309(W) AD(       ) 2
 ON0901  NAD 27      -  43 20 21.04850(N)    091 46 46.39360(W) AD(       ) 2
 ON0901
 ON0901.Superseded values are not recommended for survey control.
 ON0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0901.See file dsdata.txt to determine how the superseded data were derived.
 ON0901
 ON0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9891699201(NAD 83)
 ON0901_MARKER: DS = TRIANGULATION STATION DISK
 ON0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0901_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON0901
 ON0901  HISTORY     - Date     Condition        Report By
 ON0901  HISTORY     - 1976     MONUMENTED       NGS
 ON0901
 ON0901                          STATION DESCRIPTION
 ON0901
 ON0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 ON0901'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH
 ON0901'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE
 ON0901'STATION MARK WAS FOUND CHIPPED AND PUSHED OUT OF
 ON0901'POSITION.  REFERENCE MARK 1 WAS FOUND ON BACKSLOPE OF ROAD DITCH
 ON0901'AND PARTLY EXPOSED AND WILL BE REMOVED BY THE COUNTY MAINTENANCE
 ON0901'DEPARTMENT.  REFERENCE MARK 2 MIGHT BE COVERED WITH GRAVEL IN
 ON0901'THE FUTURE AS IT IS IN A PARKING LOT AREA.  THE SURFACE STATION
 ON0901'MARK WAS REMOVED AND A NEW SURFACE STATION MARK WAS SET
 ON0901'DIRECTLY ABOVE THE UNDERGROUND MARK AND REFERENCE MARKS 3 AND 4
 ON0901'WERE SET.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 WAS
 ON0901'VERIFIED.
 ON0901'
 ON0901'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 ON0901'
 ON0901'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF DECORAH, IN
 ON0901'DECORAH TOWNSHIP, IN THE NW 1/4 OF SEC. 3, T 98 N, R 8 W AND ON
 ON0901'PROPERTY OWNED BY MR. LEONARD MATTERS, ROUTE 2, DECORAH, IOWA
 ON0901'52101.
 ON0901'
 ON0901'TO REACH THE STATION FROM THE INTERSECTION OF COURT ST AND W
 ON0901'WATER ST ONE BLOCK NORTH OF THE COURTHOUSE IN DECORAH, GO WEST ON
 ON0901'W WATER ST FOR 0.3 MILE TO COLLEGE DR ON THE RIGHT, TURN RIGHT
 ON0901'AND GO NORTHERLY ON COLLEGE DR FOR 0.4 MILE TO NORTH STREET AND
 ON0901'COUNTY ROUTE W-38 ON THE RIGHT, TURN RIGHT AND GO NORTHEASTERLY
 ON0901'ON W-38 FOR 1.95 MILES TO ROAD FORKS AND THE AZIMUTH MARK ON THE
 ON0901'LEFT, TAKE THE RIGHT FORK AND CONTINUE NORTHEASTERLY ON W-38
 ON0901'FOR 0.5 MILE TO MATTER BALLROOM AND THE STATION ON THE RIGHT.
 ON0901'
 ON0901'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED MATTER 1961
 ON0901'1976, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS 6
 ON0901'INCHES BELOW THE GROUND SURFACE.  IT IS 67.5 FEET SOUTHEAST OF THE
 ON0901'CENTER OF W-38, 20.5 FEET EAST OF A METAL WITNESS POST AND 18
 ON0901'FEET SOUTHEAST OF A POWER POLE.  THE UNDERGROUND DISK IS SET IN
 ON0901'AN IRREGULAR MASS OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND
 ON0901'SURFACE AND IS STAMPED MATTER 1961.  A 3/4 INCH REBAR, 3
 ON0901'FEET IN LENGTH WAS PLACED IN THE SURFACE CONCRETE POST.
 ON0901'
 ON0901'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MATTER NO 2 1961,
 ON0901'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 ON0901'WITH THE GROUND SURFACE.  IT IS 131 FEET SOUTHEAST OF THE CENTER
 ON0901'OF W-38.
 ON0901'
 ON0901'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK,
 ON0901'STAMPED MATTER 1961 NO 3 1976, AND SET FLUSH WITH THE GROUND
 ON0901'SURFACE.  IT IS 58 FEET SOUTHWEST OF THE POWER POLE, 50 FEET
 ON0901'SOUTHEAST OF THE CENTER OF W-38, AND 1 FOOT NORTHEAST OF A METAL
 ON0901'WITNESS POST.
 ON0901'
 ON0901'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK,
 ON0901'STAMPED MATTER 1961 NO 4 1976, AND SET FLUSH WITH THE GROUND
 ON0901'SURFACE.  IT IS 43.7 FEET SOUTHEAST OF THE CENTER OF W-38, 37 FEET
 ON0901'SOUTHWEST OF THE CENTER OF A SURFACED DRIVEWAY TO MATTER BALLROOM
 ON0901'BUILDING AND 5 FEET SOUTHWEST OF A POWER POLE.
 ON0901'
 ON0901'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MATTER 1961, SET IN
 ON0901'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 ON0901'ABOVE THE GROUND SURFACE.  IT IS 92 FEET NORTHWEST OF THE ROAD
 ON0901'INTERSECTION, 44 FEET WEST OF THE CENTER OF SURFACED W-38, 7 FEET
 ON0901'EAST OF A FENCELINE, 7 FEET SOUTHEAST OF A METAL WITNESS POST
 ON0901'AND 3 FEET NORTH OF A POWER POLE.
 ON0901'
 ON0901'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ON0901'ABOUT 2-1/2 MILES NE OF DECORAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0588 ***********************************************************************
 MH0588  DESIGNATION -  MATTISON
 MH0588  PID         -  MH0588
 MH0588  STATE/COUNTY-  IA/JASPER
 MH0588  USGS QUAD   -  OAKLAND ACRES (1980)
 MH0588
 MH0588                         *CURRENT SURVEY CONTROL
 MH0588  ___________________________________________________________________
 MH0588* NAD 83(1996)-  41 43 02.92010(N)    092 48 26.05085(W)     ADJUSTED  
 MH0588* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 MH0588  ___________________________________________________________________
 MH0588  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 MH0588  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 MH0588
 MH0588  HORZ ORDER  -  FIRST
 MH0588
 MH0588.The horizontal coordinates were established by classical geodetic methods
 MH0588.and adjusted by the National Geodetic Survey in May 1999..
 MH0588
 MH0588.The orthometric height was scaled from a topographic map.
 MH0588
 MH0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0588
 MH0588.The geoid height was determined by GEOID03.
 MH0588
 MH0588;                    North         East     Units Scale Factor Converg.
 MH0588;SPC IA S     -   190,958.132   557,647.933   MT  0.99998897   +0 27 22.8
 MH0588;SPC IA N     - 1,024,393.329 1,557,653.242   MT  1.00008168   +0 28 10.3
 MH0588;UTM  15      - 4,618,426.833   516,034.651   MT  0.99960316   +0 07 41.8
 MH0588
 MH0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0588!SPC IA S     -   0.99995607  x   0.99998897  =   0.99994504
 MH0588!SPC IA N     -   0.99995607  x   1.00008168  =   1.00003774
 MH0588!UTM  15      -   0.99995607  x   0.99960316  =   0.99955925
 MH0588
 MH0588:                Primary Azimuth Mark                     Grid Az
 MH0588:SPC IA S     -  GILMAN MUNICIPAL TANK                    004 44 17.2
 MH0588:SPC IA N     -  GILMAN MUNICIPAL TANK                    004 43 29.7
 MH0588:UTM  15      -  GILMAN MUNICIPAL TANK                    005 03 58.2
 MH0588
 MH0588|---------------------------------------------------------------------|
 MH0588| PID    Reference Object                     Distance      Geod. Az  |
 MH0588|                                                           dddmmss.s |
 MH0588| MH0591 GILMAN MUNICIPAL TANK               APPROX.17.9 KM 0051140.0 |
 MH0588| MH0601 NEWBERG GRAIN ELEV NW CORNER        APPROX.11.3 KM 0135802.6 |
 MH0588| MH0587 GRINNEL COLLEGE STACK               APPROX. 8.0 KM 0650425.0 |
 MH0588| MH0583 GRINNEL SPAULDING CO STACK          APPROX. 7.0 KM 0664056.3 |
 MH0588| MH0584 GRINNEL CONG CHURCH SPIRE           APPROX. 7.5 KM 0672431.6 |
 MH0588| MH0586 GRINNEL MUNICIPAL TANK              APPROX. 7.3 KM 0694443.3 |
 MH0588| MH0585 GRINNEL AIR BEACON                  APPROX.10.0 KM 0812756.8 |
 MH0588| CL9864 MATTISON RM 1                        29.560 METERS 18017     |
 MH0588| MH0610 NEWTON MUNICIPAL TANK               APPROX.20.8 KM 2641926.9 |
 MH0588| CL9865 MATTISON RM 2                                      26518     |
 MH0588| MH0614 NEWTON MAYTAG CO TANK               APPROX.20.9 KM 2652319.9 |
 MH0588| MH0615 NEWTON MAYTAG CO STACK              APPROX.21.1 KM 2653559.4 |
 MH0588| MH0612 NEWTON AIR BEACON                   APPROX.18.7 KM 2654053.7 |
 MH0588| MH0590 KELLOG AIR BEACON                   APPROX. 5.7 KM 2693352.0 |
 MH0588| MH0589 KELLOG MUNICIPAL TANK               APPROX. 8.3 KM 2711749.4 |
 MH0588| MH0611 HAMMER                              APPROX.17.5 KM 2762818.1 |
 MH0588|---------------------------------------------------------------------|
 MH0588
 MH0588                          SUPERSEDED SURVEY CONTROL
 MH0588
 MH0588  NAD 83(1986)-  41 43 02.92695(N)    092 48 26.05387(W) AD(       ) 1
 MH0588  NAD 27      -  41 43 02.95200(N)    092 48 25.36700(W) AD(       ) 1
 MH0588
 MH0588.Superseded values are not recommended for survey control.
 MH0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0588.See file dsdata.txt to determine how the superseded data were derived.
 MH0588
 MH0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1603518427(NAD 83)
 MH0588_MARKER: DS = TRIANGULATION STATION DISK
 MH0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0588
 MH0588  HISTORY     - Date     Condition        Report By
 MH0588  HISTORY     - 1930     MONUMENTED       CGS
 MH0588  HISTORY     - 1975     MARK NOT FOUND   NGS
 MH0588
 MH0588                          STATION DESCRIPTION
 MH0588
 MH0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0588'STATION IS ABOUT 5-1/2 MILES S OF W OF GRINNELL, IN PASTURE
 MH0588'LAND, JUST N OF HIGHWAY 32 WHICH PASSES THROUGH NEWTON AND
 MH0588'GRINNELL, AND IS ON LAND OWNED BY F.E. MATTISON, AND IS
 MH0588'ABOUT 400 FEET W OF HIS HOUSE, IN THE SE 1/4 SEC. 22, T 80 N,
 MH0588'R 17 W.  THE MARK IS DEPRESSED 12 INCHES AT A POINT 40.1
 MH0588'METERS N OF THE ROAD, AND 17.4 METERS W OF A FENCE.  THERE
 MH0588'IS ONE FENCE LINE 30.0 METERS S OF THE STATION AND ONE 11.4
 MH0588'METERS N.
 MH0588'
 MH0588'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MH0588'DISKS SET IN CONCRETE.
 MH0588'
 MH0588'REFERENCE MARK NO. 1 IS S OF THE STATION, 0.43 METER N OF
 MH0588'THE FENCE, 10.5 METERS N OF THE CENTER LINE OF THE HIGHWAY,
 MH0588'AND IS 8 INCHES ABOVE THE SURFACE.  REFERENCE MARK NO. 2
 MH0588'IS SW OF THE STATION, 0.42 METER N OF THE FENCE, 10.5 METERS
 MH0588'N OF THE CENTER LINE OF THE HIGHWAY, AND IS 8 INCHES ABOVE
 MH0588'THE SURFACE.
 MH0588'
 MH0588'TO REACH FROM GRINNELL GO W 5-1/2 MILES ON THE ROAD TO NEWTON
 MH0588'TO THE SUMMIT OF THE HILL 400 FEET W OF MR. MATTISONS HOUSE.
 MH0588'THE MARK IS N OF THE HIGHWAY AT THIS POINT AS DESCRIBED
 MH0588'ABOVE.
 MH0588'
 MH0588'HEIGHT OF SIGNAL ABOVE STATION MARK - 41 METERS.
 MH0588
 MH0588                          STATION RECOVERY (1975)
 MH0588
 MH0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MH0588'THIS DATE THE PROPERTY OWNERS, MR. D.A. AND MRS. MARY A. COOK WERE
 MH0588'CONTACTED AND WOULD ASSIST IN THE RECOVERY OF THE STATION MARK BEING
 MH0588'THE OLD TIES ARE GONE IN THE AREA, BUT THE AREA IS IN BEANS THIS
 MH0588'DATE AND THE SEARCH FOR THE STATION MARK WOULD NEED TO TAKE PLACE
 MH0588'WHEN THE CROP IS HARVESTED.  REFERENCE MARK 1 WAS NOT FOUND AND IT
 MH0588'IS BELIEVED THE MARK WAS DESTROYED BY ROAD CONSTRUCTION.  THE TOP
 MH0588'PART OF THE REFERENCE MARK 2 CONCRETE MONUMENT WITH DISK WAS
 MH0588'FOUND ON TOP THE GROUND IN A FENCELINE.
 MH0588'
 MH0588'ANOTHER ATTEMPT TO RECOVER THE STATION MARK WILL BE MADE AT A LATER
 MH0588'DATE.
 MH0588'
 MH0588'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2 MILES
 MH0588'SOUTH OF GRINNELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1628 ***********************************************************************
 NM1628  DESIGNATION -  MAURICE
 NM1628  PID         -  NM1628
 NM1628  STATE/COUNTY-  IA/SIOUX
 NM1628  USGS QUAD   -  MAURICE (1985)
 NM1628
 NM1628                         *CURRENT SURVEY CONTROL
 NM1628  ___________________________________________________________________
 NM1628* NAD 83(1996)-  42 59 50.87096(N)    096 08 11.98779(W)     ADJUSTED  
 NM1628* NAVD 88     -       435.     (meters)    1427.     (feet)  SCALED    
 NM1628  ___________________________________________________________________
 NM1628  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 NM1628  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 NM1628
 NM1628  HORZ ORDER  -  THIRD
 NM1628
 NM1628.The horizontal coordinates were established by classical geodetic methods
 NM1628.and adjusted by the National Geodetic Survey in May 1999..
 NM1628
 NM1628.The orthometric height was scaled from a topographic map.
 NM1628
 NM1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1628
 NM1628.The geoid height was determined by GEOID03.
 NM1628
 NM1628;                    North         East     Units Scale Factor Converg.
 NM1628;SPC IA N     - 1,169,687.993 1,285,038.129   MT  0.99996190   -1 47 13.1
 NM1628;UTM  14      - 4,764,512.215   733,402.391   MT  1.00027023   +1 57 12.9
 NM1628
 NM1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1628!SPC IA N     -   0.99993590  x   0.99996190  =   0.99989780
 NM1628!UTM  14      -   0.99993590  x   1.00027023  =   1.00020611
 NM1628
 NM1628|---------------------------------------------------------------------|
 NM1628| PID    Reference Object                     Distance      Geod. Az  |
 NM1628|                                                           dddmmss.s |
 NM1628| CO4032 MAURICE RM 1                         22.622 METERS 08633     |
 NM1628| CO4031 MAURICE AZ MK                                      2682149.1 |
 NM1628| CO4033 MAURICE RM 2                         22.220 METERS 27125     |
 NM1628| OQ0609 SIOUX CENTER FIRST REFORMED CH      APPROX. 9.1 KM 3393414.9 |
 NM1628| OQ0607 SIOUX CENTER MUNICIPAL TANK         APPROX. 9.8 KM 3404403.2 |
 NM1628|---------------------------------------------------------------------|
 NM1628
 NM1628                          SUPERSEDED SURVEY CONTROL
 NM1628
 NM1628  NAD 83(1996)-  42 59 50.87096(N)    096 08 11.98779(W) AD(       ) 3
 NM1628  NAD 83(1996)-  42 59 50.87073(N)    096 08 11.98511(W) AD(       ) 3
 NM1628  NAD 83(1996)-  42 59 50.87011(N)    096 08 11.98378(W) AD(       ) 3
 NM1628  NAD 83(1986)-  42 59 50.87207(N)    096 08 11.97954(W) AD(       ) 3
 NM1628  NAD 27      -  42 59 50.92000(N)    096 08 10.90900(W) AD(       ) 3
 NM1628
 NM1628.Superseded values are not recommended for survey control.
 NM1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1628.See file dsdata.txt to determine how the superseded data were derived.
 NM1628
 NM1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3340264512(NAD 83)
 NM1628_MARKER: DS = TRIANGULATION STATION DISK
 NM1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1628
 NM1628  HISTORY     - Date     Condition        Report By
 NM1628  HISTORY     - 1949     MONUMENTED       CGS
 NM1628
 NM1628                          STATION DESCRIPTION
 NM1628
 NM1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1628'STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF ORANGE CITY
 NM1628'AND 3-1/2 MILES NORTHEAST OF MAURICE ON THE RIGHT OF WAY OF
 NM1628'STATE HIGHWAY 10.  STATION IS 55 FEET NORTH OF THE CENTERLINE
 NM1628'OF HIGHWAY, 13 FEET WEST OF A POWER POLE AND 4 FEET SOUTH
 NM1628'OF FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 NM1628'IS STAMPED MAURICE 1949.
 NM1628'
 NM1628'REFERENCE MARK NO. 1 IS 59 FEET NORTH OF THE CENTERLINE OF
 NM1628'HIGHWAY AND 1 FOOT SOUTH OF FENCE.  THE MARK IS FLUSH WITH
 NM1628'THE GROUND AND THE DISK IS STAMPED MAURICE NO 1 1949.
 NM1628'
 NM1628'REFERENCE MARK NO. 2 IS 59 FEET NORTH OF THE CENTERLINE OF
 NM1628'HIGHWAY AND 1 FOOT SOUTH OF FENCE.  THE MARK IS FLUSH WITH
 NM1628'THE GROUND AND THE DISK IS STAMPED MAURICE NO 2 1949.
 NM1628'
 NM1628'AZIMUTH MARK IS 48 FEET NORTH OF THE CENTERLINE OF HIGHWAY,
 NM1628'28 FEET EAST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY,
 NM1628'1 FOOT EAST OF A POWER POLE AND 1 FOOT SOUTH OF FENCE.  THE
 NM1628'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED MAURICE
 NM1628'1949.
 NM1628'
 NM1628'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE
 NM1628'HIGHWAY 10 ABOUT 2 MILES NORTH OF MAURICE GO EAST ON STATE
 NM1628'HIGHWAY 10 FOR 1.8 MILES TO AZIMUTH ON LEFT OR NORTH SIDE
 NM1628'OF HIGHWAY AS DESCRIBED.  CONTINUE EAST FOR 0.25 MILE TO
 NM1628'STATION ON LEFT OR NORTH SIDE OF HIGHWAY AS DESCRIBED.
 NM1628'
 NM1628'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1627 ***********************************************************************
 NM1627  DESIGNATION -  MAURICE MUNICIPAL TANK
 NM1627  PID         -  NM1627
 NM1627  STATE/COUNTY-  IA/SIOUX
 NM1627  USGS QUAD   -  MAURICE (1985)
 NM1627
 NM1627                         *CURRENT SURVEY CONTROL
 NM1627  ___________________________________________________________________
 NM1627* NAD 83(1996)-  42 58 14.16522(N)    096 10 47.90254(W)     ADJUSTED  
 NM1627* NAVD 88     -                                                        
 NM1627  ___________________________________________________________________
 NM1627  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 NM1627  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 NM1627
 NM1627  HORZ ORDER  -  THIRD
 NM1627
 NM1627.The horizontal coordinates were established by classical geodetic methods
 NM1627.and adjusted by the National Geodetic Survey in May 1999..
 NM1627
 NM1627
 NM1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1627
 NM1627.The geoid height was determined by GEOID03.
 NM1627
 NM1627;                    North         East     Units Scale Factor Converg.
 NM1627;SPC IA N     - 1,166,816.397 1,281,413.769   MT  0.99995932   -1 48 58.8
 NM1627;SPC NE       -   355,238.682   811,531.621   MT  0.99998664   +2 31 53.5
 NM1627;UTM  14      - 4,761,409.393   729,972.031   MT  1.00025067   +1 55 22.9
 NM1627
 NM1627                          SUPERSEDED SURVEY CONTROL
 NM1627
 NM1627  NAD 83(1996)-  42 58 14.16523(N)    096 10 47.90254(W) AD(       ) 4
 NM1627  NAD 83(1996)-  42 58 14.16475(N)    096 10 47.90037(W) AD(       ) 4
 NM1627  NAD 83(1996)-  42 58 14.16450(N)    096 10 47.89858(W) AD(       ) 4
 NM1627  NAD 83(1986)-  42 58 14.16664(N)    096 10 47.89410(W) AD(       ) 4
 NM1627  NAD 27      -  42 58 14.21000(N)    096 10 46.82000(W) AD(       ) 3
 NM1627
 NM1627.Superseded values are not recommended for survey control.
 NM1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1627.See file dsdata.txt to determine how the superseded data were derived.
 NM1627
 NM1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN2997261409(NAD 83)
 NM1627_MARKER: 53 = ELEVATED TANK
 NM1627
 NM1627  HISTORY     - Date     Condition        Report By
 NM1627  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1627
 NM1627                          STATION DESCRIPTION
 NM1627
 NM1627'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0631 ***********************************************************************
 MH0631  DESIGNATION -  MAXWELL MUN WATER TANK
 MH0631  PID         -  MH0631
 MH0631  STATE/COUNTY-  IA/STORY
 MH0631  USGS QUAD   -  MAXWELL (1975)
 MH0631
 MH0631                         *CURRENT SURVEY CONTROL
 MH0631  ___________________________________________________________________
 MH0631* NAD 83(1996)-  41 53 14.72100(N)    093 24 01.66963(W)     ADJUSTED  
 MH0631* NAVD 88     -                                                        
 MH0631  ___________________________________________________________________
 MH0631  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 MH0631  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 MH0631
 MH0631  HORZ ORDER  -  THIRD
 MH0631
 MH0631.The horizontal coordinates were established by classical geodetic methods
 MH0631.and adjusted by the National Geodetic Survey in May 1999..
 MH0631
 MH0631
 MH0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0631
 MH0631.The geoid height was determined by GEOID03.
 MH0631
 MH0631;                    North         East     Units Scale Factor Converg.
 MH0631;SPC IA N     - 1,043,038.742 1,508,261.477   MT  1.00003736   +0 04 02.9
 MH0631;SPC IA S     -   209,609.029   508,261.335   MT  1.00002014   +0 03 56.0
 MH0631;UTM  15      - 4,637,354.519   466,776.119   MT  0.99961358   -0 16 02.6
 MH0631
 MH0631                          SUPERSEDED SURVEY CONTROL
 MH0631
 MH0631  NAD 83(1986)-  41 53 14.72282(N)    093 24 01.67430(W) AD(       ) 4
 MH0631  NAD 27      -  41 53 14.76489(N)    093 24 00.91352(W) AD(       ) 3
 MH0631
 MH0631.Superseded values are not recommended for survey control.
 MH0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0631.See file dsdata.txt to determine how the superseded data were derived.
 MH0631
 MH0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG6677637355(NAD 83)
 MH0631_MARKER: 53 = ELEVATED TANK
 MH0631
 MH0631  HISTORY     - Date     Condition        Report By
 MH0631  HISTORY     - 1969     FIRST OBSERVED   CGS
 MH0631
 MH0631                          STATION DESCRIPTION
 MH0631
 MH0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0631'THE STATION IS THE RED LIGHT LOCATED ATOP THE MAXWELL, MUNICIPAL
 MH0631'WATER TANK, IT IS LOCATED IN THE CENTER OF THE SMALL TOWN OF
 MH0631'MAXWELL JUST 1 BLOCK WEST OF THE MAIN STREET.  THE TANK IS
 MH0631'CYLINDRICAL IN SHAPE, SUPPORTED BY FOUR LEGS AND PAINTED
 MH0631'ALUMINUM IN COLOR.  THE TANK IS 120 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0827 ***********************************************************************
 NJ0827  DESIGNATION -  MAY
 NJ0827  PID         -  NJ0827
 NJ0827  STATE/COUNTY-  IA/FAYETTE
 NJ0827  USGS QUAD   -  OELWEIN (1981)
 NJ0827
 NJ0827                         *CURRENT SURVEY CONTROL
 NJ0827  ___________________________________________________________________
 NJ0827* NAD 83(1996)-  42 44 39.61099(N)    091 55 42.48295(W)     ADJUSTED  
 NJ0827* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 NJ0827  ___________________________________________________________________
 NJ0827  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 NJ0827  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 NJ0827
 NJ0827  HORZ ORDER  -  THIRD
 NJ0827
 NJ0827.The horizontal coordinates were established by classical geodetic methods
 NJ0827.and adjusted by the National Geodetic Survey in May 1999..
 NJ0827
 NJ0827.The orthometric height was scaled from a topographic map.
 NJ0827
 NJ0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0827
 NJ0827.The geoid height was determined by GEOID03.
 NJ0827
 NJ0827;                    North         East     Units Scale Factor Converg.
 NJ0827;SPC IA N     - 1,139,412.735 1,628,659.971   MT  0.99994626   +1 03 54.4
 NJ0827;UTM  15      - 4,732,981.066   587,700.500   MT  0.99969462   +0 43 38.4
 NJ0827
 NJ0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0827!SPC IA N     -   0.99994930  x   0.99994626  =   0.99989556
 NJ0827!UTM  15      -   0.99994930  x   0.99969462  =   0.99964393
 NJ0827
 NJ0827|---------------------------------------------------------------------|
 NJ0827| PID    Reference Object                     Distance      Geod. Az  |
 NJ0827|                                                           dddmmss.s |
 NJ0827| NJ0828 WESTGATE LAPLACE AZ MK               10.524 METERS 08729     |
 NJ0827| CI5953 MAY AZ MK                                          2753527.9 |
 NJ0827| CI5954 MAY RM 1                             21.160 METERS 35613     |
 NJ0827|---------------------------------------------------------------------|
 NJ0827
 NJ0827                          SUPERSEDED SURVEY CONTROL
 NJ0827
 NJ0827  NAD 83(1996)-  42 44 39.61065(N)    091 55 42.48250(W) AD(       ) 3
 NJ0827  NAD 83(1986)-  42 44 39.60135(N)    091 55 42.48303(W) AD(       ) 3
 NJ0827  NAD 27      -  42 44 39.66590(N)    091 55 41.86720(W) AD(       ) 3
 NJ0827
 NJ0827.Superseded values are not recommended for survey control.
 NJ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0827.See file dsdata.txt to determine how the superseded data were derived.
 NJ0827
 NJ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8770132981(NAD 83)
 NJ0827_MARKER: DS = TRIANGULATION STATION DISK
 NJ0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0827
 NJ0827  HISTORY     - Date     Condition        Report By
 NJ0827  HISTORY     - 1961     MONUMENTED       CGS
 NJ0827
 NJ0827                          STATION DESCRIPTION
 NJ0827
 NJ0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0827'THE STATION IS ABOUT 4-1/2 MILES NORTH OF OELWEIN, ABOUT 4 MILES
 NJ0827'SOUTHEAST OF WESTGATE, ABOUT 3-1/4 MILES SOUTHWEST OF MAYNARD, IN
 NJ0827'THE NORTHEAST 1/4 OF SEC. 32, T. 92 N., R. 9 W., AND ON THE
 NJ0827'PROPERTY OF MR. JOHN MICHELS.  IT IS 58 FEET WEST OF THE
 NJ0827'CENTERLINE OF A DRIVEWAY, 41 FEET WEST OF THE NORTHEAST CORNER
 NJ0827'OF THE EAST MACHINE SHED, 37 FEET SOUTH OF THE CENTERLINE OF A
 NJ0827'GRAVELED ROAD, AND 12 FEET NORTH OF THE NORTH SIDE OF THE
 NJ0827'EAST MACHINE SHED.  THE MONUMENT IS FLUSH AND THE DISK IS
 NJ0827'STAMPED MAY 1961.
 NJ0827'
 NJ0827'TO REACH FROM THE RAILROAD CROSSING, JUST SOUTH OF THE DEPOT
 NJ0827'IN MAYNARD, GO EAST ON STATE HIGHWAY 150 FOR 0.9 MILE TO
 NJ0827'THE JUNCTION OF STATE HIGHWAYS 150 AND 295.  KEEP LEFT AND GO
 NJ0827'SOUTH ON STATE HIGHWAY 150 FOR 2.0 MILES TO A CROSSROAD.  TURN
 NJ0827'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO A
 NJ0827'CROSSROAD.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.3 MILE TO A
 NJ0827'DRIVEWAY LEFT AND THE STATION ON THE LEFT.
 NJ0827'
 NJ0827'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 NJ0827'GRAVELED ROAD FOR 0.55 MILE TO A LARGE BOULDER ON THE RIGHT
 NJ0827'IN A CULTIVATED FIELD AND THE AZIMUTH MARK, JUST BEFORE
 NJ0827'REACHING A CROSSROAD.
 NJ0827'
 NJ0827'REFERENCE MARK 1 IS 34 FEET WEST OF A POWER POLE WITH A
 NJ0827'TRANSFORMER, 32 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 NJ0827'ROAD, 2 FEET WEST OF A WITNESS POST, AND 6 INCHES SOUTH OF A
 NJ0827'WIRE FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 NJ0827'STAMPED MAY NO 1 1961.
 NJ0827'
 NJ0827'WESTGATE AZIMUTH MARK 1934 WAS USED AS A REFERENCE MARK
 NJ0827'AT THIS STATION.  IT IS 36 FEET SOUTH OF THE CENTERLINE OF
 NJ0827'THE GRAVELED ROAD, 22 FEET WEST OF THE CENTERLINE OF THE
 NJ0827'DRIVEWAY, AND 12 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER
 NJ0827'OF THE EAST MACHINE SHED.  THE MONUMENT PROJECTS 4 INCHES AND
 NJ0827'THE DISK IS STAMPED WESTGATE INITIAL AZIMUTH 1934.
 NJ0827'
 NJ0827'THE AZIMUTH MARK IS CEMENTED IN A DRILLED HOLE IN THE SOUTH
 NJ0827'SIDE OF A 14 X 10 FOOT BOULDER, THAT PROJECTS 6 FEET.  IT IS
 NJ0827'286 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 253
 NJ0827'FEET NORTH-NORTHWEST OF A POWER POLE, 252 FEET NORTH OF A
 NJ0827'WIRE FENCE, AND 4 FEET NORTHEAST OF A WITNESS POST.  THE DISK
 NJ0827'IS STAMPED MAY 1961.
 NJ0827'
 NJ0827'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0637 ***********************************************************************
 MH0637  DESIGNATION -  MAY
 MH0637  PID         -  MH0637
 MH0637  STATE/COUNTY-  IA/LUCAS
 MH0637  USGS QUAD   -  WELLER (1982)
 MH0637
 MH0637                         *CURRENT SURVEY CONTROL
 MH0637  ___________________________________________________________________
 MH0637* NAD 83(1996)-  41 01 08.61928(N)    093 06 22.99508(W)     ADJUSTED  
 MH0637* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 MH0637  ___________________________________________________________________
 MH0637  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 MH0637  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 MH0637
 MH0637  HORZ ORDER  -  FIRST
 MH0637
 MH0637.The horizontal coordinates were established by classical geodetic methods
 MH0637.and adjusted by the National Geodetic Survey in May 1999..
 MH0637
 MH0637.The orthometric height was scaled from a topographic map.
 MH0637
 MH0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0637
 MH0637.The geoid height was determined by GEOID03.
 MH0637
 MH0637;                    North         East     Units Scale Factor Converg.
 MH0637;SPC IA S     -   113,239.762   533,105.460   MT  0.99995338   +0 15 33.4
 MH0637;UTM  15      - 4,540,878.458   491,055.224   MT  0.99960098   -0 04 11.4
 MH0637
 MH0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0637!SPC IA S     -   0.99995667  x   0.99995338  =   0.99991005
 MH0637!UTM  15      -   0.99995667  x   0.99960098  =   0.99955767
 MH0637
 MH0637|---------------------------------------------------------------------|
 MH0637| PID    Reference Object                     Distance      Geod. Az  |
 MH0637|                                                           dddmmss.s |
 MH0637| CL9867 MAY RM 1                             24.785 METERS 16118     |
 MH0637| CL9866 MAY AZ MK                                          2364727.4 |
 MH0637| MH0644 CHARITON MUNICIPAL TANK             APPROX.15.8 KM 2671955.3 |
 MH0637| MH0641 CHARITON LUCAS CO CTHSE CLKTWR      APPROX.16.9 KM 2683441.9 |
 MH0637| CL9868 MAY RM 2                             28.163 METERS 31438     |
 MH0637|---------------------------------------------------------------------|
 MH0637
 MH0637                          SUPERSEDED SURVEY CONTROL
 MH0637
 MH0637  NAD 83(1986)-  41 01 08.62526(N)    093 06 23.00807(W) AD(       ) 1
 MH0637  NAD 27      -  41 01 08.61490(N)    093 06 22.27750(W) AD(       ) 1
 MH0637
 MH0637.Superseded values are not recommended for survey control.
 MH0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0637.See file dsdata.txt to determine how the superseded data were derived.
 MH0637
 MH0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF9105540878(NAD 83)
 MH0637_MARKER: DS = TRIANGULATION STATION DISK
 MH0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0637_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MH0637
 MH0637  HISTORY     - Date     Condition        Report By
 MH0637  HISTORY     - 1956     MONUMENTED       CGS
 MH0637  HISTORY     - 1980     GOOD             NGS
 MH0637
 MH0637                          STATION DESCRIPTION
 MH0637
 MH0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0637'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF RUSSELL, 4.0 MILES
 MH0637'NORTHWEST OF MELROSE, 1/2 MILE WEST OF THE LUCAS-MONROE COUNTY
 MH0637'LINE, AND IN SECTION 25, T.72 N., R.19 W., ON PROPERTY OF MR.
 MH0637'G.A. MAY.
 MH0637'
 MH0637'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 137 AND
 MH0637'60 AND U.S. HIGHWAY 34 IN ALBIA, GO WEST ON U.S. HIGHWAY 34 FOR
 MH0637'9.1 MILES TO THE VILLAGE OF GEORGETOWN.  CONTINUE ON HIGHWAY
 MH0637'34 FOR 7.9 MILES TO THE LUCAS-MONROE COUNTY LINE.  CONTINUE ON
 MH0637'HIGHWAY 34 FOR 0.2 MILE TO CROSSROADS.  TURN RIGHT, GO NORTHERLY
 MH0637'ON GRAVEL ROAD FOR 1.2 MILES TO STATION ON THE RIGHT AND THE
 MH0637'ROAD TURNS WEST.  TO REACH AZIMUTH MARK FROM STATION, GO WEST
 MH0637'ON GRAVEL ROAD FOR 0.4 MILE TO A T-ROAD JUNCTION.  TURN LEFT,
 MH0637'GO SOUTH AND WEST FOR 0.3 MILE TO AZIMUTH MARK ON THE RIGHT.
 MH0637'
 MH0637'STATION MARKS ARE STANDARD DISKS STAMPED MAY 1956.  THE SURFACE
 MH0637'DISK IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH GROUND
 MH0637'SURFACE.  IT IS 496 FEET EAST OF DRIVEWAY WHICH LEADS FROM
 MH0637'GRAVEL ROAD TO HOUSE ON NORTH SIDE OF ROAD, 75 FEET NORTHEAST
 MH0637'FROM WHERE THE GRAVEL ROAD CURVES TO THE SOUTH AND WEST, 37
 MH0637'FEET SOUTHWEST OF A TELEPHONE POLE, AND 28 FEET WEST OF
 MH0637'RIGHT-OF-WAY FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MH0637'MASS OF CONCRETE 36 INCHES BELOW GROUND SURFACE.
 MH0637'
 MH0637'REFERENCE MARK 1, A STANDARD DISK STAMPED MAY NO 1 1956, IS SET
 MH0637'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 53
 MH0637'FEET EAST-NORTHEAST OF THE CENTER OF GRAVEL ROAD AND 1 FOOT WEST
 MH0637'OF RIGHT-OF-WAY FENCE.  A STANDARD WITNESS POST WAS SET 2 FEET
 MH0637'NORTH OF MARK.
 MH0637'
 MH0637'REFERENCE MARK 2, A STANDARD DISK STAMPED MAY NO 2 1956, IS SET
 MH0637'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 90
 MH0637'FEET NORTH-NORTHEAST OF THE CENTER OF GRAVEL ROAD, 96 FEET WEST
 MH0637'OF THE NORTH END OF GATE IN RIGHT-OF-WAY FENCE AND 1 FOOT SOUTH
 MH0637'OF FENCE LINE.
 MH0637'
 MH0637'AZIMUTH MARK, A STANDARD DISK STAMPED MAY 1956, IS SET IN A
 MH0637'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 87 FEET
 MH0637'SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 33 FEET NORTH OF
 MH0637'CENTER OF GRAVEL ROAD AND 1 FOOT SOUTH OF RIGHT-OF-WAY FENCE.
 MH0637'A STANDARD WITNESS POST WAS SET 2 FEET WEST OF MARK.
 MH0637'
 MH0637'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MH0637
 MH0637                          STATION RECOVERY (1980)
 MH0637
 MH0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MH0637'ALTHOUGH THE STATION HAD BEEN REPORTED DESTROYED, ALL MARKS WERE FOUND
 MH0637'IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARK 1 WAS 1 MINUTE, 47
 MH0637'SECONDS LARGER THAN PREVIOUS DATA AND TO REFERENCE MARK 2 WAS 2
 MH0637'MINUTES, 7 SECONDS SMALLER.  THE DISTANCE TO REFERENCE MARK 1 AGREED
 MH0637'WHILE TO DISTANCE TO REFERENCE MARK 2 WAS 0.006 METER LONGER.  THE
 MH0637'UNDERGROUND MARK WAS NOT INSPECTED.  DUE TO ROAD CHANGES, A NEW
 MH0637'DESCRIPTION FOLLOWS.
 MH0637'
 MH0637'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF RUSSELL, 4 MILES
 MH0637'NORTHWEST OF MELROSE, 1/2 MILE WEST OF THE LUCAS/MONROE COUNTY LINE
 MH0637'AND IN SEC 25, T72N, R19W.
 MH0637'
 MH0637'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 68 AND
 MH0637'U.S. HIGHWAY 34, ABOUT 2 MILES NORTH OF MELROSE, GO WEST ON HIGHWAY
 MH0637'34 FOR 2.35 MILES TO THE LUCAS/MONROE COUNTY LINE.  CONTINUE WEST ON
 MH0637'THE HIGHWAY FOR 0.2 MILE TO A SIDEROAD RIGHT.  TURN RIGHT AND GO
 MH0637'NORTHERLY ON A GRAVELED ROAD FOR 1.3 MILES TO THE STATION ON THE
 MH0637'RIGHT, AT A POINT WHERE THE ROAD CURVES LEFT AND WEST.
 MH0637'
 MH0637'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 MH0637'ROAD FOR 0.4 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH FOR 0.25 MILE
 MH0637'TO A CURVE TO THE RIGHT AND WEST.  CONTINUE WEST FOR 0.05 MILE TO THE
 MH0637'MARK ON THE RIGHT.
 MH0637'
 MH0637'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---MAY 1956---THAT IS
 MH0637'2 INCHES BELOW THE GROUND SURFACE.  IT IS 75.0 FEET NORTHEAST OF THE
 MH0637'CENTERLINE OF THE ROAD AT THE CURVE, 68.0 FEET SOUTH-SOUTHWEST OF A
 MH0637'FENCE CORNER, 37.0 FEET SOUTHWEST OF A TELEPHONE LINE POLE, 28.5 FEET
 MH0637'WEST OF A FENCE AND 2.0 FEET NORTH OF A WITNESS POST.
 MH0637'
 MH0637'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---MAY NO 1 1956---SET IN
 MH0637'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 53.0
 MH0637'FEET ENE OF THE CENTERLINE OF THE ROAD AT THE SOUTH END OF THE CURVE,
 MH0637'2 FEET NORTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.
 MH0637'
 MH0637'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---MAY NO 2 1956---SET IN
 MH0637'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 96.0
 MH0637'FEET WEST OF THE FENCE CORNER, 90 FEET NORTH-NORTHEAST OF THE
 MH0637'CENTERLINE OF THE ROAD AT THE WEST END OF THE CURVE AND 1 FOOT SOUTH
 MH0637'OF A FENCE.
 MH0637'
 MH0637'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---MAY 1956---SET IN THE
 MH0637'TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 87.2 FEET
 MH0637'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 33.0 FEET NORTH OF THE
 MH0637'CENTERLINE OF THE ROAD, 2.0 FEET EAST OF A WITNESS POST AND 1 FOOT
 MH0637'SOUTH OF A FENCE AT A T-JUNCTION OF FENCE LINES.
 MH0637'
 MH0637'THE DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED BECAUSE OF BRUSH
 MH0637'AND OLD ABANDONED FARM MACHINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0845 ***********************************************************************
 NJ0845  DESIGNATION -  MAYNARD MUNICIPAL TANK
 NJ0845  PID         -  NJ0845
 NJ0845  STATE/COUNTY-  IA/FAYETTE
 NJ0845  USGS QUAD   -  MAYNARD (1981)
 NJ0845
 NJ0845                         *CURRENT SURVEY CONTROL
 NJ0845  ___________________________________________________________________
 NJ0845* NAD 83(1996)-  42 46 21.88261(N)    091 52 49.51197(W)     ADJUSTED  
 NJ0845* NAVD 88     -                                                        
 NJ0845  ___________________________________________________________________
 NJ0845  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 NJ0845  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 NJ0845
 NJ0845  HORZ ORDER  -  THIRD
 NJ0845
 NJ0845.The horizontal coordinates were established by classical geodetic methods
 NJ0845.and adjusted by the National Geodetic Survey in May 1999..
 NJ0845
 NJ0845
 NJ0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0845
 NJ0845.The geoid height was determined by GEOID03.
 NJ0845
 NJ0845;                    North         East     Units Scale Factor Converg.
 NJ0845;SPC IA N     - 1,142,642.105 1,632,532.649   MT  0.99994705   +1 05 51.6
 NJ0845;UTM  15      - 4,736,186.771   591,591.173   MT  0.99970321   +0 45 37.3
 NJ0845
 NJ0845                          SUPERSEDED SURVEY CONTROL
 NJ0845
 NJ0845  NAD 83(1996)-  42 46 21.88228(N)    091 52 49.51145(W) AD(       ) 4
 NJ0845  NAD 83(1986)-  42 46 21.87288(N)    091 52 49.51196(W) AD(       ) 4
 NJ0845  NAD 27      -  42 46 21.93500(N)    091 52 48.90300(W) AD(       ) 3
 NJ0845
 NJ0845.Superseded values are not recommended for survey control.
 NJ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0845.See file dsdata.txt to determine how the superseded data were derived.
 NJ0845
 NJ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9159136187(NAD 83)
 NJ0845_MARKER: 53 = ELEVATED TANK
 NJ0845
 NJ0845  HISTORY     - Date     Condition        Report By
 NJ0845  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0845  HISTORY     - 1935     GOOD             CGS
 NJ0845  HISTORY     - 1961     GOOD             CGS
 NJ0845
 NJ0845                          STATION DESCRIPTION
 NJ0845
 NJ0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0845'THIS STATION IS THE CENTER OF THE MAYNARD MUNICIPAL WATER TANK.
 NJ0845'IT IS A SMALL STEEL TANK WITH BLACK SIDES AND BOTTOM AND A WHITE
 NJ0845'TOP, AND HAS A WHITE BALL AND WEATHER VANE ON TOP.  THERE IS A
 NJ0845'SQUARE RED WOODEN HOUSING AROUND THE FEED PIPE.  THE TANK IS
 NJ0845'ABOUT 100 FEET HIGH AND IS NOT VERY PROMINENT.  IT WAS ERECTED IN
 NJ0845'1915.
 NJ0845'
 NJ0845'THE TANK IS ONE BLOCK S OF IOWA ROUTE 11 WHICH IS THE MAIN STREET
 NJ0845'OF TOWN, 2 BLOCKS N OF THE SCHOOL BUILDING WHICH IS AT THE
 NJ0845'S EDGE OF TOWN, ABOUT 70 FEET W OF THE CENTER LINE OF THE STREET
 NJ0845'LEADING S FROM THE MAIN STREET TO THE SCHOOL, AND IS ON THE
 NJ0845'PROLONGATION WESTWARD OF THE FIRST STREET S OF THE MAIN STREET.
 NJ0845'
 NJ0845'THE TANK IS LETTERED MAYNARD IN LARGE WHITE LETTERS ON THE N
 NJ0845'SIDE.
 NJ0845
 NJ0845                          STATION RECOVERY (1935)
 NJ0845
 NJ0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0845'RECOVERED AS DESCRIBED.
 NJ0845
 NJ0845                          STATION RECOVERY (1961)
 NJ0845
 NJ0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0845'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE TANK IS NOW
 NJ0845'PAINTED SILVER AND HAS A RED TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0596 ***********************************************************************
 LE0596  DESIGNATION -  MCCAY RESET
 LE0596  PID         -  LE0596
 LE0596  STATE/COUNTY-  IA/CLARKE
 LE0596  USGS QUAD   -  HOPEVILLE (1981)
 LE0596
 LE0596                         *CURRENT SURVEY CONTROL
 LE0596  ___________________________________________________________________
 LE0596* NAD 83(1996)-  40 55 46.53286(N)    093 57 45.07092(W)     ADJUSTED  
 LE0596* NAVD 88     -       391.     (meters)    1283.     (feet)  SCALED    
 LE0596  ___________________________________________________________________
 LE0596  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 LE0596  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 LE0596
 LE0596  HORZ ORDER  -  FIRST
 LE0596
 LE0596.The horizontal coordinates were established by classical geodetic methods
 LE0596.and adjusted by the National Geodetic Survey in May 1999..
 LE0596
 LE0596.The orthometric height was scaled from a topographic map.
 LE0596
 LE0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0596
 LE0596.The geoid height was determined by GEOID03.
 LE0596
 LE0596;                    North         East     Units Scale Factor Converg.
 LE0596;SPC IA S     -   103,333.082   461,046.200   MT  0.99995952   -0 18 16.8
 LE0596;UTM  15      - 4,531,387.154   418,963.992   MT  0.99968082   -0 37 50.2
 LE0596
 LE0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0596!SPC IA S     -   0.99994354  x   0.99995952  =   0.99990306
 LE0596!UTM  15      -   0.99994354  x   0.99968082  =   0.99962437
 LE0596
 LE0596|---------------------------------------------------------------------|
 LE0596| PID    Reference Object                     Distance      Geod. Az  |
 LE0596|                                                           dddmmss.s |
 LE0596| CL9872 MCCAY RM 1                           28.610 METERS 08212     |
 LE0596| CL9874 MCCAY RM 3                            7.899 METERS 27019     |
 LE0596| CL9871 MCCAY AZ MK                                        2702128.9 |
 LE0596| LF1223 MICROWAVE TWR KAO 53 E ARISPE       APPROX.16.2 KM 2712758.8 |
 LE0596| CL9873 MCCAY RM 2                           23.942 METERS 35643     |
 LE0596|---------------------------------------------------------------------|
 LE0596
 LE0596                          SUPERSEDED SURVEY CONTROL
 LE0596
 LE0596  NAD 83(1986)-  40 55 46.53198(N)    093 57 45.08479(W) AD(       ) 1
 LE0596  NAD 27      -  40 55 46.54890(N)    093 57 44.28410(W) AD(       ) 1
 LE0596
 LE0596.Superseded values are not recommended for survey control.
 LE0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0596.See file dsdata.txt to determine how the superseded data were derived.
 LE0596
 LE0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF1896431387(NAD 83)
 LE0596_MARKER: DS = TRIANGULATION STATION DISK
 LE0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0596_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0596_MAGNETIC: N = NO MAGNETIC MATERIAL
 LE0596
 LE0596  HISTORY     - Date     Condition        Report By
 LE0596  HISTORY     - 1960     MONUMENTED       CGS
 LE0596  HISTORY     - 1979     GOOD             NGS
 LE0596
 LE0596                          STATION DESCRIPTION
 LE0596
 LE0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 LE0596'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LE0596'IN GOOD CONDITION, EXCEPT THE SURFACE STATION MARK WHICH HAD
 LE0596'BEEN DISPLACED BY ROAD CONSTRUCTION WORK.  THE UNDERGROUND
 LE0596'STATION MARK WAS FOUND IN GOOD CONDITION.  IT WAS LOWERED AND
 LE0596'THE SURFACE STATION MARK WAS REPLACED IN ITS ORIGINAL POSITION
 LE0596'OVER THE UNDERGROUND MARK.  THE SURFACE MARK IS FLUSH WITH THE
 LE0596'GROUND LEVEL AND IT IS 1 FOOT SOUTH OF A FENCE AND A NEW
 LE0596'STEEL WITNESS POST.  IT IS STAMPED MC CAY 1958.  MEASUREMENTS
 LE0596'TO THE REFERENCE MARKS WERE CHECKED AND THE ORIGINAL
 LE0596'DESCRIPTION IS ADEQUATE.
 LE0596
 LE0596                          STATION RECOVERY (1979)
 LE0596
 LE0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LE0596'SURFACE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 LE0596'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND LEANING AND
 LE0596'IS IN A CULTIVATED FIELD.  THIS MARK WAS DESTROYED AND A REFERENCE
 LE0596'MARK 3 ESTABLISHED.  THE AZIMUTH MARK IS NOT GROUND VISIBLE NOR WERE
 LE0596'ANY DISTANT OBJECTS VISIBLE.  THERE IS NO SUITABLE LOCATION FOR
 LE0596'ANOTHER AZIMUTH MARK.  THE DISTANCE TO REFERENCE MARK 1 AGREED WITH
 LE0596'1958 DATA.  A NEW DESCRIPTION FOLLOWS.
 LE0596'
 LE0596'STATION IS ABOUT 2 MILES SOUTHEAST OF HOPEVILLE, 8 MILES SOUTH OF
 LE0596'MURRAY, IN THE SE 1/2, SEC 21, T71N, R27W AND ON PROPERTY OWNED BY
 LE0596'MERVIN NEWKIRK, 1813 WEST 3RD STREET, CEDAR FALLS, IOWA
 LE0596'50613.  BUSINESS TELEPHONE 712-284-1141.
 LE0596'
 LE0596'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND STATE
 LE0596'HIGHWAY 52, 1 MILE SOUTH OF MURRAY, GO WEST ON HIGHWAY 34 FOR 0.45
 LE0596'MILE TO CLARKE COUNTY ROAD R15.  TURN LEFT AND GO SOUTH ON ROAD R15
 LE0596'FOR 5.0 MILES TO THE END OF PAVEMENT, CONTINUE SOUTH ON THE GRAVELED
 LE0596'ROAD FOR 1.75 MILES TO A CURVE TO THE WEST.  CONTINUE WEST FOR 0.25
 LE0596'MILE TO THE STATION ON THE RIGHT, ON THE NORTH CUTBANK, ABOUT 100
 LE0596'YARDS BEFORE REACHING THE CREST OF THE HILL.
 LE0596'
 LE0596'TO REACH THE AZIMUTH MARK, FROM THE STATION, GO WEST ON THE GRAVELED
 LE0596'ROAD FOR 0.6 MILE TO THE MARK ON THE RIGHT IN THE LAWN OF A FARM
 LE0596'HOUSE.
 LE0596'
 LE0596'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---MC CAY 1958--- SET
 LE0596'IN THE TOP OF A ROUND CONCRETE POST THAT IS 4 INCHES BELOW THE
 LE0596'SURFACE.  IT IS 144.5 FEET WEST-SOUTHWEST OF A LARGE OAK TREE, 44.0
 LE0596'FEET NORTH OF THE CENTERLINE OF THE ROAD, 27.5 FEET EAST OF A WITNESS
 LE0596'POST AND 1.0 FOOT SOUTH OF A WITNESS POST AND FENCE.
 LE0596'
 LE0596'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---MC CAY NO 1 1958--- SE
 LE0596'IN THE TOP OF A SQUARE CONCRETE POST THAT IS 1 INCH BELOW THE
 LE0596'SURFACE.  IT IS 56.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 50.0
 LE0596'FEET WEST OF A LARGE OAK TREE, 8.5 FEET SOUTH OF THE SOUTHERNMOST
 LE0596'CEDAR TREE AND 5.0 FEET EAST OF A NORTH/SOUTH FENCE.
 LE0596'
 LE0596'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---MC CAY 1958 NO 3
 LE0596'1979---SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 2
 LE0596'INCHES.  IT IS 43.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1.5
 LE0596'FEET EAST OF A WITNESS POST AND 1.0 FOOT SOUTH OF A FENCE.
 LE0596'
 LE0596'AZIMUTH MARK IS A STANDARD DISK, STAMPED---MC CAY 1958--- SET IN THE
 LE0596'TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS 48 FEET
 LE0596'NORTH OF THE CENTERLINE OF THE ROAD, 43 FEET EAST OF THE CENTERLINE OF
 LE0596'A DRIVEWAY AND IN A MOWN GRASSY AREA OF A FARM YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0626 ***********************************************************************
 MH0626  DESIGNATION -  MCCLEARY
 MH0626  PID         -  MH0626
 MH0626  STATE/COUNTY-  IA/POLK
 MH0626  USGS QUAD   -  ALTOONA (1972)
 MH0626
 MH0626                         *CURRENT SURVEY CONTROL
 MH0626  ___________________________________________________________________
 MH0626* NAD 83(1996)-  41 41 03.05534(N)    093 25 54.45894(W)     ADJUSTED  
 MH0626* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 MH0626  ___________________________________________________________________
 MH0626  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 MH0626  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 MH0626
 MH0626  HORZ ORDER  -  FIRST
 MH0626
 MH0626.The horizontal coordinates were established by classical geodetic methods
 MH0626.and adjusted by the National Geodetic Survey in May 1999..
 MH0626
 MH0626.The orthometric height was scaled from a topographic map.
 MH0626
 MH0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0626
 MH0626.The geoid height was determined by GEOID03.
 MH0626
 MH0626;                    North         East     Units Scale Factor Converg.
 MH0626;SPC IA S     -   187,032.766   505,678.670   MT  0.99998390   +0 02 41.7
 MH0626;SPC IA N     - 1,020,460.999 1,505,679.280   MT  1.00009138   +0 02 46.4
 MH0626;UTM  15      - 4,614,802.340   464,063.520   MT  0.99961589   -0 17 13.8
 MH0626
 MH0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0626!SPC IA S     -   0.99995757  x   0.99998390  =   0.99994147
 MH0626!SPC IA N     -   0.99995757  x   1.00009138  =   1.00004894
 MH0626!UTM  15      -   0.99995757  x   0.99961589  =   0.99957347
 MH0626
 MH0626:                Primary Azimuth Mark                     Grid Az
 MH0626:SPC IA S     -  MCCLEARY RM 1                            011 12 56.5
 MH0626:SPC IA N     -  MCCLEARY RM 1                            011 12 51.8
 MH0626:UTM  15      -  MCCLEARY RM 1                            011 32 52.0
 MH0626
 MH0626|---------------------------------------------------------------------|
 MH0626| PID    Reference Object                     Distance      Geod. Az  |
 MH0626|                                                           dddmmss.s |
 MH0626| CL9875 MCCLEARY RM 1                       468.600 METERS 0111538.2 |
 MH0626| MH0627 COLLINS WATER TANK                  APPROX.26.3 KM 0235401.3 |
 MH0626| MH0618 COLFAX MUNICIPAL TANK               APPROX.16.9 KM 0895809.9 |
 MH0626| MH0617 COLFAX AEROPLANE BEACON             APPROX.16.4 KM 0911216.2 |
 MH0626| MH0619 COLFAX                              APPROX.16.0 KM 0982139.0 |
 MH0626| MH0622 MITCHELLVILLE INDUST FARM TANK      APPROX. 6.4 KM 1055218.4 |
 MH0626| MH0621 MITCHELLVILLE LARGE WATER TANK      APPROX. 6.2 KM 1125109.2 |
 MH0626| MH0676 DES MOINES CAPITOL BLDG DOME        APPROX.17.7 KM 2341654.3 |
 MH0626| MH0675 POLK CO FARM WATER TANK             APPROX.14.0 KM 2620337.6 |
 MH0626| MH0674 ANKENY MUNICIPAL TANK               APPROX.15.6 KM 2884354.1 |
 MH0626| CL9876 MCCLEARY RM 2                       APPROX. 0.5 KM 3261635.1 |
 MH0626|---------------------------------------------------------------------|
 MH0626
 MH0626                          SUPERSEDED SURVEY CONTROL
 MH0626
 MH0626  NAD 83(1986)-  41 41 03.05718(N)    093 25 54.46366(W) AD(       ) 1
 MH0626  NAD 27      -  41 41 03.09940(N)    093 25 53.70220(W) AD(       ) 1
 MH0626
 MH0626.Superseded values are not recommended for survey control.
 MH0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0626.See file dsdata.txt to determine how the superseded data were derived.
 MH0626
 MH0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG6406414802(NAD 83)
 MH0626_MARKER: DS = TRIANGULATION STATION DISK
 MH0626_SETTING: 0 = UNSPECIFIED SETTING
 MH0626
 MH0626  HISTORY     - Date     Condition        Report By
 MH0626  HISTORY     - 1928     MONUMENTED       CGS
 MH0626  HISTORY     - 1928     GOOD             CGS
 MH0626  HISTORY     - 1930     GOOD             CGS
 MH0626  HISTORY     - 1934     GOOD             IOWAGS
 MH0626  HISTORY     - 1963     GOOD             CGS
 MH0626  HISTORY     - 1968     GOOD             CGS
 MH0626  HISTORY     - 1969     MARK NOT FOUND   CGS
 MH0626  HISTORY     - 19910503 MARK NOT FOUND   USPSQD
 MH0626  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0626
 MH0626                          STATION DESCRIPTION
 MH0626
 MH0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 MH0626'ABOUT 2 MILES NORTH AND 1-1/2 MILES EAST OF ALTOONA, 1 MILE
 MH0626'NORTH AND 4 MILES WEST OF MITCHELLVILLE, IN THE SW 1/4 NE 1/4
 MH0626'OF SEC. 5, T. 79 N., R. 22 W., ON LAND OWNED BY THE MC CLEARY
 MH0626'HEIRS, AND FARMED BY THE MC CLEARY BROTHERS WHO LIVE ON THE
 MH0626'WEST SIDE OF THE SECTION.  THE STATION MAY BE BEST REACHED FROM
 MH0626'THE ROAD ALONG THE NORTH SIDE OF THE SECTION.  A DOUBLE LINE
 MH0626'TELEPHONE LINE FOLLOWS THE ROAD.  THE STATION IS ON THE
 MH0626'HIGHEST POINT OF A LOW GENTLE RISE IN A CULTIVATED FIELD,
 MH0626'IS 91.4 METERS WEST OF THE NORTH-SOUTH FENCE LINE, AND 136.2
 MH0626'METERS SOUTHEAST OF A LARGE GRANITE BOULDER IN THE FIELD.
 MH0626'THE MARK IS A STANDARD DISK IN CONCRETE, 20 INCHES BELOW
 MH0626'SURFACE OF GROUND.  UNDERGROUND MARK IS STANDARD DISK IN
 MH0626'CONCRETE 5 FEET BELOW SURFACE.
 MH0626'
 MH0626'REFERENCE MARK NO. 1 IS IN THE FENCE CORNER, ABOUT
 MH0626'1/3 MILE TO THE NORTH-NORTHEAST OF THE STATION, 11.3 METERS
 MH0626'SOUTH OF THE CENTER LINE OF THE SECTION-LINE ROAD, AND 0.35
 MH0626'METER WEST OF THE FENCE LINE.
 MH0626'
 MH0626'REFERENCE MARK NO. 2 IS IN THE FENCE CORNER, ABOUT
 MH0626'1/3 MILE NORTH-NORTHWEST OF THE STATION, 17.6 METERS SOUTH OF
 MH0626'CENTER LINE OF ROAD, AND 1/2 METER EAST OF FENCE LINE WHERE
 MH0626'ROAD ENTERS FIELD.
 MH0626'
 MH0626'HEIGHT OF SIGNAL ABOVE STATION MARK - 30.7 METERS.
 MH0626
 MH0626                          STATION RECOVERY (1928)
 MH0626
 MH0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (EJB)
 MH0626'MARK IN GOOD CONDITION.  FOUND AS DESCRIBED.
 MH0626
 MH0626                          STATION RECOVERY (1930)
 MH0626
 MH0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0626'THE STATION IS EASILY FOUND FROM THE ORIGINAL DESCRIPTION
 MH0626'AND THE NOTE BY W.M., 1929.  THE LAND THE STATION IS ON IS NO
 MH0626'LONGER OWNED BY THE MC CLEARY BROS.  THE MC CLEARY FAMILY
 MH0626'STILL OWNS THE 80 ACRES ON THE EAST AND WEST SIDE, BUT THE
 MH0626'80 ACRES ON WHICH THE STATION IS LOCATED HAS BEEN SOLD TO A
 MH0626'WM. BROWN WHO LIVES IN ILLINOIS.  THE LAND WAS CULTIVATED AT
 MH0626'THIS TIME BY MR. CLEO PAINE.  THE STATION AND REFERENCE MARKS
 MH0626'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MH0626
 MH0626                          STATION RECOVERY (1934)
 MH0626
 MH0626'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MH0626'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.
 MH0626'
 MH0626'REFERENCE MARK NO. 1 IS ABOUT 1/3 MILE NORTHEAST OF THE
 MH0626'STATION, 15 FEET SOUTH OF THE SOUTH POLE LINE, 64 FEET SOUTH
 MH0626'OF THE NORTH POLE LINE AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.
 MH0626'
 MH0626'REFERENCE MARK NO. 2 IS ABOUT 1/3 MILE NORTHWEST OF THE STATION,
 MH0626'34 FEET SOUTH OF THE SOUTH POLE LINE, 86 FEET SOUTH OF THE NORTH
 MH0626'POLE LINE, 1 FOOT EAST OF A FENCE ON THE NORTH-SOUTH CENTER
 MH0626'LINE OF SECTION 5 AND IS ABOUT 1292 FEET WEST OF REFERENCE
 MH0626'MARK NO. 1
 MH0626
 MH0626                          STATION RECOVERY (1963)
 MH0626
 MH0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 MH0626'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 MH0626'CONDITION AS DESCRIBED.  REFERENCE MARK 1 WAS SEARCHED FOR
 MH0626'BUT NOT FOUND.
 MH0626'
 MH0626'A TO REACH DESCRIPTION FOLLOWS--TO REACH FROM THE POST OFFICE
 MH0626'IN ALTOONA GO NORTH ON 1ST. AVENUE SOUTH FOR 2.55 MILES (PASSING
 MH0626'OVER INTERSTATE 80 HIGHWAY) TO STATE HIGHWAY 64, TURN RIGHT
 MH0626'AND GO 0.3 MILE TO THE FIRST CROSSROAD, TURN RIGHT AND GO
 MH0626'EAST FOR 1.4 MILES TO A CORN STORAGE BUILDING ON RIGHT AND
 MH0626'REFERENCE MARK NO. 2.  FROM HERE THE STATION IS IN THE HIGHEST
 MH0626'PART OF THE FIELD TO THE SOUTHEAST.
 MH0626
 MH0626                          STATION RECOVERY (1968)
 MH0626
 MH0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (AS)
 MH0626'REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.  STATION AND
 MH0626'REFERENCE MARK 1 NOT SEARCHED FOR.  FENCES HAVE BEEN MOVED
 MH0626'FOR ROAD WIDENING.  REFERENCE MARK 2 IS NOW--62 FT S. OF
 MH0626'CENTERLINE ROAD.  10.5 FT S. OF S. FENCE 8.3 FT N. OF NW
 MH0626'CORNER OF CORN CRIB.
 MH0626
 MH0626                          STATION RECOVERY (1969)
 MH0626
 MH0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MH0626'THE STATION MARK WAS SEARCHED FOR BUT NOT FOUND BUT ASSUMED
 MH0626'THE MARK IS STILL IN PLACE IN A CULTIVATED FIELD.  ABOUT 3
 MH0626'HOURS WAS SPENT SEARCHING FOR THE MARK.  WHEN IN AREA AGAIN,
 MH0626'ANOTHER EFFORT WILL BE MADE TO RECOVER THE STATION.
 MH0626'
 MH0626'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT FOUND AND ALL
 MH0626'INDICATIONS FROM OLD TIES PUTS THE MARK IN A ROAD DITCH.
 MH0626'
 MH0626'REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND IN GOOD CONDITION
 MH0626'BUT THE LINE OF SIGHT WAS OBSTRUCTED BY A CORN CRIB.  IT
 MH0626'IS 62 FEET SOUTH OF THE CENTER OF ROAD, 10.5 FEET SOUTH OF THE
 MH0626'END OF A FENCE, 8.3 FEET NORTH OF THE NORTHWEST CORNER OF
 MH0626'A CORN CRIB, 1 FOOT EAST OF A FENCE, AND IS FLUSH WITH THE
 MH0626'SURFACE OF THE GROUND.
 MH0626'
 MH0626'THE 1963 TO REACH THE STATION WAS FOUND TO BE CORRECT.
 MH0626'
 MH0626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 MH0626'MILES NORTH AND 1-1/2 MILES EAST OF ALTONIA.
 MH0626
 MH0626                          STATION RECOVERY (1991)
 MH0626
 MH0626'RECOVERY NOTE BY US POWER SQUADRON 1991 (CJP)
 MH0626'MARK NOT FOUND.
 MH0626
 MH0626                          STATION RECOVERY (1995)
 MH0626
 MH0626'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0469 ***********************************************************************
 NK0469  DESIGNATION -  MCFARLAND
 NK0469  PID         -  NK0469
 NK0469  STATE/COUNTY-  IA/CHICKASAW
 NK0469  USGS QUAD   -  ALPHA (1971)
 NK0469
 NK0469                         *CURRENT SURVEY CONTROL
 NK0469  ___________________________________________________________________
 NK0469* NAD 83(1996)-  42 58 31.70446(N)    092 06 12.11032(W)     ADJUSTED  
 NK0469* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 NK0469  ___________________________________________________________________
 NK0469  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 NK0469  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 NK0469
 NK0469  HORZ ORDER  -  FIRST
 NK0469
 NK0469.The horizontal coordinates were established by classical geodetic methods
 NK0469.and adjusted by the National Geodetic Survey in May 1999..
 NK0469
 NK0469.The orthometric height was scaled from a topographic map.
 NK0469
 NK0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0469
 NK0469.The geoid height was determined by GEOID03.
 NK0469
 NK0469;                    North         East     Units Scale Factor Converg.
 NK0469;SPC IA N     - 1,164,833.644 1,613,918.574   MT  0.99995977   +0 56 47.6
 NK0469;UTM  15      - 4,758,481.166   573,112.602   MT  0.99966576   +0 36 40.5
 NK0469
 NK0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0469!SPC IA N     -   0.99994632  x   0.99995977  =   0.99990609
 NK0469!UTM  15      -   0.99994632  x   0.99966576  =   0.99961210
 NK0469
 NK0469:                Primary Azimuth Mark                     Grid Az
 NK0469:SPC IA N     -  PROTIVIN TRINITY CATH CH SPIRE           001 08 38.8
 NK0469:UTM  15      -  PROTIVIN TRINITY CATH CH SPIRE           001 28 45.9
 NK0469
 NK0469|---------------------------------------------------------------------|
 NK0469| PID    Reference Object                     Distance      Geod. Az  |
 NK0469|                                                           dddmmss.s |
 NK0469| OO0909 PROTIVIN TRINITY CATH CH SPIRE      APPROX.27.0 KM 0020526.4 |
 NK0469| CI5956 MCFARLAND RM 1                      235.797 METERS 03938     |
 NK0469| ON0885 CALMAR MUNICIPAL TANK               APPROX.30.2 KM 0394642.6 |
 NK0469| NJ0836 WEST UNION MUNICIPAL TANK           APPROX.24.3 KM 0934341.7 |
 NK0469| CI5957 MCFARLAND RM 2                      156.326 METERS 10137     |
 NK0469| NJ0847 HAWKEYE MUNICIPAL TANK              APPROX.13.1 KM 1083201.9 |
 NK0469| NJ0846 HAWKEYE TRINITY LUTH CH SPIRE       APPROX.13.1 KM 1094742.3 |
 NK0469| NJ0833 FAYETTE COUNTY HOME STACK           APPROX.23.5 KM 1105659.8 |
 NK0469| NJ0830 FAYETTE COUNTY HOME WATER TANK      APPROX.23.6 KM 1110337.8 |
 NK0469| NK0478 FREDERICKSBURG MUNICIPAL TANK       APPROX. 8.0 KM 2610346.9 |
 NK0469| CI5955 MCFARLAND AZ MK                                    3062811.3 |
 NK0469|---------------------------------------------------------------------|
 NK0469
 NK0469                          SUPERSEDED SURVEY CONTROL
 NK0469
 NK0469  NAD 83(1996)-  42 58 31.70428(N)    092 06 12.11021(W) AD(       ) 1
 NK0469  NAD 83(1986)-  42 58 31.69640(N)    092 06 12.10996(W) AD(       ) 1
 NK0469  NAD 27      -  42 58 31.77900(N)    092 06 11.48300(W) AD(       ) 1
 NK0469
 NK0469.Superseded values are not recommended for survey control.
 NK0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0469.See file dsdata.txt to determine how the superseded data were derived.
 NK0469
 NK0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7311358481(NAD 83)
 NK0469_MARKER: DS = TRIANGULATION STATION DISK
 NK0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0469_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0469
 NK0469  HISTORY     - Date     Condition        Report By
 NK0469  HISTORY     - 1934     MONUMENTED       CGS
 NK0469  HISTORY     - 1947     GOOD             LOCENG
 NK0469  HISTORY     - 1971     GOOD             USGS
 NK0469
 NK0469                          STATION DESCRIPTION
 NK0469
 NK0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0469'STATION IS ABOUT 5 MILES ENE OF FREDERICKSBURG, ABOUT 7 MILES
 NK0469'SSE OF LAWLER, IN NE 1/4 SEC. 11, T 94 N, R 11 W, ON THE FARM OF
 NK0469'D.C. AND K.R. MC FARLAND, ABOUT 0.25 MILE S OF THE HOUSE, ABOUT
 NK0469'535 FEET W OF CENTER LINE OF N-S ROAD, ON THE HIGHEST POINT OF
 NK0469'THE KNOLL, NEAR THE W SIDE OF THE PASTURE, 15 FEET E OF THE W
 NK0469'PASTURE FENCE.  THE MARK IS 12 INCHES UNDERGROUND.
 NK0469'
 NK0469'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0469'BRONZE DISKS SET IN CONCRETE.
 NK0469'
 NK0469'REFERENCE MARK NO. 1 IS NE OF STATION, 1 FOOT W OF RIGHT-OF-WAY
 NK0469'FENCE, 19 FEET S OF AN E-W T-FENCE, 28 FEET W OF CENTER LINE
 NK0469'OF ROAD, NEAR THE NE CORNER OF PASTURE, AND PROJECTS 10 INCHES.
 NK0469'
 NK0469'REFERENCE MARK NO. 2 IS ESE OF STATION, 28 FEET W OF CENTER LINE
 NK0469'OF ROAD, AT THE E SIDE OF PASTURE, 1 FOOT W OF RIGHT-OF-WAY
 NK0469'FENCE, 19 FEET SW OF A 6-INCH COTTONWOOD TREE, 699.08 FEET
 NK0469'S OF REFERENCE MARK NO. 1, AND PROJECTS 7 INCHES.
 NK0469'
 NK0469'AZIMUTH MARK IS NW OF STATION, 25 FEET N OF CENTER LINE OF ROAD,
 NK0469'1 FOOT S OF RIGHT-OF-WAY FENCE, 4 FEET E OF A TELEPHONE POLE,
 NK0469'ON THE FARM OF E.S. HUNT, AND PROJECTS 8 INCHES.
 NK0469'
 NK0469'TO REACH FROM FREDERICKSBURG, GO E ON U.S. HIGHWAY 18, 5.0 MILES
 NK0469'TO A CROSSROADS, THENCE N 1.0 MILE, THENCE W 0.1 MILE TO
 NK0469'MC FARLANDS HOUSE, THENCE S THROUGH BARN LOT AND ACROSS
 NK0469'PASTURE 0.25 MILE TO THE STATION.
 NK0469'
 NK0469'ALL LIGHTS CAME INTO VIEW AT 55 FEET.
 NK0469'
 NK0469'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 NK0469
 NK0469                          STATION RECOVERY (1947)
 NK0469
 NK0469'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1947 (RW)
 NK0469'RECOVERED BY ASST CTY ENGINEER
 NK0469'
 NK0469'AZIMUTH MARK STAMPED MC FARLAND AZIMUTH 1931, WHICH IS A
 NK0469'CONCRETE MONUMENT, WAS PLACED ON SIDE DITCH APPROXIMATELY 2
 NK0469'FEET ABOVE GROUND.  DIRT HAS CAVED FROM AROUND STATION.  ANY SLIGHT
 NK0469'PUSH WILL REMOVE ENTIRE MONUMENT.
 NK0469
 NK0469                          STATION RECOVERY (1971)
 NK0469
 NK0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JSC)
 NK0469'AZ MK FOUND LYING ON SIDE IN DITCH.
 NK0469'
 NK0469'R.M. NUMBER 2 NOT FOUND PROBABLY DESTROYED BY ROAD DITCHING.
 NK0469'
 NK0469'R.M. 1 FOUND OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0597 ***********************************************************************
 OQ0597  DESIGNATION -  MCKISICK
 OQ0597  PID         -  OQ0597
 OQ0597  STATE/COUNTY-  IA/LYON
 OQ0597  USGS QUAD   -  ROCK RAPIDS (1971)
 OQ0597
 OQ0597                         *CURRENT SURVEY CONTROL
 OQ0597  ___________________________________________________________________
 OQ0597* NAD 83(1996)-  43 28 26.94969(N)    096 10 30.51322(W)     ADJUSTED  
 OQ0597* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 OQ0597  ___________________________________________________________________
 OQ0597  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 OQ0597  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 OQ0597
 OQ0597  HORZ ORDER  -  THIRD
 OQ0597
 OQ0597.This mark is at Rock Rapids Municipal Airport (RRQ)
 OQ0597
 OQ0597.The horizontal coordinates were established by classical geodetic methods
 OQ0597.and adjusted by the National Geodetic Survey in May 1999..
 OQ0597
 OQ0597.The orthometric height was scaled from a topographic map.
 OQ0597
 OQ0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0597
 OQ0597.The geoid height was determined by GEOID03.
 OQ0597
 OQ0597;                    North         East     Units Scale Factor Converg.
 OQ0597;SPC IA N     - 1,222,718.725 1,283,577.570   MT  1.00004452   -1 48 47.0
 OQ0597;SPC MN S     -   155,027.452   624,013.129   MT  1.00008131   -1 31 28.6
 OQ0597;UTM  14      - 4,817,347.626   728,476.166   MT  1.00024216   +1 56 39.9
 OQ0597
 OQ0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0597!SPC IA N     -   0.99993905  x   1.00004452  =   0.99998357
 OQ0597!SPC MN S     -   0.99993905  x   1.00008131  =   1.00002036
 OQ0597!UTM  14      -   0.99993905  x   1.00024216  =   1.00018120
 OQ0597
 OQ0597|---------------------------------------------------------------------|
 OQ0597| PID    Reference Object                     Distance      Geod. Az  |
 OQ0597|                                                           dddmmss.s |
 OQ0597| CO3222 MCKISICK RM 1                        26.590 METERS 02247     |
 OQ0597| CO3223 MCLISICK RM 2                        23.895 METERS 14543     |
 OQ0597| OQ0598 ROCK RAPIDS MUN PUB UTIL STK        APPROX. 5.0 KM 1741130.2 |
 OQ0597| OQ0596 ROCK RAPIDS MUNICIPAL TANK          APPROX. 5.4 KM 1800310.4 |
 OQ0597| CO4042 MCKISICK AZ MK                                     1873510.5 |
 OQ0597| OQ0661 WELCOME TO MINNESOTA MONUMENT       APPROX. 4.1 KM 3161634.8 |
 OQ0597|---------------------------------------------------------------------|
 OQ0597
 OQ0597                          SUPERSEDED SURVEY CONTROL
 OQ0597
 OQ0597  NAD 83(1996)-  43 28 26.94969(N)    096 10 30.51321(W) AD(       ) 3
 OQ0597  NAD 83(1996)-  43 28 26.94900(N)    096 10 30.51192(W) AD(       ) 3
 OQ0597  NAD 83(1996)-  43 28 26.94919(N)    096 10 30.50794(W) AD(       ) 3
 OQ0597  NAD 83(1986)-  43 28 26.94945(N)    096 10 30.50010(W) AD(       ) 3
 OQ0597  NAD 27      -  43 28 27.05600(N)    096 10 29.39800(W) AD(       ) 3
 OQ0597
 OQ0597.Superseded values are not recommended for survey control.
 OQ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0597.See file dsdata.txt to determine how the superseded data were derived.
 OQ0597
 OQ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2847617348(NAD 83)
 OQ0597_MARKER: DS = TRIANGULATION STATION DISK
 OQ0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0597
 OQ0597  HISTORY     - Date     Condition        Report By
 OQ0597  HISTORY     - 1949     MONUMENTED       CGS
 OQ0597
 OQ0597                          STATION DESCRIPTION
 OQ0597
 OQ0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0597'THE STATION IS LOCATED AT THE VINT AIRPORT, ABOUT 3 MILES
 OQ0597'NORTH OF ROCK RAPIDS.  IT IS 62 YARDS SOUTHWEST OF THE SOUTHWEST
 OQ0597'CORNER OF A LARGE METAL HANGAR, 56 FEET EAST OF THE CENTERLINE
 OQ0597'OF A GRAVELED ROAD, 53 FEET NORTHWEST OF THE CENTERLINE OF A
 OQ0597'CINDER DRIVEWAY, LEADING INTO THE AIRPORT, 52 FEET NORTHEAST
 OQ0597'OF A TELEPHONE POLE, AND 21 FEET EAST OF A WITNESS POST AND A
 OQ0597'FENCELINE.  THE DISK IS STAMPED MC KISICK 1949 AND IS SET
 OQ0597'1 INCH BELOW THE SURFACE OF THE GROUND.
 OQ0597'
 OQ0597'REFERENCE MARK NO. 1 IS 36 FEET NORTHEAST OF THE CENTERINE OF
 OQ0597'THE ROAD, 22 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 OQ0597'BRIDGE ABUTMENT, AND 1 FOOT NORTHEAST OF THE FENCELINE.  THE
 OQ0597'DISK IS STAMPED MC KISICK NO 1 1949 AND IS SET FLUSH.
 OQ0597'
 OQ0597'REFERENCE MARK NO. 2 IS 26 FEET SOUTHEAST OF THE CENTERLINE
 OQ0597'OF THE DRIVEWAY, AND 1 FOOT NORTHWEST OF A POWER POLE.  THE
 OQ0597'DISK IS STAMPED MC KISICK NO 2 1949 AND IS SET FLUSH.
 OQ0597'
 OQ0597'THE AZIMUTH MARK IS 35 FEET WEST OF THE CENTERLINE OF THE
 OQ0597'GRAVELED ROAD, 2 FEET SOUTH OF A WITNESS POST, AND 1 FOOT
 OQ0597'WEST OF A FENCELINE.  THE DISK IS STAMPED MC KISICK 1949
 OQ0597'AND PROJECTS 4 INCHES.  TO REACH THE MARK FROM THE STATION,
 OQ0597'GO SOUTH ON THE GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE
 OQ0597'RIGHT.
 OQ0597'
 OQ0597'A 74 FOOT SIGNAL AT ROCK RAPIDS IS VISIBLE AT 10 FEET.
 OQ0597'
 OQ0597'AN 87 FOOT SIGNAL AT BRINKMAN IS VISIBLE AT 37 FEET.
 OQ0597'
 OQ0597'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1304 ***********************************************************************
 MJ1304  DESIGNATION -  MEFFERD
 MJ1304  PID         -  MJ1304
 MJ1304  STATE/COUNTY-  IA/HARRISON
 MJ1304  USGS QUAD   -  WOODBINE (1978)
 MJ1304
 MJ1304                         *CURRENT SURVEY CONTROL
 MJ1304  ___________________________________________________________________
 MJ1304* NAD 83(1996)-  41 42 13.09405(N)    095 38 39.86729(W)     ADJUSTED  
 MJ1304* NAVD 88     -       426.6    (meters)    1400.     (feet)  VERTCON   
 MJ1304  ___________________________________________________________________
 MJ1304  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 MJ1304  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 MJ1304
 MJ1304  HORZ ORDER  -  FIRST
 MJ1304
 MJ1304.The horizontal coordinates were established by classical geodetic methods
 MJ1304.and adjusted by the National Geodetic Survey in May 1999..
 MJ1304
 MJ1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1304
 MJ1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1304
 MJ1304.The geoid height was determined by GEOID03.
 MJ1304
 MJ1304;                    North         East     Units Scale Factor Converg.
 MJ1304;SPC IA S     -   191,391.351   321,532.641   MT  0.99998682   -1 24 45.1
 MJ1304;UTM  15      - 4,620,251.481   279,974.102   MT  1.00019578   -1 45 35.9
 MJ1304
 MJ1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1304!SPC IA S     -   0.99993767  x   0.99998682  =   0.99992449
 MJ1304!UTM  15      -   0.99993767  x   1.00019578  =   1.00013344
 MJ1304
 MJ1304|---------------------------------------------------------------------|
 MJ1304| PID    Reference Object                     Distance      Geod. Az  |
 MJ1304|                                                           dddmmss.s |
 MJ1304| CL7882 MEFFERD RM 3                         16.750 METERS 02826     |
 MJ1304| MJ1171 WESTPHALIA ST BONIFACES CHURCH      APPROX.20.8 KM 0844231.5 |
 MJ1304| MJ1306 MEFFERD 2                            13.253 METERS 17654     |
 MJ1304| MJ1305 MEFFERD RM 5                          4.128 METERS 19801     |
 MJ1304| CL7883 MEFFERD RM 4                         23.697 METERS 22809     |
 MJ1304| MJ1309 LOGAN MUNICIPAL TANK                APPROX.14.4 KM 2433149.9 |
 MJ1304| MJ1329 MAGNOLIA                            APPROX.20.4 KM 2595758.2 |
 MJ1304| CL7880 MEFFERD RM 1 AZIMUTH                               2724326.2 |
 MJ1304| CL7881 MEFFERD RM 2                         72.784 METERS 34741     |
 MJ1304|---------------------------------------------------------------------|
 MJ1304
 MJ1304                          SUPERSEDED SURVEY CONTROL
 MJ1304
 MJ1304  NAD 83(1996)-  41 42 13.09509(N)    095 38 39.86819(W) AD(       ) 1
 MJ1304  NAD 83(1986)-  41 42 13.09783(N)    095 38 39.87055(W) AD(       ) 1
 MJ1304  NAD 27      -  41 42 13.14600(N)    095 38 38.84800(W) AD(       ) 1
 MJ1304  NGVD 29 (07/19/86)  426.5    (m)         1399.     (f) VERT ANG       
 MJ1304
 MJ1304.Superseded values are not recommended for survey control.
 MJ1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1304.See file dsdata.txt to determine how the superseded data were derived.
 MJ1304
 MJ1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG7997420251(NAD 83)
 MJ1304_MARKER: DS = TRIANGULATION STATION DISK
 MJ1304_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MJ1304
 MJ1304  HISTORY     - Date     Condition        Report By
 MJ1304  HISTORY     - 1930     MONUMENTED       CGS
 MJ1304  HISTORY     - 1968     GOOD             CGS
 MJ1304
 MJ1304                          STATION DESCRIPTION
 MJ1304
 MJ1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MJ1304'STATION ABOUT 8-1/2 MILES NE OF LOGAN AND 4 MILES SE OF WOODBINE,
 MJ1304'IN THE NW CORNER OF NW 40 OF NE 1/4, SEC. 32, T 80 N, R 41
 MJ1304'W, ON LAND OWNED BY R.R. MEFFERD WHO LIVES ACROSS ROAD FROM
 MJ1304'STATION.  STATION IS JUST S AND E OF INTERSECTION OF SECTION
 MJ1304'LINE E AND W ROAD WITH A 1/2-SECTION-LINE ROAD WHICH RUNS
 MJ1304'N.  STATION IS 21 FEET S AND 21 FEET E FROM THIS INTERSECTION
 MJ1304'AND IS LOCATED NEAR FENCE LINE IN A LANE.  THE MARK IS ABOUT
 MJ1304'1 FOOT BELOW THE SURFACE.
 MJ1304'
 MJ1304'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MJ1304'DISKS SET IN CONCRETE.
 MJ1304'
 MJ1304'REFERENCE MARK NO. 1 IS ON FENCE LINE ON N SIDE OF SECTION-LINE
 MJ1304'ROAD 1063 FEET W OF ROAD INTERSECTION.  REFERENCE MARK NO. 2
 MJ1304'IS ON W SIDE OF 1/2-SECTION-LINE ROAD AND 217 FEET N OF
 MJ1304'ROAD INTERSECTION.
 MJ1304'
 MJ1304'STATION REACHED FROM WOODBINE BY COUNTY ROAD WHICH LEAVES
 MJ1304'HIGHWAY 30 JUST ACROSS RAILROAD AND DITCH FROM S END OF
 MJ1304'WOODBINE.  KEEP DIRT ROAD E 2-1/2 MILES TO CORNER AT A SCHOOL,
 MJ1304'THENCE S 200 YARDS, THENCE SE 1/4 MILE AND E 0.3 MILE TO A
 MJ1304'1/2-SECTION-LINE ROAD LEADING S.  FOLLOW THIS ROAD S 1-3/4
 MJ1304'MILES TO ABOVE-MENTIONED ROAD INTERSECTION AND MEFFERD FARM.
 MJ1304'
 MJ1304'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MJ1304
 MJ1304                          STATION RECOVERY (1968)
 MJ1304
 MJ1304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MJ1304'THE STATION MARK, REFERENCE MARKS 3, 4 AND 5 WERE RECOVERED AT THIS
 MJ1304'OCCUPATION.  REFERENCE MARK 1 WAS FOUND TO HAVE BEEN DESTROYED.  A
 MJ1304'DIFFERENCE OF 0.041 METERS TO REFERENCE MARK 3 AND A DIFFERENCE OF
 MJ1304'0.012 METERS TO REFERENCE MARK 4 WERE NOTED AND VERIFIED AT THIS
 MJ1304'OCCUPATION.  DUE TO POWER LINES ABOVE THE STATION A NEW STATION
 MJ1304'MARK, MEFFERD 2 1968 WAS ESTABLISHED AT THIS TIME.  A NEW
 MJ1304'DESCRIPTION FOLLOWS.
 MJ1304'
 MJ1304'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF LOGAN, 4 MILES
 MJ1304'SOUTHEAST OF WOODBINE, IN THE SOUTHEAST ANGLE OF A CROSSROAD AND ON
 MJ1304'RIGHT-OF-WAY LAND.
 MJ1304'
 MJ1304'TO REACH MEFFERD 2  FROM THE POST OFFICE IN WOODBINE GO SOUTHERLY ON
 MJ1304'LINCOLN WAY FOR 0.35 MILE TO THE JUNCTION OF U. S. HIGHWAY 30 AND A
 MJ1304'BRIDGE OVER THE BOYER RIVER.  CONTINUE SOUTHERLY CROSSING OVER THE
 MJ1304'BRIDGE FOR 0.05 MILE TO A SIDE ROAD LEFT, HARRISON COUNTY ROAD D.
 MJ1304'TURN LEFT AND GO EASTERLY ON THE SURFACED COUNTY ROAD FOR 3.15
 MJ1304'MILES TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY
 MJ1304'ON THE GRAVELED ROAD FOR 1.75 MILES TO A CROSSROAD AND
 MJ1304'STA. MEFFERD 2 IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 MJ1304'
 MJ1304'THE STATION MARK IS A STANDARD DISK STAMPED MEFFERD 1930, SET IN THE
 MJ1304'TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS
 MJ1304'18 INCHES BELOW THE GROUND SURFACE.  IT IS 36 FEET EAST OF THE
 MJ1304'CENTER OF A NORTH-SOUTH GRAVELED ROAD, 26 FEET SOUTH OF THE CENTER
 MJ1304'OF THE EAST-WEST GRAVELED ROAD AND 12 FEET NORTHEAST OF A FENCE
 MJ1304'CORNER.
 MJ1304'
 MJ1304'THE STATION IS A STANDARD TRIANGULATION STATION MARK DISK STAMPED
 MJ1304'MEFFERD 2 1968, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT
 MJ1304'IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 69 FEET SOUTH OF THE
 MJ1304'CENTER OF THE EAST-WEST GRAVELED ROAD, 39 FEET SOUTH-SOUTHEAST OF
 MJ1304'A FENCE CORNER, 38 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 MJ1304'GRAVELED ROAD AND 12 FEET EAST OF THE METAL WITNESS POST WITH SIGN
 MJ1304'ATTACHED SET IN A FENCE LINE.
 MJ1304'
 MJ1304'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MEFFERD NO 3 1950, SET
 MJ1304'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10
 MJ1304'INCHES ABOVE THE GROUND SURFACE.  IT IS 37 FEET EAST OF A FENCE
 MJ1304'CORNER, 22 FEET NORTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD
 MJ1304'AND 2 FEET SOUTH OF A WIRE FENCE.
 MJ1304'
 MJ1304'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MEFFERD NO 4 1950, SET IN
 MJ1304'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10
 MJ1304'INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET SOUTH OF A POWER
 MJ1304'POLE SET IN A FENCE CORNER, 24 FEET WEST OF THE CENTER OF A
 MJ1304'NORTH-SOUTH GRAVELED ROAD AND 1 FOOT EAST OF A FENCE.
 MJ1304'
 MJ1304'REFERENCE MARK 5 IS A STANDARD DISK STAMPED MEFFERD NO 5 1950, SET
 MJ1304'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 16 INCHES BELOW
 MJ1304'THE GROUND SURFACE.  IT IS 39 FEET SOUTH OF THE CENTER OF THE
 MJ1304'EAST-WEST GRAVELED ROAD, 30 FEET EAST OF THE CENTER OF THE
 MJ1304'NORTH-SOUTH GRAVELED ROAD AND 8 FEET SOUTH-SOUTHEAST OF A FENCE
 MJ1304'CORNER.
 MJ1304'
 MJ1304'THE TRAVERSE DISTANCE NOTED ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 MJ1304'
 MJ1304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST
 MJ1304'OF WOODBINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1306 ***********************************************************************
 MJ1306  DESIGNATION -  MEFFERD 2
 MJ1306  PID         -  MJ1306
 MJ1306  STATE/COUNTY-  IA/HARRISON
 MJ1306  USGS QUAD   -  WOODBINE (1978)
 MJ1306
 MJ1306                         *CURRENT SURVEY CONTROL
 MJ1306  ___________________________________________________________________
 MJ1306* NAD 83(1996)-  41 42 12.66510(N)    095 38 39.83631(W)     ADJUSTED  
 MJ1306* NAVD 88     -       426.4    (meters)    1399.     (feet)  VERTCON   
 MJ1306  ___________________________________________________________________
 MJ1306  X           -    -469,076.883 (meters)                     COMP
 MJ1306  Y           -  -4,746,143.262 (meters)                     COMP
 MJ1306  Z           -   4,221,339.431 (meters)                     COMP
 MJ1306  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 MJ1306  ELLIP HEIGHT-         397.62  (meters)          (05/06/99) GPS OBS
 MJ1306  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 MJ1306
 MJ1306  HORZ ORDER  -  FIRST
 MJ1306  ELLP ORDER  -  FOURTH    CLASS I
 MJ1306
 MJ1306.The horizontal coordinates were established by classical geodetic methods
 MJ1306.and adjusted by the National Geodetic Survey in May 1999..
 MJ1306
 MJ1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1306
 MJ1306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1306
 MJ1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1306
 MJ1306.The ellipsoidal height was determined by GPS observations
 MJ1306.and is referenced to NAD 83.
 MJ1306
 MJ1306.The geoid height was determined by GEOID03.
 MJ1306
 MJ1306;                    North         East     Units Scale Factor Converg.
 MJ1306;SPC IA S     -   191,378.104   321,533.030   MT  0.99998680   -1 24 45.1
 MJ1306;UTM  15      - 4,620,238.229   279,974.412   MT  1.00019578   -1 45 35.9
 MJ1306
 MJ1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1306!SPC IA S     -   0.99993764  x   0.99998680  =   0.99992444
 MJ1306!UTM  15      -   0.99993764  x   1.00019578  =   1.00013341
 MJ1306
 MJ1306|---------------------------------------------------------------------|
 MJ1306| PID    Reference Object                     Distance      Geod. Az  |
 MJ1306|                                                           dddmmss.s |
 MJ1306| CL7882 MEFFERD RM 3                         28.849 METERS 01433     |
 MJ1306| MJ1307 MEFFERD 2 RM A                       27.100 METERS 18302     |
 MJ1306| CL7883 MEFFERD RM 4                         18.525 METERS 26204     |
 MJ1306| CL7884 MEFFERD 2 AZ MK                                    2715923.5 |
 MJ1306| CL7136 HUPP RM 1                            24.510 METERS 33114     |
 MJ1306| MJ1305 MEFFERD RM 5                          9.519 METERS 34755     |
 MJ1306| MJ1304 MEFFERD                              13.253 METERS 35654     |
 MJ1306|---------------------------------------------------------------------|
 MJ1306
 MJ1306                          SUPERSEDED SURVEY CONTROL
 MJ1306
 MJ1306  NAD 83(1996)-  41 42 12.66613(N)    095 38 39.83722(W) AD(       ) 1
 MJ1306  NAD 83(1986)-  41 42 12.66877(N)    095 38 39.83954(W) AD(       ) 1
 MJ1306  NAD 27      -  41 42 12.71705(N)    095 38 38.81696(W) AD(       ) 1
 MJ1306  NGVD 29 (07/19/86)  426.3    (m)         1399.     (f) VERT ANG       
 MJ1306
 MJ1306.Superseded values are not recommended for survey control.
 MJ1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1306.See file dsdata.txt to determine how the superseded data were derived.
 MJ1306
 MJ1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG7997420238(NAD 83)
 MJ1306_MARKER: DS = TRIANGULATION STATION DISK
 MJ1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1306_SP_SET: CONCRETE POST
 MJ1306_STAMPING: MEFFERD 2 1968
 MJ1306_MARK LOGO: CGS   
 MJ1306_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1306+STABILITY: SURFACE MOTION
 MJ1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1306+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1989
 MJ1306
 MJ1306  HISTORY     - Date     Condition        Report By
 MJ1306  HISTORY     - 1968     MONUMENTED       CGS
 MJ1306  HISTORY     - 1968     GOOD             CGS
 MJ1306  HISTORY     - 1973     GOOD             NGS
 MJ1306  HISTORY     - 19890328 GOOD             NGS
 MJ1306  HISTORY     - 19890921 GOOD             NGS
 MJ1306
 MJ1306                          STATION DESCRIPTION
 MJ1306
 MJ1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MJ1306'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF LOGAN, 4 MILES
 MJ1306'SOUTHEAST OF WOODBINE AND ON CULTIVATED LAND OWNED BY MR. CARL
 MJ1306'BURMEISTER.
 MJ1306'
 MJ1306'TO REACH THE STATION FROM THE POST OFFICE IN WOODBINE GO
 MJ1306'SOUTHERLY ON LINCOLN WAY FOR 0.35 MILE TO THE JUNCTION OF
 MJ1306'U.S. HIGHWAY 30 AND A BRIDGE OVER THE BOYER RIVER.  CONTINUE
 MJ1306'SOUTHERLY CROSSING OVER THE BRIDGE FOR 0.05 MILE TO A SIDE ROAD
 MJ1306'LEFT, HARRISON COUNTY ROAD D.  TURN LEFT AND GO EASTERLY ON THE
 MJ1306'SURFACED COUNTY ROAD FOR 3.15 MILES TO A GRAVELED SIDE ROAD
 MJ1306'RIGHT.  TURN RIGHT AND GO SOUTHERLY ON THE GRAVELED ROAD FOR
 MJ1306'1.75 MILES TO A CROSSROAD AND THE STATION IN THE SOUTHEAST ANGLE
 MJ1306'OF THE INTERSECTION.  TURN RIGHT AND GO WESTERLY ON THE
 MJ1306'GRAVELED ROAD FOR 0.3 MILE TO AZIMUTH MARK ON THE LEFT.
 MJ1306'
 MJ1306'THE STATION MARK IS A STANDARD DISK STAMPED MEFFERD 2 1968, SET
 MJ1306'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 18 INCHES
 MJ1306'BELOW THE GROUND SURFACE.  IT IS 69 FEET SOUTH OF THE CENTER OF
 MJ1306'THE EAST-WEST GRAVELED ROAD, 39 FEET SOUTH-SOUTHEAST OF A FENCE
 MJ1306'CORNER, 38 FEET EAST OF THE CENTER OF THE NORTH-SOUTH GRAVELED
 MJ1306'ROAD AND 12 FEET EAST OF THE METAL WITNESS POST WITH SIGN
 MJ1306'ATTACHED SET IN A FENCE LINE.
 MJ1306'
 MJ1306'THE STATION MARK IS A STANDARD DISK STAMPED MEFFERD 1930, SET
 MJ1306'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 18 INCHES
 MJ1306'BELOW THE GROUND SURFACE.  IT IS 36 FEET EAST OF THE CENTER OF A
 MJ1306'NORTH-SOUTH GRAVELED ROAD, 26 FEET SOUTH OF THE CENTER OF THE
 MJ1306'EAST-WEST GRAVELED ROAD AND 12 FEET NORTHEAST OF A FENCE
 MJ1306'CORNER.  DUE TO POWER LINES OVER THIS STATION MEFFERD 2 WAS
 MJ1306'ESTABLISHED AT THIS TIME.
 MJ1306'
 MJ1306'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MEFFERD NO 3 1950,
 MJ1306'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MJ1306'10 INCHES ABOVE THE GROUND SURFACE.  IT IS 37 FEET EAST OF A FENCE
 MJ1306'CORNER, 22 FEET NORTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD
 MJ1306'AND 2 FEET SOUTH OF A WIRE FENCE.
 MJ1306'
 MJ1306'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MEFFERD NO 4 1950,
 MJ1306'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MJ1306'10 INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET SOUTH OF A
 MJ1306'POWERLINE POLE SET IN A FENCE CORNER, 24 FEET WEST OF THE CENTER
 MJ1306'OF THE NORTH-SOUTH GRAVELED ROAD AND 1 FOOT EAST OF A FENCE.
 MJ1306'
 MJ1306'REFERENCE MARK 5 IS A STANDARD DISK STAMPED MEFFERD NO 5 1950,
 MJ1306'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 16 INCHES
 MJ1306'BELOW THE GROUND SURFACE.  IT IS 39 FEET SOUTH OF THE CENTER OF
 MJ1306'THE EAST-WEST GRAVELED ROAD, 30 FEET EAST OF THE CENTER OF THE
 MJ1306'NORTH-SOUTH GRAVELED ROAD AND 8 FEET SOUTH-SOUTHEAST OF A FENCE
 MJ1306'CORNER.
 MJ1306'
 MJ1306'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MEFFERD 2 1968, SET
 MJ1306'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MJ1306'DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT
 MJ1306'IS 33 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 11 FEET
 MJ1306'EAST OF A POWER POLE, 1-1/2 FEET EAST OF A METAL WITNESS POST
 MJ1306'WITH SIGN ATTACHED AND 1 FOOT NORTH OF A WIRE FENCE.
 MJ1306'
 MJ1306'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 MJ1306
 MJ1306                          STATION RECOVERY (1968)
 MJ1306
 MJ1306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MJ1306'RECOVERED IN GOOD CONDITION.
 MJ1306
 MJ1306                          STATION RECOVERY (1973)
 MJ1306
 MJ1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (TLK)
 MJ1306'THE TO REACH PORTION OF THE ORIGINAL DESCRIPTION IS CORRECT.  RM 5,
 MJ1306'MEFFERD 1930, RM 3, RM A AND RM 4 WERE RECOVERED IN GOOD CONDITION.
 MJ1306'THE MARKS WERE LOCATED IN POSITIONS DESCRIBED.  HOWEVER, THE
 MJ1306'STAMPING ON ALL MARKS WERE MEFFERD AND NOT MEFFORD AS ON ORIGINAL
 MJ1306'DESCRIPTION OF STATION.
 MJ1306'
 MJ1306'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST
 MJ1306'OF WOODBINE.
 MJ1306
 MJ1306                          STATION RECOVERY (1989)
 MJ1306
 MJ1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ1306'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTHEAST OF WOODBINE,
 MJ1306'IN THE NORTHWEST CORNER OF A CULTIVATED FIELD, IN THE SOUTHEAST ANGLE
 MJ1306'OF A GRAVEL ROAD JUNCTION.  OWNERSHIP--CARL AND FRANCES BURMEISTER,
 MJ1306'ROUTE 2 BOX 59, WOODBINE, IA 51579. TELEPHONE 712-647-2897.
 MJ1306'TO REACH THE STATION FRON THE JUNCTION OF US HIGHWAY 30 AND COUNTY
 MJ1306'ROAD F 32 ON THE SOUTH SIDE OF A BRIDGE OVER THE BOYER RIVER, NEAR THE
 MJ1306'SOUTHEAST CORNER OF WOODBINE, GO EAST ON COUNTY ROAD F 32 FOR 2.40 KM
 MJ1306'(1.50 MI) TO A GRAVEL CROSSROAD AT THE TOP OF A GRADE.  CONTINUE AHEAD
 MJ1306'FOR 2.46 KM (1.55 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 MJ1306'FOR 2.8 KM (1.75 MI) TO A CROSSROAD AT HIGH GROUND AND THE STATION ON
 MJ1306'THE LEFT.
 MJ1306'THE STATION IS ABOUT 0.3 M (1.0 FT) HIGHER THAN THE ROAD AND RECESSED
 MJ1306'35 CM.  IT IS 28.8 M (94.5 FT) SOUTH OF THE ROAD CENTER OF THE
 MJ1306'CROSSROAD, 12.6 M (41.3 FT) SOUTH-SOUTHWEST OF THE EAST FIELD ENTRANCE
 MJ1306'GATE POST, 11.9 M (39.0 FT) SOUTH-SOUTHEAST OF A FIELD ENTRANCE GATE
 MJ1306'FENCE CORNER POST, 11.1 M (36.4 FT) EAST OF THE ROAD CENTER, 4.8 M
 MJ1306'(15.7 FT) NORTHEAST OF AN UNDERGROUND CABLE WITNESS POST AND 3.7 M
 MJ1306'(12.1 FT) EAST-SOUTHEAST OF A WITNESS SIGN ON A METAL FENCE POST.
 MJ1306'DESCRIBED BY R.D.BALL.
 MJ1306
 MJ1306                          STATION RECOVERY (1989)
 MJ1306
 MJ1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ1306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1307 ***********************************************************************
 MJ1307  DESIGNATION -  MEFFERD 2 RM A
 MJ1307  PID         -  MJ1307
 MJ1307  STATE/COUNTY-  IA/HARRISON
 MJ1307  USGS QUAD   -  WOODBINE (1978)
 MJ1307
 MJ1307                         *CURRENT SURVEY CONTROL
 MJ1307  ___________________________________________________________________
 MJ1307* NAD 83(1996)-  41 42 11.78794(N)    095 38 39.89833(W)     ADJUSTED  
 MJ1307* NAVD 88     -       426.1    (meters)    1398.     (feet)  VERTCON   
 MJ1307  ___________________________________________________________________
 MJ1307  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 MJ1307  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 MJ1307
 MJ1307  HORZ ORDER  -  FIRST
 MJ1307
 MJ1307.The horizontal coordinates were established by classical geodetic methods
 MJ1307.and adjusted by the National Geodetic Survey in May 1999..
 MJ1307
 MJ1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1307
 MJ1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1307
 MJ1307.The geoid height was determined by GEOID03.
 MJ1307
 MJ1307;                    North         East     Units Scale Factor Converg.
 MJ1307;SPC IA S     -   191,351.085   321,530.930   MT  0.99998677   -1 24 45.1
 MJ1307;UTM  15      - 4,620,211.218   279,972.147   MT  1.00019579   -1 45 35.9
 MJ1307
 MJ1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1307!SPC IA S     -   0.99993775  x   0.99998677  =   0.99992452
 MJ1307!UTM  15      -   0.99993775  x   1.00019579  =   1.00013352
 MJ1307
 MJ1307|---------------------------------------------------------------------|
 MJ1307| PID    Reference Object                     Distance      Geod. Az  |
 MJ1307|                                                           dddmmss.s |
 MJ1307| MJ1306 MEFFERD 2                            27.100 METERS 00302     |
 MJ1307| MJ1301 PORTSMOUTH ATT MW TOWER             APPROX.10.6 KM 0991419.6 |
 MJ1307|---------------------------------------------------------------------|
 MJ1307
 MJ1307                          SUPERSEDED SURVEY CONTROL
 MJ1307
 MJ1307  NAD 83(1996)-  41 42 11.78898(N)    095 38 39.89924(W) AD(       ) 1
 MJ1307  NAD 83(1986)-  41 42 11.79166(N)    095 38 39.90156(W) AD(       ) 1
 MJ1307  NAD 27      -  41 42 11.83988(N)    095 38 38.87902(W) AD(       ) 1
 MJ1307  NGVD 29 (07/19/86)  426.0    (m)         1398.     (f) VERT ANG       
 MJ1307
 MJ1307.Superseded values are not recommended for survey control.
 MJ1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1307.See file dsdata.txt to determine how the superseded data were derived.
 MJ1307
 MJ1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG7997220211(NAD 83)
 MJ1307_MARKER: DS = TRIANGULATION STATION DISK
 MJ1307_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MJ1307
 MJ1307  HISTORY     - Date     Condition        Report By
 MJ1307  HISTORY     - 1968     MONUMENTED       CGS
 MJ1307
 MJ1307                          STATION DESCRIPTION
 MJ1307
 MJ1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MJ1307'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF LOGAN, 4 MILES
 MJ1307'SOUTHEAST OF WOODBINE AND ON CULTIVATED LAND OWNED BY MR. CARL
 MJ1307'BURMEISTER.
 MJ1307'
 MJ1307'THE STATION IS A STANDARD TRIANGULATION STATION DISK STAMPED
 MJ1307'MEFFERD 2 RM A 1968, CEMENTED IN THE TOP OF A IRREGULAR MASS OF
 MJ1307'CONCRETE THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 130
 MJ1307'FEET SOUTH OF A FENCE CORNER.  33 FEET EAST OF THE CENTERLINE OF A
 MJ1307'GRAVEL ROAD AND 6 FEET EAST OF A METAL WITNESS POST WITH SIGN
 MJ1307'ATTACHED.
 MJ1307'
 MJ1307'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MEFFERD 2
 MJ1307'1968.  THE DISTANCE, REDUCED TO SEA LEVEL.
 MJ1307'
 MJ1307'TO REACH MEFFERD 2  FROM THE POST OFFICE IN WOODBINE GO SOUTHERLY ON
 MJ1307'LINCOLN WAY FOR 0.35 MILE TO THE JUNCTION OF U. S. HIGHWAY 30 AND A
 MJ1307'BRIDGE OVER THE BOYER RIVER.  CONTINUE SOUTHERLY CROSSING OVER THE
 MJ1307'BRIDGE FOR 0.05 MILE TO A SIDE ROAD LEFT, HARRISON COUNTY ROAD D.
 MJ1307'TURN LEFT AND GO EASTERLY ON THE SURFACED COUNTY ROAD FOR 3.15
 MJ1307'MILES TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY
 MJ1307'ON THE GRAVELED ROAD FOR 1.75 MILES TO A CROSSROAD AND
 MJ1307'STA. MEFFERD 2 IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1305 ***********************************************************************
 MJ1305  DESIGNATION -  MEFFERD RM 5
 MJ1305  PID         -  MJ1305
 MJ1305  STATE/COUNTY-  IA/HARRISON
 MJ1305  USGS QUAD   -  WOODBINE (1978)
 MJ1305
 MJ1305                         *CURRENT SURVEY CONTROL
 MJ1305  ___________________________________________________________________
 MJ1305* NAD 83(1996)-  41 42 12.96681(N)    095 38 39.92253(W)     ADJUSTED  
 MJ1305* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 MJ1305  ___________________________________________________________________
 MJ1305  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 MJ1305  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 MJ1305
 MJ1305  HORZ ORDER  -  SECOND
 MJ1305
 MJ1305.The horizontal coordinates were established by classical geodetic methods
 MJ1305.and adjusted by the National Geodetic Survey in May 1999..
 MJ1305
 MJ1305.The orthometric height was scaled from a topographic map.
 MJ1305
 MJ1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1305
 MJ1305.The geoid height was determined by GEOID03.
 MJ1305
 MJ1305;                    North         East     Units Scale Factor Converg.
 MJ1305;SPC IA S     -   191,387.458   321,531.267   MT  0.99998682   -1 24 45.1
 MJ1305;UTM  15      - 4,620,247.596   279,972.705   MT  1.00019579   -1 45 35.9
 MJ1305
 MJ1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1305!SPC IA S     -   0.99993775  x   0.99998682  =   0.99992457
 MJ1305!UTM  15      -   0.99993775  x   1.00019579  =   1.00013352
 MJ1305
 MJ1305|---------------------------------------------------------------------|
 MJ1305| PID    Reference Object                     Distance      Geod. Az  |
 MJ1305|                                                           dddmmss.s |
 MJ1305| MJ1304 MEFFERD                               4.128 METERS 01801     |
 MJ1305| CL7882 MEFFERD RM 3                         20.794 METERS 02621     |
 MJ1305| CL7883 MEFFERD RM 4                         20.206 METERS 23405     |
 MJ1305| CL7880 MEFFERD RM 1 AZIMUTH                               2732456.4 |
 MJ1305| MJ1334 HARRIS                              APPROX.18.6 KM 3123538.2 |
 MJ1305|---------------------------------------------------------------------|
 MJ1305
 MJ1305                          SUPERSEDED SURVEY CONTROL
 MJ1305
 MJ1305  NAD 83(1996)-  41 42 12.96785(N)    095 38 39.92343(W) AD(       ) 2
 MJ1305  NAD 83(1986)-  41 42 12.97073(N)    095 38 39.92577(W) AD(       ) 2
 MJ1305  NAD 27      -  41 42 13.01900(N)    095 38 38.90300(W) AD(       ) 2
 MJ1305
 MJ1305.Superseded values are not recommended for survey control.
 MJ1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1305.See file dsdata.txt to determine how the superseded data were derived.
 MJ1305
 MJ1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG7997320248(NAD 83)
 MJ1305_MARKER: DD = SURVEY DISK
 MJ1305_SETTING: 0 = UNSPECIFIED SETTING
 MJ1305
 MJ1305  HISTORY     - Date     Condition        Report By
 MJ1305  HISTORY     - 1950     MONUMENTED       CGS
 MJ1305
 MJ1305                          STATION DESCRIPTION
 MJ1305
 MJ1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1305'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF LOGAN, 4
 MJ1305'MILES SOUTHEAST OF WOODBINE AND IN THE SOUTHEAST ANGLE OF A
 MJ1305'ROAD INTERSECTION.  IT IS 44.6 FEET SOUTH OF THE CENTERLINE
 MJ1305'OF THE EAST AND WEST ROAD, 32.8 FEET SOUTH OF THE
 MJ1305'CENTERLINE OF THE NORTH AND SOUTH ROAD, 22 FEET SOUTH OF
 MJ1305'THE EAST AND WEST RIGHT-OF-WAY FENCE AND 7 FEET EAST OF THE
 MJ1305'NORTH AND SOUTH RIGHT-OF-WAY FENCE.  THE MARK IS ABOUT 14
 MJ1305'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 MJ1305'STAMPED MEFFERD NO 5 1950.
 MJ1305'
 MJ1305'REFERENCE MARK NO. 3 IS 62 FEET EAST OF THE CENTERLINE OF THE
 MJ1305'NORTH AND SOUTH ROAD, 17.5 FEET NORTH OF THE CENTERLINE OF
 MJ1305'THE EAST AND WEST ROAD AND 1 FOOT SOUTH OF THE FENCE.  THE
 MJ1305'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MEFFERD NO
 MJ1305'3 1950.
 MJ1305'
 MJ1305'REFERENCE MARK NO. 4 IS 25 FEET WEST OF THE CENTERLINE OF THE
 MJ1305'NORTH AND SOUTH ROAD AND 1 FOOT EAST OF THE FENCE.  THE MARK
 MJ1305'PROJECTS 4 INCHES AND THE DISK IS STAMPED MEFFERD NO 4 1950.
 MJ1305'
 MJ1305'MEFFERD 1930 IS 35 FEET EAST OF THE CENTERLINE OF THE NORTH
 MJ1305'AND SOUTH ROAD, 30.5 FEET SOUTH OF THE CENTERLINE OF THE
 MJ1305'EAST AND WEST ROAD AND 8.6 FEET SOUTH OF THE EAST AND WEST
 MJ1305'RIGHT-OF-WAY FENCE.  THE MARK IS ABOUT 14 INCHES BELOW THE
 MJ1305'SURFACE OF THE GROUND AND THE DISK IS STAMPED MEFFERD 1930.
 MJ1305'A TRAVERSE CONNECTION WAS MADE FROM STATION MEFFERD 1930
 MJ1305'TO MEFFERD R.M. NO. 5.  THE DISTANCE IS AS SHOWN ABOVE.
 MJ1305'
 MJ1305'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 23 FEET WEST OF A FENCE
 MJ1305'POST WITH A TRIANGLE BLAZE, 18 FEET NORTH OF THE CENTERLINE
 MJ1305'OF THE ROAD AND IN THE RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH
 MJ1305'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED MEFFERD
 MJ1305'AZI NO 1 1930.
 MJ1305'
 MJ1305'TO REACH FROM THE RIVERSIDE CLUB CAFE, AT THE SOUTHEAST EDGE
 MJ1305'OF WOODBINE WHERE U.S. HIGHWAY 30 MAKES A RIGHT ANGLE TURN, GO
 MJ1305'EAST ON HIGHWAY 30 A CROSS BRIDGE FOR 0.05 MILE TO A SIDE ROAD
 MJ1305'LEFT, TURN LEFT (EASTERLY) ON GRAVELED ROAD FOR 3.15 MILES
 MJ1305'TO A SIDE ROAD RIGHT, TURN RIGHT (SOUTH) ON DIRT ROAD FOR
 MJ1305'1.8 MILES TO CROSSROADS AND THE STATION IN THE SOUTHEAST
 MJ1305'ANGLE OF THE ROADS.
 MJ1305'
 MJ1305'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.2 MILE
 MJ1305'TO THE MARK ON THE RIGHT OR NORTH SIDE OF ROAD.
 MJ1305'
 MJ1305'NOTE--THE RECORDS SHOW THE STATION AS MEFFERD BUT THE DISKS
 MJ1305'ARE STAMPED MEFFERD.
 MJ1305'
 MJ1305'A 37 FT. SIGNAL AT HARRIS AND CUTLER 1930 IS V.G.
 MJ1305'
 MJ1305'A 4 FT. SIGNAL AT SCRATCH IS V.G.
 MJ1305'
 MJ1305'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1312 ***********************************************************************
 LF1312  DESIGNATION -  MEL
 LF1312  PID         -  LF1312
 LF1312  STATE/COUNTY-  IA/TAYLOR
 LF1312  USGS QUAD   -  LADOGA (1980)
 LF1312
 LF1312                         *CURRENT SURVEY CONTROL
 LF1312  ___________________________________________________________________
 LF1312* NAD 83(1996)-  40 42 31.06682(N)    094 47 36.33868(W)     ADJUSTED  
 LF1312* NAVD 88     -       373.3    (meters)    1225.     (feet)  VERTCON   
 LF1312  ___________________________________________________________________
 LF1312  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 LF1312  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LF1312
 LF1312  HORZ ORDER  -  FIRST
 LF1312
 LF1312.The horizontal coordinates were established by classical geodetic methods
 LF1312.and adjusted by the National Geodetic Survey in May 1999..
 LF1312
 LF1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1312
 LF1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1312
 LF1312.The geoid height was determined by GEOID03.
 LF1312
 LF1312;                    North         East     Units Scale Factor Converg.
 LF1312;SPC IA S     -    79,504.834   390,705.097   MT  0.99998504   -0 51 07.1
 LF1312;UTM  15      - 4,507,959.683   348,504.011   MT  0.99988250   -1 10 11.7
 LF1312
 LF1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1312!SPC IA S     -   0.99994630  x   0.99998504  =   0.99993134
 LF1312!UTM  15      -   0.99994630  x   0.99988250  =   0.99982881
 LF1312
 LF1312:                Primary Azimuth Mark                     Grid Az
 LF1312:SPC IA S     -  NENDICK                                  089 06 55.7
 LF1312:UTM  15      -  NENDICK                                  089 26 00.3
 LF1312
 LF1312|---------------------------------------------------------------------|
 LF1312| PID    Reference Object                     Distance      Geod. Az  |
 LF1312|                                                           dddmmss.s |
 LF1312| LF1310 NENDICK                             APPROX.13.7 KM 0881548.6 |
 LF1312| LF1311 BEDFORD MUNICIPAL STANDPIPE         APPROX. 7.1 KM 1313045.4 |
 LF1312| CL7885 MEL AZ MK                                          1685828.8 |
 LF1312| LF1316 HOPKINS MUNICIPAL TANK              APPROX.17.5 KM 1852407.3 |
 LF1312| CL7886 MEL RM 1                             34.997 METERS 23302     |
 LF1312| CL7887 MEL RM 2                             31.974 METERS 30902     |
 LF1312|---------------------------------------------------------------------|
 LF1312
 LF1312                          SUPERSEDED SURVEY CONTROL
 LF1312
 LF1312  NAD 83(1986)-  40 42 31.06429(N)    094 47 36.36035(W) AD(       ) 1
 LF1312  NAD 27      -  40 42 31.11000(N)    094 47 35.46000(W) AD(       ) 1
 LF1312  NGVD 29 (07/19/86)  373.2    (m)         1224.     (f) VERT ANG       
 LF1312
 LF1312.Superseded values are not recommended for survey control.
 LF1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1312.See file dsdata.txt to determine how the superseded data were derived.
 LF1312
 LF1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF4850407960(NAD 83)
 LF1312_MARKER: DS = TRIANGULATION STATION DISK
 LF1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1312
 LF1312  HISTORY     - Date     Condition        Report By
 LF1312  HISTORY     - 1934     MONUMENTED       CGS
 LF1312  HISTORY     - 1974     GOOD             NGS
 LF1312  HISTORY     - 1974     GOOD             USE
 LF1312  HISTORY     - 1975     GOOD             USGS
 LF1312
 LF1312                          STATION DESCRIPTION
 LF1312
 LF1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1312'THIS STATION IS ABOUT 5 MILES NW OF BEDFORD, IN THE SW 1/4 OF
 LF1312'SECTION 7, T 68 N, R 34 W, IN PASTURE LOT OF LAND OWNED BY MEL
 LF1312'SAWYER, WHO LIVES IN BEDFORD.  THE STATION MARK IS ABOUT 200
 LF1312'YARDS N OF WHERE HIGHWAY 3 STARTS TO TURN W, 150 YARDS W OF
 LF1312'FARMHOUSE, 105 FEET NW OF WHITE BOARD GATE, AT ENTRANCE TO
 LF1312'PASTURE LOT, 65 FEET NE OF CENTER LINE OF HIGHWAY 3, 45 FEET W OF
 LF1312'PROMINENT ROW OF LARGE MAPLE TREES, 15 FEET NE OF RIGHT-OF-WAY
 LF1312'FENCE LINE.  THE MARK IS 12 INCHES UNDERGROUND.
 LF1312'
 LF1312'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LF1312'BRONZE DISKS SET IN CONCRETE.
 LF1312'
 LF1312'REFERENCE MARK NO. 1 IS SW OF THE STATION, 50 FEET SW OF CENTER
 LF1312'LINE OF HIGHWAY 3, 40 FEET NW OF TELEPHONE POLE, 1 FOOT NE OF
 LF1312'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 6 INCHES.
 LF1312'
 LF1312'REFERENCE MARK NO. 2 IS NW OF THE STATION, 48 FEET NE OF THE
 LF1312'CENTER LINE OF HIGHWAY 3, 3 FEET NW OF GATEPOST, 2 FEET SW OF
 LF1312'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 6 INCHES.
 LF1312'
 LF1312'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LF1312'NO. 2 IS 135.49 FEET.
 LF1312'
 LF1312'THE AZIMUTH MARK IS S OF THE STATION, 50 FEET E OF THE CENTER OF
 LF1312'LINE OF HIGHWAY 3, AND 6 INCHES W OF E RIGHT-OF-WAY FENCE LINE.
 LF1312'THE MARK PROJECTS 6 INCHES.
 LF1312'
 LF1312'REACHED FROM THE JUNCTION OF HIGHWAY 3 AND HIGHWAY 148, AT THE
 LF1312'W EDGE OF BEDFORD, BY GOING N AND W ON HIGHWAYS 3 AND 148, FOR
 LF1312'0.75 MILE TO WHERE HIGHWAY 148 TURNS N, CONTINUE W ON HIGHWAY 3
 LF1312'FOR 3.4 MILES TO SHARP TURN N, CONTINUE ON HIGHWAY 3 (N) FOR 2.15
 LF1312'MILES TO SAWYER FARM AND STATION.
 LF1312'
 LF1312'ALL LIGHTS COME INTO VIEW AT 60 FEET.
 LF1312
 LF1312                          STATION RECOVERY (1974)
 LF1312
 LF1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LF1312'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LF1312'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 LF1312'TILTED OUT OF POSITION (DESTROYED).
 LF1312'
 LF1312'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LF1312'
 LF1312'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF BEDFORD AND ABOUT
 LF1312'6 MILES EAST OF NEW MARKET, IN THE SOUTHWEST QUARTER OF SECTION 7,
 LF1312'T 68 N, R 34 W, IN A PASTURE LOT OF LAND OWNED BY MR. FLOYD
 LF1312'SPRAGUES JR. ROUTE 3, BEDFORD, IOWA, WHO LIVES AT FARM AT THE
 LF1312'STATION SITE.
 LF1312'
 LF1312'THE STATION MARK IS A STANDARD DISK STAMPED MEL 1934, SET IN THE TOP
 LF1312'OF A 12 INCH CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE SURFACE
 LF1312'OF THE GROUND.  IT IS 161 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 LF1312'CORNER OF A METAL EQUIPMENT BUILDING, 38.5 FEET WEST OF THE WEST
 LF1312'EDGE OF A CONCRETE FOUNDATION FOR A METAL GRAIN BIN AND 16.5 FEET
 LF1312'NORTHEAST OF A METAL WITNESS POST IN FENCELINE.
 LF1312'
 LF1312'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MEL NO 1 1934, SET IN
 LF1312'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 LF1312'THE GROUND SURFACE.  IT IS 50 FEET SOUTHWEST OF THE CENTER OF
 LF1312'HIGHWAY 2, 40 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT NORTHEAST
 LF1312'OF A RIGHT-OF-WAY FENCE AND 1 FOOT WEST-NORTHWEST OF A METAL
 LF1312'WITNESS POST.
 LF1312'
 LF1312'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MEL NO 2 1934, SET IN
 LF1312'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 LF1312'ABOVE THE GROUND SURFACE.  IT IS 48 FEET NORTHEAST OF THE CENTER
 LF1312'OF HIGHWAY 2, 3 FEET NORTHWEST OF A GATE POST, 2 FEET SOUTHWEST
 LF1312'OF A RIGHT-OF-WAY FENCE, 1 FOOT SOUTHWEST OF A METAL WITNESS
 LF1312'POST.
 LF1312'
 LF1312'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND
 LF1312'COUNTY ROAD N 26 AT NEW MARKET, GO EASTERLY ON HIGHWAY 2 FOR 6.1
 LF1312'MILES TO WHERE THE HIGHWAY CURVES TO THE SOUTH, THE SPRAGUES FARM
 LF1312'AND STATION ON THE LEFT.
 LF1312'
 LF1312'NOTE--STATION NOT OCCUPIED FOR HORIZONTAL DIRECTIONS THIS DATE.
 LF1312'
 LF1312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 LF1312'NORTHWEST OF BEDFORD.
 LF1312
 LF1312                          STATION RECOVERY (1974)
 LF1312
 LF1312'RECOVERY NOTE BY US ENGINEERS 1974 (RLW)
 LF1312'MEL RECOVERED IN GOOD CONDITION.
 LF1312'
 LF1312'AZIMUTH MARK RECOVERED-- TOP BROKEN OFF, CANNOT BE USED.
 LF1312'
 LF1312'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES NW. OF
 LF1312'BEDFORD, IOWA.
 LF1312
 LF1312                          STATION RECOVERY (1975)
 LF1312
 LF1312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF1312'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0800 ***********************************************************************
 OP0800  DESIGNATION -  MELLO
 OP0800  PID         -  OP0800
 OP0800  STATE/COUNTY-  IA/CLAY
 OP0800  USGS QUAD   -  ROYAL (1970)
 OP0800
 OP0800                         *CURRENT SURVEY CONTROL
 OP0800  ___________________________________________________________________
 OP0800* NAD 83(1996)-  43 04 03.84175(N)    095 22 24.87889(W)     ADJUSTED  
 OP0800* NAVD 88     -       434.2    (meters)    1425.     (feet)  VERTCON   
 OP0800  ___________________________________________________________________
 OP0800  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 OP0800  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 OP0800
 OP0800  HORZ ORDER  -  FIRST
 OP0800
 OP0800.The horizontal coordinates were established by classical geodetic methods
 OP0800.and adjusted by the National Geodetic Survey in May 1999..
 OP0800
 OP0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0800
 OP0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0800
 OP0800.The geoid height was determined by GEOID03.
 OP0800
 OP0800;                    North         East     Units Scale Factor Converg.
 OP0800;SPC IA N     - 1,175,832.674 1,347,411.713   MT  0.99996971   -1 16 11.3
 OP0800;UTM  15      - 4,771,070.889   306,742.443   MT  1.00005947   -1 37 16.8
 OP0800
 OP0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0800!SPC IA N     -   0.99993634  x   0.99996971  =   0.99990605
 OP0800!UTM  15      -   0.99993634  x   1.00005947  =   0.99999581
 OP0800
 OP0800:                Primary Azimuth Mark                     Grid Az
 OP0800:SPC IA N     -  EVERLY MUN TANK                          020 30 16.6
 OP0800:UTM  15      -  EVERLY MUN TANK                          020 51 22.1
 OP0800
 OP0800|---------------------------------------------------------------------|
 OP0800| PID    Reference Object                     Distance      Geod. Az  |
 OP0800|                                                           dddmmss.s |
 OP0800| OP0794 EVERLY MUN TANK                     APPROX.11.1 KM 0191405.3 |
 OP0800| OP0793 EVERLY CORN BELT PWR COOP MAST      APPROX.14.0 KM 0432128.3 |
 OP0800| OP0796 ROYAL MUN TANK                      APPROX. 7.1 KM 0923348.7 |
 OP0800| CO3238 MELLO RM 1                           12.561 METERS 09530     |
 OP0800| CO3237 MELLO AZ MK                                        2785900.6 |
 OP0800| CO3239 MELLO RM 2                           18.879 METERS 35057     |
 OP0800|---------------------------------------------------------------------|
 OP0800
 OP0800                          SUPERSEDED SURVEY CONTROL
 OP0800
 OP0800  NAD 83(1996)-  43 04 03.84175(N)    095 22 24.87890(W) AD(       ) 1
 OP0800  NAD 83(1986)-  43 04 03.83962(N)    095 22 24.87100(W) AD(       ) 1
 OP0800  NAD 27      -  43 04 03.93456(N)    095 22 23.85367(W) AD(       ) 1
 OP0800  NGVD 29 (07/19/86)  434.0    (m)         1424.     (f) VERT ANG       
 OP0800
 OP0800.Superseded values are not recommended for survey control.
 OP0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0800.See file dsdata.txt to determine how the superseded data were derived.
 OP0800
 OP0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH0674271071(NAD 83)
 OP0800_MARKER: DS = TRIANGULATION STATION DISK
 OP0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0800_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0800
 OP0800  HISTORY     - Date     Condition        Report By
 OP0800  HISTORY     - 1971     MONUMENTED       NGS
 OP0800
 OP0800                          STATION DESCRIPTION
 OP0800
 OP0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0800'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH-SOUTHWEST OF EVERLY,
 OP0800'4.5 MILES WEST OF ROYAL, IN THE SOUTHWEST CORNER OF THE
 OP0800'TRI MELLO CEMETERY, ON PROPERTY OWNED BY CLAY TOWNSHIP AND NEAR
 OP0800'THE NORTH CENTER EDGE OF SEC. 7, T 95 N, R 38 W.
 OP0800'
 OP0800'TO REACH THE STATION FROM THE POST OFFICE IN ROYAL, GO WEST ON
 OP0800'MAIN STREET FOR 0.25 MILE TO A T-INTERSECTION.  TURN RIGHT AND
 OP0800'GO NORTH ON A PAVED ROAD FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT
 OP0800'AND GO WEST ON COUNTY ROAD B 40 FOR 2.2 MILES TO A CROSSROAD
 OP0800'(COUNTY ROAD M 37).  CONTINUE WEST ON COUNTY ROAD B 40 FOR 2.2
 OP0800'MILES TO THE TRI MELLO CEMETARY ENTRANCE GATE ON THE LEFT AND
 OP0800'THE STATION IN THE SOUTHWEST CORNER OF THE CEMETERY.
 OP0800'
 OP0800'THE STATION MARKS ARE STANDARD DISKS STAMPED MELLO 1971.  THE
 OP0800'SURFACE DISK IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP0800'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 13 FEET
 OP0800'NORTHEAST OF A FENCE CORNER, 10 FEET EAST OF A NORTH-SOUTH
 OP0800'FENCE AND 9 FEET NORTH OF A EAST-WEST FENCE.  THE UNDERGROUND
 OP0800'DISK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 OP0800'BELOW THE GROUND SURFACE.
 OP0800'
 OP0800'REFERENCE MARK 1, A STANDARD DISK STAMPED MELLO NO 1 1971, IS
 OP0800'SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 OP0800'FLUSH WITH THE GROUND SURFACE.  IT IS 80 FEET EAST OF THE
 OP0800'FENCE CORNER AND 1 FOOT NORTH OF THE EAST-WEST FENCE.
 OP0800'
 OP0800'REFERENCE MARK 2, A STANDARD DISK STAMPED MELLO NO 2 1971, IS
 OP0800'SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OP0800'IS FLUSH WITH THE GROUND SURFACE.  IT IS 71 FEET NORTH OF THE
 OP0800'FENCE CORNER AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE.
 OP0800'
 OP0800'THE AZIMUTH MARK, A STANDARD DISK STAMPED MELLO 1971, IS SET
 OP0800'IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 OP0800'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 55 FEET NORTH OF THE
 OP0800'CENTER OF COUNTY ROAD B 40, 9 FEET EAST OF THE CENTER OF THE FIELD
 OP0800'ENTRANCE, 2.5 FEET WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH
 OP0800'OF A WIRE FENCE.
 OP0800'
 OP0800'TO REACH THE AZIMUTH MARK FROM THE CEMETERY ENTRANCE, GO WEST
 OP0800'ON COUNTY ROAD B 40 FOR 0.45 MILE TO A FIELD ENTRANCE ROAD
 OP0800'AND THE AZIMUTH MARK ON THE RIGHT.
 OP0800'
 OP0800'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1242 ***********************************************************************
 MJ1242  DESIGNATION -  MEMORIAL POINT
 MJ1242  PID         -  MJ1242
 MJ1242  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1242  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1242
 MJ1242                         *CURRENT SURVEY CONTROL
 MJ1242  ___________________________________________________________________
 MJ1242* NAD 83(1996)-  41 15 48.73885(N)    095 49 30.13682(W)     ADJUSTED  
 MJ1242* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 MJ1242  ___________________________________________________________________
 MJ1242  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 MJ1242  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 MJ1242
 MJ1242  HORZ ORDER  -  FIRST
 MJ1242
 MJ1242.The horizontal coordinates were established by classical geodetic methods
 MJ1242.and adjusted by the National Geodetic Survey in May 1999..
 MJ1242
 MJ1242.The orthometric height was scaled from a topographic map.
 MJ1242
 MJ1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1242
 MJ1242.The geoid height was determined by GEOID03.
 MJ1242
 MJ1242;                    North         East     Units Scale Factor Converg.
 MJ1242;SPC IA S     -   142,918.039   305,196.879   MT  0.99994897   -1 31 53.4
 MJ1242;SPC NE       -   167,231.869   849,606.129   MT  0.99966749   +2 46 00.2
 MJ1242;UTM  15      - 4,571,862.513   263,346.199   MT  1.00028931   -1 51 50.6
 MJ1242
 MJ1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1242!SPC IA S     -   0.99994487  x   0.99994897  =   0.99989384
 MJ1242!SPC NE       -   0.99994487  x   0.99966749  =   0.99961238
 MJ1242!UTM  15      -   0.99994487  x   1.00028931  =   1.00023416
 MJ1242
 MJ1242:                Primary Azimuth Mark                     Grid Az
 MJ1242:SPC IA S     -  COUNCIL BLUFFS SCH DEAF STK              174 00 24.6
 MJ1242:SPC NE       -  COUNCIL BLUFFS SCH DEAF STK              169 42 31.0
 MJ1242:UTM  15      -  COUNCIL BLUFFS SCH DEAF STK              174 20 21.8
 MJ1242
 MJ1242|---------------------------------------------------------------------|
 MJ1242| PID    Reference Object                     Distance      Geod. Az  |
 MJ1242|                                                           dddmmss.s |
 MJ1242| MJ1210 COUNCIL BLUFFS SCH DEAF STK         APPROX. 4.3 KM 1722831.2 |
 MJ1242| CL7889 MEMORIAL POINT RM 1                  33.126 METERS 17437     |
 MJ1242| MK1993 RADIO STA KFAB CENTER TOWER         APPROX.21.8 KM 2225706.0 |
 MJ1242| MJ1257 COUNCIL BLUFFS S MUNICIPAL TK       APPROX. 1.0 KM 2240704.1 |
 MJ1242| CL7888 MEMORIAL POINT AZ MK                               2273329.8 |
 MJ1242| MJ1222 RADIO STA KFMX KSWI RAD MAST        APPROX. 9.2 KM 2275730.4 |
 MJ1242| MJ1245 COUNCIL BLUFFS KOIL S RAD MAST      APPROX. 1.7 KM 2354440.4 |
 MJ1242| MJ1244 COUNCIL BLUFFS KOIL N RAD MAST      APPROX. 1.7 KM 2375853.0 |
 MJ1242| MJ1236 S OMAHA UN STOCK YDS TALL STK       APPROX.12.6 KM 2392958.1 |
 MJ1242| MJ1231 COUNCIL BLUFF OMAHA ELEV C STK      APPROX. 5.0 KM 2421344.8 |
 MJ1242| MJ1225 OMAHA KRUG BREWING CO C OF STK      APPROX.11.2 KM 2500639.3 |
 MJ1242| MJ1249 COUNCIL BLUFFS CO CTHSE CUPOLA      APPROX. 2.3 KM 2525459.7 |
 MJ1242| MJ1254 COUNCIL BLUFFS ST FRANCIS CH        APPROX. 2.5 KM 2531609.0 |
 MJ1242| MJ1255 COUNCIL BLUFFS ST PETERS CH         APPROX. 1.9 KM 2595736.8 |
 MJ1242| CL7890 MEMORIAL POINT RM 2                  41.380 METERS 26435     |
 MJ1242| MJ1281 COUNCIL BLUFFS T JEFF HS C STK      APPROX. 4.9 KM 2663029.4 |
 MJ1242| MJ1265 OMAHA CENTRAL HS CEN OF STK         APPROX.10.0 KM 2680849.5 |
 MJ1242| MJ1260 COUNCIL BLUFFS WTR WK C OF STK      APPROX. 6.8 KM 2682236.0 |
 MJ1242| MJ1273 OMAHA CREIGHTON UNIV C OF STK       APPROX.10.3 KM 2720023.7 |
 MJ1242| MJ1264 OMAHA TECH HIGH SCH CEN OF STK      APPROX.11.4 KM 2722123.1 |
 MJ1242| MJ1278 OMAHA STORTZ BREWING CO STK         APPROX. 9.5 KM 2783337.4 |
 MJ1242| MJ1268 OMAHA BENSON HS CEN OF STK          APPROX.14.3 KM 2800129.3 |
 MJ1242| MJ1270 OMAHA NEBR DEAF SCH C OF STK        APPROX.13.0 KM 2813036.0 |
 MJ1242| MK1981 RADIO STA KOAD RAD MAST             APPROX.16.1 KM 2893811.6 |
 MJ1242| MJ1263 OMAHA RAD STA WOW RAD MAST          APPROX.15.6 KM 2913732.6 |
 MJ1242| MK1979 OMAHA RAD KOWH WAAW SE MAST         APPROX.16.5 KM 2935758.0 |
 MJ1242| MK1982 OMAHA RAD KOWH WAAW NW MAST         APPROX.16.6 KM 2940914.4 |
 MJ1242| MJ1253 COUNCIL BLUFFS N MUNICIPAL TK       APPROX. 2.0 KM 3081401.0 |
 MJ1242| MJ1241 J WILCOX GREENHOUSES TALL STK       APPROX. 1.1 KM 3254116.5 |
 MJ1242| MJ1250 AIRWAY BEACON 0                     APPROX. 3.2 KM 3292237.4 |
 MJ1242|---------------------------------------------------------------------|
 MJ1242
 MJ1242                          SUPERSEDED SURVEY CONTROL
 MJ1242
 MJ1242  NAD 83(1996)-  41 15 48.73885(N)    095 49 30.13674(W) AD(       ) 1
 MJ1242  NAD 83(1986)-  41 15 48.74797(N)    095 49 30.13734(W) AD(       ) 1
 MJ1242  NAD 27      -  41 15 48.75300(N)    095 49 29.09700(W) AD(       ) 1
 MJ1242
 MJ1242.Superseded values are not recommended for survey control.
 MJ1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1242.See file dsdata.txt to determine how the superseded data were derived.
 MJ1242
 MJ1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6334671863(NAD 83)
 MJ1242_MARKER: DS = TRIANGULATION STATION DISK
 MJ1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1242_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1242
 MJ1242  HISTORY     - Date     Condition        Report By
 MJ1242  HISTORY     - 1934     MONUMENTED       CGS
 MJ1242  HISTORY     - 1947     GOOD             CGS
 MJ1242
 MJ1242                          STATION DESCRIPTION
 MJ1242
 MJ1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ1242'STATION IS LOCATED IN THE EASTERN CITY LIMITS OF COUNCIL BLUFFS,
 MJ1242'NEAR THE CENTER OF SOUTHEAST QUARTER OF SEC. 30, T. 75 N.,
 MJ1242'R. 43 W., ON LAND OWNED BY THE MEMORIAL PARK CEMETERY, 12 FEET
 MJ1242'WEST OF A NORTH-AND-SOUTH FENCE, 150 FEET EAST OF A PAVED
 MJ1242'DRIVEWAY AND ABOUT 150 YARDS SOUTHEAST OF A FLAGPOLE.
 MJ1242'
 MJ1242'TO REACH FROM COUNCIL BLUFFS, GO TO JUNCTION OF U.S. HIGHWAYS
 MJ1242'30 AND 6, FROM THERE GO SOUTH ON HIGHWAY 6 TO KEELIN AVENUE
 MJ1242'TO FORK, TAKE RIGHT FORK AND GO 0.35 MILE TO TOP OF RIDGE AND
 MJ1242'STATION 150 FEET ON THE LEFT.
 MJ1242'
 MJ1242'REFERENCE MARK NO. 1 IS 33.200 METERS (108.91 FEET)
 MJ1242'SOUTHEAST OF STATION ALONG NORTH-AND-SOUTH FENCE LINE.
 MJ1242'
 MJ1242'REFERENCE MARK NO. 2 IS 41.400 METERS (135.83 FEET)
 MJ1242'WEST OF STATION ON EAST EDGE OF PAVED DRIVEWAY.
 MJ1242'
 MJ1242'AZIMUTH MARK IS APPROXIMATELY 0.11 MILE SOUTHWEST
 MJ1242'OF STATION, NEAR A SMALL HEDGE ON SOUTH SIDE OF PAVED DRIVEWAY
 MJ1242'AND 50 FEET NORTH OF A HOUSE.
 MJ1242'
 MJ1242'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 MJ1242
 MJ1242                          STATION RECOVERY (1947)
 MJ1242
 MJ1242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1242'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MJ1242'FOUND IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS WERE CHECKED
 MJ1242'BY MAKING SLOPE MEASUREMENTS AFTER MAKING HORIZONTAL MEASUREMENTS
 MJ1242'THAT DID NOT CHECK.  THE HORIZONTAL MEASUREMENTS WERE ENTERED
 MJ1242'ON THE RECORDS.  DIRECTION TO AZIMUTH MARK COULD NOT BE CHECKED
 MJ1242'BECAUSE OF OBSTRUCTING TREES IN MEMORIAL PARK.  A NEW
 MJ1242'DESCRIPTION FOLLOWS.
 MJ1242'
 MJ1242'THE STATION IS LOCATED IN THE EASTERN CITY LIMITS OF COUNCIL
 MJ1242'BLUFFS AND IN THE EASTERN EDGE OF MEMORIAL PARK CEMETERY.
 MJ1242'IT IS ABOUT 450 FEET SOUTHEAST OF A FLAGPOLE, 150 FEET EAST
 MJ1242'OF A PAVED DRIVE AND 12 FEET WEST OF A NORTH-SOUTH FENCELINE.
 MJ1242'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MEMORIAL
 MJ1242'POINT 1934.
 MJ1242'
 MJ1242'REFERENCE MARK NO. 1 IS 108.68 FEET SOUTH-SOUTHEAST OF THE STATION
 MJ1242'ALONG A NORTH-SOUTH FENCELINE.  THE MARK PROJECTS ABOUT 6
 MJ1242'INCHES AND THE DISK IS STAMPED MEMORIAL POINT NO 1 1934.
 MJ1242'
 MJ1242'REFERENCE MARK NO. 2 IS 135.76 FEET WEST OF THE STATION AND
 MJ1242'AT THE EAST EDGE OF A PAVED DRIVE.  THE MARK PROJECTS ABOUT
 MJ1242'2 INCHES AND THE DISK IS STAMPED MEMORIAL POINT NO 2 1934.
 MJ1242'
 MJ1242'THE AZIMUTH MARK IS ABOUT 0.11 MILE SOUTHWEST OF THE STATION,
 MJ1242'6 FEET NORTHEAST OF THE NORTH END OF A WHITE WOODEN FENCE AND
 MJ1242'ON THE SOUTH SIDE OF A PAVED DRIVE.  THE MARK PROJECTS ABOUT
 MJ1242'3 INCHES AND THE DISK IS STAMPED MEMORIAL POINT 1934.
 MJ1242'
 MJ1242'THE STATION CAN BE REACHED BY TWO ROUTES, THE FIRST OF WHICH
 MJ1242'WILL PERMIT THE DRIVING OF A VEHICLE TO THE STATION SITE, AND
 MJ1242'THE SECOND WILL PERMIT DRIVING TO WITHIN 150 FEET OF THE
 MJ1242'STATION.  THE FIRST ROUTE IS UNSUITABLE FOR WET WEATHER.
 MJ1242'
 MJ1242'THE FIRST ROUTE IS AS FOLLOWS--TO REACH THE STATION FROM THE
 MJ1242'JUNCTION OF U.S. HIGHWAYS 6 AND 30 IN COUNCIL BLUFFS GO SOUTHWEST
 MJ1242'ON U.S. HIGHWAYS 6 AND 30 FOR 0.3 MILE TO DX SERVICE STATION
 MJ1242'ON THE LEFT, TURN LEFT AND GO 0.5 MILE TO TOP OF HILL.  HERE
 MJ1242'TURN LEFT AND FOLLOW MAIN ROAD AROUND TO THE RIGHT FOR 0.4 MILE
 MJ1242'TO ROAD FORKS, TAKE LEFT FORK FOR 0.05 MILE TO FORK, TAKE LEFT
 MJ1242'FORK AND GO 0.3 MILE ON TRACK ROAD TO HOUSE AND STATION ON TOP
 MJ1242'OF HILL NORTHWEST OF HOUSE.
 MJ1242'
 MJ1242'THE SECOND ROUTE IS AS FOLLOWS--TO REACH THE STATION FROM THE
 MJ1242'JUNCTION OF U.S. HIGHWAYS 6 AND 30 IN COUNCIL BLUFFS GO SOUTH
 MJ1242'AND EAST ON U.S. HIGHWAY 6 FOR 0.15 MILE TO T STREET RIGHT,
 MJ1242'TURN RIGHT AND GO 0.25 MILE TO FORKS, TAKE EXTREME RIGHT FORK
 MJ1242'INTO MEMORIAL PARK AND FOLLOW RIGHT HAND DRIVE FOR 0.45 MILE TO A
 MJ1242'FORK, TAKE LEFT FORK FOR 0.05 MILE TO REFERENCE MARK NO. 2 ON
 MJ1242'THE RIGHT AND STATION ABOUT 150 FEET EAST.
 MJ1242'
 MJ1242'TO REACH AZIMUTH MARK FROM THE STATION GO SOUTHWEST ALONG THE
 MJ1242'PAVED DRIVE FOR 0.11 MILE TO MARK ON LEFT AS DESCRIBED.
 MJ1242'
 MJ1242'HEIGHT OF LIGHT ABOVE STATION-26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0707 ***********************************************************************
 NJ0707  DESIGNATION -  MENDON
 NJ0707  PID         -  NJ0707
 NJ0707  STATE/COUNTY-  IA/CLAYTON
 NJ0707  USGS QUAD   -  CLAYTON (1978)
 NJ0707
 NJ0707                         *CURRENT SURVEY CONTROL
 NJ0707  ___________________________________________________________________
 NJ0707* NAD 83(1996)-  42 59 53.19273(N)    091 11 26.67538(W)     ADJUSTED  
 NJ0707* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 NJ0707  ___________________________________________________________________
 NJ0707  LAPLACE CORR-          -6.41  (seconds)                    DEFLEC99
 NJ0707  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 NJ0707
 NJ0707  HORZ ORDER  -  THIRD
 NJ0707
 NJ0707.The horizontal coordinates were established by classical geodetic methods
 NJ0707.and adjusted by the National Geodetic Survey in May 1999..
 NJ0707
 NJ0707.The orthometric height was scaled from a topographic map.
 NJ0707
 NJ0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0707
 NJ0707.The geoid height was determined by GEOID03.
 NJ0707
 NJ0707;                    North         East     Units Scale Factor Converg.
 NJ0707;SPC IA N     - 1,168,978.770 1,688,274.234   MT  0.99996197   +1 33 54.3
 NJ0707;SPC WI S     -   111,573.681   502,910.133   MT  0.99995716   -0 49 05.4
 NJ0707;SPC WI S     -   366,054.65  1,649,964.33   sFT  0.99995716   -0 49 05.4
 NJ0707;UTM  15      - 4,762,193.037   647,475.819   MT  0.99986756   +1 14 02.7
 NJ0707
 NJ0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0707!SPC IA N     -   0.99995193  x   0.99996197  =   0.99991390
 NJ0707!SPC WI S     -   0.99995193  x   0.99995716  =   0.99990909
 NJ0707!UTM  15      -   0.99995193  x   0.99986756  =   0.99981950
 NJ0707
 NJ0707|---------------------------------------------------------------------|
 NJ0707| PID    Reference Object                     Distance      Geod. Az  |
 NJ0707|                                                           dddmmss.s |
 NJ0707| CI5961 MENDON RM 1                          12.574 METERS 17830     |
 NJ0707| CI5960 MENDON AZ MK                                       2394742.9 |
 NJ0707| CI5962 MENDON RM 2                          17.659 METERS 27541     |
 NJ0707| ON0834 MONONA WATER TANK                   APPROX.17.4 KM 2905316.9 |
 NJ0707|---------------------------------------------------------------------|
 NJ0707
 NJ0707                          SUPERSEDED SURVEY CONTROL
 NJ0707
 NJ0707  NAD 83(1996)-  42 59 53.19267(N)    091 11 26.67535(W) AD(       ) 3
 NJ0707  NAD 83(1996)-  42 59 53.18476(N)    091 11 26.67539(W) AD(       ) 3
 NJ0707  NAD 83(1986)-  42 59 53.18398(N)    091 11 26.67488(W) AD(       ) 3
 NJ0707  NAD 27      -  42 59 53.23650(N)    091 11 26.20690(W) AD(       ) 3
 NJ0707
 NJ0707.Superseded values are not recommended for survey control.
 NJ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0707.See file dsdata.txt to determine how the superseded data were derived.
 NJ0707
 NJ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4747662193(NAD 83)
 NJ0707_MARKER: DS = TRIANGULATION STATION DISK
 NJ0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0707
 NJ0707  HISTORY     - Date     Condition        Report By
 NJ0707  HISTORY     - 1961     MONUMENTED       CGS
 NJ0707
 NJ0707                          STATION DESCRIPTION
 NJ0707
 NJ0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0707'THE STATION IS ABOUT 2 MILES SOUTH OF MC GREGOR, ABOUT 9 MILES
 NJ0707'NORTHEAST OF GARNAVILLO, IN THE SOUTHWEST 1/4 OF SECTION 34,
 NJ0707'T 95 N, R 3 W, AND ON THE ROAD RIGHT-OF-WAY.  IT IS 3 FEET
 NJ0707'SOUTHWEST OF A WITNESS POST, 4 FEET SOUTHWEST OF A FENCE
 NJ0707'CORNER, 12 FEET SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE
 NJ0707'ROAD, 26 FEET SOUTH OF A TELEPHONE POLE AND 28 FEET EAST OF THE
 NJ0707'CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT IS FLUSH AND
 NJ0707'THE DISK IS STAMPED MENDON 1961.
 NJ0707'
 NJ0707'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 NJ0707'STATE HIGHWAYS 13 AND 340 IN MC GREGOR, GO WESTERLY ON HIGHWAY
 NJ0707'13 AND 18 FOR 0.9 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 NJ0707'GO SOUTHERLY ON A GRAVELED ROAD FOR 1.7 MILES TO A SIDE ROAD
 NJ0707'LEFT.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.05 MILE
 NJ0707'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE GRAVELED
 NJ0707'ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 NJ0707'NORTH ON A GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON THE
 NJ0707'RIGHT.
 NJ0707'
 NJ0707'REFERENCE MARK 1 IS 29 FEET EAST OF THE CENTERLINE OF THE
 NJ0707'GRAVELED ROAD, 44 FEET SOUTH OF THE WITNESS POST AND 67 FEET
 NJ0707'SOUTH OF A TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE
 NJ0707'DISK IS STAMPED MENDON NO 1 1961.
 NJ0707'
 NJ0707'REFERENCE MARK 2 IS 1 FOOT NORTHEAST OF A FENCE CORNER, 5 FEET
 NJ0707'NORTH OF A POWER LINE POLE, 31 FEET WEST OF THE CENTERLINE
 NJ0707'OF THE GRAVELED ROAD AND 60 FEET WEST OF THE WITNESS POST.
 NJ0707'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MENDON NO 2 1961.
 NJ0707'
 NJ0707'THE AZIMUTH MARK IS 1 FOOT EAST OF A POWER POLE, 2 FEET EAST
 NJ0707'OF A WITNESS POST, 2 FEET SOUTH OF A WIRE FENCE AND 33 FEET
 NJ0707'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT
 NJ0707'PROJECTS 2 INCHES AND THE DISK IS STAMPED MENDON 1961.
 NJ0707'
 NJ0707'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0480 ***********************************************************************
 MH0480  DESIGNATION -  MICROWAVE TOWER
 MH0480  PID         -  MH0480
 MH0480  STATE/COUNTY-  IA/BENTON
 MH0480  USGS QUAD   -  BELLE PLAINE (1968)
 MH0480
 MH0480                         *CURRENT SURVEY CONTROL
 MH0480  ___________________________________________________________________
 MH0480* NAD 83(1996)-  41 59 11.68529(N)    092 15 39.36923(W)     ADJUSTED  
 MH0480* NAVD 88     -                                                        
 MH0480  ___________________________________________________________________
 MH0480  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 MH0480  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 MH0480
 MH0480  HORZ ORDER  -  THIRD
 MH0480
 MH0480.The horizontal coordinates were established by classical geodetic methods
 MH0480.and adjusted by the National Geodetic Survey in May 1999..
 MH0480.No horizontal observational check was made to the station.
 MH0480
 MH0480
 MH0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0480
 MH0480.The geoid height was determined by GEOID03.
 MH0480
 MH0480;                    North         East     Units Scale Factor Converg.
 MH0480;SPC IA N     - 1,054,800.178 1,602,676.888   MT  1.00001550   +0 50 23.2
 MH0480;UTM  15      - 4,648,550.278   561,220.572   MT  0.99964612   +0 29 39.9
 MH0480
 MH0480                          SUPERSEDED SURVEY CONTROL
 MH0480
 MH0480  NAD 83(1986)-  41 59 11.68728(N)    092 15 39.36959(W) AD(       ) 4
 MH0480  NAD 27      -  41 59 11.70801(N)    092 15 38.70563(W) AD(       ) 3
 MH0480
 MH0480.Superseded values are not recommended for survey control.
 MH0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0480.See file dsdata.txt to determine how the superseded data were derived.
 MH0480
 MH0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG6122148550(NAD 83)
 MH0480_MARKER: 45 = MICROWAVE TOWER
 MH0480
 MH0480  HISTORY     - Date     Condition        Report By
 MH0480  HISTORY     - 1970     FIRST OBSERVED   USGS
 MH0480
 MH0480                          STATION DESCRIPTION
 MH0480
 MH0480'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0577 ***********************************************************************
 LE0577  DESIGNATION -  MICROWAVE TOWER KAO 54 NE LEON
 LE0577  PID         -  LE0577
 LE0577  STATE/COUNTY-  IA/DECATUR
 LE0577  USGS QUAD   -  GARDEN GROVE (1965)
 LE0577
 LE0577                         *CURRENT SURVEY CONTROL
 LE0577  ___________________________________________________________________
 LE0577* NAD 83(1996)-  40 47 28.96570(N)    093 35 38.32752(W)     ADJUSTED  
 LE0577* NAVD 88     -                                                        
 LE0577  ___________________________________________________________________
 LE0577  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 LE0577  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 LE0577
 LE0577  HORZ ORDER  -  THIRD
 LE0577
 LE0577.The horizontal coordinates were established by classical geodetic methods
 LE0577.and adjusted by the National Geodetic Survey in May 1999..
 LE0577
 LE0577
 LE0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0577
 LE0577.The geoid height was determined by GEOID03.
 LE0577
 LE0577;                    North         East     Units Scale Factor Converg.
 LE0577;SPC IA S     -    87,885.588   492,068.318   MT  0.99997376   -0 03 42.9
 LE0577;UTM  15      - 4,515,768.314   449,888.073   MT  0.99963091   -0 23 17.0
 LE0577
 LE0577                          SUPERSEDED SURVEY CONTROL
 LE0577
 LE0577  NAD 83(1986)-  40 47 28.97184(N)    093 35 38.33534(W) AD(       ) 4
 LE0577  NAD 27      -  40 47 28.95400(N)    093 35 37.56800(W) AD(       ) 3
 LE0577
 LE0577.Superseded values are not recommended for survey control.
 LE0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0577.See file dsdata.txt to determine how the superseded data were derived.
 LE0577
 LE0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF4988815768(NAD 83)
 LE0577_MARKER: 45 = MICROWAVE TOWER
 LE0577
 LE0577  HISTORY     - Date     Condition        Report By
 LE0577  HISTORY     - 1958     FIRST OBSERVED   CGS
 LE0577  HISTORY     - 1980     GOOD             NGS
 LE0577
 LE0577                          STATION DESCRIPTION
 LE0577
 LE0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LE0577'THE CENTER OF THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY
 LE0577'MICROWAVE TOWER ABOUT 9 MILES EAST NORTHEAST OF LEON.  THE
 LE0577'COMPANY NAME OF THIS TOWER IS RED OAK R 3E, THE CALL LETTERS ARE
 LE0577'KAO 54 AND THE TOWER IS 275 FEET HIGH.
 LE0577
 LE0577                          STATION RECOVERY (1980)
 LE0577
 LE0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LE0577'THE STATION, MICRO-WAVE TOWER KAO 54 9 MI NE OF LEON, WAS RECOVERED
 LE0577'IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  PERSONNEL AT THE TOWER
 LE0577'STATED IT WAS THE SAME TOWER ERECTED IN 1957.  IT WAS NOTED THAT THE
 LE0577'COMPANYS GP DIFFERED FROM THE PUBLISHED POSITION SOMEWHAT.  THEIR
 LE0577'RECORDS SHOW LATITUDE 40-47-23N AND LONGITUDE 90-35-11 WEST.
 LE0577'
 LE0577'THE STATION MAY BE REACHED FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 LE0577'204 ABOUT 8 MILES EAST OF LEON BY GOING NORTH ON HIGHWAY 204 FOR 2
 LE0577'MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE
 LE0577'TOWER ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1223 ***********************************************************************
 LF1223  DESIGNATION -  MICROWAVE TWR KAO 53 E ARISPE
 LF1223  PID         -  LF1223
 LF1223  STATE/COUNTY-  IA/UNION
 LF1223  USGS QUAD   -  ARISPE (1981)
 LF1223
 LF1223                         *CURRENT SURVEY CONTROL
 LF1223  ___________________________________________________________________
 LF1223* NAD 83(1996)-  40 55 59.38100(N)    094 09 16.56427(W)     ADJUSTED  
 LF1223* NAVD 88     -                                                        
 LF1223  ___________________________________________________________________
 LF1223  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 LF1223  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LF1223
 LF1223  HORZ ORDER  -  THIRD
 LF1223
 LF1223.The horizontal coordinates were established by classical geodetic methods
 LF1223.and adjusted by the National Geodetic Survey in May 1999..
 LF1223
 LF1223
 LF1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1223
 LF1223.The geoid height was determined by GEOID03.
 LF1223
 LF1223;                    North         East     Units Scale Factor Converg.
 LF1223;SPC IA S     -   103,833.276   444,872.177   MT  0.99995923   -0 25 52.3
 LF1223;UTM  15      - 4,531,979.110   402,797.301   MT  0.99971629   -0 45 23.5
 LF1223
 LF1223                          SUPERSEDED SURVEY CONTROL
 LF1223
 LF1223  NAD 83(1986)-  40 55 59.37926(N)    094 09 16.58448(W) AD(       ) 4
 LF1223  NAD 27      -  40 55 59.40800(N)    094 09 15.76700(W) AD(       ) 3
 LF1223
 LF1223.Superseded values are not recommended for survey control.
 LF1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1223.See file dsdata.txt to determine how the superseded data were derived.
 LF1223
 LF1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF0279731979(NAD 83)
 LF1223_MARKER: 45 = MICROWAVE TOWER
 LF1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1223+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 LF1223
 LF1223  HISTORY     - Date     Condition        Report By
 LF1223  HISTORY     - 1958     FIRST OBSERVED   CGS
 LF1223  HISTORY     - 20060625 GOOD             GEOCAC
 LF1223
 LF1223                          STATION DESCRIPTION
 LF1223
 LF1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LF1223'THE CENTER OF THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY
 LF1223'MICROWAVE TOWER ABOUT 4 MILES EAST SOUTHEAST OF ARISPE.  THE
 LF1223'COMPANY NAME FOR THIS TOWER IS RED OAK R 2 E, THE CALL LETTERS
 LF1223'ARE KAO 53 AND THE TOWER IS 300 FEET HIGH.
 LF1223
 LF1223                          STATION RECOVERY (2006)
 LF1223
 LF1223'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LF1223'HEARTLAND TOWER INC STATION NAME AFTON. REGISTRATION 1023675. RURAL
 LF1223'ADDRESS 2664 255TH ST (COUNTY RD H45).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1303 ***********************************************************************
 LF1303  DESIGNATION -  MICROWAVE TWR KAO 52 S CORNING
 LF1303  PID         -  LF1303
 LF1303  STATE/COUNTY-  IA/ADAMS
 LF1303  USGS QUAD   -  CORNING SOUTH (1980)
 LF1303
 LF1303                         *CURRENT SURVEY CONTROL
 LF1303  ___________________________________________________________________
 LF1303* NAD 83(1996)-  40 55 15.83172(N)    094 42 23.34020(W)     ADJUSTED  
 LF1303* NAVD 88     -                                                        
 LF1303  ___________________________________________________________________
 LF1303  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 LF1303  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 LF1303
 LF1303  HORZ ORDER  -  THIRD
 LF1303
 LF1303.The horizontal coordinates were established by classical geodetic methods
 LF1303.and adjusted by the National Geodetic Survey in May 1999..
 LF1303
 LF1303
 LF1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1303
 LF1303.The geoid height was determined by GEOID03.
 LF1303
 LF1303;                    North         East     Units Scale Factor Converg.
 LF1303;SPC IA S     -   102,987.262   398,378.592   MT  0.99996023   -0 47 41.0
 LF1303;UTM  15      - 4,531,396.379   356,307.992   MT  0.99985413   -1 07 04.7
 LF1303
 LF1303                          SUPERSEDED SURVEY CONTROL
 LF1303
 LF1303  NAD 83(1986)-  40 55 15.82903(N)    094 42 23.38361(W) AD(       ) 4
 LF1303  NAD 27      -  40 55 15.87300(N)    094 42 22.48800(W) AD(       ) 3
 LF1303
 LF1303.Superseded values are not recommended for survey control.
 LF1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1303.See file dsdata.txt to determine how the superseded data were derived.
 LF1303
 LF1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF5630831396(NAD 83)
 LF1303
 LF1303  HISTORY     - Date     Condition        Report By
 LF1303  HISTORY     - 1958     MONUMENTED       CGS
 LF1303
 LF1303                          STATION DESCRIPTION
 LF1303
 LF1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LF1303'THE CENTER OF THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY
 LF1303'MICRO-WAVE TOWER ABOUT 9 MILES WEST NORTHWEST OF LENOX.  THE
 LF1303'COMPANY NAME OF THIS TOWER IS RED OAK R 1E, THE CALL LETTERS
 LF1303'ARE KAO 52 AND THE TOWER IS 232.5 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0586 ***********************************************************************
 OQ0586  DESIGNATION -  MIDLAND
 OQ0586  PID         -  OQ0586
 OQ0586  STATE/COUNTY-  IA/LYON
 OQ0586  USGS QUAD   -  EDNA (1971)
 OQ0586
 OQ0586                         *CURRENT SURVEY CONTROL
 OQ0586  ___________________________________________________________________
 OQ0586* NAD 83(1996)-  43 29 40.95989(N)    096 04 41.46154(W)     ADJUSTED  
 OQ0586* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 OQ0586  ___________________________________________________________________
 OQ0586  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 OQ0586  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OQ0586
 OQ0586  HORZ ORDER  -  THIRD
 OQ0586
 OQ0586.The horizontal coordinates were established by classical geodetic methods
 OQ0586.and adjusted by the National Geodetic Survey in May 1999..
 OQ0586
 OQ0586.The orthometric height was scaled from a topographic map.
 OQ0586
 OQ0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0586
 OQ0586.The geoid height was determined by GEOID03.
 OQ0586
 OQ0586;                    North         East     Units Scale Factor Converg.
 OQ0586;SPC IA N     - 1,224,758.131 1,291,488.833   MT  1.00004965   -1 44 50.5
 OQ0586;SPC MN S     -   157,106.879   631,914.229   MT  1.00007501   -1 27 24.0
 OQ0586;UTM  14      - 4,819,901.779   736,238.417   MT  1.00028653   +2 00 43.1
 OQ0586;UTM  15      - 4,820,357.852   251,118.121   MT  1.00036200   -2 07 11.1
 OQ0586
 OQ0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0586!SPC IA N     -   0.99993356  x   1.00004965  =   0.99998321
 OQ0586!SPC MN S     -   0.99993356  x   1.00007501  =   1.00000857
 OQ0586!UTM  14      -   0.99993356  x   1.00028653  =   1.00022007
 OQ0586!UTM  15      -   0.99993356  x   1.00036200  =   1.00029554
 OQ0586
 OQ0586|---------------------------------------------------------------------|
 OQ0586| PID    Reference Object                     Distance      Geod. Az  |
 OQ0586|                                                           dddmmss.s |
 OQ0586| CO3254 MIDLAND RM 1                         14.408 METERS 00406     |
 OQ0586| CO3255 MIDLAND RM 2                         16.785 METERS 17633     |
 OQ0586| CO3253 MIDLAND AZ MK                                      1775300.0 |
 OQ0586|---------------------------------------------------------------------|
 OQ0586
 OQ0586                          SUPERSEDED SURVEY CONTROL
 OQ0586
 OQ0586  NAD 83(1996)-  43 29 40.95989(N)    096 04 41.46154(W) AD(       ) 3
 OQ0586  NAD 83(1996)-  43 29 40.95706(N)    096 04 41.45918(W) AD(       ) 3
 OQ0586  NAD 83(1996)-  43 29 40.95820(N)    096 04 41.45578(W) AD(       ) 3
 OQ0586  NAD 83(1986)-  43 29 40.95926(N)    096 04 41.44876(W) AD(       ) 3
 OQ0586  NAD 27      -  43 29 41.08100(N)    096 04 40.36300(W) AD(       ) 3
 OQ0586
 OQ0586.Superseded values are not recommended for survey control.
 OQ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0586.See file dsdata.txt to determine how the superseded data were derived.
 OQ0586
 OQ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP3623819902(NAD 83)
 OQ0586_MARKER: DS = TRIANGULATION STATION DISK
 OQ0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0586
 OQ0586  HISTORY     - Date     Condition        Report By
 OQ0586  HISTORY     - 1949     MONUMENTED       CGS
 OQ0586
 OQ0586                          STATION DESCRIPTION
 OQ0586
 OQ0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0586'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF ROCK
 OQ0586'RAPIDS, 0.3 MILE SOUTH OF THE MINNESOTA - IOWA STATE LINE,
 OQ0586'ALONG THE WEST SIDE OF A GRAVELED ROAD AT A T-FENCE CORNER.
 OQ0586'IT IS 38 FEET WEST OF THE CENTERLINE OF THE ROAD AND 4.5 FEET
 OQ0586'NORTHWEST OF A CORNER POST WITH A TRIANGLE BLAZE.  THE MARK
 OQ0586'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 OQ0586'MIDLAND 1949.
 OQ0586'
 OQ0586'REFERENCE MARK NO. 1 IS IN THE FENCE LINE NORTH OF STATION,
 OQ0586'35 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1 FOOT WEST OF
 OQ0586'THE FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 OQ0586'AND THE DISK IS STAMPED MIDLAND NO 1 1949.
 OQ0586'
 OQ0586'REFERENCE MARK NO. 2 IS IN THE FENCE LINE SOUTH OF THE STATION,
 OQ0586'34 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1- FOOT WEST
 OQ0586'OF THE FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 OQ0586'IS STAMPED MIDLAND NO 2 1949.
 OQ0586'
 OQ0586'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH-SOUTHEAST OF THE STATION,
 OQ0586'35 FEET EAST OF THE CENTERLINE OF THE ROAD, 2.5 FEET NORTH OF
 OQ0586'A POWERLINE POLE AND 1.5 FEET EAST OF THE FENCE.  THE MARK
 OQ0586'PROJECTS 4 INCHES AND THE DISK IS STAMPED MIDLAND 1949.
 OQ0586'
 OQ0586'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE HIGHWAY
 OQ0586'9 IN ROCK RAPIDS, GO EAST ON HIGHWAY 9 FOR 5.0 MILES TO
 OQ0586'CROSSROADS, TURN LEFT (NORTH) FOR 3.9 MILES TO THE AZIMUTH
 OQ0586'MARK ON THE RIGHT, CONTINUE NORTH 0.4 MILE TO THE STATION
 OQ0586'ON THE LEFT AT A T-FENCE CORNER.
 OQ0586'
 OQ0586'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0667 ***********************************************************************
 NL0667  DESIGNATION -  MILL
 NL0667  PID         -  NL0667
 NL0667  STATE/COUNTY-  IA/WOODBURY
 NL0667  USGS QUAD   -  CORRECTIONVILLE SE (1969)
 NL0667
 NL0667                         *CURRENT SURVEY CONTROL
 NL0667  ___________________________________________________________________
 NL0667* NAD 83(1996)-  42 18 31.80494(N)    095 47 28.46152(W)     ADJUSTED  
 NL0667* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 NL0667  ___________________________________________________________________
 NL0667  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 NL0667  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 NL0667
 NL0667  HORZ ORDER  -  FIRST
 NL0667
 NL0667.The horizontal coordinates were established by classical geodetic methods
 NL0667.and adjusted by the National Geodetic Survey in May 1999..
 NL0667
 NL0667.The orthometric height was scaled from a topographic map.
 NL0667
 NL0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0667
 NL0667.The geoid height was determined by GEOID03.
 NL0667
 NL0667;                    North         East     Units Scale Factor Converg.
 NL0667;SPC IA N     - 1,092,401.913 1,311,119.507   MT  0.99996487   -1 33 10.3
 NL0667;UTM  15      - 4,687,840.238   269,948.639   MT  1.00025122   -1 52 46.8
 NL0667
 NL0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0667!SPC IA N     -   0.99993403  x   0.99996487  =   0.99989890
 NL0667!UTM  15      -   0.99993403  x   1.00025122  =   1.00018523
 NL0667
 NL0667|---------------------------------------------------------------------|
 NL0667| PID    Reference Object                     Distance      Geod. Az  |
 NL0667|                                                           dddmmss.s |
 NL0667| CO3266 MILL RM 1                                          03736     |
 NL0667| CO3265 MILL AZ MK                                         0973852.2 |
 NL0667| NL0660 MAPLETON MUNICIPAL TANK             APPROX.16.6 KM 1782052.8 |
 NL0667| CO3267 MILL RM 2                                          33548     |
 NL0667|---------------------------------------------------------------------|
 NL0667
 NL0667                          SUPERSEDED SURVEY CONTROL
 NL0667
 NL0667  NAD 83(1996)-  42 18 31.80497(N)    095 47 28.46169(W) AD(       ) 1
 NL0667  NAD 83(1996)-  42 18 31.80485(N)    095 47 28.46207(W) AD(       ) 1
 NL0667  NAD 83(1986)-  42 18 31.80519(N)    095 47 28.46120(W) AD(       ) 1
 NL0667  NAD 27      -  42 18 31.84100(N)    095 47 27.44100(W) AD(       ) 1
 NL0667
 NL0667.Superseded values are not recommended for survey control.
 NL0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0667.See file dsdata.txt to determine how the superseded data were derived.
 NL0667
 NL0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG6994987840(NAD 83)
 NL0667_MARKER: DS = TRIANGULATION STATION DISK
 NL0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0667
 NL0667  HISTORY     - Date     Condition        Report By
 NL0667  HISTORY     - 1950     MONUMENTED       CGS
 NL0667
 NL0667                          STATION DESCRIPTION
 NL0667
 NL0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0667'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF THE
 NL0667'TOWN OF DANBURY AND 1/4 MILE NORTHWEST OF MR. FITZPATRICKS
 NL0667'FARM BUILDINGS ON THE HIGHEST POINT OF A CULTIVATED FIELD.
 NL0667'IT IS 195 FEET SOUTH OF A FENCE LINE.  THE MARK IS 14 INCHES
 NL0667'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 NL0667'MILL 1950.
 NL0667'
 NL0667'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE FENCE LINE, AND
 NL0667'ABOUT 15 FEET LOWER IN ELEVATION THAN THE STATION.  THE MARK
 NL0667'PROJECTS 2 INCHES AND THE DISK IS STAMPED MILL NO 1 1950.
 NL0667'
 NL0667'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF THE FENCE LINE AND ABOUT
 NL0667'15 FEET LOWER IN ELEVATION THAN THE STATION.  THE MARK PROJECTS
 NL0667'2 INCHES AND THE DISK IS STAMPED MILL NO 2 1950.
 NL0667'
 NL0667'AZIMUTH MARK IS ALONG THE WEST SIDE OF ROAD, 0.1 MILE NORTH
 NL0667'OF MR. FITZPATRICKS FARM HOUSE.  IT IS 28 FEET WEST OF THE
 NL0667'CENTERLINE OF THE ROAD, 8 FEET SOUTHEAST OF A TELEPHONE POLE,
 NL0667'4 FEET NORTHWEST OF A WITNESS POST AND 1 FOOT WEST OF THE
 NL0667'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 NL0667'IS STAMPED MILL 1950.
 NL0667'
 NL0667'TO REACH FROM THE INTERSECTION OF MAIN STREET AND STATE HIGHWAY
 NL0667'175 IN DANBURY, GO NORTH ON THE MAIN STREET 1 BLOCK, TURN
 NL0667'LEFT (WEST) 1 BLOCK, TURN RIGHT (NORTH) 0.2 MILE TO A
 NL0667'T-INTERSECTION, TURN LEFT (WEST) 0.25 MILE TO FORKS, KEEP
 NL0667'RIGHT FORK FOR 1.45 MILES TO A SIDE ROAD RIGHT, KEEP LEFT
 NL0667'(WEST) ON THE MAIN GRAVELED ROAD FOR 2.6 MILES TO A SIDE
 NL0667'ROAD RIGHT, TURN RIGHT (NORTH) 3.7 MILES TO A WIRE GATE ON
 NL0667'THE LEFT AND THE AZIMUTH MARK JUST NORTH OF THE GATE.  TURN
 NL0667'LEFT THROUGH GATE AND GO 0.25 MILE WEST ACROSS PASTURE TO
 NL0667'THE HIGHEST POINT OF HILL AND THE STATION.
 NL0667'
 NL0667'A 4 FT. SIGNAL AT STATION GARFIELD AND WASHBURN 1934 IS V.G.
 NL0667'
 NL0667'A 10 FT. SIGNAL AT DALE IS V.G.
 NL0667'
 NL0667'A 37 FT. SIGNAL AT SMITHLAND IS V.G.
 NL0667'
 NL0667'A 37 FT. SIGNAL AT ANT 1934 IS V.G.
 NL0667'
 NL0667'A 64 FT. SIGNAL AT MAPLETON, GRANT AND RICKETTS IS V.G.
 NL0667'
 NL0667'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0701 ***********************************************************************
 NL0701  DESIGNATION -  MILLER
 NL0701  PID         -  NL0701
 NL0701  STATE/COUNTY-  IA/PLYMOUTH
 NL0701  USGS QUAD   -  REMSEN (1969)
 NL0701
 NL0701                         *CURRENT SURVEY CONTROL
 NL0701  ___________________________________________________________________
 NL0701* NAD 83(1996)-  42 47 35.21652(N)    095 55 18.72426(W)     ADJUSTED  
 NL0701* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 NL0701  ___________________________________________________________________
 NL0701  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 NL0701  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 NL0701
 NL0701  HORZ ORDER  -  FIRST
 NL0701
 NL0701.The horizontal coordinates were established by classical geodetic methods
 NL0701.and adjusted by the National Geodetic Survey in May 1999..
 NL0701
 NL0701.The orthometric height was scaled from a topographic map.
 NL0701
 NL0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0701
 NL0701.The geoid height was determined by GEOID03.
 NL0701
 NL0701;                    North         East     Units Scale Factor Converg.
 NL0701;SPC IA N     - 1,146,473.212 1,301,894.741   MT  0.99994776   -1 38 29.1
 NL0701;UTM  15      - 4,741,982.295   261,037.771   MT  1.00030257   -1 59 09.3
 NL0701;UTM  14      - 4,742,437.340   751,743.094   MT  1.00037975   +2 05 32.0
 NL0701
 NL0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0701!SPC IA N     -   0.99993362  x   0.99994776  =   0.99988138
 NL0701!UTM  15      -   0.99993362  x   1.00030257  =   1.00023617
 NL0701!UTM  14      -   0.99993362  x   1.00037975  =   1.00031334
 NL0701
 NL0701:                Primary Azimuth Mark                     Grid Az
 NL0701:SPC IA N     -  MILLER AZ MK                             020 45 27.3
 NL0701:UTM  15      -  MILLER AZ MK                             021 06 07.5
 NL0701:UTM  14      -  MILLER AZ MK                             017 01 26.2
 NL0701
 NL0701|---------------------------------------------------------------------|
 NL0701| PID    Reference Object                     Distance      Geod. Az  |
 NL0701|                                                           dddmmss.s |
 NL0701| CO3269 MILLER AZ MK                                       0190658.2 |
 NL0701| CO3272 MILLER RM 2                          26.554 METERS 04058     |
 NL0701| NL0698 MARCUS MUNICIPAL TANK               APPROX.10.7 KM 0700342.7 |
 NL0701| NL0699 MARCUS HOLY NAME CH TALL SPIRE      APPROX.10.2 KM 0711020.9 |
 NL0701| CO3270 MILLER AZ MK 2                                     2712518.5 |
 NL0701| CO3271 MILLER RM 1                          44.214 METERS 29634     |
 NL0701| NL0703 REMSEN MUNICIPAL TANK               APPROX. 4.5 KM 2970116.1 |
 NL0701| NL0702 REMSEN ST MARYS CATH CH SPIRE       APPROX. 4.6 KM 2990038.5 |
 NL0701|---------------------------------------------------------------------|
 NL0701
 NL0701                          SUPERSEDED SURVEY CONTROL
 NL0701
 NL0701  NAD 83(1996)-  42 47 35.21654(N)    095 55 18.72425(W) AD(       ) 1
 NL0701  NAD 83(1996)-  42 47 35.21538(N)    095 55 18.72205(W) AD(       ) 1
 NL0701  NAD 83(1986)-  42 47 35.21674(N)    095 55 18.71942(W) AD(       ) 1
 NL0701  NAD 27      -  42 47 35.25700(N)    095 55 17.66100(W) AD(       ) 1
 NL0701
 NL0701.Superseded values are not recommended for survey control.
 NL0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0701.See file dsdata.txt to determine how the superseded data were derived.
 NL0701
 NL0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH6103841982(NAD 83)
 NL0701_MARKER: DS = TRIANGULATION STATION DISK
 NL0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0701
 NL0701  HISTORY     - Date     Condition        Report By
 NL0701  HISTORY     - 1940     MONUMENTED       CGS
 NL0701  HISTORY     - 1950     GOOD             CGS
 NL0701  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NL0701
 NL0701                          STATION DESCRIPTION
 NL0701
 NL0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0701'STATION IS LOCATED ABOUT 13 MILES EAST OF LE MARS, 3 MILES
 NL0701'EAST-SOUTHEAST OF REMSEN AND 6 MILES WEST-SOUTHWEST OF MARCUS,
 NL0701'IN THE NORTHEAST QUARTER OF SEC. 16, T. 92 N., R. 43 W., ON
 NL0701'LAND OWNED AND OCCUPIED BY ANTON MILLER.
 NL0701'
 NL0701'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 5
 NL0701'AND STATE HIGHWAY 143, GO WEST ON STATE HIGHWAY 5 FOR 6 MILES
 NL0701'TO A CROSSROAD.  TURN LEFT, SOUTH, AND GO 1 MILE TO A CROSS
 NL0701'ROAD.  TURN RIGHT, WEST, AND GO 0.15 MILE TO STATION ON THE LEFT,
 NL0701'SOUTH, SIDE OF ROAD.
 NL0701'
 NL0701'STATION MARK IS SET FLUSH WITH THE GROUND AND STAMPED MILLER
 NL0701'1940.  IT IS 41.5 FEET SOUTH OF THE CENTER LINE OF A DIRT
 NL0701'ROAD, 13.5 FEET SOUTH OF A WHITE REFERENCE POST, 20 FEET
 NL0701'SOUTHEAST OF A FENCE CORNER, 15 FEET EAST OF A FENCE, 14 FEET
 NL0701'SOUTH OF A FENCE AND 300 FEET NORTHWEST OF MR. MILLERS HOUSE.
 NL0701'
 NL0701'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0701'BRONZE DISKS SET IN CONCRETE.
 NL0701'
 NL0701'REFERENCE MARK NO. 1 IS STAMPED MILLER NO 1 1940 AND PROJECTS
 NL0701'4 INCHES.  IT IS 1 FOOT SOUTH OF A FENCE, 24 FEET NORTH OF
 NL0701'THE CENTER LINE OF A DIRT ROAD AND 42 FEET EAST OF A TELEPHONE
 NL0701'POLE.
 NL0701'
 NL0701'REFERENCE MARK NO. 2 IS STAMPED MILLER NO 2 1940 AND PROJECTS
 NL0701'6 INCHES.  IT IS 24 FEET NORTH OF THE CENTER LINE OF A DIRT
 NL0701'ROAD, 1 FOOT SOUTH OF A FENCE AND 66 FEET WEST OF A TELEPHONE
 NL0701'POLE.
 NL0701'
 NL0701'THE AZIMUTH MARK IS STAMPED MILLER 1940 AND PROJECTS 6 INCHES.
 NL0701'IT IS 28 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 1 FOOT
 NL0701'WEST OF A FENCE, 25 FEET SOUTH OF A TELEPHONE POLE AND 3 FEET
 NL0701'SOUTH OF A WHITE REFERENCE POST.
 NL0701'
 NL0701'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DIRT
 NL0701'ROAD 0.15 MILE TO CROSS ROAD.  TURN LEFT, NORTH AND GO 0.5
 NL0701'MILE TO THE AZIMUTH MARK ON THE RIGHT, EAST, SIDE OF THE
 NL0701'ROAD.
 NL0701'
 NL0701'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NL0701
 NL0701                          STATION RECOVERY (1950)
 NL0701
 NL0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0701'THE STATION WAS RECOVERED AND THE REFERENCE MARKS WAS FOUND
 NL0701'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN LOOSENED
 NL0701'BY A ROAD GRADER AND A NEW ONE WAS SET.  A DIFFERENCE WAS
 NL0701'FOUND IN THE TO REACH DESCRIPTION.  A COMPLETE NEW DESCRIPTION
 NL0701'FOLLOWS--
 NL0701'
 NL0701'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH AND 2-1/4 MILES
 NL0701'EAST OF THE SMALL CITY OF REMSEN, ON LAND OWNED BY MR. ANTON
 NL0701'MILLER.  IT IS 41.5 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD,
 NL0701'14 FEET SOUTH OF A FENCELINE, 20 FEET SOUTHEAST OF A FENCE
 NL0701'CORNER, 15 FEET EAST OF A FENCELINE, 13.5 FEET SOUTH OF A
 NL0701'WHITE WITNESS POST AND ABOUT 300 FEET NORTHWEST OF A FARM
 NL0701'HOME.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS
 NL0701'STAMPED MILLER 1940.
 NL0701'
 NL0701'REFERENCE MARK NO. 1 IS 40 FEET EAST OF A TELEPHONE POLE,
 NL0701'26 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD AND 1 FOOT SOUTH
 NL0701'OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 NL0701'DISK IS STAMPED MILLER NO 1 1940.
 NL0701'
 NL0701'REFERENCE MARK NO. 2 IS 76 FEET WEST OF A TELEPHONE POLE,
 NL0701'24 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD AND 1 FOOT
 NL0701'SOUTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 NL0701'THE DISK IS STAMPED MILLER NO 2 1940.
 NL0701'
 NL0701'AZIMUTH MARK IS 32 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD,
 NL0701'5 FEET EAST SOUTHEAST OF A TELEPHONE POLE AND 2 FEET EAST
 NL0701'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 NL0701'2 INCHES AND THE DISK IS STAMPED MILLER 1950.
 NL0701'
 NL0701'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NL0701'3 5 AND 140 ABOUT 3/4 MILES SOUTHEAST OF REMSEN, GO SOUTH ON
 NL0701'STATE HIGHWAY 140 FOR 1 MILE TO A CROSSROADS.  TURN LEFT (EAST)
 NL0701'AND GO 1.35 MILE TO AZIMUTH MARK ON LEFT SIDE OF ROAD AS
 NL0701'DESCRIBED.  CONTINUE EAST FOR 0.45 MILE TO STATION ON RIGHT
 NL0701'AS DESCRIBED.
 NL0701'
 NL0701'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NL0701
 NL0701                          STATION RECOVERY (1971)
 NL0701
 NL0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NL0701'THE STATION SURFACE MARK WAS DESTROYED BY CLEARING OPERATIONS
 NL0701'WHEN TREES WERE REMOVED AT THE STATION SITE.  THE STATION
 NL0701'UNDERGROUND MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 NL0701'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 NL0701'NO ANGLE WAS OBSERVED TO THE AZIMUTH MARK SINCE THE MARK HAD
 NL0701'TO BE WALKED TO AND IS ALONG A DIRT ROAD.  THE DISTANCE AND
 NL0701'DIRECTION TO THE REFERENCE MARKS CHECKED AND THE ANGLE BETWEEN
 NL0701'THE REMSEN MUNICIPAL WATER TANK AND CHURCH ALSO CHECKED.
 NL0701'
 NL0701'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 NL0701'MARK.
 NL0701'
 NL0701'FOLLOWING IS A NEW DESCRIPTION.
 NL0701'
 NL0701'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND
 NL0701'COUNTY ROAD L 14 AT THE SOUTHEAST SIDE OF REMSEN, GO EAST ON
 NL0701'STATE HIGHWAY 3 FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 NL0701'SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD ON THE
 NL0701'RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.2
 NL0701'MILE TO MRS. LEWINE LOESCHE FARM HOUSE AND THE STATION ON THE
 NL0701'LEFT.
 NL0701'
 NL0701'STATION MARK, A STANDARD DISK STAMPED MILLER 1940 1971, IS SET
 NL0701'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 14 INCHES BELOW
 NL0701'THE SURFACE OF THE GROUND.  IT IS 137 FEET NORTHWEST OF THE
 NL0701'NORTHWEST CORNER OF A NEW BRICK HOUSE, 40.5 FEET SOUTH OF THE
 NL0701'CENTER OF A DIRT ROAD, 16 FEET SOUTHWEST OF THE CORNER FENCE
 NL0701'POST AT THE NORTHWEST CORNER OF YARD, 12 FEET SOUTH OF A METAL
 NL0701'WITNESS POST SET IN AN EAST-WEST FENCE, AND 11 FEET WEST OF
 NL0701'A NORTH-SOUTH FENCE.  THE UNDERGROUND MARK, A STANDARD DISK
 NL0701'MILLER 1940, IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NL0701'CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 NL0701'
 NL0701'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MILLER NO. 1 1940,
 NL0701'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 NL0701'WITH THE SURFACE OF THE GROUND.  IT IS 40 FEET EAST OF A
 NL0701'TELEPHONE POLE, 26 FEET NORTH OF THE CENTER OF A DIRT ROAD,
 NL0701'AND 1 FOOT SOUTH OF A FENCE.
 NL0701'
 NL0701'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MILLER NO. 2 1940,
 NL0701'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 NL0701'4 INCHES.  IT IS 76 FEET WEST OF A TELEPHONE POLE, 24 FEET
 NL0701'NORTH OF THE CENTER OF THE DIRT ROAD, AND 1 FOOT SOUTH OF A FENCE.
 NL0701'
 NL0701'AZIMUTH MARK, A STANDARD DISK STAMPED MILLER 1950, IS SET
 NL0701'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 NL0701'IT IS 32 FEET NORTH OF THE CENTER OF A DIRT ROAD, 5 FEET
 NL0701'EAST-SOUTHEAST OF A TELEPHONE POLE, AND 2 FEET EAST-SOUTHEAST
 NL0701'OF A WOODEN WITNESS POST.
 NL0701'
 NL0701'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 NL0701'MILES ESE OF REMSEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0917 ***********************************************************************
 OO0917  DESIGNATION -  MILLER
 OO0917  PID         -  OO0917
 OO0917  STATE/COUNTY-  IA/HOWARD
 OO0917  USGS QUAD   -  JERICO (1972)
 OO0917
 OO0917                         *CURRENT SURVEY CONTROL
 OO0917  ___________________________________________________________________
 OO0917* NAD 83(1996)-  43 14 05.01500(N)    092 21 58.68450(W)     ADJUSTED  
 OO0917* NAVD 88     -       402.1    (meters)    1319.     (feet)  VERTCON   
 OO0917  ___________________________________________________________________
 OO0917  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 OO0917  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 OO0917
 OO0917  HORZ ORDER  -  SECOND
 OO0917
 OO0917.The horizontal coordinates were established by classical geodetic methods
 OO0917.and adjusted by the National Geodetic Survey in May 1999..
 OO0917
 OO0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0917
 OO0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0917
 OO0917.The geoid height was determined by GEOID03.
 OO0917
 OO0917;                    North         East     Units Scale Factor Converg.
 OO0917;SPC IA N     - 1,193,311.027 1,592,086.942   MT  0.99999432   +0 46 06.1
 OO0917;UTM  15      - 4,787,076.215   551,454.756   MT  0.99963257   +0 26 02.7
 OO0917
 OO0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0917!SPC IA N     -   0.99994173  x   0.99999432  =   0.99993605
 OO0917!UTM  15      -   0.99994173  x   0.99963257  =   0.99957432
 OO0917
 OO0917:                Primary Azimuth Mark                     Grid Az
 OO0917:SPC IA N     -  KUBIK                                    041 01 39.5
 OO0917:UTM  15      -  KUBIK                                    041 21 42.9
 OO0917
 OO0917|---------------------------------------------------------------------|
 OO0917| PID    Reference Object                     Distance      Geod. Az  |
 OO0917|                                                           dddmmss.s |
 OO0917| OO0943 KUBIK                               APPROX. 8.7 KM 0414745.6 |
 OO0917| CI5963 MILLER RM 2                          13.341 METERS 09225     |
 OO0917| OO0918 MILLER                                9.508 METERS 27232     |
 OO0917| CI5964 MILLER RM 1                          16.757 METERS 27234     |
 OO0917| OO0935 ELMA MUN TANK                       APPROX. 5.9 KM 2812556.6 |
 OO0917|---------------------------------------------------------------------|
 OO0917
 OO0917                          SUPERSEDED SURVEY CONTROL
 OO0917
 OO0917  NAD 83(1996)-  43 14 05.01499(N)    092 21 58.68452(W) AD(       ) 2
 OO0917  NAD 83(1986)-  43 14 05.00828(N)    092 21 58.68366(W) AD(       ) 2
 OO0917  NAD 27      -  43 14 05.11593(N)    092 21 58.05318(W) AD(       ) 2
 OO0917  NGVD 29 (07/19/86)  402.1    (m)         1319.     (f) VERT ANG       
 OO0917
 OO0917.Superseded values are not recommended for survey control.
 OO0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0917.See file dsdata.txt to determine how the superseded data were derived.
 OO0917
 OO0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5145587076(NAD 83)
 OO0917_MARKER: DD = SURVEY DISK
 OO0917_SETTING: 0 = UNSPECIFIED SETTING
 OO0917
 OO0917  HISTORY     - Date     Condition        Report By
 OO0917  HISTORY     - 1969     MONUMENTED       USGS
 OO0917
 OO0917                          STATION DESCRIPTION
 OO0917
 OO0917'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JLC)
 OO0917'THE STATION IS LOCATED ABOUT 14 MILES WEST-NORTHWEST OF
 OO0917'PROTIVIN, 4 MILES NORTHEAST OF ALTA VISTA AND 3.5 MILES
 OO0917'EAST-SOUTHEAST OF ELMA IN THE APPROXIMATE CENTER OF SECTION
 OO0917'10, T. 97 N., R. 13 W. ON THE PROPERTY OF MR. ARNO MILLER.
 OO0917'
 OO0917'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 OO0917'272 AND COUNTY ROUTE V 18 IN THE NORTH EDGE OF ELMA, GO
 OO0917'EAST ON HIGHWAY 272 FOR 2 MILES TO A SIDE ROAD RIGHT.  TURN
 OO0917'RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 1.5 MILES TO A
 OO0917'T-ROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 1.85
 OO0917'MILES TO MR. ARNO MILLERS RESIDENCE ON THE LEFT.  TURN LEFT
 OO0917'AND GO NORTH ON MR. MILLERS DRIVEWAY PASSING BETWEEN A BARN
 OO0917'AND A SMALL WHITE BUILDING FOR 0.1 MILE TO A FENCE LINE.
 OO0917'PASS THROUGH THE FENCE LINE AND BEAR LEFT ON A FIELD ROAD
 OO0917'FOR 0.05 MILE THEN BACK NORTH FOR 0.35 MILE TO ANOTHER FENCE
 OO0917'LINE.  PASS THROUGH THE FENCE LINE AND IMMEDIATELY TURN
 OO0917'LEFT AND GO WEST ALONG THE NORTH SIDE OF THE FENCE FOR
 OO0917'0.15 MILE TO THE STATION ON THE LEFT.
 OO0917'
 OO0917'THE STATION IS A U.S. GEOLOGICAL SURVEY DISK STAMPED ET
 OO0917'MILLER 1969 CRIMPED TO THE TOP OF A LENGTH OF COPPER COATED
 OO0917'ROD AND ENCASED BY A 6-INCH TILE THAT IS FLUSH WITH THE
 OO0917'GROUND SURFACE.  IT IS 215 FEET EAST OF THE FENCE CORNER,
 OO0917'31.5 FEET EAST OF A COAST AND GEODETIC SURVEY WITNESS POST
 OO0917'AND 1.5 FEET NORTH OF THE FENCE AND A GEOLOGICAL SURVEY
 OO0917'WITNESS POST.
 OO0917'
 OO0917'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0918 ***********************************************************************
 OO0918  DESIGNATION -  MILLER
 OO0918  PID         -  OO0918
 OO0918  STATE/COUNTY-  IA/HOWARD
 OO0918  USGS QUAD   -  JERICO (1972)
 OO0918
 OO0918                         *CURRENT SURVEY CONTROL
 OO0918  ___________________________________________________________________
 OO0918* NAD 83(1996)-  43 14 05.02859(N)    092 21 59.10547(W)     ADJUSTED  
 OO0918* NAVD 88     -       402.2    (meters)    1320.     (feet)  VERTCON   
 OO0918  ___________________________________________________________________
 OO0918  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 OO0918  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 OO0918
 OO0918  HORZ ORDER  -  SECOND
 OO0918
 OO0918.The horizontal coordinates were established by classical geodetic methods
 OO0918.and adjusted by the National Geodetic Survey in May 1999..
 OO0918
 OO0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0918
 OO0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0918
 OO0918.The geoid height was determined by GEOID03.
 OO0918
 OO0918;                    North         East     Units Scale Factor Converg.
 OO0918;SPC IA N     - 1,193,311.319 1,592,077.438   MT  0.99999432   +0 46 05.8
 OO0918;UTM  15      - 4,787,076.563   551,445.258   MT  0.99963256   +0 26 02.4
 OO0918
 OO0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0918!SPC IA N     -   0.99994171  x   0.99999432  =   0.99993603
 OO0918!UTM  15      -   0.99994171  x   0.99963256  =   0.99957429
 OO0918
 OO0918|---------------------------------------------------------------------|
 OO0918| PID    Reference Object                     Distance      Geod. Az  |
 OO0918|                                                           dddmmss.s |
 OO0918| CI5963 MILLER RM 2                          22.863 METERS 09228     |
 OO0918| OO0917 MILLER                                9.508 METERS 09232     |
 OO0918| CI5964 MILLER RM 1                           7.249 METERS 27237     |
 OO0918| OO0935 ELMA MUN TANK                       APPROX. 5.9 KM 2812647.9 |
 OO0918|---------------------------------------------------------------------|
 OO0918
 OO0918                          SUPERSEDED SURVEY CONTROL
 OO0918
 OO0918  NAD 83(1996)-  43 14 05.02858(N)    092 21 59.10549(W) AD(       ) 2
 OO0918  NAD 83(1986)-  43 14 05.02187(N)    092 21 59.10466(W) AD(       ) 2
 OO0918  NAD 27      -  43 14 05.12952(N)    092 21 58.47413(W) AD(       ) 2
 OO0918  NGVD 29 (07/19/86)  402.2    (m)         1320.     (f) VERT ANG       
 OO0918
 OO0918.Superseded values are not recommended for survey control.
 OO0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0918.See file dsdata.txt to determine how the superseded data were derived.
 OO0918
 OO0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5144587077(NAD 83)
 OO0918_MARKER: DS = TRIANGULATION STATION DISK
 OO0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0918+STABILITY: SURFACE MOTION
 OO0918
 OO0918  HISTORY     - Date     Condition        Report By
 OO0918  HISTORY     - 1971     MONUMENTED       NGS
 OO0918
 OO0918                          STATION DESCRIPTION
 OO0918
 OO0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0918'THE STATION IS LOCATED ABOUT 14 MILES WEST-NORTHWEST OF
 OO0918'PROTIVIN, 4 MILES NORTHEAST OF ALTA VISTA AND 3.5 MILES
 OO0918'EAST-SOUTHEAST OF ELMA IN THE APPROXIMATE CENTER OF SECTION
 OO0918'10, T. 97 N., R. 13 W. ON THE PROPERTY OF MR. ARNO MILLER.
 OO0918'
 OO0918'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 272
 OO0918'AND COUNTY ROUTE V 18 IN THE NORTH EDGE OF ELMA, GO EAST
 OO0918'ON HIGHWAY 272 FOR 2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 OO0918'AND GO SOUTH ON A GRAVELED ROAD FOR 1.5 MILES TO A T-ROAD.
 OO0918'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 1.85 MILES
 OO0918'TO MR. ARNO MILLERS RESIDENCE ON THE LEFT.  TURN LEFT AND
 OO0918'GO NORTH ON MR. MILLERS DRIVEWAY PASSING BETWEEN A BARN
 OO0918'AND A SMALL WHITE BUILDING FOR 0.1 MILE TO A FENCE LINE.
 OO0918'PASS THROUGH THE FENCE LINE AND BEAR LEFT ON A FIELD ROAD
 OO0918'FOR 0.05 MILE THEN BACK NORTH FOR 0.35 MILE TO ANOTHER FENCE
 OO0918'LINE.  PASS THROUGH THE FENCE LINE AND IMMEDIATELY TURN
 OO0918'LEFT AND GO WEST ALONG THE NORTH SIDE OF THE FENCE FOR
 OO0918'0.15 MILE TO THE STATION ON THE LEFT.
 OO0918'
 OO0918'STATION MARKS ARE STANDARD DISKS STAMPED MILLER 1971.  THE
 OO0918'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OO0918'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 OO0918'IT IS 183.5 FEET EAST OF A FENCE CORNER, 31.5 FEET WEST
 OO0918'OF A U.S. GEOLOGICAL SURVEY WITNESS POST AND 1.5 FEET NORTH
 OO0918'OF A BARBED WIRE FENCE AND COAST AND GEODETIC SURVEY WITNESS
 OO0918'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OO0918'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 OO0918'
 OO0918'ET MILLER IS A U.S. GEOLOGICAL SURVEY DISK STAMPED ET MILLER
 OO0918'1969 CRIMPED TO THE TOP OF A LENGTH OF COPPER COATED ROD
 OO0918'AND ENCASED BY A 6-INCH TILE THAT IS FLUSH WITH THE GROUND
 OO0918'SURFACE.  IT IS 215 FEET EAST OF THE FENCE CORNER, 31.5
 OO0918'FEET EAST OF THE C AND GS WITNESS POST AND 1.5 FEET NORTH
 OO0918'OF THE FENCE AND USGS WITNESS POST.
 OO0918'
 OO0918'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY DISK STAMPED
 OO0918'MILLER NO 1 1969, IS CRIMPED TO THE TOP OF A LENGTH OF COPPER
 OO0918'COATED ROD AND ENCASED BY A 6-INCH TILE THAT IS FLUSH WITH
 OO0918'THE GROUND SURFACE.  IT IS 160 FEET EAST OF THE FENCE CORNER,
 OO0918'55 FEET WEST OF THE USGS WITNESS POST, 23.5 FEET WEST OF
 OO0918'THE C AND GS WITNESS POST AND 1.5 FEET NORTH OF THE FENCE.
 OO0918'
 OO0918'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY DISK STAMPED
 OO0918'MILLER NO 2 1969, IS CRIMPED TO THE TOP OF A LENGTH OF COPPER
 OO0918'COATED ROD AND ENCASED BY A 6-INCH TILE THAT IS FLUSH WITH
 OO0918'THE GROUND SURFACE.  IT IS 259 FEET EAST OF THE FENCE CORNER,
 OO0918'75.5 FEET EAST OF THE C AND GS WITNESS POST, 44 FEET EAST
 OO0918'OF THE USGS WITNESS POST, 33 FEET WEST OF SOME SMALL BUSHES
 OO0918'AND 1.5 FEET NORTH OF THE FENCE.
 OO0918'
 OO0918'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 OO0918'
 OO0918'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0436 ***********************************************************************
 LE0436  DESIGNATION -  MILLION
 LE0436  PID         -  LE0436
 LE0436  STATE/COUNTY-  IA/DAVIS
 LE0436  USGS QUAD   -  SELMA (1965)
 LE0436
 LE0436                         *CURRENT SURVEY CONTROL
 LE0436  ___________________________________________________________________
 LE0436* NAD 83(1996)-  40 49 32.24335(N)    092 11 15.87717(W)     ADJUSTED  
 LE0436* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 LE0436  ___________________________________________________________________
 LE0436  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LE0436  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LE0436
 LE0436  HORZ ORDER  -  FIRST
 LE0436
 LE0436.The horizontal coordinates were established by classical geodetic methods
 LE0436.and adjusted by the National Geodetic Survey in May 1999..
 LE0436
 LE0436.The orthometric height was scaled from a topographic map.
 LE0436
 LE0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0436
 LE0436.The geoid height was determined by GEOID03.
 LE0436
 LE0436;                    North         East     Units Scale Factor Converg.
 LE0436;SPC IA S     -    92,518.945   610,689.841   MT  0.99996969   +0 51 51.8
 LE0436;UTM  15      - 4,519,717.277   568,492.059   MT  0.99965774   +0 31 51.7
 LE0436
 LE0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0436!SPC IA S     -   0.99996641  x   0.99996969  =   0.99993610
 LE0436!UTM  15      -   0.99996641  x   0.99965774  =   0.99962416
 LE0436
 LE0436|---------------------------------------------------------------------|
 LE0436| PID    Reference Object                     Distance      Geod. Az  |
 LE0436|                                                           dddmmss.s |
 LE0436| CL9906 MILLION RM 1                         26.350 METERS 17038     |
 LE0436| LE0440 DAVIS COUNTY FARM TANK              APPROX.18.5 KM 2305404.2 |
 LE0436| CL9907 MILLION RM 2                         52.029 METERS 23606     |
 LE0436| CL9905 MILLION AZ MK                                      3153116.0 |
 LE0436|---------------------------------------------------------------------|
 LE0436
 LE0436                          SUPERSEDED SURVEY CONTROL
 LE0436
 LE0436  NAD 83(1986)-  40 49 32.24919(N)    092 11 15.89123(W) AD(       ) 1
 LE0436  NAD 27      -  40 49 32.17480(N)    092 11 15.24390(W) AD(       ) 1
 LE0436
 LE0436.Superseded values are not recommended for survey control.
 LE0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0436.See file dsdata.txt to determine how the superseded data were derived.
 LE0436
 LE0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF6849219717(NAD 83)
 LE0436_MARKER: DS = TRIANGULATION STATION DISK
 LE0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0436_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0436
 LE0436  HISTORY     - Date     Condition        Report By
 LE0436  HISTORY     - 1934     MONUMENTED       CGS
 LE0436
 LE0436                          STATION DESCRIPTION
 LE0436
 LE0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0436'STATION IS ABOUT 12 MILES NE OF BLOOMFIELD AND 10 MILES N BY W OF
 LE0436'MILTON, IN THE NE 1/4, SEC. 36, T 70 N, R 12 W, ON LAND OWNED BY
 LE0436'THE GEORGE MILLER ESTATE AND OCCUPIED BY C.A. MILLION.  THE STATION
 LE0436'MARK IS IN THE FRONT YARD TO MR. MILLIONS FARMHOUSE, 125 FEET NW
 LE0436'OF FARMHOUSE, 36 FEET N OF LANE LEADING TO HOUSE, 120 FEET E OF
 LE0436'WIND-MILL, 30 FEET S OF FENCE LINE, AND IS FLUSH WITH THE
 LE0436'GROUND.
 LE0436'
 LE0436'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LE0436'BRONZE DISKS SET IN CONCRETE.
 LE0436'
 LE0436'REFERENCE MARK NO.1 IS S OF THE STATION, 1.5 FEET NW OF THE NE
 LE0436'FENCE CORNER TO GARDEN, 90 FEET W OF FARMHOUSE, AND PROJECTS 3
 LE0436'INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 156.06 FEET.
 LE0436'
 LE0436'REFERENCE MARK NO.2 IS SW OF THE STATION, 4 FOOT NE OF THE NW
 LE0436'FENCE CORNER TO GARDEN, 45 FEET S OF FRONT GATE, 70 FEET S OF
 LE0436'WINDMILL, AND PROJECTS 6 INCHES.
 LE0436'
 LE0436'THE AZIMUTH MARK IS NW OF THE STATION, AT THE SW CORNER OF A SMALL
 LE0436'WHITE SCHOOLHOUSE, 1.5 FEET SE OF THE SW CORNER, 65 FEET N OF THE
 LE0436'CENTER LINE OF ROAD, AND PROJECTS 3 INCHES.  TO REACH GO N 0.7
 LE0436'MILE, THEN W 0.6 MILE TO MARK.
 LE0436'
 LE0436'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 3 AND 23, WHICH
 LE0436'IS JUST E OF MILTON, GO W ON U.S. HIGHWAY 3 FOR 2.85 MILES TO DIRT
 LE0436'ROAD LEADING N AT W END OF CURVE TO THE LEFT.  GO N ON DIRT ROAD
 LE0436'4.9 MILES TO THE VILLAGE OF TROY.  CONTINUE N ON DIRT ROAD FOR 5.7
 LE0436'MILES TO T-ROAD E.  (THE ROAD DOES NOT RUN DUE N ALL THE WAY BUT
 LE0436'IS EASY TO FOLLOW), GO E ON DIRT ROAD FOR 0.5 MILE TO T-ROAD,
 LE0436'THEN N 0.5 MILE TO STATION AND MR. MILLIONS HOUSE ON THE EAST
 LE0436'SIDE OF ROAD.
 LE0436'
 LE0436'ALL LIGHTS CAME INTO VIEW AT 60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0734 ***********************************************************************
 NJ0734  DESIGNATION -  MILLO
 NJ0734  PID         -  NJ0734
 NJ0734  STATE/COUNTY-  IA/CLAYTON
 NJ0734  USGS QUAD   -  EDGEWOOD (1964)
 NJ0734
 NJ0734                         *CURRENT SURVEY CONTROL
 NJ0734  ___________________________________________________________________
 NJ0734* NAD 83(1996)-  42 43 14.12043(N)    091 23 35.09895(W)     ADJUSTED  
 NJ0734* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 NJ0734  ___________________________________________________________________
 NJ0734  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 NJ0734  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 NJ0734
 NJ0734  HORZ ORDER  -  SECOND
 NJ0734
 NJ0734.The horizontal coordinates were established by classical geodetic methods
 NJ0734.and adjusted by the National Geodetic Survey in May 1999..
 NJ0734
 NJ0734.The orthometric height was scaled from a topographic map.
 NJ0734
 NJ0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0734
 NJ0734.The geoid height was determined by GEOID03.
 NJ0734
 NJ0734;                    North         East     Units Scale Factor Converg.
 NJ0734;SPC IA N     - 1,137,729.233 1,672,549.233   MT  0.99994579   +1 25 40.6
 NJ0734;UTM  15      - 4,731,039.312   631,570.471   MT  0.99981297   +1 05 25.2
 NJ0734
 NJ0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0734!SPC IA N     -   0.99994761  x   0.99994579  =   0.99989341
 NJ0734!UTM  15      -   0.99994761  x   0.99981297  =   0.99976059
 NJ0734
 NJ0734|---------------------------------------------------------------------|
 NJ0734| PID    Reference Object                     Distance      Geod. Az  |
 NJ0734|                                                           dddmmss.s |
 NJ0734| CI5967 MILLO RM 1                           21.202 METERS 03619     |
 NJ0734| CI5968 MILLO RM 2                           25.838 METERS 10212     |
 NJ0734| CI5966 MILLO AZ MK 2                                      2200930.6 |
 NJ0734| CI5965 MILLO AZ MK                                        2205609.8 |
 NJ0734|---------------------------------------------------------------------|
 NJ0734
 NJ0734                          SUPERSEDED SURVEY CONTROL
 NJ0734
 NJ0734  NAD 83(1996)-  42 43 14.12047(N)    091 23 35.09873(W) AD(       ) 2
 NJ0734  NAD 83(1986)-  42 43 14.10955(N)    091 23 35.09637(W) AD(       ) 2
 NJ0734  NAD 27      -  42 43 14.15070(N)    091 23 34.60060(W) AD(       ) 2
 NJ0734
 NJ0734.Superseded values are not recommended for survey control.
 NJ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0734.See file dsdata.txt to determine how the superseded data were derived.
 NJ0734
 NJ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH3157031039(NAD 83)
 NJ0734_MARKER: DS = TRIANGULATION STATION DISK
 NJ0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0734
 NJ0734  HISTORY     - Date     Condition        Report By
 NJ0734  HISTORY     - 1961     MONUMENTED       CGS
 NJ0734  HISTORY     - 1972     GOOD             NGS
 NJ0734
 NJ0734                          STATION DESCRIPTION
 NJ0734
 NJ0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0734'THE STATION IS ABOUT 9 MILES SOUTH OF ELKADER, ABOUT 2-1/2 MILES
 NJ0734'SOUTH AND 1 MILE WEST OF LITTLEPORT, ABOUT 6 MILES WEST AND
 NJ0734'1-1/2 MILES SOUTH OF GARBER, IN THE SOUTHEAST 1/4 OF SEC.
 NJ0734'2, T. 91 N., R. 5 W., AND ON THE PROPERTY OF MR. EARNEST
 NJ0734'HARBAUGH.  IT IS 87 FEET WEST OF THE NORTHWEST CORNER OF
 NJ0734'A SMALL BARN, 73 FEET SOUTHEAST OF THE INTERSECTION OF A
 NJ0734'GRAVELED ROAD AND A DRIVEWAY, 58 FEET SOUTH OF A TELEPHONE
 NJ0734'POLE, 54 FEET SOUTH OF A FENCE CORNER, 14 FEET EAST OF A
 NJ0734'WITNESS POST AND 13 FEET EAST OF A WIRE FENCE.  THE MONUMENT
 NJ0734'IS FLUSH AND THE DISK IS STAMPED MILLO 1961.
 NJ0734'
 NJ0734'TO REACH FROM THE HOPE LUTHERAN CHURCH AND SCHOOL IN THE
 NJ0734'SOUTHWEST PART OF LITTLEPORT, GO SOUTHWEST OF A PAVED ROAD
 NJ0734'FOR 0.2 MILE TO A SIDE ROAD RIGHT JUST BEFORE REACHING A SMALL
 NJ0734'BRIDGE AND THE END OF THE PAVEMENT.  CROSS THE BRIDGE AND
 NJ0734'CONTINUE SOUTHWESTERLY ON A GRAVELED ROAD FOR 0.3 MILE TO A
 NJ0734'SIDE ROAD LEFT.  CONTINUE SOUTHWESTERLY ON THE GRAVELED ROAD
 NJ0734'FOR 2.1 MILES TO THE TOP OF A HILL, MR. HARBAUGHS HOME AND THE
 NJ0734'STATION ON THE LEFT.
 NJ0734'
 NJ0734'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 NJ0734'ON THE GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 NJ0734'LEFT.
 NJ0734'
 NJ0734'REFERENCE MARK 1 IS 57 FEET EAST OF THE TELEPHONE POLE, 54
 NJ0734'FEET EAST OF THE FENCE CORNER, 31 FEET NORTH OF THE CENTERLINE
 NJ0734'OF A DRIVEWAY AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MONUMENT
 NJ0734'PROJECTS 2 INCHES AND THE DISK IS STAMPED MILLO NO 1 1961.
 NJ0734'
 NJ0734'REFERENCE MARK 2 IS 27 FEET SOUTH OF THE CENTERLINE OF THE
 NJ0734'DRIVEWAY AND 3 FEET WEST OF THE NORTHWEST CORNER OF THE SMALL
 NJ0734'BARN.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 NJ0734'MILLO NO 2 1961.
 NJ0734'
 NJ0734'THE AZIMUTH MARK IS 35 FEET SOUTHEAST OF THE CENTERLINE OF THE
 NJ0734'GRAVELED ROAD, 3 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET
 NJ0734'NORTHWEST OF A GATE POST AND 2 FEET NORTHEAST OF A WITNESS
 NJ0734'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NJ0734'MILLO 1961.
 NJ0734'
 NJ0734'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NJ0734
 NJ0734                          STATION RECOVERY (1972)
 NJ0734
 NJ0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NJ0734'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 NJ0734'WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED
 NJ0734'WITH THE EXCEPTION THAT THE TELEPHONE POLE AT THE STATION SITE
 NJ0734'HAS BEEN REMOVED AND A METAL WITNESS POST WAS SET 12.5 FEET
 NJ0734'WEST OF THE STATION MARK.  DUE TO ROAD CONSTRUCTION, THE AZIMUTH
 NJ0734'MARK HAD TO BE MOVED.  A NEW AZIMUTH MARK WAS ESTABLISHED THIS
 NJ0734'DATE.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 NJ0734'COMPARED GOOD WITH THE PREVIOUS DATA.
 NJ0734'
 NJ0734'THE DESCRIPTION OF THE ROUTE TO REACH THE STATION IS ADEQUATE.
 NJ0734'
 NJ0734'FOLLOWING IS A DESCRIPTION FOR THE NEW AZIMUTH MARK.
 NJ0734'
 NJ0734'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MILLO 1961 1972,
 NJ0734'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 NJ0734'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 124 FEET
 NJ0734'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, 99 FEET
 NJ0734'NORTHWEST OF A 36-INCH OAK TREE, 97 FEET WEST-NORTHWEST OF
 NJ0734'THE NORTHWEST CORNER OF A TILE BLOCK BUILDING, 52 FEET EAST
 NJ0734'OF THE CENTER OF THE ROAD AND 1 FOOT NORTH OF A METAL WITNESS
 NJ0734'POST.
 NJ0734'
 NJ0734'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON THE
 NJ0734'GRAVELED ROAD (WILL BE PAVED AFTER CONSTRUCTION COMPLETED)
 NJ0734'FOR 0.3 MILE TO A FARM AND THE AZIMUTH MARK ON THE LEFT.
 NJ0734'
 NJ0734'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTH
 NJ0734'OF ELKADER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1162 ***********************************************************************
 OP1162  HT_MOD      -  This is a Height Modernization Survey Station.
 OP1162  CBN         -  This is a Cooperative Base Network Control Station.
 OP1162  PACS        -  This is a Primary Airport Control Station.
 OP1162  DESIGNATION -  MILPORT
 OP1162  PID         -  OP1162
 OP1162  STATE/COUNTY-  IA/DICKINSON
 OP1162  USGS QUAD   -  MILFORD (1982)
 OP1162
 OP1162                         *CURRENT SURVEY CONTROL
 OP1162  ___________________________________________________________________
 OP1162* NAD 83(1996)-  43 20 04.68327(N)    095 09 09.71280(W)     ADJUSTED  
 OP1162* NAVD 88     -       437.49   (meters)    1435.3    (feet)  GPS OBS   
 OP1162  ___________________________________________________________________
 OP1162  X           -    -417,332.403 (meters)                     COMP
 OP1162  Y           -  -4,628,039.138 (meters)                     COMP
 OP1162  Z           -   4,354,897.672 (meters)                     COMP
 OP1162  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 OP1162  ELLIP HEIGHT-         409.35  (meters)          (08/23/05) GPS OBS
 OP1162  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 OP1162
 OP1162  HORZ ORDER  -  B
 OP1162  ELLP ORDER  -  FOURTH    CLASS II
 OP1162
 OP1162.This mark is at Fuller Airport (4D8)
 OP1162
 OP1162.The horizontal coordinates were established by GPS observations
 OP1162.and adjusted by the National Geodetic Survey in August 1997..
 OP1162
 OP1162.The orthometric height was determined by GPS observations and a
 OP1162.high-resolution geoid model.
 OP1162
 OP1162.GPS derived orthometric heights for airport stations designated as
 OP1162.PACS or SACS are published to 2 decimal places.  This maintains
 OP1162.centimeter relative accuracy between the PACS and SACS.  It does
 OP1162.not indicate centimeter accuracy relative to other marks which are
 OP1162.part of the NAVD 88 network.
 OP1162
 OP1162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1162
 OP1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1162
 OP1162.The ellipsoidal height was determined by GPS observations
 OP1162.and is referenced to NAD 83.
 OP1162
 OP1162.The geoid height was determined by GEOID03.
 OP1162
 OP1162;                    North         East     Units Scale Factor Converg.
 OP1162;SPC IA N     - 1,205,103.265 1,365,977.816   MT  1.00001313   -1 07 12.4
 OP1162;UTM  15      - 4,800,226.771   325,489.881   MT  0.99997463   -1 28 39.6
 OP1162
 OP1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1162!SPC IA N     -   0.99993581  x   1.00001313  =   0.99994894
 OP1162!UTM  15      -   0.99993581  x   0.99997463  =   0.99991044
 OP1162
 OP1162:                Primary Azimuth Mark                     Grid Az
 OP1162:SPC IA N     -  MILPORT AZ MK                            271 18 19.1
 OP1162:UTM  15      -  MILPORT AZ MK                            271 39 46.3
 OP1162
 OP1162|---------------------------------------------------------------------|
 OP1162| PID    Reference Object                     Distance      Geod. Az  |
 OP1162|                                                           dddmmss.s |
 OP1162| OP1163 MILPORT AZ MK                       APPROX. 0.8 KM 2701106.7 |
 OP1162|---------------------------------------------------------------------|
 OP1162
 OP1162                          SUPERSEDED SURVEY CONTROL
 OP1162
 OP1162  ELLIP H (06/15/04)  409.34   (m)                       GP(       ) 4 1
 OP1162  ELLIP H (08/25/97)  409.35   (m)                       GP(       ) 4 1
 OP1162  NAD 83(1986)-  43 20 04.67922(N)    095 09 09.70176(W) AD(       ) 3
 OP1162  NGVD 29 (07/09/90)  437.4    (m)         1435.     (f) GPS OBS        
 OP1162
 OP1162.Superseded values are not recommended for survey control.
 OP1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1162.See file dsdata.txt to determine how the superseded data were derived.
 OP1162
 OP1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2549000227(NAD 83)
 OP1162_MARKER: I = METAL ROD
 OP1162_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OP1162_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OP1162_STAMPING: MILPORT 1989
 OP1162_MARK LOGO: NGS   
 OP1162_PROJECTION: FLUSH
 OP1162_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1162+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 OP1162_ROD/PIPE-DEPTH:  8.2 meters
 OP1162_SLEEVE-DEPTH  :  0.9 meters
 OP1162
 OP1162  HISTORY     - Date     Condition        Report By
 OP1162  HISTORY     - 1989     MONUMENTED       NGS
 OP1162  HISTORY     - 19960904 GOOD             NGS
 OP1162  HISTORY     - 20041006 GOOD             MNDT
 OP1162
 OP1162                          STATION DESCRIPTION
 OP1162
 OP1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OP1162'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) NORTH OF MILFORD, 0.3 KM
 OP1162'(0.20 MI) WEST OF US HIGHWAY 71, AT THE FULLER AIRPORT AT THE JUNCTION
 OP1162'OF THE ENTRANCE RAMP AND RUNWAY.  OWNERSHIP--CITY OF MILFORD, MILFORD,
 OP1162'IA 51351, PHONE (712) 338-2451.  THE AIRPORT MANAGER IS DON SIMPSON,
 OP1162'PHONE 712-338-2017.
 OP1162'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 71 AND COUNTY
 OP1162'ROAD 34 AT THE ST. JOSEPH CATHOLIC CHURCH IN MILFORD, GO NORTH ON US
 OP1162'HIGHWAY 71 FOR 0.65 KM (0.40 MI) TO THE JUNCTION OF A GRAVEL ROAD
 OP1162'(19TH STREET).  TURN LEFT, WEST, AND GO 0.16 KM (0.10 MI) TO THE
 OP1162'JUNCTION OF NORTH AVENUE.  TURN LEFT, SOUTH, AND GO 0.08 KM (0.05 MI)
 OP1162'TO THE JUNCTION OF 18TH STREET.  TURN RIGHT, WEST, AND GO 0.16 KM
 OP1162'(0.10 MI) TO THE END OF THE ROAD AND GATE ON THE WEST SIDE OF A CITY
 OP1162'GARAGE BUILDING.  TURN RIGHT AND PASS THRU THE GATE, THEN TURN RIGHT
 OP1162'AROUND THE CITY GARAGE BUILDING, THEN LEFT TO THE ENTRANCE RAMP OF THE
 OP1162'AIRPORT.  GO NORTH ON THE ENTRANCE RAMP FOR 0.24 KM (0.15 MI) TO THE
 OP1162'JUNCTION OF THE RUNWAY AND THE STATION ON THE RIGHT.
 OP1162'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 OP1162'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 OP1162'SURROUNDED BY CONCRETE.  LOCATED 15.3 M (50.2 FT) SOUTH OF THE CENTER
 OP1162'OF THE RUNWAY, 15.5 M (50.9 FT) EAST OF THE CENTER OF THE ENTRANCE
 OP1162'RAMP, 14.75 M (48.4 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE END
 OP1162'OF RUNWAY 27, 8.6 M (28.2 FT) NORTH-NORTHWEST OF THE METAL POLE
 OP1162'SUPPORTING A WIND TEE AND 7.9 M (25.9 FT) NORTH-NORTHWEST OF A
 OP1162'FIBERGLASS WITNESS POST.
 OP1162'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OP1162'DESCRIBED BY M. L. MCCREADY.
 OP1162
 OP1162                          STATION RECOVERY (1996)
 OP1162
 OP1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 OP1162'THE STATION IS 0.6 MI (1.0 KM) NORTH OF MILFORD AT THE FULLER AIRPORT,
 OP1162'AT THE SOUTHEAST SIDE OF THE JUNCTION OF THE TAXIWAY/ENTRANCE RAMP AND
 OP1162'RUNWAY.  OWNERSHIP--CITY OF MILFORD--33 AIRPORT DRIVE MILFORD, IA
 OP1162'51351.  AIRPORT MANAGER IS JIM ANDERSON, PHONE 712-338-2182 (HOME) ,
 OP1162'712-338-2069 (CAR WASH) OR 712-338-2565 (WELDING SHOP) . NOTE--AIRPORT
 OP1162'MANAGER CAN BE REACHED AT THE CAR WASH OR WELDING SHOP DURING THE DAY.
 OP1162'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 71 AND STATE
 OP1162'HIGHWAY 9 GO SOUTH ON STATE HIGHWAY 71 6.9 MI (11.1 KM) TO 17TH STREET
 OP1162'ON THE RIGHT.  TURN RIGHT, WEST, AND GO 0.15 MI (0.24 KM) TO M AVENUE
 OP1162'ON THE RIGHT.  TURN RIGHT, NORTH, ON M AVENUE AND GO 0.1 MI (0.2 KM)
 OP1162'TO A STATE MAINTENANCE BUILDING ON THE LEFT.  TURN LEFT, WEST, AND GO
 OP1162'0.05 MI (0.08 KM) TO THE WEST SIDE OF MAINTENANCE BUILDING.  TURN
 OP1162'RIGHT, NORTH, AND GO TO THE NORTH SIDE OF MAINTENANCE BUILDING.  TURN
 OP1162'RIGHT, EAST, AND GO 0.05 MI (0.08 KM) TO THE TAXIWAY/ENTRANCE RAMP.
 OP1162'TURN LEFT, NORTH, ON TAXIWAY AND GO 0.1 MI (0.2 KM) TO THE JUNCTION OF
 OP1162'THE RUNWAY AND THE STATION ON THE RIGHT.  THE STATION IS 51.8 FT (15.8
 OP1162'M) EAST OF THE CENTERLINE OF THE TAXIWAY/ENTRANCE RAMP, 50.2 FT (15.3
 OP1162'M) SOUTH OF THE CENTERLINE OF THE RUNWAY 27, 48.4 FT (14.8 M)
 OP1162'SOUTHWEST OF THE SOUTHEAST CORNER OF THE END OF RUNWAY 27, 28.2 FT
 OP1162'(8.6 M) NORTH-NORTHWEST OF A METAL POLE SUPPORTING A WIND TEE AND 25.7
 OP1162'FT (7.8 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST.  THE STATION
 OP1162'IS 1/2 IN STAINLESS STEEL ROD ENCASED IN A 5-INCH PVC PIPE WITH LOGO
 OP1162'CAP.  NOTE--ACCESS TO DATUM POINT IS THRU A 5-INCH NGS LOGO CAP
 OP1162'STAMPED MILPORT 1989.  NOTE--THIS IS THE PRIMARY AIRPORT CONTROL
 OP1162'STATION.
 OP1162
 OP1162                          STATION RECOVERY (2004)
 OP1162
 OP1162'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OP1162'0.6 MILES NORTH OF MILFORD AT THE FULLER AIRPORT, AT THE SOUTHEAST
 OP1162'SIDE OF JUNCTION OF TAXIWAY/ENTRANCE RAMP AND RUNWAY, 6.9 MILES SOUTH
 OP1162'ON TRUNK HIGHWAY 71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 OP1162'HIGHWAY 9, 0.15 MILES WEST ON 17TH STREET, 0.1 MILES NORTH ON M AVENUE
 OP1162'TO STATE MAINTENANCE BUILDING, WEST 0.05 MILES TO THE WEST SIDE OF
 OP1162'MAINTENANCE BUILDING, GO TO THE NORTH SIDE OF MAINTENANCE BUILDING.
 OP1162'GO EAST 0.05 MILES TO THE TAXIWAY/ENTRANCE RAMP,  0.1 MILES NORTH ON
 OP1162'TAXIWAY TO THE JUNCTION OF THE RUNWAY AND THE STATION TO THE EAST,
 OP1162'51.8 FEET EAST OF THE CENTERLINE OF THE TAXIWAY/ENTRANCE RAMP, 50.2
 OP1162'FEET SOUTH OF THE CENTERLINE OF THE RUNWAY 27, 48.4 FEET SOUTHWEST OF
 OP1162'THE SOUTHEAST CORNER OF THE END OF RUNWAY 27, 28.2 FEET
 OP1162'NORTH-NORTHWEST OF A METAL POLE SUPPORTING A WIND TEE AND 25.7 FEET
 OP1162'NORTH-NORTHWEST OF A CARSONITE WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1163 ***********************************************************************
 OP1163  DESIGNATION -  MILPORT AZ MK
 OP1163  PID         -  OP1163
 OP1163  STATE/COUNTY-  IA/DICKINSON
 OP1163  USGS QUAD   -  MILFORD (1982)
 OP1163
 OP1163                         *CURRENT SURVEY CONTROL
 OP1163  ___________________________________________________________________
 OP1163* NAD 83(1996)-  43 20 04.77020(N)    095 09 47.28410(W)     ADJUSTED  
 OP1163* NAVD 88     -       437.8    (meters)    1436.     (feet)  VERTCON   
 OP1163  ___________________________________________________________________
 OP1163  X           -    -418,175.257 (meters)                     COMP
 OP1163  Y           -  -4,627,961.485 (meters)                     COMP
 OP1163  Z           -   4,354,899.884 (meters)                     COMP
 OP1163  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 OP1163  ELLIP HEIGHT-         409.73  (meters)          (05/06/99) GPS OBS
 OP1163  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 OP1163
 OP1163  HORZ ORDER  -  THIRD
 OP1163  ELLP ORDER  -  FOURTH    CLASS I
 OP1163
 OP1163.This mark is at Fuller Airport (4D8)
 OP1163
 OP1163.The horizontal coordinates were established by GPS observations
 OP1163.and adjusted by the National Geodetic Survey in May 1999..
 OP1163
 OP1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1163
 OP1163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1163
 OP1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1163
 OP1163.The ellipsoidal height was determined by GPS observations
 OP1163.and is referenced to NAD 83.
 OP1163
 OP1163.The geoid height was determined by GEOID03.
 OP1163
 OP1163;                    North         East     Units Scale Factor Converg.
 OP1163;SPC IA N     - 1,205,122.545 1,365,131.653   MT  1.00001313   -1 07 37.8
 OP1163;UTM  15      - 4,800,251.331   324,643.886   MT  0.99997827   -1 29 05.4
 OP1163
 OP1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1163!SPC IA N     -   0.99993575  x   1.00001313  =   0.99994888
 OP1163!UTM  15      -   0.99993575  x   0.99997827  =   0.99991402
 OP1163
 OP1163:                Primary Azimuth Mark                     Grid Az
 OP1163:SPC IA N     -  MILPORT                                  091 18 18.7
 OP1163:UTM  15      -  MILPORT                                  091 39 46.3
 OP1163
 OP1163|---------------------------------------------------------------------|
 OP1163| PID    Reference Object                     Distance      Geod. Az  |
 OP1163|                                                           dddmmss.s |
 OP1163| OP1162 MILPORT                             APPROX. 0.8 KM 0901040.9 |
 OP1163|---------------------------------------------------------------------|
 OP1163
 OP1163                          SUPERSEDED SURVEY CONTROL
 OP1163
 OP1163  NAD 83(1996)-  43 20 04.77021(N)    095 09 47.28410(W) AD(       ) 3
 OP1163  NAD 83(1986)-  43 20 04.76673(N)    095 09 47.27363(W) AD(       ) 3
 OP1163  NGVD 29 (07/09/90)  437.7    (m)         1436.     (f) GPS OBS        
 OP1163
 OP1163.Superseded values are not recommended for survey control.
 OP1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1163.See file dsdata.txt to determine how the superseded data were derived.
 OP1163
 OP1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2464400251(NAD 83)
 OP1163_MARKER: I = METAL ROD
 OP1163_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OP1163_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OP1163_STAMPING: MILPORT AZ MK 1989
 OP1163_MARK LOGO: NGS   
 OP1163_PROJECTION: FLUSH
 OP1163_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1163+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OP1163_ROD/PIPE-DEPTH: 5.8  meters
 OP1163_SLEEVE-DEPTH  : 0.91 meters
 OP1163
 OP1163  HISTORY     - Date     Condition        Report By
 OP1163  HISTORY     - 1989     MONUMENTED       NGS
 OP1163
 OP1163                          STATION DESCRIPTION
 OP1163
 OP1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OP1163'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) NORTH OF MILFORD, 0.3 KM
 OP1163'(0.20 MI) WEST OF US HIGHWAY 71, AT THE FULLER AIRPORT, ALONG THE
 OP1163'SOUTH SIDE OF RUNWAY 9.  OWNERSHIP--CITY OF MILFORD, MILFORD, IA
 OP1163'51351, PHONE (712) 338-2451. THE AIRPORT MANAGER IS DON SIMPSON, PHONE
 OP1163'712-338-2017.
 OP1163'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 71 AND COUNTY
 OP1163'ROAD 34 AT THE ST. JOSEPH CATHOLIC CHURCH IN MILFORD, GO NORTH ON US
 OP1163'HIGHWAY 71 FOR 0.65 KM (0.40 MI) TO THE JUNCTION OF A GRAVEL ROAD ON
 OP1163'THE LEFT (19TH STREET).  TURN LEFT, WEST, ON 19TH STREET FOR 0.16 KM
 OP1163'(0.10 MI) TO THE JUNCTION OF NORTH AVENUE.  TURN LEFT, SOUTH, FOR 0.08
 OP1163'KM (0.05 MI) TO THE JUNCTION OF 18TH STREET ON THE RIGHT.  TURN RIGHT,
 OP1163'WEST, ON 18TH STREET FOR 0.16 KM (0.10 MI) TO THE ROADS END AND A GATE
 OP1163'ON THE RIGHT ON THE WEST SIDE OF A CITY GARAGE BUILDING.  TURN RIGHT
 OP1163'THROUGH THE GATE THEN RIGHT AROUND THE CITY GARAGE BUILDING THEN LEFT
 OP1163'TO THE ENTRANCE RAMP OF THE AIRPORT.  TURN LEFT ONTO THE ENTRANCE RAMP
 OP1163'AND GO 0.24 KM (0.15 MI) TO THE JUNCTION OF THE RUNWAY.  TURN LEFT,
 OP1163'WEST, ONTO THE RUNWAY AND GO 0.08 KM (0.05 MI) TO THE STATION ON THE
 OP1163'LEFT.
 OP1163'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 OP1163'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 OP1163'SURROUNDED BY CONCRETE.  LOCATED 14.45 M (47.4 FT) EAST-SOUTHEAST OF
 OP1163'THE SOUTHWEST CORNER OF RUNWAY 9, 10.85 M (35.6 FT) SOUTH OF THE
 OP1163'CENTER OF THE RUNWAY, 8.85 M (29.0 FT) NORTHWEST OF THE NORTH ONE OF
 OP1163'THREE RUNWAY END LIGHTS AT THE PAINTED THRESHOLD LINES AND 7.5 M
 OP1163'(24.6 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 OP1163'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OP1163'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0813 ***********************************************************************
 OP0813  DESIGNATION -  MINNIA RESET
 OP0813  PID         -  OP0813
 OP0813  STATE/COUNTY-  IA/OSCEOLA
 OP0813  USGS QUAD   -  SIBLEY EAST (1972)
 OP0813
 OP0813                         *CURRENT SURVEY CONTROL
 OP0813  ___________________________________________________________________
 OP0813* NAD 83(1996)-  43 29 59.34081(N)    095 44 13.84370(W)     ADJUSTED  
 OP0813* NAVD 88     -       502.74   (+/-2cm)    1649.4    (feet)  VERTCON   
 OP0813  ___________________________________________________________________
 OP0813  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 OP0813  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 OP0813
 OP0813  HORZ ORDER  -  FIRST
 OP0813  VERT ORDER  -  THIRD ? (See Below)
 OP0813
 OP0813.The horizontal coordinates were established by classical geodetic methods
 OP0813.and adjusted by the National Geodetic Survey in May 1999..
 OP0813
 OP0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0813.The vertical order pertains to the NGVD 29 superseded value.
 OP0813
 OP0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0813
 OP0813.The geoid height was determined by GEOID03.
 OP0813
 OP0813;                    North         East     Units Scale Factor Converg.
 OP0813;SPC IA N     - 1,224,539.764 1,319,075.764   MT  1.00005094   -1 30 58.4
 OP0813;SPC MN S     -   157,030.380   659,502.578   MT  1.00007347   -1 13 03.5
 OP0813;UTM  15      - 4,819,960.991   278,709.416   MT  1.00020239   -1 53 05.7
 OP0813
 OP0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0813!SPC IA N     -   0.99992534  x   1.00005094  =   0.99997628
 OP0813!SPC MN S     -   0.99992534  x   1.00007347  =   0.99999881
 OP0813!UTM  15      -   0.99992534  x   1.00020239  =   1.00012772
 OP0813
 OP0813|---------------------------------------------------------------------|
 OP0813| PID    Reference Object                     Distance      Geod. Az  |
 OP0813|                                                           dddmmss.s |
 OP0813| AI2494 MINNIA RM 3                          26.490 METERS 08612     |
 OP0813| AI2492 MINNIA RM 1                          56.946 METERS 17729     |
 OP0813| AI2497 MINNIA AZ MK                        APPROX. 0.8 KM 2162703.7 |
 OP0813| OP0831 LITTLE ROCK MUNICIPAL TANK          APPROX.13.5 KM 2410821.3 |
 OP0813| AI2495 MINNIA RM 4                          30.511 METERS 26416     |
 OP0813| OP0864 DE BOER                             APPROX.17.3 KM 2701237.6 |
 OP0813| AI2493 MINNIA RM 2                          42.745 METERS 27217     |
 OP0813| AI2496 MINNIA RM 5                          27.032 METERS 35444     |
 OP0813|---------------------------------------------------------------------|
 OP0813
 OP0813                          SUPERSEDED SURVEY CONTROL
 OP0813
 OP0813  NAD 83(1996)-  43 29 59.34081(N)    095 44 13.84370(W) AD(       ) 1
 OP0813  NAD 83(1996)-  43 29 59.33725(N)    095 44 13.83580(W) AD(       ) 1
 OP0813  NAD 83(1986)-  43 29 59.33922(N)    095 44 13.83279(W) AD(       ) 1
 OP0813  NAD 27      -  43 29 59.46400(N)    095 44 12.77600(W) AD(       ) 1
 OP0813  NGVD 29 (07/19/86)  502.52   (m)         1648.7    (f) LEVELING    3  
 OP0813
 OP0813.Superseded values are not recommended for survey control.
 OP0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0813.See file dsdata.txt to determine how the superseded data were derived.
 OP0813
 OP0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7870919961(NAD 83)
 OP0813_MARKER: DS = TRIANGULATION STATION DISK
 OP0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0813_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 OP0813
 OP0813  HISTORY     - Date     Condition        Report By
 OP0813  HISTORY     - 1934     MONUMENTED       CGS
 OP0813  HISTORY     - 1955     GOOD             CGS
 OP0813  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OP0813  HISTORY     - 1963     GOOD             CGS
 OP0813  HISTORY     - 1965     MARK NOT FOUND   USGS
 OP0813  HISTORY     - 1966     GOOD             CGS
 OP0813  HISTORY     - 1980     GOOD             NGS
 OP0813
 OP0813                          STATION DESCRIPTION
 OP0813
 OP0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OP0813'STATION IS IN THE NW 1/4 OF SEC. 7, T. 100 N., R. 41 W., NEAR
 OP0813'THE IOWA-MINNESOTA STATE LINE, ON THE HIGHEST POINT IN THE
 OP0813'VICINITY, 39.6 FEET SOUTH OF CENTERLINE OF STATE LINE ROAD,
 OP0813'6.4 FEET SOUTH OF FENCE, 14.0 FEET SOUTHWEST OF FENCE CORNER
 OP0813'AND 12.4 FEET WEST OF FENCE.  STATE LINE IS CENTERLINE OF ROAD.
 OP0813'
 OP0813'TO REACH FROM THE MAIN CORNER IN BIGELOW, MINNESOTA, GO SOUTH
 OP0813'0.35 MILE TO STATE LINE ROAD, TURN RIGHT (WEST) AND GO 2.15
 OP0813'MILES TO STATION ON SOUTH.
 OP0813'
 OP0813'REFERENCE MARK NO. 1 IS 186.83 FEET SOUTH OF STATION AND
 OP0813'1.0 FEET WEST OF FENCE.
 OP0813'
 OP0813'REFERENCE MARK NO. 2 IS 140.24 FEET WEST OF STATION, 0.8 FOOT
 OP0813'SOUTH OF FENCE, AND 35.0 FEET SOUTH OF CENTERLINE OF STATE
 OP0813'LINE ROAD.
 OP0813'
 OP0813'AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF STATION.  TO REACH,
 OP0813'GO WEST ALONG STATE LINE ROAD 0.25 MILE, TURN LEFT (SOUTH)
 OP0813'AND GO 0.3 MILE, TURN RIGHT (WEST) ALONG FENCE AND GO 0.05
 OP0813'MILE TO MARK ON SOUTH, 0.5 FOOT NORTH OF FENCE.
 OP0813'
 OP0813'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 OP0813
 OP0813                          STATION RECOVERY (1955)
 OP0813
 OP0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 OP0813'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 OP0813'IN GOOD CONDITION.  MR. ROBT. R. PETRICH WHO OWNS THE LAND
 OP0813'ON WHICH THE STATION IS LOCATED HAS REMOVED THE NORTH-SOUTH
 OP0813'FENCE BETWEEN TWO CULTIVATED FIELDS.  THIS LEAVES REFERENCE
 OP0813'MARK NO. 1 IN THE MIDDLE OF FIELD.  IT WAS DESTROYED AND
 OP0813'REFERENCE MARK NO. 3 WAS ESTABLISHED.  THERE ARE SOME CHANGES
 OP0813'IN LOCAL REFERENCE MEASUREMENTS, SO A COMPLETE DESCRIPTION
 OP0813'FOLLOWS.
 OP0813'
 OP0813'STATION IS LOCATED ABOUT 2 MILES WEST OF BIGELOW, MINNESOTA
 OP0813'IN THE NW 1/4 OF SEC. 7, T. 100 N., R. 41 W. NEAR THE
 OP0813'IOWA-MINNESOTA STATE LINE ON LAND OWNED BY ROBT. R. PETRICH
 OP0813'WHO LIVES 1/2 MILE SOUTH.  THE MARK IS 40 FEET SOUTH OF THE
 OP0813'CENTER OF STATE LINE ROAD, 14 FEET WEST-SOUTHWEST OF A STEEL
 OP0813'FENCE CORNER POST IN AN EAST-WEST FENCE, AND 6 FEET SOUTH
 OP0813'OF FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 OP0813'AND THE DISK IS STAMPED MINNIA 1934.
 OP0813'
 OP0813'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF THE CENTER OF STATE
 OP0813'LINE ROAD AND 1 FOOT SOUTH OF FENCE.  THE MARK IS FLUSH WITH
 OP0813'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED MINNIA
 OP0813'NO 2 1934.
 OP0813'
 OP0813'REFERENCE MARK NO. 3 IS 35 FEET SOUTH OF THE CENTER OF STATE
 OP0813'LINE ROAD AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 6 INCHES
 OP0813'AND THE DISK IS STAMPED MINNIA NO 3 1934.
 OP0813'
 OP0813'AZIMUTH MARK IS 120 YARDS WEST OF THE CENTER OF GRAVEL ROAD,
 OP0813'40 YARDS WEST OF SMALL GROUP OF TREES, AND 1 FOOT NORTH OF
 OP0813'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 OP0813'MINNIA AZI 1934.
 OP0813'
 OP0813'TO REACH THE STATION FROM BIGELOW, GO SOUTH ON MINNESOTA
 OP0813'STATE HIGHWAY 60 FOR 0.25 MILE TO THE STATE LINE AND CROSSROADS.
 OP0813'TURN RIGHT AND GO WEST ON STATE LINE ROAD (GRAVEL) FOR 2.2
 OP0813'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 OP0813'
 OP0813'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 OP0813'ROAD (STATE LINE RD.) FOR 0.2 MILE TO A T-ROAD SOUTH.  TURN
 OP0813'LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.35 MILE TO A FIELD
 OP0813'ENTRANCE ON THE RIGHT AND AN EAST-WEST FENCE.  THE AZIMUTH
 OP0813'MARK IS 120 YARDS WEST ALONG THIS FENCE.
 OP0813
 OP0813                          STATION RECOVERY (1957)
 OP0813
 OP0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 OP0813'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 OP0813'CONDITION.  THE NOTES WERE NOT AVAILABLE BUT R.M. NO 1 HAD
 OP0813'BEEN MOVED FROM A POINT SOUTH OF THE STATION TO THE FENCE LINE
 OP0813'EAST OF THE STATION.  THIS MARK HAD BEEN RESTAMPED NO 3.
 OP0813'
 OP0813'DUE TO PROPOSED WIDENING OF THE STATE HIGHWAY PAST THE STATION,
 OP0813'THE STATION MARK AND THE REFERENCE MARKS WERE IN THE WAY OF
 OP0813'CONSTRUCTION.  THE HIGHWAY PLANS INDICATED THAT 2 FEET OF
 OP0813'DIRT WOULD BE REMOVED AT THE STATION SITE.  THE STATION AND
 OP0813'UNDERGROUND MARKS WERE LOWERED 2.5 FEET AND THE REFERENCE
 OP0813'MARKS WERE MOVED TO THE NEW RIGHT OF WAY LINE.
 OP0813'
 OP0813'THE STATION IS 39.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 OP0813'AND 10.5 FEET NORTH OF THE SOUTH RIGHT OF WAY OF HIGHWAY.
 OP0813'AFTER CONSTRUCTION IT SHOULD BE ABOUT 0.5 FEET BELOW THE
 OP0813'SURFACE OF THE GROUND.  THE DISK IS STAMPED, MINNIA 1934-1957.
 OP0813'
 OP0813'R.M. NO 4 IS WEST-SOUTHWEST OF THE STATION AND IS ON THE SOUTH
 OP0813'RIGHT OF WAY OF THE HIGHWAY.  THE MARK PROJECTS 3 INCHES
 OP0813'AND THE DISK IS STAMPED, MINNIA NO 4 1934-1957.
 OP0813'
 OP0813'R.M. NO 5 IS NORTH-NORTHWEST OF THE STATION AND IS ON THE
 OP0813'NORTH RIGHT OF WAY OF THE HIGHWAY.  THE MARK PROJECTS 8 INCHES
 OP0813'AND THE DISK IS STAMPED, MINNIA NO 5 1934-1957.
 OP0813
 OP0813                          STATION RECOVERY (1963)
 OP0813
 OP0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 OP0813'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 OP0813'THE STATION MARK WAS LOWERED AND TWO NEW REFERENCE MARKS
 OP0813'ESTABLISHED IN 1957 BUT THE 1957 RECOVERY NOTE WAS NOT AVAILABLE
 OP0813'AT THIS TIME.
 OP0813'
 OP0813'A REQUEST WAS RECEIVED TO MOVE THE AZIMUTH MARK AS THE FENCE
 OP0813'LINE HAD BEEN MOVED.  THE AZIMUTH MARK WAS MOVED 5.57 FEET
 OP0813'ON LINE AWAY FROM THE STATION.  IT IS IN AN EAST-WEST FENCE
 OP0813'LINE ABOUT 0.05 MILE WEST OF THE NORTH AND SOUTH ROAD.  THE
 OP0813'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MINNIA
 OP0813'1934 1957 RESET 1963.
 OP0813'
 OP0813'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 OP0813'FOR RECOVERY.
 OP0813
 OP0813                          STATION RECOVERY (1965)
 OP0813
 OP0813'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OP0813'STATION MARK NOT RECOVERED.  REFERENCE MARKS 1 AND 2, AZIMUTH
 OP0813'MARK NOT RECOVERED.
 OP0813'
 OP0813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NW 1/4
 OP0813'SEC 7 T. 100 N. R. 41 W NEAR THE IOWA-MINNESOTA STATE LINE
 OP0813
 OP0813                          STATION RECOVERY (1966)
 OP0813
 OP0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OP0813'THE STATION MARK, REFERENCE MARK NO. 4, REFERENCE MARK NO. 5,
 OP0813'AND AZIMUTH MARK WHICH WAS RESET IN 1963 WERE RECOVERED
 OP0813'AND FOUND IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION TO
 OP0813'REACH THE STATION AND NOTES ARE ADEQUATE FOR RECOVERY.
 OP0813'
 OP0813'THE STATION MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND
 OP0813'AND A METAL WITNESS POST WAS SET 9.5 FEET SOUTH OF THE MARK.
 OP0813'
 OP0813'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 OP0813
 OP0813                          STATION RECOVERY (1980)
 OP0813
 OP0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 OP0813'THE SURFACE STATION MARK, REFERENCE MARKS 4, 5 AND THE AZIMUTH MARK
 OP0813'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 OP0813'REFERENCE MARK 5 AGREED WITH 1957 DATA WHILE THE DISTANCE TO REFERENCE
 OP0813'MARK 4 DIFFERED BY 0.025 FOOT SHORTER AND THE DIRECTION WAS 2
 OP0813'MINUTES, 43 SECONDS LARGER.  THE DIRECTION TO THE LITTLE ROCK
 OP0813'MUNICIPAL TANK WAS 4.7 SECONDS LARGER THAN AN INVERSED DIRECTION.  A
 OP0813'NEW DESCRIPTION FOLLOWS.
 OP0813'
 OP0813'THE STATION IS ABOUT 6-1/2 MILES NORTH OF SIBLEY, IOWA, 2 MILES WEST
 OP0813'OF BIGELOW, MINNESOTA, AT THE IOWA/MINNESOTA STATE LINE AND ON THE
 OP0813'SOUTH RIGHT-OF-WAY OF NOBLES COUNTY, MINNESOTA ROAD 2, IN THE NW1/4,
 OP0813'SEC 7, T100N, R41W, ADJACENT TO THE PROPERTY OF EUGENE M. PETRICH.
 OP0813'
 OP0813'TO REACH THE STATION FROM THE POST OFFICE IN BIGELOW, GO SOUTH ON
 OP0813'STATE HIGHWAY 60 FOR 0.4 MILE TO THE MINNESOTA/IOWA STATE LINE, AT A
 OP0813'CROSSROAD.  TURN RIGHT AND GO WEST ON NOBLES COUNTY, MINNESOTA ROAD
 OP0813'2 FOR 2.2 MILES TO THE STATION ON THE LEFT AT A FIELD ENTRANCE.
 OP0813'
 OP0813'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON ROAD 2
 OP0813'FOR 0.25 MILE TO A SIDE ROAD LEFT, OSCEOLA COUNTY, IOWA ROAD
 OP0813'L40.  TURN LEFT AND GO SOUTH ON ROAD L40 FOR 0.4 MILE TO THE AZIMUTH
 OP0813'MARK ON THE RIGHT, 0.05 MILE WEST ALONG A FENCELINE.
 OP0813'
 OP0813'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED---MINNIA 1934
 OP0813'1957---SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 5 INCHES
 OP0813'BELOW THE GROUND SURFACE.  IT IS IN THE ROAD DRAINAGE DITCH, 37.5
 OP0813'FEET SOUTH OF THE CENTERLINE OF ROAD 2, 33.0 WEST OF THE CENTERLINE
 OP0813'OF A FIELD ENTRANCE AND 10.5 FEET NORTH OF A WITNESS POST SET IN A
 OP0813'FENCELINE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 OP0813'
 OP0813'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---MINNIA 1934 NO 4
 OP0813'1957---SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3
 OP0813'INCHES.  IT IS 134.0 FEET WEST OF THE CENTERLINE OF THE FIELD
 OP0813'ENTRANCE, 48.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT
 OP0813'NORTH OF THE FENCE.
 OP0813'
 OP0813'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED---MINNIA 1934 NO 5
 OP0813'1957---SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 8
 OP0813'INCHES.  IT IS 66.0 FEET WEST OF THE CENTERLINE OF A FIELD ENTRANCE,
 OP0813'50.0 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1.5 FEET SOUTH OF
 OP0813'A FENCE.
 OP0813'
 OP0813'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---MINNIA 1934 RESET
 OP0813'1963---SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 1
 OP0813'INCH.  IT IS 1.0 FEET EAST OF A WITNESS POST AND 0.5 FOOT NORTH OF
 OP0813'AN EAST/WEST FENCE.
 OP0813'
 OP0813'REBAR WAS DRIVEN ALONGSIDE ALL MARKS.
 OP0813'
 OP0813'THE AZIMUTH MARK ALSO SERVES FOR STATION--JINKINSON--WHICH IS ABOUT
 OP0813'3/4 MILE SOUTH OF THE STATION BUT IS NOT GROUND VISIBLE DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0786 ***********************************************************************
 ON0786  DESIGNATION -  MINNOWA
 ON0786  PID         -  ON0786
 ON0786  STATE/COUNTY-  IA/ALLAMAKEE
 ON0786  USGS QUAD   -  EITZEN (1980)
 ON0786
 ON0786                         *CURRENT SURVEY CONTROL
 ON0786  ___________________________________________________________________
 ON0786* NAD 83(1996)-  43 30 00.52485(N)    091 27 54.01397(W)     ADJUSTED  
 ON0786* NAVD 88     -       351.0    (meters)    1152.     (feet)  GPS OBS   
 ON0786  ___________________________________________________________________
 ON0786  X           -    -118,477.392 (meters)                     COMP
 ON0786  Y           -  -4,632,598.747 (meters)                     COMP
 ON0786  Z           -   4,368,193.988 (meters)                     COMP
 ON0786  LAPLACE CORR-          -7.56  (seconds)                    DEFLEC99
 ON0786  ELLIP HEIGHT-         320.29  (meters)          (01/15/97) GPS OBS
 ON0786  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 ON0786
 ON0786  HORZ ORDER  -  FIRST
 ON0786  ELLP ORDER  -  FOURTH    CLASS II
 ON0786
 ON0786.The horizontal coordinates were established by GPS observations
 ON0786.and adjusted by the National Geodetic Survey in January 1997..
 ON0786
 ON0786.The orthometric height was determined by GPS observations and a
 ON0786.high-resolution geoid model.
 ON0786
 ON0786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0786
 ON0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0786
 ON0786.The ellipsoidal height was determined by GPS observations
 ON0786.and is referenced to NAD 83.
 ON0786
 ON0786.The geoid height was determined by GEOID03.
 ON0786
 ON0786;                    North         East     Units Scale Factor Converg.
 ON0786;SPC IA N     - 1,224,163.148 1,664,575.834   MT  1.00005103   +1 22 45.1
 ON0786;SPC MN S     -   158,752.988 1,005,003.752   MT  1.00007337   +1 46 36.7
 ON0786;UTM  15      - 4,817,501.979   624,096.234   MT  0.99978943   +1 03 24.3
 ON0786
 ON0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0786!SPC IA N     -   0.99994978  x   1.00005103  =   1.00000080
 ON0786!SPC MN S     -   0.99994978  x   1.00007337  =   1.00002314
 ON0786!UTM  15      -   0.99994978  x   0.99978943  =   0.99973922
 ON0786
 ON0786|---------------------------------------------------------------------|
 ON0786| PID    Reference Object                     Distance      Geod. Az  |
 ON0786|                                                           dddmmss.s |
 ON0786| ON0784 EITZEN ST LUKES CH BELFRY            68.506 METERS 01045     |
 ON0786| CI5970 MINNOWA RM 1                         13.062 METERS 05741     |
 ON0786| ON0855 ST LUKES EVAN CH SPIRE              APPROX. 6.3 KM 0963454.1 |
 ON0786| CI5971 MINNOWA RM 2                          9.117 METERS 17457     |
 ON0786| CI5972 MINNOWA RM 3                          9.122 METERS 17500     |
 ON0786| CI5969 MINNOWA AZ MK                                      1824232.0 |
 ON0786|---------------------------------------------------------------------|
 ON0786
 ON0786                          SUPERSEDED SURVEY CONTROL
 ON0786
 ON0786  NAD 83(1986)-  43 30 00.51709(N)    091 27 54.01933(W) AD(       ) 2
 ON0786  NAD 27      -  43 30 00.61780(N)    091 27 53.51720(W) AD(       ) 2
 ON0786  NGVD 29 (07/19/86)  350.92   (m)         1151.3    (f) LEVELING    3  
 ON0786
 ON0786.Superseded values are not recommended for survey control.
 ON0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0786.See file dsdata.txt to determine how the superseded data were derived.
 ON0786
 ON0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2409617502(NAD 83)
 ON0786_MARKER: DH = HORIZONTAL CONTROL DISK
 ON0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0786_STAMPING: MINNOWA 1961
 ON0786_MARK LOGO: CGS   
 ON0786_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ON0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0786+STABILITY: SURFACE MOTION
 ON0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0786+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1996
 ON0786
 ON0786  HISTORY     - Date     Condition        Report By
 ON0786  HISTORY     - 1961     MONUMENTED       CGS
 ON0786  HISTORY     - 1976     GOOD             USGS
 ON0786  HISTORY     - 1978     GOOD             NGS
 ON0786  HISTORY     - 19960222 GOOD             MN-055
 ON0786
 ON0786                          STATION DESCRIPTION
 ON0786
 ON0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0786'THE STATION IS ABOUT 1/2 MILE SOUTH OF EITZEN, MINNESOTA,
 ON0786'ABOUT 0.05 MILE SOUTH OF THE MINNESOTA-IOWA STATE LINE, ON ROAD
 ON0786'RIGHT OF WAY AND IS IN THE NORTHWEST 1/4 OF SECTION 8, T. 100 N.,
 ON0786'R. 5 W.  IT IS 218 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 ON0786'CHURCH HOUSE, 76 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 ON0786'13, 21 FEET SOUTH OF A FENCE CORNER, 4 FEET SOUTHWEST OF A
 ON0786'WITNESS POST AND 4 FEET WEST OF A WIRE FENCE.  THE MONUMENT
 ON0786'IS FLUSH AND THE DISK IS STAMPED MINNOWA 1961.
 ON0786'
 ON0786'TO REACH FROM THE POST OFFICE IN EITZEN, MINNESOTA, GO SOUTH
 ON0786'ON A PAVED STREET FOR 0.5 MILE TO THE MINNESOTA-IOWA STATE LINE
 ON0786'AND A CEMETERY ON THE LEFT.  CONTINUE SOUTH FOR 0.05 MILE TO
 ON0786'THE STATION ON THE LEFT.
 ON0786'
 ON0786'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 ON0786'HIGHWAY 13 FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 ON0786'
 ON0786'REFERENCE MARK 1 IS 32 FEET EAST OF THE FENCE CORNER, 39 FEET
 ON0786'NORTHEAST OF THE WITNESS POST, 29 FEET SOUTHWEST OF A 24 INCH
 ON0786'TWIN TRUNK ELM TREE AND 1 FOOT NORTH OF A WIRE FENCE.  THE
 ON0786'MONUMENT IS FLUSH AND THE DISK IS STAMPED MINNOWA NO 1 1961.
 ON0786'
 ON0786'REFERENCE MARK 2 IS 79 FEET EAST OF THE CENTERLINE OF
 ON0786'HIGHWAY 13, 51 FEET SOUTH OF THE FENCE CORNER AND 1 FOOT WEST OF
 ON0786'THE WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON0786'MINNOWA NO 2 1961.
 ON0786'
 ON0786'THE AZIMUTH MARK IS 59 FEET WEST OF THE CENTERLINE OF STATE
 ON0786'HIGHWAY 13, 16 FEET SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE,
 ON0786'2 FEET NORTHEAST OF A WITNESS POST, 2 FEET NORTH OF A TELEPHONE
 ON0786'POLE AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT IS FLUSH
 ON0786'AND THE DISK IS STAMPED MINNOWA 1961.
 ON0786'
 ON0786'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ON0786
 ON0786                          STATION RECOVERY (1976)
 ON0786
 ON0786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (RLP)
 ON0786'MAIN STA. AND RM 1 ARE O.K. - RM 2 WAS NOT FOUND IN 15 MINUTES
 ON0786'SEARCH AND PROBING.
 ON0786'
 ON0786'MEASUREMENTS FROM STATION AND THE RM 1 WERE USED, BUT NOTHING
 ON0786'AT ALL WAS FOUND.
 ON0786
 ON0786                          STATION RECOVERY (1978)
 ON0786
 ON0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 ON0786'SURFACE STATION MARK, REFERENCE MARK 1, AZIMUTH MARK AND THE EITZEN
 ON0786'SAINT LUKES EVANGELIST CHURCH SPIRE WERE RECOVERED.  REFERENCE MARK 2
 ON0786'WAS NOT FOUND AND IS BELEIVED DESTROYED.  THE DISTANCE TO REFERENCE
 ON0786'MARK 1 WAS 0.02 FOOT LONGER AND THE DIRECTION FROM THE AZIMUTH MARK
 ON0786'WAS 6 MINUTES, 12 SECONDS SMALLER.  A CHECK ANGLE OF 1 MINUTE, 30
 ON0786'SECONDS WAS OBTAINED TO THE EITZEN CHURCH SPIRE (ABOUT 225 FEET AWAY)
 ON0786'AND A CHECK ANGLE OF 2.8 SECONDS SMALLER WAS OBTAINED TO THE ST LUKE
 ON0786'EVANGELIST CHURCH SPIRE WHICH IS ABOUT 4 MILES DISTANT.  A REFERENCE
 ON0786'MARK 3 WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 ON0786'
 ON0786'STATION IS ABOUT 1/2 MILE SOUTH OF EITZEN, MINNESOTA, IMMEDIATELY
 ON0786'SOUTH OF THE MINNESOTA/IOWA STATE LINE AND ON THE EAST RIGHT-OF-WAY OF
 ON0786'IOWA STATE HIGHWAY 76.
 ON0786'
 ON0786'TO REACH THE STATION FROM THE POST OFFICE IN EITZEN, GO SOUTH ON A
 ON0786'PAVED STREET FOR 0.5 MILES TO THE MINNESOTA/IOWA STATE LINE AND A
 ON0786'CEMETERY AND A CHURCH ON THE LEFT.  CONTINUE SOUTH FOR 0.05 MILE TO
 ON0786'THE STATION ON THE LEFT AT THE SOUTH EDGE OF A GRAVELED PARKING LOT OF
 ON0786'THE CHURCH.
 ON0786'
 ON0786'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON IOWA STATE
 ON0786'HIGHWAY 76 FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 ON0786'
 ON0786'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---MINNOWA 1961---SET
 ON0786'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 ON0786'GROUND.  IT IS 218 FEET SOUTH OF THE SOUTHWEST CORNER OF THE EITZEN ST
 ON0786'LUKES CHURCH, 78.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 33.0
 ON0786'FEET SOUTH OF THE SOUTH EDGE OF THE PARKING LOT AND 4.0 FEET SOUTHWEST
 ON0786'OF A WITNESS POST.
 ON0786'
 ON0786'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---MINNOWA NO 1 1961---SET
 ON0786'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 ON0786'GROUND.  IT IS 114.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 39.0
 ON0786'FEET NORTHEAST OF THE WITNESS POST, 18.0 FEET SOUTH OF THE SOUTH EDGE
 ON0786'OF THE PARKING LOT AND ABOUT THE SAME ELEVATION AS THE STATION.
 ON0786'
 ON0786'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---MINNOWA 1961 NO 3
 ON0786'1978---SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT IS
 ON0786'FLUSH.  IT IS 79.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 65.0
 ON0786'FEET SOUTH OF THE SOUTH EDGE OF THE PARKING LOT, 32.0 FEET
 ON0786'SOUTH-SOUTHWEST OF THE WITNESS POST AND ABOUT ONE FOOT LOWER THAN THE
 ON0786'STATION.
 ON0786'
 ON0786'AZIMUTH MARK IS A STANDARD DISK, STAMPED---MINNOWA 1961---SET IN THE
 ON0786'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 ON0786'57.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 16.0 FEET SOUTH OF
 ON0786'THE CENTER OF A FIELD ENTRANCE, 2 FEET NORTH OF A WITNESS POST AND 1
 ON0786'FOOT EAST OF A FENCE.
 ON0786
 ON0786                          STATION RECOVERY (1996)
 ON0786
 ON0786'RECOVERY NOTE BY HOUSTON COUNTY MINNESOTA 1996 (TAM)
 ON0786'THE STATION WAS RECOVERED AS DESCRIBED.  THE MONUMENT FOR STA MINNOWA
 ON0786'WAS FOUND TILTED AND OUT OF POSITION.  THE REFERENCE MARKS WERE
 ON0786'RECOVERED AND THE DISTANCE WAS CHAINED AND THE DATUM POINT WAS 0.43 FT
 ON0786'(13.11 CM) EAST OF WHERE IT SHOULD BE.  A 1/2 INCH HOLE WAS DRILLED IN
 ON0786'THE CONC MON MARKING THE POINT WHERE THE MARK WAS FELT IT SHOULD BE.
 ON0786'WHEN OCCUPING THIS STATION FOR THE HIGH ACCURACY REFERENCE NETWORK,
 ON0786'THE DATUM POINT USED WAS THE CENTER OF THE DISK, NOT THE 1/2 INCH
 ON0786'HOLE.  RECOVERY NOTE BY TAMMY A.  MAUSS, CHECKED BY J.E.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1323 ***********************************************************************
 MJ1323  DESIGNATION -  MISSOURI VALLEY RADIO MAST
 MJ1323  PID         -  MJ1323
 MJ1323  STATE/COUNTY-  IA/HARRISON
 MJ1323  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ1323
 MJ1323                         *CURRENT SURVEY CONTROL
 MJ1323  ___________________________________________________________________
 MJ1323* NAD 83(1996)-  41 33 52.17921(N)    095 53 35.34844(W)     ADJUSTED  
 MJ1323* NAVD 88     -                                                        
 MJ1323  ___________________________________________________________________
 MJ1323  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 MJ1323  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 MJ1323
 MJ1323  HORZ ORDER  -  THIRD
 MJ1323
 MJ1323.The horizontal coordinates were established by classical geodetic methods
 MJ1323.and adjusted by the National Geodetic Survey in May 1999..
 MJ1323
 MJ1323
 MJ1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1323
 MJ1323.The geoid height was determined by GEOID03.
 MJ1323
 MJ1323;                    North         East     Units Scale Factor Converg.
 MJ1323;SPC IA S     -   176,483.425   300,410.798   MT  0.99996847   -1 34 34.9
 MJ1323;UTM  15      - 4,605,467.204   258,756.769   MT  1.00031626   -1 55 13.5
 MJ1323
 MJ1323                          SUPERSEDED SURVEY CONTROL
 MJ1323
 MJ1323  NAD 83(1996)-  41 33 52.17943(N)    095 53 35.34839(W) AD(       ) 4
 MJ1323  NAD 83(1986)-  41 33 52.18454(N)    095 53 35.35080(W) AD(       ) 4
 MJ1323  NAD 27      -  41 33 52.21600(N)    095 53 34.31100(W) AD(       ) 3
 MJ1323
 MJ1323.Superseded values are not recommended for survey control.
 MJ1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1323.See file dsdata.txt to determine how the superseded data were derived.
 MJ1323
 MJ1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5875705467(NAD 83)
 MJ1323_MARKER: 42 = RADIO/TV MAST
 MJ1323
 MJ1323  HISTORY     - Date     Condition        Report By
 MJ1323  HISTORY     - 1960     FIRST OBSERVED   CGS
 MJ1323
 MJ1323                          STATION DESCRIPTION
 MJ1323
 MJ1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MJ1323'THE STATION IS LOCATED AT THE NORTH EDGE OF MISSOURI VALLEY, ON
 MJ1323'THE TOP OF A HILL AT THE MISSOURI VALLEY WATER SUPPLY RESERVOIR.
 MJ1323'IT IS 8 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE
 MJ1323'RESERVOIR.
 MJ1323'
 MJ1323'THE STATION IS A TRIANGULAR, STEEL CONSTRUCTED MAST, ABOUT 150
 MJ1323'FEET HIGH AND IS PAINTED ALTERNATELY RED AND WHITE.  THE BLINKING
 MJ1323'RED LIGHT ON TOP WAS THE POINT OF INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0508 ***********************************************************************
 LE0508  DESIGNATION -  MITCHELL
 LE0508  PID         -  LE0508
 LE0508  STATE/COUNTY-  IA/MONROE
 LE0508  USGS QUAD   -  ICONIUM (1982)
 LE0508
 LE0508                         *CURRENT SURVEY CONTROL
 LE0508  ___________________________________________________________________
 LE0508* NAD 83(1996)-  40 57 42.40531(N)    092 53 33.36179(W)     ADJUSTED  
 LE0508* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 LE0508  ___________________________________________________________________
 LE0508  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 LE0508  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LE0508
 LE0508  HORZ ORDER  -  SECOND
 LE0508
 LE0508.The horizontal coordinates were established by classical geodetic methods
 LE0508.and adjusted by the National Geodetic Survey in May 1999..
 LE0508
 LE0508.The orthometric height was scaled from a topographic map.
 LE0508
 LE0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0508
 LE0508.The geoid height was determined by GEOID03.
 LE0508
 LE0508;                    North         East     Units Scale Factor Converg.
 LE0508;SPC IA S     -   106,982.325   551,130.566   MT  0.99995703   +0 24 00.3
 LE0508;UTM  15      - 4,534,519.763   509,037.679   MT  0.99960101   +0 04 13.5
 LE0508
 LE0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0508!SPC IA S     -   0.99995843  x   0.99995703  =   0.99991547
 LE0508!UTM  15      -   0.99995843  x   0.99960101  =   0.99955946
 LE0508
 LE0508:                Primary Azimuth Mark                     Grid Az
 LE0508:SPC IA S     -  ALBIA MUNICIPAL TANK                     041 35 16.0
 LE0508:UTM  15      -  ALBIA MUNICIPAL TANK                     041 55 02.8
 LE0508
 LE0508|---------------------------------------------------------------------|
 LE0508| PID    Reference Object                     Distance      Geod. Az  |
 LE0508|                                                           dddmmss.s |
 LE0508| MH0557 ALBIA MUNICIPAL TANK                APPROX.10.5 KM 0415916.3 |
 LE0508| MH0556 ALBIA LT AND RWY PWR PLANT STK      APPROX.10.3 KM 0443706.6 |
 LE0508| MH0554 ALBIA CO CTHSE CLOCK TOWER          APPROX.10.1 KM 0444322.8 |
 LE0508| MH0555 ALBIA REA RADIO MAST                APPROX.10.0 KM 0452955.6 |
 LE0508| MH0553 ALBIA ATT CO TV RELAY MAST          APPROX.11.8 KM 0541549.8 |
 LE0508| LE0509 TT 8 M                               16.619 METERS 21200     |
 LE0508| CL9918 MITCHELL AZ MK                                     2492011.1 |
 LE0508| CL9079 MITCHELL RM 1                        12.937 METERS 33228     |
 LE0508|---------------------------------------------------------------------|
 LE0508
 LE0508                          SUPERSEDED SURVEY CONTROL
 LE0508
 LE0508  NAD 83(1986)-  40 57 42.41077(N)    092 53 33.37585(W) AD(       ) 2
 LE0508  NAD 27      -  40 57 42.38490(N)    092 53 32.66880(W) AD(       ) 2
 LE0508
 LE0508.Superseded values are not recommended for survey control.
 LE0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0508.See file dsdata.txt to determine how the superseded data were derived.
 LE0508
 LE0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF0903834520(NAD 83)
 LE0508_MARKER: DS = TRIANGULATION STATION DISK
 LE0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0508_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0508
 LE0508  HISTORY     - Date     Condition        Report By
 LE0508  HISTORY     - 1956     MONUMENTED       CGS
 LE0508  HISTORY     - 1963     GOOD             USAF
 LE0508  HISTORY     - 1974     GOOD             USE
 LE0508
 LE0508                          STATION DESCRIPTION
 LE0508
 LE0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 LE0508'STATION IS ABOUT 8 MILES EAST OF MELROSE, 6-1/4 MILES SOUTHWEST
 LE0508'OF ALBIA, IN SECTION 11, T 71 N, R 18 W, AND ON PASTURE LAND
 LE0508'OWNED BY MR. LEO MITCHELL.
 LE0508'
 LE0508'TO REACH FROM THE COURTHOUSE IN ALBIA, GO WESTERLY ON U.S.
 LE0508'HIGHWAY 34 FOR 2.5 MILES TO A SIDE ROAD ON THE LEFT, (SIDE ROAD
 LE0508'IS JUST WEST OF A CONCRETE BRIDGE.) TURN LEFT AND GO SOUTHERLY ON
 LE0508'GRAVEL ROAD FOR 1.2 MILES TO A SIDE ROAD ON THE LEFT, CONTINUE
 LE0508'SOUTHWESTERLY ON THE MAIN TRAVELED GRAVEL ROAD FOR 1.8 MILES
 LE0508'TO A FORK, TAKE THE LEFT FORK AND GO SOUTHERLY ON GRAVEL ROAD
 LE0508'FOR 1.45 MILES TO A SIDE ROAD RIGHT, TURN RIGHT (PASSING
 LE0508'BETWEEN TWO FARM HOMES) AND GO WESTERLY ON GRAVEL ROAD FOR 1.8
 LE0508'MILES TO A SIDE ROAD RIGHT AND THE STATION ON THE RIGHT.
 LE0508'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY
 LE0508'ON GRAVEL ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT.
 LE0508'
 LE0508'STATION MARKS ARE STANDARD DISKS STAMPED MITCHELL 1956.  THE
 LE0508'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LE0508'IS LEVEL WITH THE GROUND SURFACE.  IT IS 80 FEET NORTH OF THE
 LE0508'CENTER OF GRAVEL ROAD, 62.5 FEET NORTHEAST OF A FENCE CORNER, 59
 LE0508'FEET NORTH OF AN EAST-WEST FENCE LINE AND 33 FEET EAST OF A
 LE0508'NORTH-SOUTH FENCE LINE.  THE UNDERGROUND DISK IS SET IN AN
 LE0508'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 LE0508'
 LE0508'REFERENCE MARK NO 1, A STANDARD DISK STAMPED MITCHELL NO 1 1956,
 LE0508'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LE0508'4 INCHES.  IT IS 81.5 FEET NORTH OF A FENCE CORNER, 16.5 FEET
 LE0508'EAST OF THE CENTER OF A TRACK ROAD AND 6 INCHES EAST OF A
 LE0508'NORTH-SOUTH FENCE LINE.
 LE0508'
 LE0508'REFERENCE MARK NO. 2 IS A U. S. GEOLOGICAL SURVEY BENCH MARK DISK
 LE0508'STAMPED TT 8 M 1935, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 LE0508'POST WHICH PROJECTS 4 INCHES.  IT IS 26.5 FEET NORTH OF THE
 LE0508'CENTER OF A GRAVEL ROAD, 9 FEET EAST-NORTHEAST OF EAST GATE POST
 LE0508'AND 4 FEET NORTH OF AN EAST-WEST FENCE LINE.  A STANDARD WITNESS
 LE0508'POST WAS SET 1 FOOT SOUTH OF THE MARK.
 LE0508'
 LE0508'THE AZIMUTH MARK, A STANDARD DISK STAMPED MITCHELL 1956, IS SET
 LE0508'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 LE0508'IS 28 FEET EAST OF THE CENTER OF A FARM ROAD, 24 FEET SOUTH OF
 LE0508'THE CENTER OF A GRAVEL ROAD, 4.5 FEET EAST OF A FENCE CORNER
 LE0508'AND 6 INCHES NORTH OF AN EAST-WEST FENCE LINE.  A STANDARD
 LE0508'WITNESS POST WAS SET 1.5 FEET WEST OF THE MARK.
 LE0508'
 LE0508'HEIGHT OF LIGHT ABOVE STATION MARK - 21 METERS.
 LE0508
 LE0508                          STATION RECOVERY (1963)
 LE0508
 LE0508'RECOVERY NOTE BY US AIR FORCE 1963
 LE0508'STATION, AZIMUTH AND REFERENCE MARKS WERE RECOVERED IN GOOD
 LE0508'CONDITION.  THE DESCRIPTION IS ADEQUATE.
 LE0508
 LE0508                          STATION RECOVERY (1974)
 LE0508
 LE0508'RECOVERY NOTE BY US ENGINEERS 1974 (MCB)
 LE0508'STATION, AZIMUTH AND REFERENCE MARKS WERE RECOVERED IN GOOD
 LE0508'CONDITION.  THE DESCRIPTION IS ADEQUATE.
 LE0508'
 LE0508'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MI E OF MELROSE,
 LE0508'6-1/4 MI SE OF ALBIA, IOWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0622 ***********************************************************************
 MH0622  DESIGNATION -  MITCHELLVILLE INDUST FARM TANK
 MH0622  PID         -  MH0622
 MH0622  STATE/COUNTY-  IA/POLK
 MH0622  USGS QUAD   -  MITCHELLVILLE (1972)
 MH0622
 MH0622                         *CURRENT SURVEY CONTROL
 MH0622  ___________________________________________________________________
 MH0622* NAD 83(1996)-  41 40 05.83462(N)    093 21 26.46505(W)     ADJUSTED  
 MH0622* NAVD 88     -                                                        
 MH0622  ___________________________________________________________________
 MH0622  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 MH0622  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 MH0622
 MH0622  HORZ ORDER  -  THIRD
 MH0622
 MH0622.The horizontal coordinates were established by classical geodetic methods
 MH0622.and adjusted by the National Geodetic Survey in May 1999..
 MH0622
 MH0622
 MH0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0622
 MH0622.The geoid height was determined by GEOID03.
 MH0622
 MH0622;                    North         East     Units Scale Factor Converg.
 MH0622;SPC IA S     -   185,274.941   511,879.502   MT  0.99998160   +0 05 38.3
 MH0622;UTM  15      - 4,613,009.297   470,251.781   MT  0.99961089   -0 14 15.3
 MH0622
 MH0622                          SUPERSEDED SURVEY CONTROL
 MH0622
 MH0622  NAD 83(1986)-  41 40 05.83640(N)    093 21 26.46780(W) AD(       ) 4
 MH0622  NAD 27      -  41 40 05.83400(N)    093 21 25.46000(W) AD(       ) 3
 MH0622
 MH0622.Superseded values are not recommended for survey control.
 MH0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0622.See file dsdata.txt to determine how the superseded data were derived.
 MH0622
 MH0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG7025213009(NAD 83)
 MH0622_MARKER: 51 = TANK
 MH0622
 MH0622  HISTORY     - Date     Condition        Report By
 MH0622  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0622  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0622
 MH0622                          STATION DESCRIPTION
 MH0622
 MH0622'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0621 ***********************************************************************
 MH0621  DESIGNATION -  MITCHELLVILLE LARGE WATER TANK
 MH0621  PID         -  MH0621
 MH0621  STATE/COUNTY-  IA/POLK
 MH0621  USGS QUAD   -  MITCHELLVILLE (1972)
 MH0621
 MH0621                         *CURRENT SURVEY CONTROL
 MH0621  ___________________________________________________________________
 MH0621* NAD 83(1996)-  41 39 45.02593(N)    093 21 47.78734(W)     ADJUSTED  
 MH0621* NAVD 88     -                                                        
 MH0621  ___________________________________________________________________
 MH0621  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 MH0621  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 MH0621
 MH0621  HORZ ORDER  -  THIRD
 MH0621
 MH0621.The horizontal coordinates were established by classical geodetic methods
 MH0621.and adjusted by the National Geodetic Survey in May 1999..
 MH0621
 MH0621
 MH0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0621
 MH0621.The geoid height was determined by GEOID03.
 MH0621
 MH0621;                    North         East     Units Scale Factor Converg.
 MH0621;SPC IA S     -   184,632.174   511,387.267   MT  0.99998078   +0 05 24.2
 MH0621;UTM  15      - 4,612,369.626   469,756.018   MT  0.99961126   -0 14 29.3
 MH0621
 MH0621                          SUPERSEDED SURVEY CONTROL
 MH0621
 MH0621  NAD 83(1986)-  41 39 45.02820(N)    093 21 47.79255(W) AD(       ) 4
 MH0621  NAD 27      -  41 39 45.05800(N)    093 21 47.04000(W) AD(       ) 3
 MH0621
 MH0621.Superseded values are not recommended for survey control.
 MH0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0621.See file dsdata.txt to determine how the superseded data were derived.
 MH0621
 MH0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG6975612370(NAD 83)
 MH0621_MARKER: 51 = TANK
 MH0621
 MH0621  HISTORY     - Date     Condition        Report By
 MH0621  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0621  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0621
 MH0621                          STATION DESCRIPTION
 MH0621
 MH0621'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0623 ***********************************************************************
 MH0623  DESIGNATION -  MITCHELLVILLE SMOKESTACK
 MH0623  PID         -  MH0623
 MH0623  STATE/COUNTY-  IA/POLK
 MH0623  USGS QUAD   -  MITCHELLVILLE (1972)
 MH0623
 MH0623                         *CURRENT SURVEY CONTROL
 MH0623  ___________________________________________________________________
 MH0623* NAD 83(1996)-  41 39 47.00030(N)    093 21 48.91518(W)     ADJUSTED  
 MH0623* NAVD 88     -                                                        
 MH0623  ___________________________________________________________________
 MH0623  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 MH0623  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 MH0623
 MH0623  HORZ ORDER  -  THIRD
 MH0623
 MH0623.The horizontal coordinates were established by classical geodetic methods
 MH0623.and adjusted by the National Geodetic Survey in May 1999..
 MH0623
 MH0623
 MH0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0623
 MH0623.The geoid height was determined by GEOID03.
 MH0623
 MH0623;                    North         East     Units Scale Factor Converg.
 MH0623;SPC IA S     -   184,693.045   511,361.079   MT  0.99998086   +0 05 23.5
 MH0623;UTM  15      - 4,612,430.625   469,730.193   MT  0.99961128   -0 14 30.1
 MH0623
 MH0623                          SUPERSEDED SURVEY CONTROL
 MH0623
 MH0623  NAD 83(1986)-  41 39 47.00346(N)    093 21 48.91883(W) AD(       ) 4
 MH0623  NAD 27      -  41 39 47.04300(N)    093 21 48.16700(W) AD(       ) 3
 MH0623
 MH0623.Superseded values are not recommended for survey control.
 MH0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0623.See file dsdata.txt to determine how the superseded data were derived.
 MH0623
 MH0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG6973012431(NAD 83)
 MH0623_MARKER: 63 = STACK
 MH0623
 MH0623  HISTORY     - Date     Condition        Report By
 MH0623  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0623  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0623
 MH0623                          STATION DESCRIPTION
 MH0623
 MH0623'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0624 ***********************************************************************
 MH0624  DESIGNATION -  MITCHELLVILLE WHO AM FM TV MST
 MH0624  PID         -  MH0624
 MH0624  STATE/COUNTY-  IA/POLK
 MH0624  USGS QUAD   -  MITCHELLVILLE (1972)
 MH0624
 MH0624                         *CURRENT SURVEY CONTROL
 MH0624  ___________________________________________________________________
 MH0624* NAD 83(1996)-  41 39 10.41488(N)    093 21 01.86220(W)     ADJUSTED  
 MH0624* NAVD 88     -                                                        
 MH0624  ___________________________________________________________________
 MH0624  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 MH0624  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 MH0624
 MH0624  HORZ ORDER  -  THIRD
 MH0624
 MH0624.The horizontal coordinates were established by classical geodetic methods
 MH0624.and adjusted by the National Geodetic Survey in May 1999..
 MH0624
 MH0624
 MH0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0624
 MH0624.The geoid height was determined by GEOID03.
 MH0624
 MH0624;                    North         East     Units Scale Factor Converg.
 MH0624;SPC IA S     -   183,566.130   512,451.572   MT  0.99997944   +0 05 54.5
 MH0624;SPC IA N     - 1,016,994.211 1,512,453.083   MT  1.00010079   +0 06 04.7
 MH0624;UTM  15      - 4,611,297.838   470,813.748   MT  0.99961048   -0 13 58.7
 MH0624
 MH0624                          SUPERSEDED SURVEY CONTROL
 MH0624
 MH0624  NAD 83(1986)-  41 39 10.41753(N)    093 21 01.86428(W) AD(       ) 4
 MH0624  NAD 27      -  41 39 10.45410(N)    093 21 01.11074(W) AD(       ) 3
 MH0624
 MH0624.Superseded values are not recommended for survey control.
 MH0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0624.See file dsdata.txt to determine how the superseded data were derived.
 MH0624
 MH0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG7081411298(NAD 83)
 MH0624_MARKER: 42 = RADIO/TV MAST
 MH0624
 MH0624  HISTORY     - Date     Condition        Report By
 MH0624  HISTORY     - 1969     FIRST OBSERVED   CGS
 MH0624  HISTORY     - 19910503 GOOD             USPSQD
 MH0624  HISTORY     - 19950804 GOOD             USPSQD
 MH0624
 MH0624                          STATION DESCRIPTION
 MH0624
 MH0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JRS)
 MH0624'THE STATION IS THE RED LIGHT LOCATED ATOP THE MITCHELLVILLE, WHO
 MH0624'AM FM TV CHANNEL 13 MAST THAT IS LOCATED ABOUT 7 MILES EAST OF
 MH0624'ALTOONA, 6 MILES WEST-SOUTHWEST OF COLFAX, 1-1/2 MILES SOUTHEAST
 MH0624'OF MITCHELLVILLE AND JUST SOUTH OF U.S. HIGHWAY 6.  THE MAST IS
 MH0624'TRIANGULAR IN CROSS SECTION PAINTED IN ALTERNATE BANDS OF RED
 MH0624'AND WHITE AND IS 743 FEET IN HEIGHT.
 MH0624
 MH0624                          STATION RECOVERY (1991)
 MH0624
 MH0624'RECOVERY NOTE BY US POWER SQUADRON 1991 (CJP)
 MH0624'RECOVERED IN GOOD CONDITION.
 MH0624
 MH0624                          STATION RECOVERY (1995)
 MH0624
 MH0624'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0054 ***********************************************************************
 LF0054  DESIGNATION -  MM 105
 LF0054  PID         -  LF0054
 LF0054  STATE/COUNTY-  IA/RINGGOLD
 LF0054  USGS QUAD   -  BLOCKTON (1981)
 LF0054
 LF0054                         *CURRENT SURVEY CONTROL
 LF0054  ___________________________________________________________________
 LF0054* NAD 83(1986)-  40 35 17.     (N)    094 24 21.     (W)     SCALED    
 LF0054* NAVD 88     -       353.031  (meters)    1158.24   (feet)  ADJUSTED  
 LF0054  ___________________________________________________________________
 LF0054  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 LF0054  DYNAMIC HT  -         352.845 (meters)    1157.63  (feet)  COMP
 LF0054  MODELED GRAV-     980,089.8   (mgal)                       NAVD 88
 LF0054
 LF0054  VERT ORDER  -  SECOND    CLASS 0
 LF0054
 LF0054.The horizontal coordinates were scaled from a topographic map and have
 LF0054.an estimated accuracy of +/- 6 seconds.
 LF0054
 LF0054.The orthometric height was determined by differential leveling
 LF0054.and adjusted by the National Geodetic Survey in June 1991..
 LF0054
 LF0054.The geoid height was determined by GEOID03.
 LF0054
 LF0054.The dynamic height is computed by dividing the NAVD 88
 LF0054.geopotential number by the normal gravity value computed on the
 LF0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0054.degrees latitude (g = 980.6199 gals.).
 LF0054
 LF0054.The modeled gravity was interpolated from observed gravity values.
 LF0054
 LF0054;                    North         East    Units  Estimated Accuracy
 LF0054;SPC IA S     -    65,700.      423,320.      MT  (+/- 180 meters Scaled)
 LF0054
 LF0054                          SUPERSEDED SURVEY CONTROL
 LF0054
 LF0054  NGVD 29 (??/??/92)  352.928  (m)         1157.90   (f) ADJ UNCH    2 0
 LF0054
 LF0054.Superseded values are not recommended for survey control.
 LF0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0054.See file dsdata.txt to determine how the superseded data were derived.
 LF0054
 LF0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE810939(NAD 83)
 LF0054_MARKER: DB = BENCH MARK DISK
 LF0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0054_STAMPING: MM 105 1935
 LF0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0054+STABILITY: SURFACE MOTION
 LF0054
 LF0054  HISTORY     - Date     Condition        Report By
 LF0054  HISTORY     - 1935     MONUMENTED       CGS
 LF0054
 LF0054                          STATION DESCRIPTION
 LF0054
 LF0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0054'1.6 MI SW FROM REDDING.
 LF0054'1.6 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0054'RAILROAD FROM THE CITY PARK AT REDDING, RINGGOLD COUNTY, 2-1/2
 LF0054'POLES NORTHEAST OF MILEPOST 38, 124 FEET SOUTHWEST OF A ROAD
 LF0054'CROSSING, 46 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 4
 LF0054'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1-1/2 FEET
 LF0054'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED MM 105 1935 AND
 LF0054'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0119 ***********************************************************************
 MJ0119  DESIGNATION -  MM 109
 MJ0119  PID         -  MJ0119
 MJ0119  STATE/COUNTY-  IA/UNION
 MJ0119  USGS QUAD   -  CRESTON EAST (1980)
 MJ0119
 MJ0119                         *CURRENT SURVEY CONTROL
 MJ0119  ___________________________________________________________________
 MJ0119* NAD 83(1986)-  41 03 33.     (N)    094 21 46.     (W)     SCALED    
 MJ0119* NAVD 88     -       399.212  (meters)    1309.75   (feet)  ADJUSTED  
 MJ0119  ___________________________________________________________________
 MJ0119  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 MJ0119  DYNAMIC HT  -         399.014 (meters)    1309.10  (feet)  COMP
 MJ0119  MODELED GRAV-     980,116.2   (mgal)                       NAVD 88
 MJ0119
 MJ0119  VERT ORDER  -  SECOND    CLASS 0
 MJ0119
 MJ0119.The horizontal coordinates were scaled from a topographic map and have
 MJ0119.an estimated accuracy of +/- 6 seconds.
 MJ0119
 MJ0119.The orthometric height was determined by differential leveling
 MJ0119.and adjusted by the National Geodetic Survey in June 1991..
 MJ0119
 MJ0119.The geoid height was determined by GEOID03.
 MJ0119
 MJ0119.The dynamic height is computed by dividing the NAVD 88
 MJ0119.geopotential number by the normal gravity value computed on the
 MJ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0119.degrees latitude (g = 980.6199 gals.).
 MJ0119
 MJ0119.The modeled gravity was interpolated from observed gravity values.
 MJ0119
 MJ0119;                    North         East    Units  Estimated Accuracy
 MJ0119;SPC IA S     -   117,980.      427,480.      MT  (+/- 180 meters Scaled)
 MJ0119
 MJ0119                          SUPERSEDED SURVEY CONTROL
 MJ0119
 MJ0119  NGVD 29 (??/??/92)  399.076  (m)         1309.30   (f) ADJ UNCH    2 0
 MJ0119
 MJ0119.Superseded values are not recommended for survey control.
 MJ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0119.See file dsdata.txt to determine how the superseded data were derived.
 MJ0119
 MJ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF854462(NAD 83)
 MJ0119_MARKER: DB = BENCH MARK DISK
 MJ0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0119_SP_SET: BUILDING
 MJ0119_STAMPING: MM 109 1935
 MJ0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0119
 MJ0119  HISTORY     - Date     Condition        Report By
 MJ0119  HISTORY     - 1935     MONUMENTED       CGS
 MJ0119  HISTORY     - 1945     GOOD             NGS
 MJ0119
 MJ0119                          STATION DESCRIPTION
 MJ0119
 MJ0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 MJ0119'AT CRESTON.
 MJ0119'AT CRESTON, UNION COUNTY, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 MJ0119'OF MAPLE AND MILLS STREETS, IN THE EAST FACE OF THE POST
 MJ0119'OFFICE, 27 FEET NORTH OF THE FRONT ENTRANCE, 5 FEET NORTH OF THE
 MJ0119'NORTH BANISTER, AND 4 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 MJ0119'STAMPED MM 109 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0445 ***********************************************************************
 MG0445  DESIGNATION -  MM 126=58 36
 MG0445  PID         -  MG0445
 MG0445  STATE/COUNTY-  IA/LOUISA
 MG0445  USGS QUAD   -  MEDIAPOLIS (1965)
 MG0445
 MG0445                         *CURRENT SURVEY CONTROL
 MG0445  ___________________________________________________________________
 MG0445* NAD 83(1986)-  41 05 16.     (N)    091 11 01.     (W)     SCALED    
 MG0445* NAVD 88     -       220.937  (meters)     724.86   (feet)  ADJUSTED  
 MG0445  ___________________________________________________________________
 MG0445  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MG0445  DYNAMIC HT  -         220.839 (meters)     724.54  (feet)  COMP
 MG0445  MODELED GRAV-     980,178.1   (mgal)                       NAVD 88
 MG0445
 MG0445  VERT ORDER  -  SECOND    CLASS 0
 MG0445
 MG0445.The horizontal coordinates were scaled from a topographic map and have
 MG0445.an estimated accuracy of +/- 6 seconds.
 MG0445
 MG0445.The orthometric height was determined by differential leveling
 MG0445.and adjusted by the National Geodetic Survey in June 1991..
 MG0445
 MG0445.The geoid height was determined by GEOID03.
 MG0445
 MG0445.The dynamic height is computed by dividing the NAVD 88
 MG0445.geopotential number by the normal gravity value computed on the
 MG0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0445.degrees latitude (g = 980.6199 gals.).
 MG0445
 MG0445.The modeled gravity was interpolated from observed gravity values.
 MG0445
 MG0445;                    North         East    Units  Estimated Accuracy
 MG0445;SPC IA S     -   123,390.      694,600.      MT  (+/- 180 meters Scaled)
 MG0445
 MG0445                          SUPERSEDED SURVEY CONTROL
 MG0445
 MG0445  NGVD 29 (??/??/92)  220.989  (m)          725.03   (f) ADJ UNCH    2 0
 MG0445
 MG0445.Superseded values are not recommended for survey control.
 MG0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0445.See file dsdata.txt to determine how the superseded data were derived.
 MG0445
 MG0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF525500(NAD 83)
 MG0445_MARKER: DD = SURVEY DISK
 MG0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0445_STAMPING: 58-36 MM 126 1935
 MG0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0445+STABILITY: SURFACE MOTION
 MG0445
 MG0445  HISTORY     - Date     Condition        Report By
 MG0445  HISTORY     - 1935     MONUMENTED       IOWAGS
 MG0445  HISTORY     - UNK      GOOD             NGS
 MG0445
 MG0445                          STATION DESCRIPTION
 MG0445
 MG0445'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 MG0445'AT NEWPORT.
 MG0445'AT NEWPORT, LOUISA COUNTY, AT THE NORTHWEST ANGLE FORMED BY THE
 MG0445'JUNCTION OF STATE HIGHWAY 78 AND U.S. HIGHWAY 61, 39 FEET
 MG0445'WEST OF THE CENTERLINE OF HIGHWAY 61, 7-1/2 FEET SOUTH OF A
 MG0445'HIGHWAY MARKER, BETWEEN THE FENCE AND A DITCH, AND 1-1/2 FEET
 MG0445'SOUTH OF A POLE.   A STATE SURVEY STANDARD DISK, STAMPED 58-36
 MG0445'MM 126 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 MG0445'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0938 ***********************************************************************
 LF0938  DESIGNATION -  MM 158
 LF0938  PID         -  LF0938
 LF0938  STATE/COUNTY-  IA/FREMONT
 LF0938  USGS QUAD   -  TABOR SW (1957)
 LF0938
 LF0938                         *CURRENT SURVEY CONTROL
 LF0938  ___________________________________________________________________
 LF0938* NAD 83(1986)-  40 52 23.     (N)    095 39 15.     (W)     SCALED    
 LF0938* NAVD 88     -       352.791  (meters)    1157.45   (feet)  ADJUSTED  
 LF0938  ___________________________________________________________________
 LF0938  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 LF0938  DYNAMIC HT  -         352.616 (meters)    1156.87  (feet)  COMP
 LF0938  MODELED GRAV-     980,116.8   (mgal)                       NAVD 88
 LF0938
 LF0938  VERT ORDER  -  SECOND    CLASS 0
 LF0938
 LF0938.The horizontal coordinates were scaled from a topographic map and have
 LF0938.an estimated accuracy of +/- 6 seconds.
 LF0938
 LF0938.The orthometric height was determined by differential leveling
 LF0938.and adjusted by the National Geodetic Survey in June 1991..
 LF0938
 LF0938.The geoid height was determined by GEOID03.
 LF0938
 LF0938.The dynamic height is computed by dividing the NAVD 88
 LF0938.geopotential number by the normal gravity value computed on the
 LF0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0938.degrees latitude (g = 980.6199 gals.).
 LF0938
 LF0938.The modeled gravity was interpolated from observed gravity values.
 LF0938
 LF0938;                    North         East    Units  Estimated Accuracy
 LF0938;SPC IA S     -    99,200.      318,440.      MT  (+/- 180 meters Scaled)
 LF0938
 LF0938                          SUPERSEDED SURVEY CONTROL
 LF0938
 LF0938  NGVD 29 (??/??/92)  352.691  (m)         1157.12   (f) ADJ UNCH    2 0
 LF0938
 LF0938.Superseded values are not recommended for survey control.
 LF0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0938.See file dsdata.txt to determine how the superseded data were derived.
 LF0938
 LF0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF763280(NAD 83)
 LF0938_MARKER: DB = BENCH MARK DISK
 LF0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0938_STAMPING: MM 158 1949
 LF0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0938+STABILITY: SURFACE MOTION
 LF0938
 LF0938  HISTORY     - Date     Condition        Report By
 LF0938  HISTORY     - 1949     MONUMENTED       CGS
 LF0938  HISTORY     - 1950     GOOD             NGS
 LF0938  HISTORY     - 1950     GOOD             NGS
 LF0938
 LF0938                          STATION DESCRIPTION
 LF0938
 LF0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF0938'5 MI W FROM RANDOLPH.
 LF0938'5.0 MILES WEST ALONG STATE HIGHWAY 184 FROM THE SCHOOLHOUSE AT
 LF0938'RANDOLPH, 111 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 LF0938'WHICH LEADS TO THE JOHN HALOM RESIDENCE, 60 FEET NORTH OF THE
 LF0938'CENTER LINE OF THE HIGHWAY, 10 FEET EAST OF A GATE POST, 3.0
 LF0938'FEET EAST OF A WITNESS POST, 1.4 FEET SOUTH OF A FENCE, AND SET
 LF0938'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 LF0938'GROUND.
 LF0938
 LF0938                          STATION RECOVERY (1950)
 LF0938
 LF0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0013 ***********************************************************************
 MK0013  DESIGNATION -  MODALE
 MK0013  PID         -  MK0013
 MK0013  STATE/COUNTY-  IA/HARRISON
 MK0013  USGS QUAD   -  MODALE (1970)
 MK0013
 MK0013                         *CURRENT SURVEY CONTROL
 MK0013  ___________________________________________________________________
 MK0013* NAD 83(1996)-  41 36 50.95518(N)    096 01 18.80261(W)     ADJUSTED  
 MK0013* NAVD 88     -       308.383  (meters)    1011.75   (feet)  ADJUSTED  
 MK0013  ___________________________________________________________________
 MK0013  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 MK0013  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 MK0013  DYNAMIC HT  -         308.246 (meters)    1011.30  (feet)  COMP
 MK0013  MODELED GRAV-     980,173.0   (mgal)                       NAVD 88
 MK0013
 MK0013  HORZ ORDER  -  THIRD
 MK0013  VERT ORDER  -  FIRST     CLASS II
 MK0013
 MK0013.The horizontal coordinates were established by classical geodetic methods
 MK0013.and adjusted by the National Geodetic Survey in May 1999..
 MK0013
 MK0013.The orthometric height was determined by differential leveling
 MK0013.and adjusted by the National Geodetic Survey in June 1991..
 MK0013
 MK0013.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK0013
 MK0013.The geoid height was determined by GEOID03.
 MK0013
 MK0013.The dynamic height is computed by dividing the NAVD 88
 MK0013.geopotential number by the normal gravity value computed on the
 MK0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0013.degrees latitude (g = 980.6199 gals.).
 MK0013
 MK0013.The modeled gravity was interpolated from observed gravity values.
 MK0013
 MK0013;                    North         East     Units Scale Factor Converg.
 MK0013;SPC IA S     -   182,299.793   289,836.909   MT  0.99997434   -1 39 40.2
 MK0013;UTM  14      - 4,611,222.450   748,137.727   MT  1.00035778   +1 58 43.7
 MK0013;UTM  15      - 4,611,349.421   248,214.164   MT  1.00038023   -2 00 28.5
 MK0013
 MK0013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0013!SPC IA S     -   0.99995609  x   0.99997434  =   0.99993043
 MK0013!UTM  14      -   0.99995609  x   1.00035778  =   1.00031385
 MK0013!UTM  15      -   0.99995609  x   1.00038023  =   1.00033630
 MK0013
 MK0013:                Primary Azimuth Mark                     Grid Az
 MK0013:SPC IA S     -  MODALE MUNICIPAL TANK                    056 37 34.0
 MK0013:UTM  14      -  MODALE MUNICIPAL TANK                    052 59 10.1
 MK0013:UTM  15      -  MODALE MUNICIPAL TANK                    056 58 22.3
 MK0013
 MK0013|---------------------------------------------------------------------|
 MK0013| PID    Reference Object                     Distance      Geod. Az  |
 MK0013|                                                           dddmmss.s |
 MK0013| MK1833 MODALE MUNICIPAL TANK               APPROX. 1.3 KM 0545753.8 |
 MK0013| CL7918 MODALE RM 3                          34.476 METERS 13203     |
 MK0013| MK0014 MODALE RM 1                          34.720 METERS 19850     |
 MK0013| MK0015 MODALE RM 2                          42.428 METERS 31321     |
 MK0013| MK0012 MODALE AZ MK                                       3594623.0 |
 MK0013|---------------------------------------------------------------------|
 MK0013
 MK0013                          SUPERSEDED SURVEY CONTROL
 MK0013
 MK0013  NAD 83(1996)-  41 36 50.95521(N)    096 01 18.80267(W) AD(       ) 3
 MK0013  NAD 83(1986)-  41 36 50.96063(N)    096 01 18.80379(W) AD(       ) 3
 MK0013  NAD 27      -  41 36 50.99000(N)    096 01 17.76700(W) AD(       ) 3
 MK0013  NGVD 29 (??/??/92)  308.233  (m)         1011.26   (f) ADJ UNCH    1 2
 MK0013
 MK0013.Superseded values are not recommended for survey control.
 MK0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0013.See file dsdata.txt to determine how the superseded data were derived.
 MK0013
 MK0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM4813811222(NAD 83)
 MK0013_MARKER: DS = TRIANGULATION STATION DISK
 MK0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0013_SP_SET: CONCRETE POST
 MK0013_STAMPING: MODALE 1947
 MK0013_MARK LOGO: CGS   
 MK0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0013+STABILITY: SURFACE MOTION
 MK0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0013+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1989
 MK0013
 MK0013  HISTORY     - Date     Condition        Report By
 MK0013  HISTORY     - 1947     MONUMENTED       CGS
 MK0013  HISTORY     - 1948     GOOD             NGS
 MK0013  HISTORY     - 1970     SEE DESCRIPTION  USGS
 MK0013  HISTORY     - 1971     GOOD             NGS
 MK0013  HISTORY     - 19890807 GOOD             NGS
 MK0013
 MK0013                          STATION DESCRIPTION
 MK0013
 MK0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK0013'THE STATION IS LOCATED APPROXIMATELY 3/4 MILE SOUTHWEST OF
 MK0013'THE TOWN OF MODALE ON LAND OWNED AND OCCUPIED IN 1947 BY MR.
 MK0013'J.H. SPENCER.  IT IS 25 FEET WEST OF THE CENTERLINE OF THE ROAD,
 MK0013'APPROXIMATELY 15 FEET SOUTH OF THE CENTER OF THE GATE TO THE
 MK0013'BARN LOT, 25 FEET NORTHWEST OF A FENCE CORNER AND 18.0 FEET WEST
 MK0013'OF A WHITE WITNESS POST.  THE MARK IS STAMPED MODALE 1947 AND
 MK0013'PROJECTS 1 INCH.
 MK0013'
 MK0013'REFERENCE MARK NO. 1 IS 113.95 FEET SOUTH BY WEST OF THE STATION,
 MK0013'10 FEET SOUTH OF THE CENTERLINE OF A DRIVE, 2 FEET NORTH OF A WIRE
 MK0013'FENCE AND 39 FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE.  THE
 MK0013'MARK IS STAMPED MODALE NO 1 1947 AND PROJECTS 3 INCHES.
 MK0013'
 MK0013'REFERENCE MARK NO. 2 IS 139.20 FEET NORTHWEST OF THE STATION IN
 MK0013'THE NORTHWEST CORNER OF THE BARN LOT.  IT IS 1 FOOT FROM EACH
 MK0013'FENCE AND 21 FEET NORTH OF THE NORTHEAST CORNER OF THE BARN.  THE
 MK0013'MARK IS STAMPED MODALE NO 2 1947 AND PROJECTS 3 INCHES.
 MK0013'
 MK0013'THE AZIMUTH MARK IS APPROXIMATELY 0.55 MILE NORTH OF THE STATION,
 MK0013'23 FEET WEST OF THE CENTERLINE EXTENDED OF THE T-ROAD SOUTH, 33
 MK0013'FEET NORTH OF THE ROAD, 3.0 FEET EAST OF A WHITE WITNESS POST AND
 MK0013'1 FOOT NORTH OF A FENCE.  THE MARK IS STAMPED MODALE 1947 AND
 MK0013'PROJECTS 3 INCHES.
 MK0013'
 MK0013'TO REACH THE STATION FROM THE POST OFFICE IN MODALE, GO NORTH
 MK0013'0.1 MILE TO DIRT ROAD WEST.  TURN LEFT (WEST) AND GO 0.5 MILE
 MK0013'TO T-ROAD SOUTH JUST OPPOSITE A WHITE HOUSE.  TURN LEFT (SOUTH)
 MK0013'0.55 MILE TO STATION ON RIGHT AS DESCRIBED.
 MK0013'
 MK0013'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.55 MILE
 MK0013'TO AZIMUTH MARK AS DESCRIBED.
 MK0013'
 MK0013'OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 MK0013'
 MK0013'A FOUR FOOT STAND AT BLAIR 2 CAN BE SEEN FROM 50 FEET.
 MK0013'
 MK0013'A FOUR FOOT STAND AT FOLLEN 1930 CAN BE SEEN FROM A 50 FOOT TOWER.
 MK0013'
 MK0013'A 90 FOOT TOWER AT CLAY CAN BE SEEN FROM A 77 FOOT TOWER.
 MK0013'
 MK0013'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 MK0013
 MK0013                          STATION RECOVERY (1948)
 MK0013
 MK0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MK0013'1.3 MI NW FROM MODALE.
 MK0013'0.3 MILE NORTH ALONG STATE HIGHWAY NO. 300 FROM THE MODALE
 MK0013'CONSOLIDATED SCHOOL AT MODALE, THENCE 0.5 MILE WEST ALONG A
 MK0013'DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, IN A BARN
 MK0013'LOT, NEAR THE SOUTHEAST CORNER OF LOT, 104.7 FEET EAST-SOUTHEAST
 MK0013'OF THE SOUTHEAST CORNER OF THE BARN, 46.0 FEET WEST OF THE
 MK0013'CENTER LINE OF THE NORTH-SOUTH ROAD, 19.0 FEET WEST OF THE WEST
 MK0013'RIGHT-OF-WAY FENCE, 16.8 FEET NORTH OF THE SOUTH BARN LOT FENCE,
 MK0013'SET IN TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 MK0013
 MK0013                          STATION RECOVERY (1970)
 MK0013
 MK0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0013'MARK COULD NOT BE FOUND AFTER INTENSIVE SEARCH.  AREA HAD BEEN
 MK0013'ALTERED SUCH THAT THE MARK COULD HAVE BEEN DESTROYED.
 MK0013'
 MK0013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MI WEST
 MK0013'AND 0.5 MI SOUTH OF MODALE.
 MK0013
 MK0013                          STATION RECOVERY (1971)
 MK0013
 MK0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MK0013'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 MK0013'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 MK0013'2 HAS BEEN DESTROYED BY FARMING OPERATIONS.  THE DISTANCE AND
 MK0013'DIRECTION TO REFERENCE MARK NO. 1 CHECKED.  THE ANGLE BETWEEN
 MK0013'THE AZIMUTH MARK AND MODALE MUNICIPAL WATER TANK FAILED TO CHECK
 MK0013'BY 8.7 SECONDS.
 MK0013'
 MK0013'REFERENCE MARK NO. 3 WAS SET.
 MK0013'
 MK0013'FOLLOWING IS A NEW DESCRIPTION.
 MK0013'
 MK0013'TO REACH THE STATION FROM THE POST OFFICE IN MODALE, GO NORTH
 MK0013'FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST
 MK0013'ON A GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT AND
 MK0013'THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND GO SOUTH ON A
 MK0013'GRAVELED ROAD FOR 0.55 MILE TO A FARM HOUSE AND THE STATION ON
 MK0013'THE RIGHT.
 MK0013'
 MK0013'STATION MARK, A STANDARD DISK STAMPED MODALE 1947, IS SET IN
 MK0013'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 MK0013'OF THE GROUND.  IT IS 113 FEET NORTH-NORTHWEST OF THE NORTHEAST
 MK0013'CORNER POST AT THE NORTHEAST CORNER OF A FENCED YARD, 97 FEET
 MK0013'SOUTH OF AN EAST-WEST FENCE, 86 FEET NORTH-NORTHWEST OF A
 MK0013'POWERLINE POLE WITH A YARD LIGHT, 50 FEET WEST OF THE CENTER OF
 MK0013'THE ROAD, 45.5 FEET NORTHEAST OF A LONE TREE, AND 30.5 FEET
 MK0013'SOUTHWEST OF THE SOUTH END OF A PIPE CULVERT UNDER THE NORTH
 MK0013'ENTRANCE AT FARM.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 MK0013'
 MK0013'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MODALE NO. 1 1947,
 MK0013'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 MK0013'INCHES.  IT IS 6.5 FEET WEST OF A TREE AND 2 FEET NORTH OF THE
 MK0013'YARD FENCE.
 MK0013'
 MK0013'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MODALE 1947 NO. 3
 MK0013'1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MK0013'3 INCHES.  IT IS 32.5 FEET EAST OF THE CENTER OF THE GRAVELED
 MK0013'ROAD, 1.5 FEET NORTHWEST OF A POWERLINE POLE, AND 1 FOOT SOUTH
 MK0013'OF A METAL WITNESS POST.
 MK0013'
 MK0013'AZIMUTH MARK, A STANDARD DISK STAMPED MODALE 1947, IS SET IN
 MK0013'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 MK0013'IS 33 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 23 FEET WEST
 MK0013'OF THE PROJECTED CENTER OF A NORTH-SOUTH ROAD, 2 FEET WEST OF
 MK0013'THE WEST GATE POST AT FIELD ENTRANCE, AND 1 FOOT NORTH OF A
 MK0013'METAL WITNESS POST WHICH IS SET IN AN EAST-WEST FENCE.
 MK0013'
 MK0013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3/4 MILE
 MK0013'SW OF MODALE.
 MK0013
 MK0013                          STATION RECOVERY (1989)
 MK0013
 MK0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0013'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.2 KM
 MK0013'(0.10 MI) NORTHERLY ALONG MAIN STREET OF ITS JUNCTION WITH STATE
 MK0013'HIGHWAY 300 IN MODALE, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG A
 MK0013'GRAVELED ROAD, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG A GRAVELED
 MK0013'ROAD, 30.3 M (99.4 FT) NORTH OF THE MOST SOUTHERLY 1 OF 2 FIELD
 MK0013'ENTRANCES, 14.0 M (45.9 FT) WEST OF THE CENTER OF THE ROAD, 10.7 M
 MK0013'(35.1 FT) SOUTH OF THE CENTER OF THE MOST NORTHERLY 1 OF 2 FIELD
 MK0013'ENTRANCES, LEVEL WITH THE ROAD, AND IN A CONCRETE MONUMENT THAT IS
 MK0013'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0012 ***********************************************************************
 MK0012  DESIGNATION -  MODALE AZ MK
 MK0012  PID         -  MK0012
 MK0012  STATE/COUNTY-  IA/HARRISON
 MK0012  USGS QUAD   -  MODALE (1970)
 MK0012
 MK0012                         *CURRENT SURVEY CONTROL
 MK0012  ___________________________________________________________________
 MK0012* NAD 83(1986)-  41 37 17.     (N)    096 01 19.     (W)     SCALED    
 MK0012* NAVD 88     -       308.990  (meters)    1013.74   (feet)  ADJUSTED  
 MK0012  ___________________________________________________________________
 MK0012  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 MK0012  DYNAMIC HT  -         308.854 (meters)    1013.30  (feet)  COMP
 MK0012  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 MK0012
 MK0012  VERT ORDER  -  FIRST     CLASS II
 MK0012
 MK0012.The horizontal coordinates were scaled from a topographic map and have
 MK0012.an estimated accuracy of +/- 6 seconds.
 MK0012
 MK0012.The orthometric height was determined by differential leveling
 MK0012.and adjusted by the National Geodetic Survey in June 1991..
 MK0012
 MK0012.The geoid height was determined by GEOID03.
 MK0012
 MK0012.The dynamic height is computed by dividing the NAVD 88
 MK0012.geopotential number by the normal gravity value computed on the
 MK0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0012.degrees latitude (g = 980.6199 gals.).
 MK0012
 MK0012.The modeled gravity was interpolated from observed gravity values.
 MK0012
 MK0012;                    North         East    Units  Estimated Accuracy
 MK0012;SPC IA S     -   183,100.      289,860.      MT  (+/- 180 meters Scaled)
 MK0012
 MK0012                          SUPERSEDED SURVEY CONTROL
 MK0012
 MK0012  NGVD 29 (??/??/92)  308.841  (m)         1013.26   (f) ADJ UNCH    1 2
 MK0012
 MK0012.Superseded values are not recommended for survey control.
 MK0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0012.See file dsdata.txt to determine how the superseded data were derived.
 MK0012
 MK0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM481120(NAD 83)
 MK0012_MARKER: DZ = AZIMUTH MARK DISK
 MK0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0012_SP_SET: CONCRETE POST
 MK0012_STAMPING: MODALE 1947
 MK0012_MARK LOGO: CGS   
 MK0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0012+STABILITY: SURFACE MOTION
 MK0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0012+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1989
 MK0012
 MK0012  HISTORY     - Date     Condition        Report By
 MK0012  HISTORY     - 1947     MONUMENTED       CGS
 MK0012  HISTORY     - 1948     GOOD             NGS
 MK0012  HISTORY     - 19890807 GOOD             NGS
 MK0012
 MK0012                          STATION DESCRIPTION
 MK0012
 MK0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0012'0.8 MI NW FROM MODALE.
 MK0012'0.3 MILE NORTH ALONG STATE HIGHWAY NO. 300 FROM THE MODALE
 MK0012'CONSOLIDATED SCHOOL AT MODALE, THENCE 0.5 MILE WEST ALONG A DIRT
 MK0012'ROAD, AT A T ROAD, 31.0 FEET NORTH OF THE CENTER LINE OF THE
 MK0012'EAST-WEST ROAD, 27.0 FEET WEST OF A POINT ON THE PROJECTED
 MK0012'CENTER LINE OF THE NORTH-SOUTH ROAD, 20.7 FEET WEST OF A 3-WAY
 MK0012'CORNER FENCE POST, 2.5 FEET EAST OF A REFERENCE POST, IN A FENCE
 MK0012'LINE, SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 MK0012'THE GROUND.
 MK0012
 MK0012                          STATION RECOVERY (1989)
 MK0012
 MK0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0012'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.2 KM
 MK0012'(0.10 MI) NORTHERLY ALONG MAIN STREET FRON ITS JUNCTION WITH STATE
 MK0012'HIGHWAY 300 IN MODALE, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG A
 MK0012'GRAVELED ROAD, 9.5 M (31.2 FT) NORTH OF THE CENTER OF THE ROAD, 8.2 M
 MK0012'(26.9 FT) WEST OF THE EXTENDED CENTER OF A GRAVELED ROAD LEADING
 MK0012'SOUTH, 3.0 M (9.8 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 MK0012'MOST EASTERLY 1 OF 2 HIGH VOLTAGE ELECTRIC BOXES, 0.7 M (2.3 FT) NORTH
 MK0012'OF A WITNESS POST, LEVEL WITH THE ROAD, AND IN A CONCRETE MONUMENT
 MK0012'THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK1833 ***********************************************************************
 MK1833  DESIGNATION -  MODALE MUNICIPAL TANK
 MK1833  PID         -  MK1833
 MK1833  STATE/COUNTY-  IA/HARRISON
 MK1833  USGS QUAD   -  MODALE (1970)
 MK1833
 MK1833                         *CURRENT SURVEY CONTROL
 MK1833  ___________________________________________________________________
 MK1833* NAD 83(1996)-  41 37 15.01294(N)    096 00 33.06941(W)     ADJUSTED  
 MK1833* NAVD 88     -                                                        
 MK1833  ___________________________________________________________________
 MK1833  LAPLACE CORR-          -6.29  (seconds)                    DEFLEC99
 MK1833  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 MK1833
 MK1833  HORZ ORDER  -  THIRD
 MK1833
 MK1833.The horizontal coordinates were established by classical geodetic methods
 MK1833.and adjusted by the National Geodetic Survey in May 1999..
 MK1833
 MK1833
 MK1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1833
 MK1833.The geoid height was determined by GEOID03.
 MK1833
 MK1833;                    North         East     Units Scale Factor Converg.
 MK1833;SPC IA S     -   183,011.070   290,916.689   MT  0.99997519   -1 39 10.1
 MK1833;UTM  14      - 4,612,001.147   749,170.569   MT  1.00036410   +1 59 15.0
 MK1833;UTM  15      - 4,612,054.432   249,298.666   MT  1.00037352   -1 59 59.0
 MK1833
 MK1833                          SUPERSEDED SURVEY CONTROL
 MK1833
 MK1833  NAD 83(1996)-  41 37 15.01298(N)    096 00 33.06945(W) AD(       ) 4
 MK1833  NAD 83(1986)-  41 37 15.01784(N)    096 00 33.07097(W) AD(       ) 4
 MK1833  NAD 27      -  41 37 15.04400(N)    096 00 32.03000(W) AD(       ) 3
 MK1833
 MK1833.Superseded values are not recommended for survey control.
 MK1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1833.See file dsdata.txt to determine how the superseded data were derived.
 MK1833
 MK1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM4917112001(NAD 83)
 MK1833_MARKER: 53 = ELEVATED TANK
 MK1833
 MK1833  HISTORY     - Date     Condition        Report By
 MK1833  HISTORY     - 1934     FIRST OBSERVED   CGS
 MK1833  HISTORY     - 1947     GOOD             CGS
 MK1833  HISTORY     - 20050929 GOOD             GEOCAC
 MK1833
 MK1833                          STATION DESCRIPTION
 MK1833
 MK1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1833'THE STATION IS LOCATED IN THE TOWN OF MODALE, 300 FEET EAST OF
 MK1833'THE RAILROAD THROUGH TOWN, APPROXIMATELY 800 FEET NORTH OF THE
 MK1833'RAILROAD STATION AND 600 FEET EAST OF THE POST OFFICE.  THE
 MK1833'STATION IS APPROXIMATELY 120 FEET HIGH AND IS SILVER WITH A BLACK
 MK1833'TOP.
 MK1833'
 MK1833'TO REACH FROM THE POST OFFICE IN MODALE, GO EAST APPROXIMATELY
 MK1833'600 FEET TO THE STATION AS DESCRIBED.
 MK1833'
 MK1833'THE POINT INTERSECTED WAS THE BALL FINIAL.
 MK1833'
 MK1833'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1934.
 MK1833
 MK1833                          STATION RECOVERY (2005)
 MK1833
 MK1833'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 MK1833'BLUE WITH CONICAL TOP AND BALL AT APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0014 ***********************************************************************
 MK0014  DESIGNATION -  MODALE RM 1
 MK0014  PID         -  MK0014
 MK0014  STATE/COUNTY-  IA/HARRISON
 MK0014  USGS QUAD   -  MODALE (1970)
 MK0014
 MK0014                         *CURRENT SURVEY CONTROL
 MK0014  ___________________________________________________________________
 MK0014* NAD 83(1986)-  41 36 50.     (N)    096 01 18.     (W)     SCALED    
 MK0014* NAVD 88     -       308.547  (meters)    1012.29   (feet)  ADJUSTED  
 MK0014  ___________________________________________________________________
 MK0014  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 MK0014  DYNAMIC HT  -         308.410 (meters)    1011.84  (feet)  COMP
 MK0014  MODELED GRAV-     980,173.0   (mgal)                       NAVD 88
 MK0014
 MK0014  VERT ORDER  -  FIRST     CLASS II
 MK0014
 MK0014.The horizontal coordinates were scaled from a topographic map and have
 MK0014.an estimated accuracy of +/- 6 seconds.
 MK0014
 MK0014.The orthometric height was determined by differential leveling
 MK0014.and adjusted by the National Geodetic Survey in June 1991..
 MK0014
 MK0014.The geoid height was determined by GEOID03.
 MK0014
 MK0014.The dynamic height is computed by dividing the NAVD 88
 MK0014.geopotential number by the normal gravity value computed on the
 MK0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0014.degrees latitude (g = 980.6199 gals.).
 MK0014
 MK0014.The modeled gravity was interpolated from observed gravity values.
 MK0014
 MK0014;                    North         East    Units  Estimated Accuracy
 MK0014;SPC IA S     -   182,270.      289,860.      MT  (+/- 180 meters Scaled)
 MK0014
 MK0014                          SUPERSEDED SURVEY CONTROL
 MK0014
 MK0014  NGVD 29 (??/??/92)  308.397  (m)         1011.80   (f) ADJ UNCH    1 2
 MK0014
 MK0014.Superseded values are not recommended for survey control.
 MK0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0014.See file dsdata.txt to determine how the superseded data were derived.
 MK0014
 MK0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM481111(NAD 83)
 MK0014_MARKER: DR = REFERENCE MARK DISK
 MK0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0014_SP_SET: CONCRETE POST
 MK0014_STAMPING: MODALE NO 1 1947
 MK0014_MARK LOGO: CGS   
 MK0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0014+STABILITY: SURFACE MOTION
 MK0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0014+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1989
 MK0014
 MK0014  HISTORY     - Date     Condition        Report By
 MK0014  HISTORY     - 1947     MONUMENTED       CGS
 MK0014  HISTORY     - 1948     GOOD             NGS
 MK0014  HISTORY     - 19890807 GOOD             NGS
 MK0014
 MK0014                          STATION DESCRIPTION
 MK0014
 MK0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0014'1.3 MI NW FROM MODALE.
 MK0014'0.3 MILE NORTH ALONG STATE HIGHWAY NO. 300 FROM THE MODALE
 MK0014'CONSOLIDATED SCHOOL AT MODALE, THENCE 0.5 MILE WEST ALONG A DIRT
 MK0014'ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, AT A FARMHOUSE,
 MK0014'112.8 FEET SOUTH-SOUTHWEST OF TRIANGULATION STATION MODALE,
 MK0014'88.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 9.0
 MK0014'FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST
 MK0014'TO A GARAGE, 2.0 FEET NORTH OF A FENCE, SET IN TOP OF A CONCRETE
 MK0014'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MK0014
 MK0014                          STATION RECOVERY (1989)
 MK0014
 MK0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0014'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.2 KM
 MK0014'(0.10 MI) NORTHERLY ALONG MAIN STREET FROM ITS JUNCTION WITH STATE
 MK0014'HIGHWAY 300 IN MODALE, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG A
 MK0014'GRAVELED ROAD, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG A GRAVELED
 MK0014'ROAD, 34.7 M (113.8 FT) SOUTH-SOUTHWEST OF THE TRIANGULATION STATION
 MK0014'MODALE, 26.8 M (87.9 FT) WEST OF THE CENTER OF THE ROAD, 15.1 M
 MK0014'(49.5 FT) SOUTH OF THE MOST SOUTHERLY 1 OF 2 FIELD ENTRANCES, LEVEL
 MK0014'WITH THE ROAD, AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MK0014'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0015 ***********************************************************************
 MK0015  DESIGNATION -  MODALE RM 2
 MK0015  PID         -  MK0015
 MK0015  STATE/COUNTY-  IA/HARRISON
 MK0015  USGS QUAD   -  MODALE (1970)
 MK0015
 MK0015                         *CURRENT SURVEY CONTROL
 MK0015  ___________________________________________________________________
 MK0015* NAD 83(1986)-  41 36 50.     (N)    096 01 18.     (W)     SCALED    
 MK0015* NAVD 88     -       308.678  (meters)    1012.72   (feet)  ADJUSTED  
 MK0015  ___________________________________________________________________
 MK0015  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 MK0015  DYNAMIC HT  -         308.542 (meters)    1012.27  (feet)  COMP
 MK0015  MODELED GRAV-     980,173.0   (mgal)                       NAVD 88
 MK0015
 MK0015  VERT ORDER  -  FIRST     CLASS II
 MK0015
 MK0015.The horizontal coordinates were scaled from a topographic map and have
 MK0015.an estimated accuracy of +/- 6 seconds.
 MK0015
 MK0015.The orthometric height was determined by differential leveling
 MK0015.and adjusted by the National Geodetic Survey in June 1991..
 MK0015
 MK0015.The geoid height was determined by GEOID03.
 MK0015
 MK0015.The dynamic height is computed by dividing the NAVD 88
 MK0015.geopotential number by the normal gravity value computed on the
 MK0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0015.degrees latitude (g = 980.6199 gals.).
 MK0015
 MK0015.The modeled gravity was interpolated from observed gravity values.
 MK0015
 MK0015;                    North         East    Units  Estimated Accuracy
 MK0015;SPC IA S     -   182,270.      289,860.      MT  (+/- 180 meters Scaled)
 MK0015
 MK0015                          SUPERSEDED SURVEY CONTROL
 MK0015
 MK0015  NGVD 29 (??/??/92)  308.529  (m)         1012.23   (f) ADJ UNCH    1 2
 MK0015
 MK0015.Superseded values are not recommended for survey control.
 MK0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0015.See file dsdata.txt to determine how the superseded data were derived.
 MK0015
 MK0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM481111(NAD 83)
 MK0015_MARKER: DR = REFERENCE MARK DISK
 MK0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0015_STAMPING: MODALE NO 2 1947
 MK0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0015+STABILITY: SURFACE MOTION
 MK0015
 MK0015  HISTORY     - Date     Condition        Report By
 MK0015  HISTORY     - 1947     MONUMENTED       CGS
 MK0015  HISTORY     - 1948     GOOD             NGS
 MK0015  HISTORY     - 19890807 MARK NOT FOUND   NGS
 MK0015
 MK0015                          STATION DESCRIPTION
 MK0015
 MK0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0015'1.3 MI NE FROM MODALE.
 MK0015'0.3 MILE NORTH ALONG STATE HIGHWAY 300 FROM THE MODALE
 MK0015'CONSOLIDATED SCHOOL AT MODALE, THENCE 0.5 MILE WEST ALONG A
 MK0015'DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, IN A BARN
 MK0015'LOT, 138.9 FEET NORTHWEST OF TRIANGULATION STATION MODALE, 21.0
 MK0015'FEET NORTH OF THE NORTHEAST CORNER OF THE BARN, 1.0 FOOT
 MK0015'SOUTHEAST OF THE CORNER FENCE POST AT THE NORTHWEST CORNER OF
 MK0015'THE BARN LOT, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0015'0.2 FOOT ABOVE THE GROUND.
 MK0015
 MK0015                          STATION RECOVERY (1989)
 MK0015
 MK0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1130 ***********************************************************************
 MJ1130  DESIGNATION -  MOHN
 MJ1130  PID         -  MJ1130
 MJ1130  STATE/COUNTY-  IA/AUDUBON
 MJ1130  USGS QUAD   -  ADAIR NORTH (1971)
 MJ1130
 MJ1130                         *CURRENT SURVEY CONTROL
 MJ1130  ___________________________________________________________________
 MJ1130* NAD 83(1996)-  41 35 40.18682(N)    094 42 09.58378(W)     ADJUSTED  
 MJ1130* NAVD 88     -       457.     (meters)    1499.     (feet)  SCALED    
 MJ1130  ___________________________________________________________________
 MJ1130  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 MJ1130  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 MJ1130
 MJ1130  HORZ ORDER  -  FIRST
 MJ1130
 MJ1130.The horizontal coordinates were established by classical geodetic methods
 MJ1130.and adjusted by the National Geodetic Survey in May 1999..
 MJ1130
 MJ1130.The orthometric height was scaled from a topographic map.
 MJ1130
 MJ1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1130
 MJ1130.The geoid height was determined by GEOID03.
 MJ1130
 MJ1130;                    North         East     Units Scale Factor Converg.
 MJ1130;SPC IA S     -   177,762.872   399,734.437   MT  0.99997193   -0 47 31.9
 MJ1130;UTM  15      - 4,606,155.166   358,095.353   MT  0.99984781   -1 07 49.8
 MJ1130
 MJ1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1130!SPC IA S     -   0.99993262  x   0.99997193  =   0.99990455
 MJ1130!UTM  15      -   0.99993262  x   0.99984781  =   0.99978044
 MJ1130
 MJ1130:                Primary Azimuth Mark                     Grid Az
 MJ1130:SPC IA S     -  MOHN RM 1 AZIMUTH                        030 42 46.9
 MJ1130:UTM  15      -  MOHN RM 1 AZIMUTH                        031 03 04.8
 MJ1130
 MJ1130|---------------------------------------------------------------------|
 MJ1130| PID    Reference Object                     Distance      Geod. Az  |
 MJ1130|                                                           dddmmss.s |
 MJ1130| CL7919 MOHN RM 1 AZIMUTH                                  0295515.0 |
 MJ1130| CL7921 MOHN RM 3                            48.076 METERS 07151     |
 MJ1130| CL7920 MOHN RM 2                            60.728 METERS 12457     |
 MJ1130| MJ1103 ADAIR WATER TANK                    APPROX.11.6 KM 1544132.5 |
 MJ1130|---------------------------------------------------------------------|
 MJ1130
 MJ1130                          SUPERSEDED SURVEY CONTROL
 MJ1130
 MJ1130  NAD 83(1986)-  41 35 40.18124(N)    094 42 09.59383(W) AD(       ) 1
 MJ1130  NAD 27      -  41 35 40.22800(N)    094 42 08.67200(W) AD(       ) 1
 MJ1130
 MJ1130.Superseded values are not recommended for survey control.
 MJ1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1130.See file dsdata.txt to determine how the superseded data were derived.
 MJ1130
 MJ1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG5809506155(NAD 83)
 MJ1130_MARKER: DS = TRIANGULATION STATION DISK
 MJ1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1130
 MJ1130  HISTORY     - Date     Condition        Report By
 MJ1130  HISTORY     - 1930     MONUMENTED       CGS
 MJ1130  HISTORY     - 1934     GOOD             CGS
 MJ1130  HISTORY     - 1977     MARK NOT FOUND   NGS
 MJ1130
 MJ1130                          STATION DESCRIPTION
 MJ1130
 MJ1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MJ1130'STATION IS ABOUT 11 MILES SW OF GUTHRIE CENTER, AND 9 MILES E
 MJ1130'OF EXIRA, ON LAND OWNED BY MRS. LENA MOHN AND OCCUPIED BY HENRY
 MJ1130'W. KIMM.  THE HOUSE OF MR. KIMM IS ON THE W SIDE OF A SECTION-LINE
 MJ1130'ROAD, 0.3 MILE S OF THE COUNTY LINE ROAD.  THE STATION IS IN
 MJ1130'CULTIVATED LAND ON A HIGH POINT ABOUT 300 METERS SW OF THE HOUSE,
 MJ1130'IN THE SE PART OF A FIELD, APPROXIMATELY 160 METERS W OF THE
 MJ1130'ROAD, 49.84 METERS W OF A FENCE, AND 37.35 METERS N OF ANOTHER
 MJ1130'FENCE.  THE MARK IS DEPRESSED 12 INCHES.
 MJ1130'
 MJ1130'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MJ1130'DISKS SET IN CONCRETE.
 MJ1130'
 MJ1130'REFERENCE MARK NO. 1 IS NEAR THE FRONT GATE OF MR. KIMMS HOUSE
 MJ1130'(SW).  THE MARK IS FLUSH AND IS LOCATED 4.9 METERS W OF THE
 MJ1130'ROAD, 0.5 METER E OF A FENCE, 1.67 METERS S OF A FENCE CORNER.
 MJ1130'REFERENCE MARK NO. 2, A FLUSH MARK, IS NEAR A FENCE CORNER, ABOUT
 MJ1130'330 METERS (1082.67 FEET) S OF THE HOUSE, ABOUT 110 METERS
 MJ1130'(360.89 FEET) W OF THE CENTER OF THE ROAD, AND 0.62 METER NE OF A
 MJ1130'FENCE CORNER.
 MJ1130'
 MJ1130'TO REACH FROM GUTHRIE CENTER BY HIGHWAY 7, GO W ABOUT 11 MILES
 MJ1130'TO A CORNER.  THIS CORNER IS 1 MILE W OF A SCHOOL ON THE RIGHT.
 MJ1130'TURN S 5.3 MILES TO MR. KIMMS HOUSE.
 MJ1130'
 MJ1130'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MJ1130
 MJ1130                          STATION RECOVERY (1934)
 MJ1130
 MJ1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1130'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH
 MJ1130'THE FOLLOWING EXCEPTIONS--REFERENCE MARK NO. 1, 1930 AND REFERENCE
 MJ1130'MARK NO. 2, 1930 WERE PROJECTING INSTEAD OF FLUSH, THE DISTANCE TO
 MJ1130'REFERENCE MARK NO. 2, 1930 WAS IN ERROR BY 0.1 METER, AND THE
 MJ1130'ANGLE TO SAME WAS IN ERROR 53 SECONDS.
 MJ1130'
 MJ1130'STATION IS ABOUT 9 MILES E OF EXIRA, AND 11 MILES SW OF GUTHRIE
 MJ1130'CENTER, IN THE NE 1/4 SEC. 1, T 78 N, R 34 W, ON LAND OWNED BY
 MJ1130'MRS. LENA MOHN AND OCCUPIED BY MR. LIESKE.  THE STATION MARK IS
 MJ1130'IN FIELD ABOUT 0.3 MILE SW OF HOUSE, 176 FEET W OF FENCE, 159.5
 MJ1130'FEET WSW OF PUMP, AND ABOUT 500 FEET W OF ROAD.  MARK IS
 MJ1130'UNDERGROUND 12 INCHES AND SET.
 MJ1130'
 MJ1130'REFERENCE MARK NO. 1, 1930 IS NE OF THE STATION, 12 FEET S OF
 MJ1130'GATEPOST, AT DRIVE TO HOUSE, 21 FEET W OF CENTER LINE OF ROAD, AND
 MJ1130'100 FEET SE OF SE CORNER OF MR. LIESKES HOUSE.  THE MARK PROJECTS
 MJ1130'4 INCHES AND IS SET.  REFERENCE MARK NO. 2,
 MJ1130'1930 IS SE OF THE STATION IN FENCE CORNER, 1-1/2 FEET NE OF
 MJ1130'CORNER FENCE POST.  THE MARK PROJECTS 3 INCHES AND IS SET.
 MJ1130'REFERENCE MARK NO. 3, 1934 IS ENE OF
 MJ1130'STATION, 4 FEET S OF WELL PUMP, AND 17 FEET W OF FENCE LINE.
 MJ1130'THE MARK PROJECTS 6 INCHES AND IS SET.
 MJ1130'THE DISTANCE BETWEEN REFERENCE MARK NO. 2, 1930 AND
 MJ1130'REFERENCE MARK NO. 3, 1934 IS 163.84 FEET.
 MJ1130'
 MJ1130'TO REACH THE STATION FROM EXIRA GO E ON COUNTY ROUTE J, FROM ITS
 MJ1130'JUNCTION WITH U.S. HIGHWAY 71, FOR 3.55 MILES.  COUNTY ROUTE J
 MJ1130'TURNS S HERE.  CONTINUE E ON MAIN-TRAVELED ROAD 1.5 MILES TO
 MJ1130'CURVE S, THENCE S FROM CURVE 0.1 MILE TO T-INTERSECTION, THENCE
 MJ1130'E 1.0 MILE TO T-INTERSECTION, THENCE N 1.0 MILE TO
 MJ1130'T-INTERSECTION, TURN E AND GO 4.0 MILES TO T-INTERSECTION, THENCE
 MJ1130'S 0.3 MILE TO FARMHOUSE ON RIGHT.  FOLLOW DRIVE THROUGH BARN
 MJ1130'LOT AND HOG LOT, ON S SIDE OF BARN, THENCE S THROUGH FIELD TO
 MJ1130'PUMP, THENCE W 160 FEET TO STATION.
 MJ1130'
 MJ1130'A 100-FOOT SIGNAL AT EXIRA 1930 IS VISIBLE FROM THE GROUND.
 MJ1130'
 MJ1130'AN 87-FOOT SIGNAL AT VIOLA 1930 IS VISIBLE FROM THE GROUND.
 MJ1130'
 MJ1130'A 100-FOOT SIGNAL ZOOK IS VISIBLE AT 38 FEET.
 MJ1130'
 MJ1130'A 100-FOOT SIGNAL AT ANITA IS VISIBLE FROM THE GROUND.
 MJ1130
 MJ1130                          STATION RECOVERY (1977)
 MJ1130
 MJ1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MJ1130'THIS STATION WAS SEARCHED FOR AND NOT FOUND, THE AREA AT THE STATION
 MJ1130'IS NOW A FIELD UNDER-CULTIVATION AND THE ROAD IN THE AREA HAS BEEN
 MJ1130'WIDENED AND IT IS BELIEVED REFERENCE MARK 1 WAS DESTROYED AT THAT
 MJ1130'TIME.  IT IS BELIEVED THAT THE UNDERGROUND STATION MARK COULD
 MJ1130'STILL BE INTACT AND PROBABLY THE SURFACE STATION MARK AS IT WAS
 MJ1130'ORIGINALLY SET 12 INCHES BELOW THE GROUND SURFACE.
 MJ1130'
 MJ1130'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES EAST OF
 MJ1130'EXIRA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0256 ***********************************************************************
 MK0256  DESIGNATION -  MONDAMIN
 MK0256  PID         -  MK0256
 MK0256  STATE/COUNTY-  IA/HARRISON
 MK0256  USGS QUAD   -  MONDAMIN (1970)
 MK0256
 MK0256                         *CURRENT SURVEY CONTROL
 MK0256  ___________________________________________________________________
 MK0256* NAD 83(1996)-  41 42 51.05655(N)    096 04 24.74927(W)     ADJUSTED  
 MK0256* NAVD 88     -       312.348  (meters)    1024.76   (feet)  ADJUSTED  
 MK0256  ___________________________________________________________________
 MK0256  LAPLACE CORR-          -7.69  (seconds)                    DEFLEC99
 MK0256  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 MK0256  DYNAMIC HT  -         312.218 (meters)    1024.34  (feet)  COMP
 MK0256  MODELED GRAV-     980,199.0   (mgal)                       NAVD 88
 MK0256
 MK0256  HORZ ORDER  -  SECOND
 MK0256  VERT ORDER  -  SECOND    CLASS 0
 MK0256
 MK0256.The horizontal coordinates were established by classical geodetic methods
 MK0256.and adjusted by the National Geodetic Survey in May 1999..
 MK0256
 MK0256.The orthometric height was determined by differential leveling
 MK0256.and adjusted by the National Geodetic Survey in June 1991..
 MK0256
 MK0256.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK0256
 MK0256.The geoid height was determined by GEOID03.
 MK0256
 MK0256.The dynamic height is computed by dividing the NAVD 88
 MK0256.geopotential number by the normal gravity value computed on the
 MK0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0256.degrees latitude (g = 980.6199 gals.).
 MK0256
 MK0256.The modeled gravity was interpolated from observed gravity values.
 MK0256
 MK0256;                    North         East     Units Scale Factor Converg.
 MK0256;SPC IA S     -   193,530.601   285,862.365   MT  0.99998845   -1 41 42.7
 MK0256;SPC NE       -   216,238.373   826,540.080   MT  0.99966518   +2 36 07.4
 MK0256;UTM  14      - 4,622,182.098   743,456.161   MT  1.00032943   +1 56 53.8
 MK0256;UTM  15      - 4,622,608.853   244,306.479   MT  1.00040462   -2 02 46.6
 MK0256
 MK0256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0256!SPC IA S     -   0.99995540  x   0.99998845  =   0.99994385
 MK0256!SPC NE       -   0.99995540  x   0.99966518  =   0.99962060
 MK0256!UTM  14      -   0.99995540  x   1.00032943  =   1.00028482
 MK0256!UTM  15      -   0.99995540  x   1.00040462  =   1.00036000
 MK0256
 MK0256|---------------------------------------------------------------------|
 MK0256| PID    Reference Object                     Distance      Geod. Az  |
 MK0256|                                                           dddmmss.s |
 MK0256| MK0257 MONDAMIN RM 1                        35.726 METERS 08042     |
 MK0256| CL7926 MONDAMIN RM 4 AZIMUTH                              0813549.1 |
 MK0256| MK0258 MONDAMIN AZ MK                                     0921337.7 |
 MK0256| MK1832 MONDAMIN MUNICIPAL TANK             APPROX. 4.2 KM 0961909.2 |
 MK0256| MK0255 MONDAMIN RM 2                        31.541 METERS 31021     |
 MK0256| CL7925 MONDAMIN RM 3                        21.034 METERS 35955     |
 MK0256|---------------------------------------------------------------------|
 MK0256
 MK0256                          SUPERSEDED SURVEY CONTROL
 MK0256
 MK0256  NAD 83(1996)-  41 42 51.05664(N)    096 04 24.74945(W) AD(       ) 2
 MK0256  NAD 83(1986)-  41 42 51.06076(N)    096 04 24.75121(W) AD(       ) 2
 MK0256  NAD 27      -  41 42 51.10400(N)    096 04 23.70500(W) AD(       ) 2
 MK0256  NGVD 29 (??/??/92)  312.204  (m)         1024.29   (f) ADJ UNCH    2 0
 MK0256
 MK0256.Superseded values are not recommended for survey control.
 MK0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0256.See file dsdata.txt to determine how the superseded data were derived.
 MK0256
 MK0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM4345622182(NAD 83)
 MK0256_MARKER: DS = TRIANGULATION STATION DISK
 MK0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0256_STAMPING: MONDAMIN 1947
 MK0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0256+STABILITY: SURFACE MOTION
 MK0256
 MK0256  HISTORY     - Date     Condition        Report By
 MK0256  HISTORY     - 1947     MONUMENTED       CGS
 MK0256  HISTORY     - 1948     GOOD             CGS
 MK0256  HISTORY     - 1948     GOOD             NGS
 MK0256  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0256  HISTORY     - 1974     GOOD             NGS
 MK0256
 MK0256                          STATION DESCRIPTION
 MK0256
 MK0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK0256'STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF MONDAMIN ON THE
 MK0256'EAST BANK OF THE MISSOURI RIVER.  STATION IS 52 FEET SOUTHEAST
 MK0256'OF T ROAD INTERSECTION AND 7.5 FEET SOUTH SOUTHEAST OF WITNESS
 MK0256'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 MK0256'MONDAMIN 1947.
 MK0256'
 MK0256'REFERENCE MARK NO. 1 IS 117.21 FEET EAST OF STATION AND 16 FEET
 MK0256'SOUTH OF THE APPROXIMATE CENTERLINE OF DIRT ROAD.  THE MARK
 MK0256'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED MONDAMIN NO 1
 MK0256'1947.
 MK0256'
 MK0256'REFERENCE MARK NO. 2 IS 103.48 FEET NORTHWEST OF STATION AND 14
 MK0256'FEET EAST OF THE APPROXIMATE CENTERLINE OF DIRT ROAD.  THE MARK
 MK0256'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED MONDAMIN NO
 MK0256'2 1947.
 MK0256'
 MK0256'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE EAST OF STATION, 6 FEET
 MK0256'WEST OF FENCELINE AND 2 FEET WEST OF WITNESS POST.  THE MARK
 MK0256'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED MONDAMIN 1947.
 MK0256'
 MK0256'TO REACH STATION FROM THE POST OFFICE IN MONDAMIN GO WEST AND
 MK0256'NORTH ON U.S. HIGHWAY NO. 75 FOR 0.9 MILE TO CROSS ROAD.  TURN
 MK0256'LEFT AND GO WEST ON DIRT ROAD FOR 1.55 MILES.  TURN LEFT AND GO
 MK0256'SOUTH FOR 0.15 MILE.  THEN GO WEST FOR 0.75 MILE TO STATION
 MK0256'ON LEFT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 MK0256'
 MK0256'TO REACH AZIMUTH FROM STATION GO EAST FOR 0.2 MILE TO FENCELINE
 MK0256'AND AZIMUTH MARK AS DESCRIBED.
 MK0256'
 MK0256'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MK0256
 MK0256                          STATION RECOVERY (1948)
 MK0256
 MK0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK0256'THE STATION MARK, AZIMUTH AND REFERENCE MARKS WERE FOUND AS
 MK0256'DESCRIBED AND IN GOOD CONDITION.  THE MEASUREMENTS WERE CHECKED
 MK0256'AND FOUND CORRECT.  AN ERROR WAS FOUND IN THE 1947 OBSERVATIONS
 MK0256'OF THE AZIMUTH MARK SO A CHECK RUN WAS TAKEN WHICH MEANED.
 MK0256'BELOW IS THE 1947 AND 1948 OBSERVATIONS FOR COMPARISON.
 MK0256
 MK0256                          STATION RECOVERY (1948)
 MK0256
 MK0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MK0256'3.6 MI W FROM MONDAMIN.
 MK0256'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0256'THE STATION AT MONDAMIN, THENCE 1.95 MILES WEST ALONG A DIRT ROAD,
 MK0256'THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.9 MILE WEST
 MK0256'ALONG A DIRT ROAD, AT THE JUNCTION WHERE THE EAST-WEST ROAD JOINS
 MK0256'THE ROAD LEADING SOUTHEAST ALONG THE TOP OF THE DIKE, 51.3 FEET
 MK0256'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL HOUSE, 38.0 FEET SOUTH
 MK0256'OF THE CENTER LINE OF THE EAST-WEST ROAD, 45.0 FEET NORTHEAST OF
 MK0256'THE CENTER LINE OF THE ROAD ON TOP OF THE DIKE, 7.2 FEET SOUTHEAST
 MK0256'OF A REFERENCE POST, A DISK SET IN TOP OF A CONCRETE POST LEVEL
 MK0256'WITH THE GROUND.
 MK0256
 MK0256                          STATION RECOVERY (1970)
 MK0256
 MK0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0256'STATION AND R.M. 2 WERE NOT FOUND.  R.M. 1 FOUND IN GOOD CONDITION.
 MK0256'THE AZIMUTH MARK FOUND DESTROYED.
 MK0256
 MK0256                          STATION RECOVERY (1974)
 MK0256
 MK0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MK0256'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 MK0256'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK MONUMENT WITH DISK
 MK0256'WAS RECOVERED LYING ON TOP THE GROUND AND THE DISTANCE AND
 MK0256'DIRECTION FROM THE STATION MARK TO REFERENCE MARK 2 WERE USED
 MK0256'IN SEARCH FOR REFERENCE MARK 2, BUT IT IS EVIDENT THE MARK HAD
 MK0256'BEEN DESTROYED WHEN SOME LANDSCAPING WAS DONE IN THE AREA.
 MK0256'REFERENCE MARKS 3 AND 4 (AZIMUTH MARK) WERE ESTABLISHED THIS
 MK0256'DATE.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECK
 MK0256'FAVORABLY WITH THE 1948 DATA.  THE MONDAMIN, MUNICIPAL WATER
 MK0256'TANK 1947 WAS USED AS THE TIE LINE FOR OBSERVATIONS OF ALL
 MK0256'OBJECTS LISTED ABOVE THIS DATE.
 MK0256'
 MK0256'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 MK0256'
 MK0256'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF MONDAMIN, NEAR
 MK0256'THE EAST SLOPE OF THE EAST LEVEE OF THE MISSOURI RIVER, IN THE
 MK0256'NORTHWEST CORNER OF A FENCED PASTURE, 69 FEET SOUTH OF A METAL
 MK0256'WITNESS POST SET AT REFERENCE MARK 3, 27 FEET SOUTH OF THE CENTER
 MK0256'OF A TRACK ROAD, 23.5 FEET EAST OF THE CENTER OF THE TRACK ROAD
 MK0256'AND 19 FEET SOUTHEAST OF THE CENTER OF THE TRACK ROAD CURVE
 MK0256'WHERE THE TRACK ROAD CURVES TO THE SOUTH AND GOES UP ON TOP OF
 MK0256'LEVEE.  THE SURFACE STATION MARK IS A STANDARD DISK STAMPED
 MK0256'MONDAMIN 1947, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 MK0256'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 MK0256'
 MK0256'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MONDAMIN NO 1 1947,
 MK0256'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 MK0256'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 48 FEET
 MK0256'SOUTH OF A METAL WITNESS POST SET IN AN EAST-WEST FENCE LINE
 MK0256'AND 18 FEET SOUTH OF THE CENTER OF THE TRACK ROAD.
 MK0256'
 MK0256'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MONDAMIN 1947 NO
 MK0256'3 1974, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH
 MK0256'A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A 6 INCH SQUARE
 MK0256'TILE AND FLUSH WITH THE GROUND SURFACE.  IT IS 1.5 FEET WEST
 MK0256'OF THE METAL WITNESS POST AND 0.8 FOOT SOUTH OF THE EAST-WEST
 MK0256'FENCE.
 MK0256'
 MK0256'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MONDAMIN 1947 NO
 MK0256'4 1974, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH
 MK0256'A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A 6 INCH SQUARE
 MK0256'TILE AND FLUSH WITH THE GROUND SURFACE.  IT IS 17.8 FEET WEST
 MK0256'OF THE WEST-END GATE POST IN AN EAST-WEST FENCE, 0.8 FOOT EAST
 MK0256'OF A METAL WITNESS POST AND 0.6 FOOT NORTH OF THE FENCE.
 MK0256'
 MK0256'TO REACH THE STATION FROM THE POST OFFICE IN MONDAMIN, GO WEST
 MK0256'ON PAVED ROAD FOR 1.2 MILE TO THE TOP CENTER OF OVERPASS OVER
 MK0256'INTERSTATE 29, CONTINUE WEST FOR 0.35 MILE TO A T-ROAD.  TURN
 MK0256'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.5 MILE TO A T-ROAD.
 MK0256'TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR 0.8 MILE TO
 MK0256'FARMYARD.  PASS BETWEEN TWO BARNS, ENTER GATE IN NORTH-SOUTH
 MK0256'FENCE.  THENCE TURN SHARP LEFT AND PASS THROUGH GATE IN
 MK0256'EAST-WEST FENCE AND FOLLOW TRACK ROAD SOUTHWEST ACROSS PASTURE
 MK0256'FOR 0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 MK0256'SOUTH AND SOUTHWEST ON THE TRACK ROAD ACROSS PASTURE
 MK0256'FOR 0.2 MILE TO A POINT WHERE A FENCE GOES NORTH AND SOUTH.
 MK0256'TURN LEFT, LEAVING THE TRACK ROAD AND GO SOUTH TO THE
 MK0256'NORTH-SOUTH FENCE AND ALONG THE WEST SIDE OF THE FENCE FOR
 MK0256'0.15 MILE TO A GATE AND THE (AZIMUTH MARK) REFERENCE MARK
 MK0256'4 AS DESCRIBED.  PASS THROUGH THE GATE.  THENCE TURN RIGHT AND
 MK0256'GO WEST ON A TRACK ROAD FOR 0.2 MILE TO WHERE THE ROAD
 MK0256'CURVES SOUTH AND GOES UP ON THE RIVER LEVEE AND THE STATION
 MK0256'ON THE LEFT.
 MK0256'
 MK0256'NOTE--OBTAIN PERMISSION TO TRAVEL ACROSS PASTURES FROM FARMER
 MK0256'AT THE FARMYARD MENTIONED IN THE DESCRIPTION.  EXTREME CAUTION
 MK0256'SHOULD BE USED IN CONTACT OF PROPERTY OWNERS.
 MK0256'
 MK0256'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 MK0256'WEST OF MONDAMIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0258 ***********************************************************************
 MK0258  DESIGNATION -  MONDAMIN AZ MK
 MK0258  PID         -  MK0258
 MK0258  STATE/COUNTY-  IA/HARRISON
 MK0258  USGS QUAD   -  MONDAMIN (1970)
 MK0258
 MK0258                         *CURRENT SURVEY CONTROL
 MK0258  ___________________________________________________________________
 MK0258* NAD 83(1986)-  41 42 52.     (N)    096 04 07.     (W)     SCALED    
 MK0258* NAVD 88     -       312.316  (meters)    1024.66   (feet)  ADJUSTED  
 MK0258  ___________________________________________________________________
 MK0258  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 MK0258  DYNAMIC HT  -         312.186 (meters)    1024.23  (feet)  COMP
 MK0258  MODELED GRAV-     980,198.5   (mgal)                       NAVD 88
 MK0258
 MK0258  VERT ORDER  -  SECOND    CLASS 0
 MK0258
 MK0258.The horizontal coordinates were scaled from a topographic map and have
 MK0258.an estimated accuracy of +/- 6 seconds.
 MK0258
 MK0258.The orthometric height was determined by differential leveling
 MK0258.and adjusted by the National Geodetic Survey in June 1991..
 MK0258
 MK0258.The geoid height was determined by GEOID03.
 MK0258
 MK0258.The dynamic height is computed by dividing the NAVD 88
 MK0258.geopotential number by the normal gravity value computed on the
 MK0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0258.degrees latitude (g = 980.6199 gals.).
 MK0258
 MK0258.The modeled gravity was interpolated from observed gravity values.
 MK0258
 MK0258;                    North         East    Units  Estimated Accuracy
 MK0258;SPC IA S     -   193,550.      286,270.      MT  (+/- 180 meters Scaled)
 MK0258
 MK0258                          SUPERSEDED SURVEY CONTROL
 MK0258
 MK0258  NGVD 29 (??/??/92)  312.172  (m)         1024.18   (f) ADJ UNCH    2 0
 MK0258
 MK0258.Superseded values are not recommended for survey control.
 MK0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0258.See file dsdata.txt to determine how the superseded data were derived.
 MK0258
 MK0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM438222(NAD 83)
 MK0258_MARKER: DZ = AZIMUTH MARK DISK
 MK0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0258_STAMPING: MONDAMIN 1947
 MK0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0258+STABILITY: SURFACE MOTION
 MK0258
 MK0258  HISTORY     - Date     Condition        Report By
 MK0258  HISTORY     - 1947     MONUMENTED       CGS
 MK0258  HISTORY     - 1948     GOOD             NGS
 MK0258
 MK0258                          STATION DESCRIPTION
 MK0258
 MK0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0258'3.4 MI W FROM MONDAMIN.
 MK0258'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0258'THE STATION AT MONDAMIN, THENCE 1.95 MILES WEST ALONG A DIRT ROAD,
 MK0258'THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.65 MILE WEST
 MK0258'ALONG A DIRT ROAD, 175.0 FEET SOUTH ALONG A FENCE LINE FROM A
 MK0258'POINT ON THE CENTER LINE OF THE DIRT ROAD LEADING WEST FROM A
 MK0258'SLIGHT S CURVE, 1.4 FEET WEST OF A REFERENCE POST, 0.6 FOOT WEST
 MK0258'OF A FENCE, AN AZIMUTH MARK DISK SET IN TOP OF A CONCRETE POST
 MK0258'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK1832 ***********************************************************************
 MK1832  DESIGNATION -  MONDAMIN MUNICIPAL TANK
 MK1832  PID         -  MK1832
 MK1832  STATE/COUNTY-  IA/HARRISON
 MK1832  USGS QUAD   -  MONDAMIN (1970)
 MK1832
 MK1832                         *CURRENT SURVEY CONTROL
 MK1832  ___________________________________________________________________
 MK1832* NAD 83(1996)-  41 42 36.13994(N)    096 01 25.45778(W)     ADJUSTED  
 MK1832* NAVD 88     -                                                        
 MK1832  ___________________________________________________________________
 MK1832  LAPLACE CORR-          -7.33  (seconds)                    DEFLEC99
 MK1832  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 MK1832
 MK1832  HORZ ORDER  -  THIRD
 MK1832
 MK1832.The horizontal coordinates were established by classical geodetic methods
 MK1832.and adjusted by the National Geodetic Survey in May 1999..
 MK1832
 MK1832
 MK1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1832
 MK1832.The geoid height was determined by GEOID03.
 MK1832
 MK1832;                    North         East     Units Scale Factor Converg.
 MK1832;SPC IA S     -   192,949.170   289,991.833   MT  0.99998781   -1 39 44.6
 MK1832;UTM  14      - 4,621,864.155   747,615.703   MT  1.00035458   +1 58 52.7
 MK1832;UTM  15      - 4,622,001.904   248,433.974   MT  1.00037885   -2 00 46.6
 MK1832
 MK1832                          SUPERSEDED SURVEY CONTROL
 MK1832
 MK1832  NAD 83(1996)-  41 42 36.14003(N)    096 01 25.45792(W) AD(       ) 4
 MK1832  NAD 83(1986)-  41 42 36.14358(N)    096 01 25.45917(W) AD(       ) 4
 MK1832  NAD 27      -  41 42 36.18800(N)    096 01 24.43300(W) AD(       ) 3
 MK1832
 MK1832.Superseded values are not recommended for survey control.
 MK1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1832.See file dsdata.txt to determine how the superseded data were derived.
 MK1832
 MK1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM4761621864(NAD 83)
 MK1832_MARKER: 53 = ELEVATED TANK
 MK1832
 MK1832  HISTORY     - Date     Condition        Report By
 MK1832  HISTORY     - 1948     FIRST OBSERVED   CGS
 MK1832
 MK1832                          STATION DESCRIPTION
 MK1832
 MK1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1832'STATION IS LOCATED IN THE TOWN OF MONDAMIN ABOUT ONE BLOCK
 MK1832'SOUTHWEST OF THE POST OFFICE AND 50 FEET EAST OF THE NORTHWESTERN
 MK1832'RAILROAD DEPOT.
 MK1832'
 MK1832'THE TANK IS OF STEEL CONSTRUCTION, 125 FEET HIGH, PAINTED
 MK1832'SILVER, FOUR-LEGGED, 35 FEET SQUARE AT THE BASE AND HAS THE WORD,
 MK1832'MONDAMIN, PAINTED ON IT IN BLACK LETTERS.
 MK1832'
 MK1832'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0257 ***********************************************************************
 MK0257  DESIGNATION -  MONDAMIN RM 1
 MK0257  PID         -  MK0257
 MK0257  STATE/COUNTY-  IA/HARRISON
 MK0257  USGS QUAD   -  MONDAMIN (1970)
 MK0257
 MK0257                         *CURRENT SURVEY CONTROL
 MK0257  ___________________________________________________________________
 MK0257* NAD 83(1986)-  41 42 51.     (N)    096 04 24.     (W)     SCALED    
 MK0257* NAVD 88     -       312.262  (meters)    1024.48   (feet)  ADJUSTED  
 MK0257  ___________________________________________________________________
 MK0257  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 MK0257  DYNAMIC HT  -         312.132 (meters)    1024.05  (feet)  COMP
 MK0257  MODELED GRAV-     980,198.9   (mgal)                       NAVD 88
 MK0257
 MK0257  VERT ORDER  -  SECOND    CLASS 0
 MK0257
 MK0257.The horizontal coordinates were scaled from a topographic map and have
 MK0257.an estimated accuracy of +/- 6 seconds.
 MK0257
 MK0257.The orthometric height was determined by differential leveling
 MK0257.and adjusted by the National Geodetic Survey in June 1991..
 MK0257
 MK0257.The geoid height was determined by GEOID03.
 MK0257
 MK0257.The dynamic height is computed by dividing the NAVD 88
 MK0257.geopotential number by the normal gravity value computed on the
 MK0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0257.degrees latitude (g = 980.6199 gals.).
 MK0257
 MK0257.The modeled gravity was interpolated from observed gravity values.
 MK0257
 MK0257;                    North         East    Units  Estimated Accuracy
 MK0257;SPC IA S     -   193,530.      285,880.      MT  (+/- 180 meters Scaled)
 MK0257
 MK0257                          SUPERSEDED SURVEY CONTROL
 MK0257
 MK0257  NGVD 29 (??/??/92)  312.118  (m)         1024.01   (f) ADJ UNCH    2 0
 MK0257
 MK0257.Superseded values are not recommended for survey control.
 MK0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0257.See file dsdata.txt to determine how the superseded data were derived.
 MK0257
 MK0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM434221(NAD 83)
 MK0257_MARKER: DR = REFERENCE MARK DISK
 MK0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0257_STAMPING: MONDAMIN NO 1 1947
 MK0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0257+STABILITY: SURFACE MOTION
 MK0257
 MK0257  HISTORY     - Date     Condition        Report By
 MK0257  HISTORY     - 1947     MONUMENTED       CGS
 MK0257  HISTORY     - 1948     GOOD             NGS
 MK0257
 MK0257                          STATION DESCRIPTION
 MK0257
 MK0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0257'2.6 MI W FROM MONDAMIN.
 MK0257'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0257'THE STATION AT MONDAMIN, THENCE 1.95 MILES WEST ALONG A DIRT ROAD,
 MK0257'THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.9 MILE WEST
 MK0257'ALONG A DIRT ROAD, AT THE JUNCTION WHERE THE EAST-WEST ROAD JOINS
 MK0257'THE ROAD LEADING SOUTHEAST ALONG THE TOP OF THE DIKE, 117.21 FEET
 MK0257'EAST OF THE MONDAMIN TRIANGULATION STATION, 64.2 FEET NORTHEAST
 MK0257'OF THE NORTHEAST CORNER OF THE HOUSE, 30.6 FEET NORTH OF THE
 MK0257'NORTHEAST CORNER OF A WOOD SHED, 21.0 FEET SOUTH OF THE CENTER
 MK0257'LINE OF THE EAST-WEST ROAD, A REFERENCE MARK DISK SET IN TOP OF A
 MK0257'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0255 ***********************************************************************
 MK0255  DESIGNATION -  MONDAMIN RM 2
 MK0255  PID         -  MK0255
 MK0255  STATE/COUNTY-  IA/HARRISON
 MK0255  USGS QUAD   -  MONDAMIN (1970)
 MK0255
 MK0255                         *CURRENT SURVEY CONTROL
 MK0255  ___________________________________________________________________
 MK0255* NAD 83(1986)-  41 42 51.     (N)    096 04 24.     (W)     SCALED    
 MK0255* NAVD 88     -       313.415  (meters)    1028.26   (feet)  ADJUSTED  
 MK0255  ___________________________________________________________________
 MK0255  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 MK0255  DYNAMIC HT  -         313.285 (meters)    1027.84  (feet)  COMP
 MK0255  MODELED GRAV-     980,198.9   (mgal)                       NAVD 88
 MK0255
 MK0255  VERT ORDER  -  SECOND    CLASS 0
 MK0255
 MK0255.The horizontal coordinates were scaled from a topographic map and have
 MK0255.an estimated accuracy of +/- 6 seconds.
 MK0255
 MK0255.The orthometric height was determined by differential leveling
 MK0255.and adjusted by the National Geodetic Survey in June 1991..
 MK0255
 MK0255.The geoid height was determined by GEOID03.
 MK0255
 MK0255.The dynamic height is computed by dividing the NAVD 88
 MK0255.geopotential number by the normal gravity value computed on the
 MK0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0255.degrees latitude (g = 980.6199 gals.).
 MK0255
 MK0255.The modeled gravity was interpolated from observed gravity values.
 MK0255
 MK0255;                    North         East    Units  Estimated Accuracy
 MK0255;SPC IA S     -   193,530.      285,880.      MT  (+/- 180 meters Scaled)
 MK0255
 MK0255                          SUPERSEDED SURVEY CONTROL
 MK0255
 MK0255  NGVD 29 (??/??/92)  313.271  (m)         1027.79   (f) ADJ UNCH    2 0
 MK0255
 MK0255.Superseded values are not recommended for survey control.
 MK0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0255.See file dsdata.txt to determine how the superseded data were derived.
 MK0255
 MK0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM434221(NAD 83)
 MK0255_MARKER: DR = REFERENCE MARK DISK
 MK0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0255_STAMPING: MONDAMIN NO 2 1947
 MK0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0255+STABILITY: SURFACE MOTION
 MK0255
 MK0255  HISTORY     - Date     Condition        Report By
 MK0255  HISTORY     - 1947     MONUMENTED       CGS
 MK0255  HISTORY     - 1948     GOOD             NGS
 MK0255
 MK0255                          STATION DESCRIPTION
 MK0255
 MK0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0255'3.6 MI W FROM MONDAMIN.
 MK0255'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 MK0255'STATION AT MONDAMIN, THENCE 1.95 MILES WEST ALONG A DIRT ROAD,
 MK0255'THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.9 MILE WEST ALONG
 MK0255'A DIRT ROAD, AT THE JUNCTION WHERE THE EAST-WEST ROAD JOINS THE
 MK0255'ROAD LEADING SOUTHEAST ALONG THE TOP OF THE DIKE, 103.48 FEET
 MK0255'NORTHWEST OF THE MONDAMIN TRIANGULATION STATION, 27.0 FEET NORTH
 MK0255'OF A POINT ON THE CENTER LINE OF THE EAST-WEST ROAD, 13.0 FEET
 MK0255'NORTHEAST OF THE CENTER LINE OF THE NORTHWEST-SOUTHEAST ROAD,
 MK0255'A DISK SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 MK0255'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0836 ***********************************************************************
 ON0836  DESIGNATION -  MONONA
 ON0836  PID         -  ON0836
 ON0836  STATE/COUNTY-  IA/CLAYTON
 ON0836  USGS QUAD   -  MONONA (1971)
 ON0836
 ON0836                         *CURRENT SURVEY CONTROL
 ON0836  ___________________________________________________________________
 ON0836* NAD 83(1996)-  43 03 34.33152(N)    091 23 59.50175(W)     ADJUSTED  
 ON0836* NAVD 88     -       371.25   (+/-2cm)    1218.0    (feet)  VERTCON   
 ON0836  ___________________________________________________________________
 ON0836  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 ON0836  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 ON0836
 ON0836  HORZ ORDER  -  SECOND
 ON0836  VERT ORDER  -  THIRD ? (See Below)
 ON0836
 ON0836.The horizontal coordinates were established by classical geodetic methods
 ON0836.and adjusted by the National Geodetic Survey in May 1999..
 ON0836
 ON0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0836.The vertical order pertains to the NGVD 29 superseded value.
 ON0836
 ON0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0836
 ON0836.The geoid height was determined by GEOID03.
 ON0836
 ON0836;                    North         East     Units Scale Factor Converg.
 ON0836;SPC IA N     - 1,175,355.965 1,671,058.938   MT  0.99996872   +1 25 24.1
 ON0836;UTM  15      - 4,768,668.698   630,299.824   MT  0.99980886   +1 05 33.6
 ON0836
 ON0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0836!SPC IA N     -   0.99994663  x   0.99996872  =   0.99991536
 ON0836!UTM  15      -   0.99994663  x   0.99980886  =   0.99975550
 ON0836
 ON0836|---------------------------------------------------------------------|
 ON0836| PID    Reference Object                     Distance      Geod. Az  |
 ON0836|                                                           dddmmss.s |
 ON0836| CI5978 MONONA RM 1                          24.245 METERS 03156     |
 ON0836| ON0834 MONONA WATER TANK                   APPROX. 1.0 KM 1293048.9 |
 ON0836| ON0835 MONONA ST PATRICKS CH SPIRE         APPROX. 1.6 KM 1344402.1 |
 ON0836| CI5979 MONONA RM 2                          25.533 METERS 14027     |
 ON0836| NJ0792 GUNDER MARION EV LUTH CH SPIRE      APPROX.13.6 KM 2225414.4 |
 ON0836| ON0833 LUANA ST JOHNS LUTH CH SPIRE        APPROX. 4.5 KM 2732949.0 |
 ON0836| ON0874 POSTVILLE ST PAUL LUTH CH           APPROX.13.9 KM 2803432.6 |
 ON0836| ON0877 POSTVILLE MUNICIPAL TANK            APPROX.14.2 KM 2824627.9 |
 ON0836| CI5977 MONONA AZ MK                                       2871910.8 |
 ON0836|---------------------------------------------------------------------|
 ON0836
 ON0836                          SUPERSEDED SURVEY CONTROL
 ON0836
 ON0836  NAD 83(1996)-  43 03 34.33145(N)    091 23 59.50165(W) AD(       ) 2
 ON0836  NAD 83(1986)-  43 03 34.32252(N)    091 23 59.50106(W) AD(       ) 2
 ON0836  NAD 27      -  43 03 34.38270(N)    091 23 59.00560(W) AD(       ) 2
 ON0836  NGVD 29 (07/19/86)  371.29   (m)         1218.1    (f) LEVELING    3  
 ON0836
 ON0836.Superseded values are not recommended for survey control.
 ON0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0836.See file dsdata.txt to determine how the superseded data were derived.
 ON0836
 ON0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH3030068669(NAD 83)
 ON0836_MARKER: DS = TRIANGULATION STATION DISK
 ON0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0836
 ON0836  HISTORY     - Date     Condition        Report By
 ON0836  HISTORY     - 1961     MONUMENTED       CGS
 ON0836
 ON0836                          STATION DESCRIPTION
 ON0836
 ON0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0836'THE STATION IS ABOUT 1 MILE NORTHWEST OF MONONA, IN THE NW 1/4 OF
 ON0836'SEC. 11, T-95-N, R-5-W, AND ON THE PROPERTY OF MR. JOE HEMESATH.
 ON0836'IT 70 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A FRAME
 ON0836'HOUSE, 70 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAYS 52 AND 18,
 ON0836'51 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 39 FEET
 ON0836'NORTHEAST OF A WITNESS POST AND A FENCE CORNER AND 25 FEET
 ON0836'NORTHEAST OF A 30 INCH PINE TREE.  THE MONUMENT IS FLUSH AND
 ON0836'THE DISK IS STAMPED MONONA 1961.
 ON0836'
 ON0836'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MONONA, GO NORTH
 ON0836'ON N WEST STREET FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAYS 52
 ON0836'AND 18.  TURN LEFT AND GO WEST AND NORTH ON THE HIGHWAY FOR 0.7
 ON0836'MILE TO THE STATION ON THE RIGHT.
 ON0836'
 ON0836'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY
 ON0836'ON THE HIGHWAY FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 ON0836'
 ON0836'REFERENCE MARK 1 IS 18 FEET WEST OF THE NORTHWEST CORNER OF
 ON0836'THE HOUSE, 9 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 ON0836'SMALL SHED AND 1 FOOT SOUTH OF A LARGE PROPANE GAS TANK.  THE
 ON0836'MONUMENT IS FLUSH AND THE DISK IS STAMPED MONONA NO 1 1961.
 ON0836'
 ON0836'REFERENCE MARK 2 IS 78 FEET SOUTH OF THE SOUTHWEST CORNER OF
 ON0836'THE HOUSE, 42 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 ON0836'AND 16 FEET WEST OF A 30 INCH PINE TREE.  THE MONUMENT IS FLUSH
 ON0836'AND THE DISK IS STAMPED MONONA NO 2 1961.
 ON0836'
 ON0836'THE AZIMUTH MARK IS 72 FEET NORTH OF THE CENTERLINE OF THE
 ON0836'HIGHWAY, 4 FEET SOUTHWEST OF A WITNESS POST, 3 FEET NORTHEAST OF
 ON0836'A TELEPHONE POLE AND 1 FOOT SOUTH OF A FENCE.  THE MONUMENT
 ON0836'PROJECTS 2 INCHES AND THE DISK IS STAMPED MONONA 1961.
 ON0836'
 ON0836'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8891 ***********************************************************************
 AJ8891  DESIGNATION -  MONONA RESET
 AJ8891  PID         -  AJ8891
 AJ8891  STATE/COUNTY-  IA/CLAYTON
 AJ8891  USGS QUAD   -  MONONA (1971)
 AJ8891
 AJ8891                         *CURRENT SURVEY CONTROL
 AJ8891  ___________________________________________________________________
 AJ8891* NAD 83(1986)-  43 03 12.     (N)    091 23 23.     (W)     SCALED    
 AJ8891* NAVD 88     -       370.28   (meters)    1214.8    (feet)  RESET     
 AJ8891  ___________________________________________________________________
 AJ8891  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 AJ8891
 AJ8891  VERT ORDER  -  THIRD
 AJ8891
 AJ8891.The horizontal coordinates were scaled from a topographic map and have
 AJ8891.an estimated accuracy of +/- 6 seconds.
 AJ8891
 AJ8891.The orthometric height was computed from unverified reset data.
 AJ8891.No vertical observational check was made to the station.
 AJ8891
 AJ8891.The geoid height was determined by GEOID03.
 AJ8891
 AJ8891;                    North         East    Units  Estimated Accuracy
 AJ8891;SPC IA N     - 1,174,690.    1,671,900.      MT  (+/- 180 meters Scaled)
 AJ8891
 AJ8891                          SUPERSEDED SURVEY CONTROL
 AJ8891
 AJ8891.No superseded survey control is available for this station.
 AJ8891
 AJ8891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH311679(NAD 83)
 AJ8891_MARKER: DV = VERTICAL CONTROL DISK
 AJ8891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8891_STAMPING: MONONA RESET 2000
 AJ8891_MARK LOGO: NGS   
 AJ8891_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8891+STABILITY: SURFACE MOTION
 AJ8891
 AJ8891  HISTORY     - Date     Condition        Report By
 AJ8891  HISTORY     - 2000     MONUMENTED       LOCENG
 AJ8891
 AJ8891                          STATION DESCRIPTION
 AJ8891
 AJ8891'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (JH)
 AJ8891'IN MONONA, AT THE LIBRARY, ON THE WEST SIDE OF PAGE STREET, 135.0 FT
 AJ8891'SOUTH OF W. NORTH STREET IN THE LAWN OF LIBRARY, 41.2 FT SOUTHEAST OF
 AJ8891'NORTHEAST CORNER OF LIBRARY BUILDING, 15.5 FEET EAST-NORTHEAST OF
 AJ8891'SOUTHEAST CORNER OF LIBRARY BUILDING, 7.2 FT (2.2 M) WEST OF WEST BACK
 AJ8891'OF WALK, 85.5 FT (26.1 M) SOUTHWEST OF NORTHEST CORNER OF FIRE
 AJ8891'STATION, A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0835 ***********************************************************************
 ON0835  DESIGNATION -  MONONA ST PATRICKS CH SPIRE
 ON0835  PID         -  ON0835
 ON0835  STATE/COUNTY-  IA/CLAYTON
 ON0835  USGS QUAD   -  MONONA (1971)
 ON0835
 ON0835                         *CURRENT SURVEY CONTROL
 ON0835  ___________________________________________________________________
 ON0835* NAD 83(1996)-  43 02 57.56233(N)    091 23 08.90263(W)     ADJUSTED  
 ON0835* NAVD 88     -                                                        
 ON0835  ___________________________________________________________________
 ON0835  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 ON0835  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 ON0835
 ON0835  HORZ ORDER  -  THIRD
 ON0835
 ON0835.The horizontal coordinates were established by classical geodetic methods
 ON0835.and adjusted by the National Geodetic Survey in May 1999..
 ON0835
 ON0835
 ON0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0835
 ON0835.The geoid height was determined by GEOID03.
 ON0835
 ON0835;                    North         East     Units Scale Factor Converg.
 ON0835;SPC IA N     - 1,174,250.216 1,672,231.896   MT  0.99996752   +1 25 58.4
 ON0835;SPC WI S     -   117,507.855   487,101.137   MT  0.99995131   -0 57 07.9
 ON0835;SPC WI S     -   385,523.69  1,598,097.65   sFT  0.99995131   -0 57 07.9
 ON0835;UTM  15      - 4,767,556.372   631,466.195   MT  0.99981262   +1 06 07.4
 ON0835
 ON0835                          SUPERSEDED SURVEY CONTROL
 ON0835
 ON0835  NAD 83(1996)-  43 02 57.56226(N)    091 23 08.90253(W) AD(       ) 4
 ON0835  NAD 83(1986)-  43 02 57.55336(N)    091 23 08.90158(W) AD(       ) 4
 ON0835  NAD 27      -  43 02 57.61200(N)    091 23 08.40600(W) AD(       ) 3
 ON0835
 ON0835.Superseded values are not recommended for survey control.
 ON0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0835.See file dsdata.txt to determine how the superseded data were derived.
 ON0835
 ON0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH3146667556(NAD 83)
 ON0835_MARKER: 90 = CHURCH SPIRE
 ON0835
 ON0835  HISTORY     - Date     Condition        Report By
 ON0835  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0835  HISTORY     - 19960713 GOOD             USPSQD
 ON0835
 ON0835                          STATION DESCRIPTION
 ON0835
 ON0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0835'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED
 ON0835'IN THE EAST SIDE OF MONONA AT THE NORTHEAST ANGLE OF THE
 ON0835'INTERSECTION OF EAST WALNUT AND SOUTH EAST STREETS.  IT IS A
 ON0835'RED AND GREEN SHINGLED ROOF SPIRE, WITH A LARGE GOLD COLORED
 ON0835'CROSS AT THE TOP.  THE CHURCH IS RED BRICK AND THE SPIRE IS ON
 ON0835'THE WEST SIDE.  THE OVERALL HEIGHT IS ABOUT 60 FEET.
 ON0835
 ON0835                          STATION RECOVERY (1996)
 ON0835
 ON0835'RECOVERY NOTE BY US POWER SQUADRON 1996
 ON0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0834 ***********************************************************************
 ON0834  DESIGNATION -  MONONA WATER TANK
 ON0834  PID         -  ON0834
 ON0834  STATE/COUNTY-  IA/CLAYTON
 ON0834  USGS QUAD   -  MONONA (1971)
 ON0834
 ON0834                         *CURRENT SURVEY CONTROL
 ON0834  ___________________________________________________________________
 ON0834* NAD 83(1996)-  43 03 13.71406(N)    091 23 25.41507(W)     ADJUSTED  
 ON0834* NAVD 88     -                                                        
 ON0834  ___________________________________________________________________
 ON0834  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 ON0834  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 ON0834
 ON0834  HORZ ORDER  -  THIRD
 ON0834
 ON0834.The horizontal coordinates were established by classical geodetic methods
 ON0834.and adjusted by the National Geodetic Survey in May 1999..
 ON0834
 ON0834
 ON0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0834
 ON0834.The geoid height was determined by GEOID03.
 ON0834
 ON0834;                    North         East     Units Scale Factor Converg.
 ON0834;SPC IA N     - 1,174,739.143 1,671,845.876   MT  0.99996804   +1 25 47.2
 ON0834;SPC WI S     -   118,012.414   486,735.805   MT  0.99995083   -0 57 19.2
 ON0834;SPC WI S     -   387,179.06  1,596,899.05   sFT  0.99995083   -0 57 19.2
 ON0834;UTM  15      - 4,768,047.442   631,083.065   MT  0.99981138   +1 05 56.4
 ON0834
 ON0834                          SUPERSEDED SURVEY CONTROL
 ON0834
 ON0834  NAD 83(1996)-  43 03 13.71400(N)    091 23 25.41497(W) AD(       ) 4
 ON0834  NAD 83(1986)-  43 03 13.70532(N)    091 23 25.41430(W) AD(       ) 4
 ON0834  NAD 27      -  43 03 13.76800(N)    091 23 24.92700(W) AD(       ) 3
 ON0834
 ON0834.Superseded values are not recommended for survey control.
 ON0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0834.See file dsdata.txt to determine how the superseded data were derived.
 ON0834
 ON0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH3108368047(NAD 83)
 ON0834_MARKER: 53 = ELEVATED TANK
 ON0834
 ON0834  HISTORY     - Date     Condition        Report By
 ON0834  HISTORY     - 1931     FIRST OBSERVED   CGS
 ON0834  HISTORY     - 1961     GOOD             CGS
 ON0834  HISTORY     - 19960713 GOOD             USPSQD
 ON0834
 ON0834                          STATION DESCRIPTION
 ON0834
 ON0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0834'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A FOUR
 ON0834'LEGGED STEEL STRUCTURE PAINTED SILVER, WITH THE LEGEND MONONA ON
 ON0834'THE NORTHWEST AND SOUTHEAST SIDES.  IT IS LOCATED ON THE WEST SIDE
 ON0834'OF MAIN STREET AND SOUTH OF A RAILROAD TRACK, NEAR THE CENTER
 ON0834'OF MONONA.  THE OVERALL HEIGHT IS ABOUT 90 FEET.
 ON0834
 ON0834                          STATION RECOVERY (1996)
 ON0834
 ON0834'RECOVERY NOTE BY US POWER SQUADRON 1996
 ON0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0550 ***********************************************************************
 MH0550  DESIGNATION -  MONROE
 MH0550  PID         -  MH0550
 MH0550  STATE/COUNTY-  IA/MONROE
 MH0550  USGS QUAD   -  AVERY (1968)
 MH0550
 MH0550                         *CURRENT SURVEY CONTROL
 MH0550  ___________________________________________________________________
 MH0550* NAD 83(1996)-  41 06 32.71760(N)    092 38 57.96319(W)     ADJUSTED  
 MH0550* NAVD 88     -       260.     (meters)     853.     (feet)  VERTCON   
 MH0550  ___________________________________________________________________
 MH0550  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 MH0550  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 MH0550
 MH0550  HORZ ORDER  -  FIRST
 MH0550
 MH0550.The horizontal coordinates were established by classical geodetic methods
 MH0550.and adjusted by the National Geodetic Survey in May 1999..
 MH0550
 MH0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0550
 MH0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0550
 MH0550.The geoid height was determined by GEOID03.
 MH0550
 MH0550;                    North         East     Units Scale Factor Converg.
 MH0550;SPC IA S     -   123,511.658   571,439.655   MT  0.99994965   +0 33 37.0
 MH0550;UTM  15      - 4,550,926.211   529,434.480   MT  0.99961066   +0 13 49.8
 MH0550
 MH0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0550!SPC IA S     -   0.99996429  x   0.99994965  =   0.99991395
 MH0550!UTM  15      -   0.99996429  x   0.99961066  =   0.99957497
 MH0550
 MH0550|---------------------------------------------------------------------|
 MH0550| PID    Reference Object                     Distance      Geod. Az  |
 MH0550|                                                           dddmmss.s |
 MH0550| CL9094 MONROE RM 2                          17.804 METERS 00000     |
 MH0550| CL9092 MONROE AZ MK                                       1590833.2 |
 MH0550| CL9093 MONROE RM 1                          17.618 METERS 27604     |
 MH0550|---------------------------------------------------------------------|
 MH0550
 MH0550                          SUPERSEDED SURVEY CONTROL
 MH0550
 MH0550  NAD 83(1986)-  41 06 32.72224(N)    092 38 57.97663(W) AD(       ) 1
 MH0550  NAD 27      -  41 06 32.68780(N)    092 38 57.27480(W) AD(       ) 1
 MH0550  NGVD 29 (07/19/86)  260.     (m)          853.     (f) VERT ANG       
 MH0550
 MH0550.Superseded values are not recommended for survey control.
 MH0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0550.See file dsdata.txt to determine how the superseded data were derived.
 MH0550
 MH0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF2943450926(NAD 83)
 MH0550_MARKER: DS = TRIANGULATION STATION DISK
 MH0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0550
 MH0550  HISTORY     - Date     Condition        Report By
 MH0550  HISTORY     - 1956     MONUMENTED       CGS
 MH0550
 MH0550                          STATION DESCRIPTION
 MH0550
 MH0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0550'THE STATION IS ABOUT 4 MILES SOUTH-SOUTHWEST OF EDDYVILLE,
 MH0550'10 MILES NORTHEAST OF ALBIA, IN SECTION 24, T. 73 N., R 16 W.,
 MH0550'ON PROPERTY OF MR. DICK VAN GENDEREN JR.
 MH0550'
 MH0550'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 AND
 MH0550'137 AND U.S. HIGHWAY 34, IN ALBIA, GO EAST ON U.S. HIGHWAY
 MH0550'34 FOR 9.4 MILES TO THE CROSSROAD INTERSECTION OF COUNTY
 MH0550'ROUTE 213.  TURN LEFT, GO NORTH ON ROUTE 213 FOR 5.15 MILES
 MH0550'TO CROSSROADS.  TURN LEFT, GO 0.35 MILE TO AZIMUTH MARK ON
 MH0550'THE LEFT.  CONTINUE WEST ON GRAVEL ROAD FOR 0.15 MILE TO
 MH0550'CROSSROADS.  TURN RIGHT, GO 0.35 MILE TO SUMMIT OF RIDGE
 MH0550'AND STATION ON THE RIGHT.
 MH0550'
 MH0550'STATION MARKS, ARE STANDARD DISKS, STAMPED MONROE 1956.  THE
 MH0550'SURFACE STATION MARK DISK IS SET IN A SQUARE CONCRETE POST
 MH0550'WHICH PROJECTS 5 INCHES.  IT IS 73 FEET NORTHEAST OF POWER
 MH0550'LINE POLE, 31 FEET EAST OF CENTER OF GRAVEL ROAD, 21
 MH0550'FEET SOUTH OF SOUTH END OF GATE, AND 1 FOOT WEST OF RIGHT-OF-WAY
 MH0550'FENCE.  A STANDARD WITNESS POST WAS SET 3 FEET SOUTH OF
 MH0550'MARK.  THE UNDERGROUND STATION MARK DISK IS SET IN AN IRREGULAR
 MH0550'MASS OF CONCRETE 32 INCHES BELOW GROUND SURFACE.
 MH0550'
 MH0550'REFERENCE MARK 1, A STANDARD DISK, STAMPED MONROE NO 1 1956,
 MH0550'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 MH0550'IT IS 31 FEET EAST OF CENTER OF ROAD, 23 FEET NORTH OF
 MH0550'NORTH END OF GATE, AND 1 FOOT WEST OF RIGHT-OF-WAY FENCE.
 MH0550'
 MH0550'REFERENCE MARK 2, A STANDARD DISK, STAMPED MONROE NO 2 1956,
 MH0550'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MH0550'IT IS 55 FEET NORTH OF POWER LINE POLE, 26 FEET WEST OF
 MH0550'CENTER OF ROAD, AND 1 FOOT WEST OF RIGHT-OF-WAY FENCE.
 MH0550'
 MH0550'AZIMUTH MARK, A STANDARD DISK, STAMPED MONROE 1956, IS SET
 MH0550'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 67
 MH0550'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF HOME OF MR.
 MH0550'MARION KLYN.  30 FEET SOUTH OF CENTER OF GRAVEL ROAD, 4 FEET
 MH0550'EAST OF POWER LINE POLE WITH TRANSFORMER, AND 1 FOOT NORTH
 MH0550'OF RIGHT-OF-WAY FENCE.  A STANDARD WITNESS POST WAS SET 2
 MH0550'FEET EAST OF MARK.
 MH0550'
 MH0550'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0811 ***********************************************************************
 OP0811  DESIGNATION -  MONSTER
 OP0811  PID         -  OP0811
 OP0811  STATE/COUNTY-  IA/OSCEOLA
 OP0811  USGS QUAD   -  MELVIN (1972)
 OP0811
 OP0811                         *CURRENT SURVEY CONTROL
 OP0811  ___________________________________________________________________
 OP0811* NAD 83(1996)-  43 18 51.29209(N)    095 31 27.41647(W)     ADJUSTED  
 OP0811* NAVD 88     -       458.8    (meters)    1505.     (feet)  VERTCON   
 OP0811  ___________________________________________________________________
 OP0811  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 OP0811  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 OP0811
 OP0811  HORZ ORDER  -  SECOND
 OP0811
 OP0811.The horizontal coordinates were established by classical geodetic methods
 OP0811.and adjusted by the National Geodetic Survey in May 1999..
 OP0811
 OP0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0811
 OP0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0811
 OP0811.The geoid height was determined by GEOID03.
 OP0811
 OP0811;                    North         East     Units Scale Factor Converg.
 OP0811;SPC IA N     - 1,203,494.273 1,335,795.940   MT  1.00000904   -1 22 19.0
 OP0811;UTM  15      - 4,798,806.850   295,297.548   MT  1.00011548   -1 43 56.1
 OP0811
 OP0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0811!SPC IA N     -   0.99993236  x   1.00000904  =   0.99994139
 OP0811!UTM  15      -   0.99993236  x   1.00011548  =   1.00004783
 OP0811
 OP0811:                Primary Azimuth Mark                     Grid Az
 OP0811:SPC IA N     -  MONSTER AZ MK                            193 10 29.8
 OP0811:UTM  15      -  MONSTER AZ MK                            193 32 06.9
 OP0811
 OP0811|---------------------------------------------------------------------|
 OP0811| PID    Reference Object                     Distance      Geod. Az  |
 OP0811|                                                           dddmmss.s |
 OP0811| CO3309 MONSTER AZ MK                                      1914810.8 |
 OP0811| OP0812 MONSTER RM 1                          8.243 METERS 22450     |
 OP0811| CO3310 MONSTER RM 2                                       29755     |
 OP0811|---------------------------------------------------------------------|
 OP0811
 OP0811                          SUPERSEDED SURVEY CONTROL
 OP0811
 OP0811  NAD 83(1996)-  43 18 51.29209(N)    095 31 27.41647(W) AD(       ) 2
 OP0811  NAD 83(1996)-  43 18 51.28764(N)    095 31 27.40741(W) AD(       ) 2
 OP0811  NAD 83(1986)-  43 18 51.28826(N)    095 31 27.40723(W) AD(       ) 2
 OP0811  NAD 27      -  43 18 51.39798(N)    095 31 26.37797(W) AD(       ) 2
 OP0811  NGVD 29 (07/19/86)  458.6    (m)         1505.     (f) VERT ANG       
 OP0811
 OP0811.Superseded values are not recommended for survey control.
 OP0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0811.See file dsdata.txt to determine how the superseded data were derived.
 OP0811
 OP0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH9529898807(NAD 83)
 OP0811_MARKER: DS = TRIANGULATION STATION DISK
 OP0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0811_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0811
 OP0811  HISTORY     - Date     Condition        Report By
 OP0811  HISTORY     - 1971     MONUMENTED       NGS
 OP0811
 OP0811                          STATION DESCRIPTION
 OP0811
 OP0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0811'THE STATION IS LOCATED 9.5 MILES NORTH-NORTHWEST OF HARTLEY,
 OP0811'7 MILES SOUTH OF OCHEYEDAN, 2.5 MILES WEST-SOUTHWEST OF MAY
 OP0811'CITY, IN THE SOUTHWEST CORNER OF SECTION 12, T 98 N, R 40 W, IN
 OP0811'THE FRONT YARD OF PROPERTY OWNED AND OCCUPIED BY A.J. MONSTER
 OP0811'(PHONE 735-4175).
 OP0811'
 OP0811'TO REACH THE STATION FROM THE SAINT JOHNS LUTHERAN CHURCH IN
 OP0811'MAY CITY, GO WEST ON THE MAIN STREET FOR 0.15 MILE TO A
 OP0811'T-INTERSECTION.  TURN LEFT AND GO SOUTH AND WEST ON A PAVED
 OP0811'ROAD FOR 1.0 MILE TO A CROSSROAD (MAIN ROAD TURNS LEFT).
 OP0811'CONTINUE WEST ON THE DIRT ROAD FOR 1.95 MILES TO A FARM HOUSE
 OP0811'ON THE RIGHT AND THE STATION.
 OP0811'
 OP0811'THE STATION MARKS ARE STANDARD DISKS STAMPED MONSTER 1971.
 OP0811'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP0811'CONCRETE MONUMENT WHICH IS 1 INCH BELOW GROUND.  IT IS 127
 OP0811'FEET WEST OF THE CENTER OF MR. MONSTERS DRIVEWAY, 37 FEET
 OP0811'NORTH OF THE CENTER OF THE DIRT ROAD, 36.5 FEET EAST OF A
 OP0811'FENCE CORNER, 23 FEET SOUTH-SOUTHEAST OF A 36-INCH SPRUCE
 OP0811'TREE, AND 12.0 FEET EAST-NORTHEAST OF A TELEPHONE COMPANY
 OP0811'UNDERGROUND CABLE MARKER POST.  THE UNDERGROUND DISK IS SET
 OP0811'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 OP0811'BELOW GROUND.
 OP0811'
 OP0811'REFERENCE MARK 1, A STANDARD DISK STAMPED MONSTER NO 1 1971,
 OP0811'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0811'WHICH IS FLUSH WITH THE GROUND.  IT IS 25.4 FEET SOUTHEAST
 OP0811'OF THE FENCE CORNER, 17.0 FEET SOUTHWEST OF THE TELEPHONE COMPANY
 OP0811'POST, AND 16 FEET NORTH OF THE CENTER OF THE ROAD.
 OP0811'
 OP0811'REFERENCE MARK 2, A STANDARD DISK STAMPED MONSTER NO 2 1971,
 OP0811'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0811'WHICH IS FLUSH WITH THE GROUND.  IT IS 35.0 FEET NORTHWEST
 OP0811'OF THE TELEPHONE COMPANY POST, 32 FEET WEST OF THE SPRUCE TREE,
 OP0811'21.4 FEET NORTH OF THE FENCE CORNER, AND 1.0 FOOT EAST OF A
 OP0811'WIRE FENCE.
 OP0811'
 OP0811'THE AZIMUTH MARK, A STANDARD DISK STAMPED MONSTER 1971, IS
 OP0811'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0811'WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS 49 FEET WEST
 OP0811'OF THE CENTER OF COUNTY ROUTE L 58, 1.9 FEET NORTH OF TELEPHONE
 OP0811'POLE 155, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST, 1.0 FOOT
 OP0811'EAST OF A WIRE FENCE, ON LINE WITH THE NORTH WALL OF A FARM
 OP0811'HOUSE ACROSS THE ROAD.
 OP0811'
 OP0811'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 OP0811'DIRT ROAD FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 OP0811'ON ROUTE L 58 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 OP0811'
 OP0811'THE DISTANCE BETWEEN REFERENCE MARKS IS 42.485 FEET, 12.950
 OP0811'METERS.
 OP0811'
 OP0811'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0812 ***********************************************************************
 OP0812  DESIGNATION -  MONSTER RM 1
 OP0812  PID         -  OP0812
 OP0812  STATE/COUNTY-  IA/OSCEOLA
 OP0812  USGS QUAD   -  MELVIN (1972)
 OP0812
 OP0812                         *CURRENT SURVEY CONTROL
 OP0812  ___________________________________________________________________
 OP0812* NAD 83(1996)-  43 18 51.10266(N)    095 31 27.67436(W)     ADJUSTED  
 OP0812* NAVD 88     -       459.4    (meters)    1507.     (feet)  VERTCON   
 OP0812  ___________________________________________________________________
 OP0812  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 OP0812  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 OP0812
 OP0812  HORZ ORDER  -  SECOND
 OP0812
 OP0812.The horizontal coordinates were established by classical geodetic methods
 OP0812.and adjusted by the National Geodetic Survey in May 1999..
 OP0812
 OP0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0812
 OP0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0812
 OP0812.The geoid height was determined by GEOID03.
 OP0812
 OP0812;                    North         East     Units Scale Factor Converg.
 OP0812;SPC IA N     - 1,203,488.567 1,335,789.990   MT  1.00000903   -1 22 19.2
 OP0812;UTM  15      - 4,798,801.182   295,291.562   MT  1.00011551   -1 43 56.3
 OP0812
 OP0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0812!SPC IA N     -   0.99993226  x   1.00000903  =   0.99994129
 OP0812!UTM  15      -   0.99993226  x   1.00011551  =   1.00004776
 OP0812
 OP0812|---------------------------------------------------------------------|
 OP0812| PID    Reference Object                     Distance      Geod. Az  |
 OP0812|                                                           dddmmss.s |
 OP0812| OP0811 MONSTER                               8.243 METERS 04450     |
 OP0812| OP0808 RIESSEN                             APPROX. 9.6 KM 1002208.8 |
 OP0812|---------------------------------------------------------------------|
 OP0812
 OP0812                          SUPERSEDED SURVEY CONTROL
 OP0812
 OP0812  NAD 83(1996)-  43 18 51.10266(N)    095 31 27.67436(W) AD(       ) 2
 OP0812  NAD 83(1996)-  43 18 51.09821(N)    095 31 27.66530(W) AD(       ) 2
 OP0812  NAD 83(1986)-  43 18 51.09885(N)    095 31 27.66509(W) AD(       ) 2
 OP0812  NAD 27      -  43 18 51.20857(N)    095 31 26.63581(W) AD(       ) 2
 OP0812  NGVD 29 (07/19/86)  459.2    (m)         1507.     (f) VERT ANG       
 OP0812
 OP0812.Superseded values are not recommended for survey control.
 OP0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0812.See file dsdata.txt to determine how the superseded data were derived.
 OP0812
 OP0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH9529298801(NAD 83)
 OP0812_MARKER: DR = REFERENCE MARK DISK
 OP0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0812+STABILITY: SURFACE MOTION
 OP0812
 OP0812  HISTORY     - Date     Condition        Report By
 OP0812  HISTORY     - 1971     MONUMENTED       NGS
 OP0812
 OP0812                          STATION DESCRIPTION
 OP0812
 OP0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0812'THE STATION IS LOCATED 9.5 MILES NORTH-NORTHWEST OF HARTLEY,
 OP0812'7 MILES SOUTH OF OCHEYEDAN, 2.5 MILES WEST-SOUTHWEST OF MAY
 OP0812'CITY, IN THE SOUTHWEST CORNER OF SECTION 12, T 98 N, R 40 W, ON
 OP0812'COUNTY ROAD RIGHT-OF-WAY, ADJACENT TO THE FRONT YARD OF
 OP0812'PROPERTY OWNED AND OCCUPIED BY A.J. MONSTER (PHONE 735-4175).
 OP0812'
 OP0812'TO REACH THE STATION FROM THE SAINT JOHNS LUTHERAN CHURCH
 OP0812'IN MAY CITY, GO WEST ON THE MAIN STREET FOR 0.15 MILE TO
 OP0812'A T-INTERSECTION.  TURN LEFT AND GO SOUTH AND WEST ON A
 OP0812'PAVED ROAD FOR 1.0 MILE TO A CROSSROAD (MAIN ROAD TURNS LEFT).
 OP0812'CONTINUE WEST ON THE DIRT ROAD FOR 1.95 MILES TO A FARM HOUSE
 OP0812'ON THE RIGHT AND THE STATION.
 OP0812'
 OP0812'STATION MARK, A STANDARD REFERENCE DISK STAMPED MONSTER NO 1 1971,
 OP0812'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0812'WHICH IS FLUSH WITH THE GROUND.  IT IS 25.4 FEET SOUTHEAST
 OP0812'OF A FENCE CORNER AT THE SOUTHWEST CORNER OF THE YARD, 17.0
 OP0812'FEET SOUTHWEST OF A TELEPHONE COMPANY UNDERGROUND CABLE MARKER
 OP0812'POST, AND 16 FEET NORTH OF THE CENTER OF THE ROAD.
 OP0812'
 OP0812'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0582 ***********************************************************************
 MH0582  DESIGNATION -  MONTEZUMA MUNICIPAL TANK
 MH0582  PID         -  MH0582
 MH0582  STATE/COUNTY-  IA/POWESHIEK
 MH0582  USGS QUAD   -  MONTEZUMA (1979)
 MH0582
 MH0582                         *CURRENT SURVEY CONTROL
 MH0582  ___________________________________________________________________
 MH0582* NAD 83(1996)-  41 35 10.29813(N)    092 31 18.02747(W)     ADJUSTED  
 MH0582* NAVD 88     -                                                        
 MH0582  ___________________________________________________________________
 MH0582  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 MH0582  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 MH0582
 MH0582  HORZ ORDER  -  THIRD
 MH0582
 MH0582.The horizontal coordinates were established by classical geodetic methods
 MH0582.and adjusted by the National Geodetic Survey in May 1999..
 MH0582
 MH0582
 MH0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0582
 MH0582.The geoid height was determined by GEOID03.
 MH0582
 MH0582;                    North         East     Units Scale Factor Converg.
 MH0582;SPC IA S     -   176,606.369   581,573.953   MT  0.99997094   +0 38 39.9
 MH0582;UTM  15      - 4,603,943.935   539,869.464   MT  0.99961956   +0 19 03.0
 MH0582
 MH0582                          SUPERSEDED SURVEY CONTROL
 MH0582
 MH0582  NAD 83(1986)-  41 35 10.31325(N)    092 31 18.03084(W) AD(       ) 4
 MH0582  NAD 27      -  41 35 10.29100(N)    092 31 17.37500(W) AD(       ) 3
 MH0582
 MH0582.Superseded values are not recommended for survey control.
 MH0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0582.See file dsdata.txt to determine how the superseded data were derived.
 MH0582
 MH0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3986903944(NAD 83)
 MH0582_MARKER: 51 = TANK
 MH0582
 MH0582  HISTORY     - Date     Condition        Report By
 MH0582  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0582  HISTORY     - 1968     GOOD             LOCSUR
 MH0582  HISTORY     - 20050710 MARK NOT FOUND   GEOCAC
 MH0582
 MH0582                          STATION DESCRIPTION
 MH0582
 MH0582'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968 (AS)
 MH0582'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MH0582
 MH0582                          STATION RECOVERY (2005)
 MH0582
 MH0582'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MH0582'PRESENT TANK IS A WATERSPHEROID WITH A NAMEPLATE DATED 1979, AND IS
 MH0582'LOCATED ABOUT 60 FEET EAST OF THE COORDINATES, WHICH LIE INSIDE EAST
 MH0582'END OF METAL BUILDING. NO FOOTINGS OR OTHER EVIDENCE OF OLD TANK FOUND
 MH0582'OUTSIDE BUILDING.  APPARENTLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0981 ***********************************************************************
 NJ0981  DESIGNATION -  MONTPORT
 NJ0981  PID         -  NJ0981
 NJ0981  STATE/COUNTY-  IA/JONES
 NJ0981  USGS QUAD   -  MONTICELLO (1980)
 NJ0981
 NJ0981                         *CURRENT SURVEY CONTROL
 NJ0981  ___________________________________________________________________
 NJ0981* NAD 83(1996)-  42 13 32.38390(N)    091 09 51.20354(W)     ADJUSTED  
 NJ0981* NAVD 88     -       252.6    (meters)     829.     (feet)  VERTCON   
 NJ0981  ___________________________________________________________________
 NJ0981  X           -     -96,111.937 (meters)                     COMP
 NJ0981  Y           -  -4,729,376.992 (meters)                     COMP
 NJ0981  Z           -   4,264,346.276 (meters)                     COMP
 NJ0981  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 NJ0981  ELLIP HEIGHT-         220.51  (meters)          (05/06/99) GPS OBS
 NJ0981  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 NJ0981
 NJ0981  HORZ ORDER  -  THIRD
 NJ0981  ELLP ORDER  -  FOURTH    CLASS I
 NJ0981
 NJ0981.This mark is at Monticello Municipal Airport (MXO)
 NJ0981
 NJ0981.The horizontal coordinates were established by GPS observations
 NJ0981.and adjusted by the National Geodetic Survey in May 1999..
 NJ0981
 NJ0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0981
 NJ0981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0981
 NJ0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0981
 NJ0981.The ellipsoidal height was determined by GPS observations
 NJ0981.and is referenced to NAD 83.
 NJ0981
 NJ0981.The geoid height was determined by GEOID03.
 NJ0981
 NJ0981;                    North         East     Units Scale Factor Converg.
 NJ0981;SPC IA N     - 1,083,267.517 1,692,806.278   MT  0.99997494   +1 34 59.0
 NJ0981;UTM  15      - 4,676,463.125   651,498.879   MT  0.99988241   +1 14 02.3
 NJ0981
 NJ0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0981!SPC IA N     -   0.99996542  x   0.99997494  =   0.99994036
 NJ0981!UTM  15      -   0.99996542  x   0.99988241  =   0.99984783
 NJ0981
 NJ0981:                Primary Azimuth Mark                     Grid Az
 NJ0981:SPC IA N     -  MONTPORT AZ MK                           140 22 14.9
 NJ0981:UTM  15      -  MONTPORT AZ MK                           140 43 11.6
 NJ0981
 NJ0981|---------------------------------------------------------------------|
 NJ0981| PID    Reference Object                     Distance      Geod. Az  |
 NJ0981|                                                           dddmmss.s |
 NJ0981| NJ0982 MONTPORT AZ MK                      APPROX. 0.6 KM 1415713.9 |
 NJ0981|---------------------------------------------------------------------|
 NJ0981
 NJ0981                          SUPERSEDED SURVEY CONTROL
 NJ0981
 NJ0981  ELLIP H (11/21/91)  220.45   (m)                       GP(       ) 4 1
 NJ0981  NAD 83(1986)-  42 13 32.39272(N)    091 09 51.20495(W) AD(       ) 3
 NJ0981  NGVD 29 (07/09/90)  252.6    (m)          829.     (f) GPS OBS        
 NJ0981
 NJ0981.Superseded values are not recommended for survey control.
 NJ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0981.See file dsdata.txt to determine how the superseded data were derived.
 NJ0981
 NJ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG5149976463(NAD 83)
 NJ0981_MARKER: DS = TRIANGULATION STATION DISK
 NJ0981_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NJ0981_SP_SET: HEADWALL OF CULVERT
 NJ0981_STAMPING: MONTPORT 1989
 NJ0981_MARK LOGO: NGS   
 NJ0981_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0981+STABILITY: SURFACE MOTION
 NJ0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0981+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NJ0981
 NJ0981  HISTORY     - Date     Condition        Report By
 NJ0981  HISTORY     - 1989     MONUMENTED       NGS
 NJ0981  HISTORY     - 19950626 GOOD             USPSQD
 NJ0981  HISTORY     - 19980805 GOOD             USPSQD
 NJ0981
 NJ0981                          STATION DESCRIPTION
 NJ0981
 NJ0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NJ0981'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHEAST OF MONTICELLO,
 NJ0981'AT THE MONTICELLO MUNICIPAL AIRPORT AND NEAR THE JUNCTION OF THE
 NJ0981'RUNWAY AND ENTRANCE RAMP.  OWNERSHIP--CITY OF MONTICELLO, MONTICELLO,
 NJ0981'IA 52310, PHONE (319) 465-5488.  THE AIRPORT MANAGER IS PAUL
 NJ0981'ELMEGREEN.
 NJ0981'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 151 SOUTH
 NJ0981'(SOUTH MAIN STREET) AND STATE HIGHWAY 38 WEST (EAST OAK STREET), GO
 NJ0981'SOUTHEAST ON STATE HIGHWAY 38 FOR 2.1 KM (1.30 MI) TO THE AIRPORT
 NJ0981'ENTRANCE ON THE ON THE RIGHT.  TURN RIGHT, SOUTHWEST, PASSING THROUGH
 NJ0981'THE GATE ONTO THE APRON AND ENTRANCE RAMP TO THE STOP LINE.  TURN LEFT
 NJ0981'ONTO THE GRASS FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT IN
 NJ0981'HEADWALL.
 NJ0981'THE STATION IS A STANDARD NGS HORIZONTAL STATION MARK DISK.  LOCATED
 NJ0981'46.3 M (151.9 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE RAMP, 38.1 M
 NJ0981'(125.0 FT) NORTHEAST OF THE CENTER OF THE RUNWAY AND 0.3 M (1.0 FT)
 NJ0981'SOUTHEAST OF A FIBERGLASS WITNESS POST.
 NJ0981'DESCRIBED BY M. L. MCCREADY.
 NJ0981
 NJ0981                          STATION RECOVERY (1995)
 NJ0981
 NJ0981'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0981'RECOVERED IN GOOD CONDITION.
 NJ0981
 NJ0981                          STATION RECOVERY (1998)
 NJ0981
 NJ0981'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0982 ***********************************************************************
 NJ0982  DESIGNATION -  MONTPORT AZ MK
 NJ0982  PID         -  NJ0982
 NJ0982  STATE/COUNTY-  IA/JONES
 NJ0982  USGS QUAD   -  MONTICELLO (1980)
 NJ0982
 NJ0982                         *CURRENT SURVEY CONTROL
 NJ0982  ___________________________________________________________________
 NJ0982* NAD 83(1996)-  42 13 18.32913(N)    091 09 36.40598(W)     ADJUSTED  
 NJ0982* NAVD 88     -       257.2    (meters)     844.     (feet)  VERTCON   
 NJ0982  ___________________________________________________________________
 NJ0982  X           -     -95,778.617 (meters)                     COMP
 NJ0982  Y           -  -4,729,678.617 (meters)                     COMP
 NJ0982  Z           -   4,264,028.180 (meters)                     COMP
 NJ0982  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 NJ0982  ELLIP HEIGHT-         225.05  (meters)          (05/06/99) GPS OBS
 NJ0982  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 NJ0982
 NJ0982  HORZ ORDER  -  THIRD
 NJ0982  ELLP ORDER  -  FOURTH    CLASS I
 NJ0982
 NJ0982.This mark is at Monticello Municipal Airport (MXO)
 NJ0982
 NJ0982.The horizontal coordinates were established by GPS observations
 NJ0982.and adjusted by the National Geodetic Survey in May 1999..
 NJ0982
 NJ0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0982
 NJ0982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0982
 NJ0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0982
 NJ0982.The ellipsoidal height was determined by GPS observations
 NJ0982.and is referenced to NAD 83.
 NJ0982
 NJ0982.The geoid height was determined by GEOID03.
 NJ0982
 NJ0982;                    North         East     Units Scale Factor Converg.
 NJ0982;SPC IA N     - 1,082,843.419 1,693,157.488   MT  0.99997547   +1 35 09.0
 NJ0982;UTM  15      - 4,676,036.934   651,847.466   MT  0.99988371   +1 14 11.9
 NJ0982
 NJ0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0982!SPC IA N     -   0.99996470  x   0.99997547  =   0.99994018
 NJ0982!UTM  15      -   0.99996470  x   0.99988371  =   0.99984842
 NJ0982
 NJ0982:                Primary Azimuth Mark                     Grid Az
 NJ0982:SPC IA N     -  MONTPORT                                 320 22 14.8
 NJ0982:UTM  15      -  MONTPORT                                 320 43 11.9
 NJ0982
 NJ0982|---------------------------------------------------------------------|
 NJ0982| PID    Reference Object                     Distance      Geod. Az  |
 NJ0982|                                                           dddmmss.s |
 NJ0982| NJ0981 MONTPORT                            APPROX. 0.6 KM 3215723.8 |
 NJ0982|---------------------------------------------------------------------|
 NJ0982
 NJ0982                          SUPERSEDED SURVEY CONTROL
 NJ0982
 NJ0982  ELLIP H (11/21/91)  224.98   (m)                       GP(       ) 4 1
 NJ0982  NAD 83(1986)-  42 13 18.33795(N)    091 09 36.40738(W) AD(       ) 3
 NJ0982  NGVD 29 (07/09/90)  257.2    (m)          844.     (f) GPS OBS        
 NJ0982
 NJ0982.Superseded values are not recommended for survey control.
 NJ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0982.See file dsdata.txt to determine how the superseded data were derived.
 NJ0982
 NJ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG5184776037(NAD 83)
 NJ0982_MARKER: I = METAL ROD
 NJ0982_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NJ0982_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NJ0982_STAMPING: MONTPORT AZ MK 1989
 NJ0982_MARK LOGO: NGS   
 NJ0982_PROJECTION: FLUSH
 NJ0982_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0982+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NJ0982_ROD/PIPE-DEPTH: 3.6  meters
 NJ0982_SLEEVE-DEPTH  : 0.91 meters
 NJ0982
 NJ0982  HISTORY     - Date     Condition        Report By
 NJ0982  HISTORY     - 1989     MONUMENTED       NGS
 NJ0982  HISTORY     - 19950626 GOOD             USPSQD
 NJ0982  HISTORY     - 19980805 GOOD             USPSQD
 NJ0982
 NJ0982                          STATION DESCRIPTION
 NJ0982
 NJ0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NJ0982'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHEAST OF MONTICELLO,
 NJ0982'AT THE MONTICELLO MUNICIPAL AIRPORT AND NEAR THE SOUTHWEST CORNER OF
 NJ0982'THE CONCRETE PAD OF THE APPROACH STROBE LIGHT OF RUNWAY 31.
 NJ0982'OWNERSHIP--CITY OF MONTICELLO, MONTICELLO, IA 52310, PHONE (319)
 NJ0982'465-5488.  THE AIRPORT MANAGER IS PAUL ELMEGREEN.
 NJ0982'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 151 SOUTH
 NJ0982'(SOUTH MAIN STREET) AND STATE HIGHWAY 38 WEST (EAST OAK STREET), GO
 NJ0982'SOUTHEAST ON STATE HIGHWAY 38 FOR 2.1 KM (1.30 MI) TO THE AIRPORT
 NJ0982'ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTHWEST, PASSING THROUGH THE
 NJ0982'GATE ONTO THE APRON AND ENTRANCE RAMP TO THE JUNCTION OF THE RUNWAY.
 NJ0982'TURN LEFT, SOUTHEAST, ON THE RUNWAY TO THE END OF RUNWAY 31 AND THE
 NJ0982'STATION ON THE LEFT.
 NJ0982'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NJ0982'INTO THE GROUND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.  LOCATED
 NJ0982'29.3 M (96.1 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 7.1 M
 NJ0982'(23.3 FT) EAST OF THE EAST CORNER OF THE TURN-AROUND, 1.3 M (4.3 FT)
 NJ0982'WEST OF THE WEST CORNER OF THE CONCRETE PAD FOR THE STROBE LIGHT OF
 NJ0982'RUNWAY 31 AND 1.3 M (4.3 FT) WEST OF A FIBERGLASS WITNESS POST.
 NJ0982'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NJ0982'DESCRIBED BY M. L. MCCREADY.
 NJ0982
 NJ0982                          STATION RECOVERY (1995)
 NJ0982
 NJ0982'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0982'RECOVERED IN GOOD CONDITION.
 NJ0982
 NJ0982                          STATION RECOVERY (1998)
 NJ0982
 NJ0982'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0803 ***********************************************************************
 LD0803  DESIGNATION -  MONTROSE
 LD0803  PID         -  LD0803
 LD0803  STATE/COUNTY-  IA/LEE
 LD0803  USGS QUAD   -  NAUVOO (1975)
 LD0803
 LD0803                         *CURRENT SURVEY CONTROL
 LD0803  ___________________________________________________________________
 LD0803* NAD 83(1996)-  40 30 52.02441(N)    091 26 40.52505(W)     ADJUSTED  
 LD0803* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 LD0803  ___________________________________________________________________
 LD0803  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 LD0803  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 LD0803
 LD0803  HORZ ORDER  -  FIRST
 LD0803
 LD0803.This mark is at Keokuk Municipal Airport (EOK)
 LD0803
 LD0803.The horizontal coordinates were established by classical geodetic methods
 LD0803.and adjusted by the National Geodetic Survey in May 1999..
 LD0803
 LD0803.The orthometric height was scaled from a topographic map.
 LD0803
 LD0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0803
 LD0803.The geoid height was determined by GEOID03.
 LD0803
 LD0803;                    North         East     Units Scale Factor Converg.
 LD0803;SPC IA S     -    59,187.430   674,182.297   MT  1.00001961   +1 21 14.0
 LD0803;SPC IL W     -   427,893.555   591,701.472   MT  1.00008550   -0 49 49.0
 LD0803;SPC IL W     - 1,403,847.44  1,941,273.91   sFT  1.00008550   -0 49 49.0
 LD0803;SPC MO E     -   519,997.764   169,951.141   MT  1.00001218   -0 36 49.2
 LD0803;UTM  15      - 4,486,020.907   631,770.136   MT  0.99981373   +1 00 38.2
 LD0803
 LD0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0803!SPC IA S     -   0.99997243  x   1.00001961  =   0.99999204
 LD0803!SPC IL W     -   0.99997243  x   1.00008550  =   1.00005792
 LD0803!SPC MO E     -   0.99997243  x   1.00001218  =   0.99998461
 LD0803!UTM  15      -   0.99997243  x   0.99981373  =   0.99978616
 LD0803
 LD0803:                Primary Azimuth Mark                     Grid Az
 LD0803:SPC IA S     -  NAUVOO WATER TANK                        051 11 40.1
 LD0803:SPC IL W     -  NAUVOO WATER TANK                        053 22 43.1
 LD0803:SPC MO E     -  NAUVOO WATER TANK                        053 09 43.3
 LD0803:UTM  15      -  NAUVOO WATER TANK                        051 32 15.9
 LD0803
 LD0803|---------------------------------------------------------------------|
 LD0803| PID    Reference Object                     Distance      Geod. Az  |
 LD0803|                                                           dddmmss.s |
 LD0803| LD0804 NAUVOO WATER TANK                   APPROX. 6.6 KM 0523254.1 |
 LD0803| LD0834 HAMILTON MUNICIPAL TANK             APPROX.16.2 KM 1434753.7 |
 LD0803| LD0842 KEOKUK ST PETERS CATH CHURCH        APPROX.13.8 KM 1602743.2 |
 LD0803| LD0840 KEOKUK STANDARD 4 TIRE WTR TK       APPROX.11.4 KM 1634621.3 |
 LD0803| CL9095 MONTROSE RM 1                                      16538     |
 LD0803| LD0841 LEE CITY POOR FARM WATER TANK       APPROX. 5.9 KM 1835353.4 |
 LD0803| CL9096 MONTROSE RM 2                                      26642     |
 LD0803| LD0870 DONNELSON WATER TANK                APPROX.17.4 KM 3245702.6 |
 LD0803| LD0806 WEST PT ST MARYS CATH CH DOME       APPROX.22.3 KM 3575310.8 |
 LD0803| LD0805 WEST PT ST MARYS CATH CH SPIRE      APPROX.22.3 KM 3575756.4 |
 LD0803| LD0807 WEST POINT MUNICIPAL TANK           APPROX.22.5 KM 3582521.0 |
 LD0803|---------------------------------------------------------------------|
 LD0803
 LD0803                          SUPERSEDED SURVEY CONTROL
 LD0803
 LD0803  NAD 83(1986)-  40 30 52.03443(N)    091 26 40.52556(W) AD(       ) 1
 LD0803  NAD 27      -  40 30 51.87900(N)    091 26 39.96800(W) AD(       ) 1
 LD0803
 LD0803.Superseded values are not recommended for survey control.
 LD0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0803.See file dsdata.txt to determine how the superseded data were derived.
 LD0803
 LD0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE3177086021(NAD 83)
 LD0803_MARKER: DS = TRIANGULATION STATION DISK
 LD0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0803
 LD0803  HISTORY     - Date     Condition        Report By
 LD0803  HISTORY     - 1931     MONUMENTED       CGS
 LD0803  HISTORY     - 1963     SEE DESCRIPTION  USGS
 LD0803  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LD0803
 LD0803                          STATION DESCRIPTION
 LD0803
 LD0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 LD0803'IN TRIANGULAR PARK FORMED BY INTERSECTIONS OF ROUTES 61 AND
 LD0803'161, 8-1/2 MILES NORTH-NORTHWEST OF KECKUK, 1-1/2 MILES SOUTHWEST
 LD0803'OF MONTROSE, ON PROPERTY OWNED BY STATE HIGHWAY DEPARTMENT,
 LD0803'14.9 METERS (49 FEET) SOUTHEAST OF CENTERLINE OF PAVEMENT ON
 LD0803'NORTHWEST SIDE OF TRIANGLE, 14.8 METERS (49 FEET) WEST OF
 LD0803'CENTERLINE OF ROUTE 61, AND 37.8 METERS (124 FEET) SOUTH OF
 LD0803'INTERSECTION OF HIGHWAYS AT NORTHEAST CORNER OF TRIANGLE.
 LD0803'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 LD0803'CONCRETE.  REFERENCE MARKS ARE STANDARD
 LD0803'REFERENCE DISKS IN CONCRETE.  NO. 1 IS IN
 LD0803'SOUTHWEST CORNER OF FIELD, 10 METERS (33 FEET) EAST OF
 LD0803'CENTERLINE OF ROUTE 61, 15 METERS (49 FEET) NORTH OF
 LD0803'CENTERLINE OF EAST-AND-WEST ROAD, AND APPROXIMATELY ONE-HALF MILE
 LD0803'FROM STATION S 14 DEG 22 MIN E.  NO. 2 IS IN
 LD0803'WESTERN CORNER OF TRIANGULAR PARK, 13.7 METERS (45 FEET) NORTH
 LD0803'OF CENTERLINE OF PAVEMENT FORMING SOUTHWEST SIDE OF
 LD0803'TRIANGLE 11.3 METERS (37 FEET) SOUTH OF PAVEMENT FORMING
 LD0803'NORTHWEST SIDE OF TRIANGLE, 37.5 METERS (123 FEET) EAST OF
 LD0803'INTERSECTION OF PAVEMENTS, AND 78.42 METERS (257.3 FEET) FROM
 LD0803'STATION S 86 DEG 42 MIN W.  BEARING FROM STATION TO
 LD0803'SPIRE OF CATHOLIC CHURCH AT NAUVOO, ILL., IS N 50 DEG 44 MIN E.
 LD0803
 LD0803                          STATION RECOVERY (1963)
 LD0803
 LD0803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LD0803'THE LOCATION OF U.S. HWY 61 HAS BEEN CHANGED SINCE THE STATION
 LD0803'WAS ESTABLISHED, THEREFORE, IT IS ASSUMED THAT THE MARK
 LD0803'WAS DESTROYED BY HIGHWAY CONSTRUCTION.
 LD0803
 LD0803                          STATION RECOVERY (1970)
 LD0803
 LD0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LD0803'THE STATION MARK WAS SEARCHED FOR BUT NOT FOUND AND DUE TO
 LD0803'HIGHWAY CHANGES IN THE AREA THE MARK AND THE REFERENCE MARKS
 LD0803'WERE ASSUMED DESTROYED BY ROAD CONSTRUCTION.
 LD0803'
 LD0803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 LD0803'1-1/2 MILES SW OF MONTROSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0804 ***********************************************************************
 MG0804  DESIGNATION -  MORNING SUN WATER TANK
 MG0804  PID         -  MG0804
 MG0804  STATE/COUNTY-  IA/LOUISA
 MG0804  USGS QUAD   -  MORNING SUN (1981)
 MG0804
 MG0804                         *CURRENT SURVEY CONTROL
 MG0804  ___________________________________________________________________
 MG0804* NAD 83(1996)-  41 05 49.99815(N)    091 15 16.92704(W)     ADJUSTED  
 MG0804* NAVD 88     -                                                        
 MG0804  ___________________________________________________________________
 MG0804  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 MG0804  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MG0804
 MG0804  HORZ ORDER  -  THIRD
 MG0804
 MG0804.The horizontal coordinates were established by classical geodetic methods
 MG0804.and adjusted by the National Geodetic Survey in May 1999..
 MG0804
 MG0804
 MG0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0804
 MG0804.The geoid height was determined by GEOID03.
 MG0804
 MG0804;                    North         East     Units Scale Factor Converg.
 MG0804;SPC IA S     -   124,278.900   688,600.334   MT  0.99995000   +1 28 44.3
 MG0804;UTM  15      - 4,551,017.333   646,569.469   MT  0.99986440   +1 08 50.8
 MG0804
 MG0804                          SUPERSEDED SURVEY CONTROL
 MG0804
 MG0804  NAD 83(1986)-  41 05 49.99679(N)    091 15 16.91701(W) AD(       ) 4
 MG0804  NAD 27      -  41 05 49.88000(N)    091 15 16.38600(W) AD(       ) 3
 MG0804
 MG0804.Superseded values are not recommended for survey control.
 MG0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0804.See file dsdata.txt to determine how the superseded data were derived.
 MG0804
 MG0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4656951017(NAD 83)
 MG0804_MARKER: 51 = TANK
 MG0804
 MG0804  HISTORY     - Date     Condition        Report By
 MG0804  HISTORY     - 1931     FIRST OBSERVED   CGS
 MG0804
 MG0804                          STATION DESCRIPTION
 MG0804
 MG0804'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0775 ***********************************************************************
 NJ0775  DESIGNATION -  MORRIS
 NJ0775  PID         -  NJ0775
 NJ0775  STATE/COUNTY-  IA/LINN
 NJ0775  USGS QUAD   -  CEDAR RAPIDS NORTH (1994)
 NJ0775
 NJ0775                         *CURRENT SURVEY CONTROL
 NJ0775  ___________________________________________________________________
 NJ0775* NAD 83(1996)-  42 05 03.00280(N)    091 44 53.04099(W)     ADJUSTED  
 NJ0775* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 NJ0775  ___________________________________________________________________
 NJ0775  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 NJ0775  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 NJ0775
 NJ0775  HORZ ORDER  -  FIRST
 NJ0775
 NJ0775.The horizontal coordinates were established by classical geodetic methods
 NJ0775.and adjusted by the National Geodetic Survey in May 1999..
 NJ0775
 NJ0775.The orthometric height was scaled from a topographic map.
 NJ0775
 NJ0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0775
 NJ0775.The geoid height was determined by GEOID03.
 NJ0775
 NJ0775;                    North         East     Units Scale Factor Converg.
 NJ0775;SPC IA N     - 1,066,389.232 1,644,946.726   MT  0.99999687   +1 11 14.5
 NJ0775;UTM  15      - 4,659,879.568   603,546.228   MT  0.99973193   +0 50 20.9
 NJ0775
 NJ0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0775!SPC IA N     -   0.99996169  x   0.99999687  =   0.99995856
 NJ0775!UTM  15      -   0.99996169  x   0.99973193  =   0.99969363
 NJ0775
 NJ0775|---------------------------------------------------------------------|
 NJ0775| PID    Reference Object                     Distance      Geod. Az  |
 NJ0775|                                                           dddmmss.s |
 NJ0775| CI5981 MORRIS RM 1                          25.007 METERS 09917     |
 NJ0775| NJ0770 MARION FIRST PRESB CH SPIRE         APPROX.13.7 KM 1135020.4 |
 NJ0775| NJ0771 MARION FIRST METH EPIS CH TWR       APPROX.13.7 KM 1135355.2 |
 NJ0775| NJ0772 MARION MUNICIPAL TANK               APPROX.13.6 KM 1140258.5 |
 NJ0775| NJ0768 MARION ST JOSEPHS CATH CHURCH       APPROX.13.6 KM 1152740.7 |
 NJ0775| NJ0773 MARION IOWA RR AND LT CO STACK      APPROX.13.9 KM 1161711.4 |
 NJ0775| MG0864 CEDAR RAPIDS MUNICIPAL TANK         APPROX.15.6 KM 1403934.6 |
 NJ0775| MG0870 CEDAR RAPIDS QUAKER OATS CO TK      APPROX.12.8 KM 1501447.9 |
 NJ0775| NJ0776 URBANA MUNICIPAL TANK               APPROX.18.7 KM 3263625.1 |
 NJ0775| CI5980 MORRIS AZ MK                                       3324507.6 |
 NJ0775| CI5983 MORRIS RM 3                          22.068 METERS 33639     |
 NJ0775| CI5982 MORRIS RM 2                          21.229 METERS 34646     |
 NJ0775|---------------------------------------------------------------------|
 NJ0775
 NJ0775                          SUPERSEDED SURVEY CONTROL
 NJ0775
 NJ0775  NAD 83(1986)-  42 05 02.99943(N)    091 44 53.04783(W) AD(       ) 1
 NJ0775  NAD 27      -  42 05 03.01800(N)    091 44 52.39400(W) AD(       ) 1
 NJ0775
 NJ0775.Superseded values are not recommended for survey control.
 NJ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0775.See file dsdata.txt to determine how the superseded data were derived.
 NJ0775
 NJ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG0354659880(NAD 83)
 NJ0775_MARKER: DS = TRIANGULATION STATION DISK
 NJ0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0775_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NJ0775
 NJ0775  HISTORY     - Date     Condition        Report By
 NJ0775  HISTORY     - 1934     MONUMENTED       CGS
 NJ0775  HISTORY     - 1964     GOOD             CGS
 NJ0775  HISTORY     - 1971     GOOD             NGS
 NJ0775
 NJ0775                          STATION DESCRIPTION
 NJ0775
 NJ0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0775'STATION IS ABOUT 1.5 MILES SW OF TODDVILLE, ABOUT 3 MILES NE
 NJ0775'OF PALO, IN THE SW 1/4 SEC. 14, T 84 N, R 8 W, IN THE SW
 NJ0775'CORNER OF THE PASTURE THAT IS ON THE E SIDE OF THE GROUNDS
 NJ0775'OF THE MONROE TOWNSHIP SCHOOL NO. 1, 14 FEET N OF THE RIGHT-OF-WAY
 NJ0775'FENCE, 16 FEET E OF THE PROPERTY LINE FENCE, 22 FEET NE OF
 NJ0775'THE FENCE CORNER POST, 54 FEET ESE OF THE SE CORNER OF THE
 NJ0775'SCHOOLHOUSE, 33 FEET N OF CENTER LINE OF THE E-W DIRT ROAD.
 NJ0775'THE MARK IS 12 INCHES UNDERGROUND.
 NJ0775'
 NJ0775'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NJ0775'BRONZE DISKS SET IN CONCRETE.
 NJ0775'
 NJ0775'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 1 FOOT S OF THE
 NJ0775'RIGHT-OF-WAY FENCE, 20 FEET N OF CENTER LINE OF ROAD, 97
 NJ0775'FEET E OF THE FENCE CORNER POST, IT PROJECTS 5 INCHES.
 NJ0775'
 NJ0775'REFERENCE MARK NO. 2 IS NNW OF STATION, 6 INCHES W OF THE
 NJ0775'PROPERTY LINE FENCE, IN THE E EDGE OF THE SCHOOLYARD, 46
 NJ0775'FEET NE OF THE NE CORNER OF THE SCHOOLHOUSE, 102 FEET N OF
 NJ0775'CENTER LINE OF THE ROAD, 126.35 FEET NW OF REFERENCE MARK NO.
 NJ0775'1.  IT PROJECTS 8 INCHES.
 NJ0775'
 NJ0775'AZIMUTH MARK IS APPROXIMATELY 1 MILE NNW OF STATION, 24 FEET
 NJ0775'E OF CENTER LINE OF THE N-S DIRT ROAD, 1 FOOT E OF THE
 NJ0775'RIGHT-OF-WAY FENCE, 66 FEET S OF AN E-W T-FENCE.  IT PROJECTS
 NJ0775'12 INCHES.
 NJ0775'
 NJ0775'TO REACH FROM PALO, GO E AND S ON GRAVEL ROAD 1.1 MILES
 NJ0775'TO SIDE ROAD LEADING E AT THE RAILROAD TRACK, THENCE EASTWARD
 NJ0775'OVER WINDING DIRT ROAD THAT CROSSES THE CEDAR RIVER 1.7
 NJ0775'MILES TO TURN N, THENCE N 0.5 MILE TO TURN E, THENCE E 1.3 MILES
 NJ0775'TO T-ROAD, THENCE N 1.3 MILE TO SIDE ROAD LEADING, W, THENCE W
 NJ0775'ON THIS ROAD 0.4 MILE TO THE SCHOOLHOUSE AND THE STATION ON
 NJ0775'THE N.
 NJ0775'
 NJ0775'ALL LIGHTS CAME INTO VIEW AT 40 FEET.
 NJ0775'
 NJ0775'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 NJ0775
 NJ0775                          STATION RECOVERY (1964)
 NJ0775
 NJ0775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WHD)
 NJ0775'THE STATION AND R.M. 2 WERE RECOVERED.  THE STATION IS BURIED
 NJ0775'16 INCHES IN THE GRAVEL DRIVEWAY OF A SMALL WHITE RESIDENCE.
 NJ0775'DESCRIPTION IS ADEQUATE, HOWEVER, THE MONROE TOWNSHIP SCHOOL
 NJ0775'IS NOW A RESIDENCE.  THE STATION IS ALSO NW APPROX. 200 FT.
 NJ0775'FROM ONE OF COLLINS RADIO CORP. MICROWAVE STATIONS.  THE
 NJ0775'STATION MAY BE READILY LOCATED BY THE PUBLISHED TIES TO R.M. 2,
 NJ0775'THE S.E. CORNER OF THE OLD SCHOOL AND FROM THE FENCE CORNER
 NJ0775'NEARBY.  THE RESIDENTS OF BOTH HOUSES ARE MOST COOPERATIVE.
 NJ0775'THE AZIMUTH STATION IS LOCATED ON POSTED LAND AND SPECIAL
 NJ0775'PERMISSION TO OCCUPY SAME IS REQUIRED.  R.M. 2 WAS NOT FOUND.
 NJ0775
 NJ0775                          STATION RECOVERY (1971)
 NJ0775
 NJ0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NJ0775'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH
 NJ0775'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 NJ0775'MARK NO. 2 WAS RECOVERED AND FOUND IN GOOD CONDITION BUT WAS
 NJ0775'IN THE WAY OF THE ENTRANCE OF A NEW BUILDING WHICH WAS
 NJ0775'RESENTLY BUILT, AT THE REQUEST OF THE PROPERTY OWNER MR.
 NJ0775'MARVIN C. BENISCHEK THIS MARK WAS REMOVED AND RESET IN A NEW
 NJ0775'LOCATION.  THE OLD ROAD HAS BEEN CLOSED TO THE AZIMUTH MARK.
 NJ0775'THE LINE OF SIGHT WAS OBSTRUCTED BY CORN.  THE DISTANCE TO
 NJ0775'REFERENCE MARK NO. 1 CHECKED.
 NJ0775'
 NJ0775'REFERENCE MARK NO. 3 WAS SET.
 NJ0775'
 NJ0775'FOLLOWING IS A NEW DESCRIPTION.
 NJ0775'
 NJ0775'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 94 AND A
 NJ0775'BLACKTOP ROAD AT THE SOUTHEAST SIDE OF PALO, GO SOUTH-SOUTHEAST
 NJ0775'ON STATE HIGHWAY 94 FOR 0.75 FEET TO A SIDE ROAD ON THE
 NJ0775'LEFT.  TURN LEFT, CROSSING RAILROAD TRACKS AND GO NORTH FOR
 NJ0775'0.05 MILE TO A ROAD FORK.  TURN RIGHT AND GO EAST AND NORTHEAST
 NJ0775'ON A GRAVELED ROAD FOR (CROSSING A RIVER BRIDGE ENROUTE) FOR
 NJ0775'1.75 MILES TO A POINT WHERE THE ROAD TURN NORTH.  TURN LEFT
 NJ0775'AND GO NORTH ON A GRAVELED ROAD FOR 0.5 MILE TO A POINT WHERE
 NJ0775'THE ROAD TURNS EAST.  TURN RIGHT AND GO EAST ON A GRAVELED
 NJ0775'ROAD FOR 1.2 MILES TO A SIDE ROAD ON THE LEFT JUST BEFORE
 NJ0775'REACHING A BRIDGE.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR
 NJ0775'1.3 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 NJ0775'WEST ON A GRAVELED ROAD FOR 0.4 MILE TO A HOUSE AND THE
 NJ0775'STATION ON THE RIGHT.
 NJ0775'
 NJ0775'STATION MARK, A STANDARD DISK STAMPED MORRIS 1934, IS SET
 NJ0775'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 12 INCHES BELOW
 NJ0775'THE SURFACE OF THE GROUND.  IT IS 69 FEET SOUTH OF THE EAST
 NJ0775'SIDE OF THE OVERHEAD DOOR ON A METAL BUILDING, 54 FEET
 NJ0775'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF OLD SCHOOLHOUSE, 13
 NJ0775'FEET SOUTHEAST OF WEST GATE POST, AND 11 FEET WEST OF THE EAST
 NJ0775'GATE POST AT THE EAST GATE.  THE UNDERGROUND MARK WAS NOT
 NJ0775'INSPECTED.
 NJ0775'
 NJ0775'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MORRIS NO. 1
 NJ0775'1934, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 NJ0775'3 INCHES.  IT IS 72 FEET EAST-SOUTHEAST OF THE WEST GATE
 NJ0775'POST FOR THE EAST GATE, 22.5 FEET SOUTHEAST OF THE WEST
 NJ0775'BRACE POST, AND 13 FEET NORTH OF THE CENTER OF GRAVELED
 NJ0775'ROAD.
 NJ0775'
 NJ0775'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MORRIS 1934
 NJ0775'NO. 3 1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 NJ0775'PROJECTS 2 INCHES.  IT IS 2 FEET SOUTH OF THE SOUTHWEST
 NJ0775'CORNER OF A METAL BUILDING.
 NJ0775'
 NJ0775'AZIMUTH MARK, A STANDARD DISK STAMPED MORRIS 1934, IS SET
 NJ0775'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 12 INCHES.
 NJ0775'IT IS 66 FEET SOUTH OF A T-FENCE CORNER POST, 24 FEET EAST OF
 NJ0775'THE CENTER OF ABANDONED ROAD, 6 FEET EAST OF A METAL WITNESS
 NJ0775'POST ATTACHED TO A TREE, 1 FOOT EAST OF A FENCE, AND 1 FOOT
 NJ0775'SOUTH OF A METAL WITNESS POST.
 NJ0775'
 NJ0775'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A DIRT
 NJ0775'ROAD FOR 0.35 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO NORTH
 NJ0775'ON A GRAVELED ROAD FOR 0.3 MILE TO A FARM HOUSE AND END OF THE
 NJ0775'ROAD.  THEN GO NORTH THROUGH FIELDS ALONG THE WEST SIDE
 NJ0775'OF OLD ROAD FOR 0.7 MILE TO THE MARK ON THE RIGHT.
 NJ0775'
 NJ0775'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 NJ0775'MILES NORTHEAST OF PALO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1297 ***********************************************************************
 LF1297  DESIGNATION -  MORRIS
 LF1297  PID         -  LF1297
 LF1297  STATE/COUNTY-  IA/ADAMS
 LF1297  USGS QUAD   -  LENOX (1980)
 LF1297
 LF1297                         *CURRENT SURVEY CONTROL
 LF1297  ___________________________________________________________________
 LF1297* NAD 83(1996)-  40 55 37.49617(N)    094 33 58.89701(W)     ADJUSTED  
 LF1297* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 LF1297  ___________________________________________________________________
 LF1297  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 LF1297  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LF1297
 LF1297  HORZ ORDER  -  FIRST
 LF1297
 LF1297.The horizontal coordinates were established by classical geodetic methods
 LF1297.and adjusted by the National Geodetic Survey in May 1999..
 LF1297
 LF1297.The orthometric height was scaled from a topographic map.
 LF1297
 LF1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1297
 LF1297.The geoid height was determined by GEOID03.
 LF1297
 LF1297;                    North         East     Units Scale Factor Converg.
 LF1297;SPC IA S     -   103,501.289   410,188.644   MT  0.99995973   -0 42 08.7
 LF1297;UTM  15      - 4,531,843.649   368,119.268   MT  0.99981407   -1 01 34.6
 LF1297
 LF1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1297!SPC IA S     -   0.99994630  x   0.99995973  =   0.99990604
 LF1297!UTM  15      -   0.99994630  x   0.99981407  =   0.99976038
 LF1297
 LF1297|---------------------------------------------------------------------|
 LF1297| PID    Reference Object                     Distance      Geod. Az  |
 LF1297|                                                           dddmmss.s |
 LF1297| CL7937 MORRIS RM 1                          38.143 METERS 05131     |
 LF1297| CL7936 MORRIS AZ MK RESET                                 0765338.8 |
 LF1297| CL7939 MORRIS RM 3                          30.931 METERS 13126     |
 LF1297| CL7938 MORRIS RM 2                          40.435 METERS 13239     |
 LF1297| CL7935 MORRIS AZ MK                                       2413217.0 |
 LF1297| CL7940 MORRIS RM 4                          19.205 METERS 27056     |
 LF1297|---------------------------------------------------------------------|
 LF1297
 LF1297                          SUPERSEDED SURVEY CONTROL
 LF1297
 LF1297  NAD 83(1986)-  40 55 37.49431(N)    094 33 58.92933(W) AD(       ) 1
 LF1297  NAD 27      -  40 55 37.53850(N)    094 33 58.05260(W) AD(       ) 1
 LF1297
 LF1297.Superseded values are not recommended for survey control.
 LF1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1297.See file dsdata.txt to determine how the superseded data were derived.
 LF1297
 LF1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF6811931844(NAD 83)
 LF1297_MARKER: DS = TRIANGULATION STATION DISK
 LF1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1297
 LF1297  HISTORY     - Date     Condition        Report By
 LF1297  HISTORY     - 1934     MONUMENTED       CGS
 LF1297  HISTORY     - 1958     GOOD             CGS
 LF1297  HISTORY     - 1966     GOOD             CGS
 LF1297
 LF1297                          STATION DESCRIPTION
 LF1297
 LF1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1297'STATION IS ABOUT 10 MILES SE OF CORNING, AND ABOUT 3 MILES N OF
 LF1297'LENOX, IN THE NE 1/4 OF SECTION 30, T 71 N, R 32 W, ON LAND OWNED
 LF1297'BY C.J. MORRIS.  IT IS ON THE W SIDE OF A SMALL PASTURE LOT, 16
 LF1297'FEET E OF GARDEN FENCE, 33 FEET N OF AN 18-INCH WHITE ASH, WHICH
 LF1297'IS THE MOST NORTHERLY OF A SMALL GROVE, 253 FEET N OF YARD FENCE,
 LF1297'139 FEET W OF THE CENTER LINE OF HIGHWAY 49, 99 FEET W OF THE
 LF1297'FENCE LINE.  MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 LF1297'
 LF1297'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LF1297'BRONZE DISKS SET IN CONCRETE.
 LF1297'
 LF1297'REFERENCE MARK NO. 1 IS NE OF THE STATION, 42 FEET W OF THE
 LF1297'CENTER LINE OF HIGHWAY 49, 1 FOOT W OF THE FENCE LINE, 333 FEET
 LF1297'N OF THE SE FENCE CORNER OF PASTURE LOT.  MARK PROJECTS 6 INCHES.
 LF1297'
 LF1297'REFERENCE MARK NO. 2 IS SE OF THE STATION, 42 FEET W OF THE
 LF1297'CENTER LINE OF HIGHWAY 49, 1 FOOT W OF THE FENCE LINE, 165 FEET
 LF1297'N OF THE SE FENCE CORNER OF PASTURE LOT, 161 FEET N OF AN 18-INCH
 LF1297'PINE TREE, WHICH IS THE MOST EASTERLY OF GROUP.  MARK PROJECTS
 LF1297'6 INCHES.
 LF1297'
 LF1297'AZIMUTH MARK IS SW OF THE STATION, 25 FEET N OF THE CENTER
 LF1297'LINE OF DIRT ROAD, 1 FOOT S OF FENCE LINE, 75 FEET W OF FENCE
 LF1297'CORNER AND GATE POST, 73 FEET N OF W OF W END OF CULVERT.  MARK
 LF1297'PROJECTS 8 INCHES.
 LF1297'
 LF1297'TO REACH FROM LENOX, GO W ON HIGHWAY 49, 0.3 MILE TO TURN
 LF1297'NORTHWARD, THENCE N 3.1 MILES TO STATION ON W SIDE OF ROAD.  TO
 LF1297'REACH AZIMUTH MARK, GO S ON HIGHWAY 49, 0.5 MILE TO DIRT ROAD,
 LF1297'THENCE W 0.85 MILE TO MARK.
 LF1297'
 LF1297'ALL LIGHTS COME INTO VIEW AT 90 FEET.
 LF1297
 LF1297                          STATION RECOVERY (1958)
 LF1297
 LF1297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LF1297'THE STATION WAS RECOVERED AND THE MARKS WERE IN GOOD CONDITION WITH
 LF1297'THE EXCEPTION OF THE AZIMUTH MARK, WHICH HAD BEEN DESTROYED BY ROAD
 LF1297'BUILDING.  THE DISTANCES BETWEEN THE REFERENCE MARKS AND TO
 LF1297'REFERENCE MARK 2 CHECKS.  IT WAS FOUND THE DISTANCE TO REFERENCE
 LF1297'MARK 1 TO BE 125.14 FEET INSTEAD OF 124.92 FEET.  THE DIRECTIONS
 LF1297'TO THE REFERENCE MARKS FAILED TO CHECK BY ABOUT 2 MINUTES.  THE
 LF1297'OLD STATION REFERENCE MARK TRIANGLE COMPUTATION DOES NOT CHECK.
 LF1297'USING THE NEW DISTANCE TO REFERENCE MARK 1 AND THE NEW
 LF1297'DIRECTION TO THE REFERENCE MARKS THE TRIANGLE CHECKS WITH IN
 LF1297'1/2 MINUTE.  A NEW AZIMUTH MARK WAS SET.  THE SMALL PASTURE LOT
 LF1297'IS NOW A PLOWED PLOT, THE 18 INCH WHITE ASH TREE IS GONE, THE
 LF1297'STATION IS 142 FEET WEST OF THE CENTERLINE OF HIGHWAY 49
 LF1297'INSTEAD OF 139 FEET, THE FENCE LINE IS GONE AND THE SURFACE
 LF1297'MARK IS COVERED 0.8 FOOT INSTEAD OF 12 INCHES.  REFERENCE MARK
 LF1297'1 NOW PROJECTS 4 INCHES INSTEAD OF 6 INCHES.  THE FENCE LINE
 LF1297'MENTIONED IN THE DESCRIPTION OF REFERENCE MARK 2 IS GONE, THE
 LF1297'PASTURE LOT HAS DISAPPEARED AND THE MARK IS NOW FLUSH.  THE TO
 LF1297'REACH IS INADEQUATE NOW.  A NEW DESCRIPTION FOLLOWS.
 LF1297'
 LF1297'THE STATION IS ABOUT 10 MILES SOUTHEAST OF CORNING, ABOUT 3 MILES
 LF1297'NORTH OF LENOX, IN THE NORTHEAST 1/4 OF SECTION 30, T.71 N., R. 32
 LF1297'W., ON LAND OWNED BY C.J. MORRIS, 253 FEET NORTH OF YARD FENCE, 142
 LF1297'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 49, 96 FEET
 LF1297'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 16 FEET
 LF1297'EAST OF A GARDEN FENCE, 11 FEET EAST OF A FENCE CORNER, 2 FEET
 LF1297'SOUTHEAST OF A WHITE WITNESS POST, AT THE NORTHWEST
 LF1297'CORNER OF A SMALL PLOWED PLOT AND AT THE NORTHEAST EDGE OF A
 LF1297'SMALL GROVE OF TREES.  THE SURFACE MARK IS 0.8 FOOT
 LF1297'BELOW THE SURFACE AND IS STAMPED MORRIS 1934.  THE UNDERGROUND
 LF1297'MONUMENT IS MARKED.
 LF1297'
 LF1297'REFERENCE MARK 1 IS 76 FEET NORTH OF A FENCE CORNER, 47 FEET
 LF1297'NORTH OF A POWER POLE, 42 FEET WEST OF THE CENTERLINE OF STATE
 LF1297'HIGHWAY 49 AND 1 FOOT WEST OF A FENCE.  THE MONUMENT PROJECTS
 LF1297'4 INCHES.  IT IS MARKED AND THE DISK IS
 LF1297'STAMPED MORRIS NO 1 1934.
 LF1297'
 LF1297'REFERENCE MARK 2 IS 161 FEET NORTH OF AN 18 INCH PINE TREE WHICH
 LF1297'IS THE MOST EASTERLY OF A GROUP, 77 FEET NORTH OF THE CENTERLINE
 LF1297'OF A DRIVEWAY, 42 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 LF1297'49, 38.5 FEET EAST OF THE NORTHEAST CORNER OF A FRAME HOUSE.  THE
 LF1297'MONUMENT IS FLUSH.  IT IS MARKED AND THE
 LF1297'DISK IS STAMPED MORRIS NO 2 1934.
 LF1297'
 LF1297'THE NEW AZIMUTH MARK IS 32 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 LF1297'ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 LF1297'FENCE.  THE MONUMENT IS FLUSH.  IT IS MARKED
 LF1297'AND THE DISK IS STAMPED MORRIS 1934 RESET 1958.
 LF1297'
 LF1297'TO REACH THE STATION FROM THE RAILROAD DEPOT IN LENOX, GO WEST
 LF1297'ON IOWA STREET FOR 0.35 MILE.  TURN RIGHT, NORTH, ON STATE
 LF1297'HIGHWAY 49 (BROOKS STREET) AND GO FOR 3.2 MILES TO THE STATION
 LF1297'ON THE LEFT, WEST, SIDE OF THE HIGHWAY.  TO REACH THE AZIMUTH MARK
 LF1297'FROM THE STATION, FOLLOW STATE HIGHWAY 49 NORTH FOR 0.1 MILE,
 LF1297'TURN RIGHT AND FOLLOW A SIDE ROAD EAST FOR 0.35 MILE TO THE MARK
 LF1297'ON THE LEFT, NORTH SIDE OF THE ROAD.
 LF1297
 LF1297                          STATION RECOVERY (1966)
 LF1297
 LF1297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LF1297'STATION RECOVERED AS DESCRIBED IN 1958 AND ALL MARKS FOUND IN
 LF1297'GOOD CONDITION.  R.M. NO. 1 AND R.M. NO. 2 WERE IN THE WAY OF
 LF1297'FUTURE HIGHWAY CONSTRUCTION SO THESE MARKS WERE MOVED.  THE
 LF1297'DISTANCE TO THESE MARKS AND THE ANGLE BETWEEN THEM WERE CHECKED
 LF1297'BEFORE THEY WERE MOVED.
 LF1297'
 LF1297'TO REACH THE STATION FROM LENOX, FROM THE JUNCTION OF STATE
 LF1297'HIGHWAY 49 AND OHIO STREET ABOUT 3 BLOCKS WEST OF THE BUSINESS
 LF1297'DISTRICT, GO NORTH ON STATE HIGHWAY 49 FOR 3.1 MILES TO A HOUSE
 LF1297'ON LEFT AND STATION TO NORTHWEST.
 LF1297'
 LF1297'THE STATION IS 142 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LF1297'96 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 11 FEET EAST
 LF1297'OF A FENCE CORNER AND 2 FEET SOUTH OF A METAL WITNESS POST THAT WAS
 LF1297'SET IN FENCE LINE.  MARK IS 0.8 FOOT BELOW GROUND.
 LF1297'
 LF1297'R.M. NO. 3 IS 63.5 FEET WEST OF CENTERLINE OF HIGHWAY, 27.5 FEET
 LF1297'NORTHEAST OF NORTHEAST CORNER OF HOUSE AND 1 FOOT SOUTH OF
 LF1297'EAST-WEST YARD FENCE.  MARK IS FLUSH AND DISK IS STAMPED
 LF1297'MORRIS NO 3 1934 1966.
 LF1297'
 LF1297'R.M. NO. 4 IS 53 FEET WEST OF A NORTH-SOUTH FENCE, 5.5 FEET WEST
 LF1297'OF A GATE POST AND 2 FEET SOUTH OF AN EAST-WEST FENCE.  MARK IS
 LF1297'FLUSH AND DISK IS STAMPED MORRIS NO 4 1934 1966.
 LF1297'
 LF1297'THE AZIMUTH MARK RECOVERED AS DESCRIBED IN 1958 AND IS 1 FOOT
 LF1297'WEST OF A METAL WITNESS POST.
 LF1297'
 LF1297'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES NORTH OF
 LF1297'LENOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0589 ***********************************************************************
 NK0589  DESIGNATION -  MORRISON
 NK0589  PID         -  NK0589
 NK0589  STATE/COUNTY-  IA/GRUNDY
 NK0589  USGS QUAD   -  LINCOLN (1971)
 NK0589
 NK0589                         *CURRENT SURVEY CONTROL
 NK0589  ___________________________________________________________________
 NK0589* NAD 83(1996)-  42 21 25.37625(N)    092 39 57.12776(W)     ADJUSTED  
 NK0589* NAVD 88     -       310.7    (meters)    1019.     (feet)  VERTCON   
 NK0589  ___________________________________________________________________
 NK0589  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 NK0589  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 NK0589
 NK0589  HORZ ORDER  -  SECOND
 NK0589
 NK0589.The horizontal coordinates were established by classical geodetic methods
 NK0589.and adjusted by the National Geodetic Survey in May 1999..
 NK0589
 NK0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0589
 NK0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0589
 NK0589.The geoid height was determined by GEOID03.
 NK0589
 NK0589;                    North         East     Units Scale Factor Converg.
 NK0589;SPC IA N     - 1,095,536.600 1,568,716.860   MT  0.99995998   +0 33 55.2
 NK0589;UTM  15      - 4,689,474.258   527,516.732   MT  0.99960932   +0 13 30.4
 NK0589
 NK0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0589!SPC IA N     -   0.99995626  x   0.99995998  =   0.99991624
 NK0589!UTM  15      -   0.99995626  x   0.99960932  =   0.99956560
 NK0589
 NK0589|---------------------------------------------------------------------|
 NK0589| PID    Reference Object                     Distance      Geod. Az  |
 NK0589|                                                           dddmmss.s |
 NK0589| CI5985 MORRISON RM 2                        12.445 METERS 18132     |
 NK0589| NK0619 GRUNDY CO RURAL ELEC TOWER          APPROX. 8.0 KM 2731451.8 |
 NK0589| CI5984 MORRISON RM 1                        12.014 METERS 35805     |
 NK0589|---------------------------------------------------------------------|
 NK0589
 NK0589                          SUPERSEDED SURVEY CONTROL
 NK0589
 NK0589  NAD 83(1996)-  42 21 25.37676(N)    092 39 57.12204(W) AD(       ) 2
 NK0589  NAD 83(1986)-  42 21 25.37594(N)    092 39 57.12056(W) AD(       ) 2
 NK0589  NAD 27      -  42 21 25.43094(N)    092 39 56.40693(W) AD(       ) 2
 NK0589  NGVD 29 (07/19/86)  310.7    (m)         1019.     (f) VERT ANG       
 NK0589
 NK0589.Superseded values are not recommended for survey control.
 NK0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0589.See file dsdata.txt to determine how the superseded data were derived.
 NK0589
 NK0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2751789474(NAD 83)
 NK0589_MARKER: DD = SURVEY DISK
 NK0589_SETTING: 0 = UNSPECIFIED SETTING
 NK0589
 NK0589  HISTORY     - Date     Condition        Report By
 NK0589  HISTORY     - 1970     MONUMENTED       USGS
 NK0589
 NK0589                          STATION DESCRIPTION
 NK0589
 NK0589'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0589'THE STATION IS ABOUT 1.10 MI NNE. OF THE COMMUNITY OF MORRISON,
 NK0589'NEAR THE CENTER OF THE SW. QUARTER OF SEC. 12, T. 87 N., R. 16
 NK0589'W., ON TOP OF A PROMINENT RIDGE NEAR TWO RED WOODEN CORN CRIBS.
 NK0589'
 NK0589'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MORRISON, GO
 NK0589'E. ON ST. HWY. 175 FOR 0.15 MI TO A CROSSROAD, TURN LEFT ON PAVED
 NK0589'RD. AND GO N. FOR 0.8 MI TO A T-RD. E., TURN RIGHT ON GRAVEL
 NK0589'RD. AND GO E. FOR 0.25 MI TO A FENCE N. AND TRAIL N. ON E. SIDE
 NK0589'OF FENCE, TURN LEFT AND FOLLOW TRAIL N. FOR ABOUT 0.25 MI TO TWO
 NK0589'RED WOODEN CORN CRIBS ON TOP OF A PROMINENT RIDGE AND THE
 NK0589'STATION SW. OF THE S. LOT TWO CORN CRIBS.
 NK0589'
 NK0589'STATION MARK, STAMPED ET MORRISON 1970 IS 12.4 FT S. AND 4 FT
 NK0589'W. OF THE SW. COR. OF THE S. CORN CRIB OF TWO.  3.8 FT E. OF A
 NK0589'N.-S. FENCE LINE.
 NK0589'
 NK0589'REFERENCE MARK NO. 1, STAMPED MORRISON NO 1 1970 IS N. OF THE
 NK0589'STATION, 27 FT N. AND 5.5 FT W. OF THE SW. COR. OF THE S. CORN
 NK0589'CRIB OF TWO.  2.7 FT E. OF A N.-S. FENCE LINE.
 NK0589'
 NK0589'REFERENCE MARK NO. 2, STAMPED MORRISON NO 2 1970 IS S. OF THE
 NK0589'STATION, 53 FT S. AND 5 FT W. OF THE SW. COR. OF THE S. CORN CRIB OF
 NK0589'TWO.  2.4 FT E. OF A N.-S. FENCE LINE.
 NK0589'
 NK0589'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0589'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NK0589'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE
 NK0589'GROUND.
 NK0589'
 NK0589'NO AZIMUTH MARK WAS SET.
 NK0589'
 NK0589'REFERENCE AZIMUTH USED - GRUNDY COUNTY RURAL ELECTRIC COOPERATIVE
 NK0589'TOWER STATION IS THE RED LIGHT ON TOP OF THE R.E.C. TOWER LOCATED
 NK0589'ABOUT 185 FT S. AND ABOUT 210 FT E. OF THE INTERSECTION OF G.
 NK0589'AVENUE AND 1ST STREET IN THE E. EDGE OF GRUNDY CENTER.  THE TOWER
 NK0589'IS PAINTED ALTERNATING RED AND WHITE.  IT IS APPROX. 16 FT
 NK0589'SQUARE AT BASE AND ENDS AT A NEAR POINT, T. 87 N., R. 16 W.,
 NK0589'NEAR THE CENTER OF THE W. HALF OF SEC. 7.
 NK0589'
 NK0589'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0774 ***********************************************************************
 MG0774  DESIGNATION -  MOSCOW
 MG0774  PID         -  MG0774
 MG0774  STATE/COUNTY-  IA/MUSCATINE
 MG0774  USGS QUAD   -  WILTON (1991)
 MG0774
 MG0774                         *CURRENT SURVEY CONTROL
 MG0774  ___________________________________________________________________
 MG0774* NAD 83(1996)-  41 34 29.72815(N)    091 07 12.48382(W)     ADJUSTED  
 MG0774* NAVD 88     -       226.9    (meters)     744.     (feet)  VERTCON   
 MG0774  ___________________________________________________________________
 MG0774  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 MG0774  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 MG0774
 MG0774  HORZ ORDER  -  FIRST
 MG0774
 MG0774.The horizontal coordinates were established by classical geodetic methods
 MG0774.and adjusted by the National Geodetic Survey in May 1999..
 MG0774
 MG0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0774
 MG0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0774
 MG0774.The geoid height was determined by GEOID03.
 MG0774
 MG0774;                    North         East     Units Scale Factor Converg.
 MG0774;SPC IA S     -   177,610.989   698,449.673   MT  0.99996964   +1 34 03.4
 MG0774;UTM  15      - 4,604,288.769   656,721.227   MT  0.99990226   +1 14 51.8
 MG0774
 MG0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0774!SPC IA S     -   0.99996953  x   0.99996964  =   0.99993917
 MG0774!UTM  15      -   0.99996953  x   0.99990226  =   0.99987180
 MG0774
 MG0774|---------------------------------------------------------------------|
 MG0774| PID    Reference Object                     Distance      Geod. Az  |
 MG0774|                                                           dddmmss.s |
 MG0774| MG0773 MOSCOW RM A                          29.529 METERS 14712     |
 MG0774| CL9101 MOSCOW RM 1                          21.552 METERS 19026     |
 MG0774| CL9100 MOSCOW AZ MK                                       3172825.7 |
 MG0774| CL9102 MOSCOW RM 2                          20.660 METERS 34830     |
 MG0774|---------------------------------------------------------------------|
 MG0774
 MG0774                          SUPERSEDED SURVEY CONTROL
 MG0774
 MG0774  NAD 83(1986)-  41 34 29.72805(N)    091 07 12.49355(W) AD(       ) 1
 MG0774  NAD 27      -  41 34 29.63357(N)    091 07 11.94111(W) AD(       ) 1
 MG0774  NGVD 29 (07/19/86)  227.0    (m)          745.     (f) VERT ANG       
 MG0774
 MG0774.Superseded values are not recommended for survey control.
 MG0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0774.See file dsdata.txt to determine how the superseded data were derived.
 MG0774
 MG0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG5672104289(NAD 83)
 MG0774_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MG0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0774_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MG0774
 MG0774  HISTORY     - Date     Condition        Report By
 MG0774  HISTORY     - 1969     MONUMENTED       CGS
 MG0774  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0774
 MG0774                          STATION DESCRIPTION
 MG0774
 MG0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0774'THE STATION IS LOCATED ABOUT 7 MILES EAST OF WEST LIBERTY, 6
 MG0774'MILES WEST-SOUTHWEST OF WILTON JCT, AND 2.5 MILES EAST-NORTHEAST
 MG0774'OF ATALISSA.  IT IS ON LAND OWNED BY MR. CHARLES G. SMITH.
 MG0774'
 MG0774'TO REACH THE STATION FROM THE POST OFFICE IN ATALISSA GO SOUTH
 MG0774'ON A PAVED ROAD FOR 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAY
 MG0774'6.  TURN LEFT AND GO EAST ON U.S. HIGHWAY 6 FOR 2.4 MILES TO A
 MG0774'CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.55
 MG0774'MILE TO A DRIVEWAY ON THE RIGHT AND THE STATION ON THE RIGHT.  TO
 MG0774'REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON A GRAVELED
 MG0774'ROAD FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON A
 MG0774'GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MG0774'
 MG0774'THE STATION MARK IS A STANDARD DISK STAMPED MOSCOW 1969, SET IN
 MG0774'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS ABOUT 14
 MG0774'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 57 FEET
 MG0774'EAST-NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 18 FEET NORTH OF
 MG0774'THE CENTER OF A DRIVEWAY, AND 4 FEET SOUTH OF A METAL WITNESS
 MG0774'POST WITH A SIGN ATTACHED.
 MG0774'
 MG0774'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MOSCOW NO 1 1969, SET
 MG0774'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS ABOUT
 MG0774'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 75 FEET SOUTH OF A
 MG0774'METAL WITNESS POST WITH A SIGN ATTACHED AND 40 FEET EAST OF THE
 MG0774'CENTER OF A GRAVELED ROAD.
 MG0774'
 MG0774'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MOSCOW NO 2 1969,
 MG0774'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS ABOUT
 MG0774'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 64 FEET NORTH OF A
 MG0774'METAL WITNESS POST WITH A SIGN ATTACHED AND 40 FEET EAST OF THE
 MG0774'CENTER OF A GRAVELED ROAD.
 MG0774'
 MG0774'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MOSCOW 1969, SET IN
 MG0774'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS ABOUT
 MG0774'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 35 FEET NORTH OF THE
 MG0774'CENTER OF A GRAVELED ROAD, 2.2 FEET SOUTHEAST OF EAST GATE POST,
 MG0774'AND 1.4 FEET SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED
 MG0774'SET IN AN EAST-WEST FENCE LINE.
 MG0774'
 MG0774'THERE WAS NO MEASUREMENT MADE BETWEEN THE REFERENCE MARKS.
 MG0774'
 MG0774'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 MG0774'
 MG0774'HEIGHT OF LIGHT ABOVE STATION MARK 26.8 METERS.
 MG0774
 MG0774                          STATION RECOVERY (1998)
 MG0774
 MG0774'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0773 ***********************************************************************
 MG0773  DESIGNATION -  MOSCOW RM A
 MG0773  PID         -  MG0773
 MG0773  STATE/COUNTY-  IA/MUSCATINE
 MG0773  USGS QUAD   -  WILTON (1991)
 MG0773
 MG0773                         *CURRENT SURVEY CONTROL
 MG0773  ___________________________________________________________________
 MG0773* NAD 83(1996)-  41 34 28.92355(N)    091 07 11.79345(W)     ADJUSTED  
 MG0773* NAVD 88     -       227.7    (meters)     747.     (feet)  VERTCON   
 MG0773  ___________________________________________________________________
 MG0773  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 MG0773  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 MG0773
 MG0773  HORZ ORDER  -  FIRST
 MG0773
 MG0773.The horizontal coordinates were established by classical geodetic methods
 MG0773.and adjusted by the National Geodetic Survey in May 1999..
 MG0773
 MG0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0773
 MG0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0773
 MG0773.The geoid height was determined by GEOID03.
 MG0773
 MG0773;                    North         East     Units Scale Factor Converg.
 MG0773;SPC IA S     -   177,586.614   698,466.339   MT  0.99996961   +1 34 03.9
 MG0773;UTM  15      - 4,604,264.303   656,737.756   MT  0.99990233   +1 14 52.3
 MG0773
 MG0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0773!SPC IA S     -   0.99996941  x   0.99996961  =   0.99993902
 MG0773!UTM  15      -   0.99996941  x   0.99990233  =   0.99987174
 MG0773
 MG0773:                Primary Azimuth Mark                     Grid Az
 MG0773:SPC IA S     -  WILTON JCT LT AND PWR RAD MST            078 15 46.1
 MG0773:UTM  15      -  WILTON JCT LT AND PWR RAD MST            078 34 57.7
 MG0773
 MG0773|---------------------------------------------------------------------|
 MG0773| PID    Reference Object                     Distance      Geod. Az  |
 MG0773|                                                           dddmmss.s |
 MG0773| MG0772 WILTON JCT LT AND PWR RAD MST       APPROX. 9.4 KM 0794950.0 |
 MG0773| MG0764 DURANT RM 3                         APPROX.19.9 KM 0911648.6 |
 MG0773| MG0781 WEST LIBERTY DUBUQUE RAD MAST       APPROX.13.7 KM 2534727.3 |
 MG0773| MG0775 ATALISSA GAS AND ELEC MWV MST       APPROX. 8.2 KM 3142751.0 |
 MG0773| MG0774 MOSCOW                               29.529 METERS 32712     |
 MG0773|---------------------------------------------------------------------|
 MG0773
 MG0773                          SUPERSEDED SURVEY CONTROL
 MG0773
 MG0773  NAD 83(1986)-  41 34 28.92336(N)    091 07 11.80310(W) AD(       ) 1
 MG0773  NAD 27      -  41 34 28.82896(N)    091 07 11.25078(W) AD(       ) 1
 MG0773  NGVD 29 (07/19/86)  227.8    (m)          747.     (f) VERT ANG       
 MG0773
 MG0773.Superseded values are not recommended for survey control.
 MG0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0773.See file dsdata.txt to determine how the superseded data were derived.
 MG0773
 MG0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG5673804264(NAD 83)
 MG0773_MARKER: Z = SEE DESCRIPTION
 MG0773_SETTING: 0 = UNSPECIFIED SETTING
 MG0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0773
 MG0773  HISTORY     - Date     Condition        Report By
 MG0773  HISTORY     - 1969     MONUMENTED       CGS
 MG0773  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0773
 MG0773                          STATION DESCRIPTION
 MG0773
 MG0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0773'THE STATION IS LOCATED ABOUT 7 MILES EAST OF WEST LIBERTY, 6 MILES
 MG0773'WEST-SOUTHWEST OF WILTON JCT, AND 2.5 MILES EAST-NORTHEAST OF
 MG0773'ATALISSA.  IT IS ON LAND OWNED BY MR. CHARLES G. SMITH.
 MG0773'
 MG0773'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK
 MG0773'STAMPED MOSCOW RM A 1969, SET IN TOP OF A ROUND CONCRETE
 MG0773'MONUMENT THAT IS 12 INCHES IN DIAMETER AND IS 14 INCHES BELOW THE
 MG0773'GROUND SURFACE.  IT IS 100 FEET SOUTHEAST OF A METAL WITNESS POST
 MG0773'WITH A SIGN ATTACHED, 29 FEET WEST OF A 24 INCH OAK TREE, AND 2
 MG0773'FEET NORTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 MG0773'
 MG0773'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MOSCOW
 MG0773'1969 AND THE DISTANCE REDUCED TO SEA LEVEL IS NOTED BELOW.
 MG0773'
 MG0773'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR MOSCOW
 MG0773'1969.
 MG0773
 MG0773                          STATION RECOVERY (1998)
 MG0773
 MG0773'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0044 ***********************************************************************
 LF0044  DESIGNATION -  MOUNT AYR
 LF0044  PID         -  LF0044
 LF0044  STATE/COUNTY-  IA/RINGGOLD
 LF0044  USGS QUAD   -  MOUNT AYR (1981)
 LF0044
 LF0044                         *CURRENT SURVEY CONTROL
 LF0044  ___________________________________________________________________
 LF0044* NAD 83(1986)-  40 42 51.     (N)    094 14 18.     (W)     SCALED    
 LF0044* NAVD 88     -       376.895  (meters)    1236.53   (feet)  ADJUSTED  
 LF0044  ___________________________________________________________________
 LF0044  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LF0044  DYNAMIC HT  -         376.706 (meters)    1235.91  (feet)  COMP
 LF0044  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 LF0044
 LF0044  VERT ORDER  -  SECOND    CLASS 0
 LF0044
 LF0044.The horizontal coordinates were scaled from a topographic map and have
 LF0044.an estimated accuracy of +/- 6 seconds.
 LF0044
 LF0044.The orthometric height was determined by differential leveling
 LF0044.and adjusted by the National Geodetic Survey in June 1991..
 LF0044
 LF0044.The geoid height was determined by GEOID03.
 LF0044
 LF0044.The dynamic height is computed by dividing the NAVD 88
 LF0044.geopotential number by the normal gravity value computed on the
 LF0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0044.degrees latitude (g = 980.6199 gals.).
 LF0044
 LF0044.The modeled gravity was interpolated from observed gravity values.
 LF0044
 LF0044;                    North         East    Units  Estimated Accuracy
 LF0044;SPC IA S     -    79,570.      437,610.      MT  (+/- 180 meters Scaled)
 LF0044
 LF0044                          SUPERSEDED SURVEY CONTROL
 LF0044
 LF0044  NGVD 29 (??/??/92)  376.789  (m)         1236.18   (f) ADJ UNCH    2 0
 LF0044
 LF0044.Superseded values are not recommended for survey control.
 LF0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0044.See file dsdata.txt to determine how the superseded data were derived.
 LF0044
 LF0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF954077(NAD 83)
 LF0044_MARKER: DB = BENCH MARK DISK
 LF0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0044_SP_SET: SIDEWALK
 LF0044_STAMPING: MT AYR 1934
 LF0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0044+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 LF0044
 LF0044  HISTORY     - Date     Condition        Report By
 LF0044  HISTORY     - 1935     MONUMENTED       CGS
 LF0044  HISTORY     - 20060902 GOOD             GEOCAC
 LF0044
 LF0044                          STATION DESCRIPTION
 LF0044
 LF0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0044'AT MOUNT AYR.
 LF0044'AT MOUNT AYR, RINGGOLD COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 LF0044'TOP OF THE NORTH SIDE OF THE CONCRETE WALK LEADING TO THE
 LF0044'WEST ENTRANCE, 2 FEET NORTH OF THE ENTRANCE, AND 1.5 FEET ABOVE
 LF0044'THE GROUND.  A STANDARD DISK, STAMPED MT AYR 1934.
 LF0044
 LF0044                          STATION RECOVERY (2006)
 LF0044
 LF0044'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LF0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0180 ***********************************************************************
 NM0180  DESIGNATION -  MOVILLE
 NM0180  PID         -  NM0180
 NM0180  STATE/COUNTY-  IA/WOODBURY
 NM0180  USGS QUAD   -  MOVILLE (1964)
 NM0180
 NM0180                         *CURRENT SURVEY CONTROL
 NM0180  ___________________________________________________________________
 NM0180* NAD 83(1986)-  42 29 20.     (N)    096 04 22.     (W)     SCALED    
 NM0180* NAVD 88     -       359.751  (meters)    1180.28   (feet)  ADJUSTED  
 NM0180  ___________________________________________________________________
 NM0180  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 NM0180  DYNAMIC HT  -         359.636 (meters)    1179.91  (feet)  COMP
 NM0180  MODELED GRAV-     980,289.9   (mgal)                       NAVD 88
 NM0180
 NM0180  VERT ORDER  -  FIRST     CLASS II
 NM0180
 NM0180.The horizontal coordinates were scaled from a topographic map and have
 NM0180.an estimated accuracy of +/- 6 seconds.
 NM0180
 NM0180.The orthometric height was determined by differential leveling
 NM0180.and adjusted by the National Geodetic Survey in June 1991..
 NM0180
 NM0180.The geoid height was determined by GEOID03.
 NM0180
 NM0180.The dynamic height is computed by dividing the NAVD 88
 NM0180.geopotential number by the normal gravity value computed on the
 NM0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0180.degrees latitude (g = 980.6199 gals.).
 NM0180
 NM0180.The modeled gravity was interpolated from observed gravity values.
 NM0180
 NM0180;                    North         East    Units  Estimated Accuracy
 NM0180;SPC IA N     - 1,113,060.    1,288,530.      MT  (+/- 180 meters Scaled)
 NM0180
 NM0180                          SUPERSEDED SURVEY CONTROL
 NM0180
 NM0180  NGVD 29 (??/??/92)  359.599  (m)         1179.78   (f) ADJ UNCH    1 2
 NM0180
 NM0180.Superseded values are not recommended for survey control.
 NM0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0180.See file dsdata.txt to determine how the superseded data were derived.
 NM0180
 NM0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN405082(NAD 83)
 NM0180_MARKER: DB = BENCH MARK DISK
 NM0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0180_SP_SET: WALL
 NM0180_STAMPING: 1179.784 MOVILLE 1933
 NM0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0180
 NM0180  HISTORY     - Date     Condition        Report By
 NM0180  HISTORY     - 1933     MONUMENTED       CGS
 NM0180  HISTORY     - 1966     GOOD             NGS
 NM0180
 NM0180                          STATION DESCRIPTION
 NM0180
 NM0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NM0180'AT MOVILLE.
 NM0180'AT MOVILLE, WOODBURY COUNTY, ON MAIN STREET AT THE EVERHART
 NM0180'BUILDING, IN THE FRONT OR SOUTH STONE WALL, 1 FOOT WEST OF THE
 NM0180'SOUTHEAST CORNER, 62.4 FEET WEST OF THE WEST CURB OF SECOND
 NM0180'STREET, 10.2 FEET NORTH OF THE NORTH CURB OF MAIN STREET, AND
 NM0180'ABOUT 3 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED 1179.784
 NM0180'MOVILLE 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1656 ***********************************************************************
 NM1656  DESIGNATION -  MOVILLE
 NM1656  PID         -  NM1656
 NM1656  STATE/COUNTY-  IA/WOODBURY
 NM1656  USGS QUAD   -  MOVILLE (1964)
 NM1656
 NM1656                         *CURRENT SURVEY CONTROL
 NM1656  ___________________________________________________________________
 NM1656* NAD 83(1996)-  42 28 56.06328(N)    096 02 21.23789(W)     ADJUSTED  
 NM1656* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 NM1656  ___________________________________________________________________
 NM1656  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 NM1656  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 NM1656
 NM1656  HORZ ORDER  -  THIRD
 NM1656
 NM1656.The horizontal coordinates were established by classical geodetic methods
 NM1656.and adjusted by the National Geodetic Survey in May 1999..
 NM1656
 NM1656.The orthometric height was scaled from a topographic map.
 NM1656
 NM1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1656
 NM1656.The geoid height was determined by GEOID03.
 NM1656
 NM1656;                    North         East     Units Scale Factor Converg.
 NM1656;SPC IA N     - 1,112,238.457 1,291,260.227   MT  0.99995058   -1 43 15.4
 NM1656;UTM  14      - 4,707,569.445   743,353.310   MT  1.00032869   +2 00 02.0
 NM1656;UTM  15      - 4,707,797.733   250,196.872   MT  1.00036783   -2 03 13.1
 NM1656
 NM1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1656!SPC IA N     -   0.99994082  x   0.99995058  =   0.99989140
 NM1656!UTM  14      -   0.99994082  x   1.00032869  =   1.00026949
 NM1656!UTM  15      -   0.99994082  x   1.00036783  =   1.00030863
 NM1656
 NM1656|---------------------------------------------------------------------|
 NM1656| PID    Reference Object                     Distance      Geod. Az  |
 NM1656|                                                           dddmmss.s |
 NM1656| CO3334 MOVILLE RM 1                         14.339 METERS 08559     |
 NM1656| CO3333 MOVILLE AZ MK                                      2682609.4 |
 NM1656| CO3335 MOVILLE RM 2                          9.348 METERS 27407     |
 NM1656|---------------------------------------------------------------------|
 NM1656
 NM1656                          SUPERSEDED SURVEY CONTROL
 NM1656
 NM1656  NAD 83(1996)-  42 28 56.06334(N)    096 02 21.23787(W) AD(       ) 3
 NM1656  NAD 83(1996)-  42 28 56.06293(N)    096 02 21.23813(W) AD(       ) 3
 NM1656  NAD 83(1996)-  42 28 56.06294(N)    096 02 21.23809(W) AD(       ) 3
 NM1656  NAD 83(1986)-  42 28 56.06459(N)    096 02 21.23670(W) AD(       ) 3
 NM1656  NAD 27      -  42 28 56.09100(N)    096 02 20.17000(W) AD(       ) 3
 NM1656
 NM1656.Superseded values are not recommended for survey control.
 NM1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1656.See file dsdata.txt to determine how the superseded data were derived.
 NM1656
 NM1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN4335307569(NAD 83)
 NM1656_MARKER: DS = TRIANGULATION STATION DISK
 NM1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1656
 NM1656  HISTORY     - Date     Condition        Report By
 NM1656  HISTORY     - 1950     MONUMENTED       CGS
 NM1656  HISTORY     - 1962     SEE DESCRIPTION  USGS
 NM1656  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NM1656
 NM1656                          STATION DESCRIPTION
 NM1656
 NM1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM1656'THE STATION IS LOCATED ABOUT 2 MILES EAST OF MOVILLE, ON A
 NM1656'HIGH RIGHT-OF-WAY ROAD BANK, ON THE NORTH SIDE OF U.S. HIGHWAY
 NM1656'20.  IT IS 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 NM1656'4.6 FEET SOUTHEAST OF A WITNESS POST AND 3.6 FEET SOUTH OF A
 NM1656'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 NM1656'IS STAMPED MOVILLE 1950.
 NM1656'
 NM1656'REFERENCE MARK NO. 1 IS 33 FEET NORTH OF THE CENTERLINE OF
 NM1656'THE HIGHWAY AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS
 NM1656'4 INCHES AND THE DISK IS STAMPED MOVILLE NO 1 1950.
 NM1656'
 NM1656'REFERENCE MARK NO. 2 IS 33 FEET NORTH OF THE CENTERLINE OF THE
 NM1656'HIGHWAY AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 4
 NM1656'INCHES AND THE DISK IS STAMPED MOVILLE NO 2 1950.
 NM1656'
 NM1656'THE AZIMUTH MARK IS 31.5 FEET SOUTH OF THE CENTERLINE OF THE
 NM1656'HIGHWAY AND 2.2 FEET NORTH OF A RIGHT-OF-WAY FENCE.  THE MARK
 NM1656'PROJECTS 6 INCHES AND THE DISK IS STAMPED MOVILLE 1950.
 NM1656'
 NM1656'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NM1656'STATE HIGHWAY 140 JUST WEST AND SOUTH OF MOVILLE, GO EAST ON
 NM1656'U.S. HIGHWAY 20 FOR 1.2 MILES TO THE AZIMUTH MARK ON THE
 NM1656'RIGHT.  CONTINUE ON EAST FOR 0.6 MILE TO THE STATION ON THE
 NM1656'LEFT AS DESCRIBED.
 NM1656'
 NM1656'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1656
 NM1656                          STATION RECOVERY (1962)
 NM1656
 NM1656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM1656'STATION AND REFERENCE MARKS DESTROYED WHEN ROAD WIDENED.
 NM1656
 NM1656                          STATION RECOVERY (1970)
 NM1656
 NM1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NM1656'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 NM1656'AND THE AZIMUTH MARK WERE SEARCHED FOR BUT NOT FOUND.  IT
 NM1656'WAS ASSUMED ALL MARKS WERE DESTROYED WHEN U.S. HIGHWAY 20
 NM1656'WAS MADE A FOUR-LANE HIGHWAY.
 NM1656'
 NM1656'THIS STATION SHOULD BE CONSIDERED LOST.
 NM1656'
 NM1656'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 NM1656'EAST OF MOVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1655 ***********************************************************************
 NM1655  DESIGNATION -  MOVILLE MUNICIPAL TANK
 NM1655  PID         -  NM1655
 NM1655  STATE/COUNTY-  IA/WOODBURY
 NM1655  USGS QUAD   -  MOVILLE (1964)
 NM1655
 NM1655                         *CURRENT SURVEY CONTROL
 NM1655  ___________________________________________________________________
 NM1655* NAD 83(1996)-  42 29 26.76687(N)    096 04 12.91998(W)     ADJUSTED  
 NM1655* NAVD 88     -                                                        
 NM1655  ___________________________________________________________________
 NM1655  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 NM1655  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 NM1655
 NM1655  HORZ ORDER  -  THIRD
 NM1655
 NM1655.The horizontal coordinates were established by classical geodetic methods
 NM1655.and adjusted by the National Geodetic Survey in May 1999..
 NM1655
 NM1655
 NM1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1655
 NM1655.The geoid height was determined by GEOID03.
 NM1655
 NM1655;                    North         East     Units Scale Factor Converg.
 NM1655;SPC IA N     - 1,113,262.440 1,288,739.550   MT  0.99995011   -1 44 31.1
 NM1655;UTM  14      - 4,708,427.969   740,770.525   MT  1.00031330   +1 58 47.7
 NM1655;UTM  15      - 4,708,836.783   247,681.117   MT  1.00038337   -2 04 29.9
 NM1655
 NM1655                          SUPERSEDED SURVEY CONTROL
 NM1655
 NM1655  NAD 83(1996)-  42 29 26.76696(N)    096 04 12.91992(W) AD(       ) 4
 NM1655  NAD 83(1996)-  42 29 26.76552(N)    096 04 12.92099(W) AD(       ) 4
 NM1655  NAD 83(1996)-  42 29 26.76555(N)    096 04 12.92072(W) AD(       ) 4
 NM1655  NAD 83(1986)-  42 29 26.76728(N)    096 04 12.91929(W) AD(       ) 4
 NM1655  NAD 27      -  42 29 26.80000(N)    096 04 11.84000(W) AD(       ) 3
 NM1655
 NM1655.Superseded values are not recommended for survey control.
 NM1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1655.See file dsdata.txt to determine how the superseded data were derived.
 NM1655
 NM1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN4077108428(NAD 83)
 NM1655_MARKER: 53 = ELEVATED TANK
 NM1655
 NM1655  HISTORY     - Date     Condition        Report By
 NM1655  HISTORY     - 1950     FIRST OBSERVED   CGS
 NM1655
 NM1655                          STATION DESCRIPTION
 NM1655
 NM1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM1655'THE STATION IS LOCATED IN THE TOWN OF MOVILLE.  IT IS ABOUT
 NM1655'90 FEET HIGH, HAS FOUR LEGS, IS PAINTED SILVER AND IS OF
 NM1655'STEEL CONSTRUCTION.
 NM1655'
 NM1655'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK.
 NM1655'
 NM1655'TO REACH THE STATION FROM THE POST OFFICE IN MOVILLE, GO EAST
 NM1655'FOR 0.2 MILE.  TURN LEFT AND GO 0.2 MILE NORTH TO AN ALLEY.
 NM1655'TURN LEFT AND GO WEST FOR ABOUT 200 YARDS TO THE STATION ON THE
 NM1655'LEFT OR SOUTH SIDE OF THE ALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2140 ***********************************************************************
 AE2140  PACS        -  This is a Primary Airport Control Station.
 AE2140  DESIGNATION -  MPZ A
 AE2140  PID         -  AE2140
 AE2140  STATE/COUNTY-  IA/HENRY
 AE2140  USGS QUAD   -  MOUNT PLEASANT (1981)
 AE2140
 AE2140                         *CURRENT SURVEY CONTROL
 AE2140  ___________________________________________________________________
 AE2140* NAD 83(1996)-  40 56 41.10606(N)    091 30 39.13012(W)     ADJUSTED  
 AE2140* NAVD 88     -       221.44   (meters)     726.5    (feet)  GPS OBS   
 AE2140  ___________________________________________________________________
 AE2140  X           -    -127,212.376 (meters)                     COMP
 AE2140  Y           -  -4,823,078.939 (meters)                     COMP
 AE2140  Z           -   4,157,914.163 (meters)                     COMP
 AE2140  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AE2140  ELLIP HEIGHT-         188.35  (meters)          (06/15/04) GPS OBS
 AE2140  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AE2140
 AE2140  HORZ ORDER  -  B
 AE2140  ELLP ORDER  -  FOURTH    CLASS I
 AE2140
 AE2140.This mark is at Mount Pleasant Municipal Airport (MPZ)
 AE2140
 AE2140.The horizontal coordinates were established by GPS observations
 AE2140.and adjusted by the National Geodetic Survey in August 1997..
 AE2140
 AE2140.The orthometric height was determined by GPS observations and a
 AE2140.high-resolution geoid model.
 AE2140
 AE2140.GPS derived orthometric heights for airport stations designated as
 AE2140.PACS or SACS are published to 2 decimal places.  This maintains
 AE2140.centimeter relative accuracy between the PACS and SACS.  It does
 AE2140.not indicate centimeter accuracy relative to other marks which are
 AE2140.part of the NAVD 88 network.
 AE2140
 AE2140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2140
 AE2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2140
 AE2140.The ellipsoidal height was determined by GPS observations
 AE2140.and is referenced to NAD 83.
 AE2140
 AE2140.The geoid height was determined by GEOID03.
 AE2140
 AE2140;                    North         East     Units Scale Factor Converg.
 AE2140;SPC IA S     -   106,827.904   667,473.951   MT  0.99995831   +1 18 36.9
 AE2140;UTM  15      - 4,533,691.582   625,344.695   MT  0.99979337   +0 58 33.6
 AE2140
 AE2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2140!SPC IA S     -   0.99997046  x   0.99995831  =   0.99992877
 AE2140!UTM  15      -   0.99997046  x   0.99979337  =   0.99976383
 AE2140
 AE2140                          SUPERSEDED SURVEY CONTROL
 AE2140
 AE2140  ELLIP H (08/25/97)  188.38   (m)                       GP(       ) 4 1
 AE2140
 AE2140.Superseded values are not recommended for survey control.
 AE2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2140.See file dsdata.txt to determine how the superseded data were derived.
 AE2140
 AE2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2534533692(NAD 83)
 AE2140_MARKER: I = METAL ROD
 AE2140_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2140_STAMPING: MPZ A 1996
 AE2140_MARK LOGO: NGS   
 AE2140_PROJECTION: FLUSH
 AE2140_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2140+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 AE2140_ROD/PIPE-DEPTH: 7.3  meters
 AE2140_SLEEVE-DEPTH  : 0.91 meters
 AE2140
 AE2140  HISTORY     - Date     Condition        Report By
 AE2140  HISTORY     - 1996     MONUMENTED       NGS
 AE2140  HISTORY     - 20040401 GOOD             AERSVC
 AE2140
 AE2140                          STATION DESCRIPTION
 AE2140
 AE2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 AE2140'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHEAST OF MOUNT
 AE2140'PLEASANT, IA., AT THE MOUNT PLEASANT MUNICIPAL AIRPORT.  IN THE GRASS
 AE2140'ALONG THE SOUTHWEST SIDE OF RUNWAY 15-33, AT THE NORTHEAST CORNER OF
 AE2140'THE PERIMETER FENCE AND WITNESS POST, IN LINE WITH THE EAST-WEST
 AE2140'FENCE, AND JUST SOUTH OF A TRACK ROAD.  OWNERSHIP--CITY OF MOUNT
 AE2140'PLEASANT, MOUNT PLEASANT, IA.  52641.  AIRPORT MANAGER STEVE HOHL,
 AE2140'PHONE 319-385-8122.  NOTE--CONTACT AIRPORT MANAGER 24-HOURS IN
 AE2140'ADVANCE.  NOTE--THIS STATION IS THE (PACS AND FBN STATION) .  TO REACH
 AE2140'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 34 AND 218, ON THE
 AE2140'EAST SIDE OF MOUNT PLEASANT, GO EAST-SOUTHEAST, 2.1 KM (1.30 MI) ALONG
 AE2140'HIGHWAY 34 TO A PAVED ROAD ON THE RIGHT (COUNTY ROAD W75) AT MILE
 AE2140'MARKER 238.  TURN RIGHT, SOUTH, 1.1 KM (0.70 MI) ALONG THE ROAD TO THE
 AE2140'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, EAST THEN SOUTHERLY,
 AE2140'0.4 KM (0.25 MI) BETWEEN HANGARS, ACROSS APRON, AND ALONG TAXI TO THE
 AE2140'RUNWAY.  TURN RIGHT, SOUTH-SOUTHEAST, 0.4 KM (0.25 MI) ALONG THE
 AE2140'RUNWAY TO THE STATION ON THE RIGHT, JUST EAST OF THE FENCE CORNER AND
 AE2140'WITNESS POST.  STATION IS 79.2 M (259.8 FT) WEST-SOUTHWEST OF THE
 AE2140'RUNWAY CENTER, 34.1 M (111.9 FT) SOUTHWEST OF THE SOUTHWEST END OF A
 AE2140'16-INCH CONCRETE CULVERT RUNNING UNDER THE RUNWAY, 3.4 M (11.2 FT)
 AE2140'SOUTH OF A TRACK ROAD CENTER, 0.8 M (2.6 FT) EAST OF A FENCE
 AE2140'CORNER/GATE POST AT A FIELD ENTRANCE, 0.4 M (1.3 FT) EAST OF A WITNESS
 AE2140'POST AND IN LINE WITH THE EAST-WEST FENCE, AND THE STATION IS ABOUT
 AE2140'0.1 M (0.3 FT) ABOVE THE TRACK ROAD CENTER AND FLUSH WITH THE GROUND
 AE2140'SURFACE.  BY R.G.  HAYES  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AE2140'5-INCH LOGO CAP.
 AE2140
 AE2140                          STATION RECOVERY (2004)
 AE2140
 AE2140'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2004 (BRS)
 AE2140'RECOVERED AS DESCRIBED, GOOD CONDITION. - BRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0627 ***********************************************************************
 LD0627  DESIGNATION -  MT PLEASANT 1
 LD0627  PID         -  LD0627
 LD0627  STATE/COUNTY-  IA/HENRY
 LD0627  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0627
 LD0627                         *CURRENT SURVEY CONTROL
 LD0627  ___________________________________________________________________
 LD0627* NAD 83(1986)-  40 58 00.     (N)    091 33 18.     (W)     SCALED    
 LD0627* NAVD 88     -       224.308  (meters)     735.92   (feet)  ADJUSTED  
 LD0627  ___________________________________________________________________
 LD0627  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0627  DYNAMIC HT  -         224.207 (meters)     735.59  (feet)  COMP
 LD0627  MODELED GRAV-     980,168.7   (mgal)                       NAVD 88
 LD0627
 LD0627  VERT ORDER  -  SECOND    CLASS 0
 LD0627
 LD0627.The horizontal coordinates were scaled from a topographic map and have
 LD0627.an estimated accuracy of +/- 6 seconds.
 LD0627
 LD0627.The orthometric height was determined by differential leveling
 LD0627.and adjusted by the National Geodetic Survey in June 1991..
 LD0627
 LD0627.The geoid height was determined by GEOID03.
 LD0627
 LD0627.The dynamic height is computed by dividing the NAVD 88
 LD0627.geopotential number by the normal gravity value computed on the
 LD0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0627.degrees latitude (g = 980.6199 gals.).
 LD0627
 LD0627.The modeled gravity was interpolated from observed gravity values.
 LD0627
 LD0627;                    North         East    Units  Estimated Accuracy
 LD0627;SPC IA S     -   109,180.      663,710.      MT  (+/- 180 meters Scaled)
 LD0627
 LD0627                          SUPERSEDED SURVEY CONTROL
 LD0627
 LD0627  NGVD 29 (??/??/92)  224.352  (m)          736.06   (f) ADJ UNCH    2 0
 LD0627
 LD0627.Superseded values are not recommended for survey control.
 LD0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0627.See file dsdata.txt to determine how the superseded data were derived.
 LD0627
 LD0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF215360(NAD 83)
 LD0627_MARKER: DB = BENCH MARK DISK
 LD0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0627_STAMPING: MT PLEASANT 1 1934
 LD0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0627+STABILITY: SURFACE MOTION
 LD0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0627+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 LD0627
 LD0627  HISTORY     - Date     Condition        Report By
 LD0627  HISTORY     - 1934     MONUMENTED       CGS
 LD0627  HISTORY     - 1944     GOOD             NGS
 LD0627  HISTORY     - 20040512 GOOD             AERSVC
 LD0627
 LD0627                          STATION DESCRIPTION
 LD0627
 LD0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 LD0627'AT MT PLEASANT.
 LD0627'AT MT. PLEASANT, HENRY COUNTY, AT THE CITY SQUARE, AND AT THE
 LD0627'NORTHWEST CORNER OF THE PARK.  A STANDARD DISK, STAMPED MT.
 LD0627'PLEASANT 1 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LD0627
 LD0627                          STATION RECOVERY (2004)
 LD0627
 LD0627'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2004 (BRS)
 LD0627'RECOVERED AS DESCRIBED.  MARK IS IN THE SOUTHEAST QUADRANT OF THE
 LD0627'INTERSECTION OF S. JEFFERSON ST. AND W. MONROE ST. IN MT. PLEASANT,
 LD0627'IOWA. - BRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0628 ***********************************************************************
 LD0628  DESIGNATION -  MT PLEASANT 2
 LD0628  PID         -  LD0628
 LD0628  STATE/COUNTY-  IA/HENRY
 LD0628  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0628
 LD0628                         *CURRENT SURVEY CONTROL
 LD0628  ___________________________________________________________________
 LD0628* NAD 83(1986)-  40 57 51.     (N)    091 33 41.     (W)     SCALED    
 LD0628* NAVD 88     -       202.672  (meters)     664.93   (feet)  ADJUSTED  
 LD0628  ___________________________________________________________________
 LD0628  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0628  DYNAMIC HT  -         202.580 (meters)     664.63  (feet)  COMP
 LD0628  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 LD0628
 LD0628  VERT ORDER  -  SECOND    CLASS 0
 LD0628
 LD0628.The horizontal coordinates were scaled from a topographic map and have
 LD0628.an estimated accuracy of +/- 6 seconds.
 LD0628
 LD0628.The orthometric height was determined by differential leveling
 LD0628.and adjusted by the National Geodetic Survey in June 1991..
 LD0628
 LD0628.The geoid height was determined by GEOID03.
 LD0628
 LD0628.The dynamic height is computed by dividing the NAVD 88
 LD0628.geopotential number by the normal gravity value computed on the
 LD0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0628.degrees latitude (g = 980.6199 gals.).
 LD0628
 LD0628.The modeled gravity was interpolated from observed gravity values.
 LD0628
 LD0628;                    North         East    Units  Estimated Accuracy
 LD0628;SPC IA S     -   108,890.      663,170.      MT  (+/- 180 meters Scaled)
 LD0628
 LD0628                          SUPERSEDED SURVEY CONTROL
 LD0628
 LD0628  NGVD 29 (??/??/92)  202.716  (m)          665.08   (f) ADJ UNCH    2 0
 LD0628
 LD0628.Superseded values are not recommended for survey control.
 LD0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0628.See file dsdata.txt to determine how the superseded data were derived.
 LD0628
 LD0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF210357(NAD 83)
 LD0628_MARKER: DB = BENCH MARK DISK
 LD0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0628_SP_SET: CULVERT
 LD0628_STAMPING: MT PLEASANT 2 1934
 LD0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0628
 LD0628  HISTORY     - Date     Condition        Report By
 LD0628  HISTORY     - 1934     MONUMENTED       CGS
 LD0628  HISTORY     - 1944     GOOD             NGS
 LD0628  HISTORY     - 1976     MARK NOT FOUND   USGS
 LD0628
 LD0628                          STATION DESCRIPTION
 LD0628
 LD0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 LD0628'AT MT PLEASANT.
 LD0628'AT MT. PLEASANT, HENRY COUNTY, AT SAUNDERS PARK, 100 FEET
 LD0628'NORTHEAST OF A SWIMMING POOL, AT A CONCRETE CULVERT, IN THE TOP
 LD0628'OF THE NORTHEAST HEADWALL, AND 7 FEET NORTHWEST OF THE SOUTHEAST
 LD0628'END.  A STANDARD DISK, STAMPED MT. PLEASANT 2 1934.
 LD0628
 LD0628                          STATION RECOVERY (1976)
 LD0628
 LD0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LD0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0860 ***********************************************************************
 LD0860  DESIGNATION -  MT PLEASANT ALPHONUS CATH CH
 LD0860  PID         -  LD0860
 LD0860  STATE/COUNTY-  IA/HENRY
 LD0860  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0860
 LD0860                         *CURRENT SURVEY CONTROL
 LD0860  ___________________________________________________________________
 LD0860* NAD 83(1996)-  40 57 38.79978(N)    091 33 25.98489(W)     ADJUSTED  
 LD0860* NAVD 88     -                                                        
 LD0860  ___________________________________________________________________
 LD0860  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 LD0860  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0860
 LD0860  HORZ ORDER  -  THIRD
 LD0860
 LD0860.The horizontal coordinates were established by classical geodetic methods
 LD0860.and adjusted by the National Geodetic Survey in May 1999..
 LD0860
 LD0860
 LD0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0860
 LD0860.The geoid height was determined by GEOID03.
 LD0860
 LD0860;                    North         East     Units Scale Factor Converg.
 LD0860;SPC IA S     -   108,518.925   663,532.567   MT  0.99995711   +1 16 47.0
 LD0860;UTM  15      - 4,535,405.259   621,413.905   MT  0.99978143   +0 56 45.3
 LD0860
 LD0860                          SUPERSEDED SURVEY CONTROL
 LD0860
 LD0860  NAD 83(1986)-  40 57 38.80857(N)    091 33 25.99689(W) AD(       ) 4
 LD0860  NAD 27      -  40 57 38.71100(N)    091 33 25.42700(W) AD(       ) 3
 LD0860
 LD0860.Superseded values are not recommended for survey control.
 LD0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0860.See file dsdata.txt to determine how the superseded data were derived.
 LD0860
 LD0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2141435405(NAD 83)
 LD0860_MARKER: 90 = CHURCH SPIRE
 LD0860
 LD0860  HISTORY     - Date     Condition        Report By
 LD0860  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0860
 LD0860                          STATION DESCRIPTION
 LD0860
 LD0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0860'STATION IS LOCATED IN MOUNT PLEASANT AT THE NORTHWEST CORNER
 LD0860'OF FRONT AND SOUTH JACKSON STREETS.  THE SPIRE IS ABOUT
 LD0860'80 FEET IN HEIGHT, HAS A GREY ROOF AND IS ON THE SOUTHEAST
 LD0860'CORNER OF THE CHURCH.  THE TOP OF SPIRE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0858 ***********************************************************************
 LD0858  DESIGNATION -  MT PLEASANT CITY LT PLT S STK
 LD0858  PID         -  LD0858
 LD0858  STATE/COUNTY-  IA/HENRY
 LD0858  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0858
 LD0858                         *CURRENT SURVEY CONTROL
 LD0858  ___________________________________________________________________
 LD0858* NAD 83(1996)-  40 58 20.24682(N)    091 33 04.05557(W)     ADJUSTED  
 LD0858* NAVD 88     -                                                        
 LD0858  ___________________________________________________________________
 LD0858  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 LD0858  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0858
 LD0858  HORZ ORDER  -  THIRD
 LD0858
 LD0858.The horizontal coordinates were established by classical geodetic methods
 LD0858.and adjusted by the National Geodetic Survey in May 1999..
 LD0858
 LD0858
 LD0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0858
 LD0858.The geoid height was determined by GEOID03.
 LD0858
 LD0858;                    North         East     Units Scale Factor Converg.
 LD0858;SPC IA S     -   109,808.583   664,016.585   MT  0.99995629   +1 17 01.4
 LD0858;UTM  15      - 4,536,691.852   621,905.340   MT  0.99978291   +0 57 00.5
 LD0858
 LD0858                          SUPERSEDED SURVEY CONTROL
 LD0858
 LD0858  NAD 83(1986)-  40 58 20.25544(N)    091 33 04.06798(W) AD(       ) 4
 LD0858  NAD 27      -  40 58 20.15700(N)    091 33 03.49500(W) AD(       ) 3
 LD0858
 LD0858.Superseded values are not recommended for survey control.
 LD0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0858.See file dsdata.txt to determine how the superseded data were derived.
 LD0858
 LD0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2190536692(NAD 83)
 LD0858_MARKER: 63 = STACK
 LD0858
 LD0858  HISTORY     - Date     Condition        Report By
 LD0858  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0858
 LD0858                          STATION DESCRIPTION
 LD0858
 LD0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0858'STATION IS LOCATED IN MOUNT PLEASANT ON THE WEST SIDE OF
 LD0858'NORTH ADAMS STREET BETWEEN PEARL STREET AND THE RAILROAD
 LD0858'TRACKS.  IT IS A BLACK, METAL STACK THAT IS ABOUT 100 FEET
 LD0858'IN HEIGHT.  THE TOP OF THE STACK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0862 ***********************************************************************
 LD0862  DESIGNATION -  MT PLEASANT CITY LT PLT N STK
 LD0862  PID         -  LD0862
 LD0862  STATE/COUNTY-  IA/HENRY
 LD0862  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0862
 LD0862                         *CURRENT SURVEY CONTROL
 LD0862  ___________________________________________________________________
 LD0862* NAD 83(1996)-  40 58 21.01211(N)    091 33 04.28905(W)     ADJUSTED  
 LD0862* NAVD 88     -                                                        
 LD0862  ___________________________________________________________________
 LD0862  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 LD0862  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0862
 LD0862  HORZ ORDER  -  THIRD
 LD0862
 LD0862.The horizontal coordinates were established by classical geodetic methods
 LD0862.and adjusted by the National Geodetic Survey in May 1999..
 LD0862
 LD0862
 LD0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0862
 LD0862.The geoid height was determined by GEOID03.
 LD0862
 LD0862;                    North         East     Units Scale Factor Converg.
 LD0862;SPC IA S     -   109,832.062   664,010.599   MT  0.99995627   +1 17 01.3
 LD0862;UTM  15      - 4,536,715.361   621,899.492   MT  0.99978289   +0 57 00.3
 LD0862
 LD0862                          SUPERSEDED SURVEY CONTROL
 LD0862
 LD0862  NAD 83(1986)-  40 58 21.02073(N)    091 33 04.30145(W) AD(       ) 4
 LD0862  NAD 27      -  40 58 20.92300(N)    091 33 03.72900(W) AD(       ) 3
 LD0862
 LD0862.Superseded values are not recommended for survey control.
 LD0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0862.See file dsdata.txt to determine how the superseded data were derived.
 LD0862
 LD0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2189936715(NAD 83)
 LD0862_MARKER: 63 = STACK
 LD0862
 LD0862  HISTORY     - Date     Condition        Report By
 LD0862  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0862
 LD0862                          STATION DESCRIPTION
 LD0862
 LD0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0862'STATION IS LOCATED IN MOUNT PLEASANT ON THE WEST SIDE OF
 LD0862'NORTH ADAMS STREET BETWEEN PEARL STREET AND THE RAILROAD TRACKS.
 LD0862'IT IS A BLACK, METAL STACK THAT IS ABOUT 100 FEET IN HEIGHT.
 LD0862'THE TOP OF THE STACK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0864 ***********************************************************************
 LD0864  DESIGNATION -  MT PLEASANT MUNICIPAL TANK
 LD0864  PID         -  LD0864
 LD0864  STATE/COUNTY-  IA/HENRY
 LD0864  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0864
 LD0864                         *CURRENT SURVEY CONTROL
 LD0864  ___________________________________________________________________
 LD0864* NAD 83(1996)-  40 57 57.62673(N)    091 33 21.30931(W)     ADJUSTED  
 LD0864* NAVD 88     -                                                        
 LD0864  ___________________________________________________________________
 LD0864  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 LD0864  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0864
 LD0864  HORZ ORDER  -  THIRD
 LD0864
 LD0864.The horizontal coordinates were established by classical geodetic methods
 LD0864.and adjusted by the National Geodetic Survey in May 1999..
 LD0864
 LD0864
 LD0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0864
 LD0864.The geoid height was determined by GEOID03.
 LD0864
 LD0864;                    North         East     Units Scale Factor Converg.
 LD0864;SPC IA S     -   109,101.974   663,628.893   MT  0.99995673   +1 16 50.0
 LD0864;UTM  15      - 4,535,987.635   621,513.609   MT  0.99978173   +0 56 48.7
 LD0864
 LD0864                          SUPERSEDED SURVEY CONTROL
 LD0864
 LD0864  NAD 83(1986)-  40 57 57.63551(N)    091 33 21.32122(W) AD(       ) 4
 LD0864  NAD 27      -  40 57 57.53800(N)    091 33 20.75100(W) AD(       ) 3
 LD0864
 LD0864.Superseded values are not recommended for survey control.
 LD0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0864.See file dsdata.txt to determine how the superseded data were derived.
 LD0864
 LD0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2151435988(NAD 83)
 LD0864_MARKER: 53 = ELEVATED TANK
 LD0864
 LD0864  HISTORY     - Date     Condition        Report By
 LD0864  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0864
 LD0864                          STATION DESCRIPTION
 LD0864
 LD0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0864'STATION IS LOCATED IN THE CENTER OF MOUNT PLEASANT ON THE
 LD0864'NORTH SIDE OF U.S. HIGHWAY 34.  IT IS A SILVER COLORED, METAL
 LD0864'TANK SUPPORTED BY FOUR STRUCTRUAL STEEL LEGS AND IS ABOUT
 LD0864'100 FEET IN HEIGHT.  MOUNT PLEASANT IS PAINTED, IN LARGE
 LD0864'BLACK LETTERS, ON THE SIDE OF THE TANK.  THE TOP OF THE
 LD0864'TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0857 ***********************************************************************
 LD0857  DESIGNATION -  MT PLEASANT SE ELEC ASSOC MST
 LD0857  PID         -  LD0857
 LD0857  STATE/COUNTY-  IA/HENRY
 LD0857  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0857
 LD0857                         *CURRENT SURVEY CONTROL
 LD0857  ___________________________________________________________________
 LD0857* NAD 83(1996)-  40 57 53.54281(N)    091 32 25.18449(W)     ADJUSTED  
 LD0857* NAVD 88     -                                                        
 LD0857  ___________________________________________________________________
 LD0857  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 LD0857  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0857
 LD0857  HORZ ORDER  -  THIRD
 LD0857
 LD0857.The horizontal coordinates were established by classical geodetic methods
 LD0857.and adjusted by the National Geodetic Survey in May 1999..
 LD0857
 LD0857
 LD0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0857
 LD0857.The geoid height was determined by GEOID03.
 LD0857
 LD0857;                    North         East     Units Scale Factor Converg.
 LD0857;SPC IA S     -   109,005.475   664,943.704   MT  0.99995681   +1 17 27.0
 LD0857;UTM  15      - 4,535,883.497   622,827.608   MT  0.99978568   +0 57 25.5
 LD0857
 LD0857                          SUPERSEDED SURVEY CONTROL
 LD0857
 LD0857  NAD 83(1986)-  40 57 53.55158(N)    091 32 25.19600(W) AD(       ) 4
 LD0857  NAD 27      -  40 57 53.45200(N)    091 32 24.62600(W) AD(       ) 3
 LD0857
 LD0857.Superseded values are not recommended for survey control.
 LD0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0857.See file dsdata.txt to determine how the superseded data were derived.
 LD0857
 LD0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2282835883(NAD 83)
 LD0857_MARKER: 42 = RADIO/TV MAST
 LD0857
 LD0857  HISTORY     - Date     Condition        Report By
 LD0857  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0857
 LD0857                          STATION DESCRIPTION
 LD0857
 LD0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0857'STATION IS LOCATED IN THE EAST PART OF MOUNT PLEASANT
 LD0857'ON THE NORTH SIDE OF U.S. HIGHWAY 34.  IT IS A SELF SUPPORTING
 LD0857'MAST THAT IS 260 FEET IN HEIGHT AND IS ALTERANTELY PAINTED
 LD0857'ORANGE AND WHITE.  THE FLASHING RED LIGHT ON THE TOP OF THE
 LD0857'MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0863 ***********************************************************************
 LD0863  DESIGNATION -  MT PLEASANT SHEAFFER PEN CO TK
 LD0863  PID         -  LD0863
 LD0863  STATE/COUNTY-  IA/HENRY
 LD0863  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0863
 LD0863                         *CURRENT SURVEY CONTROL
 LD0863  ___________________________________________________________________
 LD0863* NAD 83(1996)-  40 58 18.11775(N)    091 32 54.90762(W)     ADJUSTED  
 LD0863* NAVD 88     -                                                        
 LD0863  ___________________________________________________________________
 LD0863  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 LD0863  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0863
 LD0863  HORZ ORDER  -  THIRD
 LD0863
 LD0863.The horizontal coordinates were established by classical geodetic methods
 LD0863.and adjusted by the National Geodetic Survey in May 1999..
 LD0863
 LD0863
 LD0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0863
 LD0863.The geoid height was determined by GEOID03.
 LD0863
 LD0863;                    North         East     Units Scale Factor Converg.
 LD0863;SPC IA S     -   109,747.719   664,231.880   MT  0.99995633   +1 17 07.4
 LD0863;UTM  15      - 4,536,629.746   622,120.241   MT  0.99978355   +0 57 06.4
 LD0863
 LD0863                          SUPERSEDED SURVEY CONTROL
 LD0863
 LD0863  NAD 83(1986)-  40 58 18.12661(N)    091 32 54.91934(W) AD(       ) 4
 LD0863  NAD 27      -  40 58 18.02800(N)    091 32 54.35000(W) AD(       ) 3
 LD0863
 LD0863.Superseded values are not recommended for survey control.
 LD0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0863.See file dsdata.txt to determine how the superseded data were derived.
 LD0863
 LD0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2212036630(NAD 83)
 LD0863_MARKER: 53 = ELEVATED TANK
 LD0863
 LD0863  HISTORY     - Date     Condition        Report By
 LD0863  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0863
 LD0863                          STATION DESCRIPTION
 LD0863
 LD0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0863'STATION IS LOCATED IN THE EASTERN PART OF MOUNT PLEASANT
 LD0863'AT LINCOLN STREET ON THE NORTH SIDE OF THE RAILROAD TRACKS.
 LD0863'IT IS A SILVER COLORED, METAL TANK SUPPORTED BY FOUR STRUCTURAL
 LD0863'STEEL LEGS AND IS ABOUT 100 FEET IN HEIGHT.  SHEAFFER FINELINE
 LD0863'DIVISION IS PAINTED, IN LARGE BLACK LETTERS, ON THE SIDE
 LD0863'OF THE TANK.  THE TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0861 ***********************************************************************
 LD0861  DESIGNATION -  MT PLEASANT ST MENTAL INST STK
 LD0861  PID         -  LD0861
 LD0861  STATE/COUNTY-  IA/HENRY
 LD0861  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0861
 LD0861                         *CURRENT SURVEY CONTROL
 LD0861  ___________________________________________________________________
 LD0861* NAD 83(1996)-  40 57 13.62651(N)    091 32 10.41780(W)     ADJUSTED  
 LD0861* NAVD 88     -                                                        
 LD0861  ___________________________________________________________________
 LD0861  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 LD0861  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0861
 LD0861  HORZ ORDER  -  THIRD
 LD0861
 LD0861.The horizontal coordinates were established by classical geodetic methods
 LD0861.and adjusted by the National Geodetic Survey in May 1999..
 LD0861
 LD0861
 LD0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0861
 LD0861.The geoid height was determined by GEOID03.
 LD0861
 LD0861;                    North         East     Units Scale Factor Converg.
 LD0861;SPC IA S     -   107,782.286   665,316.691   MT  0.99995762   +1 17 36.7
 LD0861;UTM  15      - 4,534,658.366   623,193.398   MT  0.99978679   +0 57 34.4
 LD0861
 LD0861                          SUPERSEDED SURVEY CONTROL
 LD0861
 LD0861  NAD 83(1986)-  40 57 13.63519(N)    091 32 10.42928(W) AD(       ) 4
 LD0861  NAD 27      -  40 57 13.53400(N)    091 32 09.85800(W) AD(       ) 3
 LD0861
 LD0861.Superseded values are not recommended for survey control.
 LD0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0861.See file dsdata.txt to determine how the superseded data were derived.
 LD0861
 LD0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2319334658(NAD 83)
 LD0861_MARKER: 63 = STACK
 LD0861
 LD0861  HISTORY     - Date     Condition        Report By
 LD0861  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0861
 LD0861                          STATION DESCRIPTION
 LD0861
 LD0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0861'STATION IS LOCATED IN THE SOUTHEASTERN PART OF MOUNT PLEASANT
 LD0861'ABOUT 1.0 MILE SOUTH OF U.S. HIGHWAY 34.  IT IS A LARGE,
 LD0861'RED BRICK STACK THAT IS 225 FEET IN HEIGHT.  THE TOP OF
 LD0861'THE STACK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0865 ***********************************************************************
 LD0865  DESIGNATION -  MT PLEASANT ST MENTAL INST TK
 LD0865  PID         -  LD0865
 LD0865  STATE/COUNTY-  IA/HENRY
 LD0865  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0865
 LD0865                         *CURRENT SURVEY CONTROL
 LD0865  ___________________________________________________________________
 LD0865* NAD 83(1996)-  40 57 14.30170(N)    091 32 16.59664(W)     ADJUSTED  
 LD0865* NAVD 88     -                                                        
 LD0865  ___________________________________________________________________
 LD0865  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 LD0865  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0865
 LD0865  HORZ ORDER  -  THIRD
 LD0865
 LD0865.The horizontal coordinates were established by classical geodetic methods
 LD0865.and adjusted by the National Geodetic Survey in May 1999..
 LD0865
 LD0865
 LD0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0865
 LD0865.The geoid height was determined by GEOID03.
 LD0865
 LD0865;                    North         East     Units Scale Factor Converg.
 LD0865;SPC IA S     -   107,799.848   665,171.759   MT  0.99995761   +1 17 32.7
 LD0865;UTM  15      - 4,534,676.768   623,048.595   MT  0.99978635   +0 57 30.3
 LD0865
 LD0865                          SUPERSEDED SURVEY CONTROL
 LD0865
 LD0865  NAD 83(1986)-  40 57 14.31040(N)    091 32 16.60819(W) AD(       ) 4
 LD0865  NAD 27      -  40 57 14.20900(N)    091 32 16.03700(W) AD(       ) 3
 LD0865
 LD0865.Superseded values are not recommended for survey control.
 LD0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0865.See file dsdata.txt to determine how the superseded data were derived.
 LD0865
 LD0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2304934677(NAD 83)
 LD0865_MARKER: 53 = ELEVATED TANK
 LD0865
 LD0865  HISTORY     - Date     Condition        Report By
 LD0865  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0865
 LD0865                          STATION DESCRIPTION
 LD0865
 LD0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0865'STATION IS LOCATED IN THE SOUTHEASTERN PART OF MOUNT PLEASANT
 LD0865'ABOUT 1.0 MILE SOUTH OF U.S. HIGHWAY 34.  IT IS A SILVER
 LD0865'COLORED, METAL TANK THAT IS SUPPORTED BY FOUR STRUCTURAL
 LD0865'STEEL LEGS.  THE TOP OF THE TANK IS TRIMMED WITH ORANGE PAINT.
 LD0865'THE BALL ON TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0549 ***********************************************************************
 MH0549  DESIGNATION -  MUNTERVILLE EV LUTH CH BELFRY
 MH0549  PID         -  MH0549
 MH0549  STATE/COUNTY-  IA/WAPELLO
 MH0549  USGS QUAD   -  CHILLICOTHE (1968)
 MH0549
 MH0549                         *CURRENT SURVEY CONTROL
 MH0549  ___________________________________________________________________
 MH0549* NAD 83(1996)-  41 02 09.59773(N)    092 37 12.51843(W)     ADJUSTED  
 MH0549* NAVD 88     -                                                        
 MH0549  ___________________________________________________________________
 MH0549  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 MH0549  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 MH0549
 MH0549  HORZ ORDER  -  THIRD
 MH0549
 MH0549.The horizontal coordinates were established by classical geodetic methods
 MH0549.and adjusted by the National Geodetic Survey in May 1999..
 MH0549
 MH0549
 MH0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0549
 MH0549.The geoid height was determined by GEOID03.
 MH0549
 MH0549;                    North         East     Units Scale Factor Converg.
 MH0549;SPC IA S     -   115,420.037   573,981.778   MT  0.99995249   +0 34 46.4
 MH0549;UTM  15      - 4,542,822.834   531,929.115   MT  0.99961255   +0 14 57.8
 MH0549
 MH0549                          SUPERSEDED SURVEY CONTROL
 MH0549
 MH0549  NAD 83(1986)-  41 02 09.60240(N)    092 37 12.53195(W) AD(       ) 4
 MH0549  NAD 27      -  41 02 09.56300(N)    092 37 11.84200(W) AD(       ) 3
 MH0549
 MH0549.Superseded values are not recommended for survey control.
 MH0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0549.See file dsdata.txt to determine how the superseded data were derived.
 MH0549
 MH0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF3192942823(NAD 83)
 MH0549_MARKER: 75 = BELFRY
 MH0549
 MH0549  HISTORY     - Date     Condition        Report By
 MH0549  HISTORY     - 1956     FIRST OBSERVED   CGS
 MH0549
 MH0549                          STATION DESCRIPTION
 MH0549
 MH0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0549'THE STATION IS ABOUT 10 MILES EAST OF ALBIA, ALONG THE NORTH
 MH0549'SIDE OF U.S. HIGHWAY 34, IN THE VILLAGE OF MUNTERVILLE.
 MH0549'
 MH0549'THE STATION IS THE CROSS ON TOP OF THE BELFRY WHICH IS ON THE
 MH0549'ROOF AT WEST END OF CHURCH.  THE CHURCH IS ABOUT 50 FEET
 MH0549'HIGH, IS PAINTED WHITE AND HAS A BLUE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0883 ***********************************************************************
 NL0883  DESIGNATION -  MURPHY RESET
 NL0883  PID         -  NL0883
 NL0883  STATE/COUNTY-  IA/CALHOUN
 NL0883  USGS QUAD   -  FONDA (1979)
 NL0883
 NL0883                         *CURRENT SURVEY CONTROL
 NL0883  ___________________________________________________________________
 NL0883* NAD 83(1996)-  42 30 13.20245(N)    094 50 04.46822(W)     ADJUSTED  
 NL0883* NAVD 88     -       374.     (meters)    1227.     (feet)  SCALED    
 NL0883  ___________________________________________________________________
 NL0883  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 NL0883  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 NL0883
 NL0883  HORZ ORDER  -  FIRST
 NL0883
 NL0883.The horizontal coordinates were established by classical geodetic methods
 NL0883.and adjusted by the National Geodetic Survey in May 1999..
 NL0883
 NL0883.The orthometric height was scaled from a topographic map.
 NL0883
 NL0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0883
 NL0883.The geoid height was determined by GEOID03.
 NL0883
 NL0883;                    North         East     Units Scale Factor Converg.
 NL0883;SPC IA N     - 1,112,349.238 1,390,315.807   MT  0.99994944   -0 54 16.2
 NL0883;UTM  15      - 4,707,331.033   349,266.629   MT  0.99987955   -1 14 23.1
 NL0883
 NL0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0883!SPC IA N     -   0.99994587  x   0.99994944  =   0.99989531
 NL0883!UTM  15      -   0.99994587  x   0.99987955  =   0.99982542
 NL0883
 NL0883:                Primary Azimuth Mark                     Grid Az
 NL0883:SPC IA N     -  POMEROY IMM LUTH CH SPIRE                068 15 05.5
 NL0883:UTM  15      -  POMEROY IMM LUTH CH SPIRE                068 35 12.4
 NL0883
 NL0883|---------------------------------------------------------------------|
 NL0883| PID    Reference Object                     Distance      Geod. Az  |
 NL0883|                                                           dddmmss.s |
 NL0883| NL0873 POMEROY IMM LUTH CH SPIRE           APPROX.13.0 KM 0672049.3 |
 NL0883| NL0876 POMEROY ST MARYS CATH CH SPIRE      APPROX.13.6 KM 0682113.9 |
 NL0883| NL0874 POMEROY PUBLIC SCHOOL BELFRY        APPROX.13.4 KM 0691008.3 |
 NL0883| CI5998 MURPHY RM 1                          36.354 METERS 08037     |
 NL0883| NL0821 JOLLEY FARMERS ELEV CO TOWER        APPROX. 9.8 KM 1063748.2 |
 NL0883| NL0823 ROCKWELL CITY MUNICIPAL TANK        APPROX.20.3 KM 1255828.9 |
 NL0883| CI5999 MURPHY RM 2                          34.822 METERS 12645     |
 NL0883| CI6000 MURPHY RM 3                          19.209 METERS 14832     |
 NL0883| CI6001 MURPHY RM 4                          17.236 METERS 19114     |
 NL0883| NL0850 LYTTON COOP CREAMERY ASSN STK       APPROX. 9.3 KM 1923240.5 |
 NL0883| NL0848 LYTTON MUNICIPAL TANK               APPROX. 9.2 KM 1924556.2 |
 NL0883| NL0849 LYTTON EMANUEL ST JOHN LUTH CH      APPROX. 9.1 KM 1934233.0 |
 NL0883| NL0854 ST PETERS EV LUTH CH SPIRE          APPROX.17.2 KM 1945230.0 |
 NL0883| NL0856 ARNDT                                              19817     |
 NL0883| NL0857 SAC CITY HIGH SCHOOL CUPOLA         APPROX.16.1 KM 2354322.8 |
 NL0883| NL0585 SAC CITY MUNICIPAL STANDPIPE        APPROX.16.4 KM 2372857.0 |
 NL0883| NL0557 NEWELL MUNICIPAL TANK               APPROX.17.8 KM 3092921.8 |
 NL0883| NL0888 FONDA MUNICIPAL TANK                APPROX. 8.5 KM 3532629.7 |
 NL0883| NL0882 FONDA OUR LADY GOOD COUNSEL CH      APPROX. 9.1 KM 3535129.9 |
 NL0883| CI5997 MURPHY AZ MK                                       3564525.6 |
 NL0883|---------------------------------------------------------------------|
 NL0883
 NL0883                          SUPERSEDED SURVEY CONTROL
 NL0883
 NL0883  NAD 83(1996)-  42 30 13.20196(N)    094 50 04.46856(W) AD(       ) 1
 NL0883  NAD 83(1986)-  42 30 13.19802(N)    094 50 04.46701(W) AD(       ) 1
 NL0883  NAD 27      -  42 30 13.27600(N)    094 50 03.52500(W) AD(       ) 1
 NL0883
 NL0883.Superseded values are not recommended for survey control.
 NL0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0883.See file dsdata.txt to determine how the superseded data were derived.
 NL0883
 NL0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH4926707331(NAD 83)
 NL0883_MARKER: DS = TRIANGULATION STATION DISK
 NL0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0883
 NL0883  HISTORY     - Date     Condition        Report By
 NL0883  HISTORY     - 1934     MONUMENTED       CGS
 NL0883  HISTORY     - 1950     GOOD             CGS
 NL0883  HISTORY     - 1973     GOOD             NGS
 NL0883
 NL0883                          STATION DESCRIPTION
 NL0883
 NL0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0883'STATION IS ABOUT 5-1/2 MILES S OF FONDA, ABOUT 9 MILES SW
 NL0883'OF POMEROY, IN SW 1/4 SECTION 23, T 89 N, R 34 W, ON LAND
 NL0883'OWNED AND OCCUPIED BY FRANK J. MURPHY, IN HIS BACK YARD, ABOUT
 NL0883'225 FEET N OF THE ROAD, 1 FOOT S OF FENCE THAT SEPARATES YARD
 NL0883'ON S FROM COW LOT ON N, 40 FEET NNE OF NE LEG OF THE WIND-MILL,
 NL0883'105 FEET N OF THE NW CORNER OF THE HOUSE, 37 FEET WSW OF
 NL0883'SW CORNER OF THE BARN, 73 FEET W OF W EDGE OF A CONCRETE
 NL0883'SILO FOUNDATION (NO SILO).  THE MARK IS FLUSH WITH THE
 NL0883'SURFACE.
 NL0883'
 NL0883'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0883'BRONZE DISKS SET IN CONCRETE.
 NL0883'
 NL0883'REFERENCE MARK NO. 1 IS E OF STATION, 1 FOOT S OF THE CORRAL,
 NL0883'AT NW CORNER OF THE IMPLEMENT SHED.  IT PROJECTS 6 INCHES.
 NL0883'
 NL0883'REFERENCE MARK NO. 2 IS SE OF STATION, 91.50 FEET SSW OF
 NL0883'REFERENCE MARK NO. 1, AT NE CORNER OF THE GARAGE.  IT PROJECTS
 NL0883'5 INCHES.
 NL0883'
 NL0883'AZIMUTH MARK IS N OF STATION, 30 FEET E OF CENTER LINE OF
 NL0883'N-S ROAD, 72 FEET S OF CENTER LINE OF E-W ROAD, 40 FEET S OF
 NL0883'FENCE CORNER POST, 1 FOOT E OF RIGHT-OF-WAY FENCE.  IT PROJECTS
 NL0883'5 INCHES.
 NL0883'
 NL0883'TO REACH FROM FONDA, FOLLOW THE MAIN ROAD S 2.5 MILES.  THENCE
 NL0883'E 0.5 MILE.  THENCE S 3.0 MILES TO CROSSROADS.  THENCE E 0.05
 NL0883'MILE TO MR. MURPHYS HOUSE AND STATION ON N SIDE OF ROAD.
 NL0883'
 NL0883'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 NL0883'
 NL0883'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 NL0883
 NL0883                          STATION RECOVERY (1950)
 NL0883
 NL0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0883'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 NL0883'CONDITION.  THE 1934 DESCRIPTION IS ADEQUATE WITH THESE
 NL0883'EXCEPTIONS.  THE 1934 DIRECTION TO R.M. NO. 1 DID NOT CHECK
 NL0883'WITH THE 1950, AND THE GARAGE NEAR R.M. NO. 2 HAS BEEN MOVED.
 NL0883'
 NL0883'REFERENCE MARK NO. 2 IS 74 FEET NORTHEAST OF THE NORTHEAST
 NL0883'CORNER OF THE HOUSE AND 70.7 FEET EAST-SOUTHEAST OF THE
 NL0883'NORTHEAST CORNER OF THE NEW GARAGE.
 NL0883'
 NL0883'A NEW TO REACH DESCRIPTION FOLLOWS.
 NL0883'
 NL0883'TO REACH FROM THE INTERSECTION OF THE MAIN STREET AND HIGHWAY
 NL0883'20 IN LYTTON, GO EAST ON HIGHWAY 20 0.1 MILE TO CROSSROADS,
 NL0883'TURN LEFT (NORTH) ON A GRAVELED ROAD 5.75 MILE TO CROSSROADS,
 NL0883'TURN RIGHT (EAST) 1.0 MILE TO CROSSROADS, CONTINUE EAST
 NL0883'0.05 MILE TO MR. MURPHYS FARM HOME ON THE LEFT AND THE STATION
 NL0883'AS DESCRIBED.
 NL0883'
 NL0883'OBSERVATIONS TAKEN FROM A 90 FT. TOWER.
 NL0883
 NL0883                          STATION RECOVERY (1973)
 NL0883
 NL0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NL0883'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 NL0883'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  BY REQUEST
 NL0883'OF THE PROPERTY OWNER THE STATION MARKS WERE LOWERED THIS
 NL0883'DATE.  THE AZIMUTH MARK AND REFERENCE MARK 2 ARE OBSTRUCTED
 NL0883'BY HOG BARNS.  THE DISTANCE TO REFERENCE MARK 1 CHECKED THE
 NL0883'1934 DISTANCE.  REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 NL0883'ESTABLISHED THIS DATE.  FOLLOWING IS A NEW COMPLETE
 NL0883'DESCRIPTION--
 NL0883'
 NL0883'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH OF FONDA, ABOUT
 NL0883'9.0 MILES SOUTHWEST OF POMEROY, IN THE SOUTHWEST QUARTER OF
 NL0883'SECTION 23, T 89 N, R 34 W, IN A HOG LOT NORTH OF FARM YARD
 NL0883'OWNED BY MR. WILBERT G. JANSSEN, JOLLY, IOWA 50551.
 NL0883'
 NL0883'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NL0883'AND COUNTY ROAD N 28 IN LYTTON, GO NORTH ON N 28 FOR 5.8
 NL0883'MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 NL0883'A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  CONTINUE EAST
 NL0883'FOR 0.05 MILE TO THE DRIVEWAY ON LEFT TO THE JANSSEN FARM
 NL0883'AND THE STATION AS DESCRIBED.
 NL0883'
 NL0883'THE STATION MARKS ARE STANDARD DISKS STAMPED MURPHY 1934
 NL0883'1973, THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE
 NL0883'CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE GROUND SURFACE.
 NL0883'IT IS 59.2 FEET NORTH OF THE NORTHWEST CORNER OF CONCRETE
 NL0883'FOUNDATION FOR A WATER WELL COVER, 41.3 FEET SOUTHEAST OF THE
 NL0883'SOUTHWEST CORNER OF A HOG BARN, 40 FEET NORTH OF THE NORTHEAST
 NL0883'LEG OF A WINDMILL, 33 FEET NORTH OF AN EAST-WEST FENCE AND
 NL0883'33.6 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOG BARN.  THE
 NL0883'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 NL0883'INCHES BELOW THE GROUND.
 NL0883'
 NL0883'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MURPHY NO 1 1934,
 NL0883'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NL0883'6 INCHES ABOVE THE GROUND.  IT IS 113 FEET NORTHEAST OF A
 NL0883'YARD LIGHT POLE AND 2 FEET SOUTH OF AN EAST-WEST FENCE.
 NL0883'
 NL0883'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MURPHY 1934
 NL0883'NO 3 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 NL0883'WITH AN 8 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN
 NL0883'A PLASTIC PIPE AND IS FLUSH WITH THE GROUND.  IT IS 19 FEET
 NL0883'SOUTHWEST OF A CORNER FENCE AND GATE POST, 11.6 FEET
 NL0883'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE AND 2 FEET
 NL0883'NORTH OF THE YARD LIGHT POLE.
 NL0883'
 NL0883'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MURPHY 1934 NO
 NL0883'4 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 NL0883'WITH AN 8 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN
 NL0883'A PLASTIC PIPE AND IS FLUSH WITH THE GROUND.  IT IS 14.4 FEET
 NL0883'WEST OF THE NORTHWEST CORNER OF THE GARAGE, 8.2 FEET
 NL0883'SOUTH-SOUTHEAST OF THE SOUTHEAST LEG OF THE WINDMILL, 5.2 FEET
 NL0883'NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE
 NL0883'FOUNDATION FOR THE WATER WELL COVER AND 2.6 FEET NORTH
 NL0883'OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION FOR THE
 NL0883'WATER WELL COVER.
 NL0883'
 NL0883'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MURPHY 1934, SET
 NL0883'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NL0883'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 76 FEET SOUTH OF
 NL0883'THE CENTER OF COUNTY ROAD D15, 36 FEET SOUTH OF THE CORNER
 NL0883'FENCE POST AND 32 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 NL0883'GRAVELED COUNTY ROAD.
 NL0883'
 NL0883'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON DRIVEWAY
 NL0883'TO EAST-WEST ROAD.  TURN RIGHT AND GO WEST ON GRAVELED ROAD
 NL0883'FOR 0.05 MILE TO CROSSROAD.  TURN RIGHT AND GO NORTH ON GRAVELED
 NL0883'ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NL0883'
 NL0883'REFERENCE MARK 2 IS FLUSH WITH THE GROUND AND IS 7.6 FEET
 NL0883'SOUTH OF THE SOUTH PLANE OF A HOG BARN.
 NL0883'
 NL0883'NOTE--ABOUT A 10 FOOT TRIPOD AT THE STATION IS NEEDED TO SEE
 NL0883'LINE OF SIGHT TO THE AZIMUTH MARK.
 NL0883'
 NL0883'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2
 NL0883'MILES SOUTH OF FONDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0663 ***********************************************************************
 MH0663  DESIGNATION -  MURRAY
 MH0663  PID         -  MH0663
 MH0663  STATE/COUNTY-  IA/CLARKE
 MH0663  USGS QUAD   -  MURRAY (1983)
 MH0663
 MH0663                         *CURRENT SURVEY CONTROL
 MH0663  ___________________________________________________________________
 MH0663* NAD 83(1996)-  41 02 31.16371(N)    093 57 01.90256(W)     ADJUSTED  
 MH0663* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 MH0663  ___________________________________________________________________
 MH0663  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 MH0663  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 MH0663
 MH0663  HORZ ORDER  -  FIRST
 MH0663
 MH0663.The horizontal coordinates were established by classical geodetic methods
 MH0663.and adjusted by the National Geodetic Survey in May 1999..
 MH0663
 MH0663.The orthometric height was scaled from a topographic map.
 MH0663
 MH0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0663
 MH0663.The geoid height was determined by GEOID03.
 MH0663
 MH0663;                    North         East     Units Scale Factor Converg.
 MH0663;SPC IA S     -   115,809.206   462,120.749   MT  0.99995220   -0 17 48.3
 MH0663;UTM  15      - 4,543,853.508   420,109.341   MT  0.99967855   -0 37 27.0
 MH0663
 MH0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0663!SPC IA S     -   0.99994604  x   0.99995220  =   0.99989824
 MH0663!UTM  15      -   0.99994604  x   0.99967855  =   0.99962461
 MH0663
 MH0663|---------------------------------------------------------------------|
 MH0663| PID    Reference Object                     Distance      Geod. Az  |
 MH0663|                                                           dddmmss.s |
 MH0663| CK7003 MURRAY RM 1                          25.844 METERS 06232     |
 MH0663| MH0660 OSCEOLA MUNICIPAL TANK              APPROX.15.4 KM 0925637.9 |
 MH0663| CK7002 MURRAY AZ MK                                       2691821.1 |
 MH0663| MH0265 B 110                                38.542 METERS 35339     |
 MH0663|---------------------------------------------------------------------|
 MH0663
 MH0663                          SUPERSEDED SURVEY CONTROL
 MH0663
 MH0663  NAD 83(1986)-  41 02 31.16596(N)    093 57 01.91694(W) AD(       ) 1
 MH0663  NAD 27      -  41 02 31.19100(N)    093 57 01.10650(W) AD(       ) 1
 MH0663
 MH0663.Superseded values are not recommended for survey control.
 MH0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0663.See file dsdata.txt to determine how the superseded data were derived.
 MH0663
 MH0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF2010943854(NAD 83)
 MH0663_MARKER: DS = TRIANGULATION STATION DISK
 MH0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0663
 MH0663  HISTORY     - Date     Condition        Report By
 MH0663  HISTORY     - 1958     MONUMENTED       CGS
 MH0663
 MH0663                          STATION DESCRIPTION
 MH0663
 MH0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MH0663'THE STATION IS IN THE TOWN OF MURRAY AND IS NEAR THE SOUTHWEST
 MH0663'CORNER OF A SMALL PARK FORMED BY MAPLE STREET, FIFTH STREET
 MH0663'AND THE RAILROAD TRACKS.  IT IS 143 FEET SOUTH OF THE SOUTH
 MH0663'RAIL OF THE RAILROAD TRACKS, 94 FEET NORTHEAST OF THE CENTER
 MH0663'OF THE INTERSECTION OF MAPLE STREET AND FIFTH STREET, 70 FEET
 MH0663'NORTH OF THE CENTERLINE OF FIFTH STREET, 64 FEET EAST OF THE
 MH0663'CENTERLINE OF MAPLE STREET AND 21 FEET NORTH OF THE NORTHEAST
 MH0663'CORNER OF A SMALL FRAME BUILDING.  THE MONUMENT IS FLUSH AND
 MH0663'THE DISK IS STAMPED MURRAY 1958.
 MH0663'
 MH0663'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON MAPLE
 MH0663'STREET FOR 0.05 MILE.  TURN LEFT AND GO WEST ON SIXTH STREET
 MH0663'FOR 0.3 MILE TO A T-INTERSECTION.  TURN LEFT, SOUTH, AND GO
 MH0663'0.05 MILE TO THE RAILROAD TRACKS AND THE AZIMUTH MARK ON THE
 MH0663'LEFT.
 MH0663'
 MH0663'REFERENCE MARK 1 IS 122 FEET SOUTH OF THE SOUTH RAIL OF THE
 MH0663'RAILROAD TRACKS, 109 FEET NORTH OF THE CENTERLINE OF FIFTH
 MH0663'STREET, 30 FEET NORTH-NORTHWEST OF A LARGE TREE AND 23 FEET
 MH0663'SOUTH OF THE CENTERLINE OF A DIRT ROAD LEADING TO THE RAILROAD
 MH0663'DEPOT.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MURRAY
 MH0663'NO 1 1958.
 MH0663'
 MH0663'B.M. B110 IS 48 FEET EAST OF THE CENTERLINE OF MAPLE STREET, 27
 MH0663'FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 13 FEET SOUTH OF THE
 MH0663'SOUTH RAIL OF THE RAILROAD TRACKS AND 10 FEET EAST OF THE
 MH0663'EAST EDGE OF A SIDEWALK.  THE MONUMENT IS A 5 X 5 INCH CONCRETE
 MH0663'POST FLUSH WITH THE GROUND.  IT IS A STANDARD DISK SET IN
 MH0663'THE TOP OF THE CONCRETE MONUMENT AND IS STAMPED B110 1935.
 MH0663'
 MH0663'THE AZIMUTH MARK IS 130 FEET EAST OF THE CENTERLINE OF A GRAVELED
 MH0663'ROAD, 43 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS,
 MH0663'18 FEET EAST OF A LARGE TREE AND 1 FOOT EAST OF A WHITE
 MH0663'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 MH0663'IS STAMPED MURRAY 1958.
 MH0663'
 MH0663'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0791 ***********************************************************************
 MG0791  DESIGNATION -  MUSCATINE
 MG0791  PID         -  MG0791
 MG0791  STATE/COUNTY-  IA/MUSCATINE
 MG0791  USGS QUAD   -  MUSCATINE (1991)
 MG0791
 MG0791                         *CURRENT SURVEY CONTROL
 MG0791  ___________________________________________________________________
 MG0791* NAD 83(1996)-  41 25 25.60244(N)    091 04 18.06313(W)     ADJUSTED  
 MG0791* NAVD 88     -       220.8    (meters)     724.     (feet)  GPS OBS   
 MG0791  ___________________________________________________________________
 MG0791  X           -     -89,583.777 (meters)                     COMP
 MG0791  Y           -  -4,788,886.276 (meters)                     COMP
 MG0791  Z           -   4,197,952.678 (meters)                     COMP
 MG0791  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 MG0791  ELLIP HEIGHT-         187.94  (meters)          (12/06/04) GPS OBS
 MG0791  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0791
 MG0791  HORZ ORDER  -  FIRST
 MG0791  ELLP ORDER  -  FOURTH    CLASS I
 MG0791
 MG0791.The horizontal coordinates were established by GPS observations
 MG0791.and adjusted by the National Geodetic Survey in September 1998..
 MG0791
 MG0791.The orthometric height was determined by GPS observations and a
 MG0791.high-resolution geoid model.
 MG0791
 MG0791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MG0791
 MG0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0791
 MG0791.The ellipsoidal height was determined by GPS observations
 MG0791.and is referenced to NAD 83.
 MG0791
 MG0791.The geoid height was determined by GEOID03.
 MG0791
 MG0791;                    North         East     Units Scale Factor Converg.
 MG0791;SPC IA S     -   160,943.009   702,957.308   MT  0.99995592   +1 35 58.3
 MG0791;SPC IL W     -   528,482.063   624,350.019   MT  1.00001158   -0 35 55.7
 MG0791;SPC IL W     - 1,733,861.57  2,048,388.35   sFT  1.00001158   -0 35 55.7
 MG0791;UTM  15      - 4,587,596.604   661,134.993   MT  0.99991954   +1 16 33.9
 MG0791
 MG0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0791!SPC IA S     -   0.99997052  x   0.99995592  =   0.99992644
 MG0791!SPC IL W     -   0.99997052  x   1.00001158  =   0.99998210
 MG0791!UTM  15      -   0.99997052  x   0.99991954  =   0.99989006
 MG0791
 MG0791|---------------------------------------------------------------------|
 MG0791| PID    Reference Object                     Distance      Geod. Az  |
 MG0791|                                                           dddmmss.s |
 MG0791| CK7004 MUSCATINE RM 1                       47.573 METERS 03330     |
 MG0791| CK7005 MUSCATINE RM 2                       92.379 METERS 13826     |
 MG0791| MG0798 LAKE                                APPROX. 5.5 KM 3003030.2 |
 MG0791| MG0790 MUSCATINE MUNICIPAL TANK             34.013 METERS 30532     |
 MG0791|---------------------------------------------------------------------|
 MG0791
 MG0791                          SUPERSEDED SURVEY CONTROL
 MG0791
 MG0791  ELLIP H (09/15/98)  187.97   (m)                       GP(       ) 3 1
 MG0791  NAD 83(1986)-  41 25 25.59675(N)    091 04 18.07186(W) AD(       ) 1
 MG0791  NAD 27      -  41 25 25.49700(N)    091 04 17.52900(W) AD(       ) 1
 MG0791  NGVD 29 (07/19/86)  222.7    (m)          731.     (f) VERT ANG       
 MG0791
 MG0791.Superseded values are not recommended for survey control.
 MG0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0791.See file dsdata.txt to determine how the superseded data were derived.
 MG0791
 MG0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF6113587597(NAD 83)
 MG0791_MARKER: DS = TRIANGULATION STATION DISK
 MG0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0791_PROJECTION: FLUSH
 MG0791_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MG0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0791+STABILITY: SURFACE MOTION
 MG0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0791+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1996
 MG0791
 MG0791  HISTORY     - Date     Condition        Report By
 MG0791  HISTORY     - 1931     MONUMENTED       CGS
 MG0791  HISTORY     - 1934     GOOD             IOWAGS
 MG0791  HISTORY     - 1968     GOOD             CGS
 MG0791  HISTORY     - 19960604 GOOD             USPSQD
 MG0791  HISTORY     - 19960822 GOOD             SECI
 MG0791  HISTORY     - 19980819 GOOD             USPSQD
 MG0791
 MG0791                          STATION DESCRIPTION
 MG0791
 MG0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 MG0791'STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE CITY-OWNED PLOT
 MG0791'AT KINDLER AND NEWELL STREETS, MUSCATINE, ON WHICH THE CITY
 MG0791'RESERVOIR AND WATER TANK ARE LOCATED.  IT IS 33.8 METERS
 MG0791'SOUTHEAST OF THE CENTERLINE OF THE WATER TANK, 18.2 METERS
 MG0791'WEST OF THE CENTERLINE OF KINDLER STREET, AT A POINT 60 METERS
 MG0791'NORTH OF THE CENTERLINE OF NEWELL STREET.  IT IS 5-3/4 METERS
 MG0791'NORTH OF THE CENTERLINE OF THE ALLEY ON THE SOUTH END OF THE
 MG0791'RESERVOIR GROUNDS.
 MG0791'
 MG0791'REFERENCE MARK NO. 1 IS IN THE SIDEWALK IN FRONT OF THE
 MG0791'RESIDENCE OF MR. W.P. HITCHCOCK, ON THE EAST SIDE OF KINDLER
 MG0791'STREET, DIRECTLY OPPOSITE THE SHOP ON THE RESERVOIR GROUNDS.  IT
 MG0791'IS 8 METERS EAST OF THE CENTERLINE OF KINDLER STREET, AND 9.4
 MG0791'METERS NORTH OF THE CENTERLINE OF THE DRIVEWAY INTO THE GARAGE
 MG0791'OF THE HITCHCOCK PLACE.
 MG0791'
 MG0791'REFERENCE MARK NO. 2 IS 6.4 METERS SOUTH OF THE CENTERLINE OF
 MG0791'NEWELL STREET AT A POINT 36 METERS EAST OF THE CENTERLINE OF
 MG0791'KINDLER STREET IN THE PARKWAY.
 MG0791'
 MG0791'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 MG0791
 MG0791                          STATION RECOVERY (1934)
 MG0791
 MG0791'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MG0791'ORIGINAL DESCRIPTION WELL DESCRIBES STATION.  STATION IN GOOD
 MG0791'ORDER, REFERENCE POINTS ALSO IN GOOD ORDER.  DESCRIPTIONS ALSO
 MG0791'GOOD.
 MG0791
 MG0791                          STATION RECOVERY (1968)
 MG0791
 MG0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JFS)
 MG0791'ALL MARKS FOUND IN GOOD CONDITION AND AS DESCRIBED.
 MG0791
 MG0791                          STATION RECOVERY (1996)
 MG0791
 MG0791'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0791'RECOVERED IN GOOD CONDITION.
 MG0791
 MG0791                          STATION RECOVERY (1996)
 MG0791
 MG0791'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MG0791'RECOVERED AS DESCRIBED.  THE STATION IS LOCATED 59 FT (18.0 M) WEST OF
 MG0791'THE CENTERLINE OF KINDLER, 18 FT (5.5 M) NORTH OF THE CENTERLINE OF AN
 MG0791'ALLEY, 87 FT (26.5 M) SOUTHWEST OF A FIRE HYDRANT, 86 FT (26.2 M)
 MG0791'NORTHWEST OF A POWER POLE, 42.5 FT (13.0 M) NORTHWEST OF A NORTHEAST
 MG0791'GARAGE CORNER, AND 38 FT (11.6 M) NORTHEAST OF A NORTHEAST GARAGE
 MG0791'CORNER.
 MG0791
 MG0791                          STATION RECOVERY (1998)
 MG0791
 MG0791'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0793 ***********************************************************************
 MG0793  DESIGNATION -  MUSCATINE AIRPORT BEACON 27A
 MG0793  PID         -  MG0793
 MG0793  STATE/COUNTY-  IA/MUSCATINE
 MG0793  USGS QUAD   -  LETTS (1965)
 MG0793
 MG0793                         *CURRENT SURVEY CONTROL
 MG0793  ___________________________________________________________________
 MG0793* NAD 83(1996)-  41 21 48.53520(N)    091 08 40.58472(W)     ADJUSTED  
 MG0793* NAVD 88     -                                                        
 MG0793  ___________________________________________________________________
 MG0793  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 MG0793  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MG0793
 MG0793  HORZ ORDER  -  THIRD
 MG0793
 MG0793.This mark is at Muscatine Municipal Airport (MUT)
 MG0793
 MG0793.The horizontal coordinates were established by classical geodetic methods
 MG0793.and adjusted by the National Geodetic Survey in May 1999..
 MG0793
 MG0793
 MG0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0793
 MG0793.The geoid height was determined by GEOID03.
 MG0793
 MG0793;                    North         East     Units Scale Factor Converg.
 MG0793;SPC IA S     -   154,081.560   697,045.290   MT  0.99995238   +1 33 05.4
 MG0793;SPC IL W     -   521,851.993   618,178.794   MT  1.00002354   -0 38 46.6
 MG0793;SPC IL W     - 1,712,109.41  2,028,141.59   sFT  1.00002354   -0 38 46.6
 MG0793;UTM  15      - 4,580,769.042   655,184.508   MT  0.99989638   +1 13 34.9
 MG0793
 MG0793                          SUPERSEDED SURVEY CONTROL
 MG0793
 MG0793  NAD 83(1986)-  41 21 48.52984(N)    091 08 40.58998(W) AD(       ) 4
 MG0793  NAD 27      -  41 21 48.43100(N)    091 08 40.04600(W) AD(       ) 3
 MG0793
 MG0793.Superseded values are not recommended for survey control.
 MG0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0793.See file dsdata.txt to determine how the superseded data were derived.
 MG0793
 MG0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5518580769(NAD 83)
 MG0793_MARKER: 21 = AIRPORT BEACON
 MG0793
 MG0793  HISTORY     - Date     Condition        Report By
 MG0793  HISTORY     - 1931     FIRST OBSERVED   CGS
 MG0793  HISTORY     - 1976     GOOD             NGS
 MG0793  HISTORY     - 19840615 GOOD             CGS
 MG0793  HISTORY     - 19960607 GOOD             USPSQD
 MG0793  HISTORY     - 19980819 GOOD             USPSQD
 MG0793
 MG0793                          STATION DESCRIPTION
 MG0793
 MG0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 MG0793'RECOVERED IN GOOD CONDITION.
 MG0793'
 MG0793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MUSCATINE
 MG0793'MUNICIPAL AIRPORT.
 MG0793
 MG0793                          STATION RECOVERY (1984)
 MG0793
 MG0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1984
 MG0793'THE STATION IS LOCATED IN THE SOUTH PORTION OF THE AIRPORT ABOUT 100
 MG0793'FT (30.5 M) SW OF THE AIRPORT TERMINAL BUILDING.  IT IS A STANDARD
 MG0793'AIRPORT BEACON FLASHING GREEN AND WHITE ATOP A STEEL TOWER PAINTED IN
 MG0793'ALTERNATE SECTIONS OF RED AND WHITE.  THE POINT INTERSECTED WAS THE
 MG0793'SPINDLE BENEATH THE LIGHT.  A POINT WAS SET PRECISELY PLUMB BENEATH
 MG0793'THE SPINDLE AND MARKED WITH A PK NAIL SET IN A DRILL HOLE.
 MG0793
 MG0793                          STATION RECOVERY (1996)
 MG0793
 MG0793'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0793'RECOVERED IN GOOD CONDITION.
 MG0793
 MG0793                          STATION RECOVERY (1998)
 MG0793
 MG0793'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0790 ***********************************************************************
 MG0790  DESIGNATION -  MUSCATINE MUNICIPAL TANK
 MG0790  PID         -  MG0790
 MG0790  STATE/COUNTY-  IA/MUSCATINE
 MG0790  USGS QUAD   -  MUSCATINE (1991)
 MG0790
 MG0790                         *CURRENT SURVEY CONTROL
 MG0790  ___________________________________________________________________
 MG0790* NAD 83(1996)-  41 25 26.24312(N)    091 04 19.25523(W)     ADJUSTED  
 MG0790* NAVD 88     -                                                        
 MG0790  ___________________________________________________________________
 MG0790  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 MG0790  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0790
 MG0790  HORZ ORDER  -  THIRD
 MG0790
 MG0790.The horizontal coordinates were established by classical geodetic methods
 MG0790.and adjusted by the National Geodetic Survey in May 1999..
 MG0790
 MG0790
 MG0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0790
 MG0790.The geoid height was determined by GEOID03.
 MG0790
 MG0790;                    North         East     Units Scale Factor Converg.
 MG0790;SPC IA S     -   160,961.994   702,929.087   MT  0.99995593   +1 35 57.5
 MG0790;SPC IL W     -   528,502.117   624,322.546   MT  1.00001163   -0 35 56.5
 MG0790;SPC IL W     - 1,733,927.36  2,048,298.22   sFT  1.00001163   -0 35 56.5
 MG0790;UTM  15      - 4,587,615.747   661,106.881   MT  0.99991943   +1 16 33.2
 MG0790
 MG0790                          SUPERSEDED SURVEY CONTROL
 MG0790
 MG0790  NAD 83(1986)-  41 25 26.23761(N)    091 04 19.26378(W) AD(       ) 4
 MG0790  NAD 27      -  41 25 26.13829(N)    091 04 18.72063(W) AD(       ) 3
 MG0790
 MG0790.Superseded values are not recommended for survey control.
 MG0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0790.See file dsdata.txt to determine how the superseded data were derived.
 MG0790
 MG0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF6110787616(NAD 83)
 MG0790_MARKER: 51 = TANK
 MG0790_SETTING: 0 = UNSPECIFIED SETTING
 MG0790
 MG0790  HISTORY     - Date     Condition        Report By
 MG0790  HISTORY     - 1931     FIRST OBSERVED   CGS
 MG0790  HISTORY     - 1976     GOOD             NGS
 MG0790  HISTORY     - 19960604 GOOD             USPSQD
 MG0790  HISTORY     - 19980819 GOOD             USPSQD
 MG0790
 MG0790                          STATION DESCRIPTION
 MG0790
 MG0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 MG0790'RECOVERED IN GOOD CONDITION.
 MG0790'
 MG0790'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MUSCATINE.
 MG0790
 MG0790                          STATION RECOVERY (1996)
 MG0790
 MG0790'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0790'RECOVERED IN GOOD CONDITION.
 MG0790
 MG0790                          STATION RECOVERY (1998)
 MG0790
 MG0790'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8263 ***********************************************************************
 AJ8263  PACS        -  This is a Primary Airport Control Station.
 AJ8263  DESIGNATION -  MUT A 2001
 AJ8263  PID         -  AJ8263
 AJ8263  STATE/COUNTY-  IA/MUSCATINE
 AJ8263  USGS QUAD   -  LETTS (1965)
 AJ8263
 AJ8263                         *CURRENT SURVEY CONTROL
 AJ8263  ___________________________________________________________________
 AJ8263* NAD 83(1996)-  41 21 39.34368(N)    091 09 10.27344(W)     ADJUSTED  
 AJ8263* NAVD 88     -       166.00   (meters)     544.6    (feet)  GPS OBS   
 AJ8263  ___________________________________________________________________
 AJ8263  X           -     -96,460.018 (meters)                     COMP
 AJ8263  Y           -  -4,793,327.977 (meters)                     COMP
 AJ8263  Z           -   4,192,679.755 (meters)                     COMP
 AJ8263  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AJ8263  ELLIP HEIGHT-         133.09  (meters)          (06/15/04) GPS OBS
 AJ8263  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AJ8263
 AJ8263  HORZ ORDER  -  B
 AJ8263  ELLP ORDER  -  FOURTH    CLASS I
 AJ8263
 AJ8263.This mark is at Muscatine Municipal Airport (MUT)
 AJ8263
 AJ8263.The horizontal coordinates were established by GPS observations
 AJ8263.and adjusted by the National Geodetic Survey in November 2002..
 AJ8263
 AJ8263.The orthometric height was determined by GPS observations and a
 AJ8263.high-resolution geoid model.
 AJ8263
 AJ8263.GPS derived orthometric heights for airport stations designated as
 AJ8263.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8263.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8263.not indicate centimeter accuracy relative to other marks which are
 AJ8263.part of the NAVD 88 network.
 AJ8263
 AJ8263.Photographs are available for this station.
 AJ8263
 AJ8263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8263
 AJ8263.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8263
 AJ8263.The ellipsoidal height was determined by GPS observations
 AJ8263.and is referenced to NAD 83.
 AJ8263
 AJ8263.The geoid height was determined by GEOID03.
 AJ8263
 AJ8263;                    North         East     Units Scale Factor Converg.
 AJ8263;SPC IA S     -   153,779.466   696,363.199   MT  0.99995226   +1 32 45.8
 AJ8263;UTM  15      - 4,580,470.842   654,500.753   MT  0.99989377   +1 13 15.0
 AJ8263
 AJ8263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8263!SPC IA S     -   0.99997912  x   0.99995226  =   0.99993139
 AJ8263!UTM  15      -   0.99997912  x   0.99989377  =   0.99987290
 AJ8263
 AJ8263                          SUPERSEDED SURVEY CONTROL
 AJ8263
 AJ8263  ELLIP H (11/27/02)  133.10   (m)                       GP(       ) 4 1
 AJ8263  NAD 83(1996)-  41 21 39.34361(N)    091 09 10.27362(W) AD(       ) B
 AJ8263  ELLIP H (03/18/02)  133.10   (m)                       GP(       ) 4 1
 AJ8263
 AJ8263.Superseded values are not recommended for survey control.
 AJ8263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8263.See file dsdata.txt to determine how the superseded data were derived.
 AJ8263
 AJ8263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5450180471(NAD 83)
 AJ8263_MARKER: I = METAL ROD
 AJ8263_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8263_STAMPING: MUT A 2001
 AJ8263_MARK LOGO: NGS   
 AJ8263_PROJECTION: FLUSH
 AJ8263_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8263+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004
 AJ8263_ROD/PIPE-DEPTH: 27.4 meters
 AJ8263_SLEEVE-DEPTH  : 1.0 meters
 AJ8263
 AJ8263  HISTORY     - Date     Condition        Report By
 AJ8263  HISTORY     - 20010417 MONUMENTED       WOOLPT
 AJ8263  HISTORY     - 20010511 GOOD             WOOLPT
 AJ8263  HISTORY     - 20031106 GOOD             JCLS
 AJ8263  HISTORY     - 20040601 GOOD             NGS
 AJ8263
 AJ8263                          STATION DESCRIPTION
 AJ8263
 AJ8263'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (BJM)
 AJ8263'THE STATION IS LOCATED AT THE CITY OF MUSCATINE MUNICIPAL
 AJ8263'AIRPORT.  OWNERSHIP-- MUSCATINE MUNICIPAL AIRPORT. CONTACT THE
 AJ8263'MUSCATINE MUNICIPAL AIRPORT MANAGER, JANET LEWIS, AT 319-263-8672
 AJ8263'AT LEAST 48 HOURS IN ADVANCE FOR ACCESS.
 AJ8263' 
 AJ8263'TO REACH THE STATION FROM THE JUNCTION OF BUS US 61 AND ST RT 92
 AJ8263'WITH US 61 AT THE SOUTHWEST SIDE OF THE CITY OF MUSCATINE.
 AJ8263'PROCEED IN A SOUTHWESTERLY DIRECTION APPROXIMATELY 3.4 MI ON 61
 AJ8263'AND 92 TO THE AIRPORT ACCESS ROAD ON THE RIGHT. TURN RIGHT AND GO
 AJ8263'IN A NORTHWESTERLY DIRECTION FOR 0.1 MI TO THE MAIN AIRPORT GATE
 AJ8263'NEXT TO THE TERMINAL BUILDING. TO REACH THE STATION FROM THE
 AJ8263'TERMINAL BUILDING GATE, CONTINUE IN A NORTHWESTERLY DIRECTION
 AJ8263'ACROSS THE AIRCRAFT PARKING APRON FOR APPROXIMATELY 0.05 MI TO
 AJ8263'THE INTERSECTION OF THE PARKING APRON AND TAXIWAY B. CONTINUE  IN
 AJ8263'A NORTHWESTERLY DIRECTION ON TAXIWAY B FOR APPROXIMATELY 0.05 MI
 AJ8263'TO THE INTERSECTION OF TAXIWAY B WITH TAXIWAY A. TURN LEFT ON
 AJ8263'TAXIWAY A AND PROCEED IN A SOUTHWESTERLY DIRECTION FOR 0.45 MI TO
 AJ8263'THE RUN-UP PAD AND THE STATION ON THE LEFT.
 AJ8263' 
 AJ8263'THE STATION IS LOCATED 52.73 M ON AN AZIMUTH OF 155 DEGREES FROM
 AJ8263'THE EAST CORNER OF THE RUN-UP PAD, 6.97 M ON AN AZIMUTH OF 015
 AJ8263'DEGREES FROM THE NORTHEAST FENCE POST CORNER AND A CARSONITE
 AJ8263'WITNESS POST, 30.48 M ON AN AZIMUTH OF 002 DEGREES FROM THE WEST
 AJ8263'CORNER OF A CONCRETE PAD OF A CROP DUSTING FILL AREA, AND 9.0 M ON
 AJ8263'AN AZIMUTH OF APPROXIMATELY 26 DEGREES FROM THE CENTERLINE OF A
 AJ8263'DIRT PATH LEADING TO THE CROP DUSTING FILL AREA. THE STATION IS A
 AJ8263'PUNCHMARK SET IN THE TOP OF A STAINLESS STEEL ROD DRIVEN TO A
 AJ8263'REFUSAL DEPTH OF 27.4 M, ENCASED IN A 1 M FINNED SLEEVE FILLED WITH
 AJ8263'NON-TOXIC GREASE, 7 CM BENEATH THE ACCESS COVER OF A STANDARD
 AJ8263'NGS GEODETIC CONTROL LOGO CAP STAMPED--MUT A 2001-- ENCASED IN A
 AJ8263'5 IN PVC PIPE SURROUNDED BY A 0.3 M DIAMETER CONCRETE COLLAR
 AJ8263'WITH AN IMBEDDED IRON ROD THAT IS FLUSH WITH THE GROUND. THE
 AJ8263'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AJ8263'THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 AJ8263'STATION.
 AJ8263' 
 AJ8263' 
 AJ8263' 
 AJ8263'
 AJ8263
 AJ8263                          STATION RECOVERY (2003)
 AJ8263
 AJ8263'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AJ8263'RECOVERED IN GOOD CONDITION.
 AJ8263
 AJ8263                          STATION RECOVERY (2004)
 AJ8263
 AJ8263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (ACK)
 AJ8263'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8264 ***********************************************************************
 AJ8264  SACS        -  This is a Secondary Airport Control Station.
 AJ8264  DESIGNATION -  MUT B 2001
 AJ8264  PID         -  AJ8264
 AJ8264  STATE/COUNTY-  IA/MUSCATINE
 AJ8264  USGS QUAD   -  LETTS (1965)
 AJ8264
 AJ8264                         *CURRENT SURVEY CONTROL
 AJ8264  ___________________________________________________________________
 AJ8264* NAD 83(1996)-  41 22 10.60304(N)    091 08 07.43424(W)     ADJUSTED  
 AJ8264* NAVD 88     -       165.11   (meters)     541.7    (feet)  GPS OBS   
 AJ8264  ___________________________________________________________________
 AJ8264  X           -     -94,987.070 (meters)                     COMP
 AJ8264  Y           -  -4,792,719.281 (meters)                     COMP
 AJ8264  Z           -   4,193,402.945 (meters)                     COMP
 AJ8264  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AJ8264  ELLIP HEIGHT-         132.20  (meters)          (06/15/04) GPS OBS
 AJ8264  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AJ8264
 AJ8264  HORZ ORDER  -  FIRST
 AJ8264  ELLP ORDER  -  FOURTH    CLASS I
 AJ8264
 AJ8264.This mark is at Muscatine Municipal Airport (MUT)
 AJ8264
 AJ8264.The horizontal coordinates were established by GPS observations
 AJ8264.and adjusted by the National Geodetic Survey in November 2002..
 AJ8264
 AJ8264.The orthometric height was determined by GPS observations and a
 AJ8264.high-resolution geoid model.
 AJ8264
 AJ8264.GPS derived orthometric heights for airport stations designated as
 AJ8264.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8264.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8264.not indicate centimeter accuracy relative to other marks which are
 AJ8264.part of the NAVD 88 network.
 AJ8264
 AJ8264.Photographs are available for this station.
 AJ8264
 AJ8264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8264
 AJ8264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8264
 AJ8264.The ellipsoidal height was determined by GPS observations
 AJ8264.and is referenced to NAD 83.
 AJ8264
 AJ8264.The geoid height was determined by GEOID03.
 AJ8264
 AJ8264;                    North         East     Units Scale Factor Converg.
 AJ8264;SPC IA S     -   154,782.976   697,796.950   MT  0.99995269   +1 33 27.2
 AJ8264;UTM  15      - 4,581,466.145   655,940.093   MT  0.99989927   +1 13 57.3
 AJ8264
 AJ8264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8264!SPC IA S     -   0.99997926  x   0.99995269  =   0.99993196
 AJ8264!UTM  15      -   0.99997926  x   0.99989927  =   0.99987854
 AJ8264
 AJ8264                          SUPERSEDED SURVEY CONTROL
 AJ8264
 AJ8264  ELLIP H (11/27/02)  132.21   (m)                       GP(       ) 4 1
 AJ8264  NAD 83(1996)-  41 22 10.60297(N)    091 08 07.43442(W) AD(       ) 1
 AJ8264  ELLIP H (03/18/02)  132.21   (m)                       GP(       ) 4 1
 AJ8264
 AJ8264.Superseded values are not recommended for survey control.
 AJ8264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8264.See file dsdata.txt to determine how the superseded data were derived.
 AJ8264
 AJ8264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5594081466(NAD 83)
 AJ8264_MARKER: DD = SURVEY DISK
 AJ8264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8264_STAMPING: MUT B 2001
 AJ8264_MARK LOGO: NGS   
 AJ8264_PROJECTION: FLUSH
 AJ8264_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8264+STABILITY: SURFACE MOTION
 AJ8264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8264+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004
 AJ8264
 AJ8264  HISTORY     - Date     Condition        Report By
 AJ8264  HISTORY     - 20010417 MONUMENTED       WOOLPT
 AJ8264  HISTORY     - 20010511 GOOD             WOOLPT
 AJ8264  HISTORY     - 20040601 GOOD             NGS
 AJ8264
 AJ8264                          STATION DESCRIPTION
 AJ8264
 AJ8264'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (BJM)
 AJ8264'THE STATION IS LOCATED AT THE CITY OF MUSCATINE MUNICIPAL
 AJ8264'AIRPORT. OWNERSHIP-- MUSCATINE MUNICIPAL AIRPORT. CONTACT THE
 AJ8264'MUSCATINE MUNICIPAL AIRPORT MANAGER, JANET LEWIS, AT 319-263-8672
 AJ8264'AT LEAST 48 HOURS IN ADVANCE FOR ACCESS.
 AJ8264' 
 AJ8264' 
 AJ8264'TO REACH THE STATION BEGIN AT THE JUNCTION OF BUS US 61
 AJ8264'AND ST RT 92 WITH US 61 AT THE SOUTHWEST SIDE OF THE CITY OF
 AJ8264'MUSCATINE. PROCEED IN A SOUTHWESTERLY DIRECTION 3.4 MI ON 61 AND 92 TO
 AJ8264'THE AIRPORT
 AJ8264'ACCESS ROAD ON THE RIGHT. TURN RIGHT AND GO IN A NORTHWESTERLY
 AJ8264'DIRECTION FOR 0.1 MI TO
 AJ8264'THE MAIN AIRPORT GATE NEXT TO THE TERMINAL BUILDING. TO REACH THE
 AJ8264'STATION
 AJ8264'FROM THE TERMINAL BUILDING GATE CONTINUE IN A NORTHWESTERLY
 AJ8264'DIRECTION ACROSS THE AIRCRAFT PARKING APRON FOR 0.05 MI TO THE
 AJ8264'INTERSECTION OF THE
 AJ8264'PARKING APRON WITH TAXIWAY B. CONTINUE IN A NORTHWESTERLY DIRECTION
 AJ8264'ALONG TAXIWAY B
 AJ8264'FOR 0.05 MI TO THE INTERSECTION OF TAXIWAY B WITH TAXIWAY A. TURN
 AJ8264'RIGHT ONTO TAXIWAY A
 AJ8264'AND PROCEED IN A NORTHEASTERLY DIRECTION FOR 0.25 MI TO THE RUN-UP
 AJ8264'PAD. CONTINUE IN A
 AJ8264'NORTHEASTERLY DIRECTION ACROSS A GRASS AREA FOR 0.05 MI TO THE STATION
 AJ8264'ON THE RIGHT.
 AJ8264' 
 AJ8264'THE STATION IS LOCATED 117.5 M ON AN AZIMUTH OF 056 DEGREES FROM
 AJ8264'THE EAST CORNER OF THE RUN-UP PAD ON TAXIWAY A, 21.43 M ON AN
 AJ8264'AZIMUTH OF 328 DEGREES FROM AND PERPENDICULAR TO A CHAIN LINK
 AJ8264'FENCE, 21.74 M ON AN AZIMUTH OF 190 DEGREES, FROM THE EDGE OF A
 AJ8264'CULTIVATED FIELD, AND 0.87 M ON AN AZIMUTH OF 237 DEGREES FROM A
 AJ8264'CARSONITE WITNESS POST. THE STATION IS A STANDARD NGS HORIZONTAL
 AJ8264'CONTROL DISK STAMPED--MUT B 2001--SET IN THE TOP OF A 0.3 M DIAMETER
 AJ8264'CONCRETE MONUMENT, 1.3 M IN DEPTH AND WITH AN IRON ROD IMBEDDED
 AJ8264'IN THE MONUMENT. THE STATION IS FLUSH WITH THE GROUND. THIS
 AJ8264'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8264' 
 AJ8264' 
 AJ8264' 
 AJ8264' 
 AJ8264' 
 AJ8264'
 AJ8264
 AJ8264                          STATION RECOVERY (2004)
 AJ8264
 AJ8264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (ACK)
 AJ8264'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8265 ***********************************************************************
 AJ8265  SACS        -  This is a Secondary Airport Control Station.
 AJ8265  DESIGNATION -  MUT C
 AJ8265  PID         -  AJ8265
 AJ8265  STATE/COUNTY-  IA/MUSCATINE
 AJ8265  USGS QUAD   -  LETTS (1965)
 AJ8265
 AJ8265                         *CURRENT SURVEY CONTROL
 AJ8265  ___________________________________________________________________
 AJ8265* NAD 83(1996)-  41 22 06.88321(N)    091 09 05.29928(W)     ADJUSTED  
 AJ8265* NAVD 88     -       163.64   (meters)     536.9    (feet)  GPS OBS   
 AJ8265  ___________________________________________________________________
 AJ8265  X           -     -96,333.106 (meters)                     COMP
 AJ8265  Y           -  -4,792,767.173 (meters)                     COMP
 AJ8265  Z           -   4,193,315.850 (meters)                     COMP
 AJ8265  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AJ8265  ELLIP HEIGHT-         130.73  (meters)          (06/15/04) GPS OBS
 AJ8265  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AJ8265
 AJ8265  HORZ ORDER  -  FIRST
 AJ8265  ELLP ORDER  -  FOURTH    CLASS I
 AJ8265
 AJ8265.This mark is at Muscatine Municipal Airport (MUT)
 AJ8265
 AJ8265.The horizontal coordinates were established by GPS observations
 AJ8265.and adjusted by the National Geodetic Survey in November 2002..
 AJ8265
 AJ8265.The orthometric height was determined by GPS observations and a
 AJ8265.high-resolution geoid model.
 AJ8265
 AJ8265.GPS derived orthometric heights for airport stations designated as
 AJ8265.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8265.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8265.not indicate centimeter accuracy relative to other marks which are
 AJ8265.part of the NAVD 88 network.
 AJ8265
 AJ8265.Photographs are available for this station.
 AJ8265
 AJ8265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8265
 AJ8265.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8265
 AJ8265.The ellipsoidal height was determined by GPS observations
 AJ8265.and is referenced to NAD 83.
 AJ8265
 AJ8265.The geoid height was determined by GEOID03.
 AJ8265
 AJ8265;                    North         East     Units Scale Factor Converg.
 AJ8265;SPC IA S     -   154,631.838   696,455.830   MT  0.99995264   +1 32 49.1
 AJ8265;UTM  15      - 4,581,322.625   654,598.214   MT  0.99989414   +1 13 19.0
 AJ8265
 AJ8265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8265!SPC IA S     -   0.99997949  x   0.99995264  =   0.99993214
 AJ8265!UTM  15      -   0.99997949  x   0.99989414  =   0.99987364
 AJ8265
 AJ8265                          SUPERSEDED SURVEY CONTROL
 AJ8265
 AJ8265  ELLIP H (11/27/02)  130.74   (m)                       GP(       ) 4 1
 AJ8265  NAD 83(1996)-  41 22 06.88314(N)    091 09 05.29946(W) AD(       ) 1
 AJ8265  ELLIP H (03/18/02)  130.74   (m)                       GP(       ) 4 1
 AJ8265
 AJ8265.Superseded values are not recommended for survey control.
 AJ8265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8265.See file dsdata.txt to determine how the superseded data were derived.
 AJ8265
 AJ8265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5459881323(NAD 83)
 AJ8265_MARKER: DD = SURVEY DISK
 AJ8265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8265_STAMPING: MUT C 2001
 AJ8265_MARK LOGO: NGS   
 AJ8265_PROJECTION: FLUSH
 AJ8265_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8265+STABILITY: SURFACE MOTION
 AJ8265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8265+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004
 AJ8265
 AJ8265  HISTORY     - Date     Condition        Report By
 AJ8265  HISTORY     - 20010417 MONUMENTED       WOOLPT
 AJ8265  HISTORY     - 20010511 GOOD             WOOLPT
 AJ8265  HISTORY     - 20040601 GOOD             NGS
 AJ8265
 AJ8265                          STATION DESCRIPTION
 AJ8265
 AJ8265'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (BJM)
 AJ8265'THE STATION IS LOCATED AT THE CITY OF MUSCATINE MUNICIPAL
 AJ8265'AIRPORT. OWNERSHIP-- MUSCATINE MUNICIPAL AIRPORT. CONTACT THE
 AJ8265'MUSCATINE MUNICIPAL AIRPORT MANAGER, JANET LEWIS, AT 319-263-8672
 AJ8265'AT LEAST 48 HOURS IN ADVANCE FOR ACCESS.
 AJ8265' 
 AJ8265'TO REACH THE STATION FROM THE JUNCTION OF BUS US 61 AND ST RT 92
 AJ8265'WITH US 61 AT THE SOUTHWEST SIDE OF THE CITY OF MUSCATINE.
 AJ8265'PROCEED IN A SOUTHWESTERLY DIRECTION 3.4 MI ON 61
 AJ8265'AND 92 TO THE AIRPORT ACCESS ROAD ON THE RIGHT. TURN RIGHT AND GO
 AJ8265'IN A NORTHWESTERLY DIRECTION FOR 0.1 MI TO THE MAIN AIRPORT GATE
 AJ8265'NEXT TO THE TERMINAL BUILDING. TO REACH THE STATION FROM THE
 AJ8265'TERMINAL BUILDING GATE, CONTINUE IN A NORTHWESTERLY DIRECTION
 AJ8265'THROUGH THE GATE AND THE AIRCRAFT PARKING APRON TO THE
 AJ8265'INTERSECTION OF THE PARKING APRON WITH TAXIWAY B AND A GRAVEL
 AJ8265'ROAD. TURN ONTO THE GRAVEL ROAD AND PROCEED IN A SOUTHWESTERLY
 AJ8265'DIRECTION FOR 0.50 MI. TURN IN A WESTERLY DIRECTION AND PROCEED FOR
 AJ8265'0.08 MI. TURN IN A
 AJ8265'NORTHERLY DIRECTION AND PROCEED FOR 0.21 MI. TURN IN AN EASTERLY
 AJ8265'DIRECTION AND PROCEED
 AJ8265'FOR 0.13 MI. TURN IN A NORTHEASTERLY DIRECTION AND PROCEED FOR 0.15
 AJ8265'MI.
 AJ8265'TURN IN A NORTHERLY DIRECTION AND PROCEED FOR 0.10 MI TO THE VOR ON
 AJ8265'THE RIGHT. CONTINUE
 AJ8265'IN A NORTHERLY DIRECTION AND PROCEED FOR 0.12 MI. TURN IN A
 AJ8265'NORTHWESTERLY
 AJ8265'DIRECTION AND PROCEED FOR 0.05 TO THE STATION ON THE LEFT.
 AJ8265' 
 AJ8265'THE STATION IS LOCATED 9.78 M ON AN AZIMUTH OF 211 DEGREES FROM
 AJ8265'THE CENTERLINE OF THE NORTHWEST/SOUTHEAST GRAVEL ROAD, 17.95 M
 AJ8265'ON AN AZIMUTH OF 260 DEGREES FROM THE INTERSECTION OF THE
 AJ8265'CENTERLINE OF THE NORTHWEST/SOUTHEAST GRAVEL ROAD WITH THE
 AJ8265'CENTERLINE OF A NORTH GRAVEL ROAD, 5.05 M ON AN AZIMUTH OF 105
 AJ8265'DEGREES FROM A SOUTHEAST EDGE OF A CULTIVATED FIELD, 10.3 M ON AN
 AJ8265'AZIMUTH OF 016 DEGREES FROM A NORTHEAST EDGE OF A CULTIVATED
 AJ8265'FIELD, AND 1.1 M ON AN AZIMUTH OF 033 DEGREES FROM A CARSONITE
 AJ8265'WITNESS POST. THE STATION IS A STANDARD NGS HORIZONTAL CONTROL
 AJ8265'DISK STAMPED--MUT C 2001--SET IN THE TOP OF A 0.3 M DIAMETER
 AJ8265'CONCRETE MONUMENT, 1.3 M IN DEPTH AND WITH AN IRON ROD IMBEDDED
 AJ8265'IN THE MONUMENT. THE STATION IS SET FLUSH WITH THE GROUND. THIS
 AJ8265'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8265' 
 AJ8265' 
 AJ8265' 
 AJ8265' 
 AJ8265' 
 AJ8265'
 AJ8265
 AJ8265                          STATION RECOVERY (2004)
 AJ8265
 AJ8265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (ACK)
 AJ8265'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0127 ***********************************************************************
 OP0127  DESIGNATION -  N 1
 OP0127  PID         -  OP0127
 OP0127  STATE/COUNTY-  IA/KOSSUTH
 OP0127  USGS QUAD   -  BURT (1972)
 OP0127
 OP0127                         *CURRENT SURVEY CONTROL
 OP0127  ___________________________________________________________________
 OP0127* NAD 83(1986)-  43 08 31.     (N)    094 11 29.     (W)     SCALED    
 OP0127* NAVD 88     -       357.142  (meters)    1171.72   (feet)  ADJUSTED  
 OP0127  ___________________________________________________________________
 OP0127  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 OP0127  DYNAMIC HT  -         357.043 (meters)    1171.40  (feet)  COMP
 OP0127  MODELED GRAV-     980,334.3   (mgal)                       NAVD 88
 OP0127
 OP0127  VERT ORDER  -  FIRST     CLASS II
 OP0127
 OP0127.The horizontal coordinates were scaled from a topographic map and have
 OP0127.an estimated accuracy of +/- 6 seconds.
 OP0127
 OP0127.The orthometric height was determined by differential leveling
 OP0127.and adjusted by the National Geodetic Survey in June 1991..
 OP0127
 OP0127.The geoid height was determined by GEOID03.
 OP0127
 OP0127.The dynamic height is computed by dividing the NAVD 88
 OP0127.geopotential number by the normal gravity value computed on the
 OP0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0127.degrees latitude (g = 980.6199 gals.).
 OP0127
 OP0127.The modeled gravity was interpolated from observed gravity values.
 OP0127
 OP0127;                    North         East    Units  Estimated Accuracy
 OP0127;SPC IA N     - 1,182,620.    1,443,760.      MT  (+/- 180 meters Scaled)
 OP0127
 OP0127                          SUPERSEDED SURVEY CONTROL
 OP0127
 OP0127  NGVD 29 (??/??/92)  357.087  (m)         1171.54   (f) ADJ UNCH    1 2
 OP0127
 OP0127.Superseded values are not recommended for survey control.
 OP0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0127.See file dsdata.txt to determine how the superseded data were derived.
 OP0127
 OP0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH031772(NAD 83)
 OP0127_MARKER: DB = BENCH MARK DISK
 OP0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0127_STAMPING: 1171.543 N 1 1930
 OP0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0127+STABILITY: SURFACE MOTION
 OP0127
 OP0127  HISTORY     - Date     Condition        Report By
 OP0127  HISTORY     - 1930     MONUMENTED       CGS
 OP0127  HISTORY     - 1934     GOOD             NGS
 OP0127
 OP0127                          STATION DESCRIPTION
 OP0127
 OP0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0127'3.9 MI SE FROM BURT.
 OP0127'3.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OP0127'THE STATION AT BURT, KOSSUTH COUNTY, 0.9 MILE SOUTH OF THE CROSSING OF
 OP0127'A POWERLINE, 400 FEET NORTH OF THE SOUTH LINE OF SECTION 7, T. 96 N.,
 OP0127'R. 28 W., 300 FEET NORTH OF BRIDGE 812, 33 FEET SOUTH OF A FARM ROAD
 OP0127'CROSSING, 46 FEET EAST OF THE CENTERLINE OF THE TRACK AND 7 FEET NORTH
 OP0127'OF A POLE.  A STANDARD DISK, STAMPED 1171.543 N 1 1930 AND SET IN THE
 OP0127'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0942 ***********************************************************************
 NL0942  DESIGNATION -  N 101 RESET
 NL0942  PID         -  NL0942
 NL0942  STATE/COUNTY-  IA/CALHOUN
 NL0942  USGS QUAD   -  WIGHTMAN (1980)
 NL0942
 NL0942                         *CURRENT SURVEY CONTROL
 NL0942  ___________________________________________________________________
 NL0942* NAD 83(1986)-  42 14 17.     (N)    094 31 11.     (W)     SCALED    
 NL0942* NAVD 88     -       345.12   (meters)    1132.3    (feet)  RESET     
 NL0942  ___________________________________________________________________
 NL0942  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 NL0942
 NL0942  VERT ORDER  -  THIRD
 NL0942
 NL0942.The horizontal coordinates were scaled from a topographic map and have
 NL0942.an estimated accuracy of +/- 6 seconds.
 NL0942
 NL0942.The orthometric height was computed from unverified reset data.
 NL0942
 NL0942.The geoid height was determined by GEOID03.
 NL0942
 NL0942;                    North         East    Units  Estimated Accuracy
 NL0942;SPC IA N     - 1,082,490.    1,415,840.      MT  (+/- 180 meters Scaled)
 NL0942
 NL0942                          SUPERSEDED SURVEY CONTROL
 NL0942
 NL0942  NGVD 29 (05/12/04)  345.06   (m)         1132.1    (f) RESET       3  
 NL0942
 NL0942.Superseded values are not recommended for survey control.
 NL0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0942.See file dsdata.txt to determine how the superseded data were derived.
 NL0942
 NL0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG746773(NAD 83)
 NL0942_MARKER: DB = BENCH MARK DISK
 NL0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0942_SP_SET: CONCRETE POST
 NL0942_STAMPING: N 101 RESET 1981
 NL0942_MARK LOGO: NGS   
 NL0942_PROJECTION: FLUSH
 NL0942_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0942+STABILITY: SURFACE MOTION
 NL0942
 NL0942  HISTORY     - Date     Condition        Report By
 NL0942  HISTORY     - 1981     MONUMENTED       NGS
 NL0942  HISTORY     - 19950530 GOOD             IAHD
 NL0942
 NL0942                          STATION DESCRIPTION
 NL0942
 NL0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NL0942'4.2 KM (2.60 MI) SE FROM LOHRVILLE.
 NL0942'0.16 KM (0.10 MI) SOUTH ALONG MAPLE STREET AND CALHOUN COUNTY ROAD N65
 NL0942'FROM THE SCHOOL IN LOHRVILLE, THENCE 1.45 KM (0.90 MI) EAST ALONG
 NL0942'FIFTH STREET, THENCE 1.8 KM (1.10 MI) SOUTH ALONG A GRAVELED ROAD,
 NL0942'THENCE 1.04 KM (0.65 MI) EAST ALONG A GRAVELED ROAD TO THE MARK ON
 NL0942'THE RIGHT, 29.8 M (97.8 FT) SOUTHWEST OF A POWERLINE POLE, 8.9 M
 NL0942'(29.2 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 0.5 M (1.6 FT) NORTH OF
 NL0942'A FENCE.
 NL0942'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NL0942'THE MARK IS 1.0 M ABOVE ROAD.
 NL0942
 NL0942                          STATION RECOVERY (1995)
 NL0942
 NL0942'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1995
 NL0942'RECOVERED IN GOOD CONDITION.  NOTE--CHANGE 1.8 KM (1.10 MI) SOUTH
 NL0942'ALONG GRAVEL ROAD TO 2.0 MILE (3.2 KM) GRAVEL ROAD IN DESC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0042 ***********************************************************************
 MJ0042  DESIGNATION -  N 102
 MJ0042  PID         -  MJ0042
 MJ0042  STATE/COUNTY-  IA/GUTHRIE
 MJ0042  USGS QUAD   -  YALE (1982)
 MJ0042
 MJ0042                         *CURRENT SURVEY CONTROL
 MJ0042  ___________________________________________________________________
 MJ0042* NAD 83(1986)-  41 46 27.     (N)    094 21 22.     (W)     SCALED    
 MJ0042* NAVD 88     -       343.031  (meters)    1125.43   (feet)  ADJUSTED  
 MJ0042  ___________________________________________________________________
 MJ0042  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 MJ0042  DYNAMIC HT  -         342.916 (meters)    1125.05  (feet)  COMP
 MJ0042  MODELED GRAV-     980,277.7   (mgal)                       NAVD 88
 MJ0042
 MJ0042  VERT ORDER  -  SECOND    CLASS 0
 MJ0042
 MJ0042.The horizontal coordinates were scaled from a topographic map and have
 MJ0042.an estimated accuracy of +/- 6 seconds.
 MJ0042
 MJ0042.The orthometric height was determined by differential leveling
 MJ0042.and adjusted by the National Geodetic Survey in June 1991..
 MJ0042
 MJ0042.The geoid height was determined by GEOID03.
 MJ0042
 MJ0042.The dynamic height is computed by dividing the NAVD 88
 MJ0042.geopotential number by the normal gravity value computed on the
 MJ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0042.degrees latitude (g = 980.6199 gals.).
 MJ0042
 MJ0042.The modeled gravity was interpolated from observed gravity values.
 MJ0042
 MJ0042;                    North         East    Units  Estimated Accuracy
 MJ0042;SPC IA S     -   197,380.      428,820.      MT  (+/- 180 meters Scaled)
 MJ0042
 MJ0042                          SUPERSEDED SURVEY CONTROL
 MJ0042
 MJ0042  NGVD 29 (??/??/92)  342.985  (m)         1125.28   (f) ADJ UNCH    2 0
 MJ0042
 MJ0042.Superseded values are not recommended for survey control.
 MJ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0042.See file dsdata.txt to determine how the superseded data were derived.
 MJ0042
 MJ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG872255(NAD 83)
 MJ0042_MARKER: DB = BENCH MARK DISK
 MJ0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0042_SP_SET: FOUNDATION
 MJ0042_STAMPING: N 102 1935
 MJ0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0042+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 MJ0042
 MJ0042  HISTORY     - Date     Condition        Report By
 MJ0042  HISTORY     - 1935     MONUMENTED       CGS
 MJ0042  HISTORY     - 20060828 GOOD             GEOCAC
 MJ0042
 MJ0042                          STATION DESCRIPTION
 MJ0042
 MJ0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0042'AT YALE.
 MJ0042'AT YALE, AT THE CITY WATER TANK, IN THE TOP OF THE CONCRETE
 MJ0042'FOUNDATION OF THE NORTHWEST LEG, AND ABOUT 1 FOOT HIGHER THAN THE
 MJ0042'GROUND.  A STANDARD DISK, STAMPED N 102 1935.
 MJ0042
 MJ0042                          STATION RECOVERY (2006)
 MJ0042
 MJ0042'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MJ0042'HANDHELD COORDINATES N41 46 28.8 W094 21 19.7, SKY OBSCURED BY TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0126 ***********************************************************************
 MJ0126  DESIGNATION -  N 103
 MJ0126  PID         -  MJ0126
 MJ0126  STATE/COUNTY-  IA/ADAIR
 MJ0126  USGS QUAD   -  ROSSERDALE (1983)
 MJ0126
 MJ0126                         *CURRENT SURVEY CONTROL
 MJ0126  ___________________________________________________________________
 MJ0126* NAD 83(1986)-  41 26 44.     (N)    094 24 51.     (W)     SCALED    
 MJ0126* NAVD 88     -       364.919  (meters)    1197.24   (feet)  ADJUSTED  
 MJ0126  ___________________________________________________________________
 MJ0126  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 MJ0126  DYNAMIC HT  -         364.763 (meters)    1196.73  (feet)  COMP
 MJ0126  MODELED GRAV-     980,185.1   (mgal)                       NAVD 88
 MJ0126
 MJ0126  VERT ORDER  -  SECOND    CLASS 0
 MJ0126
 MJ0126.The horizontal coordinates were scaled from a topographic map and have
 MJ0126.an estimated accuracy of +/- 6 seconds.
 MJ0126
 MJ0126.The orthometric height was determined by differential leveling
 MJ0126.and adjusted by the National Geodetic Survey in June 1991..
 MJ0126
 MJ0126.The geoid height was determined by GEOID03.
 MJ0126
 MJ0126.The dynamic height is computed by dividing the NAVD 88
 MJ0126.geopotential number by the normal gravity value computed on the
 MJ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0126.degrees latitude (g = 980.6199 gals.).
 MJ0126
 MJ0126.The modeled gravity was interpolated from observed gravity values.
 MJ0126
 MJ0126;                    North         East    Units  Estimated Accuracy
 MJ0126;SPC IA S     -   160,930.      423,610.      MT  (+/- 180 meters Scaled)
 MJ0126
 MJ0126                          SUPERSEDED SURVEY CONTROL
 MJ0126
 MJ0126  NGVD 29 (??/??/92)  364.856  (m)         1197.03   (f) ADJ UNCH    2 0
 MJ0126
 MJ0126.Superseded values are not recommended for survey control.
 MJ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0126.See file dsdata.txt to determine how the superseded data were derived.
 MJ0126
 MJ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF818891(NAD 83)
 MJ0126_MARKER: DB = BENCH MARK DISK
 MJ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0126_STAMPING: N 103 1935
 MJ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0126+STABILITY: SURFACE MOTION
 MJ0126
 MJ0126  HISTORY     - Date     Condition        Report By
 MJ0126  HISTORY     - 1935     MONUMENTED       CGS
 MJ0126
 MJ0126                          STATION DESCRIPTION
 MJ0126
 MJ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0126'5.7 MI S FROM MENLO.
 MJ0126'IN ADAIR COUNTY, 5.7 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE
 MJ0126'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT MENLO,
 MJ0126'GUTHRIE COUNTY, AT A ROAD JUNCTION, 38 FEET SOUTH OF THE
 MJ0126'CENTERLINE OF THE SIDE ROAD, 27 FEET WEST OF THE CENTERLINE OF
 MJ0126'THE HIGHWAY, 10 FEET SOUTH OF A RIGHT OF WAY MARKER, 2 FEET
 MJ0126'EAST OF A FENCE LINE, AND 1-1/2 FEET HIGHER THAN THE HIGHWAY.
 MJ0126'A STANDARD DISK, STAMPED N 103 1935 AND SET IN THE TOP OF A
 MJ0126'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0019 ***********************************************************************
 LF0019  DESIGNATION -  N 104
 LF0019  PID         -  LF0019
 LF0019  STATE/COUNTY-  IA/UNION
 LF0019  USGS QUAD   -  SHANNON CITY (1981)
 LF0019
 LF0019                         *CURRENT SURVEY CONTROL
 LF0019  ___________________________________________________________________
 LF0019* NAD 83(1986)-  40 59 52.     (N)    094 20 16.     (W)     SCALED    
 LF0019* NAVD 88     -       373.389  (meters)    1225.03   (feet)  ADJUSTED  
 LF0019  ___________________________________________________________________
 LF0019  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 LF0019  DYNAMIC HT  -         373.204 (meters)    1224.42  (feet)  COMP
 LF0019  MODELED GRAV-     980,118.8   (mgal)                       NAVD 88
 LF0019
 LF0019  VERT ORDER  -  SECOND    CLASS 0
 LF0019
 LF0019.The horizontal coordinates were scaled from a topographic map and have
 LF0019.an estimated accuracy of +/- 6 seconds.
 LF0019
 LF0019.The orthometric height was determined by differential leveling
 LF0019.and adjusted by the National Geodetic Survey in June 1991..
 LF0019
 LF0019.The geoid height was determined by GEOID03.
 LF0019
 LF0019.The dynamic height is computed by dividing the NAVD 88
 LF0019.geopotential number by the normal gravity value computed on the
 LF0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0019.degrees latitude (g = 980.6199 gals.).
 LF0019
 LF0019.The modeled gravity was interpolated from observed gravity values.
 LF0019
 LF0019;                    North         East    Units  Estimated Accuracy
 LF0019;SPC IA S     -   111,140.      429,520.      MT  (+/- 180 meters Scaled)
 LF0019
 LF0019                          SUPERSEDED SURVEY CONTROL
 LF0019
 LF0019  NGVD 29 (??/??/92)  373.26   (m)         1224.6    (f) COMPUTED    2 0
 LF0019
 LF0019.Superseded values are not recommended for survey control.
 LF0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0019.See file dsdata.txt to determine how the superseded data were derived.
 LF0019
 LF0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF874393(NAD 83)
 LF0019_MARKER: DB = BENCH MARK DISK
 LF0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0019_SP_SET: CULVERT
 LF0019_STAMPING: N-104 1935
 LF0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0019
 LF0019  HISTORY     - Date     Condition        Report By
 LF0019  HISTORY     - 1935     MONUMENTED       CGS
 LF0019
 LF0019                          STATION DESCRIPTION
 LF0019
 LF0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0019'4.5 MI S FROM CRESTON.
 LF0019'3.7 MILES SOUTH OF U.S. 34 HIGHWAY.  ALONG THE CRESTON-DIAGONAL
 LF0019'ROAD TO 8 FOOT CULVERT AT THE FOOT OF HILL, 0.15 MILE SOUTH OF
 LF0019'SCHOOL HOUSE ON THE WEST SIDE OF THE ROAD.  SET IN THE CENTER OF
 LF0019'THE WEST HEADWALL, 12 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LF0019'1 FOOT ABOVE ROAD LEVEL.  4.5 MILES SOUTH OF CHICAGO, BURLINGTON
 LF0019'AND QUINCY RAILROAD EAST JUNCTION, AT CRESTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0020 ***********************************************************************
 LF0020  DESIGNATION -  N 104 RESET
 LF0020  PID         -  LF0020
 LF0020  STATE/COUNTY-  IA/UNION
 LF0020  USGS QUAD   -  SHANNON CITY (1981)
 LF0020
 LF0020                         *CURRENT SURVEY CONTROL
 LF0020  ___________________________________________________________________
 LF0020* NAD 83(1986)-  40 59 51.     (N)    094 20 16.     (W)     SCALED    
 LF0020* NAVD 88     -       373.14   (meters)    1224.2    (feet)  RESET     
 LF0020  ___________________________________________________________________
 LF0020  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 LF0020
 LF0020  VERT ORDER  -  THIRD
 LF0020
 LF0020.The horizontal coordinates were scaled from a topographic map and have
 LF0020.an estimated accuracy of +/- 6 seconds.
 LF0020
 LF0020.The orthometric height was computed from unverified reset data.
 LF0020
 LF0020.The geoid height was determined by GEOID03.
 LF0020
 LF0020;                    North         East    Units  Estimated Accuracy
 LF0020;SPC IA S     -   111,110.      429,520.      MT  (+/- 180 meters Scaled)
 LF0020
 LF0020                          SUPERSEDED SURVEY CONTROL
 LF0020
 LF0020  NGVD 29 (??/??/??)  373.01   (m)         1223.8    (f) RESET       3  
 LF0020
 LF0020.Superseded values are not recommended for survey control.
 LF0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0020.See file dsdata.txt to determine how the superseded data were derived.
 LF0020
 LF0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF874393(NAD 83)
 LF0020_MARKER: DB = BENCH MARK DISK
 LF0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0020_STAMPING: N 104 1935 RESET 1954
 LF0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0020+STABILITY: SURFACE MOTION
 LF0020
 LF0020  HISTORY     - Date     Condition        Report By
 LF0020  HISTORY     - 1954     MONUMENTED       CGS
 LF0020  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0020
 LF0020                          STATION DESCRIPTION
 LF0020
 LF0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LF0020'1.5 MI E FROM CRESTON.
 LF0020'1-1/2 MILES EAST ALONG U.S. HIGHWAY 34 FROM CRESTON, UNION
 LF0020'COUNTY, 3.6 MILES SOUTH ALONG THE CRESTON-DIAGONAL ROAD, 39 FEET
 LF0020'WEST OF THE CENTERLINE OF THE ROAD, 4 FEET NORTH OF A T-FENCE
 LF0020'INTERSECTION, AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK,
 LF0020'STAMPED N 104 1935 RESET 1954 AND SET IN THE TOP OF A CONCRETE
 LF0020'POST PROJECTING 4 INCHES ABOVE GROUND.
 LF0020
 LF0020                          STATION RECOVERY (1977)
 LF0020
 LF0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0253 ***********************************************************************
 LF0253  DESIGNATION -  N 108
 LF0253  PID         -  LF0253
 LF0253  STATE/COUNTY-  IA/MONTGOMERY
 LF0253  USGS QUAD   -  VILLISCA (1980)
 LF0253
 LF0253                         *CURRENT SURVEY CONTROL
 LF0253  ___________________________________________________________________
 LF0253* NAD 83(1986)-  40 55 55.     (N)    094 59 56.     (W)     SCALED    
 LF0253* NAVD 88     -       325.643  (meters)    1068.38   (feet)  ADJUSTED  
 LF0253  ___________________________________________________________________
 LF0253  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LF0253  DYNAMIC HT  -         325.472 (meters)    1067.82  (feet)  COMP
 LF0253  MODELED GRAV-     980,091.2   (mgal)                       NAVD 88
 LF0253
 LF0253  VERT ORDER  -  SECOND    CLASS 0
 LF0253
 LF0253.The horizontal coordinates were scaled from a topographic map and have
 LF0253.an estimated accuracy of +/- 6 seconds.
 LF0253
 LF0253.The orthometric height was determined by differential leveling
 LF0253.and adjusted by the National Geodetic Survey in June 1991..
 LF0253
 LF0253.The geoid height was determined by GEOID03.
 LF0253
 LF0253.The dynamic height is computed by dividing the NAVD 88
 LF0253.geopotential number by the normal gravity value computed on the
 LF0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0253.degrees latitude (g = 980.6199 gals.).
 LF0253
 LF0253.The modeled gravity was interpolated from observed gravity values.
 LF0253
 LF0253;                    North         East    Units  Estimated Accuracy
 LF0253;SPC IA S     -   104,580.      373,770.      MT  (+/- 180 meters Scaled)
 LF0253
 LF0253                          SUPERSEDED SURVEY CONTROL
 LF0253
 LF0253  NGVD 29 (??/??/92)  325.533  (m)         1068.02   (f) ADJ UNCH    2 0
 LF0253
 LF0253.Superseded values are not recommended for survey control.
 LF0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0253.See file dsdata.txt to determine how the superseded data were derived.
 LF0253
 LF0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF317331(NAD 83)
 LF0253_MARKER: DB = BENCH MARK DISK
 LF0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0253_SP_SET: BRIDGE
 LF0253_STAMPING: N 108 1935
 LF0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0253
 LF0253  HISTORY     - Date     Condition        Report By
 LF0253  HISTORY     - 1935     MONUMENTED       CGS
 LF0253  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0253
 LF0253                          STATION DESCRIPTION
 LF0253
 LF0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0253'1.2 MI W FROM VILLISCA.
 LF0253'1.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0253'FROM THE STATION AT VILLISCA, MONTGOMERY COUNTY, AT BRIDGE
 LF0253'428.67, IN THE CENTER OF THE TOP OF THE NORTH CONCRETE RETAINING
 LF0253'WALL OF THE WEST ABUTMENT, 8 FEET NORTH OF THE CENTERLINE OF
 LF0253'THE NORTH TRACK, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD
 LF0253'DISK, STAMPED N 108 1935.
 LF0253
 LF0253                          STATION RECOVERY (1977)
 LF0253
 LF0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0253'NO EVIDENCE OF THIS MARK COULD BE FOUND, ALTHOUGH THE BRIDGE AND
 LF0253'RETAINING WALL MENTIONED IN DESCRIPTION APPEARS UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0001 ***********************************************************************
 NK0001  DESIGNATION -  N 11
 NK0001  PID         -  NK0001
 NK0001  STATE/COUNTY-  IA/BLACK HAWK
 NK0001  USGS QUAD   -  WATERLOO NORTH (1972)
 NK0001
 NK0001                         *CURRENT SURVEY CONTROL
 NK0001  ___________________________________________________________________
 NK0001* NAD 83(1986)-  42 30 08.     (N)    092 18 29.     (W)     SCALED    
 NK0001* NAVD 88     -       264.858  (meters)     868.96   (feet)  ADJUSTED  
 NK0001  ___________________________________________________________________
 NK0001  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 NK0001  DYNAMIC HT  -         264.777 (meters)     868.69  (feet)  COMP
 NK0001  MODELED GRAV-     980,308.1   (mgal)                       NAVD 88
 NK0001
 NK0001  VERT ORDER  -  FIRST     CLASS II
 NK0001
 NK0001.The horizontal coordinates were scaled from a topographic map and have
 NK0001.an estimated accuracy of +/- 6 seconds.
 NK0001
 NK0001.The orthometric height was determined by differential leveling
 NK0001.and adjusted by the National Geodetic Survey in June 1991..
 NK0001
 NK0001.The geoid height was determined by GEOID03.
 NK0001
 NK0001.The dynamic height is computed by dividing the NAVD 88
 NK0001.geopotential number by the normal gravity value computed on the
 NK0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0001.degrees latitude (g = 980.6199 gals.).
 NK0001
 NK0001.The modeled gravity was interpolated from observed gravity values.
 NK0001
 NK0001;                    North         East    Units  Estimated Accuracy
 NK0001;SPC IA N     - 1,112,010.    1,597,970.      MT  (+/- 180 meters Scaled)
 NK0001
 NK0001                          SUPERSEDED SURVEY CONTROL
 NK0001
 NK0001  NGVD 29 (??/??/92)  264.87   (m)          869.0    (f) COMPUTED    1 2
 NK0001
 NK0001.Superseded values are not recommended for survey control.
 NK0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0001.See file dsdata.txt to determine how the superseded data were derived.
 NK0001
 NK0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH568057(NAD 83)
 NK0001_MARKER: DB = BENCH MARK DISK
 NK0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0001_SP_SET: CONCRETE MONUMENT
 NK0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0001
 NK0001  HISTORY     - Date     Condition        Report By
 NK0001  HISTORY     - UNK      MONUMENTED       CGS
 NK0001  HISTORY     - 1933     GOOD             NGS
 NK0001  HISTORY     - 1934     GOOD             NGS
 NK0001
 NK0001                          STATION DESCRIPTION
 NK0001
 NK0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 NK0001'IN WATERLOO.
 NK0001'IN TOWN ALONG RIGHT OF WAY OF CHICAGO GREAT WESTERN R.R. 600
 NK0001'FT. EAST OF WATER TANK IN WATERLOO YARDS.  38 FT. SOUTH OF
 NK0001'CENTER LINE OF TRACK 23 FT. WEST OF CENTER LINE OF ROAD (CITY
 NK0001'LIMITS).
 NK0001
 NK0001                          STATION RECOVERY (1934)
 NK0001
 NK0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NK0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0002 ***********************************************************************
 NK0002  DESIGNATION -  N 11 RESET
 NK0002  PID         -  NK0002
 NK0002  STATE/COUNTY-  IA/BLACK HAWK
 NK0002  USGS QUAD   -  WATERLOO NORTH (1972)
 NK0002
 NK0002                         *CURRENT SURVEY CONTROL
 NK0002  ___________________________________________________________________
 NK0002* NAD 83(1986)-  42 30 10.     (N)    092 18 30.     (W)     SCALED    
 NK0002* NAVD 88     -       264.16   (meters)     866.7    (feet)  RESET     
 NK0002  ___________________________________________________________________
 NK0002  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 NK0002
 NK0002  VERT ORDER  -  THIRD
 NK0002
 NK0002.The horizontal coordinates were scaled from a topographic map and have
 NK0002.an estimated accuracy of +/- 6 seconds.
 NK0002
 NK0002.The orthometric height was computed from unverified reset data.
 NK0002.No vertical observational check was made to the station.
 NK0002
 NK0002.The geoid height was determined by GEOID03.
 NK0002
 NK0002;                    North         East    Units  Estimated Accuracy
 NK0002;SPC IA N     - 1,112,080.    1,597,940.      MT  (+/- 180 meters Scaled)
 NK0002
 NK0002                          SUPERSEDED SURVEY CONTROL
 NK0002
 NK0002  NGVD 29 (??/??/??)  264.17   (m)          866.7    (f) RESET       3  
 NK0002
 NK0002.Superseded values are not recommended for survey control.
 NK0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0002.See file dsdata.txt to determine how the superseded data were derived.
 NK0002
 NK0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH568058(NAD 83)
 NK0002_MARKER: DD = SURVEY DISK
 NK0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0002_STAMPING: N 11 RESET 1940
 NK0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0002+STABILITY: SURFACE MOTION
 NK0002
 NK0002  HISTORY     - Date     Condition        Report By
 NK0002  HISTORY     - 1940     MONUMENTED       IAHD
 NK0002  HISTORY     - 1956     MARK NOT FOUND   NGS
 NK0002  HISTORY     - 1962     MARK NOT FOUND   USGS
 NK0002
 NK0002                          STATION DESCRIPTION
 NK0002
 NK0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NK0002'AT WATERLOO.
 NK0002'AT WATERLOO, BLACK HAWK COUNTY, 600 FEET EAST OF A WATER TANK
 NK0002'IN THE CHICAGO GREAT WESTERN RAILWAY YARDS, AT THE EAST CITY
 NK0002'LIMIT, IN SEC. 19, T. 89 N., R 13 W., AT THE CROSSING OF IDAHO
 NK0002'STREET, 95 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 85 FEET
 NK0002'WEST OF THE CENTERLINE OF THE STREET.  A STANDARD DISK, STAMPED
 NK0002'N 11 RESET 1940 AND SET IN THE TOP OF A CONCRETE POST.
 NK0002
 NK0002                          STATION RECOVERY (1962)
 NK0002
 NK0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NK0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0276 ***********************************************************************
 MH0276  DESIGNATION -  N 110
 MH0276  PID         -  MH0276
 MH0276  STATE/COUNTY-  IA/CLARKE
 MH0276  USGS QUAD   -  JAMISON (1983)
 MH0276
 MH0276                         *CURRENT SURVEY CONTROL
 MH0276  ___________________________________________________________________
 MH0276* NAD 83(1986)-  41 00 39.     (N)    093 39 30.     (W)     SCALED    
 MH0276* NAVD 88     -       323.954  (meters)    1062.84   (feet)  ADJUSTED  
 MH0276  ___________________________________________________________________
 MH0276  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 MH0276  DYNAMIC HT  -         323.801 (meters)    1062.34  (feet)  COMP
 MH0276  MODELED GRAV-     980,144.5   (mgal)                       NAVD 88
 MH0276
 MH0276  VERT ORDER  -  SECOND    CLASS 0
 MH0276
 MH0276.The horizontal coordinates were scaled from a topographic map and have
 MH0276.an estimated accuracy of +/- 6 seconds.
 MH0276
 MH0276.The orthometric height was determined by differential leveling
 MH0276.and adjusted by the National Geodetic Survey in June 1991..
 MH0276
 MH0276.The geoid height was determined by GEOID03.
 MH0276
 MH0276.The dynamic height is computed by dividing the NAVD 88
 MH0276.geopotential number by the normal gravity value computed on the
 MH0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0276.degrees latitude (g = 980.6199 gals.).
 MH0276
 MH0276.The modeled gravity was interpolated from observed gravity values.
 MH0276
 MH0276;                    North         East    Units  Estimated Accuracy
 MH0276;SPC IA S     -   112,260.      486,680.      MT  (+/- 180 meters Scaled)
 MH0276
 MH0276                          SUPERSEDED SURVEY CONTROL
 MH0276
 MH0276  NGVD 29 (??/??/92)  323.878  (m)         1062.59   (f) ADJ UNCH    2 0
 MH0276
 MH0276.Superseded values are not recommended for survey control.
 MH0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0276.See file dsdata.txt to determine how the superseded data were derived.
 MH0276
 MH0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF446401(NAD 83)
 MH0276_MARKER: DB = BENCH MARK DISK
 MH0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0276_SP_SET: WALL
 MH0276_STAMPING: N 110 1935
 MH0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0276
 MH0276  HISTORY     - Date     Condition        Report By
 MH0276  HISTORY     - 1935     MONUMENTED       CGS
 MH0276  HISTORY     - 1980     MARK NOT FOUND   USGS
 MH0276
 MH0276                          STATION DESCRIPTION
 MH0276
 MH0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0276'3 MI W FROM WOODBURN.
 MH0276'3.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0276'FROM THE STATION AT WOODBURN, CLARKE COUNTY, AT A ROAD CROSSING,
 MH0276'(UNDERPASS 353.88) IN THE TOP OF THE NORTH RETAINING WALL, 18
 MH0276'INCHES EAST OF THE WEST END, 6 FEET NORTH OF THE CENTERLINE OF
 MH0276'THE TRACK, AND 8 INCHES LOWER THAN THE TRACK.  A STANDARD DISK,
 MH0276'STAMPED N 110 1935.
 MH0276
 MH0276                          STATION RECOVERY (1980)
 MH0276
 MH0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MH0276'THERE IS A WOODEN FROM BOLTED TO THE CONCRETE RETAINING WALL THE MARK
 MH0276'COULD BE THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0416 ***********************************************************************
 LE0416  DESIGNATION -  N 114
 LE0416  PID         -  LE0416
 LE0416  STATE/COUNTY-  IA/WAYNE
 LE0416  USGS QUAD   -  LINEVILLE (1964)
 LE0416
 LE0416                         *CURRENT SURVEY CONTROL
 LE0416  ___________________________________________________________________
 LE0416* NAD 83(1986)-  40 34 53.     (N)    093 31 22.     (W)     SCALED    
 LE0416* NAVD 88     -       333.067  (meters)    1092.74   (feet)  ADJUSTED  
 LE0416  ___________________________________________________________________
 LE0416  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LE0416  DYNAMIC HT  -         332.899 (meters)    1092.19  (feet)  COMP
 LE0416  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 LE0416
 LE0416  VERT ORDER  -  SECOND    CLASS 0
 LE0416
 LE0416.The horizontal coordinates were scaled from a topographic map and have
 LE0416.an estimated accuracy of +/- 6 seconds.
 LE0416
 LE0416.The orthometric height was determined by differential leveling
 LE0416.and adjusted by the National Geodetic Survey in June 1991..
 LE0416
 LE0416.The geoid height was determined by GEOID03.
 LE0416
 LE0416.The dynamic height is computed by dividing the NAVD 88
 LE0416.geopotential number by the normal gravity value computed on the
 LE0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0416.degrees latitude (g = 980.6199 gals.).
 LE0416
 LE0416.The modeled gravity was interpolated from observed gravity values.
 LE0416
 LE0416;                    North         East    Units  Estimated Accuracy
 LE0416;SPC IA S     -    64,560.      498,070.      MT  (+/- 180 meters Scaled)
 LE0416
 LE0416                          SUPERSEDED SURVEY CONTROL
 LE0416
 LE0416  NGVD 29 (??/??/92)  333.015  (m)         1092.57   (f) ADJ UNCH    2 0
 LE0416
 LE0416.Superseded values are not recommended for survey control.
 LE0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0416.See file dsdata.txt to determine how the superseded data were derived.
 LE0416
 LE0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE557924(NAD 83)
 LE0416_MARKER: DB = BENCH MARK DISK
 LE0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0416_STAMPING: N 114 1935
 LE0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0416+STABILITY: SURFACE MOTION
 LE0416
 LE0416  HISTORY     - Date     Condition        Report By
 LE0416  HISTORY     - 1935     MONUMENTED       CGS
 LE0416
 LE0416                          STATION DESCRIPTION
 LE0416
 LE0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0416'AT LINEVILLE.
 LE0416'AT LINEVILLE, WAYNE COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 LE0416'PACIFIC RAILROAD, 3 POLES SOUTH OF MILEPOST 378, 405 FEET NORTH
 LE0416'OF THE IOWA-MISSOURI STATE LINE, AT A STREET CROSSING, 48 FEET
 LE0416'NORTH OF THE CENTERLINE OF THE STREET, 24 FEET EAST OF THE
 LE0416'CENTERLINE OF THE MAIN TRACK, 4 FEET WEST OF A POLE, AND ABOUT
 LE0416'1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LE0416'N 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0410 ***********************************************************************
 LE0410  DESIGNATION -  N 115
 LE0410  PID         -  LE0410
 LE0410  STATE/COUNTY-  IA/CLARKE
 LE0410  USGS QUAD   -  LACELLE (1981)
 LE0410
 LE0410                         *CURRENT SURVEY CONTROL
 LE0410  ___________________________________________________________________
 LE0410* NAD 83(1986)-  40 55 22.     (N)    093 46 02.     (W)     SCALED    
 LE0410* NAVD 88     -       327.190  (meters)    1073.46   (feet)  ADJUSTED  
 LE0410  ___________________________________________________________________
 LE0410  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 LE0410  DYNAMIC HT  -         327.033 (meters)    1072.94  (feet)  COMP
 LE0410  MODELED GRAV-     980,136.0   (mgal)                       NAVD 88
 LE0410
 LE0410  VERT ORDER  -  SECOND    CLASS 0
 LE0410
 LE0410.The horizontal coordinates were scaled from a topographic map and have
 LE0410.an estimated accuracy of +/- 6 seconds.
 LE0410
 LE0410.The orthometric height was determined by differential leveling
 LE0410.and adjusted by the National Geodetic Survey in June 1991..
 LE0410
 LE0410.The geoid height was determined by GEOID03.
 LE0410
 LE0410.The dynamic height is computed by dividing the NAVD 88
 LE0410.geopotential number by the normal gravity value computed on the
 LE0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0410.degrees latitude (g = 980.6199 gals.).
 LE0410
 LE0410.The modeled gravity was interpolated from observed gravity values.
 LE0410
 LE0410;                    North         East    Units  Estimated Accuracy
 LE0410;SPC IA S     -   102,510.      477,490.      MT  (+/- 180 meters Scaled)
 LE0410
 LE0410                          SUPERSEDED SURVEY CONTROL
 LE0410
 LE0410  NGVD 29 (??/??/92)  327.105  (m)         1073.18   (f) ADJ UNCH    2 0
 LE0410
 LE0410.Superseded values are not recommended for survey control.
 LE0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0410.See file dsdata.txt to determine how the superseded data were derived.
 LE0410
 LE0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF354304(NAD 83)
 LE0410_MARKER: DB = BENCH MARK DISK
 LE0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0410_SP_SET: BRIDGE
 LE0410_STAMPING: N 115 1935
 LE0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0410
 LE0410  HISTORY     - Date     Condition        Report By
 LE0410  HISTORY     - 1935     MONUMENTED       CGS
 LE0410
 LE0410                          STATION DESCRIPTION
 LE0410
 LE0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0410'7.6 MI S FROM OSCEOLA.
 LE0410'7.6 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE INTERSECTION
 LE0410'OF U.S. HIGHWAY 34 AT OSCEOLA, CLARKE COUNTY, AT A CONCRETE
 LE0410'BRIDGE, IN THE TOP NEAR THE CENTER OF THE WEST CONCRETE HEADWALL,
 LE0410'AND ABOUT 2-1/2-FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 LE0410'STAMPED N 115 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0306 ***********************************************************************
 MH0306  DESIGNATION -  N 116
 MH0306  PID         -  MH0306
 MH0306  STATE/COUNTY-  IA/WARREN
 MH0306  USGS QUAD   -  MARTENSDALE (1983)
 MH0306
 MH0306                         *CURRENT SURVEY CONTROL
 MH0306  ___________________________________________________________________
 MH0306* NAD 83(1986)-  41 18 30.     (N)    093 44 29.     (W)     SCALED    
 MH0306* NAVD 88     -       316.573  (meters)    1038.62   (feet)  POSTED    
 MH0306  ___________________________________________________________________
 MH0306  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 MH0306  DYNAMIC HT  -         316.430 (meters)    1038.15  (feet)  COMP
 MH0306  MODELED GRAV-     980,176.7   (mgal)                       NAVD 88
 MH0306
 MH0306  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0306
 MH0306.The horizontal coordinates were scaled from a topographic map and have
 MH0306.an estimated accuracy of +/- 6 seconds.
 MH0306
 MH0306.The orthometric height was determined by differential leveling
 MH0306.and adjusted by the National Geodetic Survey in 1992..
 MH0306.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0306.rate of 0.0 thru 1.0 mm/km.
 MH0306
 MH0306.The geoid height was determined by GEOID03.
 MH0306
 MH0306.The dynamic height is computed by dividing the NAVD 88
 MH0306.geopotential number by the normal gravity value computed on the
 MH0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0306.degrees latitude (g = 980.6199 gals.).
 MH0306
 MH0306.The modeled gravity was interpolated from observed gravity values.
 MH0306
 MH0306;                    North         East    Units  Estimated Accuracy
 MH0306;SPC IA S     -   145,320.      479,790.      MT  (+/- 180 meters Scaled)
 MH0306
 MH0306                          SUPERSEDED SURVEY CONTROL
 MH0306
 MH0306  NGVD 29 (??/??/92)  316.532  (m)         1038.49   (f) ADJ UNCH    2 0
 MH0306
 MH0306.Superseded values are not recommended for survey control.
 MH0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0306.See file dsdata.txt to determine how the superseded data were derived.
 MH0306
 MH0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF379732(NAD 83)
 MH0306_MARKER: DB = BENCH MARK DISK
 MH0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0306_STAMPING: N 116 1935
 MH0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0306+STABILITY: SURFACE MOTION
 MH0306
 MH0306  HISTORY     - Date     Condition        Report By
 MH0306  HISTORY     - 1935     MONUMENTED       CGS
 MH0306  HISTORY     - 1950     GOOD             NGS
 MH0306  HISTORY     - 1980     MARK NOT FOUND   USGS
 MH0306
 MH0306                          STATION DESCRIPTION
 MH0306
 MH0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0306'AT ST MARYS.
 MH0306'AT ST. MARYS, WARREN COUNTY, ON THE ABANDONED CHICAGO, BURLINGTON
 MH0306'AND QUINCY RAILROAD, 400 FEET NORTH OF THE STATION, AT A ROAD
 MH0306'CROSSING, 28 FEET EAST OF THE CENTERLINE OF THE OLD ROADBED, 30
 MH0306'FEET NORTH OF THE CENTERLINE OF THE ROAD, 12 FEET NORTH OF A
 MH0306'FENCE CORNER, AND 2 FEET WEST OF THE FENCE.  A STANDARD DISK,
 MH0306'STAMPED N 116 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MH0306'NOTE-- RAILROAD HAS BEEN DESTROYED.  B.M. WAS FOUND AND WAS IN GOOD
 MH0306'CONDITION.
 MH0306
 MH0306                          STATION RECOVERY (1980)
 MH0306
 MH0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MH0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0016 ***********************************************************************
 LF0016  DESIGNATION -  N 117
 LF0016  PID         -  LF0016
 LF0016  STATE/COUNTY-  IA/RINGGOLD
 LF0016  USGS QUAD   -  KELLERTON (1981)
 LF0016
 LF0016                         *CURRENT SURVEY CONTROL
 LF0016  ___________________________________________________________________
 LF0016* NAD 83(1986)-  40 42 37.     (N)    094 04 21.     (W)     SCALED    
 LF0016* NAVD 88     -       350.297  (meters)    1149.27   (feet)  ADJUSTED  
 LF0016  ___________________________________________________________________
 LF0016  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 LF0016  DYNAMIC HT  -         350.123 (meters)    1148.70  (feet)  COMP
 LF0016  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 LF0016
 LF0016  VERT ORDER  -  SECOND    CLASS 0
 LF0016
 LF0016.The horizontal coordinates were scaled from a topographic map and have
 LF0016.an estimated accuracy of +/- 6 seconds.
 LF0016
 LF0016.The orthometric height was determined by differential leveling
 LF0016.and adjusted by the National Geodetic Survey in June 1991..
 LF0016
 LF0016.The geoid height was determined by GEOID03.
 LF0016
 LF0016.The dynamic height is computed by dividing the NAVD 88
 LF0016.geopotential number by the normal gravity value computed on the
 LF0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0016.degrees latitude (g = 980.6199 gals.).
 LF0016
 LF0016.The modeled gravity was interpolated from observed gravity values.
 LF0016
 LF0016;                    North         East    Units  Estimated Accuracy
 LF0016;SPC IA S     -    79,030.      451,620.      MT  (+/- 180 meters Scaled)
 LF0016
 LF0016                          SUPERSEDED SURVEY CONTROL
 LF0016
 LF0016  NGVD 29 (??/??/92)  350.196  (m)         1148.93   (f) ADJ UNCH    2 0
 LF0016
 LF0016.Superseded values are not recommended for survey control.
 LF0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0016.See file dsdata.txt to determine how the superseded data were derived.
 LF0016
 LF0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF094071(NAD 83)
 LF0016_MARKER: DB = BENCH MARK DISK
 LF0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0016_STAMPING: N 117 1935
 LF0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0016+STABILITY: SURFACE MOTION
 LF0016
 LF0016  HISTORY     - Date     Condition        Report By
 LF0016  HISTORY     - 1935     MONUMENTED       CGS
 LF0016  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0016
 LF0016                          STATION DESCRIPTION
 LF0016
 LF0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0016'1.2 MI W FROM KELLERTON.
 LF0016'1.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0016'FROM THE STATION AT KELLERTON, RINGGOLD COUNTY, AT A ROAD
 LF0016'CROSSING, 50 FEET NORTH OF THE CENTERLINE OF THE TRACK, 33 FEET
 LF0016'WEST OF THE CENTERLINE OF THE ROAD, 12 FEET WEST OF A FENCE
 LF0016'CORNER, 2 FEET SOUTH OF THE FENCE LINE, AND LEVEL WITH THE
 LF0016'TRACK.  A STANDARD DISK, STAMPED N 117 1935 AND SET IN THE TOP
 LF0016'OF A CONCRETE POST.
 LF0016
 LF0016                          STATION RECOVERY (1977)
 LF0016
 LF0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0146 ***********************************************************************
 MH0146  DESIGNATION -  N 119
 MH0146  PID         -  MH0146
 MH0146  STATE/COUNTY-  IA/MONROE
 MH0146  USGS QUAD   -  ALBIA (1982)
 MH0146
 MH0146                         *CURRENT SURVEY CONTROL
 MH0146  ___________________________________________________________________
 MH0146* NAD 83(1986)-  41 01 23.     (N)    092 48 01.     (W)     SCALED    
 MH0146* NAVD 88     -       291.777  (meters)     957.27   (feet)  POSTED    
 MH0146  ___________________________________________________________________
 MH0146  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 MH0146  DYNAMIC HT  -         291.640 (meters)     956.82  (feet)  COMP
 MH0146  MODELED GRAV-     980,159.8   (mgal)                       NAVD 88
 MH0146
 MH0146  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MH0146
 MH0146.The horizontal coordinates were scaled from a topographic map and have
 MH0146.an estimated accuracy of +/- 6 seconds.
 MH0146
 MH0146.The orthometric height was determined by differential leveling
 MH0146.and adjusted by the National Geodetic Survey in 1992..
 MH0146.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MH0146.rate of 2.1 thru 3.0 mm/km.
 MH0146
 MH0146.The geoid height was determined by GEOID03.
 MH0146
 MH0146.The dynamic height is computed by dividing the NAVD 88
 MH0146.geopotential number by the normal gravity value computed on the
 MH0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0146.degrees latitude (g = 980.6199 gals.).
 MH0146
 MH0146.The modeled gravity was interpolated from observed gravity values.
 MH0146
 MH0146;                    North         East    Units  Estimated Accuracy
 MH0146;SPC IA S     -   113,850.      558,850.      MT  (+/- 180 meters Scaled)
 MH0146
 MH0146                          SUPERSEDED SURVEY CONTROL
 MH0146
 MH0146  NGVD 29 (??/??/92)  291.751  (m)          957.19   (f) ADJ UNCH    2 0
 MH0146
 MH0146.Superseded values are not recommended for survey control.
 MH0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0146.See file dsdata.txt to determine how the superseded data were derived.
 MH0146
 MH0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF167413(NAD 83)
 MH0146_MARKER: DB = BENCH MARK DISK
 MH0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0146_STAMPING: N 119 1935
 MH0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0146+STABILITY: SURFACE MOTION
 MH0146
 MH0146  HISTORY     - Date     Condition        Report By
 MH0146  HISTORY     - 1935     MONUMENTED       CGS
 MH0146  HISTORY     - 1958     MARK NOT FOUND   NGS
 MH0146
 MH0146                          STATION DESCRIPTION
 MH0146
 MH0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MH0146'0.9 MI S FROM ALBIA.
 MH0146'0.9 MILE SOUTH ALONG THE WABASH RAILROAD FROM THE CROSSING OF THE
 MH0146'CHICAGO, BURLINGTON AND QUINCY RAILROAD AT ALBIA, MONROE COUNTY,
 MH0146'17-1/2 POLES NORTHEAST OF MILEPOST 271, 2-1/2 POLES SOUTHWEST OF AN
 MH0146'INTERURBAN STREETCAR CROSSING, AT THE FOURTH AVENUE CROSSING, 57
 MH0146'FEET NORTHEAST OF THE AVENUE, 18 FEET SOUTHEAST OF THE CENTERLINE
 MH0146'OF THE TRACK, AND ABOUT 2-1/2 FEET HIGHER THAN THE TRACK.  A
 MH0146'STANDARD DISK, STAMPED N 119 1935 AND SET IN THE TOP OF A CONCRETE
 MH0146'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0503 ***********************************************************************
 ON0503  DESIGNATION -  N 12
 ON0503  PID         -  ON0503
 ON0503  STATE/COUNTY-  IA/CLAYTON
 ON0503  USGS QUAD   -  POSTVILLE (1971)
 ON0503
 ON0503                         *CURRENT SURVEY CONTROL
 ON0503  ___________________________________________________________________
 ON0503* NAD 83(1986)-  43 03 47.     (N)    091 30 31.     (W)     SCALED    
 ON0503* NAVD 88     -       363.033  (meters)    1191.05   (feet)  ADJUSTED  
 ON0503  ___________________________________________________________________
 ON0503  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 ON0503  DYNAMIC HT  -         362.941 (meters)    1190.75  (feet)  COMP
 ON0503  MODELED GRAV-     980,356.5   (mgal)                       NAVD 88
 ON0503
 ON0503  VERT ORDER  -  FIRST     CLASS II
 ON0503
 ON0503.The horizontal coordinates were scaled from a topographic map and have
 ON0503.an estimated accuracy of +/- 6 seconds.
 ON0503
 ON0503.The orthometric height was determined by differential leveling
 ON0503.and adjusted by the National Geodetic Survey in June 1991..
 ON0503
 ON0503.The geoid height was determined by GEOID03.
 ON0503
 ON0503.The dynamic height is computed by dividing the NAVD 88
 ON0503.geopotential number by the normal gravity value computed on the
 ON0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0503.degrees latitude (g = 980.6199 gals.).
 ON0503
 ON0503.The modeled gravity was interpolated from observed gravity values.
 ON0503
 ON0503;                    North         East    Units  Estimated Accuracy
 ON0503;SPC IA N     - 1,175,530.    1,662,190.      MT  (+/- 180 meters Scaled)
 ON0503
 ON0503                          SUPERSEDED SURVEY CONTROL
 ON0503
 ON0503  NGVD 29 (??/??/92)  363.071  (m)         1191.18   (f) ADJ UNCH    1 2
 ON0503
 ON0503.Superseded values are not recommended for survey control.
 ON0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0503.See file dsdata.txt to determine how the superseded data were derived.
 ON0503
 ON0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH214688(NAD 83)
 ON0503_MARKER: DB = BENCH MARK DISK
 ON0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0503_STAMPING: N 12 1933
 ON0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0503+STABILITY: SURFACE MOTION
 ON0503
 ON0503  HISTORY     - Date     Condition        Report By
 ON0503  HISTORY     - 1933     MONUMENTED       CGS
 ON0503  HISTORY     - 1934     GOOD             NGS
 ON0503  HISTORY     - 1963     GOOD             IAHD
 ON0503
 ON0503                          STATION DESCRIPTION
 ON0503
 ON0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0503'3 MI W FROM LUANA.
 ON0503'3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 ON0503'RAILROAD FROM LUANA, CLAYTON COUNTY, 250 FEET WEST OF RIDLEY,
 ON0503'85 FEET NORTHWEST OF THE NORTHWEST CORNER OF GRAND MEADOW
 ON0503'CEMETERY, 55-1/2 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK,
 ON0503'31 FEET EAST OF THE CENTER OF A ROAD CROSSING, AND 34 FEET NORTH
 ON0503'OF THE CENTERLINE OF U.S. HIGHWAY 18.  A STANDARD DISK, STAMPED
 ON0503'N 12 1933 AND SET IN THE TOP OF A CONCRETE POST.
 ON0503
 ON0503                          STATION RECOVERY (1963)
 ON0503
 ON0503'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1963
 ON0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0635 ***********************************************************************
 LD0635  DESIGNATION -  N 120
 LD0635  PID         -  LD0635
 LD0635  STATE/COUNTY-  IA/LEE
 LD0635  USGS QUAD   -  ARGYLE (1982)
 LD0635
 LD0635                         *CURRENT SURVEY CONTROL
 LD0635  ___________________________________________________________________
 LD0635* NAD 83(1986)-  40 31 46.     (N)    091 33 58.     (W)     SCALED    
 LD0635* NAVD 88     -       205.450  (meters)     674.05   (feet)  ADJUSTED  
 LD0635  ___________________________________________________________________
 LD0635  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0635  DYNAMIC HT  -         205.349 (meters)     673.72  (feet)  COMP
 LD0635  MODELED GRAV-     980,127.7   (mgal)                       NAVD 88
 LD0635
 LD0635  VERT ORDER  -  SECOND    CLASS 0
 LD0635
 LD0635.The horizontal coordinates were scaled from a topographic map and have
 LD0635.an estimated accuracy of +/- 6 seconds.
 LD0635
 LD0635.The orthometric height was determined by differential leveling
 LD0635.and adjusted by the National Geodetic Survey in June 1991..
 LD0635
 LD0635.The geoid height was determined by GEOID03.
 LD0635
 LD0635.The dynamic height is computed by dividing the NAVD 88
 LD0635.geopotential number by the normal gravity value computed on the
 LD0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0635.degrees latitude (g = 980.6199 gals.).
 LD0635
 LD0635.The modeled gravity was interpolated from observed gravity values.
 LD0635
 LD0635;                    North         East    Units  Estimated Accuracy
 LD0635;SPC IA S     -    60,620.      663,850.      MT  (+/- 180 meters Scaled)
 LD0635
 LD0635                          SUPERSEDED SURVEY CONTROL
 LD0635
 LD0635  NGVD 29 (??/??/92)  205.477  (m)          674.14   (f) ADJ UNCH    2 0
 LD0635
 LD0635.Superseded values are not recommended for survey control.
 LD0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0635.See file dsdata.txt to determine how the superseded data were derived.
 LD0635
 LD0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE214875(NAD 83)
 LD0635_MARKER: DB = BENCH MARK DISK
 LD0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0635_SP_SET: FOUNDATION
 LD0635_STAMPING: N 120 1935
 LD0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0635
 LD0635  HISTORY     - Date     Condition        Report By
 LD0635  HISTORY     - 1935     MONUMENTED       CGS
 LD0635  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 LD0635
 LD0635                          STATION DESCRIPTION
 LD0635
 LD0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0635'AT ARGYLE.
 LD0635'AT ARGYLE, LEE COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 LD0635'RAILWAY, AT A ROAD CROSSING NEAR THE SOUTHWEST CITY LIMIT, AT
 LD0635'BLOCK SIGNAL 248.2, IN THE TOP OF THE NORTH CORNER OF THE
 LD0635'FOUNDATION, 9 FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST
 LD0635'TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED N
 LD0635'120 1935.
 LD0635
 LD0635                          STATION RECOVERY (2000)
 LD0635
 LD0635'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LD0635'DISK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0642 ***********************************************************************
 LD0642  DESIGNATION -  N 121
 LD0642  PID         -  LD0642
 LD0642  STATE/COUNTY-  IA/VAN BUREN
 LD0642  USGS QUAD   -  MOUNT STERLING (1982)
 LD0642
 LD0642                         *CURRENT SURVEY CONTROL
 LD0642  ___________________________________________________________________
 LD0642* NAD 83(1986)-  40 37 09.     (N)    091 58 02.     (W)     SCALED    
 LD0642* NAVD 88     -       200.090  (meters)     656.46   (feet)  ADJUSTED  
 LD0642  ___________________________________________________________________
 LD0642  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0642  DYNAMIC HT  -         199.993 (meters)     656.14  (feet)  COMP
 LD0642  MODELED GRAV-     980,131.7   (mgal)                       NAVD 88
 LD0642
 LD0642  VERT ORDER  -  SECOND    CLASS 0
 LD0642
 LD0642.The horizontal coordinates were scaled from a topographic map and have
 LD0642.an estimated accuracy of +/- 6 seconds.
 LD0642
 LD0642.The orthometric height was determined by differential leveling
 LD0642.and adjusted by the National Geodetic Survey in June 1991..
 LD0642
 LD0642.The geoid height was determined by GEOID03.
 LD0642
 LD0642.The dynamic height is computed by dividing the NAVD 88
 LD0642.geopotential number by the normal gravity value computed on the
 LD0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0642.degrees latitude (g = 980.6199 gals.).
 LD0642
 LD0642.The modeled gravity was interpolated from observed gravity values.
 LD0642
 LD0642;                    North         East    Units  Estimated Accuracy
 LD0642;SPC IA S     -    69,900.      629,690.      MT  (+/- 180 meters Scaled)
 LD0642
 LD0642                          SUPERSEDED SURVEY CONTROL
 LD0642
 LD0642  NGVD 29 (??/??/92)  200.102  (m)          656.50   (f) ADJ UNCH    2 0
 LD0642
 LD0642.Superseded values are not recommended for survey control.
 LD0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0642.See file dsdata.txt to determine how the superseded data were derived.
 LD0642
 LD0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE873969(NAD 83)
 LD0642_MARKER: DB = BENCH MARK DISK
 LD0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0642_STAMPING: N 121 1935
 LD0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0642+STABILITY: SURFACE MOTION
 LD0642
 LD0642  HISTORY     - Date     Condition        Report By
 LD0642  HISTORY     - 1935     MONUMENTED       CGS
 LD0642
 LD0642                          STATION DESCRIPTION
 LD0642
 LD0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0642'1.9 MI W FROM MT STERLING.
 LD0642'1.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0642'FROM THE STATION AT MT. STERLING, VAN BUREN COUNTY, 95 FEET
 LD0642'WEST OF MILEPOST 57, AT A ROAD CROSSING, 33 FEET NORTH OF THE
 LD0642'CENTERLINE OF THE TRACK, 25 FEET EAST OF THE CENTERLINE OF THE
 LD0642'ROAD, 13 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 5 FEET WEST OF
 LD0642'A POLE, AND 18 INCHES LOWER THAN THE TRACK.  A STANDARD DISK,
 LD0642'STAMPED N 121 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0609 ***********************************************************************
 LD0609  DESIGNATION -  N 122
 LD0609  PID         -  LD0609
 LD0609  STATE/COUNTY-  IA/LEE
 LD0609  USGS QUAD   -  DONNELLSON (1968)
 LD0609
 LD0609                         *CURRENT SURVEY CONTROL
 LD0609  ___________________________________________________________________
 LD0609* NAD 83(1986)-  40 38 36.     (N)    091 33 51.     (W)     SCALED    
 LD0609* NAVD 88     -       214.564  (meters)     703.95   (feet)  ADJUSTED  
 LD0609  ___________________________________________________________________
 LD0609  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0609  DYNAMIC HT  -         214.461 (meters)     703.61  (feet)  COMP
 LD0609  MODELED GRAV-     980,137.5   (mgal)                       NAVD 88
 LD0609
 LD0609  VERT ORDER  -  SECOND    CLASS 0
 LD0609
 LD0609.The horizontal coordinates were scaled from a topographic map and have
 LD0609.an estimated accuracy of +/- 6 seconds.
 LD0609
 LD0609.The orthometric height was determined by differential leveling
 LD0609.and adjusted by the National Geodetic Survey in June 1991..
 LD0609
 LD0609.The geoid height was determined by GEOID03.
 LD0609
 LD0609.The dynamic height is computed by dividing the NAVD 88
 LD0609.geopotential number by the normal gravity value computed on the
 LD0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0609.degrees latitude (g = 980.6199 gals.).
 LD0609
 LD0609.The modeled gravity was interpolated from observed gravity values.
 LD0609
 LD0609;                    North         East    Units  Estimated Accuracy
 LD0609;SPC IA S     -    73,260.      663,730.      MT  (+/- 180 meters Scaled)
 LD0609
 LD0609                          SUPERSEDED SURVEY CONTROL
 LD0609
 LD0609  NGVD 29 (??/??/92)  214.590  (m)          704.03   (f) ADJ UNCH    2 0
 LD0609
 LD0609.Superseded values are not recommended for survey control.
 LD0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0609.See file dsdata.txt to determine how the superseded data were derived.
 LD0609
 LD0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF214001(NAD 83)
 LD0609_MARKER: DB = BENCH MARK DISK
 LD0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0609_STAMPING: N 122 1935
 LD0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0609+STABILITY: SURFACE MOTION
 LD0609
 LD0609  HISTORY     - Date     Condition        Report By
 LD0609  HISTORY     - 1935     MONUMENTED       CGS
 LD0609  HISTORY     - 1942     GOOD             NGS
 LD0609
 LD0609                          STATION DESCRIPTION
 LD0609
 LD0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0609'AT DONNELLSON.
 LD0609'AT DONNELLSON, LEE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LD0609'RAILROAD, 400 FEET WEST OF THE STATION, AT A CROSSING OF U.S.
 LD0609'HIGHWAY 218, 42 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 LD0609'28 FEET NORTH OF THE CENTERLINE OF NORTH TRACK, AT THE SOUTHWEST
 LD0609'CORNER OF A RAILROAD PARK, AND 2 FEET SOUTH OF A POLE.  A STANDARD
 LD0609'DISK, STAMPED N 122 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0489 ***********************************************************************
 MG0489  DESIGNATION -  N 123
 MG0489  PID         -  MG0489
 MG0489  STATE/COUNTY-  IA/WASHINGTON
 MG0489  USGS QUAD   -  CRAWFORDSVILLE (1981)
 MG0489
 MG0489                         *CURRENT SURVEY CONTROL
 MG0489  ___________________________________________________________________
 MG0489* NAD 83(1986)-  41 12 00.     (N)    091 32 00.     (W)     SCALED    
 MG0489* NAVD 88     -       200.353  (meters)     657.32   (feet)  ADJUSTED  
 MG0489  ___________________________________________________________________
 MG0489  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MG0489  DYNAMIC HT  -         200.268 (meters)     657.05  (feet)  COMP
 MG0489  MODELED GRAV-     980,191.4   (mgal)                       NAVD 88
 MG0489
 MG0489  VERT ORDER  -  SECOND    CLASS 0
 MG0489
 MG0489.The horizontal coordinates were scaled from a topographic map and have
 MG0489.an estimated accuracy of +/- 6 seconds.
 MG0489
 MG0489.The orthometric height was determined by differential leveling
 MG0489.and adjusted by the National Geodetic Survey in June 1991..
 MG0489
 MG0489.The geoid height was determined by GEOID03.
 MG0489
 MG0489.The dynamic height is computed by dividing the NAVD 88
 MG0489.geopotential number by the normal gravity value computed on the
 MG0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0489.degrees latitude (g = 980.6199 gals.).
 MG0489
 MG0489.The modeled gravity was interpolated from observed gravity values.
 MG0489
 MG0489;                    North         East    Units  Estimated Accuracy
 MG0489;SPC IA S     -   135,120.      664,940.      MT  (+/- 180 meters Scaled)
 MG0489
 MG0489                          SUPERSEDED SURVEY CONTROL
 MG0489
 MG0489  NGVD 29 (??/??/92)  200.398  (m)          657.47   (f) ADJ UNCH    2 0
 MG0489
 MG0489.Superseded values are not recommended for survey control.
 MG0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0489.See file dsdata.txt to determine how the superseded data were derived.
 MG0489
 MG0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF229619(NAD 83)
 MG0489_MARKER: DB = BENCH MARK DISK
 MG0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0489_SP_SET: BRIDGE
 MG0489_STAMPING: N 123 1935
 MG0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0489
 MG0489  HISTORY     - Date     Condition        Report By
 MG0489  HISTORY     - 1935     MONUMENTED       CGS
 MG0489  HISTORY     - 1941     GOOD             NGS
 MG0489
 MG0489                          STATION DESCRIPTION
 MG0489
 MG0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0489'1.3 MI S FROM CRAWFORDSVILLE.
 MG0489'1.3 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM A CROSSING OF THE
 MG0489'CHICAGO, BURLINGTON AND QUINCY RAILROAD AT CRAWFORDSVILLE, AT
 MG0489'A CONCRETE BRIDGE, IN THE TOP OF THE NORTHEAST WING WALL, AND
 MG0489'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED N 123 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0920 ***********************************************************************
 MG0920  DESIGNATION -  N 123 RESET
 MG0920  PID         -  MG0920
 MG0920  STATE/COUNTY-  IA/WASHINGTON
 MG0920  USGS QUAD   -  CRAWFORDSVILLE (1981)
 MG0920
 MG0920                         *CURRENT SURVEY CONTROL
 MG0920  ___________________________________________________________________
 MG0920* NAD 83(1986)-  41 12 00.     (N)    091 32 00.     (W)     SCALED    
 MG0920* NAVD 88     -       201.54   (meters)     661.2    (feet)  RESET     
 MG0920  ___________________________________________________________________
 MG0920  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MG0920
 MG0920  VERT ORDER  -  THIRD
 MG0920
 MG0920.The horizontal coordinates were scaled from a topographic map and have
 MG0920.an estimated accuracy of +/- 6 seconds.
 MG0920
 MG0920.The orthometric height was computed from unverified reset data.
 MG0920
 MG0920.The geoid height was determined by GEOID03.
 MG0920
 MG0920;                    North         East    Units  Estimated Accuracy
 MG0920;SPC IA S     -   135,120.      664,940.      MT  (+/- 180 meters Scaled)
 MG0920
 MG0920                          SUPERSEDED SURVEY CONTROL
 MG0920
 MG0920  NGVD 29 (05/12/04)  201.58   (m)          661.4    (f) RESET       3  
 MG0920
 MG0920.Superseded values are not recommended for survey control.
 MG0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0920.See file dsdata.txt to determine how the superseded data were derived.
 MG0920
 MG0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF229619(NAD 83)
 MG0920_MARKER: DB = BENCH MARK DISK
 MG0920_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MG0920_SP_SET: BARRIER RAIL
 MG0920_STAMPING: N 123 RESET 1982
 MG0920_MARK LOGO: NGS   
 MG0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0920+STABILITY: SURFACE MOTION
 MG0920
 MG0920  HISTORY     - Date     Condition        Report By
 MG0920  HISTORY     - 1982     MONUMENTED       LOCENG
 MG0920
 MG0920                          STATION DESCRIPTION
 MG0920
 MG0920'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 MG0920'2.1 KM (1.30 MI) SOUTH FROM CRAWFORDSVILLE.
 MG0920'1.3 MILES SOUTH ALONG US HIGHWAY 218 FROM THE CROSSING OF THE CHICAGO,
 MG0920'BURLINGTON AND QUINCY RAILROAD IN CRAWFORDSVILLE, IN THE TOP OF THE
 MG0920'NORTHWEST CORNER OF A BARRIER RAIL ON THE NEW BRIDGE ON US HIGHWAY
 MG0920'218.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0515 ***********************************************************************
 LD0515  DESIGNATION -  N 125
 LD0515  PID         -  LD0515
 LD0515  STATE/COUNTY-  IA/HENRY
 LD0515  USGS QUAD   -  NEW LONDON (1981)
 LD0515
 LD0515                         *CURRENT SURVEY CONTROL
 LD0515  ___________________________________________________________________
 LD0515* NAD 83(1986)-  40 55 41.     (N)    091 23 52.     (W)     SCALED    
 LD0515* NAVD 88     -       234.622  (meters)     769.76   (feet)  ADJUSTED  
 LD0515  ___________________________________________________________________
 LD0515  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 LD0515  DYNAMIC HT  -         234.515 (meters)     769.40  (feet)  COMP
 LD0515  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 LD0515
 LD0515  VERT ORDER  -  SECOND    CLASS 0
 LD0515
 LD0515.The horizontal coordinates were scaled from a topographic map and have
 LD0515.an estimated accuracy of +/- 6 seconds.
 LD0515
 LD0515.The orthometric height was determined by differential leveling
 LD0515.and adjusted by the National Geodetic Survey in June 1991..
 LD0515
 LD0515.The geoid height was determined by GEOID03.
 LD0515
 LD0515.The dynamic height is computed by dividing the NAVD 88
 LD0515.geopotential number by the normal gravity value computed on the
 LD0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0515.degrees latitude (g = 980.6199 gals.).
 LD0515
 LD0515.The modeled gravity was interpolated from observed gravity values.
 LD0515
 LD0515;                    North         East    Units  Estimated Accuracy
 LD0515;SPC IA S     -   105,200.      677,040.      MT  (+/- 180 meters Scaled)
 LD0515
 LD0515                          SUPERSEDED SURVEY CONTROL
 LD0515
 LD0515  NGVD 29 (??/??/92)  234.663  (m)          769.89   (f) ADJ UNCH    2 0
 LD0515
 LD0515.Superseded values are not recommended for survey control.
 LD0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0515.See file dsdata.txt to determine how the superseded data were derived.
 LD0515
 LD0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF348320(NAD 83)
 LD0515_MARKER: DB = BENCH MARK DISK
 LD0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0515_STAMPING: N 125 1935
 LD0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0515+STABILITY: SURFACE MOTION
 LD0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0515+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 LD0515
 LD0515  HISTORY     - Date     Condition        Report By
 LD0515  HISTORY     - 1935     MONUMENTED       CGS
 LD0515  HISTORY     - 20031105 GOOD             JCLS
 LD0515
 LD0515                          STATION DESCRIPTION
 LD0515
 LD0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0515'AT NEW LONDON.
 LD0515'AT NEW LONDON, HENRY COUNTY, ON THE CHICAGO, BURLINGTON AND
 LD0515'QUINCY RAILROAD, 150 FEET NORTHWEST OF THE STATION, AT A ROAD
 LD0515'CROSSING, 45 FEET EAST OF BLOCK SIGNAL N-2249, 34 FEET NORTHEAST
 LD0515'OF THE CENTERLINE OF THE NORTHEAST MAIN TRACK, 27 FEET NORTHWEST
 LD0515'OF THE CENTERLINE OF THE ROAD, AND 3 FEET SOUTHWEST OF A POLE.
 LD0515'A STANDARD DISK, STAMPED 125 1935 AND SET IN THE TOP OF A CONCRETE
 LD0515'POST.
 LD0515
 LD0515                          STATION RECOVERY (2003)
 LD0515
 LD0515'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 LD0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0446 ***********************************************************************
 MG0446  DESIGNATION -  N 126
 MG0446  PID         -  MG0446
 MG0446  STATE/COUNTY-  IA/LOUISA
 MG0446  USGS QUAD   -  MEDIAPOLIS (1965)
 MG0446
 MG0446                         *CURRENT SURVEY CONTROL
 MG0446  ___________________________________________________________________
 MG0446* NAD 83(1986)-  41 05 58.     (N)    091 08 58.     (W)     SCALED    
 MG0446* NAVD 88     -       194.143  (meters)     636.95   (feet)  ADJUSTED  
 MG0446  ___________________________________________________________________
 MG0446  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MG0446  DYNAMIC HT  -         194.058 (meters)     636.67  (feet)  COMP
 MG0446  MODELED GRAV-     980,182.1   (mgal)                       NAVD 88
 MG0446
 MG0446  VERT ORDER  -  SECOND    CLASS 0
 MG0446
 MG0446.The horizontal coordinates were scaled from a topographic map and have
 MG0446.an estimated accuracy of +/- 6 seconds.
 MG0446
 MG0446.The orthometric height was determined by differential leveling
 MG0446.and adjusted by the National Geodetic Survey in June 1991..
 MG0446
 MG0446.The geoid height was determined by GEOID03.
 MG0446
 MG0446.The dynamic height is computed by dividing the NAVD 88
 MG0446.geopotential number by the normal gravity value computed on the
 MG0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0446.degrees latitude (g = 980.6199 gals.).
 MG0446
 MG0446.The modeled gravity was interpolated from observed gravity values.
 MG0446
 MG0446;                    North         East    Units  Estimated Accuracy
 MG0446;SPC IA S     -   124,760.      697,430.      MT  (+/- 180 meters Scaled)
 MG0446
 MG0446                          SUPERSEDED SURVEY CONTROL
 MG0446
 MG0446  NGVD 29 (??/??/92)  194.200  (m)          637.14   (f) ADJ UNCH    2 0
 MG0446
 MG0446.Superseded values are not recommended for survey control.
 MG0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0446.See file dsdata.txt to determine how the superseded data were derived.
 MG0446
 MG0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF554514(NAD 83)
 MG0446_MARKER: DB = BENCH MARK DISK
 MG0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0446_STAMPING: N 126 1935
 MG0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0446+STABILITY: SURFACE MOTION
 MG0446
 MG0446  HISTORY     - Date     Condition        Report By
 MG0446  HISTORY     - 1935     MONUMENTED       CGS
 MG0446
 MG0446                          STATION DESCRIPTION
 MG0446
 MG0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MG0446'2.1 MI E FROM NEWPORT.
 MG0446'2.1 MILES EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 MG0446'FROM THE STATION AT NEWPORT, LOUISA COUNTY, 100 FEET WEST OF
 MG0446'BRIDGE 90.2, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 28
 MG0446'FEET EAST OF THE CENTERLINE OF THE ROAD, 13 FEET EAST OF A
 MG0446'FENCE CORNER, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 2
 MG0446'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED N 126
 MG0446'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0927 ***********************************************************************
 MJ0927  DESIGNATION -  N 127
 MJ0927  PID         -  MJ0927
 MJ0927  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0927  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0927
 MJ0927                         *CURRENT SURVEY CONTROL
 MJ0927  ___________________________________________________________________
 MJ0927* NAD 83(1986)-  41 17 06.     (N)    095 55 07.     (W)     SCALED    
 MJ0927* NAVD 88     -       299.156  (meters)     981.48   (feet)  ADJUSTED  
 MJ0927  ___________________________________________________________________
 MJ0927  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 MJ0927  DYNAMIC HT  -         299.031 (meters)     981.07  (feet)  COMP
 MJ0927  MODELED GRAV-     980,197.2   (mgal)                       NAVD 88
 MJ0927
 MJ0927  VERT ORDER  -  FIRST     CLASS II
 MJ0927
 MJ0927.The horizontal coordinates were scaled from a topographic map and have
 MJ0927.an estimated accuracy of +/- 6 seconds.
 MJ0927
 MJ0927.The orthometric height was determined by differential leveling
 MJ0927.and adjusted by the National Geodetic Survey in June 1991..
 MJ0927.WARNING-Repeat measurements at this control monument indicate possible
 MJ0927.vertical movement.
 MJ0927
 MJ0927.The geoid height was determined by GEOID03.
 MJ0927
 MJ0927.The dynamic height is computed by dividing the NAVD 88
 MJ0927.geopotential number by the normal gravity value computed on the
 MJ0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0927.degrees latitude (g = 980.6199 gals.).
 MJ0927
 MJ0927.The modeled gravity was interpolated from observed gravity values.
 MJ0927
 MJ0927;                    North         East    Units  Estimated Accuracy
 MJ0927;SPC IA S     -   145,510.      297,430.      MT  (+/- 180 meters Scaled)
 MJ0927
 MJ0927                          SUPERSEDED SURVEY CONTROL
 MJ0927
 MJ0927  NGVD 29 (??/??/92)  299.095  (m)          981.28   (f) ADJ UNCH    1 2
 MJ0927
 MJ0927.Superseded values are not recommended for survey control.
 MJ0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0927.See file dsdata.txt to determine how the superseded data were derived.
 MJ0927
 MJ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF555745(NAD 83)
 MJ0927_MARKER: DB = BENCH MARK DISK
 MJ0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0927_SP_SET: CONCRETE POST
 MJ0927_STAMPING: N 127 1947
 MJ0927_MARK LOGO: CGS   
 MJ0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0927+STABILITY: SURFACE MOTION
 MJ0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0927+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1989
 MJ0927
 MJ0927  HISTORY     - Date     Condition        Report By
 MJ0927  HISTORY     - 1947     MONUMENTED       CGS
 MJ0927  HISTORY     - 1976     GOOD             LOCSUR
 MJ0927  HISTORY     - 19890829 GOOD             NGS
 MJ0927
 MJ0927                          STATION DESCRIPTION
 MJ0927
 MJ0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0927'AT OMAHA.
 MJ0927'AT OMAHA, ON LOCUST STREET, IN THE LAWN OF HOUSE NO. 816, 6.3
 MJ0927'FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK ALONG THE NORTH SIDE
 MJ0927'OF LOCUST STREET, 36.8 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 MJ0927'CORNER OF BRICK HOUSE NO. 816 (MEASURED FROM THE HOUSE PROPER AND
 MJ0927'NOT THE ENCLOSED PORCH), 47.8 FEET SOUTHWEST OF THE SOUTHWEST
 MJ0927'CORNER OF HOUSE NO. 818, 12.3 FEET SOUTH OF A 8-FOOT TALL SPRUCE
 MJ0927'TREE, 9.9 FEET NORTHEAST OF THE EAST CORNER OF THE JUNCTION OF THE
 MJ0927'STREET SIDEWALK AND THE SIDEWALK LEADING TO HOUSE NO. 816, 15 FEET
 MJ0927'NORTHWEST OF THE JUNCTION OF LINES ON TOP OF A 1 FOOT SQUARE
 MJ0927'CONCRETE REFERENCE BLOCK WHICH IS FLUSH WITH THE GROUND AND WHICH
 MJ0927'HAS USBM 15 AND A LINE POINTING TOWARDS THE BENCH MARK STENCILED
 MJ0927'ON THE TOP, SET IN THE TOP OF A CONCRETE POST 0.5 FOOT UNDERGROUND.
 MJ0927
 MJ0927                          STATION RECOVERY (1976)
 MJ0927
 MJ0927'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0927'RECOVERED IN GOOD CONDITION.
 MJ0927
 MJ0927                          STATION RECOVERY (1989)
 MJ0927
 MJ0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0927'CHANGE--THE MEASUREMENT TO THE BRICK HOUSE, TO 8.6 M (28.2 FT).
 MJ0927'DELETE--12.3 FEET SOUTH OF A 8-FOOT TALL SPRUCE TREE.  ADD--8.6 M
 MJ0927'(20.2 FT) NORTH OF THE NORTH CURB OF LOCUST STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0143 ***********************************************************************
 NM0143  DESIGNATION -  N 128
 NM0143  PID         -  NM0143
 NM0143  STATE/COUNTY-  IA/WOODBURY
 NM0143  USGS QUAD   -  SALIX (1976)
 NM0143
 NM0143                         *CURRENT SURVEY CONTROL
 NM0143  ___________________________________________________________________
 NM0143* NAD 83(1986)-  42 21 28.     (N)    096 19 19.     (W)     SCALED    
 NM0143* NAVD 88     -       330.976  (meters)    1085.88   (feet)  ADJUSTED  
 NM0143  ___________________________________________________________________
 NM0143  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 NM0143  DYNAMIC HT  -         330.871 (meters)    1085.53  (feet)  COMP
 NM0143  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 NM0143
 NM0143  VERT ORDER  -  FIRST     CLASS II
 NM0143
 NM0143.The horizontal coordinates were scaled from a topographic map and have
 NM0143.an estimated accuracy of +/- 6 seconds.
 NM0143
 NM0143.The orthometric height was determined by differential leveling
 NM0143.and adjusted by the National Geodetic Survey in June 1991..
 NM0143
 NM0143.The geoid height was determined by GEOID03.
 NM0143
 NM0143.The dynamic height is computed by dividing the NAVD 88
 NM0143.geopotential number by the normal gravity value computed on the
 NM0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0143.degrees latitude (g = 980.6199 gals.).
 NM0143
 NM0143.The modeled gravity was interpolated from observed gravity values.
 NM0143
 NM0143;                    North         East    Units  Estimated Accuracy
 NM0143;SPC IA N     - 1,099,160.    1,267,570.      MT  (+/- 180 meters Scaled)
 NM0143
 NM0143                          SUPERSEDED SURVEY CONTROL
 NM0143
 NM0143  NGVD 29 (??/??/92)  330.820  (m)         1085.37   (f) ADJ UNCH    1 2
 NM0143
 NM0143.Superseded values are not recommended for survey control.
 NM0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0143.See file dsdata.txt to determine how the superseded data were derived.
 NM0143
 NM0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM205929(NAD 83)
 NM0143_MARKER: DB = BENCH MARK DISK
 NM0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0143_SP_SET: CONCRETE POST
 NM0143_STAMPING: N 128 1948
 NM0143_MARK LOGO: CGS   
 NM0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0143+STABILITY: SURFACE MOTION
 NM0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0143+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1989
 NM0143
 NM0143  HISTORY     - Date     Condition        Report By
 NM0143  HISTORY     - 1948     MONUMENTED       CGS
 NM0143  HISTORY     - 1959     GOOD             NGS
 NM0143  HISTORY     - 19890911 GOOD             NGS
 NM0143
 NM0143                          STATION DESCRIPTION
 NM0143
 NM0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0143'3.9 MI SE FROM SERGEANT BLUFF.
 NM0143'3.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0143'FROM THE STATION AT SERGEANT BLUFF, 412.0 FEET SOUTH OF THE CENTER
 NM0143'OF A T ROAD JUNCTION WITH A ROAD LEADING EAST FROM U.S. HIGHWAY
 NM0143'75, 42.1 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 75,
 NM0143'37.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 3.6 FEET
 NM0143'SOUTHEAST OF A TELEGRAPH POLE AND IN LINE WITH THE ROW OF POLES,
 NM0143'2.4 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP
 NM0143'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0143
 NM0143                          STATION RECOVERY (1959)
 NM0143
 NM0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 NM0143'RECOVERED IN GOOD CONDITION.
 NM0143
 NM0143                          STATION RECOVERY (1989)
 NM0143
 NM0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0143'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. CHANGE--2.4
 NM0143'FEET, TO 0.4 M (1.3 FT).  ADD--0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 NM0143'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0107 ***********************************************************************
 NM0107  DESIGNATION -  N 129
 NM0107  PID         -  NM0107
 NM0107  STATE/COUNTY-  IA/MONONA
 NM0107  USGS QUAD   -  SLOAN (1969)
 NM0107
 NM0107                         *CURRENT SURVEY CONTROL
 NM0107  ___________________________________________________________________
 NM0107* NAD 83(1986)-  42 10 31.     (N)    096 11 11.     (W)     SCALED    
 NM0107* NAVD 88     -       325.692  (meters)    1068.54   (feet)  ADJUSTED  
 NM0107  ___________________________________________________________________
 NM0107  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 NM0107  DYNAMIC HT  -         325.581 (meters)    1068.18  (feet)  COMP
 NM0107  MODELED GRAV-     980,270.6   (mgal)                       NAVD 88
 NM0107
 NM0107  VERT ORDER  -  FIRST     CLASS II
 NM0107
 NM0107.The horizontal coordinates were scaled from a topographic map and have
 NM0107.an estimated accuracy of +/- 6 seconds.
 NM0107
 NM0107.The orthometric height was determined by differential leveling
 NM0107.and adjusted by the National Geodetic Survey in June 1991..
 NM0107
 NM0107.The geoid height was determined by GEOID03.
 NM0107
 NM0107.The dynamic height is computed by dividing the NAVD 88
 NM0107.geopotential number by the normal gravity value computed on the
 NM0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0107.degrees latitude (g = 980.6199 gals.).
 NM0107
 NM0107.The modeled gravity was interpolated from observed gravity values.
 NM0107
 NM0107;                    North         East    Units  Estimated Accuracy
 NM0107;SPC IA N     - 1,078,530.    1,278,080.      MT  (+/- 180 meters Scaled)
 NM0107
 NM0107                          SUPERSEDED SURVEY CONTROL
 NM0107
 NM0107  NGVD 29 (??/??/92)  325.550  (m)         1068.08   (f) ADJ UNCH    1 2
 NM0107
 NM0107.Superseded values are not recommended for survey control.
 NM0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0107.See file dsdata.txt to determine how the superseded data were derived.
 NM0107
 NM0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM323730(NAD 83)
 NM0107_MARKER: DB = BENCH MARK DISK
 NM0107_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NM0107_SP_SET: ABUTMENT
 NM0107_STAMPING: N 129 1948
 NM0107_MARK LOGO: CGS   
 NM0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0107+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1989
 NM0107
 NM0107  HISTORY     - Date     Condition        Report By
 NM0107  HISTORY     - 1948     MONUMENTED       CGS
 NM0107  HISTORY     - 19890831 GOOD             NGS
 NM0107
 NM0107                          STATION DESCRIPTION
 NM0107
 NM0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0107'3.9 MI NW FROM WHITING.
 NM0107'3.9 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0107'FROM THE STATION AT WHITING, 28 YARDS SOUTHWEST OF THE CENTER
 NM0107'LINE OF U.S. HIGHWAY 75, 25 YARDS SOUTHWEST OF THE SOUTHWEST
 NM0107'CORNER OF A CONCRETE HIGHWAY BRIDGE, 123.7 FEET SOUTHEAST OF A
 NM0107'WHISTLE POST, 6.6 FEET SOUTHWEST OF AND 1.6 FEET LOWER THAN THE
 NM0107'SOUTHWEST RAIL, SET IN THE TOP OF AND 1.0 FOOT SOUTHWEST OF THE
 NM0107'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF RAILROAD
 NM0107'BRIDGE 545.
 NM0107
 NM0107                          STATION RECOVERY (1989)
 NM0107
 NM0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0107'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.1 KM
 NM0107'(3.80 MI) NORTHWESTERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NM0107'FROM ITS JUNCTION WITH WHITTIER STREET IN WHITING, IN TOP OF AND 0.3 M
 NM0107'(1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 NM0107'ABUTMENT OF RAILROAD BRIDGE NUMBER 545, 2.0 M (6.6 FT) SOUTHWEST OF
 NM0107'THE NEAR RAIL, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0146 ***********************************************************************
 NL0146  DESIGNATION -  N 13
 NL0146  PID         -  NL0146
 NL0146  STATE/COUNTY-  IA/CALHOUN
 NL0146  USGS QUAD   -  ROCKWELL CITY (1980)
 NL0146
 NL0146                         *CURRENT SURVEY CONTROL
 NL0146  ___________________________________________________________________
 NL0146* NAD 83(1986)-  42 24 15.     (N)    094 41 20.     (W)     SCALED    
 NL0146* NAVD 88     -       375.915  (meters)    1233.31   (feet)  ADJUSTED  
 NL0146  ___________________________________________________________________
 NL0146  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 NL0146  DYNAMIC HT  -         375.774 (meters)    1232.85  (feet)  COMP
 NL0146  MODELED GRAV-     980,235.6   (mgal)                       NAVD 88
 NL0146
 NL0146  VERT ORDER  -  FIRST     CLASS II
 NL0146
 NL0146.The horizontal coordinates were scaled from a topographic map and have
 NL0146.an estimated accuracy of +/- 6 seconds.
 NL0146
 NL0146.The orthometric height was determined by differential leveling
 NL0146.and adjusted by the National Geodetic Survey in June 1991..
 NL0146
 NL0146.The geoid height was determined by GEOID03.
 NL0146
 NL0146.The dynamic height is computed by dividing the NAVD 88
 NL0146.geopotential number by the normal gravity value computed on the
 NL0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0146.degrees latitude (g = 980.6199 gals.).
 NL0146
 NL0146.The modeled gravity was interpolated from observed gravity values.
 NL0146
 NL0146;                    North         East    Units  Estimated Accuracy
 NL0146;SPC IA N     - 1,101,120.    1,402,130.      MT  (+/- 180 meters Scaled)
 NL0146
 NL0146                          SUPERSEDED SURVEY CONTROL
 NL0146
 NL0146  NGVD 29 (??/??/92)  375.828  (m)         1233.03   (f) ADJ UNCH    1 2
 NL0146
 NL0146.Superseded values are not recommended for survey control.
 NL0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0146.See file dsdata.txt to determine how the superseded data were derived.
 NL0146
 NL0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG610960(NAD 83)
 NL0146_MARKER: DB = BENCH MARK DISK
 NL0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0146_STAMPING: 1233.029 N 13 1933
 NL0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0146+STABILITY: SURFACE MOTION
 NL0146
 NL0146  HISTORY     - Date     Condition        Report By
 NL0146  HISTORY     - 1933     MONUMENTED       CGS
 NL0146  HISTORY     - 1934     GOOD             NGS
 NL0146
 NL0146                          STATION DESCRIPTION
 NL0146
 NL0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0146'3 MI W FROM ROCK WELL CITY.
 NL0146'3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NL0146'RAILROAD FROM ROCKWELL CITY, CALHOUN COUNTY, AT THE CROSSING OF
 NL0146'A GRAVEL ROAD ALONG THE LINE BETWEEN SECTIONS 27 AND 28, T 88 N.,
 NL0146'R 33 W., 38 FEET WEST OF THE CENTERLINE OF A NORTH-AND-SOUTH
 NL0146'ROAD (THE SECTION-LINE ROAD), 64.6 FEET WEST OF A POLE, 47.8
 NL0146'FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 12 FEET WEST
 NL0146'OF A FENCE CORNER, AND 1.5 FEET SOUTH OF A FENCE.  A STANDARD
 NL0146'DISK, STAMPED 1233.029 N 13 1933 AND SET IN THE TOP OF A CONCRETE
 NL0146'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0847 ***********************************************************************
 MJ0847  DESIGNATION -  N 130
 MJ0847  PID         -  MJ0847
 MJ0847  STATE/COUNTY-  IA/MILLS
 MJ0847  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0847
 MJ0847                         *CURRENT SURVEY CONTROL
 MJ0847  ___________________________________________________________________
 MJ0847* NAD 83(1986)-  41 06 53.     (N)    095 51 28.     (W)     SCALED    
 MJ0847* NAVD 88     -       294.280  (meters)     965.48   (feet)  ADJUSTED  
 MJ0847  ___________________________________________________________________
 MJ0847  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 MJ0847  DYNAMIC HT  -         294.160 (meters)     965.09  (feet)  COMP
 MJ0847  MODELED GRAV-     980,209.5   (mgal)                       NAVD 88
 MJ0847
 MJ0847  VERT ORDER  -  SECOND    CLASS 0
 MJ0847
 MJ0847.The horizontal coordinates were scaled from a topographic map and have
 MJ0847.an estimated accuracy of +/- 6 seconds.
 MJ0847
 MJ0847.The orthometric height was determined by differential leveling
 MJ0847.and adjusted by the National Geodetic Survey in June 1991..
 MJ0847
 MJ0847.The geoid height was determined by GEOID03.
 MJ0847
 MJ0847.The dynamic height is computed by dividing the NAVD 88
 MJ0847.geopotential number by the normal gravity value computed on the
 MJ0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0847.degrees latitude (g = 980.6199 gals.).
 MJ0847
 MJ0847.The modeled gravity was interpolated from observed gravity values.
 MJ0847
 MJ0847;                    North         East    Units  Estimated Accuracy
 MJ0847;SPC IA S     -   126,470.      302,010.      MT  (+/- 180 meters Scaled)
 MJ0847
 MJ0847                          SUPERSEDED SURVEY CONTROL
 MJ0847
 MJ0847  NGVD 29 (??/??/92)  294.188  (m)          965.18   (f) ADJ UNCH    2 0
 MJ0847
 MJ0847.Superseded values are not recommended for survey control.
 MJ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0847.See file dsdata.txt to determine how the superseded data were derived.
 MJ0847
 MJ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF600554(NAD 83)
 MJ0847_MARKER: DB = BENCH MARK DISK
 MJ0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0847_STAMPING: N 130 1948
 MJ0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0847+STABILITY: SURFACE MOTION
 MJ0847
 MJ0847  HISTORY     - Date     Condition        Report By
 MJ0847  HISTORY     - 1948     MONUMENTED       CGS
 MJ0847
 MJ0847                          STATION DESCRIPTION
 MJ0847
 MJ0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0847'12.3 MI SW FROM COUNCIL BLUFFS.
 MJ0847'9.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MJ0847'RAILROAD FROM THE STATION AT COUNCIL BLUFFS, THENCE 1.8 MILES
 MJ0847'WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE WEST AND SOUTHWEST
 MJ0847'ALONG A FARMROAD, 22.2 FEET SOUTHEAST OF THE EAST CORNER OF A
 MJ0847'ONE-ROOM IMITATION BRICK HOUSE WHICH BELONGS TO FAY HAYNIE AND
 MJ0847'WHICH HAS A HIGH BRICK FOUNDATION AND WHICH IS ON THE NORTHEAST
 MJ0847'SIDE OF A LEVEE, MIDWAY BETWEEN TWO LARGE COTTONWOOD TREES,
 MJ0847'18.6 FEET NORTHEAST OF THE CENTER OF THE TOP OF A LEVEE, 10.0
 MJ0847'FEET SOUTHWEST OF AN EDGE OF A FIELD, 1.5 FEET WEST OF A 4X4
 MJ0847'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MJ0847'1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0786 ***********************************************************************
 MJ0786  DESIGNATION -  N 131
 MJ0786  PID         -  MJ0786
 MJ0786  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0786  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0786
 MJ0786                         *CURRENT SURVEY CONTROL
 MJ0786  ___________________________________________________________________
 MJ0786* NAD 83(1986)-  41 12 26.     (N)    095 50 38.     (W)     SCALED    
 MJ0786* NAVD 88     -       296.142  (meters)     971.59   (feet)  ADJUSTED  
 MJ0786  ___________________________________________________________________
 MJ0786  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MJ0786  DYNAMIC HT  -         296.022 (meters)     971.20  (feet)  COMP
 MJ0786  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 MJ0786
 MJ0786  VERT ORDER  -  SECOND    CLASS 0
 MJ0786
 MJ0786.The horizontal coordinates were scaled from a topographic map and have
 MJ0786.an estimated accuracy of +/- 6 seconds.
 MJ0786
 MJ0786.The orthometric height was determined by differential leveling
 MJ0786.and adjusted by the National Geodetic Survey in June 1991..
 MJ0786
 MJ0786.The geoid height was determined by GEOID03.
 MJ0786
 MJ0786.The dynamic height is computed by dividing the NAVD 88
 MJ0786.geopotential number by the normal gravity value computed on the
 MJ0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0786.degrees latitude (g = 980.6199 gals.).
 MJ0786
 MJ0786.The modeled gravity was interpolated from observed gravity values.
 MJ0786
 MJ0786;                    North         East    Units  Estimated Accuracy
 MJ0786;SPC IA S     -   136,710.      303,450.      MT  (+/- 180 meters Scaled)
 MJ0786
 MJ0786                          SUPERSEDED SURVEY CONTROL
 MJ0786
 MJ0786  NGVD 29 (??/??/92)  296.035  (m)          971.24   (f) ADJ UNCH    2 0
 MJ0786
 MJ0786.Superseded values are not recommended for survey control.
 MJ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0786.See file dsdata.txt to determine how the superseded data were derived.
 MJ0786
 MJ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF615656(NAD 83)
 MJ0786_MARKER: DB = BENCH MARK DISK
 MJ0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0786_STAMPING: N 131 1948
 MJ0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0786+STABILITY: SURFACE MOTION
 MJ0786
 MJ0786  HISTORY     - Date     Condition        Report By
 MJ0786  HISTORY     - 1948     MONUMENTED       CGS
 MJ0786
 MJ0786                          STATION DESCRIPTION
 MJ0786
 MJ0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0786'AT MANAWA PARK.
 MJ0786'AT MANAWA PARK, AT LOT 32 PICKARD LANE WHICH IS THE RESIDENCE
 MJ0786'OF C. RUS, 8.0 FEET SOUTHWEST OF THE CENTER LINE OF PICKARD
 MJ0786'LANE (FOLLOWS THE LAKE SHORE), 2.0 FEET NORTH OF THE EXTENSION
 MJ0786'TO THE EAST OF THE LINE OF THE SOUTH FACE OF THE DWELLING AND
 MJ0786'THE NORTH FACE OF THE GARAGE, 66.3 FEET EAST OF THE EAST END
 MJ0786'OF THE DWELLING, 1.2 FEET NORTH OF THE NORTH EDGE OF A BRICK
 MJ0786'SIDEWALK LEADING TO THE HOUSE, ABOUT 100.0 FEET NORTHWEST OF THE
 MJ0786'JUNCTION OF THE LANE AND A GRAVEL ROAD LEADING SOUTH AND EAST
 MJ0786'ALONG THE LAKE (THIS JUNCTION IS NEAR THE TURN IN THE GRAVEL
 MJ0786'ROAD AND 0.3 MILE SOUTH OF THE MANAWA PARK CHURCH), SET IN
 MJ0786'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0775 ***********************************************************************
 MJ0775  DESIGNATION -  N 132
 MJ0775  PID         -  MJ0775
 MJ0775  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0775  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0775
 MJ0775                         *CURRENT SURVEY CONTROL
 MJ0775  ___________________________________________________________________
 MJ0775* NAD 83(1986)-  41 14 25.     (N)    095 51 47.     (W)     SCALED    
 MJ0775* NAVD 88     -       298.465  (meters)     979.21   (feet)  ADJUSTED  
 MJ0775  ___________________________________________________________________
 MJ0775  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 MJ0775  DYNAMIC HT  -         298.344 (meters)     978.82  (feet)  COMP
 MJ0775  MODELED GRAV-     980,207.8   (mgal)                       NAVD 88
 MJ0775
 MJ0775  VERT ORDER  -  SECOND    CLASS 0
 MJ0775
 MJ0775.The horizontal coordinates were scaled from a topographic map and have
 MJ0775.an estimated accuracy of +/- 6 seconds.
 MJ0775
 MJ0775.The orthometric height was determined by differential leveling
 MJ0775.and adjusted by the National Geodetic Survey in June 1991..
 MJ0775
 MJ0775.The geoid height was determined by GEOID03.
 MJ0775
 MJ0775.The dynamic height is computed by dividing the NAVD 88
 MJ0775.geopotential number by the normal gravity value computed on the
 MJ0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0775.degrees latitude (g = 980.6199 gals.).
 MJ0775
 MJ0775.The modeled gravity was interpolated from observed gravity values.
 MJ0775
 MJ0775;                    North         East    Units  Estimated Accuracy
 MJ0775;SPC IA S     -   140,420.      301,940.      MT  (+/- 180 meters Scaled)
 MJ0775
 MJ0775                          SUPERSEDED SURVEY CONTROL
 MJ0775
 MJ0775  NGVD 29 (??/??/92)  298.352  (m)          978.84   (f) ADJ UNCH    2 0
 MJ0775
 MJ0775.Superseded values are not recommended for survey control.
 MJ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0775.See file dsdata.txt to determine how the superseded data were derived.
 MJ0775
 MJ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF600693(NAD 83)
 MJ0775_MARKER: DB = BENCH MARK DISK
 MJ0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0775_STAMPING: N 132 1948
 MJ0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0775+STABILITY: SURFACE MOTION
 MJ0775
 MJ0775  HISTORY     - Date     Condition        Report By
 MJ0775  HISTORY     - 1948     MONUMENTED       CGS
 MJ0775
 MJ0775                          STATION DESCRIPTION
 MJ0775
 MJ0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0775'AT COUNCIL BLUFFS.
 MJ0775'AT COUNCIL BLUFFS, IN THE SOUTHEAST QUARTER OF THE INTERSECTION
 MJ0775'OF 13TH STREET AND 22ND AVENUE, ABOUT 300.0 FEET EAST OF A
 MJ0775'RAILROAD BRIDGE OVER INDIAN CREEK DITCH, 37.0 FEET SOUTH OF THE
 MJ0775'CENTER LINE OF 22ND AVENUE, 36.7 FEET EAST OF THE CENTER LINE
 MJ0775'OF 13TH STREET, 12.4 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO,
 MJ0775'BURLINGTON AND QUINCY RAILROAD SPUR TRACK WHICH FOLLOW 22ND
 MJ0775'STREET, 2.0 FEET WEST OF A 4 X 4 REFERENCE POST, 1.0 FOOT
 MJ0775'NORTH OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0775'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1155 ***********************************************************************
 LF1155  DESIGNATION -  N 133
 LF1155  PID         -  LF1155
 LF1155  STATE/COUNTY-  IA/FREMONT
 LF1155  USGS QUAD   -  MC PAUL (1984)
 LF1155
 LF1155                         *CURRENT SURVEY CONTROL
 LF1155  ___________________________________________________________________
 LF1155* NAD 83(1986)-  40 46 59.     (N)    095 49 21.     (W)     SCALED    
 LF1155* NAVD 88     -       284.690  (meters)     934.02   (feet)  ADJUSTED  
 LF1155  ___________________________________________________________________
 LF1155  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 LF1155  DYNAMIC HT  -         284.547 (meters)     933.55  (feet)  COMP
 LF1155  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 LF1155
 LF1155  VERT ORDER  -  SECOND    CLASS 0
 LF1155
 LF1155.The horizontal coordinates were scaled from a topographic map and have
 LF1155.an estimated accuracy of +/- 6 seconds.
 LF1155
 LF1155.The orthometric height was determined by differential leveling
 LF1155.and adjusted by the National Geodetic Survey in June 1991..
 LF1155
 LF1155.The geoid height was determined by GEOID03.
 LF1155
 LF1155.The dynamic height is computed by dividing the NAVD 88
 LF1155.geopotential number by the normal gravity value computed on the
 LF1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1155.degrees latitude (g = 980.6199 gals.).
 LF1155
 LF1155.The modeled gravity was interpolated from observed gravity values.
 LF1155
 LF1155;                    North         East    Units  Estimated Accuracy
 LF1155;SPC IA S     -    89,570.      303,990.      MT  (+/- 180 meters Scaled)
 LF1155
 LF1155                          SUPERSEDED SURVEY CONTROL
 LF1155
 LF1155  NGVD 29 (??/??/92)  284.597  (m)          933.72   (f) ADJ UNCH    2 0
 LF1155
 LF1155.Superseded values are not recommended for survey control.
 LF1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1155.See file dsdata.txt to determine how the superseded data were derived.
 LF1155
 LF1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF618185(NAD 83)
 LF1155_MARKER: DB = BENCH MARK DISK
 LF1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1155_STAMPING: N 133 1948
 LF1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1155+STABILITY: SURFACE MOTION
 LF1155
 LF1155  HISTORY     - Date     Condition        Report By
 LF1155  HISTORY     - 1948     MONUMENTED       CGS
 LF1155
 LF1155                          STATION DESCRIPTION
 LF1155
 LF1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1155'3.8 MI NW FROM PERCIVAL.
 LF1155'0.5 MILE NORTH ALONG A TAR ROAD FROM THE PERCIVAL SCHOOL AT
 LF1155'PERCIVAL, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.25
 LF1155'MILES NORTH ALONG A DIRT ROAD, THENCE 0.5 MILE EAST ALONG A
 LF1155'DIRT ROAD, THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, 90.0 FEET
 LF1155'NORTH OF A 36-INCH MAPLE TREE WHICH IS THE MOST NORTHWESTERLY
 LF1155'ONE OF A GROUP OF TREES IN FRONT OF THE HOME OF ANDREW PATTERSON,
 LF1155'69.3 FEET NORTH OF THE CENTER LINE OF A DRIVE TO THE FARM
 LF1155'BUILDINGS, 53.5 FEET NORTH OF A POWER LINE POLE, 52.1 FEET
 LF1155'SOUTHWEST OF THE SOUTHWEST CORNER OF A RED BARN, 27.0 FEET EAST
 LF1155'OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF A 4 X 4
 LF1155'REFERENCE POST, 1.2 FEET WEST OF A RIGHT-OF-WAY FENCE LINE, SET
 LF1155'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 LF1155'GROUND.  NOTE-- MARK IS LOCATED 0.7 MILE SOUTH OF PAUL 1947
 LF1155'AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1092 ***********************************************************************
 LF1092  DESIGNATION -  N 134
 LF1092  PID         -  LF1092
 LF1092  STATE/COUNTY-  IA/FREMONT
 LF1092  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1092
 LF1092                         *CURRENT SURVEY CONTROL
 LF1092  ___________________________________________________________________
 LF1092* NAD 83(1986)-  40 40 18.     (N)    095 49 31.     (W)     SCALED    
 LF1092* NAVD 88     -       281.780  (meters)     924.47   (feet)  ADJUSTED  
 LF1092  ___________________________________________________________________
 LF1092  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LF1092  DYNAMIC HT  -         281.632 (meters)     923.99  (feet)  COMP
 LF1092  MODELED GRAV-     980,092.8   (mgal)                       NAVD 88
 LF1092
 LF1092  VERT ORDER  -  FIRST     CLASS II
 LF1092
 LF1092.The horizontal coordinates were scaled from a topographic map and have
 LF1092.an estimated accuracy of +/- 6 seconds.
 LF1092
 LF1092.The orthometric height was determined by differential leveling
 LF1092.and adjusted by the National Geodetic Survey in June 1991..
 LF1092
 LF1092.The geoid height was determined by GEOID03.
 LF1092
 LF1092.The dynamic height is computed by dividing the NAVD 88
 LF1092.geopotential number by the normal gravity value computed on the
 LF1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1092.degrees latitude (g = 980.6199 gals.).
 LF1092
 LF1092.The modeled gravity was interpolated from observed gravity values.
 LF1092
 LF1092;                    North         East    Units  Estimated Accuracy
 LF1092;SPC IA S     -    77,220.      303,420.      MT  (+/- 180 meters Scaled)
 LF1092
 LF1092                          SUPERSEDED SURVEY CONTROL
 LF1092
 LF1092  NGVD 29 (??/??/92)  281.675  (m)          924.13   (f) ADJ UNCH    1 2
 LF1092
 LF1092.Superseded values are not recommended for survey control.
 LF1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1092.See file dsdata.txt to determine how the superseded data were derived.
 LF1092
 LF1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF612061(NAD 83)
 LF1092_MARKER: DB = BENCH MARK DISK
 LF1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1092_SP_SET: CONCRETE POST
 LF1092_STAMPING: N 134 1948
 LF1092_MARK LOGO: CGS   
 LF1092_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1092+STABILITY: SURFACE MOTION
 LF1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1092+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1991
 LF1092
 LF1092  HISTORY     - Date     Condition        Report By
 LF1092  HISTORY     - 1948     MONUMENTED       CGS
 LF1092  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF1092  HISTORY     - 1979     GOOD             LOCSUR
 LF1092  HISTORY     - 1984     GOOD             NGS
 LF1092  HISTORY     - 19911024 GOOD             NGS
 LF1092
 LF1092                          STATION DESCRIPTION
 LF1092
 LF1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1092'2.6 MI WSW FROM PAYNE.
 LF1092'1.75 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1092'FROM THE STATION AT PAYNE, THENCE 0.1 MILE SOUTH AND 1.75 MILES
 LF1092'WEST ALONG A DIRT ROAD, 0.6 MILE SOUTHEAST OF THE NORTHEAST END
 LF1092'OF THE NEBRASKA CITY BRIDGE OVER THE MISSOURI RIVER, 104.0 FEET
 LF1092'NORTHEAST OF THE CENTER LINE OF THE NORTHWEST-SOUTHEAST ROAD,
 LF1092'9.0 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD, 1.9 FEET
 LF1092'WEST OF THE SOUTHWEST CORNER OF A CORN CRIB, 0.6 FOOT SOUTH OF A
 LF1092'FENCE, 1.4 FEET EAST OF A 4X4 REFERENCE POST, SET IN THE TOP OF A
 LF1092'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LF1092
 LF1092                          STATION RECOVERY (1964)
 LF1092
 LF1092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF1092'MARK NOT FOUND.
 LF1092
 LF1092                          STATION RECOVERY (1979)
 LF1092
 LF1092'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 LF1092'RECOVERED IN GOOD CONDITION.
 LF1092
 LF1092                          STATION RECOVERY (1984)
 LF1092
 LF1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF1092'ABOUT 2.41 KM (1.5 MI) SOUTHEAST OF NEBRASKA CITY, NEBRASKA, 0.24 KM
 LF1092'(0.15 MI) SOUTHEAST ALONG A GRAVELED ROAD FROM THE NEW STATE HIGHWAY
 LF1092'2 BRIDGE OVER THE MISSOURI RIVER, AT A CORN CRIB, 31.7 M (104.0 FT)
 LF1092'NORTHEAST FROM THE CENTERLINE OF THE ROAD, 7.32 M (24.0 FT) NORTH
 LF1092'FROM THE SOUTHWEST CORNER OF THE CORN CRIB, 3.20 M (10.5 FT) SOUTH
 LF1092'FROM THE NORTHWEST CORNER OF THE CORN CRIB, 0.61 M (2.0 FT) WEST FROM
 LF1092'THE NORTH SIDE OF THE WEST ENTRANCE OF A TRUCK DRIVEWAY THROUGH THE
 LF1092'CORN CRIB. MARK MAY ALSO BE EACHED FROM PAYNE JUNCTION BY GOING
 LF1092'NORTHWEST ALONG A WINDING GRAVELED ROAD FOR 5.64 KM (3.5 MI) TO THE
 LF1092'MARK ON THE RIGHT.
 LF1092
 LF1092                          STATION RECOVERY (1991)
 LF1092
 LF1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1092'4.0 KM (2.50 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LF1092'STATE HIGHWAY 75 IN NEBRASKA CITY, NEBRASKA, THENCE 0.3 KM (0.20 MI)
 LF1092'WESTERLY ALONG A GRAVELED ROAD, THENCE 0.2 KM (0.10 MI) SOUTHEASTERLY
 LF1092'ALONG A GRAVELED ROAD, 22.0 M (72.2 FT) NORTHEAST OF THE ROAD CENTER,
 LF1092'3.3 M (10.8 FT) SOUTH OF THE NORTHWEST CORNER OF A CORN CRIB, 0.6 M
 LF1092'(2.0 FT) WEST OF THE WEST FACE OF THE CRIB, 0.3 M (1.0 FT) ABOVE THE
 LF1092'LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE
 LF1092'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0551 ***********************************************************************
 MJ0551  DESIGNATION -  N 135
 MJ0551  PID         -  MJ0551
 MJ0551  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0551  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0551
 MJ0551                         *CURRENT SURVEY CONTROL
 MJ0551  ___________________________________________________________________
 MJ0551* NAD 83(1986)-  41 18 24.     (N)    095 46 28.     (W)     SCALED    
 MJ0551* NAVD 88     -       311.536  (meters)    1022.10   (feet)  ADJUSTED  
 MJ0551  ___________________________________________________________________
 MJ0551  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 MJ0551  DYNAMIC HT  -         311.406 (meters)    1021.67  (feet)  COMP
 MJ0551  MODELED GRAV-     980,199.0   (mgal)                       NAVD 88
 MJ0551
 MJ0551  VERT ORDER  -  FIRST     CLASS II
 MJ0551
 MJ0551.The horizontal coordinates were scaled from a topographic map and have
 MJ0551.an estimated accuracy of +/- 6 seconds.
 MJ0551
 MJ0551.The orthometric height was determined by differential leveling
 MJ0551.and adjusted by the National Geodetic Survey in June 1991..
 MJ0551
 MJ0551.The geoid height was determined by GEOID03.
 MJ0551
 MJ0551.The dynamic height is computed by dividing the NAVD 88
 MJ0551.geopotential number by the normal gravity value computed on the
 MJ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0551.degrees latitude (g = 980.6199 gals.).
 MJ0551
 MJ0551.The modeled gravity was interpolated from observed gravity values.
 MJ0551
 MJ0551;                    North         East    Units  Estimated Accuracy
 MJ0551;SPC IA S     -   147,590.      309,560.      MT  (+/- 180 meters Scaled)
 MJ0551
 MJ0551                          SUPERSEDED SURVEY CONTROL
 MJ0551
 MJ0551  NGVD 29 (??/??/92)  311.422  (m)         1021.72   (f) ADJ UNCH    1 2
 MJ0551
 MJ0551.Superseded values are not recommended for survey control.
 MJ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0551.See file dsdata.txt to determine how the superseded data were derived.
 MJ0551
 MJ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF677765(NAD 83)
 MJ0551_MARKER: DB = BENCH MARK DISK
 MJ0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0551_SP_SET: BRIDGE ABUTMENT
 MJ0551_STAMPING: N 135 1948
 MJ0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0551
 MJ0551  HISTORY     - Date     Condition        Report By
 MJ0551  HISTORY     - 1948     MONUMENTED       CGS
 MJ0551
 MJ0551                          STATION DESCRIPTION
 MJ0551
 MJ0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0551'2.9 MI SW FROM WESTON.
 MJ0551'2.9 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0551'RAILROAD FROM THE STATION AT WESTON, SET IN THE TOP OF THE SOUTHWEST
 MJ0551'CONCRETE ABUTMENT OF A CONCRETE BALLAST DECK BRIDGE UNDER THE
 MJ0551'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 6.8 FEET
 MJ0551'NORTHWEST OF THE NORTHWEST RAIL, 1.0 FOOT SOUTHEAST OF THE
 MJ0551'NORTHWEST END OF THE ABUTMENT, 1.0 FOOT BELOW THE SURFACE OF THE
 MJ0551'RAILS, 97.7 FEET SOUTH OF BENCH MARK 1021 (U.S.G.S.) WHICH IS
 MJ0551'LOCATED ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD BRIDGE
 MJ0551'NO. 491.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0455 ***********************************************************************
 MK0455  DESIGNATION -  N 136
 MK0455  PID         -  MK0455
 MK0455  STATE/COUNTY-  IA/HARRISON
 MK0455  USGS QUAD   -  MODALE (1970)
 MK0455
 MK0455                         *CURRENT SURVEY CONTROL
 MK0455  ___________________________________________________________________
 MK0455* NAD 83(1986)-  41 31 25.     (N)    096 03 09.     (W)     SCALED    
 MK0455* NAVD 88     -       304.916  (meters)    1000.38   (feet)  ADJUSTED  
 MK0455  ___________________________________________________________________
 MK0455  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 MK0455  DYNAMIC HT  -         304.774 (meters)     999.91  (feet)  COMP
 MK0455  MODELED GRAV-     980,150.8   (mgal)                       NAVD 88
 MK0455
 MK0455  VERT ORDER  -  SECOND    CLASS 0
 MK0455
 MK0455.The horizontal coordinates were scaled from a topographic map and have
 MK0455.an estimated accuracy of +/- 6 seconds.
 MK0455
 MK0455.The orthometric height was determined by differential leveling
 MK0455.and adjusted by the National Geodetic Survey in June 1991..
 MK0455
 MK0455.The geoid height was determined by GEOID03.
 MK0455
 MK0455.The dynamic height is computed by dividing the NAVD 88
 MK0455.geopotential number by the normal gravity value computed on the
 MK0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0455.degrees latitude (g = 980.6199 gals.).
 MK0455
 MK0455.The modeled gravity was interpolated from observed gravity values.
 MK0455
 MK0455;                    North         East    Units  Estimated Accuracy
 MK0455;SPC IA S     -   172,320.      286,990.      MT  (+/- 180 meters Scaled)
 MK0455
 MK0455                          SUPERSEDED SURVEY CONTROL
 MK0455
 MK0455  NGVD 29 (??/??/92)  304.772  (m)          999.91   (f) ADJ UNCH    2 0
 MK0455
 MK0455.Superseded values are not recommended for survey control.
 MK0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0455.See file dsdata.txt to determine how the superseded data were derived.
 MK0455
 MK0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM459010(NAD 83)
 MK0455_MARKER: DB = BENCH MARK DISK
 MK0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0455_STAMPING: N 136 1948
 MK0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0455+STABILITY: SURFACE MOTION
 MK0455
 MK0455  HISTORY     - Date     Condition        Report By
 MK0455  HISTORY     - 1948     MONUMENTED       CGS
 MK0455  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0455
 MK0455                          STATION DESCRIPTION
 MK0455
 MK0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0455'5.8 MI SW FROM CALIFORNIA JUNCTION.
 MK0455'0.5 MILE SOUTH ALONG STATE HIGHWAY 300 FROM THE CHICAGO AND
 MK0455'NORTH WESTERN RAILROAD STATION AT CALIFORNIA JUNCTION, THENCE 3.1
 MK0455'MILES WEST ALONG U.S. HIGHWAY 30, THENCE 1.0 MILE SOUTH ALONG A
 MK0455'DIRT ROAD, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.9
 MK0455'MILE SOUTH ALONG A DIRT ROAD, 350.0 FEET NORTHEAST OF A CURVE
 MK0455'IN THE ROAD, 39.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 MK0455'24.7 FEET WEST OF A 32 INCH TRIANGULAR BLAZED COTTONWOOD TREE,
 MK0455'4.0 FEET SOUTH OF A TRIANGULAR BLAZED 28 INCH COTTONWOOD TREE,
 MK0455'4.4 FEET NORTHEAST OF A 28 INCH TRIANGULAR BLAZED COTTONWOOD TREE,
 MK0455'2.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK0455'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- NEW LEVEE
 MK0455'IN THIS AREA MAY HAVE BEEN DESTROYED
 MK0455
 MK0455                          STATION RECOVERY (1970)
 MK0455
 MK0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0456 ***********************************************************************
 MK0456  DESIGNATION -  N 137
 MK0456  PID         -  MK0456
 MK0456  STATE/COUNTY-  IA/HARRISON
 MK0456  USGS QUAD   -  MODALE (1970)
 MK0456
 MK0456                         *CURRENT SURVEY CONTROL
 MK0456  ___________________________________________________________________
 MK0456* NAD 83(1986)-  41 33 05.     (N)    096 02 05.     (W)     SCALED    
 MK0456* NAVD 88     -       306.856  (meters)    1006.74   (feet)  ADJUSTED  
 MK0456  ___________________________________________________________________
 MK0456  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 MK0456  DYNAMIC HT  -         306.716 (meters)    1006.28  (feet)  COMP
 MK0456  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 MK0456
 MK0456  VERT ORDER  -  SECOND    CLASS 0
 MK0456
 MK0456.The horizontal coordinates were scaled from a topographic map and have
 MK0456.an estimated accuracy of +/- 6 seconds.
 MK0456
 MK0456.The orthometric height was determined by differential leveling
 MK0456.and adjusted by the National Geodetic Survey in June 1991..
 MK0456
 MK0456.The geoid height was determined by GEOID03.
 MK0456
 MK0456.The dynamic height is computed by dividing the NAVD 88
 MK0456.geopotential number by the normal gravity value computed on the
 MK0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0456.degrees latitude (g = 980.6199 gals.).
 MK0456
 MK0456.The modeled gravity was interpolated from observed gravity values.
 MK0456
 MK0456;                    North         East    Units  Estimated Accuracy
 MK0456;SPC IA S     -   175,360.      288,570.      MT  (+/- 180 meters Scaled)
 MK0456
 MK0456                          SUPERSEDED SURVEY CONTROL
 MK0456
 MK0456  NGVD 29 (??/??/92)  306.714  (m)         1006.28   (f) ADJ UNCH    2 0
 MK0456
 MK0456.Superseded values are not recommended for survey control.
 MK0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0456.See file dsdata.txt to determine how the superseded data were derived.
 MK0456
 MK0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM473042(NAD 83)
 MK0456_MARKER: DB = BENCH MARK DISK
 MK0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0456_STAMPING: N 137 1948
 MK0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0456+STABILITY: SURFACE MOTION
 MK0456
 MK0456  HISTORY     - Date     Condition        Report By
 MK0456  HISTORY     - 1948     MONUMENTED       CGS
 MK0456
 MK0456                          STATION DESCRIPTION
 MK0456
 MK0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0456'2.5 MI SW FROM CALIFORNIA JUNCTION.
 MK0456'0.5 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE CHICAGO AND
 MK0456'NORTH WESTERN RAILWAY STATION AT CALIFORNIA, THENCE 2.0 MILES
 MK0456'WEST ALONG U.S. HIGHWAY NO. 30, AT A FARMHOUSE, 225.0 FEET WEST
 MK0456'OF THE CENTER LINE OF A CROSS ROAD, 57.0 FEET EAST-SOUTHEAST OF
 MK0456'THE SOUTHEAST CORNER OF THE HOUSE, 33.8 FEET NORTH OF THE CENTER
 MK0456'LINE OF THE HIGHWAY, 3.8 FEET EAST OF A 3-WAY CORNER FENCE POST,
 MK0456'1.2 FEET SOUTH OF A FENCE, 1.7 FEET WEST OF A REFERENCE POST,
 MK0456'SET IN TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0730 ***********************************************************************
 MJ0730  DESIGNATION -  N 138
 MJ0730  PID         -  MJ0730
 MJ0730  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0730  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0730
 MJ0730                         *CURRENT SURVEY CONTROL
 MJ0730  ___________________________________________________________________
 MJ0730* NAD 83(1986)-  41 22 27.     (N)    095 54 37.     (W)     SCALED    
 MJ0730* NAVD 88     -       301.400  (meters)     988.84   (feet)  ADJUSTED  
 MJ0730  ___________________________________________________________________
 MJ0730  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 MJ0730  DYNAMIC HT  -         301.268 (meters)     988.41  (feet)  COMP
 MJ0730  MODELED GRAV-     980,176.8   (mgal)                       NAVD 88
 MJ0730
 MJ0730  VERT ORDER  -  SECOND    CLASS 0
 MJ0730
 MJ0730.The horizontal coordinates were scaled from a topographic map and have
 MJ0730.an estimated accuracy of +/- 6 seconds.
 MJ0730
 MJ0730.The orthometric height was determined by differential leveling
 MJ0730.and adjusted by the National Geodetic Survey in June 1991..
 MJ0730
 MJ0730.The geoid height was determined by GEOID03.
 MJ0730
 MJ0730.The dynamic height is computed by dividing the NAVD 88
 MJ0730.geopotential number by the normal gravity value computed on the
 MJ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0730.degrees latitude (g = 980.6199 gals.).
 MJ0730
 MJ0730.The modeled gravity was interpolated from observed gravity values.
 MJ0730
 MJ0730;                    North         East    Units  Estimated Accuracy
 MJ0730;SPC IA S     -   155,390.      298,400.      MT  (+/- 180 meters Scaled)
 MJ0730
 MJ0730                          SUPERSEDED SURVEY CONTROL
 MJ0730
 MJ0730  NGVD 29 (??/??/92)  301.274  (m)          988.43   (f) ADJ UNCH    2 0
 MJ0730
 MJ0730.Superseded values are not recommended for survey control.
 MJ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0730.See file dsdata.txt to determine how the superseded data were derived.
 MJ0730
 MJ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF566843(NAD 83)
 MJ0730_MARKER: DB = BENCH MARK DISK
 MJ0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0730_STAMPING: N 138 1948
 MJ0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0730+STABILITY: SURFACE MOTION
 MJ0730
 MJ0730  HISTORY     - Date     Condition        Report By
 MJ0730  HISTORY     - 1948     MONUMENTED       CGS
 MJ0730  HISTORY     - 1973     POOR             NGS
 MJ0730
 MJ0730                          STATION DESCRIPTION
 MJ0730
 MJ0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0730'4.8 MI NW FROM CRESCENT.
 MJ0730'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0730'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.6
 MJ0730'MILES NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 MJ0730'DIRT ROAD, THENCE 0.9 MILE SOUTHEAST ALONG A DIKE ROAD, AT AN
 MJ0730'OLD FARMHOUSE SITE, AT A SLIGHT S CURVE IN THE ROAD, 31.0 FEET
 MJ0730'NORTHEAST OF A POINT ON THE PROJECTED CENTER LINE OF THE
 MJ0730'NORTHWEST-SOUTHEAST ROAD, 17.0 FEET SOUTHEAST OF THE
 MJ0730'NORTHEAST-SOUTHWEST ROAD, 12.3 FEET SOUTHWEST OF A LARGE ELM TREE,
 MJ0730'1.5 FEET WEST OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 MJ0730'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MJ0730
 MJ0730                          STATION RECOVERY (1973)
 MJ0730
 MJ0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MJ0730'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0628 ***********************************************************************
 MJ0628  DESIGNATION -  N 139
 MJ0628  PID         -  MJ0628
 MJ0628  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0628  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0628
 MJ0628                         *CURRENT SURVEY CONTROL
 MJ0628  ___________________________________________________________________
 MJ0628* NAD 83(1986)-  41 21 23.     (N)    095 52 45.     (W)     SCALED    
 MJ0628* NAVD 88     -       303.305  (meters)     995.09   (feet)  ADJUSTED  
 MJ0628  ___________________________________________________________________
 MJ0628  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 MJ0628  DYNAMIC HT  -         303.175 (meters)     994.67  (feet)  COMP
 MJ0628  MODELED GRAV-     980,185.4   (mgal)                       NAVD 88
 MJ0628
 MJ0628  VERT ORDER  -  FIRST     CLASS II
 MJ0628
 MJ0628.The horizontal coordinates were scaled from a topographic map and have
 MJ0628.an estimated accuracy of +/- 6 seconds.
 MJ0628
 MJ0628.The orthometric height was determined by differential leveling
 MJ0628.and adjusted by the National Geodetic Survey in June 1991..
 MJ0628
 MJ0628.The geoid height was determined by GEOID03.
 MJ0628
 MJ0628.The dynamic height is computed by dividing the NAVD 88
 MJ0628.geopotential number by the normal gravity value computed on the
 MJ0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0628.degrees latitude (g = 980.6199 gals.).
 MJ0628
 MJ0628.The modeled gravity was interpolated from observed gravity values.
 MJ0628
 MJ0628;                    North         East    Units  Estimated Accuracy
 MJ0628;SPC IA S     -   153,350.      300,950.      MT  (+/- 180 meters Scaled)
 MJ0628
 MJ0628                          SUPERSEDED SURVEY CONTROL
 MJ0628
 MJ0628  NGVD 29 (??/??/92)  303.178  (m)          994.68   (f) ADJ UNCH    1 2
 MJ0628
 MJ0628.Superseded values are not recommended for survey control.
 MJ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0628.See file dsdata.txt to determine how the superseded data were derived.
 MJ0628
 MJ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF591823(NAD 83)
 MJ0628_MARKER: DB = BENCH MARK DISK
 MJ0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0628_STAMPING: N 139 1948
 MJ0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0628+STABILITY: SURFACE MOTION
 MJ0628
 MJ0628  HISTORY     - Date     Condition        Report By
 MJ0628  HISTORY     - 1948     MONUMENTED       CGS
 MJ0628  HISTORY     - 19890802 MARK NOT FOUND   NGS
 MJ0628
 MJ0628                          STATION DESCRIPTION
 MJ0628
 MJ0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0628'AT CRESCENT.
 MJ0628'AT CRESCENT, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, AT A
 MJ0628'ROAD CROSSING, 111.7 FEET NORTHEAST OF THE CRESCENT STATION SIGN
 MJ0628'POST, 65.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 53.0
 MJ0628'FEET NORTHWEST OF THE WEST CORNER OF A BUILDING BELONGING TO
 MJ0628'THE RAILROAD COMPANY, 19.6 FEET SOUTHEAST OF THE SOUTHEAST
 MJ0628'RAIL OF THE SOUTHEAST TRACK, 1.5 FEET SOUTHWEST OF A REFERENCE
 MJ0628'POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MJ0628'THE GROUND.
 MJ0628
 MJ0628                          STATION RECOVERY (1989)
 MJ0628
 MJ0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0027 ***********************************************************************
 NM0027  DESIGNATION -  N 14
 NM0027  PID         -  NM0027
 NM0027  STATE/COUNTY-  IA/PLYMOUTH
 NM0027  USGS QUAD   -  UNION CENTER SE (1985)
 NM0027
 NM0027                         *CURRENT SURVEY CONTROL
 NM0027  ___________________________________________________________________
 NM0027* NAD 83(1986)-  42 33 38.     (N)    096 00 41.     (W)     SCALED    
 NM0027* NAVD 88     -       366.658  (meters)    1202.94   (feet)  ADJUSTED  
 NM0027  ___________________________________________________________________
 NM0027  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 NM0027  DYNAMIC HT  -         366.536 (meters)    1202.54  (feet)  COMP
 NM0027  MODELED GRAV-     980,278.0   (mgal)                       NAVD 88
 NM0027
 NM0027  VERT ORDER  -  FIRST     CLASS II
 NM0027
 NM0027.The horizontal coordinates were scaled from a topographic map and have
 NM0027.an estimated accuracy of +/- 6 seconds.
 NM0027
 NM0027.The orthometric height was determined by differential leveling
 NM0027.and adjusted by the National Geodetic Survey in June 1991..
 NM0027
 NM0027.The geoid height was determined by GEOID03.
 NM0027
 NM0027.The dynamic height is computed by dividing the NAVD 88
 NM0027.geopotential number by the normal gravity value computed on the
 NM0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0027.degrees latitude (g = 980.6199 gals.).
 NM0027
 NM0027.The modeled gravity was interpolated from observed gravity values.
 NM0027
 NM0027;                    North         East    Units  Estimated Accuracy
 NM0027;SPC IA N     - 1,120,870.    1,293,810.      MT  (+/- 180 meters Scaled)
 NM0027
 NM0027                          SUPERSEDED SURVEY CONTROL
 NM0027
 NM0027  NGVD 29 (??/??/92)  366.50   (m)         1202.4    (f) COMPUTED    1 2
 NM0027
 NM0027.Superseded values are not recommended for survey control.
 NM0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0027.See file dsdata.txt to determine how the superseded data were derived.
 NM0027
 NM0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN453163(NAD 83)
 NM0027_MARKER: DB = BENCH MARK DISK
 NM0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0027_SP_SET: CULVERT
 NM0027_STAMPING: 1202.435 N 14 1933
 NM0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0027
 NM0027  HISTORY     - Date     Condition        Report By
 NM0027  HISTORY     - 1933     MONUMENTED       CGS
 NM0027  HISTORY     - 1966     GOOD             NGS
 NM0027  HISTORY     - 1980     GOOD             LOCSUR
 NM0027
 NM0027                          STATION DESCRIPTION
 NM0027
 NM0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NM0027'3.2 MI SW FROM KINGSLEY.
 NM0027'TO REACH FROM THE POST OFFICE IN KINSLEY, GO WEST 100 FEET TO
 NM0027'MAIN STREET AND STATE HIGHWAY 140, SOUTH, TURN LEFT ON MAIN
 NM0027'STREET AND HIGHWAY 140 AND GO SOUTHWEST FOR 3.2 MILES TO A
 NM0027'CULVERT 1666 ON THE RIGHT.  THE DISK IS IN THE SOUTHWEST END OF
 NM0027'THE SOUTHEAST HEADWALL, 1 FOOT NORTHEAST OF THE SOUTHWEST END
 NM0027'OF THE HEADWALL, 2.2 FEET NORTH OF A STEEL WITNESS POST AND
 NM0027'SIGN, 71.6 FEET NORTH-NORTHWEST OF A POWER POLE AND 106 FEET
 NM0027'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 140.
 NM0027
 NM0027                          STATION RECOVERY (1980)
 NM0027
 NM0027'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NM0027'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0556 ***********************************************************************
 NM0556  DESIGNATION -  N 140
 NM0556  PID         -  NM0556
 NM0556  STATE/COUNTY-  IA/MONONA
 NM0556  USGS QUAD   -  ONAWA SW (1969)
 NM0556
 NM0556                         *CURRENT SURVEY CONTROL
 NM0556  ___________________________________________________________________
 NM0556* NAD 83(1986)-  42 00 03.     (N)    096 13 55.     (W)     SCALED    
 NM0556* NAVD 88     -       318.664  (meters)    1045.48   (feet)  ADJUSTED  
 NM0556  ___________________________________________________________________
 NM0556  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 NM0556  DYNAMIC HT  -         318.550 (meters)    1045.11  (feet)  COMP
 NM0556  MODELED GRAV-     980,254.3   (mgal)                       NAVD 88
 NM0556
 NM0556  VERT ORDER  -  SECOND    CLASS 0
 NM0556
 NM0556.The horizontal coordinates were scaled from a topographic map and have
 NM0556.an estimated accuracy of +/- 6 seconds.
 NM0556
 NM0556.The orthometric height was determined by differential leveling
 NM0556.and adjusted by the National Geodetic Survey in June 1991..
 NM0556
 NM0556.The geoid height was determined by GEOID03.
 NM0556
 NM0556.The dynamic height is computed by dividing the NAVD 88
 NM0556.geopotential number by the normal gravity value computed on the
 NM0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0556.degrees latitude (g = 980.6199 gals.).
 NM0556
 NM0556.The modeled gravity was interpolated from observed gravity values.
 NM0556
 NM0556;                    North         East    Units  Estimated Accuracy
 NM0556;SPC IA N     - 1,059,290.    1,273,700.      MT  (+/- 180 meters Scaled)
 NM0556
 NM0556                          SUPERSEDED SURVEY CONTROL
 NM0556
 NM0556  NGVD 29 (??/??/92)  318.520  (m)         1045.01   (f) ADJ UNCH    2 0
 NM0556
 NM0556.Superseded values are not recommended for survey control.
 NM0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0556.See file dsdata.txt to determine how the superseded data were derived.
 NM0556
 NM0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM292535(NAD 83)
 NM0556_MARKER: DB = BENCH MARK DISK
 NM0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0556_STAMPING: N 140 1948
 NM0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0556+STABILITY: SURFACE MOTION
 NM0556
 NM0556  HISTORY     - Date     Condition        Report By
 NM0556  HISTORY     - 1948     MONUMENTED       CGS
 NM0556
 NM0556                          STATION DESCRIPTION
 NM0556
 NM0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0556'8.9 MI W FROM ONAWA.
 NM0556'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0556'AT ONAWA, THENCE 2.8 MILES WEST ALONG COUNTY ROAD H, THENCE 1.1
 NM0556'MILES SOUTH ALONG COUNTY ROAD H, THENCE 0.4 MILE WEST ALONG
 NM0556'COUNTY ROAD H, THENCE 1.1 MILES SOUTH ALONG THE OLD FERRY ROAD, AT
 NM0556'THE MISSOURI RIVER, AT THE END OF THE PIPE LINE ROAD, 3.2 FEET
 NM0556'SOUTHEAST OF THE EAST END OF THE SOCONY-VACUUM OIL CO. SIGN
 NM0556'BOARD, 13.0 FEET NORTHWEST OF THE APPROXIMATE CENTER LINE OF THE
 NM0556'PIPE LINE CLEARING LEADING NORTHEAST THROUGH THE BRUSH, 2.0 FEET
 NM0556'SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NM0556'PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0306 ***********************************************************************
 NM0306  DESIGNATION -  N 141
 NM0306  PID         -  NM0306
 NM0306  STATE/COUNTY-  IA/MONONA
 NM0306  USGS QUAD   -  ONAWA SW (1969)
 NM0306
 NM0306                         *CURRENT SURVEY CONTROL
 NM0306  ___________________________________________________________________
 NM0306* NAD 83(1986)-  42 05 55.     (N)    096 11 41.     (W)     SCALED    
 NM0306* NAVD 88     -       322.541  (meters)    1058.20   (feet)  ADJUSTED  
 NM0306  ___________________________________________________________________
 NM0306  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 NM0306  DYNAMIC HT  -         322.428 (meters)    1057.83  (feet)  COMP
 NM0306  MODELED GRAV-     980,263.5   (mgal)                       NAVD 88
 NM0306
 NM0306  VERT ORDER  -  SECOND    CLASS 0
 NM0306
 NM0306.The horizontal coordinates were scaled from a topographic map and have
 NM0306.an estimated accuracy of +/- 6 seconds.
 NM0306
 NM0306.The orthometric height was determined by differential leveling
 NM0306.and adjusted by the National Geodetic Survey in June 1991..
 NM0306
 NM0306.The geoid height was determined by GEOID03.
 NM0306
 NM0306.The dynamic height is computed by dividing the NAVD 88
 NM0306.geopotential number by the normal gravity value computed on the
 NM0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0306.degrees latitude (g = 980.6199 gals.).
 NM0306
 NM0306.The modeled gravity was interpolated from observed gravity values.
 NM0306
 NM0306;                    North         East    Units  Estimated Accuracy
 NM0306;SPC IA N     - 1,070,040.    1,277,120.      MT  (+/- 180 meters Scaled)
 NM0306
 NM0306                          SUPERSEDED SURVEY CONTROL
 NM0306
 NM0306  NGVD 29 (??/??/92)  322.402  (m)         1057.75   (f) ADJ UNCH    2 0
 NM0306
 NM0306.Superseded values are not recommended for survey control.
 NM0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0306.See file dsdata.txt to determine how the superseded data were derived.
 NM0306
 NM0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM319645(NAD 83)
 NM0306_MARKER: DB = BENCH MARK DISK
 NM0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0306_STAMPING: N 141 1948
 NM0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0306+STABILITY: SURFACE MOTION
 NM0306
 NM0306  HISTORY     - Date     Condition        Report By
 NM0306  HISTORY     - 1948     MONUMENTED       CGS
 NM0306  HISTORY     - 1977     GOOD             NGS
 NM0306
 NM0306                          STATION DESCRIPTION
 NM0306
 NM0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0306'5.7 MI SW FROM WHITING.
 NM0306'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0306'FROM THE STATION AT WHITING, THENCE 3.3 MILES WEST ALONG A DIRT
 NM0306'ROAD, IN THE SOUTHWEST QUARTER OF A CROSS ROADS, IN LINE WITH A
 NM0306'ROW OF ELM TREES, 39.0 FEET WEST OF THE CENTER LINE OF THE
 NM0306'NORTH-SOUTH ROAD, 38.0 FEET SOUTH OF THE CENTER LINE OF THE
 NM0306'EAST-WEST ROAD, 8.2 FEET SOUTHWEST OF A TELEPHONE POLE, 3.2 FEET
 NM0306'NORTHWEST OF A CORNER FENCE POST, 1.7 FEET NORTH OF A FENCE, 1.4
 NM0306'FEET EAST OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 NM0306'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0306
 NM0306                          STATION RECOVERY (1977)
 NM0306
 NM0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NM0306'RECOVERED IN A 3 FT DIAMETER MOUND PROJECTING ABOUT 3 FT DUE TO ROAD.
 NM0306'WORK AND FARMING IN THIS AREA. N 141 RESET 1977 WAS SET THIS DATE THE
 NM0306'MONONA COUNTY SURVEY CREW WILL RECLAIM THIS DISK AT A LATER DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3901 ***********************************************************************
 AA3901  DESIGNATION -  N 141 RESET
 AA3901  PID         -  AA3901
 AA3901  STATE/COUNTY-  IA/MONONA
 AA3901  USGS QUAD   -  ONAWA SW (1969)
 AA3901
 AA3901                         *CURRENT SURVEY CONTROL
 AA3901  ___________________________________________________________________
 AA3901* NAD 83(1986)-  42 05 55.     (N)    096 11 41.     (W)     SCALED    
 AA3901* NAVD 88     -       322.53   (+/-2cm)    1058.2    (feet)  VERTCON   
 AA3901  ___________________________________________________________________
 AA3901  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AA3901
 AA3901  VERT ORDER  -  THIRD (See Below)
 AA3901
 AA3901.The horizontal coordinates were scaled from a topographic map and have
 AA3901.an estimated accuracy of +/- 6 seconds.
 AA3901
 AA3901.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3901.The vertical order pertains to the NGVD 29 superseded value.
 AA3901
 AA3901.The geoid height was determined by GEOID03.
 AA3901
 AA3901;                    North         East    Units  Estimated Accuracy
 AA3901;SPC IA N     - 1,070,040.    1,277,120.      MT  (+/- 180 meters Scaled)
 AA3901
 AA3901                          SUPERSEDED SURVEY CONTROL
 AA3901
 AA3901  NGVD 29 (05/12/04)  322.39   (m)         1057.7    (f) RESET       3  
 AA3901
 AA3901.Superseded values are not recommended for survey control.
 AA3901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3901.See file dsdata.txt to determine how the superseded data were derived.
 AA3901
 AA3901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM319645(NAD 83)
 AA3901_MARKER: DV = VERTICAL CONTROL DISK
 AA3901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3901_STAMPING: N 141 RESET 1977
 AA3901_MARK LOGO: NGS   
 AA3901_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3901+STABILITY: SURFACE MOTION
 AA3901
 AA3901  HISTORY     - Date     Condition        Report By
 AA3901  HISTORY     - 1977     MONUMENTED       NGS
 AA3901
 AA3901                          STATION DESCRIPTION
 AA3901
 AA3901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AA3901'2.4 MILES (3.9 KM) SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 AA3901'RAILWAY FROM THE STATION IN WHITING, THENCE 3.3 MILES (5.3 KM) WEST
 AA3901'ALONG A DIRT ROAD, IN THE SOUTHWEST QUARTER OF A CROSS ROADS, IN LINE
 AA3901'WITH A ROW OF ELM TREES, 2.5 FEET (0.8 M) EAST OF A TELEPHONE POLE, 2
 AA3901'FEET (0.6 M) WEST OF A WITNESS POST, 33 FEET (10.1 M) NORTH OF THE
 AA3901'CENTERLINE OF GRADED ROAD BEARING WEST, 166 FEET (50.6 M) WEST OF
 AA3901'CENTERLINE OF SURFACED ROAD K 42.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0240 ***********************************************************************
 NM0240  DESIGNATION -  N 142
 NM0240  PID         -  NM0240
 NM0240  STATE/COUNTY-  IA/WOODBURY
 NM0240  USGS QUAD   -  SALIX (1976)
 NM0240
 NM0240                         *CURRENT SURVEY CONTROL
 NM0240  ___________________________________________________________________
 NM0240* NAD 83(1986)-  42 19 47.     (N)    096 20 02.     (W)     SCALED    
 NM0240* NAVD 88     -       330.799  (meters)    1085.30   (feet)  ADJUSTED  
 NM0240  ___________________________________________________________________
 NM0240  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 NM0240  DYNAMIC HT  -         330.693 (meters)    1084.95  (feet)  COMP
 NM0240  MODELED GRAV-     980,292.0   (mgal)                       NAVD 88
 NM0240
 NM0240  VERT ORDER  -  SECOND    CLASS 0
 NM0240
 NM0240.The horizontal coordinates were scaled from a topographic map and have
 NM0240.an estimated accuracy of +/- 6 seconds.
 NM0240
 NM0240.The orthometric height was determined by differential leveling
 NM0240.and adjusted by the National Geodetic Survey in June 1991..
 NM0240
 NM0240.The geoid height was determined by GEOID03.
 NM0240
 NM0240.The dynamic height is computed by dividing the NAVD 88
 NM0240.geopotential number by the normal gravity value computed on the
 NM0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0240.degrees latitude (g = 980.6199 gals.).
 NM0240
 NM0240.The modeled gravity was interpolated from observed gravity values.
 NM0240
 NM0240;                    North         East    Units  Estimated Accuracy
 NM0240;SPC IA N     - 1,096,080.    1,266,480.      MT  (+/- 180 meters Scaled)
 NM0240
 NM0240                          SUPERSEDED SURVEY CONTROL
 NM0240
 NM0240  NGVD 29 (??/??/92)  330.644  (m)         1084.79   (f) ADJ UNCH    2 0
 NM0240
 NM0240.Superseded values are not recommended for survey control.
 NM0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0240.See file dsdata.txt to determine how the superseded data were derived.
 NM0240
 NM0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM196898(NAD 83)
 NM0240_MARKER: DB = BENCH MARK DISK
 NM0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0240_STAMPING: N 142 1948
 NM0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0240+STABILITY: SURFACE MOTION
 NM0240
 NM0240  HISTORY     - Date     Condition        Report By
 NM0240  HISTORY     - 1948     MONUMENTED       CGS
 NM0240
 NM0240                          STATION DESCRIPTION
 NM0240
 NM0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0240'7.2 MI S FROM SERGEANT BLUFF.
 NM0240'2.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0240'FROM THE STATION AT SERGEANT BLUFF, THENCE 1.1 MILES WEST ALONG A
 NM0240'GRAVEL ROAD, THENCE 2.4 MILES SOUTH ALONG A GRAVEL ROAD, THENCE
 NM0240'0.8 MILE EAST ALONG A GRAVEL ROAD, ABOUT 0.15 MILE EAST OF AN
 NM0240'UNDERGROUND FARMHOUSE, 33.0 FEET SOUTH OF THE CENTER LINE OF THE
 NM0240'ROAD, 7.2 FEET WEST OF A 3-WAY CORNER FENCE POST, 17.3 FEET SOUTHWEST
 NM0240'OF A TELEPHONE POLE, 1.5 FEET NORTH OF A FENCE, 1.6 FEET EAST OF A
 NM0240'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 NM0240'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0046 ***********************************************************************
 MK0046  DESIGNATION -  N 143
 MK0046  PID         -  MK0046
 MK0046  STATE/COUNTY-  IA/HARRISON
 MK0046  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0046
 MK0046                         *CURRENT SURVEY CONTROL
 MK0046  ___________________________________________________________________
 MK0046* NAD 83(1986)-  41 47 27.     (N)    096 03 11.     (W)     SCALED    
 MK0046* NAVD 88     -       314.993  (meters)    1033.44   (feet)  ADJUSTED  
 MK0046  ___________________________________________________________________
 MK0046  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 MK0046  DYNAMIC HT  -         314.866 (meters)    1033.02  (feet)  COMP
 MK0046  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 MK0046
 MK0046  VERT ORDER  -  FIRST     CLASS II
 MK0046
 MK0046.The horizontal coordinates were scaled from a topographic map and have
 MK0046.an estimated accuracy of +/- 6 seconds.
 MK0046
 MK0046.The orthometric height was determined by differential leveling
 MK0046.and adjusted by the National Geodetic Survey in June 1991..
 MK0046
 MK0046.The geoid height was determined by GEOID03.
 MK0046
 MK0046.The dynamic height is computed by dividing the NAVD 88
 MK0046.geopotential number by the normal gravity value computed on the
 MK0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0046.degrees latitude (g = 980.6199 gals.).
 MK0046
 MK0046.The modeled gravity was interpolated from observed gravity values.
 MK0046
 MK0046;                    North         East    Units  Estimated Accuracy
 MK0046;SPC IA S     -   201,990.      287,820.      MT  (+/- 180 meters Scaled)
 MK0046
 MK0046                          SUPERSEDED SURVEY CONTROL
 MK0046
 MK0046  NGVD 29 (??/??/92)  314.845  (m)         1032.95   (f) ADJ UNCH    1 2
 MK0046
 MK0046.Superseded values are not recommended for survey control.
 MK0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0046.See file dsdata.txt to determine how the superseded data were derived.
 MK0046
 MK0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM448307(NAD 83)
 MK0046_MARKER: DB = BENCH MARK DISK
 MK0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0046_SP_SET: CONCRETE POST
 MK0046_STAMPING: N 143 1948
 MK0046_MARK LOGO: CGS   
 MK0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0046+STABILITY: SURFACE MOTION
 MK0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0046+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1989
 MK0046
 MK0046  HISTORY     - Date     Condition        Report By
 MK0046  HISTORY     - 1948     MONUMENTED       CGS
 MK0046  HISTORY     - 1974     GOOD             LOCSUR
 MK0046  HISTORY     - 19890824 GOOD             NGS
 MK0046
 MK0046                          STATION DESCRIPTION
 MK0046
 MK0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0046'1.5 MI SE FROM RIVER SIOUX.
 MK0046'1.0 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0046'FROM THE STATION AT RIVER SIOUX, THENCE 0.5 MILE WEST ALONG A
 MK0046'DIRT ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING
 MK0046'EAST AND NORTH, 28.0 FEET EAST OF A POINT ON THE PROJECTED
 MK0046'CENTER LINE OF THE NORTH TANGENT, 25.0 FEET SOUTH OF THE
 MK0046'CENTER LINE OF THE EAST TANGENT, 17.0 FEET SOUTH OF THE CENTER
 MK0046'LINE OF A PRIVATE ROAD, 2.6 FEET WEST OF A TELEPHONE POLE,
 MK0046'1.4 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MK0046'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MK0046
 MK0046                          STATION RECOVERY (1974)
 MK0046
 MK0046'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0046'RECOVERED IN GOOD CONDITION.
 MK0046
 MK0046                          STATION RECOVERY (1989)
 MK0046
 MK0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0046'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.3 KM
 MK0046'(0.80 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 301 FROM ITS JUNCTION WITH
 MK0046'THE CHICAGO AND NORTHWESTERN RAILROAD IN LITTLE SIOUX, THENCE 1.4 KM
 MK0046'(0.85 MI) SOUTHERLY ALONG A GRAVELED ROAD, 26.7 M (87.6 FT) WEST OF
 MK0046'THE EXTENDED CENTER OF THE ROAD, 5.2 M (17.1 FT) SOUTH OF THE CENTER
 MK0046'OF A DRIVEWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, LEVEL WITH THE
 MK0046'DRIVEWAY, AND IN A CONCRETE MONUMNENT THAT PROJECTS 0.1 M (0.3 FT)
 MK0046'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0310 ***********************************************************************
 MK0310  DESIGNATION -  N 144
 MK0310  PID         -  MK0310
 MK0310  STATE/COUNTY-  IA/MONONA
 MK0310  USGS QUAD   -  TEKAMAH NW (1970)
 MK0310
 MK0310                         *CURRENT SURVEY CONTROL
 MK0310  ___________________________________________________________________
 MK0310* NAD 83(1986)-  41 53 42.     (N)    096 09 00.     (W)     SCALED    
 MK0310* NAVD 88     -       317.189  (meters)    1040.64   (feet)  ADJUSTED  
 MK0310  ___________________________________________________________________
 MK0310  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 MK0310  DYNAMIC HT  -         317.070 (meters)    1040.25  (feet)  COMP
 MK0310  MODELED GRAV-     980,239.2   (mgal)                       NAVD 88
 MK0310
 MK0310  VERT ORDER  -  SECOND    CLASS 0
 MK0310
 MK0310.The horizontal coordinates were scaled from a topographic map and have
 MK0310.an estimated accuracy of +/- 6 seconds.
 MK0310
 MK0310.The orthometric height was determined by differential leveling
 MK0310.and adjusted by the National Geodetic Survey in June 1991..
 MK0310
 MK0310.The geoid height was determined by GEOID03.
 MK0310
 MK0310.The dynamic height is computed by dividing the NAVD 88
 MK0310.geopotential number by the normal gravity value computed on the
 MK0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0310.degrees latitude (g = 980.6199 gals.).
 MK0310
 MK0310.The modeled gravity was interpolated from observed gravity values.
 MK0310
 MK0310;                    North         East    Units  Estimated Accuracy
 MK0310;SPC IA N     - 1,047,320.    1,280,110.      MT  (+/- 180 meters Scaled)
 MK0310
 MK0310                          SUPERSEDED SURVEY CONTROL
 MK0310
 MK0310  NGVD 29 (??/??/92)  317.045  (m)         1040.17   (f) ADJ UNCH    2 0
 MK0310
 MK0310.Superseded values are not recommended for survey control.
 MK0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0310.See file dsdata.txt to determine how the superseded data were derived.
 MK0310
 MK0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM364420(NAD 83)
 MK0310_MARKER: DB = BENCH MARK DISK
 MK0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0310_STAMPING: N 144 1948
 MK0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0310+STABILITY: SURFACE MOTION
 MK0310
 MK0310  HISTORY     - Date     Condition        Report By
 MK0310  HISTORY     - 1948     MONUMENTED       CGS
 MK0310  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0310
 MK0310                          STATION DESCRIPTION
 MK0310
 MK0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0310'5.5 MI SW FROM BLENCOE.
 MK0310'0.5 MILE SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF
 MK0310'NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.0 MILE WEST
 MK0310'ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD,
 MK0310'THENCE 1.5 MILES WEST ALONG A DIRT ROAD, THENCE 1.4 MILES SOUTH
 MK0310'ALONG A DIRT ROAD, THENCE 0.6 MILE WEST ALONG A DIRT ROAD, 0.2
 MK0310'MILE WEST OF THE MOST WESTERLY FARMHOUSES, 13.0 FEET SOUTH OF THE
 MK0310'CENTER LINE OF THE WOODS ROAD, 5.7 FEET EAST OF AN 8-INCH ELM
 MK0310'TREE, 1.5 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 MK0310'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MK0310
 MK0310                          STATION RECOVERY (1970)
 MK0310
 MK0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0210 ***********************************************************************
 MK0210  DESIGNATION -  N 145
 MK0210  PID         -  MK0210
 MK0210  STATE/COUNTY-  IA/MONONA
 MK0210  USGS QUAD   -  TEKAMAH NW (1970)
 MK0210
 MK0210                         *CURRENT SURVEY CONTROL
 MK0210  ___________________________________________________________________
 MK0210* NAD 83(1986)-  41 59 58.     (N)    096 08 09.     (W)     SCALED    
 MK0210* NAVD 88     -       320.798  (meters)    1052.48   (feet)  ADJUSTED  
 MK0210  ___________________________________________________________________
 MK0210  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 MK0210  DYNAMIC HT  -         320.682 (meters)    1052.10  (feet)  COMP
 MK0210  MODELED GRAV-     980,252.1   (mgal)                       NAVD 88
 MK0210
 MK0210  VERT ORDER  -  SECOND    CLASS 0
 MK0210
 MK0210.The horizontal coordinates were scaled from a topographic map and have
 MK0210.an estimated accuracy of +/- 6 seconds.
 MK0210
 MK0210.The orthometric height was determined by differential leveling
 MK0210.and adjusted by the National Geodetic Survey in June 1991..
 MK0210
 MK0210.The geoid height was determined by GEOID03.
 MK0210
 MK0210.The dynamic height is computed by dividing the NAVD 88
 MK0210.geopotential number by the normal gravity value computed on the
 MK0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0210.degrees latitude (g = 980.6199 gals.).
 MK0210
 MK0210.The modeled gravity was interpolated from observed gravity values.
 MK0210
 MK0210;                    North         East    Units  Estimated Accuracy
 MK0210;SPC IA N     - 1,058,880.    1,281,650.      MT  (+/- 180 meters Scaled)
 MK0210
 MK0210                          SUPERSEDED SURVEY CONTROL
 MK0210
 MK0210  NGVD 29 (??/??/92)  320.665  (m)         1052.05   (f) ADJ UNCH    2 0
 MK0210
 MK0210.Superseded values are not recommended for survey control.
 MK0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0210.See file dsdata.txt to determine how the superseded data were derived.
 MK0210
 MK0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM372536(NAD 83)
 MK0210_MARKER: DB = BENCH MARK DISK
 MK0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0210_STAMPING: N 145 1948
 MK0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0210+STABILITY: SURFACE MOTION
 MK0210
 MK0210  HISTORY     - Date     Condition        Report By
 MK0210  HISTORY     - 1948     MONUMENTED       CGS
 MK0210  HISTORY     - 1974     GOOD             LOCSUR
 MK0210  HISTORY     - 1982     GOOD             LOCENG
 MK0210
 MK0210                          STATION DESCRIPTION
 MK0210
 MK0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0210'7 MI NW FROM BLENCOE.
 MK0210'3.5 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION
 MK0210'OF NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.3 MILES
 MK0210'WEST ALONG A GRAVEL ROAD, THENCE 0.7 MILE NORTHWEST ALONG A
 MK0210'GRAVEL ROAD, THENCE 0.8 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 MK0210'0.5 MILE WEST ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH ALONG
 MK0210'A DIRT ROAD, 51.3 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER
 MK0210'OF A FARMHOUSE, 47.5 SOUTHWEST OF THE SOUTHEAST CORNER FENCE
 MK0210'POST OF A FENCE AROUND A BARN LOT, 23.2 FEET SOUTH OF THE
 MK0210'SOUTHEAST LEG OF A WATER TOWER, 32.0 FEET NORTH OF THE CENTER
 MK0210'LINE OF A PRIVATE ROAD, 1.9 FEET WEST OF A TELEPHONE POLE, SET
 MK0210'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 MK0210'GROUND.
 MK0210
 MK0210                          STATION RECOVERY (1974)
 MK0210
 MK0210'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0210'RECOVERED IN GOOD CONDITION.
 MK0210
 MK0210                          STATION RECOVERY (1982)
 MK0210
 MK0210'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 MK0210'117 FEET WEST OF CENTERLINE OF COUNTY ROAD 87 FEET NORTH OF NORTH
 MK0210'FEET CORNER OF FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0394 ***********************************************************************
 MJ0394  DESIGNATION -  N 146
 MJ0394  PID         -  MJ0394
 MJ0394  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0394  USGS QUAD   -  AVOCA NW (1994)
 MJ0394
 MJ0394                         *CURRENT SURVEY CONTROL
 MJ0394  ___________________________________________________________________
 MJ0394* NAD 83(1986)-  41 29 18.     (N)    095 28 20.     (W)     SCALED    
 MJ0394* NAVD 88     -       397.608  (meters)    1304.49   (feet)  ADJUSTED  
 MJ0394  ___________________________________________________________________
 MJ0394  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 MJ0394  DYNAMIC HT  -         397.434 (meters)    1303.91  (feet)  COMP
 MJ0394  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 MJ0394
 MJ0394  VERT ORDER  -  FIRST     CLASS II
 MJ0394
 MJ0394.The horizontal coordinates were scaled from a topographic map and have
 MJ0394.an estimated accuracy of +/- 6 seconds.
 MJ0394
 MJ0394.The orthometric height was determined by differential leveling
 MJ0394.and adjusted by the National Geodetic Survey in June 1991..
 MJ0394
 MJ0394.The geoid height was determined by GEOID03.
 MJ0394
 MJ0394.The dynamic height is computed by dividing the NAVD 88
 MJ0394.geopotential number by the normal gravity value computed on the
 MJ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0394.degrees latitude (g = 980.6199 gals.).
 MJ0394
 MJ0394.The modeled gravity was interpolated from observed gravity values.
 MJ0394
 MJ0394;                    North         East    Units  Estimated Accuracy
 MJ0394;SPC IA S     -   167,150.      335,320.      MT  (+/- 180 meters Scaled)
 MJ0394
 MJ0394                          SUPERSEDED SURVEY CONTROL
 MJ0394
 MJ0394  NGVD 29 (??/??/92)  397.488  (m)         1304.09   (f) ADJ UNCH    1 2
 MJ0394
 MJ0394.Superseded values are not recommended for survey control.
 MJ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0394.See file dsdata.txt to determine how the superseded data were derived.
 MJ0394
 MJ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF936959(NAD 83)
 MJ0394_MARKER: DB = BENCH MARK DISK
 MJ0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0394_STAMPING: N 146 1949
 MJ0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0394+STABILITY: SURFACE MOTION
 MJ0394
 MJ0394  HISTORY     - Date     Condition        Report By
 MJ0394  HISTORY     - 1949     MONUMENTED       CGS
 MJ0394
 MJ0394                          STATION DESCRIPTION
 MJ0394
 MJ0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0394'2.2 MI SW FROM SHELBY.
 MJ0394'2.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0394'RAILWAY FROM THE STATION AT SHELBY, AT THE NORTHEAST END OF A
 MJ0394'CUT AND THE SOUTHWEST END OF A DEEP FILL, ON THE NORTHEAST SLOPE
 MJ0394'OF A HILL, 65.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MJ0394'TRACK, 15.0 FEET NORTH OF SECTION POLE NO. 235 WHICH IS ALSO
 MJ0394'MILEPOST NO. 769.5, 1.5 FEET SOUTHEAST OF A FENCE, 1.1 FEET
 MJ0394'NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MJ0394'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- SINCE RAILROAD
 MJ0394'IS ABANDONED, RIGHT OF WAY FENCES HAVE BEEN RE-SET, OLD RAILROAD
 MJ0394'RIGHT-OF-WAY NOW IN CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0502 ***********************************************************************
 MJ0502  DESIGNATION -  N 147
 MJ0502  PID         -  MJ0502
 MJ0502  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0502  USGS QUAD   -  OAKLAND (1963)
 MJ0502
 MJ0502                         *CURRENT SURVEY CONTROL
 MJ0502  ___________________________________________________________________
 MJ0502* NAD 83(1986)-  41 19 09.     (N)    095 23 02.     (W)     SCALED    
 MJ0502* NAVD 88     -       375.990  (meters)    1233.56   (feet)  ADJUSTED  
 MJ0502  ___________________________________________________________________
 MJ0502  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MJ0502  DYNAMIC HT  -         375.843 (meters)    1233.08  (feet)  COMP
 MJ0502  MODELED GRAV-     980,222.8   (mgal)                       NAVD 88
 MJ0502
 MJ0502  VERT ORDER  -  SECOND    CLASS 0
 MJ0502
 MJ0502.The horizontal coordinates were scaled from a topographic map and have
 MJ0502.an estimated accuracy of +/- 6 seconds.
 MJ0502
 MJ0502.The orthometric height was determined by differential leveling
 MJ0502.and adjusted by the National Geodetic Survey in June 1991..
 MJ0502
 MJ0502.The geoid height was determined by GEOID03.
 MJ0502
 MJ0502.The dynamic height is computed by dividing the NAVD 88
 MJ0502.geopotential number by the normal gravity value computed on the
 MJ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0502.degrees latitude (g = 980.6199 gals.).
 MJ0502
 MJ0502.The modeled gravity was interpolated from observed gravity values.
 MJ0502
 MJ0502;                    North         East    Units  Estimated Accuracy
 MJ0502;SPC IA S     -   148,200.      342,290.      MT  (+/- 180 meters Scaled)
 MJ0502
 MJ0502                          SUPERSEDED SURVEY CONTROL
 MJ0502
 MJ0502  NGVD 29 (??/??/92)  375.908  (m)         1233.29   (f) ADJ UNCH    2 0
 MJ0502
 MJ0502.Superseded values are not recommended for survey control.
 MJ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0502.See file dsdata.txt to determine how the superseded data were derived.
 MJ0502
 MJ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF004769(NAD 83)
 MJ0502_MARKER: DB = BENCH MARK DISK
 MJ0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0502_STAMPING: N 147 1949
 MJ0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0502+STABILITY: SURFACE MOTION
 MJ0502
 MJ0502  HISTORY     - Date     Condition        Report By
 MJ0502  HISTORY     - 1949     MONUMENTED       CGS
 MJ0502
 MJ0502                          STATION DESCRIPTION
 MJ0502
 MJ0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0502'1 MI NE FROM OAKLAND.
 MJ0502'1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 59 FROM THE CITIZENS STATE
 MJ0502'BANK AT OAKLAND, AT THE JUNCTION OF U.S. HIGHWAYS 59 AND 6,
 MJ0502'450.0 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 6, 125.0
 MJ0502'FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 59, 105.0 FEET
 MJ0502'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CAFE, 41.0 FEET
 MJ0502'EAST OF THE CENTER LINE OF A ROAD FORMING THE EAST SIDE OF A
 MJ0502'TRIANGLE FORMED BY THE JUNCTION, 7.0 FEET EAST OF A CORNER FENCE
 MJ0502'POST, 1.0 FOOT SOUTH OF A FENCE, 1.3 FEET WEST OF A REFERENCE
 MJ0502'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MJ0502'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0514 ***********************************************************************
 MJ0514  DESIGNATION -  N 148
 MJ0514  PID         -  MJ0514
 MJ0514  STATE/COUNTY-  IA/MONTGOMERY
 MJ0514  USGS QUAD   -  GRISWOLD (1978)
 MJ0514
 MJ0514                         *CURRENT SURVEY CONTROL
 MJ0514  ___________________________________________________________________
 MJ0514* NAD 83(1986)-  41 08 44.     (N)    095 10 32.     (W)     SCALED    
 MJ0514* NAVD 88     -       325.365  (meters)    1067.47   (feet)  ADJUSTED  
 MJ0514  ___________________________________________________________________
 MJ0514  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 MJ0514  DYNAMIC HT  -         325.228 (meters)    1067.02  (feet)  COMP
 MJ0514  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 MJ0514
 MJ0514  VERT ORDER  -  SECOND    CLASS 0
 MJ0514
 MJ0514.The horizontal coordinates were scaled from a topographic map and have
 MJ0514.an estimated accuracy of +/- 6 seconds.
 MJ0514
 MJ0514.The orthometric height was determined by differential leveling
 MJ0514.and adjusted by the National Geodetic Survey in June 1991..
 MJ0514
 MJ0514.The geoid height was determined by GEOID03.
 MJ0514
 MJ0514.The dynamic height is computed by dividing the NAVD 88
 MJ0514.geopotential number by the normal gravity value computed on the
 MJ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0514.degrees latitude (g = 980.6199 gals.).
 MJ0514
 MJ0514.The modeled gravity was interpolated from observed gravity values.
 MJ0514
 MJ0514;                    North         East    Units  Estimated Accuracy
 MJ0514;SPC IA S     -   128,570.      359,350.      MT  (+/- 180 meters Scaled)
 MJ0514
 MJ0514                          SUPERSEDED SURVEY CONTROL
 MJ0514
 MJ0514  NGVD 29 (??/??/92)  325.287  (m)         1067.21   (f) ADJ UNCH    2 0
 MJ0514
 MJ0514.Superseded values are not recommended for survey control.
 MJ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0514.See file dsdata.txt to determine how the superseded data were derived.
 MJ0514
 MJ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF174571(NAD 83)
 MJ0514_MARKER: DB = BENCH MARK DISK
 MJ0514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0514_SP_SET: PIER
 MJ0514_STAMPING: N 148 1949
 MJ0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0514
 MJ0514  HISTORY     - Date     Condition        Report By
 MJ0514  HISTORY     - 1949     MONUMENTED       CGS
 MJ0514
 MJ0514                          STATION DESCRIPTION
 MJ0514
 MJ0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0514'1 MI SW FROM ELLIOTT.
 MJ0514'0.3 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ELLIOTT,
 MJ0514'THENCE 0.7 MILE WEST ALONG STATE HIGHWAY NO. 48, SET IN THE
 MJ0514'NORTH END OF THE EAST CONCRETE PIER OF THE STEEL BRIDGE OVER THE
 MJ0514'EAST NISHNABOTNA RIVER, 13.0 FEET NORTH OF THE CENTER LINE OF THE
 MJ0514'ROAD, 5.0 FEET BELOW ROAD LEVEL, 1.2 FEET SOUTH OF THE NORTH
 MJ0514'END OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0490 ***********************************************************************
 MJ0490  DESIGNATION -  N 149
 MJ0490  PID         -  MJ0490
 MJ0490  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0490  USGS QUAD   -  CARSON (1978)
 MJ0490
 MJ0490                         *CURRENT SURVEY CONTROL
 MJ0490  ___________________________________________________________________
 MJ0490* NAD 83(1986)-  41 14 52.     (N)    095 24 14.     (W)     SCALED    
 MJ0490* NAVD 88     -       353.400  (meters)    1159.45   (feet)  ADJUSTED  
 MJ0490  ___________________________________________________________________
 MJ0490  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 MJ0490  DYNAMIC HT  -         353.257 (meters)    1158.98  (feet)  COMP
 MJ0490  MODELED GRAV-     980,205.8   (mgal)                       NAVD 88
 MJ0490
 MJ0490  VERT ORDER  -  SECOND    CLASS 0
 MJ0490
 MJ0490.The horizontal coordinates were scaled from a topographic map and have
 MJ0490.an estimated accuracy of +/- 6 seconds.
 MJ0490
 MJ0490.The orthometric height was determined by differential leveling
 MJ0490.and adjusted by the National Geodetic Survey in June 1991..
 MJ0490
 MJ0490.The geoid height was determined by GEOID03.
 MJ0490
 MJ0490.The dynamic height is computed by dividing the NAVD 88
 MJ0490.geopotential number by the normal gravity value computed on the
 MJ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0490.degrees latitude (g = 980.6199 gals.).
 MJ0490
 MJ0490.The modeled gravity was interpolated from observed gravity values.
 MJ0490
 MJ0490;                    North         East    Units  Estimated Accuracy
 MJ0490;SPC IA S     -   140,310.      340,440.      MT  (+/- 180 meters Scaled)
 MJ0490
 MJ0490                          SUPERSEDED SURVEY CONTROL
 MJ0490
 MJ0490  NGVD 29 (??/??/92)  353.318  (m)         1159.18   (f) ADJ UNCH    2 0
 MJ0490
 MJ0490.Superseded values are not recommended for survey control.
 MJ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0490.See file dsdata.txt to determine how the superseded data were derived.
 MJ0490
 MJ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF985690(NAD 83)
 MJ0490_MARKER: DB = BENCH MARK DISK
 MJ0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0490_STAMPING: N 149 1949
 MJ0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0490+STABILITY: SURFACE MOTION
 MJ0490
 MJ0490  HISTORY     - Date     Condition        Report By
 MJ0490  HISTORY     - 1949     MONUMENTED       CGS
 MJ0490
 MJ0490                          STATION DESCRIPTION
 MJ0490
 MJ0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0490'2.2 MI NE FROM CARSON.
 MJ0490'0.2 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0490'FROM THE STATION AT CARSON, THENCE 1.0 MILE EAST ALONG STATE
 MJ0490'HIGHWAY NO. 100, THENCE 1.05 MILES NORTH ALONG U.S. HIGHWAY NO.
 MJ0490'59, ON THE NORTH SLOPE OF A HILL, 0.1 MILE NORTH OF A PUBLIC
 MJ0490'ROAD CROSSING, ABOUT 250.0 FEET NORTH OF THE SUMMIT OF A HILL,
 MJ0490'51.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 17.0 FEET
 MJ0490'NORTH OF TELEPHONE POLE NO. 9, 12.0 FEET NORTH OF THE CENTER
 MJ0490'LINE OF A GATE FOR A FIELD ROAD LEADING WEST INTO A FIELD, 1.1
 MJ0490'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 1.4 FEET SOUTH OF A
 MJ0490'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 MJ0490'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0491 ***********************************************************************
 MJ0491  DESIGNATION -  N 149 RESET
 MJ0491  PID         -  MJ0491
 MJ0491  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0491  USGS QUAD   -  CARSON (1978)
 MJ0491
 MJ0491                         *CURRENT SURVEY CONTROL
 MJ0491  ___________________________________________________________________
 MJ0491* NAD 83(1986)-  41 14 51.     (N)    095 24 13.     (W)     SCALED    
 MJ0491* NAVD 88     -       352.89   (meters)    1157.8    (feet)  RESET     
 MJ0491  ___________________________________________________________________
 MJ0491  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 MJ0491
 MJ0491  VERT ORDER  -  THIRD
 MJ0491
 MJ0491.The horizontal coordinates were scaled from a topographic map and have
 MJ0491.an estimated accuracy of +/- 6 seconds.
 MJ0491
 MJ0491.The orthometric height was computed from unverified reset data.
 MJ0491
 MJ0491.The geoid height was determined by GEOID03.
 MJ0491
 MJ0491;                    North         East    Units  Estimated Accuracy
 MJ0491;SPC IA S     -   140,280.      340,460.      MT  (+/- 180 meters Scaled)
 MJ0491
 MJ0491                          SUPERSEDED SURVEY CONTROL
 MJ0491
 MJ0491  NGVD 29 (??/??/??)  352.81   (m)         1157.5    (f) RESET       3  
 MJ0491
 MJ0491.Superseded values are not recommended for survey control.
 MJ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0491.See file dsdata.txt to determine how the superseded data were derived.
 MJ0491
 MJ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF986690(NAD 83)
 MJ0491_MARKER: DB = BENCH MARK DISK
 MJ0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0491_STAMPING: N 149 RESET 1955
 MJ0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0491+STABILITY: SURFACE MOTION
 MJ0491
 MJ0491  HISTORY     - Date     Condition        Report By
 MJ0491  HISTORY     - 1955     MONUMENTED       CGS
 MJ0491  HISTORY     - 1956     GOOD             NGS
 MJ0491
 MJ0491                          STATION DESCRIPTION
 MJ0491
 MJ0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MJ0491'0.2 MI S FROM CARSON.
 MJ0491'0.2 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0491'FROM THE STATION AT CARSON, THENCE 1.0 MILE EAST ALONG STATE
 MJ0491'HIGHWAY 100, AND THENCE 1.0 MILE NORTH ALONG U.S. HIGHWAY 59,
 MJ0491'ON THE NORTH SLOPE OF A HILL, 0.1 MILE NORTH OF A ROAD
 MJ0491'INTERSECTION, 250 FEET NORTH OF THE SUMMIT OF A HILL, 89.0 FEET
 MJ0491'WEST OF THE CENTERLINE OF THE HIGHWAY AT SURVEY STATION
 MJ0491'1996+91.4, 7.5 FEET SOUTH OF A POWER POLE, 12.0 FEET NORTH OF THE
 MJ0491'CENTERLINE OF AGGATE IN THE WEST RIGHT-OF-WAY FENCE, AND 1.8 FEET
 MJ0491'NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 MJ0491'STAMPED N 149 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST
 MJ0491'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0012 ***********************************************************************
 NM0012  DESIGNATION -  N 15
 NM0012  PID         -  NM0012
 NM0012  STATE/COUNTY-  IA/PLYMOUTH
 NM0012  USGS QUAD   -  UNION CENTER NW (1985)
 NM0012
 NM0012                         *CURRENT SURVEY CONTROL
 NM0012  ___________________________________________________________________
 NM0012* NAD 83(1986)-  42 44 15.     (N)    096 13 05.     (W)     SCALED    
 NM0012* NAVD 88     -       362.210  (meters)    1188.35   (feet)  ADJUSTED  
 NM0012  ___________________________________________________________________
 NM0012  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 NM0012  DYNAMIC HT  -         362.101 (meters)    1187.99  (feet)  COMP
 NM0012  MODELED GRAV-     980,307.7   (mgal)                       NAVD 88
 NM0012
 NM0012  VERT ORDER  -  SECOND    CLASS 0
 NM0012
 NM0012.The horizontal coordinates were scaled from a topographic map and have
 NM0012.an estimated accuracy of +/- 6 seconds.
 NM0012
 NM0012.The orthometric height was determined by differential leveling
 NM0012.and adjusted by the National Geodetic Survey in June 1991..
 NM0012
 NM0012.The geoid height was determined by GEOID03.
 NM0012
 NM0012.The dynamic height is computed by dividing the NAVD 88
 NM0012.geopotential number by the normal gravity value computed on the
 NM0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0012.degrees latitude (g = 980.6199 gals.).
 NM0012
 NM0012.The modeled gravity was interpolated from observed gravity values.
 NM0012
 NM0012;                    North         East    Units  Estimated Accuracy
 NM0012;SPC IA N     - 1,141,040.    1,277,480.      MT  (+/- 180 meters Scaled)
 NM0012
 NM0012                          SUPERSEDED SURVEY CONTROL
 NM0012
 NM0012  NGVD 29 (??/??/92)  362.015  (m)         1187.71   (f) ADJ UNCH    2 0
 NM0012
 NM0012.Superseded values are not recommended for survey control.
 NM0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0012.See file dsdata.txt to determine how the superseded data were derived.
 NM0012
 NM0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN277354(NAD 83)
 NM0012_MARKER: DB = BENCH MARK DISK
 NM0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0012_STAMPING: N 15 1934
 NM0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0012+STABILITY: SURFACE MOTION
 NM0012
 NM0012  HISTORY     - Date     Condition        Report By
 NM0012  HISTORY     - 1934     MONUMENTED       CGS
 NM0012  HISTORY     - 1957     MARK NOT FOUND   NGS
 NM0012
 NM0012                          STATION DESCRIPTION
 NM0012
 NM0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NM0012'1.9 MI N FROM MERRILL.
 NM0012'1.9 MILES NORTH ALONG THE SOO LINE RAILROAD, FORMERLY (C.STP. M. AND
 NM0012'O. RY.) FROM THE STATION AT MERRILL, 47 FEET WEST OF THE WEST RAIL,
 NM0012'35 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 75, AND IN LINE
 NM0012'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED N 15 1934 AND
 NM0012'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NM0012'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0261 ***********************************************************************
 MJ0261  DESIGNATION -  N 150
 MJ0261  PID         -  MJ0261
 MJ0261  STATE/COUNTY-  IA/SHELBY
 MJ0261  USGS QUAD   -  HARLAN (1978)
 MJ0261
 MJ0261                         *CURRENT SURVEY CONTROL
 MJ0261  ___________________________________________________________________
 MJ0261* NAD 83(1986)-  41 38 11.     (N)    095 19 32.     (W)     SCALED    
 MJ0261* NAVD 88     -       366.215  (meters)    1201.49   (feet)  ADJUSTED  
 MJ0261  ___________________________________________________________________
 MJ0261  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 MJ0261  DYNAMIC HT  -         366.046 (meters)    1200.94  (feet)  COMP
 MJ0261  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 MJ0261
 MJ0261  VERT ORDER  -  SECOND    CLASS 0
 MJ0261
 MJ0261.The horizontal coordinates were scaled from a topographic map and have
 MJ0261.an estimated accuracy of +/- 6 seconds.
 MJ0261
 MJ0261.The orthometric height was determined by differential leveling
 MJ0261.and adjusted by the National Geodetic Survey in June 1991..
 MJ0261
 MJ0261.The geoid height was determined by GEOID03.
 MJ0261
 MJ0261.The dynamic height is computed by dividing the NAVD 88
 MJ0261.geopotential number by the normal gravity value computed on the
 MJ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0261.degrees latitude (g = 980.6199 gals.).
 MJ0261
 MJ0261.The modeled gravity was interpolated from observed gravity values.
 MJ0261
 MJ0261;                    North         East    Units  Estimated Accuracy
 MJ0261;SPC IA S     -   183,320.      347,910.      MT  (+/- 180 meters Scaled)
 MJ0261
 MJ0261                          SUPERSEDED SURVEY CONTROL
 MJ0261
 MJ0261  NGVD 29 (??/??/92)  366.093  (m)         1201.09   (f) ADJ UNCH    2 0
 MJ0261
 MJ0261.Superseded values are not recommended for survey control.
 MJ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0261.See file dsdata.txt to determine how the superseded data were derived.
 MJ0261
 MJ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG063120(NAD 83)
 MJ0261_MARKER: DB = BENCH MARK DISK
 MJ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0261_STAMPING: N 150 1949
 MJ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0261+STABILITY: SURFACE MOTION
 MJ0261
 MJ0261  HISTORY     - Date     Condition        Report By
 MJ0261  HISTORY     - 1949     MONUMENTED       CGS
 MJ0261
 MJ0261                          STATION DESCRIPTION
 MJ0261
 MJ0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0261'0.6 MI S FROM HARLAN.
 MJ0261'0.6 MILE SOUTH ALONG U.S. HIGHWAY NO. 59 FROM THE JUNCTION OF
 MJ0261'U.S. HIGHWAY NO. 59 WITH STATE HIGHWAY NO. 39 AT HARLAN, ABOUT
 MJ0261'0.3 MILE SOUTH OF A Y-JUNCTION OF THE U.S. HIGHWAY AND A CONCRETE
 MJ0261'ROAD LEADING NORTHEAST TO STATE HIGHWAY NO. 64, 54.0 FEET
 MJ0261'NORTHWEST OF A LARGE COTTONWOOD TREE, 32.8 FEET EAST OF THE
 MJ0261'CENTER LINE OF THE HIGHWAY, 44.6 FEET SOUTHEAST OF PAVEMENT
 MJ0261'STATION NO. 499, 1.4 FEET WEST OF A CORNER FENCE POST, 1.4 FEET
 MJ0261'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MJ0261'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0296 ***********************************************************************
 MJ0296  DESIGNATION -  N 151
 MJ0296  PID         -  MJ0296
 MJ0296  STATE/COUNTY-  IA/SHELBY
 MJ0296  USGS QUAD   -  IRWIN (1978)
 MJ0296
 MJ0296                         *CURRENT SURVEY CONTROL
 MJ0296  ___________________________________________________________________
 MJ0296* NAD 83(1986)-  41 50 58.     (N)    095 10 10.     (W)     SCALED    
 MJ0296* NAVD 88     -       434.474  (meters)    1425.44   (feet)  ADJUSTED  
 MJ0296  ___________________________________________________________________
 MJ0296  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 MJ0296  DYNAMIC HT  -         434.272 (meters)    1424.77  (feet)  COMP
 MJ0296  MODELED GRAV-     980,143.7   (mgal)                       NAVD 88
 MJ0296
 MJ0296  VERT ORDER  -  SECOND    CLASS 0
 MJ0296
 MJ0296.The horizontal coordinates were scaled from a topographic map and have
 MJ0296.an estimated accuracy of +/- 6 seconds.
 MJ0296
 MJ0296.The orthometric height was determined by differential leveling
 MJ0296.and adjusted by the National Geodetic Survey in June 1991..
 MJ0296
 MJ0296.The geoid height was determined by GEOID03.
 MJ0296
 MJ0296.The dynamic height is computed by dividing the NAVD 88
 MJ0296.geopotential number by the normal gravity value computed on the
 MJ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0296.degrees latitude (g = 980.6199 gals.).
 MJ0296
 MJ0296.The modeled gravity was interpolated from observed gravity values.
 MJ0296
 MJ0296;                    North         East    Units  Estimated Accuracy
 MJ0296;SPC IA S     -   206,720.      361,370.      MT  (+/- 180 meters Scaled)
 MJ0296
 MJ0296                          SUPERSEDED SURVEY CONTROL
 MJ0296
 MJ0296  NGVD 29 (??/??/92)  434.337  (m)         1424.99   (f) ADJ UNCH    2 0
 MJ0296
 MJ0296.Superseded values are not recommended for survey control.
 MJ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0296.See file dsdata.txt to determine how the superseded data were derived.
 MJ0296
 MJ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG199353(NAD 83)
 MJ0296_MARKER: DB = BENCH MARK DISK
 MJ0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0296_STAMPING: N 151 1949
 MJ0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0296+STABILITY: SURFACE MOTION
 MJ0296
 MJ0296  HISTORY     - Date     Condition        Report By
 MJ0296  HISTORY     - 1949     MONUMENTED       CGS
 MJ0296  HISTORY     - 1974     GOOD             NGS
 MJ0296
 MJ0296                          STATION DESCRIPTION
 MJ0296
 MJ0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0296'6.1 MI NE FROM IRWIN.
 MJ0296'4.0 MILES NORTH ALONG COUNTY ROAD M FROM THE JUNCTION OF COUNTY
 MJ0296'ROAD M WITH STATE HIGHWAY 268 AT IRWIN, THENCE 2.1 MILES EAST
 MJ0296'ALONG COUNTY ROAD M, IN THE SOUTHEAST QUARTER OF A SECTION LINE
 MJ0296'ROAD CROSSING, 162.0 FEET SOUTH OF THE CENTER LINE OF COUNTY
 MJ0296'ROAD M, 137.0 FEET SOUTH SOUTHEAST OF POWER LINE POLE NO. 9EE51,
 MJ0296'35.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 MJ0296'ABOUT 0.2 MILE EAST OF A FARMHOUSE ON THE NORTH SIDE OF THE MAIN
 MJ0296'ROAD, 1.2 FEET WEST OF A FENCE, 1.4 FEET NORTH OF A REFERENCE
 MJ0296'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 MJ0296'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 1.0 MILE WEST OF
 MJ0296'BENCH MARK P 151.
 MJ0296
 MJ0296                          STATION RECOVERY (1974)
 MJ0296
 MJ0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MJ0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0352 ***********************************************************************
 NM0352  DESIGNATION -  N 152
 NM0352  PID         -  NM0352
 NM0352  STATE/COUNTY-  IA/WOODBURY
 NM0352  USGS QUAD   -  LUTON (1964)
 NM0352
 NM0352                         *CURRENT SURVEY CONTROL
 NM0352  ___________________________________________________________________
 NM0352* NAD 83(1986)-  42 18 54.     (N)    096 08 14.     (W)     SCALED    
 NM0352* NAVD 88     -       340.837  (meters)    1118.23   (feet)  ADJUSTED  
 NM0352  ___________________________________________________________________
 NM0352  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 NM0352  DYNAMIC HT  -         340.723 (meters)    1117.86  (feet)  COMP
 NM0352  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 NM0352
 NM0352  VERT ORDER  -  SECOND    CLASS 0
 NM0352
 NM0352.The horizontal coordinates were scaled from a topographic map and have
 NM0352.an estimated accuracy of +/- 6 seconds.
 NM0352
 NM0352.The orthometric height was determined by differential leveling
 NM0352.and adjusted by the National Geodetic Survey in June 1991..
 NM0352
 NM0352.The geoid height was determined by GEOID03.
 NM0352
 NM0352.The dynamic height is computed by dividing the NAVD 88
 NM0352.geopotential number by the normal gravity value computed on the
 NM0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0352.degrees latitude (g = 980.6199 gals.).
 NM0352
 NM0352.The modeled gravity was interpolated from observed gravity values.
 NM0352
 NM0352;                    North         East    Units  Estimated Accuracy
 NM0352;SPC IA N     - 1,093,920.    1,282,630.      MT  (+/- 180 meters Scaled)
 NM0352
 NM0352                          SUPERSEDED SURVEY CONTROL
 NM0352
 NM0352  NGVD 29 (??/??/92)  340.681  (m)         1117.72   (f) ADJ UNCH    2 0
 NM0352
 NM0352.Superseded values are not recommended for survey control.
 NM0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0352.See file dsdata.txt to determine how the superseded data were derived.
 NM0352
 NM0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM359887(NAD 83)
 NM0352_MARKER: DB = BENCH MARK DISK
 NM0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0352_SP_SET: CULVERT
 NM0352_STAMPING: N 152 1949
 NM0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0352
 NM0352  HISTORY     - Date     Condition        Report By
 NM0352  HISTORY     - 1949     MONUMENTED       CGS
 NM0352
 NM0352                          STATION DESCRIPTION
 NM0352
 NM0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0352'8.6 MI NE FROM SALIX.
 NM0352'0.6 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND NORTH
 NM0352'WESTERN RAILWAY STATION AT SALIX, THENCE 0.5 MILE EAST ALONG
 NM0352'A GRADED DIRT ROAD, THENCE 3.0 MILES EAST ALONG A GRAVELED
 NM0352'ROAD, THENCE 4.45 MILES EAST ALONG A GRADED DIRT ROAD, AT THE
 NM0352'JUNCTION OF A DIRT ROAD AND STATE HIGHWAY 141, SET IN THE TOP
 NM0352'OF THE NORTHEAST HEADWALL OF A 4 X 4 FOOT CONCRETE BOX CULVERT
 NM0352'UNDER THE HIGHWAY, 60 FEET NORTH OF THE EXTENDED CENTER LINE OF
 NM0352'A T ROAD LEADING WEST, 14.8 FEET NORTHEAST OF THE CENTER LINE
 NM0352'OF THE HIGHWAY, 5.6 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 NM0352'HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0401 ***********************************************************************
 NL0401  DESIGNATION -  N 153
 NL0401  PID         -  NL0401
 NL0401  STATE/COUNTY-  IA/WOODBURY
 NL0401  USGS QUAD   -  SMITHLAND (1969)
 NL0401
 NL0401                         *CURRENT SURVEY CONTROL
 NL0401  ___________________________________________________________________
 NL0401* NAD 83(1986)-  42 12 55.     (N)    095 56 14.     (W)     SCALED    
 NL0401* NAVD 88     -       335.849  (meters)    1101.86   (feet)  ADJUSTED  
 NL0401  ___________________________________________________________________
 NL0401  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 NL0401  DYNAMIC HT  -         335.731 (meters)    1101.48  (feet)  COMP
 NL0401  MODELED GRAV-     980,259.9   (mgal)                       NAVD 88
 NL0401
 NL0401  VERT ORDER  -  SECOND    CLASS 0
 NL0401
 NL0401.The horizontal coordinates were scaled from a topographic map and have
 NL0401.an estimated accuracy of +/- 6 seconds.
 NL0401
 NL0401.The orthometric height was determined by differential leveling
 NL0401.and adjusted by the National Geodetic Survey in June 1991..
 NL0401
 NL0401.The geoid height was determined by GEOID03.
 NL0401
 NL0401.The dynamic height is computed by dividing the NAVD 88
 NL0401.geopotential number by the normal gravity value computed on the
 NL0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0401.degrees latitude (g = 980.6199 gals.).
 NL0401
 NL0401.The modeled gravity was interpolated from observed gravity values.
 NL0401
 NL0401;                    North         East    Units  Estimated Accuracy
 NL0401;SPC IA N     - 1,082,350.    1,298,790.      MT  (+/- 180 meters Scaled)
 NL0401
 NL0401                          SUPERSEDED SURVEY CONTROL
 NL0401
 NL0401  NGVD 29 (??/??/92)  335.701  (m)         1101.38   (f) ADJ UNCH    2 0
 NL0401
 NL0401.Superseded values are not recommended for survey control.
 NL0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0401.See file dsdata.txt to determine how the superseded data were derived.
 NL0401
 NL0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG575778(NAD 83)
 NL0401_MARKER: DB = BENCH MARK DISK
 NL0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0401_SP_SET: CULVERT
 NL0401_STAMPING: N 153 1949
 NL0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0401
 NL0401  HISTORY     - Date     Condition        Report By
 NL0401  HISTORY     - 1949     MONUMENTED       CGS
 NL0401
 NL0401                          STATION DESCRIPTION
 NL0401
 NL0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0401'1 MI SW FROM SMITHLAND.
 NL0401'1.0 MILE SOUTHWEST ALONG COUNTY ROAD A FROM THE POST OFFICE AT
 NL0401'SMITHLAND, IN THE TOP OF THE NORTHWEST HEADWALL OF AN 8 X 8 FOOT
 NL0401'CONCRETE BOX CULVERT, 18 FEET NORTHWEST OF THE CENTER LINE OF THE
 NL0401'ROAD, 52 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 NL0401'LEADING WEST TO A FARMHOUSE, AND ABOUT FLUSH WITH THE LEVEL OF THE
 NL0401'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0813 ***********************************************************************
 NM0813  DESIGNATION -  N 154
 NM0813  PID         -  NM0813
 NM0813  STATE/COUNTY-  IA/PLYMOUTH
 NM0813  USGS QUAD   -  JEFFERSON (1994)
 NM0813
 NM0813                         *CURRENT SURVEY CONTROL
 NM0813  ___________________________________________________________________
 NM0813* NAD 83(1986)-  42 51 31.     (N)    096 32 07.     (W)     SCALED    
 NM0813* NAVD 88     -       348.790  (meters)    1144.32   (feet)  ADJUSTED  
 NM0813  ___________________________________________________________________
 NM0813  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 NM0813  DYNAMIC HT  -         348.696 (meters)    1144.01  (feet)  COMP
 NM0813  MODELED GRAV-     980,339.4   (mgal)                       NAVD 88
 NM0813
 NM0813  VERT ORDER  -  FIRST     CLASS II
 NM0813
 NM0813.The horizontal coordinates were scaled from a topographic map and have
 NM0813.an estimated accuracy of +/- 6 seconds.
 NM0813
 NM0813.The orthometric height was determined by differential leveling
 NM0813.and adjusted by the National Geodetic Survey in June 1991..
 NM0813
 NM0813.The geoid height was determined by GEOID03.
 NM0813
 NM0813.The dynamic height is computed by dividing the NAVD 88
 NM0813.geopotential number by the normal gravity value computed on the
 NM0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0813.degrees latitude (g = 980.6199 gals.).
 NM0813
 NM0813.The modeled gravity was interpolated from observed gravity values.
 NM0813
 NM0813;                    North         East    Units  Estimated Accuracy
 NM0813;SPC IA N     - 1,155,360.    1,252,000.      MT  (+/- 180 meters Scaled)
 NM0813
 NM0813                          SUPERSEDED SURVEY CONTROL
 NM0813
 NM0813  NGVD 29 (??/??/92)  348.595  (m)         1143.68   (f) ADJ UNCH    1 2
 NM0813
 NM0813.Superseded values are not recommended for survey control.
 NM0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0813.See file dsdata.txt to determine how the superseded data were derived.
 NM0813
 NM0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN013480(NAD 83)
 NM0813_MARKER: DB = BENCH MARK DISK
 NM0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0813_STAMPING: N 154 1949
 NM0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0813+STABILITY: SURFACE MOTION
 NM0813
 NM0813  HISTORY     - Date     Condition        Report By
 NM0813  HISTORY     - 1949     MONUMENTED       CGS
 NM0813
 NM0813                          STATION DESCRIPTION
 NM0813
 NM0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0813'2.7 MI NE FROM AKRON.
 NM0813'2.7 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0813'PACIFIC RAILROAD FROM THE RAILROAD STATION AT AKRON, 1 1/2 POLES
 NM0813'SOUTHWEST OF MILE-POST 15, 54.0 FEET NORTHEAST OF THE SECOND POLE
 NM0813'SOUTHWEST OF MILE-POST 15, 30.0 FEET NORTHWEST OF THE NORTHWEST
 NM0813'RAIL, 1.0 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 1.3 FEET
 NM0813'SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 NM0813'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0435 ***********************************************************************
 MH0435  DESIGNATION -  N 155
 MH0435  PID         -  MH0435
 MH0435  STATE/COUNTY-  IA/POLK
 MH0435  USGS QUAD   -  DES MOINES SW (1976)
 MH0435
 MH0435                         *CURRENT SURVEY CONTROL
 MH0435  ___________________________________________________________________
 MH0435* NAD 83(1986)-  41 33 32.     (N)    093 43 38.     (W)     SCALED    
 MH0435* NAVD 88     -       249.589  (meters)     818.86   (feet)  ADJUSTED  
 MH0435  ___________________________________________________________________
 MH0435  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 MH0435  DYNAMIC HT  -         249.480 (meters)     818.50  (feet)  COMP
 MH0435  MODELED GRAV-     980,183.8   (mgal)                       NAVD 88
 MH0435
 MH0435  VERT ORDER  -  FIRST     CLASS II
 MH0435
 MH0435.The horizontal coordinates were scaled from a topographic map and have
 MH0435.an estimated accuracy of +/- 6 seconds.
 MH0435
 MH0435.The orthometric height was determined by differential leveling
 MH0435.and adjusted by the National Geodetic Survey in June 1991..
 MH0435
 MH0435.The geoid height was determined by GEOID03.
 MH0435
 MH0435.The dynamic height is computed by dividing the NAVD 88
 MH0435.geopotential number by the normal gravity value computed on the
 MH0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0435.degrees latitude (g = 980.6199 gals.).
 MH0435
 MH0435.The modeled gravity was interpolated from observed gravity values.
 MH0435
 MH0435;                    North         East    Units  Estimated Accuracy
 MH0435;SPC IA S     -   173,140.      481,050.      MT  (+/- 180 meters Scaled)
 MH0435
 MH0435                          SUPERSEDED SURVEY CONTROL
 MH0435
 MH0435  NGVD 29 (??/??/92)  249.538  (m)          818.69   (f) ADJ UNCH    1 2
 MH0435
 MH0435.Superseded values are not recommended for survey control.
 MH0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0435.See file dsdata.txt to determine how the superseded data were derived.
 MH0435
 MH0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG393010(NAD 83)
 MH0435_MARKER: DB = BENCH MARK DISK
 MH0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0435_SP_SET: BRIDGE ABUTMENT
 MH0435_STAMPING: N 155 1950
 MH0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0435
 MH0435  HISTORY     - Date     Condition        Report By
 MH0435  HISTORY     - 1950     MONUMENTED       CGS
 MH0435
 MH0435                          STATION DESCRIPTION
 MH0435
 MH0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0435'1.4 MI SW FROM DES MOINES.
 MH0435'1.4 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0435'RAILROAD FROM THE STATION AT WEST DES MOINES, 13 RAILS NORTHEAST
 MH0435'OF MILEPOST 364, 5.8 FEET NORTHWEST OF THE NORTHWEST RAIL,
 MH0435'SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT
 MH0435'OF BRIDGE 3639, 1 FOOT BELOW THE LEVEL OF THE TRACK.  THIS MARK
 MH0435'IS 1.1 MILES NORTHEAST OF BENCH MARK P 155.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0307 ***********************************************************************
 LF0307  DESIGNATION -  N 156
 LF0307  PID         -  LF0307
 LF0307  STATE/COUNTY-  IA/FREMONT
 LF0307  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF0307
 LF0307                         *CURRENT SURVEY CONTROL
 LF0307  ___________________________________________________________________
 LF0307* NAD 83(1986)-  40 47 08.     (N)    095 26 29.     (W)     SCALED    
 LF0307* NAVD 88     -       330.392  (meters)    1083.96   (feet)  ADJUSTED  
 LF0307  ___________________________________________________________________
 LF0307  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LF0307  DYNAMIC HT  -         330.215 (meters)    1083.38  (feet)  COMP
 LF0307  MODELED GRAV-     980,081.2   (mgal)                       NAVD 88
 LF0307
 LF0307  VERT ORDER  -  SECOND    CLASS 0
 LF0307
 LF0307.The horizontal coordinates were scaled from a topographic map and have
 LF0307.an estimated accuracy of +/- 6 seconds.
 LF0307
 LF0307.The orthometric height was determined by differential leveling
 LF0307.and adjusted by the National Geodetic Survey in June 1991..
 LF0307
 LF0307.The geoid height was determined by GEOID03.
 LF0307
 LF0307.The dynamic height is computed by dividing the NAVD 88
 LF0307.geopotential number by the normal gravity value computed on the
 LF0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0307.degrees latitude (g = 980.6199 gals.).
 LF0307
 LF0307.The modeled gravity was interpolated from observed gravity values.
 LF0307
 LF0307;                    North         East    Units  Estimated Accuracy
 LF0307;SPC IA S     -    89,060.      336,150.      MT  (+/- 180 meters Scaled)
 LF0307
 LF0307                          SUPERSEDED SURVEY CONTROL
 LF0307
 LF0307  NGVD 29 (??/??/92)  330.278  (m)         1083.59   (f) ADJ UNCH    2 0
 LF0307
 LF0307.Superseded values are not recommended for survey control.
 LF0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0307.See file dsdata.txt to determine how the superseded data were derived.
 LF0307
 LF0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF940178(NAD 83)
 LF0307_MARKER: DB = BENCH MARK DISK
 LF0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0307_STAMPING: N 156 1949
 LF0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0307+STABILITY: SURFACE MOTION
 LF0307
 LF0307  HISTORY     - Date     Condition        Report By
 LF0307  HISTORY     - 1949     MONUMENTED       CGS
 LF0307
 LF0307                          STATION DESCRIPTION
 LF0307
 LF0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0307'4.2 MI NW FROM SHENANDOAH.
 LF0307'3.2 MILES WEST ALONG STATE HIGHWAY 2 FROM ITS INTERSECTION
 LF0307'WITH U.S. HIGHWAY 59 AND STATE HIGHWAY 48 AT THE WEST EDGE
 LF0307'OF SHENANDOAH, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, AT A
 LF0307'ROAD INTERSECTION, 34 FEET NORTH OF THE CENTER LINE OF THE EAST
 LF0307'AND WEST ROAD, 40 FEET WEST OF THE CENTER LINE OF THE NORTH AND
 LF0307'SOUTH ROAD, 300 FEET NORTHEAST OF A FARMHOUSE, 9.0 FEET WEST
 LF0307'OF A TELEPHONE POLE, 1.5 FEET WEST OF A WITNESS POST, SET IN
 LF0307'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 LF0307'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0895 ***********************************************************************
 LF0895  DESIGNATION -  N 157
 LF0895  PID         -  LF0895
 LF0895  STATE/COUNTY-  IA/FREMONT
 LF0895  USGS QUAD   -  SIDNEY (1981)
 LF0895
 LF0895                         *CURRENT SURVEY CONTROL
 LF0895  ___________________________________________________________________
 LF0895* NAD 83(1986)-  40 39 32.     (N)    095 38 57.     (W)     SCALED    
 LF0895* NAVD 88     -       307.976  (meters)    1010.42   (feet)  ADJUSTED  
 LF0895  ___________________________________________________________________
 LF0895  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LF0895  DYNAMIC HT  -         307.813 (meters)    1009.88  (feet)  COMP
 LF0895  MODELED GRAV-     980,087.4   (mgal)                       NAVD 88
 LF0895
 LF0895  VERT ORDER  -  SECOND    CLASS 0
 LF0895
 LF0895.The horizontal coordinates were scaled from a topographic map and have
 LF0895.an estimated accuracy of +/- 6 seconds.
 LF0895
 LF0895.The orthometric height was determined by differential leveling
 LF0895.and adjusted by the National Geodetic Survey in June 1991..
 LF0895
 LF0895.The geoid height was determined by GEOID03.
 LF0895
 LF0895.The dynamic height is computed by dividing the NAVD 88
 LF0895.geopotential number by the normal gravity value computed on the
 LF0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0895.degrees latitude (g = 980.6199 gals.).
 LF0895
 LF0895.The modeled gravity was interpolated from observed gravity values.
 LF0895
 LF0895;                    North         East    Units  Estimated Accuracy
 LF0895;SPC IA S     -    75,410.      318,270.      MT  (+/- 180 meters Scaled)
 LF0895
 LF0895                          SUPERSEDED SURVEY CONTROL
 LF0895
 LF0895  NGVD 29 (??/??/92)  307.876  (m)         1010.09   (f) ADJ UNCH    2 0
 LF0895
 LF0895.Superseded values are not recommended for survey control.
 LF0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0895.See file dsdata.txt to determine how the superseded data were derived.
 LF0895
 LF0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF760042(NAD 83)
 LF0895_MARKER: DB = BENCH MARK DISK
 LF0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0895_STAMPING: N 157 1949
 LF0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0895+STABILITY: SURFACE MOTION
 LF0895
 LF0895  HISTORY     - Date     Condition        Report By
 LF0895  HISTORY     - 1949     MONUMENTED       CGS
 LF0895  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0895
 LF0895                          STATION DESCRIPTION
 LF0895
 LF0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0895'3.7 MI N FROM HAMBURG.
 LF0895'3.7 MILES NORTH ALONG U.S. HIGHWAY 275 FROM THE CITY PART AT
 LF0895'HAMBURG, 122 YARDS NORTH OF THE CENTER LINE OF A DIRT CROSSROAD,
 LF0895'40 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE, 30.5
 LF0895'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 9.0 FEET WEST OF A
 LF0895'TELEPHONE POLE, 1.6 FEET WEST OF A YARD FENCE, 1.6 FEET SOUTH
 LF0895'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LF0895'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LF0895
 LF0895                          STATION RECOVERY (1976)
 LF0895
 LF0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0421 ***********************************************************************
 NL0421  DESIGNATION -  N 158
 NL0421  PID         -  NL0421
 NL0421  STATE/COUNTY-  IA/MONONA
 NL0421  USGS QUAD   -  CASTANA (1982)
 NL0421
 NL0421                         *CURRENT SURVEY CONTROL
 NL0421  ___________________________________________________________________
 NL0421* NAD 83(1986)-  42 01 10.     (N)    095 58 02.     (W)     SCALED    
 NL0421* NAVD 88     -       321.358  (meters)    1054.32   (feet)  ADJUSTED  
 NL0421  ___________________________________________________________________
 NL0421  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 NL0421  DYNAMIC HT  -         321.238 (meters)    1053.93  (feet)  COMP
 NL0421  MODELED GRAV-     980,238.3   (mgal)                       NAVD 88
 NL0421
 NL0421  VERT ORDER  -  SECOND    CLASS 0
 NL0421
 NL0421.The horizontal coordinates were scaled from a topographic map and have
 NL0421.an estimated accuracy of +/- 6 seconds.
 NL0421
 NL0421.The orthometric height was determined by differential leveling
 NL0421.and adjusted by the National Geodetic Survey in June 1991..
 NL0421
 NL0421.The geoid height was determined by GEOID03.
 NL0421
 NL0421.The dynamic height is computed by dividing the NAVD 88
 NL0421.geopotential number by the normal gravity value computed on the
 NL0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0421.degrees latitude (g = 980.6199 gals.).
 NL0421
 NL0421.The modeled gravity was interpolated from observed gravity values.
 NL0421
 NL0421;                    North         East    Units  Estimated Accuracy
 NL0421;SPC IA N     - 1,060,680.    1,295,680.      MT  (+/- 180 meters Scaled)
 NL0421
 NL0421                          SUPERSEDED SURVEY CONTROL
 NL0421
 NL0421  NGVD 29 (??/??/92)  321.209  (m)         1053.83   (f) ADJ UNCH    2 0
 NL0421
 NL0421.Superseded values are not recommended for survey control.
 NL0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0421.See file dsdata.txt to determine how the superseded data were derived.
 NL0421
 NL0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG543561(NAD 83)
 NL0421_MARKER: DB = BENCH MARK DISK
 NL0421_SETTING: 0 = UNSPECIFIED SETTING
 NL0421_STAMPING: N 158 1949
 NL0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0421
 NL0421  HISTORY     - Date     Condition        Report By
 NL0421  HISTORY     - 1949     MONUMENTED       CGS
 NL0421  HISTORY     - 1974     GOOD             NGS
 NL0421  HISTORY     - 1977     GOOD             NGS
 NL0421
 NL0421                          STATION DESCRIPTION
 NL0421
 NL0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0421'AT TURIN.
 NL0421'AT TURIN, 1.0 FOOT EAST OF THE SOUTH ENTRANCE TO THE TURIN SAVINGS
 NL0421'BANK, WHICH IS NOW THE TURIN INN, SET VERTICALLY 4.5 FEET ABOVE
 NL0421'THE GROUND.
 NL0421
 NL0421                          STATION RECOVERY (1974)
 NL0421
 NL0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NL0421'RECOVERED IN GOOD CONDITION.
 NL0421
 NL0421                          STATION RECOVERY (1977)
 NL0421
 NL0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NL0421'IT WAS REQUESTED THAT THIS MARK BE MOVED AS THE OWNER OF THE OLD
 NL0421'BUILDING PLANS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3900 ***********************************************************************
 AA3900  DESIGNATION -  N 158 RESET
 AA3900  PID         -  AA3900
 AA3900  STATE/COUNTY-  IA/MONONA
 AA3900  USGS QUAD   -  CASTANA (1982)
 AA3900
 AA3900                         *CURRENT SURVEY CONTROL
 AA3900  ___________________________________________________________________
 AA3900* NAD 83(1986)-  42 01 10.     (N)    095 58 02.     (W)     SCALED    
 AA3900* NAVD 88     -       320.10   (+/-2cm)    1050.2    (feet)  VERTCON   
 AA3900  ___________________________________________________________________
 AA3900  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AA3900
 AA3900  VERT ORDER  -  THIRD (See Below)
 AA3900
 AA3900.The horizontal coordinates were scaled from a topographic map and have
 AA3900.an estimated accuracy of +/- 6 seconds.
 AA3900
 AA3900.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3900.The vertical order pertains to the NGVD 29 superseded value.
 AA3900
 AA3900.The geoid height was determined by GEOID03.
 AA3900
 AA3900;                    North         East    Units  Estimated Accuracy
 AA3900;SPC IA N     - 1,060,680.    1,295,680.      MT  (+/- 180 meters Scaled)
 AA3900
 AA3900                          SUPERSEDED SURVEY CONTROL
 AA3900
 AA3900  NGVD 29 (05/12/04)  319.95   (m)         1049.7    (f) RESET       3  
 AA3900
 AA3900.Superseded values are not recommended for survey control.
 AA3900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3900.See file dsdata.txt to determine how the superseded data were derived.
 AA3900
 AA3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG543561(NAD 83)
 AA3900_MARKER: DV = VERTICAL CONTROL DISK
 AA3900_SETTING: 0 = UNSPECIFIED SETTING
 AA3900_STAMPING: N 158 RESET
 AA3900_MARK LOGO: NGS   
 AA3900_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3900
 AA3900  HISTORY     - Date     Condition        Report By
 AA3900  HISTORY     - 1977     MONUMENTED       NGS
 AA3900
 AA3900                          STATION DESCRIPTION
 AA3900
 AA3900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AA3900'IN TURIN, 105 FEET (32.0 M) WEST-SOUTHWEST OF SOUTHWEST CORNER OF THE
 AA3900'TURIN COMMUNITY BUILDING, 33.5 FEET (10.2 M) NORTH OF CENTERLINE OF
 AA3900'STATE HIGHWAY 175, 1.1 FEET (0.3 M) EAST OF A METAL ROD IRON FENCE
 AA3900'CORNER POST AT THE SOUTHEAST CORNER OF MR.  NORMAN MILLERS YARD, 0.7
 AA3900'FOOT (21.3 CM) NORTH OF NORTH EDGE OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1028 ***********************************************************************
 MJ1028  DESIGNATION -  N 159
 MJ1028  PID         -  MJ1028
 MJ1028  STATE/COUNTY-  IA/MONONA
 MJ1028  USGS QUAD   -  MOORHEAD (1971)
 MJ1028
 MJ1028                         *CURRENT SURVEY CONTROL
 MJ1028  ___________________________________________________________________
 MJ1028* NAD 83(1986)-  41 59 33.     (N)    095 47 31.     (W)     SCALED    
 MJ1028* NAVD 88     -       356.014  (meters)    1168.02   (feet)  ADJUSTED  
 MJ1028  ___________________________________________________________________
 MJ1028  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 MJ1028  DYNAMIC HT  -         355.874 (meters)    1167.56  (feet)  COMP
 MJ1028  MODELED GRAV-     980,219.2   (mgal)                       NAVD 88
 MJ1028
 MJ1028  VERT ORDER  -  SECOND    CLASS 0
 MJ1028
 MJ1028.The horizontal coordinates were scaled from a topographic map and have
 MJ1028.an estimated accuracy of +/- 6 seconds.
 MJ1028
 MJ1028.The orthometric height was determined by differential leveling
 MJ1028.and adjusted by the National Geodetic Survey in June 1991..
 MJ1028
 MJ1028.The geoid height was determined by GEOID03.
 MJ1028
 MJ1028.The dynamic height is computed by dividing the NAVD 88
 MJ1028.geopotential number by the normal gravity value computed on the
 MJ1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1028.degrees latitude (g = 980.6199 gals.).
 MJ1028
 MJ1028.The modeled gravity was interpolated from observed gravity values.
 MJ1028
 MJ1028;                    North         East    Units  Estimated Accuracy
 MJ1028;SPC IA N     - 1,057,280.    1,310,110.      MT  (+/- 180 meters Scaled)
 MJ1028
 MJ1028                          SUPERSEDED SURVEY CONTROL
 MJ1028
 MJ1028.No superseded survey control is available for this station.
 MJ1028
 MJ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG687527(NAD 83)
 MJ1028_MARKER: DB = BENCH MARK DISK
 MJ1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ1028_STAMPING: N 159 1949
 MJ1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1028+STABILITY: SURFACE MOTION
 MJ1028
 MJ1028  HISTORY     - Date     Condition        Report By
 MJ1028  HISTORY     - 1949     MONUMENTED       CGS
 MJ1028
 MJ1028                          STATION DESCRIPTION
 MJ1028
 MJ1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ1028'1 MI W FROM SOLDIER.
 MJ1028'1.0 MILE WEST ALONG IOWA STATE HIGHWAY 37 FROM THE CHICAGO AND
 MJ1028'NORTH WESTERN RAILWAY STATION AT SOLDIER, 84 FEET SOUTH OF THE
 MJ1028'SOUTHEAST CORNER OF A LARGE WHITE FARMHOUSE, 49 FEET NORTHEAST
 MJ1028'OF THE CENTER LINE OF THE HIGHWAY, 9.4 FEET WEST OF THE WEST
 MJ1028'END OF A STEEL GATE, 9.4 FEET NORTHEAST OF A 12-INCH RED CEDAR
 MJ1028'TREE, 1.3 FEET SOUTH OF A YARD FENCE, 1.3 FEET WEST OF A REFERENCE
 MJ1028'POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST WHICH IS
 MJ1028'SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0553 ***********************************************************************
 OP0553  DESIGNATION -  N 16
 OP0553  PID         -  OP0553
 OP0553  STATE/COUNTY-  IA/O BRIEN
 OP0553  USGS QUAD   -  SHELDON (1964)
 OP0553
 OP0553                         *CURRENT SURVEY CONTROL
 OP0553  ___________________________________________________________________
 OP0553* NAD 83(1986)-  43 12 40.     (N)    095 50 27.     (W)     SCALED    
 OP0553* NAVD 88     -       431.207  (meters)    1414.72   (feet)  ADJUSTED  
 OP0553  ___________________________________________________________________
 OP0553  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 OP0553  DYNAMIC HT  -         431.088 (meters)    1414.33  (feet)  COMP
 OP0553  MODELED GRAV-     980,331.0   (mgal)                       NAVD 88
 OP0553
 OP0553  VERT ORDER  -  SECOND    CLASS 0
 OP0553
 OP0553.The horizontal coordinates were scaled from a topographic map and have
 OP0553.an estimated accuracy of +/- 6 seconds.
 OP0553
 OP0553.The orthometric height was determined by differential leveling
 OP0553.and adjusted by the National Geodetic Survey in June 1991..
 OP0553
 OP0553.The geoid height was determined by GEOID03.
 OP0553
 OP0553.The dynamic height is computed by dividing the NAVD 88
 OP0553.geopotential number by the normal gravity value computed on the
 OP0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0553.degrees latitude (g = 980.6199 gals.).
 OP0553
 OP0553.The modeled gravity was interpolated from observed gravity values.
 OP0553
 OP0553;                    North         East    Units  Estimated Accuracy
 OP0553;SPC IA N     - 1,192,700.    1,309,810.      MT  (+/- 180 meters Scaled)
 OP0553
 OP0553                          SUPERSEDED SURVEY CONTROL
 OP0553
 OP0553  NGVD 29 (??/??/92)  431.021  (m)         1414.11   (f) ADJ UNCH    2 0
 OP0553
 OP0553.Superseded values are not recommended for survey control.
 OP0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0553.See file dsdata.txt to determine how the superseded data were derived.
 OP0553
 OP0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH692881(NAD 83)
 OP0553_MARKER: DB = BENCH MARK DISK
 OP0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0553_STAMPING: N 16 1934
 OP0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0553+STABILITY: SURFACE MOTION
 OP0553
 OP0553  HISTORY     - Date     Condition        Report By
 OP0553  HISTORY     - 1934     MONUMENTED       CGS
 OP0553  HISTORY     - 1964     MARK NOT FOUND   USGS
 OP0553
 OP0553                          STATION DESCRIPTION
 OP0553
 OP0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0553'2.6 MI N FROM SHELDON.
 OP0553'2.6 MILES NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 OP0553'RAILWAY FROM THE STATION AT SHELDON, OBRIEN COUNTY, 350 FEET SOUTH OF
 OP0553'MILEPOST 209, 44.8 FEET EAST OF THE EAST RAIL, AND 2.6 FEET WEST OF
 OP0553'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 16 1934 AND SET IN
 OP0553'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OP0553
 OP0553                          STATION RECOVERY (1964)
 OP0553
 OP0553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OP0553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0128 ***********************************************************************
 MK0128  DESIGNATION -  N 160
 MK0128  PID         -  MK0128
 MK0128  STATE/COUNTY-  IA/MONONA
 MK0128  USGS QUAD   -  BLENCOE (1970)
 MK0128
 MK0128                         *CURRENT SURVEY CONTROL
 MK0128  ___________________________________________________________________
 MK0128* NAD 83(1986)-  41 53 34.     (N)    096 01 18.     (W)     SCALED    
 MK0128* NAVD 88     -       315.955  (meters)    1036.60   (feet)  ADJUSTED  
 MK0128  ___________________________________________________________________
 MK0128  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 MK0128  DYNAMIC HT  -         315.833 (meters)    1036.20  (feet)  COMP
 MK0128  MODELED GRAV-     980,229.5   (mgal)                       NAVD 88
 MK0128
 MK0128  VERT ORDER  -  SECOND    CLASS 0
 MK0128
 MK0128.The horizontal coordinates were scaled from a topographic map and have
 MK0128.an estimated accuracy of +/- 6 seconds.
 MK0128
 MK0128.The orthometric height was determined by differential leveling
 MK0128.and adjusted by the National Geodetic Survey in June 1991..
 MK0128
 MK0128.The geoid height was determined by GEOID03.
 MK0128
 MK0128.The dynamic height is computed by dividing the NAVD 88
 MK0128.geopotential number by the normal gravity value computed on the
 MK0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0128.degrees latitude (g = 980.6199 gals.).
 MK0128
 MK0128.The modeled gravity was interpolated from observed gravity values.
 MK0128
 MK0128;                    North         East    Units  Estimated Accuracy
 MK0128;SPC IA N     - 1,046,750.    1,290,750.      MT  (+/- 180 meters Scaled)
 MK0128
 MK0128                          SUPERSEDED SURVEY CONTROL
 MK0128
 MK0128  NGVD 29 (??/??/92)  315.808  (m)         1036.11   (f) ADJ UNCH    2 0
 MK0128
 MK0128.Superseded values are not recommended for survey control.
 MK0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0128.See file dsdata.txt to determine how the superseded data were derived.
 MK0128
 MK0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM470421(NAD 83)
 MK0128_MARKER: DB = BENCH MARK DISK
 MK0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0128_STAMPING: N 160 1949
 MK0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0128+STABILITY: SURFACE MOTION
 MK0128
 MK0128  HISTORY     - Date     Condition        Report By
 MK0128  HISTORY     - 1949     MONUMENTED       CGS
 MK0128  HISTORY     - 1981     GOOD             LOCENG
 MK0128
 MK0128                          STATION DESCRIPTION
 MK0128
 MK0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0128'6 MI NE FROM LITTLE SIOUX.
 MK0128'1.2 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 MK0128'LITTLE SIOUX, THENCE 0.25 MILE EAST ALONG A GRADED DIRT ROAD,
 MK0128'THENCE 4.5 MILES NORTH ALONG A GRADED DIRT ROAD, AT THE JUNCTION
 MK0128'OF A DIRT ROAD LEADING WEST, 57 FEET NORTH OF THE CENTER LINE
 MK0128'OF THE ROAD LEADING WEST, 37 FEET WEST OF THE CENTER LINE OF THE
 MK0128'ROAD LEADING NORTH, 1.5 FEET WEST OF A WIRE FENCE, 1.0 FOOT
 MK0128'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 MK0128'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MK0128
 MK0128                          STATION RECOVERY (1981)
 MK0128
 MK0128'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MK0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0273 ***********************************************************************
 LF0273  DESIGNATION -  N 161 RESET
 LF0273  PID         -  LF0273
 LF0273  STATE/COUNTY-  IA/PAGE
 LF0273  USGS QUAD   -  SHENANDOAH EAST (1978)
 LF0273
 LF0273                         *CURRENT SURVEY CONTROL
 LF0273  ___________________________________________________________________
 LF0273* NAD 83(1986)-  40 49 14.     (N)    095 19 15.     (W)     SCALED    
 LF0273* NAVD 88     -       302.42   (meters)     992.2    (feet)  RESET     
 LF0273  ___________________________________________________________________
 LF0273  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LF0273
 LF0273  VERT ORDER  -  THIRD
 LF0273
 LF0273.The horizontal coordinates were scaled from a topographic map and have
 LF0273.an estimated accuracy of +/- 6 seconds.
 LF0273
 LF0273.The orthometric height was computed from unverified reset data.
 LF0273
 LF0273.The geoid height was determined by GEOID03.
 LF0273
 LF0273;                    North         East    Units  Estimated Accuracy
 LF0273;SPC IA S     -    92,730.      346,410.      MT  (+/- 180 meters Scaled)
 LF0273
 LF0273                          SUPERSEDED SURVEY CONTROL
 LF0273
 LF0273.No superseded survey control is available for this station.
 LF0273
 LF0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF042214(NAD 83)
 LF0273_MARKER: DD = SURVEY DISK
 LF0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0273_SP_SET: CURB
 LF0273_STAMPING: N 161 RESET 1969
 LF0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0273
 LF0273  HISTORY     - Date     Condition        Report By
 LF0273  HISTORY     - 1969     MONUMENTED       LOCENG
 LF0273  HISTORY     - 1973     GOOD             NGS
 LF0273
 LF0273                          STATION DESCRIPTION
 LF0273
 LF0273'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 LF0273'1.1 MI SW FROM ESSEX.
 LF0273'ABOUT 1.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND
 LF0273'QUINCY RAILWAY FROM THE STATION AT ESSEX, SET IN THE CURB OVER
 LF0273'THE NORTH PIER OF A CONCRETE SLAB BRIDGE, 23.3 FEET LEFT OF
 LF0273'HIGHWAY 48 STATION 222+65.
 LF0273
 LF0273                          STATION RECOVERY (1973)
 LF0273
 LF0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LF0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0006 ***********************************************************************
 MJ0006  DESIGNATION -  N 162
 MJ0006  PID         -  MJ0006
 MJ0006  STATE/COUNTY-  IA/GUTHRIE
 MJ0006  USGS QUAD   -  MENLO (1982)
 MJ0006
 MJ0006                         *CURRENT SURVEY CONTROL
 MJ0006  ___________________________________________________________________
 MJ0006* NAD 83(1986)-  41 31 06.     (N)    094 26 14.     (W)     SCALED    
 MJ0006* NAVD 88     -       391.526  (meters)    1284.53   (feet)  ADJUSTED  
 MJ0006  ___________________________________________________________________
 MJ0006  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 MJ0006  DYNAMIC HT  -         391.374 (meters)    1284.03  (feet)  COMP
 MJ0006  MODELED GRAV-     980,222.5   (mgal)                       NAVD 88
 MJ0006
 MJ0006  VERT ORDER  -  FIRST     CLASS II
 MJ0006
 MJ0006.The horizontal coordinates were scaled from a topographic map and have
 MJ0006.an estimated accuracy of +/- 6 seconds.
 MJ0006
 MJ0006.The orthometric height was determined by differential leveling
 MJ0006.and adjusted by the National Geodetic Survey in June 1991..
 MJ0006
 MJ0006.The geoid height was determined by GEOID03.
 MJ0006
 MJ0006.The dynamic height is computed by dividing the NAVD 88
 MJ0006.geopotential number by the normal gravity value computed on the
 MJ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0006.degrees latitude (g = 980.6199 gals.).
 MJ0006
 MJ0006.The modeled gravity was interpolated from observed gravity values.
 MJ0006
 MJ0006;                    North         East    Units  Estimated Accuracy
 MJ0006;SPC IA S     -   169,030.      421,770.      MT  (+/- 180 meters Scaled)
 MJ0006
 MJ0006                          SUPERSEDED SURVEY CONTROL
 MJ0006
 MJ0006  NGVD 29 (??/??/92)  391.474  (m)         1284.36   (f) ADJ UNCH    1 2
 MJ0006
 MJ0006.Superseded values are not recommended for survey control.
 MJ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0006.See file dsdata.txt to determine how the superseded data were derived.
 MJ0006
 MJ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF800972(NAD 83)
 MJ0006_MARKER: DB = BENCH MARK DISK
 MJ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0006_STAMPING: N 162 1950
 MJ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0006+STABILITY: SURFACE MOTION
 MJ0006
 MJ0006  HISTORY     - Date     Condition        Report By
 MJ0006  HISTORY     - 1950     MONUMENTED       CGS
 MJ0006  HISTORY     - 1972     GOOD             IAHD
 MJ0006
 MJ0006                          STATION DESCRIPTION
 MJ0006
 MJ0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0006'1.8 MI W FROM MENLO.
 MJ0006'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT MENLO,
 MJ0006'THENCE 1.65 MILES WEST ALONG U.S. HIGHWAY 6, ON THE SIDE OF A
 MJ0006'HILL, 0.25 MILE EAST OF A CONCRETE BRIDGE, 84 FEET NORTHWEST OF
 MJ0006'HIGHWAY STATION 647, 66.5 FEET NORTH OF THE CENTER LINE OF THE
 MJ0006'HIGHWAY, 36 FEET NORTH OF A POWER POLE, 41 FEET NORTHWEST OF A
 MJ0006'FENCE CORNER, 28 FEET WEST OF ANOTHER FENCE CORNER, 2 FEET WEST
 MJ0006'OF A FENCE, 1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MJ0006'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MJ0006
 MJ0006                          STATION RECOVERY (1972)
 MJ0006
 MJ0006'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1972
 MJ0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0197 ***********************************************************************
 MJ0197  DESIGNATION -  N 163
 MJ0197  PID         -  MJ0197
 MJ0197  STATE/COUNTY-  IA/GUTHRIE
 MJ0197  USGS QUAD   -  ADAIR NORTH (1971)
 MJ0197
 MJ0197                         *CURRENT SURVEY CONTROL
 MJ0197  ___________________________________________________________________
 MJ0197* NAD 83(1986)-  41 31 06.     (N)    094 37 42.     (W)     SCALED    
 MJ0197* NAVD 88     -       408.663  (meters)    1340.76   (feet)  ADJUSTED  
 MJ0197  ___________________________________________________________________
 MJ0197  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 MJ0197  DYNAMIC HT  -         408.514 (meters)    1340.27  (feet)  COMP
 MJ0197  MODELED GRAV-     980,246.3   (mgal)                       NAVD 88
 MJ0197
 MJ0197  VERT ORDER  -  FIRST     CLASS II
 MJ0197
 MJ0197.The horizontal coordinates were scaled from a topographic map and have
 MJ0197.an estimated accuracy of +/- 6 seconds.
 MJ0197
 MJ0197.The orthometric height was determined by differential leveling
 MJ0197.and adjusted by the National Geodetic Survey in June 1991..
 MJ0197
 MJ0197.The geoid height was determined by GEOID03.
 MJ0197
 MJ0197.The dynamic height is computed by dividing the NAVD 88
 MJ0197.geopotential number by the normal gravity value computed on the
 MJ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0197.degrees latitude (g = 980.6199 gals.).
 MJ0197
 MJ0197.The modeled gravity was interpolated from observed gravity values.
 MJ0197
 MJ0197;                    North         East    Units  Estimated Accuracy
 MJ0197;SPC IA S     -   169,220.      405,820.      MT  (+/- 180 meters Scaled)
 MJ0197
 MJ0197                          SUPERSEDED SURVEY CONTROL
 MJ0197
 MJ0197  NGVD 29 (??/??/92)  408.617  (m)         1340.60   (f) ADJ UNCH    1 2
 MJ0197
 MJ0197.Superseded values are not recommended for survey control.
 MJ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0197.See file dsdata.txt to determine how the superseded data were derived.
 MJ0197
 MJ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF641975(NAD 83)
 MJ0197_MARKER: DB = BENCH MARK DISK
 MJ0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0197_STAMPING: N 163 1950
 MJ0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0197+STABILITY: SURFACE MOTION
 MJ0197
 MJ0197  HISTORY     - Date     Condition        Report By
 MJ0197  HISTORY     - 1950     MONUMENTED       CGS
 MJ0197
 MJ0197                          STATION DESCRIPTION
 MJ0197
 MJ0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0197'1.9 MI NE FROM ADAIR.
 MJ0197'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE CITY WATER TOWER
 MJ0197'AT ADAIR, AT A T ROAD JUNCTION, 91 FEET WEST OF THE CENTER LINE
 MJ0197'OF A ROAD LEADING SOUTH, 42 FEET SOUTH OF THE CENTER LINE OF THE
 MJ0197'HIGHWAY, 72 FEET WEST OF A FENCE CORNER, 64 FEET SOUTHEAST OF
 MJ0197'HIGHWAY STATION 88, 55 FEET SOUTHWEST OF A POWER POLE, 1 FOOT NORTH
 MJ0197'OF A FENCE, 2.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 MJ0197'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0534 ***********************************************************************
 OP0534  DESIGNATION -  N 17
 OP0534  PID         -  OP0534
 OP0534  STATE/COUNTY-  IA/O BRIEN
 OP0534  USGS QUAD   -  SANBORN (1964)
 OP0534
 OP0534                         *CURRENT SURVEY CONTROL
 OP0534  ___________________________________________________________________
 OP0534* NAD 83(1986)-  43 10 45.     (N)    095 40 59.     (W)     SCALED    
 OP0534* NAVD 88     -       460.967  (meters)    1512.36   (feet)  ADJUSTED  
 OP0534  ___________________________________________________________________
 OP0534  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 OP0534  DYNAMIC HT  -         460.824 (meters)    1511.89  (feet)  COMP
 OP0534  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 OP0534
 OP0534  VERT ORDER  -  SECOND    CLASS 0
 OP0534
 OP0534.The horizontal coordinates were scaled from a topographic map and have
 OP0534.an estimated accuracy of +/- 6 seconds.
 OP0534
 OP0534.The orthometric height was determined by differential leveling
 OP0534.and adjusted by the National Geodetic Survey in June 1991..
 OP0534
 OP0534.The geoid height was determined by GEOID03.
 OP0534
 OP0534.The dynamic height is computed by dividing the NAVD 88
 OP0534.geopotential number by the normal gravity value computed on the
 OP0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0534.degrees latitude (g = 980.6199 gals.).
 OP0534
 OP0534.The modeled gravity was interpolated from observed gravity values.
 OP0534
 OP0534;                    North         East    Units  Estimated Accuracy
 OP0534;SPC IA N     - 1,188,810.    1,322,530.      MT  (+/- 180 meters Scaled)
 OP0534
 OP0534                          SUPERSEDED SURVEY CONTROL
 OP0534
 OP0534  NGVD 29 (??/??/92)  460.774  (m)         1511.72   (f) ADJ UNCH    2 0
 OP0534
 OP0534.Superseded values are not recommended for survey control.
 OP0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0534.See file dsdata.txt to determine how the superseded data were derived.
 OP0534
 OP0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH819842(NAD 83)
 OP0534_MARKER: DB = BENCH MARK DISK
 OP0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0534_STAMPING: N 17 1934
 OP0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0534+STABILITY: SURFACE MOTION
 OP0534
 OP0534  HISTORY     - Date     Condition        Report By
 OP0534  HISTORY     - 1934     MONUMENTED       CGS
 OP0534  HISTORY     - 1942     GOOD             NGS
 OP0534
 OP0534                          STATION DESCRIPTION
 OP0534
 OP0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OP0534'1.4 MI W FROM SANBORN.
 OP0534'1.4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0534'RAILROAD FROM THE STATION AT SANBORN, OBRIEN COUNTY, 0.3 MILE EAST OF
 OP0534'A WATER TANK, 70.0 FEET SOUTHEAST OF A SECTION-ROAD CROSSING, 45.0
 OP0534'FEET SOUTH OF THE SOUTH RAIL, 14 FEET EAST OF A RIGHT-OF-WAY FENCE
 OP0534'CORNER, AND 1.2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED N 17
 OP0534'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 OP0534'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0117 ***********************************************************************
 NJ0117  DESIGNATION -  N 175
 NJ0117  PID         -  NJ0117
 NJ0117  STATE/COUNTY-  IA/JACKSON
 NJ0117  USGS QUAD   -  GREEN ISLAND (1975)
 NJ0117
 NJ0117                         *CURRENT SURVEY CONTROL
 NJ0117  ___________________________________________________________________
 NJ0117* NAD 83(1986)-  42 10 52.     (N)    090 21 16.     (W)     SCALED    
 NJ0117* NAVD 88     -       183.522  (meters)     602.11   (feet)  ADJUSTED  
 NJ0117  ___________________________________________________________________
 NJ0117  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 NJ0117  DYNAMIC HT  -         183.460 (meters)     601.90  (feet)  COMP
 NJ0117  MODELED GRAV-     980,285.9   (mgal)                       NAVD 88
 NJ0117
 NJ0117  VERT ORDER  -  FIRST     CLASS I
 NJ0117
 NJ0117.The horizontal coordinates were scaled from a topographic map and have
 NJ0117.an estimated accuracy of +/- 6 seconds.
 NJ0117
 NJ0117.The orthometric height was determined by differential leveling
 NJ0117.and adjusted by the National Geodetic Survey in June 1991..
 NJ0117
 NJ0117.The geoid height was determined by GEOID03.
 NJ0117
 NJ0117.The dynamic height is computed by dividing the NAVD 88
 NJ0117.geopotential number by the normal gravity value computed on the
 NJ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0117.degrees latitude (g = 980.6199 gals.).
 NJ0117
 NJ0117.The modeled gravity was interpolated from observed gravity values.
 NJ0117
 NJ0117;                    North         East    Units  Estimated Accuracy
 NJ0117;SPC IA N     - 1,080,490.    1,759,810.      MT  (+/- 180 meters Scaled)
 NJ0117
 NJ0117                          SUPERSEDED SURVEY CONTROL
 NJ0117
 NJ0117  NGVD 29 (??/??/92)  183.556  (m)          602.22   (f) ADJ UNCH    1 1
 NJ0117
 NJ0117.Superseded values are not recommended for survey control.
 NJ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0117.See file dsdata.txt to determine how the superseded data were derived.
 NJ0117
 NJ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG184732(NAD 83)
 NJ0117_MARKER: DB = BENCH MARK DISK
 NJ0117_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0117_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0117_STAMPING: N 175 1970
 NJ0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0117
 NJ0117  HISTORY     - Date     Condition        Report By
 NJ0117  HISTORY     - 1970     MONUMENTED       NGS
 NJ0117  HISTORY     - 1988     GOOD             USPSQD
 NJ0117  HISTORY     - 19940826 GOOD             USPSQD
 NJ0117  HISTORY     - 20010331 GOOD             NGS
 NJ0117
 NJ0117                          STATION DESCRIPTION
 NJ0117
 NJ0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0117'6.7 MI SE FROM BELLEVUE.
 NJ0117'ABOUT 6.7 MILES SOUTHEAST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0117'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, 52.5
 NJ0117'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 74 FEET
 NJ0117'SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD WHICH LEADS
 NJ0117'SOUTHWEST, 18 FEET NORTHWEST OF A 30-INCH COTTONWOOD TREE, 2.3
 NJ0117'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE
 NJ0117'LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE
 NJ0117'PROJECTING 2 INCHES.  SECTION 10, T85N, R5E.
 NJ0117
 NJ0117                          STATION RECOVERY (1988)
 NJ0117
 NJ0117'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0117'RECOVERED IN GOOD CONDITION.
 NJ0117
 NJ0117                          STATION RECOVERY (1994)
 NJ0117
 NJ0117'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0117'RECOVERED IN GOOD CONDITION.
 NJ0117
 NJ0117                          STATION RECOVERY (2001)
 NJ0117
 NJ0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0117'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0354 ***********************************************************************
 NJ0354  DESIGNATION -  N 177
 NJ0354  PID         -  NJ0354
 NJ0354  STATE/COUNTY-  IA/DUBUQUE
 NJ0354  USGS QUAD   -  SHERRILL (1972)
 NJ0354
 NJ0354                         *CURRENT SURVEY CONTROL
 NJ0354  ___________________________________________________________________
 NJ0354* NAD 83(1986)-  42 33 37.     (N)    090 46 00.     (W)     SCALED    
 NJ0354* NAVD 88     -       203.353  (meters)     667.17   (feet)  ADJUSTED  
 NJ0354  ___________________________________________________________________
 NJ0354  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 NJ0354  DYNAMIC HT  -         203.293 (meters)     666.97  (feet)  COMP
 NJ0354  MODELED GRAV-     980,319.6   (mgal)                       NAVD 88
 NJ0354
 NJ0354  VERT ORDER  -  FIRST     CLASS I
 NJ0354
 NJ0354.The horizontal coordinates were scaled from a topographic map and have
 NJ0354.an estimated accuracy of +/- 6 seconds.
 NJ0354
 NJ0354.The orthometric height was determined by differential leveling
 NJ0354.and adjusted by the National Geodetic Survey in June 1991..
 NJ0354
 NJ0354.The geoid height was determined by GEOID03.
 NJ0354
 NJ0354.The dynamic height is computed by dividing the NAVD 88
 NJ0354.geopotential number by the normal gravity value computed on the
 NJ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0354.degrees latitude (g = 980.6199 gals.).
 NJ0354
 NJ0354.The modeled gravity was interpolated from observed gravity values.
 NJ0354
 NJ0354;                    North         East    Units  Estimated Accuracy
 NJ0354;SPC IA N     - 1,121,400.    1,724,410.      MT  (+/- 180 meters Scaled)
 NJ0354
 NJ0354                          SUPERSEDED SURVEY CONTROL
 NJ0354
 NJ0354  NGVD 29 (??/??/92)  203.396  (m)          667.31   (f) ADJ UNCH    1 1
 NJ0354
 NJ0354.Superseded values are not recommended for survey control.
 NJ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0354.See file dsdata.txt to determine how the superseded data were derived.
 NJ0354
 NJ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH833144(NAD 83)
 NJ0354_MARKER: DB = BENCH MARK DISK
 NJ0354_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0354_SP_SET: ROCK LEDGE
 NJ0354_STAMPING: N 177 1970
 NJ0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0354+STABILITY: POSITION/ELEVATION WELL
 NJ0354
 NJ0354  HISTORY     - Date     Condition        Report By
 NJ0354  HISTORY     - 1970     MONUMENTED       NGS
 NJ0354  HISTORY     - 20010331 GOOD             NGS
 NJ0354
 NJ0354                          STATION DESCRIPTION
 NJ0354
 NJ0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0354'3 MI W FROM SAGEVILLE.
 NJ0354'ABOUT 2.95 MILES WEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0354'FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SASGEVILLE,
 NJ0354'ON THE INSIDE OF A CURVE IN THE HIGHWAY, 24 FEET NORTH OF THE
 NJ0354'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A LEDGE AT THE FOOT
 NJ0354'OF A ROCK CLIFF, 93 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM
 NJ0354'A TELEPHONE POLE WHICH IS BRACES BY THREE GUY WIRES, 203 FEET EAST
 NJ0354'OF THE EAST END OF A GUARDRAIL ON THE NORTH SIDE OF THE HIGHWAY,
 NJ0354'2 1/2 FEET NORTHWEST OF A METAL WITNESS SHIELD WHICH IS SET
 NJ0354'VERTICALLY ON THE ROCK CLIFF, 5 FEET ABOVE THE LEVEL OF THE DITCH,
 NJ0354'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 31,
 NJ0354'T90N, R2E
 NJ0354
 NJ0354                          STATION RECOVERY (2001)
 NJ0354
 NJ0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0354'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0429 ***********************************************************************
 NJ0429  DESIGNATION -  N 178
 NJ0429  PID         -  NJ0429
 NJ0429  STATE/COUNTY-  IA/DUBUQUE
 NJ0429  USGS QUAD   -  NEW VIENNA (1962)
 NJ0429
 NJ0429                         *CURRENT SURVEY CONTROL
 NJ0429  ___________________________________________________________________
 NJ0429* NAD 83(1986)-  42 37 28.     (N)    091 04 21.     (W)     SCALED    
 NJ0429* NAVD 88     -       337.982  (meters)    1108.86   (feet)  ADJUSTED  
 NJ0429  ___________________________________________________________________
 NJ0429  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NJ0429  DYNAMIC HT  -         337.880 (meters)    1108.53  (feet)  COMP
 NJ0429  MODELED GRAV-     980,307.7   (mgal)                       NAVD 88
 NJ0429
 NJ0429  VERT ORDER  -  FIRST     CLASS I
 NJ0429
 NJ0429.The horizontal coordinates were scaled from a topographic map and have
 NJ0429.an estimated accuracy of +/- 6 seconds.
 NJ0429
 NJ0429.The orthometric height was determined by differential leveling
 NJ0429.and adjusted by the National Geodetic Survey in June 1991..
 NJ0429
 NJ0429.The geoid height was determined by GEOID03.
 NJ0429
 NJ0429.The dynamic height is computed by dividing the NAVD 88
 NJ0429.geopotential number by the normal gravity value computed on the
 NJ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0429.degrees latitude (g = 980.6199 gals.).
 NJ0429
 NJ0429.The modeled gravity was interpolated from observed gravity values.
 NJ0429
 NJ0429;                    North         East    Units  Estimated Accuracy
 NJ0429;SPC IA N     - 1,127,760.    1,699,100.      MT  (+/- 180 meters Scaled)
 NJ0429
 NJ0429                          SUPERSEDED SURVEY CONTROL
 NJ0429
 NJ0429  NGVD 29 (??/??/92)  338.023  (m)         1109.00   (f) ADJ UNCH    1 1
 NJ0429
 NJ0429.Superseded values are not recommended for survey control.
 NJ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0429.See file dsdata.txt to determine how the superseded data were derived.
 NJ0429
 NJ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH580209(NAD 83)
 NJ0429_MARKER: DB = BENCH MARK DISK
 NJ0429_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NJ0429_SP_SET: 19.5 FT
 NJ0429_STAMPING: N 178 1970
 NJ0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0429
 NJ0429  HISTORY     - Date     Condition        Report By
 NJ0429  HISTORY     - 1970     MONUMENTED       NGS
 NJ0429  HISTORY     - 1973     GOOD             NGS
 NJ0429  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0429
 NJ0429                          STATION DESCRIPTION
 NJ0429
 NJ0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0429'1.6 MI N FROM LUXEMBURG.
 NJ0429'ABOUT 1.55 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE HOLY
 NJ0429'TRINITY CHURCH AT LUXEMBURG, 0.1 MILE NORTH OF A LARGE SILO
 NJ0429'AND A GROUP OF FARM BUILDINGS WHICH ARE LOCATED ON A HILL, 293
 NJ0429'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET SOUTH OF
 NJ0429'THE CENTER LINE OF A GRAVELED ROAD, 6.7 FEET SOUTHEAST OF A POWER
 NJ0429'POLE WHICH IS BRACED BY A GUY WIRE, 1 FOOT NORTH OF A FENCE,
 NJ0429'1.1 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 NJ0429'LEVEL OF THE GRAVELED ROAD, AND ON THE TOP OF A COPPER COATED
 NJ0429'ROD THAT IS DRIVEN TO REFUSAL AT A DEPTH OF 19 1/2 FEET AND
 NJ0429'IS ENCASED IN A 4-INCH IRON PIPE PROJECTING 4 INCHES.  SECTION 10,
 NJ0429'T 90N, R 2W
 NJ0429
 NJ0429                          STATION RECOVERY (1973)
 NJ0429
 NJ0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NJ0429'RECOVERED IN GOOD CONDITION.
 NJ0429
 NJ0429                          STATION RECOVERY (2001)
 NJ0429
 NJ0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0429'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0430 ***********************************************************************
 NJ0430  DESIGNATION -  N 178 RESET
 NJ0430  PID         -  NJ0430
 NJ0430  STATE/COUNTY-  IA/DUBUQUE
 NJ0430  USGS QUAD   -  NEW VIENNA (1962)
 NJ0430
 NJ0430                         *CURRENT SURVEY CONTROL
 NJ0430  ___________________________________________________________________
 NJ0430* NAD 83(1986)-  42 37 28.     (N)    091 04 21.     (W)     SCALED    
 NJ0430* NAVD 88     -       339.28   (meters)    1113.1    (feet)  RESET     
 NJ0430  ___________________________________________________________________
 NJ0430  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NJ0430
 NJ0430  VERT ORDER  -  THIRD
 NJ0430
 NJ0430.The horizontal coordinates were scaled from a topographic map and have
 NJ0430.an estimated accuracy of +/- 6 seconds.
 NJ0430
 NJ0430.The orthometric height was computed from unverified reset data.
 NJ0430
 NJ0430.The geoid height was determined by GEOID03.
 NJ0430
 NJ0430;                    North         East    Units  Estimated Accuracy
 NJ0430;SPC IA N     - 1,127,760.    1,699,100.      MT  (+/- 180 meters Scaled)
 NJ0430
 NJ0430                          SUPERSEDED SURVEY CONTROL
 NJ0430
 NJ0430.No superseded survey control is available for this station.
 NJ0430
 NJ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH580209(NAD 83)
 NJ0430_MARKER: DB = BENCH MARK DISK
 NJ0430_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NJ0430+WITH SETTING: INTO GROUND
 NJ0430_STAMPING: N 178 RESET 1973
 NJ0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0430+STABILITY: SURFACE MOTION
 NJ0430
 NJ0430  HISTORY     - Date     Condition        Report By
 NJ0430  HISTORY     - 1973     MONUMENTED       NGS
 NJ0430
 NJ0430                          STATION DESCRIPTION
 NJ0430
 NJ0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NJ0430'1.6 MI N FROM LUXEMBURG.
 NJ0430'TO REACH THE BENCH MARK FROM THE HOLY TRINITY CHRUCH AT LUXEMBURG,
 NJ0430'GO NORTH ON U.S. HIGHWAY 52 FOR 1.55 MILES TO A GRAVELED ROAD
 NJ0430'ON THE RIGHT, TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR
 NJ0430'0.1 MILE TO THE BENCH MARK ON THE RIGHT AT A FENCE JUNCTION,
 NJ0430'31.5 FEET SOUTH OF THE CENTER OF THE GRAVELED COUNTY ROAD, 13
 NJ0430'FEET WEST OF A POWER POLE, 1.4 FEET NORTH OF A CORNER FENCE POST
 NJ0430'AND 1 FOOT EAST OF A METAL WITNESS POST.  THE BENCH MARK IS A
 NJ0430'STANDARD DISK STAMPED N 178 RESET 1973, CRIMPED TO THE TOP OF A
 NJ0430'5/8 INCH COPPER COATED ROD WITH A 10 INCH STEEL PLATE BOLTED
 NJ0430'AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND IS FLUSH WITH THE
 NJ0430'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0388 ***********************************************************************
 NJ0388  DESIGNATION -  N 179
 NJ0388  PID         -  NJ0388
 NJ0388  STATE/COUNTY-  IA/CLAYTON
 NJ0388  USGS QUAD   -  GUTTENBERG (1978)
 NJ0388
 NJ0388                         *CURRENT SURVEY CONTROL
 NJ0388  ___________________________________________________________________
 NJ0388* NAD 83(1986)-  42 46 04.     (N)    091 05 55.     (W)     SCALED    
 NJ0388* NAVD 88     -       187.784  (meters)     616.09   (feet)  ADJUSTED  
 NJ0388  ___________________________________________________________________
 NJ0388  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 NJ0388  DYNAMIC HT  -         187.733 (meters)     615.92  (feet)  COMP
 NJ0388  MODELED GRAV-     980,345.3   (mgal)                       NAVD 88
 NJ0388
 NJ0388  VERT ORDER  -  FIRST     CLASS I
 NJ0388
 NJ0388.The horizontal coordinates were scaled from a topographic map and have
 NJ0388.an estimated accuracy of +/- 6 seconds.
 NJ0388
 NJ0388.The orthometric height was determined by differential leveling
 NJ0388.and adjusted by the National Geodetic Survey in June 1991..
 NJ0388
 NJ0388.The geoid height was determined by GEOID03.
 NJ0388
 NJ0388.The dynamic height is computed by dividing the NAVD 88
 NJ0388.geopotential number by the normal gravity value computed on the
 NJ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0388.degrees latitude (g = 980.6199 gals.).
 NJ0388
 NJ0388.The modeled gravity was interpolated from observed gravity values.
 NJ0388
 NJ0388;                    North         East    Units  Estimated Accuracy
 NJ0388;SPC IA N     - 1,143,610.    1,696,510.      MT  (+/- 180 meters Scaled)
 NJ0388
 NJ0388                          SUPERSEDED SURVEY CONTROL
 NJ0388
 NJ0388  NGVD 29 (??/??/92)  187.831  (m)          616.24   (f) ADJ UNCH    1 1
 NJ0388
 NJ0388.Superseded values are not recommended for survey control.
 NJ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0388.See file dsdata.txt to determine how the superseded data were derived.
 NJ0388
 NJ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH555367(NAD 83)
 NJ0388_MARKER: DB = BENCH MARK DISK
 NJ0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0388_SP_SET: ABUTMENT LEDGE
 NJ0388_STAMPING: N 179 1970
 NJ0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0388
 NJ0388  HISTORY     - Date     Condition        Report By
 NJ0388  HISTORY     - 1970     MONUMENTED       NGS
 NJ0388  HISTORY     - 19950503 GOOD             USPSQD
 NJ0388
 NJ0388                          STATION DESCRIPTION
 NJ0388
 NJ0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0388'0.9 MI SE FROM GUTTENBERG.
 NJ0388'ABOUT 0.9 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0388'AND PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, 10.6 FEET
 NJ0388'SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE TOP OF THE SOUTHWEST
 NJ0388'END OF A LEDGE ON THE SOUTHEAST CONCRETE ABUTMENT OF A RAILROAD
 NJ0388'BRIDGE OVER MINERS CREEK, 3.6 FEET SOUTHWEST OF A METAL BASE
 NJ0388'PLATE FOR A METAL GIRDER ON THE BRIDGE, AND ABOUT 6 1/2 FEET
 NJ0388'BELOW THE LEVEL OF THE TRACK.  SECTION 20, T92N, R2W.
 NJ0388
 NJ0388                          STATION RECOVERY (1995)
 NJ0388
 NJ0388'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0105 ***********************************************************************
 OP0105  DESIGNATION -  N 18
 OP0105  PID         -  OP0105
 OP0105  STATE/COUNTY-  IA/KOSSUTH
 OP0105  USGS QUAD   -  ALGONA (1972)
 OP0105
 OP0105                         *CURRENT SURVEY CONTROL
 OP0105  ___________________________________________________________________
 OP0105* NAD 83(1986)-  43 04 36.     (N)    094 13 03.     (W)     SCALED    
 OP0105* NAVD 88     -       364.145  (meters)    1194.70   (feet)  ADJUSTED  
 OP0105  ___________________________________________________________________
 OP0105  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 OP0105  DYNAMIC HT  -         364.040 (meters)    1194.35  (feet)  COMP
 OP0105  MODELED GRAV-     980,323.0   (mgal)                       NAVD 88
 OP0105
 OP0105  VERT ORDER  -  SECOND    CLASS 0
 OP0105
 OP0105.The horizontal coordinates were scaled from a topographic map and have
 OP0105.an estimated accuracy of +/- 6 seconds.
 OP0105
 OP0105.The orthometric height was determined by differential leveling
 OP0105.and adjusted by the National Geodetic Survey in June 1991..
 OP0105
 OP0105.The geoid height was determined by GEOID03.
 OP0105
 OP0105.The dynamic height is computed by dividing the NAVD 88
 OP0105.geopotential number by the normal gravity value computed on the
 OP0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0105.degrees latitude (g = 980.6199 gals.).
 OP0105
 OP0105.The modeled gravity was interpolated from observed gravity values.
 OP0105
 OP0105;                    North         East    Units  Estimated Accuracy
 OP0105;SPC IA N     - 1,175,380.    1,441,570.      MT  (+/- 180 meters Scaled)
 OP0105
 OP0105                          SUPERSEDED SURVEY CONTROL
 OP0105
 OP0105  NGVD 29 (??/??/92)  364.09   (m)         1194.5    (f) COMPUTED    2 0
 OP0105
 OP0105.Superseded values are not recommended for survey control.
 OP0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0105.See file dsdata.txt to determine how the superseded data were derived.
 OP0105
 OP0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH008700(NAD 83)
 OP0105_MARKER: DB = BENCH MARK DISK
 OP0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0105_STAMPING: N-18 -- 1934
 OP0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0105+STABILITY: SURFACE MOTION
 OP0105
 OP0105  HISTORY     - Date     Condition        Report By
 OP0105  HISTORY     - 1934     MONUMENTED       CGS
 OP0105
 OP0105                          STATION DESCRIPTION
 OP0105
 OP0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0105'IN ALGONA.
 OP0105'AT ALGONA.  192 FEET NORTHWEST OF NORTHWEST CORNER OF THE CHICAGO,
 OP0105'MILWAUKEE, ST. PAUL AND PACIFIC R.R. STATION.  0.2 OF MILE EAST OF
 OP0105'M.P. NO. 169.  52.9 FEET NORTH OF NORTH RAIL OF MAIN TRACK.  30 FEET
 OP0105'NORTH OF STEEL SWITCH POST.  27 FEET EAST OF CENTERLINE OF OLD STATE
 OP0105'HWY. 18.  STANDARD TABLET SET IN TOP OF CONCRETE POST 3 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1383 ***********************************************************************
 MJ1383  DESIGNATION -  N 180
 MJ1383  PID         -  MJ1383
 MJ1383  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1383  USGS QUAD   -  LOVELAND (1994)
 MJ1383
 MJ1383                         *CURRENT SURVEY CONTROL
 MJ1383  ___________________________________________________________________
 MJ1383* NAD 83(1986)-  41 25 08.     (N)    095 53 56.     (W)     SCALED    
 MJ1383* NAVD 88     -       301.157  (meters)     988.05   (feet)  ADJUSTED  
 MJ1383  ___________________________________________________________________
 MJ1383  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 MJ1383  DYNAMIC HT  -         301.020 (meters)     987.60  (feet)  COMP
 MJ1383  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 MJ1383
 MJ1383  VERT ORDER  -  FIRST     CLASS II
 MJ1383
 MJ1383.The horizontal coordinates were scaled from a topographic map and have
 MJ1383.an estimated accuracy of +/- 6 seconds.
 MJ1383
 MJ1383.The orthometric height was determined by differential leveling
 MJ1383.and adjusted by the National Geodetic Survey in June 1991..
 MJ1383
 MJ1383.The geoid height was determined by GEOID03.
 MJ1383
 MJ1383.The dynamic height is computed by dividing the NAVD 88
 MJ1383.geopotential number by the normal gravity value computed on the
 MJ1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1383.degrees latitude (g = 980.6199 gals.).
 MJ1383
 MJ1383.The modeled gravity was interpolated from observed gravity values.
 MJ1383
 MJ1383;                    North         East    Units  Estimated Accuracy
 MJ1383;SPC IA S     -   160,330.      299,490.      MT  (+/- 180 meters Scaled)
 MJ1383
 MJ1383                          SUPERSEDED SURVEY CONTROL
 MJ1383
 MJ1383.No superseded survey control is available for this station.
 MJ1383
 MJ1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF577893(NAD 83)
 MJ1383_MARKER: I = METAL ROD
 MJ1383_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1383_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1383_STAMPING: N 180 1989
 MJ1383_MARK LOGO: NGS   
 MJ1383_PROJECTION: FLUSH
 MJ1383_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MJ1383+STABILITY: POSITION/ELEVATION WELL
 MJ1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1383+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1383_ROD/PIPE-DEPTH: 13.7 meters
 MJ1383_SLEEVE-DEPTH  : 4.6 meters
 MJ1383
 MJ1383  HISTORY     - Date     Condition        Report By
 MJ1383  HISTORY     - 1989     MONUMENTED       NGS
 MJ1383
 MJ1383                          STATION DESCRIPTION
 MJ1383
 MJ1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1383'8.0 KM (4.95 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 MJ1383'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 680 IN LOVELAND, 68.9 M
 MJ1383'(226.0 FT) SOUTH OF THE CENTER OF COUNTY ROAD L 19, 41.8 M (137.1 FT)
 MJ1383'WEST OF THE NEAR RAIL, 21.2 M (69.6 FT) NORTH-NORTHWEST OF A UTILITY
 MJ1383'POLE, 19.0 M (62.3 FT) EAST-SOUTHEAST OF THE CENTER OF THE NORTHBOUND
 MJ1383'OFF RAMP OF INTERSTATE HIGHWAY 29, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 MJ1383'THE OFF RAMP, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE.
 MJ1383'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1903 ***********************************************************************
 NM1903  DESIGNATION -  N 181
 NM1903  PID         -  NM1903
 NM1903  STATE/COUNTY-  IA/MONONA
 NM1903  USGS QUAD   -  ONAWA SW (1969)
 NM1903
 NM1903                         *CURRENT SURVEY CONTROL
 NM1903  ___________________________________________________________________
 NM1903* NAD 83(1986)-  42 05 36.     (N)    096 07 31.     (W)     SCALED    
 NM1903* NAVD 88     -       321.167  (meters)    1053.70   (feet)  ADJUSTED  
 NM1903  ___________________________________________________________________
 NM1903  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 NM1903  DYNAMIC HT  -         321.053 (meters)    1053.32  (feet)  COMP
 NM1903  MODELED GRAV-     980,259.6   (mgal)                       NAVD 88
 NM1903
 NM1903  VERT ORDER  -  FIRST     CLASS II
 NM1903
 NM1903.The horizontal coordinates were scaled from a topographic map and have
 NM1903.an estimated accuracy of +/- 6 seconds.
 NM1903
 NM1903.The orthometric height was determined by differential leveling
 NM1903.and adjusted by the National Geodetic Survey in June 1991..
 NM1903
 NM1903.The geoid height was determined by GEOID03.
 NM1903
 NM1903.The dynamic height is computed by dividing the NAVD 88
 NM1903.geopotential number by the normal gravity value computed on the
 NM1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1903.degrees latitude (g = 980.6199 gals.).
 NM1903
 NM1903.The modeled gravity was interpolated from observed gravity values.
 NM1903
 NM1903;                    North         East    Units  Estimated Accuracy
 NM1903;SPC IA N     - 1,069,280.    1,282,850.      MT  (+/- 180 meters Scaled)
 NM1903
 NM1903                          SUPERSEDED SURVEY CONTROL
 NM1903
 NM1903.No superseded survey control is available for this station.
 NM1903
 NM1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM377641(NAD 83)
 NM1903_MARKER: I = METAL ROD
 NM1903_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NM1903_SP_SET: STAINLESS STEEL ROD
 NM1903_STAMPING: N 181 1989
 NM1903_MARK LOGO: NGS   
 NM1903_PROJECTION: FLUSH
 NM1903_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1903+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NM1903_ROD/PIPE-DEPTH: 15.0 meters
 NM1903
 NM1903  HISTORY     - Date     Condition        Report By
 NM1903  HISTORY     - 1989     MONUMENTED       NGS
 NM1903
 NM1903                          STATION DESCRIPTION
 NM1903
 NM1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1903'4.3 KM (2.65 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NM1903'FROM ITS JUNCTION WITH WHITTIER STREET IN WHITING, 13.1 M (43.0 FT)
 NM1903'SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD K 45, 11.8 M (38.7 FT)
 NM1903'NORTHEAST OF THE NEAR RAIL, 11.3 M (37.1 FT) NORTHWEST OF THE CENTER
 NM1903'OF A GRAVELED ROAD, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE COUNTY ROAD,
 NM1903'0.8 M (2.6 FT) SOUTHEAST OF A UTILITY POLE, AND 0.3 M (1.0 FT)
 NM1903'NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 NM1903'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1394 ***********************************************************************
 MJ1394  DESIGNATION -  N 182
 MJ1394  PID         -  MJ1394
 MJ1394  STATE/COUNTY-  IA/MILLS
 MJ1394  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ1394
 MJ1394                         *CURRENT SURVEY CONTROL
 MJ1394  ___________________________________________________________________
 MJ1394* NAD 83(1986)-  41 03 37.     (N)    095 48 14.     (W)     SCALED    
 MJ1394* NAVD 88     -       294.112  (meters)     964.93   (feet)  ADJUSTED  
 MJ1394  ___________________________________________________________________
 MJ1394  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 MJ1394  DYNAMIC HT  -         293.989 (meters)     964.53  (feet)  COMP
 MJ1394  MODELED GRAV-     980,197.2   (mgal)                       NAVD 88
 MJ1394
 MJ1394  VERT ORDER  -  FIRST     CLASS II
 MJ1394
 MJ1394.The horizontal coordinates were scaled from a topographic map and have
 MJ1394.an estimated accuracy of +/- 6 seconds.
 MJ1394
 MJ1394.The orthometric height was determined by differential leveling
 MJ1394.and adjusted by the National Geodetic Survey in June 1991..
 MJ1394
 MJ1394.The geoid height was determined by GEOID03.
 MJ1394
 MJ1394.The dynamic height is computed by dividing the NAVD 88
 MJ1394.geopotential number by the normal gravity value computed on the
 MJ1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1394.degrees latitude (g = 980.6199 gals.).
 MJ1394
 MJ1394.The modeled gravity was interpolated from observed gravity values.
 MJ1394
 MJ1394;                    North         East    Units  Estimated Accuracy
 MJ1394;SPC IA S     -   120,310.      306,370.      MT  (+/- 180 meters Scaled)
 MJ1394
 MJ1394                          SUPERSEDED SURVEY CONTROL
 MJ1394
 MJ1394.No superseded survey control is available for this station.
 MJ1394
 MJ1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF643492(NAD 83)
 MJ1394_MARKER: I = METAL ROD
 MJ1394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1394_SP_SET: STAINLESS STEEL ROD
 MJ1394_STAMPING: N 182 1989
 MJ1394_MARK LOGO: NGS   
 MJ1394_PROJECTION: FLUSH
 MJ1394_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1394+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1394_ROD/PIPE-DEPTH: 10.4 meters
 MJ1394
 MJ1394  HISTORY     - Date     Condition        Report By
 MJ1394  HISTORY     - 1989     MONUMENTED       NGS
 MJ1394
 MJ1394                          STATION DESCRIPTION
 MJ1394
 MJ1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1394'4.5 KM (2.80 MI) NORTHERLY ALONG COUNTY ROAD L 31 FROM THE JUNCTION OF
 MJ1394'STATE HIGHWAY 385 BUSINESS IN PACIFIC JUNCTION, 25.6 M (84.0 FT)
 MJ1394'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 13.0 M (42.7 FT) SOUTHEAST OF
 MJ1394'THE CENTER OF A DRIVEWAY, 1.5 M (4.9 FT)  SOUTHWEST OF FENCE CORNER,
 MJ1394'1.1 M (3.6 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT)
 MJ1394'NORTHWEST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM POINT
 MJ1394'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9285 ***********************************************************************
 AE9285  DESIGNATION -  N 183
 AE9285  PID         -  AE9285
 AE9285  STATE/COUNTY-  IA/HARRISON
 AE9285  USGS QUAD   -  LITTLE SIOUX (1970)
 AE9285
 AE9285                         *CURRENT SURVEY CONTROL
 AE9285  ___________________________________________________________________
 AE9285* NAD 83(1986)-  41 48 29.     (N)    096 01 28.     (W)     SCALED    
 AE9285* NAVD 88     -       315.733  (meters)    1035.87   (feet)  ADJUSTED  
 AE9285  ___________________________________________________________________
 AE9285  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AE9285  DYNAMIC HT  -         315.606 (meters)    1035.45  (feet)  COMP
 AE9285  MODELED GRAV-     980,212.1   (mgal)                       NAVD 88
 AE9285
 AE9285  VERT ORDER  -  FIRST     CLASS II
 AE9285
 AE9285.The horizontal coordinates were scaled from a topographic map and have
 AE9285.an estimated accuracy of +/- 6 seconds.
 AE9285
 AE9285.The orthometric height was determined by differential leveling
 AE9285.and adjusted by the National Geodetic Survey in July 2002..
 AE9285
 AE9285.The geoid height was determined by GEOID03.
 AE9285
 AE9285.The dynamic height is computed by dividing the NAVD 88
 AE9285.geopotential number by the normal gravity value computed on the
 AE9285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9285.degrees latitude (g = 980.6199 gals.).
 AE9285
 AE9285.The modeled gravity was interpolated from observed gravity values.
 AE9285
 AE9285;                    North         East    Units  Estimated Accuracy
 AE9285;SPC IA S     -   203,830.      290,250.      MT  (+/- 180 meters Scaled)
 AE9285
 AE9285                          SUPERSEDED SURVEY CONTROL
 AE9285
 AE9285.No superseded survey control is available for this station.
 AE9285
 AE9285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM471327(NAD 83)
 AE9285_MARKER: I = METAL ROD
 AE9285_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9285_STAMPING: N 183 1997
 AE9285_MARK LOGO: NGS   
 AE9285_PROJECTION: FLUSH
 AE9285_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9285+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9285_ROD/PIPE-DEPTH: 34.1 meters
 AE9285_SLEEVE-DEPTH  : 0.9 meters
 AE9285
 AE9285  HISTORY     - Date     Condition        Report By
 AE9285  HISTORY     - 1997     MONUMENTED       NGS
 AE9285
 AE9285                          STATION DESCRIPTION
 AE9285
 AE9285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9285'IN LITTLE SIOUX, AT THE INTERSECTION OF 2ND AND VINE STREETS, NEAR THE
 AE9285'SOUTHWEST CORNER OF THE CITY PARK, 17.2 M (56.4 FT) EAST OF THE CENTER
 AE9285'OF 2ND STREET, 16.7 M (54.8 FT) NORTH OF THE CENTER OF VINE STREET,
 AE9285'12.0 M (39.4 FT) NORTHEAST OF A FIRE HYDRANT, 0.5 M (1.6 FT) SOUTH OF
 AE9285'A WITNESS POST AND THE SOUTH CORNER OF A BRICK WALL WITH A SIGN
 AE9285'(LITTLE SIOUX PARK WELCOME) AND A FLAG POLE, AND 0.3 M (1.0 FT) BELOW
 AE9285'THE LEVEL OF THE STREETS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AE9285'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE9285'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0153 ***********************************************************************
 OP0153  DESIGNATION -  N 19
 OP0153  PID         -  OP0153
 OP0153  STATE/COUNTY-  IA/EMMET
 OP0153  USGS QUAD   -  WALLINGFORD (1972)
 OP0153
 OP0153                         *CURRENT SURVEY CONTROL
 OP0153  ___________________________________________________________________
 OP0153* NAD 83(1986)-  43 19 09.     (N)    094 47 39.     (W)     SCALED    
 OP0153* NAVD 88     -       389.097  (meters)    1276.56   (feet)  ADJUSTED  
 OP0153  ___________________________________________________________________
 OP0153  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 OP0153  DYNAMIC HT  -         388.985 (meters)    1276.19  (feet)  COMP
 OP0153  MODELED GRAV-     980,321.1   (mgal)                       NAVD 88
 OP0153
 OP0153  VERT ORDER  -  SECOND    CLASS 0
 OP0153
 OP0153.The horizontal coordinates were scaled from a topographic map and have
 OP0153.an estimated accuracy of +/- 6 seconds.
 OP0153
 OP0153.The orthometric height was determined by differential leveling
 OP0153.and adjusted by the National Geodetic Survey in June 1991..
 OP0153
 OP0153.The geoid height was determined by GEOID03.
 OP0153
 OP0153.The dynamic height is computed by dividing the NAVD 88
 OP0153.geopotential number by the normal gravity value computed on the
 OP0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0153.degrees latitude (g = 980.6199 gals.).
 OP0153
 OP0153.The modeled gravity was interpolated from observed gravity values.
 OP0153
 OP0153;                    North         East    Units  Estimated Accuracy
 OP0153;SPC IA N     - 1,202,880.    1,395,020.      MT  (+/- 180 meters Scaled)
 OP0153
 OP0153                          SUPERSEDED SURVEY CONTROL
 OP0153
 OP0153  NGVD 29 (??/??/92)  388.981  (m)         1276.18   (f) ADJ UNCH    2 0
 OP0153
 OP0153.Superseded values are not recommended for survey control.
 OP0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0153.See file dsdata.txt to determine how the superseded data were derived.
 OP0153
 OP0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH545978(NAD 83)
 OP0153_MARKER: DB = BENCH MARK DISK
 OP0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0153_STAMPING: N 19 1934
 OP0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0153+STABILITY: SURFACE MOTION
 OP0153
 OP0153  HISTORY     - Date     Condition        Report By
 OP0153  HISTORY     - 1934     MONUMENTED       CGS
 OP0153
 OP0153                          STATION DESCRIPTION
 OP0153
 OP0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0153'IN WALLINGFORD.
 OP0153'AT WALLINGFORD, EMMET COUNTY, 294 FEET SOUTHEAST OF THE CHICAGO, ROCK
 OP0153'ISLAND AND PACIFIC RAILWAY STATION, 264 FEET SOUTHEAST OF THE CENTER
 OP0153'OF A STREET CROSSING, 58.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 OP0153'THE SECTION TOOL HOUSE, 37.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 OP0153'THE MAIN TRACK, 6.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 5.4
 OP0153'FEET SOUTHEAST OF MILEPOLE 200+20.  A STANDARD DISK, STAMPED N 19 1934
 OP0153'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 OP0153'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0943 ***********************************************************************
 NL0943  DESIGNATION -  N 2 RESET
 NL0943  PID         -  NL0943
 NL0943  STATE/COUNTY-  IA/WEBSTER
 NL0943  USGS QUAD   -  FORT DODGE NORTH (1979)
 NL0943
 NL0943                         *CURRENT SURVEY CONTROL
 NL0943  ___________________________________________________________________
 NL0943* NAD 83(1986)-  42 34 20.     (N)    094 08 54.     (W)     SCALED    
 NL0943* NAVD 88     -       339.25   (meters)    1113.0    (feet)  RESET     
 NL0943  ___________________________________________________________________
 NL0943  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 NL0943
 NL0943  VERT ORDER  -  THIRD
 NL0943
 NL0943.The horizontal coordinates were scaled from a topographic map and have
 NL0943.an estimated accuracy of +/- 6 seconds.
 NL0943
 NL0943.The orthometric height was computed from unverified reset data.
 NL0943
 NL0943.The geoid height was determined by GEOID03.
 NL0943
 NL0943;                    North         East    Units  Estimated Accuracy
 NL0943;SPC IA N     - 1,119,300.    1,446,770.      MT  (+/- 180 meters Scaled)
 NL0943
 NL0943                          SUPERSEDED SURVEY CONTROL
 NL0943
 NL0943  NGVD 29 (05/12/04)  339.20   (m)         1112.9    (f) RESET       3  
 NL0943
 NL0943.Superseded values are not recommended for survey control.
 NL0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0943.See file dsdata.txt to determine how the superseded data were derived.
 NL0943
 NL0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH057139(NAD 83)
 NL0943_MARKER: DB = BENCH MARK DISK
 NL0943_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NL0943_SP_SET: BRIDGE ABUTMENT
 NL0943_STAMPING: N 2 RESET 1985
 NL0943_MARK LOGO: NGS   
 NL0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0943
 NL0943  HISTORY     - Date     Condition        Report By
 NL0943  HISTORY     - 1985     MONUMENTED       NGS
 NL0943
 NL0943                          STATION DESCRIPTION
 NL0943
 NL0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NL0943'5.8 KM (3.60 MI) SOUTH FROM BADGER.
 NL0943'0.16 KM (0.10 MI) WEST ALONG 2ND AVENUE SOUTHEAST, FROM THE BADGER
 NL0943'LUTHERAN CHURCH IN BADGER, THENCE 5.79 KM (3.60 MI) LEFT AND SOUTH
 NL0943'ALONG BADGER BLACKTOP ROAD, WHICH IS ALSO WEBSTER COUNTY ROAD P59 TO
 NL0943'THE MARK ON THE RIGHT, IN THE WEST END OF THE NORTH ABUTMENT OF A
 NL0943'BRIDGE OVER A CANAL, 243.8 M (799.9 FT) SOUTH OF THE WEST 1/4 CORNER,
 NL0943'SECTION 34, TOWNSHIP 90 NORTH, RANGE 28 WEST, 4.42 M (14.5 FT) WEST
 NL0943'FROM THE CENTERLINE OF THE BRIDGE, 1.37 M (4.5 FT) SOUTH FROM THE
 NL0943'NORTH END OF THE WEST GUARDRAIL OF THE BRIDGE.
 NL0943'THE MARK IS 0.2 M ABOVE BRIDGE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0523 ***********************************************************************
 OP0523  DESIGNATION -  N 20
 OP0523  PID         -  OP0523
 OP0523  STATE/COUNTY-  IA/OSCEOLA
 OP0523  USGS QUAD   -  HARRIS (1970)
 OP0523
 OP0523                         *CURRENT SURVEY CONTROL
 OP0523  ___________________________________________________________________
 OP0523* NAD 83(1986)-  43 26 43.     (N)    095 24 25.     (W)     SCALED    
 OP0523* NAVD 88     -       467.533  (meters)    1533.90   (feet)  ADJUSTED  
 OP0523  ___________________________________________________________________
 OP0523  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 OP0523  DYNAMIC HT  -         467.409 (meters)    1533.49  (feet)  COMP
 OP0523  MODELED GRAV-     980,339.4   (mgal)                       NAVD 88
 OP0523
 OP0523  VERT ORDER  -  SECOND    CLASS 0
 OP0523
 OP0523.The horizontal coordinates were scaled from a topographic map and have
 OP0523.an estimated accuracy of +/- 6 seconds.
 OP0523
 OP0523.The orthometric height was determined by differential leveling
 OP0523.and adjusted by the National Geodetic Survey in June 1991..
 OP0523
 OP0523.The geoid height was determined by GEOID03.
 OP0523
 OP0523.The dynamic height is computed by dividing the NAVD 88
 OP0523.geopotential number by the normal gravity value computed on the
 OP0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0523.degrees latitude (g = 980.6199 gals.).
 OP0523
 OP0523.The modeled gravity was interpolated from observed gravity values.
 OP0523
 OP0523;                    North         East    Units  Estimated Accuracy
 OP0523;SPC IA N     - 1,217,830.    1,345,640.      MT  (+/- 180 meters Scaled)
 OP0523
 OP0523                          SUPERSEDED SURVEY CONTROL
 OP0523
 OP0523  NGVD 29 (??/??/92)  467.358  (m)         1533.32   (f) ADJ UNCH    2 0
 OP0523
 OP0523.Superseded values are not recommended for survey control.
 OP0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0523.See file dsdata.txt to determine how the superseded data were derived.
 OP0523
 OP0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ052130(NAD 83)
 OP0523_MARKER: DB = BENCH MARK DISK
 OP0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0523_STAMPING: N 20 1934
 OP0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0523+STABILITY: SURFACE MOTION
 OP0523
 OP0523  HISTORY     - Date     Condition        Report By
 OP0523  HISTORY     - 1934     MONUMENTED       CGS
 OP0523
 OP0523                          STATION DESCRIPTION
 OP0523
 OP0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0523'1.3 MI E FROM HARRIS.
 OP0523'1.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM
 OP0523'THE STATION AT HARRIS, OSCEOLA COUNTY, 96 YARDS WEST OF MILEPOLE
 OP0523'239+5, 72 FEET NORTHEAST OF THE CENTER OF A SECTION-ROAD CROSSING, 45
 OP0523'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 16 FEET EAST OF A
 OP0523'FENCE CORNER, AND 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 OP0523'STANDARD DISK, STAMPED N 20 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0523'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0177 ***********************************************************************
 OP0177  DESIGNATION -  N 21
 OP0177  PID         -  OP0177
 OP0177  STATE/COUNTY-  IA/DICKINSON
 OP0177  USGS QUAD   -  TERRIL (1972)
 OP0177
 OP0177                         *CURRENT SURVEY CONTROL
 OP0177  ___________________________________________________________________
 OP0177* NAD 83(1986)-  43 18 11.     (N)    094 58 05.     (W)     SCALED    
 OP0177* NAVD 88     -       432.552  (meters)    1419.13   (feet)  ADJUSTED  
 OP0177  ___________________________________________________________________
 OP0177  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 OP0177  DYNAMIC HT  -         432.421 (meters)    1418.70  (feet)  COMP
 OP0177  MODELED GRAV-     980,305.1   (mgal)                       NAVD 88
 OP0177
 OP0177  VERT ORDER  -  SECOND    CLASS 0
 OP0177
 OP0177.The horizontal coordinates were scaled from a topographic map and have
 OP0177.an estimated accuracy of +/- 6 seconds.
 OP0177
 OP0177.The orthometric height was determined by differential leveling
 OP0177.and adjusted by the National Geodetic Survey in June 1991..
 OP0177
 OP0177.The geoid height was determined by GEOID03.
 OP0177
 OP0177.The dynamic height is computed by dividing the NAVD 88
 OP0177.geopotential number by the normal gravity value computed on the
 OP0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0177.degrees latitude (g = 980.6199 gals.).
 OP0177
 OP0177.The modeled gravity was interpolated from observed gravity values.
 OP0177
 OP0177;                    North         East    Units  Estimated Accuracy
 OP0177;SPC IA N     - 1,201,320.    1,380,890.      MT  (+/- 180 meters Scaled)
 OP0177
 OP0177                          SUPERSEDED SURVEY CONTROL
 OP0177
 OP0177  NGVD 29 (??/??/92)  432.416  (m)         1418.68   (f) ADJ UNCH    2 0
 OP0177
 OP0177.Superseded values are not recommended for survey control.
 OP0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0177.See file dsdata.txt to determine how the superseded data were derived.
 OP0177
 OP0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH403963(NAD 83)
 OP0177_MARKER: DB = BENCH MARK DISK
 OP0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0177_STAMPING: N 21 1934
 OP0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0177+STABILITY: SURFACE MOTION
 OP0177
 OP0177  HISTORY     - Date     Condition        Report By
 OP0177  HISTORY     - 1934     MONUMENTED       CGS
 OP0177  HISTORY     - 1972     MARK NOT FOUND   USGS
 OP0177
 OP0177                          STATION DESCRIPTION
 OP0177
 OP0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0177'IN TERRIL.
 OP0177'AT TERRIL, DICKINSON COUNTY, 180 FEET NORTHEAST OF THE MINNEAPOLIS AND
 OP0177'ST. LOUIS RAILROAD STATION, 45 FEET WEST OF THE WEST CORNER OF A
 OP0177'SECTION TOOL HOUSE, 39 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 OP0177'MAIN TRACK, AND 18.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A
 OP0177'SIDETRACK.  A STANDARD DISK, STAMPED N 21 1934 AND SET IN THE TOP OF A
 OP0177'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 OP0177
 OP0177                          STATION RECOVERY (1972)
 OP0177
 OP0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0238 ***********************************************************************
 NL0238  DESIGNATION -  N 22
 NL0238  PID         -  NL0238
 NL0238  STATE/COUNTY-  IA/BUENA VISTA
 NL0238  USGS QUAD   -  ALBERT CITY (1971)
 NL0238
 NL0238                         *CURRENT SURVEY CONTROL
 NL0238  ___________________________________________________________________
 NL0238* NAD 83(1986)-  42 47 33.     (N)    094 57 02.     (W)     SCALED    
 NL0238* NAVD 88     -       404.555  (meters)    1327.28   (feet)  ADJUSTED  
 NL0238  ___________________________________________________________________
 NL0238  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 NL0238  DYNAMIC HT  -         404.420 (meters)    1326.83  (feet)  COMP
 NL0238  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 NL0238
 NL0238  VERT ORDER  -  SECOND    CLASS 0
 NL0238
 NL0238.The horizontal coordinates were scaled from a topographic map and have
 NL0238.an estimated accuracy of +/- 6 seconds.
 NL0238
 NL0238.The orthometric height was determined by differential leveling
 NL0238.and adjusted by the National Geodetic Survey in June 1991..
 NL0238
 NL0238.The geoid height was determined by GEOID03.
 NL0238
 NL0238.The dynamic height is computed by dividing the NAVD 88
 NL0238.geopotential number by the normal gravity value computed on the
 NL0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0238.degrees latitude (g = 980.6199 gals.).
 NL0238
 NL0238.The modeled gravity was interpolated from observed gravity values.
 NL0238
 NL0238;                    North         East    Units  Estimated Accuracy
 NL0238;SPC IA N     - 1,144,590.    1,381,340.      MT  (+/- 180 meters Scaled)
 NL0238
 NL0238                          SUPERSEDED SURVEY CONTROL
 NL0238
 NL0238  NGVD 29 (??/??/92)  404.450  (m)         1326.93   (f) ADJ UNCH    2 0
 NL0238
 NL0238.Superseded values are not recommended for survey control.
 NL0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0238.See file dsdata.txt to determine how the superseded data were derived.
 NL0238
 NL0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH404396(NAD 83)
 NL0238_MARKER: DB = BENCH MARK DISK
 NL0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0238_STAMPING: N 22 1934
 NL0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0238+STABILITY: SURFACE MOTION
 NL0238
 NL0238  HISTORY     - Date     Condition        Report By
 NL0238  HISTORY     - 1934     MONUMENTED       CGS
 NL0238
 NL0238                          STATION DESCRIPTION
 NL0238
 NL0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0238'0.6 MI N FROM ALBERT CITY.
 NL0238'0.6 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0238'PACIFIC RAILROAD FROM THE STATION AT ALBERT CITY, 35 YARDS
 NL0238'NORTHWEST OF A SECTION-ROAD CROSSING, 44.9 FEET WEST OF THE
 NL0238'WEST RAIL, AND 2.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A
 NL0238'STANDARD DISK, STAMPED N 22 1934 AND SET IN THE TOP OF A CONCRETE
 NL0238'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0203 ***********************************************************************
 NL0203  DESIGNATION -  N 23
 NL0203  PID         -  NL0203
 NL0203  STATE/COUNTY-  IA/BUENA VISTA
 NL0203  USGS QUAD   -  NEWELL WEST (1979)
 NL0203
 NL0203                         *CURRENT SURVEY CONTROL
 NL0203  ___________________________________________________________________
 NL0203* NAD 83(1986)-  42 36 28.     (N)    095 00 26.     (W)     SCALED    
 NL0203* NAVD 88     -       385.258  (meters)    1263.97   (feet)  ADJUSTED  
 NL0203  ___________________________________________________________________
 NL0203  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 NL0203  DYNAMIC HT  -         385.128 (meters)    1263.54  (feet)  COMP
 NL0203  MODELED GRAV-     980,272.4   (mgal)                       NAVD 88
 NL0203
 NL0203  VERT ORDER  -  SECOND    CLASS 0
 NL0203
 NL0203.The horizontal coordinates were scaled from a topographic map and have
 NL0203.an estimated accuracy of +/- 6 seconds.
 NL0203
 NL0203.The orthometric height was determined by differential leveling
 NL0203.and adjusted by the National Geodetic Survey in June 1991..
 NL0203
 NL0203.The geoid height was determined by GEOID03.
 NL0203
 NL0203.The dynamic height is computed by dividing the NAVD 88
 NL0203.geopotential number by the normal gravity value computed on the
 NL0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0203.degrees latitude (g = 980.6199 gals.).
 NL0203
 NL0203.The modeled gravity was interpolated from observed gravity values.
 NL0203
 NL0203;                    North         East    Units  Estimated Accuracy
 NL0203;SPC IA N     - 1,124,150.    1,376,330.      MT  (+/- 180 meters Scaled)
 NL0203
 NL0203                          SUPERSEDED SURVEY CONTROL
 NL0203
 NL0203  NGVD 29 (??/??/92)  385.136  (m)         1263.57   (f) ADJ UNCH    2 0
 NL0203
 NL0203.Superseded values are not recommended for survey control.
 NL0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0203.See file dsdata.txt to determine how the superseded data were derived.
 NL0203
 NL0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH353192(NAD 83)
 NL0203_MARKER: DB = BENCH MARK DISK
 NL0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0203_STAMPING: N 23 1934
 NL0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0203+STABILITY: SURFACE MOTION
 NL0203
 NL0203  HISTORY     - Date     Condition        Report By
 NL0203  HISTORY     - 1934     MONUMENTED       CGS
 NL0203  HISTORY     - 1974     MARK NOT FOUND   NGS
 NL0203
 NL0203                          STATION DESCRIPTION
 NL0203
 NL0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0203'AT NEWELL.
 NL0203'AT NEWELL, BUENA VISTA COUNTY, 135 YARDS WEST OF THE ILLINOIS
 NL0203'CENTRAL RAILROAD STATION, 46 FEET NORTH OF THE NORTH RAIL OF THE
 NL0203'MAIN TRACK, 6.5 FEET WEST OF A CORNER FENCE POST IN THE SOUTHEAST
 NL0203'CORNER OF A PASTURE FENCE, AND 1.4 FEET SOUTH OF THE FENCE.
 NL0203'A STANDARD DISK, STAMPED N 23 1934 AND SET IN THE TOP OF A
 NL0203'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NL0203
 NL0203                          STATION RECOVERY (1974)
 NL0203
 NL0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NL0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0467 ***********************************************************************
 NL0467  DESIGNATION -  N 24
 NL0467  PID         -  NL0467
 NL0467  STATE/COUNTY-  IA/CHEROKEE
 NL0467  USGS QUAD   -  CHEROKEE NORTH (1971)
 NL0467
 NL0467                         *CURRENT SURVEY CONTROL
 NL0467  ___________________________________________________________________
 NL0467* NAD 83(1986)-  42 45 34.     (N)    095 33 22.     (W)     SCALED    
 NL0467* NAVD 88     -       369.205  (meters)    1211.30   (feet)  ADJUSTED  
 NL0467  ___________________________________________________________________
 NL0467  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 NL0467  DYNAMIC HT  -         369.087 (meters)    1210.91  (feet)  COMP
 NL0467  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 NL0467
 NL0467  VERT ORDER  -  SECOND    CLASS 0
 NL0467
 NL0467.The horizontal coordinates were scaled from a topographic map and have
 NL0467.an estimated accuracy of +/- 6 seconds.
 NL0467
 NL0467.The orthometric height was determined by differential leveling
 NL0467.and adjusted by the National Geodetic Survey in June 1991..
 NL0467
 NL0467.The geoid height was determined by GEOID03.
 NL0467
 NL0467.The dynamic height is computed by dividing the NAVD 88
 NL0467.geopotential number by the normal gravity value computed on the
 NL0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0467.degrees latitude (g = 980.6199 gals.).
 NL0467
 NL0467.The modeled gravity was interpolated from observed gravity values.
 NL0467
 NL0467;                    North         East    Units  Estimated Accuracy
 NL0467;SPC IA N     - 1,141,940.    1,331,720.      MT  (+/- 180 meters Scaled)
 NL0467
 NL0467                          SUPERSEDED SURVEY CONTROL
 NL0467
 NL0467  NGVD 29 (??/??/92)  369.037  (m)         1210.75   (f) ADJ UNCH    2 0
 NL0467
 NL0467.Superseded values are not recommended for survey control.
 NL0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0467.See file dsdata.txt to determine how the superseded data were derived.
 NL0467
 NL0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH908372(NAD 83)
 NL0467_MARKER: DB = BENCH MARK DISK
 NL0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0467_STAMPING: N 24 1934
 NL0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0467+STABILITY: SURFACE MOTION
 NL0467
 NL0467  HISTORY     - Date     Condition        Report By
 NL0467  HISTORY     - 1934     MONUMENTED       CGS
 NL0467  HISTORY     - 1971     MARK NOT FOUND   NGS
 NL0467
 NL0467                          STATION DESCRIPTION
 NL0467
 NL0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0467'0.8 MI NW FROM CHEROKEE.
 NL0467'0.8 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 NL0467'THE STATION AT CHEROKEE, CHEROKEE COUNTY, 351 FEET EAST OF THE
 NL0467'EAST END OF TRESTLE W 451.7, 29 FEET EAST OF THE THIRD POLE
 NL0467'EAST OF CULVERT 451.7, 110 YARDS NORTHWEST OF CHEROKEE COUNTY
 NL0467'CLUB GOLF COURSE 2, AND 23.2 FEET SOUTH OF THE SOUTH RAIL.  A
 NL0467'STANDARD DISK, STAMPED N 24 1934 AND SET IN THE TOP OF A CONCRETE
 NL0467'POST PROJECTING 6 INCHES ABOVE GROUND.
 NL0467
 NL0467                          STATION RECOVERY (1971)
 NL0467
 NL0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NL0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0501 ***********************************************************************
 NL0501  DESIGNATION -  N 25
 NL0501  PID         -  NL0501
 NL0501  STATE/COUNTY-  IA/WOODBURY
 NL0501  USGS QUAD   -  PIERSON (1969)
 NL0501
 NL0501                         *CURRENT SURVEY CONTROL
 NL0501  ___________________________________________________________________
 NL0501* NAD 83(1986)-  42 31 18.     (N)    095 45 17.     (W)     SCALED    
 NL0501* NAVD 88     -       345.435  (meters)    1133.31   (feet)  ADJUSTED  
 NL0501  ___________________________________________________________________
 NL0501  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 NL0501  DYNAMIC HT  -         345.321 (meters)    1132.94  (feet)  COMP
 NL0501  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 NL0501
 NL0501  VERT ORDER  -  SECOND    CLASS 0
 NL0501
 NL0501.The horizontal coordinates were scaled from a topographic map and have
 NL0501.an estimated accuracy of +/- 6 seconds.
 NL0501
 NL0501.The orthometric height was determined by differential leveling
 NL0501.and adjusted by the National Geodetic Survey in June 1991..
 NL0501
 NL0501.The geoid height was determined by GEOID03.
 NL0501
 NL0501.The dynamic height is computed by dividing the NAVD 88
 NL0501.geopotential number by the normal gravity value computed on the
 NL0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0501.degrees latitude (g = 980.6199 gals.).
 NL0501
 NL0501.The modeled gravity was interpolated from observed gravity values.
 NL0501
 NL0501;                    North         East    Units  Estimated Accuracy
 NL0501;SPC IA N     - 1,115,950.    1,314,760.      MT  (+/- 180 meters Scaled)
 NL0501
 NL0501                          SUPERSEDED SURVEY CONTROL
 NL0501
 NL0501  NGVD 29 (??/??/92)  345.298  (m)         1132.87   (f) ADJ UNCH    2 0
 NL0501
 NL0501.Superseded values are not recommended for survey control.
 NL0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0501.See file dsdata.txt to determine how the superseded data were derived.
 NL0501
 NL0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH737113(NAD 83)
 NL0501_MARKER: DB = BENCH MARK DISK
 NL0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0501_STAMPING: N 25 1934
 NL0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0501+STABILITY: SURFACE MOTION
 NL0501
 NL0501  HISTORY     - Date     Condition        Report By
 NL0501  HISTORY     - 1934     MONUMENTED       CGS
 NL0501  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0501
 NL0501                          STATION DESCRIPTION
 NL0501
 NL0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0501'3.4 MI N FROM CORRECTIONVILLE.
 NL0501'3.4 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILRAD FROM THE
 NL0501'CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY AT CORRECTIONVILLE,
 NL0501'WOODBURY COUNTY, 112 YARDS NORTHEAST OF MILEPOST OJ 18-0 41,
 NL0501'29.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 19.1 FEET WEST
 NL0501'OF A CORNER POST OF A SECTION FENCE LINE.  A STANDARD DISK,
 NL0501'STAMPED N 25 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NL0501'5 INCHES ABOVE GROUND.
 NL0501
 NL0501                          STATION RECOVERY (2000)
 NL0501
 NL0501'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0501'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0582 ***********************************************************************
 OP0582  DESIGNATION -  N 26
 OP0582  PID         -  OP0582
 OP0582  STATE/COUNTY-  IA/O BRIEN
 OP0582  USGS QUAD   -  PRIMGHAR (1964)
 OP0582
 OP0582                         *CURRENT SURVEY CONTROL
 OP0582  ___________________________________________________________________
 OP0582* NAD 83(1986)-  43 04 56.     (N)    095 37 50.     (W)     SCALED    
 OP0582* NAVD 88     -       459.981  (meters)    1509.12   (feet)  ADJUSTED  
 OP0582  ___________________________________________________________________
 OP0582  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 OP0582  DYNAMIC HT  -         459.838 (meters)    1508.65  (feet)  COMP
 OP0582  MODELED GRAV-     980,296.1   (mgal)                       NAVD 88
 OP0582
 OP0582  VERT ORDER  -  SECOND    CLASS 0
 OP0582
 OP0582.The horizontal coordinates were scaled from a topographic map and have
 OP0582.an estimated accuracy of +/- 6 seconds.
 OP0582
 OP0582.The orthometric height was determined by differential leveling
 OP0582.and adjusted by the National Geodetic Survey in June 1991..
 OP0582
 OP0582.The geoid height was determined by GEOID03.
 OP0582
 OP0582.The dynamic height is computed by dividing the NAVD 88
 OP0582.geopotential number by the normal gravity value computed on the
 OP0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0582.degrees latitude (g = 980.6199 gals.).
 OP0582
 OP0582.The modeled gravity was interpolated from observed gravity values.
 OP0582
 OP0582;                    North         East    Units  Estimated Accuracy
 OP0582;SPC IA N     - 1,177,940.    1,326,530.      MT  (+/- 180 meters Scaled)
 OP0582
 OP0582                          SUPERSEDED SURVEY CONTROL
 OP0582
 OP0582  NGVD 29 (??/??/92)  459.775  (m)         1508.45   (f) ADJ UNCH    2 0
 OP0582
 OP0582.Superseded values are not recommended for survey control.
 OP0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0582.See file dsdata.txt to determine how the superseded data were derived.
 OP0582
 OP0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH858733(NAD 83)
 OP0582_MARKER: DB = BENCH MARK DISK
 OP0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0582_STAMPING: N 26 1934
 OP0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0582+STABILITY: SURFACE MOTION
 OP0582
 OP0582  HISTORY     - Date     Condition        Report By
 OP0582  HISTORY     - 1934     MONUMENTED       CGS
 OP0582  HISTORY     - 1943     GOOD             NGS
 OP0582
 OP0582                          STATION DESCRIPTION
 OP0582
 OP0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OP0582'IN PRIMGHAR.
 OP0582'AT PRIMGHAR, OBRIEN COUNTY, 5 POLES SOUTH OF THE ILLINOIS CENTRAL
 OP0582'RAILROAD STATION, 100 YARDS SOUTH OF A SIDETRACK SWITCH, AT A ROAD
 OP0582'CROSSING, 42 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 46.7 FEET
 OP0582'NORTHEAST OF THE NORTHEAST RAIL, AND 4.5 FEET SOUTHWEST OF A CORNER
 OP0582'FENCE POST.  A STANDARD DISK, STAMPED N 26 1934 AND SET IN THE TOP OF
 OP0582'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0034 ***********************************************************************
 NL0034  DESIGNATION -  N 27
 NL0034  PID         -  NL0034
 NL0034  STATE/COUNTY-  IA/HUMBOLDT
 NL0034  USGS QUAD   -  BRADGATE (1980)
 NL0034
 NL0034                         *CURRENT SURVEY CONTROL
 NL0034  ___________________________________________________________________
 NL0034* NAD 83(1986)-  42 48 06.     (N)    094 25 04.     (W)     SCALED    
 NL0034* NAVD 88     -       341.746  (meters)    1121.21   (feet)  ADJUSTED  
 NL0034  ___________________________________________________________________
 NL0034  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 NL0034  DYNAMIC HT  -         341.639 (meters)    1120.86  (feet)  COMP
 NL0034  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 NL0034
 NL0034  VERT ORDER  -  SECOND    CLASS 0
 NL0034
 NL0034.The horizontal coordinates were scaled from a topographic map and have
 NL0034.an estimated accuracy of +/- 6 seconds.
 NL0034
 NL0034.The orthometric height was determined by differential leveling
 NL0034.and adjusted by the National Geodetic Survey in June 1991..
 NL0034
 NL0034.The geoid height was determined by GEOID03.
 NL0034
 NL0034.The dynamic height is computed by dividing the NAVD 88
 NL0034.geopotential number by the normal gravity value computed on the
 NL0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0034.degrees latitude (g = 980.6199 gals.).
 NL0034
 NL0034.The modeled gravity was interpolated from observed gravity values.
 NL0034
 NL0034;                    North         East    Units  Estimated Accuracy
 NL0034;SPC IA N     - 1,144,990.    1,424,930.      MT  (+/- 180 meters Scaled)
 NL0034
 NL0034                          SUPERSEDED SURVEY CONTROL
 NL0034
 NL0034  NGVD 29 (??/??/92)  341.684  (m)         1121.01   (f) ADJ UNCH    2 0
 NL0034
 NL0034.Superseded values are not recommended for survey control.
 NL0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0034.See file dsdata.txt to determine how the superseded data were derived.
 NL0034
 NL0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH840397(NAD 83)
 NL0034_MARKER: DB = BENCH MARK DISK
 NL0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0034_STAMPING: N 27 1934
 NL0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0034+STABILITY: SURFACE MOTION
 NL0034
 NL0034  HISTORY     - Date     Condition        Report By
 NL0034  HISTORY     - 1934     MONUMENTED       CGS
 NL0034  HISTORY     - 1976     MARK NOT FOUND   USGS
 NL0034
 NL0034                          STATION DESCRIPTION
 NL0034
 NL0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0034'AT BRADGATE.
 NL0034'AT BRADGATE, HUMBOLDT COUNTY, 57.6 FEET EAST OF THE SOUTHEAST
 NL0034'CORNER OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, ABOUT 80
 NL0034'YARDS WEST OF MILEPOST 128, 57.0 FEET NORTHWEST OF A COUNTY-ROAD
 NL0034'CROSSING, 33.8 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 NL0034'AND 4.2 FEET SOUTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 NL0034'N 27 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 NL0034'5 INCHES ABOVE GROUND.
 NL0034
 NL0034                          STATION RECOVERY (1976)
 NL0034
 NL0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NL0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0461 ***********************************************************************
 NK0461  DESIGNATION -  N 28
 NK0461  PID         -  NK0461
 NK0461  STATE/COUNTY-  IA/WRIGHT
 NK0461  USGS QUAD   -  CLARION (1978)
 NK0461
 NK0461                         *CURRENT SURVEY CONTROL
 NK0461  ___________________________________________________________________
 NK0461* NAD 83(1986)-  42 44 20.     (N)    093 43 03.     (W)     SCALED    
 NK0461* NAVD 88     -       359.044  (meters)    1177.96   (feet)  ADJUSTED  
 NK0461  ___________________________________________________________________
 NK0461  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 NK0461  DYNAMIC HT  -         358.959 (meters)    1177.68  (feet)  COMP
 NK0461  MODELED GRAV-     980,372.6   (mgal)                       NAVD 88
 NK0461
 NK0461  VERT ORDER  -  SECOND    CLASS 0
 NK0461
 NK0461.The horizontal coordinates were scaled from a topographic map and have
 NK0461.an estimated accuracy of +/- 6 seconds.
 NK0461
 NK0461.The orthometric height was determined by differential leveling
 NK0461.and adjusted by the National Geodetic Survey in June 1991..
 NK0461
 NK0461.The geoid height was determined by GEOID03.
 NK0461
 NK0461.The dynamic height is computed by dividing the NAVD 88
 NK0461.geopotential number by the normal gravity value computed on the
 NK0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0461.degrees latitude (g = 980.6199 gals.).
 NK0461
 NK0461.The modeled gravity was interpolated from observed gravity values.
 NK0461
 NK0461;                    North         East    Units  Estimated Accuracy
 NK0461;SPC IA N     - 1,137,640.    1,482,190.      MT  (+/- 180 meters Scaled)
 NK0461
 NK0461                          SUPERSEDED SURVEY CONTROL
 NK0461
 NK0461  NGVD 29 (??/??/92)  359.037  (m)         1177.94   (f) ADJ UNCH    2 0
 NK0461
 NK0461.Superseded values are not recommended for survey control.
 NK0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0461.See file dsdata.txt to determine how the superseded data were derived.
 NK0461
 NK0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH412320(NAD 83)
 NK0461_MARKER: DB = BENCH MARK DISK
 NK0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0461_STAMPING: N 28 1934
 NK0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0461+STABILITY: SURFACE MOTION
 NK0461
 NK0461  HISTORY     - Date     Condition        Report By
 NK0461  HISTORY     - 1934     MONUMENTED       CGS
 NK0461  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0461
 NK0461                          STATION DESCRIPTION
 NK0461
 NK0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0461'1.2 MI E FROM CLARION.
 NK0461'1.2 MILES EAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 NK0461'STATION AT CLARION, WRIGHT COUNTY, 2 POLES EAST OF THE FIFTEENTH
 NK0461'POLE WEST OF MILEPOST 343, 0.4 MILE EAST OF A TOWNSHIP ROAD
 NK0461'AND STREET CROSSING, 0.1 MILE WEST OF THE INTERSECTION WITH
 NK0461'A SECTION LINE, 63.1 FEET NORTH OF THE NORTH RAIL, AND 1.2 FEET
 NK0461'SOUTH OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED N
 NK0461'28 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 NK0461'INCHES ABOVE GROUND.
 NK0461
 NK0461                          STATION RECOVERY (1974)
 NK0461
 NK0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0151 ***********************************************************************
 NK0151  DESIGNATION -  N 29
 NK0151  PID         -  NK0151
 NK0151  STATE/COUNTY-  IA/BUTLER
 NK0151  USGS QUAD   -  DUMONT NORTH (1972)
 NK0151
 NK0151                         *CURRENT SURVEY CONTROL
 NK0151  ___________________________________________________________________
 NK0151* NAD 83(1996)-  42 46 14.13607(N)    092 54 43.85391(W)     ADJUSTED  
 NK0151* NAVD 88     -       313.267  (meters)    1027.78   (feet)  ADJUSTED  
 NK0151  ___________________________________________________________________
 NK0151  X           -    -238,251.527 (meters)                     COMP
 NK0151  Y           -  -4,683,447.485 (meters)                     COMP
 NK0151  Z           -   4,309,020.028 (meters)                     COMP
 NK0151  LAPLACE CORR-          -8.08  (seconds)                    DEFLEC99
 NK0151  ELLIP HEIGHT-         281.99  (meters)          (05/06/99) GPS OBS
 NK0151  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 NK0151  DYNAMIC HT  -         313.155 (meters)    1027.41  (feet)  COMP
 NK0151  MODELED GRAV-     980,256.1   (mgal)                       NAVD 88
 NK0151
 NK0151  HORZ ORDER  -  THIRD
 NK0151  VERT ORDER  -  SECOND    CLASS 0
 NK0151  ELLP ORDER  -  FOURTH    CLASS I
 NK0151
 NK0151.The horizontal coordinates were established by GPS observations
 NK0151.and adjusted by the National Geodetic Survey in May 1999..
 NK0151
 NK0151.The orthometric height was determined by differential leveling
 NK0151.and adjusted by the National Geodetic Survey in June 1991..
 NK0151
 NK0151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0151
 NK0151.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0151
 NK0151.The ellipsoidal height was determined by GPS observations
 NK0151.and is referenced to NAD 83.
 NK0151
 NK0151.The geoid height was determined by GEOID03.
 NK0151
 NK0151.The dynamic height is computed by dividing the NAVD 88
 NK0151.geopotential number by the normal gravity value computed on the
 NK0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0151.degrees latitude (g = 980.6199 gals.).
 NK0151
 NK0151.The modeled gravity was interpolated from observed gravity values.
 NK0151
 NK0151;                    North         East     Units Scale Factor Converg.
 NK0151;SPC IA N     - 1,141,300.767 1,548,106.271   MT  0.99994698   +0 23 54.2
 NK0151;UTM  15      - 4,735,343.829   507,184.502   MT  0.99960064   +0 03 34.7
 NK0151
 NK0151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0151!SPC IA N     -   0.99995578  x   0.99994698  =   0.99990276
 NK0151!UTM  15      -   0.99995578  x   0.99960064  =   0.99955644
 NK0151
 NK0151                          SUPERSEDED SURVEY CONTROL
 NK0151
 NK0151  NAD 83(1996)-  42 46 14.13607(N)    092 54 43.85390(W) AD(       ) 3
 NK0151  NAD 83(1986)-  42 46 14.13174(N)    092 54 43.84821(W) AD(       ) 3
 NK0151  NGVD 29 (??/??/92)  313.249  (m)         1027.72   (f) ADJ UNCH    2 0
 NK0151
 NK0151.Superseded values are not recommended for survey control.
 NK0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0151.See file dsdata.txt to determine how the superseded data were derived.
 NK0151
 NK0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH0718535344(NAD 83)
 NK0151_MARKER: DB = BENCH MARK DISK
 NK0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0151_SP_SET: CONCRETE POST
 NK0151_STAMPING: N 29 1934
 NK0151_MARK LOGO: CGS   
 NK0151_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0151+STABILITY: SURFACE MOTION
 NK0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0151+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1989
 NK0151
 NK0151  HISTORY     - Date     Condition        Report By
 NK0151  HISTORY     - 1934     MONUMENTED       CGS
 NK0151  HISTORY     - 19890921 GOOD             NGS
 NK0151
 NK0151                          STATION DESCRIPTION
 NK0151
 NK0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0151'0.3 MI W FROM BRISTOW.
 NK0151'0.3 MILE WEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 NK0151'STATION AT BRISTOW, BUTLER COUNTY, ABOUT 120 YARDS WEST OF THE
 NK0151'FIFTEENTH POLE WEST OF MILEPOST 301, ABOUT 50 YARDS WEST OF THE
 NK0151'WEST END OF A SWITCH ON A PASSING TRACK, 61.0 FEET NORTHEAST
 NK0151'OF THE PUBLIC-ROAD CROSSING OF THE MAIN TRACK, 36.3 FEET NORTH
 NK0151'OF THE NORTH RAIL OF THE MAIN TRACK, 22.2 FEET NORTH OF THE NORTH
 NK0151'RAIL OF THE PASSING TRACK, 11.0 FEET EAST OF A RIGHT-OF-WAY
 NK0151'FENCE CORNER, AND 1.2 FEET SOUTH OF THE FENCE.  A STANDARD DISK,
 NK0151'STAMPED N 29 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0151'PROJECTING 5 INCHES ABOVE GROUND.
 NK0151
 NK0151                          STATION RECOVERY (1989)
 NK0151
 NK0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NK0151'THE STATION IS LOCATED IN THE WEST SECTION OF THE TOWN OF BRISTOW.
 NK0151'OWNERSHIP--SHEAR ELEVATOR, INC., 625 WEST STREET, BRISTOW, IA 50611,
 NK0151'PHONE 515-775-3231.
 NK0151'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND COUNTY
 NK0151'ROAD T 24, JUST SOUTH OF BRISTOW, GO NORTH ON COUNTY ROAD T 24 FOR 2.4
 NK0151'KM (1.50 MI) TO WOODLAND AVENUE ON THE LEFT.  TRUN LEFT AND GO WEST
 NK0151'FOR 0.2 KM (0.10 MI) TO A CURVE AND WEST STREET.  GO NORTH ON WEST
 NK0151'STREET FOR 0.3 KM (0.20 MI) TO TRUAX STREET ON THE LEFT.  TRUN LEFT
 NK0151'AND GO WEST FOR 0.6 KM (0.35 MI) TO RAILROAD TRACKS AND THE MARK ON
 NK0151'THE RIGHT JUST NORTH OF THE TRACKS.
 NK0151'THE STATION IS A STANDARD CGS BENCHMARK DISK LOCATED 10.7 M (35.1 FT)
 NK0151'EAST OF THE CENTER OF GRAVEL ROAD, 7.8 M (25.6 FT) SOUTH OF THE SOUTH
 NK0151'WOODEN GATE POST, 6.8 M (22.3 FT) NORTH OF AND 0.9 M (3.0 FT) HIGHER
 NK0151'THAN THE NORTH RAIL OF TRACKS AND 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS
 NK0151'WITNESS POST.
 NK0151'DESCRIBED BY D.A. BOWLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0065 ***********************************************************************
 MJ0065  DESIGNATION -  N 3
 MJ0065  PID         -  MJ0065
 MJ0065  STATE/COUNTY-  IA/BOONE
 MJ0065  USGS QUAD   -  BERKLEY (1982)
 MJ0065
 MJ0065                         *CURRENT SURVEY CONTROL
 MJ0065  ___________________________________________________________________
 MJ0065* NAD 83(1986)-  41 58 44.     (N)    094 04 46.     (W)     SCALED    
 MJ0065* NAVD 88     -       310.721  (meters)    1019.42   (feet)  ADJUSTED  
 MJ0065  ___________________________________________________________________
 MJ0065  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 MJ0065  DYNAMIC HT  -         310.625 (meters)    1019.11  (feet)  COMP
 MJ0065  MODELED GRAV-     980,304.5   (mgal)                       NAVD 88
 MJ0065
 MJ0065  VERT ORDER  -  FIRST     CLASS II
 MJ0065
 MJ0065.The horizontal coordinates were scaled from a topographic map and have
 MJ0065.an estimated accuracy of +/- 6 seconds.
 MJ0065
 MJ0065.The orthometric height was determined by differential leveling
 MJ0065.and adjusted by the National Geodetic Survey in June 1991..
 MJ0065
 MJ0065.The geoid height was determined by GEOID03.
 MJ0065
 MJ0065.The dynamic height is computed by dividing the NAVD 88
 MJ0065.geopotential number by the normal gravity value computed on the
 MJ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0065.degrees latitude (g = 980.6199 gals.).
 MJ0065
 MJ0065.The modeled gravity was interpolated from observed gravity values.
 MJ0065
 MJ0065;                    North         East    Units  Estimated Accuracy
 MJ0065;SPC IA N     - 1,053,360.    1,451,980.      MT  (+/- 180 meters Scaled)
 MJ0065
 MJ0065                          SUPERSEDED SURVEY CONTROL
 MJ0065
 MJ0065  NGVD 29 (??/??/92)  310.700  (m)         1019.35   (f) ADJ UNCH    1 2
 MJ0065
 MJ0065.Superseded values are not recommended for survey control.
 MJ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0065.See file dsdata.txt to determine how the superseded data were derived.
 MJ0065
 MJ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG105479(NAD 83)
 MJ0065_MARKER: DB = BENCH MARK DISK
 MJ0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0065_STAMPING: 1019.355 N 3 1930
 MJ0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0065+STABILITY: SURFACE MOTION
 MJ0065
 MJ0065  HISTORY     - Date     Condition        Report By
 MJ0065  HISTORY     - 1930     MONUMENTED       CGS
 MJ0065  HISTORY     - 1934     GOOD             NGS
 MJ0065
 MJ0065                          STATION DESCRIPTION
 MJ0065
 MJ0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MJ0065'4 MI SW FROM OGDEN.
 MJ0065'4.0 MILES SOUTHWEST ALONG THE ABANDONED MINNEAPOLIS AND ST. LOUIS
 MJ0065'RAILROAD, FROM OGDEN, BOONE COUNTY, ABOUT 1/8 MILE SOUTHWEST OF
 MJ0065'MILEPOST 262, 7 FEET SOUTH OF THE SOUTH FENCE LINE OF A ROAD
 MJ0065'FENCED 55 FEET WIDE, 44 FEET SOUTHEAST OF THE CENTERLINE OF THE
 MJ0065'TRACK, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED 1019.355
 MJ0065'N 3 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0128 ***********************************************************************
 NK0128  DESIGNATION -  N 30
 NK0128  PID         -  NK0128
 NK0128  STATE/COUNTY-  IA/GRUNDY
 NK0128  USGS QUAD   -  GRUNDY CENTER (1979)
 NK0128
 NK0128                         *CURRENT SURVEY CONTROL
 NK0128  ___________________________________________________________________
 NK0128* NAD 83(1986)-  42 22 04.     (N)    092 46 10.     (W)     SCALED    
 NK0128* NAVD 88     -       299.332  (meters)     982.06   (feet)  ADJUSTED  
 NK0128  ___________________________________________________________________
 NK0128  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 NK0128  DYNAMIC HT  -         299.217 (meters)     981.68  (feet)  COMP
 NK0128  MODELED GRAV-     980,230.1   (mgal)                       NAVD 88
 NK0128
 NK0128  VERT ORDER  -  SECOND    CLASS 0
 NK0128
 NK0128.The horizontal coordinates were scaled from a topographic map and have
 NK0128.an estimated accuracy of +/- 6 seconds.
 NK0128
 NK0128.The orthometric height was determined by differential leveling
 NK0128.and adjusted by the National Geodetic Survey in June 1991..
 NK0128
 NK0128.The geoid height was determined by GEOID03.
 NK0128
 NK0128.The dynamic height is computed by dividing the NAVD 88
 NK0128.geopotential number by the normal gravity value computed on the
 NK0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0128.degrees latitude (g = 980.6199 gals.).
 NK0128
 NK0128.The modeled gravity was interpolated from observed gravity values.
 NK0128
 NK0128;                    North         East    Units  Estimated Accuracy
 NK0128;SPC IA N     - 1,096,650.    1,560,170.      MT  (+/- 180 meters Scaled)
 NK0128
 NK0128                          SUPERSEDED SURVEY CONTROL
 NK0128
 NK0128  NGVD 29 (??/??/92)  299.309  (m)          981.98   (f) ADJ UNCH    2 0
 NK0128
 NK0128.Superseded values are not recommended for survey control.
 NK0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0128.See file dsdata.txt to determine how the superseded data were derived.
 NK0128
 NK0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG189906(NAD 83)
 NK0128_MARKER: DB = BENCH MARK DISK
 NK0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0128_SP_SET: BUILDING
 NK0128_STAMPING: N 30 1934
 NK0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0128
 NK0128  HISTORY     - Date     Condition        Report By
 NK0128  HISTORY     - 1934     MONUMENTED       CGS
 NK0128  HISTORY     - 1974     GOOD             USGS
 NK0128
 NK0128                          STATION DESCRIPTION
 NK0128
 NK0128'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NK0128'AT GRUNDY CENTER.
 NK0128'AT GRUNDY CENTER, GRUNDY COUNTY, 181 YARDS EAST OF THE CHICAGO,
 NK0128'ROCK ISLAND AND PACIFIC RAILWAY STATION, 105 FT EAST OF STREET
 NK0128'X-ING, 42 FT SW OF SW CORNER OF BUILDING, 23 FT N OF N RAIL, 16
 NK0128'FT S OF S RAIL OF SIDE TRACK AND 0.6 FT S OF NGS WITNESS POST,
 NK0128'A STD TABLET STAMPED N 30 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0424 ***********************************************************************
 NK0424  DESIGNATION -  N 31
 NK0424  PID         -  NK0424
 NK0424  STATE/COUNTY-  IA/HAMILTON
 NK0424  USGS QUAD   -  WILLIAMS (1978)
 NK0424
 NK0424                         *CURRENT SURVEY CONTROL
 NK0424  ___________________________________________________________________
 NK0424* NAD 83(1986)-  42 29 22.     (N)    093 32 36.     (W)     SCALED    
 NK0424* NAVD 88     -       367.292  (meters)    1205.02   (feet)  ADJUSTED  
 NK0424  ___________________________________________________________________
 NK0424  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 NK0424  DYNAMIC HT  -         367.206 (meters)    1204.74  (feet)  COMP
 NK0424  MODELED GRAV-     980,374.9   (mgal)                       NAVD 88
 NK0424
 NK0424  VERT ORDER  -  SECOND    CLASS 0
 NK0424
 NK0424.The horizontal coordinates were scaled from a topographic map and have
 NK0424.an estimated accuracy of +/- 6 seconds.
 NK0424
 NK0424.The orthometric height was determined by differential leveling
 NK0424.and adjusted by the National Geodetic Survey in June 1991..
 NK0424
 NK0424.The geoid height was determined by GEOID03.
 NK0424
 NK0424.The dynamic height is computed by dividing the NAVD 88
 NK0424.geopotential number by the normal gravity value computed on the
 NK0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0424.degrees latitude (g = 980.6199 gals.).
 NK0424
 NK0424.The modeled gravity was interpolated from observed gravity values.
 NK0424
 NK0424;                    North         East    Units  Estimated Accuracy
 NK0424;SPC IA N     - 1,109,910.    1,496,440.      MT  (+/- 180 meters Scaled)
 NK0424
 NK0424                          SUPERSEDED SURVEY CONTROL
 NK0424
 NK0424  NGVD 29 (??/??/92)  367.301  (m)         1205.05   (f) ADJ UNCH    2 0
 NK0424
 NK0424.Superseded values are not recommended for survey control.
 NK0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0424.See file dsdata.txt to determine how the superseded data were derived.
 NK0424
 NK0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH553042(NAD 83)
 NK0424_MARKER: DB = BENCH MARK DISK
 NK0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0424_STAMPING: N 31 1934
 NK0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0424+STABILITY: SURFACE MOTION
 NK0424
 NK0424  HISTORY     - Date     Condition        Report By
 NK0424  HISTORY     - 1934     MONUMENTED       CGS
 NK0424
 NK0424                          STATION DESCRIPTION
 NK0424
 NK0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0424'AT WILLIAMS.
 NK0424'AT WILLIAMS, 170 YARDS EAST OF THE ILLINOIS CENTRAL RAILROAD
 NK0424'STATION, 170 YARDS WEST OF MILEPOST 341, 57.6 FEET SOUTH OF THE
 NK0424'SOUTH RAIL OF THE NORTH SIDE-TRACK, AND 21.4 FEET SOUTH OF THE
 NK0424'SOUTH RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED N 31 1934
 NK0424'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 NK0424'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0362 ***********************************************************************
 NK0362  DESIGNATION -  N 32
 NK0362  PID         -  NK0362
 NK0362  STATE/COUNTY-  IA/BOONE
 NK0362  USGS QUAD   -  BOONE WEST (1976)
 NK0362
 NK0362                         *CURRENT SURVEY CONTROL
 NK0362  ___________________________________________________________________
 NK0362* NAD 83(1986)-  42 03 48.     (N)    093 55 24.     (W)     SCALED    
 NK0362* NAVD 88     -       330.055  (meters)    1082.86   (feet)  ADJUSTED  
 NK0362  ___________________________________________________________________
 NK0362  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 NK0362  DYNAMIC HT  -         329.957 (meters)    1082.53  (feet)  COMP
 NK0362  MODELED GRAV-     980,314.1   (mgal)                       NAVD 88
 NK0362
 NK0362  VERT ORDER  -  SECOND    CLASS 0
 NK0362
 NK0362.The horizontal coordinates were scaled from a topographic map and have
 NK0362.an estimated accuracy of +/- 6 seconds.
 NK0362
 NK0362.The orthometric height was determined by differential leveling
 NK0362.and adjusted by the National Geodetic Survey in June 1991..
 NK0362
 NK0362.The geoid height was determined by GEOID03.
 NK0362
 NK0362.The dynamic height is computed by dividing the NAVD 88
 NK0362.geopotential number by the normal gravity value computed on the
 NK0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0362.degrees latitude (g = 980.6199 gals.).
 NK0362
 NK0362.The modeled gravity was interpolated from observed gravity values.
 NK0362
 NK0362;                    North         East    Units  Estimated Accuracy
 NK0362;SPC IA N     - 1,062,660.    1,464,960.      MT  (+/- 180 meters Scaled)
 NK0362
 NK0362                          SUPERSEDED SURVEY CONTROL
 NK0362
 NK0362  NGVD 29 (??/??/92)  330.033  (m)         1082.78   (f) ADJ UNCH    2 0
 NK0362
 NK0362.Superseded values are not recommended for survey control.
 NK0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0362.See file dsdata.txt to determine how the superseded data were derived.
 NK0362
 NK0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG236572(NAD 83)
 NK0362_MARKER: DB = BENCH MARK DISK
 NK0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0362_STAMPING: N 32 1934
 NK0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0362+STABILITY: SURFACE MOTION
 NK0362
 NK0362  HISTORY     - Date     Condition        Report By
 NK0362  HISTORY     - 1934     MONUMENTED       CGS
 NK0362  HISTORY     - 1965     MARK NOT FOUND   USGS
 NK0362
 NK0362                          STATION DESCRIPTION
 NK0362
 NK0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0362'2.1 MI W FROM BOONE.
 NK0362'2.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0362'THE STATION AT BOONE, 79 YARDS EAST OF TRESTLE 607, AT A ROAD
 NK0362'CROSSING, 30 FEET WEST OF THE CENTERLINE OF THE ROAD, 13.7 FEET
 NK0362'SOUTH OF THE SOUTH RAIL OF A SIDETRACK, 7 FEET SOUTHWEST OF THE
 NK0362'POST NEAREST THE TRACK, AND 3 FEET WEST OF A FENCE.  A STANDARD
 NK0362'DISK, STAMPED N 32 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0362'PROJECTING 2 INCHES ABOVE GROUND.
 NK0362
 NK0362                          STATION RECOVERY (1965)
 NK0362
 NK0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NK0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0393 ***********************************************************************
 MH0393  DESIGNATION -  N 33
 MH0393  PID         -  MH0393
 MH0393  STATE/COUNTY-  IA/POLK
 MH0393  USGS QUAD   -  ELKHART (1972)
 MH0393
 MH0393                         *CURRENT SURVEY CONTROL
 MH0393  ___________________________________________________________________
 MH0393* NAD 83(1986)-  41 49 07.     (N)    093 31 34.     (W)     SCALED    
 MH0393* NAVD 88     -       285.868  (meters)     937.89   (feet)  ADJUSTED  
 MH0393  ___________________________________________________________________
 MH0393  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 MH0393  DYNAMIC HT  -         285.750 (meters)     937.50  (feet)  COMP
 MH0393  MODELED GRAV-     980,201.0   (mgal)                       NAVD 88
 MH0393
 MH0393  VERT ORDER  -  SECOND    CLASS 0
 MH0393
 MH0393.The horizontal coordinates were scaled from a topographic map and have
 MH0393.an estimated accuracy of +/- 6 seconds.
 MH0393
 MH0393.The orthometric height was determined by differential leveling
 MH0393.and adjusted by the National Geodetic Survey in June 1991..
 MH0393
 MH0393.The geoid height was determined by GEOID03.
 MH0393
 MH0393.The dynamic height is computed by dividing the NAVD 88
 MH0393.geopotential number by the normal gravity value computed on the
 MH0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0393.degrees latitude (g = 980.6199 gals.).
 MH0393
 MH0393.The modeled gravity was interpolated from observed gravity values.
 MH0393
 MH0393;                    North         East    Units  Estimated Accuracy
 MH0393;SPC IA S     -   201,960.      497,830.      MT  (+/- 180 meters Scaled)
 MH0393
 MH0393                          SUPERSEDED SURVEY CONTROL
 MH0393
 MH0393  NGVD 29 (??/??/92)  285.847  (m)          937.82   (f) ADJ UNCH    2 0
 MH0393
 MH0393.Superseded values are not recommended for survey control.
 MH0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0393.See file dsdata.txt to determine how the superseded data were derived.
 MH0393
 MH0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG563297(NAD 83)
 MH0393_MARKER: DB = BENCH MARK DISK
 MH0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0393_STAMPING: N 33 1934
 MH0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0393+STABILITY: SURFACE MOTION
 MH0393
 MH0393  HISTORY     - Date     Condition        Report By
 MH0393  HISTORY     - 1934     MONUMENTED       CGS
 MH0393  HISTORY     - 1971     MARK NOT FOUND   NGS
 MH0393  HISTORY     - 19910503 MARK NOT FOUND   USPSQD
 MH0393
 MH0393                          STATION DESCRIPTION
 MH0393
 MH0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0393'1.7 MI N FROM ELKHART.
 MH0393'1.7 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0393'RAILWAY FROM THE STATION AT ELKHART, POLK COUNTY, AT A ROAD
 MH0393'CROSSING, 39 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 20.8
 MH0393'FEET EAST OF THE EAST RAIL, AND 30.3 FEET SOUTHWEST OF A FENCE
 MH0393'CORNER.  A STANDARD DISK, STAMPED N 33 1934 AND SET IN THE TOP
 MH0393'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 MH0393
 MH0393                          STATION RECOVERY (1971)
 MH0393
 MH0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MH0393'MARK NOT FOUND.
 MH0393
 MH0393                          STATION RECOVERY (1991)
 MH0393
 MH0393'RECOVERY NOTE BY US POWER SQUADRON 1991 (CJP)
 MH0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0691 ***********************************************************************
 OO0691  DESIGNATION -  N 34
 OO0691  PID         -  OO0691
 OO0691  STATE/COUNTY-  IA/WINNEBAGO
 OO0691  USGS QUAD   -  LAKE MILLS (1972)
 OO0691
 OO0691                         *CURRENT SURVEY CONTROL
 OO0691  ___________________________________________________________________
 OO0691* NAD 83(1986)-  43 25 22.     (N)    093 32 36.     (W)     SCALED    
 OO0691* NAVD 88     -       384.604  (meters)    1261.82   (feet)  ADJUSTED  
 OO0691  ___________________________________________________________________
 OO0691  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 OO0691  DYNAMIC HT  -         384.492 (meters)    1261.45  (feet)  COMP
 OO0691  MODELED GRAV-     980,318.0   (mgal)                       NAVD 88
 OO0691
 OO0691  VERT ORDER  -  SECOND    CLASS 0
 OO0691
 OO0691.The horizontal coordinates were scaled from a topographic map and have
 OO0691.an estimated accuracy of +/- 6 seconds.
 OO0691
 OO0691.The orthometric height was determined by differential leveling
 OO0691.and adjusted by the National Geodetic Survey in June 1991..
 OO0691
 OO0691.The geoid height was determined by GEOID03.
 OO0691
 OO0691.The dynamic height is computed by dividing the NAVD 88
 OO0691.geopotential number by the normal gravity value computed on the
 OO0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0691.degrees latitude (g = 980.6199 gals.).
 OO0691
 OO0691.The modeled gravity was interpolated from observed gravity values.
 OO0691
 OO0691;                    North         East    Units  Estimated Accuracy
 OO0691;SPC IA N     - 1,213,590.    1,496,490.      MT  (+/- 180 meters Scaled)
 OO0691
 OO0691                          SUPERSEDED SURVEY CONTROL
 OO0691
 OO0691  NGVD 29 (??/??/92)  384.566  (m)         1261.70   (f) ADJ UNCH    2 0
 OO0691
 OO0691.Superseded values are not recommended for survey control.
 OO0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0691.See file dsdata.txt to determine how the superseded data were derived.
 OO0691
 OO0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ560079(NAD 83)
 OO0691_MARKER: DB = BENCH MARK DISK
 OO0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0691_STAMPING: N 34 1934
 OO0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0691+STABILITY: SURFACE MOTION
 OO0691
 OO0691  HISTORY     - Date     Condition        Report By
 OO0691  HISTORY     - 1934     MONUMENTED       CGS
 OO0691  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0691
 OO0691                          STATION DESCRIPTION
 OO0691
 OO0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0691'0.5 MI W FROM LAKE MILLS.
 OO0691'0.5 MILE WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILWAY FROM THE
 OO0691'STATION AT LAKE MILLS, WINNEBAGO COUNTY, 0.1 MILE EAST OF MILEPOST
 OO0691'139, 130 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE CHICAGO
 OO0691'AND NORTH WESTERN RAILWAY, 29.6 FEET SOUTH OF THE SOUTH RAIL OF THE
 OO0691'MINNEAPOLIS AND ST. LOUIS RAILWAY, AND 28 FEET NORTHWEST OF A POWER
 OO0691'POLE.  A STANDARD DISK, STAMPED N 34 1934 AND SET IN THE TOP OF A
 OO0691'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE
 OO0691'MINNEAPOLIS AND ST. LOUIS RAILWAY HAS BEEN MERGED WITH THE CHICAGO AND
 OO0691'NORTHWESTERN RAILWAY ON NOVEMBER 1960.
 OO0691
 OO0691                          STATION RECOVERY (1972)
 OO0691
 OO0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0648 ***********************************************************************
 OO0648  DESIGNATION -  N 35
 OO0648  PID         -  OO0648
 OO0648  STATE/COUNTY-  IA/WORTH
 OO0648  USGS QUAD   -  MANLY (1972)
 OO0648
 OO0648                         *CURRENT SURVEY CONTROL
 OO0648  ___________________________________________________________________
 OO0648* NAD 83(1986)-  43 17 50.     (N)    093 11 51.     (W)     SCALED    
 OO0648* NAVD 88     -       357.840  (meters)    1174.01   (feet)  ADJUSTED  
 OO0648  ___________________________________________________________________
 OO0648  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 OO0648  DYNAMIC HT  -         357.773 (meters)    1173.79  (feet)  COMP
 OO0648  MODELED GRAV-     980,421.8   (mgal)                       NAVD 88
 OO0648
 OO0648  VERT ORDER  -  SECOND    CLASS 0
 OO0648
 OO0648.The horizontal coordinates were scaled from a topographic map and have
 OO0648.an estimated accuracy of +/- 6 seconds.
 OO0648
 OO0648.The orthometric height was determined by differential leveling
 OO0648.and adjusted by the National Geodetic Survey in June 1991..
 OO0648
 OO0648.The geoid height was determined by GEOID03.
 OO0648
 OO0648.The dynamic height is computed by dividing the NAVD 88
 OO0648.geopotential number by the normal gravity value computed on the
 OO0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0648.degrees latitude (g = 980.6199 gals.).
 OO0648
 OO0648.The modeled gravity was interpolated from observed gravity values.
 OO0648
 OO0648;                    North         East    Units  Estimated Accuracy
 OO0648;SPC IA N     - 1,199,680.    1,524,550.      MT  (+/- 180 meters Scaled)
 OO0648
 OO0648                          SUPERSEDED SURVEY CONTROL
 OO0648
 OO0648  NGVD 29 (??/??/92)  357.858  (m)         1174.07   (f) ADJ UNCH    2 0
 OO0648
 OO0648.Superseded values are not recommended for survey control.
 OO0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0648.See file dsdata.txt to determine how the superseded data were derived.
 OO0648
 OO0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH839938(NAD 83)
 OO0648_MARKER: DB = BENCH MARK DISK
 OO0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0648_STAMPING: N 35 1934
 OO0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0648+STABILITY: SURFACE MOTION
 OO0648
 OO0648  HISTORY     - Date     Condition        Report By
 OO0648  HISTORY     - 1934     MONUMENTED       CGS
 OO0648
 OO0648                          STATION DESCRIPTION
 OO0648
 OO0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0648'0.4 MI NE FROM MANLY.
 OO0648'0.4 MILE NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0648'UNION STATION AT MANLY, WORTH COUNTY, 170 YARDS NORTHEAST OF MILEPOST
 OO0648'49, 43.1 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, AND
 OO0648'1.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OO0648'STAMPED N 35 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OO0648'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0293 ***********************************************************************
 OO0293  DESIGNATION -  N 36
 OO0293  PID         -  OO0293
 OO0293  STATE/COUNTY-  IA/FLOYD
 OO0293  USGS QUAD   -  CHARLES CITY (1971)
 OO0293
 OO0293                         *CURRENT SURVEY CONTROL
 OO0293  ___________________________________________________________________
 OO0293* NAD 83(1986)-  43 04 30.     (N)    092 40 16.     (W)     SCALED    
 OO0293* NAVD 88     -       308.042  (meters)    1010.63   (feet)  ADJUSTED  
 OO0293  ___________________________________________________________________
 OO0293  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 OO0293  DYNAMIC HT  -         307.946 (meters)    1010.32  (feet)  COMP
 OO0293  MODELED GRAV-     980,299.7   (mgal)                       NAVD 88
 OO0293
 OO0293  VERT ORDER  -  SECOND    CLASS 0
 OO0293
 OO0293.The horizontal coordinates were scaled from a topographic map and have
 OO0293.an estimated accuracy of +/- 6 seconds.
 OO0293
 OO0293.The orthometric height was determined by differential leveling
 OO0293.and adjusted by the National Geodetic Survey in June 1991..
 OO0293
 OO0293.The geoid height was determined by GEOID03.
 OO0293
 OO0293.The dynamic height is computed by dividing the NAVD 88
 OO0293.geopotential number by the normal gravity value computed on the
 OO0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0293.degrees latitude (g = 980.6199 gals.).
 OO0293
 OO0293.The modeled gravity was interpolated from observed gravity values.
 OO0293
 OO0293;                    North         East    Units  Estimated Accuracy
 OO0293;SPC IA N     - 1,175,280.    1,567,500.      MT  (+/- 180 meters Scaled)
 OO0293
 OO0293                          SUPERSEDED SURVEY CONTROL
 OO0293
 OO0293  NGVD 29 (??/??/92)  308.032  (m)         1010.60   (f) ADJ UNCH    2 0
 OO0293
 OO0293.Superseded values are not recommended for survey control.
 OO0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0293.See file dsdata.txt to determine how the superseded data were derived.
 OO0293
 OO0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH267691(NAD 83)
 OO0293_MARKER: DB = BENCH MARK DISK
 OO0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0293_STAMPING: N 36 1934
 OO0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0293+STABILITY: SURFACE MOTION
 OO0293
 OO0293  HISTORY     - Date     Condition        Report By
 OO0293  HISTORY     - 1934     MONUMENTED       CGS
 OO0293  HISTORY     - 1961     MARK NOT FOUND   USGS
 OO0293
 OO0293                          STATION DESCRIPTION
 OO0293
 OO0293'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 OO0293'IN CHARLES CITY.
 OO0293'AT CHARLES CITY, FLOYD COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OO0293'PACIFIC RAILROAD, 77 YARDS EAST OF THE PASSENGER AND FREIGHT STATIONS,
 OO0293'42 YARDS EAST OF A WATER TANK, 78.5 FEET NORTH OF THE NORTH RAIL OF
 OO0293'THE MAIN TRACK, AND 14.3 FEET NORTH OF THE NORTH RAIL OF A NORTH
 OO0293'SIDETRACK.  A STANDARD DISK, STAMPED N 36 1934 AND SET IN THE TOP OF A
 OO0293'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0482 ***********************************************************************
 ON0482  DESIGNATION -  N 37
 ON0482  PID         -  ON0482
 ON0482  STATE/COUNTY-  IA/WINNESHIEK
 ON0482  USGS QUAD   -  FORT ATKINSON (1981)
 ON0482
 ON0482                         *CURRENT SURVEY CONTROL
 ON0482  ___________________________________________________________________
 ON0482* NAD 83(1986)-  43 11 15.     (N)    091 54 20.     (W)     SCALED    
 ON0482* NAVD 88     -       359.370  (meters)    1179.03   (feet)  ADJUSTED  
 ON0482  ___________________________________________________________________
 ON0482  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 ON0482  DYNAMIC HT  -         359.280 (meters)    1178.74  (feet)  COMP
 ON0482  MODELED GRAV-     980,359.0   (mgal)                       NAVD 88
 ON0482
 ON0482  VERT ORDER  -  SECOND    CLASS 0
 ON0482
 ON0482.The horizontal coordinates were scaled from a topographic map and have
 ON0482.an estimated accuracy of +/- 6 seconds.
 ON0482
 ON0482.The orthometric height was determined by differential leveling
 ON0482.and adjusted by the National Geodetic Survey in June 1991..
 ON0482
 ON0482.The geoid height was determined by GEOID03.
 ON0482
 ON0482.The dynamic height is computed by dividing the NAVD 88
 ON0482.geopotential number by the normal gravity value computed on the
 ON0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0482.degrees latitude (g = 980.6199 gals.).
 ON0482
 ON0482.The modeled gravity was interpolated from observed gravity values.
 ON0482
 ON0482;                    North         East    Units  Estimated Accuracy
 ON0482;SPC IA N     - 1,188,670.    1,629,610.      MT  (+/- 180 meters Scaled)
 ON0482
 ON0482                          SUPERSEDED SURVEY CONTROL
 ON0482
 ON0482  NGVD 29 (??/??/92)  359.382  (m)         1179.07   (f) ADJ UNCH    2 0
 ON0482
 ON0482.Superseded values are not recommended for survey control.
 ON0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0482.See file dsdata.txt to determine how the superseded data were derived.
 ON0482
 ON0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH889822(NAD 83)
 ON0482_MARKER: DB = BENCH MARK DISK
 ON0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0482_STAMPING: N 37 1934
 ON0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0482+STABILITY: SURFACE MOTION
 ON0482
 ON0482  HISTORY     - Date     Condition        Report By
 ON0482  HISTORY     - 1934     MONUMENTED       CGS
 ON0482  HISTORY     - 1977     MARK NOT FOUND   USGS
 ON0482
 ON0482                          STATION DESCRIPTION
 ON0482
 ON0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0482'1.9 MI SW FROM CALMAR.
 ON0482'1.9 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0482'PACIFIC RAILROAD FROM THE STATION AT CALMAR, WINNESHIEK COUNTY,
 ON0482'23 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 15 FEET NORTHWEST OF
 ON0482'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 37 1934 AND
 ON0482'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 ON0482'GROUND.
 ON0482
 ON0482                          STATION RECOVERY (1977)
 ON0482
 ON0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0029 ***********************************************************************
 NK0029  DESIGNATION -  N 38
 NK0029  PID         -  NK0029
 NK0029  STATE/COUNTY-  IA/BREMER
 NK0029  USGS QUAD   -  FREDERICKSBURG (1971)
 NK0029
 NK0029                         *CURRENT SURVEY CONTROL
 NK0029  ___________________________________________________________________
 NK0029* NAD 83(1986)-  42 54 32.     (N)    092 09 33.     (W)     SCALED    
 NK0029* NAVD 88     -       335.192  (meters)    1099.71   (feet)  ADJUSTED  
 NK0029  ___________________________________________________________________
 NK0029  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 NK0029  DYNAMIC HT  -         335.095 (meters)    1099.39  (feet)  COMP
 NK0029  MODELED GRAV-     980,324.1   (mgal)                       NAVD 88
 NK0029
 NK0029  VERT ORDER  -  SECOND    CLASS 0
 NK0029
 NK0029.The horizontal coordinates were scaled from a topographic map and have
 NK0029.an estimated accuracy of +/- 6 seconds.
 NK0029
 NK0029.The orthometric height was determined by differential leveling
 NK0029.and adjusted by the National Geodetic Survey in June 1991..
 NK0029
 NK0029.The geoid height was determined by GEOID03.
 NK0029
 NK0029.The dynamic height is computed by dividing the NAVD 88
 NK0029.geopotential number by the normal gravity value computed on the
 NK0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0029.degrees latitude (g = 980.6199 gals.).
 NK0029
 NK0029.The modeled gravity was interpolated from observed gravity values.
 NK0029
 NK0029;                    North         East    Units  Estimated Accuracy
 NK0029;SPC IA N     - 1,157,360.    1,609,490.      MT  (+/- 180 meters Scaled)
 NK0029
 NK0029                          SUPERSEDED SURVEY CONTROL
 NK0029
 NK0029  NGVD 29 (??/??/92)  335.204  (m)         1099.75   (f) ADJ UNCH    2 0
 NK0029
 NK0029.Superseded values are not recommended for survey control.
 NK0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0029.See file dsdata.txt to determine how the superseded data were derived.
 NK0029
 NK0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH686510(NAD 83)
 NK0029_MARKER: DB = BENCH MARK DISK
 NK0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0029_STAMPING: N 38 1934
 NK0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0029+STABILITY: SURFACE MOTION
 NK0029
 NK0029  HISTORY     - Date     Condition        Report By
 NK0029  HISTORY     - 1934     MONUMENTED       CGS
 NK0029  HISTORY     - 1971     MARK NOT FOUND   USGS
 NK0029  HISTORY     - 1984     MARK NOT FOUND   NGS
 NK0029
 NK0029                          STATION DESCRIPTION
 NK0029
 NK0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0029'4.8 MI SE FROM FREDERICKSBURG.
 NK0029'IN BREMER COUNTY, 4.8 MILES SOUTHEAST ALONG THE CHICAGO, GREAT
 NK0029'WESTERN RAILROAD FROM THE STATION AT FREDERICKSBURG, CHICKASAW
 NK0029'COUNTY, 0.1 MILE NORTHWEST OF MILEPOST 159, 169 YARDS SOUTHEAST
 NK0029'OF THE CENTER OF THE CROSSING OF A GRADED ROAD, 46 FEET NORTHEAST
 NK0029'OF THE NORTHEAST RAIL, AND 1.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 NK0029'FENCE.  A STANDARD DISK, STAMPED N 38 1934 AND SET IN THE TOP
 NK0029'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NK0029
 NK0029                          STATION RECOVERY (1971)
 NK0029
 NK0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NK0029'MARK NOT FOUND.
 NK0029
 NK0029                          STATION RECOVERY (1984)
 NK0029
 NK0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NK0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0174 ***********************************************************************
 NK0174  DESIGNATION -  N 39
 NK0174  PID         -  NK0174
 NK0174  STATE/COUNTY-  IA/BREMER
 NK0174  USGS QUAD   -  PLAINFIELD (1971)
 NK0174
 NK0174                         *CURRENT SURVEY CONTROL
 NK0174  ___________________________________________________________________
 NK0174* NAD 83(1986)-  42 50 42.     (N)    092 32 08.     (W)     SCALED    
 NK0174* NAVD 88     -       287.148  (meters)     942.08   (feet)  ADJUSTED  
 NK0174  ___________________________________________________________________
 NK0174  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NK0174  DYNAMIC HT  -         287.054 (meters)     941.78  (feet)  COMP
 NK0174  MODELED GRAV-     980,288.8   (mgal)                       NAVD 88
 NK0174
 NK0174  VERT ORDER  -  SECOND    CLASS 0
 NK0174
 NK0174.The horizontal coordinates were scaled from a topographic map and have
 NK0174.an estimated accuracy of +/- 6 seconds.
 NK0174
 NK0174.The orthometric height was determined by differential leveling
 NK0174.and adjusted by the National Geodetic Survey in June 1991..
 NK0174
 NK0174.The geoid height was determined by GEOID03.
 NK0174
 NK0174.The dynamic height is computed by dividing the NAVD 88
 NK0174.geopotential number by the normal gravity value computed on the
 NK0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0174.degrees latitude (g = 980.6199 gals.).
 NK0174
 NK0174.The modeled gravity was interpolated from observed gravity values.
 NK0174
 NK0174;                    North         East    Units  Estimated Accuracy
 NK0174;SPC IA N     - 1,149,850.    1,578,830.      MT  (+/- 180 meters Scaled)
 NK0174
 NK0174                          SUPERSEDED SURVEY CONTROL
 NK0174
 NK0174  NGVD 29 (??/??/92)  287.142  (m)          942.07   (f) ADJ UNCH    2 0
 NK0174
 NK0174.Superseded values are not recommended for survey control.
 NK0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0174.See file dsdata.txt to determine how the superseded data were derived.
 NK0174
 NK0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH379437(NAD 83)
 NK0174_MARKER: DB = BENCH MARK DISK
 NK0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0174_STAMPING: N 39 1934
 NK0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0174+STABILITY: SURFACE MOTION
 NK0174
 NK0174  HISTORY     - Date     Condition        Report By
 NK0174  HISTORY     - 1934     MONUMENTED       CGS
 NK0174
 NK0174                          STATION DESCRIPTION
 NK0174
 NK0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0174'AT PLAINFIELD.
 NK0174'AT PLAINFIELD, BREMER COUNTY, 342 YARDS NORTH OF THE ILLINOIS
 NK0174'CENTRAL RAILROAD STATION, 35 YARDS SOUTH OF THE SWITCH AT THE
 NK0174'SOUTH END OF A SIDETRACK, AND 39.5 FEET EAST OF THE EAST RAIL
 NK0174'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED N 39 1934 AND SET
 NK0174'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0370 ***********************************************************************
 MH0370  DESIGNATION -  N 4
 MH0370  PID         -  MH0370
 MH0370  STATE/COUNTY-  IA/POLK
 MH0370  USGS QUAD   -  DES MOINES SE (1976)
 MH0370
 MH0370                         *CURRENT SURVEY CONTROL
 MH0370  ___________________________________________________________________
 MH0370* NAD 83(1986)-  41 35 20.     (N)    093 33 31.     (W)     SCALED    
 MH0370* NAVD 88     -       243.958  (meters)     800.39   (feet)  ADJUSTED  
 MH0370  ___________________________________________________________________
 MH0370  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 MH0370  DYNAMIC HT  -         243.854 (meters)     800.04  (feet)  COMP
 MH0370  MODELED GRAV-     980,189.9   (mgal)                       NAVD 88
 MH0370
 MH0370  VERT ORDER  -  FIRST     CLASS II
 MH0370
 MH0370.The horizontal coordinates were scaled from a topographic map and have
 MH0370.an estimated accuracy of +/- 6 seconds.
 MH0370
 MH0370.The orthometric height was determined by differential leveling
 MH0370.and adjusted by the National Geodetic Survey in June 1991..
 MH0370
 MH0370.The geoid height was determined by GEOID03.
 MH0370
 MH0370.The dynamic height is computed by dividing the NAVD 88
 MH0370.geopotential number by the normal gravity value computed on the
 MH0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0370.degrees latitude (g = 980.6199 gals.).
 MH0370
 MH0370.The modeled gravity was interpolated from observed gravity values.
 MH0370
 MH0370;                    North         East    Units  Estimated Accuracy
 MH0370;SPC IA S     -   176,450.      495,110.      MT  (+/- 180 meters Scaled)
 MH0370
 MH0370                          SUPERSEDED SURVEY CONTROL
 MH0370
 MH0370  NGVD 29 (??/??/92)  243.932  (m)          800.30   (f) ADJ UNCH    1 2
 MH0370
 MH0370.Superseded values are not recommended for survey control.
 MH0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0370.See file dsdata.txt to determine how the superseded data were derived.
 MH0370
 MH0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG534042(NAD 83)
 MH0370_MARKER: DB = BENCH MARK DISK
 MH0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0370_SP_SET: PIER
 MH0370_STAMPING: 800.300 N 4 1930
 MH0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0370
 MH0370  HISTORY     - Date     Condition        Report By
 MH0370  HISTORY     - 1930     MONUMENTED       CGS
 MH0370  HISTORY     - 1934     GOOD             NGS
 MH0370
 MH0370                          STATION DESCRIPTION
 MH0370
 MH0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0370'3.1 MI E FROM DES MOINES.
 MH0370'3.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MH0370'FROM THE RIVER AT DES MOINES, POLK COUNTY, AT THE OVERHEAD
 MH0370'CROSSING OF STATE HIGHWAY 60, AT THE BENT BETWEEN THE MAIN
 MH0370'TRACKS, 10 FEET NORTH OF THE CENTERLINE OF THE EASTBOUND TRACK,
 MH0370'AT THE WEST PIER OF THE BENT, AND IN THE TOP OF THE SOUTHEAST
 MH0370'CORNER.  A STANDARD DISK, STAMPED 800.300 N 4 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0274 ***********************************************************************
 OO0274  CBN         -  This is a Cooperative Base Network Control Station.
 OO0274  DESIGNATION -  N 40
 OO0274  PID         -  OO0274
 OO0274  STATE/COUNTY-  IA/MITCHELL
 OO0274  USGS QUAD   -  OSAGE SW (1972)
 OO0274
 OO0274                         *CURRENT SURVEY CONTROL
 OO0274  ___________________________________________________________________
 OO0274* NAD 83(1996)-  43 20 04.82999(N)    092 52 41.22726(W)     ADJUSTED  
 OO0274* NAVD 88     -       363.458  (meters)    1192.45   (feet)  ADJUSTED  
 OO0274  ___________________________________________________________________
 OO0274  X           -    -233,320.869 (meters)                     COMP
 OO0274  Y           -  -4,640,897.928 (meters)                     COMP
 OO0274  Z           -   4,354,849.037 (meters)                     COMP
 OO0274  LAPLACE CORR-          -8.91  (seconds)                    DEFLEC99
 OO0274  ELLIP HEIGHT-         333.68  (meters)          (07/28/03) GPS OBS
 OO0274  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 OO0274  DYNAMIC HT  -         363.363 (meters)    1192.13  (feet)  COMP
 OO0274  MODELED GRAV-     980,347.7   (mgal)                       NAVD 88
 OO0274
 OO0274  HORZ ORDER  -  B
 OO0274  VERT ORDER  -  SECOND    CLASS 0
 OO0274  ELLP ORDER  -  FOURTH    CLASS I
 OO0274
 OO0274.The horizontal coordinates were established by GPS observations
 OO0274.and adjusted by the National Geodetic Survey in January 1997..
 OO0274.No horizontal observational check was made to the station.
 OO0274
 OO0274.The orthometric height was determined by differential leveling
 OO0274.and adjusted by the National Geodetic Survey in June 1991..
 OO0274
 OO0274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0274
 OO0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0274
 OO0274.The ellipsoidal height was determined by GPS observations
 OO0274.and is referenced to NAD 83.
 OO0274
 OO0274.The geoid height was determined by GEOID03.
 OO0274
 OO0274.The dynamic height is computed by dividing the NAVD 88
 OO0274.geopotential number by the normal gravity value computed on the
 OO0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0274.degrees latitude (g = 980.6199 gals.).
 OO0274
 OO0274.The modeled gravity was interpolated from observed gravity values.
 OO0274
 OO0274;                    North         East     Units Scale Factor Converg.
 OO0274;SPC IA N     - 1,203,983.211 1,550,432.925   MT  1.00001314   +0 25 17.3
 OO0274;UTM  15      - 4,797,988.188   509,880.258   MT  0.99960120   +0 05 01.1
 OO0274
 OO0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0274!SPC IA N     -   0.99994768  x   1.00001314  =   0.99996082
 OO0274!UTM  15      -   0.99994768  x   0.99960120  =   0.99954890
 OO0274
 OO0274                          SUPERSEDED SURVEY CONTROL
 OO0274
 OO0274  ELLIP H (01/15/97)  333.75   (m)                       GP(       ) 4 1
 OO0274  NAVD 88 (01/15/97)  363.46   (m)         1192.5    (f) LEVELING    3  
 OO0274  NGVD 29 (??/??/92)  363.448  (m)         1192.41   (f) ADJ UNCH    2 0
 OO0274
 OO0274.Superseded values are not recommended for survey control.
 OO0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0274.See file dsdata.txt to determine how the superseded data were derived.
 OO0274
 OO0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH0988097988(NAD 83)
 OO0274_MARKER: DB = BENCH MARK DISK
 OO0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0274_STAMPING: N 40 1934
 OO0274_MARK LOGO: CGS   
 OO0274_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0274+STABILITY: SURFACE MOTION
 OO0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0274+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 OO0274
 OO0274  HISTORY     - Date     Condition        Report By
 OO0274  HISTORY     - 1934     MONUMENTED       CGS
 OO0274  HISTORY     - 19960311 GOOD             MNDT
 OO0274  HISTORY     - 19960916 GOOD             IADT
 OO0274  HISTORY     - 20030205 GOOD             IADT
 OO0274
 OO0274                          STATION DESCRIPTION
 OO0274
 OO0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0274'1.1 MI NW FROM MITCHELL.
 OO0274'1.1 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 OO0274'STATION AT MITCHELL, MITCHELL COUNTY, 108 FEET SOUTHEAST OF A SECTION
 OO0274'ROAD CROSSING, 63 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 44.7 FEET
 OO0274'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 27 FEET SOUTHEAST
 OO0274'OF A FENCE CORNER, AND 2 FEET NORTHWEST OF THE RIGHT OF WAY FENCE.  A
 OO0274'STANDARD DISK, STAMPED N 40 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0274'PROJECTING 4 INCHES ABOVE GROUND.
 OO0274
 OO0274                          STATION RECOVERY (1996)
 OO0274
 OO0274'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (GWO)
 OO0274'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0274'THE MARK IS ABOUT 25 MI (40.2 KM) SSE OF THE CITY OF AUSTIN-MN IN THE
 OO0274'SE 1/4 OF SECTION 5, T98N, R17W.  TO REACH THE MARK FROM THE JCT OF
 OO0274'DART ST AND VAN BUREN ST IN MITCHELL-IA, GO NORTH FOR 0.95 MI (1.53
 OO0274'KM) ON DART ST, THEN GO WEST ON 395TH ST FOR 0.3 MI (0.5 KM) TO THE
 OO0274'MARK ON THE LEFT.  TO REACH THE MARK FROM THE IOWA BORDER ON TH 218 ON
 OO0274'THE SOUTH EDGE OF LYLE-MN, GO SOUTH FOR 9.25 MI (14.89 KM) ON TH 218,
 OO0274'THEN GO WEST FOR 0.05 MI (0.08 KM) ON TH 105, THEN GO SE ON TRAIN LANE
 OO0274'FOR 0.6 MI (1.0 KM) TO THE RR CROSSING, CONTINUE GOING SE FOR 1.25 MI
 OO0274'(2.01 KM) ON THE EAST SIDE OF THE RR TRACKS, THEN GO EAST FOR 0.4 MI
 OO0274'(0.6 KM) ON 410TH ST, THEN GO SOUTH, EAST AND SE ON RED BALL RD FOR
 OO0274'2.0 MI (3.2 KM) TO 395TH ST AND THE MARK STRAIGHT AHEAD. THE MARK, A
 OO0274'DISK SET IN A CONC POST, IS 63 FT (19.2 M) SOUTH OF 395TH ST, 44.7 FT
 OO0274'(13.6 M) NE OF THE NE RAIL OF THE RR TRACKS, 15.8 FT (4.8 M) SE OF THE
 OO0274'RR TIE FENCE COR, 28.4 FT (8.7 M) SE OF A P-POLE, 2 FT (0.6 M) SW OF A
 OO0274'BARB WIRE FENCE, AND 0.5 FT (15.2 CM) SW OF A WIT POST.  RECOVERED AND
 OO0274'DESCRIBED BY GREGORY W.  OBERN, CHECKED BY J.E.M.
 OO0274
 OO0274                          STATION RECOVERY (1996)
 OO0274
 OO0274'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 OO0274'LOCATED 8.0 MI (12.9 KM) SOUTHWEST OF STACYVILLE, 3.5 MI (5.6 KM)
 OO0274'SOUTHEAST OF ST.  ANSGAR, AND 1.0 MI (1.6 KM) NORTH OF MITCHELL, NEAR
 OO0274'THE CENTER OF SECTION 5, T 98 N, R 17 W.  TO REACH THE STATION FROM
 OO0274'THE INTERSECTION OF U.S.  HWY 218 AND COUNTY ROAD A 43 EAST OF
 OO0274'MITCHELL, GO WEST ON COUNTY ROAD A 43 (385TH ST.) FOR 2.0 MI (3.2 KM)
 OO0274'TO THE INTERSECTION OF RED BALL ROAD AND 385TH ST.  ON THE EAST SIDE
 OO0274'OF MITCHELL.  TURN RIGHT AND GO NORTH AND THEN EAST ON RED BALL ROAD
 OO0274'FOR 0.4 MI (0.6 KM) TO THE TOWN T CONCRETE CORNER OF THE VASI LIGHT
 OO0274'BASE, 0.7 M (2.3 FT) NORTH OF A (PINK) METAL GEODETIC SURVEY
 OO0274'MARKER/HARN STATION WITNESS POST, AND THE STATION IS ABOUT 0.7 M (2.3
 OO0274'FT) BELOW THE RUNWAY LEVEL AND FLUSH WITH THE GROUND SURFACE. BY R.G.
 OO0274'HAYES
 OO0274
 OO0274                          STATION RECOVERY (2003)
 OO0274
 OO0274'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (DMO)
 OO0274'NOTE FROM IOWA FBN 2003. MARK IS ABOUT A MILE NW OF MITCHELL, NEAR THE
 OO0274'WEST INTERSECTION
 OO0274'OF 395TH ST AND RED BALL ROAD, ABOUT 500 FT EAST OF THE CENTER OF
 OO0274'SECTION 5 T98N R17W IN
 OO0274'RAILROAD R.O.W.
 OO0274' 
 OO0274'TO REACH FROM THE INTERSECTION OF E. VAN BUREN ST AND DART ST IN
 OO0274'MITCHELL,  PROCEED 0.9
 OO0274'MILE NORTH ON DART ST (AKA RED BALL RD) TO A LEFT TURN ON 395TH ST,
 OO0274'THEN 0.2  MILE WEST TO
 OO0274'THE MARK ON THE LEFT JUST BEFORE THE RAILROAD CROSSING.
 OO0274' 
 OO0274'BASED ON PACED MEASUREMENTS, MARK IS 20 M SOUTH OF 395TH ST, 15 M NE
 OO0274'OF RAILS, 5 M SE OF A
 OO0274'HARN WITNESS SIGN AND PROJECTING 0.5 FT. PREVIOUS REFERENCE TO VASI
 OO0274'LIGHT IS INCORRECT.
 OO0274'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0237 ***********************************************************************
 OO0237  DESIGNATION -  N 41
 OO0237  PID         -  OO0237
 OO0237  STATE/COUNTY-  IA/HOWARD
 OO0237  USGS QUAD   -  LIME SPRINGS (1981)
 OO0237
 OO0237                         *CURRENT SURVEY CONTROL
 OO0237  ___________________________________________________________________
 OO0237* NAD 83(1986)-  43 28 27.     (N)    092 19 46.     (W)     SCALED    
 OO0237* NAVD 88     -       375.320  (meters)    1231.36   (feet)  ADJUSTED  
 OO0237  ___________________________________________________________________
 OO0237  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 OO0237  DYNAMIC HT  -         375.226 (meters)    1231.05  (feet)  COMP
 OO0237  MODELED GRAV-     980,359.2   (mgal)                       NAVD 88
 OO0237
 OO0237  VERT ORDER  -  SECOND    CLASS 0
 OO0237
 OO0237.The horizontal coordinates were scaled from a topographic map and have
 OO0237.an estimated accuracy of +/- 6 seconds.
 OO0237
 OO0237.The orthometric height was determined by differential leveling
 OO0237.and adjusted by the National Geodetic Survey in June 1991..
 OO0237
 OO0237.The geoid height was determined by GEOID03.
 OO0237
 OO0237.The dynamic height is computed by dividing the NAVD 88
 OO0237.geopotential number by the normal gravity value computed on the
 OO0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0237.degrees latitude (g = 980.6199 gals.).
 OO0237
 OO0237.The modeled gravity was interpolated from observed gravity values.
 OO0237
 OO0237;                    North         East    Units  Estimated Accuracy
 OO0237;SPC IA N     - 1,219,950.    1,594,710.      MT  (+/- 180 meters Scaled)
 OO0237
 OO0237                          SUPERSEDED SURVEY CONTROL
 OO0237
 OO0237  NGVD 29 (??/??/92)  375.314  (m)         1231.34   (f) ADJ UNCH    2 0
 OO0237
 OO0237.Superseded values are not recommended for survey control.
 OO0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0237.See file dsdata.txt to determine how the superseded data were derived.
 OO0237
 OO0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ542136(NAD 83)
 OO0237_MARKER: DB = BENCH MARK DISK
 OO0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0237_STAMPING: N 41 1934
 OO0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0237+STABILITY: SURFACE MOTION
 OO0237
 OO0237  HISTORY     - Date     Condition        Report By
 OO0237  HISTORY     - 1934     MONUMENTED       CGS
 OO0237  HISTORY     - 19910826 MARK NOT FOUND   MNDT
 OO0237
 OO0237                          STATION DESCRIPTION
 OO0237
 OO0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0237'3.1 MI NW FROM LIME SPRINGS.
 OO0237'3.1 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0237'RAILROAD FROM THE STATION AT LIME SPRINGS, HOWARD COUNTY, 1.9 MILES
 OO0237'SOUTHEAST OF THE STATION AT CHESTER, 38 FEET SOUTHEAST OF THE CENTER
 OO0237'OF A FARM-TRAIL CROSSING, 44.8 FEET NORTHEAST OF THE NORTHEAST RAIL,
 OO0237'31 FEET SOUTHEAST OF THE CORNER GATEPOST, AND 2 FEET SOUTHWEST OF THE
 OO0237'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 41 1934 AND SET IN THE
 OO0237'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OO0237
 OO0237                          STATION RECOVERY (1991)
 OO0237
 OO0237'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0464 ***********************************************************************
 ON0464  DESIGNATION -  N 42
 ON0464  PID         -  ON0464
 ON0464  STATE/COUNTY-  IA/WINNESHIEK
 ON0464  USGS QUAD   -  DECORAH (1981)
 ON0464
 ON0464                         *CURRENT SURVEY CONTROL
 ON0464  ___________________________________________________________________
 ON0464* NAD 83(1986)-  43 17 11.     (N)    091 48 59.     (W)     SCALED    
 ON0464* NAVD 88     -       285.364  (meters)     936.23   (feet)  ADJUSTED  
 ON0464  ___________________________________________________________________
 ON0464  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ON0464  DYNAMIC HT  -         285.306 (meters)     936.04  (feet)  COMP
 ON0464  MODELED GRAV-     980,408.4   (mgal)                       NAVD 88
 ON0464
 ON0464  VERT ORDER  -  SECOND    CLASS 0
 ON0464
 ON0464.The horizontal coordinates were scaled from a topographic map and have
 ON0464.an estimated accuracy of +/- 6 seconds.
 ON0464
 ON0464.The orthometric height was determined by differential leveling
 ON0464.and adjusted by the National Geodetic Survey in June 1991..
 ON0464
 ON0464.The geoid height was determined by GEOID03.
 ON0464
 ON0464.The dynamic height is computed by dividing the NAVD 88
 ON0464.geopotential number by the normal gravity value computed on the
 ON0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0464.degrees latitude (g = 980.6199 gals.).
 ON0464
 ON0464.The modeled gravity was interpolated from observed gravity values.
 ON0464
 ON0464;                    North         East    Units  Estimated Accuracy
 ON0464;SPC IA N     - 1,199,790.    1,636,640.      MT  (+/- 180 meters Scaled)
 ON0464
 ON0464                          SUPERSEDED SURVEY CONTROL
 ON0464
 ON0464  NGVD 29 (??/??/92)  285.396  (m)          936.34   (f) ADJ UNCH    2 0
 ON0464
 ON0464.Superseded values are not recommended for survey control.
 ON0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0464.See file dsdata.txt to determine how the superseded data were derived.
 ON0464
 ON0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH960932(NAD 83)
 ON0464_MARKER: DB = BENCH MARK DISK
 ON0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0464_STAMPING: N 42 1934
 ON0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0464+STABILITY: SURFACE MOTION
 ON0464
 ON0464  HISTORY     - Date     Condition        Report By
 ON0464  HISTORY     - 1934     MONUMENTED       CGS
 ON0464  HISTORY     - 1977     GOOD             USGS
 ON0464
 ON0464                          STATION DESCRIPTION
 ON0464
 ON0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0464'2.1 MI SW FROM DECORAH.
 ON0464'2.1 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0464'PACIFIC RAILROAD FROM THE STATION AT DECORAH, WINNESHIEK COUNTY,
 ON0464'0.3 MILE NORTHEAST OF MILEPOST 7, 19 FEET SOUTHEAST OF THE SOUTHEAST
 ON0464'RAIL, AND 2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 ON0464'DISK, STAMPED N 42 1934 AND SET IN THE TOP OF A CONCRETE POST
 ON0464'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 ON0464
 ON0464                          STATION RECOVERY (1977)
 ON0464
 ON0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0464'DECORAH, 2.1 MI. SW ALONG CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 ON0464'RAILROAD. IN THE SW 1/4 SEC. 20, T-98-N, R-8-W, 470 FT. NE AND 27 FT
 ON0464'NW OF AND NORMAL TO A FIELDROAD (OLD HWY ROADBED) FROM 4 X 4 FT.
 ON0464'CONC. BRIDGE. 150 FT SW AND 27 FT NW ALONG FIELDROAD (OLD HWY
 ON0464'ROADBED) FROM A LONE CEDAR TREE. 19 FT SE OF SE RAIL, 2 FT NW OF R/W
 ON0464'FENCE, 6.5 FT FROM TELEGRAPH POLE. A STD TABLET STAMPED N 42 1934 AND
 ON0464'SET IN TOP OF CONC. POST PROJECTING 2 IN. (TO REACH FROM JCT US HWY
 ON0464'52 AND ST. HWY 9 AT DECORAH, GO W. ON HWY 9 FOR 0.15 MI TO A PRIVATE
 ON0464'DRIVE LEFT, THENCE 0.1 MI S. ALONG PRIVATE DRIVE TO A GATE AND
 ON0464'WILLIAM E. BEARD RESIDENCE. PASS THROUGH GATE AND GO 0.4 MI. SW ALONG
 ON0464'PASTURE ROAD (OLD HWY ROADBED) TO MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0119 ***********************************************************************
 MH0119  DESIGNATION -  N 5
 MH0119  PID         -  MH0119
 MH0119  STATE/COUNTY-  IA/MAHASKA
 MH0119  USGS QUAD   -  OSKALOOSA (1968)
 MH0119
 MH0119                         *CURRENT SURVEY CONTROL
 MH0119  ___________________________________________________________________
 MH0119* NAD 83(1986)-  41 18 50.     (N)    092 44 41.     (W)     SCALED    
 MH0119* NAVD 88     -       228.327  (meters)     749.10   (feet)  ADJUSTED  
 MH0119  ___________________________________________________________________
 MH0119  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 MH0119  DYNAMIC HT  -         228.229 (meters)     748.78  (feet)  COMP
 MH0119  MODELED GRAV-     980,190.6   (mgal)                       NAVD 88
 MH0119
 MH0119  VERT ORDER  -  FIRST     CLASS II
 MH0119
 MH0119.The horizontal coordinates were scaled from a topographic map and have
 MH0119.an estimated accuracy of +/- 6 seconds.
 MH0119
 MH0119.The orthometric height was determined by differential leveling
 MH0119.and adjusted by the National Geodetic Survey in June 1991..
 MH0119
 MH0119.The geoid height was determined by GEOID03.
 MH0119
 MH0119.The dynamic height is computed by dividing the NAVD 88
 MH0119.geopotential number by the normal gravity value computed on the
 MH0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0119.degrees latitude (g = 980.6199 gals.).
 MH0119
 MH0119.The modeled gravity was interpolated from observed gravity values.
 MH0119
 MH0119;                    North         East    Units  Estimated Accuracy
 MH0119;SPC IA S     -   146,180.      563,240.      MT  (+/- 180 meters Scaled)
 MH0119
 MH0119                          SUPERSEDED SURVEY CONTROL
 MH0119
 MH0119  NGVD 29 (??/??/92)  228.306  (m)          749.03   (f) ADJ UNCH    1 2
 MH0119
 MH0119.Superseded values are not recommended for survey control.
 MH0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0119.See file dsdata.txt to determine how the superseded data were derived.
 MH0119
 MH0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF213736(NAD 83)
 MH0119_MARKER: DB = BENCH MARK DISK
 MH0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0119_STAMPING: 749.034 N 5 1930
 MH0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0119+STABILITY: SURFACE MOTION
 MH0119
 MH0119  HISTORY     - Date     Condition        Report By
 MH0119  HISTORY     - 1930     MONUMENTED       CGS
 MH0119  HISTORY     - 1934     GOOD             NGS
 MH0119
 MH0119                          STATION DESCRIPTION
 MH0119
 MH0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0119'1.5 MI NW FROM EVANS.
 MH0119'1-1/2 MILE NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0119'RAILWAY FROM EVANS, MAHASKA COUNTY, 250 FEET SOUTHEAST OF A ROAD
 MH0119'CROSSING, AT THE NORTHWEST SIDE OF A FARM ROAD CROSSING, OPPOSITE
 MH0119'POWERLINE POLE 307, 36 FEET SOUTHWEST OF THE CENTERLINE OF THE
 MH0119'TRACK, AND 3 FEET NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED
 MH0119'749.034 N 5 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0064 ***********************************************************************
 MH0064  DESIGNATION -  N 6
 MH0064  PID         -  MH0064
 MH0064  STATE/COUNTY-  IA/KEOKUK
 MH0064  USGS QUAD   -  OLLIE (1980)
 MH0064
 MH0064                         *CURRENT SURVEY CONTROL
 MH0064  ___________________________________________________________________
 MH0064* NAD 83(1986)-  41 11 10.     (N)    092 01 53.     (W)     SCALED    
 MH0064* NAVD 88     -       217.896  (meters)     714.88   (feet)  ADJUSTED  
 MH0064  ___________________________________________________________________
 MH0064  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 MH0064  DYNAMIC HT  -         217.801 (meters)     714.57  (feet)  COMP
 MH0064  MODELED GRAV-     980,184.4   (mgal)                       NAVD 88
 MH0064
 MH0064  VERT ORDER  -  FIRST     CLASS II
 MH0064
 MH0064.The horizontal coordinates were scaled from a topographic map and have
 MH0064.an estimated accuracy of +/- 6 seconds.
 MH0064
 MH0064.The orthometric height was determined by differential leveling
 MH0064.and adjusted by the National Geodetic Survey in June 1991..
 MH0064
 MH0064.The geoid height was determined by GEOID03.
 MH0064
 MH0064.The dynamic height is computed by dividing the NAVD 88
 MH0064.geopotential number by the normal gravity value computed on the
 MH0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0064.degrees latitude (g = 980.6199 gals.).
 MH0064
 MH0064.The modeled gravity was interpolated from observed gravity values.
 MH0064
 MH0064;                    North         East    Units  Estimated Accuracy
 MH0064;SPC IA S     -   132,760.      623,200.      MT  (+/- 180 meters Scaled)
 MH0064
 MH0064                          SUPERSEDED SURVEY CONTROL
 MH0064
 MH0064  NGVD 29 (??/??/92)  217.914  (m)          714.94   (f) ADJ UNCH    1 2
 MH0064
 MH0064.Superseded values are not recommended for survey control.
 MH0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0064.See file dsdata.txt to determine how the superseded data were derived.
 MH0064
 MH0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF812598(NAD 83)
 MH0064_MARKER: DB = BENCH MARK DISK
 MH0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0064_SP_SET: BRIDGE
 MH0064_STAMPING: 714.940 N 6 1930
 MH0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0064
 MH0064  HISTORY     - Date     Condition        Report By
 MH0064  HISTORY     - 1930     MONUMENTED       CGS
 MH0064  HISTORY     - 1941     GOOD             NGS
 MH0064  HISTORY     - 1976     MARK NOT FOUND   USGS
 MH0064
 MH0064                          STATION DESCRIPTION
 MH0064
 MH0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MH0064'2.5 MI SW FROM RICHLAND.
 MH0064'2.5 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MH0064'PACIFIC RAILROAD FROM RICHLAND, KEOKUK COUNTY, 75 YARDS WEST OF
 MH0064'THE CROSSING OF THE MINNEAPOLIS AND ST. LOUIS RAILROAD, AT BRIDGE
 MH0064'1-1114, AND IN THE NORTH END OF THE EAST ABUTMENT.  A STANDARD
 MH0064'DISK, STAMPED 714.940 N 6 1930.
 MH0064
 MH0064                          STATION RECOVERY (1976)
 MH0064
 MH0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MH0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0179 ***********************************************************************
 LE0179  DESIGNATION -  N 7
 LE0179  PID         -  LE0179
 LE0179  STATE/COUNTY-  IA/DAVIS
 LE0179  USGS QUAD   -  WEST GROVE (1979)
 LE0179
 LE0179                         *CURRENT SURVEY CONTROL
 LE0179  ___________________________________________________________________
 LE0179* NAD 83(1986)-  40 43 29.     (N)    092 33 13.     (W)     SCALED    
 LE0179* NAVD 88     -       284.742  (meters)     934.19   (feet)  ADJUSTED  
 LE0179  ___________________________________________________________________
 LE0179  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LE0179  DYNAMIC HT  -         284.602 (meters)     933.73  (feet)  COMP
 LE0179  MODELED GRAV-     980,125.6   (mgal)                       NAVD 88
 LE0179
 LE0179  VERT ORDER  -  FIRST     CLASS II
 LE0179
 LE0179.The horizontal coordinates were scaled from a topographic map and have
 LE0179.an estimated accuracy of +/- 6 seconds.
 LE0179
 LE0179.The orthometric height was determined by differential leveling
 LE0179.and adjusted by the National Geodetic Survey in June 1991..
 LE0179
 LE0179.The geoid height was determined by GEOID03.
 LE0179
 LE0179.The dynamic height is computed by dividing the NAVD 88
 LE0179.geopotential number by the normal gravity value computed on the
 LE0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0179.degrees latitude (g = 980.6199 gals.).
 LE0179
 LE0179.The modeled gravity was interpolated from observed gravity values.
 LE0179
 LE0179;                    North         East    Units  Estimated Accuracy
 LE0179;SPC IA S     -    80,910.      579,950.      MT  (+/- 180 meters Scaled)
 LE0179
 LE0179                          SUPERSEDED SURVEY CONTROL
 LE0179
 LE0179  NGVD 29 (??/??/92)  284.725  (m)          934.14   (f) ADJ UNCH    1 2
 LE0179
 LE0179.Superseded values are not recommended for survey control.
 LE0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0179.See file dsdata.txt to determine how the superseded data were derived.
 LE0179
 LE0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF376082(NAD 83)
 LE0179_MARKER: DB = BENCH MARK DISK
 LE0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0179_STAMPING: 934.060 N 7 1930
 LE0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0179+STABILITY: SURFACE MOTION
 LE0179
 LE0179  HISTORY     - Date     Condition        Report By
 LE0179  HISTORY     - 1930     MONUMENTED       CGS
 LE0179  HISTORY     - 1943     GOOD             NGS
 LE0179
 LE0179                          STATION DESCRIPTION
 LE0179
 LE0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0179'AT WEST GROVE.
 LE0179'AT WEST GROVE, DAVIS COUNTY, 0.3 MILE NORTHEAST OF THE WABASH
 LE0179'RAILWAY STATION, 0.1 MILE SOUTHWEST OF MILEPOST 28, AT THE
 LE0179'NORTHEAST CORNER OF THE SCHOOL GROUNDS, 26 FEET SOUTHEAST
 LE0179'OF THE CENTERLINE OF THE TRACK, AND 17 FEET NORTHEAST OF A POLE.
 LE0179'A STANDARD DISK, STAMPED 934.060 N 7 1930 AND SET IN THE TOP
 LE0179'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0336 ***********************************************************************
 MG0336  DESIGNATION -  N 70 RESET
 MG0336  PID         -  MG0336
 MG0336  STATE/COUNTY-  IA/SCOTT
 MG0336  USGS QUAD   -  DIXON (1991)
 MG0336
 MG0336                         *CURRENT SURVEY CONTROL
 MG0336  ___________________________________________________________________
 MG0336* NAD 83(1986)-  41 43 53.     (N)    090 45 13.     (W)     SCALED    
 MG0336* NAVD 88     -       199.23   (meters)     653.6    (feet)  RESET     
 MG0336  ___________________________________________________________________
 MG0336  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MG0336
 MG0336  VERT ORDER  -  THIRD
 MG0336
 MG0336.The horizontal coordinates were scaled from a topographic map and have
 MG0336.an estimated accuracy of +/- 6 seconds.
 MG0336
 MG0336.The orthometric height was computed from unverified reset data.
 MG0336
 MG0336.The geoid height was determined by GEOID03.
 MG0336
 MG0336;                    North         East    Units  Estimated Accuracy
 MG0336;SPC IA S     -   195,880.      728,460.      MT  (+/- 180 meters Scaled)
 MG0336
 MG0336                          SUPERSEDED SURVEY CONTROL
 MG0336
 MG0336.No superseded survey control is available for this station.
 MG0336
 MG0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG868223(NAD 83)
 MG0336_MARKER: DB = BENCH MARK DISK
 MG0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0336_STAMPING: N 70 RESET 1972
 MG0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0336+STABILITY: SURFACE MOTION
 MG0336
 MG0336  HISTORY     - Date     Condition        Report By
 MG0336  HISTORY     - 1972     MONUMENTED       NGS
 MG0336
 MG0336                          STATION DESCRIPTION
 MG0336
 MG0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MG0336'1.5 MI E FROM DIXON.
 MG0336'TO REACH THE BENCH MARK FROM THE POST OFFICE IN DIXON, GO EAST
 MG0336'ON A PAVED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO
 MG0336'NORTH FOR 0.05 MILE TO A GRAVELED ROAD ON THE RIGHT.  TURN
 MG0336'RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.9 MILE TO A
 MG0336'CROSSROAD.  CONTINUE EAST ON THE GRAVELED ROAD FOR 0.55
 MG0336'MILE TO A CREEK AND A FIELD APPROACH ON THE RIGHT.  TURN RIGHT
 MG0336'AND GO SOUTH ALONG THE WEST SIDE OF THE CREEK FOR 0.05 MILE TO
 MG0336'THE MARK ON THE LEFT.  THE MARK IS A STANDARD BENCH MARK DISK
 MG0336'STAMPED N 70 RESET 1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 MG0336'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 MG0336'IT IS 1.5 FEET SOUTH OF A METAL WITNESS POST, AT THE EAST EDGE
 MG0336'OF A FIELD AND ON THE WEST BANK OF THE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0513 ***********************************************************************
 NJ0513  DESIGNATION -  N 71
 NJ0513  PID         -  NJ0513
 NJ0513  STATE/COUNTY-  IA/JONES
 NJ0513  USGS QUAD   -  WYOMING WEST (1980)
 NJ0513
 NJ0513                         *CURRENT SURVEY CONTROL
 NJ0513  ___________________________________________________________________
 NJ0513* NAD 83(1986)-  42 07 07.     (N)    091 05 31.     (W)     SCALED    
 NJ0513* NAVD 88     -       276.866  (meters)     908.35   (feet)  ADJUSTED  
 NJ0513  ___________________________________________________________________
 NJ0513  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 NJ0513  DYNAMIC HT  -         276.763 (meters)     908.01  (feet)  COMP
 NJ0513  MODELED GRAV-     980,246.0   (mgal)                       NAVD 88
 NJ0513
 NJ0513  VERT ORDER  -  SECOND    CLASS 0
 NJ0513
 NJ0513.The horizontal coordinates were scaled from a topographic map and have
 NJ0513.an estimated accuracy of +/- 6 seconds.
 NJ0513
 NJ0513.The orthometric height was determined by differential leveling
 NJ0513.and adjusted by the National Geodetic Survey in June 1991..
 NJ0513
 NJ0513.The geoid height was determined by GEOID03.
 NJ0513
 NJ0513.The dynamic height is computed by dividing the NAVD 88
 NJ0513.geopotential number by the normal gravity value computed on the
 NJ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0513.degrees latitude (g = 980.6199 gals.).
 NJ0513
 NJ0513.The modeled gravity was interpolated from observed gravity values.
 NJ0513
 NJ0513;                    North         East    Units  Estimated Accuracy
 NJ0513;SPC IA N     - 1,071,550.    1,699,110.      MT  (+/- 180 meters Scaled)
 NJ0513
 NJ0513                          SUPERSEDED SURVEY CONTROL
 NJ0513
 NJ0513  NGVD 29 (??/??/92)  276.887  (m)          908.42   (f) ADJ UNCH    2 0
 NJ0513
 NJ0513.Superseded values are not recommended for survey control.
 NJ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0513.See file dsdata.txt to determine how the superseded data were derived.
 NJ0513
 NJ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG577647(NAD 83)
 NJ0513_MARKER: DB = BENCH MARK DISK
 NJ0513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0513_SP_SET: ABUTMENT
 NJ0513_STAMPING: N 71 1934
 NJ0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0513
 NJ0513  HISTORY     - Date     Condition        Report By
 NJ0513  HISTORY     - 1934     MONUMENTED       CGS
 NJ0513  HISTORY     - 1977     GOOD             USGS
 NJ0513  HISTORY     - 19980805 GOOD             USPSQD
 NJ0513
 NJ0513                          STATION DESCRIPTION
 NJ0513
 NJ0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0513'AT CENTER JUNCTION.
 NJ0513'AT CENTER JUNCTION, JONES COUNTY, 10 POLES NORTH OF THE CHICAGO,
 NJ0513'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, AT 75-FOOT
 NJ0513'CONCRETE BRIDGE H 300, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 NJ0513'SOUTH ABUTMENT, 7 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 NJ0513'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED N 71 1934.
 NJ0513
 NJ0513                          STATION RECOVERY (1977)
 NJ0513
 NJ0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0513'CENTER JUNCTION ABOUT 0.2 MILE NORTH OF ALONG THE ABANDON CHICAGO,
 NJ0513'MIL., ST. PAUL AND PACIFIC RR FROM. NEAR THE CENTER OF SECTION 4, T
 NJ0513'84 N, R 2 W, DISK IS SET IN THE TOP OF THE SE CORNER OF THE SOUTH
 NJ0513'ABUTMENT OF THE OLD RAILWAY BRIDGE, ABOUT 6 FOOT ABOVE GROUND LEVEL.
 NJ0513'A STD DISK STAMPED N 71 1934.
 NJ0513
 NJ0513                          STATION RECOVERY (1998)
 NJ0513
 NJ0513'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0416 ***********************************************************************
 NJ0416  DESIGNATION -  N 73
 NJ0416  PID         -  NJ0416
 NJ0416  STATE/COUNTY-  IA/DELAWARE
 NJ0416  USGS QUAD   -  THORPE (1965)
 NJ0416
 NJ0416                         *CURRENT SURVEY CONTROL
 NJ0416  ___________________________________________________________________
 NJ0416* NAD 83(1986)-  42 33 45.     (N)    091 27 06.     (W)     SCALED    
 NJ0416* NAVD 88     -       319.822  (meters)    1049.28   (feet)  ADJUSTED  
 NJ0416  ___________________________________________________________________
 NJ0416  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 NJ0416  DYNAMIC HT  -         319.736 (meters)    1049.00  (feet)  COMP
 NJ0416  MODELED GRAV-     980,344.8   (mgal)                       NAVD 88
 NJ0416
 NJ0416  VERT ORDER  -  SECOND    CLASS 0
 NJ0416
 NJ0416.The horizontal coordinates were scaled from a topographic map and have
 NJ0416.an estimated accuracy of +/- 6 seconds.
 NJ0416
 NJ0416.The orthometric height was determined by differential leveling
 NJ0416.and adjusted by the National Geodetic Survey in June 1991..
 NJ0416
 NJ0416.The geoid height was determined by GEOID03.
 NJ0416
 NJ0416.The dynamic height is computed by dividing the NAVD 88
 NJ0416.geopotential number by the normal gravity value computed on the
 NJ0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0416.degrees latitude (g = 980.6199 gals.).
 NJ0416
 NJ0416.The modeled gravity was interpolated from observed gravity values.
 NJ0416
 NJ0416;                    North         East    Units  Estimated Accuracy
 NJ0416;SPC IA N     - 1,120,060.    1,668,180.      MT  (+/- 180 meters Scaled)
 NJ0416
 NJ0416                          SUPERSEDED SURVEY CONTROL
 NJ0416
 NJ0416  NGVD 29 (??/??/92)  319.858  (m)         1049.40   (f) ADJ UNCH    2 0
 NJ0416
 NJ0416.Superseded values are not recommended for survey control.
 NJ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0416.See file dsdata.txt to determine how the superseded data were derived.
 NJ0416
 NJ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH270133(NAD 83)
 NJ0416_MARKER: DB = BENCH MARK DISK
 NJ0416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0416_SP_SET: FOUNDATION
 NJ0416_STAMPING: N 73 1934
 NJ0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0416
 NJ0416  HISTORY     - Date     Condition        Report By
 NJ0416  HISTORY     - 1934     MONUMENTED       CGS
 NJ0416  HISTORY     - 1959     MARK NOT FOUND   NGS
 NJ0416
 NJ0416                          STATION DESCRIPTION
 NJ0416
 NJ0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NJ0416'AT THORPE.
 NJ0416'AT THORPE, ABOUT 60 YARDS SOUTHWEST OF THE CHICAGO GREAT WESTERN
 NJ0416'RAILROAD STATION, 14 POLES NORTHWEST OF MILEPOST 220, 110 FEET
 NJ0416'SOUTH OF THE CENTERLINE OF THE TRACK, AT A WATER TOWER, AND
 NJ0416'IN THE TOP OF THE NORTH CORNER OF THE CONCRETE FOUNDATION
 NJ0416'OF THE NORTHEAST LEG.  A STANDARD DISK, STAMPED N 73 1934.
 NJ0416'NOTE-- A.M.S. REPORTS STATION NOT RECOVERD.  THE RR NO LONGER
 NJ0416'EXISTS.  THE WATER TANK HAS BEEN DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0570 ***********************************************************************
 NJ0570  DESIGNATION -  N 75
 NJ0570  PID         -  NJ0570
 NJ0570  STATE/COUNTY-  IA/LINN
 NJ0570  USGS QUAD   -  CENTER POINT (1982)
 NJ0570
 NJ0570                         *CURRENT SURVEY CONTROL
 NJ0570  ___________________________________________________________________
 NJ0570* NAD 83(1986)-  42 12 44.     (N)    091 47 20.     (W)     SCALED    
 NJ0570* NAVD 88     -       241.903  (meters)     793.64   (feet)  ADJUSTED  
 NJ0570  ___________________________________________________________________
 NJ0570  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 NJ0570  DYNAMIC HT  -         241.829 (meters)     793.40  (feet)  COMP
 NJ0570  MODELED GRAV-     980,307.7   (mgal)                       NAVD 88
 NJ0570
 NJ0570  VERT ORDER  -  SECOND    CLASS 0
 NJ0570
 NJ0570.The horizontal coordinates were scaled from a topographic map and have
 NJ0570.an estimated accuracy of +/- 6 seconds.
 NJ0570
 NJ0570.The orthometric height was determined by differential leveling
 NJ0570.and adjusted by the National Geodetic Survey in June 1991..
 NJ0570
 NJ0570.The geoid height was determined by GEOID03.
 NJ0570
 NJ0570.The dynamic height is computed by dividing the NAVD 88
 NJ0570.geopotential number by the normal gravity value computed on the
 NJ0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0570.degrees latitude (g = 980.6199 gals.).
 NJ0570
 NJ0570.The modeled gravity was interpolated from observed gravity values.
 NJ0570
 NJ0570;                    North         East    Units  Estimated Accuracy
 NJ0570;SPC IA N     - 1,080,540.    1,641,280.      MT  (+/- 180 meters Scaled)
 NJ0570
 NJ0570                          SUPERSEDED SURVEY CONTROL
 NJ0570
 NJ0570  NGVD 29 (??/??/92)  241.938  (m)          793.76   (f) ADJ UNCH    2 0
 NJ0570
 NJ0570.Superseded values are not recommended for survey control.
 NJ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0570.See file dsdata.txt to determine how the superseded data were derived.
 NJ0570
 NJ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG999740(NAD 83)
 NJ0570_MARKER: DB = BENCH MARK DISK
 NJ0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0570_SP_SET: ABUTMENT
 NJ0570_STAMPING: N 75 1934
 NJ0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0570
 NJ0570  HISTORY     - Date     Condition        Report By
 NJ0570  HISTORY     - 1934     MONUMENTED       CGS
 NJ0570  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NJ0570
 NJ0570                          STATION DESCRIPTION
 NJ0570
 NJ0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0570'1.4 MI NW FROM CENTER POINT.
 NJ0570'1.4 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0570'RAILWAY FROM THE STATION AT CENTER POINT, LINN COUNTY, 11 POLES
 NJ0570'NORTHEAST OF MILEPOST 19, AT 100-FOOT STEEL BRIDGE 194, IN THE
 NJ0570'TOP OF THE WEST END OF THE SOUTH STONE ABUTMENT, 9 FEET WEST OF
 NJ0570'THE CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN THE TRACK.
 NJ0570'A STANDARD DISK, STAMPED N 75 1934.
 NJ0570
 NJ0570                          STATION RECOVERY (1982)
 NJ0570
 NJ0570'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NJ0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0373 ***********************************************************************
 MG0373  DESIGNATION -  N 76
 MG0373  PID         -  MG0373
 MG0373  STATE/COUNTY-  IA/JOHNSON
 MG0373  USGS QUAD   -  SOLON (1975)
 MG0373
 MG0373                         *CURRENT SURVEY CONTROL
 MG0373  ___________________________________________________________________
 MG0373* NAD 83(1986)-  41 46 51.     (N)    091 27 37.     (W)     SCALED    
 MG0373* NAVD 88     -       254.229  (meters)     834.08   (feet)  ADJUSTED  
 MG0373  ___________________________________________________________________
 MG0373  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 MG0373  DYNAMIC HT  -         254.132 (meters)     833.76  (feet)  COMP
 MG0373  MODELED GRAV-     980,235.3   (mgal)                       NAVD 88
 MG0373
 MG0373  VERT ORDER  -  SECOND    CLASS 0
 MG0373
 MG0373.The horizontal coordinates were scaled from a topographic map and have
 MG0373.an estimated accuracy of +/- 6 seconds.
 MG0373
 MG0373.The orthometric height was determined by differential leveling
 MG0373.and adjusted by the National Geodetic Survey in June 1991..
 MG0373
 MG0373.The geoid height was determined by GEOID03.
 MG0373
 MG0373.The dynamic height is computed by dividing the NAVD 88
 MG0373.geopotential number by the normal gravity value computed on the
 MG0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0373.degrees latitude (g = 980.6199 gals.).
 MG0373
 MG0373.The modeled gravity was interpolated from observed gravity values.
 MG0373
 MG0373;                    North         East    Units  Estimated Accuracy
 MG0373;SPC IA S     -   199,750.      669,560.      MT  (+/- 180 meters Scaled)
 MG0373
 MG0373                          SUPERSEDED SURVEY CONTROL
 MG0373
 MG0373  NGVD 29 (??/??/92)  254.256  (m)          834.17   (f) ADJ UNCH    2 0
 MG0373
 MG0373.Superseded values are not recommended for survey control.
 MG0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0373.See file dsdata.txt to determine how the superseded data were derived.
 MG0373
 MG0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG279265(NAD 83)
 MG0373_MARKER: DB = BENCH MARK DISK
 MG0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0373_SP_SET: CULVERT
 MG0373_STAMPING: N 76 1934
 MG0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0373
 MG0373  HISTORY     - Date     Condition        Report By
 MG0373  HISTORY     - 1934     MONUMENTED       CGS
 MG0373  HISTORY     - 1963     MARK NOT FOUND   USGS
 MG0373
 MG0373                          STATION DESCRIPTION
 MG0373
 MG0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0373'2.1 MI SE FROM SOLON.
 MG0373'2.1 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0373'RAILWAY FROM THE STATION AT SOLON, JOHNSON COUNTY, 500 FEET
 MG0373'NORTHWEST OF THE STATION SIGN AT DELVIDA, 5 POLES NORTHWEST OF
 MG0373'MILEPOST 80, AT AN 18-INCH CULVERT, IN THE TOP OF THE CENTER OF
 MG0373'THE SOUTHWEST CONCRETE HEADWALL, 12 FEET SOUTHWEST OF THE CENTERLINE
 MG0373'OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MG0373'STAMPED N 76 1934.
 MG0373
 MG0373                          STATION RECOVERY (1963)
 MG0373
 MG0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MG0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0392 ***********************************************************************
 MG0392  DESIGNATION -  N 77
 MG0392  PID         -  MG0392
 MG0392  STATE/COUNTY-  IA/JOHNSON
 MG0392  USGS QUAD   -  WEST BRANCH (1965)
 MG0392
 MG0392                         *CURRENT SURVEY CONTROL
 MG0392  ___________________________________________________________________
 MG0392* NAD 83(1986)-  41 43 44.     (N)    091 22 16.     (W)     SCALED    
 MG0392* NAVD 88     -       228.010  (meters)     748.06   (feet)  ADJUSTED  
 MG0392  ___________________________________________________________________
 MG0392  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MG0392  DYNAMIC HT  -         227.922 (meters)     747.77  (feet)  COMP
 MG0392  MODELED GRAV-     980,233.6   (mgal)                       NAVD 88
 MG0392
 MG0392  VERT ORDER  -  SECOND    CLASS 0
 MG0392
 MG0392.The horizontal coordinates were scaled from a topographic map and have
 MG0392.an estimated accuracy of +/- 6 seconds.
 MG0392
 MG0392.The orthometric height was determined by differential leveling
 MG0392.and adjusted by the National Geodetic Survey in June 1991..
 MG0392
 MG0392.The geoid height was determined by GEOID03.
 MG0392
 MG0392.The dynamic height is computed by dividing the NAVD 88
 MG0392.geopotential number by the normal gravity value computed on the
 MG0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0392.degrees latitude (g = 980.6199 gals.).
 MG0392
 MG0392.The modeled gravity was interpolated from observed gravity values.
 MG0392
 MG0392;                    North         East    Units  Estimated Accuracy
 MG0392;SPC IA S     -   194,160.      677,110.      MT  (+/- 180 meters Scaled)
 MG0392
 MG0392                          SUPERSEDED SURVEY CONTROL
 MG0392
 MG0392  NGVD 29 (??/??/92)  228.050  (m)          748.19   (f) ADJ UNCH    2 0
 MG0392
 MG0392.Superseded values are not recommended for survey control.
 MG0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0392.See file dsdata.txt to determine how the superseded data were derived.
 MG0392
 MG0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG354209(NAD 83)
 MG0392_MARKER: DB = BENCH MARK DISK
 MG0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0392_SP_SET: ABUTMENT
 MG0392_STAMPING: N 77 1934
 MG0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0392
 MG0392  HISTORY     - Date     Condition        Report By
 MG0392  HISTORY     - 1934     MONUMENTED       CGS
 MG0392
 MG0392                          STATION DESCRIPTION
 MG0392
 MG0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0392'2.7 MI E FROM ELMIRA JUNCTION.
 MG0392'2.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MG0392'FROM THE WATER TANK AT ELMIRA JUNCTION, JOHNSON COUNTY, 16 POLES
 MG0392'EAST OF MILEPOST 25, AT 30-FOOT STEEL BRIDGE 255, IN THE CENTER
 MG0392'OF THE SOUTH END OF THE EAST STONE ABUTMENT, 15 INCHES WEST
 MG0392'OF THE BACK WALL, 3.5 FEET SOUTH OF A GIRDER, 8 FEET SOUTH OF THE
 MG0392'CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN THE RAIL.  A
 MG0392'STANDARD DISK, STAMPED N 77 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ1004 ***********************************************************************
 NJ1004  DESIGNATION -  N 78 RESET
 NJ1004  PID         -  NJ1004
 NJ1004  STATE/COUNTY-  IA/JACKSON
 NJ1004  USGS QUAD   -  SAVANNA (1990)
 NJ1004
 NJ1004                         *CURRENT SURVEY CONTROL
 NJ1004  ___________________________________________________________________
 NJ1004* NAD 83(1986)-  42 04 32.     (N)    090 10 32.     (W)     SCALED    
 NJ1004* NAVD 88     -       183.21   (meters)     601.1    (feet)  RESET     
 NJ1004  ___________________________________________________________________
 NJ1004  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NJ1004
 NJ1004  VERT ORDER  -  THIRD
 NJ1004
 NJ1004.The horizontal coordinates were scaled from a topographic map and have
 NJ1004.an estimated accuracy of +/- 6 seconds.
 NJ1004
 NJ1004.The orthometric height was computed from unverified reset data.
 NJ1004
 NJ1004.The geoid height was determined by GEOID03.
 NJ1004
 NJ1004;                    North         East    Units  Estimated Accuracy
 NJ1004;SPC IA N     - 1,069,340.    1,775,040.      MT  (+/- 180 meters Scaled)
 NJ1004
 NJ1004                          SUPERSEDED SURVEY CONTROL
 NJ1004
 NJ1004  NGVD 29 (05/12/04)  183.25   (m)          601.2    (f) RESET       3  
 NJ1004
 NJ1004.Superseded values are not recommended for survey control.
 NJ1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ1004.See file dsdata.txt to determine how the superseded data were derived.
 NJ1004
 NJ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG336620(NAD 83)
 NJ1004_MARKER: DB = BENCH MARK DISK
 NJ1004_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NJ1004_SP_SET: WINGWALL
 NJ1004_STAMPING: N 78 RESET 1985
 NJ1004_MARK LOGO: NGS   
 NJ1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ1004
 NJ1004  HISTORY     - Date     Condition        Report By
 NJ1004  HISTORY     - 1985     MONUMENTED       IAHD
 NJ1004  HISTORY     - 19940610 GOOD             USPSQD
 NJ1004  HISTORY     - 20010331 GOOD             NGS
 NJ1004
 NJ1004                          STATION DESCRIPTION
 NJ1004
 NJ1004'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1985
 NJ1004'0.6 KM (0.35 MI) NORTH FROM SABULA.
 NJ1004'0.35 MILE NORTH ALONG U.S. NO. 52 FROM MUNICIPAL BUILDING AT SABULA,
 NJ1004'11 FT WEST OF CENTERLINE OF THE HIGHWAY, SET IN CENTER OF TOP OF WEST
 NJ1004'WING END OF 120 FT STEEL HIGHWAY BRIDGE, AND ABOUT 2 FT 8 INCHES
 NJ1004'ABOVE THE LEVEL OF THE HIGHWAY.
 NJ1004
 NJ1004                          STATION RECOVERY (1994)
 NJ1004
 NJ1004'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ1004'RECOVERED IN GOOD CONDITION.
 NJ1004
 NJ1004                          STATION RECOVERY (2001)
 NJ1004
 NJ1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ1004'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0242 ***********************************************************************
 NJ0242  DESIGNATION -  N 79
 NJ0242  PID         -  NJ0242
 NJ0242  STATE/COUNTY-  IA/JACKSON
 NJ0242  USGS QUAD   -  MAQUOKETA (1980)
 NJ0242
 NJ0242                         *CURRENT SURVEY CONTROL
 NJ0242  ___________________________________________________________________
 NJ0242* NAD 83(1986)-  42 03 12.     (N)    090 43 57.     (W)     SCALED    
 NJ0242* NAVD 88     -       229.381  (meters)     752.56   (feet)  ADJUSTED  
 NJ0242  ___________________________________________________________________
 NJ0242  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 NJ0242  DYNAMIC HT  -         229.303 (meters)     752.30  (feet)  COMP
 NJ0242  MODELED GRAV-     980,275.9   (mgal)                       NAVD 88
 NJ0242
 NJ0242  VERT ORDER  -  SECOND    CLASS 0
 NJ0242
 NJ0242.The horizontal coordinates were scaled from a topographic map and have
 NJ0242.an estimated accuracy of +/- 6 seconds.
 NJ0242
 NJ0242.The orthometric height was determined by differential leveling
 NJ0242.and adjusted by the National Geodetic Survey in June 1991..
 NJ0242
 NJ0242.The geoid height was determined by GEOID03.
 NJ0242
 NJ0242.The dynamic height is computed by dividing the NAVD 88
 NJ0242.geopotential number by the normal gravity value computed on the
 NJ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0242.degrees latitude (g = 980.6199 gals.).
 NJ0242
 NJ0242.The modeled gravity was interpolated from observed gravity values.
 NJ0242
 NJ0242;                    North         East    Units  Estimated Accuracy
 NJ0242;SPC IA N     - 1,065,210.    1,729,060.      MT  (+/- 180 meters Scaled)
 NJ0242
 NJ0242                          SUPERSEDED SURVEY CONTROL
 NJ0242
 NJ0242  NGVD 29 (??/??/92)  229.421  (m)          752.69   (f) ADJ UNCH    2 0
 NJ0242
 NJ0242.Superseded values are not recommended for survey control.
 NJ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0242.See file dsdata.txt to determine how the superseded data were derived.
 NJ0242
 NJ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG876581(NAD 83)
 NJ0242_MARKER: DB = BENCH MARK DISK
 NJ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0242_STAMPING: N 79 1934
 NJ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0242+STABILITY: SURFACE MOTION
 NJ0242
 NJ0242  HISTORY     - Date     Condition        Report By
 NJ0242  HISTORY     - 1934     MONUMENTED       CGS
 NJ0242  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0242  HISTORY     - 19941026 MARK NOT FOUND   USPSQD
 NJ0242  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0242  HISTORY     - 20060326 MARK NOT FOUND   GEOCAC
 NJ0242
 NJ0242                          STATION DESCRIPTION
 NJ0242
 NJ0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0242'4.8 MI W FROM MAQUOKETA.
 NJ0242'4.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NJ0242'THE STATION AT MAQUOKETA, JACKSON COUNTY, 2.8 MILES EAST OF
 NJ0242'NASHVILLE, MIDWAY BETWEEN POLES 41+11 AND 41+12, AT A ROAD
 NJ0242'CROSSING SOUTH OF A SCHOOLHOUSE, 72 FEET EAST OF THE
 NJ0242'CENTERLINE OF THE ROAD, 44 FEET SOUTH OF THE CENTERLINE OF THE
 NJ0242'TRACK, 27 FEET EAST OF A RIGHT OF WAY FENCE CORNER, 1 FOOT
 NJ0242'NORTH OF THE RIGHT OF WAY FENCE, AND LEVEL WITH THE TRACK.  A
 NJ0242'STANDARD DISK, STAMPED N 79 1934 AND SET IN THE TOP OF A
 NJ0242'CONCRETE POST.
 NJ0242
 NJ0242                          STATION RECOVERY (1977)
 NJ0242
 NJ0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0242'MARK NOT FOUND.
 NJ0242
 NJ0242                          STATION RECOVERY (1994)
 NJ0242
 NJ0242'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0242'MARK NOT FOUND.
 NJ0242
 NJ0242                          STATION RECOVERY (2001)
 NJ0242
 NJ0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0242'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0242
 NJ0242                          STATION RECOVERY (2006)
 NJ0242
 NJ0242'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0242'THE TRACKS AND RIGHT OF WAY FENCES ARE LONG ABANDONED AND DISMANTLED
 NJ0242'AND THE GRADE LEVELED.  SCHOOLHOUSE IN 1934 DESCRIPTION NO LONGER
 NJ0242'EXISTS, ROAD HAS BEEN EXTENSIVELY REGRADED AND PAVED. TWENTY MINUTE
 NJ0242'SEARCH IN VICINITY OF THE DESCRIBED LOCATION PRODUCED NO EVIDENCE OF
 NJ0242'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0426 ***********************************************************************
 MG0426  DESIGNATION -  N 8
 MG0426  PID         -  MG0426
 MG0426  STATE/COUNTY-  IA/MUSCATINE
 MG0426  USGS QUAD   -  MUSCATINE (1991)
 MG0426
 MG0426                         *CURRENT SURVEY CONTROL
 MG0426  ___________________________________________________________________
 MG0426* NAD 83(1986)-  41 24 54.     (N)    091 05 46.     (W)     SCALED    
 MG0426* NAVD 88     -       170.707  (meters)     560.06   (feet)  ADJUSTED  
 MG0426  ___________________________________________________________________
 MG0426  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MG0426  DYNAMIC HT  -         170.639 (meters)     559.84  (feet)  COMP
 MG0426  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 MG0426
 MG0426  VERT ORDER  -  FIRST     CLASS II
 MG0426
 MG0426.The horizontal coordinates were scaled from a topographic map and have
 MG0426.an estimated accuracy of +/- 6 seconds.
 MG0426
 MG0426.The orthometric height was determined by differential leveling
 MG0426.and adjusted by the National Geodetic Survey in June 1991..
 MG0426
 MG0426.The geoid height was determined by GEOID03.
 MG0426
 MG0426.The dynamic height is computed by dividing the NAVD 88
 MG0426.geopotential number by the normal gravity value computed on the
 MG0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0426.degrees latitude (g = 980.6199 gals.).
 MG0426
 MG0426.The modeled gravity was interpolated from observed gravity values.
 MG0426
 MG0426;                    North         East    Units  Estimated Accuracy
 MG0426;SPC IA S     -   159,910.      700,940.      MT  (+/- 180 meters Scaled)
 MG0426
 MG0426                          SUPERSEDED SURVEY CONTROL
 MG0426
 MG0426  NGVD 29 (??/??/92)  170.776  (m)          560.29   (f) ADJ UNCH    1 2
 MG0426
 MG0426.Superseded values are not recommended for survey control.
 MG0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0426.See file dsdata.txt to determine how the superseded data were derived.
 MG0426
 MG0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF591865(NAD 83)
 MG0426_MARKER: DB = BENCH MARK DISK
 MG0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0426_SP_SET: BRIDGE
 MG0426_STAMPING: 560.288 N 8 1930
 MG0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0426
 MG0426  HISTORY     - Date     Condition        Report By
 MG0426  HISTORY     - 1930     MONUMENTED       CGS
 MG0426  HISTORY     - 1940     GOOD             NGS
 MG0426  HISTORY     - 1976     GOOD             NGS
 MG0426  HISTORY     - 19880202 MARK NOT FOUND   USPSQD
 MG0426  HISTORY     - 19960607 MARK NOT FOUND   USPSQD
 MG0426  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 MG0426
 MG0426                          STATION DESCRIPTION
 MG0426
 MG0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MG0426'1.5 MI W FROM MUSCATINE.
 MG0426'1.5 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MG0426'RAILROAD FROM MUSCATINE, MUSCATINE COUNTY, 0.5 MILE WEST OF
 MG0426'MILEPOST 30, ABOUT 1/2 MILE WEST OF DREDGE DITCH, AND IN THE
 MG0426'SOUTH SIDE OF BRIDGE 1-1004 (PRIVATE FARM UNDERPASS).  A
 MG0426'STANDARD DISK, STAMPED 560.288 N 8 1930.  NOTE-- 3.0 MILES
 MG0426'WEST, BUT THE MARK WAS RECOVERED ABOUT 1-1/2 MILES WEST OF
 MG0426'MUSCATINE.  NOTE-- SOMEWHAT DEFACED BUT READABLE
 MG0426
 MG0426                          STATION RECOVERY (1976)
 MG0426
 MG0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MG0426'RECOVERED IN GOOD CONDITION.
 MG0426
 MG0426                          STATION RECOVERY (1988)
 MG0426
 MG0426'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0426'MARK NOT FOUND.
 MG0426
 MG0426                          STATION RECOVERY (1996)
 MG0426
 MG0426'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0426'MARK NOT FOUND.
 MG0426
 MG0426                          STATION RECOVERY (1998)
 MG0426
 MG0426'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0493 ***********************************************************************
 NJ0493  DESIGNATION -  N 80
 NJ0493  PID         -  NJ0493
 NJ0493  STATE/COUNTY-  IA/LINN
 NJ0493  USGS QUAD   -  SPRINGVILLE (1973)
 NJ0493
 NJ0493                         *CURRENT SURVEY CONTROL
 NJ0493  ___________________________________________________________________
 NJ0493* NAD 83(1986)-  42 03 35.     (N)    091 26 39.     (W)     SCALED    
 NJ0493* NAVD 88     -       256.789  (meters)     842.48   (feet)  ADJUSTED  
 NJ0493  ___________________________________________________________________
 NJ0493  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 NJ0493  DYNAMIC HT  -         256.693 (meters)     842.17  (feet)  COMP
 NJ0493  MODELED GRAV-     980,243.3   (mgal)                       NAVD 88
 NJ0493
 NJ0493  VERT ORDER  -  SECOND    CLASS 0
 NJ0493
 NJ0493.The horizontal coordinates were scaled from a topographic map and have
 NJ0493.an estimated accuracy of +/- 6 seconds.
 NJ0493
 NJ0493.The orthometric height was determined by differential leveling
 NJ0493.and adjusted by the National Geodetic Survey in June 1991..
 NJ0493
 NJ0493.The geoid height was determined by GEOID03.
 NJ0493
 NJ0493.The dynamic height is computed by dividing the NAVD 88
 NJ0493.geopotential number by the normal gravity value computed on the
 NJ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0493.degrees latitude (g = 980.6199 gals.).
 NJ0493
 NJ0493.The modeled gravity was interpolated from observed gravity values.
 NJ0493
 NJ0493;                    North         East    Units  Estimated Accuracy
 NJ0493;SPC IA N     - 1,064,240.    1,670,150.      MT  (+/- 180 meters Scaled)
 NJ0493
 NJ0493                          SUPERSEDED SURVEY CONTROL
 NJ0493
 NJ0493  NGVD 29 (??/??/92)  256.814  (m)          842.56   (f) ADJ UNCH    2 0
 NJ0493
 NJ0493.Superseded values are not recommended for survey control.
 NJ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0493.See file dsdata.txt to determine how the superseded data were derived.
 NJ0493
 NJ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG287575(NAD 83)
 NJ0493_MARKER: DB = BENCH MARK DISK
 NJ0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0493_STAMPING: N 80 1934
 NJ0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0493+STABILITY: SURFACE MOTION
 NJ0493
 NJ0493  HISTORY     - Date     Condition        Report By
 NJ0493  HISTORY     - 1934     MONUMENTED       CGS
 NJ0493  HISTORY     - 1943     GOOD             NGS
 NJ0493  HISTORY     - 19940504 MARK NOT FOUND   USPSQD
 NJ0493  HISTORY     - 20050923 MARK NOT FOUND   GEOCAC
 NJ0493
 NJ0493                          STATION DESCRIPTION
 NJ0493
 NJ0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NJ0493'AT SPRINGVILLE.
 NJ0493'AT SPRINGVILLE, LINN COUNTY, 57 FEET NORTH OF THE NORTHEAST
 NJ0493'CORNER OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NJ0493'STATION, AT A SMALL PARK, 43 FEET NORTH OF THE CENTERLINE OF THE
 NJ0493'TRACK, 3 FEET SOUTH OF THE LETTER G IN THE SPRINGVILLE SIGN, AND
 NJ0493'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED N 80 1934
 NJ0493'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK WAS RUN OVER
 NJ0493'WITH A TRACTOR AND CHIPPED THE CORNERS.
 NJ0493
 NJ0493                          STATION RECOVERY (1994)
 NJ0493
 NJ0493'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0493'MARK NOT FOUND.
 NJ0493
 NJ0493                          STATION RECOVERY (2005)
 NJ0493
 NJ0493'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0493'EXTENSIVE CONSTRUCTION AT THE DESCRIBED LOCATION SINCE THE RAILROAD
 NJ0493'WAS DISMANTLED MAKE IT UNLIKELY THAT THE MARK COULD SURVIVE. A
 NJ0493'THOROUGH SEARCH REVEALED NO SIGN OF THE MARK. GRAIN ELEVATOR EMPLOYEES
 NJ0493'HAD NO RECOLLECTION OF SEEING ANY SIGN OF A DISK OVER THE PAST 20
 NJ0493'YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0044 ***********************************************************************
 NK0044  DESIGNATION -  N 81
 NK0044  PID         -  NK0044
 NK0044  STATE/COUNTY-  IA/BENTON
 NK0044  USGS QUAD   -  VINTON (1971)
 NK0044
 NK0044                         *CURRENT SURVEY CONTROL
 NK0044  ___________________________________________________________________
 NK0044* NAD 83(1986)-  42 09 51.     (N)    092 02 04.     (W)     SCALED    
 NK0044* NAVD 88     -       243.071  (meters)     797.48   (feet)  ADJUSTED  
 NK0044  ___________________________________________________________________
 NK0044  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 NK0044  DYNAMIC HT  -         242.995 (meters)     797.23  (feet)  COMP
 NK0044  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 NK0044
 NK0044  VERT ORDER  -  SECOND    CLASS 0
 NK0044
 NK0044.The horizontal coordinates were scaled from a topographic map and have
 NK0044.an estimated accuracy of +/- 6 seconds.
 NK0044
 NK0044.The orthometric height was determined by differential leveling
 NK0044.and adjusted by the National Geodetic Survey in June 1991..
 NK0044
 NK0044.The geoid height was determined by GEOID03.
 NK0044
 NK0044.The dynamic height is computed by dividing the NAVD 88
 NK0044.geopotential number by the normal gravity value computed on the
 NK0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0044.degrees latitude (g = 980.6199 gals.).
 NK0044
 NK0044.The modeled gravity was interpolated from observed gravity values.
 NK0044
 NK0044;                    North         East    Units  Estimated Accuracy
 NK0044;SPC IA N     - 1,074,820.    1,621,100.      MT  (+/- 180 meters Scaled)
 NK0044
 NK0044                          SUPERSEDED SURVEY CONTROL
 NK0044
 NK0044.No superseded survey control is available for this station.
 NK0044
 NK0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG797684(NAD 83)
 NK0044_MARKER: DB = BENCH MARK DISK
 NK0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0044_SP_SET: CONCRETE BASE
 NK0044_STAMPING: N 81 1934
 NK0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0044
 NK0044  HISTORY     - Date     Condition        Report By
 NK0044  HISTORY     - 1934     MONUMENTED       CGS
 NK0044  HISTORY     - 19980714 GOOD             USPSQD
 NK0044
 NK0044                          STATION DESCRIPTION
 NK0044
 NK0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0044'1.1 MI SW FROM VINTON.
 NK0044'1.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0044'RAILWAY FROM THE STATION AT VINTON, BENTON COUNTY, 28 POLES
 NK0044'WEST OF MILEPOST 23, ABOUT 90 FEET SOUTH OF THE CENTER LINE
 NK0044'OF THE TRACK, AT THE STATE SCHOOL POWER PLANT, AND IN THE NORTH
 NK0044'END OF THE EAST SIDE OF THE CONCRETE HEXAGON BASE OF THE
 NK0044'SMOKESTACK.  A STANDARD DISK, STAMPED N 81 1934.
 NK0044
 NK0044                          STATION RECOVERY (1998)
 NK0044
 NK0044'RECOVERY NOTE BY US POWER SQUADRON 1998
 NK0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0089 ***********************************************************************
 NK0089  DESIGNATION -  N 82
 NK0089  PID         -  NK0089
 NK0089  STATE/COUNTY-  IA/TAMA
 NK0089  USGS QUAD   -  TRAER (1971)
 NK0089
 NK0089                         *CURRENT SURVEY CONTROL
 NK0089  ___________________________________________________________________
 NK0089* NAD 83(1986)-  42 09 00.     (N)    092 25 25.     (W)     SCALED    
 NK0089* NAVD 88     -       285.265  (meters)     935.91   (feet)  ADJUSTED  
 NK0089  ___________________________________________________________________
 NK0089  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 NK0089  DYNAMIC HT  -         285.165 (meters)     935.58  (feet)  COMP
 NK0089  MODELED GRAV-     980,265.0   (mgal)                       NAVD 88
 NK0089
 NK0089  VERT ORDER  -  SECOND    CLASS 0
 NK0089
 NK0089.The horizontal coordinates were scaled from a topographic map and have
 NK0089.an estimated accuracy of +/- 6 seconds.
 NK0089
 NK0089.The orthometric height was determined by differential leveling
 NK0089.and adjusted by the National Geodetic Survey in June 1991..
 NK0089
 NK0089.The geoid height was determined by GEOID03.
 NK0089
 NK0089.The dynamic height is computed by dividing the NAVD 88
 NK0089.geopotential number by the normal gravity value computed on the
 NK0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0089.degrees latitude (g = 980.6199 gals.).
 NK0089
 NK0089.The modeled gravity was interpolated from observed gravity values.
 NK0089
 NK0089;                    North         East    Units  Estimated Accuracy
 NK0089;SPC IA N     - 1,072,770.    1,588,970.      MT  (+/- 180 meters Scaled)
 NK0089
 NK0089                          SUPERSEDED SURVEY CONTROL
 NK0089
 NK0089  NGVD 29 (??/??/92)  285.255  (m)          935.87   (f) ADJ UNCH    2 0
 NK0089
 NK0089.Superseded values are not recommended for survey control.
 NK0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0089.See file dsdata.txt to determine how the superseded data were derived.
 NK0089
 NK0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG476665(NAD 83)
 NK0089_MARKER: DB = BENCH MARK DISK
 NK0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0089_SP_SET: CULVERT
 NK0089_STAMPING: N 82 1934
 NK0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0089
 NK0089  HISTORY     - Date     Condition        Report By
 NK0089  HISTORY     - 1934     MONUMENTED       CGS
 NK0089
 NK0089                          STATION DESCRIPTION
 NK0089
 NK0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0089'3.5 MI SE FROM TRAER.
 NK0089'3.5 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0089'FROM THE STATION AT TRAER, TAMA COUNTY, 13 POLES SOUTHEAST OF
 NK0089'MILEPOST 21, 7 POLES SOUTHEAST OF A PUBLIC-ROAD CROSSING, AT
 NK0089'4- BY 4-FOOT REINFORCED CONCRETE BOX CULVERT 55, IN THE SOUTHEAST
 NK0089'END OF THE SOUTHWEST CONCRETE HEAD WALL, 18 FEET SOUTHWEST OF
 NK0089'THE CENTER LINE OF THE TRACK, AND 2.5 FEET LOWER THAN THE RAIL.
 NK0089'A STANDARD DISK, STAMPED N 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0181 ***********************************************************************
 MH0181  DESIGNATION -  N 83
 MH0181  PID         -  MH0181
 MH0181  STATE/COUNTY-  IA/TAMA
 MH0181  USGS QUAD   -  TAMA (1980)
 MH0181
 MH0181                         *CURRENT SURVEY CONTROL
 MH0181  ___________________________________________________________________
 MH0181* NAD 83(1986)-  41 57 38.     (N)    092 34 30.     (W)     SCALED    
 MH0181* NAVD 88     -       248.926  (meters)     816.68   (feet)  ADJUSTED  
 MH0181  ___________________________________________________________________
 MH0181  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 MH0181  DYNAMIC HT  -         248.834 (meters)     816.38  (feet)  COMP
 MH0181  MODELED GRAV-     980,246.4   (mgal)                       NAVD 88
 MH0181
 MH0181  VERT ORDER  -  SECOND    CLASS 0
 MH0181
 MH0181.The horizontal coordinates were scaled from a topographic map and have
 MH0181.an estimated accuracy of +/- 6 seconds.
 MH0181
 MH0181.The orthometric height was determined by differential leveling
 MH0181.and adjusted by the National Geodetic Survey in June 1991..
 MH0181
 MH0181.The geoid height was determined by GEOID03.
 MH0181
 MH0181.The dynamic height is computed by dividing the NAVD 88
 MH0181.geopotential number by the normal gravity value computed on the
 MH0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0181.degrees latitude (g = 980.6199 gals.).
 MH0181
 MH0181.The modeled gravity was interpolated from observed gravity values.
 MH0181
 MH0181;                    North         East    Units  Estimated Accuracy
 MH0181;SPC IA N     - 1,051,580.    1,576,680.      MT  (+/- 180 meters Scaled)
 MH0181
 MH0181                          SUPERSEDED SURVEY CONTROL
 MH0181
 MH0181  NGVD 29 (??/??/92)  248.920  (m)          816.66   (f) ADJ UNCH    2 0
 MH0181
 MH0181.Superseded values are not recommended for survey control.
 MH0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0181.See file dsdata.txt to determine how the superseded data were derived.
 MH0181
 MH0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG352454(NAD 83)
 MH0181_MARKER: DB = BENCH MARK DISK
 MH0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0181_SP_SET: CONCRETE FOOTING
 MH0181_STAMPING: N 83 1934
 MH0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0181
 MH0181  HISTORY     - Date     Condition        Report By
 MH0181  HISTORY     - 1934     MONUMENTED       CGS
 MH0181  HISTORY     - 1985     MARK NOT FOUND   LOCENG
 MH0181
 MH0181                          STATION DESCRIPTION
 MH0181
 MH0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0181'AT TAMA.
 MH0181'AT TAMA, TAMA COUNTY, EAST OF THE CHICAGO AND NORTH WESTERN
 MH0181'RAILWAY STATION, AT THE INTERLOCKING SIGNAL, IN THE EAST SIDE OF
 MH0181'THE SOUTHEAST CONCRETE FOOTING, AND 35 FEET SOUTH OF THE
 MH0181'CENTERLINE OF THE SOUTH MAIN TRACK.  A STANDARD DISK, STAMPED
 MH0181'N 83 1934.
 MH0181
 MH0181                          STATION RECOVERY (1985)
 MH0181
 MH0181'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985
 MH0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0596 ***********************************************************************
 MG0596  DESIGNATION -  N 84
 MG0596  PID         -  MG0596
 MG0596  STATE/COUNTY-  IA/BENTON
 MG0596  USGS QUAD   -  NEWHALL (1968)
 MG0596
 MG0596                         *CURRENT SURVEY CONTROL
 MG0596  ___________________________________________________________________
 MG0596* NAD 83(1986)-  41 53 40.     (N)    091 57 32.     (W)     SCALED    
 MG0596* NAVD 88     -       243.570  (meters)     799.11   (feet)  ADJUSTED  
 MG0596  ___________________________________________________________________
 MG0596  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 MG0596  DYNAMIC HT  -         243.482 (meters)     798.82  (feet)  COMP
 MG0596  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 MG0596
 MG0596  VERT ORDER  -  SECOND    CLASS 0
 MG0596
 MG0596.The horizontal coordinates were scaled from a topographic map and have
 MG0596.an estimated accuracy of +/- 6 seconds.
 MG0596
 MG0596.The orthometric height was determined by differential leveling
 MG0596.and adjusted by the National Geodetic Survey in June 1991..
 MG0596
 MG0596.The geoid height was determined by GEOID03.
 MG0596
 MG0596.The dynamic height is computed by dividing the NAVD 88
 MG0596.geopotential number by the normal gravity value computed on the
 MG0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0596.degrees latitude (g = 980.6199 gals.).
 MG0596
 MG0596.The modeled gravity was interpolated from observed gravity values.
 MG0596
 MG0596;                    North         East    Units  Estimated Accuracy
 MG0596;SPC IA N     - 1,044,980.    1,627,890.      MT  (+/- 180 meters Scaled)
 MG0596
 MG0596                          SUPERSEDED SURVEY CONTROL
 MG0596
 MG0596  NGVD 29 (??/??/92)  243.578  (m)          799.14   (f) ADJ UNCH    2 0
 MG0596
 MG0596.Superseded values are not recommended for survey control.
 MG0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0596.See file dsdata.txt to determine how the superseded data were derived.
 MG0596
 MG0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG863385(NAD 83)
 MG0596_MARKER: DB = BENCH MARK DISK
 MG0596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0596_SP_SET: ABUTMENT
 MG0596_STAMPING: N 84 1934
 MG0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0596+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 MG0596
 MG0596  HISTORY     - Date     Condition        Report By
 MG0596  HISTORY     - 1934     MONUMENTED       CGS
 MG0596  HISTORY     - 20040819 GOOD             GEOCAC
 MG0596
 MG0596                          STATION DESCRIPTION
 MG0596
 MG0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0596'1.4 MI E FROM WATKINS.
 MG0596'1.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MG0596'THE STATION AT WATKINS, BENTON COUNTY, 16 POLES WEST OF
 MG0596'MILEPOST 99, AT 45-FOOT STEEL BRIDGE 284, IN THE SOUTH END OF THE
 MG0596'EAST CONCRETE ABUTMENT, 10 FEET SOUTH OF THE CENTERLINE OF THE
 MG0596'TRACK, AND 1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 MG0596'N 84 1934.
 MG0596
 MG0596                          STATION RECOVERY (2004)
 MG0596
 MG0596'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MG0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0080 ***********************************************************************
 MH0080  DESIGNATION -  N 86
 MH0080  PID         -  MH0080
 MH0080  STATE/COUNTY-  IA/KEOKUK
 MH0080  USGS QUAD   -  SIGOURNEY (1965)
 MH0080
 MH0080                         *CURRENT SURVEY CONTROL
 MH0080  ___________________________________________________________________
 MH0080* NAD 83(1986)-  41 18 13.     (N)    092 12 24.     (W)     SCALED    
 MH0080* NAVD 88     -       205.554  (meters)     674.39   (feet)  ADJUSTED  
 MH0080  ___________________________________________________________________
 MH0080  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 MH0080  DYNAMIC HT  -         205.468 (meters)     674.11  (feet)  COMP
 MH0080  MODELED GRAV-     980,199.3   (mgal)                       NAVD 88
 MH0080
 MH0080  VERT ORDER  -  SECOND    CLASS 0
 MH0080
 MH0080.The horizontal coordinates were scaled from a topographic map and have
 MH0080.an estimated accuracy of +/- 6 seconds.
 MH0080
 MH0080.The orthometric height was determined by differential leveling
 MH0080.and adjusted by the National Geodetic Survey in June 1991..
 MH0080
 MH0080.The geoid height was determined by GEOID03.
 MH0080
 MH0080.The dynamic height is computed by dividing the NAVD 88
 MH0080.geopotential number by the normal gravity value computed on the
 MH0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0080.degrees latitude (g = 980.6199 gals.).
 MH0080
 MH0080.The modeled gravity was interpolated from observed gravity values.
 MH0080
 MH0080;                    North         East    Units  Estimated Accuracy
 MH0080;SPC IA S     -   145,570.      608,310.      MT  (+/- 180 meters Scaled)
 MH0080
 MH0080                          SUPERSEDED SURVEY CONTROL
 MH0080
 MH0080  NGVD 29 (??/??/92)  205.56   (m)          674.4    (f) COMPUTED    2 0
 MH0080
 MH0080.Superseded values are not recommended for survey control.
 MH0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0080.See file dsdata.txt to determine how the superseded data were derived.
 MH0080
 MH0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF664727(NAD 83)
 MH0080_MARKER: DB = BENCH MARK DISK
 MH0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0080_SP_SET: PIER
 MH0080_STAMPING: N-86 1934
 MH0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0080
 MH0080  HISTORY     - Date     Condition        Report By
 MH0080  HISTORY     - 1934     MONUMENTED       CGS
 MH0080
 MH0080                          STATION DESCRIPTION
 MH0080
 MH0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0080'2.8 MI SW FROM SIGOURNEY.
 MH0080'2.8 MILES SOUTHWEST OF THE DEPOT AT SIGOURNEY.  ALONG THE
 MH0080'CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD, 12 POLES
 MH0080'SOUTH OF MILEPOST 22.  AT STEEL BRIDGE I-284 OVER THE NORTH
 MH0080'SKUNK RIVER.  SET AT THE WEST END OF THE NORTH PIER BETWEEN
 MH0080'BANNISTER AND GIRDER IN LIMESTONE BLOCK, 5 FEET WEST OF THE
 MH0080'CENTER LINE OF THE TRACK, 4 FEET BELOW THE RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0147 ***********************************************************************
 MH0147  DESIGNATION -  N 87
 MH0147  PID         -  MH0147
 MH0147  STATE/COUNTY-  IA/POWESHIEK
 MH0147  USGS QUAD   -  SEARSBORO (1979)
 MH0147
 MH0147                         *CURRENT SURVEY CONTROL
 MH0147  ___________________________________________________________________
 MH0147* NAD 83(1986)-  41 30 34.     (N)    092 39 08.     (W)     SCALED    
 MH0147* NAVD 88     -       234.743  (meters)     770.15   (feet)  ADJUSTED  
 MH0147  ___________________________________________________________________
 MH0147  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 MH0147  DYNAMIC HT  -         234.645 (meters)     769.83  (feet)  COMP
 MH0147  MODELED GRAV-     980,200.1   (mgal)                       NAVD 88
 MH0147
 MH0147  VERT ORDER  -  SECOND    CLASS 0
 MH0147
 MH0147.The horizontal coordinates were scaled from a topographic map and have
 MH0147.an estimated accuracy of +/- 6 seconds.
 MH0147
 MH0147.The orthometric height was determined by differential leveling
 MH0147.and adjusted by the National Geodetic Survey in June 1991..
 MH0147
 MH0147.The geoid height was determined by GEOID03.
 MH0147
 MH0147.The dynamic height is computed by dividing the NAVD 88
 MH0147.geopotential number by the normal gravity value computed on the
 MH0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0147.degrees latitude (g = 980.6199 gals.).
 MH0147
 MH0147.The modeled gravity was interpolated from observed gravity values.
 MH0147
 MH0147;                    North         East    Units  Estimated Accuracy
 MH0147;SPC IA S     -   167,970.      570,770.      MT  (+/- 180 meters Scaled)
 MH0147
 MH0147                          SUPERSEDED SURVEY CONTROL
 MH0147
 MH0147  NGVD 29 (??/??/92)  234.731  (m)          770.11   (f) ADJ UNCH    2 0
 MH0147
 MH0147.Superseded values are not recommended for survey control.
 MH0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0147.See file dsdata.txt to determine how the superseded data were derived.
 MH0147
 MH0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF290953(NAD 83)
 MH0147_MARKER: DB = BENCH MARK DISK
 MH0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0147_SP_SET: PIER
 MH0147_STAMPING: N 87 1934
 MH0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0147
 MH0147  HISTORY     - Date     Condition        Report By
 MH0147  HISTORY     - 1934     MONUMENTED       CGS
 MH0147
 MH0147                          STATION DESCRIPTION
 MH0147
 MH0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0147'1.3 MI SE FROM MOORE.
 MH0147'1.3 MILES SOUTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 MH0147'FROM THE STATION AT MOORE, POWESSHIEK COUNTY, 1-1/2 POLES SOUTH OF
 MH0147'MILEPOST 286, AT STEEL 452 OVER NORTH SKUNK RIVER, IN THE EAST
 MH0147'END OF THE STONE PIER, AND 5.5 FEET LOWER THAN THE RAIL.  A
 MH0147'STANDARD DISK, STAMPED N 87 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0176 ***********************************************************************
 NL0176  DESIGNATION -  N 89
 NL0176  PID         -  NL0176
 NL0176  STATE/COUNTY-  IA/GREENE
 NL0176  USGS QUAD   -  SCRANTON (1980)
 NL0176
 NL0176                         *CURRENT SURVEY CONTROL
 NL0176  ___________________________________________________________________
 NL0176* NAD 83(1986)-  42 01 42.     (N)    094 35 25.     (W)     SCALED    
 NL0176* NAVD 88     -       358.573  (meters)    1176.42   (feet)  ADJUSTED  
 NL0176  ___________________________________________________________________
 NL0176  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 NL0176  DYNAMIC HT  -         358.459 (meters)    1176.04  (feet)  COMP
 NL0176  MODELED GRAV-     980,291.4   (mgal)                       NAVD 88
 NL0176
 NL0176  VERT ORDER  -  SECOND    CLASS 0
 NL0176
 NL0176.The horizontal coordinates were scaled from a topographic map and have
 NL0176.an estimated accuracy of +/- 6 seconds.
 NL0176
 NL0176.The orthometric height was determined by differential leveling
 NL0176.and adjusted by the National Geodetic Survey in June 1991..
 NL0176
 NL0176.The geoid height was determined by GEOID03.
 NL0176
 NL0176.The dynamic height is computed by dividing the NAVD 88
 NL0176.geopotential number by the normal gravity value computed on the
 NL0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0176.degrees latitude (g = 980.6199 gals.).
 NL0176
 NL0176.The modeled gravity was interpolated from observed gravity values.
 NL0176
 NL0176;                    North         East    Units  Estimated Accuracy
 NL0176;SPC IA N     - 1,059,270.    1,409,710.      MT  (+/- 180 meters Scaled)
 NL0176
 NL0176                          SUPERSEDED SURVEY CONTROL
 NL0176
 NL0176  NGVD 29 (??/??/92)  358.516  (m)         1176.23   (f) ADJ UNCH    2 0
 NL0176
 NL0176.Superseded values are not recommended for survey control.
 NL0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0176.See file dsdata.txt to determine how the superseded data were derived.
 NL0176
 NL0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG683541(NAD 83)
 NL0176_MARKER: DB = BENCH MARK DISK
 NL0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0176_STAMPING: N 89 1935
 NL0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0176+STABILITY: SURFACE MOTION
 NL0176
 NL0176  HISTORY     - Date     Condition        Report By
 NL0176  HISTORY     - 1935     MONUMENTED       CGS
 NL0176
 NL0176                          STATION DESCRIPTION
 NL0176
 NL0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0176'2.5 MI W FROM SCRANTON.
 NL0176'2.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0176'THE STATION AT SCRANTON, GREENE COUNTY, 50 FEET EAST OF CULVERT 774,
 NL0176'AT A ROAD CROSSING, 25 FEET WEST OF THE CENTERLINE OF THE ROAD,
 NL0176'12 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, AT THE TOP OF
 NL0176'A DUMP, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NL0176'N 89 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0059 ***********************************************************************
 NM0059  DESIGNATION -  N 9
 NM0059  PID         -  NM0059
 NM0059  STATE/COUNTY-  IA/SIOUX
 NM0059  USGS QUAD   -  HAWARDEN SOUTH (1969)
 NM0059
 NM0059                         *CURRENT SURVEY CONTROL
 NM0059  ___________________________________________________________________
 NM0059* NAD 83(1986)-  42 59 49.     (N)    096 29 41.     (W)     SCALED    
 NM0059* NAVD 88     -       359.204  (meters)    1178.49   (feet)  ADJUSTED  
 NM0059  ___________________________________________________________________
 NM0059  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 NM0059  DYNAMIC HT  -         359.109 (meters)    1178.18  (feet)  COMP
 NM0059  MODELED GRAV-     980,344.3   (mgal)                       NAVD 88
 NM0059
 NM0059  VERT ORDER  -  FIRST     CLASS II
 NM0059
 NM0059.The horizontal coordinates were scaled from a topographic map and have
 NM0059.an estimated accuracy of +/- 6 seconds.
 NM0059
 NM0059.The orthometric height was determined by differential leveling
 NM0059.and adjusted by the National Geodetic Survey in June 1991..
 NM0059
 NM0059.The geoid height was determined by GEOID03.
 NM0059
 NM0059.The dynamic height is computed by dividing the NAVD 88
 NM0059.geopotential number by the normal gravity value computed on the
 NM0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0059.degrees latitude (g = 980.6199 gals.).
 NM0059
 NM0059.The modeled gravity was interpolated from observed gravity values.
 NM0059
 NM0059;                    North         East    Units  Estimated Accuracy
 NM0059;SPC IA N     - 1,170,600.    1,255,860.      MT  (+/- 180 meters Scaled)
 NM0059
 NM0059                          SUPERSEDED SURVEY CONTROL
 NM0059
 NM0059  NGVD 29 (??/??/92)  359.00   (m)         1177.8    (f) COMPUTED    1 2
 NM0059
 NM0059.Superseded values are not recommended for survey control.
 NM0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0059.See file dsdata.txt to determine how the superseded data were derived.
 NM0059
 NM0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN042635(NAD 83)
 NM0059_MARKER: DB = BENCH MARK DISK
 NM0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0059_STAMPING: N 9 1934
 NM0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0059+STABILITY: SURFACE MOTION
 NM0059
 NM0059  HISTORY     - Date     Condition        Report By
 NM0059  HISTORY     - 1934     MONUMENTED       CGS
 NM0059  HISTORY     - 1949     GOOD             NGS
 NM0059  HISTORY     - 1966     MARK NOT FOUND   USGS
 NM0059
 NM0059                          STATION DESCRIPTION
 NM0059
 NM0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0059'0.6 MI NW FROM HAWARDEN.
 NM0059'0.6 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0059'FROM THE STATION AT HAWARDEN, SIOUX COUNTY, 0.3 MILE NORTHWEST
 NM0059'OF THE CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NM0059'RAILROAD, 180 YARDS SOUTHEAST OF THE EAST END OF THE BRIDGE
 NM0059'OVER BIG SIOUX RIVER, 125 YARDS NORTHWEST OF THE CROSSING OF
 NM0059'STATE HIGHWAY 10, 19.6 FEET NORTHEAST OF THE NORTHEAST RAIL AND
 NM0059'2.5 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED N 9 1934
 NM0059'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NM0059'GROUND.
 NM0059
 NM0059                          STATION RECOVERY (1966)
 NM0059
 NM0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0803 ***********************************************************************
 LF0803  DESIGNATION -  N 9
 LF0803  PID         -  LF0803
 LF0803  STATE/COUNTY-  IA/FREMONT
 LF0803  USGS QUAD   -  HAMBURG (1984)
 LF0803
 LF0803                         *CURRENT SURVEY CONTROL
 LF0803  ___________________________________________________________________
 LF0803* NAD 83(1986)-  40 35 38.     (N)    095 39 47.     (W)     SCALED    
 LF0803* NAVD 88     -       277.609  (meters)     910.79   (feet)  ADJUSTED  
 LF0803  ___________________________________________________________________
 LF0803  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LF0803  DYNAMIC HT  -         277.462 (meters)     910.31  (feet)  COMP
 LF0803  MODELED GRAV-     980,089.6   (mgal)                       NAVD 88
 LF0803
 LF0803  VERT ORDER  -  FIRST     CLASS II
 LF0803
 LF0803.The horizontal coordinates were scaled from a topographic map and have
 LF0803.an estimated accuracy of +/- 6 seconds.
 LF0803
 LF0803.The orthometric height was determined by differential leveling
 LF0803.and adjusted by the National Geodetic Survey in June 1991..
 LF0803.WARNING-Repeat measurements at this control monument indicate possible
 LF0803.vertical movement.
 LF0803
 LF0803.The geoid height was determined by GEOID03.
 LF0803
 LF0803.The dynamic height is computed by dividing the NAVD 88
 LF0803.geopotential number by the normal gravity value computed on the
 LF0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0803.degrees latitude (g = 980.6199 gals.).
 LF0803
 LF0803.The modeled gravity was interpolated from observed gravity values.
 LF0803
 LF0803;                    North         East    Units  Estimated Accuracy
 LF0803;SPC IA S     -    68,230.      316,920.      MT  (+/- 180 meters Scaled)
 LF0803
 LF0803                          SUPERSEDED SURVEY CONTROL
 LF0803
 LF0803  NGVD 29 (??/??/92)  277.512  (m)          910.47   (f) ADJ UNCH    1 2
 LF0803
 LF0803.Superseded values are not recommended for survey control.
 LF0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0803.See file dsdata.txt to determine how the superseded data were derived.
 LF0803
 LF0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE746970(NAD 83)
 LF0803_MARKER: DB = BENCH MARK DISK
 LF0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0803_STAMPING: N 9 1933
 LF0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0803+STABILITY: SURFACE MOTION
 LF0803
 LF0803  HISTORY     - Date     Condition        Report By
 LF0803  HISTORY     - 1933     MONUMENTED       CGS
 LF0803  HISTORY     - 1949     GOOD             NGS
 LF0803
 LF0803                          STATION DESCRIPTION
 LF0803
 LF0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0803'AT HAMBURG.
 LF0803'AT HAMBURG, FREMONT COUNTY, 60 FEET NORTHWEST OF THE CHICAGO,
 LF0803'BURLINGTON AND QUINCY RAILROAD STATION, IN THE TRIANGLE FORMED
 LF0803'BY THE OMAHA-KANSAS CITY MAIN LINE AND THE BRANCH LINE TO
 LF0803'SHENANDOAH, 20 FEET WEST OF THE BRANCH LINE, AND INSIDE THE
 LF0803'GUARD RAILING OF A FLOWER BED.  A STANDARD DISK, STAMPED N 9
 LF0803'1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0332 ***********************************************************************
 MJ0332  DESIGNATION -  N 90
 MJ0332  PID         -  MJ0332
 MJ0332  STATE/COUNTY-  IA/CRAWFORD
 MJ0332  USGS QUAD   -  MANILLA (1978)
 MJ0332
 MJ0332                         *CURRENT SURVEY CONTROL
 MJ0332  ___________________________________________________________________
 MJ0332* NAD 83(1986)-  41 54 58.     (N)    095 09 03.     (W)     SCALED    
 MJ0332* NAVD 88     -       426.295  (meters)    1398.60   (feet)  ADJUSTED  
 MJ0332  ___________________________________________________________________
 MJ0332  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 MJ0332  DYNAMIC HT  -         426.097 (meters)    1397.95  (feet)  COMP
 MJ0332  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 MJ0332
 MJ0332  VERT ORDER  -  SECOND    CLASS 0
 MJ0332
 MJ0332.The horizontal coordinates were scaled from a topographic map and have
 MJ0332.an estimated accuracy of +/- 6 seconds.
 MJ0332
 MJ0332.The orthometric height was determined by differential leveling
 MJ0332.and adjusted by the National Geodetic Survey in June 1991..
 MJ0332
 MJ0332.The geoid height was determined by GEOID03.
 MJ0332
 MJ0332.The dynamic height is computed by dividing the NAVD 88
 MJ0332.geopotential number by the normal gravity value computed on the
 MJ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0332.degrees latitude (g = 980.6199 gals.).
 MJ0332
 MJ0332.The modeled gravity was interpolated from observed gravity values.
 MJ0332
 MJ0332;                    North         East    Units  Estimated Accuracy
 MJ0332;SPC IA N     - 1,047,560.    1,363,050.      MT  (+/- 180 meters Scaled)
 MJ0332
 MJ0332                          SUPERSEDED SURVEY CONTROL
 MJ0332
 MJ0332  NGVD 29 (??/??/92)  426.153  (m)         1398.14   (f) ADJ UNCH    2 0
 MJ0332
 MJ0332.Superseded values are not recommended for survey control.
 MJ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0332.See file dsdata.txt to determine how the superseded data were derived.
 MJ0332
 MJ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG216426(NAD 83)
 MJ0332_MARKER: DB = BENCH MARK DISK
 MJ0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0332_SP_SET: OVERPASS
 MJ0332_STAMPING: N 90 1935
 MJ0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0332
 MJ0332  HISTORY     - Date     Condition        Report By
 MJ0332  HISTORY     - 1935     MONUMENTED       CGS
 MJ0332
 MJ0332                          STATION DESCRIPTION
 MJ0332
 MJ0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0332'0.8 MI W FROM ASPINWALL.
 MJ0332'0.8 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0332'RAILROAD FROM THE STATION AT ASPINWALL, CRAWFORD COUNTY, 2 POLES
 MJ0332'WEST OF MILEPOST 417, AT A ROAD CROSSING, AT OVERPASS 1352-1/2,
 MJ0332'IN THE TOP OF THE NORTH HEADWALL, 3 FEET EAST OF THE WEST END,
 MJ0332'6 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, AND 10 INCHES
 MJ0332'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED N 90 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0352 ***********************************************************************
 NL0352  DESIGNATION -  N 91
 NL0352  PID         -  NL0352
 NL0352  STATE/COUNTY-  IA/MONONA
 NL0352  USGS QUAD   -  UTE (1971)
 NL0352
 NL0352                         *CURRENT SURVEY CONTROL
 NL0352  ___________________________________________________________________
 NL0352* NAD 83(1986)-  42 03 02.     (N)    095 42 36.     (W)     SCALED    
 NL0352* NAVD 88     -       366.400  (meters)    1202.10   (feet)  POSTED    
 NL0352  ___________________________________________________________________
 NL0352  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 NL0352  DYNAMIC HT  -         366.260 (meters)    1201.64  (feet)  COMP
 NL0352  MODELED GRAV-     980,226.2   (mgal)                       NAVD 88
 NL0352
 NL0352  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 NL0352
 NL0352.The horizontal coordinates were scaled from a topographic map and have
 NL0352.an estimated accuracy of +/- 6 seconds.
 NL0352
 NL0352.The orthometric height was determined by differential leveling
 NL0352.and adjusted by the National Geodetic Survey in 1992..
 NL0352.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 NL0352.rate of 4.1 thru 8.0 mm/km.
 NL0352
 NL0352.The geoid height was determined by GEOID03.
 NL0352
 NL0352.The dynamic height is computed by dividing the NAVD 88
 NL0352.geopotential number by the normal gravity value computed on the
 NL0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0352.degrees latitude (g = 980.6199 gals.).
 NL0352
 NL0352.The modeled gravity was interpolated from observed gravity values.
 NL0352
 NL0352;                    North         East    Units  Estimated Accuracy
 NL0352;SPC IA N     - 1,063,550.    1,317,070.      MT  (+/- 180 meters Scaled)
 NL0352
 NL0352                          SUPERSEDED SURVEY CONTROL
 NL0352
 NL0352  NGVD 29 (??/??/92)  366.248  (m)         1201.60   (f) ADJ UNCH    2 0
 NL0352
 NL0352.Superseded values are not recommended for survey control.
 NL0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0352.See file dsdata.txt to determine how the superseded data were derived.
 NL0352
 NL0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG757589(NAD 83)
 NL0352_MARKER: DB = BENCH MARK DISK
 NL0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0352_STAMPING: N 91 1935
 NL0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0352+STABILITY: SURFACE MOTION
 NL0352
 NL0352  HISTORY     - Date     Condition        Report By
 NL0352  HISTORY     - 1935     MONUMENTED       CGS
 NL0352  HISTORY     - 1943     GOOD             NGS
 NL0352
 NL0352                          STATION DESCRIPTION
 NL0352
 NL0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0352'AT UTE.
 NL0352'AT UTE, MONONA COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0352'PACIFIC RAILROAD, 190 FEET NORTH OF THE STATION, 69 FEET NORTH
 NL0352'OF MILEPOST 33, 18 FEET EAST OF THE CENTERLINE OF THE MAIN
 NL0352'TRACK, 16 FEET WEST OF THE CENTERLINE OF THE SIDETRACK, 5 FEET
 NL0352'WEST OF A POLE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 NL0352'STAMPED N 91 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0381 ***********************************************************************
 NL0381  DESIGNATION -  N 92
 NL0381  PID         -  NL0381
 NL0381  STATE/COUNTY-  IA/WOODBURY
 NL0381  USGS QUAD   -  OTO (1969)
 NL0381
 NL0381                         *CURRENT SURVEY CONTROL
 NL0381  ___________________________________________________________________
 NL0381* NAD 83(1986)-  42 17 09.     (N)    095 53 39.     (W)     SCALED    
 NL0381* NAVD 88     -       333.164  (meters)    1093.06   (feet)  ADJUSTED  
 NL0381  ___________________________________________________________________
 NL0381  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 NL0381  DYNAMIC HT  -         333.050 (meters)    1092.68  (feet)  COMP
 NL0381  MODELED GRAV-     980,269.0   (mgal)                       NAVD 88
 NL0381
 NL0381  VERT ORDER  -  SECOND    CLASS 0
 NL0381
 NL0381.The horizontal coordinates were scaled from a topographic map and have
 NL0381.an estimated accuracy of +/- 6 seconds.
 NL0381
 NL0381.The orthometric height was determined by differential leveling
 NL0381.and adjusted by the National Geodetic Survey in June 1991..
 NL0381
 NL0381.The geoid height was determined by GEOID03.
 NL0381
 NL0381.The dynamic height is computed by dividing the NAVD 88
 NL0381.geopotential number by the normal gravity value computed on the
 NL0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0381.degrees latitude (g = 980.6199 gals.).
 NL0381
 NL0381.The modeled gravity was interpolated from observed gravity values.
 NL0381
 NL0381;                    North         East    Units  Estimated Accuracy
 NL0381;SPC IA N     - 1,090,080.    1,302,560.      MT  (+/- 180 meters Scaled)
 NL0381
 NL0381                          SUPERSEDED SURVEY CONTROL
 NL0381
 NL0381  NGVD 29 (??/??/92)  333.023  (m)         1092.59   (f) ADJ UNCH    2 0
 NL0381
 NL0381.Superseded values are not recommended for survey control.
 NL0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0381.See file dsdata.txt to determine how the superseded data were derived.
 NL0381
 NL0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG613855(NAD 83)
 NL0381_MARKER: DB = BENCH MARK DISK
 NL0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0381_STAMPING: N 92 1935
 NL0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0381+STABILITY: SURFACE MOTION
 NL0381
 NL0381  HISTORY     - Date     Condition        Report By
 NL0381  HISTORY     - 1935     MONUMENTED       CGS
 NL0381  HISTORY     - 1951     GOOD             NGS
 NL0381
 NL0381                          STATION DESCRIPTION
 NL0381
 NL0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NL0381'AT OTO.
 NL0381'AT OTO, WOODBURY COUNTY, 70 FEET EAST FROM THE CENTERLINE OF
 NL0381'STATE HIGHWAY 31, 13 FEET SOUTHEAST OF A SMALL SPRUCE TREE,
 NL0381'180 FEET WEST FROM THE CENTERLINE OF A NORTH-SOUTH ROAD, 96
 NL0381'FEET SOUTH FROM THE CENTERLINE OF AN EAST-WEST STREET, 126
 NL0381'FEET SOUTHEASTERLY FROM THE SOUTHEAST CORNER OF A LUMBER YARD.
 NL0381'A STANDARD DISK STAMPED N 92 1935 AND SET IN THE TOP OF A
 NL0381'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0295 ***********************************************************************
 NL0295  DESIGNATION -  N 93
 NL0295  PID         -  NL0295
 NL0295  STATE/COUNTY-  IA/SAC
 NL0295  USGS QUAD   -  LAKE VIEW (1980)
 NL0295
 NL0295                         *CURRENT SURVEY CONTROL
 NL0295  ___________________________________________________________________
 NL0295* NAD 83(1986)-  42 15 14.     (N)    095 01 11.     (W)     SCALED    
 NL0295* NAVD 88     -       382.742  (meters)    1255.71   (feet)  ADJUSTED  
 NL0295  ___________________________________________________________________
 NL0295  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 NL0295  DYNAMIC HT  -         382.590 (meters)    1255.21  (feet)  COMP
 NL0295  MODELED GRAV-     980,212.8   (mgal)                       NAVD 88
 NL0295
 NL0295  VERT ORDER  -  SECOND    CLASS 0
 NL0295
 NL0295.The horizontal coordinates were scaled from a topographic map and have
 NL0295.an estimated accuracy of +/- 6 seconds.
 NL0295
 NL0295.The orthometric height was determined by differential leveling
 NL0295.and adjusted by the National Geodetic Survey in June 1991..
 NL0295
 NL0295.The geoid height was determined by GEOID03.
 NL0295
 NL0295.The dynamic height is computed by dividing the NAVD 88
 NL0295.geopotential number by the normal gravity value computed on the
 NL0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0295.degrees latitude (g = 980.6199 gals.).
 NL0295
 NL0295.The modeled gravity was interpolated from observed gravity values.
 NL0295
 NL0295;                    North         East    Units  Estimated Accuracy
 NL0295;SPC IA N     - 1,084,870.    1,374,600.      MT  (+/- 180 meters Scaled)
 NL0295
 NL0295                          SUPERSEDED SURVEY CONTROL
 NL0295
 NL0295  NGVD 29 (??/??/92)  382.627  (m)         1255.34   (f) ADJ UNCH    2 0
 NL0295
 NL0295.Superseded values are not recommended for survey control.
 NL0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0295.See file dsdata.txt to determine how the superseded data were derived.
 NL0295
 NL0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG333799(NAD 83)
 NL0295_MARKER: DB = BENCH MARK DISK
 NL0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0295_STAMPING: N 93 1935
 NL0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0295+STABILITY: SURFACE MOTION
 NL0295
 NL0295  HISTORY     - Date     Condition        Report By
 NL0295  HISTORY     - 1935     MONUMENTED       CGS
 NL0295  HISTORY     - 1943     GOOD             NGS
 NL0295  HISTORY     - 1975     POOR             NGS
 NL0295
 NL0295                          STATION DESCRIPTION
 NL0295
 NL0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0295'AT CARNARVON.
 NL0295'AT CARNARVON, SAC COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NL0295'RAILWAY, 4 POLES SOUTHEAST OF THE STATION, AT A ROAD CROSSING,
 NL0295'24 FEET NORTH OF THE CENTERLINE OF THE ROAD, 14 FEET NORTHEAST
 NL0295'OF THE CENTERLINE OF THE TRACK, 4 FEET WEST OF A POLE, AND
 NL0295'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED N 93 1935 AND
 NL0295'SET IN THE TOP OF A CONCRETE POST.
 NL0295
 NL0295                          STATION RECOVERY (1975)
 NL0295
 NL0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0295'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0428 ***********************************************************************
 NL0428  DESIGNATION -  N 94
 NL0428  PID         -  NL0428
 NL0428  STATE/COUNTY-  IA/CRAWFORD
 NL0428  USGS QUAD   -  RICKETTS (1971)
 NL0428
 NL0428                         *CURRENT SURVEY CONTROL
 NL0428  ___________________________________________________________________
 NL0428* NAD 83(1986)-  42 09 29.     (N)    095 30 04.     (W)     SCALED    
 NL0428* NAVD 88     -       449.279  (meters)    1474.01   (feet)  ADJUSTED  
 NL0428  ___________________________________________________________________
 NL0428  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 NL0428  DYNAMIC HT  -         449.103 (meters)    1473.43  (feet)  COMP
 NL0428  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 NL0428
 NL0428  VERT ORDER  -  SECOND    CLASS 0
 NL0428
 NL0428.The horizontal coordinates were scaled from a topographic map and have
 NL0428.an estimated accuracy of +/- 6 seconds.
 NL0428
 NL0428.The orthometric height was determined by differential leveling
 NL0428.and adjusted by the National Geodetic Survey in June 1991..
 NL0428
 NL0428.The geoid height was determined by GEOID03.
 NL0428
 NL0428.The dynamic height is computed by dividing the NAVD 88
 NL0428.geopotential number by the normal gravity value computed on the
 NL0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0428.degrees latitude (g = 980.6199 gals.).
 NL0428
 NL0428.The modeled gravity was interpolated from observed gravity values.
 NL0428
 NL0428;                    North         East    Units  Estimated Accuracy
 NL0428;SPC IA N     - 1,075,050.    1,334,640.      MT  (+/- 180 meters Scaled)
 NL0428
 NL0428                          SUPERSEDED SURVEY CONTROL
 NL0428
 NL0428  NGVD 29 (??/??/92)  449.120  (m)         1473.49   (f) ADJ UNCH    2 0
 NL0428
 NL0428.Superseded values are not recommended for survey control.
 NL0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0428.See file dsdata.txt to determine how the superseded data were derived.
 NL0428
 NL0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG933703(NAD 83)
 NL0428_MARKER: DB = BENCH MARK DISK
 NL0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0428_STAMPING: N 94 1935
 NL0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0428+STABILITY: SURFACE MOTION
 NL0428
 NL0428  HISTORY     - Date     Condition        Report By
 NL0428  HISTORY     - 1935     MONUMENTED       CGS
 NL0428  HISTORY     - 1943     GOOD             NGS
 NL0428
 NL0428                          STATION DESCRIPTION
 NL0428
 NL0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0428'3.6 MI W FROM SCHLESWIG.
 NL0428'3.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0428'THE STATION AT SCHLESWIG, 258 FEET WEST OF BRIDGE 171, 44 FEET
 NL0428'NORTH OF THE CENTERLINE OF THE TRACK, ON THE EAST SLOPE OF A CUT,
 NL0428'6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, IN LINE WITH A ROW OF
 NL0428'POLES, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 NL0428'STAMPED N 94 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0945 ***********************************************************************
 MJ0945  DESIGNATION -  N 95
 MJ0945  PID         -  MJ0945
 MJ0945  STATE/COUNTY-  IA/HARRISON
 MJ0945  USGS QUAD   -  PISGAH (1971)
 MJ0945
 MJ0945                         *CURRENT SURVEY CONTROL
 MJ0945  ___________________________________________________________________
 MJ0945* NAD 83(1986)-  41 51 49.     (N)    095 54 37.     (W)     SCALED    
 MJ0945* NAVD 88     -       325.292  (meters)    1067.23   (feet)  ADJUSTED  
 MJ0945  ___________________________________________________________________
 MJ0945  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 MJ0945  DYNAMIC HT  -         325.161 (meters)    1066.80  (feet)  COMP
 MJ0945  MODELED GRAV-     980,212.8   (mgal)                       NAVD 88
 MJ0945
 MJ0945  VERT ORDER  -  SECOND    CLASS 0
 MJ0945
 MJ0945.The horizontal coordinates were scaled from a topographic map and have
 MJ0945.an estimated accuracy of +/- 6 seconds.
 MJ0945
 MJ0945.The orthometric height was determined by differential leveling
 MJ0945.and adjusted by the National Geodetic Survey in June 1991..
 MJ0945
 MJ0945.The geoid height was determined by GEOID03.
 MJ0945
 MJ0945.The dynamic height is computed by dividing the NAVD 88
 MJ0945.geopotential number by the normal gravity value computed on the
 MJ0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0945.degrees latitude (g = 980.6199 gals.).
 MJ0945
 MJ0945.The modeled gravity was interpolated from observed gravity values.
 MJ0945
 MJ0945;                    North         East    Units  Estimated Accuracy
 MJ0945;SPC IA S     -   209,730.      299,900.      MT  (+/- 180 meters Scaled)
 MJ0945
 MJ0945                          SUPERSEDED SURVEY CONTROL
 MJ0945
 MJ0945  NGVD 29 (??/??/92)  325.142  (m)         1066.74   (f) ADJ UNCH    2 0
 MJ0945
 MJ0945.Superseded values are not recommended for survey control.
 MJ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0945.See file dsdata.txt to determine how the superseded data were derived.
 MJ0945
 MJ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG584387(NAD 83)
 MJ0945_MARKER: DB = BENCH MARK DISK
 MJ0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0945_STAMPING: N 95 1935
 MJ0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0945+STABILITY: SURFACE MOTION
 MJ0945
 MJ0945  HISTORY     - Date     Condition        Report By
 MJ0945  HISTORY     - 1935     MONUMENTED       CGS
 MJ0945  HISTORY     - 1949     GOOD             NGS
 MJ0945  HISTORY     - 1971     MARK NOT FOUND   USGS
 MJ0945
 MJ0945                          STATION DESCRIPTION
 MJ0945
 MJ0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0945'2.5 MI N FROM PISGAH.
 MJ0945'2.5 MILES NORTH ALONG IOWA STATE HIGHWAY 183 FROM THE CHICAGO AND
 MJ0945'NORTH WESTERN RAILWAY STATION AT PISGAH, AT A ROAD INTERSECTION AND
 MJ0945'RAILROAD CROSSING, 170 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MJ0945'48 FEET EAST OF THE EAST RAIL OF THE TRACK, 34 FEET NORTH OF THE
 MJ0945'CENTER LINE OF THE DIRT ROAD LEADING EAST, 16.3 FEET WEST OF A
 MJ0945'POWER LINE POLE, 6.5 FEET SOUTHWEST OF A FENCE CORNER POST, 1.2 FEET
 MJ0945'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 MJ0945'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MJ0945
 MJ0945                          STATION RECOVERY (1971)
 MJ0945
 MJ0945'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MJ0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0958 ***********************************************************************
 MJ0958  DESIGNATION -  N 96
 MJ0958  PID         -  MJ0958
 MJ0958  STATE/COUNTY-  IA/HARRISON
 MJ0958  USGS QUAD   -  PERSIA (1978)
 MJ0958
 MJ0958                         *CURRENT SURVEY CONTROL
 MJ0958  ___________________________________________________________________
 MJ0958* NAD 83(1986)-  41 35 08.     (N)    095 33 59.     (W)     SCALED    
 MJ0958* NAVD 88     -       354.446  (meters)    1162.88   (feet)  ADJUSTED  
 MJ0958  ___________________________________________________________________
 MJ0958  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 MJ0958  DYNAMIC HT  -         354.278 (meters)    1162.33  (feet)  COMP
 MJ0958  MODELED GRAV-     980,140.5   (mgal)                       NAVD 88
 MJ0958
 MJ0958  VERT ORDER  -  SECOND    CLASS 0
 MJ0958
 MJ0958.The horizontal coordinates were scaled from a topographic map and have
 MJ0958.an estimated accuracy of +/- 6 seconds.
 MJ0958
 MJ0958.The orthometric height was determined by differential leveling
 MJ0958.and adjusted by the National Geodetic Survey in June 1991..
 MJ0958
 MJ0958.The geoid height was determined by GEOID03.
 MJ0958
 MJ0958.The dynamic height is computed by dividing the NAVD 88
 MJ0958.geopotential number by the normal gravity value computed on the
 MJ0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0958.degrees latitude (g = 980.6199 gals.).
 MJ0958
 MJ0958.The modeled gravity was interpolated from observed gravity values.
 MJ0958
 MJ0958;                    North         East    Units  Estimated Accuracy
 MJ0958;SPC IA S     -   178,120.      327,710.      MT  (+/- 180 meters Scaled)
 MJ0958
 MJ0958                          SUPERSEDED SURVEY CONTROL
 MJ0958
 MJ0958  NGVD 29 (??/??/92)  354.326  (m)         1162.48   (f) ADJ UNCH    2 0
 MJ0958
 MJ0958.Superseded values are not recommended for survey control.
 MJ0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0958.See file dsdata.txt to determine how the superseded data were derived.
 MJ0958
 MJ0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG860069(NAD 83)
 MJ0958_MARKER: DB = BENCH MARK DISK
 MJ0958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0958_SP_SET: CULVERT
 MJ0958_STAMPING: 1162.294 N 96 1935
 MJ0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0958
 MJ0958  HISTORY     - Date     Condition        Report By
 MJ0958  HISTORY     - 1935     MONUMENTED       CGS
 MJ0958  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0958
 MJ0958                          STATION DESCRIPTION
 MJ0958
 MJ0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0958'0.4 MI NE FROM PERSIA.
 MJ0958'0.4 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0958'PACIFIC RAILROAD FROM THE STATION AT PERSIA, HARRISON COUNTY,
 MJ0958'19-2/3 POLES SOUTH OF MILEPOST 452, 75 FEET WEST OF THE
 MJ0958'CENTERLINE OF THE TRACK, 18 FEET EAST OF THE CENTERLINE OF STATE
 MJ0958'HIGHWAY 191, AT A 6- BY 6-FOOT CONCRETE BOX CULVERT UNDER
 MJ0958'THE HIGHWAY, IN THE CENTER OF THE TOP OF THE EAST HEADWALL, AND
 MJ0958'LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED 1162.294
 MJ0958'N 96 1935.
 MJ0958
 MJ0958                          STATION RECOVERY (1975)
 MJ0958
 MJ0958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0654 ***********************************************************************
 MJ0654  DESIGNATION -  N 97
 MJ0654  PID         -  MJ0654
 MJ0654  STATE/COUNTY-  IA/MILLS
 MJ0654  USGS QUAD   -  MALVERN (1956)
 MJ0654
 MJ0654                         *CURRENT SURVEY CONTROL
 MJ0654  ___________________________________________________________________
 MJ0654* NAD 83(1986)-  41 03 33.     (N)    095 37 07.     (W)     SCALED    
 MJ0654* NAVD 88     -       309.264  (meters)    1014.64   (feet)  ADJUSTED  
 MJ0654  ___________________________________________________________________
 MJ0654  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 MJ0654  DYNAMIC HT  -         309.135 (meters)    1014.22  (feet)  COMP
 MJ0654  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 MJ0654
 MJ0654  VERT ORDER  -  SECOND    CLASS 0
 MJ0654
 MJ0654.The horizontal coordinates were scaled from a topographic map and have
 MJ0654.an estimated accuracy of +/- 6 seconds.
 MJ0654
 MJ0654.The orthometric height was determined by differential leveling
 MJ0654.and adjusted by the National Geodetic Survey in June 1991..
 MJ0654
 MJ0654.The geoid height was determined by GEOID03.
 MJ0654
 MJ0654.The dynamic height is computed by dividing the NAVD 88
 MJ0654.geopotential number by the normal gravity value computed on the
 MJ0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0654.degrees latitude (g = 980.6199 gals.).
 MJ0654
 MJ0654.The modeled gravity was interpolated from observed gravity values.
 MJ0654
 MJ0654;                    North         East    Units  Estimated Accuracy
 MJ0654;SPC IA S     -   119,790.      321,940.      MT  (+/- 180 meters Scaled)
 MJ0654
 MJ0654                          SUPERSEDED SURVEY CONTROL
 MJ0654
 MJ0654  NGVD 29 (??/??/92)  309.176  (m)         1014.35   (f) ADJ UNCH    2 0
 MJ0654
 MJ0654.Superseded values are not recommended for survey control.
 MJ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0654.See file dsdata.txt to determine how the superseded data were derived.
 MJ0654
 MJ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF799486(NAD 83)
 MJ0654_MARKER: DB = BENCH MARK DISK
 MJ0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0654_STAMPING: N 97 1935
 MJ0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0654+STABILITY: SURFACE MOTION
 MJ0654
 MJ0654  HISTORY     - Date     Condition        Report By
 MJ0654  HISTORY     - 1935     MONUMENTED       CGS
 MJ0654  HISTORY     - 1955     MARK NOT FOUND   NGS
 MJ0654
 MJ0654                          STATION DESCRIPTION
 MJ0654
 MJ0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MJ0654'3.8 MI S FROM SILVER CITY.
 MJ0654'3.8 MILES SOUTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 MJ0654'SILVER CITY, MILLS COUNTY, 13 POLES NORTH OF MILEPOST 389-25,
 MJ0654'AT A ROAD CROSSING, 46 FEET WEST OF THE CENTERLINE OF THE TRACK,
 MJ0654'39 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 15 FEET WEST OF A
 MJ0654'POLE, 7 FEET SOUTHEAST OF A FENCE CORNER, AND 2-1/2 FEET LOWER
 MJ0654'THAN THE TRACK.  A STANDARD DISK, STAMPED N 97 1935 AND SET
 MJ0654'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0283 ***********************************************************************
 LF0283  DESIGNATION -  N 98
 LF0283  PID         -  LF0283
 LF0283  STATE/COUNTY-  IA/MONTGOMERY
 LF0283  USGS QUAD   -  COBURG (1978)
 LF0283
 LF0283                         *CURRENT SURVEY CONTROL
 LF0283  ___________________________________________________________________
 LF0283* NAD 83(1986)-  40 56 40.     (N)    095 15 36.     (W)     SCALED    
 LF0283* NAVD 88     -       308.568  (meters)    1012.36   (feet)  ADJUSTED  
 LF0283  ___________________________________________________________________
 LF0283  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LF0283  DYNAMIC HT  -         308.411 (meters)    1011.85  (feet)  COMP
 LF0283  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 LF0283
 LF0283  VERT ORDER  -  SECOND    CLASS 0
 LF0283
 LF0283.The horizontal coordinates were scaled from a topographic map and have
 LF0283.an estimated accuracy of +/- 6 seconds.
 LF0283
 LF0283.The orthometric height was determined by differential leveling
 LF0283.and adjusted by the National Geodetic Survey in June 1991..
 LF0283
 LF0283.The geoid height was determined by GEOID03.
 LF0283
 LF0283.The dynamic height is computed by dividing the NAVD 88
 LF0283.geopotential number by the normal gravity value computed on the
 LF0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0283.degrees latitude (g = 980.6199 gals.).
 LF0283
 LF0283.The modeled gravity was interpolated from observed gravity values.
 LF0283
 LF0283;                    North         East    Units  Estimated Accuracy
 LF0283;SPC IA S     -   106,380.      351,810.      MT  (+/- 180 meters Scaled)
 LF0283
 LF0283                          SUPERSEDED SURVEY CONTROL
 LF0283
 LF0283  NGVD 29 (??/??/92)  308.464  (m)         1012.02   (f) ADJ UNCH    2 0
 LF0283
 LF0283.Superseded values are not recommended for survey control.
 LF0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0283.See file dsdata.txt to determine how the superseded data were derived.
 LF0283
 LF0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF097350(NAD 83)
 LF0283_MARKER: DB = BENCH MARK DISK
 LF0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0283_SP_SET: CULVERT
 LF0283_STAMPING: N 98 1935
 LF0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0283
 LF0283  HISTORY     - Date     Condition        Report By
 LF0283  HISTORY     - 1935     MONUMENTED       CGS
 LF0283  HISTORY     - 1941     GOOD             NGS
 LF0283
 LF0283                          STATION DESCRIPTION
 LF0283
 LF0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0283'1.9 MI NE FROM COBURG.
 LF0283'1.9 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0283'RAILROAD FROM THE STATION AT COBURG, MONTGOMERY COUNTY, 100
 LF0283'FEET SOUTH OF A ROAD CROSSING, AT A 10-FOOT CONCRETE CULVERT
 LF0283'UNDER THE TRACK, IN THE CENTER OF THE TOP OF THE EAST HEADWALL,
 LF0283'13 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 0.5 FOOT BELOW
 LF0283'THE LEVEL OF THE RAIL.  A STANDARD DISK, STAMPED N 98 1935.
 LF0283'NOTE-- IT WAS REPORTED IN OCTOBER 1949 THAT THIS MARK WAS BEEN
 LF0283'COVERED UP WITH BRIDGE TIMBER.  A NEW MARK G 161 WAS SET OPPOSITE
 LF0283'THIS MARK TO TAKE ITS PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0456 ***********************************************************************
 MJ0456  DESIGNATION -  N 99
 MJ0456  PID         -  MJ0456
 MJ0456  STATE/COUNTY-  IA/CASS
 MJ0456  USGS QUAD   -  ATLANTIC (1971)
 MJ0456
 MJ0456                         *CURRENT SURVEY CONTROL
 MJ0456  ___________________________________________________________________
 MJ0456* NAD 83(1986)-  41 24 22.     (N)    095 00 42.     (W)     SCALED    
 MJ0456* NAVD 88     -       359.798  (meters)    1180.44   (feet)  ADJUSTED  
 MJ0456  ___________________________________________________________________
 MJ0456  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 MJ0456  DYNAMIC HT  -         359.668 (meters)    1180.01  (feet)  COMP
 MJ0456  MODELED GRAV-     980,249.1   (mgal)                       NAVD 88
 MJ0456
 MJ0456  VERT ORDER  -  FIRST     CLASS II
 MJ0456
 MJ0456.The horizontal coordinates were scaled from a topographic map and have
 MJ0456.an estimated accuracy of +/- 6 seconds.
 MJ0456
 MJ0456.The orthometric height was determined by differential leveling
 MJ0456.and adjusted by the National Geodetic Survey in June 1991..
 MJ0456
 MJ0456.The geoid height was determined by GEOID03.
 MJ0456
 MJ0456.The dynamic height is computed by dividing the NAVD 88
 MJ0456.geopotential number by the normal gravity value computed on the
 MJ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0456.degrees latitude (g = 980.6199 gals.).
 MJ0456
 MJ0456.The modeled gravity was interpolated from observed gravity values.
 MJ0456
 MJ0456;                    North         East    Units  Estimated Accuracy
 MJ0456;SPC IA S     -   157,250.      373,610.      MT  (+/- 180 meters Scaled)
 MJ0456
 MJ0456                          SUPERSEDED SURVEY CONTROL
 MJ0456
 MJ0456  NGVD 29 (??/??/92)  359.740  (m)         1180.25   (f) ADJ UNCH    1 2
 MJ0456
 MJ0456.Superseded values are not recommended for survey control.
 MJ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0456.See file dsdata.txt to determine how the superseded data were derived.
 MJ0456
 MJ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF318857(NAD 83)
 MJ0456_MARKER: DB = BENCH MARK DISK
 MJ0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0456_SP_SET: BUILDING
 MJ0456_STAMPING: N 99 1935
 MJ0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0456
 MJ0456  HISTORY     - Date     Condition        Report By
 MJ0456  HISTORY     - 1935     MONUMENTED       CGS
 MJ0456  HISTORY     - 1950     GOOD             NGS
 MJ0456
 MJ0456                          STATION DESCRIPTION
 MJ0456
 MJ0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0456'AT ATLANTIC.
 MJ0456'AT ATLANTIC, CASS COUNTY, AT THE NORTHWEST CORNER OF THE
 MJ0456'INTERSECTION OF FIFTH AND WALNUT STREETS, AT THE POST OFFICE,
 MJ0456'12 FEET EAST OF THE CENTER OF THE MAIN ENTRANCE, 1 FOOT EAST
 MJ0456'OF THE EAST BANISTER, IN THE STONE WALL, AND 3 FEET ABOVE THE
 MJ0456'GROUND.  A STANDARD DISK, STAMPED N 99 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0693 ***********************************************************************
 NK0693  DESIGNATION -  NACHAZEL
 NK0693  PID         -  NK0693
 NK0693  STATE/COUNTY-  IA/FRANKLIN
 NK0693  USGS QUAD   -  IOWA FALLS WEST (1979)
 NK0693
 NK0693                         *CURRENT SURVEY CONTROL
 NK0693  ___________________________________________________________________
 NK0693* NAD 83(1996)-  42 37 05.42602(N)    093 22 10.49411(W)     ADJUSTED  
 NK0693* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 NK0693  ___________________________________________________________________
 NK0693  LAPLACE CORR-         -18.46  (seconds)                    DEFLEC99
 NK0693  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 NK0693
 NK0693  HORZ ORDER  -  FIRST
 NK0693
 NK0693.The horizontal coordinates were established by classical geodetic methods
 NK0693.and adjusted by the National Geodetic Survey in May 1999..
 NK0693
 NK0693.The orthometric height was scaled from a topographic map.
 NK0693
 NK0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0693
 NK0693.The geoid height was determined by GEOID03.
 NK0693
 NK0693;                    North         East     Units Scale Factor Converg.
 NK0693;SPC IA N     - 1,124,210.903 1,510,699.461   MT  0.99994574   +0 05 18.2
 NK0693;UTM  15      - 4,718,481.267   469,690.131   MT  0.99961130   -0 15 00.9
 NK0693
 NK0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0693!SPC IA N     -   0.99994595  x   0.99994574  =   0.99989169
 NK0693!UTM  15      -   0.99994595  x   0.99961130  =   0.99955727
 NK0693
 NK0693:                Primary Azimuth Mark                     Grid Az
 NK0693:SPC IA N     -  COULTER WATER TANK                       000 24 33.0
 NK0693:UTM  15      -  COULTER WATER TANK                       000 44 52.1
 NK0693
 NK0693|---------------------------------------------------------------------|
 NK0693| PID    Reference Object                     Distance      Geod. Az  |
 NK0693|                                                           dddmmss.s |
 NK0693| NK0689 COULTER WATER TANK                  APPROX.13.2 KM 0002951.2 |
 NK0693| NK0691 CHURCH SLENDER STEEPLE              APPROX.11.5 KM 0120615.9 |
 NK0693| NK0690 KLOUSIA                             APPROX.14.3 KM 0384004.4 |
 NK0693| CI6007 NACHAZEL RM 1                       238.720 METERS 19551     |
 NK0693| CI6008 NACHAZEL RM 2                        74.554 METERS 29936     |
 NK0693|---------------------------------------------------------------------|
 NK0693
 NK0693                          SUPERSEDED SURVEY CONTROL
 NK0693
 NK0693  NAD 83(1996)-  42 37 05.42660(N)    093 22 10.49309(W) AD(       ) 1
 NK0693  NAD 83(1986)-  42 37 05.42265(N)    093 22 10.48582(W) AD(       ) 1
 NK0693  NAD 27      -  42 37 05.50700(N)    093 22 09.75300(W) AD(       ) 1
 NK0693
 NK0693.Superseded values are not recommended for survey control.
 NK0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0693.See file dsdata.txt to determine how the superseded data were derived.
 NK0693
 NK0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH6969018481(NAD 83)
 NK0693_MARKER: DS = TRIANGULATION STATION DISK
 NK0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0693
 NK0693  HISTORY     - Date     Condition        Report By
 NK0693  HISTORY     - 1926     MONUMENTED       CGS
 NK0693  HISTORY     - 1934     GOOD             CGS
 NK0693  HISTORY     - 1934     GOOD             CGS
 NK0693  HISTORY     - 1938     GOOD             CGS
 NK0693
 NK0693                          STATION DESCRIPTION
 NK0693
 NK0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HWH)
 NK0693'STATION IS ABOUT 4 MILES W AND 7 MILES N OF THE CITY OF IOWA
 NK0693'FALLS, IOWA, IN THE SE 1/4 OF SEC. 7, T 90 N, R 21 W, ON THE
 NK0693'FARM OF MR. E.C. NACHAZEL.  IT IS ON THE HIGHEST KNOLL IN A
 NK0693'CULTIVATED FIELD, ABOUT 1/4 MILE TO THE W OF MR. NACHAZELS
 NK0693'FARMHOUSE.  IT IS ABOUT 30 METERS (98.42 FEET) S OF AN E AND W
 NK0693'FENCE LINE, AND IS SET 1 FOOT BELOW THE SURFACE OF THE GROUND.
 NK0693'
 NK0693'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 NK0693'DISKS SET IN CONCRETE.
 NK0693'
 NK0693'REFERENCE MARK NO. 1 IS SW OF THE STATION AT THE FENCE CORNER.
 NK0693'REFERENCE MARK NO. 2 IS NW OF THE STATION AT THE FENCE CORNER.
 NK0693'
 NK0693'THE REFERENCE MARKS ARE ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 NK0693'GROUND.
 NK0693'
 NK0693'ALL MEASUREMENTS ARE SLOPE DISTANCES.
 NK0693'
 NK0693'HEIGHT OF SIGNAL ABOVE STATION MARK - 24.5 METERS.
 NK0693
 NK0693                          STATION RECOVERY (1934)
 NK0693
 NK0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JNC)
 NK0693'ALL OF THE MARKS ARE IN GOOD CONDITION.
 NK0693'
 NK0693'DESCRIPTION OF STATION SHOULD READ, - - -, IN THE SW 1/4, OF
 NK0693'THE SE 1/4 OF SEC. 7, - - -.  IT IS ON THE KNOLL NEAREST THE
 NK0693'NW CORNER OF A CULTIVATED FIELD.  IT IS ABOUT 112 FEET S OF AN
 NK0693'E AND W FENCE.- - -
 NK0693'
 NK0693'REFERENCE MARK NO. 1 IS SW OF THE STATION AT THE INTERSECTION
 NK0693'OF THE N AND S FENCE THROUGH THE CENTER OF THE SECTION WITH THE
 NK0693'N FENCE OF AN E AND W ROAD, AND IS BURIED ABOUT 4 INCHES.
 NK0693'REFERENCE MARK NO. 2 IS ABOUT 867 FEET N OF REFERENCE MARK
 NK0693'NO. 1 AT A FENCE CORNER AND IS NW OF THE STATION.
 NK0693'
 NK0693'THE DISTANCE FROM STATION TO REFERENCE MARK NO. 2 IS INCORRECT
 NK0693'AS SHOWN.  IT MEASURES 231.5 FEET.
 NK0693
 NK0693                          STATION RECOVERY (1934)
 NK0693
 NK0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WHR)
 NK0693'THIS DESCRIPTION SO MUCH IN ERROR THAT IT WAS VERY DIFFICULT
 NK0693'TO LOCATE THE MONUMENT IN FROZEN GROUND.  AFTER THE POINT
 NK0693'WAS LOCATED, THE ANGLES WERE READ ON A COLD, CLOUDY DAY, EACH
 NK0693'ANGLE READ BY SIX REPETITIONS AND BACK TO ZERO, AND THE SUM
 NK0693'OF THE THREE BALANCED ANGLES ADDED TO 360 DEGREES EVEN.  THE
 NK0693'DISTANCES TO REFERENCE MONUMENTS WERE CHAINED TWICE AND THE
 NK0693'AVERAGE TAKEN.  BEGINNING WITH CHURCH STEEPLE, SLENDER, GIVEN
 NK0693'AZIMUTH TO THE 196 DEG 06 MIN 17.2 SEC, THE ANGLE TO REFERENCE
 NK0693'MARK NO. 1 IS 183 DEG 45 MIN 05 SEC AND FROM NO. 1 TO NO. 2
 NK0693'IS 103 DEG 45 MIN 12.5 SEC, AND FROM NO. 2 TO CHURCH STEEPLE
 NK0693'IS 72 DEG 29 MIN 42.5 SEC.
 NK0693'
 NK0693'DISTANCE FROM NACHAZEL TO REFERENCE MARK NO. 1 IS 783.15 FEET
 NK0693'(238.69 METERS) AND TO REFERENCE MARK NO. 2 IS 231.35 FEET
 NK0693'(70.51 METERS), AND THE DISTANCE BETWEEN REFERENCE MONUMENTS
 NK0693'IS 866.75 FEET.  REFERENCE MARK NO. 1 IS BURIED ABOUT THREE
 NK0693'INCHES FROM SOIL WASH, AND THE POINT IS NOT LOCATED ON THE
 NK0693'HIGHEST KNOLL BUT ON THE KNOLL NEAREST THE FENCE CORNER AND W OF
 NK0693'THE HIGHEST KNOLL.  CORRECT MILEAGE DESCRIPTION AS ABOVE
 NK0693'AND BALANCE OF ORIGINAL DESCRIPTION IS SATISFACTORY.
 NK0693
 NK0693                          STATION RECOVERY (1938)
 NK0693
 NK0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0693'STATION, UNDERGROUND, AND REFERENCE MARKS 1 AND 2,
 NK0693'WERE RECOVERED AS DESCRIBED AND FOUND TO
 NK0693'BE IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE MARKS WERE
 NK0693'CHECKED AND FOUND TO BE CORRECT, HOWEVER THE ANGLE TO REFERENCE
 NK0693'MARK NO. 1 WAS FOUND TO BE INCORRECT AS NOTED IN THE LIST OF
 NK0693'DIRECTIONS.
 NK0693'
 NK0693'STATION IS ABOUT 4 MILES W AND 7 MILES N OF IOWA FALLS, IN THE
 NK0693'SE 1/4 OF SEC. 9, T 90 N, R 21 W, ON THE FARM OF E.C. NACHAZEL.
 NK0693'IT IS ON THE HIGHEST KNOLL IN A CULTIVATED FIELD ABOUT 1/4
 NK0693'MILE W OF THE NACHAZEL FARMHOUSE, ABOUT 30 METERS (98.42 FEET)
 NK0693'S OF E-W FENCE LINE.  MARK IS 12 INCHES BELOW SURFACE OF
 NK0693'GROUND.
 NK0693'
 NK0693'REFERENCE MARK NO. 1 IS SW OF STATION AT FENCE CORNER.  MARK IS
 NK0693'ABOUT 2 FEET BELOW SURFACE OF GROUND.  (THE DIRT WASHES FROM
 NK0693'HILLSIDE TO CORNER COVERING MARK).  REFERENCE MARK NO. 2 IS NW OF
 NK0693'STATION AT FENCE CORNER.  MARK PROJECTS ABOUT 4 INCHES.
 NK0693'
 NK0693'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 10 AND
 NK0693'IOWA 263 ABOUT 9 MILES W OF HAMPTON, GO S ON IOWA 263 FOR
 NK0693'3.0 MILES TO T-ROAD, TURN LEFT AND GO 0.5 MILE TO CROSS ROAD,
 NK0693'TURN RIGHT AND GO 6.0 MILES TO CROSSROADS, TURN RIGHT AND GO
 NK0693'0.15 MILE TO DRIVEWAY LEADING TO FARMHOUSE ON N, TURN RIGHT
 NK0693'THROUGH DRIVEWAY AND FOLLOW DRIVE TO FARMHOUSE, HERE INQUIRE IF
 NK0693'IT WILL BE POSSIBLE TO DRIVE TRUCK TO STATION.
 NK0693'
 NK0693'A 90-FOOT TOWER AT DELANO REQUIRES 50 FEET.
 NK0693'
 NK0693'A 90-FOOT TOWER AT ROWAN IS VG.
 NK0693'
 NK0693'A 90-FOOT TOWER AT SCHLOMER 1926 IS VG.
 NK0693'
 NK0693'A 90-FOOT TOWER AT ALDINGER 1926 REQUIRES 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0900 ***********************************************************************
 MG0900  DESIGNATION -  NAIL IN STAKE 2
 MG0900  PID         -  MG0900
 MG0900  STATE/COUNTY-  IA/IOWA
 MG0900  USGS QUAD   -  AMISH (1973)
 MG0900
 MG0900                         *CURRENT SURVEY CONTROL
 MG0900  ___________________________________________________________________
 MG0900* NAD 83(1996)-  41 33 29.28933(N)    091 49 50.21553(W)     ADJUSTED  
 MG0900* NAVD 88     -       244.1    (meters)     801.     (feet)  VERTCON   
 MG0900  ___________________________________________________________________
 MG0900  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 MG0900  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 MG0900
 MG0900  HORZ ORDER  -  SECOND
 MG0900
 MG0900.The horizontal coordinates were established by classical geodetic methods
 MG0900.and adjusted by the National Geodetic Survey in May 1999..
 MG0900
 MG0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0900
 MG0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0900
 MG0900.The geoid height was determined by GEOID03.
 MG0900
 MG0900;                    North         East     Units Scale Factor Converg.
 MG0900;SPC IA S     -   174,367.739   639,249.450   MT  0.99996777   +1 05 58.7
 MG0900;UTM  15      - 4,601,378.639   597,513.565   MT  0.99971702   +0 46 32.9
 MG0900
 MG0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0900!SPC IA S     -   0.99996682  x   0.99996777  =   0.99993459
 MG0900!UTM  15      -   0.99996682  x   0.99971702  =   0.99968385
 MG0900
 MG0900:                Primary Azimuth Mark                     Grid Az
 MG0900:SPC IA S     -  AMISH AZ MK                              111 50 31.9
 MG0900:UTM  15      -  AMISH AZ MK                              112 09 57.7
 MG0900
 MG0900|---------------------------------------------------------------------|
 MG0900| PID    Reference Object                     Distance      Geod. Az  |
 MG0900|                                                           dddmmss.s |
 MG0900| MG0899 AMISH AZ MK                         APPROX. 4.9 KM 1125630.6 |
 MG0900|---------------------------------------------------------------------|
 MG0900
 MG0900                          SUPERSEDED SURVEY CONTROL
 MG0900
 MG0900  NAD 83(1986)-  41 33 29.29288(N)    091 49 50.22468(W) AD(       ) 2
 MG0900  NAD 27      -  41 33 29.24477(N)    091 49 49.60644(W) AD(       ) 2
 MG0900  NGVD 29 (07/19/86)  244.1    (m)          801.     (f) VERT ANG       
 MG0900
 MG0900.Superseded values are not recommended for survey control.
 MG0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0900.See file dsdata.txt to determine how the superseded data were derived.
 MG0900
 MG0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG9751401379(NAD 83)
 MG0900_MARKER: N = NAIL
 MG0900_SETTING: 0 = UNSPECIFIED SETTING
 MG0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0900
 MG0900  HISTORY     - Date     Condition        Report By
 MG0900  HISTORY     - 1968     MONUMENTED       USGS
 MG0900
 MG0900                          STATION DESCRIPTION
 MG0900
 MG0900'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0900'STATION IS LOCATED 5.25 MI N. AND 6.7 MI W. OF KALONA, ABOUT 0.2
 MG0900'MI N. AND 0.15 MI W. OF COR. SECS. 7, 12, 13 AND 18.  T. 78
 MG0900'N.  STATION MARK IS A NAIL IN WOODEN STAKE DRIVEN IN A HOLE 5
 MG0900'IN. IN DIAMETER AND 6 IN. DEEP AND LEFT OPEN.  (NOTE--THIS STATION
 MG0900'IS IN AN ALFALFA FIELD AND METAL ROD COULD NOT BE USED.) STATION
 MG0900'IS ABOUT 237 YARDS W. OF A N.-S. GRAVEL RD., 0.2 MI N. OF AN
 MG0900'E.-W. GRAVEL RD., 430 FT N. OF A T-FENCE W., 114 FT S. OF A
 MG0900'T-FENCE S. AND 3.5 FT E. OF A N.-S. FENCE.
 MG0900'
 MG0900'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0826 ***********************************************************************
 MG0826  DESIGNATION -  NAIL IN STAKE 26
 MG0826  PID         -  MG0826
 MG0826  STATE/COUNTY-  IA/WASHINGTON
 MG0826  USGS QUAD   -  AINSWORTH (1970)
 MG0826
 MG0826                         *CURRENT SURVEY CONTROL
 MG0826  ___________________________________________________________________
 MG0826* NAD 83(1996)-  41 22 17.79383(N)    091 33 28.68715(W)     ADJUSTED  
 MG0826* NAVD 88     -       233.6    (meters)     766.     (feet)  VERTCON   
 MG0826  ___________________________________________________________________
 MG0826  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 MG0826  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0826
 MG0826  HORZ ORDER  -  SECOND
 MG0826
 MG0826.The horizontal coordinates were established by classical geodetic methods
 MG0826.and adjusted by the National Geodetic Survey in May 1999..
 MG0826
 MG0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0826
 MG0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0826
 MG0826.The geoid height was determined by GEOID03.
 MG0826
 MG0826;                    North         East     Units Scale Factor Converg.
 MG0826;SPC IA S     -   154,129.678   662,450.861   MT  0.99995280   +1 16 45.2
 MG0826;UTM  15      - 4,581,013.707   620,594.972   MT  0.99977898   +0 57 11.6
 MG0826
 MG0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0826!SPC IA S     -   0.99996851  x   0.99995280  =   0.99992131
 MG0826!UTM  15      -   0.99996851  x   0.99977898  =   0.99974749
 MG0826
 MG0826:                Primary Azimuth Mark                     Grid Az
 MG0826:SPC IA S     -  HIGH                                     013 28 48.6
 MG0826:UTM  15      -  HIGH                                     013 48 22.2
 MG0826
 MG0826|---------------------------------------------------------------------|
 MG0826| PID    Reference Object                     Distance      Geod. Az  |
 MG0826|                                                           dddmmss.s |
 MG0826| MG0820 HIGH                                APPROX. 3.9 KM 0144533.8 |
 MG0826|---------------------------------------------------------------------|
 MG0826
 MG0826                          SUPERSEDED SURVEY CONTROL
 MG0826
 MG0826  NAD 83(1986)-  41 22 17.79325(N)    091 33 28.69554(W) AD(       ) 2
 MG0826  NAD 27      -  41 22 17.72028(N)    091 33 28.11142(W) AD(       ) 2
 MG0826  NGVD 29 (07/19/86)  233.6    (m)          766.     (f) VERT ANG       
 MG0826
 MG0826.Superseded values are not recommended for survey control.
 MG0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0826.See file dsdata.txt to determine how the superseded data were derived.
 MG0826
 MG0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2059581014(NAD 83)
 MG0826_MARKER: N = NAIL
 MG0826_SETTING: 0 = UNSPECIFIED SETTING
 MG0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0826
 MG0826  HISTORY     - Date     Condition        Report By
 MG0826  HISTORY     - 1968     MONUMENTED       USGS
 MG0826
 MG0826                          STATION DESCRIPTION
 MG0826
 MG0826'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0826'STATION IS LOCATED ABOUT 3.0 MI N. AND 1.0 MI W. OF THE COMMUNITY
 MG0826'OF HASKINS, IN THE S. EDGE OF A FIELD IN THE SW. QUARTER OF THE
 MG0826'NW. QUARTER OF SEC. 21, T. 76 N., R. 6 W.  STATION MARK IS A NAIL
 MG0826'IN A WOODEN STAKE DRIVEN IN A 5 IN. DIAMETER HOLE 5 IN. DEEP AND
 MG0826'LEFT OPEN, 0.35 MI S. OF A GRAVEL T-RD. E., 227 FT E. OF CENTER
 MG0826'OF N.-S. GRAVEL RD., 200 FT E. OF A TELEPHONE POLE AND
 MG0826'E. RIGHT-OF-WAY FENCE OF RD., 164 FT E. OF THE NE. END OF A
 MG0826'WOODEN GATE AND 3 FT N. OF AN E.-W. FENCE.
 MG0826'
 MG0826'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0622 ***********************************************************************
 NK0622  DESIGNATION -  NASHUA ET
 NK0622  PID         -  NK0622
 NK0622  STATE/COUNTY-  IA/FLOYD
 NK0622  USGS QUAD   -  NASHUA (1971)
 NK0622
 NK0622                         *CURRENT SURVEY CONTROL
 NK0622  ___________________________________________________________________
 NK0622* NAD 83(1996)-  42 56 24.41858(N)    092 35 37.70430(W)     ADJUSTED  
 NK0622* NAVD 88     -       329.3    (meters)    1080.     (feet)  VERTCON   
 NK0622  ___________________________________________________________________
 NK0622  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 NK0622  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 NK0622
 NK0622  HORZ ORDER  -  SECOND
 NK0622
 NK0622.The horizontal coordinates were established by classical geodetic methods
 NK0622.and adjusted by the National Geodetic Survey in May 1999..
 NK0622
 NK0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0622
 NK0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0622
 NK0622.The geoid height was determined by GEOID03.
 NK0622
 NK0622;                    North         East     Units Scale Factor Converg.
 NK0622;SPC IA N     - 1,160,361.282 1,573,958.970   MT  0.99995665   +0 36 51.0
 NK0622;UTM  15      - 4,754,244.872   533,140.297   MT  0.99961351   +0 16 36.2
 NK0622
 NK0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0622!SPC IA N     -   0.99995327  x   0.99995665  =   0.99990992
 NK0622!UTM  15      -   0.99995327  x   0.99961351  =   0.99956680
 NK0622
 NK0622:                Primary Azimuth Mark                     Grid Az
 NK0622:SPC IA N     -  NASHUA METH CH SPIRE                     069 26 39.2
 NK0622:UTM  15      -  NASHUA METH CH SPIRE                     069 46 54.0
 NK0622
 NK0622|---------------------------------------------------------------------|
 NK0622| PID    Reference Object                     Distance      Geod. Az  |
 NK0622|                                                           dddmmss.s |
 NK0622| NK0623 NASHUA METH CH SPIRE                APPROX. 5.5 KM 0700330.2 |
 NK0622| CI6009 NASHUA RM 1                          10.514 METERS 25029     |
 NK0622| CI6010 NASHUA RM 2                          12.360 METERS 30730     |
 NK0622|---------------------------------------------------------------------|
 NK0622
 NK0622                          SUPERSEDED SURVEY CONTROL
 NK0622
 NK0622  NAD 83(1996)-  42 56 24.41858(N)    092 35 37.70428(W) AD(       ) 2
 NK0622  NAD 83(1986)-  42 56 24.41287(N)    092 35 37.69970(W) AD(       ) 2
 NK0622  NAD 27      -  42 56 24.49737(N)    092 35 37.02302(W) AD(       ) 2
 NK0622  NGVD 29 (07/19/86)  329.3    (m)         1080.     (f) VERT ANG       
 NK0622
 NK0622.Superseded values are not recommended for survey control.
 NK0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0622.See file dsdata.txt to determine how the superseded data were derived.
 NK0622
 NK0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3314054245(NAD 83)
 NK0622_MARKER: DD = SURVEY DISK
 NK0622_SETTING: 0 = UNSPECIFIED SETTING
 NK0622
 NK0622  HISTORY     - Date     Condition        Report By
 NK0622  HISTORY     - 1969     MONUMENTED       USGS
 NK0622
 NK0622                          STATION DESCRIPTION
 NK0622
 NK0622'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JEK)
 NK0622'THE STATION IS ABOUT 3 MI WSW. OF NASHUA, ABOUT 0.45 MI S. OF
 NK0622'COR. OF SECS. 14, 15, 22 AND 23.  T. 94 N., R. 15 W., ABOUT 0.45
 NK0622'MI S. OF FLOYD CO. HWY. B-60.  NEAR THE NE. COR. OF A FARMYARD
 NK0622'ON A PROMINENT KNOLL.
 NK0622'
 NK0622'TO REACH FROM THE JCT. OF U.S. HWY, 218 AND ST. HWY. 346
 NK0622'AT THE W. SIDE OF NASHUA, GO S. ON U.S. HWY. FOR 0.25 MI TO A
 NK0622'CROSSROADS AND JCT. OF FLOYD CO. HWY. B-60 W., TURN RIGHT AND
 NK0622'GO W. FOR 2.45 MI TO A T-RD. S., TURN LEFT AND GO S. FOR 0.45
 NK0622'MI TO THE TOP OF A PROMINENT KNOLL AND A HOUSE ON THE RIGHT,
 NK0622'AND THE STATION ON THE RIGHT.
 NK0622'
 NK0622'THE STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NK0622'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NK0622'AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET NASHUA
 NK0622'1969 IS 4 FT S. AND 16 FT W. CENTER RD. AT FIELD ENTRANCE
 NK0622'W.  17 FT S. AND 17 FT E. OF USGS WITNESS POST.  THE STATION IS
 NK0622'BURIED 20 IN. BELOW THE SURFACE.
 NK0622'
 NK0622'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NK0622'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NK0622'AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED NASHUA
 NK0622'NO 1 1969 IS WSW. OF THE STATION, 16 FT S. AND 48 FT W. CENTER
 NK0622'RD. AT FIELD ENTRANCE W., 2 FT N. AND 3 FT E. OF CENTER E. TREE
 NK0622'OF AN E.-W. TREE ROW.  THE MARK IS FLUSH WITH THE GROUND.
 NK0622'
 NK0622'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2
 NK0622'IN. COPPER COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12
 NK0622'IN. LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED
 NK0622'NASHUA NO 2 1969 IS NW. OF THE STATION, 19 FT N. AND 48 FT
 NK0622'W. CENTER RD. AT FIELD ENTRANCE W., 15 FT W. RIGHT-OF-WAY FENCE,
 NK0622'NEAR THE E. END OF AN E.-W. ROW OF BUSHES.  THE MARK IS FLUSH
 NK0622'WITH THE GROUND.
 NK0622'
 NK0622'NO AZIMUTH MARK WAS SET.
 NK0622'
 NK0622'REFERENCE AZIMUTH USED - ST. MICHAELS CATHOLIC CHURCH SPIRE
 NK0622'IN NASHUA.
 NK0622'
 NK0622'ST. MICHAELS CHURCH SPIRE - STATION IS THE SPIRE ON TOP OF
 NK0622'ST. MICHAELS CATHOLIC CHURCH IN NASHUA, LOCATED ABOUT 50 FT N. AND
 NK0622'ABOUT 50 FT W. INTERSECTION OF DOUGLAS STREET AND CEDAR STREET
 NK0622'IN NASHUA, CONSTRUCTED OF RED BRICK AND THE SPIRE IS ON THE
 NK0622'S. END OF THE CHURCH.
 NK0622'
 NK0622'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0623 ***********************************************************************
 NK0623  DESIGNATION -  NASHUA METH CH SPIRE
 NK0623  PID         -  NK0623
 NK0623  STATE/COUNTY-  IA/CHICKASAW
 NK0623  USGS QUAD   -  NASHUA (1971)
 NK0623
 NK0623                         *CURRENT SURVEY CONTROL
 NK0623  ___________________________________________________________________
 NK0623* NAD 83(1996)-  42 57 25.02120(N)    092 31 50.05950(W)     ADJUSTED  
 NK0623* NAVD 88     -                                                        
 NK0623  ___________________________________________________________________
 NK0623  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 NK0623  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 NK0623
 NK0623  HORZ ORDER  -  THIRD
 NK0623
 NK0623.The horizontal coordinates were established by classical geodetic methods
 NK0623.and adjusted by the National Geodetic Survey in May 1999..
 NK0623.No horizontal observational check was made to the station.
 NK0623
 NK0623
 NK0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0623
 NK0623.The geoid height was determined by GEOID03.
 NK0623
 NK0623;                    North         East     Units Scale Factor Converg.
 NK0623;SPC IA N     - 1,162,288.455 1,579,098.206   MT  0.99995809   +0 39 25.3
 NK0623;UTM  15      - 4,756,141.110   538,289.028   MT  0.99961804   +0 19 11.6
 NK0623
 NK0623                          SUPERSEDED SURVEY CONTROL
 NK0623
 NK0623  NAD 83(1996)-  42 57 25.02117(N)    092 31 50.05955(W) AD(       ) 4
 NK0623  NAD 83(1986)-  42 57 25.01542(N)    092 31 50.05440(W) AD(       ) 4
 NK0623  NAD 27      -  42 57 25.09978(N)    092 31 49.39480(W) AD(       ) 3
 NK0623
 NK0623.Superseded values are not recommended for survey control.
 NK0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0623.See file dsdata.txt to determine how the superseded data were derived.
 NK0623
 NK0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3828956141(NAD 83)
 NK0623_MARKER: 90 = CHURCH SPIRE
 NK0623
 NK0623  HISTORY     - Date     Condition        Report By
 NK0623  HISTORY     - 1969     FIRST OBSERVED   USGS
 NK0623
 NK0623                          STATION DESCRIPTION
 NK0623
 NK0623'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0739 ***********************************************************************
 NJ0739  DESIGNATION -  NATIONAL
 NJ0739  PID         -  NJ0739
 NJ0739  STATE/COUNTY-  IA/CLAYTON
 NJ0739  USGS QUAD   -  FARMERSBURG (1965)
 NJ0739
 NJ0739                         *CURRENT SURVEY CONTROL
 NJ0739  ___________________________________________________________________
 NJ0739* NAD 83(1996)-  42 57 00.33990(N)    091 17 34.76261(W)     ADJUSTED  
 NJ0739* NAVD 88     -       336.     (meters)    1102.     (feet)  SCALED    
 NJ0739  ___________________________________________________________________
 NJ0739  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 NJ0739  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 NJ0739
 NJ0739  HORZ ORDER  -  THIRD
 NJ0739
 NJ0739.The horizontal coordinates were established by classical geodetic methods
 NJ0739.and adjusted by the National Geodetic Survey in May 1999..
 NJ0739
 NJ0739.The orthometric height was scaled from a topographic map.
 NJ0739
 NJ0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0739
 NJ0739.The geoid height was determined by GEOID03.
 NJ0739
 NJ0739;                    North         East     Units Scale Factor Converg.
 NJ0739;SPC IA N     - 1,163,424.075 1,680,079.228   MT  0.99995749   +1 29 44.8
 NJ0739;SPC WI S     -   106,364.636   494,491.182   MT  0.99996336   -0 53 18.3
 NJ0739;SPC WI S     -   348,964.64  1,622,343.15   sFT  0.99996336   -0 53 18.3
 NJ0739;UTM  15      - 4,756,686.475   639,249.664   MT  0.99983855   +1 09 47.8
 NJ0739
 NJ0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0739!SPC IA N     -   0.99995220  x   0.99995749  =   0.99990969
 NJ0739!SPC WI S     -   0.99995220  x   0.99996336  =   0.99991556
 NJ0739!UTM  15      -   0.99995220  x   0.99983855  =   0.99979076
 NJ0739
 NJ0739:                Primary Azimuth Mark                     Grid Az
 NJ0739:SPC IA N     -  NATIONAL AZ MK                           141 46 21.5
 NJ0739:SPC WI S     -  NATIONAL AZ MK                           144 09 24.6
 NJ0739:UTM  15      -  NATIONAL AZ MK                           142 06 18.5
 NJ0739
 NJ0739|---------------------------------------------------------------------|
 NJ0739| PID    Reference Object                     Distance      Geod. Az  |
 NJ0739|                                                           dddmmss.s |
 NJ0739| CI6011 NATIONAL AZ MK                                     1431606.3 |
 NJ0739| CI6013 NATIONAL RM 2                        10.294 METERS 26809     |
 NJ0739| CI6012 NATIONAL RM 1                        19.400 METERS 35912     |
 NJ0739|---------------------------------------------------------------------|
 NJ0739
 NJ0739                          SUPERSEDED SURVEY CONTROL
 NJ0739
 NJ0739  NAD 83(1996)-  42 57 00.33985(N)    091 17 34.76254(W) AD(       ) 3
 NJ0739  NAD 83(1996)-  42 57 00.33150(N)    091 17 34.76125(W) AD(       ) 3
 NJ0739  NAD 83(1986)-  42 57 00.33113(N)    091 17 34.76177(W) AD(       ) 3
 NJ0739  NAD 27      -  42 57 00.38410(N)    091 17 34.29200(W) AD(       ) 3
 NJ0739
 NJ0739.Superseded values are not recommended for survey control.
 NJ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0739.See file dsdata.txt to determine how the superseded data were derived.
 NJ0739
 NJ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH3925056686(NAD 83)
 NJ0739_MARKER: DS = TRIANGULATION STATION DISK
 NJ0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0739
 NJ0739  HISTORY     - Date     Condition        Report By
 NJ0739  HISTORY     - 1961     MONUMENTED       CGS
 NJ0739
 NJ0739                          STATION DESCRIPTION
 NJ0739
 NJ0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0739'THE STATION IS ABOUT 6.5 MILES NORTHWEST OF GARNAVILLO, ABOUT
 NJ0739'0.15 MILE WEST OF THE SETTLEMENT OF NATIONAL, ON THE ROAD
 NJ0739'RIGHT-OF-WAY AND IS IN THE NORTHEAST 1/4 OF SECTION 22, T.
 NJ0739'94 N., R. 4 W.  IT IS 99 FEET EAST OF A POWER POLE, 30 FEET
 NJ0739'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND 4 FEET NORTHEAST
 NJ0739'OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 NJ0739'STAMPED NATIONAL 1961.
 NJ0739'
 NJ0739'TO REACH FROM THE POST OFFICE IN GARNAVILLO, GO NORTH ON U.S.
 NJ0739'HIGHWAY 52 FOR 1.1 MILES TO A JUNCTION WITH STATE HIGHWAY
 NJ0739'128.  CONTINUE NORTH AND NORTHWEST ON HIGHWAY 52 FOR 4.4 MILES
 NJ0739'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHWEST ON
 NJ0739'HIGHWAY 52 FOR 0.7 MILE TO A CROSSROAD IN NATIONAL.  TURN LEFT
 NJ0739'AND GO WEST ON A GRAVELED ROAD FOR 0.15 MILE TO THE TOP OF
 NJ0739'SMALL HILL AND THE STATION ON THE LEFT.
 NJ0739'
 NJ0739'REFERENCE MARK 1 IS 118 FEET NORTHEAST OF THE POWER POLE, 66
 NJ0739'FEET NORTH OF THE WITNESS POST, 33 FEET NORTH OF THE CENTERLINE
 NJ0739'OF THE GRAVELED ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.  THE
 NJ0739'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED NATIONAL
 NJ0739'NO 1 1961.
 NJ0739'
 NJ0739'REFERENCE MARK 2 IS 65 FEET EAST OF THE POWER POLE, 32 FEET
 NJ0739'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 30 FEET WEST
 NJ0739'OF THE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 NJ0739'STAMPED NATIONAL NO 2 1961.
 NJ0739'
 NJ0739'THE AZIMUTH MARK IS 50 FEET NORTHEAST OF THE CENTERLINE OF
 NJ0739'U.S. HIGHWAY 52, 1 FOOT NORTHWEST OF A WITNESS POST AND 6
 NJ0739'INCHES WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES
 NJ0739'AND THE DISK IS STAMPED NATIONAL 1961.
 NJ0739'
 NJ0739'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0781 ***********************************************************************
 NJ0781  DESIGNATION -  NELSON
 NJ0781  PID         -  NJ0781
 NJ0781  STATE/COUNTY-  IA/BENTON
 NJ0781  USGS QUAD   -  CHENEY (1973)
 NJ0781
 NJ0781                         *CURRENT SURVEY CONTROL
 NJ0781  ___________________________________________________________________
 NJ0781* NAD 83(1996)-  42 17 25.36684(N)    091 53 04.63163(W)     ADJUSTED  
 NJ0781* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 NJ0781  ___________________________________________________________________
 NJ0781  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 NJ0781  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 NJ0781
 NJ0781  HORZ ORDER  -  FIRST
 NJ0781
 NJ0781.The horizontal coordinates were established by classical geodetic methods
 NJ0781.and adjusted by the National Geodetic Survey in May 1999..
 NJ0781
 NJ0781.The orthometric height was scaled from a topographic map.
 NJ0781
 NJ0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0781
 NJ0781.The geoid height was determined by GEOID03.
 NJ0781
 NJ0781;                    North         East     Units Scale Factor Converg.
 NJ0781;SPC IA N     - 1,089,065.027 1,633,212.763   MT  0.99996692   +1 05 41.3
 NJ0781;UTM  15      - 4,682,619.857   591,952.531   MT  0.99970403   +0 45 02.1
 NJ0781
 NJ0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0781!SPC IA N     -   0.99995717  x   0.99996692  =   0.99992410
 NJ0781!UTM  15      -   0.99995717  x   0.99970403  =   0.99966122
 NJ0781
 NJ0781:                Primary Azimuth Mark                     Grid Az
 NJ0781:SPC IA N     -  WINTHROP MUNICIPAL TANK                  029 53 46.5
 NJ0781:UTM  15      -  WINTHROP MUNICIPAL TANK                  030 14 25.7
 NJ0781
 NJ0781|---------------------------------------------------------------------|
 NJ0781| PID    Reference Object                     Distance      Geod. Az  |
 NJ0781|                                                           dddmmss.s |
 NJ0781| NJ0766 WINTHROP MUNICIPAL TANK             APPROX.24.1 KM 0305927.8 |
 NJ0781| NJ0780 WALKER MUNICIPAL TANK               APPROX. 8.6 KM 0923121.5 |
 NJ0781| NJ0776 URBANA MUNICIPAL TANK               APPROX. 7.4 KM 1721348.6 |
 NJ0781| CI6016 NELSON RM 1                          27.229 METERS 22245     |
 NJ0781| CI6015 NELSON AZ MK                                       2345611.3 |
 NJ0781| NK0555 RIDENOUR                            APPROX.25.0 KM 2392448.9 |
 NJ0781| CI6017 NELSON RM 2                          32.492 METERS 32225     |
 NJ0781|---------------------------------------------------------------------|
 NJ0781
 NJ0781                          SUPERSEDED SURVEY CONTROL
 NJ0781
 NJ0781  NAD 83(1996)-  42 17 25.36332(N)    091 53 04.63195(W) AD(       ) 1
 NJ0781  NAD 83(1986)-  42 17 25.36248(N)    091 53 04.63267(W) AD(       ) 1
 NJ0781  NAD 27      -  42 17 25.40100(N)    091 53 03.99400(W) AD(       ) 1
 NJ0781
 NJ0781.Superseded values are not recommended for survey control.
 NJ0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0781.See file dsdata.txt to determine how the superseded data were derived.
 NJ0781
 NJ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG9195382620(NAD 83)
 NJ0781_MARKER: DS = TRIANGULATION STATION DISK
 NJ0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0781_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NJ0781
 NJ0781  HISTORY     - Date     Condition        Report By
 NJ0781  HISTORY     - 1934     MONUMENTED       CGS
 NJ0781  HISTORY     - 1970     GOOD             NGS
 NJ0781
 NJ0781                          STATION DESCRIPTION
 NJ0781
 NJ0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0781'STATION IS ABOUT 5 MILES W OF WALKER, ABOUT 4.5 MILES N OF URBANA,
 NJ0781'ABOUT 14 MILES S OF INDEPENDENCE AND ABOUT 0.5 MILE N AND 0.25
 NJ0781'MILE E OF THE RIGHT ANGLE TURN IN STATE HIGHWAY 11, AT THE
 NJ0781'JUNCTION OF STATE HIGHWAY 11 AND STATE HIGHWAY 101, IN THE SW
 NJ0781'1/4 OF SEC. 3, T 86 N, R 9 W, ON LAND OWNED BY MOLLY AND
 NJ0781'EMMA KNUTZ AND OCCUPIED BY MR. CHARLES NELSON.  IT IS ON THE
 NJ0781'HIGHEST POINT OF A BARE SANDY KNOLL WHICH IS ON THE NW END OF
 NJ0781'A RIDGE (KNOLL IS ONE OF THREE HIGH POINTS ON RIDGE) ABOUT
 NJ0781'1/2 MILE S OF THE BUCHANAN-BENTON COUNTY LINE, 59 FEET E OF
 NJ0781'A N-S FENCE LINE, 117 FEET SSE OF A SMALL CEDAR TREE, 206
 NJ0781'FEET S OF E-W FENCE LINE.  THE STATION MARK IS FLUSH WITH
 NJ0781'THE TOP OF THE GROUND.
 NJ0781'
 NJ0781'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NJ0781'BRONZE DISKS SET IN CONCRETE.
 NJ0781'
 NJ0781'REFERENCE MARK NO. 1 IS SW OF THE STATION, ON THE SW SLOPE OF
 NJ0781'THE KNOLL, 1 FOOT W OF A FENCE LINE AND ABOUT 175 FEET SSW OF
 NJ0781'SMALL CEDAR TREE, AND MARK PROJECTS 6 INCHES.
 NJ0781'
 NJ0781'REFERENCE MARK NO. 2 IS NW OF THE STATION, 1 FOOT W OF A FENCE
 NJ0781'LINE AND 33 FEET SW OF A SMALL CEDAR TREE, AND MARK PROJECTS
 NJ0781'6 INCHES.
 NJ0781'
 NJ0781'THE AZIMUTH MARK IS ABOUT 0.3 MILE SW OF THE STATION, 1 FOOT
 NJ0781'E OF THE E RIGHT-OF-WAY FENCE OF STATE HIGHWAY 11, 36 FEET E OF
 NJ0781'CENTER LINE OF HIGHWAY AND 25 FEET S OF A GATEWAY, AND MARK
 NJ0781'PROJECTS 6 INCHES.
 NJ0781'
 NJ0781'ALL LIGHTS V.G. EXCEPT BUCHANAN WHICH REQUIRES 24 FEET.
 NJ0781
 NJ0781                          STATION RECOVERY (1970)
 NJ0781
 NJ0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JSA)
 NJ0781'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 NJ0781'WERE FOUND IN GOOD CONDITION AS DESCRIBED.  AZIMUTH MARK WAS
 NJ0781'NOT VISIBLE.
 NJ0781'
 NJ0781'DISTANCES TO REFERENCE MARK NO. 1 MISSED 0.00 FT, TO REFERENCE
 NJ0781'MARK NO. 2 MISSED 0.01 FT.  BETWEEN REFERENCE MARK NO. 1 AND
 NJ0781'REFERENCE MARK NO. 2 MISSED 0.04 FT.
 NJ0781'
 NJ0781'DIRECTIONS TO REFERENCE MARK NO. 1 MISSED -57.46 IN, TO REFERENCE
 NJ0781'MARK NO. 2 MISSED +19.31 IN.
 NJ0781'
 NJ0781'THE OLD DESCRIPTION IS ADEQUATE.
 NJ0781'
 NJ0781'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1124 ***********************************************************************
 MJ1124  DESIGNATION -  NELSON
 MJ1124  PID         -  MJ1124
 MJ1124  STATE/COUNTY-  IA/CASS
 MJ1124  USGS QUAD   -  WIOTA (1971)
 MJ1124
 MJ1124                         *CURRENT SURVEY CONTROL
 MJ1124  ___________________________________________________________________
 MJ1124* NAD 83(1996)-  41 24 23.03966(N)    094 55 38.44225(W)     ADJUSTED  
 MJ1124* NAVD 88     -       405.7    (meters)    1331.     (feet)  VERTCON   
 MJ1124  ___________________________________________________________________
 MJ1124  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 MJ1124  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 MJ1124
 MJ1124  HORZ ORDER  -  SECOND
 MJ1124
 MJ1124.The horizontal coordinates were established by classical geodetic methods
 MJ1124.and adjusted by the National Geodetic Survey in May 1999..
 MJ1124
 MJ1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1124
 MJ1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1124
 MJ1124.The geoid height was determined by GEOID03.
 MJ1124
 MJ1124;                    North         East     Units Scale Factor Converg.
 MJ1124;SPC IA S     -   157,158.986   380,661.467   MT  0.99995479   -0 56 24.7
 MJ1124;UTM  15      - 4,585,665.336   338,903.176   MT  0.99991939   -1 16 30.0
 MJ1124
 MJ1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1124!SPC IA S     -   0.99994072  x   0.99995479  =   0.99989551
 MJ1124!UTM  15      -   0.99994072  x   0.99991939  =   0.99986011
 MJ1124
 MJ1124|---------------------------------------------------------------------|
 MJ1124| PID    Reference Object                     Distance      Geod. Az  |
 MJ1124|                                                           dddmmss.s |
 MJ1124| CL7977 NELSON RM 1                          15.789 METERS 08726     |
 MJ1124| MJ1121 TURK                                APPROX. 9.7 KM 2105729.2 |
 MJ1124| CL7978 NELSON RM 2                          29.639 METERS 24541     |
 MJ1124|---------------------------------------------------------------------|
 MJ1124
 MJ1124                          SUPERSEDED SURVEY CONTROL
 MJ1124
 MJ1124  NAD 83(1986)-  41 24 23.03324(N)    094 55 38.46173(W) AD(       ) 2
 MJ1124  NAD 27      -  41 24 23.07252(N)    094 55 37.50865(W) AD(       ) 2
 MJ1124  NGVD 29 (07/19/86)  405.6    (m)         1331.     (f) VERT ANG       
 MJ1124
 MJ1124.Superseded values are not recommended for survey control.
 MJ1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1124.See file dsdata.txt to determine how the superseded data were derived.
 MJ1124
 MJ1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF3890385665(NAD 83)
 MJ1124_MARKER: DD = SURVEY DISK
 MJ1124_SETTING: 0 = UNSPECIFIED SETTING
 MJ1124
 MJ1124  HISTORY     - Date     Condition        Report By
 MJ1124  HISTORY     - 1968     MONUMENTED       USGS
 MJ1124
 MJ1124                          STATION DESCRIPTION
 MJ1124
 MJ1124'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1124'STATION IS LOCATED 4.75 MI E. OF ATLANTIC, IN THE NW. QUARTER
 MJ1124'OF THE SW. QUARTER OF SEC. 6, T. 76 N., R. 35 W., IN PASTURE
 MJ1124'LAND OWNED BY MR. GAIL NELSON, ABOUT 100 YARDS E. OF MR. NELSONS
 MJ1124'HOUSE.
 MJ1124'
 MJ1124'TO REACH THE STATION FROM THE POST OFFICE IN ATLANTIC, DRIVE
 MJ1124'2 BLOCKS S. ON WALNUT ST. TO U.S. HWY. 6, TURN LEFT AND DRIVE
 MJ1124'1.5 MI E. TO A T-JCT. OF U.S. HWYS 6 AND 71, CONTINUE E. ON HWY. 6
 MJ1124'AND 71 FOR 1.9 MI TO ANOTHER JCT. OF HWYS. 6 AND 71, NEAR STATE
 MJ1124'PATROL HDQTRS., CONTINUE E. ON HWY. 6 FOR 1.45 MI TO A T-JCT. OF
 MJ1124'A GRAVEL RD., TURN LEFT AND DRIVE N. ON GRAVEL RD. 0.25 MI TO A
 MJ1124'T-JCT. OF A GRAVEL RD. W., TURN LEFT AND DRIVE W. FOR 0.35 MI
 MJ1124'ON GRAVEL RD. TO STATION ON THE RIGHT.
 MJ1124'
 MJ1124'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED NELSON
 MJ1124'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN
 MJ1124'FLUSH WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MJ1124'
 MJ1124'STATION MARK IS 48.5 FT N. OF CENTER OF E.-W. GRAVEL RD., 94
 MJ1124'FT E. OF SE. COR. OF A BARN, AND 6.8 FT N. OF N. RIGHT-OF-WAY
 MJ1124'FENCE AND A METAL WITNESS POST.
 MJ1124'
 MJ1124'REFERENCE MARK 1 IS 51.80 FT (15.789 M.) E.-SE. OF STATION,
 MJ1124'35 FT N. OF CENTER OF RD. AND 1 FT S. OF N. RIGHT-OF-WAY FENCE
 MJ1124'AND A METAL WITNESS POST.
 MJ1124'
 MJ1124'REFERENCE MARK 2 IS 97.24 FT (29.639 M.) W.-SW. OF STATION,
 MJ1124'29 FT N. OF CENTER OF RD., 5 FT S. OF A 6 IN. MAPLE TREE, 2.5
 MJ1124'FT E. OF A BOARD FENCE AND 1 FT E. OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0560 ***********************************************************************
 NL0560  DESIGNATION -  NEMAHA
 NL0560  PID         -  NL0560
 NL0560  STATE/COUNTY-  IA/SAC
 NL0560  USGS QUAD   -  LAKESIDE (1979)
 NL0560
 NL0560                         *CURRENT SURVEY CONTROL
 NL0560  ___________________________________________________________________
 NL0560* NAD 83(1996)-  42 31 57.13736(N)    095 08 26.09612(W)     ADJUSTED  
 NL0560* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 NL0560  ___________________________________________________________________
 NL0560  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 NL0560  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 NL0560
 NL0560  HORZ ORDER  -  SECOND
 NL0560
 NL0560.The horizontal coordinates were established by classical geodetic methods
 NL0560.and adjusted by the National Geodetic Survey in May 1999..
 NL0560
 NL0560.The orthometric height was scaled from a topographic map.
 NL0560
 NL0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0560
 NL0560.The geoid height was determined by GEOID03.
 NL0560
 NL0560;                    North         East     Units Scale Factor Converg.
 NL0560;SPC IA N     - 1,115,998.076 1,365,231.151   MT  0.99994814   -1 06 42.8
 NL0560;UTM  15      - 4,711,126.556   324,204.265   MT  0.99998024   -1 26 50.7
 NL0560
 NL0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0560!SPC IA N     -   0.99993844  x   0.99994814  =   0.99988658
 NL0560!UTM  15      -   0.99993844  x   0.99998024  =   0.99991868
 NL0560
 NL0560|---------------------------------------------------------------------|
 NL0560| PID    Reference Object                     Distance      Geod. Az  |
 NL0560|                                                           dddmmss.s |
 NL0560| NL0559 NEMAHA 2                              2.724 METERS 00509     |
 NL0560| NL0555 ZION EV LUTH CH SPIRE               APPROX.20.9 KM 0165324.8 |
 NL0560| CQ5929 NEMAHA RM 1                          22.752 METERS 08932     |
 NL0560| NL0626 SCHALLER MUNICIPAL TANK             APPROX.13.4 KM 2530016.5 |
 NL0560| CQ5928 NEMAHA AZ MK 2                                     2685334.2 |
 NL0560| CO3351 NEMAHA AZ MK                                       2690752.0 |
 NL0560| CQ5930 NEMAHA RM 2                          28.234 METERS 27259     |
 NL0560| NL0570 STORM LAKE PUB SER PWR STK          APPROX.16.3 KM 3271107.5 |
 NL0560| NL0568 STORM LAKE MUNICIPAL TANK           APPROX.13.2 KM 3372747.6 |
 NL0560| NL0566 STORM LAKE ST POL KAA 971 MAST      APPROX.12.1 KM 3414015.5 |
 NL0560| NL0564 STORM LAKE RAD STA KAYL MAST        APPROX.11.6 KM 3480741.0 |
 NL0560|---------------------------------------------------------------------|
 NL0560
 NL0560                          SUPERSEDED SURVEY CONTROL
 NL0560
 NL0560  NAD 83(1996)-  42 31 57.13735(N)    095 08 26.09607(W) AD(       ) 2
 NL0560  NAD 83(1986)-  42 31 57.13601(N)    095 08 26.09605(W) AD(       ) 2
 NL0560  NAD 27      -  42 31 57.20700(N)    095 08 25.12000(W) AD(       ) 2
 NL0560
 NL0560.Superseded values are not recommended for survey control.
 NL0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0560.See file dsdata.txt to determine how the superseded data were derived.
 NL0560
 NL0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2420411127(NAD 83)
 NL0560_MARKER: DS = TRIANGULATION STATION DISK
 NL0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0560
 NL0560  HISTORY     - Date     Condition        Report By
 NL0560  HISTORY     - 1950     MONUMENTED       CGS
 NL0560  HISTORY     - 1954     GOOD             CGS
 NL0560  HISTORY     - 1957     GOOD             CGS
 NL0560
 NL0560                          STATION DESCRIPTION
 NL0560
 NL0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0560'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF EARLY, 1 MILE
 NL0560'NORTH AND 2-1/2 MILES WEST OF NEMAHA, ON LAND OWNED BY MR.
 NL0560'H.A. PLOEGER.  IT IS 60 FEET SOUTHEAST OF A WEST GATE POST,
 NL0560'22.7 FEET WEST SOUTHWEST OF A T-FENCE CORNER POST WITH A
 NL0560'TRIANGLE BLAZE, 21 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 NL0560'ROAD AND 4.5 FEET SOUTH OF A FENCELINE.  THE MARK IS SET
 NL0560'FLUSH WITH THE GROUND AND THE DISK IS STAMPED NEMAHA 1950.
 NL0560'
 NL0560'REFERENCE MARK NO. 1 IS 23 FEET NORTH OF THE CENTERLINE OF A
 NL0560'GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS
 NL0560'ABOUT 4 INCHES AND THE DISK IS STAMPED NEMAHA NO 1 1950.
 NL0560'
 NL0560'REFERENCE MARK NO. 2 IS 26 FEET NORTH OF THE CENTERLINE OF A
 NL0560'GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS
 NL0560'ABOUT 4 INCHES AND THE DISK IS STAMPED NEMAHA NO 2 1950.
 NL0560'
 NL0560'AZIMUTH MARK IS ABOUT 150 FEET SOUTHEAST OF A FARMHOUSE, 42
 NL0560'FEET EAST OF A POWER LINE POLE WITH A TRANSFORMER, 24 FEET SOUTH
 NL0560'OF THE CENTERLINE OF A GRAVEL ROAD AND 1 FOOT NORTH OF A
 NL0560'RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 NL0560'THE DISK IS STAMPED NEMAHA 1950.
 NL0560'
 NL0560'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 NL0560'20 AND 71 ABOUT 1 MILE NORTH OF EARLY, FROM THE NORTH POINT OF
 NL0560'THE LARGE TRIANGLE JUNCTION, GO NORTH ON U.S. HIGHWAY 71 FOR
 NL0560'4.2 MILES TO A CROSSROADS.  TURN RIGHT (EAST) FOR 0.2 MILE
 NL0560'TO AZIMUTH MARK ON RIGHT AND FARM BUILDING ON LEFT AS DESCRIBED.
 NL0560'CONTINUE EAST FOR 0.3 MILE TO TOP OF HILL AND STATION ON
 NL0560'LEFT AS DESCRIBED.
 NL0560'
 NL0560'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NL0560
 NL0560                          STATION RECOVERY (1954)
 NL0560
 NL0560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 NL0560'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NL0560'GOOD CONDITION.  THE AZIMUTH MARK WILL BE DESTROYED BY ROAD
 NL0560'CONSTRUCTION.  IT WAS RESET AT THE REQUEST OF THE SAC COUNTY
 NL0560'ENGINEER.  THERE ARE SOME REFERENCE CHANGES IN THE DESCRIPTION,
 NL0560'SO A COMPLETE DESCRIPTION FOLLOWS.
 NL0560'
 NL0560'STATION IS LOCATED ABOUT 6 MILES NORTH OF EARLY, 2 AND 1/2 MILES
 NL0560'WEST AND 1 MILE NORTH OF NEMAHA, ON THE RIGHT-OF-WAY OF
 NL0560'SECTIONLINE ROAD, 53 FEET NORTH-NORTHWEST OF FENCE CORNER
 NL0560'AND WEST GATE POST IN SOUTH RIGHT-OF-WAY FENCE, 22 FEET NORTH
 NL0560'OF THE CENTER OF GRADED ROAD, 22 FEET WEST-SOUTHWEST OF
 NL0560'T-FENCE CORNER, AND 4 FEET SOUTH OF FENCE.  THE MARK IS SET
 NL0560'FLUSH WITH THE GROUND AND IS STAMPED NEMAHA 1950.
 NL0560'
 NL0560'REFERENCE MARK NO. 1 IS 74.64 FEET EAST OF THE STATION, 26 FEET
 NL0560'NORTH OF THE CENTER OF GRADED ROAD, AND 1 FOOT SOUTH OF FENCE.
 NL0560'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED NEMAHA NO
 NL0560'1 1950.
 NL0560'
 NL0560'REFERENCE MARK NO. 2 IS 92.63 FEET WEST OF THE STATION, 26
 NL0560'FEET NORTH OF THE CENTER OF GRADED ROAD, AND 1 FOOT SOUTH OF
 NL0560'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NL0560'NEMAHA NO 2 1950.
 NL0560'
 NL0560'AZIMUTH MARK (RESET) IS 0.35 MILE WEST OF THE STATION, 150 FEET
 NL0560'SOUTHEAST OF FARMHOUSE, 33 FEET SOUTH OF THE CENTER OF GRADED
 NL0560'ROAD, AND 3 FEET EAST OF POWER POLE WITH TRANSFORMER.  THE MARK
 NL0560'PROJECTS 4 INCHES AND THE DISK IS STAMPED NEMAHA 1950 RESET
 NL0560'1954.
 NL0560'
 NL0560'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NL0560'AND 71 ABOUT 1 MILE NORTH OF EARLY, FROM THE NORTH POINT OF A
 NL0560'LARGE TRIANGLE JUNCTION, GO NORTH ON U.S. HIGHWAY 71 FOR 4.2
 NL0560'MILES TO CROSSROADS.  TURN RIGHT AND GO EAST FOR 0.15 MILE TO THE
 NL0560'AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON GRADED ROAD FOR
 NL0560'0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NL0560
 NL0560                          STATION RECOVERY (1957)
 NL0560
 NL0560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 NL0560'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NL0560'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY THE
 NL0560'STATION AND BOTH REFERENCE MARKS.  THEY WERE MOVED AT THE
 NL0560'REQUEST OF THE SAC COUNTY ENGINEER.  FOR DETAILS, SEE THE
 NL0560'DESCRIPTION OF NEMAHA 2 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0559 ***********************************************************************
 NL0559  DESIGNATION -  NEMAHA 2
 NL0559  PID         -  NL0559
 NL0559  STATE/COUNTY-  IA/SAC
 NL0559  USGS QUAD   -  LAKESIDE (1979)
 NL0559
 NL0559                         *CURRENT SURVEY CONTROL
 NL0559  ___________________________________________________________________
 NL0559* NAD 83(1996)-  42 31 57.22529(N)    095 08 26.08539(W)     ADJUSTED  
 NL0559* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 NL0559  ___________________________________________________________________
 NL0559  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 NL0559  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 NL0559
 NL0559  HORZ ORDER  -  THIRD
 NL0559
 NL0559.The horizontal coordinates were established by classical geodetic methods
 NL0559.and adjusted by the National Geodetic Survey in May 1999..
 NL0559.No horizontal observational check was made to the station.
 NL0559
 NL0559.The orthometric height was scaled from a topographic map.
 NL0559
 NL0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0559
 NL0559.The geoid height was determined by GEOID03.
 NL0559
 NL0559;                    North         East     Units Scale Factor Converg.
 NL0559;SPC IA N     - 1,116,000.784 1,365,231.449   MT  0.99994813   -1 06 42.8
 NL0559;UTM  15      - 4,711,129.262   324,204.579   MT  0.99998024   -1 26 50.7
 NL0559
 NL0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0559!SPC IA N     -   0.99993844  x   0.99994813  =   0.99988657
 NL0559!UTM  15      -   0.99993844  x   0.99998024  =   0.99991868
 NL0559
 NL0559|---------------------------------------------------------------------|
 NL0559| PID    Reference Object                     Distance      Geod. Az  |
 NL0559|                                                           dddmmss.s |
 NL0559| NL0561 NEMAHA 3                             22.719 METERS 01001     |
 NL0559| CQ5931 NEMAHA 2 RM 3                        20.072 METERS 16514     |
 NL0559| NL0560 NEMAHA                                2.724 METERS 18509     |
 NL0559| NL0626 SCHALLER MUNICIPAL TANK             APPROX.13.4 KM 2525937.6 |
 NL0559| CQ5928 NEMAHA AZ MK 2                                     2683755.4 |
 NL0559| CQ5933 NEMAHA 3 AZ MK                                     2683822.7 |
 NL0559| CQ5932 NEMAHA 2 RM 4                        26.746 METERS 27046     |
 NL0559|---------------------------------------------------------------------|
 NL0559
 NL0559                          SUPERSEDED SURVEY CONTROL
 NL0559
 NL0559  NAD 83(1996)-  42 31 57.22527(N)    095 08 26.08534(W) AD(       ) 3
 NL0559  NAD 83(1986)-  42 31 57.22394(N)    095 08 26.08532(W) AD(       ) 3
 NL0559  NAD 27      -  42 31 57.29500(N)    095 08 25.10900(W) AD(       ) 3
 NL0559
 NL0559.Superseded values are not recommended for survey control.
 NL0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0559.See file dsdata.txt to determine how the superseded data were derived.
 NL0559
 NL0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2420511129(NAD 83)
 NL0559_MARKER: DS = TRIANGULATION STATION DISK
 NL0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0559
 NL0559  HISTORY     - Date     Condition        Report By
 NL0559  HISTORY     - 1957     MONUMENTED       CGS
 NL0559  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NL0559
 NL0559                          STATION DESCRIPTION
 NL0559
 NL0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HJS)
 NL0559'STATION IS LOCATED ABOUT 6 MILES NORTH OF EARLY, 2 AND 1/2
 NL0559'MILES WEST AND 1 MILE NORTH OF NEMAHA, ON THE RIGHT-OF-WAY OF
 NL0559'SECTIONLINE ROAD, 32 FEET NORTH OF THE CENTER OF GRADED ROAD, 20
 NL0559'FEET WEST OF A FENCE T-INTERSECTION, AND 1 FOOT SOUTH OF
 NL0559'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NL0559'NEMAHA 2 1957.
 NL0559'
 NL0559'REFERENCE MARK NO. 3 IS 32 FEET SOUTH OF THE CENTER OF GRADED
 NL0559'ROAD, 4 FEET WEST OF A T-FENCE INTERSECTION AND WEST GATE POST,
 NL0559'AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 NL0559'DISK IS STAMPED NEMAHA 2 NO 3 1957.
 NL0559'
 NL0559'REFERENCE MARK NO. 4 IS 107 FEET WEST OF A T-FENCE INTERSECTION,
 NL0559'32 FEET NORTH OF THE CENTER OF GRADED ROAD, AND 1 FOOT SOUTH
 NL0559'OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NL0559'NEMAHA 2 NO 4 1957.
 NL0559'
 NL0559'AZIMUTH MARK (RESET) IS 0.35 MILE WEST OF THE STATION, 150
 NL0559'FEET SOUTHEAST OF A FARMHOUSE, 33 FEET SOUTH OF THE CENTER
 NL0559'OF GRADED ROAD, 3 FEET EAST OF POWER POLE WITH TRANSFORMER,
 NL0559'AND 1 FOOT NORTH OF FENCE.  THE MARK IS FLUSH WITH THE SURFACE
 NL0559'OF THE GROUND AND THE DISK IS STAMPED NEMAHA 1950 RESET 1954.
 NL0559'
 NL0559'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NL0559'AND 71 ABOUT 1 MILE NORTH OF EARLY, GO NORTH ON U.S. HIGHWAY 71
 NL0559'FOR 4.2 MILES TO CROSSROADS.  TURN RIGHT AND GO EAST FOR 0.1
 NL0559'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON GRADED
 NL0559'ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NL0559'
 NL0559'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0559
 NL0559                          STATION RECOVERY (1971)
 NL0559
 NL0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0559'THE UNDERGROUND STATION MARK, REFERENCE MARKS 3 AND 4 AND THE
 NL0559'AZIMUTH MARK (RESET) WERE RECOVERED AS PREVIOUSLY DESCRIBED
 NL0559'IN 1957.  THE DIRECTION TO THE AZIMUTH MARK WAS NOTED AS BEING
 NL0559'LESS BY 07.6 SECONDS THIS DATE.  THE DIRECTION TO BOTH REFERENCE
 NL0559'MARKS COMPARES FAVORABLY.  A LESSER DISTANCE TO REFERENCE MARKS
 NL0559'3 AND 4 WAS NOTED AND VERIFIED THIS DATE, THE DIFFERENCE BEING
 NL0559'0.020 METER AND 0.024 METER RESPECTIVELY, IN COMPARISON TO
 NL0559'THE 1957 DATA.
 NL0559'
 NL0559'DUE TO ROAD CONSTRUCTION THE BANK AT THE STATION MARK AND
 NL0559'REFERENCE MARK 4 HAS ERODED AWAY, THE SURFACE STATION MARK
 NL0559'WAS FOUND LAYING IN THE DITCH.  A NEW POWERLINE HAS BEEN
 NL0559'CONSTRUCTED AND THE AZIMUTH MARK (RESET) IS NEAR AND DIRECTLY
 NL0559'BEHIND ONE OF THE POLES.  A NEW TRIANGULATION STATION, NEMAHA
 NL0559'3 1971, REFERENCE MARKS 5 AND 6 AND A NEW AZIMUTH MARK WERE
 NL0559'ESTABLISHED AT THIS TIME, SEE DESCRIPTION THEREOF.
 NL0559'TRIANGULATION STATION, NEMAHA 2 1957, REFERENCE MARKS 3 AND 4
 NL0559'AND THE AZIMUTH MARK (RESET) WERE DESTROYED THIS DATE.
 NL0559'
 NL0559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 NL0559'NORTHWEST OF NEMAHA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0561 ***********************************************************************
 NL0561  DESIGNATION -  NEMAHA 3
 NL0561  PID         -  NL0561
 NL0561  STATE/COUNTY-  IA/SAC
 NL0561  USGS QUAD   -  LAKESIDE (1979)
 NL0561
 NL0561                         *CURRENT SURVEY CONTROL
 NL0561  ___________________________________________________________________
 NL0561* NAD 83(1996)-  42 31 57.95033(N)    095 08 25.91212(W)     ADJUSTED  
 NL0561* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 NL0561  ___________________________________________________________________
 NL0561  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 NL0561  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 NL0561
 NL0561  HORZ ORDER  -  THIRD
 NL0561
 NL0561.The horizontal coordinates were established by classical geodetic methods
 NL0561.and adjusted by the National Geodetic Survey in May 1999..
 NL0561.No horizontal observational check was made to the station.
 NL0561
 NL0561.The orthometric height was scaled from a topographic map.
 NL0561
 NL0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0561
 NL0561.The geoid height was determined by GEOID03.
 NL0561
 NL0561;                    North         East     Units Scale Factor Converg.
 NL0561;SPC IA N     - 1,116,023.074 1,365,235.836   MT  0.99994813   -1 06 42.7
 NL0561;UTM  15      - 4,711,151.527   324,209.097   MT  0.99998022   -1 26 50.6
 NL0561
 NL0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0561!SPC IA N     -   0.99993844  x   0.99994813  =   0.99988657
 NL0561!UTM  15      -   0.99993844  x   0.99998022  =   0.99991866
 NL0561
 NL0561|---------------------------------------------------------------------|
 NL0561| PID    Reference Object                     Distance      Geod. Az  |
 NL0561|                                                           dddmmss.s |
 NL0561| CQ5934 NEMAHA 3 RM 5                        26.574 METERS 00438     |
 NL0561| CQ5935 NEMAHA 3 RM 6                        19.451 METERS 17501     |
 NL0561| NL0559 NEMAHA 2                             22.719 METERS 19001     |
 NL0561| NL0626 SCHALLER MUNICIPAL TANK             APPROX.13.4 KM 2525425.4 |
 NL0561| CQ5933 NEMAHA 3 AZ MK                                     2662934.8 |
 NL0561|---------------------------------------------------------------------|
 NL0561
 NL0561                          SUPERSEDED SURVEY CONTROL
 NL0561
 NL0561  NAD 83(1996)-  42 31 57.95031(N)    095 08 25.91206(W) AD(       ) 3
 NL0561  NAD 83(1986)-  42 31 57.94897(N)    095 08 25.91204(W) AD(       ) 3
 NL0561  NAD 27      -  42 31 58.02008(N)    095 08 24.93571(W) AD(       ) 3
 NL0561
 NL0561.Superseded values are not recommended for survey control.
 NL0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0561.See file dsdata.txt to determine how the superseded data were derived.
 NL0561
 NL0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2420911152(NAD 83)
 NL0561_MARKER: DS = TRIANGULATION STATION DISK
 NL0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0561_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0561
 NL0561  HISTORY     - Date     Condition        Report By
 NL0561  HISTORY     - 1971     MONUMENTED       NGS
 NL0561
 NL0561                          STATION DESCRIPTION
 NL0561
 NL0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0561'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF EARLY, 3 MILES
 NL0561'NORTHWEST OF NEMAHA AND ON PROPERTY OWNED BY MR. HENRY A.
 NL0561'PLOEGER, EARLY, IOWA.
 NL0561'
 NL0561'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 71
 NL0561'AND 20, ABOUT 1 MILE NORTH OF THE TOWN OF EARLY, GO NORTH
 NL0561'ON U.S. HIGHWAY 71 FOR 4 MILES TO A CROSSROAD.  TURN RIGHT
 NL0561'AND GO EAST ON A GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK
 NL0561'ON THE RIGHT AND THE HOME OF MR. PLOEGER ON THE LEFT.  CONTINUE
 NL0561'EAST ON THE GRAVELED ROAD FOR 0.35 MILE TO THE STATION ON
 NL0561'THE LEFT, JUST NORTH OF A HIGH CUT BANK.
 NL0561'
 NL0561'THE STATION MARKS ARE STANDARD DISKS STAMPED NEMAHA 3 1971.
 NL0561'THE SURFACE DISK IS SET IN TOP OF A 12-INCH CYLINDRICAL
 NL0561'CONCRETE MONUMENT WHICH IS 1 FOOT BELOW THE GROUND SURFACE.
 NL0561'IT IS 86.7 FEET SOUTH OF A METAL WITNESS POST, 72 FEET NORTH
 NL0561'OF THE NORTH RIGHT-OF-WAY FENCE, 63.8 FEET NORTH OF A METAL
 NL0561'WITNESS POST AND 7.6 FEET WEST OF A METAL WITNESS POST.  THE
 NL0561'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NL0561'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NL0561'
 NL0561'REFERENCE MARK 5, A STANDARD DISK STAMPED NEMAHA 3 NO 5 1971,
 NL0561'IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NL0561'WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 87
 NL0561'FEET NORTH OF A METAL WITNESS POST, 8 INCHES NORTHWEST OF A
 NL0561'METAL WITNESS POST, 6 INCHES WEST OF A FENCE AND ABOUT 2
 NL0561'FEET LOWER THAN THE STATION.
 NL0561'
 NL0561'REFERENCE MARK 6, A STANDARD DISK STAMPED NEMAHA 3 NO 6 1971,
 NL0561'IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NL0561'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 8 FEET NORTH
 NL0561'OF A FENCE CORNER AND 1 FOOT WEST OF A METAL WITNESS POST
 NL0561'WHICH IS SET IN A NORTH-SOUTH FENCE LINE.
 NL0561'
 NL0561'THE AZIMUTH MARK, A STANDARD DISK STAMPED NEMAHA 3 1971,
 NL0561'IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NL0561'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET SOUTH
 NL0561'OF THE CENTER OF THE GRAVELED ROAD, 3 FEET EAST OF A POWERLINE
 NL0561'POLE AND 1.2 FEET NORTH OF A METAL WITNESS POST WHICH IS SET
 NL0561'IN A EAST-WEST FENCE LINE.
 NL0561'
 NL0561'NEMAHA 3 WAS ESTABLISHED THIS DATE BECAUSE NEMAHA 2 1957
 NL0561'WAS IN DANGER OF BEING DESTROYED IN THE NEAR FUTURE, SEE
 NL0561'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1310 ***********************************************************************
 LF1310  DESIGNATION -  NENDICK
 LF1310  PID         -  LF1310
 LF1310  STATE/COUNTY-  IA/TAYLOR
 LF1310  USGS QUAD   -  BEDFORD (1980)
 LF1310
 LF1310                         *CURRENT SURVEY CONTROL
 LF1310  ___________________________________________________________________
 LF1310* NAD 83(1996)-  40 42 44.13494(N)    094 37 52.05691(W)     ADJUSTED  
 LF1310* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 LF1310  ___________________________________________________________________
 LF1310  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 LF1310  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 LF1310
 LF1310  HORZ ORDER  -  FIRST
 LF1310
 LF1310.The horizontal coordinates were established by classical geodetic methods
 LF1310.and adjusted by the National Geodetic Survey in May 1999..
 LF1310
 LF1310.The orthometric height was scaled from a topographic map.
 LF1310
 LF1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1310
 LF1310.The geoid height was determined by GEOID03.
 LF1310
 LF1310;                    North         East     Units Scale Factor Converg.
 LF1310;SPC IA S     -    79,716.765   404,423.938   MT  0.99998450   -0 44 42.3
 LF1310;SPC MO W     -   504,561.900   838,920.424   MT  0.99994269   -0 05 07.9
 LF1310;UTM  15      - 4,508,095.339   362,222.075   MT  0.99983365   -1 03 50.7
 LF1310
 LF1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1310!SPC IA S     -   0.99994509  x   0.99998450  =   0.99992959
 LF1310!SPC MO W     -   0.99994509  x   0.99994269  =   0.99988778
 LF1310!UTM  15      -   0.99994509  x   0.99983365  =   0.99977875
 LF1310
 LF1310|---------------------------------------------------------------------|
 LF1310| PID    Reference Object                     Distance      Geod. Az  |
 LF1310|                                                           dddmmss.s |
 LF1310| CL7985 NENDICK RM 3                         22.250 METERS 00225     |
 LF1310| CL7983 NENDICK RM 1                         22.894 METERS 04200     |
 LF1310| LF1309 BEDFORD TAYLOR CO CTHSE TOWER       APPROX. 9.0 KM 2370623.3 |
 LF1310| LF1311 BEDFORD MUNICIPAL STANDPIPE         APPROX. 9.8 KM 2383301.1 |
 LF1310| CL7982 NENDICK AZ MK RESET                                2680359.0 |
 LF1310| CL7986 NENDICK RM 4                         18.029 METERS 27010     |
 LF1310| CL7981 NENDICK AZ MK                                      2722213.7 |
 LF1310| CL7984 NENDICK RM 2                         23.525 METERS 31648     |
 LF1310|---------------------------------------------------------------------|
 LF1310
 LF1310                          SUPERSEDED SURVEY CONTROL
 LF1310
 LF1310  NAD 83(1986)-  40 42 44.13662(N)    094 37 52.07963(W) AD(       ) 1
 LF1310  NAD 27      -  40 42 44.17800(N)    094 37 51.20300(W) AD(       ) 1
 LF1310
 LF1310.Superseded values are not recommended for survey control.
 LF1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1310.See file dsdata.txt to determine how the superseded data were derived.
 LF1310
 LF1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF6222208095(NAD 83)
 LF1310_MARKER: DS = TRIANGULATION STATION DISK
 LF1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1310
 LF1310  HISTORY     - Date     Condition        Report By
 LF1310  HISTORY     - 1934     MONUMENTED       CGS
 LF1310  HISTORY     - 1955     GOOD             CGS
 LF1310
 LF1310                          STATION DESCRIPTION
 LF1310
 LF1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1310'STATION IS ABOUT 5-1/2 MILES NE OF BRADFORD, ABOUT 7 MILES SE
 LF1310'OF GRAVITY, NEAR THE NW CORNER OF THE NE 1/4 OF SECTION 10,
 LF1310'T 68 N, R 33 W, ON LAND OWNED BY F.J. NENDICK OF BEDFORD.  IT
 LF1310'IS ON THE N SIDE OF A CULTIVATED FIELD, 34 FEET S OF THE CENTER
 LF1310'LINE OF SECTION LINE ROAD, 11 FEET S OF HEDGE FENCE, 15 FEET SE
 LF1310'OF GATE POST, 0.1 MILE E OF SIDE ROAD TO NORTHWARD ON THE HIGHEST
 LF1310'POINT OF RIDGE BETWEEN ABOVE MENTIONED ROAD AND N-S SECTION
 LF1310'LINE ROAD.  STATION IS 0.4 MILE W OF THIS SECTION LINE ROAD.
 LF1310'MARK IS 12 INCHES BELOW SURFACE OF GROUND.
 LF1310'
 LF1310'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LF1310'BRONZE DISKS SET IN CONCRETE.
 LF1310'
 LF1310'REFERENCE MARK NO. 1 IS NE OF THE STATION, 21 FEET N OF THE CENTER
 LF1310'LINE OF ROAD, 2 FEET S OF HEDGE FENCE AND ABOUT 50 FEET E OF THE
 LF1310'SUMMIT OF RIDGE.  MARK PROJECTS 8 INCHES.
 LF1310'
 LF1310'REFERENCE MARK NO. 2 IS NW OF THE STATION, 21 FEET N OF THE
 LF1310'CENTER LINE OF ROAD, 2 FEET S OF HEDGE FENCE, ON THE CREST OF
 LF1310'THE RIDGE.  MARK PROJECTS 8 INCHES.
 LF1310'
 LF1310'AZIMUTH MARK IS N OF W OF THE STATION, 24 FEET N OF THE CENTER
 LF1310'LINE OF ROAD, 1 FOOT S OF FENCE LINE, 34 FEET E OF GATE POST
 LF1310'AND 0.05 MILE E OF LANE TO SOUTHWARD.  MARK PROJECTS 6 INCHES.
 LF1310'
 LF1310'TO REACH FROM THE COURTHOUSE IN BEDFORD, GO E ON HIGHWAY 3,
 LF1310'5.1 MILES TO DIRT SIDE ROAD AT CURVE, THENCE N 2.6 MILES TO T-ROAD,
 LF1310'THENCE W 0.4 MILE TO TOP OF RIDGE AND STATION.
 LF1310'
 LF1310'ALL LIGHTS COME INTO VIEW AT 40 FEET.
 LF1310
 LF1310                          STATION RECOVERY (1955)
 LF1310
 LF1310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 LF1310'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LF1310'CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH AND THE
 LF1310'REFERENCE MARKS.  THESE MARKS WERE MOVED AT THE REQUEST OF THE
 LF1310'TAYLOR COUNTY ENGINEER, MR. R.J. GIBSON.  A COMPLETE NEW
 LF1310'DESCRIPTION FOLLOWS.
 LF1310'
 LF1310'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF GRAVITY AND 5 AND 1/2
 LF1310'MILES EAST-NORTHEAST OF BELFORD NEAR THE NORTHWEST CORNER OF THE
 LF1310'NE 1/4 OF SECTION 10, T 68 N, R 33 W ON THE NORTH SIDE OF A
 LF1310'CULTIVATED FIELD, 36 FEET SOUTH OF THE CENTER OF A GRADED SECTION
 LF1310'LINE ROAD, 61 FEET EAST OF A POWER POLE, 18 FEET EAST OF THE
 LF1310'CENTER OF A FIELD ENTRANCE, AND 1 FOOT SOUTH OF A WHITE WITNESS
 LF1310'POST.  THE MARK IS 6 INCHES BELOW THE SURFACE OF THE GROUND AND
 LF1310'THE DISK IS STAMPED NENDICK 1934.
 LF1310'
 LF1310'REFERENCE MARK NO. 3 IS NORTH OF THE STATION, 37 FEET NORTH OF THE
 LF1310'CENTER OF A GRADED ROAD, AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 LF1310'PROJECTS 6 INCHES AND THE DISK IS STAMPED NENDICK NO 3 1934.
 LF1310'
 LF1310'REFERENCE MARK NO. 4 IS WEST OF THE STATION, 36 FEET SOUTH OF THE
 LF1310'CENTER OF A GRADED ROAD, AND 2 FEET EAST OF A POWER POLE.  THE
 LF1310'MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED NENDICK NO 4 1934.
 LF1310'
 LF1310'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 92 FEET EAST OF THE
 LF1310'NORTHEAST CORNER OF ROBT. MULLENS FARMHOUSE, 59 FEET NORTHWEST
 LF1310'OF THE NORTHWEST CORNER OF BARN, AND 25 FEET EAST OF THE CENTER OF
 LF1310'DRIVEWAY ON THE INSIDE OF A SOUTHWEST FENCE CORNER.  THE MARK
 LF1310'PROJECTS 2 INCHES AND THE DISK IS STAMPED NENDICK 1934 RESET
 LF1310'1955.
 LF1310'
 LF1310'TO REACH THE STATION FROM THE COURTHOUSE IN BELFORD, GO EAST ON
 LF1310'U.S. HIGHWAY 2 FOR 5.1 MILES TO A DIRT ROAD LEFT AT A CURVE IN
 LF1310'THE HIGHWAY.  TURN LEFT AND GO NORTH ON DIRT ROAD FOR 2.6 MILES TO
 LF1310'AN EAST-WEST ROAD.  TURN LEFT AND GO WEST ON A GRADED ROAD FOR
 LF1310'0.4 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LF1310'
 LF1310'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRADED
 LF1310'ROAD FOR 0.5 MILE TO A FARM DRIVEWAY ON THE LEFT.  TURN LEFT (SOUTH)
 LF1310'INTO THE ROBT. MULLEN FARM AND THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0712 ***********************************************************************
 NK0712  DESIGNATION -  NEVADA MUNICIPAL TANK
 NK0712  PID         -  NK0712
 NK0712  STATE/COUNTY-  IA/STORY
 NK0712  USGS QUAD   -  NEVADA (1975)
 NK0712
 NK0712                         *CURRENT SURVEY CONTROL
 NK0712  ___________________________________________________________________
 NK0712* NAD 83(1996)-  42 01 28.34921(N)    093 27 00.14680(W)     ADJUSTED  
 NK0712* NAVD 88     -                                                        
 NK0712  ___________________________________________________________________
 NK0712  LAPLACE CORR-          -9.90  (seconds)                    DEFLEC99
 NK0712  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 NK0712
 NK0712  HORZ ORDER  -  THIRD
 NK0712
 NK0712.The horizontal coordinates were established by classical geodetic methods
 NK0712.and adjusted by the National Geodetic Survey in May 1999..
 NK0712
 NK0712
 NK0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0712
 NK0712.The geoid height was determined by GEOID03.
 NK0712
 NK0712;                    North         East     Units Scale Factor Converg.
 NK0712;SPC IA N     - 1,058,265.573 1,504,137.601   MT  1.00000791   +0 02 01.9
 NK0712;UTM  15      - 4,652,598.995   462,742.977   MT  0.99961708   -0 18 04.6
 NK0712
 NK0712                          SUPERSEDED SURVEY CONTROL
 NK0712
 NK0712  NAD 83(1986)-  42 01 28.35185(N)    093 27 00.15013(W) AD(       ) 4
 NK0712  NAD 27      -  42 01 28.39600(N)    093 26 59.39300(W) AD(       ) 3
 NK0712
 NK0712.Superseded values are not recommended for survey control.
 NK0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0712.See file dsdata.txt to determine how the superseded data were derived.
 NK0712
 NK0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG6274352599(NAD 83)
 NK0712_MARKER: 51 = TANK
 NK0712
 NK0712  HISTORY     - Date     Condition        Report By
 NK0712  HISTORY     - 1930     FIRST OBSERVED   CGS
 NK0712
 NK0712                          STATION DESCRIPTION
 NK0712
 NK0712'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0709 ***********************************************************************
 NK0709  DESIGNATION -  NEVADA POWER PLANT CHIMNEY
 NK0709  PID         -  NK0709
 NK0709  STATE/COUNTY-  IA/STORY
 NK0709  USGS QUAD   -  NEVADA (1975)
 NK0709
 NK0709                         *CURRENT SURVEY CONTROL
 NK0709  ___________________________________________________________________
 NK0709* NAD 83(1996)-  42 00 58.36280(N)    093 27 32.05439(W)     ADJUSTED  
 NK0709* NAVD 88     -                                                        
 NK0709  ___________________________________________________________________
 NK0709  LAPLACE CORR-          -9.71  (seconds)                    DEFLEC99
 NK0709  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 NK0709
 NK0709  HORZ ORDER  -  THIRD
 NK0709
 NK0709.The horizontal coordinates were established by classical geodetic methods
 NK0709.and adjusted by the National Geodetic Survey in May 1999..
 NK0709
 NK0709
 NK0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0709
 NK0709.The geoid height was determined by GEOID03.
 NK0709
 NK0709;                    North         East     Units Scale Factor Converg.
 NK0709;SPC IA N     - 1,057,339.975 1,503,404.003   MT  1.00000954   +0 01 40.3
 NK0709;UTM  15      - 4,651,678.064   462,004.268   MT  0.99961776   -0 18 25.8
 NK0709
 NK0709                          SUPERSEDED SURVEY CONTROL
 NK0709
 NK0709  NAD 83(1986)-  42 00 58.36769(N)    093 27 32.05659(W) AD(       ) 4
 NK0709  NAD 27      -  42 00 58.42000(N)    093 27 31.28000(W) AD(       ) 3
 NK0709
 NK0709.Superseded values are not recommended for survey control.
 NK0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0709.See file dsdata.txt to determine how the superseded data were derived.
 NK0709
 NK0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG6200451678(NAD 83)
 NK0709_MARKER: 85 = CHIMNEY
 NK0709
 NK0709  HISTORY     - Date     Condition        Report By
 NK0709  HISTORY     - 1926     FIRST OBSERVED   CGS
 NK0709
 NK0709                          STATION DESCRIPTION
 NK0709
 NK0709'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0710 ***********************************************************************
 NK0710  DESIGNATION -  NEVADA SANITARIUM WATER TANK
 NK0710  PID         -  NK0710
 NK0710  STATE/COUNTY-  IA/STORY
 NK0710  USGS QUAD   -  NEVADA (1975)
 NK0710
 NK0710                         *CURRENT SURVEY CONTROL
 NK0710  ___________________________________________________________________
 NK0710* NAD 83(1996)-  42 00 33.98470(N)    093 27 00.41250(W)     ADJUSTED  
 NK0710* NAVD 88     -                                                        
 NK0710  ___________________________________________________________________
 NK0710  LAPLACE CORR-          -9.34  (seconds)                    DEFLEC99
 NK0710  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 NK0710
 NK0710  HORZ ORDER  -  THIRD
 NK0710
 NK0710.The horizontal coordinates were established by classical geodetic methods
 NK0710.and adjusted by the National Geodetic Survey in May 1999..
 NK0710
 NK0710
 NK0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0710
 NK0710.The geoid height was determined by GEOID03.
 NK0710
 NK0710;                    North         East     Units Scale Factor Converg.
 NK0710;SPC IA N     - 1,056,588.203 1,504,132.479   MT  1.00001088   +0 02 01.7
 NK0710;UTM  15      - 4,650,922.342   462,728.050   MT  0.99961709   -0 18 04.5
 NK0710
 NK0710                          SUPERSEDED SURVEY CONTROL
 NK0710
 NK0710  NAD 83(1986)-  42 00 33.98926(N)    093 27 00.41537(W) AD(       ) 4
 NK0710  NAD 27      -  42 00 34.04000(N)    093 26 59.65000(W) AD(       ) 3
 NK0710
 NK0710.Superseded values are not recommended for survey control.
 NK0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0710.See file dsdata.txt to determine how the superseded data were derived.
 NK0710
 NK0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG6272850922(NAD 83)
 NK0710_MARKER: 51 = TANK
 NK0710
 NK0710  HISTORY     - Date     Condition        Report By
 NK0710  HISTORY     - 1926     FIRST OBSERVED   CGS
 NK0710
 NK0710                          STATION DESCRIPTION
 NK0710
 NK0710'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0924 ***********************************************************************
 OO0924  DESIGNATION -  NEW HAMPTON
 OO0924  PID         -  OO0924
 OO0924  STATE/COUNTY-  IA/CHICKASAW
 OO0924  USGS QUAD   -  NEW HAMPTON (1972)
 OO0924
 OO0924                         *CURRENT SURVEY CONTROL
 OO0924  ___________________________________________________________________
 OO0924* NAD 83(1996)-  43 03 38.71215(N)    092 18 51.45307(W)     ADJUSTED  
 OO0924* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 OO0924  ___________________________________________________________________
 OO0924  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 OO0924  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 OO0924
 OO0924  HORZ ORDER  -  FIRST
 OO0924
 OO0924.The horizontal coordinates were established by classical geodetic methods
 OO0924.and adjusted by the National Geodetic Survey in May 1999..
 OO0924
 OO0924.The orthometric height was scaled from a topographic map.
 OO0924
 OO0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0924
 OO0924.The geoid height was determined by GEOID03.
 OO0924
 OO0924;                    North         East     Units Scale Factor Converg.
 OO0924;SPC IA N     - 1,174,043.611 1,596,582.251   MT  0.99996887   +0 48 13.0
 OO0924;UTM  15      - 4,767,789.523   555,835.882   MT  0.99963835   +0 28 05.5
 OO0924
 OO0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0924!SPC IA N     -   0.99994978  x   0.99996887  =   0.99991865
 OO0924!UTM  15      -   0.99994978  x   0.99963835  =   0.99958815
 OO0924
 OO0924:                Primary Azimuth Mark                     Grid Az
 OO0924:SPC IA N     -  NEW HAMPTON AZ MK                        003 21 15.4
 OO0924:UTM  15      -  NEW HAMPTON AZ MK                        003 41 22.9
 OO0924
 OO0924|---------------------------------------------------------------------|
 OO0924| PID    Reference Object                     Distance      Geod. Az  |
 OO0924|                                                           dddmmss.s |
 OO0924| AI2499 NEW HAMPTON AZ MK                                  0040928.4 |
 OO0924| NK0479 BARKER                              APPROX.17.3 KM 1531313.5 |
 OO0924| OO0921 NEW HAMPTON MUN WTR WORKS STK       234.562 METERS 16043     |
 OO0924| OO0922 NEW HAMPTON MUN WTR WORKS TANK      225.571 METERS 16509     |
 OO0924| OO0919 NEW HAMPTON ST PAUL EV LUTH CH      494.558 METERS 1683405.9 |
 OO0924| AI2500 NEW HAMPTON RM 1                     45.415 METERS 18454     |
 OO0924| OO0923 NEW HAMPTON ST MARYS CATH CH        APPROX. 0.6 KM 1985110.5 |
 OO0924| AI2501 NEW HAMPTON RM 2                     32.940 METERS 26830     |
 OO0924| AI2536 NEW HAMPTON RM 3                     16.520 METERS 27814     |
 OO0924| OO0920 NEW HAMPTON ST JOSEPHS CATH CH      424.811 METERS 2830226.2 |
 OO0924|---------------------------------------------------------------------|
 OO0924
 OO0924                          SUPERSEDED SURVEY CONTROL
 OO0924
 OO0924  NAD 83(1996)-  43 03 38.71203(N)    092 18 51.45314(W) AD(       ) 1
 OO0924  NAD 83(1986)-  43 03 38.70505(N)    092 18 51.45285(W) AD(       ) 1
 OO0924  NAD 27      -  43 03 38.79300(N)    092 18 50.81900(W) AD(       ) 1
 OO0924
 OO0924.Superseded values are not recommended for survey control.
 OO0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0924.See file dsdata.txt to determine how the superseded data were derived.
 OO0924
 OO0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5583667790(NAD 83)
 OO0924_MARKER: DS = TRIANGULATION STATION DISK
 OO0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0924_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0924_STAMPING: NEW HAMPTON 1934
 OO0924_MARK LOGO: CGS   
 OO0924_PROJECTION: RECESSED 10 CENTIMETERS
 OO0924_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0924+STABILITY: SURFACE MOTION
 OO0924
 OO0924  HISTORY     - Date     Condition        Report By
 OO0924  HISTORY     - 1934     MONUMENTED       CGS
 OO0924  HISTORY     - 19810621 GOOD             NGS
 OO0924
 OO0924                          STATION DESCRIPTION
 OO0924
 OO0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0924'STATION IS IN THE CITY OF NEW HAMPTON ON THE E LAWN OF THE COURT
 OO0924'HOUSE IN SEC. 7, T 95 N, R 12 W.  IT IS 24 FEET W OF FACE OF W
 OO0924'CURB OF LOCUST STREET, 47 FEET W OF CENTER LINE OF LOCUST
 OO0924'STREET, 170 FEET N OF FACE OF N CURB OF WEST PROSPECT AVENUE,
 OO0924'AND 67 FEET E OF THE SE CORNER OF CHICKASAW COUNTY COURTHOUSE.
 OO0924'THE MARK IS FLUSH WITH THE TOP OF THE GROUND.  THIS COURTHOUSE
 OO0924'WAS ERECTED IN 1929.
 OO0924'
 OO0924'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OO0924'BRONZE DISKS SET IN CONCRETE.
 OO0924'
 OO0924'REFERENCE MARK NO. 1 IS S OF THE STATION, 36 FEET W OF FACE OF
 OO0924'W CURB OF LOCUST STREET, 21 FEET N OF FACE OF N CURB OF W PROSPECT
 OO0924'AVENUE, 12 FEET SW OF CENTER OF GUN CARRIAGE IN THE SE CORNER OF
 OO0924'COURTHOUSE LAWN (G.A.R. MEMORIAL).  MARK IS FLUSH WITH THE
 OO0924'TOP OF THE GROUND.
 OO0924'
 OO0924'REFERENCE MARK NO. 2 IS W OF THE STATION, 2 FEET E OF THE E
 OO0924'PARAPET WALL OF MAIN ENTRANCE OF COURTHOUSE AND 2 FEET S OF
 OO0924'CURTAIN WELL OF COURTHOUSE.  MARK IS FLUSH WITH THE TOP OF
 OO0924'THE GROUND.
 OO0924'
 OO0924'AZIMUTH MARK IS NNE OF THE STATION, 25 FEET E OF CENTER
 OO0924'LINE OF LOCUST STREET, 7 FEET S OF AN 18-INCH MAPLE TREE, 2 FEET
 OO0924'W OF W EDGE OF SIDEWALK, AND ABOUT 65 FEET S OF E JEFFERSON
 OO0924'STREET.  MARK IS FLUSH WITH THE TOP OF THE GROUND.
 OO0924'
 OO0924'ALL LIGHTS CAME INTO VIEW AT 50 FEET.
 OO0924
 OO0924                          STATION RECOVERY (1981)
 OO0924
 OO0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 OO0924'THE SURFACE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 OO0924'RECOVERED IN GOOD CONDITION AND AS PREVIOUSKY DESCRIBED EXCEPT THE
 OO0924'SURFACE STATION MARK IS NOW ABOUT 4 INCHES BELOW THE SURFACE AND
 OO0924'REFERENCE MARK 1 IS ABOUT 2 INCHES BELOW THE SURFACE.  REFERENCE MARK
 OO0924'2 WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK 3 WAS ESTABLISHED.
 OO0924'THE AZIMUTH MARK IS BLOCKED BY A POWERLINE POLE AND THERE IS NO
 OO0924'SUITABLE LOCATION FOR ANOTHER ONE DUE TO BUILDINGS AND TREES.  THE
 OO0924'ORIGINAL DESCRIPTION IS ADEQUATE.  A DESCRIPTION FOR REFERENCE MARK 3
 OO0924'FOLLOWS.  REFERENCE MARK 3 IS A STANDARD DISK, STAMPED--NEW HAMPTON
 OO0924'1934 NO 3 1981---CEMENTED IN A DRILLED HOLE IN A SIDEWALK NEAR THE
 OO0924'SOUTHEAST CORNER OF THE CHICKASAW COUNTY COURTHOUSE.  IT IS 55.0 FT
 OO0924'(16.8 M) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE COURTHOUSE,
 OO0924'14.8 FT (4.5 M) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE
 OO0924'COURTHOUSE AND IS ABOUT 2 FT (0.6 M) HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0921 ***********************************************************************
 OO0921  DESIGNATION -  NEW HAMPTON MUN WTR WORKS STK
 OO0921  PID         -  OO0921
 OO0921  STATE/COUNTY-  IA/CHICKASAW
 OO0921  USGS QUAD   -  NEW HAMPTON (1972)
 OO0921
 OO0921                         *CURRENT SURVEY CONTROL
 OO0921  ___________________________________________________________________
 OO0921* NAD 83(1996)-  43 03 31.53787(N)    092 18 48.02879(W)     ADJUSTED  
 OO0921* NAVD 88     -                                                        
 OO0921  ___________________________________________________________________
 OO0921  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 OO0921  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 OO0921
 OO0921  HORZ ORDER  -  THIRD
 OO0921
 OO0921.The horizontal coordinates were established by classical geodetic methods
 OO0921.and adjusted by the National Geodetic Survey in May 1999..
 OO0921
 OO0921
 OO0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0921
 OO0921.The geoid height was determined by GEOID03.
 OO0921
 OO0921;                    North         East     Units Scale Factor Converg.
 OO0921;SPC IA N     - 1,173,823.333 1,596,662.833   MT  0.99996863   +0 48 15.3
 OO0921;UTM  15      - 4,767,568.850   555,915.146   MT  0.99963846   +0 28 07.8
 OO0921
 OO0921                          SUPERSEDED SURVEY CONTROL
 OO0921
 OO0921  NAD 83(1996)-  43 03 31.53775(N)    092 18 48.02885(W) AD(       ) 4
 OO0921  NAD 83(1986)-  43 03 31.53058(N)    092 18 48.02877(W) AD(       ) 4
 OO0921  NAD 27      -  43 03 31.61900(N)    092 18 47.39400(W) AD(       ) 3
 OO0921
 OO0921.Superseded values are not recommended for survey control.
 OO0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0921.See file dsdata.txt to determine how the superseded data were derived.
 OO0921
 OO0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5591567569(NAD 83)
 OO0921_MARKER: 63 = STACK
 OO0921
 OO0921  HISTORY     - Date     Condition        Report By
 OO0921  HISTORY     - 1934     FIRST OBSERVED   CGS
 OO0921
 OO0921                          STATION DESCRIPTION
 OO0921
 OO0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0921'STATION IS THE CENTER OF A PLAIN, ROUND, RED BRICK STACK,
 OO0921'APPROXIMATELY 75 FEET IN HEIGHT, AT THE REAR OF THE BUILDING
 OO0921'HOUSING THE NEW HAMPTON MUNICIPAL LIGHT AND WATER WORKS.  THE
 OO0921'PLANT IS LOCATED ON SPRING STREET, ABOUT 100 FEET E OF LOCUST
 OO0921'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0922 ***********************************************************************
 OO0922  DESIGNATION -  NEW HAMPTON MUN WTR WORKS TANK
 OO0922  PID         -  OO0922
 OO0922  STATE/COUNTY-  IA/CHICKASAW
 OO0922  USGS QUAD   -  NEW HAMPTON (1972)
 OO0922
 OO0922                         *CURRENT SURVEY CONTROL
 OO0922  ___________________________________________________________________
 OO0922* NAD 83(1996)-  43 03 31.64678(N)    092 18 48.89754(W)     ADJUSTED  
 OO0922* NAVD 88     -                                                        
 OO0922  ___________________________________________________________________
 OO0922  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 OO0922  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 OO0922
 OO0922  HORZ ORDER  -  THIRD
 OO0922
 OO0922.The horizontal coordinates were established by classical geodetic methods
 OO0922.and adjusted by the National Geodetic Survey in May 1999..
 OO0922
 OO0922
 OO0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0922
 OO0922.The geoid height was determined by GEOID03.
 OO0922
 OO0922;                    North         East     Units Scale Factor Converg.
 OO0922;SPC IA N     - 1,173,826.417 1,596,643.129   MT  0.99996863   +0 48 14.7
 OO0922;UTM  15      - 4,767,572.049   555,895.468   MT  0.99963843   +0 28 07.2
 OO0922
 OO0922                          SUPERSEDED SURVEY CONTROL
 OO0922
 OO0922  NAD 83(1996)-  43 03 31.64666(N)    092 18 48.89761(W) AD(       ) 4
 OO0922  NAD 83(1986)-  43 03 31.63949(N)    092 18 48.89753(W) AD(       ) 4
 OO0922  NAD 27      -  43 03 31.72900(N)    092 18 48.26400(W) AD(       ) 3
 OO0922
 OO0922.Superseded values are not recommended for survey control.
 OO0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0922.See file dsdata.txt to determine how the superseded data were derived.
 OO0922
 OO0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5589567572(NAD 83)
 OO0922_MARKER: 53 = ELEVATED TANK
 OO0922
 OO0922  HISTORY     - Date     Condition        Report By
 OO0922  HISTORY     - 1934     FIRST OBSERVED   CGS
 OO0922
 OO0922                          STATION DESCRIPTION
 OO0922
 OO0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0922'STATION IS THE LIGHT ATOP THE WATER TANK OF THE MUNICIPAL WATER
 OO0922'TANK OF NEW HAMPTON.  THE TANK HAS A CONICAL TOP, A SPHERICAL
 OO0922'BOTTOM, A BALL AND WEATHER VANE ON TOP.  IT IS PAINTED BLACK,
 OO0922'IS APPROXIMATELY 100 FEET HIGH, AND IS WELL ABOVE THE SURROUNDING
 OO0922'OBJECTS.  IT IS LOCATED ADJACENT TO THE MUNICIPAL LIGHT AND
 OO0922'WATER WORKS, ABOUT 200 FEET E OF LOCUST STREET AND 100 FEET N
 OO0922'OF SPRING STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0920 ***********************************************************************
 OO0920  DESIGNATION -  NEW HAMPTON ST JOSEPHS CATH CH
 OO0920  PID         -  OO0920
 OO0920  STATE/COUNTY-  IA/CHICKASAW
 OO0920  USGS QUAD   -  NEW HAMPTON (1972)
 OO0920
 OO0920                         *CURRENT SURVEY CONTROL
 OO0920  ___________________________________________________________________
 OO0920* NAD 83(1996)-  43 03 41.81793(N)    092 19 09.74291(W)     ADJUSTED  
 OO0920* NAVD 88     -                                                        
 OO0920  ___________________________________________________________________
 OO0920  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 OO0920  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 OO0920
 OO0920  HORZ ORDER  -  THIRD
 OO0920
 OO0920.The horizontal coordinates were established by classical geodetic methods
 OO0920.and adjusted by the National Geodetic Survey in May 1999..
 OO0920
 OO0920
 OO0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0920
 OO0920.The geoid height was determined by GEOID03.
 OO0920
 OO0920;                    North         East     Units Scale Factor Converg.
 OO0920;SPC IA N     - 1,174,133.649 1,596,167.104   MT  0.99996897   +0 48 00.6
 OO0920;UTM  15      - 4,767,881.960   555,421.407   MT  0.99963778   +0 27 53.0
 OO0920
 OO0920                          SUPERSEDED SURVEY CONTROL
 OO0920
 OO0920  NAD 83(1996)-  43 03 41.81782(N)    092 19 09.74299(W) AD(       ) 4
 OO0920  NAD 83(1986)-  43 03 41.81066(N)    092 19 09.74294(W) AD(       ) 4
 OO0920  NAD 27      -  43 03 41.89900(N)    092 19 09.10900(W) AD(       ) 3
 OO0920
 OO0920.Superseded values are not recommended for survey control.
 OO0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0920.See file dsdata.txt to determine how the superseded data were derived.
 OO0920
 OO0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5542167882(NAD 83)
 OO0920_MARKER: 90 = CHURCH SPIRE
 OO0920
 OO0920  HISTORY     - Date     Condition        Report By
 OO0920  HISTORY     - 1934     FIRST OBSERVED   CGS
 OO0920
 OO0920                          STATION DESCRIPTION
 OO0920
 OO0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0920'STATION IS THE CENTER OF A TALL, WOODEN SHINGLED SPIRE SURMOUNTED
 OO0920'BY A GOLD CROSS AND LIGHTNING ROD.  IT IS OCTAGONAL IN SHAPE
 OO0920'WITH THE N, E, S AND W FACES BROADER THAN THE OTHERS.  AT
 OO0920'ONE-THIRD OF THE HEIGHT OF THE SPIRE THERE ARE FOUR SMALL DORMERS
 OO0920'ON THE FOUR PRINCIPAL SIDES.  THE BASE OF THE SPIRE IS A SQUARE
 OO0920'BRICK TOWER WITH FOUR BRICK GABLES, EACH SURMOUNTED WITH AN
 OO0920'ORNAMENTAL CROSS.  THE HEIGHT TO THE TOP IS APPROXIMATELY 100
 OO0920'FEET, AND IS WELL ABOVE THE SURROUNDING TREES.  THE CORNER
 OO0920'STONE OF ST. JOSEPHS CATHOLIC CHURCH WAS LAID MAY 14, 1899.
 OO0920'THE CHURCH IS ON BROADWAY IN NEW HAMPTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0923 ***********************************************************************
 OO0923  DESIGNATION -  NEW HAMPTON ST MARYS CATH CH
 OO0923  PID         -  OO0923
 OO0923  STATE/COUNTY-  IA/CHICKASAW
 OO0923  USGS QUAD   -  NEW HAMPTON (1972)
 OO0923
 OO0923                         *CURRENT SURVEY CONTROL
 OO0923  ___________________________________________________________________
 OO0923* NAD 83(1996)-  43 03 19.53280(N)    092 19 00.38355(W)     ADJUSTED  
 OO0923* NAVD 88     -                                                        
 OO0923  ___________________________________________________________________
 OO0923  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 OO0923  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 OO0923
 OO0923  HORZ ORDER  -  THIRD
 OO0923
 OO0923.The horizontal coordinates were established by classical geodetic methods
 OO0923.and adjusted by the National Geodetic Survey in May 1999..
 OO0923
 OO0923
 OO0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0923
 OO0923.The geoid height was determined by GEOID03.
 OO0923
 OO0923;                    North         East     Units Scale Factor Converg.
 OO0923;SPC IA N     - 1,173,448.993 1,596,388.482   MT  0.99996824   +0 48 06.9
 OO0923;UTM  15      - 4,767,196.246   555,638.700   MT  0.99963808   +0 27 59.2
 OO0923
 OO0923                          SUPERSEDED SURVEY CONTROL
 OO0923
 OO0923  NAD 83(1996)-  43 03 19.53268(N)    092 19 00.38362(W) AD(       ) 4
 OO0923  NAD 83(1986)-  43 03 19.52550(N)    092 19 00.38357(W) AD(       ) 4
 OO0923  NAD 27      -  43 03 19.61300(N)    092 18 59.74900(W) AD(       ) 3
 OO0923
 OO0923.Superseded values are not recommended for survey control.
 OO0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0923.See file dsdata.txt to determine how the superseded data were derived.
 OO0923
 OO0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5563967196(NAD 83)
 OO0923_MARKER: 90 = CHURCH SPIRE
 OO0923
 OO0923  HISTORY     - Date     Condition        Report By
 OO0923  HISTORY     - 1934     FIRST OBSERVED   CGS
 OO0923
 OO0923                          STATION DESCRIPTION
 OO0923
 OO0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0923'STATION IS THE CENTER OF A TALL, VERY SLIM SPIRE SURMOUNTED BY
 OO0923'A GOLD CROSS AND LIGHTNING ROD.  IT IS OCTAGONAL IN SHAPE, AND
 OO0923'HAS A ZINC COVERING ON THE ROOF.  AT THE MID-SECTION OF THE SPIRE
 OO0923'THERE IS A SMALL ORNAMENTAL MOLDING AROUND IT.  THE TOP OF THE
 OO0923'SPIRE IS APPROXIMATELY 100 FEET ABOVE THE GROUND AND CLEARS
 OO0923'THE TREES AND SURROUNDING OBJECTS WELL.  ST. MARYS ROMAN
 OO0923'CATHOLIC CHURCH IS ON WALNUT STREET IN NEW HAMPTON AND WAS
 OO0923'ERECTED IN 1893.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0919 ***********************************************************************
 OO0919  DESIGNATION -  NEW HAMPTON ST PAUL EV LUTH CH
 OO0919  PID         -  OO0919
 OO0919  STATE/COUNTY-  IA/CHICKASAW
 OO0919  USGS QUAD   -  NEW HAMPTON (1972)
 OO0919
 OO0919                         *CURRENT SURVEY CONTROL
 OO0919  ___________________________________________________________________
 OO0919* NAD 83(1996)-  43 03 23.00390(N)    092 18 47.12151(W)     ADJUSTED  
 OO0919* NAVD 88     -                                                        
 OO0919  ___________________________________________________________________
 OO0919  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 OO0919  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 OO0919
 OO0919  HORZ ORDER  -  THIRD
 OO0919
 OO0919.The horizontal coordinates were established by classical geodetic methods
 OO0919.and adjusted by the National Geodetic Survey in May 1999..
 OO0919
 OO0919
 OO0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0919
 OO0919.The geoid height was determined by GEOID03.
 OO0919
 OO0919;                    North         East     Units Scale Factor Converg.
 OO0919;SPC IA N     - 1,173,560.302 1,596,687.058   MT  0.99996835   +0 48 15.9
 OO0919;UTM  15      - 4,767,305.769   555,937.824   MT  0.99963849   +0 28 08.3
 OO0919
 OO0919                          SUPERSEDED SURVEY CONTROL
 OO0919
 OO0919  NAD 83(1996)-  43 03 23.00378(N)    092 18 47.12158(W) AD(       ) 4
 OO0919  NAD 83(1986)-  43 03 22.99658(N)    092 18 47.12149(W) AD(       ) 4
 OO0919  NAD 27      -  43 03 23.08600(N)    092 18 46.48900(W) AD(       ) 3
 OO0919
 OO0919.Superseded values are not recommended for survey control.
 OO0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0919.See file dsdata.txt to determine how the superseded data were derived.
 OO0919
 OO0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5593867306(NAD 83)
 OO0919_MARKER: 90 = CHURCH SPIRE
 OO0919
 OO0919  HISTORY     - Date     Condition        Report By
 OO0919  HISTORY     - 1934     FIRST OBSERVED   CGS
 OO0919
 OO0919                          STATION DESCRIPTION
 OO0919
 OO0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0919'STATION IS THE CENTER OF A TALL, WOODEN-SHINGLED SPIRE SURMOUNTED
 OO0919'BY AN ORNAMENTAL THREE-DIMENSIONAL CROSS.  IT IS OCTAGONAL IN
 OO0919'SHAPE, AT THE ONE-THIRD ITS HEIGHT HAS A SMALL DORMER ON EACH
 OO0919'FACE, AND AT TWO-THIRDS ITS HEIGHT HAS A SMALL ORNAMENTAL MOULDING
 OO0919'AROUND IT.  THE SPIRE IS APPROXIMATELY 100 FEET TO THE TOP.  THE
 OO0919'NAME ON THE FRONT OF THE CHURCH IS EV. LUTH. ST. PAULS KIRCHE.
 OO0919'THE CHURCH WAS ERECTED IN 1900 AND IS LOCATED ON WATER STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0815 ***********************************************************************
 LD0815  DESIGNATION -  NEW LONDON MUN P AND L S STK
 LD0815  PID         -  LD0815
 LD0815  STATE/COUNTY-  IA/HENRY
 LD0815  USGS QUAD   -  NEW LONDON (1981)
 LD0815
 LD0815                         *CURRENT SURVEY CONTROL
 LD0815  ___________________________________________________________________
 LD0815* NAD 83(1996)-  40 55 31.94444(N)    091 23 37.62456(W)     ADJUSTED  
 LD0815* NAVD 88     -                                                        
 LD0815  ___________________________________________________________________
 LD0815  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 LD0815  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LD0815
 LD0815  HORZ ORDER  -  THIRD
 LD0815
 LD0815.The horizontal coordinates were established by classical geodetic methods
 LD0815.and adjusted by the National Geodetic Survey in May 1999..
 LD0815
 LD0815
 LD0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0815
 LD0815.The geoid height was determined by GEOID03.
 LD0815
 LD0815;                    North         East     Units Scale Factor Converg.
 LD0815;SPC IA S     -   104,927.186   677,381.640   MT  0.99995986   +1 23 14.5
 LD0815;UTM  15      - 4,531,733.327   635,239.630   MT  0.99982511   +1 03 08.5
 LD0815
 LD0815                          SUPERSEDED SURVEY CONTROL
 LD0815
 LD0815  NAD 83(1986)-  40 55 31.95169(N)    091 23 37.63374(W) AD(       ) 4
 LD0815  NAD 27      -  40 55 31.83400(N)    091 23 37.08200(W) AD(       ) 3
 LD0815
 LD0815.Superseded values are not recommended for survey control.
 LD0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0815.See file dsdata.txt to determine how the superseded data were derived.
 LD0815
 LD0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF3524031733(NAD 83)
 LD0815_MARKER: 63 = STACK
 LD0815
 LD0815  HISTORY     - Date     Condition        Report By
 LD0815  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0815
 LD0815                          STATION DESCRIPTION
 LD0815
 LD0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0815'STATION IS LOCATED IN THE EAST EDGE OF NEW LONDON ON THE
 LD0815'NORTH SIDE OF U.S. HIGHWAY 34.  IT IS THE SOUTHERN ONE OF
 LD0815'TWO METAL STACKS.  THEY ARE SILVER IN COLOR WITH THE TOP SIX
 LD0815'FEET PAINTED BLACK AND ARE ABOUT 110 FEET IN HEIGHT.  THE TOP
 LD0815'OF THE STACK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0817 ***********************************************************************
 LD0817  DESIGNATION -  NEW LONDON MUNICIPAL TANK
 LD0817  PID         -  LD0817
 LD0817  STATE/COUNTY-  IA/HENRY
 LD0817  USGS QUAD   -  NEW LONDON (1981)
 LD0817
 LD0817                         *CURRENT SURVEY CONTROL
 LD0817  ___________________________________________________________________
 LD0817* NAD 83(1996)-  40 55 34.29758(N)    091 24 18.35429(W)     ADJUSTED  
 LD0817* NAVD 88     -                                                        
 LD0817  ___________________________________________________________________
 LD0817  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 LD0817  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 LD0817
 LD0817  HORZ ORDER  -  THIRD
 LD0817
 LD0817.The horizontal coordinates were established by classical geodetic methods
 LD0817.and adjusted by the National Geodetic Survey in May 1999..
 LD0817
 LD0817
 LD0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0817
 LD0817.The geoid height was determined by GEOID03.
 LD0817
 LD0817;                    North         East     Units Scale Factor Converg.
 LD0817;SPC IA S     -   104,976.742   676,427.248   MT  0.99995980   +1 22 47.7
 LD0817;UTM  15      - 4,531,788.454   634,285.674   MT  0.99982195   +1 02 41.8
 LD0817
 LD0817                          SUPERSEDED SURVEY CONTROL
 LD0817
 LD0817  NAD 83(1986)-  40 55 34.30496(N)    091 24 18.36384(W) AD(       ) 4
 LD0817  NAD 27      -  40 55 34.18900(N)    091 24 17.81000(W) AD(       ) 3
 LD0817
 LD0817.Superseded values are not recommended for survey control.
 LD0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0817.See file dsdata.txt to determine how the superseded data were derived.
 LD0817
 LD0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF3428631788(NAD 83)
 LD0817_MARKER: 53 = ELEVATED TANK
 LD0817
 LD0817  HISTORY     - Date     Condition        Report By
 LD0817  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0817
 LD0817                          STATION DESCRIPTION
 LD0817
 LD0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0817'THE STATION IS LOCATED IN THE TOWN OF NEW LONDON, ON THE NORTH
 LD0817'SIDE OF U.S. HIGHWAY 34 AND IN THE SOUTHWEST CORNER OF THE CITY
 LD0817'PARK.
 LD0817'
 LD0817'THE TANK IS A LARGE METAL TANK, PAINTED SILVER, SUPPORTED BY
 LD0817'FOUR STEEL LEGS AND IS ABOUT 140 FEET HIGH.  THE CENTER OF THE
 LD0817'TANK WAS TRAVERSED TO.  IT IS 32.829 METERS, (107.706) FEET
 LD0817'SOUTH OF TRIANGULATION STATION LONDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0601 ***********************************************************************
 MH0601  DESIGNATION -  NEWBERG GRAIN ELEV NW CORNER
 MH0601  PID         -  MH0601
 MH0601  STATE/COUNTY-  IA/JASPER
 MH0601  USGS QUAD   -  NEWBURG (1980)
 MH0601
 MH0601                         *CURRENT SURVEY CONTROL
 MH0601  ___________________________________________________________________
 MH0601* NAD 83(1996)-  41 48 59.12709(N)    092 46 27.61284(W)     ADJUSTED  
 MH0601* NAVD 88     -                                                        
 MH0601  ___________________________________________________________________
 MH0601  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 MH0601  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MH0601
 MH0601  HORZ ORDER  -  THIRD
 MH0601
 MH0601.The horizontal coordinates were established by classical geodetic methods
 MH0601.and adjusted by the National Geodetic Survey in May 1999..
 MH0601
 MH0601
 MH0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0601
 MH0601.The geoid height was determined by GEOID03.
 MH0601
 MH0601;                    North         East     Units Scale Factor Converg.
 MH0601;SPC IA S     -   201,969.894   560,293.897   MT  1.00000604   +0 28 40.8
 MH0601;SPC IA N     - 1,035,406.493 1,560,296.797   MT  1.00005483   +0 29 30.5
 MH0601;UTM  15      - 4,629,418.949   518,742.506   MT  0.99960432   +0 09 01.7
 MH0601
 MH0601                          SUPERSEDED SURVEY CONTROL
 MH0601
 MH0601  NAD 83(1986)-  41 48 59.13478(N)    092 46 27.61834(W) AD(       ) 4
 MH0601  NAD 27      -  41 48 59.16400(N)    092 46 26.92600(W) AD(       ) 3
 MH0601
 MH0601.Superseded values are not recommended for survey control.
 MH0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0601.See file dsdata.txt to determine how the superseded data were derived.
 MH0601
 MH0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1874329419(NAD 83)
 MH0601_MARKER: 65 = GRAIN ELEVATOR
 MH0601
 MH0601  HISTORY     - Date     Condition        Report By
 MH0601  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0601
 MH0601                          STATION DESCRIPTION
 MH0601
 MH0601'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0889 ***********************************************************************
 NL0889  DESIGNATION -  NEWELL
 NL0889  PID         -  NL0889
 NL0889  STATE/COUNTY-  IA/BUENA VISTA
 NL0889  USGS QUAD   -  VARINA (1979)
 NL0889
 NL0889                         *CURRENT SURVEY CONTROL
 NL0889  ___________________________________________________________________
 NL0889* NAD 83(1996)-  42 38 38.36759(N)    094 57 18.85355(W)     ADJUSTED  
 NL0889* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 NL0889  ___________________________________________________________________
 NL0889  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 NL0889  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 NL0889
 NL0889  HORZ ORDER  -  SECOND
 NL0889
 NL0889.The horizontal coordinates were established by classical geodetic methods
 NL0889.and adjusted by the National Geodetic Survey in May 1999..
 NL0889
 NL0889.The orthometric height was scaled from a topographic map.
 NL0889
 NL0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0889
 NL0889.The geoid height was determined by GEOID03.
 NL0889
 NL0889;                    North         East     Units Scale Factor Converg.
 NL0889;SPC IA N     - 1,128,097.505 1,380,668.191   MT  0.99994545   -0 59 10.6
 NL0889;UTM  15      - 4,723,134.970   339,712.240   MT  0.99991610   -1 19 29.4
 NL0889
 NL0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0889!SPC IA N     -   0.99994380  x   0.99994545  =   0.99988926
 NL0889!UTM  15      -   0.99994380  x   0.99991610  =   0.99985991
 NL0889
 NL0889:                Primary Azimuth Mark                     Grid Az
 NL0889:SPC IA N     -  NEWELL AZ MK                             006 18 45.9
 NL0889:UTM  15      -  NEWELL AZ MK                             006 39 04.7
 NL0889
 NL0889|---------------------------------------------------------------------|
 NL0889| PID    Reference Object                     Distance      Geod. Az  |
 NL0889|                                                           dddmmss.s |
 NL0889| CI6020 NEWELL AZ MK                                       0051935.3 |
 NL0889| NL0882 FONDA OUR LADY GOOD COUNSEL CH      APPROX.11.1 KM 1260624.8 |
 NL0889| NL0888 FONDA MUNICIPAL TANK                APPROX.11.5 KM 1284604.6 |
 NL0889| CI6021 NEWELL RM 1                          25.997 METERS 20936     |
 NL0889| NL0557 NEWELL MUNICIPAL TANK               APPROX. 5.7 KM 2213120.6 |
 NL0889| CI6022 NEWELL RM 2                          31.475 METERS 29706     |
 NL0889|---------------------------------------------------------------------|
 NL0889
 NL0889                          SUPERSEDED SURVEY CONTROL
 NL0889
 NL0889  NAD 83(1996)-  42 38 38.36743(N)    094 57 18.85364(W) AD(       ) 2
 NL0889  NAD 83(1986)-  42 38 38.36393(N)    094 57 18.85071(W) AD(       ) 2
 NL0889  NAD 27      -  42 38 38.44400(N)    094 57 17.89200(W) AD(       ) 2
 NL0889
 NL0889.Superseded values are not recommended for survey control.
 NL0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0889.See file dsdata.txt to determine how the superseded data were derived.
 NL0889
 NL0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH3971223135(NAD 83)
 NL0889_MARKER: DS = TRIANGULATION STATION DISK
 NL0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0889
 NL0889  HISTORY     - Date     Condition        Report By
 NL0889  HISTORY     - 1950     MONUMENTED       CGS
 NL0889  HISTORY     - 19890608 GOOD             USPSQD
 NL0889
 NL0889                          STATION DESCRIPTION
 NL0889
 NL0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0889'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF THE
 NL0889'TOWN OF NEWELL, ON A SMALL KNOLL ABOUT 75 YARDS NORTH OF
 NL0889'MR. LOUIE LARSENS BARN.  IT IS 96.5 FEET EAST OF A NORTH
 NL0889'AND SOUTH LOT FENCE, 75 FEET NORTH OF AN EAST AND WEST LOT
 NL0889'FENCE AND 57 FEET WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK
 NL0889'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 NL0889'STAMPED NEWELL 1950.
 NL0889'
 NL0889'REFERENCE MARK NO. 1 IS 101 FEET NORTH-NORTHWEST OF THE
 NL0889'NORTHWEST CORNER OF A CATTLE SHED, 56 FEET EAST OF A T-FENCE
 NL0889'CORNER, 3.9 FEET EAST OF A WITNESS POST AND 1.5 FEET NORTH
 NL0889'OF A LOT FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 NL0889'STAMPED NEWELL NO 1 1950.
 NL0889'
 NL0889'REFERENCE MARK NO. 2 IS 77 FEET SOUTH OF THE NORTH END OF A
 NL0889'ROW OF TREES AND 1 FOOT EAST OF A FENCE ALONG THE EAST SIDE
 NL0889'OF ROW OF TREES.  THE MARK PROJECTS 6 INCHES AND THE DISK
 NL0889'IS STAMPED NEWELL NO 2 1950.
 NL0889'
 NL0889'AZIMUTH MARK IS 110 FEET NORTH OF THE CENTERLINE OF AN EAST
 NL0889'AND WEST ROAD, 30 FEET EAST OF THE CENTERLINE OF A NORTH
 NL0889'AND SOUTH ROAD, 3 FEET SOUTH OF A WITNESS POST AND 1 FOOT
 NL0889'WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH WITH THE
 NL0889'SURFACE OF THE GROUND AND THE DISK IS STAMPED NEWELL 1950.
 NL0889'
 NL0889'TO REACH FROM THE RAILROAD STATION IN NEWELL, GO NORTH ON HARD
 NL0889'SURFACE ROAD 0.6 MILE TO A T-INTERSECTION, TURN RIGHT (EAST)
 NL0889'0.45 MILE TO A T-INTERSECTION, TURN LEFT (NORTH) ON COUNTY
 NL0889'ROUTE D 1.3 MILES TO CROSSROADS, TURN RIGHT (EAST) 2.0 MILES
 NL0889'TO A T-INTERSECTION, TURN LEFT (NORTH) 0.7 MILE TO MR. LOUIE
 NL0889'LARSENS HOME ON THE LEFT AND THE STATION AS DESCRIBED.
 NL0889'
 NL0889'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO MR. LARSENS
 NL0889'HOUSE, GO NORTH 0.25 MILE TO CROSSROADS AND THE MARK AS
 NL0889'DESCRIBED.
 NL0889'
 NL0889'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NL0889
 NL0889                          STATION RECOVERY (1989)
 NL0889
 NL0889'RECOVERY NOTE BY US POWER SQUADRON 1989 (DDB)
 NL0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0557 ***********************************************************************
 NL0557  DESIGNATION -  NEWELL MUNICIPAL TANK
 NL0557  PID         -  NL0557
 NL0557  STATE/COUNTY-  IA/BUENA VISTA
 NL0557  USGS QUAD   -  NEWELL WEST (1979)
 NL0557
 NL0557                         *CURRENT SURVEY CONTROL
 NL0557  ___________________________________________________________________
 NL0557* NAD 83(1996)-  42 36 18.91274(N)    095 00 05.96217(W)     ADJUSTED  
 NL0557* NAVD 88     -                                                        
 NL0557  ___________________________________________________________________
 NL0557  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 NL0557  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 NL0557
 NL0557  HORZ ORDER  -  THIRD
 NL0557
 NL0557.The horizontal coordinates were established by classical geodetic methods
 NL0557.and adjusted by the National Geodetic Survey in May 1999..
 NL0557
 NL0557
 NL0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0557
 NL0557.The geoid height was determined by GEOID03.
 NL0557
 NL0557;                    North         East     Units Scale Factor Converg.
 NL0557;SPC IA N     - 1,123,861.818 1,376,785.718   MT  0.99994596   -1 01 03.9
 NL0557;UTM  15      - 4,718,922.357   335,804.928   MT  0.99993170   -1 21 19.1
 NL0557
 NL0557                          SUPERSEDED SURVEY CONTROL
 NL0557
 NL0557  NAD 83(1996)-  42 36 18.91254(N)    095 00 05.96250(W) AD(       ) 4
 NL0557  NAD 83(1986)-  42 36 18.90982(N)    095 00 05.95935(W) AD(       ) 4
 NL0557  NAD 27      -  42 36 18.98300(N)    095 00 05.01500(W) AD(       ) 3
 NL0557
 NL0557.Superseded values are not recommended for survey control.
 NL0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0557.See file dsdata.txt to determine how the superseded data were derived.
 NL0557
 NL0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH3580518922(NAD 83)
 NL0557_MARKER: 53 = ELEVATED TANK
 NL0557
 NL0557  HISTORY     - Date     Condition        Report By
 NL0557  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0557  HISTORY     - 1950     GOOD             CGS
 NL0557
 NL0557                          STATION DESCRIPTION
 NL0557
 NL0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0557'THIS STATION IS THE BLACK MUNICIPAL TANK IN THE VILLAGE
 NL0557'OF NEWELL, IOWA.  IT IS LOCATED IN THE SOUTHEASTERN PART OF
 NL0557'THE TOWN, NEAR THE INTERSECTION OF FRANKLIN AND SECOND STREETS.
 NL0557'IT WAS ERECTED IN 1905.  THE MUNICIPAL PUMPING STATION IS
 NL0557'AT THE BASE OF THE TANK, ON THE E SIDE.
 NL0557'
 NL0557'THE TANK HAS FOUR I-BEAM LEGS ABOUT 90 FEET HIGH.  THE LEGS
 NL0557'ARE SUPPORTED BY TWO SETS OF CROSS MEMBERS.  ON THE SECOND
 NL0557'SET THERE IS A RED FIRE SIREN, ON THE NW CORNER.  FROM THE
 NL0557'JUNCTION POINT OF THE LEGS AN OVAL SECTION EXTENDS DOWNWARD
 NL0557'ABOUT 20 FEET, FROM THE CENTER OF WHICH A HEXAGONAL FEED
 NL0557'PIPE JACKET, COVERED WITH SHEET METAL, EXTENDS TO THE GROUND.
 NL0557'THERE IS A LARGE VALVE AT THE LOWER END OF THE JACKET.  THE
 NL0557'VERTICAL SECTION IS ABOUT 20 FEET HIGH AND HAS A CAT-WALK
 NL0557'AND RAIL AROUND ITS BASE.  THE ROOF OF THE TANK IS SLIGHTLY
 NL0557'CONICAL, EXTENDING UPWARD ABOUT 3 FEET.  THERE IS A BLACK
 NL0557'BALL AT ITS APEX, AND A WEATHERVANE ON TOP OF THE BALL.
 NL0557'THE TOTAL HEIGHT IS ABOUT 125 FEET.
 NL0557
 NL0557                          STATION RECOVERY (1950)
 NL0557
 NL0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0557'THE STATION IS LOCATED IN THE VILLAGE OF NEWELL.  IT IS
 NL0557'APPROXIMATELY 110 FEET HIGH, HAS FOUR LEGS AND IS PAINTED SILVER.
 NL0557'POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK.
 NL0557'
 NL0557'THIS STATION WAS ESTABLISHED IN 1934.
 NL0557'
 NL0557'TO REACH THE STATION FROM THE RAILROAD STATION IN NEWELL, GO
 NL0557'SOUTH FOR 0.1 MILE TO A STREET INTERSECTION.  TURN LEFT AND
 NL0557'GO EAST FOR 0.05 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0640 ***********************************************************************
 MH0640  DESIGNATION -  NEWMAN
 MH0640  PID         -  MH0640
 MH0640  STATE/COUNTY-  IA/LUCAS
 MH0640  USGS QUAD   -  NEWBERN (1982)
 MH0640
 MH0640                         *CURRENT SURVEY CONTROL
 MH0640  ___________________________________________________________________
 MH0640* NAD 83(1996)-  41 09 38.08544(N)    093 17 25.80067(W)     ADJUSTED  
 MH0640* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 MH0640  ___________________________________________________________________
 MH0640  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 MH0640  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 MH0640
 MH0640  HORZ ORDER  -  FIRST
 MH0640
 MH0640.The horizontal coordinates were established by classical geodetic methods
 MH0640.and adjusted by the National Geodetic Survey in May 1999..
 MH0640
 MH0640.The orthometric height was scaled from a topographic map.
 MH0640
 MH0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0640
 MH0640.The geoid height was determined by GEOID03.
 MH0640
 MH0640;                    North         East     Units Scale Factor Converg.
 MH0640;SPC IA S     -   128,901.669   517,582.537   MT  0.99994862   +0 08 16.8
 MH0640;UTM  15      - 4,556,623.801   475,627.867   MT  0.99960731   -0 11 28.3
 MH0640
 MH0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0640!SPC IA S     -   0.99995664  x   0.99994862  =   0.99990526
 MH0640!UTM  15      -   0.99995664  x   0.99960731  =   0.99956396
 MH0640
 MH0640:                Primary Azimuth Mark                     Grid Az
 MH0640:SPC IA S     -  PLEASANTVILLE WATER TOWER                004 06 23.5
 MH0640:UTM  15      -  PLEASANTVILLE WATER TOWER                004 26 08.6
 MH0640
 MH0640|---------------------------------------------------------------------|
 MH0640| PID    Reference Object                     Distance      Geod. Az  |
 MH0640|                                                           dddmmss.s |
 MH0640| MH0651 PLEASANTVILLE WATER TOWER           APPROX.25.1 KM 0041440.3 |
 MH0640| MH0632 KNOXVILLE WATER TOWER               APPROX.23.3 KM 0405035.3 |
 MH0640| MH0633 KNOXVILLE COURTHOUSE                APPROX.23.9 KM 0424204.0 |
 MH0640| CL9117 NEWMAN AZ MK                                       0884006.0 |
 MH0640| CL9118 NEWMAN RM 1                          60.167 METERS 08936     |
 MH0640| MH0638 WILLIAMSON HI PT TIPPLE MINE 4      APPROX. 7.2 KM 1362334.6 |
 MH0640| CL9119 NEWMAN RM 2                                        16846     |
 MH0640| MH0643 CHARITON HIGHEST SMOKESTACK         APPROX.16.0 KM 1831202.8 |
 MH0640| MH0641 CHARITON LUCAS CO CTHSE CLKTWR      APPROX.16.2 KM 1850742.9 |
 MH0640| MH0646 CHARITON CONG CHURCH STEEPLE        APPROX.16.0 KM 1851902.3 |
 MH0640| MH0642 CHARITON WATER TANK                 APPROX.16.4 KM 1852653.0 |
 MH0640| MH0645 CHARITON EVAN LUTHERAN CHURCH       APPROX.15.9 KM 1852923.3 |
 MH0640| CL9120 NEWMAN RM 3                          34.637 METERS 31302     |
 MH0640|---------------------------------------------------------------------|
 MH0640
 MH0640                          SUPERSEDED SURVEY CONTROL
 MH0640
 MH0640  NAD 83(1986)-  41 09 38.09029(N)    093 17 25.81173(W) AD(       ) 1
 MH0640  NAD 27      -  41 09 38.09820(N)    093 17 25.05920(W) AD(       ) 1
 MH0640
 MH0640.Superseded values are not recommended for survey control.
 MH0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0640.See file dsdata.txt to determine how the superseded data were derived.
 MH0640
 MH0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF7562856624(NAD 83)
 MH0640_MARKER: DS = TRIANGULATION STATION DISK
 MH0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0640
 MH0640  HISTORY     - Date     Condition        Report By
 MH0640  HISTORY     - 1928     MONUMENTED       CGS
 MH0640  HISTORY     - 1934     GOOD             IOWAGS
 MH0640  HISTORY     - 1956     GOOD             CGS
 MH0640
 MH0640                          STATION DESCRIPTION
 MH0640
 MH0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 MH0640'ABOUT 1 MILE EAST OF THE VILLAGE OF NEWBERN, 10 MILES NORTH
 MH0640'OF CHARITON, IN THE NORTHEAST CORNER OF THE NORTHEAST QUARTER
 MH0640'OF SEC. 5, T. 73 N., R. 21 W., ON LAND OWNED BY WM. NEWMAN.
 MH0640'THE STATION IS 14.35 METERS SOUTH OF THE CENTER LINE OF THE
 MH0640'EAST-WEST ROAD WHICH IS THE LINE BETWEEN LUCAS AND MARION
 MH0640'COUNTIES, 66.58 METERS WEST OF THE CENTER LINE OF THE EAST-WEST
 MH0640'ROAD.
 MH0640'
 MH0640'SURFACE STATION MARK IS A STANDARD DISK TRIANGULATION MARK
 MH0640'SET IN CONCRETE POST 18 INCHES BELOW SURFACE OF GROUND.
 MH0640'UNDERGROUND MARK IS A STANDARD DISK TRIANGULATION MARK SET
 MH0640'IN CONCRETE BLOCK 6.5 FEET BELOW SURFACE OF GROUND.
 MH0640'
 MH0640'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 6.30
 MH0640'METERS WEST OF THE CENTER LINE OF THE ROAD, 0.50 METERS EAST
 MH0640'OF THE FENCE LINE.
 MH0640'
 MH0640'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION,
 MH0640'6.30 METERS WEST OF THE CENTER LINE OF ROAD, 0.50 METERS EAST
 MH0640'OF THE FENCE.
 MH0640'
 MH0640'HEIGHT OF SIGNAL ABOVE STATION MARK - 30.5 METERS.
 MH0640
 MH0640                          STATION RECOVERY (1934)
 MH0640
 MH0640'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MH0640'MONUMENT IS 18 INCHES BELOW SURFACE AND IN GOOD CONDITION.
 MH0640'
 MH0640'REFERENCE MARK NO. 2 IS IN GOOD CONDITION, DISTANCE FROM STATION
 MH0640'WAS NOT MEASURED.  STATION IS 197.3 FEET WEST OF REFERENCE MARK
 MH0640'NO. 1, 26.9 FEET SOUTH OF SOUTH FENCE, 68.9 FEET SOUTH OF NORTH
 MH0640'FENCE, 108.6 FEET SOUTHEAST OF CORNER FENCE POST ON SOUTH AND
 MH0640'WEST OF GARDEN, AND 138.0 FEET SOUTHWEST OF SOUTHWEST CORNER
 MH0640'OF HOUSE ON NORTH.
 MH0640
 MH0640                          STATION RECOVERY (1956)
 MH0640
 MH0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0640'THE STATION MARK, AND REFERENCE MARKS NOS. 1 AND 2 WERE
 MH0640'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW REFERENCE
 MH0640'MARK NO. 3, AND A NEW AZIMUTH MARK WERE SET.
 MH0640'
 MH0640'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT
 MH0640'10 MILES NORTH OF CHARITON AND 1 MILE EAST OF THE VILLAGE OF
 MH0640'NEWBERN, IN THE NORTHEAST QUARTER OF SECTION 5, T.73 N., R.21 W.,
 MH0640'ON LAND OWNED BY THE YOUNGREN BROTHERS.
 MH0640'
 MH0640'TO REACH STATION FROM THE CROSSROADS IN THE SOUTH EDGE OF THE
 MH0640'VILLAGE OF NEWBERN, GO EAST ON GRAVEL ROAD FOR 1.1 MILES TO
 MH0640'STATION ON THE RIGHT.  TO REACH AZIMUTH MARK FROM THE CROSSROADS,
 MH0640'AT STATION, GO EAST ON GRAVEL ROAD FOR 0.9 MILE TO MARK ON
 MH0640'THE LEFT.
 MH0640'
 MH0640'STATION MARK, A STANDARD DISK STAMPED NEWMAN 1928, IS SET IN
 MH0640'A SQUARE CONCRETE POST 18 INCHES BELOW SURFACE OF GROUND.  IT
 MH0640'IS 195 FEET WEST OF THE CORNER FENCE POST, 142 FEET SOUTH-SOUTHWEST
 MH0640'OF THE SOUTHWEST CORNER OF FARM HOUSE, AND 45 FEET SOUTH OF
 MH0640'CENTER OF THE EAST-WEST GRAVEL ROAD.  A STANDARD WITNESS POST
 MH0640'WAS SET 13 FEET NORTH OF MARK IN FENCE LINE.
 MH0640'
 MH0640'REFERENCE MARK 1, A STANDARD DISK STAMPED NEWMAN R.M. 1 1928,
 MH0640'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH GROUND
 MH0640'SURFACE.  IT IS 45 FEET SOUTH OF CENTER OF EAST-WEST ROAD, 21
 MH0640'FEET WEST OF NORTH-SOUTH ROAD, AND 9 FEET SOUTH OF FENCE CORNER.
 MH0640'
 MH0640'REFERENCE MARK 2, A STANDARD DISK STAMPED NEWMAN R.M. 2 1928,
 MH0640'IS SET IN A SQUARE CONCRETE POST WHICH IS 1 INCH BELOW GROUND
 MH0640'SURFACE.  IT IS 1,045 FEET SOUTH OF THE CROSSROAD INTERSECTION,
 MH0640'18 FEET WEST OF CENTER OF ROAD, AND 2 FEET EAST OF FENCE LINE.
 MH0640'A STANDARD WITNESS POST WAS SET 2 FEET SOUTHWEST OF MARK.
 MH0640'
 MH0640'REFERENCE MARK 3, A STANDARD DISK STAMPED NEWMAN NO 3 1928,
 MH0640'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MH0640'IT IS 101 FEET WEST OF A POWER LINE POLE WITH TRANSFORMER,
 MH0640'32 FEET NORTH OF CENTER OF ROAD, AND 1 FOOT SOUTH OF RIGHT-OF-WAY
 MH0640'FENCE.
 MH0640'
 MH0640'AZIMUTH MARK, A STANDARD DISK STAMPED NEWMAN 1928, IS SET IN
 MH0640'A SQUARE CONCRETE POST WHICH IS FLUSH WITH GROUND SURFACE.
 MH0640'IT IS 58 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOME
 MH0640'OF MR. GEORGE RINEHART, 31 FEET NORTH OF CENTER OF ROAD, 30
 MH0640'FEET WEST OF DRIVEWAY, AND 2 FEET WEST OF A POWER LINE POLE
 MH0640'WITH TRANSFORMER.  A STANDARD WITNESS POST WAS SET 2 FEET EAST
 MH0640'OF MARK.
 MH0640'
 MH0640'NOTE--A 90 FT. TOWER WAS USED.  DISTANCE FROM STATION TO
 MH0640'REFERENCE MARK 2 WAS NOT MEASURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0613 ***********************************************************************
 MH0613  DESIGNATION -  NEWTON COURTHOUSE
 MH0613  PID         -  MH0613
 MH0613  STATE/COUNTY-  IA/JASPER
 MH0613  USGS QUAD   -  NEWTON (1965)
 MH0613
 MH0613                         *CURRENT SURVEY CONTROL
 MH0613  ___________________________________________________________________
 MH0613* NAD 83(1996)-  41 42 00.01331(N)    093 03 15.21989(W)     ADJUSTED  
 MH0613* NAVD 88     -                                                        
 MH0613  ___________________________________________________________________
 MH0613  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 MH0613  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 MH0613
 MH0613  HORZ ORDER  -  THIRD
 MH0613
 MH0613.The horizontal coordinates were established by classical geodetic methods
 MH0613.and adjusted by the National Geodetic Survey in May 1999..
 MH0613
 MH0613
 MH0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0613
 MH0613.The geoid height was determined by GEOID03.
 MH0613
 MH0613;                    North         East     Units Scale Factor Converg.
 MH0613;SPC IA S     -   188,882.861   537,104.860   MT  0.99998627   +0 17 37.1
 MH0613;UTM  15      - 4,616,470.272   495,487.955   MT  0.99960025   -0 02 09.9
 MH0613
 MH0613                          SUPERSEDED SURVEY CONTROL
 MH0613
 MH0613  NAD 83(1986)-  41 41 59.99759(N)    093 03 15.19104(W) AD(       ) 4
 MH0613  NAD 27      -  41 42 00.04400(N)    093 03 14.47500(W) AD(       ) 3
 MH0613
 MH0613.Superseded values are not recommended for survey control.
 MH0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0613.See file dsdata.txt to determine how the superseded data were derived.
 MH0613
 MH0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG9548816470(NAD 83)
 MH0613_MARKER: 87 = DOME
 MH0613
 MH0613  HISTORY     - Date     Condition        Report By
 MH0613  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0613  HISTORY     - 1957     GOOD             CGS
 MH0613  HISTORY     - 1957     GOOD             USGS
 MH0613  HISTORY     - 1968     GOOD             CGS
 MH0613
 MH0613                          STATION DESCRIPTION
 MH0613
 MH0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MH0613'THE POSITION OF THIS STATION WAS DETERMINED IN 1930 BUT
 MH0613'THE STATION WAS NOT DESCRIBED.  THE STATION IS THE CENTER OF
 MH0613'THE BASE OF A FLAGPOLE AT THE TOP OF THE DOME OF THE JASPER
 MH0613'COUNTY COURTHOUSE LOCATED IN THE CENTRAL SECTION OF NEWTON.
 MH0613'THE DOME IS A GREY STONE STRUCTURE ON A STONE BUILDING.  THE
 MH0613'OVERALL HEIGHT IS ABOUT 150 FEET AND THERE IS A LARGE CLOCK
 MH0613'MOUNTED IN FOUR SIDES OF THE DOME.
 MH0613
 MH0613                          STATION RECOVERY (1957)
 MH0613
 MH0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MH0613'RECOVERED AS DESCRIBED.
 MH0613
 MH0613                          STATION RECOVERY (1968)
 MH0613
 MH0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (AS)
 MH0613'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0616 ***********************************************************************
 MH0616  DESIGNATION -  NEWTON HIGHEST SMOKESTACK
 MH0616  PID         -  MH0616
 MH0616  STATE/COUNTY-  IA/JASPER
 MH0616  USGS QUAD   -  NEWTON (1965)
 MH0616
 MH0616                         *CURRENT SURVEY CONTROL
 MH0616  ___________________________________________________________________
 MH0616* NAD 83(1996)-  41 41 56.14114(N)    093 03 19.90193(W)     ADJUSTED  
 MH0616* NAVD 88     -                                                        
 MH0616  ___________________________________________________________________
 MH0616  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 MH0616  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MH0616
 MH0616  HORZ ORDER  -  THIRD
 MH0616
 MH0616.The horizontal coordinates were established by classical geodetic methods
 MH0616.and adjusted by the National Geodetic Survey in May 1999..
 MH0616
 MH0616
 MH0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0616
 MH0616.The geoid height was determined by GEOID03.
 MH0616
 MH0616;                    North         East     Units Scale Factor Converg.
 MH0616;SPC IA S     -   188,762.845   536,997.216   MT  0.99998610   +0 17 34.0
 MH0616;UTM  15      - 4,616,350.925   495,379.663   MT  0.99960026   -0 02 13.0
 MH0616
 MH0616                          SUPERSEDED SURVEY CONTROL
 MH0616
 MH0616  NAD 83(1986)-  41 41 56.14137(N)    093 03 19.90434(W) AD(       ) 4
 MH0616  NAD 27      -  41 41 56.18800(N)    093 03 19.19100(W) AD(       ) 3
 MH0616
 MH0616.Superseded values are not recommended for survey control.
 MH0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0616.See file dsdata.txt to determine how the superseded data were derived.
 MH0616
 MH0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG9538016351(NAD 83)
 MH0616_MARKER: 63 = STACK
 MH0616
 MH0616  HISTORY     - Date     Condition        Report By
 MH0616  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0616
 MH0616                          STATION DESCRIPTION
 MH0616
 MH0616'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0615 ***********************************************************************
 MH0615  DESIGNATION -  NEWTON MAYTAG CO STACK
 MH0615  PID         -  MH0615
 MH0615  STATE/COUNTY-  IA/JASPER
 MH0615  USGS QUAD   -  NEWTON (1965)
 MH0615
 MH0615                         *CURRENT SURVEY CONTROL
 MH0615  ___________________________________________________________________
 MH0615* NAD 83(1996)-  41 42 09.50703(N)    093 03 34.98064(W)     ADJUSTED  
 MH0615* NAVD 88     -                                                        
 MH0615  ___________________________________________________________________
 MH0615  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 MH0615  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 MH0615
 MH0615  HORZ ORDER  -  THIRD
 MH0615
 MH0615.The horizontal coordinates were established by classical geodetic methods
 MH0615.and adjusted by the National Geodetic Survey in May 1999..
 MH0615
 MH0615
 MH0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0615
 MH0615.The geoid height was determined by GEOID03.
 MH0615
 MH0615;                    North         East     Units Scale Factor Converg.
 MH0615;SPC IA S     -   189,173.427   536,646.484   MT  0.99998667   +0 17 24.1
 MH0615;UTM  15      - 4,616,763.358   495,031.435   MT  0.99960030   -0 02 23.0
 MH0615
 MH0615                          SUPERSEDED SURVEY CONTROL
 MH0615
 MH0615  NAD 83(1986)-  41 42 09.51049(N)    093 03 34.98275(W) AD(       ) 4
 MH0615  NAD 27      -  41 42 09.55800(N)    093 03 34.25900(W) AD(       ) 3
 MH0615
 MH0615.Superseded values are not recommended for survey control.
 MH0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0615.See file dsdata.txt to determine how the superseded data were derived.
 MH0615
 MH0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG9503116763(NAD 83)
 MH0615_MARKER: 63 = STACK
 MH0615
 MH0615  HISTORY     - Date     Condition        Report By
 MH0615  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0615  HISTORY     - 1957     GOOD             CGS
 MH0615  HISTORY     - 1968     GOOD             CGS
 MH0615
 MH0615                          STATION DESCRIPTION
 MH0615
 MH0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MH0615'THE POSITION OF THIS STATION WAS DETERMINED IN 1930 BUT THE
 MH0615'STATION WAS NOT DESCRIBED.  THE STATION IS THE CENTER OF THE
 MH0615'TOP OF THE MAYTAG COMPANY STACK LOCATED AT THE NORTHWEST
 MH0615'CORNER OF THE COMPANY PLANT AT THE SOUTHEAST CORNER OF THE
 MH0615'INTERSECTION OF 4TH AVENUE WEST AND 7TH STREET NORTH IN THE
 MH0615'NORTHWEST SECTION OF NEWTON.  THE STACK IS A WHITE CONCRETE
 MH0615'STRUCTURE WITH A BLACK BAND AROUND THE TOP.  THE HEIGHT
 MH0615'IS ABOUT 200 FEET AND THE NAME MAYTAG IS PAINTED VERTICALLY
 MH0615'ON THE WEST SIDE IN BLACK LETTERS.
 MH0615
 MH0615                          STATION RECOVERY (1968)
 MH0615
 MH0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (AS)
 MH0615'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0614 ***********************************************************************
 MH0614  DESIGNATION -  NEWTON MAYTAG CO TANK
 MH0614  PID         -  MH0614
 MH0614  STATE/COUNTY-  IA/JASPER
 MH0614  USGS QUAD   -  NEWTON (1965)
 MH0614
 MH0614                         *CURRENT SURVEY CONTROL
 MH0614  ___________________________________________________________________
 MH0614* NAD 83(1996)-  41 42 07.38944(N)    093 03 28.48950(W)     ADJUSTED  
 MH0614* NAVD 88     -                                                        
 MH0614  ___________________________________________________________________
 MH0614  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 MH0614  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 MH0614
 MH0614  HORZ ORDER  -  THIRD
 MH0614
 MH0614.The horizontal coordinates were established by classical geodetic methods
 MH0614.and adjusted by the National Geodetic Survey in May 1999..
 MH0614
 MH0614
 MH0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0614
 MH0614.The geoid height was determined by GEOID03.
 MH0614
 MH0614;                    North         East     Units Scale Factor Converg.
 MH0614;SPC IA S     -   189,108.858   536,796.893   MT  0.99998658   +0 17 28.3
 MH0614;UTM  15      - 4,616,697.950   495,181.412   MT  0.99960029   -0 02 18.7
 MH0614
 MH0614                          SUPERSEDED SURVEY CONTROL
 MH0614
 MH0614  NAD 83(1986)-  41 42 07.39222(N)    093 03 28.48898(W) AD(       ) 4
 MH0614  NAD 27      -  41 42 07.43400(N)    093 03 27.76000(W) AD(       ) 3
 MH0614
 MH0614.Superseded values are not recommended for survey control.
 MH0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0614.See file dsdata.txt to determine how the superseded data were derived.
 MH0614
 MH0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG9518116698(NAD 83)
 MH0614_MARKER: 51 = TANK
 MH0614
 MH0614  HISTORY     - Date     Condition        Report By
 MH0614  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0614  HISTORY     - 1968     GOOD             CGS
 MH0614
 MH0614                          STATION DESCRIPTION
 MH0614
 MH0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (AS)
 MH0614'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0610 ***********************************************************************
 MH0610  DESIGNATION -  NEWTON MUNICIPAL TANK
 MH0610  PID         -  MH0610
 MH0610  STATE/COUNTY-  IA/JASPER
 MH0610  USGS QUAD   -  NEWTON (1965)
 MH0610
 MH0610                         *CURRENT SURVEY CONTROL
 MH0610  ___________________________________________________________________
 MH0610* NAD 83(1996)-  41 41 55.35419(N)    093 03 20.16408(W)     ADJUSTED  
 MH0610* NAVD 88     -                                                        
 MH0610  ___________________________________________________________________
 MH0610  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 MH0610  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MH0610
 MH0610  HORZ ORDER  -  THIRD
 MH0610
 MH0610.The horizontal coordinates were established by classical geodetic methods
 MH0610.and adjusted by the National Geodetic Survey in May 1999..
 MH0610
 MH0610
 MH0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0610
 MH0610.The geoid height was determined by GEOID03.
 MH0610
 MH0610;                    North         East     Units Scale Factor Converg.
 MH0610;SPC IA S     -   188,738.536   536,991.278   MT  0.99998607   +0 17 33.8
 MH0610;UTM  15      - 4,616,326.659   495,373.589   MT  0.99960026   -0 02 13.2
 MH0610
 MH0610                          SUPERSEDED SURVEY CONTROL
 MH0610
 MH0610  NAD 83(1986)-  41 41 55.35570(N)    093 03 20.16878(W) AD(       ) 4
 MH0610  NAD 27      -  41 41 55.38200(N)    093 03 19.47300(W) AD(       ) 3
 MH0610
 MH0610.Superseded values are not recommended for survey control.
 MH0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0610.See file dsdata.txt to determine how the superseded data were derived.
 MH0610
 MH0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG9537416327(NAD 83)
 MH0610_MARKER: 53 = ELEVATED TANK
 MH0610
 MH0610  HISTORY     - Date     Condition        Report By
 MH0610  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0610  HISTORY     - 1957     GOOD             CGS
 MH0610  HISTORY     - 1968     GOOD             CGS
 MH0610
 MH0610                          STATION DESCRIPTION
 MH0610
 MH0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MH0610'THE POSITION OF THE STATION WAS DETERMINED IN 1930 BUT THE
 MH0610'STATION WAS NOT DESCRIBED.  THE STATION IS THE CENTER OF THE
 MH0610'TOP OF THE MUNICIPAL WATER TANK LOCATED AT THE NORTHEAST
 MH0610'CORNER OF 2ND AVENUE WEST AND 3RD STREET SOUTH IN THE CENTRAL
 MH0610'SECTION OF NEWTON.  IT IS A STEEL TANK SUPPORTED BY A FOUR
 MH0610'LEGGED STEEL STRUCTURE AND IS PAINTED ALUMINUM WITH A RED
 MH0610'ROOF.  THE HEIGHT IS ABOUT 150 FEET.
 MH0610'
 MH0610'NOTE--THERE IS ANOTHER AND LARGER TANK IN THE SOUTHEAST
 MH0610'ANGLE OF THIS INTERSECTION AND ABOUT 200 FEET SOUTH WHICH
 MH0610'WAS ERECTED IN 1935.
 MH0610
 MH0610                          STATION RECOVERY (1968)
 MH0610
 MH0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (AS)
 MH0610'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0789 ***********************************************************************
 MH0789  DESIGNATION -  NEWTPORT
 MH0789  PID         -  MH0789
 MH0789  STATE/COUNTY-  IA/JASPER
 MH0789  USGS QUAD   -  NEWTON (1965)
 MH0789
 MH0789                         *CURRENT SURVEY CONTROL
 MH0789  ___________________________________________________________________
 MH0789* NAD 83(1996)-  41 40 33.55153(N)    093 01 22.74334(W)     ADJUSTED  
 MH0789* NAVD 88     -       289.0    (meters)     948.     (feet)  VERTCON   
 MH0789  ___________________________________________________________________
 MH0789  X           -    -251,616.440 (meters)                     COMP
 MH0789  Y           -  -4,764,556.843 (meters)                     COMP
 MH0789  Z           -   4,218,962.453 (meters)                     COMP
 MH0789  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 MH0789  ELLIP HEIGHT-         257.21  (meters)          (05/06/99) GPS OBS
 MH0789  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 MH0789
 MH0789  HORZ ORDER  -  THIRD
 MH0789  ELLP ORDER  -  FOURTH    CLASS I
 MH0789
 MH0789.This mark is at Newton Municipal Airport (TNU)
 MH0789
 MH0789.The horizontal coordinates were established by GPS observations
 MH0789.and adjusted by the National Geodetic Survey in May 1999..
 MH0789
 MH0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0789
 MH0789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0789
 MH0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0789
 MH0789.The ellipsoidal height was determined by GPS observations
 MH0789.and is referenced to NAD 83.
 MH0789
 MH0789.The geoid height was determined by GEOID03.
 MH0789
 MH0789;                    North         East     Units Scale Factor Converg.
 MH0789;SPC IA S     -   186,229.217   539,720.085   MT  0.99998270   +0 18 51.2
 MH0789;UTM  15      - 4,613,802.655   498,086.872   MT  0.99960005   -0 00 55.0
 MH0789
 MH0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0789!SPC IA S     -   0.99995966  x   0.99998270  =   0.99994236
 MH0789!UTM  15      -   0.99995966  x   0.99960005  =   0.99955972
 MH0789
 MH0789:                Primary Azimuth Mark                     Grid Az
 MH0789:SPC IA S     -  NEWTPORT AZ MK                           320 35 59.0
 MH0789:UTM  15      -  NEWTPORT AZ MK                           320 55 45.2
 MH0789
 MH0789|---------------------------------------------------------------------|
 MH0789| PID    Reference Object                     Distance      Geod. Az  |
 MH0789|                                                           dddmmss.s |
 MH0789| MH0790 NEWTPORT AZ MK                      APPROX. 0.6 KM 3205450.2 |
 MH0789|---------------------------------------------------------------------|
 MH0789
 MH0789                          SUPERSEDED SURVEY CONTROL
 MH0789
 MH0789  NAD 83(1986)-  41 40 33.55576(N)    093 01 22.74882(W) AD(       ) 3
 MH0789  NGVD 29 (07/09/90)  289.0    (m)          948.     (f) GPS OBS        
 MH0789
 MH0789.Superseded values are not recommended for survey control.
 MH0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0789.See file dsdata.txt to determine how the superseded data were derived.
 MH0789
 MH0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG9808713803(NAD 83)
 MH0789_MARKER: I = METAL ROD
 MH0789_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MH0789_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MH0789_STAMPING: NEWTPORT 1989
 MH0789_MARK LOGO: NGS   
 MH0789_PROJECTION: FLUSH
 MH0789_MAGNETIC: I = MARKER IS A STEEL ROD
 MH0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0789+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MH0789_ROD/PIPE-DEPTH: 6.5  meters
 MH0789_SLEEVE-DEPTH  : 0.91 meters
 MH0789
 MH0789  HISTORY     - Date     Condition        Report By
 MH0789  HISTORY     - 1989     MONUMENTED       NGS
 MH0789  HISTORY     - 19910510 GOOD             NGS
 MH0789
 MH0789                          STATION DESCRIPTION
 MH0789
 MH0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MH0789'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) SOUTHEAST OF NEWTON, 2.0
 MH0789'KM (1.25 MI) WEST OF THE EXIT 168 OF INTERSTATE HIGHWAY 80, AT THE
 MH0789'NEWTON MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE ENTRANCE RAMP AND
 MH0789'RUNWAY.  OWNERSHIP--CITY OF NEWTON, NEWTON, IA 50208, PHONE (515)
 MH0789'792-2858.  THE AIRPORT MANAGER IS EARL JOHNSON, PHONE (515) 792-1292.
 MH0789'TO REACH THE STATION FROM EXIT 168 OF INTERSTATE HIGHWAY 80, ABOUT 5.0
 MH0789'KM (3.10 MI) EAST-SOUTHEAST OF NEWTON, GO SOUTH ON A PAVED COUNTY ROAD
 MH0789'FROM THE SOUTH ENTRANCE RAMP OF EXIT 168 FOR 0.4 KM (0.25 MI) TO THE
 MH0789'JUNCTION OF A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON THE
 MH0789'GRAVEL ROAD FOR 4.2 KM (2.60 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 MH0789'LEFT.  TURN LEFT, SOUTHEAST, ON THE ENTRANCE ROAD FOR 0.3 KM
 MH0789'(0.20 MI) TO THE TAXIWAY.  TURN LEFT ON THE TAXIWAY FOR 0.3 KM
 MH0789'(0.20 MI) TO THE ENTRANCE RAMP AND THE STATION ON THE RIGHT.
 MH0789'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MH0789'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 MH0789'LOCATED 29.5 M (96.8 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 17.5 M
 MH0789'(57.4 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE RAMP, 11.9 M
 MH0789'(39.0 FT) NORTH OF THE CURVED EDGE OF THE ENTRANCE RAMP AND 6.5 M
 MH0789'(21.3 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 MH0789'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MH0789'DESCRIBED BY M. L. MCCREADY.
 MH0789
 MH0789                          STATION RECOVERY (1991)
 MH0789
 MH0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MH0789'THE STATION IS LOCATED APPROXIMATELY 2100 FT (640.1 M) SE OF THE NW
 MH0789'END OF THE RUNWAY, EAST OF THE RUNWAY, AND NW OF A TAXIWAY.  THE
 MH0789'STATION IS 20.5 FT (6.2 M) NE OF THE EASTERN MOST OF TWO TAXIWAY
 MH0789'LIGHTS (NGS WITNESS POST IS SET ADJACENT TO THIS LT), 88 FT (26.8 M)
 MH0789'NE OF THE RUNWAY CENTERLINE, 59.8 FT (18.2 M) SE OF THE FIRST RUNWAY
 MH0789'LIGHT NW OF THE INTERSECTION WITH THE TAXIWAY, AND 58 FT (17.7 M) NW
 MH0789'OF A TAXIWAY CENTERLINE.  THE STATION IS THE TOP OF A STAINLESS STEEL
 MH0789'ROD DRIVEN INTO THE GROUND AND ENCASED IN A 5 INCH PVC PIPE WITH
 MH0789'GEODETIC CONTROL MARK LOGO CAP.  THE DESIGNATION NEWPORT 1989 IS
 MH0789'STAMPED IN THE RIM OF THE LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0790 ***********************************************************************
 MH0790  DESIGNATION -  NEWTPORT AZ MK
 MH0790  PID         -  MH0790
 MH0790  STATE/COUNTY-  IA/JASPER
 MH0790  USGS QUAD   -  NEWTON (1965)
 MH0790
 MH0790                         *CURRENT SURVEY CONTROL
 MH0790  ___________________________________________________________________
 MH0790* NAD 83(1996)-  41 40 49.33645(N)    093 01 39.84672(W)     ADJUSTED  
 MH0790* NAVD 88     -       289.8    (meters)     951.     (feet)  VERTCON   
 MH0790  ___________________________________________________________________
 MH0790  X           -    -251,994.441 (meters)                     COMP
 MH0790  Y           -  -4,764,213.172 (meters)                     COMP
 MH0790  Z           -   4,219,326.733 (meters)                     COMP
 MH0790  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 MH0790  ELLIP HEIGHT-         258.01  (meters)          (05/06/99) GPS OBS
 MH0790  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 MH0790
 MH0790  HORZ ORDER  -  THIRD
 MH0790  ELLP ORDER  -  FOURTH    CLASS I
 MH0790
 MH0790.This mark is at Newton Municipal Airport (TNU)
 MH0790
 MH0790.The horizontal coordinates were established by GPS observations
 MH0790.and adjusted by the National Geodetic Survey in May 1999..
 MH0790
 MH0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0790
 MH0790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0790
 MH0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0790
 MH0790.The ellipsoidal height was determined by GPS observations
 MH0790.and is referenced to NAD 83.
 MH0790
 MH0790.The geoid height was determined by GEOID03.
 MH0790
 MH0790;                    North         East     Units Scale Factor Converg.
 MH0790;SPC IA S     -   186,714.039   539,321.845   MT  0.99998334   +0 18 39.9
 MH0790;UTM  15      - 4,614,289.572   497,691.578   MT  0.99960007   -0 01 06.4
 MH0790
 MH0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0790!SPC IA S     -   0.99995953  x   0.99998334  =   0.99994287
 MH0790!UTM  15      -   0.99995953  x   0.99960007  =   0.99955962
 MH0790
 MH0790:                Primary Azimuth Mark                     Grid Az
 MH0790:SPC IA S     -  NEWTPORT                                 140 35 59.0
 MH0790:UTM  15      -  NEWTPORT                                 140 55 45.3
 MH0790
 MH0790|---------------------------------------------------------------------|
 MH0790| PID    Reference Object                     Distance      Geod. Az  |
 MH0790|                                                           dddmmss.s |
 MH0790| MH0789 NEWTPORT                            APPROX. 0.6 KM 1405438.9 |
 MH0790|---------------------------------------------------------------------|
 MH0790
 MH0790                          SUPERSEDED SURVEY CONTROL
 MH0790
 MH0790  NAD 83(1986)-  41 40 49.34069(N)    093 01 39.85213(W) AD(       ) 3
 MH0790  NGVD 29 (07/09/90)  289.8    (m)          951.     (f) GPS OBS        
 MH0790
 MH0790.Superseded values are not recommended for survey control.
 MH0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0790.See file dsdata.txt to determine how the superseded data were derived.
 MH0790
 MH0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG9769214290(NAD 83)
 MH0790_MARKER: I = METAL ROD
 MH0790_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MH0790_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MH0790_STAMPING: NEWTPORT AZ MK 1989
 MH0790_MARK LOGO: NGS   
 MH0790_PROJECTION: FLUSH
 MH0790_MAGNETIC: I = MARKER IS A STEEL ROD
 MH0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0790+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MH0790_ROD/PIPE-DEPTH: 7.9  meters
 MH0790_SLEEVE-DEPTH  : 0.91 meters
 MH0790
 MH0790  HISTORY     - Date     Condition        Report By
 MH0790  HISTORY     - 1989     MONUMENTED       NGS
 MH0790  HISTORY     - 19910615 GOOD             NGS
 MH0790
 MH0790                          STATION DESCRIPTION
 MH0790
 MH0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MH0790'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) SOUTHEAST OF NEWTON, 2.0
 MH0790'KM (1.25 MI) WEST OF THE EXIT 168 OF INTERSTATE HIGHWAY 80 AND AT THE
 MH0790'NEWTON MUNICIPAL AIRPORT NEAR THE END OF THE TAXIWAY OF RUNWAY 13.
 MH0790'OWNERSHIP--CITY OF NEWTON, NEWTON, IA 50208, PHONE (515) 792-2858.
 MH0790'THE AIRPORT MANAGER IS EARL JOHNSON, PHONE (515) 792-1292.
 MH0790'TO REACH THE STATION FROM EXIT 168 OF INTERSTATE HIGHWAY 80, ABOUT 5.0
 MH0790'KM (3.10 MI) EAST-SOUTHEAST OF NEWTON, GO SOUTH ON A PAVED COUNTY ROAD
 MH0790'FROM THE SOUTH ENTRANCE RAMP OF EXIT 168 FOR 0.4 KM (0.25 MI) TO THE
 MH0790'JUNCTION OF A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON THE
 MH0790'GRAVEL ROAD FOR 4.2 KM (2.60 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 MH0790'LEFT.  TURN LEFT, SOUTHEAST, ON THE ENTRANCE ROAD FOR 0.3 KM
 MH0790'(0.20 MI) TO THE TAXIWAY.  TURN RIGHT ON THE TAXIWAY FOR 0.4 KM
 MH0790'(0.25 MI) TO THE THE STATION ON THE LEFT.
 MH0790'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MH0790'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 MH0790'LOCATED 23.5 M (77.1 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 18.1 M
 MH0790'(59.4 FT) SOUTHEAST OF THE CENTER OF THE TAXIWAY, 7.05 M (23.1 FT)
 MH0790'EAST OF THE CURVED EDGE OF THE TAXIWAY, 3.5 M (11.5 FT) EAST OF A
 MH0790'TAXIWAY LIGHT AND 3.45 M (11.3 FT) EAST OF A FIBERGLASS WITNESS POST.
 MH0790'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MH0790'DESCRIBED BY M. L. MCCREADY.
 MH0790
 MH0790                          STATION RECOVERY (1991)
 MH0790
 MH0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MH0790'THE STATION IS LOCATED AT THE NW END OF THE AIRPORT EAST OF THE RUNWAY
 MH0790'AND SE OF A TAXIWAY.  THE STATION IS 11.5 FT (3.5 M) NE OF THE EASTERN
 MH0790'MOST OF TWO TAXIWAY LIGHTS NGS WITNESS POST IS SET ADJACENT TO THIS
 MH0790'LIGHT, 98.8 FT (30.1 M) N OF THE FIRST RUNWAY LIGHT SE OF RUNWAY END
 MH0790'13, 77 FT (23.5 M) NE OF THE RUNWAY CENTERLINE, AND 59.6 FT (18.2 M)
 MH0790'SE OF THE TAXIWAY CENTERLINE.  THE STATION IS THE TOP OF A STAINLESS
 MH0790'STEEL ROD DRIVEN INTO THE GROUND AND ENCASED IN A 5 INCH PVC PIPE WITH
 MH0790'A GEODETIC CONTROL MARK LOGO CAP.  THE DESIGNATION NEWPORT AZ MK 1989
 MH0790'IS STAMPED IN THE RIM OF THE LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0807 ***********************************************************************
 MG0807  DESIGNATION -  NICHOLS
 MG0807  PID         -  MG0807
 MG0807  STATE/COUNTY-  IA/MUSCATINE
 MG0807  USGS QUAD   -  NICHOLS (1970)
 MG0807
 MG0807                         *CURRENT SURVEY CONTROL
 MG0807  ___________________________________________________________________
 MG0807* NAD 83(1996)-  41 28 52.61824(N)    091 16 54.46352(W)     ADJUSTED  
 MG0807* NAVD 88     -       191.4    (meters)     628.     (feet)  VERTCON   
 MG0807  ___________________________________________________________________
 MG0807  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 MG0807  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0807
 MG0807  HORZ ORDER  -  SECOND
 MG0807
 MG0807.The horizontal coordinates were established by classical geodetic methods
 MG0807.and adjusted by the National Geodetic Survey in May 1999..
 MG0807
 MG0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0807
 MG0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0807
 MG0807.The geoid height was determined by GEOID03.
 MG0807
 MG0807;                    North         East     Units Scale Factor Converg.
 MG0807;SPC IA S     -   166,858.208   685,237.470   MT  0.99996032   +1 27 40.1
 MG0807;UTM  15      - 4,593,611.203   643,450.074   MT  0.99985324   +1 08 17.8
 MG0807
 MG0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0807!SPC IA S     -   0.99997511  x   0.99996032  =   0.99993543
 MG0807!UTM  15      -   0.99997511  x   0.99985324  =   0.99982836
 MG0807
 MG0807|---------------------------------------------------------------------|
 MG0807| PID    Reference Object                     Distance      Geod. Az  |
 MG0807|                                                           dddmmss.s |
 MG0807| CL9126 NICHOLS RM 1                         21.885 METERS 08836     |
 MG0807| CL9127 NICHOLS RM 2                         19.897 METERS 27131     |
 MG0807| MG0782 NICHOLS AZ MK                       APPROX. 4.8 KM 3512652.0 |
 MG0807|---------------------------------------------------------------------|
 MG0807
 MG0807                          SUPERSEDED SURVEY CONTROL
 MG0807
 MG0807  NAD 83(1986)-  41 28 52.61704(N)    091 16 54.47143(W) AD(       ) 2
 MG0807  NAD 27      -  41 28 52.52862(N)    091 16 53.90597(W) AD(       ) 2
 MG0807  NGVD 29 (07/19/86)  191.5    (m)          628.     (f) VERT ANG       
 MG0807
 MG0807.Superseded values are not recommended for survey control.
 MG0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0807.See file dsdata.txt to determine how the superseded data were derived.
 MG0807
 MG0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4345093611(NAD 83)
 MG0807_MARKER: DD = SURVEY DISK
 MG0807_SETTING: 0 = UNSPECIFIED SETTING
 MG0807
 MG0807  HISTORY     - Date     Condition        Report By
 MG0807  HISTORY     - 1968     MONUMENTED       USGS
 MG0807  HISTORY     - 19980716 MARK NOT FOUND   USPSQD
 MG0807  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0807  HISTORY     - 20050618 POOR             GEOCAC
 MG0807
 MG0807                          STATION DESCRIPTION
 MG0807
 MG0807'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0807'THE STATION IS LOCATED 1.4 MI E. OF NICHOLS, IN THE RIGHT-OF-WAY
 MG0807'OF STATE HWYS. 22 AND 76, NEAR A GRAVEL RD. CROSSING AND QUARTER
 MG0807'COR. BETWEEN SECS. 11 AND 14, T. 77 N., R. 4 W.
 MG0807'
 MG0807'TO REACH THE STATION FROM THE JCT. OF STATE HWYS. 22 AND 76 IN
 MG0807'NICHOLS, DRIVE E. ON HWYS. 22 AND 76 FOR 1.4 MI TO A GRAVEL
 MG0807'RD. CROSSING AND STATION ON THE LEFT.
 MG0807'
 MG0807'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED NICHOLS
 MG0807'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 MG0807'WITH THE GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MG0807'
 MG0807'STATION IS 235 FT W.-NW. OF CENTER OF HWY. 22 AND 76 AT A
 MG0807'N.-S. RD. CROSSING, 58 FT N. OF THE CENTER OF THE HWY., 18 FT
 MG0807'W. OF A TELEPHONE POLE AND 3 FT S. OF THE RIGHT-OF-WAY FENCE AND A
 MG0807'METAL WITNESS POST.
 MG0807'
 MG0807'REFERENCE MARK NO. 1 IS 71.80 FT (21.885 M.) E. OF STATION, 167
 MG0807'FT W.-NW. OF GRAVEL RD. AND HWY. CROSSING, 59 FT N. OF CENTER OF
 MG0807'HWY., 55 FT E. OF A TELEPHONE POLE AND 0.5 FT S. OF RIGHT-OF-WAY
 MG0807'FENCE AND A METAL WITNESS POST.
 MG0807'
 MG0807'REFERENCE MARK NO. 2 IS 65.28 FT (19.897 M.) W. OF STATION, 60 FT
 MG0807'N. OF CENTER OF HWY., 83 FT W. OF A TELEPHONE POLE AND 0.5 FT
 MG0807'S. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MG0807'
 MG0807'STANDARD BRACED TRIPOD USED.
 MG0807
 MG0807                          STATION RECOVERY (1998)
 MG0807
 MG0807'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0807'MARK NOT FOUND.
 MG0807
 MG0807                          STATION RECOVERY (1998)
 MG0807
 MG0807'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0807'MARK NOT FOUND.
 MG0807
 MG0807                          STATION RECOVERY (2005)
 MG0807
 MG0807'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0807'FENCE, WITNESS POSTS, AND TELEPHONE POLES ARE GONE.  FOUND 29.2 FT NNW
 MG0807'OF SIGN POST FOR HWY 22, 1 INCH BELOW SURFACE. EAST SIDE OF DISK IS
 MG0807'BENT AND TILE IS SHATTERED, CONSISTENT WITH BEING RUN OVER BY HEAVY
 MG0807'EQUIPMENT. DISTANCES FROM REFERENCE MARKS INDICATE DISK MAY BE 0.2
 MG0807'FOOT TO EAST OF ORIGINAL POSITION. RM1 AND RM2 IN GOOD CONDITION 1 TO
 MG0807'2 INCHES BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0782 ***********************************************************************
 MG0782  DESIGNATION -  NICHOLS AZ MK
 MG0782  PID         -  MG0782
 MG0782  STATE/COUNTY-  IA/MUSCATINE
 MG0782  USGS QUAD   -  WEST LIBERTY (1965)
 MG0782
 MG0782                         *CURRENT SURVEY CONTROL
 MG0782  ___________________________________________________________________
 MG0782* NAD 83(1996)-  41 31 27.67589(N)    091 17 25.49218(W)     ADJUSTED  
 MG0782* NAVD 88     -       221.0    (meters)     725.     (feet)  VERTCON   
 MG0782  ___________________________________________________________________
 MG0782  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 MG0782  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 MG0782
 MG0782  HORZ ORDER  -  SECOND
 MG0782
 MG0782.The horizontal coordinates were established by classical geodetic methods
 MG0782.and adjusted by the National Geodetic Survey in May 1999..
 MG0782
 MG0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0782
 MG0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0782
 MG0782.The geoid height was determined by GEOID03.
 MG0782
 MG0782;                    North         East     Units Scale Factor Converg.
 MG0782;SPC IA S     -   171,621.850   684,396.366   MT  0.99996427   +1 27 19.6
 MG0782;UTM  15      - 4,598,378.976   642,635.875   MT  0.99985037   +1 08 00.7
 MG0782
 MG0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0782!SPC IA S     -   0.99997046  x   0.99996427  =   0.99993473
 MG0782!UTM  15      -   0.99997046  x   0.99985037  =   0.99982084
 MG0782
 MG0782:                Primary Azimuth Mark                     Grid Az
 MG0782:SPC IA S     -  NICHOLS                                  169 59 11.8
 MG0782:UTM  15      -  NICHOLS                                  170 18 30.7
 MG0782
 MG0782|---------------------------------------------------------------------|
 MG0782| PID    Reference Object                     Distance      Geod. Az  |
 MG0782|                                                           dddmmss.s |
 MG0782| MG0807 NICHOLS                             APPROX. 4.8 KM 1712631.4 |
 MG0782|---------------------------------------------------------------------|
 MG0782
 MG0782                          SUPERSEDED SURVEY CONTROL
 MG0782
 MG0782  NAD 83(1986)-  41 31 27.67529(N)    091 17 25.50106(W) AD(       ) 2
 MG0782  NAD 27      -  41 31 27.58835(N)    091 17 24.93345(W) AD(       ) 2
 MG0782  NGVD 29 (07/19/86)  221.1    (m)          725.     (f) VERT ANG       
 MG0782
 MG0782.Superseded values are not recommended for survey control.
 MG0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0782.See file dsdata.txt to determine how the superseded data were derived.
 MG0782
 MG0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4263698379(NAD 83)
 MG0782_MARKER: DZ = AZIMUTH MARK DISK
 MG0782_SETTING: 0 = UNSPECIFIED SETTING
 MG0782
 MG0782  HISTORY     - Date     Condition        Report By
 MG0782  HISTORY     - 1968     MONUMENTED       USGS
 MG0782  HISTORY     - 19980716 GOOD             USPSQD
 MG0782  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0782
 MG0782                          STATION DESCRIPTION
 MG0782
 MG0782'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0782'STATION IS LOCATED 1.0 MI E. AND 3.0 MI N. OF NICHOLS, NEAR
 MG0782'COR. OF SECS. 26, 27, 34 AND 35.  T. 78 N, R. 4 W., NEAR THE
 MG0782'JCT. OF AN E.-W. GRAVEL RD. AND A PAVED RD. LEADING N.
 MG0782'
 MG0782'TO REACH THE STATION FROM THE JCT. OF STATE HWY. 22 AND STATE
 MG0782'HWY. 76 IN NICHOLS, DRIVE E. ON STATE HWY. 22 AND 76 FOR 1.4 MI TO
 MG0782'A GRAVEL RD. CROSSING, TURN LEFT AND DRIVE N. ON GRAVEL RD. FOR
 MG0782'3.0 MI TO A GRAVEL RD. CROSSING, TURN LEFT AND DRIVE W. ON GRAVEL
 MG0782'RD. FOR 0.5 MI TO A T-RD. JCT. AND STATION ON THE LEFT.
 MG0782'
 MG0782'STATION MARK IS A STANDARD AZIMUTH MARK TABLET STAMPED NICHOLS
 MG0782'1968 CRIMPED ON A 10 FT LENGTH OF COPPER COATED ROD, DRIVEN FLUSH
 MG0782'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL, 72 FT
 MG0782'SE. OF JCT. OF T-RD. N., 68 FT E. OF NE. COR. OF YARD FENCE
 MG0782'AROUND A FARMHOUSE, 40 FT S. OF CENTER OF E.-W. GRAVEL RD., 23
 MG0782'FT E. OF A POWER LINE POLE, AND 2 FT N. OF RIGHT-OF-WAY FENCE,
 MG0782'AND A METAL WITNESS POST.
 MG0782'
 MG0782'STANDARD BRACED TRIPOD USED.
 MG0782
 MG0782                          STATION RECOVERY (1998)
 MG0782
 MG0782'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0782'RECOVERED IN GOOD CONDITION.
 MG0782
 MG0782                          STATION RECOVERY (1998)
 MG0782
 MG0782'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0508 ***********************************************************************
 MH0508  DESIGNATION -  NIMAN
 MH0508  PID         -  MH0508
 MH0508  STATE/COUNTY-  IA/KEOKUK
 MH0508  USGS QUAD   -  KESWICK (1965)
 MH0508
 MH0508                         *CURRENT SURVEY CONTROL
 MH0508  ___________________________________________________________________
 MH0508* NAD 83(1996)-  41 23 34.20053(N)    092 10 31.29397(W)     ADJUSTED  
 MH0508* NAVD 88     -       257.0    (meters)     843.     (feet)  VERTCON   
 MH0508  ___________________________________________________________________
 MH0508  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 MH0508  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 MH0508
 MH0508  HORZ ORDER  -  FIRST
 MH0508
 MH0508.The horizontal coordinates were established by classical geodetic methods
 MH0508.and adjusted by the National Geodetic Survey in May 1999..
 MH0508
 MH0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0508
 MH0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0508
 MH0508.The geoid height was determined by GEOID03.
 MH0508
 MH0508;                    North         East     Units Scale Factor Converg.
 MH0508;SPC IA S     -   155,516.681   610,775.171   MT  0.99995397   +0 52 21.2
 MH0508;UTM  15      - 4,582,694.852   568,940.434   MT  0.99965849   +0 32 43.0
 MH0508
 MH0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0508!SPC IA S     -   0.99996477  x   0.99995397  =   0.99991874
 MH0508!UTM  15      -   0.99996477  x   0.99965849  =   0.99962327
 MH0508
 MH0508:                Primary Azimuth Mark                     Grid Az
 MH0508:SPC IA S     -  KEOTA MUNICIPAL TANK                     099 46 12.2
 MH0508:UTM  15      -  KEOTA MUNICIPAL TANK                     100 05 50.4
 MH0508
 MH0508|---------------------------------------------------------------------|
 MH0508| PID    Reference Object                     Distance      Geod. Az  |
 MH0508|                                                           dddmmss.s |
 MH0508| MG0857 KEOTA MUNICIPAL TANK                APPROX.19.0 KM 1003833.4 |
 MH0508| MH0503 HARPER ST ELIZABETHS CATH CH        APPROX.10.9 KM 1095226.0 |
 MH0508| MH0504 HARPER NAT GAS PLINE OF AM TK       APPROX.10.7 KM 1121152.0 |
 MH0508| MH0502 ST PETER AND PAUL CH SW KEOTA       APPROX.17.2 KM 1241836.6 |
 MH0508| CL9128 NIMAN RM 1                           76.420 METERS 17901     |
 MH0508| MH0506 SIGOURNEY KEOKUK CO CTHSE DOME      APPROX. 7.1 KM 2001544.8 |
 MH0508| MH0505 SIGOURNEY MUNICIPAL TANK            APPROX. 7.2 KM 2005351.9 |
 MH0508| MH0510 NIMAN AZ MK                         APPROX. 0.7 KM 2241124.6 |
 MH0508| MH0540 WHAT CHEER MUNICIPAL TANK           APPROX.14.9 KM 2710139.5 |
 MH0508| MH0509 NIMAN 2                             214.695 METERS 27138     |
 MH0508| CL9129 NIMAN RM 2                           59.884 METERS 27308     |
 MH0508|---------------------------------------------------------------------|
 MH0508
 MH0508                          SUPERSEDED SURVEY CONTROL
 MH0508
 MH0508  NAD 83(1986)-  41 23 34.20451(N)    092 10 31.30570(W) AD(       ) 1
 MH0508  NAD 27      -  41 23 34.16450(N)    092 10 30.65680(W) AD(       ) 1
 MH0508  NGVD 29 (07/19/86)  257.0    (m)          843.     (f) VERT ANG       
 MH0508
 MH0508.Superseded values are not recommended for survey control.
 MH0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0508.See file dsdata.txt to determine how the superseded data were derived.
 MH0508
 MH0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF6894082695(NAD 83)
 MH0508_MARKER: DS = TRIANGULATION STATION DISK
 MH0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0508_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0508_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0508
 MH0508  HISTORY     - Date     Condition        Report By
 MH0508  HISTORY     - 1934     MONUMENTED       CGS
 MH0508  HISTORY     - 1980     GOOD             NGS
 MH0508
 MH0508                          STATION DESCRIPTION
 MH0508
 MH0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0508'STATION IS 4 MILES E OF N OF SIGOURNEY AND 3 MILES S OF
 MH0508'WEBSTER, IN THE NW 1/4 SEC. 18, T 76 N, R 11 W, ON LAND OWNED
 MH0508'BY FRANK NIMAN.
 MH0508'
 MH0508'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MH0508'BRONZE DISKS SET IN CONCRETE.
 MH0508'
 MH0508'THE STATION MARK IS IN THE NE CORNER OF PASTURE.  125 FEET
 MH0508'WSW OF WIND-MILL AND STOCK TANK.  0.15 MILE E OF STATE HIGHWAY
 MH0508'149.  18 FEET S OF S GATE POST AT T-FENCE INTERSECTION.  24
 MH0508'FEET N OF FENCE CORNER, AND PROJECTS 5 INCHES.
 MH0508'
 MH0508'REFERENCE MARK NO. 1 IS S OF THE STATION.  1 FOOT W OF FENCE
 MH0508'LINE, AND PROJECTS 15 INCHES.
 MH0508'
 MH0508'REFERENCE MARK NO. 2 IS WNW OF THE STATION.  1 FOOT S OF
 MH0508'FENCE LINE, AND PROJECTS 15 INCHES.
 MH0508'
 MH0508'THE AZIMUTH MARK IS SW OF THE STATION.  48 FEET E OF THE
 MH0508'CENTER LINE OF STATE HIGHWAY 149.  1 FOOT W OF FENCE LINE.
 MH0508'0.3 MILE S OF T-ROAD LEADING W.  AT THE S END OF CURVE TO THE
 MH0508'E, AND PROJECTS 12 INCHES.
 MH0508'
 MH0508'TO REACH FROM SIGOURNEY, GO E AND N ON STATE HIGHWAY 149
 MH0508'FOR 5.4 MILES TO T-ROAD LEADING W (THIS POINT IS 4 MILES N OF
 MH0508'THE INTERSECTION OF HIGHWAYS 149 AND 2).  TURN E THROUGH
 MH0508'BOARD GATE AND FOLLOW E AND W FENCE 0.15 MILE TO STATION
 MH0508'AND LONE WIND-MILL.
 MH0508'
 MH0508'ALL LIGHTS CAME INTO VIEW AT 45 FEET EXCEPT NIRA WHICH SHOWED
 MH0508'AT 90 FEET.
 MH0508
 MH0508                          STATION RECOVERY (1980)
 MH0508
 MH0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MH0508'SURFACE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 MH0508'RECOVERED.  REFERENCE MARK 2 WAS NOT FOUND.  THE DISTANCE TO REFERENCE
 MH0508'MARK WAS 0.03 FOOT LONGER AND THE DIRECTION TO THE MARK WAS 1 MINUTE,
 MH0508'14 SECONDS LARGER THAN PREVIOUS DATA.  THE DIRECTION TO THE AZIMUTH
 MH0508'MARK WAS 11.8 SECONDS LARGER.
 MH0508'
 MH0508'THE PROPERTY OWNER REQUESTED THE STATION MARK AND REFERENCE MARK BE
 MH0508'REMOVED FROM THE FIELD, WHICH IS IN CULTIVATION NOW, THEREFORE, NIMAN
 MH0508'2, NIMAN 2 RM 3 AND NIMAN 2 RM 4 WERE ESTABLISHED NEARBY.  THE
 MH0508'SURFACE STATION MARK DISK AND REFERENCE MARK 1 DISK WERE SALVAGED
 MH0508'THIS DATE.  THE PROPERTY OWNER, MR. HAROLD GREINER, RURAL ROUTE 3,
 MH0508'SIGOURNEY, TELEPHONE 515-622 3496, AGREED TO LET THE UNDERGROUND MARK
 MH0508'REMAIN IN PLACE.
 MH0508'
 MH0508'FOR ADDITIONAL DETAILS SEE THE DESCRIPTION TO NIMAN 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0509 ***********************************************************************
 MH0509  DESIGNATION -  NIMAN 2
 MH0509  PID         -  MH0509
 MH0509  STATE/COUNTY-  IA/KEOKUK
 MH0509  USGS QUAD   -  KESWICK (1965)
 MH0509
 MH0509                         *CURRENT SURVEY CONTROL
 MH0509  ___________________________________________________________________
 MH0509* NAD 83(1996)-  41 23 34.39937(N)    092 10 40.53170(W)     ADJUSTED  
 MH0509* NAVD 88     -       255.22   (+/-2cm)     837.3    (feet)  VERTCON   
 MH0509  ___________________________________________________________________
 MH0509  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 MH0509  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 MH0509
 MH0509  HORZ ORDER  -  THIRD
 MH0509  VERT ORDER  -  THIRD ? (See Below)
 MH0509
 MH0509.The horizontal coordinates were established by classical geodetic methods
 MH0509.and adjusted by the National Geodetic Survey in May 1999..
 MH0509.No horizontal observational check was made to the station.
 MH0509
 MH0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0509.The vertical order pertains to the NGVD 29 superseded value.
 MH0509
 MH0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0509
 MH0509.The geoid height was determined by GEOID03.
 MH0509
 MH0509;                    North         East     Units Scale Factor Converg.
 MH0509;SPC IA S     -   155,519.550   610,560.505   MT  0.99995397   +0 52 15.1
 MH0509;UTM  15      - 4,582,698.945   568,725.852   MT  0.99965813   +0 32 36.9
 MH0509
 MH0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0509!SPC IA S     -   0.99996504  x   0.99995397  =   0.99991901
 MH0509!UTM  15      -   0.99996504  x   0.99965813  =   0.99962318
 MH0509
 MH0509|---------------------------------------------------------------------|
 MH0509| PID    Reference Object                     Distance      Geod. Az  |
 MH0509|                                                           dddmmss.s |
 MH0509| CL9130 NIMAN 2 RM 3                         16.399 METERS 03554     |
 MH0509| MH0508 NIMAN                               214.695 METERS 09138     |
 MH0509| MH0506 SIGOURNEY KEOKUK CO CTHSE DOME      APPROX. 7.0 KM 1983533.5 |
 MH0509| MH0510 NIMAN AZ MK                         APPROX. 0.6 KM 2073809.6 |
 MH0509| CL9131 NIMAN 2 RM 4                         16.569 METERS 21209     |
 MH0509|---------------------------------------------------------------------|
 MH0509
 MH0509                          SUPERSEDED SURVEY CONTROL
 MH0509
 MH0509  NAD 83(1986)-  41 23 34.40333(N)    092 10 40.54367(W) AD(       ) 3
 MH0509  NAD 27      -  41 23 34.36355(N)    092 10 39.89431(W) AD(       ) 3
 MH0509  NGVD 29 (07/19/86)  255.25   (m)          837.4    (f) LEVELING    3  
 MH0509
 MH0509.Superseded values are not recommended for survey control.
 MH0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0509.See file dsdata.txt to determine how the superseded data were derived.
 MH0509
 MH0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF6872682699(NAD 83)
 MH0509_MARKER: DS = TRIANGULATION STATION DISK
 MH0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0509_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MH0509
 MH0509  HISTORY     - Date     Condition        Report By
 MH0509  HISTORY     - 1980     MONUMENTED       NGS
 MH0509
 MH0509                          STATION DESCRIPTION
 MH0509
 MH0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MH0509'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF SIGOURNEY, 3
 MH0509'MILES SOUTH OF WEBSTER, ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 149
 MH0509'IN THE NW 1/4, SEC18, T76N, R11W AND ADJACENT TO THE PROPERTY OF
 MH0509'MR. HAROLD GREINER, RURAL ROUTE 3, SIGOURNEY, IOWA 52591, TELEPHONE
 MH0509'515-622 3496.
 MH0509'
 MH0509'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 MH0509'SQUARE IN SIGOURNEY, GO NORTH ON STATE HIGHWAY 149 FOR 0.25 MILE TO
 MH0509'THE JUNCTION OF STATE HIGHWAY 92.  TURN RIGHT AND GO EAST ON HIGHWAY
 MH0509'149/92 FOR 1.3 MILES TO WHERE HIGHWAY 149 TURNS NORTH.  TURN LEFT AND
 MH0509'GO NORTH ON HIGHWAY 149 FOR 3.65 MILES TO THE AZIMUTH MARK ON THE
 MH0509'RIGHT AT THE SOUTH EDGE OF A CURVE TO THE NORTHEAST.  CONTINUE
 MH0509'NORTHEAST ON THE HIGHWAY FOR 0.35 MILE TO THE GREINER HOUSE ON THE
 MH0509'LEFT AND NIMAN 2 ON THE RIGHT AT A FIELD ENTRANCE.
 MH0509'
 MH0509'TO REACH THE UNDERGROUND MARK FOR NIMAN, TURN RIGHT, PASS THROUGH A
 MH0509'GATE AND GO EAST ACROSS A CULTIVATED FIELD FOR 0.15 MILE TO THE MARK
 MH0509'AT THE HIGHEST POINT.  MR. GREINER OWNS THIS PROPERTY.
 MH0509'
 MH0509'STATION MARKS ARE STANDARD DISKS, STAMPED---NIMAN 2 1980.  THE
 MH0509'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 MH0509'FLUSH.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE,
 MH0509'48 INCHES BELOW THE GROUND SURFACE.  THE MARKS ARE 46.5 FEET SOUTHEAS
 MH0509'OF THE CENTERLINE OF HIGHWAY 149, 22.5 FEET NORTHEAST OF THE
 MH0509'CENTERLINE OF THE FIELD ENTRANCE, 3.0 FEET NORTHWEST OF A FENCE, 2.5
 MH0509'FEET NORTHEAST OF A WITNESS POST AND 2.4 FEET WEST-SOUTHWEST OF A
 MH0509'POWERLINE POLE.
 MH0509'
 MH0509'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---NIMAN 2 NO 3
 MH0509'1980--- SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS
 MH0509'51.0 FEET NORTHEAST OF THE POWERLINE POLE, 48.5 FEET SOUTHEAST OF THE
 MH0509'CENTERLINE OF THE HIGHWAY AND 1.0 FOOT NORTHWEST OF THE FENCE.
 MH0509'
 MH0509'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---NIMAN 2 NO 4
 MH0509'1980--- SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS
 MH0509'48.5 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 32.0 FEET
 MH0509'SOUTHWEST OF THE CENTERLINE OF THE FIELD ENTRANCE AND 1.5 FEET
 MH0509'NORTHWEST OF THE FENCE.
 MH0509'
 MH0509'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---NIMAN AZIMUTH
 MH0509'1934--- SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 12
 MH0509'INCHES.  IT IS 49.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 41.5
 MH0509'FEET NORTH OF A POWERLINE POLE, 2.5 FEET SOUTH OF A WITNESS POST AND
 MH0509'1.5 FEET WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0860 ***********************************************************************
 MG0860  DESIGNATION -  NIRA
 MG0860  PID         -  MG0860
 MG0860  STATE/COUNTY-  IA/KEOKUK
 MG0860  USGS QUAD   -  KINROSS (1973)
 MG0860
 MG0860                         *CURRENT SURVEY CONTROL
 MG0860  ___________________________________________________________________
 MG0860* NAD 83(1996)-  41 26 22.49370(N)    091 57 57.98723(W)     ADJUSTED  
 MG0860* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 MG0860  ___________________________________________________________________
 MG0860  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 MG0860  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 MG0860
 MG0860  HORZ ORDER  -  FIRST
 MG0860
 MG0860.The horizontal coordinates were established by classical geodetic methods
 MG0860.and adjusted by the National Geodetic Survey in May 1999..
 MG0860
 MG0860.The orthometric height was scaled from a topographic map.
 MG0860
 MG0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0860
 MG0860.The geoid height was determined by GEOID03.
 MG0860
 MG0860;                    North         East     Units Scale Factor Converg.
 MG0860;SPC IA S     -   160,995.113   628,180.953   MT  0.99995703   +1 00 37.4
 MG0860;UTM  15      - 4,588,072.441   586,372.271   MT  0.99969181   +0 41 03.5
 MG0860
 MG0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0860!SPC IA S     -   0.99996574  x   0.99995703  =   0.99992277
 MG0860!UTM  15      -   0.99996574  x   0.99969181  =   0.99965756
 MG0860
 MG0860:                Primary Azimuth Mark                     Grid Az
 MG0860:SPC IA S     -  WELLMAN MUNICIPAL TANK                   071 53 10.4
 MG0860:UTM  15      -  WELLMAN MUNICIPAL TANK                   072 12 44.3
 MG0860
 MG0860|---------------------------------------------------------------------|
 MG0860| PID    Reference Object                     Distance      Geod. Az  |
 MG0860|                                                           dddmmss.s |
 MG0860| MG0853 WELLMAN MUNICIPAL TANK              APPROX.11.3 KM 0725347.8 |
 MG0860| CL9132 NIRA AZ MK                                         0831837.2 |
 MG0860| MG0830 WASHINGTON IOWA S UTIL CO STK       APPROX.27.7 KM 1232835.0 |
 MG0860| CL9133 NIRA RM 1                            70.287 METERS 13839     |
 MG0860| MG0857 KEOTA MUNICIPAL TANK                APPROX. 8.8 KM 1721653.9 |
 MG0860| MH0502 ST PETER AND PAUL CH SW KEOTA       APPROX.15.3 KM 1923608.6 |
 MG0860| MH0503 HARPER ST ELIZABETHS CATH CH        APPROX.11.5 KM 2190540.2 |
 MG0860| CL9134 NIRA RM 2                            47.427 METERS 23436     |
 MG0860| MH0507 WEBSTER                             APPROX.13.8 KM 2752756.0 |
 MG0860|---------------------------------------------------------------------|
 MG0860
 MG0860                          SUPERSEDED SURVEY CONTROL
 MG0860
 MG0860  NAD 83(1986)-  41 26 22.49643(N)    091 57 57.99884(W) AD(       ) 1
 MG0860  NAD 27      -  41 26 22.45740(N)    091 57 57.37060(W) AD(       ) 1
 MG0860
 MG0860.Superseded values are not recommended for survey control.
 MG0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0860.See file dsdata.txt to determine how the superseded data were derived.
 MG0860
 MG0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8637288072(NAD 83)
 MG0860_MARKER: DS = TRIANGULATION STATION DISK
 MG0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0860_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MG0860
 MG0860  HISTORY     - Date     Condition        Report By
 MG0860  HISTORY     - 1934     MONUMENTED       CGS
 MG0860  HISTORY     - 1957     GOOD             CGS
 MG0860  HISTORY     - 1964     GOOD             USGS
 MG0860
 MG0860                          STATION DESCRIPTION
 MG0860
 MG0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0860'STATION IS ABOUT 2 MILES SW OF NIRA, ABOUT 5.5 MILES NNW OF
 MG0860'KEOTA, ABOUT 1.5 MILES SE OF KINROSS, IN THE SE CORNER OF THE
 MG0860'SE 1/4, SEC. 26, T 77 N, R 10 W, ON THE GROUNDS OF THE PLEASANT
 MG0860'RIDGE SCHOOL NO. 6, NEAR THE NE CORNER OF THE SCHOOLYARD,
 MG0860'72 FEET W OF CENTER LINE OF THE N-S GRAVEL ROAD, 39 FEET WSW
 MG0860'OF A 20-INCH MAPLE, 70 FEET NE OF NE CORNER OF THE SCHOOLHOUSE,
 MG0860'67 FEET S OF THE PROPERTY LINE FENCE, 139 FEET N OF CENTER
 MG0860'LINE OF E-W GRAVEL ROAD.  MARK IS FLUSH WITH THE SURFACE.
 MG0860'
 MG0860'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MG0860'BRONZE DISKS SET IN CONCRETE.
 MG0860'
 MG0860'REFERENCE MARK NO. 1 IS SE OF STATION, 37 FEET S OF CENTER
 MG0860'LINE OF THE E-W ROAD, 6 INCHES NW OF THE RIGHT-OF-WAY FENCE,
 MG0860'24 FEET SW OF HIGHWAY STOP SIGN.  IT PROJECTS 5 INCHES.
 MG0860'
 MG0860'REFERENCE MARK NO. 2 IS SW OF STATION, 49 FEET N OF CENTER LINE
 MG0860'OF ROAD, 20 FEET E OF PROPERTY FENCE, 11 FEET NNE OF A 24-INCH
 MG0860'MAPLE, 62 FEET WSW OF THE SW CORNER OF THE SCHOOLHOUSE, 291.22
 MG0860'FEET WNW OF REFERENCE MARK NO. 1.  IT PROJECTS 5 INCHES.
 MG0860'
 MG0860'AZIMUTH MARK IS ENE OF STATION, 18 FEET W OF CENTER LINE OF
 MG0860'THE N-S ROAD, 2 FEET E OF FENCE, 41 FEET N OF A TELEPHONE POLE,
 MG0860'52 FEET N OF A T-FENCE.  IT PROJECTS 8 INCHES.
 MG0860'
 MG0860'TO REACH FROM THE CHURCH IN KINROSS, GO N ON STATE HIGHWAY 22,
 MG0860'0.25 MILE TO A SIDE ROAD LEADING E, THENCE E 1.0 MILE TO SIDE
 MG0860'ROAD LEADING S, THENCE S 1.75 MILES TO THE SCHOOLHOUSE ON THE W.
 MG0860'
 MG0860'ALL LIGHTS CAME INTO VIEW AT 100 FEET.
 MG0860'
 MG0860'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 MG0860
 MG0860                          STATION RECOVERY (1957)
 MG0860
 MG0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 MG0860'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MG0860'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH
 MG0860'MARK.  IT WAS MOVED ON LINE TO THE STATION.  THERE ARE CHANGES
 MG0860'IN REFERENCE MEASUREMENTS AND LOCAL DETAIL, SO A COMPLETE
 MG0860'DESCRIPTION FOLLOWS.
 MG0860'
 MG0860'STATION IS LOCATED ABOUT 5 AND 1/2 MILES NORTH-NORTHWEST OF
 MG0860'KEOTA, 2 MILES SOUTHWEST OF NIRA, AND 1 AND 3/4 MILES SOUTHEAST
 MG0860'OF KINROSS IN THE SOUTHEAST CORNER OF THE SE 1/4 OF SEC. 26,
 MG0860'T 77 N, R 10 W ON THE GROUNDS OF THE PLEASANT RIDGE SCHOOL NO. 6
 MG0860'WHICH HAS BEEN ABANDONED.  THE SCHOOL IS BEING USED AS A HOUSE,
 MG0860'NOW.  THE MARK IS 139 FEET NORTH OF THE CENTER OF GRAVEL ROAD,
 MG0860'72 FEET WEST OF THE CENTER OF GRAVEL ROAD, 66 FEET NORTHEAST
 MG0860'OF THE NORTHEAST CORNER OF HOUSE, 57 FEET NORTH-NORTHWEST OF
 MG0860'NORTHWEST CORNER OF GARAGE, AND 36 FEET WEST OF A FENCE.  THE
 MG0860'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 MG0860'STAMPED NIRA 1934.
 MG0860'
 MG0860'REFERENCE MARK NO. 1 IS 230.60 FEET SOUTHEAST OF THE STATION,
 MG0860'82 FEET SOUTHEAST OF THE CENTER OF CROSSROADS, 77 FEET EAST OF
 MG0860'THE CENTER OF GRAVEL ROAD, 35 FEET SOUTH OF THE CENTER OF
 MG0860'GRADED ROAD, AND 1 FOOT NORTHWEST OF RIGHT-OF-WAY FENCE.  THE
 MG0860'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED NIRA NO 1 1934.
 MG0860'
 MG0860'REFERENCE MARK NO. 2 IS 155.60 FEET SOUTHWEST OF THE STATION,
 MG0860'62 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 49
 MG0860'FEET NORTH OF THE CENTER OF GRADED ROAD, 11 FEET NORTH-NORTHEAST
 MG0860'OF A 24-INCH MAPLE TREE, AND 9 FEET NORTH OF THE NORTHWEST
 MG0860'CORNER OF A SMALL SHED.  THE MARK PROJECTS 8 INCHES AND THE
 MG0860'DISK IS STAMPED NIRA NO 2 1934.
 MG0860'
 MG0860'AZIMUTH MARK (RESET) IS 1.0 MILE EAST-NORTHEAST OF THE STATION,
 MG0860'ABOUT 200 YARDS SOUTH OF THE JIM DAVIS FARM BUILDINGS, 74 FEET
 MG0860'SOUTH OF A TELEPHONE POLE, 56 FEET NORTH OF A FENCE T-INTERSECTION,
 MG0860'AND 33 FEET WEST OF THE CENTER OF A GRADED ROAD AND THE
 MG0860'KEOKUK-WASHINGTON COUNTY LINE.  THE MARK PROJECTS 2 INCHES AND
 MG0860'THE DISK IS STAMPED NIRA 1934 AZIMUTH RESET 1957.
 MG0860'
 MG0860'TO REACH THE STATION FROM THE CHURCH IN KINROSS, GO EAST ON
 MG0860'STATE HIGHWAY 22 FOR 1.0 MILE TO A GRAVEL ROAD RIGHT.  TURN RIGHT
 MG0860'AND GO SOUTH ON GRAVEL ROAD FOR 1.5 MILES TO CROSSROADS AND
 MG0860'THE STATION AS DESCRIBED ON THE RIGHT IN THE NORTHWEST ANGLE
 MG0860'OF THE CROSSROADS.
 MG0860'
 MG0860'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A GRADED
 MG0860'ROAD FOR 1.0 MILE TO CROSSROADS.  TURN LEFT AND GO NORTH ON
 MG0860'GRAVEL ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MG0860
 MG0860                          STATION RECOVERY (1964)
 MG0860
 MG0860'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MG0860'STATION AND REFERENCE MARK 2 FOUND AS DESCRIBED AND IN GOOD
 MG0860'CONDITION.  REFERENCE MARK 1 NOT FOUND.  AZIMUTH MARK FOUND AS
 MG0860'DESCRIBED WITH THE FOLLOWING EXCEPTION--MARK IS 32 FEET WEST
 MG0860'OF CENTER LINE OF ROAD, 57 FEET NORTH OF A T FENCE W.  AZIMUTH
 MG0860'MARK STAMPED RESET 1957
 MG0860'
 MG0860'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SE CORNER
 MG0860'SE 1/4, SEC. 26, T-77N, R-10-W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9184 ***********************************************************************
 AE9184  CBN         -  This is a Cooperative Base Network Control Station.
 AE9184  DESIGNATION -  NLIB A
 AE9184  PID         -  AE9184
 AE9184  STATE/COUNTY-  IA/JOHNSON
 AE9184  USGS QUAD   -  ELY (1994)
 AE9184
 AE9184                         *CURRENT SURVEY CONTROL
 AE9184  ___________________________________________________________________
 AE9184* NAD 83(1996)-  41 45 49.79226(N)    091 34 43.23461(W)     ADJUSTED  
 AE9184* NAVD 88     -       250.019  (meters)     820.27   (feet)  ADJUSTED  
 AE9184  ___________________________________________________________________
 AE9184  X           -    -131,264.904 (meters)                     COMP
 AE9184  Y           -  -4,762,864.779 (meters)                     COMP
 AE9184  Z           -   4,226,218.772 (meters)                     COMP
 AE9184  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AE9184  ELLIP HEIGHT-         217.49  (meters)          (07/28/03) GPS OBS
 AE9184  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 AE9184  DYNAMIC HT  -         249.924 (meters)     819.96  (feet)  COMP
 AE9184  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 AE9184
 AE9184  HORZ ORDER  -  A
 AE9184  VERT ORDER  -  SECOND    CLASS I
 AE9184  ELLP ORDER  -  FOURTH    CLASS I
 AE9184
 AE9184.This is a reference station for the NORTH LIBERTY
 AE9184.National Continuously Operating Reference Station (NLIB).
 AE9184
 AE9184.The horizontal coordinates were established by GPS observations
 AE9184.and adjusted by the National Geodetic Survey in July 2003..
 AE9184
 AE9184.The orthometric height was determined by differential leveling
 AE9184.and adjusted by the National Geodetic Survey in July 2002..
 AE9184
 AE9184.Photographs are available for this station.
 AE9184
 AE9184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9184
 AE9184.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9184
 AE9184.The ellipsoidal height was determined by GPS observations
 AE9184.and is referenced to NAD 83.
 AE9184
 AE9184.The geoid height was determined by GEOID03.
 AE9184
 AE9184.The dynamic height is computed by dividing the NAVD 88
 AE9184.geopotential number by the normal gravity value computed on the
 AE9184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9184.degrees latitude (g = 980.6199 gals.).
 AE9184
 AE9184.The modeled gravity was interpolated from observed gravity values.
 AE9184
 AE9184;                    North         East     Units Scale Factor Converg.
 AE9184;SPC IA S     -   197,641.384   659,756.838   MT  0.99999660   +1 15 56.1
 AE9184;UTM  15      - 4,624,531.376   618,146.284   MT  0.99977177   +0 56 48.5
 AE9184
 AE9184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9184!SPC IA S     -   0.99996589  x   0.99999660  =   0.99996249
 AE9184!UTM  15      -   0.99996589  x   0.99977177  =   0.99973767
 AE9184
 AE9184                          SUPERSEDED SURVEY CONTROL
 AE9184
 AE9184  NAVD 88 (07/28/03)  250.02   (m)          820.3    (f) LEVELING    3  
 AE9184
 AE9184.Superseded values are not recommended for survey control.
 AE9184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9184.See file dsdata.txt to determine how the superseded data were derived.
 AE9184
 AE9184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1814624531(NAD 83)
 AE9184_MARKER: I = METAL ROD
 AE9184_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9184_STAMPING: NLIB A 1997
 AE9184_MARK LOGO: NGS   
 AE9184_PROJECTION: FLUSH
 AE9184_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9184+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 AE9184_ROD/PIPE-DEPTH: 11.0 meters
 AE9184_SLEEVE-DEPTH  : 0.90 meters
 AE9184
 AE9184  HISTORY     - Date     Condition        Report By
 AE9184  HISTORY     - 1997     MONUMENTED       NGS
 AE9184  HISTORY     - 20010704 GOOD             NGS
 AE9184  HISTORY     - 20030205 GOOD             NGS
 AE9184
 AE9184                          STATION DESCRIPTION
 AE9184
 AE9184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9184'2.8 KM (1.75 MI) NORTHERLY ALONG NORTH FRONT STREET AND MEHAFFEY
 AE9184'BRIDGE ROAD FROM THE POST OFFICE IN NORTH LIBERTY, 15.7 M (51.5 FT)
 AE9184'SOUTHEAST OF THE ROAD CENTER, 9.5 M (31.2 FT) NORTHWEST OF THE CENTER
 AE9184'OF A DRIVEWAY LEADING TO HOUSE NUMBER 2340, 9.1 M (29.9 FT) SOUTHWEST
 AE9184'OF THE CENTER OF A DRIVEWAY LEADING TO HOUSE NUMBER 2338, 0.6 M (2.0
 AE9184'FT) NORTHEAST OF A POST SUPPORTING FIRE NUMBER 2340, AND 0.3 M (1.0
 AE9184'FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 AE9184'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE9184'SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON PROPERTY OWNED
 AE9184'BY JAMES E.  THOMAS SENIOR, 2340 MEHAFFEY BRIDGE ROAD, NORTH LIBERTY,
 AE9184'IA 52317, TELEPHONE NUMBER (319) 626-3221.
 AE9184
 AE9184                          STATION RECOVERY (2001)
 AE9184
 AE9184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 AE9184'RECOVERED IN GOOD CONDITION.
 AE9184
 AE9184                          STATION RECOVERY (2003)
 AE9184
 AE9184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 AE9184'NEW TO-REACH OCCASIONED BY CONSTRUCTION OF NEW POST OFFICE IN NORTH
 AE9184'LIBERTY AND
 AE9184'RENOVATION OF OLD POST OFFICE AT 325 NORTH FRONT ST FOR OTHER USE.
 AE9184' 
 AE9184'TO REACH THE STATION FROM THE NEW POST OFFICE IN NORTH LIBERTY,
 AE9184'LOCATED IN THE SE ANGLE
 AE9184'OF THE INTERSECTION OF STATE HWY 965 AND COMMERCIAL DRIVE, GO 0.4 MILE
 AE9184'NORTH ON HWY 965
 AE9184'TO A RIGHT TURN ON PENN ST. PROCEED 0.5 MILE EAST TO NORTH FRONT ST
 AE9184'AND COUNTY ROAD F28.
 AE9184'TURN LEFT AND GO 1.55 MILE NORTH AND THEN NE ON ROAD F28 TO HOUSE
 AE9184'NUMBER 2340 AND THE
 AE9184'STATION ON THE RIGHT NEAR THE EAST SIDE OF A WOOD BORDER AROUND A WOOD
 AE9184'POST WITH THE
 AE9184'NUMBER 2340 ATTACHED.
 AE9184'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0937 ***********************************************************************
 LF0937  DESIGNATION -  NN 158
 LF0937  PID         -  LF0937
 LF0937  STATE/COUNTY-  IA/FREMONT
 LF0937  USGS QUAD   -  TABOR SW (1957)
 LF0937
 LF0937                         *CURRENT SURVEY CONTROL
 LF0937  ___________________________________________________________________
 LF0937* NAD 83(1986)-  40 52 23.     (N)    095 40 19.     (W)     SCALED    
 LF0937* NAVD 88     -       368.995  (meters)    1210.61   (feet)  ADJUSTED  
 LF0937  ___________________________________________________________________
 LF0937  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 LF0937  DYNAMIC HT  -         368.813 (meters)    1210.01  (feet)  COMP
 LF0937  MODELED GRAV-     980,121.9   (mgal)                       NAVD 88
 LF0937
 LF0937  VERT ORDER  -  SECOND    CLASS 0
 LF0937
 LF0937.The horizontal coordinates were scaled from a topographic map and have
 LF0937.an estimated accuracy of +/- 6 seconds.
 LF0937
 LF0937.The orthometric height was determined by differential leveling
 LF0937.and adjusted by the National Geodetic Survey in June 1991..
 LF0937
 LF0937.The geoid height was determined by GEOID03.
 LF0937
 LF0937.The dynamic height is computed by dividing the NAVD 88
 LF0937.geopotential number by the normal gravity value computed on the
 LF0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0937.degrees latitude (g = 980.6199 gals.).
 LF0937
 LF0937.The modeled gravity was interpolated from observed gravity values.
 LF0937
 LF0937;                    North         East    Units  Estimated Accuracy
 LF0937;SPC IA S     -    99,240.      316,940.      MT  (+/- 180 meters Scaled)
 LF0937
 LF0937                          SUPERSEDED SURVEY CONTROL
 LF0937
 LF0937  NGVD 29 (??/??/92)  368.896  (m)         1210.29   (f) ADJ UNCH    2 0
 LF0937
 LF0937.Superseded values are not recommended for survey control.
 LF0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0937.See file dsdata.txt to determine how the superseded data were derived.
 LF0937
 LF0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF748281(NAD 83)
 LF0937_MARKER: DB = BENCH MARK DISK
 LF0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0937_STAMPING: NN 158 1949
 LF0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0937+STABILITY: SURFACE MOTION
 LF0937
 LF0937  HISTORY     - Date     Condition        Report By
 LF0937  HISTORY     - 1949     MONUMENTED       CGS
 LF0937  HISTORY     - 1950     GOOD             NGS
 LF0937  HISTORY     - 1950     GOOD             NGS
 LF0937
 LF0937                          STATION DESCRIPTION
 LF0937
 LF0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF0937'6 MI W FROM RANDOLPH.
 LF0937'5.95 MILES WEST ALONG STATE HIGHWAY 184 FROM THE SCHOOLHOUSE
 LF0937'AT RANDOLPH, 135 FEET NORTHWEST OF THE JUNCTION OF THE
 LF0937'CENTER LINE OF STATE HIGHWAY 184 AND U.S. HIGHWAY 275, 67 FEET
 LF0937'SOUTHWEST OF THE SOUTHWEST CORNER OF A CHURCH, 10.0 FEET NORTH
 LF0937'OF A FENCE CORNER, 2.0 FEET SOUTH OF A REFERENCE POST, AND SET
 LF0937'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 LF0937'GROUND.
 LF0937
 LF0937                          STATION RECOVERY (1950)
 LF0937
 LF0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF0937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0837 ***********************************************************************
 ON0837  DESIGNATION -  NONA
 ON0837  PID         -  ON0837
 ON0837  STATE/COUNTY-  IA/CLAYTON
 ON0837  USGS QUAD   -  MONONA (1971)
 ON0837
 ON0837                         *CURRENT SURVEY CONTROL
 ON0837  ___________________________________________________________________
 ON0837* NAD 83(1996)-  43 00 02.47972(N)    091 24 34.13928(W)     ADJUSTED  
 ON0837* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 ON0837  ___________________________________________________________________
 ON0837  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 ON0837  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 ON0837
 ON0837  HORZ ORDER  -  THIRD
 ON0837
 ON0837.The horizontal coordinates were established by classical geodetic methods
 ON0837.and adjusted by the National Geodetic Survey in May 1999..
 ON0837
 ON0837.The orthometric height was scaled from a topographic map.
 ON0837
 ON0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0837
 ON0837.The geoid height was determined by GEOID03.
 ON0837
 ON0837;                    North         East     Units Scale Factor Converg.
 ON0837;SPC IA N     - 1,168,801.177 1,670,437.054   MT  0.99996223   +1 25 00.6
 ON0837;UTM  15      - 4,762,118.648   629,640.151   MT  0.99980676   +1 05 05.6
 ON0837
 ON0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0837!SPC IA N     -   0.99994997  x   0.99996223  =   0.99991220
 ON0837!UTM  15      -   0.99994997  x   0.99980676  =   0.99975674
 ON0837
 ON0837|---------------------------------------------------------------------|
 ON0837| PID    Reference Object                     Distance      Geod. Az  |
 ON0837|                                                           dddmmss.s |
 ON0837| CI6031 NONA RM 1                            20.390 METERS 00303     |
 ON0837| ON0834 MONONA WATER TANK                   APPROX. 6.1 KM 0144549.7 |
 ON0837| ON0835 MONONA ST PATRICKS CH SPIRE         APPROX. 5.7 KM 0193852.7 |
 ON0837| CI6030 NONA AZ MK                                         0871304.4 |
 ON0837| CI6032 NONA RM 2                            27.558 METERS 09036     |
 ON0837|---------------------------------------------------------------------|
 ON0837
 ON0837                          SUPERSEDED SURVEY CONTROL
 ON0837
 ON0837  NAD 83(1996)-  43 00 02.47964(N)    091 24 34.13916(W) AD(       ) 3
 ON0837  NAD 83(1986)-  43 00 02.47049(N)    091 24 34.13852(W) AD(       ) 3
 ON0837  NAD 27      -  43 00 02.52510(N)    091 24 33.64350(W) AD(       ) 3
 ON0837
 ON0837.Superseded values are not recommended for survey control.
 ON0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0837.See file dsdata.txt to determine how the superseded data were derived.
 ON0837
 ON0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2964062119(NAD 83)
 ON0837_MARKER: DS = TRIANGULATION STATION DISK
 ON0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0837
 ON0837  HISTORY     - Date     Condition        Report By
 ON0837  HISTORY     - 1961     MONUMENTED       CGS
 ON0837
 ON0837                          STATION DESCRIPTION
 ON0837
 ON0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0837'THE STATION IS ABOUT 4 MILES SOUTH OF MONONA, ABOUT 3 MILES
 ON0837'NORTHWEST OF FARMERSBURG, ON THE PROPERTY OF MR. ART BUCKMAN
 ON0837'AND IS IN THE SOUTHWEST 1/4 OF SECTION 35, T. 95 N., R. 5 W..  IT
 ON0837'IS 92 FEET WEST OF A T-FENCE CORNER, 90 FEET WEST OF A POWER
 ON0837'POLE NUMBER 2B34X-17, 37 FEET SOUTH OF THE CENTERLINE OF A
 ON0837'GRAVELED ROAD AND 2 FEET SOUTH OF A WIRE FENCE AND WITNESS POST.
 ON0837'THE MONUMENT IS 16 INCHES UNDERGROUND AND THE DISK IS STAMPED
 ON0837'NONA 1961.
 ON0837'
 ON0837'TO REACH FROM THE RAILROAD CROSSING, ON THE EAST SIDE OF THE
 ON0837'WATER TANK IN MONONA, GO SOUTH ON U.S. HIGHWAY 18 AND 52 (SOUTH
 ON0837'MAIN STREET) FOR 0.9 MILE TO A Y-FORK, U.S. HIGHWAY 18 AND 52
 ON0837'TURNS LEFT AND A GRAVELED ROAD GOES STRAIGHT AHEAD.
 ON0837'
 ON0837'KEEP STRAIGHT AHEAD AND GO SOUTH ON THE GRAVELED ROAD FOR
 ON0837'2.7 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED
 ON0837'ROAD FOR 0.7 MILE TO A DRIVEWAY ON THE RIGHT AND THE AZIMUTH
 ON0837'MARK IN THE NORTHWEST ANGLE OF THE JUNCTION.  CONTINUE WEST
 ON0837'ON THE GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 ON0837'
 ON0837'REFERENCE MARK 1 IS 32 FEET NORTH OF THE CENTERLINE OF THE
 ON0837'GRAVELED ROAD, 9 FEET NORTHEAST OF A POWER POLE AND 6 INCHES
 ON0837'SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 ON0837'DISK IS STAMPED NONA NO 1 1961.
 ON0837'
 ON0837'REFERENCE MARK 2 IS 90 FEET EAST OF THE WITNESS POST, 38 FEET
 ON0837'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 4 FEET SOUTH OF
 ON0837'THE T-FENCE CORNER, 3 FEET SOUTH OF POWER POLE NUMBER 2B34X-17 AND
 ON0837'6 INCHES WEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 ON0837'IS STAMPED NONA NO 2 1961.
 ON0837'
 ON0837'THE AZIMUTH MARK IS 33 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 ON0837'ROAD, 30 FEET WEST OF THE CENTERLINE OF THE FARM DRIVEWAY, 2 FEET
 ON0837'NORTHWEST OF A WITNESS POST, 1 FOOT SOUTHWEST OF A FENCE
 ON0837'CORNER AND 6 INCHES SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS
 ON0837'5 INCHES AND THE DISK IS STAMPED NONA 1961.
 ON0837'
 ON0837'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1142 ***********************************************************************
 OO1142  DESIGNATION -  NORA SPRINGS ATT MICROWAVE
 OO1142  PID         -  OO1142
 OO1142  STATE/COUNTY-  IA/CERRO GORDO
 OO1142  USGS QUAD   -  NORA SPRINGS (1959)
 OO1142
 OO1142                         *CURRENT SURVEY CONTROL
 OO1142  ___________________________________________________________________
 OO1142* NAD 83(1996)-  43 10 07.41627(N)    093 07 28.24130(W)     ADJUSTED  
 OO1142* NAVD 88     -       471.     (meters)    1545.     (feet)  VERTCON   
 OO1142  ___________________________________________________________________
 OO1142  LAPLACE CORR-         -13.74  (seconds)                    DEFLEC99
 OO1142  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 OO1142
 OO1142  HORZ ORDER  -  THIRD
 OO1142
 OO1142.The horizontal coordinates were established by classical geodetic methods
 OO1142.and adjusted by the National Geodetic Survey in May 1999..
 OO1142
 OO1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1142
 OO1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1142
 OO1142.The geoid height was determined by GEOID03.
 OO1142
 OO1142;                    North         East     Units Scale Factor Converg.
 OO1142;SPC IA N     - 1,185,429.106 1,530,533.185   MT  0.99998357   +0 15 16.1
 OO1142;UTM  15      - 4,779,559.415   489,879.088   MT  0.99960126   -0 05 06.7
 OO1142
 OO1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1142!SPC IA N     -   0.99993066  x   0.99998357  =   0.99991423
 OO1142!UTM  15      -   0.99993066  x   0.99960126  =   0.99953195
 OO1142
 OO1142                          SUPERSEDED SURVEY CONTROL
 OO1142
 OO1142  NAD 83(1996)-  43 10 07.41626(N)    093 07 28.24129(W) AD(       ) 4
 OO1142  NAD 83(1986)-  43 10 07.40963(N)    093 07 28.23446(W) AD(       ) 4
 OO1142  NAD 27      -  43 10 07.56454(N)    093 07 27.52463(W) AD(       ) 3
 OO1142  NGVD 29 (07/19/86)  471.     (m)         1545.     (f) VERT ANG       
 OO1142
 OO1142.Superseded values are not recommended for survey control.
 OO1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1142.See file dsdata.txt to determine how the superseded data were derived.
 OO1142
 OO1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8987979559(NAD 83)
 OO1142
 OO1142  HISTORY     - Date     Condition        Report By
 OO1142  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1142
 OO1142                          STATION DESCRIPTION
 OO1142
 OO1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1142'THE NORA SPRINGS AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE
 OO1142'KAS 45 IS LOCATED 6.5 MILES WEST-NORTHWEST OF NORA SPRINGS,
 OO1142'4 MILES EAST-NORTHEAST OF MASON CITY, 1.5 MILES NORTH OF U.S.
 OO1142'HIGHWAY 18, ALONG COUNTY ROUTE S 56.
 OO1142'
 OO1142'THE 4-LEGGED STEEL STRUCTURE IS 383 FEET HIGH, PAINTED RED
 OO1142'AND WHITE, WITH A PLATFORM AND 4 HORN ANTENNAS AT THE APEX,
 OO1142'AND A RED LIGHT MOUNTED ON A 13 FOOT POLE AT THE TOP CENTER.
 OO1142'
 OO1142'THE POINT INTERSECTED WAS THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0916 ***********************************************************************
 MG0916  CBN         -  This is a Cooperative Base Network Control Station.
 MG0916  DESIGNATION -  NORTH LIBERTY
 MG0916  PID         -  MG0916
 MG0916  STATE/COUNTY-  IA/JOHNSON
 MG0916  USGS QUAD   -  ELY (1994)
 MG0916
 MG0916                         *CURRENT SURVEY CONTROL
 MG0916  ___________________________________________________________________
 MG0916* NAD 83(1996)-  41 46 19.24958(N)    091 34 28.67593(W)     ADJUSTED  
 MG0916* NAVD 88     -       238.241  (meters)     781.63   (feet)  ADJUSTED  
 MG0916  ___________________________________________________________________
 MG0916  X           -    -130,911.851 (meters)                     COMP
 MG0916  Y           -  -4,762,260.072 (meters)                     COMP
 MG0916  Z           -   4,226,888.798 (meters)                     COMP
 MG0916  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 MG0916  ELLIP HEIGHT-         205.71  (meters)          (07/28/03) GPS OBS
 MG0916  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 MG0916  DYNAMIC HT  -         238.150 (meters)     781.33  (feet)  COMP
 MG0916  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 MG0916
 MG0916  HORZ ORDER  -  A
 MG0916  VERT ORDER  -  SECOND    CLASS I
 MG0916  ELLP ORDER  -  FOURTH    CLASS I
 MG0916
 MG0916.This is a reference station for the NORTH LIBERTY
 MG0916.National Continuously Operating Reference Station (NLIB).
 MG0916
 MG0916.The horizontal coordinates were established by GPS observations
 MG0916.and adjusted by the National Geodetic Survey in September 1995..
 MG0916
 MG0916.The orthometric height was determined by differential leveling
 MG0916.and adjusted by the National Geodetic Survey in July 2002..
 MG0916
 MG0916.Photographs are available for this station.
 MG0916
 MG0916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MG0916
 MG0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0916
 MG0916.The ellipsoidal height was determined by GPS observations
 MG0916.and is referenced to NAD 83.
 MG0916
 MG0916.The geoid height was determined by GEOID03.
 MG0916
 MG0916.The dynamic height is computed by dividing the NAVD 88
 MG0916.geopotential number by the normal gravity value computed on the
 MG0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0916.degrees latitude (g = 980.6199 gals.).
 MG0916
 MG0916.The modeled gravity was interpolated from observed gravity values.
 MG0916
 MG0916;                    North         East     Units Scale Factor Converg.
 MG0916;SPC IA S     -   198,557.424   660,072.930   MT  0.99999801   +1 16 05.7
 MG0916;UTM  15      - 4,625,445.438   618,467.394   MT  0.99977270   +0 56 58.7
 MG0916
 MG0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0916!SPC IA S     -   0.99996774  x   0.99999801  =   0.99996575
 MG0916!UTM  15      -   0.99996774  x   0.99977270  =   0.99974044
 MG0916
 MG0916                          SUPERSEDED SURVEY CONTROL
 MG0916
 MG0916  ELLIP H (09/21/95)  205.71   (m)                       GP(       ) 2 1
 MG0916  NAD 83(1996)-  41 46 19.24963(N)    091 34 28.67619(W) AD(       ) A
 MG0916  ELLIP H (11/28/94)  205.74   (m)                       GP(       ) 1 1
 MG0916  ELLIP H (12/21/93)  205.75   (m)                       GP(       ) 4 1
 MG0916  NAD 83(1996)-  41 46 19.25004(N)    091 34 28.67576(W) AD(       ) A
 MG0916  ELLIP H (07/31/92)  205.75   (m)                       GP(       ) 1 1
 MG0916  NAVD 88 (07/17/98)  238.24   (m)          781.6    (f) LEVELING    3  
 MG0916  NGVD 29 (07/31/92)  238.0    (m)          781.     (f) GPS OBS        
 MG0916
 MG0916.Superseded values are not recommended for survey control.
 MG0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0916.See file dsdata.txt to determine how the superseded data were derived.
 MG0916
 MG0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1846725445(NAD 83)
 MG0916_MARKER: DH = HORIZONTAL CONTROL DISK
 MG0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0916_SP_SET: CONCRETE POST
 MG0916_STAMPING: NORTH LIBERTY 1987
 MG0916_MARK LOGO: NGS   
 MG0916_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0916+STABILITY: SURFACE MOTION
 MG0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0916+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 MG0916
 MG0916  HISTORY     - Date     Condition        Report By
 MG0916  HISTORY     - 1987     MONUMENTED       NGS
 MG0916  HISTORY     - 1987     GOOD             NGS
 MG0916  HISTORY     - 19900426 GOOD             NGS
 MG0916  HISTORY     - 19931004 GOOD             NGS
 MG0916  HISTORY     - 19950822 GOOD             NOSOPS
 MG0916  HISTORY     - 19960521 GOOD             NGS
 MG0916  HISTORY     - 19961017 GOOD             NGS
 MG0916  HISTORY     - 19970701 GOOD             NGS
 MG0916  HISTORY     - 19980107 GOOD             NGS
 MG0916  HISTORY     - 20010706 GOOD             NGS
 MG0916  HISTORY     - 20030205 GOOD             NGS
 MG0916
 MG0916                          STATION DESCRIPTION
 MG0916
 MG0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (JAO)
 MG0916'THE STATION IS LOCATED ABOUT 8 KM  (5 MI) SOUTHWEST
 MG0916'FROM SOLON, 4.8 KM (2 MI) NORTHEAST FROM NORTH
 MG0916'LIBERTY AND ON THE NORTHERN SCOPE OF A HILL OVERLOOKING
 MG0916'CORAVILLE RESERVOIR.
 MG0916'OWNERSHIP -- U.S. ARMY CORP OF ENGINEERS, LEASED TO
 MG0916'THE NATIONAL RADIO ASTRONOMY OBSERVATORY, ASSOCIATED
 MG0916'UNIVERSITIES, INC.  CONTACT DR. C.M. WADE, HEAD,
 MG0916'SITE DEVELOPMENT GROUP, VLBA PROJECT, P.O. BOX O,
 MG0916'SOCORRO, NM 87801.  TELEPHONE 505-835-5351.
 MG0916'TO REACH THE STATION FROM THE POST OFFICE AT 325 NORTH FRONT STREET
 MG0916'IN NORTH LIBERTY, GO NORTH ON NORTH FRONT STREET AND JOHNSON
 MG0916'COUNTY ROAD F28 ON COUNTY ROAD F28 FOR 2.82 KM (1.75 MI)
 MG0916'TO A GRAVELED DRIVE ON THE LEFT.  TURN LEFT AND GO NORTHERLY
 MG0916'ON THE DRIVE FOR 0.32 KM (0.2 MI) TO A CHAIN LINK FENCE
 MG0916'COMPOUND.  BEAR RIGHT FOR ABOUT 30 M (100 FT) THEN TURN LEFT
 MG0916'AND GO EAST, ALONG THE NORTH SIDE OF THE COMPOUND FOR
 MG0916'0.16 KM (0.1 MI) TO THE STATION, JUST OUTSIDE OF, AND AT THE
 MG0916'NORTHWEST CORNER OF THE COMPOUND.
 MG0916'THE STATION IS A STANDARD NGS DISK STAMPED--- NORTH
 MG0916'LIBERTY 1987 --- SET INTO THE TOP OF R R-A ROUND CONCRETE MONUMENT
 MG0916'30 CM 12 INCHES IN DIAMETER ON SIDE F F-FLUSH WITH GROUND.
 MG0916'LOCATED 29.14 METERS (95.6 FT) NORTHWEST FROM THE
 MG0916'4TH POST EAST FROM THE NW CORNER OF THE COMPOUND,
 MG0916'LOCATED 25.00 METERS (82.0 FT) NORTH FROM THE NW CORNER
 MG0916'OF THE FENCED COMPOUND, LOCATED 0.91 METERS (3.0 FT)
 MG0916'EAST FROM A WITNESS POST.
 MG0916'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---
 MG0916'NORTH LIBERTY 1987 ---
 MG0916'I G-IMBEDDED IN THE GROUND 1.4 METERS 4.65 FEET BELOW THE
 MG0916'SURFACE.
 MG0916'REFERENCE MARK NO 01 IS A STANDARD NGS DISK
 MG0916'STAMPED --- NORTH LIBERTY N0 1 1987 ---
 MG0916'SET INTO THE TOP OF R R-A ROUND CONCRETE MONUMENT
 MG0916'25 CM 10 INCHES IN DIAMETER /ON SIDE F F-FLUSH.
 MG0916'LOCATED 40.23 METERS (132.0 FEET) NORTH FROM THE NW CORNER
 MG0916'OF THE COMPOUND, LOCATED 0.46 METERS (1.5 FEET) SOUTH
 MG0916'FROM A WITNESS POST.
 MG0916'REFERENCE MARK IS A STANDARD NGS DISK STAMPED---
 MG0916'NORTH LIBERTY NO 2 1987 --- SET INTO TOP OF
 MG0916'R R-A ROUND CONCRETE MONUMENT 25 CM 10 INCHES IN DIAMETER/
 MG0916'ON SIDE F F-FLUSH WITH GROUND.
 MG0916'LOCATED 22.95 METERS (75.3 FT) NORTHEAST FROM THE
 MG0916'NORTHWEST CORNER OF THE COMPOUND, LOCATED 20.45 METERS
 MG0916'(67.1 FT) NORTH FROM THE 4TH POST EAST OF THE NORTHWEST
 MG0916'CORNER OF THE COMPOUND, LOCATED 0.46 METERS (1.5 FT)
 MG0916'WEST FROM A WITNESS POST AND 0.5 METERS AND 1.5 FEET
 MG0916'B A-ABOVE/B-BELOW/L-LEVEL WITH THE STATION.
 MG0916'REFERENCE MARK NO 03 IS A STANDARD NGS DISK STAMPED---
 MG0916'NORTH LIBERTY NO 3 1987 --- SET INTO THE TOP
 MG0916'OF R R-A ROUND CONCRETE MONUMENT 25 CM 10 INCHES
 MG0916'IN DIAMETER/ON SIDE F F-FLUSH.
 MG0916'LOCATED 20.61 METERS (67.6 FT) NORTHWEST FROM THE NW CORNER
 MG0916'OF THE COMPOUND, LOCATED 0.46 METERS (1.5 FT) NORTHEAST
 MG0916'FROM A WITNESS POST.
 MG0916
 MG0916                          STATION RECOVERY (1987)
 MG0916
 MG0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MG0916'RECOVERED IN GOOD CONDITION.
 MG0916
 MG0916                          STATION RECOVERY (1990)
 MG0916
 MG0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 MG0916'THE STATION IS LOCATED ABOUT 8 KM (5.0 MI) SOUTHWEST FROM SOLON, 4.8
 MG0916'KM (3.0 MI) EAST FROM U.S. HIGHWAY 218, 3.2 KM (2.0 MI) NORTHEAST
 MG0916'FROM NORTH LIBERTY AND ON THE NORTHERN SLOPE OF A HILL OVERLOOKING
 MG0916'CORALVILLE RESERVOIR.  OWNERSHIP--U.S. ARMY CORPS OF ENGINEERS,
 MG0916'LEASED TO THE NATIONAL RADIO ASTRONOMY OBSERVATORY, ASSOCIATED
 MG0916'UNIVERSITIES INC.  CONTACT--DR C.M. WADE, HEAD, SITE DEVELOPMENT
 MG0916'GROUP, VLBA PROJECT, P.O. BOX O, SOCORRO NM 87801, PHONE
 MG0916'505-835-5351.
 MG0916'TO REACH THE STATION FROM THE POST OFFICE AT 325 NORTH FRONT STREET,
 MG0916'IN NORTH LIBERTY, GO NORTH ON NORTH FRONT STREET AND JOHNSON COUNTY
 MG0916'ROAD F28 FOR 0.97 KM (0.60 MI) TO A CURVE TO THE RIGHT.  CONTINUE
 MG0916'NORTHEASTERLY ON COUNTY ROAD F28 FOR 2.82 KM (1.75 MI) TO A GRAVELED
 MG0916'DRIVE ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON THE DRIVE FOR 0.32
 MG0916'KM (0.20 MI) TO A CHAINLINK FENCED COMPOUND.  BEAR RIGHT FOR ABOUT 30
 MG0916'METERS THEN TURN LEFT AND GO EAST, ALONG THE NORTH SIDE OF THE
 MG0916'COMPOUND FOR 0.16 KM (0.10 MI) TO THE STATION, JUST OUTSIDE OF AND AT
 MG0916'THE NORTHWEST CORNER OF THE COMPOUND.
 MG0916'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A 30 CM ROUND
 MG0916'CONCRETE MONUMENT FLUSH WITH THE GROUND.  LOCATED 29.14 M (95.60 FT)
 MG0916'NORTHWEST FROM THE 4TH POST EAST FROM THE NORTHWEST CORNER OF THE
 MG0916'COMPOUND, 25.0 M (82.0 FT) NORTH FROM THE NORTHWEST CORNER OF THE
 MG0916'COMPOUND AND 0.9 M (3.0 FT) EAST FROM A WITNESS POST.
 MG0916'DESCRIBED BY J.A. ODUM, TYPED BY HJS.
 MG0916
 MG0916                          STATION RECOVERY (1993)
 MG0916
 MG0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (CLS)
 MG0916'THE STATIONIS LOCATED ABOUT 8 KM (4.97 MI) SOUTHWEST FROM SOLON, 4.8
 MG0916'KM (2.98 MI) EAST OF US HIGHWAY 218, 3.2 KM (1.99 MI) NORTHEAST OF
 MG0916'NORTH LIBERTY, AND ON THE NORTHERN SLOPE OF A HILL OVERLOOKING
 MG0916'CORALVILLE RESERVOIR. OWNERSHIP--US ARMY CORPS OF ENGINEERS, LEASED TO
 MG0916'THE NATIONAL RADIO ASTRONOMY OBSERVATORY, ASSOCIATED UNIVERSITIES INC.
 MG0916'CONTACT--DR. C.M. WADE, HEAD, SITE DEVELOPMENT GROUP, VLBA PROJECT,
 MG0916'P.O. BOX O, SOCORRO, NM 87801. PHONE 505-835-5351.
 MG0916' 
 MG0916'TO REACH FROM THE POST OFFICE AT 325 NORTH FRONT STREET IN NORTH
 MG0916'LIBERTY, GO NORTH ON NORTH FRONT STREET AND JOHNSON COUNTY ROAD F28
 MG0916'FOR 0.97 KM (0.60 MI) TO A CURVE TO THE RIGHT.  CONTINUE NORTHEASTERLY
 MG0916'ON COUNTY ROAD F28 FOR 2.82 KM (1.75 MI) TO A GRAVEL ROAD AND PIPE
 MG0916'GATE LEFT.  TURN LEFT, NORTHERLY, THROUGH PIPE GATE (OPEN DURING
 MG0916'DAYLIGHT HOURS, LOCKED AFTER DARK) ON GRAVEL DRIVE FOR 0.3 KM (0.19
 MG0916'MI) TO A CHAINLINK FENCED COMPOUND.  BEAR RIGHT FOR ABOUT 30 M (98.42
 MG0916'FT) THEN TURN LEFT, WEST, ALONG THE NORTH SIDE OF THE COMPOUND FOR
 MG0916'0.15 KM (0.09 MI) TO THE STATION, JUST OUTSIDE OF AND AT THE NORTHWEST
 MG0916'CORNER OF THE COMPOUND.
 MG0916' 
 MG0916'STATION MARK IS A STANDARD NGS DISK SET IN THE TOP OF 30 CM ROUND
 MG0916'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 29.1 M (95.47 FT)
 MG0916'NORTHWEST OF THE 4TH POST EAST FROM THE NORTHWEST CORNER OF THE
 MG0916'COMPOUND, 25.0 M (82.02 FT) NORTH OF THE NORTHWEST CORNER OF THE
 MG0916'COMPOUND, AND 0.9 M (2.95 FT) EAST OF A WITNESS POST.
 MG0916
 MG0916                          STATION RECOVERY (1995)
 MG0916
 MG0916'RECOVERY NOTE BY NOS OCEANOG SERVICES 1995 (DW)
 MG0916'STATION IS AT NATIONAL RADIO ASTRONOMY OBSERVATORY, NORTH LIBERTY,
 MG0916'IOWA.  STATION IS 2.05 MI (3.30 KM) NE OF WATER TOWER IN NORTH LIBERTY
 MG0916'AND 7.8 MI (12.6 KM) NNW OF OLD STATE CAPITOL IN IOWA CITY. TO ACCESS
 MG0916'FROM EXIT 4 OF INTERSTATE 380, GO E ON COUNTY ROAD F-28 (PENN STREET)
 MG0916'FOR 1.7 MI (2.7 KM) .  TURN N, LEFT, ONTO N FRONT STREET (STILL F-28)
 MG0916'AND GO 2.0 MI (3.2 KM) TO NRAO ENTRANCE (ROAD 47) .  TURN NW INTO NRAO
 MG0916'AND GO 0.2 MI (0.3 KM) PASSED GATE.  GO W ON TRACK ROAD ALONG N SIDE
 MG0916'OF N FENCE AROUND NRAO COMPOUND TO NW CORNER OF FENCE.  STATION IS
 MG0916'25.0 M (82.0 FT) N OF NW CORNER OF FENCE, 29.1 M (95.5 FT) NW OF 4TH
 MG0916'POST ( 8.7 M (28.5 FT) ) E OF NW CORNER, 15.3 M (50.2 FT) AZIMUTH 305
 MG0916'DEGREES OF RM 2, 15.2 M (49.9 FT) AZIM 185 DEGREES OF RM 1, 15.3 M
 MG0916'(50.2 FT) AZIM 65 DEGREES OF RM 3, 52 M (170.6 FT) N OF PERMANENT GPS
 MG0916'STATION.  STATION IS ON A 0.3 M (1.0 FT) CONCRETE POST SET FLUSH WITH
 MG0916'GROUND AND IS 0.9 M (3.0 FT) E OF A WITNESS POST.  CONTACT IS VLBA
 MG0916'CONTROLLER.  NE, SW, NE, NW, SEC 5, T80N, R6W.
 MG0916
 MG0916                          STATION RECOVERY (1996)
 MG0916
 MG0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 MG0916'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTHWEST FROM SOLON, 4.8
 MG0916'KM (3.00 MI) EAST FROM U.S.  HIGHWAY 218, 3.2 KM (2.00 MI) NORTHEAST
 MG0916'FROM NORTH LIBERTY AND ON THE NORTHERN SLOPE OF A HILL OVERLOOKING
 MG0916'CORALVILLE RESERVOIR.  OWNERSHIP--U.S.  ARMY CORPS OF ENGINEERS,
 MG0916'LEASED TO THE NATIONAL RADIO ASTRONOMY OBSERVATORY, ASSOCIATED
 MG0916'UNIVERSITIES INC.  CONTACT--DR C.M.  WADE, HEAD, SITE DEVELOPMENT
 MG0916'GROUP, VLBA PROJECT, P.O.  BOX O, SOCORRO NM 87801, PHONE
 MG0916'505-835-5351.  TO REACH THE STATION FROM THE POST OFFICE AT 325 NORTH
 MG0916'FRONT STREET, IN NORTH LIBERTY, GO NORTH ON NORTH FRONT STREET AND
 MG0916'JOHNSON COUNTY ROAD F28 FOR 0.97 KM (0.60 MI) TO A CURVE TO THE RIGHT.
 MG0916'CONTINUE NORTHEASTERLY ON COUNTY ROAD F28 FOR 2.82 KM (1.75 MI) TO A
 MG0916'GRAVELED DRIVE ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON THE DRIVE
 MG0916'FOR 0.32 KM (0.20 MI) TO A CHAINLINK FENCED COMPOUND.  BEAR RIGHT FOR
 MG0916'ABOUT 30 METERS (98.4 FT) THEN TURN LEFT AND GO EAST, ALONG THE NORTH
 MG0916'SIDE OF THE COMPOUND FOR 0.16 KM (0.10 MI) TO THE STATION, JUST
 MG0916'OUTSIDE OF AND AT THE NORTHWEST CORNER OF THE COMPOUND.  THE STATION
 MG0916'IS A STANDARD NGS DISK SET IN THE TOP OF A 30 CM ROUND CONCRETE
 MG0916'MONUMENT FLUSH WITH THE GROUND.  LOCATED 29.14 M (95.60 FT) NORTHWEST
 MG0916'FROM THE 4TH POST EAST FROM THE NORTHWEST CORNER OF THE COMPOUND, 25.0
 MG0916'M (82.0 FT) NORTH FROM THE NORTHWEST CORNER OF THE COMPOUND AND 0.9 M
 MG0916'(3.0 FT) EAST FROM A WITNESS POST.
 MG0916
 MG0916                          STATION RECOVERY (1996)
 MG0916
 MG0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 MG0916'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTHWEST OF SOLON, IA.,
 MG0916'4.8 KM (3.00 MI) EAST OF U.S.  HIGHWAY 218, 3.2 KM (2.00 MI) NORTHEAST
 MG0916'OF NORTH LIBERTY, IA., ON THE NORTHERN SLOPE OF A HILL OVERLOOKING THE
 MG0916'CORALVILLE RESERVOIR.  OWNERSHIP--U.S.  ARMY CORPS OF ENGINEERS,
 MG0916'LEASED TO THE NATIONAL RADIO ASTRONOMY OBSERVATORY, ASSOCIATED
 MG0916'UNIVERSITIES INC.  CONTACT--DR.  C.M.  WADE, HEAD, SITE DEVELOPMENT
 MG0916'GROUP, VLBA PROJECT, P.O.  BOX O, SOCORRO, NM.  87801. PHONE
 MG0916'505-835-5351.  NOTE--THIS STATION IS AN (FBN STATION) .  TO REACH THE
 MG0916'STATION FROM THE POST OFFICE AT 325 NORTH FRONT STREET IN NORTH
 MG0916'LIBERTY, GO NORTH, 0.88 KM (0.55 MI) ALONG NORTH FRONT STREET AND
 MG0916'JOHNSON COUNTY ROAD F28 TO A CURVE TO THE RIGHT.  CONTINUE
 MG0916'NORTHEASTERLY, 2.65 KM (1.65 MI) AROUND THE CURVE AND ALONG ROAD F28
 MG0916'TO A GRAVEL ROAD AND PIPE GATE ON THE LEFT.  TURN LEFT, NORTHERLY, 0.3
 MG0916'KM (0.20 MI) THROUGH THE GATE (OPEN DURING DAYLIGHT HOURS, LOCKED
 MG0916'AFTER DARK) AND ALONG THE GRAVEL ROAD TO A CHAINLINK FENCED COMPOUND.
 MG0916'BEAR RIGHT, FOR ABOUT 30.0 M (98.4 FT) THEN LEFT, WEST, 0.15 KM (0.10
 MG0916'MI) ALONG A DIM TRACK ROAD ALONG THE NORTH SIDE OF THE COMPOUND TO THE
 MG0916'STATION ON THE RIGHT, JUST OUTSIDE AND NORTH OF THE NORTHWEST CORNER
 MG0916'OF THE COMPOUND.  STATION IS 29.1 M (95.5 FT) NORTHWEST OF THE 4TH
 MG0916'POST EAST OF THE COMPOUNDS NORTHWEST CORNER, 25.0 M (82.0 FT) NORTH OF
 MG0916'THE COMPOUNDS NORTHWEST CORNER, 0.9 M (3.0 FT) EAST OF A WITNESS POST,
 MG0916'AND THE MONUMENT IS ABOUT 1.0 M (3.3 FT) LOWER THAN THE COMPOUND FENCE
 MG0916'AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
 MG0916
 MG0916                          STATION RECOVERY (1997)
 MG0916
 MG0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 MG0916'RECOVERED AS DESCRIBED.
 MG0916
 MG0916                          STATION RECOVERY (1998)
 MG0916
 MG0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MG0916'3.6 KM (2.25 MI) NORTHERLY ALONG NORTH FRONT STREET AND MEHAFFEY
 MG0916'BRIDGE ROAD FROM THE POST OFFICE IN NORTH LIBERTY, THENCE 0.3 KM (0.20
 MG0916'MI) NORTHERLY ALONG A GRAVELED ROAD, THENCE 0.1 KM (0.05 MI) WESTERLY
 MG0916'ALONG A FENCE, 24.8 M (81.4 FT) NORTH OF THE NORTHWEST CORNER OF A
 MG0916'FENCE ENCLOSING A VLBA SITE, 1.9 M (6.2 FT) NORTH OF A WITNESS POST,
 MG0916'0.9 M (3.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 MG0916'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE
 MG0916'ARMY CORPS OF ENGINEERS.  TO GAIN ACCESS TO THE MONUMENT CONTACT JACK
 MG0916'MEADOWS, 2269 MEHAFFEY, NORTH LIBERTY, IA 52317, TELEPHONE NUMBER
 MG0916'(319) 626-6878.  THE MONUMENT IS A STATE HARN STATION.
 MG0916
 MG0916                          STATION RECOVERY (2001)
 MG0916
 MG0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 MG0916'RECOVERED IN GOOD CONDITION.
 MG0916
 MG0916                          STATION RECOVERY (2003)
 MG0916
 MG0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 MG0916'NEW TO-REACH OCCASIONED BY CONSTRUCTION OF NEW POST OFFICE IN NORTH
 MG0916'LIBERTY AND RENOVATION OF OLD POST OFFICE AT 325 NORTH FRONT ST FOR
 MG0916'OTHER USE.
 MG0916' 
 MG0916'TO REACH THE STATION FROM THE NEW POST OFFICE IN NORTH LIBERTY,
 MG0916'LOCATED IN THE SE ANGLE OF THE INTERSECTION OF STATE HWY 965 AND
 MG0916'COMMERCIAL DRIVE, GO 0.4 MILE NORTH ON HWY 965 TO A RIGHT TURN ON PENN
 MG0916'ST. PROCEED 0.5 MILE EAST TO NORTH FRONT ST AND COUNTY ROAD F28.
 MG0916'TURN LEFT AND GO 2.05 MILE NORTH AND THEN NE ON ROAD F28 (MEHAFFEY
 MG0916'BRIDGE RD) TO A LEFT TURN ONTO SMALL GRAVEL ROAD. PASS THROUGH PIPE
 MG0916'GATE WHICH IS ALWAYS OPEN AT PRESENT TIME AND PROCEED 0.2 MILE NORTH
 MG0916'TO CONTROL BUILDING FOR THIS NATIONAL RADIO ASTRONOMY OBSERVATORY,
 MG0916'VERY LONG BASELINE ARRAY STATION (NRAO NLVLBA). NOTIFY
 MG0916'PERSONNEL AT ABOVE FACILITY, CURRENTLY  D.J. BEARD AND MIKE BURGERT,
 MG0916'AT 319-626-6878 PRIOR TO ARRIVAL.
 MG0916' 
 MG0916'PROCEED IN TRUCK OR ON FOOT 0.1 MILE WESTERLY ON A DIM TRACK ROAD
 MG0916'ALONG THE NORTH FENCE OF THE VLBA COMPOUND TO THE STATION ON THE
 MG0916'RIGHT, JUST OUTSIDE AND NORTH OF THE NW FENCE CORNER. NORTH LIBERTY
 MG0916'CORS IS TO THE LEFT OR SOUTH.
 MG0916' 
 MG0916'THE STATION IS ON PROPERTY CONTROLLED BY THE CORPS OF ENGINEERS.
 MG0916'CONTACTS AT THE PRESENT TIME ARE RANDY HAAS, SUPERVISOR,  AND MARY SUE
 MG0916'BOWERS, PARK RANGER, U.S. ARMY CORPS OF ENGINEERS, CORALVILLE LAKE
 MG0916'PROJECT, 2850 PRAIRIE DU CHIEN ROAD, IOWA CITY, IA
 MG0916'52240-7820. OFFICE PHONE (319) 338-3543 EXT. 6306 FAX (319) 354-4466.
 MG0916'SITE CLEARING WAS ARRANGED IN 2003 THROUGH THE ABOVE PARK RANGER. VLBA
 MG0916'PERSONNEL MAY MAINTAIN THE SITE CLEAR FROM NOW ON.
 MG0916' 
 MG0916'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3921 ***********************************************************************
 AA3921  CORS        -  This is a GPS Continuously Operating Reference Station.
 AA3921  DESIGNATION -  NORTH LIBERTY CORS L1 PHASE CENTER
 AA3921  CORS_ID     -  NLIB
 AA3921  PID         -  AA3921
 AA3921  STATE/COUNTY-  IA/JOHNSON
 AA3921  USGS QUAD   -  ELY (1994)
 AA3921
 AA3921                         *CURRENT SURVEY CONTROL
 AA3921  ___________________________________________________________________
 AA3921* NAD 83(CORS)-  41 46 17.70040(N)    091 34 29.59248(W)     ADJUSTED  
 AA3921* NAVD 88     -                                                        
 AA3921  ___________________________________________________________________
 AA3921  EPOCH DATE  -        2002.00
 AA3921  X           -    -130,933.940 (meters)                     COMP
 AA3921  Y           -  -4,762,293.221 (meters)                     COMP
 AA3921  Z           -   4,226,854.849 (meters)                     COMP
 AA3921  ELLIP HEIGHT-         208.26  (meters)          (03/??/02) GPS OBS
 AA3921  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 AA3921
 AA3921  HORZ ORDER  -  SPECIAL (CORS)
 AA3921  ELLP ORDER  -  SPECIAL (CORS)
 AA3921
 AA3921.ITRF positions are available for this station.
 AA3921.The coordinates were established by GPS observations
 AA3921.and adjusted by the National Geodetic Survey in March 2002..
 AA3921.The coordinates are valid at the epoch date displayed above.
 AA3921.The epoch date for horizontal control is a decimal equivalence
 AA3921.of Year/Month/Day.
 AA3921
 AA3921
 AA3921.The PID for the CORS ARP is AF9523.
 AA3921
 AA3921.The XYZ, and position/ellipsoidal ht. are equivalent.
 AA3921
 AA3921.The ellipsoidal height was determined by GPS observations
 AA3921.and is referenced to NAD 83.
 AA3921
 AA3921.The geoid height was determined by GEOID03.
 AA3921
 AA3921;                    North         East     Units Scale Factor Converg.
 AA3921;SPC IA S     -   198,509.171   660,052.824   MT  0.99999793   +1 16 05.1
 AA3921
 AA3921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3921!SPC IA S     -   0.99996734  x   0.99999793  =   0.99996527
 AA3921
 AA3921                          SUPERSEDED SURVEY CONTROL
 AA3921
 AA3921  NAD 83(CORS)-  41 46 17.70033(N)    091 34 29.59291(W) AD(1996.00) c
 AA3921  NAD 83(CORS)-  41 46 17.70029(N)    091 34 29.59287(W) AD(1997.00) c
 AA3921  ELLIP H (07/??/96)  208.26   (m)                       GP(1997.00) c c
 AA3921  ELLIP H (07/??/96)  208.26   (m)                       GP(1996.00) c c
 AA3921  NAD 83(CORS)-  41 46 17.70029(N)    091 34 29.59287(W) AD(1997.00) c
 AA3921  ELLIP H (07/??/95)  208.26   (m)                       GP(1997.00) c c
 AA3921
 AA3921.Superseded values are not recommended for survey control.
 AA3921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3921.See file dsdata.txt to determine how the superseded data were derived.
 AA3921
 AA3921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1844725397(NAD 83)
 AA3921_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AA3921_MARK LOGO: JPL   
 AA3921_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3921
 AA3921                          STATION DESCRIPTION
 AA3921
 AA3921'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AA3921'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AA3921'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AA3921'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AA3921'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AA3921'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9523 ***********************************************************************
 AF9523  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9523  DESIGNATION -  NORTH LIBERTY CORS ARP
 AF9523  CORS_ID     -  NLIB
 AF9523  PID         -  AF9523
 AF9523  STATE/COUNTY-  IA/JOHNSON
 AF9523  USGS QUAD   -  ELY (1994)
 AF9523
 AF9523                         *CURRENT SURVEY CONTROL
 AF9523  ___________________________________________________________________
 AF9523* NAD 83(CORS)-  41 46 17.70040(N)    091 34 29.59248(W)     ADJUSTED  
 AF9523* NAVD 88     -                                                        
 AF9523  ___________________________________________________________________
 AF9523  EPOCH DATE  -        2002.00
 AF9523  X           -    -130,933.938 (meters)                     COMP
 AF9523  Y           -  -4,762,293.139 (meters)                     COMP
 AF9523  Z           -   4,226,854.775 (meters)                     COMP
 AF9523  ELLIP HEIGHT-         208.15  (meters)          (03/??/02) GPS OBS
 AF9523  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 AF9523
 AF9523  HORZ ORDER  -  SPECIAL (CORS)
 AF9523  ELLP ORDER  -  SPECIAL (CORS)
 AF9523
 AF9523.ITRF positions are available for this station.
 AF9523.The coordinates were established by GPS observations
 AF9523.and adjusted by the National Geodetic Survey in March 2002..
 AF9523.The coordinates are valid at the epoch date displayed above.
 AF9523.The epoch date for horizontal control is a decimal equivalence
 AF9523.of Year/Month/Day.
 AF9523
 AF9523
 AF9523.The PID for the CORS L1 Phase Center is AA3921.
 AF9523
 AF9523.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9523
 AF9523.The ellipsoidal height was determined by GPS observations
 AF9523.and is referenced to NAD 83.
 AF9523
 AF9523.The geoid height was determined by GEOID03.
 AF9523
 AF9523;                    North         East     Units Scale Factor Converg.
 AF9523;SPC IA S     -   198,509.171   660,052.824   MT  0.99999793   +1 16 05.1
 AF9523
 AF9523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9523!SPC IA S     -   0.99996735  x   0.99999793  =   0.99996528
 AF9523
 AF9523                          SUPERSEDED SURVEY CONTROL
 AF9523
 AF9523  NAD 83(CORS)-  41 46 17.70033(N)    091 34 29.59291(W) AD(1996.00) c
 AF9523  NAD 83(CORS)-  41 46 17.70029(N)    091 34 29.59287(W) AD(1997.00) c
 AF9523  ELLIP H (07/??/96)  208.15   (m)                       GP(1997.00) c c
 AF9523  ELLIP H (07/??/96)  208.15   (m)                       GP(1996.00) c c
 AF9523  NAD 83(CORS)-  41 46 17.70029(N)    091 34 29.59287(W) AD(1997.00) c
 AF9523  ELLIP H (07/??/95)  208.15   (m)                       GP(1997.00) c c
 AF9523
 AF9523.Superseded values are not recommended for survey control.
 AF9523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9523.See file dsdata.txt to determine how the superseded data were derived.
 AF9523
 AF9523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1844725397(NAD 83)
 AF9523_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9523
 AF9523                          STATION DESCRIPTION
 AF9523
 AF9523'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9523'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9523'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9523'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9523'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9523'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9524 ***********************************************************************
 AF9524  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9524  DESIGNATION -  NORTH LIBERTY CORS MONUMENT
 AF9524  PID         -  AF9524
 AF9524  STATE/COUNTY-  IA/JOHNSON
 AF9524  USGS QUAD   -  ELY (1994)
 AF9524
 AF9524                         *CURRENT SURVEY CONTROL
 AF9524  ___________________________________________________________________
 AF9524* NAD 83(CORS)-  41 46 17.70040(N)    091 34 29.59248(W)     ADJUSTED  
 AF9524* NAVD 88     -       240.59   (meters)     789.3    (feet)  GPS OBS   
 AF9524  ___________________________________________________________________
 AF9524  EPOCH DATE  -        2002.00
 AF9524  X           -    -130,933.936 (meters)                     COMP
 AF9524  Y           -  -4,762,293.094 (meters)                     COMP
 AF9524  Z           -   4,226,854.735 (meters)                     COMP
 AF9524  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AF9524  ELLIP HEIGHT-         208.09  (meters)          (03/??/02) GPS OBS
 AF9524  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 AF9524
 AF9524  HORZ ORDER  -  A
 AF9524  ELLP ORDER  -  FOURTH    CLASS I
 AF9524
 AF9524.ITRF positions are available for this station.
 AF9524.The horizontal coordinates were established by GPS observations
 AF9524.and adjusted by the National Geodetic Survey in March 2002..
 AF9524.The horizontal coordinates are valid at the epoch date displayed above.
 AF9524.The epoch date for horizontal control is a decimal equivalence
 AF9524.of Year/Month/Day.
 AF9524
 AF9524.The orthometric height was determined by GPS observations and a
 AF9524.high-resolution geoid model using precise GPS observation and
 AF9524.processing techniques.
 AF9524
 AF9524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9524
 AF9524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9524
 AF9524.The ellipsoidal height was determined by GPS observations
 AF9524.and is referenced to NAD 83.
 AF9524
 AF9524.The geoid height was determined by GEOID03.
 AF9524
 AF9524;                    North         East     Units Scale Factor Converg.
 AF9524;SPC IA S     -   198,509.171   660,052.824   MT  0.99999793   +1 16 05.1
 AF9524;UTM  15      - 4,625,397.309   618,447.025   MT  0.99977264   +0 56 58.1
 AF9524
 AF9524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9524!SPC IA S     -   0.99996736  x   0.99999793  =   0.99996529
 AF9524!UTM  15      -   0.99996736  x   0.99977264  =   0.99974001
 AF9524
 AF9524                          SUPERSEDED SURVEY CONTROL
 AF9524
 AF9524  NAD 83(CORS)-  41 46 17.70033(N)    091 34 29.59291(W) AD(1996.00) A
 AF9524  NAD 83(CORS)-  41 46 17.70029(N)    091 34 29.59287(W) AD(1997.00) A
 AF9524  ELLIP H (07/??/96)  208.09   (m)                       GP(1997.00) 4 1
 AF9524  ELLIP H (07/??/96)  208.09   (m)                       GP(1996.00) 4 1
 AF9524  NAD 83(CORS)-  41 46 17.70029(N)    091 34 29.59287(W) AD(1997.00) A
 AF9524  ELLIP H (07/??/95)  208.09   (m)                       GP(1997.00) 4 1
 AF9524
 AF9524.Superseded values are not recommended for survey control.
 AF9524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9524.See file dsdata.txt to determine how the superseded data were derived.
 AF9524
 AF9524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1844725397(NAD 83)
 AF9524_STAMPING: 4007-S NORTH LIBERTY
 AF9524'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'NLIB'
 AF9524'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AF9524'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9524'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9524'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9524'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AF9524'
 AF9524' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9177 ***********************************************************************
 AE9177  DESIGNATION -  NORTH LIBERTY RM 1
 AE9177  PID         -  AE9177
 AE9177  STATE/COUNTY-  IA/JOHNSON
 AE9177  USGS QUAD   -  ELY (1994)
 AE9177
 AE9177                         *CURRENT SURVEY CONTROL
 AE9177  ___________________________________________________________________
 AE9177* NAD 83(1986)-  41 46 19.     (N)    091 34 31.     (W)     SCALED    
 AE9177* NAVD 88     -       236.556  (meters)     776.10   (feet)  ADJUSTED  
 AE9177  ___________________________________________________________________
 AE9177  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 AE9177  DYNAMIC HT  -         236.465 (meters)     775.80  (feet)  COMP
 AE9177  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 AE9177
 AE9177  VERT ORDER  -  SECOND    CLASS I
 AE9177
 AE9177.The horizontal coordinates were scaled from a topographic map and have
 AE9177.an estimated accuracy of +/- 6 seconds.
 AE9177
 AE9177.The orthometric height was determined by differential leveling
 AE9177.and adjusted by the National Geodetic Survey in July 2002..
 AE9177
 AE9177.The geoid height was determined by GEOID03.
 AE9177
 AE9177.The dynamic height is computed by dividing the NAVD 88
 AE9177.geopotential number by the normal gravity value computed on the
 AE9177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9177.degrees latitude (g = 980.6199 gals.).
 AE9177
 AE9177.The modeled gravity was interpolated from observed gravity values.
 AE9177
 AE9177;                    North         East    Units  Estimated Accuracy
 AE9177;SPC IA S     -   198,550.      660,020.      MT  (+/- 180 meters Scaled)
 AE9177
 AE9177                          SUPERSEDED SURVEY CONTROL
 AE9177
 AE9177.No superseded survey control is available for this station.
 AE9177
 AE9177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG184254(NAD 83)
 AE9177_MARKER: DR = REFERENCE MARK DISK
 AE9177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9177_STAMPING: NORTH LIBERTY NO 1 1987
 AE9177_MARK LOGO: NGS   
 AE9177_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9177+STABILITY: SURFACE MOTION
 AE9177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9177+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1998
 AE9177
 AE9177  HISTORY     - Date     Condition        Report By
 AE9177  HISTORY     - 1987     MONUMENTED       NGS
 AE9177  HISTORY     - 19980107 GOOD             NGS
 AE9177
 AE9177                          STATION DESCRIPTION
 AE9177
 AE9177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9177'3.6 KM (2.25 MI) NORTHERLY ALONG NORTH FRONT STREET AND MEHAFFEY
 AE9177'BRIDGE ROAD FROM THE POST OFFICE IN NORTH LIBERTY, THENCE 0.3 KM (0.20
 AE9177'MI) NORTHERLY ALONG A GRAVELED ROAD, THENCE 0.1 KM (0.05 MI) WESTERLY
 AE9177'ALONG A FENCE, 40.0 M (131.2 FT) NORTH OF THE NORTHWEST CORNER OF A
 AE9177'FENCE ENCLOSING A VLBA SITE, 15.2 M (49.9 FT) NORTH OF THE STATION
 AE9177'MARK, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AE9177'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 AE9177'OWNED BY THE ARMY CORPS OF ENGINEERS.  TO GAIN ACCESS TO THE MONUMENT
 AE9177'CONTACT JACK MEADOWS, 2269 MEHAFFEY, NORTH LIBERTY, IA 52317,
 AE9177'TELEPHONE NUMBER (319) 626-6878.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9178 ***********************************************************************
 AE9178  DESIGNATION -  NORTH LIBERTY RM 2
 AE9178  PID         -  AE9178
 AE9178  STATE/COUNTY-  IA/JOHNSON
 AE9178  USGS QUAD   -  ELY (1994)
 AE9178
 AE9178                         *CURRENT SURVEY CONTROL
 AE9178  ___________________________________________________________________
 AE9178* NAD 83(1986)-  41 46 18.     (N)    091 34 30.     (W)     SCALED    
 AE9178* NAVD 88     -       238.423  (meters)     782.23   (feet)  ADJUSTED  
 AE9178  ___________________________________________________________________
 AE9178  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 AE9178  DYNAMIC HT  -         238.332 (meters)     781.93  (feet)  COMP
 AE9178  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 AE9178
 AE9178  VERT ORDER  -  SECOND    CLASS I
 AE9178
 AE9178.The horizontal coordinates were scaled from a topographic map and have
 AE9178.an estimated accuracy of +/- 6 seconds.
 AE9178
 AE9178.The orthometric height was determined by differential leveling
 AE9178.and adjusted by the National Geodetic Survey in July 2002..
 AE9178
 AE9178.The geoid height was determined by GEOID03.
 AE9178
 AE9178.The dynamic height is computed by dividing the NAVD 88
 AE9178.geopotential number by the normal gravity value computed on the
 AE9178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9178.degrees latitude (g = 980.6199 gals.).
 AE9178
 AE9178.The modeled gravity was interpolated from observed gravity values.
 AE9178
 AE9178;                    North         East    Units  Estimated Accuracy
 AE9178;SPC IA S     -   198,520.      660,040.      MT  (+/- 180 meters Scaled)
 AE9178
 AE9178                          SUPERSEDED SURVEY CONTROL
 AE9178
 AE9178.No superseded survey control is available for this station.
 AE9178
 AE9178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG184254(NAD 83)
 AE9178_MARKER: DR = REFERENCE MARK DISK
 AE9178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9178_STAMPING: NORTH LIBERTY RM 2 1987
 AE9178_MARK LOGO: NGS   
 AE9178_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9178+STABILITY: SURFACE MOTION
 AE9178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9178+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1998
 AE9178
 AE9178  HISTORY     - Date     Condition        Report By
 AE9178  HISTORY     - 1987     MONUMENTED       NGS
 AE9178  HISTORY     - 19980107 GOOD             NGS
 AE9178
 AE9178                          STATION DESCRIPTION
 AE9178
 AE9178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9178'3.6 KM (2.25 MI) NORTHERLY ALONG NORTH FRONT STREET AND MEHAFFEY
 AE9178'BRIDGE ROAD FROM THE POST OFFICE IN NORTH LIBERTY, THENCE 0.3 KM (0.20
 AE9178'MI) NORTHERLY ALONG A GRAVELED ROAD, THENCE 0.1 KM (0.05 MI) WESTERLY
 AE9178'ALONG A FENCE, 22.9 M (75.1 FT) NORTHEAST OF THE NORTHWEST CORNER OF A
 AE9178'FENCE ENCLOSING A VLBA SITE, 15.2 M (49.9 FT) SOUTHEAST OF THE STATION
 AE9178'MARK, 0.5 M (1.6 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 AE9178'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 AE9178'THE ARMY CORPS OF ENGINEERS.  TO GAIN ACCESS TO THE MONUMENT CONTACT
 AE9178'JACK MEADOWS, 2269 MEHAFFEY, NORTH LIBERTY, IA 52317, TELEPHONE NUMBER
 AE9178'(319) 626-6878.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9179 ***********************************************************************
 AE9179  DESIGNATION -  NORTH LIBERTY RM 3
 AE9179  PID         -  AE9179
 AE9179  STATE/COUNTY-  IA/JOHNSON
 AE9179  USGS QUAD   -  ELY (1994)
 AE9179
 AE9179                         *CURRENT SURVEY CONTROL
 AE9179  ___________________________________________________________________
 AE9179* NAD 83(1986)-  41 46 20.     (N)    091 34 30.     (W)     SCALED    
 AE9179* NAVD 88     -       237.469  (meters)     779.10   (feet)  ADJUSTED  
 AE9179  ___________________________________________________________________
 AE9179  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 AE9179  DYNAMIC HT  -         237.378 (meters)     778.80  (feet)  COMP
 AE9179  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 AE9179
 AE9179  VERT ORDER  -  SECOND    CLASS I
 AE9179
 AE9179.The horizontal coordinates were scaled from a topographic map and have
 AE9179.an estimated accuracy of +/- 6 seconds.
 AE9179
 AE9179.The orthometric height was determined by differential leveling
 AE9179.and adjusted by the National Geodetic Survey in July 2002..
 AE9179
 AE9179.The geoid height was determined by GEOID03.
 AE9179
 AE9179.The dynamic height is computed by dividing the NAVD 88
 AE9179.geopotential number by the normal gravity value computed on the
 AE9179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9179.degrees latitude (g = 980.6199 gals.).
 AE9179
 AE9179.The modeled gravity was interpolated from observed gravity values.
 AE9179
 AE9179;                    North         East    Units  Estimated Accuracy
 AE9179;SPC IA S     -   198,580.      660,040.      MT  (+/- 180 meters Scaled)
 AE9179
 AE9179                          SUPERSEDED SURVEY CONTROL
 AE9179
 AE9179.No superseded survey control is available for this station.
 AE9179
 AE9179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG184254(NAD 83)
 AE9179_MARKER: DR = REFERENCE MARK DISK
 AE9179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9179_STAMPING: NORTH LIBERTY NO 3 1987
 AE9179_MARK LOGO: NGS   
 AE9179_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9179+STABILITY: SURFACE MOTION
 AE9179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9179+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1998
 AE9179
 AE9179  HISTORY     - Date     Condition        Report By
 AE9179  HISTORY     - 1987     MONUMENTED       NGS
 AE9179  HISTORY     - 19980107 GOOD             NGS
 AE9179
 AE9179                          STATION DESCRIPTION
 AE9179
 AE9179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9179'3.6 KM (2.25 MI) NORTHERLY ALONG NORTH FRONT STREET AND MEHAFFEY
 AE9179'BRIDGE ROAD FROM THE POST OFFICE IN NORTH LIBERTY, THENCE 0.3 KM (0.20
 AE9179'MI) NORTHERLY ALONG A GRAVELED ROAD, THENCE 0.1 KM (0.05 MI) WESTERLY
 AE9179'ALONG A FENCE, 20.2 M (66.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 AE9179'FENCE ENCLOSING A VLBA SITE, 15.3 M (50.2 FT) WEST OF THE STATION
 AE9179'MARK, 0.5 M (1.6 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 AE9179'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 AE9179'THE ARMY CORPS OF ENGINEERS.  TO GAIN ACCESS TO THE MONUMENT CONTACT
 AE9179'JACK MEADOWS, 2269 MEHAFFEY, NORTH LIBERTY, IA 52317, TELEPHONE NUMBER
 AE9179'(319) 626-6878.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9181 ***********************************************************************
 AE9181  DESIGNATION -  NORTH LIBERTY VLBA
 AE9181  PID         -  AE9181
 AE9181  STATE/COUNTY-  IA/JOHNSON
 AE9181  USGS QUAD   -  ELY (1994)
 AE9181
 AE9181                         *CURRENT SURVEY CONTROL
 AE9181  ___________________________________________________________________
 AE9181* NAD 83(1986)-  41 46 17.     (N)    091 34 29.     (W)     SCALED    
 AE9181* NAVD 88     -       240.119  (meters)     787.79   (feet)  ADJUSTED  
 AE9181  ___________________________________________________________________
 AE9181  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 AE9181  DYNAMIC HT  -         240.027 (meters)     787.49  (feet)  COMP
 AE9181  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 AE9181
 AE9181  VERT ORDER  -  SECOND    CLASS I
 AE9181
 AE9181.The horizontal coordinates were scaled from a topographic map and have
 AE9181.an estimated accuracy of +/- 6 seconds.
 AE9181
 AE9181.The orthometric height was determined by differential leveling
 AE9181.and adjusted by the National Geodetic Survey in July 2002..
 AE9181
 AE9181.The geoid height was determined by GEOID03.
 AE9181
 AE9181.The dynamic height is computed by dividing the NAVD 88
 AE9181.geopotential number by the normal gravity value computed on the
 AE9181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9181.degrees latitude (g = 980.6199 gals.).
 AE9181
 AE9181.The modeled gravity was interpolated from observed gravity values.
 AE9181
 AE9181;                    North         East    Units  Estimated Accuracy
 AE9181;SPC IA S     -   198,490.      660,070.      MT  (+/- 180 meters Scaled)
 AE9181
 AE9181                          SUPERSEDED SURVEY CONTROL
 AE9181
 AE9181.No superseded survey control is available for this station.
 AE9181
 AE9181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG184253(NAD 83)
 AE9181_MARKER: DD = SURVEY DISK
 AE9181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9181_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9181+STABILITY: SURFACE MOTION
 AE9181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9181+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1998
 AE9181
 AE9181  HISTORY     - Date     Condition        Report By
 AE9181  HISTORY     - UNK      MONUMENTED
 AE9181  HISTORY     - 19980107 GOOD             NGS
 AE9181
 AE9181                          STATION DESCRIPTION
 AE9181
 AE9181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9181'3.6 KM (2.25 MI) NORTHERLY ALONG NORTH FRONT STREET AND MEHAFFEY
 AE9181'BRIDGE ROAD FROM THE POST OFFICE IN NORTH LIBERTY, THENCE 0.3 KM (0.20
 AE9181'MI) NORTHERLY ALONG A GRAVELED ROAD, 30.8 M (101.0 FT) EAST OF NLVLBA
 AE9181'RM 3, 19.2 M (63.0 FT) NORTHWEST OF THE BASE OF AN ANTENNA, 1.1 M (3.6
 AE9181'FT) SOUTH OF THE NORTH BOUNDARY FENCE ENCLOSING A VLBA SITE, AND THE
 AE9181'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE DISK IS
 AE9181'UNSTAMPED.  THE MONUMENT IS ON PROPERTY OWNED BY THE ARMY CORPS OF
 AE9181'ENGINEERS.  TO GAIN ACCESS TO THE MONUMENT CONTACT JACK MEADOWS, 2269
 AE9181'MEHAFFEY, NORTH LIBERTY, IA 52317, TELEPHONE NUMBER (319) 626-6878.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9180 ***********************************************************************
 AE9180  DESIGNATION -  NORTH LIBERTY VLBA RM 3
 AE9180  PID         -  AE9180
 AE9180  STATE/COUNTY-  IA/JOHNSON
 AE9180  USGS QUAD   -  ELY (1994)
 AE9180
 AE9180                         *CURRENT SURVEY CONTROL
 AE9180  ___________________________________________________________________
 AE9180* NAD 83(1986)-  41 46 18.     (N)    091 34 29.     (W)     SCALED    
 AE9180* NAVD 88     -       240.766  (meters)     789.91   (feet)  ADJUSTED  
 AE9180  ___________________________________________________________________
 AE9180  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 AE9180  DYNAMIC HT  -         240.674 (meters)     789.61  (feet)  COMP
 AE9180  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 AE9180
 AE9180  VERT ORDER  -  SECOND    CLASS I
 AE9180
 AE9180.The horizontal coordinates were scaled from a topographic map and have
 AE9180.an estimated accuracy of +/- 6 seconds.
 AE9180
 AE9180.The orthometric height was determined by differential leveling
 AE9180.and adjusted by the National Geodetic Survey in July 2002..
 AE9180
 AE9180.The geoid height was determined by GEOID03.
 AE9180
 AE9180.The dynamic height is computed by dividing the NAVD 88
 AE9180.geopotential number by the normal gravity value computed on the
 AE9180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9180.degrees latitude (g = 980.6199 gals.).
 AE9180
 AE9180.The modeled gravity was interpolated from observed gravity values.
 AE9180
 AE9180;                    North         East    Units  Estimated Accuracy
 AE9180;SPC IA S     -   198,520.      660,070.      MT  (+/- 180 meters Scaled)
 AE9180
 AE9180                          SUPERSEDED SURVEY CONTROL
 AE9180
 AE9180.No superseded survey control is available for this station.
 AE9180
 AE9180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG184254(NAD 83)
 AE9180_MARKER: I = METAL ROD
 AE9180_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9180_STAMPING: NORTH LIBERTY VLBA RM 3 AUG 1992
 AE9180_PROJECTION: FLUSH
 AE9180_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9180+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1998
 AE9180_ROD/PIPE-DEPTH: 9.1  meters
 AE9180_SLEEVE-DEPTH  : 0.9 meters
 AE9180
 AE9180  HISTORY     - Date     Condition        Report By
 AE9180  HISTORY     - 1992     MONUMENTED
 AE9180  HISTORY     - 19980107 GOOD             NGS
 AE9180
 AE9180                          STATION DESCRIPTION
 AE9180
 AE9180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9180'3.6 KM (2.25 MI) NORTHERLY ALONG NORTH FRONT STREET AND MEHAFFEY
 AE9180'BRIDGE ROAD FROM THE POST OFFICE IN NORTH LIBERTY, THENCE 0.3 KM (0.20
 AE9180'MI) NORTHERLY ALONG A GRAVELED ROAD, 9.3 M (30.5 FT) EAST OF THE WEST
 AE9180'BOUNDARY FENCE ENCLOSING A VLBA SITE, AND 4.5 M (14.8 FT) SOUTH OF THE
 AE9180'NORTH BOUNDARY FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AE9180'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE9180'FOR A CLASS A MARK.  THE MONUMENT IS ON PROPERTY OWNED BY THE ARMY
 AE9180'CORPS OF ENGINEERS.  TO GAIN ACCESS TO THE MONUMENT CONTACT JACK
 AE9180'MEADOWS, 2269 MEHAFFEY, NORTH LIBERTY, IA 52317, TELEPHONE NUMBER
 AE9180'(319) 626-6878.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9182 ***********************************************************************
 AE9182  DESIGNATION -  NORTH LIBERTY VLBA RM 2
 AE9182  PID         -  AE9182
 AE9182  STATE/COUNTY-  IA/JOHNSON
 AE9182  USGS QUAD   -  ELY (1994)
 AE9182
 AE9182                         *CURRENT SURVEY CONTROL
 AE9182  ___________________________________________________________________
 AE9182* NAD 83(1986)-  41 46 15.     (N)    091 34 29.     (W)     SCALED    
 AE9182* NAVD 88     -       240.671  (meters)     789.60   (feet)  ADJUSTED  
 AE9182  ___________________________________________________________________
 AE9182  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 AE9182  DYNAMIC HT  -         240.579 (meters)     789.30  (feet)  COMP
 AE9182  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 AE9182
 AE9182  VERT ORDER  -  SECOND    CLASS I
 AE9182
 AE9182.The horizontal coordinates were scaled from a topographic map and have
 AE9182.an estimated accuracy of +/- 6 seconds.
 AE9182
 AE9182.The orthometric height was determined by differential leveling
 AE9182.and adjusted by the National Geodetic Survey in July 2002..
 AE9182
 AE9182.The geoid height was determined by GEOID03.
 AE9182
 AE9182.The dynamic height is computed by dividing the NAVD 88
 AE9182.geopotential number by the normal gravity value computed on the
 AE9182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9182.degrees latitude (g = 980.6199 gals.).
 AE9182
 AE9182.The modeled gravity was interpolated from observed gravity values.
 AE9182
 AE9182;                    North         East    Units  Estimated Accuracy
 AE9182;SPC IA S     -   198,430.      660,070.      MT  (+/- 180 meters Scaled)
 AE9182
 AE9182                          SUPERSEDED SURVEY CONTROL
 AE9182
 AE9182.No superseded survey control is available for this station.
 AE9182
 AE9182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG184253(NAD 83)
 AE9182_MARKER: I = METAL ROD
 AE9182_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9182_STAMPING: NORTH LIBERTY VLBA RM 2 AUG 1992
 AE9182_PROJECTION: FLUSH
 AE9182_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9182+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1998
 AE9182_ROD/PIPE-DEPTH: 4.9  meters
 AE9182_SLEEVE-DEPTH  : 0.9 meters
 AE9182
 AE9182  HISTORY     - Date     Condition        Report By
 AE9182  HISTORY     - 1992     MONUMENTED
 AE9182  HISTORY     - 19980107 GOOD             NGS
 AE9182
 AE9182                          STATION DESCRIPTION
 AE9182
 AE9182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9182'3.6 KM (2.25 MI) NORTHERLY ALONG NORTH FRONT STREET AND MEHAFFEY
 AE9182'BRIDGE ROAD FROM THE POST OFFICE IN NORTH LIBERTY, THENCE 0.3 KM (0.20
 AE9182'MI) NORTHERLY ALONG A GRAVELED ROAD, 20.7 M (67.9 FT) EAST OF THE WEST
 AE9182'BOUNDARY FENCE ENCLOSING A VLBA SITE, 10.0 M (32.8 FT) NORTH OF THE
 AE9182'SOUTH BOUNDARY FENCE, AND 8.7 M (28.5 FT) SOUTHWEST OF A WEATHER
 AE9182'STATION TOWER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE9182'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AE9182'CLASS A MARK.  THE MONUMENT IS ON PROPERTY OWNED BY THE ARMY CORPS OF
 AE9182'ENGINEERS.  TO GAIN ACCESS TO THE MONUMENT CONTACT JACK MEADOWS, 2269
 AE9182'MEHAFFEY, NORTH LIBERTY, IA 52317, TELEPHONE NUMBER (319) 626-6878.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9183 ***********************************************************************
 AE9183  DESIGNATION -  NORTH LIBERTY VLBA RM 1
 AE9183  PID         -  AE9183
 AE9183  STATE/COUNTY-  IA/JOHNSON
 AE9183  USGS QUAD   -  ELY (1994)
 AE9183
 AE9183                         *CURRENT SURVEY CONTROL
 AE9183  ___________________________________________________________________
 AE9183* NAD 83(1986)-  41 46 13.     (N)    091 34 29.     (W)     SCALED    
 AE9183* NAVD 88     -       241.746  (meters)     793.13   (feet)  ADJUSTED  
 AE9183  ___________________________________________________________________
 AE9183  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 AE9183  DYNAMIC HT  -         241.654 (meters)     792.83  (feet)  COMP
 AE9183  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 AE9183
 AE9183  VERT ORDER  -  SECOND    CLASS I
 AE9183
 AE9183.The horizontal coordinates were scaled from a topographic map and have
 AE9183.an estimated accuracy of +/- 6 seconds.
 AE9183
 AE9183.The orthometric height was determined by differential leveling
 AE9183.and adjusted by the National Geodetic Survey in July 2002..
 AE9183
 AE9183.The geoid height was determined by GEOID03.
 AE9183
 AE9183.The dynamic height is computed by dividing the NAVD 88
 AE9183.geopotential number by the normal gravity value computed on the
 AE9183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9183.degrees latitude (g = 980.6199 gals.).
 AE9183
 AE9183.The modeled gravity was interpolated from observed gravity values.
 AE9183
 AE9183;                    North         East    Units  Estimated Accuracy
 AE9183;SPC IA S     -   198,360.      660,070.      MT  (+/- 180 meters Scaled)
 AE9183
 AE9183                          SUPERSEDED SURVEY CONTROL
 AE9183
 AE9183.No superseded survey control is available for this station.
 AE9183
 AE9183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG184252(NAD 83)
 AE9183_MARKER: I = METAL ROD
 AE9183_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE9183+WITH SETTING: INFORMATION.
 AE9183_STAMPING: NORTH LIBERTY VLBA RM 1 AUG 1992
 AE9183_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9183+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1998
 AE9183
 AE9183  HISTORY     - Date     Condition        Report By
 AE9183  HISTORY     - 1992     MONUMENTED
 AE9183  HISTORY     - 19980107 GOOD             NGS
 AE9183
 AE9183                          STATION DESCRIPTION
 AE9183
 AE9183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9183'3.6 KM (2.25 MI) NORTHERLY ALONG NORTH FRONT STREET AND MEHAFFEY
 AE9183'BRIDGE ROAD FROM THE POST OFFICE IN NORTH LIBERTY, THENCE 0.3 KM (0.20
 AE9183'MI) NORTHERLY ALONG A GRAVELED ROAD, 15.5 M (50.9 FT) SOUTH OF THE
 AE9183'WEST GATE POST OF A DOUBLE GATE, 8.9 M (29.2 FT) NORTHWEST OF THE
 AE9183'SOUTHWEST CORNER OF A GARAGE, 7.8 M (25.6 FT) SOUTHWEST OF THE
 AE9183'NORTHWEST CORNER OF THE GARAGE, AND 7.1 M (23.3 FT) NORTH OF THE ROAD
 AE9183'CENTER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AE9183'THE ROD DEPTH IS UNKNOWN.  THE MONUMENT IS ON PROPERTY OWNED BY THE
 AE9183'ARMY CORPS OF ENGINEERS.  TO GAIN ACCESS TO THE MONUMENT CONTACT JACK
 AE9183'MEADOWS, 2269 MEHAFFEY, NORTH LIBERTY, IA 52317, TELEPHONE NUMBER
 AE9183'(319) 626-6878.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1137 ***********************************************************************
 OO1137  DESIGNATION -  NORTHWOOD
 OO1137  PID         -  OO1137
 OO1137  STATE/COUNTY-  IA/WORTH
 OO1137  USGS QUAD   -  NORTHWOOD (1972)
 OO1137
 OO1137                         *CURRENT SURVEY CONTROL
 OO1137  ___________________________________________________________________
 OO1137* NAD 83(1996)-  43 26 23.46544(N)    093 12 37.94769(W)     ADJUSTED  
 OO1137* NAVD 88     -       374.6    (meters)    1229.     (feet)  VERTCON   
 OO1137  ___________________________________________________________________
 OO1137  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 OO1137  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 OO1137
 OO1137  HORZ ORDER  -  SECOND
 OO1137
 OO1137.The horizontal coordinates were established by classical geodetic methods
 OO1137.and adjusted by the National Geodetic Survey in May 1999..
 OO1137
 OO1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1137
 OO1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1137
 OO1137.The geoid height was determined by GEOID03.
 OO1137
 OO1137;                    North         East     Units Scale Factor Converg.
 OO1137;SPC IA N     - 1,215,523.260 1,523,434.510   MT  1.00003625   +0 11 46.2
 OO1137;SPC MN S     -   149,183.248   863,917.058   MT  1.00009209   +0 33 12.1
 OO1137;UTM  15      - 4,809,682.967   482,962.063   MT  0.99960357   -0 08 41.2
 OO1137
 OO1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1137!SPC IA N     -   0.99994578  x   1.00003625  =   0.99998202
 OO1137!SPC MN S     -   0.99994578  x   1.00009209  =   1.00003786
 OO1137!UTM  15      -   0.99994578  x   0.99960357  =   0.99954937
 OO1137
 OO1137|---------------------------------------------------------------------|
 OO1137| PID    Reference Object                     Distance      Geod. Az  |
 OO1137|                                                           dddmmss.s |
 OO1137| OO1136 NORTHWOOD RM 1                       10.804 METERS 05257     |
 OO1137| OO1132 KENSETT MUN TANK                    APPROX. 9.7 KM 1794451.7 |
 OO1137| CI6034 NORTHWOOD AZ MK                                    1993450.5 |
 OO1137| CI6035 NORTHWOOD RM 2                        9.303 METERS 26823     |
 OO1137|---------------------------------------------------------------------|
 OO1137
 OO1137                          SUPERSEDED SURVEY CONTROL
 OO1137
 OO1137  NAD 83(1996)-  43 26 23.46544(N)    093 12 37.94769(W) AD(       ) 2
 OO1137  NAD 83(1986)-  43 26 23.45745(N)    093 12 37.94403(W) AD(       ) 2
 OO1137  NAD 27      -  43 26 23.61093(N)    093 12 37.20769(W) AD(       ) 2
 OO1137  NGVD 29 (07/19/86)  374.6    (m)         1229.     (f) VERT ANG       
 OO1137
 OO1137.Superseded values are not recommended for survey control.
 OO1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1137.See file dsdata.txt to determine how the superseded data were derived.
 OO1137
 OO1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8296209683(NAD 83)
 OO1137_MARKER: DS = TRIANGULATION STATION DISK
 OO1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1137_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1137
 OO1137  HISTORY     - Date     Condition        Report By
 OO1137  HISTORY     - 1971     MONUMENTED       NGS
 OO1137
 OO1137                          STATION DESCRIPTION
 OO1137
 OO1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1137'THE STATION IS ABOUT 0.5 MILE SOUTHEAST OF THE CENTER OF
 OO1137'NORTHWOOD, IN THE NORTHWEST 1/4 OF SECTION 33, T. 100 N.,
 OO1137'R. 20 W. AND ON PROPERTY OF THE CARROLL GEORGE INCORPORATED
 OO1137'WOODWORKING PLANT OF NORTHWOOD.  THEIR PHONE NUMBER IS (505)
 OO1137'324-1252.
 OO1137'
 OO1137'TO REACH THE STATION FROM THE COURTHOUSE IN NORTHWOOD, GO
 OO1137'EAST ON STATE HIGHWAY 105 FOR 0.4 MILE TO A CROSSROAD JUST
 OO1137'AFTER CROSSING RAILROAD TRACKS.  TURN RIGHT AND GO SOUTH
 OO1137'ON A GRAVELED ROAD FOR 0.2 MILE TO A T-ROAD AND 2 QUONSET
 OO1137'HUTS AND THE STATION NEAR THE EAST 1 OF THE 2.
 OO1137'
 OO1137'STATION MARKS ARE STANDARD DISKS STAMPED NORTHWOOD 1971.
 OO1137'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OO1137'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 OO1137'31.7 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE EAST
 OO1137'QUONSET HUT, 28 FEET WEST OF A FENCE CORNER, 18 FEET SOUTHWEST
 OO1137'OF THE SOUTHEAST CORNER OF THE EAST QUONSET HUT, 3 FEET
 OO1137'NORTH OF A WIRE FENCE AND 2.5 FEET NORTH-NORTHWEST OF A
 OO1137'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE
 OO1137'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 OO1137'GROUND SURFACE.
 OO1137'
 OO1137'REFERENCE MARK 1, A STANDARD DISK STAMPED NORTHWOOD NO 1
 OO1137'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1137'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 OO1137'IT IS 23.6 FEET NORTH OF A FENCE CORNER, 18.1 FEET EAST-NORTHEAST
 OO1137'OF THE SOUTHWEST CORNER OF THE EAST QUONSET HUT, 16.4 FEET
 OO1137'EAST OF THE EAST EDGE OF THE EAST QUONSET HUT AND 0.5 OF
 OO1137'A FOOT WEST OF A WIRE FENCE.
 OO1137'
 OO1137'REFERENCE MARK 2, A STANDARD DISK STAMPED NORTHWOOD NO 2
 OO1137'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1137'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 46.8 FEET
 OO1137'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE WEST QUONSET
 OO1137'HUT, 14.7 FEET SOUTH OF THE SOUTHWEST CORNER OF THE EAST
 OO1137'QUONSET HUT AND 2 FEET NORTH OF A WIRE FENCE.
 OO1137'
 OO1137'THE AZIMUTH MARK, A STANDARD DISK STAMPED NORTHWOOD 1971,
 OO1137'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1137'FLUSH WITH THE GROUND SURFACE.  IT IS 48.3 FEET NORTHWEST
 OO1137'OF THE NORTHWEST CORNER OF A METAL SHED, 40 FEET EAST OF
 OO1137'THE CENTER OF U.S. HIGHWAY 65, 6 FEET NORTH OF A POWER LINE
 OO1137'POLE WITH TRANSFORMER AND 3.9 FEET SOUTH OF A METAL WITNESS
 OO1137'POST.
 OO1137'
 OO1137'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 OO1137'65 AND STATE HIGHWAY 105 JUST SOUTHWEST OF THE COURTHOUSE
 OO1137'IN NORTHWOOD, GO SOUTH ON U.S. HIGHWAY 65 FOR 1.3 MILES
 OO1137'TO THE MARK ON THE LEFT.
 OO1137'
 OO1137'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1138 ***********************************************************************
 OO1138  DESIGNATION -  NORTHWOOD MUN TANK
 OO1138  PID         -  OO1138
 OO1138  STATE/COUNTY-  IA/WORTH
 OO1138  USGS QUAD   -  NORTHWOOD (1972)
 OO1138
 OO1138                         *CURRENT SURVEY CONTROL
 OO1138  ___________________________________________________________________
 OO1138* NAD 83(1996)-  43 26 42.14895(N)    093 13 17.33095(W)     ADJUSTED  
 OO1138* NAVD 88     -       403.     (meters)    1322.     (feet)  VERTCON   
 OO1138  ___________________________________________________________________
 OO1138  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 OO1138  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 OO1138
 OO1138  HORZ ORDER  -  THIRD
 OO1138
 OO1138.The horizontal coordinates were established by classical geodetic methods
 OO1138.and adjusted by the National Geodetic Survey in May 1999..
 OO1138
 OO1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1138
 OO1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1138
 OO1138.The geoid height was determined by GEOID03.
 OO1138
 OO1138;                    North         East     Units Scale Factor Converg.
 OO1138;SPC IA N     - 1,216,096.904 1,522,546.932   MT  1.00003747   +0 11 19.6
 OO1138;UTM  15      - 4,810,261.633   482,078.297   MT  0.99960395   -0 09 08.3
 OO1138
 OO1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1138!SPC IA N     -   0.99994133  x   1.00003747  =   0.99997880
 OO1138!UTM  15      -   0.99994133  x   0.99960395  =   0.99954530
 OO1138
 OO1138                          SUPERSEDED SURVEY CONTROL
 OO1138
 OO1138  NAD 83(1996)-  43 26 42.14895(N)    093 13 17.33095(W) AD(       ) 4
 OO1138  NAD 83(1986)-  43 26 42.14087(N)    093 13 17.32707(W) AD(       ) 4
 OO1138  NAD 27      -  43 26 42.30750(N)    093 13 16.58987(W) AD(       ) 3
 OO1138  NGVD 29 (07/19/86)  403.     (m)         1322.     (f) VERT ANG       
 OO1138
 OO1138.Superseded values are not recommended for survey control.
 OO1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1138.See file dsdata.txt to determine how the superseded data were derived.
 OO1138
 OO1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8207810262(NAD 83)
 OO1138_MARKER: 53 = ELEVATED TANK
 OO1138
 OO1138  HISTORY     - Date     Condition        Report By
 OO1138  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1138
 OO1138                          STATION DESCRIPTION
 OO1138
 OO1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1138'THE NORTHWOOD MUNICIPAL TANK IS LOCATED ON THE NORTH SIDE
 OO1138'OF THE VILLAGE OF NORTHWOOD ON N. 1ST AVE, BETWEEN N. 7TH
 OO1138'ST. AND N. 8TH ST.
 OO1138'
 OO1138'THE TANK HAS A RED CONICAL ROOF, SILVER HEMISPHERICAL BOTTOM,
 OO1138'SUPPORTED BY FOUR CHANNEL STEEL LEGS.  IT IS APPROXIMATELY
 OO1138'120 FEET HIGH.
 OO1138'
 OO1138'THE POINT INTERSECTED WAS THE TOP OF CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1136 ***********************************************************************
 OO1136  DESIGNATION -  NORTHWOOD RM 1
 OO1136  PID         -  OO1136
 OO1136  STATE/COUNTY-  IA/WORTH
 OO1136  USGS QUAD   -  NORTHWOOD (1972)
 OO1136
 OO1136                         *CURRENT SURVEY CONTROL
 OO1136  ___________________________________________________________________
 OO1136* NAD 83(1996)-  43 26 23.67634(N)    093 12 37.56422(W)     ADJUSTED  
 OO1136* NAVD 88     -       374.6    (meters)    1229.     (feet)  VERTCON   
 OO1136  ___________________________________________________________________
 OO1136  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 OO1136  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 OO1136
 OO1136  HORZ ORDER  -  SECOND
 OO1136
 OO1136.The horizontal coordinates were established by classical geodetic methods
 OO1136.and adjusted by the National Geodetic Survey in May 1999..
 OO1136
 OO1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1136
 OO1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1136
 OO1136.The geoid height was determined by GEOID03.
 OO1136
 OO1136;                    North         East     Units Scale Factor Converg.
 OO1136;SPC IA N     - 1,215,529.798 1,523,443.112   MT  1.00003626   +0 11 46.5
 OO1136;SPC MN S     -   149,189.841   863,925.619   MT  1.00009207   +0 33 12.3
 OO1136;UTM  15      - 4,809,689.452   482,970.699   MT  0.99960357   -0 08 40.9
 OO1136
 OO1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1136!SPC IA N     -   0.99994578  x   1.00003626  =   0.99998203
 OO1136!SPC MN S     -   0.99994578  x   1.00009207  =   1.00003784
 OO1136!UTM  15      -   0.99994578  x   0.99960357  =   0.99954937
 OO1136
 OO1136:                Primary Azimuth Mark                     Grid Az
 OO1136:SPC IA N     -  KENSETT                                  179 59 55.6
 OO1136:SPC MN S     -  KENSETT                                  179 38 29.8
 OO1136:UTM  15      -  KENSETT                                  180 20 23.0
 OO1136
 OO1136|---------------------------------------------------------------------|
 OO1136| PID    Reference Object                     Distance      Geod. Az  |
 OO1136|                                                           dddmmss.s |
 OO1136| OO1133 KENSETT                             APPROX.10.1 KM 1801142.1 |
 OO1136| OO1137 NORTHWOOD                            10.804 METERS 23257     |
 OO1136|---------------------------------------------------------------------|
 OO1136
 OO1136                          SUPERSEDED SURVEY CONTROL
 OO1136
 OO1136  NAD 83(1996)-  43 26 23.67634(N)    093 12 37.56422(W) AD(       ) 2
 OO1136  NAD 83(1986)-  43 26 23.66836(N)    093 12 37.56054(W) AD(       ) 2
 OO1136  NAD 27      -  43 26 23.82186(N)    093 12 36.82416(W) AD(       ) 2
 OO1136  NGVD 29 (07/19/86)  374.6    (m)         1229.     (f) VERT ANG       
 OO1136
 OO1136.Superseded values are not recommended for survey control.
 OO1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1136.See file dsdata.txt to determine how the superseded data were derived.
 OO1136
 OO1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8297109689(NAD 83)
 OO1136_MARKER: DR = REFERENCE MARK DISK
 OO1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1136+STABILITY: SURFACE MOTION
 OO1136
 OO1136  HISTORY     - Date     Condition        Report By
 OO1136  HISTORY     - 1971     MONUMENTED       NGS
 OO1136
 OO1136                          STATION DESCRIPTION
 OO1136
 OO1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1136'THE STATION IS ABOUT 0.5 MILE SOUTHEAST OF THE CENTER OF
 OO1136'NORTHWOOD, IN THE NORTHWEST 1/4 OF SECTION 33, T. 100 N.,
 OO1136'R. 20 W. AND ON PROPERTY OF THE CARROLL GEORGE INCORPORATED
 OO1136'WOODWORKING PLANT OF NORTHWOOD.  THEIR PHONE NUMBER IS (505)
 OO1136'324-1252.
 OO1136'
 OO1136'TO REACH THE STATION FROM THE COURTHOUSE IN NORTHWOOD, GO
 OO1136'EAST ON STATE HIGHWAY 105 FOR 0.4 MILE TO A CROSSROAD JUST
 OO1136'AFTER CROSSING RAILROAD TRACKS.  TURN RIGHT AND GO SOUTH
 OO1136'ON A GRAVELED ROAD FOR 0.2 MILE TO A T-ROAD AND 2 QUONSET
 OO1136'HUTS AND THE STATION NEAR THE EAST 1 OF THE 2.
 OO1136'
 OO1136'THE STATION MARK, A STANDARD REFERENCE DISK STAMPED NORTHWOOD
 OO1136'NO 1 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1136'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 OO1136'IT IS 23.6 FEET NORTH OF A FENCE CORNER, 18.1 FEET
 OO1136'EAST-NORTHEAST OF THE SOUTHWEST CORNER OF THE EAST QUONSET
 OO1136'HUT, 16.4 FEET EAST OF THE EAST EDGE OF THE EAST QUONSET
 OO1136'HUT AND 0.5 OF A FOOT WEST OF A WIRE FENCE.
 OO1136'
 OO1136'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0648 ***********************************************************************
 MH0648  DESIGNATION -  NORWOOD
 MH0648  PID         -  MH0648
 MH0648  STATE/COUNTY-  IA/LUCAS
 MH0648  USGS QUAD   -  LUCAS (1982)
 MH0648
 MH0648                         *CURRENT SURVEY CONTROL
 MH0648  ___________________________________________________________________
 MH0648* NAD 83(1996)-  41 07 00.45603(N)    093 28 22.03892(W)     ADJUSTED  
 MH0648* NAVD 88     -       316.     (meters)    1037.     (feet)  SCALED    
 MH0648  ___________________________________________________________________
 MH0648  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 MH0648  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 MH0648
 MH0648  HORZ ORDER  -  FIRST
 MH0648
 MH0648.The horizontal coordinates were established by classical geodetic methods
 MH0648.and adjusted by the National Geodetic Survey in May 1999..
 MH0648
 MH0648.The orthometric height was scaled from a topographic map.
 MH0648
 MH0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0648
 MH0648.The geoid height was determined by GEOID03.
 MH0648
 MH0648;                    North         East     Units Scale Factor Converg.
 MH0648;SPC IA S     -   124,018.383   502,285.275   MT  0.99994944   +0 01 04.5
 MH0648;UTM  15      - 4,551,830.054   460,307.965   MT  0.99961939   -0 18 39.3
 MH0648
 MH0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0648!SPC IA S     -   0.99995536  x   0.99994944  =   0.99990480
 MH0648!UTM  15      -   0.99995536  x   0.99961939  =   0.99957476
 MH0648
 MH0648|---------------------------------------------------------------------|
 MH0648| PID    Reference Object                     Distance      Geod. Az  |
 MH0648|                                                           dddmmss.s |
 MH0648| CL9146 NORWOOD RM 1                         29.275 METERS 00708     |
 MH0648| CL9145 NORWOOD AZ MK                                      0884200.9 |
 MH0648| CL9147 NORWOOD RM 2                         34.627 METERS 27617     |
 MH0648|---------------------------------------------------------------------|
 MH0648
 MH0648                          SUPERSEDED SURVEY CONTROL
 MH0648
 MH0648  NAD 83(1986)-  41 07 00.46076(N)    093 28 22.05051(W) AD(       ) 1
 MH0648  NAD 27      -  41 07 00.46940(N)    093 28 21.28350(W) AD(       ) 1
 MH0648
 MH0648.Superseded values are not recommended for survey control.
 MH0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0648.See file dsdata.txt to determine how the superseded data were derived.
 MH0648
 MH0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF6030851830(NAD 83)
 MH0648_MARKER: DS = TRIANGULATION STATION DISK
 MH0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0648
 MH0648  HISTORY     - Date     Condition        Report By
 MH0648  HISTORY     - 1956     MONUMENTED       CGS
 MH0648  HISTORY     - 1958     GOOD             CGS
 MH0648
 MH0648                          STATION DESCRIPTION
 MH0648
 MH0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0648'STATION IS ABOUT 6.0 MILES NORTH AND 0.5 MILE WEST OF LUCAS,
 MH0648'IN THE SMALL VILLAGE OF NORWOOD, IN SECTION 23, T. 73 N., R. 23 W.,
 MH0648'AND ON LAND OWNED BY MR. O.W. CURTIS.
 MH0648'
 MH0648'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 34 AND U.S. HIGHWAY 65
 MH0648'AT THE WEST EDGE OF LUCAS WHERE U.S. HIGHWAY 34 GOES WEST,
 MH0648'GO NORTH ON U.S. HIGHWAY 65 FOR 6.25 MILES TO THE CROSSROAD
 MH0648'IN THE VILLAGE OF NORWOOD, (SMALL STORE IN THE NORTHEAST ANGLE.)
 MH0648'TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.05 MILE TO THE
 MH0648'STATION ON THE RIGHT.
 MH0648'
 MH0648'STATION MARKS ARE STANDARD DISKS STAMPED NORWOOD 1956.  THE
 MH0648'SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 MH0648'PROJECTS 3 INCHES.  IT IS 306 FEET SOUTHEAST OF THE SOUTHEAST
 MH0648'CORNER OF STORE, 251 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 MH0648'65, 57 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 41 FEET
 MH0648'SOUTHWEST OF A TELEPHONE POLE.  A STANDARD WITNESS POST WAS
 MH0648'SET 1 FOOT EAST OF THE MARK.  THE UNDERGROUND DISK IS SET IN
 MH0648'AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND
 MH0648'SURFACE.
 MH0648'
 MH0648'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NORWOOD NO 1 1956,
 MH0648'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 MH0648'INCHES.  IT IS 125.5 FEET EAST OF A POWER LINE POLE, 39.5 FEET
 MH0648'NORTH OF THE CENTER OF A GRAVEL ROAD AND 2 FEET WEST OF A POWER
 MH0648'LINE POLE.
 MH0648'
 MH0648'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NORWOOD NO 2 1956,
 MH0648'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 MH0648'INCHES.  IT IS 144 FEET EAST OF THE CENTER OF U.S. HIGHWAY 65,
 MH0648'45 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 13 FEET NORTH
 MH0648'OF THE NORTHWEST CORNER OF A 4 FEET BY 6 FEET CEMENT SLAB AND
 MH0648'1.5 FEET SOUTH OF A TELEPHONE POLE.
 MH0648'
 MH0648'AZIMUTH MARK, A STANDARD DISK STAMPED NORWOOD 1956, IS SET IN
 MH0648'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MH0648'IT IS 105.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF MR. W.L.
 MH0648'CLORE FARM HOME, 22 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 MH0648'12.5 FEET NORTH OF THE CENTER OF DRIVEWAY AND 1.5 FEET SOUTH
 MH0648'OF A POWER LINE POLE WITH TRANSFORMER.  A STANDARD WITNESS POST
 MH0648'WAS SET 1.5 FEET NORTH OF THE MARK.
 MH0648'
 MH0648'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL
 MH0648'ROAD FOR 0.5 MILE TO WHERE THE MAIN TRAVELED ROAD CURVES TO
 MH0648'THE SOUTHEAST, CONTINUE STRAIGHT AHEAD AND GO EAST ON GRAVEL
 MH0648'ROAD FOR 0.1 MILE TO A T-INTERSECTION AND THE AZIMUTH MARK
 MH0648'AS DESCRIBED.
 MH0648'
 MH0648'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MH0648
 MH0648                          STATION RECOVERY (1958)
 MH0648
 MH0648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MH0648'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 MH0648'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE REFERENCE
 MH0648'POINTS WERE CHECKED AND FOUND TO BE CORRECT WITH THE EXCEPTIONS
 MH0648'OF THE STORE AND THE 4 FEET BY 6 FEET CEMENT SLAB WHICH ARE
 MH0648'NO LONGER THERE.  THE DIRECTIONS TO REFERENCE MARKS 1 AND 2
 MH0648'AND THE AZIMUTH MARK CHECKED.  A SHORTER DISTANCE OF 0.1 FOOT
 MH0648'WAS FOUND TO REFERENCE MARK 1.  A SHORTER DISTANCE OF 0.07 WAS
 MH0648'FOUND TO REFERENCE MARK 2.  THE TO REACH IS ADEQUATE.  A NEW
 MH0648'DESCRIPTION FOLLOWS.
 MH0648'
 MH0648'THE STATION IS ABOUT 6.0 MILES NORTH AND 0.5 MILE WEST OF LUCAS,
 MH0648'IN THE SMALL VILLAGE OF NORWOOD, IN SEC. 23, T. 73 N., R. 23 W.,
 MH0648'AND ON LAND OWNED BY MR. O.W. CURTIS.  IT IS 251 FEET EAST OF
 MH0648'THE CENTER OF U.S. HIGHWAY 65, 57 FEET SOUTH OF THE CENTERLINE
 MH0648'OF A GRAVELED ROAD, 41 FEET SOUTHWEST OF A TELEPHONE POLE AND
 MH0648'1 FOOT WEST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 3
 MH0648'INCHES AND IS MARKED,
 MH0648'UNDERGROUND, AND THE DISK IS STAMPED NORWOOD 1958.
 MH0648'
 MH0648'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 65
 MH0648'AND 34, AT THE WEST EDGE OF LUCAS WHERE U.S. HIGHWAY 34 GOES
 MH0648'WEST, GO NORTH ON HIGHWAY 65 FOR 6.25 MILES TO A CROSSROAD
 MH0648'IN THE VILLAGE OF NORWOOD.  TURN RIGHT AND GO EAST ON A GRAVELED
 MH0648'ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 MH0648'
 MH0648'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 MH0648'GRAVELED ROAD FOR 0.5 MILE TO WHERE THE MAIN TRAVELED ROAD
 MH0648'CURVES TO THE SOUTHEAST.  CONTINUE STRAIGHT AHEAD AND GO EAST
 MH0648'ON A GRAVELED ROAD FOR 0.1 MILE TO A T-ROAD AND THE AZIMUTH
 MH0648'MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 MH0648'
 MH0648'REFERENCE MARKS 1 AND 2 ARE MARKED,
 MH0648'THE AZIMUTH MARK IS MARKED.
 MH0648'
 MH0648'REFERENCE MARK 1 IS 125.5 FEET EAST OF A POWER POLE, 39.5 FEET
 MH0648'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 2 FEET WEST
 MH0648'OF A POWER POLE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK
 MH0648'IS STAMPED NORWOOD NO 1 1958.
 MH0648'
 MH0648'REFERENCE MARK 2 IS 144 FEET EAST OF THE CENTERLINE OF U.S.
 MH0648'HIGHWAY 65, 45 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD
 MH0648'AND 1.5 FEET SOUTH OF A TELEPHONE POLE.  THE MONUMENT PROJECTS
 MH0648'4 INCHES AND THE DISK IS STAMPED NORWOOD NO 2 1958.
 MH0648'
 MH0648'THE AZIMUTH MARK IS 105.5 FEET NORTHWEST OF THE SOUTHWEST CORNER
 MH0648'OF THE FARM HOME OF MR. W.L. CLORE, 22 FEET EAST OF THE CENTERLINE
 MH0648'OF A GRAVELED ROAD, 12.5 FEET NORTH OF THE CENTERLINE OF A
 MH0648'GRAVELED DRIVEWAY, 1.5 FEET SOUTH OF A POWER POLE AND 1.5 FEET
 MH0648'SOUTH OF A WHITE WITNESS POST.
 MH0648'
 MH0648'HEIGHT OF LIGHT ABOVE MARK 30 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0633 ***********************************************************************
 NK0633  DESIGNATION -  OAK ET
 NK0633  PID         -  NK0633
 NK0633  STATE/COUNTY-  IA/FLOYD
 NK0633  USGS QUAD   -  NASHUA NW (1971)
 NK0633
 NK0633                         *CURRENT SURVEY CONTROL
 NK0633  ___________________________________________________________________
 NK0633* NAD 83(1996)-  42 59 40.11986(N)    092 43 55.96050(W)     ADJUSTED  
 NK0633* NAVD 88     -       333.9    (meters)    1095.     (feet)  VERTCON   
 NK0633  ___________________________________________________________________
 NK0633  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 NK0633  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 NK0633
 NK0633  HORZ ORDER  -  FIRST
 NK0633
 NK0633.The horizontal coordinates were established by classical geodetic methods
 NK0633.and adjusted by the National Geodetic Survey in May 1999..
 NK0633
 NK0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0633
 NK0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0633
 NK0633.The geoid height was determined by GEOID03.
 NK0633
 NK0633;                    North         East     Units Scale Factor Converg.
 NK0633;SPC IA N     - 1,166,288.078 1,562,608.579   MT  0.99996161   +0 31 13.3
 NK0633;UTM  15      - 4,760,236.345   521,828.980   MT  0.99960586   +0 10 57.4
 NK0633
 NK0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0633!SPC IA N     -   0.99995252  x   0.99996161  =   0.99991413
 NK0633!UTM  15      -   0.99995252  x   0.99960586  =   0.99955840
 NK0633
 NK0633|---------------------------------------------------------------------|
 NK0633| PID    Reference Object                     Distance      Geod. Az  |
 NK0633|                                                           dddmmss.s |
 NK0633| CI6043 OAK RM 1                             12.916 METERS 03159     |
 NK0633| CI6044 OAK RM 2                             14.288 METERS 07620     |
 NK0633| NK0658 MARBLE ROCK MUN TANK                APPROX.11.3 KM 2532842.8 |
 NK0633|---------------------------------------------------------------------|
 NK0633
 NK0633                          SUPERSEDED SURVEY CONTROL
 NK0633
 NK0633  NAD 83(1996)-  42 59 40.11989(N)    092 43 55.96045(W) AD(       ) 1
 NK0633  NAD 83(1986)-  42 59 40.11403(N)    092 43 55.95469(W) AD(       ) 1
 NK0633  NAD 27      -  42 59 40.22032(N)    092 43 55.26540(W) AD(       ) 1
 NK0633  NGVD 29 (07/19/86)  333.9    (m)         1095.     (f) VERT ANG       
 NK0633
 NK0633.Superseded values are not recommended for survey control.
 NK0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0633.See file dsdata.txt to determine how the superseded data were derived.
 NK0633
 NK0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2182960236(NAD 83)
 NK0633_MARKER: DD = SURVEY DISK
 NK0633_SETTING: 0 = UNSPECIFIED SETTING
 NK0633
 NK0633  HISTORY     - Date     Condition        Report By
 NK0633  HISTORY     - 1971     MONUMENTED       USGS
 NK0633
 NK0633                          STATION DESCRIPTION
 NK0633
 NK0633'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (JLC)
 NK0633'THE STATION IS ABOUT 8 MILES EAST-NORTHEAST OF MARBLE ROCK,
 NK0633'5-1/2 MILES SOUTHWEST OF CHARLES CITY AND ON ROAD RIGHT-OF-WAY.
 NK0633'IT IS IN THE SOUTHWEST 1/4 OF SECTION 34, T. 95 N., R. 16 W.
 NK0633'
 NK0633'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 218
 NK0633'AND 18 AND STATE HIGHWAY 14, AT THE COURTHOUSE IN CHARLES
 NK0633'CITY, GO SOUTH AND WEST ON STATE HIGHWAY 14 FOR 2.9 MILES
 NK0633'TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON COUNTY ROAD T 47
 NK0633'FOR 4.55 MILES TO A CROSSROAD AND THE STATION.
 NK0633'
 NK0633'THE STATION MARK, A U.S. GEOLOGICAL SURVEY DISK STAMPED ET
 NK0633'OAK 1969, IS CRIMPED TO THE TOP OF A LENGTH OF COPPER COATED ROD
 NK0633'AND ENCASED BY A 6-INCH TILE.  THE MARK IS 2 FOOT BELOW THE
 NK0633'GROUND SURFACE.  IT IS 43.3 FEET SOUTHWEST OF A METAL WITNESS
 NK0633'POST, 27.5 FEET WEST-SOUTHWEST OF A FENCE CORNER, 26 FEET EAST OF
 NK0633'THE CENTER OF COUNTY ROAD T 47 AND 20 FEET NORTH OF THE CENTER
 NK0633'OF A GRAVELED ROAD.
 NK0633'
 NK0633'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY DISK STAMPED OAK
 NK0633'NO 1 1969, IS CRIMPED TO THE TOP OF A LENGTH OF COPPER COATED
 NK0633'ROD AND ENCASED BY A 6 INCH TILE FLUSH WITH THE GROUND SURFACE.
 NK0633'IT IS 56 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 49 FEET
 NK0633'EAST OF THE CENTER OF COUNTY ROAD T 47, 23 FEET NORTH OF THE
 NK0633'FENCE CORNER, 1 FOOT WEST OF THE METAL WITNESS POST AND 1 FOOT
 NK0633'WEST OF A NORTH-SOUTH WIRE FENCE.
 NK0633'
 NK0633'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY DISK STAMPED OAK
 NK0633'NO 2 1969, IS CRIMPED TO THE TOP OF A LENGTH OF COPPER COATED
 NK0633'ROD AND ENCASED BY A 6 INCH TILE FLUSH WITH THE GROUND SURFACE.
 NK0633'IT IS 33 FEET SOUTHEAST OF THE METAL WITNESS POST, 32 FEET NORTH
 NK0633'OF THE CENTER OF THE GRAVELED ROAD, 22.6 FEET EAST OF A POWER
 NK0633'LINE POLE AND 22 FEET EAST OF THE FENCE CORNER.
 NK0633'
 NK0633'HEIGHT OF LIGHT ABOVE STATION MARK 1.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1202 ***********************************************************************
 MJ1202  DESIGNATION -  OAKLAND
 MJ1202  PID         -  MJ1202
 MJ1202  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1202  USGS QUAD   -  AVOCA SE (1963)
 MJ1202
 MJ1202                         *CURRENT SURVEY CONTROL
 MJ1202  ___________________________________________________________________
 MJ1202* NAD 83(1996)-  41 19 18.63258(N)    095 21 58.66988(W)     ADJUSTED  
 MJ1202* NAVD 88     -       397.5    (meters)    1304.     (feet)  VERTCON   
 MJ1202  ___________________________________________________________________
 MJ1202  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 MJ1202  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MJ1202
 MJ1202  HORZ ORDER  -  SECOND
 MJ1202
 MJ1202.The horizontal coordinates were established by classical geodetic methods
 MJ1202.and adjusted by the National Geodetic Survey in May 1999..
 MJ1202
 MJ1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1202
 MJ1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1202
 MJ1202.The geoid height was determined by GEOID03.
 MJ1202
 MJ1202;                    North         East     Units Scale Factor Converg.
 MJ1202;SPC IA S     -   148,465.377   343,764.731   MT  0.99995059   -1 13 45.6
 MJ1202;UTM  15      - 4,577,186.760   301,954.656   MT  1.00008272   -1 33 46.6
 MJ1202
 MJ1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1202!SPC IA S     -   0.99994201  x   0.99995059  =   0.99989260
 MJ1202!UTM  15      -   0.99994201  x   1.00008272  =   1.00002472
 MJ1202
 MJ1202|---------------------------------------------------------------------|
 MJ1202| PID    Reference Object                     Distance      Geod. Az  |
 MJ1202|                                                           dddmmss.s |
 MJ1202| CL8010 OAKLAND RM 1                         31.903 METERS 00633     |
 MJ1202| MJ1201 OAKLAND NORTHERN NAT GAS RAD        APPROX. 5.6 KM 0955646.1 |
 MJ1202| CL8011 OAKLAND RM 2                         15.834 METERS 10601     |
 MJ1202|---------------------------------------------------------------------|
 MJ1202
 MJ1202                          SUPERSEDED SURVEY CONTROL
 MJ1202
 MJ1202  NAD 83(1996)-  41 19 18.63924(N)    095 21 58.69419(W) AD(       ) 2
 MJ1202  NAD 83(1986)-  41 19 18.63943(N)    095 21 58.69475(W) AD(       ) 2
 MJ1202  NAD 27      -  41 19 18.66935(N)    095 21 57.69020(W) AD(       ) 2
 MJ1202  NGVD 29 (07/19/86)  397.4    (m)         1304.     (f) VERT ANG       
 MJ1202
 MJ1202.Superseded values are not recommended for survey control.
 MJ1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1202.See file dsdata.txt to determine how the superseded data were derived.
 MJ1202
 MJ1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF0195577187(NAD 83)
 MJ1202_MARKER: DD = SURVEY DISK
 MJ1202_SETTING: 0 = UNSPECIFIED SETTING
 MJ1202
 MJ1202  HISTORY     - Date     Condition        Report By
 MJ1202  HISTORY     - 1968     MONUMENTED       USGS
 MJ1202
 MJ1202                          STATION DESCRIPTION
 MJ1202
 MJ1202'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1202'STATION IS LOCATED ABOUT 1 MI N. AND 1.5 MI E. OF OAKLAND, NEAR
 MJ1202'THE S. SIXTEENTH COR. BETWEEN SECS. 5 AND 6, T. 75 N., R. 39
 MJ1202'W., NEAR A N.-S. GRADED DIRT RD. AND IN A CULTIVATED FIELD
 MJ1202'BELONGING TO MR. JAMES GARDNER, WHO LIVES IN OAKLAND.
 MJ1202'
 MJ1202'TO REACH THE STATION FROM THE POST OFFICE AT OAKLAND, DRIVE
 MJ1202'N. 1 BLOCK AND E. 1 BLOCK TO U.S. HWY. 59, TURN LEFT AND DRIVE
 MJ1202'N. AND E. ON HWY. 59 FOR 0.8 MI TO A T-JCT. OF U.S. HWYS. 59 AND
 MJ1202'6.  CONTINUE E. ON U.S. HWY 6 FOR 0.9 MI TO A CROSSING OF A
 MJ1202'GRADED DIRT RD., TURN LEFT AND DRIVE N. ON DIRT RD. FOR 0.25 MI
 MJ1202'TO A T-FENCE ON THE RIGHT AND THE STATION ON THE LEFT.
 MJ1202'
 MJ1202'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED
 MJ1202'OAKLAND 1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED RODS
 MJ1202'DRIVEN IN GROUND AND SET IN 6 IN. TILE FILLED WITH
 MJ1202'GRAVEL.  REFERENCE MARKS ARE FLUSH, STATION MARK IS 12 IN. BELOW
 MJ1202'GROUND.
 MJ1202'
 MJ1202'STATION MARK IS 33 FT W. OF CENTER OF RD., 51 T W. OF A T-FENCE
 MJ1202'E., 33.7 FT SW. OF CENTER OF S. ONE OF TWO LONE MAPLE TREES, AND
 MJ1202'12 FT W. OF RIGHT-OF-WAY FENCE.
 MJ1202'
 MJ1202'REFERENCE MARK 1 IS 104.67 FR (31.903 M.) N.-NE OF STATION, 22
 MJ1202'FT W. OF CENTER OF RD., 16 FT S. OF CENTER OF N. ONE OF TWO
 MJ1202'LONE MAPLE TREES AND 1 FT W. OF RIGHT-OF-WAY FENCE AND A METAL
 MJ1202'WITNESS POST.
 MJ1202'
 MJ1202'REFERENCE MARK 2 IS 51.95 FT (15.834 M.) E.-SE. OF STATION,
 MJ1202'17 FT E. OF CENTER OF RD., 14.5 FT S. OF T-FENCE E. AND 1 FT
 MJ1202'W. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1201 ***********************************************************************
 MJ1201  DESIGNATION -  OAKLAND NORTHERN NAT GAS RAD
 MJ1201  PID         -  MJ1201
 MJ1201  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1201  USGS QUAD   -  AVOCA SE (1963)
 MJ1201
 MJ1201                         *CURRENT SURVEY CONTROL
 MJ1201  ___________________________________________________________________
 MJ1201* NAD 83(1996)-  41 18 59.67132(N)    095 17 58.08995(W)     ADJUSTED  
 MJ1201* NAVD 88     -                                                        
 MJ1201  ___________________________________________________________________
 MJ1201  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 MJ1201  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 MJ1201
 MJ1201  HORZ ORDER  -  THIRD
 MJ1201
 MJ1201.The horizontal coordinates were established by classical geodetic methods
 MJ1201.and adjusted by the National Geodetic Survey in May 1999..
 MJ1201
 MJ1201
 MJ1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1201
 MJ1201.The geoid height was determined by GEOID03.
 MJ1201
 MJ1201;                    North         East     Units Scale Factor Converg.
 MJ1201;SPC IA S     -   147,762.692   349,346.240   MT  0.99995040   -1 11 07.1
 MJ1201;UTM  15      - 4,576,451.515   307,532.643   MT  1.00005591   -1 31 07.0
 MJ1201
 MJ1201                          SUPERSEDED SURVEY CONTROL
 MJ1201
 MJ1201  NAD 83(1996)-  41 18 59.67511(N)    095 17 58.11404(W) AD(       ) 4
 MJ1201  NAD 83(1986)-  41 18 59.67524(N)    095 17 58.11484(W) AD(       ) 4
 MJ1201  NAD 27      -  41 18 59.70598(N)    095 17 57.12080(W) AD(       ) 3
 MJ1201
 MJ1201.Superseded values are not recommended for survey control.
 MJ1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1201.See file dsdata.txt to determine how the superseded data were derived.
 MJ1201
 MJ1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF0753376452(NAD 83)
 MJ1201_MARKER: 42 = RADIO/TV MAST
 MJ1201
 MJ1201  HISTORY     - Date     Condition        Report By
 MJ1201  HISTORY     - 1968     FIRST OBSERVED   USGS
 MJ1201
 MJ1201                          STATION DESCRIPTION
 MJ1201
 MJ1201'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1201'STATION IS RED LIGHT ON TOP OF SLENDER STEEL RADIO ANTENNA MAST
 MJ1201'LOCATED AT A NORTHERN NATURAL GAS COMPRESSOR STATION.  1 MI
 MJ1201'N. AND 5 MI E. OF OAKLAND, ON THE S. SIDE OF U.S. HWY. 6, IN THE
 MJ1201'NW. QUARTER SEC. 11, T. 75 N., R. 39 W.  MAST IS PAINTED RED AND
 MJ1201'WHITE AND IS ABOUT 300 FT HIGH.
 MJ1201'
 MJ1201'STATION WAS INTERSECTED FROM STATIONS OAKLAND, LINC, ROB AND
 MJ1201'WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0534 ***********************************************************************
 NK0534  DESIGNATION -  OATS
 NK0534  PID         -  NK0534
 NK0534  STATE/COUNTY-  IA/BENTON
 NK0534  USGS QUAD   -  LA PORTE CITY (1971)
 NK0534
 NK0534                         *CURRENT SURVEY CONTROL
 NK0534  ___________________________________________________________________
 NK0534* NAD 83(1996)-  42 16 58.96837(N)    092 12 02.60628(W)     ADJUSTED  
 NK0534* NAVD 88     -       273.1    (meters)     896.     (feet)  VERTCON   
 NK0534  ___________________________________________________________________
 NK0534  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 NK0534  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 NK0534
 NK0534  HORZ ORDER  -  SECOND
 NK0534
 NK0534.The horizontal coordinates were established by classical geodetic methods
 NK0534.and adjusted by the National Geodetic Survey in May 1999..
 NK0534
 NK0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0534
 NK0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0534
 NK0534.The geoid height was determined by GEOID03.
 NK0534
 NK0534;                    North         East     Units Scale Factor Converg.
 NK0534;SPC IA N     - 1,087,801.246 1,607,159.974   MT  0.99996777   +0 52 50.1
 NK0534;UTM  15      - 4,681,512.624   565,900.190   MT  0.99965343   +0 32 16.0
 NK0534
 NK0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0534!SPC IA N     -   0.99996204  x   0.99996777  =   0.99992981
 NK0534!UTM  15      -   0.99996204  x   0.99965343  =   0.99961548
 NK0534
 NK0534|---------------------------------------------------------------------|
 NK0534| PID    Reference Object                     Distance      Geod. Az  |
 NK0534|                                                           dddmmss.s |
 NK0534| CI6047 OATS RM 1                            12.006 METERS 00116     |
 NK0534| CI6048 OATS RM 2                            12.560 METERS 17948     |
 NK0534| NK0536 PORTE                               APPROX. 5.5 KM 3225018.4 |
 NK0534|---------------------------------------------------------------------|
 NK0534
 NK0534                          SUPERSEDED SURVEY CONTROL
 NK0534
 NK0534  NAD 83(1996)-  42 16 58.96734(N)    092 12 02.60131(W) AD(       ) 2
 NK0534  NAD 83(1986)-  42 16 58.96404(N)    092 12 02.60379(W) AD(       ) 2
 NK0534  NAD 27      -  42 16 58.99190(N)    092 12 01.94226(W) AD(       ) 2
 NK0534  NGVD 29 (07/19/86)  273.1    (m)          896.     (f) VERT ANG       
 NK0534
 NK0534.Superseded values are not recommended for survey control.
 NK0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0534.See file dsdata.txt to determine how the superseded data were derived.
 NK0534
 NK0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG6590081513(NAD 83)
 NK0534_MARKER: DD = SURVEY DISK
 NK0534_SETTING: 0 = UNSPECIFIED SETTING
 NK0534
 NK0534  HISTORY     - Date     Condition        Report By
 NK0534  HISTORY     - 1970     MONUMENTED       USGS
 NK0534
 NK0534                          STATION DESCRIPTION
 NK0534
 NK0534'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0534'THE STATION IS ABOUT 2.3 MI SSW. OF LA PORTE CITY, IOWA, ABOUT
 NK0534'130 FT S. OF THE COR. OF SECS. 1, 2, 11 AND 12, T. 86 N., R. 12 W.,
 NK0534'ON SLIGHT RISE.
 NK0534'
 NK0534'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LA PORTE CITY,
 NK0534'GO NE. ON CHESTNUT ST. FOR 1/2 BLOCK TO MAIN STREET, TURN LEFT
 NK0534'AND GO NW. ON MAIN STREET FOR 1 BLOCK TO THE JCT. OF U.S. HWY. 218,
 NK0534'TURN LEFT AND FOLLOW U.S. HWY. 218 SW. FOR ABOUT 2.35 MI TO
 NK0534'T-RD. E., CONTINUE S. ON U.S. HWY. 218 FOR ABOUT 130 FT AND
 NK0534'STATION ON LEFT (E.).
 NK0534'
 NK0534'STATION MARK, STAMPED ET OATS 1970 IS 132 FT S. AND 31 FT E. OF
 NK0534'CENTER OF T-RD. E., 2 FT W. OF E. RIGHT-OF-WAY FENCE, 2 FT W. OF
 NK0534'USGS WITNESS POST.
 NK0534'
 NK0534'REFERENCE MARK NO. 1, STAMPED OATS NO 1 1970 IS N. OF THE STATION,
 NK0534'92 FT S. AND 31 FT E. OF CENTER OF T-RD. E., 2 FT W. OF
 NK0534'E. RIGHT-OF-WAY FENCE.
 NK0534'
 NK0534'REFERENCE MARK NO. 2, STAMPED OATS NO 2 1970 IS S. OF THE STATION,
 NK0534'172 FT S. AND 31 FT E. OF CENTER OF T-RD. E., 2 FT W. OF
 NK0534'E. RIGHT-OF-WAY FENCE.
 NK0534'
 NK0534'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0534'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NK0534'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE
 NK0534'GROUND.
 NK0534'
 NK0534'NO AZIMUTH MARK WAS SET.
 NK0534'
 NK0534'REFERENCE AZIMUTH USED - LA PORTE CITY CO-OP ELEV., W. SIDE OF
 NK0534'MAIN HEADHOUSE WALL, CONCRETE.  POINT OBSERVED WAS THE W. SIDE OF
 NK0534'THE MAIN WALL OF THE CONCRETE HEADHOUSE.  THE HEADHOUSE IS OBLONG
 NK0534'BUT APPEARS ROUND FROM THE STATION.  IT IS LOCATED ABOUT 300 FT
 NK0534'NE. OF THE INTERSECTION OF CEDAR STREET AND 4TH STREETS IN LA
 NK0534'PORTE CITY, T. 87 N., R. 12 W., NEAR THE COR. OF SECS. 25, 30,
 NK0534'31 AND 36.
 NK0534'
 NK0534'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1147 ***********************************************************************
 OO1147  DESIGNATION -  OATS ET
 OO1147  PID         -  OO1147
 OO1147  STATE/COUNTY-  IA/CERRO GORDO
 OO1147  USGS QUAD   -  HANFORD (1959)
 OO1147
 OO1147                         *CURRENT SURVEY CONTROL
 OO1147  ___________________________________________________________________
 OO1147* NAD 83(1996)-  43 01 45.47504(N)    093 08 14.34241(W)     ADJUSTED  
 OO1147* NAVD 88     -       363.5    (meters)    1193.     (feet)  VERTCON   
 OO1147  ___________________________________________________________________
 OO1147  LAPLACE CORR-         -17.76  (seconds)                    DEFLEC99
 OO1147  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 OO1147
 OO1147  HORZ ORDER  -  SECOND
 OO1147
 OO1147.The horizontal coordinates were established by classical geodetic methods
 OO1147.and adjusted by the National Geodetic Survey in May 1999..
 OO1147
 OO1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1147
 OO1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1147
 OO1147.The geoid height was determined by GEOID03.
 OO1147
 OO1147;                    North         East     Units Scale Factor Converg.
 OO1147;SPC IA N     - 1,169,935.386 1,529,558.322   MT  0.99996525   +0 14 44.9
 OO1147;UTM  15      - 4,764,077.514   488,812.809   MT  0.99960154   -0 05 37.3
 OO1147
 OO1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1147!SPC IA N     -   0.99994755  x   0.99996525  =   0.99991280
 OO1147!UTM  15      -   0.99994755  x   0.99960154  =   0.99954911
 OO1147
 OO1147|---------------------------------------------------------------------|
 OO1147| PID    Reference Object                     Distance      Geod. Az  |
 OO1147|                                                           dddmmss.s |
 OO1147| CI6046 OATS ET RM 2                         12.545 METERS 00029     |
 OO1147| CI6045 OATS ET RM 1                         13.190 METERS 18008     |
 OO1147| NK0682 SACRED HEART CH SPIRE               APPROX. 6.2 KM 2215356.9 |
 OO1147|---------------------------------------------------------------------|
 OO1147
 OO1147                          SUPERSEDED SURVEY CONTROL
 OO1147
 OO1147  NAD 83(1996)-  43 01 45.47504(N)    093 08 14.34239(W) AD(       ) 2
 OO1147  NAD 83(1986)-  43 01 45.46890(N)    093 08 14.33542(W) AD(       ) 2
 OO1147  NAD 27      -  43 01 45.59135(N)    093 08 13.61713(W) AD(       ) 2
 OO1147  NGVD 29 (07/19/86)  363.5    (m)         1193.     (f) VERT ANG       
 OO1147
 OO1147.Superseded values are not recommended for survey control.
 OO1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1147.See file dsdata.txt to determine how the superseded data were derived.
 OO1147
 OO1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8881364078(NAD 83)
 OO1147_MARKER: DD = SURVEY DISK
 OO1147_SETTING: 0 = UNSPECIFIED SETTING
 OO1147
 OO1147  HISTORY     - Date     Condition        Report By
 OO1147  HISTORY     - 1969     MONUMENTED       USGS
 OO1147
 OO1147                          STATION DESCRIPTION
 OO1147
 OO1147'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 OO1147'THE STATION IS ABOUT 9.1 MI. SE. OF MASON CITY, ABOUT 400 FT S. OF
 OO1147'CENTER OF W 1/2 SEC. 19, T. 95 N., R. 19 W., ALONG A FENCE LINE
 OO1147'BETWEEN TWO CULTIVATED FIELDS ON A SMALL RISE.
 OO1147'
 OO1147'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 65 AND ST. HWY. 106
 OO1147'AT THE S. EDGE OF MASON CITY, GO S. ON U.S. HWY. 65 TO 6.5 MI TO A
 OO1147'CROSSROAD, TURN LEFT AND GO E. FOR 3.0 MI TO A CROSSROAD, TURN
 OO1147'RIGHT AND GO S. FOR 0.5 MI TO A FIELD ENTRANCE E. AND W., TURN E.
 OO1147'AND FOLLOW FIELD LINE E. FOR ABOUT 0.25 MI TO A T-FENCE S.,
 OO1147'TURN RIGHT AND FOLLOW FENCE S. FOR ABOUT 400 FT TO THE STATION ON
 OO1147'THE E. SIDE OF THE FENCE.
 OO1147'
 OO1147'THE STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO1147'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 OO1147'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET OATS 1969 IS 398 FT
 OO1147'S. AND 1 FT E. OF A T-FENCE S., 73 FT S. OF A CLUSTER OF SMALL
 OO1147'TREES IN FENCE LINE.  0.8 FT E. OF USGS WITNESS POST.  THE MARK IS
 OO1147'FLUSH WITH THE GROUND.
 OO1147'
 OO1147'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO1147'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 OO1147'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED OATS NO 1 1969 IS S. OF
 OO1147'THE STATION, 441 FT S. AND 1 FT E. OF A T-FENCE S.  THE MARK IS
 OO1147'FLUSH WITH THE GROUND.
 OO1147'
 OO1147'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO1147'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 OO1147'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED OATS NO 2 1969 IS N. OF
 OO1147'THE STATION, 357 FT S. AND 1 FT E. OF A T-FENCE S.  32 FT S. OF
 OO1147'A CLUSTER OF SMALL TREES IN THE FENCE LINE.  THE MARK IS FLUSH
 OO1147'WITH THE GROUND.
 OO1147'
 OO1147'NO AZIMUTH MARK WAS SET.
 OO1147'
 OO1147'REFERENCE AZIMUTH USED -- SACRED HEART CHURCH SPIRE.
 OO1147'
 OO1147'SACRED HEART CHURCH SPIRE BUILT OF BRICK IN 1907, 50 FT N. AND 60
 OO1147'FT W. OF CENTER OF ELM STREET AND N. 4TH STREET IN ROCKWELL,
 OO1147'T. 94 N., R. 20 W., NEAR THE CENTER OF THE E 1/2 OF SEC. 3.
 OO1147'
 OO1147'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0595 ***********************************************************************
 NL0595  DESIGNATION -  ODEBOLT
 NL0595  PID         -  NL0595
 NL0595  STATE/COUNTY-  IA/SAC
 NL0595  USGS QUAD   -  ODEBOLT EAST (1980)
 NL0595
 NL0595                         *CURRENT SURVEY CONTROL
 NL0595  ___________________________________________________________________
 NL0595* NAD 83(1996)-  42 20 03.92636(N)    095 12 37.68014(W)     ADJUSTED  
 NL0595* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 NL0595  ___________________________________________________________________
 NL0595  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 NL0595  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 NL0595
 NL0595  HORZ ORDER  -  FIRST
 NL0595
 NL0595.The horizontal coordinates were established by classical geodetic methods
 NL0595.and adjusted by the National Geodetic Survey in May 1999..
 NL0595
 NL0595.The orthometric height was scaled from a topographic map.
 NL0595
 NL0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0595
 NL0595.The geoid height was determined by GEOID03.
 NL0595
 NL0595;                    North         East     Units Scale Factor Converg.
 NL0595;SPC IA N     - 1,094,110.508 1,359,045.912   MT  0.99996219   -1 09 33.3
 NL0595;UTM  15      - 4,689,274.401   317,891.786   MT  1.00000806   -1 29 20.6
 NL0595
 NL0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0595!SPC IA N     -   0.99993390  x   0.99996219  =   0.99989610
 NL0595!UTM  15      -   0.99993390  x   1.00000806  =   0.99994196
 NL0595
 NL0595|---------------------------------------------------------------------|
 NL0595| PID    Reference Object                     Distance      Geod. Az  |
 NL0595|                                                           dddmmss.s |
 NL0595| CO3383 ODEBOLT RM 2                         57.038 METERS 00210     |
 NL0595| CO3382 ODEBOLT RM 1                         28.981 METERS 08738     |
 NL0595| NL0589 LAKE VIEW MUNICIPAL TANK            APPROX.13.1 KM 1030044.5 |
 NL0595| NL0588 WALL LAKE MUNICIPAL TANK            APPROX.12.2 KM 1243622.6 |
 NL0595| NL0629 ADAMS RANCH WATER TANK              APPROX. 7.0 KM 2254244.3 |
 NL0595| NL0628 ODEBOLT MUNICIPAL TANK              APPROX. 4.7 KM 2321631.3 |
 NL0595| CO3381 ODEBOLT AZ MK                                      2644410.9 |
 NL0595|---------------------------------------------------------------------|
 NL0595
 NL0595                          SUPERSEDED SURVEY CONTROL
 NL0595
 NL0595  NAD 83(1996)-  42 20 03.92585(N)    095 12 37.68187(W) AD(       ) 1
 NL0595  NAD 83(1986)-  42 20 03.92558(N)    095 12 37.68231(W) AD(       ) 1
 NL0595  NAD 27      -  42 20 03.98400(N)    095 12 36.70900(W) AD(       ) 1
 NL0595
 NL0595.Superseded values are not recommended for survey control.
 NL0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0595.See file dsdata.txt to determine how the superseded data were derived.
 NL0595
 NL0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1789289274(NAD 83)
 NL0595_MARKER: DS = TRIANGULATION STATION DISK
 NL0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0595
 NL0595  HISTORY     - Date     Condition        Report By
 NL0595  HISTORY     - 1950     MONUMENTED       CGS
 NL0595
 NL0595                          STATION DESCRIPTION
 NL0595
 NL0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0595'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF THE TOWN
 NL0595'OF ODEBOLT AND IN A FARM YARD OWNED BY MRS. JESSIE ADAMS.
 NL0595'IT IS 142 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN,
 NL0595'29 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CHICKEN HOUSE
 NL0595'AND 7 FEET SOUTH OF A TEMPORARY LOT FENCE.  THE MARK PROJECTS
 NL0595'2 INCHES AND THE DISK IS STAMPED ODEBOLT 1950.
 NL0595'
 NL0595'REFERENCE MARK NO. 1 IS 60 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 NL0595'CORNER OF THE BARN, 52.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 NL0595'OF A CHICKEN HOUSE AND 1 FOOT SOUTH OF A TEMPORARY LOT FENCE.
 NL0595'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ODEBOLT
 NL0595'NO 1 1950.
 NL0595'
 NL0595'REFERENCE MARK NO. 2 IS 146 FEET NORTHWEST OF THE NORTHWEST
 NL0595'CORNER OF THE BARN, 25.5 FEET WEST OF A LONE ASH TREE AND 1 FOOT
 NL0595'SOUTH OF THE NORTH BOUNDARY FENCE OF LOT.  THE MARK PROJECTS
 NL0595'4 INCHES AND THE DISK IS STAMPED ODEBOLT NO 2 1950.
 NL0595'
 NL0595'REFERENCE MARK NO. 3 71.8 FEET WEST OF THE NORTHWEST CORNER
 NL0595'OF THE HOUSE AND 44 FEET SOUTHWEST OF A WATER SUPPLY TANK.
 NL0595'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ODEBOLT
 NL0595'NO 3 1950.
 NL0595'
 NL0595'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ODEBOLT
 NL0595'TO R.M. NO. 3.  THE DISTANCE IS AS SHOWN ABOVE.
 NL0595'
 NL0595'THIS MARK WAS USED AS AN ECCENTRIC SETUP TO CLEAR THE LINE
 NL0595'TO STATION LAKE.
 NL0595'
 NL0595'AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 NL0595'ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK
 NL0595'PROJECTS 4 INCHES AND THE DISK IS STAMPED ODEBOLT 1950.
 NL0595'
 NL0595'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 175 AND 4 IN THE
 NL0595'NORTHEAST EDGE OF ODEBOLT, GO EAST ON HIGHWAY 175 1.0 MILE TO
 NL0595'CROSSROADS, TURN LEFT (NORTH) 1.5 MILES TO CROSSROADS, TURN
 NL0595'RIGHT (EAST) 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 NL0595'EAST 0.7 MILE TO A FARM HOME ON THE LEFT AND THE STATION AS
 NL0595'DESCRIBED.
 NL0595'
 NL0595'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0628 ***********************************************************************
 NL0628  DESIGNATION -  ODEBOLT MUNICIPAL TANK
 NL0628  PID         -  NL0628
 NL0628  STATE/COUNTY-  IA/SAC
 NL0628  USGS QUAD   -  ODEBOLT WEST (1980)
 NL0628
 NL0628                         *CURRENT SURVEY CONTROL
 NL0628  ___________________________________________________________________
 NL0628* NAD 83(1996)-  42 18 31.09424(N)    095 15 19.30028(W)     ADJUSTED  
 NL0628* NAVD 88     -                                                        
 NL0628  ___________________________________________________________________
 NL0628  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 NL0628  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 NL0628
 NL0628  HORZ ORDER  -  THIRD
 NL0628
 NL0628.The horizontal coordinates were established by classical geodetic methods
 NL0628.and adjusted by the National Geodetic Survey in May 1999..
 NL0628
 NL0628
 NL0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0628
 NL0628.The geoid height was determined by GEOID03.
 NL0628
 NL0628;                    North         East     Units Scale Factor Converg.
 NL0628;SPC IA N     - 1,091,322.692 1,355,287.356   MT  0.99996489   -1 11 22.9
 NL0628;UTM  15      - 4,686,508.088   314,117.068   MT  1.00002515   -1 31 06.9
 NL0628
 NL0628                          SUPERSEDED SURVEY CONTROL
 NL0628
 NL0628  NAD 83(1996)-  42 18 31.09393(N)    095 15 19.30201(W) AD(       ) 4
 NL0628  NAD 83(1986)-  42 18 31.09351(N)    095 15 19.30169(W) AD(       ) 4
 NL0628  NAD 27      -  42 18 31.14800(N)    095 15 18.32600(W) AD(       ) 3
 NL0628
 NL0628.Superseded values are not recommended for survey control.
 NL0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0628.See file dsdata.txt to determine how the superseded data were derived.
 NL0628
 NL0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1411786508(NAD 83)
 NL0628_MARKER: 53 = ELEVATED TANK
 NL0628
 NL0628  HISTORY     - Date     Condition        Report By
 NL0628  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0628
 NL0628                          STATION DESCRIPTION
 NL0628
 NL0628'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0594 ***********************************************************************
 NL0594  DESIGNATION -  ODEBOLT RM 3
 NL0594  PID         -  NL0594
 NL0594  STATE/COUNTY-  IA/SAC
 NL0594  USGS QUAD   -  ODEBOLT EAST (1980)
 NL0594
 NL0594                         *CURRENT SURVEY CONTROL
 NL0594  ___________________________________________________________________
 NL0594* NAD 83(1996)-  42 20 02.84483(N)    095 12 37.49721(W)     ADJUSTED  
 NL0594* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 NL0594  ___________________________________________________________________
 NL0594  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 NL0594  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 NL0594
 NL0594  HORZ ORDER  -  SECOND
 NL0594
 NL0594.The horizontal coordinates were established by classical geodetic methods
 NL0594.and adjusted by the National Geodetic Survey in May 1999..
 NL0594
 NL0594.The orthometric height was scaled from a topographic map.
 NL0594
 NL0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0594
 NL0594.The geoid height was determined by GEOID03.
 NL0594
 NL0594;                    North         East     Units Scale Factor Converg.
 NL0594;SPC IA N     - 1,094,077.060 1,359,049.423   MT  0.99996222   -1 09 33.2
 NL0594;UTM  15      - 4,689,240.932   317,895.105   MT  1.00000804   -1 29 20.5
 NL0594
 NL0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0594!SPC IA N     -   0.99993390  x   0.99996222  =   0.99989613
 NL0594!UTM  15      -   0.99993390  x   1.00000804  =   0.99994194
 NL0594
 NL0594:                Primary Azimuth Mark                     Grid Az
 NL0594:SPC IA N     -  ODEBOLT AZ MK                            267 40 41.0
 NL0594:UTM  15      -  ODEBOLT AZ MK                            268 00 28.3
 NL0594
 NL0594|---------------------------------------------------------------------|
 NL0594| PID    Reference Object                     Distance      Geod. Az  |
 NL0594|                                                           dddmmss.s |
 NL0594| CO3381 ODEBOLT AZ MK                                      2663107.8 |
 NL0594| NL0595 ODEBOLT                              33.633 METERS 35251     |
 NL0594|---------------------------------------------------------------------|
 NL0594
 NL0594                          SUPERSEDED SURVEY CONTROL
 NL0594
 NL0594  NAD 83(1996)-  42 20 02.84431(N)    095 12 37.49893(W) AD(       ) 2
 NL0594  NAD 83(1986)-  42 20 02.84405(N)    095 12 37.49938(W) AD(       ) 2
 NL0594  NAD 27      -  42 20 02.91300(N)    095 12 36.98500(W) AD(       ) 2
 NL0594
 NL0594.Superseded values are not recommended for survey control.
 NL0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0594.See file dsdata.txt to determine how the superseded data were derived.
 NL0594
 NL0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1789589241(NAD 83)
 NL0594_MARKER: DS = TRIANGULATION STATION DISK
 NL0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0594
 NL0594  HISTORY     - Date     Condition        Report By
 NL0594  HISTORY     - 1950     MONUMENTED       CGS
 NL0594
 NL0594                          STATION DESCRIPTION
 NL0594
 NL0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0594'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF THE TOWN
 NL0594'OF ODEBOLT AND IN A FARM YARD OWNED BY MRS. JESSIE ADAMS.
 NL0594'IT IS 71.8 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE AND
 NL0594'44 FEET SOUTHWEST OF A WATER SUPPLY TANK.  THE MARK IS A
 NL0594'STANDARD REFERENCE DISK SET IN CONCRETE WHICH PROJECTS 4 INCHES
 NL0594'AND THE DISK IS STAMPED ODEBOLT NO 3 1950.
 NL0594'
 NL0594'ODEBOLT (STATION) IS 142 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 NL0594'OF THE BARN, 29 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 NL0594'CHICKEN HOUSE AND 7 FEET SOUTH OF A TEMPORARY LOT FENCE.  THE
 NL0594'MARK IS A STANDARD STATION DISK SET IN CONCRETE WHICH PROJECTS
 NL0594'2 INCHES AND THE DISK IS STAMPED ODEBOLT 1950.
 NL0594'
 NL0594'AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND
 NL0594'1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 NL0594'4 INCHES AND THE DISK IS STAMPED ODEBOLT 1950.
 NL0594'
 NL0594'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 NL0594'ODEBOLT TO ODEBOLT R.M. NO. 3.  THE DISTANCE IS AS SHOWN ABOVE.
 NL0594'
 NL0594'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 175 AND 4 IN
 NL0594'THE NORTHEAST EDGE OF ODEBOLT, GO EAST ON HIGHWAY 175 FOR 1.0
 NL0594'MILE TO CROSSROADS, TURN LEFT (NORTH) 1.5 MILES TO CROSSROADS,
 NL0594'TURN RIGHT (EAST) 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 NL0594'CONTINUE EAST 0.7 MILE TO THE ADAMS FARM ON THE LEFT AND
 NL0594'THE STATION AS DESCRIBED.
 NL0594'
 NL0594'A 64 FT. SIGNAL AT LAKE AND DOWNEY IS V.G.
 NL0594'
 NL0594'THIS STATION WAS USED TO CLEAR THE LINE TO LAKE.
 NL0594'
 NL0594'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0983 ***********************************************************************
 NJ0983  DESIGNATION -  OELPORT
 NJ0983  PID         -  NJ0983
 NJ0983  STATE/COUNTY-  IA/FAYETTE
 NJ0983  USGS QUAD   -  OELWEIN (1981)
 NJ0983
 NJ0983                         *CURRENT SURVEY CONTROL
 NJ0983  ___________________________________________________________________
 NJ0983* NAD 83(1996)-  42 40 57.25646(N)    091 58 39.00884(W)     ADJUSTED  
 NJ0983* NAVD 88     -       326.3    (meters)    1071.     (feet)  VERTCON   
 NJ0983  ___________________________________________________________________
 NJ0983  X           -    -162,050.353 (meters)                     COMP
 NJ0983  Y           -  -4,693,351.586 (meters)                     COMP
 NJ0983  Z           -   4,301,845.883 (meters)                     COMP
 NJ0983  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 NJ0983  ELLIP HEIGHT-         295.56  (meters)          (05/06/99) GPS OBS
 NJ0983  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 NJ0983
 NJ0983  HORZ ORDER  -  THIRD
 NJ0983  ELLP ORDER  -  FOURTH    CLASS I
 NJ0983
 NJ0983.This mark is at Oelwein Municipal Airport (OLZ)
 NJ0983
 NJ0983.The horizontal coordinates were established by GPS observations
 NJ0983.and adjusted by the National Geodetic Survey in May 1999..
 NJ0983
 NJ0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0983
 NJ0983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0983
 NJ0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0983
 NJ0983.The ellipsoidal height was determined by GPS observations
 NJ0983.and is referenced to NAD 83.
 NJ0983
 NJ0983.The geoid height was determined by GEOID03.
 NJ0983
 NJ0983;                    North         East     Units Scale Factor Converg.
 NJ0983;SPC IA N     - 1,132,479.443 1,624,769.517   MT  0.99994540   +1 01 54.7
 NJ0983;UTM  15      - 4,726,072.624   583,770.192   MT  0.99968633   +0 41 35.6
 NJ0983
 NJ0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0983!SPC IA N     -   0.99995365  x   0.99994540  =   0.99989905
 NJ0983!UTM  15      -   0.99995365  x   0.99968633  =   0.99963999
 NJ0983
 NJ0983:                Primary Azimuth Mark                     Grid Az
 NJ0983:SPC IA N     -  OELPORT AZ MK                            134 04 30.3
 NJ0983:UTM  15      -  OELPORT AZ MK                            134 24 49.4
 NJ0983
 NJ0983|---------------------------------------------------------------------|
 NJ0983| PID    Reference Object                     Distance      Geod. Az  |
 NJ0983|                                                           dddmmss.s |
 NJ0983| NJ0984 OELPORT AZ MK                       467.451 METERS 1350625.0 |
 NJ0983|---------------------------------------------------------------------|
 NJ0983
 NJ0983                          SUPERSEDED SURVEY CONTROL
 NJ0983
 NJ0983  NAD 83(1996)-  42 40 57.25642(N)    091 58 39.00874(W) AD(       ) 3
 NJ0983  NAD 83(1986)-  42 40 57.24496(N)    091 58 39.00578(W) AD(       ) 3
 NJ0983  NGVD 29 (07/09/90)  326.4    (m)         1071.     (f) GPS OBS        
 NJ0983
 NJ0983.Superseded values are not recommended for survey control.
 NJ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0983.See file dsdata.txt to determine how the superseded data were derived.
 NJ0983
 NJ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8377026073(NAD 83)
 NJ0983_MARKER: I = METAL ROD
 NJ0983_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NJ0983_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NJ0983_STAMPING: OELPORT 1989
 NJ0983_MARK LOGO: NGS   
 NJ0983_PROJECTION: FLUSH
 NJ0983_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0983+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NJ0983_ROD/PIPE-DEPTH: 6.5  meters
 NJ0983_SLEEVE-DEPTH  : 0.91 meters
 NJ0983
 NJ0983  HISTORY     - Date     Condition        Report By
 NJ0983  HISTORY     - 1989     MONUMENTED       NGS
 NJ0983
 NJ0983                          STATION DESCRIPTION
 NJ0983
 NJ0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NJ0983'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) WEST OF OELWINE, AT THE
 NJ0983'OELWINE MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE ENTRANCE RAMP AND
 NJ0983'RUNWAY.  OWNERSHIP--CITY OF OELWINE, OELWINE, IA 50662, PHONE (319)
 NJ0983'334-4000.  THE AIRPORT MANAGER IS JIM CONNELL.
 NJ0983'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 150,
 NJ0983'ABOUT 3.55 KM (2.20 MI) NORTH OF OELWINE, GO WEST ON STATE HIGHWAY 3
 NJ0983'FOR 5.6 KM (3.50 MI) TO THE INTERSECTION OF COUNTY ROAD W 13.  TURN
 NJ0983'LEFT, SOUTH, ON COUNTY ROAD W 13 FOR 3.2 KM (2.00 MI) TO THE
 NJ0983'INTERSECTION OF COUNTY ROAD C 50.  TURN LEFT, EAST, ON COUNTY ROAD C
 NJ0983'50 FOR 0.65 KM (0.40 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 NJ0983'RIGHT, SOUTH, ON THE ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO THE APRON
 NJ0983'AT A HANGAR.  CONTINUE SOUTHWEST ON THE ENTRANCE RAMP TO THE JUNCTION
 NJ0983'OF THE RUNWAY AND THE STATION ON THE LEFT.
 NJ0983'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NJ0983'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 NJ0983'LOCATED 21.75 M (71.4 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 16.3
 NJ0983'M (53.5 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE RAMP, 5.75 M
 NJ0983'(18.9 FT) EAST OF THE CURVED EDGE OF THE ENTRANCE RAMP, 5.1 M
 NJ0983'(16.7 FT) EAST OF A FIBERGLASS WITNESS POST AND 3.8 M (12.5 FT) NORTH
 NJ0983'OF THE NORTH CORNER OF A CONCRETE PAD FOR A RAMP LIGHT.
 NJ0983'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NJ0983'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0984 ***********************************************************************
 NJ0984  DESIGNATION -  OELPORT AZ MK
 NJ0984  PID         -  NJ0984
 NJ0984  STATE/COUNTY-  IA/FAYETTE
 NJ0984  USGS QUAD   -  OELWEIN (1981)
 NJ0984
 NJ0984                         *CURRENT SURVEY CONTROL
 NJ0984  ___________________________________________________________________
 NJ0984* NAD 83(1996)-  42 40 46.52444(N)    091 58 24.51807(W)     ADJUSTED  
 NJ0984* NAVD 88     -       325.1    (meters)    1067.     (feet)  VERTCON   
 NJ0984  ___________________________________________________________________
 NJ0984  X           -    -161,728.331 (meters)                     COMP
 NJ0984  Y           -  -4,693,586.455 (meters)                     COMP
 NJ0984  Z           -   4,301,601.608 (meters)                     COMP
 NJ0984  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 NJ0984  ELLIP HEIGHT-         294.36  (meters)          (05/06/99) GPS OBS
 NJ0984  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 NJ0984
 NJ0984  HORZ ORDER  -  THIRD
 NJ0984  ELLP ORDER  -  FOURTH    CLASS I
 NJ0984
 NJ0984.This mark is at Oelwein Municipal Airport (OLZ)
 NJ0984
 NJ0984.The horizontal coordinates were established by GPS observations
 NJ0984.and adjusted by the National Geodetic Survey in May 1999..
 NJ0984
 NJ0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0984
 NJ0984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0984
 NJ0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0984
 NJ0984.The ellipsoidal height was determined by GPS observations
 NJ0984.and is referenced to NAD 83.
 NJ0984
 NJ0984.The geoid height was determined by GEOID03.
 NJ0984
 NJ0984;                    North         East     Units Scale Factor Converg.
 NJ0984;SPC IA N     - 1,132,154.302 1,625,105.329   MT  0.99994539   +1 02 04.5
 NJ0984;UTM  15      - 4,725,745.588   584,103.990   MT  0.99968702   +0 41 45.3
 NJ0984
 NJ0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0984!SPC IA N     -   0.99995384  x   0.99994539  =   0.99989923
 NJ0984!UTM  15      -   0.99995384  x   0.99968702  =   0.99964087
 NJ0984
 NJ0984:                Primary Azimuth Mark                     Grid Az
 NJ0984:SPC IA N     -  OELPORT                                  314 04 30.3
 NJ0984:UTM  15      -  OELPORT                                  314 24 49.5
 NJ0984
 NJ0984|---------------------------------------------------------------------|
 NJ0984| PID    Reference Object                     Distance      Geod. Az  |
 NJ0984|                                                           dddmmss.s |
 NJ0984| NJ0983 OELPORT                             467.451 METERS 3150634.8 |
 NJ0984|---------------------------------------------------------------------|
 NJ0984
 NJ0984                          SUPERSEDED SURVEY CONTROL
 NJ0984
 NJ0984  NAD 83(1996)-  42 40 46.52439(N)    091 58 24.51798(W) AD(       ) 3
 NJ0984  NAD 83(1986)-  42 40 46.51296(N)    091 58 24.51500(W) AD(       ) 3
 NJ0984  NGVD 29 (07/09/90)  325.2    (m)         1067.     (f) GPS OBS        
 NJ0984
 NJ0984.Superseded values are not recommended for survey control.
 NJ0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0984.See file dsdata.txt to determine how the superseded data were derived.
 NJ0984
 NJ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8410425746(NAD 83)
 NJ0984_MARKER: I = METAL ROD
 NJ0984_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NJ0984_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NJ0984_STAMPING: OELPORT AZ MK 1989
 NJ0984_MARK LOGO: NGS   
 NJ0984_PROJECTION: FLUSH
 NJ0984_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0984+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NJ0984_ROD/PIPE-DEPTH: 6.4  meters
 NJ0984_SLEEVE-DEPTH  : 0.91 meters
 NJ0984
 NJ0984  HISTORY     - Date     Condition        Report By
 NJ0984  HISTORY     - 1989     MONUMENTED       NGS
 NJ0984
 NJ0984                          STATION DESCRIPTION
 NJ0984
 NJ0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NJ0984'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) WEST OF OELWINE, AT THE
 NJ0984'OELWINE MUNICIPAL AIRPORT, ALONG THE NORTHEAST SIDE OF RUNWAY 31 AND
 NJ0984'AT THE SOUTHEAST SIDE OF THE JUNCTION OF RUNWAY 35 (A TURF RUNWAY).
 NJ0984'OWNERSHIP--CITY OF OELWINE, OELWINE, IA 50662, PHONE (319) 334-4000.
 NJ0984'THE AIRPORT MANAGER IS JIM CONNELL.
 NJ0984'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 150,
 NJ0984'ABOUT 3.55 KM (2.20 MI) NORTH OF OELWINE, GO WEST ON STATE HIGHWAY 3
 NJ0984'FOR 5.6 KM (3.50 MI) TO THE INTERSECTION OF COUNTY ROAD W 13.  TURN
 NJ0984'LEFT, SOUTH, ON COUNTY ROAD W 13 FOR 3.2 KM (2.00 MI) TO THE
 NJ0984'INTERSECTION OF COUNTY ROAD C 50.  TURN LEFT, EAST, ON COUNTY ROAD C
 NJ0984'50 FOR 0.65 KM (0.40 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 NJ0984'RIGHT, SOUTH, ON THE ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO THE APRON
 NJ0984'AT A HANGAR.  CONTINUE SOUTHWEST ON THE ENTRANCE RAMP TO THE JUNCTION
 NJ0984'OF THE RUNWAY.  TURN LEFT, SOUTHEAST, ON THE RUNWAY FOR 0.45 KM
 NJ0984'(0.30 MI) TO STATION ON THE LEFT.
 NJ0984'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NJ0984'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 NJ0984'LOCATED 17.0 M (55.8 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 1.4 M
 NJ0984'(4.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE PAD OF A
 NJ0984'RUNWAY LIGHT AND 1.4 M (4.6 FT) NORTHEAST OF A FIBERGLASS WITNESS
 NJ0984'POST.
 NJ0984'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NJ0984'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0591 ***********************************************************************
 NJ0591  DESIGNATION -  OELWEIN
 NJ0591  PID         -  NJ0591
 NJ0591  STATE/COUNTY-  IA/FAYETTE
 NJ0591  USGS QUAD   -  OELWEIN (1981)
 NJ0591
 NJ0591                         *CURRENT SURVEY CONTROL
 NJ0591  ___________________________________________________________________
 NJ0591* NAD 83(1986)-  42 40 46.     (N)    091 54 45.     (W)     SCALED    
 NJ0591* NAVD 88     -       318.990  (meters)    1046.55   (feet)  ADJUSTED  
 NJ0591  ___________________________________________________________________
 NJ0591  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 NJ0591  DYNAMIC HT  -         318.896 (meters)    1046.24  (feet)  COMP
 NJ0591  MODELED GRAV-     980,317.7   (mgal)                       NAVD 88
 NJ0591
 NJ0591  VERT ORDER  -  FIRST     CLASS II
 NJ0591
 NJ0591.The horizontal coordinates were scaled from a topographic map and have
 NJ0591.an estimated accuracy of +/- 6 seconds.
 NJ0591
 NJ0591.The orthometric height was determined by differential leveling
 NJ0591.and adjusted by the National Geodetic Survey in June 1991..
 NJ0591.WARNING-Repeat measurements at this control monument indicate possible
 NJ0591.vertical movement.
 NJ0591
 NJ0591.The geoid height was determined by GEOID03.
 NJ0591
 NJ0591.The dynamic height is computed by dividing the NAVD 88
 NJ0591.geopotential number by the normal gravity value computed on the
 NJ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0591.degrees latitude (g = 980.6199 gals.).
 NJ0591
 NJ0591.The modeled gravity was interpolated from observed gravity values.
 NJ0591
 NJ0591;                    North         East    Units  Estimated Accuracy
 NJ0591;SPC IA N     - 1,132,230.    1,630,100.      MT  (+/- 180 meters Scaled)
 NJ0591
 NJ0591                          SUPERSEDED SURVEY CONTROL
 NJ0591
 NJ0591  NGVD 29 (??/??/92)  319.013  (m)         1046.63   (f) ADJ UNCH    1 2
 NJ0591
 NJ0591.Superseded values are not recommended for survey control.
 NJ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0591.See file dsdata.txt to determine how the superseded data were derived.
 NJ0591
 NJ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH891257(NAD 83)
 NJ0591_MARKER: DB = BENCH MARK DISK
 NJ0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0591_STAMPING: OELWEIN 1933
 NJ0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0591+STABILITY: SURFACE MOTION
 NJ0591
 NJ0591  HISTORY     - Date     Condition        Report By
 NJ0591  HISTORY     - 1933     MONUMENTED       CGS
 NJ0591  HISTORY     - 1941     GOOD             NGS
 NJ0591  HISTORY     - 1971     MARK NOT FOUND   LOCSUR
 NJ0591
 NJ0591                          STATION DESCRIPTION
 NJ0591
 NJ0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NJ0591'AT OELWEIN.
 NJ0591'AT OELWEIN, FAYETTE COUNTY, ON THE LAWN AT THE CITY HALL, 34
 NJ0591'FEET WEST OF THE WEST CURB OF FIRST AVENUE NORTHEAST, 7-1/2 FEET
 NJ0591'NORTH OF THE CENTERLINE OF THE EAST ENTRANCE TO THE CITY HALL,
 NJ0591'3-1/2 FEET EAST OF THE FIRST STEP TO THE ENTRANCE, AND 2.2 FEET
 NJ0591'NORTH OF THE NORTH EDGE OF THE SIDEWALK LEADING TO THE ENTRANCE.
 NJ0591'A STANDARD DISK, STAMPED OELWEIN 1933 AND SET IN THE TOP OF A
 NJ0591'CONCRETE POST.
 NJ0591
 NJ0591                          STATION RECOVERY (1971)
 NJ0591
 NJ0591'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 NJ0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0969 ***********************************************************************
 NJ0969  DESIGNATION -  OELWEIN
 NJ0969  PID         -  NJ0969
 NJ0969  STATE/COUNTY-  IA/FAYETTE
 NJ0969  USGS QUAD   -  OELWEIN (1981)
 NJ0969
 NJ0969                         *CURRENT SURVEY CONTROL
 NJ0969  ___________________________________________________________________
 NJ0969* NAD 83(1996)-  42 41 16.58153(N)    091 54 43.31099(W)     ADJUSTED  
 NJ0969* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 NJ0969  ___________________________________________________________________
 NJ0969  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 NJ0969  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 NJ0969
 NJ0969  HORZ ORDER  -  FIRST
 NJ0969
 NJ0969.The horizontal coordinates were established by classical geodetic methods
 NJ0969.and adjusted by the National Geodetic Survey in May 1999..
 NJ0969
 NJ0969.The orthometric height was scaled from a topographic map.
 NJ0969
 NJ0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0969
 NJ0969.The geoid height was determined by GEOID03.
 NJ0969
 NJ0969;                    North         East     Units Scale Factor Converg.
 NJ0969;SPC IA N     - 1,133,174.333 1,630,123.135   MT  0.99994543   +1 04 34.5
 NJ0969;UTM  15      - 4,726,735.696   589,126.465   MT  0.99969773   +0 44 15.7
 NJ0969
 NJ0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0969!SPC IA N     -   0.99995307  x   0.99994543  =   0.99989850
 NJ0969!UTM  15      -   0.99995307  x   0.99969773  =   0.99965081
 NJ0969
 NJ0969|---------------------------------------------------------------------|
 NJ0969| PID    Reference Object                     Distance      Geod. Az  |
 NJ0969|                                                           dddmmss.s |
 NJ0969| CI6050 OELWEIN RM 1                         40.002 METERS 01011     |
 NJ0969| CI6051 OELWEIN RM 2                         21.985 METERS 08856     |
 NJ0969| NJ0821 OELWEIN ZION EVAN LUTH CH           APPROX. 1.2 KM 1622317.5 |
 NJ0969| NJ0820 OELWEIN INTERSTATE PWR CO STK       APPROX. 1.6 KM 1825230.8 |
 NJ0969| NJ0823 OELWEIN SACRED HEART CATH CH        APPROX. 2.0 KM 1835435.6 |
 NJ0969| NJ0824 OELWEIN CGW RR SHOPS TANK           APPROX. 1.5 KM 1934207.6 |
 NJ0969| NJ0825 OELWEIN CGW RR SHOPS STACK          APPROX. 1.3 KM 2000635.2 |
 NJ0969| NJ0826 OELWEIN CGW RR ROUNDHOUSE STK       APPROX. 1.4 KM 2432258.3 |
 NJ0969| NK0480 FAIRBANK MUNICIPAL TANK             APPROX.12.5 KM 2443227.1 |
 NJ0969| NJ0829 OELWEIN MUNICIPAL STANDPIPE          17.624 METERS 27649     |
 NJ0969| NJ0843 WESTGATE MUNICIPAL TANK             APPROX.11.2 KM 3224113.0 |
 NJ0969| NJ0844 WESTGATE                            APPROX.11.5 KM 3444354.6 |
 NJ0969| CI6049 OELWEIN AZ MK                                      3505622.6 |
 NJ0969|---------------------------------------------------------------------|
 NJ0969
 NJ0969                          SUPERSEDED SURVEY CONTROL
 NJ0969
 NJ0969  NAD 83(1996)-  42 41 16.58108(N)    091 54 43.31040(W) AD(       ) 1
 NJ0969  NAD 83(1986)-  42 41 16.57216(N)    091 54 43.31195(W) AD(       ) 1
 NJ0969  NAD 27      -  42 41 16.63600(N)    091 54 42.69600(W) AD(       ) 1
 NJ0969
 NJ0969.Superseded values are not recommended for survey control.
 NJ0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0969.See file dsdata.txt to determine how the superseded data were derived.
 NJ0969
 NJ0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8912626736(NAD 83)
 NJ0969_MARKER: DS = TRIANGULATION STATION DISK
 NJ0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0969_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NJ0969
 NJ0969  HISTORY     - Date     Condition        Report By
 NJ0969  HISTORY     - 1934     MONUMENTED       CGS
 NJ0969
 NJ0969                          STATION DESCRIPTION
 NJ0969
 NJ0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0969'STATION IS ON THE N SIDE OF THE CITY OF OELWEIN, IN THE SE CORNER
 NJ0969'OF A VACANT LOT WHICH IS CITY OWNED PROPERTY.  IT IS 160 FEET S
 NJ0969'OF THE CENTER LINE OF 8TH STREET, 43 FEET W OF THE CENTER LINE
 NJ0969'OF E 1ST AVENUE, 26 FEET W OF THE FACE OF THE W CURB AND 77 FEET
 NJ0969'NNE OF THE NE CORNER OF HOUSE (818 E FIRST AVENUE).  THE MARK
 NJ0969'IS FLUSH WITH THE TOP OF THE GROUND.
 NJ0969'
 NJ0969'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NJ0969'BRONZE DISKS SET IN CONCRETE.
 NJ0969'
 NJ0969'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 29 FEET S OF CENTER
 NJ0969'LINE OF 8TH STREET, 20 FEET W OF THE CENTER LINE OF E FIRST
 NJ0969'AVENUE, 3 FEET W OF FACE OF W CURB.  MARK IS FLUSH WITH THE TOP
 NJ0969'OF THE GROUND.
 NJ0969'
 NJ0969'REFERENCE MARK NO. 2 IS E OF THE STATION, 29 FEET E OF CENTER
 NJ0969'LINE OF E FIRST AVENUE, 15 FEET E OF FACE OF E CURB, 4 FEET W
 NJ0969'OF W EDGE OF SIDEWALK AND 7 FEET N OF CENTER LINE OF DRIVEWAY.
 NJ0969'MARK IS FLUSH WITH TOP OF GROUND.
 NJ0969'
 NJ0969'AZIMUTH MARK IS NNW OF STATION, 15 FEET N OF CENTER LINE OF
 NJ0969'NINTH STREET, 6 INCHES N OF FENCE LINE, 10 FEET E OF FENCE
 NJ0969'CORNER, 30 FEET E OF CENTER LINE OF DRIVEWAY AND ABOUT 150 FEET
 NJ0969'E OF N FREDERICK STREET.  THE MARK PROJECTS 6 INCHES.
 NJ0969'
 NJ0969'TO REACH FROM POST OFFICE AT CORNER OF FIRST STREET AND E FIRST
 NJ0969'AVENUE, GO N ON E FIRST AVENUE 0.55 MILE TO STATION.
 NJ0969'
 NJ0969'ALL LIGHTS CAME INTO VIEW AT 50 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0826 ***********************************************************************
 NJ0826  DESIGNATION -  OELWEIN CGW RR ROUNDHOUSE STK
 NJ0826  PID         -  NJ0826
 NJ0826  STATE/COUNTY-  IA/FAYETTE
 NJ0826  USGS QUAD   -  OELWEIN (1981)
 NJ0826
 NJ0826                         *CURRENT SURVEY CONTROL
 NJ0826  ___________________________________________________________________
 NJ0826* NAD 83(1996)-  42 40 56.69378(N)    091 55 37.09018(W)     ADJUSTED  
 NJ0826* NAVD 88     -                                                        
 NJ0826  ___________________________________________________________________
 NJ0826  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 NJ0826  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 NJ0826
 NJ0826  HORZ ORDER  -  THIRD
 NJ0826
 NJ0826.The horizontal coordinates were established by classical geodetic methods
 NJ0826.and adjusted by the National Geodetic Survey in May 1999..
 NJ0826
 NJ0826
 NJ0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0826
 NJ0826.The geoid height was determined by GEOID03.
 NJ0826
 NJ0826;                    North         East     Units Scale Factor Converg.
 NJ0826;SPC IA N     - 1,132,537.903 1,628,910.574   MT  0.99994540   +1 03 58.0
 NJ0826;UTM  15      - 4,726,106.600   587,910.467   MT  0.99969508   +0 43 39.0
 NJ0826
 NJ0826                          SUPERSEDED SURVEY CONTROL
 NJ0826
 NJ0826  NAD 83(1996)-  42 40 56.69330(N)    091 55 37.08964(W) AD(       ) 4
 NJ0826  NAD 83(1986)-  42 40 56.68451(N)    091 55 37.09110(W) AD(       ) 4
 NJ0826  NAD 27      -  42 40 56.74800(N)    091 55 36.47600(W) AD(       ) 3
 NJ0826
 NJ0826.Superseded values are not recommended for survey control.
 NJ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0826.See file dsdata.txt to determine how the superseded data were derived.
 NJ0826
 NJ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8791026107(NAD 83)
 NJ0826_MARKER: 63 = STACK
 NJ0826
 NJ0826  HISTORY     - Date     Condition        Report By
 NJ0826  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0826
 NJ0826                          STATION DESCRIPTION
 NJ0826
 NJ0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0826'STATION IS THE CENTER OF A CONCRETE STACK, APPROXIMATELY 100
 NJ0826'FEET HIGH, AT THE ROUND-HOUSE OF THE CHICAGO GREAT WESTERN
 NJ0826'RAILROAD AT THE EXTREME WESTERN EDGE OF THE CITY OF OELWEIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0824 ***********************************************************************
 NJ0824  DESIGNATION -  OELWEIN CGW RR SHOPS TANK
 NJ0824  PID         -  NJ0824
 NJ0824  STATE/COUNTY-  IA/FAYETTE
 NJ0824  USGS QUAD   -  OELWEIN (1981)
 NJ0824
 NJ0824                         *CURRENT SURVEY CONTROL
 NJ0824  ___________________________________________________________________
 NJ0824* NAD 83(1996)-  42 40 30.10562(N)    091 54 58.66747(W)     ADJUSTED  
 NJ0824* NAVD 88     -                                                        
 NJ0824  ___________________________________________________________________
 NJ0824  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 NJ0824  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 NJ0824
 NJ0824  HORZ ORDER  -  THIRD
 NJ0824
 NJ0824.The horizontal coordinates were established by classical geodetic methods
 NJ0824.and adjusted by the National Geodetic Survey in May 1999..
 NJ0824
 NJ0824
 NJ0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0824
 NJ0824.The geoid height was determined by GEOID03.
 NJ0824
 NJ0824;                    North         East     Units Scale Factor Converg.
 NJ0824;SPC IA N     - 1,131,733.981 1,629,800.495   MT  0.99994538   +1 04 24.0
 NJ0824;UTM  15      - 4,725,297.634   588,795.400   MT  0.99969700   +0 44 04.6
 NJ0824
 NJ0824                          SUPERSEDED SURVEY CONTROL
 NJ0824
 NJ0824  NAD 83(1996)-  42 40 30.10512(N)    091 54 58.66689(W) AD(       ) 4
 NJ0824  NAD 83(1986)-  42 40 30.09625(N)    091 54 58.66862(W) AD(       ) 4
 NJ0824  NAD 27      -  42 40 30.16000(N)    091 54 58.05200(W) AD(       ) 3
 NJ0824
 NJ0824.Superseded values are not recommended for survey control.
 NJ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0824.See file dsdata.txt to determine how the superseded data were derived.
 NJ0824
 NJ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8879525298(NAD 83)
 NJ0824_MARKER: 53 = ELEVATED TANK
 NJ0824
 NJ0824  HISTORY     - Date     Condition        Report By
 NJ0824  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0824
 NJ0824                          STATION DESCRIPTION
 NJ0824
 NJ0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0824'STATION IS THE BASE OF A FLAGPOLE ATOP A SLIM BLACK WATER TANK
 NJ0824'AT THE SHOPS OF THE CHICAGO GREAT WESTERN RAILROAD.  THE TANK
 NJ0824'IS ABOUT 75 FEET HIGH, HAS A CONICAL BOTTOM AND IS LOCATED ABOUT
 NJ0824'500 FEET SE OF THE OELWEIN PASSENGER STATION OF THE CHICAGO
 NJ0824'GREAT WESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0825 ***********************************************************************
 NJ0825  DESIGNATION -  OELWEIN CGW RR SHOPS STACK
 NJ0825  PID         -  NJ0825
 NJ0825  STATE/COUNTY-  IA/FAYETTE
 NJ0825  USGS QUAD   -  OELWEIN (1981)
 NJ0825
 NJ0825                         *CURRENT SURVEY CONTROL
 NJ0825  ___________________________________________________________________
 NJ0825* NAD 83(1996)-  42 40 36.83255(N)    091 55 03.03488(W)     ADJUSTED  
 NJ0825* NAVD 88     -                                                        
 NJ0825  ___________________________________________________________________
 NJ0825  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 NJ0825  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 NJ0825
 NJ0825  HORZ ORDER  -  THIRD
 NJ0825
 NJ0825.The horizontal coordinates were established by classical geodetic methods
 NJ0825.and adjusted by the National Geodetic Survey in May 1999..
 NJ0825
 NJ0825
 NJ0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0825
 NJ0825.The geoid height was determined by GEOID03.
 NJ0825
 NJ0825;                    North         East     Units Scale Factor Converg.
 NJ0825;SPC IA N     - 1,131,939.647 1,629,697.190   MT  0.99994538   +1 04 21.1
 NJ0825;UTM  15      - 4,725,503.855   588,693.338   MT  0.99969678   +0 44 01.8
 NJ0825
 NJ0825                          SUPERSEDED SURVEY CONTROL
 NJ0825
 NJ0825  NAD 83(1996)-  42 40 36.83206(N)    091 55 03.03430(W) AD(       ) 4
 NJ0825  NAD 83(1986)-  42 40 36.82319(N)    091 55 03.03600(W) AD(       ) 4
 NJ0825  NAD 27      -  42 40 36.88700(N)    091 55 02.41900(W) AD(       ) 3
 NJ0825
 NJ0825.Superseded values are not recommended for survey control.
 NJ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0825.See file dsdata.txt to determine how the superseded data were derived.
 NJ0825
 NJ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8869325504(NAD 83)
 NJ0825_MARKER: 63 = STACK
 NJ0825
 NJ0825  HISTORY     - Date     Condition        Report By
 NJ0825  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0825  HISTORY     - 20051120 MARK NOT FOUND   GEOCAC
 NJ0825
 NJ0825                          STATION DESCRIPTION
 NJ0825
 NJ0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0825'STATION IS THE CENTER OF A CONCRETE STACK AT THE POWER HOUSE OF THE
 NJ0825'CHICAGO GREAT WESTERN RAILROAD SHOPS IN THE CITY OF OELWEIN.
 NJ0825'IT IS APPROXIMATELY 75 FEET HIGH AND IS DIRECTLY OPPOSITE THE
 NJ0825'OELWEIN PASSENGER STATION OF THE CHICAGO GREAT WESTERN RAILROAD.
 NJ0825
 NJ0825                          STATION RECOVERY (2005)
 NJ0825
 NJ0825'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0825'ADJUSTED COORDINATES PUT THIS IN THE DITCH WEST OF THE STATION AND
 NJ0825'ACROSS THE TRACKS.  NO STACK VISIBLE IN THE VICINITY.  PRESUME
 NJ0825'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0820 ***********************************************************************
 NJ0820  DESIGNATION -  OELWEIN INTERSTATE PWR CO STK
 NJ0820  PID         -  NJ0820
 NJ0820  STATE/COUNTY-  IA/FAYETTE
 NJ0820  USGS QUAD   -  OELWEIN (1981)
 NJ0820
 NJ0820                         *CURRENT SURVEY CONTROL
 NJ0820  ___________________________________________________________________
 NJ0820* NAD 83(1996)-  42 40 24.77671(N)    091 54 46.83701(W)     ADJUSTED  
 NJ0820* NAVD 88     -                                                        
 NJ0820  ___________________________________________________________________
 NJ0820  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 NJ0820  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 NJ0820
 NJ0820  HORZ ORDER  -  THIRD
 NJ0820
 NJ0820.The horizontal coordinates were established by classical geodetic methods
 NJ0820.and adjusted by the National Geodetic Survey in May 1999..
 NJ0820
 NJ0820
 NJ0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0820
 NJ0820.The geoid height was determined by GEOID03.
 NJ0820
 NJ0820;                    North         East     Units Scale Factor Converg.
 NJ0820;SPC IA N     - 1,131,574.634 1,630,072.891   MT  0.99994537   +1 04 32.1
 NJ0820;UTM  15      - 4,725,136.719   589,066.781   MT  0.99969760   +0 44 12.6
 NJ0820
 NJ0820                          SUPERSEDED SURVEY CONTROL
 NJ0820
 NJ0820  NAD 83(1996)-  42 40 24.77621(N)    091 54 46.83641(W) AD(       ) 4
 NJ0820  NAD 83(1986)-  42 40 24.76733(N)    091 54 46.83815(W) AD(       ) 4
 NJ0820  NAD 27      -  42 40 24.83200(N)    091 54 46.22200(W) AD(       ) 3
 NJ0820
 NJ0820.Superseded values are not recommended for survey control.
 NJ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0820.See file dsdata.txt to determine how the superseded data were derived.
 NJ0820
 NJ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8906725137(NAD 83)
 NJ0820_MARKER: 63 = STACK
 NJ0820
 NJ0820  HISTORY     - Date     Condition        Report By
 NJ0820  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0820  HISTORY     - 20051120 MARK NOT FOUND   GEOCAC
 NJ0820
 NJ0820                          STATION DESCRIPTION
 NJ0820
 NJ0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0820'STATION IS A TALL, BUFF-BRICK STACK OF THE INTERSTATE POWER
 NJ0820'COMPANY.  THE STACK IS LOCATED JUST S OF THE BUSINESS DISTRICT
 NJ0820'OF THE CITY OF OELWEIN ON S FREDERICK AVENUE AT THE CHICAGO
 NJ0820'GREAT WESTERN RAILROAD CROSSING.  IT IS APPROXIMATELY 100 FEET
 NJ0820'HIGH AND HAS ABOUT FOUR FEET OF RED BRICK AT ITS TOP.  THE STACK
 NJ0820'IS NO LONGER USED AS THE BUILDING HAS BEEN CONVERTED INTO A
 NJ0820'SUB-STATION.
 NJ0820
 NJ0820                          STATION RECOVERY (2005)
 NJ0820
 NJ0820'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0820'THE ADJUSTED COORDINATES FALL IN THE MIDDLE OF AN OLD SQUARE
 NJ0820'FOUNDATION BESIDE THE SUBSTATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0829 ***********************************************************************
 NJ0829  DESIGNATION -  OELWEIN MUNICIPAL STANDPIPE
 NJ0829  PID         -  NJ0829
 NJ0829  STATE/COUNTY-  IA/FAYETTE
 NJ0829  USGS QUAD   -  OELWEIN (1981)
 NJ0829
 NJ0829                         *CURRENT SURVEY CONTROL
 NJ0829  ___________________________________________________________________
 NJ0829* NAD 83(1996)-  42 41 16.64940(N)    091 54 44.07968(W)     ADJUSTED  
 NJ0829* NAVD 88     -                                                        
 NJ0829  ___________________________________________________________________
 NJ0829  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 NJ0829  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 NJ0829
 NJ0829  HORZ ORDER  -  THIRD
 NJ0829
 NJ0829.The horizontal coordinates were established by classical geodetic methods
 NJ0829.and adjusted by the National Geodetic Survey in May 1999..
 NJ0829
 NJ0829
 NJ0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0829
 NJ0829.The geoid height was determined by GEOID03.
 NJ0829
 NJ0829;                    North         East     Units Scale Factor Converg.
 NJ0829;SPC IA N     - 1,133,176.098 1,630,105.601   MT  0.99994543   +1 04 33.9
 NJ0829;UTM  15      - 4,726,737.565   589,108.946   MT  0.99969769   +0 44 15.2
 NJ0829
 NJ0829                          SUPERSEDED SURVEY CONTROL
 NJ0829
 NJ0829  NAD 83(1996)-  42 41 16.64895(N)    091 54 44.07909(W) AD(       ) 4
 NJ0829  NAD 83(1986)-  42 41 16.64042(N)    091 54 44.08057(W) AD(       ) 4
 NJ0829  NAD 27      -  42 41 16.70400(N)    091 54 43.46500(W) AD(       ) 3
 NJ0829
 NJ0829.Superseded values are not recommended for survey control.
 NJ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0829.See file dsdata.txt to determine how the superseded data were derived.
 NJ0829
 NJ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8910926738(NAD 83)
 NJ0829_MARKER: 52 = STANDPIPE TANK
 NJ0829
 NJ0829  HISTORY     - Date     Condition        Report By
 NJ0829  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0829
 NJ0829                          STATION DESCRIPTION
 NJ0829
 NJ0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0829'STATION IS THE CENTER OF THE MUNICIPAL WATER STANDPIPE OF THE
 NJ0829'CITY OF OELWEIN.  THE STANDPIPE IS 15 FEET IN DIAMETER AND 80
 NJ0829'FEET IN HEIGHT AND IS LOCATED NEAR THE INTERSECTION OF 1ST
 NJ0829'AVENUE, NE, WITH 8TH STREET, NE.
 NJ0829'
 NJ0829'THIS STATION WAS CONNECTED BY TRAVERSE TO STATION OELWIEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0822 ***********************************************************************
 NJ0822  DESIGNATION -  OELWEIN RAD STA KOEL CEN MAST
 NJ0822  PID         -  NJ0822
 NJ0822  STATE/COUNTY-  IA/FAYETTE
 NJ0822  USGS QUAD   -  OELWEIN (1981)
 NJ0822
 NJ0822                         *CURRENT SURVEY CONTROL
 NJ0822  ___________________________________________________________________
 NJ0822* NAD 83(1996)-  42 39 20.80463(N)    091 54 02.02569(W)     ADJUSTED  
 NJ0822* NAVD 88     -                                                        
 NJ0822  ___________________________________________________________________
 NJ0822  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 NJ0822  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 NJ0822
 NJ0822  HORZ ORDER  -  THIRD
 NJ0822
 NJ0822.The horizontal coordinates were established by classical geodetic methods
 NJ0822.and adjusted by the National Geodetic Survey in May 1999..
 NJ0822
 NJ0822
 NJ0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0822
 NJ0822.The geoid height was determined by GEOID03.
 NJ0822
 NJ0822;                    North         East     Units Scale Factor Converg.
 NJ0822;SPC IA N     - 1,129,620.318 1,631,130.342   MT  0.99994539   +1 05 02.4
 NJ0822;UTM  15      - 4,723,176.667   590,112.398   MT  0.99969990   +0 44 42.1
 NJ0822
 NJ0822                          SUPERSEDED SURVEY CONTROL
 NJ0822
 NJ0822  NAD 83(1996)-  42 39 20.80412(N)    091 54 02.02518(W) AD(       ) 4
 NJ0822  NAD 83(1986)-  42 39 20.79450(N)    091 54 02.02707(W) AD(       ) 4
 NJ0822  NAD 27      -  42 39 20.86400(N)    091 54 01.41700(W) AD(       ) 3
 NJ0822
 NJ0822.Superseded values are not recommended for survey control.
 NJ0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0822.See file dsdata.txt to determine how the superseded data were derived.
 NJ0822
 NJ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9011223177(NAD 83)
 NJ0822_MARKER: 42 = RADIO/TV MAST
 NJ0822
 NJ0822  HISTORY     - Date     Condition        Report By
 NJ0822  HISTORY     - 1961     FIRST OBSERVED   CGS
 NJ0822
 NJ0822                          STATION DESCRIPTION
 NJ0822
 NJ0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0822'THE STATION IS THE CENTER OF THE TOP OF THE CENTER 1 OF 3
 NJ0822'MAST, LOCATED ABOUT 1 MILE SOUTHEAST OF THE CENTER OF OELWEIN.
 NJ0822'IT IS A GUYED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF
 NJ0822'INTERNATIONAL ORANGE AND WHITE.  THE OVERALL HEIGHT IS 263 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0592 ***********************************************************************
 NJ0592  DESIGNATION -  OELWEIN RESET
 NJ0592  PID         -  NJ0592
 NJ0592  STATE/COUNTY-  IA/FAYETTE
 NJ0592  USGS QUAD   -  OELWEIN (1981)
 NJ0592
 NJ0592                         *CURRENT SURVEY CONTROL
 NJ0592  ___________________________________________________________________
 NJ0592* NAD 83(1986)-  42 40 46.     (N)    091 54 45.     (W)     SCALED    
 NJ0592* NAVD 88     -       316.60   (meters)    1038.7    (feet)  RESET     
 NJ0592  ___________________________________________________________________
 NJ0592  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 NJ0592
 NJ0592  VERT ORDER  -  THIRD
 NJ0592
 NJ0592.The horizontal coordinates were scaled from a topographic map and have
 NJ0592.an estimated accuracy of +/- 6 seconds.
 NJ0592
 NJ0592.The orthometric height was computed from unverified reset data.
 NJ0592
 NJ0592.The geoid height was determined by GEOID03.
 NJ0592
 NJ0592;                    North         East    Units  Estimated Accuracy
 NJ0592;SPC IA N     - 1,132,230.    1,630,100.      MT  (+/- 180 meters Scaled)
 NJ0592
 NJ0592                          SUPERSEDED SURVEY CONTROL
 NJ0592
 NJ0592.No superseded survey control is available for this station.
 NJ0592
 NJ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH891257(NAD 83)
 NJ0592_MARKER: DB = BENCH MARK DISK
 NJ0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0592_STAMPING: OELWEIN RESET 1969
 NJ0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0592+STABILITY: SURFACE MOTION
 NJ0592
 NJ0592  HISTORY     - Date     Condition        Report By
 NJ0592  HISTORY     - 1969     MONUMENTED       LOCSUR
 NJ0592  HISTORY     - 1971     GOOD             NGS
 NJ0592  HISTORY     - 20051120 GOOD             GEOCAC
 NJ0592
 NJ0592                          STATION DESCRIPTION
 NJ0592
 NJ0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 NJ0592'AT OELWEIN.
 NJ0592'AT OELWEIN, 48 FEET EAST OF THE NORTHEAST CORNER OF THE OELWEIN
 NJ0592'CITY HALL.  A STANDARD BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 NJ0592'POST.
 NJ0592
 NJ0592                          STATION RECOVERY (2005)
 NJ0592
 NJ0592'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0592'FOUND AS DESCRIBED AND 7 FT EAST OF TREE, 5.8 FT SOUTH OF NORTH EDGE
 NJ0592'OF A CURB, 4 FT WEST OF EDGE OF SIDEWALK, AND 3 INCHES UNDER SURFACE.
 NJ0592'HANDHELD COORDINATES N42 40 40.5 W091 55 01.3, SKY VISIBILITY SOMEWHAT
 NJ0592'OBSCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0823 ***********************************************************************
 NJ0823  DESIGNATION -  OELWEIN SACRED HEART CATH CH
 NJ0823  PID         -  NJ0823
 NJ0823  STATE/COUNTY-  IA/FAYETTE
 NJ0823  USGS QUAD   -  OELWEIN (1981)
 NJ0823
 NJ0823                         *CURRENT SURVEY CONTROL
 NJ0823  ___________________________________________________________________
 NJ0823* NAD 83(1996)-  42 40 11.98462(N)    091 54 49.29375(W)     ADJUSTED  
 NJ0823* NAVD 88     -                                                        
 NJ0823  ___________________________________________________________________
 NJ0823  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 NJ0823  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 NJ0823
 NJ0823  HORZ ORDER  -  THIRD
 NJ0823
 NJ0823.The horizontal coordinates were established by classical geodetic methods
 NJ0823.and adjusted by the National Geodetic Survey in May 1999..
 NJ0823
 NJ0823
 NJ0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0823
 NJ0823.The geoid height was determined by GEOID03.
 NJ0823
 NJ0823;                    North         East     Units Scale Factor Converg.
 NJ0823;SPC IA N     - 1,131,178.946 1,630,024.370   MT  0.99994537   +1 04 30.4
 NJ0823;UTM  15      - 4,724,741.422   589,015.935   MT  0.99969749   +0 44 10.8
 NJ0823
 NJ0823                          SUPERSEDED SURVEY CONTROL
 NJ0823
 NJ0823  NAD 83(1996)-  42 40 11.98412(N)    091 54 49.29314(W) AD(       ) 4
 NJ0823  NAD 83(1986)-  42 40 11.97523(N)    091 54 49.29490(W) AD(       ) 4
 NJ0823  NAD 27      -  42 40 12.04000(N)    091 54 48.67900(W) AD(       ) 3
 NJ0823
 NJ0823.Superseded values are not recommended for survey control.
 NJ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0823.See file dsdata.txt to determine how the superseded data were derived.
 NJ0823
 NJ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8901624741(NAD 83)
 NJ0823_MARKER: 90 = CHURCH SPIRE
 NJ0823
 NJ0823  HISTORY     - Date     Condition        Report By
 NJ0823  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0823  HISTORY     - 20051120 GOOD             GEOCAC
 NJ0823
 NJ0823                          STATION DESCRIPTION
 NJ0823
 NJ0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0823'STATION IS THE CENTER OF THE GOLD CROSS ON THE TALLER SPIRE OF
 NJ0823'THE SACRED HEART CATHOLIC CHURCH IN THE SOUTHERN PART OF THE
 NJ0823'CITY OF OELWEIN.  THE SPIRE IS AN OCTAGONAL ONE WITH A SQUARE
 NJ0823'BRICK BELFRY BELOW IT.  THE BELFRY HAS TWO SMALL GOTHIC ARCHED
 NJ0823'WINDOWS ON EAST SIDE AND FOUR ORNAMENTED CORNER PINNACLES.
 NJ0823'SACRED HEART CHURCH WAS ERECTED IN 1908.
 NJ0823
 NJ0823                          STATION RECOVERY (2005)
 NJ0823
 NJ0823'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0821 ***********************************************************************
 NJ0821  DESIGNATION -  OELWEIN ZION EVAN LUTH CH
 NJ0821  PID         -  NJ0821
 NJ0821  STATE/COUNTY-  IA/FAYETTE
 NJ0821  USGS QUAD   -  OELWEIN (1981)
 NJ0821
 NJ0821                         *CURRENT SURVEY CONTROL
 NJ0821  ___________________________________________________________________
 NJ0821* NAD 83(1996)-  42 40 39.77340(N)    091 54 27.47526(W)     ADJUSTED  
 NJ0821* NAVD 88     -                                                        
 NJ0821  ___________________________________________________________________
 NJ0821  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 NJ0821  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 NJ0821
 NJ0821  HORZ ORDER  -  THIRD
 NJ0821
 NJ0821.The horizontal coordinates were established by classical geodetic methods
 NJ0821.and adjusted by the National Geodetic Survey in May 1999..
 NJ0821
 NJ0821
 NJ0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0821
 NJ0821.The geoid height was determined by GEOID03.
 NJ0821
 NJ0821;                    North         East     Units Scale Factor Converg.
 NJ0821;SPC IA N     - 1,132,045.574 1,630,504.936   MT  0.99994538   +1 04 45.2
 NJ0821;UTM  15      - 4,725,604.981   589,501.496   MT  0.99969855   +0 44 25.9
 NJ0821
 NJ0821                          SUPERSEDED SURVEY CONTROL
 NJ0821
 NJ0821  NAD 83(1996)-  42 40 39.77293(N)    091 54 27.47465(W) AD(       ) 4
 NJ0821  NAD 83(1986)-  42 40 39.76397(N)    091 54 27.47640(W) AD(       ) 4
 NJ0821  NAD 27      -  42 40 39.83000(N)    091 54 26.86000(W) AD(       ) 3
 NJ0821
 NJ0821.Superseded values are not recommended for survey control.
 NJ0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0821.See file dsdata.txt to determine how the superseded data were derived.
 NJ0821
 NJ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8950125605(NAD 83)
 NJ0821_MARKER: 90 = CHURCH SPIRE
 NJ0821
 NJ0821  HISTORY     - Date     Condition        Report By
 NJ0821  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0821  HISTORY     - 20051120 MARK NOT FOUND   GEOCAC
 NJ0821
 NJ0821                          STATION DESCRIPTION
 NJ0821
 NJ0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0821'STATION IS THE CENTER OF THE OCTAGONAL SPIRE ON THE ZION EVANGELICAL
 NJ0821'LUTHERAN CHURCH ON THIRD AVENUE, NE NEAR E CHARLES STREET.  THE
 NJ0821'SPIRE IS SLATE COVERED, APPROXIMATELY 75 FEET HIGH, SURMOUNTED WITH
 NJ0821'A GOLD CROSS.  THE BASE OF THE SPIRE IS WOOD, PAINTED YELLOW,
 NJ0821'WITH HORIZONTAL LOUVRES IN THE BELFRY.  ZION EVANGELICAL LUTHERAN
 NJ0821'CHURCH WAS ERECTED IN 1898.
 NJ0821
 NJ0821                          STATION RECOVERY (2005)
 NJ0821
 NJ0821'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0821'ADJUSTED COORDINATES ARE IN EMPTY LOT EAST OF STREET AT WIDE CONCRETE
 NJ0821'STEPS, AND A HALF BLOCK SOUTH OF PRESENT CHURCH. CHURCH PEOPLE SAY
 NJ0821'THAT IS WHERE THEIR OLD BUILDING WAS. CORNERSTONE ON PRESENT CHURCH IS
 NJ0821'1952.  STATION APPARENTLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0906 ***********************************************************************
 MG0906  DESIGNATION -  OLSON
 MG0906  PID         -  MG0906
 MG0906  STATE/COUNTY-  IA/BENTON
 MG0906  USGS QUAD   -  NEWHALL (1968)
 MG0906
 MG0906                         *CURRENT SURVEY CONTROL
 MG0906  ___________________________________________________________________
 MG0906* NAD 83(1996)-  41 57 41.27725(N)    091 55 17.34861(W)     ADJUSTED  
 MG0906* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 MG0906  ___________________________________________________________________
 MG0906  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 MG0906  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 MG0906
 MG0906  HORZ ORDER  -  FIRST
 MG0906
 MG0906.The horizontal coordinates were established by classical geodetic methods
 MG0906.and adjusted by the National Geodetic Survey in May 1999..
 MG0906
 MG0906.The orthometric height was scaled from a topographic map.
 MG0906
 MG0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0906
 MG0906.The geoid height was determined by GEOID03.
 MG0906
 MG0906;                    North         East     Units Scale Factor Converg.
 MG0906;SPC IA N     - 1,052,479.953 1,630,855.095   MT  1.00002076   +1 04 11.4
 MG0906;SPC IA S     -   219,016.063   630,857.576   MT  1.00003649   +1 02 23.2
 MG0906;UTM  15      - 4,646,060.313   589,374.424   MT  0.99969829   +0 43 16.2
 MG0906
 MG0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0906!SPC IA N     -   0.99995934  x   1.00002076  =   0.99998010
 MG0906!SPC IA S     -   0.99995934  x   1.00003649  =   0.99999583
 MG0906!UTM  15      -   0.99995934  x   0.99969829  =   0.99965765
 MG0906
 MG0906:                Primary Azimuth Mark                     Grid Az
 MG0906:SPC IA N     -  URBANA MUNICIPAL TANK                    006 48 42.9
 MG0906:SPC IA S     -  URBANA MUNICIPAL TANK                    006 50 31.1
 MG0906:UTM  15      -  URBANA MUNICIPAL TANK                    007 09 38.1
 MG0906
 MG0906|---------------------------------------------------------------------|
 MG0906| PID    Reference Object                     Distance      Geod. Az  |
 MG0906|                                                           dddmmss.s |
 MG0906| NJ0776 URBANA MUNICIPAL TANK               APPROX.29.5 KM 0075254.3 |
 MG0906| CL9160 OLSON RM 1                           53.855 METERS 06603     |
 MG0906| CL9161 OLSON RM 2                           55.760 METERS 11507     |
 MG0906| MH0454 BLAIRSTOWN MUNICIPAL TANK           APPROX.14.9 KM 2455801.0 |
 MG0906| CL9159 OLSON AZ MK                                        2494257.6 |
 MG0906| NK0549 VAN HORNE MUNICIPAL TANK            APPROX.14.8 KM 2902737.1 |
 MG0906|---------------------------------------------------------------------|
 MG0906
 MG0906                          SUPERSEDED SURVEY CONTROL
 MG0906
 MG0906  NAD 83(1986)-  41 57 41.27796(N)    091 55 17.35316(W) AD(       ) 1
 MG0906  NAD 27      -  41 57 41.27700(N)    091 55 16.69600(W) AD(       ) 1
 MG0906
 MG0906.Superseded values are not recommended for survey control.
 MG0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0906.See file dsdata.txt to determine how the superseded data were derived.
 MG0906
 MG0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG8937446060(NAD 83)
 MG0906_MARKER: DS = TRIANGULATION STATION DISK
 MG0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0906_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MG0906
 MG0906  HISTORY     - Date     Condition        Report By
 MG0906  HISTORY     - 1934     MONUMENTED       CGS
 MG0906  HISTORY     - 1960     GOOD             CGS
 MG0906
 MG0906                          STATION DESCRIPTION
 MG0906
 MG0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0906'STATION IS LOCATED ABOUT 3-1/2 MILES SE OF NEWHALL, ABOUT
 MG0906'3-1/2 MILES N OF NORWAY, IN NW 1/4 SEC. 32, T 83 N, R 9 W,
 MG0906'ON LAND OWNED AND OCCUPIED BY J.P. OLSON.  THE STATION MARK
 MG0906'IS SET ABOUT 0.4 MILE ENE OF MR. OLSONS HOUSE ON THE S SLOPE
 MG0906'OF A HIGH HILL.  IT IS BETWEEN 2 FIELDS, 1 FOOT N OF E-W
 MG0906'FENCE LINE, 164 FEET W OF N-S FENCE LINE AND PROJECTS 4
 MG0906'INCHES.  IT IS ABOUT 0.1 MILE S OF U.S. HIGHWAY 30.
 MG0906'
 MG0906'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MG0906'BRONZE DISKS SET IN CONCRETE.
 MG0906'
 MG0906'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE E EDGE OF
 MG0906'THE N FIELD, 1 FOOT W OF FENCE LINE, 75 FEET N OF E-W FENCE
 MG0906'LINE, AND PROJECTS 6 INCHES.
 MG0906'
 MG0906'REFERENCE MARK NO. 2 IS SE OF THE STATION ON THE E EDGE OF
 MG0906'THE S FIELD, 1 FOOT W OF N-S FENCE LINE, 75 FEET S OF E-W
 MG0906'FENCE LINE, AND PROJECTS 4 INCHES.
 MG0906'
 MG0906'AZIMUTH MARK IS SW OF THE STATION, ABOUT 0.1 MILE S OF MR.
 MG0906'OLSONS HOUSE.  IT IS ON THE E EDGE OF A CULTIVATED FIELD, 1
 MG0906'FOOT W OF FENCE LINE, 36 FEET W OF THE CENTER OF THE ROAD,
 MG0906'AND PROJECTS 6 INCHES.
 MG0906'
 MG0906'TO REACH FROM VINTON GO S ON U.S. HIGHWAY 218 TO JUNCTION
 MG0906'WITH U.S. HIGHWAY 30.  HERE GO E ON U.S. HIGHWAY 30 FOR 4.9
 MG0906'MILES TO A CROSS ROAD.  GO S ON STATE HIGHWAY 201 FOR 0.2
 MG0906'MILE TO MR. OLSONS HOUSE ON THE E OF THE ROAD.  GO E AND S
 MG0906'THROUGH DRIVEWAY 0.05 MILE TO GATE INTO BARNYARD.  PASS THROUGH
 MG0906'GATE AND GO 0.2 MILE E IN WIDE LANE TO GATE IN THE SE CORNER.
 MG0906'GO N 0.15 MILE TO E-W FENCE LINE.  TURN E AND GO 0.2 MILE TO
 MG0906'THE STATION ON THE N SIDE OF THE FENCE.
 MG0906'
 MG0906'ALL LIGHTS CAME INTO VIEW AT 45 FEET.
 MG0906
 MG0906                          STATION RECOVERY (1960)
 MG0906
 MG0906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 MG0906'THE STATION MONUMENT AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 MG0906'IN GOOD CONDITION.  THE PRESENT PUBLISHED DESCRIPTION IS
 MG0906'ADEQUATE FOR RECOVERY.  THE STATION IS NO LONGER BETWEEN TWO
 MG0906'FIELDS.  THE LINE BETWEEN THE TWO FIELDS HAS BEEN REMOVED
 MG0906'AND THE STATION IS NOW IN A CORN FIELD.  NO SEARCH WAS MADE
 MG0906'FOR THE AZIMUTH MARK.
 MG0906'
 MG0906'THE DISTANCES TO THE REFERENCES WERE MEASURED AND FOUND TO
 MG0906'BE AS PUBLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0573 ***********************************************************************
 MH0573  DESIGNATION -  OLTROGGE
 MH0573  PID         -  MH0573
 MH0573  STATE/COUNTY-  IA/POWESHIEK
 MH0573  USGS QUAD   -  GRINNELL NORTH (1980)
 MH0573
 MH0573                         *CURRENT SURVEY CONTROL
 MH0573  ___________________________________________________________________
 MH0573* NAD 83(1996)-  41 49 56.70718(N)    092 37 48.20441(W)     ADJUSTED  
 MH0573* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 MH0573  ___________________________________________________________________
 MH0573  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 MH0573  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 MH0573
 MH0573  HORZ ORDER  -  FIRST
 MH0573
 MH0573.The horizontal coordinates were established by classical geodetic methods
 MH0573.and adjusted by the National Geodetic Survey in May 1999..
 MH0573
 MH0573.The orthometric height was scaled from a topographic map.
 MH0573
 MH0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0573
 MH0573.The geoid height was determined by GEOID03.
 MH0573
 MH0573;                    North         East     Units Scale Factor Converg.
 MH0573;SPC IA S     -   203,856.274   572,263.710   MT  1.00000908   +0 34 22.9
 MH0573;SPC IA N     - 1,037,296.134 1,572,266.651   MT  1.00005076   +0 35 22.6
 MH0573;UTM  15      - 4,631,236.275   530,718.096   MT  0.99961161   +0 14 48.3
 MH0573
 MH0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0573!SPC IA S     -   0.99995606  x   1.00000908  =   0.99996514
 MH0573!SPC IA N     -   0.99995606  x   1.00005076  =   1.00000682
 MH0573!UTM  15      -   0.99995606  x   0.99961161  =   0.99956769
 MH0573
 MH0573:                Primary Azimuth Mark                     Grid Az
 MH0573:SPC IA S     -  BROOKLYN MUNICIPAL TANK                  124 32 30.4
 MH0573:SPC IA N     -  BROOKLYN MUNICIPAL TANK                  124 31 30.7
 MH0573:UTM  15      -  BROOKLYN MUNICIPAL TANK                  124 52 05.0
 MH0573
 MH0573|---------------------------------------------------------------------|
 MH0573| PID    Reference Object                     Distance      Geod. Az  |
 MH0573|                                                           dddmmss.s |
 MH0573| MH0477 BROOKLYN MUNICIPAL TANK             APPROX.19.0 KM 1250653.3 |
 MH0573| MH0579 AIR BEACON 4 MI W OF BROOKLYN       APPROX.14.8 KM 1364850.6 |
 MH0573| MH0580 MALCOLM MUNICIPAL TANK              APPROX.15.2 KM 1561050.9 |
 MH0573| CL9162 OLTROGGE RM 1                        29.082 METERS 18249     |
 MH0573| MH0585 GRINNEL AIR BEACON                  APPROX.12.3 KM 2031548.0 |
 MH0573| MH0586 GRINNEL MUNICIPAL TANK              APPROX.12.9 KM 2173947.1 |
 MH0573| MH0584 GRINNEL CONG CHURCH SPIRE           APPROX.12.6 KM 2181801.2 |
 MH0573| MH0587 GRINNEL COLLEGE STACK               APPROX.12.0 KM 2182813.3 |
 MH0573| MH0583 GRINNEL SPAULDING CO STACK          APPROX.13.0 KM 2194629.0 |
 MH0573| MH0601 NEWBERG GRAIN ELEV NW CORNER        APPROX.12.1 KM 2613703.9 |
 MH0573| MH0591 GILMAN MUNICIPAL TANK               APPROX.14.0 KM 2912239.2 |
 MH0573| CL9163 OLTROGGE RM 2                                      33357     |
 MH0573|---------------------------------------------------------------------|
 MH0573
 MH0573                          SUPERSEDED SURVEY CONTROL
 MH0573
 MH0573  NAD 83(1986)-  41 49 56.71422(N)    092 37 48.20707(W) AD(       ) 1
 MH0573  NAD 27      -  41 49 56.74100(N)    092 37 47.52000(W) AD(       ) 1
 MH0573
 MH0573.Superseded values are not recommended for survey control.
 MH0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0573.See file dsdata.txt to determine how the superseded data were derived.
 MH0573
 MH0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3071831236(NAD 83)
 MH0573_MARKER: DS = TRIANGULATION STATION DISK
 MH0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0573
 MH0573  HISTORY     - Date     Condition        Report By
 MH0573  HISTORY     - 1930     MONUMENTED       CGS
 MH0573  HISTORY     - 1963     SEE DESCRIPTION  IACC
 MH0573
 MH0573                          STATION DESCRIPTION
 MH0573
 MH0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0573'STATION IS ABOUT 5 MILES E AND 6 MILES N FROM GRINNELL ON
 MH0573'W SIDE OF THE NW 1/4 OF SEC. 17, T 81 N, R 15 W, ON LAND
 MH0573'OWNED BY HENRY OLTROGGE.  THE STATION IS 10 FEET W OF SECTION-LINE
 MH0573'ROAD FENCE ON E SIDE OF ROAD, 150 PACES S FROM THE NW CORNER
 MH0573'OF THE SECTION AND ABOUT 1/4 MILE N OF MR. OLTROGGES HOUSE.
 MH0573'THE MARK IS ABOUT 4 INCHES ABOVE SURFACE.
 MH0573'
 MH0573'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MH0573'DISKS SET IN CONCRETE.
 MH0573'
 MH0573'REFERENCE MARK NO. 1 IS ON FENCE LINE ABOUT 20 YARDS N OF
 MH0573'A PROMINENT GROVE OF TREES ON W SIDE OF ROAD AND ABOUT 1/4
 MH0573'MILE S OF ROAD INTERSECTION AT N EDGE.  REFERENCE MARK NO.
 MH0573'2 IS ON FENCE LINE ON W SIDE OF ROAD ABOUT 100 YARDS S OF
 MH0573'ROAD INTERSECTION.
 MH0573'
 MH0573'TO REACH FROM GRINNELL, GO E ON HIGHWAY 32 5 MILES, THEN
 MH0573'N 6 MILES.
 MH0573'
 MH0573'*ABOVE HEIGHT OF SIGNAL NECESSARY TO CLEAR LINES TO MATTISON
 MH0573'AND GILMAN.  THESE LINES WERE OBSTRUCTED BY GROVES OF TREES.
 MH0573'
 MH0573'*HEIGHT OF SIGNAL ABOVE STATION MARK - 41 METERS.
 MH0573
 MH0573                          STATION RECOVERY (1963)
 MH0573
 MH0573'RECOVERY NOTE BY IOWA CONSERVATION COMMISSION 1963 (REF)
 MH0573'SURFACE AND SUB-SURFACE MARK AND REFERENCES HAVE BEEN REMOVED
 MH0573'FROM THE GROUND, PROBABLY BY ROAD CONSTRUCTION AND ARE NOW
 MH0573'LAYING IN ROAD DITCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9294 ***********************************************************************
 AE9294  FBN         -  This is a Federal Base Network Control Station.
 AE9294  DESIGNATION -  OMA 1
 AE9294  PID         -  AE9294
 AE9294  STATE/COUNTY-  IA/HARRISON
 AE9294  USGS QUAD   -  PISGAH (1971)
 AE9294
 AE9294                         *CURRENT SURVEY CONTROL
 AE9294  ___________________________________________________________________
 AE9294* NAD 83(1996)-  41 46 40.93322(N)    095 54 41.72546(W)     ADJUSTED  
 AE9294* NAVD 88     -       420.220  (meters)    1378.67   (feet)  ADJUSTED  
 AE9294  ___________________________________________________________________
 AE9294  X           -    -490,636.720 (meters)                     COMP
 AE9294  Y           -  -4,738,418.565 (meters)                     COMP
 AE9294  Z           -   4,227,511.742 (meters)                     COMP
 AE9294  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 AE9294  ELLIP HEIGHT-         391.85  (meters)          (07/28/03) GPS OBS
 AE9294  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AE9294  DYNAMIC HT  -         420.040 (meters)    1378.08  (feet)  COMP
 AE9294  MODELED GRAV-     980,181.4   (mgal)                       NAVD 88
 AE9294
 AE9294  HORZ ORDER  -  A
 AE9294  VERT ORDER  -  FIRST     CLASS II
 AE9294  ELLP ORDER  -  FOURTH    CLASS I
 AE9294
 AE9294.This is a reference station for the OMAHA 1
 AE9294.National Continuously Operating Reference Station (OMH1).
 AE9294
 AE9294.The horizontal coordinates were established by GPS observations
 AE9294.and adjusted by the National Geodetic Survey in July 2003..
 AE9294
 AE9294.The orthometric height was determined by differential leveling
 AE9294.and adjusted by the National Geodetic Survey in July 2002..
 AE9294
 AE9294.Photographs are available for this station.
 AE9294
 AE9294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9294
 AE9294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9294
 AE9294.The ellipsoidal height was determined by GPS observations
 AE9294.and is referenced to NAD 83.
 AE9294
 AE9294.The geoid height was determined by GEOID03.
 AE9294
 AE9294.The dynamic height is computed by dividing the NAVD 88
 AE9294.geopotential number by the normal gravity value computed on the
 AE9294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9294.degrees latitude (g = 980.6199 gals.).
 AE9294
 AE9294.The modeled gravity was interpolated from observed gravity values.
 AE9294
 AE9294;                    North         East     Units Scale Factor Converg.
 AE9294;SPC IA S     -   200,233.904   299,530.924   MT  0.99999906   -1 35 18.7
 AE9294;UTM  15      - 4,629,230.569   258,020.979   MT  1.00032060   -1 56 26.8
 AE9294
 AE9294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9294!SPC IA S     -   0.99993854  x   0.99999906  =   0.99993760
 AE9294!UTM  15      -   0.99993854  x   1.00032060  =   1.00025912
 AE9294
 AE9294                          SUPERSEDED SURVEY CONTROL
 AE9294
 AE9294  NAVD 88 (07/28/03)  420.22   (m)         1378.7    (f) LEVELING    3  
 AE9294
 AE9294.Superseded values are not recommended for survey control.
 AE9294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9294.See file dsdata.txt to determine how the superseded data were derived.
 AE9294
 AE9294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5802129231(NAD 83)
 AE9294_MARKER: I = METAL ROD
 AE9294_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9294_STAMPING: OMA 1 1997
 AE9294_MARK LOGO: NGS   
 AE9294_PROJECTION: FLUSH
 AE9294_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9294+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 AE9294_ROD/PIPE-DEPTH: 19.5 meters
 AE9294_SLEEVE-DEPTH  : 0.90 meters
 AE9294
 AE9294  HISTORY     - Date     Condition        Report By
 AE9294  HISTORY     - 1997     MONUMENTED       NGS
 AE9294  HISTORY     - 19971120 GOOD             NGS
 AE9294  HISTORY     - 20030205 GOOD             NGS
 AE9294
 AE9294                          STATION DESCRIPTION
 AE9294
 AE9294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9294'5.2 KM (3.25 MI) EASTERLY ALONG MULBERRY STREET AND THEN 138TH TRAIL
 AE9294'FROM THE POST OFFICE IN LITTLE SIOUX, THENCE 3.2 KM (2.00 MI) EASTERLY
 AE9294'ALONG GENEVA PLACE, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG HILLSIDE
 AE9294'AVENUE, THENCE 2.7 KM (1.65 MI) EASTERLY ALONG 154TH TRAIL, THENCE 0.3
 AE9294'KM (0.20 MI) SOUTHERLY ALONG JUNEAU AVENUE, THENCE 0.1 KM (0.05 MI)
 AE9294'SOUTHERLY ALONG A ROAD LEADING TO A MICROWAVE TOWER, 34.9 M (114.5 FT)
 AE9294'SOUTHWEST OF THE SOUTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING THE
 AE9294'TOWER, 33.0 M (108.3 FT) SOUTH OF THE EXTENDED ROAD CENTER, 1.0 M (3.3
 AE9294'FT) SOUTH OF A WITNESS POST AND THE SOUTHWEST TOWER GUY CABLE ANCHOR,
 AE9294'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE
 AE9294'DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES NOT
 AE9294'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE9294
 AE9294                          STATION RECOVERY (2003)
 AE9294
 AE9294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 AE9294'RECOVERED AS DESCRIBED.
 AE9294'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9293 ***********************************************************************
 AE9293  CBN         -  This is a Cooperative Base Network Control Station.
 AE9293  DESIGNATION -  OMA 2
 AE9293  PID         -  AE9293
 AE9293  STATE/COUNTY-  IA/HARRISON
 AE9293  USGS QUAD   -  PISGAH (1971)
 AE9293
 AE9293                         *CURRENT SURVEY CONTROL
 AE9293  ___________________________________________________________________
 AE9293* NAD 83(1996)-  41 46 43.56495(N)    095 54 38.52294(W)     ADJUSTED  
 AE9293* NAVD 88     -       419.534  (meters)    1376.42   (feet)  ADJUSTED  
 AE9293  ___________________________________________________________________
 AE9293  X           -    -490,557.526 (meters)                     COMP
 AE9293  Y           -  -4,738,371.858 (meters)                     COMP
 AE9293  Z           -   4,227,571.836 (meters)                     COMP
 AE9293  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 AE9293  ELLIP HEIGHT-         391.16  (meters)          (07/28/03) GPS OBS
 AE9293  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AE9293  DYNAMIC HT  -         419.354 (meters)    1375.83  (feet)  COMP
 AE9293  MODELED GRAV-     980,181.2   (mgal)                       NAVD 88
 AE9293
 AE9293  HORZ ORDER  -  A
 AE9293  VERT ORDER  -  FIRST     CLASS II
 AE9293  ELLP ORDER  -  FOURTH    CLASS I
 AE9293
 AE9293.This is a reference station for the OMAHA 1
 AE9293.National Continuously Operating Reference Station (OMH1).
 AE9293
 AE9293.The horizontal coordinates were established by GPS observations
 AE9293.and adjusted by the National Geodetic Survey in July 2003..
 AE9293
 AE9293.The orthometric height was determined by differential leveling
 AE9293.and adjusted by the National Geodetic Survey in July 2002..
 AE9293
 AE9293.Photographs are available for this station.
 AE9293
 AE9293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9293
 AE9293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9293
 AE9293.The ellipsoidal height was determined by GPS observations
 AE9293.and is referenced to NAD 83.
 AE9293
 AE9293.The geoid height was determined by GEOID03.
 AE9293
 AE9293.The dynamic height is computed by dividing the NAVD 88
 AE9293.geopotential number by the normal gravity value computed on the
 AE9293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9293.degrees latitude (g = 980.6199 gals.).
 AE9293
 AE9293.The modeled gravity was interpolated from observed gravity values.
 AE9293
 AE9293;                    North         East     Units Scale Factor Converg.
 AE9293;SPC IA S     -   200,313.018   299,607.104   MT  0.99999919   -1 35 16.6
 AE9293;UTM  15      - 4,629,309.239   258,097.669   MT  1.00032014   -1 56 24.8
 AE9293
 AE9293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9293!SPC IA S     -   0.99993865  x   0.99999919  =   0.99993784
 AE9293!UTM  15      -   0.99993865  x   1.00032014  =   1.00025877
 AE9293
 AE9293                          SUPERSEDED SURVEY CONTROL
 AE9293
 AE9293  NAVD 88 (07/28/03)  419.53   (m)         1376.4    (f) LEVELING    3  
 AE9293
 AE9293.Superseded values are not recommended for survey control.
 AE9293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9293.See file dsdata.txt to determine how the superseded data were derived.
 AE9293
 AE9293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5809829309(NAD 83)
 AE9293_MARKER: I = METAL ROD
 AE9293_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9293_STAMPING: OMA 2 1997
 AE9293_MARK LOGO: NGS   
 AE9293_PROJECTION: FLUSH
 AE9293_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9293+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 AE9293_ROD/PIPE-DEPTH: 20.7 meters
 AE9293_SLEEVE-DEPTH  : 0.90 meters
 AE9293
 AE9293  HISTORY     - Date     Condition        Report By
 AE9293  HISTORY     - 1997     MONUMENTED       NGS
 AE9293  HISTORY     - 19971120 GOOD             NGS
 AE9293  HISTORY     - 20030205 GOOD             NGS
 AE9293
 AE9293                          STATION DESCRIPTION
 AE9293
 AE9293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9293'5.2 KM (3.25 MI) EASTERLY ALONG MULBERRY STREET AND THEN 138TH TRAIL
 AE9293'FROM THE POST OFFICE IN LITTLE SIOUX, THENCE 3.2 KM (2.00 MI) EASTERLY
 AE9293'ALONG GENEVA PLACE, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG HILLSIDE
 AE9293'AVENUE, THENCE 2.7 KM (1.65 MI) EASTERLY ALONG 154TH TRAIL, THENCE 0.3
 AE9293'KM (0.20 MI) SOUTHERLY ALONG JUNEAU AVENUE, 47.6 M (156.2 FT) NORTH OF
 AE9293'THE CENTER OF A ROAD LEADING TO A MICROWAVE TOWER, 10.2 M (33.5 FT)
 AE9293'WEST OF THE AVENUE CENTER, 2.7 M (8.9 FT) SOUTH OF A WITNESS POST, 1.5
 AE9293'M (4.9 FT) ABOVE THE LEVEL OF THE AVENUE, AND 0.4 M (1.3 FT) EAST OF A
 AE9293'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE9293'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AE9293'CLASS A MARK.
 AE9293
 AE9293                          STATION RECOVERY (2003)
 AE9293
 AE9293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 AE9293'RECOVERED AS DESCRIBED.
 AE9293'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5054 ***********************************************************************
 AH5054  HT_MOD      -  This is a Height Modernization Survey Station.
 AH5054  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH5054  DESIGNATION -  OMAHA 1 CORS ARP
 AH5054  CORS_ID     -  OMH1
 AH5054  PID         -  AH5054
 AH5054  STATE/COUNTY-  IA/HARRISON
 AH5054  USGS QUAD   -  PISGAH (1971)
 AH5054
 AH5054                         *CURRENT SURVEY CONTROL
 AH5054  ___________________________________________________________________
 AH5054* NAD 83(CORS)-  41 46 41.76505(N)    095 54 40.67112(W)     ADJUSTED  
 AH5054* NAVD 88     -       427.10   (meters)    1401.2    (feet)  GPS OBS   
 AH5054  ___________________________________________________________________
 AH5054  EPOCH DATE  -        2002.00
 AH5054  X           -    -490,611.270 (meters)                     COMP
 AH5054  Y           -  -4,738,409.205 (meters)                     COMP
 AH5054  Z           -   4,227,535.499 (meters)                     COMP
 AH5054  ELLIP HEIGHT-         398.78  (meters)          (03/??/02) GPS OBS
 AH5054  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AH5054
 AH5054  HORZ ORDER  -  SPECIAL (CORS)
 AH5054  ELLP ORDER  -  SPECIAL (CORS)
 AH5054
 AH5054.ITRF positions are available for this station.
 AH5054.The coordinates were established by GPS observations
 AH5054.and adjusted by the National Geodetic Survey in March 2002..
 AH5054.The coordinates are valid at the epoch date displayed above.
 AH5054.The epoch date for horizontal control is a decimal equivalence
 AH5054.of Year/Month/Day.
 AH5054
 AH5054.The orthometric height was determined by GPS observations and a
 AH5054.high-resolution geoid model using precise GPS observation and
 AH5054.processing techniques.
 AH5054
 AH5054.The PID for the CORS L1 Phase Center is AJ7947.
 AH5054
 AH5054.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH5054
 AH5054.The ellipsoidal height was determined by GPS observations
 AH5054.and is referenced to NAD 83.
 AH5054
 AH5054.The geoid height was determined by GEOID03.
 AH5054
 AH5054;                    North         East     Units Scale Factor Converg.
 AH5054;SPC IA S     -   200,258.883   299,555.975   MT  0.99999910   -1 35 18.0
 AH5054
 AH5054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5054!SPC IA S     -   0.99993746  x   0.99999910  =   0.99993656
 AH5054
 AH5054                          SUPERSEDED SURVEY CONTROL
 AH5054
 AH5054  NAD 83(CORS)-  41 46 41.76512(N)    095 54 40.67146(W) AD(1997.00) c
 AH5054  ELLIP H (11/??/98)  398.76   (m)                       GP(1997.00) c c
 AH5054
 AH5054.Superseded values are not recommended for survey control.
 AH5054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5054.See file dsdata.txt to determine how the superseded data were derived.
 AH5054
 AH5054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5804629255(NAD 83)
 AH5054_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH5054
 AH5054                          STATION DESCRIPTION
 AH5054
 AH5054'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AH5054'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH5054'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH5054'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH5054'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH5054'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7947 ***********************************************************************
 AJ7947  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7947  DESIGNATION -  OMAHA 1 CORS L1 PHASE CENTER
 AJ7947  CORS_ID     -  OMH1
 AJ7947  PID         -  AJ7947
 AJ7947  STATE/COUNTY-  IA/HARRISON
 AJ7947  USGS QUAD   -  PISGAH (1971)
 AJ7947
 AJ7947                         *CURRENT SURVEY CONTROL
 AJ7947  ___________________________________________________________________
 AJ7947* NAD 83(CORS)-  41 46 41.76501(N)    095 54 40.67116(W)     ADJUSTED  
 AJ7947* NAVD 88     -                                                        
 AJ7947  ___________________________________________________________________
 AJ7947  EPOCH DATE  -        2002.00
 AJ7947  X           -    -490,611.278 (meters)                     COMP
 AJ7947  Y           -  -4,738,409.265 (meters)                     COMP
 AJ7947  Z           -   4,227,535.551 (meters)                     COMP
 AJ7947  ELLIP HEIGHT-         398.86  (meters)          (03/??/02) GPS OBS
 AJ7947  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AJ7947
 AJ7947  HORZ ORDER  -  SPECIAL (CORS)
 AJ7947  ELLP ORDER  -  SPECIAL (CORS)
 AJ7947
 AJ7947.ITRF positions are available for this station.
 AJ7947.The coordinates were established by GPS observations
 AJ7947.and adjusted by the National Geodetic Survey in March 2002..
 AJ7947.The coordinates are valid at the epoch date displayed above.
 AJ7947.The epoch date for horizontal control is a decimal equivalence
 AJ7947.of Year/Month/Day.
 AJ7947
 AJ7947
 AJ7947.The PID for the CORS ARP is AH5054.
 AJ7947
 AJ7947.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7947
 AJ7947.The ellipsoidal height was determined by GPS observations
 AJ7947.and is referenced to NAD 83.
 AJ7947
 AJ7947.The geoid height was determined by GEOID03.
 AJ7947
 AJ7947;                    North         East     Units Scale Factor Converg.
 AJ7947;SPC IA S     -   200,258.882   299,555.974   MT  0.99999910   -1 35 18.0
 AJ7947
 AJ7947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7947!SPC IA S     -   0.99993744  x   0.99999910  =   0.99993654
 AJ7947
 AJ7947                          SUPERSEDED SURVEY CONTROL
 AJ7947
 AJ7947  NAD 83(CORS)-  41 46 41.76508(N)    095 54 40.67149(W) AD(1997.00) c
 AJ7947  ELLIP H (11/??/98)  398.85   (m)                       GP(1997.00) c c
 AJ7947
 AJ7947.Superseded values are not recommended for survey control.
 AJ7947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7947.See file dsdata.txt to determine how the superseded data were derived.
 AJ7947
 AJ7947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5804629255(NAD 83)
 AJ7947_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7947
 AJ7947                          STATION DESCRIPTION
 AJ7947
 AJ7947'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7947'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7947'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7947'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7947'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7947'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5056 ***********************************************************************
 AH5056  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH5056  DESIGNATION -  OMAHA 2 CORS ARP
 AH5056  CORS_ID     -  OMH2
 AH5056  PID         -  AH5056
 AH5056  STATE/COUNTY-  IA/HARRISON
 AH5056  USGS QUAD   -  PISGAH (1971)
 AH5056
 AH5056                         *CURRENT SURVEY CONTROL
 AH5056  ___________________________________________________________________
 AH5056* NAD 83(CORS)-  41 46 42.57627(N)    095 54 41.34145(W)     ADJUSTED  
 AH5056* NAVD 88     -                                                        
 AH5056  ___________________________________________________________________
 AH5056  EPOCH DATE  -        2002.00
 AH5056  X           -    -490,624.907 (meters)                     COMP
 AH5056  Y           -  -4,738,390.585 (meters)                     COMP
 AH5056  Z           -   4,227,553.771 (meters)                     COMP
 AH5056  ELLIP HEIGHT-         398.19  (meters)          (03/??/02) GPS OBS
 AH5056  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AH5056
 AH5056  HORZ ORDER  -  SPECIAL (CORS)
 AH5056  ELLP ORDER  -  SPECIAL (CORS)
 AH5056
 AH5056.ITRF positions are available for this station.
 AH5056.The coordinates were established by GPS observations
 AH5056.and adjusted by the National Geodetic Survey in March 2002..
 AH5056.The coordinates are valid at the epoch date displayed above.
 AH5056.The epoch date for horizontal control is a decimal equivalence
 AH5056.of Year/Month/Day.
 AH5056
 AH5056
 AH5056.The PID for the CORS L1 Phase Center is AJ4555.
 AH5056
 AH5056.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH5056
 AH5056.The ellipsoidal height was determined by GPS observations
 AH5056.and is referenced to NAD 83.
 AH5056
 AH5056.The geoid height was determined by GEOID03.
 AH5056
 AH5056;                    North         East     Units Scale Factor Converg.
 AH5056;SPC IA S     -   200,284.331   299,541.194   MT  0.99999914   -1 35 18.4
 AH5056
 AH5056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5056!SPC IA S     -   0.99993755  x   0.99999914  =   0.99993669
 AH5056
 AH5056                          SUPERSEDED SURVEY CONTROL
 AH5056
 AH5056  NAD 83(CORS)-  41 46 42.57614(N)    095 54 41.34183(W) AD(1997.00) c
 AH5056  ELLIP H (08/??/01)  398.19   (m)                       GP(1997.00) c c
 AH5056  NAD 83(CORS)-  41 46 42.57620(N)    095 54 41.34156(W) AD(1997.00) c
 AH5056  ELLIP H (11/??/98)  398.18   (m)                       GP(1997.00) c c
 AH5056
 AH5056.Superseded values are not recommended for survey control.
 AH5056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5056.See file dsdata.txt to determine how the superseded data were derived.
 AH5056
 AH5056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5803229281(NAD 83)
 AH5056_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH5056
 AH5056                          STATION DESCRIPTION
 AH5056
 AH5056'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AH5056'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH5056'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH5056'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH5056'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH5056'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ4555 ***********************************************************************
 AJ4555  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ4555  DESIGNATION -  OMAHA 2 CORS L1 PHASE CENTER
 AJ4555  CORS_ID     -  OMH2
 AJ4555  PID         -  AJ4555
 AJ4555  STATE/COUNTY-  IA/HARRISON
 AJ4555  USGS QUAD   -  PISGAH (1971)
 AJ4555
 AJ4555                         *CURRENT SURVEY CONTROL
 AJ4555  ___________________________________________________________________
 AJ4555* NAD 83(CORS)-  41 46 42.57623(N)    095 54 41.34148(W)     ADJUSTED  
 AJ4555* NAVD 88     -                                                        
 AJ4555  ___________________________________________________________________
 AJ4555  EPOCH DATE  -        2002.00
 AJ4555  X           -    -490,624.914 (meters)                     COMP
 AJ4555  Y           -  -4,738,390.653 (meters)                     COMP
 AJ4555  Z           -   4,227,553.830 (meters)                     COMP
 AJ4555  ELLIP HEIGHT-         398.28  (meters)          (03/??/02) GPS OBS
 AJ4555  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AJ4555
 AJ4555  HORZ ORDER  -  SPECIAL (CORS)
 AJ4555  ELLP ORDER  -  SPECIAL (CORS)
 AJ4555
 AJ4555.ITRF positions are available for this station.
 AJ4555.The coordinates were established by GPS observations
 AJ4555.and adjusted by the National Geodetic Survey in March 2002..
 AJ4555.The coordinates are valid at the epoch date displayed above.
 AJ4555.The epoch date for horizontal control is a decimal equivalence
 AJ4555.of Year/Month/Day.
 AJ4555
 AJ4555
 AJ4555.The PID for the CORS ARP is AH5056.
 AJ4555
 AJ4555.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ4555
 AJ4555.The ellipsoidal height was determined by GPS observations
 AJ4555.and is referenced to NAD 83.
 AJ4555
 AJ4555.The geoid height was determined by GEOID03.
 AJ4555
 AJ4555;                    North         East     Units Scale Factor Converg.
 AJ4555;SPC IA S     -   200,284.330   299,541.193   MT  0.99999914   -1 35 18.4
 AJ4555
 AJ4555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4555!SPC IA S     -   0.99993754  x   0.99999914  =   0.99993668
 AJ4555
 AJ4555                          SUPERSEDED SURVEY CONTROL
 AJ4555
 AJ4555  NAD 83(CORS)-  41 46 42.57610(N)    095 54 41.34186(W) AD(1997.00) c
 AJ4555  ELLIP H (08/??/01)  398.28   (m)                       GP(1997.00) c c
 AJ4555  NAD 83(CORS)-  41 46 42.57616(N)    095 54 41.34159(W) AD(1997.00) c
 AJ4555  ELLIP H (11/??/98)  398.27   (m)                       GP(1997.00) c c
 AJ4555
 AJ4555.Superseded values are not recommended for survey control.
 AJ4555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4555.See file dsdata.txt to determine how the superseded data were derived.
 AJ4555
 AJ4555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5803229281(NAD 83)
 AJ4555_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ4555
 AJ4555                          STATION DESCRIPTION
 AJ4555
 AJ4555'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ4555'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ4555'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ4555'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ4555'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ4555'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0470 ***********************************************************************
 MH0470  DESIGNATION -  OMAHA AWY BCN WSW MILLERSBURG
 MH0470  PID         -  MH0470
 MH0470  STATE/COUNTY-  IA/IOWA
 MH0470  USGS QUAD   -  MILLERSBURG (1968)
 MH0470
 MH0470                         *CURRENT SURVEY CONTROL
 MH0470  ___________________________________________________________________
 MH0470* NAD 83(1996)-  41 34 17.27028(N)    092 12 07.31329(W)     ADJUSTED  
 MH0470* NAVD 88     -                                                        
 MH0470  ___________________________________________________________________
 MH0470  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 MH0470  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 MH0470
 MH0470  HORZ ORDER  -  THIRD
 MH0470
 MH0470.The horizontal coordinates were established by classical geodetic methods
 MH0470.and adjusted by the National Geodetic Survey in May 1999..
 MH0470
 MH0470
 MH0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0470
 MH0470.The geoid height was determined by GEOID03.
 MH0470
 MH0470;                    North         East     Units Scale Factor Converg.
 MH0470;SPC IA S     -   175,319.349   608,248.826   MT  0.99996925   +0 51 17.9
 MH0470;UTM  15      - 4,602,505.557   566,527.656   MT  0.99965446   +0 31 46.3
 MH0470
 MH0470                          SUPERSEDED SURVEY CONTROL
 MH0470
 MH0470  NAD 83(1986)-  41 34 17.27515(N)    092 12 07.32362(W) AD(       ) 4
 MH0470  NAD 27      -  41 34 17.25100(N)    092 12 06.67300(W) AD(       ) 3
 MH0470
 MH0470.Superseded values are not recommended for survey control.
 MH0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0470.See file dsdata.txt to determine how the superseded data were derived.
 MH0470
 MH0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG6652802506(NAD 83)
 MH0470_MARKER: 22 = AIRWAY BEACON
 MH0470
 MH0470  HISTORY     - Date     Condition        Report By
 MH0470  HISTORY     - 1934     FIRST OBSERVED   CGS
 MH0470
 MH0470                          STATION DESCRIPTION
 MH0470
 MH0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0470'STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT ON A SKELETON
 MH0470'STEEL TOWER ABOUT 65 FEET HIGH.  THE LIGHT IS AN AIRWAY BEACON
 MH0470'ON THE OMAHA-CHICAGO AIRWAY.  IT IS ABOUT 2-1/2 MILES WSW OF
 MH0470'MILLERSBURG.
 MH0470'
 MH0470'THE STATION WAS NOT VISITED FOR A COMPLETE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1247 ***********************************************************************
 MJ1247  DESIGNATION -  OMAHA DES MOINES GRN 3 AWY BCN
 MJ1247  PID         -  MJ1247
 MJ1247  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1247  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1247
 MJ1247                         *CURRENT SURVEY CONTROL
 MJ1247  ___________________________________________________________________
 MJ1247* NAD 83(1996)-  41 18 11.30546(N)    095 51 23.21620(W)     ADJUSTED  
 MJ1247* NAVD 88     -                                                        
 MJ1247  ___________________________________________________________________
 MJ1247  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 MJ1247  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 MJ1247
 MJ1247  HORZ ORDER  -  THIRD
 MJ1247
 MJ1247.The horizontal coordinates were established by classical geodetic methods
 MJ1247.and adjusted by the National Geodetic Survey in May 1999..
 MJ1247
 MJ1247
 MJ1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1247
 MJ1247.The geoid height was determined by GEOID03.
 MJ1247
 MJ1247;                    North         East     Units Scale Factor Converg.
 MJ1247;SPC IA S     -   147,385.180   302,684.885   MT  0.99994996   -1 33 07.9
 MJ1247;SPC NE       -   171,496.971   846,767.206   MT  0.99966482   +2 44 45.3
 MJ1247;UTM  15      - 4,576,345.747   260,859.371   MT  1.00030387   -1 53 10.6
 MJ1247
 MJ1247                          SUPERSEDED SURVEY CONTROL
 MJ1247
 MJ1247  NAD 83(1996)-  41 18 11.30545(N)    095 51 23.21609(W) AD(       ) 4
 MJ1247  NAD 83(1986)-  41 18 11.31441(N)    095 51 23.21714(W) AD(       ) 4
 MJ1247  NAD 27      -  41 18 11.32400(N)    095 51 22.17500(W) AD(       ) 3
 MJ1247
 MJ1247.Superseded values are not recommended for survey control.
 MJ1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1247.See file dsdata.txt to determine how the superseded data were derived.
 MJ1247
 MJ1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6085976346(NAD 83)
 MJ1247_MARKER: 22 = AIRWAY BEACON
 MJ1247
 MJ1247  HISTORY     - Date     Condition        Report By
 MJ1247  HISTORY     - 1947     FIRST OBSERVED   CGS
 MJ1247  HISTORY     - 1962     GOOD             CGS
 MJ1247  HISTORY     - 1970     GOOD             NGS
 MJ1247
 MJ1247                          STATION DESCRIPTION
 MJ1247
 MJ1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1247'STATION IS LOCATED DIRECTLY EAST FROM OMAHA MUNICIPAL AIRPORT
 MJ1247'ACROSS THE MISSOURI RIVER ON THE IOWA SIDE OF THE RIVER, ON
 MJ1247'A HIGH BLUFF.  THE BEACON WAS REPORTED AS ABOUT FIFTY FEET
 MJ1247'HIGH AND OF STANDARD CONSTRUCTION BUT THE DIFFICULTY INVOLVED
 MJ1247'IN REACHING THE STATION OVER THE BAD ROADS AT THIS TIME
 MJ1247'FORESTALLED ANY FURTHUR DESCRIPTION OR TO-REACH.
 MJ1247
 MJ1247                          STATION RECOVERY (1962)
 MJ1247
 MJ1247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 MJ1247'THE STATION WAS REPORTED TO BE IN GOOD CONDITION.  THE STATION
 MJ1247'WAS NOT VISITED BUT ITS LOCATION AND POSITION WAS VERIFIED BY
 MJ1247'THE FEDERAL AVIATION AGENCY PERSONNEL AT EPPLEY FIELD IN OMAHA.
 MJ1247
 MJ1247                          STATION RECOVERY (1970)
 MJ1247
 MJ1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 MJ1247'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MJ1247'THE STATION WAS NOT VISITED BUT ITS LOCATION AND POSITION WAS
 MJ1247'CHECKED BY ANGLES FROM THE EPPLEY AIRFIELD.  THE LOCATION
 MJ1247'WAS ALSO VERIFIED BY FAA PERSONNEL AT EPPLEY AIRFIELD.  THE
 MJ1247'POSITIONS OF THIS STATION IS FOUND IN QUAD, 410953, STATION 1090.
 MJ1247'
 MJ1247'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.4 MILES
 MJ1247'NORTH OF COUNCIL BLUFFS, IOWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1663 ***********************************************************************
 NM1663  DESIGNATION -  OMAHA SIOUX FALLS AMB 4 BN 5
 NM1663  PID         -  NM1663
 NM1663  STATE/COUNTY-  IA/MONONA
 NM1663  USGS QUAD   -  ONAWA SW (1969)
 NM1663
 NM1663                         *CURRENT SURVEY CONTROL
 NM1663  ___________________________________________________________________
 NM1663* NAD 83(1996)-  42 02 00.92042(N)    096 12 15.27516(W)     ADJUSTED  
 NM1663* NAVD 88     -                                                        
 NM1663  ___________________________________________________________________
 NM1663  LAPLACE CORR-          -8.22  (seconds)                    DEFLEC99
 NM1663  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 NM1663
 NM1663  HORZ ORDER  -  THIRD
 NM1663
 NM1663.The horizontal coordinates were established by classical geodetic methods
 NM1663.and adjusted by the National Geodetic Survey in May 1999..
 NM1663
 NM1663
 NM1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1663
 NM1663.The geoid height was determined by GEOID03.
 NM1663
 NM1663;                    North         East     Units Scale Factor Converg.
 NM1663;SPC IA N     - 1,062,850.586 1,276,106.070   MT  1.00000617   -1 49 58.0
 NM1663;UTM  14      - 4,657,287.698   731,425.782   MT  1.00025907   +1 52 22.0
 NM1663
 NM1663                          SUPERSEDED SURVEY CONTROL
 NM1663
 NM1663  NAD 83(1996)-  42 02 00.92035(N)    096 12 15.27516(W) AD(       ) 4
 NM1663  NAD 83(1996)-  42 02 00.92038(N)    096 12 15.27536(W) AD(       ) 4
 NM1663  NAD 83(1986)-  42 02 00.92213(N)    096 12 15.27199(W) AD(       ) 4
 NM1663  NAD 27      -  42 02 00.96900(N)    096 12 14.20200(W) AD(       ) 3
 NM1663
 NM1663.Superseded values are not recommended for survey control.
 NM1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1663.See file dsdata.txt to determine how the superseded data were derived.
 NM1663
 NM1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3142657288(NAD 83)
 NM1663_MARKER: 22 = AIRWAY BEACON
 NM1663
 NM1663  HISTORY     - Date     Condition        Report By
 NM1663  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1663
 NM1663                          STATION DESCRIPTION
 NM1663
 NM1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1663'THE STATION IS LOCATED ABOUT 4.0 MILES WEST OF ONAWA, IT IS A 4
 NM1663'LEGGED STEEL STRUCTURE, PAINTED RED AND WHITE AND APPROXIMATELY
 NM1663'60 FEET HIGH.  THERE IS 2 FLASHING LIGHTS (WHITE) ON THE SMALL
 NM1663'PLATFORM BENEATH THE REVOLVING LIGHT.
 NM1663'
 NM1663'THE POINT INTERSECTED WAS THE REVOLVING LIGHT.
 NM1663'
 NM1663'TO REACH FROM THE POST OFFICE IN ONAWA, GO WEST ON HIGHWAY
 NM1663'165 FOR 3.75 MILES TO FORKS WHERE HIGHWAY 165 TURNS RIGHT,
 NM1663'KEEP STRAIGHT AHEAD 1.3 MILE TO T ROAD RIGHT, TURN RIGHT (NORTH)
 NM1663'FOR 0.6 MILE TO A T ROAD LEFT, TURN LEFT (WEST) AND GO 1.0
 NM1663'MILE TO THE BEACON ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1646 ***********************************************************************
 NM1646  DESIGNATION -  OMAHA/BISMARCK AWY BCN 9
 NM1646  PID         -  NM1646
 NM1646  STATE/COUNTY-  IA/PLYMOUTH
 NM1646  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM1646
 NM1646                         *CURRENT SURVEY CONTROL
 NM1646  ___________________________________________________________________
 NM1646* NAD 83(1996)-  42 36 20.57106(N)    096 25 42.88479(W)     ADJUSTED  
 NM1646* NAVD 88     -                                                        
 NM1646  ___________________________________________________________________
 NM1646  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 NM1646  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 NM1646
 NM1646  HORZ ORDER  -  THIRD
 NM1646
 NM1646.The horizontal coordinates were established by classical geodetic methods
 NM1646.and adjusted by the National Geodetic Survey in May 1999..
 NM1646
 NM1646
 NM1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1646
 NM1646.The geoid height was determined by GEOID03.
 NM1646
 NM1646;                    North         East     Units Scale Factor Converg.
 NM1646;SPC IA N     - 1,126,980.559 1,259,740.660   MT  0.99994595   -1 59 05.4
 NM1646;SPC SD S     -    37,791.274   920,327.434   MT  1.00006165   +2 41 37.3
 NM1646;SPC SD S     -   123,986.87  3,019,440.92   sFT  1.00006165   +2 41 37.3
 NM1646;SPC NE       -   313,875.368   792,942.959   MT  0.99984317   +2 22 00.4
 NM1646;UTM  14      - 4,720,236.888   710,933.468   MT  1.00014744   +1 44 28.9
 NM1646
 NM1646                          SUPERSEDED SURVEY CONTROL
 NM1646
 NM1646  NAD 83(1996)-  42 36 20.57107(N)    096 25 42.88480(W) AD(       ) 4
 NM1646  NAD 83(1996)-  42 36 20.57102(N)    096 25 42.88478(W) AD(       ) 4
 NM1646  NAD 83(1996)-  42 36 20.57069(N)    096 25 42.88565(W) AD(       ) 4
 NM1646  NAD 83(1986)-  42 36 20.57373(N)    096 25 42.88309(W) AD(       ) 4
 NM1646  NAD 27      -  42 36 20.60000(N)    096 25 41.77500(W) AD(       ) 3
 NM1646
 NM1646.Superseded values are not recommended for survey control.
 NM1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1646.See file dsdata.txt to determine how the superseded data were derived.
 NM1646
 NM1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1093320237(NAD 83)
 NM1646_MARKER: 22 = AIRWAY BEACON
 NM1646
 NM1646  HISTORY     - Date     Condition        Report By
 NM1646  HISTORY     - 1940     FIRST OBSERVED   CGS
 NM1646  HISTORY     - 1948     GOOD             CGS
 NM1646  HISTORY     - 1962     SEE DESCRIPTION  IACC
 NM1646
 NM1646                          STATION DESCRIPTION
 NM1646
 NM1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1646'AIRWAY BEACON, 11-A, AKRON, IOWA, IS 8 MILES NORTH BY WEST
 NM1646'OF SIOUX CITY, 5-1/2 MILES NORTH-NORTHWEST OF LEEDS, IOWA, ON
 NM1646'HIGH GROUND NEAR A RURAL SCHOOL AT A CROSSROADS.
 NM1646'
 NM1646'BEACON TOWER IS OF ALL STEEL CONSTRUCTION, PAINTED WHITE AND
 NM1646'ORANGE, ABOUT 60 FEET HIGH WITH BEACON CENTERED AT TOP AND
 NM1646'SMALLER RED LIGHTS ON NORTH AND SOUTH SIDES OF CROWS NEST.
 NM1646
 NM1646                          STATION RECOVERY (1948)
 NM1646
 NM1646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1646'THE STATION IS LOCATED ABOUT 1 MILE WEST AND 7 MILES NORTH OF THE
 NM1646'CENTER OF SIOUX CITY, NEAR THE SOUTHWEST CORNER OF PLYMOUTH
 NM1646'COUNTY.  IT IS ABOUT 100 FEET NORTH OF THE CENTERLINE OF A
 NM1646'DIRT ROAD, AND ABOUT 20 FEET NORTH OF A FENCE LINE.  IT IS
 NM1646'A 4 LEGGED STEEL STRUCTURE, 15 FEET SQUARE AT THE BASE AND ABOUT
 NM1646'50 FEET HIGH.
 NM1646'
 NM1646'THE POINT INTERSECTED WAS THE CENTER OF THE LIGHT.
 NM1646'
 NM1646'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NM1646'AND 77 AND STATE HIGHWAYS 12 AND 29, AT THE SOUTHWEST EDGE OF
 NM1646'SIOUX CITY, GO NORTH ON STATE HIGHWAY 29 FOR 5.85 MILES TO
 NM1646'A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW THE MAIN ROAD WEST FOR
 NM1646'3.5 MILES TO THE BEACON ON THE RIGHT.
 NM1646
 NM1646                          STATION RECOVERY (1962)
 NM1646
 NM1646'RECOVERY NOTE BY IOWA CONSERVATION COMMISSION 1962 (REF)
 NM1646'STATION HAS BEEN REMOVED AND LOCATION IS IN A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1666 ***********************************************************************
 NM1666  DESIGNATION -  OMAHA/SIOUX FALLS AMB 4 AWY 6
 NM1666  PID         -  NM1666
 NM1666  STATE/COUNTY-  IA/WOODBURY
 NM1666  USGS QUAD   -  ALBATON (1969)
 NM1666
 NM1666                         *CURRENT SURVEY CONTROL
 NM1666  ___________________________________________________________________
 NM1666* NAD 83(1996)-  42 14 35.89193(N)    096 17 57.78963(W)     ADJUSTED  
 NM1666* NAVD 88     -                                                        
 NM1666  ___________________________________________________________________
 NM1666  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 NM1666  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 NM1666
 NM1666  HORZ ORDER  -  THIRD
 NM1666
 NM1666.The horizontal coordinates were established by classical geodetic methods
 NM1666.and adjusted by the National Geodetic Survey in May 1999..
 NM1666
 NM1666
 NM1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1666
 NM1666.The geoid height was determined by GEOID03.
 NM1666
 NM1666;                    North         East     Units Scale Factor Converg.
 NM1666;SPC IA N     - 1,086,388.174 1,269,002.885   MT  0.99997263   -1 53 50.2
 NM1666;UTM  14      - 4,680,322.071   722,812.480   MT  1.00021089   +1 48 58.7
 NM1666
 NM1666                          SUPERSEDED SURVEY CONTROL
 NM1666
 NM1666  NAD 83(1996)-  42 14 35.89196(N)    096 17 57.78963(W) AD(       ) 4
 NM1666  NAD 83(1996)-  42 14 35.89198(N)    096 17 57.79162(W) AD(       ) 4
 NM1666  NAD 83(1986)-  42 14 35.89329(N)    096 17 57.78578(W) AD(       ) 4
 NM1666  NAD 27      -  42 14 35.92600(N)    096 17 56.68400(W) AD(       ) 3
 NM1666
 NM1666.Superseded values are not recommended for survey control.
 NM1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1666.See file dsdata.txt to determine how the superseded data were derived.
 NM1666
 NM1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2281280322(NAD 83)
 NM1666_MARKER: 22 = AIRWAY BEACON
 NM1666
 NM1666  HISTORY     - Date     Condition        Report By
 NM1666  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1666
 NM1666                          STATION DESCRIPTION
 NM1666
 NM1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1666'THE STATION IS A 4 LEGGED STEEL STRUCTURE, PAINTED RED AND
 NM1666'WHITE, AND ABOUT 60 FEET HIGH.
 NM1666'
 NM1666'THE POINT INTERSECTED WAS THE REVOLVING LIGHT.
 NM1666'
 NM1666'TO REACH FROM THE NORTH WESTERN RAILROAD DEPOT IN SLOAN, GO NORTH
 NM1666'ON U.S. HIGHWAY 75 FOR 1.1 MILE TO A CROSSROAD, TURN LEFT (WEST)
 NM1666'AND GO 3.6 MILE TO THE BEACON ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK1834 ***********************************************************************
 MK1834  DESIGNATION -  OMAHA/SIOUX FALLS AMBER 4 BN 2
 MK1834  PID         -  MK1834
 MK1834  STATE/COUNTY-  IA/HARRISON
 MK1834  USGS QUAD   -  MODALE (1970)
 MK1834
 MK1834                         *CURRENT SURVEY CONTROL
 MK1834  ___________________________________________________________________
 MK1834* NAD 83(1996)-  41 37 07.75274(N)    096 02 09.68756(W)     ADJUSTED  
 MK1834* NAVD 88     -                                                        
 MK1834  ___________________________________________________________________
 MK1834  LAPLACE CORR-          -6.59  (seconds)                    DEFLEC99
 MK1834  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 MK1834
 MK1834  HORZ ORDER  -  THIRD
 MK1834
 MK1834.The horizontal coordinates were established by classical geodetic methods
 MK1834.and adjusted by the National Geodetic Survey in May 1999..
 MK1834
 MK1834
 MK1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1834
 MK1834.The geoid height was determined by GEOID03.
 MK1834
 MK1834;                    North         East     Units Scale Factor Converg.
 MK1834;SPC IA S     -   182,852.038   288,674.425   MT  0.99997493   -1 40 13.7
 MK1834;SPC NE       -   205,803.873   830,143.252   MT  0.99966053   +2 37 36.9
 MK1834;UTM  14      - 4,611,699.959   746,942.074   MT  1.00035049   +1 58 10.5
 MK1834;UTM  15      - 4,611,908.924   247,054.570   MT  1.00038743   -2 01 03.0
 MK1834
 MK1834                          SUPERSEDED SURVEY CONTROL
 MK1834
 MK1834  NAD 83(1996)-  41 37 07.75280(N)    096 02 09.68761(W) AD(       ) 4
 MK1834  NAD 83(1986)-  41 37 07.75753(N)    096 02 09.68892(W) AD(       ) 4
 MK1834  NAD 27      -  41 37 07.78800(N)    096 02 08.64600(W) AD(       ) 3
 MK1834
 MK1834.Superseded values are not recommended for survey control.
 MK1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1834.See file dsdata.txt to determine how the superseded data were derived.
 MK1834
 MK1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM4694211700(NAD 83)
 MK1834_MARKER: 22 = AIRWAY BEACON
 MK1834
 MK1834  HISTORY     - Date     Condition        Report By
 MK1834  HISTORY     - 1947     FIRST OBSERVED   CGS
 MK1834
 MK1834                          STATION DESCRIPTION
 MK1834
 MK1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1834'STATION IS LOCATED ABOUT 2 MILES WEST OF THE TOWN OF MODALE,
 MK1834'9 MILES SOUTHWEST OF MISSOURI VALLEY AND 4 MILES EAST OF THE
 MK1834'MISSOURI RIVER.  THE BEACON IS A 4 LEGGED STEEL CONSTRUCTED
 MK1834'TOWER ABOUT 75 FEET IN HEIGHT WITH A 12 FOOT SQUARE BASE.  THE
 MK1834'TOWER IS PAINTED IN ALTERNATEING BAND OF ORANGE AND WHITE WITH
 MK1834'ORANGE COLOR AT THE TOP AND BOTTOM.  AT THE TOP IS A RED SIGNAL
 MK1834'POINTING NORTH AND ONE POINTING SOUTH WITH A ROTATEING WHITE
 MK1834'LIGHT ABOVE.  THE LATTER WAS USED FOR THE POINT OF
 MK1834'INTERSECTION.
 MK1834'
 MK1834'STATION MAY BE REACHED FROM THE FIRST STREET INTERSECTION, JUST
 MK1834'NORTH OF THE TOWN HALL IN THE CITY OF MODALE BY GOING WEST ON
 MK1834'A GRADED DIRT ROAD FOR 1.2 MILES.  THENCE WEST AND SOUTH ON DIRT
 MK1834'ROAD FOR 0.3 MILE TO STATION SITE ON THE LEFT SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0078 ***********************************************************************
 NM0078  DESIGNATION -  ONAWA
 NM0078  PID         -  NM0078
 NM0078  STATE/COUNTY-  IA/MONONA
 NM0078  USGS QUAD   -  ONAWA (1969)
 NM0078
 NM0078                         *CURRENT SURVEY CONTROL
 NM0078  ___________________________________________________________________
 NM0078* NAD 83(1996)-  42 02 09.64379(N)    096 05 53.77977(W)     ADJUSTED  
 NM0078* NAVD 88     -       320.132  (meters)    1050.30   (feet)  ADJUSTED  
 NM0078  ___________________________________________________________________
 NM0078  LAPLACE CORR-          -7.47  (seconds)                    DEFLEC99
 NM0078  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 NM0078  DYNAMIC HT  -         320.017 (meters)    1049.92  (feet)  COMP
 NM0078  MODELED GRAV-     980,251.5   (mgal)                       NAVD 88
 NM0078
 NM0078  HORZ ORDER  -  FIRST
 NM0078  VERT ORDER  -  FIRST     CLASS II
 NM0078
 NM0078.The horizontal coordinates were established by classical geodetic methods
 NM0078.and adjusted by the National Geodetic Survey in May 1999..
 NM0078
 NM0078.The orthometric height was determined by differential leveling
 NM0078.and adjusted by the National Geodetic Survey in June 1991..
 NM0078
 NM0078.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0078
 NM0078.The geoid height was determined by GEOID03.
 NM0078
 NM0078.The dynamic height is computed by dividing the NAVD 88
 NM0078.geopotential number by the normal gravity value computed on the
 NM0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0078.degrees latitude (g = 980.6199 gals.).
 NM0078
 NM0078.The modeled gravity was interpolated from observed gravity values.
 NM0078
 NM0078;                    North         East     Units Scale Factor Converg.
 NM0078;SPC IA N     - 1,062,844.453 1,284,885.234   MT  1.00000571   -1 45 39.5
 NM0078;SPC NE       -   251,843.376   822,872.686   MT  0.99970134   +2 35 08.4
 NM0078;UTM  14      - 4,657,849.071   740,189.431   MT  1.00030993   +1 56 38.1
 NM0078
 NM0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0078!SPC IA N     -   0.99995405  x   1.00000571  =   0.99995976
 NM0078!SPC NE       -   0.99995405  x   0.99970134  =   0.99965540
 NM0078!UTM  14      -   0.99995405  x   1.00030993  =   1.00026396
 NM0078
 NM0078|---------------------------------------------------------------------|
 NM0078| PID    Reference Object                     Distance      Geod. Az  |
 NM0078|                                                           dddmmss.s |
 NM0078| NM0081 ONAWA RM 3                            9.183 METERS 01140     |
 NM0078| NM0079 ONAWA RM 1                           38.604 METERS 10212     |
 NM0078| NM1661 ONAWA MONONA CO CTHSE STEEPLE       APPROX. 1.1 KM 1540859.9 |
 NM0078| NM1662 ONAWA MUNICIPAL TANK                APPROX. 1.0 KM 1634553.5 |
 NM0078| NM0080 ONAWA RM 2                           44.982 METERS 20505     |
 NM0078| MK1964 SAND                                APPROX.15.8 KM 2290127.3 |
 NM0078| NM0082 ONAWA AZ MK                         426.723 METERS 3375855.5 |
 NM0078|---------------------------------------------------------------------|
 NM0078
 NM0078                          SUPERSEDED SURVEY CONTROL
 NM0078
 NM0078  NAD 83(1996)-  42 02 09.64362(N)    096 05 53.78006(W) AD(       ) 1
 NM0078  NAD 83(1996)-  42 02 09.64375(N)    096 05 53.78022(W) AD(       ) 1
 NM0078  NAD 83(1986)-  42 02 09.64499(N)    096 05 53.77846(W) AD(       ) 1
 NM0078  NAD 27      -  42 02 09.68900(N)    096 05 52.71800(W) AD(       ) 1
 NM0078  NGVD 29 (??/??/92)  319.964  (m)         1049.75   (f) ADJ UNCH    1 2
 NM0078
 NM0078.Superseded values are not recommended for survey control.
 NM0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0078.See file dsdata.txt to determine how the superseded data were derived.
 NM0078
 NM0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM4018957849(NAD 83)
 NM0078_MARKER: DS = TRIANGULATION STATION DISK
 NM0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0078_SP_SET: CONCRETE POST
 NM0078_STAMPING: ONAWA 1934
 NM0078_MARK LOGO: CGS   
 NM0078_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0078+STABILITY: SURFACE MOTION
 NM0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0078+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1989
 NM0078
 NM0078  HISTORY     - Date     Condition        Report By
 NM0078  HISTORY     - 1934     MONUMENTED       CGS
 NM0078  HISTORY     - 1948     GOOD             CGS
 NM0078  HISTORY     - 1948     GOOD             NGS
 NM0078  HISTORY     - 1950     GOOD             CGS
 NM0078  HISTORY     - 1978     GOOD             NGS
 NM0078  HISTORY     - 19890906 GOOD             NGS
 NM0078
 NM0078                          STATION DESCRIPTION
 NM0078
 NM0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM0078'STATION IS IN NORTHEAST QUARTER OF SEC. 5, T. 83 N., R. 45 W.,
 NM0078'ON PROPERTY FORMERLY OCCUPIED BY THE FAIR GROUNDS AND NOW OWNED
 NM0078'BY THE TOWN.  IN THE NORTH PART ONAWA.
 NM0078'
 NM0078'TO REACH FROM TRAFFIC LIGHT ON MAIN STREET, FOLLOW U.S. HIGHWAY
 NM0078'75 NORTH 0.60 MILE TO GATE ON WEST ENTERING OLD FAIR GROUNDS.
 NM0078'MARK IS 163.2 FEET WEST OF CENTERLINE OF U.S. HIGHWAY 75
 NM0078'AND 25.0 FEET NORTH OF CENTERLINE OF DRIVEWAY INTO OLD FAIR
 NM0078'GROUNDS.  SURFACE AND UNDERGROUND MARKS ARE SET AS DESCRIBED.
 NM0078'
 NM0078'REFERENCE MARK NO. 1 IS 126.65 FEET EAST OF STATION,
 NM0078'36.6 FEET WEST OF CENTERLINE OF HIGHWAY 75, 13.0 FEET NORTH
 NM0078'OF CENTERLINE OF DRIVEWAY INTO OLD FAIR GROUNDS AND 1.5 FEET
 NM0078'WEST OF FENCE.
 NM0078'
 NM0078'REFERENCE MARK NO. 2 IS 147.52 FEET SOUTHWEST OF
 NM0078'STATION, 113.0 FEET SOUTH OF CENTERLINE OF DRIVEWAY INTO OLD
 NM0078'FAIR GROUND AND 1.3 FEET NORTH OF FENCE.
 NM0078'
 NM0078'AZIMUTH MARK IS 0.3 MILE NORTH BY WEST OF STATION.
 NM0078'TO REACH, GO NORTH ON U.S. HIGHWAY 75 FOR 0.25 MILE, TURN
 NM0078'LEFT (WEST) ONTO GRAVEL ROAD, GO 0.10 MILE TO MARK ON NORTH
 NM0078'SIDE, BY GATE.  MARK IS 1.5 FEET NORTHEAST OF FENCE CORNER
 NM0078'AND GATE CORNER, 30.7 FEET NORTH OF CENTERLINE OF GRAVEL ROAD.
 NM0078'
 NM0078'HEIGHT OF LIGHT ABOVE STATION MARK - 31.7 METERS.
 NM0078
 NM0078                          STATION RECOVERY (1948)
 NM0078
 NM0078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0078'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934
 NM0078'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO
 NM0078'R.M. NO. 1 WAS CHECKED AND FOUND TO BE CORRECT.  A DIFFERENCE
 NM0078'WAS FOUND IN THE DISTANCE TO R.M. NO. 2.  A TOWER COULD
 NM0078'NOT BE BUILT OVER THE STATION BECAUSE OF A 6 INCH ELM TREE.
 NM0078'A NEW MARK, R.M. NO. 3, WAS ESTABLISHED AND OCCUPIED.  A
 NM0078'COMPLETE NEW DESCRIPTION FOLLOWS.
 NM0078'
 NM0078'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF THE CITY
 NM0078'PARK IN ONAWA.  IT IS 32 FEET WEST OF A TRIANGLE-BLAZED, TWIN
 NM0078'TRUNKED, MAPLE TREE, AND 6 FEET EAST OF A 6 INCH ELM TREE.
 NM0078'THE DISK IS STAMPED ONAWA 1934 AND IS SET 3 INCHES BELOW THE
 NM0078'SURFACE OF THE GROUND.
 NM0078'
 NM0078'REFERENCE MARK NO. 1 IS 126.65 FEET EAST OF THE STATION, 36
 NM0078'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 75, AND 9 FEET SOUTH
 NM0078'OF A TELEPHONE POLE.  THE DISK IS STAMPED ONAWA NO 1 1934 AND
 NM0078'PROJECTS 8 INCHES.
 NM0078'
 NM0078'REFERENCE MARK NO. 2 IS 147.58 FEET SOUTHWEST OF THE STATION.
 NM0078'STAMPED ONAWA NO 2 1934 AND PROJECTS 4 INCHES.
 NM0078'
 NM0078'REFERENCE MARK NO. 3 IS 130.42 FEET WEST OF R.M. NO. 1, 177.01
 NM0078'FEET NORTHEAST OF R.M. NO. 2, 42 FEET NORTHWEST OF THE
 NM0078'TRIANGLE-BLAZED TREE, AND 34 FEET NORTH OF THE 6 INCH ELM
 NM0078'TREE.  A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM THE
 NM0078'STATION AND THE DISTANCE IS 9.183 METERS OR 30.13 FEET.  THE
 NM0078'DISK IS STAMPED ONAWA NO 3 1948 AND IS SET FLUSH WITH THE
 NM0078'GROUND.
 NM0078'
 NM0078'A TRAVERSE CONNECTION WAS MADE FROM THE STATION TO THE AZIMUTH
 NM0078'MARK AND THE DISTANCE IS 426.742 METERS OR 1400.07 FEET.
 NM0078'IT IS NORTHWEST OF THE STATION, 30 FEET NORTH OF THE CENTERLINE
 NM0078'OF A GRAVELLED ROAD, AND 1.5 FEET NORTHEAST OF A FENCE CORNER.
 NM0078'THE DISK IS STAMPED ONAWA 1948 AND PROJECTS 4 INCHES.  TO
 NM0078'REACH FROM THE STATION GO NORTH ON U.S. HIGHWAY FOR 0.25 MILE
 NM0078'TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.1 MILE TO THE MARK ON
 NM0078'THE RIGHT AS DESCRIBED.
 NM0078'
 NM0078'TO REACH THE STATION FROM THE MAIN INTERSECTION IN ONAWA, GO
 NM0078'NORTH ON U.S. HIGHWAY 75 FOR 0.65 MILE TO THE STATION ON THE
 NM0078'LEFT AS DESCRIBED.
 NM0078'
 NM0078'HEIGHT OF TOWER--90 FEET.
 NM0078
 NM0078                          STATION RECOVERY (1948)
 NM0078
 NM0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 NM0078'AT ONAWA.
 NM0078'AT ONAWA, IN THE NORTHEAST CORNER OF THE JUVENILE PLAYGROUND,
 NM0078'162.5 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 75, 205.0
 NM0078'FEET SOUTH OF THE SOUTHEAST CORNER OF THE FAIRGROUNDS FENCE,
 NM0078'147.5 FEET WEST OF ONAWA R.M. 1, 126.5 FEET NORTHEAST OF ONAWA
 NM0078'R.M. 2, 30.1 FEET SOUTH OF ONAWA R.M. 3, 32.0 FEET WEST OF TWO
 NM0078'MAPLE TREES, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 NM0078'WITH THE GROUND.
 NM0078
 NM0078                          STATION RECOVERY (1950)
 NM0078
 NM0078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM0078'THE STATION WAS RECOVERED AS DESCRIBED BY M.E.W. IN 1948
 NM0078'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE
 NM0078'WAS FOUND IN THE DIRECTION FROM THE STATION TO R.M. NO. 3.
 NM0078'
 NM0078'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 NM0078
 NM0078                          STATION RECOVERY (1978)
 NM0078
 NM0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NM0078'SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AS
 NM0078'DESCRIBED BY M.E. WENNERMARK IN 1948 WITH THE EXCEPTION THE ELM TREE
 NM0078'MENTIONED IN THAT DESCRIPTION IS NO LONGER THERE.  THE AZIMUTH MARK
 NM0078'WAS SEARCHED FOR BUT NOT FOUND AN IS BELIEVED TO HAVE BEEN
 NM0078'DESTROYED.  TREES AND SHRUBBERY IN THE PARK PREVENTED OCCUPATION
 NM0078'FOR CHECKING PURPOSES.  THERE IS NO SUITABLE LOCATION FOR ANOTHER
 NM0078'AZIMUTH MARK AT THIS TIME DUE TO LIMITED GROUND VISIBILITY.
 NM0078
 NM0078                          STATION RECOVERY (1989)
 NM0078
 NM0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0078'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.3 KM
 NM0078'(0.20 MI) NORTHERLY ALONG TENTH STREET FROM ITS JUNCTION WITH EMERALD
 NM0078'STREET IN ONAWA, AT THE EAST EDGE OF GAUKEL PARK, 63.6 M (208.7 FT)
 NM0078'SOUTH OF THE SOUTHEAST CORNER OF A FENCE AROUND A SWIMMING POOL, 49.5
 NM0078'M (162.4 FT) WEST OF THE CENTERLINE OF TENTH STREET, 44.9 M
 NM0078'(147.3 FT) WEST OF REFERENCE MARK 1, 9.2 M (30.2 FT) SOUTH OF
 NM0078'REFERENCE MARK 3, AND IN TOP OF A CONCRETE MONUMENT THAT IS 0.05 M
 NM0078'(0.2 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1662 ***********************************************************************
 NM1662  DESIGNATION -  ONAWA MUNICIPAL TANK
 NM1662  PID         -  NM1662
 NM1662  STATE/COUNTY-  IA/MONONA
 NM1662  USGS QUAD   -  ONAWA (1969)
 NM1662
 NM1662                         *CURRENT SURVEY CONTROL
 NM1662  ___________________________________________________________________
 NM1662* NAD 83(1996)-  42 01 39.83694(N)    096 05 42.13859(W)     ADJUSTED  
 NM1662* NAVD 88     -                                                        
 NM1662  ___________________________________________________________________
 NM1662  LAPLACE CORR-          -7.51  (seconds)                    DEFLEC99
 NM1662  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 NM1662
 NM1662  HORZ ORDER  -  THIRD
 NM1662
 NM1662.The horizontal coordinates were established by classical geodetic methods
 NM1662.and adjusted by the National Geodetic Survey in May 1999..
 NM1662
 NM1662
 NM1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1662
 NM1662.The geoid height was determined by GEOID03.
 NM1662
 NM1662;                    North         East     Units Scale Factor Converg.
 NM1662;SPC IA N     - 1,061,917.001 1,285,124.644   MT  1.00000730   -1 45 31.6
 NM1662;SPC NE       -   250,937.014   823,181.604   MT  0.99970002   +2 35 16.1
 NM1662;UTM  14      - 4,656,938.749   740,488.357   MT  1.00031170   +1 56 44.8
 NM1662
 NM1662                          SUPERSEDED SURVEY CONTROL
 NM1662
 NM1662  NAD 83(1996)-  42 01 39.83701(N)    096 05 42.13898(W) AD(       ) 4
 NM1662  NAD 83(1996)-  42 01 39.83719(N)    096 05 42.13915(W) AD(       ) 4
 NM1662  NAD 83(1986)-  42 01 39.83851(N)    096 05 42.13697(W) AD(       ) 4
 NM1662  NAD 27      -  42 01 39.88000(N)    096 05 41.07600(W) AD(       ) 3
 NM1662
 NM1662.Superseded values are not recommended for survey control.
 NM1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1662.See file dsdata.txt to determine how the superseded data were derived.
 NM1662
 NM1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM4048856939(NAD 83)
 NM1662_MARKER: 53 = ELEVATED TANK
 NM1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1662+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 NM1662
 NM1662  HISTORY     - Date     Condition        Report By
 NM1662  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1662  HISTORY     - 1948     GOOD             CGS
 NM1662  HISTORY     - 1950     GOOD             CGS
 NM1662  HISTORY     - 20060829 GOOD             GEOCAC
 NM1662
 NM1662                          STATION DESCRIPTION
 NM1662
 NM1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1662'THE STATION IS LOCATED IN THE TOWN OF ONAWA, ABOUT 1-1/2 BLOCKS
 NM1662'NORTHEAST OF THE MAIN INTERSECTION.  IT IS A 4 LEGGED, STEEL
 NM1662'STRUCTURE, APPROXIMATELY 120 FEET HIGH, 36 FEET SQUARE AT
 NM1662'THE BASE, AND IS SILVER IN COLOR.
 NM1662'
 NM1662'THE POINT INTERSECTED WAS THE BALL FINIAL.
 NM1662
 NM1662                          STATION RECOVERY (1950)
 NM1662
 NM1662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM1662'THE STATION WAS RECOVERED AS DESCRIBED BY M.E.W. IN 1948.
 NM1662
 NM1662                          STATION RECOVERY (2006)
 NM1662
 NM1662'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NM1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0079 ***********************************************************************
 NM0079  DESIGNATION -  ONAWA RM 1
 NM0079  PID         -  NM0079
 NM0079  STATE/COUNTY-  IA/MONONA
 NM0079  USGS QUAD   -  ONAWA (1969)
 NM0079
 NM0079                         *CURRENT SURVEY CONTROL
 NM0079  ___________________________________________________________________
 NM0079* NAD 83(1986)-  42 02 09.     (N)    096 05 53.     (W)     SCALED    
 NM0079* NAVD 88     -       320.529  (meters)    1051.60   (feet)  ADJUSTED  
 NM0079  ___________________________________________________________________
 NM0079  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 NM0079  DYNAMIC HT  -         320.413 (meters)    1051.22  (feet)  COMP
 NM0079  MODELED GRAV-     980,251.4   (mgal)                       NAVD 88
 NM0079
 NM0079  VERT ORDER  -  FIRST     CLASS II
 NM0079
 NM0079.The horizontal coordinates were scaled from a topographic map and have
 NM0079.an estimated accuracy of +/- 6 seconds.
 NM0079
 NM0079.The orthometric height was determined by differential leveling
 NM0079.and adjusted by the National Geodetic Survey in June 1991..
 NM0079
 NM0079.The geoid height was determined by GEOID03.
 NM0079
 NM0079.The dynamic height is computed by dividing the NAVD 88
 NM0079.geopotential number by the normal gravity value computed on the
 NM0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0079.degrees latitude (g = 980.6199 gals.).
 NM0079
 NM0079.The modeled gravity was interpolated from observed gravity values.
 NM0079
 NM0079;                    North         East    Units  Estimated Accuracy
 NM0079;SPC IA N     - 1,062,820.    1,284,900.      MT  (+/- 180 meters Scaled)
 NM0079
 NM0079                          SUPERSEDED SURVEY CONTROL
 NM0079
 NM0079  NGVD 29 (??/??/92)  320.361  (m)         1051.05   (f) ADJ UNCH    1 2
 NM0079
 NM0079.Superseded values are not recommended for survey control.
 NM0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0079.See file dsdata.txt to determine how the superseded data were derived.
 NM0079
 NM0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM402578(NAD 83)
 NM0079_MARKER: DR = REFERENCE MARK DISK
 NM0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0079_SP_SET: CONCRETE POST
 NM0079_STAMPING: ONAWA NO 1 1934
 NM0079_MARK LOGO: CGS   
 NM0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0079+STABILITY: SURFACE MOTION
 NM0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0079+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1989
 NM0079
 NM0079  HISTORY     - Date     Condition        Report By
 NM0079  HISTORY     - 1934     MONUMENTED       CGS
 NM0079  HISTORY     - 1948     GOOD             NGS
 NM0079  HISTORY     - 19890906 GOOD             NGS
 NM0079
 NM0079                          STATION DESCRIPTION
 NM0079
 NM0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0079'AT ONAWA.
 NM0079'AT ONAWA, IN THE NORTHEAST CORNER OF THE JUVENILE PLAYGROUND,
 NM0079'47.5 FEET EAST OF TRIANGULATION STATION ONAWA, 36.5 FEET WEST
 NM0079'OF THE CENTER LINE OF U.S. HIGHWAY 75, 8.3 FEET SOUTH OF A
 NM0079'TELEPHONE POLE, 1.0 FEET EAST OF A WITNESS POST, SET IN THE TOP
 NM0079'OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 NM0079
 NM0079                          STATION RECOVERY (1989)
 NM0079
 NM0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0079'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.3 KM
 NM0079'(0.20 MI) NORTH ALONG TENTH STREET FROM ITS JUNCTION WITH EMERALD
 NM0079'STREET IN ONAWA, AT THE EAST EDGE OF GAUKEL PARK, 44.9 M (147.3 FT)
 NM0079'EAST OF THE STATION, 11.1 M (36.4 FT) WEST OF THE CENTERLINE OF THE
 NM0079'STREET, SET IN TOP OF A CONCRETE MONUMENT PROJECTING 0.3 M (1.0 FT)
 NM0079'ABOVE THE GROUND SURFACE, AND LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0080 ***********************************************************************
 NM0080  DESIGNATION -  ONAWA RM 2
 NM0080  PID         -  NM0080
 NM0080  STATE/COUNTY-  IA/MONONA
 NM0080  USGS QUAD   -  ONAWA (1969)
 NM0080
 NM0080                         *CURRENT SURVEY CONTROL
 NM0080  ___________________________________________________________________
 NM0080* NAD 83(1986)-  42 02 09.     (N)    096 05 53.     (W)     SCALED    
 NM0080* NAVD 88     -       320.267  (meters)    1050.74   (feet)  ADJUSTED  
 NM0080  ___________________________________________________________________
 NM0080  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 NM0080  DYNAMIC HT  -         320.151 (meters)    1050.36  (feet)  COMP
 NM0080  MODELED GRAV-     980,251.4   (mgal)                       NAVD 88
 NM0080
 NM0080  VERT ORDER  -  FIRST     CLASS II
 NM0080
 NM0080.The horizontal coordinates were scaled from a topographic map and have
 NM0080.an estimated accuracy of +/- 6 seconds.
 NM0080
 NM0080.The orthometric height was determined by differential leveling
 NM0080.and adjusted by the National Geodetic Survey in June 1991..
 NM0080
 NM0080.The geoid height was determined by GEOID03.
 NM0080
 NM0080.The dynamic height is computed by dividing the NAVD 88
 NM0080.geopotential number by the normal gravity value computed on the
 NM0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0080.degrees latitude (g = 980.6199 gals.).
 NM0080
 NM0080.The modeled gravity was interpolated from observed gravity values.
 NM0080
 NM0080;                    North         East    Units  Estimated Accuracy
 NM0080;SPC IA N     - 1,062,820.    1,284,900.      MT  (+/- 180 meters Scaled)
 NM0080
 NM0080                          SUPERSEDED SURVEY CONTROL
 NM0080
 NM0080  NGVD 29 (??/??/92)  320.098  (m)         1050.19   (f) ADJ UNCH    1 2
 NM0080
 NM0080.Superseded values are not recommended for survey control.
 NM0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0080.See file dsdata.txt to determine how the superseded data were derived.
 NM0080
 NM0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM402578(NAD 83)
 NM0080_MARKER: DR = REFERENCE MARK DISK
 NM0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0080_STAMPING: ONAWA NO 2 1934
 NM0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0080+STABILITY: SURFACE MOTION
 NM0080
 NM0080  HISTORY     - Date     Condition        Report By
 NM0080  HISTORY     - 1934     MONUMENTED       CGS
 NM0080  HISTORY     - 1948     GOOD             NGS
 NM0080  HISTORY     - 19890906 MARK NOT FOUND   NGS
 NM0080
 NM0080                          STATION DESCRIPTION
 NM0080
 NM0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0080'AT ONAWA.
 NM0080'AT ONAWA, IN THE NORTHEAST CORNER OF THE JUVENILE PLAYGROUND,
 NM0080'132.0 FEET EAST OF THE EAST DOOR OF THE PLAYGROUND SHELTER HOUSE,
 NM0080'126.5 FEET SOUTHWEST OF TRIANGULATION STATION ONAWA, 118.0 FEET
 NM0080'NORTH OF A 30 INCH MAPLE TREE, SET IN THE TOP OF A CONCRETE POST
 NM0080'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 NM0080
 NM0080                          STATION RECOVERY (1989)
 NM0080
 NM0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0081 ***********************************************************************
 NM0081  DESIGNATION -  ONAWA RM 3
 NM0081  PID         -  NM0081
 NM0081  STATE/COUNTY-  IA/MONONA
 NM0081  USGS QUAD   -  ONAWA (1969)
 NM0081
 NM0081                         *CURRENT SURVEY CONTROL
 NM0081  ___________________________________________________________________
 NM0081* NAD 83(1996)-  42 02 09.93529(N)    096 05 53.69908(W)     ADJUSTED  
 NM0081* NAVD 88     -       320.183  (meters)    1050.47   (feet)  ADJUSTED  
 NM0081  ___________________________________________________________________
 NM0081  LAPLACE CORR-          -7.47  (seconds)                    DEFLEC99
 NM0081  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 NM0081  DYNAMIC HT  -         320.067 (meters)    1050.09  (feet)  COMP
 NM0081  MODELED GRAV-     980,251.5   (mgal)                       NAVD 88
 NM0081
 NM0081  HORZ ORDER  -  SECOND
 NM0081  VERT ORDER  -  FIRST     CLASS II
 NM0081
 NM0081.The horizontal coordinates were established by classical geodetic methods
 NM0081.and adjusted by the National Geodetic Survey in May 1999..
 NM0081
 NM0081.The orthometric height was determined by differential leveling
 NM0081.and adjusted by the National Geodetic Survey in June 1991..
 NM0081
 NM0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0081
 NM0081.The geoid height was determined by GEOID03.
 NM0081
 NM0081.The dynamic height is computed by dividing the NAVD 88
 NM0081.geopotential number by the normal gravity value computed on the
 NM0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0081.degrees latitude (g = 980.6199 gals.).
 NM0081
 NM0081.The modeled gravity was interpolated from observed gravity values.
 NM0081
 NM0081;                    North         East     Units Scale Factor Converg.
 NM0081;SPC IA N     - 1,062,853.386 1,284,887.366   MT  1.00000569   -1 45 39.4
 NM0081;SPC NE       -   251,852.442   822,874.134   MT  0.99970136   +2 35 08.4
 NM0081;UTM  14      - 4,657,858.126   740,190.981   MT  1.00030994   +1 56 38.2
 NM0081
 NM0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0081!SPC IA N     -   0.99995404  x   1.00000569  =   0.99995973
 NM0081!SPC NE       -   0.99995404  x   0.99970136  =   0.99965541
 NM0081!UTM  14      -   0.99995404  x   1.00030994  =   1.00026397
 NM0081
 NM0081:                Primary Azimuth Mark                     Grid Az
 NM0081:SPC IA N     -  ANT                                      027 06 36.9
 NM0081:SPC NE       -  ANT                                      022 45 49.1
 NM0081:UTM  14      -  ANT                                      023 24 19.3
 NM0081
 NM0081|---------------------------------------------------------------------|
 NM0081| PID    Reference Object                     Distance      Geod. Az  |
 NM0081|                                                           dddmmss.s |
 NM0081| NM0340 ANT                                 APPROX.17.2 KM 0252057.5 |
 NM0081| NM0079 ONAWA RM 1                           39.572 METERS 11533     |
 NM0081| NM1662 ONAWA MUNICIPAL TANK                APPROX. 1.0 KM 1640111.0 |
 NM0081| NM0078 ONAWA                                 9.183 METERS 19140     |
 NM0081| NM0080 ONAWA RM 2                           53.953 METERS 20249     |
 NM0081| NM1664 WHITING MUNICIPAL TANK              APPROX.10.9 KM 3371409.9 |
 NM0081| NM0082 ONAWA AZ MK                         419.112 METERS 3371709.3 |
 NM0081|---------------------------------------------------------------------|
 NM0081
 NM0081                          SUPERSEDED SURVEY CONTROL
 NM0081
 NM0081  NAD 83(1996)-  42 02 09.93512(N)    096 05 53.69937(W) AD(       ) 2
 NM0081  NAD 83(1996)-  42 02 09.93525(N)    096 05 53.69953(W) AD(       ) 2
 NM0081  NAD 83(1986)-  42 02 09.93677(N)    096 05 53.69769(W) AD(       ) 2
 NM0081  NAD 27      -  42 02 09.98100(N)    096 05 52.63700(W) AD(       ) 2
 NM0081  NGVD 29 (??/??/92)  320.015  (m)         1049.92   (f) ADJ UNCH    1 2
 NM0081
 NM0081.Superseded values are not recommended for survey control.
 NM0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0081.See file dsdata.txt to determine how the superseded data were derived.
 NM0081
 NM0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM4019157858(NAD 83)
 NM0081_MARKER: DR = REFERENCE MARK DISK
 NM0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0081_SP_SET: CONCRETE POST
 NM0081_STAMPING: ONAWA NO 3 1948
 NM0081_MARK LOGO: CGS   
 NM0081_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0081+STABILITY: SURFACE MOTION
 NM0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0081+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1989
 NM0081
 NM0081  HISTORY     - Date     Condition        Report By
 NM0081  HISTORY     - 1948     MONUMENTED       CGS
 NM0081  HISTORY     - 1948     GOOD             CGS
 NM0081  HISTORY     - 1950     GOOD             CGS
 NM0081  HISTORY     - 1978     GOOD             NGS
 NM0081  HISTORY     - 19890906 GOOD             NGS
 NM0081
 NM0081                          STATION DESCRIPTION
 NM0081
 NM0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0081'REFERENCE MARK NO. 3 IS 130.42 FEET WEST OF R.M. NO. 1, 177.01
 NM0081'FEET NORTHEAST OF R.M. NO. 2, 42 FEET NORTHWEST OF THE
 NM0081'TRIANGLE-BLAZED TREE, AND 34 FEET NORTH OF THE 6 INCH ELM
 NM0081'TREE.  A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM THE
 NM0081'STATION AND THE DISTANCE IS 9.183 METERS OR 30.13 FEET.  THE
 NM0081'DISK IS STAMPED ONAWA NO 3 1948 AND IS SET FLUSH WITH THE
 NM0081'GROUND.
 NM0081
 NM0081                          STATION RECOVERY (1948)
 NM0081
 NM0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NM0081'AT ONAWA.
 NM0081'AT ONAWA, IN THE NORTHEAST CORNER OF THE JUVENILE PLAYGROUND,
 NM0081'153.1 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 75, 43.0 FEET
 NM0081'NORTHWEST OF TWO MAPLE TREES, 30.1 FEET NORTH OF TRIANGULATION
 NM0081'STATION ONAWA, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 NM0081'WITH THE GROUND.
 NM0081
 NM0081                          STATION RECOVERY (1950)
 NM0081
 NM0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM0081'THE STATION WAS RECOVERED AND THE MARKS FOUND TO BE IN GOOD
 NM0081'CONDITION.  THE TRAVERSE DISTANCE FROM ONAWA 1934 TO ONAWA R.M.
 NM0081'NO 3 1948 WAS CHECKED AND FOUND TO BE CORRECT.  A DIFFERENCE
 NM0081'WAS FOUND IN THE DIRECTION FROM R.M. 3 TO THE STATION.
 NM0081'
 NM0081'THE 1948 DESCRIPTION BY M.E.W. IS ADEQUATE.
 NM0081'
 NM0081'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NM0081
 NM0081                          STATION RECOVERY (1978)
 NM0081
 NM0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NM0081'RECOVERED AS DESCRIBED BY M.E. WENNERMARK IN 1948.  TREES AND SHRUBS
 NM0081'PREVENTED OCCUPATION.  ONAWA AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 NM0081'FOUND AND IS BELIEVED TO BE DESTROYED.  NO SUITABLE LOCATION AT
 NM0081'THIS TIME FOR ANOTHER AZIMUTH MARK.
 NM0081
 NM0081                          STATION RECOVERY (1989)
 NM0081
 NM0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0081'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.3 KM
 NM0081'(0.20 MI) NORTH ALONG TENTH STREET FROM ITS JUNCTION WITH EMERALD
 NM0081'STREET IN ONAWA, AT THE EAST EDGE OF GAUKEL PARK, 54.4 M (178.5 FT)
 NM0081'SOUTH OF THE SOUTHEAST CORNER OF A FENCE AROUND THE SWIMMING POOL,
 NM0081'46.7 M (153.2 FT) WEST OF THE CENTERLINE OF THE STREET, 9.2 M
 NM0081'(30.2 FT) NORTH OF THE STATION, AND SET IN TOP OF A CONCRETE MONUMENT
 NM0081'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0482 ***********************************************************************
 NK0482  DESIGNATION -  ORAN
 NK0482  PID         -  NK0482
 NK0482  STATE/COUNTY-  IA/FAYETTE
 NK0482  USGS QUAD   -  FAIRBANK (1971)
 NK0482
 NK0482                         *CURRENT SURVEY CONTROL
 NK0482  ___________________________________________________________________
 NK0482* NAD 83(1996)-  42 43 45.92151(N)    092 00 50.49322(W)     ADJUSTED  
 NK0482* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 NK0482  ___________________________________________________________________
 NK0482  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 NK0482  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 NK0482
 NK0482  HORZ ORDER  -  THIRD
 NK0482
 NK0482.The horizontal coordinates were established by classical geodetic methods
 NK0482.and adjusted by the National Geodetic Survey in May 1999..
 NK0482
 NK0482.The orthometric height was scaled from a topographic map.
 NK0482
 NK0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0482
 NK0482.The geoid height was determined by GEOID03.
 NK0482
 NK0482;                    North         East     Units Scale Factor Converg.
 NK0482;SPC IA N     - 1,137,629.681 1,621,685.240   MT  0.99994595   +1 00 25.6
 NK0482;UTM  15      - 4,731,239.629   580,717.183   MT  0.99968015   +0 40 08.6
 NK0482
 NK0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0482!SPC IA N     -   0.99995307  x   0.99994595  =   0.99989903
 NK0482!UTM  15      -   0.99995307  x   0.99968015  =   0.99963324
 NK0482
 NK0482|---------------------------------------------------------------------|
 NK0482| PID    Reference Object                     Distance      Geod. Az  |
 NK0482|                                                           dddmmss.s |
 NK0482| CI6059 ORAN RM 1                            12.936 METERS 04903     |
 NK0482| CI6058 ORAN AZ MK                                         2641132.3 |
 NK0482| CI6060 ORAN RM 2                            11.164 METERS 31758     |
 NK0482|---------------------------------------------------------------------|
 NK0482
 NK0482                          SUPERSEDED SURVEY CONTROL
 NK0482
 NK0482  NAD 83(1996)-  42 43 45.92111(N)    092 00 50.49288(W) AD(       ) 3
 NK0482  NAD 83(1986)-  42 43 45.91233(N)    092 00 50.49401(W) AD(       ) 3
 NK0482  NAD 27      -  42 43 45.97260(N)    092 00 49.86980(W) AD(       ) 3
 NK0482
 NK0482.Superseded values are not recommended for survey control.
 NK0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0482.See file dsdata.txt to determine how the superseded data were derived.
 NK0482
 NK0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8071731240(NAD 83)
 NK0482_MARKER: DS = TRIANGULATION STATION DISK
 NK0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0482
 NK0482  HISTORY     - Date     Condition        Report By
 NK0482  HISTORY     - 1961     MONUMENTED       CGS
 NK0482  HISTORY     - 1969     GOOD             USGS
 NK0482
 NK0482                          STATION DESCRIPTION
 NK0482
 NK0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NK0482'THE STATION IS ABOUT 7 MILES SOUTHWEST OF MAYNARD, ABOUT
 NK0482'4 MILES NORTHEAST OF ORAN, ON THE PROPERTY OF MR. HENRY
 NK0482'REINKING AND IS IN THE NORTHWEST 1/4 OF SECTION 3, T. 91 N.,
 NK0482'R. 10 W.  IT IS 220 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NK0482'OF A BARN, 61 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 NK0482'ROAD, 45 FEET SOUTHWEST OF A WITNESS POST AND 28 FEET SOUTH
 NK0482'OF A WIRE FENCE.  THE MONUMENT IS 12 INCHES UNDERGROUND AND
 NK0482'THE DISK IS STAMPED ORAN 1961.
 NK0482'
 NK0482'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 150 AND 295,
 NK0482'ABOUT 1 MILE WEST OF MAYNARD, GO SOUTH ON HIGHWAY 150 FOR
 NK0482'2 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED
 NK0482'ROAD FOR 5.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 NK0482'SOUTH ON A GRAVELED ROAD FOR 1 MILE TO A T-ROAD.  TURN RIGHT
 NK0482'AND GO WEST ON A GRAVELED ROAD FOR 0.6 MILE TO THE STATION
 NK0482'ON THE LEFT.
 NK0482'
 NK0482'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 NK0482'GRAVELED ROAD FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT AND
 NK0482'GO SOUTH ON A GRAVELED ROAD FOR 0.05 MILE TO THE MARK ON
 NK0482'THE LEFT.
 NK0482'
 NK0482'REFERENCE MARK 1 IS 34 FEET SOUTH OF THE CENTERLINE OF THE
 NK0482'GRAVELED ROAD, 3 FEET WEST OF THE WITNESS POST AND 6 INCHES
 NK0482'SOUTH OF THE WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 NK0482'IS STAMPED ORAN NO 1 1961.
 NK0482'
 NK0482'REFERENCE MARK 2 IS 59 FEET WEST OF THE WITNESS POST, 35
 NK0482'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT
 NK0482'SOUTH OF THE WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES
 NK0482'AND THE DISK IS STAMPED ORAN NO 2 1961.
 NK0482'
 NK0482'THE AZIMUTH MARK IS 32 FEET EAST OF THE CENTERLINE OF A
 NK0482'GRAVELED ROAD, 4 FEET NORTH OF A TELEPHONE POLE AND 2 FEET
 NK0482'NORTH OF A WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND
 NK0482'THE DISK IS STAMPED ORAN 1961.
 NK0482'
 NK0482'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NK0482
 NK0482                          STATION RECOVERY (1969)
 NK0482
 NK0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 NK0482'STATION MARK AND OTHER SURFACE MARKS FOUND IN GOOD CONDITION
 NK0482'AS DESCRIBED.
 NK0482'
 NK0482'DISTANCES CHECKED O.K.
 NK0482'
 NK0482'DESCRIPTION TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0606 ***********************************************************************
 OQ0606  DESIGNATION -  ORANGE CITY MUNICIPAL TANK
 OQ0606  PID         -  OQ0606
 OQ0606  STATE/COUNTY-  IA/SIOUX
 OQ0606  USGS QUAD   -  ORANGE CITY (1964)
 OQ0606
 OQ0606                         *CURRENT SURVEY CONTROL
 OQ0606  ___________________________________________________________________
 OQ0606* NAD 83(1996)-  43 00 15.00255(N)    096 03 43.67654(W)     ADJUSTED  
 OQ0606* NAVD 88     -                                                        
 OQ0606  ___________________________________________________________________
 OQ0606  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 OQ0606  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OQ0606
 OQ0606  HORZ ORDER  -  THIRD
 OQ0606
 OQ0606.The horizontal coordinates were established by classical geodetic methods
 OQ0606.and adjusted by the National Geodetic Survey in May 1999..
 OQ0606
 OQ0606
 OQ0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0606
 OQ0606.The geoid height was determined by GEOID03.
 OQ0606
 OQ0606;                    North         East     Units Scale Factor Converg.
 OQ0606;SPC IA N     - 1,170,245.466 1,291,135.161   MT  0.99996258   -1 44 11.3
 OQ0606;UTM  14      - 4,765,466.607   739,452.029   MT  1.00030542   +2 00 17.0
 OQ0606;UTM  15      - 4,765,828.665   250,419.056   MT  1.00036637   -2 05 22.6
 OQ0606
 OQ0606                          SUPERSEDED SURVEY CONTROL
 OQ0606
 OQ0606  NAD 83(1996)-  43 00 15.00255(N)    096 03 43.67654(W) AD(       ) 4
 OQ0606  NAD 83(1996)-  43 00 15.00124(N)    096 03 43.67430(W) AD(       ) 4
 OQ0606  NAD 83(1996)-  43 00 15.00093(N)    096 03 43.67160(W) AD(       ) 4
 OQ0606  NAD 83(1986)-  43 00 15.00333(N)    096 03 43.66739(W) AD(       ) 4
 OQ0606  NAD 27      -  43 00 15.05200(N)    096 03 42.59700(W) AD(       ) 3
 OQ0606
 OQ0606.Superseded values are not recommended for survey control.
 OQ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0606.See file dsdata.txt to determine how the superseded data were derived.
 OQ0606
 OQ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3945265467(NAD 83)
 OQ0606_MARKER: 51 = TANK
 OQ0606
 OQ0606  HISTORY     - Date     Condition        Report By
 OQ0606  HISTORY     - 1934     FIRST OBSERVED   CGS
 OQ0606
 OQ0606                          STATION DESCRIPTION
 OQ0606
 OQ0606'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2141 ***********************************************************************
 AE2141  CBN         -  This is a Cooperative Base Network Control Station.
 AE2141  PACS        -  This is a Primary Airport Control Station.
 AE2141  DESIGNATION -  ORC A
 AE2141  PID         -  AE2141
 AE2141  STATE/COUNTY-  IA/SIOUX
 AE2141  USGS QUAD   -  ALTON (1985)
 AE2141
 AE2141                         *CURRENT SURVEY CONTROL
 AE2141  ___________________________________________________________________
 AE2141* NAD 83(1996)-  42 59 21.41031(N)    096 03 43.74197(W)     ADJUSTED  
 AE2141* NAVD 88     -       427.79   (meters)    1403.5    (feet)  GPS OBS   
 AE2141  ___________________________________________________________________
 AE2141  X           -    -493,508.622 (meters)                     COMP
 AE2141  Y           -  -4,646,926.791 (meters)                     COMP
 AE2141  Z           -   4,326,904.354 (meters)                     COMP
 AE2141  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 AE2141  ELLIP HEIGHT-         401.25  (meters)          (06/15/04) GPS OBS
 AE2141  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AE2141
 AE2141  HORZ ORDER  -  B
 AE2141  ELLP ORDER  -  FOURTH    CLASS I
 AE2141
 AE2141.This mark is at Orange City Municipal Airport (ORC)
 AE2141
 AE2141.The horizontal coordinates were established by GPS observations
 AE2141.and adjusted by the National Geodetic Survey in August 1997..
 AE2141
 AE2141.The orthometric height was determined by GPS observations and a
 AE2141.high-resolution geoid model.
 AE2141
 AE2141.GPS derived orthometric heights for airport stations designated as
 AE2141.PACS or SACS are published to 2 decimal places.  This maintains
 AE2141.centimeter relative accuracy between the PACS and SACS.  It does
 AE2141.not indicate centimeter accuracy relative to other marks which are
 AE2141.part of the NAVD 88 network.
 AE2141
 AE2141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2141
 AE2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2141
 AE2141.The ellipsoidal height was determined by GPS observations
 AE2141.and is referenced to NAD 83.
 AE2141
 AE2141.The geoid height was determined by GEOID03.
 AE2141
 AE2141;                    North         East     Units Scale Factor Converg.
 AE2141;SPC IA N     - 1,168,592.526 1,291,083.567   MT  0.99996109   -1 44 11.3
 AE2141;UTM  14      - 4,763,813.255   739,508.411   MT  1.00030576   +2 00 15.0
 AE2141;UTM  15      - 4,764,175.406   250,357.259   MT  1.00036675   -2 05 20.5
 AE2141
 AE2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2141!SPC IA N     -   0.99993708  x   0.99996109  =   0.99989817
 AE2141!UTM  14      -   0.99993708  x   1.00030576  =   1.00024282
 AE2141!UTM  15      -   0.99993708  x   1.00036675  =   1.00030381
 AE2141
 AE2141:                Primary Azimuth Mark                     Grid Az
 AE2141:SPC IA N     -  ORC C                                    347 55 31.6
 AE2141:UTM  14      -  ORC C                                    344 11 05.3
 AE2141:UTM  15      -  ORC C                                    348 16 40.8
 AE2141
 AE2141|---------------------------------------------------------------------|
 AE2141| PID    Reference Object                     Distance      Geod. Az  |
 AE2141|                                                           dddmmss.s |
 AE2141| AJ8292 ORC C                               490.623 METERS 3461120.3 |
 AE2141|---------------------------------------------------------------------|
 AE2141
 AE2141                          SUPERSEDED SURVEY CONTROL
 AE2141
 AE2141  ELLIP H (08/25/97)  401.28   (m)                       GP(       ) 4 1
 AE2141
 AE2141.Superseded values are not recommended for survey control.
 AE2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2141.See file dsdata.txt to determine how the superseded data were derived.
 AE2141
 AE2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3950863813(NAD 83)
 AE2141_MARKER: I = METAL ROD
 AE2141_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2141_STAMPING: ORC A 1996
 AE2141_MARK LOGO: NGS   
 AE2141_PROJECTION: FLUSH
 AE2141_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2141+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 AE2141_ROD/PIPE-DEPTH: 4.8  meters
 AE2141_SLEEVE-DEPTH  : 1 meters
 AE2141
 AE2141  HISTORY     - Date     Condition        Report By
 AE2141  HISTORY     - 1996     MONUMENTED       NGS
 AE2141  HISTORY     - 20010501 GOOD             WOOLPT
 AE2141
 AE2141                          STATION DESCRIPTION
 AE2141
 AE2141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 AE2141'THE STATION IS 1 MI (1.6 KM) SOUTH OF ORANGE CITY AT THE ORANGE CITY
 AE2141'MUNICIPAL AIRPORT, NORTH-NORTHEAST OF THE JUNCTION OF TAXIWAY AND
 AE2141'RUNWAY.  OWNERSHIP--CITY OF ORANGE CITY--204 14TH STREET SW ORANGE
 AE2141'CITY, IA 51041.  AIRPORT MANAGER IS FRED VAN SCHEPEN, PHONE
 AE2141'712-737-4215.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AE2141'10 (8TH STREET SE) AND ALBANY PL SE GO SOUTH-SOUTHEAST ON ALBANY PL SE
 AE2141'0.5 MI (0.8 KM) TO 14TH STREET ON THE RIGHT.  TURN RIGHT, WEST, ON
 AE2141'14TH STREET SE AND GO 0.15 MI (0.24 KM) TO A ROAD ON THE LEFT.  TURN
 AE2141'LEFT, SOUTH, AND GO 0.1 MI (0.2 KM) TO A METAL HANGAR AND A ROAD/APRON
 AE2141'ON THE RIGHT.  TURN RIGHT, WEST, AND GO 0.05 MI (0.08 KM) TO THE
 AE2141'APRON.  BEAR RIGHT, NORTHWEST, AND GO 0.1 MI (0.2 KM) ACROSS APRON TO
 AE2141'THE JUNCTION OF THE CONNECTOR TAXIWAY AND RUNWAY AND THE STATION ON
 AE2141'THE RIGHT.  THE STATION IS 144.7 FT (44.1 M) NORTHWEST OF THE
 AE2141'CENTERLINE OF THE CONNECTOR TAXIWAY, 128.0 FT (39.0 M) EAST-NORTHEAST
 AE2141'OF THE CENTERLINE OF THE RUNWAY, 46.7 FT (14.2 M) NORTH OF THE CENTER
 AE2141'OF A SQUARE CONCRETE DRAIN AND 1.3 FT (0.4 M) SOUTHEAST OF A CARSONITE
 AE2141'WITNESS POST.  THE STATION IS A 1/2 IN STAINLESS STEEL ROD DRIVEN TO
 AE2141'REFUSAL ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP.  NOTE--ACCESS TO
 AE2141'DATUM POINT IS THRU A 5-INCH NGS LOGO CAP STAMPED ORC A 1996.
 AE2141'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL STATION.
 AE2141
 AE2141                          STATION RECOVERY (2001)
 AE2141
 AE2141'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 AE2141'RECOVERED AS DESCRIBED.
 AE2141'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8293 ***********************************************************************
 AJ8293  SACS        -  This is a Secondary Airport Control Station.
 AJ8293  DESIGNATION -  ORC B
 AJ8293  PID         -  AJ8293
 AJ8293  STATE/COUNTY-  IA/SIOUX
 AJ8293  USGS QUAD   -  ALTON (1985)
 AJ8293
 AJ8293                         *CURRENT SURVEY CONTROL
 AJ8293  ___________________________________________________________________
 AJ8293* NAD 83(1996)-  42 58 56.49753(N)    096 03 32.54850(W)     ADJUSTED  
 AJ8293* NAVD 88     -       423.45   (meters)    1389.3    (feet)  GPS OBS   
 AJ8293  ___________________________________________________________________
 AJ8293  X           -    -493,311.442 (meters)                     COMP
 AJ8293  Y           -  -4,647,471.691 (meters)                     COMP
 AJ8293  Z           -   4,326,338.983 (meters)                     COMP
 AJ8293  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 AJ8293  ELLIP HEIGHT-         396.92  (meters)          (06/15/04) GPS OBS
 AJ8293  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AJ8293
 AJ8293  HORZ ORDER  -  FIRST
 AJ8293  ELLP ORDER  -  FOURTH    CLASS I
 AJ8293
 AJ8293.This mark is at Orange City Municipal Airport (ORC)
 AJ8293
 AJ8293.The horizontal coordinates were established by GPS observations
 AJ8293.and adjusted by the National Geodetic Survey in November 2002..
 AJ8293
 AJ8293.The orthometric height was determined by GPS observations and a
 AJ8293.high-resolution geoid model.
 AJ8293
 AJ8293.GPS derived orthometric heights for airport stations designated as
 AJ8293.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8293.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8293.not indicate centimeter accuracy relative to other marks which are
 AJ8293.part of the NAVD 88 network.
 AJ8293
 AJ8293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8293
 AJ8293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8293
 AJ8293.The ellipsoidal height was determined by GPS observations
 AJ8293.and is referenced to NAD 83.
 AJ8293
 AJ8293.The geoid height was determined by GEOID03.
 AJ8293
 AJ8293;                    North         East     Units Scale Factor Converg.
 AJ8293;SPC IA N     - 1,167,816.445 1,291,313.753   MT  0.99996042   -1 44 03.8
 AJ8293;UTM  14      - 4,763,053.582   739,788.833   MT  1.00030741   +2 00 21.7
 AJ8293;UTM  15      - 4,763,397.609   250,582.759   MT  1.00036537   -2 05 11.9
 AJ8293
 AJ8293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8293!SPC IA N     -   0.99993776  x   0.99996042  =   0.99989818
 AJ8293!UTM  14      -   0.99993776  x   1.00030741  =   1.00024515
 AJ8293!UTM  15      -   0.99993776  x   1.00036537  =   1.00030310
 AJ8293
 AJ8293                          SUPERSEDED SURVEY CONTROL
 AJ8293
 AJ8293  ELLIP H (11/27/02)  396.94   (m)                       GP(       ) 4 1
 AJ8293  NAD 83(1996)-  42 58 56.49753(N)    096 03 32.54857(W) AD(       ) 1
 AJ8293  ELLIP H (03/18/02)  396.94   (m)                       GP(       ) 4 1
 AJ8293
 AJ8293.Superseded values are not recommended for survey control.
 AJ8293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8293.See file dsdata.txt to determine how the superseded data were derived.
 AJ8293
 AJ8293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3978963054(NAD 83)
 AJ8293_MARKER: DD = SURVEY DISK
 AJ8293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8293_STAMPING: ORC B 2000
 AJ8293_MARK LOGO: NGS   
 AJ8293_PROJECTION: RECESSED 2 CENTIMETERS
 AJ8293_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8293+STABILITY: SURFACE MOTION
 AJ8293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8293+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 AJ8293
 AJ8293  HISTORY     - Date     Condition        Report By
 AJ8293  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8293
 AJ8293                          STATION DESCRIPTION
 AJ8293
 AJ8293'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8293'THE STATION IS LOCATED APPROXIMATELY 1 MI SOUTH OF ORANGE CITY,
 AJ8293'AND IS AT THE ORANGE CITY MUNICIPAL AIRPORT. OWNERSHIP-- ORANGE
 AJ8293'CITY MUNICIPAL AIRPORT, THE AIRPORT MANAGER IS THE CITY MANAGER.
 AJ8293' 
 AJ8293'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 10 AND
 AJ8293'ALBANY PLACE IN ORANGE CITY, PROCEED SOUTHEAST 0.8 MI ALONG
 AJ8293'ALBANY PLACE TO THE JUNCTION OF A DIRT ROAD. TURN RIGHT AND
 AJ8293'PROCEED WEST 0.05 MI TO THE STATION ON THE RIGHT.
 AJ8293' 
 AJ8293'THE STATION IS LOCATED 19.33 M ON AN AZIMUTH OF 354 DEGREES FROM
 AJ8293'THE CENTERLINE OF THE DIRT ROAD, 51.01 M ON AN AZIMUTH OF 280
 AJ8293'DEGREES FROM UTILITY POLE NUMBER 40B 256, AND 9.30 M ON AN AZIMUTH
 AJ8293'OF 80 DEGREES FROM  A NO TRESPASSING SIGN. THE STATION IS A
 AJ8293'STANDARD NGS HORIZONTAL CONTROL DISK STAMPED-- ORC B 2000-- SET
 AJ8293'IN THE TOP OF A 0.3 M ROUND DIAMETER CONCRETE MONUMENT 1.2 M IN
 AJ8293'DEPTH WITH AN IMBEDDED IRON ROD, RECESSED 2 CM BELOW THE
 AJ8293'GROUND. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AJ8293'CONTROL STATION.
 AJ8293' 
 AJ8293'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8292 ***********************************************************************
 AJ8292  SACS        -  This is a Secondary Airport Control Station.
 AJ8292  DESIGNATION -  ORC C
 AJ8292  PID         -  AJ8292
 AJ8292  STATE/COUNTY-  IA/SIOUX
 AJ8292  USGS QUAD   -  ALTON (1985)
 AJ8292
 AJ8292                         *CURRENT SURVEY CONTROL
 AJ8292  ___________________________________________________________________
 AJ8292* NAD 83(1996)-  42 59 36.84945(N)    096 03 48.91230(W)     ADJUSTED  
 AJ8292* NAVD 88     -       430.21   (meters)    1411.4    (feet)  GPS OBS   
 AJ8292  ___________________________________________________________________
 AJ8292  X           -    -493,590.972 (meters)                     COMP
 AJ8292  Y           -  -4,646,593.100 (meters)                     COMP
 AJ8292  Z           -   4,327,254.518 (meters)                     COMP
 AJ8292  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 AJ8292  ELLIP HEIGHT-         403.67  (meters)          (06/15/04) GPS OBS
 AJ8292  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AJ8292
 AJ8292  HORZ ORDER  -  FIRST
 AJ8292  ELLP ORDER  -  FOURTH    CLASS I
 AJ8292
 AJ8292.This mark is at Orange City Municipal Airport (ORC)
 AJ8292
 AJ8292.The horizontal coordinates were established by GPS observations
 AJ8292.and adjusted by the National Geodetic Survey in November 2002..
 AJ8292
 AJ8292.The orthometric height was determined by GPS observations and a
 AJ8292.high-resolution geoid model.
 AJ8292
 AJ8292.GPS derived orthometric heights for airport stations designated as
 AJ8292.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8292.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8292.not indicate centimeter accuracy relative to other marks which are
 AJ8292.part of the NAVD 88 network.
 AJ8292
 AJ8292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8292
 AJ8292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8292
 AJ8292.The ellipsoidal height was determined by GPS observations
 AJ8292.and is referenced to NAD 83.
 AJ8292
 AJ8292.The geoid height was determined by GEOID03.
 AJ8292
 AJ8292;                    North         East     Units Scale Factor Converg.
 AJ8292;SPC IA N     - 1,169,072.276 1,290,980.940   MT  0.99996152   -1 44 14.8
 AJ8292;UTM  14      - 4,764,285.450   739,374.657   MT  1.00030497   +2 00 12.0
 AJ8292;UTM  15      - 4,764,655.973   250,257.547   MT  1.00036737   -2 05 24.7
 AJ8292
 AJ8292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8292!SPC IA N     -   0.99993670  x   0.99996152  =   0.99989822
 AJ8292!UTM  14      -   0.99993670  x   1.00030497  =   1.00024165
 AJ8292!UTM  15      -   0.99993670  x   1.00036737  =   1.00030405
 AJ8292
 AJ8292:                Primary Azimuth Mark                     Grid Az
 AJ8292:SPC IA N     -  ORC A                                    167 55 31.6
 AJ8292:UTM  14      -  ORC A                                    164 11 04.8
 AJ8292:UTM  15      -  ORC A                                    168 16 41.5
 AJ8292
 AJ8292|---------------------------------------------------------------------|
 AJ8292| PID    Reference Object                     Distance      Geod. Az  |
 AJ8292|                                                           dddmmss.s |
 AJ8292| AE2141 ORC A                               490.623 METERS 1661116.8 |
 AJ8292|---------------------------------------------------------------------|
 AJ8292
 AJ8292                          SUPERSEDED SURVEY CONTROL
 AJ8292
 AJ8292  ELLIP H (11/27/02)  403.70   (m)                       GP(       ) 4 1
 AJ8292  NAD 83(1996)-  42 59 36.84945(N)    096 03 48.91237(W) AD(       ) 1
 AJ8292  ELLIP H (03/18/02)  403.70   (m)                       GP(       ) 4 1
 AJ8292
 AJ8292.Superseded values are not recommended for survey control.
 AJ8292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8292.See file dsdata.txt to determine how the superseded data were derived.
 AJ8292
 AJ8292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3937564285(NAD 83)
 AJ8292_MARKER: DD = SURVEY DISK
 AJ8292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8292_STAMPING: ORC C 1996
 AJ8292_MARK LOGO: NGS   
 AJ8292_PROJECTION: FLUSH
 AJ8292_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8292+STABILITY: SURFACE MOTION
 AJ8292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8292+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 AJ8292
 AJ8292  HISTORY     - Date     Condition        Report By
 AJ8292  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8292
 AJ8292                          STATION DESCRIPTION
 AJ8292
 AJ8292'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8292'THE STATION IS LOCATED APPROXIMATELY 1 MI SOUTH OF ORANGE CITY,
 AJ8292'AND IS AT THE ORANGE CITY MUNICIPAL AIRPORT. OWNERSHIP-- ORANGE
 AJ8292'CITY MUNICIPAL AIRPORT, THE AIRPORT MANAGER IS THE CITY MANAGER.
 AJ8292' 
 AJ8292'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 10 AND
 AJ8292'ALBANY PLACE IN ORANGE CITY, PROCEED SOUTHEAST 0.5 MI ALONG
 AJ8292'ALBANY PLACE TO THE JUNCTION OF 14TH STREET. TURN RIGHT AND
 AJ8292'PROCEED WEST 0.15 MI ALONG 14TH STREET TO A ROAD ON THE LEFT.
 AJ8292'TURN LEFT AND PROCEED SOUTH 0.1 MI TO A HANGAR DIRECTLY AHEAD
 AJ8292'AND THE TERMINAL APRON ON THE RIGHT. TURN RIGHT AND PROCEED
 AJ8292'WEST 0.1 MI ACROSS THE APRON AND A SHORT TAXIWAY TO THE JUNCTION
 AJ8292'OF RUNWAY 16-34. TURN RIGHT AND PROCEED NORTH 0.35 MI TO THE
 AJ8292'STATION ON THE RIGHT, PAST THE NORTH VASI LIGHT.
 AJ8292' 
 AJ8292'THE STATION IS LOCATED 40.12 M ON AN AZIMUTH OF 24 DEGREES FROM
 AJ8292'THE NORTHEAST CORNER OF THE NORTHEAST VASI LIGHT, 55.01 M ON AN
 AJ8292'AZIMUTH OF 312 DEGREES FROM A SEWER MANHOLE, AND 41.20 M ON AN
 AJ8292'AZIMUTH OF 71 DEGREES FROM THE EDGE OF PAVEMENT OF RUNWAY 16-34.
 AJ8292'THE AZIMUTH FROM THE STATION TO THE WATER TOWER IS  60 DEGREES.
 AJ8292'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--
 AJ8292'ORC C 2000-- SET IN THE TOP OF A 0.3 M ROUND DIAMETER CONCRETE
 AJ8292'MONUMENT 1.3 M IN DEPTH WITH AN IMBEDDED IRON ROD, RECESSED 5 CM
 AJ8292'BELOW THE GROUND. THIS STATION IS DESIGNATED AS A SECONDARY
 AJ8292'AIRPORT CONTROL STATION.
 AJ8292' 
 AJ8292'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0906 ***********************************************************************
 OO0906  DESIGNATION -  OREGON
 OO0906  PID         -  OO0906
 OO0906  STATE/COUNTY-  IA/HOWARD
 OO0906  USGS QUAD   -  CRESCO SW (1981)
 OO0906
 OO0906                         *CURRENT SURVEY CONTROL
 OO0906  ___________________________________________________________________
 OO0906* NAD 83(1996)-  43 18 14.72370(N)    092 11 56.78767(W)     ADJUSTED  
 OO0906* NAVD 88     -       389.     (meters)    1276.     (feet)  SCALED    
 OO0906  ___________________________________________________________________
 OO0906  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 OO0906  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 OO0906
 OO0906  HORZ ORDER  -  THIRD
 OO0906
 OO0906.The horizontal coordinates were established by classical geodetic methods
 OO0906.and adjusted by the National Geodetic Survey in May 1999..
 OO0906
 OO0906.The orthometric height was scaled from a topographic map.
 OO0906
 OO0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0906
 OO0906.The geoid height was determined by GEOID03.
 OO0906
 OO0906;                    North         East     Units Scale Factor Converg.
 OO0906;SPC IA N     - 1,201,211.817 1,605,547.991   MT  1.00000705   +0 52 54.0
 OO0906;UTM  15      - 4,794,895.753   564,956.697   MT  0.99965190   +0 32 57.6
 OO0906
 OO0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0906!SPC IA N     -   0.99994375  x   1.00000705  =   0.99995080
 OO0906!UTM  15      -   0.99994375  x   0.99965190  =   0.99959567
 OO0906
 OO0906:                Primary Azimuth Mark                     Grid Az
 OO0906:SPC IA N     -  CRESCO MUNICIPAL TANK                    039 38 47.2
 OO0906:UTM  15      -  CRESCO MUNICIPAL TANK                    039 58 43.6
 OO0906
 OO0906|---------------------------------------------------------------------|
 OO0906| PID    Reference Object                     Distance      Geod. Az  |
 OO0906|                                                           dddmmss.s |
 OO0906| OO0902 CRESCO MUNICIPAL TANK               APPROX. 9.9 KM 0403141.2 |
 OO0906| CI6062 OREGON RM 1                          22.295 METERS 09139     |
 OO0906| CI6063 OREGON RM 2                           9.138 METERS 17254     |
 OO0906| CI6061 OREGON AZ MK                                       1775713.2 |
 OO0906|---------------------------------------------------------------------|
 OO0906
 OO0906                          SUPERSEDED SURVEY CONTROL
 OO0906
 OO0906  NAD 83(1996)-  43 18 14.72367(N)    092 11 56.78766(W) AD(       ) 3
 OO0906  NAD 83(1986)-  43 18 14.71660(N)    092 11 56.78637(W) AD(       ) 3
 OO0906  NAD 27      -  43 18 14.82980(N)    092 11 56.17190(W) AD(       ) 3
 OO0906
 OO0906.Superseded values are not recommended for survey control.
 OO0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0906.See file dsdata.txt to determine how the superseded data were derived.
 OO0906
 OO0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH6495794896(NAD 83)
 OO0906_MARKER: DS = TRIANGULATION STATION DISK
 OO0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0906
 OO0906  HISTORY     - Date     Condition        Report By
 OO0906  HISTORY     - 1961     MONUMENTED       CGS
 OO0906
 OO0906                          STATION DESCRIPTION
 OO0906
 OO0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 OO0906'THE STATION IS ABOUT 6-1/2 MILES SOUTHWEST OF CRESCO, ABOUT
 OO0906'8 MILES NORTHWEST OF PROTIVIN, IN THE SOUTHEAST 1/4 OF SECTION
 OO0906'13, T 98 N, R 11 W. AND ON PROPERTY OF MR. RAY PRASKA.  IT
 OO0906'IS 3 FEET SOUTHWEST OF A FENCE CORNER, 6 FEET NORTHWEST OF
 OO0906'A WITNESS POST, 16 FEET NORTH OF A POWER POLE, 18 FEET SOUTH
 OO0906'OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 40 FEET WEST OF
 OO0906'THE CENTERLINE OF A GRAVELED ROAD AND 64.6 FEET SOUTHEAST
 OO0906'OF THE SOUTHEAST CORNER OF A WHITE HOUSE.  THE MONUMENT IS
 OO0906'FLUSH AND THE DISK IS STAMPED OREGON 1961.
 OO0906'
 OO0906'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 139 ABOUT
 OO0906'150 FEET SOUTHWEST OF THE CRESCO MUNICIPAL WATER TANK IN
 OO0906'CRESCO, GO SOUTH ON STATE HIGHWAY 139 FOR 3.55 MILES TO A
 OO0906'CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR
 OO0906'3.05 MILES TO A T-ROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED
 OO0906'ROAD FOR 1.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A
 OO0906'GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD AND THE AZIMUTH MARK
 OO0906'IN THE NORTHEAST ANGLE OF THE CROSSROAD.  TURN RIGHT
 OO0906'AND GO NORTH ON A GRAVELED ROAD FOR 0.35 MILE TO MR.
 OO0906'RAY PRASKAS DRIVEWAY ON THE LEFT AND THE STATION ON THE
 OO0906'LEFT.
 OO0906'
 OO0906'REFERENCE MARK 1 IS 1 FOOT WEST OF A WIRE FENCE, 33 FEET EAST
 OO0906'OF THE CENTERLINE OF THE GRAVELED ROAD AND 72 FEET EAST OF
 OO0906'THE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE
 OO0906'DISK IS STAMPED OREGON NO 1 1961.
 OO0906'
 OO0906'REFERENCE MARK 2 IS 1 FOOT SOUTHWEST OF A FENCE CORNER, 25
 OO0906'FEET SOUTH OF THE WITNESS POST, 14 FEET SOUTH OF A POWER
 OO0906'POLE AND 37 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 OO0906'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED OREGON
 OO0906'NO 2 1961.
 OO0906'
 OO0906'THE AZIMUTH MARK IS 1 FOOT NORTH OF A WITNESS POST, 6 INCHES
 OO0906'WEST OF A WIRE FENCE, 25 FEET NORTH OF A FENCE CORNER, 34
 OO0906'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD AND 80 FEET
 OO0906'NORTHEAST OF THE CENTER OF A CROSSROAD.  THE MONUMENT PROJECTS
 OO0906'5 INCHES AND THE DISK IS STAMPED OREGON 1961.
 OO0906'
 OO0906'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1096 ***********************************************************************
 MJ1096  DESIGNATION -  ORIENT JOHNSON TUTTLE ELEV LT
 MJ1096  PID         -  MJ1096
 MJ1096  STATE/COUNTY-  IA/ADAIR
 MJ1096  USGS QUAD   -  ORIENT (1981)
 MJ1096
 MJ1096                         *CURRENT SURVEY CONTROL
 MJ1096  ___________________________________________________________________
 MJ1096* NAD 83(1996)-  41 12 09.47921(N)    094 24 59.08727(W)     ADJUSTED  
 MJ1096* NAVD 88     -                                                        
 MJ1096  ___________________________________________________________________
 MJ1096  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 MJ1096  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 MJ1096
 MJ1096  HORZ ORDER  -  THIRD
 MJ1096
 MJ1096.The horizontal coordinates were established by classical geodetic methods
 MJ1096.and adjusted by the National Geodetic Survey in May 1999..
 MJ1096
 MJ1096
 MJ1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1096
 MJ1096.The geoid height was determined by GEOID03.
 MJ1096
 MJ1096;                    North         East     Units Scale Factor Converg.
 MJ1096;SPC IA S     -   133,955.531   423,139.419   MT  0.99994837   -0 36 13.1
 MJ1096;UTM  15      - 4,562,218.716   381,241.433   MT  0.99977358   -0 55 59.3
 MJ1096
 MJ1096                          SUPERSEDED SURVEY CONTROL
 MJ1096
 MJ1096  NAD 83(1986)-  41 12 09.47765(N)    094 24 59.11490(W) AD(       ) 4
 MJ1096  NAD 27      -  41 12 09.51800(N)    094 24 58.25100(W) AD(       ) 3
 MJ1096
 MJ1096.Superseded values are not recommended for survey control.
 MJ1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1096.See file dsdata.txt to determine how the superseded data were derived.
 MJ1096
 MJ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF8124162219(NAD 83)
 MJ1096
 MJ1096  HISTORY     - Date     Condition        Report By
 MJ1096  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1096
 MJ1096                          STATION DESCRIPTION
 MJ1096
 MJ1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1096'THIS STATION IS THE LIGHT ON THE NW CORNER OF THE JOHNSON AND
 MJ1096'TUTTLE ELEVATOR COMPANY ELEVATOR, IN THE VILLAGE OF ORIENT, IOWA.
 MJ1096'THE ELEVATOR IS LOCATED IN THE CENTRAL PART OF THE VILLAGE ON THE
 MJ1096'RIGHT-OF-WAY CHICAGO, BURLINGTON AND QUINCY RAILROAD.  THE NW
 MJ1096'CORNER IS ABOUT 64 FEET E OF THE CENTER LINE OF MAIN STREET AND
 MJ1096'ABOUT 60 FEET S OF THE S RAIL OF THE CHICAGO, BURLINGTON AND
 MJ1096'QUINCY RAILROAD.  THE ELEVATOR ITSELF IS NOT ESPECIALLY
 MJ1096'PROMINENT, BUT THE LIGHT MAY BE SEEN FOR A CONSIDERABLE DISTANCE
 MJ1096'AT NIGHT.  THE ELEVATOR WAS ERECTED IN 1919.  IT IS IN SE 1/4
 MJ1096'SECTION 16, T 74 N, R 31 W.
 MJ1096'
 MJ1096'THE ELEVATOR ON WHICH THE LIGHT IS PLACED IS A WHITE CONCRETE
 MJ1096'STRUCTURE, CONSISTING OF FOUR 50-FOOT CYLINDERS SET IN A STRAIGHT
 MJ1096'LINE AND FASTENED TOGETHER BY CONCRETE SECTIONS.  AT THE TOP
 MJ1096'OF THE CYLINDERS THERE IS A RECTANGULAR STRUCTURE WITH WINDOWS
 MJ1096'PLACED AT IRREGULAR INTERVALS.  THIS STRUCTURE IS ABOUT 20 FEET
 MJ1096'HIGH AND THE LIGHT, WHICH IS THE STATION, IS AT THE TOP AND AT
 MJ1096'THE NW CORNER.  THE TOTAL HEIGHT OF THE LIGHT IS ABOUT 70 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0893 ***********************************************************************
 OO0893  DESIGNATION -  ORLEANS
 OO0893  PID         -  OO0893
 OO0893  STATE/COUNTY-  IA/WINNESHIEK
 OO0893  USGS QUAD   -  CRESCO NE (1981)
 OO0893
 OO0893                         *CURRENT SURVEY CONTROL
 OO0893  ___________________________________________________________________
 OO0893* NAD 83(1996)-  43 23 00.17535(N)    092 00 57.47181(W)     ADJUSTED  
 OO0893* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 OO0893  ___________________________________________________________________
 OO0893  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 OO0893  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 OO0893
 OO0893  HORZ ORDER  -  THIRD
 OO0893
 OO0893.The horizontal coordinates were established by classical geodetic methods
 OO0893.and adjusted by the National Geodetic Survey in May 1999..
 OO0893
 OO0893.The orthometric height was scaled from a topographic map.
 OO0893
 OO0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0893
 OO0893.The geoid height was determined by GEOID03.
 OO0893
 OO0893;                    North         East     Units Scale Factor Converg.
 OO0893;SPC IA N     - 1,210,264.653 1,620,251.266   MT  1.00002342   +1 00 20.9
 OO0893;UTM  15      - 4,803,860.321   579,706.874   MT  0.99967815   +0 40 33.4
 OO0893
 OO0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0893!SPC IA N     -   0.99994624  x   1.00002342  =   0.99996966
 OO0893!UTM  15      -   0.99994624  x   0.99967815  =   0.99962441
 OO0893
 OO0893:                Primary Azimuth Mark                     Grid Az
 OO0893:SPC IA N     -  PLYMOUTH ROCK ST AGNES CH                026 27 12.7
 OO0893:UTM  15      -  PLYMOUTH ROCK ST AGNES CH                026 47 00.2
 OO0893
 OO0893|---------------------------------------------------------------------|
 OO0893| PID    Reference Object                     Distance      Geod. Az  |
 OO0893|                                                           dddmmss.s |
 OO0893| ON0911 PLYMOUTH ROCK ST AGNES CH           APPROX. 9.2 KM 0272733.6 |
 OO0893| CI6064 ORLEANS AZ MK                                      0684512.4 |
 OO0893| CI6065 ORLEANS AZ MK 2                                    0691601.8 |
 OO0893| CI6066 ORLEANS RM 1                         11.704 METERS 09057     |
 OO0893| ON0905 ORLEANS LUTHERAN CHURCH SPIRE       APPROX. 2.9 KM 1300826.0 |
 OO0893| CI6067 ORLEANS RM 2                         11.171 METERS 18243     |
 OO0893| OO0902 CRESCO MUNICIPAL TANK               APPROX. 8.5 KM 2611158.2 |
 OO0893| OO0904 CRESCO ST JOSEPH CATH CH SPIRE      APPROX. 8.0 KM 2613952.9 |
 OO0893| OO0897 CRESCO RAD STA KAB 264 MAST         APPROX. 8.2 KM 2621620.1 |
 OO0893|---------------------------------------------------------------------|
 OO0893
 OO0893                          SUPERSEDED SURVEY CONTROL
 OO0893
 OO0893  NAD 83(1996)-  43 23 00.17534(N)    092 00 57.47180(W) AD(       ) 3
 OO0893  NAD 83(1986)-  43 23 00.16826(N)    092 00 57.47098(W) AD(       ) 3
 OO0893  NAD 27      -  43 23 00.29130(N)    092 00 56.88400(W) AD(       ) 3
 OO0893
 OO0893.Superseded values are not recommended for survey control.
 OO0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0893.See file dsdata.txt to determine how the superseded data were derived.
 OO0893
 OO0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7970703860(NAD 83)
 OO0893_MARKER: DS = TRIANGULATION STATION DISK
 OO0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0893
 OO0893  HISTORY     - Date     Condition        Report By
 OO0893  HISTORY     - 1961     MONUMENTED       CGS
 OO0893  HISTORY     - 1970     GOOD             NGS
 OO0893
 OO0893                          STATION DESCRIPTION
 OO0893
 OO0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 OO0893'THE STATION IS ABOUT 6 MILES NORTH OF RIDGEWAY, ABOUT 5-1/2
 OO0893'MILES EAST OF CRESCO, IN THE NORTHEAST 1/4 OF SEC. 22, T. 99 N.,
 OO0893'R. 10 W., AND ON THE PROPERTY OF MR. VAGTS.  IT IS 236 FEET
 OO0893'SOUTH OF THE SOUTHEAST CORNER OF THE SOUTH BARN, 39 FEET WEST
 OO0893'OF A WIRE FENCE, 5 FEET SOUTHEAST OF A SOUTH GATE POST, 4
 OO0893'FEET EAST OF A WIRE FENCE, AND 4 FEET SOUTHEAST OF A WITNESS
 OO0893'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ORLEANS
 OO0893'1961.
 OO0893'
 OO0893'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 139 ABOUT
 OO0893'2 MILES EAST OF CRESCO, GO EAST ON A BLACK TOP ROAD FOR 2.1
 OO0893'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED
 OO0893'ROAD FOR 1.0 MILES TO A T-ROAD.  TURN RIGHT AND GO EAST ON A
 OO0893'GRAVELED ROAD FOR 1.1 MILE TO A DRIVEWAY ON THE RIGHT.* TURN
 OO0893'RIGHT AND GO SOUTH ON THE DRIVEWAY FOR 0.1 MILE, PASSING TO
 OO0893'THE EAST SIDE OF MR. VAGTS HOUSE, TO THE SOUTHEAST CORNER OF
 OO0893'THE SOUTH BARN AND A GATE.  PASS THROUGH THE GATE AND CONTINUE
 OO0893'SOUTH ON A FARM LANE FOR 0.05 MILE TO A GATE ON THE RIGHT AND
 OO0893'THE STATION ON THE RIGHT.
 OO0893'
 OO0893'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON A
 OO0893'GRAVELED ROAD FOR 0.35 MILE TO A FIELD ENTRANCE ON THE RIGHT
 OO0893'AND THE AZIMUTH MARK ON THE RIGHT.
 OO0893'
 OO0893'REFERENCE MARK 1 IS 42 FEET EAST OF THE WITNESS POST, AND 1
 OO0893'FOOT WEST OF THE WIRE FENCE.  THE MONUMENT IS FLUSH AND THE
 OO0893'DISK IS STAMPED ORLEANS NO 1 1961.
 OO0893'
 OO0893'REFERENCE MARK 2 IS 38 FEET SOUTH OF THE WITNESS POST, AND 1 FOOT
 OO0893'EAST OF THE WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 OO0893'STAMPED ORLEANS NO 2 1961.
 OO0893'
 OO0893'THE AZIMUTH MARK IS 57 FEET EAST OF THE EAST GATE POST OF A FIELD
 OO0893'ENTRANCE, 33 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD,
 OO0893'3 FEET NORTH OF A POWER POLE, 2 FEET WEST OF A WITNESS POST,
 OO0893'AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 3
 OO0893'INCHES AND THE DISK IS STAMPED ORLEANS 1961.
 OO0893'
 OO0893'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OO0893
 OO0893                          STATION RECOVERY (1970)
 OO0893
 OO0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OO0893'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 OO0893'NO. 2 WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 OO0893'GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED AND FOUND IN
 OO0893'GOOD CONDITION AND WAS MOVED AT THE REQUEST OF THE COUNTY
 OO0893'ENGINEER SINCE IT IS SITUATED ON AN APPROACH THAT WILL BE
 OO0893'REMOVED.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 OO0893'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE
 OO0893'VERIFIED.  THE ANGLE BETWEEN THE CRESCO, MUNICIPAL WATER TANK,
 OO0893'1934 AND THE AZIMUTH MARK CHECKED BY +6.1 SECONDS.
 OO0893'
 OO0893'A NEW AZIMUTH MARK WAS SET AND A DESCRIPTION FOR THE MARK
 OO0893'FOLLOWS.
 OO0893'
 OO0893'AZIMUTH MARK, A STANDARD DISK STAMPED ORLEANS 1961 1970, IS
 OO0893'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 OO0893'THE SURFACE OF THE GROUND.  IT IS 50.5 FEET SOUTH OF THE CENTER
 OO0893'OF A GRAVELED ROAD, 2.5 FEET NORTHWEST OF A POWERLINE POLE,
 OO0893'1 FOOT NORTH OF AN EAST-WEST FENCE, AND 1 FOOT WEST OF A METAL
 OO0893'WITNESS POST.
 OO0893'
 OO0893'TO REACH THE AZIMUTH MARK FROM THE FARM HOUSE NORTH OF THE STATION,
 OO0893'GO EAST ON A GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK
 OO0893'ON THE RIGHT.
 OO0893'
 OO0893'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2
 OO0893'MILES EAST OF CRESCO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0905 ***********************************************************************
 ON0905  DESIGNATION -  ORLEANS LUTHERAN CHURCH SPIRE
 ON0905  PID         -  ON0905
 ON0905  STATE/COUNTY-  IA/WINNESHIEK
 ON0905  USGS QUAD   -  RIDGEWAY (1981)
 ON0905
 ON0905                         *CURRENT SURVEY CONTROL
 ON0905  ___________________________________________________________________
 ON0905* NAD 83(1996)-  43 22 00.35375(N)    091 59 20.25605(W)     ADJUSTED  
 ON0905* NAVD 88     -                                                        
 ON0905  ___________________________________________________________________
 ON0905  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 ON0905  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 ON0905
 ON0905  HORZ ORDER  -  THIRD
 ON0905
 ON0905.The horizontal coordinates were established by classical geodetic methods
 ON0905.and adjusted by the National Geodetic Survey in May 1999..
 ON0905
 ON0905
 ON0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0905
 ON0905.The geoid height was determined by GEOID03.
 ON0905
 ON0905;                    North         East     Units Scale Factor Converg.
 ON0905;SPC IA N     - 1,208,457.508 1,622,472.194   MT  1.00001983   +1 01 26.8
 ON0905;SPC MN S     -   142,759.030   963,005.938   MT  1.00011623   +1 24 34.5
 ON0905;UTM  15      - 4,802,041.042   581,916.608   MT  0.99968254   +0 41 39.4
 ON0905
 ON0905                          SUPERSEDED SURVEY CONTROL
 ON0905
 ON0905  NAD 83(1996)-  43 22 00.35374(N)    091 59 20.25603(W) AD(       ) 4
 ON0905  NAD 83(1986)-  43 22 00.34646(N)    091 59 20.25511(W) AD(       ) 4
 ON0905  NAD 27      -  43 22 00.47000(N)    091 59 19.67200(W) AD(       ) 3
 ON0905
 ON0905.Superseded values are not recommended for survey control.
 ON0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0905.See file dsdata.txt to determine how the superseded data were derived.
 ON0905
 ON0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8191702041(NAD 83)
 ON0905_MARKER: 90 = CHURCH SPIRE
 ON0905
 ON0905  HISTORY     - Date     Condition        Report By
 ON0905  HISTORY     - 1934     FIRST OBSERVED   CGS
 ON0905  HISTORY     - 1961     GOOD             CGS
 ON0905
 ON0905                          STATION DESCRIPTION
 ON0905
 ON0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 ON0905'STATION IS THE TIP OF SPIRE WHICH SURMOUNTS A WHITE WOODEN
 ON0905'BELFRY ON THE ORLEANS LUTHERAN CHURCH.  THE SPIRE IS WHITE
 ON0905'WITH CROSS ON TOP, AND RISES ABOUT 90 FEET ABOVE THE GROUND.
 ON0905'IT IS AT THE NW CORNER OF CHURCH, AND WAS ERECTED IN 1913.
 ON0905'THE CHURCH IS 6 MILES DUE E OF CRESCO AND 0.25 MILE S.
 ON0905
 ON0905                          STATION RECOVERY (1961)
 ON0905
 ON0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0905'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0521 ***********************************************************************
 MH0521  DESIGNATION -  ORPHAN
 MH0521  PID         -  MH0521
 MH0521  STATE/COUNTY-  IA/WAPELLO
 MH0521  USGS QUAD   -  HEDRICK (1980)
 MH0521
 MH0521                         *CURRENT SURVEY CONTROL
 MH0521  ___________________________________________________________________
 MH0521* NAD 83(1996)-  41 08 54.43231(N)    092 19 58.95406(W)     ADJUSTED  
 MH0521* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 MH0521  ___________________________________________________________________
 MH0521  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 MH0521  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 MH0521
 MH0521  HORZ ORDER  -  SECOND
 MH0521
 MH0521.The horizontal coordinates were established by classical geodetic methods
 MH0521.and adjusted by the National Geodetic Survey in May 1999..
 MH0521
 MH0521.The orthometric height was scaled from a topographic map.
 MH0521
 MH0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0521
 MH0521.The geoid height was determined by GEOID03.
 MH0521
 MH0521;                    North         East     Units Scale Factor Converg.
 MH0521;SPC IA S     -   128,190.981   597,953.582   MT  0.99994879   +0 46 07.2
 MH0521;UTM  15      - 4,555,451.359   555,966.251   MT  0.99963855   +0 26 20.0
 MH0521
 MH0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0521!SPC IA S     -   0.99996636  x   0.99994879  =   0.99991515
 MH0521!UTM  15      -   0.99996636  x   0.99963855  =   0.99960492
 MH0521
 MH0521:                Primary Azimuth Mark                     Grid Az
 MH0521:SPC IA S     -  HEDRICK MUNICIPAL TANK                   035 51 02.6
 MH0521:UTM  15      -  HEDRICK MUNICIPAL TANK                   036 10 49.8
 MH0521
 MH0521|---------------------------------------------------------------------|
 MH0521| PID    Reference Object                     Distance      Geod. Az  |
 MH0521|                                                           dddmmss.s |
 MH0521| MH0520 HEDRICK MUNICIPAL TANK              APPROX. 3.3 KM 0363709.8 |
 MH0521| CL9170 ORPHAN AZ MK                                       0924607.3 |
 MH0521| CL9171 ORPHAN RM 1                          15.681 METERS 09646     |
 MH0521| MH0089 W 86                                 45.546 METERS 21600     |
 MH0521|---------------------------------------------------------------------|
 MH0521
 MH0521                          SUPERSEDED SURVEY CONTROL
 MH0521
 MH0521  NAD 83(1986)-  41 08 54.43737(N)    092 19 58.96664(W) AD(       ) 2
 MH0521  NAD 27      -  41 08 54.38820(N)    092 19 58.29630(W) AD(       ) 2
 MH0521
 MH0521.Superseded values are not recommended for survey control.
 MH0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0521.See file dsdata.txt to determine how the superseded data were derived.
 MH0521
 MH0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF5596655451(NAD 83)
 MH0521_MARKER: DS = TRIANGULATION STATION DISK
 MH0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0521
 MH0521  HISTORY     - Date     Condition        Report By
 MH0521  HISTORY     - 1956     MONUMENTED       CGS
 MH0521
 MH0521                          STATION DESCRIPTION
 MH0521
 MH0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0521'STATION IS ABOUT 2.0 MILES SOUTHWEST OF HEDRICK, AND ABOUT
 MH0521'7.0 MILES SOUTHEAST OF FREMONT, IN SECTION 2, T. 73 N., R. 13
 MH0521'W., ON THE RIGHT-OF-WAY OF THE CHICAGO, MILWAUKEE AND ST.
 MH0521'PAUL RAILROAD.
 MH0521'
 MH0521'TO REACH FROM HEDRICK, GO SOUTH FROM POST OFFICE ON THE MAIN
 MH0521'STREET FOR 0.6 MILE TO A T-ROAD.  TURN RIGHT AND FOLLOW GRAVEL
 MH0521'ROAD WEST FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 MH0521'FOLLOW GRAVEL ROAD SOUTH FOR 1.0 MILE TO CROSSROADS.  TURN
 MH0521'RIGHT HERE AND FOLLOW GRAVEL AND DIRT ROAD WEST FOR 0.65
 MH0521'MILE TO AZIMUTH MARK ON THE RIGHT, 23 FEET NORTH OF THE CENTER
 MH0521'OF THE ROAD.  CONTINUE WEST FOR 0.3 MILE TO RAILROAD CROSSING
 MH0521'AND STATION MARK ON THE RIGHT, 98 FEET NORTH OF THE
 MH0521'INTERSECTION OF THE RAILROAD AND ROAD.
 MH0521'
 MH0521'STATION MARK, A STANDARD DISK STAMPED ORPHAN 1956, IS SET
 MH0521'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4
 MH0521'INCHES.  IT IS ON THE WEST SIDE OF THE RAILROAD RIGHT-OF-WAY,
 MH0521'58 FEET NORTHWEST OF A TELEGRAPH POLE, 19 FEET WEST OF WEST
 MH0521'RAIL OF RAILROAD TRACK, AND 3-1/2 FEET EAST OF NORTH-SOUTH
 MH0521'FENCE.  A STANDARD WITNESS POST WAS SET 3-1/2 FEET WEST OF
 MH0521'THE MARK.  THE STATION UNDERGROUND MARK IS SET IN AN IRREGULAR
 MH0521'MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 MH0521'
 MH0521'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ORPHAN NO 1 1956,
 MH0521'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 MH0521'ABOUT 5 INCHES.  IT IS ON THE EAST SIDE OF THE RAILROAD
 MH0521'RIGHT-OF-WAY, 69 FEET NORTH OF A TELEGRAPH POLE, 21 FEET
 MH0521'EAST OF EAST RAIL OF RAILROAD TRACK, AND 1-1/2 FEET WEST OF
 MH0521'THE NORTH-SOUTH FENCE.
 MH0521'
 MH0521'REFERENCE MARK NO. 2, A U.S. COAST AND GEODETIC SURVEY BENCH
 MH0521'MARK DISK STAMPED W 86 1934, IS SET IN THE TOP OF A SQUARE
 MH0521'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.  IT IS IN THE
 MH0521'SOUTHWEST ANGLE OF THE INTERSECTION OF THE GRAVEL ROAD AND
 MH0521'RAILROAD, 57 FEET SOUTHWEST OF INTERSECTION, 19 FEET WEST
 MH0521'OF WEST RAIL OF RAILROAD TRACK, AND 7 FEET EAST-SOUTHEAST OF
 MH0521'NORTHEAST FENCE CORNER.
 MH0521'
 MH0521'AZIMUTH MARK, A STANDARD DISK STAMPED ORPHAN 1956, IS SET
 MH0521'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 MH0521'6 INCHES.  IT IS 1 FOOT WEST OF A POWER LINE POLE, AND 1 FOOT
 MH0521'NORTH OF AN EAST-WEST FENCE.  A STANDARD WITNESS POST WAS
 MH0521'SET 2 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1005 ***********************************************************************
 OO1005  DESIGNATION -  OSAGE
 OO1005  PID         -  OO1005
 OO1005  STATE/COUNTY-  IA/MITCHELL
 OO1005  USGS QUAD   -  OSAGE (1972)
 OO1005
 OO1005                         *CURRENT SURVEY CONTROL
 OO1005  ___________________________________________________________________
 OO1005* NAD 83(1996)-  43 17 10.35965(N)    092 49 06.33867(W)     ADJUSTED  
 OO1005* NAVD 88     -       404.9    (meters)    1328.     (feet)  VERTCON   
 OO1005  ___________________________________________________________________
 OO1005  LAPLACE CORR-          -7.40  (seconds)                    DEFLEC99
 OO1005  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 OO1005
 OO1005  HORZ ORDER  -  SECOND
 OO1005
 OO1005.The horizontal coordinates were established by classical geodetic methods
 OO1005.and adjusted by the National Geodetic Survey in May 1999..
 OO1005
 OO1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1005
 OO1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1005
 OO1005.The geoid height was determined by GEOID03.
 OO1005
 OO1005;                    North         East     Units Scale Factor Converg.
 OO1005;SPC IA N     - 1,198,636.371 1,555,317.038   MT  1.00000363   +0 27 43.0
 OO1005;UTM  15      - 4,792,614.844   514,730.806   MT  0.99960267   +0 07 28.2
 OO1005
 OO1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1005!SPC IA N     -   0.99994123  x   1.00000363  =   0.99994486
 OO1005!UTM  15      -   0.99994123  x   0.99960267  =   0.99954392
 OO1005
 OO1005:                Primary Azimuth Mark                     Grid Az
 OO1005:SPC IA N     -  OSAGE S MUN TANK                         163 08 13.0
 OO1005:UTM  15      -  OSAGE S MUN TANK                         163 28 27.8
 OO1005
 OO1005|---------------------------------------------------------------------|
 OO1005| PID    Reference Object                     Distance      Geod. Az  |
 OO1005|                                                           dddmmss.s |
 OO1005| OO1004 OSAGE S MUN TANK                    APPROX. 0.8 KM 1633556.0 |
 OO1005|---------------------------------------------------------------------|
 OO1005
 OO1005                          SUPERSEDED SURVEY CONTROL
 OO1005
 OO1005  NAD 83(1996)-  43 17 10.35966(N)    092 49 06.33866(W) AD(       ) 2
 OO1005  NAD 83(1986)-  43 17 10.35194(N)    092 49 06.33567(W) AD(       ) 2
 OO1005  NAD 27      -  43 17 10.47072(N)    092 49 05.66187(W) AD(       ) 2
 OO1005  NGVD 29 (07/19/86)  404.9    (m)         1328.     (f) VERT ANG       
 OO1005
 OO1005.Superseded values are not recommended for survey control.
 OO1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1005.See file dsdata.txt to determine how the superseded data were derived.
 OO1005
 OO1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1473192615(NAD 83)
 OO1005_MARKER: DD = SURVEY DISK
 OO1005_SETTING: 0 = UNSPECIFIED SETTING
 OO1005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1005
 OO1005  HISTORY     - Date     Condition        Report By
 OO1005  HISTORY     - 1969     MONUMENTED       USGS
 OO1005
 OO1005                          STATION DESCRIPTION
 OO1005
 OO1005'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JLC)
 OO1005'THE STATION IS LOCATED IN THE TOWN OF OSAGE, AND ON TOP OF
 OO1005'THE CONCRETE HEADHOUSE OF THE OSAGE CO OPERATIVE GRAIN ELEVATOR.
 OO1005'
 OO1005'THE STATION WAS ORIGINALLY ESTABLISHED BY THE U.S. GEOLOGICAL
 OO1005'SURVEY IN 1969.  NO REFERENCE MARKS OR AZIMUTH MARK WERE SET.
 OO1005'THE STATION WAS NOT OCCUPIED AT THIS TIME BUT WAS TRAVERSED
 OO1005'FROM TRAVERSE STATION OSAGE, THE DISTANCE ABOVE IS REDUCED TO
 OO1005'SEA LEVEL.
 OO1005'
 OO1005'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 218 AND STATE
 OO1005'HIGHWAY 9 IN OSAGE, GO WEST ON MAIN STREET FOR ABOUT 0.4 MILE
 OO1005'TO THE JUNCTION OF WEST MAIN STREET AND 3RD STREET.  TURN RIGHT
 OO1005'AND GO NORTH FOR TWO BLOCKS TO THE OSAGE CO OPERATIVE ELEVATOR
 OO1005'ON THE LEFT AND THE STATION AS DESCRIBED.
 OO1005'
 OO1005'STATION MARK, A STANDARD GEOLOGICAL DISK STAMPED ET OSAGE 1969,
 OO1005'IS CEMENTED INTO THE CONCRETE HEADHOUSE ROOF.  IT IS 16.3 FEET
 OO1005'WEST OF THE EAST EDGE, AND 10 FEET NORTH OF THE SOUTH EDGE OF
 OO1005'THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1008 ***********************************************************************
 OO1008  DESIGNATION -  OSAGE
 OO1008  PID         -  OO1008
 OO1008  STATE/COUNTY-  IA/MITCHELL
 OO1008  USGS QUAD   -  OSAGE (1972)
 OO1008
 OO1008                         *CURRENT SURVEY CONTROL
 OO1008  ___________________________________________________________________
 OO1008* NAD 83(1996)-  43 16 58.34821(N)    092 48 51.79434(W)     ADJUSTED  
 OO1008* NAVD 88     -       357.30   (+/-2cm)    1172.2    (feet)  VERTCON   
 OO1008  ___________________________________________________________________
 OO1008  LAPLACE CORR-          -7.26  (seconds)                    DEFLEC99
 OO1008  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 OO1008
 OO1008  HORZ ORDER  -  FIRST
 OO1008  VERT ORDER  -  THIRD ? (See Below)
 OO1008
 OO1008.The horizontal coordinates were established by classical geodetic methods
 OO1008.and adjusted by the National Geodetic Survey in May 1999..
 OO1008
 OO1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1008.The vertical order pertains to the NGVD 29 superseded value.
 OO1008
 OO1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1008
 OO1008.The geoid height was determined by GEOID03.
 OO1008
 OO1008;                    North         East     Units Scale Factor Converg.
 OO1008;SPC IA N     - 1,198,268.352 1,555,647.935   MT  1.00000300   +0 27 52.8
 OO1008;UTM  15      - 4,792,245.032   515,059.398   MT  0.99960279   +0 07 38.1
 OO1008
 OO1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1008!SPC IA N     -   0.99994870  x   1.00000300  =   0.99995170
 OO1008!UTM  15      -   0.99994870  x   0.99960279  =   0.99955151
 OO1008
 OO1008|---------------------------------------------------------------------|
 OO1008| PID    Reference Object                     Distance      Geod. Az  |
 OO1008|                                                           dddmmss.s |
 OO1008| OO1007 OSAGE N MUN TANK                    283.468 METERS 08201     |
 OO1008| OO0951 DISHINGER                           APPROX.18.8 KM 0842936.3 |
 OO1008| CI6075 OSAGE RM 2                                         09218     |
 OO1008| CI6074 OSAGE RM 1                           29.190 METERS 13218     |
 OO1008| OO0270 J 40                                 72.930 METERS 18532     |
 OO1008| OO1004 OSAGE S MUN TANK                    445.603 METERS 1914220.1 |
 OO1008| OO1128 GRAFTON MUN TANK                    APPROX.21.5 KM 2835311.6 |
 OO1008| OO1009 ST ANSGAR TV STA KGLO MAST          APPROX.10.0 KM 3511422.3 |
 OO1008|---------------------------------------------------------------------|
 OO1008
 OO1008                          SUPERSEDED SURVEY CONTROL
 OO1008
 OO1008  NAD 83(1996)-  43 16 58.34822(N)    092 48 51.79433(W) AD(       ) 1
 OO1008  NAD 83(1986)-  43 16 58.34048(N)    092 48 51.79127(W) AD(       ) 1
 OO1008  NAD 27      -  43 16 58.45883(N)    092 48 51.11764(W) AD(       ) 1
 OO1008  NGVD 29 (07/19/86)  357.29   (m)         1172.2    (f) LEVELING    3  
 OO1008
 OO1008.Superseded values are not recommended for survey control.
 OO1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1008.See file dsdata.txt to determine how the superseded data were derived.
 OO1008
 OO1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1505992245(NAD 83)
 OO1008_MARKER: DS = TRIANGULATION STATION DISK
 OO1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1008_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1008
 OO1008  HISTORY     - Date     Condition        Report By
 OO1008  HISTORY     - 1971     MONUMENTED       NGS
 OO1008
 OO1008                          STATION DESCRIPTION
 OO1008
 OO1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1008'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE LAWN
 OO1008'FOR THE MITCHELL COUNTY COURTHOUSE IN OSAGE.
 OO1008'
 OO1008'STATION MARKS ARE STANDARD DISKS STAMPED OSAGE 1971.  THE
 OO1008'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1008'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 97 FEET NORTHWEST
 OO1008'OF THE NORTHWEST CORNER OF THE PORCH OF THE COURTHOUSE, 67
 OO1008'FEET EAST OF THE CENTER OF SOUTH 5TH STREET, 64 FEET SOUTH OF THE
 OO1008'CENTER OF STATE STREET AND 40 FEET SOUTHEAST OF A 16-INCH MAPLE
 OO1008'TREE AT THE NORTHWEST EDGE OF THE COURTHOUSE SQUARE.  THE
 OO1008'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OO1008'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 OO1008'
 OO1008'REFERENCE MARK 1, A STANDARD DISK STAMPED OSAGE NO 1 1971, IS
 OO1008'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 OO1008'WITH THE GROUND SURFACE.  IT IS 24.5 FEET WEST OF THE NORTH
 OO1008'ENTRANCE TO THE COURTHOUSE AND 1.5 FEET NORTHEAST OF THE NORTHWEST
 OO1008'CORNER OF THE PORCH AT THE NORTH ENTRANCE TO THE COURTHOUSE.
 OO1008'
 OO1008'REFERENCE MARK 2, A STANDARD DISK STAMPED OSAGE NO 2 1971,
 OO1008'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1008'FLUSH WITH THE GROUND SURFACE.  IT IS 82 FEET SOUTH OF THE
 OO1008'CENTER OF STATE STREET, 56.5 FEET NORTHEAST OF THE NORTHEAST
 OO1008'CORNER OF THE COUNTY SHERIFFS OFFICE, 22.5 FEET WEST OF THE
 OO1008'CENTER OF SOUTH 6TH STREET AND SET IN THE CENTER OF THE GRASSY
 OO1008'AREA BETWEEN THE CURB OF THE STREET AND SIDEWALK.
 OO1008'
 OO1008'TO REACH REFERENCE MARK 2 FROM THE STATION, GO EAST ON STATE
 OO1008'STREET FOR 0.05 MILE TO A CROSS-STREET.  TURN RIGHT AND GO
 OO1008'SOUTH ON SOUTH 6TH STREET FOR ABOUT 80 FEET TO THE MARK ON THE
 OO1008'RIGHT.
 OO1008'
 OO1008'BM J 40, A STANDARD BENCH MARK DISK STAMPED J 40 1934, IS SET
 OO1008'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 OO1008'INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET NORTH OF THE
 OO1008'CENTER OF PLEASANT STREET, 41 FEET EAST OF THE CENTER OF SOUTH
 OO1008'5TH STREET AND 12 FEET SOUTHEAST OF A 30-INCH MAPLE TREE AT
 OO1008'THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE.
 OO1008'
 OO1008'NOTE--NO MEASUREMENT BETWEEN REFERENCE MARK 1 AND BM J 40,
 OO1008'COURTHOUSE ON LINE.
 OO1008'
 OO1008'HEIGHT OF LIGHT ABOVE STATION MARK 33.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1007 ***********************************************************************
 OO1007  DESIGNATION -  OSAGE N MUN TANK
 OO1007  PID         -  OO1007
 OO1007  STATE/COUNTY-  IA/MITCHELL
 OO1007  USGS QUAD   -  OSAGE (1972)
 OO1007
 OO1007                         *CURRENT SURVEY CONTROL
 OO1007  ___________________________________________________________________
 OO1007* NAD 83(1996)-  43 16 59.62291(N)    092 48 39.34313(W)     ADJUSTED  
 OO1007* NAVD 88     -       392.     (meters)    1286.     (feet)  VERTCON   
 OO1007  ___________________________________________________________________
 OO1007  LAPLACE CORR-          -7.15  (seconds)                    DEFLEC99
 OO1007  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 OO1007
 OO1007  HORZ ORDER  -  THIRD
 OO1007
 OO1007.The horizontal coordinates were established by classical geodetic methods
 OO1007.and adjusted by the National Geodetic Survey in May 1999..
 OO1007
 OO1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1007
 OO1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1007
 OO1007.The geoid height was determined by GEOID03.
 OO1007
 OO1007;                    North         East     Units Scale Factor Converg.
 OO1007;SPC IA N     - 1,198,309.972 1,555,928.332   MT  1.00000307   +0 28 01.3
 OO1007;UTM  15      - 4,792,284.983   515,339.923   MT  0.99960289   +0 07 46.7
 OO1007
 OO1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1007!SPC IA N     -   0.99994326  x   1.00000307  =   0.99994632
 OO1007!UTM  15      -   0.99994326  x   0.99960289  =   0.99954617
 OO1007
 OO1007                          SUPERSEDED SURVEY CONTROL
 OO1007
 OO1007  NAD 83(1996)-  43 16 59.62292(N)    092 48 39.34313(W) AD(       ) 4
 OO1007  NAD 83(1986)-  43 16 59.61510(N)    092 48 39.34064(W) AD(       ) 4
 OO1007  NAD 27      -  43 16 59.73350(N)    092 48 38.66629(W) AD(       ) 3
 OO1007  NGVD 29 (07/19/86)  392.     (m)         1286.     (f) VERT ANG       
 OO1007
 OO1007.Superseded values are not recommended for survey control.
 OO1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1007.See file dsdata.txt to determine how the superseded data were derived.
 OO1007
 OO1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1534092285(NAD 83)
 OO1007_MARKER: 53 = ELEVATED TANK
 OO1007
 OO1007  HISTORY     - Date     Condition        Report By
 OO1007  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1007
 OO1007                          STATION DESCRIPTION
 OO1007
 OO1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1007'OSAGE MUNICIPAL TANK IS LOCATED IN THE NORTHEAST ANGLE OF THE
 OO1007'INTERSECTION OF SOUTH 7TH STREET AND STATE STREET IN OSAGE.
 OO1007'
 OO1007'THE TANK HAS A RED CONICAL ROOF, SILVER HEMISPHERICAL BOTTOM,
 OO1007'SUPPORTED BY 4 LACED CHANNEL COLUMN LEGS.  IT HAS THE LEGEND OSAGE
 OO1007'IN BLACK ON THE NORTH AND SOUTH SIDES OF THE TANK AND HAS AN
 OO1007'OVER-ALL HEIGHT OF ABOUT 125 FEET.
 OO1007'
 OO1007'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1004 ***********************************************************************
 OO1004  DESIGNATION -  OSAGE S MUN TANK
 OO1004  PID         -  OO1004
 OO1004  STATE/COUNTY-  IA/MITCHELL
 OO1004  USGS QUAD   -  OSAGE (1972)
 OO1004
 OO1004                         *CURRENT SURVEY CONTROL
 OO1004  ___________________________________________________________________
 OO1004* NAD 83(1996)-  43 16 44.20928(N)    092 48 55.80387(W)     ADJUSTED  
 OO1004* NAVD 88     -       399.     (meters)    1309.     (feet)  VERTCON   
 OO1004  ___________________________________________________________________
 OO1004  LAPLACE CORR-          -7.29  (seconds)                    DEFLEC99
 OO1004  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 OO1004
 OO1004  HORZ ORDER  -  THIRD
 OO1004
 OO1004.The horizontal coordinates were established by classical geodetic methods
 OO1004.and adjusted by the National Geodetic Survey in May 1999..
 OO1004
 OO1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1004
 OO1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1004
 OO1004.The geoid height was determined by GEOID03.
 OO1004
 OO1004;                    North         East     Units Scale Factor Converg.
 OO1004;SPC IA N     - 1,197,831.297 1,555,561.071   MT  1.00000227   +0 27 50.1
 OO1004;UTM  15      - 4,791,808.670   514,969.998   MT  0.99960276   +0 07 35.3
 OO1004
 OO1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1004!SPC IA N     -   0.99994216  x   1.00000227  =   0.99994443
 OO1004!UTM  15      -   0.99994216  x   0.99960276  =   0.99954494
 OO1004
 OO1004                          SUPERSEDED SURVEY CONTROL
 OO1004
 OO1004  NAD 83(1996)-  43 16 44.20930(N)    092 48 55.80386(W) AD(       ) 4
 OO1004  NAD 83(1986)-  43 16 44.20169(N)    092 48 55.80071(W) AD(       ) 4
 OO1004  NAD 27      -  43 16 44.32606(N)    092 48 55.12489(W) AD(       ) 3
 OO1004  NGVD 29 (07/19/86)  399.     (m)         1309.     (f) VERT ANG       
 OO1004
 OO1004.Superseded values are not recommended for survey control.
 OO1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1004.See file dsdata.txt to determine how the superseded data were derived.
 OO1004
 OO1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1497091809(NAD 83)
 OO1004_MARKER: 53 = ELEVATED TANK
 OO1004
 OO1004  HISTORY     - Date     Condition        Report By
 OO1004  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1004
 OO1004                          STATION DESCRIPTION
 OO1004
 OO1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1004'OSAGE SOUTH MUNICIPAL TANK IS LOCATED IN THE SOUTH EDGE OF
 OO1004'OSAGE AND IS OWNED BY THE CITY.
 OO1004'
 OO1004'TO REACH THE STATION FROM THE COURTHOUSE IN OSAGE, GO SOUTH ON
 OO1004'SOUTH 5TH STREET FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT AND
 OO1004'GO WEST ON PARK STREET FOR 0.05 MILE TO THE STATION ON THE LEFT.
 OO1004'
 OO1004'THE TANK IS A PEDESTAL SPHERE TYPE, GREEN IN COLOR AND HAS AN
 OO1004'OVER-ALL HEIGHT OF ABOUT 150 FEET.
 OO1004'
 OO1004'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1118 ***********************************************************************
 LF1118  DESIGNATION -  OSBORNE
 LF1118  PID         -  LF1118
 LF1118  STATE/COUNTY-  IA/MILLS
 LF1118  USGS QUAD   -  ROCK BLUFF (1984)
 LF1118
 LF1118                         *CURRENT SURVEY CONTROL
 LF1118  ___________________________________________________________________
 LF1118* NAD 83(1996)-  40 58 43.22175(N)    095 48 33.42768(W)     ADJUSTED  
 LF1118* NAVD 88     -       290.167  (meters)     951.99   (feet)  ADJUSTED  
 LF1118  ___________________________________________________________________
 LF1118  LAPLACE CORR-          -7.85  (seconds)                    DEFLEC99
 LF1118  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 LF1118  DYNAMIC HT  -         290.043 (meters)     951.58  (feet)  COMP
 LF1118  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 LF1118
 LF1118  HORZ ORDER  -  SECOND
 LF1118  VERT ORDER  -  SECOND    CLASS 0
 LF1118
 LF1118.The horizontal coordinates were established by classical geodetic methods
 LF1118.and adjusted by the National Geodetic Survey in May 1999..
 LF1118
 LF1118.The orthometric height was determined by differential leveling
 LF1118.and adjusted by the National Geodetic Survey in June 1991..
 LF1118
 LF1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1118
 LF1118.The geoid height was determined by GEOID03.
 LF1118
 LF1118.The dynamic height is computed by dividing the NAVD 88
 LF1118.geopotential number by the normal gravity value computed on the
 LF1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1118.degrees latitude (g = 980.6199 gals.).
 LF1118
 LF1118.The modeled gravity was interpolated from observed gravity values.
 LF1118
 LF1118;                    North         East     Units Scale Factor Converg.
 LF1118;SPC IA S     -   111,259.464   305,676.635   MT  0.99995585   -1 31 16.1
 LF1118;SPC NE       -   135,706.756   852,456.537   MT  0.99970064   +2 46 37.8
 LF1118;UTM  15      - 4,540,191.009   263,645.224   MT  1.00028761   -1 50 35.2
 LF1118
 LF1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1118!SPC IA S     -   0.99995883  x   0.99995585  =   0.99991468
 LF1118!SPC NE       -   0.99995883  x   0.99970064  =   0.99965948
 LF1118!UTM  15      -   0.99995883  x   1.00028761  =   1.00024643
 LF1118
 LF1118|---------------------------------------------------------------------|
 LF1118| PID    Reference Object                     Distance      Geod. Az  |
 LF1118|                                                           dddmmss.s |
 LF1118| LF1119 OSBORNE RM 1                         25.340 METERS 17427     |
 LF1118| LF1121 OSBORNE AZ MK                                      1780035.7 |
 LF1118| LF1120 OSBORNE RM 2                         32.836 METERS 26016     |
 LF1118|---------------------------------------------------------------------|
 LF1118
 LF1118                          SUPERSEDED SURVEY CONTROL
 LF1118
 LF1118  NAD 83(1996)-  40 58 43.22175(N)    095 48 33.42768(W) AD(       ) 2
 LF1118  NAD 83(1986)-  40 58 43.23058(N)    095 48 33.42442(W) AD(       ) 2
 LF1118  NAD 27      -  40 58 43.23000(N)    095 48 32.40000(W) AD(       ) 2
 LF1118  NGVD 29 (??/??/92)  290.074  (m)          951.68   (f) ADJ UNCH    2 0
 LF1118
 LF1118.Superseded values are not recommended for survey control.
 LF1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1118.See file dsdata.txt to determine how the superseded data were derived.
 LF1118
 LF1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6364540191(NAD 83)
 LF1118_MARKER: DS = TRIANGULATION STATION DISK
 LF1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1118_STAMPING: OSBORNE 1947
 LF1118_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1118+STABILITY: SURFACE MOTION
 LF1118
 LF1118  HISTORY     - Date     Condition        Report By
 LF1118  HISTORY     - 1947     MONUMENTED       CGS
 LF1118  HISTORY     - 1948     GOOD             NGS
 LF1118  HISTORY     - 1978     MARK NOT FOUND   NGS
 LF1118  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF1118
 LF1118                          STATION DESCRIPTION
 LF1118
 LF1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1118'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF PACIFIC JUNCTION
 LF1118'IN A FARMYARD ON WEST SIDE OF ROAD.  IT IS 29 FEET SOUTH OF
 LF1118'SOUTH GATE POST OF MAIN GATE, 26 FEET NORTH OF A TELEPHONE POLE
 LF1118'AND 21 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS SET FLUSH
 LF1118'WITH THE GROUND AND THE DISK IS STAMPED, OSBORNE 1947.
 LF1118'
 LF1118'REFERENCE MARK NO. 1 IS 83.13 FEET SOUTH OF THE STATION AND 1
 LF1118'FOOT WEST OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 LF1118'THE DISK IS STAMPED OSBORNE NO 1 1947.
 LF1118'
 LF1118'REFERENCE MARK NO. 2 IS 107.73 FEET WEST OF THE STATION AND 1.5
 LF1118'FEET NORTHEAST OF A SQUARE FENCE CORNER POST.  THE MARK IS SET
 LF1118'FLUSH WITH THE GROUND AND THE DISK IS STAMPED OSBORNE NO 1 1947.
 LF1118'
 LF1118'THE AZIMUTH MARK IS ABOUT 0.35 MILE SOUTH OF THE STATION, 29
 LF1118'FEET EAST OF THE APPROXIMATE CENTERLINE OF A HARD SURFACED ROAD,
 LF1118'2 FEET SOUTHEAST OF A WHITE WITNESS POST AND 1.8 FEET WEST OF A
 LF1118'FENCE CORNER POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 LF1118'DISK IS STAMPED.
 LF1118'
 LF1118'TO REACH THE STATION FROM THE POST OFFICE IN PACIFIC JUNCTION
 LF1118'GO WEST ON THE MAIN STREET FOR 0.25 MILE TO A T INTERSECTION,
 LF1118'TURN LEFT AND GO SOUTH FOR 1.25 MILES TO JUNCTION WITH U.S.
 LF1118'HIGHWAY 34, TURN RIGHT ON U.S. HIGHWAY 34 AND GO 0.25 MILE TO
 LF1118'CROSSROADS.  TURN LEFT HERE AND GO 1.65 MILES TO STATION ON
 LF1118'RIGHT AS DESCRIBED.  TO REACH AZIMUTH MARK CONTINUE SOUTH FOR
 LF1118'0.35 MILE TO MARK ON LEFT AS DESCRIBED.
 LF1118'
 LF1118'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LF1118
 LF1118                          STATION RECOVERY (1948)
 LF1118
 LF1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF1118'3.3 MI SW FROM PACIFIC JUNCTION.
 LF1118'1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1118'FROM THE STATION AT PACIFIC JUNCTION, THENCE 0.5 MILE WEST ALONG
 LF1118'U.S. HIGHWAY 34, THENCE 1.6 MILES SOUTH ALONG A GRAVELED COUNTY
 LF1118'ROAD, 74.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE J.A.
 LF1118'OSBORNE FARMHOUSE, 52.0 FEET WEST OF THE CENTER LINE OF A NORTH
 LF1118'AND SOUTH ROAD, 36.0 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 LF1118'ROAD, 26.2 FEET NORTHWEST OF A TELEPHONE POLE, 23.3 FEET WEST OF A
 LF1118'FENCE, 20.9 FEET WEST OF A WITNESS POST, 12.1 FEET SOUTHWEST OF A
 LF1118'POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 LF1118'THE GROUND.
 LF1118
 LF1118                          STATION RECOVERY (1978)
 LF1118
 LF1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LF1118'NO MARKS WERE FOUND FOR THIS STATION.  A RESIDENT WHO LIVES NEAR THE
 LF1118'AZIMUTH MARK STATED HE HAD WITNESSED THAT MARKS DESTRUCTION.  A
 LF1118'LENGTHY SEARCH WAS MADE FOR THE SURFACE STATION MARK AND THE REFERENCE
 LF1118'MARKS WITH THE RESULTS BEING NEGATIVE.  ALL LOCAL OBJECTS PREVIOUSLY
 LF1118'MENTIONED ARE GONE.  THE STATION SITE IS NOW A CULTIVATED FIELD TO
 LF1118'WITHIN 15 FEET OF THE ROAD.  THE UNDERGROUND STATION MARK IS PROBABLY
 LF1118'STILL IN PLACE BUT THERE IS NO WAY TO MAKE AN ADEQUATE SEARCH FROM
 LF1118'PREVIOUS DATA.
 LF1118
 LF1118                          STATION RECOVERY (1989)
 LF1118
 LF1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1121 ***********************************************************************
 LF1121  DESIGNATION -  OSBORNE AZ MK
 LF1121  PID         -  LF1121
 LF1121  STATE/COUNTY-  IA/MILLS
 LF1121  USGS QUAD   -  ROCK BLUFF (1984)
 LF1121
 LF1121                         *CURRENT SURVEY CONTROL
 LF1121  ___________________________________________________________________
 LF1121* NAD 83(1986)-  40 58 28.     (N)    095 48 33.     (W)     SCALED    
 LF1121* NAVD 88     -       289.528  (meters)     949.89   (feet)  ADJUSTED  
 LF1121  ___________________________________________________________________
 LF1121  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 LF1121  DYNAMIC HT  -         289.405 (meters)     949.49  (feet)  COMP
 LF1121  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 LF1121
 LF1121  VERT ORDER  -  SECOND    CLASS 0
 LF1121
 LF1121.The horizontal coordinates were scaled from a topographic map and have
 LF1121.an estimated accuracy of +/- 6 seconds.
 LF1121
 LF1121.The orthometric height was determined by differential leveling
 LF1121.and adjusted by the National Geodetic Survey in June 1991..
 LF1121
 LF1121.The geoid height was determined by GEOID03.
 LF1121
 LF1121.The dynamic height is computed by dividing the NAVD 88
 LF1121.geopotential number by the normal gravity value computed on the
 LF1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1121.degrees latitude (g = 980.6199 gals.).
 LF1121
 LF1121.The modeled gravity was interpolated from observed gravity values.
 LF1121
 LF1121;                    North         East    Units  Estimated Accuracy
 LF1121;SPC IA S     -   110,790.      305,670.      MT  (+/- 180 meters Scaled)
 LF1121
 LF1121                          SUPERSEDED SURVEY CONTROL
 LF1121
 LF1121  NGVD 29 (??/??/92)  289.436  (m)          949.59   (f) ADJ UNCH    2 0
 LF1121
 LF1121.Superseded values are not recommended for survey control.
 LF1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1121.See file dsdata.txt to determine how the superseded data were derived.
 LF1121
 LF1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF636397(NAD 83)
 LF1121_MARKER: DZ = AZIMUTH MARK DISK
 LF1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1121_STAMPING: OSBORNE 1947
 LF1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1121+STABILITY: SURFACE MOTION
 LF1121
 LF1121  HISTORY     - Date     Condition        Report By
 LF1121  HISTORY     - 1947     MONUMENTED       CGS
 LF1121  HISTORY     - 1948     GOOD             NGS
 LF1121  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF1121
 LF1121                          STATION DESCRIPTION
 LF1121
 LF1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1121'3.6 MI SW FROM PACIFIC JUNCTION.
 LF1121'1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1121'FROM THE STATION AT PACIFIC JUNCTION, THENCE 0.5 MILE WEST ALONG
 LF1121'U.S. HIGHWAY 34, THENCE 1.9 MILES SOUTH ALONG A GRAVELED COUNTY
 LF1121'ROAD, 0.3 MILE SOUTH OF TRIANGULATION STATION OSBORNE, 29.0 FEET
 LF1121'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 8.0 FEET NORTH
 LF1121'OF THE CENTER LINE OF A FIELD ROAD LEADING EAST, 1.8 FEET EAST OF
 LF1121'A WITNESS POST, 1.6 FEET WEST OF A FENCE CORNER POST, SET IN THE
 LF1121'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LF1121
 LF1121                          STATION RECOVERY (1989)
 LF1121
 LF1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1119 ***********************************************************************
 LF1119  DESIGNATION -  OSBORNE RM 1
 LF1119  PID         -  LF1119
 LF1119  STATE/COUNTY-  IA/MILLS
 LF1119  USGS QUAD   -  ROCK BLUFF (1984)
 LF1119
 LF1119                         *CURRENT SURVEY CONTROL
 LF1119  ___________________________________________________________________
 LF1119* NAD 83(1986)-  40 58 43.     (N)    095 48 33.     (W)     SCALED    
 LF1119* NAVD 88     -       289.894  (meters)     951.09   (feet)  ADJUSTED  
 LF1119  ___________________________________________________________________
 LF1119  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 LF1119  DYNAMIC HT  -         289.771 (meters)     950.69  (feet)  COMP
 LF1119  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 LF1119
 LF1119  VERT ORDER  -  SECOND    CLASS 0
 LF1119
 LF1119.The horizontal coordinates were scaled from a topographic map and have
 LF1119.an estimated accuracy of +/- 6 seconds.
 LF1119
 LF1119.The orthometric height was determined by differential leveling
 LF1119.and adjusted by the National Geodetic Survey in June 1991..
 LF1119
 LF1119.The geoid height was determined by GEOID03.
 LF1119
 LF1119.The dynamic height is computed by dividing the NAVD 88
 LF1119.geopotential number by the normal gravity value computed on the
 LF1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1119.degrees latitude (g = 980.6199 gals.).
 LF1119
 LF1119.The modeled gravity was interpolated from observed gravity values.
 LF1119
 LF1119;                    North         East    Units  Estimated Accuracy
 LF1119;SPC IA S     -   111,250.      305,690.      MT  (+/- 180 meters Scaled)
 LF1119
 LF1119                          SUPERSEDED SURVEY CONTROL
 LF1119
 LF1119  NGVD 29 (??/??/92)  289.801  (m)          950.79   (f) ADJ UNCH    2 0
 LF1119
 LF1119.Superseded values are not recommended for survey control.
 LF1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1119.See file dsdata.txt to determine how the superseded data were derived.
 LF1119
 LF1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF636401(NAD 83)
 LF1119_MARKER: DR = REFERENCE MARK DISK
 LF1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1119_STAMPING: OSBORNE NO 1 1947
 LF1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1119+STABILITY: SURFACE MOTION
 LF1119
 LF1119  HISTORY     - Date     Condition        Report By
 LF1119  HISTORY     - 1947     MONUMENTED       CGS
 LF1119  HISTORY     - 1948     GOOD             NGS
 LF1119  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF1119
 LF1119                          STATION DESCRIPTION
 LF1119
 LF1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1119'3.3 MI SW FROM PACIFIC JUNCTION.
 LF1119'1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1119'FROM THE STATION AT PACIFIC JUNCTION, THENCE 0.5 MILE WEST ALONG
 LF1119'U.S. HIGHWAY 34, THENCE 1.6 MILES SOUTH ALONG A GRAVELED COUNTY
 LF1119'ROAD, 157.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE J.A. OSBORNE
 LF1119'FARMHOUSE, 83.0 FEET SOUTH OF TRIANGULATION STATION OSBORNE, 41.0
 LF1119'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1.0 FOOT
 LF1119'WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 LF1119'WITH THE GROUND.
 LF1119
 LF1119                          STATION RECOVERY (1989)
 LF1119
 LF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1120 ***********************************************************************
 LF1120  DESIGNATION -  OSBORNE RM 2
 LF1120  PID         -  LF1120
 LF1120  STATE/COUNTY-  IA/MILLS
 LF1120  USGS QUAD   -  ROCK BLUFF (1984)
 LF1120
 LF1120                         *CURRENT SURVEY CONTROL
 LF1120  ___________________________________________________________________
 LF1120* NAD 83(1986)-  40 58 43.     (N)    095 48 33.     (W)     SCALED    
 LF1120* NAVD 88     -       290.028  (meters)     951.53   (feet)  ADJUSTED  
 LF1120  ___________________________________________________________________
 LF1120  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 LF1120  DYNAMIC HT  -         289.905 (meters)     951.13  (feet)  COMP
 LF1120  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 LF1120
 LF1120  VERT ORDER  -  SECOND    CLASS 0
 LF1120
 LF1120.The horizontal coordinates were scaled from a topographic map and have
 LF1120.an estimated accuracy of +/- 6 seconds.
 LF1120
 LF1120.The orthometric height was determined by differential leveling
 LF1120.and adjusted by the National Geodetic Survey in June 1991..
 LF1120
 LF1120.The geoid height was determined by GEOID03.
 LF1120
 LF1120.The dynamic height is computed by dividing the NAVD 88
 LF1120.geopotential number by the normal gravity value computed on the
 LF1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1120.degrees latitude (g = 980.6199 gals.).
 LF1120
 LF1120.The modeled gravity was interpolated from observed gravity values.
 LF1120
 LF1120;                    North         East    Units  Estimated Accuracy
 LF1120;SPC IA S     -   111,250.      305,690.      MT  (+/- 180 meters Scaled)
 LF1120
 LF1120                          SUPERSEDED SURVEY CONTROL
 LF1120
 LF1120  NGVD 29 (??/??/92)  289.935  (m)          951.23   (f) ADJ UNCH    2 0
 LF1120
 LF1120.Superseded values are not recommended for survey control.
 LF1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1120.See file dsdata.txt to determine how the superseded data were derived.
 LF1120
 LF1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF636401(NAD 83)
 LF1120_MARKER: DR = REFERENCE MARK DISK
 LF1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1120_STAMPING: OSBORNE NO 2 1947
 LF1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1120+STABILITY: SURFACE MOTION
 LF1120
 LF1120  HISTORY     - Date     Condition        Report By
 LF1120  HISTORY     - 1947     MONUMENTED       CGS
 LF1120  HISTORY     - 1948     GOOD             NGS
 LF1120  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF1120
 LF1120                          STATION DESCRIPTION
 LF1120
 LF1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1120'3.3 MI SW FROM PACIFIC JUNCTION.
 LF1120'1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1120'FROM THE STATION AT PACIFIC JUNCTION, THENCE 0.5 MILE WEST ALONG
 LF1120'U.S. HIGHWAY 34, THENCE 1.6 MILES SOUTH ALONG A GRAVELED COUNTY
 LF1120'ROAD, 107.8 FEET WEST OF TRIANGULATION STATION OSBORNE, IN A
 LF1120'FENCE CORNER, 71.0 FEET EAST OF THE SOUTHEAST CORNER OF A BARN,
 LF1120'1.7 FEET NORTH OF AN EAST AND WEST FENCE, 1.3 FEET NORTHEAST OF A
 LF1120'FENCE CORNER POST, 0.5 FOOT EAST OF A NORTH AND SOUTH FENCE, SET
 LF1120'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LF1120
 LF1120                          STATION RECOVERY (1989)
 LF1120
 LF1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0593 ***********************************************************************
 LE0593  CBN         -  This is a Cooperative Base Network Control Station.
 LE0593  DESIGNATION -  OSCEOLA
 LE0593  PID         -  LE0593
 LE0593  STATE/COUNTY-  IA/CLARKE
 LE0593  USGS QUAD   -  LACELLE (1981)
 LE0593
 LE0593                         *CURRENT SURVEY CONTROL
 LE0593  ___________________________________________________________________
 LE0593* NAD 83(1996)-  40 59 58.50654(N)    093 46 10.73255(W)     ADJUSTED  
 LE0593* NAVD 88     -       350.5    (meters)    1150.     (feet)  GPS OBS   
 LE0593  ___________________________________________________________________
 LE0593  X           -    -316,949.088 (meters)                     COMP
 LE0593  Y           -  -4,810,431.919 (meters)                     COMP
 LE0593  Z           -   4,162,597.856 (meters)                     COMP
 LE0593  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 LE0593  ELLIP HEIGHT-         319.22  (meters)          (06/15/04) GPS OBS
 LE0593  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LE0593
 LE0593  HORZ ORDER  -  B
 LE0593  ELLP ORDER  -  FOURTH    CLASS I
 LE0593
 LE0593.The horizontal coordinates were established by GPS observations
 LE0593.and adjusted by the National Geodetic Survey in August 1997..
 LE0593
 LE0593.The orthometric height was determined by GPS observations and a
 LE0593.high-resolution geoid model.
 LE0593
 LE0593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LE0593
 LE0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0593
 LE0593.The ellipsoidal height was determined by GPS observations
 LE0593.and is referenced to NAD 83.
 LE0593
 LE0593.The geoid height was determined by GEOID03.
 LE0593
 LE0593;                    North         East     Units Scale Factor Converg.
 LE0593;SPC IA S     -   111,037.259   477,314.048   MT  0.99995451   -0 10 39.4
 LE0593;UTM  15      - 4,538,996.238   435,270.750   MT  0.99965157   -0 30 17.8
 LE0593
 LE0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0593!SPC IA S     -   0.99994993  x   0.99995451  =   0.99990444
 LE0593!UTM  15      -   0.99994993  x   0.99965157  =   0.99960152
 LE0593
 LE0593:                Primary Azimuth Mark                     Grid Az
 LE0593:SPC IA S     -  OSCEOLA MUNICIPAL TANK                   001 57 26.4
 LE0593:UTM  15      -  OSCEOLA MUNICIPAL TANK                   002 17 04.8
 LE0593
 LE0593|---------------------------------------------------------------------|
 LE0593| PID    Reference Object                     Distance      Geod. Az  |
 LE0593|                                                           dddmmss.s |
 LE0593| MH0660 OSCEOLA MUNICIPAL TANK              APPROX. 3.9 KM 0014647.0 |
 LE0593| CL9176 OSCEOLA RM 1                         19.055 METERS 08853     |
 LE0593| CL9177 OSCEOLA RM 2                         21.288 METERS 18042     |
 LE0593| CL9175 OSCEOLA AZ MK                                      3582827.6 |
 LE0593|---------------------------------------------------------------------|
 LE0593
 LE0593                          SUPERSEDED SURVEY CONTROL
 LE0593
 LE0593  ELLIP H (08/25/97)  319.27   (m)                       GP(       ) 4 1
 LE0593  NAD 83(1986)-  40 59 58.50901(N)    093 46 10.74078(W) AD(       ) 2
 LE0593  NAD 27      -  40 59 58.52050(N)    093 46 09.95000(W) AD(       ) 2
 LE0593
 LE0593.Superseded values are not recommended for survey control.
 LE0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0593.See file dsdata.txt to determine how the superseded data were derived.
 LE0593
 LE0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF3527138996(NAD 83)
 LE0593_MARKER: DS = TRIANGULATION STATION DISK
 LE0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0593_STAMPING: OSCEOLA 1958
 LE0593_MARK LOGO: CGS   
 LE0593_MAGNETIC: N = NO MAGNETIC MATERIAL
 LE0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0593+STABILITY: SURFACE MOTION
 LE0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0593+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1996
 LE0593
 LE0593  HISTORY     - Date     Condition        Report By
 LE0593  HISTORY     - 1958     MONUMENTED       CGS
 LE0593  HISTORY     - 19960918 GOOD             IADT
 LE0593
 LE0593                          STATION DESCRIPTION
 LE0593
 LE0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LE0593'THE STATION IS ABOUT 2.5 MILES SOUTH OF OSCEOLA AND ON THE
 LE0593'RIGHT-OF-WAY OF U.S. HIGHWAY 69.  IT IS 145 FEET SOUTH OF THE
 LE0593'CENTER OF THE INTERSECTION OF HIGHWAY 69 AND A DRIVEWAY WEST,
 LE0593'30 FEET WEST OF THE CENTERLINE OF HIGHWAY 69, 5 FEET NORTHWEST
 LE0593'OF A TELEPHONE POLE, 5 FEET SOUTHEAST OF A FENCE CORNER, 4 FEET
 LE0593'NORTHEAST OF A WHITE WITNESS POST AND 3 FEET EAST OF A WIRE
 LE0593'FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LE0593'OSCEOLA 1958.
 LE0593'
 LE0593'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 LE0593'IN OSCEOLA, GO SOUTH ON U.S. HIGHWAY 69 FOR 0.2 MILE TO THE
 LE0593'JUNCTION WITH U.S. HIGHWAY 34.  CONTINUE SOUTH ON HIGHWAY 69
 LE0593'FOR 2.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH
 LE0593'ON HIGHWAY 69 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 LE0593'
 LE0593'REFERENCE MARK 1 IS 36 FEET NORTH OF A POWER POLE, 33 FEET EAST
 LE0593'OF THE CENTERLINE OF HIGHWAY 69 AND 6 INCHES WEST OF A WIRE
 LE0593'FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LE0593'OSCEOLA NO 1 1958.
 LE0593'
 LE0593'REFERENCE MARK 2 IS 61 FEET NORTH OF A TELEPHONE POLE, 32 FEET
 LE0593'WEST OF THE CENTERLINE OF HIGHWAY 69, 17 FEET SOUTH OF A T-FENCE
 LE0593'CORNER AND 6 INCHES EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS
 LE0593'4 INCHES AND THE DISK IS STAMPED OSCEOLA NO 2 1958.
 LE0593'
 LE0593'THE AZIMUTH MARK IS 60 FEET WEST OF THE CENTERLINE OF HIGHWAY 69,
 LE0593'27 FEET WEST OF A POWER POLE, 2 FEET NORTH OF A WHITE WITNESS
 LE0593'POST, 6 INCHES NORTHEAST OF A POWER POLE WITH A GUY WIRE AND
 LE0593'6 INCHES EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES
 LE0593'AND THE DISK IS STAMPED OSCEOLA 1958.
 LE0593'
 LE0593'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LE0593
 LE0593                          STATION RECOVERY (1996)
 LE0593
 LE0593'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 LE0593'THE STATION IS LOCATED 2 MI (3.2 KM) SOUTH OF OSCEOLA, 1.5 MI (2.4 KM)
 LE0593'EAST OF INTERSTATE 35, IN THE NORTHEAST 1/4 OF SECTION 31, T 72 N, R
 LE0593'25 W, IN THE WEST R.O.W.  OF U.S.  HWY 69.  TO REACH THE STATION FROM
 LE0593'THE INTERSECTION OF U.S.  HWYS 34 AND 69 IN OSCEOLA, GO SOUTH ON
 LE0593'HIGHWAY 69 FOR 2.35 MI (3.78 KM) TO THE STATION ON THE RIGHT, AT A
 LE0593'FARM.  THE MONUMENT IS 30 FT (9.1 M) WEST OF THE CENTER OF THE
 LE0593'HIGHWAY, SOUTH-SOUTHEAST OF A POWER POLE, AND 21.0 M (68.9 FT) WEST OF
 LE0593'A PINK STATE HARN SURVEY SIGN, WHICH IS IN THE EAST R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0101 ***********************************************************************
 MH0101  DESIGNATION -  OSKALOOSA
 MH0101  PID         -  MH0101
 MH0101  STATE/COUNTY-  IA/MAHASKA
 MH0101  USGS QUAD   -  OSKALOOSA (1968)
 MH0101
 MH0101                         *CURRENT SURVEY CONTROL
 MH0101  ___________________________________________________________________
 MH0101* NAD 83(1986)-  41 17 41.     (N)    092 38 42.     (W)     SCALED    
 MH0101* NAVD 88     -       257.990  (meters)     846.42   (feet)  ADJUSTED  
 MH0101  ___________________________________________________________________
 MH0101  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 MH0101  DYNAMIC HT  -         257.877 (meters)     846.05  (feet)  COMP
 MH0101  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 MH0101
 MH0101  VERT ORDER  -  SECOND    CLASS 0
 MH0101
 MH0101.The horizontal coordinates were scaled from a topographic map and have
 MH0101.an estimated accuracy of +/- 6 seconds.
 MH0101
 MH0101.The orthometric height was determined by differential leveling
 MH0101.and adjusted by the National Geodetic Survey in June 1991..
 MH0101
 MH0101.The geoid height was determined by GEOID03.
 MH0101
 MH0101.The dynamic height is computed by dividing the NAVD 88
 MH0101.geopotential number by the normal gravity value computed on the
 MH0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0101.degrees latitude (g = 980.6199 gals.).
 MH0101
 MH0101.The modeled gravity was interpolated from observed gravity values.
 MH0101
 MH0101;                    North         East    Units  Estimated Accuracy
 MH0101;SPC IA S     -   144,130.      571,610.      MT  (+/- 180 meters Scaled)
 MH0101
 MH0101                          SUPERSEDED SURVEY CONTROL
 MH0101
 MH0101  NGVD 29 (??/??/92)  257.965  (m)          846.34   (f) ADJ UNCH    2 0
 MH0101
 MH0101.Superseded values are not recommended for survey control.
 MH0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0101.See file dsdata.txt to determine how the superseded data were derived.
 MH0101
 MH0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF297715(NAD 83)
 MH0101_MARKER: DB = BENCH MARK DISK
 MH0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0101_SP_SET: GRANITE BASE
 MH0101_STAMPING: OSKALOOSA 1934
 MH0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0101
 MH0101  HISTORY     - Date     Condition        Report By
 MH0101  HISTORY     - 1934     MONUMENTED       CGS
 MH0101  HISTORY     - 1948     GOOD             NGS
 MH0101  HISTORY     - 20041113 GOOD             USPSQD
 MH0101
 MH0101                          STATION DESCRIPTION
 MH0101
 MH0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MH0101'AT OSKALOOSA.
 MH0101'AT OSKALOOSA, MAHASKA COUNTY, IN THE CITY SQUARE PARK, AT THE
 MH0101'MAHASKA MONUMENT, AND IN THE NORTHWEST CORNER OF THE GRANITE
 MH0101'BASE.  A STANDARD DISK, STAMPED OSKALOOSA 1934.
 MH0101
 MH0101                          STATION RECOVERY (2004)
 MH0101
 MH0101'RECOVERY NOTE BY US POWER SQUADRON 2004 (DW)
 MH0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0543 ***********************************************************************
 MH0543  DESIGNATION -  OSKALOOSA IA PWR AND LT CO STK
 MH0543  PID         -  MH0543
 MH0543  STATE/COUNTY-  IA/MAHASKA
 MH0543  USGS QUAD   -  OSKALOOSA (1968)
 MH0543
 MH0543                         *CURRENT SURVEY CONTROL
 MH0543  ___________________________________________________________________
 MH0543* NAD 83(1996)-  41 17 22.03196(N)    092 38 44.87947(W)     ADJUSTED  
 MH0543* NAVD 88     -                                                        
 MH0543  ___________________________________________________________________
 MH0543  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 MH0543  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 MH0543
 MH0543  HORZ ORDER  -  THIRD
 MH0543
 MH0543.The horizontal coordinates were established by classical geodetic methods
 MH0543.and adjusted by the National Geodetic Survey in May 1999..
 MH0543
 MH0543
 MH0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0543
 MH0543.The geoid height was determined by GEOID03.
 MH0543
 MH0543;                    North         East     Units Scale Factor Converg.
 MH0543;SPC IA S     -   143,543.602   571,548.201   MT  0.99994956   +0 33 45.6
 MH0543;UTM  15      - 4,570,950.428   529,658.099   MT  0.99961082   +0 14 01.4
 MH0543
 MH0543                          SUPERSEDED SURVEY CONTROL
 MH0543
 MH0543  NAD 83(1986)-  41 17 22.03761(N)    092 38 44.88928(W) AD(       ) 4
 MH0543  NAD 27      -  41 17 21.99800(N)    092 38 44.19700(W) AD(       ) 3
 MH0543
 MH0543.Superseded values are not recommended for survey control.
 MH0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0543.See file dsdata.txt to determine how the superseded data were derived.
 MH0543
 MH0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF2965870950(NAD 83)
 MH0543_MARKER: 63 = STACK
 MH0543
 MH0543  HISTORY     - Date     Condition        Report By
 MH0543  HISTORY     - 1934     FIRST OBSERVED   CGS
 MH0543  HISTORY     - 20051224 MARK NOT FOUND   GEOCAC
 MH0543
 MH0543                          STATION DESCRIPTION
 MH0543
 MH0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0543'STATION IS THE CENTER OF THE LARGE CONCRETE STACK AT THE
 MH0543'POWER PLANT OF THE IOWA POWER AND LIGHT COMPANY.  THE PLANT
 MH0543'IS AT THE S END OF S A STREET, AND ON THE S SIDE OF W SIXTH
 MH0543'AVENUE.  THE STACK IS ABOUT 75 FEET S OF THE CENTER LINE OF
 MH0543'W SIXTH AVENUE, ABOUT 75 E OF THE PROLONGATION SOUTHWARD
 MH0543'OF S A STREET, AND ABOUT MIDWAY BETWEEN W SIXTH AVENUE AND
 MH0543'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD TRACK.  THE
 MH0543'STACK IS ABOUT 125 FEET HIGH AND IS THE MOST PROMINENT OBJECT
 MH0543'IN TOWN.
 MH0543
 MH0543                          STATION RECOVERY (2005)
 MH0543
 MH0543'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MH0543'COORDINATES FALL AT A BUILDING OF SUITABLE AGE CONSISTENT WITH
 MH0543'DESCRIBED STREET LOCATIONS BUT IT APPEARS STACK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0544 ***********************************************************************
 MH0544  DESIGNATION -  OSKALOOSA MAHASKA CO CTHSE TWR
 MH0544  PID         -  MH0544
 MH0544  STATE/COUNTY-  IA/MAHASKA
 MH0544  USGS QUAD   -  OSKALOOSA (1968)
 MH0544
 MH0544                         *CURRENT SURVEY CONTROL
 MH0544  ___________________________________________________________________
 MH0544* NAD 83(1996)-  41 17 42.22710(N)    092 38 36.88102(W)     ADJUSTED  
 MH0544* NAVD 88     -                                                        
 MH0544  ___________________________________________________________________
 MH0544  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 MH0544  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 MH0544
 MH0544  HORZ ORDER  -  THIRD
 MH0544
 MH0544.The horizontal coordinates were established by classical geodetic methods
 MH0544.and adjusted by the National Geodetic Survey in May 1999..
 MH0544
 MH0544
 MH0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0544
 MH0544.The geoid height was determined by GEOID03.
 MH0544
 MH0544;                    North         East     Units Scale Factor Converg.
 MH0544;SPC IA S     -   144,168.388   571,728.160   MT  0.99994972   +0 33 50.9
 MH0544;UTM  15      - 4,571,573.959   529,841.579   MT  0.99961096   +0 14 06.8
 MH0544
 MH0544                          SUPERSEDED SURVEY CONTROL
 MH0544
 MH0544  NAD 83(1986)-  41 17 42.23266(N)    092 38 36.89063(W) AD(       ) 4
 MH0544  NAD 27      -  41 17 42.19400(N)    092 38 36.19500(W) AD(       ) 3
 MH0544
 MH0544.Superseded values are not recommended for survey control.
 MH0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0544.See file dsdata.txt to determine how the superseded data were derived.
 MH0544
 MH0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF2984271574(NAD 83)
 MH0544_MARKER: 55 = TOWER
 MH0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0544+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 MH0544
 MH0544  HISTORY     - Date     Condition        Report By
 MH0544  HISTORY     - 1934     FIRST OBSERVED   CGS
 MH0544  HISTORY     - 20041113 GOOD             USPSQD
 MH0544
 MH0544                          STATION DESCRIPTION
 MH0544
 MH0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0544'STATION IS THE CENTER OF THE SQUARE BRICK AND CONCRETE TOWER
 MH0544'ON THE MAHASKA COUNTY COURTHOUSE.  THE COURTHOUSE IS A RED
 MH0544'BRICK BUILDING WITH WHITE STONE AND CONCRETE TRIMMINGS.  THE
 MH0544'SQUARE BRICK AND CONCRETE TOWER RISES ABOUT 25 FEET ABOVE THE
 MH0544'FRONT (W) CENTER OF THE BUILDING.  THE CENTRAL PART OF THE
 MH0544'TOWER IS CONCRETE AND IS BUILT UP IN STEPS.  THERE IS A
 MH0544'SQUARE BRICK COLUMN ABOUT 1-1/2 FEET SQUARE ABOVE EACH CORNER
 MH0544'OF THE CONCRETE.  EACH COLUMN HAS A CONCRETE CAP BUILT UP
 MH0544'IN STEPS.  BETWEEN THE COLUMNS ARE TWO CONCRETE BEAMS, ONE
 MH0544'NEAR THE TOP AND ONE ABOUT MIDWAY BETWEEN THE TOP AND
 MH0544'BOTTOM.  ON EACH OF THE FOUR SIDES OF THE TOWER BETWEEN THE
 MH0544'BASE OF THE BRICK COLUMNS AND THE LOWER CONCRETE BEAM (JUST
 MH0544'ABOVE THE TOP OF THE CONCRETE WHICH IS BUILT UP IN
 MH0544'STEPS) IS A CLOCK WHICH IS LIGHTED AT NIGHT.  BETWEEN THE
 MH0544'CONCRETE BEAMS IS A METAL SCREEN.
 MH0544'
 MH0544'THE TOWER HAS A FLAGSTAFF AT THE CENTER OF THE W SIDE.  THE
 MH0544'FLAGSTAFF DOES NOT MARK THE STATION.  THE PORTION OF THE
 MH0544'TOWER FROM THE CLOCKS UP CAN BE SEEN ABOVE THE TREES.
 MH0544'
 MH0544'THE COURTHOUSE IS AT THE SE CORNER OF S FIRST AVENUE AND HIGH
 MH0544'AVENUE, E, OSKALOOSA.
 MH0544
 MH0544                          STATION RECOVERY (2004)
 MH0544
 MH0544'RECOVERY NOTE BY US POWER SQUADRON 2004 (DW)
 MH0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0545 ***********************************************************************
 MH0545  DESIGNATION -  OSKALOOSA MUNICIPAL TANK
 MH0545  PID         -  MH0545
 MH0545  STATE/COUNTY-  IA/MAHASKA
 MH0545  USGS QUAD   -  OSKALOOSA (1968)
 MH0545
 MH0545                         *CURRENT SURVEY CONTROL
 MH0545  ___________________________________________________________________
 MH0545* NAD 83(1996)-  41 18 04.92324(N)    092 38 58.26996(W)     ADJUSTED  
 MH0545* NAVD 88     -                                                        
 MH0545  ___________________________________________________________________
 MH0545  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 MH0545  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 MH0545
 MH0545  HORZ ORDER  -  THIRD
 MH0545
 MH0545.The horizontal coordinates were established by classical geodetic methods
 MH0545.and adjusted by the National Geodetic Survey in May 1999..
 MH0545
 MH0545
 MH0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0545
 MH0545.The geoid height was determined by GEOID03.
 MH0545
 MH0545;                    North         East     Units Scale Factor Converg.
 MH0545;SPC IA S     -   144,863.611   571,223.721   MT  0.99994990   +0 33 36.8
 MH0545;UTM  15      - 4,572,271.830   529,341.309   MT  0.99961059   +0 13 52.8
 MH0545
 MH0545                          SUPERSEDED SURVEY CONTROL
 MH0545
 MH0545  NAD 83(1986)-  41 18 04.92881(N)    092 38 58.27967(W) AD(       ) 4
 MH0545  NAD 27      -  41 18 04.89000(N)    092 38 57.58300(W) AD(       ) 3
 MH0545
 MH0545.Superseded values are not recommended for survey control.
 MH0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0545.See file dsdata.txt to determine how the superseded data were derived.
 MH0545
 MH0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF2934172272(NAD 83)
 MH0545_MARKER: 53 = ELEVATED TANK
 MH0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0545+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2005
 MH0545
 MH0545  HISTORY     - Date     Condition        Report By
 MH0545  HISTORY     - 1934     FIRST OBSERVED   CGS
 MH0545  HISTORY     - 20051224 GOOD             GEOCAC
 MH0545
 MH0545                          STATION DESCRIPTION
 MH0545
 MH0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0545'STATION IS THE CENTER OF THE BALL ON TOP OF THE LARGE, SQUAT,
 MH0545'SILVER, OSKALOOSA MUNICIPAL WATER TANK.  THE TANK IS ABOUT
 MH0545'110 FEET HIGH AND IS SUPPORTED BY EIGHT LEGS.  IT IS IN A LOT
 MH0545'BETWEEN 604 AND 618 N D STREET, ABOUT 75 FEET E OF THE CENTER
 MH0545'LINE OF N D STREET, AND ABOUT 75 FEET N OF THE PROLONGATION
 MH0545'EASTWARD OF THE CENTER LINE OF G AVENUE W.  IT WAS ERECTED
 MH0545'IN 1930.
 MH0545'
 MH0545'THE ENTIRE BOWL OF THE TANK CAN BE SEEN ABOVE THE TREES.
 MH0545
 MH0545                          STATION RECOVERY (2005)
 MH0545
 MH0545'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MH0545'NOW PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0546 ***********************************************************************
 MH0546  DESIGNATION -  OSKALOOSA PENN COLL PWR STK
 MH0546  PID         -  MH0546
 MH0546  STATE/COUNTY-  IA/MAHASKA
 MH0546  USGS QUAD   -  OSKALOOSA (1968)
 MH0546
 MH0546                         *CURRENT SURVEY CONTROL
 MH0546  ___________________________________________________________________
 MH0546* NAD 83(1996)-  41 18 32.08255(N)    092 38 53.91145(W)     ADJUSTED  
 MH0546* NAVD 88     -                                                        
 MH0546  ___________________________________________________________________
 MH0546  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 MH0546  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MH0546
 MH0546  HORZ ORDER  -  THIRD
 MH0546
 MH0546.The horizontal coordinates were established by classical geodetic methods
 MH0546.and adjusted by the National Geodetic Survey in May 1999..
 MH0546
 MH0546
 MH0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0546
 MH0546.The geoid height was determined by GEOID03.
 MH0546
 MH0546;                    North         East     Units Scale Factor Converg.
 MH0546;SPC IA S     -   145,702.384   571,316.904   MT  0.99995014   +0 33 39.6
 MH0546;UTM  15      - 4,573,109.770   529,439.272   MT  0.99961067   +0 13 55.8
 MH0546
 MH0546                          SUPERSEDED SURVEY CONTROL
 MH0546
 MH0546  NAD 83(1986)-  41 18 32.08806(N)    092 38 53.92114(W) AD(       ) 4
 MH0546  NAD 27      -  41 18 32.04900(N)    092 38 53.22300(W) AD(       ) 3
 MH0546
 MH0546.Superseded values are not recommended for survey control.
 MH0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0546.See file dsdata.txt to determine how the superseded data were derived.
 MH0546
 MH0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF2943973110(NAD 83)
 MH0546_MARKER: 63 = STACK
 MH0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0546+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2005
 MH0546
 MH0546  HISTORY     - Date     Condition        Report By
 MH0546  HISTORY     - 1934     FIRST OBSERVED   CGS
 MH0546  HISTORY     - 20051224 GOOD             GEOCAC
 MH0546
 MH0546                          STATION DESCRIPTION
 MH0546
 MH0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0546'STATION IS THE CENTER OF THE OCTAGONAL, RED BRICK STACK AT
 MH0546'THE POWER PLANT OF PENN COLLEGE.  THE STACK IS ABOUT 300 FEET
 MH0546'W OF STATE HIGHWAY 59, AT THE W SIDE OF THE POWER PLANT WHICH
 MH0546'IS THE MOST WESTERLY OF THE GROUP OF COLLEGE BUILDINGS.
 MH0546'THE COLLEGE IS ABOUT 0.9 MILE N OF THE CENTER OF OSKALOOSA ON
 MH0546'THE W SIDE OF STATE HIGHWAY 59.  THE STACK IS ABOUT 90 FEET
 MH0546'HIGH, AND IS NOT VERY PROMINENT.
 MH0546
 MH0546                          STATION RECOVERY (2005)
 MH0546
 MH0546'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MH0546'HIGHWAY IS NOW 63. POWER PLANT BUILDING IS IMMEDIATELY NORTH OF
 MH0546'RANDLEMAN FITNESS CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0795 ***********************************************************************
 MH0795  DESIGNATION -  OSKAPORT
 MH0795  PID         -  MH0795
 MH0795  STATE/COUNTY-  IA/MAHASKA
 MH0795  USGS QUAD   -  FREMONT (1980)
 MH0795
 MH0795                         *CURRENT SURVEY CONTROL
 MH0795  ___________________________________________________________________
 MH0795* NAD 83(1996)-  41 13 26.25945(N)    092 29 30.06531(W)     ADJUSTED  
 MH0795* NAVD 88     -       254.5    (meters)     835.     (feet)  VERTCON   
 MH0795  ___________________________________________________________________
 MH0795  X           -    -208,868.558 (meters)                     COMP
 MH0795  Y           -  -4,799,861.378 (meters)                     COMP
 MH0795  Z           -   4,181,308.906 (meters)                     COMP
 MH0795  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 MH0795  ELLIP HEIGHT-         222.06  (meters)          (05/06/99) GPS OBS
 MH0795  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 MH0795
 MH0795  HORZ ORDER  -  THIRD
 MH0795  ELLP ORDER  -  FOURTH    CLASS I
 MH0795
 MH0795.This mark is at Oskaloosa Municipal Airport (OOA)
 MH0795
 MH0795.The horizontal coordinates were established by GPS observations
 MH0795.and adjusted by the National Geodetic Survey in May 1999..
 MH0795
 MH0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0795
 MH0795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0795
 MH0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0795
 MH0795.The ellipsoidal height was determined by GPS observations
 MH0795.and is referenced to NAD 83.
 MH0795
 MH0795.The geoid height was determined by GEOID03.
 MH0795
 MH0795;                    North         East     Units Scale Factor Converg.
 MH0795;SPC IA S     -   136,409.157   584,540.724   MT  0.99994845   +0 39 51.0
 MH0795;UTM  15      - 4,563,743.885   542,605.127   MT  0.99962234   +0 20 06.0
 MH0795
 MH0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0795!SPC IA S     -   0.99996517  x   0.99994845  =   0.99991362
 MH0795!UTM  15      -   0.99996517  x   0.99962234  =   0.99958752
 MH0795
 MH0795:                Primary Azimuth Mark                     Grid Az
 MH0795:SPC IA S     -  OSKAPORT AZ MK                           313 56 19.7
 MH0795:UTM  15      -  OSKAPORT AZ MK                           314 16 04.7
 MH0795
 MH0795|---------------------------------------------------------------------|
 MH0795| PID    Reference Object                     Distance      Geod. Az  |
 MH0795|                                                           dddmmss.s |
 MH0795| MH0796 OSKAPORT AZ MK                      465.934 METERS 3143610.7 |
 MH0795|---------------------------------------------------------------------|
 MH0795
 MH0795                          SUPERSEDED SURVEY CONTROL
 MH0795
 MH0795  NAD 83(1986)-  41 13 26.26597(N)    092 29 30.07880(W) AD(       ) 3
 MH0795  NGVD 29 (07/09/90)  254.5    (m)          835.     (f) GPS OBS        
 MH0795
 MH0795.Superseded values are not recommended for survey control.
 MH0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0795.See file dsdata.txt to determine how the superseded data were derived.
 MH0795
 MH0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4260563744(NAD 83)
 MH0795_MARKER: I = METAL ROD
 MH0795_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MH0795_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MH0795_STAMPING: OSKAPORT 1989
 MH0795_MARK LOGO: NGS   
 MH0795_PROJECTION: FLUSH
 MH0795_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0795+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MH0795_ROD/PIPE-DEPTH: 6.4  meters
 MH0795_SLEEVE-DEPTH  : 0.91 meters
 MH0795
 MH0795  HISTORY     - Date     Condition        Report By
 MH0795  HISTORY     - 1989     MONUMENTED       NGS
 MH0795
 MH0795                          STATION DESCRIPTION
 MH0795
 MH0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MH0795'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTHEAST OF
 MH0795'OSKALOOSA, 5.0 KM (3.10 MI) WEST-NORTHWEST OF FREMONT, AT THE
 MH0795'OSKALOOSA MUNICIPAL AIRPORT AND AT THE JUNCTION OF RUNWAY 13-31 AND
 MH0795'THE ENTRANCE RAMP.  OWNERSHIP--CITY OF OSKALOOSA, OSKALOOSA, IA 52577,
 MH0795'PHONE (515) 933-4316.  THE AIRPORT MANAGER IS MELVIN WINEGAR.
 MH0795'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 63 AND 92, ON
 MH0795'THE EAST SIDE OF OSKALOOSA, GO SOUTH ON STATE HIGHWAY 63 FOR 16.4 KM
 MH0795'(10.20 MI) TO THE JUNCTION OF COUNTY ROAD V 13 ON THE LEFT.  TURN
 MH0795'LEFT, NORTH, ON COUNTY ROAD V 13 FOR 1.2 KM (0.75 MI) TO THE AIRPORT
 MH0795'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, WEST, ON THE ENTRANCE ROAD FOR
 MH0795'0.65 KM (0.40 MI) TO THE ROADS END AT THE APRON AND ENTRANCE RAMP.
 MH0795'CONTINUE TO THE JUNCTION OF RUNWAY 13-31 AND THE STATION ON THE RIGHT.
 MH0795'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MH0795'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 MH0795'LOCATED 54.1 M (177.5 FT) NORTHEAST OF THE CENTER OF RUNWAYS 13-31,
 MH0795'12.0 M (39.4 FT) NORTH OF THE CENTER OF A METAL GRATE OF A CATCH
 MH0795'BASIN, 11.7 M (38.4 FT) SOUTH OF A WIND TEE AND 11.4 M (37.4 FT) NORTH
 MH0795'OF A FIBERGLASS WITNESS POST.
 MH0795'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MH0795'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0796 ***********************************************************************
 MH0796  DESIGNATION -  OSKAPORT AZ MK
 MH0796  PID         -  MH0796
 MH0796  STATE/COUNTY-  IA/MAHASKA
 MH0796  USGS QUAD   -  FREMONT (1980)
 MH0796
 MH0796                         *CURRENT SURVEY CONTROL
 MH0796  ___________________________________________________________________
 MH0796* NAD 83(1996)-  41 13 36.86469(N)    092 29 44.30886(W)     ADJUSTED  
 MH0796* NAVD 88     -       254.9    (meters)     836.     (feet)  VERTCON   
 MH0796  ___________________________________________________________________
 MH0796  X           -    -209,190.635 (meters)                     COMP
 MH0796  Y           -  -4,799,631.838 (meters)                     COMP
 MH0796  Z           -   4,181,555.254 (meters)                     COMP
 MH0796  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 MH0796  ELLIP HEIGHT-         222.47  (meters)          (05/06/99) GPS OBS
 MH0796  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 MH0796
 MH0796  HORZ ORDER  -  THIRD
 MH0796  ELLP ORDER  -  FOURTH    CLASS I
 MH0796
 MH0796.This mark is at Oskaloosa Municipal Airport (OOA)
 MH0796
 MH0796.The horizontal coordinates were established by GPS observations
 MH0796.and adjusted by the National Geodetic Survey in May 1999..
 MH0796
 MH0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0796
 MH0796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0796
 MH0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0796
 MH0796.The ellipsoidal height was determined by GPS observations
 MH0796.and is referenced to NAD 83.
 MH0796
 MH0796.The geoid height was determined by GEOID03.
 MH0796
 MH0796;                    North         East     Units Scale Factor Converg.
 MH0796;SPC IA S     -   136,732.447   584,205.231   MT  0.99994847   +0 39 41.7
 MH0796;UTM  15      - 4,564,068.991   542,271.606   MT  0.99962199   +0 19 56.6
 MH0796
 MH0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0796!SPC IA S     -   0.99996511  x   0.99994847  =   0.99991358
 MH0796!UTM  15      -   0.99996511  x   0.99962199  =   0.99958711
 MH0796
 MH0796:                Primary Azimuth Mark                     Grid Az
 MH0796:SPC IA S     -  OSKAPORT                                 133 56 19.6
 MH0796:UTM  15      -  OSKAPORT                                 134 16 04.7
 MH0796
 MH0796|---------------------------------------------------------------------|
 MH0796| PID    Reference Object                     Distance      Geod. Az  |
 MH0796|                                                           dddmmss.s |
 MH0796| MH0795 OSKAPORT                            465.934 METERS 1343601.3 |
 MH0796|---------------------------------------------------------------------|
 MH0796
 MH0796                          SUPERSEDED SURVEY CONTROL
 MH0796
 MH0796  NAD 83(1986)-  41 13 36.87121(N)    092 29 44.32235(W) AD(       ) 3
 MH0796  NGVD 29 (07/09/90)  254.9    (m)          836.     (f) GPS OBS        
 MH0796
 MH0796.Superseded values are not recommended for survey control.
 MH0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0796.See file dsdata.txt to determine how the superseded data were derived.
 MH0796
 MH0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4227264069(NAD 83)
 MH0796_MARKER: I = METAL ROD
 MH0796_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MH0796_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MH0796_STAMPING: OSKAPORT AZ MK 1989
 MH0796_MARK LOGO: NGS   
 MH0796_PROJECTION: FLUSH
 MH0796_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0796+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MH0796_ROD/PIPE-DEPTH: 6.4  meters
 MH0796_SLEEVE-DEPTH  : 0.91 meters
 MH0796
 MH0796  HISTORY     - Date     Condition        Report By
 MH0796  HISTORY     - 1989     MONUMENTED       NGS
 MH0796
 MH0796                          STATION DESCRIPTION
 MH0796
 MH0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MH0796'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTHEAST OF
 MH0796'OSKALOOSA, 5.0 KM (3.10 MI) WEST-NORTHWEST OF FREMONT, AT THE
 MH0796'OSKALOOSA MUNICIPAL AIRPORT AND AT THE JUNCTION OF RUNWAYS 13-31 AND
 MH0796'4-22.  OWNERSHIP--CITY OF OSKALOOSA, OSKALOOSA, IA 52577, PHONE (515)
 MH0796'933-4316.  THE AIRPORT MANAGER IS MELVIN WINEGAR.
 MH0796'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 63 AND 92, ON
 MH0796'THE EAST SIDE OF OSKALOOSA, GO SOUTH ON STATE HIGHWAY 63 FOR 16.4 KM
 MH0796'(10.20 MI) TO THE JUNCTION OF COUNTY ROAD V 13 ON THE LEFT.  TURN
 MH0796'LEFT, NORTH, ON COUNTY ROAD V 13 FOR 1.2 KM (0.75 MI) TO THE AIRPORT
 MH0796'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, WEST, ON THE ENTRANCE ROAD FOR
 MH0796'0.65 KM (0.40 MI) TO THE ROADS END AT THE APRON AND ENTRANCE RAMP.
 MH0796'CONTINUE TO THE JUNCTION OF RUNWAY 13-31 THEN TURN RIGHT ON RUNWAY 13
 MH0796'FOR 0.5 KM (0.30 MI) TO THE JUNCTION OF RUNWAYS 4-22 AND THE STATION
 MH0796'ON THE RIGHT.
 MH0796'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MH0796'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 MH0796'LOCATED 54.4 M (178.5 FT) NORTHEAST OF THE CENTER OF RUNWAYS 13-31,
 MH0796'37.4 M (122.7 FT) SOUTHEAST OF THE CENTER OF RUNWAY 4-22, 3.9 M
 MH0796'(12.8 FT) EAST OF THE CENTER OF THE METAL GRATE OF A CATCH BASIN AND
 MH0796'3.5 M (11.5 FT) EAST OF A FIBERGLASS WITNESS POST.
 MH0796'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MH0796'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0887 ***********************************************************************
 ON0887  DESIGNATION -  OSSIAN CATH CHURCH SPIRE
 ON0887  PID         -  ON0887
 ON0887  STATE/COUNTY-  IA/WINNESHIEK
 ON0887  USGS QUAD   -  CALMAR (1981)
 ON0887
 ON0887                         *CURRENT SURVEY CONTROL
 ON0887  ___________________________________________________________________
 ON0887* NAD 83(1996)-  43 08 34.21893(N)    091 45 26.18013(W)     ADJUSTED  
 ON0887* NAVD 88     -                                                        
 ON0887  ___________________________________________________________________
 ON0887  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 ON0887  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 ON0887
 ON0887  HORZ ORDER  -  THIRD
 ON0887
 ON0887.The horizontal coordinates were established by classical geodetic methods
 ON0887.and adjusted by the National Geodetic Survey in May 1999..
 ON0887
 ON0887
 ON0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0887
 ON0887.The geoid height was determined by GEOID03.
 ON0887
 ON0887;                    North         East     Units Scale Factor Converg.
 ON0887;SPC IA N     - 1,183,946.507 1,641,761.176   MT  0.99997972   +1 10 52.0
 ON0887;UTM  15      - 4,777,426.478   601,058.265   MT  0.99972563   +0 50 59.5
 ON0887
 ON0887                          SUPERSEDED SURVEY CONTROL
 ON0887
 ON0887  NAD 83(1996)-  43 08 34.21890(N)    091 45 26.18008(W) AD(       ) 4
 ON0887  NAD 83(1986)-  43 08 34.21066(N)    091 45 26.17954(W) AD(       ) 4
 ON0887  NAD 27      -  43 08 34.30000(N)    091 45 25.63100(W) AD(       ) 3
 ON0887
 ON0887.Superseded values are not recommended for survey control.
 ON0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0887.See file dsdata.txt to determine how the superseded data were derived.
 ON0887
 ON0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0105877426(NAD 83)
 ON0887_MARKER: 90 = CHURCH SPIRE
 ON0887
 ON0887  HISTORY     - Date     Condition        Report By
 ON0887  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0887
 ON0887                          STATION DESCRIPTION
 ON0887
 ON0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0887'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE LOCATED IN
 ON0887'THE EAST EDGE OF OSSIAN, JUST SOUTHWEST OF THE INTERSECTION OF
 ON0887'MAIN AND HALL STREETS.  IT IS A GREY COLORED SPIRE WITH A
 ON0887'CROSS ON ITS TOP, ATOP A RED BRICK CHURCH AND BELL TOWER.  THE
 ON0887'OVERALL HEIGHT IS ABOUT 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0883 ***********************************************************************
 ON0883  DESIGNATION -  OSSIAN MUNICIPAL TANK
 ON0883  PID         -  ON0883
 ON0883  STATE/COUNTY-  IA/WINNESHIEK
 ON0883  USGS QUAD   -  CALMAR (1981)
 ON0883
 ON0883                         *CURRENT SURVEY CONTROL
 ON0883  ___________________________________________________________________
 ON0883* NAD 83(1996)-  43 08 45.20285(N)    091 45 51.28354(W)     ADJUSTED  
 ON0883* NAVD 88     -                                                        
 ON0883  ___________________________________________________________________
 ON0883  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 ON0883  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 ON0883
 ON0883  HORZ ORDER  -  THIRD
 ON0883
 ON0883.The horizontal coordinates were established by classical geodetic methods
 ON0883.and adjusted by the National Geodetic Survey in May 1999..
 ON0883
 ON0883
 ON0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0883
 ON0883.The geoid height was determined by GEOID03.
 ON0883
 ON0883;                    North         East     Units Scale Factor Converg.
 ON0883;SPC IA N     - 1,184,273.721 1,641,187.069   MT  0.99998017   +1 10 35.0
 ON0883;UTM  15      - 4,777,756.922   600,486.205   MT  0.99972421   +0 50 42.5
 ON0883
 ON0883                          SUPERSEDED SURVEY CONTROL
 ON0883
 ON0883  NAD 83(1996)-  43 08 45.20283(N)    091 45 51.28350(W) AD(       ) 4
 ON0883  NAD 83(1986)-  43 08 45.19458(N)    091 45 51.28295(W) AD(       ) 4
 ON0883  NAD 27      -  43 08 45.28300(N)    091 45 50.73300(W) AD(       ) 3
 ON0883
 ON0883.Superseded values are not recommended for survey control.
 ON0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0883.See file dsdata.txt to determine how the superseded data were derived.
 ON0883
 ON0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0048677757(NAD 83)
 ON0883_MARKER: 53 = ELEVATED TANK
 ON0883
 ON0883  HISTORY     - Date     Condition        Report By
 ON0883  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0883
 ON0883                          STATION DESCRIPTION
 ON0883
 ON0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0883'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK LOCATED
 ON0883'NEAR THE CENTER OF OSSIAN NORTHEAST OF THE INTERSECTION OF
 ON0883'LYDIA AND MAIN STREETS.  IT IS A FOUR LEGGED STEEL STRUCTURE
 ON0883'PAINTED SILVER WITH A RED TOP AND HAS THE LEGEND OSSIAN IN BLACK
 ON0883'LETTERS ON ITS EAST AND WEST SIDES.  ITS OVERALL HEIGHT IS ABOUT
 ON0883'120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1015 ***********************************************************************
 OO1015  DESIGNATION -  OTRANTO
 OO1015  PID         -  OO1015
 OO1015  STATE/COUNTY-  IA/MITCHELL
 OO1015  USGS QUAD   -  ST ANSGAR (1972)
 OO1015
 OO1015                         *CURRENT SURVEY CONTROL
 OO1015  ___________________________________________________________________
 OO1015* NAD 83(1996)-  43 28 22.08333(N)    092 59 39.69945(W)     ADJUSTED  
 OO1015* NAVD 88     -       359.5    (meters)    1179.     (feet)  VERTCON   
 OO1015  ___________________________________________________________________
 OO1015  LAPLACE CORR-          -7.26  (seconds)                    DEFLEC99
 OO1015  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 OO1015
 OO1015  HORZ ORDER  -  FIRST
 OO1015
 OO1015.The horizontal coordinates were established by classical geodetic methods
 OO1015.and adjusted by the National Geodetic Survey in May 1999..
 OO1015
 OO1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1015
 OO1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1015
 OO1015.The geoid height was determined by GEOID03.
 OO1015
 OO1015;                    North         East     Units Scale Factor Converg.
 OO1015;SPC IA N     - 1,219,266.379 1,540,914.323   MT  1.00004419   +0 20 33.7
 OO1015;SPC MN S     -   153,036.204   881,373.843   MT  1.00008173   +0 42 17.6
 OO1015;UTM  15      - 4,813,320.728   500,456.089   MT  0.99960000   +0 00 14.0
 OO1015
 OO1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1015!SPC IA N     -   0.99994816  x   1.00004419  =   0.99999234
 OO1015!SPC MN S     -   0.99994816  x   1.00008173  =   1.00002988
 OO1015!UTM  15      -   0.99994816  x   0.99960000  =   0.99954818
 OO1015
 OO1015:                Primary Azimuth Mark                     Grid Az
 OO1015:SPC IA N     -  AUSTIN WEST MUNICIPAL TANK               000 02 47.6
 OO1015:SPC MN S     -  AUSTIN WEST MUNICIPAL TANK               359 41 03.7
 OO1015:UTM  15      -  AUSTIN WEST MUNICIPAL TANK               000 23 07.3
 OO1015
 OO1015|---------------------------------------------------------------------|
 OO1015| PID    Reference Object                     Distance      Geod. Az  |
 OO1015|                                                           dddmmss.s |
 OO1015| OO1050 AUSTIN WEST MUNICIPAL TANK          APPROX.21.7 KM 0002321.3 |
 OO1015| OO1039 LYLE MUN TANK                       APPROX. 5.6 KM 0462852.6 |
 OO1015| CI6078 OTRANTO RM 1                         20.148 METERS 05224     |
 OO1015| CI6077 OTRANTO AZ MK                                      1645351.5 |
 OO1015| OO1068 GLENVILLE ATT MICROWAVE             APPROX.21.3 KM 2913251.1 |
 OO1015| CI6079 OTRANTO RM 2                         18.808 METERS 31323     |
 OO1015| OO1072 ALBERT LEA TV STA KAUS MAST         APPROX.21.5 KM 3232648.9 |
 OO1015| OO1071 ALBERT LEA TV RELAY MAST            APPROX.22.2 KM 3255654.1 |
 OO1015|---------------------------------------------------------------------|
 OO1015
 OO1015                          SUPERSEDED SURVEY CONTROL
 OO1015
 OO1015  NAD 83(1996)-  43 28 22.08333(N)    092 59 39.69945(W) AD(       ) 1
 OO1015  NAD 83(1986)-  43 28 22.07427(N)    092 59 39.69578(W) AD(       ) 1
 OO1015  NAD 27      -  43 28 22.20448(N)    092 59 38.99900(W) AD(       ) 1
 OO1015  NGVD 29 (07/19/86)  359.5    (m)         1179.     (f) VERT ANG       
 OO1015
 OO1015.Superseded values are not recommended for survey control.
 OO1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1015.See file dsdata.txt to determine how the superseded data were derived.
 OO1015
 OO1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0045613321(NAD 83)
 OO1015_MARKER: DS = TRIANGULATION STATION DISK
 OO1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1015_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1015
 OO1015  HISTORY     - Date     Condition        Report By
 OO1015  HISTORY     - 1971     MONUMENTED       NGS
 OO1015
 OO1015                          STATION DESCRIPTION
 OO1015
 OO1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1015'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH-NORTHEAST OF
 OO1015'CARPENTER, 3 MILES WEST-SOUTHWEST OF MONA, 2 MILES SOUTH OF THE
 OO1015'IOWA-MINNESOTA STATE LINE AND 1 MILE NORTH-NORTHWEST OF OTRANTO.
 OO1015'IT IS IN THE SOUTHWEST 1/4 OF SECTION 17, T 100 N, R 18 W.
 OO1015'
 OO1015'TO REACH THE STATION FROM THE POST OFFICE IN CARPENTER, GO EAST
 OO1015'ON STATE HIGHWAY 105 FOR 1.65 MILES TO A SIDE ROAD LEFT, TURN
 OO1015'LEFT AND GO NORTH ON COUNTY ROAD S 70 FOR 3.05 MILES TO A
 OO1015'CROSSROAD IN OTRANTO, TURN LEFT AND GO WEST AND THEN NORTH ON
 OO1015'COUNTY ROAD S 70 FOR 0.95 MILE TO A RAILROAD CROSSING AND THE
 OO1015'AZIMUTH MARK ON THE RIGHT.  CROSS RAILROAD TRACKS AND CONTINUE
 OO1015'NORTH ON COUNTY ROAD S 70 FOR 0.25 MILE TO A SIDE ROAD RIGHT
 OO1015'AND THE STATION.
 OO1015'
 OO1015'STATION MARKS ARE STANDARD DISKS STAMPED OTRANTO 1971.  THE
 OO1015'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1015'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 97 FEET
 OO1015'NORTH OF THE CENTER OF COUNTY ROAD S 70, 68 FEET WEST OF THE
 OO1015'CENTER OF A GRAVELED ROAD AND 42.1 FEET SOUTH OF A WIRE FENCE
 OO1015'AND METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP
 OO1015'OF AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND
 OO1015'SURFACE.
 OO1015'
 OO1015'REFERENCE MARK 1, A STANDARD DISK STAMPED OTRANTO NO 1 1971,
 OO1015'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1015'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 74 FEET NORTH OF
 OO1015'THE CENTER OF THE GRAVELED ROAD, 52.5 FEET EAST OF THE METAL
 OO1015'WITNESS POST, 14 FEET WEST OF A FIELD ENTRANCE ROAD AND 1.0 FEET
 OO1015'SOUTH OF THE WIRE FENCE.
 OO1015'
 OO1015'REFERENCE MARK 2, A STANDARD DISK STAMPED OTRANTO NO 2 1971,
 OO1015'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1015'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 103 FEET NORTH OF
 OO1015'THE CENTER OF COUNTY ROAD S 70, 44.7 FEET WEST OF THE METAL
 OO1015'WITNESS POST AND 0.5 FEET SOUTH OF THE WIRE FENCE.
 OO1015'
 OO1015'THE AZIMUTH MARK, A STANDARD DISK STAMPED OTRANTO 1971, IS SET
 OO1015'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OO1015'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 30.5 FEET
 OO1015'SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS, 18 FEET EAST OF THE
 OO1015'CENTER OF COUNTY ROAD S 70 AND 1.6 FEET NORTH OF A METAL
 OO1015'WITNESS POST.
 OO1015'
 OO1015'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0501 ***********************************************************************
 MH0501  DESIGNATION -  OTTER
 MH0501  PID         -  MH0501
 MH0501  STATE/COUNTY-  IA/TAMA
 MH0501  USGS QUAD   -  CHELSEA (1968)
 MH0501
 MH0501                         *CURRENT SURVEY CONTROL
 MH0501  ___________________________________________________________________
 MH0501* NAD 83(1996)-  41 57 51.08378(N)    092 26 52.28043(W)     ADJUSTED  
 MH0501* NAVD 88     -       280.7    (meters)     921.     (feet)  VERTCON   
 MH0501  ___________________________________________________________________
 MH0501  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 MH0501  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 MH0501
 MH0501  HORZ ORDER  -  SECOND
 MH0501
 MH0501.The horizontal coordinates were established by classical geodetic methods
 MH0501.and adjusted by the National Geodetic Survey in May 1999..
 MH0501
 MH0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0501
 MH0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0501
 MH0501.The geoid height was determined by GEOID03.
 MH0501
 MH0501;                    North         East     Units Scale Factor Converg.
 MH0501;SPC IA N     - 1,052,103.582 1,587,219.324   MT  1.00002018   +0 42 47.1
 MH0501;UTM  15      - 4,645,947.700   545,752.985   MT  0.99962576   +0 22 09.1
 MH0501
 MH0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0501!SPC IA N     -   0.99996094  x   1.00002018  =   0.99998112
 MH0501!UTM  15      -   0.99996094  x   0.99962576  =   0.99958672
 MH0501
 MH0501|---------------------------------------------------------------------|
 MH0501| PID    Reference Object                     Distance      Geod. Az  |
 MH0501|                                                           dddmmss.s |
 MH0501| CL9181 OTTER RM 1                           12.310 METERS 09141     |
 MH0501| MH0496 ATT MICROWAVE TOWER                 APPROX. 8.9 KM 1613301.5 |
 MH0501| CL9182 OTTER RM 2                           12.313 METERS 26259     |
 MH0501|---------------------------------------------------------------------|
 MH0501
 MH0501                          SUPERSEDED SURVEY CONTROL
 MH0501
 MH0501  NAD 83(1986)-  41 57 51.08865(N)    092 26 52.28185(W) AD(       ) 2
 MH0501  NAD 27      -  41 57 51.11141(N)    092 26 51.59968(W) AD(       ) 2
 MH0501  NGVD 29 (07/19/86)  280.7    (m)          921.     (f) VERT ANG       
 MH0501
 MH0501.Superseded values are not recommended for survey control.
 MH0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0501.See file dsdata.txt to determine how the superseded data were derived.
 MH0501
 MH0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4575345948(NAD 83)
 MH0501_MARKER: DD = SURVEY DISK
 MH0501_SETTING: 0 = UNSPECIFIED SETTING
 MH0501
 MH0501  HISTORY     - Date     Condition        Report By
 MH0501  HISTORY     - 1970     MONUMENTED       USGS
 MH0501
 MH0501                          STATION DESCRIPTION
 MH0501
 MH0501'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 MH0501'THE STATION IS ABOUT 6.4 MI E. OF TAMA, ABOUT 0.35 MI E. OF THE
 MH0501'COR. OF SECS. 26, 27, 34 AND 35, T. 83 N., R. 14 W., ON TOP OF
 MH0501'THE N. HWY. CUT BANK.
 MH0501'
 MH0501'TO REACH FROM THE JCT. OF U.S. HWYS. 30 AND 63 IN THE S. PART
 MH0501'OF TOLEDO, GO GENERALLY E. ON U.S. HWY. 30 FOR 7.25 MI TO THE
 MH0501'JCT. OF ST. HWY. 212, CONTINUE E. ON U.S. HWY. 30 FOR ABOUT 0.5
 MH0501'MI TO A HWY. CUT AND THE STATION ON THE N. HWY. CUT BANK.
 MH0501'
 MH0501'STATION MARK, STAMPED ET OTTER 1970 IS 115 FT N. AND 89 FT W. OF
 MH0501'CENTER HWY. AT FENCE N., 3 FT S. OF THE N. RIGHT-OF-WAY FENCE,
 MH0501'AND 3 FT S. OF A USGS WITNESS POST.
 MH0501'
 MH0501'REFERENCE MARK NO. 1, STAMPED OTTER NO 1 1970 IS E. OF THE
 MH0501'STATION, 112 FT N. AND 49 FT W. OF CENTER RD. AT FENCE N., 3
 MH0501'FT S. OF THE N. RIGHT-OF-WAY FENCE.
 MH0501'
 MH0501'REFERENCE MARK NO. 2, STAMPED OTTO NO 2 1970 IS W. OF THE STATION,
 MH0501'108 FT N. AND 130 FT W. OF CENTER OF RD. AT FENCE N., 3 FT
 MH0501'S. OF THE N. RIGHT-OF-WAY FENCE.
 MH0501'
 MH0501'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 MH0501'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 MH0501'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE
 MH0501'GROUND.
 MH0501'
 MH0501'NO AZIMUTH MARK WAS SET.
 MH0501'
 MH0501'REFERENCE AZIMUTH USED - AMERICAN TELEPHONE AND TELEGRAPH
 MH0501'CO. MICROWAVE TOWER POINT OBSERVED, CENTER RED LIGHT.  THE TOWER
 MH0501'IS A SQUARE TALL CONCRETE STRUCTURE WITH FOUR REFLECTORS EXTENDING
 MH0501'FROM THE TOP OF THE STRUCTURE.  IT IS LOCATED ABOUT 150 FT E. OF
 MH0501'AN OILED RD., T. 82 N., R. 13 W., NEAR THE CENTER OF THE NW.
 MH0501'QUARTER OF SEC. 30.
 MH0501'
 MH0501'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0656 ***********************************************************************
 MH0656  DESIGNATION -  OTTER
 MH0656  PID         -  MH0656
 MH0656  STATE/COUNTY-  IA/CLARKE
 MH0656  USGS QUAD   -  WOODBURN (1983)
 MH0656
 MH0656                         *CURRENT SURVEY CONTROL
 MH0656  ___________________________________________________________________
 MH0656* NAD 83(1996)-  41 05 18.71048(N)    093 35 44.87482(W)     ADJUSTED  
 MH0656* NAVD 88     -       327.     (meters)    1073.     (feet)  SCALED    
 MH0656  ___________________________________________________________________
 MH0656  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 MH0656  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 MH0656
 MH0656  HORZ ORDER  -  FIRST
 MH0656
 MH0656.The horizontal coordinates were established by classical geodetic methods
 MH0656.and adjusted by the National Geodetic Survey in May 1999..
 MH0656
 MH0656.The orthometric height was scaled from a topographic map.
 MH0656
 MH0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0656
 MH0656.The geoid height was determined by GEOID03.
 MH0656
 MH0656;                    North         East     Units Scale Factor Converg.
 MH0656;SPC IA S     -   120,883.881   491,951.166   MT  0.99995028   -0 03 47.2
 MH0656;UTM  15      - 4,548,755.882   449,959.410   MT  0.99963082   -0 23 29.7
 MH0656
 MH0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0656!SPC IA S     -   0.99995362  x   0.99995028  =   0.99990390
 MH0656!UTM  15      -   0.99995362  x   0.99963082  =   0.99958445
 MH0656
 MH0656|---------------------------------------------------------------------|
 MH0656| PID    Reference Object                     Distance      Geod. Az  |
 MH0656|                                                           dddmmss.s |
 MH0656| CL9179 OTTER RM 1                           26.637 METERS 09021     |
 MH0656| CL9180 OTTER RM 2                           25.388 METERS 19443     |
 MH0656| CL9178 OTTER AZ MK                                        2702423.2 |
 MH0656|---------------------------------------------------------------------|
 MH0656
 MH0656                          SUPERSEDED SURVEY CONTROL
 MH0656
 MH0656  NAD 83(1986)-  41 05 18.71417(N)    093 35 44.88696(W) AD(       ) 1
 MH0656  NAD 27      -  41 05 18.72520(N)    093 35 44.10580(W) AD(       ) 1
 MH0656
 MH0656.Superseded values are not recommended for survey control.
 MH0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0656.See file dsdata.txt to determine how the superseded data were derived.
 MH0656
 MH0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF4995948756(NAD 83)
 MH0656_MARKER: DS = TRIANGULATION STATION DISK
 MH0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0656
 MH0656  HISTORY     - Date     Condition        Report By
 MH0656  HISTORY     - 1958     MONUMENTED       CGS
 MH0656
 MH0656                          STATION DESCRIPTION
 MH0656
 MH0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MH0656'THE STATION IS ABOUT 10 MILES EAST AND 4-1/2 MILES NORTH
 MH0656'OF OSCEOLA, IN THE SOUTHEAST CORNER OF SECTION 27, T. 73 N.,
 MH0656'R. 24 W., ON LAND OWNED BY MR. VIRGIL PAULL.  IT IS 28 FEET
 MH0656'SOUTHEAST OF A FENCE CORNER, 4 FEET EAST OF A WHITE WITNESS
 MH0656'POST, 23 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD AND
 MH0656'1 FOOT NORTH OF A FENCE.  THE MONUMENT PROJECTS 3 INCHES
 MH0656'AND THE DISK IS STAMPED OTTER 1958.
 MH0656'
 MH0656'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 MH0656'69 AND 34 IN THE SOUTHERN SECTION OF OSCEOLA, GO EAST ON
 MH0656'U.S. HIGHWAY 34 FOR 8.85 MILES TO A CROSSROAD.  TURN LEFT
 MH0656'AND GO NORTH ON A GRAVELED ROAD FOR 2.95 MILES TO A
 MH0656'T-INTERSECTION.  TURN RIGHT AND GO EAST FOR 0.25 MILE TO A SIDE
 MH0656'ROAD LEFT.  TURN LEFT AND GO NORTH FOR 2.2 MILES TO A
 MH0656'SIDE ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.5 MILE TO
 MH0656'THE STATION ON THE LEFT, SOUTH, SIDE OF THE ROAD.
 MH0656'
 MH0656'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST
 MH0656'ON THE DIRT ROAD FOR 0.45 MILE TO THE MARK ON THE LEFT, SOUTH,
 MH0656'SIDE OF THE ROAD.
 MH0656'
 MH0656'REFERENCE MARK 1 IS 92 FEET EAST OF A WHITE WITNESS POST,
 MH0656'25 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD AND 1 FOOT
 MH0656'NORTH OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 MH0656'DISK IS STAMPED OTTER NO 1 1958.
 MH0656'
 MH0656'REFERENCE MARK 2 IS 82 FEET SOUTH OF A WHITE WITNESS POST,
 MH0656'78 FEET SOUTH OF THE CENTER OF A GATE AND 1 FOOT EAST OF
 MH0656'A FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 MH0656'OTTER NO 2 1958.
 MH0656'
 MH0656'THE AZIMUTH MARK IS 59 FEET NORTHEAST OF THE NORTHEAST CORNER
 MH0656'OF A FRAME HOUSE, 41 FEET SOUTH OF THE CENTERLINE OF THE
 MH0656'DIRT ROAD, 18 FEET EAST OF THE CENTERLINE OF A DRIVEWAY,
 MH0656'1 FOOT SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT EAST
 MH0656'OF A TELEPHONE POLE.  THE MONUMENT PROJECTS 2 INCHES AND
 MH0656'THE DISK IS STAMPED OTTER 1958.
 MH0656'
 MH0656'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0645 ***********************************************************************
 NK0645  DESIGNATION -  OTTO
 NK0645  PID         -  NK0645
 NK0645  STATE/COUNTY-  IA/GRUNDY
 NK0645  USGS QUAD   -  STOUT (1971)
 NK0645
 NK0645                         *CURRENT SURVEY CONTROL
 NK0645  ___________________________________________________________________
 NK0645* NAD 83(1996)-  42 32 44.26059(N)    092 41 33.33880(W)     ADJUSTED  
 NK0645* NAVD 88     -       311.6    (meters)    1022.     (feet)  VERTCON   
 NK0645  ___________________________________________________________________
 NK0645  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 NK0645  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 NK0645
 NK0645  HORZ ORDER  -  SECOND
 NK0645
 NK0645.The horizontal coordinates were established by classical geodetic methods
 NK0645.and adjusted by the National Geodetic Survey in May 1999..
 NK0645
 NK0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0645
 NK0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0645
 NK0645.The geoid height was determined by GEOID03.
 NK0645
 NK0645;                    North         East     Units Scale Factor Converg.
 NK0645;SPC IA N     - 1,116,461.024 1,566,315.210   MT  0.99994763   +0 32 50.0
 NK0645;UTM  15      - 4,710,405.345   525,239.991   MT  0.99960784   +0 12 28.3
 NK0645
 NK0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0645!SPC IA N     -   0.99995612  x   0.99994763  =   0.99990375
 NK0645!UTM  15      -   0.99995612  x   0.99960784  =   0.99956398
 NK0645
 NK0645|---------------------------------------------------------------------|
 NK0645| PID    Reference Object                     Distance      Geod. Az  |
 NK0645|                                                           dddmmss.s |
 NK0645| CI6080 OTTO RM 1                            22.399 METERS 06713     |
 NK0645| CI6081 OTTO RM 2                            23.585 METERS 11742     |
 NK0645| NK0651 PARKERSBURG MUNICIPAL TANK          APPROX. 8.6 KM 2934044.9 |
 NK0645|---------------------------------------------------------------------|
 NK0645
 NK0645                          SUPERSEDED SURVEY CONTROL
 NK0645
 NK0645  NAD 83(1996)-  42 32 44.26067(N)    092 41 33.33873(W) AD(       ) 2
 NK0645  NAD 83(1986)-  42 32 44.25804(N)    092 41 33.33239(W) AD(       ) 2
 NK0645  NAD 27      -  42 32 44.32860(N)    092 41 32.63164(W) AD(       ) 2
 NK0645  NGVD 29 (07/19/86)  311.6    (m)         1022.     (f) VERT ANG       
 NK0645
 NK0645.Superseded values are not recommended for survey control.
 NK0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0645.See file dsdata.txt to determine how the superseded data were derived.
 NK0645
 NK0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2524010405(NAD 83)
 NK0645_MARKER: DD = SURVEY DISK
 NK0645_SETTING: 0 = UNSPECIFIED SETTING
 NK0645
 NK0645  HISTORY     - Date     Condition        Report By
 NK0645  HISTORY     - 1970     MONUMENTED       USGS
 NK0645
 NK0645                          STATION DESCRIPTION
 NK0645
 NK0645'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0645'THE STATION IS ABOUT 05.5 MI ESE. OF PARKERSBURG, ABOUT 400 FT
 NK0645'S. OF THE S. SIXTEENTH COR. BETWEEN SECS. 1 AND 2.  T. 89 N., R. 16
 NK0645'W., ON A PROMINENT HILL, AT THE NE. YARD FENCE COR. OF PROPERTY
 NK0645'BELONGING TO OTTO BROCKA.
 NK0645'
 NK0645'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PARKERSBURG,
 NK0645'GO S. ON THIRD STREET TO THE JCT. OF U.S. HWY. 20, TURN LEFT ON
 NK0645'U.S. HWY. 20 AND GO E. FOR ABOUT 0.8 MI TO THE JCT. OF S. HWY. 14
 NK0645'S.  CONTINUE E. FOR 4.0 MI TO A CROSSROAD, TURN RIGHT AND GO
 NK0645'S. FOR ABOUT 1.6 MI TO THE TOP OF A PROMINENT HILL AND FARMYARD
 NK0645'ON THE RIGHT, AND THE STATION NEAR THE NE. YARD FENCE COR.
 NK0645'
 NK0645'THE STATION MARK, STAMPED ET OTTO 1970 IS 14 FT N. AND 36 FT
 NK0645'W. CENTER RD. AT FIELD ENTRANCE E.  2 FT N. AND 2 FT W. OF THE
 NK0645'NE. YARD FENCE COR.
 NK0645'
 NK0645'REFERENCE MARK NO. 1, STAMPED OTTO NO 1 1970 IS NE. OF THE
 NK0645'STATION, 42 FT N. AND 33 FT E. CENTER RD. AT FIELD ENTRANCE E., 2
 NK0645'FT W. OF THE E. RIGHT-OF-WAY FENCE.
 NK0645'
 NK0645'REFERENCE MARK NO. 2, STAMPED OTTO NO 2 1970 IS SE. OF THE
 NK0645'STATION, 23 FT S. AND 32 FT E. CENTER RD. AT FIELD ENTRANCE E, 2
 NK0645'FT W. OF THE E. RIGHT-OF-WAY FENCE, 2 FT W. OF A USGS WITNESS
 NK0645'POST.
 NK0645'
 NK0645'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0645'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NK0645'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE
 NK0645'GROUND.
 NK0645'
 NK0645'REFERENCE AZIMUTH USED - PARKERSBURG MWT, THE STATION IS LOCATED
 NK0645'IN PARKERSBURG, ABOUT 100 FT N. AND ABOUT 100 FT E. OF THE
 NK0645'INTERSECTION OF FOURTH STREET AND BETHEL STREET.  IT WAS BUILT IN
 NK0645'1915 AND IS A FOUR LEGGED STRUCTURE PAINTED ALUMINUM.
 NK0645'
 NK0645'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0532 ***********************************************************************
 MH0532  DESIGNATION -  OTTUMWA
 MH0532  PID         -  MH0532
 MH0532  STATE/COUNTY-  IA/WAPELLO
 MH0532  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0532
 MH0532                         *CURRENT SURVEY CONTROL
 MH0532  ___________________________________________________________________
 MH0532* NAD 83(1996)-  41 02 11.17009(N)    092 23 50.91113(W)     ADJUSTED  
 MH0532* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 MH0532  ___________________________________________________________________
 MH0532  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 MH0532  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MH0532
 MH0532  HORZ ORDER  -  FIRST
 MH0532
 MH0532.The horizontal coordinates were established by classical geodetic methods
 MH0532.and adjusted by the National Geodetic Survey in May 1999..
 MH0532
 MH0532.The orthometric height was scaled from a topographic map.
 MH0532
 MH0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0532
 MH0532.The geoid height was determined by GEOID03.
 MH0532
 MH0532;                    North         East     Units Scale Factor Converg.
 MH0532;SPC IA S     -   115,681.886   592,703.128   MT  0.99995247   +0 43 34.4
 MH0532;UTM  15      - 4,542,976.668   550,645.464   MT  0.99963157   +0 23 44.1
 MH0532
 MH0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0532!SPC IA S     -   0.99996512  x   0.99995247  =   0.99991759
 MH0532!UTM  15      -   0.99996512  x   0.99963157  =   0.99959670
 MH0532
 MH0532:                Primary Azimuth Mark                     Grid Az
 MH0532:SPC IA S     -  WAPELLO COUNTY FARM TANK                 010 04 09.4
 MH0532:UTM  15      -  WAPELLO COUNTY FARM TANK                 010 23 59.7
 MH0532
 MH0532|---------------------------------------------------------------------|
 MH0532| PID    Reference Object                     Distance      Geod. Az  |
 MH0532|                                                           dddmmss.s |
 MH0532| MH0524 WAPELLO COUNTY FARM TANK            APPROX. 4.5 KM 0104743.8 |
 MH0532| MH0520 HEDRICK MUNICIPAL TANK              APPROX.16.8 KM 0260142.5 |
 MH0532| CL9183 OTTUMWA AZ MK                                      0511045.4 |
 MH0532| CL9187 OTTUMWA RM 3                         36.238 METERS 06040     |
 MH0532| CL9185 OTTUMWA RM 1                         36.597 METERS 06044     |
 MH0532| MH0527 OTTUMWA J MORRELL CO LGE STACK      APPROX. 3.3 KM 1715028.2 |
 MH0532| MH0525 OTTUMWA JOHN MORRELL CO STACK       APPROX. 3.5 KM 1751541.3 |
 MH0532| MH0531 OTTUMWA MUNICIPAL TANK              APPROX. 0.5 KM 1813227.3 |
 MH0532| MH0537 OTTUMWA JOHN DEERE PLANT TANK       APPROX. 3.7 KM 1984521.0 |
 MH0532| CL9184 OTTUMWA AZ MK RESET                                2702556.9 |
 MH0532| CL9186 OTTUMWA RM 2                         33.238 METERS 30301     |
 MH0532|---------------------------------------------------------------------|
 MH0532
 MH0532                          SUPERSEDED SURVEY CONTROL
 MH0532
 MH0532  NAD 83(1986)-  41 02 11.17455(N)    092 23 50.92289(W) AD(       ) 1
 MH0532  NAD 27      -  41 02 11.12260(N)    092 23 50.25490(W) AD(       ) 1
 MH0532
 MH0532.Superseded values are not recommended for survey control.
 MH0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0532.See file dsdata.txt to determine how the superseded data were derived.
 MH0532
 MH0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF5064542977(NAD 83)
 MH0532_MARKER: DS = TRIANGULATION STATION DISK
 MH0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0532_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0532
 MH0532  HISTORY     - Date     Condition        Report By
 MH0532  HISTORY     - 1934     MONUMENTED       CGS
 MH0532  HISTORY     - 1952     GOOD             CGS
 MH0532  HISTORY     - 1956     GOOD             CGS
 MH0532
 MH0532                          STATION DESCRIPTION
 MH0532
 MH0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0532'STATION IS IN THE NE SECTION OF OTTUMWA, ABOUT 1-1/2 MILES
 MH0532'NE OF THE BUSINESS SECTION, IN THE SW ANGLE OF THE T-INTERSECTION
 MH0532'OF VAN NESS STREET (TO W) AND ELM STREET (N AND S), IN THE SE
 MH0532'1/4 SEC. 18, T 72 N, R 13 W.  THE MARK IS ABOUT 200 YARDS
 MH0532'SE OF THE ST. JOSEPH HOSPITAL, 75 FEET W OF THE CENTER LINE
 MH0532'OF ELM STREET, 39 FEET W OF A FIRE HYDRANT, 30 FEET S OF THE
 MH0532'CENTER LINE OF VAN NESS STREET, IN THE S RIGHT-OF-WAY FENCE
 MH0532'OF VAN NESS STREET AND PROJECTS 3 INCHES ABOVE THE SURFACE.
 MH0532'
 MH0532'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MH0532'BRONZE DISKS SET IN CONCRETE.
 MH0532'
 MH0532'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 1 FOOT W OF THE
 MH0532'E RIGHT-OF-WAY FENCE OF ELM STREET, 3 FEET S OF THE PROJECTED
 MH0532'N RIGHT-OF-WAY FENCE OF VAN NESS STREET, 196.41 FEET E OF
 MH0532'REFERENCE MARK NO. 2 AND PROJECTS 6 INCHES ABOVE THE SURFACE.
 MH0532'
 MH0532'REFERENCE MARK NO. 2 IS WNW OF THE STATION, 1 FOOT S OF THE N
 MH0532'RIGHT-OF-WAY FENCE OF VAN NESS STREET, 8 FEET E OF THE SE
 MH0532'CORNER OF THE GROUNDS OF THE ST. JOSEPH HOSPITAL AND PROJECTS
 MH0532'5 INCHES ABOVE THE SURFACE.
 MH0532'
 MH0532'THE AZIMUTH MARK IS NE OF THE STATION, 1 FOOT S OF THE N
 MH0532'RIGHT-OF-WAY FENCE OF AN E-W ROAD, 0.1 MILE E OF A STREET
 MH0532'CROSSING, 21 FEET W OF A POWER LINE POLE ACROSS THE ROAD
 MH0532'(NNE) FROM THE FIRST HOUSE E OF THE STREET CROSSING AND PROJECTS
 MH0532'6 INCHES ABOVE THE SURFACE.
 MH0532'
 MH0532'ALL LIGHTS CAME INTO VIEW AT 45 FEET.
 MH0532
 MH0532                          STATION RECOVERY (1952)
 MH0532
 MH0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 MH0532'STATION MARK RECOVERED AND FOUND TO BE IN GOOD CONDITION, IT
 MH0532'IS IN THE FRONT YARD OF MR. GEORGE A. ZIKA RESIDENCE, THE MARK
 MH0532'WAS LOWERED TO FLUSH WITH THE GROUND, IT IS 41.79 FEET NNE
 MH0532'OF NE CORNER OF THE HOUSE.
 MH0532'
 MH0532'REFERENCE MARK NO. 1 RECOVERED AS PREVIOUSLY DESCRIBED AND
 MH0532'FOUND TO BE IN GOOD CONDITION
 MH0532'
 MH0532'REFERENCE MARK NO. 2 RECOVERED 109.31 FEET WNW OF THE STATION,
 MH0532'IT IS NOW IN THE CONCRETE DRIVEWAY OF THE RESIDENCE ON THE
 MH0532'NORTH SIDE OF THE STREET, AND IS FLUSH WITH THE DRIVEWAY.
 MH0532'
 MH0532'AZIMUTH MARK RECOVERED AS PREVIOUSLY DESCRIBED EXCEPT THE FENCE
 MH0532'MENTION HAS BEEN REMOVED.  THE MARK IS IN GOOD CONDITION.
 MH0532
 MH0532                          STATION RECOVERY (1956)
 MH0532
 MH0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0532'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 MH0532'GOOD CONDITION.  DUE TO A PROPERTY OWNERS REQUEST, REFERENCE
 MH0532'MARK NUMBER 1 WAS DESTROYED BY THIS PARTY THIS YEAR AND
 MH0532'REFERENCE MARK NUMBER 3 WAS ESTABLISHED.  THE OLD AZIMUTH MARK
 MH0532'WAS OBSTRUCTED SO IT WAS DESTROYED BY THIS PARTY THIS YEAR.
 MH0532'A NEW AZIMUTH MARK WAS ESTABLISHED THIS YEAR.  DUE TO SEVERAL
 MH0532'CHANGES IN THE AREA, A COMPLETE NEW DESCRIPTION FOLLOWS.
 MH0532'
 MH0532'STATION IS IN THE NORTHEAST SECTION OF OTTUMWA, IN SECTION
 MH0532'18, T 72 N, R 13 W, ON LAND OWNED AND OCCUPIED BY MR. GEORGE
 MH0532'ZIKA.
 MH0532'
 MH0532'TO REACH THE STATION FROM THE ST. JOSEPH HOSPITAL IN OTTUMWA,
 MH0532'GO EAST ON VANNESS AVE. FOR 0.15 MILE TO N. ELM STREET AND THE
 MH0532'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 MH0532'STATION, GO WEST ON VANNESS AVE. FOR 0.25 MILE TO A CEMETERY
 MH0532'ENTRANCE AND THE AZIMUTH MARK ON THE LEFT.
 MH0532'
 MH0532'STATION MARK IS A STANDARD DISK, STAMPED OTTUMWA 1934, SET
 MH0532'IN A CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE.
 MH0532'IT IS 76 FEET WEST OF THE CENTER OF N. ELM STREET, 30 FEET
 MH0532'SOUTH OF THE CENTER OF VANNESS AVE., 40.5 FEET NORTH OF THE
 MH0532'NORTHEAST CORNER OF MR. GEORGE ZIKAS HOUSE AND 62.5 FEET
 MH0532'EAST OF THE CENTER OF THE DRIVEWAY.
 MH0532'
 MH0532'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED OTTUMWA
 MH0532'NO II 1934, SET IN A CONCRETE POST WHICH IS FLUSH WITH THE
 MH0532'SURFACE OF THE DRIVEWAY.  IT IS 30 FEET NORTH OF THE CENTER
 MH0532'OF VANNESS AVE., 46 FEET WEST-NORTHWEST OF A POWER POLE WITH
 MH0532'A STREET LIGHT AND 99 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 MH0532'OF A LARGE WHITE HOUSE.
 MH0532'
 MH0532'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED OTTUMWA
 MH0532'NO 3 1934, SET IN A CONCRETE POST WHICH IS FLUSH WITH THE
 MH0532'GROUND SURFACE.  IT IS 29 FEET EAST OF THE CENTER OF N. ELM
 MH0532'STREET, 39 FEET NORTH OF THE CENTER OF A DRIVEWAY, 43 FEET
 MH0532'NORTHEAST OF THE INTERSECTION OF N. ELM STREET AND VANNESS
 MH0532'AVE., 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE
 MH0532'AND 18 FEET NORTHEAST OF A POWER POLE WITH A STREET LIGHT.
 MH0532'
 MH0532'AZIMUTH MARK IS A STANDARD DISK, STAMPED OTTUMWA 1934 RESET 1956,
 MH0532'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 MH0532'SURFACE.  IT IS 0.25 MILE WEST OF THE STATION, 28 FEET SOUTH
 MH0532'OF THE CENTER OF VANNESS AVE., 21 FEET EAST OF THE POWELL
 MH0532'GATEWAY ENTRANCE TO THE CEMETERY, 2 FEET NORTH OF THE NORTH
 MH0532'FENCE AROUND THE CEMETERY AND 0.05 MILE WEST OF JEFFERSON
 MH0532'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0526 ***********************************************************************
 MH0526  DESIGNATION -  OTTUMWA ATT CO TV RELAY MAST
 MH0526  PID         -  MH0526
 MH0526  STATE/COUNTY-  IA/WAPELLO
 MH0526  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0526
 MH0526                         *CURRENT SURVEY CONTROL
 MH0526  ___________________________________________________________________
 MH0526* NAD 83(1996)-  41 01 28.74120(N)    092 28 11.83953(W)     ADJUSTED  
 MH0526* NAVD 88     -                                                        
 MH0526  ___________________________________________________________________
 MH0526  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 MH0526  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MH0526
 MH0526  HORZ ORDER  -  THIRD
 MH0526
 MH0526.The horizontal coordinates were established by classical geodetic methods
 MH0526.and adjusted by the National Geodetic Survey in May 1999..
 MH0526
 MH0526
 MH0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0526
 MH0526.The geoid height was determined by GEOID03.
 MH0526
 MH0526;                    North         East     Units Scale Factor Converg.
 MH0526;SPC IA S     -   114,298.465   586,624.606   MT  0.99995308   +0 40 42.6
 MH0526;UTM  15      - 4,541,628.783   544,561.037   MT  0.99962444   +0 20 52.5
 MH0526
 MH0526                          SUPERSEDED SURVEY CONTROL
 MH0526
 MH0526  NAD 83(1986)-  41 01 28.74517(N)    092 28 11.85130(W) AD(       ) 4
 MH0526  NAD 27      -  41 01 28.69600(N)    092 28 11.17600(W) AD(       ) 3
 MH0526
 MH0526.Superseded values are not recommended for survey control.
 MH0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0526.See file dsdata.txt to determine how the superseded data were derived.
 MH0526
 MH0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4456141629(NAD 83)
 MH0526_MARKER: 42 = RADIO/TV MAST
 MH0526
 MH0526  HISTORY     - Date     Condition        Report By
 MH0526  HISTORY     - 1956     FIRST OBSERVED   CGS
 MH0526
 MH0526                          STATION DESCRIPTION
 MH0526
 MH0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0526'THE STATION IS ABOUT 2 MILES WEST OF OTTUMWA, AND 1 MILE
 MH0526'NORTH OF U.S. HIGHWAY 34.
 MH0526'
 MH0526'THE STATION IS THE TOP AND CENTER OF SLENDER MAST WHICH IS
 MH0526'A STEEL STRUCTURE ABOUT 100 FEET HIGH, AND HAS TWO METAL
 MH0526'REFLECTORS AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0534 ***********************************************************************
 MH0534  DESIGNATION -  OTTUMWA IOWA SOUTHERN UTIL STK
 MH0534  PID         -  MH0534
 MH0534  STATE/COUNTY-  IA/WAPELLO
 MH0534  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0534
 MH0534                         *CURRENT SURVEY CONTROL
 MH0534  ___________________________________________________________________
 MH0534* NAD 83(1996)-  41 00 54.12938(N)    092 24 36.33072(W)     ADJUSTED  
 MH0534* NAVD 88     -                                                        
 MH0534  ___________________________________________________________________
 MH0534  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 MH0534  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 MH0534
 MH0534  HORZ ORDER  -  THIRD
 MH0534
 MH0534.The horizontal coordinates were established by classical geodetic methods
 MH0534.and adjusted by the National Geodetic Survey in May 1999..
 MH0534
 MH0534
 MH0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0534
 MH0534.The geoid height was determined by GEOID03.
 MH0534
 MH0534;                    North         East     Units Scale Factor Converg.
 MH0534;SPC IA S     -   113,292.228   591,672.128   MT  0.99995360   +0 43 04.5
 MH0534;UTM  15      - 4,540,593.769   549,601.024   MT  0.99963028   +0 23 13.7
 MH0534
 MH0534                          SUPERSEDED SURVEY CONTROL
 MH0534
 MH0534  NAD 83(1986)-  41 00 54.13347(N)    092 24 36.34241(W) AD(       ) 4
 MH0534  NAD 27      -  41 00 54.08100(N)    092 24 35.67500(W) AD(       ) 3
 MH0534
 MH0534.Superseded values are not recommended for survey control.
 MH0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0534.See file dsdata.txt to determine how the superseded data were derived.
 MH0534
 MH0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4960140594(NAD 83)
 MH0534_MARKER: 63 = STACK
 MH0534
 MH0534  HISTORY     - Date     Condition        Report By
 MH0534  HISTORY     - 1956     FIRST OBSERVED   CGS
 MH0534
 MH0534                          STATION DESCRIPTION
 MH0534
 MH0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0534'STATION IS LOCATED IN OTTUMWA, IN THE SOUTHWEST ANGLE OF THE
 MH0534'JUNCTION OF U.S. HIGHWAYS 63 AND 34, AT THE NORTH SIDE OF THE
 MH0534'CHICAGO, BURLINGTON, AND QUINCY RAILROAD TRACKS, AND AT THE
 MH0534'WEST SIDE OF THE NORTH END OF OVERPASS.
 MH0534'
 MH0534'STATION IS THE TOP AND CENTER OF CONCRETE STACK.  IT IS AT THE
 MH0534'EASTERN PART OF PLANT AND IS ABOUT 200 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0528 ***********************************************************************
 MH0528  DESIGNATION -  OTTUMWA JOHN DEERE PLANT STACK
 MH0528  PID         -  MH0528
 MH0528  STATE/COUNTY-  IA/WAPELLO
 MH0528  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0528
 MH0528                         *CURRENT SURVEY CONTROL
 MH0528  ___________________________________________________________________
 MH0528* NAD 83(1996)-  41 00 17.57893(N)    092 24 40.98687(W)     ADJUSTED  
 MH0528* NAVD 88     -                                                        
 MH0528  ___________________________________________________________________
 MH0528  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 MH0528  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MH0528
 MH0528  HORZ ORDER  -  THIRD
 MH0528
 MH0528.The horizontal coordinates were established by classical geodetic methods
 MH0528.and adjusted by the National Geodetic Survey in May 1999..
 MH0528
 MH0528
 MH0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0528
 MH0528.The geoid height was determined by GEOID03.
 MH0528
 MH0528;                    North         East     Units Scale Factor Converg.
 MH0528;SPC IA S     -   112,163.485   591,577.458   MT  0.99995419   +0 43 01.5
 MH0528;UTM  15      - 4,539,465.956   549,499.872   MT  0.99963016   +0 23 10.4
 MH0528
 MH0528                          SUPERSEDED SURVEY CONTROL
 MH0528
 MH0528  NAD 83(1986)-  41 00 17.58284(N)    092 24 40.99851(W) AD(       ) 4
 MH0528  NAD 27      -  41 00 17.52900(N)    092 24 40.33200(W) AD(       ) 3
 MH0528
 MH0528.Superseded values are not recommended for survey control.
 MH0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0528.See file dsdata.txt to determine how the superseded data were derived.
 MH0528
 MH0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4950039466(NAD 83)
 MH0528_MARKER: 63 = STACK
 MH0528
 MH0528  HISTORY     - Date     Condition        Report By
 MH0528  HISTORY     - 1956     FIRST OBSERVED   CGS
 MH0528
 MH0528                          STATION DESCRIPTION
 MH0528
 MH0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0528'THE STATION IS IN THE SOUTHEASTERN PART OF OTTUMWA, AT EAST
 MH0528'VINE STREET AND NORTH MADISON AVENUE.
 MH0528'
 MH0528'STATION IS THE TOP AND CENTER OF THE RED BRICK STACK AT THE
 MH0528'WEST EDGE OF PLANT.  THE STACK IS ABOUT 120 FEET HIGH AND IS
 MH0528'LETTERED VERTICALLY JOHN DEERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0537 ***********************************************************************
 MH0537  DESIGNATION -  OTTUMWA JOHN DEERE PLANT TANK
 MH0537  PID         -  MH0537
 MH0537  STATE/COUNTY-  IA/WAPELLO
 MH0537  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0537
 MH0537                         *CURRENT SURVEY CONTROL
 MH0537  ___________________________________________________________________
 MH0537* NAD 83(1996)-  41 00 17.58684(N)    092 24 41.82297(W)     ADJUSTED  
 MH0537* NAVD 88     -                                                        
 MH0537  ___________________________________________________________________
 MH0537  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 MH0537  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MH0537
 MH0537  HORZ ORDER  -  THIRD
 MH0537
 MH0537.The horizontal coordinates were established by classical geodetic methods
 MH0537.and adjusted by the National Geodetic Survey in May 1999..
 MH0537
 MH0537
 MH0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0537
 MH0537.The geoid height was determined by GEOID03.
 MH0537
 MH0537;                    North         East     Units Scale Factor Converg.
 MH0537;SPC IA S     -   112,163.484   591,557.919   MT  0.99995419   +0 43 00.9
 MH0537;UTM  15      - 4,539,466.068   549,480.339   MT  0.99963013   +0 23 09.8
 MH0537
 MH0537                          SUPERSEDED SURVEY CONTROL
 MH0537
 MH0537  NAD 83(1986)-  41 00 17.59095(N)    092 24 41.83450(W) AD(       ) 4
 MH0537  NAD 27      -  41 00 17.53700(N)    092 24 41.16700(W) AD(       ) 3
 MH0537
 MH0537.Superseded values are not recommended for survey control.
 MH0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0537.See file dsdata.txt to determine how the superseded data were derived.
 MH0537
 MH0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4948039466(NAD 83)
 MH0537_MARKER: 53 = ELEVATED TANK
 MH0537
 MH0537  HISTORY     - Date     Condition        Report By
 MH0537  HISTORY     - 1934     FIRST OBSERVED   CGS
 MH0537  HISTORY     - 1956     GOOD             CGS
 MH0537
 MH0537                          STATION DESCRIPTION
 MH0537
 MH0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0537'STATION IS THE CENTER OF THE BALL ON TOP OF A BLACK WATER TANK
 MH0537'OF THE DAIN MANUFACTURING COMPANY AT MADISON AND VINE STREETS.
 MH0537'THE TANK IS ABOUT 75 FEET HIGH AND IS LETTERED JOHN DEERE.
 MH0537
 MH0537                          STATION RECOVERY (1956)
 MH0537
 MH0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0537'THE STATION IS IN THE SOUTHEASTERN PART OF OTTUMWA, AT EAST
 MH0537'VINE STREET AND NORTH MADISON AVENUE.
 MH0537'
 MH0537'THE STATION IS THE BALL ATOP THE SILVER COLORED TANK WHICH
 MH0537'IS ELEVATED ON A 4-LEGGED STEEL STRUCTURE, ABOUT 100 FEET
 MH0537'HIGH.  IT IS JUST NORTH OF THE OTTUMWA WORKS JOHN DEERE BUILDING
 MH0537'AND WEST-SOUTHWEST OF THE JOHN DEERE STACK.
 MH0537'
 MH0537'PROBABLY THE SAME AS OTTUMWA, DAIN MFG. CO., TANK, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0525 ***********************************************************************
 MH0525  DESIGNATION -  OTTUMWA JOHN MORRELL CO STACK
 MH0525  PID         -  MH0525
 MH0525  STATE/COUNTY-  IA/WAPELLO
 MH0525  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0525
 MH0525                         *CURRENT SURVEY CONTROL
 MH0525  ___________________________________________________________________
 MH0525* NAD 83(1996)-  41 00 18.98860(N)    092 23 38.63602(W)     ADJUSTED  
 MH0525* NAVD 88     -                                                        
 MH0525  ___________________________________________________________________
 MH0525  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 MH0525  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 MH0525
 MH0525  HORZ ORDER  -  THIRD
 MH0525
 MH0525.The horizontal coordinates were established by classical geodetic methods
 MH0525.and adjusted by the National Geodetic Survey in May 1999..
 MH0525
 MH0525
 MH0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0525
 MH0525.The geoid height was determined by GEOID03.
 MH0525
 MH0525;                    North         East     Units Scale Factor Converg.
 MH0525;SPC IA S     -   112,225.345   593,033.810   MT  0.99995417   +0 43 42.5
 MH0525;UTM  15      - 4,539,519.388   550,956.085   MT  0.99963196   +0 23 51.3
 MH0525
 MH0525                          SUPERSEDED SURVEY CONTROL
 MH0525
 MH0525  NAD 83(1986)-  41 00 18.99309(N)    092 23 38.64763(W) AD(       ) 4
 MH0525  NAD 27      -  41 00 18.93800(N)    092 23 37.98100(W) AD(       ) 3
 MH0525
 MH0525.Superseded values are not recommended for survey control.
 MH0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0525.See file dsdata.txt to determine how the superseded data were derived.
 MH0525
 MH0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF5095639519(NAD 83)
 MH0525_MARKER: 63 = STACK
 MH0525
 MH0525  HISTORY     - Date     Condition        Report By
 MH0525  HISTORY     - 1934     FIRST OBSERVED   CGS
 MH0525
 MH0525                          STATION DESCRIPTION
 MH0525
 MH0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0525'STATION IS THE CENTER OF A BUFF-BRICK STACK AT THE MEAT-PACKING
 MH0525'PLANT OF JOHN MORRELL AND COMPANY.  THE STACK IS IN THE SW PART
 MH0525'OF THE PLANT AND ABOUT 25 FEET HAS BEEN ADDED TO ITS HEIGHT
 MH0525'BY MEANS OF RED TILE BRICK.  THERE IS A PRONOUNCED BULGE AT THE
 MH0525'POINT OF ADDITION.  THE TOTAL HEIGHT IS ABOUT 100 FEET.  THE
 MH0525'PLANT IS LOCATED AT HAYS AND IOWA STREETS IN OTTUMWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0531 ***********************************************************************
 MH0531  DESIGNATION -  OTTUMWA MUNICIPAL TANK
 MH0531  PID         -  MH0531
 MH0531  STATE/COUNTY-  IA/WAPELLO
 MH0531  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0531
 MH0531                         *CURRENT SURVEY CONTROL
 MH0531  ___________________________________________________________________
 MH0531* NAD 83(1996)-  41 01 53.54019(N)    092 23 51.53742(W)     ADJUSTED  
 MH0531* NAVD 88     -                                                        
 MH0531  ___________________________________________________________________
 MH0531  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 MH0531  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MH0531
 MH0531  HORZ ORDER  -  THIRD
 MH0531
 MH0531.The horizontal coordinates were established by classical geodetic methods
 MH0531.and adjusted by the National Geodetic Survey in May 1999..
 MH0531
 MH0531
 MH0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0531
 MH0531.The geoid height was determined by GEOID03.
 MH0531
 MH0531;                    North         East     Units Scale Factor Converg.
 MH0531;SPC IA S     -   115,137.914   592,695.393   MT  0.99995272   +0 43 34.0
 MH0531;UTM  15      - 4,542,432.924   550,634.593   MT  0.99963155   +0 23 43.6
 MH0531
 MH0531                          SUPERSEDED SURVEY CONTROL
 MH0531
 MH0531  NAD 83(1986)-  41 01 53.54441(N)    092 23 51.54908(W) AD(       ) 4
 MH0531  NAD 27      -  41 01 53.49200(N)    092 23 50.88100(W) AD(       ) 3
 MH0531
 MH0531.Superseded values are not recommended for survey control.
 MH0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0531.See file dsdata.txt to determine how the superseded data were derived.
 MH0531
 MH0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF5063542433(NAD 83)
 MH0531_MARKER: 53 = ELEVATED TANK
 MH0531_SETTING: 0 = UNSPECIFIED SETTING
 MH0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0531+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2005
 MH0531
 MH0531  HISTORY     - Date     Condition        Report By
 MH0531  HISTORY     - 1934     FIRST OBSERVED   CGS
 MH0531  HISTORY     - 1956     GOOD             CGS
 MH0531  HISTORY     - 1963     GOOD             CGS
 MH0531  HISTORY     - 1978     GOOD             NGS
 MH0531  HISTORY     - 20051226 GOOD             GEOCAC
 MH0531
 MH0531                          STATION DESCRIPTION
 MH0531
 MH0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0531'STATION IS THE CENTER ON A BALL OF A LARGE BLACK TANK OF
 MH0531'OTTUMWA CITY WATERWORKS.  IT IS LOCATED IN THE NE SECTION OF
 MH0531'THE CITY IN MEMORIAL PARK.  IT IS VERY CONSPICUOUS AS IT IS
 MH0531'LOCATED ON A HILL OVERLOOKING THE CITY AND IS, ITSELF, 200
 MH0531'FEET HIGH.
 MH0531
 MH0531                          STATION RECOVERY (1956)
 MH0531
 MH0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0531'STATION IS LOCATED IN THE NORTHERN SECTION OF THE CITY IN
 MH0531'MEMORIAL PARK, AT EAST HIGHLAND AVENUE AND NORTH ELM STREET.
 MH0531'
 MH0531'THE STATION IS THE ROD ON THE BALL ON TOP THE LARGE SILVER TANK
 MH0531'WHICH IS ELEVATED ON AN 8-LEGGED STEEL STRUCTURE, ABOUT 175
 MH0531'FEET IN HEIGHT.  THE TANK IS ON THE HIGHEST GROUND IN THE
 MH0531'VICINITY.
 MH0531'
 MH0531'THE ORIGINAL DESCRIPTION DESCRIBED THE TANK TO BE A LARGE
 MH0531'BLACK TANK.  IT IS NOW SILVER COLOR.
 MH0531
 MH0531                          STATION RECOVERY (1963)
 MH0531
 MH0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 MH0531'RECOVERED AS DESCRIBED
 MH0531
 MH0531                          STATION RECOVERY (1978)
 MH0531
 MH0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (EEE)
 MH0531'RECOVERED AS DESCRIBED.
 MH0531'
 MH0531'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE NORTHEAST
 MH0531'SECTION OF THE CITY OF OTTUMWA.
 MH0531
 MH0531                          STATION RECOVERY (2005)
 MH0531
 MH0531'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MH0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0535 ***********************************************************************
 MH0535  DESIGNATION -  OTTUMWA RADIO STA KLEE MAST
 MH0535  PID         -  MH0535
 MH0535  STATE/COUNTY-  IA/WAPELLO
 MH0535  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0535
 MH0535                         *CURRENT SURVEY CONTROL
 MH0535  ___________________________________________________________________
 MH0535* NAD 83(1996)-  41 01 27.01403(N)    092 28 56.43896(W)     ADJUSTED  
 MH0535* NAVD 88     -                                                        
 MH0535  ___________________________________________________________________
 MH0535  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 MH0535  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 MH0535
 MH0535  HORZ ORDER  -  THIRD
 MH0535
 MH0535.The horizontal coordinates were established by classical geodetic methods
 MH0535.and adjusted by the National Geodetic Survey in May 1999..
 MH0535
 MH0535
 MH0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0535
 MH0535.The geoid height was determined by GEOID03.
 MH0535
 MH0535;                    North         East     Units Scale Factor Converg.
 MH0535;SPC IA S     -   114,232.927   585,583.411   MT  0.99995310   +0 40 13.2
 MH0535;UTM  15      - 4,541,569.273   543,519.824   MT  0.99962331   +0 20 23.2
 MH0535
 MH0535                          SUPERSEDED SURVEY CONTROL
 MH0535
 MH0535  NAD 83(1986)-  41 01 27.01802(N)    092 28 56.45072(W) AD(       ) 4
 MH0535  NAD 27      -  41 01 26.96900(N)    092 28 55.77400(W) AD(       ) 3
 MH0535
 MH0535.Superseded values are not recommended for survey control.
 MH0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0535.See file dsdata.txt to determine how the superseded data were derived.
 MH0535
 MH0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4352041569(NAD 83)
 MH0535_MARKER: 42 = RADIO/TV MAST
 MH0535
 MH0535  HISTORY     - Date     Condition        Report By
 MH0535  HISTORY     - 1956     FIRST OBSERVED   CGS
 MH0535
 MH0535                          STATION DESCRIPTION
 MH0535
 MH0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0535'THE STATION IS ABOUT 3 MILES WEST OF OTTUMWA, AND 1 MILE NORTH
 MH0535'OF U.S. HIGHWAY 34.
 MH0535'
 MH0535'THE STATION IS THE RED LIGHT AT THE TOP AND CENTER OF A SLENDER
 MH0535'STEEL STRUCTURE ABOUT 200 FEET.  THE MAST IS GUYED AND IS PAINTED
 MH0535'RED AND WHITE.  THE KTVO TV MAST IS ABOUT 3/4 MILE EAST OF
 MH0535'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0529 ***********************************************************************
 MH0529  DESIGNATION -  OTTUMWA ST JOSEPHS HOSP STACK
 MH0529  PID         -  MH0529
 MH0529  STATE/COUNTY-  IA/WAPELLO
 MH0529  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0529
 MH0529                         *CURRENT SURVEY CONTROL
 MH0529  ___________________________________________________________________
 MH0529* NAD 83(1996)-  41 02 14.56186(N)    092 23 56.47002(W)     ADJUSTED  
 MH0529* NAVD 88     -                                                        
 MH0529  ___________________________________________________________________
 MH0529  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 MH0529  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MH0529
 MH0529  HORZ ORDER  -  THIRD
 MH0529
 MH0529.The horizontal coordinates were established by classical geodetic methods
 MH0529.and adjusted by the National Geodetic Survey in May 1999..
 MH0529
 MH0529
 MH0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0529
 MH0529.The geoid height was determined by GEOID03.
 MH0529
 MH0529;                    North         East     Units Scale Factor Converg.
 MH0529;SPC IA S     -   115,784.859   592,571.976   MT  0.99995242   +0 43 30.8
 MH0529;UTM  15      - 4,543,080.363   550,514.950   MT  0.99963141   +0 23 40.5
 MH0529
 MH0529                          SUPERSEDED SURVEY CONTROL
 MH0529
 MH0529  NAD 83(1986)-  41 02 14.56640(N)    092 23 56.48206(W) AD(       ) 4
 MH0529  NAD 27      -  41 02 14.51400(N)    092 23 55.81300(W) AD(       ) 3
 MH0529
 MH0529.Superseded values are not recommended for survey control.
 MH0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0529.See file dsdata.txt to determine how the superseded data were derived.
 MH0529
 MH0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF5051543080(NAD 83)
 MH0529_MARKER: 63 = STACK
 MH0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0529+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2005
 MH0529
 MH0529  HISTORY     - Date     Condition        Report By
 MH0529  HISTORY     - 1956     FIRST OBSERVED   CGS
 MH0529  HISTORY     - 20051226 GOOD             GEOCAC
 MH0529
 MH0529                          STATION DESCRIPTION
 MH0529
 MH0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0529'THE STATION IS IN THE NORTHEASTERN PART OF OTTUMWA, AT NORTH
 MH0529'ASH STREET AND EAST ALTA VISTA AVENUE.
 MH0529'
 MH0529'THE STATION IS THE TOP AND CENTER OF THE SQUARE BRICK STACK
 MH0529'WHICH IS ON THE EAST PART OF BUILDING.  THE TOP OF STACK IS
 MH0529'ABOUT 75 FEET ABOVE THE GROUND.
 MH0529
 MH0529                          STATION RECOVERY (2005)
 MH0529
 MH0529'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MH0529'AT OTTUMWA REGIONAL MEDICAL CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0533 ***********************************************************************
 MH0533  DESIGNATION -  OTTUMWA WILDWOOD ADD MUN TANK
 MH0533  PID         -  MH0533
 MH0533  STATE/COUNTY-  IA/WAPELLO
 MH0533  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0533
 MH0533                         *CURRENT SURVEY CONTROL
 MH0533  ___________________________________________________________________
 MH0533* NAD 83(1996)-  41 00 18.25797(N)    092 27 11.38215(W)     ADJUSTED  
 MH0533* NAVD 88     -                                                        
 MH0533  ___________________________________________________________________
 MH0533  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 MH0533  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MH0533
 MH0533  HORZ ORDER  -  THIRD
 MH0533
 MH0533.The horizontal coordinates were established by classical geodetic methods
 MH0533.and adjusted by the National Geodetic Survey in May 1999..
 MH0533
 MH0533
 MH0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0533
 MH0533.The geoid height was determined by GEOID03.
 MH0533
 MH0533;                    North         East     Units Scale Factor Converg.
 MH0533;SPC IA S     -   112,141.290   588,063.021   MT  0.99995418   +0 41 22.4
 MH0533;UTM  15      - 4,539,464.054   545,986.511   MT  0.99962603   +0 21 31.7
 MH0533
 MH0533                          SUPERSEDED SURVEY CONTROL
 MH0533
 MH0533  NAD 83(1986)-  41 00 18.26175(N)    092 27 11.39399(W) AD(       ) 4
 MH0533  NAD 27      -  41 00 18.21000(N)    092 27 10.72300(W) AD(       ) 3
 MH0533
 MH0533.Superseded values are not recommended for survey control.
 MH0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0533.See file dsdata.txt to determine how the superseded data were derived.
 MH0533
 MH0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4598739464(NAD 83)
 MH0533_MARKER: 53 = ELEVATED TANK
 MH0533
 MH0533  HISTORY     - Date     Condition        Report By
 MH0533  HISTORY     - 1956     FIRST OBSERVED   CGS
 MH0533
 MH0533                          STATION DESCRIPTION
 MH0533
 MH0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0533'THE STATION IS IN THE SOUTHWESTERN PART OF OTTUMWA, AT GREENWOOD
 MH0533'DRIVE AND SKYLINE DRIVE.
 MH0533'
 MH0533'THE STATION IS THE IRON ROD ON THE TOP AND CENTER OF A LARGE
 MH0533'METAL TANK WHICH SETS ON A CONCRETE BASE.  THE TANK IS ABOUT
 MH0533'75 FEET IN DIAMETER AND ABOUT 75 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0627 ***********************************************************************
 OQ0627  DESIGNATION -  OUR SAVIORS LUTH CH STEEPLE
 OQ0627  PID         -  OQ0627
 OQ0627  STATE/COUNTY-  IA/LYON
 OQ0627  USGS QUAD   -  INWOOD (1971)
 OQ0627
 OQ0627                         *CURRENT SURVEY CONTROL
 OQ0627  ___________________________________________________________________
 OQ0627* NAD 83(1996)-  43 21 12.96510(N)    096 29 12.73109(W)     ADJUSTED  
 OQ0627* NAVD 88     -                                                        
 OQ0627  ___________________________________________________________________
 OQ0627  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 OQ0627  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OQ0627
 OQ0627  HORZ ORDER  -  THIRD
 OQ0627
 OQ0627.The horizontal coordinates were established by classical geodetic methods
 OQ0627.and adjusted by the National Geodetic Survey in May 1999..
 OQ0627
 OQ0627
 OQ0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0627
 OQ0627.The geoid height was determined by GEOID03.
 OQ0627
 OQ0627;                    North         East     Units Scale Factor Converg.
 OQ0627;SPC IA N     - 1,210,177.844 1,257,895.271   MT  1.00001704   -2 01 27.6
 OQ0627;SPC SD S     -   120,561.567   911,702.639   MT  0.99991750   +2 39 12.6
 OQ0627;SPC SD S     -   395,542.41  2,991,144.41   sFT  0.99991750   +2 39 12.6
 OQ0627;UTM  14      - 4,803,150.217   703,666.412   MT  1.00011027   +1 43 33.1
 OQ0627
 OQ0627                          SUPERSEDED SURVEY CONTROL
 OQ0627
 OQ0627  NAD 83(1996)-  43 21 12.96510(N)    096 29 12.73109(W) AD(       ) 4
 OQ0627  NAD 83(1996)-  43 21 12.96505(N)    096 29 12.73098(W) AD(       ) 4
 OQ0627  NAD 83(1996)-  43 21 12.96583(N)    096 29 12.72594(W) AD(       ) 4
 OQ0627  NAD 83(1986)-  43 21 12.96641(N)    096 29 12.71774(W) AD(       ) 4
 OQ0627  NAD 27      -  43 21 13.02400(N)    096 29 11.57400(W) AD(       ) 3
 OQ0627
 OQ0627.Superseded values are not recommended for survey control.
 OQ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0627.See file dsdata.txt to determine how the superseded data were derived.
 OQ0627
 OQ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0366603150(NAD 83)
 OQ0627
 OQ0627  HISTORY     - Date     Condition        Report By
 OQ0627  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0627
 OQ0627                          STATION DESCRIPTION
 OQ0627
 OQ0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0627'THIS STATION IS LOCATED ABOUT 3 MILES WEST AND 3-1/2 MILES
 OQ0627'NORTH OF INWOOD.  IT IS A WOODEN STEEPLE, SET ON THE TOP OF A
 OQ0627'FRAME STRUCTURE, AND IS ABOUT 60 FEET IN HEIGHT.  THE CHURCH AND
 OQ0627'STEEPLE ARE WHITE IN COLOR.
 OQ0627'
 OQ0627'THE POINT INTERSECTED WAS THE CENTER OF THE STEEPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0861 ***********************************************************************
 ON0861  DESIGNATION -  OVER
 ON0861  PID         -  ON0861
 ON0861  STATE/COUNTY-  IA/ALLAMAKEE
 ON0861  USGS QUAD   -  HANOVER (1971)
 ON0861
 ON0861                         *CURRENT SURVEY CONTROL
 ON0861  ___________________________________________________________________
 ON0861* NAD 83(1996)-  43 21 39.19770(N)    091 31 16.94687(W)     ADJUSTED  
 ON0861* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 ON0861  ___________________________________________________________________
 ON0861  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 ON0861  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 ON0861
 ON0861  HORZ ORDER  -  SECOND
 ON0861
 ON0861.The horizontal coordinates were established by classical geodetic methods
 ON0861.and adjusted by the National Geodetic Survey in May 1999..
 ON0861
 ON0861.The orthometric height was scaled from a topographic map.
 ON0861
 ON0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0861
 ON0861.The geoid height was determined by GEOID03.
 ON0861
 ON0861;                    North         East     Units Scale Factor Converg.
 ON0861;SPC IA N     - 1,208,586.966 1,660,379.951   MT  1.00001858   +1 20 27.6
 ON0861;SPC MN S     -   143,147.155 1,000,915.642   MT  1.00011824   +1 44 14.4
 ON0861;UTM  15      - 4,801,953.687   619,813.393   MT  0.99977658   +1 00 55.2
 ON0861
 ON0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0861!SPC IA N     -   0.99994504  x   1.00001858  =   0.99996362
 ON0861!SPC MN S     -   0.99994504  x   1.00011824  =   1.00006327
 ON0861!UTM  15      -   0.99994504  x   0.99977658  =   0.99972163
 ON0861
 ON0861:                Primary Azimuth Mark                     Grid Az
 ON0861:SPC IA N     -  EITZEN ZION LUTH CH SPIRE                014 53 13.7
 ON0861:SPC MN S     -  EITZEN ZION LUTH CH SPIRE                014 29 26.9
 ON0861:UTM  15      -  EITZEN ZION LUTH CH SPIRE                015 12 46.1
 ON0861
 ON0861|---------------------------------------------------------------------|
 ON0861| PID    Reference Object                     Distance      Geod. Az  |
 ON0861|                                                           dddmmss.s |
 ON0861| ON0785 EITZEN ZION LUTH CH SPIRE           APPROX.16.6 KM 0161341.3 |
 ON0861| CI6083 OVER RM 1                            20.839 METERS 02915     |
 ON0861| CI6084 OVER RM 2                            25.000 METERS 11213     |
 ON0861| ON0853 LYCURGUS ST MARYS CHURCH SPIRE      APPROX. 8.5 KM 1121723.8 |
 ON0861| ON0852 ALLAMAKEE CO HOME WATER TANK        APPROX. 7.5 KM 1332213.3 |
 ON0861| CI6082 OVER AZ MK                                         1403321.6 |
 ON0861| ON0849 WAUKON ST PATRICKS CATH CH TWR      APPROX.10.9 KM 1613218.0 |
 ON0861| ON0860 WEST RIDGE CATH CH BELFRY           APPROX. 7.8 KM 2265550.3 |
 ON0861| ON0947 WILMINGTON LUTH CH SPIRE            APPROX.20.2 KM 3552135.7 |
 ON0861|---------------------------------------------------------------------|
 ON0861
 ON0861                          SUPERSEDED SURVEY CONTROL
 ON0861
 ON0861  NAD 83(1996)-  43 21 39.19769(N)    091 31 16.94686(W) AD(       ) 2
 ON0861  NAD 83(1986)-  43 21 39.19039(N)    091 31 16.94768(W) AD(       ) 2
 ON0861  NAD 27      -  43 21 39.28230(N)    091 31 16.44030(W) AD(       ) 2
 ON0861
 ON0861.Superseded values are not recommended for survey control.
 ON0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0861.See file dsdata.txt to determine how the superseded data were derived.
 ON0861
 ON0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1981301954(NAD 83)
 ON0861_MARKER: DS = TRIANGULATION STATION DISK
 ON0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0861
 ON0861  HISTORY     - Date     Condition        Report By
 ON0861  HISTORY     - 1961     MONUMENTED       CGS
 ON0861
 ON0861                          STATION DESCRIPTION
 ON0861
 ON0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0861'THE STATION IS ABOUT 6 MILES NORTH-NORTHWEST OF WAUKON, ON
 ON0861'THE HANOVER SCHOOL GROUNDS IN HANOVER TOWNSHIP AND IS IN THE
 ON0861'SOUTHEAST 1/4 OF SECTION 26, T. 99 N., R. 6 W.  IT IS 90 FEET
 ON0861'NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 144 FEET WEST OF
 ON0861'THE CENTERLINE OF STATE HIGHWAY 13, 58 FEET NORTHWEST OF A 14
 ON0861'INCH MAPLE TREE, 63 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 ON0861'THE SCHOOL HOUSE, 12 FEET NORTHEAST OF A WITNESS POST AND 11
 ON0861'FEET EAST OF A WIRE FENCE.  THE MONUMENT IS 2 INCHES
 ON0861'UNDERGROUND AND THE DISK IS STAMPED OVER 1961.
 ON0861'
 ON0861'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 9 AT THE
 ON0861'WEST EDGE OF WAUKON, GO NORTHERLY ON HIGHWAY 13 FOR 4 MILES
 ON0861'TO A SIDE ROAD LEFT.  CONTINUE NORTHERLY ON HIGHWAY 13 FOR
 ON0861'5.5 MILES TO THE AZIMUTH MARK ON THE LEFT (AT THIS POINT
 ON0861'THE ROAD IS LEADING NORTHWEST).  CONTINUE NORTHWEST AND NORTH
 ON0861'ON HIGHWAY 13 FOR 0.35 MILE TO THE STATION ON THE LEFT.
 ON0861'
 ON0861'REFERENCE MARK 1 IS 44 FEET EAST OF THE WIRE FENCE, 46 FEET
 ON0861'SOUTH OF A WIRE FENCE, 79 FEET NORTHEAST OF THE WITNESS POST
 ON0861'AND 13 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL
 ON0861'HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED OVER
 ON0861'NO 2 1961.
 ON0861'
 ON0861'REFERENCE MARK 2 IS 61 FEET NORTH OF THE CENTERLINE OF THE
 ON0861'GRAVELED ROAD, 72 FEET WEST OF THE CENTERLINE OF HIGHWAY 13
 ON0861'AND 37 FEET EAST OF THE 14 INCH MAPLE TREE.  THE MONUMENT
 ON0861'IS FLUSH AND THE DISK IS STAMPED OVER NO 2 1961.
 ON0861'
 ON0861'THE AZIMUTH MARK IS 53 FEET SOUTHWEST OF THE CENTERLINE OF
 ON0861'HIGHWAY 13, 3 FEET EAST OF A WITNESS POST AND 1 FOOT WEST
 ON0861'OF A POWER POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 ON0861'DISK IS STAMPED OVER 1961.
 ON0861'
 ON0861'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0895 ***********************************************************************
 MG0895  DESIGNATION -  OXFORD AEROPLANE BEACON 22
 MG0895  PID         -  MG0895
 MG0895  STATE/COUNTY-  IA/JOHNSON
 MG0895  USGS QUAD   -  OXFORD (1973)
 MG0895
 MG0895                         *CURRENT SURVEY CONTROL
 MG0895  ___________________________________________________________________
 MG0895* NAD 83(1996)-  41 43 02.96261(N)    091 47 19.64963(W)     ADJUSTED  
 MG0895* NAVD 88     -                                                        
 MG0895  ___________________________________________________________________
 MG0895  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 MG0895  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 MG0895
 MG0895  HORZ ORDER  -  THIRD
 MG0895
 MG0895.The horizontal coordinates were established by classical geodetic methods
 MG0895.and adjusted by the National Geodetic Survey in May 1999..
 MG0895
 MG0895
 MG0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0895
 MG0895.The geoid height was determined by GEOID03.
 MG0895
 MG0895;                    North         East     Units Scale Factor Converg.
 MG0895;SPC IA S     -   192,130.531   642,389.529   MT  0.99998897   +1 07 37.8
 MG0895;UTM  15      - 4,619,118.920   600,752.735   MT  0.99972492   +0 48 21.9
 MG0895
 MG0895                          SUPERSEDED SURVEY CONTROL
 MG0895
 MG0895  NAD 83(1986)-  41 43 02.96453(N)    091 47 19.65647(W) AD(       ) 4
 MG0895  NAD 27      -  41 43 02.92200(N)    091 47 19.03600(W) AD(       ) 3
 MG0895
 MG0895.Superseded values are not recommended for survey control.
 MG0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0895.See file dsdata.txt to determine how the superseded data were derived.
 MG0895
 MG0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG0075319119(NAD 83)
 MG0895
 MG0895  HISTORY     - Date     Condition        Report By
 MG0895  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0895  HISTORY     - 1957     MARK NOT FOUND   CGS
 MG0895
 MG0895                          STATION DESCRIPTION
 MG0895
 MG0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 MG0895'THE BEACON HAS BEEN REMOVED AND THE TOWER DISMANTLED.  STATION
 MG0895'IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8304 ***********************************************************************
 AJ8304  SACS        -  This is a Secondary Airport Control Station.
 AJ8304  DESIGNATION -  OXV A
 AJ8304  PID         -  AJ8304
 AJ8304  STATE/COUNTY-  IA/MARION
 AJ8304  USGS QUAD   -  KNOXVILLE (1965)
 AJ8304
 AJ8304                         *CURRENT SURVEY CONTROL
 AJ8304  ___________________________________________________________________
 AJ8304* NAD 83(1996)-  41 17 42.23312(N)    093 06 36.28235(W)     ADJUSTED  
 AJ8304* NAVD 88     -       282.62   (meters)     927.2    (feet)  GPS OBS   
 AJ8304  ___________________________________________________________________
 AJ8304  X           -    -260,378.936 (meters)                     COMP
 AJ8304  Y           -  -4,792,148.918 (meters)                     COMP
 AJ8304  Z           -   4,187,264.257 (meters)                     COMP
 AJ8304  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AJ8304  ELLIP HEIGHT-         250.77  (meters)          (06/15/04) GPS OBS
 AJ8304  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 AJ8304
 AJ8304  HORZ ORDER  -  FIRST
 AJ8304  ELLP ORDER  -  FOURTH    CLASS I
 AJ8304
 AJ8304.This mark is at Knoxville Municipal Airport (OXV)
 AJ8304
 AJ8304.The horizontal coordinates were established by GPS observations
 AJ8304.and adjusted by the National Geodetic Survey in November 2002..
 AJ8304
 AJ8304.The orthometric height was determined by GPS observations and a
 AJ8304.high-resolution geoid model.
 AJ8304
 AJ8304.GPS derived orthometric heights for airport stations designated as
 AJ8304.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8304.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8304.not indicate centimeter accuracy relative to other marks which are
 AJ8304.part of the NAVD 88 network.
 AJ8304
 AJ8304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8304
 AJ8304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8304
 AJ8304.The ellipsoidal height was determined by GPS observations
 AJ8304.and is referenced to NAD 83.
 AJ8304
 AJ8304.The geoid height was determined by GEOID03.
 AJ8304
 AJ8304;                    North         East     Units Scale Factor Converg.
 AJ8304;SPC IA S     -   143,888.656   532,657.634   MT  0.99994972   +0 15 24.6
 AJ8304;UTM  15      - 4,571,518.733   490,783.644   MT  0.99960105   -0 04 21.5
 AJ8304
 AJ8304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8304!SPC IA S     -   0.99996067  x   0.99994972  =   0.99991039
 AJ8304!UTM  15      -   0.99996067  x   0.99960105  =   0.99956173
 AJ8304
 AJ8304:                Primary Azimuth Mark                     Grid Az
 AJ8304:SPC IA S     -  KNOXPORT                                 325 34 03.9
 AJ8304:UTM  15      -  KNOXPORT                                 325 53 50.0
 AJ8304
 AJ8304|---------------------------------------------------------------------|
 AJ8304| PID    Reference Object                     Distance      Geod. Az  |
 AJ8304|                                                           dddmmss.s |
 AJ8304| MH0783 KNOXPORT                            401.471 METERS 3254928.5 |
 AJ8304|---------------------------------------------------------------------|
 AJ8304
 AJ8304                          SUPERSEDED SURVEY CONTROL
 AJ8304
 AJ8304  ELLIP H (11/27/02)  250.78   (m)                       GP(       ) 4 1
 AJ8304  NAD 83(1996)-  41 17 42.23285(N)    093 06 36.28242(W) AD(       ) 1
 AJ8304  ELLIP H (03/18/02)  250.78   (m)                       GP(       ) 4 1
 AJ8304
 AJ8304.Superseded values are not recommended for survey control.
 AJ8304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8304.See file dsdata.txt to determine how the superseded data were derived.
 AJ8304
 AJ8304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF9078471519(NAD 83)
 AJ8304_MARKER: DD = SURVEY DISK
 AJ8304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8304_STAMPING: OXV A 2000
 AJ8304_MARK LOGO: NGS   
 AJ8304_PROJECTION: FLUSH
 AJ8304_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8304+STABILITY: SURFACE MOTION
 AJ8304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8304+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2000
 AJ8304
 AJ8304  HISTORY     - Date     Condition        Report By
 AJ8304  HISTORY     - 20001215 MONUMENTED       WOOLPT
 AJ8304
 AJ8304                          STATION DESCRIPTION
 AJ8304
 AJ8304'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (BJM)
 AJ8304'THE STATION IS LOCATED APPROXIMATELY 1.5 MI SOUTH OF KNOXVILLE AND
 AJ8304'IS AT THE KNOXVILLE MUNICIPAL AIRPORT. OWNERSHIP-- KNOXVILLE
 AJ8304'MUNICIPAL AIRPORT, AIRPORT MANAGER RANDY ANNETT, PHONE NUMBER
 AJ8304'(641) 842-4423. CONTACT THE AIRPORT MANAGER AT LEAST SEVEN DAYS IN
 AJ8304'ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
 AJ8304' 
 AJ8304'TO REACH THE STATION FROM THE JUNCTION OF THE STATE HIGHWAY 92
 AJ8304'BYPASS AND STATE ROUTE 14, PROCEED SOUTH 0.3 MI TO THE AIRPORT
 AJ8304'ENTRANCE ROAD ON THE RIGHT. TURN RIGHT AND PROCEED WEST AND
 AJ8304'SOUTH 0.05 MI TO THE MAIN GATE ON THE SOUTH SIDE OF THE TERMINAL.
 AJ8304'TURN RIGHT AND PROCEED THROUGH THE GATE ONTO THE RAMP.
 AJ8304'PROCEED SOUTHWEST 0.05 MI ALONG THE RAMP AND TAXIWAY A TO THE
 AJ8304'JUNCTION OF TAXIWAY B. TURN LEFT AND PROCEED SOUTHEAST 0.25 MI
 AJ8304'ALONG TAXIWAY B TO THE STATION ON THE LEFT JUST PAST A GATE IN THE
 AJ8304'PERIMETER FENCE.
 AJ8304' 
 AJ8304'THE STATION IS LOCATED 42.90 M ON AN AZIMUTH OF 217 DEGREES FROM
 AJ8304'THE SOUTH GATE POST, 36.308 M ON AN AZIMUTH OF 354 DEGREES FROM A
 AJ8304'TAXIWAY LIGHT, 27.895 M ON AN AZIMUTH OF 268 DEGREES FROM A BUSH AT
 AJ8304'THE FENCELINE, 26.850 M ON AN AZIMUTH OF 115 DEGREES FROM A TAXIWAY
 AJ8304'LIGHT, 23.705 M ON AN AZIMUTH OF 57 DEGREES FROM THE CENTERLINE OF
 AJ8304'TAXIWAY B, AND 1.00 M ON AN AZIMUTH OF 266 DEGREES FROM A
 AJ8304'CARSONITE WITNESS POST. THE STATION IS A STANDARD NGS HORIZONTAL
 AJ8304'CONTROL DISK STAMPED-- OXV A 2000-- SET IN THE TOP OF A 0.3 M DIAMETER
 AJ8304'ROUND CONCRETE MONUMENT 1.2 M IN DEPTH WITH AN IMBEDDED REBAR,
 AJ8304'AND IS FLUSH WITH THE GROUND. THIS STATION IS DESIGNATED AS A
 AJ8304'SECONDARY AIRPORT CONTROL STATION.
 AJ8304' 
 AJ8304' 
 AJ8304'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0810 ***********************************************************************
 NM0810  DESIGNATION -  P
 NM0810  PID         -  NM0810
 NM0810  STATE/COUNTY-  IA/PLYMOUTH
 NM0810  USGS QUAD   -  CHATSWORTH (1969)
 NM0810
 NM0810                         *CURRENT SURVEY CONTROL
 NM0810  ___________________________________________________________________
 NM0810* NAD 83(1986)-  42 53 35.     (N)    096 31 03.     (W)     SCALED    
 NM0810* NAVD 88     -       351.959  (meters)    1154.72   (feet)  ADJUSTED  
 NM0810  ___________________________________________________________________
 NM0810  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 NM0810  DYNAMIC HT  -         351.865 (meters)    1154.41  (feet)  COMP
 NM0810  MODELED GRAV-     980,343.9   (mgal)                       NAVD 88
 NM0810
 NM0810  VERT ORDER  -  FIRST     CLASS II
 NM0810
 NM0810.The horizontal coordinates were scaled from a topographic map and have
 NM0810.an estimated accuracy of +/- 6 seconds.
 NM0810
 NM0810.The orthometric height was determined by differential leveling
 NM0810.and adjusted by the National Geodetic Survey in June 1991..
 NM0810.WARNING-Repeat measurements at this control monument indicate possible
 NM0810.vertical movement.
 NM0810
 NM0810.The geoid height was determined by GEOID03.
 NM0810
 NM0810.The dynamic height is computed by dividing the NAVD 88
 NM0810.geopotential number by the normal gravity value computed on the
 NM0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0810.degrees latitude (g = 980.6199 gals.).
 NM0810
 NM0810.The modeled gravity was interpolated from observed gravity values.
 NM0810
 NM0810;                    North         East    Units  Estimated Accuracy
 NM0810;SPC IA N     - 1,159,140.    1,253,590.      MT  (+/- 180 meters Scaled)
 NM0810
 NM0810                          SUPERSEDED SURVEY CONTROL
 NM0810
 NM0810  NGVD 29 (??/??/92)  351.761  (m)         1154.07   (f) ADJ UNCH    1 2
 NM0810
 NM0810.Superseded values are not recommended for survey control.
 NM0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0810.See file dsdata.txt to determine how the superseded data were derived.
 NM0810
 NM0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN027519(NAD 83)
 NM0810_MARKER: B = BOLT
 NM0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0810+STABILITY: SURFACE MOTION
 NM0810
 NM0810  HISTORY     - Date     Condition        Report By
 NM0810  HISTORY     - UNK      MONUMENTED       CGS
 NM0810  HISTORY     - 1949     GOOD             NGS
 NM0810  HISTORY     - 1952     GOOD             NGS
 NM0810
 NM0810                          STATION DESCRIPTION
 NM0810
 NM0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0810'1.4 MI S FROM CHATSWORTH.
 NM0810'1.45 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0810'PACIFIC RAILROAD FROM THE RAILROAD STATION AT CHATSWORTH, AT A
 NM0810'PRIVATE ROAD CROSSING, 31 RAILS NORTH OF BRIDGE T-542, 44.5 FEET
 NM0810'WEST OF THE WEST RAIL, 18.0 FEET NORTH OF THE CENTER LINE OF THE
 NM0810'ROAD, 2.0 FEET EAST OF THE RIGHT-OF-WAY FENCE, 1.3 FEET SOUTH OF
 NM0810'A REFERENCE POST, THE TOP OF A COPPER BOLT LEADED IN THE TOP OF A
 NM0810'PINK JASPER STONE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 NM0810
 NM0810                          STATION RECOVERY (1952)
 NM0810
 NM0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 NM0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0128 ***********************************************************************
 OP0128  DESIGNATION -  P 1
 OP0128  PID         -  OP0128
 OP0128  STATE/COUNTY-  IA/KOSSUTH
 OP0128  USGS QUAD   -  BURT (1972)
 OP0128
 OP0128                         *CURRENT SURVEY CONTROL
 OP0128  ___________________________________________________________________
 OP0128* NAD 83(1986)-  43 07 34.     (N)    094 11 23.     (W)     SCALED    
 OP0128* NAVD 88     -       347.530  (meters)    1140.19   (feet)  ADJUSTED  
 OP0128  ___________________________________________________________________
 OP0128  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 OP0128  DYNAMIC HT  -         347.433 (meters)    1139.87  (feet)  COMP
 OP0128  MODELED GRAV-     980,331.2   (mgal)                       NAVD 88
 OP0128
 OP0128  VERT ORDER  -  FIRST     CLASS II
 OP0128
 OP0128.The horizontal coordinates were scaled from a topographic map and have
 OP0128.an estimated accuracy of +/- 6 seconds.
 OP0128
 OP0128.The orthometric height was determined by differential leveling
 OP0128.and adjusted by the National Geodetic Survey in June 1991..
 OP0128
 OP0128.The geoid height was determined by GEOID03.
 OP0128
 OP0128.The dynamic height is computed by dividing the NAVD 88
 OP0128.geopotential number by the normal gravity value computed on the
 OP0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0128.degrees latitude (g = 980.6199 gals.).
 OP0128
 OP0128.The modeled gravity was interpolated from observed gravity values.
 OP0128
 OP0128;                    North         East    Units  Estimated Accuracy
 OP0128;SPC IA N     - 1,180,860.    1,443,880.      MT  (+/- 180 meters Scaled)
 OP0128
 OP0128                          SUPERSEDED SURVEY CONTROL
 OP0128
 OP0128  NGVD 29 (??/??/92)  347.476  (m)         1140.01   (f) ADJ UNCH    1 2
 OP0128
 OP0128.Superseded values are not recommended for survey control.
 OP0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0128.See file dsdata.txt to determine how the superseded data were derived.
 OP0128
 OP0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH032755(NAD 83)
 OP0128_MARKER: DB = BENCH MARK DISK
 OP0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0128_SP_SET: ABUTMENT
 OP0128_STAMPING: 1140.011 P 1 1930
 OP0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0128
 OP0128  HISTORY     - Date     Condition        Report By
 OP0128  HISTORY     - 1930     MONUMENTED       CGS
 OP0128  HISTORY     - 1934     GOOD             NGS
 OP0128  HISTORY     - 1972     MARK NOT FOUND   USGS
 OP0128
 OP0128                          STATION DESCRIPTION
 OP0128
 OP0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0128'5.7 MI S FROM BURT.
 OP0128'5.7 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 OP0128'STATION AT BURT, KOSSUTH COUNTY, AT BRIDGE 809, AND IN THE TOP OF THE
 OP0128'PARAPET WALL AT THE EAST END OF THE SOUTH ABUTMENT.  A STANDARD DISK,
 OP0128'STAMPED 1140.011 P 1 1930.
 OP0128
 OP0128                          STATION RECOVERY (1972)
 OP0128
 OP0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0172 ***********************************************************************
 NL0172  DESIGNATION -  P 101
 NL0172  PID         -  NL0172
 NL0172  STATE/COUNTY-  IA/CALHOUN
 NL0172  USGS QUAD   -  WIGHTMAN (1980)
 NL0172
 NL0172                         *CURRENT SURVEY CONTROL
 NL0172  ___________________________________________________________________
 NL0172* NAD 83(1986)-  42 12 32.     (N)    094 30 14.     (W)     SCALED    
 NL0172* NAVD 88     -       341.399  (meters)    1120.07   (feet)  ADJUSTED  
 NL0172  ___________________________________________________________________
 NL0172  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 NL0172  DYNAMIC HT  -         341.287 (meters)    1119.71  (feet)  COMP
 NL0172  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 NL0172
 NL0172  VERT ORDER  -  SECOND    CLASS 0
 NL0172
 NL0172.The horizontal coordinates were scaled from a topographic map and have
 NL0172.an estimated accuracy of +/- 6 seconds.
 NL0172
 NL0172.The orthometric height was determined by differential leveling
 NL0172.and adjusted by the National Geodetic Survey in June 1991..
 NL0172
 NL0172.The geoid height was determined by GEOID03.
 NL0172
 NL0172.The dynamic height is computed by dividing the NAVD 88
 NL0172.geopotential number by the normal gravity value computed on the
 NL0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0172.degrees latitude (g = 980.6199 gals.).
 NL0172
 NL0172.The modeled gravity was interpolated from observed gravity values.
 NL0172
 NL0172;                    North         East    Units  Estimated Accuracy
 NL0172;SPC IA N     - 1,079,230.    1,417,100.      MT  (+/- 180 meters Scaled)
 NL0172
 NL0172                          SUPERSEDED SURVEY CONTROL
 NL0172
 NL0172  NGVD 29 (??/??/92)  341.347  (m)         1119.90   (f) ADJ UNCH    2 0
 NL0172
 NL0172.Superseded values are not recommended for survey control.
 NL0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0172.See file dsdata.txt to determine how the superseded data were derived.
 NL0172
 NL0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG758740(NAD 83)
 NL0172_MARKER: DB = BENCH MARK DISK
 NL0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0172_STAMPING: P 101 1935
 NL0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0172+STABILITY: SURFACE MOTION
 NL0172
 NL0172  HISTORY     - Date     Condition        Report By
 NL0172  HISTORY     - 1935     MONUMENTED       CGS
 NL0172  HISTORY     - 1975     POOR             NGS
 NL0172
 NL0172                          STATION DESCRIPTION
 NL0172
 NL0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0172'1.1 MI N FROM ADAZA.
 NL0172'IN CALHOUN COUNTY, 1.1 MILES NORTH ALONG THE CHICAGO, MILWAUKEE,
 NL0172'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT ADAZA, GREENE
 NL0172'COUNTY, AT A ROAD CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE
 NL0172'TRACK, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTH
 NL0172'OF A FENCE CORNER, 2 FEET WEST OF THE FENCE LINE, AND LEVEL WITH THE
 NL0172'TRACK.  A STANDARD DISK, STAMPED P 101 1935 AND SET IN THE TOP OF
 NL0172'A CONCRETE POST.
 NL0172
 NL0172                          STATION RECOVERY (1975)
 NL0172
 NL0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0172'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0043 ***********************************************************************
 MJ0043  DESIGNATION -  P 102
 MJ0043  PID         -  MJ0043
 MJ0043  STATE/COUNTY-  IA/GUTHRIE
 MJ0043  USGS QUAD   -  YALE (1982)
 MJ0043
 MJ0043                         *CURRENT SURVEY CONTROL
 MJ0043  ___________________________________________________________________
 MJ0043* NAD 83(1986)-  41 45 10.     (N)    094 21 12.     (W)     SCALED    
 MJ0043* NAVD 88     -       349.151  (meters)    1145.51   (feet)  ADJUSTED  
 MJ0043  ___________________________________________________________________
 MJ0043  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 MJ0043  DYNAMIC HT  -         349.033 (meters)    1145.12  (feet)  COMP
 MJ0043  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 MJ0043
 MJ0043  VERT ORDER  -  SECOND    CLASS 0
 MJ0043
 MJ0043.The horizontal coordinates were scaled from a topographic map and have
 MJ0043.an estimated accuracy of +/- 6 seconds.
 MJ0043
 MJ0043.The orthometric height was determined by differential leveling
 MJ0043.and adjusted by the National Geodetic Survey in June 1991..
 MJ0043
 MJ0043.The geoid height was determined by GEOID03.
 MJ0043
 MJ0043.The dynamic height is computed by dividing the NAVD 88
 MJ0043.geopotential number by the normal gravity value computed on the
 MJ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0043.degrees latitude (g = 980.6199 gals.).
 MJ0043
 MJ0043.The modeled gravity was interpolated from observed gravity values.
 MJ0043
 MJ0043;                    North         East    Units  Estimated Accuracy
 MJ0043;SPC IA S     -   195,000.      429,030.      MT  (+/- 180 meters Scaled)
 MJ0043
 MJ0043                          SUPERSEDED SURVEY CONTROL
 MJ0043
 MJ0043  NGVD 29 (??/??/92)  349.104  (m)         1145.35   (f) ADJ UNCH    2 0
 MJ0043
 MJ0043.Superseded values are not recommended for survey control.
 MJ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0043.See file dsdata.txt to determine how the superseded data were derived.
 MJ0043
 MJ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG874232(NAD 83)
 MJ0043_MARKER: DB = BENCH MARK DISK
 MJ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0043_STAMPING: P 102 1935
 MJ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0043+STABILITY: SURFACE MOTION
 MJ0043
 MJ0043  HISTORY     - Date     Condition        Report By
 MJ0043  HISTORY     - 1935     MONUMENTED       CGS
 MJ0043
 MJ0043                          STATION DESCRIPTION
 MJ0043
 MJ0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0043'1.5 MI S FROM YALE.
 MJ0043'1.5 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0043'PACIFIC RAILROAD FROM THE STATION AT YALE, GUTHRIE COUNTY, AT
 MJ0043'THE EAST-AND-WEST QUARTER LINE OF SECTION 9, T 80 N, R 30 W,
 MJ0043'AT A ROAD CROSSING, 43 FEET WEST OF THE CENTERLINE OF THE
 MJ0043'TRACK, 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 7 FEET EAST
 MJ0043'OF A FENCE CORNER, AND ABOUT 3-1/2 FEET HIGHER THAN THE TRACK.
 MJ0043'A STANDARD DISK, STAMPED P 102 1935 AND SET IN THE TOP OF A
 MJ0043'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0127 ***********************************************************************
 MJ0127  DESIGNATION -  P 103
 MJ0127  PID         -  MJ0127
 MJ0127  STATE/COUNTY-  IA/ADAIR
 MJ0127  USGS QUAD   -  ROSSERDALE (1983)
 MJ0127
 MJ0127                         *CURRENT SURVEY CONTROL
 MJ0127  ___________________________________________________________________
 MJ0127* NAD 83(1986)-  41 25 17.     (N)    094 24 50.     (W)     SCALED    
 MJ0127* NAVD 88     -       357.958  (meters)    1174.40   (feet)  ADJUSTED  
 MJ0127  ___________________________________________________________________
 MJ0127  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 MJ0127  DYNAMIC HT  -         357.802 (meters)    1173.89  (feet)  COMP
 MJ0127  MODELED GRAV-     980,176.2   (mgal)                       NAVD 88
 MJ0127
 MJ0127  VERT ORDER  -  SECOND    CLASS 0
 MJ0127
 MJ0127.The horizontal coordinates were scaled from a topographic map and have
 MJ0127.an estimated accuracy of +/- 6 seconds.
 MJ0127
 MJ0127.The orthometric height was determined by differential leveling
 MJ0127.and adjusted by the National Geodetic Survey in June 1991..
 MJ0127
 MJ0127.The geoid height was determined by GEOID03.
 MJ0127
 MJ0127.The dynamic height is computed by dividing the NAVD 88
 MJ0127.geopotential number by the normal gravity value computed on the
 MJ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0127.degrees latitude (g = 980.6199 gals.).
 MJ0127
 MJ0127.The modeled gravity was interpolated from observed gravity values.
 MJ0127
 MJ0127;                    North         East    Units  Estimated Accuracy
 MJ0127;SPC IA S     -   158,250.      423,610.      MT  (+/- 180 meters Scaled)
 MJ0127
 MJ0127                          SUPERSEDED SURVEY CONTROL
 MJ0127
 MJ0127  NGVD 29 (??/??/92)  357.866  (m)         1174.10   (f) ADJ UNCH    2 0
 MJ0127
 MJ0127.Superseded values are not recommended for survey control.
 MJ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0127.See file dsdata.txt to determine how the superseded data were derived.
 MJ0127
 MJ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF818865(NAD 83)
 MJ0127_MARKER: DB = BENCH MARK DISK
 MJ0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0127_SP_SET: CULVERT
 MJ0127_STAMPING: P 103 1935
 MJ0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0127
 MJ0127  HISTORY     - Date     Condition        Report By
 MJ0127  HISTORY     - 1935     MONUMENTED       CGS
 MJ0127
 MJ0127                          STATION DESCRIPTION
 MJ0127
 MJ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0127'7.3 MI S FROM MENLO.
 MJ0127'IN ADAIR COUNTY, 7.3 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE
 MJ0127'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT MENLO,
 MJ0127'GUTHRIE COUNTY, 300 FEET NORTH OF A 50-FOOT STEEL BRIDGE, AT A
 MJ0127'2-FOOT CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE EAST
 MJ0127'HEADWALL, 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 MJ0127'1/2 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 MJ0127'P 103 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0021 ***********************************************************************
 LF0021  DESIGNATION -  P 104
 LF0021  PID         -  LF0021
 LF0021  STATE/COUNTY-  IA/UNION
 LF0021  USGS QUAD   -  SHANNON CITY (1981)
 LF0021
 LF0021                         *CURRENT SURVEY CONTROL
 LF0021  ___________________________________________________________________
 LF0021* NAD 83(1986)-  40 58 19.     (N)    094 20 14.     (W)     SCALED    
 LF0021* NAVD 88     -       391.334  (meters)    1283.90   (feet)  ADJUSTED  
 LF0021  ___________________________________________________________________
 LF0021  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 LF0021  DYNAMIC HT  -         391.140 (meters)    1283.27  (feet)  COMP
 LF0021  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 LF0021
 LF0021  VERT ORDER  -  SECOND    CLASS 0
 LF0021
 LF0021.The horizontal coordinates were scaled from a topographic map and have
 LF0021.an estimated accuracy of +/- 6 seconds.
 LF0021
 LF0021.The orthometric height was determined by differential leveling
 LF0021.and adjusted by the National Geodetic Survey in June 1991..
 LF0021
 LF0021.The geoid height was determined by GEOID03.
 LF0021
 LF0021.The dynamic height is computed by dividing the NAVD 88
 LF0021.geopotential number by the normal gravity value computed on the
 LF0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0021.degrees latitude (g = 980.6199 gals.).
 LF0021
 LF0021.The modeled gravity was interpolated from observed gravity values.
 LF0021
 LF0021;                    North         East    Units  Estimated Accuracy
 LF0021;SPC IA S     -   108,270.      429,530.      MT  (+/- 180 meters Scaled)
 LF0021
 LF0021                          SUPERSEDED SURVEY CONTROL
 LF0021
 LF0021  NGVD 29 (??/??/92)  391.21   (m)         1283.5    (f) COMPUTED    2 0
 LF0021
 LF0021.Superseded values are not recommended for survey control.
 LF0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0021.See file dsdata.txt to determine how the superseded data were derived.
 LF0021
 LF0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF874365(NAD 83)
 LF0021_MARKER: DB = BENCH MARK DISK
 LF0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0021_STAMPING: P-104 1935
 LF0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0021+STABILITY: SURFACE MOTION
 LF0021
 LF0021  HISTORY     - Date     Condition        Report By
 LF0021  HISTORY     - 1935     MONUMENTED       CGS
 LF0021
 LF0021                          STATION DESCRIPTION
 LF0021
 LF0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0021'6.3 MI S FROM CRESTON.
 LF0021'5.4 SOUTH OF U.S. HIWAY 34 ALONG THE CRESTON-DIAGONAL ROAD TO
 LF0021'SCHOOL BUILDING ON THE EAST SIDE OF THE ROAD.  SET IN POST IN
 LF0021'THE NORTHWEST CORNER OF THE SCHOOL YARD 21 FEET EAST OF THE
 LF0021'CENTER LINE OF CRESTON-DIAGONAL ROAD, 150 FEET NORTH OF THE
 LF0021'CENTER LINE OF CROSS-ROAD, 5 FEET SOUTHEAST OF CORNER POST, AT
 LF0021'ROAD LEVEL.  6.3 MILES SOUTH OF CHICAGO, BURLINGTON AND QUINCY
 LF0021'RAILROAD JUNCTION, CRESTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0022 ***********************************************************************
 LF0022  DESIGNATION -  P 104 RESET
 LF0022  PID         -  LF0022
 LF0022  STATE/COUNTY-  IA/UNION
 LF0022  USGS QUAD   -  SHANNON CITY (1981)
 LF0022
 LF0022                         *CURRENT SURVEY CONTROL
 LF0022  ___________________________________________________________________
 LF0022* NAD 83(1986)-  40 58 19.     (N)    094 20 14.     (W)     SCALED    
 LF0022* NAVD 88     -       391.06   (meters)    1283.0    (feet)  RESET     
 LF0022  ___________________________________________________________________
 LF0022  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 LF0022
 LF0022  VERT ORDER  -  THIRD
 LF0022
 LF0022.The horizontal coordinates were scaled from a topographic map and have
 LF0022.an estimated accuracy of +/- 6 seconds.
 LF0022
 LF0022.The orthometric height was computed from unverified reset data.
 LF0022
 LF0022.The geoid height was determined by GEOID03.
 LF0022
 LF0022;                    North         East    Units  Estimated Accuracy
 LF0022;SPC IA S     -   108,270.      429,530.      MT  (+/- 180 meters Scaled)
 LF0022
 LF0022                          SUPERSEDED SURVEY CONTROL
 LF0022
 LF0022  NGVD 29 (??/??/??)  390.93   (m)         1282.6    (f) RESET       3  
 LF0022
 LF0022.Superseded values are not recommended for survey control.
 LF0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0022.See file dsdata.txt to determine how the superseded data were derived.
 LF0022
 LF0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF874365(NAD 83)
 LF0022_MARKER: DB = BENCH MARK DISK
 LF0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0022_STAMPING: P 104 1935 RESET 1954
 LF0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0022+STABILITY: SURFACE MOTION
 LF0022
 LF0022  HISTORY     - Date     Condition        Report By
 LF0022  HISTORY     - 1954     MONUMENTED       CGS
 LF0022  HISTORY     - 1978     GOOD             USGS
 LF0022
 LF0022                          STATION DESCRIPTION
 LF0022
 LF0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LF0022'1.5 MI E FROM CRESTON.
 LF0022'1-1/2 MILES EAST ALONG U.S. HIGHWAY 34 FROM CRESTON, UNION
 LF0022'COUNTY, 5.4 MILES SOUTH ALONG THE CRESTON-DIAGONAL ROAD, AT THE
 LF0022'NORTHWEST OF A SCHOOL YARD, 41 FEET EAST OF THE CENTERLINE OF THE
 LF0022'ROAD, 36 FEET NORTH OF A 20-INCH MAPLE TREE, AND 2 FEET
 LF0022'SOUTHEAST OF A FENCE CORNER AT THE NORTHWEST CORNER OF THE
 LF0022'SCHOOL YARD.  A STANDARD DISK, STAMPED P 104 1935 RESET 1954 AND
 LF0022'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LF0022'GROUND.
 LF0022
 LF0022                          STATION RECOVERY (1978)
 LF0022
 LF0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LF0022'CRESTON 1.5 MILES, EAST, 5.5 MILES SOUTH OF, NEAR COR. SECS. 5-6-7-8,
 LF0022'T 71 N, R 30 W. 167 FEET NORTH, 43 FEET EAST OF CROSSROADS, 1 FOOT
 LF0022'WEST OF A FENCE AND WITNESS POST, IN A CONCRETE POST A STD DISK
 LF0022'STAMPED P 104 RESET 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0186 ***********************************************************************
 LF0186  DESIGNATION -  P 105
 LF0186  PID         -  LF0186
 LF0186  STATE/COUNTY-  IA/TAYLOR
 LF0186  USGS QUAD   -  HOPKINS (1980)
 LF0186
 LF0186                         *CURRENT SURVEY CONTROL
 LF0186  ___________________________________________________________________
 LF0186* NAD 83(1986)-  40 35 12.     (N)    094 47 05.     (W)     SCALED    
 LF0186* NAVD 88     -       322.099  (meters)    1056.75   (feet)  ADJUSTED  
 LF0186  ___________________________________________________________________
 LF0186  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 LF0186  DYNAMIC HT  -         321.928 (meters)    1056.19  (feet)  COMP
 LF0186  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 LF0186
 LF0186  VERT ORDER  -  SECOND    CLASS 0
 LF0186
 LF0186.The horizontal coordinates were scaled from a topographic map and have
 LF0186.an estimated accuracy of +/- 6 seconds.
 LF0186
 LF0186.The orthometric height was determined by differential leveling
 LF0186.and adjusted by the National Geodetic Survey in June 1991..
 LF0186
 LF0186.The geoid height was determined by GEOID03.
 LF0186
 LF0186.The dynamic height is computed by dividing the NAVD 88
 LF0186.geopotential number by the normal gravity value computed on the
 LF0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0186.degrees latitude (g = 980.6199 gals.).
 LF0186
 LF0186.The modeled gravity was interpolated from observed gravity values.
 LF0186
 LF0186;                    North         East    Units  Estimated Accuracy
 LF0186;SPC IA S     -    65,950.      391,240.      MT  (+/- 180 meters Scaled)
 LF0186
 LF0186                          SUPERSEDED SURVEY CONTROL
 LF0186
 LF0186  NGVD 29 (??/??/92)  321.998  (m)         1056.42   (f) ADJ UNCH    2 0
 LF0186
 LF0186.Superseded values are not recommended for survey control.
 LF0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0186.See file dsdata.txt to determine how the superseded data were derived.
 LF0186
 LF0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE489944(NAD 83)
 LF0186_MARKER: DB = BENCH MARK DISK
 LF0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0186_SP_SET: CULVERT
 LF0186_STAMPING: P 105 1935
 LF0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0186
 LF0186  HISTORY     - Date     Condition        Report By
 LF0186  HISTORY     - 1935     MONUMENTED       CGS
 LF0186  HISTORY     - 1941     GOOD             NGS
 LF0186
 LF0186                          STATION DESCRIPTION
 LF0186
 LF0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0186'3.2 MI N FROM HOPKINS.
 LF0186'IN TAYLOR COUNTY, IOWA, 3.2 MILES NORTH ALONG THE CHICAGO,
 LF0186'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT HOPKINS,
 LF0186'NODAWAY COUNTY, MISSOURI, 50 FEET WEST OF BRIDGE 41.96, AT AN
 LF0186'8-FOOT CONCRETE CULVERT ON THE MARYVILLE ROAD, IN THE TOP OF THE
 LF0186'EAST HEADWALL, AND 5 FEET LOWER THAN THE TRACK.  A STANDARD
 LF0186'DISK, STAMPED P 105 1935.
 LF0186
 LF0186                          STATION RECOVERY (1941)
 LF0186
 LF0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LF0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0170 ***********************************************************************
 LF0170  DESIGNATION -  P 106
 LF0170  PID         -  LF0170
 LF0170  STATE/COUNTY-  IA/TAYLOR
 LF0170  USGS QUAD   -  GRAVITY (1980)
 LF0170
 LF0170                         *CURRENT SURVEY CONTROL
 LF0170  ___________________________________________________________________
 LF0170* NAD 83(1986)-  40 46 41.     (N)    094 42 36.     (W)     SCALED    
 LF0170* NAVD 88     -       356.061  (meters)    1168.18   (feet)  ADJUSTED  
 LF0170  ___________________________________________________________________
 LF0170  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 LF0170  DYNAMIC HT  -         355.877 (meters)    1167.57  (feet)  COMP
 LF0170  MODELED GRAV-     980,097.9   (mgal)                       NAVD 88
 LF0170
 LF0170  VERT ORDER  -  SECOND    CLASS 0
 LF0170
 LF0170.The horizontal coordinates were scaled from a topographic map and have
 LF0170.an estimated accuracy of +/- 6 seconds.
 LF0170
 LF0170.The orthometric height was determined by differential leveling
 LF0170.and adjusted by the National Geodetic Survey in June 1991..
 LF0170
 LF0170.The geoid height was determined by GEOID03.
 LF0170
 LF0170.The dynamic height is computed by dividing the NAVD 88
 LF0170.geopotential number by the normal gravity value computed on the
 LF0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0170.degrees latitude (g = 980.6199 gals.).
 LF0170
 LF0170.The modeled gravity was interpolated from observed gravity values.
 LF0170
 LF0170;                    North         East    Units  Estimated Accuracy
 LF0170;SPC IA S     -    87,110.      397,860.      MT  (+/- 180 meters Scaled)
 LF0170
 LF0170                          SUPERSEDED SURVEY CONTROL
 LF0170
 LF0170  NGVD 29 (??/??/92)  355.948  (m)         1167.81   (f) ADJ UNCH    2 0
 LF0170
 LF0170.Superseded values are not recommended for survey control.
 LF0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0170.See file dsdata.txt to determine how the superseded data were derived.
 LF0170
 LF0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF557155(NAD 83)
 LF0170_MARKER: DB = BENCH MARK DISK
 LF0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0170_STAMPING: P 106 1935
 LF0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0170+STABILITY: SURFACE MOTION
 LF0170
 LF0170  HISTORY     - Date     Condition        Report By
 LF0170  HISTORY     - 1935     MONUMENTED       CGS
 LF0170  HISTORY     - 1979     MARK NOT FOUND   NGS
 LF0170
 LF0170                          STATION DESCRIPTION
 LF0170
 LF0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0170'2.3 MI NE FROM GRAVITY.
 LF0170'2.3 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0170'RAILROAD FROM THE STATION AT GRAVITY, TAYLOR COUNTY, AT A POLE
 LF0170'203+18, AT A ROAD CROSSING, 66 FEET NORTHEAST OF THE CENTERLINE
 LF0170'OF THE ROAD, 42 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 LF0170'3 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE, AND 18 INCHES LOWER
 LF0170'THAN THE TRACK.  A STANDARD DISK, STAMPED P 106 1935 AND SET IN
 LF0170'THE TOP OF A CONCRETE POST.
 LF0170
 LF0170                          STATION RECOVERY (1979)
 LF0170
 LF0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LF0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0199 ***********************************************************************
 LF0199  DESIGNATION -  P 108
 LF0199  PID         -  LF0199
 LF0199  STATE/COUNTY-  IA/MONTGOMERY
 LF0199  USGS QUAD   -  VILLISCA (1980)
 LF0199
 LF0199                         *CURRENT SURVEY CONTROL
 LF0199  ___________________________________________________________________
 LF0199* NAD 83(1986)-  40 55 29.     (N)    094 58 37.     (W)     SCALED    
 LF0199* NAVD 88     -       321.722  (meters)    1055.52   (feet)  ADJUSTED  
 LF0199  ___________________________________________________________________
 LF0199  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LF0199  DYNAMIC HT  -         321.553 (meters)    1054.96  (feet)  COMP
 LF0199  MODELED GRAV-     980,092.3   (mgal)                       NAVD 88
 LF0199
 LF0199  VERT ORDER  -  SECOND    CLASS 0
 LF0199
 LF0199.The horizontal coordinates were scaled from a topographic map and have
 LF0199.an estimated accuracy of +/- 6 seconds.
 LF0199
 LF0199.The orthometric height was determined by differential leveling
 LF0199.and adjusted by the National Geodetic Survey in June 1991..
 LF0199
 LF0199.The geoid height was determined by GEOID03.
 LF0199
 LF0199.The dynamic height is computed by dividing the NAVD 88
 LF0199.geopotential number by the normal gravity value computed on the
 LF0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0199.degrees latitude (g = 980.6199 gals.).
 LF0199
 LF0199.The modeled gravity was interpolated from observed gravity values.
 LF0199
 LF0199;                    North         East    Units  Estimated Accuracy
 LF0199;SPC IA S     -   103,750.      375,610.      MT  (+/- 180 meters Scaled)
 LF0199
 LF0199                          SUPERSEDED SURVEY CONTROL
 LF0199
 LF0199  NGVD 29 (??/??/92)  321.612  (m)         1055.16   (f) ADJ UNCH    2 0
 LF0199
 LF0199.Superseded values are not recommended for survey control.
 LF0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0199.See file dsdata.txt to determine how the superseded data were derived.
 LF0199
 LF0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF335322(NAD 83)
 LF0199_MARKER: DB = BENCH MARK DISK
 LF0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0199_SP_SET: WALL
 LF0199_STAMPING: P 108 1935
 LF0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0199+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 LF0199
 LF0199  HISTORY     - Date     Condition        Report By
 LF0199  HISTORY     - 1935     MONUMENTED       CGS
 LF0199  HISTORY     - 1941     GOOD             NGS
 LF0199  HISTORY     - 1984     GOOD             NGS
 LF0199  HISTORY     - 20060901 GOOD             GEOCAC
 LF0199
 LF0199                          STATION DESCRIPTION
 LF0199
 LF0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0199'AT VILLISCA.
 LF0199'AT VILLISCA, MONTGOMERY COUNTY, ON THE CHICAGO, BURLINGTON AND
 LF0199'QUINCY RAILROAD, 250 FEET EAST OF THE EAST END OF THE STATION, AT
 LF0199'UNDERPASS 427.53, IN THE TOP OF THE CONCRETE WALL, 18 FEET EAST
 LF0199'OF THE CENTER OF THE UNDERPASS, 15 FEET NORTH OF THE CENTERLINE OF
 LF0199'THE NORTH TRACK, 8 INCHES EAST OF THE EAST BANISTER POST, AND
 LF0199'0.5 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED P 108 1935.
 LF0199
 LF0199                          STATION RECOVERY (1984)
 LF0199
 LF0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0199'THE OVERPASS BRIDGE IS OVER THIRD AVENUE SOUTH AND THE MARK IS IN THE
 LF0199'NORTH CORNER OF THE EAST ABUTMENT.
 LF0199
 LF0199                          STATION RECOVERY (2006)
 LF0199
 LF0199'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LF0199'HANDHELD COORDINATES N40 55 31.9 W94 58 37.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0003 ***********************************************************************
 NK0003  DESIGNATION -  P 11
 NK0003  PID         -  NK0003
 NK0003  STATE/COUNTY-  IA/BLACK HAWK
 NK0003  USGS QUAD   -  WATERLOO NORTH (1972)
 NK0003
 NK0003                         *CURRENT SURVEY CONTROL
 NK0003  ___________________________________________________________________
 NK0003* NAD 83(1986)-  42 30 41.     (N)    092 15 31.     (W)     SCALED    
 NK0003* NAVD 88     -       267.187  (meters)     876.60   (feet)  ADJUSTED  
 NK0003  ___________________________________________________________________
 NK0003  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 NK0003  DYNAMIC HT  -         267.106 (meters)     876.33  (feet)  COMP
 NK0003  MODELED GRAV-     980,309.5   (mgal)                       NAVD 88
 NK0003
 NK0003  VERT ORDER  -  FIRST     CLASS II
 NK0003
 NK0003.The horizontal coordinates were scaled from a topographic map and have
 NK0003.an estimated accuracy of +/- 6 seconds.
 NK0003
 NK0003.The orthometric height was determined by differential leveling
 NK0003.and adjusted by the National Geodetic Survey in June 1991..
 NK0003
 NK0003.The geoid height was determined by GEOID03.
 NK0003
 NK0003.The dynamic height is computed by dividing the NAVD 88
 NK0003.geopotential number by the normal gravity value computed on the
 NK0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0003.degrees latitude (g = 980.6199 gals.).
 NK0003
 NK0003.The modeled gravity was interpolated from observed gravity values.
 NK0003
 NK0003;                    North         East    Units  Estimated Accuracy
 NK0003;SPC IA N     - 1,113,090.    1,602,010.      MT  (+/- 180 meters Scaled)
 NK0003
 NK0003                          SUPERSEDED SURVEY CONTROL
 NK0003
 NK0003  NGVD 29 (??/??/92)  267.204  (m)          876.65   (f) ADJ UNCH    1 2
 NK0003
 NK0003.Superseded values are not recommended for survey control.
 NK0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0003.See file dsdata.txt to determine how the superseded data were derived.
 NK0003
 NK0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH609068(NAD 83)
 NK0003_MARKER: DB = BENCH MARK DISK
 NK0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0003_STAMPING: P 11 1933
 NK0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0003+STABILITY: SURFACE MOTION
 NK0003
 NK0003  HISTORY     - Date     Condition        Report By
 NK0003  HISTORY     - 1933     MONUMENTED       CGS
 NK0003  HISTORY     - 1956     GOOD             NGS
 NK0003
 NK0003                          STATION DESCRIPTION
 NK0003
 NK0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NK0003'2.1 MI SW FROM DEWAR.
 NK0003'2.1 MILES SOUTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NK0003'FROM DEWAR, BLACK HAWK COUNTY, 500 FEET SOUTHEAST OF EAST
 NK0003'WATERLOO TOWNSHIP SCHOOL 8, 41 1/2 FEET SOUTHWEST OF POLE 267+19,
 NK0003'46 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 31 FEET EAST
 NK0003'OF THE CENTER OF A ROAD CROSSING.  A STANDARD DISK, STAMPED
 NK0003'P 11 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0277 ***********************************************************************
 MH0277  DESIGNATION -  P 110
 MH0277  PID         -  MH0277
 MH0277  STATE/COUNTY-  IA/CLARKE
 MH0277  USGS QUAD   -  JAMISON (1983)
 MH0277
 MH0277                         *CURRENT SURVEY CONTROL
 MH0277  ___________________________________________________________________
 MH0277* NAD 83(1986)-  41 00 27.     (N)    093 38 05.     (W)     SCALED    
 MH0277* NAVD 88     -       309.085  (meters)    1014.06   (feet)  ADJUSTED  
 MH0277  ___________________________________________________________________
 MH0277  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 MH0277  DYNAMIC HT  -         308.939 (meters)    1013.58  (feet)  COMP
 MH0277  MODELED GRAV-     980,144.8   (mgal)                       NAVD 88
 MH0277
 MH0277  VERT ORDER  -  SECOND    CLASS 0
 MH0277
 MH0277.The horizontal coordinates were scaled from a topographic map and have
 MH0277.an estimated accuracy of +/- 6 seconds.
 MH0277
 MH0277.The orthometric height was determined by differential leveling
 MH0277.and adjusted by the National Geodetic Survey in June 1991..
 MH0277
 MH0277.The geoid height was determined by GEOID03.
 MH0277
 MH0277.The dynamic height is computed by dividing the NAVD 88
 MH0277.geopotential number by the normal gravity value computed on the
 MH0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0277.degrees latitude (g = 980.6199 gals.).
 MH0277
 MH0277.The modeled gravity was interpolated from observed gravity values.
 MH0277
 MH0277;                    North         East    Units  Estimated Accuracy
 MH0277;SPC IA S     -   111,890.      488,670.      MT  (+/- 180 meters Scaled)
 MH0277
 MH0277                          SUPERSEDED SURVEY CONTROL
 MH0277
 MH0277  NGVD 29 (??/??/92)  309.012  (m)         1013.82   (f) ADJ UNCH    2 0
 MH0277
 MH0277.Superseded values are not recommended for survey control.
 MH0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0277.See file dsdata.txt to determine how the superseded data were derived.
 MH0277
 MH0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF466397(NAD 83)
 MH0277_MARKER: DB = BENCH MARK DISK
 MH0277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0277_SP_SET: UNDERPASS
 MH0277_STAMPING: P 110 1935
 MH0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0277
 MH0277  HISTORY     - Date     Condition        Report By
 MH0277  HISTORY     - 1935     MONUMENTED       CGS
 MH0277
 MH0277                          STATION DESCRIPTION
 MH0277
 MH0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0277'1.9 MI W FROM WOODBURN.
 MH0277'1.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0277'FROM THE STATION AT WOODBURN, CLARKE COUNTY, AT A ROAD CROSSING
 MH0277'(UNDERPASS 352.63), IN THE TOP OF THE SOUTH END OF THE EAST
 MH0277'ABUTMENT, 1 FOOT SOUTH OF THE RETAINING WALL, 7 FEET SOUTH OF THE
 MH0277'CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A
 MH0277'STANDARD DISK, STAMPED P 110 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0261 ***********************************************************************
 MH0261  DESIGNATION -  P 113
 MH0261  PID         -  MH0261
 MH0261  STATE/COUNTY-  IA/LUCAS
 MH0261  USGS QUAD   -  CHARITON (1982)
 MH0261
 MH0261                         *CURRENT SURVEY CONTROL
 MH0261  ___________________________________________________________________
 MH0261* NAD 83(1986)-  41 03 27.     (N)    093 15 44.     (W)     SCALED    
 MH0261* NAVD 88     -       300.521  (meters)     985.96   (feet)  ADJUSTED  
 MH0261  ___________________________________________________________________
 MH0261  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 MH0261  DYNAMIC HT  -         300.384 (meters)     985.51  (feet)  COMP
 MH0261  MODELED GRAV-     980,159.0   (mgal)                       NAVD 88
 MH0261
 MH0261  VERT ORDER  -  SECOND    CLASS 0
 MH0261
 MH0261.The horizontal coordinates were scaled from a topographic map and have
 MH0261.an estimated accuracy of +/- 6 seconds.
 MH0261
 MH0261.The orthometric height was determined by differential leveling
 MH0261.and adjusted by the National Geodetic Survey in June 1991..
 MH0261
 MH0261.The geoid height was determined by GEOID03.
 MH0261
 MH0261.The dynamic height is computed by dividing the NAVD 88
 MH0261.geopotential number by the normal gravity value computed on the
 MH0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0261.degrees latitude (g = 980.6199 gals.).
 MH0261
 MH0261.The modeled gravity was interpolated from observed gravity values.
 MH0261
 MH0261;                    North         East    Units  Estimated Accuracy
 MH0261;SPC IA S     -   117,460.      519,990.      MT  (+/- 180 meters Scaled)
 MH0261
 MH0261                          SUPERSEDED SURVEY CONTROL
 MH0261
 MH0261  NGVD 29 (??/??/92)  300.469  (m)          985.79   (f) ADJ UNCH    2 0
 MH0261
 MH0261.Superseded values are not recommended for survey control.
 MH0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0261.See file dsdata.txt to determine how the superseded data were derived.
 MH0261
 MH0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF779451(NAD 83)
 MH0261_MARKER: DB = BENCH MARK DISK
 MH0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0261_STAMPING: P 113 1935
 MH0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0261+STABILITY: SURFACE MOTION
 MH0261
 MH0261  HISTORY     - Date     Condition        Report By
 MH0261  HISTORY     - 1935     MONUMENTED       CGS
 MH0261  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 MH0261
 MH0261                          STATION DESCRIPTION
 MH0261
 MH0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0261'2.2 MI S FROM WILLIAMSON.
 MH0261'2.2 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0261'RAILROAD FROM THE STATION AT WILLIAMSON, AT UNDERPASS 27.6, 27
 MH0261'FEET SOUTH OF THE BRIDGE, 16 FEET WEST OF THE CENTERLINE OF THE
 MH0261'TRACK, AT THE BOTTOM OF A CUT, AND LEVEL WITH THE TRACK.  A
 MH0261'STANDARD DISK, STAMPED P 113 1935 AND SET IN THE TOP OF A
 MH0261'CONCRETE POST.
 MH0261
 MH0261                          STATION RECOVERY (1979)
 MH0261
 MH0261'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 MH0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0412 ***********************************************************************
 LE0412  DESIGNATION -  P 115
 LE0412  PID         -  LE0412
 LE0412  STATE/COUNTY-  IA/CLARKE
 LE0412  USGS QUAD   -  LACELLE (1981)
 LE0412
 LE0412                         *CURRENT SURVEY CONTROL
 LE0412  ___________________________________________________________________
 LE0412* NAD 83(1986)-  40 58 25.     (N)    093 46 06.     (W)     SCALED    
 LE0412* NAVD 88     -       347.285  (meters)    1139.38   (feet)  ADJUSTED  
 LE0412  ___________________________________________________________________
 LE0412  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 LE0412  DYNAMIC HT  -         347.119 (meters)    1138.84  (feet)  COMP
 LE0412  MODELED GRAV-     980,137.9   (mgal)                       NAVD 88
 LE0412
 LE0412  VERT ORDER  -  SECOND    CLASS 0
 LE0412
 LE0412.The horizontal coordinates were scaled from a topographic map and have
 LE0412.an estimated accuracy of +/- 6 seconds.
 LE0412
 LE0412.The orthometric height was determined by differential leveling
 LE0412.and adjusted by the National Geodetic Survey in June 1991..
 LE0412
 LE0412.The geoid height was determined by GEOID03.
 LE0412
 LE0412.The dynamic height is computed by dividing the NAVD 88
 LE0412.geopotential number by the normal gravity value computed on the
 LE0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0412.degrees latitude (g = 980.6199 gals.).
 LE0412
 LE0412.The modeled gravity was interpolated from observed gravity values.
 LE0412
 LE0412;                    North         East    Units  Estimated Accuracy
 LE0412;SPC IA S     -   108,150.      477,420.      MT  (+/- 180 meters Scaled)
 LE0412
 LE0412                          SUPERSEDED SURVEY CONTROL
 LE0412
 LE0412  NGVD 29 (??/??/92)  347.199  (m)         1139.10   (f) ADJ UNCH    2 0
 LE0412
 LE0412.Superseded values are not recommended for survey control.
 LE0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0412.See file dsdata.txt to determine how the superseded data were derived.
 LE0412
 LE0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF353361(NAD 83)
 LE0412_MARKER: DB = BENCH MARK DISK
 LE0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0412_SP_SET: CULVERT
 LE0412_STAMPING: P 115 1935
 LE0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0412
 LE0412  HISTORY     - Date     Condition        Report By
 LE0412  HISTORY     - 1935     MONUMENTED       CGS
 LE0412
 LE0412                          STATION DESCRIPTION
 LE0412
 LE0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0412'4.1 MI S FROM OSCEOLA.
 LE0412'4.1 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE INTERSECTION
 LE0412'OF U.S. HIGHWAY 34 AT OSCEOLA, CLARKE COUNTY, AT A CONCRETE
 LE0412'CULVERT, IN THE CENTER OF THE TOP OF THE EAST HEADWALL, AND
 LE0412'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED P 115 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0017 ***********************************************************************
 LF0017  DESIGNATION -  P 117
 LF0017  PID         -  LF0017
 LF0017  STATE/COUNTY-  IA/RINGGOLD
 LF0017  USGS QUAD   -  KELLERTON (1981)
 LF0017
 LF0017                         *CURRENT SURVEY CONTROL
 LF0017  ___________________________________________________________________
 LF0017* NAD 83(1986)-  40 42 39.     (N)    094 03 02.     (W)     SCALED    
 LF0017* NAVD 88     -       365.750  (meters)    1199.96   (feet)  ADJUSTED  
 LF0017  ___________________________________________________________________
 LF0017  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 LF0017  DYNAMIC HT  -         365.568 (meters)    1199.37  (feet)  COMP
 LF0017  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 LF0017
 LF0017  VERT ORDER  -  SECOND    CLASS 0
 LF0017
 LF0017.The horizontal coordinates were scaled from a topographic map and have
 LF0017.an estimated accuracy of +/- 6 seconds.
 LF0017
 LF0017.The orthometric height was determined by differential leveling
 LF0017.and adjusted by the National Geodetic Survey in June 1991..
 LF0017
 LF0017.The geoid height was determined by GEOID03.
 LF0017
 LF0017.The dynamic height is computed by dividing the NAVD 88
 LF0017.geopotential number by the normal gravity value computed on the
 LF0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0017.degrees latitude (g = 980.6199 gals.).
 LF0017
 LF0017.The modeled gravity was interpolated from observed gravity values.
 LF0017
 LF0017;                    North         East    Units  Estimated Accuracy
 LF0017;SPC IA S     -    79,080.      453,480.      MT  (+/- 180 meters Scaled)
 LF0017
 LF0017                          SUPERSEDED SURVEY CONTROL
 LF0017
 LF0017  NGVD 29 (??/??/92)  365.648  (m)         1199.63   (f) ADJ UNCH    2 0
 LF0017
 LF0017.Superseded values are not recommended for survey control.
 LF0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0017.See file dsdata.txt to determine how the superseded data were derived.
 LF0017
 LF0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF112071(NAD 83)
 LF0017_MARKER: DB = BENCH MARK DISK
 LF0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0017_STAMPING: P 117 1935
 LF0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0017+STABILITY: SURFACE MOTION
 LF0017
 LF0017  HISTORY     - Date     Condition        Report By
 LF0017  HISTORY     - 1935     MONUMENTED       CGS
 LF0017  HISTORY     - 1978     POOR             USGS
 LF0017
 LF0017                          STATION DESCRIPTION
 LF0017
 LF0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0017'AT KELLERTON.
 LF0017'AT KELLERTON, RINGGOLD COUNTY, ON THE CHICAGO, BURLINGTON AND
 LF0017'QUINCY RAILROAD, JUST EAST OF THE STATION, AT THE MAIN STREET
 LF0017'CROSSING, 30 FEET WEST OF THE CENTERLINE OF THE STREET, 26 FEET
 LF0017'SOUTH OF THE CENTERLINE OF THE TRACK, 2 FEET SOUTH OF A
 LF0017'POWERLINE POLE, AND BETWEEN THE CURB AND THE SIDEWALK.  A
 LF0017'STANDARD DISK, STAMPED P 117 1935 AND SET IN THE TOP OF A
 LF0017'CONCRETE POST.
 LF0017
 LF0017                          STATION RECOVERY (1978)
 LF0017
 LF0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LF0017'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0196 ***********************************************************************
 LE0196  DESIGNATION -  P 119
 LE0196  PID         -  LE0196
 LE0196  STATE/COUNTY-  IA/MONROE
 LE0196  USGS QUAD   -  MORAVIA (1982)
 LE0196
 LE0196                         *CURRENT SURVEY CONTROL
 LE0196  ___________________________________________________________________
 LE0196* NAD 83(1986)-  40 59 38.     (N)    092 48 01.     (W)     SCALED    
 LE0196* NAVD 88     -       294.827  (meters)     967.28   (feet)  POSTED    
 LE0196  ___________________________________________________________________
 LE0196  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LE0196  DYNAMIC HT  -         294.690 (meters)     966.83  (feet)  COMP
 LE0196  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 LE0196
 LE0196  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LE0196
 LE0196.The horizontal coordinates were scaled from a topographic map and have
 LE0196.an estimated accuracy of +/- 6 seconds.
 LE0196
 LE0196.The orthometric height was determined by differential leveling
 LE0196.and adjusted by the National Geodetic Survey in 1992..
 LE0196.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LE0196.rate of 2.1 thru 3.0 mm/km.
 LE0196
 LE0196.The geoid height was determined by GEOID03.
 LE0196
 LE0196.The dynamic height is computed by dividing the NAVD 88
 LE0196.geopotential number by the normal gravity value computed on the
 LE0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0196.degrees latitude (g = 980.6199 gals.).
 LE0196
 LE0196.The modeled gravity was interpolated from observed gravity values.
 LE0196
 LE0196;                    North         East    Units  Estimated Accuracy
 LE0196;SPC IA S     -   110,610.      558,870.      MT  (+/- 180 meters Scaled)
 LE0196
 LE0196                          SUPERSEDED SURVEY CONTROL
 LE0196
 LE0196  NGVD 29 (??/??/92)  294.801  (m)          967.19   (f) ADJ UNCH    2 0
 LE0196
 LE0196.Superseded values are not recommended for survey control.
 LE0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0196.See file dsdata.txt to determine how the superseded data were derived.
 LE0196
 LE0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF167380(NAD 83)
 LE0196_MARKER: DB = BENCH MARK DISK
 LE0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0196_STAMPING: P 119 1935
 LE0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0196+STABILITY: SURFACE MOTION
 LE0196
 LE0196  HISTORY     - Date     Condition        Report By
 LE0196  HISTORY     - 1935     MONUMENTED       CGS
 LE0196
 LE0196                          STATION DESCRIPTION
 LE0196
 LE0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0196'3.1 MI S FROM ALBIA.
 LE0196'3.1 MILES SOUTH ALONG THE WABASH RAILROAD FROM THE CROSSING OF THE
 LE0196'CHICAGO, BURLINGTON AND QUINCY RAILROAD AT ALBIA, MONROE COUNTY,
 LE0196'8-1/2 POLES NORTHWEST OF MILEPOST 289, AT A ROAD CROSSING, 40
 LE0196'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 15 FEET NORTHWEST
 LE0196'OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTHWEST OF THE RIGHT OF
 LE0196'WAY FENCE, AND 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LE0196'STAMPED P 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0440 ***********************************************************************
 ON0440  DESIGNATION -  P 12
 ON0440  PID         -  ON0440
 ON0440  STATE/COUNTY-  IA/CLAYTON
 ON0440  USGS QUAD   -  MONONA (1971)
 ON0440
 ON0440                         *CURRENT SURVEY CONTROL
 ON0440  ___________________________________________________________________
 ON0440* NAD 83(1986)-  43 03 36.     (N)    091 27 17.     (W)     SCALED    
 ON0440* NAVD 88     -       345.060  (meters)    1132.08   (feet)  ADJUSTED  
 ON0440  ___________________________________________________________________
 ON0440  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 ON0440  DYNAMIC HT  -         344.971 (meters)    1131.79  (feet)  COMP
 ON0440  MODELED GRAV-     980,353.4   (mgal)                       NAVD 88
 ON0440
 ON0440  VERT ORDER  -  FIRST     CLASS II
 ON0440
 ON0440.The horizontal coordinates were scaled from a topographic map and have
 ON0440.an estimated accuracy of +/- 6 seconds.
 ON0440
 ON0440.The orthometric height was determined by differential leveling
 ON0440.and adjusted by the National Geodetic Survey in June 1991..
 ON0440
 ON0440.The geoid height was determined by GEOID03.
 ON0440
 ON0440.The dynamic height is computed by dividing the NAVD 88
 ON0440.geopotential number by the normal gravity value computed on the
 ON0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0440.degrees latitude (g = 980.6199 gals.).
 ON0440
 ON0440.The modeled gravity was interpolated from observed gravity values.
 ON0440
 ON0440;                    North         East    Units  Estimated Accuracy
 ON0440;SPC IA N     - 1,175,300.    1,666,590.      MT  (+/- 180 meters Scaled)
 ON0440
 ON0440                          SUPERSEDED SURVEY CONTROL
 ON0440
 ON0440  NGVD 29 (??/??/92)  345.096  (m)         1132.20   (f) ADJ UNCH    1 2
 ON0440
 ON0440.Superseded values are not recommended for survey control.
 ON0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0440.See file dsdata.txt to determine how the superseded data were derived.
 ON0440
 ON0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH258686(NAD 83)
 ON0440_MARKER: DB = BENCH MARK DISK
 ON0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0440_STAMPING: P 12 1933
 ON0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0440+STABILITY: SURFACE MOTION
 ON0440
 ON0440  HISTORY     - Date     Condition        Report By
 ON0440  HISTORY     - 1933     MONUMENTED       CGS
 ON0440  HISTORY     - 1934     GOOD             NGS
 ON0440  HISTORY     - 1963     GOOD             IAHD
 ON0440
 ON0440                          STATION DESCRIPTION
 ON0440
 ON0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0440'AT LUANA.
 ON0440'AT LUANA, CLAYTON COUNTY, 140 FEET WEST OF THE CHICAGO MILWAUKEE,
 ON0440'ST. PAUL AND PACIFIC RAILROAD STATION, 16-1/2 FEET EAST OF
 ON0440'THE CENTER OF A ROAD CROSSING, 52 FEET NORTH OF THE CENTERLINE OF
 ON0440'THE TRACK, AND 35 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 18.
 ON0440'A STANDARD DISK, STAMPED P 12 1933 AND SET IN THE TOP OF A CONCRETE
 ON0440'POST.
 ON0440
 ON0440                          STATION RECOVERY (1963)
 ON0440
 ON0440'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1963
 ON0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0636 ***********************************************************************
 LD0636  DESIGNATION -  P 120
 LD0636  PID         -  LD0636
 LD0636  STATE/COUNTY-  IA/LEE
 LD0636  USGS QUAD   -  ARGYLE (1982)
 LD0636
 LD0636                         *CURRENT SURVEY CONTROL
 LD0636  ___________________________________________________________________
 LD0636* NAD 83(1986)-  40 31 55.     (N)    091 33 45.     (W)     SCALED    
 LD0636* NAVD 88     -       204.093  (meters)     669.60   (feet)  ADJUSTED  
 LD0636  ___________________________________________________________________
 LD0636  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0636  DYNAMIC HT  -         203.992 (meters)     669.26  (feet)  COMP
 LD0636  MODELED GRAV-     980,128.1   (mgal)                       NAVD 88
 LD0636
 LD0636  VERT ORDER  -  SECOND    CLASS 0
 LD0636
 LD0636.The horizontal coordinates were scaled from a topographic map and have
 LD0636.an estimated accuracy of +/- 6 seconds.
 LD0636
 LD0636.The orthometric height was determined by differential leveling
 LD0636.and adjusted by the National Geodetic Survey in June 1991..
 LD0636
 LD0636.The geoid height was determined by GEOID03.
 LD0636
 LD0636.The dynamic height is computed by dividing the NAVD 88
 LD0636.geopotential number by the normal gravity value computed on the
 LD0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0636.degrees latitude (g = 980.6199 gals.).
 LD0636
 LD0636.The modeled gravity was interpolated from observed gravity values.
 LD0636
 LD0636;                    North         East    Units  Estimated Accuracy
 LD0636;SPC IA S     -    60,900.      664,150.      MT  (+/- 180 meters Scaled)
 LD0636
 LD0636                          SUPERSEDED SURVEY CONTROL
 LD0636
 LD0636  NGVD 29 (??/??/92)  204.119  (m)          669.68   (f) ADJ UNCH    2 0
 LD0636
 LD0636.Superseded values are not recommended for survey control.
 LD0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0636.See file dsdata.txt to determine how the superseded data were derived.
 LD0636
 LD0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE217877(NAD 83)
 LD0636_MARKER: DB = BENCH MARK DISK
 LD0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0636_STAMPING: P 120 1935
 LD0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0636+STABILITY: SURFACE MOTION
 LD0636
 LD0636  HISTORY     - Date     Condition        Report By
 LD0636  HISTORY     - 1935     MONUMENTED       CGS
 LD0636  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 LD0636
 LD0636                          STATION DESCRIPTION
 LD0636
 LD0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0636'AT ARGYLE.
 LD0636'AT ARGYLE, LEE COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 LD0636'RAILWAY, 200 FEET SOUTHWEST OF THE STATION, AT A ROAD CROSSING,
 LD0636'55 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 20 FEET SOUTHEAST
 LD0636'OF THE CENTERLINE OF THE SOUTHEAST TRACK, 2 FEET NORTHEAST OF
 LD0636'A POLE, AND 6 INCHES LOWER THAN THE TRACK.  A STANDARD DISK,
 LD0636'STAMPED P 120 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LD0636
 LD0636                          STATION RECOVERY (2000)
 LD0636
 LD0636'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LD0636'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0643 ***********************************************************************
 LD0643  DESIGNATION -  P 121
 LD0643  PID         -  LD0643
 LD0643  STATE/COUNTY-  IA/VAN BUREN
 LD0643  USGS QUAD   -  MOUNT STERLING (1982)
 LD0643
 LD0643                         *CURRENT SURVEY CONTROL
 LD0643  ___________________________________________________________________
 LD0643* NAD 83(1986)-  40 37 03.     (N)    091 55 56.     (W)     SCALED    
 LD0643* NAVD 88     -       200.580  (meters)     658.07   (feet)  ADJUSTED  
 LD0643  ___________________________________________________________________
 LD0643  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LD0643  DYNAMIC HT  -         200.482 (meters)     657.75  (feet)  COMP
 LD0643  MODELED GRAV-     980,132.1   (mgal)                       NAVD 88
 LD0643
 LD0643  VERT ORDER  -  SECOND    CLASS 0
 LD0643
 LD0643.The horizontal coordinates were scaled from a topographic map and have
 LD0643.an estimated accuracy of +/- 6 seconds.
 LD0643
 LD0643.The orthometric height was determined by differential leveling
 LD0643.and adjusted by the National Geodetic Survey in June 1991..
 LD0643
 LD0643.The geoid height was determined by GEOID03.
 LD0643
 LD0643.The dynamic height is computed by dividing the NAVD 88
 LD0643.geopotential number by the normal gravity value computed on the
 LD0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0643.degrees latitude (g = 980.6199 gals.).
 LD0643
 LD0643.The modeled gravity was interpolated from observed gravity values.
 LD0643
 LD0643;                    North         East    Units  Estimated Accuracy
 LD0643;SPC IA S     -    69,770.      632,660.      MT  (+/- 180 meters Scaled)
 LD0643
 LD0643                          SUPERSEDED SURVEY CONTROL
 LD0643
 LD0643  NGVD 29 (??/??/92)  200.593  (m)          658.11   (f) ADJ UNCH    2 0
 LD0643
 LD0643.Superseded values are not recommended for survey control.
 LD0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0643.See file dsdata.txt to determine how the superseded data were derived.
 LD0643
 LD0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE903968(NAD 83)
 LD0643_MARKER: DB = BENCH MARK DISK
 LD0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0643_STAMPING: P 121 1935
 LD0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0643+STABILITY: SURFACE MOTION
 LD0643
 LD0643  HISTORY     - Date     Condition        Report By
 LD0643  HISTORY     - 1935     MONUMENTED       CGS
 LD0643
 LD0643                          STATION DESCRIPTION
 LD0643
 LD0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0643'AT MT STERLING.
 LD0643'AT MT. STERLING, VAN BUREN COUNTY, ON THE CHICAGO, BURLINGTON
 LD0643'AND QUINCY RAILROAD, 210 FEET EAST OF THE STATION, AT POLE
 LD0643'55+04, 33 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 17
 LD0643'FEET SOUTH OF THE CENTERLINE OF A SIDING, 4 FEET EAST OF A POLE,
 LD0643'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED P 121 1935
 LD0643'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0610 ***********************************************************************
 LD0610  DESIGNATION -  P 122=56 31
 LD0610  PID         -  LD0610
 LD0610  STATE/COUNTY-  IA/LEE
 LD0610  USGS QUAD   -  DONNELLSON (1968)
 LD0610
 LD0610                         *CURRENT SURVEY CONTROL
 LD0610  ___________________________________________________________________
 LD0610* NAD 83(1986)-  40 40 04.     (N)    091 33 51.     (W)     SCALED    
 LD0610* NAVD 88     -       211.754  (meters)     694.73   (feet)  ADJUSTED  
 LD0610  ___________________________________________________________________
 LD0610  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0610  DYNAMIC HT  -         211.652 (meters)     694.39  (feet)  COMP
 LD0610  MODELED GRAV-     980,139.1   (mgal)                       NAVD 88
 LD0610
 LD0610  VERT ORDER  -  SECOND    CLASS 0
 LD0610
 LD0610.The horizontal coordinates were scaled from a topographic map and have
 LD0610.an estimated accuracy of +/- 6 seconds.
 LD0610
 LD0610.The orthometric height was determined by differential leveling
 LD0610.and adjusted by the National Geodetic Survey in June 1991..
 LD0610
 LD0610.The geoid height was determined by GEOID03.
 LD0610
 LD0610.The dynamic height is computed by dividing the NAVD 88
 LD0610.geopotential number by the normal gravity value computed on the
 LD0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0610.degrees latitude (g = 980.6199 gals.).
 LD0610
 LD0610.The modeled gravity was interpolated from observed gravity values.
 LD0610
 LD0610;                    North         East    Units  Estimated Accuracy
 LD0610;SPC IA S     -    75,980.      663,670.      MT  (+/- 180 meters Scaled)
 LD0610
 LD0610                          SUPERSEDED SURVEY CONTROL
 LD0610
 LD0610  NGVD 29 (??/??/92)  211.781  (m)          694.82   (f) ADJ UNCH    2 0
 LD0610
 LD0610.Superseded values are not recommended for survey control.
 LD0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0610.See file dsdata.txt to determine how the superseded data were derived.
 LD0610
 LD0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF213028(NAD 83)
 LD0610_MARKER: DD = SURVEY DISK
 LD0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0610_STAMPING: P 122 1935
 LD0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0610+STABILITY: SURFACE MOTION
 LD0610
 LD0610  HISTORY     - Date     Condition        Report By
 LD0610  HISTORY     - 1935     MONUMENTED       IOWAGS
 LD0610  HISTORY     - 1954     MARK NOT FOUND   NGS
 LD0610
 LD0610                          STATION DESCRIPTION
 LD0610
 LD0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LD0610'1.7 MI N FROM DONNELLSON.
 LD0610'1.7 MILES NORTH ALONG U.S. HIGHWAY 218 FROM A CROSSING OF THE
 LD0610'CHICAGO, BURLINGTON AND QUINCY RAILROAD AT DONNELLSON, LEE
 LD0610'COUNTY, AT A CROSSROADS, 36 FEET SOUTH OF THE CENTERLINE OF THE
 LD0610'ROAD, 27 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3-1/2
 LD0610'FEET WEST OF A FENCE CORNER.  A STATE SURVEY STANDARD DISK,
 LD0610'STAMPED P 122 1935 56-31 AND SET IN THE TOP OF A CONCRETE POST
 LD0610'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0490 ***********************************************************************
 MG0490  DESIGNATION -  P 123
 MG0490  PID         -  MG0490
 MG0490  STATE/COUNTY-  IA/WASHINGTON
 MG0490  USGS QUAD   -  CRAWFORDSVILLE (1981)
 MG0490
 MG0490                         *CURRENT SURVEY CONTROL
 MG0490  ___________________________________________________________________
 MG0490* NAD 83(1986)-  41 13 06.     (N)    091 32 20.     (W)     SCALED    
 MG0490* NAVD 88     -       223.317  (meters)     732.67   (feet)  ADJUSTED  
 MG0490  ___________________________________________________________________
 MG0490  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MG0490  DYNAMIC HT  -         223.222 (meters)     732.35  (feet)  COMP
 MG0490  MODELED GRAV-     980,193.0   (mgal)                       NAVD 88
 MG0490
 MG0490  VERT ORDER  -  SECOND    CLASS 0
 MG0490
 MG0490.The horizontal coordinates were scaled from a topographic map and have
 MG0490.an estimated accuracy of +/- 6 seconds.
 MG0490
 MG0490.The orthometric height was determined by differential leveling
 MG0490.and adjusted by the National Geodetic Survey in June 1991..
 MG0490
 MG0490.The geoid height was determined by GEOID03.
 MG0490
 MG0490.The dynamic height is computed by dividing the NAVD 88
 MG0490.geopotential number by the normal gravity value computed on the
 MG0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0490.degrees latitude (g = 980.6199 gals.).
 MG0490
 MG0490.The modeled gravity was interpolated from observed gravity values.
 MG0490
 MG0490;                    North         East    Units  Estimated Accuracy
 MG0490;SPC IA S     -   137,150.      664,430.      MT  (+/- 180 meters Scaled)
 MG0490
 MG0490                          SUPERSEDED SURVEY CONTROL
 MG0490
 MG0490  NGVD 29 (??/??/92)  223.360  (m)          732.81   (f) ADJ UNCH    2 0
 MG0490
 MG0490.Superseded values are not recommended for survey control.
 MG0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0490.See file dsdata.txt to determine how the superseded data were derived.
 MG0490
 MG0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF224640(NAD 83)
 MG0490_MARKER: DB = BENCH MARK DISK
 MG0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0490_STAMPING: P 123 1935
 MG0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0490+STABILITY: SURFACE MOTION
 MG0490
 MG0490  HISTORY     - Date     Condition        Report By
 MG0490  HISTORY     - 1935     MONUMENTED       CGS
 MG0490  HISTORY     - 1941     GOOD             NGS
 MG0490
 MG0490                          STATION DESCRIPTION
 MG0490
 MG0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0490'AT CRAWFORDSVILLE.
 MG0490'AT CRAWFORDSVILLE, ON U.S. HIGHWAY 218 AT A CROSSING OF THE
 MG0490'CHICAGO, BURLINGTON AND QUINCY RAILROAD, 25 FEET NORTH OF A POINT
 MG0490'45 FEET WEST OF THE CENTER OF THE CROSSING, 6 FEET SOUTHWEST OF
 MG0490'A FENCE CORNER, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A
 MG0490'STANDARD DISK, STAMPED P 123 1935 AND SET IN THE TOP OF A CONCRETE
 MG0490'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0505 ***********************************************************************
 MG0505  DESIGNATION -  P 124
 MG0505  PID         -  MG0505
 MG0505  STATE/COUNTY-  IA/JEFFERSON
 MG0505  USGS QUAD   -  FAIRFIELD NORTH (1980)
 MG0505
 MG0505                         *CURRENT SURVEY CONTROL
 MG0505  ___________________________________________________________________
 MG0505* NAD 83(1986)-  41 00 38.     (N)    091 53 28.     (W)     SCALED    
 MG0505* NAVD 88     -       238.435  (meters)     782.27   (feet)  ADJUSTED  
 MG0505  ___________________________________________________________________
 MG0505  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0505  DYNAMIC HT  -         238.327 (meters)     781.91  (feet)  COMP
 MG0505  MODELED GRAV-     980,167.7   (mgal)                       NAVD 88
 MG0505
 MG0505  VERT ORDER  -  SECOND    CLASS 0
 MG0505
 MG0505.The horizontal coordinates were scaled from a topographic map and have
 MG0505.an estimated accuracy of +/- 6 seconds.
 MG0505
 MG0505.The orthometric height was determined by differential leveling
 MG0505.and adjusted by the National Geodetic Survey in June 1991..
 MG0505
 MG0505.The geoid height was determined by GEOID03.
 MG0505
 MG0505.The dynamic height is computed by dividing the NAVD 88
 MG0505.geopotential number by the normal gravity value computed on the
 MG0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0505.degrees latitude (g = 980.6199 gals.).
 MG0505
 MG0505.The modeled gravity was interpolated from observed gravity values.
 MG0505
 MG0505;                    North         East    Units  Estimated Accuracy
 MG0505;SPC IA S     -   113,470.      635,330.      MT  (+/- 180 meters Scaled)
 MG0505
 MG0505                          SUPERSEDED SURVEY CONTROL
 MG0505
 MG0505  NGVD 29 (??/??/92)  238.454  (m)          782.33   (f) ADJ UNCH    2 0
 MG0505
 MG0505.Superseded values are not recommended for survey control.
 MG0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0505.See file dsdata.txt to determine how the superseded data were derived.
 MG0505
 MG0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF932405(NAD 83)
 MG0505_MARKER: DB = BENCH MARK DISK
 MG0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0505_STAMPING: P 124 1935
 MG0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0505+STABILITY: SURFACE MOTION
 MG0505
 MG0505  HISTORY     - Date     Condition        Report By
 MG0505  HISTORY     - 1935     MONUMENTED       CGS
 MG0505  HISTORY     - 1976     MARK NOT FOUND   USGS
 MG0505
 MG0505                          STATION DESCRIPTION
 MG0505
 MG0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MG0505'1.3 MI W FROM BECKWITH.
 MG0505'1.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MG0505'FROM THE STATION AT BECKWITH, AT A ROAD CROSSING, 21 FEET WEST OF
 MG0505'THE CENTERLINE OF THE ROAD, 10 FEET SOUTH OF THE CENTERLINE OF
 MG0505'THE SOUTH TRACK, ON THE TOP OF A DUMP, AND LEVEL WITH THE TRACK.
 MG0505'A STANDARD DISK, STAMPED P 124 1935 AND SET IN THE TOP OF A
 MG0505'CONCRETE POST.
 MG0505
 MG0505                          STATION RECOVERY (1976)
 MG0505
 MG0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MG0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0516 ***********************************************************************
 LD0516  DESIGNATION -  P 125
 LD0516  PID         -  LD0516
 LD0516  STATE/COUNTY-  IA/DES MOINES
 LD0516  USGS QUAD   -  PLEASANT GROVE (1981)
 LD0516
 LD0516                         *CURRENT SURVEY CONTROL
 LD0516  ___________________________________________________________________
 LD0516* NAD 83(1986)-  40 54 10.     (N)    091 21 48.     (W)     SCALED    
 LD0516* NAVD 88     -       223.554  (meters)     733.44   (feet)  ADJUSTED  
 LD0516  ___________________________________________________________________
 LD0516  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 LD0516  DYNAMIC HT  -         223.451 (meters)     733.11  (feet)  COMP
 LD0516  MODELED GRAV-     980,159.9   (mgal)                       NAVD 88
 LD0516
 LD0516  VERT ORDER  -  SECOND    CLASS 0
 LD0516
 LD0516.The horizontal coordinates were scaled from a topographic map and have
 LD0516.an estimated accuracy of +/- 6 seconds.
 LD0516
 LD0516.The orthometric height was determined by differential leveling
 LD0516.and adjusted by the National Geodetic Survey in June 1991..
 LD0516
 LD0516.The geoid height was determined by GEOID03.
 LD0516
 LD0516.The dynamic height is computed by dividing the NAVD 88
 LD0516.geopotential number by the normal gravity value computed on the
 LD0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0516.degrees latitude (g = 980.6199 gals.).
 LD0516
 LD0516.The modeled gravity was interpolated from observed gravity values.
 LD0516
 LD0516;                    North         East    Units  Estimated Accuracy
 LD0516;SPC IA S     -   102,460.      680,010.      MT  (+/- 180 meters Scaled)
 LD0516
 LD0516                          SUPERSEDED SURVEY CONTROL
 LD0516
 LD0516  NGVD 29 (??/??/92)  223.599  (m)          733.59   (f) ADJ UNCH    2 0
 LD0516
 LD0516.Superseded values are not recommended for survey control.
 LD0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0516.See file dsdata.txt to determine how the superseded data were derived.
 LD0516
 LD0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF378292(NAD 83)
 LD0516_MARKER: DB = BENCH MARK DISK
 LD0516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0516_SP_SET: CULVERT
 LD0516_STAMPING: P 125 1935
 LD0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0516
 LD0516  HISTORY     - Date     Condition        Report By
 LD0516  HISTORY     - 1935     MONUMENTED       CGS
 LD0516  HISTORY     - 19930211 MARK NOT FOUND   LOCENG
 LD0516
 LD0516                          STATION DESCRIPTION
 LD0516
 LD0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0516'2.5 MI SE FROM NEW LONDON.
 LD0516'IN DES MOINES COUNTY, 2.5 MILES SOUTHEAST ALONG THE CHICAGO,
 LD0516'BURLINGTON AND QUICNY RAILROAD FROM THE STATION AT NEW LONDON,
 LD0516'HENRY COUNTY, 50 FEET SOUTHEAST OF SIGNAL N-222, AT A CULVERT, IN
 LD0516'THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEADWALL, AND
 LD0516'ABOUT 7 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LD0516'P 125 1935.
 LD0516
 LD0516                          STATION RECOVERY (1993)
 LD0516
 LD0516'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 LD0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0660 ***********************************************************************
 MJ0660  DESIGNATION -  P 127
 MJ0660  PID         -  MJ0660
 MJ0660  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0660  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0660
 MJ0660                         *CURRENT SURVEY CONTROL
 MJ0660  ___________________________________________________________________
 MJ0660* NAD 83(1986)-  41 15 00.     (N)    095 54 06.     (W)     SCALED    
 MJ0660* NAVD 88     -       308.154  (meters)    1011.00   (feet)  ADJUSTED  
 MJ0660  ___________________________________________________________________
 MJ0660  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 MJ0660  DYNAMIC HT  -         308.027 (meters)    1010.59  (feet)  COMP
 MJ0660  MODELED GRAV-     980,202.7   (mgal)                       NAVD 88
 MJ0660
 MJ0660  VERT ORDER  -  FIRST     CLASS II
 MJ0660
 MJ0660.The horizontal coordinates were scaled from a topographic map and have
 MJ0660.an estimated accuracy of +/- 6 seconds.
 MJ0660
 MJ0660.The orthometric height was determined by differential leveling
 MJ0660.and adjusted by the National Geodetic Survey in June 1991..
 MJ0660
 MJ0660.The geoid height was determined by GEOID03.
 MJ0660
 MJ0660.The dynamic height is computed by dividing the NAVD 88
 MJ0660.geopotential number by the normal gravity value computed on the
 MJ0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0660.degrees latitude (g = 980.6199 gals.).
 MJ0660
 MJ0660.The modeled gravity was interpolated from observed gravity values.
 MJ0660
 MJ0660;                    North         East    Units  Estimated Accuracy
 MJ0660;SPC IA S     -   141,590.      298,740.      MT  (+/- 180 meters Scaled)
 MJ0660
 MJ0660                          SUPERSEDED SURVEY CONTROL
 MJ0660
 MJ0660  NGVD 29 (??/??/92)  308.038  (m)         1010.62   (f) ADJ UNCH    1 2
 MJ0660
 MJ0660.Superseded values are not recommended for survey control.
 MJ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0660.See file dsdata.txt to determine how the superseded data were derived.
 MJ0660
 MJ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF568705(NAD 83)
 MJ0660_MARKER: DB = BENCH MARK DISK
 MJ0660_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ0660_SP_SET: ABUTMENT
 MJ0660_STAMPING: P 127 1947
 MJ0660_MARK LOGO: CGS   
 MJ0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0660+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1989
 MJ0660
 MJ0660  HISTORY     - Date     Condition        Report By
 MJ0660  HISTORY     - 1947     MONUMENTED       CGS
 MJ0660  HISTORY     - 1948     GOOD             NGS
 MJ0660  HISTORY     - 19890802 GOOD             NGS
 MJ0660
 MJ0660                          STATION DESCRIPTION
 MJ0660
 MJ0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0660'AT COUNCIL BLUFFS.
 MJ0660'1.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MJ0660'AT COUNCIL BLUFFS, ABOUT 0.6 MILE EAST OF THE EAST END OF THE
 MJ0660'RAILWAY BRIDGE OVER THE MISSOURI RIVER, SET IN THE NORTH CORNER
 MJ0660'OF THE EAST ABUTMENT OF BRIDGE NO. 1.46, 12.0 FEET NORTH OF
 MJ0660'THE CENTER LINE OF THE NORTH TRACK, 1.0 FOOT BELOW TRACK LEVEL.
 MJ0660
 MJ0660                          STATION RECOVERY (1989)
 MJ0660
 MJ0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0186 ***********************************************************************
 NM0186  DESIGNATION -  P 128
 NM0186  PID         -  NM0186
 NM0186  STATE/COUNTY-  IA/WOODBURY
 NM0186  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM0186
 NM0186                         *CURRENT SURVEY CONTROL
 NM0186  ___________________________________________________________________
 NM0186* NAD 83(1986)-  42 23 56.     (N)    096 15 40.     (W)     SCALED    
 NM0186* NAVD 88     -       332.762  (meters)    1091.74   (feet)  ADJUSTED  
 NM0186  ___________________________________________________________________
 NM0186  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 NM0186  DYNAMIC HT  -         332.653 (meters)    1091.38  (feet)  COMP
 NM0186  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 NM0186
 NM0186  VERT ORDER  -  FIRST     CLASS II
 NM0186
 NM0186.The horizontal coordinates were scaled from a topographic map and have
 NM0186.an estimated accuracy of +/- 6 seconds.
 NM0186
 NM0186.The orthometric height was determined by differential leveling
 NM0186.and adjusted by the National Geodetic Survey in June 1991..
 NM0186
 NM0186.The geoid height was determined by GEOID03.
 NM0186
 NM0186.The dynamic height is computed by dividing the NAVD 88
 NM0186.geopotential number by the normal gravity value computed on the
 NM0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0186.degrees latitude (g = 980.6199 gals.).
 NM0186
 NM0186.The modeled gravity was interpolated from observed gravity values.
 NM0186
 NM0186;                    North         East    Units  Estimated Accuracy
 NM0186;SPC IA N     - 1,103,560.    1,272,720.      MT  (+/- 180 meters Scaled)
 NM0186
 NM0186                          SUPERSEDED SURVEY CONTROL
 NM0186
 NM0186  NGVD 29 (??/??/92)  332.594  (m)         1091.19   (f) ADJ UNCH    1 2
 NM0186
 NM0186.Superseded values are not recommended for survey control.
 NM0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0186.See file dsdata.txt to determine how the superseded data were derived.
 NM0186
 NM0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM254977(NAD 83)
 NM0186_MARKER: DB = BENCH MARK DISK
 NM0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0186_SP_SET: BRIDGE ABUTMENT
 NM0186_STAMPING: P 128 1948
 NM0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0186
 NM0186  HISTORY     - Date     Condition        Report By
 NM0186  HISTORY     - 1948     MONUMENTED       CGS
 NM0186
 NM0186                          STATION DESCRIPTION
 NM0186
 NM0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0186'2.6 MI W FROM BRONSON.
 NM0186'2.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NM0186'THE STATION AT BRONSON, AT BRIDGE 1742, 4.7 FEET SOUTH OF AND
 NM0186'1.0 FOOT LOWER THAN THE SOUTH RAIL OF THE TRACK, 3.7 FEET WEST OF
 NM0186'THE WEST END OF THE SOUTH STEEL GIRDER OF THE BRIDGE, 4.8 FEET
 NM0186'NORTHWEST OF THE SOUTHEAST END OF AND SET IN THE TOP OF THE SOUTHWEST
 NM0186'CONCRETE ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0106 ***********************************************************************
 NM0106  DESIGNATION -  P 129
 NM0106  PID         -  NM0106
 NM0106  STATE/COUNTY-  IA/MONONA
 NM0106  USGS QUAD   -  SLOAN (1969)
 NM0106
 NM0106                         *CURRENT SURVEY CONTROL
 NM0106  ___________________________________________________________________
 NM0106* NAD 83(1986)-  42 10 04.     (N)    096 10 50.     (W)     SCALED    
 NM0106* NAVD 88     -       325.047  (meters)    1066.42   (feet)  ADJUSTED  
 NM0106  ___________________________________________________________________
 NM0106  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 NM0106  DYNAMIC HT  -         324.936 (meters)    1066.06  (feet)  COMP
 NM0106  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 NM0106
 NM0106  VERT ORDER  -  FIRST     CLASS II
 NM0106
 NM0106.The horizontal coordinates were scaled from a topographic map and have
 NM0106.an estimated accuracy of +/- 6 seconds.
 NM0106
 NM0106.The orthometric height was determined by differential leveling
 NM0106.and adjusted by the National Geodetic Survey in June 1991..
 NM0106.WARNING-Repeat measurements at this control monument indicate possible
 NM0106.vertical movement.
 NM0106
 NM0106.The geoid height was determined by GEOID03.
 NM0106
 NM0106.The dynamic height is computed by dividing the NAVD 88
 NM0106.geopotential number by the normal gravity value computed on the
 NM0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0106.degrees latitude (g = 980.6199 gals.).
 NM0106
 NM0106.The modeled gravity was interpolated from observed gravity values.
 NM0106
 NM0106;                    North         East    Units  Estimated Accuracy
 NM0106;SPC IA N     - 1,077,690.    1,278,540.      MT  (+/- 180 meters Scaled)
 NM0106
 NM0106                          SUPERSEDED SURVEY CONTROL
 NM0106
 NM0106  NGVD 29 (??/??/92)  324.882  (m)         1065.88   (f) ADJ UNCH    1 2
 NM0106
 NM0106.Superseded values are not recommended for survey control.
 NM0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0106.See file dsdata.txt to determine how the superseded data were derived.
 NM0106
 NM0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM328722(NAD 83)
 NM0106_MARKER: DB = BENCH MARK DISK
 NM0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0106_SP_SET: CONCRETE POST
 NM0106_STAMPING: P 129 1948
 NM0106_MARK LOGO: CGS   
 NM0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0106+STABILITY: SURFACE MOTION
 NM0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0106+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1989
 NM0106
 NM0106  HISTORY     - Date     Condition        Report By
 NM0106  HISTORY     - 1948     MONUMENTED       CGS
 NM0106  HISTORY     - 19890831 GOOD             NGS
 NM0106
 NM0106                          STATION DESCRIPTION
 NM0106
 NM0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0106'3.2 MI NW FROM WHITING.
 NM0106'3.25 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0106'FROM THE STATION AT WHITING, AT A ROAD CROSSING, 100 YARDS EAST
 NM0106'OF A FARMHOUSE WHICH IS ON THE WEST SIDE OF THE RAILROAD AND
 NM0106'ON THE NORTH SIDE OF AN EAST AND WEST ROAD, 96.0 FEET NORTH OF
 NM0106'THE CENTER LINE OF AN EAST AND WEST ROAD, 43.2 FEET SOUTHWEST
 NM0106'OF THE CENTER LINE OF U.S. HIGHWAY 75, 37.7 FEET NORTHEAST OF
 NM0106'THE NORTHEAST RAIL, 3.0 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET
 NM0106'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NM0106'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NM0106
 NM0106                          STATION RECOVERY (1989)
 NM0106
 NM0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0106'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 NM0106'CHANGE--3.25 MILES, TO 5.1 KM (3.15 MI), STATION, TO WHITTIER STREET,
 NM0106'U.S. HIGHWAY 75, TO COUNTY ROAD K 45, AND 1.5 FEET, TO 0.3 M (1.0 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0845 ***********************************************************************
 MJ0845  DESIGNATION -  P 130
 MJ0845  PID         -  MJ0845
 MJ0845  STATE/COUNTY-  IA/MILLS
 MJ0845  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0845
 MJ0845                         *CURRENT SURVEY CONTROL
 MJ0845  ___________________________________________________________________
 MJ0845* NAD 83(1986)-  41 08 18.     (N)    095 51 19.     (W)     SCALED    
 MJ0845* NAVD 88     -       294.940  (meters)     967.65   (feet)  ADJUSTED  
 MJ0845  ___________________________________________________________________
 MJ0845  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 MJ0845  DYNAMIC HT  -         294.821 (meters)     967.26  (feet)  COMP
 MJ0845  MODELED GRAV-     980,210.2   (mgal)                       NAVD 88
 MJ0845
 MJ0845  VERT ORDER  -  SECOND    CLASS 0
 MJ0845
 MJ0845.The horizontal coordinates were scaled from a topographic map and have
 MJ0845.an estimated accuracy of +/- 6 seconds.
 MJ0845
 MJ0845.The orthometric height was determined by differential leveling
 MJ0845.and adjusted by the National Geodetic Survey in June 1991..
 MJ0845
 MJ0845.The geoid height was determined by GEOID03.
 MJ0845
 MJ0845.The dynamic height is computed by dividing the NAVD 88
 MJ0845.geopotential number by the normal gravity value computed on the
 MJ0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0845.degrees latitude (g = 980.6199 gals.).
 MJ0845
 MJ0845.The modeled gravity was interpolated from observed gravity values.
 MJ0845
 MJ0845;                    North         East    Units  Estimated Accuracy
 MJ0845;SPC IA S     -   129,090.      302,290.      MT  (+/- 180 meters Scaled)
 MJ0845
 MJ0845                          SUPERSEDED SURVEY CONTROL
 MJ0845
 MJ0845  NGVD 29 (??/??/92)  294.848  (m)          967.35   (f) ADJ UNCH    2 0
 MJ0845
 MJ0845.Superseded values are not recommended for survey control.
 MJ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0845.See file dsdata.txt to determine how the superseded data were derived.
 MJ0845
 MJ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF603580(NAD 83)
 MJ0845_MARKER: DB = BENCH MARK DISK
 MJ0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0845_STAMPING: P 130 1948
 MJ0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0845+STABILITY: SURFACE MOTION
 MJ0845
 MJ0845  HISTORY     - Date     Condition        Report By
 MJ0845  HISTORY     - 1948     MONUMENTED       CGS
 MJ0845
 MJ0845                          STATION DESCRIPTION
 MJ0845
 MJ0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0845'10.7 MI SW FROM COUNCIL BLUFFS.
 MJ0845'7.7N MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MJ0845'RAILROAD FROM THE STATION AT COUNCIL BLUFFS, THENCE 2.15 MILES
 MJ0845'WEST ALONG A DIRT ROAD, THENCE 0.8 MILE SOUTH ALONG A DIRT
 MJ0845'ROAD, AT A POINT WHERE THE DIRT ROAD MAKES A RIGHT ANGLE TURN
 MJ0845'FROM THE EAST TO THE NORTH, 71.4 FEET NORTHWEST OF THE NORTHWEST
 MJ0845'CORNER OF THE HOME OF FRANK FOSTER, ABOUT 90.0 FEET WEST OF THE
 MJ0845'CENTER LINE OF THE DRIVE TO THE FOSTER HOME, 64.0 FEET SOUTHWEST
 MJ0845'OF THE CENTER LINE OF THE DIRT ROAD MEASURED FROM THE CENTER OF
 MJ0845'THE CURVE, 8.6 FEET SOUTH OF THE EXTENSION TO THE WEST OF THE
 MJ0845'CENTER LINE OF THE ROAD LEADING EAST, 2.9 FEET SOUTH OF A POWER
 MJ0845'POLE WHICH IS WHERE THE POWER LINE MAKES A TURN TO FOLLOW THE
 MJ0845'ROAD, 1.2 FEET NORTH OF A 4X4 REFERENCE POST, SET IN THE TOP OF
 MJ0845'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MJ0845'MARK IS 1.15 MILES NORTHWEST AND NORTH AND 0.2 MILE WEST OF M
 MJ0845'130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0610 ***********************************************************************
 MJ0610  DESIGNATION -  P 131
 MJ0610  PID         -  MJ0610
 MJ0610  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0610  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0610
 MJ0610                         *CURRENT SURVEY CONTROL
 MJ0610  ___________________________________________________________________
 MJ0610* NAD 83(1986)-  41 13 27.     (N)    095 50 24.     (W)     SCALED    
 MJ0610* NAVD 88     -       297.350  (meters)     975.56   (feet)  ADJUSTED  
 MJ0610  ___________________________________________________________________
 MJ0610  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 MJ0610  DYNAMIC HT  -         297.230 (meters)     975.16  (feet)  COMP
 MJ0610  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 MJ0610
 MJ0610  VERT ORDER  -  FIRST     CLASS II
 MJ0610
 MJ0610.This mark is at Council Bluffs Municipal Airport (CBF)
 MJ0610
 MJ0610.The horizontal coordinates were scaled from a topographic map and have
 MJ0610.an estimated accuracy of +/- 6 seconds.
 MJ0610
 MJ0610.The orthometric height was determined by differential leveling
 MJ0610.and adjusted by the National Geodetic Survey in June 1991..
 MJ0610
 MJ0610.The geoid height was determined by GEOID03.
 MJ0610
 MJ0610.The dynamic height is computed by dividing the NAVD 88
 MJ0610.geopotential number by the normal gravity value computed on the
 MJ0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0610.degrees latitude (g = 980.6199 gals.).
 MJ0610
 MJ0610.The modeled gravity was interpolated from observed gravity values.
 MJ0610
 MJ0610;                    North         East    Units  Estimated Accuracy
 MJ0610;SPC IA S     -   138,580.      303,830.      MT  (+/- 180 meters Scaled)
 MJ0610
 MJ0610                          SUPERSEDED SURVEY CONTROL
 MJ0610
 MJ0610  NGVD 29 (??/??/92)  297.243  (m)          975.20   (f) ADJ UNCH    1 2
 MJ0610
 MJ0610.Superseded values are not recommended for survey control.
 MJ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0610.See file dsdata.txt to determine how the superseded data were derived.
 MJ0610
 MJ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF619675(NAD 83)
 MJ0610_MARKER: DB = BENCH MARK DISK
 MJ0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0610_STAMPING: P 131 1948
 MJ0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0610+STABILITY: SURFACE MOTION
 MJ0610
 MJ0610  HISTORY     - Date     Condition        Report By
 MJ0610  HISTORY     - 1948     MONUMENTED       CGS
 MJ0610  HISTORY     - 1964     GOOD             NGS
 MJ0610  HISTORY     - 19890725 MARK NOT FOUND   NGS
 MJ0610
 MJ0610                          STATION DESCRIPTION
 MJ0610
 MJ0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0610'AT COUNCIL BLUFFS AIRPORT.
 MJ0610'AT COUNCIL BLUFFS, 1.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON,
 MJ0610'AND QUINCY RAILROAD FROM THE STATION AT COUNCIL BLUFFS THENCE
 MJ0610'0.5 MILE EAST ALONG A GRAVEL ROAD TO THE COUNCIL BLUFFS AIRPORT,
 MJ0610'NEAR THE NORTHWEST CORNER OF THE AIRPORT PROPERTY, 5.0 FEET
 MJ0610'NORTHEAST OF THE NORTHEAST CORNER OF A STUCCO BUILDING OF
 MJ0610'AERO-MARINE, INC. FLIGHT OFFICE, 1.5 FEET SOUTH OF THE NORTH END
 MJ0610'OF THE SIDEWALK, 0.5 FOOT EAST OF THE EAST EDGE OF THE SIDEWALK
 MJ0610'LEADING TO THE AIRPORT BUILDINGS, SET IN THE TOP OF A CONCRETE
 MJ0610'POST WHICH IS FLUSH WITH THE GROUND AND LEVEL WITH THE SIDEWALK.
 MJ0610
 MJ0610                          STATION RECOVERY (1964)
 MJ0610
 MJ0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MJ0610'RECOVERED IN GOOD CONDITION.
 MJ0610
 MJ0610                          STATION RECOVERY (1989)
 MJ0610
 MJ0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0777 ***********************************************************************
 MJ0777  DESIGNATION -  P 132
 MJ0777  PID         -  MJ0777
 MJ0777  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0777  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0777
 MJ0777                         *CURRENT SURVEY CONTROL
 MJ0777  ___________________________________________________________________
 MJ0777* NAD 83(1986)-  41 14 05.     (N)    095 52 41.     (W)     SCALED    
 MJ0777* NAVD 88     -       297.729  (meters)     976.80   (feet)  ADJUSTED  
 MJ0777  ___________________________________________________________________
 MJ0777  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 MJ0777  DYNAMIC HT  -         297.607 (meters)     976.40  (feet)  COMP
 MJ0777  MODELED GRAV-     980,206.8   (mgal)                       NAVD 88
 MJ0777
 MJ0777  VERT ORDER  -  SECOND    CLASS 0
 MJ0777
 MJ0777.The horizontal coordinates were scaled from a topographic map and have
 MJ0777.an estimated accuracy of +/- 6 seconds.
 MJ0777
 MJ0777.The orthometric height was determined by differential leveling
 MJ0777.and adjusted by the National Geodetic Survey in June 1991..
 MJ0777
 MJ0777.The geoid height was determined by GEOID03.
 MJ0777
 MJ0777.The dynamic height is computed by dividing the NAVD 88
 MJ0777.geopotential number by the normal gravity value computed on the
 MJ0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0777.degrees latitude (g = 980.6199 gals.).
 MJ0777
 MJ0777.The modeled gravity was interpolated from observed gravity values.
 MJ0777
 MJ0777;                    North         East    Units  Estimated Accuracy
 MJ0777;SPC IA S     -   139,840.      300,670.      MT  (+/- 180 meters Scaled)
 MJ0777
 MJ0777                          SUPERSEDED SURVEY CONTROL
 MJ0777
 MJ0777  NGVD 29 (??/??/92)  297.616  (m)          976.43   (f) ADJ UNCH    2 0
 MJ0777
 MJ0777.Superseded values are not recommended for survey control.
 MJ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0777.See file dsdata.txt to determine how the superseded data were derived.
 MJ0777
 MJ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF587688(NAD 83)
 MJ0777_MARKER: DB = BENCH MARK DISK
 MJ0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0777_STAMPING: P 132 1948
 MJ0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0777+STABILITY: SURFACE MOTION
 MJ0777
 MJ0777  HISTORY     - Date     Condition        Report By
 MJ0777  HISTORY     - 1948     MONUMENTED       CGS
 MJ0777
 MJ0777                          STATION DESCRIPTION
 MJ0777
 MJ0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0777'AT COUNCIL BLUFFS.
 MJ0777'AT COUNCIL BLUFFS, 1 BLOCK WEST ALONG 28TH AVENUE FROM 13TH
 MJ0777'STREET, THENCE 0.75 MILE WEST ALONG A ROAD ON TOP OF A LEVEE
 MJ0777'ON THE NORTH SIDE OF OLD INDIAN CREEK DITCH, 267.0 FEET NORTH
 MJ0777'OF THE ROAD ON TOP OF THE NORTH LEVEE OF OLD INDIAN CREEK DITCH,
 MJ0777'24.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN UNPAINTED
 MJ0777'FRAME DWELLING NUMBER 2800 SOUTH 24TH STREET, 22.0 FEET
 MJ0777'WEST OF THE CENTER LINE OF SOUTH 24TH STREET, SET IN THE TOP OF
 MJ0777'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1151 ***********************************************************************
 LF1151  DESIGNATION -  P 133
 LF1151  PID         -  LF1151
 LF1151  STATE/COUNTY-  IA/FREMONT
 LF1151  USGS QUAD   -  MC PAUL (1984)
 LF1151
 LF1151                         *CURRENT SURVEY CONTROL
 LF1151  ___________________________________________________________________
 LF1151* NAD 83(1986)-  40 47 50.     (N)    095 49 41.     (W)     SCALED    
 LF1151* NAVD 88     -       285.235  (meters)     935.81   (feet)  ADJUSTED  
 LF1151  ___________________________________________________________________
 LF1151  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 LF1151  DYNAMIC HT  -         285.093 (meters)     935.34  (feet)  COMP
 LF1151  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 LF1151
 LF1151  VERT ORDER  -  SECOND    CLASS 0
 LF1151
 LF1151.The horizontal coordinates were scaled from a topographic map and have
 LF1151.an estimated accuracy of +/- 6 seconds.
 LF1151
 LF1151.The orthometric height was determined by differential leveling
 LF1151.and adjusted by the National Geodetic Survey in June 1991..
 LF1151
 LF1151.The geoid height was determined by GEOID03.
 LF1151
 LF1151.The dynamic height is computed by dividing the NAVD 88
 LF1151.geopotential number by the normal gravity value computed on the
 LF1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1151.degrees latitude (g = 980.6199 gals.).
 LF1151
 LF1151.The modeled gravity was interpolated from observed gravity values.
 LF1151
 LF1151;                    North         East    Units  Estimated Accuracy
 LF1151;SPC IA S     -    91,160.      303,560.      MT  (+/- 180 meters Scaled)
 LF1151
 LF1151                          SUPERSEDED SURVEY CONTROL
 LF1151
 LF1151  NGVD 29 (??/??/92)  285.142  (m)          935.50   (f) ADJ UNCH    2 0
 LF1151
 LF1151.Superseded values are not recommended for survey control.
 LF1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1151.See file dsdata.txt to determine how the superseded data were derived.
 LF1151
 LF1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF614200(NAD 83)
 LF1151_MARKER: DB = BENCH MARK DISK
 LF1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1151_STAMPING: P 133 1948
 LF1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1151+STABILITY: SURFACE MOTION
 LF1151
 LF1151  HISTORY     - Date     Condition        Report By
 LF1151  HISTORY     - 1948     MONUMENTED       CGS
 LF1151  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF1151
 LF1151                          STATION DESCRIPTION
 LF1151
 LF1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1151'3 MI SW FROM MC PAUL.
 LF1151'0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF1151'AND QUINCY RAILROAD STATION AT MC PAUL, THENCE 0.5 MILE SOUTH
 LF1151'ALONG A TAR ROAD, THENCE 0.75 MILE WEST ALONG A DIRT ROAD ON
 LF1151'TOP OF THE SOUTH LEVEE FOR PLUM CREEK DITCH, THENCE 1.1 MILES
 LF1151'SOUTH ALONG A GRAVEL ROAD, THENCE 0.35 MILE WEST FROM A TWO-STORY
 LF1151'FARM HOUSE ALONG A LITTLE USED FARM ROAD, ON THE WEST EDGE OF
 LF1151'A LOW AREA AND THE EAST EDGE OF A FIELD, ABOUT 200.0 FEET WEST
 LF1151'OF THE EAST EDGE OF THE LOW DRAINAGE AREA WHICH IS COVERED WITH
 LF1151'TREES AND UNDERGROWTH, 174.0 FEET WEST OF A STEEL TOWER FOR
 LF1151'A WIND MILL, 10.0 FEET SOUTH OF A FARM TRAIL, 1.0 FOOT EAST
 LF1151'OF THE MOST NORTHERLY POST IN A NORTH-SOUTH BARBED WIRE FENCE
 LF1151'LINE, 2.0 FEET NORTH OF A 4 X 4 REFERENCE POST, SET IN THE TOP
 LF1151'OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 LF1151
 LF1151                          STATION RECOVERY (1964)
 LF1151
 LF1151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1086 ***********************************************************************
 LF1086  DESIGNATION -  P 134
 LF1086  PID         -  LF1086
 LF1086  STATE/COUNTY-  IA/FREMONT
 LF1086  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1086
 LF1086                         *CURRENT SURVEY CONTROL
 LF1086  ___________________________________________________________________
 LF1086* NAD 83(1986)-  40 40 14.     (N)    095 46 46.     (W)     SCALED    
 LF1086* NAVD 88     -       281.498  (meters)     923.55   (feet)  ADJUSTED  
 LF1086  ___________________________________________________________________
 LF1086  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LF1086  DYNAMIC HT  -         281.350 (meters)     923.06  (feet)  COMP
 LF1086  MODELED GRAV-     980,093.8   (mgal)                       NAVD 88
 LF1086
 LF1086  VERT ORDER  -  FIRST     CLASS II
 LF1086
 LF1086.The horizontal coordinates were scaled from a topographic map and have
 LF1086.an estimated accuracy of +/- 6 seconds.
 LF1086
 LF1086.The orthometric height was determined by differential leveling
 LF1086.and adjusted by the National Geodetic Survey in June 1991..
 LF1086
 LF1086.The geoid height was determined by GEOID03.
 LF1086
 LF1086.The dynamic height is computed by dividing the NAVD 88
 LF1086.geopotential number by the normal gravity value computed on the
 LF1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1086.degrees latitude (g = 980.6199 gals.).
 LF1086
 LF1086.The modeled gravity was interpolated from observed gravity values.
 LF1086
 LF1086;                    North         East    Units  Estimated Accuracy
 LF1086;SPC IA S     -    76,990.      307,290.      MT  (+/- 180 meters Scaled)
 LF1086
 LF1086                          SUPERSEDED SURVEY CONTROL
 LF1086
 LF1086  NGVD 29 (??/??/92)  281.393  (m)          923.20   (f) ADJ UNCH    1 2
 LF1086
 LF1086.Superseded values are not recommended for survey control.
 LF1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1086.See file dsdata.txt to determine how the superseded data were derived.
 LF1086
 LF1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF650059(NAD 83)
 LF1086_MARKER: DB = BENCH MARK DISK
 LF1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1086_STAMPING: P 134 1948
 LF1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1086+STABILITY: SURFACE MOTION
 LF1086
 LF1086  HISTORY     - Date     Condition        Report By
 LF1086  HISTORY     - 1948     MONUMENTED       CGS
 LF1086  HISTORY     - 1984     MARK NOT FOUND   NGS
 LF1086  HISTORY     - 19890724 MARK NOT FOUND   NGS
 LF1086
 LF1086                          STATION DESCRIPTION
 LF1086
 LF1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1086'1.1 MI W FROM PAYNE.
 LF1086'1.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1086'FROM THE STATION AT PAYNE, 0.7 MILE EAST OF THE CROSSING OF A
 LF1086'NORTH-SOUTH PUBLIC DIRT ROAD, AT A POINT WHERE THE DIRT ROAD
 LF1086'WHICH PARALLELS THE RAILROAD MAKES A TURN TO THE SOUTHEAST
 LF1086'AWAY FROM THE RAILROAD, AT THE NORTHWEST END OF THE CURVE IN THE
 LF1086'DIRT ROAD, ABOUT 0.1 MILE NORTHWEST OF A LARGE RED BARN ON THE
 LF1086'NORTHEAST SIDE OF THE ROAD, 38.0 FEET NORTH OF THE CENTER LINE
 LF1086'OF THE ROAD, 15.0 FEET NORTH OF A 14-INCH TREE USED AS A CORNER
 LF1086'FENCE POST, 0.8 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1.4
 LF1086'FEET WEST OF A 4X4 REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF1086'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LF1086
 LF1086                          STATION RECOVERY (1984)
 LF1086
 LF1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF1086'MARK NOT FOUND.
 LF1086
 LF1086                          STATION RECOVERY (1989)
 LF1086
 LF1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0555 ***********************************************************************
 MJ0555  DESIGNATION -  P 135
 MJ0555  PID         -  MJ0555
 MJ0555  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0555  USGS QUAD   -  MC CLELLAND (1994)
 MJ0555
 MJ0555                         *CURRENT SURVEY CONTROL
 MJ0555  ___________________________________________________________________
 MJ0555* NAD 83(1986)-  41 20 37.     (N)    095 43 48.     (W)     SCALED    
 MJ0555* NAVD 88     -       317.502  (meters)    1041.67   (feet)  ADJUSTED  
 MJ0555  ___________________________________________________________________
 MJ0555  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 MJ0555  DYNAMIC HT  -         317.370 (meters)    1041.24  (feet)  COMP
 MJ0555  MODELED GRAV-     980,199.1   (mgal)                       NAVD 88
 MJ0555
 MJ0555  VERT ORDER  -  FIRST     CLASS II
 MJ0555
 MJ0555.The horizontal coordinates were scaled from a topographic map and have
 MJ0555.an estimated accuracy of +/- 6 seconds.
 MJ0555
 MJ0555.The orthometric height was determined by differential leveling
 MJ0555.and adjusted by the National Geodetic Survey in June 1991..
 MJ0555
 MJ0555.The geoid height was determined by GEOID03.
 MJ0555
 MJ0555.The dynamic height is computed by dividing the NAVD 88
 MJ0555.geopotential number by the normal gravity value computed on the
 MJ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0555.degrees latitude (g = 980.6199 gals.).
 MJ0555
 MJ0555.The modeled gravity was interpolated from observed gravity values.
 MJ0555
 MJ0555;                    North         East    Units  Estimated Accuracy
 MJ0555;SPC IA S     -   151,600.      313,390.      MT  (+/- 180 meters Scaled)
 MJ0555
 MJ0555                          SUPERSEDED SURVEY CONTROL
 MJ0555
 MJ0555  NGVD 29 (??/??/92)  317.389  (m)         1041.30   (f) ADJ UNCH    1 2
 MJ0555
 MJ0555.Superseded values are not recommended for survey control.
 MJ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0555.See file dsdata.txt to determine how the superseded data were derived.
 MJ0555
 MJ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF715804(NAD 83)
 MJ0555_MARKER: DB = BENCH MARK DISK
 MJ0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0555_SP_SET: CULVERT
 MJ0555_STAMPING: P 135 1948
 MJ0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0555
 MJ0555  HISTORY     - Date     Condition        Report By
 MJ0555  HISTORY     - 1948     MONUMENTED       CGS
 MJ0555
 MJ0555                          STATION DESCRIPTION
 MJ0555
 MJ0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0555'0.6 MI NE FROM WESTON.
 MJ0555'0.6 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0555'RAILROAD FROM THE STATION AT WESTON, SET IN THE NORTHWEST CONCRETE
 MJ0555'HEADWALL OF A LARGE CONCRETE BOX CULVERT (NO. Z 1560) UNDER THE
 MJ0555'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, DIRECTLY
 MJ0555'SOUTHEAST OF THE CENTER OF THE CONCRETE BRIDGE FOR STATE HIGHWAY
 MJ0555'64 OVER A STREAM, 41.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 MJ0555'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD MEASURED FROM A POINT
 MJ0555'14.0 FEET SOUTHWEST OF THE NORTHEAST END OF BRIDGE NO. 487.7,
 MJ0555'14.7 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE CHICAGO, MILWAUKEE,
 MJ0555'ST. PAUL AND PACIFIC RAILROAD, 7.3 FEET NORTHWEST OF THE SOUTHWEST
 MJ0555'END OF THE OLD HEADWALL FOR THE CULVERT WHICH HAS 1909 STENCILLED
 MJ0555'ON THE NORTHWEST FACE, 3.0 FEET BELOW THE SURFACE OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0261 ***********************************************************************
 MK0261  DESIGNATION -  P 136
 MK0261  PID         -  MK0261
 MK0261  STATE/COUNTY-  IA/HARRISON
 MK0261  USGS QUAD   -  MONDAMIN (1970)
 MK0261
 MK0261                         *CURRENT SURVEY CONTROL
 MK0261  ___________________________________________________________________
 MK0261* NAD 83(1986)-  41 43 06.     (N)    096 03 16.     (W)     SCALED    
 MK0261* NAVD 88     -       312.134  (meters)    1024.06   (feet)  ADJUSTED  
 MK0261  ___________________________________________________________________
 MK0261  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 MK0261  DYNAMIC HT  -         312.004 (meters)    1023.63  (feet)  COMP
 MK0261  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 MK0261
 MK0261  VERT ORDER  -  SECOND    CLASS 0
 MK0261
 MK0261.The horizontal coordinates were scaled from a topographic map and have
 MK0261.an estimated accuracy of +/- 6 seconds.
 MK0261
 MK0261.The orthometric height was determined by differential leveling
 MK0261.and adjusted by the National Geodetic Survey in June 1991..
 MK0261
 MK0261.The geoid height was determined by GEOID03.
 MK0261
 MK0261.The dynamic height is computed by dividing the NAVD 88
 MK0261.geopotential number by the normal gravity value computed on the
 MK0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0261.degrees latitude (g = 980.6199 gals.).
 MK0261
 MK0261.The modeled gravity was interpolated from observed gravity values.
 MK0261
 MK0261;                    North         East    Units  Estimated Accuracy
 MK0261;SPC IA S     -   193,950.      287,460.      MT  (+/- 180 meters Scaled)
 MK0261
 MK0261                          SUPERSEDED SURVEY CONTROL
 MK0261
 MK0261  NGVD 29 (??/??/92)  311.990  (m)         1023.59   (f) ADJ UNCH    2 0
 MK0261
 MK0261.Superseded values are not recommended for survey control.
 MK0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0261.See file dsdata.txt to determine how the superseded data were derived.
 MK0261
 MK0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM450226(NAD 83)
 MK0261_MARKER: DB = BENCH MARK DISK
 MK0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0261_STAMPING: P 136 1948
 MK0261
 MK0261  HISTORY     - Date     Condition        Report By
 MK0261  HISTORY     - UNK      MONUMENTED
 MK0261  HISTORY     - 1974     GOOD             LOCSUR
 MK0261
 MK0261                          STATION DESCRIPTION
 MK0261
 MK0261'DESCRIBED UNK
 MK0261'2.1 MI NW FROM MONDAMIN.
 MK0261'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0261'THE STATION AT MONDAMIN, THENCE 1.6 MILES WEST ALONG A DIRT ROAD,
 MK0261'286.0 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH,
 MK0261'AT THE SOUTHEAST CORNER OF A FARMHOUSE YARD, 29.2 FEET SOUTHEAST
 MK0261'OF THE SOUTHEAST CORNER OF THE FARMHOUSE, 10.3 FEET WEST OF THE WEST
 MK0261'GATE POST, 26.0 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD,
 MK0261'6.6 FEET WEST-SOUTHWEST OF A POWER LINE POLE, 1.3 FEET SOUTH OF A
 MK0261'FENCE, 1.0 FOOT EAST OF A REFERENCE POST, A DISK SET IN TOP OF A
 MK0261'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MK0261
 MK0261                          STATION RECOVERY (1974)
 MK0261
 MK0261'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0225 ***********************************************************************
 MK0225  DESIGNATION -  P 137
 MK0225  PID         -  MK0225
 MK0225  STATE/COUNTY-  IA/HARRISON
 MK0225  USGS QUAD   -  MODALE (1970)
 MK0225
 MK0225                         *CURRENT SURVEY CONTROL
 MK0225  ___________________________________________________________________
 MK0225* NAD 83(1986)-  41 36 13.     (N)    096 02 10.     (W)     SCALED    
 MK0225* NAVD 88     -       307.218  (meters)    1007.93   (feet)  ADJUSTED  
 MK0225  ___________________________________________________________________
 MK0225  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 MK0225  DYNAMIC HT  -         307.081 (meters)    1007.48  (feet)  COMP
 MK0225  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 MK0225
 MK0225  VERT ORDER  -  SECOND    CLASS 0
 MK0225
 MK0225.The horizontal coordinates were scaled from a topographic map and have
 MK0225.an estimated accuracy of +/- 6 seconds.
 MK0225
 MK0225.The orthometric height was determined by differential leveling
 MK0225.and adjusted by the National Geodetic Survey in June 1991..
 MK0225
 MK0225.The geoid height was determined by GEOID03.
 MK0225
 MK0225.The dynamic height is computed by dividing the NAVD 88
 MK0225.geopotential number by the normal gravity value computed on the
 MK0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0225.degrees latitude (g = 980.6199 gals.).
 MK0225
 MK0225.The modeled gravity was interpolated from observed gravity values.
 MK0225
 MK0225;                    North         East    Units  Estimated Accuracy
 MK0225;SPC IA S     -   181,160.      288,620.      MT  (+/- 180 meters Scaled)
 MK0225
 MK0225                          SUPERSEDED SURVEY CONTROL
 MK0225
 MK0225  NGVD 29 (??/??/92)  307.071  (m)         1007.45   (f) ADJ UNCH    2 0
 MK0225
 MK0225.Superseded values are not recommended for survey control.
 MK0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0225.See file dsdata.txt to determine how the superseded data were derived.
 MK0225
 MK0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM469100(NAD 83)
 MK0225_MARKER: DB = BENCH MARK DISK
 MK0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0225_STAMPING: P 137 1948
 MK0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0225+STABILITY: SURFACE MOTION
 MK0225
 MK0225  HISTORY     - Date     Condition        Report By
 MK0225  HISTORY     - 1948     MONUMENTED       CGS
 MK0225
 MK0225                          STATION DESCRIPTION
 MK0225
 MK0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0225'2.2 MI SW FROM MODALE.
 MK0225'1.0 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE MODALE
 MK0225'CONSOLIDATED SCHOOL AT MODALE, THENCE 1.2 MILES WEST ALONG A
 MK0225'DIRT ROAD, AT THE SOUTHWEST CORNER OF A BARN YARD, ABOUT 110.0
 MK0225'FEET SOUTHWEST OF A RED BRICK SILO, 38.0 FEET EAST OF THE CENTER
 MK0225'LINE OF A FIELD ROAD, 25.0 FEET NORTH OF THE CENTER LINE OF THE
 MK0225'EAST-WEST ROAD, 10.6 FEET EAST OF A 36-INCH COTTONWOOD TREE,
 MK0225'1.4 FEET SOUTH OF A FENCE, 1.6 FEET WEST OF A REFERENCE POST,
 MK0225'SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 MK0225'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0732 ***********************************************************************
 MJ0732  DESIGNATION -  P 138
 MJ0732  PID         -  MJ0732
 MJ0732  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0732  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0732
 MJ0732                         *CURRENT SURVEY CONTROL
 MJ0732  ___________________________________________________________________
 MJ0732* NAD 83(1986)-  41 22 15.     (N)    095 53 09.     (W)     SCALED    
 MJ0732* NAVD 88     -       300.433  (meters)     985.67   (feet)  ADJUSTED  
 MJ0732  ___________________________________________________________________
 MJ0732  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 MJ0732  DYNAMIC HT  -         300.302 (meters)     985.24  (feet)  COMP
 MJ0732  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 MJ0732
 MJ0732  VERT ORDER  -  SECOND    CLASS 0
 MJ0732
 MJ0732.The horizontal coordinates were scaled from a topographic map and have
 MJ0732.an estimated accuracy of +/- 6 seconds.
 MJ0732
 MJ0732.The orthometric height was determined by differential leveling
 MJ0732.and adjusted by the National Geodetic Survey in June 1991..
 MJ0732
 MJ0732.The geoid height was determined by GEOID03.
 MJ0732
 MJ0732.The dynamic height is computed by dividing the NAVD 88
 MJ0732.geopotential number by the normal gravity value computed on the
 MJ0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0732.degrees latitude (g = 980.6199 gals.).
 MJ0732
 MJ0732.The modeled gravity was interpolated from observed gravity values.
 MJ0732
 MJ0732;                    North         East    Units  Estimated Accuracy
 MJ0732;SPC IA S     -   154,970.      300,430.      MT  (+/- 180 meters Scaled)
 MJ0732
 MJ0732                          SUPERSEDED SURVEY CONTROL
 MJ0732
 MJ0732  NGVD 29 (??/??/92)  300.306  (m)          985.25   (f) ADJ UNCH    2 0
 MJ0732
 MJ0732.Superseded values are not recommended for survey control.
 MJ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0732.See file dsdata.txt to determine how the superseded data were derived.
 MJ0732
 MJ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF586839(NAD 83)
 MJ0732_MARKER: DB = BENCH MARK DISK
 MJ0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0732_STAMPING: P 138 1948
 MJ0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0732+STABILITY: SURFACE MOTION
 MJ0732
 MJ0732  HISTORY     - Date     Condition        Report By
 MJ0732  HISTORY     - 1948     MONUMENTED       CGS
 MJ0732
 MJ0732                          STATION DESCRIPTION
 MJ0732
 MJ0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0732'1.7 MI NW FROM CRESCENT.
 MJ0732'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0732'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 0.4
 MJ0732'MILE NORTHWEST ALONG A DIRT ROAD, ABOUT 0.2 MILE SOUTHEAST OF A
 MJ0732'WHITE FARMHOUSE, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING
 MJ0732'WEST AND SOUTHEAST, 35.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 MJ0732'ROAD, 3.0 FEET NORTHWEST OF THE NORTHWEST GATE POST AT THE
 MJ0732'SOUTHWEST CORNER OF A CULTIVATED FIELD, 2.0 FEET SOUTHWEST OF A
 MJ0732'FENCE, 1.2 FEET SOUTHEAST OF A REFERENCE POST, SET IN TOP OF A
 MJ0732'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1018 ***********************************************************************
 MJ1018  DESIGNATION -  P 139
 MJ1018  PID         -  MJ1018
 MJ1018  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1018  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1018
 MJ1018                         *CURRENT SURVEY CONTROL
 MJ1018  ___________________________________________________________________
 MJ1018* NAD 83(1986)-  41 20 37.     (N)    095 53 02.     (W)     SCALED    
 MJ1018* NAVD 88     -       303.912  (meters)     997.08   (feet)  ADJUSTED  
 MJ1018  ___________________________________________________________________
 MJ1018  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 MJ1018  DYNAMIC HT  -         303.782 (meters)     996.66  (feet)  COMP
 MJ1018  MODELED GRAV-     980,188.1   (mgal)                       NAVD 88
 MJ1018
 MJ1018  VERT ORDER  -  FIRST     CLASS II
 MJ1018
 MJ1018.The horizontal coordinates were scaled from a topographic map and have
 MJ1018.an estimated accuracy of +/- 6 seconds.
 MJ1018
 MJ1018.The orthometric height was determined by differential leveling
 MJ1018.and adjusted by the National Geodetic Survey in June 1991..
 MJ1018
 MJ1018.The geoid height was determined by GEOID03.
 MJ1018
 MJ1018.The dynamic height is computed by dividing the NAVD 88
 MJ1018.geopotential number by the normal gravity value computed on the
 MJ1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1018.degrees latitude (g = 980.6199 gals.).
 MJ1018
 MJ1018.The modeled gravity was interpolated from observed gravity values.
 MJ1018
 MJ1018;                    North         East    Units  Estimated Accuracy
 MJ1018;SPC IA S     -   151,940.      300,510.      MT  (+/- 180 meters Scaled)
 MJ1018
 MJ1018                          SUPERSEDED SURVEY CONTROL
 MJ1018
 MJ1018.No superseded survey control is available for this station.
 MJ1018
 MJ1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF587809(NAD 83)
 MJ1018_MARKER: DB = BENCH MARK DISK
 MJ1018_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ1018_SP_SET: ABUTMENT
 MJ1018_STAMPING: P 139 1948
 MJ1018_MARK LOGO: CGS   
 MJ1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1018+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1989
 MJ1018
 MJ1018  HISTORY     - Date     Condition        Report By
 MJ1018  HISTORY     - 1948     MONUMENTED       CGS
 MJ1018  HISTORY     - 19890802 GOOD             NGS
 MJ1018
 MJ1018                          STATION DESCRIPTION
 MJ1018
 MJ1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1018'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.9 KM
 MJ1018'(0.55 MI) WESTERLY ALONG STATE HIGHWAY 988 FROM ITS JUNCTION WITH
 MJ1018'STATE HIGHWAY 183 IN CRESCENT, THENCE 2.5 KM (1.55 MI) SOUTHERLY ALONG
 MJ1018'COUNTY ROAD L 19, IN THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A
 MJ1018'CHICAGO AND NORTHWESTERN RAILROAD BRIDGE, 32.5 M (106.6 FT) SOUTH OF
 MJ1018'THE CENTER OF A ROAD LEADING TO A GRAVEL PIT, 31.5 M (103.3 FT) EAST
 MJ1018'OF THE CENTER OF THE ROAD, 2.7 M (8.9 FT) WEST OF THE NEAR RAIL, AND
 MJ1018'1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0030 ***********************************************************************
 NM0030  DESIGNATION -  P 14
 NM0030  PID         -  NM0030
 NM0030  STATE/COUNTY-  IA/WOODBURY
 NM0030  USGS QUAD   -  UNION CENTER SE (1985)
 NM0030
 NM0030                         *CURRENT SURVEY CONTROL
 NM0030  ___________________________________________________________________
 NM0030* NAD 83(1986)-  42 30 55.     (N)    096 03 05.     (W)     SCALED    
 NM0030* NAVD 88     -       362.639  (meters)    1189.76   (feet)  ADJUSTED  
 NM0030  ___________________________________________________________________
 NM0030  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 NM0030  DYNAMIC HT  -         362.520 (meters)    1189.37  (feet)  COMP
 NM0030  MODELED GRAV-     980,282.8   (mgal)                       NAVD 88
 NM0030
 NM0030  VERT ORDER  -  FIRST     CLASS II
 NM0030
 NM0030.The horizontal coordinates were scaled from a topographic map and have
 NM0030.an estimated accuracy of +/- 6 seconds.
 NM0030
 NM0030.The orthometric height was determined by differential leveling
 NM0030.and adjusted by the National Geodetic Survey in June 1991..
 NM0030
 NM0030.The geoid height was determined by GEOID03.
 NM0030
 NM0030.The dynamic height is computed by dividing the NAVD 88
 NM0030.geopotential number by the normal gravity value computed on the
 NM0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0030.degrees latitude (g = 980.6199 gals.).
 NM0030
 NM0030.The modeled gravity was interpolated from observed gravity values.
 NM0030
 NM0030;                    North         East    Units  Estimated Accuracy
 NM0030;SPC IA N     - 1,115,940.    1,290,370.      MT  (+/- 180 meters Scaled)
 NM0030
 NM0030                          SUPERSEDED SURVEY CONTROL
 NM0030
 NM0030  NGVD 29 (??/??/92)  362.49   (m)         1189.3    (f) COMPUTED    1 2
 NM0030
 NM0030.Superseded values are not recommended for survey control.
 NM0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0030.See file dsdata.txt to determine how the superseded data were derived.
 NM0030
 NM0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN422112(NAD 83)
 NM0030_MARKER: DB = BENCH MARK DISK
 NM0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0030_STAMPING: 1189.250 P 14 1933
 NM0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0030+STABILITY: SURFACE MOTION
 NM0030
 NM0030  HISTORY     - Date     Condition        Report By
 NM0030  HISTORY     - 1933     MONUMENTED       CGS
 NM0030  HISTORY     - 1936     GOOD             NGS
 NM0030  HISTORY     - 19850319 MARK NOT FOUND   USPSQD
 NM0030
 NM0030                          STATION DESCRIPTION
 NM0030
 NM0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NM0030'2 MI NE FROM MOVILLE.
 NM0030'2 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0030'FROM MOVILLE, 130 FEET NORTHEAST OF MILEPOST 78, 40.5 FEET
 NM0030'NORTHWEST OF THE CENTERLINE OF THE TRACK, 25 FEET NORTHEAST OF
 NM0030'THE CENTER OF A FARM ROAD CROSSING, AND 22.5 FEET SOUTHWEST
 NM0030'OF A POLE.  A STANDARD DISK, STAMPED 1189.250 P 14 1933 AND SET
 NM0030'IN THE TOP OF A CONCRETE POST.
 NM0030
 NM0030                          STATION RECOVERY (1985)
 NM0030
 NM0030'RECOVERY NOTE BY US POWER SQUADRON 1985 (JWS)
 NM0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0557 ***********************************************************************
 NM0557  DESIGNATION -  P 140
 NM0557  PID         -  NM0557
 NM0557  STATE/COUNTY-  IA/MONONA
 NM0557  USGS QUAD   -  ONAWA SW (1969)
 NM0557
 NM0557                         *CURRENT SURVEY CONTROL
 NM0557  ___________________________________________________________________
 NM0557* NAD 83(1986)-  42 00 43.     (N)    096 13 25.     (W)     SCALED    
 NM0557* NAVD 88     -       320.668  (meters)    1052.06   (feet)  ADJUSTED  
 NM0557  ___________________________________________________________________
 NM0557  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 NM0557  DYNAMIC HT  -         320.553 (meters)    1051.68  (feet)  COMP
 NM0557  MODELED GRAV-     980,255.5   (mgal)                       NAVD 88
 NM0557
 NM0557  VERT ORDER  -  SECOND    CLASS 0
 NM0557
 NM0557.The horizontal coordinates were scaled from a topographic map and have
 NM0557.an estimated accuracy of +/- 6 seconds.
 NM0557
 NM0557.The orthometric height was determined by differential leveling
 NM0557.and adjusted by the National Geodetic Survey in June 1991..
 NM0557
 NM0557.The geoid height was determined by GEOID03.
 NM0557
 NM0557.The dynamic height is computed by dividing the NAVD 88
 NM0557.geopotential number by the normal gravity value computed on the
 NM0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0557.degrees latitude (g = 980.6199 gals.).
 NM0557
 NM0557.The modeled gravity was interpolated from observed gravity values.
 NM0557
 NM0557;                    North         East    Units  Estimated Accuracy
 NM0557;SPC IA N     - 1,060,500.    1,274,430.      MT  (+/- 180 meters Scaled)
 NM0557
 NM0557                          SUPERSEDED SURVEY CONTROL
 NM0557
 NM0557  NGVD 29 (??/??/92)  320.524  (m)         1051.59   (f) ADJ UNCH    2 0
 NM0557
 NM0557.Superseded values are not recommended for survey control.
 NM0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0557.See file dsdata.txt to determine how the superseded data were derived.
 NM0557
 NM0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM299548(NAD 83)
 NM0557_MARKER: DB = BENCH MARK DISK
 NM0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0557_STAMPING: P 140 1948
 NM0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0557+STABILITY: SURFACE MOTION
 NM0557
 NM0557  HISTORY     - Date     Condition        Report By
 NM0557  HISTORY     - 1948     MONUMENTED       CGS
 NM0557
 NM0557                          STATION DESCRIPTION
 NM0557
 NM0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0557'7.8 MI SW FROM ONAWA.
 NM0557'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE AT
 NM0557'ONAWA, THENCE 2.8 MILES WEST ALONG COUNTY ROAD H, THENCE 1.1 MILES
 NM0557'SOUTH ALONG COUNTY ROAD H, THENCE 0.4 MILE WEST ALONG COUNTY
 NM0557'ROAD H, AT A T-ROAD, 61.0 FEET SOUTH OF THE CENTER LINE OF THE
 NM0557'COUNTY ROAD, 36.0 FEET WEST OF THE CENTER LINE OF THE OLD FERRY
 NM0557'LANDING ROAD LEADING SOUTH, 4.7 FEET SOUTH OF A SOUTH GATE POST,
 NM0557'1.7 FEET WEST OF A FENCE, 1.3 FEET NORTH OF A REFERENCE POST, SET
 NM0557'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0307 ***********************************************************************
 NM0307  DESIGNATION -  P 141
 NM0307  PID         -  NM0307
 NM0307  STATE/COUNTY-  IA/MONONA
 NM0307  USGS QUAD   -  ONAWA SW (1969)
 NM0307
 NM0307                         *CURRENT SURVEY CONTROL
 NM0307  ___________________________________________________________________
 NM0307* NAD 83(1986)-  42 05 55.     (N)    096 10 30.     (W)     SCALED    
 NM0307* NAVD 88     -       320.609  (meters)    1051.86   (feet)  ADJUSTED  
 NM0307  ___________________________________________________________________
 NM0307  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 NM0307  DYNAMIC HT  -         320.497 (meters)    1051.50  (feet)  COMP
 NM0307  MODELED GRAV-     980,262.8   (mgal)                       NAVD 88
 NM0307
 NM0307  VERT ORDER  -  SECOND    CLASS 0
 NM0307
 NM0307.The horizontal coordinates were scaled from a topographic map and have
 NM0307.an estimated accuracy of +/- 6 seconds.
 NM0307
 NM0307.The orthometric height was determined by differential leveling
 NM0307.and adjusted by the National Geodetic Survey in June 1991..
 NM0307
 NM0307.The geoid height was determined by GEOID03.
 NM0307
 NM0307.The dynamic height is computed by dividing the NAVD 88
 NM0307.geopotential number by the normal gravity value computed on the
 NM0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0307.degrees latitude (g = 980.6199 gals.).
 NM0307
 NM0307.The modeled gravity was interpolated from observed gravity values.
 NM0307
 NM0307;                    North         East    Units  Estimated Accuracy
 NM0307;SPC IA N     - 1,069,990.    1,278,760.      MT  (+/- 180 meters Scaled)
 NM0307
 NM0307                          SUPERSEDED SURVEY CONTROL
 NM0307
 NM0307  NGVD 29 (??/??/92)  320.471  (m)         1051.41   (f) ADJ UNCH    2 0
 NM0307
 NM0307.Superseded values are not recommended for survey control.
 NM0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0307.See file dsdata.txt to determine how the superseded data were derived.
 NM0307
 NM0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM336645(NAD 83)
 NM0307_MARKER: DB = BENCH MARK DISK
 NM0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0307_STAMPING: P 141 1948
 NM0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0307+STABILITY: SURFACE MOTION
 NM0307
 NM0307  HISTORY     - Date     Condition        Report By
 NM0307  HISTORY     - 1948     MONUMENTED       CGS
 NM0307
 NM0307                          STATION DESCRIPTION
 NM0307
 NM0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0307'4.7 MI S FROM WHITING.
 NM0307'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0307'FROM THE STATION AT WHITING, THENCE 2.3 MILES WEST ALONG A DIRT
 NM0307'ROAD, IN THE NORTHWEST QUARTER OF A CROSS ROADS, 57.0 FEET WEST
 NM0307'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 27.0 FEET NORTH OF
 NM0307'THE CENTER LINE OF THE EAST-WEST ROAD, 22.3 FEET WEST OF A CORNER
 NM0307'FENCE POST, 1.6 FEET SOUTH OF A FENCE, 1.6 FEET WEST OF A
 NM0307'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 NM0307'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0241 ***********************************************************************
 NM0241  DESIGNATION -  P 142
 NM0241  PID         -  NM0241
 NM0241  STATE/COUNTY-  IA/WOODBURY
 NM0241  USGS QUAD   -  SALIX (1976)
 NM0241
 NM0241                         *CURRENT SURVEY CONTROL
 NM0241  ___________________________________________________________________
 NM0241* NAD 83(1986)-  42 19 48.     (N)    096 18 42.     (W)     SCALED    
 NM0241* NAVD 88     -       330.752  (meters)    1085.14   (feet)  ADJUSTED  
 NM0241  ___________________________________________________________________
 NM0241  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 NM0241  DYNAMIC HT  -         330.646 (meters)    1084.79  (feet)  COMP
 NM0241  MODELED GRAV-     980,291.4   (mgal)                       NAVD 88
 NM0241
 NM0241  VERT ORDER  -  SECOND    CLASS 0
 NM0241
 NM0241.The horizontal coordinates were scaled from a topographic map and have
 NM0241.an estimated accuracy of +/- 6 seconds.
 NM0241
 NM0241.The orthometric height was determined by differential leveling
 NM0241.and adjusted by the National Geodetic Survey in June 1991..
 NM0241
 NM0241.The geoid height was determined by GEOID03.
 NM0241
 NM0241.The dynamic height is computed by dividing the NAVD 88
 NM0241.geopotential number by the normal gravity value computed on the
 NM0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0241.degrees latitude (g = 980.6199 gals.).
 NM0241
 NM0241.The modeled gravity was interpolated from observed gravity values.
 NM0241
 NM0241;                    North         East    Units  Estimated Accuracy
 NM0241;SPC IA N     - 1,096,050.    1,268,310.      MT  (+/- 180 meters Scaled)
 NM0241
 NM0241                          SUPERSEDED SURVEY CONTROL
 NM0241
 NM0241  NGVD 29 (??/??/92)  330.597  (m)         1084.63   (f) ADJ UNCH    2 0
 NM0241
 NM0241.Superseded values are not recommended for survey control.
 NM0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0241.See file dsdata.txt to determine how the superseded data were derived.
 NM0241
 NM0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM214899(NAD 83)
 NM0241_MARKER: DB = BENCH MARK DISK
 NM0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0241_STAMPING: P 142 1948
 NM0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0241+STABILITY: SURFACE MOTION
 NM0241
 NM0241  HISTORY     - Date     Condition        Report By
 NM0241  HISTORY     - 1948     MONUMENTED       CGS
 NM0241
 NM0241                          STATION DESCRIPTION
 NM0241
 NM0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0241'8.4 MI S FROM SERGEANT BLUFF.
 NM0241'2.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0241'FROM THE STATION AT SERGEANT BLUFF, THENCE 1.1 MILES WEST ALONG A
 NM0241'GRAVEL ROAD, THENCE 2.4 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 2.0
 NM0241'MILES EAST ALONG A GRAVEL ROAD, ABOUT 300.0 FEET WEST OF A T ROAD
 NM0241'LEADING SOUTH, AT A FARMHOUSE, 32.0 FEET NORTH OF THE CENTER LINE
 NM0241'OF THE ROAD, 2.3 FEET SOUTHEAST OF A 3-WAY CORNER FENCE POST, 2.0
 NM0241'FEET SOUTH OF A POWER LINE POLE, 1.5 FEET SOUTH OF A FENCE, 1.5
 NM0241'FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NM0241'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0272 ***********************************************************************
 NM0272  DESIGNATION -  P 143
 NM0272  PID         -  NM0272
 NM0272  STATE/COUNTY-  IA/WOODBURY
 NM0272  USGS QUAD   -  ALBATON (1969)
 NM0272
 NM0272                         *CURRENT SURVEY CONTROL
 NM0272  ___________________________________________________________________
 NM0272* NAD 83(1986)-  42 12 54.     (N)    096 19 39.     (W)     SCALED    
 NM0272* NAVD 88     -       325.113  (meters)    1066.64   (feet)  ADJUSTED  
 NM0272  ___________________________________________________________________
 NM0272  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 NM0272  DYNAMIC HT  -         325.004 (meters)    1066.28  (feet)  COMP
 NM0272  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 NM0272
 NM0272  VERT ORDER  -  SECOND    CLASS 0
 NM0272
 NM0272.The horizontal coordinates were scaled from a topographic map and have
 NM0272.an estimated accuracy of +/- 6 seconds.
 NM0272
 NM0272.The orthometric height was determined by differential leveling
 NM0272.and adjusted by the National Geodetic Survey in June 1991..
 NM0272
 NM0272.The geoid height was determined by GEOID03.
 NM0272
 NM0272.The dynamic height is computed by dividing the NAVD 88
 NM0272.geopotential number by the normal gravity value computed on the
 NM0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0272.degrees latitude (g = 980.6199 gals.).
 NM0272
 NM0272.The modeled gravity was interpolated from observed gravity values.
 NM0272
 NM0272;                    North         East    Units  Estimated Accuracy
 NM0272;SPC IA N     - 1,083,320.    1,266,580.      MT  (+/- 180 meters Scaled)
 NM0272
 NM0272                          SUPERSEDED SURVEY CONTROL
 NM0272
 NM0272  NGVD 29 (??/??/92)  324.964  (m)         1066.15   (f) ADJ UNCH    2 0
 NM0272
 NM0272.Superseded values are not recommended for survey control.
 NM0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0272.See file dsdata.txt to determine how the superseded data were derived.
 NM0272
 NM0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM205771(NAD 83)
 NM0272_MARKER: DB = BENCH MARK DISK
 NM0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0272_STAMPING: P 143 1948
 NM0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0272+STABILITY: SURFACE MOTION
 NM0272
 NM0272  HISTORY     - Date     Condition        Report By
 NM0272  HISTORY     - 1948     MONUMENTED       CGS
 NM0272
 NM0272                          STATION DESCRIPTION
 NM0272
 NM0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0272'4.1 MI NW FROM ALBATON.
 NM0272'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH AT
 NM0272'ALBATON, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.0 MILE
 NM0272'NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A DIRT ROAD,
 NM0272'THENCE 1.0 MILE NORTH ALONG A FIELD ROAD, IN THE NORTHWEST
 NM0272'QUARTER OF A ROAD CROSSING, 37.0 FEET NORTH OF THE CENTER LINE
 NM0272'OF THE EAST-WEST ROAD, 23.0 FEET WEST OF THE CENTER LINE OF THE
 NM0272'NORTH-SOUTH ROAD, 8.5 FEET NORTH OF A CORNER FENCE POST, 1.2 FEET
 NM0272'EAST OF A FENCE, 1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP
 NM0272'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0187 ***********************************************************************
 MK0187  DESIGNATION -  P 144
 MK0187  PID         -  MK0187
 MK0187  STATE/COUNTY-  IA/MONONA
 MK0187  USGS QUAD   -  TEKAMAH NW (1970)
 MK0187
 MK0187                         *CURRENT SURVEY CONTROL
 MK0187  ___________________________________________________________________
 MK0187* NAD 83(1986)-  41 54 26.     (N)    096 08 17.     (W)     SCALED    
 MK0187* NAVD 88     -       315.209  (meters)    1034.15   (feet)  ADJUSTED  
 MK0187  ___________________________________________________________________
 MK0187  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 MK0187  DYNAMIC HT  -         315.091 (meters)    1033.76  (feet)  COMP
 MK0187  MODELED GRAV-     980,240.2   (mgal)                       NAVD 88
 MK0187
 MK0187  VERT ORDER  -  SECOND    CLASS 0
 MK0187
 MK0187.The horizontal coordinates were scaled from a topographic map and have
 MK0187.an estimated accuracy of +/- 6 seconds.
 MK0187
 MK0187.The orthometric height was determined by differential leveling
 MK0187.and adjusted by the National Geodetic Survey in June 1991..
 MK0187
 MK0187.The geoid height was determined by GEOID03.
 MK0187
 MK0187.The dynamic height is computed by dividing the NAVD 88
 MK0187.geopotential number by the normal gravity value computed on the
 MK0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0187.degrees latitude (g = 980.6199 gals.).
 MK0187
 MK0187.The modeled gravity was interpolated from observed gravity values.
 MK0187
 MK0187;                    North         East    Units  Estimated Accuracy
 MK0187;SPC IA N     - 1,048,650.    1,281,150.      MT  (+/- 180 meters Scaled)
 MK0187
 MK0187                          SUPERSEDED SURVEY CONTROL
 MK0187
 MK0187  NGVD 29 (??/??/92)  315.07   (m)         1033.7    (f) COMPUTED    2 0
 MK0187
 MK0187.Superseded values are not recommended for survey control.
 MK0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0187.See file dsdata.txt to determine how the superseded data were derived.
 MK0187
 MK0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM373434(NAD 83)
 MK0187_MARKER: DB = BENCH MARK DISK
 MK0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0187_STAMPING: P 144 1948
 MK0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0187+STABILITY: SURFACE MOTION
 MK0187
 MK0187  HISTORY     - Date     Condition        Report By
 MK0187  HISTORY     - 1948     MONUMENTED       CGS
 MK0187  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0187
 MK0187                          STATION DESCRIPTION
 MK0187
 MK0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0187'4.2 MI SW FROM BLENCOE.
 MK0187'0.5 MILE SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF
 MK0187'NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.0 MILE
 MK0187'WEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT
 MK0187'ROAD, THENCE 1.5 MILES WEST ALONG A DIRT ROAD, THENCE 0.7
 MK0187'MILE SOUTH ALONG A DIRT ROAD, 26.0 FEET EAST OF THE CENTER
 MK0187'LINE OF THE ROAD, 20.3 FEET SOUTH OF A TRANSFORMER POLE, 3.4
 MK0187'FEET SOUTH OF A FENCE CORNER POST, 1.0 FOOT WEST OF A FENCE,
 MK0187'1.4 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MK0187'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MK0187
 MK0187                          STATION RECOVERY (1974)
 MK0187
 MK0187'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0188 ***********************************************************************
 MK0188  DESIGNATION -  P 144 RESET
 MK0188  PID         -  MK0188
 MK0188  STATE/COUNTY-  IA/MONONA
 MK0188  USGS QUAD   -  TEKAMAH NW (1970)
 MK0188
 MK0188                         *CURRENT SURVEY CONTROL
 MK0188  ___________________________________________________________________
 MK0188* NAD 83(1986)-  41 54 26.     (N)    096 08 16.     (W)     SCALED    
 MK0188* NAVD 88     -       315.50   (meters)    1035.1    (feet)  RESET     
 MK0188  ___________________________________________________________________
 MK0188  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 MK0188
 MK0188  VERT ORDER  -  THIRD
 MK0188
 MK0188.The horizontal coordinates were scaled from a topographic map and have
 MK0188.an estimated accuracy of +/- 6 seconds.
 MK0188
 MK0188.The orthometric height was computed from unverified reset data.
 MK0188
 MK0188.The geoid height was determined by GEOID03.
 MK0188
 MK0188;                    North         East    Units  Estimated Accuracy
 MK0188;SPC IA N     - 1,048,650.    1,281,170.      MT  (+/- 180 meters Scaled)
 MK0188
 MK0188                          SUPERSEDED SURVEY CONTROL
 MK0188
 MK0188  NGVD 29 (??/??/??)  315.36   (m)         1034.6    (f) RESET       3  
 MK0188
 MK0188.Superseded values are not recommended for survey control.
 MK0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0188.See file dsdata.txt to determine how the superseded data were derived.
 MK0188
 MK0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM373434(NAD 83)
 MK0188_MARKER: DD = SURVEY DISK
 MK0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0188_STAMPING: P 144 1948 RESET 1949
 MK0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0188+STABILITY: SURFACE MOTION
 MK0188
 MK0188  HISTORY     - Date     Condition        Report By
 MK0188  HISTORY     - 1949     MONUMENTED       DOD
 MK0188  HISTORY     - 1953     GOOD             NGS
 MK0188
 MK0188                          STATION DESCRIPTION
 MK0188
 MK0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MK0188'4.1 MI SW FROM BLENCOE.
 MK0188'0.5 MILE SOUTH ALONG U.S. HIGWAY 75 FROM THE JUNCTION OF STATE
 MK0188'HIGHWAY 366 AT BLENCOE, MONONA COUNTY, THENCE 1.0 MILE WEST ALONG
 MK0188'A DIRT ROAD, THENCE 0.5 ILE SOUTH ALONG A DIRT ROAD, THENCE
 MK0188'1.4 MILES WEST ALONG A DIRT ROAD, THENCE 0.7 MILE SOUTH ALONG
 MK0188'A DIRT ROAD, AT A FARMHOUSE OWNED IN 1949 BY JOHN BURR AND OCCUPIED
 MK0188'BY BEN LASTER, 3.6 FEET NORTH-NORTHWEST OF THE NORTHEAST
 MK0188'CORNER OF THE HOUSE, 2.6 FEET NORTH OF THE NORTH FACE OF THE
 MK0188'HOUSE, AND 13.1 FEET SOUTH-SOUTHEAST OF A 24-INCH ELM TREE.
 MK0188'A STANDARD DISK, STAMPED P 144 1948 RESET 1949 AND SET IN
 MK0188'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0209 ***********************************************************************
 MK0209  DESIGNATION -  P 145
 MK0209  PID         -  MK0209
 MK0209  STATE/COUNTY-  IA/MONONA
 MK0209  USGS QUAD   -  TEKAMAH NW (1970)
 MK0209
 MK0209                         *CURRENT SURVEY CONTROL
 MK0209  ___________________________________________________________________
 MK0209* NAD 83(1986)-  41 59 44.     (N)    096 07 44.     (W)     SCALED    
 MK0209* NAVD 88     -       320.406  (meters)    1051.20   (feet)  ADJUSTED  
 MK0209  ___________________________________________________________________
 MK0209  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 MK0209  DYNAMIC HT  -         320.290 (meters)    1050.82  (feet)  COMP
 MK0209  MODELED GRAV-     980,251.1   (mgal)                       NAVD 88
 MK0209
 MK0209  VERT ORDER  -  SECOND    CLASS 0
 MK0209
 MK0209.The horizontal coordinates were scaled from a topographic map and have
 MK0209.an estimated accuracy of +/- 6 seconds.
 MK0209
 MK0209.The orthometric height was determined by differential leveling
 MK0209.and adjusted by the National Geodetic Survey in June 1991..
 MK0209
 MK0209.The geoid height was determined by GEOID03.
 MK0209
 MK0209.The dynamic height is computed by dividing the NAVD 88
 MK0209.geopotential number by the normal gravity value computed on the
 MK0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0209.degrees latitude (g = 980.6199 gals.).
 MK0209
 MK0209.The modeled gravity was interpolated from observed gravity values.
 MK0209
 MK0209;                    North         East    Units  Estimated Accuracy
 MK0209;SPC IA N     - 1,058,430.    1,282,210.      MT  (+/- 180 meters Scaled)
 MK0209
 MK0209                          SUPERSEDED SURVEY CONTROL
 MK0209
 MK0209  NGVD 29 (??/??/92)  320.274  (m)         1050.77   (f) ADJ UNCH    2 0
 MK0209
 MK0209.Superseded values are not recommended for survey control.
 MK0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0209.See file dsdata.txt to determine how the superseded data were derived.
 MK0209
 MK0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM378532(NAD 83)
 MK0209_MARKER: DB = BENCH MARK DISK
 MK0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0209_STAMPING: P 145 1948
 MK0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0209+STABILITY: SURFACE MOTION
 MK0209
 MK0209  HISTORY     - Date     Condition        Report By
 MK0209  HISTORY     - 1948     MONUMENTED       CGS
 MK0209  HISTORY     - 1974     GOOD             LOCSUR
 MK0209  HISTORY     - 1981     GOOD             LOCENG
 MK0209
 MK0209                          STATION DESCRIPTION
 MK0209
 MK0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0209'6.4 MI NW FROM BLENCOE.
 MK0209'3.5 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF
 MK0209'NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.3 MILES
 MK0209'WEST ALONG A GRAVEL ROAD THENCE 0.7 MILE NORTHWEST ALONG A GRAVEL
 MK0209'ROAD, THENCE 0.8 MILE NORTH ALONG A GRAVEL ROAD, THENCE 0.1 MILE
 MK0209'WEST ALONG A DIRT ROAD, 65.0 FEET NORTHEAST OF THE NORTHEAST
 MK0209'CORNER OF A FARMHOUSE, 29.0 FEET SOUTH OF THE CENTER LINE OF
 MK0209'THE ROAD, 13.0 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD,
 MK0209'2.6 FEET SOUTH OF A CORNER FENCE POST, 1.0 FOOT EAST OF A FENCE,
 MK0209'1.7 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MK0209'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- FROM MONONA
 MK0209'CNTY CTHSE, 2.5 MILES W, 1.7 MILES SOUTHERLY .8 MILE WESTERLY,
 MK0209'.5 MILE S, .4 MILE EAST.
 MK0209
 MK0209                          STATION RECOVERY (1974)
 MK0209
 MK0209'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0209'RECOVERED IN GOOD CONDITION.
 MK0209
 MK0209                          STATION RECOVERY (1981)
 MK0209
 MK0209'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MK0209'1.0 FOOT NORTH OF REFERENCE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0395 ***********************************************************************
 MJ0395  DESIGNATION -  P 146
 MJ0395  PID         -  MJ0395
 MJ0395  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0395  USGS QUAD   -  AVOCA NW (1994)
 MJ0395
 MJ0395                         *CURRENT SURVEY CONTROL
 MJ0395  ___________________________________________________________________
 MJ0395* NAD 83(1986)-  41 29 54.     (N)    095 27 37.     (W)     SCALED    
 MJ0395* NAVD 88     -       398.608  (meters)    1307.77   (feet)  ADJUSTED  
 MJ0395  ___________________________________________________________________
 MJ0395  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 MJ0395  DYNAMIC HT  -         398.432 (meters)    1307.19  (feet)  COMP
 MJ0395  MODELED GRAV-     980,170.8   (mgal)                       NAVD 88
 MJ0395
 MJ0395  VERT ORDER  -  FIRST     CLASS II
 MJ0395
 MJ0395.The horizontal coordinates were scaled from a topographic map and have
 MJ0395.an estimated accuracy of +/- 6 seconds.
 MJ0395
 MJ0395.The orthometric height was determined by differential leveling
 MJ0395.and adjusted by the National Geodetic Survey in June 1991..
 MJ0395
 MJ0395.The geoid height was determined by GEOID03.
 MJ0395
 MJ0395.The dynamic height is computed by dividing the NAVD 88
 MJ0395.geopotential number by the normal gravity value computed on the
 MJ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0395.degrees latitude (g = 980.6199 gals.).
 MJ0395
 MJ0395.The modeled gravity was interpolated from observed gravity values.
 MJ0395
 MJ0395;                    North         East    Units  Estimated Accuracy
 MJ0395;SPC IA S     -   168,230.      336,340.      MT  (+/- 180 meters Scaled)
 MJ0395
 MJ0395                          SUPERSEDED SURVEY CONTROL
 MJ0395
 MJ0395  NGVD 29 (??/??/92)  398.487  (m)         1307.37   (f) ADJ UNCH    1 2
 MJ0395
 MJ0395.Superseded values are not recommended for survey control.
 MJ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0395.See file dsdata.txt to determine how the superseded data were derived.
 MJ0395
 MJ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF946970(NAD 83)
 MJ0395_MARKER: DB = BENCH MARK DISK
 MJ0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0395_STAMPING: P 146 1949
 MJ0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0395+STABILITY: SURFACE MOTION
 MJ0395
 MJ0395  HISTORY     - Date     Condition        Report By
 MJ0395  HISTORY     - 1949     MONUMENTED       CGS
 MJ0395
 MJ0395                          STATION DESCRIPTION
 MJ0395
 MJ0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0395'1.2 MI SW FROM SHELBY.
 MJ0395'1.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0395'RAILWAY FROM THE STATION AT SHELBY, AT A PUBLIC ROAD CROSSING,
 MJ0395'47.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 34.0
 MJ0395'FEET EAST OF THE CENTER LINE OF THE ROAD, 20.3 SOUTHWEST OF THE
 MJ0395'FIRST POLE SOUTHWEST OF MILEPOST NO. 468.5, 72.4 FEET NORTH OF
 MJ0395'THE CROSSING SIGNAL BELL TOWER, 4.3 FEET NORTHEAST OF A CORNER
 MJ0395'FENCE POST, 1.3 FEET SOUTHEAST OF A FENCE, 1.1 FEET SOUTHWEST
 MJ0395'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MJ0395'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0497 ***********************************************************************
 MJ0497  DESIGNATION -  P 147
 MJ0497  PID         -  MJ0497
 MJ0497  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0497  USGS QUAD   -  OAKLAND (1963)
 MJ0497
 MJ0497                         *CURRENT SURVEY CONTROL
 MJ0497  ___________________________________________________________________
 MJ0497* NAD 83(1986)-  41 18 33.     (N)    095 23 49.     (W)     SCALED    
 MJ0497* NAVD 88     -       336.160  (meters)    1102.88   (feet)  ADJUSTED  
 MJ0497  ___________________________________________________________________
 MJ0497  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 MJ0497  DYNAMIC HT  -         336.028 (meters)    1102.45  (feet)  COMP
 MJ0497  MODELED GRAV-     980,222.2   (mgal)                       NAVD 88
 MJ0497
 MJ0497  VERT ORDER  -  SECOND    CLASS 0
 MJ0497
 MJ0497.The horizontal coordinates were scaled from a topographic map and have
 MJ0497.an estimated accuracy of +/- 6 seconds.
 MJ0497
 MJ0497.The orthometric height was determined by differential leveling
 MJ0497.and adjusted by the National Geodetic Survey in June 1991..
 MJ0497
 MJ0497.The geoid height was determined by GEOID03.
 MJ0497
 MJ0497.The dynamic height is computed by dividing the NAVD 88
 MJ0497.geopotential number by the normal gravity value computed on the
 MJ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0497.degrees latitude (g = 980.6199 gals.).
 MJ0497
 MJ0497.The modeled gravity was interpolated from observed gravity values.
 MJ0497
 MJ0497;                    North         East    Units  Estimated Accuracy
 MJ0497;SPC IA S     -   147,110.      341,170.      MT  (+/- 180 meters Scaled)
 MJ0497
 MJ0497                          SUPERSEDED SURVEY CONTROL
 MJ0497
 MJ0497  NGVD 29 (??/??/92)  336.079  (m)         1102.62   (f) ADJ UNCH    2 0
 MJ0497
 MJ0497.Superseded values are not recommended for survey control.
 MJ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0497.See file dsdata.txt to determine how the superseded data were derived.
 MJ0497
 MJ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF993758(NAD 83)
 MJ0497_MARKER: DB = BENCH MARK DISK
 MJ0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0497_SP_SET: BUILDING
 MJ0497_STAMPING: P 147 1949
 MJ0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0497
 MJ0497  HISTORY     - Date     Condition        Report By
 MJ0497  HISTORY     - 1949     MONUMENTED       CGS
 MJ0497
 MJ0497                          STATION DESCRIPTION
 MJ0497
 MJ0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0497'AT OAKLAND.
 MJ0497'AT OAKLAND, SET VERTICALLY IN THE EAST FACE AT THE SOUTHEAST
 MJ0497'CORNER OF THE CITIZENS STATE BANK, 78.0 FEET NORTHWEST OF THE
 MJ0497'CENTER LINE OF U.S. HIGHWAYS NO. 59 AND 6, 2.8 FEET ABOVE THE
 MJ0497'SIDEWALK, 1.0 FOOT NORTH OF THE SOUTHEAST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0515 ***********************************************************************
 MJ0515  DESIGNATION -  P 148
 MJ0515  PID         -  MJ0515
 MJ0515  STATE/COUNTY-  IA/MONTGOMERY
 MJ0515  USGS QUAD   -  GRISWOLD (1978)
 MJ0515
 MJ0515                         *CURRENT SURVEY CONTROL
 MJ0515  ___________________________________________________________________
 MJ0515* NAD 83(1986)-  41 08 43.     (N)    095 11 40.     (W)     SCALED    
 MJ0515* NAVD 88     -       330.037  (meters)    1082.80   (feet)  ADJUSTED  
 MJ0515  ___________________________________________________________________
 MJ0515  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 MJ0515  DYNAMIC HT  -         329.898 (meters)    1082.34  (feet)  COMP
 MJ0515  MODELED GRAV-     980,193.4   (mgal)                       NAVD 88
 MJ0515
 MJ0515  VERT ORDER  -  SECOND    CLASS 0
 MJ0515
 MJ0515.The horizontal coordinates were scaled from a topographic map and have
 MJ0515.an estimated accuracy of +/- 6 seconds.
 MJ0515
 MJ0515.The orthometric height was determined by differential leveling
 MJ0515.and adjusted by the National Geodetic Survey in June 1991..
 MJ0515
 MJ0515.The geoid height was determined by GEOID03.
 MJ0515
 MJ0515.The dynamic height is computed by dividing the NAVD 88
 MJ0515.geopotential number by the normal gravity value computed on the
 MJ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0515.degrees latitude (g = 980.6199 gals.).
 MJ0515
 MJ0515.The modeled gravity was interpolated from observed gravity values.
 MJ0515
 MJ0515;                    North         East    Units  Estimated Accuracy
 MJ0515;SPC IA S     -   128,570.      357,770.      MT  (+/- 180 meters Scaled)
 MJ0515
 MJ0515                          SUPERSEDED SURVEY CONTROL
 MJ0515
 MJ0515  NGVD 29 (??/??/92)  329.959  (m)         1082.54   (f) ADJ UNCH    2 0
 MJ0515
 MJ0515.Superseded values are not recommended for survey control.
 MJ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0515.See file dsdata.txt to determine how the superseded data were derived.
 MJ0515
 MJ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF158572(NAD 83)
 MJ0515_MARKER: DB = BENCH MARK DISK
 MJ0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0515_STAMPING: P 148 1949
 MJ0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0515+STABILITY: SURFACE MOTION
 MJ0515
 MJ0515  HISTORY     - Date     Condition        Report By
 MJ0515  HISTORY     - 1949     MONUMENTED       CGS
 MJ0515
 MJ0515                          STATION DESCRIPTION
 MJ0515
 MJ0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0515'2 MI SW FROM ELLIOTT.
 MJ0515'0.3 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ELLIOTT,
 MJ0515'THENCE 1.7 MILES WEST ALONG STATE HIGHWAY NO. 48, AT A
 MJ0515'T-JUNCTION, IN LINE WITH THE NORTH SIDE OF A FARMHOUSE ON THE
 MJ0515'EAST SIDE OF THE DIRT ROAD, 128.0 FEET SOUTH OF THE CENTER LINE
 MJ0515'OF THE HIGHWAY, 26.0 FEET WEST OF THE CENTER LINE OF A DIRT
 MJ0515'ROAD LEADING SOUTH, 7.0 FEET SOUTH OF A POWER LINE POLE, 1.0 FOOT
 MJ0515'EAST OF THE WEST RIGHT-OF-WAY FENCE, 1.5 FEET NORTH OF A
 MJ0515'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 MJ0515'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0492 ***********************************************************************
 MJ0492  DESIGNATION -  P 149
 MJ0492  PID         -  MJ0492
 MJ0492  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0492  USGS QUAD   -  OAKLAND (1963)
 MJ0492
 MJ0492                         *CURRENT SURVEY CONTROL
 MJ0492  ___________________________________________________________________
 MJ0492* NAD 83(1986)-  41 15 53.     (N)    095 24 13.     (W)     SCALED    
 MJ0492* NAVD 88     -       348.232  (meters)    1142.49   (feet)  ADJUSTED  
 MJ0492  ___________________________________________________________________
 MJ0492  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 MJ0492  DYNAMIC HT  -         348.092 (meters)    1142.03  (feet)  COMP
 MJ0492  MODELED GRAV-     980,210.2   (mgal)                       NAVD 88
 MJ0492
 MJ0492  VERT ORDER  -  SECOND    CLASS 0
 MJ0492
 MJ0492.The horizontal coordinates were scaled from a topographic map and have
 MJ0492.an estimated accuracy of +/- 6 seconds.
 MJ0492
 MJ0492.The orthometric height was determined by differential leveling
 MJ0492.and adjusted by the National Geodetic Survey in June 1991..
 MJ0492
 MJ0492.The geoid height was determined by GEOID03.
 MJ0492
 MJ0492.The dynamic height is computed by dividing the NAVD 88
 MJ0492.geopotential number by the normal gravity value computed on the
 MJ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0492.degrees latitude (g = 980.6199 gals.).
 MJ0492
 MJ0492.The modeled gravity was interpolated from observed gravity values.
 MJ0492
 MJ0492;                    North         East    Units  Estimated Accuracy
 MJ0492;SPC IA S     -   142,190.      340,500.      MT  (+/- 180 meters Scaled)
 MJ0492
 MJ0492                          SUPERSEDED SURVEY CONTROL
 MJ0492
 MJ0492  NGVD 29 (??/??/92)  348.150  (m)         1142.22   (f) ADJ UNCH    2 0
 MJ0492
 MJ0492.Superseded values are not recommended for survey control.
 MJ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0492.See file dsdata.txt to determine how the superseded data were derived.
 MJ0492
 MJ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF986709(NAD 83)
 MJ0492_MARKER: DB = BENCH MARK DISK
 MJ0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0492_STAMPING: P 149 1949
 MJ0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0492+STABILITY: SURFACE MOTION
 MJ0492
 MJ0492  HISTORY     - Date     Condition        Report By
 MJ0492  HISTORY     - 1949     MONUMENTED       CGS
 MJ0492
 MJ0492                          STATION DESCRIPTION
 MJ0492
 MJ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0492'3.1 MI S FROM OAKLAND.
 MJ0492'3.1 MILES SOUTH ALONG U.S. HIGHWAY NO. 59 FROM THE CITIZENS
 MJ0492'STATE BANK AT OAKLAND, ABOUT 0.15 MILE NORTH OF A FARMHOUSE ON
 MJ0492'THE WEST SIDE OF THE HIGHWAY, 0.1 MILE SOUTH OF A PIPE LINE
 MJ0492'CROSSING, 50.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 205.0
 MJ0492'FEET NORTH OF THE CENTER LINE OF THE WEST END OF CULVERT NO. 34,
 MJ0492'24.0 FEET SOUTH OF THE CENTER LINE OF A FIELD ROAD LEADING WEST
 MJ0492'INTO A FIELD, 49.0 FEET NORTH OF A TELEPHONE POLE, 1.6 FEET
 MJ0492'EAST OF THE WEST RIGHT-OF-WAY FENCE, 1.4 FEET NORTH OF A
 MJ0492'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MJ0492'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0493 ***********************************************************************
 MJ0493  DESIGNATION -  P 149 RESET
 MJ0493  PID         -  MJ0493
 MJ0493  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0493  USGS QUAD   -  OAKLAND (1963)
 MJ0493
 MJ0493                         *CURRENT SURVEY CONTROL
 MJ0493  ___________________________________________________________________
 MJ0493* NAD 83(1986)-  41 15 53.     (N)    095 24 12.     (W)     SCALED    
 MJ0493* NAVD 88     -       347.25   (meters)    1139.3    (feet)  RESET     
 MJ0493  ___________________________________________________________________
 MJ0493  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 MJ0493
 MJ0493  VERT ORDER  -  THIRD
 MJ0493
 MJ0493.The horizontal coordinates were scaled from a topographic map and have
 MJ0493.an estimated accuracy of +/- 6 seconds.
 MJ0493
 MJ0493.The orthometric height was computed from unverified reset data.
 MJ0493
 MJ0493.The geoid height was determined by GEOID03.
 MJ0493
 MJ0493;                    North         East    Units  Estimated Accuracy
 MJ0493;SPC IA S     -   142,190.      340,530.      MT  (+/- 180 meters Scaled)
 MJ0493
 MJ0493                          SUPERSEDED SURVEY CONTROL
 MJ0493
 MJ0493  NGVD 29 (??/??/??)  347.17   (m)         1139.0    (f) RESET       3  
 MJ0493
 MJ0493.Superseded values are not recommended for survey control.
 MJ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0493.See file dsdata.txt to determine how the superseded data were derived.
 MJ0493
 MJ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF986709(NAD 83)
 MJ0493_MARKER: DB = BENCH MARK DISK
 MJ0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0493_STAMPING: P 149 RESET 1955
 MJ0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0493+STABILITY: SURFACE MOTION
 MJ0493
 MJ0493  HISTORY     - Date     Condition        Report By
 MJ0493  HISTORY     - 1955     MONUMENTED       CGS
 MJ0493  HISTORY     - 1956     GOOD             NGS
 MJ0493
 MJ0493                          STATION DESCRIPTION
 MJ0493
 MJ0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MJ0493'3.1 MI S FROM OAKLAND.
 MJ0493'3.1 MILES SOUTH ALONG U.S. HIGHWAY 59 FROM THE CITIZENS STATE
 MJ0493'BANK AT OAKLAND, 0.15 MILE NORTH OF A FARMHOUSE ON THE WEST SIDE
 MJ0493'OF THE HIGHWAY, 0.1 MILE SOUTH OF A PIPE-LINE CROSSING, 75.0
 MJ0493'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AT SURVEY STATION
 MJ0493'2059+31, 205.0 FEET NORTH OF THE CENTERLINE OF THE WEST END OF A
 MJ0493'CONCRETE CULVERT, 10.0 FEET SOUTH OF THE CENTERLINE OF A FIELD
 MJ0493'ROAD LEADING WEST, 49 FEET SOUTH OF A POLE, AT THE WEST
 MJ0493'RIGHT-OF-WAY LINE, AND 1.5 FEET SOUTHWEST OF A WHITE WOODEN
 MJ0493'WITNESS POST.  A STANDARD DISK, STAMPED P 149 RESET 1955 AND SET
 MJ0493'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0013 ***********************************************************************
 NM0013  DESIGNATION -  P 15
 NM0013  PID         -  NM0013
 NM0013  STATE/COUNTY-  IA/PLYMOUTH
 NM0013  USGS QUAD   -  LE MARS (1985)
 NM0013
 NM0013                         *CURRENT SURVEY CONTROL
 NM0013  ___________________________________________________________________
 NM0013* NAD 83(1986)-  42 45 54.     (N)    096 11 57.     (W)     SCALED    
 NM0013* NAVD 88     -       361.717  (meters)    1186.73   (feet)  ADJUSTED  
 NM0013  ___________________________________________________________________
 NM0013  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 NM0013  DYNAMIC HT  -         361.609 (meters)    1186.38  (feet)  COMP
 NM0013  MODELED GRAV-     980,311.5   (mgal)                       NAVD 88
 NM0013
 NM0013  VERT ORDER  -  SECOND    CLASS 0
 NM0013
 NM0013.The horizontal coordinates were scaled from a topographic map and have
 NM0013.an estimated accuracy of +/- 6 seconds.
 NM0013
 NM0013.The orthometric height was determined by differential leveling
 NM0013.and adjusted by the National Geodetic Survey in June 1991..
 NM0013
 NM0013.The geoid height was determined by GEOID03.
 NM0013
 NM0013.The dynamic height is computed by dividing the NAVD 88
 NM0013.geopotential number by the normal gravity value computed on the
 NM0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0013.degrees latitude (g = 980.6199 gals.).
 NM0013
 NM0013.The modeled gravity was interpolated from observed gravity values.
 NM0013
 NM0013;                    North         East    Units  Estimated Accuracy
 NM0013;SPC IA N     - 1,144,040.    1,279,120.      MT  (+/- 180 meters Scaled)
 NM0013
 NM0013                          SUPERSEDED SURVEY CONTROL
 NM0013
 NM0013  NGVD 29 (??/??/92)  361.526  (m)         1186.11   (f) ADJ UNCH    2 0
 NM0013
 NM0013.Superseded values are not recommended for survey control.
 NM0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0013.See file dsdata.txt to determine how the superseded data were derived.
 NM0013
 NM0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN291385(NAD 83)
 NM0013_MARKER: DB = BENCH MARK DISK
 NM0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0013_STAMPING: P 15 1934
 NM0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0013+STABILITY: SURFACE MOTION
 NM0013
 NM0013  HISTORY     - Date     Condition        Report By
 NM0013  HISTORY     - 1934     MONUMENTED       CGS
 NM0013  HISTORY     - 1957     MARK NOT FOUND   NGS
 NM0013
 NM0013                          STATION DESCRIPTION
 NM0013
 NM0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NM0013'3.9 MI N FROM MERRILL.
 NM0013'3.9 MILES NORTH ALONG THE SOO LINE RAILROAD, FORMERLY (C.STP.M.
 NM0013'AND O. RY) FROM THE STATION AT MERRILL, 250 FEET NORTH OF A WOODEN
 NM0013'TRESTLE, 45 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND
 NM0013'2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 NM0013'P 15 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 NM0013'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0297 ***********************************************************************
 MJ0297  DESIGNATION -  P 151
 MJ0297  PID         -  MJ0297
 MJ0297  STATE/COUNTY-  IA/SHELBY
 MJ0297  USGS QUAD   -  IRWIN (1978)
 MJ0297
 MJ0297                         *CURRENT SURVEY CONTROL
 MJ0297  ___________________________________________________________________
 MJ0297* NAD 83(1986)-  41 51 01.     (N)    095 09 02.     (W)     SCALED    
 MJ0297* NAVD 88     -       408.559  (meters)    1340.41   (feet)  ADJUSTED  
 MJ0297  ___________________________________________________________________
 MJ0297  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 MJ0297  DYNAMIC HT  -         408.368 (meters)    1339.79  (feet)  COMP
 MJ0297  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 MJ0297
 MJ0297  VERT ORDER  -  SECOND    CLASS 0
 MJ0297
 MJ0297.The horizontal coordinates were scaled from a topographic map and have
 MJ0297.an estimated accuracy of +/- 6 seconds.
 MJ0297
 MJ0297.The orthometric height was determined by differential leveling
 MJ0297.and adjusted by the National Geodetic Survey in June 1991..
 MJ0297
 MJ0297.The geoid height was determined by GEOID03.
 MJ0297
 MJ0297.The dynamic height is computed by dividing the NAVD 88
 MJ0297.geopotential number by the normal gravity value computed on the
 MJ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0297.degrees latitude (g = 980.6199 gals.).
 MJ0297
 MJ0297.The modeled gravity was interpolated from observed gravity values.
 MJ0297
 MJ0297;                    North         East    Units  Estimated Accuracy
 MJ0297;SPC IA S     -   206,780.      362,940.      MT  (+/- 180 meters Scaled)
 MJ0297
 MJ0297                          SUPERSEDED SURVEY CONTROL
 MJ0297
 MJ0297  NGVD 29 (??/??/92)  408.421  (m)         1339.96   (f) ADJ UNCH    2 0
 MJ0297
 MJ0297.Superseded values are not recommended for survey control.
 MJ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0297.See file dsdata.txt to determine how the superseded data were derived.
 MJ0297
 MJ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG214353(NAD 83)
 MJ0297_MARKER: DB = BENCH MARK DISK
 MJ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0297_STAMPING: P 151 1949
 MJ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0297+STABILITY: SURFACE MOTION
 MJ0297
 MJ0297  HISTORY     - Date     Condition        Report By
 MJ0297  HISTORY     - 1949     MONUMENTED       CGS
 MJ0297
 MJ0297                          STATION DESCRIPTION
 MJ0297
 MJ0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0297'4.6 MI SE FROM ASPINWALL.
 MJ0297'0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0297'RAILROAD FROM THE STATION AT ASPINWALL, THENCE 4.4 MILES SOUTH
 MJ0297'ALONG A SECTION LINE ROAD, THENCE 1.0 MILE WEST ALONG COUNTY
 MJ0297'ROAD M, NEAR THE NORTHEAST CORNER OF A SCHOOLYARD, 204.0 FEET
 MJ0297'NORTH OF THE CENTER LINE OF THE COUNTY ROAD, 62.0 FEET WEST OF
 MJ0297'THE CENTER LINE OF A NORTH-SOUTH SECTION LINE ROAD, 31.5 FEET
 MJ0297'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 30.0
 MJ0297'FEET WEST OF A CORNER FENCE POST, 1.2 FEET SOUTH OF A FENCE,
 MJ0297'1.2 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 MJ0297'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THIS
 MJ0297'BENCH MARK IS 1.0 MILE EAST OF BENCH MARK N 151.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0358 ***********************************************************************
 NM0358  DESIGNATION -  P 152
 NM0358  PID         -  NM0358
 NM0358  STATE/COUNTY-  IA/WOODBURY
 NM0358  USGS QUAD   -  LUTON (1964)
 NM0358
 NM0358                         *CURRENT SURVEY CONTROL
 NM0358  ___________________________________________________________________
 NM0358* NAD 83(1986)-  42 18 01.     (N)    096 09 14.     (W)     SCALED    
 NM0358* NAVD 88     -       326.009  (meters)    1069.58   (feet)  ADJUSTED  
 NM0358  ___________________________________________________________________
 NM0358  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 NM0358  DYNAMIC HT  -         325.900 (meters)    1069.22  (feet)  COMP
 NM0358  MODELED GRAV-     980,279.1   (mgal)                       NAVD 88
 NM0358
 NM0358  VERT ORDER  -  SECOND    CLASS 0
 NM0358
 NM0358.The horizontal coordinates were scaled from a topographic map and have
 NM0358.an estimated accuracy of +/- 6 seconds.
 NM0358
 NM0358.The orthometric height was determined by differential leveling
 NM0358.and adjusted by the National Geodetic Survey in June 1991..
 NM0358
 NM0358.The geoid height was determined by GEOID03.
 NM0358
 NM0358.The dynamic height is computed by dividing the NAVD 88
 NM0358.geopotential number by the normal gravity value computed on the
 NM0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0358.degrees latitude (g = 980.6199 gals.).
 NM0358
 NM0358.The modeled gravity was interpolated from observed gravity values.
 NM0358
 NM0358;                    North         East    Units  Estimated Accuracy
 NM0358;SPC IA N     - 1,092,330.    1,281,200.      MT  (+/- 180 meters Scaled)
 NM0358
 NM0358                          SUPERSEDED SURVEY CONTROL
 NM0358
 NM0358  NGVD 29 (??/??/92)  325.853  (m)         1069.07   (f) ADJ UNCH    2 0
 NM0358
 NM0358.Superseded values are not recommended for survey control.
 NM0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0358.See file dsdata.txt to determine how the superseded data were derived.
 NM0358
 NM0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM346870(NAD 83)
 NM0358_MARKER: DB = BENCH MARK DISK
 NM0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0358_STAMPING: P 152 1949
 NM0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0358+STABILITY: SURFACE MOTION
 NM0358
 NM0358  HISTORY     - Date     Condition        Report By
 NM0358  HISTORY     - 1949     MONUMENTED       CGS
 NM0358
 NM0358                          STATION DESCRIPTION
 NM0358
 NM0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0358'5.6 MI NW FROM HOLLY SPRINGS.
 NM0358'0.2 MILE NORTHWEST ALONG STATE HIGWAY 141 FROM THE CONSOLIDATED
 NM0358'SCHOOL AT HOLLY SPRINGS, THENCE 3.25 MILES WEST ALONG A GRAVELED
 NM0358'ROAD, THENCE 0.65 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE
 NM0358'1.5 MILES NORTH ALONG COUNTY ROAD G, AT THE FARM HOME OF G.H.
 NM0358'METCALF, 117 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 NM0358'85 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 37.0 FEET
 NM0358'WEST OF THE NORTHWEST CORNER OF THE HOUSE, 21 FEET SOUTH OF THE
 NM0358'CENTER LINE OF A PRIVATE DRIVEWAY, 31.4 FEET EAST OF A FENCE
 NM0358'CORNER POST, 1.0 FOOT NORTH OF A FENCE, AND SET IN THE TOP OF
 NM0358'A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0400 ***********************************************************************
 NL0400  DESIGNATION -  P 153
 NL0400  PID         -  NL0400
 NL0400  STATE/COUNTY-  IA/MONONA
 NL0400  USGS QUAD   -  SMITHLAND (1969)
 NL0400
 NL0400                         *CURRENT SURVEY CONTROL
 NL0400  ___________________________________________________________________
 NL0400* NAD 83(1986)-  42 12 19.     (N)    095 57 16.     (W)     SCALED    
 NL0400* NAVD 88     -       342.286  (meters)    1122.98   (feet)  ADJUSTED  
 NL0400  ___________________________________________________________________
 NL0400  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 NL0400  DYNAMIC HT  -         342.165 (meters)    1122.59  (feet)  COMP
 NL0400  MODELED GRAV-     980,259.1   (mgal)                       NAVD 88
 NL0400
 NL0400  VERT ORDER  -  SECOND    CLASS 0
 NL0400
 NL0400.The horizontal coordinates were scaled from a topographic map and have
 NL0400.an estimated accuracy of +/- 6 seconds.
 NL0400
 NL0400.The orthometric height was determined by differential leveling
 NL0400.and adjusted by the National Geodetic Survey in June 1991..
 NL0400
 NL0400.The geoid height was determined by GEOID03.
 NL0400
 NL0400.The dynamic height is computed by dividing the NAVD 88
 NL0400.geopotential number by the normal gravity value computed on the
 NL0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0400.degrees latitude (g = 980.6199 gals.).
 NL0400
 NL0400.The modeled gravity was interpolated from observed gravity values.
 NL0400
 NL0400;                    North         East    Units  Estimated Accuracy
 NL0400;SPC IA N     - 1,081,280.    1,297,340.      MT  (+/- 180 meters Scaled)
 NL0400
 NL0400                          SUPERSEDED SURVEY CONTROL
 NL0400
 NL0400  NGVD 29 (??/??/92)  342.138  (m)         1122.50   (f) ADJ UNCH    2 0
 NL0400
 NL0400.Superseded values are not recommended for survey control.
 NL0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0400.See file dsdata.txt to determine how the superseded data were derived.
 NL0400
 NL0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG560767(NAD 83)
 NL0400_MARKER: DB = BENCH MARK DISK
 NL0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0400_STAMPING: P 153 1949
 NL0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0400+STABILITY: SURFACE MOTION
 NL0400
 NL0400  HISTORY     - Date     Condition        Report By
 NL0400  HISTORY     - 1949     MONUMENTED       CGS
 NL0400
 NL0400                          STATION DESCRIPTION
 NL0400
 NL0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0400'AT RODNEY.
 NL0400'AT RODNEY, IN THE ELEMENTARY SCHOOL YARD, 271 FEET NORTHWEST OF
 NL0400'THE CENTER LINE OF THE ROAD, 121.0 FEET NORTHWEST OF THE NORTHWEST
 NL0400'CORNER OF THE SCHOOLHOUSE, 22.0 FEET WEST OF A FENCE CORNER POST,
 NL0400'19.0 FEET NORTHEAST OF A 30-INCH ELM TREE, 2.0 FEET SOUTH OF A
 NL0400'FENCE, 1.7 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 NL0400'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0814 ***********************************************************************
 NM0814  DESIGNATION -  P 154
 NM0814  PID         -  NM0814
 NM0814  STATE/COUNTY-  IA/PLYMOUTH
 NM0814  USGS QUAD   -  JEFFERSON (1994)
 NM0814
 NM0814                         *CURRENT SURVEY CONTROL
 NM0814  ___________________________________________________________________
 NM0814* NAD 83(1986)-  42 50 48.     (N)    096 32 37.     (W)     SCALED    
 NM0814* NAVD 88     -       348.235  (meters)    1142.50   (feet)  ADJUSTED  
 NM0814  ___________________________________________________________________
 NM0814  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 NM0814  DYNAMIC HT  -         348.140 (meters)    1142.19  (feet)  COMP
 NM0814  MODELED GRAV-     980,338.2   (mgal)                       NAVD 88
 NM0814
 NM0814  VERT ORDER  -  FIRST     CLASS II
 NM0814
 NM0814.The horizontal coordinates were scaled from a topographic map and have
 NM0814.an estimated accuracy of +/- 6 seconds.
 NM0814
 NM0814.The orthometric height was determined by differential leveling
 NM0814.and adjusted by the National Geodetic Survey in June 1991..
 NM0814
 NM0814.The geoid height was determined by GEOID03.
 NM0814
 NM0814.The dynamic height is computed by dividing the NAVD 88
 NM0814.geopotential number by the normal gravity value computed on the
 NM0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0814.degrees latitude (g = 980.6199 gals.).
 NM0814
 NM0814.The modeled gravity was interpolated from observed gravity values.
 NM0814
 NM0814;                    North         East    Units  Estimated Accuracy
 NM0814;SPC IA N     - 1,154,060.    1,251,270.      MT  (+/- 180 meters Scaled)
 NM0814
 NM0814                          SUPERSEDED SURVEY CONTROL
 NM0814
 NM0814  NGVD 29 (??/??/92)  348.041  (m)         1141.86   (f) ADJ UNCH    1 2
 NM0814
 NM0814.Superseded values are not recommended for survey control.
 NM0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0814.See file dsdata.txt to determine how the superseded data were derived.
 NM0814
 NM0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN007467(NAD 83)
 NM0814_MARKER: DB = BENCH MARK DISK
 NM0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0814_STAMPING: P 154 1949
 NM0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0814+STABILITY: SURFACE MOTION
 NM0814
 NM0814  HISTORY     - Date     Condition        Report By
 NM0814  HISTORY     - 1949     MONUMENTED       CGS
 NM0814
 NM0814                          STATION DESCRIPTION
 NM0814
 NM0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0814'1.7 MI NE FROM AKRON.
 NM0814'1.7 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0814'PACIFIC RAILROAD FROM THE RAILROAD STATION AT AKRON, 62.0 FEET
 NM0814'SOUTH OF MILE-POST 14, 46.0 FEET WEST OF THE WEST RAIL, 1.0 FOOT
 NM0814'EAST OF THE RIGHT-OF-WAY FENCE, 1.6 FEET SOUTH OF A REFERENCE
 NM0814'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 NM0814'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0434 ***********************************************************************
 MH0434  DESIGNATION -  P 155
 MH0434  PID         -  MH0434
 MH0434  STATE/COUNTY-  IA/POLK
 MH0434  USGS QUAD   -  DES MOINES SW (1976)
 MH0434
 MH0434                         *CURRENT SURVEY CONTROL
 MH0434  ___________________________________________________________________
 MH0434* NAD 83(1986)-  41 32 53.     (N)    093 44 35.     (W)     SCALED    
 MH0434* NAVD 88     -       250.007  (meters)     820.23   (feet)  ADJUSTED  
 MH0434  ___________________________________________________________________
 MH0434  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 MH0434  DYNAMIC HT  -         249.898 (meters)     819.87  (feet)  COMP
 MH0434  MODELED GRAV-     980,184.3   (mgal)                       NAVD 88
 MH0434
 MH0434  VERT ORDER  -  FIRST     CLASS II
 MH0434
 MH0434.The horizontal coordinates were scaled from a topographic map and have
 MH0434.an estimated accuracy of +/- 6 seconds.
 MH0434
 MH0434.The orthometric height was determined by differential leveling
 MH0434.and adjusted by the National Geodetic Survey in June 1991..
 MH0434
 MH0434.The geoid height was determined by GEOID03.
 MH0434
 MH0434.The dynamic height is computed by dividing the NAVD 88
 MH0434.geopotential number by the normal gravity value computed on the
 MH0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0434.degrees latitude (g = 980.6199 gals.).
 MH0434
 MH0434.The modeled gravity was interpolated from observed gravity values.
 MH0434
 MH0434;                    North         East    Units  Estimated Accuracy
 MH0434;SPC IA S     -   171,940.      479,720.      MT  (+/- 180 meters Scaled)
 MH0434
 MH0434                          SUPERSEDED SURVEY CONTROL
 MH0434
 MH0434  NGVD 29 (??/??/92)  249.955  (m)          820.06   (f) ADJ UNCH    1 2
 MH0434
 MH0434.Superseded values are not recommended for survey control.
 MH0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0434.See file dsdata.txt to determine how the superseded data were derived.
 MH0434
 MH0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF380998(NAD 83)
 MH0434_MARKER: DB = BENCH MARK DISK
 MH0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0434_STAMPING: P 155 1950
 MH0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0434+STABILITY: SURFACE MOTION
 MH0434
 MH0434  HISTORY     - Date     Condition        Report By
 MH0434  HISTORY     - 1950     MONUMENTED       CGS
 MH0434  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0434
 MH0434                          STATION DESCRIPTION
 MH0434
 MH0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0434'1.3 MI W FROM COMMERCE.
 MH0434'1.3 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0434'RAILROAD FROM THE STATION SIGN AT COMMERCE, 41.5 FEET NORTHWEST
 MH0434'OF THE NORTHWEST RAIL, 56 FEET SOUTHEAST OF THE CENTER LINE OF
 MH0434'STATE HIGHWAY 90, 18 FEET SOUTHWEST OF THE CENTER LINE OF A
 MH0434'PRIVATE ROAD LEADING SOUTHEAST ACROSS THE TRACK, 6 FEET NORTH
 MH0434'OF MILEPOST 365, 2.3 FEET EAST OF A WITNESS POST, SET IN THE
 MH0434'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MH0434'THIS MARK IS 1.1 MILES SOUTHWEST OF BENCH MARK N 155.
 MH0434
 MH0434                          STATION RECOVERY (1995)
 MH0434
 MH0434'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0308 ***********************************************************************
 LF0308  DESIGNATION -  P 156
 LF0308  PID         -  LF0308
 LF0308  STATE/COUNTY-  IA/FREMONT
 LF0308  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF0308
 LF0308                         *CURRENT SURVEY CONTROL
 LF0308  ___________________________________________________________________
 LF0308* NAD 83(1986)-  40 47 08.     (N)    095 27 36.     (W)     SCALED    
 LF0308* NAVD 88     -       328.521  (meters)    1077.82   (feet)  ADJUSTED  
 LF0308  ___________________________________________________________________
 LF0308  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LF0308  DYNAMIC HT  -         328.345 (meters)    1077.25  (feet)  COMP
 LF0308  MODELED GRAV-     980,081.3   (mgal)                       NAVD 88
 LF0308
 LF0308  VERT ORDER  -  SECOND    CLASS 0
 LF0308
 LF0308.The horizontal coordinates were scaled from a topographic map and have
 LF0308.an estimated accuracy of +/- 6 seconds.
 LF0308
 LF0308.The orthometric height was determined by differential leveling
 LF0308.and adjusted by the National Geodetic Survey in June 1991..
 LF0308
 LF0308.The geoid height was determined by GEOID03.
 LF0308
 LF0308.The dynamic height is computed by dividing the NAVD 88
 LF0308.geopotential number by the normal gravity value computed on the
 LF0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0308.degrees latitude (g = 980.6199 gals.).
 LF0308
 LF0308.The modeled gravity was interpolated from observed gravity values.
 LF0308
 LF0308;                    North         East    Units  Estimated Accuracy
 LF0308;SPC IA S     -    89,100.      334,580.      MT  (+/- 180 meters Scaled)
 LF0308
 LF0308                          SUPERSEDED SURVEY CONTROL
 LF0308
 LF0308  NGVD 29 (??/??/92)  328.408  (m)         1077.45   (f) ADJ UNCH    2 0
 LF0308
 LF0308.Superseded values are not recommended for survey control.
 LF0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0308.See file dsdata.txt to determine how the superseded data were derived.
 LF0308
 LF0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF924178(NAD 83)
 LF0308_MARKER: DB = BENCH MARK DISK
 LF0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0308_STAMPING: P 156 1949
 LF0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0308+STABILITY: SURFACE MOTION
 LF0308
 LF0308  HISTORY     - Date     Condition        Report By
 LF0308  HISTORY     - 1949     MONUMENTED       CGS
 LF0308  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0308
 LF0308                          STATION DESCRIPTION
 LF0308
 LF0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0308'5.2 MI NW FROM SHENANDOAH.
 LF0308'3.2 MILES WEST ALONG STATE HIGHWAY 2 FROM ITS INTERSECTION
 LF0308'WITH U.S. HIGHWAY 59 AND STATE HIGHWAY 48 AT THE WEST EDGE OF
 LF0308'SHENANDOAH, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, THENCE
 LF0308'1.0 MILE WEST ALONG A DIRT ROAD, 24 FEET NORTH OF THE CENTER
 LF0308'LINE OF THE EAST AND WEST ROAD, 2.0 FEET EAST OF A NORTH AND
 LF0308'SOUTH FENCE, 1.0 FOOT NORTH OF AN EAST AND WEST FENCE, IN THE
 LF0308'SOUTHWEST CORNER OF A 40 ACRE FIELD, 2.0 FEET WEST OF A WITNESS
 LF0308'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 LF0308'ABOVE THE GROUND.
 LF0308
 LF0308                          STATION RECOVERY (1976)
 LF0308
 LF0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0894 ***********************************************************************
 LF0894  DESIGNATION -  P 157
 LF0894  PID         -  LF0894
 LF0894  STATE/COUNTY-  IA/FREMONT
 LF0894  USGS QUAD   -  SIDNEY (1981)
 LF0894
 LF0894                         *CURRENT SURVEY CONTROL
 LF0894  ___________________________________________________________________
 LF0894* NAD 83(1986)-  40 38 38.     (N)    095 38 56.     (W)     SCALED    
 LF0894* NAVD 88     -       296.687  (meters)     973.38   (feet)  ADJUSTED  
 LF0894  ___________________________________________________________________
 LF0894  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LF0894  DYNAMIC HT  -         296.530 (meters)     972.87  (feet)  COMP
 LF0894  MODELED GRAV-     980,088.0   (mgal)                       NAVD 88
 LF0894
 LF0894  VERT ORDER  -  SECOND    CLASS 0
 LF0894
 LF0894.The horizontal coordinates were scaled from a topographic map and have
 LF0894.an estimated accuracy of +/- 6 seconds.
 LF0894
 LF0894.The orthometric height was determined by differential leveling
 LF0894.and adjusted by the National Geodetic Survey in June 1991..
 LF0894
 LF0894.The geoid height was determined by GEOID03.
 LF0894
 LF0894.The dynamic height is computed by dividing the NAVD 88
 LF0894.geopotential number by the normal gravity value computed on the
 LF0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0894.degrees latitude (g = 980.6199 gals.).
 LF0894
 LF0894.The modeled gravity was interpolated from observed gravity values.
 LF0894
 LF0894;                    North         East    Units  Estimated Accuracy
 LF0894;SPC IA S     -    73,750.      318,250.      MT  (+/- 180 meters Scaled)
 LF0894
 LF0894                          SUPERSEDED SURVEY CONTROL
 LF0894
 LF0894  NGVD 29 (??/??/92)  296.587  (m)          973.05   (f) ADJ UNCH    2 0
 LF0894
 LF0894.Superseded values are not recommended for survey control.
 LF0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0894.See file dsdata.txt to determine how the superseded data were derived.
 LF0894
 LF0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF760026(NAD 83)
 LF0894_MARKER: DB = BENCH MARK DISK
 LF0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0894_STAMPING: P 157 1949
 LF0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0894+STABILITY: SURFACE MOTION
 LF0894
 LF0894  HISTORY     - Date     Condition        Report By
 LF0894  HISTORY     - 1949     MONUMENTED       CGS
 LF0894
 LF0894                          STATION DESCRIPTION
 LF0894
 LF0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0894'2.7 MI N FROM HAMBURG.
 LF0894'2.7 MILES NORTH ALONG U.S. HIGHWAY 275 FROM THE CITY PART AT
 LF0894'HAMBURG, 66 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LF0894'FARMHOUSE, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 13
 LF0894'FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVE, 3.3 FEET
 LF0894'EAST OF AND INSIDE A YARD FENCE, SET IN THE TOP OF A CONCRETE
 LF0894'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0420 ***********************************************************************
 NL0420  DESIGNATION -  P 158
 NL0420  PID         -  NL0420
 NL0420  STATE/COUNTY-  IA/MONONA
 NL0420  USGS QUAD   -  CASTANA (1982)
 NL0420
 NL0420                         *CURRENT SURVEY CONTROL
 NL0420  ___________________________________________________________________
 NL0420* NAD 83(1986)-  42 01 01.     (N)    095 57 16.     (W)     SCALED    
 NL0420* NAVD 88     -       323.632  (meters)    1061.78   (feet)  ADJUSTED  
 NL0420  ___________________________________________________________________
 NL0420  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 NL0420  DYNAMIC HT  -         323.510 (meters)    1061.38  (feet)  COMP
 NL0420  MODELED GRAV-     980,237.1   (mgal)                       NAVD 88
 NL0420
 NL0420  VERT ORDER  -  SECOND    CLASS 0
 NL0420
 NL0420.The horizontal coordinates were scaled from a topographic map and have
 NL0420.an estimated accuracy of +/- 6 seconds.
 NL0420
 NL0420.The orthometric height was determined by differential leveling
 NL0420.and adjusted by the National Geodetic Survey in June 1991..
 NL0420
 NL0420.The geoid height was determined by GEOID03.
 NL0420
 NL0420.The dynamic height is computed by dividing the NAVD 88
 NL0420.geopotential number by the normal gravity value computed on the
 NL0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0420.degrees latitude (g = 980.6199 gals.).
 NL0420
 NL0420.The modeled gravity was interpolated from observed gravity values.
 NL0420
 NL0420;                    North         East    Units  Estimated Accuracy
 NL0420;SPC IA N     - 1,060,370.    1,296,730.      MT  (+/- 180 meters Scaled)
 NL0420
 NL0420                          SUPERSEDED SURVEY CONTROL
 NL0420
 NL0420  NGVD 29 (??/??/92)  323.484  (m)         1061.30   (f) ADJ UNCH    2 0
 NL0420
 NL0420.Superseded values are not recommended for survey control.
 NL0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0420.See file dsdata.txt to determine how the superseded data were derived.
 NL0420
 NL0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG553558(NAD 83)
 NL0420_MARKER: DB = BENCH MARK DISK
 NL0420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0420_SP_SET: BRIDGE
 NL0420_STAMPING: P 158 1949
 NL0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0420
 NL0420  HISTORY     - Date     Condition        Report By
 NL0420  HISTORY     - 1949     MONUMENTED       CGS
 NL0420  HISTORY     - 1973     GOOD             NGS
 NL0420  HISTORY     - 1982     GOOD             LOCENG
 NL0420  HISTORY     - 20060829 MARK NOT FOUND   GEOCAC
 NL0420
 NL0420                          STATION DESCRIPTION
 NL0420
 NL0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0420'0.8 MI E FROM TURIN.
 NL0420'0.75 MILE EAST ALONG THE IOWA STATE HIGHWAY 37 AND 175 FROM THE
 NL0420'POST OFFICE AT TURIN, SET IN THE NORTHEAST WINGWALL OF A STEEL AND
 NL0420'CONCRETE BRIDGE OVER THE MAPLE RIVER, 3.0 FEET ABOVE THE LEVEL OF
 NL0420'THE HIGHWAY, 1.0 FOOT EAST OF THE EAST END OF THE STEEL RAILING
 NL0420'OF THE BRIDGE, 0.8 FOOT EAST OF THE WEST END OF THE NORTHEAST
 NL0420'WINGWALL.
 NL0420
 NL0420                          STATION RECOVERY (1973)
 NL0420
 NL0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NL0420'RECOVERED IN GOOD CONDITION.
 NL0420
 NL0420                          STATION RECOVERY (1982)
 NL0420
 NL0420'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 NL0420'STATE HIGHWAY 37 AND 175 IS NOW STATE HIGHWAY 175.
 NL0420
 NL0420                          STATION RECOVERY (2006)
 NL0420
 NL0420'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NL0420'PRESENT BRIDGE DOES NOT HAVE STEEL RAILING AND NO DISK FOUND ON THE NE
 NL0420'WINGWALL.
 NL0420' 
 NL0420'THERE IS AN UNNUMBERED CORPS OF ENGRS DISK IN THE NORTH CONCRETE GUARD
 NL0420'APPROXIMATELY 10 FT WEST OF THE EAST END OF THE WINGWALL BUT IT IS NOT
 NL0420'THE DISK DESCRIBED BY THIS DATA SHEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0437 ***********************************************************************
 NL0437  DESIGNATION -  P 159
 NL0437  PID         -  NL0437
 NL0437  STATE/COUNTY-  IA/MONONA
 NL0437  USGS QUAD   -  CASTANA (1982)
 NL0437
 NL0437                         *CURRENT SURVEY CONTROL
 NL0437  ___________________________________________________________________
 NL0437* NAD 83(1986)-  42 01 37.     (N)    095 59 59.     (W)     SCALED    
 NL0437* NAVD 88     -       318.029  (meters)    1043.40   (feet)  ADJUSTED  
 NL0437  ___________________________________________________________________
 NL0437  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 NL0437  DYNAMIC HT  -         317.911 (meters)    1043.01  (feet)  COMP
 NL0437  MODELED GRAV-     980,241.8   (mgal)                       NAVD 88
 NL0437
 NL0437  VERT ORDER  -  SECOND    CLASS 0
 NL0437
 NL0437.The horizontal coordinates were scaled from a topographic map and have
 NL0437.an estimated accuracy of +/- 6 seconds.
 NL0437
 NL0437.The orthometric height was determined by differential leveling
 NL0437.and adjusted by the National Geodetic Survey in June 1991..
 NL0437
 NL0437.The geoid height was determined by GEOID03.
 NL0437
 NL0437.The dynamic height is computed by dividing the NAVD 88
 NL0437.geopotential number by the normal gravity value computed on the
 NL0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0437.degrees latitude (g = 980.6199 gals.).
 NL0437
 NL0437.The modeled gravity was interpolated from observed gravity values.
 NL0437
 NL0437;                    North         East    Units  Estimated Accuracy
 NL0437;SPC IA N     - 1,061,590.    1,293,010.      MT  (+/- 180 meters Scaled)
 NL0437
 NL0437                          SUPERSEDED SURVEY CONTROL
 NL0437
 NL0437  NGVD 29 (??/??/92)  317.879  (m)         1042.91   (f) ADJ UNCH    2 0
 NL0437
 NL0437.Superseded values are not recommended for survey control.
 NL0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0437.See file dsdata.txt to determine how the superseded data were derived.
 NL0437
 NL0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG516571(NAD 83)
 NL0437_MARKER: DB = BENCH MARK DISK
 NL0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0437_STAMPING: P 159 1949
 NL0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0437+STABILITY: SURFACE MOTION
 NL0437
 NL0437  HISTORY     - Date     Condition        Report By
 NL0437  HISTORY     - 1949     MONUMENTED       CGS
 NL0437  HISTORY     - 1982     GOOD             LOCENG
 NL0437
 NL0437                          STATION DESCRIPTION
 NL0437
 NL0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0437'1.9 MI NW FROM TURIN.
 NL0437'1.9 MILES NORTHWEST ALONG STATE HIGHWAYS 37 AND 175 FROM THE
 NL0437'POST OFFICE AT TURIN, 70 FEET NORTH OF THE CENTER LINE OF THE
 NL0437'HIGHWAY, 9 FEET LOWER THAN THE LEVEL OF THE HIGHWAY, 1.9 FEET
 NL0437'EAST OF A POWER POLE, IN LINE WITH A ROW OF POWER POLES, 1.2 FEET
 NL0437'WEST OF A WITNESS POST, SET IN THE TOP OF A 5 FOOT CONCRETE
 NL0437'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 NL0437
 NL0437                          STATION RECOVERY (1982)
 NL0437
 NL0437'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 NL0437'1.9 MILES NORTH WEST ALONG HIGHWAY 175 FROM THE POST OFFICE AT TURN,
 NL0437'70 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 9 FEET LOWER THAN THE
 NL0437'LEVEL OF THE HIGHWAY, 84 FEET EAST OF STATION 241 STAMPED IN THE
 NL0437'HIGHWAY, 146 FEET SOUTH EAST OF A FIELD ENTRANCE, 1.2 FEET SOUTH EAST
 NL0437'OF A WITNESS POST, SET IN THE TOP OF A 5 FOOT CONCRETE POST WHICH
 NL0437'PROJECT 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0554 ***********************************************************************
 OP0554  DESIGNATION -  P 16
 OP0554  PID         -  OP0554
 OP0554  STATE/COUNTY-  IA/O BRIEN
 OP0554  USGS QUAD   -  SHELDON (1964)
 OP0554
 OP0554                         *CURRENT SURVEY CONTROL
 OP0554  ___________________________________________________________________
 OP0554* NAD 83(1986)-  43 14 19.     (N)    095 49 32.     (W)     SCALED    
 OP0554* NAVD 88     -       438.163  (meters)    1437.54   (feet)  ADJUSTED  
 OP0554  ___________________________________________________________________
 OP0554  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 OP0554  DYNAMIC HT  -         438.043 (meters)    1437.15  (feet)  COMP
 OP0554  MODELED GRAV-     980,334.1   (mgal)                       NAVD 88
 OP0554
 OP0554  VERT ORDER  -  SECOND    CLASS 0
 OP0554
 OP0554.The horizontal coordinates were scaled from a topographic map and have
 OP0554.an estimated accuracy of +/- 6 seconds.
 OP0554
 OP0554.The orthometric height was determined by differential leveling
 OP0554.and adjusted by the National Geodetic Survey in June 1991..
 OP0554
 OP0554.The geoid height was determined by GEOID03.
 OP0554
 OP0554.The dynamic height is computed by dividing the NAVD 88
 OP0554.geopotential number by the normal gravity value computed on the
 OP0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0554.degrees latitude (g = 980.6199 gals.).
 OP0554
 OP0554.The modeled gravity was interpolated from observed gravity values.
 OP0554
 OP0554;                    North         East    Units  Estimated Accuracy
 OP0554;SPC IA N     - 1,195,720.    1,311,130.      MT  (+/- 180 meters Scaled)
 OP0554
 OP0554                          SUPERSEDED SURVEY CONTROL
 OP0554
 OP0554  NGVD 29 (??/??/92)  437.976  (m)         1436.93   (f) ADJ UNCH    2 0
 OP0554
 OP0554.Superseded values are not recommended for survey control.
 OP0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0554.See file dsdata.txt to determine how the superseded data were derived.
 OP0554
 OP0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH705911(NAD 83)
 OP0554_MARKER: DB = BENCH MARK DISK
 OP0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0554_STAMPING: P 16 1934
 OP0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0554+STABILITY: SURFACE MOTION
 OP0554
 OP0554  HISTORY     - Date     Condition        Report By
 OP0554  HISTORY     - 1934     MONUMENTED       CGS
 OP0554  HISTORY     - 1971     GOOD             NGS
 OP0554
 OP0554                          STATION DESCRIPTION
 OP0554
 OP0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0554'0.4 MI S FROM RITTER.
 OP0554'0.4 MILE SOUTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 OP0554'RAILWAY FROM THE STATION AT RITTER, OBRIEN COUNTY, 25 FEET SOUTH OF
 OP0554'MILEPOST 207, 45.4 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 18.8
 OP0554'FEET WEST OF THE WEST RAIL OF THE SIDETRACK, AND 1.2 FEET EAST OF THE
 OP0554'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 16 1934 AND SET IN THE
 OP0554'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 OP0554
 OP0554                          STATION RECOVERY (1971)
 OP0554
 OP0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OP0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0127 ***********************************************************************
 MK0127  DESIGNATION -  P 160
 MK0127  PID         -  MK0127
 MK0127  STATE/COUNTY-  IA/MONONA
 MK0127  USGS QUAD   -  BLENCOE (1970)
 MK0127
 MK0127                         *CURRENT SURVEY CONTROL
 MK0127  ___________________________________________________________________
 MK0127* NAD 83(1986)-  41 53 58.     (N)    096 01 02.     (W)     SCALED    
 MK0127* NAVD 88     -       315.816  (meters)    1036.14   (feet)  ADJUSTED  
 MK0127  ___________________________________________________________________
 MK0127  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 MK0127  DYNAMIC HT  -         315.695 (meters)    1035.74  (feet)  COMP
 MK0127  MODELED GRAV-     980,230.6   (mgal)                       NAVD 88
 MK0127
 MK0127  VERT ORDER  -  SECOND    CLASS 0
 MK0127
 MK0127.The horizontal coordinates were scaled from a topographic map and have
 MK0127.an estimated accuracy of +/- 6 seconds.
 MK0127
 MK0127.The orthometric height was determined by differential leveling
 MK0127.and adjusted by the National Geodetic Survey in June 1991..
 MK0127
 MK0127.The geoid height was determined by GEOID03.
 MK0127
 MK0127.The dynamic height is computed by dividing the NAVD 88
 MK0127.geopotential number by the normal gravity value computed on the
 MK0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0127.degrees latitude (g = 980.6199 gals.).
 MK0127
 MK0127.The modeled gravity was interpolated from observed gravity values.
 MK0127
 MK0127;                    North         East    Units  Estimated Accuracy
 MK0127;SPC IA N     - 1,047,480.    1,291,140.      MT  (+/- 180 meters Scaled)
 MK0127
 MK0127                          SUPERSEDED SURVEY CONTROL
 MK0127
 MK0127  NGVD 29 (??/??/92)  315.670  (m)         1035.66   (f) ADJ UNCH    2 0
 MK0127
 MK0127.Superseded values are not recommended for survey control.
 MK0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0127.See file dsdata.txt to determine how the superseded data were derived.
 MK0127
 MK0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM474429(NAD 83)
 MK0127_MARKER: DB = BENCH MARK DISK
 MK0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0127_STAMPING: P 160 1949
 MK0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0127+STABILITY: SURFACE MOTION
 MK0127
 MK0127  HISTORY     - Date     Condition        Report By
 MK0127  HISTORY     - 1949     MONUMENTED       CGS
 MK0127  HISTORY     - 1970     POOR             USGS
 MK0127  HISTORY     - 1981     GOOD             LOCENG
 MK0127
 MK0127                          STATION DESCRIPTION
 MK0127
 MK0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0127'6.7 MI NE FROM LITTLE SIOUX.
 MK0127'1.2 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 MK0127'LITTLE SIOUX, THENCE 0.25 MILE EAST ALONG A GRADED DIRT ROAD,
 MK0127'THENCE 5.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE
 MK0127'EAST ALONG A GRADED DIRT ROAD, 58 FEET WEST OF THE CENTER LINE
 MK0127'OF A DRIVE LEADING SOUTH TO A FARMHOUSE, 34 FEET SOUTH OF THE
 MK0127'CENTER LINE OF THE EAST AND WEST ROAD, 12.7 FEET EAST OF A
 MK0127'LARGE COTTONWOOD TREE, 1.3 FEET WEST OF A WITNESS POST, SET IN
 MK0127'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MK0127'GROUND.  THIS MARK IS 1.25 MILES WEST OF BENCH MARK Y 159.
 MK0127'NOTE-- LOOSE IN GROUND.
 MK0127
 MK0127                          STATION RECOVERY (1970)
 MK0127
 MK0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0127'MARK RECOVERED IN POOR CONDITION.
 MK0127
 MK0127                          STATION RECOVERY (1981)
 MK0127
 MK0127'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MK0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0277 ***********************************************************************
 LF0277  DESIGNATION -  P 161
 LF0277  PID         -  LF0277
 LF0277  STATE/COUNTY-  IA/PAGE
 LF0277  USGS QUAD   -  SHENANDOAH EAST (1978)
 LF0277
 LF0277                         *CURRENT SURVEY CONTROL
 LF0277  ___________________________________________________________________
 LF0277* NAD 83(1986)-  40 52 26.     (N)    095 16 32.     (W)     SCALED    
 LF0277* NAVD 88     -       304.286  (meters)     998.31   (feet)  ADJUSTED  
 LF0277  ___________________________________________________________________
 LF0277  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LF0277  DYNAMIC HT  -         304.126 (meters)     997.79  (feet)  COMP
 LF0277  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 LF0277
 LF0277  VERT ORDER  -  SECOND    CLASS 0
 LF0277
 LF0277.The horizontal coordinates were scaled from a topographic map and have
 LF0277.an estimated accuracy of +/- 6 seconds.
 LF0277
 LF0277.The orthometric height was determined by differential leveling
 LF0277.and adjusted by the National Geodetic Survey in June 1991..
 LF0277
 LF0277.The geoid height was determined by GEOID03.
 LF0277
 LF0277.The dynamic height is computed by dividing the NAVD 88
 LF0277.geopotential number by the normal gravity value computed on the
 LF0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0277.degrees latitude (g = 980.6199 gals.).
 LF0277
 LF0277.The modeled gravity was interpolated from observed gravity values.
 LF0277
 LF0277;                    North         East    Units  Estimated Accuracy
 LF0277;SPC IA S     -    98,570.      350,350.      MT  (+/- 180 meters Scaled)
 LF0277
 LF0277                          SUPERSEDED SURVEY CONTROL
 LF0277
 LF0277  NGVD 29 (??/??/92)  304.180  (m)          997.96   (f) ADJ UNCH    2 0
 LF0277
 LF0277.Superseded values are not recommended for survey control.
 LF0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0277.See file dsdata.txt to determine how the superseded data were derived.
 LF0277
 LF0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF082272(NAD 83)
 LF0277_MARKER: DB = BENCH MARK DISK
 LF0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0277_STAMPING: P 161 1949
 LF0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0277+STABILITY: SURFACE MOTION
 LF0277
 LF0277  HISTORY     - Date     Condition        Report By
 LF0277  HISTORY     - 1949     MONUMENTED       CGS
 LF0277
 LF0277                          STATION DESCRIPTION
 LF0277
 LF0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0277'2.9 MI SW FROM COBURG.
 LF0277'2.9 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0277'RAILWAY FROM THE STATION AT COBURG, 36 FEET SOUTHEAST OF MILEPOST
 LF0277'10, 31 FEET WEST OF THE EAST RIGHT OF WAY FENCE, 18.4 FEET EAST
 LF0277'OF THE EAST RAIL OF THE TRACK, 3.7 FEET NORTH OF A TELEPHONE
 LF0277'POLE, AND IN LINE WITH A ROW OF TELEPHONE POLES, ABOUT 2.0 FEET
 LF0277'LOWER THAN THE TRACK, 1.2 FEET SOUTH OF A REFERENCE POST, AND SET
 LF0277'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 LF0277'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0002 ***********************************************************************
 MJ0002  DESIGNATION -  P 162
 MJ0002  PID         -  MJ0002
 MJ0002  STATE/COUNTY-  IA/GUTHRIE
 MJ0002  USGS QUAD   -  MENLO (1982)
 MJ0002
 MJ0002                         *CURRENT SURVEY CONTROL
 MJ0002  ___________________________________________________________________
 MJ0002* NAD 83(1986)-  41 31 06.     (N)    094 29 09.     (W)     SCALED    
 MJ0002* NAVD 88     -       407.466  (meters)    1336.83   (feet)  ADJUSTED  
 MJ0002  ___________________________________________________________________
 MJ0002  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 MJ0002  DYNAMIC HT  -         407.311 (meters)    1336.32  (feet)  COMP
 MJ0002  MODELED GRAV-     980,230.1   (mgal)                       NAVD 88
 MJ0002
 MJ0002  VERT ORDER  -  FIRST     CLASS II
 MJ0002
 MJ0002.The horizontal coordinates were scaled from a topographic map and have
 MJ0002.an estimated accuracy of +/- 6 seconds.
 MJ0002
 MJ0002.The orthometric height was determined by differential leveling
 MJ0002.and adjusted by the National Geodetic Survey in June 1991..
 MJ0002
 MJ0002.The geoid height was determined by GEOID03.
 MJ0002
 MJ0002.The dynamic height is computed by dividing the NAVD 88
 MJ0002.geopotential number by the normal gravity value computed on the
 MJ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0002.degrees latitude (g = 980.6199 gals.).
 MJ0002
 MJ0002.The modeled gravity was interpolated from observed gravity values.
 MJ0002
 MJ0002;                    North         East    Units  Estimated Accuracy
 MJ0002;SPC IA S     -   169,080.      417,720.      MT  (+/- 180 meters Scaled)
 MJ0002
 MJ0002                          SUPERSEDED SURVEY CONTROL
 MJ0002
 MJ0002  NGVD 29 (??/??/92)  407.416  (m)         1336.66   (f) ADJ UNCH    1 2
 MJ0002
 MJ0002.Superseded values are not recommended for survey control.
 MJ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0002.See file dsdata.txt to determine how the superseded data were derived.
 MJ0002
 MJ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF760973(NAD 83)
 MJ0002_MARKER: DB = BENCH MARK DISK
 MJ0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0002_STAMPING: P 162 1950
 MJ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0002+STABILITY: SURFACE MOTION
 MJ0002
 MJ0002  HISTORY     - Date     Condition        Report By
 MJ0002  HISTORY     - 1950     MONUMENTED       CGS
 MJ0002  HISTORY     - 1969     MARK NOT FOUND   USGS
 MJ0002  HISTORY     - 1980     GOOD             USGS
 MJ0002
 MJ0002                          STATION DESCRIPTION
 MJ0002
 MJ0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0002'2.1 MI NE FROM CASEY.
 MJ0002'2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, ROCK
 MJ0002'ISLAND AND PACIFIC RAILROAD STATION AT CASEY, 85 FEET WEST OF THE
 MJ0002'CENTER OF A GATE, 46 FEET EAST OF A FENCE CORNER, 61 FEET NORTH
 MJ0002'OF HIGHWAY STATION 511, 49.5 FEET NORTH OF THE CENTER LINE OF THE
 MJ0002'HIGHWAY, 14 FEET EAST OF A POWER POLE, 0.6 FOOT SOUTH OF A FENCE,
 MJ0002'1.9 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MJ0002'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MJ0002
 MJ0002                          STATION RECOVERY (1969)
 MJ0002
 MJ0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MJ0002'MARK NOT FOUND.
 MJ0002
 MJ0002                          STATION RECOVERY (1980)
 MJ0002
 MJ0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0181 ***********************************************************************
 MJ0181  CBN         -  This is a Cooperative Base Network Control Station.
 MJ0181  DESIGNATION -  P 163
 MJ0181  PID         -  MJ0181
 MJ0181  STATE/COUNTY-  IA/ADAIR
 MJ0181  USGS QUAD   -  ADAIR SOUTH (1971)
 MJ0181
 MJ0181                         *CURRENT SURVEY CONTROL
 MJ0181  ___________________________________________________________________
 MJ0181* NAD 83(1996)-  41 29 47.96371(N)    094 39 36.29470(W)     ADJUSTED  
 MJ0181* NAVD 88     -       435.981  (meters)    1430.38   (feet)  ADJUSTED  
 MJ0181  ___________________________________________________________________
 MJ0181  X           -    -388,714.959 (meters)                     COMP
 MJ0181  Y           -  -4,768,713.306 (meters)                     COMP
 MJ0181  Z           -   4,204,164.604 (meters)                     COMP
 MJ0181  LAPLACE CORR-          -6.67  (seconds)                    DEFLEC99
 MJ0181  ELLIP HEIGHT-         408.20  (meters)          (07/28/03) GPS OBS
 MJ0181  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 MJ0181  DYNAMIC HT  -         435.821 (meters)    1429.86  (feet)  COMP
 MJ0181  MODELED GRAV-     980,242.5   (mgal)                       NAVD 88
 MJ0181
 MJ0181  HORZ ORDER  -  B
 MJ0181  VERT ORDER  -  FIRST     CLASS II
 MJ0181  ELLP ORDER  -  FOURTH    CLASS I
 MJ0181
 MJ0181.The horizontal coordinates were established by GPS observations
 MJ0181.and adjusted by the National Geodetic Survey in August 1997..
 MJ0181
 MJ0181.The orthometric height was determined by differential leveling
 MJ0181.and adjusted by the National Geodetic Survey in June 1991..
 MJ0181
 MJ0181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ0181
 MJ0181.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0181
 MJ0181.The ellipsoidal height was determined by GPS observations
 MJ0181.and is referenced to NAD 83.
 MJ0181
 MJ0181.The geoid height was determined by GEOID03.
 MJ0181
 MJ0181.The dynamic height is computed by dividing the NAVD 88
 MJ0181.geopotential number by the normal gravity value computed on the
 MJ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0181.degrees latitude (g = 980.6199 gals.).
 MJ0181
 MJ0181.The modeled gravity was interpolated from observed gravity values.
 MJ0181
 MJ0181;                    North         East     Units Scale Factor Converg.
 MJ0181;SPC IA S     -   166,849.468   403,139.213   MT  0.99996166   -0 45 50.9
 MJ0181;UTM  15      - 4,595,223.279   361,435.439   MT  0.99983629   -1 06 00.4
 MJ0181
 MJ0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0181!SPC IA S     -   0.99993598  x   0.99996166  =   0.99989764
 MJ0181!UTM  15      -   0.99993598  x   0.99983629  =   0.99977228
 MJ0181
 MJ0181                          SUPERSEDED SURVEY CONTROL
 MJ0181
 MJ0181  ELLIP H (08/25/97)  408.26   (m)                       GP(       ) 4 1
 MJ0181  NAD 83(1986)-  41 29 47.96824(N)    094 39 36.29812(W) AD(       ) 3
 MJ0181  NAVD 88 (08/25/97)  435.98   (m)         1430.4    (f) LEVELING    3  
 MJ0181  NGVD 29 (??/??/92)  435.932  (m)         1430.22   (f) ADJ UNCH    1 2
 MJ0181
 MJ0181.Superseded values are not recommended for survey control.
 MJ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0181.See file dsdata.txt to determine how the superseded data were derived.
 MJ0181
 MJ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF6143595223(NAD 83)
 MJ0181_MARKER: DB = BENCH MARK DISK
 MJ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0181_SP_SET: CONCRETE POST
 MJ0181_STAMPING: P 163 1950
 MJ0181_MARK LOGO: CGS   
 MJ0181_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0181+STABILITY: SURFACE MOTION
 MJ0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0181+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 MJ0181
 MJ0181  HISTORY     - Date     Condition        Report By
 MJ0181  HISTORY     - 1950     MONUMENTED       CGS
 MJ0181  HISTORY     - 19890707 GOOD             NGS
 MJ0181  HISTORY     - 19960918 GOOD             IADT
 MJ0181  HISTORY     - 20020308 GOOD             JCLS
 MJ0181  HISTORY     - 20030205 GOOD             LOCSUR
 MJ0181
 MJ0181                          STATION DESCRIPTION
 MJ0181
 MJ0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0181'1 MI SW FROM ADAIR.
 MJ0181'1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE CITY WATER TOWER
 MJ0181'AT ADAIR, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 59 FEET SOUTH
 MJ0181'OF THE CENTER LINE OF A DIRT ROAD LEADING WEST, 42 FEET NORTHWEST
 MJ0181'OF THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTHWEST OF A FENCE
 MJ0181'CORNER WHICH IS AT THE SOUTH END OF A GATE, 0.9 FEET SOUTHEAST OF
 MJ0181'A FENCE, 2.3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 MJ0181'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MJ0181
 MJ0181                          STATION RECOVERY (1989)
 MJ0181
 MJ0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0181'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST OF ADAIR, ALONG THE
 MJ0181'NORTHWEST SIDE OF COUNTY ROAD G 30.  OWNERSHIP--DEPARTMENT OF
 MJ0181'TRANSPORTATION, 800 LINCOLN WAY, AMES, IA 50010, PHONE (515) 239-1101.
 MJ0181'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 MJ0181'COUNTY ROAD 54 (EXIT 76), GO NORTH ON COUNTY ROAD 54 FOR 0.5 KM
 MJ0181'(0.30 MI) TO THE JUNCTION OF BROAD STREET (COUNTY ROAD G 30).  TURN
 MJ0181'LEFT ON BROAD STREET (COUNTY ROAD 30) FOR 1.45 KM (0.90 MI) TO THE
 MJ0181'STATION ON THE RIGHT, JUST WEST-SOUTHWEST OF THE JUNCTION OF A GRAVEL
 MJ0181'ROAD.
 MJ0181'THE STATION IS A STANDARD CGS BENCHMARK DISK FLUSH WITH THE GROUND.
 MJ0181'LOCATED 20 M (65.6 FT) SOUTH-SOUTHWEST OF THE JUNCTION OF THE GRAVEL
 MJ0181'ROAD, 12.5 M (41.0 FT) NORTHWEST OF THE CENTER OF COUNTY ROAD G 30,
 MJ0181'0.3 M (1.0 FT) SOUTHEAST OF A WIRE FENCE AND 0.3 M (1.0 FT) NORTHEAST
 MJ0181'OF A FIBERGLASS WITNESS POST.
 MJ0181'DESCRIBED BY M. L. MCCREADY.
 MJ0181
 MJ0181                          STATION RECOVERY (1996)
 MJ0181
 MJ0181'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 MJ0181'RECOVERED AS DESCRIBED.
 MJ0181
 MJ0181                          STATION RECOVERY (2002)
 MJ0181
 MJ0181'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 MJ0181'DESCRIPTION IS ADEQUATE
 MJ0181
 MJ0181                          STATION RECOVERY (2003)
 MJ0181
 MJ0181'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2003 (JES)
 MJ0181'RECOVERED BY J.E. SPANGENBERG OF SNYDER ASSOC. AS DESCRIBED.
 MJ0181' 
 MJ0181'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0118 ***********************************************************************
 NJ0118  DESIGNATION -  P 175
 NJ0118  PID         -  NJ0118
 NJ0118  STATE/COUNTY-  IA/JACKSON
 NJ0118  USGS QUAD   -  GREEN ISLAND (1975)
 NJ0118
 NJ0118                         *CURRENT SURVEY CONTROL
 NJ0118  ___________________________________________________________________
 NJ0118* NAD 83(1986)-  42 11 14.     (N)    090 21 45.     (W)     SCALED    
 NJ0118* NAVD 88     -       187.471  (meters)     615.06   (feet)  ADJUSTED  
 NJ0118  ___________________________________________________________________
 NJ0118  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 NJ0118  DYNAMIC HT  -         187.409 (meters)     614.86  (feet)  COMP
 NJ0118  MODELED GRAV-     980,287.7   (mgal)                       NAVD 88
 NJ0118
 NJ0118  VERT ORDER  -  FIRST     CLASS I
 NJ0118
 NJ0118.The horizontal coordinates were scaled from a topographic map and have
 NJ0118.an estimated accuracy of +/- 6 seconds.
 NJ0118
 NJ0118.The orthometric height was determined by differential leveling
 NJ0118.and adjusted by the National Geodetic Survey in June 1991..
 NJ0118
 NJ0118.The geoid height was determined by GEOID03.
 NJ0118
 NJ0118.The dynamic height is computed by dividing the NAVD 88
 NJ0118.geopotential number by the normal gravity value computed on the
 NJ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0118.degrees latitude (g = 980.6199 gals.).
 NJ0118
 NJ0118.The modeled gravity was interpolated from observed gravity values.
 NJ0118
 NJ0118;                    North         East    Units  Estimated Accuracy
 NJ0118;SPC IA N     - 1,081,140.    1,759,120.      MT  (+/- 180 meters Scaled)
 NJ0118
 NJ0118                          SUPERSEDED SURVEY CONTROL
 NJ0118
 NJ0118  NGVD 29 (??/??/92)  187.506  (m)          615.18   (f) ADJ UNCH    1 1
 NJ0118
 NJ0118.Superseded values are not recommended for survey control.
 NJ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0118.See file dsdata.txt to determine how the superseded data were derived.
 NJ0118
 NJ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG177739(NAD 83)
 NJ0118_MARKER: DB = BENCH MARK DISK
 NJ0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0118_SP_SET: CULVERT
 NJ0118_STAMPING: P 175 1970
 NJ0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0118
 NJ0118  HISTORY     - Date     Condition        Report By
 NJ0118  HISTORY     - 1970     MONUMENTED       NGS
 NJ0118  HISTORY     - 19940917 GOOD             USPSQD
 NJ0118  HISTORY     - 20010331 GOOD             NGS
 NJ0118
 NJ0118                          STATION DESCRIPTION
 NJ0118
 NJ0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0118'6 MI SE FROM BELLEVUE.
 NJ0118'ABOUT 6.05 MILES SOUTHEAST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0118'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, 24 FEET
 NJ0118'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 NJ0118'THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A 6- X
 NJ0118'6-FOOT CONCRETE BOX CULVERT WITH WING WALLS, AND ABOUT 2 FEET
 NJ0118'BELOW THE LEVEL OF THE HIGHWAY.  SECTION 10, T85N, R5E.
 NJ0118
 NJ0118                          STATION RECOVERY (1994)
 NJ0118
 NJ0118'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0118'RECOVERED IN GOOD CONDITION.
 NJ0118
 NJ0118                          STATION RECOVERY (2001)
 NJ0118
 NJ0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0118'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0274 ***********************************************************************
 NJ0274  DESIGNATION -  P 176
 NJ0274  PID         -  NJ0274
 NJ0274  STATE/COUNTY-  IA/DUBUQUE
 NJ0274  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0274
 NJ0274                         *CURRENT SURVEY CONTROL
 NJ0274  ___________________________________________________________________
 NJ0274* NAD 83(1986)-  42 25 47.     (N)    090 37 47.     (W)     SCALED    
 NJ0274* NAVD 88     -       310.187  (meters)    1017.67   (feet)  ADJUSTED  
 NJ0274  ___________________________________________________________________
 NJ0274  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 NJ0274  DYNAMIC HT  -         310.090 (meters)    1017.35  (feet)  COMP
 NJ0274  MODELED GRAV-     980,301.3   (mgal)                       NAVD 88
 NJ0274
 NJ0274  VERT ORDER  -  FIRST     CLASS I
 NJ0274
 NJ0274.The horizontal coordinates were scaled from a topographic map and have
 NJ0274.an estimated accuracy of +/- 6 seconds.
 NJ0274
 NJ0274.The orthometric height was determined by differential leveling
 NJ0274.and adjusted by the National Geodetic Survey in June 1991..
 NJ0274
 NJ0274.The geoid height was determined by GEOID03.
 NJ0274
 NJ0274.The dynamic height is computed by dividing the NAVD 88
 NJ0274.geopotential number by the normal gravity value computed on the
 NJ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0274.degrees latitude (g = 980.6199 gals.).
 NJ0274
 NJ0274.The modeled gravity was interpolated from observed gravity values.
 NJ0274
 NJ0274;                    North         East    Units  Estimated Accuracy
 NJ0274;SPC IA N     - 1,107,280.    1,736,140.      MT  (+/- 180 meters Scaled)
 NJ0274
 NJ0274                          SUPERSEDED SURVEY CONTROL
 NJ0274
 NJ0274  NGVD 29 (??/??/92)  310.234  (m)         1017.83   (f) ADJ UNCH    1 1
 NJ0274
 NJ0274.Superseded values are not recommended for survey control.
 NJ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0274.See file dsdata.txt to determine how the superseded data were derived.
 NJ0274
 NJ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH949002(NAD 83)
 NJ0274_MARKER: DB = BENCH MARK DISK
 NJ0274_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0274_SP_SET: ROCK OUTCROP
 NJ0274_STAMPING: P 176 1970
 NJ0274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0274+STABILITY: POSITION/ELEVATION WELL
 NJ0274
 NJ0274  HISTORY     - Date     Condition        Report By
 NJ0274  HISTORY     - 1970     MONUMENTED       NGS
 NJ0274  HISTORY     - 20060730 MARK NOT FOUND   GEOCAC
 NJ0274
 NJ0274                          STATION DESCRIPTION
 NJ0274
 NJ0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0274'6.2 MI SE FROM DUBUQUE.
 NJ0274'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0274'AT DUBUQUE, THENCE 2.45 MILES SOUTH ALONG U.S. HIGHWAYS 52, 61
 NJ0274'AND 151, THENCE 3.3 MILES SOUTHEAST ALONG U.S. HIGHWAYS 52
 NJ0274'AND 67, 135 YARDS SOUTHEAST OF THE CENTER LINE OF A PRIVATE
 NJ0274'ROAD WHICH LEADS WEST, 45 FEET SOUTHWEST OF THE CENTER LINE OF
 NJ0274'THE HIGHWAY, SET IN THE TOP OF THE EAST END OF A LONG ROCK
 NJ0274'OUTCROP WHICH IS LEVEL WITH THE GROUND, AND ABOUT LEVEL WITH
 NJ0274'THE HIGHWAY.  SECTION 17, T 88N, R 3E.
 NJ0274
 NJ0274                          STATION RECOVERY (2006)
 NJ0274
 NJ0274'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0274'THE HIGHWAY HAS BEEN REGRADED AND WIDENED.  A THOROUGH SEARCH OF THE
 NJ0274'ROCK WALL AT THIS LOCATION PRODUCED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0355 ***********************************************************************
 NJ0355  DESIGNATION -  P 177
 NJ0355  PID         -  NJ0355
 NJ0355  STATE/COUNTY-  IA/DUBUQUE
 NJ0355  USGS QUAD   -  SHERRILL (1972)
 NJ0355
 NJ0355                         *CURRENT SURVEY CONTROL
 NJ0355  ___________________________________________________________________
 NJ0355* NAD 83(1986)-  42 33 37.     (N)    090 46 28.     (W)     SCALED    
 NJ0355* NAVD 88     -       197.141  (meters)     646.79   (feet)  ADJUSTED  
 NJ0355  ___________________________________________________________________
 NJ0355  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 NJ0355  DYNAMIC HT  -         197.082 (meters)     646.59  (feet)  COMP
 NJ0355  MODELED GRAV-     980,319.3   (mgal)                       NAVD 88
 NJ0355
 NJ0355  VERT ORDER  -  FIRST     CLASS I
 NJ0355
 NJ0355.The horizontal coordinates were scaled from a topographic map and have
 NJ0355.an estimated accuracy of +/- 6 seconds.
 NJ0355
 NJ0355.The orthometric height was determined by differential leveling
 NJ0355.and adjusted by the National Geodetic Survey in June 1991..
 NJ0355
 NJ0355.The geoid height was determined by GEOID03.
 NJ0355
 NJ0355.The dynamic height is computed by dividing the NAVD 88
 NJ0355.geopotential number by the normal gravity value computed on the
 NJ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0355.degrees latitude (g = 980.6199 gals.).
 NJ0355
 NJ0355.The modeled gravity was interpolated from observed gravity values.
 NJ0355
 NJ0355;                    North         East    Units  Estimated Accuracy
 NJ0355;SPC IA N     - 1,121,380.    1,723,770.      MT  (+/- 180 meters Scaled)
 NJ0355
 NJ0355                          SUPERSEDED SURVEY CONTROL
 NJ0355
 NJ0355  NGVD 29 (??/??/92)  197.184  (m)          646.93   (f) ADJ UNCH    1 1
 NJ0355
 NJ0355.Superseded values are not recommended for survey control.
 NJ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0355.See file dsdata.txt to determine how the superseded data were derived.
 NJ0355
 NJ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH826143(NAD 83)
 NJ0355_MARKER: DB = BENCH MARK DISK
 NJ0355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0355_SP_SET: BRIDGE
 NJ0355_STAMPING: P 177 1970
 NJ0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0355
 NJ0355  HISTORY     - Date     Condition        Report By
 NJ0355  HISTORY     - 1970     MONUMENTED       NGS
 NJ0355  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0355
 NJ0355                          STATION DESCRIPTION
 NJ0355
 NJ0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0355'3.3 MI W FROM SAGEVILLE.
 NJ0355'ABOUT 3.3 MILES WEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0355'FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE,
 NJ0355'0.15 MILE NORTHEAST OF THE TIGGS HOME FURNISHINGS AT DURANGO,
 NJ0355'25 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 NJ0355'THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE HEADWALL OF A
 NJ0355'12- X 51-FOOT CONCRETE HIGHWAY BRIDGE, AND ABOUT 3 FEET BELOW
 NJ0355'THE LEVEL OF THE HIGHWAY.  SECTION 31, T90N, R2E
 NJ0355
 NJ0355                          STATION RECOVERY (2001)
 NJ0355
 NJ0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0355'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0431 ***********************************************************************
 NJ0431  DESIGNATION -  P 178
 NJ0431  PID         -  NJ0431
 NJ0431  STATE/COUNTY-  IA/DUBUQUE
 NJ0431  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0431
 NJ0431                         *CURRENT SURVEY CONTROL
 NJ0431  ___________________________________________________________________
 NJ0431* NAD 83(1986)-  42 38 06.     (N)    091 04 26.     (W)     SCALED    
 NJ0431* NAVD 88     -       345.480  (meters)    1133.46   (feet)  ADJUSTED  
 NJ0431  ___________________________________________________________________
 NJ0431  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 NJ0431  DYNAMIC HT  -         345.377 (meters)    1133.12  (feet)  COMP
 NJ0431  MODELED GRAV-     980,312.5   (mgal)                       NAVD 88
 NJ0431
 NJ0431  VERT ORDER  -  FIRST     CLASS I
 NJ0431
 NJ0431.The horizontal coordinates were scaled from a topographic map and have
 NJ0431.an estimated accuracy of +/- 6 seconds.
 NJ0431
 NJ0431.The orthometric height was determined by differential leveling
 NJ0431.and adjusted by the National Geodetic Survey in June 1991..
 NJ0431
 NJ0431.The geoid height was determined by GEOID03.
 NJ0431
 NJ0431.The dynamic height is computed by dividing the NAVD 88
 NJ0431.geopotential number by the normal gravity value computed on the
 NJ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0431.degrees latitude (g = 980.6199 gals.).
 NJ0431
 NJ0431.The modeled gravity was interpolated from observed gravity values.
 NJ0431
 NJ0431;                    North         East    Units  Estimated Accuracy
 NJ0431;SPC IA N     - 1,128,930.    1,698,960.      MT  (+/- 180 meters Scaled)
 NJ0431
 NJ0431                          SUPERSEDED SURVEY CONTROL
 NJ0431
 NJ0431  NGVD 29 (??/??/92)  345.522  (m)         1133.60   (f) ADJ UNCH    1 1
 NJ0431
 NJ0431.Superseded values are not recommended for survey control.
 NJ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0431.See file dsdata.txt to determine how the superseded data were derived.
 NJ0431
 NJ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH579220(NAD 83)
 NJ0431_MARKER: DB = BENCH MARK DISK
 NJ0431_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0431_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0431_STAMPING: P 178 1970
 NJ0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0431
 NJ0431  HISTORY     - Date     Condition        Report By
 NJ0431  HISTORY     - 1970     MONUMENTED       NGS
 NJ0431  HISTORY     - 1973     GOOD             NGS
 NJ0431  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0431
 NJ0431                          STATION DESCRIPTION
 NJ0431
 NJ0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0431'2.2 MI N FROM LUXEMBURG.
 NJ0431'ABOUT 2.25 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE HOLY TRINITY
 NJ0431'CHURCH AT LUXEMBURG, 208 FEET WEST OF THE CENTER LINE OF THE
 NJ0431'HIGHWAY, 31 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD,
 NJ0431'147 FEET WEST OF A CORNER FENCE POST, 50 FEET EAST OF A TELEPHONE
 NJ0431'POLE, 1 FOOT SOUTH OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS
 NJ0431'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE GRAVELED ROAD,
 NJ0431'AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 1 INCH.
 NJ0431'SECTION 4, T 90N, R 2W
 NJ0431
 NJ0431                          STATION RECOVERY (1973)
 NJ0431
 NJ0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NJ0431'RECOVERED IN GOOD CONDITION.
 NJ0431
 NJ0431                          STATION RECOVERY (2001)
 NJ0431
 NJ0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0431'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0432 ***********************************************************************
 NJ0432  DESIGNATION -  P 178 RESET
 NJ0432  PID         -  NJ0432
 NJ0432  STATE/COUNTY-  IA/DUBUQUE
 NJ0432  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0432
 NJ0432                         *CURRENT SURVEY CONTROL
 NJ0432  ___________________________________________________________________
 NJ0432* NAD 83(1986)-  42 38 06.     (N)    091 04 26.     (W)     SCALED    
 NJ0432* NAVD 88     -       348.51   (meters)    1143.4    (feet)  RESET     
 NJ0432  ___________________________________________________________________
 NJ0432  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 NJ0432
 NJ0432  VERT ORDER  -  THIRD
 NJ0432
 NJ0432.The horizontal coordinates were scaled from a topographic map and have
 NJ0432.an estimated accuracy of +/- 6 seconds.
 NJ0432
 NJ0432.The orthometric height was computed from unverified reset data.
 NJ0432
 NJ0432.The geoid height was determined by GEOID03.
 NJ0432
 NJ0432;                    North         East    Units  Estimated Accuracy
 NJ0432;SPC IA N     - 1,128,930.    1,698,960.      MT  (+/- 180 meters Scaled)
 NJ0432
 NJ0432                          SUPERSEDED SURVEY CONTROL
 NJ0432
 NJ0432.No superseded survey control is available for this station.
 NJ0432
 NJ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH579220(NAD 83)
 NJ0432_MARKER: DB = BENCH MARK DISK
 NJ0432_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NJ0432+WITH SETTING: INTO GROUND
 NJ0432_STAMPING: P 178 RESET 1973
 NJ0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0432+STABILITY: SURFACE MOTION
 NJ0432
 NJ0432  HISTORY     - Date     Condition        Report By
 NJ0432  HISTORY     - 1973     MONUMENTED       NGS
 NJ0432
 NJ0432                          STATION DESCRIPTION
 NJ0432
 NJ0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NJ0432'2.2 MI N FROM LUXEMBURG.
 NJ0432'TO REACH THE BENCH MARK FROM THE HOLY TRINITY CHURCH AT LUXEMBURG,
 NJ0432'GO NORTH ON U.S. HIGHWAY 52 FOR 2.25 MILES TO A SIDE ROAD ON
 NJ0432'THE LEFT, TURN LEFT AND GO WEST ON THE GRAVELED ROAD ABOUT 0.05
 NJ0432'MILE TO THE BENCH MARK ON THE LEFT, ON THE SOUTH RIGHT-OF-WAY
 NJ0432'EDGE FOR THE COUNTY ROAD AND JUST WEST OF THE WEST EDGE OF THE
 NJ0432'U.S. HIGHWAY 52 RIGHT-OF-WAY, 66 FEET SOUTH OF THE CENTER
 NJ0432'OF THE COUNTY ROAD, 1 FOOT EAST OF A METAL WITNESS POST AND ON
 NJ0432'THE TOP OF A HILL.  THE BENCH MARK IS A STANDARD DISK STAMPED
 NJ0432'P 178 RESET 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 NJ0432'ROD WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED
 NJ0432'IN A PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0389 ***********************************************************************
 NJ0389  DESIGNATION -  P 179
 NJ0389  PID         -  NJ0389
 NJ0389  STATE/COUNTY-  IA/CLAYTON
 NJ0389  USGS QUAD   -  GUTTENBERG (1978)
 NJ0389
 NJ0389                         *CURRENT SURVEY CONTROL
 NJ0389  ___________________________________________________________________
 NJ0389* NAD 83(1986)-  42 46 51.     (N)    091 05 52.     (W)     SCALED    
 NJ0389* NAVD 88     -       189.368  (meters)     621.28   (feet)  ADJUSTED  
 NJ0389  ___________________________________________________________________
 NJ0389  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 NJ0389  DYNAMIC HT  -         189.317 (meters)     621.12  (feet)  COMP
 NJ0389  MODELED GRAV-     980,346.2   (mgal)                       NAVD 88
 NJ0389
 NJ0389  VERT ORDER  -  FIRST     CLASS I
 NJ0389
 NJ0389.The horizontal coordinates were scaled from a topographic map and have
 NJ0389.an estimated accuracy of +/- 6 seconds.
 NJ0389
 NJ0389.The orthometric height was determined by differential leveling
 NJ0389.and adjusted by the National Geodetic Survey in June 1991..
 NJ0389
 NJ0389.The geoid height was determined by GEOID03.
 NJ0389
 NJ0389.The dynamic height is computed by dividing the NAVD 88
 NJ0389.geopotential number by the normal gravity value computed on the
 NJ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0389.degrees latitude (g = 980.6199 gals.).
 NJ0389
 NJ0389.The modeled gravity was interpolated from observed gravity values.
 NJ0389
 NJ0389;                    North         East    Units  Estimated Accuracy
 NJ0389;SPC IA N     - 1,145,060.    1,696,540.      MT  (+/- 180 meters Scaled)
 NJ0389
 NJ0389                          SUPERSEDED SURVEY CONTROL
 NJ0389
 NJ0389  NGVD 29 (??/??/92)  189.415  (m)          621.44   (f) ADJ UNCH    1 1
 NJ0389
 NJ0389.Superseded values are not recommended for survey control.
 NJ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0389.See file dsdata.txt to determine how the superseded data were derived.
 NJ0389
 NJ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH555382(NAD 83)
 NJ0389_MARKER: DB = BENCH MARK DISK
 NJ0389_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0389_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0389_STAMPING: P 179 1970
 NJ0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0389
 NJ0389  HISTORY     - Date     Condition        Report By
 NJ0389  HISTORY     - 1970     MONUMENTED       NGS
 NJ0389
 NJ0389                          STATION DESCRIPTION
 NJ0389
 NJ0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0389'AT GUTTENBERG.
 NJ0389'AT GUTTENBERG, 86.5 FEET SOUTH-SOUTHEAST OF THE CHICAGO, MILWAUKEE,
 NJ0389'ST. PAUL AND PACIFIC RAILROAD STATION, 29.5 FEET EAST OF THE
 NJ0389'EAST RAIL OF THE MAIN TRACK, 159 FEET SOUTH-SOUTHWEST OF THE
 NJ0389'SOUTHWEST CORNER OF THE CATHOLIC CHURCH, 46 FEET NORTH OF THE
 NJ0389'CENTER LINE OF SHILLER STREET, 16.5 FEET NORTH OF A METAL FENCE
 NJ0389'POST AT THE SOUTH END OF A CHAIN LINK FENCE, 13.5 FEET NORTHWEST
 NJ0389'OF A 30-INCH ELM TREE, 0.7 FOOT EAST OF THE FENCE, ABOUT 1 FOOT
 NJ0389'ABOVE THE LEVEL OF THE TRACK, AND BRAZED ON THE TOP OF A 3-INCH
 NJ0389'IRON PIPE WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 NJ0389'SECTION 17, T92N, R2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK2144 ***********************************************************************
 MK2144  DESIGNATION -  P 180
 MK2144  PID         -  MK2144
 MK2144  STATE/COUNTY-  IA/HARRISON
 MK2144  USGS QUAD   -  MODALE (1970)
 MK2144
 MK2144                         *CURRENT SURVEY CONTROL
 MK2144  ___________________________________________________________________
 MK2144* NAD 83(1986)-  41 37 03.     (N)    096 00 35.     (W)     SCALED    
 MK2144* NAVD 88     -       308.531  (meters)    1012.24   (feet)  ADJUSTED  
 MK2144  ___________________________________________________________________
 MK2144  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 MK2144  DYNAMIC HT  -         308.394 (meters)    1011.79  (feet)  COMP
 MK2144  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 MK2144
 MK2144  VERT ORDER  -  FIRST     CLASS II
 MK2144
 MK2144.The horizontal coordinates were scaled from a topographic map and have
 MK2144.an estimated accuracy of +/- 6 seconds.
 MK2144
 MK2144.The orthometric height was determined by differential leveling
 MK2144.and adjusted by the National Geodetic Survey in June 1991..
 MK2144
 MK2144.The geoid height was determined by GEOID03.
 MK2144
 MK2144.The dynamic height is computed by dividing the NAVD 88
 MK2144.geopotential number by the normal gravity value computed on the
 MK2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2144.degrees latitude (g = 980.6199 gals.).
 MK2144
 MK2144.The modeled gravity was interpolated from observed gravity values.
 MK2144
 MK2144;                    North         East    Units  Estimated Accuracy
 MK2144;SPC IA S     -   182,640.      290,860.      MT  (+/- 180 meters Scaled)
 MK2144
 MK2144                          SUPERSEDED SURVEY CONTROL
 MK2144
 MK2144.No superseded survey control is available for this station.
 MK2144
 MK2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM491116(NAD 83)
 MK2144_MARKER: I = METAL ROD
 MK2144_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MK2144_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MK2144_STAMPING: P 180 1989
 MK2144_MARK LOGO: NGS   
 MK2144_PROJECTION: FLUSH
 MK2144_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK2144+STABILITY: POSITION/ELEVATION WELL
 MK2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2144+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2144_ROD/PIPE-DEPTH: 12.5 meters
 MK2144_SLEEVE-DEPTH  : 4.7 meters
 MK2144
 MK2144  HISTORY     - Date     Condition        Report By
 MK2144  HISTORY     - 1989     MONUMENTED       NGS
 MK2144
 MK2144                          STATION DESCRIPTION
 MK2144
 MK2144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2144'IN MODALE, AT THE INTERSECTION OF STATION AND HOWARD STREETS, IN THE
 MK2144'NORTHEAST CORNER OF THE CITY PARK, 58.8 M (192.9 FT) EAST OF THE
 MK2144'CENTER OF STATION STREET, 25.6 M (84.0 FT) WEST OF THE NEAR RAIL OF
 MK2144'THE CHICAGO AND NORTHWESTERN RAILROAD, 23.0 M (75.5 FT) SOUTH OF THE
 MK2144'EXTENDED CENTER OF HOWARD STREET, 2.5 M (8.2 FT) WEST OF THE SOUTHWEST
 MK2144'CORNER OF A RESTROOM, AND LEVEL WITH THE STREETS.  NOTE--ACCESS TO
 MK2144'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1905 ***********************************************************************
 NM1905  DESIGNATION -  P 181
 NM1905  PID         -  NM1905
 NM1905  STATE/COUNTY-  IA/MONONA
 NM1905  USGS QUAD   -  SLOAN (1969)
 NM1905
 NM1905                         *CURRENT SURVEY CONTROL
 NM1905  ___________________________________________________________________
 NM1905* NAD 83(1986)-  42 11 35.     (N)    096 11 56.     (W)     SCALED    
 NM1905* NAVD 88     -       324.958  (meters)    1066.13   (feet)  ADJUSTED  
 NM1905  ___________________________________________________________________
 NM1905  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 NM1905  DYNAMIC HT  -         324.848 (meters)    1065.77  (feet)  COMP
 NM1905  MODELED GRAV-     980,272.0   (mgal)                       NAVD 88
 NM1905
 NM1905  VERT ORDER  -  FIRST     CLASS II
 NM1905
 NM1905.The horizontal coordinates were scaled from a topographic map and have
 NM1905.an estimated accuracy of +/- 6 seconds.
 NM1905
 NM1905.The orthometric height was determined by differential leveling
 NM1905.and adjusted by the National Geodetic Survey in June 1991..
 NM1905
 NM1905.The geoid height was determined by GEOID03.
 NM1905
 NM1905.The dynamic height is computed by dividing the NAVD 88
 NM1905.geopotential number by the normal gravity value computed on the
 NM1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1905.degrees latitude (g = 980.6199 gals.).
 NM1905
 NM1905.The modeled gravity was interpolated from observed gravity values.
 NM1905
 NM1905;                    North         East    Units  Estimated Accuracy
 NM1905;SPC IA N     - 1,080,540.    1,277,120.      MT  (+/- 180 meters Scaled)
 NM1905
 NM1905                          SUPERSEDED SURVEY CONTROL
 NM1905
 NM1905.No superseded survey control is available for this station.
 NM1905
 NM1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM312750(NAD 83)
 NM1905_MARKER: I = METAL ROD
 NM1905_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NM1905_SP_SET: STAINLESS STEEL ROD
 NM1905_STAMPING: P 181 1989
 NM1905_MARK LOGO: NGS   
 NM1905_PROJECTION: FLUSH
 NM1905_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1905+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NM1905_ROD/PIPE-DEPTH: 28.6 meters
 NM1905
 NM1905  HISTORY     - Date     Condition        Report By
 NM1905  HISTORY     - 1989     MONUMENTED       NGS
 NM1905
 NM1905                          STATION DESCRIPTION
 NM1905
 NM1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1905'4.5 KM (2.80 MI) SOUTHEASTERLY ALONG COUNTY ROAD K 45 FRON ITS
 NM1905'JUNCTION WITH STATE HIGHWAY 141 IN SLOAN, 51.0 M (167.3 FT) SOUTHEAST
 NM1905'OF A FIELD ENTRANCE, 18.2 M (59.7 FT) NORTHEAST OF THE CENTERLINE OF
 NM1905'THE ROAD, 5.0 M (16.4 FT) NORTHWEST OF A FENCE CORNER, 0.3 M (1.0 FT)
 NM1905'NORTHWEST OF A VERTICAL RAIL THAT PROJECTS 0.3 M (1.0 FT) ABOVE THE
 NM1905'GROUND SURFACE, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE,
 NM1905'AND LEVEL WITH THE ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NM1905'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1395 ***********************************************************************
 MJ1395  DESIGNATION -  P 182
 MJ1395  PID         -  MJ1395
 MJ1395  STATE/COUNTY-  IA/MILLS
 MJ1395  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ1395
 MJ1395                         *CURRENT SURVEY CONTROL
 MJ1395  ___________________________________________________________________
 MJ1395* NAD 83(1986)-  41 04 52.     (N)    095 48 54.     (W)     SCALED    
 MJ1395* NAVD 88     -       295.786  (meters)     970.42   (feet)  ADJUSTED  
 MJ1395  ___________________________________________________________________
 MJ1395  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 MJ1395  DYNAMIC HT  -         295.664 (meters)     970.02  (feet)  COMP
 MJ1395  MODELED GRAV-     980,202.2   (mgal)                       NAVD 88
 MJ1395
 MJ1395  VERT ORDER  -  FIRST     CLASS II
 MJ1395
 MJ1395.The horizontal coordinates were scaled from a topographic map and have
 MJ1395.an estimated accuracy of +/- 6 seconds.
 MJ1395
 MJ1395.The orthometric height was determined by differential leveling
 MJ1395.and adjusted by the National Geodetic Survey in June 1991..
 MJ1395
 MJ1395.The geoid height was determined by GEOID03.
 MJ1395
 MJ1395.The dynamic height is computed by dividing the NAVD 88
 MJ1395.geopotential number by the normal gravity value computed on the
 MJ1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1395.degrees latitude (g = 980.6199 gals.).
 MJ1395
 MJ1395.The modeled gravity was interpolated from observed gravity values.
 MJ1395
 MJ1395;                    North         East    Units  Estimated Accuracy
 MJ1395;SPC IA S     -   122,640.      305,500.      MT  (+/- 180 meters Scaled)
 MJ1395
 MJ1395                          SUPERSEDED SURVEY CONTROL
 MJ1395
 MJ1395.No superseded survey control is available for this station.
 MJ1395
 MJ1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF635515(NAD 83)
 MJ1395_MARKER: I = METAL ROD
 MJ1395_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1395_SP_SET: STAINLESS STEEL ROD
 MJ1395_STAMPING: P 182 1989
 MJ1395_MARK LOGO: NGS   
 MJ1395_PROJECTION: FLUSH
 MJ1395_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1395+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1395_ROD/PIPE-DEPTH: 12.9 meters
 MJ1395
 MJ1395  HISTORY     - Date     Condition        Report By
 MJ1395  HISTORY     - 1989     MONUMENTED       NGS
 MJ1395
 MJ1395                          STATION DESCRIPTION
 MJ1395
 MJ1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1395'7.1 KM (4.40 MI) NORTHERLY ALONG COUNTY ROAD L 31 FROM THE JUNCTION OF
 MJ1395'STATE HIGHWAY 385 BUSINESS IN PACIFIC JUNCTION, 13.5 M (44.3 FT) WEST
 MJ1395'OF THE CENTERLINE OF THE ROAD, 13.0 M (42.7 FT) SOUTHWEST OF THE
 MJ1395'EXTENDED CENTER OF A DRIVEWAY LEADING EAST TO THE MOORE RESIDENCE,
 MJ1395'12.3 M (40.4 FT) NORTH OF THE NORTH END OF A CULVERT HEADWALL, 7.5 M
 MJ1395'(24.6 FT) ) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 1.7 M
 MJ1395'(5.6 FT) BELOW THE LEVEL OF THE ROAD, 1.5 M (4.9 FT) SOUTH OF A
 MJ1395'UTILITY POLE WITH A GUY WIRE, AND 0.3 M (1.0 FT) EAST OF A WITNESS
 MJ1395'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9286 ***********************************************************************
 AE9286  DESIGNATION -  P 183
 AE9286  PID         -  AE9286
 AE9286  STATE/COUNTY-  IA/HARRISON
 AE9286  USGS QUAD   -  LITTLE SIOUX (1970)
 AE9286
 AE9286                         *CURRENT SURVEY CONTROL
 AE9286  ___________________________________________________________________
 AE9286* NAD 83(1986)-  41 48 30.     (N)    096 00 11.     (W)     SCALED    
 AE9286* NAVD 88     -       324.046  (meters)    1063.14   (feet)  ADJUSTED  
 AE9286  ___________________________________________________________________
 AE9286  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AE9286  DYNAMIC HT  -         323.914 (meters)    1062.71  (feet)  COMP
 AE9286  MODELED GRAV-     980,209.5   (mgal)                       NAVD 88
 AE9286
 AE9286  VERT ORDER  -  FIRST     CLASS II
 AE9286
 AE9286.The horizontal coordinates were scaled from a topographic map and have
 AE9286.an estimated accuracy of +/- 6 seconds.
 AE9286
 AE9286.The orthometric height was determined by differential leveling
 AE9286.and adjusted by the National Geodetic Survey in July 2002..
 AE9286
 AE9286.The geoid height was determined by GEOID03.
 AE9286
 AE9286.The dynamic height is computed by dividing the NAVD 88
 AE9286.geopotential number by the normal gravity value computed on the
 AE9286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9286.degrees latitude (g = 980.6199 gals.).
 AE9286
 AE9286.The modeled gravity was interpolated from observed gravity values.
 AE9286
 AE9286;                    North         East    Units  Estimated Accuracy
 AE9286;SPC IA S     -   203,810.      292,030.      MT  (+/- 180 meters Scaled)
 AE9286
 AE9286                          SUPERSEDED SURVEY CONTROL
 AE9286
 AE9286.No superseded survey control is available for this station.
 AE9286
 AE9286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM489328(NAD 83)
 AE9286_MARKER: I = METAL ROD
 AE9286_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9286_STAMPING: P 183 1997
 AE9286_MARK LOGO: NGS   
 AE9286_PROJECTION: FLUSH
 AE9286_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9286+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9286_ROD/PIPE-DEPTH: 7.3  meters
 AE9286_SLEEVE-DEPTH  : 0.9 meters
 AE9286
 AE9286  HISTORY     - Date     Condition        Report By
 AE9286  HISTORY     - 1997     MONUMENTED       NGS
 AE9286
 AE9286                          STATION DESCRIPTION
 AE9286
 AE9286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9286'1.8 KM (1.10 MI) EASTERLY ALONG MULBERRY STREET AND THEN 138TH TRAIL
 AE9286'FROM THE POST OFFICE IN LITTLE SIOUX, 32.3 M (106.0 FT) SOUTH OF THE
 AE9286'TRAIL CENTER, 13.0 M (42.7 FT) EAST OF THE CENTER OF LARPENTEUR
 AE9286'MEMORIAL ROAD, 5.7 M (18.7 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE
 AE9286'AND A DOUBLE GATE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3
 AE9286'M (1.0 FT) WEST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM
 AE9286'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AE9286'THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0154 ***********************************************************************
 OP0154  DESIGNATION -  P 19
 OP0154  PID         -  OP0154
 OP0154  STATE/COUNTY-  IA/EMMET
 OP0154  USGS QUAD   -  WALLINGFORD (1972)
 OP0154
 OP0154                         *CURRENT SURVEY CONTROL
 OP0154  ___________________________________________________________________
 OP0154* NAD 83(1986)-  43 20 51.     (N)    094 47 48.     (W)     SCALED    
 OP0154* NAVD 88     -       387.512  (meters)    1271.36   (feet)  ADJUSTED  
 OP0154  ___________________________________________________________________
 OP0154  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 OP0154  DYNAMIC HT  -         387.401 (meters)    1271.00  (feet)  COMP
 OP0154  MODELED GRAV-     980,324.8   (mgal)                       NAVD 88
 OP0154
 OP0154  VERT ORDER  -  SECOND    CLASS 0
 OP0154
 OP0154.The horizontal coordinates were scaled from a topographic map and have
 OP0154.an estimated accuracy of +/- 6 seconds.
 OP0154
 OP0154.The orthometric height was determined by differential leveling
 OP0154.and adjusted by the National Geodetic Survey in June 1991..
 OP0154
 OP0154.The geoid height was determined by GEOID03.
 OP0154
 OP0154.The dynamic height is computed by dividing the NAVD 88
 OP0154.geopotential number by the normal gravity value computed on the
 OP0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0154.degrees latitude (g = 980.6199 gals.).
 OP0154
 OP0154.The modeled gravity was interpolated from observed gravity values.
 OP0154
 OP0154;                    North         East    Units  Estimated Accuracy
 OP0154;SPC IA N     - 1,206,030.    1,394,870.      MT  (+/- 180 meters Scaled)
 OP0154
 OP0154                          SUPERSEDED SURVEY CONTROL
 OP0154
 OP0154  NGVD 29 (??/??/92)  387.393  (m)         1270.97   (f) ADJ UNCH    2 0
 OP0154
 OP0154.Superseded values are not recommended for survey control.
 OP0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0154.See file dsdata.txt to determine how the superseded data were derived.
 OP0154
 OP0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ543009(NAD 83)
 OP0154_MARKER: DB = BENCH MARK DISK
 OP0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0154_STAMPING: P 19 1934
 OP0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0154+STABILITY: SURFACE MOTION
 OP0154
 OP0154  HISTORY     - Date     Condition        Report By
 OP0154  HISTORY     - 1934     MONUMENTED       CGS
 OP0154
 OP0154                          STATION DESCRIPTION
 OP0154
 OP0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0154'2.0 MI NW FROM WALLINGFORD.
 OP0154'2.0 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 OP0154'FROM THE STATION AT WALLINGFORD, EMMET COUNTY, 0.6 MILE SOUTHWEST OF A
 OP0154'FARMHOUSE, 46.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 OP0154'TRACK, 19.5 FEET NORTHEAST OF MILEPOLE 202+20, AND 1.5 FEET SOUTHWEST
 OP0154'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 19 1934 AND SET
 OP0154'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0027 ***********************************************************************
 NL0027  DESIGNATION -  P 2
 NL0027  PID         -  NL0027
 NL0027  STATE/COUNTY-  IA/WEBSTER
 NL0027  USGS QUAD   -  FORT DODGE NORTH (1979)
 NL0027
 NL0027                         *CURRENT SURVEY CONTROL
 NL0027  ___________________________________________________________________
 NL0027* NAD 83(1986)-  42 32 41.     (N)    094 09 10.     (W)     SCALED    
 NL0027* NAVD 88     -       340.682  (meters)    1117.72   (feet)  ADJUSTED  
 NL0027  ___________________________________________________________________
 NL0027  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 NL0027  DYNAMIC HT  -         340.575 (meters)    1117.37  (feet)  COMP
 NL0027  MODELED GRAV-     980,297.8   (mgal)                       NAVD 88
 NL0027
 NL0027  VERT ORDER  -  FIRST     CLASS II
 NL0027
 NL0027.The horizontal coordinates were scaled from a topographic map and have
 NL0027.an estimated accuracy of +/- 6 seconds.
 NL0027
 NL0027.The orthometric height was determined by differential leveling
 NL0027.and adjusted by the National Geodetic Survey in June 1991..
 NL0027
 NL0027.The geoid height was determined by GEOID03.
 NL0027
 NL0027.The dynamic height is computed by dividing the NAVD 88
 NL0027.geopotential number by the normal gravity value computed on the
 NL0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0027.degrees latitude (g = 980.6199 gals.).
 NL0027
 NL0027.The modeled gravity was interpolated from observed gravity values.
 NL0027
 NL0027;                    North         East    Units  Estimated Accuracy
 NL0027;SPC IA N     - 1,116,250.    1,446,380.      MT  (+/- 180 meters Scaled)
 NL0027
 NL0027                          SUPERSEDED SURVEY CONTROL
 NL0027
 NL0027  NGVD 29 (??/??/92)  340.640  (m)         1117.58   (f) ADJ UNCH    1 2
 NL0027
 NL0027.Superseded values are not recommended for survey control.
 NL0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0027.See file dsdata.txt to determine how the superseded data were derived.
 NL0027
 NL0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH053109(NAD 83)
 NL0027_MARKER: DB = BENCH MARK DISK
 NL0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0027_STAMPING: 1117.583 P 2 1930
 NL0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0027+STABILITY: SURFACE MOTION
 NL0027
 NL0027  HISTORY     - Date     Condition        Report By
 NL0027  HISTORY     - 1930     MONUMENTED       CGS
 NL0027  HISTORY     - 1953     GOOD             NGS
 NL0027  HISTORY     - 1974     MARK NOT FOUND   USGS
 NL0027
 NL0027                          STATION DESCRIPTION
 NL0027
 NL0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 NL0027'3.5 MI N FROM FORT DODGE.
 NL0027'3.5 MILES NORTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 NL0027'FORT DODGE, WEBSTER COUNTY, 0.4 MILE SOUTHWEST OF MILEPOST 217, AT
 NL0027'A ROAD CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE TRACK.  A
 NL0027'STANDARD DISK, STAMPED 1117.583 P 2 1930 AND SET IN THE TOP OF A
 NL0027'CONCRETE POST.
 NL0027
 NL0027                          STATION RECOVERY (1974)
 NL0027
 NL0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NL0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0524 ***********************************************************************
 OP0524  DESIGNATION -  P 20
 OP0524  PID         -  OP0524
 OP0524  STATE/COUNTY-  IA/OSCEOLA
 OP0524  USGS QUAD   -  HARRIS (1970)
 OP0524
 OP0524                         *CURRENT SURVEY CONTROL
 OP0524  ___________________________________________________________________
 OP0524* NAD 83(1986)-  43 26 38.     (N)    095 25 59.     (W)     SCALED    
 OP0524* NAVD 88     -       471.958  (meters)    1548.42   (feet)  ADJUSTED  
 OP0524  ___________________________________________________________________
 OP0524  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 OP0524  DYNAMIC HT  -         471.832 (meters)    1548.00  (feet)  COMP
 OP0524  MODELED GRAV-     980,338.8   (mgal)                       NAVD 88
 OP0524
 OP0524  VERT ORDER  -  SECOND    CLASS 0
 OP0524
 OP0524.The horizontal coordinates were scaled from a topographic map and have
 OP0524.an estimated accuracy of +/- 6 seconds.
 OP0524
 OP0524.The orthometric height was determined by differential leveling
 OP0524.and adjusted by the National Geodetic Survey in June 1991..
 OP0524
 OP0524.The geoid height was determined by GEOID03.
 OP0524
 OP0524.The dynamic height is computed by dividing the NAVD 88
 OP0524.geopotential number by the normal gravity value computed on the
 OP0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0524.degrees latitude (g = 980.6199 gals.).
 OP0524
 OP0524.The modeled gravity was interpolated from observed gravity values.
 OP0524
 OP0524;                    North         East    Units  Estimated Accuracy
 OP0524;SPC IA N     - 1,217,720.    1,343,520.      MT  (+/- 180 meters Scaled)
 OP0524
 OP0524                          SUPERSEDED SURVEY CONTROL
 OP0524
 OP0524  NGVD 29 (??/??/92)  471.781  (m)         1547.83   (f) ADJ UNCH    2 0
 OP0524
 OP0524.Superseded values are not recommended for survey control.
 OP0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0524.See file dsdata.txt to determine how the superseded data were derived.
 OP0524
 OP0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ031129(NAD 83)
 OP0524_MARKER: DB = BENCH MARK DISK
 OP0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0524_STAMPING: P 20 1934
 OP0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0524+STABILITY: SURFACE MOTION
 OP0524
 OP0524  HISTORY     - Date     Condition        Report By
 OP0524  HISTORY     - 1934     MONUMENTED       CGS
 OP0524  HISTORY     - 1967     MARK NOT FOUND   USGS
 OP0524
 OP0524                          STATION DESCRIPTION
 OP0524
 OP0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0524'IN HARRIS.
 OP0524'AT HARRIS, OSCEOLA COUNTY, 147.4 FEET EAST OF THE EAST SIDE OF THE
 OP0524'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION, 88.4 FEET EAST OF
 OP0524'THE CENTERLINE OF THE MAIN NORTH-AND-SOUTH STREET, 29.6 FEET NORTH OF
 OP0524'THE NORTH RAIL OF THE MAIN TRACK, AND 28 FEET SOUTH OF THE CENTERLINE
 OP0524'OF THE STREET PARALLELING THE TRACK.  A STANDARD DISK, STAMPED P 20
 OP0524'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 OP0524'GROUND.
 OP0524
 OP0524                          STATION RECOVERY (1967)
 OP0524
 OP0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OP0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0178 ***********************************************************************
 OP0178  DESIGNATION -  P 21
 OP0178  PID         -  OP0178
 OP0178  STATE/COUNTY-  IA/DICKINSON
 OP0178  USGS QUAD   -  TERRIL (1972)
 OP0178
 OP0178                         *CURRENT SURVEY CONTROL
 OP0178  ___________________________________________________________________
 OP0178* NAD 83(1986)-  43 18 02.     (N)    094 58 15.     (W)     SCALED    
 OP0178* NAVD 88     -       433.803  (meters)    1423.24   (feet)  ADJUSTED  
 OP0178  ___________________________________________________________________
 OP0178  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 OP0178  DYNAMIC HT  -         433.672 (meters)    1422.81  (feet)  COMP
 OP0178  MODELED GRAV-     980,304.6   (mgal)                       NAVD 88
 OP0178
 OP0178  VERT ORDER  -  SECOND    CLASS 0
 OP0178
 OP0178.The horizontal coordinates were scaled from a topographic map and have
 OP0178.an estimated accuracy of +/- 6 seconds.
 OP0178
 OP0178.The orthometric height was determined by differential leveling
 OP0178.and adjusted by the National Geodetic Survey in June 1991..
 OP0178
 OP0178.The geoid height was determined by GEOID03.
 OP0178
 OP0178.The dynamic height is computed by dividing the NAVD 88
 OP0178.geopotential number by the normal gravity value computed on the
 OP0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0178.degrees latitude (g = 980.6199 gals.).
 OP0178
 OP0178.The modeled gravity was interpolated from observed gravity values.
 OP0178
 OP0178;                    North         East    Units  Estimated Accuracy
 OP0178;SPC IA N     - 1,201,050.    1,380,660.      MT  (+/- 180 meters Scaled)
 OP0178
 OP0178                          SUPERSEDED SURVEY CONTROL
 OP0178
 OP0178  NGVD 29 (??/??/92)  433.666  (m)         1422.79   (f) ADJ UNCH    2 0
 OP0178
 OP0178.Superseded values are not recommended for survey control.
 OP0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0178.See file dsdata.txt to determine how the superseded data were derived.
 OP0178
 OP0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH401960(NAD 83)
 OP0178_MARKER: DB = BENCH MARK DISK
 OP0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0178_STAMPING: P 21 1934
 OP0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0178+STABILITY: SURFACE MOTION
 OP0178
 OP0178  HISTORY     - Date     Condition        Report By
 OP0178  HISTORY     - 1934     MONUMENTED       CGS
 OP0178
 OP0178                          STATION DESCRIPTION
 OP0178
 OP0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0178'0.2 MI SW FROM TERRIL.
 OP0178'0.2 MILE SOUTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 OP0178'THE STATION AT TERRIL, DICKINSON COUNTY, 420 FEET SOUTHWEST OF
 OP0178'MILEPOST 183, 51 FEET EAST OF THE CENTERLINE OF A STREET, 46.5 FEET
 OP0178'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 34 FEET NORTHEAST
 OP0178'OF A FENCE CORNER, AND 1.5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE. A
 OP0178'STANDARD DISK, STAMPED P 21 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0178'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0239 ***********************************************************************
 NL0239  DESIGNATION -  P 22
 NL0239  PID         -  NL0239
 NL0239  STATE/COUNTY-  IA/BUENA VISTA
 NL0239  USGS QUAD   -  ALBERT CITY (1971)
 NL0239
 NL0239                         *CURRENT SURVEY CONTROL
 NL0239  ___________________________________________________________________
 NL0239* NAD 83(1986)-  42 46 52.     (N)    094 56 46.     (W)     SCALED    
 NL0239* NAVD 88     -       402.035  (meters)    1319.01   (feet)  ADJUSTED  
 NL0239  ___________________________________________________________________
 NL0239  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 NL0239  DYNAMIC HT  -         401.901 (meters)    1318.57  (feet)  COMP
 NL0239  MODELED GRAV-     980,275.1   (mgal)                       NAVD 88
 NL0239
 NL0239  VERT ORDER  -  SECOND    CLASS 0
 NL0239
 NL0239.The horizontal coordinates were scaled from a topographic map and have
 NL0239.an estimated accuracy of +/- 6 seconds.
 NL0239
 NL0239.The orthometric height was determined by differential leveling
 NL0239.and adjusted by the National Geodetic Survey in June 1991..
 NL0239
 NL0239.The geoid height was determined by GEOID03.
 NL0239
 NL0239.The dynamic height is computed by dividing the NAVD 88
 NL0239.geopotential number by the normal gravity value computed on the
 NL0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0239.degrees latitude (g = 980.6199 gals.).
 NL0239
 NL0239.The modeled gravity was interpolated from observed gravity values.
 NL0239
 NL0239;                    North         East    Units  Estimated Accuracy
 NL0239;SPC IA N     - 1,143,310.    1,381,680.      MT  (+/- 180 meters Scaled)
 NL0239
 NL0239                          SUPERSEDED SURVEY CONTROL
 NL0239
 NL0239  NGVD 29 (??/??/92)  401.931  (m)         1318.67   (f) ADJ UNCH    2 0
 NL0239
 NL0239.Superseded values are not recommended for survey control.
 NL0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0239.See file dsdata.txt to determine how the superseded data were derived.
 NL0239
 NL0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH408383(NAD 83)
 NL0239_MARKER: DB = BENCH MARK DISK
 NL0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0239_STAMPING: P 22 1934
 NL0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0239+STABILITY: SURFACE MOTION
 NL0239
 NL0239  HISTORY     - Date     Condition        Report By
 NL0239  HISTORY     - 1934     MONUMENTED       CGS
 NL0239  HISTORY     - 1968     MARK NOT FOUND   NGS
 NL0239  HISTORY     - 1982     MARK NOT FOUND   NGS
 NL0239
 NL0239                          STATION DESCRIPTION
 NL0239
 NL0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0239'AT ALBERT CITY.
 NL0239'AT ALBERT CITY, 135 YARDS SOUTH OF THE CHICAGO, MILWAUKEE,
 NL0239'ST. PAUL AND PACIFIC RAILROAD STATION, 58 FEET WEST OF THE WEST
 NL0239'RAIL OF A SIDETRACK, 48.6 FEET WEST OF THE WEST RAIL OF ANOTHER
 NL0239'SIDETRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 NL0239'STAMPED P 22 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0239'PROJECTING 4 INCHES ABOVE GROUND.
 NL0239
 NL0239                          STATION RECOVERY (1968)
 NL0239
 NL0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NL0239'MARK NOT FOUND.
 NL0239
 NL0239                          STATION RECOVERY (1982)
 NL0239
 NL0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NL0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0252 ***********************************************************************
 NL0252  DESIGNATION -  P 23
 NL0252  PID         -  NL0252
 NL0252  STATE/COUNTY-  IA/BUENA VISTA
 NL0252  USGS QUAD   -  NEWELL WEST (1979)
 NL0252
 NL0252                         *CURRENT SURVEY CONTROL
 NL0252  ___________________________________________________________________
 NL0252* NAD 83(1986)-  42 36 44.     (N)    095 01 57.     (W)     SCALED    
 NL0252* NAVD 88     -       390.955  (meters)    1282.66   (feet)  ADJUSTED  
 NL0252  ___________________________________________________________________
 NL0252  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 NL0252  DYNAMIC HT  -         390.822 (meters)    1282.22  (feet)  COMP
 NL0252  MODELED GRAV-     980,270.4   (mgal)                       NAVD 88
 NL0252
 NL0252  VERT ORDER  -  SECOND    CLASS 0
 NL0252
 NL0252.The horizontal coordinates were scaled from a topographic map and have
 NL0252.an estimated accuracy of +/- 6 seconds.
 NL0252
 NL0252.The orthometric height was determined by differential leveling
 NL0252.and adjusted by the National Geodetic Survey in June 1991..
 NL0252
 NL0252.The geoid height was determined by GEOID03.
 NL0252
 NL0252.The dynamic height is computed by dividing the NAVD 88
 NL0252.geopotential number by the normal gravity value computed on the
 NL0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0252.degrees latitude (g = 980.6199 gals.).
 NL0252
 NL0252.The modeled gravity was interpolated from observed gravity values.
 NL0252
 NL0252;                    North         East    Units  Estimated Accuracy
 NL0252;SPC IA N     - 1,124,680.    1,374,270.      MT  (+/- 180 meters Scaled)
 NL0252
 NL0252                          SUPERSEDED SURVEY CONTROL
 NL0252
 NL0252  NGVD 29 (??/??/92)  390.826  (m)         1282.23   (f) ADJ UNCH    2 0
 NL0252
 NL0252.Superseded values are not recommended for survey control.
 NL0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0252.See file dsdata.txt to determine how the superseded data were derived.
 NL0252
 NL0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH332197(NAD 83)
 NL0252_MARKER: DB = BENCH MARK DISK
 NL0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0252_STAMPING: P 23 1934
 NL0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0252+STABILITY: SURFACE MOTION
 NL0252
 NL0252  HISTORY     - Date     Condition        Report By
 NL0252  HISTORY     - 1934     MONUMENTED       CGS
 NL0252  HISTORY     - 1974     MARK NOT FOUND   NGS
 NL0252
 NL0252                          STATION DESCRIPTION
 NL0252
 NL0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0252'1.6 MI W FROM NEWELL.
 NL0252'1.6 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0252'STATION AT NEWELL, 101 YARDS WEST OF TRESTLE 419.5, 53 FEET
 NL0252'SOUTHWEST OF THE CENTERLINE OF A ROAD PARALLELING THE TRACK,
 NL0252'31.9 FEET NORTH OF THE NORTH RAIL, AND 39.5 FEET SOUTHEAST
 NL0252'OF A CORNER FENCE POST.  A STANDARD DISK STAMPED P 23 1934 AND
 NL0252'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NL0252'GROUND.
 NL0252
 NL0252                          STATION RECOVERY (1974)
 NL0252
 NL0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NL0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0502 ***********************************************************************
 NL0502  DESIGNATION -  P 25
 NL0502  PID         -  NL0502
 NL0502  STATE/COUNTY-  IA/WOODBURY
 NL0502  USGS QUAD   -  WASHTA (1969)
 NL0502
 NL0502                         *CURRENT SURVEY CONTROL
 NL0502  ___________________________________________________________________
 NL0502* NAD 83(1986)-  42 32 25.     (N)    095 43 56.     (W)     SCALED    
 NL0502* NAVD 88     -       347.134  (meters)    1138.89   (feet)  ADJUSTED  
 NL0502  ___________________________________________________________________
 NL0502  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 NL0502  DYNAMIC HT  -         347.020 (meters)    1138.51  (feet)  COMP
 NL0502  MODELED GRAV-     980,283.0   (mgal)                       NAVD 88
 NL0502
 NL0502  VERT ORDER  -  SECOND    CLASS 0
 NL0502
 NL0502.The horizontal coordinates were scaled from a topographic map and have
 NL0502.an estimated accuracy of +/- 6 seconds.
 NL0502
 NL0502.The orthometric height was determined by differential leveling
 NL0502.and adjusted by the National Geodetic Survey in June 1991..
 NL0502
 NL0502.The geoid height was determined by GEOID03.
 NL0502
 NL0502.The dynamic height is computed by dividing the NAVD 88
 NL0502.geopotential number by the normal gravity value computed on the
 NL0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0502.degrees latitude (g = 980.6199 gals.).
 NL0502
 NL0502.The modeled gravity was interpolated from observed gravity values.
 NL0502
 NL0502;                    North         East    Units  Estimated Accuracy
 NL0502;SPC IA N     - 1,117,970.    1,316,660.      MT  (+/- 180 meters Scaled)
 NL0502
 NL0502                          SUPERSEDED SURVEY CONTROL
 NL0502
 NL0502  NGVD 29 (??/??/92)  346.995  (m)         1138.43   (f) ADJ UNCH    2 0
 NL0502
 NL0502.Superseded values are not recommended for survey control.
 NL0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0502.See file dsdata.txt to determine how the superseded data were derived.
 NL0502
 NL0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH756133(NAD 83)
 NL0502_MARKER: DB = BENCH MARK DISK
 NL0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0502_STAMPING: P 25 1934
 NL0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0502+STABILITY: SURFACE MOTION
 NL0502
 NL0502  HISTORY     - Date     Condition        Report By
 NL0502  HISTORY     - 1935     MONUMENTED       CGS
 NL0502  HISTORY     - 1971     MARK NOT FOUND   NGS
 NL0502  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0502
 NL0502                          STATION DESCRIPTION
 NL0502
 NL0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0502'5.2 MI NE FROM CORRECTIONVILLE.
 NL0502'IN WOODBURY COUNTY, 5.2 MILES NORTHEAST ALONG THE ILLINOIS
 NL0502'CENTRAL RAILROAD FROM THE CROSSING OF THE CHICAGO AND NORTH
 NL0502'WESTERN RAILWAY AT CORRECTIONVILLE, WOODBURY COUNTY, 2.5 MILES
 NL0502'SOUTHWEST OF THE STATION AT WASHTA, CHEROKEE COUNTY, 6 POLES
 NL0502'SOUTH OF MILEPOST OJ 16-0 43, 42 FEET WEST OF THE CENTERLINE OF
 NL0502'STATE HIGHWAY 31, AND 12.4 FEET EAST OF THE EAST RAIL.  A
 NL0502'STANDARD DISK, STAMPED P 25 1934 AND SET IN THE TOP OF A CONCRETE
 NL0502'POST PROJECTING 5 INCHES ABOVE GROUND.
 NL0502
 NL0502                          STATION RECOVERY (1971)
 NL0502
 NL0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NL0502'MARK NOT FOUND.
 NL0502
 NL0502                          STATION RECOVERY (2000)
 NL0502
 NL0502'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0502'IT IS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0583 ***********************************************************************
 OP0583  DESIGNATION -  P 26
 OP0583  PID         -  OP0583
 OP0583  STATE/COUNTY-  IA/O BRIEN
 OP0583  USGS QUAD   -  PRIMGHAR (1964)
 OP0583
 OP0583                         *CURRENT SURVEY CONTROL
 OP0583  ___________________________________________________________________
 OP0583* NAD 83(1986)-  43 05 20.     (N)    095 38 11.     (W)     SCALED    
 OP0583* NAVD 88     -       454.314  (meters)    1490.53   (feet)  ADJUSTED  
 OP0583  ___________________________________________________________________
 OP0583  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 OP0583  DYNAMIC HT  -         454.173 (meters)    1490.07  (feet)  COMP
 OP0583  MODELED GRAV-     980,296.6   (mgal)                       NAVD 88
 OP0583
 OP0583  VERT ORDER  -  SECOND    CLASS 0
 OP0583
 OP0583.The horizontal coordinates were scaled from a topographic map and have
 OP0583.an estimated accuracy of +/- 6 seconds.
 OP0583
 OP0583.The orthometric height was determined by differential leveling
 OP0583.and adjusted by the National Geodetic Survey in June 1991..
 OP0583
 OP0583.The geoid height was determined by GEOID03.
 OP0583
 OP0583.The dynamic height is computed by dividing the NAVD 88
 OP0583.geopotential number by the normal gravity value computed on the
 OP0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0583.degrees latitude (g = 980.6199 gals.).
 OP0583
 OP0583.The modeled gravity was interpolated from observed gravity values.
 OP0583
 OP0583;                    North         East    Units  Estimated Accuracy
 OP0583;SPC IA N     - 1,178,690.    1,326,070.      MT  (+/- 180 meters Scaled)
 OP0583
 OP0583                          SUPERSEDED SURVEY CONTROL
 OP0583
 OP0583  NGVD 29 (??/??/92)  454.109  (m)         1489.86   (f) ADJ UNCH    2 0
 OP0583
 OP0583.Superseded values are not recommended for survey control.
 OP0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0583.See file dsdata.txt to determine how the superseded data were derived.
 OP0583
 OP0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH854740(NAD 83)
 OP0583_MARKER: DB = BENCH MARK DISK
 OP0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0583_STAMPING: P 26 1934
 OP0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0583+STABILITY: SURFACE MOTION
 OP0583
 OP0583  HISTORY     - Date     Condition        Report By
 OP0583  HISTORY     - 1934     MONUMENTED       CGS
 OP0583
 OP0583                          STATION DESCRIPTION
 OP0583
 OP0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0583'0.3 MI NW FROM PRIMGHAR.
 OP0583'0.3 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 OP0583'STATION AT PRIMGHAR, OBRIEN COUNTY, AT A ROAD CROSSING, 45 FEET OF THE
 OP0583'CENTERLINE OF THE ROAD, 44.2 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 OP0583'6.2 FEET SOUTH OF A CORNER FENCE POST.  A STANDARD DISK, STAMPED P 26
 OP0583'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 OP0583'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0036 ***********************************************************************
 NL0036  DESIGNATION -  P 27
 NL0036  PID         -  NL0036
 NL0036  STATE/COUNTY-  IA/HUMBOLDT
 NL0036  USGS QUAD   -  BRADGATE (1980)
 NL0036
 NL0036                         *CURRENT SURVEY CONTROL
 NL0036  ___________________________________________________________________
 NL0036* NAD 83(1986)-  42 47 38.     (N)    094 24 07.     (W)     SCALED    
 NL0036* NAVD 88     -       340.614  (meters)    1117.50   (feet)  ADJUSTED  
 NL0036  ___________________________________________________________________
 NL0036  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 NL0036  DYNAMIC HT  -         340.506 (meters)    1117.14  (feet)  COMP
 NL0036  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 NL0036
 NL0036  VERT ORDER  -  SECOND    CLASS 0
 NL0036
 NL0036.The horizontal coordinates were scaled from a topographic map and have
 NL0036.an estimated accuracy of +/- 6 seconds.
 NL0036
 NL0036.The orthometric height was determined by differential leveling
 NL0036.and adjusted by the National Geodetic Survey in June 1991..
 NL0036
 NL0036.The geoid height was determined by GEOID03.
 NL0036
 NL0036.The dynamic height is computed by dividing the NAVD 88
 NL0036.geopotential number by the normal gravity value computed on the
 NL0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0036.degrees latitude (g = 980.6199 gals.).
 NL0036
 NL0036.The modeled gravity was interpolated from observed gravity values.
 NL0036
 NL0036;                    North         East    Units  Estimated Accuracy
 NL0036;SPC IA N     - 1,144,120.    1,426,210.      MT  (+/- 180 meters Scaled)
 NL0036
 NL0036                          SUPERSEDED SURVEY CONTROL
 NL0036
 NL0036  NGVD 29 (??/??/92)  340.552  (m)         1117.29   (f) ADJ UNCH    2 0
 NL0036
 NL0036.Superseded values are not recommended for survey control.
 NL0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0036.See file dsdata.txt to determine how the superseded data were derived.
 NL0036
 NL0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH853388(NAD 83)
 NL0036_MARKER: DB = BENCH MARK DISK
 NL0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0036_STAMPING: P 27 1934
 NL0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0036+STABILITY: SURFACE MOTION
 NL0036
 NL0036  HISTORY     - Date     Condition        Report By
 NL0036  HISTORY     - 1934     MONUMENTED       CGS
 NL0036  HISTORY     - 1976     GOOD             USGS
 NL0036
 NL0036                          STATION DESCRIPTION
 NL0036
 NL0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0036'1 MI SE FROM BRADGATE.
 NL0036'1.0 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0036'FROM THE STATION AT BRADGATE, HUMBOLDT COUNTY, ABOUT 120 YARDS
 NL0036'NORTHWEST OF MILEPOST 127, ABOUT 100 YARDS SOUTHEAST OF CULVERT
 NL0036'2565-1/2, 115 YARDS SOUTHEAST OF A COUNTY-ROAD CROSSING, 45.3 FEET
 NL0036'SOUTHWEST OF THE SOUTHWEST RAIL, AND 1.5 FEET NORTHEAST OF THE
 NL0036'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 27 1934 AND SET
 NL0036'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 NL0036'GROUND.
 NL0036
 NL0036                          STATION RECOVERY (1976)
 NL0036
 NL0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NL0036'BRADGATE 1 MILE EAST, 0.7 MILE SOUTH OF, 1 MILE SOUTHEAST ALONG THE
 NL0036'CHICAGO AND NORTH WESTERN RAILWAY FROM BRADGATE, IN THE SW 1/4 OF
 NL0036'SECTION 9, T 92 N, R 30 W, ABOUT 120 YARDS NORTHWEST OF MILEPOST 127,
 NL0036'345 FEET SOUTHEAST, 45 FEET SW OF THE SW RAIL. 45 FEET NW OF AN OLD
 NL0036'FIELD ROAD CROSSING, 33 FEET EAST AND 60 FEET SOUTH OF A SIDING SIGN
 NL0036'POST, 1 FOOT NORTH OF A FENCE AND WITNESS POST. SET IN A CONCRETE
 NL0036'POST A STD TABLET STAMPED P 27 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0462 ***********************************************************************
 NK0462  DESIGNATION -  P 28
 NK0462  PID         -  NK0462
 NK0462  STATE/COUNTY-  IA/WRIGHT
 NK0462  USGS QUAD   -  CLARION (1978)
 NK0462
 NK0462                         *CURRENT SURVEY CONTROL
 NK0462  ___________________________________________________________________
 NK0462* NAD 83(1986)-  42 44 19.     (N)    093 41 40.     (W)     SCALED    
 NK0462* NAVD 88     -       368.698  (meters)    1209.64   (feet)  ADJUSTED  
 NK0462  ___________________________________________________________________
 NK0462  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 NK0462  DYNAMIC HT  -         368.613 (meters)    1209.36  (feet)  COMP
 NK0462  MODELED GRAV-     980,376.9   (mgal)                       NAVD 88
 NK0462
 NK0462  VERT ORDER  -  SECOND    CLASS 0
 NK0462
 NK0462.The horizontal coordinates were scaled from a topographic map and have
 NK0462.an estimated accuracy of +/- 6 seconds.
 NK0462
 NK0462.The orthometric height was determined by differential leveling
 NK0462.and adjusted by the National Geodetic Survey in June 1991..
 NK0462
 NK0462.The geoid height was determined by GEOID03.
 NK0462
 NK0462.The dynamic height is computed by dividing the NAVD 88
 NK0462.geopotential number by the normal gravity value computed on the
 NK0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0462.degrees latitude (g = 980.6199 gals.).
 NK0462
 NK0462.The modeled gravity was interpolated from observed gravity values.
 NK0462
 NK0462;                    North         East    Units  Estimated Accuracy
 NK0462;SPC IA N     - 1,137,600.    1,484,080.      MT  (+/- 180 meters Scaled)
 NK0462
 NK0462                          SUPERSEDED SURVEY CONTROL
 NK0462
 NK0462  NGVD 29 (??/??/92)  368.692  (m)         1209.62   (f) ADJ UNCH    2 0
 NK0462
 NK0462.Superseded values are not recommended for survey control.
 NK0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0462.See file dsdata.txt to determine how the superseded data were derived.
 NK0462
 NK0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH431320(NAD 83)
 NK0462_MARKER: DB = BENCH MARK DISK
 NK0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0462_STAMPING: P 28 1934
 NK0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0462+STABILITY: SURFACE MOTION
 NK0462
 NK0462  HISTORY     - Date     Condition        Report By
 NK0462  HISTORY     - 1934     MONUMENTED       CGS
 NK0462
 NK0462                          STATION DESCRIPTION
 NK0462
 NK0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0462'2.4 MI E FROM CLARION.
 NK0462'2.4 MILES EAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0462'THE STATION AT CLARION, WRIGHT COUNTY, 125 YARDS EAST OF A
 NK0462'NORTH AND SOUTH SECTION ROAD CROSSING, AT THE EAST END OF A
 NK0462'LONG FILL, 45.7 FEET SOUTH OF THE SOUTH RAIL, AND 1.4 FEET
 NK0462'NORTH OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED P
 NK0462'28 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 NK0462'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0152 ***********************************************************************
 NK0152  DESIGNATION -  P 29
 NK0152  PID         -  NK0152
 NK0152  STATE/COUNTY-  IA/BUTLER
 NK0152  USGS QUAD   -  ALLISON (1972)
 NK0152
 NK0152                         *CURRENT SURVEY CONTROL
 NK0152  ___________________________________________________________________
 NK0152* NAD 83(1986)-  42 45 49.     (N)    092 52 18.     (W)     SCALED    
 NK0152* NAVD 88     -       305.380  (meters)    1001.90   (feet)  ADJUSTED  
 NK0152  ___________________________________________________________________
 NK0152  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 NK0152  DYNAMIC HT  -         305.270 (meters)    1001.54  (feet)  COMP
 NK0152  MODELED GRAV-     980,253.8   (mgal)                       NAVD 88
 NK0152
 NK0152  VERT ORDER  -  SECOND    CLASS 0
 NK0152
 NK0152.The horizontal coordinates were scaled from a topographic map and have
 NK0152.an estimated accuracy of +/- 6 seconds.
 NK0152
 NK0152.The orthometric height was determined by differential leveling
 NK0152.and adjusted by the National Geodetic Survey in June 1991..
 NK0152
 NK0152.The geoid height was determined by GEOID03.
 NK0152
 NK0152.The dynamic height is computed by dividing the NAVD 88
 NK0152.geopotential number by the normal gravity value computed on the
 NK0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0152.degrees latitude (g = 980.6199 gals.).
 NK0152
 NK0152.The modeled gravity was interpolated from observed gravity values.
 NK0152
 NK0152;                    North         East    Units  Estimated Accuracy
 NK0152;SPC IA N     - 1,140,550.    1,551,430.      MT  (+/- 180 meters Scaled)
 NK0152
 NK0152                          SUPERSEDED SURVEY CONTROL
 NK0152
 NK0152  NGVD 29 (??/??/92)  305.363  (m)         1001.85   (f) ADJ UNCH    2 0
 NK0152
 NK0152.Superseded values are not recommended for survey control.
 NK0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0152.See file dsdata.txt to determine how the superseded data were derived.
 NK0152
 NK0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH105345(NAD 83)
 NK0152_MARKER: DB = BENCH MARK DISK
 NK0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0152_STAMPING: P 29 1934
 NK0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0152+STABILITY: SURFACE MOTION
 NK0152
 NK0152  HISTORY     - Date     Condition        Report By
 NK0152  HISTORY     - 1934     MONUMENTED       CGS
 NK0152
 NK0152                          STATION DESCRIPTION
 NK0152
 NK0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0152'1.8 MI E FROM BRISTOW.
 NK0152'1.8 MILES EAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 NK0152'STATION AT BRISTOW, BUTLER COUNTY, SOUTH OF THE THIRD POLE EAST
 NK0152'OF MILEPOLE 299+15, ABOUT 0.15 MILE WEST OF A SECTION-ROAD
 NK0152'CROSSING, 45.6 FEET SOUTH OF THE SOUTH RAIL, AND 1.5 FEET NORTH
 NK0152'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 29 1934
 NK0152'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 NK0152'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0066 ***********************************************************************
 MJ0066  DESIGNATION -  P 3
 MJ0066  PID         -  MJ0066
 MJ0066  STATE/COUNTY-  IA/BOONE
 MJ0066  USGS QUAD   -  BERKLEY (1982)
 MJ0066
 MJ0066                         *CURRENT SURVEY CONTROL
 MJ0066  ___________________________________________________________________
 MJ0066* NAD 83(1986)-  41 56 59.     (N)    094 06 39.     (W)     SCALED    
 MJ0066* NAVD 88     -       296.449  (meters)     972.60   (feet)  ADJUSTED  
 MJ0066  ___________________________________________________________________
 MJ0066  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 MJ0066  DYNAMIC HT  -         296.355 (meters)     972.29  (feet)  COMP
 MJ0066  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 MJ0066
 MJ0066  VERT ORDER  -  FIRST     CLASS II
 MJ0066
 MJ0066.The horizontal coordinates were scaled from a topographic map and have
 MJ0066.an estimated accuracy of +/- 6 seconds.
 MJ0066
 MJ0066.The orthometric height was determined by differential leveling
 MJ0066.and adjusted by the National Geodetic Survey in June 1991..
 MJ0066
 MJ0066.The geoid height was determined by GEOID03.
 MJ0066
 MJ0066.The dynamic height is computed by dividing the NAVD 88
 MJ0066.geopotential number by the normal gravity value computed on the
 MJ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0066.degrees latitude (g = 980.6199 gals.).
 MJ0066
 MJ0066.The modeled gravity was interpolated from observed gravity values.
 MJ0066
 MJ0066;                    North         East    Units  Estimated Accuracy
 MJ0066;SPC IA N     - 1,050,140.    1,449,350.      MT  (+/- 180 meters Scaled)
 MJ0066
 MJ0066                          SUPERSEDED SURVEY CONTROL
 MJ0066
 MJ0066  NGVD 29 (??/??/92)  296.428  (m)          972.53   (f) ADJ UNCH    1 2
 MJ0066
 MJ0066.Superseded values are not recommended for survey control.
 MJ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0066.See file dsdata.txt to determine how the superseded data were derived.
 MJ0066
 MJ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG079447(NAD 83)
 MJ0066_MARKER: DB = BENCH MARK DISK
 MJ0066_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0066_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0066_STAMPING: 972.531 P 3 1930
 MJ0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0066
 MJ0066  HISTORY     - Date     Condition        Report By
 MJ0066  HISTORY     - 1930     MONUMENTED       CGS
 MJ0066  HISTORY     - 1934     GOOD             NGS
 MJ0066
 MJ0066                          STATION DESCRIPTION
 MJ0066
 MJ0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MJ0066'AT BERKLEY.
 MJ0066'AT BERKLEY, 1/2 MILE NORTH OF THE ABANDONED MINNEAPOLIS AND ST.
 MJ0066'LOUIS RAILROAD STATION, 900 FEET SOUTHWEST OF MILEPOST 265, 25
 MJ0066'FEET SOUTH OF THE SOUTH FENCE LINE OF AN EAST-AND-WEST ROAD
 MJ0066'FENCED 52 FEET WIDE, 47 FEET NORTHWEST OF THE CENTERLINE OF THE
 MJ0066'TRACK, AND 19 FEET SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED
 MJ0066'972.531 P 3 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0111 ***********************************************************************
 NJ0111  DESIGNATION -  P 3
 NJ0111  PID         -  NJ0111
 NJ0111  STATE/COUNTY-  IA/JACKSON
 NJ0111  USGS QUAD   -  GREEN ISLAND (1975)
 NJ0111
 NJ0111                         *CURRENT SURVEY CONTROL
 NJ0111  ___________________________________________________________________
 NJ0111* NAD 83(1986)-  42 07 45.     (N)    090 18 04.     (W)     SCALED    
 NJ0111* NAVD 88     -       255.843  (meters)     839.38   (feet)  ADJUSTED  
 NJ0111  ___________________________________________________________________
 NJ0111  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NJ0111  DYNAMIC HT  -         255.755 (meters)     839.09  (feet)  COMP
 NJ0111  MODELED GRAV-     980,271.3   (mgal)                       NAVD 88
 NJ0111
 NJ0111  VERT ORDER  -  FIRST     CLASS I
 NJ0111
 NJ0111.The horizontal coordinates were scaled from a topographic map and have
 NJ0111.an estimated accuracy of +/- 6 seconds.
 NJ0111
 NJ0111.The orthometric height was determined by differential leveling
 NJ0111.and adjusted by the National Geodetic Survey in June 1991..
 NJ0111
 NJ0111.The geoid height was determined by GEOID03.
 NJ0111
 NJ0111.The dynamic height is computed by dividing the NAVD 88
 NJ0111.geopotential number by the normal gravity value computed on the
 NJ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0111.degrees latitude (g = 980.6199 gals.).
 NJ0111
 NJ0111.The modeled gravity was interpolated from observed gravity values.
 NJ0111
 NJ0111;                    North         East    Units  Estimated Accuracy
 NJ0111;SPC IA N     - 1,074,890.    1,764,430.      MT  (+/- 180 meters Scaled)
 NJ0111
 NJ0111                          SUPERSEDED SURVEY CONTROL
 NJ0111
 NJ0111  NGVD 29 (??/??/92)  255.873  (m)          839.48   (f) ADJ UNCH    1 1
 NJ0111
 NJ0111.Superseded values are not recommended for survey control.
 NJ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0111.See file dsdata.txt to determine how the superseded data were derived.
 NJ0111
 NJ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG230676(NAD 83)
 NJ0111_MARKER: DD = SURVEY DISK
 NJ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0111_STAMPING: P 3 1953 AMS
 NJ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0111+STABILITY: SURFACE MOTION
 NJ0111
 NJ0111  HISTORY     - Date     Condition        Report By
 NJ0111  HISTORY     - 1953     MONUMENTED       DOD
 NJ0111  HISTORY     - 1970     GOOD             NGS
 NJ0111  HISTORY     - 19940617 GOOD             USPSQD
 NJ0111  HISTORY     - 20010331 GOOD             NGS
 NJ0111  HISTORY     - 20050515 GOOD             GEOCAC
 NJ0111
 NJ0111                          STATION DESCRIPTION
 NJ0111
 NJ0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0111'9.6 MI NW FROM SABULA.
 NJ0111'ABOUT 9.6 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0111'MUNICIPAL BUILDING AT SABULA, 77 FEET NORTHWEST OF THE CENTER OF
 NJ0111'THE INTERSECTION OF THE HIGHWAY AND A PAVED ROAD WHICH LEADS
 NJ0111'SOUTH AND A GRAVELED ROAD WHICH LEADS NORTH, AT THE SOUTHEAST
 NJ0111'CORNER OF A CEMETERY, 38 FEET NORTH OF THE CENTER LINE OF THE
 NJ0111'HIGHWAY, 43 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 22
 NJ0111'FEET WEST OF A TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE,
 NJ0111'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 NJ0111'OF A CONCRETE POST PROJECTING 8 INCHES.  SECTION 31, T85N, R6E.
 NJ0111
 NJ0111                          STATION RECOVERY (1994)
 NJ0111
 NJ0111'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0111'RECOVERED IN GOOD CONDITION.
 NJ0111
 NJ0111                          STATION RECOVERY (2001)
 NJ0111
 NJ0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0111'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0111
 NJ0111                          STATION RECOVERY (2005)
 NJ0111
 NJ0111'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0111'HANDHELD N42 07 45.4 W090 18 04.5, TREES NNW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0129 ***********************************************************************
 NK0129  DESIGNATION -  P 30
 NK0129  PID         -  NK0129
 NK0129  STATE/COUNTY-  IA/GRUNDY
 NK0129  USGS QUAD   -  HOLLAND (1979)
 NK0129
 NK0129                         *CURRENT SURVEY CONTROL
 NK0129  ___________________________________________________________________
 NK0129* NAD 83(1986)-  42 23 14.     (N)    092 47 20.     (W)     SCALED    
 NK0129* NAVD 88     -       300.775  (meters)     986.79   (feet)  ADJUSTED  
 NK0129  ___________________________________________________________________
 NK0129  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 NK0129  DYNAMIC HT  -         300.659 (meters)     986.41  (feet)  COMP
 NK0129  MODELED GRAV-     980,229.0   (mgal)                       NAVD 88
 NK0129
 NK0129  VERT ORDER  -  SECOND    CLASS 0
 NK0129
 NK0129.The horizontal coordinates were scaled from a topographic map and have
 NK0129.an estimated accuracy of +/- 6 seconds.
 NK0129
 NK0129.The orthometric height was determined by differential leveling
 NK0129.and adjusted by the National Geodetic Survey in June 1991..
 NK0129
 NK0129.The geoid height was determined by GEOID03.
 NK0129
 NK0129.The dynamic height is computed by dividing the NAVD 88
 NK0129.geopotential number by the normal gravity value computed on the
 NK0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0129.degrees latitude (g = 980.6199 gals.).
 NK0129
 NK0129.The modeled gravity was interpolated from observed gravity values.
 NK0129
 NK0129;                    North         East    Units  Estimated Accuracy
 NK0129;SPC IA N     - 1,098,800.    1,558,550.      MT  (+/- 180 meters Scaled)
 NK0129
 NK0129                          SUPERSEDED SURVEY CONTROL
 NK0129
 NK0129  NGVD 29 (??/??/92)  300.752  (m)          986.72   (f) ADJ UNCH    2 0
 NK0129
 NK0129.Superseded values are not recommended for survey control.
 NK0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0129.See file dsdata.txt to determine how the superseded data were derived.
 NK0129
 NK0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG173927(NAD 83)
 NK0129_MARKER: DB = BENCH MARK DISK
 NK0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0129_STAMPING: P 30 1934
 NK0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0129+STABILITY: SURFACE MOTION
 NK0129
 NK0129  HISTORY     - Date     Condition        Report By
 NK0129  HISTORY     - 1934     MONUMENTED       CGS
 NK0129  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0129
 NK0129                          STATION DESCRIPTION
 NK0129
 NK0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0129'1 MI SE FROM HOLLAND.
 NK0129'1 MILE SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0129'RAILWAY FROM THE STATION AT HOLLAND, GRUNDY COUNTY, 28.8 FEET
 NK0129'NORTHEAST OF THE NORTHEAST RAIL, AND 19 FEET SOUTHWEST OF THE
 NK0129'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 30 1934 AND SET
 NK0129'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 NK0129'GROUND.
 NK0129
 NK0129                          STATION RECOVERY (1974)
 NK0129
 NK0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0425 ***********************************************************************
 NK0425  DESIGNATION -  P 31
 NK0425  PID         -  NK0425
 NK0425  STATE/COUNTY-  IA/HAMILTON
 NK0425  USGS QUAD   -  WILLIAMS (1978)
 NK0425
 NK0425                         *CURRENT SURVEY CONTROL
 NK0425  ___________________________________________________________________
 NK0425* NAD 83(1986)-  42 29 15.     (N)    093 34 01.     (W)     SCALED    
 NK0425* NAVD 88     -       362.676  (meters)    1189.88   (feet)  ADJUSTED  
 NK0425  ___________________________________________________________________
 NK0425  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 NK0425  DYNAMIC HT  -         362.592 (meters)    1189.60  (feet)  COMP
 NK0425  MODELED GRAV-     980,377.8   (mgal)                       NAVD 88
 NK0425
 NK0425  VERT ORDER  -  SECOND    CLASS 0
 NK0425
 NK0425.The horizontal coordinates were scaled from a topographic map and have
 NK0425.an estimated accuracy of +/- 6 seconds.
 NK0425
 NK0425.The orthometric height was determined by differential leveling
 NK0425.and adjusted by the National Geodetic Survey in June 1991..
 NK0425
 NK0425.The geoid height was determined by GEOID03.
 NK0425
 NK0425.The dynamic height is computed by dividing the NAVD 88
 NK0425.geopotential number by the normal gravity value computed on the
 NK0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0425.degrees latitude (g = 980.6199 gals.).
 NK0425
 NK0425.The modeled gravity was interpolated from observed gravity values.
 NK0425
 NK0425;                    North         East    Units  Estimated Accuracy
 NK0425;SPC IA N     - 1,109,690.    1,494,500.      MT  (+/- 180 meters Scaled)
 NK0425
 NK0425                          SUPERSEDED SURVEY CONTROL
 NK0425
 NK0425  NGVD 29 (??/??/92)  362.684  (m)         1189.91   (f) ADJ UNCH    2 0
 NK0425
 NK0425.Superseded values are not recommended for survey control.
 NK0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0425.See file dsdata.txt to determine how the superseded data were derived.
 NK0425
 NK0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH534040(NAD 83)
 NK0425_MARKER: DB = BENCH MARK DISK
 NK0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0425_STAMPING: P 31 1934
 NK0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0425+STABILITY: SURFACE MOTION
 NK0425
 NK0425  HISTORY     - Date     Condition        Report By
 NK0425  HISTORY     - 1934     MONUMENTED       CGS
 NK0425  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0425
 NK0425                          STATION DESCRIPTION
 NK0425
 NK0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0425'0.9 MI W FROM WILLIAMS.
 NK0425'0.9 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NK0425'STATION AT WILLIAMS, 45.2 FEET SOUTH OF THE SOUTH RAIL, AND 2.4
 NK0425'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 NK0425'P 31 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 NK0425'INCHES ABOVE GROUND.
 NK0425
 NK0425                          STATION RECOVERY (1974)
 NK0425
 NK0425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0365 ***********************************************************************
 NK0365  DESIGNATION -  P 32
 NK0365  PID         -  NK0365
 NK0365  STATE/COUNTY-  IA/BOONE
 NK0365  USGS QUAD   -  BOONE WEST (1976)
 NK0365
 NK0365                         *CURRENT SURVEY CONTROL
 NK0365  ___________________________________________________________________
 NK0365* NAD 83(1986)-  42 03 54.     (N)    093 53 34.     (W)     SCALED    
 NK0365* NAVD 88     -       342.390  (meters)    1123.32   (feet)  ADJUSTED  
 NK0365  ___________________________________________________________________
 NK0365  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 NK0365  DYNAMIC HT  -         342.288 (meters)    1122.99  (feet)  COMP
 NK0365  MODELED GRAV-     980,313.8   (mgal)                       NAVD 88
 NK0365
 NK0365  VERT ORDER  -  SECOND    CLASS 0
 NK0365
 NK0365.The horizontal coordinates were scaled from a topographic map and have
 NK0365.an estimated accuracy of +/- 6 seconds.
 NK0365
 NK0365.The orthometric height was determined by differential leveling
 NK0365.and adjusted by the National Geodetic Survey in June 1991..
 NK0365
 NK0365.The geoid height was determined by GEOID03.
 NK0365
 NK0365.The dynamic height is computed by dividing the NAVD 88
 NK0365.geopotential number by the normal gravity value computed on the
 NK0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0365.degrees latitude (g = 980.6199 gals.).
 NK0365
 NK0365.The modeled gravity was interpolated from observed gravity values.
 NK0365
 NK0365;                    North         East    Units  Estimated Accuracy
 NK0365;SPC IA N     - 1,062,830.    1,467,490.      MT  (+/- 180 meters Scaled)
 NK0365
 NK0365                          SUPERSEDED SURVEY CONTROL
 NK0365
 NK0365  NGVD 29 (??/??/92)  342.358  (m)         1123.22   (f) ADJ UNCH    2 0
 NK0365
 NK0365.Superseded values are not recommended for survey control.
 NK0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0365.See file dsdata.txt to determine how the superseded data were derived.
 NK0365
 NK0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG261573(NAD 83)
 NK0365_MARKER: DB = BENCH MARK DISK
 NK0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0365_STAMPING: P 32 1934
 NK0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0365+STABILITY: SURFACE MOTION
 NK0365
 NK0365  HISTORY     - Date     Condition        Report By
 NK0365  HISTORY     - 1934     MONUMENTED       CGS
 NK0365
 NK0365                          STATION DESCRIPTION
 NK0365
 NK0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0365'0.6 MI W FROM BOONE.
 NK0365'0.6 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0365'THE STATION AT BOONE, 20.1 FEET EAST OF THE EAST CURB OF DIVISION
 NK0365'STREET, AND 14.1 FEET SOUTH OF THE SOUTH RAIL OF A SIDETRACK.
 NK0365'A STANDARD DISK, STAMPED P 32 1934 AND SET IN THE TOP OF A
 NK0365'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0395 ***********************************************************************
 MH0395  DESIGNATION -  P 33
 MH0395  PID         -  MH0395
 MH0395  STATE/COUNTY-  IA/POLK
 MH0395  USGS QUAD   -  ELKHART (1972)
 MH0395
 MH0395                         *CURRENT SURVEY CONTROL
 MH0395  ___________________________________________________________________
 MH0395* NAD 83(1986)-  41 50 58.     (N)    093 31 04.     (W)     SCALED    
 MH0395* NAVD 88     -       264.948  (meters)     869.25   (feet)  ADJUSTED  
 MH0395  ___________________________________________________________________
 MH0395  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 MH0395  DYNAMIC HT  -         264.838 (meters)     868.89  (feet)  COMP
 MH0395  MODELED GRAV-     980,203.7   (mgal)                       NAVD 88
 MH0395
 MH0395  VERT ORDER  -  SECOND    CLASS 0
 MH0395
 MH0395.The horizontal coordinates were scaled from a topographic map and have
 MH0395.an estimated accuracy of +/- 6 seconds.
 MH0395
 MH0395.The orthometric height was determined by differential leveling
 MH0395.and adjusted by the National Geodetic Survey in June 1991..
 MH0395
 MH0395.The geoid height was determined by GEOID03.
 MH0395
 MH0395.The dynamic height is computed by dividing the NAVD 88
 MH0395.geopotential number by the normal gravity value computed on the
 MH0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0395.degrees latitude (g = 980.6199 gals.).
 MH0395
 MH0395.The modeled gravity was interpolated from observed gravity values.
 MH0395
 MH0395;                    North         East    Units  Estimated Accuracy
 MH0395;SPC IA S     -   205,390.      498,520.      MT  (+/- 180 meters Scaled)
 MH0395
 MH0395                          SUPERSEDED SURVEY CONTROL
 MH0395
 MH0395  NGVD 29 (??/??/92)  264.918  (m)          869.15   (f) ADJ UNCH    2 0
 MH0395
 MH0395.Superseded values are not recommended for survey control.
 MH0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0395.See file dsdata.txt to determine how the superseded data were derived.
 MH0395
 MH0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG570331(NAD 83)
 MH0395_MARKER: DB = BENCH MARK DISK
 MH0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0395_STAMPING: P 33 1934
 MH0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0395+STABILITY: SURFACE MOTION
 MH0395
 MH0395  HISTORY     - Date     Condition        Report By
 MH0395  HISTORY     - 1934     MONUMENTED       CGS
 MH0395
 MH0395                          STATION DESCRIPTION
 MH0395
 MH0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0395'3.9 MI N FROM ELKHART.
 MH0395'IN POLK COUNTY, 3.9 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND
 MH0395'AND PACIFIC RAILWAY FROM THE STATION AT ELKHART, POLK COUNTY,
 MH0395'3.2 MILES SOUTH OF CAMBRIDGE, STORY COUNTY, AT THE SIDING AT
 MH0395'LEES, AT A ROAD CROSSING, 49.2 FEET EAST OF THE EAST RAIL,
 MH0395'32 FEET NORTH OF THE CENTER LINE OF THE ROAD, 12.6 FEET NORTH
 MH0395'OF A FENCE CORNER, AND 2 FEET WEST OF A FENCE.  A STANDARD DISK,
 MH0395'STAMPED P 33 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MH0395'ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0692 ***********************************************************************
 OO0692  DESIGNATION -  P 34
 OO0692  PID         -  OO0692
 OO0692  STATE/COUNTY-  IA/WINNEBAGO
 OO0692  USGS QUAD   -  LAKE MILLS (1972)
 OO0692
 OO0692                         *CURRENT SURVEY CONTROL
 OO0692  ___________________________________________________________________
 OO0692* NAD 83(1986)-  43 24 55.     (N)    093 35 17.     (W)     SCALED    
 OO0692* NAVD 88     -       379.054  (meters)    1243.61   (feet)  ADJUSTED  
 OO0692  ___________________________________________________________________
 OO0692  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 OO0692  DYNAMIC HT  -         378.944 (meters)    1243.25  (feet)  COMP
 OO0692  MODELED GRAV-     980,318.3   (mgal)                       NAVD 88
 OO0692
 OO0692  VERT ORDER  -  SECOND    CLASS 0
 OO0692
 OO0692.The horizontal coordinates were scaled from a topographic map and have
 OO0692.an estimated accuracy of +/- 6 seconds.
 OO0692
 OO0692.The orthometric height was determined by differential leveling
 OO0692.and adjusted by the National Geodetic Survey in June 1991..
 OO0692
 OO0692.The geoid height was determined by GEOID03.
 OO0692
 OO0692.The dynamic height is computed by dividing the NAVD 88
 OO0692.geopotential number by the normal gravity value computed on the
 OO0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0692.degrees latitude (g = 980.6199 gals.).
 OO0692
 OO0692.The modeled gravity was interpolated from observed gravity values.
 OO0692
 OO0692;                    North         East    Units  Estimated Accuracy
 OO0692;SPC IA N     - 1,212,760.    1,492,870.      MT  (+/- 180 meters Scaled)
 OO0692
 OO0692                          SUPERSEDED SURVEY CONTROL
 OO0692
 OO0692  NGVD 29 (??/??/92)  379.016  (m)         1243.49   (f) ADJ UNCH    2 0
 OO0692
 OO0692.Superseded values are not recommended for survey control.
 OO0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0692.See file dsdata.txt to determine how the superseded data were derived.
 OO0692
 OO0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ523071(NAD 83)
 OO0692_MARKER: DB = BENCH MARK DISK
 OO0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0692_STAMPING: P 34 1934
 OO0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0692+STABILITY: SURFACE MOTION
 OO0692
 OO0692  HISTORY     - Date     Condition        Report By
 OO0692  HISTORY     - 1934     MONUMENTED       CGS
 OO0692  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0692
 OO0692                          STATION DESCRIPTION
 OO0692
 OO0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0692'2.7 MI SW FROM LAKE MILLS.
 OO0692'2.7 MILES SOUTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILWAY FROM
 OO0692'THE STATION AT LAKE MILLS, 0.1 MILE SOUTHWEST OF MILEPOST 141, 120
 OO0692'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 15, 44 FEET SOUTHEAST OF
 OO0692'THE SOUTHEAST RAIL, AND 3.9 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 OO0692'A STANDARD DISK, STAMPED P 34 1934 AND SET IN THE TOP OF A CONCRETE
 OO0692'POST PROJECTING 2 INCHES ABOVE GROUND.  NOTE-- THE MINNEAPOLIS AND ST.
 OO0692'LOUIS RAILWAY HAS BEEN MERGED WITH THE CHICAGO AND NORTHWESTERN
 OO0692'RAILWAY ON NOVEMBER 1960.
 OO0692
 OO0692                          STATION RECOVERY (1972)
 OO0692
 OO0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0649 ***********************************************************************
 OO0649  DESIGNATION -  P 35
 OO0649  PID         -  OO0649
 OO0649  STATE/COUNTY-  IA/WORTH
 OO0649  USGS QUAD   -  MANLY (1972)
 OO0649
 OO0649                         *CURRENT SURVEY CONTROL
 OO0649  ___________________________________________________________________
 OO0649* NAD 83(1986)-  43 19 21.     (N)    093 10 31.     (W)     SCALED    
 OO0649* NAVD 88     -       366.243  (meters)    1201.58   (feet)  ADJUSTED  
 OO0649  ___________________________________________________________________
 OO0649  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 OO0649  DYNAMIC HT  -         366.173 (meters)    1201.35  (feet)  COMP
 OO0649  MODELED GRAV-     980,419.5   (mgal)                       NAVD 88
 OO0649
 OO0649  VERT ORDER  -  SECOND    CLASS 0
 OO0649
 OO0649.The horizontal coordinates were scaled from a topographic map and have
 OO0649.an estimated accuracy of +/- 6 seconds.
 OO0649
 OO0649.The orthometric height was determined by differential leveling
 OO0649.and adjusted by the National Geodetic Survey in June 1991..
 OO0649
 OO0649.The geoid height was determined by GEOID03.
 OO0649
 OO0649.The dynamic height is computed by dividing the NAVD 88
 OO0649.geopotential number by the normal gravity value computed on the
 OO0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0649.degrees latitude (g = 980.6199 gals.).
 OO0649
 OO0649.The modeled gravity was interpolated from observed gravity values.
 OO0649
 OO0649;                    North         East    Units  Estimated Accuracy
 OO0649;SPC IA N     - 1,202,500.    1,526,340.      MT  (+/- 180 meters Scaled)
 OO0649
 OO0649                          SUPERSEDED SURVEY CONTROL
 OO0649
 OO0649  NGVD 29 (??/??/92)  366.257  (m)         1201.63   (f) ADJ UNCH    2 0
 OO0649
 OO0649.Superseded values are not recommended for survey control.
 OO0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0649.See file dsdata.txt to determine how the superseded data were derived.
 OO0649
 OO0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH857966(NAD 83)
 OO0649_MARKER: DB = BENCH MARK DISK
 OO0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0649_STAMPING: P 35 1934
 OO0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0649+STABILITY: SURFACE MOTION
 OO0649
 OO0649  HISTORY     - Date     Condition        Report By
 OO0649  HISTORY     - 1934     MONUMENTED       CGS
 OO0649
 OO0649                          STATION DESCRIPTION
 OO0649
 OO0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0649'2.5 MI NE FROM MANLY.
 OO0649'2.5 MILES NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0649'UNION STATION AT MANLY, WORTH COUNTY, 373 YARDS NORTHEAST OF MILEPOST
 OO0649'47, 0.4 MILE SOUTHWEST OF A SECTION-ROAD CROSSING, 44.6 FEET SOUTHEAST
 OO0649'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AND 1.5 FEET NORTHWEST OF THE
 OO0649'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 35 1934 AND SET IN THE
 OO0649'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0294 ***********************************************************************
 OO0294  DESIGNATION -  P 36
 OO0294  PID         -  OO0294
 OO0294  STATE/COUNTY-  IA/FLOYD
 OO0294  USGS QUAD   -  CHARLES CITY (1971)
 OO0294
 OO0294                         *CURRENT SURVEY CONTROL
 OO0294  ___________________________________________________________________
 OO0294* NAD 83(1986)-  43 04 53.     (N)    092 39 01.     (W)     SCALED    
 OO0294* NAVD 88     -       318.554  (meters)    1045.12   (feet)  ADJUSTED  
 OO0294  ___________________________________________________________________
 OO0294  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 OO0294  DYNAMIC HT  -         318.455 (meters)    1044.80  (feet)  COMP
 OO0294  MODELED GRAV-     980,301.4   (mgal)                       NAVD 88
 OO0294
 OO0294  VERT ORDER  -  SECOND    CLASS 0
 OO0294
 OO0294.The horizontal coordinates were scaled from a topographic map and have
 OO0294.an estimated accuracy of +/- 6 seconds.
 OO0294
 OO0294.The orthometric height was determined by differential leveling
 OO0294.and adjusted by the National Geodetic Survey in June 1991..
 OO0294
 OO0294.The geoid height was determined by GEOID03.
 OO0294
 OO0294.The dynamic height is computed by dividing the NAVD 88
 OO0294.geopotential number by the normal gravity value computed on the
 OO0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0294.degrees latitude (g = 980.6199 gals.).
 OO0294
 OO0294.The modeled gravity was interpolated from observed gravity values.
 OO0294
 OO0294;                    North         East    Units  Estimated Accuracy
 OO0294;SPC IA N     - 1,176,010.    1,569,190.      MT  (+/- 180 meters Scaled)
 OO0294
 OO0294                          SUPERSEDED SURVEY CONTROL
 OO0294
 OO0294  NGVD 29 (??/??/92)  318.543  (m)         1045.09   (f) ADJ UNCH    2 0
 OO0294
 OO0294.Superseded values are not recommended for survey control.
 OO0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0294.See file dsdata.txt to determine how the superseded data were derived.
 OO0294
 OO0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH284699(NAD 83)
 OO0294_MARKER: DB = BENCH MARK DISK
 OO0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0294_STAMPING: P 36 1934
 OO0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0294+STABILITY: SURFACE MOTION
 OO0294
 OO0294  HISTORY     - Date     Condition        Report By
 OO0294  HISTORY     - 1934     MONUMENTED       CGS
 OO0294  HISTORY     - 1978     GOOD             LOCENG
 OO0294  HISTORY     - 20040327 MARK NOT FOUND   JCLS
 OO0294
 OO0294                          STATION DESCRIPTION
 OO0294
 OO0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0294'1.2 MI E FROM CHARLES CITY.
 OO0294'1.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0294'RAILROAD FROM THE STATION AT CHARLES CITY, FLOYD COUNTY, 58 YARDS EAST
 OO0294'OF AN OVERHEAD BRIDGE FOR AN ELECTRIC RAILWAY, 45.7 FEET SOUTH OF THE
 OO0294'SOUTH RAIL, AND 1.5 FEET NORTH OF THE RIGHT OF WAY FENCE.  A STANDARD
 OO0294'DISK, STAMPED P 36 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0294'PROJECTING 6 INCHES ABOVE GROUND.
 OO0294
 OO0294                          STATION RECOVERY (1978)
 OO0294
 OO0294'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 OO0294'THE PHRASE AN ELECTRIC RAILWAY SHOULD BE CHANGED TO READ THE IOWA
 OO0294'TERMINAL RAILROAD.
 OO0294
 OO0294                          STATION RECOVERY (2004)
 OO0294
 OO0294'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OO0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0483 ***********************************************************************
 ON0483  DESIGNATION -  P 37
 ON0483  PID         -  ON0483
 ON0483  STATE/COUNTY-  IA/WINNESHIEK
 ON0483  USGS QUAD   -  FORT ATKINSON (1981)
 ON0483
 ON0483                         *CURRENT SURVEY CONTROL
 ON0483  ___________________________________________________________________
 ON0483* NAD 83(1986)-  43 11 24.     (N)    091 53 00.     (W)     SCALED    
 ON0483* NAVD 88     -       381.799  (meters)    1252.62   (feet)  ADJUSTED  
 ON0483  ___________________________________________________________________
 ON0483  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 ON0483  DYNAMIC HT  -         381.702 (meters)    1252.30  (feet)  COMP
 ON0483  MODELED GRAV-     980,354.5   (mgal)                       NAVD 88
 ON0483
 ON0483  VERT ORDER  -  SECOND    CLASS 0
 ON0483
 ON0483.The horizontal coordinates were scaled from a topographic map and have
 ON0483.an estimated accuracy of +/- 6 seconds.
 ON0483
 ON0483.The orthometric height was determined by differential leveling
 ON0483.and adjusted by the National Geodetic Survey in June 1991..
 ON0483
 ON0483.The geoid height was determined by GEOID03.
 ON0483
 ON0483.The dynamic height is computed by dividing the NAVD 88
 ON0483.geopotential number by the normal gravity value computed on the
 ON0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0483.degrees latitude (g = 980.6199 gals.).
 ON0483
 ON0483.The modeled gravity was interpolated from observed gravity values.
 ON0483
 ON0483;                    North         East    Units  Estimated Accuracy
 ON0483;SPC IA N     - 1,188,980.    1,631,410.      MT  (+/- 180 meters Scaled)
 ON0483
 ON0483                          SUPERSEDED SURVEY CONTROL
 ON0483
 ON0483  NGVD 29 (??/??/92)  381.807  (m)         1252.65   (f) ADJ UNCH    2 0
 ON0483
 ON0483.Superseded values are not recommended for survey control.
 ON0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0483.See file dsdata.txt to determine how the superseded data were derived.
 ON0483
 ON0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH907825(NAD 83)
 ON0483_MARKER: DB = BENCH MARK DISK
 ON0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0483_STAMPING: P 37 1934
 ON0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0483+STABILITY: SURFACE MOTION
 ON0483
 ON0483  HISTORY     - Date     Condition        Report By
 ON0483  HISTORY     - 1934     MONUMENTED       CGS
 ON0483  HISTORY     - 1934     GOOD             NGS
 ON0483  HISTORY     - 1977     MARK NOT FOUND   USGS
 ON0483
 ON0483                          STATION DESCRIPTION
 ON0483
 ON0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0483'0.7 MI SW FROM CALMAR.
 ON0483'0.7 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0483'PACIFIC RAILROAD FROM THE STATION AT CALMAR, WINNESHIEK COUNTY,
 ON0483'0.5 MILE SOUTHWEST OF THE JUNCTION WITH THE BRANCH LEADING TO
 ON0483'LE ROY, 28.5 FEET NORTHWEST OF THE NORTHWEST RAIL, AND 20.4 FEET
 ON0483'SOUTHEAST OF THE RIGHT-OF WAY FENCE.  A STANDARD DISK, STAMPED
 ON0483'P 37 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ON0483'7 INCHES ABOVE GROUND.
 ON0483
 ON0483                          STATION RECOVERY (1977)
 ON0483
 ON0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0786 ***********************************************************************
 NK0786  DESIGNATION -  P 38 RESET
 NK0786  PID         -  NK0786
 NK0786  STATE/COUNTY-  IA/CHICKASAW
 NK0786  USGS QUAD   -  FREDERICKSBURG (1971)
 NK0786
 NK0786                         *CURRENT SURVEY CONTROL
 NK0786  ___________________________________________________________________
 NK0786* NAD 83(1986)-  42 56 06.     (N)    092 11 21.     (W)     SCALED    
 NK0786* NAVD 88     -       335.77   (meters)    1101.6    (feet)  RESET     
 NK0786  ___________________________________________________________________
 NK0786  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 NK0786
 NK0786  VERT ORDER  -  THIRD
 NK0786
 NK0786.The horizontal coordinates were scaled from a topographic map and have
 NK0786.an estimated accuracy of +/- 6 seconds.
 NK0786
 NK0786.The orthometric height was computed from unverified reset data.
 NK0786
 NK0786.The geoid height was determined by GEOID03.
 NK0786
 NK0786;                    North         East    Units  Estimated Accuracy
 NK0786;SPC IA N     - 1,160,230.    1,606,990.      MT  (+/- 180 meters Scaled)
 NK0786
 NK0786                          SUPERSEDED SURVEY CONTROL
 NK0786
 NK0786  NGVD 29 (05/12/04)  335.78   (m)         1101.6    (f) RESET       3  
 NK0786
 NK0786.Superseded values are not recommended for survey control.
 NK0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0786.See file dsdata.txt to determine how the superseded data were derived.
 NK0786
 NK0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH661539(NAD 83)
 NK0786_MARKER: DB = BENCH MARK DISK
 NK0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0786_SP_SET: CONCRETE POST
 NK0786_STAMPING: P 38 RESET 1984
 NK0786_MARK LOGO: NGS   
 NK0786_PROJECTION: PROJECTING 15 CENTIMETERS
 NK0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0786+STABILITY: SURFACE MOTION
 NK0786
 NK0786  HISTORY     - Date     Condition        Report By
 NK0786  HISTORY     - 1984     MONUMENTED       NGS
 NK0786
 NK0786                          STATION DESCRIPTION
 NK0786
 NK0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NK0786'4.2 KM (2.60 MI) SE FROM FREDERICKSBURG.
 NK0786'3.38 KM (2.10 MI) SOUTH ALONG WASHINGTON AVENUE AND A GRAVELED COUNTY
 NK0786'ROAD, FROM THE INTERSECTION WITH MAIN STREET AND U.S. HIGHWAY 18 IN
 NK0786'FREDERICKSBURG, THENCE 0.80 KM (0.50 MI) LEFT AND EAST ALONG A
 NK0786'GRAVELED ROAD TO THE MARK ON THE LEFT, 9.45 M (31.0 FT) NORTH FROM
 NK0786'THE CENTERLINE OF THE ROAD, 3.11 M (10.2 FT) EAST FROM A POWERLINE
 NK0786'POLE, 0.60 M (2.0 FT) SOUTH FROM A FENCE.
 NK0786'THE MARK IS 0.46 METERS  W FROM  A WITNESS POST
 NK0786'THE MARK IS 1.80 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0175 ***********************************************************************
 NK0175  DESIGNATION -  P 39
 NK0175  PID         -  NK0175
 NK0175  STATE/COUNTY-  IA/BREMER
 NK0175  USGS QUAD   -  NASHUA (1971)
 NK0175
 NK0175                         *CURRENT SURVEY CONTROL
 NK0175  ___________________________________________________________________
 NK0175* NAD 83(1986)-  42 52 30.     (N)    092 32 32.     (W)     SCALED    
 NK0175* NAVD 88     -       291.828  (meters)     957.44   (feet)  ADJUSTED  
 NK0175  ___________________________________________________________________
 NK0175  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 NK0175  DYNAMIC HT  -         291.734 (meters)     957.13  (feet)  COMP
 NK0175  MODELED GRAV-     980,290.9   (mgal)                       NAVD 88
 NK0175
 NK0175  VERT ORDER  -  SECOND    CLASS 0
 NK0175
 NK0175.The horizontal coordinates were scaled from a topographic map and have
 NK0175.an estimated accuracy of +/- 6 seconds.
 NK0175
 NK0175.The orthometric height was determined by differential leveling
 NK0175.and adjusted by the National Geodetic Survey in June 1991..
 NK0175
 NK0175.The geoid height was determined by GEOID03.
 NK0175
 NK0175.The dynamic height is computed by dividing the NAVD 88
 NK0175.geopotential number by the normal gravity value computed on the
 NK0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0175.degrees latitude (g = 980.6199 gals.).
 NK0175
 NK0175.The modeled gravity was interpolated from observed gravity values.
 NK0175
 NK0175;                    North         East    Units  Estimated Accuracy
 NK0175;SPC IA N     - 1,153,180.    1,578,250.      MT  (+/- 180 meters Scaled)
 NK0175
 NK0175                          SUPERSEDED SURVEY CONTROL
 NK0175
 NK0175  NGVD 29 (??/??/92)  291.822  (m)          957.42   (f) ADJ UNCH    2 0
 NK0175
 NK0175.Superseded values are not recommended for survey control.
 NK0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0175.See file dsdata.txt to determine how the superseded data were derived.
 NK0175
 NK0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH373470(NAD 83)
 NK0175_MARKER: DB = BENCH MARK DISK
 NK0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0175_STAMPING: P 39 1934
 NK0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0175+STABILITY: SURFACE MOTION
 NK0175
 NK0175  HISTORY     - Date     Condition        Report By
 NK0175  HISTORY     - 1934     MONUMENTED       CGS
 NK0175  HISTORY     - 1971     MARK NOT FOUND   USGS
 NK0175
 NK0175                          STATION DESCRIPTION
 NK0175
 NK0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0175'2.3 MI N FROM PLAINFIELD.
 NK0175'2.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NK0175'STATION AT PLAINFIELD, BREMER COUNTY, 45 FEET WEST OF THE WEST
 NK0175'RAIL, AND 1.7 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NK0175'DISK, STAMPED P 39 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0175'PROJECTING 4 INCHES ABOVE GROUND.
 NK0175
 NK0175                          STATION RECOVERY (1971)
 NK0175
 NK0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NK0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0371 ***********************************************************************
 MH0371  DESIGNATION -  P 4
 MH0371  PID         -  MH0371
 MH0371  STATE/COUNTY-  IA/POLK
 MH0371  USGS QUAD   -  DES MOINES SE (1976)
 MH0371
 MH0371                         *CURRENT SURVEY CONTROL
 MH0371  ___________________________________________________________________
 MH0371* NAD 83(1986)-  41 35 01.     (N)    093 31 58.     (W)     SCALED    
 MH0371* NAVD 88     -       242.789  (meters)     796.55   (feet)  ADJUSTED  
 MH0371  ___________________________________________________________________
 MH0371  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 MH0371  DYNAMIC HT  -         242.686 (meters)     796.21  (feet)  COMP
 MH0371  MODELED GRAV-     980,191.7   (mgal)                       NAVD 88
 MH0371
 MH0371  VERT ORDER  -  FIRST     CLASS II
 MH0371
 MH0371.The horizontal coordinates were scaled from a topographic map and have
 MH0371.an estimated accuracy of +/- 6 seconds.
 MH0371
 MH0371.The orthometric height was determined by differential leveling
 MH0371.and adjusted by the National Geodetic Survey in June 1991..
 MH0371
 MH0371.The geoid height was determined by GEOID03.
 MH0371
 MH0371.The dynamic height is computed by dividing the NAVD 88
 MH0371.geopotential number by the normal gravity value computed on the
 MH0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0371.degrees latitude (g = 980.6199 gals.).
 MH0371
 MH0371.The modeled gravity was interpolated from observed gravity values.
 MH0371
 MH0371;                    North         East    Units  Estimated Accuracy
 MH0371;SPC IA S     -   175,860.      497,270.      MT  (+/- 180 meters Scaled)
 MH0371
 MH0371                          SUPERSEDED SURVEY CONTROL
 MH0371
 MH0371  NGVD 29 (??/??/92)  242.762  (m)          796.46   (f) ADJ UNCH    1 2
 MH0371
 MH0371.Superseded values are not recommended for survey control.
 MH0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0371.See file dsdata.txt to determine how the superseded data were derived.
 MH0371
 MH0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG555036(NAD 83)
 MH0371_MARKER: DB = BENCH MARK DISK
 MH0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0371_SP_SET: BRIDGE ABUTMENT
 MH0371_STAMPING: 796.462 P 4 1930
 MH0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0371
 MH0371  HISTORY     - Date     Condition        Report By
 MH0371  HISTORY     - 1930     MONUMENTED       CGS
 MH0371  HISTORY     - 1934     GOOD             NGS
 MH0371
 MH0371                          STATION DESCRIPTION
 MH0371
 MH0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0371'4.5 MI E FROM DES MOINES.
 MH0371'4.5 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MH0371'FROM THE RIVER AT DES MOINES, POLK COUNTY, IN THE TOP OF THE
 MH0371'NORTHEAST ABUTMENT OF BRIDGE 3603, AND NORTHWEST OF THE SOUTH
 MH0371'TRACK.  A STANDARD DISK, STAMPED 796.462 P 4 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0275 ***********************************************************************
 OO0275  DESIGNATION -  P 40
 OO0275  PID         -  OO0275
 OO0275  STATE/COUNTY-  IA/MITCHELL
 OO0275  USGS QUAD   -  OSAGE SW (1972)
 OO0275
 OO0275                         *CURRENT SURVEY CONTROL
 OO0275  ___________________________________________________________________
 OO0275* NAD 83(1986)-  43 21 15.     (N)    092 53 44.     (W)     SCALED    
 OO0275* NAVD 88     -       364.166  (meters)    1194.77   (feet)  ADJUSTED  
 OO0275  ___________________________________________________________________
 OO0275  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 OO0275  DYNAMIC HT  -         364.074 (meters)    1194.47  (feet)  COMP
 OO0275  MODELED GRAV-     980,357.2   (mgal)                       NAVD 88
 OO0275
 OO0275  VERT ORDER  -  SECOND    CLASS 0
 OO0275
 OO0275.The horizontal coordinates were scaled from a topographic map and have
 OO0275.an estimated accuracy of +/- 6 seconds.
 OO0275
 OO0275.The orthometric height was determined by differential leveling
 OO0275.and adjusted by the National Geodetic Survey in June 1991..
 OO0275
 OO0275.The geoid height was determined by GEOID03.
 OO0275
 OO0275.The dynamic height is computed by dividing the NAVD 88
 OO0275.geopotential number by the normal gravity value computed on the
 OO0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0275.degrees latitude (g = 980.6199 gals.).
 OO0275
 OO0275.The modeled gravity was interpolated from observed gravity values.
 OO0275
 OO0275;                    North         East    Units  Estimated Accuracy
 OO0275;SPC IA N     - 1,206,140.    1,549,000.      MT  (+/- 180 meters Scaled)
 OO0275
 OO0275                          SUPERSEDED SURVEY CONTROL
 OO0275
 OO0275  NGVD 29 (??/??/92)  364.159  (m)         1194.74   (f) ADJ UNCH    2 0
 OO0275
 OO0275.Superseded values are not recommended for survey control.
 OO0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0275.See file dsdata.txt to determine how the superseded data were derived.
 OO0275
 OO0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ084001(NAD 83)
 OO0275_MARKER: DB = BENCH MARK DISK
 OO0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0275_STAMPING: P 40 1934
 OO0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0275+STABILITY: SURFACE MOTION
 OO0275
 OO0275  HISTORY     - Date     Condition        Report By
 OO0275  HISTORY     - 1934     MONUMENTED       CGS
 OO0275
 OO0275                          STATION DESCRIPTION
 OO0275
 OO0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0275'2.0 MI SE FROM SAINT ANSGAR.
 OO0275'2.0 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 OO0275'STATION AT SAINT ANSGAR, MITCHELL COUNTY, 62.4 FEET NORTHEAST OF
 OO0275'MILEPOST 65, 0.2 MILE SOUTHEAST OF A SECTION ROAD CROSSING, 46.4 FEET
 OO0275'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 17.5 FEET NORTHWEST
 OO0275'OF A FENCE INTERSECTION, AND 1 FOOT SOUTHWEST OF THE RIGHT OF WAY
 OO0275'FENCE.  A STANDARD DISK, STAMPED P 40 1934 AND SET IN THE TOP OF A
 OO0275'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1648 ***********************************************************************
 OO1648  DESIGNATION -  P 41 RESET
 OO1648  PID         -  OO1648
 OO1648  STATE/COUNTY-  IA/HOWARD
 OO1648  USGS QUAD   -  LIME SPRINGS (1981)
 OO1648
 OO1648                         *CURRENT SURVEY CONTROL
 OO1648  ___________________________________________________________________
 OO1648* NAD 83(1986)-  43 27 34.     (N)    092 18 21.     (W)     SCALED    
 OO1648* NAVD 88     -       369.81   (meters)    1213.3    (feet)  RESET     
 OO1648  ___________________________________________________________________
 OO1648  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 OO1648
 OO1648  VERT ORDER  -  THIRD
 OO1648
 OO1648.The horizontal coordinates were scaled from a topographic map and have
 OO1648.an estimated accuracy of +/- 6 seconds.
 OO1648
 OO1648.The orthometric height was computed from unverified reset data.
 OO1648
 OO1648.The geoid height was determined by GEOID03.
 OO1648
 OO1648;                    North         East    Units  Estimated Accuracy
 OO1648;SPC IA N     - 1,218,340.    1,596,650.      MT  (+/- 180 meters Scaled)
 OO1648
 OO1648                          SUPERSEDED SURVEY CONTROL
 OO1648
 OO1648  NGVD 29 (05/12/04)  369.80   (m)         1213.3    (f) RESET       3  
 OO1648
 OO1648.Superseded values are not recommended for survey control.
 OO1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1648.See file dsdata.txt to determine how the superseded data were derived.
 OO1648
 OO1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ561120(NAD 83)
 OO1648_MARKER: DV = VERTICAL CONTROL DISK
 OO1648_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1648_SP_SET: RAIL BARRIER WALL
 OO1648_STAMPING: P 41 RESET 1993
 OO1648_MARK LOGO: NGS   
 OO1648_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1648+STABILITY: SURFACE MOTION
 OO1648
 OO1648  HISTORY     - Date     Condition        Report By
 OO1648  HISTORY     - 1993     MONUMENTED       IAHD
 OO1648
 OO1648                          STATION DESCRIPTION
 OO1648
 OO1648'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1993
 OO1648'1.6 MILES (2.6 KM) NORTHWEST ALONG CHICAGO, MILWAUKEE, ST.  PAUL AND
 OO1648'PACIFIC RAILROAD FROM THE STATION IN LIME SPRINGS, IN SEC 19, T100N,
 OO1648'R12W, FROM INTERSECTION OF 63 AND 157, 0.81 MILES (1.30 KM) NORTHWEST
 OO1648'ALONG ROAD, AT BEAVER CREEK BRIDGE, ROAD ALIGNMENT STATION 433+37.42,
 OO1648'SOUTHWEST WINGWALL, 23 FEET (7.0 M) LEFT OF AND 3.5 FEET (1.1 M)
 OO1648'ABOVE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0465 ***********************************************************************
 ON0465  DESIGNATION -  P 42
 ON0465  PID         -  ON0465
 ON0465  STATE/COUNTY-  IA/WINNESHIEK
 ON0465  USGS QUAD   -  DECORAH (1981)
 ON0465
 ON0465                         *CURRENT SURVEY CONTROL
 ON0465  ___________________________________________________________________
 ON0465* NAD 83(1986)-  43 18 01.     (N)    091 47 57.     (W)     SCALED    
 ON0465* NAVD 88     -       270.610  (meters)     887.83   (feet)  ADJUSTED  
 ON0465  ___________________________________________________________________
 ON0465  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ON0465  DYNAMIC HT  -         270.555 (meters)     887.65  (feet)  COMP
 ON0465  MODELED GRAV-     980,412.6   (mgal)                       NAVD 88
 ON0465
 ON0465  VERT ORDER  -  SECOND    CLASS 0
 ON0465
 ON0465.The horizontal coordinates were scaled from a topographic map and have
 ON0465.an estimated accuracy of +/- 6 seconds.
 ON0465
 ON0465.The orthometric height was determined by differential leveling
 ON0465.and adjusted by the National Geodetic Survey in June 1991..
 ON0465
 ON0465.The geoid height was determined by GEOID03.
 ON0465
 ON0465.The dynamic height is computed by dividing the NAVD 88
 ON0465.geopotential number by the normal gravity value computed on the
 ON0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0465.degrees latitude (g = 980.6199 gals.).
 ON0465
 ON0465.The modeled gravity was interpolated from observed gravity values.
 ON0465
 ON0465;                    North         East    Units  Estimated Accuracy
 ON0465;SPC IA N     - 1,201,360.    1,638,000.      MT  (+/- 180 meters Scaled)
 ON0465
 ON0465                          SUPERSEDED SURVEY CONTROL
 ON0465
 ON0465  NGVD 29 (??/??/92)  270.645  (m)          887.94   (f) ADJ UNCH    2 0
 ON0465
 ON0465.Superseded values are not recommended for survey control.
 ON0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0465.See file dsdata.txt to determine how the superseded data were derived.
 ON0465
 ON0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH974948(NAD 83)
 ON0465_MARKER: DB = BENCH MARK DISK
 ON0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0465_STAMPING: P 42 1934
 ON0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0465+STABILITY: SURFACE MOTION
 ON0465
 ON0465  HISTORY     - Date     Condition        Report By
 ON0465  HISTORY     - 1934     MONUMENTED       CGS
 ON0465  HISTORY     - 1977     MARK NOT FOUND   USGS
 ON0465
 ON0465                          STATION DESCRIPTION
 ON0465
 ON0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0465'0.6 MI SW FROM DECORAH.
 ON0465'0.6 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0465'PACIFIC RAILROAD FROM THE STATION AT DECORAH, WINNESHIEK
 ON0465'COUNTY, 0.2 MILE SOUTHWEST OF MILEPOST 9, 60 YARDS SOUTHWEST OF
 ON0465'CULVERT S 719, 55.6 FEET SOUTHEAST OF THE CENTERLINE OF U.S.
 ON0465'HIGHWAY 52, 18 FEET NORTHWEST OF THE NORTHWEST RAIL, AND 7.8 FEET
 ON0465'SOUTH OF A POLE.  A STANDARD DISK, STAMPED P 42 1934 AND SET IN
 ON0465'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 ON0465'GROUND.
 ON0465
 ON0465                          STATION RECOVERY (1977)
 ON0465
 ON0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0120 ***********************************************************************
 MH0120  DESIGNATION -  P 5
 MH0120  PID         -  MH0120
 MH0120  STATE/COUNTY-  IA/MAHASKA
 MH0120  USGS QUAD   -  OSKALOOSA (1968)
 MH0120
 MH0120                         *CURRENT SURVEY CONTROL
 MH0120  ___________________________________________________________________
 MH0120* NAD 83(1986)-  41 17 58.     (N)    092 43 08.     (W)     SCALED    
 MH0120* NAVD 88     -       222.622  (meters)     730.39   (feet)  ADJUSTED  
 MH0120  ___________________________________________________________________
 MH0120  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 MH0120  DYNAMIC HT  -         222.526 (meters)     730.07  (feet)  COMP
 MH0120  MODELED GRAV-     980,187.1   (mgal)                       NAVD 88
 MH0120
 MH0120  VERT ORDER  -  FIRST     CLASS II
 MH0120
 MH0120.The horizontal coordinates were scaled from a topographic map and have
 MH0120.an estimated accuracy of +/- 6 seconds.
 MH0120
 MH0120.The orthometric height was determined by differential leveling
 MH0120.and adjusted by the National Geodetic Survey in June 1991..
 MH0120
 MH0120.The geoid height was determined by GEOID03.
 MH0120
 MH0120.The dynamic height is computed by dividing the NAVD 88
 MH0120.geopotential number by the normal gravity value computed on the
 MH0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0120.degrees latitude (g = 980.6199 gals.).
 MH0120
 MH0120.The modeled gravity was interpolated from observed gravity values.
 MH0120
 MH0120;                    North         East    Units  Estimated Accuracy
 MH0120;SPC IA S     -   144,600.      565,420.      MT  (+/- 180 meters Scaled)
 MH0120
 MH0120                          SUPERSEDED SURVEY CONTROL
 MH0120
 MH0120  NGVD 29 (??/??/92)  222.602  (m)          730.32   (f) ADJ UNCH    1 2
 MH0120
 MH0120.Superseded values are not recommended for survey control.
 MH0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0120.See file dsdata.txt to determine how the superseded data were derived.
 MH0120
 MH0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF235720(NAD 83)
 MH0120_MARKER: DB = BENCH MARK DISK
 MH0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0120_STAMPING: 730.320 P 5 1930
 MH0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0120+STABILITY: SURFACE MOTION
 MH0120
 MH0120  HISTORY     - Date     Condition        Report By
 MH0120  HISTORY     - 1930     MONUMENTED       CGS
 MH0120  HISTORY     - 1942     GOOD             NGS
 MH0120
 MH0120                          STATION DESCRIPTION
 MH0120
 MH0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MH0120'0.8 MI SE FROM EVANS.
 MH0120'3/4 MILE SOUTHEAST ALONG THE OSKALOSSA BRANCH OF THE CHICAGO,
 MH0120'ROCK ISLAND AND PACIFIC RAILWAY FROM EVANS, MAHASKA COUNTY, 108
 MH0120'FEET SOUTHEAST OF POWERLINE TOWER 325, EAST OF A FARM ROAD
 MH0120'CROSSING, AND 29 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.
 MH0120'A STANDARD DISK, STAMPED 730.320 P 5 1930 AND SET IN THE TOP OF A
 MH0120'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0464 ***********************************************************************
 MG0464  DESIGNATION -  P 6
 MG0464  PID         -  MG0464
 MG0464  STATE/COUNTY-  IA/KEOKUK
 MG0464  USGS QUAD   -  RICHLAND (1980)
 MG0464
 MG0464                         *CURRENT SURVEY CONTROL
 MG0464  ___________________________________________________________________
 MG0464* NAD 83(1986)-  41 12 02.     (N)    091 59 25.     (W)     SCALED    
 MG0464* NAVD 88     -       202.590  (meters)     664.66   (feet)  ADJUSTED  
 MG0464  ___________________________________________________________________
 MG0464  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 MG0464  DYNAMIC HT  -         202.502 (meters)     664.38  (feet)  COMP
 MG0464  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 MG0464
 MG0464  VERT ORDER  -  FIRST     CLASS II
 MG0464
 MG0464.The horizontal coordinates were scaled from a topographic map and have
 MG0464.an estimated accuracy of +/- 6 seconds.
 MG0464
 MG0464.The orthometric height was determined by differential leveling
 MG0464.and adjusted by the National Geodetic Survey in June 1991..
 MG0464
 MG0464.The geoid height was determined by GEOID03.
 MG0464
 MG0464.The dynamic height is computed by dividing the NAVD 88
 MG0464.geopotential number by the normal gravity value computed on the
 MG0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0464.degrees latitude (g = 980.6199 gals.).
 MG0464
 MG0464.The modeled gravity was interpolated from observed gravity values.
 MG0464
 MG0464;                    North         East    Units  Estimated Accuracy
 MG0464;SPC IA S     -   134,420.      626,620.      MT  (+/- 180 meters Scaled)
 MG0464
 MG0464                          SUPERSEDED SURVEY CONTROL
 MG0464
 MG0464  NGVD 29 (??/??/92)  202.613  (m)          664.74   (f) ADJ UNCH    1 2
 MG0464
 MG0464.Superseded values are not recommended for survey control.
 MG0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0464.See file dsdata.txt to determine how the superseded data were derived.
 MG0464
 MG0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF846615(NAD 83)
 MG0464_MARKER: DB = BENCH MARK DISK
 MG0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0464_SP_SET: ABUTMENT
 MG0464_STAMPING: 664.739 P 6 1930
 MG0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0464
 MG0464  HISTORY     - Date     Condition        Report By
 MG0464  HISTORY     - 1930     MONUMENTED       CGS
 MG0464  HISTORY     - 1941     GOOD             NGS
 MG0464
 MG0464                          STATION DESCRIPTION
 MG0464
 MG0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0464'0.2 MI NE FROM RICHLAND.
 MG0464'0.25 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0464'AND PACIFIC RAILROAD FROM RICHLAND, KEOKUK COUNTY, AND IN THE
 MG0464'SOUTH END OF THE WEST ABUTMENT OF A BRIDGE.  A STANDARD DISK,
 MG0464'STAMPED 664.739 P 6 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0180 ***********************************************************************
 LE0180  DESIGNATION -  P 7
 LE0180  PID         -  LE0180
 LE0180  STATE/COUNTY-  IA/DAVIS
 LE0180  USGS QUAD   -  WEST GROVE (1979)
 LE0180
 LE0180                         *CURRENT SURVEY CONTROL
 LE0180  ___________________________________________________________________
 LE0180* NAD 83(1986)-  40 42 41.     (N)    092 36 02.     (W)     SCALED    
 LE0180* NAVD 88     -       290.011  (meters)     951.48   (feet)  ADJUSTED  
 LE0180  ___________________________________________________________________
 LE0180  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LE0180  DYNAMIC HT  -         289.868 (meters)     951.01  (feet)  COMP
 LE0180  MODELED GRAV-     980,124.7   (mgal)                       NAVD 88
 LE0180
 LE0180  VERT ORDER  -  FIRST     CLASS II
 LE0180
 LE0180.The horizontal coordinates were scaled from a topographic map and have
 LE0180.an estimated accuracy of +/- 6 seconds.
 LE0180
 LE0180.The orthometric height was determined by differential leveling
 LE0180.and adjusted by the National Geodetic Survey in June 1991..
 LE0180
 LE0180.The geoid height was determined by GEOID03.
 LE0180
 LE0180.The dynamic height is computed by dividing the NAVD 88
 LE0180.geopotential number by the normal gravity value computed on the
 LE0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0180.degrees latitude (g = 980.6199 gals.).
 LE0180
 LE0180.The modeled gravity was interpolated from observed gravity values.
 LE0180
 LE0180;                    North         East    Units  Estimated Accuracy
 LE0180;SPC IA S     -    79,390.      576,000.      MT  (+/- 180 meters Scaled)
 LE0180
 LE0180                          SUPERSEDED SURVEY CONTROL
 LE0180
 LE0180  NGVD 29 (??/??/92)  289.994  (m)          951.42   (f) ADJ UNCH    1 2
 LE0180
 LE0180.Superseded values are not recommended for survey control.
 LE0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0180.See file dsdata.txt to determine how the superseded data were derived.
 LE0180
 LE0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF337067(NAD 83)
 LE0180_MARKER: DB = BENCH MARK DISK
 LE0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0180_STAMPING: 951.337 P 7 1930
 LE0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0180+STABILITY: SURFACE MOTION
 LE0180
 LE0180  HISTORY     - Date     Condition        Report By
 LE0180  HISTORY     - 1930     MONUMENTED       CGS
 LE0180  HISTORY     - 1943     GOOD             NGS
 LE0180
 LE0180                          STATION DESCRIPTION
 LE0180
 LE0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0180'5 MI E FROM MOULTON.
 LE0180'IN DAVIS COUNTY, 5.0 MILES EAST ALONG THE WABASH RAILWAY FROM
 LE0180'MOULTON, APPANOOSE COUNTY, 600 FEET NORTHEAST OF MILEPOST 31,
 LE0180'350 FEET SOUTHWEST OF A ROAD CROSSING, 67 FEET WEST OF A WHISTLE
 LE0180'POST, 47 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK.  A
 LE0180'STANDARD DISK, STAMPED 951.337 P 7 1930 AND SET IN THE TOP OF
 LE0180'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0337 ***********************************************************************
 MG0337  DESIGNATION -  P 70
 MG0337  PID         -  MG0337
 MG0337  STATE/COUNTY-  IA/SCOTT
 MG0337  USGS QUAD   -  DIXON (1991)
 MG0337
 MG0337                         *CURRENT SURVEY CONTROL
 MG0337  ___________________________________________________________________
 MG0337* NAD 83(1986)-  41 44 33.     (N)    090 46 54.     (W)     SCALED    
 MG0337* NAVD 88     -       208.512  (meters)     684.09   (feet)  ADJUSTED  
 MG0337  ___________________________________________________________________
 MG0337  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 MG0337  DYNAMIC HT  -         208.436 (meters)     683.84  (feet)  COMP
 MG0337  MODELED GRAV-     980,250.3   (mgal)                       NAVD 88
 MG0337
 MG0337  VERT ORDER  -  SECOND    CLASS 0
 MG0337
 MG0337.The horizontal coordinates were scaled from a topographic map and have
 MG0337.an estimated accuracy of +/- 6 seconds.
 MG0337
 MG0337.The orthometric height was determined by differential leveling
 MG0337.and adjusted by the National Geodetic Survey in June 1991..
 MG0337
 MG0337.The geoid height was determined by GEOID03.
 MG0337
 MG0337.The dynamic height is computed by dividing the NAVD 88
 MG0337.geopotential number by the normal gravity value computed on the
 MG0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0337.degrees latitude (g = 980.6199 gals.).
 MG0337
 MG0337.The modeled gravity was interpolated from observed gravity values.
 MG0337
 MG0337;                    North         East    Units  Estimated Accuracy
 MG0337;SPC IA S     -   197,040.      726,080.      MT  (+/- 180 meters Scaled)
 MG0337
 MG0337                          SUPERSEDED SURVEY CONTROL
 MG0337
 MG0337  NGVD 29 (??/??/92)  208.56   (m)          684.3    (f) COMPUTED    2 0
 MG0337
 MG0337.Superseded values are not recommended for survey control.
 MG0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0337.See file dsdata.txt to determine how the superseded data were derived.
 MG0337
 MG0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG844235(NAD 83)
 MG0337_MARKER: DB = BENCH MARK DISK
 MG0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0337_SP_SET: FOUNDATION
 MG0337_STAMPING: P 70 1934
 MG0337_MARK LOGO: CGS   
 MG0337_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0337
 MG0337  HISTORY     - Date     Condition        Report By
 MG0337  HISTORY     - 1934     MONUMENTED       CGS
 MG0337  HISTORY     - 19961118 GOOD             USPSQD
 MG0337  HISTORY     - 20000404 GOOD             AERSVC
 MG0337  HISTORY     - 20050714 MARK NOT FOUND   GEOCAC
 MG0337
 MG0337                          STATION DESCRIPTION
 MG0337
 MG0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0337'AT DIXON.
 MG0337'AT THE DIXON SAVINGS BANK.  SET IN THE NORTHWEST CORNER OF THE
 MG0337'BUILDING ABOUT 4.5 FEET ABOVE THE LEVEL OF THE SIDEWALK, FACING
 MG0337'STREET.
 MG0337
 MG0337                          STATION RECOVERY (1996)
 MG0337
 MG0337'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0337'RECOVERED IN GOOD CONDITION.
 MG0337
 MG0337                          STATION RECOVERY (2000)
 MG0337
 MG0337'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0337'FOUND AS DESCRIBED.
 MG0337
 MG0337                          STATION RECOVERY (2005)
 MG0337
 MG0337'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 MG0337'THE SOUTH FACE OF THE BANK HAS BEEN REBUILT.  A THOROUGH SEARCH WAS
 MG0337'CONDUCTED AND THE MARK WAS NOT FOUND.
 MG0337' 
 MG0337'A DISK STAMPED 'P 70 RESET 1955' WAS FOUND AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0514 ***********************************************************************
 NJ0514  DESIGNATION -  P 71
 NJ0514  PID         -  NJ0514
 NJ0514  STATE/COUNTY-  IA/JONES
 NJ0514  USGS QUAD   -  SCOTCH GROVE (1980)
 NJ0514
 NJ0514                         *CURRENT SURVEY CONTROL
 NJ0514  ___________________________________________________________________
 NJ0514* NAD 83(1986)-  42 08 52.     (N)    091 05 56.     (W)     SCALED    
 NJ0514* NAVD 88     -       276.435  (meters)     906.94   (feet)  ADJUSTED  
 NJ0514  ___________________________________________________________________
 NJ0514  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 NJ0514  DYNAMIC HT  -         276.335 (meters)     906.61  (feet)  COMP
 NJ0514  MODELED GRAV-     980,254.7   (mgal)                       NAVD 88
 NJ0514
 NJ0514  VERT ORDER  -  SECOND    CLASS 0
 NJ0514
 NJ0514.The horizontal coordinates were scaled from a topographic map and have
 NJ0514.an estimated accuracy of +/- 6 seconds.
 NJ0514
 NJ0514.The orthometric height was determined by differential leveling
 NJ0514.and adjusted by the National Geodetic Survey in June 1991..
 NJ0514
 NJ0514.The geoid height was determined by GEOID03.
 NJ0514
 NJ0514.The dynamic height is computed by dividing the NAVD 88
 NJ0514.geopotential number by the normal gravity value computed on the
 NJ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0514.degrees latitude (g = 980.6199 gals.).
 NJ0514
 NJ0514.The modeled gravity was interpolated from observed gravity values.
 NJ0514
 NJ0514;                    North         East    Units  Estimated Accuracy
 NJ0514;SPC IA N     - 1,074,770.    1,698,440.      MT  (+/- 180 meters Scaled)
 NJ0514
 NJ0514                          SUPERSEDED SURVEY CONTROL
 NJ0514
 NJ0514  NGVD 29 (??/??/92)  276.458  (m)          907.01   (f) ADJ UNCH    2 0
 NJ0514
 NJ0514.Superseded values are not recommended for survey control.
 NJ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0514.See file dsdata.txt to determine how the superseded data were derived.
 NJ0514
 NJ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG570679(NAD 83)
 NJ0514_MARKER: DB = BENCH MARK DISK
 NJ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0514_STAMPING: P 71 1934
 NJ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0514+STABILITY: SURFACE MOTION
 NJ0514
 NJ0514  HISTORY     - Date     Condition        Report By
 NJ0514  HISTORY     - 1934     MONUMENTED       CGS
 NJ0514  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0514  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 NJ0514  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0514
 NJ0514                          STATION DESCRIPTION
 NJ0514
 NJ0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0514'2 MI N FROM CENTER JUNCTION.
 NJ0514'2.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0514'PACIFIC RAILROAD FROM THE STATION AT CENTER JUNCTION, JONES
 NJ0514'COUNTY, 8 POLES NORTH OF MILEPOST 60, 245 FEET SOUTH OF A PUBLIC
 NJ0514'ROAD CROSSING, 215 FEET NORTH OF WOODEN TRESTLE 314, 27 FEET
 NJ0514'WEST OF THE CENTERLINE OF THE TRACK, 2 FEET EAST OF THE
 NJ0514'RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 NJ0514'STANDARD DISK, STAMPED P 71 1934 AND SET IN THE TOP OF A CONCRETE
 NJ0514'POST.
 NJ0514
 NJ0514                          STATION RECOVERY (1977)
 NJ0514
 NJ0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0514'MARK NOT FOUND.
 NJ0514
 NJ0514                          STATION RECOVERY (1995)
 NJ0514
 NJ0514'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0514'MARK NOT FOUND.
 NJ0514
 NJ0514                          STATION RECOVERY (1998)
 NJ0514
 NJ0514'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0417 ***********************************************************************
 NJ0417  DESIGNATION -  P 73
 NJ0417  PID         -  NJ0417
 NJ0417  STATE/COUNTY-  IA/DELAWARE
 NJ0417  USGS QUAD   -  THORPE (1965)
 NJ0417
 NJ0417                         *CURRENT SURVEY CONTROL
 NJ0417  ___________________________________________________________________
 NJ0417* NAD 83(1986)-  42 34 29.     (N)    091 29 16.     (W)     SCALED    
 NJ0417* NAVD 88     -       307.029  (meters)    1007.31   (feet)  ADJUSTED  
 NJ0417  ___________________________________________________________________
 NJ0417  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 NJ0417  DYNAMIC HT  -         306.947 (meters)    1007.04  (feet)  COMP
 NJ0417  MODELED GRAV-     980,345.5   (mgal)                       NAVD 88
 NJ0417
 NJ0417  VERT ORDER  -  SECOND    CLASS 0
 NJ0417
 NJ0417.The horizontal coordinates were scaled from a topographic map and have
 NJ0417.an estimated accuracy of +/- 6 seconds.
 NJ0417
 NJ0417.The orthometric height was determined by differential leveling
 NJ0417.and adjusted by the National Geodetic Survey in June 1991..
 NJ0417
 NJ0417.The geoid height was determined by GEOID03.
 NJ0417
 NJ0417.The dynamic height is computed by dividing the NAVD 88
 NJ0417.geopotential number by the normal gravity value computed on the
 NJ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0417.degrees latitude (g = 980.6199 gals.).
 NJ0417
 NJ0417.The modeled gravity was interpolated from observed gravity values.
 NJ0417
 NJ0417;                    North         East    Units  Estimated Accuracy
 NJ0417;SPC IA N     - 1,121,340.    1,665,180.      MT  (+/- 180 meters Scaled)
 NJ0417
 NJ0417                          SUPERSEDED SURVEY CONTROL
 NJ0417
 NJ0417  NGVD 29 (??/??/92)  307.067  (m)         1007.44   (f) ADJ UNCH    2 0
 NJ0417
 NJ0417.Superseded values are not recommended for survey control.
 NJ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0417.See file dsdata.txt to determine how the superseded data were derived.
 NJ0417
 NJ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH241146(NAD 83)
 NJ0417_MARKER: DB = BENCH MARK DISK
 NJ0417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0417_SP_SET: ABUTMENT
 NJ0417_STAMPING: P 73 1934
 NJ0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0417
 NJ0417  HISTORY     - Date     Condition        Report By
 NJ0417  HISTORY     - 1934     MONUMENTED       CGS
 NJ0417  HISTORY     - 1959     MARK NOT FOUND   NGS
 NJ0417
 NJ0417                          STATION DESCRIPTION
 NJ0417
 NJ0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NJ0417'2.1 MI NW FROM THORPE.
 NJ0417'2.1 MILES NORTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NJ0417'FROM THE STATION AT THORPE, 13 POLES NORTHWEST OF MILEPOST
 NJ0417'222, AT 40-FOOT STEEL BRIDGE 222.40, IN THE SOUTH SIDE OF THE
 NJ0417'EAST CONCRETE ABUTMENT, 6 FEET SOUTH OF THE CENTERLINE OF THE
 NJ0417'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 NJ0417'DISK, STAMPED P 73 1934 AND SET VERTICALLY.  NOTE-- A.M.S.
 NJ0417'REPORTS MARK PRESUMED LOST.  ANOTHER SECTION OF CONCRETE APPEARS
 NJ0417'TO HAVE BEEN ADDED TO THE EAST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0571 ***********************************************************************
 NJ0571  DESIGNATION -  P 75
 NJ0571  PID         -  NJ0571
 NJ0571  STATE/COUNTY-  IA/LINN
 NJ0571  USGS QUAD   -  CENTER POINT (1982)
 NJ0571
 NJ0571                         *CURRENT SURVEY CONTROL
 NJ0571  ___________________________________________________________________
 NJ0571* NAD 83(1986)-  42 11 35.     (N)    091 46 50.     (W)     SCALED    
 NJ0571* NAVD 88     -       246.087  (meters)     807.37   (feet)  ADJUSTED  
 NJ0571  ___________________________________________________________________
 NJ0571  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 NJ0571  DYNAMIC HT  -         246.010 (meters)     807.12  (feet)  COMP
 NJ0571  MODELED GRAV-     980,302.5   (mgal)                       NAVD 88
 NJ0571
 NJ0571  VERT ORDER  -  SECOND    CLASS 0
 NJ0571
 NJ0571.The horizontal coordinates were scaled from a topographic map and have
 NJ0571.an estimated accuracy of +/- 6 seconds.
 NJ0571
 NJ0571.The orthometric height was determined by differential leveling
 NJ0571.and adjusted by the National Geodetic Survey in June 1991..
 NJ0571
 NJ0571.The geoid height was determined by GEOID03.
 NJ0571
 NJ0571.The dynamic height is computed by dividing the NAVD 88
 NJ0571.geopotential number by the normal gravity value computed on the
 NJ0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0571.degrees latitude (g = 980.6199 gals.).
 NJ0571
 NJ0571.The modeled gravity was interpolated from observed gravity values.
 NJ0571
 NJ0571;                    North         East    Units  Estimated Accuracy
 NJ0571;SPC IA N     - 1,078,430.    1,642,010.      MT  (+/- 180 meters Scaled)
 NJ0571
 NJ0571                          SUPERSEDED SURVEY CONTROL
 NJ0571
 NJ0571  NGVD 29 (??/??/92)  246.119  (m)          807.48   (f) ADJ UNCH    2 0
 NJ0571
 NJ0571.Superseded values are not recommended for survey control.
 NJ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0571.See file dsdata.txt to determine how the superseded data were derived.
 NJ0571
 NJ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG006719(NAD 83)
 NJ0571_MARKER: DB = BENCH MARK DISK
 NJ0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0571_SP_SET: SIGNAL FOUNDATION
 NJ0571_STAMPING: P 75 1934
 NJ0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0571
 NJ0571  HISTORY     - Date     Condition        Report By
 NJ0571  HISTORY     - 1934     MONUMENTED       CGS
 NJ0571  HISTORY     - 1982     MARK NOT FOUND   NGS
 NJ0571  HISTORY     - 19940504 MARK NOT FOUND   USPSQD
 NJ0571
 NJ0571                          STATION DESCRIPTION
 NJ0571
 NJ0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0571'AT CENTER POINT.
 NJ0571'AT CENTER POINT, LINN COUNTY, 75 FEET NORTH OF A POINT 120 FEET
 NJ0571'WEST OF THE NORTHWEST CORNER OF THE CHICAGO, ROCK ISLAND AND
 NJ0571'PACIFIC RAILWAY STATION, OPPOSITE THE CEDAR VALLEY ELECTRIC
 NJ0571'RAILROAD STATION, AT A SEMAPHORE SIGNAL, AND IN THE TOP OF THE
 NJ0571'NORTHEAST CORNER OF THE CONCRETE FOUNDATION.  A STANDARD DISK,
 NJ0571'STAMPED P 75 1934.
 NJ0571
 NJ0571                          STATION RECOVERY (1982)
 NJ0571
 NJ0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NJ0571'MARK NOT FOUND.
 NJ0571
 NJ0571                          STATION RECOVERY (1994)
 NJ0571
 NJ0571'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0374 ***********************************************************************
 MG0374  DESIGNATION -  P 76
 MG0374  PID         -  MG0374
 MG0374  STATE/COUNTY-  IA/JOHNSON
 MG0374  USGS QUAD   -  IOWA CITY EAST (1993)
 MG0374
 MG0374                         *CURRENT SURVEY CONTROL
 MG0374  ___________________________________________________________________
 MG0374* NAD 83(1986)-  41 44 55.     (N)    091 26 09.     (W)     SCALED    
 MG0374* NAVD 88     -       233.189  (meters)     765.05   (feet)  ADJUSTED  
 MG0374  ___________________________________________________________________
 MG0374  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 MG0374  DYNAMIC HT  -         233.099 (meters)     764.76  (feet)  COMP
 MG0374  MODELED GRAV-     980,232.1   (mgal)                       NAVD 88
 MG0374
 MG0374  VERT ORDER  -  SECOND    CLASS 0
 MG0374
 MG0374.The horizontal coordinates were scaled from a topographic map and have
 MG0374.an estimated accuracy of +/- 6 seconds.
 MG0374
 MG0374.The orthometric height was determined by differential leveling
 MG0374.and adjusted by the National Geodetic Survey in June 1991..
 MG0374
 MG0374.The geoid height was determined by GEOID03.
 MG0374
 MG0374.The dynamic height is computed by dividing the NAVD 88
 MG0374.geopotential number by the normal gravity value computed on the
 MG0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0374.degrees latitude (g = 980.6199 gals.).
 MG0374
 MG0374.The modeled gravity was interpolated from observed gravity values.
 MG0374
 MG0374;                    North         East    Units  Estimated Accuracy
 MG0374;SPC IA S     -   196,220.      671,670.      MT  (+/- 180 meters Scaled)
 MG0374
 MG0374                          SUPERSEDED SURVEY CONTROL
 MG0374
 MG0374  NGVD 29 (??/??/92)  233.226  (m)          765.18   (f) ADJ UNCH    2 0
 MG0374
 MG0374.Superseded values are not recommended for survey control.
 MG0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0374.See file dsdata.txt to determine how the superseded data were derived.
 MG0374
 MG0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG300230(NAD 83)
 MG0374_MARKER: DB = BENCH MARK DISK
 MG0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0374_SP_SET: BRIDGE
 MG0374_STAMPING: P 76 1934
 MG0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0374
 MG0374  HISTORY     - Date     Condition        Report By
 MG0374  HISTORY     - 1934     MONUMENTED       CGS
 MG0374  HISTORY     - 1943     GOOD             NGS
 MG0374
 MG0374                          STATION DESCRIPTION
 MG0374
 MG0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MG0374'AT MORSE.
 MG0374'AT MORSE, JOHNSON COUNTY, AT THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0374'RAILWAY STATION, 0.5 MILE NORTHWEST OF MILEPOST 77, AT A PUBLIC-ROAD
 MG0374'CROSSING, 200 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AT A
 MG0374'30-FOOT CONCRETE HIGHWAY BRIDGE, IN THE TOP OF THE NORTHEAST END
 MG0374'OF THE NORTHWEST CONCRETE HUBGUARD, AND LEVEL WITH THE TRACK.
 MG0374'A STANDARD DISK, STAMPED P 76 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0393 ***********************************************************************
 MG0393  DESIGNATION -  P 77
 MG0393  PID         -  MG0393
 MG0393  STATE/COUNTY-  IA/CEDAR
 MG0393  USGS QUAD   -  WEST BRANCH (1965)
 MG0393
 MG0393                         *CURRENT SURVEY CONTROL
 MG0393  ___________________________________________________________________
 MG0393* NAD 83(1986)-  41 43 48.     (N)    091 20 48.     (W)     SCALED    
 MG0393* NAVD 88     -       222.110  (meters)     728.71   (feet)  ADJUSTED  
 MG0393  ___________________________________________________________________
 MG0393  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MG0393  DYNAMIC HT  -         222.025 (meters)     728.43  (feet)  COMP
 MG0393  MODELED GRAV-     980,237.0   (mgal)                       NAVD 88
 MG0393
 MG0393  VERT ORDER  -  SECOND    CLASS 0
 MG0393
 MG0393.The horizontal coordinates were scaled from a topographic map and have
 MG0393.an estimated accuracy of +/- 6 seconds.
 MG0393
 MG0393.The orthometric height was determined by differential leveling
 MG0393.and adjusted by the National Geodetic Survey in June 1991..
 MG0393
 MG0393.The geoid height was determined by GEOID03.
 MG0393
 MG0393.The dynamic height is computed by dividing the NAVD 88
 MG0393.geopotential number by the normal gravity value computed on the
 MG0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0393.degrees latitude (g = 980.6199 gals.).
 MG0393
 MG0393.The modeled gravity was interpolated from observed gravity values.
 MG0393
 MG0393;                    North         East    Units  Estimated Accuracy
 MG0393;SPC IA S     -   194,340.      679,140.      MT  (+/- 180 meters Scaled)
 MG0393
 MG0393                          SUPERSEDED SURVEY CONTROL
 MG0393
 MG0393  NGVD 29 (??/??/92)  222.153  (m)          728.85   (f) ADJ UNCH    2 0
 MG0393
 MG0393.Superseded values are not recommended for survey control.
 MG0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0393.See file dsdata.txt to determine how the superseded data were derived.
 MG0393
 MG0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG375211(NAD 83)
 MG0393_MARKER: DB = BENCH MARK DISK
 MG0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0393_SP_SET: ABUTMENT
 MG0393_STAMPING: P 77 1934
 MG0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0393
 MG0393  HISTORY     - Date     Condition        Report By
 MG0393  HISTORY     - 1934     MONUMENTED       CGS
 MG0393  HISTORY     - 1963     MARK NOT FOUND   USGS
 MG0393  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0393
 MG0393                          STATION DESCRIPTION
 MG0393
 MG0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0393'2.1 MI SW FROM PLATO.
 MG0393'2.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0393'RAILWAY FROM THE STATION AT PLATO, CEDAR COUNTY, 24 POLES EAST
 MG0393'OF MILEPOST 26, AT STEEL BRIDGE 268, IN THE SOUTHEAST CORNER OF THE
 MG0393'SOUTH STONE ABUTMENT, 12 FEET SOUTH OF THE CENTERLINE OF THE
 MG0393'TRACK, AND 3 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 MG0393'P 77 1934.
 MG0393
 MG0393                          STATION RECOVERY (1963)
 MG0393
 MG0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MG0393'MARK NOT FOUND.
 MG0393
 MG0393                          STATION RECOVERY (1998)
 MG0393
 MG0393'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0098 ***********************************************************************
 NJ0098  DESIGNATION -  P 78
 NJ0098  PID         -  NJ0098
 NJ0098  STATE/COUNTY-  IA/JACKSON
 NJ0098  USGS QUAD   -  SAVANNA (1990)
 NJ0098
 NJ0098                         *CURRENT SURVEY CONTROL
 NJ0098  ___________________________________________________________________
 NJ0098* NAD 83(1986)-  42 04 18.     (N)    090 10 22.     (W)     SCALED    
 NJ0098* NAVD 88     -       183.202  (meters)     601.06   (feet)  ADJUSTED  
 NJ0098  ___________________________________________________________________
 NJ0098  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NJ0098  DYNAMIC HT  -         183.139 (meters)     600.85  (feet)  COMP
 NJ0098  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 NJ0098
 NJ0098  VERT ORDER  -  FIRST     CLASS I
 NJ0098
 NJ0098.The horizontal coordinates were scaled from a topographic map and have
 NJ0098.an estimated accuracy of +/- 6 seconds.
 NJ0098
 NJ0098.The orthometric height was determined by differential leveling
 NJ0098.and adjusted by the National Geodetic Survey in June 1991..
 NJ0098
 NJ0098.The geoid height was determined by GEOID03.
 NJ0098
 NJ0098.The dynamic height is computed by dividing the NAVD 88
 NJ0098.geopotential number by the normal gravity value computed on the
 NJ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0098.degrees latitude (g = 980.6199 gals.).
 NJ0098
 NJ0098.The modeled gravity was interpolated from observed gravity values.
 NJ0098
 NJ0098;                    North         East    Units  Estimated Accuracy
 NJ0098;SPC IA N     - 1,068,920.    1,775,280.      MT  (+/- 180 meters Scaled)
 NJ0098
 NJ0098                          SUPERSEDED SURVEY CONTROL
 NJ0098
 NJ0098  NGVD 29 (??/??/92)  183.237  (m)          601.17   (f) ADJ UNCH    1 1
 NJ0098
 NJ0098.Superseded values are not recommended for survey control.
 NJ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0098.See file dsdata.txt to determine how the superseded data were derived.
 NJ0098
 NJ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG338616(NAD 83)
 NJ0098_MARKER: DB = BENCH MARK DISK
 NJ0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0098_SP_SET: BUILDING
 NJ0098_STAMPING: P 78 1934
 NJ0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0098
 NJ0098  HISTORY     - Date     Condition        Report By
 NJ0098  HISTORY     - 1934     MONUMENTED       CGS
 NJ0098  HISTORY     - 1970     GOOD             NGS
 NJ0098  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NJ0098  HISTORY     - 19940610 MARK NOT FOUND   USPSQD
 NJ0098  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0098
 NJ0098                          STATION DESCRIPTION
 NJ0098
 NJ0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0098'AT SABULA.
 NJ0098'AT SABULA, ONE BLOCK EAST OF THE MUNICIPAL BUILDING, SET VERTICALLY
 NJ0098'IN THE EAST BRICK FACE OF THE OXFORD SPEAKER COMPANY BUILDING
 NJ0098'WHICH WAS FORMERLY THE KNIGHTS OF PYTHIAS HALL, 62 YARDS NORTH
 NJ0098'OF THE CENTER OF THE INTERSECTION OF PEARL AND SYCAMORE STREETS,
 NJ0098'44 FEET WEST OF THE CENTER LINE OF PEARL STREET, 1.1 FEET SOUTH
 NJ0098'OF THE NORTHEAST CORNER OF THE BUILDING, AND ABOUT 4 FEET ABOVE
 NJ0098'THE LEVEL OF THE GROUND.  SEC 20, T84N, R7E.
 NJ0098
 NJ0098                          STATION RECOVERY (1988)
 NJ0098
 NJ0098'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0098'MARK NOT FOUND.
 NJ0098
 NJ0098                          STATION RECOVERY (1994)
 NJ0098
 NJ0098'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0098'MARK NOT FOUND.
 NJ0098
 NJ0098                          STATION RECOVERY (2001)
 NJ0098
 NJ0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0098'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0243 ***********************************************************************
 NJ0243  DESIGNATION -  P 79
 NJ0243  PID         -  NJ0243
 NJ0243  STATE/COUNTY-  IA/JACKSON
 NJ0243  USGS QUAD   -  BALDWIN (1980)
 NJ0243
 NJ0243                         *CURRENT SURVEY CONTROL
 NJ0243  ___________________________________________________________________
 NJ0243* NAD 83(1986)-  42 03 52.     (N)    090 47 04.     (W)     SCALED    
 NJ0243* NAVD 88     -       217.637  (meters)     714.03   (feet)  ADJUSTED  
 NJ0243  ___________________________________________________________________
 NJ0243  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 NJ0243  DYNAMIC HT  -         217.563 (meters)     713.79  (feet)  COMP
 NJ0243  MODELED GRAV-     980,274.0   (mgal)                       NAVD 88
 NJ0243
 NJ0243  VERT ORDER  -  SECOND    CLASS 0
 NJ0243
 NJ0243.The horizontal coordinates were scaled from a topographic map and have
 NJ0243.an estimated accuracy of +/- 6 seconds.
 NJ0243
 NJ0243.The orthometric height was determined by differential leveling
 NJ0243.and adjusted by the National Geodetic Survey in June 1991..
 NJ0243
 NJ0243.The geoid height was determined by GEOID03.
 NJ0243
 NJ0243.The dynamic height is computed by dividing the NAVD 88
 NJ0243.geopotential number by the normal gravity value computed on the
 NJ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0243.degrees latitude (g = 980.6199 gals.).
 NJ0243
 NJ0243.The modeled gravity was interpolated from observed gravity values.
 NJ0243
 NJ0243;                    North         East    Units  Estimated Accuracy
 NJ0243;SPC IA N     - 1,066,310.    1,724,720.      MT  (+/- 180 meters Scaled)
 NJ0243
 NJ0243                          SUPERSEDED SURVEY CONTROL
 NJ0243
 NJ0243  NGVD 29 (??/??/92)  217.678  (m)          714.17   (f) ADJ UNCH    2 0
 NJ0243
 NJ0243.Superseded values are not recommended for survey control.
 NJ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0243.See file dsdata.txt to determine how the superseded data were derived.
 NJ0243
 NJ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG833593(NAD 83)
 NJ0243_MARKER: DB = BENCH MARK DISK
 NJ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0243_STAMPING: P 79 1934
 NJ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0243+STABILITY: SURFACE MOTION
 NJ0243
 NJ0243  HISTORY     - Date     Condition        Report By
 NJ0243  HISTORY     - 1934     MONUMENTED       CGS
 NJ0243  HISTORY     - 1954     MARK NOT FOUND   NGS
 NJ0243  HISTORY     - 19941026 MARK NOT FOUND   USPSQD
 NJ0243  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0243  HISTORY     - 20060326 POOR             GEOCAC
 NJ0243
 NJ0243                          STATION DESCRIPTION
 NJ0243
 NJ0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NJ0243'AT NASHVILLE.
 NJ0243'AT NASHVILLE, JACKSON COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NJ0243'RAILWAY, 55 FEET WEST OF THE STATION, AT POLE 44+05, 15 FEET
 NJ0243'NORTH OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.
 NJ0243'A STANDARD DISK, STAMPED P 79 1934 AND SET IN THE TOP OF A
 NJ0243'CONCRETE POST.
 NJ0243
 NJ0243                          STATION RECOVERY (1994)
 NJ0243
 NJ0243'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0243'MARK NOT FOUND.
 NJ0243
 NJ0243                          STATION RECOVERY (2001)
 NJ0243
 NJ0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0243'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0243
 NJ0243                          STATION RECOVERY (2006)
 NJ0243
 NJ0243'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0243'THE TRACKS ARE LONG ABANDONED AND DISMANTLED.  THE MARK IS IN A
 NJ0243'CULTIVATED FIELD AND APPEARS TO HAVE BEEN STRUCK NUMEROUS TIMES BY
 NJ0243'MACHINERY.  DISK AND MOUNTING ARE PRESENT WITH MARRING AND PORTIONS OF
 NJ0243'CONCRETE POST CHIPPED AND BROKEN.
 NJ0243' 
 NJ0243'THE MARK IS ABOUT 150 FEET WEST OF JACKSON COUNTY 98TH AVE AND ABOUT
 NJ0243'20 FEET NORTH OF A CREEK.
 NJ0243' 
 NJ0243'HANHELD GPS COORDINATES - 42 03 52.5 N  090 47 03.7 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0427 ***********************************************************************
 MG0427  DESIGNATION -  P 8
 MG0427  PID         -  MG0427
 MG0427  STATE/COUNTY-  IA/MUSCATINE
 MG0427  USGS QUAD   -  MUSCATINE (1991)
 MG0427
 MG0427                         *CURRENT SURVEY CONTROL
 MG0427  ___________________________________________________________________
 MG0427* NAD 83(1986)-  41 24 39.     (N)    091 04 50.     (W)     SCALED    
 MG0427* NAVD 88     -       166.484  (meters)     546.21   (feet)  ADJUSTED  
 MG0427  ___________________________________________________________________
 MG0427  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0427  DYNAMIC HT  -         166.418 (meters)     545.99  (feet)  COMP
 MG0427  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 MG0427
 MG0427  VERT ORDER  -  FIRST     CLASS II
 MG0427
 MG0427.The horizontal coordinates were scaled from a topographic map and have
 MG0427.an estimated accuracy of +/- 6 seconds.
 MG0427
 MG0427.The orthometric height was determined by differential leveling
 MG0427.and adjusted by the National Geodetic Survey in June 1991..
 MG0427
 MG0427.The geoid height was determined by GEOID03.
 MG0427
 MG0427.The dynamic height is computed by dividing the NAVD 88
 MG0427.geopotential number by the normal gravity value computed on the
 MG0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0427.degrees latitude (g = 980.6199 gals.).
 MG0427
 MG0427.The modeled gravity was interpolated from observed gravity values.
 MG0427
 MG0427;                    North         East    Units  Estimated Accuracy
 MG0427;SPC IA S     -   159,490.      702,260.      MT  (+/- 180 meters Scaled)
 MG0427
 MG0427                          SUPERSEDED SURVEY CONTROL
 MG0427
 MG0427  NGVD 29 (??/??/92)  166.555  (m)          546.44   (f) ADJ UNCH    1 2
 MG0427
 MG0427.Superseded values are not recommended for survey control.
 MG0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0427.See file dsdata.txt to determine how the superseded data were derived.
 MG0427
 MG0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF604861(NAD 83)
 MG0427_MARKER: DB = BENCH MARK DISK
 MG0427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0427_SP_SET: BRIDGE
 MG0427_STAMPING: 546.439 P 8 1930
 MG0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0427
 MG0427  HISTORY     - Date     Condition        Report By
 MG0427  HISTORY     - 1930     MONUMENTED       CGS
 MG0427  HISTORY     - 1940     GOOD             NGS
 MG0427  HISTORY     - 1976     GOOD             NGS
 MG0427  HISTORY     - 19880202 MARK NOT FOUND   USPSQD
 MG0427  HISTORY     - 19960607 MARK NOT FOUND   USPSQD
 MG0427  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 MG0427
 MG0427                          STATION DESCRIPTION
 MG0427
 MG0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MG0427'AT MUSCATINE.
 MG0427'1.0 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MG0427'PACIFIC RAILROAD FROM CULVER JUNCTION, MUSCATINE COUNTY, AT
 MG0427'MUSCATINE, AT BRIDGE 1000 OVER A DREDGED DITCH, AND IN THE
 MG0427'WEST END OF THE NORTH SIDE OF THE BRIDGE.  A STANDARD DISK,
 MG0427'STAMPED 546.439 P 8 1930.  NOTE-- DEFACED BUT READABLE
 MG0427
 MG0427                          STATION RECOVERY (1976)
 MG0427
 MG0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MG0427'RECOVERED IN GOOD CONDITION.
 MG0427
 MG0427                          STATION RECOVERY (1988)
 MG0427
 MG0427'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0427'MARK NOT FOUND.
 MG0427
 MG0427                          STATION RECOVERY (1996)
 MG0427
 MG0427'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0427'MARK NOT FOUND.
 MG0427
 MG0427                          STATION RECOVERY (1998)
 MG0427
 MG0427'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0494 ***********************************************************************
 NJ0494  DESIGNATION -  P 80
 NJ0494  PID         -  NJ0494
 NJ0494  STATE/COUNTY-  IA/LINN
 NJ0494  USGS QUAD   -  SPRINGVILLE (1973)
 NJ0494
 NJ0494                         *CURRENT SURVEY CONTROL
 NJ0494  ___________________________________________________________________
 NJ0494* NAD 83(1986)-  42 01 50.     (N)    091 26 53.     (W)     SCALED    
 NJ0494* NAVD 88     -       251.685  (meters)     825.74   (feet)  ADJUSTED  
 NJ0494  ___________________________________________________________________
 NJ0494  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 NJ0494  DYNAMIC HT  -         251.591 (meters)     825.43  (feet)  COMP
 NJ0494  MODELED GRAV-     980,242.8   (mgal)                       NAVD 88
 NJ0494
 NJ0494  VERT ORDER  -  SECOND    CLASS 0
 NJ0494
 NJ0494.The horizontal coordinates were scaled from a topographic map and have
 NJ0494.an estimated accuracy of +/- 6 seconds.
 NJ0494
 NJ0494.The orthometric height was determined by differential leveling
 NJ0494.and adjusted by the National Geodetic Survey in June 1991..
 NJ0494
 NJ0494.The geoid height was determined by GEOID03.
 NJ0494
 NJ0494.The dynamic height is computed by dividing the NAVD 88
 NJ0494.geopotential number by the normal gravity value computed on the
 NJ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0494.degrees latitude (g = 980.6199 gals.).
 NJ0494
 NJ0494.The modeled gravity was interpolated from observed gravity values.
 NJ0494
 NJ0494;                    North         East    Units  Estimated Accuracy
 NJ0494;SPC IA N     - 1,060,990.    1,669,910.      MT  (+/- 180 meters Scaled)
 NJ0494
 NJ0494                          SUPERSEDED SURVEY CONTROL
 NJ0494
 NJ0494  NGVD 29 (??/??/92)  251.71   (m)          825.8    (f) COMPUTED    2 0
 NJ0494
 NJ0494.Superseded values are not recommended for survey control.
 NJ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0494.See file dsdata.txt to determine how the superseded data were derived.
 NJ0494
 NJ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG284543(NAD 83)
 NJ0494_MARKER: DB = BENCH MARK DISK
 NJ0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0494_SP_SET: BRIDGE
 NJ0494_STAMPING: P-80 1934
 NJ0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0494
 NJ0494  HISTORY     - Date     Condition        Report By
 NJ0494  HISTORY     - 1934     MONUMENTED       CGS
 NJ0494  HISTORY     - 19980808 MARK NOT FOUND   USPSQD
 NJ0494  HISTORY     - 20050923 MARK NOT FOUND   GEOCAC
 NJ0494
 NJ0494                          STATION DESCRIPTION
 NJ0494
 NJ0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0494'AT PARALTA.
 NJ0494'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT
 NJ0494'MILEPOST O ON BRANCH LINE.  AT 45 FOOT SKEW BRIDGE H-900, 220
 NJ0494'FEET EAST OF THE JUNCTION.  SET IN THE EAST END OF THE NORTH
 NJ0494'HEADWALL, AT RAIL LEVEL.
 NJ0494
 NJ0494                          STATION RECOVERY (1998)
 NJ0494
 NJ0494'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0494'MARK NOT FOUND.
 NJ0494
 NJ0494                          STATION RECOVERY (2005)
 NJ0494
 NJ0494'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0494'THE RAILROAD IS ABANDONED AND DISMANTLED. THIS RIGHT OF WAY HAS BEEN
 NJ0494'TURNED INTO A TRAIL.
 NJ0494' 
 NJ0494'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0495 ***********************************************************************
 NJ0495  DESIGNATION -  P 80 RESET
 NJ0495  PID         -  NJ0495
 NJ0495  STATE/COUNTY-  IA/LINN
 NJ0495  USGS QUAD   -  SPRINGVILLE (1973)
 NJ0495
 NJ0495                         *CURRENT SURVEY CONTROL
 NJ0495  ___________________________________________________________________
 NJ0495* NAD 83(1986)-  42 01 50.     (N)    091 26 53.     (W)     SCALED    
 NJ0495* NAVD 88     -       249.78   (meters)     819.5    (feet)  RESET     
 NJ0495  ___________________________________________________________________
 NJ0495  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 NJ0495
 NJ0495  VERT ORDER  -  THIRD
 NJ0495
 NJ0495.The horizontal coordinates were scaled from a topographic map and have
 NJ0495.an estimated accuracy of +/- 6 seconds.
 NJ0495
 NJ0495.The orthometric height was computed from unverified reset data.
 NJ0495.No vertical observational check was made to the station.
 NJ0495
 NJ0495.The geoid height was determined by GEOID03.
 NJ0495
 NJ0495;                    North         East    Units  Estimated Accuracy
 NJ0495;SPC IA N     - 1,060,990.    1,669,910.      MT  (+/- 180 meters Scaled)
 NJ0495
 NJ0495                          SUPERSEDED SURVEY CONTROL
 NJ0495
 NJ0495  NGVD 29 (??/??/??)  249.80   (m)          819.6    (f) RESET       3  
 NJ0495
 NJ0495.Superseded values are not recommended for survey control.
 NJ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0495.See file dsdata.txt to determine how the superseded data were derived.
 NJ0495
 NJ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG284543(NAD 83)
 NJ0495_MARKER: DB = BENCH MARK DISK
 NJ0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0495_SP_SET: BRIDGE
 NJ0495_STAMPING: P 80 RESET 1943
 NJ0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0495+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2005
 NJ0495
 NJ0495  HISTORY     - Date     Condition        Report By
 NJ0495  HISTORY     - 1943     MONUMENTED       CMPPRR
 NJ0495  HISTORY     - 19940504 MARK NOT FOUND   USPSQD
 NJ0495  HISTORY     - 20050923 GOOD             GEOCAC
 NJ0495
 NJ0495                          STATION DESCRIPTION
 NJ0495
 NJ0495'DESCRIBED BY MILWAUKEE AND PACIF 1943
 NJ0495'AT PARALTA.
 NJ0495'AT PARALTA, LINN COUNTY 1/4 MILE WEST ALONG THE CHICAGO,
 NJ0495'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE CROSSING OF
 NJ0495'LINN COUNTY ROAD C, AT 36.5 FOOT BRIDGE Z-778, IN THE TOP OF THE
 NJ0495'SOUTH END OF THE EAST CONCRETE BRIDGE SEAT, NEXT TO THE EAST
 NJ0495'HEADWALL, 16 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND
 NJ0495'ABOUT 6.3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NJ0495'P 80 RESET 1943.
 NJ0495
 NJ0495                          STATION RECOVERY (1994)
 NJ0495
 NJ0495'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0495'MARK NOT FOUND.
 NJ0495
 NJ0495                          STATION RECOVERY (2005)
 NJ0495
 NJ0495'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0495'1/4 MILE DUE WEST OF SPRINGVILLE ROAD ON THE ABANDONED RAILROAD GRADE
 NJ0495'ACROSS A FENCE TO THE EAST BRIDGE ABUTMENT.
 NJ0495' 
 NJ0495'HANDHELD GPS - 42 01 49.9 (N) 091 26 52.7 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0045 ***********************************************************************
 NK0045  DESIGNATION -  P 81
 NK0045  PID         -  NK0045
 NK0045  STATE/COUNTY-  IA/BENTON
 NK0045  USGS QUAD   -  VINTON (1971)
 NK0045
 NK0045                         *CURRENT SURVEY CONTROL
 NK0045  ___________________________________________________________________
 NK0045* NAD 83(1986)-  42 09 25.     (N)    092 04 22.     (W)     SCALED    
 NK0045* NAVD 88     -       248.336  (meters)     814.75   (feet)  ADJUSTED  
 NK0045  ___________________________________________________________________
 NK0045  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 NK0045  DYNAMIC HT  -         248.257 (meters)     814.49  (feet)  COMP
 NK0045  MODELED GRAV-     980,298.2   (mgal)                       NAVD 88
 NK0045
 NK0045  VERT ORDER  -  SECOND    CLASS 0
 NK0045
 NK0045.The horizontal coordinates were scaled from a topographic map and have
 NK0045.an estimated accuracy of +/- 6 seconds.
 NK0045
 NK0045.The orthometric height was determined by differential leveling
 NK0045.and adjusted by the National Geodetic Survey in June 1991..
 NK0045
 NK0045.The geoid height was determined by GEOID03.
 NK0045
 NK0045.The dynamic height is computed by dividing the NAVD 88
 NK0045.geopotential number by the normal gravity value computed on the
 NK0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0045.degrees latitude (g = 980.6199 gals.).
 NK0045
 NK0045.The modeled gravity was interpolated from observed gravity values.
 NK0045
 NK0045;                    North         East    Units  Estimated Accuracy
 NK0045;SPC IA N     - 1,073,970.    1,617,950.      MT  (+/- 180 meters Scaled)
 NK0045
 NK0045                          SUPERSEDED SURVEY CONTROL
 NK0045
 NK0045.No superseded survey control is available for this station.
 NK0045
 NK0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG766676(NAD 83)
 NK0045_MARKER: DB = BENCH MARK DISK
 NK0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0045_SP_SET: WALL
 NK0045_STAMPING: P 81 1934
 NK0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0045
 NK0045  HISTORY     - Date     Condition        Report By
 NK0045  HISTORY     - 1934     MONUMENTED       CGS
 NK0045
 NK0045                          STATION DESCRIPTION
 NK0045
 NK0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0045'3.2 MI SW FROM VINTON.
 NK0045'3.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0045'RAILWAY FROM THE STATION AT VINTON, BENTON COUNTY, 26 POLES
 NK0045'WEST OF MILEPOST 25, AT 25-FOOT STEEL BRIDGE 258, IN THE SOUTH
 NK0045'END OF THE BACK WALL OF THE EAST STONE ABUTMENT, 10 FEET SOUTH
 NK0045'OF THE CENTER LINE OF THE TRACK, AND 1 FOOT LOWER THAN THE RAIL.
 NK0045'A STANDARD DISK, STAMPED P 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0090 ***********************************************************************
 NK0090  DESIGNATION -  P 82
 NK0090  PID         -  NK0090
 NK0090  STATE/COUNTY-  IA/TAMA
 NK0090  USGS QUAD   -  CLUTIER (1971)
 NK0090
 NK0090                         *CURRENT SURVEY CONTROL
 NK0090  ___________________________________________________________________
 NK0090* NAD 83(1986)-  42 07 23.     (N)    092 24 39.     (W)     SCALED    
 NK0090* NAVD 88     -       272.016  (meters)     892.44   (feet)  ADJUSTED  
 NK0090  ___________________________________________________________________
 NK0090  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 NK0090  DYNAMIC HT  -         271.920 (meters)     892.12  (feet)  COMP
 NK0090  MODELED GRAV-     980,265.0   (mgal)                       NAVD 88
 NK0090
 NK0090  VERT ORDER  -  SECOND    CLASS 0
 NK0090
 NK0090.The horizontal coordinates were scaled from a topographic map and have
 NK0090.an estimated accuracy of +/- 6 seconds.
 NK0090
 NK0090.The orthometric height was determined by differential leveling
 NK0090.and adjusted by the National Geodetic Survey in June 1991..
 NK0090
 NK0090.The geoid height was determined by GEOID03.
 NK0090
 NK0090.The dynamic height is computed by dividing the NAVD 88
 NK0090.geopotential number by the normal gravity value computed on the
 NK0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0090.degrees latitude (g = 980.6199 gals.).
 NK0090
 NK0090.The modeled gravity was interpolated from observed gravity values.
 NK0090
 NK0090;                    North         East    Units  Estimated Accuracy
 NK0090;SPC IA N     - 1,069,790.    1,590,060.      MT  (+/- 180 meters Scaled)
 NK0090
 NK0090                          SUPERSEDED SURVEY CONTROL
 NK0090
 NK0090  NGVD 29 (??/??/92)  272.008  (m)          892.41   (f) ADJ UNCH    2 0
 NK0090
 NK0090.Superseded values are not recommended for survey control.
 NK0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0090.See file dsdata.txt to determine how the superseded data were derived.
 NK0090
 NK0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG486636(NAD 83)
 NK0090_MARKER: DB = BENCH MARK DISK
 NK0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0090_STAMPING: P 82 1934
 NK0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0090+STABILITY: SURFACE MOTION
 NK0090
 NK0090  HISTORY     - Date     Condition        Report By
 NK0090  HISTORY     - 1934     MONUMENTED       CGS
 NK0090
 NK0090                          STATION DESCRIPTION
 NK0090
 NK0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0090'3.3 MI NW FROM CLUTIER.
 NK0090'3.3 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0090'FROM THE STATION AT CLUTIER, TAMA COUNTY, 13 POLES SOUTH OF
 NK0090'MILEPOST 19, AT A PUBLIC-ROAD CROSSING, 28 FEET SOUTH OF THE
 NK0090'ROAD, 42 FEET WEST OF THE CENTER LINE OF THE TRACK, 6 FEET
 NK0090'EAST AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE CORNER, AND 2
 NK0090'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED P 82 1934 AND
 NK0090'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0182 ***********************************************************************
 MH0182  DESIGNATION -  P 83
 MH0182  PID         -  MH0182
 MH0182  STATE/COUNTY-  IA/TAMA
 MH0182  USGS QUAD   -  TAMA (1980)
 MH0182
 MH0182                         *CURRENT SURVEY CONTROL
 MH0182  ___________________________________________________________________
 MH0182* NAD 83(1986)-  41 57 31.     (N)    092 33 45.     (W)     SCALED    
 MH0182* NAVD 88     -       248.315  (meters)     814.68   (feet)  ADJUSTED  
 MH0182  ___________________________________________________________________
 MH0182  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 MH0182  DYNAMIC HT  -         248.223 (meters)     814.38  (feet)  COMP
 MH0182  MODELED GRAV-     980,246.8   (mgal)                       NAVD 88
 MH0182
 MH0182  VERT ORDER  -  SECOND    CLASS 0
 MH0182
 MH0182.The horizontal coordinates were scaled from a topographic map and have
 MH0182.an estimated accuracy of +/- 6 seconds.
 MH0182
 MH0182.The orthometric height was determined by differential leveling
 MH0182.and adjusted by the National Geodetic Survey in June 1991..
 MH0182
 MH0182.The geoid height was determined by GEOID03.
 MH0182
 MH0182.The dynamic height is computed by dividing the NAVD 88
 MH0182.geopotential number by the normal gravity value computed on the
 MH0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0182.degrees latitude (g = 980.6199 gals.).
 MH0182
 MH0182.The modeled gravity was interpolated from observed gravity values.
 MH0182
 MH0182;                    North         East    Units  Estimated Accuracy
 MH0182;SPC IA N     - 1,051,370.    1,577,720.      MT  (+/- 180 meters Scaled)
 MH0182
 MH0182                          SUPERSEDED SURVEY CONTROL
 MH0182
 MH0182  NGVD 29 (??/??/92)  248.309  (m)          814.66   (f) ADJ UNCH    2 0
 MH0182
 MH0182.Superseded values are not recommended for survey control.
 MH0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0182.See file dsdata.txt to determine how the superseded data were derived.
 MH0182
 MH0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG362452(NAD 83)
 MH0182_MARKER: DB = BENCH MARK DISK
 MH0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0182_SP_SET: BRIDGE
 MH0182_STAMPING: P 83 1934
 MH0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0182+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 MH0182
 MH0182  HISTORY     - Date     Condition        Report By
 MH0182  HISTORY     - 1934     MONUMENTED       CGS
 MH0182  HISTORY     - 1985     GOOD             LOCENG
 MH0182  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 MH0182  HISTORY     - 20040831 GOOD             GEOCAC
 MH0182
 MH0182                          STATION DESCRIPTION
 MH0182
 MH0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0182'1 MI E FROM TAMA.
 MH0182'1 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 MH0182'STATION AT TAMA, TAMA COUNTY, 100 FEET WEST OF A COAL CHUTE, AT
 MH0182'15-FOOT STEEL BRIDGE 386, IN THE SOUTH END OF THE EAST CONCRETE
 MH0182'ABUTMENT, 35 FEET SOUTH OF THE CENTERLINE OF THE SOUTH MAIN
 MH0182'TRACK, 1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 MH0182'P 83 1934.
 MH0182
 MH0182                          STATION RECOVERY (1985)
 MH0182
 MH0182'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985
 MH0182'RECOVERED IN GOOD CONDITION.
 MH0182
 MH0182                          STATION RECOVERY (2000)
 MH0182
 MH0182'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MH0182'NOT FOUND.
 MH0182
 MH0182                          STATION RECOVERY (2004)
 MH0182
 MH0182'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0597 ***********************************************************************
 MG0597  DESIGNATION -  P 84
 MG0597  PID         -  MG0597
 MG0597  STATE/COUNTY-  IA/BENTON
 MG0597  USGS QUAD   -  NEWHALL (1968)
 MG0597
 MG0597                         *CURRENT SURVEY CONTROL
 MG0597  ___________________________________________________________________
 MG0597* NAD 83(1986)-  41 54 06.     (N)    091 55 20.     (W)     SCALED    
 MG0597* NAVD 88     -       242.568  (meters)     795.83   (feet)  ADJUSTED  
 MG0597  ___________________________________________________________________
 MG0597  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 MG0597  DYNAMIC HT  -         242.481 (meters)     795.54  (feet)  COMP
 MG0597  MODELED GRAV-     980,259.0   (mgal)                       NAVD 88
 MG0597
 MG0597  VERT ORDER  -  SECOND    CLASS 0
 MG0597
 MG0597.The horizontal coordinates were scaled from a topographic map and have
 MG0597.an estimated accuracy of +/- 6 seconds.
 MG0597
 MG0597.The orthometric height was determined by differential leveling
 MG0597.and adjusted by the National Geodetic Survey in June 1991..
 MG0597
 MG0597.The geoid height was determined by GEOID03.
 MG0597
 MG0597.The dynamic height is computed by dividing the NAVD 88
 MG0597.geopotential number by the normal gravity value computed on the
 MG0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0597.degrees latitude (g = 980.6199 gals.).
 MG0597
 MG0597.The modeled gravity was interpolated from observed gravity values.
 MG0597
 MG0597;                    North         East    Units  Estimated Accuracy
 MG0597;SPC IA N     - 1,045,840.    1,630,920.      MT  (+/- 180 meters Scaled)
 MG0597
 MG0597                          SUPERSEDED SURVEY CONTROL
 MG0597
 MG0597  NGVD 29 (??/??/92)  242.577  (m)          795.85   (f) ADJ UNCH    2 0
 MG0597
 MG0597.Superseded values are not recommended for survey control.
 MG0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0597.See file dsdata.txt to determine how the superseded data were derived.
 MG0597
 MG0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG893394(NAD 83)
 MG0597_MARKER: DB = BENCH MARK DISK
 MG0597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0597_SP_SET: WATER TANK FOUNDATION
 MG0597_STAMPING: P 84 1934
 MG0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0597
 MG0597  HISTORY     - Date     Condition        Report By
 MG0597  HISTORY     - 1934     MONUMENTED       CGS
 MG0597  HISTORY     - 19950517 MARK NOT FOUND   USPSQD
 MG0597
 MG0597                          STATION DESCRIPTION
 MG0597
 MG0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0597'AT NORWAY.
 MG0597'AT NORWAY, BENTON COUNTY, 110 FEET SOUTHWEST OF THE CHICAGO
 MG0597'AND NORTH WESTERN RAILWAY STATION, AT A ROAD CROSSING, 48 FEET
 MG0597'EAST OF THE CENTERLINE OF THE ROAD, 16 FEET SOUTH OF THE
 MG0597'CENTERLINE OF THE TRACK, AT AN OLD WATER TANK FOUNDATION, AND
 MG0597'IN THE NORTH END OF THE EAST CONCRETE FOUNDATION BLOCK.  A
 MG0597'STANDARD DISK, STAMPED P 84 1934
 MG0597
 MG0597                          STATION RECOVERY (1995)
 MG0597
 MG0597'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0626 ***********************************************************************
 MG0626  DESIGNATION -  P 85
 MG0626  PID         -  MG0626
 MG0626  STATE/COUNTY-  IA/IOWA
 MG0626  USGS QUAD   -  CONROY (1973)
 MG0626
 MG0626                         *CURRENT SURVEY CONTROL
 MG0626  ___________________________________________________________________
 MG0626* NAD 83(1986)-  41 43 45.     (N)    091 59 51.     (W)     SCALED    
 MG0626* NAVD 88     -       268.527  (meters)     880.99   (feet)  ADJUSTED  
 MG0626  ___________________________________________________________________
 MG0626  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 MG0626  DYNAMIC HT  -         268.424 (meters)     880.65  (feet)  COMP
 MG0626  MODELED GRAV-     980,231.8   (mgal)                       NAVD 88
 MG0626
 MG0626  VERT ORDER  -  SECOND    CLASS 0
 MG0626
 MG0626.The horizontal coordinates were scaled from a topographic map and have
 MG0626.an estimated accuracy of +/- 6 seconds.
 MG0626
 MG0626.The orthometric height was determined by differential leveling
 MG0626.and adjusted by the National Geodetic Survey in June 1991..
 MG0626
 MG0626.The geoid height was determined by GEOID03.
 MG0626
 MG0626.The dynamic height is computed by dividing the NAVD 88
 MG0626.geopotential number by the normal gravity value computed on the
 MG0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0626.degrees latitude (g = 980.6199 gals.).
 MG0626
 MG0626.The modeled gravity was interpolated from observed gravity values.
 MG0626
 MG0626;                    North         East    Units  Estimated Accuracy
 MG0626;SPC IA S     -   193,110.      625,000.      MT  (+/- 180 meters Scaled)
 MG0626
 MG0626                          SUPERSEDED SURVEY CONTROL
 MG0626
 MG0626  NGVD 29 (??/??/92)  268.533  (m)          881.01   (f) ADJ UNCH    2 0
 MG0626
 MG0626.Superseded values are not recommended for survey control.
 MG0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0626.See file dsdata.txt to determine how the superseded data were derived.
 MG0626
 MG0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG833201(NAD 83)
 MG0626_MARKER: DB = BENCH MARK DISK
 MG0626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0626_SP_SET: BUILDING
 MG0626_STAMPING: P 85 1934
 MG0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0626+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 MG0626
 MG0626  HISTORY     - Date     Condition        Report By
 MG0626  HISTORY     - 1934     MONUMENTED       CGS
 MG0626  HISTORY     - 1943     GOOD             NGS
 MG0626  HISTORY     - 1982     GOOD             NGS
 MG0626  HISTORY     - 20060520 GOOD             GEOCAC
 MG0626
 MG0626                          STATION DESCRIPTION
 MG0626
 MG0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MG0626'AT CONROY.
 MG0626'AT CONROY, IOWA COUNTY, AT THE POST OFFICE AND PEOPLES SUPPLY
 MG0626'CO. STORE, AT THE SOUTHWEST CORNER OF THE BUILDNG, IN THE CENTER
 MG0626'OF A LIMESTONE BLOCK, AND 1 FOOT ABOVE THE PORCH.  A STANDARD
 MG0626'DISK, STAMPED P 85 1934 AND SET VERTICALLY.  NOTE-- NO FEET
 MG0626'ELEVATION GIVEN AND NO NUMBERS STAMPED ON DISK.
 MG0626
 MG0626                          STATION RECOVERY (1982)
 MG0626
 MG0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MG0626'RECOVERED IN GOOD CONDITION.
 MG0626
 MG0626                          STATION RECOVERY (2006)
 MG0626
 MG0626'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MG0626'BUILDING IS NOW HILTON HALL USED FOR SOCIAL EVENTS. HANDHELD
 MG0626'COORDINATES N41 43 44.7 W91 59 52.1, SKY BLOCKED BY BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0082 ***********************************************************************
 MH0082  DESIGNATION -  P 86
 MH0082  PID         -  MH0082
 MH0082  STATE/COUNTY-  IA/KEOKUK
 MH0082  USGS QUAD   -  SIGOURNEY (1965)
 MH0082
 MH0082                         *CURRENT SURVEY CONTROL
 MH0082  ___________________________________________________________________
 MH0082* NAD 83(1986)-  41 16 56.     (N)    092 14 17.     (W)     SCALED    
 MH0082* NAVD 88     -       232.186  (meters)     761.76   (feet)  ADJUSTED  
 MH0082  ___________________________________________________________________
 MH0082  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 MH0082  DYNAMIC HT  -         232.089 (meters)     761.45  (feet)  COMP
 MH0082  MODELED GRAV-     980,196.4   (mgal)                       NAVD 88
 MH0082
 MH0082  VERT ORDER  -  SECOND    CLASS 0
 MH0082
 MH0082.The horizontal coordinates were scaled from a topographic map and have
 MH0082.an estimated accuracy of +/- 6 seconds.
 MH0082
 MH0082.The orthometric height was determined by differential leveling
 MH0082.and adjusted by the National Geodetic Survey in June 1991..
 MH0082
 MH0082.The geoid height was determined by GEOID03.
 MH0082
 MH0082.The dynamic height is computed by dividing the NAVD 88
 MH0082.geopotential number by the normal gravity value computed on the
 MH0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0082.degrees latitude (g = 980.6199 gals.).
 MH0082
 MH0082.The modeled gravity was interpolated from observed gravity values.
 MH0082
 MH0082;                    North         East    Units  Estimated Accuracy
 MH0082;SPC IA S     -   143,160.      605,710.      MT  (+/- 180 meters Scaled)
 MH0082
 MH0082                          SUPERSEDED SURVEY CONTROL
 MH0082
 MH0082  NGVD 29 (??/??/92)  232.174  (m)          761.72   (f) ADJ UNCH    2 0
 MH0082
 MH0082.Superseded values are not recommended for survey control.
 MH0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0082.See file dsdata.txt to determine how the superseded data were derived.
 MH0082
 MH0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF638703(NAD 83)
 MH0082_MARKER: DB = BENCH MARK DISK
 MH0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0082_STAMPING: P 86 1934
 MH0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0082+STABILITY: SURFACE MOTION
 MH0082
 MH0082  HISTORY     - Date     Condition        Report By
 MH0082  HISTORY     - 1934     MONUMENTED       CGS
 MH0082  HISTORY     - 1981     MARK NOT FOUND   NGS
 MH0082
 MH0082                          STATION DESCRIPTION
 MH0082
 MH0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0082'1.4 MI NE FROM HAYESVILLE.
 MH0082'1.4 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MH0082'PACIFIC RAILROAD FROM THE STATION AT HAYESVILLE, KEOKUK COUNTY,
 MH0082'8 POLES NORTHEAST OF MILEPOST 19, AT A PUBLIC-ROAD CROSSING, 40
 MH0082'FEET NORTH OF THE CENTERLINE OF THE TRACK, 27 FEET NORTH EAST OF
 MH0082'THE CENTERLINE OF THE ROAD, 2 FEET EAST AND 10 FEET SOUTH OF A
 MH0082'RIGHT-OF-WAY FENCE CORNER, AND 2 FEET LOWER THAN THE RAIL.  A
 MH0082'STANDARD DISK, STAMPED P 86 1934 AND SET IN THE TOP OF A CONCRETE
 MH0082'POST.
 MH0082
 MH0082                          STATION RECOVERY (1981)
 MH0082
 MH0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MH0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0148 ***********************************************************************
 MH0148  DESIGNATION -  P 87
 MH0148  PID         -  MH0148
 MH0148  STATE/COUNTY-  IA/POWESHIEK
 MH0148  USGS QUAD   -  SEARSBORO (1979)
 MH0148
 MH0148                         *CURRENT SURVEY CONTROL
 MH0148  ___________________________________________________________________
 MH0148* NAD 83(1986)-  41 31 31.     (N)    092 40 19.     (W)     SCALED    
 MH0148* NAVD 88     -       238.942  (meters)     783.93   (feet)  ADJUSTED  
 MH0148  ___________________________________________________________________
 MH0148  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 MH0148  DYNAMIC HT  -         238.842 (meters)     783.60  (feet)  COMP
 MH0148  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 MH0148
 MH0148  VERT ORDER  -  SECOND    CLASS 0
 MH0148
 MH0148.The horizontal coordinates were scaled from a topographic map and have
 MH0148.an estimated accuracy of +/- 6 seconds.
 MH0148
 MH0148.The orthometric height was determined by differential leveling
 MH0148.and adjusted by the National Geodetic Survey in June 1991..
 MH0148
 MH0148.The geoid height was determined by GEOID03.
 MH0148
 MH0148.The dynamic height is computed by dividing the NAVD 88
 MH0148.geopotential number by the normal gravity value computed on the
 MH0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0148.degrees latitude (g = 980.6199 gals.).
 MH0148
 MH0148.The modeled gravity was interpolated from observed gravity values.
 MH0148
 MH0148;                    North         East    Units  Estimated Accuracy
 MH0148;SPC IA S     -   169,710.      569,110.      MT  (+/- 180 meters Scaled)
 MH0148
 MH0148                          SUPERSEDED SURVEY CONTROL
 MH0148
 MH0148  NGVD 29 (??/??/92)  238.929  (m)          783.89   (f) ADJ UNCH    2 0
 MH0148
 MH0148.Superseded values are not recommended for survey control.
 MH0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0148.See file dsdata.txt to determine how the superseded data were derived.
 MH0148
 MH0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF273971(NAD 83)
 MH0148_MARKER: DB = BENCH MARK DISK
 MH0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0148_SP_SET: CULVERT
 MH0148_STAMPING: P 87 1934
 MH0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0148
 MH0148  HISTORY     - Date     Condition        Report By
 MH0148  HISTORY     - 1934     MONUMENTED       CGS
 MH0148
 MH0148                          STATION DESCRIPTION
 MH0148
 MH0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0148'AT MOORE.
 MH0148'AT MOORE, POWESHIEK COUNTY, ON THE MINNEAPOLIS AND ST. LOUIS
 MH0148'RAILROAD, 15 POLES NORTHWEST OF MILEPOST 285, 7-1/2 POLES NORTHWEST
 MH0148'OF THE STATION SIGNBOARD, AT A 10- BY 10-FOOT REINFORCED CONCRETE
 MH0148'BOX CULVERT AND CATTLE PASS, IN THE SOUTHEAST END OF THE SOUTHWEST
 MH0148'CONCRETE HEADWALL, 18 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 MH0148'AND 5 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED P 87 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0177 ***********************************************************************
 NL0177  DESIGNATION -  P 89
 NL0177  PID         -  NL0177
 NL0177  STATE/COUNTY-  IA/GREENE
 NL0177  USGS QUAD   -  SCRANTON (1980)
 NL0177
 NL0177                         *CURRENT SURVEY CONTROL
 NL0177  ___________________________________________________________________
 NL0177* NAD 83(1986)-  42 02 01.     (N)    094 36 36.     (W)     SCALED    
 NL0177* NAVD 88     -       348.910  (meters)    1144.72   (feet)  ADJUSTED  
 NL0177  ___________________________________________________________________
 NL0177  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 NL0177  DYNAMIC HT  -         348.796 (meters)    1144.34  (feet)  COMP
 NL0177  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 NL0177
 NL0177  VERT ORDER  -  SECOND    CLASS 0
 NL0177
 NL0177.The horizontal coordinates were scaled from a topographic map and have
 NL0177.an estimated accuracy of +/- 6 seconds.
 NL0177
 NL0177.The orthometric height was determined by differential leveling
 NL0177.and adjusted by the National Geodetic Survey in June 1991..
 NL0177
 NL0177.The geoid height was determined by GEOID03.
 NL0177
 NL0177.The dynamic height is computed by dividing the NAVD 88
 NL0177.geopotential number by the normal gravity value computed on the
 NL0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0177.degrees latitude (g = 980.6199 gals.).
 NL0177
 NL0177.The modeled gravity was interpolated from observed gravity values.
 NL0177
 NL0177;                    North         East    Units  Estimated Accuracy
 NL0177;SPC IA N     - 1,059,880.    1,408,090.      MT  (+/- 180 meters Scaled)
 NL0177
 NL0177                          SUPERSEDED SURVEY CONTROL
 NL0177
 NL0177  NGVD 29 (??/??/92)  348.852  (m)         1144.53   (f) ADJ UNCH    2 0
 NL0177
 NL0177.Superseded values are not recommended for survey control.
 NL0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0177.See file dsdata.txt to determine how the superseded data were derived.
 NL0177
 NL0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG667547(NAD 83)
 NL0177_MARKER: DB = BENCH MARK DISK
 NL0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0177_STAMPING: P 89 1935
 NL0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0177+STABILITY: SURFACE MOTION
 NL0177
 NL0177  HISTORY     - Date     Condition        Report By
 NL0177  HISTORY     - 1935     MONUMENTED       CGS
 NL0177  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0177
 NL0177                          STATION DESCRIPTION
 NL0177
 NL0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0177'1.3 MI E FROM RALSTON.
 NL0177'IN GREENE COUNTY, 1.3 MILES EAST ALONG THE CHICAGO AND NORTH
 NL0177'WESTERN RAILWAY FROM THE STATION AT RALSTON, CARROLL COUNTY, 150
 NL0177'FEET WEST OF MILEPOST 78, AT A ROAD CROSSING, 30 FEET WEST OF THE
 NL0177'CENTERLINE OF THE ROAD, 18 FEET NORTH OF THE CENTERLINE OF THE
 NL0177'NORTH TRACK, ON THE SLOPE OF A CUT, AND ABOUT 1 FOOT LOWER THAN
 NL0177'THE TRACK.  A STANDARD DISK, STAMPED P 89 1935 AND SET IN THE TOP
 NL0177'OF A CONCRETE POST.
 NL0177
 NL0177                          STATION RECOVERY (1975)
 NL0177
 NL0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0060 ***********************************************************************
 NM0060  DESIGNATION -  P 9
 NM0060  PID         -  NM0060
 NM0060  STATE/COUNTY-  IA/SIOUX
 NM0060  USGS QUAD   -  HAWARDEN SOUTH (1969)
 NM0060
 NM0060                         *CURRENT SURVEY CONTROL
 NM0060  ___________________________________________________________________
 NM0060* NAD 83(1986)-  42 59 42.     (N)    096 29 22.     (W)     SCALED    
 NM0060* NAVD 88     -       359.250  (meters)    1178.64   (feet)  ADJUSTED  
 NM0060  ___________________________________________________________________
 NM0060  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 NM0060  DYNAMIC HT  -         359.154 (meters)    1178.32  (feet)  COMP
 NM0060  MODELED GRAV-     980,343.6   (mgal)                       NAVD 88
 NM0060
 NM0060  VERT ORDER  -  FIRST     CLASS II
 NM0060
 NM0060.The horizontal coordinates were scaled from a topographic map and have
 NM0060.an estimated accuracy of +/- 6 seconds.
 NM0060
 NM0060.The orthometric height was determined by differential leveling
 NM0060.and adjusted by the National Geodetic Survey in June 1991..
 NM0060
 NM0060.The geoid height was determined by GEOID03.
 NM0060
 NM0060.The dynamic height is computed by dividing the NAVD 88
 NM0060.geopotential number by the normal gravity value computed on the
 NM0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0060.degrees latitude (g = 980.6199 gals.).
 NM0060
 NM0060.The modeled gravity was interpolated from observed gravity values.
 NM0060
 NM0060;                    North         East    Units  Estimated Accuracy
 NM0060;SPC IA N     - 1,170,370.    1,256,280.      MT  (+/- 180 meters Scaled)
 NM0060
 NM0060                          SUPERSEDED SURVEY CONTROL
 NM0060
 NM0060  NGVD 29 (??/??/92)  359.05   (m)         1178.0    (f) COMPUTED    1 2
 NM0060
 NM0060.Superseded values are not recommended for survey control.
 NM0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0060.See file dsdata.txt to determine how the superseded data were derived.
 NM0060
 NM0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN046633(NAD 83)
 NM0060_MARKER: DB = BENCH MARK DISK
 NM0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0060_STAMPING: P 9 1934
 NM0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0060+STABILITY: SURFACE MOTION
 NM0060
 NM0060  HISTORY     - Date     Condition        Report By
 NM0060  HISTORY     - 1934     MONUMENTED       CGS
 NM0060  HISTORY     - 1949     GOOD             NGS
 NM0060
 NM0060                          STATION DESCRIPTION
 NM0060
 NM0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0060'AT HAWARDEN.
 NM0060'AT HAWARDEN, SIOUX COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NM0060'RAILWAY, 475 YARDS NORTHWEST OF THE STATION, 90 YARDS NORTHWEST
 NM0060'OF THE CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NM0060'RAILROAD, 49.9 FEET SOUTH OF THE WEST END OF A SWITCH, 48 FEET
 NM0060'EAST OF THE CENTERLINE OF STATE HIGHWAY 12, 38.5 FEET SOUTHWEST
 NM0060'OF THE SOUTHWEST RAIL OF THE MAIN TRACK AND 41 FEET N.E. OF A
 NM0060'SPUR TRACK.  A STANDARD DISK, STAMPED P 9 1934 AND SET IN
 NM0060'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0802 ***********************************************************************
 LF0802  DESIGNATION -  P 9
 LF0802  PID         -  LF0802
 LF0802  STATE/COUNTY-  IA/FREMONT
 LF0802  USGS QUAD   -  HAMBURG (1984)
 LF0802
 LF0802                         *CURRENT SURVEY CONTROL
 LF0802  ___________________________________________________________________
 LF0802* NAD 83(1986)-  40 36 20.     (N)    095 39 16.     (W)     SCALED    
 LF0802* NAVD 88     -       278.774  (meters)     914.61   (feet)  ADJUSTED  
 LF0802  ___________________________________________________________________
 LF0802  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LF0802  DYNAMIC HT  -         278.626 (meters)     914.13  (feet)  COMP
 LF0802  MODELED GRAV-     980,090.1   (mgal)                       NAVD 88
 LF0802
 LF0802  VERT ORDER  -  FIRST     CLASS II
 LF0802
 LF0802.The horizontal coordinates were scaled from a topographic map and have
 LF0802.an estimated accuracy of +/- 6 seconds.
 LF0802
 LF0802.The orthometric height was determined by differential leveling
 LF0802.and adjusted by the National Geodetic Survey in June 1991..
 LF0802.WARNING-Repeat measurements at this control monument indicate possible
 LF0802.vertical movement.
 LF0802
 LF0802.The geoid height was determined by GEOID03.
 LF0802
 LF0802.The dynamic height is computed by dividing the NAVD 88
 LF0802.geopotential number by the normal gravity value computed on the
 LF0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0802.degrees latitude (g = 980.6199 gals.).
 LF0802
 LF0802.The modeled gravity was interpolated from observed gravity values.
 LF0802
 LF0802;                    North         East    Units  Estimated Accuracy
 LF0802;SPC IA S     -    69,500.      317,680.      MT  (+/- 180 meters Scaled)
 LF0802
 LF0802                          SUPERSEDED SURVEY CONTROL
 LF0802
 LF0802  NGVD 29 (??/??/92)  278.665  (m)          914.25   (f) ADJ UNCH    1 2
 LF0802
 LF0802.Superseded values are not recommended for survey control.
 LF0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0802.See file dsdata.txt to determine how the superseded data were derived.
 LF0802
 LF0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE754983(NAD 83)
 LF0802_MARKER: DB = BENCH MARK DISK
 LF0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0802_SP_SET: CONCRETE POST
 LF0802_STAMPING: P 9 1933
 LF0802_MARK LOGO: CGS   
 LF0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0802+STABILITY: SURFACE MOTION
 LF0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0802+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 LF0802
 LF0802  HISTORY     - Date     Condition        Report By
 LF0802  HISTORY     - 1933     MONUMENTED       CGS
 LF0802  HISTORY     - 1949     GOOD             NGS
 LF0802  HISTORY     - 19890726 GOOD             NGS
 LF0802
 LF0802                          STATION DESCRIPTION
 LF0802
 LF0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0802'AT HAMBURG.
 LF0802'AT HAMBURG, FREMONT COUNTY, AT THE CORNER OF WASHINGTON AND
 LF0802'SOUTH STREETS, 40 FEET WEST OF STATE HIGHWAY 275, AT THE SOUTHEAST
 LF0802'CORNER OF THE PARK, AND INSIDE THE SIDEWALK LINE.  A STANDARD
 LF0802'DISK, STAMPED P 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LF0802
 LF0802                          STATION RECOVERY (1989)
 LF0802
 LF0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0802'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN HAMBURG,
 LF0802'AT THE INTERSECTION OF U.S. HIGHWAY 275 AND G STREET, NEAR THE
 LF0802'SOUTHEAST CORNER OF A CITY PARK, 15.1 M (49.5 FT) WEST OF THE CENTER
 LF0802'OF THE HIGHWAY, 10.3 M (33.8 FT) NORTH OF THE CENTER OF THE STREET,
 LF0802'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND IN A CONCRETE
 LF0802'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0333 ***********************************************************************
 MJ0333  DESIGNATION -  P 90
 MJ0333  PID         -  MJ0333
 MJ0333  STATE/COUNTY-  IA/CRAWFORD
 MJ0333  USGS QUAD   -  MANILLA (1978)
 MJ0333
 MJ0333                         *CURRENT SURVEY CONTROL
 MJ0333  ___________________________________________________________________
 MJ0333* NAD 83(1986)-  41 55 30.     (N)    095 11 22.     (W)     SCALED    
 MJ0333* NAVD 88     -       428.923  (meters)    1407.22   (feet)  ADJUSTED  
 MJ0333  ___________________________________________________________________
 MJ0333  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 MJ0333  DYNAMIC HT  -         428.725 (meters)    1406.58  (feet)  COMP
 MJ0333  MODELED GRAV-     980,150.3   (mgal)                       NAVD 88
 MJ0333
 MJ0333  VERT ORDER  -  SECOND    CLASS 0
 MJ0333
 MJ0333.The horizontal coordinates were scaled from a topographic map and have
 MJ0333.an estimated accuracy of +/- 6 seconds.
 MJ0333
 MJ0333.The orthometric height was determined by differential leveling
 MJ0333.and adjusted by the National Geodetic Survey in June 1991..
 MJ0333
 MJ0333.The geoid height was determined by GEOID03.
 MJ0333
 MJ0333.The dynamic height is computed by dividing the NAVD 88
 MJ0333.geopotential number by the normal gravity value computed on the
 MJ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0333.degrees latitude (g = 980.6199 gals.).
 MJ0333
 MJ0333.The modeled gravity was interpolated from observed gravity values.
 MJ0333
 MJ0333;                    North         East    Units  Estimated Accuracy
 MJ0333;SPC IA N     - 1,048,610.    1,359,870.      MT  (+/- 180 meters Scaled)
 MJ0333
 MJ0333                          SUPERSEDED SURVEY CONTROL
 MJ0333
 MJ0333  NGVD 29 (??/??/92)  428.777  (m)         1406.75   (f) ADJ UNCH    2 0
 MJ0333
 MJ0333.Superseded values are not recommended for survey control.
 MJ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0333.See file dsdata.txt to determine how the superseded data were derived.
 MJ0333
 MJ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG184437(NAD 83)
 MJ0333_MARKER: DB = BENCH MARK DISK
 MJ0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0333_SP_SET: OVERPASS
 MJ0333_STAMPING: P 90 1935
 MJ0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0333
 MJ0333  HISTORY     - Date     Condition        Report By
 MJ0333  HISTORY     - 1935     MONUMENTED       CGS
 MJ0333
 MJ0333                          STATION DESCRIPTION
 MJ0333
 MJ0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0333'3 MI W FROM ASPINWALL.
 MJ0333'3.0 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0333'RAILROAD FROM THE STATION AT ASPINWALL, CRAWFORD COUNTY, 9 POLES
 MJ0333'WEST OF MILEPOST 419, AT A ROAD CROSSING, AT OVERPASS Z 1356, IN
 MJ0333'THE TOP OF THE NORTH CONCRETE HEADWALL, 1 FOOT EAST OF THE WEST
 MJ0333'ABUTMENT, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 MJ0333'STAMPED P 90 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0353 ***********************************************************************
 NL0353  DESIGNATION -  P 91
 NL0353  PID         -  NL0353
 NL0353  STATE/COUNTY-  IA/MONONA
 NL0353  USGS QUAD   -  UTE (1971)
 NL0353
 NL0353                         *CURRENT SURVEY CONTROL
 NL0353  ___________________________________________________________________
 NL0353* NAD 83(1986)-  42 04 52.     (N)    095 43 01.     (W)     SCALED    
 NL0353* NAVD 88     -       358.863  (meters)    1177.37   (feet)  POSTED    
 NL0353  ___________________________________________________________________
 NL0353  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 NL0353  DYNAMIC HT  -         358.720 (meters)    1176.90  (feet)  COMP
 NL0353  MODELED GRAV-     980,225.5   (mgal)                       NAVD 88
 NL0353
 NL0353  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 NL0353
 NL0353.The horizontal coordinates were scaled from a topographic map and have
 NL0353.an estimated accuracy of +/- 6 seconds.
 NL0353
 NL0353.The orthometric height was determined by differential leveling
 NL0353.and adjusted by the National Geodetic Survey in 1992..
 NL0353.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 NL0353.rate of 4.1 thru 8.0 mm/km.
 NL0353
 NL0353.The geoid height was determined by GEOID03.
 NL0353
 NL0353.The dynamic height is computed by dividing the NAVD 88
 NL0353.geopotential number by the normal gravity value computed on the
 NL0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0353.degrees latitude (g = 980.6199 gals.).
 NL0353
 NL0353.The modeled gravity was interpolated from observed gravity values.
 NL0353
 NL0353;                    North         East    Units  Estimated Accuracy
 NL0353;SPC IA N     - 1,066,950.    1,316,580.      MT  (+/- 180 meters Scaled)
 NL0353
 NL0353                          SUPERSEDED SURVEY CONTROL
 NL0353
 NL0353  NGVD 29 (??/??/92)  358.687  (m)         1176.79   (f) ADJ UNCH    2 0
 NL0353
 NL0353.Superseded values are not recommended for survey control.
 NL0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0353.See file dsdata.txt to determine how the superseded data were derived.
 NL0353
 NL0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG752623(NAD 83)
 NL0353_MARKER: DB = BENCH MARK DISK
 NL0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0353_STAMPING: P 91 1935
 NL0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0353+STABILITY: SURFACE MOTION
 NL0353
 NL0353  HISTORY     - Date     Condition        Report By
 NL0353  HISTORY     - 1935     MONUMENTED       CGS
 NL0353  HISTORY     - 1974     GOOD             NGS
 NL0353
 NL0353                          STATION DESCRIPTION
 NL0353
 NL0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0353'2.1 MI N FROM UTE.
 NL0353'2.1 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0353'PACIFIC RAILROAD FROM THE STATION AT UTE, MONONA COUNTY, 5-1/2
 NL0353'POLES NORTH OF MILEPOST 35, AT THE CROSSING OF AN EAST-AND-WEST
 NL0353'ROAD, 47 FEET EAST OF THE CENTERLINE OF THE TRACK, 35 FEET NORTH
 NL0353'OF THE CENTERLINE OF THE ROAD, 5 FEET NORTH AND 3 FEET WEST OF
 NL0353'THE RIGHT-OF-WAY FENCE CORNER, AND ABOUT 1-1/2 FEET LOWER THAN
 NL0353'THE TRACK.  A STANDARD DISK, STAMPED P 91 1935 AND SET IN THE
 NL0353'TOP OF A CONCRETE POST.
 NL0353
 NL0353                          STATION RECOVERY (1974)
 NL0353
 NL0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NL0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0296 ***********************************************************************
 NL0296  DESIGNATION -  P 93
 NL0296  PID         -  NL0296
 NL0296  STATE/COUNTY-  IA/SAC
 NL0296  USGS QUAD   -  VAIL NE (1980)
 NL0296
 NL0296                         *CURRENT SURVEY CONTROL
 NL0296  ___________________________________________________________________
 NL0296* NAD 83(1986)-  42 13 28.     (N)    095 00 04.     (W)     SCALED    
 NL0296* NAVD 88     -       397.593  (meters)    1304.44   (feet)  ADJUSTED  
 NL0296  ___________________________________________________________________
 NL0296  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 NL0296  DYNAMIC HT  -         397.431 (meters)    1303.90  (feet)  COMP
 NL0296  MODELED GRAV-     980,205.5   (mgal)                       NAVD 88
 NL0296
 NL0296  VERT ORDER  -  SECOND    CLASS 0
 NL0296
 NL0296.The horizontal coordinates were scaled from a topographic map and have
 NL0296.an estimated accuracy of +/- 6 seconds.
 NL0296
 NL0296.The orthometric height was determined by differential leveling
 NL0296.and adjusted by the National Geodetic Survey in June 1991..
 NL0296
 NL0296.The geoid height was determined by GEOID03.
 NL0296
 NL0296.The dynamic height is computed by dividing the NAVD 88
 NL0296.geopotential number by the normal gravity value computed on the
 NL0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0296.degrees latitude (g = 980.6199 gals.).
 NL0296
 NL0296.The modeled gravity was interpolated from observed gravity values.
 NL0296
 NL0296;                    North         East    Units  Estimated Accuracy
 NL0296;SPC IA N     - 1,081,570.    1,376,080.      MT  (+/- 180 meters Scaled)
 NL0296
 NL0296                          SUPERSEDED SURVEY CONTROL
 NL0296
 NL0296  NGVD 29 (??/??/92)  397.471  (m)         1304.04   (f) ADJ UNCH    2 0
 NL0296
 NL0296.Superseded values are not recommended for survey control.
 NL0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0296.See file dsdata.txt to determine how the superseded data were derived.
 NL0296
 NL0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG348766(NAD 83)
 NL0296_MARKER: DB = BENCH MARK DISK
 NL0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0296_STAMPING: P 93 1935
 NL0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0296+STABILITY: SURFACE MOTION
 NL0296
 NL0296  HISTORY     - Date     Condition        Report By
 NL0296  HISTORY     - 1935     MONUMENTED       CGS
 NL0296  HISTORY     - 1943     GOOD             NGS
 NL0296
 NL0296                          STATION DESCRIPTION
 NL0296
 NL0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0296'2.4 MI S FROM CARNARVON.
 NL0296'2.4 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0296'FROM THE STATION AT CARNARVON, SAC COUNTY, AT A ROAD CROSSING
 NL0296'AND CULVERT 1192-1/2, 39 FEET NORTH OF THE CENTERLINE OF THE
 NL0296'ROAD, 22 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 4 FEET
 NL0296'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED P 93 1935 AND
 NL0296'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0429 ***********************************************************************
 NL0429  DESIGNATION -  P 94
 NL0429  PID         -  NL0429
 NL0429  STATE/COUNTY-  IA/CRAWFORD
 NL0429  USGS QUAD   -  RICKETTS (1971)
 NL0429
 NL0429                         *CURRENT SURVEY CONTROL
 NL0429  ___________________________________________________________________
 NL0429* NAD 83(1986)-  42 08 49.     (N)    095 32 14.     (W)     SCALED    
 NL0429* NAVD 88     -       420.672  (meters)    1380.15   (feet)  ADJUSTED  
 NL0429  ___________________________________________________________________
 NL0429  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 NL0429  DYNAMIC HT  -         420.509 (meters)    1379.62  (feet)  COMP
 NL0429  MODELED GRAV-     980,223.4   (mgal)                       NAVD 88
 NL0429
 NL0429  VERT ORDER  -  SECOND    CLASS 0
 NL0429
 NL0429.The horizontal coordinates were scaled from a topographic map and have
 NL0429.an estimated accuracy of +/- 6 seconds.
 NL0429
 NL0429.The orthometric height was determined by differential leveling
 NL0429.and adjusted by the National Geodetic Survey in June 1991..
 NL0429
 NL0429.The geoid height was determined by GEOID03.
 NL0429
 NL0429.The dynamic height is computed by dividing the NAVD 88
 NL0429.geopotential number by the normal gravity value computed on the
 NL0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0429.degrees latitude (g = 980.6199 gals.).
 NL0429
 NL0429.The modeled gravity was interpolated from observed gravity values.
 NL0429
 NL0429;                    North         East    Units  Estimated Accuracy
 NL0429;SPC IA N     - 1,073,890.    1,331,620.      MT  (+/- 180 meters Scaled)
 NL0429
 NL0429                          SUPERSEDED SURVEY CONTROL
 NL0429
 NL0429  NGVD 29 (??/??/92)  420.519  (m)         1379.65   (f) ADJ UNCH    2 0
 NL0429
 NL0429.Superseded values are not recommended for survey control.
 NL0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0429.See file dsdata.txt to determine how the superseded data were derived.
 NL0429
 NL0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG903692(NAD 83)
 NL0429_MARKER: DB = BENCH MARK DISK
 NL0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0429_STAMPING: P 94 1935
 NL0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0429+STABILITY: SURFACE MOTION
 NL0429
 NL0429  HISTORY     - Date     Condition        Report By
 NL0429  HISTORY     - 1935     MONUMENTED       CGS
 NL0429  HISTORY     - 1954     GOOD             NGS
 NL0429  HISTORY     - 1971     MARK NOT FOUND   NGS
 NL0429
 NL0429                          STATION DESCRIPTION
 NL0429
 NL0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NL0429'2.6 MI NE FROM RICKETTS.
 NL0429'2.6 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0429'FROM THE STATION AT RICKETTS, 24 FEET WEST OF CULVERT 182-3/4, AT
 NL0429'A ROAD CROSSING, 47 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 NL0429'36 FEET WEST OF THE CROSSING, 4 FEET NORTHWEST OF A RIGHT-OF-WAY
 NL0429'FENCE CORNER, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 NL0429'DISK, STAMPED P 94 1935 AND SET IN THE TOP OF A CONCRETE POST,
 NL0429'PROJECTING 0.4 FOOT ABOVE GROUND.
 NL0429
 NL0429                          STATION RECOVERY (1971)
 NL0429
 NL0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NL0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0947 ***********************************************************************
 MJ0947  DESIGNATION -  P 95
 MJ0947  PID         -  MJ0947
 MJ0947  STATE/COUNTY-  IA/HARRISON
 MJ0947  USGS QUAD   -  PISGAH (1971)
 MJ0947
 MJ0947                         *CURRENT SURVEY CONTROL
 MJ0947  ___________________________________________________________________
 MJ0947* NAD 83(1986)-  41 49 49.     (N)    095 55 42.     (W)     SCALED    
 MJ0947* NAVD 88     -       323.089  (meters)    1060.00   (feet)  ADJUSTED  
 MJ0947  ___________________________________________________________________
 MJ0947  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 MJ0947  DYNAMIC HT  -         322.957 (meters)    1059.57  (feet)  COMP
 MJ0947  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 MJ0947
 MJ0947  VERT ORDER  -  SECOND    CLASS 0
 MJ0947
 MJ0947.The horizontal coordinates were scaled from a topographic map and have
 MJ0947.an estimated accuracy of +/- 6 seconds.
 MJ0947
 MJ0947.The orthometric height was determined by differential leveling
 MJ0947.and adjusted by the National Geodetic Survey in June 1991..
 MJ0947
 MJ0947.The geoid height was determined by GEOID03.
 MJ0947
 MJ0947.The dynamic height is computed by dividing the NAVD 88
 MJ0947.geopotential number by the normal gravity value computed on the
 MJ0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0947.degrees latitude (g = 980.6199 gals.).
 MJ0947
 MJ0947.The modeled gravity was interpolated from observed gravity values.
 MJ0947
 MJ0947;                    North         East    Units  Estimated Accuracy
 MJ0947;SPC IA S     -   206,070.      298,300.      MT  (+/- 180 meters Scaled)
 MJ0947
 MJ0947                          SUPERSEDED SURVEY CONTROL
 MJ0947
 MJ0947  NGVD 29 (??/??/92)  322.939  (m)         1059.51   (f) ADJ UNCH    2 0
 MJ0947
 MJ0947.Superseded values are not recommended for survey control.
 MJ0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0947.See file dsdata.txt to determine how the superseded data were derived.
 MJ0947
 MJ0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG568350(NAD 83)
 MJ0947_MARKER: DB = BENCH MARK DISK
 MJ0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0947_STAMPING: P 95 1935
 MJ0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0947+STABILITY: SURFACE MOTION
 MJ0947
 MJ0947  HISTORY     - Date     Condition        Report By
 MJ0947  HISTORY     - 1935     MONUMENTED       CGS
 MJ0947  HISTORY     - 1949     GOOD             NGS
 MJ0947
 MJ0947                          STATION DESCRIPTION
 MJ0947
 MJ0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0947'AT PISGAH.
 MJ0947'AT PISGAH, 1 POLE SOUTH OF THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0947'STATION, 34 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD
 MJ0947'LEADING WEST, 28.8 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 MJ0947'8.5 FEET WEST OF A TELEPHONE POLE, 1.4 FEET SOUTH OF A REFERENCE
 MJ0947'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 MJ0947'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0959 ***********************************************************************
 MJ0959  DESIGNATION -  P 96
 MJ0959  PID         -  MJ0959
 MJ0959  STATE/COUNTY-  IA/HARRISON
 MJ0959  USGS QUAD   -  PERSIA (1978)
 MJ0959
 MJ0959                         *CURRENT SURVEY CONTROL
 MJ0959  ___________________________________________________________________
 MJ0959* NAD 83(1986)-  41 34 40.     (N)    095 34 04.     (W)     SCALED    
 MJ0959* NAVD 88     -       352.976  (meters)    1158.06   (feet)  ADJUSTED  
 MJ0959  ___________________________________________________________________
 MJ0959  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 MJ0959  DYNAMIC HT  -         352.809 (meters)    1157.51  (feet)  COMP
 MJ0959  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 MJ0959
 MJ0959  VERT ORDER  -  SECOND    CLASS 0
 MJ0959
 MJ0959.The horizontal coordinates were scaled from a topographic map and have
 MJ0959.an estimated accuracy of +/- 6 seconds.
 MJ0959
 MJ0959.The orthometric height was determined by differential leveling
 MJ0959.and adjusted by the National Geodetic Survey in June 1991..
 MJ0959
 MJ0959.The geoid height was determined by GEOID03.
 MJ0959
 MJ0959.The dynamic height is computed by dividing the NAVD 88
 MJ0959.geopotential number by the normal gravity value computed on the
 MJ0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0959.degrees latitude (g = 980.6199 gals.).
 MJ0959
 MJ0959.The modeled gravity was interpolated from observed gravity values.
 MJ0959
 MJ0959;                    North         East    Units  Estimated Accuracy
 MJ0959;SPC IA S     -   177,260.      327,580.      MT  (+/- 180 meters Scaled)
 MJ0959
 MJ0959                          SUPERSEDED SURVEY CONTROL
 MJ0959
 MJ0959  NGVD 29 (??/??/92)  352.858  (m)         1157.67   (f) ADJ UNCH    2 0
 MJ0959
 MJ0959.Superseded values are not recommended for survey control.
 MJ0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0959.See file dsdata.txt to determine how the superseded data were derived.
 MJ0959
 MJ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG859060(NAD 83)
 MJ0959_MARKER: DB = BENCH MARK DISK
 MJ0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0959_STAMPING: 1157.471 P 96 1935
 MJ0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0959+STABILITY: SURFACE MOTION
 MJ0959
 MJ0959  HISTORY     - Date     Condition        Report By
 MJ0959  HISTORY     - 1935     MONUMENTED       CGS
 MJ0959  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0959
 MJ0959                          STATION DESCRIPTION
 MJ0959
 MJ0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0959'AT PERSIA.
 MJ0959'AT PERSIA, HARRISON COUNTY, ON THE CHICAGO, MILWAUKEE ST. PAUL AND
 MJ0959'PACIFIC RAILROAD, 410 FEET SOUTH OF THE STATION, 60 FEET EAST
 MJ0959'OF THE CENTERLINE OF THE MAIN TRACK, AT THE RAILROAD WATER TANK,
 MJ0959'IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION
 MJ0959'OF THE SOUTHWEST LEG, AND 6-1/2 FEET LOWER THAN THE TOP OF THE
 MJ0959'RAIL.  A STANDARD DISK, STAMPED 1157.471 P 96 1935.
 MJ0959
 MJ0959                          STATION RECOVERY (1975)
 MJ0959
 MJ0959'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0655 ***********************************************************************
 MJ0655  DESIGNATION -  P 97
 MJ0655  PID         -  MJ0655
 MJ0655  STATE/COUNTY-  IA/MILLS
 MJ0655  USGS QUAD   -  MALVERN (1956)
 MJ0655
 MJ0655                         *CURRENT SURVEY CONTROL
 MJ0655  ___________________________________________________________________
 MJ0655* NAD 83(1986)-  41 01 50.     (N)    095 36 16.     (W)     SCALED    
 MJ0655* NAVD 88     -       314.307  (meters)    1031.19   (feet)  ADJUSTED  
 MJ0655  ___________________________________________________________________
 MJ0655  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 MJ0655  DYNAMIC HT  -         314.175 (meters)    1030.76  (feet)  COMP
 MJ0655  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 MJ0655
 MJ0655  VERT ORDER  -  SECOND    CLASS 0
 MJ0655
 MJ0655.The horizontal coordinates were scaled from a topographic map and have
 MJ0655.an estimated accuracy of +/- 6 seconds.
 MJ0655
 MJ0655.The orthometric height was determined by differential leveling
 MJ0655.and adjusted by the National Geodetic Survey in June 1991..
 MJ0655
 MJ0655.The geoid height was determined by GEOID03.
 MJ0655
 MJ0655.The dynamic height is computed by dividing the NAVD 88
 MJ0655.geopotential number by the normal gravity value computed on the
 MJ0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0655.degrees latitude (g = 980.6199 gals.).
 MJ0655
 MJ0655.The modeled gravity was interpolated from observed gravity values.
 MJ0655
 MJ0655;                    North         East    Units  Estimated Accuracy
 MJ0655;SPC IA S     -   116,580.      323,050.      MT  (+/- 180 meters Scaled)
 MJ0655
 MJ0655                          SUPERSEDED SURVEY CONTROL
 MJ0655
 MJ0655  NGVD 29 (??/??/92)  314.226  (m)         1030.92   (f) ADJ UNCH    2 0
 MJ0655
 MJ0655.Superseded values are not recommended for survey control.
 MJ0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0655.See file dsdata.txt to determine how the superseded data were derived.
 MJ0655
 MJ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF810454(NAD 83)
 MJ0655_MARKER: DB = BENCH MARK DISK
 MJ0655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0655_SP_SET: OVERPASS
 MJ0655_STAMPING: P 97 1935
 MJ0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0655
 MJ0655  HISTORY     - Date     Condition        Report By
 MJ0655  HISTORY     - 1935     MONUMENTED       CGS
 MJ0655  HISTORY     - 1955     GOOD             NGS
 MJ0655
 MJ0655                          STATION DESCRIPTION
 MJ0655
 MJ0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MJ0655'2.1 MI N FROM MALVERN.
 MJ0655'2.1 MILES NORTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 MJ0655'MALVERN, MILLS COUNTY, 7-1/2 POLES NORTH OF MILEPOST 387-27,
 MJ0655'AT THE OVERPASS OF U.S. HIGHWAY 34, IN THE EAST FACE OF THE
 MJ0655'NORTHWEST PILLAR, 30 FEET WEST OF THE CENTERLINE OF THE TRACK,
 MJ0655'AND 4 FEET ABOVE THE TRACK.  A STANDARD DISK, STAMPED P 97 1935
 MJ0655'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0285 ***********************************************************************
 LF0285  DESIGNATION -  P 98
 LF0285  PID         -  LF0285
 LF0285  STATE/COUNTY-  IA/MONTGOMERY
 LF0285  USGS QUAD   -  COBURG (1978)
 LF0285
 LF0285                         *CURRENT SURVEY CONTROL
 LF0285  ___________________________________________________________________
 LF0285* NAD 83(1986)-  40 58 25.     (N)    095 15 06.     (W)     SCALED    
 LF0285* NAVD 88     -       313.198  (meters)    1027.55   (feet)  ADJUSTED  
 LF0285  ___________________________________________________________________
 LF0285  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LF0285  DYNAMIC HT  -         313.041 (meters)    1027.04  (feet)  COMP
 LF0285  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 LF0285
 LF0285  VERT ORDER  -  SECOND    CLASS 0
 LF0285
 LF0285.The horizontal coordinates were scaled from a topographic map and have
 LF0285.an estimated accuracy of +/- 6 seconds.
 LF0285
 LF0285.The orthometric height was determined by differential leveling
 LF0285.and adjusted by the National Geodetic Survey in June 1991..
 LF0285
 LF0285.The geoid height was determined by GEOID03.
 LF0285
 LF0285.The dynamic height is computed by dividing the NAVD 88
 LF0285.geopotential number by the normal gravity value computed on the
 LF0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0285.degrees latitude (g = 980.6199 gals.).
 LF0285
 LF0285.The modeled gravity was interpolated from observed gravity values.
 LF0285
 LF0285;                    North         East    Units  Estimated Accuracy
 LF0285;SPC IA S     -   109,600.      352,580.      MT  (+/- 180 meters Scaled)
 LF0285
 LF0285                          SUPERSEDED SURVEY CONTROL
 LF0285
 LF0285  NGVD 29 (??/??/92)  313.096  (m)         1027.22   (f) ADJ UNCH    2 0
 LF0285
 LF0285.Superseded values are not recommended for survey control.
 LF0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0285.See file dsdata.txt to determine how the superseded data were derived.
 LF0285
 LF0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF105382(NAD 83)
 LF0285_MARKER: DB = BENCH MARK DISK
 LF0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0285_STAMPING: P 98 1935
 LF0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0285+STABILITY: SURFACE MOTION
 LF0285
 LF0285  HISTORY     - Date     Condition        Report By
 LF0285  HISTORY     - 1935     MONUMENTED       CGS
 LF0285  HISTORY     - 1949     GOOD             NGS
 LF0285
 LF0285                          STATION DESCRIPTION
 LF0285
 LF0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0285'3 MI SW FROM RED OAK.
 LF0285'3.0 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0285'RAILWAY FROM THE STATION AT RED OAK, AT A PRIVATE ROAD CROSSING,
 LF0285'41 FEET EAST OF THE EAST RAIL OF THE TRACK, 31 FEET NORTH OF
 LF0285'THE CENTER LINE OF THE PRIVATE ROAD, 18.8 FEET EAST OF A TELEPHONE
 LF0285'POLE, 6.0 FEET WEST OF THE EAST RIGHT OF WAY FENCE, 0.8 FOOT
 LF0285'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 LF0285'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0455 ***********************************************************************
 MJ0455  DESIGNATION -  P 99
 MJ0455  PID         -  MJ0455
 MJ0455  STATE/COUNTY-  IA/CASS
 MJ0455  USGS QUAD   -  ATLANTIC (1971)
 MJ0455
 MJ0455                         *CURRENT SURVEY CONTROL
 MJ0455  ___________________________________________________________________
 MJ0455* NAD 83(1986)-  41 24 12.     (N)    095 00 49.     (W)     SCALED    
 MJ0455* NAVD 88     -       370.257  (meters)    1214.75   (feet)  ADJUSTED  
 MJ0455  ___________________________________________________________________
 MJ0455  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 MJ0455  DYNAMIC HT  -         370.123 (meters)    1214.31  (feet)  COMP
 MJ0455  MODELED GRAV-     980,248.9   (mgal)                       NAVD 88
 MJ0455
 MJ0455  VERT ORDER  -  FIRST     CLASS II
 MJ0455
 MJ0455.The horizontal coordinates were scaled from a topographic map and have
 MJ0455.an estimated accuracy of +/- 6 seconds.
 MJ0455
 MJ0455.The orthometric height was determined by differential leveling
 MJ0455.and adjusted by the National Geodetic Survey in June 1991..
 MJ0455
 MJ0455.The geoid height was determined by GEOID03.
 MJ0455
 MJ0455.The dynamic height is computed by dividing the NAVD 88
 MJ0455.geopotential number by the normal gravity value computed on the
 MJ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0455.degrees latitude (g = 980.6199 gals.).
 MJ0455
 MJ0455.The modeled gravity was interpolated from observed gravity values.
 MJ0455
 MJ0455;                    North         East    Units  Estimated Accuracy
 MJ0455;SPC IA S     -   156,940.      373,440.      MT  (+/- 180 meters Scaled)
 MJ0455
 MJ0455                          SUPERSEDED SURVEY CONTROL
 MJ0455
 MJ0455  NGVD 29 (??/??/92)  370.197  (m)         1214.55   (f) ADJ UNCH    1 2
 MJ0455
 MJ0455.Superseded values are not recommended for survey control.
 MJ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0455.See file dsdata.txt to determine how the superseded data were derived.
 MJ0455
 MJ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF316854(NAD 83)
 MJ0455_MARKER: DB = BENCH MARK DISK
 MJ0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0455_SP_SET: STONE
 MJ0455_STAMPING: P 99 1935
 MJ0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0455+STABILITY: SURFACE MOTION
 MJ0455
 MJ0455  HISTORY     - Date     Condition        Report By
 MJ0455  HISTORY     - 1935     MONUMENTED       CGS
 MJ0455  HISTORY     - 1950     GOOD             NGS
 MJ0455
 MJ0455                          STATION DESCRIPTION
 MJ0455
 MJ0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0455'AT ATLANTIC.
 MJ0455'AT ATLANTIC, CASS COUNTY, AT THE COURTHOUSE, 12 FEET EAST OF
 MJ0455'THE CENTER OF THE NORTH ENTRANCE, AT THE SOUTHEAST CORNER OF
 MJ0455'THE FIRST LANDING, 4 INCHES NORTHWEST OF THE EAST BALUSTRADE, IN
 MJ0455'THE TOP OF THE STONE LANDING, AND 2.5 FEET ABOVE THE GROUND.
 MJ0455'A STANDARD DISK, STAMPED P 99 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0870 ***********************************************************************
 MJ0870  DESIGNATION -  PACIFIC
 MJ0870  PID         -  MJ0870
 MJ0870  STATE/COUNTY-  IA/MILLS
 MJ0870  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0870
 MJ0870                         *CURRENT SURVEY CONTROL
 MJ0870  ___________________________________________________________________
 MJ0870* NAD 83(1996)-  41 00 58.25276(N)    095 49 48.15286(W)     ADJUSTED  
 MJ0870* NAVD 88     -       292.091  (meters)     958.30   (feet)  ADJUSTED  
 MJ0870  ___________________________________________________________________
 MJ0870  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 MJ0870  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 MJ0870  DYNAMIC HT  -         291.969 (meters)     957.90  (feet)  COMP
 MJ0870  MODELED GRAV-     980,199.8   (mgal)                       NAVD 88
 MJ0870
 MJ0870  HORZ ORDER  -  THIRD
 MJ0870  VERT ORDER  -  SECOND    CLASS 0
 MJ0870
 MJ0870.The horizontal coordinates were established by classical geodetic methods
 MJ0870.and adjusted by the National Geodetic Survey in May 1999..
 MJ0870
 MJ0870.The orthometric height was determined by differential leveling
 MJ0870.and adjusted by the National Geodetic Survey in June 1991..
 MJ0870
 MJ0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0870
 MJ0870.The geoid height was determined by GEOID03.
 MJ0870
 MJ0870.The dynamic height is computed by dividing the NAVD 88
 MJ0870.geopotential number by the normal gravity value computed on the
 MJ0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0870.degrees latitude (g = 980.6199 gals.).
 MJ0870
 MJ0870.The modeled gravity was interpolated from observed gravity values.
 MJ0870
 MJ0870;                    North         East     Units Scale Factor Converg.
 MJ0870;SPC IA S     -   115,469.837   304,041.941   MT  0.99995354   -1 32 05.3
 MJ0870;SPC NE       -   139,781.722   850,511.380   MT  0.99969488   +2 45 48.3
 MJ0870;UTM  15      - 4,544,411.946   262,033.722   MT  1.00029702   -1 51 29.3
 MJ0870
 MJ0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0870!SPC IA S     -   0.99995850  x   0.99995354  =   0.99991204
 MJ0870!SPC NE       -   0.99995850  x   0.99969488  =   0.99965339
 MJ0870!UTM  15      -   0.99995850  x   1.00029702  =   1.00025551
 MJ0870
 MJ0870:                Primary Azimuth Mark                     Grid Az
 MJ0870:SPC IA S     -  PACIFIC AZ MK                            055 03 16.4
 MJ0870:SPC NE       -  PACIFIC AZ MK                            050 45 22.8
 MJ0870:UTM  15      -  PACIFIC AZ MK                            055 22 40.4
 MJ0870
 MJ0870|---------------------------------------------------------------------|
 MJ0870| PID    Reference Object                     Distance      Geod. Az  |
 MJ0870|                                                           dddmmss.s |
 MJ0870| MJ0873 PACIFIC AZ MK                                      0533111.1 |
 MJ0870| MJ0871 PACIFIC RM 1                          9.464 METERS 08258     |
 MJ0870| MJ0872 PACIFIC RM 2                          8.933 METERS 26629     |
 MJ0870|---------------------------------------------------------------------|
 MJ0870
 MJ0870                          SUPERSEDED SURVEY CONTROL
 MJ0870
 MJ0870  NAD 83(1996)-  41 00 58.25275(N)    095 49 48.15285(W) AD(       ) 3
 MJ0870  NAD 83(1986)-  41 00 58.26158(N)    095 49 48.15002(W) AD(       ) 3
 MJ0870  NAD 27      -  41 00 58.26400(N)    095 49 47.12200(W) AD(       ) 3
 MJ0870  NGVD 29 (??/??/92)  291.998  (m)          958.00   (f) ADJ UNCH    2 0
 MJ0870
 MJ0870.Superseded values are not recommended for survey control.
 MJ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0870.See file dsdata.txt to determine how the superseded data were derived.
 MJ0870
 MJ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6203444412(NAD 83)
 MJ0870_MARKER: DS = TRIANGULATION STATION DISK
 MJ0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0870_STAMPING: PACIFIC 1947
 MJ0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0870+STABILITY: SURFACE MOTION
 MJ0870
 MJ0870  HISTORY     - Date     Condition        Report By
 MJ0870  HISTORY     - 1947     MONUMENTED       CGS
 MJ0870  HISTORY     - 1948     GOOD             NGS
 MJ0870  HISTORY     - 1974     GOOD             NGS
 MJ0870
 MJ0870                          STATION DESCRIPTION
 MJ0870
 MJ0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ0870'THE STATION IS LOCATED ABOUT 4 MILES EAST OF PLATTSMOUTH, ABOUT
 MJ0870'1 MILE WEST OF PACIFIC JUNCTION, ON THE RIGHT-OF-WAY BETWEEN THE
 MJ0870'RAILROAD TRACKS AND THE OLD U.S. HIGHWAY 34.  IT IS 34.5 FEET
 MJ0870'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 33 FEET SOUTH OF
 MJ0870'THE CENTERLINE OF THE HIGHWAY, 16 FEET WEST OF A TELEPHONE
 MJ0870'POLE, AND 4.5 FEET WEST OF A WITNESS POST.  THE DISK IS STAMPED
 MJ0870'PACIFIC 1947 AND PROJECTS 2 INCHES.
 MJ0870'
 MJ0870'REFERENCE MARK NO. 1 IS 31.05 FEET EAST OF THE STATION, 33.4
 MJ0870'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 32 FEET
 MJ0870'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 15 FEET EAST OF A
 MJ0870'TELEPHONE POLE, STAMPED PACIFIC NO 1 1947 AND PROJECTS 4 INCHES.
 MJ0870'
 MJ0870'REFERENCE MARK NO. 2 IS 29.31 FEET WEST OF THE STATION, 37.7
 MJ0870'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS AND 32
 MJ0870'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  STAMPED PACIFIC NO
 MJ0870'2 1947 AND PROJECTS 4 INCHES.
 MJ0870'
 MJ0870'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTHEAST OF THE
 MJ0870'STATION, 54 FEET NORTHWEST OF A ROAD INTERSECTION, 9 FEET
 MJ0870'SOUTHWEST OF A TELEPHONE POST, 2 FEET WEST OF A WITNESS POST,
 MJ0870'AND 1 FOOT WEST OF A FENCE.  STAMPED PACIFIC 1947 AND PROJECTS
 MJ0870'4 INCHES.
 MJ0870'
 MJ0870'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE OVER THE
 MJ0870'MISSOURI RIVER AT PLATTSMOUTH, GO NORTH AND EAST, UNDER THE
 MJ0870'RAILROAD TRACK, FOR 2.0 MILES TO A CROSS ROAD, CONTINUE STRAIGHT
 MJ0870'AHEAD FOR 0.65 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 MJ0870'
 MJ0870'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND THEN
 MJ0870'NORTH, ON THE MAIN ROAD, FOR 0.7 MILE, TO A ROAD INTERSECTION
 MJ0870'AND THE MARK ON THE LEFT AS DESCRIBED.
 MJ0870'
 MJ0870'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MJ0870
 MJ0870                          STATION RECOVERY (1948)
 MJ0870
 MJ0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0870'1.6 MI SW FROM PACIFIC JUNCTION.
 MJ0870'1 BLOCK WEST AND 1 1/2 BLOCKS NORTH FROM THE PACIFIC JUNCTION
 MJ0870'SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE WEST ALONG A DIRT
 MJ0870'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.35
 MJ0870'MILE WEST ALONG A DIRT ROAD, AT A POINT WHERE THE CHICAGO,
 MJ0870'BURLINGTON AND QUINCY RAILROAD TRACKS MAKE A TURN TO THE
 MJ0870'SOUTHWEST AWAY FROM THE ROAD (1ST CURVE IN THE RAILROAD WEST OF
 MJ0870'PACIFIC JUNCTION), 396.0 FEET WEST OF A 4-FOOT TALL STONE POST
 MJ0870'WHICH IS LOCATED ALONG THE NORTH SIDE OF THE RAILROAD AT THE
 MJ0870'POINT WHERE THE RAILS BEGIN TO CURVE, 34.3 FEET NORTH OF THE
 MJ0870'NORTH RAIL, 31.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4.0
 MJ0870'FEET WEST OF A 4X4 REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MJ0870'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MJ0870
 MJ0870                          STATION RECOVERY (1974)
 MJ0870
 MJ0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MJ0870'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 MJ0870'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK CONCRETE
 MJ0870'MONUMENT HAS A SMALL CHIP OF CONCRETE MISSING, BUT APPEARS TO BE
 MJ0870'LEVEL AND SOLID IN THE GROUND.  THE 1947 DESCRIPTION IS ADEQUATE
 MJ0870'FOR RECOVERY WITH THE EXCEPTION THAT THE TELEPHONE POLE AT THE
 MJ0870'STATION SITE HAS BEEN CUT OFF AND A STUB REMAINS ABOUT 6 INCHES
 MJ0870'ABOVE THE GROUND.
 MJ0870'
 MJ0870'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 MJ0870'
 MJ0870'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 MJ0870'
 MJ0870'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE WEST
 MJ0870'OF PACIFIC JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0873 ***********************************************************************
 MJ0873  DESIGNATION -  PACIFIC AZ MK
 MJ0873  PID         -  MJ0873
 MJ0873  STATE/COUNTY-  IA/MILLS
 MJ0873  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0873
 MJ0873                         *CURRENT SURVEY CONTROL
 MJ0873  ___________________________________________________________________
 MJ0873* NAD 83(1986)-  41 01 12.     (N)    095 49 24.     (W)     SCALED    
 MJ0873* NAVD 88     -       291.318  (meters)     955.77   (feet)  ADJUSTED  
 MJ0873  ___________________________________________________________________
 MJ0873  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 MJ0873  DYNAMIC HT  -         291.198 (meters)     955.37  (feet)  COMP
 MJ0873  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 MJ0873
 MJ0873  VERT ORDER  -  SECOND    CLASS 0
 MJ0873
 MJ0873.The horizontal coordinates were scaled from a topographic map and have
 MJ0873.an estimated accuracy of +/- 6 seconds.
 MJ0873
 MJ0873.The orthometric height was determined by differential leveling
 MJ0873.and adjusted by the National Geodetic Survey in June 1991..
 MJ0873
 MJ0873.The geoid height was determined by GEOID03.
 MJ0873
 MJ0873.The dynamic height is computed by dividing the NAVD 88
 MJ0873.geopotential number by the normal gravity value computed on the
 MJ0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0873.degrees latitude (g = 980.6199 gals.).
 MJ0873
 MJ0873.The modeled gravity was interpolated from observed gravity values.
 MJ0873
 MJ0873;                    North         East    Units  Estimated Accuracy
 MJ0873;SPC IA S     -   115,880.      304,620.      MT  (+/- 180 meters Scaled)
 MJ0873
 MJ0873                          SUPERSEDED SURVEY CONTROL
 MJ0873
 MJ0873  NGVD 29 (??/??/92)  291.226  (m)          955.46   (f) ADJ UNCH    2 0
 MJ0873
 MJ0873.Superseded values are not recommended for survey control.
 MJ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0873.See file dsdata.txt to determine how the superseded data were derived.
 MJ0873
 MJ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF626448(NAD 83)
 MJ0873_MARKER: DZ = AZIMUTH MARK DISK
 MJ0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0873_STAMPING: PACIFIC 1947
 MJ0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0873+STABILITY: SURFACE MOTION
 MJ0873
 MJ0873  HISTORY     - Date     Condition        Report By
 MJ0873  HISTORY     - 1947     MONUMENTED       CGS
 MJ0873  HISTORY     - 1948     GOOD             NGS
 MJ0873
 MJ0873                          STATION DESCRIPTION
 MJ0873
 MJ0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0873'1 MI W FROM PACIFIC JUNCTION.
 MJ0873'1 BLOCK WEST AND 1 1/2 BLOCKS NORTH FROM THE PACIFIC JUNCTION
 MJ0873'SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE WEST ALONG A DIRT
 MJ0873'ROAD, AT A T-JUNCTION OF DIRT ROADS, 0.25 MILE NORTH OF THE
 MJ0873'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS, 58.8 FEET WEST
 MJ0873'OF A LONE 30-INCH COTTONWOOD TREE, 28.9 FEET WEST OF THE CENTER
 MJ0873'LINE OF NORTH-SOUTH DIRT ROAD, 26.8 FEET NORTH OF THE EXTENSION
 MJ0873'TO THE WEST OF THE CENTER LINE OF THE DIRT ROAD LEADING EAST TO
 MJ0873'PACIFIC JUNCTION, 2.0 FEET WEST OF A 4X4 REFERENCE POST, 1.0 FOOT
 MJ0873'WEST OF A RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE POST
 MJ0873'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0871 ***********************************************************************
 MJ0871  DESIGNATION -  PACIFIC RM 1
 MJ0871  PID         -  MJ0871
 MJ0871  STATE/COUNTY-  IA/MILLS
 MJ0871  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0871
 MJ0871                         *CURRENT SURVEY CONTROL
 MJ0871  ___________________________________________________________________
 MJ0871* NAD 83(1986)-  41 00 58.     (N)    095 49 48.     (W)     SCALED    
 MJ0871* NAVD 88     -       292.065  (meters)     958.22   (feet)  ADJUSTED  
 MJ0871  ___________________________________________________________________
 MJ0871  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 MJ0871  DYNAMIC HT  -         291.944 (meters)     957.82  (feet)  COMP
 MJ0871  MODELED GRAV-     980,199.8   (mgal)                       NAVD 88
 MJ0871
 MJ0871  VERT ORDER  -  SECOND    CLASS 0
 MJ0871
 MJ0871.The horizontal coordinates were scaled from a topographic map and have
 MJ0871.an estimated accuracy of +/- 6 seconds.
 MJ0871
 MJ0871.The orthometric height was determined by differential leveling
 MJ0871.and adjusted by the National Geodetic Survey in June 1991..
 MJ0871
 MJ0871.The geoid height was determined by GEOID03.
 MJ0871
 MJ0871.The dynamic height is computed by dividing the NAVD 88
 MJ0871.geopotential number by the normal gravity value computed on the
 MJ0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0871.degrees latitude (g = 980.6199 gals.).
 MJ0871
 MJ0871.The modeled gravity was interpolated from observed gravity values.
 MJ0871
 MJ0871;                    North         East    Units  Estimated Accuracy
 MJ0871;SPC IA S     -   115,460.      304,050.      MT  (+/- 180 meters Scaled)
 MJ0871
 MJ0871                          SUPERSEDED SURVEY CONTROL
 MJ0871
 MJ0871  NGVD 29 (??/??/92)  291.972  (m)          957.91   (f) ADJ UNCH    2 0
 MJ0871
 MJ0871.Superseded values are not recommended for survey control.
 MJ0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0871.See file dsdata.txt to determine how the superseded data were derived.
 MJ0871
 MJ0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF620444(NAD 83)
 MJ0871_MARKER: DR = REFERENCE MARK DISK
 MJ0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0871_STAMPING: PACIFIC NO 1 1947
 MJ0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0871+STABILITY: SURFACE MOTION
 MJ0871
 MJ0871  HISTORY     - Date     Condition        Report By
 MJ0871  HISTORY     - 1947     MONUMENTED       CGS
 MJ0871  HISTORY     - 1948     GOOD             NGS
 MJ0871
 MJ0871                          STATION DESCRIPTION
 MJ0871
 MJ0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0871'1.6 MI SW FROM PACIFIC JUNCTION.
 MJ0871'1 BLOCK WEST AND 1 1/2 BLOCKS NORTH FROM THE PACIFIC JUNCTION
 MJ0871'SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE WEST ALONG A DIRT
 MJ0871'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.35 MILE
 MJ0871'WEST ALONG A DIRT ROAD, AT A POINT WHERE THE CHICAGO, BURLINGTON
 MJ0871'AND QUINCY RAILROAD TRACKS MAKE A TURN TO THE SOUTHWEST AWAY FROM
 MJ0871'THE ROAD (1ST CURVE IN THE RAILROAD WEST OF PACIFIC JUNCTION),
 MJ0871'32.2 FEET NORTH OF THE NORTH RAIL, 31.0 FEET SOUTH OF THE
 MJ0871'CENTER LINE OF THE ROAD, 30.9 FEET EAST OF PACIFIC 1947, SET IN
 MJ0871'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MJ0871'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0872 ***********************************************************************
 MJ0872  DESIGNATION -  PACIFIC RM 2
 MJ0872  PID         -  MJ0872
 MJ0872  STATE/COUNTY-  IA/MILLS
 MJ0872  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0872
 MJ0872                         *CURRENT SURVEY CONTROL
 MJ0872  ___________________________________________________________________
 MJ0872* NAD 83(1986)-  41 00 58.     (N)    095 49 48.     (W)     SCALED    
 MJ0872* NAVD 88     -       292.063  (meters)     958.21   (feet)  ADJUSTED  
 MJ0872  ___________________________________________________________________
 MJ0872  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 MJ0872  DYNAMIC HT  -         291.942 (meters)     957.81  (feet)  COMP
 MJ0872  MODELED GRAV-     980,199.8   (mgal)                       NAVD 88
 MJ0872
 MJ0872  VERT ORDER  -  SECOND    CLASS 0
 MJ0872
 MJ0872.The horizontal coordinates were scaled from a topographic map and have
 MJ0872.an estimated accuracy of +/- 6 seconds.
 MJ0872
 MJ0872.The orthometric height was determined by differential leveling
 MJ0872.and adjusted by the National Geodetic Survey in June 1991..
 MJ0872
 MJ0872.The geoid height was determined by GEOID03.
 MJ0872
 MJ0872.The dynamic height is computed by dividing the NAVD 88
 MJ0872.geopotential number by the normal gravity value computed on the
 MJ0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0872.degrees latitude (g = 980.6199 gals.).
 MJ0872
 MJ0872.The modeled gravity was interpolated from observed gravity values.
 MJ0872
 MJ0872;                    North         East    Units  Estimated Accuracy
 MJ0872;SPC IA S     -   115,460.      304,050.      MT  (+/- 180 meters Scaled)
 MJ0872
 MJ0872                          SUPERSEDED SURVEY CONTROL
 MJ0872
 MJ0872  NGVD 29 (??/??/92)  291.970  (m)          957.90   (f) ADJ UNCH    2 0
 MJ0872
 MJ0872.Superseded values are not recommended for survey control.
 MJ0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0872.See file dsdata.txt to determine how the superseded data were derived.
 MJ0872
 MJ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF620444(NAD 83)
 MJ0872_MARKER: DR = REFERENCE MARK DISK
 MJ0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0872_STAMPING: PACIFIC NO 2 1947
 MJ0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0872+STABILITY: SURFACE MOTION
 MJ0872
 MJ0872  HISTORY     - Date     Condition        Report By
 MJ0872  HISTORY     - 1947     MONUMENTED       CGS
 MJ0872  HISTORY     - 1948     GOOD             NGS
 MJ0872
 MJ0872                          STATION DESCRIPTION
 MJ0872
 MJ0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0872'1.6 MI SW FROM PACIFIC JUNCTION.
 MJ0872'1 BLOCK WEST AND 1 1/2 BLOCKS NORTH FROM THE PACIFIC JUNCTION
 MJ0872'SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE WEST ALONG A DIRT
 MJ0872'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.35 MILE
 MJ0872'WEST ALONG A DIRT ROAD, AT A POINT WHERE THE CHICAGO,
 MJ0872'BURLINGTON AND QUINCY RAILROAD TRACKS MAKE A TURN TO THE
 MJ0872'SOUTHWEST AWAY FROM THE ROAD (1ST CURVE IN THE RAILROAD WEST OF
 MJ0872'PACIFIC JUNCTION), 37.7 FEET NORTH OF THE NORTH RAIL, 29.3 FEET
 MJ0872'WEST OF PACIFIC 1947, 29.0 FEET SOUTH OF THE CENTER LINE OF THE
 MJ0872'ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MJ0872'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0629 ***********************************************************************
 NK0629  DESIGNATION -  PACKARD ET
 NK0629  PID         -  NK0629
 NK0629  STATE/COUNTY-  IA/BUTLER
 NK0629  USGS QUAD   -  NASHUA NW (1971)
 NK0629
 NK0629                         *CURRENT SURVEY CONTROL
 NK0629  ___________________________________________________________________
 NK0629* NAD 83(1996)-  42 53 47.56570(N)    092 43 56.10989(W)     ADJUSTED  
 NK0629* NAVD 88     -       322.5    (meters)    1058.     (feet)  VERTCON   
 NK0629  ___________________________________________________________________
 NK0629  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 NK0629  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 NK0629
 NK0629  HORZ ORDER  -  FIRST
 NK0629
 NK0629.The horizontal coordinates were established by classical geodetic methods
 NK0629.and adjusted by the National Geodetic Survey in May 1999..
 NK0629
 NK0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0629
 NK0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0629
 NK0629.The geoid height was determined by GEOID03.
 NK0629
 NK0629;                    North         East     Units Scale Factor Converg.
 NK0629;SPC IA N     - 1,155,409.563 1,562,703.992   MT  0.99995333   +0 31 13.2
 NK0629;UTM  15      - 4,749,361.280   521,860.221   MT  0.99960588   +0 10 56.1
 NK0629
 NK0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0629!SPC IA N     -   0.99995435  x   0.99995333  =   0.99990768
 NK0629!UTM  15      -   0.99995435  x   0.99960588  =   0.99956025
 NK0629
 NK0629:                Primary Azimuth Mark                     Grid Az
 NK0629:SPC IA N     -  PACKARD HYGRADE PACKING MAST             198 10 56.4
 NK0629:UTM  15      -  PACKARD HYGRADE PACKING MAST             198 31 13.5
 NK0629
 NK0629|---------------------------------------------------------------------|
 NK0629| PID    Reference Object                     Distance      Geod. Az  |
 NK0629|                                                           dddmmss.s |
 NK0629| NK0667 PACKARD HYGRADE PACKING MAST        APPROX. 7.6 KM 1984209.6 |
 NK0629| CI6085 PACKARD RM 1                         23.995 METERS 24318     |
 NK0629| CI6086 PACKARD RM 2                         26.537 METERS 30507     |
 NK0629|---------------------------------------------------------------------|
 NK0629
 NK0629                          SUPERSEDED SURVEY CONTROL
 NK0629
 NK0629  NAD 83(1996)-  42 53 47.56572(N)    092 43 56.10985(W) AD(       ) 1
 NK0629  NAD 83(1986)-  42 53 47.55999(N)    092 43 56.10393(W) AD(       ) 1
 NK0629  NAD 27      -  42 53 47.65912(N)    092 43 55.40268(W) AD(       ) 1
 NK0629  NGVD 29 (07/19/86)  322.5    (m)         1058.     (f) VERT ANG       
 NK0629
 NK0629.Superseded values are not recommended for survey control.
 NK0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0629.See file dsdata.txt to determine how the superseded data were derived.
 NK0629
 NK0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2186049361(NAD 83)
 NK0629_MARKER: DD = SURVEY DISK
 NK0629_SETTING: 80 = SET IN A BOULDER
 NK0629_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NK0629
 NK0629  HISTORY     - Date     Condition        Report By
 NK0629  HISTORY     - 1971     MONUMENTED       USGS
 NK0629
 NK0629                          STATION DESCRIPTION
 NK0629
 NK0629'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (JLC)
 NK0629'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH OF PACKARD,
 NK0629'3 MILES EAST OF GREENE AND ALONG STATE RIGHT-OF-WAY.  IT IS
 NK0629'IN THE SOUTHWEST 1/4 OF SECTION 3, T 93 N, R 16 W.
 NK0629'
 NK0629'TO REACH THE STATION FROM THE POST OFFICE IN GREENE, GO NORTH ON
 NK0629'A PAVED STREET FOR 0.05 MILE TO A CROSS STREET, TURN RIGHT
 NK0629'AND GO EAST ON TRAER STREET FOR 0.1 MILE TO A CROSS STREET, TURN
 NK0629'RIGHT AND GO SOUTHEAST ON SECOND STREET FOR 0.45 MILE TO A
 NK0629'FORK.  TAKE THE LEFT FORK AND GO EAST ON COUNTY ROAD C 13 FOR 3.2
 NK0629'MILES TO A CROSSROAD, TURN LEFT AND GO NORTH ON COUNTY ROAD
 NK0629'T 47 FOR 0.4 MILE TO A FIELD ENTRANCE ROAD AND THE STATION ON
 NK0629'THE RIGHT.
 NK0629'
 NK0629'THE STATION MARK, A U.S. GEOLOGICAL SURVEY DISK STAMPED ET
 NK0629'PACKARD 1969, IS CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 NK0629'IS 28 INCHES BELOW THE GROUND SURFACE.  IT IS 124 FEET
 NK0629'NORTH-NORTHWEST OF A POWERLINE POLE WITH A TRANSFORMER, 39.4
 NK0629'FEET WEST OF A 20-INCH ELM TREE, 22 FEET EAST OF THE CENTER
 NK0629'OF COUNTY ROAD T 47 AND 10 FEET SOUTH OF THE CENTER OF THE FIELD
 NK0629'ENTRANCE ROAD.
 NK0629'
 NK0629'PACKARD R.M. 1 IS A U.S. GEOLOGICAL SURVEY DISK STAMPED PACKARD
 NK0629'NO 1 1969, CRIMPED TO THE TOP OF A 1/2 INCH COPPER ROD WHICH IS
 NK0629'ENCASED IN A 6-INCH TILE PIPE THAT IS FLUSH WITH THE GROUND
 NK0629'SURFACE.  IT IS 47 FEET WEST OF THE CENTER OF COUNTY ROAD T 47,
 NK0629'43 FEET SOUTH OF A TELEPHONE POLE AND 1.7 FEET EAST OF A METAL
 NK0629'WITNESS POST AND WIRE FENCE.
 NK0629'
 NK0629'PACKARD R.M. 2 IS A U.S. GEOLOGICAL SURVEY DISK STAMPED PACKARD
 NK0629'NO 2 1969, CRIMPED TO THE TOP OF A 1/2 INCH COPPER ROD WHICH
 NK0629'IS ENCASED IN A 6-INCH TILE PIPE THAT IS FLUSH WITH THE GROUND
 NK0629'SURFACE.  IT IS 48 FEET WEST OF THE CENTER OF COUNTY ROAD
 NK0629'T 47, 42.4 FEET NORTH OF THE TELEPHONE POLE AND 1.1 FEET EAST
 NK0629'OF THE WIRE FENCE.
 NK0629'
 NK0629'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 NK0629'
 NK0629'HEIGHT OF LIGHT ABOVE STATION MARK 2.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0667 ***********************************************************************
 NK0667  DESIGNATION -  PACKARD HYGRADE PACKING MAST
 NK0667  PID         -  NK0667
 NK0667  STATE/COUNTY-  IA/BUTLER
 NK0667  USGS QUAD   -  ALLISON (1972)
 NK0667
 NK0667                         *CURRENT SURVEY CONTROL
 NK0667  ___________________________________________________________________
 NK0667* NAD 83(1996)-  42 49 52.84402(N)    092 45 44.06500(W)     ADJUSTED  
 NK0667* NAVD 88     -       369.     (meters)    1211.     (feet)  VERTCON   
 NK0667  ___________________________________________________________________
 NK0667  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 NK0667  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 NK0667
 NK0667  HORZ ORDER  -  THIRD
 NK0667
 NK0667.The horizontal coordinates were established by classical geodetic methods
 NK0667.and adjusted by the National Geodetic Survey in May 1999..
 NK0667
 NK0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0667
 NK0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0667
 NK0667.The geoid height was determined by GEOID03.
 NK0667
 NK0667;                    North         East     Units Scale Factor Converg.
 NK0667;SPC IA N     - 1,148,145.259 1,560,318.099   MT  0.99994944   +0 30 00.0
 NK0667;UTM  15      - 4,742,113.695   519,432.327   MT  0.99960465   +0 09 41.9
 NK0667
 NK0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0667!SPC IA N     -   0.99994708  x   0.99994944  =   0.99989652
 NK0667!UTM  15      -   0.99994708  x   0.99960465  =   0.99955175
 NK0667
 NK0667                          SUPERSEDED SURVEY CONTROL
 NK0667
 NK0667  NAD 83(1996)-  42 49 52.84405(N)    092 45 44.06497(W) AD(       ) 4
 NK0667  NAD 83(1986)-  42 49 52.83849(N)    092 45 44.05887(W) AD(       ) 4
 NK0667  NAD 27      -  42 49 52.93105(N)    092 45 43.34846(W) AD(       ) 3
 NK0667  NGVD 29 (07/19/86)  369.     (m)         1211.     (f) VERT ANG       
 NK0667
 NK0667.Superseded values are not recommended for survey control.
 NK0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0667.See file dsdata.txt to determine how the superseded data were derived.
 NK0667
 NK0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1943242114(NAD 83)
 NK0667_MARKER: 42 = RADIO/TV MAST
 NK0667
 NK0667  HISTORY     - Date     Condition        Report By
 NK0667  HISTORY     - 1971     FIRST OBSERVED   NGS
 NK0667
 NK0667                          STATION DESCRIPTION
 NK0667
 NK0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NK0667'PACKARD HYGRADE PACKING COMPANY KFR 320 MAST IS LOCATED ABOUT
 NK0667'6 MILES NORTH-NORTHEAST OF ALLISON, 5 MILES SOUTH-SOUTHEAST OF
 NK0667'GREENE AND 2 MILES SOUTHEAST OF PACKARD.
 NK0667'
 NK0667'TO REACH THE STATION FROM THE POST OFFICE IN GREENE, GO
 NK0667'WEST ON FIRST STREET FOR 0.8 MILE TO A CROSSROAD.  TURN LEFT
 NK0667'AND GO SOUTH ON STATE HIGHWAY 14 FOR 5.0 MILES TO A CROSSROAD.
 NK0667'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 2.5 MILES TO A
 NK0667'CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.1
 NK0667'MILE TO THE STATION ON THE RIGHT.
 NK0667'
 NK0667'THE MAST IS A TRIANGULAR SHAPED STEEL STRUCTURE, PAINTED IN
 NK0667'ALTERNATE SECTIONS OF RED AND WHITE AND HAS A CYLINDRICAL
 NK0667'ANTENNA NEAR THE TOP.
 NK0667'
 NK0667'THE POINT INTERSECTED WAS THE CENTER OF THE RED LIGHT ATOP
 NK0667'THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0511 ***********************************************************************
 MH0511  DESIGNATION -  PACKWOOD
 MH0511  PID         -  MH0511
 MH0511  STATE/COUNTY-  IA/JEFFERSON
 MH0511  USGS QUAD   -  OLLIE (1980)
 MH0511
 MH0511                         *CURRENT SURVEY CONTROL
 MH0511  ___________________________________________________________________
 MH0511* NAD 83(1996)-  41 07 45.24246(N)    092 05 03.59661(W)     ADJUSTED  
 MH0511* NAVD 88     -       256.0    (meters)     840.     (feet)  VERTCON   
 MH0511  ___________________________________________________________________
 MH0511  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 MH0511  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 MH0511
 MH0511  HORZ ORDER  -  FIRST
 MH0511
 MH0511.The horizontal coordinates were established by classical geodetic methods
 MH0511.and adjusted by the National Geodetic Survey in May 1999..
 MH0511
 MH0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0511
 MH0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0511
 MH0511.The geoid height was determined by GEOID03.
 MH0511
 MH0511;                    North         East     Units Scale Factor Converg.
 MH0511;SPC IA S     -   126,366.854   618,863.215   MT  0.99994915   +0 55 57.0
 MH0511;UTM  15      - 4,553,507.411   576,858.882   MT  0.99967270   +0 36 08.3
 MH0511
 MH0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0511!SPC IA S     -   0.99996498  x   0.99994915  =   0.99991413
 MH0511!UTM  15      -   0.99996498  x   0.99967270  =   0.99963769
 MH0511
 MH0511|---------------------------------------------------------------------|
 MH0511| PID    Reference Object                     Distance      Geod. Az  |
 MH0511|                                                           dddmmss.s |
 MH0511| CL9191 PACKWOOD RM 1                        84.393 METERS 06506     |
 MH0511| CL9193 PACKWOOD RM 3                         9.790 METERS 12932     |
 MH0511| CL9195 PACKWOOD AZ MK                                     2284938.8 |
 MH0511| CL9194 PACKWOOD RM 4                        10.645 METERS 23321     |
 MH0511| MH0514 PACKWOOD AZ MK 2                    464.070 METERS 2384228.0 |
 MH0511| CL9192 PACKWOOD RM 2                        56.443 METERS 29348     |
 MH0511|---------------------------------------------------------------------|
 MH0511
 MH0511                          SUPERSEDED SURVEY CONTROL
 MH0511
 MH0511  NAD 83(1986)-  41 07 45.24852(N)    092 05 03.60969(W) AD(       ) 1
 MH0511  NAD 27      -  41 07 45.19010(N)    092 05 02.97220(W) AD(       ) 1
 MH0511  NGVD 29 (07/19/86)  256.0    (m)          840.     (f) VERT ANG       
 MH0511
 MH0511.Superseded values are not recommended for survey control.
 MH0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0511.See file dsdata.txt to determine how the superseded data were derived.
 MH0511
 MH0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF7685953507(NAD 83)
 MH0511_MARKER: DS = TRIANGULATION STATION DISK
 MH0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0511
 MH0511  HISTORY     - Date     Condition        Report By
 MH0511  HISTORY     - 1934     MONUMENTED       CGS
 MH0511  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 MH0511  HISTORY     - 1978     GOOD             NGS
 MH0511
 MH0511                          STATION DESCRIPTION
 MH0511
 MH0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0511'STATION IS LOCATED IN THE VILLAGE OF PACKWOOD, ABOUT 16 MILES
 MH0511'SE OF SIGOURNEY IN NE 1/4 SEC. 14, T 73 N, R 11 W, ON THE
 MH0511'GROUNDS OF THE PACKWOOD CONSOLIDATED SCHOOL.  THE MARK IS
 MH0511'SET ON THE S SIDE OF THE SCHOOLYARD, BACK OF THE SCHOOLHOUSE,
 MH0511'21 FEET N OF THE S FENCE LINE, 176 FEET E OF THE SW CORNER
 MH0511'OF THE SCHOOLYARD, 281 FEET WSW OF THE SW CORNER OF THE
 MH0511'SCHOOL BUILDING.  IT IS FLUSH WITH THE SURFACE.
 MH0511'
 MH0511'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MH0511'BRONZE DISKS SET IN CONCRETE.
 MH0511'
 MH0511'REFERENCE MARK NO. 1, IS NE OF THE STATION, 1 FOOT S OF THE
 MH0511'SW CORNER OF A ONE-STORY PROJECTION AT THE BACK OF THE SCHOOL
 MH0511'BUILDING, 27 FEET NW OF THE SW CORNER OF THE SCHOOL BUILDING.
 MH0511'MARK IS FLUSH WITH THE SURFACE.
 MH0511'
 MH0511'REFERENCE MARK NO. 2, IS WNW OF THE STATION, 5 FEET E OF THE
 MH0511'W FENCE LINE, 98.5 FEET N OF THE SW CORNER OF THE SCHOOLYARD.
 MH0511'PROJECTS 14 INCHES.
 MH0511'
 MH0511'AZIMUTH MARK IS SW OF THE STATION, ABOUT 0.1 MILE W OF CEMETERY,
 MH0511'ON LAND OWNED BY JOHN HEALD, IN SW CORNER OF A CULTIVATED
 MH0511'FIELD, 2 FEET N OF FENCE LINE, 2-1/2 FEET E OF FENCE LINE,
 MH0511'3-1/2 FEET NE OF SW CORNER OF FIELD, 8-1/2 FEET E OF LANE TO
 MH0511'NELSONS HOUSE, 24 FEET E OF CENTER LINE OF ROAD.  THE LAND
 MH0511'IS FARMED BY A MR. NELSON.  IT PROJECTS 10 INCHES.
 MH0511'
 MH0511'TO REACH FROM VILLAGE OF PACKWOOD, GO S 0.1 MILE TO SCHOOL.
 MH0511'
 MH0511'ALL LIGHTS CAME INTO VIEW AT 80 FEET.
 MH0511
 MH0511                          STATION RECOVERY (1977)
 MH0511
 MH0511'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (GLG)
 MH0511'AZIMUTH MARKER RECOVERED GOOD RESET 1938.
 MH0511'
 MH0511'WE WILL NEED THE AZIMUTH MARKER MOVED.  WE WILL BE GRADING THIS ROAD
 MH0511'THIS SUMMER, AND HAVE BROUGHT R/W TO WIDEN THE ROAD.  WE
 MH0511'DISCOVERED THE MARKER TODAY WHEN CLEARING THE LAND.
 MH0511
 MH0511                          STATION RECOVERY (1978)
 MH0511
 MH0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 MH0511'THE STATION MARK WAS FOUND IN APPARENT GOOD CONDITION.  REFERENCE
 MH0511'MARK 1 WAS FOUND LYING ON TOP THE GROUND AT ITS LOCATION.  REFERENCE
 MH0511'MARK 2 WAS SEARCHED FOR BUT COULD NOT BE FOUND.  AZIMUTH MARK RESET
 MH0511'1938 WAS DESTROYED BY ROAD CONSTRUCTION IN AUGUST, 1978 ACCORDING
 MH0511'TO INFORMATION FROM THE JEFFERSON COUNTY ENGINEERS OFFICE.
 MH0511'REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED
 MH0511'AND A POLARIS OBSERVATION TAKEN AS NO OBJECTS WERE GROUND VISIBLE.
 MH0511'THE UNDERGROUND MARK WAS NOT INSPECTED.  A NEW DESCRIPTION FOLLOWS.
 MH0511'
 MH0511'THE STATION IS ABOUT 12 MILES NORTHWEST OF FAIRFIELD, AT THE SMALL
 MH0511'TOWN OF PACKWOOD, IN THE NE 1/4, SECTION 14, T 73 N, R 11 W, AND ON
 MH0511'THE GROUNDS OF THE FORMER PEKIN MIDDLE SCHOOL WHICH IS OWNED BY THE
 MH0511'TOWN OF PACKWOOD.
 MH0511'
 MH0511'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 356 AND
 MH0511'JEFFERSON COUNTY ROAD V63, PACKWOOD ROAD, GO SOUTH ON PACKWOOD ROAD
 MH0511'FOR 0.35 MILE TO THE SOUTH ENTRANCE TO THE OLD SCHOOL, TURN RIGHT
 MH0511'AND GO WEST, LEAVING THE ENTRANCE ROAD AND CROSSING THE SCHOOL YARD
 MH0511'FOR 0.15 MILE TO THE STATION.
 MH0511'
 MH0511'TO REACH THE AZIMUTH MARK FROM THE SCHOOL ENTRANCE, CONTINUE SOUTH
 MH0511'FOR 0.1 MILE TO 136TH AVENUE NORTHWEST ON THE RIGHT, TURN RIGHT AND
 MH0511'GO WEST FOR 0.35 MILE TO THE MARK ON THE LEFT, SOUTH SIDE, OF THE
 MH0511'ROAD.
 MH0511'
 MH0511'STATION MARK IS A STANDARD DISK, STAMPED PACKWOOD 1934, SET IN THE
 MH0511'TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS
 MH0511'281 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL
 MH0511'BUILDING, 36.8 FEET NORTHEAST OF THE WITNESS POST AT RM 4, 33.5
 MH0511'FEET NORTHWEST OF THE WITNESS POST AT RM 3 AND 21 FEET NORTH OF A
 MH0511'FENCE.
 MH0511'
 MH0511'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PACKWOOD 1934 NO 3 1978,
 MH0511'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 1 INCH.  IT IS
 MH0511'33 FEET EAST OF A SMALL TREE, 1.5 FEET WEST-NORTHWEST OF A WITNESS
 MH0511'POST, 1 FOOT NORTH OF THE FENCE AND IS ABOUT THE SAME ELEVATION AS
 MH0511'THE STATION.
 MH0511'
 MH0511'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED PACKWOOD 1934 NO 4 1978,
 MH0511'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 15
 MH0511'FEET WEST OF THE SMALL TREE, 1.5 FEET EAST-NORTHEAST OF A WITNESS
 MH0511'POST AND 1 FOOT NORTH OF THE FENCE, AND IS ABOUT THE SAME ELEVATION
 MH0511'AS THE STATION.
 MH0511'
 MH0511'AZIMUTH MARK IS A STANDARD DISK, STAMPED PACKWOOD 1934 1978, SET IN
 MH0511'THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 45
 MH0511'FEET SOUTH OF THE CENTERLINE OF 136TH AVENUE NORTHWEST, 2 FEET WEST
 MH0511'OF A WITNESS POST, 1.5 FEET EAST OF A TELEPHONE LINE POLE, 1 FOOT
 MH0511'NORTH OF A FENCE AND IS ABOUT 4 FEET HIGHER THAN THE ROAD.
 MH0511'
 MH0511'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PACKWOOD.
 MH0511'
 MH0511'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0843 ***********************************************************************
 ON0843  DESIGNATION -  PAINT CREEK LUTHERAN CH SPIRE
 ON0843  PID         -  ON0843
 ON0843  STATE/COUNTY-  IA/ALLAMAKEE
 ON0843  USGS QUAD   -  CHURCH (1976)
 ON0843
 ON0843                         *CURRENT SURVEY CONTROL
 ON0843  ___________________________________________________________________
 ON0843* NAD 83(1996)-  43 15 51.91362(N)    091 16 13.46312(W)     ADJUSTED  
 ON0843* NAVD 88     -                                                        
 ON0843  ___________________________________________________________________
 ON0843  LAPLACE CORR-          -7.29  (seconds)                    DEFLEC99
 ON0843  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 ON0843
 ON0843  HORZ ORDER  -  THIRD
 ON0843
 ON0843.The horizontal coordinates were established by classical geodetic methods
 ON0843.and adjusted by the National Geodetic Survey in May 1999..
 ON0843
 ON0843
 ON0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0843
 ON0843.The geoid height was determined by GEOID03.
 ON0843
 ON0843;                    North         East     Units Scale Factor Converg.
 ON0843;SPC IA N     - 1,198,379.441 1,681,000.623   MT  0.99999959   +1 30 39.9
 ON0843;SPC WI S     -   141,250.400   496,865.799   MT  0.99993539   -0 52 22.4
 ON0843;SPC WI S     -   463,419.02  1,630,133.88   sFT  0.99993539   -0 52 22.4
 ON0843;UTM  15      - 4,791,631.237   640,371.620   MT  0.99984239   +1 11 08.2
 ON0843
 ON0843                          SUPERSEDED SURVEY CONTROL
 ON0843
 ON0843  NAD 83(1996)-  43 15 51.91361(N)    091 16 13.46308(W) AD(       ) 4
 ON0843  NAD 83(1996)-  43 15 51.90708(N)    091 16 13.46125(W) AD(       ) 4
 ON0843  NAD 83(1986)-  43 15 51.90580(N)    091 16 13.46035(W) AD(       ) 4
 ON0843  NAD 27      -  43 15 51.98300(N)    091 16 12.98300(W) AD(       ) 3
 ON0843
 ON0843.Superseded values are not recommended for survey control.
 ON0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0843.See file dsdata.txt to determine how the superseded data were derived.
 ON0843
 ON0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4037291631(NAD 83)
 ON0843_MARKER: 90 = CHURCH SPIRE
 ON0843
 ON0843  HISTORY     - Date     Condition        Report By
 ON0843  HISTORY     - 1931     FIRST OBSERVED   CGS
 ON0843  HISTORY     - 1961     GOOD             CGS
 ON0843
 ON0843                          STATION DESCRIPTION
 ON0843
 ON0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0843'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0865 ***********************************************************************
 NL0865  DESIGNATION -  PALMER
 NL0865  PID         -  NL0865
 NL0865  STATE/COUNTY-  IA/POCAHONTAS
 NL0865  USGS QUAD   -  PALMER (1979)
 NL0865
 NL0865                         *CURRENT SURVEY CONTROL
 NL0865  ___________________________________________________________________
 NL0865* NAD 83(1996)-  42 38 00.64047(N)    094 35 24.64899(W)     ADJUSTED  
 NL0865* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 NL0865  ___________________________________________________________________
 NL0865  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 NL0865  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 NL0865
 NL0865  HORZ ORDER  -  FIRST
 NL0865
 NL0865.The horizontal coordinates were established by classical geodetic methods
 NL0865.and adjusted by the National Geodetic Survey in May 1999..
 NL0865
 NL0865.The orthometric height was scaled from a topographic map.
 NL0865
 NL0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0865
 NL0865.The geoid height was determined by GEOID03.
 NL0865
 NL0865;                    North         East     Units Scale Factor Converg.
 NL0865;SPC IA N     - 1,126,482.842 1,410,586.495   MT  0.99994554   -0 44 19.9
 NL0865;UTM  15      - 4,721,343.768   369,617.952   MT  0.99980915   -1 04 37.9
 NL0865
 NL0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0865!SPC IA N     -   0.99994432  x   0.99994554  =   0.99988986
 NL0865!UTM  15      -   0.99994432  x   0.99980915  =   0.99975348
 NL0865
 NL0865:                Primary Azimuth Mark                     Grid Az
 NL0865:SPC IA N     -  GILMORE CITY MUNICIPAL TANK              048 56 38.7
 NL0865:UTM  15      -  GILMORE CITY MUNICIPAL TANK              049 16 56.7
 NL0865
 NL0865|---------------------------------------------------------------------|
 NL0865| PID    Reference Object                     Distance      Geod. Az  |
 NL0865|                                                           dddmmss.s |
 NL0865| NL0743 GILMORE CITY MUNICIPAL TANK         APPROX.16.1 KM 0481218.8 |
 NL0865| CI6088 PALMER RM 1                          51.350 METERS 11827     |
 NL0865| CI6087 PALMER AZ MK                                       1522951.9 |
 NL0865| CI6089 PALMER RM 2                          52.834 METERS 21157     |
 NL0865| NL0874 POMEROY PUBLIC SCHOOL BELFRY        APPROX.12.3 KM 2180118.0 |
 NL0865| NL0876 POMEROY ST MARYS CATH CH SPIRE      APPROX.12.0 KM 2182356.9 |
 NL0865| NL0873 POMEROY IMM LUTH CH SPIRE           APPROX.12.4 KM 2203247.1 |
 NL0865| NL0868 PALMER MUNICIPAL TANK               APPROX. 0.8 KM 2492229.5 |
 NL0865| NL0879 POCAHONTAS SAC HEART CATH CH        APPROX.12.9 KM 3283853.5 |
 NL0865| NL0878 POCAHONTAS MUNICIPAL TANK           APPROX.12.9 KM 3294505.0 |
 NL0865|---------------------------------------------------------------------|
 NL0865
 NL0865                          SUPERSEDED SURVEY CONTROL
 NL0865
 NL0865  NAD 83(1996)-  42 38 00.64031(N)    094 35 24.64895(W) AD(       ) 1
 NL0865  NAD 83(1986)-  42 38 00.63286(N)    094 35 24.64489(W) AD(       ) 1
 NL0865  NAD 27      -  42 38 00.71900(N)    094 35 23.72000(W) AD(       ) 1
 NL0865
 NL0865.Superseded values are not recommended for survey control.
 NL0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0865.See file dsdata.txt to determine how the superseded data were derived.
 NL0865
 NL0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6961821344(NAD 83)
 NL0865_MARKER: DS = TRIANGULATION STATION DISK
 NL0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0865
 NL0865  HISTORY     - Date     Condition        Report By
 NL0865  HISTORY     - 1934     MONUMENTED       CGS
 NL0865
 NL0865                          STATION DESCRIPTION
 NL0865
 NL0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0865'THE STATION IS ABOUT 1/2 MILE E OF THE VILLAGE OF PALMER, IN
 NL0865'THE SW 1/4 OF SECTION 2, T 90 N, R 32 W, ON LAND OWNED BY C.R.
 NL0865'PETERSON.  IT IS ABOUT 200 YARDS N OF THE E-W ROAD, IN THE
 NL0865'SW CORNER OF A SMALL WOOD LOT, 72-1/2 FEET NE OF WELL, 6 FEET
 NL0865'E OF A TEMPORARY FENCE, 52 FEET E OF A PERMANENT FENCE, WHICH
 NL0865'IS THE EASTERN BOUNDARY OF BARN LOT, 101 FEET S OF FENCE LINE,
 NL0865'WHICH IS THE SOUTHERN BOUNDARY OF A PASTURE, 31 FEET S OF A
 NL0865'24-INCH COTTONWOOD TREE, 149 FEET W OF FENCE LINE WHICH
 NL0865'DIVIDES WOOD LOT AND HAY MEADOW.  MARK IS FLUSH WITH TOP OF
 NL0865'GROUND.
 NL0865'
 NL0865'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0865'BRONZE DISKS SET IN CONCRETE.
 NL0865'
 NL0865'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 28-1/2 FEET N
 NL0865'OF FENCE CORNER AND GATE, 52 FEET S OF A 24-INCH TWIN COTTONWOOD
 NL0865'TREE, WHICH IS THE MOST SOUTHERLY OF A ROW THAT BORDERS THE
 NL0865'E SIDE OF WOOD LOT.  IT IS 1 FOOT W OF FENCE LINE AND PROJECTS
 NL0865'4 INCHES.
 NL0865'
 NL0865'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 111-1/2 FEET S
 NL0865'OF WELL, 36-1/2 FEET W OF A 24-INCH COTTONWOOD TREE, WHICH
 NL0865'IS THE MOST NORTHERLY OF A ROW OF SIX.  IT IS 1 FOOT W OF
 NL0865'THE FENCE LINE, WHICH DIVIDES A SMALL PASTURE LOT ON E AND
 NL0865'YARD IN THE REAR OF DWELLING, MARK PROJECTS 4 INCHES.
 NL0865'
 NL0865'AZIMUTH MARK IS SSE OF THE STATION, 30 FEET E OF THE CENTER
 NL0865'LINE OF DIRT ROAD, 6 INCHES W OF FENCE LINE, 0.1 MILE N OF A
 NL0865'T-INTERSECTION AND 0.9 MILE S OF ROAD INTERSECTION WHICH IS
 NL0865'0.6 MILE E OF LANE TO PETERSONS DWELLING.  MARK PROJECTS 6
 NL0865'INCHES.
 NL0865'
 NL0865'REACHED FROM POCAHONTAS BY STATE HIGHWAY 17, S 7 MILES TO GRAVELED
 NL0865'CROSSROADS.  THENCE E 4 MILES TO GRAVELED CROSSROADS AT THE
 NL0865'NE EDGE OF PALMER, CONTINUE E FROM CROSSROADS, 0.35 MILE TO
 NL0865'LANE N.  THENCE N AND NE ABOUT 225 YARDS TO THE STATION.
 NL0865'
 NL0865'ALL LIGHTS COME INTO VIEW AT 65 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0868 ***********************************************************************
 NL0868  DESIGNATION -  PALMER MUNICIPAL TANK
 NL0868  PID         -  NL0868
 NL0868  STATE/COUNTY-  IA/POCAHONTAS
 NL0868  USGS QUAD   -  PALMER (1979)
 NL0868
 NL0868                         *CURRENT SURVEY CONTROL
 NL0868  ___________________________________________________________________
 NL0868* NAD 83(1996)-  42 37 51.21335(N)    094 35 58.56396(W)     ADJUSTED  
 NL0868* NAVD 88     -                                                        
 NL0868  ___________________________________________________________________
 NL0868  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 NL0868  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 NL0868
 NL0868  HORZ ORDER  -  THIRD
 NL0868
 NL0868.The horizontal coordinates were established by classical geodetic methods
 NL0868.and adjusted by the National Geodetic Survey in May 1999..
 NL0868
 NL0868
 NL0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0868
 NL0868.The geoid height was determined by GEOID03.
 NL0868
 NL0868;                    North         East     Units Scale Factor Converg.
 NL0868;SPC IA N     - 1,126,201.996 1,409,810.086   MT  0.99994557   -0 44 42.9
 NL0868;UTM  15      - 4,721,067.549   368,840.003   MT  0.99981165   -1 05 00.7
 NL0868
 NL0868                          SUPERSEDED SURVEY CONTROL
 NL0868
 NL0868  NAD 83(1996)-  42 37 51.21320(N)    094 35 58.56387(W) AD(       ) 4
 NL0868  NAD 83(1986)-  42 37 51.20579(N)    094 35 58.55995(W) AD(       ) 4
 NL0868  NAD 27      -  42 37 51.29300(N)    094 35 57.63100(W) AD(       ) 3
 NL0868
 NL0868.Superseded values are not recommended for survey control.
 NL0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0868.See file dsdata.txt to determine how the superseded data were derived.
 NL0868
 NL0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6884021068(NAD 83)
 NL0868_MARKER: 53 = ELEVATED TANK
 NL0868
 NL0868  HISTORY     - Date     Condition        Report By
 NL0868  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0868
 NL0868                          STATION DESCRIPTION
 NL0868
 NL0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0868'THIS STATION IS THE CENTER OF THE MUNICIPAL WATER TANK OF PALMER.
 NL0868'THE TANK IS WITHIN THE BUSINESS DISTRICT OF PALMER, ON THE N SIDE
 NL0868'OF THE MAIN THOROUGHFARE AND IN THE REAR OF THE BUILDING WHICH
 NL0868'HOUSES THE MUNICIPAL FIRE DEPARTMENT.
 NL0868'
 NL0868'IT WAS ERECTED ABOUT 1916, IS PAINTED BLACK AND HAS PALMER
 NL0868'LETTERED IN WHITE ON THE WESTERN SIDE.  IT IS ABOUT 120 FEET
 NL0868'HIGH, HAS A CONICAL TOP WHICH IS PAINTED WHITE, AT THE APEX IS A
 NL0868'SMALL BALL AND ABOVE THAT A LIGHT.  THE SIDES ARE VERTICAL WITH
 NL0868'AN OVAL BOTTOM.  THERE IS A SMALL CAT-WALK ENCIRCLING THE TANK.
 NL0868'IT IS SUPPORTED BY FOUR STEEL LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0654 ***********************************************************************
 MH0654  DESIGNATION -  PALMYRA
 MH0654  PID         -  MH0654
 MH0654  STATE/COUNTY-  IA/WARREN
 MH0654  USGS QUAD   -  HARTFORD (1965)
 MH0654
 MH0654                         *CURRENT SURVEY CONTROL
 MH0654  ___________________________________________________________________
 MH0654* NAD 83(1996)-  41 25 43.90621(N)    093 26 37.05358(W)     ADJUSTED  
 MH0654* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 MH0654  ___________________________________________________________________
 MH0654  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 MH0654  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MH0654
 MH0654  HORZ ORDER  -  FIRST
 MH0654
 MH0654.The horizontal coordinates were established by classical geodetic methods
 MH0654.and adjusted by the National Geodetic Survey in May 1999..
 MH0654
 MH0654.The orthometric height was scaled from a topographic map.
 MH0654
 MH0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0654
 MH0654.The geoid height was determined by GEOID03.
 MH0654
 MH0654;                    North         East     Units Scale Factor Converg.
 MH0654;SPC IA S     -   158,676.016   504,711.954   MT  0.99995627   +0 02 13.7
 MH0654;UTM  15      - 4,586,461.636   462,933.209   MT  0.99961691   -0 17 36.8
 MH0654
 MH0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0654!SPC IA S     -   0.99995993  x   0.99995627  =   0.99991620
 MH0654!UTM  15      -   0.99995993  x   0.99961691  =   0.99957685
 MH0654
 MH0654|---------------------------------------------------------------------|
 MH0654| PID    Reference Object                     Distance      Geod. Az  |
 MH0654|                                                           dddmmss.s |
 MH0654| CL9208 PALMYRA RM 1                         64.380 METERS 04503     |
 MH0654| MH0651 PLEASANTVILLE WATER TOWER           APPROX.15.4 KM 1074821.0 |
 MH0654| MH0653 HELLER RESET                        APPROX.15.5 KM 1560354.1 |
 MH0654| MH0655 INDIANOLA STANDPIPE                 APPROX.12.2 KM 2321842.5 |
 MH0654| CL9209 PALMYRA RM 2                        170.350 METERS 26925     |
 MH0654| MH0676 DES MOINES CAPITOL BLDG DOME        APPROX.22.4 KM 3232918.8 |
 MH0654| MH0625 CARLISLE CITY WATER TOWER           APPROX. 9.1 KM 3323145.0 |
 MH0654|---------------------------------------------------------------------|
 MH0654
 MH0654                          SUPERSEDED SURVEY CONTROL
 MH0654
 MH0654  NAD 83(1986)-  41 25 43.91173(N)    093 26 37.06117(W) AD(       ) 1
 MH0654  NAD 27      -  41 25 43.94400(N)    093 26 36.29810(W) AD(       ) 1
 MH0654
 MH0654.Superseded values are not recommended for survey control.
 MH0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0654.See file dsdata.txt to determine how the superseded data were derived.
 MH0654
 MH0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF6293386462(NAD 83)
 MH0654_MARKER: DS = TRIANGULATION STATION DISK
 MH0654_SETTING: 0 = UNSPECIFIED SETTING
 MH0654
 MH0654  HISTORY     - Date     Condition        Report By
 MH0654  HISTORY     - 1928     MONUMENTED       CGS
 MH0654  HISTORY     - 1934     GOOD             IOWAGS
 MH0654  HISTORY     - 1958     GOOD             CGS
 MH0654  HISTORY     - 1963     GOOD             CGS
 MH0654  HISTORY     - 1979     MARK NOT FOUND   NGS
 MH0654  HISTORY     - 19920805 MARK NOT FOUND   USGS
 MH0654
 MH0654                          STATION DESCRIPTION
 MH0654
 MH0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 MH0654'ABOUT 3/4 MILE SOUTHWEST OF THE VILLAGE OF PALMYRA, ON THE
 MH0654'NORTH SIDE OF THE PALMYRA-INDIANOLA ROAD, IN SEC. 36, T. 77
 MH0654'N., R. 23 W., IN CULTIVATED FIELD ON THE JEFF NICHOLS FARM.
 MH0654'
 MH0654'STATION IS 67.5 METERS WEST OF CENTER LINE OF SECTION-LINE
 MH0654'ROAD, 11.7 METERS NORTH OF CENTER LINE OF PALMYRA-INDIANOLA
 MH0654'ROAD, AND 4.0 METERS NORTH OF FENCE LINE AT NORTH SIDE OF
 MH0654'ROAD.
 MH0654'
 MH0654'SURFACE MARK IS A STANDARD DISK SET IN CONCRETE ABOUT 20
 MH0654'INCHES BELOW SURFACE OF GROUND.  UNDERGROUND MARK IS STANDARD
 MH0654'DISK IN CONCRETE 5 FEET BELOW SURFACE.
 MH0654'
 MH0654'REFERENCE MARK NO. 1 IS ON THE NORTH SIDE OF THE
 MH0654'PALMYRA-INDIANOLA ROAD, ABOUT 75 METERS WEST OF THE PALMYRA
 MH0654'STORE, 7.85 METERS NORTH OF THE CENTER OF THE ROAD, AND 10.9
 MH0654'METERS SOUTHWEST OF A LONE PINE TREE.
 MH0654'
 MH0654'REFERENCE MARK NO. 2 IS 170.35 METERS WEST OF
 MH0654'STATION AT NORTH SIDE OF PALMYRA-INDIANOLA ROAD, 7.8 METERS
 MH0654'NORTH OF CENTER LINE AND 0.65 METER NORTH OF FENCE LINE
 MH0654'OF ROAD.
 MH0654'
 MH0654'HEIGHT OF SIGNAL ABOVE STATION MARK - 30.7 METERS.
 MH0654
 MH0654                          STATION RECOVERY (1934)
 MH0654
 MH0654'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MH0654'STATION WAS FOUND AS DESCRIBED WITH BOTH REFERENCE MARKS AND
 MH0654'THE STATION ITSELF IN GOOD CONDITION.  A U.S. COAST AND
 MH0654'GEODETIC SURVEY AND STATE SURVEY TRAVERSE STATION WAS ESTABLISHED
 MH0654'1276 FEET NORTH-NORTHEAST OF THE PALMYRA TRIANGULATION STATION.
 MH0654'THE STATION IS A BRASS TABLET SET IN CONCRETE FLUSH WITH THE
 MH0654'GROUND.  IT IS ABOUT 1/4 MILE WEST OF THE PALMYRA STORE ON
 MH0654'THE WEST SIDE OF THE PALMYRA-INDIANOLA ROAD, 24 FEET FROM
 MH0654'THE CENTER LINE AND 12 FEET SOUTH FROM THE CENTER LINE OF
 MH0654'THE ROAD RUNNING EAST INTO PALMYRA.
 MH0654
 MH0654                          STATION RECOVERY (1958)
 MH0654
 MH0654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 MH0654'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 MH0654'TO BE IN GOOD CONDITION.  A ROUGH DISTANCE CHECK WAS MADE FROM
 MH0654'REFERENCE MARK 2 TO THE STATION TO ENABLE THE RECOVERY OF
 MH0654'THE STATION MARK, WHICH WAS EASILY FOUND.  REFERENCE MARK 1
 MH0654'WAS DESTROYED DURING ROAD IMPROVEMENTS.  THE DISK WAS REMOVED
 MH0654'FROM THE POST AND BROUGHT IN.  AN INSTRUMENT SET UP WAS
 MH0654'NOT MADE SO THE DIRECTION TO REFERENCE MARK 2 WAS NOT VERIFIED.
 MH0654'THE OLD ROUTE TO THE STATION IS NOW OBSOLETE AND A NEW ONE
 MH0654'FOLLOWS.
 MH0654'
 MH0654'TO REACH THE STATION FROM THE STORE IN PALMYRA GO WEST ON
 MH0654'THE GRAVELED ROAD FOR 0.3 MILE TO A T INTERSECTION.  TURN
 MH0654'LEFT AND GO SOUTH FOR 0.2 MILE TO WHERE THE ROAD TURNS RIGHT.
 MH0654'TURN RIGHT AND GO 0.05 MILE TO THE STATION ON THE RIGHT,
 MH0654'NORTH, SIDE OF THE ROAD.
 MH0654
 MH0654                          STATION RECOVERY (1963)
 MH0654
 MH0654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 MH0654'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 MH0654'NO. 1 COULD NOT BE FOUND AND WAS PROBABLY DESTROYED BY DITCH
 MH0654'GRADING.  REFERENCE MARK NO. 2 WAS NOT LOOKED FOR.  THE
 MH0654'LAND ON WHICH THE STATION IS LOCATED IS NOW OWNED BY MR.
 MH0654'CHARLES CRAIG.
 MH0654'
 MH0654'A TO REACH DESCRIPTION FOLLOWS--TO REACH FROM THE T-ROAD
 MH0654'INTERSECTION IN PALMYRA GO WESTERLY FOR 0.35 MILE TO T-ROAD,
 MH0654'TURN LEFT (SOUTH) AND GO 0.25 MILE TO CURVE IN ROAD, TURN RIGHT
 MH0654'(WEST) TO STATION IN FIELD ON RIGHT AS DESCRIBED.
 MH0654
 MH0654                          STATION RECOVERY (1979)
 MH0654
 MH0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MH0654'THE STATION SIGHT WAS VISITED BUT THE FIELD WAS STILL IN CROPS AND THE
 MH0654'PROPERTY OWNER, MR. CHARLES CRAIG, COULD NOT BE LOCATED.  REFERENCE
 MH0654'MARK 2 WAS SEARCHED FOR BUT NOT FOUND.  THE STATE SURVEY TRAVERSE
 MH0654'STATION THAT WAS ESTABLISHED IN 1934 WAS ALSO SEARCHED FOR BUT NOT
 MH0654'FOUND.  IN ALL PROBABILITY THE STATION STILL EXISTS AND THE SITE WILL
 MH0654'BE RE-VISITED IN THE FUTURE IN ORDER TO ESTABLISH NEW REFERENCE MARKS
 MH0654'AND AN AZIMUTH MARK.
 MH0654
 MH0654                          STATION RECOVERY (1992)
 MH0654
 MH0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (JEB)
 MH0654'THE FIELD HAS BEEN PLOWED, THE ROAD AND DITCH HAVE BEEN WIDENED.  THE
 MH0654'MARK AND REFERENCE MARKS HAVE POSSIBLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1040 ***********************************************************************
 OP1040  DESIGNATION -  PALO RESET
 OP1040  PID         -  OP1040
 OP1040  STATE/COUNTY-  IA/PALO ALTO
 OP1040  USGS QUAD   -  GRAETTINGER EAST (1980)
 OP1040
 OP1040                         *CURRENT SURVEY CONTROL
 OP1040  ___________________________________________________________________
 OP1040* NAD 83(1996)-  43 13 26.54656(N)    094 38 21.39485(W)     ADJUSTED  
 OP1040* NAVD 88     -       400.8    (meters)    1315.     (feet)  VERTCON   
 OP1040  ___________________________________________________________________
 OP1040  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 OP1040  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 OP1040
 OP1040  HORZ ORDER  -  FIRST
 OP1040
 OP1040.The horizontal coordinates were established by classical geodetic methods
 OP1040.and adjusted by the National Geodetic Survey in May 1999..
 OP1040
 OP1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1040
 OP1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1040
 OP1040.The geoid height was determined by GEOID03.
 OP1040
 OP1040;                    North         East     Units Scale Factor Converg.
 OP1040;SPC IA N     - 1,192,130.084 1,407,444.036   MT  0.99999249   -0 46 19.7
 OP1040;UTM  15      - 4,786,999.089   366,870.614   MT  0.99981802   -1 07 22.2
 OP1040
 OP1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1040!SPC IA N     -   0.99994163  x   0.99999249  =   0.99993412
 OP1040!UTM  15      -   0.99994163  x   0.99981802  =   0.99975966
 OP1040
 OP1040:                Primary Azimuth Mark                     Grid Az
 OP1040:SPC IA N     -  ARMSTRONG BLACK WATER TANK               034 27 28.2
 OP1040:UTM  15      -  ARMSTRONG BLACK WATER TANK               034 48 30.7
 OP1040
 OP1040|---------------------------------------------------------------------|
 OP1040| PID    Reference Object                     Distance      Geod. Az  |
 OP1040|                                                           dddmmss.s |
 OP1040| OP1024 ARMSTRONG BLACK WATER TANK          APPROX.23.1 KM 0334108.5 |
 OP1040| OP1025 RINGSTED MUNICIPAL TANK             APPROX.13.2 KM 0523702.9 |
 OP1040| OP1026 RINGSTED ST PAUL LUTH CH SPIRE      APPROX.13.0 KM 0530231.9 |
 OP1040| OP1020 FENTON MUN TANK                     APPROX.17.3 KM 0921931.8 |
 OP1040| CI6094 PALO RM 3                            23.436 METERS 09951     |
 OP1040| CI6090 PALO AZ MK                                         1220042.2 |
 OP1040| NL0748 WEST BEND MUNICIPAL TANK            APPROX.33.2 KM 1513431.0 |
 OP1040| CI6091 PALO AZ MK 2                                       1824141.5 |
 OP1040| CI6092 PALO RM 1                            30.288 METERS 19118     |
 OP1040| OP1037 EMMETSBURG BLESSED VIR MARY CH      APPROX.13.9 KM 1934856.4 |
 OP1040| OP1035 EMMETSBURG PALO ALTO CTHSE TWR      APPROX.13.0 KM 1935554.5 |
 OP1040| OP1036 EMMETSBURG ST THOMAS CATH CH        APPROX.13.0 KM 1945743.5 |
 OP1040| OP1038 EMMETSBURG MUNICIPAL TANK           APPROX.13.2 KM 1970608.9 |
 OP1040| CI6095 PALO RM 4                            20.612 METERS 19828     |
 OP1040| OP1045 AYRSHIRE MUNICIPAL TANK             APPROX.25.9 KM 2172254.4 |
 OP1040| OP1043 GRAETTINGER MUNICIPAL TANK          APPROX. 9.4 KM 2791209.4 |
 OP1040| OP1042 GRAETTINGER DANISH LUTH CH          APPROX. 9.7 KM 2793922.8 |
 OP1040| OP1048 ESTHERVILLE MUNICIPAL TANK          APPROX.26.2 KM 3234124.0 |
 OP1040| CI6093 PALO RM 2                            32.086 METERS 34805     |
 OP1040|---------------------------------------------------------------------|
 OP1040
 OP1040                          SUPERSEDED SURVEY CONTROL
 OP1040
 OP1040  NAD 83(1996)-  43 13 26.54655(N)    094 38 21.39484(W) AD(       ) 1
 OP1040  NAD 83(1986)-  43 13 26.54055(N)    094 38 21.38528(W) AD(       ) 1
 OP1040  NAD 27      -  43 13 26.67900(N)    094 38 20.44500(W) AD(       ) 1
 OP1040  NGVD 29 (07/19/86)  400.7    (m)         1315.     (f) VERT ANG       
 OP1040
 OP1040.Superseded values are not recommended for survey control.
 OP1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1040.See file dsdata.txt to determine how the superseded data were derived.
 OP1040
 OP1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6687186999(NAD 83)
 OP1040_MARKER: DS = TRIANGULATION STATION DISK
 OP1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1040
 OP1040  HISTORY     - Date     Condition        Report By
 OP1040  HISTORY     - 1934     MONUMENTED       CGS
 OP1040  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OP1040
 OP1040                          STATION DESCRIPTION
 OP1040
 OP1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1040'THIS STATION IS ABOUT 8 MILES NNE OF EMMETSBURG, ABOUT 6 MILES
 OP1040'ESE OF GRAETTINGER IN THE NW 1/4 SECTION 16, T 97 N, R 32 W,
 OP1040'ABOUT 1.1 MILES WNW OF VERNON SCHOOL NO. 5, ON LAND BELONGING
 OP1040'TO THE ESTATE OF A MRS. JACKSON, AND OCCUPIED BY WILL SLONIKER,
 OP1040'NEAR THE NW CORNER OF A SMALL LOT IN WHICH ARE A CORN-CRIB
 OP1040'AND A WINDMILL, ON THE EW FENCE THAT SEPARATES THE LOT ON THE
 OP1040'S FROM THE PASTURE ON THE N, 21 FEET E OF THE RIGHT-OF-WAY
 OP1040'FENCE, 28 FEET W OF NW CORNER OF THE CORN-CRIB, 132 FEET WNW OF
 OP1040'NW LEG OF THE WINDMILL, 55 FEET E OF CENTER LINE OF THE ROAD,
 OP1040'AND THE MARK PROJECTS 5 INCHES.
 OP1040'
 OP1040'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 OP1040'STANDARD BRONZE DISKS SET IN CONCRETE.
 OP1040'
 OP1040'REFERENCE MARK NO. 1, IS S BY W OF STATION, AT SW CORNER OF THE
 OP1040'LOT, 1 FOOT E OF THE RIGHT-OF-WAY FENCE, 12 FEET S OF THE S
 OP1040'GATE POST, 35 FEET E OF CENTER LINE OF THE ROAD, AND MARK
 OP1040'PROJECTS 2 INCHES.
 OP1040'
 OP1040'REFERENCE MARK NO. 2 IS N BY W OF STATION, ON RIGHT-OF-WAY
 OP1040'FENCE LINE, 14 FEET S OF A TELEPHONE POLE, 34 FEET E OF CENTER
 OP1040'LINE OF THE ROAD, 200.44 FEET N OF REFERENCE MARK NO. 1.  IT
 OP1040'PROJECTS 4 INCHES.
 OP1040'
 OP1040'AZIMUTH MARK IS ESE OF STATION, IN FENCE LINE ON S SIDE OF THE
 OP1040'VERNON SCHOOL NO. 5 GROUNDS, 100 FEET SSW OF SW CORNER OF THE
 OP1040'SCHOOLHOUSE, 100 FEET E OF CENTER LINE OF THE ROAD, AND MARK
 OP1040'PROJECTS 5 INCHES.
 OP1040'
 OP1040'TO REACH FROM SHELL GAS STATION, ON U.S. HIGHWAY 18, IN
 OP1040'EMMETSBURG, GO N 0.25 MILE.  THEN W 0.05 MILE.  THEN N ON
 OP1040'STREET THAT LEADS OUT TO COUNTY ROUTE A.  CONTINUE N ON ROUTE
 OP1040'A, 6.8 MILES TO A CROSS ROAD, THEN E 1.95 MILES TO A CROSSROADS.
 OP1040'THEN N 0.8 MILE TO THE CORN-CRIB AND WINDMILL AND STATION ON THE
 OP1040'E.
 OP1040'
 OP1040'ALL LIGHTS COME INTO VIEW AT 30 FEET.
 OP1040'
 OP1040'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 OP1040
 OP1040                          STATION RECOVERY (1971)
 OP1040
 OP1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1040'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND TO
 OP1040'BE IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 HAVE BEEN
 OP1040'DESTROYED AND THE MONUMENTS WERE FOUND LAYING IN THE DITCH LINE.
 OP1040'AT THE REQUEST OF THE PROPERTY OWNER, THE UNDERGROUND POINT
 OP1040'WAS HELD AND THE SURFACE MARK WAS LOWERED 1 FOOT.  NO DIRECTION
 OP1040'WAS TAKEN TO THE AZIMUTH MARK BECAUSE IT IS BLOCKED BY A CORN
 OP1040'CRIB.  REFERENCE MARKS 3 AND 4 AND AZIMUTH MARK 2 WERE
 OP1040'ESTABLISHED AT THIS TIME.  FOLLOWING IS A NEW AND COMPLETE
 OP1040'DESCRIPTION.
 OP1040'
 OP1040'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF EMMETSBURG,
 OP1040'6 MILES EAST OF GRAETTINGER IN THE NW 1/4 OF SEC. 16, T. 97 N.,
 OP1040'R. 32 W. AND ON PROPERTY OWNED BY STALOUP AGRICULTURAL SERVICE
 OP1040'INC., 111 WEST 6TH STREET, STORM LAKE, IOWA, WHOSE TELEPHONE
 OP1040'NUMBER IS 732-4811.  THE PROPERTY IS UNDER LEASE TO MR. LARRY
 OP1040'NOCK WHO LIVES 2 MILES SOUTH AND 3 MILES WEST OF THE STATION
 OP1040'SITE.
 OP1040'
 OP1040'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 OP1040'STATE HIGHWAY 4 IN EMMETSBURG, GO WEST ON U.S. HIGHWAY 18 AND
 OP1040'STATE HIGHWAY 4 FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT AND
 OP1040'GO NORTH ON LAWLER STREET (COUNTY ROAD N 40) FOR 7 MILES TO A
 OP1040'CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 2 MILES
 OP1040'TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD
 OP1040'FOR 0.5 MILE TO A FIELD ENTRANCE AND THE AZIMUTH MARK 2 ON
 OP1040'THE LEFT.  CONTINUE AHEAD AND GO NORTH ON THE GRAVELED ROAD
 OP1040'FOR 0.3 MILE TO A FIELD ENTRANCE AND THE STATION ON THE RIGHT.
 OP1040'
 OP1040'THE SURFACE STATION MARK, A STANDARD DISK STAMPED PALO 1934 1971,
 OP1040'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS
 OP1040'14 INCHES BELOW THE GROUND SURFACE.  IT IS 78 FEET WEST OF THE
 OP1040'NORTHWEST CORNER OF A CORN CRIB, 74 FEET NORTH OF THE CENTER
 OP1040'OF A FIELD ENTRANCE AND 54 FEET EAST OF THE CENTER OF A GRAVELED
 OP1040'ROAD.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED PALO
 OP1040'1934.  IT IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 OP1040'42 INCHES BELOW THE GROUND SURFACE.
 OP1040'
 OP1040'REFERENCE MARK 3, A STANDARD DISK STAMPED PALO 1934 NO 3 1971,
 OP1040'IS SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT
 OP1040'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 12 FEET
 OP1040'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A CORN CRIB AND 2 FEET
 OP1040'WEST OF THE SOUTHWEST CORNER OF THE CORN CRIB.
 OP1040'
 OP1040'REFERENCE MARK 4, A STANDARD DISK STAMPED PALO 1934 NO 4 1971,
 OP1040'IS SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT
 OP1040'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 34 FEET EAST OF
 OP1040'THE CENTER OF THE GRAVELED ROAD AND 13 FEET NORTH OF THE CENTER
 OP1040'OF THE FIELD ENTRANCE.
 OP1040'
 OP1040'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED PALO
 OP1040'1934 AZIMUTH, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 OP1040'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 100 FEET
 OP1040'EAST OF THE CENTER OF A GRAVELED ROAD, 54.5 FEET SOUTH OF THE
 OP1040'SOUTHEAST CORNER OF AN OLD SCHOOL BUILDING AND 25.8 FEET
 OP1040'NORTH OF A WIRE FENCE.
 OP1040'
 OP1040'AZIMUTH MARK 2, A STANDARD DISK STAMPED PALO 1934 NO 2 1971, IS
 OP1040'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OP1040'IS FLUSH WITH THE GROUND SURFACE.  IT IS 33 FEET WEST OF THE
 OP1040'CENTER OF A GRAVELED ROAD, 10 FEET NORTH OF THE CENTER OF A
 OP1040'FIELD ENTRANCE, 1.9 FEET SOUTH OF A METAL WITNESS POST AND 1
 OP1040'FOOT EAST OF AN END POST OF AN EAST-WEST WIRE FENCE.
 OP1040'
 OP1040'**TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD AND
 OP1040'GO EAST ON THE GRAVELED ROAD FOR 1 MILE TO A CROSSROAD.  TURN LEFT
 OP1040'AND GO NORTH ON A GRAVELED ROAD FOR 0.3 MILE TO AN OLD SCHOOL
 OP1040'BUILDING AND THE AZIMUTH MARK ON THE RIGHT.
 OP1040'
 OP1040'HEIGHT OF LIGHT ABOVE STATION MARK 74.1 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1295 ***********************************************************************
 MJ1295  DESIGNATION -  PANAMA
 MJ1295  PID         -  MJ1295
 MJ1295  STATE/COUNTY-  IA/SHELBY
 MJ1295  USGS QUAD   -  DUNLAP (1971)
 MJ1295
 MJ1295                         *CURRENT SURVEY CONTROL
 MJ1295  ___________________________________________________________________
 MJ1295* NAD 83(1996)-  41 46 21.11125(N)    095 30 52.38587(W)     ADJUSTED  
 MJ1295* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 MJ1295  ___________________________________________________________________
 MJ1295  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 MJ1295  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 MJ1295
 MJ1295  HORZ ORDER  -  THIRD
 MJ1295
 MJ1295.The horizontal coordinates were established by classical geodetic methods
 MJ1295.and adjusted by the National Geodetic Survey in May 1999..
 MJ1295
 MJ1295.The orthometric height was scaled from a topographic map.
 MJ1295
 MJ1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1295
 MJ1295.The geoid height was determined by GEOID03.
 MJ1295
 MJ1295;                    North         East     Units Scale Factor Converg.
 MJ1295;SPC IA S     -   198,782.769   332,515.052   MT  0.99999810   -1 19 37.2
 MJ1295;SPC IA N     - 1,032,268.006 1,332,504.495   MT  1.00006638   -1 21 55.3
 MJ1295;UTM  15      - 4,627,577.311   291,003.139   MT  1.00013753   -1 40 32.7
 MJ1295
 MJ1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1295!SPC IA S     -   0.99993526  x   0.99999810  =   0.99993336
 MJ1295!SPC IA N     -   0.99993526  x   1.00006638  =   1.00000164
 MJ1295!UTM  15      -   0.99993526  x   1.00013753  =   1.00007278
 MJ1295
 MJ1295:                Primary Azimuth Mark                     Grid Az
 MJ1295:SPC IA S     -  PANAMA AZ MK                             093 36 25.5
 MJ1295:SPC IA N     -  PANAMA AZ MK                             093 38 43.6
 MJ1295:UTM  15      -  PANAMA AZ MK                             093 57 21.0
 MJ1295
 MJ1295|---------------------------------------------------------------------|
 MJ1295| PID    Reference Object                     Distance      Geod. Az  |
 MJ1295|                                                           dddmmss.s |
 MJ1295| CL8073 PANAMA AZ MK                                       0921648.3 |
 MJ1295| MJ1171 WESTPHALIA ST BONIFACES CHURCH      APPROX.11.5 KM 1200429.8 |
 MJ1295| CL8074 PANAMA RM 1                          19.500 METERS 13137     |
 MJ1295| CL8075 PANAMA RM 2                          17.836 METERS 22515     |
 MJ1295|---------------------------------------------------------------------|
 MJ1295
 MJ1295                          SUPERSEDED SURVEY CONTROL
 MJ1295
 MJ1295  NAD 83(1996)-  41 46 21.11193(N)    095 30 52.38788(W) AD(       ) 3
 MJ1295  NAD 83(1986)-  41 46 21.11400(N)    095 30 52.39005(W) AD(       ) 3
 MJ1295  NAD 27      -  41 46 21.14600(N)    095 30 51.37800(W) AD(       ) 3
 MJ1295
 MJ1295.Superseded values are not recommended for survey control.
 MJ1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1295.See file dsdata.txt to determine how the superseded data were derived.
 MJ1295
 MJ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9100327577(NAD 83)
 MJ1295_MARKER: DS = TRIANGULATION STATION DISK
 MJ1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1295
 MJ1295  HISTORY     - Date     Condition        Report By
 MJ1295  HISTORY     - 1950     MONUMENTED       CGS
 MJ1295  HISTORY     - 1968     MARK NOT FOUND   CGS
 MJ1295
 MJ1295                          STATION DESCRIPTION
 MJ1295
 MJ1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1295'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF PANAMA, 7
 MJ1295'MILES SOUTHEAST OF DUNLAP AND ALONG THE NORTH SIDE OF A DIRT
 MJ1295'ROAD.  IT IS 47 FEET WEST OF A TELEPHONE POLE, 19 FEET NORTH
 MJ1295'OF THE CENTERLINE OF THE ROAD, 6.8 FEET EAST-SOUTHEAST OF A
 MJ1295'WITNESS POST AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 MJ1295'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED PANAMA
 MJ1295'1950.
 MJ1295'
 MJ1295'REFERENCE MARK NO. 1 IS 25 FEET SOUTH OF THE CENTERLINE OF THE
 MJ1295'ROAD, 66 FEET WEST OF A POWERLINE POLE AND 1 FOOT NORTH OF
 MJ1295'THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 2 INCHES AND THE
 MJ1295'DISK IS STAMPED PANAMA NO 1 1950.
 MJ1295'
 MJ1295'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE CENTERLINE OF
 MJ1295'THE ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE
 MJ1295'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED PANAMA NO 2
 MJ1295'1950.
 MJ1295'
 MJ1295'AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 MJ1295'AND 2.6 FEET WEST OF A WITNESS POST.  THE MARK IS FLUSH WITH
 MJ1295'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED PANAMA 1950.
 MJ1295'
 MJ1295'TO REACH FROM THE INTERSECTION OF HIGHWAYS 30 AND 37 IN DUNLAP,
 MJ1295'GO EAST ON HIGHWAY 37 FOR 3.5 MILES TO FORKS, TAKE RIGHT FORK
 MJ1295'(SOUTHEASTERLY) ON GRAVELED ROAD FOR 4.0 MILES TO CROSSROADS,
 MJ1295'TURN RIGHT (SOUTH) ON OILED ROAD 0.95 MILE TO A T-INTERSECTION
 MJ1295'WITH A SCHOOL HOUSE ON THE RIGHT, TURN RIGHT (WEST) ON OILED
 MJ1295'ROAD 0.25 MILE TO A SIDE LEFT, TURN LEFT (SOUTH) ON OILED
 MJ1295'ROAD 0.6 MILE TO A SIDE ROAD LEFT, TURN LEFT (SOUTH) ON OILED
 MJ1295'ROAD 0.8 MILE TO A SIDE ROAD RIGHT, TURN RIGHT (WEST) ON DIRT
 MJ1295'ROAD 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST
 MJ1295'0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 MJ1295'
 MJ1295'A 50 FT. SIGNAL AT DUNLAP AND MEFFERD 1930 IS V.G.
 MJ1295'
 MJ1295'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MJ1295
 MJ1295                          STATION RECOVERY (1968)
 MJ1295
 MJ1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 MJ1295'NONE OF THE MARKS FOUND AT THIS STATION.  IT APPEARS THAT
 MJ1295'SURFACE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH
 MJ1295'MARK HAVE BEEN REMOVED WHEN ROAD WAS GRADED AND DITCHES
 MJ1295'WIDENED.  IT IS POSSIBLE THAT UNDERGROUND MARK IS STILL IN
 MJ1295'PLACE BUT NO CLUE TO ITS POSITION COULD BE FOUND AS THERE
 MJ1295'WERE 3 FOOT SNOW DRIFTS IN ROAD DITCHES AND ALONG FENCES AT
 MJ1295'TIME OF ATTEMPTED RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0048 ***********************************************************************
 MJ0048  DESIGNATION -  PANORA
 MJ0048  PID         -  MJ0048
 MJ0048  STATE/COUNTY-  IA/GUTHRIE
 MJ0048  USGS QUAD   -  PANORA (1982)
 MJ0048
 MJ0048                         *CURRENT SURVEY CONTROL
 MJ0048  ___________________________________________________________________
 MJ0048* NAD 83(1986)-  41 41 30.     (N)    094 21 53.     (W)     SCALED    
 MJ0048* NAVD 88     -       334.204  (meters)    1096.47   (feet)  ADJUSTED  
 MJ0048  ___________________________________________________________________
 MJ0048  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 MJ0048  DYNAMIC HT  -         334.088 (meters)    1096.09  (feet)  COMP
 MJ0048  MODELED GRAV-     980,264.8   (mgal)                       NAVD 88
 MJ0048
 MJ0048  VERT ORDER  -  SECOND    CLASS 0
 MJ0048
 MJ0048.The horizontal coordinates were scaled from a topographic map and have
 MJ0048.an estimated accuracy of +/- 6 seconds.
 MJ0048
 MJ0048.The orthometric height was determined by differential leveling
 MJ0048.and adjusted by the National Geodetic Survey in June 1991..
 MJ0048
 MJ0048.The geoid height was determined by GEOID03.
 MJ0048
 MJ0048.The dynamic height is computed by dividing the NAVD 88
 MJ0048.geopotential number by the normal gravity value computed on the
 MJ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0048.degrees latitude (g = 980.6199 gals.).
 MJ0048
 MJ0048.The modeled gravity was interpolated from observed gravity values.
 MJ0048
 MJ0048;                    North         East    Units  Estimated Accuracy
 MJ0048;SPC IA S     -   188,220.      428,020.      MT  (+/- 180 meters Scaled)
 MJ0048
 MJ0048                          SUPERSEDED SURVEY CONTROL
 MJ0048
 MJ0048  NGVD 29 (??/??/92)  334.162  (m)         1096.33   (f) ADJ UNCH    2 0
 MJ0048
 MJ0048.Superseded values are not recommended for survey control.
 MJ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0048.See file dsdata.txt to determine how the superseded data were derived.
 MJ0048
 MJ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG864164(NAD 83)
 MJ0048_MARKER: DB = BENCH MARK DISK
 MJ0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0048_SP_SET: WALL
 MJ0048_STAMPING: PANORA 1934
 MJ0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0048
 MJ0048  HISTORY     - Date     Condition        Report By
 MJ0048  HISTORY     - 1934     MONUMENTED       CGS
 MJ0048  HISTORY     - 1942     GOOD             NGS
 MJ0048
 MJ0048                          STATION DESCRIPTION
 MJ0048
 MJ0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MJ0048'AT PANORA.
 MJ0048'AT PANORA, AT THE HIGH SCHOOL, AT THE SOUTHEAST CORNER OF THE
 MJ0048'BUILDING, IN THE SOUTH WALL, AND JUST ABOVE THE CORNER STONE.
 MJ0048'A STANDARD DISK, STAMPED PANORA 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0908 ***********************************************************************
 OO0908  DESIGNATION -  PANOS
 OO0908  PID         -  OO0908
 OO0908  STATE/COUNTY-  IA/CHICKASAW
 OO0908  USGS QUAD   -  PROTIVIN (1981)
 OO0908
 OO0908                         *CURRENT SURVEY CONTROL
 OO0908  ___________________________________________________________________
 OO0908* NAD 83(1996)-  43 10 22.80697(N)    092 05 16.15073(W)     ADJUSTED  
 OO0908* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 OO0908  ___________________________________________________________________
 OO0908  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 OO0908  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 OO0908
 OO0908  HORZ ORDER  -  FIRST
 OO0908
 OO0908.The horizontal coordinates were established by classical geodetic methods
 OO0908.and adjusted by the National Geodetic Survey in May 1999..
 OO0908
 OO0908.The orthometric height was scaled from a topographic map.
 OO0908
 OO0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0908
 OO0908.The geoid height was determined by GEOID03.
 OO0908
 OO0908;                    North         East     Units Scale Factor Converg.
 OO0908;SPC IA N     - 1,186,795.274 1,614,819.811   MT  0.99998423   +0 57 25.6
 OO0908;UTM  15      - 4,780,430.484   574,141.586   MT  0.99966762   +0 37 26.9
 OO0908
 OO0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0908!SPC IA N     -   0.99994862  x   0.99998423  =   0.99993285
 OO0908!UTM  15      -   0.99994862  x   0.99966762  =   0.99961626
 OO0908
 OO0908|---------------------------------------------------------------------|
 OO0908| PID    Reference Object                     Distance      Geod. Az  |
 OO0908|                                                           dddmmss.s |
 OO0908| CI6098 PANOS RM 1                           26.890 METERS 00726     |
 OO0908| ON0907 RIDGEWAY MUNICIPAL TANK             APPROX.15.8 KM 0294704.1 |
 OO0908| ON0885 CALMAR MUNICIPAL TANK               APPROX.18.1 KM 0855750.9 |
 OO0908| ON0889 CALMAR LUTHERAN CHURCH SPIRE        APPROX.18.6 KM 0862747.9 |
 OO0908| CI6099 PANOS RM 2                           33.315 METERS 11249     |
 OO0908| CI6096 PANOS AZ MK                                        1440449.0 |
 OO0908| CI6097 PANOS AZ MK RESET                                  1460238.0 |
 OO0908| OO0942 LOURDES IMM CON CATH CH SPIRE       APPROX.19.8 KM 3000325.5 |
 OO0908| OO0909 PROTIVIN TRINITY CATH CH SPIRE      APPROX. 5.1 KM 3565158.8 |
 OO0908|---------------------------------------------------------------------|
 OO0908
 OO0908                          SUPERSEDED SURVEY CONTROL
 OO0908
 OO0908  NAD 83(1996)-  43 10 22.80693(N)    092 05 16.15070(W) AD(       ) 1
 OO0908  NAD 83(1986)-  43 10 22.79961(N)    092 05 16.14986(W) AD(       ) 1
 OO0908  NAD 27      -  43 10 22.90700(N)    092 05 15.53360(W) AD(       ) 1
 OO0908
 OO0908.Superseded values are not recommended for survey control.
 OO0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0908.See file dsdata.txt to determine how the superseded data were derived.
 OO0908
 OO0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7414280430(NAD 83)
 OO0908_MARKER: DS = TRIANGULATION STATION DISK
 OO0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0908_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0908
 OO0908  HISTORY     - Date     Condition        Report By
 OO0908  HISTORY     - 1934     MONUMENTED       CGS
 OO0908  HISTORY     - 1959     GOOD             LOCSUR
 OO0908  HISTORY     - 1961     GOOD             CGS
 OO0908
 OO0908                          STATION DESCRIPTION
 OO0908
 OO0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0908'STATION IS ABOUT 3 MILES DUE S OF PROTOVIN, IN THE SW 1/4
 OO0908'SEC. 36, T 97 N, R 11 W, ON LAND OWNED AND OCCUPIED BY MIKE
 OO0908'PANOS.  THE STATION MARK IS ABOUT 150 FEET SE OF MR. PANOS
 OO0908'HOUSE, 68 FEET W OF DRIVE WHERE IT TURNS N TO HOUSE, 12 FEET
 OO0908'N OF FENCE LINE, 12 FEET E OF FENCE LINE, AND PROJECTS 2
 OO0908'INCHES.
 OO0908'
 OO0908'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 OO0908'
 OO0908'REFERENCE MARK NO. 1 IS NNE OF THE STATION.  ABOUT 100 FEET
 OO0908'ESE OF FARMHOUSE, 15 FEET E OF DRIVE, 6 INCHES W OF FENCE
 OO0908'LINE, AND PROJECTS 5 INCHES.
 OO0908'
 OO0908'REFERENCE MARK NO. 2 IS SE OF THE STATION.  18 FEET E OF FENCE
 OO0908'CORNER.  1 FOOT N OF FENCE LINE, AND PROJECTS 6 INCHES.
 OO0908'
 OO0908'THE AZIMUTH MARK IS SE OF THE STATION NEAR NW CORNER OF
 OO0908'T-INTERSECTION.  15 FEET N OF ROAD, 58 FEET W OF GRAVEL
 OO0908'ROAD.  1.5 FEET N OF FENCE LINE.  0.3 MILE S OF LANE LEADING
 OO0908'TO MR. PANOS HOUSE, AND PROJECTS 7 INCHES.
 OO0908'
 OO0908'TO REACH FROM PROTOVIN, GO S ON COUNTY ROAD (HD) FROM THE
 OO0908'CENTER OF TOWN, FOR 0.3 MILE, THENCE E 0.5 MILE TO SE CORNER
 OO0908'OF HOWARD COUNTY.  TURN S ON GRAVEL ROAD (CHICKASAW-WINNESHIEK
 OO0908'COUNTY LINE ROAD) AND GO 2.9 MILES TO LANE LEADING W.  FOLLOW
 OO0908'LANE W 0.55 MILE TO PANOS HOUSE AND STATION, JUST N OF GATE.
 OO0908'
 OO0908'NOTE--*STATION MARK IS 0.35 MILE (APPROXIMATELY) W OF
 OO0908'CHICKASAW-WINNESHIEK COUNTY LINE ROAD).
 OO0908'
 OO0908'ALL LIGHTS CAME INTO VIEW AT 45 FEET.
 OO0908
 OO0908                          STATION RECOVERY (1959)
 OO0908
 OO0908'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959
 OO0908'RECOVERED BY H. HOSKINS AND ASSOC.
 OO0908'
 OO0908'STATION AND REFERENCE MARKS WERE FOUND IN VERY GOOD CONDITION
 OO0908'AS DESCRIBED.
 OO0908'
 OO0908'AZIMUTH MARK FOUND IN GOOD CONDITION.
 OO0908
 OO0908                          STATION RECOVERY (1961)
 OO0908
 OO0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 OO0908'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 OO0908'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND LEANING AND
 OO0908'A NEW MARK WAS ESTABLISHED AT THIS TIME.  A 0.05 OF A FOOT
 OO0908'SHORTER DISTANCE WAS FOUND TO REFERENCE MARK 1 AND A DIFFERENCE
 OO0908'OF 1 MINUTE AND 21 SECONDS IN THE DIRECTION.  THE DISTANCE TO
 OO0908'REFERENCE MARK 2 CHECKED, BUT A DIFFERENCE OF 1 MINUTE AND 34
 OO0908'SECONDS WAS FOUND IN THE DIRECTION.
 OO0908'
 OO0908'A COMPLETE NEW DESCRIPTION FOLLOWS--
 OO0908'
 OO0908'THE STATION IS ABOUT 3 MILES SOUTH OF PROTIVIN, ON THE PROPERTY
 OO0908'OF MR. LOUIS PANOS AND IS IN THE SOUTHWEST 1/4 OF SECTION
 OO0908'36, T. 97 N., R. 11 W..  IT IS 119 FEET SOUTHEAST OF THE
 OO0908'SOUTHEAST CORNER OF A HOUSE, 72 FEET SOUTHWEST OF A POWER
 OO0908'POLE, 36 FEET EAST OF A FRONT LAWN FENCE, 18 FEET WEST OF THE
 OO0908'CENTERLINE OF A DRIVEWAY AND 11 FEET NORTHWEST OF A WITNESS
 OO0908'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED PANOS
 OO0908'1934.
 OO0908'
 OO0908'TO REACH FROM THE PROTIVIN, TRINITY CATHOLIC CHURCH IN PROTIVIN,
 OO0908'GO SOUTH ON A PAVED STREET FOR 0.35 MILE TO A T-ROAD.  TURN
 OO0908'LEFT AND GO EAST ON A PAVED ROAD FOR 0.5 MILE TO A SIDE ROAD
 OO0908'RIGHT.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 2.5
 OO0908'MILES TO A FARM ROAD RIGHT*.  TURN RIGHT AND FOLLOW FARM
 OO0908'ROAD WEST FOR 0.35 MILE TO THE STATION ON THE LEFT.
 OO0908'
 OO0908'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON A
 OO0908'GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.
 OO0908'
 OO0908'REFERENCE MARK 1 IS 34 FEET NORTHWEST OF THE POWER POLE, 17
 OO0908'FEET EAST OF THE CENTERLINE OF THE DRIVEWAY AND 2 FEET WEST
 OO0908'OF A WIRE FENCE.  THE MONUMENT PROJECTS 5 INCHES AND THE
 OO0908'DISK IS STAMPED PANOS NO 1 1934.
 OO0908'
 OO0908'REFERENCE MARK 2 IS SET IN AN EAST-WEST FENCE LINE, 99 FEET
 OO0908'SOUTHEAST OF THE WITNESS POST AND 24 FEET NORTHEAST OF THE
 OO0908'CENTERLINE OF THE DRIVEWAY.  THE MONUMENT PROJECTS 5 INCHES
 OO0908'AND THE DISK IS STAMPED PANOS NO 2 1934.
 OO0908'
 OO0908'THE AZIMUTH MARK IS 47 FEET EAST OF THE CENTERLINE OF A GRAVELED
 OO0908'ROAD, 3 FEET WEST OF A WIRE FENCE, 4 FEET SOUTHWEST OF A
 OO0908'WITNESS POST AND 2 FEET SOUTHWEST OF A TELEPHONE POLE.  THE
 OO0908'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED PANOS
 OO0908'1934 RESET 1961.
 OO0908'
 OO0908'NOTE--THE OLD AZIMUTH MARK WAS TAKEN OUT.
 OO0908'
 OO0908'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1643 ***********************************************************************
 NM1643  DESIGNATION -  PARK
 NM1643  PID         -  NM1643
 NM1643  STATE/COUNTY-  IA/WOODBURY
 NM1643  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM1643
 NM1643                         *CURRENT SURVEY CONTROL
 NM1643  ___________________________________________________________________
 NM1643* NAD 83(1996)-  42 30 58.04701(N)    096 24 26.89902(W)     ADJUSTED  
 NM1643* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 NM1643  ___________________________________________________________________
 NM1643  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 NM1643  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 NM1643
 NM1643  HORZ ORDER  -  FIRST
 NM1643
 NM1643.The horizontal coordinates were established by classical geodetic methods
 NM1643.and adjusted by the National Geodetic Survey in May 1999..
 NM1643
 NM1643.The orthometric height was scaled from a topographic map.
 NM1643
 NM1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1643
 NM1643.The geoid height was determined by GEOID03.
 NM1643
 NM1643;                    North         East     Units Scale Factor Converg.
 NM1643;SPC IA N     - 1,116,975.165 1,261,129.411   MT  0.99994885   -1 58 13.9
 NM1643;SPC NE       -   304,005.357   795,086.601   MT  0.99981425   +2 22 50.7
 NM1643;SPC SD S     -    27,931.230   922,527.953   MT  1.00009016   +2 42 29.7
 NM1643;SPC SD S     -    91,637.71  3,026,660.46   sFT  1.00009016   +2 42 29.7
 NM1643;UTM  14      - 4,710,340.811   712,969.679   MT  1.00015807   +1 45 09.7
 NM1643
 NM1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1643!SPC IA N     -   0.99994024  x   0.99994885  =   0.99988909
 NM1643!SPC NE       -   0.99994024  x   0.99981425  =   0.99975450
 NM1643!SPC SD S     -   0.99994024  x   1.00009016  =   1.00003039
 NM1643!UTM  14      -   0.99994024  x   1.00015807  =   1.00009830
 NM1643
 NM1643:                Primary Azimuth Mark                     Grid Az
 NM1643:SPC IA N     -  LEEDS STA HOOD FLOUR CO C STK            060 11 53.2
 NM1643:SPC NE       -  LEEDS STA HOOD FLOUR CO C STK            055 50 48.6
 NM1643:SPC SD S     -  LEEDS STA HOOD FLOUR CO C STK            055 31 09.6
 NM1643:UTM  14      -  LEEDS STA HOOD FLOUR CO C STK            056 28 29.6
 NM1643
 NM1643|---------------------------------------------------------------------|
 NM1643| PID    Reference Object                     Distance      Geod. Az  |
 NM1643|                                                           dddmmss.s |
 NM1643| NM1634 LEEDS STA HOOD FLOUR CO C STK       APPROX. 5.3 KM 0581339.3 |
 NM1643| CO3424 PARK AZ MK                                         0621839.2 |
 NM1643| NM1647 SIOUX CITY N JR HIGH SCH STACK      272.384 METERS 07534     |
 NM1643| CO3425 PARK RM 1                            33.642 METERS 12708     |
 NM1643| NM1695 SIOUX CITY FIRST LUTH CH SPIRE      APPROX. 2.3 KM 1595708.3 |
 NM1643| NM1686 SIOUX CITY MOORE GROCERY TK FP      APPROX. 2.5 KM 1770158.9 |
 NM1643| NM1683 SIOUX CITY WOODBURY CTHSE FLAG      APPROX. 2.1 KM 1770255.3 |
 NM1643| NM1642 SIOUX CITY MAIN ST PUMP C STK       APPROX. 1.8 KM 1991650.8 |
 NM1643| NM1636 SIOUX CITY ST BONIFACE CATH CH      APPROX. 1.9 KM 2080322.5 |
 NM1643| CO3426 PARK RM 2                            30.999 METERS 23236     |
 NM1643| NM1639 SIOUX CITY ST ANTHONY ORPH STK      APPROX. 1.8 KM 2674307.3 |
 NM1643| NM1640 SIOUX CITY BRIAR CLIFF COL STK      APPROX. 2.0 KM 3075524.5 |
 NM1643|---------------------------------------------------------------------|
 NM1643
 NM1643                          SUPERSEDED SURVEY CONTROL
 NM1643
 NM1643  NAD 83(1996)-  42 30 58.04702(N)    096 24 26.89902(W) AD(       ) 1
 NM1643  NAD 83(1996)-  42 30 58.04696(N)    096 24 26.89892(W) AD(       ) 1
 NM1643  NAD 83(1996)-  42 30 58.04687(N)    096 24 26.90004(W) AD(       ) 1
 NM1643  NAD 83(1986)-  42 30 58.05005(N)    096 24 26.89958(W) AD(       ) 1
 NM1643  NAD 27      -  42 30 58.07100(N)    096 24 25.78900(W) AD(       ) 1
 NM1643
 NM1643.Superseded values are not recommended for survey control.
 NM1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1643.See file dsdata.txt to determine how the superseded data were derived.
 NM1643
 NM1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1297010341(NAD 83)
 NM1643_MARKER: DS = TRIANGULATION STATION DISK
 NM1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1643_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1643
 NM1643  HISTORY     - Date     Condition        Report By
 NM1643  HISTORY     - 1934     MONUMENTED       CGS
 NM1643
 NM1643                          STATION DESCRIPTION
 NM1643
 NM1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM1643'STATION IS LOCATED AT THE CITY RESERVOIR, IN THE SOUTHEAST
 NM1643'CORNER OF GRANDVIEW PARK IN SIOUX CITY, IN THE NORTHWEST
 NM1643'QUARTER OF SEC. 19, T. 89 N., R. 47 W., ON LAND OWNED BY THE
 NM1643'CITY, 12 FEET SOUTH OF SOUTH SIDE OF THE SOUTH RESERVOIR.
 NM1643'MARK IS FLUSH WITH GROUND.
 NM1643'
 NM1643'REACHED FROM THE INTERSECTION OF SIXTH AND DOUGLAS STREETS,
 NM1643'WHICH IS AT THE NORTHEAST CORNER OF THE NEW POST OFFICE
 NM1643'IN SIOUX CITY, BY GOING NORTH ON DOUGLAS STREET 1.35 MILES
 NM1643'TO TWENTY-FIFTH STREET, AND THE RESERVOIR TO THE LEFT OF
 NM1643'DOUGLAS STREET.
 NM1643'
 NM1643'REFERENCE MARK NO. 1 IS 33.642 METERS (110.37 FEET) SOUTHEAST
 NM1643'OF STATION.  MARK IS FLUSH WITH GROUND.
 NM1643'
 NM1643'REFERENCE MARK NO. 2 IS 30.999 METERS (101.70 FEET) SOUTHWEST
 NM1643'OF STATION.  MARK PROJECTS 6 INCHES.
 NM1643'
 NM1643'AZIMUTH MARK IS 0.4 MILE NORTHEAST OF STATION.  REACHED
 NM1643'FROM STATION BY GOING NORTH ON DOUGLAS STREET 1 BLOCK TO
 NM1643'TWENTY-SIXTH STREET, TURN RIGHT (EAST) GO 1 BLOCK TO NEBRASKA
 NM1643'AVENUE, TURN LEFT (NORTH) AND GO 2 BLOCKS TO TWENTY-EIGHTH
 NM1643'STREET, TURN RIGHT (EAST) AND GO 3 BLOCKS TO JENNINGS STREET
 NM1643'AND AZIMUTH ON LEFT.  MARK IS 100 FEET EAST OF INTERSECTION
 NM1643'OF JENNINGS AND TWENTY-EIGHTH STREETS, 15 FEET NORTH OF
 NM1643'CENTERLINE OF 28TH STREET, BETWEEN CURB AND SIDEWALK.  MARK
 NM1643'PROJECTS APPROXIMATELY 8 INCHES ABOVE SURFACE OF GROUND.
 NM1643'
 NM1643'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0653 ***********************************************************************
 NK0653  DESIGNATION -  PARK
 NK0653  PID         -  NK0653
 NK0653  STATE/COUNTY-  IA/BUTLER
 NK0653  USGS QUAD   -  PARKERSBURG (1980)
 NK0653
 NK0653                         *CURRENT SURVEY CONTROL
 NK0653  ___________________________________________________________________
 NK0653* NAD 83(1996)-  42 34 13.97880(N)    092 46 34.84533(W)     ADJUSTED  
 NK0653* NAVD 88     -       308.1    (meters)    1011.     (feet)  VERTCON   
 NK0653  ___________________________________________________________________
 NK0653  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 NK0653  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 NK0653
 NK0653  HORZ ORDER  -  SECOND
 NK0653
 NK0653.The horizontal coordinates were established by classical geodetic methods
 NK0653.and adjusted by the National Geodetic Survey in May 1999..
 NK0653
 NK0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0653
 NK0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0653
 NK0653.The geoid height was determined by GEOID03.
 NK0653
 NK0653;                    North         East     Units Scale Factor Converg.
 NK0653;SPC IA N     - 1,119,166.894 1,559,412.847   MT  0.99994680   +0 29 25.6
 NK0653;UTM  15      - 4,713,151.099   518,356.121   MT  0.99960415   +0 09 04.7
 NK0653
 NK0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0653!SPC IA N     -   0.99995668  x   0.99994680  =   0.99990348
 NK0653!UTM  15      -   0.99995668  x   0.99960415  =   0.99956084
 NK0653
 NK0653|---------------------------------------------------------------------|
 NK0653| PID    Reference Object                     Distance      Geod. Az  |
 NK0653|                                                           dddmmss.s |
 NK0653| CI6105 PARK RM 1                            19.942 METERS 08924     |
 NK0653| CI6106 PARK RM 2                            12.480 METERS 27030     |
 NK0653| NK0651 PARKERSBURG MUNICIPAL TANK          APPROX. 1.2 KM 3042913.4 |
 NK0653|---------------------------------------------------------------------|
 NK0653
 NK0653                          SUPERSEDED SURVEY CONTROL
 NK0653
 NK0653  NAD 83(1996)-  42 34 13.97870(N)    092 46 34.84552(W) AD(       ) 2
 NK0653  NAD 83(1986)-  42 34 13.97626(N)    092 46 34.83875(W) AD(       ) 2
 NK0653  NAD 27      -  42 34 14.05007(N)    092 46 34.12967(W) AD(       ) 2
 NK0653  NGVD 29 (07/19/86)  308.1    (m)         1011.     (f) VERT ANG       
 NK0653
 NK0653.Superseded values are not recommended for survey control.
 NK0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0653.See file dsdata.txt to determine how the superseded data were derived.
 NK0653
 NK0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1835613151(NAD 83)
 NK0653_MARKER: DD = SURVEY DISK
 NK0653_SETTING: 0 = UNSPECIFIED SETTING
 NK0653
 NK0653  HISTORY     - Date     Condition        Report By
 NK0653  HISTORY     - 1970     MONUMENTED       USGS
 NK0653
 NK0653                          STATION DESCRIPTION
 NK0653
 NK0653'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0653'THE STATION IS IN THE SE. EDGE OF PARKERSBURG, NEAR THE E. SIXTEENTH
 NK0653'COR. BETWEEN SECS. 30 AND 31.  T. 90 N., R. 16 W., ALONG
 NK0653'U.S. HWY. 20, ABOUT 65 FT W. OF A FENCE COR. N.-E.
 NK0653'
 NK0653'TO REACH FROM THE U.S. POST OFFICE IN PARKERSBURG, GO S. ON
 NK0653'THIRD STREET FOR 0.45 MI TO THE JCT. WITH U.S. HWY. 20, TURN LEFT
 NK0653'AND FOLLOW U.S. HWY. 20 E. FOR ABOUT 0.55 MI TO A FIELD ENTRANCE
 NK0653'N. AND THE STATION ON THE LEFT.
 NK0653'
 NK0653'STATION MARK, STAMPED ET PARK 1970 IS 71 FT N. AND 24 FT
 NK0653'W. CENTER HWY. AT STREET S.  2 FT S. AND 1 FT E. OF A TELEPHONE
 NK0653'POLE.  2 FT S. OF A USGS WITNESS POST.
 NK0653'
 NK0653'REFERENCE MARK NO. 1, STAMPED PARK NO 1 1970 IS E. OF THE
 NK0653'STATION, 71 FT N. AND 39 FT E. CENTER HWY. AT STREET S.  3 FT S. OF
 NK0653'A FENCE COR. N.-E.
 NK0653'
 NK0653'REFERENCE MARK NO. 2, STAMPED PARK NO 2 1970 IS W. OF THE STATION,
 NK0653'71 FT N. AND 66 FT W. CENTER HWY. AT STREET S.
 NK0653'
 NK0653'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0653'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN LONG AND FILLED
 NK0653'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE
 NK0653'GROUND.
 NK0653'
 NK0653'REFERENCE AZIMUTH USED - PARKERSBURG MWT - THE STATION IS LOCATED
 NK0653'IN PARKERSBURG, ABOUT 100 FT N. AND ABOUT 100 FT E. OF THE
 NK0653'INTERSECTION OF FOURTH STREET AND BETHEL STREET.  IT WAS BUILT IN
 NK0653'1915 AND IS A FOUR LEGGED STRUCTURE PAINTED ALUMINUM.
 NK0653'
 NK0653'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0995 ***********************************************************************
 OP0995  DESIGNATION -  PARK
 OP0995  PID         -  OP0995
 OP0995  STATE/COUNTY-  IA/KOSSUTH
 OP0995  USGS QUAD   -  LEDYARD (1972)
 OP0995
 OP0995                         *CURRENT SURVEY CONTROL
 OP0995  ___________________________________________________________________
 OP0995* NAD 83(1996)-  43 23 00.01870(N)    094 13 01.04195(W)     ADJUSTED  
 OP0995* NAVD 88     -       356.1    (meters)    1168.     (feet)  VERTCON   
 OP0995  ___________________________________________________________________
 OP0995  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 OP0995  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 OP0995
 OP0995  HORZ ORDER  -  SECOND
 OP0995
 OP0995.The horizontal coordinates were established by classical geodetic methods
 OP0995.and adjusted by the National Geodetic Survey in May 1999..
 OP0995
 OP0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0995
 OP0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0995
 OP0995.The geoid height was determined by GEOID03.
 OP0995
 OP0995;                    North         East     Units Scale Factor Converg.
 OP0995;SPC IA N     - 1,209,450.675 1,441,902.786   MT  1.00002341   -0 29 09.3
 OP0995;UTM  15      - 4,804,104.429   401,426.349   MT  0.99971952   -0 50 09.5
 OP0995
 OP0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0995!SPC IA N     -   0.99994864  x   1.00002341  =   0.99997205
 OP0995!UTM  15      -   0.99994864  x   0.99971952  =   0.99966817
 OP0995
 OP0995|---------------------------------------------------------------------|
 OP0995| PID    Reference Object                     Distance      Geod. Az  |
 OP0995|                                                           dddmmss.s |
 OP0995| CI6104 PARK RM 2                             7.076 METERS 06948     |
 OP0995| CI6103 PARK AZ MK                                         0743744.3 |
 OP0995| OP0994 PARK RM 1                             9.423 METERS 14520     |
 OP0995|---------------------------------------------------------------------|
 OP0995
 OP0995                          SUPERSEDED SURVEY CONTROL
 OP0995
 OP0995  NAD 83(1996)-  43 23 00.01868(N)    094 13 01.04196(W) AD(       ) 2
 OP0995  NAD 83(1986)-  43 23 00.00510(N)    094 13 01.03980(W) AD(       ) 2
 OP0995  NAD 27      -  43 23 00.15733(N)    094 13 00.17669(W) AD(       ) 2
 OP0995  NGVD 29 (07/19/86)  356.0    (m)         1168.     (f) VERT ANG       
 OP0995
 OP0995.Superseded values are not recommended for survey control.
 OP0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0995.See file dsdata.txt to determine how the superseded data were derived.
 OP0995
 OP0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0142604104(NAD 83)
 OP0995_MARKER: DS = TRIANGULATION STATION DISK
 OP0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0995_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0995
 OP0995  HISTORY     - Date     Condition        Report By
 OP0995  HISTORY     - 1971     MONUMENTED       NGS
 OP0995  HISTORY     - 1971     GOOD             USGS
 OP0995
 OP0995                          STATION DESCRIPTION
 OP0995
 OP0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0995'THE STATION IS LOCATED 6 MILES WEST OF LAKOTA, 6.5 MILES NORTH
 OP0995'OF BANCROFT, AT A ROAD SIDE PARK IN THE SOUTHWEST ANGLE OF
 OP0995'THE JUNCTION OF U.S. HIGHWAY 169 AND STATE HIGHWAY 9, IN SECTION
 OP0995'24, T 99 N, R 30 W.
 OP0995'
 OP0995'THE STATION MARKS ARE STANDARD DISKS STAMPED PARK 1971.  THE
 OP0995'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP0995'MONUMENT WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS ABOUT 500 FEET
 OP0995'SOUTH OF THE CENTER OF HIGHWAY 9, 135 FEET WEST OF THE CENTER
 OP0995'OF HIGHWAY 169, 52 FEET SOUTHWEST OF THE DIRT ROAD IN THE PARK,
 OP0995'9 FEET WEST-SOUTHWEST OF A CUTBANK EDGE, 3.0 FEET EAST-NORTHEAST
 OP0995'OF A WIRE FENCE, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  THE
 OP0995'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OP0995'CONCRETE ABOUT 42 INCHES BELOW GROUND.
 OP0995'
 OP0995'REFERENCE MARK 1, A STANDARD DISK STAMPED PARK NO 1 1971, IS SET
 OP0995'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OP0995'IS FLUSH WITH THE GROUND.  IT IS 117 FEET WEST OF THE CENTER OF
 OP0995'HIGHWAY 169, 9.5 FEET EAST-NORTHEAST OF THE FENCE, 2 FEET
 OP0995'WEST-SOUTHWEST OF THE CUTBANK EDGE, AND ABOUT 3 FEET HIGHER
 OP0995'THAN THE HIGHWAY.
 OP0995'
 OP0995'REFERENCE MARK 2, A STANDARD DISK STAMPED PARK NO 2 1971, IS
 OP0995'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0995'WHICH IS FLUSH WITH THE GROUND.  IT IS 51 FEET SOUTH-SOUTHEAST
 OP0995'OF A FIELD ENTRANCE, 11 FEET WEST-SOUTHWEST OF THE CUTBANK
 OP0995'EDGE, 1.0 FOOT EAST-NORTHEAST OF THE FENCE, AND ABOUT 3 FEET
 OP0995'HIGHER THAN THE HIGHWAY.
 OP0995'
 OP0995'THE AZIMUTH MARK, A STANDARD DISK STAMPED PARK 1971, IS SET
 OP0995'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OP0995'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 86 FEET NORTH OF THE
 OP0995'CENTER OF HIGHWAY 9, 14 FEET EAST OF THE CENTER OF A DIRT
 OP0995'ROAD, 11.8 FEET SOUTH OF THE SOUTH RAIL OF A SINGLE RAILROAD
 OP0995'TRACK, 2.0 FEET WEST OF A 4 X 8 INCH RAILROAD CROSSING SIGNPOST,
 OP0995'AND ABOUT LEVEL WITH THE HIGHWAY.
 OP0995'
 OP0995'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HIGHWAY 9 AND
 OP0995'169, GO EAST ON HIGHWAY 9 FOR 0.5 MILE TO A SIDE ROAD LEFT
 OP0995'AND THE MARK ON THE LEFT.
 OP0995'
 OP0995'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 OP0995
 OP0995                          STATION RECOVERY (1971)
 OP0995
 OP0995'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OP0995'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES AND
 OP0995'DIRECTIONS CHECKED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1400 ***********************************************************************
 LF1400  DESIGNATION -  PARK
 LF1400  PID         -  LF1400
 LF1400  STATE/COUNTY-  IA/FREMONT
 LF1400  USGS QUAD   -  SIDNEY (1981)
 LF1400
 LF1400                         *CURRENT SURVEY CONTROL
 LF1400  ___________________________________________________________________
 LF1400* NAD 83(1996)-  40 40 31.77482(N)    095 41 27.09588(W)     ADJUSTED  
 LF1400* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 LF1400  ___________________________________________________________________
 LF1400  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 LF1400  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LF1400
 LF1400  HORZ ORDER  -  SECOND
 LF1400
 LF1400.The horizontal coordinates were established by classical geodetic methods
 LF1400.and adjusted by the National Geodetic Survey in May 1999..
 LF1400
 LF1400.The orthometric height was scaled from a topographic map.
 LF1400
 LF1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1400
 LF1400.The geoid height was determined by GEOID03.
 LF1400
 LF1400;                    North         East     Units Scale Factor Converg.
 LF1400;SPC IA S     -    77,345.066   314,791.926   MT  0.99999014   -1 26 35.2
 LF1400;UTM  15      - 4,506,216.859   272,575.546   MT  1.00023667   -1 45 16.5
 LF1400
 LF1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1400!SPC IA S     -   0.99995211  x   0.99999014  =   0.99994225
 LF1400!UTM  15      -   0.99995211  x   1.00023667  =   1.00018877
 LF1400
 LF1400|---------------------------------------------------------------------|
 LF1400| PID    Reference Object                     Distance      Geod. Az  |
 LF1400|                                                           dddmmss.s |
 LF1400| CL8076 PARK RM 1                            19.237 METERS 16226     |
 LF1400| CL7450 MCCRACKEN                                          2494957.4 |
 LF1400| CL8077 PARK RM 2                            15.490 METERS 32537     |
 LF1400|---------------------------------------------------------------------|
 LF1400
 LF1400                          SUPERSEDED SURVEY CONTROL
 LF1400
 LF1400  NAD 83(1996)-  40 40 31.77481(N)    095 41 27.09588(W) AD(       ) 2
 LF1400  NAD 83(1986)-  40 40 31.78153(N)    095 41 27.09066(W) AD(       ) 2
 LF1400  NAD 27      -  40 40 31.78300(N)    095 41 26.10300(W) AD(       ) 2
 LF1400
 LF1400.Superseded values are not recommended for survey control.
 LF1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1400.See file dsdata.txt to determine how the superseded data were derived.
 LF1400
 LF1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF7257606217(NAD 83)
 LF1400_MARKER: DS = TRIANGULATION STATION DISK
 LF1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1400
 LF1400  HISTORY     - Date     Condition        Report By
 LF1400  HISTORY     - 1947     MONUMENTED       CGS
 LF1400
 LF1400                          STATION DESCRIPTION
 LF1400
 LF1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1400'THE STATION IS LOCATED IN THE WAUBONSIE STATE PARK, ABOUT 5-1/2
 LF1400'MILES NORTH-NORTHWEST OF HAMBURG, ABOUT 5-1/2 MILES SOUTH-SOUTHWEST
 LF1400'OF SIDNEY, ON WHAT IS KNOWN LOCALLY AS OBSERVATION POINT.  IT
 LF1400'IS 32 FEET EAST OF A RAIL FENCE ON THE WEST EDGE OF A RIDGE.
 LF1400'THE DISK IS STAMPED PARK 1947 AND IS 1 INCH BELOW THE GROUND.
 LF1400'
 LF1400'REFERENCE MARK NO.1 IS 63.11 FEET SOUTH OF THE STATION AND ABOUT
 LF1400'2 FEET LOWER IN ELEVATION, 15 FEET EAST OF THE RAIL FENCE, AND
 LF1400'9 FEET WEST OF A TWIN TRUNKED OAK TREE.  THE DISK IS STAMPED
 LF1400'PARK NO 1 1947 AND IS FLUSH WITH THE GROUND.
 LF1400'
 LF1400'REFERENCE MARK NO.2 IS 50.82 FEET NORTHWEST OF THE STATION AND
 LF1400'ABOUT 4 FEET LOWER IN ELEVATION.  IT IS SET IN THE RAIL FENCE
 LF1400'LINE, IMMEDIATELY SOUTH OF A POST AND JUST WEST OF A FOOT PATH.
 LF1400'THE DISK IS STAMPED PARK NO 2 1947 AND IS 1 INCH BELOW THE
 LF1400'GROUND.
 LF1400'
 LF1400'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE WEST-SOUTHWEST OF
 LF1400'THE STATION, ON A NARROW RIDGE OVERLOOKING THE MISSOURI RIVER
 LF1400'VALLEY.
 LF1400'
 LF1400'IT IS A STANDARD AZIMUTH MARK DISK AND IS STAMPED MC CRACKEN
 LF1400'USED 1947.  IT IS SET DIRECTLY OVER A USED MARK OF THE SAME NAME.
 LF1400'THE USED MARK IS SET 3 FEET UNDER THE GROUND AND IS A SQUARE
 LF1400'SANDSTONE BLOCK WITH A CHISELED TRIANGLE IN THE CENTER.
 LF1400'
 LF1400'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 2 AND 239
 LF1400'WHICH IS AT THE ENTRANCE TO THE PARK, GO SOUTH ON STATE ROUTE
 LF1400'239 FOR 0.55 MILE TO A FORK IN THE PARK ROAD.  TAKE THE RIGHT FORK
 LF1400'AND GO 0.1 MILE TO A PARKING AREA SOUTH OF THE CUSTODIANS
 LF1400'HOUSE AND A LOW LOG GATE.  PASS THRU THE GATE AND GO WEST ALONG
 LF1400'A TRACK ROAD FOR 0.05 MILE TO A FLIGHT OF STONE STEPS LEADING TO
 LF1400'THE OBSERVATION POINT AND THE STATION AS DESCRIBED.
 LF1400'
 LF1400'TO REACH THE AZIMUTH MARK FROM THE STONE STEPS, TURN LEFT AND
 LF1400'FOLLOW THE TRACK ROAD SOUTH AND THEN WEST FOR 1.0 MILE TO THE
 LF1400'TOP OF A STEEP RIDGE AND THE MARK AT THE END OF THE ROAD.
 LF1400'
 LF1400'OBSERVATIONS MADE FROM A 37 FOOT STEEL TOWER.
 LF1400'
 LF1400'A 50 FOOT SIGNAL AT HAMBURG (MRC) CAN BE SEEN AT 37 FEET.
 LF1400'
 LF1400'A 15 FOOT SIGNAL AT HAM CAN BE SEEN AT 37 FEET.
 LF1400'
 LF1400'A 37 FOOT SIGNAL AT PERU (MRC) CAN BE SEEN AT 37 FEET.
 LF1400'
 LF1400'A 64 FOOT SIGNAL AT GOWART 1934 CAN BE SEEN FROM THE GROUND.
 LF1400'
 LF1400'A 4 FOOT STAND AT JUNCTION CAN BE SEEN FROM THE GROUND.
 LF1400'
 LF1400'A 50 FOOT SIGNAL AT WYOMING CAN BE SEEN FROM THE GROUND.
 LF1400'
 LF1400'A 64 FOOT SIGNAL AT RICKETTS CAN BE SEEN FROM THE GROUND.
 LF1400'
 LF1400'A 4 FOOT STAND AT PUGH (MRC) 1934 CAN BE SEEN FROM 37 FEET.
 LF1400'
 LF1400'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0994 ***********************************************************************
 OP0994  DESIGNATION -  PARK RM 1
 OP0994  PID         -  OP0994
 OP0994  STATE/COUNTY-  IA/KOSSUTH
 OP0994  USGS QUAD   -  LEDYARD (1972)
 OP0994
 OP0994                         *CURRENT SURVEY CONTROL
 OP0994  ___________________________________________________________________
 OP0994* NAD 83(1996)-  43 22 59.76758(N)    094 13 00.80381(W)     ADJUSTED  
 OP0994* NAVD 88     -       356.3    (meters)    1169.     (feet)  VERTCON   
 OP0994  ___________________________________________________________________
 OP0994  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 OP0994  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 OP0994
 OP0994  HORZ ORDER  -  SECOND
 OP0994
 OP0994.The horizontal coordinates were established by classical geodetic methods
 OP0994.and adjusted by the National Geodetic Survey in May 1999..
 OP0994
 OP0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0994
 OP0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0994
 OP0994.The geoid height was determined by GEOID03.
 OP0994
 OP0994;                    North         East     Units Scale Factor Converg.
 OP0994;SPC IA N     - 1,209,442.879 1,441,908.081   MT  1.00002339   -0 29 09.1
 OP0994;UTM  15      - 4,804,096.604   401,431.594   MT  0.99971951   -0 50 09.3
 OP0994
 OP0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0994!SPC IA N     -   0.99994861  x   1.00002339  =   0.99997199
 OP0994!UTM  15      -   0.99994861  x   0.99971951  =   0.99966813
 OP0994
 OP0994:                Primary Azimuth Mark                     Grid Az
 OP0994:SPC IA N     -  LAKOTA                                   092 48 13.0
 OP0994:UTM  15      -  LAKOTA                                   093 09 13.2
 OP0994
 OP0994|---------------------------------------------------------------------|
 OP0994| PID    Reference Object                     Distance      Geod. Az  |
 OP0994|                                                           dddmmss.s |
 OP0994| OP0989 LAKOTA                              APPROX.10.1 KM 0921903.9 |
 OP0994| OP0995 PARK                                  9.423 METERS 32520     |
 OP0994|---------------------------------------------------------------------|
 OP0994
 OP0994                          SUPERSEDED SURVEY CONTROL
 OP0994
 OP0994  NAD 83(1996)-  43 22 59.76755(N)    094 13 00.80382(W) AD(       ) 2
 OP0994  NAD 83(1986)-  43 22 59.75400(N)    094 13 00.80168(W) AD(       ) 2
 OP0994  NAD 27      -  43 22 59.90622(N)    094 12 59.93858(W) AD(       ) 2
 OP0994  NGVD 29 (07/19/86)  356.2    (m)         1169.     (f) VERT ANG       
 OP0994
 OP0994.Superseded values are not recommended for survey control.
 OP0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0994.See file dsdata.txt to determine how the superseded data were derived.
 OP0994
 OP0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0143204097(NAD 83)
 OP0994_MARKER: DR = REFERENCE MARK DISK
 OP0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0994+STABILITY: SURFACE MOTION
 OP0994
 OP0994  HISTORY     - Date     Condition        Report By
 OP0994  HISTORY     - 1971     MONUMENTED       NGS
 OP0994
 OP0994                          STATION DESCRIPTION
 OP0994
 OP0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0994'THE STATION IS LOCATED 6 MILES WEST OF LAKOTA, 6.5 MILES NORTH
 OP0994'OF BANCROFT, AT A ROAD SIDE PARK IN THE SOUTHWEST ANGLE
 OP0994'OF THE JUNCTION OF U.S. HIGHWAY 169 AND STATE HIGHWAY 9,
 OP0994'IN SECTION 24, T 99 N, R 30 W.
 OP0994'
 OP0994'REFERENCE MARK 1, A STANDARD DISK STAMPED PARK NO 1 1971, IS
 OP0994'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 OP0994'WHICH IS FLUSH WITH THE GROUND.  IT IS 117 FEET WEST OF THE
 OP0994'CENTER OF HIGHWAY 169, ABOUT 500 FEET SOUTH OF HIGHWAY 9, 9.5
 OP0994'FEET EAST-NORTHEAST OF A WIRE FENCE ALONG THE RIGHT-OF-WAY,
 OP0994'2 FEET WEST-SOUTHWEST OF A CUTBANK EDGE, AND ABOUT 3 FEET HIGHER
 OP0994'THAN HIGHWAY 169.
 OP0994'
 OP0994'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0502 ***********************************************************************
 LE0502  CBN         -  This is a Cooperative Base Network Control Station.
 LE0502  DESIGNATION -  PARKER
 LE0502  PID         -  LE0502
 LE0502  STATE/COUNTY-  IA/WAPELLO
 LE0502  USGS QUAD   -  BLAKESBURG NE (1968)
 LE0502
 LE0502                         *CURRENT SURVEY CONTROL
 LE0502  ___________________________________________________________________
 LE0502* NAD 83(1996)-  40 58 18.35162(N)    092 30 49.36569(W)     ADJUSTED  
 LE0502* NAVD 88     -       259.5    (meters)     851.     (feet)  GPS OBS   
 LE0502  ___________________________________________________________________
 LE0502  X           -    -211,521.557 (meters)                     COMP
 LE0502  Y           -  -4,818,178.218 (meters)                     COMP
 LE0502  Z           -   4,160,204.967 (meters)                     COMP
 LE0502  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 LE0502  ELLIP HEIGHT-         226.93  (meters)          (06/15/04) GPS OBS
 LE0502  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LE0502
 LE0502  HORZ ORDER  -  B
 LE0502  ELLP ORDER  -  FOURTH    CLASS I
 LE0502
 LE0502.The horizontal coordinates were established by GPS observations
 LE0502.and adjusted by the National Geodetic Survey in August 1997..
 LE0502
 LE0502.The orthometric height was determined by GPS observations and a
 LE0502.high-resolution geoid model.
 LE0502
 LE0502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LE0502
 LE0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0502
 LE0502.The ellipsoidal height was determined by GPS observations
 LE0502.and is referenced to NAD 83.
 LE0502
 LE0502.The geoid height was determined by GEOID03.
 LE0502
 LE0502;                    North         East     Units Scale Factor Converg.
 LE0502;SPC IA S     -   108,383.263   583,011.463   MT  0.99995632   +0 38 58.8
 LE0502;UTM  15      - 4,535,736.491   540,915.025   MT  0.99962060   +0 19 07.9
 LE0502
 LE0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0502!SPC IA S     -   0.99996440  x   0.99995632  =   0.99992073
 LE0502!UTM  15      -   0.99996440  x   0.99962060  =   0.99958502
 LE0502
 LE0502:                Primary Azimuth Mark                     Grid Az
 LE0502:SPC IA S     -  OTTUMWA ST JOSEPHS HOSP STACK            052 15 13.3
 LE0502:UTM  15      -  OTTUMWA ST JOSEPHS HOSP STACK            052 35 04.2
 LE0502
 LE0502|---------------------------------------------------------------------|
 LE0502| PID    Reference Object                     Distance      Geod. Az  |
 LE0502|                                                           dddmmss.s |
 LE0502| MH0529 OTTUMWA ST JOSEPHS HOSP STACK       APPROX.12.1 KM 0525412.1 |
 LE0502| MH0533 OTTUMWA WILDWOOD ADD MUN TANK       APPROX. 6.3 KM 0540010.6 |
 LE0502| MH0534 OTTUMWA IOWA SOUTHERN UTIL STK      APPROX.10.0 KM 0610617.1 |
 LE0502| MH0537 OTTUMWA JOHN DEERE PLANT TANK       APPROX. 9.3 KM 0664721.5 |
 LE0502| MH0528 OTTUMWA JOHN DEERE PLANT STACK      APPROX. 9.4 KM 0665015.6 |
 LE0502| CL9214 PARKER AZ MK                                       0912432.0 |
 LE0502| LE0450 TV STA KTVO RELAY MAST KAN 75       APPROX. 7.0 KM 1172118.8 |
 LE0502| LE0501 PTS 11 MAC                           16.623 METERS 18741     |
 LE0502| CL9215 PARKER RM 1                          26.619 METERS 25203     |
 LE0502|---------------------------------------------------------------------|
 LE0502
 LE0502                          SUPERSEDED SURVEY CONTROL
 LE0502
 LE0502  ELLIP H (08/25/97)  226.96   (m)                       GP(       ) 4 1
 LE0502  NAD 83(1986)-  40 58 18.35523(N)    092 30 49.37755(W) AD(       ) 1
 LE0502  NAD 27      -  40 58 18.30500(N)    092 30 48.70270(W) AD(       ) 1
 LE0502
 LE0502.Superseded values are not recommended for survey control.
 LE0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0502.See file dsdata.txt to determine how the superseded data were derived.
 LE0502
 LE0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4091535736(NAD 83)
 LE0502_MARKER: DS = TRIANGULATION STATION DISK
 LE0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0502_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0502_STAMPING: PARKER 1956
 LE0502_MARK LOGO: CGS   
 LE0502_MAGNETIC: N = NO MAGNETIC MATERIAL
 LE0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0502+STABILITY: SURFACE MOTION
 LE0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0502+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1996
 LE0502
 LE0502  HISTORY     - Date     Condition        Report By
 LE0502  HISTORY     - 1956     MONUMENTED       CGS
 LE0502  HISTORY     - 19961021 GOOD             IADT
 LE0502
 LE0502                          STATION DESCRIPTION
 LE0502
 LE0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 LE0502'STATION IS ABOUT 7 MILES SOUTHWEST OF OTTUMWA, IN PASTURE LAND
 LE0502'OWNED BY MR. HARLAN PARKER WHO LIVES AT THE FIRST HOUSE SOUTH OF
 LE0502'THE STATION AND IS IN SECTION 6, T. 71 N., R. 14 W.
 LE0502'
 LE0502'TO REACH THE STATION FROM THE OVERPASS BRIDGE IN OTTUMWA, GO
 LE0502'SOUTHERLY ON U.S. HIGHWAY 63 FOR 1.7 MILES TO THE INTERSECTION OF
 LE0502'SOUTH MADISON AVENUE AND EAST MARY STREET, TURN RIGHT AND GO WEST
 LE0502'ON EAST MARY STREET, THEN BECOMING WEST MARY STREET FOR 1.15
 LE0502'MILES TO THE END OF PAVED STREET, CONTINUE WEST ON COUNTY ROAD
 LE0502'C, GRAVEL FOR 2.95 MILES TO A SCHOOLHOUSE ON THE LEFT, CONTINUE
 LE0502'WEST ON GRAVEL ROAD FOR 0.7 MILE TO A SIDE ROAD ON THE LEFT,
 LE0502'TURN LEFT AND GO SOUTH AND WEST ON GRAVEL ROAD FOR 1.3 MILES
 LE0502'TO A T-INTERSECTION, (TURN LEFT AND GO EAST ON GRAVEL ROAD
 LE0502'FOR 0.3 MILE TO THE FARM HOME OF MR. JAMES POWERS AND THE
 LE0502'AZIMUTH MARK ON THE RIGHT.) TURN RIGHT AND GO WEST ON
 LE0502'GRAVEL ROAD FOR 0.2 MILES TO WHERE THE ROAD TURNS TO THE
 LE0502'SOUTH AND A LANE LEADING WEST AND THE STATION ON THE RIGHT.
 LE0502'
 LE0502'STATION MARKS, ARE STANDARD DISKS STAMPED PARKER 1956.  THE
 LE0502'SURFACE DISK IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS
 LE0502'LEVEL WITH THE GROUND SURFACE.  IT IS 91 FEET NORTH-NORTHWEST OF
 LE0502'THE CENTER OF A GRAVEL ROAD, 75 FEET WEST OF A NORTH-SOUTH FENCE
 LE0502'LINE, 39 FEET NORTH OF THE CENTER OF A LANE AND 31 FEET
 LE0502'NORTH-NORTHWEST OF A FENCE CORNER POST.  THE STATION UNDERGROUND
 LE0502'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 LE0502'THE GROUND SURFACE.
 LE0502'
 LE0502'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PARKER NO 1 1956,
 LE0502'IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 LE0502'IT IS 94 FEET WEST OF A FENCE CORNER POST, 9 FEET NORTH OF THE
 LE0502'CENTER OF A LANE AND 6 INCHES NORTH OF AN EAST-WEST FENCE LINE.
 LE0502'
 LE0502'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 LE0502'STAMPED STA. NO 11 MAC 1923, SET IN THE TOP OF A 8 INCH SQUARE
 LE0502'CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 16 FEET SOUTH OF
 LE0502'THE CENTER OF A LANE, 9 FEET SOUTHWEST OF A FENCE CORNER
 LE0502'POST AND 4 FEET WEST OF A NORTH-SOUTH FENCE LINE.  A STANDARD
 LE0502'WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 LE0502'
 LE0502'AZIMUTH MARK, A STANDARD DISK STAMPED PARKER 1956, IS SET IN THE
 LE0502'TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 60.5
 LE0502'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, 28 FEET
 LE0502'SOUTH OF THE CENTER OF A GRAVEL ROAD, 16 FEET EAST OF THE CENTER
 LE0502'OF DRIVEWAY AND 5 FEET NORTH OF POWER LINE POLE WITH TRANSFORMER.
 LE0502'A STANDARD WITNESS POST WAS SET 1.5 FEET EAST OF THE MARK.
 LE0502'
 LE0502'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LE0502
 LE0502                          STATION RECOVERY (1996)
 LE0502
 LE0502'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (AAW)
 LE0502'RECOVERED IN 1996 BY IOWA DOT.  THE STATION IS LOCATED NEAR THE SOUTH
 LE0502'1/4 CORNER OF SECTION 6, T 71 N, R 14 W, ON THE NORTHWEST SIDE OF AN
 LE0502'ANGLED ROAD INTERSECTION IN A PASTURE.  TO REACH THE STATION FROM THE
 LE0502'INTERSECTION OF U.S.  HWY 63 AND MARY STREET (COUNTY ROAD H 41) ON THE
 LE0502'SOUTH SIDE OF OTTUMWA, GO WEST ON MARY STREET FOR 2.75 MI (4.43 KM) TO
 LE0502'THE EDGE OF THE CITY LIMITS.  CONTINUE WEST ON COUNTY ROAD H 41 FOR
 LE0502'2.4 MI (3.9 KM) TO A GRAVEL ROAD SOUTH.  TURN LEFT AND GO SOUTH ON
 LE0502'GRAVEL ROAD FOR 1.35 MI (2.17 KM) TO A T-INTERSECTION WITH 60TH STREET
 LE0502'(GRAVEL) .  TURN RIGHT AND GO WEST ON 60TH STREET FOR 0.2 MI (0.3 KM)
 LE0502'TO WHERE THE ROAD ANGLES SOUTH (180TH AVE.) AND THE STATION IN THE
 LE0502'PASTURE ON THE RIGHT, NORTHWEST OF THE ANGLE. THERE IS A PINK STATE
 LE0502'HARN SURVEY SIGN SET 0.3 M (1.0 FT) NORTH OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0651 ***********************************************************************
 NK0651  DESIGNATION -  PARKERSBURG MUNICIPAL TANK
 NK0651  PID         -  NK0651
 NK0651  STATE/COUNTY-  IA/BUTLER
 NK0651  USGS QUAD   -  PARKERSBURG (1980)
 NK0651
 NK0651                         *CURRENT SURVEY CONTROL
 NK0651  ___________________________________________________________________
 NK0651* NAD 83(1996)-  42 34 35.71409(N)    092 47 17.66103(W)     ADJUSTED  
 NK0651* NAVD 88     -                                                        
 NK0651  ___________________________________________________________________
 NK0651  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 NK0651  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 NK0651
 NK0651  HORZ ORDER  -  THIRD
 NK0651
 NK0651.The horizontal coordinates were established by classical geodetic methods
 NK0651.and adjusted by the National Geodetic Survey in May 1999..
 NK0651
 NK0651
 NK0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0651
 NK0651.The geoid height was determined by GEOID03.
 NK0651
 NK0651;                    North         East     Units Scale Factor Converg.
 NK0651;SPC IA N     - 1,119,829.226 1,558,430.775   MT  0.99994663   +0 28 56.6
 NK0651;UTM  15      - 4,713,819.003   517,378.322   MT  0.99960372   +0 08 35.8
 NK0651
 NK0651                          SUPERSEDED SURVEY CONTROL
 NK0651
 NK0651  NAD 83(1996)-  42 34 35.71420(N)    092 47 17.66177(W) AD(       ) 4
 NK0651  NAD 83(1986)-  42 34 35.71149(N)    092 47 17.65464(W) AD(       ) 4
 NK0651  NAD 27      -  42 34 35.79700(N)    092 47 16.96600(W) AD(       ) 3
 NK0651
 NK0651.Superseded values are not recommended for survey control.
 NK0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0651.See file dsdata.txt to determine how the superseded data were derived.
 NK0651
 NK0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1737813819(NAD 83)
 NK0651_MARKER: 51 = TANK
 NK0651
 NK0651  HISTORY     - Date     Condition        Report By
 NK0651  HISTORY     - 1938     FIRST OBSERVED   CGS
 NK0651
 NK0651                          STATION DESCRIPTION
 NK0651
 NK0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0651'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 NK0651'TANK OF PARKERSBURG.  STRUCTURE IS STEEL PAINTED BLACK WITH
 NK0651'WHITE TOP.  STATION NOT VISITED.
 NK0651'
 NK0651'OBSERVED UPON FROM TRIANGULATION STATIONS.  KESLEY, ALLISON
 NK0651'MAGNETIC, AND BROCKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0748 ***********************************************************************
 NK0748  DESIGNATION -  PASKIN
 NK0748  PID         -  NK0748
 NK0748  STATE/COUNTY-  IA/WRIGHT
 NK0748  USGS QUAD   -  RENWICK (1972)
 NK0748
 NK0748                         *CURRENT SURVEY CONTROL
 NK0748  ___________________________________________________________________
 NK0748* NAD 83(1996)-  42 49 11.47005(N)    093 53 52.97237(W)     ADJUSTED  
 NK0748* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 NK0748  ___________________________________________________________________
 NK0748  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 NK0748  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 NK0748
 NK0748  HORZ ORDER  -  FIRST
 NK0748
 NK0748.The horizontal coordinates were established by classical geodetic methods
 NK0748.and adjusted by the National Geodetic Survey in May 1999..
 NK0748
 NK0748.The orthometric height was scaled from a topographic map.
 NK0748
 NK0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0748
 NK0748.The geoid height was determined by GEOID03.
 NK0748
 NK0748;                    North         East     Units Scale Factor Converg.
 NK0748;SPC IA N     - 1,146,682.034 1,467,449.914   MT  0.99994889   -0 16 11.2
 NK0748;UTM  15      - 4,741,201.135   426,587.882   MT  0.99966630   -0 36 37.5
 NK0748
 NK0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0748!SPC IA N     -   0.99994898  x   0.99994889  =   0.99989788
 NK0748!UTM  15      -   0.99994898  x   0.99966630  =   0.99961530
 NK0748
 NK0748|---------------------------------------------------------------------|
 NK0748| PID    Reference Object                     Distance      Geod. Az  |
 NK0748|                                                           dddmmss.s |
 NK0748| CI6108 PASKIN RM 1                          57.623 METERS 01937     |
 NK0748| NK0747 KANAWHA MUNICIPAL TANK              APPROX.15.4 KM 0332428.9 |
 NK0748| CI6109 PASKIN RM 2                          32.736 METERS 09526     |
 NK0748| NK0740 CLARION CITY WATER TANK             APPROX.16.7 KM 1261142.1 |
 NK0748| NK0745 EAGLE GROVE IOWA POWER CO STK       APPROX.17.1 KM 1811329.6 |
 NK0748| NK0744 EAGLE GROVE MUNICIPAL SPIPE         APPROX.17.2 KM 1811430.5 |
 NK0748| NK0743 EAGLE GROVE RDHSE SMOKESTACK        APPROX.16.8 KM 1814018.6 |
 NK0748| NK0742 GOLDFIELD MUNICIPAL TANK            APPROX. 9.7 KM 1911528.9 |
 NK0748| CI6107 PASKIN AZ MK                                       2632258.3 |
 NK0748| NK0749 RENWICK MUNICIPAL TANK              APPROX. 6.6 KM 2782249.8 |
 NK0748| NL0705 LUVERNE MUNICIPAL TANK              APPROX.18.1 KM 3023409.4 |
 NK0748|---------------------------------------------------------------------|
 NK0748
 NK0748                          SUPERSEDED SURVEY CONTROL
 NK0748
 NK0748  NAD 83(1996)-  42 49 11.46995(N)    093 53 52.97151(W) AD(       ) 1
 NK0748  NAD 83(1986)-  42 49 11.46306(N)    093 53 52.96294(W) AD(       ) 1
 NK0748  NAD 27      -  42 49 11.56000(N)    093 53 52.15600(W) AD(       ) 1
 NK0748
 NK0748.Superseded values are not recommended for survey control.
 NK0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0748.See file dsdata.txt to determine how the superseded data were derived.
 NK0748
 NK0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH2658841201(NAD 83)
 NK0748_MARKER: DS = TRIANGULATION STATION DISK
 NK0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0748
 NK0748  HISTORY     - Date     Condition        Report By
 NK0748  HISTORY     - 1938     MONUMENTED       CGS
 NK0748  HISTORY     - 1972     GOOD             USGS
 NK0748
 NK0748                          STATION DESCRIPTION
 NK0748
 NK0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0748'STATION IS LOCATED ABOUT 10 MILES NW OF CLARION AND 4 MILES
 NK0748'E OF RENWICK IN THE SE 1/4 OF SEC. 34, T 93 N, R 26 W, ON
 NK0748'LAND OWNED AND OCCUPIED BY WILLIAM PASKIN.
 NK0748'
 NK0748'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NK0748'BRONZE DISKS SET IN CONCRETE.
 NK0748'
 NK0748'MARK IS SET IN SW CORNER OF FARMYARD, W OF HOUSE,
 NK0748'FLUSH WITH GROUND, 47 FEET N OF E-W GRAVELED ROAD, 13
 NK0748'FEET E OF N-S FENCE, 12.5 FEET N OF E-W FENCE AND 108 FEET
 NK0748'W OF W FENCE OF FARMHOUSE YARD.
 NK0748'
 NK0748'REACHED FROM RENWICK, JUNCTION OF COUNTY ROAD U AND IOWA
 NK0748'60 AT E SIDE OF TOWN, GO N ON IOWA 60 FOR 0.5 MILE WHERE
 NK0748'COUNTY ROAD U TURNS E, THENCE E ON GRAVEL 3.0 MILES TO CROSSROADS,
 NK0748'THENCE RIGHT, S ON GRAVEL 1.0 MILE TO CROSSROADS, THENCE
 NK0748'E 0.75 MILE TO PASKIN FARM AND STATION IN SW CORNER OF FARMYARD.
 NK0748'
 NK0748'REFERENCE MARK NO. 1 IS NNE OF STATION, SET AT SW CORNER
 NK0748'OF CORN CRIB. FLUSH WITH GROUND.  DISTANCE = 189.05
 NK0748'FEET.  REFERENCE MARK NO. 2 IS E OF STATION IN W FENCE OF
 NK0748'FARMHOUSE YARD, E SIDE OF FARM DRIVE, 3 FEET N OF SE FENCE
 NK0748'CORNER. FLUSH WITH GROUND.  DISTANCE = 107.40 FEET.
 NK0748'
 NK0748'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE WSW OF STATION,
 NK0748'PROJECTS 8 INCHES, SET IN N-S FENCE, E FENCE OF BARNYARD,
 NK0748'130 FEET S OF CENTER LINE OF E-W ROAD, 45 FEET N OF NW CORNER
 NK0748'OF LAUNDRY SHED.  FROM STATION GO W 0.35 MILE TO FARM BUILDINGS
 NK0748'ON S SIDE OF ROAD AND MARK.
 NK0748'
 NK0748'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NK0748
 NK0748                          STATION RECOVERY (1972)
 NK0748
 NK0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 NK0748'STATION AND ALL SURFACE MARKS FOUND IN GOOD CONDITION.
 NK0748'
 NK0748'DISTANCES AND DIRECTIONS CHECKED OK.
 NK0748'
 NK0748'ORIGINAL DESCRIPTION ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1176 ***********************************************************************
 MJ1176  DESIGNATION -  PATTEN
 MJ1176  PID         -  MJ1176
 MJ1176  STATE/COUNTY-  IA/SHELBY
 MJ1176  USGS QUAD   -  EARLING (1971)
 MJ1176
 MJ1176                         *CURRENT SURVEY CONTROL
 MJ1176  ___________________________________________________________________
 MJ1176* NAD 83(1996)-  41 45 00.47516(N)    095 23 16.49810(W)     ADJUSTED  
 MJ1176* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 MJ1176  ___________________________________________________________________
 MJ1176  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 MJ1176  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 MJ1176
 MJ1176  HORZ ORDER  -  FIRST
 MJ1176
 MJ1176.The horizontal coordinates were established by classical geodetic methods
 MJ1176.and adjusted by the National Geodetic Survey in May 1999..
 MJ1176
 MJ1176.The orthometric height was scaled from a topographic map.
 MJ1176
 MJ1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1176
 MJ1176.The geoid height was determined by GEOID03.
 MJ1176
 MJ1176;                    North         East     Units Scale Factor Converg.
 MJ1176;SPC IA S     -   196,059.375   342,987.520   MT  0.99999427   -1 14 36.9
 MJ1176;SPC IA N     - 1,029,537.620 1,342,975.961   MT  1.00007250   -1 16 46.3
 MJ1176;UTM  15      - 4,624,790.062   301,460.079   MT  1.00008509   -1 35 26.1
 MJ1176
 MJ1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1176!SPC IA S     -   0.99993527  x   0.99999427  =   0.99992954
 MJ1176!SPC IA N     -   0.99993527  x   1.00007250  =   1.00000776
 MJ1176!UTM  15      -   0.99993527  x   1.00008509  =   1.00002035
 MJ1176
 MJ1176|---------------------------------------------------------------------|
 MJ1176| PID    Reference Object                     Distance      Geod. Az  |
 MJ1176|                                                           dddmmss.s |
 MJ1176| CL8085 PATTEN RM 1                          81.495 METERS 00137     |
 MJ1176| MJ1156 IRWIN MUNICIPAL TANK                APPROX.16.0 KM 0713955.2 |
 MJ1176| CL8084 PATTEN AZ MK                                       1052820.6 |
 MJ1176| CL8087 PATTEN RM 2 RESET                                  14920     |
 MJ1176| MJ1167 HARLAN MUNICIPAL TANK               APPROX.11.6 KM 1554353.4 |
 MJ1176| CL8086 PATTEN RM 2                          81.531 METERS 17043     |
 MJ1176| MJ1171 WESTPHALIA ST BONIFACES CHURCH      APPROX. 3.3 KM 1902437.3 |
 MJ1176| MJ1298 PORTSMOUTH CHURCH STEEPLE           APPROX.16.3 KM 2250919.8 |
 MJ1176| MJ1299 PORTSMOUTH MUNICIPAL STANDPIPE      APPROX.15.8 KM 2254434.8 |
 MJ1176| MJ1178 EARLING CATH CH STEEPLE             APPROX. 3.7 KM 3194115.9 |
 MJ1176| MJ1179 EARLING MUNICIPAL TANK              APPROX. 3.9 KM 3195803.0 |
 MJ1176|---------------------------------------------------------------------|
 MJ1176
 MJ1176                          SUPERSEDED SURVEY CONTROL
 MJ1176
 MJ1176  NAD 83(1996)-  41 45 00.47607(N)    095 23 16.50183(W) AD(       ) 1
 MJ1176  NAD 83(1986)-  41 45 00.47709(N)    095 23 16.50321(W) AD(       ) 1
 MJ1176  NAD 27      -  41 45 00.52300(N)    095 23 15.49800(W) AD(       ) 1
 MJ1176
 MJ1176.Superseded values are not recommended for survey control.
 MJ1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1176.See file dsdata.txt to determine how the superseded data were derived.
 MJ1176
 MJ1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0146024790(NAD 83)
 MJ1176_MARKER: DS = TRIANGULATION STATION DISK
 MJ1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1176
 MJ1176  HISTORY     - Date     Condition        Report By
 MJ1176  HISTORY     - 1930     MONUMENTED       CGS
 MJ1176  HISTORY     - 1950     GOOD             CGS
 MJ1176
 MJ1176                          STATION DESCRIPTION
 MJ1176
 MJ1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MJ1176'STATION ABOUT 7-1/2 MILES NW OF HARLAN, 2 MILES SE OF EARLING,
 MJ1176'AND 2 MILES N OF WESTPHALIA, ON LAND OWNED AND OCCUPIED BY
 MJ1176'HENRY PATTEN.  STATION IS 270 FEET S, AND 12 FEET W OF THE NE
 MJ1176'CORNER OF SW 40 OF SE 1/4 SEC. 9, T 80 N, R 39 W.  THE
 MJ1176'STATION MARK IS IN CULTIVATED LAND ABOUT 1-1/2 FEET BELOW
 MJ1176'THE SURFACE.
 MJ1176'
 MJ1176'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 MJ1176'BRONZE DISKS SET IN CONCRETE.
 MJ1176'
 MJ1176'REFERENCE MARK NO. 1 IS AT FENCE CORNER IN THE NW CORNER OF
 MJ1176'THE ABOVE DESCRIBED 40 OF SECTION 9.  REFERENCE MARK NO. 2
 MJ1176'IS NEAR THE NE FENCE CORNER WHERE THE PRIVATE ROAD TO HENRY
 MJ1176'PATTENS HOUSE TURNS N FROM THE E AND W SECTION-LINE ROAD WHICH
 MJ1176'RUNS S OF SECTION 9.
 MJ1176'
 MJ1176'STATION IS REACHED FROM WESTPHALIA BY FOLLOWING ROAD N FROM
 MJ1176'CENTER OF VILLAGE FOR 1 MILE TO WHERE IT TURNS E, THENCE E 1/2
 MJ1176'MILE, THENCE N 1 MILE TO A CORNER.  TURN W 250 YARDS TO A
 MJ1176'LANE AND FOLLOW LANE N ABOUT 300 METERS TO HENRY PATTENS HOUSE.
 MJ1176'STATION IS ABOUT 100 FEET IN A NORTHWESTERLY DIRECTION FROM HIS
 MJ1176'FARM BUILDINGS.
 MJ1176'
 MJ1176'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MJ1176
 MJ1176                          STATION RECOVERY (1950)
 MJ1176
 MJ1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1176'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 MJ1176'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 MJ1176'NO. 1 WAS CHECKED.  AN AZIMUTH MARK AND A NEW REFERENCE MARK
 MJ1176'NO. 2 WERE ESTABLISHED.  THE DISTANCE TO R.M. NO. 1 IS 267.37
 MJ1176'FEET INSTEAD OF 237.37 METERS AS STATED IN ORIGINAL DESCRIPTION.
 MJ1176'A COMPLETE NEW DESCRIPTION FOLLOWS.  STATION IS LOCATED ABOUT
 MJ1176'2 MILES NORTH OF WESTPHALIA AND 2 MILES SOUTHEAST OF EARLING
 MJ1176'IN A CULTIVATED FIELD. STATION IS 100 FEET NORTH OF GATE
 MJ1176'POST, 14 FEET WEST OF FENCELINE AND 13.5 FEET WEST OF WITNESS
 MJ1176'POST.  THE MARK IS ABOUT 2 FEET UNDERGROUND AND THE DISK IS
 MJ1176'STAMPED PATTEN 1930.
 MJ1176'
 MJ1176'REFERENCE MARK NO. 1 IS 2.5 FEET SOUTHWEST OF FENCE CORNER
 MJ1176'AND 1 FOOT SOUTHEAST OF WITNESS POST.  THE MARK PROJECTS
 MJ1176'ABOUT 3 INCHES AND THE DISK IS STAMPED PATTEN NO 1 1930.
 MJ1176'
 MJ1176'REFERENCE MARK NO. 2 IS 3 FEET NORTHEAST OF A GATE POST IN
 MJ1176'YARD FENCE AND 1 FOOT NORTH OF FENCE.  THE MARK IS FLUSH
 MJ1176'WITH THE GROUND AND THE DISK IS STAMPED PATTEN NO 2 1950.
 MJ1176'
 MJ1176'AZIMUTH MARK IS 22 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 MJ1176'DIRT ROAD, 4 FEET WEST OF WITNESS POST AND 1 FOOT SOUTH OF
 MJ1176'FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 MJ1176'STAMPED PATTEN 1950.
 MJ1176'
 MJ1176'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 59 AND THE MAIN
 MJ1176'STREET TO DEFIANCE GO SOUTH ON U.S. HIGHWAY 59 FOR 3.5 MILES
 MJ1176'TO JUNCTION WITH STATE HIGHWAY 37.  TURN RIGHT AND GO WEST
 MJ1176'ON STATE HIGHWAY 37 FOR 3.0 MILES TO CROSSROADS.  TURN LEFT
 MJ1176'AND GO SOUTH ON DIRT ROAD FOR 2.15 MILES TO CROSSROADS.  TURN
 MJ1176'RIGHT AND GO WEST FOR 0.25 MILE TO LANE LEADING TO FARM.  TURN
 MJ1176'RIGHT AND GO NORTH ON LANE FOR 0.15 MILE TO HOUSE AND BARN
 MJ1176'LOT.  GO NORTHWEST ACROSS YARD TO GATE LEADING TO FIELD
 MJ1176'IN NORTHWEST CORNER OF YARD.  GO NORTH ALONG WEST SIDE OF
 MJ1176'NORTH-SOUTH FENCE FOR ABOUT 100 FEET TO STATION AS DESCRIBED.  TO
 MJ1176'REACH AZIMUTH MARK FROM STATION RETURN TO ROAD WHERE
 MJ1176'DESCRIPTION ENTERS LANE.  GO EAST FOR 0.25 MILE TO
 MJ1176'CROSSROADS.  CONTINUE EAST FOR 0.5 MILE TO AZIMUTH MARK ON
 MJ1176'LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.
 MJ1176'
 MJ1176'OBSERVATIONS TAKEN FROM A 90 FOOT STEEL TOWER.
 MJ1176'
 MJ1176'A 4 FOOT SIGNAL AT STATION GREELEY IS V.G.
 MJ1176'
 MJ1176'A 74 FOOT SIGNAL AT STATION IRWIN 1930 IS V.G.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1165 ***********************************************************************
 OO1165  DESIGNATION -  PATTON RESET
 OO1165  PID         -  OO1165
 OO1165  STATE/COUNTY-  IA/CERRO GORDO
 OO1165  USGS QUAD   -  BURCHINAL (1972)
 OO1165
 OO1165                         *CURRENT SURVEY CONTROL
 OO1165  ___________________________________________________________________
 OO1165* NAD 83(1996)-  43 05 23.25993(N)    093 21 28.82241(W)     ADJUSTED  
 OO1165* NAVD 88     -       384.9    (meters)    1263.     (feet)  VERTCON   
 OO1165  ___________________________________________________________________
 OO1165  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 OO1165  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 OO1165
 OO1165  HORZ ORDER  -  FIRST
 OO1165
 OO1165.The horizontal coordinates were established by classical geodetic methods
 OO1165.and adjusted by the National Geodetic Survey in May 1999..
 OO1165
 OO1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1165
 OO1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1165
 OO1165.The geoid height was determined by GEOID03.
 OO1165
 OO1165;                    North         East     Units Scale Factor Converg.
 OO1165;SPC IA N     - 1,176,602.195 1,511,561.112   MT  0.99997247   +0 05 46.4
 OO1165;UTM  15      - 4,770,848.582   470,862.018   MT  0.99961044   -0 14 40.5
 OO1165
 OO1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1165!SPC IA N     -   0.99994407  x   0.99997247  =   0.99991654
 OO1165!UTM  15      -   0.99994407  x   0.99961044  =   0.99955453
 OO1165
 OO1165:                Primary Azimuth Mark                     Grid Az
 OO1165:SPC IA N     -  MASON CITY AMER SUGAR BEET CHY           046 35 55.5
 OO1165:UTM  15      -  MASON CITY AMER SUGAR BEET CHY           046 56 22.4
 OO1165
 OO1165|---------------------------------------------------------------------|
 OO1165| PID    Reference Object                     Distance      Geod. Az  |
 OO1165|                                                           dddmmss.s |
 OO1165| OO1153 MASON CITY AMER SUGAR BEET CHY      APPROX.16.3 KM 0464141.9 |
 OO1165| OO1142 NORA SPRINGS ATT MICROWAVE          APPROX.20.9 KM 0650841.9 |
 OO1165| OO1156 MASON CITY W MUN TANK               APPROX.13.5 KM 0694700.4 |
 OO1165| NK0678 SHEFFIELD WATER TANK                APPROX.24.3 KM 1531506.1 |
 OO1165| CI6113 PATTON RM 1                         123.368 METERS 26140     |
 OO1165| OO1170 CLEAR LAKE S MUN TANK               APPROX. 3.8 KM 3163917.0 |
 OO1165| OO1176 CLEAR LAKE NW MUN TANK              APPROX. 7.3 KM 3220936.1 |
 OO1165| CI6114 PATTON RM 2                          47.366 METERS 32539     |
 OO1165| OO1175 CLEAR LAKE N MUN TANK               APPROX. 5.4 KM 3375741.6 |
 OO1165| CI6112 PATTON AZ MK                                       3512859.4 |
 OO1165|---------------------------------------------------------------------|
 OO1165
 OO1165                          SUPERSEDED SURVEY CONTROL
 OO1165
 OO1165  NAD 83(1996)-  43 05 23.25992(N)    093 21 28.82235(W) AD(       ) 1
 OO1165  NAD 83(1986)-  43 05 23.25246(N)    093 21 28.81398(W) AD(       ) 1
 OO1165  NAD 27      -  43 05 23.39500(N)    093 21 28.07600(W) AD(       ) 1
 OO1165  NGVD 29 (07/19/86)  384.9    (m)         1263.     (f) VERT ANG       
 OO1165
 OO1165.Superseded values are not recommended for survey control.
 OO1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1165.See file dsdata.txt to determine how the superseded data were derived.
 OO1165
 OO1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH7086270849(NAD 83)
 OO1165_MARKER: DS = TRIANGULATION STATION DISK
 OO1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1165_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1165
 OO1165  HISTORY     - Date     Condition        Report By
 OO1165  HISTORY     - 1970     MONUMENTED       NGS
 OO1165  HISTORY     - 1971     GOOD             NGS
 OO1165
 OO1165                          STATION DESCRIPTION
 OO1165
 OO1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OO1165'THE STATION SURFACE MARK HAS BEEN DESTROYED BY FARMING OPERATIONS.
 OO1165'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE
 OO1165'MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION. THE
 OO1165'DISTANCE TO REFERENCE MARK NO. 1 CHECKED AND ALSO THE DIRECTION
 OO1165'WAS CHECKED.  THE DISTANCE TO REFERENCE MARK NO. 2 FAILED TO
 OO1165'CHECK BY 0.09 FEET AND THE DIRECTION FAILED TO CHECK BY 16
 OO1165'MINUTES 37 SECONDS.
 OO1165'
 OO1165'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 OO1165'MARK, ALSO A AZIMUTH MARK WAS SET AND AZIMUTH CAN BE OBTAINED
 OO1165'FROM THE SHEFFIELD WATER TANK 1926.
 OO1165'
 OO1165'FOLLOWING IS A NEW DESCRIPTION.
 OO1165'
 OO1165'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 OO1165'STATE HIGHWAY 107 AT THE NORTH SIDE OF CLEAR LAKE, GO SOUTH
 OO1165'ON STATE HIGHWAY 107 FOR 3.25 MILES TO A CROSSROAD.  TURN LEFT
 OO1165'AND GO EAST ON A GRAVELED ROAD FOR 1.0 MILE TO A SECTION LINE
 OO1165'ROAD ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT
 OO1165'AND GO SOUTH ON THE SECTION LINE ROAD FOR 0.55 MILE TO TOP OF
 OO1165'HILL AND THE STATION ON THE LEFT ON THE HIGHEST POINT OF A
 OO1165'CULTIVATED FIELD.
 OO1165'
 OO1165'STATION SURFACE MARK, A STANDARD DISK STAMPED PATTON 1926
 OO1165'1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 18
 OO1165'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 500 FEET EAST OF
 OO1165'THE SECTION LINE FENCE ON THE WEST SIDE OF ROAD, 470 FEET EAST
 OO1165'OF THE CENTER OF DIRT ROAD, AND 153 FEET SOUTH-SOUTHEAST OF THE
 OO1165'FENCELINE AT REFERENCE MARK NO. 2.  THE UNDERGROUND MARK,
 OO1165'A STANDARD DISK STAMPED PATTON 1926, IS SET IN THE TOP OF AN
 OO1165'IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF THE
 OO1165'GROUND.
 OO1165'
 OO1165'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PATTON NO. 1 1926,
 OO1165'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 OO1165'THE SURFACE OF THE GROUND.  IT IS 188 FEET SOUTH OF A T-FENCE
 OO1165'CORNER, 30 FEET EAST OF THE CENTER OF DIRT ROAD, AND 1 FOOT EAST
 OO1165'OF A METAL WITNESS POST.
 OO1165'
 OO1165'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PATTON NO. 2
 OO1165'1926, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 OO1165'5 INCHES.  IT IS 311 FEET EAST OF THE FENCE CORNER POST AND 2
 OO1165'FEET SOUTH OF A FENCE.
 OO1165'
 OO1165'AZIMUTH MARK, A STANDARD DISK STAMPED PATTON 1926 1970, IS SET
 OO1165'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 OO1165'IT IS 44 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 13.5 FEET
 OO1165'WEST OF THE CENTER OF A FARM APPROACH, 2 FEET SOUTHWEST OF THE
 OO1165'EAST BRACE POST IN FENCELINE, AND 1 FOOT EAST OF A METAL
 OO1165'WITNESS POST.
 OO1165'
 OO1165'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2
 OO1165'MILES SE OF CLEAR LAKE.
 OO1165
 OO1165                          STATION RECOVERY (1971)
 OO1165
 OO1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JWC)
 OO1165'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 OO1165'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED
 OO1165'BY L.F.S. IN 1970.  DUE TO THE STATION MARK BEING IN A CORN FIELD
 OO1165'AND THE REFERENCE MARKS BEING ON THE EDGE OF THE CORN FIELD,
 OO1165'THE DISTANCE WAS NOT CHECKED TO THE REFERENCE MARKS.  THE
 OO1165'DIRECTION TO REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 OO1165'CHECKED.  THE 1970 DESCRIPTION IS ADEQUATE TO RECOVER ALL MARKS
 OO1165'AND TO REACH THE STATION.
 OO1165'
 OO1165'NOTE--REFERENCE MARK MEASUREMENTS ARE 1970 MEASUREMENTS.
 OO1165'
 OO1165'HEIGHT OF LIGHT ABOVE STATION MARK 74.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1152 ***********************************************************************
 LF1152  DESIGNATION -  PAUL
 LF1152  PID         -  LF1152
 LF1152  STATE/COUNTY-  IA/FREMONT
 LF1152  USGS QUAD   -  MC PAUL (1984)
 LF1152
 LF1152                         *CURRENT SURVEY CONTROL
 LF1152  ___________________________________________________________________
 LF1152* NAD 83(1996)-  40 47 37.97834(N)    095 48 55.56071(W)     ADJUSTED  
 LF1152* NAVD 88     -       285.099  (meters)     935.36   (feet)  ADJUSTED  
 LF1152  ___________________________________________________________________
 LF1152  LAPLACE CORR-          -9.96  (seconds)                    DEFLEC99
 LF1152  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 LF1152  DYNAMIC HT  -         284.956 (meters)     934.89  (feet)  COMP
 LF1152  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 LF1152
 LF1152  HORZ ORDER  -  THIRD
 LF1152  VERT ORDER  -  SECOND    CLASS 0
 LF1152
 LF1152.The horizontal coordinates were established by classical geodetic methods
 LF1152.and adjusted by the National Geodetic Survey in May 1999..
 LF1152
 LF1152.The orthometric height was determined by differential leveling
 LF1152.and adjusted by the National Geodetic Survey in June 1991..
 LF1152
 LF1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1152
 LF1152.The geoid height was determined by GEOID03.
 LF1152
 LF1152.The dynamic height is computed by dividing the NAVD 88
 LF1152.geopotential number by the normal gravity value computed on the
 LF1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1152.degrees latitude (g = 980.6199 gals.).
 LF1152
 LF1152.The modeled gravity was interpolated from observed gravity values.
 LF1152
 LF1152;                    North         East     Units Scale Factor Converg.
 LF1152;SPC IA S     -    90,760.002   304,613.228   MT  0.99997345   -1 31 30.6
 LF1152;SPC NE       -   115,190.314   852,932.417   MT  0.99973521   +2 46 23.2
 LF1152;UTM  15      - 4,519,691.070   262,467.474   MT  1.00029451   -1 50 25.1
 LF1152
 LF1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1152!SPC IA S     -   0.99995980  x   0.99997345  =   0.99993325
 LF1152!SPC NE       -   0.99995980  x   0.99973521  =   0.99969502
 LF1152!UTM  15      -   0.99995980  x   1.00029451  =   1.00025430
 LF1152
 LF1152|---------------------------------------------------------------------|
 LF1152| PID    Reference Object                     Distance      Geod. Az  |
 LF1152|                                                           dddmmss.s |
 LF1152| LF1153 PAUL RM 1                            18.498 METERS 17522     |
 LF1152| LF1154 PAUL RM 2                            17.200 METERS 26302     |
 LF1152| LF1150 PAUL AZ MK                                         2651445.1 |
 LF1152|---------------------------------------------------------------------|
 LF1152
 LF1152                          SUPERSEDED SURVEY CONTROL
 LF1152
 LF1152  NAD 83(1996)-  40 47 37.97835(N)    095 48 55.56071(W) AD(       ) 3
 LF1152  NAD 83(1986)-  40 47 37.98631(N)    095 48 55.55648(W) AD(       ) 3
 LF1152  NAD 27      -  40 47 37.98600(N)    095 48 54.54400(W) AD(       ) 3
 LF1152  NGVD 29 (??/??/92)  285.006  (m)          935.06   (f) ADJ UNCH    2 0
 LF1152
 LF1152.Superseded values are not recommended for survey control.
 LF1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1152.See file dsdata.txt to determine how the superseded data were derived.
 LF1152
 LF1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6246719691(NAD 83)
 LF1152_MARKER: DZ = AZIMUTH MARK DISK
 LF1152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF1152_SP_SET: CORN CRIB FOUNDATION
 LF1152_STAMPING: PAUL 1947
 LF1152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1152
 LF1152  HISTORY     - Date     Condition        Report By
 LF1152  HISTORY     - 1947     MONUMENTED       CGS
 LF1152  HISTORY     - 1971     GOOD             NGS
 LF1152  HISTORY     - 1971     GOOD             NGS
 LF1152
 LF1152                          STATION DESCRIPTION
 LF1152
 LF1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CLS)
 LF1152'STATION IS LOCATED ABOUT 2 MILES SOUTH SOUTHWEST OF MC PAUL
 LF1152'ALONG ROAD RIGHT OF WAY JUST SOUTH OF A FARM HOUSE.  STATION IS
 LF1152'32 FEET NORTH OF THE APPROXIMATE CENTERLINE OF ROAD, 13 FEET
 LF1152'EAST OF THE APPROXIMATE CENTERLINE OF DRIVEWAY AND 8 FEET
 LF1152'SOUTHEAST OF A FENCECORNER.  THE MARK PROJECTS ABOUT 4 INCHES
 LF1152'AND THE DISK IS STAMPED PAUL 1947.
 LF1152'
 LF1152'REFERENCE MARK NO. 1 IS 60.69 FEET SOUTH OF STATION, 28 FEET
 LF1152'SOUTH OF THE APPROXIMATE CENTERLINE OF ROAD AND 2 FEET SOUTH
 LF1152'OF FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LF1152'STAMPED PAUL NO 1 1947.
 LF1152'
 LF1152'REFERENCE MARK NO. 2 IS 56.43 FEET WEST OF STATION, 28 FEET
 LF1152'NORTH OF THE APPROXIMATE CENTERLINE OF ROAD AND 2 FEET EAST
 LF1152'OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 LF1152'DISK IS STAMPED PAUL NO 2 1947.
 LF1152'
 LF1152'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE WEST OF STATION, 34
 LF1152'FEET SOUTHWEST OF A T INTERSECTION, 2 FEET NORTH OF A GATE
 LF1152'POST AND 1.5 FEET SOUTH SOUTHEAST OF WITNESS POST. THE MARK
 LF1152'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED PAUL 1947.
 LF1152'
 LF1152'TO REACH STATION FROM RAILROAD CROSSING AND POST OFFICE IN
 LF1152'MC PAUL GO WEST ON MAIN ROAD FOR 0.25 MILE TO CROSS ROAD.  TURN
 LF1152'LEFT AND GO SOUTH AND WEST ON MACADAM ROAD FOR 2.2 MILES
 LF1152'TO GRAVEL T ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.15
 LF1152'MILE TO DRIVEWAY AND STATION ON RIGHT OR NORTH OF ROAD AS
 LF1152'DESCRIBED.
 LF1152'
 LF1152'TO REACH AZIMUTH FROM STATION GO WEST ON GRAVEL ROAD FOR 0.35
 LF1152'MILE TO T ROAD AND AZIMUTH ON WEST SIDE OF INTERSECTION AS
 LF1152'DESCRIBED.
 LF1152'
 LF1152'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LF1152
 LF1152                          STATION RECOVERY (1971)
 LF1152
 LF1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LF1152'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LF1152'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LF1152'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LF1152'
 LF1152'STATION MARK IS 59.5 FEET WEST-NORTHWEST OF A POWERLINE POLE,
 LF1152'38 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 LF1152'FOUNDATION FOR A CORN CRIB, 34 FEET NORTH OF THE CENTER OF
 LF1152'A GRAVELED ROAD, 15 FEET EAST OF THE CENTER OF A FIELD
 LF1152'ENTRANCE, AND 4 INCHES BELOW THE SURFACE OF THE GROUND.
 LF1152'
 LF1152'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED.
 LF1152'
 LF1152'REFERENCE MARK NO. 2 IS 42 FEET WEST OF THE CENTER OF THE
 LF1152'DRIVEWAY AND 35.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 LF1152'OF A CORN CRIB.
 LF1152'
 LF1152'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 LF1152'
 LF1152'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 LF1152'SOUTHWEST OF MC PAUL.
 LF1152
 LF1152                          STATION RECOVERY (1971)
 LF1152
 LF1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LF1152'2 MI SSW FROM MC PAUL.
 LF1152'0.25 MILES WEST ALONG A GRAVELED ROAD FROM THE CHICAGO,
 LF1152'BURLINGTON, AND QUINCY RAILROAD STATION AT MC PAUL, THENCE 0.5
 LF1152'MILE SOUTH ALONG A SURFACED ROAD, THENCE 0.75 MILES WEST ALONG
 LF1152'A DIRT ROAD ON TOP OF SOUTH LEVEE FOR PLUM CREEK DITCH, THENCE
 LF1152'1.4 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.35 MILE EAST ALONG
 LF1152'A DIRT ROAD, AND THENCE 0.15 MILE WEST ALONG A SURFACED ROAD,
 LF1152'59.5 FEET WEST-NORTHWEST OF A POWERLINE POLE, 38 FEET SOUTHEAST
 LF1152'OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION FOR A CORN
 LF1152'CRIB, 34 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 15 FEET
 LF1152'EAST OF THE CENTER OF A FIELD ENTRANCE, AND 4 INCHES BELOW THE
 LF1152'SURFACE OF THE GROUND.  NOTE-- REFERENCE MARK NO. 1, REFERENCE
 LF1152'MARK NO. 2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 LF1152'GOOD CONDITION.  A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF
 LF1152'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1150 ***********************************************************************
 LF1150  DESIGNATION -  PAUL AZ MK
 LF1150  PID         -  LF1150
 LF1150  STATE/COUNTY-  IA/FREMONT
 LF1150  USGS QUAD   -  MC PAUL (1984)
 LF1150
 LF1150                         *CURRENT SURVEY CONTROL
 LF1150  ___________________________________________________________________
 LF1150* NAD 83(1986)-  40 47 35.     (N)    095 49 21.     (W)     SCALED    
 LF1150* NAVD 88     -       285.476  (meters)     936.60   (feet)  ADJUSTED  
 LF1150  ___________________________________________________________________
 LF1150  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 LF1150  DYNAMIC HT  -         285.334 (meters)     936.13  (feet)  COMP
 LF1150  MODELED GRAV-     980,117.2   (mgal)                       NAVD 88
 LF1150
 LF1150  VERT ORDER  -  SECOND    CLASS 0
 LF1150
 LF1150.The horizontal coordinates were scaled from a topographic map and have
 LF1150.an estimated accuracy of +/- 6 seconds.
 LF1150
 LF1150.The orthometric height was determined by differential leveling
 LF1150.and adjusted by the National Geodetic Survey in June 1991..
 LF1150
 LF1150.The geoid height was determined by GEOID03.
 LF1150
 LF1150.The dynamic height is computed by dividing the NAVD 88
 LF1150.geopotential number by the normal gravity value computed on the
 LF1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1150.degrees latitude (g = 980.6199 gals.).
 LF1150
 LF1150.The modeled gravity was interpolated from observed gravity values.
 LF1150
 LF1150;                    North         East    Units  Estimated Accuracy
 LF1150;SPC IA S     -    90,680.      304,020.      MT  (+/- 180 meters Scaled)
 LF1150
 LF1150                          SUPERSEDED SURVEY CONTROL
 LF1150
 LF1150  NGVD 29 (??/??/92)  285.383  (m)          936.29   (f) ADJ UNCH    2 0
 LF1150
 LF1150.Superseded values are not recommended for survey control.
 LF1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1150.See file dsdata.txt to determine how the superseded data were derived.
 LF1150
 LF1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF618196(NAD 83)
 LF1150_MARKER: DZ = AZIMUTH MARK DISK
 LF1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1150_STAMPING: PAUL 1947
 LF1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1150+STABILITY: SURFACE MOTION
 LF1150
 LF1150  HISTORY     - Date     Condition        Report By
 LF1150  HISTORY     - 1947     MONUMENTED       CGS
 LF1150  HISTORY     - 1948     GOOD             NGS
 LF1150
 LF1150                          STATION DESCRIPTION
 LF1150
 LF1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1150'2.9 MI SW FROM MC PAUL.
 LF1150'0.25 MILES WEST ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF1150'AND QUINCY RAILROAD STATION AT MC PAUL, THENCE 0.5 MILE SOUTH
 LF1150'ALONG A TAR ROAD, THENCE 0.75 MILE WEST ALONG A DIRT ROAD ON
 LF1150'TOP OF THE SOUTH LEVEE FOR PLUM CREEK DITCH, THENCE 1.4 MILES
 LF1150'SOUTH ALONG A DIRT ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING
 LF1150'EAST AND A FARM ROAD LEADING WEST, 23.0 FEET WEST OF THE CENTER
 LF1150'LINE OF THE NORTH-SOUTH ROAD, 16.7 FEET SOUTH OF AN EAST-WEST
 LF1150'FENCE LINE AND THE EXTENSION TO THE WEST OF THE CENTER LINE OF
 LF1150'THE DIRT ROAD LEADING EAST, 1.5 FEET WEST OF A 4 X 4 REFERENCE
 LF1150'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 LF1150'ABOVE THE GROUND.  NOTE-- MARK IS 0.25 MILE WEST OF PAUL 1947.
 LF1150'NOTE-- MARK IS LOCATED 0.7 MILE NORTH OF N 133.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1153 ***********************************************************************
 LF1153  DESIGNATION -  PAUL RM 1
 LF1153  PID         -  LF1153
 LF1153  STATE/COUNTY-  IA/FREMONT
 LF1153  USGS QUAD   -  MC PAUL (1984)
 LF1153
 LF1153                         *CURRENT SURVEY CONTROL
 LF1153  ___________________________________________________________________
 LF1153* NAD 83(1986)-  40 47 37.     (N)    095 48 55.     (W)     SCALED    
 LF1153* NAVD 88     -       284.999  (meters)     935.03   (feet)  ADJUSTED  
 LF1153  ___________________________________________________________________
 LF1153  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 LF1153  DYNAMIC HT  -         284.856 (meters)     934.57  (feet)  COMP
 LF1153  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 LF1153
 LF1153  VERT ORDER  -  SECOND    CLASS 0
 LF1153
 LF1153.The horizontal coordinates were scaled from a topographic map and have
 LF1153.an estimated accuracy of +/- 6 seconds.
 LF1153
 LF1153.The orthometric height was determined by differential leveling
 LF1153.and adjusted by the National Geodetic Survey in June 1991..
 LF1153
 LF1153.The geoid height was determined by GEOID03.
 LF1153
 LF1153.The dynamic height is computed by dividing the NAVD 88
 LF1153.geopotential number by the normal gravity value computed on the
 LF1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1153.degrees latitude (g = 980.6199 gals.).
 LF1153
 LF1153.The modeled gravity was interpolated from observed gravity values.
 LF1153
 LF1153;                    North         East    Units  Estimated Accuracy
 LF1153;SPC IA S     -    90,730.      304,630.      MT  (+/- 180 meters Scaled)
 LF1153
 LF1153                          SUPERSEDED SURVEY CONTROL
 LF1153
 LF1153  NGVD 29 (??/??/92)  284.906  (m)          934.73   (f) ADJ UNCH    2 0
 LF1153
 LF1153.Superseded values are not recommended for survey control.
 LF1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1153.See file dsdata.txt to determine how the superseded data were derived.
 LF1153
 LF1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF624196(NAD 83)
 LF1153_MARKER: DR = REFERENCE MARK DISK
 LF1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1153_STAMPING: PAUL NO 1 1947
 LF1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1153+STABILITY: SURFACE MOTION
 LF1153
 LF1153  HISTORY     - Date     Condition        Report By
 LF1153  HISTORY     - 1947     MONUMENTED       CGS
 LF1153  HISTORY     - 1948     GOOD             NGS
 LF1153
 LF1153                          STATION DESCRIPTION
 LF1153
 LF1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1153'3.2 MI SW FROM MC PAUL.
 LF1153'0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF1153'AND QUINCY RAILROAD STATION AT MC PAUL, THENCE 0.5 MILE SOUTH
 LF1153'ALONG A TAR ROAD, THENCE 0.75 MILE WEST ALONG THE DIRT ROAD
 LF1153'ON TOP OF THE SOUTH LEVEE FOR PLUM CREEK DITCH, THENCE 1.4 MILES
 LF1153'SOUTH ALONG A DIRT ROAD, THENCE 0.35 MILE EAST ALONG A DIRT ROAD,
 LF1153'0.15 MILE WEST OF A TAR ROAD, 60.0 FEET SOUTH OF PAUL 1947,
 LF1153'29.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 2.0
 LF1153'FEET SOUTH OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 LF1153'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1154 ***********************************************************************
 LF1154  DESIGNATION -  PAUL RM 2
 LF1154  PID         -  LF1154
 LF1154  STATE/COUNTY-  IA/FREMONT
 LF1154  USGS QUAD   -  MC PAUL (1984)
 LF1154
 LF1154                         *CURRENT SURVEY CONTROL
 LF1154  ___________________________________________________________________
 LF1154* NAD 83(1986)-  40 47 37.     (N)    095 48 55.     (W)     SCALED    
 LF1154* NAVD 88     -       285.083  (meters)     935.31   (feet)  ADJUSTED  
 LF1154  ___________________________________________________________________
 LF1154  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 LF1154  DYNAMIC HT  -         284.940 (meters)     934.84  (feet)  COMP
 LF1154  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 LF1154
 LF1154  VERT ORDER  -  SECOND    CLASS 0
 LF1154
 LF1154.The horizontal coordinates were scaled from a topographic map and have
 LF1154.an estimated accuracy of +/- 6 seconds.
 LF1154
 LF1154.The orthometric height was determined by differential leveling
 LF1154.and adjusted by the National Geodetic Survey in June 1991..
 LF1154
 LF1154.The geoid height was determined by GEOID03.
 LF1154
 LF1154.The dynamic height is computed by dividing the NAVD 88
 LF1154.geopotential number by the normal gravity value computed on the
 LF1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1154.degrees latitude (g = 980.6199 gals.).
 LF1154
 LF1154.The modeled gravity was interpolated from observed gravity values.
 LF1154
 LF1154;                    North         East    Units  Estimated Accuracy
 LF1154;SPC IA S     -    90,730.      304,630.      MT  (+/- 180 meters Scaled)
 LF1154
 LF1154                          SUPERSEDED SURVEY CONTROL
 LF1154
 LF1154  NGVD 29 (??/??/92)  284.990  (m)          935.00   (f) ADJ UNCH    2 0
 LF1154
 LF1154.Superseded values are not recommended for survey control.
 LF1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1154.See file dsdata.txt to determine how the superseded data were derived.
 LF1154
 LF1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF624196(NAD 83)
 LF1154_MARKER: DR = REFERENCE MARK DISK
 LF1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1154_STAMPING: PAUL NO 2 1947
 LF1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1154+STABILITY: SURFACE MOTION
 LF1154
 LF1154  HISTORY     - Date     Condition        Report By
 LF1154  HISTORY     - 1947     MONUMENTED       CGS
 LF1154  HISTORY     - 1948     GOOD             NGS
 LF1154
 LF1154                          STATION DESCRIPTION
 LF1154
 LF1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1154'3.2 MI W FROM MC PAUL.
 LF1154'0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF1154'AND QUINCY RAILROAD STATION AT MC PAUL, THENCE 0.5 MILE SOUTH
 LF1154'ALONG A TAR ROAD, THENCE 0.75 MILE WEST ALONG A DIRT ROAD ON
 LF1154'TOP OF THE SOUTH LEVEE FOR PLUM CREEK DITCH, THENCE 1.4 MILES
 LF1154'SOUTH ALONG A DIRT ROAD, THENCE 0.35 MILE EAST ALONG A DIRT
 LF1154'ROAD, 0.15 MILE WEST OF A TAR ROAD, 56.5 FEET WEST OF PAUL 1947,
 LF1154'34.9 FEET WEST NORTHWEST OF THE WEST END OF A 20-INCH CONCRETE
 LF1154'PIPE CULVERT UNDER A FIELD ROAD LEADING NORTH, 29.0 FEET NORTH
 LF1154'OF THE CENTER LINE OF THE EAST-WEST ROAD, 2.0 FEET EAST OF A
 LF1154'TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF1154'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0799 ***********************************************************************
 MH0799  DESIGNATION -  PELLAPORT
 MH0799  PID         -  MH0799
 MH0799  STATE/COUNTY-  IA/MARION
 MH0799  USGS QUAD   -  PELLA (1980)
 MH0799
 MH0799                         *CURRENT SURVEY CONTROL
 MH0799  ___________________________________________________________________
 MH0799* NAD 83(1996)-  41 24 06.73799(N)    092 56 44.91395(W)     ADJUSTED  
 MH0799* NAVD 88     -       267.5    (meters)     878.     (feet)  VERTCON   
 MH0799  ___________________________________________________________________
 MH0799  X           -    -246,235.290 (meters)                     COMP
 MH0799  Y           -  -4,785,037.789 (meters)                     COMP
 MH0799  Z           -   4,196,159.364 (meters)                     COMP
 MH0799  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 MH0799  ELLIP HEIGHT-         235.43  (meters)          (05/06/99) GPS OBS
 MH0799  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 MH0799
 MH0799  HORZ ORDER  -  THIRD
 MH0799  ELLP ORDER  -  FOURTH    CLASS I
 MH0799
 MH0799.This mark is at Pella Municipal Airport (PEA)
 MH0799
 MH0799.The horizontal coordinates were established by GPS observations
 MH0799.and adjusted by the National Geodetic Survey in May 1999..
 MH0799
 MH0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0799
 MH0799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0799
 MH0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0799
 MH0799.The ellipsoidal height was determined by GPS observations
 MH0799.and is referenced to NAD 83.
 MH0799
 MH0799.The geoid height was determined by GEOID03.
 MH0799
 MH0799;                    North         East     Units Scale Factor Converg.
 MH0799;SPC IA S     -   155,824.554   546,340.149   MT  0.99995451   +0 21 54.2
 MH0799;UTM  15      - 4,583,371.607   504,529.716   MT  0.99960025   +0 02 09.0
 MH0799
 MH0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0799!SPC IA S     -   0.99996307  x   0.99995451  =   0.99991759
 MH0799!UTM  15      -   0.99996307  x   0.99960025  =   0.99956334
 MH0799
 MH0799:                Primary Azimuth Mark                     Grid Az
 MH0799:SPC IA S     -  PELLAPORT AZ MK                          165 51 50.2
 MH0799:UTM  15      -  PELLAPORT AZ MK                          166 11 35.4
 MH0799
 MH0799|---------------------------------------------------------------------|
 MH0799| PID    Reference Object                     Distance      Geod. Az  |
 MH0799|                                                           dddmmss.s |
 MH0799| MH0800 PELLAPORT AZ MK                     APPROX. 0.7 KM 1661344.4 |
 MH0799|---------------------------------------------------------------------|
 MH0799
 MH0799                          SUPERSEDED SURVEY CONTROL
 MH0799
 MH0799  NAD 83(1986)-  41 24 06.74218(N)    092 56 44.92089(W) AD(       ) 3
 MH0799  NGVD 29 (07/09/90)  267.5    (m)          878.     (f) GPS OBS        
 MH0799
 MH0799.Superseded values are not recommended for survey control.
 MH0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0799.See file dsdata.txt to determine how the superseded data were derived.
 MH0799
 MH0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF0453083372(NAD 83)
 MH0799_MARK LOGO: NGS   
 MH0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0799+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1989
 MH0799
 MH0799  HISTORY     - Date     Condition        Report By
 MH0799  HISTORY     - UNK      MONUMENTED
 MH0799  HISTORY     - 19891031 GOOD
 MH0799
 MH0799                          STATION DESCRIPTION
 MH0799
 MH0799'DESCRIBED UNK
 MH0799'THE STATION IS ABOUT 2.5 KM (1.50 MI) WEST OF PELLA, AT THE PELLA
 MH0799'MUNICIPAL AIRPORT, AT THE JUNCTION OF THE RAMP AND THE RUNWAY.
 MH0799'OWNERSHIP--CITY OF PELLA, PELLA, IA 50219.  PHONE (515) 628-9393.
 MH0799'THE AIRPORT MANAGER IS RICK GRITTERS.
 MH0799'TO REACH THE STATION FROM THE JUNCTION OF BROADWAY AND WASHINGTON
 MH0799'STREETS (STATE HIGHWAY 163) AT THE NORTHWEST CORNER OF THE CITY PARK
 MH0799'IN PELLA, GO WEST ON HIGHWAY 163 FOR 0.85 KM (0.5 MI) TO A PAVED ROAD
 MH0799'LEFT.  TURN LEFT, WESTERLY, ON COUNTY ROAD G 28 FOR 1.48 KM (0.9 MI)
 MH0799'TO A GRAVEL ROAD LEFT.  TURN LEFT, FOR 0.31 KM (0.2 MI) TO A CHAIN
 MH0799'GATE AT HANGERS. PASS THROUGH, BETWEEN HANGERS, THEN RIGHT FOR 0.16
 MH0799'KM (0.16 MI) TO THE RUNWAY AND THE STATION ON THE LEFT.
 MH0799'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MH0799'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 MH0799'SURROUNDED BY CONCRETE.  LOCATED 14 PACES NORTHEAST OF THE RUNWAY
 MH0799'CENTER, 15 PACES SOUTHEAST OF THE RAMP CENTER, 6 PACES EAST OF THE
 MH0799'EDGE OF THE PAVEMENT JUNCTION, AND 4 PACES SOUTHWEST OF A RAMP LIGHT.
 MH0799'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MH0799'DESCRIBED BY G. R. HEID.
 MH0799
 MH0799                          STATION RECOVERY (1989)
 MH0799
 MH0799'RECOVERED 1989
 MH0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0800 ***********************************************************************
 MH0800  DESIGNATION -  PELLAPORT AZ MK
 MH0800  PID         -  MH0800
 MH0800  STATE/COUNTY-  IA/MARION
 MH0800  USGS QUAD   -  PELLA (1980)
 MH0800
 MH0800                         *CURRENT SURVEY CONTROL
 MH0800  ___________________________________________________________________
 MH0800* NAD 83(1996)-  41 23 43.23690(N)    092 56 37.26492(W)     ADJUSTED  
 MH0800* NAVD 88     -       265.2    (meters)     870.     (feet)  VERTCON   
 MH0800  ___________________________________________________________________
 MH0800  X           -    -246,082.376 (meters)                     COMP
 MH0800  Y           -  -4,785,523.977 (meters)                     COMP
 MH0800  Z           -   4,195,613.920 (meters)                     COMP
 MH0800  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 MH0800  ELLIP HEIGHT-         233.06  (meters)          (05/06/99) GPS OBS
 MH0800  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 MH0800
 MH0800  HORZ ORDER  -  THIRD
 MH0800  ELLP ORDER  -  FOURTH    CLASS I
 MH0800
 MH0800.This mark is at Pella Municipal Airport (PEA)
 MH0800
 MH0800.The horizontal coordinates were established by GPS observations
 MH0800.and adjusted by the National Geodetic Survey in May 1999..
 MH0800
 MH0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0800
 MH0800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0800
 MH0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0800
 MH0800.The ellipsoidal height was determined by GPS observations
 MH0800.and is referenced to NAD 83.
 MH0800
 MH0800.The geoid height was determined by GEOID03.
 MH0800
 MH0800;                    North         East     Units Scale Factor Converg.
 MH0800;SPC IA S     -   155,100.717   546,522.449   MT  0.99995411   +0 21 59.2
 MH0800;UTM  15      - 4,582,646.991   504,707.790   MT  0.99960027   +0 02 14.1
 MH0800
 MH0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0800!SPC IA S     -   0.99996345  x   0.99995411  =   0.99991756
 MH0800!UTM  15      -   0.99996345  x   0.99960027  =   0.99956373
 MH0800
 MH0800:                Primary Azimuth Mark                     Grid Az
 MH0800:SPC IA S     -  PELLAPORT                                345 51 50.3
 MH0800:UTM  15      -  PELLAPORT                                346 11 35.4
 MH0800
 MH0800|---------------------------------------------------------------------|
 MH0800| PID    Reference Object                     Distance      Geod. Az  |
 MH0800|                                                           dddmmss.s |
 MH0800| MH0799 PELLAPORT                           APPROX. 0.7 KM 3461349.5 |
 MH0800|---------------------------------------------------------------------|
 MH0800
 MH0800                          SUPERSEDED SURVEY CONTROL
 MH0800
 MH0800  NAD 83(1986)-  41 23 43.24110(N)    092 56 37.27186(W) AD(       ) 3
 MH0800  NGVD 29 (07/09/90)  265.1    (m)          870.     (f) GPS OBS        
 MH0800
 MH0800.Superseded values are not recommended for survey control.
 MH0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0800.See file dsdata.txt to determine how the superseded data were derived.
 MH0800
 MH0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF0470882647(NAD 83)
 MH0800_MARK LOGO: NGS   
 MH0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0800+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2003
 MH0800
 MH0800  HISTORY     - Date     Condition        Report By
 MH0800  HISTORY     - UNK      MONUMENTED
 MH0800  HISTORY     - 19891101 GOOD
 MH0800  HISTORY     - 20031106 GOOD             JCLS
 MH0800
 MH0800                          STATION DESCRIPTION
 MH0800
 MH0800'DESCRIBED UNK
 MH0800'THE STATION IS ABOUT 2.5 KM (1.50 MI) WEST OF PELLA, AT THE PELLA
 MH0800'MUNICIPAL AIRPORT, AT THE JUNCTION OF THE TURN-AROUND AND RUNWAY.
 MH0800'OWNERSHIP--CITY OF PELLA, PELLA, IA 50219.  PHONE (515) 628-9393.
 MH0800'THE AIRPORT MANAGER IS RICK GRITTERS.
 MH0800'TO REACH THE STATION FROM THE JUNCTION OF BROADWAY AND WASHINGTON
 MH0800'STREETS (STATE HIGHWAY 163) AT THE NORTHWEST CORNER OF THE CITY PARK
 MH0800'IN PELLA, GO WEST ON HIGHWAY 163 FOR 0.85 KM (0.5 MI) TO A PAVED ROAD
 MH0800'LEFT.  TURN LEFT, WESTERLY, ON COUNTY ROAD G 28 FOR 1.48 KM (0.9 MI)
 MH0800'TO A GRAVEL ROAD LEFT.  TURN LEFT, FOR 0.31 KM (0.2 MI) TO A CHAIN
 MH0800'GATE AT HANGERS. PASS THROUGH, BETWEEN HANGERS, THEN RIGHT FOR 0.16
 MH0800'KM (0.16 MI) TO THE RUNWAY AND PELLAPORT ON THE LEFT.  CONTINUE
 MH0800'SOUTHEAST ALONGSIDE THE RUNWAY FOR 6.0 KM (0.4 MI) TO THE TURN
 MH0800'AROUND AND THE MARK.
 MH0800'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MH0800'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 MH0800'SURROUNDED BY CONCRETE.  LOCATED 13 PACES NORTHEAST OF THE RUNWAY
 MH0800'CENTER, 4 PACES NORTH OF THE JUNCTION OF THE PAVEMENT EDGES, AND 5
 MH0800'PACES NORTHWEST OF THE EDGE OF THE TURN-AROUND.
 MH0800'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MH0800'DESCRIBED BY G. R. HEID.
 MH0800
 MH0800                          STATION RECOVERY (1989)
 MH0800
 MH0800'RECOVERED 1989
 MH0800'RECOVERED IN GOOD CONDITION.
 MH0800
 MH0800                          STATION RECOVERY (2003)
 MH0800
 MH0800'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 MH0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0611 ***********************************************************************
 OQ0611  DESIGNATION -  PERKINS
 OQ0611  PID         -  OQ0611
 OQ0611  STATE/COUNTY-  IA/SIOUX
 OQ0611  USGS QUAD   -  HULL (1964)
 OQ0611
 OQ0611                         *CURRENT SURVEY CONTROL
 OQ0611  ___________________________________________________________________
 OQ0611* NAD 83(1996)-  43 11 08.01409(N)    096 10 35.31491(W)     ADJUSTED  
 OQ0611* NAVD 88     -       447.     (meters)    1467.     (feet)  SCALED    
 OQ0611  ___________________________________________________________________
 OQ0611  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 OQ0611  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 OQ0611
 OQ0611  HORZ ORDER  -  SECOND
 OQ0611
 OQ0611.The horizontal coordinates were established by classical geodetic methods
 OQ0611.and adjusted by the National Geodetic Survey in May 1999..
 OQ0611
 OQ0611.The orthometric height was scaled from a topographic map.
 OQ0611
 OQ0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0611
 OQ0611.The geoid height was determined by GEOID03.
 OQ0611
 OQ0611;                    North         East     Units Scale Factor Converg.
 OQ0611;SPC IA N     - 1,190,675.318 1,282,454.768   MT  0.99998619   -1 48 50.3
 OQ0611;UTM  14      - 4,785,292.005   729,453.023   MT  1.00024771   +1 55 59.4
 OQ0611
 OQ0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0611!SPC IA N     -   0.99993403  x   0.99998619  =   0.99992022
 OQ0611!UTM  14      -   0.99993403  x   1.00024771  =   1.00018172
 OQ0611
 OQ0611:                Primary Azimuth Mark                     Grid Az
 OQ0611:SPC IA N     -  HULL MUNICIPAL TANK                      083 02 59.5
 OQ0611:UTM  14      -  HULL MUNICIPAL TANK                      079 18 09.8
 OQ0611
 OQ0611|---------------------------------------------------------------------|
 OQ0611| PID    Reference Object                     Distance      Geod. Az  |
 OQ0611|                                                           dddmmss.s |
 OQ0611| OQ0610 HULL MUNICIPAL TANK                 APPROX. 3.6 KM 0811409.2 |
 OQ0611| CO3455 PERKINS RM 1                         31.925 METERS 08154     |
 OQ0611| CO3454 PERKINS AZ MK                                      1835702.1 |
 OQ0611| CO3456 PERKINS RM 2                         31.123 METERS 21024     |
 OQ0611|---------------------------------------------------------------------|
 OQ0611
 OQ0611                          SUPERSEDED SURVEY CONTROL
 OQ0611
 OQ0611  NAD 83(1996)-  43 11 08.01409(N)    096 10 35.31491(W) AD(       ) 2
 OQ0611  NAD 83(1996)-  43 11 08.01202(N)    096 10 35.31116(W) AD(       ) 2
 OQ0611  NAD 83(1996)-  43 11 08.01278(N)    096 10 35.30932(W) AD(       ) 2
 OQ0611  NAD 83(1986)-  43 11 08.01501(N)    096 10 35.30440(W) AD(       ) 2
 OQ0611  NAD 27      -  43 11 08.08800(N)    096 10 34.23900(W) AD(       ) 2
 OQ0611
 OQ0611.Superseded values are not recommended for survey control.
 OQ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0611.See file dsdata.txt to determine how the superseded data were derived.
 OQ0611
 OQ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN2945385292(NAD 83)
 OQ0611_MARKER: DS = TRIANGULATION STATION DISK
 OQ0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0611
 OQ0611  HISTORY     - Date     Condition        Report By
 OQ0611  HISTORY     - 1949     MONUMENTED       CGS
 OQ0611
 OQ0611                          STATION DESCRIPTION
 OQ0611
 OQ0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0611'THE STATION IS LOCATED ABOUT 2.0 MILES WEST OF HULL, IN THE
 OQ0611'SOUTH TRIANGLE FORMED BY THE JUNCTION OF U.S. HIGHWAYS 18 AND
 OQ0611'75.  IT IS 62 FEET NORTH OF ROAD AT THE SOUTH SIDE OF TRIANGLE,
 OQ0611'58 FEET SOUTH OF THE EXTENDED CENTERLINE OF HIGHWAY 18 AND 4.5
 OQ0611'FEET WEST OF A WITNESS POST.  THE MARK IS FLUSH WITH THE
 OQ0611'SURFACE OF THE GROUND AND THE DISK IS STAMPED PERKINS 1949.
 OQ0611'
 OQ0611'REFERENCE MARK NO. 1 IS NEAR THE EAST END OF TRIANGLE, 43
 OQ0611'FEET SOUTH OF THE EXTENDED CENTERLINE OF HIGHWAY 18 AND 20
 OQ0611'FEET NORTH OF THE CENTERLINE OF ROAD AT THE SOUTH SIDE OF THE
 OQ0611'TRIANGLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 OQ0611'AND THE DISK IS STAMPED PERKINS NO 1 1949.
 OQ0611'
 OQ0611'REFERENCE MARK NO. 2 IS ALONG THE SOUTH SIDE OF THE TRIANGLE
 OQ0611'AND 25 FEET NORTH OF THE CENTERLINE OF THE ROAD.  THE MARK
 OQ0611'PROJECTS 2 INCHES AND THE DISK IS STAMPED PERKINS NO 2 1949.
 OQ0611'
 OQ0611'AZIMUTH MARK IS ABOUT 0.8 MILE SOUTH-SOUTHWEST OF THE STATION,
 OQ0611'50 FEET WEST OF THE CENTERLINE OF HIGHWAY 75, 1 FOOT EAST
 OQ0611'OF THE FENCE AND 1 FOOT NORTH OF A WITNESS POST.  THE MARK
 OQ0611'PROJECTS 4 INCHES AND THE DISK IS STAMPED PERKINS 1949.
 OQ0611'
 OQ0611'TO REACH FROM THE RAILROAD DEPOT, IN HULL, GO SOUTH 0.1 MILE,
 OQ0611'THENCE WEST ON U.S. HIGHWAY 18 FOR 2.0 MILES TO ITS JUNCTION
 OQ0611'WITH U.S. HIGHWAY 75 AND THE STATION IN THE SOUTH TRIANGLE
 OQ0611'FORMED BY THE JUNCTION.
 OQ0611'
 OQ0611'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH ON U.S.
 OQ0611'HIGHWAY 75 FOR 0.8 MILE TO THE MARK ON THE RIGHT.
 OQ0611'
 OQ0611'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0874 ***********************************************************************
 MG0874  DESIGNATION -  PERKL
 MG0874  PID         -  MG0874
 MG0874  STATE/COUNTY-  IA/JOHNSON
 MG0874  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0874
 MG0874                         *CURRENT SURVEY CONTROL
 MG0874  ___________________________________________________________________
 MG0874* NAD 83(1996)-  41 43 24.12897(N)    091 34 31.05893(W)     ADJUSTED  
 MG0874* NAVD 88     -       257.     (meters)     843.     (feet)  SCALED    
 MG0874  ___________________________________________________________________
 MG0874  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 MG0874  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 MG0874
 MG0874  HORZ ORDER  -  FIRST
 MG0874
 MG0874.The horizontal coordinates were established by classical geodetic methods
 MG0874.and adjusted by the National Geodetic Survey in May 1999..
 MG0874
 MG0874.The orthometric height was scaled from a topographic map.
 MG0874
 MG0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0874
 MG0874.The geoid height was determined by GEOID03.
 MG0874
 MG0874;                    North         East     Units Scale Factor Converg.
 MG0874;SPC IA S     -   193,154.683   660,137.447   MT  0.99998990   +1 16 04.1
 MG0874;UTM  15      - 4,620,043.616   618,501.818   MT  0.99977280   +0 56 53.9
 MG0874
 MG0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0874!SPC IA S     -   0.99996480  x   0.99998990  =   0.99995470
 MG0874!UTM  15      -   0.99996480  x   0.99977280  =   0.99973761
 MG0874
 MG0874|---------------------------------------------------------------------|
 MG0874| PID    Reference Object                     Distance      Geod. Az  |
 MG0874|                                                           dddmmss.s |
 MG0874| CL9216 PERKL RM 1                           29.405 METERS 08452     |
 MG0874| MG0778 AERIAL BEACON RED                   APPROX.17.0 KM 0935638.7 |
 MG0874| MG0872 IOWA CITY MUNICIPAL TANK            APPROX. 7.0 KM 1423913.7 |
 MG0874| MG0871 IOWA CITY EAST AERIAL               APPROX. 7.8 KM 1552023.2 |
 MG0874| MG0876 IOWA CITY WEST AERIAL               APPROX. 7.7 KM 1554117.5 |
 MG0874| MG0878 IOWA CITY OLD U HEAT PLT STK        APPROX. 7.7 KM 1554622.3 |
 MG0874| MG0881 IOWA CITY NEW U HEAT PLT E STK      APPROX. 7.9 KM 1580844.5 |
 MG0874| MG0877 IOWA CITY NEW U HEAT PLT W STK      APPROX. 7.9 KM 1581739.6 |
 MG0874| MG0875 CORALVILLE TB HOSPITAL STACK        APPROX. 3.1 KM 2293614.8 |
 MG0874| MG0869 CEDAR RAPIDS MOVING SEARCHLT        APPROX.30.0 KM 3443742.5 |
 MG0874| MG0864 CEDAR RAPIDS MUNICIPAL TANK         APPROX.28.4 KM 3505757.8 |
 MG0874| CL9217 PERKL RM 2                                         3560617.4 |
 MG0874|---------------------------------------------------------------------|
 MG0874
 MG0874                          SUPERSEDED SURVEY CONTROL
 MG0874
 MG0874  NAD 83(1986)-  41 43 24.12950(N)    091 34 31.06662(W) AD(       ) 1
 MG0874  NAD 27      -  41 43 24.07200(N)    091 34 30.45100(W) AD(       ) 1
 MG0874
 MG0874.Superseded values are not recommended for survey control.
 MG0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0874.See file dsdata.txt to determine how the superseded data were derived.
 MG0874
 MG0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1850220044(NAD 83)
 MG0874_MARKER: DS = TRIANGULATION STATION DISK
 MG0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0874
 MG0874  HISTORY     - Date     Condition        Report By
 MG0874  HISTORY     - 1930     MONUMENTED       CGS
 MG0874  HISTORY     - 1931     GOOD             IOWAGS
 MG0874  HISTORY     - 1934     GOOD             IOWAGS
 MG0874  HISTORY     - 1939     GOOD             IOWAGS
 MG0874
 MG0874                          STATION DESCRIPTION
 MG0874
 MG0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0874'STATION IS ABOUT 4 MILES N AND 2-1/2 MILES W OF IOWA CITY,
 MG0874'1-1/2 MILES S AND 1-1/2 MILES E OF NORTH LIBERTY AND 3/4
 MG0874'MILE S OF U.S. HIGHWAY 161 NEAR THE S SIDE OF CENTER OF THE NW
 MG0874'1/4 OF SEC. 20, T 80 N, R 6 W, ON LAND OWNED BY MRS. JOHN
 MG0874'PERKL, AND IS LOCATED ON A PROMINENT AND UNMISTAKABLE KNOLL
 MG0874'IN WOODED PASTURE ABOUT 1/3 MILE S OF MRS. PERKLS FARM
 MG0874'BUILDINGS.  THE TOP OF THIS KNOLL HAS A SMALL CLEARING IN WHICH
 MG0874'THE STATION IS LOCATED.  THERE ARE SCATTERING TREES TO E AND S
 MG0874'AND HEAVY TIMBER ON W AND NW.
 MG0874'
 MG0874'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MG0874'DISKS SET IN CONCRETE.
 MG0874'
 MG0874'REFERENCE MARK NO. 1 IS ON THE E SLOPE OF THE KNOLL ABOUT 100
 MG0874'FEET BELOW THE TOP.  REFERENCE MARK NO. 2 IS IN A FENCE
 MG0874'CORNER IN THE NW CORNER OF THE CULTIVATED FIELD WHICH IS
 MG0874'JUST S OF THE FARM BUILDINGS.  A DEEP RAVINE DROPS OFF SHARPLY
 MG0874'JUST TO THE NW OF THE REFERENCE MARK.
 MG0874'
 MG0874'HEIGHT OF LIGHT ABOVE STATION MARK - 35 METERS.
 MG0874
 MG0874                          STATION RECOVERY (1931)
 MG0874
 MG0874'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1931
 MG0874'STATION AND REFERENCE MARK FOUND AS DESCRIBED.  DID NOT GO
 MG0874'TO REFERENCE MARK NO. 2.  DESCRIPTION GOOD.
 MG0874
 MG0874                          STATION RECOVERY (1934)
 MG0874
 MG0874'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MG0874'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.  DESCRIPTION
 MG0874'GOOD.
 MG0874
 MG0874                          STATION RECOVERY (1939)
 MG0874
 MG0874'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1939
 MG0874'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0843 ***********************************************************************
 MG0843  DESIGNATION -  PERLEE
 MG0843  PID         -  MG0843
 MG0843  STATE/COUNTY-  IA/JEFFERSON
 MG0843  USGS QUAD   -  FAIRFIELD NORTH (1980)
 MG0843
 MG0843                         *CURRENT SURVEY CONTROL
 MG0843  ___________________________________________________________________
 MG0843* NAD 83(1996)-  41 03 38.25231(N)    091 53 08.47794(W)     ADJUSTED  
 MG0843* NAVD 88     -       235.4    (meters)     772.     (feet)  VERTCON   
 MG0843  ___________________________________________________________________
 MG0843  X           -    -158,483.691 (meters)                     COMP
 MG0843  Y           -  -4,813,715.892 (meters)                     COMP
 MG0843  Z           -   4,167,635.285 (meters)                     COMP
 MG0843  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 MG0843  ELLIP HEIGHT-         202.71  (meters)          (05/06/99) GPS OBS
 MG0843  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MG0843
 MG0843  HORZ ORDER  -  FIRST
 MG0843  ELLP ORDER  -  FOURTH    CLASS I
 MG0843
 MG0843.The horizontal coordinates were established by classical geodetic methods
 MG0843.and adjusted by the National Geodetic Survey in May 1999..
 MG0843
 MG0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0843
 MG0843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MG0843
 MG0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0843
 MG0843.The ellipsoidal height was determined by GPS observations
 MG0843.and is referenced to NAD 83.
 MG0843
 MG0843.The geoid height was determined by GEOID03.
 MG0843
 MG0843;                    North         East     Units Scale Factor Converg.
 MG0843;SPC IA S     -   119,039.684   635,681.495   MT  0.99995135   +1 03 48.1
 MG0843;UTM  15      - 4,546,085.214   593,630.217   MT  0.99970789   +0 43 55.2
 MG0843
 MG0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0843!SPC IA S     -   0.99996820  x   0.99995135  =   0.99991956
 MG0843!UTM  15      -   0.99996820  x   0.99970789  =   0.99967610
 MG0843
 MG0843|---------------------------------------------------------------------|
 MG0843| PID    Reference Object                     Distance      Geod. Az  |
 MG0843|                                                           dddmmss.s |
 MG0843| CL9219 PERLEE RM 1                          27.285 METERS 08922     |
 MG0843| CL9218 PERLEE AZ MK                                       1801605.5 |
 MG0843| CL9220 PERLEE RM 2                          30.741 METERS 21606     |
 MG0843| MG0844 FAIRFIELD SOUTH MUNICIPAL TANK      APPROX. 8.9 KM 2255454.3 |
 MG0843| MG0852 FAIRFIELD IA ELEC P AND L MAST      APPROX. 8.7 KM 2290152.3 |
 MG0843| MG0847 FAIRFIELD LOUDEN MACHINERY TK       APPROX. 9.3 KM 2305600.6 |
 MG0843| MG0842 FAIRFIELD NORTH MUNICIPAL TANK      APPROX. 9.0 KM 2332332.8 |
 MG0843| MG0851 FAIRFIELD PHILCO DEXTER DIV TK      APPROX. 9.3 KM 2335505.1 |
 MG0843| MG0849 FAIRFIELD IA MALLEABLE CO STK       APPROX. 9.2 KM 2344028.7 |
 MG0843| MG0850 IOWA HWY PATROL KAA 973 MAST        APPROX. 7.6 KM 2944105.3 |
 MG0843|---------------------------------------------------------------------|
 MG0843
 MG0843                          SUPERSEDED SURVEY CONTROL
 MG0843
 MG0843  NAD 83(1986)-  41 03 38.26032(N)    091 53 08.49181(W) AD(       ) 1
 MG0843  NAD 27      -  41 03 38.18770(N)    091 53 07.87370(W) AD(       ) 1
 MG0843  NGVD 29 (07/09/90)  235.5    (m)          773.     (f) GPS OBS        
 MG0843
 MG0843.Superseded values are not recommended for survey control.
 MG0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0843.See file dsdata.txt to determine how the superseded data were derived.
 MG0843
 MG0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF9363046085(NAD 83)
 MG0843_MARKER: DS = TRIANGULATION STATION DISK
 MG0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0843_SP_SET: CONCRETE POST
 MG0843_STAMPING: PERLEE 1955
 MG0843_MARK LOGO: CGS   
 MG0843_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0843+STABILITY: SURFACE MOTION
 MG0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0843+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1989
 MG0843
 MG0843  HISTORY     - Date     Condition        Report By
 MG0843  HISTORY     - 1955     MONUMENTED       CGS
 MG0843  HISTORY     - 1955     GOOD             CGS
 MG0843  HISTORY     - 19890812 GOOD             NGS
 MG0843
 MG0843                          STATION DESCRIPTION
 MG0843
 MG0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 MG0843'THE STATION IS LOCATED AIRLINE, ABOUT 9 MILES NORTHWEST OF
 MG0843'LOCKRIDGE AND ABOUT 6 MILES NORTHEAST OF FAIRFIELD IN A SMALL
 MG0843'GRASSY TRIANGLE FORMED BY ROUNDING THE NORTHEAST CORNER
 MG0843'OF THE CROSS-ROAD.
 MG0843'
 MG0843'THE STATION IS A STANDARD DISK STAMPED PERLEE 1955 SET IN TOP
 MG0843'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 MG0843'INCHES ABOVE THE GROUND.  IT IS 71 FEET NORTHEAST OF THE CENTER
 MG0843'LINE OF THE CROSS-ROAD AND 2.5 FEET SOUTH-SOUTHEAST OF A WHITE
 MG0843'WITNESS POST.
 MG0843'
 MG0843'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PERLEE
 MG0843'NO 1 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MG0843'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 3 FEET
 MG0843'HIGHER THAN THE STATION.  IT IS DIRECTLY UNDER A CURVED FENCE
 MG0843'LINE THAT TURNS FROM EAST-WEST TO NORTH-SOUTH AND IS 30 FEET
 MG0843'NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD WHICH FOLLOWS
 MG0843'THE CURVED FENCE LINE.
 MG0843'
 MG0843'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PERLEE
 MG0843'NO 2 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MG0843'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 3 FEET
 MG0843'HIGHER THAN THE STATION.  IT IS 18 INCHES NORTHEAST OF A FENCE
 MG0843'CORNER AND 30 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MG0843'CROSS-ROAD.
 MG0843'
 MG0843'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PERLEE 1955 SET
 MG0843'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MG0843'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS DIRECTLY UNDER A TELEPHONE
 MG0843'LINE, 18 FEET NORTH OF THE CENTER LINE OF AN ENTRANCE ROAD TO
 MG0843'A FIELD AND 30 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD.
 MG0843'
 MG0843'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 MG0843'GRAVELED ROAD FOR 0.3 MILE TO AN ENTRANCE ROAD TO A FIELD ON
 MG0843'THE LEFT, EAST SIDE AND THE AZIMUTH MARK.
 MG0843'
 MG0843'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 MG0843'STATE HIGHWAY 1 IN FAIRFIELD, GO NORTH ON STATE HIGHWAY 1 FOR
 MG0843'0.45 MILE.  TURN RIGHT OFF THE HIGHWAY AND GO EAST ON KIRKWOOD
 MG0843'STREET FOR 0.8 MILE.  TAKE THE LEFT FORK AND FOLLOW THE GRAVELED
 MG0843'ROAD NORTHEASTERLY FOR 1.2 MILES.  TAKE THE RIGHT FORK AND GO
 MG0843'NORTHEASTERLY FOR 4.5 MILES TO A T-ROAD ON THE RIGHT AND A
 MG0843'SCHOOL HOUSE ON THE LEFT.  CONTINUE STRAIGHT AHEAD, NORTH ON THE
 MG0843'GRAVELED ROAD FOR 0.5 MILE.  TURN LEFT ON THE SIDE ROAD
 MG0843'AND GO WEST FOR 0.8 MILE TO A CROSS-ROAD, A GRASSY TRIANGLE,
 MG0843'A WHITE WITNESS POST AND THE STATION.
 MG0843
 MG0843                          STATION RECOVERY (1955)
 MG0843
 MG0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 MG0843'RECOVERED IN GOOD CONDITION.
 MG0843
 MG0843                          STATION RECOVERY (1989)
 MG0843
 MG0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MG0843'THE STATION IS LOCATED ABOUT 10.45 KM (6.50 MI) NORTHEAST OF
 MG0843'FAIRFIELD, AT THE JUNCTION OF GRAVEL ROADS IN THE NORTH TANGENT OF THE
 MG0843'GRASSY TRIANGLE FORMED BY THE JUNCTION OF THE ROADS.
 MG0843'OWNERSHIP--DEPARTMENT OF TRANSPORTATION, 800 LINCOLN WAY, AMES, IA
 MG0843'50010, PHONE (319) 239-1101.
 MG0843'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 34 AND STATE
 MG0843'HIGHWAY 1 NORTH (2ND STREET) IN FAIRFIELD, GO NORTH ON STATE HIGHWAY 1
 MG0843'FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF KIRKWOOD AVENUE.  TURN RIGHT,
 MG0843'EAST, AND NORTH ON KIRKWOOD AVENUE, WHICH BECOMES COUNTY ROAD W 21,
 MG0843'FOR 7.4 KM (4.60 MI) TO THE INTERSECTION 68TH STREET A GRAVEL ROAD.
 MG0843'TURN RIGHT, EAST, ON 68TH STREET FOR 2.8 KM (1.75 MI) TO THE
 MG0843'T-JUNCTION OF A GRAVEL ROAD.  TURN RIGHT, SOUTH, ON THE GRAVEL ROAD
 MG0843'FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF A GRAVEL ROAD LEFT AT A GRASSY
 MG0843'TRIANGLE FORMED BY THE JUNCTION AND THE STATION IN THE NORTH SIDE OF
 MG0843'THE GRASSY TRIANGLE.
 MG0843'THE STATION IS A STANDARD CGS HORIZONTAL STATION MARK DISK FLUSH WITH
 MG0843'THE GROUND.  LOCATED 18.4 M (60.4 FT) SOUTH OF THE NORTH END OF THE
 MG0843'TRIANGLE, 23.0 M (75.5 FT) NORTHEAST OF AND ACROSS THE ROAD FROM A
 MG0843'POWER POLE, 8.2 M (26.9 FT) NORTH-NORTHWEST OF THE JUNCTION OF THE
 MG0843'GRAVEL ROAD LEADING EAST, 8.8 M (28.9 FT) EAST OF THE CENTER OF THE
 MG0843'GRAVEL ROAD LEADING NORTH AND SOUTH AND 0.3 M (1.0 FT) NORTH OF A
 MG0843'FIBERGLASS WITNESS POST.
 MG0843'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1067 ***********************************************************************
 MJ1067  DESIGNATION -  PERRY
 MJ1067  PID         -  MJ1067
 MJ1067  STATE/COUNTY-  IA/DALLAS
 MJ1067  USGS QUAD   -  DAWSON (1982)
 MJ1067
 MJ1067                         *CURRENT SURVEY CONTROL
 MJ1067  ___________________________________________________________________
 MJ1067* NAD 83(1996)-  41 49 55.51170(N)    094 08 24.86833(W)     ADJUSTED  
 MJ1067* NAVD 88     -       308.2    (meters)    1011.     (feet)  VERTCON   
 MJ1067  ___________________________________________________________________
 MJ1067  LAPLACE CORR-         -10.61  (seconds)                    DEFLEC99
 MJ1067  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 MJ1067
 MJ1067  HORZ ORDER  -  FIRST
 MJ1067
 MJ1067.The horizontal coordinates were established by classical geodetic methods
 MJ1067.and adjusted by the National Geodetic Survey in May 1999..
 MJ1067
 MJ1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1067
 MJ1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1067
 MJ1067.The geoid height was determined by GEOID03.
 MJ1067
 MJ1067;                    North         East     Units Scale Factor Converg.
 MJ1067;SPC IA S     -   203,653.753   446,816.306   MT  1.00000902   -0 25 18.2
 MJ1067;SPC IA N     - 1,037,088.815 1,446,814.110   MT  1.00005084   -0 26 02.1
 MJ1067;UTM  15      - 4,631,761.653   405,319.382   MT  0.99971031   -0 45 37.9
 MJ1067
 MJ1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1067!SPC IA S     -   0.99995612  x   1.00000902  =   0.99996514
 MJ1067!SPC IA N     -   0.99995612  x   1.00005084  =   1.00000696
 MJ1067!UTM  15      -   0.99995612  x   0.99971031  =   0.99966644
 MJ1067
 MJ1067|---------------------------------------------------------------------|
 MJ1067| PID    Reference Object                     Distance      Geod. Az  |
 MJ1067|                                                           dddmmss.s |
 MJ1067| CL8112 PERRY RM 1                           23.152 METERS 04648     |
 MJ1067| MJ1063 PERRY MUNICIPAL TANK                APPROX. 3.7 KM 0763207.6 |
 MJ1067| CL8111 PERRY AZ MK                                        2981342.1 |
 MJ1067| CL8113 PERRY RM 2                           25.163 METERS 33935     |
 MJ1067|---------------------------------------------------------------------|
 MJ1067
 MJ1067                          SUPERSEDED SURVEY CONTROL
 MJ1067
 MJ1067  NAD 83(1986)-  41 49 55.50827(N)    094 08 24.87244(W) AD(       ) 1
 MJ1067  NAD 27      -  41 49 55.55945(N)    094 08 24.01945(W) AD(       ) 1
 MJ1067  NGVD 29 (07/19/86)  308.2    (m)         1011.     (f) VERT ANG       
 MJ1067
 MJ1067.Superseded values are not recommended for survey control.
 MJ1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1067.See file dsdata.txt to determine how the superseded data were derived.
 MJ1067
 MJ1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG0531931762(NAD 83)
 MJ1067_MARKER: DS = TRIANGULATION STATION DISK
 MJ1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1067_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1067
 MJ1067  HISTORY     - Date     Condition        Report By
 MJ1067  HISTORY     - 1969     MONUMENTED       CGS
 MJ1067  HISTORY     - 19910613 GOOD             USPSQD
 MJ1067
 MJ1067                          STATION DESCRIPTION
 MJ1067
 MJ1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 MJ1067'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST AND 1/4 MILE SOUTH
 MJ1067'OF PERRY, NEAR THE NORTH CENTRAL EDGE OF SECTION 17, T81N, R28W,
 MJ1067'AT A TURN IN AN EAST-WEST COUNTY ROAD AND ON THE ROAD RIGHT-OF-WAY.
 MJ1067'
 MJ1067'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 144
 MJ1067'AND 141 IN PERRY, GO WEST ON STATE HIGHWAY 141 FOR 1 MILE TO A
 MJ1067'CROSS ROAD AND A DEEP ROCK SERVICE STATION IN THE NORTHWEST
 MJ1067'ANGLE.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD FOR 0.45 MILE TO
 MJ1067'A T-INTERSECTION, JUST AFTER CROSSING A STEEL BRIDGE.  TURN RIGHT
 MJ1067'AND GO WEST ON THE GRAVEL ROAD FOR 0.75 MILE TO WHERE THE ROAD
 MJ1067'TURNS RIGHT AND THE STATION ON THE LEFT.  CONTINUE WESTERLY ON
 MJ1067'THE GRAVEL ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MJ1067'
 MJ1067'THE STATION MARK IS A STANDARD DISK STAMPED, PERRY 1969, SET
 MJ1067'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MJ1067'FLUSH WITH THE GROUND SURFACE.  IT IS 34 FEET SOUTH OF THE CENTER
 MJ1067'OF THE GRAVEL ROAD, 10 FEET NORTH OF THE FENCE LINE AND 3 FEET
 MJ1067'SOUTH OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 MJ1067'
 MJ1067'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, PERRY NO 1 1969,
 MJ1067'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MJ1067'IS FLUSH WITH THE GROUND SURFACE.  IT IS 74 FEET NORTHEAST OF
 MJ1067'THE METAL WITNESS POST, 30 FEET NORTH OF THE CENTER OF THE
 MJ1067'GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE.
 MJ1067'
 MJ1067'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, PERRY NO 2 1969,
 MJ1067'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MJ1067'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 80 FEET
 MJ1067'NORTHWEST OF THE METAL WITNESS POST, 25 FEET NORTH OF THE CENTER
 MJ1067'OF THE GRAVEL ROAD AND 2 FEET NORTHEAST OF A FENCE CORNER.
 MJ1067'
 MJ1067'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, PERRY 1969, SET
 MJ1067'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MJ1067'FLUSH WITH THE GROUND SURFACE.  IT IS 26 FEET NORTH OF THE CENTER
 MJ1067'OF THE GRAVEL ROAD, 2 FEET EAST OF A METAL WITNESS POST WITH SIGN
 MJ1067'ATTACHED, 2 FEET WEST OF A POWERLINE POLE AND 1 FOOT SOUTH OF
 MJ1067'AN EAST-WEST FENCE.
 MJ1067'
 MJ1067'NOTE--THERE WAS NO MEASUREMENT MADE BETWEEN THE REFERENCE MARKS
 MJ1067'DUE TO HEAVY GROWTH OF TREES AND BRUSH.
 MJ1067'
 MJ1067'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 MJ1067
 MJ1067                          STATION RECOVERY (1991)
 MJ1067
 MJ1067'RECOVERY NOTE BY US POWER SQUADRON 1991 (CJP)
 MJ1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1062 ***********************************************************************
 MJ1062  DESIGNATION -  PERRY IOWA RR AND LIGHT CO STK
 MJ1062  PID         -  MJ1062
 MJ1062  STATE/COUNTY-  IA/DALLAS
 MJ1062  USGS QUAD   -  PERRY (1982)
 MJ1062
 MJ1062                         *CURRENT SURVEY CONTROL
 MJ1062  ___________________________________________________________________
 MJ1062* NAD 83(1996)-  41 50 14.01386(N)    094 06 31.46188(W)     ADJUSTED  
 MJ1062* NAVD 88     -                                                        
 MJ1062  ___________________________________________________________________
 MJ1062  LAPLACE CORR-         -10.56  (seconds)                    DEFLEC99
 MJ1062  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 MJ1062
 MJ1062  HORZ ORDER  -  THIRD
 MJ1062
 MJ1062.The horizontal coordinates were established by classical geodetic methods
 MJ1062.and adjusted by the National Geodetic Survey in May 1999..
 MJ1062
 MJ1062
 MJ1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1062
 MJ1062.The geoid height was determined by GEOID03.
 MJ1062
 MJ1062;                    North         East     Units Scale Factor Converg.
 MJ1062;SPC IA S     -   204,205.800   449,437.054   MT  1.00001001   -0 24 03.5
 MJ1062;SPC IA N     - 1,037,640.341 1,449,435.080   MT  1.00004955   -0 24 45.3
 MJ1062;UTM  15      - 4,632,298.036   407,942.555   MT  0.99970428   -0 44 22.6
 MJ1062
 MJ1062                          SUPERSEDED SURVEY CONTROL
 MJ1062
 MJ1062  NAD 83(1986)-  41 50 14.01017(N)    094 06 31.46471(W) AD(       ) 4
 MJ1062  NAD 27      -  41 50 14.06200(N)    094 06 30.61700(W) AD(       ) 3
 MJ1062
 MJ1062.Superseded values are not recommended for survey control.
 MJ1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1062.See file dsdata.txt to determine how the superseded data were derived.
 MJ1062
 MJ1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG0794332298(NAD 83)
 MJ1062_MARKER: 63 = STACK
 MJ1062
 MJ1062  HISTORY     - Date     Condition        Report By
 MJ1062  HISTORY     - 1930     FIRST OBSERVED   CGS
 MJ1062  HISTORY     - 1957     GOOD             CGS
 MJ1062  HISTORY     - 19910613 MARK NOT FOUND   USPSQD
 MJ1062
 MJ1062                          STATION DESCRIPTION
 MJ1062
 MJ1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MJ1062'THE STACK IS LOCATED IN THE SOUTHWEST SECTION OF THE TOWN OF PERRY,
 MJ1062'IT IS ADJACENT TO A RAILROAD SPUR AND 2 BLOCK WEST OF THE MAIN
 MJ1062'RAILROAD TRACK THROUGH PERRY.
 MJ1062
 MJ1062                          STATION RECOVERY (1991)
 MJ1062
 MJ1062'RECOVERY NOTE BY US POWER SQUADRON 1991 (CJP)
 MJ1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1063 ***********************************************************************
 MJ1063  DESIGNATION -  PERRY MUNICIPAL TANK
 MJ1063  PID         -  MJ1063
 MJ1063  STATE/COUNTY-  IA/DALLAS
 MJ1063  USGS QUAD   -  PERRY (1982)
 MJ1063
 MJ1063                         *CURRENT SURVEY CONTROL
 MJ1063  ___________________________________________________________________
 MJ1063* NAD 83(1996)-  41 50 23.61226(N)    094 05 47.75169(W)     ADJUSTED  
 MJ1063* NAVD 88     -                                                        
 MJ1063  ___________________________________________________________________
 MJ1063  LAPLACE CORR-         -10.50  (seconds)                    DEFLEC99
 MJ1063  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 MJ1063
 MJ1063  HORZ ORDER  -  THIRD
 MJ1063
 MJ1063.The horizontal coordinates were established by classical geodetic methods
 MJ1063.and adjusted by the National Geodetic Survey in May 1999..
 MJ1063
 MJ1063
 MJ1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1063
 MJ1063.The geoid height was determined by GEOID03.
 MJ1063
 MJ1063;                    North         East     Units Scale Factor Converg.
 MJ1063;SPC IA S     -   204,494.947   450,447.582   MT  1.00001053   -0 23 34.7
 MJ1063;SPC IA N     - 1,037,929.296 1,450,445.704   MT  1.00004889   -0 24 15.6
 MJ1063;UTM  15      - 4,632,581.119   408,954.463   MT  0.99970200   -0 43 53.5
 MJ1063
 MJ1063                          SUPERSEDED SURVEY CONTROL
 MJ1063
 MJ1063  NAD 83(1986)-  41 50 23.60775(N)    094 05 47.75979(W) AD(       ) 4
 MJ1063  NAD 27      -  41 50 23.66017(N)    094 05 46.90473(W) AD(       ) 3
 MJ1063
 MJ1063.Superseded values are not recommended for survey control.
 MJ1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1063.See file dsdata.txt to determine how the superseded data were derived.
 MJ1063
 MJ1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG0895432581(NAD 83)
 MJ1063_MARKER: 53 = ELEVATED TANK
 MJ1063
 MJ1063  HISTORY     - Date     Condition        Report By
 MJ1063  HISTORY     - 1969     FIRST OBSERVED   CGS
 MJ1063  HISTORY     - 19910613 GOOD             USPSQD
 MJ1063
 MJ1063                          STATION DESCRIPTION
 MJ1063
 MJ1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 MJ1063'THE STATION IS THE TOP CENTER OF THE PERRY, MUNICIPAL WATER TANK
 MJ1063'THAT IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 MJ1063'8TH STREET AND WARFORD AVENUE IN THE CITY OF PERRY.  THE TANK IS
 MJ1063'A TEN-LEGGED STRUCTURE PAINTED ALUMINUM IN COLOR AND IS SPHERICAL
 MJ1063'IN SHAPE.  IT IS 150 FEET IN HEIGHT.
 MJ1063
 MJ1063                          STATION RECOVERY (1991)
 MJ1063
 MJ1063'RECOVERY NOTE BY US POWER SQUADRON 1991 (CJP)
 MJ1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1441 ***********************************************************************
 MJ1441  CBN         -  This is a Cooperative Base Network Control Station.
 MJ1441  PACS        -  This is a Primary Airport Control Station.
 MJ1441  DESIGNATION -  PERRYPORT
 MJ1441  PID         -  MJ1441
 MJ1441  STATE/COUNTY-  IA/DALLAS
 MJ1441  USGS QUAD   -  DAWSON (1982)
 MJ1441
 MJ1441                         *CURRENT SURVEY CONTROL
 MJ1441  ___________________________________________________________________
 MJ1441* NAD 83(1996)-  41 49 40.57664(N)    094 09 33.55268(W)     ADJUSTED  
 MJ1441* NAVD 88     -       306.77   (meters)    1006.5    (feet)  GPS OBS   
 MJ1441  ___________________________________________________________________
 MJ1441  X           -    -345,241.260 (meters)                     COMP
 MJ1441  Y           -  -4,747,436.247 (meters)                     COMP
 MJ1441  Z           -   4,231,567.904 (meters)                     COMP
 MJ1441  LAPLACE CORR-         -10.51  (seconds)                    DEFLEC99
 MJ1441  ELLIP HEIGHT-         278.37  (meters)          (06/15/04) GPS OBS
 MJ1441  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 MJ1441
 MJ1441  HORZ ORDER  -  B
 MJ1441  ELLP ORDER  -  FOURTH    CLASS I
 MJ1441
 MJ1441.This mark is at Perry Municipal Airport (PRO)
 MJ1441
 MJ1441.The horizontal coordinates were established by GPS observations
 MJ1441.and adjusted by the National Geodetic Survey in August 1997..
 MJ1441
 MJ1441.The orthometric height was determined by GPS observations and a
 MJ1441.high-resolution geoid model.
 MJ1441
 MJ1441.GPS derived orthometric heights for airport stations designated as
 MJ1441.PACS or SACS are published to 2 decimal places.  This maintains
 MJ1441.centimeter relative accuracy between the PACS and SACS.  It does
 MJ1441.not indicate centimeter accuracy relative to other marks which are
 MJ1441.part of the NAVD 88 network.
 MJ1441
 MJ1441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1441
 MJ1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1441
 MJ1441.The ellipsoidal height was determined by GPS observations
 MJ1441.and is referenced to NAD 83.
 MJ1441
 MJ1441.The geoid height was determined by GEOID03.
 MJ1441
 MJ1441;                    North         East     Units Scale Factor Converg.
 MJ1441;SPC IA S     -   203,204.813   445,227.986   MT  1.00000822   -0 26 03.5
 MJ1441;UTM  15      - 4,631,322.246   403,728.906   MT  0.99971405   -0 46 23.5
 MJ1441
 MJ1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1441!SPC IA S     -   0.99995634  x   1.00000822  =   0.99996456
 MJ1441!UTM  15      -   0.99995634  x   0.99971405  =   0.99967040
 MJ1441
 MJ1441:                Primary Azimuth Mark                     Grid Az
 MJ1441:SPC IA S     -  PERRYPORT AZ MK                          145 14 54.7
 MJ1441:UTM  15      -  PERRYPORT AZ MK                          145 35 14.7
 MJ1441
 MJ1441|---------------------------------------------------------------------|
 MJ1441| PID    Reference Object                     Distance      Geod. Az  |
 MJ1441|                                                           dddmmss.s |
 MJ1441| MJ1442 PERRYPORT AZ MK                     APPROX. 0.5 KM 1444851.2 |
 MJ1441|---------------------------------------------------------------------|
 MJ1441
 MJ1441                          SUPERSEDED SURVEY CONTROL
 MJ1441
 MJ1441  ELLIP H (08/25/97)  278.40   (m)                       GP(       ) 4 1
 MJ1441  NAD 83(1986)-  41 49 40.58097(N)    094 09 33.55545(W) AD(       ) 3
 MJ1441  NGVD 29 (07/09/90)  306.8    (m)         1007.     (f) GPS OBS        
 MJ1441
 MJ1441.Superseded values are not recommended for survey control.
 MJ1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1441.See file dsdata.txt to determine how the superseded data were derived.
 MJ1441
 MJ1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG0372931322(NAD 83)
 MJ1441_MARKER: I = METAL ROD
 MJ1441_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1441_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1441_STAMPING: PERRYPORT 1989
 MJ1441_MARK LOGO: NGS   
 MJ1441_PROJECTION: FLUSH
 MJ1441_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1441+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1996
 MJ1441_ROD/PIPE-DEPTH: 10.8 meters
 MJ1441_SLEEVE-DEPTH  : 0.91 meters
 MJ1441
 MJ1441  HISTORY     - Date     Condition        Report By
 MJ1441  HISTORY     - 1989     MONUMENTED       NGS
 MJ1441  HISTORY     - 19960925 GOOD             NGS
 MJ1441
 MJ1441                          STATION DESCRIPTION
 MJ1441
 MJ1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1441'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) WEST OF PERRY, AT THE
 MJ1441'PERRY MUNICIPAL AIRPORT, AT THE WIND SOCK SOUTHWEST OF THE AIRPORT
 MJ1441'OFFICE.  OWNERSHIP--CITY OF PERRY, PERRY, IA 50220, PHONE (515)
 MJ1441'465-3970.  THE AIRPORT MANAGER IS RANDY TARLTON.
 MJ1441'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 141 AND 144,
 MJ1441'ON THE SOUTH SIDE OF PERRY, GO WEST ON STATE HIGHWAY 141 FOR 4.5 KM
 MJ1441'(2.80 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTH, ON
 MJ1441'THE ENTRANCE ROAD FOR 0.65 KM (0.40 MI) TO THE ROADS END AND A ROAD ON
 MJ1441'THE RIGHT AT THE HANGARS.  TURN RIGHT, WEST, BETWEEN THE HANGARS THEN
 MJ1441'LEFT ONTO THE APRON AND THE ENTRANCE RAMP TO THE WIND SOCK AND THE
 MJ1441'STATION ON THE SOUTH SIDE OF THE WIND SOCK.
 MJ1441'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MJ1441'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 MJ1441'SURROUNDED BY CONCRETE.  LOCATED 75.0 M (246.1 FT) SOUTHEAST OF THE
 MJ1441'CENTER OF THE ENTRANCE RAMP, 62.0 M (203.4 FT) NORTHEAST OF THE CENTER
 MJ1441'OF THE RUNWAY, 47.4 M (155.5 FT) NORTHEAST OF THE 2ND RUNWAY LIGHT
 MJ1441'SOUTHEAST OF THE ENTRANCE RAMP, 6.3 M (20.7 FT) WEST OF A WIND TEE,
 MJ1441'1.2 M (3.9 FT) SOUTH OF A FIBERGLASS WITNESS POST AND 1.0 M (3.3 FT)
 MJ1441'SOUTH OF THE METAL POST SUPPORTING THE WIND SOCK.
 MJ1441'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MJ1441'DESCRIBED BY M. L. MCCREADY.
 MJ1441
 MJ1441                          STATION RECOVERY (1996)
 MJ1441
 MJ1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 MJ1441'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) WEST OF PERRY, IA., AT
 MJ1441'THE PERRY MUNICIPAL AIRPORT, AT THE WINDSOCK INSIDE THE SEGMENTED
 MJ1441'CIRCLE, THAT IS SOUTH-SOUTHWEST OF THE AIRPORT OFFICE. OWNERSHIP--CITY
 MJ1441'OF PERRY, PERRY, IA.  50220.  AIRPORT MANAGER RANDY TARLTON, PHONE
 MJ1441'515-465-3970.  NOTE--THIS STATION IS THE (PACS AND CBN) STATION.  TO
 MJ1441'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 141 AND 144, ON
 MJ1441'THE SOUTH SIDE OF PERRY, GO WEST, 4.5 KM (2.80 MI) ALONG STATE HIGHWAY
 MJ1441'141 TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTH, 0.65 KM
 MJ1441'(0.40 MI) ALONG THE ENTRANCE ROAD TO ITS END AND A ROAD ON THE RIGHT
 MJ1441'AT THE HANGARS.  TURN RIGHT, WEST, BETWEEN THE HANGARS THEN LEFT,
 MJ1441'SOUTHERLY, ONTO THE APRON AND ACROSS THE TAXI/RAMP TO THE WINDSOCK AND
 MJ1441'THE STATION ON THE SOUTH SIDE OF THE WINDSOCK.  STATION IS 75.0 M
 MJ1441'(246.1 FT) SOUTHEAST OF THE TAXI/RAMP CENTER, 61.7 M (202.4 FT)
 MJ1441'NORTHEAST OF THE RUNWAY CENTER, 47.4 M (155.5 FT) NORTHEAST OF THE 2ND
 MJ1441'RUNWAY LIGHT SOUTHEAST OF THE TAXI/RAMP, 6.3 M (20.7 FT) WEST OF A
 MJ1441'WIND TEE SUPPORT POLE, 1.2 M (3.9 FT) SOUTH OF A WITNESS POST, 1.0 M
 MJ1441'(3.3 FT) SOUTH OF THE METAL WINDSOCK POLE AND THE STATION IS ABOUT
 MJ1441'LEVEL WITH THE TAXI AND FLUSH WITH THE GROUND SURFACE.  NOTE--ACCESS
 MJ1441'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1442 ***********************************************************************
 MJ1442  DESIGNATION -  PERRYPORT AZ MK
 MJ1442  PID         -  MJ1442
 MJ1442  STATE/COUNTY-  IA/DALLAS
 MJ1442  USGS QUAD   -  DAWSON (1982)
 MJ1442
 MJ1442                         *CURRENT SURVEY CONTROL
 MJ1442  ___________________________________________________________________
 MJ1442* NAD 83(1996)-  41 49 26.83444(N)    094 09 20.59945(W)     ADJUSTED  
 MJ1442* NAVD 88     -       305.9    (meters)    1004.     (feet)  VERTCON   
 MJ1442  ___________________________________________________________________
 MJ1442  X           -    -344,963.560 (meters)                     COMP
 MJ1442  Y           -  -4,747,739.165 (meters)                     COMP
 MJ1442  Z           -   4,231,251.261 (meters)                     COMP
 MJ1442  LAPLACE CORR-         -10.63  (seconds)                    DEFLEC99
 MJ1442  ELLIP HEIGHT-         277.34  (meters)          (05/06/99) GPS OBS
 MJ1442  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 MJ1442
 MJ1442  HORZ ORDER  -  THIRD
 MJ1442  ELLP ORDER  -  FOURTH    CLASS I
 MJ1442
 MJ1442.This mark is at Perry Municipal Airport (PRO)
 MJ1442
 MJ1442.The horizontal coordinates were established by GPS observations
 MJ1442.and adjusted by the National Geodetic Survey in May 1999..
 MJ1442
 MJ1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1442
 MJ1442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1442
 MJ1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1442
 MJ1442.The ellipsoidal height was determined by GPS observations
 MJ1442.and is referenced to NAD 83.
 MJ1442
 MJ1442.The geoid height was determined by GEOID03.
 MJ1442
 MJ1442;                    North         East     Units Scale Factor Converg.
 MJ1442;SPC IA S     -   202,778.578   445,523.692   MT  1.00000750   -0 25 54.9
 MJ1442;UTM  15      - 4,630,894.395   404,022.000   MT  0.99971335   -0 46 14.7
 MJ1442
 MJ1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1442!SPC IA S     -   0.99995650  x   1.00000750  =   0.99996400
 MJ1442!UTM  15      -   0.99995650  x   0.99971335  =   0.99966986
 MJ1442
 MJ1442:                Primary Azimuth Mark                     Grid Az
 MJ1442:SPC IA S     -  PERRYPORT                                325 14 54.7
 MJ1442:UTM  15      -  PERRYPORT                                325 35 14.5
 MJ1442
 MJ1442|---------------------------------------------------------------------|
 MJ1442| PID    Reference Object                     Distance      Geod. Az  |
 MJ1442|                                                           dddmmss.s |
 MJ1442| MJ1441 PERRYPORT                           APPROX. 0.5 KM 3244859.8 |
 MJ1442|---------------------------------------------------------------------|
 MJ1442
 MJ1442                          SUPERSEDED SURVEY CONTROL
 MJ1442
 MJ1442  NAD 83(1986)-  41 49 26.83843(N)    094 09 20.60100(W) AD(       ) 3
 MJ1442  NGVD 29 (07/09/90)  305.9    (m)         1004.     (f) GPS OBS        
 MJ1442
 MJ1442.Superseded values are not recommended for survey control.
 MJ1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1442.See file dsdata.txt to determine how the superseded data were derived.
 MJ1442
 MJ1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG0402230894(NAD 83)
 MJ1442_MARKER: I = METAL ROD
 MJ1442_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1442_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1442_STAMPING: PERRYPORT AZ MK 1989
 MJ1442_MARK LOGO: NGS   
 MJ1442_PROJECTION: FLUSH
 MJ1442_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1442+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1442_ROD/PIPE-DEPTH: 10.6 meters
 MJ1442_SLEEVE-DEPTH  : 0.91 meters
 MJ1442
 MJ1442  HISTORY     - Date     Condition        Report By
 MJ1442  HISTORY     - 1989     MONUMENTED       NGS
 MJ1442
 MJ1442                          STATION DESCRIPTION
 MJ1442
 MJ1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1442'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) WEST OF PERRY, AT THE
 MJ1442'PERRY MUNICIPAL AIRPORT AND AT THE EAST CORNER OF THE TURN-AROUND OF
 MJ1442'RUNWAY 31.  OWNERSHIP--CITY OF PERRY, PERRY, IA 50220, PHONE (515)
 MJ1442'465-3970.  THE AIRPORT MANAGER IS RANDY TARLTON.
 MJ1442'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 141 AND 144,
 MJ1442'ON THE SOUTH SIDE OF PERRY, GO WEST ON STATE HIGHWAY 141 FOR 4.5 KM
 MJ1442'(2.80 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTH, ON
 MJ1442'THE ENTRANCE ROAD FOR 0.65 KM (0.40 MI) TO THE ROADS END AND A ROAD ON
 MJ1442'THE RIGHT AT THE HANGARS.  TURN RIGHT, WEST, BETWEEN THE HANGARS THEN
 MJ1442'LEFT ONTO THE APRON AND ENTRANCE RAMP TO THE JUNCTION OF THE RUNWAY.
 MJ1442'TURN LEFT, SOUTHEAST, ONTO THE RUNWAY FOR 0.5 KM (0.30 MI) TO THE END
 MJ1442'OF RUNWAY 31 AND THE STATION ON THE LEFT AT THE EAST CORNER OF THE
 MJ1442'TURN-AROUND.
 MJ1442'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MJ1442'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 MJ1442'SURROUNDED BY CONCRETE.  LOCATED 24.3 M (79.7 FT) SOUTHEAST OF THE
 MJ1442'CENTER OF THE RUNWAY, 2.6 M (8.5 FT) NORTH OF A STROBE APPROACH LIGHT,
 MJ1442'2.6 M (8.5 FT) NORTH OF A FIBERGLASS WITNESS POST AND 0.3 M (1.0 FT)
 MJ1442'EAST OF THE EAST CORNER OF THE TURN-AROUND.
 MJ1442'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MJ1442'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0580 ***********************************************************************
 NL0580  DESIGNATION -  PETER
 NL0580  PID         -  NL0580
 NL0580  STATE/COUNTY-  IA/CLAY
 NL0580  USGS QUAD   -  PETERSON (1971)
 NL0580
 NL0580                         *CURRENT SURVEY CONTROL
 NL0580  ___________________________________________________________________
 NL0580* NAD 83(1996)-  42 57 13.57296(N)    095 20 16.40356(W)     ADJUSTED  
 NL0580* NAVD 88     -       430.8    (meters)    1413.     (feet)  VERTCON   
 NL0580  ___________________________________________________________________
 NL0580  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 NL0580  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 NL0580
 NL0580  HORZ ORDER  -  FIRST
 NL0580
 NL0580.The horizontal coordinates were established by classical geodetic methods
 NL0580.and adjusted by the National Geodetic Survey in May 1999..
 NL0580
 NL0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0580
 NL0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0580
 NL0580.The geoid height was determined by GEOID03.
 NL0580
 NL0580;                    North         East     Units Scale Factor Converg.
 NL0580;SPC IA N     - 1,163,111.781 1,350,042.517   MT  0.99995781   -1 14 44.2
 NL0580;UTM  15      - 4,758,333.029   309,295.784   MT  1.00004742   -1 35 36.7
 NL0580
 NL0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0580!SPC IA N     -   0.99993690  x   0.99995781  =   0.99989471
 NL0580!UTM  15      -   0.99993690  x   1.00004742  =   0.99998432
 NL0580
 NL0580:                Primary Azimuth Mark                     Grid Az
 NL0580:SPC IA N     -  ROYAL MUN TANK                           020 11 19.6
 NL0580:UTM  15      -  ROYAL MUN TANK                           020 32 12.1
 NL0580
 NL0580|---------------------------------------------------------------------|
 NL0580| PID    Reference Object                     Distance      Geod. Az  |
 NL0580|                                                           dddmmss.s |
 NL0580| OP0796 ROYAL MUN TANK                      APPROX.13.0 KM 0185635.4 |
 NL0580| CO3460 PETER AZ MK                                        0874000.4 |
 NL0580| CO3461 PETER RM 1                           27.948 METERS 24410     |
 NL0580| NL0671 SUTHERLAND MUN TANK                 APPROX.13.8 KM 2781702.9 |
 NL0580| CO3462 PETER RM 2                           35.658 METERS 32719     |
 NL0580|---------------------------------------------------------------------|
 NL0580
 NL0580                          SUPERSEDED SURVEY CONTROL
 NL0580
 NL0580  NAD 83(1996)-  42 57 13.57296(N)    095 20 16.40357(W) AD(       ) 1
 NL0580  NAD 83(1986)-  42 57 13.57129(N)    095 20 16.39835(W) AD(       ) 1
 NL0580  NAD 27      -  42 57 13.65286(N)    095 20 15.39931(W) AD(       ) 1
 NL0580  NGVD 29 (07/19/86)  430.6    (m)         1413.     (f) VERT ANG       
 NL0580
 NL0580.Superseded values are not recommended for survey control.
 NL0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0580.See file dsdata.txt to determine how the superseded data were derived.
 NL0580
 NL0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH0929658333(NAD 83)
 NL0580_MARKER: DS = TRIANGULATION STATION DISK
 NL0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0580_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0580
 NL0580  HISTORY     - Date     Condition        Report By
 NL0580  HISTORY     - 1971     MONUMENTED       NGS
 NL0580
 NL0580                          STATION DESCRIPTION
 NL0580
 NL0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0580'THE STATION IS LOCATED 8 MILES SOUTH-SOUTHWEST OF ROYAL, 8
 NL0580'MILES EAST-SOUTHEAST OF SUTHERLAND, 2 MILES NORTH OF PETERSON,
 NL0580'IN SECTION 21, T 94 N, R 38 W, ON COUNTY RIGHT-OF-WAY, IN A
 NL0580'TRIANGULAR TRAFFIC MEDIAN WHICH MEASURES 0.2 MILE ON A SIDE.
 NL0580'
 NL0580'TO REACH THE STATION FROM THE PETERSON POST OFFICE, GO NORTH
 NL0580'ON THE MAIN STREET FOR 0.1 MILE TO A T-INTERSECTION.  TURN
 NL0580'RIGHT AND GO EAST AND NORTH ON COUNTY ROUTE M 27 FOR 2.3
 NL0580'MILES TO A FORK (MAIN ROAD CURVES TO EAST).  CONTINUE NORTH
 NL0580'ON A DIRT ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT IN
 NL0580'THE GRASS MEDIAN.
 NL0580'
 NL0580'THE STATION MARKS ARE STANDARD DISKS STAMPED PETER 1971.  THE
 NL0580'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NL0580'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 215 FEET
 NL0580'NORTHWEST OF THE CENTER OF ROUTE M 27 AT ITS CLOSEST POINT,
 NL0580'137 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 136 FEET EAST
 NL0580'OF THE CENTER OF A DIRT ROAD, AND 118.0 FEET SOUTHEAST OF A
 NL0580'TRIANGULAR BLAZED POWER LINE POLE.  THE UNDERGROUND DISK IS
 NL0580'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 NL0580'BELOW GROUND.
 NL0580'
 NL0580'REFERENCE MARK 1, A STANDARD DISK STAMPED PETER NO 1 1971,
 NL0580'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NL0580'WHICH IS FLUSH WITH THE GROUND.  IT IS 141 FEET SOUTH OF THE
 NL0580'POWER LINE POLE, 97 FEET EAST-NORTHEAST OF A POWER LINE POLE
 NL0580'ACROSS THE ROAD, AND 53 FEET EAST OF THE CENTER OF A DIRT
 NL0580'ROAD.
 NL0580'
 NL0580'REFERENCE MARK 2, A STANDARD DISK STAMPED PETER NO 2 1971,
 NL0580'IS SET IN THE TOP OF 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NL0580'WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 74 FEET EAST
 NL0580'OF THE CENTER OF THE DIRT ROAD, 40 FEET SOUTH OF THE CENTER
 NL0580'OF A DIRT ROAD, AND 1.3 FEET SOUTHEAST OF THE BLAZED POWER
 NL0580'LINE POLE.
 NL0580'
 NL0580'THE AZIMUTH MARK, A STANDARD DISK STAMPED PETER 1971, IS
 NL0580'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NL0580'WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 18.5 FEET NORTH OF
 NL0580'THE CENTER OF A PAVED ROAD, 2.0 FEET WEST OF A METAL WITNESS
 NL0580'POST, AND 1.8 FEET WEST OF A 6-INCH WOOD HIGHWAY SIGN POST.
 NL0580'
 NL0580'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 NL0580'DIRT ROAD FOR 0.15 MILE TO ROUTE M 27.  CONTINUE EAST ON
 NL0580'ROUTE M 27 FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 NL0580'AND GO EASTERLY ON A PAVED ROAD FOR 0.1 MILE TO THE AZIMUTH
 NL0580'MARK ON THE LEFT, JUST EAST OF A DIRT CROSSROAD.
 NL0580'
 NL0580'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0718 ***********************************************************************
 NJ0718  DESIGNATION -  PETERSBURG ST PET PAUL CATH CH
 NJ0718  PID         -  NJ0718
 NJ0718  STATE/COUNTY-  IA/DELAWARE
 NJ0718  USGS QUAD   -  PETERSBURG (1962)
 NJ0718
 NJ0718                         *CURRENT SURVEY CONTROL
 NJ0718  ___________________________________________________________________
 NJ0718* NAD 83(1996)-  42 33 18.33301(N)    091 12 49.64907(W)     ADJUSTED  
 NJ0718* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 NJ0718  ___________________________________________________________________
 NJ0718  LAPLACE CORR-          -7.32  (seconds)                    DEFLEC99
 NJ0718  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 NJ0718
 NJ0718  HORZ ORDER  -  THIRD
 NJ0718
 NJ0718.The horizontal coordinates were established by classical geodetic methods
 NJ0718.and adjusted by the National Geodetic Survey in May 1999..
 NJ0718
 NJ0718.The orthometric height was scaled from a topographic map.
 NJ0718
 NJ0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0718
 NJ0718.The geoid height was determined by GEOID03.
 NJ0718
 NJ0718;                    North         East     Units Scale Factor Converg.
 NJ0718;SPC IA N     - 1,119,734.170 1,687,726.244   MT  0.99994729   +1 32 58.1
 NJ0718;UTM  15      - 4,712,956.616   646,639.009   MT  0.99986456   +1 12 29.6
 NJ0718
 NJ0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0718!SPC IA N     -   0.99995192  x   0.99994729  =   0.99989921
 NJ0718!UTM  15      -   0.99995192  x   0.99986456  =   0.99981648
 NJ0718
 NJ0718                          SUPERSEDED SURVEY CONTROL
 NJ0718
 NJ0718  NAD 83(1996)-  42 33 18.33295(N)    091 12 49.64857(W) AD(       ) 4
 NJ0718  NAD 83(1996)-  42 33 18.33015(N)    091 12 49.60382(W) AD(       ) 4
 NJ0718  NAD 83(1986)-  42 33 18.33015(N)    091 12 49.60372(W) AD(       ) 4
 NJ0718  NAD 27      -  42 33 18.37500(N)    091 12 49.29400(W) AD(       ) 3
 NJ0718
 NJ0718.Superseded values are not recommended for survey control.
 NJ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0718.See file dsdata.txt to determine how the superseded data were derived.
 NJ0718
 NJ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4663912957(NAD 83)
 NJ0718_MARKER: 90 = CHURCH SPIRE
 NJ0718
 NJ0718  HISTORY     - Date     Condition        Report By
 NJ0718  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0718  HISTORY     - 1964     GOOD             USGS
 NJ0718  HISTORY     - 20060415 GOOD             GEOCAC
 NJ0718
 NJ0718                          STATION DESCRIPTION
 NJ0718
 NJ0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0718'THIS STATION IS THE TALLEST OF THREE SPIRES ON THE ST. PETERS
 NJ0718'AND PAULS CATHOLIC CHURCH IN THE VILLAGE OF PETERSBURG, IOWA.
 NJ0718'IT IS LOCATED ABOUT 125 FEET W OF THE CENTER LINE OF THE
 NJ0718'MAIN STREET (DELAWARE CO. ROUTE G) AND ABOUT 140 FEET W OF
 NJ0718'THE W END OF THE PETERSBURG-NEW VIENNA ROAD.  THE CHURCH WAS
 NJ0718'ERECTED IN 1905.  THE TALLEST (CENTER) SPIRE IS EXCEPTIONALLY
 NJ0718'PROMINENT.
 NJ0718'
 NJ0718'THE SPIRE IS ON THE E END OF A GREY STONE CHURCH.  IT SETS
 NJ0718'ON A GREY STONE TOWER ABOUT 80 FEET HIGH WITH A TALL GREY GOTHIC
 NJ0718'LOUVERED WINDOW ON EACH SIDE, A GABLE WITH AN ORNAMENTAL FINIAL
 NJ0718'AT ITS APEX ON EACH SIDE AT THE TOP, AND TALL SLIM ORNAMENTAL
 NJ0718'TURRETS AT THE CORNERS.  THE GREY OCTAGONAL SPIRE IS ABOUT
 NJ0718'70 FEET HIGH.  IT HAS A COLLAR ABOUT HALF THE WAY UP AND A
 NJ0718'PLATE AND GOLD TREFOIL CROSS AT ITS APEX.  THE TOTAL HEIGHT IS
 NJ0718'ABOUT 155 FEET.
 NJ0718
 NJ0718                          STATION RECOVERY (1964)
 NJ0718
 NJ0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NJ0718'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NJ0718
 NJ0718                          STATION RECOVERY (2006)
 NJ0718
 NJ0718'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1172 ***********************************************************************
 MJ1172  DESIGNATION -  PHALIA
 MJ1172  PID         -  MJ1172
 MJ1172  STATE/COUNTY-  IA/SHELBY
 MJ1172  USGS QUAD   -  PANAMA (1978)
 MJ1172
 MJ1172                         *CURRENT SURVEY CONTROL
 MJ1172  ___________________________________________________________________
 MJ1172* NAD 83(1996)-  41 42 51.04847(N)    095 23 51.18456(W)     ADJUSTED  
 MJ1172* NAVD 88     -       441.6    (meters)    1449.     (feet)  VERTCON   
 MJ1172  ___________________________________________________________________
 MJ1172  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 MJ1172  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 MJ1172
 MJ1172  HORZ ORDER  -  FIRST
 MJ1172
 MJ1172.The horizontal coordinates were established by classical geodetic methods
 MJ1172.and adjusted by the National Geodetic Survey in May 1999..
 MJ1172
 MJ1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1172
 MJ1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1172
 MJ1172.The geoid height was determined by GEOID03.
 MJ1172
 MJ1172;                    North         East     Units Scale Factor Converg.
 MJ1172;SPC IA S     -   192,084.692   342,099.218   MT  0.99998845   -1 14 59.7
 MJ1172;UTM  15      - 4,620,820.443   300,547.670   MT  1.00008956   -1 35 45.2
 MJ1172
 MJ1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1172!SPC IA S     -   0.99993534  x   0.99998845  =   0.99992379
 MJ1172!UTM  15      -   0.99993534  x   1.00008956  =   1.00002489
 MJ1172
 MJ1172|---------------------------------------------------------------------|
 MJ1172| PID    Reference Object                     Distance      Geod. Az  |
 MJ1172|                                                           dddmmss.s |
 MJ1172| CL8120 PHALIA RM 1                          21.283 METERS 07823     |
 MJ1172| MJ1301 PORTSMOUTH ATT MW TOWER             APPROX.10.5 KM 2535908.7 |
 MJ1172| CL8121 PHALIA RM 2                          26.881 METERS 29337     |
 MJ1172| CL8119 PHALIA AZ MK                                       3374307.3 |
 MJ1172|---------------------------------------------------------------------|
 MJ1172
 MJ1172                          SUPERSEDED SURVEY CONTROL
 MJ1172
 MJ1172  NAD 83(1996)-  41 42 51.04908(N)    095 23 51.18652(W) AD(       ) 1
 MJ1172  NAD 83(1986)-  41 42 51.05037(N)    095 23 51.18832(W) AD(       ) 1
 MJ1172  NAD 27      -  41 42 51.09817(N)    095 23 50.18833(W) AD(       ) 1
 MJ1172  NGVD 29 (07/19/86)  441.5    (m)         1448.     (f) VERT ANG       
 MJ1172
 MJ1172.Superseded values are not recommended for survey control.
 MJ1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1172.See file dsdata.txt to determine how the superseded data were derived.
 MJ1172
 MJ1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0054820820(NAD 83)
 MJ1172_MARKER: DS = TRIANGULATION STATION DISK
 MJ1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1172
 MJ1172  HISTORY     - Date     Condition        Report By
 MJ1172  HISTORY     - 1968     MONUMENTED       CGS
 MJ1172
 MJ1172                          STATION DESCRIPTION
 MJ1172
 MJ1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MJ1172'THE STATION IS LOCATED ABOUT 0.4 MILE SOUTH-SOUTHWEST OF THE
 MJ1172'POST OFFICE IN WESTPHALIA AND ON PROPERTY OWNED BY MRS ROZA
 MJ1172'PAOLLOZZI.
 MJ1172'
 MJ1172'TO REACH THE STATION FROM THE POST OFFICE IN WESTPHALIA, GO
 MJ1172'SOUTH ON PAVED STREET FOR 0.15 MILE TO A T-INTERSECTION.  TURN
 MJ1172'RIGHT AND GO WEST FOR 0.5 MILE TO A GATE ON THE LEFT.  (TURN RIGHT
 MJ1172'AND GO NORTH, WEST AND NORTH FOR 0.6 MILE TO THE AZIMUTH MARK ON
 MJ1172'THE RIGHT.) TURN LEFT AND GO SOUTH ON FARM ROAD FOR 0.25 MILE TO
 MJ1172'THE STATION.
 MJ1172'
 MJ1172'THE STATION MARK IS A STANDARD DISK, STAMPED PHALIA 1968, SET
 MJ1172'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 MJ1172'WITH THE GROUND SURFACE.  IT IS 89 FEET EAST-SOUTHEAST OF THE
 MJ1172'SOUTHEAST CORNER OF A BARN, 80 FEET SOUTH-SOUTHWEST OF THE WEST
 MJ1172'ONE OF TWO TREES, 70.0 FEET WEST OF A METAL WITNESS POST WITH
 MJ1172'SIGN ATTACHED AND 51 FEET SOUTH OF THE FARM ROAD.
 MJ1172'
 MJ1172'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PHALIA NO 1, 1968,
 MJ1172'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 MJ1172'PROJECTS 1-INCH.  IT IS 52 FEET SOUTH OF THE WEST ONE OF TWO
 MJ1172'TREES, 1.2 FEET NORTH OF THE METAL WITNESS POST WITH SIGN AND 1
 MJ1172'FOOT WEST OF A WIRE FENCE.
 MJ1172'
 MJ1172'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PHALIA NO 2 1968,
 MJ1172'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 MJ1172'4-INCHES.  IT IS 105 FEET SOUTH OF A WIRE FENCE, 17 FEET NORTH OF
 MJ1172'THE CENTER OF THE FARM ROAD AND 2 FEET EAST OF THE SOUTHEAST
 MJ1172'CORNER OF THE BARN.
 MJ1172'
 MJ1172'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PHALIA 1968, SET
 MJ1172'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 MJ1172'4-INCHES.  IT IS 33 FEET EAST OF THE CENTER OF A PAVED ROAD, 17
 MJ1172'FEET SOUTH OF A POWER LINE POLE, 1.6 FEET NORTHWEST OF A METAL
 MJ1172'WITNESS POST WITH SIGN ATTACHED AND 2.6 FEET SOUTHWEST OF THE
 MJ1172'SOUTH GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1031 ***********************************************************************
 OP1031  DESIGNATION -  PHILISTINE LUTH CH SPIRE
 OP1031  PID         -  OP1031
 OP1031  STATE/COUNTY-  IA/EMMET
 OP1031  USGS QUAD   -  GRUVER (1980)
 OP1031
 OP1031                         *CURRENT SURVEY CONTROL
 OP1031  ___________________________________________________________________
 OP1031* NAD 83(1996)-  43 29 17.94111(N)    094 41 17.98611(W)     ADJUSTED  
 OP1031* NAVD 88     -                                                        
 OP1031  ___________________________________________________________________
 OP1031  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 OP1031  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 OP1031
 OP1031  HORZ ORDER  -  THIRD
 OP1031
 OP1031.The horizontal coordinates were established by classical geodetic methods
 OP1031.and adjusted by the National Geodetic Survey in May 1999..
 OP1031
 OP1031
 OP1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1031
 OP1031.The geoid height was determined by GEOID03.
 OP1031
 OP1031;                    North         East     Units Scale Factor Converg.
 OP1031;SPC IA N     - 1,221,543.595 1,403,871.878   MT  1.00004804   -0 48 19.4
 OP1031;SPC MN S     -   154,494.100   744,315.839   MT  1.00007696   -0 28 56.9
 OP1031;UTM  15      - 4,816,428.354   363,480.747   MT  0.99982925   -1 09 43.6
 OP1031
 OP1031                          SUPERSEDED SURVEY CONTROL
 OP1031
 OP1031  NAD 83(1996)-  43 29 17.94111(N)    094 41 17.98611(W) AD(       ) 4
 OP1031  NAD 83(1986)-  43 29 17.93430(N)    094 41 17.98024(W) AD(       ) 4
 OP1031  NAD 27      -  43 29 18.09196(N)    094 41 17.04199(W) AD(       ) 3
 OP1031
 OP1031.Superseded values are not recommended for survey control.
 OP1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1031.See file dsdata.txt to determine how the superseded data were derived.
 OP1031
 OP1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6348116428(NAD 83)
 OP1031_MARKER: 90 = CHURCH SPIRE
 OP1031
 OP1031  HISTORY     - Date     Condition        Report By
 OP1031  HISTORY     - 1981     FIRST OBSERVED   MNDT
 OP1031
 OP1031                          STATION DESCRIPTION
 OP1031
 OP1031'DESCRIBED BY MN DEPT OF TRANSP 1981 (DKH)
 OP1031'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF THE TOWN OF CEYLON,
 OP1031'IN IOWA, 1 MILE SOUTH OF THE MINNESOTA - IOWA STATE LINE.
 OP1031'
 OP1031'THE CHURCH IS BUILT OF WOOD, PAINTED WHITE, 50 FEET HIGH, AND WITH A
 OP1031'SPIRE ON THE SOUTH SIDE.
 OP1031'
 OP1031'THE CHURCH SPIRE WAS OBSERVED FROM STATIONS CEYLON AND PITCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0928 ***********************************************************************
 OO0928  DESIGNATION -  PHILLIP ET
 OO0928  PID         -  OO0928
 OO0928  STATE/COUNTY-  IA/CHICKASAW
 OO0928  USGS QUAD   -  IONIA (1972)
 OO0928
 OO0928                         *CURRENT SURVEY CONTROL
 OO0928  ___________________________________________________________________
 OO0928* NAD 83(1996)-  43 03 38.96337(N)    092 24 58.68433(W)     ADJUSTED  
 OO0928* NAVD 88     -       343.7    (meters)    1128.     (feet)  VERTCON   
 OO0928  ___________________________________________________________________
 OO0928  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 OO0928  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 OO0928
 OO0928  HORZ ORDER  -  SECOND
 OO0928
 OO0928.The horizontal coordinates were established by classical geodetic methods
 OO0928.and adjusted by the National Geodetic Survey in May 1999..
 OO0928
 OO0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0928
 OO0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0928
 OO0928.The geoid height was determined by GEOID03.
 OO0928
 OO0928;                    North         East     Units Scale Factor Converg.
 OO0928;SPC IA N     - 1,173,939.835 1,588,273.472   MT  0.99996888   +0 44 04.1
 OO0928;UTM  15      - 4,767,734.444   547,529.429   MT  0.99962779   +0 23 54.8
 OO0928
 OO0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0928!SPC IA N     -   0.99995095  x   0.99996888  =   0.99991983
 OO0928!UTM  15      -   0.99995095  x   0.99962779  =   0.99957876
 OO0928
 OO0928:                Primary Azimuth Mark                     Grid Az
 OO0928:SPC IA N     -  NEW HAMPTON MW TOWER                     086 58 57.9
 OO0928:UTM  15      -  NEW HAMPTON MW TOWER                     087 19 07.2
 OO0928
 OO0928|---------------------------------------------------------------------|
 OO0928| PID    Reference Object                     Distance      Geod. Az  |
 OO0928|                                                           dddmmss.s |
 OO0928| CI6018 NEW HAMPTON MW TOWER                               0874302.0 |
 OO0928| CI6945 PHILLIP ET RM 1                      13.852 METERS 10007     |
 OO0928| CI6946 PHILLIP ET RM 2                      15.148 METERS 17413     |
 OO0928|---------------------------------------------------------------------|
 OO0928
 OO0928                          SUPERSEDED SURVEY CONTROL
 OO0928
 OO0928  NAD 83(1996)-  43 03 38.96336(N)    092 24 58.68433(W) AD(       ) 2
 OO0928  NAD 83(1986)-  43 03 38.95633(N)    092 24 58.68056(W) AD(       ) 2
 OO0928  NAD 27      -  43 03 39.04631(N)    092 24 58.03303(W) AD(       ) 2
 OO0928  NGVD 29 (07/19/86)  343.7    (m)         1128.     (f) VERT ANG       
 OO0928
 OO0928.Superseded values are not recommended for survey control.
 OO0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0928.See file dsdata.txt to determine how the superseded data were derived.
 OO0928
 OO0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4752967734(NAD 83)
 OO0928_MARKER: DD = SURVEY DISK
 OO0928_SETTING: 0 = UNSPECIFIED SETTING
 OO0928
 OO0928  HISTORY     - Date     Condition        Report By
 OO0928  HISTORY     - 1969     MONUMENTED       USGS
 OO0928
 OO0928                          STATION DESCRIPTION
 OO0928
 OO0928'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 OO0928'THE STATION IS ABOUT 5.0 MI W. OF NEW HAMPTON, ABOUT 500 FT N. OF
 OO0928'QUARTER COR. BETWEEN SECS. 7 AND 8, T. 95 N., R. 13 W., ON THE
 OO0928'N. SLOPE OF A PROMINENT RIDGE, ABOUT 0.4 MI S. OF U.S. HWY. 18.
 OO0928'
 OO0928'TO REACH THE STATION FROM THE JCT. OF U.S. HWYS. 18 AND 63 IN NEW
 OO0928'HAMPTON, GO W. ON U.S. HWY. 18 FOR 5.0 MI TO A CROSSROAD, TURN LEFT
 OO0928'AND GO S. FOR 0.4 MI TO THE N. SIDE OF TWO FARMYARDS ON THE N.
 OO0928'SLOPE OF A RIDGE AND THE STATION ON THE LEFT.
 OO0928'
 OO0928'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 OO0928'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 OO0928'TO WITHIN 1 IN. OF CAP, STAMPED ET PHILLIP 1969 IS 292 FT N. AND
 OO0928'41 FT E. CENTER RD. AT PRIVATE DRIVE E.  9 FT N. AND 3.5 FT E. OF
 OO0928'A FENCE CORNER.  3.5 FT E. OF USGS WITNESS POST.  THE MARK IS
 OO0928'FLUSH WITH THE GROUND.
 OO0928'
 OO0928'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0928'COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 OO0928'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED PHILLIP NO. 1 1969 IS E. OF
 OO0928'THE STATION.  285 FT N. AND 86 FT E. CENTER RD. AT PRIVATE DRIVE
 OO0928'E., 48 FT E. OF A FENCE CORNER.  AND 1.5 FT N. OF A FENCE.  THE
 OO0928'MARK IS FLUSH WITH THE GROUND.
 OO0928'
 OO0928'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0928'COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 OO0928'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED PHILLIP NO 2 1969 IS S. OF
 OO0928'THE STATION.  243 FT S. AND 44.5 FT E. CENTER RD. AT PRIVATE DRIVE
 OO0928'E.  40 FT S. AND 7 FT E. OF A FENCE COR.  THE MARK IS FLUSH WITH
 OO0928'THE GROUND.
 OO0928'
 OO0928'NO AZIMUTH MARK WAS SET.
 OO0928'
 OO0928'REFERENCE AZIMUTH USED -- NEW HAMPTON M.W.T. (1964)
 OO0928'
 OO0928'NEW HAMPTON MUNICIPAL WATER TANK -- 1964 STATION IS THE LIGHT ON
 OO0928'TOP OF NEW HAMPTON MUNICIPAL WATER TANK IN NEW HAMPTON.  THE TANK IS
 OO0928'A TORO ELLIPSOIDAL TYPE WITH 5 LEGS LOCATED ABOUT 0.1 MI N. OF
 OO0928'INTERSECTION OF W. HALE STREET AND N. SHERMAN AVENUE IN NEW
 OO0928'HAMPTON, ABOUT 90 FT W. OF CENTER N. SHERMAN AVENUE.  THE TANK WAS
 OO0928'BUILT IN 1964.  T. 95 N., R. 13 W., NEAR THE CENTER OF NE 1/4
 OO0928'SEC. 12.
 OO0928'
 OO0928'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0688 ***********************************************************************
 NL0688  DESIGNATION -  PIERSON
 NL0688  PID         -  NL0688
 NL0688  STATE/COUNTY-  IA/CHEROKEE
 NL0688  USGS QUAD   -  PIERSON (1969)
 NL0688
 NL0688                         *CURRENT SURVEY CONTROL
 NL0688  ___________________________________________________________________
 NL0688* NAD 83(1996)-  42 33 38.68255(N)    095 50 36.16738(W)     ADJUSTED  
 NL0688* NAVD 88     -       425.     (meters)    1394.     (feet)  SCALED    
 NL0688  ___________________________________________________________________
 NL0688  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 NL0688  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 NL0688
 NL0688  HORZ ORDER  -  SECOND
 NL0688
 NL0688.The horizontal coordinates were established by classical geodetic methods
 NL0688.and adjusted by the National Geodetic Survey in May 1999..
 NL0688
 NL0688.The orthometric height was scaled from a topographic map.
 NL0688
 NL0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0688
 NL0688.The geoid height was determined by GEOID03.
 NL0688
 NL0688;                    North         East     Units Scale Factor Converg.
 NL0688;SPC IA N     - 1,120,490.356 1,307,597.874   MT  0.99994710   -1 35 17.6
 NL0688;UTM  15      - 4,715,957.186   266,588.447   MT  1.00027035   -1 55 26.6
 NL0688
 NL0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0688!SPC IA N     -   0.99993759  x   0.99994710  =   0.99988470
 NL0688!UTM  15      -   0.99993759  x   1.00027035  =   1.00020793
 NL0688
 NL0688|---------------------------------------------------------------------|
 NL0688| PID    Reference Object                     Distance      Geod. Az  |
 NL0688|                                                           dddmmss.s |
 NL0688| CO3469 PIERSON RM 1                         30.912 METERS 12010     |
 NL0688| NL0689 PIERSON MUNICIPAL TANK              APPROX. 2.6 KM 2323553.0 |
 NL0688| CO3468 PIERSON AZ MK                                      2663121.8 |
 NL0688| CO3470 PIERSON RM 2                         31.700 METERS 27026     |
 NL0688|---------------------------------------------------------------------|
 NL0688
 NL0688                          SUPERSEDED SURVEY CONTROL
 NL0688
 NL0688  NAD 83(1996)-  42 33 38.68273(N)    095 50 36.16723(W) AD(       ) 2
 NL0688  NAD 83(1996)-  42 33 38.68212(N)    095 50 36.16640(W) AD(       ) 2
 NL0688  NAD 83(1986)-  42 33 38.68296(N)    095 50 36.16537(W) AD(       ) 2
 NL0688  NAD 27      -  42 33 38.72000(N)    095 50 35.11500(W) AD(       ) 2
 NL0688
 NL0688.Superseded values are not recommended for survey control.
 NL0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0688.See file dsdata.txt to determine how the superseded data were derived.
 NL0688
 NL0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH6658815957(NAD 83)
 NL0688_MARKER: DS = TRIANGULATION STATION DISK
 NL0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0688
 NL0688  HISTORY     - Date     Condition        Report By
 NL0688  HISTORY     - 1950     MONUMENTED       CGS
 NL0688
 NL0688                          STATION DESCRIPTION
 NL0688
 NL0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0688'STATION IS LOCATED ABOUT 7 MILES WEST SOUTHWEST OF WASHTA AND 2
 NL0688'MILES NORTHEAST OF PIERSON ON RIGHT OF WAY OF DIRT ROAD.
 NL0688'STATION IS 24 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 NL0688'ROAD, 12 FEET WEST SOUTHWEST OF TELEPHONE POLE WITH TRIANGLE
 NL0688'BLAZE, 3.5 FEET SOUTHEAST OF WITNESS POST AND 3 FEET SOUTH OF
 NL0688'FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 NL0688'STAMPED PIERSON 1950.
 NL0688'
 NL0688'REFERENCE MARK NO. 1 IS 29 FEET SOUTH OF THE APPROXIMATE
 NL0688'CENTERLINE OF ROAD AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS
 NL0688'ABOUT 4 INCHES AND THE DISK IS STAMPED PIERSON NO 1 1950.
 NL0688'
 NL0688'REFERENCE MARK NO. 2 IS 26 FEET NORTH OF THE APPROXIMATE
 NL0688'CENTERLINE OF ROAD AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 NL0688'ABOUT 6 INCHES AND THE DISK IS STAMPED PIERSON NO 2 1950.
 NL0688'
 NL0688'AZIMUTH MARK IS 30 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 NL0688'OF ROAD, 2 FEET NORTHEAST OF WITNESS POST AND 1 FOOT NORTH OF
 NL0688'FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 NL0688'PIERSON 1950.
 NL0688'
 NL0688'TO REACH FROM THE FARMERS SAVINGS BANK, ONE BLOCK NORTH
 NL0688'OF THE RAILROAD DEPOT IN PIERSON, GO EAST FOR 0.15 MILE TO
 NL0688'T INTERSECTION.  TURN LEFT AND GO NORTH FOR 0.2 MILE TO T
 NL0688'INTERSECTION.  TURN RIGHT AND GO EAST FOR 0.25 MILE TO CROSSROADS.
 NL0688'TURN LEFT AND GO NORTH FOR 1.0 MILE TO CROSSROADS.  TURN RIGHT
 NL0688'AND GO EAST FOR 0.65 MILE TO AZIMUTH MARK ON RIGHT OR SOUTH
 NL0688'SIDE OF ROAD AS DESCRIBED.  CONTINUE EAST FOR 0.2 MILE TO
 NL0688'STATION ON LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.
 NL0688'
 NL0688'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0689 ***********************************************************************
 NL0689  DESIGNATION -  PIERSON MUNICIPAL TANK
 NL0689  PID         -  NL0689
 NL0689  STATE/COUNTY-  IA/WOODBURY
 NL0689  USGS QUAD   -  PIERSON (1969)
 NL0689
 NL0689                         *CURRENT SURVEY CONTROL
 NL0689  ___________________________________________________________________
 NL0689* NAD 83(1996)-  42 32 47.98126(N)    095 52 05.82827(W)     ADJUSTED  
 NL0689* NAVD 88     -                                                        
 NL0689  ___________________________________________________________________
 NL0689  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 NL0689  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 NL0689
 NL0689  HORZ ORDER  -  THIRD
 NL0689
 NL0689.The horizontal coordinates were established by classical geodetic methods
 NL0689.and adjusted by the National Geodetic Survey in May 1999..
 NL0689
 NL0689
 NL0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0689
 NL0689.The geoid height was determined by GEOID03.
 NL0689
 NL0689;                    North         East     Units Scale Factor Converg.
 NL0689;SPC IA N     - 1,118,983.563 1,305,509.707   MT  0.99994759   -1 36 18.3
 NL0689;UTM  15      - 4,714,462.157   264,490.801   MT  1.00028245   -1 56 25.4
 NL0689
 NL0689                          SUPERSEDED SURVEY CONTROL
 NL0689
 NL0689  NAD 83(1996)-  42 32 47.98140(N)    095 52 05.82818(W) AD(       ) 4
 NL0689  NAD 83(1996)-  42 32 47.98078(N)    095 52 05.82736(W) AD(       ) 4
 NL0689  NAD 83(1986)-  42 32 47.98175(N)    095 52 05.82575(W) AD(       ) 4
 NL0689  NAD 27      -  42 32 48.01000(N)    095 52 04.78000(W) AD(       ) 3
 NL0689
 NL0689.Superseded values are not recommended for survey control.
 NL0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0689.See file dsdata.txt to determine how the superseded data were derived.
 NL0689
 NL0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH6449114462(NAD 83)
 NL0689_MARKER: 53 = ELEVATED TANK
 NL0689
 NL0689  HISTORY     - Date     Condition        Report By
 NL0689  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0689
 NL0689                          STATION DESCRIPTION
 NL0689
 NL0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0689'THE STATION IS LOCATED IN THE TOWN OF PIERSON.  IT IS ABOUT
 NL0689'80 FEET HIGH, HAS FOUR LEGS, IS PAINTED SILVER AND IS OF STEEL
 NL0689'CONSTRUCTION.
 NL0689'
 NL0689'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK.
 NL0689'
 NL0689'TO REACH THE STATION FROM THE POST OFFICE IN PIERSON, GO NORTH
 NL0689'FOR 0.15 MILE ON THE MAIN STREET TO THE STATION ON THE LEFT OR
 NL0689'WEST SIDE OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0674 ***********************************************************************
 NL0674  DESIGNATION -  PIGOTT
 NL0674  PID         -  NL0674
 NL0674  STATE/COUNTY-  IA/CHEROKEE
 NL0674  USGS QUAD   -  CHEROKEE NORTH (1971)
 NL0674
 NL0674                         *CURRENT SURVEY CONTROL
 NL0674  ___________________________________________________________________
 NL0674* NAD 83(1996)-  42 45 32.13822(N)    095 37 23.17861(W)     ADJUSTED  
 NL0674* NAVD 88     -       447.88   (+/-2cm)    1469.4    (feet)  VERTCON   
 NL0674  ___________________________________________________________________
 NL0674  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 NL0674  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 NL0674
 NL0674  HORZ ORDER  -  FIRST
 NL0674  VERT ORDER  -  THIRD ? (See Below)
 NL0674
 NL0674.The horizontal coordinates were established by classical geodetic methods
 NL0674.and adjusted by the National Geodetic Survey in May 1999..
 NL0674
 NL0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0674.The vertical order pertains to the NGVD 29 superseded value.
 NL0674
 NL0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0674
 NL0674.The geoid height was determined by GEOID03.
 NL0674
 NL0674;                    North         East     Units Scale Factor Converg.
 NL0674;SPC IA N     - 1,142,019.738 1,326,232.227   MT  0.99994663   -1 26 20.1
 NL0674;UTM  15      - 4,737,381.660   285,355.078   MT  1.00016685   -1 46 53.6
 NL0674
 NL0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0674!SPC IA N     -   0.99993410  x   0.99994663  =   0.99988073
 NL0674!UTM  15      -   0.99993410  x   1.00016685  =   1.00010094
 NL0674
 NL0674:                Primary Azimuth Mark                     Grid Az
 NL0674:SPC IA N     -  PIGOTT AZ MK                             041 13 37.4
 NL0674:UTM  15      -  PIGOTT AZ MK                             041 34 10.9
 NL0674
 NL0674|---------------------------------------------------------------------|
 NL0674| PID    Reference Object                     Distance      Geod. Az  |
 NL0674|                                                           dddmmss.s |
 NL0674| CO3471 PIGOTT AZ MK                                       0394717.3 |
 NL0674| NL0677 CHEROKEE ST ASYLUM ADM DOME         APPROX. 4.2 KM 0924448.5 |
 NL0674| NL0672 CHEROKEE ST ASYLUM WATER TANK       APPROX. 4.0 KM 0924810.9 |
 NL0674| NL0675 CHEROKEE ST INSANE ASYLUM STK       APPROX. 4.0 KM 0941840.2 |
 NL0674| NL0673 CHEROKEE MUNICIPAL TANK             APPROX. 4.9 KM 0955726.5 |
 NL0674| CO3472 PIGOTT RM 1                          25.040 METERS 22146     |
 NL0674| NL0678 CLEGHORN MUNICIPAL TANK             APPROX. 9.5 KM 3083537.7 |
 NL0674| CO3473 PIGOTT RM 2                          26.634 METERS 32823     |
 NL0674|---------------------------------------------------------------------|
 NL0674
 NL0674                          SUPERSEDED SURVEY CONTROL
 NL0674
 NL0674  NAD 83(1996)-  42 45 32.13825(N)    095 37 23.17858(W) AD(       ) 1
 NL0674  NAD 83(1996)-  42 45 32.13720(N)    095 37 23.17673(W) AD(       ) 1
 NL0674  NAD 83(1986)-  42 45 32.13766(N)    095 37 23.17556(W) AD(       ) 1
 NL0674  NAD 27      -  42 45 32.19300(N)    095 37 22.14100(W) AD(       ) 1
 NL0674  NGVD 29 (07/19/86)  447.71   (m)         1468.9    (f) LEVELING    3  
 NL0674
 NL0674.Superseded values are not recommended for survey control.
 NL0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0674.See file dsdata.txt to determine how the superseded data were derived.
 NL0674
 NL0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH8535537382(NAD 83)
 NL0674_MARKER: DS = TRIANGULATION STATION DISK
 NL0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0674
 NL0674  HISTORY     - Date     Condition        Report By
 NL0674  HISTORY     - 1940     MONUMENTED       CGS
 NL0674  HISTORY     - 1950     GOOD             CGS
 NL0674
 NL0674                          STATION DESCRIPTION
 NL0674
 NL0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0674'STATION PIGOTT IS ABOUT 3 MILES WEST OF CHEROKEE, 6 MILES
 NL0674'SOUTHEAST OF CLEGHORN, NEAR THE EAST 1/4 CORNER OF SEC. 25,
 NL0674'T92 N, R 41 W, ON LAND OWNED AND OCCUPIED BY E.D. PIGOTT.
 NL0674'
 NL0674'TO REACH FROM THE INTERSECTION OF U.S. 59 AND IOWA STATE
 NL0674'ROUTE 10 IN CHEROKEE, GO WEST ON CO. ROUTE A FOR 3.6 MILES
 NL0674'AND TURN NORTH, GO 0.6 MILES TO STATION AND FARMHOUSE ON WEST
 NL0674'SIDE OF ROAD.  TO REACH AZIMUTH MARK CONTINUE NORTH 0.4 MILES
 NL0674'AND TURN RIGHT, EAST, GO 0.3 MILE TO AZIMUTH MARK ON RIGHT,
 NL0674'SOUTH, SIDE OF ROAD AT FARM FIELD ENTRANCE.
 NL0674'
 NL0674'STATION MARK IS IN THE EAST EDGE OF FARM LOT 53 FEET WEST OF
 NL0674'CENTER LINE OF COUNTY ROAD, 61 FEET SOUTH OF YARD FENCE, 52 FEET
 NL0674'SOUTH OF CENTER LINE OF FARM LANE, 69 FEET NORTH OF HOG
 NL0674'LOT FENCE LINE, MARK IS STAMPED PIGOTT 1940, AND IS FLUSH
 NL0674'WITH GROUND.
 NL0674'
 NL0674'R.M. NO. 1 IS ABOUT 1 FOOT LOWER THAN STATION, 1 FOOT NORTH
 NL0674'OF HOG LOT FENCE, 106 FEET WEST OF CENTER LINE OF COUNTY ROAD,
 NL0674'IS STAMPED PIGOTT NO--1 1940, AND PROJECTS 4 INCHES.
 NL0674'
 NL0674'R.M. NO. 2 IS ABOUT 1 FOOT HIGHER THAN STATION, 6 INCHES SOUTH
 NL0674'OF YARD FENCE, 14 FEET NORTH OF CENTER LINE OF FARM ENTRANCE
 NL0674'LANE, 60 FEET WEST OF YARD FENCE CORNER, 106 FEET WEST OF
 NL0674'CENTER LINE OF COUNTY ROAD, IS STAMPED PIGOTT NO. 2 1940,
 NL0674'AND IS SET FLUSH WITH GROUND.
 NL0674'
 NL0674'AZIMUTH MARK IS ABOUT 0.5 MILE EAST NORTHEAST OF STATION, 34
 NL0674'FEET SOUTH OF CENTER LINE OF ROAD, 2 FEET NORTH OF FENCE
 NL0674'CORNER, 8 FEET EAST OF CENTER LINE OF FIELD ENTRANCE LANE,
 NL0674'IS STAMPED PIGOTT 1940, AND PROJECTS 6 INCHES.
 NL0674'
 NL0674'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NL0674
 NL0674                          STATION RECOVERY (1950)
 NL0674
 NL0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0674'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 NL0674'CONDITION.  THE 1940 DESCRIPTION BY K.B.J. IS ADEQUATE,
 NL0674'EXCEPT THE DISTANCE TO THE REFERENCE MARKS AND THE DIRECTION
 NL0674'TO THE REFERENCE AND AZIMUTH MARKS DID NOT CHECK WITH THE 1940.
 NL0674'
 NL0674'OBSERVATIONS TAKEN FROM A 64 FT. TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0574 ***********************************************************************
 NL0574  DESIGNATION -  PIKE
 NL0574  PID         -  NL0574
 NL0574  STATE/COUNTY-  IA/BUENA VISTA
 NL0574  USGS QUAD   -  SCHALLER NORTH (1979)
 NL0574
 NL0574                         *CURRENT SURVEY CONTROL
 NL0574  ___________________________________________________________________
 NL0574* NAD 83(1996)-  42 36 31.48180(N)    095 17 22.06378(W)     ADJUSTED  
 NL0574* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 NL0574  ___________________________________________________________________
 NL0574  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 NL0574  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 NL0574
 NL0574  HORZ ORDER  -  SECOND
 NL0574
 NL0574.The horizontal coordinates were established by classical geodetic methods
 NL0574.and adjusted by the National Geodetic Survey in May 1999..
 NL0574
 NL0574.The orthometric height was scaled from a topographic map.
 NL0574
 NL0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0574
 NL0574.The geoid height was determined by GEOID03.
 NL0574
 NL0574;                    North         East     Units Scale Factor Converg.
 NL0574;SPC IA N     - 1,124,709.220 1,353,182.036   MT  0.99994589   -1 12 46.1
 NL0574;UTM  15      - 4,719,908.848   312,205.805   MT  1.00003391   -1 33 01.4
 NL0574
 NL0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0574!SPC IA N     -   0.99993385  x   0.99994589  =   0.99987974
 NL0574!UTM  15      -   0.99993385  x   1.00003391  =   0.99996776
 NL0574
 NL0574:                Primary Azimuth Mark                     Grid Az
 NL0574:SPC IA N     -  STORM LAKE PUB SER PWR STK               034 04 38.7
 NL0574:UTM  15      -  STORM LAKE PUB SER PWR STK               034 24 54.0
 NL0574
 NL0574|---------------------------------------------------------------------|
 NL0574| PID    Reference Object                     Distance      Geod. Az  |
 NL0574|                                                           dddmmss.s |
 NL0574| NL0570 STORM LAKE PUB SER PWR STK          APPROX. 6.2 KM 0325152.6 |
 NL0574| CO3477 PIKE RM 3                            27.414 METERS 03707     |
 NL0574| NL0568 STORM LAKE MUNICIPAL TANK           APPROX. 8.1 KM 0620633.5 |
 NL0574| NL0562 STORM LAKE ST MARYS CATH CH         APPROX. 8.4 KM 0645314.9 |
 NL0574| NL0566 STORM LAKE ST POL KAA 971 MAST      APPROX. 8.9 KM 0701115.3 |
 NL0574| NL0564 STORM LAKE RAD STA KAYL MAST        APPROX.10.2 KM 0733702.4 |
 NL0574| CO3476 PIKE RM 2                            27.378 METERS 10048     |
 NL0574| NL0626 SCHALLER MUNICIPAL TANK             APPROX.12.4 KM 1822740.1 |
 NL0574| CO3474 PIKE AZ MK                                         1833527.6 |
 NL0574| CO3475 PIKE RM 1                            27.011 METERS 34511     |
 NL0574| NL0572 ALTA MUNICIPAL TANK                 APPROX. 7.4 KM 3513731.1 |
 NL0574| NL0573 ALTA MUNICIPAL POWER PLANT STK      APPROX. 7.3 KM 3514009.5 |
 NL0574|---------------------------------------------------------------------|
 NL0574
 NL0574                          SUPERSEDED SURVEY CONTROL
 NL0574
 NL0574  NAD 83(1996)-  42 36 31.48183(N)    095 17 22.06376(W) AD(       ) 2
 NL0574  NAD 83(1986)-  42 36 31.48063(N)    095 17 22.06244(W) AD(       ) 2
 NL0574  NAD 27      -  42 36 31.54900(N)    095 17 21.06700(W) AD(       ) 2
 NL0574
 NL0574.Superseded values are not recommended for survey control.
 NL0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0574.See file dsdata.txt to determine how the superseded data were derived.
 NL0574
 NL0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1220619909(NAD 83)
 NL0574_MARKER: DS = TRIANGULATION STATION DISK
 NL0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0574
 NL0574  HISTORY     - Date     Condition        Report By
 NL0574  HISTORY     - 1950     MONUMENTED       CGS
 NL0574  HISTORY     - 1973     GOOD             NGS
 NL0574
 NL0574                          STATION DESCRIPTION
 NL0574
 NL0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0574'STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF SCHALLER AND
 NL0574'5 MILES SOUTHWEST OF STORM LAKE IN A FARMYARD.  STATION IS
 NL0574'58 FEET EAST OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD,
 NL0574'33 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DRIVEWAY, 24
 NL0574'FEET EAST SOUTHEAST OF WITNESS POST, 22 FEET NORTH OF BOARD
 NL0574'FENCE AND 21 FEET EAST NORTHEAST OF LARGE COTTON WOOD TREE.
 NL0574'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 NL0574'PIKE 1950.
 NL0574'
 NL0574'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE APPROXIMATE
 NL0574'CENTERLINE OF GRAVEL ROAD, 33 FEET NORTH OF POWER POLE AND
 NL0574'1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 NL0574'THE DISK IS STAMPED PIKE NO 1 1950.
 NL0574'
 NL0574'REFERENCE MARK NO. 2 IS 3 FEET NORTH OF BOARD FENCE AND 2
 NL0574'FEET SOUTHWEST OF SOUTHWEST CORNER OF BARN.  THE MARK PROJECTS
 NL0574'ABOUT 3 INCHES AND THE DISK IS STAMPED PIKE NO 2 1950.
 NL0574'
 NL0574'AZIMUTH MARK IS 32 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 NL0574'GRAVEL ROAD, 2 FEET NORTH NORTHEAST OF WITNESS POST AND 1 FOOT
 NL0574'EAST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 NL0574'IS STAMPED PIKE 1950.
 NL0574'
 NL0574'TO REACH FROM THE POST OFFICE IN SCHALLER GO EAST FOR 0.25
 NL0574'MILE TO STATE ROUTE 110.  TURN LEFT AND GO NORTH ON STATE
 NL0574'ROUTE 110 FOR 7.1 MILES TO WHERE THE MAIN ROAD CURVES RIGHT.
 NL0574'CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO AZIMUTH MARK ON LEFT
 NL0574'OR WEST SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR 0.25 MILE
 NL0574'TO FARM AND STATION ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.
 NL0574'
 NL0574'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NL0574
 NL0574                          STATION RECOVERY (1973)
 NL0574
 NL0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NL0574'ALL THE MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 NL0574'REFERENCE MARK 2 WAS OBSTRUCTED THIS DATE AND WILL BE COVERED
 NL0574'BY AN ADDITION TO A BARN.  THE DISTANCE AND DIRECTION TO
 NL0574'REFERENCE MARK 1 CHECKED THE 1950 DATA FAVORABLY.  REFERENCE
 NL0574'MARK 3 WAS ESTABLISHED THIS DATE.
 NL0574'
 NL0574'FOLLOWING IS A DESCRIPTION OF A NEW ROUTE TO REACH THE STATION.
 NL0574'ADDITIONAL NOTES FOR THE AZIMUTH MARK AND A DESCRIPTION FOR
 NL0574'REFERENCE MARK 3.
 NL0574'
 NL0574'TO REACH THE STATION FROM THE JUNCTION OF U.S. 20 AND STATE
 NL0574'HIGHWAY 110 ABOUT 0.25 MILE EAST OF THE POST OFFICE IN SCHALLER,
 NL0574'GO NORTH ON HIGHWAY 110 FOR 7.35 MILES TO WHERE THE HIGHWAY
 NL0574'CURVES EAST.  CONTINUE STRAIGHT AHEAD, NORTH, FOR 0.15 MILE TO
 NL0574'COUNTY ROAD C AND THE AZIMUTH MARK ON THE LEFT ABOUT 45 YARDS
 NL0574'NORTH OF THE INTERSECTION.  CONTINUE NORTH ON THE GRAVELED
 NL0574'ROAD FOR 0.3 MILE TO A DRIVEWAY ON THE RIGHT LEADING TO
 NL0574'FARM OWNED BY DORTHEY HOURWITZ, HARTLEY, IOWA AND FARMED
 NL0574'BY ELDON ROHLK, ALTA, IOWA, AND THE STATION ON THE RIGHT IN
 NL0574'THE SOUTHWEST CORNER OF THE FARMYARD.
 NL0574'
 NL0574'THE AZIMUTH MARK IS 84 FEET NORTH OF A CORNER FENCE POST, 85
 NL0574'FEET NORTH OF A T-JUNCTION POWER POLE, 31 FEET WEST OF THE
 NL0574'CENTER OF THE GRAVELED ROAD, 1.5 FEET NORTHEAST OF A METAL
 NL0574'WITNESS POST, 1 FOOT EAST OF A NORTH-SOUTH FENCE AND THE MARK
 NL0574'IS FLUSH WITH THE GROUND SURFACE.
 NL0574'
 NL0574'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PIKE 1950 NO 3
 NL0574'1973, CRIMPED TO THE TOP OF A 5/8 COPPER COATED ROD WITH A
 NL0574'STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE
 NL0574'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 72.8 FEET SOUTHWEST
 NL0574'OF THE SOUTHWEST CORNER OF THE HOUSE, 52.7 FEET NORTH OF
 NL0574'THE CENTER OF THE DRIVEWAY, 12 FEET EAST OF A 14-INCH TREE AND
 NL0574'11.5 FEET WEST OF A 14-INCH TREE.
 NL0574'
 NL0574'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 NL0574'SOUTHWEST OF STORM LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1191 ***********************************************************************
 OO1191  DESIGNATION -  PILOT
 OO1191  PID         -  OO1191
 OO1191  STATE/COUNTY-  IA/HANCOCK
 OO1191  USGS QUAD   -  PILOT KNOB (1972)
 OO1191
 OO1191                         *CURRENT SURVEY CONTROL
 OO1191  ___________________________________________________________________
 OO1191* NAD 83(1996)-  43 15 09.25265(N)    093 33 09.45104(W)     ADJUSTED  
 OO1191* NAVD 88     -       443.     (meters)    1453.     (feet)  SCALED    
 OO1191  ___________________________________________________________________
 OO1191  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 OO1191  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 OO1191
 OO1191  HORZ ORDER  -  FIRST
 OO1191
 OO1191.The horizontal coordinates were established by classical geodetic methods
 OO1191.and adjusted by the National Geodetic Survey in May 1999..
 OO1191
 OO1191.The orthometric height was scaled from a topographic map.
 OO1191
 OO1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1191
 OO1191.The geoid height was determined by GEOID03.
 OO1191
 OO1191;                    North         East     Units Scale Factor Converg.
 OO1191;SPC IA N     - 1,194,677.279 1,495,726.512   MT  0.99999745   -0 02 08.4
 OO1191;UTM  15      - 4,789,011.144   455,141.315   MT  0.99962475   -0 22 43.2
 OO1191
 OO1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1191!SPC IA N     -   0.99993512  x   0.99999745  =   0.99993257
 OO1191!UTM  15      -   0.99993512  x   0.99962475  =   0.99955989
 OO1191
 OO1191:                Primary Azimuth Mark                     Grid Az
 OO1191:SPC IA N     -  LAKE MILLS N MUN TANK                    003 54 53.4
 OO1191:UTM  15      -  LAKE MILLS N MUN TANK                    004 15 28.2
 OO1191
 OO1191|---------------------------------------------------------------------|
 OO1191| PID    Reference Object                     Distance      Geod. Az  |
 OO1191|                                                           dddmmss.s |
 OO1191| OO1189 LAKE MILLS N MUN TANK               APPROX.18.9 KM 0035245.0 |
 OO1191| OO1185 LAKE MILLS STANDPIPE                APPROX.18.5 KM 0045024.5 |
 OO1191| OO1190 LAKE MILLS S MUN TANK               APPROX.18.5 KM 0045021.9 |
 OO1191| OO1184 LAKE MILLS TV STA KEYC MAST         APPROX.24.9 KM 0160607.0 |
 OO1191| OO1179 JOICE RESET                         APPROX.16.7 KM 0442910.5 |
 OO1191| OO1178 WHITE CHURCH STEEPLE                APPROX.15.3 KM 0485423.0 |
 OO1191| OO1181 HANLONTOWN GRACE LUTH CH SPIRE      APPROX.14.7 KM 0781116.2 |
 OO1191| OO1182 FERTILE LUTH CH SPIRE               APPROX.10.3 KM 0813553.6 |
 OO1191| OO1175 CLEAR LAKE N MUN TANK               APPROX.19.0 KM 1332449.0 |
 OO1191| OO1201 VENTURA NORTHERN NAT GAS MAST       APPROX.11.5 KM 1605250.9 |
 OO1191| OO1202 VENTURA ST JOHNS LUTH CH SPIRE      APPROX.10.3 KM 1665940.7 |
 OO1191| OO1203 GARNER STANDPIPE                    APPROX.17.8 KM 1930728.5 |
 OO1191| OO1206 GARNER MUN TANK                     APPROX.17.8 KM 1930725.2 |
 OO1191| CI6952 PILOT RM 4                           12.320 METERS 24651     |
 OO1191| OO1198 FOREST CITY WINNEBAGO CO TANK       APPROX. 7.8 KM 2703325.3 |
 OO1191| OO1197 FOREST CITY MUN TANK                APPROX. 7.5 KM 2782413.3 |
 OO1191| OO1195 FOREST CITY STANDPIPE               APPROX. 7.5 KM 2783507.0 |
 OO1191| OO1192 FOREST CITY CO CTHSE TOWER          APPROX. 7.1 KM 2793009.6 |
 OO1191| OO1194 FOREST CITY WALDORF COLL CHIM       APPROX. 7.8 KM 2801818.2 |
 OO1191| OO1193 FOREST CITY CATH CH STEEPLE         APPROX. 8.2 KM 2824852.1 |
 OO1191| CI6953 PILOT RM 5                           19.694 METERS 29632     |
 OO1191|---------------------------------------------------------------------|
 OO1191
 OO1191                          SUPERSEDED SURVEY CONTROL
 OO1191
 OO1191  NAD 83(1996)-  43 15 09.25265(N)    093 33 09.45104(W) AD(       ) 1
 OO1191  NAD 83(1986)-  43 15 09.24516(N)    093 33 09.44454(W) AD(       ) 1
 OO1191  NAD 27      -  43 15 09.40800(N)    093 33 08.68700(W) AD(       ) 1
 OO1191
 OO1191.Superseded values are not recommended for survey control.
 OO1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1191.See file dsdata.txt to determine how the superseded data were derived.
 OO1191
 OO1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH5514189011(NAD 83)
 OO1191_MARKER: DS = TRIANGULATION STATION DISK
 OO1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1191
 OO1191  HISTORY     - Date     Condition        Report By
 OO1191  HISTORY     - 1926     MONUMENTED       CGS
 OO1191  HISTORY     - 1934     GOOD             IAGS
 OO1191  HISTORY     - 1971     GOOD             NGS
 OO1191  HISTORY     - 1972     GOOD             USGS
 OO1191
 OO1191                          STATION DESCRIPTION
 OO1191
 OO1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HWH)
 OO1191'STATION IS LOCATED ON PILOT KNOB IN IOWA STATE PARK, ABOUT
 OO1191'4-1/2 MILES EAST AND 1 MILE SOUTH OF FOREST CITY, IOWA.  PILOT
 OO1191'KNOB IS THE HIGHEST POINT IN THIS SECTION OF THE COUNTRY,
 OO1191'AND IS QUITE A PROMINENT AND WELL KNOWN POINT.  IT IS IN THE
 OO1191'NORTHWEST QUARTER OF SEC. 3, T. 97 N., R. 23 W.  THE SLOPE
 OO1191'OF THE KNOB IS COVERED WITH SMALL TREES, BUT THE TOP IS CLEAR.
 OO1191'
 OO1191'SURFACE, UNDERGROUND AND REFERENCE (NO. 1) MARKS ARE STANDARD
 OO1191'BRONZE DISKS SET IN CONCRETE.
 OO1191'
 OO1191'REFERENCE MARK NO. 1 IS EAST BY NORTH OF THE STATION, AND
 OO1191'JUST NORTH OF A SMALL ROCK WHICH PROJECTS ABOUT 1 FOOT ABOVE
 OO1191'THE SURFACE OF THE GROUND.
 OO1191'
 OO1191'REFERENCE MARK NO. 2 IS THE TOP POINT OF A ROCK TO THE WESTWARD
 OO1191'OF THE STATION.  THIS ROCK MEASURES ABOUT 1 BY 2 FEET AND
 OO1191'PROJECTS ABOUT A FOOT ABOVE THE SURFACE OF THE GROUND.  NO
 OO1191'MARK WAS PLACED ON THE ROCK, DUE TO OBJECTIONS OF THE CUSTODIAN.
 OO1191'
 OO1191'REFERENCE MARK NO. 3 IS A WOODEN FLAG-POLE ABOUT 50 FEET
 OO1191'HIGH.  THE DISTANCE WAS MEASURED TO SIDE TOWARD THE STATION.
 OO1191
 OO1191                          STATION RECOVERY (1934)
 OO1191
 OO1191'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 OO1191'THE STATION MARK AND REFERENCE MARK NO. 1 ARE IN GOOD CONDITION.
 OO1191'
 OO1191'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, IN THE
 OO1191'TOP OF A LARGE ROCK FLUSH WITH THE TOP OF THE GROUND.
 OO1191'
 OO1191'REFERENCE MARK NO. 2 IS NOW BEHIND A STONE OBSERVATION TOWER,
 OO1191'AND NOT USABLE ANY MORE.
 OO1191'
 OO1191'REFERENCE MARK NO. 3 (FLAGPOLE) HAS BEEN CUT DOWN AND PLACED
 OO1191'ON THE TOP OF THE OBSERVATION TOWER.
 OO1191'
 OO1191'SUGGESTED NEW REFERENCE MARK--THE EDGE OF DOOR SILL AT THE
 OO1191'CENTER OF THE ENTRANCE TO STONE OBSERVATION TOWER WEST OF
 OO1191'THE STATION, DISTANCE 54.8 FEET.
 OO1191
 OO1191                          STATION RECOVERY (1971)
 OO1191
 OO1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1191'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 OO1191'CONDITION.  REFERENCE MARK 1 WAS NOT FOUND, AND REFERENCE
 OO1191'MARK 3 HAS BEEN DESTROYED.  REFERENCE MARK 2 IS BLOCKED BY
 OO1191'A CIRCULAR ROCK LOOKOUT TOWER.  REFERENCE MARKS 4 AND 5 WERE
 OO1191'ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 OO1191'
 OO1191'THE STATION IS LOCATED 4 MILES EAST-SOUTHEAST OF FOREST CITY,
 OO1191'IN THE PILOT KNOB STATE PARK, IN A CLEARING ON THE HIGHEST
 OO1191'HILL IN THE AREA, IN THE NORTH PART OF SECTION 3, T 97 N,
 OO1191'R 23 W.
 OO1191'
 OO1191'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69
 OO1191'AND STATE HIGHWAY 9 IN THE EAST PART OF FOREST CITY, GO EAST
 OO1191'ON HIGHWAY 9 FOR 3.2 MILES TO ITS JUNCTION WITH STATE HIGHWAY
 OO1191'332 AND SIGN PILOT KNOB STATE PARK.  TURN RIGHT AND GO SOUTH
 OO1191'ON A GRAVEL ROAD FOR 1.0 MILE TO A CROSSROAD AND THE ENTRANCE
 OO1191'TO THE PARK.  CONTINUE AHEAD ON A PAVED ROAD THROUGH THE PARK
 OO1191'AND GO SOUTH, EAST, AND NORTH FOR 1.3 MILES TO A PARKING LOT
 OO1191'ON THE LEFT.  TURN LEFT INTO THE LOT AND GO 200 FEET TO THE
 OO1191'NORTH CORNER AND THE END OF TRUCK TRAVEL.  PACK NORTHEAST ON A
 OO1191'TRAIL (WHICH SEPERATES AND REJOINS AT THE TOP) FOR ABOUT
 OO1191'0.15 MILE TO THE ROCK TOWER AND THE STATION.
 OO1191'
 OO1191'THE STATION MARKS ARE STANDARD DISKS STAMPED PILOT 1926.
 OO1191'THE SURFACE DISK IS SET IN THE TOP OF A 16-INCH SQUARE CONCRETE
 OO1191'MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS IN
 OO1191'THE MIDDLE OF THE TRAIL THAT BISECTS THE HILL, 43.8 FEET EAST
 OO1191'OF THE NORTH PILLAR SUPPORTING A ROOF FOR THE PATIO OF THE
 OO1191'ROCK TOWER, 43.7 FEET EAST OF THE SOUTH PILLAR, AND 12 FEET
 OO1191'WEST OF THE WOODS EDGE.  THE UNDERGROUND DISK IS SET IN AN
 OO1191'IRREGULAR MASS OF CONCRETE.
 OO1191'
 OO1191'REFERENCE MARK 4, A STANDARD DISK STAMPED PILOT 1926 NO 4
 OO1191'1971, IS CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF
 OO1191'THE PATIO.  IT IS 5.6 FEET SOUTHEAST OF THE SOUTH PILLAR,
 OO1191'1.7 FEET NORTH OF THE SOUTH EDGE OF THE PATIO, AND 1.0 FOOT
 OO1191'WEST OF THE EAST EDGE OF THE PATIO.
 OO1191'
 OO1191'REFERENCE MARK 5, A STANDARD DISK STAMPED PILOT 1926 NO 5
 OO1191'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1191'MONUMENT WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 30.0
 OO1191'FEET NORTH-NORTHWEST OF THE NORTH PILLAR, 27.5 FEET
 OO1191'NORTH-NORTHEAST OF THE NORTH FACE OF THE TOWER, WHICH IS DIRECTLY
 OO1191'UNDER A WINDOW, AND 2 FEET SOUTH OF THE WOODS EDGE.  IT
 OO1191'IS ABOUT 4 FEET LOWER THAN THE STATION.
 OO1191'
 OO1191'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OO1191'
 OO1191'HEIGHT OF LIGHT ABOVE STATION MARK 18.2 METERS
 OO1191'
 OO1191'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 OO1191'EAST-SOUTHEAST OF FOREST CITY
 OO1191
 OO1191                          STATION RECOVERY (1972)
 OO1191
 OO1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO1191'ALL MARKS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0946 ***********************************************************************
 OO0946  DESIGNATION -  PIPE
 OO0946  PID         -  OO0946
 OO0946  STATE/COUNTY-  IA/HOWARD
 OO0946  USGS QUAD   -  LIME SPRINGS NW (1981)
 OO0946
 OO0946                         *CURRENT SURVEY CONTROL
 OO0946  ___________________________________________________________________
 OO0946* NAD 83(1996)-  43 22 49.34426(N)    092 25 33.61276(W)     ADJUSTED  
 OO0946* NAVD 88     -       399.7    (meters)    1311.     (feet)  VERTCON   
 OO0946  ___________________________________________________________________
 OO0946  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 OO0946  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 OO0946
 OO0946  HORZ ORDER  -  SECOND
 OO0946
 OO0946.The horizontal coordinates were established by classical geodetic methods
 OO0946.and adjusted by the National Geodetic Survey in May 1999..
 OO0946
 OO0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0946
 OO0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0946
 OO0946.The geoid height was determined by GEOID03.
 OO0946
 OO0946;                    North         East     Units Scale Factor Converg.
 OO0946;SPC IA N     - 1,209,427.728 1,587,032.207   MT  1.00002276   +0 43 40.4
 OO0946;UTM  15      - 4,803,215.993   546,495.918   MT  0.99962659   +0 23 39.3
 OO0946
 OO0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0946!SPC IA N     -   0.99994207  x   1.00002276  =   0.99996483
 OO0946!UTM  15      -   0.99994207  x   0.99962659  =   0.99956868
 OO0946
 OO0946|---------------------------------------------------------------------|
 OO0946| PID    Reference Object                     Distance      Geod. Az  |
 OO0946|                                                           dddmmss.s |
 OO0946| CI6962 PIPE RM 1                             9.565 METERS 00130     |
 OO0946| CI6961 PIPE AZ MK                                         1815729.2 |
 OO0946| CI6963 PIPE RM 2                             9.683 METERS 23249     |
 OO0946| OO0947 PIPE PT A                             7.538 METERS 31735     |
 OO0946| OO0870 OSTRANDER TV STA KROC MAST          APPROX.21.2 KM 3594345.2 |
 OO0946|---------------------------------------------------------------------|
 OO0946
 OO0946                          SUPERSEDED SURVEY CONTROL
 OO0946
 OO0946  NAD 83(1996)-  43 22 49.34426(N)    092 25 33.61274(W) AD(       ) 2
 OO0946  NAD 83(1986)-  43 22 49.33761(N)    092 25 33.61306(W) AD(       ) 2
 OO0946  NAD 27      -  43 22 49.44912(N)    092 25 32.97652(W) AD(       ) 2
 OO0946  NGVD 29 (07/19/86)  399.7    (m)         1311.     (f) VERT ANG       
 OO0946
 OO0946.Superseded values are not recommended for survey control.
 OO0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0946.See file dsdata.txt to determine how the superseded data were derived.
 OO0946
 OO0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4649603216(NAD 83)
 OO0946_MARKER: DS = TRIANGULATION STATION DISK
 OO0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0946_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0946
 OO0946  HISTORY     - Date     Condition        Report By
 OO0946  HISTORY     - 1971     MONUMENTED       NGS
 OO0946
 OO0946                          STATION DESCRIPTION
 OO0946
 OO0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0946'NO MEASUREMENT BETWEEN R.M.S DUE TO TERRAIN.
 OO0946'
 OO0946'THE STATION IS LOCATED ABOUT 7 MILES EAST OF RICEVILLE, 5 MILES
 OO0946'SOUTH-SOUTHWEST OF HAYDEN PRAIRIE, 0.75 MILE NORTHWEST OF SARATOGA
 OO0946'IN THE NE 1/4 OF SEC. 19, T. 99 N., R. 13 W. AND ON ROAD
 OO0946'RIGHT-OF-WAY.
 OO0946'
 OO0946'TO REACH THE STATION FROM THE POST OFFICE IN RICEVILLE, GO IN AN
 OO0946'EASTERLY DIRECTION ON STATE HIGHWAY 9 FOR 6.4 MILES TO A
 OO0946'SIDE ROAD ON THE RIGHT.  (COUNTY ROUTE V 18) CONTINUE IN
 OO0946'AN EASTERLY DIRECTION ON STATE HIGHWAY 9 FOR 0.5 MILE TO A
 OO0946'CROSSROAD AND A SIGN WITH THE LETTERING WITTENBREER MARSH
 OO0946'IN THE NORTHEAST ANGLE OF THE INTERSECTION.  TURN LEFT AND
 OO0946'GO NORTH ON A GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK
 OO0946'ON THE LEFT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.45
 OO0946'MILE TO A FRAME HOUSE ON THE LEFT, A FIELD ENTRANCE ON THE RIGHT
 OO0946'AND THE STATION ON THE RIGHT.
 OO0946'
 OO0946'STATION MARKS ARE STANDARD DISKS STAMPED PIPE 1971.  THE
 OO0946'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO0946'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 46 FEET
 OO0946'EAST OF THE CENTER OF A GRAVELED ROAD, 12 FEET SOUTH OF THE
 OO0946'CENTER OF A FIELD ENTRANCE, 3.5 FEET NORTHWEST OF A METAL
 OO0946'WITNESS POST AND 2.3 FEET WEST OF A BARBED WIRE FENCE.  THE
 OO0946'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OO0946'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 OO0946'
 OO0946'REFERENCE MARK 1, A STANDARD DISK STAMPED PIPE NO 1 1971, IS
 OO0946'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OO0946'IS FLUSH WITH THE GROUND SURFACE.  IT IS 48 FEET EAST OF THE
 OO0946'CENTER OF THE GRAVELED ROAD, 34.3 FEET NORTH OF THE METAL
 OO0946'WITNESS POST, 20 FEET NORTH OF THE CENTER OF THE FIELD ENTRANCE
 OO0946'AND 1 FOOT WEST OF THE BARBED WIRE FENCE.
 OO0946'
 OO0946'REFERENCE MARK 2, A STANDARD DISK STAMPED PIPE NO 2 1971, IS SET
 OO0946'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 OO0946'FLUSH WITH THE GROUND SURFACE.  IT IS 27.4 FEET WEST OF
 OO0946'THE BARBED WIRE FENCE, 30 FEET SOUTH OF THE CENTER OF THE
 OO0946'FIELD ENTRANCE, 23.5 FEET SOUTHWEST OF THE METAL WITNESS POST
 OO0946'AND 23 FEET EAST OF THE CENTER OF THE GRAVELED ROAD.
 OO0946'
 OO0946'THE AZIMUTH MARK, A STANDARD DISK STAMPED PIPE 1971, IS
 OO0946'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0946'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET WEST
 OO0946'OF THE CENTER OF A GRAVELED ROAD, 2 FEET NORTH OF A METAL
 OO0946'WITNESS POST AND 1 FOOT EAST OF A BARBED WIRE FENCE.
 OO0946'
 OO0946'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1335 ***********************************************************************
 MJ1335  DESIGNATION -  PISGAH
 MJ1335  PID         -  MJ1335
 MJ1335  STATE/COUNTY-  IA/HARRISON
 MJ1335  USGS QUAD   -  PISGAH (1971)
 MJ1335
 MJ1335                         *CURRENT SURVEY CONTROL
 MJ1335  ___________________________________________________________________
 MJ1335* NAD 83(1996)-  41 47 14.64239(N)    095 54 07.90433(W)     ADJUSTED  
 MJ1335* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 MJ1335  ___________________________________________________________________
 MJ1335  LAPLACE CORR-          -6.44  (seconds)                    DEFLEC99
 MJ1335  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 MJ1335
 MJ1335  HORZ ORDER  -  THIRD
 MJ1335
 MJ1335.The horizontal coordinates were established by classical geodetic methods
 MJ1335.and adjusted by the National Geodetic Survey in May 1999..
 MJ1335
 MJ1335.The orthometric height was scaled from a topographic map.
 MJ1335
 MJ1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1335
 MJ1335.The geoid height was determined by GEOID03.
 MJ1335
 MJ1335;                    North         East     Units Scale Factor Converg.
 MJ1335;SPC IA S     -   201,251.910   300,340.404   MT  1.00000072   -1 34 56.4
 MJ1335;SPC IA N     - 1,034,760.924 1,300,329.579   MT  1.00006240   -1 37 41.1
 MJ1335;UTM  15      - 4,630,243.900   258,836.965   MT  1.00031574   -1 56 05.5
 MJ1335
 MJ1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1335!SPC IA S     -   0.99993636  x   1.00000072  =   0.99993708
 MJ1335!SPC IA N     -   0.99993636  x   1.00006240  =   0.99999875
 MJ1335!UTM  15      -   0.99993636  x   1.00031574  =   1.00025208
 MJ1335
 MJ1335|---------------------------------------------------------------------|
 MJ1335| PID    Reference Object                     Distance      Geod. Az  |
 MJ1335|                                                           dddmmss.s |
 MJ1335| CL8143 PISGAH RM 1                          15.230 METERS 06714     |
 MJ1335| CL8142 PISGAH AZ MK                                       0835525.5 |
 MJ1335| CL8144 PISGAH RM 2                          14.378 METERS 32029     |
 MJ1335|---------------------------------------------------------------------|
 MJ1335
 MJ1335                          SUPERSEDED SURVEY CONTROL
 MJ1335
 MJ1335  NAD 83(1996)-  41 47 14.64256(N)    095 54 07.90519(W) AD(       ) 3
 MJ1335  NAD 83(1986)-  41 47 14.64536(N)    095 54 07.90627(W) AD(       ) 3
 MJ1335  NAD 27      -  41 47 14.68500(N)    095 54 06.87200(W) AD(       ) 3
 MJ1335
 MJ1335.Superseded values are not recommended for survey control.
 MJ1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1335.See file dsdata.txt to determine how the superseded data were derived.
 MJ1335
 MJ1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5883730244(NAD 83)
 MJ1335_MARKER: DS = TRIANGULATION STATION DISK
 MJ1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1335
 MJ1335  HISTORY     - Date     Condition        Report By
 MJ1335  HISTORY     - 1950     MONUMENTED       CGS
 MJ1335  HISTORY     - 1971     SEE DESCRIPTION  USGS
 MJ1335  HISTORY     - 1972     MARK NOT FOUND   NGS
 MJ1335
 MJ1335                          STATION DESCRIPTION
 MJ1335
 MJ1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1335'STATION IS LOCATED ABOUT 4 MILES SOUTH SOUTHEAST OF PISGAH ON RIGHT
 MJ1335'OF WAY OF GRADED ROAD.  STATION IS 21 FEET SOUTHEAST OF THE
 MJ1335'APPROXIMATE CENTERLINE OF ROAD, 6 FEET NORTHWEST OF WITNESS POST
 MJ1335'AND 5 FEET NORTHWEST OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 MJ1335'AND THE DISK IS STAMPED PISGAH 1950.
 MJ1335'
 MJ1335'REFERENCE MARK NO. 1 IS 25 FEET SOUTHEAST OF THE APPROXIMATE
 MJ1335'CENTERLINE OF ROAD, 19 FEET NORTHEAST OF CENTERLINE OF DRIVEWAY
 MJ1335'TO FIELD AND 1 FOOT NORTHWEST OF FENCE.  THE MARK PROJECTS ABOUT
 MJ1335'4 INCHES AND THE DISK IS STAMPED PISGAH NO 1 1950.
 MJ1335'
 MJ1335'REFERENCE MARK NO. 2 IS 24 FEET NORTHWEST OF THE CENTERLINE OF
 MJ1335'ROAD AND 1 FOOT SOUTHEAST OF FENCE.  THE MARK PROJECTS ABOUT 4
 MJ1335'INCHES AND THE DISK IS STAMPED PISGAH NO 2 1950.
 MJ1335'
 MJ1335'AZIMUTH MARK IS 55 FEET WEST OF POWER POLE, 43 FEET SOUTH OF
 MJ1335'THE APPROXIMATE CENTERLINE OF ROAD, 2 FEET SOUTHWEST OF WITNESS
 MJ1335'POST AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 MJ1335'AND THE DISK IS STAMPED PISGAH 1950.
 MJ1335'
 MJ1335'TO REACH FROM THE MAIN INTERSECTION AT THE PISGAH SAVINGS BANK
 MJ1335'IN PISGAH GO SOUTH AND SOUTHWEST ON STATE ROUTE 183 FOR 3.2
 MJ1335'MILES TO CROSSROADS.  TURN LEFT AND GO EAST FOR 0.25 MILE TO
 MJ1335'T INTERSECTION.  TURN RIGHT AND GO SOUTH FOR 0.15 MILE TO FORK.
 MJ1335'TAKE LEFT FORK AND GO EAST FOR 1.7 MILES TO FORK.  TAKE LEFT
 MJ1335'FORK FOR 0.3 MILE TO T INTERSECTION.  TURN LEFT AND GO NORTH
 MJ1335'FOR 0.4 MILE TO T ROAD RIGHT.  TURN RIGHT AND GO EAST NORTHEAST
 MJ1335'FOR 0.2 MILE TO STATION ON RIGHT AS DESCRIBED.  CONTINUE
 MJ1335'EASTERLY FOR 0.7 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 MJ1335'
 MJ1335'A 4 FOOT SIGNAL AT STATION SEA 1934 IS V.G.
 MJ1335'
 MJ1335'A 47 FOOT SIGNAL AT STATION HARRIS IS V.G.
 MJ1335'
 MJ1335'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MJ1335
 MJ1335                          STATION RECOVERY (1971)
 MJ1335
 MJ1335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JHR)
 MJ1335'R.M. 1 AND AZ MARK FOUND.  STATION SITE FALLS IN DITCH.
 MJ1335
 MJ1335                          STATION RECOVERY (1972)
 MJ1335
 MJ1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MJ1335'THE AZIMUTH MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 MJ1335'GOOD CONDITION.  THE STATION MARKS AND REFERENCE MARK 2 WERE
 MJ1335'DESTROYED BY ROAD CONSTRUCTION.  ABOUT 6 TO 8 FEET OF DIRT HAVE
 MJ1335'BEEN REMOVED AT THE AREA OF THE STATION SITE, WHICH NOW IS A DEEP
 MJ1335'DITCH.  A METAL GRAIN BIN WAS ERECTED ON LINE BETWEEN THE STATION
 MJ1335'SITE AND THE AZIMUTH MARK.  THERE ARE NO TRIANGULATION STATIONS
 MJ1335'OR INTERSECTION STATIONS VISIBLE FOR ANGLE VERIFICATION
 MJ1335'TO REPLACE THIS STATION.
 MJ1335'
 MJ1335'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 MJ1335'SOUTH-SOUTHEAST OF PISGAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1078 ***********************************************************************
 MJ1078  DESIGNATION -  PISGAH MONUMENT
 MJ1078  PID         -  MJ1078
 MJ1078  STATE/COUNTY-  IA/UNION
 MJ1078  USGS QUAD   -  LORIMOR SOUTH (1983)
 MJ1078
 MJ1078                         *CURRENT SURVEY CONTROL
 MJ1078  ___________________________________________________________________
 MJ1078* NAD 83(1996)-  41 03 04.23552(N)    094 06 02.60134(W)     ADJUSTED  
 MJ1078* NAVD 88     -                                                        
 MJ1078  ___________________________________________________________________
 MJ1078  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 MJ1078  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 MJ1078
 MJ1078  HORZ ORDER  -  THIRD
 MJ1078
 MJ1078.The horizontal coordinates were established by classical geodetic methods
 MJ1078.and adjusted by the National Geodetic Survey in May 1999..
 MJ1078
 MJ1078
 MJ1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1078
 MJ1078.The geoid height was determined by GEOID03.
 MJ1078
 MJ1078;                    North         East     Units Scale Factor Converg.
 MJ1078;SPC IA S     -   116,905.659   449,500.044   MT  0.99995177   -0 23 44.5
 MJ1078;UTM  15      - 4,545,021.737   407,498.390   MT  0.99970531   -0 43 22.6
 MJ1078
 MJ1078                          SUPERSEDED SURVEY CONTROL
 MJ1078
 MJ1078  NAD 83(1986)-  41 03 04.23633(N)    094 06 02.62067(W) AD(       ) 4
 MJ1078  NAD 27      -  41 03 04.27000(N)    094 06 01.80000(W) AD(       ) 3
 MJ1078
 MJ1078.Superseded values are not recommended for survey control.
 MJ1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1078.See file dsdata.txt to determine how the superseded data were derived.
 MJ1078
 MJ1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF0749845022(NAD 83)
 MJ1078_MARKER: V = STONE MONUMENT
 MJ1078_SETTING: 0 = UNSPECIFIED SETTING
 MJ1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ1078
 MJ1078  HISTORY     - Date     Condition        Report By
 MJ1078  HISTORY     - 1958     MONUMENTED       CGS
 MJ1078  HISTORY     - 20060625 GOOD             GEOCAC
 MJ1078
 MJ1078                          STATION DESCRIPTION
 MJ1078
 MJ1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MJ1078'ABOUT 6-1/2 MILES EAST AND 2 MILES NORTH OF AFTON.  IN AN OLD
 MJ1078'CEMETERY THAT IS NOW USED AS A PASTURE, 0.3 MILE NORTH OF A
 MJ1078'RAILROAD CROSSING, ABOUT 225 FEET WEST OF AND 15 FEET LOWER THAN
 MJ1078'THE CENTERLINE OF A HIGHWAY AT A GRADUAL CURVE.  ON THE WEST SIDE
 MJ1078'OF THE HIGHWAY NEAR THE MONUMENT IS A STONE WITH A BRASS PLAQUE
 MJ1078'THAT HAS ON IT 1846 MT. PISGAH SITE OF THE FIRST WHITE
 MJ1078'SETTLEMENT IN UNION COUNTY ERECTED BY THE NANCY MC KAY HARSH
 MJ1078'CHAPTER OF THE IOWA SOCIETY OF D.A.R. 1928.  THE MARK IS THE
 MJ1078'CENTER OF A 1-1/2 FOOT SQUARE, 10 FEET HIGH CAPPED
 MJ1078'GRANITE MONUMENT WITH A 6 FOOT SQUARE CONCRETE BASE.  IN
 MJ1078'ADDITION TO THE MANY NAMES INSCRIBED ON THE MONUMENT
 MJ1078'SIDES, ON THE EAST SIDE IS THE FOLLOWING INSCRIPTION, ERECTED
 MJ1078'1888 MEMORY OF CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS
 MJ1078'WHO DIED 1846 1847 1848 DURING THEIR EXODUS TO SEEK A HOME
 MJ1078'BEYOND THE ROCKY MOUNTAINS
 MJ1078
 MJ1078                          STATION RECOVERY (2006)
 MJ1078
 MJ1078'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MJ1078'IN GOOD CONDITION, IN A WELL-KEPT UNION COUNTY PARK WITH AMPLE SIGNAGE
 MJ1078'FROM HWY 169.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1030 ***********************************************************************
 OP1030  DESIGNATION -  PITCHER
 OP1030  PID         -  OP1030
 OP1030  STATE/COUNTY-  IA/EMMET
 OP1030  USGS QUAD   -  GRUVER (1980)
 OP1030
 OP1030                         *CURRENT SURVEY CONTROL
 OP1030  ___________________________________________________________________
 OP1030* NAD 83(1996)-  43 28 27.06024(N)    094 44 07.25522(W)     ADJUSTED  
 OP1030* NAVD 88     -       408.4    (meters)    1340.     (feet)  VERTCON   
 OP1030  ___________________________________________________________________
 OP1030  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 OP1030  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 OP1030
 OP1030  HORZ ORDER  -  FIRST
 OP1030
 OP1030.The horizontal coordinates were established by classical geodetic methods
 OP1030.and adjusted by the National Geodetic Survey in May 1999..
 OP1030
 OP1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1030
 OP1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1030
 OP1030.The geoid height was determined by GEOID03.
 OP1030
 OP1030;                    North         East     Units Scale Factor Converg.
 OP1030;SPC IA N     - 1,220,027.942 1,400,045.650   MT  1.00004453   -0 50 14.1
 OP1030;SPC MN S     -   152,956.894   740,498.074   MT  1.00008130   -0 30 55.5
 OP1030;UTM  15      - 4,814,936.873   359,645.962   MT  0.99984232   -1 11 39.0
 OP1030
 OP1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1030!SPC IA N     -   0.99994038  x   1.00004453  =   0.99998490
 OP1030!SPC MN S     -   0.99994038  x   1.00008130  =   1.00002167
 OP1030!UTM  15      -   0.99994038  x   0.99984232  =   0.99978271
 OP1030
 OP1030:                Primary Azimuth Mark                     Grid Az
 OP1030:SPC IA N     -  SHERBURN WOODEN WATER TANK               002 28 06.3
 OP1030:SPC MN S     -  SHERBURN WOODEN WATER TANK               002 08 47.7
 OP1030:UTM  15      -  SHERBURN WOODEN WATER TANK               002 49 31.2
 OP1030
 OP1030|---------------------------------------------------------------------|
 OP1030| PID    Reference Object                     Distance      Geod. Az  |
 OP1030|                                                           dddmmss.s |
 OP1030| OP1097 SHERBURN WOODEN WATER TANK          APPROX.20.1 KM 0013752.2 |
 OP1030| OP1081 WELCOME WATER TANK                  APPROX.23.4 KM 0233924.6 |
 OP1030| OP1080 WELCOME LUTHERAN CHURCH SPIRE       APPROX.23.6 KM 0234255.1 |
 OP1030| OP1087 WILBERT ST PAULS LUTH CH SPIRE      APPROX.17.6 KM 0634624.6 |
 OP1030| OP1031 PHILISTINE LUTH CH SPIRE            APPROX. 4.1 KM 0673310.5 |
 OP1030| OP1024 ARMSTRONG BLACK WATER TANK          APPROX.22.3 KM 1123150.2 |
 OP1030| OP1025 RINGSTED MUNICIPAL TANK             APPROX.26.9 KM 1371444.7 |
 OP1030| CI6964 PITCHER RM 1                         30.140 METERS 14104     |
 OP1030| OP1032 PITCHER AZ MK                       APPROX. 2.0 KM 2151514.0 |
 OP1030| OP1048 ESTHERVILLE MUNICIPAL TANK          APPROX.10.2 KM 2292135.3 |
 OP1030| CI6965 PITCHER RM 2                         35.528 METERS 22951     |
 OP1030|---------------------------------------------------------------------|
 OP1030
 OP1030                          SUPERSEDED SURVEY CONTROL
 OP1030
 OP1030  NAD 83(1996)-  43 28 27.06023(N)    094 44 07.25522(W) AD(       ) 1
 OP1030  NAD 83(1986)-  43 28 27.05398(N)    094 44 07.24744(W) AD(       ) 1
 OP1030  NAD 27      -  43 28 27.21000(N)    094 44 06.30500(W) AD(       ) 1
 OP1030  NGVD 29 (07/19/86)  408.3    (m)         1340.     (f) VERT ANG       
 OP1030
 OP1030.Superseded values are not recommended for survey control.
 OP1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1030.See file dsdata.txt to determine how the superseded data were derived.
 OP1030
 OP1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5964614937(NAD 83)
 OP1030_MARKER: DS = TRIANGULATION STATION DISK
 OP1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1030_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 OP1030
 OP1030  HISTORY     - Date     Condition        Report By
 OP1030  HISTORY     - 1934     MONUMENTED       CGS
 OP1030  HISTORY     - 1981     POOR             MNDT
 OP1030
 OP1030                          STATION DESCRIPTION
 OP1030
 OP1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1030'STATION IS ABOUT 7 MILES NE OF ESTHERVILLE, ABOUT 3 MILES ESE
 OP1030'OF THE VILLAGE OF HUNTINGDON, IN SW 1/4 SECTION 15, T 100 N,
 OP1030'R 34 W, ON LAND OWNED BY ARTHUR PITCHER, OF ESTHERVILLE, IN S
 OP1030'(FRONT) SIDE OF BARNYARD 49 FEET N OF CENTER LINE OF THE ROAD,
 OP1030'18 FEET N OF THE RIGHT-OF-WAY FENCE (THAT IS ALSO THE S BARNYARD
 OP1030'FENCE), 49 FEET ENE OF A 14-INCH SCRAGGLY MULBERRY TREE, 124
 OP1030'FEET ESE OF THE SE CORNER OF THE HOUSE, 33 FEET W OF THE E
 OP1030'BARNYARD FENCE, ABOUT 75 FEET SW OF THE SW CORNER OF THE
 OP1030'CHICKEN HOUSE.  THE MARK IS FLUSH WITH THE SURFACE.
 OP1030'
 OP1030'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS, ARE
 OP1030'STANDARD BRONZE DISKS SET IN CONCRETE.
 OP1030'
 OP1030'REFERENCE MARK NO. 1 IS SE OF THE STATION, 27 FEET S OF THE
 OP1030'CENTER LINE OF ROAD, 1 FOOT N OF THE RIGHT-OF-WAY FENCE, 9
 OP1030'FEET W OF A FENCE POST.  IT PROJECTS 5 INCHES.
 OP1030'
 OP1030'REFERENCE MARK NO. 2 IS SW OF THE STATION, 27 FEET S OF CENTER
 OP1030'LINE OF THE ROAD, 1 FOOT N OF RIGHT-OF-WAY FENCE, 54 FEET
 OP1030'S OF A 12-INCH ASH TREE THAT STANDS ON N SIDE OF THE ROAD,
 OP1030'151.22 FEET W OF REFERENCE MARK NO. 1.  IT PROJECTS 6 INCHES.
 OP1030'
 OP1030'THE AZIMUTH MARK IS SW OF THE STATION, 1 FOOT N OF THE RIGHT-OF-WAY
 OP1030'FENCE BETWEEN SIMON FEGERS FARM AND THE ROAD, 25 FEET S OF CENTER
 OP1030'LINE OF THE ROAD, 0.55 MILE W OF INTERSECTION OF SECTION LINE
 OP1030'ROADS, ABOUT 0.1 MILE W OF MR. FEGERS HOUSE.  IT PROJECTS 6
 OP1030'INCHES.
 OP1030'
 OP1030'TO REACH FROM ESTHERVILLE, GO N ON STATE HIGHWAY 17, ABOUT 7
 OP1030'1/2 MILES TO HUNTINGDON.  THENCE E ON COUNTY ROUTE H, 2.65
 OP1030'MILES FROM THE RAILROAD CROSSING AT HUNTINGDON TO A CROSS
 OP1030'ROAD.  THENCE S 1.0 MILE TO CROSSROADS.  THENCE E 0.15 MILE TO
 OP1030'THE PITCHER FARMHOUSE AND STATION.
 OP1030'
 OP1030'ALL LIGHTS COME INTO VIEW AT 40 FEET.
 OP1030'
 OP1030'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 OP1030
 OP1030                          STATION RECOVERY (1981)
 OP1030
 OP1030'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (DKH)
 OP1030'REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2, AND THE AZIMUTH MARK
 OP1030'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1934.  THE STATION
 OP1030'MARK WAS RECOVERED WITH THE DISK MISSING BUT WITH THE CONCRETE
 OP1030'MONUMENT INTACT.  THE DISTANCE TO REFERENCE MARK NUMBER 1 CHECKED.
 OP1030'THE DISTANCE TO REFERENCE MARK NUMBER 2 WAS FOUND TO BE 116.56 FEET,
 OP1030'35.528 METERS.  THE ANGLE BETWEEN THE REFERENCE MARKS WAS FOUND TO BE
 OP1030'ABOUT 3 MINUTES LARGER THAN THE 1934 ANGLE.  ADDITIONS OR CORRECTIONS
 OP1030'TO THE DESCRIPTION FOLLOW.
 OP1030'
 OP1030'THE STATION MONUMENT IS BURIED 0.2 FOOT BELOW THE SURFACE OF THE
 OP1030'GROUND.  THE MULBERRY TREE, HOUSE, BARNYARD FENCE, AND CHICKEN HOUSE
 OP1030'NEAR THE STATION HAVE BEEN REMOVED.  THE MONUMENT IS 45 FEET NORTH OF
 OP1030'THE CENTER OF THE ROAD, 58 FEET EAST OF THE CENTER OF A FIELD
 OP1030'ENTRANCE, AND 86.2 FEET EAST-NORTHEAST OF A POWER POLE.
 OP1030'
 OP1030'THE FENCE POST NEAR REFERENCE MARK NUMBER 1 HAS BEEN REMOVED.  THE
 OP1030'MARK IS 32 FEET SOUTH OF THE CENTER OF THE ROAD AND 1.5 FEET WEST OF A
 OP1030'STEEL WITNESS POST.
 OP1030'
 OP1030'REFERENCE MARK NUMBER 2 PROJECTS 0.8 FOOT ABOVE THE SURFACE OF THE
 OP1030'GROUND.  THE ASH TREE NEAR THE MARK HAS BEEN REMOVED.  THE MARK IS 32
 OP1030'FEET SOUTH OF THE CENTER OF THE ROAD, 63.3 FEET SOUTH OF A POWER POLE,
 OP1030'AND 1.6 FEET EAST OF A STEEL WITNESS POST.
 OP1030'
 OP1030'THE AZIMUTH MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS
 OP1030'26 FEET SOUTH OF THE CENTER OF THE ROAD, 14.8 FEET NORTH OF A FENCE,
 OP1030'AND 2.3 FEET EAST OF A STEEL WITNESS POST.
 OP1030'
 OP1030'A STEEL ROD BURIED ADJACENT TO THE CONCRETE MONUMENTS MAKE ALL OF THE
 OP1030'MARKS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1032 ***********************************************************************
 OP1032  DESIGNATION -  PITCHER AZ MK
 OP1032  PID         -  OP1032
 OP1032  STATE/COUNTY-  IA/EMMET
 OP1032  USGS QUAD   -  GRUVER (1980)
 OP1032
 OP1032                         *CURRENT SURVEY CONTROL
 OP1032  ___________________________________________________________________
 OP1032* NAD 83(1996)-  43 27 34.72726(N)    094 44 58.03309(W)     ADJUSTED  
 OP1032* NAVD 88     -       406.     (meters)    1332.     (feet)  VERTCON   
 OP1032  ___________________________________________________________________
 OP1032  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 OP1032  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 OP1032
 OP1032  HORZ ORDER  -  SECOND
 OP1032
 OP1032.The horizontal coordinates were established by classical geodetic methods
 OP1032.and adjusted by the National Geodetic Survey in May 1999..
 OP1032
 OP1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1032
 OP1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1032
 OP1032.The geoid height was determined by GEOID03.
 OP1032
 OP1032;                    North         East     Units Scale Factor Converg.
 OP1032;SPC IA N     - 1,218,429.741 1,398,880.603   MT  1.00004098   -0 50 48.5
 OP1032;SPC MN S     -   151,352.112   739,341.971   MT  1.00008582   -0 31 31.1
 OP1032;UTM  15      - 4,813,346.274   358,471.218   MT  0.99984639   -1 12 12.8
 OP1032
 OP1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1032!SPC IA N     -   0.99994074  x   1.00004098  =   0.99998172
 OP1032!SPC MN S     -   0.99994074  x   1.00008582  =   1.00002656
 OP1032!UTM  15      -   0.99994074  x   0.99984639  =   0.99978714
 OP1032
 OP1032                          SUPERSEDED SURVEY CONTROL
 OP1032
 OP1032  NAD 83(1996)-  43 27 34.72726(N)    094 44 58.03310(W) AD(       ) 2
 OP1032  NAD 83(1986)-  43 27 34.72102(N)    094 44 58.02510(W) AD(       ) 2
 OP1032  NAD 27      -  43 27 34.87686(N)    094 44 57.08154(W) AD(       ) 2
 OP1032  NGVD 29 (07/19/86)  406.     (m)         1332.     (f) VERT ANG       
 OP1032
 OP1032.Superseded values are not recommended for survey control.
 OP1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1032.See file dsdata.txt to determine how the superseded data were derived.
 OP1032
 OP1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5847113346(NAD 83)
 OP1032_MARKER: DZ = AZIMUTH MARK DISK
 OP1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1032_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP1032_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 OP1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1032+STABILITY: SURFACE MOTION
 OP1032
 OP1032  HISTORY     - Date     Condition        Report By
 OP1032  HISTORY     - 1934     MONUMENTED       CGS
 OP1032
 OP1032                          STATION DESCRIPTION
 OP1032
 OP1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (DKH)
 OP1032'THE STATION IS LOCATED IN EMMET COUNTY, IOWA, ABOUT 5-3/4 MILES
 OP1032'NORTHEAST OF ESTHERVILLE, IN THE NW 1/4 OF SECTION 28, T100N, R34W.
 OP1032'
 OP1032'THE STATION MARK, A STANDARD CGS AZIMUTH MARK DISK
 OP1032'STAMPED---PITCHER 1934---, IS SET IN THE TOP OF A 12 INCH SQUARE
 OP1032'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 OP1032'MARK IS 26 FEET SOUTH OF THE CENTER OF THE ROAD, 14.8 FEET NORTH OF A
 OP1032'FENCE, 0.55 MILE WEST OF THE INTERSECTION OF TWO SECTION LINE ROADS,
 OP1032'ABOUT 0.1 MILE WEST OF A FARM HOUSE, AND 2.3 FEET EAST OF A STEEL
 OP1032'WITNESS POST.
 OP1032'
 OP1032'A STEEL ROD BURIED ADJACENT TO THE CONCRETE MONUMENT MAKES THE MARK
 OP1032'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0614 ***********************************************************************
 OQ0614  DESIGNATION -  PLATO RESET
 OQ0614  PID         -  OQ0614
 OQ0614  STATE/COUNTY-  IA/SIOUX
 OQ0614  USGS QUAD   -  ROCK VALLEY (1968)
 OQ0614
 OQ0614                         *CURRENT SURVEY CONTROL
 OQ0614  ___________________________________________________________________
 OQ0614* NAD 83(1996)-  43 09 57.33955(N)    096 16 28.72633(W)     ADJUSTED  
 OQ0614* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 OQ0614  ___________________________________________________________________
 OQ0614  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 OQ0614  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OQ0614
 OQ0614  HORZ ORDER  -  THIRD
 OQ0614
 OQ0614.The horizontal coordinates were established by classical geodetic methods
 OQ0614.and adjusted by the National Geodetic Survey in May 1999..
 OQ0614
 OQ0614.The orthometric height was scaled from a topographic map.
 OQ0614
 OQ0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0614
 OQ0614.The geoid height was determined by GEOID03.
 OQ0614
 OQ0614;                    North         East     Units Scale Factor Converg.
 OQ0614;SPC IA N     - 1,188,752.760 1,274,406.724   MT  0.99998315   -1 52 49.8
 OQ0614;UTM  14      - 4,782,847.102   721,545.893   MT  1.00020383   +1 51 54.7
 OQ0614
 OQ0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0614!SPC IA N     -   0.99993511  x   0.99998315  =   0.99991826
 OQ0614!UTM  14      -   0.99993511  x   1.00020383  =   1.00013893
 OQ0614
 OQ0614:                Primary Azimuth Mark                     Grid Az
 OQ0614:SPC IA N     -  DOON MUNICIPAL TANK                      019 19 40.0
 OQ0614:UTM  14      -  DOON MUNICIPAL TANK                      015 34 55.5
 OQ0614
 OQ0614|---------------------------------------------------------------------|
 OQ0614| PID    Reference Object                     Distance      Geod. Az  |
 OQ0614|                                                           dddmmss.s |
 OQ0614| OQ0593 DOON MUNICIPAL TANK                 APPROX.13.3 KM 0172650.2 |
 OQ0614| CO3488 PLATO RM 1                           26.152 METERS 03634     |
 OQ0614| CO3487 PLATO AZ MK                                        0601215.7 |
 OQ0614| OQ0610 HULL MUNICIPAL TANK                 APPROX.11.8 KM 0763758.2 |
 OQ0614| CO3490 PLATO RM 3                            6.203 METERS 26032     |
 OQ0614| OQ0615 ROCK VALLEY MUNICIPAL TANK          APPROX. 4.3 KM 3380310.8 |
 OQ0614| CO3491 PLATO RM 4                           18.739 METERS 34043     |
 OQ0614| CO3489 PLATO RM 2                           32.486 METERS 35837     |
 OQ0614|---------------------------------------------------------------------|
 OQ0614
 OQ0614                          SUPERSEDED SURVEY CONTROL
 OQ0614
 OQ0614  NAD 83(1996)-  43 09 57.33955(N)    096 16 28.72633(W) AD(       ) 3
 OQ0614  NAD 83(1996)-  43 09 57.33721(N)    096 16 28.72437(W) AD(       ) 3
 OQ0614  NAD 83(1996)-  43 09 57.33857(N)    096 16 28.72158(W) AD(       ) 3
 OQ0614  NAD 83(1986)-  43 09 57.34101(N)    096 16 28.71601(W) AD(       ) 3
 OQ0614  NAD 27      -  43 09 57.41500(N)    096 16 27.63000(W) AD(       ) 3
 OQ0614
 OQ0614.Superseded values are not recommended for survey control.
 OQ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0614.See file dsdata.txt to determine how the superseded data were derived.
 OQ0614
 OQ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN2154682847(NAD 83)
 OQ0614_MARKER: DS = TRIANGULATION STATION DISK
 OQ0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0614
 OQ0614  HISTORY     - Date     Condition        Report By
 OQ0614  HISTORY     - 1949     MONUMENTED       CGS
 OQ0614  HISTORY     - 1968     SEE DESCRIPTION  USGS
 OQ0614  HISTORY     - 1969     SEE DESCRIPTION  CGS
 OQ0614
 OQ0614                          STATION DESCRIPTION
 OQ0614
 OQ0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0614'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH AND 1 MILE
 OQ0614'EAST OF ROCK VALEY.  IT IS 54 FEET NORTHWEST OF THE MOST NORTHERLY
 OQ0614'TREE IN HOG PASTURE, 53 FEET EAST OF THE CENTERLINE OF THE
 OQ0614'ROAD, 6 FEET NORTHEAST OF A WHITE WITNESS POST AND 4 FEET
 OQ0614'EAST OF A FENCE LINE.  THE MARK IS STAMPED PLATO 1949 AND IS
 OQ0614'SET FLUSH WITH THE GROUND.
 OQ0614'
 OQ0614'R.M. NO. 1 IS 67 FEET EAST OF A FENCE CORNER, 9 FEET
 OQ0614'SOUTH OF THE CENTERLINE OF A FARM ROAD, AND 1 FOOT SOUTH OF A
 OQ0614'FENCE LINE.  THE MARK IS STAMPED PLATO NO 1 1949 AND IS SET
 OQ0614'FLUSH WITH THE GROUND.
 OQ0614'
 OQ0614'R.M. NO. 2 IS 51 FEET EAST OF THE CENTERLINE OF THE ROAD AND
 OQ0614'2 FEET SOUTHEAST OF A FENCE CORNER.  THE MARK IS STAMPED
 OQ0614'PLATO NO 2 1949 AND IS SET FLUSH WITH THE GROUND.
 OQ0614'
 OQ0614'AZIMUTH MARK IS 32 FEET NORTH OF THE CENTERLINE OF A ROAD,
 OQ0614'4 FEET WEST OF A POWER LINE POLE, 1.5 FEET WEST OF A WHITE
 OQ0614'WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS
 OQ0614'STAMPED PLATE 1949 AND PROJECTS ABOUT 3 INCHES.
 OQ0614'
 OQ0614'TO REACH THE STATION FROM RAILROAD DEPOT IN ROCK VALLEY, GO
 OQ0614'SOUTH 0.25 MILE TO ITS INTERSECTION WITH U.S. HIGHWAY 18,
 OQ0614'CONTINUE SOUTH ON GRAVEL ROAD FOR 2 MILES TO CROSSROADS,
 OQ0614'TURN LEFT (EAST) 1 MILE TO CROSSROADS, (AZMIUTH MARK REACHED FROM
 OQ0614'THIS POINT BY CONTINUING STRAIGHT AHEAD FOR 0.65 MILE TO MARK
 OQ0614'ON LEFT AS DESCRIBED.), TURN RIGHT (SOUTH) FOR 0.4 MILE TO
 OQ0614'STATION ON LEFT AS DESCRIBED.
 OQ0614'
 OQ0614'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 OQ0614
 OQ0614                          STATION RECOVERY (1968)
 OQ0614
 OQ0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OQ0614'TRI STA WAS FOUND TILTED SLIGHTLY WHICH MAY AFFECT THE VALUES.
 OQ0614'THE FARMER TOLD ME THAT STA WAS HIT A FEW TIMES WHILE PLOWING.
 OQ0614'HE WOULD ALSO LIKE THE STATION MOVED FROM HIS FIELD.  R.M. 1
 OQ0614'AND 2 WERE NOT FOUND.
 OQ0614'
 OQ0614'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5 MI
 OQ0614'S AND 1 MI E OF ROCK VALLEY.
 OQ0614
 OQ0614                          STATION RECOVERY (1969)
 OQ0614
 OQ0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 OQ0614'THE STATION SURFACE MARK WAS RECOVERED BUT FOUND OUT OF POSITION.
 OQ0614'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE SEARCHED FOR
 OQ0614'BUT NOT RECOVERED AND WAS ASSUMED THE MARK WERE DESTROYED BY
 OQ0614'FARMING OPERATIONS.  THE UNDERGROUND STATION MARK AND THE
 OQ0614'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 OQ0614'STATION SITE IS NOW IN A CULTIVATED FIELD.
 OQ0614'
 OQ0614'A NEW STATION SURFACE MARK WAS SET VERTICALLY OVER THE
 OQ0614'UNDERGROUND MARK AND ALSO REFERENCE MARK NO. 3 AND REFERENCE
 OQ0614'MARK NO. 4 WERE SET.
 OQ0614'
 OQ0614'FOLLOWING IS A COMPLETE DESCRIPTION.
 OQ0614'
 OQ0614'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ROCK VALLEY,
 OQ0614'GO SOUTH ON MAIN STREET FOR 0.25 MILE TO U.S. HIGHWAY 18.
 OQ0614'CONTINUE SOUTH ON A SURFACED ROAD FOR 2.0 MILES TO A CROSSROAD.
 OQ0614'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 1.0 MILE TO A
 OQ0614'CROSSROAD.  (CONTINUE EAST ON THE GRAVELED ROAD FOR 0.65
 OQ0614'MILE TO THE AZIMUTH MARK ON THE LEFT.) TURN RIGHT AND GO
 OQ0614'SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO THE STATION ON THE
 OQ0614'LEFT.
 OQ0614'
 OQ0614'STATION SURFACE MARK, A STANDARD DISK STAMPED PLATO 1949 1969,
 OQ0614'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 16 INCHES
 OQ0614'BELOW THE SURFACE OF THE GROUND.  IT IS 224 FEET
 OQ0614'NORTH-NORTHEAST OF A T-FENCE CORNER POST, 54 FEET NORTHWEST
 OQ0614'OF THE CENTER OF THE MOST NORTHERLY TREE IN THE CULTIVATED
 OQ0614'FIELD, 53 FEET EAST OF THE CENTER OF THE ROAD, AND 21 FEET
 OQ0614'EAST OF A METAL WITNESS POST SET IN A NORTH-SOUTH FENCE.  THE
 OQ0614'UNDERGROUND STATION MARK, A STANDARD DISK STAMPED PLATO 1949,
 OQ0614'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET
 OQ0614'BELOW THE SURFACE OF THE GROUND.
 OQ0614'
 OQ0614'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PLATO 1949 NO. 3
 OQ0614'1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 OQ0614'3 INCHES.  IT IS 32 FEET EAST OF THE CENTER OF THE ROAD, 1
 OQ0614'FOOT EAST OF A FENCE, AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 OQ0614'POST.
 OQ0614'
 OQ0614'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED PLATO 1949
 OQ0614'NO. 4 1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 OQ0614'PROJECTS 1 INCH.  IT IS 32 FEET EAST OF THE CENTER OF THE
 OQ0614'ROAD AND 1 FOOT EAST OF THE FENCE.
 OQ0614'
 OQ0614'AZIMUTH MARK, A STANDARD DISK STAMPED PLATO 1949, IS SET IN
 OQ0614'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 OQ0614'IT IS 32 FEET NORTH OF THE CENTER OF THE ROAD, 4 FEET WEST OF A
 OQ0614'POWERLINE POLE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 OQ0614'
 OQ0614'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 OQ0614'MILES SSE OF ROCK VALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0887 ***********************************************************************
 LD0887  DESIGNATION -  PLEAPORT
 LD0887  PID         -  LD0887
 LD0887  STATE/COUNTY-  IA/HENRY
 LD0887  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0887
 LD0887                         *CURRENT SURVEY CONTROL
 LD0887  ___________________________________________________________________
 LD0887* NAD 83(1996)-  40 56 52.38305(N)    091 30 44.02977(W)     ADJUSTED  
 LD0887* NAVD 88     -       222.1    (meters)     729.     (feet)  VERTCON   
 LD0887  ___________________________________________________________________
 LD0887  X           -    -127,320.942 (meters)                     COMP
 LD0887  Y           -  -4,822,848.531 (meters)                     COMP
 LD0887  Z           -   4,158,177.379 (meters)                     COMP
 LD0887  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 LD0887  ELLIP HEIGHT-         189.04  (meters)          (05/06/99) GPS OBS
 LD0887  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0887
 LD0887  HORZ ORDER  -  THIRD
 LD0887  ELLP ORDER  -  FOURTH    CLASS I
 LD0887
 LD0887.This mark is at Mount Pleasant Municipal Airport (MPZ)
 LD0887
 LD0887.The horizontal coordinates were established by GPS observations
 LD0887.and adjusted by the National Geodetic Survey in May 1999..
 LD0887
 LD0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0887
 LD0887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0887
 LD0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0887
 LD0887.The ellipsoidal height was determined by GPS observations
 LD0887.and is referenced to NAD 83.
 LD0887
 LD0887.The geoid height was determined by GEOID03.
 LD0887
 LD0887;                    North         East     Units Scale Factor Converg.
 LD0887;SPC IA S     -   107,173.052   667,351.432   MT  0.99995807   +1 18 33.6
 LD0887;UTM  15      - 4,534,037.381   625,224.211   MT  0.99979300   +0 58 30.6
 LD0887
 LD0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0887!SPC IA S     -   0.99997035  x   0.99995807  =   0.99992842
 LD0887!UTM  15      -   0.99997035  x   0.99979300  =   0.99976335
 LD0887
 LD0887:                Primary Azimuth Mark                     Grid Az
 LD0887:SPC IA S     -  PLEAPORT AZ MK                           151 03 41.8
 LD0887:UTM  15      -  PLEAPORT AZ MK                           151 23 44.8
 LD0887
 LD0887|---------------------------------------------------------------------|
 LD0887| PID    Reference Object                     Distance      Geod. Az  |
 LD0887|                                                           dddmmss.s |
 LD0887| LD0888 PLEAPORT AZ MK                      APPROX. 0.8 KM 1522215.4 |
 LD0887|---------------------------------------------------------------------|
 LD0887
 LD0887                          SUPERSEDED SURVEY CONTROL
 LD0887
 LD0887  NAD 83(1986)-  40 56 52.39108(N)    091 30 44.04349(W) AD(       ) 3
 LD0887  NGVD 29 (07/09/90)  222.1    (m)          729.     (f) GPS OBS        
 LD0887
 LD0887.Superseded values are not recommended for survey control.
 LD0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0887.See file dsdata.txt to determine how the superseded data were derived.
 LD0887
 LD0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2522434037(NAD 83)
 LD0887_MARKER: I = METAL ROD
 LD0887_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LD0887_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LD0887_STAMPING: PLEAPORT 1989
 LD0887_MARK LOGO: NGS   
 LD0887_PROJECTION: FLUSH
 LD0887_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0887+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LD0887_ROD/PIPE-DEPTH: 8.5  meters
 LD0887_SLEEVE-DEPTH  : 0.91 meters
 LD0887
 LD0887  HISTORY     - Date     Condition        Report By
 LD0887  HISTORY     - 1989     MONUMENTED       NGS
 LD0887
 LD0887                          STATION DESCRIPTION
 LD0887
 LD0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LD0887'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHEAST OF MOUNT
 LD0887'PLEASANT, AT THE MOUNT PLEASANT MUNICIPAL AIRPORT AND AT THE JUNCTION
 LD0887'OF THE ENTRANCE RAMP AND RUNWAY.  OWNERSHIP--CITY OF MOUNT PLEASANT,
 LD0887'MOUNT PLEASANT, IA 52641, PHONE (319) 986-9987.  THE AIRPORT MANAGER
 LD0887'IS ROBERT SCARFF.
 LD0887'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 34 AND 218, ON
 LD0887'THE EAST SIDE OF MOUNT PLEASANT, GO EAST ON US HIGHWAY 34 FOR 2.1 KM
 LD0887'(1.30 MI) TO THE JUNCTION OF A PAVED ROAD ON THE RIGHT AT HIGHWAY MILE
 LD0887'POST 238.  TURN RIGHT, SOUTH, ON THE PAVED ROAD FOR 1.1 KM (0.70 MI)
 LD0887'TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, ON THE ENTRANCE
 LD0887'ROAD FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF THE RUNWAY AND THE MARK
 LD0887'ON THE RIGHT.
 LD0887'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 LD0887'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 LD0887'LOCATED 19.6 M (64.3 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY, 17.3 M
 LD0887'(56.8 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE RAMP, 8.5 M
 LD0887'(27.9 FT) SOUTH OF THE CURVED EDGE OF THE ENTRANCE RAMP, 3.8 M
 LD0887'(12.5 FT) WEST OF THE SOUTHWEST ONE OF TWO RAMP LIGHTS AND A
 LD0887'FIBERGLASS WITNESS POST.
 LD0887'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LD0887'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0888 ***********************************************************************
 LD0888  DESIGNATION -  PLEAPORT AZ MK
 LD0888  PID         -  LD0888
 LD0888  STATE/COUNTY-  IA/HENRY
 LD0888  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0888
 LD0888                         *CURRENT SURVEY CONTROL
 LD0888  ___________________________________________________________________
 LD0888* NAD 83(1996)-  40 56 29.29789(N)    091 30 28.09460(W)     ADJUSTED  
 LD0888* NAVD 88     -       222.0    (meters)     728.     (feet)  VERTCON   
 LD0888  ___________________________________________________________________
 LD0888  X           -    -126,960.626 (meters)                     COMP
 LD0888  Y           -  -4,823,324.825 (meters)                     COMP
 LD0888  Z           -   4,157,639.408 (meters)                     COMP
 LD0888  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 LD0888  ELLIP HEIGHT-         188.96  (meters)          (05/06/99) GPS OBS
 LD0888  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0888
 LD0888  HORZ ORDER  -  THIRD
 LD0888  ELLP ORDER  -  FOURTH    CLASS I
 LD0888
 LD0888.This mark is at Mount Pleasant Municipal Airport (MPZ)
 LD0888
 LD0888.The horizontal coordinates were established by GPS observations
 LD0888.and adjusted by the National Geodetic Survey in May 1999..
 LD0888
 LD0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0888
 LD0888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0888
 LD0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0888
 LD0888.The ellipsoidal height was determined by GPS observations
 LD0888.and is referenced to NAD 83.
 LD0888
 LD0888.The geoid height was determined by GEOID03.
 LD0888
 LD0888;                    North         East     Units Scale Factor Converg.
 LD0888;SPC IA S     -   106,469.663   667,740.339   MT  0.99995857   +1 18 44.1
 LD0888;UTM  15      - 4,533,331.852   625,608.945   MT  0.99979419   +0 58 40.6
 LD0888
 LD0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0888!SPC IA S     -   0.99997036  x   0.99995857  =   0.99992893
 LD0888!UTM  15      -   0.99997036  x   0.99979419  =   0.99976456
 LD0888
 LD0888:                Primary Azimuth Mark                     Grid Az
 LD0888:SPC IA S     -  PLEAPORT                                 331 03 41.7
 LD0888:UTM  15      -  PLEAPORT                                 331 23 45.2
 LD0888
 LD0888|---------------------------------------------------------------------|
 LD0888| PID    Reference Object                     Distance      Geod. Az  |
 LD0888|                                                           dddmmss.s |
 LD0888| LD0887 PLEAPORT                            APPROX. 0.8 KM 3322225.8 |
 LD0888|---------------------------------------------------------------------|
 LD0888
 LD0888                          SUPERSEDED SURVEY CONTROL
 LD0888
 LD0888  NAD 83(1986)-  40 56 29.30592(N)    091 30 28.10832(W) AD(       ) 3
 LD0888  NGVD 29 (07/09/90)  222.0    (m)          728.     (f) GPS OBS        
 LD0888
 LD0888.Superseded values are not recommended for survey control.
 LD0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0888.See file dsdata.txt to determine how the superseded data were derived.
 LD0888
 LD0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2560933332(NAD 83)
 LD0888_MARKER: I = METAL ROD
 LD0888_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LD0888_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LD0888_STAMPING: PLEAPORT AZ MK 1989
 LD0888_MARK LOGO: NGS   
 LD0888_PROJECTION: FLUSH
 LD0888_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0888+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LD0888_ROD/PIPE-DEPTH: 8.5  meters
 LD0888_SLEEVE-DEPTH  : 0.91 meters
 LD0888
 LD0888  HISTORY     - Date     Condition        Report By
 LD0888  HISTORY     - 1989     MONUMENTED       NGS
 LD0888
 LD0888                          STATION DESCRIPTION
 LD0888
 LD0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LD0888'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHEAST OF MOUNT
 LD0888'PLEASANT, AT THE MOUNT PLEASANT MUNICIPAL AIRPORT AND AT THE
 LD0888'TURN-AROUND OF RUNWAY 33.  OWNERSHIP--CITY OF MOUNT PLEASANT, MOUNT
 LD0888'PLEASANT, IA 52641, PHONE (319) 986-9987.  THE AIRPORT MANAGER IS
 LD0888'ROBERT SCARFF.
 LD0888'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 34 AND 218, ON
 LD0888'THE EAST SIDE OF MOUNT PLEASANT, GO EAST ON US HIGHWAY 34 FOR 2.1 KM
 LD0888'(1.30 MI) TO THE JUNCTION OF A PAVED ROAD ON THE RIGHT AT HIGHWAY MILE
 LD0888'POST 238.  TURN RIGHT, SOUTH, ON THE PAVED ROAD FOR 1.1 KM (0.70 MI)
 LD0888'TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT ON THE ENTRANCE
 LD0888'ROAD FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF THE RUNWAY.  TURN RIGHT,
 LD0888'SOUTHEAST, ONTO THE RUNWAY AND GO 0.8 KM (0.50 MI) TO THE STATION ON
 LD0888'THE RIGHT AT THE NORTHWEST SIDE OF THE TURN-AROUND.
 LD0888'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 LD0888'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 LD0888'LOCATED 24.1 M (79.1 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY, 18.5 M
 LD0888'(60.7 FT) NORTH OF THE NORTHWEST CORNER OF THE TURN-AROUND, 4.1 M
 LD0888'(13.5 FT) WEST OF THE CURVED EDGE OF THE TURN-AROUND AND 4.0 M
 LD0888'(13.1 FT) WEST OF A FIBERGLASS WITNESS POST.
 LD0888'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LD0888'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0864 ***********************************************************************
 ON0864  DESIGNATION -  PLEASANT
 ON0864  PID         -  ON0864
 ON0864  STATE/COUNTY-  IA/WINNESHIEK
 ON0864  USGS QUAD   -  FREEPORT (1981)
 ON0864
 ON0864                         *CURRENT SURVEY CONTROL
 ON0864  ___________________________________________________________________
 ON0864* NAD 83(1996)-  43 20 36.17340(N)    091 41 36.81301(W)     ADJUSTED  
 ON0864* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 ON0864  ___________________________________________________________________
 ON0864  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 ON0864  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 ON0864
 ON0864  HORZ ORDER  -  SECOND
 ON0864
 ON0864.The horizontal coordinates were established by classical geodetic methods
 ON0864.and adjusted by the National Geodetic Survey in May 1999..
 ON0864
 ON0864.The orthometric height was scaled from a topographic map.
 ON0864
 ON0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0864
 ON0864.The geoid height was determined by GEOID03.
 ON0864
 ON0864;                    North         East     Units Scale Factor Converg.
 ON0864;SPC IA N     - 1,206,329.940 1,646,467.065   MT  1.00001492   +1 13 27.5
 ON0864;SPC MN S     -   140,794.183   987,017.167   MT  1.00012429   +1 36 59.9
 ON0864;UTM  15      - 4,799,776.571   605,891.486   MT  0.99973793   +0 53 48.4
 ON0864
 ON0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0864!SPC IA N     -   0.99994985  x   1.00001492  =   0.99996477
 ON0864!SPC MN S     -   0.99994985  x   1.00012429  =   1.00007414
 ON0864!UTM  15      -   0.99994985  x   0.99973793  =   0.99968780
 ON0864
 ON0864|---------------------------------------------------------------------|
 ON0864| PID    Reference Object                     Distance      Geod. Az  |
 ON0864|                                                           dddmmss.s |
 ON0864| CI6968 PLEASANT RM 2                         6.538 METERS 06726     |
 ON0864| ON0860 WEST RIDGE CATH CH BELFRY           APPROX. 9.0 KM 1115914.3 |
 ON0864| ON0865 GLENWOOD LUTHERAN CHURCH SPIRE      APPROX. 8.2 KM 1440413.5 |
 ON0864| ON0880 WASHINGTON PRAIRIE LUTH CH          APPROX.12.3 KM 1971200.6 |
 ON0864| CI6966 PLEASANT AZ MK                                     2502135.8 |
 ON0864| CI6967 PLEASANT RM 1                        28.780 METERS 33723     |
 ON0864|---------------------------------------------------------------------|
 ON0864
 ON0864                          SUPERSEDED SURVEY CONTROL
 ON0864
 ON0864  NAD 83(1996)-  43 20 36.17339(N)    091 41 36.81299(W) AD(       ) 2
 ON0864  NAD 83(1986)-  43 20 36.16574(N)    091 41 36.81272(W) AD(       ) 2
 ON0864  NAD 27      -  43 20 36.26140(N)    091 41 36.26660(W) AD(       ) 2
 ON0864
 ON0864.Superseded values are not recommended for survey control.
 ON0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0864.See file dsdata.txt to determine how the superseded data were derived.
 ON0864
 ON0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0589199777(NAD 83)
 ON0864_MARKER: DS = TRIANGULATION STATION DISK
 ON0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0864
 ON0864  HISTORY     - Date     Condition        Report By
 ON0864  HISTORY     - 1961     MONUMENTED       CGS
 ON0864
 ON0864                          STATION DESCRIPTION
 ON0864
 ON0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0864'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF DECORAH, ABOUT 1-1/2
 ON0864'MILES NORTH OF THE UPPER IOWA RIVER, IN THE SOUTHEAST 1/4
 ON0864'OF SEC. 32, T. 99 N., R. 7 W., AND ON ROAD RIGHT-OF-WAY.  IT
 ON0864'IS 449 FEET EAST OF THE INTERSECTION OF A PAVED ROAD AND A
 ON0864'GRAVELED ROAD SOUTH, 49 FEET SOUTH OF THE CENTERLINE OF
 ON0864'THE PAVED ROAD, 3 FEET NORTH OF A POWER POLE, AND 3 FEET
 ON0864'NORTHWEST OF A WITNESS POST.  THE MONUMENT PROJECTS 1 INCH
 ON0864'AND THE DISK IS STAMPED PLEASANT 1961.
 ON0864'
 ON0864'TO REACH FROM THE CENTER OF THE BRIDGE OVER UPPER IOWA RIVER
 ON0864'IN THE NORTH PART OF DECORAH, GO NORTH ON U.S. HIGHWAY 52
 ON0864'FOR 0.25 MILE TO THE INTERSECTION OF LEIV-ERICKSON ROAD
 ON0864'AND NORTH STREET.  TURN RIGHT AND GO NORTHEASTERLY ON A PAVED
 ON0864'ROAD (NORTH STREET) FOR 1.9 MILES TO A SIDE ROAD LEFT.  CONTINUE
 ON0864'NORTHEASTERLY ON THE PAVED ROAD FOR 2.1 MILES TO A FORK.  TAKE
 ON0864'THE RIGHT FORK AND GO EASTERLY ON A PAVED ROAD FOR 1.1 MILES TO
 ON0864'A SIDE ROAD RIGHT AT A CHURCH AND A CEMETERY IN THE NORTHEAST
 ON0864'ANGLE.  TURN RIGHT AND GO EASTERLY ON A PAVED ROAD FOR 1.6
 ON0864'MILES TO A SIDE ROAD RIGHT.  CONTINUE EASTERLY ON THE PAVED
 ON0864'ROAD FOR 0.75 MILE TO A DRIVEWAY RIGHT AND THE AZIMUTH
 ON0864'MARK ON THE RIGHT.  CONTINUE EAST ON THE PAVED ROAD FOR 0.1
 ON0864'MILE TO A SIDE ROAD RIGHT.  CONTINUE EAST ON THE PAVED ROAD
 ON0864'FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 ON0864'
 ON0864'REFERENCE MARK 1 IS 47 FEET NORTH OF THE CENTERLINE OF THE PAVED
 ON0864'ROAD, AND 2 FEET NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS
 ON0864'1 INCH AND THE DISK IS STAMPED PLEASANT NO 1 1961.
 ON0864'
 ON0864'REFERENCE MARK 2 IS 48 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 ON0864'ROAD, 21 FEET EAST OF THE POWER POLE, AND 20 FEET EAST OF THE
 ON0864'WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 ON0864'STAMPED PLEASANT NO 2 1961.
 ON0864'
 ON0864'THE AZIMUTH MARK IS 45 FEET SOUTH OF THE CENTERLINE OF THE
 ON0864'PAVED ROAD, 17 FEET EAST OF THE CENTER OF A DRIVEWAY, 8 FEET
 ON0864'NORTHEAST OF A POWER POLE, 5 FEET EAST OF A WITNESS POST, AND
 ON0864'1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES
 ON0864'AND THE DISK IS STAMPED PLEASANT 1961.
 ON0864'
 ON0864'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1216 ***********************************************************************
 LF1216  DESIGNATION -  PLEASANT
 LF1216  PID         -  LF1216
 LF1216  STATE/COUNTY-  IA/UNION
 LF1216  USGS QUAD   -  TINGLEY NE (1981)
 LF1216
 LF1216                         *CURRENT SURVEY CONTROL
 LF1216  ___________________________________________________________________
 LF1216* NAD 83(1996)-  40 54 03.33801(N)    094 04 16.24245(W)     ADJUSTED  
 LF1216* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 LF1216  ___________________________________________________________________
 LF1216  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 LF1216  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 LF1216
 LF1216  HORZ ORDER  -  FIRST
 LF1216
 LF1216.The horizontal coordinates were established by classical geodetic methods
 LF1216.and adjusted by the National Geodetic Survey in May 1999..
 LF1216
 LF1216.The orthometric height was scaled from a topographic map.
 LF1216
 LF1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1216
 LF1216.The geoid height was determined by GEOID03.
 LF1216
 LF1216;                    North         East     Units Scale Factor Converg.
 LF1216;SPC IA S     -   100,204.313   451,874.083   MT  0.99996200   -0 22 34.4
 LF1216;UTM  15      - 4,528,311.385   409,776.731   MT  0.99970019   -0 42 05.1
 LF1216
 LF1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1216!SPC IA S     -   0.99994870  x   0.99996200  =   0.99991071
 LF1216!UTM  15      -   0.99994870  x   0.99970019  =   0.99964891
 LF1216
 LF1216|---------------------------------------------------------------------|
 LF1216| PID    Reference Object                     Distance      Geod. Az  |
 LF1216|                                                           dddmmss.s |
 LF1216| CL8165 PLEASANT RM 1                        24.115 METERS 05806     |
 LF1216| CL8164 PLEASANT AZ MK                                     1624147.8 |
 LF1216| CL8166 PLEASANT RM 2                        22.269 METERS 28014     |
 LF1216| LF1223 MICROWAVE TWR KAO 53 E ARISPE       APPROX. 7.9 KM 2970113.8 |
 LF1216|---------------------------------------------------------------------|
 LF1216
 LF1216                          SUPERSEDED SURVEY CONTROL
 LF1216
 LF1216  NAD 83(1986)-  40 54 03.33555(N)    094 04 16.25990(W) AD(       ) 1
 LF1216  NAD 27      -  40 54 03.35730(N)    094 04 15.45150(W) AD(       ) 1
 LF1216
 LF1216.Superseded values are not recommended for survey control.
 LF1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1216.See file dsdata.txt to determine how the superseded data were derived.
 LF1216
 LF1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF0977728311(NAD 83)
 LF1216_MARKER: DS = TRIANGULATION STATION DISK
 LF1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1216+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 LF1216
 LF1216  HISTORY     - Date     Condition        Report By
 LF1216  HISTORY     - 1958     MONUMENTED       CGS
 LF1216  HISTORY     - 20060625 GOOD             GEOCAC
 LF1216
 LF1216                          STATION DESCRIPTION
 LF1216
 LF1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LF1216'THE STATION IS ABOUT 4.5 MILES NORTHEAST OF ELLSTON, ABOUT 4
 LF1216'MILES SOUTHWEST OF HOPEVILLE AND IS ON THE PROPERTY OF MR. E.
 LF1216'SARGENT.  IT IS 107 FEET EAST OF A Y-INTERSECTION, 73 FEET
 LF1216'NORTHEAST OF A FENCE CORNER, 38 FEET SOUTHEAST OF THE CENTERLINE
 LF1216'OF A GRAVELED ROAD, 35 FEET WEST OF AN 8 INCH ELM TREE AND 1
 LF1216'FOOT SOUTHEAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 3
 LF1216'INCHES AND THE DISK IS STAMPED PLEASANT 1958.
 LF1216'
 LF1216'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE SOUTH
 LF1216'BUSINESS SECTION OF THAYER, GO SOUTH ON A GRAVELED ROAD FOR 0.05
 LF1216'MILE TO A CROSSROAD, U.S. HIGHWAY 34, CONTINUE SOUTH ON THE
 LF1216'GRAVELED ROAD FOR 0.9 MILE TO A Y-FORK.  KEEP RIGHT FORK AND
 LF1216'CONTINUE SOUTH AND WEST ON THE MAIN TRAVELED ROAD FOR 2.9 MILES
 LF1216'TO A CONCRETE BRIDGE WITH STEEL SIDE RAILS.  CONTINUE SOUTH AND
 LF1216'WEST ON THE GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT.
 LF1216'TURN RIGHT AND GO WEST AND SOUTH ON THE GRAVELED SIDE ROAD FOR
 LF1216'2.4 MILES TO A SIDE ROAD RIGHT AND THE MAIN TRAVELED ROAD
 LF1216'CURVES TO THE SOUTH.  CONTINUE SOUTH ON THE MAIN TRAVELED
 LF1216'ROAD FOR 0.75 MILE TO THE OAK HILL CHAPEL CHURCH AND CEMETERY
 LF1216'ON THE RIGHT.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 1.8
 LF1216'MILES TO A REVERSE Y-FORK AND THE STATION ON THE LEFT.
 LF1216'
 LF1216'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVELED
 LF1216'ROAD FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 LF1216'A GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT AT THE
 LF1216'TOP OF A KNOLL.
 LF1216'
 LF1216'REFERENCE MARK 1 IS 43 FEET SOUTHEAST OF THE CENTERLINE OF
 LF1216'THE GRAVELED ROAD, 40 FEET NORTHWEST OF AN 18 INCH OAK TREE AND
 LF1216'2 FEET SOUTHEAST OF THE WIRE FENCE.  THE MONUMENT PROJECTS 3
 LF1216'INCHES AND THE DISK IS STAMPED PLEASANT NO 1 1958.
 LF1216'
 LF1216'REFERENCE MARK 2 IS 53 FEET EAST OF THE CENTERLINE OF A GRAVELED
 LF1216'ROAD, 48 FEET NORTHEAST OF THE REVERSE Y-INTERSECTION, 27 FEET
 LF1216'SOUTH OF A FENCE CORNER, 18 FEET NORTHWEST OF THE CENTERLINE
 LF1216'OF THE GRAVELED ROAD AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 LF1216'THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED PLEASANT
 LF1216'NO 2 1958.
 LF1216'
 LF1216'THE AZIMUTH MARK IS 42 FEET NORTH OF THE CENTERLINE OF A
 LF1216'GRAVELED ROAD, 28 FEET WEST OF THE CENTERLINE OF A FIELD ENTRANCE,
 LF1216'1 FOOT NORTH OF A WHITE WITNESS POST, 6 INCHES NORTHEAST OF A
 LF1216'POWER POLE AND IS SET IN AN EAST-WEST FENCE LINE.  THE MONUMENT
 LF1216'PROJECTS 4 INCHES AND THE DISK IS STAMPED PLEASANT 1958.
 LF1216'
 LF1216'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LF1216
 LF1216                          STATION RECOVERY (2006)
 LF1216
 LF1216'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LF1216'EAST OF INTERSECTION OF UNION CO PRIMROSE DR (COUNTY P64) AND PLEASANT
 LF1216'DR, SOUTHEAST OF ROAD, 1 FT NORTH OF WITNESS POST.
 LF1216' 
 LF1216'RM1 AND RM2 NOT FOUND IN VERY BRIEF SEARCH IN WEEDS. AZ MARK FOUND
 LF1216'NORTH OF RINGGOLD-UNION COUNTY LINE ROAD, WEST OF FIELD DRIVE AND 6 FT
 LF1216'EAST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0500 ***********************************************************************
 LE0500  DESIGNATION -  PLEASANT HOME METH CH BELFRY
 LE0500  PID         -  LE0500
 LE0500  STATE/COUNTY-  IA/WAPELLO
 LE0500  USGS QUAD   -  BLAKESBURG NE (1968)
 LE0500
 LE0500                         *CURRENT SURVEY CONTROL
 LE0500  ___________________________________________________________________
 LE0500* NAD 83(1996)-  40 59 14.74676(N)    092 32 57.22803(W)     ADJUSTED  
 LE0500* NAVD 88     -                                                        
 LE0500  ___________________________________________________________________
 LE0500  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 LE0500  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LE0500
 LE0500  HORZ ORDER  -  THIRD
 LE0500
 LE0500.The horizontal coordinates were established by classical geodetic methods
 LE0500.and adjusted by the National Geodetic Survey in May 1999..
 LE0500
 LE0500
 LE0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0500
 LE0500.The geoid height was determined by GEOID03.
 LE0500
 LE0500;                    North         East     Units Scale Factor Converg.
 LE0500;SPC IA S     -   110,089.486   580,003.233   MT  0.99995527   +0 37 34.6
 LE0500;UTM  15      - 4,537,459.468   537,917.703   MT  0.99961770   +0 17 44.4
 LE0500
 LE0500                          SUPERSEDED SURVEY CONTROL
 LE0500
 LE0500  NAD 83(1986)-  40 59 14.75108(N)    092 32 57.24158(W) AD(       ) 4
 LE0500  NAD 27      -  40 59 14.70500(N)    092 32 56.56500(W) AD(       ) 3
 LE0500
 LE0500.Superseded values are not recommended for survey control.
 LE0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0500.See file dsdata.txt to determine how the superseded data were derived.
 LE0500
 LE0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF3791837459(NAD 83)
 LE0500_MARKER: 75 = BELFRY
 LE0500
 LE0500  HISTORY     - Date     Condition        Report By
 LE0500  HISTORY     - 1956     FIRST OBSERVED   CGS
 LE0500
 LE0500                          STATION DESCRIPTION
 LE0500
 LE0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 LE0500'THE STATION IS ABOUT 7 MILES SOUTHWEST OF OTTUMWA, ALONG THE NORTH
 LE0500'SIDE OF COUNTY ROUTE C.
 LE0500'
 LE0500'THE STATION IS FINIAL ON THE BELFRY WHICH IS ON THE ROOF AT
 LE0500'SOUTH END OF CHURCH.  THE CHURCH IS ABOUT 50 FEET HIGH, IS
 LE0500'PAINTED WHITE AND HAS A GREEN ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0651 ***********************************************************************
 MH0651  DESIGNATION -  PLEASANTVILLE WATER TOWER
 MH0651  PID         -  MH0651
 MH0651  STATE/COUNTY-  IA/MARION
 MH0651  USGS QUAD   -  PLEASANTVILLE (1965)
 MH0651
 MH0651                         *CURRENT SURVEY CONTROL
 MH0651  ___________________________________________________________________
 MH0651* NAD 83(1996)-  41 23 10.71644(N)    093 16 05.72004(W)     ADJUSTED  
 MH0651* NAVD 88     -                                                        
 MH0651  ___________________________________________________________________
 MH0651  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 MH0651  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 MH0651
 MH0651  HORZ ORDER  -  THIRD
 MH0651
 MH0651.The horizontal coordinates were established by classical geodetic methods
 MH0651.and adjusted by the National Geodetic Survey in May 1999..
 MH0651
 MH0651
 MH0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0651
 MH0651.The geoid height was determined by GEOID03.
 MH0651
 MH0651;                    North         East     Units Scale Factor Converg.
 MH0651;SPC IA S     -   153,974.542   519,382.653   MT  0.99995359   +0 09 09.5
 MH0651;UTM  15      - 4,581,677.305   477,571.524   MT  0.99960619   -0 10 38.5
 MH0651
 MH0651                          SUPERSEDED SURVEY CONTROL
 MH0651
 MH0651  NAD 83(1986)-  41 23 10.72452(N)    093 16 05.72919(W) AD(       ) 4
 MH0651  NAD 27      -  41 23 10.75200(N)    093 16 04.97900(W) AD(       ) 3
 MH0651
 MH0651.Superseded values are not recommended for survey control.
 MH0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0651.See file dsdata.txt to determine how the superseded data were derived.
 MH0651
 MH0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF7757281677(NAD 83)
 MH0651_MARKER: 54 = WATER TOWER
 MH0651
 MH0651  HISTORY     - Date     Condition        Report By
 MH0651  HISTORY     - 1928     FIRST OBSERVED   CGS
 MH0651  HISTORY     - 1964     GOOD             USGS
 MH0651
 MH0651                          STATION DESCRIPTION
 MH0651
 MH0651'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0651'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0858 ***********************************************************************
 NL0858  DESIGNATION -  PLOVER
 NL0858  PID         -  NL0858
 NL0858  STATE/COUNTY-  IA/POCAHONTAS
 NL0858  USGS QUAD   -  PLOVER (1980)
 NL0858
 NL0858                         *CURRENT SURVEY CONTROL
 NL0858  ___________________________________________________________________
 NL0858* NAD 83(1996)-  42 52 43.82597(N)    094 37 27.49013(W)     ADJUSTED  
 NL0858* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 NL0858  ___________________________________________________________________
 NL0858  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 NL0858  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 NL0858
 NL0858  HORZ ORDER  -  FIRST
 NL0858
 NL0858.The horizontal coordinates were established by classical geodetic methods
 NL0858.and adjusted by the National Geodetic Survey in May 1999..
 NL0858
 NL0858.The orthometric height was scaled from a topographic map.
 NL0858
 NL0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0858
 NL0858.The geoid height was determined by GEOID03.
 NL0858
 NL0858;                    North         East     Units Scale Factor Converg.
 NL0858;SPC IA N     - 1,153,768.790 1,408,150.440   MT  0.99995214   -0 45 43.2
 NL0858;UTM  15      - 4,748,640.053   367,344.573   MT  0.99981649   -1 06 19.5
 NL0858
 NL0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0858!SPC IA N     -   0.99994507  x   0.99995214  =   0.99989721
 NL0858!UTM  15      -   0.99994507  x   0.99981649  =   0.99976157
 NL0858
 NL0858:                Primary Azimuth Mark                     Grid Az
 NL0858:SPC IA N     -  PLOVER RM 3 AZIMUTH                      008 02 39.7
 NL0858:UTM  15      -  PLOVER RM 3 AZIMUTH                      008 23 16.0
 NL0858
 NL0858|---------------------------------------------------------------------|
 NL0858| PID    Reference Object                     Distance      Geod. Az  |
 NL0858|                                                           dddmmss.s |
 NL0858| CI6972 PLOVER RM 3 AZIMUTH                                0071656.5 |
 NL0858| CI6969 PLOVER AZ MK                                       0151020.5 |
 NL0858| NL0748 WEST BEND MUNICIPAL TANK            APPROX.17.2 KM 0580230.1 |
 NL0858| NL0859 PLOVER MUNICIPAL TANK                32.438 METERS 10719     |
 NL0858| NL0860 ROLFE MUNICIPAL TANK                APPROX.10.8 KM 1320623.2 |
 NL0858| NL0743 GILMORE CITY MUNICIPAL TANK         APPROX.22.2 KM 1381441.4 |
 NL0858| NL0878 POCAHONTAS MUNICIPAL TANK           APPROX.16.5 KM 1925512.6 |
 NL0858| CI6970 PLOVER RM 1                          71.634 METERS 22620     |
 NL0858| NL0861 HAVELOCK MUNICIPAL TANK             APPROX. 8.3 KM 2313049.2 |
 NL0858| NL0894 LAURENS STEEL MUNICIPAL TANK        APPROX.18.8 KM 2595807.6 |
 NL0858| NL0895 LAURENS WOOD MUNICIPAL TANK         APPROX.18.8 KM 2595939.1 |
 NL0858| CI6971 PLOVER RM 2                          37.987 METERS 28933     |
 NL0858| OP1045 AYRSHIRE MUNICIPAL TANK             APPROX.24.5 KM 3161650.3 |
 NL0858| NL0862 MALLARD MUNICIPAL TANK              APPROX. 8.3 KM 3215232.6 |
 NL0858|---------------------------------------------------------------------|
 NL0858
 NL0858                          SUPERSEDED SURVEY CONTROL
 NL0858
 NL0858  NAD 83(1996)-  42 52 43.82587(N)    094 37 27.49008(W) AD(       ) 1
 NL0858  NAD 83(1986)-  42 52 43.81985(N)    094 37 27.48229(W) AD(       ) 1
 NL0858  NAD 27      -  42 52 43.91700(N)    094 37 26.55300(W) AD(       ) 1
 NL0858
 NL0858.Superseded values are not recommended for survey control.
 NL0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0858.See file dsdata.txt to determine how the superseded data were derived.
 NL0858
 NL0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6734548640(NAD 83)
 NL0858_MARKER: DS = TRIANGULATION STATION DISK
 NL0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0858
 NL0858  HISTORY     - Date     Condition        Report By
 NL0858  HISTORY     - 1934     MONUMENTED       CGS
 NL0858  HISTORY     - 1938     GOOD             CGS
 NL0858  HISTORY     - 1973     GOOD             NGS
 NL0858
 NL0858                          STATION DESCRIPTION
 NL0858
 NL0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0858'STATION IS IN THE TOWN OF PLOVER, NEAR S 1/4 CORNER OF SEC.
 NL0858'9, T 93 N, R 34 W, ON LAND OWNED BY MARTIN HELUICK OF PLOVER,
 NL0858'IN BACK OF MARTINS BLACKSMITH SHOP, 45 FEET N OF N END OF SHOP,
 NL0858'21 FEET W OF NW CORNER OF BRICK TILE GARAGE BUILDING, 90
 NL0858'FEET W OF MUNICIPAL WATER TANK, 14 FEET E OF BARBED WIRE FENCE
 NL0858'LINE, AND 140 FEET N OF CENTER LINE OF WEST MAIN STREET.
 NL0858'THE MARK IS FLUSH WITH THE GROUND.
 NL0858'
 NL0858'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NL0858'BRONZE DISKS SET IN CONCRETE.
 NL0858'
 NL0858'REFERENCE MARK NO. 1 IS SW OF STATION, 30 FEET S OF CENTER
 NL0858'LINE OF WEST MAIN STREET, 45 FEET W OF FIRE HYDRANT, 5 FEET
 NL0858'W OF TELEPHONE POLE, AND 1 FOOT N OF SIDEWALK.  THE MARK
 NL0858'PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS WNW OF THE STATION,
 NL0858'12 FEET E OF CENTER LINE OF STREET, 15 FEET SSW OF SW CORNER
 NL0858'OF PRIVATE GARAGE BUILDING, AND 1 FOOT W OF FENCE LINE.  THE
 NL0858'MARK PROJECTS 6 INCHES.  THE DISTANCE BETWEEN THE REFERENCE
 NL0858'MARKS IS 210.52 FEET.
 NL0858'
 NL0858'THE AZIMUTH MARK IS NNE OF THE STATION, ON E SIDE OF GRAVEL
 NL0858'ROAD, 33 FEET E OF CENTER LINE OF GRAVEL ROAD, 2 FEET E OF
 NL0858'TELEPHONE LINE, AND 1 FOOT W OF FENCE LINE.  THE MARK PROJECTS
 NL0858'5 INCHES.
 NL0858'
 NL0858'TO REACH THE STATION FROM EMMETSBURG, FROM JUNCTION OF IOWA
 NL0858'17 AND IOWA 18, GO S ON IOWA 17 FOR 16.0 MILES TO CROSSROADS,
 NL0858'THENCE E ON GRAVEL ROAD 2.4 MILES TO PLOVER AND STATION.
 NL0858'
 NL0858'AN 87-FOOT SIGNAL AT LAURENS IS VISIBLE AT 45 FEET.
 NL0858'
 NL0858'AN 87-FOOT SIGNAL AT KIBBEE IS VISIBLE AT 40 FEET.
 NL0858'
 NL0858'AN 87-FOOT SIGNAL AT CURLEW IS VISIBLE AT 45 FEET.
 NL0858'
 NL0858'A 100-FOOT SIGNAL AT POCAHONTAS IS VISIBLE AT 40 FEET.
 NL0858'
 NL0858'A 100-FOOT SIGNAL AT VIKTORA IS VISIBLE AT 45 FEET.
 NL0858
 NL0858                          STATION RECOVERY (1938)
 NL0858
 NL0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0858'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 NL0858'CONDITION.  STATION IS IN THE TOWN OF PLOVER, NEAR THE S 1/4
 NL0858'CORNER OF SEC. 9 T 93 N, R 34 W, ON LAND OWNED BY MARTIN
 NL0858'HELUICK OF PLOVER, IN BACK OF MARTINS BLACKSMITH SHOP, 45
 NL0858'FEET N OF N END OF SHOP, 21 FEET W OF NW CORNER OF BRICK TILE
 NL0858'GARAGE BUILDING, 90 FEET W OF MUNICIPAL WATER TANK, 14 FEET
 NL0858'E OF N-S FENCE AND 140 FEET N OF CENTER LINE OF W MAIN STREET.
 NL0858'MARK IS FLUSH WITH GROUND.
 NL0858'
 NL0858'REACHED FROM POST OFFICE IN HUMBOLDT, GO W ON IOWA 10 FOR
 NL0858'12.6 MILES N END OF MAIN STREET OF GILMORE CITY, CONTINUE
 NL0858'W ON IOWA 10 FOR 5 MILES TO JUNCTION WITH ROUTE 44.  GO RIGHT
 NL0858'N ON ROUTE 44 FOR 6.2 MILES TO ROLFE, CONTINUE N ON ROUTE 44
 NL0858'FOR 3.7 MILES WHERE ROUTE 44 TURNS E, CONTINUE N ON GRAVELED
 NL0858'ROAD 1.0 MILE TO CROSSROADS.  TURN LEFT W ON GRAVELED ROAD AND
 NL0858'GO 5.0 MILES TO PLOVER AND STATION.
 NL0858'
 NL0858'REFERENCE MARK NO. 1 IS SW OF STATION, 30 FEET S OF CENTER
 NL0858'LINE OF W MAIN STREET, 45 FEET W OF FIRE HYDRANT, 5 FEET
 NL0858'W OF TELEPHONE POLE, 1 FOOT N OF SIDEWALK.  PROJECTS 4 INCHES.
 NL0858'DISTANCES IS 235.02 FEET.  NOT CHECKED, LINE OBSTRUCTED.
 NL0858'REFERENCE MARK NO. 2 IS WNW OF STATION, 12 FEET E OF CENTER
 NL0858'LINE OF STREET, 15 FEET SSW OF SW CORNER OF PRIVATE GARAGE
 NL0858'AND 1 FOOT W OF N-S FENCE.  DISTANCE IS 124.63 FEET, CHECKED.
 NL0858'MARK PROJECTS 6 INCHES.
 NL0858'
 NL0858'DISTANCE BETWEEN MARKS OF 210.52 FEET NOT CHECKED BECAUSE
 NL0858'OF OBSTRUCTIONS.
 NL0858'
 NL0858'AZIMUTH MARK IS NNE OF STATION.  DISTANCE CORRECTED TO
 NL0858'APPROXIMATELY 1.0 MILE.  MARK IS SET 33 FEET E OF GRAVELED
 NL0858'ROAD CENTER LINE, 1 FOOT W OF N-S FENCE LINE, 105 FEET S OF
 NL0858'TELEPHONE POLE AND 125 FEET N OF A TELEPHONE POLE.
 NL0858'
 NL0858'TO REACH FROM STATION GO E ON MAIN STREET 0.25 MILE TO CROSS
 NL0858'ROAD, THENCE N ON GRAVELED ROAD 0.9 MILE TO MARK ON RIGHT
 NL0858'E.
 NL0858'
 NL0858'A 90-FOOT TOWER IS NEEDED FOR STATIONS JOLLIFFE AND GILMORE
 NL0858'WITH A 90-FOOT TOWER AT PLOVER.
 NL0858
 NL0858                          STATION RECOVERY (1973)
 NL0858
 NL0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NL0858'ALL THE MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 NL0858'DUE TO ROAD CONSTRUCTION THE AZIMUTH MARK HAD TO BE MOVED.
 NL0858'REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  THE DISTANCES AND
 NL0858'DIRECTIONS TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE
 NL0858'PREVIOUS DATA.  THE DESCRIPTION IS ADEQUATE FOR RECOVERY WITH THE
 NL0858'ADDITIONAL NOTES FOR THE MARKS AND A DESCRIPTION FOR REFERENCE
 NL0858'MARK 3.
 NL0858'
 NL0858'THE STATION MARK IS 33 FEET SOUTH OF THE CENTER OF A TRACK
 NL0858'ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.
 NL0858'
 NL0858'REFERENCE MARK 1 IS 45 FEET NORTH OF THE NORTHEAST CORNER
 NL0858'OF A HOUSE WITH ROCK BLOCK FOUNDATION, 41.5 FEET WEST OF A
 NL0858'WATER HYDRANT AND 1 FOOT NORTH OF THE NORTH EDGE OF AN EAST-WEST
 NL0858'SIDEWALK.
 NL0858'
 NL0858'REFERENCE MARK 2 IS 15 FEET EAST OF THE CENTER OF A PAVED
 NL0858'STREET, 12 FEET NORTH OF A POWER POLE AND 9 FEET NORTH OF THE
 NL0858'CENTER OF THE TRACK ROAD.
 NL0858'
 NL0858'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PLOVER 1934
 NL0858'NO 3 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 NL0858'ROD WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED
 NL0858'IN A PLASTIC PIPE AND PROJECTS 2 INCHES ABOVE THE GROUND
 NL0858'SURFACE.  IT IS 31 FEET NORTH OF THE CENTER OF AN EAST-WEST
 NL0858'COUNTY ROAD, 2 FEET EAST OF A POWER POLE, 1 FOOT WEST OF A
 NL0858'METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 NL0858'
 NL0858'TO REACH THE REFERENCE MARK 3 FROM THE STATION, GO EAST ON
 NL0858'THE PAVED STREET FOR 0.25 MILE TO A CROSS ROAD.  TURN LEFT
 NL0858'AND GO NORTH FOR 1.0 MILE TO A CROSS ROAD.  TURN LEFT AND GO
 NL0858'WEST ON THE COUNTY ROAD FOR 0.1 MILE TO THE REFERENCE MARK ON THE
 NL0858'RIGHT.
 NL0858'
 NL0858'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PLOVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0859 ***********************************************************************
 NL0859  DESIGNATION -  PLOVER MUNICIPAL TANK
 NL0859  PID         -  NL0859
 NL0859  STATE/COUNTY-  IA/POCAHONTAS
 NL0859  USGS QUAD   -  PLOVER (1980)
 NL0859
 NL0859                         *CURRENT SURVEY CONTROL
 NL0859  ___________________________________________________________________
 NL0859* NAD 83(1996)-  42 52 43.51296(N)    094 37 26.12566(W)     ADJUSTED  
 NL0859* NAVD 88     -                                                        
 NL0859  ___________________________________________________________________
 NL0859  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 NL0859  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 NL0859
 NL0859  HORZ ORDER  -  THIRD
 NL0859
 NL0859.The horizontal coordinates were established by classical geodetic methods
 NL0859.and adjusted by the National Geodetic Survey in May 1999..
 NL0859
 NL0859
 NL0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0859
 NL0859.The geoid height was determined by GEOID03.
 NL0859
 NL0859;                    North         East     Units Scale Factor Converg.
 NL0859;SPC IA N     - 1,153,758.721 1,408,181.274   MT  0.99995214   -0 45 42.2
 NL0859;UTM  15      - 4,748,629.801   367,375.341   MT  0.99981639   -1 06 18.6
 NL0859
 NL0859                          SUPERSEDED SURVEY CONTROL
 NL0859
 NL0859  NAD 83(1996)-  42 52 43.51287(N)    094 37 26.12564(W) AD(       ) 4
 NL0859  NAD 83(1986)-  42 52 43.50646(N)    094 37 26.11733(W) AD(       ) 4
 NL0859  NAD 27      -  42 52 43.60500(N)    094 37 25.19100(W) AD(       ) 3
 NL0859
 NL0859.Superseded values are not recommended for survey control.
 NL0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0859.See file dsdata.txt to determine how the superseded data were derived.
 NL0859
 NL0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6737548630(NAD 83)
 NL0859_MARKER: 53 = ELEVATED TANK
 NL0859
 NL0859  HISTORY     - Date     Condition        Report By
 NL0859  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0859
 NL0859                          STATION DESCRIPTION
 NL0859
 NL0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0859'THIS STATION IS THE CENTER OF THE TANK.  THE TANK IS METAL,
 NL0859'PAINTED BLACK AND IS SUPPORTED BY FOUR LEGS.  THE SE LEG BEING
 NL0859'THE LADDER LEG.  TANK IS 120 FEET HIGH AND 15 FEET IN DIAMETER.
 NL0859'HAS SMALL BALL ON TOP, AND BLACK METAL FEED PIPE HOUSING.  IT
 NL0859'WAS ERECTED IN 1925.
 NL0859'
 NL0859'THE TANK IS 125 FEET N OF W MAIN STREET.  125 FEET W OF N AND
 NL0859'S STREET.  THE NW LEG IS 24 FEET SE OF THE NE CORNER OF GARAGE
 NL0859'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1426 ***********************************************************************
 LF1426  DESIGNATION -  PLUM
 LF1426  PID         -  LF1426
 LF1426  STATE/COUNTY-  IA/FREMONT
 LF1426  USGS QUAD   -  MC PAUL (1984)
 LF1426
 LF1426                         *CURRENT SURVEY CONTROL
 LF1426  ___________________________________________________________________
 LF1426* NAD 83(1996)-  40 50 45.26305(N)    095 48 29.76248(W)     ADJUSTED  
 LF1426* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 LF1426  ___________________________________________________________________
 LF1426  LAPLACE CORR-         -10.16  (seconds)                    DEFLEC99
 LF1426  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 LF1426
 LF1426  HORZ ORDER  -  THIRD
 LF1426
 LF1426.The horizontal coordinates were established by classical geodetic methods
 LF1426.and adjusted by the National Geodetic Survey in May 1999..
 LF1426
 LF1426.The orthometric height was scaled from a topographic map.
 LF1426
 LF1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1426
 LF1426.The geoid height was determined by GEOID03.
 LF1426
 LF1426;                    North         East     Units Scale Factor Converg.
 LF1426;SPC IA S     -    96,518.960   305,371.088   MT  0.99996745   -1 31 13.6
 LF1426;SPC NE       -   120,988.480   853,256.439   MT  0.99972444   +2 46 40.3
 LF1426;UTM  15      - 4,525,447.611   263,257.348   MT  1.00028989   -1 50 15.1
 LF1426
 LF1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1426!SPC IA S     -   0.99995944  x   0.99996745  =   0.99992689
 LF1426!SPC NE       -   0.99995944  x   0.99972444  =   0.99968389
 LF1426!UTM  15      -   0.99995944  x   1.00028989  =   1.00024931
 LF1426
 LF1426:                Primary Azimuth Mark                     Grid Az
 LF1426:SPC IA S     -  QUARRY RESET                             011 28 40.9
 LF1426:SPC NE       -  QUARRY RESET                             007 10 47.0
 LF1426:UTM  15      -  QUARRY RESET                             011 47 42.4
 LF1426
 LF1426|---------------------------------------------------------------------|
 LF1426| PID    Reference Object                     Distance      Geod. Az  |
 LF1426|                                                           dddmmss.s |
 LF1426| LF1422 QUARRY RESET                        APPROX.10.8 KM 0095727.3 |
 LF1426| CL8173 PLUM AZ MK                                         0354052.0 |
 LF1426| CL8174 PLUM RM 1                            11.794 METERS 04943     |
 LF1426| CL8175 PLUM RM 2                            19.806 METERS 13510     |
 LF1426| CL8176 PLUM RM 3                            38.545 METERS 31658     |
 LF1426|---------------------------------------------------------------------|
 LF1426
 LF1426                          SUPERSEDED SURVEY CONTROL
 LF1426
 LF1426  NAD 83(1996)-  40 50 45.26305(N)    095 48 29.76248(W) AD(       ) 3
 LF1426  NAD 83(1986)-  40 50 45.27148(N)    095 48 29.75808(W) AD(       ) 3
 LF1426  NAD 27      -  40 50 45.27400(N)    095 48 28.73900(W) AD(       ) 3
 LF1426
 LF1426.Superseded values are not recommended for survey control.
 LF1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1426.See file dsdata.txt to determine how the superseded data were derived.
 LF1426
 LF1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6325725448(NAD 83)
 LF1426_MARKER: DS = TRIANGULATION STATION DISK
 LF1426_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LF1426
 LF1426  HISTORY     - Date     Condition        Report By
 LF1426  HISTORY     - 1947     MONUMENTED       CGS
 LF1426  HISTORY     - 1970     GOOD             NGS
 LF1426
 LF1426                          STATION DESCRIPTION
 LF1426
 LF1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1426'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF BARTLETT AND 1-1/2
 LF1426'MILES NORTH-NORTHWEST OF MC PAUL.  IT IS 36 FEET NORTHWEST OF THE
 LF1426'APPROXIMATE CENTERLINE OF A GRAVELED ROAD NEAR CENTER OF A
 LF1426'CURVE AND 4 FEET NORTHWEST OF A FENCELINE.  THE MARK IS FLUSH
 LF1426'WITH THE GROUND AND THE DISK IS STAMPED PLUM 1947.
 LF1426'
 LF1426'REFERENCE MARK NO. 1 IS 38.70 FEET NORTHEAST OF THE STATION,
 LF1426'30 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 LF1426'ROAD, 2.5 FEET WEST OF A TELEPHONE POLE AND 1 FOOT WEST OF A
 LF1426'FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LF1426'STAMPED PLUM NO 1 1947.
 LF1426'
 LF1426'REFERENCE MARK NO. 2 IS 64.98 FEET SOUTHEAST OF THE STATION, 29
 LF1426'FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 LF1426'ROAD AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS ABOUT
 LF1426'6 INCHES AND THE DISK IS STAMPED PLUM NO 2 1947.
 LF1426'
 LF1426'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION,
 LF1426'31 FEET SOUTHEAST OF OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 LF1426'ROAD, 2 FEET SOUTHWEST OF A POWER POLE WITH SIGN READING
 LF1426'DANGER 6600 VOLTS ELECTRICITY AND 1 FOOT SOUTHEAST OF A
 LF1426'FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 LF1426'STAMPED PLUM 1947.
 LF1426'
 LF1426'TO REACH THE STATION FROM CROSS STREETS JUST SOUTH OF THE
 LF1426'ELEVATOR IN BARTLETT GO SOUTH ON MAIN ROAD JUST WEST OF THE
 LF1426'RAILROAD TRACKS FOR 2.55 MILES TO AZIMUTH MARK ON LEFT.  CONTINUE
 LF1426'SOUTH AND SOUTHWEST FOR 0.5 MILE TO STATION ON RIGHT AS
 LF1426'DESCRIBED.
 LF1426'
 LF1426'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LF1426
 LF1426                          STATION RECOVERY (1970)
 LF1426
 LF1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LF1426'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 LF1426'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS DESTROYED BY
 LF1426'ROAD CONSTRUCTION.  THE AZIMUTH MARK WAS FOUND TILTED OUT OF
 LF1426'POSITION, THE MARK WAS LEFT IN PLACE.  THE DISTANCE TO REFERENCE
 LF1426'MARK NO. 1 CHECKED.
 LF1426'
 LF1426'REFERENCE MARK NO. 3 WAS SET AND NO OBJECTS WERE VISIBLE SO
 LF1426'A NEW AZIMUTH MARK WAS NOT SET.
 LF1426'
 LF1426'FOLLOWING IS A NEW DESCRIPTION.
 LF1426'
 LF1426'TO REACH THE STATION FROM THE CROSS STREET IN BARTLETT WHICH IS
 LF1426'JUST SOUTH OF THE ELEVATOR, GO SOUTH ON THE MAIN ROAD FOR 2.55
 LF1426'MILES TO THE AZIMUTH MARK ON THE LEFT JUST BEFORE REACHING A
 LF1426'SIDE ROAD RIGHT.  FROM THE SIDE ROAD THE STATION IS 0.5 MILE
 LF1426'SOUTH-SOUTHWEST BETWEEN INTERSTATE AND A GRAVELED ROAD.
 LF1426'
 LF1426'STATION MARK, A STANDARD DISK STAMPED PLUM 1947, IS SET IN THE
 LF1426'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 LF1426'OF THE GROUND.  IT IS ABOUT 0.1 MILE WEST OF AN OVERPASS ON THE
 LF1426'INTERSTATE AND THIS OVERPASS PROBABLY WILL BE THE MC PAUL EXIT,
 LF1426'0.3 MILE WEST OF THE INTERSTATE, 74.5 FEET NORTHEAST OF A
 LF1426'GRAVELED ROAD, 36.92 FEET WEST OF A NAIL IN A TELEPHONE POLE,
 LF1426'1 FOOT WEST OF AN ORANGE FENCE POST, AND 1 FOOT EAST OF A METAL
 LF1426'WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LF1426'
 LF1426'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PLUM NO. 1 1947, IS
 LF1426'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 LF1426'WITH THE SURFACE OF THE GROUND.  IT IS 113 FEET NORTHEAST OF THE
 LF1426'CENTER OF THE GRAVELED ROAD, 13 FEET NORTH OF THE TELEPHONE
 LF1426'POLE, 1.5 FEET NORTH OF OLD FENCE, AND 1 FOOT NORTHEAST OF AN
 LF1426'ORANGE STEEL POST.
 LF1426'
 LF1426'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PLUM 1947 NO. 3
 LF1426'1970, IS CEMENTED IN A DRILL HOLE IN THE SOUTH SLOPE OF A
 LF1426'CONCRETE BRIDGE OVER A CANAL.  IT IS 9 FEET NORTHEAST OF THE
 LF1426'SOUTH END OF THE BRIDGE ABUTMENT.
 LF1426'
 LF1426'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2
 LF1426'MILES NNW OF MC PAUL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1638 ***********************************************************************
 NM1638  DESIGNATION -  PLYMOUTH
 NM1638  PID         -  NM1638
 NM1638  STATE/COUNTY-  IA/PLYMOUTH
 NM1638  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM1638
 NM1638                         *CURRENT SURVEY CONTROL
 NM1638  ___________________________________________________________________
 NM1638* NAD 83(1996)-  42 36 18.87475(N)    096 26 49.63814(W)     ADJUSTED  
 NM1638* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 NM1638  ___________________________________________________________________
 NM1638  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 NM1638  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 NM1638
 NM1638  HORZ ORDER  -  SECOND
 NM1638
 NM1638.The horizontal coordinates were established by classical geodetic methods
 NM1638.and adjusted by the National Geodetic Survey in May 1999..
 NM1638
 NM1638.The orthometric height was scaled from a topographic map.
 NM1638
 NM1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1638
 NM1638.The geoid height was determined by GEOID03.
 NM1638
 NM1638;                    North         East     Units Scale Factor Converg.
 NM1638;SPC IA N     - 1,126,981.116 1,258,218.224   MT  0.99994596   -1 59 50.6
 NM1638;SPC SD S     -    37,667.640   918,809.849   MT  1.00006179   +2 40 51.3
 NM1638;SPC SD S     -   123,581.25  3,014,461.98   sFT  1.00006179   +2 40 51.3
 NM1638;UTM  14      - 4,720,138.483   709,413.913   MT  1.00013958   +1 43 43.6
 NM1638
 NM1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1638!SPC IA N     -   0.99993285  x   0.99994596  =   0.99987881
 NM1638!SPC SD S     -   0.99993285  x   1.00006179  =   0.99999463
 NM1638!UTM  14      -   0.99993285  x   1.00013958  =   1.00007242
 NM1638
 NM1638|---------------------------------------------------------------------|
 NM1638| PID    Reference Object                     Distance      Geod. Az  |
 NM1638|                                                           dddmmss.s |
 NM1638| CO3502 PLYMOUTH RM 1                        28.072 METERS 05324     |
 NM1638| NM1646 OMAHA/BISMARCK AWY BCN 9            APPROX. 1.5 KM 0880124.8 |
 NM1638| CO3501 PLYMOUTH AZ MK                                     0884734.2 |
 NM1638| NM1838 JEFFERSON MUNICIPAL TANK            APPROX. 9.1 KM 2681157.7 |
 NM1638| NM1839 JEFFERSON ST PETERS CATH CH         APPROX. 9.3 KM 2691408.6 |
 NM1638| CO3503 PLYMOUTH RM 2                        24.205 METERS 31131     |
 NM1638| NM1708 OMAHA BISMARCK AIRWAY BCN 11        APPROX.24.7 KM 3482537.4 |
 NM1638|---------------------------------------------------------------------|
 NM1638
 NM1638                          SUPERSEDED SURVEY CONTROL
 NM1638
 NM1638  NAD 83(1996)-  42 36 18.87475(N)    096 26 49.63814(W) AD(       ) 2
 NM1638  NAD 83(1996)-  42 36 18.87470(N)    096 26 49.63813(W) AD(       ) 2
 NM1638  NAD 83(1996)-  42 36 18.87444(N)    096 26 49.63863(W) AD(       ) 2
 NM1638  NAD 83(1986)-  42 36 18.87771(N)    096 26 49.63642(W) AD(       ) 2
 NM1638  NAD 27      -  42 36 18.90100(N)    096 26 48.52600(W) AD(       ) 2
 NM1638
 NM1638.Superseded values are not recommended for survey control.
 NM1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1638.See file dsdata.txt to determine how the superseded data were derived.
 NM1638
 NM1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0941420138(NAD 83)
 NM1638_MARKER: DS = TRIANGULATION STATION DISK
 NM1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1638
 NM1638  HISTORY     - Date     Condition        Report By
 NM1638  HISTORY     - 1948     MONUMENTED       CGS
 NM1638  HISTORY     - 1962     SEE DESCRIPTION  IACC
 NM1638  HISTORY     - 1962     SEE DESCRIPTION  CGS
 NM1638
 NM1638                          STATION DESCRIPTION
 NM1638
 NM1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1638'THE STATION IS LOCATED ABOUT 2 MILES WEST OF, AND 7 MILES
 NM1638'NORTH OF THE CENTER OF SIOUX CITY, AND IS NEAR THE SOUTHWEST
 NM1638'CORNER OF PLYMOUTH COUNTY.  IT IS 29 FEET SOUTH OF THE CENTERLINE
 NM1638'OF AN EAST-WEST ROAD, 14 FEET NORTHWEST OF THE WEST END
 NM1638'OF A WIRE GATE, 10 FEET NORTH OF A POWER POLE, AND 9 FEET
 NM1638'NORTH OF THE RIGHT-OF-WAY FENCE LINE.  THE DISK IS STAMPED
 NM1638'PLYMOUTH 1948 AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 NM1638'
 NM1638'REFERENCE MARK NO. 1 IS 92.10 FEET NORTHEAST OF THE STATION,
 NM1638'25 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT SOUTH
 NM1638'OF THE NORTH RIGHT-OF-WAY FENCE LINE.  THE DISK IS STAMPED
 NM1638'PLYMOUTH NO 1 1948 AND PROJECTS 6 INCHES.
 NM1638'
 NM1638'REFERENCE MARK NO. 2 IS 76.41 FEET NORTHWEST OF THE STATION,
 NM1638'24 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT SOUTH
 NM1638'OF THE FENCE LINE.  THE DISK IS STAMPED PLYMOUTH NO 2 1948
 NM1638'AND PROJECTS 4 INCHES.
 NM1638'
 NM1638'THE AZIMUTH MARK IS APPROXIMATELY 0.9 MILE EAST OF THE STATION,
 NM1638'0.1 MILE WEST OF AN AIRWAY BEACON, 0.05 MILE WEST OF A
 NM1638'ROAD INTERSECTION, 27 FEET SOUTH OF THE CENTERLINE OF A
 NM1638'DIRT ROAD, AND 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE
 NM1638'LINE.  THE DISK IS STAMPED PLYMOUTH 1948 AND PROJECTS 6 INCHES.
 NM1638'
 NM1638'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NM1638'AND 77, AND STATE HIGHWAYS 12 AND 29, AT THE WEST EDGE OF
 NM1638'SIOUX CITY, GO NORTH ON STATE HIGHWAY 29 FOR 5.85 MILES TO
 NM1638'A SIDE ROAD LEFT.  TURN LEFT ON THE DIRT ROAD AND GO 3.55
 NM1638'MILES TO A CROSS ROAD, JUST AFTER PASSING AN AIRWAY BEACON
 NM1638'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD, WEST, FOR 0.05 MILE
 NM1638'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  FROM HERE
 NM1638'CONTINUE WEST FOR 0.9 MILE TO THE TOP OF A HILL AND THE
 NM1638'STATION AS DESCRIBED.
 NM1638'
 NM1638'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1638
 NM1638                          STATION RECOVERY (1962)
 NM1638
 NM1638'RECOVERY NOTE BY IOWA CONSERVATION COMMISSION 1962 (REF)
 NM1638'FOUND NO TRACE OF SURFACE OR UNDERGROUND MARKS.  FARMER AT
 NM1638'FIRST HOUSE E OF STATION HAS BEEN USING R.M. 1 AND 2 AS
 NM1638'WEIGHTS FOR HIS DISK, AND NOW ARE LAYING IN HIS PASTURE.
 NM1638'HE REPORTS HE DID NOT REMOVE THEM.  THE AZIMUTH MARK FOUND
 NM1638'JUST INSIDE ROW FENCE ON SOUTH SIDE OF ROAD.  BELIEVE MARKS
 NM1638'WERE REMOVED DUE TO ROAD CONSTRUCTION.
 NM1638
 NM1638                          STATION RECOVERY (1962)
 NM1638
 NM1638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NM1638'THIS STATION, THE REFERENCE AND AZIMUTH MARKS HAVE ALL BEEN
 NM1638'DISPLACED.  THE INITIAL LOCATION OF THIS STATION WAS POOR.
 NM1638'ABOUT 4 HOURS WAS SPENT PRODDING FOR THE UNDERGROUND MARK
 NM1638'AND IT IS THOUGHT THAT THIS STATION IS DESTROYED.  THERE IS
 NM1638'A NEW USGS MARK PLACED IN THE IMMEDIATE AREA OF THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1143 ***********************************************************************
 OO1143  DESIGNATION -  PLYMOUTH ET
 OO1143  PID         -  OO1143
 OO1143  STATE/COUNTY-  IA/CERRO GORDO
 OO1143  USGS QUAD   -  NORA SPRINGS (1959)
 OO1143
 OO1143                         *CURRENT SURVEY CONTROL
 OO1143  ___________________________________________________________________
 OO1143* NAD 83(1996)-  43 14 41.31864(N)    093 07 19.03115(W)     ADJUSTED  
 OO1143* NAVD 88     -       397.0    (meters)    1302.     (feet)  VERTCON   
 OO1143  ___________________________________________________________________
 OO1143  LAPLACE CORR-         -10.24  (seconds)                    DEFLEC99
 OO1143  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 OO1143
 OO1143  HORZ ORDER  -  SECOND
 OO1143
 OO1143.The horizontal coordinates were established by classical geodetic methods
 OO1143.and adjusted by the National Geodetic Survey in May 1999..
 OO1143
 OO1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1143
 OO1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1143
 OO1143.The geoid height was determined by GEOID03.
 OO1143
 OO1143;                    North         East     Units Scale Factor Converg.
 OO1143;SPC IA N     - 1,193,882.547 1,530,703.422   MT  0.99999608   +0 15 22.4
 OO1143;UTM  15      - 4,788,008.414   490,099.358   MT  0.99960121   -0 05 00.8
 OO1143
 OO1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1143!SPC IA N     -   0.99994225  x   0.99999608  =   0.99993833
 OO1143!UTM  15      -   0.99994225  x   0.99960121  =   0.99954349
 OO1143
 OO1143:                Primary Azimuth Mark                     Grid Az
 OO1143:SPC IA N     -  NORA SPRINGS ATT MICROWAVE               181 09 13.3
 OO1143:UTM  15      -  NORA SPRINGS ATT MICROWAVE               181 29 36.5
 OO1143
 OO1143|---------------------------------------------------------------------|
 OO1143| PID    Reference Object                     Distance      Geod. Az  |
 OO1143|                                                           dddmmss.s |
 OO1143| OO1142 NORA SPRINGS ATT MICROWAVE          APPROX. 8.5 KM 1812435.7 |
 OO1143|---------------------------------------------------------------------|
 OO1143
 OO1143                          SUPERSEDED SURVEY CONTROL
 OO1143
 OO1143  NAD 83(1996)-  43 14 41.31864(N)    093 07 19.03115(W) AD(       ) 2
 OO1143  NAD 83(1986)-  43 14 41.31278(N)    093 07 19.02437(W) AD(       ) 2
 OO1143  NAD 27      -  43 14 41.43918(N)    093 07 18.27954(W) AD(       ) 2
 OO1143  NGVD 29 (07/19/86)  397.0    (m)         1302.     (f) VERT ANG       
 OO1143
 OO1143.Superseded values are not recommended for survey control.
 OO1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1143.See file dsdata.txt to determine how the superseded data were derived.
 OO1143
 OO1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH9009988008(NAD 83)
 OO1143_MARKER: DD = SURVEY DISK
 OO1143_SETTING: 0 = UNSPECIFIED SETTING
 OO1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1143
 OO1143  HISTORY     - Date     Condition        Report By
 OO1143  HISTORY     - 1969     MONUMENTED       USGS
 OO1143
 OO1143                          STATION DESCRIPTION
 OO1143
 OO1143'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 OO1143'THE STATION IS LOCATED IN THE CITY OF PLYMOUTH, ABOUT 0.15 MI N. AND
 OO1143'0.1 MI E. OF THE COR. OF SECS. 5, 6, 7 AND 8.  T. 97 N., R. 19 W.,
 OO1143'ON TOP OF THE HEADHOUSE OF THE FARMERS CO-OP ELEVATOR IN PLYMOUTH.
 OO1143'
 OO1143'TO REACH FROM THE U.S. POST OFFICE IN PLYMOUTH, GO 0.05 MI S.,
 OO1143'TURN LEFT AND GO E. 0.1 MI TO FARMERS CO-OP ELEVATOR AND STATION ON
 OO1143'TOP OF THE HEADHOUSE ROOF.
 OO1143'
 OO1143'THE STATION, A STANDARD TABLET CEMENTED INTO CONCRETE HEADHOUSE
 OO1143'ROOF, STAMPED ET PLYMOUTH 1969 IS 6 FT N. AND 4 FT W. OF CENTER OF
 OO1143'ROUND MANHOLE IN HEADHOUSE ROOF.
 OO1143'
 OO1143'NO REFERENCE MARKS WERE SET.
 OO1143'
 OO1143'NO AZIMUTH MARK WAS SET.
 OO1143'
 OO1143'REFERENCE AZIMUTH USED -- A.T. AND T. MICROWAVE TOWER -- CENTER
 OO1143'RED LIGHT.
 OO1143'
 OO1143'AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE TOWER -- STATION IS THE
 OO1143'CENTER LIGHT ON TOP OF THE A.T.T. AND T. MICROWAVE TOWER.  TS. 96
 OO1143'AND 97 N., R. 19 W., ABOUT 150 FT S. AND ABOUT 150 FT S. AND ABOUT
 OO1143'500 FT W. OF COR. OF SECS. 5, 6, 31 AND 32.
 OO1143'
 OO1143'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0911 ***********************************************************************
 ON0911  DESIGNATION -  PLYMOUTH ROCK ST AGNES CH
 ON0911  PID         -  ON0911
 ON0911  STATE/COUNTY-  IA/WINNESHIEK
 ON0911  USGS QUAD   -  BLUFFTON (1981)
 ON0911
 ON0911                         *CURRENT SURVEY CONTROL
 ON0911  ___________________________________________________________________
 ON0911* NAD 83(1996)-  43 27 25.66161(N)    091 57 48.05255(W)     ADJUSTED  
 ON0911* NAVD 88     -                                                        
 ON0911  ___________________________________________________________________
 ON0911  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 ON0911  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 ON0911
 ON0911  HORZ ORDER  -  THIRD
 ON0911
 ON0911.The horizontal coordinates were established by classical geodetic methods
 ON0911.and adjusted by the National Geodetic Survey in May 1999..
 ON0911
 ON0911
 ON0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0911
 ON0911.The geoid height was determined by GEOID03.
 ON0911
 ON0911;                    North         East     Units Scale Factor Converg.
 ON0911;SPC IA N     - 1,218,533.000 1,624,365.387   MT  1.00004037   +1 02 29.2
 ON0911;SPC MN S     -   152,847.760   964,831.377   MT  1.00008661   +1 25 39.2
 ON0911;UTM  15      - 4,812,102.017   583,866.969   MT  0.99968652   +0 42 47.0
 ON0911
 ON0911                          SUPERSEDED SURVEY CONTROL
 ON0911
 ON0911  NAD 83(1996)-  43 27 25.66160(N)    091 57 48.05255(W) AD(       ) 4
 ON0911  NAD 83(1986)-  43 27 25.65456(N)    091 57 48.05195(W) AD(       ) 4
 ON0911  NAD 27      -  43 27 25.77300(N)    091 57 47.47500(W) AD(       ) 3
 ON0911
 ON0911.Superseded values are not recommended for survey control.
 ON0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0911.See file dsdata.txt to determine how the superseded data were derived.
 ON0911
 ON0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8386712102(NAD 83)
 ON0911_MARKER: 90 = CHURCH SPIRE
 ON0911
 ON0911  HISTORY     - Date     Condition        Report By
 ON0911  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0911
 ON0911                          STATION DESCRIPTION
 ON0911
 ON0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0911'THE STATION IS THE CENTER OF THE GOLD COLORED CROSS AT THE
 ON0911'TOP OF THE BELL TOWER.  THE BELL TOWER SETS ON THE NORTH END OF
 ON0911'A WHITE FRAME BUILDING AND THE OVERALL HEIGHT OF THE BUILDING AND
 ON0911'TOWER IS ABOUT 60 FEET.
 ON0911'
 ON0911'THE CHURCH IS LOCATED ABOUT 2 MILES NORTHEAST OF KENDALLVILLE.  TO
 ON0911'REACH THE CHURCH FROM THE BRIDGE OVER THE IOWA RIVER AT THE
 ON0911'NORTH EDGE OF KENDALLVILLE, GO NORTHERLY ON STATE HIGHWAY 139 FOR
 ON0911'2.2 MILES TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO EAST ON
 ON0911'THE GRAVELED ROAD FOR 3.5 MILES TO THE CHURCH ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0867 ***********************************************************************
 NL0867  DESIGNATION -  POCAHONTAS
 NL0867  PID         -  NL0867
 NL0867  STATE/COUNTY-  IA/POCAHONTAS
 NL0867  USGS QUAD   -  PALMER (1979)
 NL0867
 NL0867                         *CURRENT SURVEY CONTROL
 NL0867  ___________________________________________________________________
 NL0867* NAD 83(1996)-  42 44 07.97980(N)    094 37 11.40079(W)     ADJUSTED  
 NL0867* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 NL0867  ___________________________________________________________________
 NL0867  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 NL0867  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 NL0867
 NL0867  HORZ ORDER  -  FIRST
 NL0867
 NL0867.The horizontal coordinates were established by classical geodetic methods
 NL0867.and adjusted by the National Geodetic Survey in May 1999..
 NL0867
 NL0867.The orthometric height was scaled from a topographic map.
 NL0867
 NL0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0867
 NL0867.The geoid height was determined by GEOID03.
 NL0867
 NL0867;                    North         East     Units Scale Factor Converg.
 NL0867;SPC IA N     - 1,137,848.152 1,408,304.695   MT  0.99994607   -0 45 32.3
 NL0867;UTM  15      - 4,732,720.883   367,403.805   MT  0.99981631   -1 05 57.9
 NL0867
 NL0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0867!SPC IA N     -   0.99994666  x   0.99994607  =   0.99989273
 NL0867!UTM  15      -   0.99994666  x   0.99981631  =   0.99976298
 NL0867
 NL0867:                Primary Azimuth Mark                     Grid Az
 NL0867:SPC IA N     -  POCAHONTAS AZ MK                         001 07 36.3
 NL0867:UTM  15      -  POCAHONTAS AZ MK                         001 28 01.9
 NL0867
 NL0867|---------------------------------------------------------------------|
 NL0867| PID    Reference Object                     Distance      Geod. Az  |
 NL0867|                                                           dddmmss.s |
 NL0867| CI6973 POCAHONTAS AZ MK                                   0002204.0 |
 NL0867| CI6974 POCAHONTAS RM 1                      30.291 METERS 03707     |
 NL0867| NL0860 ROLFE MUNICIPAL TANK                APPROX.11.6 KM 0412443.9 |
 NL0867| NL0743 GILMORE CITY MUNICIPAL TANK         APPROX.14.4 KM 0922926.9 |
 NL0867| CI6975 POCAHONTAS RM 2                      29.566 METERS 14301     |
 NL0867| NL0868 PALMER MUNICIPAL TANK               APPROX.11.7 KM 1715232.8 |
 NL0867| NL0879 POCAHONTAS SAC HEART CATH CH        APPROX. 4.3 KM 2652531.1 |
 NL0867| NL0878 POCAHONTAS MUNICIPAL TANK           APPROX. 4.1 KM 2670814.2 |
 NL0867| NL0894 LAURENS STEEL MUNICIPAL TANK        APPROX.22.7 KM 3034653.2 |
 NL0867| NL0895 LAURENS WOOD MUNICIPAL TANK         APPROX.22.7 KM 3034823.1 |
 NL0867| NL0859 PLOVER MUNICIPAL TANK               APPROX.15.9 KM 3584747.8 |
 NL0867|---------------------------------------------------------------------|
 NL0867
 NL0867                          SUPERSEDED SURVEY CONTROL
 NL0867
 NL0867  NAD 83(1996)-  42 44 07.97980(N)    094 37 11.40079(W) AD(       ) 1
 NL0867  NAD 83(1986)-  42 44 07.97196(N)    094 37 11.39444(W) AD(       ) 1
 NL0867  NAD 27      -  42 44 08.06500(N)    094 37 10.46800(W) AD(       ) 1
 NL0867
 NL0867.Superseded values are not recommended for survey control.
 NL0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0867.See file dsdata.txt to determine how the superseded data were derived.
 NL0867
 NL0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6740432721(NAD 83)
 NL0867_MARKER: DS = TRIANGULATION STATION DISK
 NL0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0867
 NL0867  HISTORY     - Date     Condition        Report By
 NL0867  HISTORY     - 1934     MONUMENTED       CGS
 NL0867  HISTORY     - 1938     GOOD             CGS
 NL0867  HISTORY     - 1940     GOOD             CGS
 NL0867  HISTORY     - 1953     SEE DESCRIPTION  CGS
 NL0867
 NL0867                          STATION DESCRIPTION
 NL0867
 NL0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0867'THIS STATION IS ABOUT 2-1/2 MILES E OF POCAHONTAS.  IN THE
 NL0867'SE 1/4 SECTION 33, T 92 N, R 32 W.  THE MARK IS JUST OUTSIDE
 NL0867'THE BARNYARD OF THE FARM OWNED BY MR. M.J. FLAHERTY.  1 FOOT
 NL0867'E OF THE FENCE, WHICH IS THE W RIGHT-OF-WAY FENCE OF A N-S ROAD.
 NL0867'100 FEET NE OF THE NE CORNER OF THE BARN.  111 FEET E OF THE
 NL0867'SE CORNER OF A SHED.  AND PROJECTS 3 INCHES.
 NL0867'
 NL0867'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0867'DISKS SET IN CONCRETE.
 NL0867'
 NL0867'REFERENCE MARK NO. 1 IS NE OF THE STATION, IN THE E RIGHT-OF-WAY
 NL0867'FENCE OF THE ROAD.  156.78 FEET N OF REFERENCE MARK NO. 2, AND
 NL0867'PROJECTS 4 INCHES.
 NL0867'
 NL0867'REFERENCE MARK NO. 2 IS SE OF THE STATION, 1/2 FOOT E OF THE
 NL0867'E RIGHT-OF-WAY FENCE OF THE ROAD, AND PROJECTS 4 INCHES.
 NL0867'
 NL0867'THE AZIMUTH MARK IS N OF THE STATION, 3 FEET E OF THE RIGHT-OF-WAY
 NL0867'FENCE OF THE ROAD, 200 YARDS S OF A CROSSROADS, AND PROJECTS
 NL0867'4 INCHES.
 NL0867'
 NL0867'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 17 IN THE
 NL0867'SOUTHWESTERN PART OF POCAHONTAS, GO E ON HIGHWAY 10, 2.9
 NL0867'MILES TURN N AT CROSSROADS AND GO 0.2 MILE TO THE STATION.
 NL0867'
 NL0867'ALL LIGHTS COME INTO VIEW AT 45 FEET.
 NL0867
 NL0867                          STATION RECOVERY (1938)
 NL0867
 NL0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0867'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NL0867'FOUND IN GOOD CONDITION.  ALL MEASUREMENTS CHECKED.
 NL0867'
 NL0867'A 90-FOOT TOWER AT JOLLIFFE IS VISIBLE AT 60 FEET FROM THIS
 NL0867'STATION.
 NL0867'
 NL0867'A 90-FOOT TOWER AT GILMORE IS VISIBLE FROM THE GROUND AT
 NL0867'THIS STATION.
 NL0867'
 NL0867'A 90-FOOT TOWER AT PLOVER (1934) REQUIRES A 90-FOOT TOWER AT
 NL0867'THIS STATION.
 NL0867'
 NL0867'NOTE--INTERSECTION STATIONS, TANK, POCAHONTAS MUNI. 1934
 NL0867'AND CROSS ON SPIRE SACRED HEART CATHOLICE CHURCH, POCAHONTAS,
 NL0867'ARE NOT V.G. AS DESCRIBED IN ORIGINAL DESCRIPTION.
 NL0867
 NL0867                          STATION RECOVERY (1940)
 NL0867
 NL0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0867'STATION RECOVERED AS DESCRIBED BY C.A.S. IN 1934.  ALL MARKS
 NL0867'FOUND IN GOOD CONDITION.  MEASUREMENTS CHECKED EXCEPT DISTANCE
 NL0867'TO REFERENCE MARK NO. 2, WHICH WAS TRIPLE CHECKED BY THIS PARTY.
 NL0867
 NL0867                          STATION RECOVERY (1953)
 NL0867
 NL0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 NL0867'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND
 NL0867'IN GOOD CONDITION.  THEY WERE ALL MOVED AT THE REQUEST OF
 NL0867'THE POCAHONTAS COUNTY ENGINEER.  LINE TO THE AZIMUTH MARK
 NL0867'WAS OBSTRUCTED BY POWER POLES INSTALLED SINCE THE STATION
 NL0867'WAS ESTABLISHED.  POCAHONTAS MUNICIPAL WATER TANK WAS USED
 NL0867'AS AN INITIAL FOR MOVING THE MARKS.  IT IS VISIBLE FROM THE
 NL0867'GROUND DURING THE SEASON WHEN THE TREES ARE BARE.  IF A FEW
 NL0867'BRANCHES WERE TRIMMED FROM THIS GROUP OF TREES WHICH ARE ABOUT
 NL0867'100 YDS. W OF THE STATION, THE TANK WOULD BE VISIBLE FROM THE
 NL0867'GROUND AT ALL TIMES.  POCAHONTAS, SACRED HEART CATHOLIC
 NL0867'CHURCH SPIRE, CROSS IS NOT VISIBLE FROM THE GROUND BECAUSE OF
 NL0867'THIS SAME GROUP OF TREES.  A NEW STATION, POCAHONTAS 2, WAS
 NL0867'ESTABLISHED.  SEE THE DESCRIPTION OF POCAHONTAS 2 FOR DETAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0866 ***********************************************************************
 NL0866  DESIGNATION -  POCAHONTAS 2
 NL0866  PID         -  NL0866
 NL0866  STATE/COUNTY-  IA/POCAHONTAS
 NL0866  USGS QUAD   -  PALMER (1979)
 NL0866
 NL0866                         *CURRENT SURVEY CONTROL
 NL0866  ___________________________________________________________________
 NL0866* NAD 83(1996)-  42 44 08.01293(N)    094 37 10.49788(W)     ADJUSTED  
 NL0866* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 NL0866  ___________________________________________________________________
 NL0866  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 NL0866  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 NL0866
 NL0866  HORZ ORDER  -  SECOND
 NL0866
 NL0866.The horizontal coordinates were established by classical geodetic methods
 NL0866.and adjusted by the National Geodetic Survey in May 1999..
 NL0866.No horizontal observational check was made to the station.
 NL0866
 NL0866.The orthometric height was scaled from a topographic map.
 NL0866
 NL0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0866
 NL0866.The geoid height was determined by GEOID03.
 NL0866
 NL0866;                    North         East     Units Scale Factor Converg.
 NL0866;SPC IA N     - 1,137,848.902 1,408,325.244   MT  0.99994607   -0 45 31.6
 NL0866;UTM  15      - 4,732,721.511   367,424.355   MT  0.99981624   -1 05 57.2
 NL0866
 NL0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0866!SPC IA N     -   0.99994666  x   0.99994607  =   0.99989273
 NL0866!UTM  15      -   0.99994666  x   0.99981624  =   0.99976291
 NL0866
 NL0866|---------------------------------------------------------------------|
 NL0866| PID    Reference Object                     Distance      Geod. Az  |
 NL0866|                                                           dddmmss.s |
 NL0866| CI6980 POCAHONTAS 3 RM 5                    15.615 METERS 01423     |
 NL0866| NL0743 GILMORE CITY MUNICIPAL TANK         APPROX.14.4 KM 0922954.9 |
 NL0866| CI6979 POCAHONTAS 3 AZ MK                                 1220825.3 |
 NL0866| NL0869 POCAHONTAS 3                          4.745 METERS 12756     |
 NL0866| CI6978 POCAHONTAS 2 RM 4                    24.049 METERS 18036     |
 NL0866| NL0879 POCAHONTAS SAC HEART CATH CH        APPROX. 4.3 KM 2652601.4 |
 NL0866| NL0878 POCAHONTAS MUNICIPAL TANK           APPROX. 4.1 KM 2670815.1 |
 NL0866| CI6976 POCAHONTAS 2 AZ MK                                 3590625.3 |
 NL0866| CI6977 POCAHONTAS 2 RM 3                    23.031 METERS 35950     |
 NL0866|---------------------------------------------------------------------|
 NL0866
 NL0866                          SUPERSEDED SURVEY CONTROL
 NL0866
 NL0866  NAD 83(1996)-  42 44 08.01293(N)    094 37 10.49788(W) AD(       ) 2
 NL0866  NAD 83(1986)-  42 44 08.00508(N)    094 37 10.49153(W) AD(       ) 2
 NL0866  NAD 27      -  42 44 08.09800(N)    094 37 09.56500(W) AD(       ) 2
 NL0866
 NL0866.Superseded values are not recommended for survey control.
 NL0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0866.See file dsdata.txt to determine how the superseded data were derived.
 NL0866
 NL0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6742432722(NAD 83)
 NL0866_MARKER: DS = TRIANGULATION STATION DISK
 NL0866_SETTING: 0 = UNSPECIFIED SETTING
 NL0866
 NL0866  HISTORY     - Date     Condition        Report By
 NL0866  HISTORY     - 1953     MONUMENTED       CGS
 NL0866  HISTORY     - 1971     GOOD             NGS
 NL0866
 NL0866                          STATION DESCRIPTION
 NL0866
 NL0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (GCM)
 NL0866'STATION IS LOCATED ABOUT 2-1/2 MI. E OF THE TOWN OF POCAHONTAS,
 NL0866'1/4 MI. N OF STATE HIGHWAY 3, IN THE SW 1/4 OF SECTION 34,
 NL0866'T 92 N, R 32 W, ABOUT 100 YDS. NE OF A FARMHOUSE, 43 FT. E
 NL0866'OF THE CENTER OF A GRAVEL ROAD, AND 1 FT. W OF A FENCE.  SURFACE
 NL0866'STATION MARK IS A STANDARD STATION DISK, STAMPED POCAHONTAS
 NL0866'2 1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 IN.
 NL0866'
 NL0866'UNDERGROUND STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 NL0866'CONCRETE POST.
 NL0866'
 NL0866'REFERENCE MARK 3 IS 43 FT. E OF THE CENTER OF A GRAVEL ROAD,
 NL0866'AND 1 FT. W OF A FENCE.  IT IS A STANDARD REFERENCE-MARK
 NL0866'DISK, STAMPED POCAHONTAS 2 NO 3 1953 AND SET IN THE TOP OF
 NL0866'A CONCRETE POST PROJECTING 6 IN.
 NL0866'
 NL0866'REFERENCE MARK 4 IS 43 FT. E OF THE CENTER OF A GRAVEL ROAD,
 NL0866'AND 1 FT. W OF A FENCE.  IT IS A STANDARD REFERENCE-MARK
 NL0866'DISK, STAMPED POCAHONTAS 2 NO 4 1953 AND SET IN THE TOP OF
 NL0866'A CONCRETE POST PROJECTING 4 IN.
 NL0866'
 NL0866'AZIMUTH MARK IS ABOUT 150 YDS. S-SE OF A SCHOOLHOUSE, 42
 NL0866'FT. W OF THE CENTER OF A GRAVEL ROAD, AND 1 FT. E OF A FENCE.
 NL0866'IT IS A STANDARD REFERENCE-MARK DISK, STAMPED POCAHONTAS 2
 NL0866'AZIMUTH 1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NL0866'4 IN.
 NL0866'
 NL0866'TO REACH THE STATION FROM THE RAILROAD STATION AT THE INTERSECTION
 NL0866'OF MAIN STREET AND STATE HIGHWAY 3 IN THE TOWN OF POCAHONTAS,
 NL0866'GO E ON STATE HIGHWAY 3 FOR 2.5 MI. TO A CROSSROAD, TURN
 NL0866'LEFT AND GO N ON A GRAVEL ROAD FOR 0.2 MI. TO THE STATION ON
 NL0866'THE RIGHT.
 NL0866'
 NL0866'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N FOR 0.7 MI.
 NL0866'TO THE AZIMUTH MARK ON THE LEFT.
 NL0866'
 NL0866'HEIGHT OF LIGHT ABOVE STATION MARK - 1 M.
 NL0866
 NL0866                          STATION RECOVERY (1971)
 NL0866
 NL0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NL0866'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4,
 NL0866'AND THE AZIMUTH MARK WERE RECOVERED AND ALL MARKS WERE FOUND
 NL0866'IN GOOD CONDITION.  THE AZIMUTH MARK WAS OBSTRUCTED BY A
 NL0866'TELEPHONE POLE NEAR THE STATION.  THE DISTANCE AND DIRECTION
 NL0866'TO THE REFERENCE MARKS CHECKED.  THE ANGLE BETWEEN THE GILMORE,
 NL0866'CITY MUNICIPAL WATER TANK AND THE POCAHONTAS, MUNICIPAL WATER
 NL0866'TANK FAILED TO CHECK BY 20.7 SECONDS.  ALL MARKS WERE IN THE
 NL0866'WAY OF ROAD CONSTRUCTION AND WERE MOVED AT THE REQUEST OF THE
 NL0866'POCAHONTAS COUNTY ENGINEER.
 NL0866'
 NL0866'POCAHONTAS 3 1971 WAS ESTABLISHED SOUTHEAST OF THE OLD STATION
 NL0866'AND THEN THE OLD MARKS WERE DESTROYED.  FOR FURTHER INFORMATION
 NL0866'SEE THE DESCRIPTION FOR POCAHONTAS 3 1971.
 NL0866'
 NL0866'POCAHONTAS 2 TO POCAHONTAS 3 IS -0.044 METERS.
 NL0866'
 NL0866'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-3/4
 NL0866'MILES EAST OF POCAHONTAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0869 ***********************************************************************
 NL0869  DESIGNATION -  POCAHONTAS 3
 NL0869  PID         -  NL0869
 NL0869  STATE/COUNTY-  IA/POCAHONTAS
 NL0869  USGS QUAD   -  PALMER (1979)
 NL0869
 NL0869                         *CURRENT SURVEY CONTROL
 NL0869  ___________________________________________________________________
 NL0869* NAD 83(1996)-  42 44 07.91839(N)    094 37 10.33335(W)     ADJUSTED  
 NL0869* NAVD 88     -       374.3    (meters)    1228.     (feet)  GPS OBS   
 NL0869  ___________________________________________________________________
 NL0869  X           -    -377,903.728 (meters)                     COMP
 NL0869  Y           -  -4,676,951.545 (meters)                     COMP
 NL0869  Z           -   4,306,203.052 (meters)                     COMP
 NL0869  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 NL0869  ELLIP HEIGHT-         345.42  (meters)          (06/15/04) GPS OBS
 NL0869  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 NL0869
 NL0869  HORZ ORDER  -  B
 NL0869  ELLP ORDER  -  FOURTH    CLASS I
 NL0869
 NL0869.The horizontal coordinates were established by GPS observations
 NL0869.and adjusted by the National Geodetic Survey in August 1997..
 NL0869
 NL0869.The orthometric height was determined by GPS observations and a
 NL0869.high-resolution geoid model.
 NL0869
 NL0869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0869
 NL0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0869
 NL0869.The ellipsoidal height was determined by GPS observations
 NL0869.and is referenced to NAD 83.
 NL0869
 NL0869.The geoid height was determined by GEOID03.
 NL0869
 NL0869;                    North         East     Units Scale Factor Converg.
 NL0869;SPC IA N     - 1,137,845.936 1,408,328.947   MT  0.99994607   -0 45 31.5
 NL0869;UTM  15      - 4,732,718.523   367,428.041   MT  0.99981623   -1 05 57.1
 NL0869
 NL0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0869!SPC IA N     -   0.99994583  x   0.99994607  =   0.99989190
 NL0869!UTM  15      -   0.99994583  x   0.99981623  =   0.99976207
 NL0869
 NL0869|---------------------------------------------------------------------|
 NL0869| PID    Reference Object                     Distance      Geod. Az  |
 NL0869|                                                           dddmmss.s |
 NL0869| CI6980 POCAHONTAS 3 RM 5                    18.044 METERS 00028     |
 NL0869| NL0743 GILMORE CITY MUNICIPAL TANK         APPROX.14.4 KM 0922915.6 |
 NL0869| CI6979 POCAHONTAS 3 AZ MK                                 1220526.0 |
 NL0869| CI6981 POCAHONTAS 3 RM 6                    20.659 METERS 18105     |
 NL0869| NL0879 POCAHONTAS SAC HEART CATH CH        APPROX. 4.3 KM 2652835.0 |
 NL0869| NL0878 POCAHONTAS MUNICIPAL TANK           APPROX. 4.1 KM 2671051.4 |
 NL0869| NL0866 POCAHONTAS 2                          4.745 METERS 30756     |
 NL0869|---------------------------------------------------------------------|
 NL0869
 NL0869                          SUPERSEDED SURVEY CONTROL
 NL0869
 NL0869  ELLIP H (08/25/97)  345.44   (m)                       GP(       ) 4 1
 NL0869  NAD 83(1986)-  42 44 07.91056(N)    094 37 10.32704(W) AD(       ) 2
 NL0869  NAD 27      -  42 44 08.00350(N)    094 37 09.40055(W) AD(       ) 2
 NL0869
 NL0869.Superseded values are not recommended for survey control.
 NL0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0869.See file dsdata.txt to determine how the superseded data were derived.
 NL0869
 NL0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6742832719(NAD 83)
 NL0869_MARKER: DS = TRIANGULATION STATION DISK
 NL0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0869_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0869_STAMPING: POCAHONTAS 3 1971
 NL0869_MARK LOGO: CGS   
 NL0869_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0869+STABILITY: SURFACE MOTION
 NL0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0869+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 NL0869
 NL0869  HISTORY     - Date     Condition        Report By
 NL0869  HISTORY     - 1971     MONUMENTED       NGS
 NL0869  HISTORY     - 19960924 GOOD             IADT
 NL0869  HISTORY     - 20040328 GOOD             JCLS
 NL0869
 NL0869                          STATION DESCRIPTION
 NL0869
 NL0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NL0869'STATION IS LOCATED ABOUT 2-3/4 MILES EAST OF POCAHONTAS,
 NL0869'1/4 MILE NORTH OF STATE HIGHWAY 3, IN THE SOUTHWEST 1/4 OF
 NL0869'SECTION 34, T 92 N, R 32 W, AND ON THE EAST RIGHT-OF-WAY OF
 NL0869'A COUNTY ROAD.
 NL0869'
 NL0869'TO REACH THE STATION FROM THE RAILROAD DEPOT AT POCAHONTAS, GO
 NL0869'EAST ON STATE HIGHWAY 3 FOR 2.55 MILES TO A CROSSROAD.  (CONTINUE
 NL0869'EAST ON STATE HIGHWAY 3 FOR 0.3 MILE TO A FIELD ENTRANCE
 NL0869'AND THE AZIMUTH MARK ON THE LEFT.) TURN LEFT AND GO NORTH ON
 NL0869'A GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 NL0869'
 NL0869'STATION MARKS ARE STANDARD DISKS STAMPED POCAHONTAS 2 1971.
 NL0869'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 NL0869'WHICH PROJECTS 2 INCHES.  IT IS 55 FEET EAST OF THE CENTER OF
 NL0869'THE ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST, AND IN A
 NL0869'NORTH-SOUTH FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP
 NL0869'OF AN IRREGULAR MASS OF CONCRETE 3.4 FEET BELOW THE SURFACE
 NL0869'OF THE GROUND.
 NL0869'
 NL0869'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED POCAHONTAS 3
 NL0869'NO. 5 1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 NL0869'PROJECTS 2 INCHES.  IT IS 55 FEET EAST OF THE CENTER OF THE
 NL0869'ROAD AND IN A NORTH-SOUTH FENCE.
 NL0869'
 NL0869'REFERENCE MARK NO. 6, A STANDARD DISK STAMPED POCAHONTAS 3
 NL0869'NO. 6 1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 NL0869'PROJECTS 3 INCHES.  IT IS 55 FEET EAST OF THE CENTER OF THE
 NL0869'ROAD, 1 FOOT NORTH OF A METAL WITNESS POST, AND IN A NORTH-SOUTH
 NL0869'FENCE.
 NL0869'
 NL0869'AZIMUTH MARK, A STANDARD DISK STAMPED POCAHONTAS 3 1971, IS
 NL0869'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 5
 NL0869'INCHES.  IT IS 58.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 NL0869'3, 51 FEET EAST OF A TELEPHONE POLE, 38 FEET WEST OF A CORNER
 NL0869'FENCE POST AT THE SOUTHWEST CORNER OF A ROW OF CEDAR TREES,
 NL0869'1 FOOT WEST OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF A
 NL0869'FENCE.
 NL0869
 NL0869                          STATION RECOVERY (1996)
 NL0869
 NL0869'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 NL0869'RECOVERED IN 1996 BY IOWA DOT.  LOCATED IN THE SOUTHWEST 1/4 OF
 NL0869'SECTION 34, T 92 N, R 32 W, ABOUT 3 MI (4.8 KM) EAST OF POCAHONTAS AND
 NL0869'7 MI (11.3 KM) NORTH AND 1 MI (1.6 KM) EAST OF PALMER.  TO REACH THE
 NL0869'STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 4 IN POCAHONTAS, GO
 NL0869'EAST ON STATE HWY 3 FOR 3.0 MI (4.8 KM) TO A CROSSROAD, COUNTY ROAD N
 NL0869'57 (NORTH) .  TURN LEFT AND GO NORTH ON N 57 FOR 0.2 MI (0.3 KM) TO
 NL0869'THE STATION ON THE RIGHT, EAST SIDE OF THE ROAD.  IT IS 0.05 MI (0.08
 NL0869'KM) NORTH OF A STOP AHEAD SIGN, 20 M (65.6 FT) NORTH OF THE WHITE
 NL0869'WITNESS POST FOR REFERENCE MARKER NO. 6, 0.2 M (0.7 FT) WEST OF A PINK
 NL0869'STATE HARN SURVEY SIGN, AND 0.5 M (1.6 FT) NORTH OF A WHITE METAL
 NL0869'WITNESS POST.
 NL0869
 NL0869                          STATION RECOVERY (2004)
 NL0869
 NL0869'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NL0869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0878 ***********************************************************************
 NL0878  DESIGNATION -  POCAHONTAS MUNICIPAL TANK
 NL0878  PID         -  NL0878
 NL0878  STATE/COUNTY-  IA/POCAHONTAS
 NL0878  USGS QUAD   -  POCAHONTAS (1979)
 NL0878
 NL0878                         *CURRENT SURVEY CONTROL
 NL0878  ___________________________________________________________________
 NL0878* NAD 83(1996)-  42 44 01.35485(N)    094 40 10.06718(W)     ADJUSTED  
 NL0878* NAVD 88     -                                                        
 NL0878  ___________________________________________________________________
 NL0878  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 NL0878  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 NL0878
 NL0878  HORZ ORDER  -  THIRD
 NL0878
 NL0878.The horizontal coordinates were established by classical geodetic methods
 NL0878.and adjusted by the National Geodetic Survey in May 1999..
 NL0878
 NL0878
 NL0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0878
 NL0878.The geoid height was determined by GEOID03.
 NL0878
 NL0878;                    North         East     Units Scale Factor Converg.
 NL0878;SPC IA N     - 1,137,698.776 1,404,238.305   MT  0.99994603   -0 47 33.4
 NL0878;UTM  15      - 4,732,595.687   363,337.100   MT  0.99982978   -1 07 59.0
 NL0878
 NL0878                          SUPERSEDED SURVEY CONTROL
 NL0878
 NL0878  NAD 83(1996)-  42 44 01.35485(N)    094 40 10.06722(W) AD(       ) 4
 NL0878  NAD 83(1986)-  42 44 01.34740(N)    094 40 10.06098(W) AD(       ) 4
 NL0878  NAD 27      -  42 44 01.44100(N)    094 40 09.13000(W) AD(       ) 3
 NL0878
 NL0878.Superseded values are not recommended for survey control.
 NL0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0878.See file dsdata.txt to determine how the superseded data were derived.
 NL0878
 NL0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6333732596(NAD 83)
 NL0878_MARKER: 53 = ELEVATED TANK
 NL0878
 NL0878  HISTORY     - Date     Condition        Report By
 NL0878  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0878
 NL0878                          STATION DESCRIPTION
 NL0878
 NL0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0878'THE STATION IS THE CENTER OF THE MUNICIPAL WATER TANK OF
 NL0878'POCAHONTAS.  IT IS LOCATED ABOUT 78 YARDS S OF THE CENTER LINE
 NL0878'OF BISSELL STREET AND ABOUT 50 YARDS W OF THE CENTER LINE OF
 NL0878'BEULAH AVENUE, WHICH IS THE MAIN STREET OF THE TOWN.
 NL0878'
 NL0878'THE TANK IS A STANDARD STEEL STRUCTURE SUPPORTED BY FOUR 125-FOOT
 NL0878'LEGS.  IT IS CYLINDRICAL, HAS AN OVAL BASE, CONICAL TOP, 24-INCH
 NL0878'CIRCULAR FEED PIPE HOUSING, 10-INCH BALL AND LIGHT AT APEX AND
 NL0878'IS ABOUT 160 FEET IN HEIGHT.  THE TANK AND FRAMEWORK ARE PAINTED
 NL0878'BLACK.  THE ROOF OF THE TANK IS PAINTED WHITE.  THE TANK WAS
 NL0878'BUILT IN 1928.  IT IS VERY PROMINENT FROM THE SURROUNDING
 NL0878'COUNTRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0879 ***********************************************************************
 NL0879  DESIGNATION -  POCAHONTAS SAC HEART CATH CH
 NL0879  PID         -  NL0879
 NL0879  STATE/COUNTY-  IA/POCAHONTAS
 NL0879  USGS QUAD   -  POCAHONTAS (1979)
 NL0879
 NL0879                         *CURRENT SURVEY CONTROL
 NL0879  ___________________________________________________________________
 NL0879* NAD 83(1996)-  42 43 56.86374(N)    094 40 19.12826(W)     ADJUSTED  
 NL0879* NAVD 88     -                                                        
 NL0879  ___________________________________________________________________
 NL0879  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 NL0879  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 NL0879
 NL0879  HORZ ORDER  -  THIRD
 NL0879
 NL0879.The horizontal coordinates were established by classical geodetic methods
 NL0879.and adjusted by the National Geodetic Survey in May 1999..
 NL0879
 NL0879
 NL0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0879
 NL0879.The geoid height was determined by GEOID03.
 NL0879
 NL0879;                    North         East     Units Scale Factor Converg.
 NL0879;SPC IA N     - 1,137,563.066 1,404,030.295   MT  0.99994601   -0 47 39.5
 NL0879;UTM  15      - 4,732,461.231   363,128.311   MT  0.99983048   -1 08 05.1
 NL0879
 NL0879                          SUPERSEDED SURVEY CONTROL
 NL0879
 NL0879  NAD 83(1996)-  42 43 56.86372(N)    094 40 19.12837(W) AD(       ) 4
 NL0879  NAD 83(1986)-  42 43 56.85633(N)    094 40 19.12150(W) AD(       ) 4
 NL0879  NAD 27      -  42 43 56.94600(N)    094 40 18.18900(W) AD(       ) 3
 NL0879
 NL0879.Superseded values are not recommended for survey control.
 NL0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0879.See file dsdata.txt to determine how the superseded data were derived.
 NL0879
 NL0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6312832461(NAD 83)
 NL0879_MARKER: 90 = CHURCH SPIRE
 NL0879
 NL0879  HISTORY     - Date     Condition        Report By
 NL0879  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0879
 NL0879                          STATION DESCRIPTION
 NL0879
 NL0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0879'THIS IS AN INTERSECTION STATION.  THE STATION IS THE CENTER
 NL0879'OF THE SPIRE ON THE SACRED HEART CATHOLIC CHURCH OF POCAHONTAS.
 NL0879'THE STATION IS AT THE SW CORNER OF THE INTERSECTION OF ELM AND
 NL0879'WEST STREETS, ABOUT 50 FEET S OF THE CENTER LINE OF ELM STREET
 NL0879'AND ABOUT 90 FEET W OF THE CENTER LINE OF WEST STREET.
 NL0879'
 NL0879'THE CHURCH IS BRICK.  THE SPIRE IS OCTAGONAL.  IT IS SHINGLED
 NL0879'WITH A SLATE ROOFING MATERIAL.  THERE IS A GOLD BOTONEE CROSS AT
 NL0879'THE APEX OF THE SPIRE.  THE SPIRE IS OVER THE VESTIBULE OF THE
 NL0879'CHURCH, WHICH IS THE NE CORNER OF THE BUILDING.  THE SPIRE IS
 NL0879'QUITE PROMINENT FROM THE SURROUNDING COUNTRY, BEING CONSIDERABLY
 NL0879'HIGHER THAN ANY OTHER CHURCH SPIRE IN POCAHONTAS.  THE CHURCH
 NL0879'WAS BUILT IN 1901.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0924 ***********************************************************************
 NL0924  DESIGNATION -  POCAPORT
 NL0924  PID         -  NL0924
 NL0924  STATE/COUNTY-  IA/POCAHONTAS
 NL0924  USGS QUAD   -  POCAHONTAS (1979)
 NL0924
 NL0924                         *CURRENT SURVEY CONTROL
 NL0924  ___________________________________________________________________
 NL0924* NAD 83(1996)-  42 44 42.34144(N)    094 39 09.92409(W)     ADJUSTED  
 NL0924* NAVD 88     -       372.2    (meters)    1221.     (feet)  VERTCON   
 NL0924  ___________________________________________________________________
 NL0924  X           -    -380,556.723 (meters)                     COMP
 NL0924  Y           -  -4,676,011.596 (meters)                     COMP
 NL0924  Z           -   4,306,981.840 (meters)                     COMP
 NL0924  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 NL0924  ELLIP HEIGHT-         343.38  (meters)          (05/06/99) GPS OBS
 NL0924  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 NL0924
 NL0924  HORZ ORDER  -  THIRD
 NL0924  ELLP ORDER  -  FOURTH    CLASS I
 NL0924
 NL0924.This mark is at Pocahontas Municipal Airport (POH)
 NL0924
 NL0924.The horizontal coordinates were established by GPS observations
 NL0924.and adjusted by the National Geodetic Survey in May 1999..
 NL0924
 NL0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0924
 NL0924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0924
 NL0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0924
 NL0924.The ellipsoidal height was determined by GPS observations
 NL0924.and is referenced to NAD 83.
 NL0924
 NL0924.The geoid height was determined by GEOID03.
 NL0924
 NL0924;                    North         East     Units Scale Factor Converg.
 NL0924;SPC IA N     - 1,138,944.552 1,405,623.472   MT  0.99994628   -0 46 52.6
 NL0924;UTM  15      - 4,733,833.061   364,729.482   MT  0.99982512   -1 07 19.0
 NL0924
 NL0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0924!SPC IA N     -   0.99994615  x   0.99994628  =   0.99989243
 NL0924!UTM  15      -   0.99994615  x   0.99982512  =   0.99977128
 NL0924
 NL0924:                Primary Azimuth Mark                     Grid Az
 NL0924:SPC IA N     -  POCAPORT AZ MK                           122 27 45.7
 NL0924:UTM  15      -  POCAPORT AZ MK                           122 48 12.1
 NL0924
 NL0924|---------------------------------------------------------------------|
 NL0924| PID    Reference Object                     Distance      Geod. Az  |
 NL0924|                                                           dddmmss.s |
 NL0924| NL0925 POCAPORT AZ MK                      APPROX. 0.8 KM 1214053.1 |
 NL0924|---------------------------------------------------------------------|
 NL0924
 NL0924                          SUPERSEDED SURVEY CONTROL
 NL0924
 NL0924  NAD 83(1996)-  42 44 42.34148(N)    094 39 09.92410(W) AD(       ) 3
 NL0924  NAD 83(1986)-  42 44 42.33780(N)    094 39 09.91623(W) AD(       ) 3
 NL0924  NGVD 29 (07/09/90)  372.2    (m)         1221.     (f) GPS OBS        
 NL0924
 NL0924.Superseded values are not recommended for survey control.
 NL0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0924.See file dsdata.txt to determine how the superseded data were derived.
 NL0924
 NL0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6472933833(NAD 83)
 NL0924_MARKER: I = METAL ROD
 NL0924_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NL0924_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NL0924_STAMPING: POCAPORT 1989
 NL0924_MARK LOGO: NGS   
 NL0924_PROJECTION: FLUSH
 NL0924_MAGNETIC: I = MARKER IS A STEEL ROD
 NL0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0924+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NL0924_ROD/PIPE-DEPTH: 7.6  meters
 NL0924_SLEEVE-DEPTH  : 0.91 meters
 NL0924
 NL0924  HISTORY     - Date     Condition        Report By
 NL0924  HISTORY     - 1989     MONUMENTED       NGS
 NL0924
 NL0924                          STATION DESCRIPTION
 NL0924
 NL0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NL0924'THE STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) NORTHEAST OF POCAHONTAS,
 NL0924'AT THE POCAHONTAS MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE
 NL0924'ENTRANCE RAMP AND RUNWAY.  OWNERSHIP--CITY OF POCAHONTAS, POCAHONTAS,
 NL0924'IA 50574, PHONE 712-335-4555. THERE IS NO AIRPORT MANAGER.  CONTACT
 NL0924'DR. DENNIS DAHL AT 712-335-3521 OR JEFF JOHNSON, COMMISSION SECRETARY,
 NL0924'AT 712-335-4555.
 NL0924'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 4, AT
 NL0924'THE SOUTHWEST SECTION OF POCAHANTAS, GO EAST ON STATE HIGHWAY 3 FOR
 NL0924'1.6 KM (1.00 MI) TO THE INTERSECTION OF NORTHEAST 6TH STREET.  TURN
 NL0924'LEFT, NORTH, ON 6TH STREET AND GO 1.6 KM (1.00 MI) TO A PAVED
 NL0924'CROSSROAD.  TURN RIGHT, EAST, AND GO 0.4 KM (0.25 MI) TO THE AIRPORT
 NL0924'ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTH, ON THE ENTRANCE ROAD FOR
 NL0924'0.2 KM (0.10 MI) TO THE ROADS END AND A GATE ON THE LEFT.  TURN LEFT
 NL0924'ONTO THE APRON FOR 0.08 KM (0.05 MI) TO THE ENTRANCE RAMP ON THE
 NL0924'RIGHT.  TURN RIGHT, SOUTH, ONTO THE ENTRANCE RAMP AND GO 0.08 KM
 NL0924'(0.05 MI) TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE LEFT.
 NL0924'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NL0924'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NL0924'SURROUNDED BY CONCRETE.  LOCATED 18.5 M (60.7 FT) NORTHEAST OF THE
 NL0924'CENTER OF THE RUNWAY, 16.75 M (55.0 FT) SOUTH OF A WIND TEE, 14.45 M
 NL0924'(47.4 FT) EAST OF THE CENTER OF THE ENTRANCE RAMP, 6.0 M (19.7 FT)
 NL0924'EAST OF THE CURVED EDGE OF THE ENTRANCE RAMP AND 6.0 M (19.7 FT) EAST
 NL0924'OF A FIBERGLASS WITNESS POST.
 NL0924'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NL0924'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0925 ***********************************************************************
 NL0925  DESIGNATION -  POCAPORT AZ MK
 NL0925  PID         -  NL0925
 NL0925  STATE/COUNTY-  IA/POCAHONTAS
 NL0925  USGS QUAD   -  POCAHONTAS (1979)
 NL0925
 NL0925                         *CURRENT SURVEY CONTROL
 NL0925  ___________________________________________________________________
 NL0925* NAD 83(1996)-  42 44 29.03089(N)    094 38 40.66653(W)     ADJUSTED  
 NL0925* NAVD 88     -       372.2    (meters)    1221.     (feet)  VERTCON   
 NL0925  ___________________________________________________________________
 NL0925  X           -    -379,916.024 (meters)                     COMP
 NL0925  Y           -  -4,676,343.370 (meters)                     COMP
 NL0925  Z           -   4,306,680.153 (meters)                     COMP
 NL0925  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 NL0925  ELLIP HEIGHT-         343.34  (meters)          (05/06/99) GPS OBS
 NL0925  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 NL0925
 NL0925  HORZ ORDER  -  THIRD
 NL0925  ELLP ORDER  -  FOURTH    CLASS I
 NL0925
 NL0925.This mark is at Pocahontas Municipal Airport (POH)
 NL0925
 NL0925.The horizontal coordinates were established by GPS observations
 NL0925.and adjusted by the National Geodetic Survey in May 1999..
 NL0925
 NL0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0925
 NL0925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0925
 NL0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0925
 NL0925.The ellipsoidal height was determined by GPS observations
 NL0925.and is referenced to NAD 83.
 NL0925
 NL0925.The geoid height was determined by GEOID03.
 NL0925
 NL0925;                    North         East     Units Scale Factor Converg.
 NL0925;SPC IA N     - 1,138,524.838 1,406,283.238   MT  0.99994619   -0 46 32.8
 NL0925;UTM  15      - 4,733,409.484   365,386.661   MT  0.99982294   -1 06 58.9
 NL0925
 NL0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0925!SPC IA N     -   0.99994616  x   0.99994619  =   0.99989235
 NL0925!UTM  15      -   0.99994616  x   0.99982294  =   0.99976911
 NL0925
 NL0925:                Primary Azimuth Mark                     Grid Az
 NL0925:SPC IA N     -  POCAPORT                                 302 27 45.8
 NL0925:UTM  15      -  POCAPORT                                 302 48 11.9
 NL0925
 NL0925|---------------------------------------------------------------------|
 NL0925| PID    Reference Object                     Distance      Geod. Az  |
 NL0925|                                                           dddmmss.s |
 NL0925| NL0924 POCAPORT                            APPROX. 0.8 KM 3014113.0 |
 NL0925|---------------------------------------------------------------------|
 NL0925
 NL0925                          SUPERSEDED SURVEY CONTROL
 NL0925
 NL0925  NAD 83(1996)-  42 44 29.03094(N)    094 38 40.66654(W) AD(       ) 3
 NL0925  NAD 83(1986)-  42 44 29.02721(N)    094 38 40.65860(W) AD(       ) 3
 NL0925  NGVD 29 (07/09/90)  372.1    (m)         1221.     (f) GPS OBS        
 NL0925
 NL0925.Superseded values are not recommended for survey control.
 NL0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0925.See file dsdata.txt to determine how the superseded data were derived.
 NL0925
 NL0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6538733409(NAD 83)
 NL0925_MARKER: I = METAL ROD
 NL0925_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NL0925_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NL0925_STAMPING: POCAPORT AZ MK 1989
 NL0925_MARK LOGO: NGS   
 NL0925_PROJECTION: FLUSH
 NL0925_MAGNETIC: I = MARKER IS A STEEL ROD
 NL0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0925+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NL0925_ROD/PIPE-DEPTH: 7.6  meters
 NL0925_SLEEVE-DEPTH  : 0.91 meters
 NL0925
 NL0925  HISTORY     - Date     Condition        Report By
 NL0925  HISTORY     - 1989     MONUMENTED       NGS
 NL0925
 NL0925                          STATION DESCRIPTION
 NL0925
 NL0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NL0925'THE STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) NORTHEAST OF
 NL0925'POCAHONTAS,AT THE POCHONTAS MUNICIPAL AIRPORT AND AT THE NORTH SIDE OF
 NL0925'A TURN-AROUND, ABOUT 304.8 M (1000.0 FT) NORTHWEST OF THE END OF
 NL0925'RUNWAY 29.  OWNERSHIP--CITY OF POCAHONTAS, POCAHONTAS, IA 50574, PHONE
 NL0925'712-335-4555.  THERE IS NO AIRPORT MANAGER.  CONTACT DR. DENNIS DAHL
 NL0925'AT 712-355-3521 OR JEFF JOHNSON, AIRPORT COMMISSION SECRETARY, AT
 NL0925'712-355-4555.
 NL0925'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 4, IN
 NL0925'THE SOUTHWEST SECTION OF POCAHONTAS, GO EAST ON STATE HIGHWAY 3 FOR
 NL0925'1.6 KM (1.00 MI) TO THE INTERSECTION OF NORTHEAST 6TH STREET.  TURN
 NL0925'LEFT, SOUTH, ON 6TH STREET AND GO 1.6 KM (1.00 MI) TO A PAVED
 NL0925'CROSSROAD.  TURN RIGHT, EAST, AND GO 0.4 KM (0.25 MI) TO THE AIRPORT
 NL0925'ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTH, FOR 0.2 KM (0.10 MI) TO THE
 NL0925'ROADS END AND A GATE ON THE LEFT.  TURN LEFT ONTO THE APRON TO THE
 NL0925'ENTRANCE RAMP THEN RIGHT, SOUTH, ONTO THE ENTRANCE RAMP FOR 0.08 KM
 NL0925'(0.05 MI) TO THE JUNCTION OF THE RUNWAY.  TURN LEFT, SOUTHEAST, ONTO
 NL0925'THE RUNWAY AND GO 0.8 KM (0.50 MI) TO A TURN-AROUND AND THE STATION ON
 NL0925'THE LEFT.
 NL0925'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NL0925'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NL0925'SURROUNDED BY CONCRETE.  LOCATED ABOUT 304.8 M (1000.0 FT) NORTHWEST
 NL0925'OF THE END OF RUNWAY 29, 15.35 M (50.4 FT) NORTHEAST OF THE CENTER OF
 NL0925'THE RUNWAY, 9.60 M (31.5 FT) NORTHWEST OF THE NORTH CORNER OF THE
 NL0925'TURN-AROUND, 8.85 M (29.0 FT) EAST-SOUTHEAST OF A RUNWAY BEACON LIGHT,
 NL0925'1.25 M (4.1 FT) NORTH OF THE NORTH EDGE OF THE TURN-AROUND AND 1.2 M
 NL0925'(3.9 FT) NORTH OF A FIBERGLASS WITNESS POST.
 NL0925'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NL0925'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0675 ***********************************************************************
 MH0675  DESIGNATION -  POLK CO FARM WATER TANK
 MH0675  PID         -  MH0675
 MH0675  STATE/COUNTY-  IA/POLK
 MH0675  USGS QUAD   -  DES MOINES NE (1976)
 MH0675
 MH0675                         *CURRENT SURVEY CONTROL
 MH0675  ___________________________________________________________________
 MH0675* NAD 83(1996)-  41 39 59.80109(N)    093 35 55.15389(W)     ADJUSTED  
 MH0675* NAVD 88     -                                                        
 MH0675  ___________________________________________________________________
 MH0675  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 MH0675  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 MH0675
 MH0675  HORZ ORDER  -  THIRD
 MH0675
 MH0675.The horizontal coordinates were established by classical geodetic methods
 MH0675.and adjusted by the National Geodetic Survey in May 1999..
 MH0675
 MH0675
 MH0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0675
 MH0675.The geoid height was determined by GEOID03.
 MH0675
 MH0675;                    North         East     Units Scale Factor Converg.
 MH0675;SPC IA S     -   185,083.716   491,784.083   MT  0.99998136   -0 03 53.9
 MH0675;UTM  15      - 4,612,934.640   450,162.858   MT  0.99963056   -0 23 52.8
 MH0675
 MH0675                          SUPERSEDED SURVEY CONTROL
 MH0675
 MH0675  NAD 83(1986)-  41 39 59.80292(N)    093 35 55.15966(W) AD(       ) 4
 MH0675  NAD 27      -  41 39 59.85000(N)    093 35 54.39000(W) AD(       ) 3
 MH0675
 MH0675.Superseded values are not recommended for survey control.
 MH0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0675.See file dsdata.txt to determine how the superseded data were derived.
 MH0675
 MH0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG5016312935(NAD 83)
 MH0675_MARKER: 51 = TANK
 MH0675
 MH0675  HISTORY     - Date     Condition        Report By
 MH0675  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0675
 MH0675                          STATION DESCRIPTION
 MH0675
 MH0675'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0877 ***********************************************************************
 NL0877  DESIGNATION -  POMEROY
 NL0877  PID         -  NL0877
 NL0877  STATE/COUNTY-  IA/CALHOUN
 NL0877  USGS QUAD   -  POMEROY (1979)
 NL0877
 NL0877                         *CURRENT SURVEY CONTROL
 NL0877  ___________________________________________________________________
 NL0877* NAD 83(1996)-  42 33 32.61908(N)    094 41 03.13930(W)     ADJUSTED  
 NL0877* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 NL0877  ___________________________________________________________________
 NL0877  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 NL0877  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 NL0877
 NL0877  HORZ ORDER  -  FIRST
 NL0877
 NL0877.The horizontal coordinates were established by classical geodetic methods
 NL0877.and adjusted by the National Geodetic Survey in May 1999..
 NL0877
 NL0877.The orthometric height was scaled from a topographic map.
 NL0877
 NL0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0877
 NL0877.The geoid height was determined by GEOID03.
 NL0877
 NL0877;                    North         East     Units Scale Factor Converg.
 NL0877;SPC IA N     - 1,118,317.522 1,402,759.469   MT  0.99994716   -0 48 09.3
 NL0877;UTM  15      - 4,713,225.706   361,743.938   MT  0.99983518   -1 08 21.5
 NL0877
 NL0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0877!SPC IA N     -   0.99994557  x   0.99994716  =   0.99989273
 NL0877!UTM  15      -   0.99994557  x   0.99983518  =   0.99978076
 NL0877
 NL0877:                Primary Azimuth Mark                     Grid Az
 NL0877:SPC IA N     -  POMEROY AZ MK                            050 56 14.2
 NL0877:UTM  15      -  POMEROY AZ MK                            051 16 26.4
 NL0877
 NL0877|---------------------------------------------------------------------|
 NL0877| PID    Reference Object                     Distance      Geod. Az  |
 NL0877|                                                           dddmmss.s |
 NL0877| CI6983 POMEROY AZ MK                                      0500804.9 |
 NL0877| NL0876 POMEROY ST MARYS CATH CH SPIRE      APPROX. 1.2 KM 1675849.2 |
 NL0877| NL0874 POMEROY PUBLIC SCHOOL BELFRY        APPROX. 1.4 KM 1732346.0 |
 NL0877| NL0873 POMEROY IMM LUTH CH SPIRE           APPROX. 1.2 KM 1960125.1 |
 NL0877| NL0821 JOLLEY FARMERS ELEV CO TOWER        APPROX. 9.4 KM 1982305.5 |
 NL0877| CI6984 POMEROY RM 1                         24.826 METERS 26400     |
 NL0877| NL0882 FONDA OUR LADY GOOD COUNSEL CH      APPROX.13.6 KM 2822404.6 |
 NL0877| CI6985 POMEROY RM 2                         29.538 METERS 35305     |
 NL0877|---------------------------------------------------------------------|
 NL0877
 NL0877                          SUPERSEDED SURVEY CONTROL
 NL0877
 NL0877  NAD 83(1996)-  42 33 32.61886(N)    094 41 03.13915(W) AD(       ) 1
 NL0877  NAD 83(1986)-  42 33 32.61253(N)    094 41 03.13699(W) AD(       ) 1
 NL0877  NAD 27      -  42 33 32.69400(N)    094 41 02.20600(W) AD(       ) 1
 NL0877
 NL0877.Superseded values are not recommended for survey control.
 NL0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0877.See file dsdata.txt to determine how the superseded data were derived.
 NL0877
 NL0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6174413226(NAD 83)
 NL0877_MARKER: DS = TRIANGULATION STATION DISK
 NL0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0877
 NL0877  HISTORY     - Date     Condition        Report By
 NL0877  HISTORY     - 1934     MONUMENTED       CGS
 NL0877  HISTORY     - 1952     SEE DESCRIPTION  CGS
 NL0877
 NL0877                          STATION DESCRIPTION
 NL0877
 NL0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0877'THIS STATION IS ABOUT 1/2 MILE N OF POMEROY.  25 YARDS
 NL0877'S OF THE CALHOUN-POCAHONTAS COUNTY LINE, IN NE 1/4 SECTION
 NL0877'1, T 89 N, R 33 W, IN THE ROAD RIGHT-OF-WAY FENCE LINE.  THE
 NL0877'LAND TO E OF FENCE LINE IS FARMED BY JOHN ELLS.  THE STATION
 NL0877'MARK IS 90 FEET SE OF T-INTERSECTION OF DIRT ROADS.  78 FEET
 NL0877'S OF CENTER LINE OF COUNTY LINE ROAD.  48 FEET S OF FENCE
 NL0877'CORNER.  AND 35 FEET E OF CENTER LINE OF N AND S ROAD.  THE
 NL0877'MARK PROJECTS 5 INCHES.
 NL0877'
 NL0877'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0877'BRONZE DISKS SET IN CONCRETE.
 NL0877'
 NL0877'REFERENCE MARK NO. 1 IS W OF STATION.  48 FEET W OF CENTER
 NL0877'LINE OF ROAD, 54 FEET S OF FENCE CORNER.  13 FEET N OF TELEPHONE
 NL0877'POLE.  2 FEET W OF TELEPHONE LINE, AND 1 FOOT E OF FENCE
 NL0877'LINE.  THE MARK PROJECTS 5 INCHES.
 NL0877'
 NL0877'REFERENCE MARK NO. 2 IS N OF STATION.  27 FEET N OF CENTER
 NL0877'LINE OF COUNTY LINE ROAD.  24 FEET W OF TELEPHONE POLE.  1 FOOT
 NL0877'N OF TELEPHONE LINE.  AND 1 FOOT S OF FENCE LINE.  THE MARK
 NL0877'PROJECTS 6 INCHES.  DISTANCE BETWEEN REFERENCE MARKS IS 125.60
 NL0877'FEET.
 NL0877'
 NL0877'AZIMUTH MARK IS NE OF THE STATION.  ON RIGHT-OF-WAY OF STATE
 NL0877'HIGHWAY 17.  33 FEET E OF CENTER LINE OF ROAD.  4 FEET W OF
 NL0877'TELEPHONE LINE AND 1 FOOT W OF FENCE LINE.  THE MARK PROJECTS
 NL0877'5 INCHES.
 NL0877'
 NL0877'TO REACH THE STATION FROM THE MAIN CORNER OF POMEROY, GO N
 NL0877'ON DIRT ROAD 0.55 MILE TO STATION.  FROM POCAHONTAS, FOLLOW
 NL0877'HIGHWAY 17 S TO COUNTY LINE ROAD (DIRT), JUST N OF POMEROY.
 NL0877'THENCE W 0.3 MILE TO T-INTERSECTION.  THENCE S 25 YARDS TO
 NL0877'STATION.
 NL0877'
 NL0877'ALL LIGHTS COME INTO VIEW AT 35 FEET.
 NL0877
 NL0877                          STATION RECOVERY (1952)
 NL0877
 NL0877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLP)
 NL0877'THIS STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE
 NL0877'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH WAS
 NL0877'DESTROYED WHEN STATE HIGHWAY 17 WAS REBUILT IN ABOUT 1937
 NL0877'ACCORDING TO LOCAL RESIDENTS.  THE ANGLE WAS TURNED TO THE
 NL0877'AZIMUTH MARK FROM THE REFERENCE MARKS, AND A THOROUGH SEARCH
 NL0877'WAS MADE ON BOTH SIDES OF HIGHWAY, BUT NO EVIDENCE COULD
 NL0877'BE FOUND.  AS ORIGINALLY DESCRIBED, THE MARK WOULD BE IN THE
 NL0877'MIDDLE OF THE DITCH, AND, THEREFORE, SHOULD BE LISTED AS
 NL0877'DESTROYED.
 NL0877'
 NL0877'MERLE HANSON, WHO PURCHASED THE ROAD RIGHT-OF-WAY ON WHICH
 NL0877'THE STATION WAS LOCATED, PLANS TO LEVEL THE GROUND AND PUT IT
 NL0877'UNDER CULTIVATION, REQUESTED THAT THE STATION BE MOVED.  A NEW
 NL0877'STATION, POMEROY 2, WAS ESTABLISHED AND THIS STATION AND ITS
 NL0877'UNDERGROUND MARK WAS COMPLETELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0875 ***********************************************************************
 NL0875  DESIGNATION -  POMEROY 2
 NL0875  PID         -  NL0875
 NL0875  STATE/COUNTY-  IA/CALHOUN
 NL0875  USGS QUAD   -  POMEROY (1979)
 NL0875
 NL0875                         *CURRENT SURVEY CONTROL
 NL0875  ___________________________________________________________________
 NL0875* NAD 83(1996)-  42 33 33.03883(N)    094 41 03.20823(W)     ADJUSTED  
 NL0875* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 NL0875  ___________________________________________________________________
 NL0875  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 NL0875  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 NL0875
 NL0875  HORZ ORDER  -  SECOND
 NL0875
 NL0875.The horizontal coordinates were established by classical geodetic methods
 NL0875.and adjusted by the National Geodetic Survey in May 1999..
 NL0875.No horizontal observational check was made to the station.
 NL0875
 NL0875.The orthometric height was scaled from a topographic map.
 NL0875
 NL0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0875
 NL0875.The geoid height was determined by GEOID03.
 NL0875
 NL0875;                    North         East     Units Scale Factor Converg.
 NL0875;SPC IA N     - 1,118,330.494 1,402,758.078   MT  0.99994715   -0 48 09.4
 NL0875;UTM  15      - 4,713,238.685   361,742.623   MT  0.99983518   -1 08 21.5
 NL0875
 NL0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0875!SPC IA N     -   0.99994557  x   0.99994715  =   0.99989272
 NL0875!UTM  15      -   0.99994557  x   0.99983518  =   0.99978076
 NL0875
 NL0875|---------------------------------------------------------------------|
 NL0875| PID    Reference Object                     Distance      Geod. Az  |
 NL0875|                                                           dddmmss.s |
 NL0875| CI6986 POMEROY 2 RM 3                       17.569 METERS 09034     |
 NL0875| CI6987 POMEROY 2 RM 4                       16.212 METERS 09541     |
 NL0875| NL0877 POMEROY                              13.047 METERS 17305     |
 NL0875| CI6984 POMEROY RM 1                         27.847 METERS 23606     |
 NL0875| CI6988 POMEROY 2 RM 5                       23.406 METERS 26616     |
 NL0875| CI6985 POMEROY RM 2                         16.508 METERS 35305     |
 NL0875|---------------------------------------------------------------------|
 NL0875
 NL0875                          SUPERSEDED SURVEY CONTROL
 NL0875
 NL0875  NAD 83(1996)-  42 33 33.03860(N)    094 41 03.20808(W) AD(       ) 2
 NL0875  NAD 83(1986)-  42 33 33.03227(N)    094 41 03.20592(W) AD(       ) 2
 NL0875  NAD 27      -  42 33 33.11400(N)    094 41 02.27500(W) AD(       ) 2
 NL0875
 NL0875.Superseded values are not recommended for survey control.
 NL0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0875.See file dsdata.txt to determine how the superseded data were derived.
 NL0875
 NL0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6174313239(NAD 83)
 NL0875_MARKER: DD = SURVEY DISK
 NL0875_SETTING: 0 = UNSPECIFIED SETTING
 NL0875
 NL0875  HISTORY     - Date     Condition        Report By
 NL0875  HISTORY     - 1952     MONUMENTED       CGS
 NL0875  HISTORY     - 1953     GOOD             CGS
 NL0875
 NL0875                          STATION DESCRIPTION
 NL0875
 NL0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLP)
 NL0875'THE STATION IS ABOUT 1/2 MI. N OF THE TOWN OF POMEROY, 27
 NL0875'FT. S OF THE CENTERLINE OF THE GRADED ROAD WHICH IS THE
 NL0875'CALHOUN-POCAHONTAS COUNTY LINE, 78 FT. E OF A FENCE T-INTERSECTION,
 NL0875'58 FT. S-SW OF A GUYED TELEPHONE POLE, AND 1 FT. N OF THE
 NL0875'S RIGHT-OF-WAY FENCE.  IT IS A STANDARD STATION DISK, STAMPED
 NL0875'POMEROY 2 1952 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NL0875'2 IN. ABOVE GROUND.
 NL0875'
 NL0875'UNDERGROUND STATION MARK IS A STANDARD DISK SET IN THE TOP
 NL0875'OF A CONCRETE POST.
 NL0875'
 NL0875'NOTE--STATION POMEROY WAS COMPLETELY DESTROYED AFTER THIS
 NL0875'STATION WAS ESTABLISHED.
 NL0875'
 NL0875'REFERENCE MARK 1 IS 80 FT. S OF THE CENTERLINE OF THE GRADED
 NL0875'ROAD (CALHOUN-POCAHONTAS COUNTY LINE), 52 FT. S OF A FENCE
 NL0875'T-INTERSECTION, 13 FT. N OF A GUYED TELEPHONE POLE, AND 1 FT.
 NL0875'E OF A FENCE.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED
 NL0875'POMEROY NO 1 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0875'PROJECTING 6 IN. ABOVE GROUND.
 NL0875'
 NL0875'REFERENCE MARK 2 IS 34 FT. W OF A GUYED TELEPHONE POLE, 27 FT. N
 NL0875'OF THE CENTERLINE OF A GRADED ROAD, AND 1 FT. S OF A FENCE.
 NL0875'IT IS A STANDARD REFERENCE-MARK DISK, STAMPED POMEROY NO 2 1934
 NL0875'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 IN. ABOVE
 NL0875'GROUND.
 NL0875'
 NL0875'REFERENCE MARK 3 IS 60 FT. SE OF A GUYED TELEPHONE POLE, 27
 NL0875'FT. S OF THE CENTERLINE OF A GRADED ROAD, AND 1 FT. N OF A
 NL0875'FENCE.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED POMEROY
 NL0875'2 NO 3 1952 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NL0875'2 IN. ABOVE GROUND.
 NL0875'
 NL0875'TO REACH THE STATION FROM WHERE THE MAIN STREET RUNNING N AND
 NL0875'S CROSSES THE RAILROAD TRACKS JUST E OF THE RAILROAD STATION,
 NL0875'GO N FOR 0.15 MI. TO A T-STREET INTERSECTION.  TURN RIGHT AND
 NL0875'GO E FOR 0.3 MI. TO STATE HIGHWAY 17 AND A CEMETERY ON THE LEFT.
 NL0875'TURN LEFT AND GO N ON STATE HIGHWAY 17 FOR 0.4 MI. TO THE
 NL0875'CALHOUN-POCAHONTAS COUNTY LINE ROAD LEFT.  TURN LEFT AND GO
 NL0875'W ON A GRADED DIRT ROAD FOR 0.3 MI. TO THE STATION ON THE
 NL0875'LEFT AS DESCRIBED.
 NL0875'
 NL0875'NOTE--THERE IS NO AZIMUTH MARK FOR THIS STATION SINCE THE
 NL0875'AZIMUTH MARK FOR STATION POMEROY AND THE SPIRE, IMMANUEL LUTHERAN
 NL0875'CHURCH IN THE TOWN OF POMEROY HAVE BOTH BEEN DESTROYED.
 NL0875
 NL0875                          STATION RECOVERY (1953)
 NL0875
 NL0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 NL0875'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND
 NL0875'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY REFERENCE
 NL0875'MARKS 2 AND 3.  THESE MARKS WERE DESTROYED, AND REFERENCE
 NL0875'MARKS 4 AND 5 ESTABLISHED, AT THE REQUEST OF POCAHONTAS
 NL0875'COUNTY ENGINEER.  DESCRIPTIONS OF THE NEW REFERENCE MARKS
 NL0875'FOLLOW--
 NL0875'
 NL0875'REFERENCE MARK 4 IS E OF THE STATION, 33 FT. S OF THE CENTER
 NL0875'OF A GRADED ROAD, AND IN A FENCE LINE.  IT IS A STANDARD
 NL0875'REFERENCE-MARK DISK, STAMPED POMEROY 2 NO 4 1952 AND SET IN
 NL0875'THE TOP OF A CONCRETE POST PROJECTING 4 IN.
 NL0875'
 NL0875'REFERENCE MARK 5 IS W OF THE STATION, 35 FT. S OF THE CENTER
 NL0875'OF A GRADED ROAD, 2 FT. S OF A FENCE CORNER, AND 1 FT. E OF A
 NL0875'FENCE.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED POMEROY
 NL0875'2 NO 5 1952 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 NL0875'THE GROUND.
 NL0875'
 NL0875'NOTE--A CORNFIELD PREVENTED A DISTANCE AND ANGLE CHECK TO
 NL0875'REFERENCE MARK 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0873 ***********************************************************************
 NL0873  DESIGNATION -  POMEROY IMM LUTH CH SPIRE
 NL0873  PID         -  NL0873
 NL0873  STATE/COUNTY-  IA/CALHOUN
 NL0873  USGS QUAD   -  POMEROY (1979)
 NL0873
 NL0873                         *CURRENT SURVEY CONTROL
 NL0873  ___________________________________________________________________
 NL0873* NAD 83(1996)-  42 32 55.45790(N)    094 41 17.57312(W)     ADJUSTED  
 NL0873* NAVD 88     -                                                        
 NL0873  ___________________________________________________________________
 NL0873  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 NL0873  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 NL0873
 NL0873  HORZ ORDER  -  THIRD
 NL0873
 NL0873.The horizontal coordinates were established by classical geodetic methods
 NL0873.and adjusted by the National Geodetic Survey in May 1999..
 NL0873
 NL0873
 NL0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0873
 NL0873.The geoid height was determined by GEOID03.
 NL0873
 NL0873;                    North         East     Units Scale Factor Converg.
 NL0873;SPC IA N     - 1,117,175.644 1,402,414.146   MT  0.99994751   -0 48 19.1
 NL0873;UTM  15      - 4,712,086.004   361,391.951   MT  0.99983638   -1 08 30.4
 NL0873
 NL0873                          SUPERSEDED SURVEY CONTROL
 NL0873
 NL0873  NAD 83(1996)-  42 32 55.45761(N)    094 41 17.57299(W) AD(       ) 4
 NL0873  NAD 83(1986)-  42 32 55.45152(N)    094 41 17.57082(W) AD(       ) 4
 NL0873  NAD 27      -  42 32 55.53200(N)    094 41 16.63900(W) AD(       ) 3
 NL0873
 NL0873.Superseded values are not recommended for survey control.
 NL0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0873.See file dsdata.txt to determine how the superseded data were derived.
 NL0873
 NL0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6139212086(NAD 83)
 NL0873_MARKER: 90 = CHURCH SPIRE
 NL0873
 NL0873  HISTORY     - Date     Condition        Report By
 NL0873  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0873  HISTORY     - 1952     SEE DESCRIPTION  CGS
 NL0873
 NL0873                          STATION DESCRIPTION
 NL0873
 NL0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0873'THIS STATION IS THE CENTER OF SPIRE.  THE SPIRE IS THE MOST
 NL0873'PROMINENT OBJECT IN TOWN.  IT IS 120 FEET ABOVE THE GROUND.
 NL0873'HAS GOLD CROSS ON TOP.  IS COVERED WITH WHITE SHINGLES.  AND IS
 NL0873'ON THE E END (FRONT) OF THE CHURCH.
 NL0873'
 NL0873'THE CHURCH IS A WHITE FRAME BUILDING, IN THE W EDGE OF TOWN.
 NL0873'2 BLOCKS W OF MAIN N AND S STREET AND 6 BLOCKS W OF STATE
 NL0873'HIGHWAY 17.  IT WAS BUILT IN 1891.
 NL0873'
 NL0873'THE SPIRE IS VISIBLE FROM THE GROUND AT STATION POMEROY.
 NL0873
 NL0873                          STATION RECOVERY (1952)
 NL0873
 NL0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLP)
 NL0873'THIS STATION IS DESTROYED AS THE CHURCH AND THE SPIRE HAVE BEEN
 NL0873'TORN DOWN.  A NEW CHURCH IS BEING ERECTED IN THE SAME LOCATION,
 NL0873'BUT IT WILL NOT HAVE A HIGH SPIRE AS LEARNED FROM THE LOCAL
 NL0873'AUTHORITIES.
 NL0873'
 NL0873'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0874 ***********************************************************************
 NL0874  DESIGNATION -  POMEROY PUBLIC SCHOOL BELFRY
 NL0874  PID         -  NL0874
 NL0874  STATE/COUNTY-  IA/CALHOUN
 NL0874  USGS QUAD   -  POMEROY (1979)
 NL0874
 NL0874                         *CURRENT SURVEY CONTROL
 NL0874  ___________________________________________________________________
 NL0874* NAD 83(1996)-  42 32 47.13909(N)    094 40 56.01843(W)     ADJUSTED  
 NL0874* NAVD 88     -                                                        
 NL0874  ___________________________________________________________________
 NL0874  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 NL0874  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 NL0874
 NL0874  HORZ ORDER  -  THIRD
 NL0874
 NL0874.The horizontal coordinates were established by classical geodetic methods
 NL0874.and adjusted by the National Geodetic Survey in May 1999..
 NL0874
 NL0874
 NL0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0874
 NL0874.The geoid height was determined by GEOID03.
 NL0874
 NL0874;                    North         East     Units Scale Factor Converg.
 NL0874;SPC IA N     - 1,116,912.098 1,402,902.259   MT  0.99994760   -0 48 04.5
 NL0874;UTM  15      - 4,711,819.626   361,878.454   MT  0.99983472   -1 08 15.6
 NL0874
 NL0874                          SUPERSEDED SURVEY CONTROL
 NL0874
 NL0874  NAD 83(1996)-  42 32 47.13885(N)    094 40 56.01828(W) AD(       ) 4
 NL0874  NAD 83(1986)-  42 32 47.13251(N)    094 40 56.01626(W) AD(       ) 4
 NL0874  NAD 27      -  42 32 47.21500(N)    094 40 55.08600(W) AD(       ) 3
 NL0874
 NL0874.Superseded values are not recommended for survey control.
 NL0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0874.See file dsdata.txt to determine how the superseded data were derived.
 NL0874
 NL0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6187811820(NAD 83)
 NL0874_MARKER: 75 = BELFRY
 NL0874
 NL0874  HISTORY     - Date     Condition        Report By
 NL0874  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0874
 NL0874                          STATION DESCRIPTION
 NL0874
 NL0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0874'THIS STATION IS THE CENTER OF THE BELFRY.  THE BELFRY IS
 NL0874'SURMOUNTED BY A SHORT WOODEN FINIAL, WHICH IS NOT IN GOOD
 NL0874'CONDITION.  THE BELFRY IS ON THE W END OF THE BUILDING.  IS
 NL0874'WOODEN, PAINTED WHITE.  IS SQUARE, AND HAS AN OPEN WINDOW ON
 NL0874'EACH SIDE.
 NL0874'
 NL0874'THE SCHOOL IS A WHITE FRAME BUILDING.  IS 3 BLOCKS W OF STATE
 NL0874'HIGHWAY 17.  1 BLOCK E OF MAIN N AND S STREET IN TOWN.  100 YARDS
 NL0874'N OF E AND W STREET.  150 FEET E OF N AND S STREET.  IN THE S
 NL0874'EDGE OF TOWN.  IT WAS BUILT IN 1899.
 NL0874'
 NL0874'THE TOP OF THE BELFRY IS 80 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0876 ***********************************************************************
 NL0876  DESIGNATION -  POMEROY ST MARYS CATH CH SPIRE
 NL0876  PID         -  NL0876
 NL0876  STATE/COUNTY-  IA/CALHOUN
 NL0876  USGS QUAD   -  POMEROY (1979)
 NL0876
 NL0876                         *CURRENT SURVEY CONTROL
 NL0876  ___________________________________________________________________
 NL0876* NAD 83(1996)-  42 32 54.86974(N)    094 40 52.26912(W)     ADJUSTED  
 NL0876* NAVD 88     -                                                        
 NL0876  ___________________________________________________________________
 NL0876  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 NL0876  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 NL0876
 NL0876  HORZ ORDER  -  THIRD
 NL0876
 NL0876.The horizontal coordinates were established by classical geodetic methods
 NL0876.and adjusted by the National Geodetic Survey in May 1999..
 NL0876
 NL0876
 NL0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0876
 NL0876.The geoid height was determined by GEOID03.
 NL0876
 NL0876;                    North         East     Units Scale Factor Converg.
 NL0876;SPC IA N     - 1,117,149.409 1,402,991.124   MT  0.99994752   -0 48 02.0
 NL0876;UTM  15      - 4,712,056.384   361,968.701   MT  0.99983441   -1 08 13.3
 NL0876
 NL0876                          SUPERSEDED SURVEY CONTROL
 NL0876
 NL0876  NAD 83(1996)-  42 32 54.86952(N)    094 40 52.26897(W) AD(       ) 4
 NL0876  NAD 83(1986)-  42 32 54.86316(N)    094 40 52.26691(W) AD(       ) 4
 NL0876  NAD 27      -  42 32 54.94600(N)    094 40 51.33700(W) AD(       ) 3
 NL0876
 NL0876.Superseded values are not recommended for survey control.
 NL0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0876.See file dsdata.txt to determine how the superseded data were derived.
 NL0876
 NL0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6196912056(NAD 83)
 NL0876_MARKER: 90 = CHURCH SPIRE
 NL0876
 NL0876  HISTORY     - Date     Condition        Report By
 NL0876  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0876
 NL0876                          STATION DESCRIPTION
 NL0876
 NL0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0876'THIS STATION IS THE CENTER OF THE SPIRE.  THE SPIRE HAS A
 NL0876'NATURAL SHINGLE ROOF.  IS SURMOUNTED BY A YELLOW, WOODEN CROSS.
 NL0876'IS ON TOP OF AN OCTAGONAL, WHITE BELFRY.  THE BELFRY IS ON THE NW
 NL0876'CORNER OF THE CHURCH BUILDING, WHICH IS A WHITE, FRAME BUILDING.
 NL0876'THE BELFRY HAS AN OPEN WINDOW ON EACH SIDE.
 NL0876'
 NL0876'THE CHURCH IS 2 BLOCKS W OF STATE HIGHWAY 17.  2 BLOCKS W OF THE
 NL0876'MAIN N AND S STREET OF POMEROY.  IN THE S CENTRAL SECTION OF
 NL0876'TOWN.  45 FEET E OF N AND S STREET, AND 75 YARDS S OF E AND W
 NL0876'STREET.  IT WAS BUILT IN 1908.
 NL0876'
 NL0876'THE TOP OF THE SPIRE IS 70 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0536 ***********************************************************************
 NK0536  DESIGNATION -  PORTE
 NK0536  PID         -  NK0536
 NK0536  STATE/COUNTY-  IA/BLACK HAWK
 NK0536  USGS QUAD   -  LA PORTE CITY (1971)
 NK0536
 NK0536                         *CURRENT SURVEY CONTROL
 NK0536  ___________________________________________________________________
 NK0536* NAD 83(1996)-  42 19 21.37094(N)    092 14 28.08461(W)     ADJUSTED  
 NK0536* NAVD 88     -       290.1    (meters)     952.     (feet)  VERTCON   
 NK0536  ___________________________________________________________________
 NK0536  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 NK0536  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 NK0536
 NK0536  HORZ ORDER  -  SECOND
 NK0536
 NK0536.The horizontal coordinates were established by classical geodetic methods
 NK0536.and adjusted by the National Geodetic Survey in May 1999..
 NK0536
 NK0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0536
 NK0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0536
 NK0536.The geoid height was determined by GEOID03.
 NK0536
 NK0536;                    North         East     Units Scale Factor Converg.
 NK0536;SPC IA N     - 1,092,144.058 1,603,761.864   MT  0.99996340   +0 51 11.5
 NK0536;UTM  15      - 4,685,874.298   562,529.164   MT  0.99964811   +0 30 39.5
 NK0536
 NK0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0536!SPC IA N     -   0.99995938  x   0.99996340  =   0.99992278
 NK0536!UTM  15      -   0.99995938  x   0.99964811  =   0.99960751
 NK0536
 NK0536:                Primary Azimuth Mark                     Grid Az
 NK0536:SPC IA N     -  OLD KWWL TV TOWER                        060 53 33.2
 NK0536:UTM  15      -  OLD KWWL TV TOWER                        061 14 05.2
 NK0536
 NK0536|---------------------------------------------------------------------|
 NK0536| PID    Reference Object                     Distance      Geod. Az  |
 NK0536|                                                           dddmmss.s |
 NK0536| CI6052 OLD KWWL TV TOWER                                  0614444.7 |
 NK0536| CI6990 PORTE RM 1                           11.148 METERS 18932     |
 NK0536| CI6991 PORTE RM 2                           23.311 METERS 27009     |
 NK0536| NK0575 REBAR 1206                          APPROX. 3.7 KM 2765318.7 |
 NK0536|---------------------------------------------------------------------|
 NK0536
 NK0536                          SUPERSEDED SURVEY CONTROL
 NK0536
 NK0536  NAD 83(1996)-  42 19 21.36996(N)    092 14 28.08036(W) AD(       ) 2
 NK0536  NAD 83(1986)-  42 19 21.36719(N)    092 14 28.08139(W) AD(       ) 2
 NK0536  NAD 27      -  42 19 21.39858(N)    092 14 27.41573(W) AD(       ) 2
 NK0536  NGVD 29 (07/19/86)  290.1    (m)          952.     (f) VERT ANG       
 NK0536
 NK0536.Superseded values are not recommended for survey control.
 NK0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0536.See file dsdata.txt to determine how the superseded data were derived.
 NK0536
 NK0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG6252985874(NAD 83)
 NK0536_MARKER: DD = SURVEY DISK
 NK0536_SETTING: 0 = UNSPECIFIED SETTING
 NK0536
 NK0536  HISTORY     - Date     Condition        Report By
 NK0536  HISTORY     - 1970     MONUMENTED       USGS
 NK0536
 NK0536                          STATION DESCRIPTION
 NK0536
 NK0536'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 NK0536'THE STATION IS ABOUT 2.5 MI WNW. OF LA PORTE CITY, ABOUT 0.3 MI
 NK0536'S. OF THE COR. OF SECS 21, 22, 27 AND 28, T. 87 N., R. 12 W., ON TOP
 NK0536'OF THE MOST PROMINENT KNOLL IN THE VICINITY.
 NK0536'
 NK0536'TO REACH FROM THE U.S. POST OFFICE IN LA PORTE CITY, GO NE. ON
 NK0536'CHESTNUT STREET FOR 1/2 BLOCK TO MAIN STREET, TURN LEFT AND GO
 NK0536'NW. ON MAIN STREET FOR 1 BLOCK TO THE JCT. OF U.S. HWY. 218, TURN
 NK0536'RIGHT AND FOLLOW NEW U.S. HWY. 218 NE. THEN NW. FOR 1.2 MI TO A
 NK0536'Y-RD. W., TURN LEFT ON GRAVEL RD. AND GO W. FOR ABOUT 1.75 MI TO
 NK0536'A CROSSROAD, TURN LEFT AND GO S. FOR ABOUT 0.3 MI TO A PROMINENT
 NK0536'KNOLL ON THE RIGHT AND THE STATION ON TOP OF THE KNOLL.
 NK0536'
 NK0536'STATION MARK, STAMPED ET PORTE 1970 IS 156 FT N. AND 113 FT E. OF
 NK0536'THE SE. COR. OF A RED WOODEN BARN, WITH A HIGH ROCK AND CONCRETE
 NK0536'FOUNDATION, 230 FT W. OF A N.-S. RD., 27 FT N. AND 74 FT E. OF THE
 NK0536'NE. COR. OF A RED WOODEN SHED.
 NK0536'
 NK0536'REFERENCE MARK NO. 1, STAMPED PORTE NO 1 1970 IS S. OF THE
 NK0536'STATION, 9 FT S. AND 67.5 FT E. OF THE NE. COR. OF A RED WOODEN
 NK0536'SHED, 3 FT N. AND 1 FT W. OF THE NW. LEG OF A WINDMILL TOWER.
 NK0536'
 NK0536'REFERENCE MARK NO. 2, STAMPED PORTE NO 2 1970 IS W. OF THE
 NK0536'STATION, 27 FT N. AND 5 FT W. OF THE NE. COR. OF A RED WOODEN SHED,
 NK0536'11 FT E. OF A 10 IN. CEDAR TREE AND 29 FT E. OF A N.-S. FENCE.
 NK0536'
 NK0536'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0536'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NK0536'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE SET FLUSH WITH THE
 NK0536'GROUND.
 NK0536'
 NK0536'NO AZIMUTH MARK WAS SET.
 NK0536'
 NK0536'REFERENCE AZIMUTH USED - OLD KWWL TV TOWER (NOW-NOT IN USE)
 NK0536'CH. 7.  POINT OBSERVED WAS THE CENTER OF THE OLD KWWL TV TOWER.  THE
 NK0536'RED LIGHT WAS NOT VISIBLE BECAUSE OF DISTANCE BUT APPEARS TO BE
 NK0536'CENTERED ON TOP.  THE TOWER HAS HAD THE TV ANTENNA REMOVED AND IS
 NK0536'NO LONGER USED FOR TV BROADCASTING.  THE TOWER AND LAND HAS BEEN
 NK0536'SOLD BUT NO PLANS TO REMOVE THE TOWER HAVE BEEN MADE, T. 88 N.,
 NK0536'R. 10 W., IN THE SE. QUARTER OF SEC. 21.
 NK0536'
 NK0536'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1139 ***********************************************************************
 OO1139  DESIGNATION -  PORTLAND ET
 OO1139  PID         -  OO1139
 OO1139  STATE/COUNTY-  IA/CERRO GORDO
 OO1139  USGS QUAD   -  NORA SPRINGS (1959)
 OO1139
 OO1139                         *CURRENT SURVEY CONTROL
 OO1139  ___________________________________________________________________
 OO1139* NAD 83(1996)-  43 07 44.98738(N)    093 07 27.11437(W)     ADJUSTED  
 OO1139* NAVD 88     -       378.6    (meters)    1242.     (feet)  VERTCON   
 OO1139  ___________________________________________________________________
 OO1139  LAPLACE CORR-         -15.55  (seconds)                    DEFLEC99
 OO1139  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 OO1139
 OO1139  HORZ ORDER  -  SECOND
 OO1139
 OO1139.The horizontal coordinates were established by classical geodetic methods
 OO1139.and adjusted by the National Geodetic Survey in May 1999..
 OO1139
 OO1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1139
 OO1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1139
 OO1139.The geoid height was determined by GEOID03.
 OO1139
 OO1139;                    North         East     Units Scale Factor Converg.
 OO1139;SPC IA N     - 1,181,034.007 1,530,578.178   MT  0.99997777   +0 15 16.9
 OO1139;UTM  15      - 4,775,165.793   489,898.020   MT  0.99960126   -0 05 05.7
 OO1139
 OO1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1139!SPC IA N     -   0.99994516  x   0.99997777  =   0.99992293
 OO1139!UTM  15      -   0.99994516  x   0.99960126  =   0.99954644
 OO1139
 OO1139:                Primary Azimuth Mark                     Grid Az
 OO1139:SPC IA N     -  NORA SPRINGS ATT MICROWAVE               359 24 48.5
 OO1139:UTM  15      -  NORA SPRINGS ATT MICROWAVE               359 45 11.1
 OO1139
 OO1139|---------------------------------------------------------------------|
 OO1139| PID    Reference Object                     Distance      Geod. Az  |
 OO1139|                                                           dddmmss.s |
 OO1139| OO1142 NORA SPRINGS ATT MICROWAVE          APPROX. 4.4 KM 3594005.4 |
 OO1139|---------------------------------------------------------------------|
 OO1139
 OO1139                          SUPERSEDED SURVEY CONTROL
 OO1139
 OO1139  NAD 83(1996)-  43 07 44.98738(N)    093 07 27.11436(W) AD(       ) 2
 OO1139  NAD 83(1986)-  43 07 44.98133(N)    093 07 27.10732(W) AD(       ) 2
 OO1139  NAD 27      -  43 07 45.10658(N)    093 07 26.38573(W) AD(       ) 2
 OO1139  NGVD 29 (07/19/86)  378.6    (m)         1242.     (f) VERT ANG       
 OO1139
 OO1139.Superseded values are not recommended for survey control.
 OO1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1139.See file dsdata.txt to determine how the superseded data were derived.
 OO1139
 OO1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8989875166(NAD 83)
 OO1139_MARKER: DD = SURVEY DISK
 OO1139_SETTING: 0 = UNSPECIFIED SETTING
 OO1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1139
 OO1139  HISTORY     - Date     Condition        Report By
 OO1139  HISTORY     - 1969     MONUMENTED       USGS
 OO1139
 OO1139                          STATION DESCRIPTION
 OO1139
 OO1139'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 OO1139'THE STATION IS IN THE SMALL COMMUNITY OF PORTLAND, ABOUT 750 FT
 OO1139'N. AND 500 FT W. COR. OF SECS. 17, 18, 19 AND 20, T. 96 N., R. 19
 OO1139'W., ON TOP OF THE CONCRETE HEADHOUSE OF THE PORTLAND CO-OP
 OO1139'ELEVATOR.
 OO1139'
 OO1139'STATION MARK, A STANDARD TABLET CEMENTED INTO CONCRETE HEADHOUSE
 OO1139'ROOF STAMPED ET PORTLAND 1969 IS 4.5 FT S. AND 1.0 FT W. CENTER OF
 OO1139'A SQUARE MANHOLE.
 OO1139'
 OO1139'NO REFERENCE MARKS WERE SET.
 OO1139'
 OO1139'NO AZIMUTH MARK WAS SET.
 OO1139'
 OO1139'REFERENCE AZIMUTH USED -- A.T. AND T. MICROWAVE TOWER (LIGHT ON TOP
 OO1139'OF).
 OO1139'
 OO1139'AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE TOWER -- STATION IS THE
 OO1139'CENTER LIGHT ON TOP OF THE A.T. AND T. MICROWAVE TOWER.  TS. 96 AND
 OO1139'97 N., R. 19W., ABOUT 150 FT S. AND 500 FT W. OF COR. OF SECS. 5,
 OO1139'6, 31 AND 32.
 OO1139'
 OO1139'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1300 ***********************************************************************
 MJ1300  DESIGNATION -  PORTSMOUTH
 MJ1300  PID         -  MJ1300
 MJ1300  STATE/COUNTY-  IA/HARRISON
 MJ1300  USGS QUAD   -  PORTSMOUTH (1978)
 MJ1300
 MJ1300                         *CURRENT SURVEY CONTROL
 MJ1300  ___________________________________________________________________
 MJ1300* NAD 83(1996)-  41 39 01.08131(N)    095 33 28.54068(W)     ADJUSTED  
 MJ1300* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 MJ1300  ___________________________________________________________________
 MJ1300  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 MJ1300  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 MJ1300
 MJ1300  HORZ ORDER  -  THIRD
 MJ1300
 MJ1300.The horizontal coordinates were established by classical geodetic methods
 MJ1300.and adjusted by the National Geodetic Survey in May 1999..
 MJ1300
 MJ1300.The orthometric height was scaled from a topographic map.
 MJ1300
 MJ1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1300
 MJ1300.The geoid height was determined by GEOID03.
 MJ1300
 MJ1300;                    North         East     Units Scale Factor Converg.
 MJ1300;SPC IA S     -   185,295.286   328,588.357   MT  0.99997909   -1 21 20.0
 MJ1300;UTM  15      - 4,614,111.699   286,994.215   MT  1.00015837   -1 42 02.1
 MJ1300
 MJ1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1300!SPC IA S     -   0.99993650  x   0.99997909  =   0.99991559
 MJ1300!UTM  15      -   0.99993650  x   1.00015837  =   1.00009486
 MJ1300
 MJ1300|---------------------------------------------------------------------|
 MJ1300| PID    Reference Object                     Distance      Geod. Az  |
 MJ1300|                                                           dddmmss.s |
 MJ1300| CL8187 PORTSMOUTH RM 2                      17.110 METERS 00104     |
 MJ1300| MJ1171 WESTPHALIA ST BONIFACES CHURCH      APPROX.15.6 KM 0595839.0 |
 MJ1300| CL8186 PORTSMOUTH RM 1                      13.727 METERS 06759     |
 MJ1300| CL8185 PORTSMOUTH AZ MK                                   3532437.8 |
 MJ1300|---------------------------------------------------------------------|
 MJ1300
 MJ1300                          SUPERSEDED SURVEY CONTROL
 MJ1300
 MJ1300  NAD 83(1996)-  41 39 01.08332(N)    095 33 28.54296(W) AD(       ) 3
 MJ1300  NAD 83(1986)-  41 39 01.08525(N)    095 33 28.54486(W) AD(       ) 3
 MJ1300  NAD 27      -  41 39 01.12500(N)    095 33 27.52300(W) AD(       ) 3
 MJ1300
 MJ1300.Superseded values are not recommended for survey control.
 MJ1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1300.See file dsdata.txt to determine how the superseded data were derived.
 MJ1300
 MJ1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG8699414112(NAD 83)
 MJ1300_MARKER: DS = TRIANGULATION STATION DISK
 MJ1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1300
 MJ1300  HISTORY     - Date     Condition        Report By
 MJ1300  HISTORY     - 1950     MONUMENTED       CGS
 MJ1300
 MJ1300                          STATION DESCRIPTION
 MJ1300
 MJ1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1300'THE STATION IS LOCATED ABOUT 2 MILES WEST OF PORTSMOUTH AND
 MJ1300'ABOUT 1/4 MILE NORTH OF STATE ROUTE 39 ON THE RIGHT-OF-WAY OF
 MJ1300'A ROAD.  IT IS 23 FEET WEST OF THE CENTERLINE OF A ROAD, 22
 MJ1300'FEET NORTH OF A FENCE CORNER AND 2 FEET EAST OF A FENCELINE.
 MJ1300'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MJ1300'PORTSMOUTH 1950.
 MJ1300'
 MJ1300'REFERENCE MARK NO. 1 IS 18 FEET EAST OF THE CENTERLINE OF A ROAD
 MJ1300'AND 1 FOOT WEST OF A FENCELINE.  THE MARK IS SET FLUSH WITH THE
 MJ1300'GROUND AND THE DISK IS STAMPED PORTSMOUTH NO 1 1950.
 MJ1300'
 MJ1300'REFERENCE MARK NO. 2 IS 22 FEET WEST OF THE CENTERLINE OF A ROAD
 MJ1300'AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS ABOUT 5 INCHES
 MJ1300'AND THE DISK IS STAMPED PORTSMOUTH NO 2 1950.
 MJ1300'
 MJ1300'AZIMUTH MARK IS 31 FEET SOUTH OF THE CENTERLINE OF A ROAD, 23
 MJ1300'FEET NORTH OF A FENCELINE, 6 FEET WEST OF A POWER LINE POLE AND
 MJ1300'4 FEET SOUTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES
 MJ1300'AND THE DISK IS STAMPED PORTSMOUTH 1950.
 MJ1300'
 MJ1300'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 191 AND
 MJ1300'39 AT THE SOUTH EDGE OF THE SMALL TOWN OF PORTSMOUTH, GO WEST ON
 MJ1300'STATE HIGHWAY 39 FOR 2.0 MILES TO A CROSSROADS.  TURN RIGHT (NORTH)
 MJ1300'AND GO FOR 0.3 MILE TO STATION SITE ON LEFT AS DESCRIBED.
 MJ1300'
 MJ1300'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.7 MILE
 MJ1300'TO A CROSSROADS.  TURN LEFT (WEST) AND GO 0.1 MILE TO STATION ON
 MJ1300'LEFT AS DESCRIBED.
 MJ1300'
 MJ1300'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1301 ***********************************************************************
 MJ1301  DESIGNATION -  PORTSMOUTH ATT MW TOWER
 MJ1301  PID         -  MJ1301
 MJ1301  STATE/COUNTY-  IA/SHELBY
 MJ1301  USGS QUAD   -  PORTSMOUTH (1978)
 MJ1301
 MJ1301                         *CURRENT SURVEY CONTROL
 MJ1301  ___________________________________________________________________
 MJ1301* NAD 83(1996)-  41 41 16.58704(N)    095 31 09.17351(W)     ADJUSTED  
 MJ1301* NAVD 88     -                                                        
 MJ1301  ___________________________________________________________________
 MJ1301  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 MJ1301  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 MJ1301
 MJ1301  HORZ ORDER  -  THIRD
 MJ1301
 MJ1301.The horizontal coordinates were established by classical geodetic methods
 MJ1301.and adjusted by the National Geodetic Survey in May 1999..
 MJ1301
 MJ1301
 MJ1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1301
 MJ1301.The geoid height was determined by GEOID03.
 MJ1301
 MJ1301;                    North         East     Units Scale Factor Converg.
 MJ1301;SPC IA S     -   189,399.121   331,909.353   MT  0.99998445   -1 19 48.2
 MJ1301;UTM  15      - 4,618,196.118   290,340.460   MT  1.00014096   -1 40 33.9
 MJ1301
 MJ1301                          SUPERSEDED SURVEY CONTROL
 MJ1301
 MJ1301  NAD 83(1996)-  41 41 16.58801(N)    095 31 09.17377(W) AD(       ) 4
 MJ1301  NAD 83(1986)-  41 41 16.59011(N)    095 31 09.17702(W) AD(       ) 4
 MJ1301  NAD 27      -  41 41 16.63803(N)    095 31 08.16677(W) AD(       ) 3
 MJ1301
 MJ1301.Superseded values are not recommended for survey control.
 MJ1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1301.See file dsdata.txt to determine how the superseded data were derived.
 MJ1301
 MJ1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9034018196(NAD 83)
 MJ1301_MARKER: 45 = MICROWAVE TOWER
 MJ1301
 MJ1301  HISTORY     - Date     Condition        Report By
 MJ1301  HISTORY     - 1968     FIRST OBSERVED   CGS
 MJ1301
 MJ1301                          STATION DESCRIPTION
 MJ1301
 MJ1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MJ1301'THE STATION IS THE RED LIGHT ATOP THE PORTSMOUTH, AMERICAN
 MJ1301'TELEPHONE AND TELEGRAPH COMPANY MICROWAVE TOWER AND IS LOCATED
 MJ1301'ABOUT 4 MILES SOUTHWEST OF PANAMA, 3 MILES NORTH OF PORTSMOUTH
 MJ1301'AND JUST TO THE WEST SIDE OF SHELBY COUNTY ROAD S.  THE TOWER IS
 MJ1301'A FOUR LEGGED STRUCTURE THAT IS PAINTED IN ALTERNATE BANDS OF
 MJ1301'RED AND WHITE WITH A FAN SHAPED ANTENNA LOCATED ON EACH OF THE
 MJ1301'FOUR CORNERS.  THE OVERALL HEIGHT OF THE TOWER IS 176 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1299 ***********************************************************************
 MJ1299  DESIGNATION -  PORTSMOUTH MUNICIPAL STANDPIPE
 MJ1299  PID         -  MJ1299
 MJ1299  STATE/COUNTY-  IA/SHELBY
 MJ1299  USGS QUAD   -  PORTSMOUTH (1978)
 MJ1299
 MJ1299                         *CURRENT SURVEY CONTROL
 MJ1299  ___________________________________________________________________
 MJ1299* NAD 83(1996)-  41 39 03.83584(N)    095 31 24.11195(W)     ADJUSTED  
 MJ1299* NAVD 88     -                                                        
 MJ1299  ___________________________________________________________________
 MJ1299  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 MJ1299  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 MJ1299
 MJ1299  HORZ ORDER  -  THIRD
 MJ1299
 MJ1299.The horizontal coordinates were established by classical geodetic methods
 MJ1299.and adjusted by the National Geodetic Survey in May 1999..
 MJ1299
 MJ1299
 MJ1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1299
 MJ1299.The geoid height was determined by GEOID03.
 MJ1299
 MJ1299;                    North         East     Units Scale Factor Converg.
 MJ1299;SPC IA S     -   185,312.703   331,468.721   MT  0.99997919   -1 19 58.1
 MJ1299;UTM  15      - 4,614,111.776   289,875.126   MT  1.00014337   -1 40 39.4
 MJ1299
 MJ1299                          SUPERSEDED SURVEY CONTROL
 MJ1299
 MJ1299  NAD 83(1996)-  41 39 03.83809(N)    095 31 24.11509(W) AD(       ) 4
 MJ1299  NAD 83(1986)-  41 39 03.83803(N)    095 31 24.11997(W) AD(       ) 4
 MJ1299  NAD 27      -  41 39 03.87000(N)    095 31 23.12000(W) AD(       ) 3
 MJ1299
 MJ1299.Superseded values are not recommended for survey control.
 MJ1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1299.See file dsdata.txt to determine how the superseded data were derived.
 MJ1299
 MJ1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG8987514112(NAD 83)
 MJ1299_MARKER: 52 = STANDPIPE TANK
 MJ1299
 MJ1299  HISTORY     - Date     Condition        Report By
 MJ1299  HISTORY     - 1930     FIRST OBSERVED   CGS
 MJ1299
 MJ1299                          STATION DESCRIPTION
 MJ1299
 MJ1299'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0877 ***********************************************************************
 ON0877  DESIGNATION -  POSTVILLE MUNICIPAL TANK
 ON0877  PID         -  ON0877
 ON0877  STATE/COUNTY-  IA/ALLAMAKEE
 ON0877  USGS QUAD   -  POSTVILLE (1971)
 ON0877
 ON0877                         *CURRENT SURVEY CONTROL
 ON0877  ___________________________________________________________________
 ON0877* NAD 83(1996)-  43 05 15.74421(N)    091 34 12.52363(W)     ADJUSTED  
 ON0877* NAVD 88     -                                                        
 ON0877  ___________________________________________________________________
 ON0877  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 ON0877  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 ON0877
 ON0877  HORZ ORDER  -  THIRD
 ON0877
 ON0877.The horizontal coordinates were established by classical geodetic methods
 ON0877.and adjusted by the National Geodetic Survey in May 1999..
 ON0877
 ON0877
 ON0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0877
 ON0877.The geoid height was determined by GEOID03.
 ON0877
 ON0877;                    North         East     Units Scale Factor Converg.
 ON0877;SPC IA N     - 1,178,154.009 1,657,120.185   MT  0.99997221   +1 18 28.6
 ON0877;UTM  15      - 4,771,546.663   616,380.011   MT  0.99976662   +0 58 36.7
 ON0877
 ON0877                          SUPERSEDED SURVEY CONTROL
 ON0877
 ON0877  NAD 83(1996)-  43 05 15.74415(N)    091 34 12.52348(W) AD(       ) 4
 ON0877  NAD 83(1986)-  43 05 15.73531(N)    091 34 12.52270(W) AD(       ) 4
 ON0877  NAD 27      -  43 05 15.80700(N)    091 34 11.99600(W) AD(       ) 3
 ON0877
 ON0877.Superseded values are not recommended for survey control.
 ON0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0877.See file dsdata.txt to determine how the superseded data were derived.
 ON0877
 ON0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH1638071547(NAD 83)
 ON0877_MARKER: 53 = ELEVATED TANK
 ON0877
 ON0877  HISTORY     - Date     Condition        Report By
 ON0877  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0877
 ON0877                          STATION DESCRIPTION
 ON0877
 ON0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0877'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED AT THE
 ON0877'NORTH EDGE OF THE BUSINESS DISTRICT, ON THE WEST SIDE OF STATE
 ON0877'HIGHWAY 51 IN POSTVILLE.  IT IS A STEEL TANK PAINTED SILVER.  THE
 ON0877'OVERALL HEIGHT IS ABOUT 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0874 ***********************************************************************
 ON0874  DESIGNATION -  POSTVILLE ST PAUL LUTH CH
 ON0874  PID         -  ON0874
 ON0874  STATE/COUNTY-  IA/ALLAMAKEE
 ON0874  USGS QUAD   -  POSTVILLE (1971)
 ON0874
 ON0874                         *CURRENT SURVEY CONTROL
 ON0874  ___________________________________________________________________
 ON0874* NAD 83(1996)-  43 04 56.75284(N)    091 34 05.00225(W)     ADJUSTED  
 ON0874* NAVD 88     -                                                        
 ON0874  ___________________________________________________________________
 ON0874  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 ON0874  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 ON0874
 ON0874  HORZ ORDER  -  THIRD
 ON0874
 ON0874.The horizontal coordinates were established by classical geodetic methods
 ON0874.and adjusted by the National Geodetic Survey in May 1999..
 ON0874
 ON0874
 ON0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0874
 ON0874.The geoid height was determined by GEOID03.
 ON0874
 ON0874;                    North         East     Units Scale Factor Converg.
 ON0874;SPC IA N     - 1,177,571.998 1,657,303.646   MT  0.99997154   +1 18 33.7
 ON0874;UTM  15      - 4,770,963.722   616,560.068   MT  0.99976713   +0 58 41.5
 ON0874
 ON0874                          SUPERSEDED SURVEY CONTROL
 ON0874
 ON0874  NAD 83(1996)-  43 04 56.75279(N)    091 34 05.00209(W) AD(       ) 4
 ON0874  NAD 83(1986)-  43 04 56.74399(N)    091 34 05.00132(W) AD(       ) 4
 ON0874  NAD 27      -  43 04 56.81400(N)    091 34 04.47600(W) AD(       ) 3
 ON0874
 ON0874.Superseded values are not recommended for survey control.
 ON0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0874.See file dsdata.txt to determine how the superseded data were derived.
 ON0874
 ON0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH1656070964(NAD 83)
 ON0874_MARKER: 90 = CHURCH SPIRE
 ON0874
 ON0874  HISTORY     - Date     Condition        Report By
 ON0874  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0874
 ON0874                          STATION DESCRIPTION
 ON0874
 ON0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0874'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED AT
 ON0874'THE SOUTH EDGE OF THE BUSINESS DISTRICT, ON THE SOUTH SIDE OF
 ON0874'U.S. HIGHWAY 52 IN POSTVILLE.  IT IS A RED BRICK CHURCH WITH A
 ON0874'DARK SHINGLED ROOF SPIRE AND A LARGE GOLD COLORED CROSS AT THE
 ON0874'TOP.  THE OVERALL HEIGHT IS ABOUT 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1355 ***********************************************************************
 MJ1355  DESIGNATION -  POTTAWATTAMIE CBL 0
 MJ1355  PID         -  MJ1355
 MJ1355  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1355  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1355
 MJ1355                         *CURRENT SURVEY CONTROL
 MJ1355  ___________________________________________________________________
 MJ1355* NAD 83(1986)-  41 20 51.     (N)    095 55 24.     (W)     SCALED    
 MJ1355* NAVD 88     -       299.779  (meters)     983.52   (feet)  ADJUSTED  
 MJ1355  ___________________________________________________________________
 MJ1355  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 MJ1355  DYNAMIC HT  -         299.650 (meters)     983.10  (feet)  COMP
 MJ1355  MODELED GRAV-     980,184.2   (mgal)                       NAVD 88
 MJ1355
 MJ1355  VERT ORDER  -  FIRST     CLASS II
 MJ1355
 MJ1355.The horizontal coordinates were scaled from a topographic map and have
 MJ1355.an estimated accuracy of +/- 6 seconds.
 MJ1355
 MJ1355.The orthometric height was determined by differential leveling
 MJ1355.and adjusted by the National Geodetic Survey in June 1991..
 MJ1355
 MJ1355.The geoid height was determined by GEOID03.
 MJ1355
 MJ1355.The dynamic height is computed by dividing the NAVD 88
 MJ1355.geopotential number by the normal gravity value computed on the
 MJ1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1355.degrees latitude (g = 980.6199 gals.).
 MJ1355
 MJ1355.The modeled gravity was interpolated from observed gravity values.
 MJ1355
 MJ1355;                    North         East    Units  Estimated Accuracy
 MJ1355;SPC IA S     -   152,460.      297,220.      MT  (+/- 180 meters Scaled)
 MJ1355
 MJ1355                          SUPERSEDED SURVEY CONTROL
 MJ1355
 MJ1355.No superseded survey control is available for this station.
 MJ1355
 MJ1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF554814(NAD 83)
 MJ1355_MARKER: DQ = CALIBRATION BASE LINE DISK
 MJ1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1355_SP_SET: CONCRETE POST
 MJ1355_STAMPING: 0 1983
 MJ1355_MARK LOGO: NGS   
 MJ1355_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1355+STABILITY: SURFACE MOTION
 MJ1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1355+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 MJ1355
 MJ1355  HISTORY     - Date     Condition        Report By
 MJ1355  HISTORY     - 1983     MONUMENTED       NGS
 MJ1355  HISTORY     - 19890822 GOOD             NGS
 MJ1355  HISTORY     - 19920717 GOOD             NGS
 MJ1355
 MJ1355                          STATION DESCRIPTION
 MJ1355
 MJ1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1355'5.6 KM (3.50 MI) WESTERLY ALONG MORMON BRIDGE ROAD AND INTERSTATE
 MJ1355'HIGHWAY 680 FROM ITS JUNCTION WITH STATE HIGHWAY 183 IN CRESCENT,
 MJ1355'32.0 M (105.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 MJ1355'THE HIGHWAY, 10.2 M (33.5 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD,
 MJ1355'1.9 M (6.2 FT) NORTH OF A RIGHT-OF-WAY FENCE, 1.6 M (5.2 FT) BELOW
 MJ1355'THE LEVEL OF THE GRAVELED ROAD, AND IN A CONCRETE MONUMENT THAT
 MJ1355'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND.
 MJ1355
 MJ1355                          STATION RECOVERY (1992)
 MJ1355
 MJ1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (KM)
 MJ1355'MARK IS A COMPONENT OF THE POTTAWATTAMIE CALIBRATION BASE LINE,
 MJ1355'LOCATED ABOUT 10 KM (6.2 MI) NORTH-NORTHWEST OF COUNCIL BLUFFS, IOWA,
 MJ1355'9.7 KM (6.0 MI) NORTH-NORTHEAST OF OMAHA, NEBRASKA, AND 4.8 KM (3.0
 MJ1355'MI) WEST OF CRESCENT, IOWA, ALONG THE SOUTHERN EDGE OF A GRAVEL
 MJ1355'FRONTAGE ROAD RUNNING ALONG THE NORTHERN SIDE OF INTERSTATE HIGHWAY
 MJ1355'680 IN SECTION 29 T 76 N R 44 W. TO REACH FROM THE JUNCTION OF
 MJ1355'INTERSTATE HIGHWAYS 680 AND 29, LOCATED ABOUT 10 KM (6.2 MI) NORTH OF
 MJ1355'COUNCIL BLUFFS, GO WEST-SOUTHWEST ON INTERSTATE HIGHWAY 680 FOR 2.5 KM
 MJ1355'(1.6 MI) TO THE EXIT RAMP FOR A COUNTY ROAD (EXIT 1).  TAKE THE EXIT
 MJ1355'RAMP AND GO WEST-NORTHWEST FOR 0.6 KM (0.4 MI) TO A STOP SIGN AND
 MJ1355'T-INTERSECTION.  TURN RIGHT AND GO NORTHERLY ON A GRAVEL ROAD FOR 0.1
 MJ1355'KM (0.1 MI) TO A GRAVEL T-INTERSECTION.  TURN RIGHT AND GO EASTERLY
 MJ1355'FOR 1.2 KM (0.7 MI) TO THE MARK ON THE RIGHT. MARK IS A PLAIN 5 CM (2
 MJ1355'IN) BRASS DISK SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE
 MJ1355'POST PROJECTING 15 CM (6 IN) ABOVE GROUND SURFACE.  IT IS 10.0 M (32.8
 MJ1355'FT) SOUTH-SOUTHEAST OF, AND ABOUT 1.5 M (4.9 FT) LOWER THAN, THE
 MJ1355'CENTERLINE OF THE GRAVEL FRONTAGE ROAD, 2.0 M (6.6 FT) NORTH-NORTHWEST
 MJ1355'OF A WIRE FENCE ALONG THE INTERSTATES RIGHT-OF-WAY AND 1.7 M (5.6 FT)
 MJ1355'NORTH-NORTHWEST OF A METAL WITNESS POST. FOR MORE INFORMATION CONTACT
 MJ1355'MR. JOHN MUNSON III, POTTAWATTAMIE COUNTY ENGINEERING DEPARTMENT, 223
 MJ1355'SOUTH SIXTH STREET, COUNCIL BLUFFS, IA 51501.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1353 ***********************************************************************
 MJ1353  DESIGNATION -  POTTAWATTAMIE CBL 1400
 MJ1353  PID         -  MJ1353
 MJ1353  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1353  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1353
 MJ1353                         *CURRENT SURVEY CONTROL
 MJ1353  ___________________________________________________________________
 MJ1353* NAD 83(1986)-  41 21 09.     (N)    095 54 28.     (W)     SCALED    
 MJ1353* NAVD 88     -       299.787  (meters)     983.55   (feet)  ADJUSTED  
 MJ1353  ___________________________________________________________________
 MJ1353  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 MJ1353  DYNAMIC HT  -         299.657 (meters)     983.12  (feet)  COMP
 MJ1353  MODELED GRAV-     980,184.2   (mgal)                       NAVD 88
 MJ1353
 MJ1353  VERT ORDER  -  FIRST     CLASS II
 MJ1353
 MJ1353.The horizontal coordinates were scaled from a topographic map and have
 MJ1353.an estimated accuracy of +/- 6 seconds.
 MJ1353
 MJ1353.The orthometric height was determined by differential leveling
 MJ1353.and adjusted by the National Geodetic Survey in June 1991..
 MJ1353
 MJ1353.The geoid height was determined by GEOID03.
 MJ1353
 MJ1353.The dynamic height is computed by dividing the NAVD 88
 MJ1353.geopotential number by the normal gravity value computed on the
 MJ1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1353.degrees latitude (g = 980.6199 gals.).
 MJ1353
 MJ1353.The modeled gravity was interpolated from observed gravity values.
 MJ1353
 MJ1353;                    North         East    Units  Estimated Accuracy
 MJ1353;SPC IA S     -   152,980.      298,540.      MT  (+/- 180 meters Scaled)
 MJ1353
 MJ1353                          SUPERSEDED SURVEY CONTROL
 MJ1353
 MJ1353.No superseded survey control is available for this station.
 MJ1353
 MJ1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF567819(NAD 83)
 MJ1353_MARKER: DQ = CALIBRATION BASE LINE DISK
 MJ1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1353_SP_SET: CONCRETE POST
 MJ1353_STAMPING: 1400 1983
 MJ1353_MARK LOGO: NGS   
 MJ1353_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1353+STABILITY: SURFACE MOTION
 MJ1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1353+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 MJ1353
 MJ1353  HISTORY     - Date     Condition        Report By
 MJ1353  HISTORY     - 1983     MONUMENTED       NGS
 MJ1353  HISTORY     - 19890822 GOOD             NGS
 MJ1353  HISTORY     - 19920717 GOOD             NGS
 MJ1353
 MJ1353                          STATION DESCRIPTION
 MJ1353
 MJ1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1353'4.2 KM (2.60 MI) WESTERLY ALONG MORMAN BRIDGE ROAD AND INTERSTATE
 MJ1353'HIGHWAY 680 FROM ITS JUNCTION WITH STATE HIGHWAY 183 IN CRESCENT,
 MJ1353'31.5 M (103.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 MJ1353'THE HIGHWAY, 12.1 M (39.7 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD,
 MJ1353'1.8 M (5.9 FT) BELOW THE LEVEL OF THE GRAVELED ROAD, 1.5 M (4.9 FT)
 MJ1353'NORTH OF A RIGHT-OF-WAY FENCE, AND IN A CONCRETE MONUMENT THAT
 MJ1353'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 MJ1353
 MJ1353                          STATION RECOVERY (1992)
 MJ1353
 MJ1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (KM)
 MJ1353'MARK IS A COMPONENT OF THE POTTAWATTAMIE CALIBRATION BASE LINE,
 MJ1353'LOCATED ABOUT 10 KM (6.2 MI) NORTH-NORTHWEST OF COUNCIL BLUFFS, IOWA,
 MJ1353'9.7 KM (6.0 MI) NORTH-NORTHEAST OF OMAHA, NEBRASKA, AND 4.8 KM (3.0
 MJ1353'MI) WEST OF CRESCENT, IOWA, ALONG THE SOUTHERN EDGE OF A GRAVEL
 MJ1353'FRONTAGE ROAD RUNNING ALONG THE NORTHERN SIDE OF INTERSTATE HIGHWAY
 MJ1353'680 IN SECTION 28 T 76 N R 44 W. TO REACH FROM THE JUNCTION OF
 MJ1353'INTERSTATE HIGHWAYS 680 AND 29, LOCATED ABOUT 10 KM (6.2 MI) NORTH OF
 MJ1353'COUNCIL BLUFFS, GO WEST-SOUTHWEST ON INTERSTATE HIGHWAY 680 FOR 2.5 KM
 MJ1353'(1.6 MI) TO THE EXIT RAMP FOR A COUNTY ROAD (EXIT 1).  TAKE THE EXIT
 MJ1353'RAMP AND GO WEST-NORTHWEST FOR 0.6 KM (0.4 MI) TO A STOP SIGN AND
 MJ1353'T-INTERSECTION.  TURN RIGHT AND GO NORTHERLY ON A GRAVEL ROAD FOR 0.1
 MJ1353'KM (0.1 MI) TO A GRAVEL T-INTERSECTION.  TURN RIGHT AND GO EASTERLY
 MJ1353'FOR 2.6 KM (1.6 MI) TO THE MARK ON THE RIGHT. MARK IS A PLAIN 5 CM (2
 MJ1353'IN) BRASS DISK SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE
 MJ1353'POST PROJECTING 10 CM (4 IN) ABOVE GROUND SURFACE.  IT IS 20.7 M (67.9
 MJ1353'FT) NORTH-NORTHWEST OF THE NORTH EDGE OF THE WESTBOUND LANES OF
 MJ1353'INTERSTATE HIGHWAY 680, 10.9 M (35.8 FT) SOUTH-SOUTHEAST OF, AND ABOUT
 MJ1353'1.5 M (4.9 FT) LOWER THAN, THE CENTERLINE OF THE GRAVEL FRONTAGE ROAD
 MJ1353'AND 1.3 M (4.3 FT) NORTH-NORTHWEST OF A METAL WITNESS POST. FOR MORE
 MJ1353'INFORMATION CONTACT MR. JOHN MUNSON III, POTTAWATTAMIE COUNTY
 MJ1353'ENGINEERING DEPARTMENT, 223 SOUTH SIXTH STREET, COUNCIL BLUFFS, IA
 MJ1353'51501.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1354 ***********************************************************************
 MJ1354  DESIGNATION -  POTTAWATTAMIE CBL 430
 MJ1354  PID         -  MJ1354
 MJ1354  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1354  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1354
 MJ1354                         *CURRENT SURVEY CONTROL
 MJ1354  ___________________________________________________________________
 MJ1354* NAD 83(1986)-  41 20 56.     (N)    095 55 07.     (W)     SCALED    
 MJ1354* NAVD 88     -       299.844  (meters)     983.74   (feet)  ADJUSTED  
 MJ1354  ___________________________________________________________________
 MJ1354  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 MJ1354  DYNAMIC HT  -         299.715 (meters)     983.32  (feet)  COMP
 MJ1354  MODELED GRAV-     980,184.3   (mgal)                       NAVD 88
 MJ1354
 MJ1354  VERT ORDER  -  FIRST     CLASS II
 MJ1354
 MJ1354.The horizontal coordinates were scaled from a topographic map and have
 MJ1354.an estimated accuracy of +/- 6 seconds.
 MJ1354
 MJ1354.The orthometric height was determined by differential leveling
 MJ1354.and adjusted by the National Geodetic Survey in June 1991..
 MJ1354
 MJ1354.The geoid height was determined by GEOID03.
 MJ1354
 MJ1354.The dynamic height is computed by dividing the NAVD 88
 MJ1354.geopotential number by the normal gravity value computed on the
 MJ1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1354.degrees latitude (g = 980.6199 gals.).
 MJ1354
 MJ1354.The modeled gravity was interpolated from observed gravity values.
 MJ1354
 MJ1354;                    North         East    Units  Estimated Accuracy
 MJ1354;SPC IA S     -   152,610.      297,620.      MT  (+/- 180 meters Scaled)
 MJ1354
 MJ1354                          SUPERSEDED SURVEY CONTROL
 MJ1354
 MJ1354.No superseded survey control is available for this station.
 MJ1354
 MJ1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF558815(NAD 83)
 MJ1354_MARKER: DQ = CALIBRATION BASE LINE DISK
 MJ1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1354_SP_SET: CONCRETE POST
 MJ1354_STAMPING: 430 1983
 MJ1354_MARK LOGO: NGS   
 MJ1354_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1354+STABILITY: SURFACE MOTION
 MJ1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1354+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 MJ1354
 MJ1354  HISTORY     - Date     Condition        Report By
 MJ1354  HISTORY     - 1983     MONUMENTED       NGS
 MJ1354  HISTORY     - 19890822 GOOD             NGS
 MJ1354  HISTORY     - 19920717 GOOD             NGS
 MJ1354
 MJ1354                          STATION DESCRIPTION
 MJ1354
 MJ1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1354'5.2 KM (3.25 MI) WESTERLY ALONG MORMON BRIDGE ROAD AND INTERSTATE
 MJ1354'HIGHWAY 680 FROM ITS JUNCTION WITH STATE HIGHWAY 183 IN CRESCENT,
 MJ1354'31.8 M (104.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 MJ1354'THE HIGHWAY, 10.8 M (35.4 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD,
 MJ1354'1.8 M (5.9 FT) NORTH OF A RIGHT-OF-WAY FENCE, 1.6 M (5.2 FT) BELOW
 MJ1354'THE LEVEL OF THE GRAVELED ROAD, AND IN A CONCRETE MONUMENT THAT
 MJ1354'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 MJ1354
 MJ1354                          STATION RECOVERY (1992)
 MJ1354
 MJ1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (KM)
 MJ1354'MARK IS A COMPONENT OF THE POTTAWATTAMIE CALIBRATION BASE LINE,
 MJ1354'LOCATED ABOUT 10 KM (6.2 MI) NORTH-NORTHWEST OF COUNCIL BLUFFS, IOWA,
 MJ1354'9.7 KM (6.0 MI) NORTH-NORTHEAST OF OMAHA, NEBRASKA, AND 4.8 KM (3.0
 MJ1354'MI) WEST OF CRESCENT, IOWA, ALONG THE SOUTHERN EDGE OF A GRAVEL
 MJ1354'FRONTAGE ROAD RUNNING ALONG THE NORTHERN SIDE OF INTERSTATE HIGHWAY
 MJ1354'680 IN SECTION 29 T 76 N R 44 W. TO REACH FROM THE JUNCTION OF
 MJ1354'INTERSTATE HIGHWAYS 680 AND 29, LOCATED ABOUT 10 KM (6.2 MI) NORTH OF
 MJ1354'COUNCIL BLUFFS, GO WEST-SOUTHWEST ON INTERSTATE HIGHWAY 680 FOR 2.5 KM
 MJ1354'(1.6 MI) TO THE EXIT RAMP FOR A COUNTY ROAD (EXIT 1).  TAKE THE EXIT
 MJ1354'RAMP AND GO WEST-NORTHWEST FOR 0.6 KM (0.4 MI) TO A STOP SIGN AND
 MJ1354'T-INTERSECTION.  TURN RIGHT AND GO NORTHERLY ON A GRAVEL ROAD FOR 0.1
 MJ1354'KM (0.1 MI) TO A GRAVEL T-INTERSECTION.  TURN RIGHT AND GO EASTERLY
 MJ1354'FOR 1.6 KM (1.0 MI) TO THE MARK ON THE RIGHT. MARK IS A PLAIN 5 CM (2
 MJ1354'IN) BRASS DISK SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE
 MJ1354'POST PROJECTING 20 CM (8 IN) ABOVE GROUND SURFACE.  IT IS 10.6 M (34.8
 MJ1354'FT) SOUTH-SOUTHEAST OF, AND ABOUT 1.5 M (4.9 FT) LOWER THAN, THE
 MJ1354'CENTERLINE OF THE GRAVEL FRONTAGE ROAD, 1.8 M (5.9 FT) NORTH-NORTHWEST
 MJ1354'OF A WIRE FENCE ALONG THE INTERSTATES RIGHT-OF-WAY AND 1.6 M (5.2 FT)
 MJ1354'NORTH-NORTHWEST OF A METAL WITNESS POST. FOR MORE INFORMATION CONTACT
 MJ1354'MR. JOHN MUNSON III, POTTAWATTAMIE COUNTY ENGINEERING DEPARTMENT, 223
 MJ1354'SOUTH SIXTH STREET, COUNCIL BLUFFS, IA 51501.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0709 ***********************************************************************
 NJ0709  DESIGNATION -  POTTEBAUM
 NJ0709  PID         -  NJ0709
 NJ0709  STATE/COUNTY-  IA/CLAYTON
 NJ0709  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0709
 NJ0709                         *CURRENT SURVEY CONTROL
 NJ0709  ___________________________________________________________________
 NJ0709* NAD 83(1996)-  42 39 39.08557(N)    091 03 51.48831(W)     ADJUSTED  
 NJ0709* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 NJ0709  ___________________________________________________________________
 NJ0709  LAPLACE CORR-          -6.49  (seconds)                    DEFLEC99
 NJ0709  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 NJ0709
 NJ0709  HORZ ORDER  -  FIRST
 NJ0709
 NJ0709.The horizontal coordinates were established by classical geodetic methods
 NJ0709.and adjusted by the National Geodetic Survey in May 1999..
 NJ0709
 NJ0709.The orthometric height was scaled from a topographic map.
 NJ0709
 NJ0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0709
 NJ0709.The geoid height was determined by GEOID03.
 NJ0709
 NJ0709;                    North         East     Units Scale Factor Converg.
 NJ0709;SPC IA N     - 1,131,820.336 1,699,659.434   MT  0.99994537   +1 39 02.8
 NJ0709;SPC WI S     -    73,972.825   512,741.014   MT  1.00001540   -0 43 52.6
 NJ0709;SPC WI S     -   242,692.51  1,682,217.81   sFT  1.00001540   -0 43 52.6
 NJ0709;UTM  15      - 4,724,971.037   658,643.005   MT  0.99990964   +1 18 43.2
 NJ0709
 NJ0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0709!SPC IA N     -   0.99995025  x   0.99994537  =   0.99989562
 NJ0709!SPC WI S     -   0.99995025  x   1.00001540  =   0.99996565
 NJ0709!UTM  15      -   0.99995025  x   0.99990964  =   0.99985989
 NJ0709
 NJ0709:                Primary Azimuth Mark                     Grid Az
 NJ0709:SPC IA N     -  LANCASTER CO COURTHOUSE DOME             052 39 19.7
 NJ0709:SPC WI S     -  LANCASTER CO COURTHOUSE DOME             055 02 15.1
 NJ0709:UTM  15      -  LANCASTER CO COURTHOUSE DOME             052 59 39.3
 NJ0709
 NJ0709|---------------------------------------------------------------------|
 NJ0709| PID    Reference Object                     Distance      Geod. Az  |
 NJ0709|                                                           dddmmss.s |
 NJ0709| NJ0922 LANCASTER CO COURTHOUSE DOME        APPROX.35.6 KM 0541822.5 |
 NJ0709| NJ0918 LANCASTER CO HOSP AND HOME TK       APPROX.36.1 KM 0592014.5 |
 NJ0709| CI6995 POTTEBAUM RM 3                       24.042 METERS 06923     |
 NJ0709| CI6993 POTTEBAUM RM 1                       19.321 METERS 09529     |
 NJ0709| CI6996 POTTEBAUM RM 4                       19.306 METERS 09537     |
 NJ0709| NJ0952 BALLTOWN ST FRANCIS CATH CH         APPROX.16.3 KM 0991313.1 |
 NJ0709| NJ0956 HOLY CROSS CATH CH SPIRE            APPROX. 8.6 KM 1401811.6 |
 NJ0709| NJ0955 BANKSTON ST CLEMENTS CATH CH        APPROX.17.9 KM 1515604.1 |
 NJ0709| NJ0711 LUXEMBURG HOLY TRINITY CATH CH      APPROX. 6.6 KM 1872138.6 |
 NJ0709| NJ0718 PETERSBURG ST PET PAUL CATH CH      APPROX.17.0 KM 2261709.0 |
 NJ0709| CI6992 POTTEBAUM AZ MK                                    2695423.9 |
 NJ0709| CI6994 POTTEBAUM RM 2                       16.819 METERS 32802     |
 NJ0709| NJ0697 GARNAVILLO MUNICIPAL TANK           APPROX.27.0 KM 3285328.3 |
 NJ0709|---------------------------------------------------------------------|
 NJ0709
 NJ0709                          SUPERSEDED SURVEY CONTROL
 NJ0709
 NJ0709  NAD 83(1996)-  42 39 39.08562(N)    091 03 51.48831(W) AD(       ) 1
 NJ0709  NAD 83(1996)-  42 39 39.07858(N)    091 03 51.48115(W) AD(       ) 1
 NJ0709  NAD 83(1986)-  42 39 39.07749(N)    091 03 51.48399(W) AD(       ) 1
 NJ0709  NAD 27      -  42 39 39.09370(N)    091 03 51.02370(W) AD(       ) 1
 NJ0709
 NJ0709.Superseded values are not recommended for survey control.
 NJ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0709.See file dsdata.txt to determine how the superseded data were derived.
 NJ0709
 NJ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5864324971(NAD 83)
 NJ0709_MARKER: DS = TRIANGULATION STATION DISK
 NJ0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0709
 NJ0709  HISTORY     - Date     Condition        Report By
 NJ0709  HISTORY     - 1931     MONUMENTED       CGS
 NJ0709  HISTORY     - 1934     GOOD             IAGS
 NJ0709  HISTORY     - 1935     GOOD             CGS
 NJ0709  HISTORY     - 1956     GOOD             LOCENG
 NJ0709  HISTORY     - 1973     GOOD             NGS
 NJ0709
 NJ0709                          STATION DESCRIPTION
 NJ0709
 NJ0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 NJ0709'THIS STATION IS ABOUT 4 MILES N OF LUXEMBURG AND 9 MILES S OF
 NJ0709'GUTTENBERG, NEAR N 1/2 CORNER SEC. 34, MILLVILLE TOWNSHIP, ON
 NJ0709'LAND OWNED BY JOHN POTTEBAUM WHO LIVES 1 MILE SW.  REACHED FROM
 NJ0709'GUTTENBERG BY ROUTE 55, 10 MILES S TO A DIRT CROSS ROAD.  TURN
 NJ0709'E ON DIRT ROAD 0.5 MILE TO CORNER WHERE IT TURNS S, ALSO REACHED
 NJ0709'FROM DUBUQUE BY ROUTE 55 NW TO LUXEMBURG AND THENCE N ON ROUTE
 NJ0709'55, 4 MILES TO DIRT CROSS ROAD AND THEN AS ABOVE.
 NJ0709'
 NJ0709'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 NJ0709'DISKS SET IN CONCRETE.
 NJ0709'
 NJ0709'STATION IS IN THE NE CORNER OF PASTURE APPROXIMATELY 0.5 MILE
 NJ0709'E OF ROUTE 55 WHERE THE E-W DIRT ROAD RUNNING OFF THE HIGHWAY
 NJ0709'MAKES A CURVE TO THE S, 8.5 METERS (28 FEET) S OF CENTER LINE
 NJ0709'OF E-W ROAD, 3.2 METERS (10 FEET) S OF E-W FENCE LINE, 14
 NJ0709'METERS (46 FEET) W OF CENTER LINE OF N-S ROAD, 7.9 METERS
 NJ0709'(26 FEET) W OF N-S FENCE LINE, 16.6 METERS (54 FEET) SW OF THE
 NJ0709'1/2 SEC. CORNER STONE MENTIONED ABOVE.
 NJ0709'
 NJ0709'REFERENCE MARK NO. 1 IS 19.35 METERS (63.5 FEET) E OF STATION
 NJ0709'IN THE N-S FENCE LINE ON THE E SIDE OF THE N-S ROAD, 6.4 METERS
 NJ0709'(21 FEET) E OF THE CENTER LINE OF N-S ROAD.  REFERENCE MARK
 NJ0709'NO. 2 IS 16.82 METERS (55.2 FEET) NW OF STATION IN THE E-W FENCE
 NJ0709'LINE N OF THE E-W ROAD.
 NJ0709
 NJ0709                          STATION RECOVERY (1934)
 NJ0709
 NJ0709'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 NJ0709'STATION AND REFERENCES FOUND IN GOOD SHAPE.
 NJ0709
 NJ0709                          STATION RECOVERY (1935)
 NJ0709
 NJ0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0709'STATION FOUND AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 NJ0709'CONDITION.  REFERENCE MARK NO. 1 FAILED TO CHECK THE OLD DISTANCE
 NJ0709'BY 0.1 FOOT, AND THE DIRECTION 3 MINUTES.
 NJ0709'
 NJ0709'THE STATION IS 4 MILES N AND 1/2 MILE E OF LUXEMBURG AND ABOUT
 NJ0709'9 MILES S OF GUTTENBERG, NEAR THE N 1/2 CORNER SEC. 34, T 91 N,
 NJ0709'R 2 W, ON LAND OWNED BY JOHN POTTEBAUM WHO LIVES 1 MILE SW.
 NJ0709'THE STATION IS IN THE NE CORNER OF PASTURE, 0.5 MILE E OF
 NJ0709'U.S. HIGHWAY 52 WHERE THE E-W ROAD RUNNING OFF THE HIGHWAY
 NJ0709'MAKES A CURVE TO THE S, 43 FEET W OF CENTER LINE OF N-S ROAD,
 NJ0709'45 FEET S OF CENTER LINE OF E-W ROAD.  THE MARK
 NJ0709'PROJECTS 2 INCHES.
 NJ0709'
 NJ0709'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT W OF E
 NJ0709'RIGHT-OF-WAY FENCE LINE, 15 FEET S OF NW FENCE CORNER.  THE
 NJ0709'MARK IS ACCORDING TO NOTE 11A AND PROJECTS 4 INCHES.  REFERENCE
 NJ0709'MARK NO. 2 IS NW OF THE STATION IN N RIGHT-OF-WAY FENCE LINE
 NJ0709'OF E-W ROAD, 25 FEET W OF 16-INCH OAK TREE IN RIGHT-OF-WAY.
 NJ0709'THE MARK PROJECTS 5 INCHES.
 NJ0709'
 NJ0709'THE AZIMUTH MARK WAS SET AT THIS TIME AND IS STAMPED 1935.
 NJ0709'THE MARK IS W OF THE STATION AND 0.25 MILE E OF U.S. HIGHWAY
 NJ0709'52, 2 FEET S OF E-W ROAD RIGHT-OF-WAY FENCE LINE, 1 FOOT E OF
 NJ0709'N-S FENCE LINE.  THE MARK PROJECTS
 NJ0709'3 INCHES.  CONSIDERABLE CLEARING REQUIRED TO SEE MARK FROM GROUND
 NJ0709'AT THE STATION.
 NJ0709'
 NJ0709'TO REACH THE STATION FROM LUXEMBURG, GO N FROM THE CHURCH ON
 NJ0709'U.S. HIGHWAY 52 FOR 4 MILES TO DIRT ROAD TO E, THENCE E 0.5
 NJ0709'MILE TO TURN S AND STATION IN SW ANGLE.
 NJ0709'
 NJ0709'LIGHTS 87 FEET ABOVE STATION COLESBURG COME INTO VIEW 64 FEET
 NJ0709'ABOVE THIS STATION.
 NJ0709'
 NJ0709'LIGHTS 100 FEET ABOVE STATION WALKE 1931 COME INTO VIEW 64
 NJ0709'FEET ABOVE THIS STATION.
 NJ0709'
 NJ0709'LIGHTS 47 FEET ABOVE STATION MUMM 1931 COME INTO VIEW 50 FEET
 NJ0709'ABOVE THIS STATION.
 NJ0709
 NJ0709                          STATION RECOVERY (1956)
 NJ0709
 NJ0709'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956 (PHT)
 NJ0709'FOUND STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2.
 NJ0709'STATION MARK AND REFERENCE MARK 1 WERE NOT CHANGED.  REFERENCE
 NJ0709'MARK 2 WAS NOT DISTURBED BUT IS NOW 1.19 FT. UNDER THE ROAD
 NJ0709'BED.
 NJ0709
 NJ0709                          STATION RECOVERY (1973)
 NJ0709
 NJ0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NJ0709'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 NJ0709'IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND TILTED TO THE
 NJ0709'SOUTH AND REFERENCE MARK 2 WAS NOT FOUND.  REFERENCE MARKS 3
 NJ0709'AND 4 WERE ESTABLISHED THIS DATE.  A COMPLETE NEW DESCRIPTION
 NJ0709'FOLLOWS--
 NJ0709'
 NJ0709'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF LUXEMBURG AND
 NJ0709'9 MILES SOUTH OF GUTTENBURG, NEAR THE NORTH 1/2 CORNER SECTION
 NJ0709'34, MILLVILLE TOWNSHIP.
 NJ0709'
 NJ0709'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT SCHILLER STREET
 NJ0709'AND U.S. HIGHWAY 52, JUST WEST OF THE BUSINESS DISTRICT AT
 NJ0709'GUTTENBURG, GO SOUTH ON HIGHWAY 52 FOR 5.70 MILES TO TURKEY
 NJ0709'RIVER.  CONTINUE SOUTH ON HIGHWAY 52 FOR 3.70 MILES TO A SIDE
 NJ0709'ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON A GRAVELED ROAD
 NJ0709'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 NJ0709'EAST ON THE GRAVELED ROAD FOR 0.25 MILE TO WHERE THE ROAD
 NJ0709'CURVES SOUTH AND THE SATION ON THE RIGHT.
 NJ0709'
 NJ0709'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED POTTEBAUM 1931,
 NJ0709'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 NJ0709'IS FLUSH WITH THE GROUND SURFACE.  IT IS 22 FEET EAST OF A
 NJ0709'TELEPHONE POLE, 20 FEET SOUTHWEST OF THE CENTER OF THE ROAD CURVE,
 NJ0709'2 FEET NORTH OF A METAL WITNESS POST, 1 FOOT SOUTHWEST OF
 NJ0709'A CORNER FENCE AND GATE POST AND 6 INCHES WEST OF A FENCE.
 NJ0709'UNDERGROUND MARK WAS NOT INSPECTED.
 NJ0709'
 NJ0709'REFERENCE MARK 3 IS A STANDARD DISK STAMPED POTTEBAUM 1931
 NJ0709'NO 3 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 NJ0709'WITH A 10-INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN
 NJ0709'A PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NJ0709'45 FEET EAST OF THE EDGE AND NORTH SIDE OF THE GRAVELED ROAD
 NJ0709'AT CURVE, 1.5 FEET NORTH OF THE NORTH END GATE POST AND 1 FOOT
 NJ0709'SOUTH OF A METAL WITNESS POST.
 NJ0709'
 NJ0709'REFERENCE MARK 4 IS A STANDARD DISK STAMPED POTTEBAUM 1931
 NJ0709'NO 4 1973, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 NJ0709'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 19 FEET
 NJ0709'EAST OF THE CENTER OF THE GRAVELED ROAD AND 10 FEET WEST OF A
 NJ0709'NORTH-SOUTH FENCE.
 NJ0709'
 NJ0709'THE AZIMUTH MARK IS A STANDARD DISK STAMPED POTTEBAUM 1931,
 NJ0709'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 NJ0709'FLUSH WITH THE GROUND SURFACE.  IT IS 15.5 FEET SOUTH OF THE
 NJ0709'GRAVELED ROAD, 15 FEET NORTH OF A T-FENCE JUNCTION, 10 FEET
 NJ0709'WEST OF THE CENTER OF A FIELD APPROACH AND 1 FOOT NORTH OF A
 NJ0709'METAL WITNESS POST.
 NJ0709'
 NJ0709'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 NJ0709'NORTH OF LUXEMBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0557 ***********************************************************************
 NK0557  CBN         -  This is a Cooperative Base Network Control Station.
 NK0557  DESIGNATION -  PRATT
 NK0557  PID         -  NK0557
 NK0557  STATE/COUNTY-  IA/BENTON
 NK0557  USGS QUAD   -  GARRISON (1971)
 NK0557
 NK0557                         *CURRENT SURVEY CONTROL
 NK0557  ___________________________________________________________________
 NK0557* NAD 83(1996)-  42 12 38.34972(N)    092 12 42.60082(W)     ADJUSTED  
 NK0557* NAVD 88     -       298.2    (meters)     978.     (feet)  GPS OBS   
 NK0557  ___________________________________________________________________
 NK0557  X           -    -182,608.734 (meters)                     COMP
 NK0557  Y           -  -4,727,983.182 (meters)                     COMP
 NK0557  Z           -   4,263,142.781 (meters)                     COMP
 NK0557  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 NK0557  ELLIP HEIGHT-         267.06  (meters)          (06/15/04) GPS OBS
 NK0557  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 NK0557
 NK0557  HORZ ORDER  -  B
 NK0557  ELLP ORDER  -  FOURTH    CLASS I
 NK0557
 NK0557.The horizontal coordinates were established by GPS observations
 NK0557.and adjusted by the National Geodetic Survey in August 1997..
 NK0557
 NK0557.The orthometric height was determined by GPS observations and a
 NK0557.high-resolution geoid model.
 NK0557
 NK0557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0557
 NK0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0557
 NK0557.The ellipsoidal height was determined by GPS observations
 NK0557.and is referenced to NAD 83.
 NK0557
 NK0557.The geoid height was determined by GEOID03.
 NK0557
 NK0557;                    North         East     Units Scale Factor Converg.
 NK0557;SPC IA N     - 1,079,746.986 1,606,366.286   MT  0.99997698   +0 52 23.0
 NK0557;UTM  15      - 4,673,465.834   565,058.548   MT  0.99965208   +0 31 46.4
 NK0557
 NK0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0557!SPC IA N     -   0.99995812  x   0.99997698  =   0.99993510
 NK0557!UTM  15      -   0.99995812  x   0.99965208  =   0.99961021
 NK0557
 NK0557|---------------------------------------------------------------------|
 NK0557| PID    Reference Object                     Distance      Geod. Az  |
 NK0557|                                                           dddmmss.s |
 NK0557| CI6998 PRATT RM 1                           13.357 METERS 09047     |
 NK0557| NK0558 DYSART MUNICIPAL TANK               APPROX. 9.0 KM 2394342.9 |
 NK0557| CI6999 PRATT RM 2                            9.272 METERS 27006     |
 NK0557|---------------------------------------------------------------------|
 NK0557
 NK0557                          SUPERSEDED SURVEY CONTROL
 NK0557
 NK0557  ELLIP H (08/25/97)  267.10   (m)                       GP(       ) 4 1
 NK0557  NAD 83(1986)-  42 12 38.34519(N)    092 12 42.60044(W) AD(       ) 2
 NK0557  NAD 27      -  42 12 38.36732(N)    092 12 41.93733(W) AD(       ) 2
 NK0557  NGVD 29 (07/19/86)  298.5    (m)          979.     (f) VERT ANG       
 NK0557
 NK0557.Superseded values are not recommended for survey control.
 NK0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0557.See file dsdata.txt to determine how the superseded data were derived.
 NK0557
 NK0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG6505973466(NAD 83)
 NK0557_MARKER: DD = SURVEY DISK
 NK0557_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 NK0557_STAMPING: ET PRATT 1970
 NK0557_MARK LOGO: USGS  
 NK0557_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0557+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1996
 NK0557
 NK0557  HISTORY     - Date     Condition        Report By
 NK0557  HISTORY     - 1970     MONUMENTED       USGS
 NK0557  HISTORY     - 19960104 GOOD             IADT
 NK0557
 NK0557                          STATION DESCRIPTION
 NK0557
 NK0557'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0557'THE STATION IS ABOUT 5.6 MI NE. OF DYSART, ABOUT 300 FT W. OF THE
 NK0557'S. QUARTER COR. OF SEC. 35, TS. 85 AND 86 N., R. 12 W., ON A SMALL
 NK0557'RISE.
 NK0557'
 NK0557'TO REACH FROM THE JCT. OF ST. HWY. 8 AND ST. HWY. 21 ABOUT 1/2 MI
 NK0557'NE. OF DYSART, GO E. ON ST. HWY. 8 FOR 5.0 MI TO THE JCT. OF
 NK0557'U.S. HWY. 218, TURN N. AND FOLLOW U.S. HWY. 218 FOR 2.0 MI TO A
 NK0557'CROSSROAD, TURN LEFT AND GO W. FOR ABOUT 0.5 MI TO THE STATION ON
 NK0557'THE LEFT ON TOP OF A SMALL RISE.
 NK0557'
 NK0557'THE STATION MARK, STAMPED ET PRATT 1970, IS 31 FT S. AND 280 FT
 NK0557'W. CENTER RD. AT FENCE N., 2 FT N. OF S. RIGHT-OF-WAY FENCE AND
 NK0557'2 FT N. OF USGS WITNESS POST.
 NK0557'
 NK0557'REFERENCE MARK NO. 1, STAMPED PRATT NO 1 1970 IS E. OF THE STATION,
 NK0557'31 FT S. AND 236 FT W. OF THE CENTER RD. AT FENCE N., 2 FT N. OF
 NK0557'S. RIGHT-OF-WAY FENCE.
 NK0557'
 NK0557'REFERENCE MARK NO. 2, PRATT NO 2 1970 IS W. OF THE STATION, 31 FT
 NK0557'S. AND 310 FT W. OF CENTER RD. AT FENCE N., 2 FT N. OF THE
 NK0557'S. RIGHT-OF-WAY FENCE.
 NK0557'
 NK0557'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0557'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NK0557'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE SET FLUSH WITH THE
 NK0557'GROUND.
 NK0557'
 NK0557'NO AZIMUTH MARK WAS SET.
 NK0557'
 NK0557'REFERENCE AZIMUTH USED - DYSART M.W.T.  POINT OBSERVED WAS FINIAL
 NK0557'OF DYSART M.W.T. LOCATED ABOUT 170 FT N. AND ABOUT 115 FT E. OF
 NK0557'INTERSECTION OF CORNNELL STREET AND MAIN STREET IN DYSART.  THE
 NK0557'TANK WAS BUILT IN 1910 AND IS PAINTED ALUMINUM, T. 85 N., R. 13
 NK0557'W., ABOUT 0.4 MI N. AND ABOUT 0.1 MI E. OF THE QUARTER COR.
 NK0557'BETWEEN SECS. 13 AND 24.
 NK0557'
 NK0557'STANDARD BRACED TRIPOD USED.
 NK0557
 NK0557                          STATION RECOVERY (1996)
 NK0557
 NK0557'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (HAT)
 NK0557'RECOVERED AS DESCRIBED IN 1996 BY IOWA DOT.  A PINK STATE HARN SURVEY
 NK0557'SIGN WAS SET 0.5 M (1.6 FT) SOUTH OF THE MONUMENT IN THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1296 ***********************************************************************
 LF1296  DESIGNATION -  PRESCOTT
 LF1296  PID         -  LF1296
 LF1296  STATE/COUNTY-  IA/ADAMS
 LF1296  USGS QUAD   -  LENOX (1980)
 LF1296
 LF1296                         *CURRENT SURVEY CONTROL
 LF1296  ___________________________________________________________________
 LF1296* NAD 83(1996)-  40 58 44.82182(N)    094 37 23.52217(W)     ADJUSTED  
 LF1296* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 LF1296  ___________________________________________________________________
 LF1296  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 LF1296  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LF1296
 LF1296  HORZ ORDER  -  FIRST
 LF1296
 LF1296.The horizontal coordinates were established by classical geodetic methods
 LF1296.and adjusted by the National Geodetic Survey in May 1999..
 LF1296
 LF1296.The orthometric height was scaled from a topographic map.
 LF1296
 LF1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1296
 LF1296.The geoid height was determined by GEOID03.
 LF1296
 LF1296;                    North         East     Units Scale Factor Converg.
 LF1296;SPC IA S     -   109,339.447   405,476.292   MT  0.99995582   -0 44 23.5
 LF1296;UTM  15      - 4,537,707.590   363,440.673   MT  0.99982952   -1 03 52.7
 LF1296
 LF1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1296!SPC IA S     -   0.99994456  x   0.99995582  =   0.99990039
 LF1296!UTM  15      -   0.99994456  x   0.99982952  =   0.99977409
 LF1296
 LF1296|---------------------------------------------------------------------|
 LF1296| PID    Reference Object                     Distance      Geod. Az  |
 LF1296|                                                           dddmmss.s |
 LF1296| CL8208 PRESCOTT RM 1                        11.104 METERS 08942     |
 LF1296| LF1298 PRESCOTT 2 AZ MK                    APPROX. 0.8 KM 0905404.1 |
 LF1296| LF1299 PRESCOTT 2                           59.773 METERS 09711     |
 LF1296| LF1303 MICROWAVE TWR KAO 52 S CORNING      APPROX. 9.5 KM 2272557.4 |
 LF1296| CL8209 PRESCOTT RM 2                         8.095 METERS 26952     |
 LF1296| CL8207 PRESCOTT AZ MK                                     2714011.1 |
 LF1296|---------------------------------------------------------------------|
 LF1296
 LF1296                          SUPERSEDED SURVEY CONTROL
 LF1296
 LF1296  NAD 83(1986)-  40 58 44.82299(N)    094 37 23.55787(W) AD(       ) 1
 LF1296  NAD 27      -  40 58 44.86790(N)    094 37 22.67220(W) AD(       ) 1
 LF1296
 LF1296.Superseded values are not recommended for survey control.
 LF1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1296.See file dsdata.txt to determine how the superseded data were derived.
 LF1296
 LF1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF6344137708(NAD 83)
 LF1296_MARKER: DS = TRIANGULATION STATION DISK
 LF1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1296
 LF1296  HISTORY     - Date     Condition        Report By
 LF1296  HISTORY     - 1958     MONUMENTED       CGS
 LF1296  HISTORY     - 1971     GOOD             NGS
 LF1296
 LF1296                          STATION DESCRIPTION
 LF1296
 LF1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LF1296'THE STATION IS ABOUT 5-1/2 MILES EAST OF CORNING AND ABOUT 3-1/2
 LF1296'MILES SOUTH-SOUTHWEST OF PRESCOTT.  IT IS 31 FEET SOUTH OF THE
 LF1296'CENTERLINE OF U.S. HIGHWAY 34, 5 FEET EAST OF A FENCE CORNER, 86
 LF1296'FEET NORTHEAST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 2 FEET
 LF1296'NORTH OF A WIRE FENCE, 4 FEET WEST OF A WHITE WITNESS POST, 139
 LF1296'FEET EAST-SOUTHEAST OF THE CENTER OF A T-ROAD INTERSECTION AND
 LF1296'ON THE HIGHWAY RIGHT-OF-WAY.  THE MONUMENT IS FLUSH AND THE DISK
 LF1296'IS STAMPED PRESCOTT 1958.
 LF1296'
 LF1296'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LF1296'STATE HIGHWAY 148 AT THE EAST EDGE OF CORNING, GO EAST ON HIGHWAY
 LF1296'34 FOR 5.15 MILES TO THE AZIMUTH MARK ON THE LEFT, NORTH, SIDE
 LF1296'OF THE HIGHWAY.  CONTINUE EAST ON HIGHWAY 34 FOR 0.5 MILE TO THE
 LF1296'STATION ON THE RIGHT, SOUTH, SIDE OF THE HIGHWAY.
 LF1296'
 LF1296'REFERENCE MARK 1 IS 31 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 34,
 LF1296'3 FEET WEST OF A TELEPHONE POLE AND 2 FEET NORTH OF A WIRE FENCE.
 LF1296'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED PRESCOTT NO 1 1958.
 LF1296'
 LF1296'REFERENCE MARK 2 IS 31 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 LF1296'34, 68 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME HOUSE AND 21
 LF1296'FEET WEST OF A FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK
 LF1296'IS STAMPED PRESCOTT NO 2 1958.
 LF1296'
 LF1296'THE AZIMUTH MARK IS 33 FEET NORTH OF THE CENTERLINE OF HIGHWAY 34,
 LF1296'3 FEET EAST OF A WHITE WITNESS POST, 1 FOOT SOUTH OF A WIRE FENCE
 LF1296'AND 17 FEET EAST OF A FENCE CORNER.  THE MONUMENT IS FLUSH AND THE
 LF1296'DISK IS STAMPED PRESCOTT 1958.
 LF1296'
 LF1296'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LF1296
 LF1296                          STATION RECOVERY (1971)
 LF1296
 LF1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LF1296'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LF1296'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE
 LF1296'TO THE WIDENING OF U.S. HIGHWAY 34 ALL MARKS WERE MOVED AT THE
 LF1296'REQUEST OF THE IOWA STATE HIGHWAY DEPARTMENT.  THE DIRECTION
 LF1296'BETWEEN THE MICROWAVE TOWER AND THE AZIMUTH MARK CHECKED.  THE
 LF1296'DISTANCE TO REFERENCE MARK NO. FAILED TO CHECK BY 0.04 FEET AND
 LF1296'THE DIRECTION FAILED TO CHECK BY 2 MINUTES 22 SECONDS.  THE
 LF1296'DISTANCE TO REFERENCE MARK NO. 2 CHECKED BUT THE DIRECTION FAILED
 LF1296'TO CHECK BY 2 MINUTES.
 LF1296'
 LF1296'PRESCOTT 2 1971 WAS MOVED EAST OF THE ORIGINAL STATION AND THEN THE
 LF1296'OLD MARKS WERE DESTROYED.
 LF1296'
 LF1296'PRESCOTT 1958 TO PRESCOTT 2 DISTANCE WAS MEASURED WITH A
 LF1296'D10-DISTOMAT AND CHECKED WITH A 300 FOOT TAPE.
 LF1296'
 LF1296'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2
 LF1296'MILES SSW OF PRESCOTT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1299 ***********************************************************************
 LF1299  CBN         -  This is a Cooperative Base Network Control Station.
 LF1299  DESIGNATION -  PRESCOTT 2
 LF1299  PID         -  LF1299
 LF1299  STATE/COUNTY-  IA/ADAMS
 LF1299  USGS QUAD   -  LENOX (1980)
 LF1299
 LF1299                         *CURRENT SURVEY CONTROL
 LF1299  ___________________________________________________________________
 LF1299* NAD 83(1996)-  40 58 44.57938(N)    094 37 20.98549(W)     ADJUSTED  
 LF1299* NAVD 88     -       396.0    (meters)    1299.     (feet)  GPS OBS   
 LF1299  ___________________________________________________________________
 LF1299  X           -    -388,637.995 (meters)                     COMP
 LF1299  Y           -  -4,806,707.044 (meters)                     COMP
 LF1299  Z           -   4,160,906.504 (meters)                     COMP
 LF1299  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 LF1299  ELLIP HEIGHT-         365.19  (meters)          (06/15/04) GPS OBS
 LF1299  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LF1299
 LF1299  HORZ ORDER  -  B
 LF1299  ELLP ORDER  -  FOURTH    CLASS I
 LF1299
 LF1299.The horizontal coordinates were established by GPS observations
 LF1299.and adjusted by the National Geodetic Survey in August 1997..
 LF1299
 LF1299.The orthometric height was determined by GPS observations and a
 LF1299.high-resolution geoid model.
 LF1299
 LF1299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1299
 LF1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1299
 LF1299.The ellipsoidal height was determined by GPS observations
 LF1299.and is referenced to NAD 83.
 LF1299
 LF1299.The geoid height was determined by GEOID03.
 LF1299
 LF1299;                    North         East     Units Scale Factor Converg.
 LF1299;SPC IA S     -   109,331.204   405,535.491   MT  0.99995583   -0 44 21.8
 LF1299;UTM  15      - 4,537,699.012   363,499.817   MT  0.99982932   -1 03 51.0
 LF1299
 LF1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1299!SPC IA S     -   0.99994272  x   0.99995583  =   0.99989855
 LF1299!UTM  15      -   0.99994272  x   0.99982932  =   0.99977205
 LF1299
 LF1299:                Primary Azimuth Mark                     Grid Az
 LF1299:SPC IA S     -  PRESCOTT 2 AZ MK                         091 06 36.0
 LF1299:UTM  15      -  PRESCOTT 2 AZ MK                         091 26 05.2
 LF1299
 LF1299|---------------------------------------------------------------------|
 LF1299| PID    Reference Object                     Distance      Geod. Az  |
 LF1299|                                                           dddmmss.s |
 LF1299| LF1298 PRESCOTT 2 AZ MK                    APPROX. 0.7 KM 0902214.2 |
 LF1299| CL8210 PRESCOTT 2 RM 3                      27.191 METERS 09035     |
 LF1299| LF1303 MICROWAVE TWR KAO 52 S CORNING      APPROX. 9.6 KM 2274223.0 |
 LF1299| CL8211 PRESCOTT 2 RM 4                      12.860 METERS 26925     |
 LF1299| LF1296 PRESCOTT                             59.773 METERS 27711     |
 LF1299|---------------------------------------------------------------------|
 LF1299
 LF1299                          SUPERSEDED SURVEY CONTROL
 LF1299
 LF1299  ELLIP H (08/25/97)  365.24   (m)                       GP(       ) 4 1
 LF1299  NAD 83(1986)-  40 58 44.57575(N)    094 37 20.97185(W) AD(       ) 3
 LF1299  NAD 27      -  40 58 44.62067(N)    094 37 20.08629(W) AD(       ) 3
 LF1299  NGVD 29 (07/09/90)  395.8    (m)         1299.     (f) GPS OBS        
 LF1299
 LF1299.Superseded values are not recommended for survey control.
 LF1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1299.See file dsdata.txt to determine how the superseded data were derived.
 LF1299
 LF1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF6350037699(NAD 83)
 LF1299_MARKER: DS = TRIANGULATION STATION DISK
 LF1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1299_SP_SET: CONCRETE POST
 LF1299_STAMPING: PRESCOTT 2 1971
 LF1299_MARK LOGO: CGS   
 LF1299_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1299+STABILITY: SURFACE MOTION
 LF1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1299+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 LF1299
 LF1299  HISTORY     - Date     Condition        Report By
 LF1299  HISTORY     - 1971     MONUMENTED       NGS
 LF1299  HISTORY     - 1971     GOOD             NGS
 LF1299  HISTORY     - 19890608 GOOD             NGS
 LF1299  HISTORY     - 19960918 GOOD             IADT
 LF1299  HISTORY     - 20021031 GOOD             JCLS
 LF1299
 LF1299                          STATION DESCRIPTION
 LF1299
 LF1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LF1299'STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF CORNING, 3-1/2 MILES
 LF1299'SOUTH-SOUTHWEST OF PRESCOTT, AND ON THE SOUTH RIGHT-OF-WAY OF
 LF1299'U.S. HIGHWAY 34.
 LF1299'
 LF1299'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LF1299'STATE HIGHWAY 148 AT THE EAST EDGE OF CORNING, GO EAST ON U.S.
 LF1299'HIGHWAY 34 FOR 5.8 MILES TO THE STATION ON THE RIGHT.
 LF1299'
 LF1299'STATION MARKS ARE STANDARD DISKS STAMPED PRESCOTT 2 1971.  THE
 LF1299'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 LF1299'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 339 FEET EAST OF
 LF1299'THE CENTER OF A GRAVELED ROAD, 80 FEET SOUTH OF THE CENTER OF
 LF1299'U.S. HIGHWAY 34, 43 FEET EAST OF A BOARD FENCE, AND 1 FOOT WEST
 LF1299'OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP
 LF1299'OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF
 LF1299'THE GROUND.
 LF1299'
 LF1299'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PRESCOTT 2 NO. 3
 LF1299'1971, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LF1299'1 INCH.  IT IS 132.5 FEET EAST OF THE BOARD FENCE, 80 FEET SOUTH
 LF1299'OF THE CENTER OF U.S. HIGHWAY 34, AND 1 FOOT WEST OF A METAL
 LF1299'WITNESS POST.
 LF1299'
 LF1299'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED PRESCOTT 2 NO. 4
 LF1299'1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 LF1299'INCHES.  IT IS 80 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 34,
 LF1299'1 FOOT EAST OF A BOARD FENCE, AND 0.5 FEET WEST OF A METAL
 LF1299'WITNESS POST.
 LF1299'
 LF1299'AZIMUTH MARK, A STANDARD DISK STAMPED PRESCOTT 2 1971, IS SET IN
 LF1299'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 LF1299'80 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 34, 1 FOOT EAST OF A
 LF1299'FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LF1299'
 LF1299'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 LF1299'HIGHWAY 34 FOR 0.45 MILE TO A FIELD ENTRANCE AND THE MARK ON
 LF1299'THE RIGHT.
 LF1299'
 LF1299'PRESCOTT 2 TO PRESCOTT 2 AZIMUTH MARK WAS MEASURED WITH A D
 LF1299'10-DISTOMAT.
 LF1299
 LF1299                          STATION RECOVERY (1971)
 LF1299
 LF1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LF1299'RECOVERED IN GOOD CONDITION.
 LF1299
 LF1299                          STATION RECOVERY (1989)
 LF1299
 LF1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1299'THE STATION IS LOCATED ABOUT 10.0 KM (6.20 MI) EAST OF CORNING, ALONG
 LF1299'THE NORTH EDGE OF A CULTIVATED FIELD AND ON THE SOUTH SIDE OF US
 LF1299'HIGHWAY 34.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION, 800 LINCOLN WAY,
 LF1299'AMES, IA 50010, PHONE (515) 239-1101.
 LF1299'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 34 AND STATE
 LF1299'HIGHWAY 148, ON THE SOUTH SIDE OF CORNING, GO EAST ON US HIGHWAY 34
 LF1299'FOR 9.4 KM (5.85 MI) TO THE STATION ON THE RIGHT, ABOUT 0.08 KM
 LF1299'(0.05 MI) EAST OF THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH.
 LF1299'THE STATION IS A STANDARD CGS STATION DISK RECESSED ABOUT 3-INCHES
 LF1299'BELOW THE GROUND (THIS MAY CHANGE WITH PLOWING OF THE CULTIVATED
 LF1299'FIELD).  LOCATED 0.3 KM (0.20 MI) EAST OF HIGHWAY MILE POST 68, 102 M
 LF1299'(334.6 FT) EAST OF THE CENTER OF THE GRAVEL ROAD LEADING SOUTH, 27.2 M
 LF1299'(89.2 FT) WEST-SOUTHWEST OF A METAL POST SUPPORTING HIGHWAY MARKER
 LF1299'SIGN 845, 24.3 M (79.7 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 13.6 M
 LF1299'(44.6 FT) EAST OF REFERENCE MARK 4 AND 0.2 M (0.7 FT) EAST OF A
 LF1299'FIBERGLASS WITNESS POST.
 LF1299'DESCRIBED BY M. L. MCCREADY.
 LF1299
 LF1299                          STATION RECOVERY (1996)
 LF1299
 LF1299'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 LF1299'NOTE--THIS STATION IS A (CBN/ARN SECOND ORDER VERTICAL BENCHMARK TIE
 LF1299'TO CRESTON MUNICIPAL AIRPORT, (CSQ) .  TO REACH THE STATION FROM THE
 LF1299'JUNCTION OF STATE HIGHWAYS 25 AND 92 IN GREENFIELD, GO SOUTH, 2.6 KM
 LF1299'(1.60 MI) ALONG HWY 25 TO THE JUNCTION OF A GRAVEL ROAD RIGHT.  TURN
 LF1299'RIGHT, WEST, 0.8 KM (0.50 MI) TO A JUNCTION OF ANOTHER GRAVEL ROAD
 LF1299'RIGHT.  TURN RIGHT, NORTH, 0.3 KM (0.20 MI) TO A RAILROAD CROSSING AND
 LF1299'THE STATION ON THE LEFT JUST BEFORE THE CROSSING, ON THE SOUTH SIDE OF
 LF1299'THE TRACKS.  THE STATION IS 13.0 M (42.7 FT) SOUH-SOUTHEAST OF THE
 LF1299'TRACKS NEAR RAIL, 11.2 M (36.7 FT) WEST OF THE ROAD CENTER, 1.5M WEST
 LF1299'OF A METAL WITNESS POST, 0.6 M (2.0 FT) NORTH OF A PINK HARN SIGN, 0.1
 LF1299'M (0.3 FT) EAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD
 LF1299'CENTER AND PROJECTING ABOUT 5 CM ABOVE GROUND SURFACE.
 LF1299
 LF1299                          STATION RECOVERY (2002)
 LF1299
 LF1299'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 LF1299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1696 ***********************************************************************
 NM1696  DESIGNATION -  PROSPECT
 NM1696  PID         -  NM1696
 NM1696  STATE/COUNTY-  IA/WOODBURY
 NM1696  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1696
 NM1696                         *CURRENT SURVEY CONTROL
 NM1696  ___________________________________________________________________
 NM1696* NAD 83(1996)-  42 29 37.80756(N)    096 24 57.23360(W)     ADJUSTED  
 NM1696* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 NM1696  ___________________________________________________________________
 NM1696  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 NM1696  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 NM1696
 NM1696  HORZ ORDER  -  FIRST
 NM1696
 NM1696.The horizontal coordinates were established by classical geodetic methods
 NM1696.and adjusted by the National Geodetic Survey in May 1999..
 NM1696
 NM1696.The orthometric height was scaled from a topographic map.
 NM1696
 NM1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1696
 NM1696.The geoid height was determined by GEOID03.
 NM1696
 NM1696;                    North         East     Units Scale Factor Converg.
 NM1696;SPC IA N     - 1,114,524.705 1,260,352.027   MT  0.99994995   -1 58 34.4
 NM1696;SPC NE       -   301,503.325   794,497.461   MT  0.99980744   +2 22 30.6
 NM1696;SPC SD S     -    25,425.163   921,952.957   MT  1.00009762   +2 42 08.8
 NM1696;SPC SD S     -    83,415.72  3,024,773.99   sFT  1.00009762   +2 42 08.8
 NM1696;UTM  14      - 4,707,844.529   712,352.916   MT  1.00015484   +1 44 46.5
 NM1696
 NM1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1696!SPC IA N     -   0.99994965  x   0.99994995  =   0.99989960
 NM1696!SPC NE       -   0.99994965  x   0.99980744  =   0.99975709
 NM1696!SPC SD S     -   0.99994965  x   1.00009762  =   1.00004726
 NM1696!UTM  14      -   0.99994965  x   1.00015484  =   1.00010448
 NM1696
 NM1696:                Primary Azimuth Mark                     Grid Az
 NM1696:SPC IA N     -  SIOUX CITY MAIN ST PUMP C STK            008 52 29.9
 NM1696:SPC NE       -  SIOUX CITY MAIN ST PUMP C STK            004 31 24.9
 NM1696:SPC SD S     -  SIOUX CITY MAIN ST PUMP C STK            004 11 46.7
 NM1696:UTM  14      -  SIOUX CITY MAIN ST PUMP C STK            005 09 09.0
 NM1696
 NM1696|---------------------------------------------------------------------|
 NM1696| PID    Reference Object                     Distance      Geod. Az  |
 NM1696|                                                           dddmmss.s |
 NM1696| NM1642 SIOUX CITY MAIN ST PUMP C STK       APPROX. 0.8 KM 0065355.5 |
 NM1696| NM1647 SIOUX CITY N JR HIGH SCH STACK      APPROX. 2.7 KM 0203605.7 |
 NM1696| CO3527 PROSPECT WM                           6.066 METERS 03153     |
 NM1696| NM1634 LEEDS STA HOOD FLOUR CO C STK       APPROX. 7.4 KM 0443603.6 |
 NM1696| NM1688 SIOUX CITY G E CO GAS PLT STK       APPROX. 1.7 KM 1021720.0 |
 NM1696| NM1698 SIOUX CITY G E CO ELEC PLT STK      APPROX. 0.6 KM 1062215.1 |
 NM1696| NM1672 SIOUX CITY MORNINGSIDE HS STK       APPROX. 5.3 KM 1133445.0 |
 NM1696| NM1691 SIOUX CITY ARMOUR PACK CO STK       APPROX. 3.1 KM 1163334.2 |
 NM1696| NM1694 SIOUX CITY FLOYD MON TIP SHAFT      APPROX. 4.7 KM 1375815.8 |
 NM1696| NM1671 SERGEANT BLUFF MUNICIPAL TANK       APPROX.11.1 KM 1543152.7 |
 NM1696| NM1724 DAKOTA CITY MUNICIPAL TANK          APPROX. 8.7 KM 1811022.4 |
 NM1696| CO3525 PROSPECT RM 1                        16.087 METERS 25500     |
 NM1696| CO3528 PROSPECT 2 AZ MK                                   2655513.6 |
 NM1696| CO3524 PROSPECT AZ MK                                     2675114.6 |
 NM1696| NM1697 PROSPECT 2                           34.933 METERS 27328     |
 NM1696| NM1639 SIOUX CITY ST ANTHONY ORPH STK      APPROX. 2.6 KM 3360651.0 |
 NM1696| NM1640 SIOUX CITY BRIAR CLIFF COL STK      APPROX. 3.8 KM 3465701.7 |
 NM1696| CO3526 PROSPECT RM 2                        11.819 METERS 34955     |
 NM1696|---------------------------------------------------------------------|
 NM1696
 NM1696                          SUPERSEDED SURVEY CONTROL
 NM1696
 NM1696  NAD 83(1996)-  42 29 37.80757(N)    096 24 57.23360(W) AD(       ) 1
 NM1696  NAD 83(1996)-  42 29 37.80753(N)    096 24 57.23350(W) AD(       ) 1
 NM1696  NAD 83(1996)-  42 29 37.80754(N)    096 24 57.23459(W) AD(       ) 1
 NM1696  NAD 83(1986)-  42 29 37.81062(N)    096 24 57.23438(W) AD(       ) 1
 NM1696  NAD 27      -  42 29 37.83000(N)    096 24 56.12200(W) AD(       ) 1
 NM1696
 NM1696.Superseded values are not recommended for survey control.
 NM1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1696.See file dsdata.txt to determine how the superseded data were derived.
 NM1696
 NM1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1235307845(NAD 83)
 NM1696_MARKER: DS = TRIANGULATION STATION DISK
 NM1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1696_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1696
 NM1696  HISTORY     - Date     Condition        Report By
 NM1696  HISTORY     - 1934     MONUMENTED       CGS
 NM1696  HISTORY     - 1968     GOOD             CGS
 NM1696  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NM1696
 NM1696                          STATION DESCRIPTION
 NM1696
 NM1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM1696'IN SOUTHEAST QUARTER OF SEC. 29, T. 89 N., R. 47 W., ON A
 NM1696'PROMINENT KNOLL KNOWN AS PROSPECT HILL IN SIOUX CITY, ON PROPERTY
 NM1696'OWNED BY THE CITY AND OCCUPIED BY A SMALL PARK AND MONUMENT.
 NM1696'SURFACE AND UNDERGROUND MARKS ARE SET AS DESCRIBED.
 NM1696'
 NM1696'TO REACH FROM THE INTERSECTION OF SIXTH AND DOUGLAS STREETS,
 NM1696'WHICH IS AT THE NORTHEAST CORNER OF POST OFFICE BUILDING, GO
 NM1696'SOUTH ON DOUGLAS STREET 2 BLOCKS, TURN RIGHT (WEST) ONTO
 NM1696'FOURTH STREET AND FOLLOW TROLLEY LINE 0.35 MILE TO PERRY
 NM1696'STREET, TURN LEFT (SOUTH) UP HILL AND GO 0.15 MILE TO END
 NM1696'OF STREET, TURN RIGHT (WEST) AND GO 1 BLOCK TO BASE OF KNOLL.
 NM1696'STATION IS ON THE TOP, 7.6 FEET NORTH OF FENCE AROUND MONUMENT
 NM1696'AND 29.0 FEET SOUTH OF FENCE AROUND EDGE OF BLUFF.
 NM1696'
 NM1696'REFERENCE MARK NO. 1 IS 52.77 FEET SOUTHWEST OF
 NM1696'STATION AND 0.9 FOOT NORTH OF FENCE AROUND EDGE OF BLUFF.
 NM1696'
 NM1696'REFERENCE MARK NO. 2 IS 38.78 FEET NORTHWEST OF
 NM1696'STATION, ON EDGE OF CIRCULAR WALK AROUND MONUMENT.
 NM1696'
 NM1696'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 NM1696'IS 68.08 FEET (20.750 METERS).
 NM1696'
 NM1696'AZIMUTH MARK IS 1.5 MILES WEST OF STATION.  TO
 NM1696'REACH FROM STATION, GO NORTH 1 BLOCK TO SECOND STREET, TURN
 NM1696'LEFT (WEST) AND GO 1.3 MILES TO JUDD STREET, TURN LEFT (SOUTH)
 NM1696'AND GO 0.3 MILE TO END OF STREET, TURN RIGHT (WEST) ONTO DIRT
 NM1696'ROAD AND GO 0.25 MILE, TURN RIGHT (NORTH) AND GO 0.05 MILE
 NM1696'ON DIM ROAD TO MARK ON RIGHT (EAST).  MARK IS 58 FEET EAST
 NM1696'OF DIM ROAD, AND 20 FEET SOUTH OF HIGHEST PART OF HILL.
 NM1696'
 NM1696'WITNESS MARK IS A CROSS, CHISELED IN THE WEST END OF THE
 NM1696'BASE OF THE MONUMENT.  IT IS 19.9 FEET NORTH OF STATION,
 NM1696'0.38 FOOT EAST OF WEST EDGE OF BASE OF MONUMENT, AND 2.42 FEET
 NM1696'NORTH OF SOUTH EDGE OF BASE OF MONUMENT, AND 2.26 FEET SOUTH
 NM1696'OF NORTH EDGE OF BASE OF MONUMENT.
 NM1696'
 NM1696'HEIGHT OF LIGHT ABOVE STATION MARK - 23.8 METERS.
 NM1696
 NM1696                          STATION RECOVERY (1968)
 NM1696
 NM1696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NM1696'STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 NM1696'IN GOOD CONDITION.  AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 NM1696'FOUND.  A NEW HOUSE WAS BUILT AT THE SITE OF THE AZIMUTH MARK
 NM1696'AND IT IS POSSIBLE THE MARK WAS DESTROYED AT THIS TIME.  A
 NM1696'NEW AZIMUTH MARK WAS SET.
 NM1696'
 NM1696'A REQUEST WAS MADE BY THE PARK AND RECREATION DEPARTMENT TO
 NM1696'MOVE THE STATION AND REFERENCE MARKS NO. 1 AND 2 FROM THE HILL
 NM1696'AS THE HILL IS TO BE LOWERED ABOUT 15 TO 20 FEET SO PROSPECT
 NM1696'2 WAS ESTABLISHED.
 NM1696'
 NM1696'IT IS INTENDED TO RELOCATE THIS STATION IN ITS ORIGINAL LOCATION
 NM1696'AFTER THE LOWERING OF THE HILL IS COMPLETED.
 NM1696'
 NM1696'NOTE--THE STATION MARK AND BOTH REFERENCE MARKS WERE NOT
 NM1696'DESTROYED, BUT LEFT AS THEY WERE FOUND.
 NM1696'
 NM1696'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SIOUX CITY
 NM1696
 NM1696                          STATION RECOVERY (1970)
 NM1696
 NM1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NM1696'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 NM1696'NO. 2 WERE DESTROYED WHEN THE STATION SITE WAS LOWERED ABOUT
 NM1696'20 FEET.
 NM1696'
 NM1696'PROSPECT 2 WAS ESTABLISHED IN 1968, FOR FURTHER INFORMATION
 NM1696'SEE THE DESCRIPTION FOR THE NEW STATION.
 NM1696'
 NM1696'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SIOUX CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1697 ***********************************************************************
 NM1697  DESIGNATION -  PROSPECT 2
 NM1697  PID         -  NM1697
 NM1697  STATE/COUNTY-  IA/WOODBURY
 NM1697  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1697
 NM1697                         *CURRENT SURVEY CONTROL
 NM1697  ___________________________________________________________________
 NM1697* NAD 83(1996)-  42 29 37.87588(N)    096 24 58.76059(W)     ADJUSTED  
 NM1697* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 NM1697  ___________________________________________________________________
 NM1697  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 NM1697  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 NM1697
 NM1697  HORZ ORDER  -  THIRD
 NM1697
 NM1697.The horizontal coordinates were established by classical geodetic methods
 NM1697.and adjusted by the National Geodetic Survey in May 1999..
 NM1697.No horizontal observational check was made to the station.
 NM1697
 NM1697.The orthometric height was scaled from a topographic map.
 NM1697
 NM1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1697
 NM1697.The geoid height was determined by GEOID03.
 NM1697
 NM1697;                    North         East     Units Scale Factor Converg.
 NM1697;SPC IA N     - 1,114,528.014 1,260,317.253   MT  0.99994995   -1 58 35.5
 NM1697;SPC NE       -   301,503.986   794,462.541   MT  0.99980744   +2 22 29.6
 NM1697;SPC SD S     -    25,425.624   921,918.024   MT  1.00009762   +2 42 07.8
 NM1697;SPC SD S     -    83,417.23  3,024,659.38   sFT  1.00009762   +2 42 07.8
 NM1697;UTM  14      - 4,707,845.574   712,317.994   MT  1.00015466   +1 44 45.4
 NM1697
 NM1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1697!SPC IA N     -   0.99994965  x   0.99994995  =   0.99989960
 NM1697!SPC NE       -   0.99994965  x   0.99980744  =   0.99975709
 NM1697!SPC SD S     -   0.99994965  x   1.00009762  =   1.00004726
 NM1697!UTM  14      -   0.99994965  x   1.00015466  =   1.00010430
 NM1697
 NM1697|---------------------------------------------------------------------|
 NM1697| PID    Reference Object                     Distance      Geod. Az  |
 NM1697|                                                           dddmmss.s |
 NM1697| CO3529 PROSPECT 2 RM 3                      10.022 METERS 00034     |
 NM1697| CO3530 PROSPECT 2 RM 4                      18.218 METERS 07826     |
 NM1697| NM1696 PROSPECT                             34.933 METERS 09328     |
 NM1697| NM1694 SIOUX CITY FLOYD MON TIP SHAFT      APPROX. 4.7 KM 1374018.0 |
 NM1697| NM1671 SERGEANT BLUFF MUNICIPAL TANK       APPROX.11.1 KM 1542223.8 |
 NM1697| NM1724 DAKOTA CITY MUNICIPAL TANK          APPROX. 8.7 KM 1805629.6 |
 NM1697| CO3528 PROSPECT 2 AZ MK                                   2654741.5 |
 NM1697|---------------------------------------------------------------------|
 NM1697
 NM1697                          SUPERSEDED SURVEY CONTROL
 NM1697
 NM1697  NAD 83(1996)-  42 29 37.87589(N)    096 24 58.76060(W) AD(       ) 3
 NM1697  NAD 83(1996)-  42 29 37.87585(N)    096 24 58.76050(W) AD(       ) 3
 NM1697  NAD 83(1996)-  42 29 37.87585(N)    096 24 58.76159(W) AD(       ) 3
 NM1697  NAD 83(1986)-  42 29 37.87893(N)    096 24 58.76136(W) AD(       ) 3
 NM1697  NAD 27      -  42 29 37.89831(N)    096 24 57.64894(W) AD(       ) 3
 NM1697
 NM1697.Superseded values are not recommended for survey control.
 NM1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1697.See file dsdata.txt to determine how the superseded data were derived.
 NM1697
 NM1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1231807846(NAD 83)
 NM1697_MARKER: DS = TRIANGULATION STATION DISK
 NM1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1697_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1697
 NM1697  HISTORY     - Date     Condition        Report By
 NM1697  HISTORY     - 1968     MONUMENTED       CGS
 NM1697  HISTORY     - 1970     GOOD             NGS
 NM1697
 NM1697                          STATION DESCRIPTION
 NM1697
 NM1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NM1697'STATION IS LOCATED ON A HIGH BLUFF LOCALLY KNOWN AS PROSPECT
 NM1697'HILL IN SIOUX CITY.  IT IS IN THE SOUTHEAST QUARTER OF SEC. 29,
 NM1697'T. 89 N. R. 47 W., AND ON PROPERTY OWNED BY THE CITY AND OCCUPIED
 NM1697'BY A SMALL PARK.  STATION, A STANDARD DISK SET IN THE TOP OF
 NM1697'A ROUND CONCRETE POST AND STAMPED PROSPECT 2 1968, IS 38-1/2
 NM1697'FEET SOUTH-SOUTHEAST OF AN 18 INCH TREE, 15-1/2 FEET EAST OF
 NM1697'A BRICK WALL, 2-1/2 FEET SOUTH OF AN IRON FENCE AND 1 FOOT
 NM1697'SOUTH OF A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 NM1697'
 NM1697'TO REACH FROM THE NORTHEAST CORNER OF THE POST OFFICE IN SIOUX
 NM1697'CITY, GO SOUTH ON DOUGLAS STREET FOR 0.2 MILE TO FOURTH STREET.
 NM1697'TURN RIGHT AND GO WEST ON FOURTH STREET FOR 0.45 MILE TO BLUFF
 NM1697'STREET.  TURN LEFT AND GO SOUTH ON BLUFF STREET FOR 0.3 MILE
 NM1697'TO TOP OF HILL AND STATION.
 NM1697'
 NM1697'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTH ON BLUFF
 NM1697'STREET FOR 0.1 MILE TO SECOND STREET.  TURN LEFT AND GO WEST ON
 NM1697'SECOND STREET FOR 1.25 MILES TO JUDD STREET.  TURN LEFT AND
 NM1697'GO SOUTH ON JUDD STREET FOR 0.3 MILE TO RIVERVIEW BOULEVARD.
 NM1697'TURN RIGHT AND GO WEST ON RIVERVIEW BOULEVARD FOR 0.2 MILE
 NM1697'TO MARK ON LEFT (SOUTH) SIDE OF ROAD.
 NM1697'
 NM1697'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND
 NM1697'CONCRETE POST AND STAMPED PROSPECT 2 1968, IS 16 FEET SOUTH OF
 NM1697'THE CENTERLINE OF ROAD, 3 FEET EAST OF A POWERLINE POLE AND
 NM1697'1 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK PROJECTS
 NM1697'3 INCHES.
 NM1697'
 NM1697'NO SUITABLE PLACE WAS FOUND TO SET REFERENCE MARKS.
 NM1697
 NM1697                          STATION RECOVERY (1970)
 NM1697
 NM1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NM1697'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND
 NM1697'FOUND IN GOOD CONDITION.  SINCE REFERENCE MARKS WERE NOT SET
 NM1697'IN 1968, REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE
 NM1697'SET.  DIRECTIONS TO THE AZIMUTH MARK AND INTERSECTION STATIONS
 NM1697'CHECKED.
 NM1697'
 NM1697'FOLLOWING IS A DESCRIPTION FOR THE MARKS.
 NM1697'
 NM1697'STATION MARK, A STANDARD DISK STAMPED PROSPECT 2 1968, IS
 NM1697'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2
 NM1697'INCHES.  IT IS 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 NM1697'AN IRON FENCE AROUND A MONUMENT, 43 SOUTHEAST OF THE NORTHEAST
 NM1697'CORNER OF A HOUSE, 15.5 FEET EAST OF A BRICK RETAINING WALL,
 NM1697'3 FEET NORTH OF AN IRON FENCE, 1 FOOT SOUTH OF A METAL WITNESS
 NM1697'POST, AND NEAR THE SOUTHWEST CORNER OF PROSPECT HILL IN SIOUX
 NM1697'CITY.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 NM1697'
 NM1697'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PROSPECT 2 1968
 NM1697'NO. 3 1970, IS CEMENTED IN A DRILL HOLE IN A RETAINING CONCRETE
 NM1697'CURB WHICH PROJECTS 6 INCHES.  IT IS 13.5 FEET EAST OF THE
 NM1697'NORTHEAST CORNER OF THE HOUSE.
 NM1697'
 NM1697'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED PROSPECT 2 1968
 NM1697'NO. 4 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 NM1697'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 1 FOOT SOUTH
 NM1697'OF THE SOUTHWEST CORNER OF THE IRON FENCE AROUND THE MONUMENT.
 NM1697'
 NM1697'AZIMUTH MARK, A STANDARD DISK STAMPED PROSPECT 2 1968, IS SET
 NM1697'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 NM1697'IT IS 16 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 3 FEET
 NM1697'EAST OF A POWERLINE POLE, AND 1 FOOT SOUTH OF A METAL WITNESS
 NM1697'POST.
 NM1697'
 NM1697'NOTE--THE 1968 TO REACH THE STATION AND THE AZIMUTH MARK WAS
 NM1697'FOUND TO BE ADEQUATE.
 NM1697'
 NM1697'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SIOUX CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0911 ***********************************************************************
 OO0911  DESIGNATION -  PROTIVIN MUNICIPAL TANK
 OO0911  PID         -  OO0911
 OO0911  STATE/COUNTY-  IA/HOWARD
 OO0911  USGS QUAD   -  PROTIVIN (1981)
 OO0911
 OO0911                         *CURRENT SURVEY CONTROL
 OO0911  ___________________________________________________________________
 OO0911* NAD 83(1996)-  43 13 06.14757(N)    092 05 26.19260(W)     ADJUSTED  
 OO0911* NAVD 88     -                                                        
 OO0911  ___________________________________________________________________
 OO0911  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 OO0911  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 OO0911
 OO0911  HORZ ORDER  -  THIRD
 OO0911
 OO0911.The horizontal coordinates were established by classical geodetic methods
 OO0911.and adjusted by the National Geodetic Survey in May 1999..
 OO0911
 OO0911
 OO0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0911
 OO0911.The geoid height was determined by GEOID03.
 OO0911
 OO0911;                    North         East     Units Scale Factor Converg.
 OO0911;SPC IA N     - 1,191,831.443 1,614,509.003   MT  0.99999153   +0 57 18.7
 OO0911;UTM  15      - 4,785,466.759   573,860.117   MT  0.99966711   +0 37 21.9
 OO0911
 OO0911                          SUPERSEDED SURVEY CONTROL
 OO0911
 OO0911  NAD 83(1996)-  43 13 06.14755(N)    092 05 26.19258(W) AD(       ) 4
 OO0911  NAD 83(1986)-  43 13 06.14021(N)    092 05 26.19167(W) AD(       ) 4
 OO0911  NAD 27      -  43 13 06.25300(N)    092 05 25.58000(W) AD(       ) 3
 OO0911
 OO0911.Superseded values are not recommended for survey control.
 OO0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0911.See file dsdata.txt to determine how the superseded data were derived.
 OO0911
 OO0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7386085467(NAD 83)
 OO0911_MARKER: 53 = ELEVATED TANK
 OO0911
 OO0911  HISTORY     - Date     Condition        Report By
 OO0911  HISTORY     - 1961     FIRST OBSERVED   CGS
 OO0911
 OO0911                          STATION DESCRIPTION
 OO0911
 OO0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 OO0911'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED STEEL
 OO0911'TANK PAINTED SILVER AND THE TANK HAS A RED COLORED CONICAL ROOF.
 OO0911'THE STATION IS IN THE NORTH EDGE OF PROTIVIN ON THE EAST SIDE
 OO0911'OF STATE HIGHWAY 139 AND IS JUST EAST OF THE HIGHEST POINT IN THE
 OO0911'VICINITY.  THE OVERALL HEIGHT IS ABOUT 75 FEET.
 OO0911'
 OO0911'THE TANK HAS THE LEGEND PROTIVIN IN BLACK LETTERS ON THE NORTH
 OO0911'AND SOUTH SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0909 ***********************************************************************
 OO0909  DESIGNATION -  PROTIVIN TRINITY CATH CH SPIRE
 OO0909  PID         -  OO0909
 OO0909  STATE/COUNTY-  IA/HOWARD
 OO0909  USGS QUAD   -  PROTIVIN (1981)
 OO0909
 OO0909                         *CURRENT SURVEY CONTROL
 OO0909  ___________________________________________________________________
 OO0909* NAD 83(1996)-  43 13 06.83429(N)    092 05 28.42939(W)     ADJUSTED  
 OO0909* NAVD 88     -                                                        
 OO0909  ___________________________________________________________________
 OO0909  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 OO0909  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 OO0909
 OO0909  HORZ ORDER  -  THIRD
 OO0909
 OO0909.The horizontal coordinates were established by classical geodetic methods
 OO0909.and adjusted by the National Geodetic Survey in May 1999..
 OO0909
 OO0909
 OO0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0909
 OO0909.The geoid height was determined by GEOID03.
 OO0909
 OO0909;                    North         East     Units Scale Factor Converg.
 OO0909;SPC IA N     - 1,191,851.791 1,614,458.173   MT  0.99999157   +0 57 17.2
 OO0909;UTM  15      - 4,785,487.395   573,809.423   MT  0.99966701   +0 37 20.4
 OO0909
 OO0909                          SUPERSEDED SURVEY CONTROL
 OO0909
 OO0909  NAD 83(1996)-  43 13 06.83427(N)    092 05 28.42937(W) AD(       ) 4
 OO0909  NAD 83(1986)-  43 13 06.82690(N)    092 05 28.42845(W) AD(       ) 4
 OO0909  NAD 27      -  43 13 06.93200(N)    092 05 27.81800(W) AD(       ) 3
 OO0909
 OO0909.Superseded values are not recommended for survey control.
 OO0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0909.See file dsdata.txt to determine how the superseded data were derived.
 OO0909
 OO0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7380985487(NAD 83)
 OO0909_MARKER: 90 = CHURCH SPIRE
 OO0909
 OO0909  HISTORY     - Date     Condition        Report By
 OO0909  HISTORY     - 1934     FIRST OBSERVED   CGS
 OO0909  HISTORY     - 1961     GOOD             CGS
 OO0909
 OO0909                          STATION DESCRIPTION
 OO0909
 OO0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0909'STATION IS THE TIP OF SPIRE ON THE TRINITY CATHOLIC CHURCH IN
 OO0909'PROTIVIN.  THE SPIRE IS OCTAGONAL, BLACK, WITH A GOLD CROSS
 OO0909'ON TOP, AND SURMOUNTS A RED AND YELLOW BRICK BELFRY.  IT IS AT
 OO0909'THE E END OF THE CHURCH AT MAIN ENTRANCE, ABOUT 120 FEET HIGH
 OO0909'AND WAS ERECTED IN 1907.  THE CHURCH IS ON LOW RIDGE JUST W OF
 OO0909'COUNTY ROAD DH AND IS VERY PROMINENT.
 OO0909
 OO0909                          STATION RECOVERY (1961)
 OO0909
 OO0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 OO0909'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0903 ***********************************************************************
 OO0903  DESIGNATION -  PROTOVIN
 OO0903  PID         -  OO0903
 OO0903  STATE/COUNTY-  IA/HOWARD
 OO0903  USGS QUAD   -  CRESCO SE (1981)
 OO0903
 OO0903                         *CURRENT SURVEY CONTROL
 OO0903  ___________________________________________________________________
 OO0903* NAD 83(1996)-  43 16 25.38181(N)    092 06 09.38892(W)     ADJUSTED  
 OO0903* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 OO0903  ___________________________________________________________________
 OO0903  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 OO0903  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 OO0903
 OO0903  HORZ ORDER  -  FIRST
 OO0903
 OO0903.The horizontal coordinates were established by classical geodetic methods
 OO0903.and adjusted by the National Geodetic Survey in May 1999..
 OO0903
 OO0903.The orthometric height was scaled from a topographic map.
 OO0903
 OO0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0903
 OO0903.The geoid height was determined by GEOID03.
 OO0903
 OO0903;                    North         East     Units Scale Factor Converg.
 OO0903;SPC IA N     - 1,197,962.850 1,613,432.583   MT  1.00000130   +0 56 49.5
 OO0903;UTM  15      - 4,791,602.277   572,819.605   MT  0.99966523   +0 36 54.6
 OO0903
 OO0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0903!SPC IA N     -   0.99994453  x   1.00000130  =   0.99994583
 OO0903!UTM  15      -   0.99994453  x   0.99966523  =   0.99960978
 OO0903
 OO0903:                Primary Azimuth Mark                     Grid Az
 OO0903:SPC IA N     -  MADISON CHURCH SPIRE                     072 03 47.5
 OO0903:UTM  15      -  MADISON CHURCH SPIRE                     072 23 42.4
 OO0903
 OO0903|---------------------------------------------------------------------|
 OO0903| PID    Reference Object                     Distance      Geod. Az  |
 OO0903|                                                           dddmmss.s |
 OO0903| ON0906 MADISON CHURCH SPIRE                APPROX.15.1 KM 0730037.0 |
 OO0903| ON0907 RIDGEWAY MUNICIPAL TANK             APPROX. 9.4 KM 0742555.6 |
 OO0903| CI7009 PROTOVIN RM 1                        30.068 METERS 08949     |
 OO0903| ON0889 CALMAR LUTHERAN CHURCH SPIRE        APPROX.22.2 KM 1165339.2 |
 OO0903| ON0885 CALMAR MUNICIPAL TANK               APPROX.21.7 KM 1171254.1 |
 OO0903| CI7007 PROTOVIN AZ MK                                     1423008.0 |
 OO0903| OO0909 PROTIVIN TRINITY CATH CH SPIRE      APPROX. 6.2 KM 1712512.5 |
 OO0903| CI7008 PROTOVIN AZ MK RESET                               1741330.7 |
 OO0903| OO0942 LOURDES IMM CON CATH CH SPIRE       APPROX.16.0 KM 2652049.6 |
 OO0903| CI7010 PROTOVIN RM 2                        28.694 METERS 26935     |
 OO0903| OO0902 CRESCO MUNICIPAL TANK               APPROX.11.0 KM 3523730.3 |
 OO0903| OO0905 CRESCO INTERSTATE POWER CO STK      APPROX.11.1 KM 3532809.3 |
 OO0903| OO0898 CRESCO HOWARD CO CTHSE STEEPLE      APPROX.11.1 KM 3543328.3 |
 OO0903| OO0904 CRESCO ST JOSEPH CATH CH SPIRE      APPROX.11.1 KM 3553344.4 |
 OO0903| OO0900 CRESCO HIGH SCHOOL CUPOLA           APPROX.11.3 KM 3561903.5 |
 OO0903|---------------------------------------------------------------------|
 OO0903
 OO0903                          SUPERSEDED SURVEY CONTROL
 OO0903
 OO0903  NAD 83(1996)-  43 16 25.38179(N)    092 06 09.38890(W) AD(       ) 1
 OO0903  NAD 83(1986)-  43 16 25.37470(N)    092 06 09.38781(W) AD(       ) 1
 OO0903  NAD 27      -  43 16 25.48940(N)    092 06 08.77930(W) AD(       ) 1
 OO0903
 OO0903.Superseded values are not recommended for survey control.
 OO0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0903.See file dsdata.txt to determine how the superseded data were derived.
 OO0903
 OO0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7282091602(NAD 83)
 OO0903_MARKER: DS = TRIANGULATION STATION DISK
 OO0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0903_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0903
 OO0903  HISTORY     - Date     Condition        Report By
 OO0903  HISTORY     - 1934     MONUMENTED       CGS
 OO0903  HISTORY     - 1959     GOOD             LOCSUR
 OO0903  HISTORY     - 1961     GOOD             CGS
 OO0903
 OO0903                          STATION DESCRIPTION
 OO0903
 OO0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0903'STATION IS ABOUT 4 MILES NNW OF PROTOVIN, ABOUT 7 MILES S OF
 OO0903'CRESCO, IN SE 1/4 SEC. 26, T 98 N, R 11 W, IN LINE FENCE
 OO0903'BETWEEN PROPERTY OF ALFRED SOLOLIK ON S AND JOSEPH MLADY ON N,
 OO0903'ON SUMMIT OF SLIGHT KNOLL, 500 FEET W OF CENTER LINE OF N-S
 OO0903'DIRT ROAD, 467 FEET W OF THE RIGHT-OF-WAY FENCE ON THE W
 OO0903'SIDE OF DIRT ROAD, 3 FEET W OF A FENCE POST, ABOUT 0.3 MILE
 OO0903'NE OF MR. SOBOLIKS HOUSE.  THE MARK PROJECTS 5 INCHES.
 OO0903'
 OO0903'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OO0903'BRONZE DISKS SET IN CONCRETE.
 OO0903'
 OO0903'REFERENCE MARK NO. 1 IS E OF STATION, 1 FOOT S OF FENCE, 6
 OO0903'FEET E OF A FENCE POST.  IT PROJECTS 8 INCHES.
 OO0903'
 OO0903'REFERENCE MARK NO. 2 IS W OF STATION, 6 INCHES S OF FENCE,
 OO0903'7 FEET W OF A FENCE POST, 192.79 FEET W OF REFERENCE MARK
 OO0903'NO. 1.  IT PROJECTS 8 INCHES.
 OO0903'
 OO0903'AZIMUTH MARK IS SE OF STATION, 27 FEET N OF CENTER LINE OF
 OO0903'THE E-W ROAD, 2 FEET E OF THE 3RD TELEPHONE POLE E OF THE
 OO0903'CROSSROADS ON THE RIGHT-OF-WAY LINE.  IT PROJECTS 5 INCHES.
 OO0903'
 OO0903'TO REACH FROM THE MUNICIPAL TANK IN CRESCO, GO S ON THE
 OO0903'DVORAK HIGHWAY 7.0 MILES TO A CROSSROADS.  HERE TURN E AND GO
 OO0903'0.65 MILE TO GATE INTO FARM LANE THAT LEADS N JUST E OF
 OO0903'SOBOLIKS BARN LOT.  FOLLOW THIS LANE N ALONG THE W SIDE OF FIELD
 OO0903'0.25 MILE TO THE E-W PROPERTY FENCE.  THENCE E ALONG FENCE
 OO0903'ABOUT 0.1 MILE TO THE SUMMIT OF KNOLL AND STATION.
 OO0903'
 OO0903'ALL LIGHTS CAME INTO VIEW AT 20 FEET.
 OO0903'
 OO0903'HEIGHT OF LIGHT ABOVE STATION MARK - 97 FEET.
 OO0903
 OO0903                          STATION RECOVERY (1959)
 OO0903
 OO0903'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959
 OO0903'STATION RECOVERED BY H. HOSKINS AND ASSOC.
 OO0903'
 OO0903'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 OO0903'
 OO0903'AZIMUTH MARK WAS DESTROYED BY REGRADING ON THE E-W COUNTY ROAD.
 OO0903
 OO0903                          STATION RECOVERY (1961)
 OO0903
 OO0903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 OO0903'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND
 OO0903'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD
 OO0903'NOT BE LOCATED AND SHOULD BE CONSIDERED LOST.  A NEW AZIMUTH
 OO0903'MARK WAS ESTABLISHED AT THIS TIME.  THE DIRECTION TO REFERENCE
 OO0903'MARK 1 DID NOT CHECK BY 3 MINUTES AND 26 SECONDS AND THE
 OO0903'DISTANCE WAS FOUND TO BE 0.06 FOOT SHORTER THAN PREVIOUSLY
 OO0903'MEASURED
 OO0903'
 OO0903'A COMPLETE NEW DESCRIPTION FOLLOWS--
 OO0903'
 OO0903'THE STATION IS ABOUT 7 MILES SOUTH OF CRESCO, ABOUT 4 MILES
 OO0903'NORTH-NORTHWEST OF PROTOVIN, IN THE SOUTHEAST 1/4 OF SEC.
 OO0903'26, T. 98 N., R. 11 W., AND ON THE PROPERTY OF MR. ALFRED
 OO0903'SOBOLIK.  IT IS 467 FEET WEST OF A FENCE CORNER, 500 FEET
 OO0903'WEST OF THE CENTERLINE OF A GRAVELED ROAD AND 1 FOOT SOUTH
 OO0903'OF A WIRE FENCE AND A WITNESS POST.  THE MONUMENT PROJECTS
 OO0903'5 INCHES AND THE DISK IS STAMPED PROTOVIN 1934.
 OO0903'
 OO0903'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 139, JUST
 OO0903'SOUTH OF THE WATER TANK IN CRESCO, GO SOUTH ON HIGHWAY 139
 OO0903'FOR 3.5 MILES TO A CROSSROAD.  CONTINUE SOUTH ON HIGHWAY 139
 OO0903'FOR 3.5 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 OO0903'GRAVELED ROAD FOR 0.65 MILE TO A TRACK ROAD LEFT JUST EAST
 OO0903'OF THE SOBOLIK FARM BUILDINGS AND AT THE WEST END OF A FIELD.*
 OO0903'TURN LEFT AND GO NORTHERLY ALONG THE EAST SIDE OF A FENCE
 OO0903'ON THE TRACK ROAD FOR 0.25 MILE TO A FENCE CORNER.  TURN
 OO0903'RIGHT AND GO EAST ALONG THE SOUTH SIDE OF A FENCE FOR 0.15
 OO0903'MILE TO THE TOP OF A KNOLL AND THE STATION.
 OO0903'
 OO0903'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON A GRAVELED
 OO0903'ROAD FOR 0.4 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH
 OO0903'ON A GRAVELED ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 OO0903'LEFT.
 OO0903'
 OO0903'REFERENCE MARK 1 IS 400 FEET WEST OF THE CENTERLINE OF THE
 OO0903'GRAVELED ROAD, 100 FEET EAST OF THE WITNESS POST AND 1 FOOT SOUTH
 OO0903'OF THE WIRE FENCE.  THE MONUMENT PROJECTS 12 INCHES AND THE
 OO0903'DISK IS STAMPED PROTOVIN NO 1 1934.
 OO0903'
 OO0903'REFERENCE MARK 2 IS 95 FEET WEST OF THE WITNESS POST AND 1
 OO0903'FOOT SOUTH OF THE WIRE FENCE.  THE MONUMENT PROJECTS 8 INCHES
 OO0903'AND THE DISK IS STAMPED PROTOVIN NO 2 1934.
 OO0903'
 OO0903'THE AZIMUTH MARK IS 53 FEET NORTH OF A FENCE CORNER, 32 FEET
 OO0903'EAST OF THE CENTERLINE OF A GRAVELED ROAD, 1 FOOT WEST OF A
 OO0903'WIRE FENCE AND 1 FOOT NORTH OF A TELEPHONE POLE AND A WITNESS
 OO0903'POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 OO0903'PROTOVIN 1934 RESET 1961.
 OO0903'
 OO0903'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0782 ***********************************************************************
 NL0782  DESIGNATION -  PTS 1
 NL0782  PID         -  NL0782
 NL0782  STATE/COUNTY-  IA/WEBSTER
 NL0782  USGS QUAD   -  LANYON (1982)
 NL0782
 NL0782                         *CURRENT SURVEY CONTROL
 NL0782  ___________________________________________________________________
 NL0782* NAD 83(1996)-  42 14 20.14304(N)    094 08 41.85578(W)     ADJUSTED  
 NL0782* NAVD 88     -       354.8    (meters)    1164.     (feet)  VERTCON   
 NL0782  ___________________________________________________________________
 NL0782  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 NL0782  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 NL0782
 NL0782  HORZ ORDER  -  THIRD
 NL0782  VERT ORDER  -  THIRD ? (See Below)
 NL0782
 NL0782.The horizontal coordinates were established by classical geodetic methods
 NL0782.and adjusted by the National Geodetic Survey in May 1999..
 NL0782.No horizontal observational check was made to the station.
 NL0782
 NL0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0782.The vertical order pertains to the NGVD 29 superseded value.
 NL0782
 NL0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0782
 NL0782.The geoid height was determined by GEOID03.
 NL0782
 NL0782;                    North         East     Units Scale Factor Converg.
 NL0782;SPC IA N     - 1,082,280.397 1,446,766.881   MT  0.99997319   -0 26 13.6
 NL0782;UTM  15      - 4,676,939.301   405,532.069   MT  0.99970980   -0 46 11.0
 NL0782
 NL0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0782!SPC IA N     -   0.99994858  x   0.99997319  =   0.99992177
 NL0782!UTM  15      -   0.99994858  x   0.99970980  =   0.99965839
 NL0782
 NL0782                          SUPERSEDED SURVEY CONTROL
 NL0782
 NL0782  NAD 83(1986)-  42 14 20.13358(N)    094 08 41.85255(W) AD(       ) 3
 NL0782  NAD 27      -  42 14 20.22736(N)    094 08 40.97201(W) AD(       ) 3
 NL0782  NGVD 29 (07/19/86)  354.8    (m)         1164.     (f) LEVELING    3  
 NL0782
 NL0782.Superseded values are not recommended for survey control.
 NL0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0782.See file dsdata.txt to determine how the superseded data were derived.
 NL0782
 NL0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG0553276939(NAD 83)
 NL0782_MARKER: DD = SURVEY DISK
 NL0782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NL0782_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NL0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0782
 NL0782  HISTORY     - Date     Condition        Report By
 NL0782  HISTORY     - 1919     MONUMENTED       USGS
 NL0782
 NL0782                          STATION DESCRIPTION
 NL0782
 NL0782'DESCRIBED BY US GEOLOGICAL SURVEY 1919
 NL0782'T. 86 N., R. 28 W., 32 FT N. AND 28 FT E. OF CROSSROADS, AT COR SECS.
 NL0782'19, 20, 29 AND 30, STANDARD IRON POST WITH CAP STAMPED---PRIM TRAV STA
 NL0782'NO 1 1919---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0501 ***********************************************************************
 LE0501  DESIGNATION -  PTS 11 MAC
 LE0501  PID         -  LE0501
 LE0501  STATE/COUNTY-  IA/WAPELLO
 LE0501  USGS QUAD   -  BLAKESBURG NE (1968)
 LE0501
 LE0501                         *CURRENT SURVEY CONTROL
 LE0501  ___________________________________________________________________
 LE0501* NAD 83(1996)-  40 58 17.81758(N)    092 30 49.46075(W)     ADJUSTED  
 LE0501* NAVD 88     -       261.43   (+/-2cm)     857.7    (feet)  VERTCON   
 LE0501  ___________________________________________________________________
 LE0501  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 LE0501  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LE0501
 LE0501  HORZ ORDER  -  SECOND
 LE0501  VERT ORDER  -  THIRD ? (See Below)
 LE0501
 LE0501.The horizontal coordinates were established by classical geodetic methods
 LE0501.and adjusted by the National Geodetic Survey in May 1999..
 LE0501
 LE0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0501.The vertical order pertains to the NGVD 29 superseded value.
 LE0501
 LE0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0501
 LE0501.The geoid height was determined by GEOID03.
 LE0501
 LE0501;                    North         East     Units Scale Factor Converg.
 LE0501;SPC IA S     -   108,366.766   583,009.427   MT  0.99995634   +0 38 58.7
 LE0501;UTM  15      - 4,535,720.011   540,912.895   MT  0.99962060   +0 19 07.8
 LE0501
 LE0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0501!SPC IA S     -   0.99996410  x   0.99995634  =   0.99992044
 LE0501!UTM  15      -   0.99996410  x   0.99962060  =   0.99958471
 LE0501
 LE0501                          SUPERSEDED SURVEY CONTROL
 LE0501
 LE0501  NAD 83(1986)-  40 58 17.82120(N)    092 30 49.47261(W) AD(       ) 2
 LE0501  NAD 27      -  40 58 17.77100(N)    092 30 48.79780(W) AD(       ) 2
 LE0501  NGVD 29 (07/19/86)  261.40   (m)          857.6    (f) LEVELING    3  
 LE0501
 LE0501.Superseded values are not recommended for survey control.
 LE0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0501.See file dsdata.txt to determine how the superseded data were derived.
 LE0501
 LE0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4091335720(NAD 83)
 LE0501_MARKER: DB = BENCH MARK DISK
 LE0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0501_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0501+STABILITY: SURFACE MOTION
 LE0501
 LE0501  HISTORY     - Date     Condition        Report By
 LE0501  HISTORY     - 1956     MONUMENTED       USGS
 LE0501
 LE0501                          STATION DESCRIPTION
 LE0501
 LE0501'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (FAR)
 LE0501'STATION IS ABOUT 7 MILES SOUTHWEST OF OTTUMWA, IN SECTIONS
 LE0501'6 AND 7, T. 71 N., R. 14 W.
 LE0501'
 LE0501'IT IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED STA.
 LE0501'NO 11 MAC 1923, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LE0501'WHICH PROJECTS 5 INCHES.  IT IS 16 FEET SOUTH OF THE CENTER OF
 LE0501'LANE, 9 FEET SOUTHWEST OF A FENCE CORNER POST AND 4 FEET WEST
 LE0501'OF A NORTH-SOUTH FENCE LINE.  A STANDARD WITNESS POST WAS SET
 LE0501'1 FOOT EAST OF THE MARK.
 LE0501'
 LE0501'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PARKER,
 LE0501'DISTANCE BEING 54.54 FEET, (16.623 METERS) NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1064 ***********************************************************************
 MJ1064  DESIGNATION -  PTS 13 RESET
 MJ1064  PID         -  MJ1064
 MJ1064  STATE/COUNTY-  IA/BOONE
 MJ1064  USGS QUAD   -  PERRY (1982)
 MJ1064
 MJ1064                         *CURRENT SURVEY CONTROL
 MJ1064  ___________________________________________________________________
 MJ1064* NAD 83(1996)-  41 51 46.94058(N)    094 00 31.32094(W)     ADJUSTED  
 MJ1064* NAVD 88     -       293.9    (meters)     964.     (feet)  VERTCON   
 MJ1064  ___________________________________________________________________
 MJ1064  LAPLACE CORR-         -10.10  (seconds)                    DEFLEC99
 MJ1064  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 MJ1064
 MJ1064  HORZ ORDER  -  THIRD
 MJ1064  VERT ORDER  -  THIRD ? (See Below)
 MJ1064
 MJ1064.The horizontal coordinates were established by classical geodetic methods
 MJ1064.and adjusted by the National Geodetic Survey in May 1999..
 MJ1064.No horizontal observational check was made to the station.
 MJ1064
 MJ1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1064.The vertical order pertains to the NGVD 29 superseded value.
 MJ1064
 MJ1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1064
 MJ1064.The geoid height was determined by GEOID03.
 MJ1064
 MJ1064;                    North         East     Units Scale Factor Converg.
 MJ1064;SPC IA N     - 1,040,452.559 1,457,761.971   MT  1.00004319   -0 20 41.2
 MJ1064;SPC IA S     -   207,019.470   457,763.142   MT  1.00001513   -0 20 06.3
 MJ1064;UTM  15      - 4,635,061.608   416,282.466   MT  0.99968624   -0 40 23.5
 MJ1064
 MJ1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1064!SPC IA N     -   0.99995843  x   1.00004319  =   1.00000162
 MJ1064!SPC IA S     -   0.99995843  x   1.00001513  =   0.99997356
 MJ1064!UTM  15      -   0.99995843  x   0.99968624  =   0.99964468
 MJ1064
 MJ1064                          SUPERSEDED SURVEY CONTROL
 MJ1064
 MJ1064  NAD 83(1986)-  41 51 46.93118(N)    094 00 31.33402(W) AD(       ) 3
 MJ1064  NAD 27      -  41 51 46.99552(N)    094 00 30.49517(W) AD(       ) 3
 MJ1064  NGVD 29 (07/19/86)  293.9    (m)          964.     (f) LEVELING    3  
 MJ1064
 MJ1064.Superseded values are not recommended for survey control.
 MJ1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1064.See file dsdata.txt to determine how the superseded data were derived.
 MJ1064
 MJ1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG1628235062(NAD 83)
 MJ1064_MARKER: DD = SURVEY DISK
 MJ1064_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ1064_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ1064
 MJ1064  HISTORY     - Date     Condition        Report By
 MJ1064  HISTORY     - 1964     MONUMENTED       USGS
 MJ1064
 MJ1064                          STATION DESCRIPTION
 MJ1064
 MJ1064'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MJ1064'BENTON, ABOUT 1.0 MI N. OF, AT NW. COR. SEC. 4, T. 81 N., R. 27 W., 30
 MJ1064'FT S. AND 33 FT E. OF CROSSROADS, 2 FT NE. OF CONCRETE FENCE COR.,
 MJ1064'STANDARD IRON POST WITH CAP STAMPED---PRIM TRAV STA NO 13---
 MJ1064'(UNCHECKED) FLT. 1 2 - 215 RESET 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0726 ***********************************************************************
 NL0726  DESIGNATION -  PTS 14
 NL0726  PID         -  NL0726
 NL0726  STATE/COUNTY-  IA/WEBSTER
 NL0726  USGS QUAD   -  FORT DODGE NORTH (1979)
 NL0726
 NL0726                         *CURRENT SURVEY CONTROL
 NL0726  ___________________________________________________________________
 NL0726* NAD 83(1996)-  42 36 56.37049(N)    094 07 45.57004(W)     ADJUSTED  
 NL0726* NAVD 88     -       345.     (meters)    1132.     (feet)  SCALED    
 NL0726  ___________________________________________________________________
 NL0726  LAPLACE CORR-           8.71  (seconds)                    DEFLEC99
 NL0726  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 NL0726
 NL0726  HORZ ORDER  -  SECOND
 NL0726
 NL0726.The horizontal coordinates were established by classical geodetic methods
 NL0726.and adjusted by the National Geodetic Survey in May 1999..
 NL0726
 NL0726.The orthometric height was scaled from a topographic map.
 NL0726
 NL0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0726
 NL0726.The geoid height was determined by GEOID03.
 NL0726
 NL0726;                    North         East     Units Scale Factor Converg.
 NL0726;SPC IA N     - 1,124,115.416 1,448,368.825   MT  0.99994578   -0 25 35.5
 NL0726;UTM  15      - 4,718,753.843   407,378.425   MT  0.99970554   -0 45 52.9
 NL0726
 NL0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0726!SPC IA N     -   0.99995035  x   0.99994578  =   0.99989613
 NL0726!UTM  15      -   0.99995035  x   0.99970554  =   0.99965590
 NL0726
 NL0726                          SUPERSEDED SURVEY CONTROL
 NL0726
 NL0726  NAD 83(1996)-  42 36 56.36881(N)    094 07 45.56937(W) AD(       ) 2
 NL0726  NAD 83(1986)-  42 36 56.36218(N)    094 07 45.56017(W) AD(       ) 2
 NL0726  NAD 27      -  42 36 56.47100(N)    094 07 44.71200(W) AD(       ) 2
 NL0726
 NL0726.Superseded values are not recommended for survey control.
 NL0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0726.See file dsdata.txt to determine how the superseded data were derived.
 NL0726
 NL0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0737818754(NAD 83)
 NL0726_MARKER: P = PIPE CAP
 NL0726_SETTING: 0 = UNSPECIFIED SETTING
 NL0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0726
 NL0726  HISTORY     - Date     Condition        Report By
 NL0726  HISTORY     - 1938     MONUMENTED       USGS
 NL0726
 NL0726                          STATION DESCRIPTION
 NL0726
 NL0726'DESCRIBED BY US GEOLOGICAL SURVEY 1938 (CDM)
 NL0726'STATION IS ABOUT 1 MILE E OF BADGER AND 8 MILES SE OF HUMBOLDT,
 NL0726'AT NE CORNER OF SEC. 15, T 90 N, R 28 W.
 NL0726'
 NL0726'STATION IS AN IRON PIPE AND CAP PROJECTING ABOUT 8 INCHES AND
 NL0726'REINFORCED WITH CONCRETE,SET AT SW CORNER OF CROSSROADS,
 NL0726'OUTSIDE OF FENCE LINE.
 NL0726'
 NL0726'TO REACH FROM BADGER, DRIVE E ON GRAVELED ROAD FOR 1 MILE TO
 NL0726'CROSS ROAD AND STATION ON SW CORNER.
 NL0726'
 NL0726'THREE (3) NEW MARKS WERE SET.
 NL0726'
 NL0726'REFERENCE MARK NO. 1, PROJECTING ABOUT 6 INCHES,
 NL0726'STAMPED U.S.G.S. PT. NO. 14 (1938) IS ABOUT 150 FEET ENE
 NL0726'OF STATION.  SET ON N SIDE OF E-W ROAD IN FENCE LINE.  REFERENCE
 NL0726'MARK NO. 2, PROJECTING ABOUT 6 INCHES, STAMPED
 NL0726'U.S.G.S. PT. NO. 14 (1938) IS S OF STATION ABOUT 125 FEET.  SET
 NL0726'ON W SIDE OF N-S ROAD IN FENCE LINE.
 NL0726'
 NL0726'AZIMUTH MARK, PROJECTING ABOUT 6 INCHES, STAMPED
 NL0726'U.S.G.S. PT. NO. 14 (1938) IS 0.45 MILES NNE OF STATION.
 NL0726'SET ON E SIDE OF N-S ROAD IN FENCE LINE.
 NL0726'
 NL0726'THIS STATION WAS NOT OCCUPIED OR VISITED BY AN OBSERVING PARTY
 NL0726'SO NO MEASUREMENTS WERE TAKEN OR DIRECTIONS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0858 ***********************************************************************
 LF0858  DESIGNATION -  PTS 2
 LF0858  PID         -  LF0858
 LF0858  STATE/COUNTY-  IA/FREMONT
 LF0858  USGS QUAD   -  MC PAUL (1984)
 LF0858
 LF0858                         *CURRENT SURVEY CONTROL
 LF0858  ___________________________________________________________________
 LF0858* NAD 83(1986)-  40 45 01.     (N)    095 48 34.     (W)     SCALED    
 LF0858* NAVD 88     -       283.893  (meters)     931.41   (feet)  ADJUSTED  
 LF0858  ___________________________________________________________________
 LF0858  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LF0858  DYNAMIC HT  -         283.748 (meters)     930.93  (feet)  COMP
 LF0858  MODELED GRAV-     980,104.6   (mgal)                       NAVD 88
 LF0858
 LF0858  VERT ORDER  -  FIRST     CLASS II
 LF0858
 LF0858.The horizontal coordinates were scaled from a topographic map and have
 LF0858.an estimated accuracy of +/- 6 seconds.
 LF0858
 LF0858.The orthometric height was determined by differential leveling
 LF0858.and adjusted by the National Geodetic Survey in June 1991..
 LF0858
 LF0858.The geoid height was determined by GEOID03.
 LF0858
 LF0858.The dynamic height is computed by dividing the NAVD 88
 LF0858.geopotential number by the normal gravity value computed on the
 LF0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0858.degrees latitude (g = 980.6199 gals.).
 LF0858
 LF0858.The modeled gravity was interpolated from observed gravity values.
 LF0858
 LF0858;                    North         East    Units  Estimated Accuracy
 LF0858;SPC IA S     -    85,910.      304,990.      MT  (+/- 180 meters Scaled)
 LF0858
 LF0858                          SUPERSEDED SURVEY CONTROL
 LF0858
 LF0858  NGVD 29 (??/??/92)  283.795  (m)          931.08   (f) ADJ UNCH    1 2
 LF0858
 LF0858.Superseded values are not recommended for survey control.
 LF0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0858.See file dsdata.txt to determine how the superseded data were derived.
 LF0858
 LF0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF628148(NAD 83)
 LF0858_MARKER: P = PIPE CAP
 LF0858_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0858_SP_SET: METAL PIPE IMBEDDED IN GROUND
 LF0858_STAMPING: PRIM TRAV STA NO 2 1905
 LF0858_MARK LOGO: USGS  
 LF0858_PROJECTION: PROJECTING 5 CENTIMETERS
 LF0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0858+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 LF0858_ROD/PIPE-DEPTH: 1.3  meters
 LF0858
 LF0858  HISTORY     - Date     Condition        Report By
 LF0858  HISTORY     - 1905     MONUMENTED       USGS
 LF0858  HISTORY     - 1947     GOOD             NGS
 LF0858  HISTORY     - 19890724 GOOD             NGS
 LF0858
 LF0858                          STATION DESCRIPTION
 LF0858
 LF0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0858'AT PERCIVAL.
 LF0858'AT PERCIVAL, 594.0 FEET NORTH OF THE NORTH END OF THE CHICAGO,
 LF0858'BURLINGTON AND QUINCY RAILROAD STATION, 471.0 FEET NORTH OF THE
 LF0858'CENTER OF AN EAST-WEST ROAD CROSSING, 151.5 FEET SOUTH SOUTHEAST
 LF0858'OF AND ACROSS THE TRACKS FROM A SWITCH STAND, 48.2 FEET NORTHWEST
 LF0858'OF THE NORTHWEST SIDE OF A 4-FOOT MAPLE TREE, 47.7 FEET EAST OF
 LF0858'THE EAST RAIL OF THE MAIN TRACK, 36.6 FEET NORTH NORTHEAST OF
 LF0858'A TELEPHONE POLE, 5.4 FEET EAST SOUTHEAST OF MISSOURI RIVER
 LF0858'COMMISSION BENCH MARK P.B.M. 329, 1.6 FOOT EAST OF THE EAST
 LF0858'RIGHT OF WAY FENCE, 1.4 FOOT NORTH OF A REFERENCE POST, A U.S.
 LF0858'GEOLOGICAL SURVEY BRONZE CAP RIVETED ON TOP OF A 3 1/2-INCH
 LF0858'IRON PIPE, ABOUT THE SAME ELEVATION AS THE TRACKS AND PROJECTING
 LF0858'0.5 FOOT.
 LF0858
 LF0858                          STATION RECOVERY (1989)
 LF0858
 LF0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0858'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.1 KM
 LF0858'(0.05 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0858'POST OFFICE IN PERCIVAL, 143.6 M (471.1 FT) NORTH OF THE CENTER OF A
 LF0858'GRAVELED ROAD, 46.2 M (151.6 FT) SOUTH-SOUTHEAST OF A SWITCH STAND,
 LF0858'14.5 M (47.6 FT) EAST OF THE NEAR RAIL, 0.5 M (1.6 FT) EAST OF A
 LF0858'WITNESS POST AND FENCE, LEVEL WITH THE TRACK, AND IS A CAP RIVITED TO
 LF0858'THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 0.05 M (0.2 FT) ABOVE THE
 LF0858'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0241 ***********************************************************************
 LE0241  DESIGNATION -  PTS 31
 LE0241  PID         -  LE0241
 LE0241  STATE/COUNTY-  IA/APPANOOSE
 LE0241  USGS QUAD   -  SEYMOUR EAST (1979)
 LE0241
 LE0241                         *CURRENT SURVEY CONTROL
 LE0241  ___________________________________________________________________
 LE0241* NAD 83(1986)-  40 40 55.     (N)    093 00 07.     (W)     SCALED    
 LE0241* NAVD 88     -       318.484  (meters)    1044.89   (feet)  ADJUSTED  
 LE0241  ___________________________________________________________________
 LE0241  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LE0241  DYNAMIC HT  -         318.327 (meters)    1044.38  (feet)  COMP
 LE0241  MODELED GRAV-     980,123.1   (mgal)                       NAVD 88
 LE0241
 LE0241  VERT ORDER  -  SECOND    CLASS 0
 LE0241
 LE0241.The horizontal coordinates were scaled from a topographic map and have
 LE0241.an estimated accuracy of +/- 6 seconds.
 LE0241
 LE0241.The orthometric height was determined by differential leveling
 LE0241.and adjusted by the National Geodetic Survey in June 1991..
 LE0241
 LE0241.The geoid height was determined by GEOID03.
 LE0241
 LE0241.The dynamic height is computed by dividing the NAVD 88
 LE0241.geopotential number by the normal gravity value computed on the
 LE0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0241.degrees latitude (g = 980.6199 gals.).
 LE0241
 LE0241.The modeled gravity was interpolated from observed gravity values.
 LE0241
 LE0241;                    North         East    Units  Estimated Accuracy
 LE0241;SPC IA S     -    75,850.      542,100.      MT  (+/- 180 meters Scaled)
 LE0241
 LE0241                          SUPERSEDED SURVEY CONTROL
 LE0241
 LE0241  NGVD 29 (??/??/92)  318.417  (m)         1044.67   (f) ADJ UNCH    2 0
 LE0241
 LE0241.Superseded values are not recommended for survey control.
 LE0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0241.See file dsdata.txt to determine how the superseded data were derived.
 LE0241
 LE0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF998034(NAD 83)
 LE0241_MARKER: DB = BENCH MARK DISK
 LE0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0241_STAMPING: 1044 MAC 1923
 LE0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0241+STABILITY: SURFACE MOTION
 LE0241
 LE0241  HISTORY     - Date     Condition        Report By
 LE0241  HISTORY     - 1923     MONUMENTED       CGS
 LE0241  HISTORY     - 20060812 MARK NOT FOUND   GEOCAC
 LE0241
 LE0241                          STATION DESCRIPTION
 LE0241
 LE0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 LE0241'1.3 MI W FROM NUMA.
 LE0241'1.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0241'RAILROAD FROM THE STATION AT NUMA, WAYNE COUNTY, 2 POLES WEST OF
 LE0241'MILEPOST 345, ABOUT 240 FEET SOUTH OF THE CENTERLINE OF THE
 LE0241'TRACK, AT THE JUNCTION OF A COUNTY ROAD AND A ROAD LEADING NORTH,
 LE0241'39 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 18 FEET WEST
 LE0241'OF THE CENTERLINE OF THE ROAD LEADING NORTH, AT THE SOUTHEAST
 LE0241'CORNER OF A SCHOOLYARD, AND 2 FEET EAST OF THE RIGHT-OF-WAY
 LE0241'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 LE0241'1044 MAC. 1923 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LE0241'ABOUT 3 INCHES ABOVE GROUND.
 LE0241
 LE0241                          STATION RECOVERY (2006)
 LE0241
 LE0241'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 LE0241'RAILROAD IS ABANDONED AND DISMANTLED.  SCHOOLYARD IS GONE.  ROAD
 LE0241'INTERSECTION IS OF APPANOOSE COUNTY 150TH AVE AND J46.  INTERSECTION
 LE0241'APPEARS REGRADED AND THE MEASUMEMENTS PLACE THE DESCRIBED LOCATION ON
 LE0241'THE SLOPE BELOW THE SHOULDER OF THE NORTH-SOUTH ROAD.
 LE0241' 
 LE0241'CORRECTION TO 1923 DESCRIPTION - NUMA IS IN APPANOOSE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0720 ***********************************************************************
 NL0720  DESIGNATION -  PTS 5
 NL0720  PID         -  NL0720
 NL0720  STATE/COUNTY-  IA/WEBSTER
 NL0720  USGS QUAD   -  VINCENT (1979)
 NL0720
 NL0720                         *CURRENT SURVEY CONTROL
 NL0720  ___________________________________________________________________
 NL0720* NAD 83(1996)-  42 30 55.87834(N)    094 05 23.05035(W)     ADJUSTED  
 NL0720* NAVD 88     -       339.     (meters)    1112.     (feet)  SCALED    
 NL0720  ___________________________________________________________________
 NL0720  LAPLACE CORR-           9.21  (seconds)                    DEFLEC99
 NL0720  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 NL0720
 NL0720  HORZ ORDER  -  SECOND
 NL0720
 NL0720.The horizontal coordinates were established by classical geodetic methods
 NL0720.and adjusted by the National Geodetic Survey in May 1999..
 NL0720
 NL0720.The orthometric height was scaled from a topographic map.
 NL0720
 NL0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0720
 NL0720.The geoid height was determined by GEOID03.
 NL0720
 NL0720;                    North         East     Units Scale Factor Converg.
 NL0720;SPC IA N     - 1,112,969.244 1,451,539.129   MT  0.99994888   -0 23 58.9
 NL0720;UTM  15      - 4,707,591.926   410,482.262   MT  0.99969859   -0 44 11.3
 NL0720
 NL0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0720!SPC IA N     -   0.99995118  x   0.99994888  =   0.99990006
 NL0720!UTM  15      -   0.99995118  x   0.99969859  =   0.99964978
 NL0720
 NL0720                          SUPERSEDED SURVEY CONTROL
 NL0720
 NL0720  NAD 83(1996)-  42 30 55.87500(N)    094 05 23.04890(W) AD(       ) 2
 NL0720  NAD 83(1986)-  42 30 55.86948(N)    094 05 23.04066(W) AD(       ) 2
 NL0720  NAD 27      -  42 30 55.98600(N)    094 05 22.20000(W) AD(       ) 2
 NL0720
 NL0720.Superseded values are not recommended for survey control.
 NL0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0720.See file dsdata.txt to determine how the superseded data were derived.
 NL0720
 NL0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH1048207592(NAD 83)
 NL0720_MARKER: P = PIPE CAP
 NL0720_SETTING: 0 = UNSPECIFIED SETTING
 NL0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0720
 NL0720  HISTORY     - Date     Condition        Report By
 NL0720  HISTORY     - 1938     MONUMENTED       USGS
 NL0720
 NL0720                          STATION DESCRIPTION
 NL0720
 NL0720'DESCRIBED BY US GEOLOGICAL SURVEY 1938 (CDM)
 NL0720'STATION IS LOCATED ABOUT 5 MILES NE OF FORT DODGE, AT THE
 NL0720'NW CORNER OF SEC. 19, T 89 N, R 27 W.
 NL0720'
 NL0720'STATION IS AN IRON PIPE AND CAP, PROJECTING ABOUT 10 INCHES, SET
 NL0720'AT SE CORNER OF ROAD INTERSECTION.
 NL0720'
 NL0720'TO REACH FROM FORT DODGE, INTERSECTION OF U.S. HIGHWAY 20
 NL0720'AND U.S. HIGHWAY 169 AT E END OF BRIDGE, DRIVE E ON U.S. HIGHWAY
 NL0720'20, PAVED, FOR 5.4 MILES TO CROSS ROAD AND SCHARFS CORNER, BUS
 NL0720'STOP, THENCE N ON GRAVELED ROAD FOR 1 MILE TO CROSSROADS AND
 NL0720'STATION SE CORNER.
 NL0720'
 NL0720'THREE (3) NEW MARKS WERE SET.
 NL0720'
 NL0720'REFERENCE MARK NO. 1 PROJECTING 6 INCHES, STAMPED
 NL0720'U.S.G.S. PT. NO. 5 (1938) IS NE OF STATION APPROXIMATELY 100
 NL0720'FEET.  SET ON N SIDE OF E-W ROAD IN FENCE LINE.  REFERENCE
 NL0720'MARK NO. 2 PROJECTING 6 INCHES, STAMPED U.S.G.S. PT.
 NL0720'NO. 5 (1938) IS NW OF STATION APPROXIMATELY 80 FEET.  SET IN
 NL0720'NW CORNER OF ROAD INTERSECTION.
 NL0720'
 NL0720'AZIMUTH MARK PROJECTING 6 INCHES, STAMPED U.S.G.S.
 NL0720'PT. NO. 5 (1938) IS ENE OF STATION 0.25 MILE.  SET ON N SIDE
 NL0720'OF E-W ROAD IN FENCE LINE.
 NL0720'
 NL0720'THIS STATION WAS NOT OCCUPIED OR VISITED BY AN OBSERVING PARTY
 NL0720'SO NO MEASUREMENTS WERE TAKEN OR DIRECTIONS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0350 ***********************************************************************
 MH0350  DESIGNATION -  PTS 8
 MH0350  PID         -  MH0350
 MH0350  STATE/COUNTY-  IA/POLK
 MH0350  USGS QUAD   -  DES MOINES SE (1976)
 MH0350
 MH0350                         *CURRENT SURVEY CONTROL
 MH0350  ___________________________________________________________________
 MH0350* NAD 83(1986)-  41 35 27.     (N)    093 36 20.     (W)     SCALED    
 MH0350* NAVD 88     -       263.360  (meters)     864.04   (feet)  ADJUSTED  
 MH0350  ___________________________________________________________________
 MH0350  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 MH0350  DYNAMIC HT  -         263.246 (meters)     863.67  (feet)  COMP
 MH0350  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 MH0350
 MH0350  VERT ORDER  -  FIRST     CLASS II
 MH0350
 MH0350.The horizontal coordinates were scaled from a topographic map and have
 MH0350.an estimated accuracy of +/- 6 seconds.
 MH0350
 MH0350.The orthometric height was determined by differential leveling
 MH0350.and adjusted by the National Geodetic Survey in June 1991..
 MH0350
 MH0350.The geoid height was determined by GEOID03.
 MH0350
 MH0350.The dynamic height is computed by dividing the NAVD 88
 MH0350.geopotential number by the normal gravity value computed on the
 MH0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0350.degrees latitude (g = 980.6199 gals.).
 MH0350
 MH0350.The modeled gravity was interpolated from observed gravity values.
 MH0350
 MH0350;                    North         East    Units  Estimated Accuracy
 MH0350;SPC IA S     -   176,670.      491,200.      MT  (+/- 180 meters Scaled)
 MH0350
 MH0350                          SUPERSEDED SURVEY CONTROL
 MH0350
 MH0350  NGVD 29 (??/??/92)  263.33   (m)          863.9    (f) COMPUTED    1 2
 MH0350
 MH0350.Superseded values are not recommended for survey control.
 MH0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0350.See file dsdata.txt to determine how the superseded data were derived.
 MH0350
 MH0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG495045(NAD 83)
 MH0350_MARKER: DD = SURVEY DISK
 MH0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0350_SP_SET: PLATFORM
 MH0350_STAMPING: TRAV STATION 8
 MH0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0350
 MH0350  HISTORY     - Date     Condition        Report By
 MH0350  HISTORY     - UNK      MONUMENTED       USGS
 MH0350  HISTORY     - 1935     GOOD             IAGS
 MH0350  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0350
 MH0350                          STATION DESCRIPTION
 MH0350
 MH0350'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MH0350'AT DES MOINES.
 MH0350'AT DES MOINES, POLK COUNTY, AT THE STATE CAPITOL, IN THE TOP OF
 MH0350'THE STATE PLATFORM AT THE WEST ENTRANCE, AND 9 STEPS HIGHER
 MH0350'THAN THE WALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MH0350'DISK, STAMPED TRAV. STATION 8.
 MH0350
 MH0350                          STATION RECOVERY (1995)
 MH0350
 MH0350'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0425 ***********************************************************************
 MH0425  DESIGNATION -  PTS 9
 MH0425  PID         -  MH0425
 MH0425  STATE/COUNTY-  IA/DALLAS
 MH0425  USGS QUAD   -  WAUKEE (1976)
 MH0425
 MH0425                         *CURRENT SURVEY CONTROL
 MH0425  ___________________________________________________________________
 MH0425* NAD 83(1986)-  41 31 22.     (N)    093 53 09.     (W)     SCALED    
 MH0425* NAVD 88     -       261.484  (meters)     857.89   (feet)  ADJUSTED  
 MH0425  ___________________________________________________________________
 MH0425  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 MH0425  DYNAMIC HT  -         261.369 (meters)     857.51  (feet)  COMP
 MH0425  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 MH0425
 MH0425  VERT ORDER  -  FIRST     CLASS II
 MH0425
 MH0425.The horizontal coordinates were scaled from a topographic map and have
 MH0425.an estimated accuracy of +/- 6 seconds.
 MH0425
 MH0425.The orthometric height was determined by differential leveling
 MH0425.and adjusted by the National Geodetic Survey in June 1991..
 MH0425
 MH0425.The geoid height was determined by GEOID03.
 MH0425
 MH0425.The dynamic height is computed by dividing the NAVD 88
 MH0425.geopotential number by the normal gravity value computed on the
 MH0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0425.degrees latitude (g = 980.6199 gals.).
 MH0425
 MH0425.The modeled gravity was interpolated from observed gravity values.
 MH0425
 MH0425;                    North         East    Units  Estimated Accuracy
 MH0425;SPC IA S     -   169,180.      467,800.      MT  (+/- 180 meters Scaled)
 MH0425
 MH0425                          SUPERSEDED SURVEY CONTROL
 MH0425
 MH0425  NGVD 29 (??/??/92)  261.429  (m)          857.71   (f) ADJ UNCH    1 2
 MH0425
 MH0425.Superseded values are not recommended for survey control.
 MH0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0425.See file dsdata.txt to determine how the superseded data were derived.
 MH0425
 MH0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF260971(NAD 83)
 MH0425_MARKER: P = PIPE CAP
 MH0425_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MH0425_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MH0425_STAMPING: PRIM TRAV STA NO 9 857.662
 MH0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0425
 MH0425  HISTORY     - Date     Condition        Report By
 MH0425  HISTORY     - UNK      MONUMENTED       USGS
 MH0425  HISTORY     - 1950     GOOD             NGS
 MH0425  HISTORY     - 20060919 MARK NOT FOUND   INDIV
 MH0425
 MH0425                          STATION DESCRIPTION
 MH0425
 MH0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0425'AT BOONEVILLE.
 MH0425'AT BOONEVILLE, DALLAS COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 MH0425'PACIFIC RAILROAD, 500 FEET WEST OF THE STATION, 67 FEET SOUTHEAST
 MH0425'OF SIGNAL TOWER 373.0, 52.9 FEET SOUTH OF THE CENTERLINE OF THE
 MH0425'MAIN TRACK, AND 10 FEET EAST OF A FENCE CORNER.  A UNITED STATES
 MH0425'GEOLOGICAL SURVEY STANDARD CAP, STAMPED PRIM TRAV STA NO 9
 MH0425'857.662 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 MH0425
 MH0425                          STATION RECOVERY (2006)
 MH0425
 MH0425'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BLY)
 MH0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1396 ***********************************************************************
 LF1396  DESIGNATION -  PUGH RESET
 LF1396  PID         -  LF1396
 LF1396  STATE/COUNTY-  IA/FREMONT
 LF1396  USGS QUAD   -  TABOR SW (1957)
 LF1396
 LF1396                         *CURRENT SURVEY CONTROL
 LF1396  ___________________________________________________________________
 LF1396* NAD 83(1996)-  40 46 35.53808(N)    095 44 21.76812(W)     ADJUSTED  
 LF1396* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 LF1396  ___________________________________________________________________
 LF1396  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 LF1396  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LF1396
 LF1396  HORZ ORDER  -  FIRST
 LF1396
 LF1396.The horizontal coordinates were established by classical geodetic methods
 LF1396.and adjusted by the National Geodetic Survey in May 1999..
 LF1396
 LF1396.The orthometric height was scaled from a topographic map.
 LF1396
 LF1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1396
 LF1396.The geoid height was determined by GEOID03.
 LF1396
 LF1396;                    North         East     Units Scale Factor Converg.
 LF1396;SPC IA S     -    88,666.554   310,979.943   MT  0.99997563   -1 28 30.3
 LF1396;UTM  15      - 4,517,562.012   268,824.502   MT  1.00025784   -1 47 23.7
 LF1396
 LF1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1396!SPC IA S     -   0.99994293  x   0.99997563  =   0.99991856
 LF1396!UTM  15      -   0.99994293  x   1.00025784  =   1.00020075
 LF1396
 LF1396|---------------------------------------------------------------------|
 LF1396| PID    Reference Object                     Distance      Geod. Az  |
 LF1396|                                                           dddmmss.s |
 LF1396| CL8216 PUGH RM 1                            10.065 METERS 05107     |
 LF1396| CL8217 PUGH RM 2                            10.012 METERS 13932     |
 LF1396| CL8214 PUGH AZ MK                                         2143037.0 |
 LF1396| CL8215 PUGH AZ MK RESET                                   2160026.0 |
 LF1396| LF1406 NEBRASKA CITY M GREGSON TANK        APPROX.16.2 KM 2212654.4 |
 LF1396| LF1403 NEBRASKA CITY MUNICIPAL TANK        APPROX.15.5 KM 2233930.4 |
 LF1396|---------------------------------------------------------------------|
 LF1396
 LF1396                          SUPERSEDED SURVEY CONTROL
 LF1396
 LF1396  NAD 83(1996)-  40 46 35.53808(N)    095 44 21.76811(W) AD(       ) 1
 LF1396  NAD 83(1986)-  40 46 35.54598(N)    095 44 21.76312(W) AD(       ) 1
 LF1396  NAD 27      -  40 46 35.54500(N)    095 44 20.76400(W) AD(       ) 1
 LF1396
 LF1396.Superseded values are not recommended for survey control.
 LF1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1396.See file dsdata.txt to determine how the superseded data were derived.
 LF1396
 LF1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6882517562(NAD 83)
 LF1396_MARKER: DD = SURVEY DISK
 LF1396_SETTING: 0 = UNSPECIFIED SETTING
 LF1396
 LF1396  HISTORY     - Date     Condition        Report By
 LF1396  HISTORY     - 1934     MONUMENTED       MORC
 LF1396  HISTORY     - 1947     GOOD             CGS
 LF1396  HISTORY     - 1961     GOOD             CGS
 LF1396
 LF1396                          STATION DESCRIPTION
 LF1396
 LF1396'DESCRIBED BY MISSOURI RIVER COMMISSION 1934 (CIA)
 LF1396'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF THRUMAN POST OFFICE
 LF1396'IN THE SOUTHWEST QUARTER OF SEC. 13, T. 69 N., R. 43 W., ON A
 LF1396'LARGE KNOLL ON THE BLUFFS OVERLOOKING THE MISSOURI RIVER.  MARK
 LF1396'IS PLACED IN A 4-INCH CAST-IRON PIPE, WHICH IS A STATION OF THE
 LF1396'MISSOURI RIVER COMMISSION (TRIANGULATION STATION PUGH).  CAP ON
 LF1396'PIPE WAS LOOSE AND A REGULAR U.S. COAST AND GEODETIC SURVEY DISK
 LF1396'WAS CEMENTED ON PIPE AND CAP WAS REPLACED.  OLD MARK WAS NOT
 LF1396'DISTURBED.  THERE IS NO UNDERGROUND MARK.
 LF1396'
 LF1396'TO REACH FROM THURMAN GO SOUTH FROM POST OFFICE ON DIRT ROAD FOR
 LF1396'3.15 MILES TO A LANE LEADING EAST TO A BROWN HOUSE ON THE LEFT,
 LF1396'FOLLOW LANE ABOUT 200 YARDS TO BARN AND END OF TRUCK TRAVEL.
 LF1396'FROM BARN, PACK EAST TO TOP OF RIDGE, THE NORTH ALONG RIDGE ABOUT
 LF1396'0.1 MILE TO STATION.
 LF1396'
 LF1396'REFERENCE MARK NO. 1 IS 10.520 METERS (34.50 FEET) NORTHEAST OF
 LF1396'STATION.  IT IS A 4-INCH CAST-IRON PIPE WITH A STANDARD DISK
 LF1396'CEMENTED IN THE TOP.
 LF1396'
 LF1396'REFERENCE MARK NO. 2 IS 10.040 METERS (32.93 FEET) SOUTHEAST OF
 LF1396'STATION.  IT IS A 4-INCH CAST-IRON PIPE WITH A STANDARD DISK
 LF1396'CEMENTED IN THE TOP.
 LF1396'
 LF1396'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE SOUTHWEST OF
 LF1396'STATION, ON WEST SIDE OF CANAL AND ABOUT 200 FEET NORTH OF
 LF1396'BRIDGE.
 LF1396'
 LF1396'HEIGHT OF LIGHT ABOVE THE STATION MARK- 3.5 METERS.
 LF1396
 LF1396                          STATION RECOVERY (1947)
 LF1396
 LF1396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1396'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION OF THE
 LF1396'REFERENCE MARK DISTANCES AND DIRECTIONS.  ALL MARKS WERE FOUND
 LF1396'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LF1396'
 LF1396'THE STATION IS LOCATED ABOUT 5 MILES WEST-NORTHWEST OF SIDNEY AND
 LF1396'ABOUT 3-1/2 MILES SOUTH OF THURMAN ON A LARGE KNOLL ON THE EAST
 LF1396'BLUFFS OF THE MISSOURI RIVER.  THE MARK IS A STANDARD USC AND GS
 LF1396'DISK CEMENTED IN THE TOP OF A 4 INCH IRON PIPE WITH A LOOSE IRON
 LF1396'CAP WHICH MARKS THE MISSOURI RIVER COMMISSION STATION PUGH.  THE
 LF1396'PIPE PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED PUGH 1934.
 LF1396'
 LF1396'REFERENCE MARK NO. 1 IS 32.99 FEET EAST OF THE STATION.  THE MARK
 LF1396'IS A STANDARD USC AND GS REFERENCE DISK CEMENTED IN THE TOP OF
 LF1396'A 4 INCH IRON PIPE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 LF1396'DISK IS STAMPED PUGH NO. 1 1934.
 LF1396'
 LF1396'REFERENCE MARK NO. 2 IS 32.85 FEET SOUTH OF THE STATION.  THE
 LF1396'MARK IS A STANDARD USC AND GS REFERENCE DISK CEMENTED IN THE TOP
 LF1396'OF A 4 INCH IRON PIPE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 LF1396'DISK IS STAMPED PUGH NO. 2 1934.
 LF1396'
 LF1396'THE AZIMUTH MARK IS ABOUT 0.7 MILE SOUTHWEST OF THE STATION AND
 LF1396'16.5 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH
 LF1396'THE GROUND AND THE DISK IS STAMPED PUGH AZI 1934.
 LF1396'
 LF1396'TO REACH THE STATION FROM THE SOUTH SIDE OF THE COURT HOUSE
 LF1396'SQUARE IN SIDNEY GO SOUTH ON U.S. HIGHWAY 275 FOR 0.2 MILE TO
 LF1396'CROSS STREET, TURN RIGHT AND FOLLOW MAIN HARD SURFACED ROAD FOR
 LF1396'3.65 MILES TO FORK JUST AFTER PASSING SERVICE STATION ON RIGHT,
 LF1396'TAKE RIGHT FORK FOR 0.3 MILE TO FORK, HERE TAKE RIGHT FORK ON
 LF1396'GRAVELED ROAD FOR 4.0 MILES TO A GREY SHINGLED HOUSE ON RIGHT,
 LF1396'TURN RIGHT ON DRIVE TO BARN LOT AND END OF TRUCK TRAVEL.  FROM
 LF1396'HERE PACK EAST UP BLUFF TO SUMMIT AND GO NORTH ALONG RIDGE
 LF1396'TRAIL FOR ABOUT 0.1 MILE TO STATION AS DESCRIBED.
 LF1396'
 LF1396'TO REACH AZIMUTH MARK FROM FARMHOUSE GO SOUTH ON THE MAIN ROAD
 LF1396'FOR 0.55 MILE TO FARM ROAD JUST BEFORE REACHING BRIDGE, TURN
 LF1396'RIGHT ON FARM ROAD AND FOLLOW ALONG NORTH SIDE OF CANAL FOR 0.3
 LF1396'MILE TO MARK ON RIGHT AS DESCRIBED.
 LF1396'
 LF1396'HEIGHT OF LIGHT ABOVE STATION - 1 METER.
 LF1396
 LF1396                          STATION RECOVERY (1961)
 LF1396
 LF1396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LF1396'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LF1396'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE GENERAL
 LF1396'LOCATION AND THE TO REACH THE STATION WAS FOUND TO BE ADEQUATE.
 LF1396'A DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION.
 LF1396'
 LF1396'THE STATION IS LOCATED ON THE HIGHEST POINT OF A RIDGE THAT RUNS
 LF1396'EAST AND SOUTH AND ABOUT 0.2 MILE EAST OF A POINT DIRECTLY ABOVE
 LF1396'THE ROAD AND 26 FEET SOUTHWEST OF A LONE 5 INCH HICKORY TREE
 LF1396'WITH A TRIANGLE BLAZE ON THE WEST SIDE.  IT IS A STANDARD BRONZE
 LF1396'DISK CEMENTED IN THE TOP OF A 4 INCH IRON PIPE PROJECTING ABOUT
 LF1396'8 INCHES ABOVE THE GROUND SURFACE.  IT IS STAMPED PUGH 1934.
 LF1396'
 LF1396'REFERENCE MARK 1 IS 6.9 FEET EAST-NORTHEAST OF A 5 INCH HICKORY
 LF1396'TREE WITH A TRIANGLE BLAZED AND ABOUT 2 FEET LOWER THAN THE
 LF1396'STATION.  IT IS A STANDARD DISK CEMENTED IN THE TOP OF A 4 INCH
 LF1396'IRON PIPE PROJECTING ABOUT 8 INCHES ABOVE THE GROUND SURFACE
 LF1396'AND IT IS STAMPED PUGH NO 1 1934.
 LF1396'
 LF1396'REFERENCE MARK 2 IS 8.4 FEET NORTHEAST OF THE CENTER OF A CATTLE
 LF1396'PATH AND ABOUT 2 FEET LOWER THAN THE STATION.  IT IS A STANDARD
 LF1396'DISK CEMENTED IN THE TOP OF A 4 INCH IRON PIPE PROJECTING ABOUT
 LF1396'8 INCHES ABOVE THE GROUND SURFACE.  IT IS STAMPED PUGH NO 2 1934.
 LF1396'
 LF1396'REFERENCE MARK 1 TO REFERENCE MARK 2 BLOCKED BY TREES.
 LF1396'
 LF1396'AZIMUTH MARK SET IN 1934 WAS REMOVED AT THE REQUEST OF THE
 LF1396'PROPERTY OWNER.  THE NEW AZIMUTH MARK IS 0.05 MILE WEST OF THE
 LF1396'OLD LOCATION AND ON THE SOUTH SIDE OF THE FARM ROAD 7.3 FEET
 LF1396'SOUTH OF THE SOUTH TRACK AND FOUR FEET WEST OF A METAL WITNESS
 LF1396'POST AND SIGN.  IT IS A STANDARD BRONZE DISK CEMENTED IN THE TOP
 LF1396'OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES
 LF1396'AND IT IS STAMPED PUGH 1934 - RESET 1961.
 LF1396'
 LF1396'PICTURE POINT SELECTED IS THE INTERSECTION OF A DRAW ON THE WEST
 LF1396'SLOPE OF THE RIDGE AND A PROMINENT CATTLE PATH ON THE CREST OF
 LF1396'THE RIDGE AND IT IS ABOUT 6 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0999 ***********************************************************************
 OO0999  DESIGNATION -  PUPPY ET
 OO0999  PID         -  OO0999
 OO0999  STATE/COUNTY-  IA/MITCHELL
 OO0999  USGS QUAD   -  RUDD (1971)
 OO0999
 OO0999                         *CURRENT SURVEY CONTROL
 OO0999  ___________________________________________________________________
 OO0999* NAD 83(1996)-  43 13 38.07603(N)    092 58 36.10728(W)     ADJUSTED  
 OO0999* NAVD 88     -       372.3    (meters)    1221.     (feet)  VERTCON   
 OO0999  ___________________________________________________________________
 OO0999  LAPLACE CORR-         -12.90  (seconds)                    DEFLEC99
 OO0999  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 OO0999
 OO0999  HORZ ORDER  -  SECOND
 OO0999
 OO0999.The horizontal coordinates were established by classical geodetic methods
 OO0999.and adjusted by the National Geodetic Survey in May 1999..
 OO0999
 OO0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0999
 OO0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0999
 OO0999.The geoid height was determined by GEOID03.
 OO0999
 OO0999;                    North         East     Units Scale Factor Converg.
 OO0999;SPC IA N     - 1,191,993.795 1,542,512.522   MT  0.99999304   +0 21 16.8
 OO0999;UTM  15      - 4,786,050.549   501,892.418   MT  0.99960004   +0 00 57.5
 OO0999
 OO0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0999!SPC IA N     -   0.99994626  x   0.99999304  =   0.99993930
 OO0999!UTM  15      -   0.99994626  x   0.99960004  =   0.99954632
 OO0999
 OO0999|---------------------------------------------------------------------|
 OO0999| PID    Reference Object                     Distance      Geod. Az  |
 OO0999|                                                           dddmmss.s |
 OO0999| CI7012 PUPPY ET RM 2                        22.098 METERS 03406     |
 OO0999| CI7011 PUPPY ET RM 1                        19.169 METERS 14000     |
 OO0999| OO1144 PLYMOUTH DUST COLLECTOR             APPROX.12.0 KM 2792655.5 |
 OO0999|---------------------------------------------------------------------|
 OO0999
 OO0999                          SUPERSEDED SURVEY CONTROL
 OO0999
 OO0999  NAD 83(1996)-  43 13 38.07604(N)    092 58 36.10727(W) AD(       ) 2
 OO0999  NAD 83(1986)-  43 13 38.06894(N)    092 58 36.10230(W) AD(       ) 2
 OO0999  NAD 27      -  43 13 38.17833(N)    092 58 35.37916(W) AD(       ) 2
 OO0999  NGVD 29 (07/19/86)  372.3    (m)         1221.     (f) VERT ANG       
 OO0999
 OO0999.Superseded values are not recommended for survey control.
 OO0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0999.See file dsdata.txt to determine how the superseded data were derived.
 OO0999
 OO0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH0189286051(NAD 83)
 OO0999_MARKER: DD = SURVEY DISK
 OO0999_SETTING: 0 = UNSPECIFIED SETTING
 OO0999
 OO0999  HISTORY     - Date     Condition        Report By
 OO0999  HISTORY     - 1969     MONUMENTED       USGS
 OO0999
 OO0999                          STATION DESCRIPTION
 OO0999
 OO0999'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 OO0999'THE STATION IS ABOUT 7.7 MI NNW. OF RUDD, ABOUT 660 FT W. OF QUARTER
 OO0999'COR. BETWEEN SECS. 9 AND 16, T. 97 N., R. 18 W., AT THE SW. COR. OF
 OO0999'A FARMYARD.
 OO0999'
 OO0999'TO REACH FROM THE POST OFFICE IN RUDD, GO W. ON PAVED STREET FOR
 OO0999'1-1/2 BLOCKS TO A T-STREET E., TURN RIGHT AND GO N. ON OILED RD. FOR
 OO0999'ABOUT 0.35 MI TO A CROSSROADS AND JCT. OF U.S. HWY. 18, CONTINUE
 OO0999'N. FOR 5.5 MI TO A CROSSROADS, TURN LEFT AND GO W. ON GRAVEL RD.
 OO0999'FOR 3.0 MI TO A CROSSROAD, TURN RIGHT AND GO N. 1.0 MI TO A
 OO0999'CROSSROAD, TURN LEFT AND GO W. FOR 0.6 MI TO A FARMHOUSE ON THE
 OO0999'RIGHT AND THE STATION -- AT THE SW. COR. OF THE YARD ON A RISE.
 OO0999'
 OO0999'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 OO0999'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 OO0999'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET PUPPY 1969 IS 16 FT
 OO0999'N. AND 257 FT W. CENTER RD. AT DRIVE N., 17.5 FT S. AND 8 FT W. OF
 OO0999'A POWERLINE POLE.  17 FT S. AND 8 FT W. OF USGS WITNESS POST.  17
 OO0999'FT S. OF N. RIGHT-OF-WAY FENCE.  16 FT N. AND 3 FT E. CENTER RD.
 OO0999'AT NARROW FIELD ENTRANCE N.  THE MARK IS BURIED 20 IN. BELOW
 OO0999'GROUND.
 OO0999'
 OO0999'REFERECE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0999'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 OO0999'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED PUPPY NO 1 1969 IS
 OO0999'SE. OF THE STATION, 32 FT S. AND 216 FT W. CENTER RD. AT DRIVE N.,
 OO0999'1.5 FT N. OF S. RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH WITH THE
 OO0999'GROUND.
 OO0999'
 OO0999'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0999'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 OO0999'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED PUPPY NO 2 1969 IS
 OO0999'NNE. OF THE STATION, 77 FT N. AND 217 FT W. OF CENTER RD. AT DRIVE
 OO0999'N., 6.5 FT S. AND 2.5 FT W. OF THE S. TREE OF A N.-S. ROW OF PINE
 OO0999'TREES.  THE STATION IS FLUSH WITH THE GROUND.
 OO0999'
 OO0999'NO AZIMUTH MARK WAS SET.
 OO0999'
 OO0999'REFERENCE AZIMUTH USED - DUST COLLECTOR ON FARMERS CO-OP
 OO0999'ELEVATOR IN PLYMOUTH.
 OO0999'
 OO0999'DUST COLLECTOR ON FARMERS CO-OP ELEVATOR IN PLYMOUTH - STATION IS
 OO0999'CENTER DUST COLLECTOR ON FARMERS CO-OP ELEVATOR IN PLYMOUTH, LOCATED
 OO0999'ABOUT 0.05 MI S. AND ABOUT 0.10 MI E. OF THE PLYMOUTH U.S. POST
 OO0999'OFFICE.  15 FT N. AND 7 FT W. OF CENTER ROUND MANHOLE IN HEADHOUSE
 OO0999'ROOF.  T. 97 N., R. 19 W., ABOUT 0.15 MI N. AND 0.10 MI E. OF
 OO0999'COR. SECS. 5, 6, 7 AND 8.
 OO0999'
 OO0999'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0813 ***********************************************************************
 NJ0813  DESIGNATION -  PUTNAM
 NJ0813  PID         -  NJ0813
 NJ0813  STATE/COUNTY-  IA/FAYETTE
 NJ0813  USGS QUAD   -  ARLINGTON (1965)
 NJ0813
 NJ0813                         *CURRENT SURVEY CONTROL
 NJ0813  ___________________________________________________________________
 NJ0813* NAD 83(1996)-  42 43 02.98723(N)    091 42 18.45668(W)     ADJUSTED  
 NJ0813* NAVD 88     -       358.4    (meters)    1176.     (feet)  VERTCON   
 NJ0813  ___________________________________________________________________
 NJ0813  X           -    -139,659.521 (meters)                     COMP
 NJ0813  Y           -  -4,691,462.487 (meters)                     COMP
 NJ0813  Z           -   4,304,719.097 (meters)                     COMP
 NJ0813  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 NJ0813  ELLIP HEIGHT-         327.71  (meters)          (05/06/99) GPS OBS
 NJ0813  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 NJ0813
 NJ0813  HORZ ORDER  -  THIRD
 NJ0813  ELLP ORDER  -  FOURTH    CLASS I
 NJ0813
 NJ0813.The horizontal coordinates were established by classical geodetic methods
 NJ0813.and adjusted by the National Geodetic Survey in May 1999..
 NJ0813
 NJ0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0813
 NJ0813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0813
 NJ0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0813
 NJ0813.The ellipsoidal height was determined by GPS observations
 NJ0813.and is referenced to NAD 83.
 NJ0813
 NJ0813.The geoid height was determined by GEOID03.
 NJ0813
 NJ0813;                    North         East     Units Scale Factor Converg.
 NJ0813;SPC IA N     - 1,136,796.040 1,647,005.388   MT  0.99994575   +1 12 59.3
 NJ0813;UTM  15      - 4,730,256.867   606,025.949   MT  0.99973830   +0 52 42.6
 NJ0813
 NJ0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0813!SPC IA N     -   0.99994861  x   0.99994575  =   0.99989436
 NJ0813!UTM  15      -   0.99994861  x   0.99973830  =   0.99968692
 NJ0813
 NJ0813:                Primary Azimuth Mark                     Grid Az
 NJ0813:SPC IA N     -  PUTNAM AZ MK                             359 50 35.2
 NJ0813:UTM  15      -  PUTNAM AZ MK                             000 10 51.9
 NJ0813
 NJ0813|---------------------------------------------------------------------|
 NJ0813| PID    Reference Object                     Distance      Geod. Az  |
 NJ0813|                                                           dddmmss.s |
 NJ0813| CI7013 PUTNAM AZ MK                                       0010334.5 |
 NJ0813| CI7014 PUTNAM RM 1                          19.483 METERS 08650     |
 NJ0813| CI7016 PUTNAM RM 3                           4.025 METERS 21451     |
 NJ0813| CI7017 PUTNAM RM 4                           3.527 METERS 31826     |
 NJ0813| CI7015 PUTNAM RM 2                           9.799 METERS 35658     |
 NJ0813|---------------------------------------------------------------------|
 NJ0813
 NJ0813                          SUPERSEDED SURVEY CONTROL
 NJ0813
 NJ0813  NAD 83(1996)-  42 43 02.98717(N)    091 42 18.45656(W) AD(       ) 3
 NJ0813  NAD 83(1986)-  42 43 02.97451(N)    091 42 18.45482(W) AD(       ) 3
 NJ0813  NAD 27      -  42 43 03.04300(N)    091 42 17.88890(W) AD(       ) 3
 NJ0813  NGVD 29 (07/09/90)  358.4    (m)         1176.     (f) GPS OBS        
 NJ0813
 NJ0813.Superseded values are not recommended for survey control.
 NJ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0813.See file dsdata.txt to determine how the superseded data were derived.
 NJ0813
 NJ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0602630257(NAD 83)
 NJ0813_MARKER: DS = TRIANGULATION STATION DISK
 NJ0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0813_SP_SET: CONCRETE POST
 NJ0813_STAMPING: PUTNAM 1961
 NJ0813_MARK LOGO: CGS   
 NJ0813_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0813+STABILITY: SURFACE MOTION
 NJ0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0813+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1989
 NJ0813
 NJ0813  HISTORY     - Date     Condition        Report By
 NJ0813  HISTORY     - 1961     MONUMENTED       CGS
 NJ0813  HISTORY     - 1961     GOOD             CGS
 NJ0813  HISTORY     - 1968     GOOD             CGS
 NJ0813  HISTORY     - 19890825 GOOD             NGS
 NJ0813
 NJ0813                          STATION DESCRIPTION
 NJ0813
 NJ0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0813'THE STATION IS ABOUT 9 MILES WEST-NORTHWEST OF STRAWBERRY POINT,
 NJ0813'3 MILES SOUTHWEST OF ARLINGTON, IN THE SOUTHEAST 1/4 OF SEC. 5,
 NJ0813'T. 91 N., R. 7 W., AND ON ROAD RIGHT-OF-WAY.  IT IS 541 FEET NORTH
 NJ0813'OF THE INTERSECTION OF A CROSSROAD, 60 FEET NORTH OF A POWER
 NJ0813'POLE, 31 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 3
 NJ0813'FEET NORTHEAST OF A WITNESS POST, AND 2 FEET EAST OF A WIRE
 NJ0813'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED PUTNAM
 NJ0813'1961.
 NJ0813'
 NJ0813'TO REACH FROM THE POST OFFICE IN ARLINGTON, GO SOUTHEAST ON
 NJ0813'MAIN STREET FOR 0.05 MILE TO THE INTERSECTION OF MAIN AND UPPER
 NJ0813'STREETS.  TURN RIGHT AND GO SOUTHWEST ON UPPER STREET FOR
 NJ0813'0.3 MILE TO A T-ROAD.  TURN RIGHT AND GO WEST ON A GRAVELED
 NJ0813'ROAD FOR 1.5 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON
 NJ0813'A GRAVELED ROAD FOR 1.4 MILES TO THE AZIMUTH MARK ON THE
 NJ0813'LEFT.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.5 MILE TO THE
 NJ0813'STATION ON THE RIGHT.
 NJ0813'
 NJ0813'REFERENCE MARK 1 IS 56 FEET NORTH OF A TELEPHONE POLE, 33 FEET
 NJ0813'EAST OF THE CENTERLINE OF THE GRAVELED ROAD, AND 6 INCHES WEST OF
 NJ0813'A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NJ0813'PUTNAM NO 1 1961.
 NJ0813'
 NJ0813'REFERENCE MARK 2 IS 34 FEET NORTH OF THE WITNESS POST, 33 FEET
 NJ0813'WEST OF THE CENTERLINE OF THE GRAVELED ROAD, AND 1 FOOT EAST
 NJ0813'OF THE WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 NJ0813'STAMPED PUTNAM NO 2 1961.
 NJ0813'
 NJ0813'THE AZIMUTH MARK IS 66 FEET SOUTH OF A POWER POLE WITH A GUY
 NJ0813'WIRE, 34 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 1 FOOT
 NJ0813'SOUTH OF A WITNESS POST, AND 1 FOOT WEST OF A T-FENCE CORNER.
 NJ0813'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED PUTNAM 1961.
 NJ0813'
 NJ0813'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NJ0813
 NJ0813                          STATION RECOVERY (1961)
 NJ0813
 NJ0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NJ0813'RECOVERED IN GOOD CONDITION.
 NJ0813
 NJ0813                          STATION RECOVERY (1968)
 NJ0813
 NJ0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NJ0813'STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 NJ0813'GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 NJ0813'WERE DESTROYED WHEN THE COUNTY ROAD WAS WIDENED.
 NJ0813'
 NJ0813'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 NJ0813'
 NJ0813'FOLLOWING IS A NEW DESCRIPTION.
 NJ0813'
 NJ0813'TO REACH THE STATION FROM THE POST OFFICE IN ARLINGTON, GO
 NJ0813'SOUTHEAST ON MAIN STREET FOR 0.05 MILE TO THE INTERSECTION OF
 NJ0813'MAIN AND UPPER STREETS.  TURN RIGHT AND GO SOUTHWEST ON UPPER
 NJ0813'STREET FOR 0.3 MILE TO A T-ROAD.  TURN RIGHT AND GO WEST ON A
 NJ0813'GRAVELED ROAD FOR 1.5 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 NJ0813'ON A GRAVELED ROAD FOR 1.4 MILES TO THE AZIMUTH MARK ON THE
 NJ0813'LEFT.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.5 MILE TO THE
 NJ0813'STATION ON THE RIGHT.
 NJ0813'
 NJ0813'STATION MARK, A STANDARD DISK STAMPED PUTMAN 1961, IS SET IN THE
 NJ0813'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 NJ0813'32 FEET WEST OF THE CENTER OF THE ROAD, 9.5 FEET EAST-SOUTHEAST
 NJ0813'OF A POWERLINE POLE, 9 FEET EAST OF A FENCE, AND 3 FEET NORTHEAST
 NJ0813'OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 NJ0813'
 NJ0813'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PUTMAN 1961
 NJ0813'NO. 3 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 NJ0813'PROJECTS 3 INCHES.  IT IS 38.5 FEET WEST OF THE CENTER OF THE
 NJ0813'ROAD, 15 FEET SOUTH OF THE POWERLINE POLE, AND 1.5 FEET EAST
 NJ0813'OF THE FENCE.
 NJ0813'
 NJ0813'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED PUTMAN 1961 NO.
 NJ0813'4 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 NJ0813'PROJECTS 3 INCHES.  IT IS 38.5 FEET WEST OF THE CENTER OF THE ROAD,
 NJ0813'5 FEET NORTH-NORTHEAST OF THE POWERLINE POLE, AND 1.5 FEET EAST
 NJ0813'OF THE FENCE.
 NJ0813'
 NJ0813'AZIMUTH MARK, A STANDARD DISK STAMPED PUTMAN 1961, IS SET IN
 NJ0813'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 NJ0813'SURFACE OF THE GROUND.  IT IS 34 FEET EAST OF THE CENTER OF THE
 NJ0813'ROAD, 8 FEET WEST OF A CORNER FENCE POST AT A T-FENCE LINE,
 NJ0813'AND 1.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 NJ0813'
 NJ0813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 NJ0813'SOUTHWEST OF ARLINGTON.
 NJ0813
 NJ0813                          STATION RECOVERY (1989)
 NJ0813
 NJ0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NJ0813'THE STATION IS LOCATED ABOUT 20.7 KM (12.85 MI) EAST-NORTHEAST OF
 NJ0813'OELWINE AND ON THE WEST SIDE OF A GRAVEL ROAD ON A SMALL MOUND OF A
 NJ0813'ROAD SIDE DITCH.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION, 800 LINCOLN
 NJ0813'WAY, AMES, IA 50010, PHONE (515) 239-1101.
 NJ0813'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 150 SOUTH AND
 NJ0813'3 WEST, IN THE SOUTHEAST SECTION OF OELWINE, GO EAST ON STATE HIGHWAY
 NJ0813'3 FOR 17.5 KM (10.85 MI) TO THE INTERSECTION OF A GRAVEL ROAD.  TURN
 NJ0813'LEFT, NORTH, ON THE GRAVEL ROAD FOR 3.4 KM (2.10 MI) TO THE STATION ON
 NJ0813'THE LEFT, ABOUT 0.2 KM (0.10 MI) NORTH OF THE INTERSECTION OF A GRAVEL
 NJ0813'ROAD.
 NJ0813'THE STATION IS A STANDARD CGS HORIZONTAL STATION MARK DISK PROJECTING
 NJ0813'ABOUT 6-INCHES ABOVE A SMALL MOUND OF A DITCH.  LOCATED 9.2 M
 NJ0813'(30.2 FT) WEST OF THE CENTER OF THE ROAD, 3.0 M (9.8 FT)
 NJ0813'EAST-SOUTHEAST OF A POWER POLE, 2.8 M (9.2 FT) EAST OF A FENCE, 1.0 M
 NJ0813'(3.3 FT) NORTHEAST OF A METAL WITNESS POST AND 0.5 M (1.6 FT) SOUTH OF
 NJ0813'A FIBERGLASS WITNESS POST.
 NJ0813'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0815 ***********************************************************************
 NM0815  DESIGNATION -  Q
 NM0815  PID         -  NM0815
 NM0815  STATE/COUNTY-  IA/PLYMOUTH
 NM0815  USGS QUAD   -  JEFFERSON (1994)
 NM0815
 NM0815                         *CURRENT SURVEY CONTROL
 NM0815  ___________________________________________________________________
 NM0815* NAD 83(1986)-  42 50 10.     (N)    096 33 01.     (W)     SCALED    
 NM0815* NAVD 88     -       347.132  (meters)    1138.88   (feet)  ADJUSTED  
 NM0815  ___________________________________________________________________
 NM0815  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 NM0815  DYNAMIC HT  -         347.037 (meters)    1138.57  (feet)  COMP
 NM0815  MODELED GRAV-     980,337.1   (mgal)                       NAVD 88
 NM0815
 NM0815  VERT ORDER  -  FIRST     CLASS II
 NM0815
 NM0815.The horizontal coordinates were scaled from a topographic map and have
 NM0815.an estimated accuracy of +/- 6 seconds.
 NM0815
 NM0815.The orthometric height was determined by differential leveling
 NM0815.and adjusted by the National Geodetic Survey in June 1991..
 NM0815.WARNING-Repeat measurements at this control monument indicate possible
 NM0815.vertical movement.
 NM0815
 NM0815.The geoid height was determined by GEOID03.
 NM0815
 NM0815.The dynamic height is computed by dividing the NAVD 88
 NM0815.geopotential number by the normal gravity value computed on the
 NM0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0815.degrees latitude (g = 980.6199 gals.).
 NM0815
 NM0815.The modeled gravity was interpolated from observed gravity values.
 NM0815
 NM0815;                    North         East    Units  Estimated Accuracy
 NM0815;SPC IA N     - 1,152,910.    1,250,680.      MT  (+/- 180 meters Scaled)
 NM0815
 NM0815                          SUPERSEDED SURVEY CONTROL
 NM0815
 NM0815  NGVD 29 (??/??/92)  346.939  (m)         1138.25   (f) ADJ UNCH    1 2
 NM0815
 NM0815.Superseded values are not recommended for survey control.
 NM0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0815.See file dsdata.txt to determine how the superseded data were derived.
 NM0815
 NM0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN002455(NAD 83)
 NM0815_MARKER: B = BOLT
 NM0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0815+STABILITY: SURFACE MOTION
 NM0815
 NM0815  HISTORY     - Date     Condition        Report By
 NM0815  HISTORY     - 1949     MONUMENTED       CGS
 NM0815
 NM0815                          STATION DESCRIPTION
 NM0815
 NM0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0815'0.8 MI NE FROM AKRON.
 NM0815'0.8 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0815'PACIFIC RAILROAD FROM THE RAILROAD STATION AT AKRON, 49.0 FEET WEST
 NM0815'OF THE SOUTHWEST END OF BRIDGE 520, 45.6 FEET NORTHWEST OF THE
 NM0815'NORTHWEST RAIL, 1.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE,
 NM0815'1.0 FOOT SOUTHWEST OF A REFERENCE POST, THE TOP OF A COPPER
 NM0815'BOLT LEADED IN THE TOP OF A PINK JASPER STONE POST FLUSH WITH THE
 NM0815'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0129 ***********************************************************************
 OP0129  DESIGNATION -  Q 1
 OP0129  PID         -  OP0129
 OP0129  STATE/COUNTY-  IA/KOSSUTH
 OP0129  USGS QUAD   -  ALGONA (1972)
 OP0129
 OP0129                         *CURRENT SURVEY CONTROL
 OP0129  ___________________________________________________________________
 OP0129* NAD 83(1986)-  43 05 38.     (N)    094 12 14.     (W)     SCALED    
 OP0129* NAVD 88     -       361.635  (meters)    1186.46   (feet)  ADJUSTED  
 OP0129  ___________________________________________________________________
 OP0129  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 OP0129  DYNAMIC HT  -         361.532 (meters)    1186.13  (feet)  COMP
 OP0129  MODELED GRAV-     980,325.5   (mgal)                       NAVD 88
 OP0129
 OP0129  VERT ORDER  -  FIRST     CLASS II
 OP0129
 OP0129.The horizontal coordinates were scaled from a topographic map and have
 OP0129.an estimated accuracy of +/- 6 seconds.
 OP0129
 OP0129.The orthometric height was determined by differential leveling
 OP0129.and adjusted by the National Geodetic Survey in June 1991..
 OP0129
 OP0129.The geoid height was determined by GEOID03.
 OP0129
 OP0129.The dynamic height is computed by dividing the NAVD 88
 OP0129.geopotential number by the normal gravity value computed on the
 OP0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0129.degrees latitude (g = 980.6199 gals.).
 OP0129
 OP0129.The modeled gravity was interpolated from observed gravity values.
 OP0129
 OP0129;                    North         East    Units  Estimated Accuracy
 OP0129;SPC IA N     - 1,177,290.    1,442,690.      MT  (+/- 180 meters Scaled)
 OP0129
 OP0129                          SUPERSEDED SURVEY CONTROL
 OP0129
 OP0129  NGVD 29 (??/??/92)  361.578  (m)         1186.28   (f) ADJ UNCH    1 2
 OP0129
 OP0129.Superseded values are not recommended for survey control.
 OP0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0129.See file dsdata.txt to determine how the superseded data were derived.
 OP0129
 OP0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH020719(NAD 83)
 OP0129_MARKER: DB = BENCH MARK DISK
 OP0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0129_STAMPING: 1186.277 Q 1 1930
 OP0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0129+STABILITY: SURFACE MOTION
 OP0129
 OP0129  HISTORY     - Date     Condition        Report By
 OP0129  HISTORY     - 1930     MONUMENTED       CGS
 OP0129  HISTORY     - 1934     GOOD             NGS
 OP0129  HISTORY     - 1972     MARK NOT FOUND   USGS
 OP0129
 OP0129                          STATION DESCRIPTION
 OP0129
 OP0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0129'1.25 MI S FROM PLUM CREEK.
 OP0129'1-1/4 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OP0129'PLUM CREEK, KOSSUTH COUNTY, 200 FEET NORTH OF BRIDGE 798, 40 FEET WEST
 OP0129'OF THE CENTERLINE OF THE TRACK, AND 9 FEET FROM THE FENCE.  A STANDARD
 OP0129'DISK, STAMPED 1186.277 Q 1 1930 AND SET IN THE TOP OF A CONCRETE POST.
 OP0129
 OP0129                          STATION RECOVERY (1972)
 OP0129
 OP0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0092 ***********************************************************************
 NL0092  DESIGNATION -  Q 101
 NL0092  PID         -  NL0092
 NL0092  STATE/COUNTY-  IA/GREENE
 NL0092  USGS QUAD   -  CHURDAN (1985)
 NL0092
 NL0092                         *CURRENT SURVEY CONTROL
 NL0092  ___________________________________________________________________
 NL0092* NAD 83(1986)-  42 11 40.     (N)    094 29 49.     (W)     SCALED    
 NL0092* NAVD 88     -       341.972  (meters)    1121.95   (feet)  ADJUSTED  
 NL0092  ___________________________________________________________________
 NL0092  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 NL0092  DYNAMIC HT  -         341.863 (meters)    1121.60  (feet)  COMP
 NL0092  MODELED GRAV-     980,293.0   (mgal)                       NAVD 88
 NL0092
 NL0092  VERT ORDER  -  SECOND    CLASS 0
 NL0092
 NL0092.The horizontal coordinates were scaled from a topographic map and have
 NL0092.an estimated accuracy of +/- 6 seconds.
 NL0092
 NL0092.The orthometric height was determined by differential leveling
 NL0092.and adjusted by the National Geodetic Survey in June 1991..
 NL0092
 NL0092.The geoid height was determined by GEOID03.
 NL0092
 NL0092.The dynamic height is computed by dividing the NAVD 88
 NL0092.geopotential number by the normal gravity value computed on the
 NL0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0092.degrees latitude (g = 980.6199 gals.).
 NL0092
 NL0092.The modeled gravity was interpolated from observed gravity values.
 NL0092
 NL0092;                    North         East    Units  Estimated Accuracy
 NL0092;SPC IA N     - 1,077,620.    1,417,660.      MT  (+/- 180 meters Scaled)
 NL0092
 NL0092                          SUPERSEDED SURVEY CONTROL
 NL0092
 NL0092  NGVD 29 (??/??/92)  341.924  (m)         1121.80   (f) ADJ UNCH    2 0
 NL0092
 NL0092.Superseded values are not recommended for survey control.
 NL0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0092.See file dsdata.txt to determine how the superseded data were derived.
 NL0092
 NL0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG764724(NAD 83)
 NL0092_MARKER: DB = BENCH MARK DISK
 NL0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0092_STAMPING: Q 101 1935
 NL0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0092+STABILITY: SURFACE MOTION
 NL0092
 NL0092  HISTORY     - Date     Condition        Report By
 NL0092  HISTORY     - 1935     MONUMENTED       CGS
 NL0092
 NL0092                          STATION DESCRIPTION
 NL0092
 NL0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0092'AT ADAZA.
 NL0092'AT ADAZA, GREENE COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 NL0092'AND PACIFIC RAILROAD, 100 FEET NORTH OF THE STATION, AT THE
 NL0092'CROSSING OF STATE HIGHWAY 17, 54 FEET WEST OF THE CENTERLINE
 NL0092'OF THE MAIN TRACK, 42 FEET SOUTH OF THE CENTERLINE OF THE
 NL0092'HIGHWAY, AND 10 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK,
 NL0092'STAMPED Q 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0044 ***********************************************************************
 MJ0044  DESIGNATION -  Q 102
 MJ0044  PID         -  MJ0044
 MJ0044  STATE/COUNTY-  IA/GUTHRIE
 MJ0044  USGS QUAD   -  PANORA (1982)
 MJ0044
 MJ0044                         *CURRENT SURVEY CONTROL
 MJ0044  ___________________________________________________________________
 MJ0044* NAD 83(1986)-  41 43 53.     (N)    094 21 11.     (W)     SCALED    
 MJ0044* NAVD 88     -       351.745  (meters)    1154.02   (feet)  ADJUSTED  
 MJ0044  ___________________________________________________________________
 MJ0044  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 MJ0044  DYNAMIC HT  -         351.625 (meters)    1153.62  (feet)  COMP
 MJ0044  MODELED GRAV-     980,270.1   (mgal)                       NAVD 88
 MJ0044
 MJ0044  VERT ORDER  -  SECOND    CLASS 0
 MJ0044
 MJ0044.The horizontal coordinates were scaled from a topographic map and have
 MJ0044.an estimated accuracy of +/- 6 seconds.
 MJ0044
 MJ0044.The orthometric height was determined by differential leveling
 MJ0044.and adjusted by the National Geodetic Survey in June 1991..
 MJ0044
 MJ0044.The geoid height was determined by GEOID03.
 MJ0044
 MJ0044.The dynamic height is computed by dividing the NAVD 88
 MJ0044.geopotential number by the normal gravity value computed on the
 MJ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0044.degrees latitude (g = 980.6199 gals.).
 MJ0044
 MJ0044.The modeled gravity was interpolated from observed gravity values.
 MJ0044
 MJ0044;                    North         East    Units  Estimated Accuracy
 MJ0044;SPC IA S     -   192,620.      429,030.      MT  (+/- 180 meters Scaled)
 MJ0044
 MJ0044                          SUPERSEDED SURVEY CONTROL
 MJ0044
 MJ0044  NGVD 29 (??/??/92)  351.697  (m)         1153.86   (f) ADJ UNCH    2 0
 MJ0044
 MJ0044.Superseded values are not recommended for survey control.
 MJ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0044.See file dsdata.txt to determine how the superseded data were derived.
 MJ0044
 MJ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG874208(NAD 83)
 MJ0044_MARKER: DB = BENCH MARK DISK
 MJ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0044_STAMPING: Q 102 1935
 MJ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0044+STABILITY: SURFACE MOTION
 MJ0044
 MJ0044  HISTORY     - Date     Condition        Report By
 MJ0044  HISTORY     - 1935     MONUMENTED       CGS
 MJ0044  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0044
 MJ0044                          STATION DESCRIPTION
 MJ0044
 MJ0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0044'2.5 MI N FROM PANORA.
 MJ0044'2.5 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0044'PACIFIC RAILROAD FROM THE STATION AT PANORA, AT POLE 46+05, AT A
 MJ0044'ROAD CROSSING, 40 FEET EAST OF THE CENTERLINE OF THE TRACK, 40
 MJ0044'FEET NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A POLE,
 MJ0044'AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MJ0044'Q 102 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MJ0044
 MJ0044                          STATION RECOVERY (1980)
 MJ0044
 MJ0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0044'AREA SEEMS UNCHANGED BUT THE MARK IS NOT IN THE DESCRIBED VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0128 ***********************************************************************
 MJ0128  DESIGNATION -  Q 103
 MJ0128  PID         -  MJ0128
 MJ0128  STATE/COUNTY-  IA/ADAIR
 MJ0128  USGS QUAD   -  ROSSERDALE (1983)
 MJ0128
 MJ0128                         *CURRENT SURVEY CONTROL
 MJ0128  ___________________________________________________________________
 MJ0128* NAD 83(1986)-  41 23 58.     (N)    094 24 49.     (W)     SCALED    
 MJ0128* NAVD 88     -       391.028  (meters)    1282.90   (feet)  ADJUSTED  
 MJ0128  ___________________________________________________________________
 MJ0128  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 MJ0128  DYNAMIC HT  -         390.855 (meters)    1282.33  (feet)  COMP
 MJ0128  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 MJ0128
 MJ0128  VERT ORDER  -  SECOND    CLASS 0
 MJ0128
 MJ0128.The horizontal coordinates were scaled from a topographic map and have
 MJ0128.an estimated accuracy of +/- 6 seconds.
 MJ0128
 MJ0128.The orthometric height was determined by differential leveling
 MJ0128.and adjusted by the National Geodetic Survey in June 1991..
 MJ0128
 MJ0128.The geoid height was determined by GEOID03.
 MJ0128
 MJ0128.The dynamic height is computed by dividing the NAVD 88
 MJ0128.geopotential number by the normal gravity value computed on the
 MJ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0128.degrees latitude (g = 980.6199 gals.).
 MJ0128
 MJ0128.The modeled gravity was interpolated from observed gravity values.
 MJ0128
 MJ0128;                    North         East    Units  Estimated Accuracy
 MJ0128;SPC IA S     -   155,810.      423,600.      MT  (+/- 180 meters Scaled)
 MJ0128
 MJ0128                          SUPERSEDED SURVEY CONTROL
 MJ0128
 MJ0128  NGVD 29 (??/??/92)  390.932  (m)         1282.58   (f) ADJ UNCH    2 0
 MJ0128
 MJ0128.Superseded values are not recommended for survey control.
 MJ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0128.See file dsdata.txt to determine how the superseded data were derived.
 MJ0128
 MJ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF818840(NAD 83)
 MJ0128_MARKER: DB = BENCH MARK DISK
 MJ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0128_STAMPING: Q 103 1935
 MJ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0128+STABILITY: SURFACE MOTION
 MJ0128
 MJ0128  HISTORY     - Date     Condition        Report By
 MJ0128  HISTORY     - 1935     MONUMENTED       CGS
 MJ0128  HISTORY     - 1953     MARK NOT FOUND   NGS
 MJ0128
 MJ0128                          STATION DESCRIPTION
 MJ0128
 MJ0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MJ0128'8.8 MI S FROM GUTHRIE.
 MJ0128'IN ADAIR COUNTY, 8.8 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE
 MJ0128'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT MENLO,
 MJ0128'GUTHRIE COUNTY, 1.7 MILES NORTH OF THE CROSSROADS AT GROVE
 MJ0128'SCHOOL NO. 5, 87 FEET NORTH OF THE CENTER OF THE ENTRANCE TO A
 MJ0128'FARMHOUSE, 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 MJ0128'NORTHEAST OF A FENCE CORNER, AND 1 FOOT LOWER THAN THE HIGHWAY.
 MJ0128'A STANDARD DISK, STAMPED Q 103 1935 AND SET IN THE TOP OF A
 MJ0128'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0023 ***********************************************************************
 LF0023  DESIGNATION -  Q 104
 LF0023  PID         -  LF0023
 LF0023  STATE/COUNTY-  IA/UNION
 LF0023  USGS QUAD   -  SHANNON CITY (1981)
 LF0023
 LF0023                         *CURRENT SURVEY CONTROL
 LF0023  ___________________________________________________________________
 LF0023* NAD 83(1986)-  40 56 51.     (N)    094 20 14.     (W)     SCALED    
 LF0023* NAVD 88     -       367.725  (meters)    1206.44   (feet)  ADJUSTED  
 LF0023  ___________________________________________________________________
 LF0023  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 LF0023  DYNAMIC HT  -         367.542 (meters)    1205.84  (feet)  COMP
 LF0023  MODELED GRAV-     980,117.5   (mgal)                       NAVD 88
 LF0023
 LF0023  VERT ORDER  -  SECOND    CLASS 0
 LF0023
 LF0023.The horizontal coordinates were scaled from a topographic map and have
 LF0023.an estimated accuracy of +/- 6 seconds.
 LF0023
 LF0023.The orthometric height was determined by differential leveling
 LF0023.and adjusted by the National Geodetic Survey in June 1991..
 LF0023
 LF0023.The geoid height was determined by GEOID03.
 LF0023
 LF0023.The dynamic height is computed by dividing the NAVD 88
 LF0023.geopotential number by the normal gravity value computed on the
 LF0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0023.degrees latitude (g = 980.6199 gals.).
 LF0023
 LF0023.The modeled gravity was interpolated from observed gravity values.
 LF0023
 LF0023;                    North         East    Units  Estimated Accuracy
 LF0023;SPC IA S     -   105,560.      429,510.      MT  (+/- 180 meters Scaled)
 LF0023
 LF0023                          SUPERSEDED SURVEY CONTROL
 LF0023
 LF0023  NGVD 29 (??/??/92)  367.60   (m)         1206.0    (f) COMPUTED    2 0
 LF0023
 LF0023.Superseded values are not recommended for survey control.
 LF0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0023.See file dsdata.txt to determine how the superseded data were derived.
 LF0023
 LF0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF874337(NAD 83)
 LF0023_MARKER: DB = BENCH MARK DISK
 LF0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0023_SP_SET: BRIDGE
 LF0023_STAMPING: Q-104 1935
 LF0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0023
 LF0023  HISTORY     - Date     Condition        Report By
 LF0023  HISTORY     - 1935     MONUMENTED       CGS
 LF0023
 LF0023                          STATION DESCRIPTION
 LF0023
 LF0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0023'7.4 MI S FROM CRESTON.
 LF0023'7.1 MILES SOUTH OF U.S. HIWAY 34 ALONG THE CRESTON-DIAGONAL
 LF0023'ROAD TO 20 FOOT CONCRETE BRIDGE.  SET IN THE TOP OF THE NORTHEAST
 LF0023'END OF THE SOUTHWEST RETAINING WALL, 10 FEET WEST OF THE CENTER
 LF0023'LINE OF THE ROAD, 0.5 FOOT ABOVE ROAD LEVEL.  7.4 MILES SOUTH OF
 LF0023'CHICAGO, BURLINGTON AND QUINCY RAILROAD JUNCTION, CRESTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0024 ***********************************************************************
 LF0024  DESIGNATION -  Q 104 RESET
 LF0024  PID         -  LF0024
 LF0024  STATE/COUNTY-  IA/UNION
 LF0024  USGS QUAD   -  SHANNON CITY (1981)
 LF0024
 LF0024                         *CURRENT SURVEY CONTROL
 LF0024  ___________________________________________________________________
 LF0024* NAD 83(1986)-  40 56 51.     (N)    094 20 14.     (W)     SCALED    
 LF0024* NAVD 88     -       366.63   (meters)    1202.9    (feet)  RESET     
 LF0024  ___________________________________________________________________
 LF0024  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 LF0024
 LF0024  VERT ORDER  -  THIRD
 LF0024
 LF0024.The horizontal coordinates were scaled from a topographic map and have
 LF0024.an estimated accuracy of +/- 6 seconds.
 LF0024
 LF0024.The orthometric height was computed from unverified reset data.
 LF0024
 LF0024.The geoid height was determined by GEOID03.
 LF0024
 LF0024;                    North         East    Units  Estimated Accuracy
 LF0024;SPC IA S     -   105,560.      429,510.      MT  (+/- 180 meters Scaled)
 LF0024
 LF0024                          SUPERSEDED SURVEY CONTROL
 LF0024
 LF0024  NGVD 29 (??/??/??)  366.50   (m)         1202.4    (f) RESET       3  
 LF0024
 LF0024.Superseded values are not recommended for survey control.
 LF0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0024.See file dsdata.txt to determine how the superseded data were derived.
 LF0024
 LF0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF874337(NAD 83)
 LF0024_MARKER: DB = BENCH MARK DISK
 LF0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0024_STAMPING: Q 104 1935 RESET 1954
 LF0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0024+STABILITY: SURFACE MOTION
 LF0024
 LF0024  HISTORY     - Date     Condition        Report By
 LF0024  HISTORY     - 1954     MONUMENTED       CGS
 LF0024  HISTORY     - 1978     MARK NOT FOUND   USGS
 LF0024
 LF0024                          STATION DESCRIPTION
 LF0024
 LF0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LF0024'1.5 MI E FROM CRESTON.
 LF0024'1-1/2 MILES EAST ALONG U.S. HIGHWAY 34 FROM CRESTON, UNION
 LF0024'COUNTY, 7.1 MILES SOUTH ALONG THE CRESTON-DIAGONAL ROAD, 75
 LF0024'FEET NORTHEAST OF A 30-FOOT BRIDGE, 53 FEET EAST OF THE
 LF0024'CENTERLINE OF THE ROAD, 36 FEET SOUTH OF THE TRUNK FORKS OF A
 LF0024'WILLOW TREE, AND 21 FEET NORTH-NORTHEAST OF THE CENTER ONE OF THREE
 LF0024'ELM TREES.  A STANDARD DISK, STAMPED Q 104 1935 RESET 1954 AND
 LF0024'SET IN THE TOP OF A CONCRETE POST 2 INCHES LOWER THAN THE GROUND.
 LF0024
 LF0024                          STATION RECOVERY (1978)
 LF0024
 LF0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LF0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0187 ***********************************************************************
 LF0187  DESIGNATION -  Q 105
 LF0187  PID         -  LF0187
 LF0187  STATE/COUNTY-  IA/TAYLOR
 LF0187  USGS QUAD   -  HOPKINS (1980)
 LF0187
 LF0187                         *CURRENT SURVEY CONTROL
 LF0187  ___________________________________________________________________
 LF0187* NAD 83(1986)-  40 36 25.     (N)    094 46 10.     (W)     SCALED    
 LF0187* NAVD 88     -       326.641  (meters)    1071.65   (feet)  ADJUSTED  
 LF0187  ___________________________________________________________________
 LF0187  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 LF0187  DYNAMIC HT  -         326.469 (meters)    1071.09  (feet)  COMP
 LF0187  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 LF0187
 LF0187  VERT ORDER  -  SECOND    CLASS 0
 LF0187
 LF0187.The horizontal coordinates were scaled from a topographic map and have
 LF0187.an estimated accuracy of +/- 6 seconds.
 LF0187
 LF0187.The orthometric height was determined by differential leveling
 LF0187.and adjusted by the National Geodetic Survey in June 1991..
 LF0187
 LF0187.The geoid height was determined by GEOID03.
 LF0187
 LF0187.The dynamic height is computed by dividing the NAVD 88
 LF0187.geopotential number by the normal gravity value computed on the
 LF0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0187.degrees latitude (g = 980.6199 gals.).
 LF0187
 LF0187.The modeled gravity was interpolated from observed gravity values.
 LF0187
 LF0187;                    North         East    Units  Estimated Accuracy
 LF0187;SPC IA S     -    68,180.      392,570.      MT  (+/- 180 meters Scaled)
 LF0187
 LF0187                          SUPERSEDED SURVEY CONTROL
 LF0187
 LF0187  NGVD 29 (??/??/92)  326.539  (m)         1071.32   (f) ADJ UNCH    2 0
 LF0187
 LF0187.Superseded values are not recommended for survey control.
 LF0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0187.See file dsdata.txt to determine how the superseded data were derived.
 LF0187
 LF0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE503966(NAD 83)
 LF0187_MARKER: DB = BENCH MARK DISK
 LF0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0187_SP_SET: BRIDGE
 LF0187_STAMPING: Q 105 1935
 LF0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0187
 LF0187  HISTORY     - Date     Condition        Report By
 LF0187  HISTORY     - 1935     MONUMENTED       CGS
 LF0187
 LF0187                          STATION DESCRIPTION
 LF0187
 LF0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0187'4.9 MI N FROM HOPKINS.
 LF0187'IN TAYLOR COUNTY, IOWA, 4.9 MILES NORTH ALONG THE CHICAGO,
 LF0187'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT HOPKINS,
 LF0187'NODAWAY COUNTY, MISSOURI, 75 FEET WEST OF BRIDGE 40.28, AT A
 LF0187'10-FOOT CONCRETE BRIDGE ON THE MARYVILLE ROAD, IN THE TOP OF THE
 LF0187'EAST HEADWALL, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD
 LF0187'DISK, STAMPED Q 105 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0201 ***********************************************************************
 LF0201  DESIGNATION -  Q 108
 LF0201  PID         -  LF0201
 LF0201  STATE/COUNTY-  IA/MONTGOMERY
 LF0201  USGS QUAD   -  VILLISCA (1980)
 LF0201
 LF0201                         *CURRENT SURVEY CONTROL
 LF0201  ___________________________________________________________________
 LF0201* NAD 83(1986)-  40 55 29.     (N)    094 58 03.     (W)     SCALED    
 LF0201* NAVD 88     -       322.254  (meters)    1057.26   (feet)  ADJUSTED  
 LF0201  ___________________________________________________________________
 LF0201  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LF0201  DYNAMIC HT  -         322.085 (meters)    1056.71  (feet)  COMP
 LF0201  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 LF0201
 LF0201  VERT ORDER  -  SECOND    CLASS 0
 LF0201
 LF0201.The horizontal coordinates were scaled from a topographic map and have
 LF0201.an estimated accuracy of +/- 6 seconds.
 LF0201
 LF0201.The orthometric height was determined by differential leveling
 LF0201.and adjusted by the National Geodetic Survey in June 1991..
 LF0201
 LF0201.The geoid height was determined by GEOID03.
 LF0201
 LF0201.The dynamic height is computed by dividing the NAVD 88
 LF0201.geopotential number by the normal gravity value computed on the
 LF0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0201.degrees latitude (g = 980.6199 gals.).
 LF0201
 LF0201.The modeled gravity was interpolated from observed gravity values.
 LF0201
 LF0201;                    North         East    Units  Estimated Accuracy
 LF0201;SPC IA S     -   103,730.      376,400.      MT  (+/- 180 meters Scaled)
 LF0201
 LF0201                          SUPERSEDED SURVEY CONTROL
 LF0201
 LF0201  NGVD 29 (??/??/92)  322.144  (m)         1056.90   (f) ADJ UNCH    2 0
 LF0201
 LF0201.Superseded values are not recommended for survey control.
 LF0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0201.See file dsdata.txt to determine how the superseded data were derived.
 LF0201
 LF0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF343322(NAD 83)
 LF0201_MARKER: DB = BENCH MARK DISK
 LF0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0201_SP_SET: BRIDGE
 LF0201_STAMPING: Q 108 1935
 LF0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0201
 LF0201  HISTORY     - Date     Condition        Report By
 LF0201  HISTORY     - 1935     MONUMENTED       CGS
 LF0201  HISTORY     - 1984     GOOD             NGS
 LF0201
 LF0201                          STATION DESCRIPTION
 LF0201
 LF0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0201'0.5 MI E FROM VILLISCA.
 LF0201'0.5 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0201'FROM THE STATION AT VILLISCA, MONTGOMERY COUNTY, AT MILEPOST 427,
 LF0201'AT BRIDGE 427.03 OVER MIDDLE NODAWAY RIVER, IN THE TOP OF THE
 LF0201'NORTHEAST CORNER OF THE EAST CONCRETE ABUTMENT, 7 FEET NORTH OF THE
 LF0201'CENTERLINE OF THE NORTH TRACK, AND 0.5 FOOT LOWER THAN THE TRACK.
 LF0201'A STANDARD DISK, STAMPED Q 108 1935.
 LF0201
 LF0201                          STATION RECOVERY (1984)
 LF0201
 LF0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0201'THE DISK HAS BEEN STRUCK WITH A HEAVY HAMMER , CAUSING AN INDELTATION
 LF0201'NEAR THE LEVELING POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0098 ***********************************************************************
 MJ0098  DESIGNATION -  Q 109
 MJ0098  PID         -  MJ0098
 MJ0098  STATE/COUNTY-  IA/UNION
 MJ0098  USGS QUAD   -  CRESTON EAST (1980)
 MJ0098
 MJ0098                         *CURRENT SURVEY CONTROL
 MJ0098  ___________________________________________________________________
 MJ0098* NAD 83(1986)-  41 02 59.     (N)    094 18 26.     (W)     SCALED    
 MJ0098* NAVD 88     -       391.197  (meters)    1283.45   (feet)  ADJUSTED  
 MJ0098  ___________________________________________________________________
 MJ0098  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 MJ0098  DYNAMIC HT  -         391.004 (meters)    1282.82  (feet)  COMP
 MJ0098  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 MJ0098
 MJ0098  VERT ORDER  -  SECOND    CLASS 0
 MJ0098
 MJ0098.The horizontal coordinates were scaled from a topographic map and have
 MJ0098.an estimated accuracy of +/- 6 seconds.
 MJ0098
 MJ0098.The orthometric height was determined by differential leveling
 MJ0098.and adjusted by the National Geodetic Survey in June 1991..
 MJ0098
 MJ0098.The geoid height was determined by GEOID03.
 MJ0098
 MJ0098.The dynamic height is computed by dividing the NAVD 88
 MJ0098.geopotential number by the normal gravity value computed on the
 MJ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0098.degrees latitude (g = 980.6199 gals.).
 MJ0098
 MJ0098.The modeled gravity was interpolated from observed gravity values.
 MJ0098
 MJ0098;                    North         East    Units  Estimated Accuracy
 MJ0098;SPC IA S     -   116,890.      432,140.      MT  (+/- 180 meters Scaled)
 MJ0098
 MJ0098                          SUPERSEDED SURVEY CONTROL
 MJ0098
 MJ0098  NGVD 29 (??/??/92)  391.069  (m)         1283.03   (f) ADJ UNCH    2 0
 MJ0098
 MJ0098.Superseded values are not recommended for survey control.
 MJ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0098.See file dsdata.txt to determine how the superseded data were derived.
 MJ0098
 MJ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF901451(NAD 83)
 MJ0098_MARKER: DB = BENCH MARK DISK
 MJ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0098_STAMPING: Q 109 1935
 MJ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0098+STABILITY: SURFACE MOTION
 MJ0098
 MJ0098  HISTORY     - Date     Condition        Report By
 MJ0098  HISTORY     - 1935     MONUMENTED       CGS
 MJ0098  HISTORY     - 1977     MARK NOT FOUND   USGS
 MJ0098
 MJ0098                          STATION DESCRIPTION
 MJ0098
 MJ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0098'2.8 MI E FROM CRESTON.
 MJ0098'2.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0098'FROM THE STATION AT CRESTON, UNION COUNTY, AT THE CROSSING
 MJ0098'OF STATE HIGHWAY 34 (UNDERPASS 390.07), 12 FEET SOUTHEAST
 MJ0098'OF THE SEMAPHORE JUST SOUTHEAST OF THE BRIDGE, 14 FEET
 MJ0098'NORTHEAST OF THE CENTERLINE OF THE NORTHEAST TRACK, AND LEVEL
 MJ0098'WITH THE TRACK.  A STANDARD DISK, STAMPED Q 109 1935 AND SET
 MJ0098'IN THE TOP OF A CONCRETE POST.
 MJ0098
 MJ0098                          STATION RECOVERY (1977)
 MJ0098
 MJ0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MJ0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0279 ***********************************************************************
 MH0279  DESIGNATION -  Q 110
 MH0279  PID         -  MH0279
 MH0279  STATE/COUNTY-  IA/CLARKE
 MH0279  USGS QUAD   -  WOODBURN (1983)
 MH0279
 MH0279                         *CURRENT SURVEY CONTROL
 MH0279  ___________________________________________________________________
 MH0279* NAD 83(1986)-  41 00 38.     (N)    093 35 56.     (W)     SCALED    
 MH0279* NAVD 88     -       292.296  (meters)     958.97   (feet)  ADJUSTED  
 MH0279  ___________________________________________________________________
 MH0279  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 MH0279  DYNAMIC HT  -         292.159 (meters)     958.52  (feet)  COMP
 MH0279  MODELED GRAV-     980,146.2   (mgal)                       NAVD 88
 MH0279
 MH0279  VERT ORDER  -  SECOND    CLASS 0
 MH0279
 MH0279.The horizontal coordinates were scaled from a topographic map and have
 MH0279.an estimated accuracy of +/- 6 seconds.
 MH0279
 MH0279.The orthometric height was determined by differential leveling
 MH0279.and adjusted by the National Geodetic Survey in June 1991..
 MH0279
 MH0279.The geoid height was determined by GEOID03.
 MH0279
 MH0279.The dynamic height is computed by dividing the NAVD 88
 MH0279.geopotential number by the normal gravity value computed on the
 MH0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0279.degrees latitude (g = 980.6199 gals.).
 MH0279
 MH0279.The modeled gravity was interpolated from observed gravity values.
 MH0279
 MH0279;                    North         East    Units  Estimated Accuracy
 MH0279;SPC IA S     -   112,230.      491,680.      MT  (+/- 180 meters Scaled)
 MH0279
 MH0279                          SUPERSEDED SURVEY CONTROL
 MH0279
 MH0279  NGVD 29 (??/??/92)  292.229  (m)          958.75   (f) ADJ UNCH    2 0
 MH0279
 MH0279.Superseded values are not recommended for survey control.
 MH0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0279.See file dsdata.txt to determine how the superseded data were derived.
 MH0279
 MH0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF496401(NAD 83)
 MH0279_MARKER: DB = BENCH MARK DISK
 MH0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0279_STAMPING: Q 110 1935
 MH0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0279+STABILITY: SURFACE MOTION
 MH0279
 MH0279  HISTORY     - Date     Condition        Report By
 MH0279  HISTORY     - 1935     MONUMENTED       CGS
 MH0279  HISTORY     - 1980     MARK NOT FOUND   USGS
 MH0279
 MH0279                          STATION DESCRIPTION
 MH0279
 MH0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0279'AT WOODBURN.
 MH0279'AT WOODBURN, CLARKE COUNTY, ON THE CHICAGO, BURLINGTON AND
 MH0279'QUINCY RAILROAD, OPPOSITE THE NORTHWEST END OF THE STATION, 23
 MH0279'FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, AND 11 FEET
 MH0279'NORTHEAST OF THE CENTERLINE OF THE SIDETRACK BEHIND THE STATION.
 MH0279'A STANDARD DISK, STAMPED Q 110 1935 AND SET IN THE TOP OF A
 MH0279'CONCRETE POST FLUSH WITH THE GROUND.
 MH0279
 MH0279                          STATION RECOVERY (1980)
 MH0279
 MH0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MH0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0282 ***********************************************************************
 LE0282  DESIGNATION -  Q 111
 LE0282  PID         -  LE0282
 LE0282  STATE/COUNTY-  IA/MONROE
 LE0282  USGS QUAD   -  MELROSE (1982)
 LE0282
 LE0282                         *CURRENT SURVEY CONTROL
 LE0282  ___________________________________________________________________
 LE0282* NAD 83(1986)-  40 58 28.     (N)    093 02 47.     (W)     SCALED    
 LE0282* NAVD 88     -       264.029  (meters)     866.24   (feet)  ADJUSTED  
 LE0282  ___________________________________________________________________
 LE0282  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 LE0282  DYNAMIC HT  -         263.908 (meters)     865.84  (feet)  COMP
 LE0282  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 LE0282
 LE0282  VERT ORDER  -  SECOND    CLASS 0
 LE0282
 LE0282.The horizontal coordinates were scaled from a topographic map and have
 LE0282.an estimated accuracy of +/- 6 seconds.
 LE0282
 LE0282.The orthometric height was determined by differential leveling
 LE0282.and adjusted by the National Geodetic Survey in June 1991..
 LE0282
 LE0282.The geoid height was determined by GEOID03.
 LE0282
 LE0282.The dynamic height is computed by dividing the NAVD 88
 LE0282.geopotential number by the normal gravity value computed on the
 LE0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0282.degrees latitude (g = 980.6199 gals.).
 LE0282
 LE0282.The modeled gravity was interpolated from observed gravity values.
 LE0282
 LE0282;                    North         East    Units  Estimated Accuracy
 LE0282;SPC IA S     -   108,310.      538,180.      MT  (+/- 180 meters Scaled)
 LE0282
 LE0282                          SUPERSEDED SURVEY CONTROL
 LE0282
 LE0282  NGVD 29 (??/??/92)  264.010  (m)          866.17   (f) ADJ UNCH    2 0
 LE0282
 LE0282.Superseded values are not recommended for survey control.
 LE0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0282.See file dsdata.txt to determine how the superseded data were derived.
 LE0282
 LE0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF960359(NAD 83)
 LE0282_MARKER: DB = BENCH MARK DISK
 LE0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0282_STAMPING: Q 111 1935
 LE0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0282+STABILITY: SURFACE MOTION
 LE0282
 LE0282  HISTORY     - Date     Condition        Report By
 LE0282  HISTORY     - 1935     MONUMENTED       CGS
 LE0282
 LE0282                          STATION DESCRIPTION
 LE0282
 LE0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0282'AT MELROSE.
 LE0282'AT MELROSE, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LE0282'9 POLES EAST OF THE STATION, 69 FEET SOUTH OF A FEED STORE, 21
 LE0282'FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, AND ABOUT 3-1/2
 LE0282'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Q 111 1935
 LE0282'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0262 ***********************************************************************
 MH0262  DESIGNATION -  Q 113
 MH0262  PID         -  MH0262
 MH0262  STATE/COUNTY-  IA/LUCAS
 MH0262  USGS QUAD   -  CHARITON (1982)
 MH0262
 MH0262                         *CURRENT SURVEY CONTROL
 MH0262  ___________________________________________________________________
 MH0262* NAD 83(1986)-  41 02 15.     (N)    093 16 27.     (W)     SCALED    
 MH0262* NAVD 88     -       289.109  (meters)     948.52   (feet)  ADJUSTED  
 MH0262  ___________________________________________________________________
 MH0262  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 MH0262  DYNAMIC HT  -         288.976 (meters)     948.08  (feet)  COMP
 MH0262  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 MH0262
 MH0262  VERT ORDER  -  SECOND    CLASS 0
 MH0262
 MH0262.The horizontal coordinates were scaled from a topographic map and have
 MH0262.an estimated accuracy of +/- 6 seconds.
 MH0262
 MH0262.The orthometric height was determined by differential leveling
 MH0262.and adjusted by the National Geodetic Survey in June 1991..
 MH0262
 MH0262.The geoid height was determined by GEOID03.
 MH0262
 MH0262.The dynamic height is computed by dividing the NAVD 88
 MH0262.geopotential number by the normal gravity value computed on the
 MH0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0262.degrees latitude (g = 980.6199 gals.).
 MH0262
 MH0262.The modeled gravity was interpolated from observed gravity values.
 MH0262
 MH0262;                    North         East    Units  Estimated Accuracy
 MH0262;SPC IA S     -   115,240.      518,990.      MT  (+/- 180 meters Scaled)
 MH0262
 MH0262                          SUPERSEDED SURVEY CONTROL
 MH0262
 MH0262  NGVD 29 (??/??/92)  289.058  (m)          948.35   (f) ADJ UNCH    2 0
 MH0262
 MH0262.Superseded values are not recommended for survey control.
 MH0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0262.See file dsdata.txt to determine how the superseded data were derived.
 MH0262
 MH0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF769429(NAD 83)
 MH0262_MARKER: DB = BENCH MARK DISK
 MH0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0262_STAMPING: Q 113 1935
 MH0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0262+STABILITY: SURFACE MOTION
 MH0262
 MH0262  HISTORY     - Date     Condition        Report By
 MH0262  HISTORY     - 1935     MONUMENTED       CGS
 MH0262  HISTORY     - 1977     MARK NOT FOUND   USGS
 MH0262
 MH0262                          STATION DESCRIPTION
 MH0262
 MH0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0262'2.1 MI NE FROM CHARITON.
 MH0262'2.1 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0262'RAILROAD FROM THE STATION AT CHARITON, 60 FEET NORTHEAST OF POLE
 MH0262'25+20, 27 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AT THE
 MH0262'WIDE PLACE OF A FILL, AND 2 FEET LOWER THAN THE TRACK.  A
 MH0262'STANDARD DISK, STAMPED Q 113 1935 AND SET IN THE TOP OF A
 MH0262'CONCRETE POST.
 MH0262
 MH0262                          STATION RECOVERY (1977)
 MH0262
 MH0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MH0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0197 ***********************************************************************
 LE0197  DESIGNATION -  Q 119
 LE0197  PID         -  LE0197
 LE0197  STATE/COUNTY-  IA/MONROE
 LE0197  USGS QUAD   -  MORAVIA (1982)
 LE0197
 LE0197                         *CURRENT SURVEY CONTROL
 LE0197  ___________________________________________________________________
 LE0197* NAD 83(1986)-  40 57 52.     (N)    092 47 32.     (W)     SCALED    
 LE0197* NAVD 88     -       295.585  (meters)     969.77   (feet)  POSTED    
 LE0197  ___________________________________________________________________
 LE0197  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LE0197  DYNAMIC HT  -         295.450 (meters)     969.32  (feet)  COMP
 LE0197  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 LE0197
 LE0197  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LE0197
 LE0197.The horizontal coordinates were scaled from a topographic map and have
 LE0197.an estimated accuracy of +/- 6 seconds.
 LE0197
 LE0197.The orthometric height was determined by differential leveling
 LE0197.and adjusted by the National Geodetic Survey in 1992..
 LE0197.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LE0197.rate of 2.1 thru 3.0 mm/km.
 LE0197
 LE0197.The geoid height was determined by GEOID03.
 LE0197
 LE0197.The dynamic height is computed by dividing the NAVD 88
 LE0197.geopotential number by the normal gravity value computed on the
 LE0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0197.degrees latitude (g = 980.6199 gals.).
 LE0197
 LE0197.The modeled gravity was interpolated from observed gravity values.
 LE0197
 LE0197;                    North         East    Units  Estimated Accuracy
 LE0197;SPC IA S     -   107,340.      559,580.      MT  (+/- 180 meters Scaled)
 LE0197
 LE0197                          SUPERSEDED SURVEY CONTROL
 LE0197
 LE0197  NGVD 29 (??/??/92)  295.556  (m)          969.67   (f) ADJ UNCH    2 0
 LE0197
 LE0197.Superseded values are not recommended for survey control.
 LE0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0197.See file dsdata.txt to determine how the superseded data were derived.
 LE0197
 LE0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF174348(NAD 83)
 LE0197_MARKER: DB = BENCH MARK DISK
 LE0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0197_STAMPING: Q 119 1935
 LE0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0197+STABILITY: SURFACE MOTION
 LE0197
 LE0197  HISTORY     - Date     Condition        Report By
 LE0197  HISTORY     - 1935     MONUMENTED       CGS
 LE0197  HISTORY     - 1966     MARK NOT FOUND   USGS
 LE0197
 LE0197                          STATION DESCRIPTION
 LE0197
 LE0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0197'5.3 MI S FROM ALBIA.
 LE0197'5.3 MILES SOUTH ALONG THE WABASH RAILROAD FROM THE CROSSING OF THE
 LE0197'CHICAGO, BURLINGTON AND QUINCY RAILROAD AT ALBIA, MONROE COUNTY,
 LE0197'2 POLES SOUTHWEST OF MILEPOST 267, AT A ROAD CROSSING, 24 FEET
 LE0197'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 15 FEET NORTHEAST OF THE
 LE0197'CENTERLINE OF THE ROAD, 6 FEET NORTHWEST OF THE RIGHT OF WAY
 LE0197'FENCE, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LE0197'Q 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0197
 LE0197                          STATION RECOVERY (1966)
 LE0197
 LE0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LE0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0442 ***********************************************************************
 ON0442  DESIGNATION -  Q 12
 ON0442  PID         -  ON0442
 ON0442  STATE/COUNTY-  IA/CLAYTON
 ON0442  USGS QUAD   -  GIARD (1971)
 ON0442
 ON0442                         *CURRENT SURVEY CONTROL
 ON0442  ___________________________________________________________________
 ON0442* NAD 83(1986)-  43 01 47.     (N)    091 21 10.     (W)     SCALED    
 ON0442* NAVD 88     -       325.449  (meters)    1067.74   (feet)  ADJUSTED  
 ON0442  ___________________________________________________________________
 ON0442  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 ON0442  DYNAMIC HT  -         325.362 (meters)    1067.46  (feet)  COMP
 ON0442  MODELED GRAV-     980,345.4   (mgal)                       NAVD 88
 ON0442
 ON0442  VERT ORDER  -  FIRST     CLASS II
 ON0442
 ON0442.The horizontal coordinates were scaled from a topographic map and have
 ON0442.an estimated accuracy of +/- 6 seconds.
 ON0442
 ON0442.The orthometric height was determined by differential leveling
 ON0442.and adjusted by the National Geodetic Survey in June 1991..
 ON0442
 ON0442.The geoid height was determined by GEOID03.
 ON0442
 ON0442.The dynamic height is computed by dividing the NAVD 88
 ON0442.geopotential number by the normal gravity value computed on the
 ON0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0442.degrees latitude (g = 980.6199 gals.).
 ON0442
 ON0442.The modeled gravity was interpolated from observed gravity values.
 ON0442
 ON0442;                    North         East    Units  Estimated Accuracy
 ON0442;SPC IA N     - 1,172,140.    1,674,980.      MT  (+/- 180 meters Scaled)
 ON0442
 ON0442                          SUPERSEDED SURVEY CONTROL
 ON0442
 ON0442  NGVD 29 (??/??/92)  325.486  (m)         1067.87   (f) ADJ UNCH    1 2
 ON0442
 ON0442.Superseded values are not recommended for survey control.
 ON0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0442.See file dsdata.txt to determine how the superseded data were derived.
 ON0442
 ON0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH341654(NAD 83)
 ON0442_MARKER: DB = BENCH MARK DISK
 ON0442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0442_SP_SET: BRIDGE
 ON0442_STAMPING: Q 12 1933
 ON0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0442+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 ON0442
 ON0442  HISTORY     - Date     Condition        Report By
 ON0442  HISTORY     - 1933     MONUMENTED       CGS
 ON0442  HISTORY     - 1934     GOOD             NGS
 ON0442  HISTORY     - 20020520 GOOD             AERSVC
 ON0442
 ON0442                          STATION DESCRIPTION
 ON0442
 ON0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0442'2.8 MI E FROM MONONA.
 ON0442'2.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0442'PACIFIC RAILROAD FROM MONONA, CLAYTON COUNTY, 71 FEET EAST OF
 ON0442'A ROAD CROSSING, AT THE FIRST RAILROAD BRIDGE WEST OF VALDORA,
 ON0442'IN THE TOP AT THE SOUTH END OF THE WEST CONCRETE ABUTMENT, AND
 ON0442'9.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 ON0442'STAMPED Q 12 1933.
 ON0442
 ON0442                          STATION RECOVERY (2002)
 ON0442
 ON0442'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2002 (KZ)
 ON0442'2.8 MILES EAST ALONG RAILROAD FROM MONONA, 71 FEET SOUTH OF CENTERLINE
 ON0442'OF GREENFIELD ROAD, IN THE TOP OF THE THE SOUTHWEST CORNER OF THE
 ON0442'NORTHWEST ABUTMENT AND 9.5' SOUTHWEST OF THE CENTERLING OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0637 ***********************************************************************
 LD0637  DESIGNATION -  Q 120
 LD0637  PID         -  LD0637
 LD0637  STATE/COUNTY-  IA/LEE
 LD0637  USGS QUAD   -  ARGYLE (1982)
 LD0637
 LD0637                         *CURRENT SURVEY CONTROL
 LD0637  ___________________________________________________________________
 LD0637* NAD 83(1986)-  40 32 34.     (N)    091 32 13.     (W)     SCALED    
 LD0637* NAVD 88     -       186.209  (meters)     610.92   (feet)  ADJUSTED  
 LD0637  ___________________________________________________________________
 LD0637  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0637  DYNAMIC HT  -         186.118 (meters)     610.62  (feet)  COMP
 LD0637  MODELED GRAV-     980,130.1   (mgal)                       NAVD 88
 LD0637
 LD0637  VERT ORDER  -  SECOND    CLASS 0
 LD0637
 LD0637.The horizontal coordinates were scaled from a topographic map and have
 LD0637.an estimated accuracy of +/- 6 seconds.
 LD0637
 LD0637.The orthometric height was determined by differential leveling
 LD0637.and adjusted by the National Geodetic Survey in June 1991..
 LD0637
 LD0637.The geoid height was determined by GEOID03.
 LD0637
 LD0637.The dynamic height is computed by dividing the NAVD 88
 LD0637.geopotential number by the normal gravity value computed on the
 LD0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0637.degrees latitude (g = 980.6199 gals.).
 LD0637
 LD0637.The modeled gravity was interpolated from observed gravity values.
 LD0637
 LD0637;                    North         East    Units  Estimated Accuracy
 LD0637;SPC IA S     -    62,150.      666,290.      MT  (+/- 180 meters Scaled)
 LD0637
 LD0637                          SUPERSEDED SURVEY CONTROL
 LD0637
 LD0637  NGVD 29 (??/??/92)  186.24   (m)          611.0    (f) COMPUTED    2 0
 LD0637
 LD0637.Superseded values are not recommended for survey control.
 LD0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0637.See file dsdata.txt to determine how the superseded data were derived.
 LD0637
 LD0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE238890(NAD 83)
 LD0637_MARKER: DB = BENCH MARK DISK
 LD0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0637_STAMPING: Q 120 1935
 LD0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0637+STABILITY: SURFACE MOTION
 LD0637
 LD0637  HISTORY     - Date     Condition        Report By
 LD0637  HISTORY     - 1935     MONUMENTED       CGS
 LD0637  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 LD0637
 LD0637                          STATION DESCRIPTION
 LD0637
 LD0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0637'1.9 MI E FROM ARGYLE.
 LD0637'1.9 MILES EAST OF.  ALONG THE A.T. AND S.F. RAILROAD TO BLOCK
 LD0637'SIGNAL 2461 AT A PRIVATE CROSSING 7 POLES WEST OF MILE POST 246.
 LD0637'SET IN THE FOUNDATION, 8 FEET NORTH OF THE CENTERLINE OF THE
 LD0637'NORTH TRACK, 6 INCHES BELOW THE RAILS.
 LD0637
 LD0637                          STATION RECOVERY (2000)
 LD0637
 LD0637'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LD0637'DISK IS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0638 ***********************************************************************
 LD0638  DESIGNATION -  Q 120 RESET
 LD0638  PID         -  LD0638
 LD0638  STATE/COUNTY-  IA/LEE
 LD0638  USGS QUAD   -  ARGYLE (1982)
 LD0638
 LD0638                         *CURRENT SURVEY CONTROL
 LD0638  ___________________________________________________________________
 LD0638* NAD 83(1986)-  40 32 34.     (N)    091 32 13.     (W)     SCALED    
 LD0638* NAVD 88     -       183.89   (meters)     603.3    (feet)  RESET     
 LD0638  ___________________________________________________________________
 LD0638  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0638
 LD0638  VERT ORDER  -  THIRD
 LD0638
 LD0638.The horizontal coordinates were scaled from a topographic map and have
 LD0638.an estimated accuracy of +/- 6 seconds.
 LD0638
 LD0638.The orthometric height was computed from unverified reset data.
 LD0638
 LD0638.The geoid height was determined by GEOID03.
 LD0638
 LD0638;                    North         East    Units  Estimated Accuracy
 LD0638;SPC IA S     -    62,150.      666,290.      MT  (+/- 180 meters Scaled)
 LD0638
 LD0638                          SUPERSEDED SURVEY CONTROL
 LD0638
 LD0638  NGVD 29 (??/??/??)  188.56   (m)          618.6    (f) RESET       3  
 LD0638
 LD0638.Superseded values are not recommended for survey control.
 LD0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0638.See file dsdata.txt to determine how the superseded data were derived.
 LD0638
 LD0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE238890(NAD 83)
 LD0638_MARKER: DB = BENCH MARK DISK
 LD0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0638_STAMPING: Q 120 RESET 1936
 LD0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0638+STABILITY: SURFACE MOTION
 LD0638
 LD0638  HISTORY     - Date     Condition        Report By
 LD0638  HISTORY     - 1936     MONUMENTED       ATSFRR
 LD0638  HISTORY     - 1937     GOOD             NGS
 LD0638
 LD0638                          STATION DESCRIPTION
 LD0638
 LD0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 LD0638'1.9 MI NE FROM ARGYLE.
 LD0638'1.9 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LD0638'RAILWAY FROM THE STATION AT ARGYLE, LEE COUNTY, 870 FEET WEST
 LD0638'OF MILEPOST 246, AT A PRIVATE-ROAD CROSSING, 150 FEET SOUTH OF
 LD0638'THE CENTERLINE OF THE WEST-BOUND TRACK, NEAR A PRIVATE FARM GATE,
 LD0638'AND IN THE SOUTHEAST CORNER OF THE RIGHT-OF-WAY FENCE.  A
 LD0638'STANDARD DISK, STAMPED Q 120 RESET 1936 AND SET IN THE TOP OF
 LD0638'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THIS
 LD0638'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY
 LD0638'ENGINEERS OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY IN MAY
 LD0638'1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0644 ***********************************************************************
 LD0644  DESIGNATION -  Q 121
 LD0644  PID         -  LD0644
 LD0644  STATE/COUNTY-  IA/VAN BUREN
 LD0644  USGS QUAD   -  MOUNT STERLING (1982)
 LD0644
 LD0644                         *CURRENT SURVEY CONTROL
 LD0644  ___________________________________________________________________
 LD0644* NAD 83(1996)-  40 37 05.67300(N)    091 54 20.31141(W)     ADJUSTED  
 LD0644* NAVD 88     -       225.228  (meters)     738.94   (feet)  ADJUSTED  
 LD0644  ___________________________________________________________________
 LD0644  X           -    -161,228.176 (meters)                     COMP
 LD0644  Y           -  -4,845,761.796 (meters)                     COMP
 LD0644  Z           -   4,130,460.555 (meters)                     COMP
 LD0644  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 LD0644  ELLIP HEIGHT-         192.20  (meters)          (05/06/99) GPS OBS
 LD0644  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 LD0644  DYNAMIC HT  -         225.118 (meters)     738.57  (feet)  COMP
 LD0644  MODELED GRAV-     980,132.6   (mgal)                       NAVD 88
 LD0644
 LD0644  HORZ ORDER  -  THIRD
 LD0644  VERT ORDER  -  SECOND    CLASS 0
 LD0644  ELLP ORDER  -  FOURTH    CLASS I
 LD0644
 LD0644.The horizontal coordinates were established by GPS observations
 LD0644.and adjusted by the National Geodetic Survey in May 1999..
 LD0644
 LD0644.The orthometric height was determined by differential leveling
 LD0644.and adjusted by the National Geodetic Survey in June 1991..
 LD0644
 LD0644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0644
 LD0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0644
 LD0644.The ellipsoidal height was determined by GPS observations
 LD0644.and is referenced to NAD 83.
 LD0644
 LD0644.The geoid height was determined by GEOID03.
 LD0644
 LD0644.The dynamic height is computed by dividing the NAVD 88
 LD0644.geopotential number by the normal gravity value computed on the
 LD0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0644.degrees latitude (g = 980.6199 gals.).
 LD0644
 LD0644.The modeled gravity was interpolated from observed gravity values.
 LD0644
 LD0644;                    North         East     Units Scale Factor Converg.
 LD0644;SPC IA S     -    69,891.443   634,904.987   MT  0.99999972   +1 03 00.7
 LD0644;UTM  15      - 4,496,955.315   592,567.032   MT  0.99970547   +0 42 45.0
 LD0644
 LD0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0644!SPC IA S     -   0.99996985  x   0.99999972  =   0.99996957
 LD0644!UTM  15      -   0.99996985  x   0.99970547  =   0.99967533
 LD0644
 LD0644                          SUPERSEDED SURVEY CONTROL
 LD0644
 LD0644  NAD 83(1986)-  40 37 05.68112(N)    091 54 20.32559(W) AD(       ) 3
 LD0644  NGVD 29 (??/??/92)  225.241  (m)          738.98   (f) ADJ UNCH    2 0
 LD0644
 LD0644.Superseded values are not recommended for survey control.
 LD0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0644.See file dsdata.txt to determine how the superseded data were derived.
 LD0644
 LD0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE9256796955(NAD 83)
 LD0644_MARKER: DB = BENCH MARK DISK
 LD0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0644_SP_SET: CONCRETE POST
 LD0644_STAMPING: Q 121 1935
 LD0644_MARK LOGO: CGS   
 LD0644_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0644+STABILITY: SURFACE MOTION
 LD0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0644+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1989
 LD0644
 LD0644  HISTORY     - Date     Condition        Report By
 LD0644  HISTORY     - 1935     MONUMENTED       CGS
 LD0644  HISTORY     - 19890812 GOOD             NGS
 LD0644
 LD0644                          STATION DESCRIPTION
 LD0644
 LD0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0644'1.4 MI E FROM MT STERLING.
 LD0644'1.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0644'FROM THE STATION AT MT. STERLING, VAN BUREN COUNTY, 11-1/2
 LD0644'POLES EAST OF MILEPOST 54, AT A ROAD CROSSING, 48 FEET WEST OF
 LD0644'THE CENTERLINE OF THE ROAD, 43 FEET NORTH OF THE CENTERLINE
 LD0644'OF THE TRACK, 3 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE CORNER,
 LD0644'AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Q 121
 LD0644'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LD0644
 LD0644                          STATION RECOVERY (1989)
 LD0644
 LD0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LD0644'THE STATION IS LOCATED ABOUT 2.25 KM (1.40 MI) EAST OF MOUNT STERLING,
 LD0644'7.55 KM (4.70 MI) SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 1 AND 2
 LD0644'AND 1.3 KM (0.80 MI) NORTH OF THE IOWA-MISSOURI STATE LINES.
 LD0644'OWNERSHIP--UNKNOWN.
 LD0644'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 2,
 LD0644'ABOUT 5.0 KM (3.10 MI) SOUTH OF KEOSAUQUA, GO EAST ON STATE HIGHWAY 2
 LD0644'FOR 0.71 KM (0.45 MI) TO THE JUNCTION OF COUNTY ROAD W 20 ON THE
 LD0644'RIGHT.  TURN RIGHT, SOUTH, ON COUNTY ROAD W 20 FOR 8.2 KM (5.10 MI) TO
 LD0644'A TRACK ROAD AND THE STATION ON THE RIGHT, ABOUT 0.08 KM (0.05 MI)
 LD0644'SOUTH OF A GRAVEL ROAD LEADING EAST.
 LD0644'THE STATION IS A STANDARD CGS BENCHMARK DISK PROJECTING ABOUT 8-INCHES
 LD0644'ABOVE THE GROUND.  LOCATED 34.0 M (111.5 FT) WEST OF THE CENTER OF
 LD0644'COUNTY ROAD W 20, 13.5 M (44.3 FT) NORTH OF THE CENTER OF THE TRACK
 LD0644'ROAD, 11.1 M (36.4 FT) WEST OF THE SOUTHEAST CONCRETE CORNER POST OF A
 LD0644'WIRE FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST AND
 LD0644'0.2 M (0.7 FT) SOUTH OF THE FENCE WITH A METAL WITNESS POST ATTACHED.
 LD0644'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0611 ***********************************************************************
 LD0611  DESIGNATION -  Q 122=56 33
 LD0611  PID         -  LD0611
 LD0611  STATE/COUNTY-  IA/LEE
 LD0611  USGS QUAD   -  DONNELLSON (1968)
 LD0611
 LD0611                         *CURRENT SURVEY CONTROL
 LD0611  ___________________________________________________________________
 LD0611* NAD 83(1986)-  40 41 58.     (N)    091 33 51.     (W)     SCALED    
 LD0611* NAVD 88     -       213.253  (meters)     699.65   (feet)  ADJUSTED  
 LD0611  ___________________________________________________________________
 LD0611  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LD0611  DYNAMIC HT  -         213.151 (meters)     699.31  (feet)  COMP
 LD0611  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 LD0611
 LD0611  VERT ORDER  -  SECOND    CLASS 0
 LD0611
 LD0611.The horizontal coordinates were scaled from a topographic map and have
 LD0611.an estimated accuracy of +/- 6 seconds.
 LD0611
 LD0611.The orthometric height was determined by differential leveling
 LD0611.and adjusted by the National Geodetic Survey in June 1991..
 LD0611
 LD0611.The geoid height was determined by GEOID03.
 LD0611
 LD0611.The dynamic height is computed by dividing the NAVD 88
 LD0611.geopotential number by the normal gravity value computed on the
 LD0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0611.degrees latitude (g = 980.6199 gals.).
 LD0611
 LD0611.The modeled gravity was interpolated from observed gravity values.
 LD0611
 LD0611;                    North         East    Units  Estimated Accuracy
 LD0611;SPC IA S     -    79,490.      663,590.      MT  (+/- 180 meters Scaled)
 LD0611
 LD0611                          SUPERSEDED SURVEY CONTROL
 LD0611
 LD0611  NGVD 29 (??/??/92)  213.282  (m)          699.74   (f) ADJ UNCH    2 0
 LD0611
 LD0611.Superseded values are not recommended for survey control.
 LD0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0611.See file dsdata.txt to determine how the superseded data were derived.
 LD0611
 LD0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF213063(NAD 83)
 LD0611_MARKER: DD = SURVEY DISK
 LD0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0611_STAMPING: Q 122 1935 56-33
 LD0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0611+STABILITY: SURFACE MOTION
 LD0611
 LD0611  HISTORY     - Date     Condition        Report By
 LD0611  HISTORY     - 1935     MONUMENTED       IOWAGS
 LD0611  HISTORY     - 1941     GOOD             NGS
 LD0611
 LD0611                          STATION DESCRIPTION
 LD0611
 LD0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LD0611'3.9 MI N FROM DONNELLSON.
 LD0611'3.9 MILES NORTH ALONG U.S. HIGHWAY 218 FROM A CROSSING OF THE
 LD0611'CHICAGO, BURLINGTON AND QUINCY RAILROAD AT DONNELLSON, LEE
 LD0611'COUNTY, AT DOVER, 400 FEET NORTH OF THE SCHOOL YARD, OPPOSITE
 LD0611'HIGHWAY STATION 1222+77, 32 FEET EAST OF THE CENTERLINE OF THE
 LD0611'HIGHWAY, AND 1 FOOT WEST OF A FENCE.  A STATE SURVEY STANDARD
 LD0611'DISK, STAMPED Q 122 1935 56-33 AND SET IN THE TOP OF A CONCRETE
 LD0611'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0491 ***********************************************************************
 MG0491  DESIGNATION -  Q 123
 MG0491  PID         -  MG0491
 MG0491  STATE/COUNTY-  IA/WASHINGTON
 MG0491  USGS QUAD   -  CRAWFORDSVILLE (1981)
 MG0491
 MG0491                         *CURRENT SURVEY CONTROL
 MG0491  ___________________________________________________________________
 MG0491* NAD 83(1986)-  41 13 53.     (N)    091 33 47.     (W)     SCALED    
 MG0491* NAVD 88     -       224.776  (meters)     737.45   (feet)  ADJUSTED  
 MG0491  ___________________________________________________________________
 MG0491  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0491  DYNAMIC HT  -         224.680 (meters)     737.14  (feet)  COMP
 MG0491  MODELED GRAV-     980,193.2   (mgal)                       NAVD 88
 MG0491
 MG0491  VERT ORDER  -  SECOND    CLASS 0
 MG0491
 MG0491.The horizontal coordinates were scaled from a topographic map and have
 MG0491.an estimated accuracy of +/- 6 seconds.
 MG0491
 MG0491.The orthometric height was determined by differential leveling
 MG0491.and adjusted by the National Geodetic Survey in June 1991..
 MG0491
 MG0491.The geoid height was determined by GEOID03.
 MG0491
 MG0491.The dynamic height is computed by dividing the NAVD 88
 MG0491.geopotential number by the normal gravity value computed on the
 MG0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0491.degrees latitude (g = 980.6199 gals.).
 MG0491
 MG0491.The modeled gravity was interpolated from observed gravity values.
 MG0491
 MG0491;                    North         East    Units  Estimated Accuracy
 MG0491;SPC IA S     -   138,550.      662,370.      MT  (+/- 180 meters Scaled)
 MG0491
 MG0491                          SUPERSEDED SURVEY CONTROL
 MG0491
 MG0491  NGVD 29 (??/??/92)  224.818  (m)          737.59   (f) ADJ UNCH    2 0
 MG0491
 MG0491.Superseded values are not recommended for survey control.
 MG0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0491.See file dsdata.txt to determine how the superseded data were derived.
 MG0491
 MG0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF204654(NAD 83)
 MG0491_MARKER: DB = BENCH MARK DISK
 MG0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0491_STAMPING: Q 123 1935
 MG0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0491+STABILITY: SURFACE MOTION
 MG0491
 MG0491  HISTORY     - Date     Condition        Report By
 MG0491  HISTORY     - 1935     MONUMENTED       CGS
 MG0491  HISTORY     - 1941     GOOD             NGS
 MG0491
 MG0491                          STATION DESCRIPTION
 MG0491
 MG0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0491'1.6 MI NW FROM CRAWFORDSVILLE.
 MG0491'1.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MG0491'RAILROAD FROM THE CROSSING OF U.S. HIGHWAY 218 AT CRAWFORDSVILLE,
 MG0491'AT A ROAD CROSSING, 27 FEET NORTHEAST OF THE CENTERLINE OF THE
 MG0491'TRACK, 32 FEET WEST OF THE CENTERLINE OF THE ROAD, 8 FEET NORTHWEST
 MG0491'OF A FENCE CORNER, AND 2 FEET SOUTHWEST OF A FENCE.  A STANDARD
 MG0491'DISK, STAMPED Q 123 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0506 ***********************************************************************
 MG0506  DESIGNATION -  Q 124
 MG0506  PID         -  MG0506
 MG0506  STATE/COUNTY-  IA/JEFFERSON
 MG0506  USGS QUAD   -  FAIRFIELD NORTH (1980)
 MG0506
 MG0506                         *CURRENT SURVEY CONTROL
 MG0506  ___________________________________________________________________
 MG0506* NAD 83(1986)-  41 00 37.     (N)    091 52 36.     (W)     SCALED    
 MG0506* NAVD 88     -       236.442  (meters)     775.73   (feet)  ADJUSTED  
 MG0506  ___________________________________________________________________
 MG0506  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0506  DYNAMIC HT  -         236.336 (meters)     775.38  (feet)  COMP
 MG0506  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 MG0506
 MG0506  VERT ORDER  -  SECOND    CLASS 0
 MG0506
 MG0506.The horizontal coordinates were scaled from a topographic map and have
 MG0506.an estimated accuracy of +/- 6 seconds.
 MG0506
 MG0506.The orthometric height was determined by differential leveling
 MG0506.and adjusted by the National Geodetic Survey in June 1991..
 MG0506
 MG0506.The geoid height was determined by GEOID03.
 MG0506
 MG0506.The dynamic height is computed by dividing the NAVD 88
 MG0506.geopotential number by the normal gravity value computed on the
 MG0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0506.degrees latitude (g = 980.6199 gals.).
 MG0506
 MG0506.The modeled gravity was interpolated from observed gravity values.
 MG0506
 MG0506;                    North         East    Units  Estimated Accuracy
 MG0506;SPC IA S     -   113,460.      636,540.      MT  (+/- 180 meters Scaled)
 MG0506
 MG0506                          SUPERSEDED SURVEY CONTROL
 MG0506
 MG0506  NGVD 29 (??/??/92)  236.487  (m)          775.87   (f) ADJ UNCH    2 0
 MG0506
 MG0506.Superseded values are not recommended for survey control.
 MG0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0506.See file dsdata.txt to determine how the superseded data were derived.
 MG0506
 MG0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF944405(NAD 83)
 MG0506_MARKER: DB = BENCH MARK DISK
 MG0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0506_SP_SET: CULVERT
 MG0506_STAMPING: Q 124 1935
 MG0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0506
 MG0506  HISTORY     - Date     Condition        Report By
 MG0506  HISTORY     - 1935     MONUMENTED       CGS
 MG0506
 MG0506                          STATION DESCRIPTION
 MG0506
 MG0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MG0506'0.4 MI W FROM BECKWITH.
 MG0506'0.4 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MG0506'FROM THE STATION AT BECKWITH, 500 FEET WEST OF A ROAD CROSSING,
 MG0506'AT A CULVERT, IN THE TOP OF THE SOUTH CONCRETE HEADWALL, 0.5 FOOT
 MG0506'EAST OF THE WEST END, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A
 MG0506'STANDARD DISK, STAMPED Q 124 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0517 ***********************************************************************
 LD0517  DESIGNATION -  Q 125
 LD0517  PID         -  LD0517
 LD0517  STATE/COUNTY-  IA/DES MOINES
 LD0517  USGS QUAD   -  PLEASANT GROVE (1981)
 LD0517
 LD0517                         *CURRENT SURVEY CONTROL
 LD0517  ___________________________________________________________________
 LD0517* NAD 83(1986)-  40 53 19.     (N)    091 20 36.     (W)     SCALED    
 LD0517* NAVD 88     -       222.111  (meters)     728.71   (feet)  ADJUSTED  
 LD0517  ___________________________________________________________________
 LD0517  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 LD0517  DYNAMIC HT  -         222.008 (meters)     728.37  (feet)  COMP
 LD0517  MODELED GRAV-     980,158.7   (mgal)                       NAVD 88
 LD0517
 LD0517  VERT ORDER  -  SECOND    CLASS 0
 LD0517
 LD0517.The horizontal coordinates were scaled from a topographic map and have
 LD0517.an estimated accuracy of +/- 6 seconds.
 LD0517
 LD0517.The orthometric height was determined by differential leveling
 LD0517.and adjusted by the National Geodetic Survey in June 1991..
 LD0517
 LD0517.The geoid height was determined by GEOID03.
 LD0517
 LD0517.The dynamic height is computed by dividing the NAVD 88
 LD0517.geopotential number by the normal gravity value computed on the
 LD0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0517.degrees latitude (g = 980.6199 gals.).
 LD0517
 LD0517.The modeled gravity was interpolated from observed gravity values.
 LD0517
 LD0517;                    North         East    Units  Estimated Accuracy
 LD0517;SPC IA S     -   100,930.      681,730.      MT  (+/- 180 meters Scaled)
 LD0517
 LD0517                          SUPERSEDED SURVEY CONTROL
 LD0517
 LD0517  NGVD 29 (??/??/92)  222.157  (m)          728.86   (f) ADJ UNCH    2 0
 LD0517
 LD0517.Superseded values are not recommended for survey control.
 LD0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0517.See file dsdata.txt to determine how the superseded data were derived.
 LD0517
 LD0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF395277(NAD 83)
 LD0517_MARKER: DB = BENCH MARK DISK
 LD0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0517_SP_SET: CONCRETE POST
 LD0517_STAMPING: Q 125 1935
 LD0517_MARK LOGO: CGS   
 LD0517_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0517+STABILITY: SURFACE MOTION
 LD0517
 LD0517  HISTORY     - Date     Condition        Report By
 LD0517  HISTORY     - 1935     MONUMENTED       CGS
 LD0517  HISTORY     - 19930211 MARK NOT FOUND   LOCENG
 LD0517
 LD0517                          STATION DESCRIPTION
 LD0517
 LD0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0517'2.3 MI NW FROM DANVILLE.
 LD0517'2.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0517'RAILROAD FROM THE STATION AT DANVILLE, DES MOINES COUNTY, AT A
 LD0517'ROAD CROSSING, 42 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 LD0517'36 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 36 FEET NORTHEAST
 LD0517'OF THE CENTERLINE OF THE NORTHEAST TRACK, 3 FEET SOUTHWEST OF A
 LD0517'POLE WITH TWO GUY WIRES, AND ONE FOOT LOWER THAN THE TRACK.  A
 LD0517'STANDARD DISK, STAMPED Q 125 1935 AND SET IN THE TOP OF A CONCRETE
 LD0517'POST.
 LD0517
 LD0517                          STATION RECOVERY (1993)
 LD0517
 LD0517'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 LD0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0185 ***********************************************************************
 NM0185  DESIGNATION -  Q 128
 NM0185  PID         -  NM0185
 NM0185  STATE/COUNTY-  IA/WOODBURY
 NM0185  USGS QUAD   -  LAWTON (1964)
 NM0185
 NM0185                         *CURRENT SURVEY CONTROL
 NM0185  ___________________________________________________________________
 NM0185* NAD 83(1986)-  42 23 55.     (N)    096 14 15.     (W)     SCALED    
 NM0185* NAVD 88     -       332.833  (meters)    1091.97   (feet)  ADJUSTED  
 NM0185  ___________________________________________________________________
 NM0185  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 NM0185  DYNAMIC HT  -         332.724 (meters)    1091.61  (feet)  COMP
 NM0185  MODELED GRAV-     980,284.7   (mgal)                       NAVD 88
 NM0185
 NM0185  VERT ORDER  -  FIRST     CLASS II
 NM0185
 NM0185.The horizontal coordinates were scaled from a topographic map and have
 NM0185.an estimated accuracy of +/- 6 seconds.
 NM0185
 NM0185.The orthometric height was determined by differential leveling
 NM0185.and adjusted by the National Geodetic Survey in June 1991..
 NM0185
 NM0185.The geoid height was determined by GEOID03.
 NM0185
 NM0185.The dynamic height is computed by dividing the NAVD 88
 NM0185.geopotential number by the normal gravity value computed on the
 NM0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0185.degrees latitude (g = 980.6199 gals.).
 NM0185
 NM0185.The modeled gravity was interpolated from observed gravity values.
 NM0185
 NM0185;                    North         East    Units  Estimated Accuracy
 NM0185;SPC IA N     - 1,103,460.    1,274,670.      MT  (+/- 180 meters Scaled)
 NM0185
 NM0185                          SUPERSEDED SURVEY CONTROL
 NM0185
 NM0185  NGVD 29 (??/??/92)  332.667  (m)         1091.42   (f) ADJ UNCH    1 2
 NM0185
 NM0185.Superseded values are not recommended for survey control.
 NM0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0185.See file dsdata.txt to determine how the superseded data were derived.
 NM0185
 NM0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM273977(NAD 83)
 NM0185_MARKER: DB = BENCH MARK DISK
 NM0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0185_STAMPING: Q 128 1948
 NM0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0185+STABILITY: SURFACE MOTION
 NM0185
 NM0185  HISTORY     - Date     Condition        Report By
 NM0185  HISTORY     - 1948     MONUMENTED       CGS
 NM0185  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0185
 NM0185                          STATION DESCRIPTION
 NM0185
 NM0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0185'1.3 MI W FROM BRONSON.
 NM0185'1.3 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NM0185'STATION AT BRONSON, AT THE CROSSING OF STATE HIGHWAY 141, 51.2
 NM0185'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 34.5 FEET EAST OF A
 NM0185'TELEPHONE POLE, 30.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 NM0185'HIGHWAY, 1.8 FEET EAST OF A REFERENCE POST, 0.8 FOOT NORTH OF A
 NM0185'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 NM0185'ABOVE THE GROUND.
 NM0185
 NM0185                          STATION RECOVERY (1962)
 NM0185
 NM0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0102 ***********************************************************************
 NM0102  DESIGNATION -  Q 129
 NM0102  PID         -  NM0102
 NM0102  STATE/COUNTY-  IA/MONONA
 NM0102  USGS QUAD   -  SLOAN (1969)
 NM0102
 NM0102                         *CURRENT SURVEY CONTROL
 NM0102  ___________________________________________________________________
 NM0102* NAD 83(1986)-  42 08 46.     (N)    096 09 53.     (W)     SCALED    
 NM0102* NAVD 88     -       324.527  (meters)    1064.72   (feet)  ADJUSTED  
 NM0102  ___________________________________________________________________
 NM0102  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 NM0102  DYNAMIC HT  -         324.415 (meters)    1064.35  (feet)  COMP
 NM0102  MODELED GRAV-     980,267.4   (mgal)                       NAVD 88
 NM0102
 NM0102  VERT ORDER  -  FIRST     CLASS II
 NM0102
 NM0102.The horizontal coordinates were scaled from a topographic map and have
 NM0102.an estimated accuracy of +/- 6 seconds.
 NM0102
 NM0102.The orthometric height was determined by differential leveling
 NM0102.and adjusted by the National Geodetic Survey in June 1991..
 NM0102.WARNING-Repeat measurements at this control monument indicate possible
 NM0102.vertical movement.
 NM0102
 NM0102.The geoid height was determined by GEOID03.
 NM0102
 NM0102.The dynamic height is computed by dividing the NAVD 88
 NM0102.geopotential number by the normal gravity value computed on the
 NM0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0102.degrees latitude (g = 980.6199 gals.).
 NM0102
 NM0102.The modeled gravity was interpolated from observed gravity values.
 NM0102
 NM0102;                    North         East    Units  Estimated Accuracy
 NM0102;SPC IA N     - 1,075,240.    1,279,770.      MT  (+/- 180 meters Scaled)
 NM0102
 NM0102                          SUPERSEDED SURVEY CONTROL
 NM0102
 NM0102  NGVD 29 (??/??/92)  324.086  (m)         1063.27   (f) ADJ UNCH    1 2
 NM0102
 NM0102.Superseded values are not recommended for survey control.
 NM0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0102.See file dsdata.txt to determine how the superseded data were derived.
 NM0102
 NM0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM342698(NAD 83)
 NM0102_MARKER: DB = BENCH MARK DISK
 NM0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0102_SP_SET: CONCRETE POST
 NM0102_STAMPING: Q 129 1948
 NM0102_MARK LOGO: CGS   
 NM0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0102+STABILITY: SURFACE MOTION
 NM0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0102+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1989
 NM0102
 NM0102  HISTORY     - Date     Condition        Report By
 NM0102  HISTORY     - 1948     MONUMENTED       CGS
 NM0102  HISTORY     - 1949     GOOD             NGS
 NM0102  HISTORY     - 19890831 GOOD             NGS
 NM0102
 NM0102                          STATION DESCRIPTION
 NM0102
 NM0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0102'1.6 MI NW FROM WHITING.
 NM0102'1.55 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0102'FROM THE STATION AT WHITING, AT A PRIVATE ROAD CROSSING, 127.0
 NM0102'FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 75, 89.7 FEET
 NM0102'SOUTHWEST OF MILEPOST 48, 46.5 FEET SOUTHWEST OF THE SOUTHWEST
 NM0102'RAIL, 7.8 FEET NORTHWEST OF THE NORTHWEST END OF AN IRON GATE,
 NM0102'1.4 FEET NORTHEAST OF A FENCE, 1.6 FEET SOUTHEAST OF A WITNESS
 NM0102'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 NM0102'ABOVE THE GROUND.
 NM0102
 NM0102                          STATION RECOVERY (1949)
 NM0102
 NM0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0102'RECOVERED IN GOOD CONDITION.
 NM0102
 NM0102                          STATION RECOVERY (1989)
 NM0102
 NM0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0102'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.4 KM
 NM0102'(1.50 MI) NORTHWESTERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NM0102'FROM ITS JUNCTION WITH WHITTIER STREET IN WHITING, 38.4 M (126.0 FT)
 NM0102'SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD K 45, 14.2 M (46.6 FT)
 NM0102'SOUTHWEST OF THE NEAR RAIL, 0.2 M (0.7 FT) NORTHEAST OF A WITNESS
 NM0102'POST, LEVEL WITH THE TRACK, AND IN A CONCRETE MONUMENT THAT PROJECTS
 NM0102'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0857 ***********************************************************************
 MJ0857  DESIGNATION -  Q 130
 MJ0857  PID         -  MJ0857
 MJ0857  STATE/COUNTY-  IA/MILLS
 MJ0857  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0857
 MJ0857                         *CURRENT SURVEY CONTROL
 MJ0857  ___________________________________________________________________
 MJ0857* NAD 83(1986)-  41 02 55.     (N)    095 49 20.     (W)     SCALED    
 MJ0857* NAVD 88     -       291.457  (meters)     956.22   (feet)  ADJUSTED  
 MJ0857  ___________________________________________________________________
 MJ0857  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 MJ0857  DYNAMIC HT  -         291.336 (meters)     955.82  (feet)  COMP
 MJ0857  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 MJ0857
 MJ0857  VERT ORDER  -  SECOND    CLASS 0
 MJ0857
 MJ0857.The horizontal coordinates were scaled from a topographic map and have
 MJ0857.an estimated accuracy of +/- 6 seconds.
 MJ0857
 MJ0857.The orthometric height was determined by differential leveling
 MJ0857.and adjusted by the National Geodetic Survey in June 1991..
 MJ0857
 MJ0857.The geoid height was determined by GEOID03.
 MJ0857
 MJ0857.The dynamic height is computed by dividing the NAVD 88
 MJ0857.geopotential number by the normal gravity value computed on the
 MJ0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0857.degrees latitude (g = 980.6199 gals.).
 MJ0857
 MJ0857.The modeled gravity was interpolated from observed gravity values.
 MJ0857
 MJ0857;                    North         East    Units  Estimated Accuracy
 MJ0857;SPC IA S     -   119,050.      304,800.      MT  (+/- 180 meters Scaled)
 MJ0857
 MJ0857                          SUPERSEDED SURVEY CONTROL
 MJ0857
 MJ0857  NGVD 29 (??/??/92)  291.367  (m)          955.93   (f) ADJ UNCH    2 0
 MJ0857
 MJ0857.Superseded values are not recommended for survey control.
 MJ0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0857.See file dsdata.txt to determine how the superseded data were derived.
 MJ0857
 MJ0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF628479(NAD 83)
 MJ0857_MARKER: DB = BENCH MARK DISK
 MJ0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0857_STAMPING: Q 130 1948
 MJ0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0857+STABILITY: SURFACE MOTION
 MJ0857
 MJ0857  HISTORY     - Date     Condition        Report By
 MJ0857  HISTORY     - 1948     MONUMENTED       CGS
 MJ0857
 MJ0857                          STATION DESCRIPTION
 MJ0857
 MJ0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0857'3 MI NW FROM PACIFIC JUNCTION.
 MJ0857'1 BLOCK WEST AND 1 1/2 BLOCKS NORTH FROM THE PACIFIC JUNCTION
 MJ0857'SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE WEST ALONG A DIRT
 MJ0857'ROAD, THENCE 2.0 MILES NORTH ALONG A DIRT ROAD, AT A T-JUNCTION
 MJ0857'OF DIRT ROADS, 32.0 FEET EAST OF THE CENTER LINE OF THE
 MJ0857'NORTH-SOUTH ROAD, 21.5 FEET SOUTH OF A CORNER POST IN A
 MJ0857'RIGHT-OF-WAY FENCE LINE FOR A FENCE LEADING EAST, 16.0 FEET
 MJ0857'SOUTH OF THE EXTENSION TO THE EAST OF THE CENTER LINE OF THE
 MJ0857'ROAD LEADING WEST, 4.0 FEET SOUTH OF A POWER POLE, 1.5 FEET WEST
 MJ0857'OF A RIGHT-OF-WAY FENCE, 1.5 FEET NORTH OF A 4X4 REFERENCE
 MJ0857'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 MJ0857'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0609 ***********************************************************************
 MJ0609  DESIGNATION -  Q 131
 MJ0609  PID         -  MJ0609
 MJ0609  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0609  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0609
 MJ0609                         *CURRENT SURVEY CONTROL
 MJ0609  ___________________________________________________________________
 MJ0609* NAD 83(1986)-  41 13 28.     (N)    095 50 24.     (W)     SCALED    
 MJ0609* NAVD 88     -       297.472  (meters)     975.96   (feet)  ADJUSTED  
 MJ0609  ___________________________________________________________________
 MJ0609  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 MJ0609  DYNAMIC HT  -         297.351 (meters)     975.56  (feet)  COMP
 MJ0609  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 MJ0609
 MJ0609  VERT ORDER  -  FIRST     CLASS II
 MJ0609
 MJ0609.This mark is at Council Bluffs Municipal Airport (CBF)
 MJ0609
 MJ0609.The horizontal coordinates were scaled from a topographic map and have
 MJ0609.an estimated accuracy of +/- 6 seconds.
 MJ0609
 MJ0609.The orthometric height was determined by differential leveling
 MJ0609.and adjusted by the National Geodetic Survey in June 1991..
 MJ0609
 MJ0609.The geoid height was determined by GEOID03.
 MJ0609
 MJ0609.The dynamic height is computed by dividing the NAVD 88
 MJ0609.geopotential number by the normal gravity value computed on the
 MJ0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0609.degrees latitude (g = 980.6199 gals.).
 MJ0609
 MJ0609.The modeled gravity was interpolated from observed gravity values.
 MJ0609
 MJ0609;                    North         East    Units  Estimated Accuracy
 MJ0609;SPC IA S     -   138,610.      303,830.      MT  (+/- 180 meters Scaled)
 MJ0609
 MJ0609                          SUPERSEDED SURVEY CONTROL
 MJ0609
 MJ0609  NGVD 29 (??/??/92)  297.364  (m)          975.60   (f) ADJ UNCH    1 2
 MJ0609
 MJ0609.Superseded values are not recommended for survey control.
 MJ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0609.See file dsdata.txt to determine how the superseded data were derived.
 MJ0609
 MJ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF619675(NAD 83)
 MJ0609_MARKER: DB = BENCH MARK DISK
 MJ0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0609_STAMPING: Q 131 1948
 MJ0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0609+STABILITY: SURFACE MOTION
 MJ0609
 MJ0609  HISTORY     - Date     Condition        Report By
 MJ0609  HISTORY     - 1948     MONUMENTED       CGS
 MJ0609  HISTORY     - 1964     GOOD             NGS
 MJ0609  HISTORY     - 19890725 MARK NOT FOUND   NGS
 MJ0609
 MJ0609                          STATION DESCRIPTION
 MJ0609
 MJ0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0609'AT COUNCIL BLUFFS AIRPORT.
 MJ0609'AT COUNCIL BLUFFS, 1.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON
 MJ0609'AND QUINCY RAILROAD FROM THE STATION AT COUNCIL BLUFFS THENCE
 MJ0609'0.5 MILE EAST ALONG A GRAVEL ROAD TO THE COUNCIL BLUFFS AIRPORT,
 MJ0609'AT THE BEACON TOWER, 89.1 FEET WEST OF THE WEST FACE OF A
 MJ0609'CONCRETE BLOCK HANGAR OF POLLITT AIRCRAFT, 34.0 FEET EAST OF
 MJ0609'THE TOP OF A LEVEE ALONG THE DITCH, 34.0 FEET WEST OF THE CENTER
 MJ0609'LINE OF A DIRT ROAD, 4.1 FEET SOUTH OF THE NORTHEAST LEG OF THE
 MJ0609'STEEL TOWER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MJ0609'0.4 FOOT ABOVE THE GROUND.
 MJ0609
 MJ0609                          STATION RECOVERY (1964)
 MJ0609
 MJ0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MJ0609'RECOVERED IN GOOD CONDITION.
 MJ0609
 MJ0609                          STATION RECOVERY (1989)
 MJ0609
 MJ0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0778 ***********************************************************************
 MJ0778  DESIGNATION -  Q 132
 MJ0778  PID         -  MJ0778
 MJ0778  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0778  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0778
 MJ0778                         *CURRENT SURVEY CONTROL
 MJ0778  ___________________________________________________________________
 MJ0778* NAD 83(1986)-  41 14 00.     (N)    095 53 39.     (W)     SCALED    
 MJ0778* NAVD 88     -       297.761  (meters)     976.90   (feet)  ADJUSTED  
 MJ0778  ___________________________________________________________________
 MJ0778  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 MJ0778  DYNAMIC HT  -         297.639 (meters)     976.50  (feet)  COMP
 MJ0778  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 MJ0778
 MJ0778  VERT ORDER  -  SECOND    CLASS 0
 MJ0778
 MJ0778.The horizontal coordinates were scaled from a topographic map and have
 MJ0778.an estimated accuracy of +/- 6 seconds.
 MJ0778
 MJ0778.The orthometric height was determined by differential leveling
 MJ0778.and adjusted by the National Geodetic Survey in June 1991..
 MJ0778
 MJ0778.The geoid height was determined by GEOID03.
 MJ0778
 MJ0778.The dynamic height is computed by dividing the NAVD 88
 MJ0778.geopotential number by the normal gravity value computed on the
 MJ0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0778.degrees latitude (g = 980.6199 gals.).
 MJ0778
 MJ0778.The modeled gravity was interpolated from observed gravity values.
 MJ0778
 MJ0778;                    North         East    Units  Estimated Accuracy
 MJ0778;SPC IA S     -   139,720.      299,310.      MT  (+/- 180 meters Scaled)
 MJ0778
 MJ0778                          SUPERSEDED SURVEY CONTROL
 MJ0778
 MJ0778  NGVD 29 (??/??/92)  297.647  (m)          976.53   (f) ADJ UNCH    2 0
 MJ0778
 MJ0778.Superseded values are not recommended for survey control.
 MJ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0778.See file dsdata.txt to determine how the superseded data were derived.
 MJ0778
 MJ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF574687(NAD 83)
 MJ0778_MARKER: DB = BENCH MARK DISK
 MJ0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0778_STAMPING: Q 132 1948
 MJ0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0778+STABILITY: SURFACE MOTION
 MJ0778
 MJ0778  HISTORY     - Date     Condition        Report By
 MJ0778  HISTORY     - 1948     MONUMENTED       CGS
 MJ0778  HISTORY     - 1967     MARK NOT FOUND   NGS
 MJ0778
 MJ0778                          STATION DESCRIPTION
 MJ0778
 MJ0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0778'AT COUNCIL BLUFFS.
 MJ0778'AT COUNCIL BLUFFS, 1 BLOCK WEST ALONG 28TH AVENUE FROM 13TH
 MJ0778'STREET AT COUNCIL BLUFFS, THENCE 1.65 MILES WEST ALONG A ROAD
 MJ0778'ON TOP OF A LEVEE ON THE NORTH SIDE OF OLD INDIAN CREEK DITCH,
 MJ0778'ABOUT 0.1 MILE EAST OF THE MISSOURI RIVER LEVEE, 37.0 FEET
 MJ0778'NORTH OF THE CENTER LINE OF THE TRAIL ON TOP OF THE LEVEE,
 MJ0778'9.5 FEET EAST OF A 24-INCH ASH TREE, 1.6 FEET SOUTH OF A FENCE,
 MJ0778'1.4 FEET WEST OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A
 MJ0778'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 MJ0778
 MJ0778                          STATION RECOVERY (1967)
 MJ0778
 MJ0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MJ0778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1084 ***********************************************************************
 LF1084  DESIGNATION -  Q 134
 LF1084  PID         -  LF1084
 LF1084  STATE/COUNTY-  IA/FREMONT
 LF1084  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1084
 LF1084                         *CURRENT SURVEY CONTROL
 LF1084  ___________________________________________________________________
 LF1084* NAD 83(1986)-  40 40 00.     (N)    095 46 07.     (W)     SCALED    
 LF1084* NAVD 88     -       280.532  (meters)     920.38   (feet)  ADJUSTED  
 LF1084  ___________________________________________________________________
 LF1084  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LF1084  DYNAMIC HT  -         280.385 (meters)     919.90  (feet)  COMP
 LF1084  MODELED GRAV-     980,093.5   (mgal)                       NAVD 88
 LF1084
 LF1084  VERT ORDER  -  FIRST     CLASS II
 LF1084
 LF1084.The horizontal coordinates were scaled from a topographic map and have
 LF1084.an estimated accuracy of +/- 6 seconds.
 LF1084
 LF1084.The orthometric height was determined by differential leveling
 LF1084.and adjusted by the National Geodetic Survey in June 1991..
 LF1084
 LF1084.The geoid height was determined by GEOID03.
 LF1084
 LF1084.The dynamic height is computed by dividing the NAVD 88
 LF1084.geopotential number by the normal gravity value computed on the
 LF1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1084.degrees latitude (g = 980.6199 gals.).
 LF1084
 LF1084.The modeled gravity was interpolated from observed gravity values.
 LF1084
 LF1084;                    North         East    Units  Estimated Accuracy
 LF1084;SPC IA S     -    76,530.      308,200.      MT  (+/- 180 meters Scaled)
 LF1084
 LF1084                          SUPERSEDED SURVEY CONTROL
 LF1084
 LF1084  NGVD 29 (??/??/92)  280.429  (m)          920.04   (f) ADJ UNCH    1 2
 LF1084
 LF1084.Superseded values are not recommended for survey control.
 LF1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1084.See file dsdata.txt to determine how the superseded data were derived.
 LF1084
 LF1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF659054(NAD 83)
 LF1084_MARKER: DB = BENCH MARK DISK
 LF1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1084_STAMPING: Q 134 1948
 LF1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1084+STABILITY: SURFACE MOTION
 LF1084
 LF1084  HISTORY     - Date     Condition        Report By
 LF1084  HISTORY     - 1948     MONUMENTED       CGS
 LF1084  HISTORY     - 1984     MARK NOT FOUND   NGS
 LF1084  HISTORY     - 19890724 MARK NOT FOUND   NGS
 LF1084
 LF1084                          STATION DESCRIPTION
 LF1084
 LF1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1084'0.6 MI WSW FROM PAYNE.
 LF1084'0.55 MILE WEST AND SOUTHWEST ALONG A DIRT ROAD FROM THE CHICAGO,
 LF1084'BURLINGTON AND QUINCY RAILROAD STATION AT PAYNE, AT A T-ROAD
 LF1084'JUNCTION, 112.0 FEET WEST OF A 24-INCH ASH TREE WHICH IS DIRECTLY
 LF1084'IN FRONT OF THE HOME OF J.E. MOYER AND WHICH IS AT A POINT
 LF1084'WHERE THE ROAD FROM THE NORTHEAST MAKES A TURN DUE WEST, 22.0
 LF1084'FEET EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 19.0
 LF1084'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 2.0 FEET
 LF1084'EAST OF A CORNER FENCE POST, 1.3 FEET WEST OF A 4X4 REFERENCE
 LF1084'POST, 0.9 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 LF1084'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LF1084
 LF1084                          STATION RECOVERY (1984)
 LF1084
 LF1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF1084'MARK NOT FOUND.
 LF1084
 LF1084                          STATION RECOVERY (1989)
 LF1084
 LF1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0556 ***********************************************************************
 MJ0556  DESIGNATION -  Q 135
 MJ0556  PID         -  MJ0556
 MJ0556  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0556  USGS QUAD   -  MC CLELLAND (1994)
 MJ0556
 MJ0556                         *CURRENT SURVEY CONTROL
 MJ0556  ___________________________________________________________________
 MJ0556* NAD 83(1986)-  41 20 55.     (N)    095 42 53.     (W)     SCALED    
 MJ0556* NAVD 88     -       319.695  (meters)    1048.87   (feet)  ADJUSTED  
 MJ0556  ___________________________________________________________________
 MJ0556  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 MJ0556  DYNAMIC HT  -         319.561 (meters)    1048.43  (feet)  COMP
 MJ0556  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 MJ0556
 MJ0556  VERT ORDER  -  FIRST     CLASS II
 MJ0556
 MJ0556.The horizontal coordinates were scaled from a topographic map and have
 MJ0556.an estimated accuracy of +/- 6 seconds.
 MJ0556
 MJ0556.The orthometric height was determined by differential leveling
 MJ0556.and adjusted by the National Geodetic Survey in June 1991..
 MJ0556
 MJ0556.The geoid height was determined by GEOID03.
 MJ0556
 MJ0556.The dynamic height is computed by dividing the NAVD 88
 MJ0556.geopotential number by the normal gravity value computed on the
 MJ0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0556.degrees latitude (g = 980.6199 gals.).
 MJ0556
 MJ0556.The modeled gravity was interpolated from observed gravity values.
 MJ0556
 MJ0556;                    North         East    Units  Estimated Accuracy
 MJ0556;SPC IA S     -   152,120.      314,680.      MT  (+/- 180 meters Scaled)
 MJ0556
 MJ0556                          SUPERSEDED SURVEY CONTROL
 MJ0556
 MJ0556.No superseded survey control is available for this station.
 MJ0556
 MJ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF728810(NAD 83)
 MJ0556_MARKER: DB = BENCH MARK DISK
 MJ0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0556_SP_SET: BRIDGE
 MJ0556_STAMPING: Q 135 1948
 MJ0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0556
 MJ0556  HISTORY     - Date     Condition        Report By
 MJ0556  HISTORY     - 1948     MONUMENTED       CGS
 MJ0556
 MJ0556                          STATION DESCRIPTION
 MJ0556
 MJ0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0556'1.5 MI NE FROM WESTON.
 MJ0556'1.5 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0556'RAILROAD FROM THE STATION AT WESTON, 0.15 MILE NORTHEAST OF
 MJ0556'MILEPOST 487, SET IN THE NORTHWEST CONCRETE HEADWALL OF A LARGE
 MJ0556'CONCRETE RAILROAD BRIDGE OVER A STREAM, 59.0 FEET EAST SOUTHEAST
 MJ0556'OF THE CENTER OF A SOUTHEAST GUARD RAIL FOR A CONCRETE HIGHWAY
 MJ0556'BRIDGE OVER A STREAM, 11.9 FEET NORTHWEST OF THE NORTHWEST RAIL,
 MJ0556'4.5 FEET BELOW THE RAILS, 1.4 FEET SOUTHWEST OF THE NORTHEAST
 MJ0556'END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0557 ***********************************************************************
 MJ0557  DESIGNATION -  Q 135 RESET
 MJ0557  PID         -  MJ0557
 MJ0557  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0557  USGS QUAD   -  MC CLELLAND (1994)
 MJ0557
 MJ0557                         *CURRENT SURVEY CONTROL
 MJ0557  ___________________________________________________________________
 MJ0557* NAD 83(1986)-  41 20 55.     (N)    095 42 53.     (W)     SCALED    
 MJ0557* NAVD 88     -       320.92   (meters)    1052.9    (feet)  RESET     
 MJ0557  ___________________________________________________________________
 MJ0557  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 MJ0557
 MJ0557  VERT ORDER  -  THIRD
 MJ0557
 MJ0557.The horizontal coordinates were scaled from a topographic map and have
 MJ0557.an estimated accuracy of +/- 6 seconds.
 MJ0557
 MJ0557.The orthometric height was computed from unverified reset data.
 MJ0557
 MJ0557.The geoid height was determined by GEOID03.
 MJ0557
 MJ0557;                    North         East    Units  Estimated Accuracy
 MJ0557;SPC IA S     -   152,120.      314,680.      MT  (+/- 180 meters Scaled)
 MJ0557
 MJ0557                          SUPERSEDED SURVEY CONTROL
 MJ0557
 MJ0557  NGVD 29 (??/??/??)  320.81   (m)         1052.5    (f) RESET       3  
 MJ0557
 MJ0557.Superseded values are not recommended for survey control.
 MJ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0557.See file dsdata.txt to determine how the superseded data were derived.
 MJ0557
 MJ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF728810(NAD 83)
 MJ0557_MARKER: DD = SURVEY DISK
 MJ0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0557_SP_SET: CULVERT
 MJ0557_STAMPING: Q 135 1948 RESET 1963
 MJ0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0557
 MJ0557  HISTORY     - Date     Condition        Report By
 MJ0557  HISTORY     - 1963     MONUMENTED       USGS
 MJ0557
 MJ0557                          STATION DESCRIPTION
 MJ0557
 MJ0557'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MJ0557'2.1 MI NE FROM WESTON.
 MJ0557'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM THE INTERSECTION
 MJ0557'OF STATE HIGHWAY 64 AND A N-S COUNTY ROAD (MAIN STREET) IN WESTON,
 MJ0557'POTTAWATTAMIE COUNTY, IOWA, TO THE INTERSECTION OF HIGHWAY 64
 MJ0557'AND A COUNTY ROAD WEST, THENCE 0.3 MILE WEST ON THE COUNTY ROAD
 MJ0557'TO A SMALL CONCRETE DECK BRIDGE WHICH IS 0.1 MILE NORTH-NORTHWEST
 MJ0557'OF A TWIN 8 X 8 FOOT HIGHWAY 64 CONCRETE BOX CULVERT OVER THE SAME
 MJ0557'CREEK, ON THE TOP CENTER OF THE SOUTHWEST CONCRETE WINGWALL OF
 MJ0557'THE CONCRETE DECK BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0262 ***********************************************************************
 MK0262  DESIGNATION -  Q 136
 MK0262  PID         -  MK0262
 MK0262  STATE/COUNTY-  IA/HARRISON
 MK0262  USGS QUAD   -  MONDAMIN (1970)
 MK0262
 MK0262                         *CURRENT SURVEY CONTROL
 MK0262  ___________________________________________________________________
 MK0262* NAD 83(1986)-  41 43 06.     (N)    096 01 54.     (W)     SCALED    
 MK0262* NAVD 88     -       312.538  (meters)    1025.39   (feet)  ADJUSTED  
 MK0262  ___________________________________________________________________
 MK0262  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 MK0262  DYNAMIC HT  -         312.407 (meters)    1024.96  (feet)  COMP
 MK0262  MODELED GRAV-     980,194.7   (mgal)                       NAVD 88
 MK0262
 MK0262  VERT ORDER  -  FIRST     CLASS II
 MK0262
 MK0262.The horizontal coordinates were scaled from a topographic map and have
 MK0262.an estimated accuracy of +/- 6 seconds.
 MK0262
 MK0262.The orthometric height was determined by differential leveling
 MK0262.and adjusted by the National Geodetic Survey in June 1991..
 MK0262
 MK0262.The geoid height was determined by GEOID03.
 MK0262
 MK0262.The dynamic height is computed by dividing the NAVD 88
 MK0262.geopotential number by the normal gravity value computed on the
 MK0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0262.degrees latitude (g = 980.6199 gals.).
 MK0262
 MK0262.The modeled gravity was interpolated from observed gravity values.
 MK0262
 MK0262;                    North         East    Units  Estimated Accuracy
 MK0262;SPC IA S     -   193,890.      289,360.      MT  (+/- 180 meters Scaled)
 MK0262
 MK0262                          SUPERSEDED SURVEY CONTROL
 MK0262
 MK0262  NGVD 29 (??/??/92)  312.394  (m)         1024.91   (f) ADJ UNCH    1 2
 MK0262
 MK0262.Superseded values are not recommended for survey control.
 MK0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0262.See file dsdata.txt to determine how the superseded data were derived.
 MK0262
 MK0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM469227(NAD 83)
 MK0262_MARKER: DB = BENCH MARK DISK
 MK0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0262_SP_SET: CONCRETE POST
 MK0262_STAMPING: Q 136 1948
 MK0262_MARK LOGO: CGS   
 MK0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0262+STABILITY: SURFACE MOTION
 MK0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0262+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1989
 MK0262
 MK0262  HISTORY     - Date     Condition        Report By
 MK0262  HISTORY     - 1948     MONUMENTED       CGS
 MK0262  HISTORY     - 1974     GOOD             LOCSUR
 MK0262  HISTORY     - 19890824 GOOD             NGS
 MK0262
 MK0262                          STATION DESCRIPTION
 MK0262
 MK0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0262'0.8 MI NW FROM MONDAMIN.
 MK0262'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 MK0262'STATION AT MONDAMIN, THENCE 0.35 MILE WEST ALONG A DIRT ROAD, AT
 MK0262'THE SOUTHEAST CORNER OF A CEMETERY, 213.0 FEET WEST OF THE CENTER
 MK0262'LINE OF U.S. HIGHWAY NO. 75, 36.0 FEET NORTH OF THE CENTER LINE
 MK0262'OF THE DIRT ROAD, 12.0 FEET NORTH OF THE EAST GATE POST, 6.5 FEET
 MK0262'EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH ALONG THE
 MK0262'EAST EDGE OF THE CEMETERY, 0.8 FOOT WEST OF A FENCE, 1.0 FOOT
 MK0262'SOUTH OF A REFERENCE POST, A DISK SET IN THE TOP OF A CONCRETE POST
 MK0262'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MK0262
 MK0262                          STATION RECOVERY (1974)
 MK0262
 MK0262'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0262'RECOVERED IN GOOD CONDITION.
 MK0262
 MK0262                          STATION RECOVERY (1989)
 MK0262
 MK0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0262'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.6 KM
 MK0262'(0.35 MI) WESTERLY ALONG STATE HIGHWAY 127 FROM ITS JUNCTION WITH THE
 MK0262'CHICAGO AND NORTHWESTERN RAILROAD IN MONDAMIN, THENCE 0.8 KM
 MK0262'(0.50 MI) NORTH ALONG A PAVED ROAD (OLD U.S. HIGHWAY 75), THENCE 0.05
 MK0262'KM (0.05 MI) WEST ALONG A GRAVELED ROAD.  CHANGE--U.S. HIGHWAY NO. 75,
 MK0262'TO A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0226 ***********************************************************************
 MK0226  DESIGNATION -  Q 137
 MK0226  PID         -  MK0226
 MK0226  STATE/COUNTY-  IA/HARRISON
 MK0226  USGS QUAD   -  MODALE (1970)
 MK0226
 MK0226                         *CURRENT SURVEY CONTROL
 MK0226  ___________________________________________________________________
 MK0226* NAD 83(1986)-  41 36 13.     (N)    096 03 04.     (W)     SCALED    
 MK0226* NAVD 88     -       307.284  (meters)    1008.15   (feet)  ADJUSTED  
 MK0226  ___________________________________________________________________
 MK0226  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 MK0226  DYNAMIC HT  -         307.148 (meters)    1007.70  (feet)  COMP
 MK0226  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 MK0226
 MK0226  VERT ORDER  -  SECOND    CLASS 0
 MK0226
 MK0226.The horizontal coordinates were scaled from a topographic map and have
 MK0226.an estimated accuracy of +/- 6 seconds.
 MK0226
 MK0226.The orthometric height was determined by differential leveling
 MK0226.and adjusted by the National Geodetic Survey in June 1991..
 MK0226
 MK0226.The geoid height was determined by GEOID03.
 MK0226
 MK0226.The dynamic height is computed by dividing the NAVD 88
 MK0226.geopotential number by the normal gravity value computed on the
 MK0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0226.degrees latitude (g = 980.6199 gals.).
 MK0226
 MK0226.The modeled gravity was interpolated from observed gravity values.
 MK0226
 MK0226;                    North         East    Units  Estimated Accuracy
 MK0226;SPC IA S     -   181,200.      287,370.      MT  (+/- 180 meters Scaled)
 MK0226
 MK0226                          SUPERSEDED SURVEY CONTROL
 MK0226
 MK0226  NGVD 29 (??/??/92)  307.137  (m)         1007.67   (f) ADJ UNCH    2 0
 MK0226
 MK0226.Superseded values are not recommended for survey control.
 MK0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0226.See file dsdata.txt to determine how the superseded data were derived.
 MK0226
 MK0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM457099(NAD 83)
 MK0226_MARKER: DB = BENCH MARK DISK
 MK0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0226_STAMPING: Q 137 1948
 MK0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0226+STABILITY: SURFACE MOTION
 MK0226
 MK0226  HISTORY     - Date     Condition        Report By
 MK0226  HISTORY     - 1948     MONUMENTED       CGS
 MK0226  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0226
 MK0226                          STATION DESCRIPTION
 MK0226
 MK0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0226'3 MI SW FROM MODALE.
 MK0226'1.0 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE MODALE
 MK0226'CONSOLIDATED SCHOOL AT MODALE, THENCE 2.0 MILES WEST ALONG A
 MK0226'DIRT ROAD, ABOUT 0.1 MILE NORTH OF THE MAIN EAST-WEST ROAD, AT
 MK0226'AN ABANDONED FARMHOUSE, ON THE NORTH SIDE OF THE SWAMPY LAND,
 MK0226'83.0 FEET WEST OF AN ABANDONED ROAD LEADING SOUTH TO THE MAIN
 MK0226'ROAD, 85.2 FEET SOUTH OF THE SOUTHWEST CORNER OF THE FARMHOUSE,
 MK0226'28.0 FEET NORTHEAST OF A CORNER FENCE POST, 11.0 FEET
 MK0226'EAST-NORTHEAST OF A FORKED ELM TREE, 1.5 FEET WEST OF A REFERENCE
 MK0226'POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 MK0226'THE GROUND.
 MK0226
 MK0226                          STATION RECOVERY (1970)
 MK0226
 MK0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0715 ***********************************************************************
 MJ0715  DESIGNATION -  Q 138
 MJ0715  PID         -  MJ0715
 MJ0715  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0715  USGS QUAD   -  LOVELAND (1994)
 MJ0715
 MJ0715                         *CURRENT SURVEY CONTROL
 MJ0715  ___________________________________________________________________
 MJ0715* NAD 83(1986)-  41 27 57.     (N)    095 54 34.     (W)     SCALED    
 MJ0715* NAVD 88     -       303.349  (meters)     995.24   (feet)  ADJUSTED  
 MJ0715  ___________________________________________________________________
 MJ0715  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 MJ0715  DYNAMIC HT  -         303.209 (meters)     994.78  (feet)  COMP
 MJ0715  MODELED GRAV-     980,153.3   (mgal)                       NAVD 88
 MJ0715
 MJ0715  VERT ORDER  -  SECOND    CLASS 0
 MJ0715
 MJ0715.The horizontal coordinates were scaled from a topographic map and have
 MJ0715.an estimated accuracy of +/- 6 seconds.
 MJ0715
 MJ0715.The orthometric height was determined by differential leveling
 MJ0715.and adjusted by the National Geodetic Survey in June 1991..
 MJ0715
 MJ0715.The geoid height was determined by GEOID03.
 MJ0715
 MJ0715.The dynamic height is computed by dividing the NAVD 88
 MJ0715.geopotential number by the normal gravity value computed on the
 MJ0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0715.degrees latitude (g = 980.6199 gals.).
 MJ0715
 MJ0715.The modeled gravity was interpolated from observed gravity values.
 MJ0715
 MJ0715;                    North         East    Units  Estimated Accuracy
 MJ0715;SPC IA S     -   165,570.      298,750.      MT  (+/- 180 meters Scaled)
 MJ0715
 MJ0715                          SUPERSEDED SURVEY CONTROL
 MJ0715
 MJ0715  NGVD 29 (??/??/92)  303.211  (m)          994.78   (f) ADJ UNCH    2 0
 MJ0715
 MJ0715.Superseded values are not recommended for survey control.
 MJ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0715.See file dsdata.txt to determine how the superseded data were derived.
 MJ0715
 MJ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF570945(NAD 83)
 MJ0715_MARKER: DB = BENCH MARK DISK
 MJ0715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0715_SP_SET: CONCRETE BASE
 MJ0715_STAMPING: Q 138 1948
 MJ0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0715
 MJ0715  HISTORY     - Date     Condition        Report By
 MJ0715  HISTORY     - 1948     MONUMENTED       CGS
 MJ0715
 MJ0715                          STATION DESCRIPTION
 MJ0715
 MJ0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0715'5.8 MI SW FROM LOVELAND.
 MJ0715'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0715'LOVELAND, THENCE 2.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.5
 MJ0715'MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 MJ0715'DIRT ROAD, THENCE 0.9 MILE SOUTHEAST ALONG A DIRT ROAD, AT A
 MJ0715'STEEL BRIDGE OVER BOYER RIVER, SET IN TOP ON THE EAST SIDE OF THE
 MJ0715'SOUTHEAST CONCRETE BASE OF THE STANDARD OIL COMPANY PIPE LINE
 MJ0715'SWING SUPPORTING THE PIPE LINE OVER THE RIVER, 182.0 FEET
 MJ0715'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 95.0 FEET
 MJ0715'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 2.8 FEET ABOVE
 MJ0715'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0627 ***********************************************************************
 MJ0627  DESIGNATION -  Q 139
 MJ0627  PID         -  MJ0627
 MJ0627  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0627  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0627
 MJ0627                         *CURRENT SURVEY CONTROL
 MJ0627  ___________________________________________________________________
 MJ0627* NAD 83(1986)-  41 19 26.     (N)    095 52 51.     (W)     SCALED    
 MJ0627* NAVD 88     -       302.584  (meters)     992.73   (feet)  ADJUSTED  
 MJ0627  ___________________________________________________________________
 MJ0627  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 MJ0627  DYNAMIC HT  -         302.456 (meters)     992.31  (feet)  COMP
 MJ0627  MODELED GRAV-     980,192.0   (mgal)                       NAVD 88
 MJ0627
 MJ0627  VERT ORDER  -  FIRST     CLASS II
 MJ0627
 MJ0627.The horizontal coordinates were scaled from a topographic map and have
 MJ0627.an estimated accuracy of +/- 6 seconds.
 MJ0627
 MJ0627.The orthometric height was determined by differential leveling
 MJ0627.and adjusted by the National Geodetic Survey in June 1991..
 MJ0627
 MJ0627.The geoid height was determined by GEOID03.
 MJ0627
 MJ0627.The dynamic height is computed by dividing the NAVD 88
 MJ0627.geopotential number by the normal gravity value computed on the
 MJ0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0627.degrees latitude (g = 980.6199 gals.).
 MJ0627
 MJ0627.The modeled gravity was interpolated from observed gravity values.
 MJ0627
 MJ0627;                    North         East    Units  Estimated Accuracy
 MJ0627;SPC IA S     -   149,740.      300,710.      MT  (+/- 180 meters Scaled)
 MJ0627
 MJ0627                          SUPERSEDED SURVEY CONTROL
 MJ0627
 MJ0627  NGVD 29 (??/??/92)  302.461  (m)          992.32   (f) ADJ UNCH    1 2
 MJ0627
 MJ0627.Superseded values are not recommended for survey control.
 MJ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0627.See file dsdata.txt to determine how the superseded data were derived.
 MJ0627
 MJ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF588787(NAD 83)
 MJ0627_MARKER: DB = BENCH MARK DISK
 MJ0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0627_STAMPING: Q 139 1948
 MJ0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0627+STABILITY: SURFACE MOTION
 MJ0627
 MJ0627  HISTORY     - Date     Condition        Report By
 MJ0627  HISTORY     - 1948     MONUMENTED       CGS
 MJ0627  HISTORY     - 19890802 MARK NOT FOUND   NGS
 MJ0627
 MJ0627                          STATION DESCRIPTION
 MJ0627
 MJ0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0627'2.2 MI S FROM CRESCENT.
 MJ0627'2.2 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0627'FROM THE STATION SIGN AT CRESCENT, ABOUT 0.1 MILE SOUTHEAST OF
 MJ0627'MILEPOST NO. 346, 68.5 FEET NORTH OF THE 5TH. POLE SOUTHEAST
 MJ0627'OF THE MILEPOST, IN LINE WITH THE POLES ON THE NORTHEAST SIDE
 MJ0627'OF TRACK, 22.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MJ0627'NORTHEAST TRACK, 3.0 FEET SOUTHEAST OF A TELEPHONE POLE, 1.4
 MJ0627'FEET NORTHWEST OF A REFERENCE POST, SET IN TOP OF A CONCRETE
 MJ0627'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MJ0627
 MJ0627                          STATION RECOVERY (1989)
 MJ0627
 MJ0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0179 ***********************************************************************
 NM0179  DESIGNATION -  Q 14
 NM0179  PID         -  NM0179
 NM0179  STATE/COUNTY-  IA/WOODBURY
 NM0179  USGS QUAD   -  MOVILLE (1964)
 NM0179
 NM0179                         *CURRENT SURVEY CONTROL
 NM0179  ___________________________________________________________________
 NM0179* NAD 83(1986)-  42 29 18.     (N)    096 04 33.     (W)     SCALED    
 NM0179* NAVD 88     -       350.082  (meters)    1148.56   (feet)  ADJUSTED  
 NM0179  ___________________________________________________________________
 NM0179  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 NM0179  DYNAMIC HT  -         349.970 (meters)    1148.19  (feet)  COMP
 NM0179  MODELED GRAV-     980,290.2   (mgal)                       NAVD 88
 NM0179
 NM0179  VERT ORDER  -  FIRST     CLASS II
 NM0179
 NM0179.The horizontal coordinates were scaled from a topographic map and have
 NM0179.an estimated accuracy of +/- 6 seconds.
 NM0179
 NM0179.The orthometric height was determined by differential leveling
 NM0179.and adjusted by the National Geodetic Survey in June 1991..
 NM0179
 NM0179.The geoid height was determined by GEOID03.
 NM0179
 NM0179.The dynamic height is computed by dividing the NAVD 88
 NM0179.geopotential number by the normal gravity value computed on the
 NM0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0179.degrees latitude (g = 980.6199 gals.).
 NM0179
 NM0179.The modeled gravity was interpolated from observed gravity values.
 NM0179
 NM0179;                    North         East    Units  Estimated Accuracy
 NM0179;SPC IA N     - 1,113,010.    1,288,270.      MT  (+/- 180 meters Scaled)
 NM0179
 NM0179                          SUPERSEDED SURVEY CONTROL
 NM0179
 NM0179  NGVD 29 (??/??/92)  349.930  (m)         1148.06   (f) ADJ UNCH    1 2
 NM0179
 NM0179.Superseded values are not recommended for survey control.
 NM0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0179.See file dsdata.txt to determine how the superseded data were derived.
 NM0179
 NM0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN403081(NAD 83)
 NM0179_MARKER: DB = BENCH MARK DISK
 NM0179_SETTING: 0 = UNSPECIFIED SETTING
 NM0179_STAMPING: 1148 Q 14 1933
 NM0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0179
 NM0179  HISTORY     - Date     Condition        Report By
 NM0179  HISTORY     - 1933     MONUMENTED       CGS
 NM0179  HISTORY     - 1966     GOOD             NGS
 NM0179
 NM0179                          STATION DESCRIPTION
 NM0179
 NM0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NM0179'AT MOVILLE.
 NM0179'TO REACH FROM THE POST OFFICE IN MOVILLE GO WEST ON MAIN STREET
 NM0179'FOR 0.25 MILE TO A TRACK T-ROAD, TURN LEFT AND GO SOUTH FOR 0.05
 NM0179'MILE TO THE MARK ON THE RIGHT.  THE DISK HAS BEEN CUT INTO BUT
 NM0179'SOLID AND THE HIGH POINT IS STILL THERE.  ALL THAT IS LEFT OF
 NM0179'THE MARKINGS ON THE DISK ARE 1148-Q1L-193.  IT IS 180 FEET
 NM0179'NORTH-NORTHWEST OF THE STANDARD OIL CO. STORAGE TANKS AND 30
 NM0179'FEET WEST-NORTHWEST OF THE TRACK ROAD AND 6 INCHES SOUTH OF STEEL
 NM0179'WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0558 ***********************************************************************
 NM0558  DESIGNATION -  Q 140
 NM0558  PID         -  NM0558
 NM0558  STATE/COUNTY-  IA/MONONA
 NM0558  USGS QUAD   -  ONAWA SW (1969)
 NM0558
 NM0558                         *CURRENT SURVEY CONTROL
 NM0558  ___________________________________________________________________
 NM0558* NAD 83(1986)-  42 00 45.     (N)    096 13 44.     (W)     SCALED    
 NM0558* NAVD 88     -       321.935  (meters)    1056.22   (feet)  ADJUSTED  
 NM0558  ___________________________________________________________________
 NM0558  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 NM0558  DYNAMIC HT  -         321.819 (meters)    1055.83  (feet)  COMP
 NM0558  MODELED GRAV-     980,255.7   (mgal)                       NAVD 88
 NM0558
 NM0558  VERT ORDER  -  SECOND    CLASS 0
 NM0558
 NM0558.The horizontal coordinates were scaled from a topographic map and have
 NM0558.an estimated accuracy of +/- 6 seconds.
 NM0558
 NM0558.The orthometric height was determined by differential leveling
 NM0558.and adjusted by the National Geodetic Survey in June 1991..
 NM0558
 NM0558.The geoid height was determined by GEOID03.
 NM0558
 NM0558.The dynamic height is computed by dividing the NAVD 88
 NM0558.geopotential number by the normal gravity value computed on the
 NM0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0558.degrees latitude (g = 980.6199 gals.).
 NM0558
 NM0558.The modeled gravity was interpolated from observed gravity values.
 NM0558
 NM0558;                    North         East    Units  Estimated Accuracy
 NM0558;SPC IA N     - 1,060,580.    1,273,990.      MT  (+/- 180 meters Scaled)
 NM0558
 NM0558                          SUPERSEDED SURVEY CONTROL
 NM0558
 NM0558  NGVD 29 (??/??/92)  321.790  (m)         1055.74   (f) ADJ UNCH    2 0
 NM0558
 NM0558.Superseded values are not recommended for survey control.
 NM0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0558.See file dsdata.txt to determine how the superseded data were derived.
 NM0558
 NM0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM294548(NAD 83)
 NM0558_MARKER: DB = BENCH MARK DISK
 NM0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0558_STAMPING: Q 140 1948
 NM0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0558+STABILITY: SURFACE MOTION
 NM0558
 NM0558  HISTORY     - Date     Condition        Report By
 NM0558  HISTORY     - 1948     MONUMENTED       CGS
 NM0558  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0558
 NM0558                          STATION DESCRIPTION
 NM0558
 NM0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0558'8.1 MI SW FROM ONAWA.
 NM0558'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE AT
 NM0558'ONAWA, THENCE 2.8 MILES WEST ALONG COUNTY ROAD H, THENCE 1.1 MILES
 NM0558'SOUTH ALONG COUNTY ROAD H, THENCE 0.7 MILE WEST ALONG COUNTY
 NM0558'ROAD H, AT AN OLD ABANDONED ROAD LEADING SOUTH INTO A FIELD, 32.0
 NM0558'FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, 6.0 FEET WEST
 NM0558'OF THE CENTER LINE OF THE OLD FIELD ROAD, 1.8 FEET NORTH OF A
 NM0558'FENCE, 1.3 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 NM0558'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0558
 NM0558                          STATION RECOVERY (1969)
 NM0558
 NM0558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0309 ***********************************************************************
 NM0309  DESIGNATION -  Q 141
 NM0309  PID         -  NM0309
 NM0309  STATE/COUNTY-  IA/MONONA
 NM0309  USGS QUAD   -  ONAWA SW (1969)
 NM0309
 NM0309                         *CURRENT SURVEY CONTROL
 NM0309  ___________________________________________________________________
 NM0309* NAD 83(1986)-  42 05 51.     (N)    096 08 06.     (W)     SCALED    
 NM0309* NAVD 88     -       321.947  (meters)    1056.25   (feet)  ADJUSTED  
 NM0309  ___________________________________________________________________
 NM0309  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 NM0309  DYNAMIC HT  -         321.834 (meters)    1055.88  (feet)  COMP
 NM0309  MODELED GRAV-     980,260.7   (mgal)                       NAVD 88
 NM0309
 NM0309  VERT ORDER  -  SECOND    CLASS 0
 NM0309
 NM0309.The horizontal coordinates were scaled from a topographic map and have
 NM0309.an estimated accuracy of +/- 6 seconds.
 NM0309
 NM0309.The orthometric height was determined by differential leveling
 NM0309.and adjusted by the National Geodetic Survey in June 1991..
 NM0309
 NM0309.The geoid height was determined by GEOID03.
 NM0309
 NM0309.The dynamic height is computed by dividing the NAVD 88
 NM0309.geopotential number by the normal gravity value computed on the
 NM0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0309.degrees latitude (g = 980.6199 gals.).
 NM0309
 NM0309.The modeled gravity was interpolated from observed gravity values.
 NM0309
 NM0309;                    North         East    Units  Estimated Accuracy
 NM0309;SPC IA N     - 1,069,770.    1,282,060.      MT  (+/- 180 meters Scaled)
 NM0309
 NM0309                          SUPERSEDED SURVEY CONTROL
 NM0309
 NM0309  NGVD 29 (??/??/92)  321.811  (m)         1055.81   (f) ADJ UNCH    2 0
 NM0309
 NM0309.Superseded values are not recommended for survey control.
 NM0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0309.See file dsdata.txt to determine how the superseded data were derived.
 NM0309
 NM0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM369645(NAD 83)
 NM0309_MARKER: DB = BENCH MARK DISK
 NM0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0309_STAMPING: Q 141 1948
 NM0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0309+STABILITY: SURFACE MOTION
 NM0309
 NM0309  HISTORY     - Date     Condition        Report By
 NM0309  HISTORY     - 1948     MONUMENTED       CGS
 NM0309  HISTORY     - 19890831 MARK NOT FOUND   NGS
 NM0309
 NM0309                          STATION DESCRIPTION
 NM0309
 NM0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0309'2.7 MI SE FROM WHITING.
 NM0309'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0309'FROM THE STATION AT WHITING, THENCE 0.3 MILE WEST ALONG A DIRT
 NM0309'ROAD, AT A FARMHOUSE, 40.0 FEET SOUTH OF THE CENTER LINE OF THE
 NM0309'ROAD, 17.0 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD
 NM0309'LEADING SOUTH TO A FARMHOUSE, 4.0 FEET SOUTHWEST OF A CORNER
 NM0309'FENCE POST, 3.0 FEET WEST OF A NORTH-SOUTH FENCE, 2.3 FEET SOUTH
 NM0309'OF A EAST-WEST FENCE, 1.8 FEET NORTHWEST OF A REFERENCE POST, SET
 NM0309'IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0309
 NM0309                          STATION RECOVERY (1989)
 NM0309
 NM0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0309'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0242 ***********************************************************************
 NM0242  DESIGNATION -  Q 142
 NM0242  PID         -  NM0242
 NM0242  STATE/COUNTY-  IA/WOODBURY
 NM0242  USGS QUAD   -  SALIX (1976)
 NM0242
 NM0242                         *CURRENT SURVEY CONTROL
 NM0242  ___________________________________________________________________
 NM0242* NAD 83(1986)-  42 19 20.     (N)    096 21 32.     (W)     SCALED    
 NM0242* NAVD 88     -       331.143  (meters)    1086.42   (feet)  ADJUSTED  
 NM0242  ___________________________________________________________________
 NM0242  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 NM0242  DYNAMIC HT  -         331.036 (meters)    1086.07  (feet)  COMP
 NM0242  MODELED GRAV-     980,290.3   (mgal)                       NAVD 88
 NM0242
 NM0242  VERT ORDER  -  SECOND    CLASS 0
 NM0242
 NM0242.The horizontal coordinates were scaled from a topographic map and have
 NM0242.an estimated accuracy of +/- 6 seconds.
 NM0242
 NM0242.The orthometric height was determined by differential leveling
 NM0242.and adjusted by the National Geodetic Survey in June 1991..
 NM0242
 NM0242.The geoid height was determined by GEOID03.
 NM0242
 NM0242.The dynamic height is computed by dividing the NAVD 88
 NM0242.geopotential number by the normal gravity value computed on the
 NM0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0242.degrees latitude (g = 980.6199 gals.).
 NM0242
 NM0242.The modeled gravity was interpolated from observed gravity values.
 NM0242
 NM0242;                    North         East    Units  Estimated Accuracy
 NM0242;SPC IA N     - 1,095,310.    1,264,390.      MT  (+/- 180 meters Scaled)
 NM0242
 NM0242                          SUPERSEDED SURVEY CONTROL
 NM0242
 NM0242  NGVD 29 (??/??/92)  330.988  (m)         1085.92   (f) ADJ UNCH    2 0
 NM0242
 NM0242.Superseded values are not recommended for survey control.
 NM0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0242.See file dsdata.txt to determine how the superseded data were derived.
 NM0242
 NM0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM176889(NAD 83)
 NM0242_MARKER: DB = BENCH MARK DISK
 NM0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0242_STAMPING: Q 142 1948
 NM0242_MARK LOGO: CGS   
 NM0242_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0242+STABILITY: SURFACE MOTION
 NM0242
 NM0242  HISTORY     - Date     Condition        Report By
 NM0242  HISTORY     - 1948     MONUMENTED       CGS
 NM0242  HISTORY     - 1975     POOR             LOCENG
 NM0242  HISTORY     - 19950722 MARK NOT FOUND   LOCENG
 NM0242
 NM0242                          STATION DESCRIPTION
 NM0242
 NM0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0242'6.1 MI NW FROM SALIX.
 NM0242'0.6 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0242'FROM THE STATION AT SALIX, THENCE 3.5 MILES WEST ALONG A GRAVEL
 NM0242'ROAD, THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 0.5 MILE
 NM0242'WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVEL
 NM0242'ROAD, 0.6 MILE SOUTH AND 0.6 MILE SOUTHWEST OF BENCH MARK M 142
 NM0242'1948, NEAR A FARMHOUSE, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 NM0242'LEADING NORTHEAST AND SOUTH, 28.0 FEET NORTHWEST OF THE CENTER
 NM0242'LINE OF THE ROAD, 22.0 FEET SOUTH OF A FENCE ALONG THE SOUTH BANK
 NM0242'OF NEW LAKE, 5.0 FEET NORTH OF A GUY POLE FOR A POWER LINE POLE,
 NM0242'1.7 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM0242'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0242
 NM0242                          STATION RECOVERY (1975)
 NM0242
 NM0242'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 NM0242'MARK RECOVERED IN POOR CONDITION.
 NM0242
 NM0242                          STATION RECOVERY (1995)
 NM0242
 NM0242'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (JRS)
 NM0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0273 ***********************************************************************
 NM0273  DESIGNATION -  Q 143
 NM0273  PID         -  NM0273
 NM0273  STATE/COUNTY-  IA/WOODBURY
 NM0273  USGS QUAD   -  ALBATON (1969)
 NM0273
 NM0273                         *CURRENT SURVEY CONTROL
 NM0273  ___________________________________________________________________
 NM0273* NAD 83(1986)-  42 12 51.     (N)    096 20 46.     (W)     SCALED    
 NM0273* NAVD 88     -       325.393  (meters)    1067.56   (feet)  ADJUSTED  
 NM0273  ___________________________________________________________________
 NM0273  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 NM0273  DYNAMIC HT  -         325.284 (meters)    1067.20  (feet)  COMP
 NM0273  MODELED GRAV-     980,276.8   (mgal)                       NAVD 88
 NM0273
 NM0273  VERT ORDER  -  SECOND    CLASS 0
 NM0273
 NM0273.The horizontal coordinates were scaled from a topographic map and have
 NM0273.an estimated accuracy of +/- 6 seconds.
 NM0273
 NM0273.The orthometric height was determined by differential leveling
 NM0273.and adjusted by the National Geodetic Survey in June 1991..
 NM0273
 NM0273.The geoid height was determined by GEOID03.
 NM0273
 NM0273.The dynamic height is computed by dividing the NAVD 88
 NM0273.geopotential number by the normal gravity value computed on the
 NM0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0273.degrees latitude (g = 980.6199 gals.).
 NM0273
 NM0273.The modeled gravity was interpolated from observed gravity values.
 NM0273
 NM0273;                    North         East    Units  Estimated Accuracy
 NM0273;SPC IA N     - 1,083,280.    1,265,040.      MT  (+/- 180 meters Scaled)
 NM0273
 NM0273                          SUPERSEDED SURVEY CONTROL
 NM0273
 NM0273  NGVD 29 (??/??/92)  325.244  (m)         1067.07   (f) ADJ UNCH    2 0
 NM0273
 NM0273.Superseded values are not recommended for survey control.
 NM0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0273.See file dsdata.txt to determine how the superseded data were derived.
 NM0273
 NM0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM190769(NAD 83)
 NM0273_MARKER: DB = BENCH MARK DISK
 NM0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0273_STAMPING: Q 143 1948
 NM0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0273+STABILITY: SURFACE MOTION
 NM0273
 NM0273  HISTORY     - Date     Condition        Report By
 NM0273  HISTORY     - 1948     MONUMENTED       CGS
 NM0273  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0273
 NM0273                          STATION DESCRIPTION
 NM0273
 NM0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0273'5.1 MI NW FROM ALBATON.
 NM0273'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0273'AT ALBATON, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.0
 NM0273'MILE NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A DIRT
 NM0273'ROAD, THENCE 1.0 MILE NORTH ALONG A FIELD ROAD, THENCE 1.0 MILE WEST
 NM0273'ALONG A DIRT ROAD, ALONG THE EAST EDGE OF A WOODED AREA ON THE
 NM0273'NORTH SIDE OF THE ROAD, 29.0 FEET NORTH OF THE CENTER LINE OF THE
 NM0273'ROAD, 18.0 FEET WEST-NORTHWEST OF THE MOST SOUTHEASTERLY 20-INCH
 NM0273'COTTONWOOD TREE, 6.0 FEET SOUTHEAST OF A 24-INCH FORKED COTTONWOOD
 NM0273'TREE, 5.0 FEET EAST OF A FENCE, 2.0 FEET SOUTHWEST OF A REFERENCE
 NM0273'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 NM0273'THE GROUND.
 NM0273
 NM0273                          STATION RECOVERY (1969)
 NM0273
 NM0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0189 ***********************************************************************
 MK0189  DESIGNATION -  Q 144
 MK0189  PID         -  MK0189
 MK0189  STATE/COUNTY-  IA/MONONA
 MK0189  USGS QUAD   -  TEKAMAH NW (1970)
 MK0189
 MK0189                         *CURRENT SURVEY CONTROL
 MK0189  ___________________________________________________________________
 MK0189* NAD 83(1986)-  41 54 59.     (N)    096 08 07.     (W)     SCALED    
 MK0189* NAVD 88     -       316.308  (meters)    1037.75   (feet)  ADJUSTED  
 MK0189  ___________________________________________________________________
 MK0189  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 MK0189  DYNAMIC HT  -         316.190 (meters)    1037.37  (feet)  COMP
 MK0189  MODELED GRAV-     980,241.4   (mgal)                       NAVD 88
 MK0189
 MK0189  VERT ORDER  -  SECOND    CLASS 0
 MK0189
 MK0189.The horizontal coordinates were scaled from a topographic map and have
 MK0189.an estimated accuracy of +/- 6 seconds.
 MK0189
 MK0189.The orthometric height was determined by differential leveling
 MK0189.and adjusted by the National Geodetic Survey in June 1991..
 MK0189
 MK0189.The geoid height was determined by GEOID03.
 MK0189
 MK0189.The dynamic height is computed by dividing the NAVD 88
 MK0189.geopotential number by the normal gravity value computed on the
 MK0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0189.degrees latitude (g = 980.6199 gals.).
 MK0189
 MK0189.The modeled gravity was interpolated from observed gravity values.
 MK0189
 MK0189;                    North         East    Units  Estimated Accuracy
 MK0189;SPC IA N     - 1,049,660.    1,281,410.      MT  (+/- 180 meters Scaled)
 MK0189
 MK0189                          SUPERSEDED SURVEY CONTROL
 MK0189
 MK0189  NGVD 29 (??/??/92)  316.17   (m)         1037.3    (f) COMPUTED    2 0
 MK0189
 MK0189.Superseded values are not recommended for survey control.
 MK0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0189.See file dsdata.txt to determine how the superseded data were derived.
 MK0189
 MK0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM375444(NAD 83)
 MK0189_MARKER: DB = BENCH MARK DISK
 MK0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0189_STAMPING: Q 144 1948
 MK0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0189+STABILITY: SURFACE MOTION
 MK0189
 MK0189  HISTORY     - Date     Condition        Report By
 MK0189  HISTORY     - 1948     MONUMENTED       CGS
 MK0189
 MK0189                          STATION DESCRIPTION
 MK0189
 MK0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0189'3.5 MI SW FROM BLENCOE.
 MK0189'0.5 MILE SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF
 MK0189'NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.0 MILE
 MK0189'WEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT
 MK0189'ROAD, THENCE 1.5 MILES WEST ALONG A DIRT ROAD, 221.0 FEET
 MK0189'SOUTHEAST OF THE CENTER LINE OF A DIKE, 121.0 FEET NORTHEAST OF
 MK0189'A MAIL BOX, 25.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 MK0189'5.3 FEET WEST OF A 14-INCH TWIN ELM TREE, 1.7 FEET EAST OF A
 MK0189'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MK0189'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0190 ***********************************************************************
 MK0190  DESIGNATION -  Q 144 RESET
 MK0190  PID         -  MK0190
 MK0190  STATE/COUNTY-  IA/MONONA
 MK0190  USGS QUAD   -  TEKAMAH NW (1970)
 MK0190
 MK0190                         *CURRENT SURVEY CONTROL
 MK0190  ___________________________________________________________________
 MK0190* NAD 83(1986)-  41 55 00.     (N)    096 08 07.     (W)     SCALED    
 MK0190* NAVD 88     -       315.82   (meters)    1036.2    (feet)  RESET     
 MK0190  ___________________________________________________________________
 MK0190  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 MK0190
 MK0190  VERT ORDER  -  THIRD
 MK0190
 MK0190.The horizontal coordinates were scaled from a topographic map and have
 MK0190.an estimated accuracy of +/- 6 seconds.
 MK0190
 MK0190.The orthometric height was computed from unverified reset data.
 MK0190
 MK0190.The geoid height was determined by GEOID03.
 MK0190
 MK0190;                    North         East    Units  Estimated Accuracy
 MK0190;SPC IA N     - 1,049,690.    1,281,410.      MT  (+/- 180 meters Scaled)
 MK0190
 MK0190                          SUPERSEDED SURVEY CONTROL
 MK0190
 MK0190  NGVD 29 (??/??/??)  315.68   (m)         1035.7    (f) RESET       3  
 MK0190
 MK0190.Superseded values are not recommended for survey control.
 MK0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0190.See file dsdata.txt to determine how the superseded data were derived.
 MK0190
 MK0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM375444(NAD 83)
 MK0190_MARKER: DB = BENCH MARK DISK
 MK0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0190_STAMPING: Q 144 1948 RESET 1949
 MK0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0190+STABILITY: SURFACE MOTION
 MK0190
 MK0190  HISTORY     - Date     Condition        Report By
 MK0190  HISTORY     - 1949     MONUMENTED       DOD
 MK0190  HISTORY     - 1953     GOOD             NGS
 MK0190  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0190  HISTORY     - 1981     GOOD             LOCENG
 MK0190
 MK0190                          STATION DESCRIPTION
 MK0190
 MK0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MK0190'3.4 MI SW FROM BLENCOE.
 MK0190'0.5 MILE SOUTH ALONG U.S. HIGHWAY 75 FROM THE JUNCTION OF STATE
 MK0190'HIGHWAY 366 AT BLENCOE, MONONA COUNTY, THENCE 1.0 MILE WEST
 MK0190'ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD,
 MK0190'THENCE 1.35 MILES WEST ALONG A DIRT ROAD, 400 FEET EAST ALONG
 MK0190'THE CENTERLINE OF THE ROAD FROM THE CENTERLINE OF AN EARTH
 MK0190'LEVEE, 39.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 68
 MK0190'FEET NORTH OF AN R.E.A. POWER-TRANSMISSION LINE.  A STANDARD
 MK0190'DISK, STAMPED Q 144 1948 RESET 1949 AND SET IN THE TOP OF A
 MK0190'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 MK0190
 MK0190                          STATION RECOVERY (1974)
 MK0190
 MK0190'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0190'MARK NOT FOUND.
 MK0190
 MK0190                          STATION RECOVERY (1981)
 MK0190
 MK0190'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MK0190'1.0 WEST ALONG A PAVED ROAD FROM THE INTERSECTION OF COUNTY ROAD K-45
 MK0190'AND THE MAIN STREET AT BLENVOE, THENCE 1.0 MILE SOUTH ALONG A GRAVEL
 MK0190'ROAD, THENCE 1.25 MILES WEST ALONG A GRAVEL ROAD, 39.5 FEET NORTH OF
 MK0190'THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A REFERENCE POST, 6.8
 MK0190'FEET NORTH OF A POWER POLE, 8.0 FEET NORTH WEST OF A TELEPHONE
 MK0190'PEDESTAL, AND SET IN THE TOP OF A CONCRETE POST 0.2 FOOT BELOW
 MK0190'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0192 ***********************************************************************
 MK0192  DESIGNATION -  Q 145
 MK0192  PID         -  MK0192
 MK0192  STATE/COUNTY-  IA/MONONA
 MK0192  USGS QUAD   -  BLENCOE (1970)
 MK0192
 MK0192                         *CURRENT SURVEY CONTROL
 MK0192  ___________________________________________________________________
 MK0192* NAD 83(1986)-  41 54 59.     (N)    096 07 00.     (W)     SCALED    
 MK0192* NAVD 88     -       317.415  (meters)    1041.39   (feet)  ADJUSTED  
 MK0192  ___________________________________________________________________
 MK0192  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 MK0192  DYNAMIC HT  -         317.296 (meters)    1041.00  (feet)  COMP
 MK0192  MODELED GRAV-     980,239.8   (mgal)                       NAVD 88
 MK0192
 MK0192  VERT ORDER  -  SECOND    CLASS 0
 MK0192
 MK0192.The horizontal coordinates were scaled from a topographic map and have
 MK0192.an estimated accuracy of +/- 6 seconds.
 MK0192
 MK0192.The orthometric height was determined by differential leveling
 MK0192.and adjusted by the National Geodetic Survey in June 1991..
 MK0192
 MK0192.The geoid height was determined by GEOID03.
 MK0192
 MK0192.The dynamic height is computed by dividing the NAVD 88
 MK0192.geopotential number by the normal gravity value computed on the
 MK0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0192.degrees latitude (g = 980.6199 gals.).
 MK0192
 MK0192.The modeled gravity was interpolated from observed gravity values.
 MK0192
 MK0192;                    North         East    Units  Estimated Accuracy
 MK0192;SPC IA N     - 1,049,610.    1,282,950.      MT  (+/- 180 meters Scaled)
 MK0192
 MK0192                          SUPERSEDED SURVEY CONTROL
 MK0192
 MK0192  NGVD 29 (??/??/92)  317.274  (m)         1040.92   (f) ADJ UNCH    2 0
 MK0192
 MK0192.Superseded values are not recommended for survey control.
 MK0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0192.See file dsdata.txt to determine how the superseded data were derived.
 MK0192
 MK0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM391445(NAD 83)
 MK0192_MARKER: DB = BENCH MARK DISK
 MK0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0192_STAMPING: Q 145 1948
 MK0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0192+STABILITY: SURFACE MOTION
 MK0192
 MK0192  HISTORY     - Date     Condition        Report By
 MK0192  HISTORY     - 1948     MONUMENTED       CGS
 MK0192  HISTORY     - 1974     GOOD             LOCSUR
 MK0192
 MK0192                          STATION DESCRIPTION
 MK0192
 MK0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0192'2.5 MI SW FROM BLENCOE.
 MK0192'0.5 MILE SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF
 MK0192'NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.0 MILE
 MK0192'WEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD,
 MK0192'THENCE 0.5 MILE WEST ALONG A DIRT ROAD, AT A T ROAD, IN A SMALL
 MK0192'GROVE OF COTTONWOOD TREES, 94.0 FEET WEST OF THE CENTER LINE
 MK0192'OF A PRIVATE ROAD LEADING SOUTH TO A FARMHOUSE, 34.0 FEET
 MK0192'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1.0 FOOT SOUTH
 MK0192'OF A FENCE, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE TOP
 MK0192'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MK0192
 MK0192                          STATION RECOVERY (1974)
 MK0192
 MK0192'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0355 ***********************************************************************
 MJ0355  DESIGNATION -  Q 146
 MJ0355  PID         -  MJ0355
 MJ0355  STATE/COUNTY-  IA/SHELBY
 MJ0355  USGS QUAD   -  SHELBY (1978)
 MJ0355
 MJ0355                         *CURRENT SURVEY CONTROL
 MJ0355  ___________________________________________________________________
 MJ0355* NAD 83(1986)-  41 30 45.     (N)    095 27 09.     (W)     SCALED    
 MJ0355* NAVD 88     -       396.086  (meters)    1299.49   (feet)  ADJUSTED  
 MJ0355  ___________________________________________________________________
 MJ0355  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 MJ0355  DYNAMIC HT  -         395.910 (meters)    1298.91  (feet)  COMP
 MJ0355  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 MJ0355
 MJ0355  VERT ORDER  -  FIRST     CLASS II
 MJ0355
 MJ0355.The horizontal coordinates were scaled from a topographic map and have
 MJ0355.an estimated accuracy of +/- 6 seconds.
 MJ0355
 MJ0355.The orthometric height was determined by differential leveling
 MJ0355.and adjusted by the National Geodetic Survey in June 1991..
 MJ0355
 MJ0355.The geoid height was determined by GEOID03.
 MJ0355
 MJ0355.The dynamic height is computed by dividing the NAVD 88
 MJ0355.geopotential number by the normal gravity value computed on the
 MJ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0355.degrees latitude (g = 980.6199 gals.).
 MJ0355
 MJ0355.The modeled gravity was interpolated from observed gravity values.
 MJ0355
 MJ0355;                    North         East    Units  Estimated Accuracy
 MJ0355;SPC IA S     -   169,790.      337,030.      MT  (+/- 180 meters Scaled)
 MJ0355
 MJ0355                          SUPERSEDED SURVEY CONTROL
 MJ0355
 MJ0355  NGVD 29 (??/??/92)  395.964  (m)         1299.09   (f) ADJ UNCH    1 2
 MJ0355
 MJ0355.Superseded values are not recommended for survey control.
 MJ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0355.See file dsdata.txt to determine how the superseded data were derived.
 MJ0355
 MJ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF953985(NAD 83)
 MJ0355_MARKER: DB = BENCH MARK DISK
 MJ0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0355_STAMPING: Q 146 1949
 MJ0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0355+STABILITY: SURFACE MOTION
 MJ0355
 MJ0355  HISTORY     - Date     Condition        Report By
 MJ0355  HISTORY     - 1949     MONUMENTED       CGS
 MJ0355  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0355
 MJ0355                          STATION DESCRIPTION
 MJ0355
 MJ0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0355'AT SHELBY.
 MJ0355'AT SHELBY, 0.2 MILE SOUTH OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0355'RAILWAY STATION, ABOUT 175.0 FEET NORTHEAST OF A SECTION CREW
 MJ0355'TOOL HOUSE, 161.0 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 MJ0355'78.0 FEET EAST OF THE EAST RAIL OF A SPUR TRACK ALONG THE WEST
 MJ0355'SIDE OF A CATTLE PEN, 31.0 FEET EAST OF THE NORTHEAST CORNER OF THE
 MJ0355'CATTLE PENS, 1.5 FEET WEST OF A FENCE, 0.9 FOOT NORTH OF A
 MJ0355'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 MJ0355'FOOT ABOVE THE GROUND.
 MJ0355
 MJ0355                          STATION RECOVERY (1975)
 MJ0355
 MJ0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0311 ***********************************************************************
 LF0311  DESIGNATION -  Q 147
 LF0311  PID         -  LF0311
 LF0311  STATE/COUNTY-  IA/MILLS
 LF0311  USGS QUAD   -  IMOGENE (1978)
 LF0311
 LF0311                         *CURRENT SURVEY CONTROL
 LF0311  ___________________________________________________________________
 LF0311* NAD 83(1986)-  40 57 34.     (N)    095 28 57.     (W)     SCALED    
 LF0311* NAVD 88     -       353.929  (meters)    1161.18   (feet)  ADJUSTED  
 LF0311  ___________________________________________________________________
 LF0311  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 LF0311  DYNAMIC HT  -         353.761 (meters)    1160.63  (feet)  COMP
 LF0311  MODELED GRAV-     980,140.6   (mgal)                       NAVD 88
 LF0311
 LF0311  VERT ORDER  -  SECOND    CLASS 0
 LF0311
 LF0311.The horizontal coordinates were scaled from a topographic map and have
 LF0311.an estimated accuracy of +/- 6 seconds.
 LF0311
 LF0311.The orthometric height was determined by differential leveling
 LF0311.and adjusted by the National Geodetic Survey in June 1991..
 LF0311
 LF0311.The geoid height was determined by GEOID03.
 LF0311
 LF0311.The dynamic height is computed by dividing the NAVD 88
 LF0311.geopotential number by the normal gravity value computed on the
 LF0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0311.degrees latitude (g = 980.6199 gals.).
 LF0311
 LF0311.The modeled gravity was interpolated from observed gravity values.
 LF0311
 LF0311;                    North         East    Units  Estimated Accuracy
 LF0311;SPC IA S     -   108,450.      333,120.      MT  (+/- 180 meters Scaled)
 LF0311
 LF0311                          SUPERSEDED SURVEY CONTROL
 LF0311
 LF0311  NGVD 29 (??/??/92)  353.838  (m)         1160.88   (f) ADJ UNCH    2 0
 LF0311
 LF0311.Superseded values are not recommended for survey control.
 LF0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0311.See file dsdata.txt to determine how the superseded data were derived.
 LF0311
 LF0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF910372(NAD 83)
 LF0311_MARKER: DB = BENCH MARK DISK
 LF0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0311_STAMPING: Q 147 1949
 LF0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0311+STABILITY: SURFACE MOTION
 LF0311
 LF0311  HISTORY     - Date     Condition        Report By
 LF0311  HISTORY     - 1949     MONUMENTED       CGS
 LF0311
 LF0311                          STATION DESCRIPTION
 LF0311
 LF0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0311'1.9 MI NE FROM STRAHAN.
 LF0311'0.8 MILE NORTH ALONG COUNTY ROAD U FROM THE STRAHAN CONSOLIDATED
 LF0311'SCHOOL AT STRAHAN, THENCE 0.5 MILE EAST ALONG A DIRT ROAD, THENCE
 LF0311'0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 0.4 MILE EAST ALONG
 LF0311'A DIRT ROAD, AT THE HILLYER AIRFIELD, AT THE MAIN GATE, AT THE
 LF0311'SOUTHEAST END OF THE NORTHWEST-SOUTHEAST RUNWAY, 30.0 FEET
 LF0311'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 13.0 FEET EAST
 LF0311'OF THE CENTER LINE OF A GATE, 1.0 FOOT EAST OF A REFERENCE POST,
 LF0311'AT THE SUMMIT OF A HILL, 67.0 FEET WEST OF A TELEPHONE POLE, 1.0
 LF0311'FOOT NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 LF0311'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0516 ***********************************************************************
 MJ0516  DESIGNATION -  Q 148
 MJ0516  PID         -  MJ0516
 MJ0516  STATE/COUNTY-  IA/MONTGOMERY
 MJ0516  USGS QUAD   -  GRISWOLD (1978)
 MJ0516
 MJ0516                         *CURRENT SURVEY CONTROL
 MJ0516  ___________________________________________________________________
 MJ0516* NAD 83(1986)-  41 08 42.     (N)    095 12 51.     (W)     SCALED    
 MJ0516* NAVD 88     -       363.515  (meters)    1192.63   (feet)  ADJUSTED  
 MJ0516  ___________________________________________________________________
 MJ0516  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 MJ0516  DYNAMIC HT  -         363.363 (meters)    1192.13  (feet)  COMP
 MJ0516  MODELED GRAV-     980,194.3   (mgal)                       NAVD 88
 MJ0516
 MJ0516  VERT ORDER  -  SECOND    CLASS 0
 MJ0516
 MJ0516.The horizontal coordinates were scaled from a topographic map and have
 MJ0516.an estimated accuracy of +/- 6 seconds.
 MJ0516
 MJ0516.The orthometric height was determined by differential leveling
 MJ0516.and adjusted by the National Geodetic Survey in June 1991..
 MJ0516
 MJ0516.The geoid height was determined by GEOID03.
 MJ0516
 MJ0516.The dynamic height is computed by dividing the NAVD 88
 MJ0516.geopotential number by the normal gravity value computed on the
 MJ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0516.degrees latitude (g = 980.6199 gals.).
 MJ0516
 MJ0516.The modeled gravity was interpolated from observed gravity values.
 MJ0516
 MJ0516;                    North         East    Units  Estimated Accuracy
 MJ0516;SPC IA S     -   128,570.      356,110.      MT  (+/- 180 meters Scaled)
 MJ0516
 MJ0516                          SUPERSEDED SURVEY CONTROL
 MJ0516
 MJ0516  NGVD 29 (??/??/92)  363.437  (m)         1192.38   (f) ADJ UNCH    2 0
 MJ0516
 MJ0516.Superseded values are not recommended for survey control.
 MJ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0516.See file dsdata.txt to determine how the superseded data were derived.
 MJ0516
 MJ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF141572(NAD 83)
 MJ0516_MARKER: DB = BENCH MARK DISK
 MJ0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0516_STAMPING: Q 148 1949
 MJ0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0516+STABILITY: SURFACE MOTION
 MJ0516
 MJ0516  HISTORY     - Date     Condition        Report By
 MJ0516  HISTORY     - 1949     MONUMENTED       CGS
 MJ0516
 MJ0516                          STATION DESCRIPTION
 MJ0516
 MJ0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0516'3 MI SW FROM ELLIOTT.
 MJ0516'0.3 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ELLIOTT,
 MJ0516'THENCE 2.7 MILES WEST ALONG STATE HIGHWAY NO. 48, IN THE
 MJ0516'SOUTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 98.0 FEET WEST OF
 MJ0516'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 86.0 FEET SOUTH OF THE
 MJ0516'CENTER LINE OF THE HIGHWAY, 67.5 FEET SOUTH-SOUTHEAST OF THE
 MJ0516'CENTER LINE OF THE SOUTH END OF A CONCRETE CULVERT, 1.0 FOOT
 MJ0516'NORTHEAST OF A FENCE, 1.6 FEET SOUTHEAST OF A REFERENCE POST, SET
 MJ0516'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MJ0516'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0494 ***********************************************************************
 MJ0494  DESIGNATION -  Q 149
 MJ0494  PID         -  MJ0494
 MJ0494  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0494  USGS QUAD   -  OAKLAND (1963)
 MJ0494
 MJ0494                         *CURRENT SURVEY CONTROL
 MJ0494  ___________________________________________________________________
 MJ0494* NAD 83(1986)-  41 16 54.     (N)    095 24 11.     (W)     SCALED    
 MJ0494* NAVD 88     -       327.494  (meters)    1074.45   (feet)  ADJUSTED  
 MJ0494  ___________________________________________________________________
 MJ0494  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 MJ0494  DYNAMIC HT  -         327.364 (meters)    1074.03  (feet)  COMP
 MJ0494  MODELED GRAV-     980,214.7   (mgal)                       NAVD 88
 MJ0494
 MJ0494  VERT ORDER  -  SECOND    CLASS 0
 MJ0494
 MJ0494.The horizontal coordinates were scaled from a topographic map and have
 MJ0494.an estimated accuracy of +/- 6 seconds.
 MJ0494
 MJ0494.The orthometric height was determined by differential leveling
 MJ0494.and adjusted by the National Geodetic Survey in June 1991..
 MJ0494
 MJ0494.The geoid height was determined by GEOID03.
 MJ0494
 MJ0494.The dynamic height is computed by dividing the NAVD 88
 MJ0494.geopotential number by the normal gravity value computed on the
 MJ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0494.degrees latitude (g = 980.6199 gals.).
 MJ0494
 MJ0494.The modeled gravity was interpolated from observed gravity values.
 MJ0494
 MJ0494;                    North         East    Units  Estimated Accuracy
 MJ0494;SPC IA S     -   144,070.      340,590.      MT  (+/- 180 meters Scaled)
 MJ0494
 MJ0494                          SUPERSEDED SURVEY CONTROL
 MJ0494
 MJ0494  NGVD 29 (??/??/92)  327.413  (m)         1074.19   (f) ADJ UNCH    2 0
 MJ0494
 MJ0494.Superseded values are not recommended for survey control.
 MJ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0494.See file dsdata.txt to determine how the superseded data were derived.
 MJ0494
 MJ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF987728(NAD 83)
 MJ0494_MARKER: DB = BENCH MARK DISK
 MJ0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0494_STAMPING: Q 149 1949
 MJ0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0494+STABILITY: SURFACE MOTION
 MJ0494
 MJ0494  HISTORY     - Date     Condition        Report By
 MJ0494  HISTORY     - 1949     MONUMENTED       CGS
 MJ0494
 MJ0494                          STATION DESCRIPTION
 MJ0494
 MJ0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0494'1.9 MI S FROM OAKLAND.
 MJ0494'1.9 MILES SOUTH ALONG U.S. HIGHWAY 59 FROM THE CITIZENS STATE
 MJ0494'BANK AT OAKLAND, 0.6 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAYS
 MJ0494'59 AND 6, AT A T-JUNCTION OF THE HIGHWAY AND A PRIVATE ROAD
 MJ0494'LEADING EAST TO A FARMHOUSE, 80.0 FEET EAST OF THE CENTER LINE
 MJ0494'OF THE HIGHWAY, 76.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MJ0494'EAST END OF CULVERT 37, 21.0 FEET SOUTH OF THE CENTER LINE OF THE
 MJ0494'PRIVATE ROAD, 6.7 FEET NORTH OF A TELEPHONE POLE, ABOUT 3.0 FEET
 MJ0494'BELOW ROAD LEVEL, 1.3 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE,
 MJ0494'1.4 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 MJ0494'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0014 ***********************************************************************
 NM0014  DESIGNATION -  Q 15
 NM0014  PID         -  NM0014
 NM0014  STATE/COUNTY-  IA/PLYMOUTH
 NM0014  USGS QUAD   -  LE MARS (1985)
 NM0014
 NM0014                         *CURRENT SURVEY CONTROL
 NM0014  ___________________________________________________________________
 NM0014* NAD 83(1986)-  42 47 07.     (N)    096 10 28.     (W)     SCALED    
 NM0014* NAVD 88     -       373.027  (meters)    1223.84   (feet)  ADJUSTED  
 NM0014  ___________________________________________________________________
 NM0014  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 NM0014  DYNAMIC HT  -         372.916 (meters)    1223.48  (feet)  COMP
 NM0014  MODELED GRAV-     980,314.6   (mgal)                       NAVD 88
 NM0014
 NM0014  VERT ORDER  -  SECOND    CLASS 0
 NM0014
 NM0014.The horizontal coordinates were scaled from a topographic map and have
 NM0014.an estimated accuracy of +/- 6 seconds.
 NM0014
 NM0014.The orthometric height was determined by differential leveling
 NM0014.and adjusted by the National Geodetic Survey in June 1991..
 NM0014
 NM0014.The geoid height was determined by GEOID03.
 NM0014
 NM0014.The dynamic height is computed by dividing the NAVD 88
 NM0014.geopotential number by the normal gravity value computed on the
 NM0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0014.degrees latitude (g = 980.6199 gals.).
 NM0014
 NM0014.The modeled gravity was interpolated from observed gravity values.
 NM0014
 NM0014;                    North         East    Units  Estimated Accuracy
 NM0014;SPC IA N     - 1,146,230.    1,281,210.      MT  (+/- 180 meters Scaled)
 NM0014
 NM0014                          SUPERSEDED SURVEY CONTROL
 NM0014
 NM0014  NGVD 29 (??/??/92)  372.833  (m)         1223.20   (f) ADJ UNCH    2 0
 NM0014
 NM0014.Superseded values are not recommended for survey control.
 NM0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0014.See file dsdata.txt to determine how the superseded data were derived.
 NM0014
 NM0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN311408(NAD 83)
 NM0014_MARKER: DB = BENCH MARK DISK
 NM0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0014_STAMPING: Q 15 1934
 NM0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0014+STABILITY: SURFACE MOTION
 NM0014
 NM0014  HISTORY     - Date     Condition        Report By
 NM0014  HISTORY     - 1934     MONUMENTED       CGS
 NM0014  HISTORY     - 1934     GOOD             NGS
 NM0014  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NM0014
 NM0014                          STATION DESCRIPTION
 NM0014
 NM0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NM0014'0.7 MI SW FROM LE MARS.
 NM0014'0.7 MILE SOUTHWEST ALONG THE SOO LINE RAILROAD, FORMERLY (C.ST.P.M.
 NM0014'AND O.RWY.) FROM THE STATION AT LE MARS, 40 YARDS SOUTHEAST
 NM0014'OF THE CENTERLINE OF U.S. HIGHWAY 75, 36 FEET EAST OF A
 NM0014'STREET CROSSING, AND 57 FEET SOUTHEAST OF THE SOUTHEAST
 NM0014'RAIL.  A STANDARD DISK, STAMPED Q 15 1934 AND SET IN THE TOP OF
 NM0014'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NM0014
 NM0014                          STATION RECOVERY (1985)
 NM0014
 NM0014'RECOVERY NOTE BY US POWER SQUADRON 1985 (JWS)
 NM0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0374 ***********************************************************************
 MJ0374  DESIGNATION -  Q 150
 MJ0374  PID         -  MJ0374
 MJ0374  STATE/COUNTY-  IA/SHELBY
 MJ0374  USGS QUAD   -  PORTSMOUTH (1978)
 MJ0374
 MJ0374                         *CURRENT SURVEY CONTROL
 MJ0374  ___________________________________________________________________
 MJ0374* NAD 83(1986)-  41 38 51.     (N)    095 30 34.     (W)     SCALED    
 MJ0374* NAVD 88     -       368.238  (meters)    1208.13   (feet)  ADJUSTED  
 MJ0374  ___________________________________________________________________
 MJ0374  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 MJ0374  DYNAMIC HT  -         368.063 (meters)    1207.55  (feet)  COMP
 MJ0374  MODELED GRAV-     980,140.3   (mgal)                       NAVD 88
 MJ0374
 MJ0374  VERT ORDER  -  SECOND    CLASS 0
 MJ0374
 MJ0374.The horizontal coordinates were scaled from a topographic map and have
 MJ0374.an estimated accuracy of +/- 6 seconds.
 MJ0374
 MJ0374.The orthometric height was determined by differential leveling
 MJ0374.and adjusted by the National Geodetic Survey in June 1991..
 MJ0374
 MJ0374.The geoid height was determined by GEOID03.
 MJ0374
 MJ0374.The dynamic height is computed by dividing the NAVD 88
 MJ0374.geopotential number by the normal gravity value computed on the
 MJ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0374.degrees latitude (g = 980.6199 gals.).
 MJ0374
 MJ0374.The modeled gravity was interpolated from observed gravity values.
 MJ0374
 MJ0374;                    North         East    Units  Estimated Accuracy
 MJ0374;SPC IA S     -   184,890.      332,620.      MT  (+/- 180 meters Scaled)
 MJ0374
 MJ0374                          SUPERSEDED SURVEY CONTROL
 MJ0374
 MJ0374  NGVD 29 (??/??/92)  368.112  (m)         1207.71   (f) ADJ UNCH    2 0
 MJ0374
 MJ0374.Superseded values are not recommended for survey control.
 MJ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0374.See file dsdata.txt to determine how the superseded data were derived.
 MJ0374
 MJ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG910136(NAD 83)
 MJ0374_MARKER: DB = BENCH MARK DISK
 MJ0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0374_SP_SET: BRIDGE
 MJ0374_STAMPING: Q 150 1949
 MJ0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0374
 MJ0374  HISTORY     - Date     Condition        Report By
 MJ0374  HISTORY     - 1949     MONUMENTED       CGS
 MJ0374
 MJ0374                          STATION DESCRIPTION
 MJ0374
 MJ0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0374'0.5 MI E FROM PORTSMOUTH.
 MJ0374'0.5 MILE EAST ALONG STATE HIGHWAY NO. 39 FROM THE JUNCTION OF
 MJ0374'STATE HIGHWAY NO. 39 WITH STATE HIGHWAY NO. 191 AT PORTSMOUTH,
 MJ0374'SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A CONCRETE
 MJ0374'BRIDGE, 100.0 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD
 MJ0374'LEADING NORTH, 13.4 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MJ0374'4.3 FEET SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL, 3.0
 MJ0374'FEET ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0375 ***********************************************************************
 MJ0375  DESIGNATION -  Q 150 RESET
 MJ0375  PID         -  MJ0375
 MJ0375  STATE/COUNTY-  IA/SHELBY
 MJ0375  USGS QUAD   -  PORTSMOUTH (1978)
 MJ0375
 MJ0375                         *CURRENT SURVEY CONTROL
 MJ0375  ___________________________________________________________________
 MJ0375* NAD 83(1986)-  41 38 51.     (N)    095 30 34.     (W)     SCALED    
 MJ0375* NAVD 88     -       366.68   (meters)    1203.0    (feet)  RESET     
 MJ0375  ___________________________________________________________________
 MJ0375  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 MJ0375
 MJ0375  VERT ORDER  -  THIRD
 MJ0375
 MJ0375.The horizontal coordinates were scaled from a topographic map and have
 MJ0375.an estimated accuracy of +/- 6 seconds.
 MJ0375
 MJ0375.The orthometric height was computed from unverified reset data.
 MJ0375
 MJ0375.The geoid height was determined by GEOID03.
 MJ0375
 MJ0375;                    North         East    Units  Estimated Accuracy
 MJ0375;SPC IA S     -   184,890.      332,620.      MT  (+/- 180 meters Scaled)
 MJ0375
 MJ0375                          SUPERSEDED SURVEY CONTROL
 MJ0375
 MJ0375  NGVD 29 (??/??/??)  366.55   (m)         1202.6    (f) RESET       3  
 MJ0375
 MJ0375.Superseded values are not recommended for survey control.
 MJ0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0375.See file dsdata.txt to determine how the superseded data were derived.
 MJ0375
 MJ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG910136(NAD 83)
 MJ0375_MARKER: DD = SURVEY DISK
 MJ0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0375_SP_SET: CULVERT
 MJ0375_STAMPING: Q 150 RESET 1964
 MJ0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0375
 MJ0375  HISTORY     - Date     Condition        Report By
 MJ0375  HISTORY     - 1964     MONUMENTED       IAHD
 MJ0375
 MJ0375                          STATION DESCRIPTION
 MJ0375
 MJ0375'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1964
 MJ0375'0.5 MI E FROM PORTSMOUTH.
 MJ0375'0.5 MILES EAST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 MJ0375'STATE HIGHWAY 39 WITH STATE HIGHWAY 191 AT PORTSMOUTH, SET IN
 MJ0375'THE TOP CENTER OF THE SOUTH HEADWALL OF AN 8 FT X 12 FT CONCRETE
 MJ0375'BOX CULVERT 33.5 FEET SOUTH OF CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0298 ***********************************************************************
 MJ0298  DESIGNATION -  Q 151
 MJ0298  PID         -  MJ0298
 MJ0298  STATE/COUNTY-  IA/SHELBY
 MJ0298  USGS QUAD   -  IRWIN (1978)
 MJ0298
 MJ0298                         *CURRENT SURVEY CONTROL
 MJ0298  ___________________________________________________________________
 MJ0298* NAD 83(1986)-  41 51 03.     (N)    095 07 52.     (W)     SCALED    
 MJ0298* NAVD 88     -       409.960  (meters)    1345.01   (feet)  ADJUSTED  
 MJ0298  ___________________________________________________________________
 MJ0298  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 MJ0298  DYNAMIC HT  -         409.769 (meters)    1344.38  (feet)  COMP
 MJ0298  MODELED GRAV-     980,145.0   (mgal)                       NAVD 88
 MJ0298
 MJ0298  VERT ORDER  -  SECOND    CLASS 0
 MJ0298
 MJ0298.The horizontal coordinates were scaled from a topographic map and have
 MJ0298.an estimated accuracy of +/- 6 seconds.
 MJ0298
 MJ0298.The orthometric height was determined by differential leveling
 MJ0298.and adjusted by the National Geodetic Survey in June 1991..
 MJ0298
 MJ0298.The geoid height was determined by GEOID03.
 MJ0298
 MJ0298.The dynamic height is computed by dividing the NAVD 88
 MJ0298.geopotential number by the normal gravity value computed on the
 MJ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0298.degrees latitude (g = 980.6199 gals.).
 MJ0298
 MJ0298.The modeled gravity was interpolated from observed gravity values.
 MJ0298
 MJ0298;                    North         East    Units  Estimated Accuracy
 MJ0298;SPC IA S     -   206,810.      364,550.      MT  (+/- 180 meters Scaled)
 MJ0298
 MJ0298                          SUPERSEDED SURVEY CONTROL
 MJ0298
 MJ0298  NGVD 29 (??/??/92)  409.822  (m)         1344.56   (f) ADJ UNCH    2 0
 MJ0298
 MJ0298.Superseded values are not recommended for survey control.
 MJ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0298.See file dsdata.txt to determine how the superseded data were derived.
 MJ0298
 MJ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG230354(NAD 83)
 MJ0298_MARKER: DB = BENCH MARK DISK
 MJ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0298_STAMPING: Q 151 1949
 MJ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0298+STABILITY: SURFACE MOTION
 MJ0298
 MJ0298  HISTORY     - Date     Condition        Report By
 MJ0298  HISTORY     - 1949     MONUMENTED       CGS
 MJ0298  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0298
 MJ0298                          STATION DESCRIPTION
 MJ0298
 MJ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0298'4.5 MI SE FROM ASPINWALL.
 MJ0298'0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0298'RAILROAD FROM THE STATION AT ASPINWALL, THENCE 4.3 MILES SOUTH
 MJ0298'ALONG A SECTION LINE ROAD, 0.1 MILE NORTH OF THE JUNCTION OF THE
 MJ0298'NORTH-SOUTH SECTION LINE ROAD AND COUNTY ROAD M, 0.4 MILE SOUTH OF
 MJ0298'A CHURCH AT BOTNA, 33.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 81.0
 MJ0298'FEET NORTHEAST OF THE THIRD POWER LINE POLE NORTH OF THE JUNCTION, 3.0
 MJ0298'FEET NORTH OF THE THIRD TELEPHONE POLE NORTH OF THE JUNCTION, 0.8 FOOT
 MJ0298'WEST OF A FENCE, 1.3 FEET SOUTH OF A REFERENCE POST, SET IN THE
 MJ0298'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MJ0298
 MJ0298                          STATION RECOVERY (1975)
 MJ0298
 MJ0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0359 ***********************************************************************
 NM0359  DESIGNATION -  Q 152
 NM0359  PID         -  NM0359
 NM0359  STATE/COUNTY-  IA/WOODBURY
 NM0359  USGS QUAD   -  LUTON (1964)
 NM0359
 NM0359                         *CURRENT SURVEY CONTROL
 NM0359  ___________________________________________________________________
 NM0359* NAD 83(1986)-  42 17 10.     (N)    096 09 17.     (W)     SCALED    
 NM0359* NAVD 88     -       326.000  (meters)    1069.55   (feet)  ADJUSTED  
 NM0359  ___________________________________________________________________
 NM0359  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 NM0359  DYNAMIC HT  -         325.891 (meters)    1069.19  (feet)  COMP
 NM0359  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 NM0359
 NM0359  VERT ORDER  -  SECOND    CLASS 0
 NM0359
 NM0359.The horizontal coordinates were scaled from a topographic map and have
 NM0359.an estimated accuracy of +/- 6 seconds.
 NM0359
 NM0359.The orthometric height was determined by differential leveling
 NM0359.and adjusted by the National Geodetic Survey in June 1991..
 NM0359
 NM0359.The geoid height was determined by GEOID03.
 NM0359
 NM0359.The dynamic height is computed by dividing the NAVD 88
 NM0359.geopotential number by the normal gravity value computed on the
 NM0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0359.degrees latitude (g = 980.6199 gals.).
 NM0359
 NM0359.The modeled gravity was interpolated from observed gravity values.
 NM0359
 NM0359;                    North         East    Units  Estimated Accuracy
 NM0359;SPC IA N     - 1,090,760.    1,281,090.      MT  (+/- 180 meters Scaled)
 NM0359
 NM0359                          SUPERSEDED SURVEY CONTROL
 NM0359
 NM0359  NGVD 29 (??/??/92)  325.845  (m)         1069.04   (f) ADJ UNCH    2 0
 NM0359
 NM0359.Superseded values are not recommended for survey control.
 NM0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0359.See file dsdata.txt to determine how the superseded data were derived.
 NM0359
 NM0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM345854(NAD 83)
 NM0359_MARKER: DB = BENCH MARK DISK
 NM0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0359_STAMPING: Q 152 1949
 NM0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0359+STABILITY: SURFACE MOTION
 NM0359
 NM0359  HISTORY     - Date     Condition        Report By
 NM0359  HISTORY     - 1949     MONUMENTED       CGS
 NM0359  HISTORY     - 1964     MARK NOT FOUND   USGS
 NM0359
 NM0359                          STATION DESCRIPTION
 NM0359
 NM0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0359'9.6 MI NW FROM HOLLY SPRINGS.
 NM0359'0.2 MILE NORTHWEST ALONG STATE HIGHWAY 141 FROM THE CONSOLIDATED
 NM0359'SCHOOL AT HOLLY SPRINGS, THENCE 3.25 MILES WEST ALONG A GRAVELED
 NM0359'ROAD, THENCE 0.65 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE
 NM0359'0.5 MILE NORTH ALONG COUNTY ROAD G, AT THE FARM HOME OF N.M.
 NM0359'LINSCOTT AND OCCUPIED BY G.J. STANLEY, 172 FEET WEST OF THE
 NM0359'CENTER LINE OF A NORTH-SOUTH ROAD, 132 FEET NORTH OF THE CENTER
 NM0359'LINE OF AN EAST-WEST ROAD, 49.5 FEET WEST OF THE SOUTHWEST
 NM0359'CORNER OF THE HOUSE, 3.8 FEET SOUTHWEST OF THE SOUTHEAST LEG OF
 NM0359'A WINDMILL, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM0359'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0359
 NM0359                          STATION RECOVERY (1964)
 NM0359
 NM0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NM0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0399 ***********************************************************************
 NL0399  DESIGNATION -  Q 153
 NL0399  PID         -  NL0399
 NL0399  STATE/COUNTY-  IA/MONONA
 NL0399  USGS QUAD   -  SMITHLAND (1969)
 NL0399
 NL0399                         *CURRENT SURVEY CONTROL
 NL0399  ___________________________________________________________________
 NL0399* NAD 83(1986)-  42 11 45.     (N)    095 58 03.     (W)     SCALED    
 NL0399* NAVD 88     -       341.733  (meters)    1121.17   (feet)  ADJUSTED  
 NL0399  ___________________________________________________________________
 NL0399  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 NL0399  DYNAMIC HT  -         341.611 (meters)    1120.77  (feet)  COMP
 NL0399  MODELED GRAV-     980,258.0   (mgal)                       NAVD 88
 NL0399
 NL0399  VERT ORDER  -  SECOND    CLASS 0
 NL0399
 NL0399.The horizontal coordinates were scaled from a topographic map and have
 NL0399.an estimated accuracy of +/- 6 seconds.
 NL0399
 NL0399.The orthometric height was determined by differential leveling
 NL0399.and adjusted by the National Geodetic Survey in June 1991..
 NL0399
 NL0399.The geoid height was determined by GEOID03.
 NL0399
 NL0399.The dynamic height is computed by dividing the NAVD 88
 NL0399.geopotential number by the normal gravity value computed on the
 NL0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0399.degrees latitude (g = 980.6199 gals.).
 NL0399
 NL0399.The modeled gravity was interpolated from observed gravity values.
 NL0399
 NL0399;                    North         East    Units  Estimated Accuracy
 NL0399;SPC IA N     - 1,080,270.    1,296,230.      MT  (+/- 180 meters Scaled)
 NL0399
 NL0399                          SUPERSEDED SURVEY CONTROL
 NL0399
 NL0399  NGVD 29 (??/??/92)  341.586  (m)         1120.69   (f) ADJ UNCH    2 0
 NL0399
 NL0399.Superseded values are not recommended for survey control.
 NL0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0399.See file dsdata.txt to determine how the superseded data were derived.
 NL0399
 NL0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG549757(NAD 83)
 NL0399_MARKER: DB = BENCH MARK DISK
 NL0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0399_STAMPING: Q 153 1949
 NL0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0399+STABILITY: SURFACE MOTION
 NL0399
 NL0399  HISTORY     - Date     Condition        Report By
 NL0399  HISTORY     - 1949     MONUMENTED       CGS
 NL0399
 NL0399                          STATION DESCRIPTION
 NL0399
 NL0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0399'1 MI SW FROM RODNEY.
 NL0399'0.95 MILE SOUTHWEST ALONG COUNTY ROAD A FROM THE ELEMENTARY
 NL0399'SCHOOL AT RODNEY, AT A VACANT FARMHOUSE, 103 FEET NORTHWEST OF THE
 NL0399'CENTER LINE OF THE ROAD, 114.0 FEET NORTHEAST OF THE EAST CORNER
 NL0399'OF THE BARN, 90.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NL0399'HOUSE, 73.0 FEET NORTH OF THE CENTER OF A FRAME GATE, 9.0 FEET
 NL0399'WEST OF A 12-INCH CEDAR TREE, 7.0 FEET EAST OF A 10-INCH TWIN
 NL0399'TRUNK CEDAR TREE, 2.0 FEET EAST OF A REFERENCE POST, AND SET IN
 NL0399'THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 NL0399'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0032 ***********************************************************************
 NM0032  DESIGNATION -  Q 154
 NM0032  PID         -  NM0032
 NM0032  STATE/COUNTY-  IA/SIOUX
 NM0032  USGS QUAD   -  HAWARDEN SOUTH (1969)
 NM0032
 NM0032                         *CURRENT SURVEY CONTROL
 NM0032  ___________________________________________________________________
 NM0032* NAD 83(1986)-  42 59 37.     (N)    096 29 05.     (W)     SCALED    
 NM0032* NAVD 88     -       360.637  (meters)    1183.19   (feet)  ADJUSTED  
 NM0032  ___________________________________________________________________
 NM0032  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 NM0032  DYNAMIC HT  -         360.541 (meters)    1182.87  (feet)  COMP
 NM0032  MODELED GRAV-     980,342.9   (mgal)                       NAVD 88
 NM0032
 NM0032  VERT ORDER  -  FIRST     CLASS II
 NM0032
 NM0032.The horizontal coordinates were scaled from a topographic map and have
 NM0032.an estimated accuracy of +/- 6 seconds.
 NM0032
 NM0032.The orthometric height was determined by differential leveling
 NM0032.and adjusted by the National Geodetic Survey in June 1991..
 NM0032
 NM0032.The geoid height was determined by GEOID03.
 NM0032
 NM0032.The dynamic height is computed by dividing the NAVD 88
 NM0032.geopotential number by the normal gravity value computed on the
 NM0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0032.degrees latitude (g = 980.6199 gals.).
 NM0032
 NM0032.The modeled gravity was interpolated from observed gravity values.
 NM0032
 NM0032;                    North         East    Units  Estimated Accuracy
 NM0032;SPC IA N     - 1,170,200.    1,256,660.      MT  (+/- 180 meters Scaled)
 NM0032
 NM0032                          SUPERSEDED SURVEY CONTROL
 NM0032
 NM0032  NGVD 29 (??/??/92)  360.43   (m)         1182.5    (f) COMPUTED    1 2
 NM0032
 NM0032.Superseded values are not recommended for survey control.
 NM0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0032.See file dsdata.txt to determine how the superseded data were derived.
 NM0032
 NM0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN050631(NAD 83)
 NM0032_MARKER: DB = BENCH MARK DISK
 NM0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0032_SP_SET: BUILDING
 NM0032_STAMPING: Q 154 1949
 NM0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0032
 NM0032  HISTORY     - Date     Condition        Report By
 NM0032  HISTORY     - 1949     MONUMENTED       CGS
 NM0032
 NM0032                          STATION DESCRIPTION
 NM0032
 NM0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0032'AT HAWARDEN.
 NM0032'AT HAWARDEN, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 8TH
 NM0032'AND CENTRAL STREETS, 3.8 FEET WEST OF THE NORTHEAST CORNER OF THE
 NM0032'BRICK PORTION OF THE CITY HALL, 2.0 FEET EAST OF THE EAST EDGE
 NM0032'OF THE MOST EASTERLY WINDOW IN A ROW OF WINDOWS ON THE NORTH SIDE
 NM0032'OF THE CITY HALL, 3.0 FEET ABOVE THE SIDEWALK, AND SET VERTICALLY
 NM0032'IN THE NORTH FACE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0433 ***********************************************************************
 MH0433  DESIGNATION -  Q 155
 MH0433  PID         -  MH0433
 MH0433  STATE/COUNTY-  IA/POLK
 MH0433  USGS QUAD   -  COMMERCE (1976)
 MH0433
 MH0433                         *CURRENT SURVEY CONTROL
 MH0433  ___________________________________________________________________
 MH0433* NAD 83(1986)-  41 32 13.     (N)    093 45 35.     (W)     SCALED    
 MH0433* NAVD 88     -       255.751  (meters)     839.08   (feet)  ADJUSTED  
 MH0433  ___________________________________________________________________
 MH0433  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 MH0433  DYNAMIC HT  -         255.640 (meters)     838.71  (feet)  COMP
 MH0433  MODELED GRAV-     980,184.8   (mgal)                       NAVD 88
 MH0433
 MH0433  VERT ORDER  -  FIRST     CLASS II
 MH0433
 MH0433.The horizontal coordinates were scaled from a topographic map and have
 MH0433.an estimated accuracy of +/- 6 seconds.
 MH0433
 MH0433.The orthometric height was determined by differential leveling
 MH0433.and adjusted by the National Geodetic Survey in June 1991..
 MH0433
 MH0433.The geoid height was determined by GEOID03.
 MH0433
 MH0433.The dynamic height is computed by dividing the NAVD 88
 MH0433.geopotential number by the normal gravity value computed on the
 MH0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0433.degrees latitude (g = 980.6199 gals.).
 MH0433
 MH0433.The modeled gravity was interpolated from observed gravity values.
 MH0433
 MH0433;                    North         East    Units  Estimated Accuracy
 MH0433;SPC IA S     -   170,710.      478,330.      MT  (+/- 180 meters Scaled)
 MH0433
 MH0433                          SUPERSEDED SURVEY CONTROL
 MH0433
 MH0433  NGVD 29 (??/??/92)  255.699  (m)          838.91   (f) ADJ UNCH    1 2
 MH0433
 MH0433.Superseded values are not recommended for survey control.
 MH0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0433.See file dsdata.txt to determine how the superseded data were derived.
 MH0433
 MH0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF366986(NAD 83)
 MH0433_MARKER: DB = BENCH MARK DISK
 MH0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0433_STAMPING: Q 155 1950
 MH0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0433+STABILITY: SURFACE MOTION
 MH0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0433+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 MH0433
 MH0433  HISTORY     - Date     Condition        Report By
 MH0433  HISTORY     - 1950     MONUMENTED       CGS
 MH0433  HISTORY     - 20021031 GOOD             JCLS
 MH0433  HISTORY     - 20031105 GOOD             JCLS
 MH0433  HISTORY     - 20060918 GOOD             INDIV
 MH0433
 MH0433                          STATION DESCRIPTION
 MH0433
 MH0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0433'AT COMMERCE.
 MH0433'AT COMMERCE, 0.1 MILE EAST OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0433'RAILROAD STATION SIGN, 125 FEET NORTHWEST OF THE NORTH END OF
 MH0433'A STEEL BRIDGE OVER THE RACCOON RIVER, 38.5 FEET NORTH OF THE
 MH0433'NORTH RAIL, 72 FEET WEST OF THE CENTER LINE OF A ROAD LEADING
 MH0433'SOUTH OVER THE RIVER, 25 FEET SOUTH OF THE CENTER LINE OF A STATE
 MH0433'FARM ROAD, 2.7 FEET SOUTHWEST OF POLE 366.26, 2.2 FEET EAST OF
 MH0433'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MH0433'0.2 FOOT ABOVE THE GROUND.
 MH0433
 MH0433                          STATION RECOVERY (2002)
 MH0433
 MH0433'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 MH0433'RECOVERED IN GOOD CONDITION.
 MH0433
 MH0433                          STATION RECOVERY (2003)
 MH0433
 MH0433'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 MH0433'RECOVERED IN GOOD CONDITION.
 MH0433
 MH0433                          STATION RECOVERY (2006)
 MH0433
 MH0433'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BLY)
 MH0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0893 ***********************************************************************
 LF0893  DESIGNATION -  Q 157
 LF0893  PID         -  LF0893
 LF0893  STATE/COUNTY-  IA/FREMONT
 LF0893  USGS QUAD   -  SIDNEY (1981)
 LF0893
 LF0893                         *CURRENT SURVEY CONTROL
 LF0893  ___________________________________________________________________
 LF0893* NAD 83(1986)-  40 38 03.     (N)    095 38 57.     (W)     SCALED    
 LF0893* NAVD 88     -       336.257  (meters)    1103.20   (feet)  ADJUSTED  
 LF0893  ___________________________________________________________________
 LF0893  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LF0893  DYNAMIC HT  -         336.080 (meters)    1102.62  (feet)  COMP
 LF0893  MODELED GRAV-     980,088.4   (mgal)                       NAVD 88
 LF0893
 LF0893  VERT ORDER  -  SECOND    CLASS 0
 LF0893
 LF0893.The horizontal coordinates were scaled from a topographic map and have
 LF0893.an estimated accuracy of +/- 6 seconds.
 LF0893
 LF0893.The orthometric height was determined by differential leveling
 LF0893.and adjusted by the National Geodetic Survey in June 1991..
 LF0893
 LF0893.The geoid height was determined by GEOID03.
 LF0893
 LF0893.The dynamic height is computed by dividing the NAVD 88
 LF0893.geopotential number by the normal gravity value computed on the
 LF0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0893.degrees latitude (g = 980.6199 gals.).
 LF0893
 LF0893.The modeled gravity was interpolated from observed gravity values.
 LF0893
 LF0893;                    North         East    Units  Estimated Accuracy
 LF0893;SPC IA S     -    72,670.      318,200.      MT  (+/- 180 meters Scaled)
 LF0893
 LF0893                          SUPERSEDED SURVEY CONTROL
 LF0893
 LF0893  NGVD 29 (??/??/92)  336.158  (m)         1102.88   (f) ADJ UNCH    2 0
 LF0893
 LF0893.Superseded values are not recommended for survey control.
 LF0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0893.See file dsdata.txt to determine how the superseded data were derived.
 LF0893
 LF0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF759015(NAD 83)
 LF0893_MARKER: DB = BENCH MARK DISK
 LF0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0893_STAMPING: Q 157 1949
 LF0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0893+STABILITY: SURFACE MOTION
 LF0893
 LF0893  HISTORY     - Date     Condition        Report By
 LF0893  HISTORY     - 1949     MONUMENTED       CGS
 LF0893
 LF0893                          STATION DESCRIPTION
 LF0893
 LF0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0893'2 MI N FROM HAMBURG.
 LF0893'2.0 MILES NORTH ALONG U.S. HIGHWAY 275 FROM THE CITY PART AT
 LF0893'HAMBURG, ON THE CREST OF A HILL AND ON A HIGH BANK, 20 FEET
 LF0893'EAST OF THE CENTER LINE OF THE HIGHWAY, 90 YARDS NORTH OF THE
 LF0893'C.D. WRIGHT ORCHARD AND NURSERY, BETWEEN TWO BRACED TELEPHONE
 LF0893'POLES, 2.0 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 LF0893'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0380 ***********************************************************************
 NM0380  DESIGNATION -  Q 159
 NM0380  PID         -  NM0380
 NM0380  STATE/COUNTY-  IA/MONONA
 NM0380  USGS QUAD   -  ONAWA (1969)
 NM0380
 NM0380                         *CURRENT SURVEY CONTROL
 NM0380  ___________________________________________________________________
 NM0380* NAD 83(1986)-  42 02 14.     (N)    096 00 41.     (W)     SCALED    
 NM0380* NAVD 88     -       319.263  (meters)    1047.45   (feet)  ADJUSTED  
 NM0380  ___________________________________________________________________
 NM0380  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 NM0380  DYNAMIC HT  -         319.145 (meters)    1047.06  (feet)  COMP
 NM0380  MODELED GRAV-     980,242.4   (mgal)                       NAVD 88
 NM0380
 NM0380  VERT ORDER  -  SECOND    CLASS 0
 NM0380
 NM0380.The horizontal coordinates were scaled from a topographic map and have
 NM0380.an estimated accuracy of +/- 6 seconds.
 NM0380
 NM0380.The orthometric height was determined by differential leveling
 NM0380.and adjusted by the National Geodetic Survey in June 1991..
 NM0380
 NM0380.The geoid height was determined by GEOID03.
 NM0380
 NM0380.The dynamic height is computed by dividing the NAVD 88
 NM0380.geopotential number by the normal gravity value computed on the
 NM0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0380.degrees latitude (g = 980.6199 gals.).
 NM0380
 NM0380.The modeled gravity was interpolated from observed gravity values.
 NM0380
 NM0380;                    North         East    Units  Estimated Accuracy
 NM0380;SPC IA N     - 1,062,760.    1,292,080.      MT  (+/- 180 meters Scaled)
 NM0380
 NM0380                          SUPERSEDED SURVEY CONTROL
 NM0380
 NM0380  NGVD 29 (??/??/92)  319.111  (m)         1046.95   (f) ADJ UNCH    2 0
 NM0380
 NM0380.Superseded values are not recommended for survey control.
 NM0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0380.See file dsdata.txt to determine how the superseded data were derived.
 NM0380
 NM0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM473582(NAD 83)
 NM0380_MARKER: DB = BENCH MARK DISK
 NM0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0380_STAMPING: Q 159 1949
 NM0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0380+STABILITY: SURFACE MOTION
 NM0380
 NM0380  HISTORY     - Date     Condition        Report By
 NM0380  HISTORY     - 1949     MONUMENTED       CGS
 NM0380  HISTORY     - 1981     GOOD             LOCENG
 NM0380
 NM0380                          STATION DESCRIPTION
 NM0380
 NM0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0380'3 MI NW FROM TURIN.
 NM0380'2.45 MILES NORTHWEST ALONG IOWA STATE HIGHWAY 37 AND 175 FROM
 NM0380'THE POST OFFICE AT TURIN, THENCE 0.55 MILE NORTH ALONG A WINDING
 NM0380'GRAVELED ROAD, 54 YARDS (PACED) NORTHWEST OF THE NORTHWEST
 NM0380'CORNER OF A BROWN FARMHOUSE, 45 FEET NORTHEAST OF THE CENTER
 NM0380'LINE OF THE GRAVELED ROAD, 4.4 FEET SOUTHWEST OF A FENCE LINE,
 NM0380'4.0 FEET NORTHEAST OF A BRACED TELEPHONE POLE, 1.4 FEET NORTHWEST
 NM0380'OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 NM0380'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0380
 NM0380                          STATION RECOVERY (1981)
 NM0380
 NM0380'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 NM0380'2.45 MILES NORTH WEST ALONG STATE HIGHWAY 175 FROM THE POST OFFICE AT
 NM0380'TURIN, THENCE 0.55 MILES NORTH ALONG A GRAVEL ROAD, 54 YARD (PACED)
 NM0380'NORTH WEST OF THE NORTH WEST CORNER OF A FARM HOUSE, 45 FEET
 NM0380'NORTHEAST OF THE CENTER LINE OF A GRAVEL ROAD, 4.4 FEET SOUTHWEST OF
 NM0380'A FENCE, 1.3 FEET SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP
 NM0380'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0555 ***********************************************************************
 OP0555  DESIGNATION -  Q 16
 OP0555  PID         -  OP0555
 OP0555  STATE/COUNTY-  IA/O BRIEN
 OP0555  USGS QUAD   -  SHELDON (1964)
 OP0555
 OP0555                         *CURRENT SURVEY CONTROL
 OP0555  ___________________________________________________________________
 OP0555* NAD 83(1986)-  43 14 39.     (N)    095 49 19.     (W)     SCALED    
 OP0555* NAVD 88     -       435.406  (meters)    1428.49   (feet)  ADJUSTED  
 OP0555  ___________________________________________________________________
 OP0555  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 OP0555  DYNAMIC HT  -         435.287 (meters)    1428.10  (feet)  COMP
 OP0555  MODELED GRAV-     980,334.8   (mgal)                       NAVD 88
 OP0555
 OP0555  VERT ORDER  -  SECOND    CLASS 0
 OP0555
 OP0555.The horizontal coordinates were scaled from a topographic map and have
 OP0555.an estimated accuracy of +/- 6 seconds.
 OP0555
 OP0555.The orthometric height was determined by differential leveling
 OP0555.and adjusted by the National Geodetic Survey in June 1991..
 OP0555
 OP0555.The geoid height was determined by GEOID03.
 OP0555
 OP0555.The dynamic height is computed by dividing the NAVD 88
 OP0555.geopotential number by the normal gravity value computed on the
 OP0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0555.degrees latitude (g = 980.6199 gals.).
 OP0555
 OP0555.The modeled gravity was interpolated from observed gravity values.
 OP0555
 OP0555;                    North         East    Units  Estimated Accuracy
 OP0555;SPC IA N     - 1,196,330.    1,311,440.      MT  (+/- 180 meters Scaled)
 OP0555
 OP0555                          SUPERSEDED SURVEY CONTROL
 OP0555
 OP0555  NGVD 29 (??/??/92)  435.220  (m)         1427.88   (f) ADJ UNCH    2 0
 OP0555
 OP0555.Superseded values are not recommended for survey control.
 OP0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0555.See file dsdata.txt to determine how the superseded data were derived.
 OP0555
 OP0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH708917(NAD 83)
 OP0555_MARKER: DB = BENCH MARK DISK
 OP0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0555_STAMPING: Q 16 1934
 OP0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0555+STABILITY: SURFACE MOTION
 OP0555
 OP0555  HISTORY     - Date     Condition        Report By
 OP0555  HISTORY     - 1934     MONUMENTED       CGS
 OP0555
 OP0555                          STATION DESCRIPTION
 OP0555
 OP0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0555'IN RITTER.
 OP0555'AT RITTER, OBRIEN COUNTY, 84 YARDS NORTH OF THE NORTH END OF THE
 OP0555'CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION, 50 YARDS
 OP0555'NORTH OF A ROAD CROSSING, 45.8 FEET EAST OF THE EAST RAIL OF THE MAIN
 OP0555'TRACK, 70.8 FEET EAST OF THE EAST RAIL OF THE EAST SIDETRACK, AND 1.4
 OP0555'FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 16
 OP0555'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0327 ***********************************************************************
 NM0327  DESIGNATION -  Q 160
 NM0327  PID         -  NM0327
 NM0327  STATE/COUNTY-  IA/MONONA
 NM0327  USGS QUAD   -  ONAWA (1969)
 NM0327
 NM0327                         *CURRENT SURVEY CONTROL
 NM0327  ___________________________________________________________________
 NM0327* NAD 83(1986)-  42 01 38.     (N)    096 04 41.     (W)     SCALED    
 NM0327* NAVD 88     -       319.044  (meters)    1046.73   (feet)  ADJUSTED  
 NM0327  ___________________________________________________________________
 NM0327  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 NM0327  DYNAMIC HT  -         318.928 (meters)    1046.35  (feet)  COMP
 NM0327  MODELED GRAV-     980,248.9   (mgal)                       NAVD 88
 NM0327
 NM0327  VERT ORDER  -  SECOND    CLASS 0
 NM0327
 NM0327.The horizontal coordinates were scaled from a topographic map and have
 NM0327.an estimated accuracy of +/- 6 seconds.
 NM0327
 NM0327.The orthometric height was determined by differential leveling
 NM0327.and adjusted by the National Geodetic Survey in June 1991..
 NM0327
 NM0327.The geoid height was determined by GEOID03.
 NM0327
 NM0327.The dynamic height is computed by dividing the NAVD 88
 NM0327.geopotential number by the normal gravity value computed on the
 NM0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0327.degrees latitude (g = 980.6199 gals.).
 NM0327
 NM0327.The modeled gravity was interpolated from observed gravity values.
 NM0327
 NM0327;                    North         East    Units  Estimated Accuracy
 NM0327;SPC IA N     - 1,061,820.    1,286,530.      MT  (+/- 180 meters Scaled)
 NM0327
 NM0327                          SUPERSEDED SURVEY CONTROL
 NM0327
 NM0327  NGVD 29 (??/??/92)  318.877  (m)         1046.18   (f) ADJ UNCH    2 0
 NM0327
 NM0327.Superseded values are not recommended for survey control.
 NM0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0327.See file dsdata.txt to determine how the superseded data were derived.
 NM0327
 NM0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM418569(NAD 83)
 NM0327_MARKER: DB = BENCH MARK DISK
 NM0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0327_STAMPING: Q 160 1949
 NM0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0327+STABILITY: SURFACE MOTION
 NM0327
 NM0327  HISTORY     - Date     Condition        Report By
 NM0327  HISTORY     - 1949     MONUMENTED       CGS
 NM0327
 NM0327                          STATION DESCRIPTION
 NM0327
 NM0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0327'1 MI E FROM ONAWA.
 NM0327'1.0 MILE EAST ALONG IOWA STATE HIGHWAY 37 AND 175 FROM THE
 NM0327'POST OFFICE AT ONAWA, AT THE JUNCTION OF A GRAVELED ROAD LEADING
 NM0327'NORTH, 114 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 74
 NM0327'FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD LEADING
 NM0327'NORTH, 51 FEET SOUTHEAST OF A DOUBLE BRACED TELEPHONE POLE,
 NM0327'1.3 FEET SOUTH OF A WOVENWIRE FENCE, 1.7 FEET EAST OF A REFERENCE
 NM0327'POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING
 NM0327'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0266 ***********************************************************************
 LF0266  DESIGNATION -  Q 161
 LF0266  PID         -  LF0266
 LF0266  STATE/COUNTY-  IA/PAGE
 LF0266  USGS QUAD   -  SHENANDOAH EAST (1978)
 LF0266
 LF0266                         *CURRENT SURVEY CONTROL
 LF0266  ___________________________________________________________________
 LF0266* NAD 83(1986)-  40 47 21.     (N)    095 21 08.     (W)     SCALED    
 LF0266* NAVD 88     -       296.707  (meters)     973.45   (feet)  ADJUSTED  
 LF0266  ___________________________________________________________________
 LF0266  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LF0266  DYNAMIC HT  -         296.548 (meters)     972.92  (feet)  COMP
 LF0266  MODELED GRAV-     980,082.4   (mgal)                       NAVD 88
 LF0266
 LF0266  VERT ORDER  -  SECOND    CLASS 0
 LF0266
 LF0266.The horizontal coordinates were scaled from a topographic map and have
 LF0266.an estimated accuracy of +/- 6 seconds.
 LF0266
 LF0266.The orthometric height was determined by differential leveling
 LF0266.and adjusted by the National Geodetic Survey in June 1991..
 LF0266
 LF0266.The geoid height was determined by GEOID03.
 LF0266
 LF0266.The dynamic height is computed by dividing the NAVD 88
 LF0266.geopotential number by the normal gravity value computed on the
 LF0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0266.degrees latitude (g = 980.6199 gals.).
 LF0266
 LF0266.The modeled gravity was interpolated from observed gravity values.
 LF0266
 LF0266;                    North         East    Units  Estimated Accuracy
 LF0266;SPC IA S     -    89,300.      343,680.      MT  (+/- 180 meters Scaled)
 LF0266
 LF0266                          SUPERSEDED SURVEY CONTROL
 LF0266
 LF0266  NGVD 29 (??/??/92)  296.598  (m)          973.09   (f) ADJ UNCH    2 0
 LF0266
 LF0266.Superseded values are not recommended for survey control.
 LF0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0266.See file dsdata.txt to determine how the superseded data were derived.
 LF0266
 LF0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF015180(NAD 83)
 LF0266_MARKER: DB = BENCH MARK DISK
 LF0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0266_STAMPING: Q 161 1949
 LF0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0266+STABILITY: SURFACE MOTION
 LF0266
 LF0266  HISTORY     - Date     Condition        Report By
 LF0266  HISTORY     - 1949     MONUMENTED       CGS
 LF0266  HISTORY     - 1973     GOOD             NGS
 LF0266
 LF0266                          STATION DESCRIPTION
 LF0266
 LF0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0266'1.4 MI NE FROM SHENANDOAH.
 LF0266'1.4 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0266'RAILWAY FROM THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY
 LF0266'RAILWAY AND THE WABASH RAIL 93 YARDS (PACED) WEST OF THE SOUTHWEST
 LF0266'CORNER OF A LARGE WHITE HOUSE WHICH SETS ON A SMALL KNOLL, 235
 LF0266'FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD CROSSING, 70 FEET
 LF0266'NORTHWEST OF THE CENTER LINE OF IOWA STATE HIGHWAY 48, 17 FEET
 LF0266'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 1.4 FEET SOUTH
 LF0266'OF A TELEPHONE POLE, AND IN LINE WITH A ROW OF TELEPHONE POLES,
 LF0266'1.4 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF
 LF0266'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  THIS
 LF0266'BENCH MARK IS 0.6 MILE SOUTHWEST OF BENCH MARK G 98 1935.
 LF0266
 LF0266                          STATION RECOVERY (1973)
 LF0266
 LF0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LF0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0177 ***********************************************************************
 MJ0177  DESIGNATION -  Q 163
 MJ0177  PID         -  MJ0177
 MJ0177  STATE/COUNTY-  IA/ADAIR
 MJ0177  USGS QUAD   -  ADAIR SOUTH (1971)
 MJ0177
 MJ0177                         *CURRENT SURVEY CONTROL
 MJ0177  ___________________________________________________________________
 MJ0177* NAD 83(1986)-  41 28 18.     (N)    094 41 38.     (W)     SCALED    
 MJ0177* NAVD 88     -       395.217  (meters)    1296.64   (feet)  ADJUSTED  
 MJ0177  ___________________________________________________________________
 MJ0177  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 MJ0177  DYNAMIC HT  -         395.071 (meters)    1296.16  (feet)  COMP
 MJ0177  MODELED GRAV-     980,239.9   (mgal)                       NAVD 88
 MJ0177
 MJ0177  VERT ORDER  -  FIRST     CLASS II
 MJ0177
 MJ0177.The horizontal coordinates were scaled from a topographic map and have
 MJ0177.an estimated accuracy of +/- 6 seconds.
 MJ0177
 MJ0177.The orthometric height was determined by differential leveling
 MJ0177.and adjusted by the National Geodetic Survey in June 1991..
 MJ0177
 MJ0177.The geoid height was determined by GEOID03.
 MJ0177
 MJ0177.The dynamic height is computed by dividing the NAVD 88
 MJ0177.geopotential number by the normal gravity value computed on the
 MJ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0177.degrees latitude (g = 980.6199 gals.).
 MJ0177
 MJ0177.The modeled gravity was interpolated from observed gravity values.
 MJ0177
 MJ0177;                    North         East    Units  Estimated Accuracy
 MJ0177;SPC IA S     -   164,110.      400,280.      MT  (+/- 180 meters Scaled)
 MJ0177
 MJ0177                          SUPERSEDED SURVEY CONTROL
 MJ0177
 MJ0177  NGVD 29 (??/??/92)  395.167  (m)         1296.48   (f) ADJ UNCH    1 2
 MJ0177
 MJ0177.Superseded values are not recommended for survey control.
 MJ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0177.See file dsdata.txt to determine how the superseded data were derived.
 MJ0177
 MJ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF585925(NAD 83)
 MJ0177_MARKER: DB = BENCH MARK DISK
 MJ0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0177_SP_SET: CULVERT
 MJ0177_STAMPING: Q 163 1950
 MJ0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0177
 MJ0177  HISTORY     - Date     Condition        Report By
 MJ0177  HISTORY     - 1950     MONUMENTED       CGS
 MJ0177
 MJ0177                          STATION DESCRIPTION
 MJ0177
 MJ0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0177'3.7 MI SW FROM ADAIR.
 MJ0177'3.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE WATER TOWER AT
 MJ0177'ADAIR, BETWEEN THE RAILROAD AND THE HIGHWAY, 74.5 FEET SOUTH OF
 MJ0177'HIGHWAY STATION 868, 65 FEET SOUTHEAST OF THE CENTER LINE OF
 MJ0177'THE HIGHWAY, 15.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 5 FEET
 MJ0177'BELOW THE LEVEL OF THE RAILROAD, SET IN THE TOP OF THE SOUTHWEST
 MJ0177'END OF THE NORTHWEST HEADWALL OF A RAILROAD CULVERT.  THIS MARK
 MJ0177'IS 1.0 MILE NORTHEAST OF BENCH MARK F 163.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0537 ***********************************************************************
 OP0537  DESIGNATION -  Q 17
 OP0537  PID         -  OP0537
 OP0537  STATE/COUNTY-  IA/O BRIEN
 OP0537  USGS QUAD   -  SANBORN (1964)
 OP0537
 OP0537                         *CURRENT SURVEY CONTROL
 OP0537  ___________________________________________________________________
 OP0537* NAD 83(1986)-  43 10 48.     (N)    095 38 08.     (W)     SCALED    
 OP0537* NAVD 88     -       473.919  (meters)    1554.85   (feet)  ADJUSTED  
 OP0537  ___________________________________________________________________
 OP0537  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 OP0537  DYNAMIC HT  -         473.773 (meters)    1554.37  (feet)  COMP
 OP0537  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 OP0537
 OP0537  VERT ORDER  -  SECOND    CLASS 0
 OP0537
 OP0537.The horizontal coordinates were scaled from a topographic map and have
 OP0537.an estimated accuracy of +/- 6 seconds.
 OP0537
 OP0537.The orthometric height was determined by differential leveling
 OP0537.and adjusted by the National Geodetic Survey in June 1991..
 OP0537
 OP0537.The geoid height was determined by GEOID03.
 OP0537
 OP0537.The dynamic height is computed by dividing the NAVD 88
 OP0537.geopotential number by the normal gravity value computed on the
 OP0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0537.degrees latitude (g = 980.6199 gals.).
 OP0537
 OP0537.The modeled gravity was interpolated from observed gravity values.
 OP0537
 OP0537;                    North         East    Units  Estimated Accuracy
 OP0537;SPC IA N     - 1,188,810.    1,326,400.      MT  (+/- 180 meters Scaled)
 OP0537
 OP0537                          SUPERSEDED SURVEY CONTROL
 OP0537
 OP0537  NGVD 29 (??/??/92)  473.726  (m)         1554.22   (f) ADJ UNCH    2 0
 OP0537
 OP0537.Superseded values are not recommended for survey control.
 OP0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0537.See file dsdata.txt to determine how the superseded data were derived.
 OP0537
 OP0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH858841(NAD 83)
 OP0537_MARKER: DB = BENCH MARK DISK
 OP0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0537_STAMPING: Q 17 1934
 OP0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0537+STABILITY: SURFACE MOTION
 OP0537
 OP0537  HISTORY     - Date     Condition        Report By
 OP0537  HISTORY     - 1934     MONUMENTED       CGS
 OP0537  HISTORY     - 1964     MARK NOT FOUND   USGS
 OP0537
 OP0537                          STATION DESCRIPTION
 OP0537
 OP0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0537'1.0 MI E FROM SANBORN.
 OP0537'1.0 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0537'RAILROAD FROM SANBORN, OBRIEN COUNTY, BACK OF MILEPOST 242 AND A
 OP0537'SECTION POST, 45.0 FEET SOUTH OF THE SOUTH RAIL, AND 1.5 FEET NORTH OF
 OP0537'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 17 1934 AND SET IN
 OP0537'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OP0537
 OP0537                          STATION RECOVERY (1964)
 OP0537
 OP0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OP0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0119 ***********************************************************************
 NJ0119  DESIGNATION -  Q 175
 NJ0119  PID         -  NJ0119
 NJ0119  STATE/COUNTY-  IA/JACKSON
 NJ0119  USGS QUAD   -  SPRINGBROOK (1980)
 NJ0119
 NJ0119                         *CURRENT SURVEY CONTROL
 NJ0119  ___________________________________________________________________
 NJ0119* NAD 83(1996)-  42 11 48.34119(N)    090 22 40.68486(W)     ADJUSTED  
 NJ0119* NAVD 88     -       183.435  (meters)     601.82   (feet)  ADJUSTED  
 NJ0119  ___________________________________________________________________
 NJ0119  X           -     -31,218.792 (meters)                     COMP
 NJ0119  Y           -  -4,732,355.595 (meters)                     COMP
 NJ0119  Z           -   4,261,921.466 (meters)                     COMP
 NJ0119  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 NJ0119  ELLIP HEIGHT-         150.53  (meters)          (12/06/04) GPS OBS
 NJ0119  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 NJ0119  DYNAMIC HT  -         183.374 (meters)     601.62  (feet)  COMP
 NJ0119  MODELED GRAV-     980,290.5   (mgal)                       NAVD 88
 NJ0119
 NJ0119  HORZ ORDER  -  FIRST
 NJ0119  VERT ORDER  -  FIRST     CLASS I
 NJ0119  ELLP ORDER  -  FOURTH    CLASS I
 NJ0119
 NJ0119.The horizontal coordinates were established by GPS observations
 NJ0119.and adjusted by the National Geodetic Survey in September 1998..
 NJ0119
 NJ0119.The orthometric height was determined by differential leveling
 NJ0119.and adjusted by the National Geodetic Survey in June 1991..
 NJ0119
 NJ0119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0119
 NJ0119.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0119
 NJ0119.The ellipsoidal height was determined by GPS observations
 NJ0119.and is referenced to NAD 83.
 NJ0119
 NJ0119.The geoid height was determined by GEOID03.
 NJ0119
 NJ0119.The dynamic height is computed by dividing the NAVD 88
 NJ0119.geopotential number by the normal gravity value computed on the
 NJ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0119.degrees latitude (g = 980.6199 gals.).
 NJ0119
 NJ0119.The modeled gravity was interpolated from observed gravity values.
 NJ0119
 NJ0119;                    North         East     Units Scale Factor Converg.
 NJ0119;SPC IA N     - 1,082,154.460 1,757,800.306   MT  0.99997893   +2 06 57.4
 NJ0119;UTM  15      - 4,674,951.235   716,487.716   MT  1.00017670   +1 45 42.6
 NJ0119
 NJ0119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0119!SPC IA N     -   0.99997639  x   0.99997893  =   0.99995532
 NJ0119!UTM  15      -   0.99997639  x   1.00017670  =   1.00015309
 NJ0119
 NJ0119                          SUPERSEDED SURVEY CONTROL
 NJ0119
 NJ0119  ELLIP H (09/15/98)  150.59   (m)                       GP(       ) 3 1
 NJ0119  NAVD 88 (09/15/98)  183.44   (m)          601.8    (f) LEVELING    3  
 NJ0119  NGVD 29 (??/??/92)  183.471  (m)          601.94   (f) ADJ UNCH    1 1
 NJ0119
 NJ0119.Superseded values are not recommended for survey control.
 NJ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0119.See file dsdata.txt to determine how the superseded data were derived.
 NJ0119
 NJ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG1648874951(NAD 83)
 NJ0119_MARKER: DB = BENCH MARK DISK
 NJ0119_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0119_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0119_STAMPING: Q 175 1970
 NJ0119_PROJECTION: FLUSH
 NJ0119_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NJ0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0119+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1996
 NJ0119
 NJ0119  HISTORY     - Date     Condition        Report By
 NJ0119  HISTORY     - 1970     MONUMENTED       NGS
 NJ0119  HISTORY     - 1988     GOOD             USPSQD
 NJ0119  HISTORY     - 19940826 GOOD             USPSQD
 NJ0119  HISTORY     - 19960815 GOOD             SECI
 NJ0119  HISTORY     - 20010331 GOOD             NGS
 NJ0119
 NJ0119                          STATION DESCRIPTION
 NJ0119
 NJ0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0119'5.1 MI SE FROM BELLEVUE.
 NJ0119'ABOUT 5.1 MILES SOUTHEAST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0119'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, 104 FEET
 NJ0119'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 76 FEET NORTHWEST
 NJ0119'OF THE CENTER LINE OF A PRIVATE DRIVEWAY WHICH LEADS TO THE ARDO
 NJ0119'KEIL FARM HOUSE, 14.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 NJ0119'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 3 FEET
 NJ0119'NORTHEAST OF A TELEPHONE POLE, 1.6 FEET SOUTHEAST OF A METAL
 NJ0119'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, ABOUT
 NJ0119'2 FEET BELOW THE LEVEL OF THE TRACK, AND BRAZED ON THE TOP OF A
 NJ0119'3-INCH IRON PIPE PROJECTING 4 INCHES.  SECTION 4, T85N, R5E.
 NJ0119
 NJ0119                          STATION RECOVERY (1988)
 NJ0119
 NJ0119'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0119'RECOVERED IN GOOD CONDITION.
 NJ0119
 NJ0119                          STATION RECOVERY (1994)
 NJ0119
 NJ0119'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0119'RECOVERED IN GOOD CONDITION.
 NJ0119
 NJ0119                          STATION RECOVERY (1996)
 NJ0119
 NJ0119'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NJ0119'RECOVERED AS DESCRIBED EXCEPT THAT THE POWER POLE IS NO LONGER THERE.
 NJ0119'THE STATION IS LOCATED 164 FT (50.0 M) SOUTH OF THE CENTERLINE OF
 NJ0119'435TH AVE, 131.8 FT (40.2 M) NORTHEAST OF A SOUTH 52 GREAT RIVER ROAD
 NJ0119'IOWA SIGN, AND 84.6 FT (25.8 M) SOUTHEAST OF A POWER POLE WITH A GUY
 NJ0119'WIRE AND AN AMERITECH RISER.  NOTE--ROAD, RAILROAD, AND WITNESS POST
 NJ0119'TIES WERE RECOVERED IN GOOD CONDITION.
 NJ0119
 NJ0119                          STATION RECOVERY (2001)
 NJ0119
 NJ0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0119'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0275 ***********************************************************************
 NJ0275  DESIGNATION -  Q 176
 NJ0275  PID         -  NJ0275
 NJ0275  STATE/COUNTY-  IA/DUBUQUE
 NJ0275  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0275
 NJ0275                         *CURRENT SURVEY CONTROL
 NJ0275  ___________________________________________________________________
 NJ0275* NAD 83(1986)-  42 26 17.     (N)    090 38 20.     (W)     SCALED    
 NJ0275* NAVD 88     -       254.583  (meters)     835.24   (feet)  ADJUSTED  
 NJ0275  ___________________________________________________________________
 NJ0275  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 NJ0275  DYNAMIC HT  -         254.504 (meters)     834.99  (feet)  COMP
 NJ0275  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 NJ0275
 NJ0275  VERT ORDER  -  FIRST     CLASS I
 NJ0275
 NJ0275.The horizontal coordinates were scaled from a topographic map and have
 NJ0275.an estimated accuracy of +/- 6 seconds.
 NJ0275
 NJ0275.The orthometric height was determined by differential leveling
 NJ0275.and adjusted by the National Geodetic Survey in June 1991..
 NJ0275
 NJ0275.The geoid height was determined by GEOID03.
 NJ0275
 NJ0275.The dynamic height is computed by dividing the NAVD 88
 NJ0275.geopotential number by the normal gravity value computed on the
 NJ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0275.degrees latitude (g = 980.6199 gals.).
 NJ0275
 NJ0275.The modeled gravity was interpolated from observed gravity values.
 NJ0275
 NJ0275;                    North         East    Units  Estimated Accuracy
 NJ0275;SPC IA N     - 1,108,180.    1,735,360.      MT  (+/- 180 meters Scaled)
 NJ0275
 NJ0275                          SUPERSEDED SURVEY CONTROL
 NJ0275
 NJ0275  NGVD 29 (??/??/92)  254.630  (m)          835.40   (f) ADJ UNCH    1 1
 NJ0275
 NJ0275.Superseded values are not recommended for survey control.
 NJ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0275.See file dsdata.txt to determine how the superseded data were derived.
 NJ0275
 NJ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH942011(NAD 83)
 NJ0275_MARKER: DB = BENCH MARK DISK
 NJ0275_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0275_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0275_STAMPING: Q 176 1970
 NJ0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0275
 NJ0275  HISTORY     - Date     Condition        Report By
 NJ0275  HISTORY     - 1970     MONUMENTED       NGS
 NJ0275  HISTORY     - 20060730 MARK NOT FOUND   GEOCAC
 NJ0275
 NJ0275                          STATION DESCRIPTION
 NJ0275
 NJ0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0275'5.4 MI SE FROM DUBUQUE.
 NJ0275'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0275'AT DUBUQUE, THENCE 2.45 MILES SOUTH ALONG U.S. HIGHWAYS 52,
 NJ0275'61 AND 151, THENCE 2.5 MILES SOUTHEAST ALONG U.S. HIGHWAYS 52
 NJ0275'AND 67, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 68 FEET
 NJ0275'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET NORTHEAST
 NJ0275'OF A FENCE, 2.3 FEET EAST OF TELEPHONE POLE NUMBER 7, 2.4 FEET
 NJ0275'SOUTHEAST OF A METAL WITNESS POST, ABOUT 4 1/2 FEET BELOW THE
 NJ0275'LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON
 NJ0275'PIPE PROJECTING 3 INCHES.  SECTION 17, R 88N, R 3E.
 NJ0275
 NJ0275                          STATION RECOVERY (2006)
 NJ0275
 NJ0275'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0275'HIGHWAY HAS BEEN REGRADED AND WIDENED.  THE FENCES AND UTILITY POLES
 NJ0275'ARE RELOCATED.  A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF
 NJ0275'A WITNESS POST NOR OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0357 ***********************************************************************
 NJ0357  DESIGNATION -  Q 177
 NJ0357  PID         -  NJ0357
 NJ0357  STATE/COUNTY-  IA/DUBUQUE
 NJ0357  USGS QUAD   -  SHERRILL (1972)
 NJ0357
 NJ0357                         *CURRENT SURVEY CONTROL
 NJ0357  ___________________________________________________________________
 NJ0357* NAD 83(1986)-  42 33 46.     (N)    090 47 26.     (W)     SCALED    
 NJ0357* NAVD 88     -       199.694  (meters)     655.16   (feet)  ADJUSTED  
 NJ0357  ___________________________________________________________________
 NJ0357  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 NJ0357  DYNAMIC HT  -         199.634 (meters)     654.97  (feet)  COMP
 NJ0357  MODELED GRAV-     980,318.2   (mgal)                       NAVD 88
 NJ0357
 NJ0357  VERT ORDER  -  FIRST     CLASS I
 NJ0357
 NJ0357.The horizontal coordinates were scaled from a topographic map and have
 NJ0357.an estimated accuracy of +/- 6 seconds.
 NJ0357
 NJ0357.The orthometric height was determined by differential leveling
 NJ0357.and adjusted by the National Geodetic Survey in June 1991..
 NJ0357
 NJ0357.The geoid height was determined by GEOID03.
 NJ0357
 NJ0357.The dynamic height is computed by dividing the NAVD 88
 NJ0357.geopotential number by the normal gravity value computed on the
 NJ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0357.degrees latitude (g = 980.6199 gals.).
 NJ0357
 NJ0357.The modeled gravity was interpolated from observed gravity values.
 NJ0357
 NJ0357;                    North         East    Units  Estimated Accuracy
 NJ0357;SPC IA N     - 1,121,610.    1,722,440.      MT  (+/- 180 meters Scaled)
 NJ0357
 NJ0357                          SUPERSEDED SURVEY CONTROL
 NJ0357
 NJ0357  NGVD 29 (??/??/92)  199.737  (m)          655.30   (f) ADJ UNCH    1 1
 NJ0357
 NJ0357.Superseded values are not recommended for survey control.
 NJ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0357.See file dsdata.txt to determine how the superseded data were derived.
 NJ0357
 NJ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH813146(NAD 83)
 NJ0357_MARKER: DB = BENCH MARK DISK
 NJ0357_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0357_SP_SET: ROCK CLIFF
 NJ0357_STAMPING: Q 177 1970
 NJ0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0357+STABILITY: POSITION/ELEVATION WELL
 NJ0357
 NJ0357  HISTORY     - Date     Condition        Report By
 NJ0357  HISTORY     - 1970     MONUMENTED       NGS
 NJ0357  HISTORY     - 20010331 GOOD             NGS
 NJ0357
 NJ0357                          STATION DESCRIPTION
 NJ0357
 NJ0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0357'4.3 MI W FROM SAGEVILLE.
 NJ0357'ABOUT 4.3 MILES WEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0357'FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE,
 NJ0357'0.8 MILE WEST OF THE TIGGS HOME FURNISHING STORE AT DURANGO,
 NJ0357'78 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY
 NJ0357'AND A GRAVELED ROAD WHICH LEADS SOUTHWEST, ON THE INSIDE OF A
 NJ0357'CURVE IN THE HIGHWAY, 35 FEET NORTHEAST OF THE CENTER LINE OF THE
 NJ0357'HIGHWAY, SET VERTICALLY IN THE SOUTHWEST FACE OF A 15-FOOT HIGH
 NJ0357'ROCK CLIFF, 17 FEET SOUTHEAST OF THE NORTHWEST END OF A ROCK CUT,
 NJ0357'ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 4 1/2
 NJ0357'FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 36, T90N, R1E
 NJ0357
 NJ0357                          STATION RECOVERY (2001)
 NJ0357
 NJ0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0357'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0436 ***********************************************************************
 NJ0436  DESIGNATION -  Q 178
 NJ0436  PID         -  NJ0436
 NJ0436  STATE/COUNTY-  IA/CLAYTON
 NJ0436  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0436
 NJ0436                         *CURRENT SURVEY CONTROL
 NJ0436  ___________________________________________________________________
 NJ0436* NAD 83(1986)-  42 39 35.     (N)    091 04 24.     (W)     SCALED    
 NJ0436* NAVD 88     -       367.852  (meters)    1206.86   (feet)  ADJUSTED  
 NJ0436  ___________________________________________________________________
 NJ0436  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NJ0436  DYNAMIC HT  -         367.747 (meters)    1206.52  (feet)  COMP
 NJ0436  MODELED GRAV-     980,323.5   (mgal)                       NAVD 88
 NJ0436
 NJ0436  VERT ORDER  -  FIRST     CLASS I
 NJ0436
 NJ0436.The horizontal coordinates were scaled from a topographic map and have
 NJ0436.an estimated accuracy of +/- 6 seconds.
 NJ0436
 NJ0436.The orthometric height was determined by differential leveling
 NJ0436.and adjusted by the National Geodetic Survey in June 1991..
 NJ0436
 NJ0436.The geoid height was determined by GEOID03.
 NJ0436
 NJ0436.The dynamic height is computed by dividing the NAVD 88
 NJ0436.geopotential number by the normal gravity value computed on the
 NJ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0436.degrees latitude (g = 980.6199 gals.).
 NJ0436
 NJ0436.The modeled gravity was interpolated from observed gravity values.
 NJ0436
 NJ0436;                    North         East    Units  Estimated Accuracy
 NJ0436;SPC IA N     - 1,131,670.    1,698,920.      MT  (+/- 180 meters Scaled)
 NJ0436
 NJ0436                          SUPERSEDED SURVEY CONTROL
 NJ0436
 NJ0436  NGVD 29 (??/??/92)  367.898  (m)         1207.01   (f) ADJ UNCH    1 1
 NJ0436
 NJ0436.Superseded values are not recommended for survey control.
 NJ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0436.See file dsdata.txt to determine how the superseded data were derived.
 NJ0436
 NJ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH579248(NAD 83)
 NJ0436_MARKER: DB = BENCH MARK DISK
 NJ0436_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0436_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0436_STAMPING: Q 178 1970
 NJ0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0436
 NJ0436  HISTORY     - Date     Condition        Report By
 NJ0436  HISTORY     - 1970     MONUMENTED       NGS
 NJ0436  HISTORY     - 1973     GOOD             NGS
 NJ0436  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 NJ0436
 NJ0436                          STATION DESCRIPTION
 NJ0436
 NJ0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0436'4 MI N FROM LUXEMBURG.
 NJ0436'ABOUT 4.0 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE HOLY
 NJ0436'TRINITY CHURCH AT LUXEMBURG, 0.1 MILE SOUTH OF THE INTERSECTION
 NJ0436'OF THE HIGWAY AND A GRAVELED ROAD, 48 1/2 FEET EAST OF THE
 NJ0436'CENTER LINE OF THE HIGHWAY, 18 FEET SOUTH OF A TELEPHONE POLE,
 NJ0436'0.8 FOOT WEST OF A FENCE, 0.9 FOOT SOUTH OF A METAL WITNESS
 NJ0436'POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND BRAZED
 NJ0436'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 2 INCHES.  SECTION
 NJ0436'34, T 91N, R 2W
 NJ0436
 NJ0436                          STATION RECOVERY (1973)
 NJ0436
 NJ0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NJ0436'RECOVERED IN GOOD CONDITION.
 NJ0436
 NJ0436                          STATION RECOVERY (1998)
 NJ0436
 NJ0436'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0438 ***********************************************************************
 NJ0438  DESIGNATION -  Q 178 RESET
 NJ0438  PID         -  NJ0438
 NJ0438  STATE/COUNTY-  IA/CLAYTON
 NJ0438  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0438
 NJ0438                         *CURRENT SURVEY CONTROL
 NJ0438  ___________________________________________________________________
 NJ0438* NAD 83(1986)-  42 39 35.     (N)    091 04 24.     (W)     SCALED    
 NJ0438* NAVD 88     -       367.77   (meters)    1206.6    (feet)  RESET     
 NJ0438  ___________________________________________________________________
 NJ0438  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NJ0438
 NJ0438  VERT ORDER  -  THIRD
 NJ0438
 NJ0438.The horizontal coordinates were scaled from a topographic map and have
 NJ0438.an estimated accuracy of +/- 6 seconds.
 NJ0438
 NJ0438.The orthometric height was computed from unverified reset data.
 NJ0438
 NJ0438.The geoid height was determined by GEOID03.
 NJ0438
 NJ0438;                    North         East    Units  Estimated Accuracy
 NJ0438;SPC IA N     - 1,131,670.    1,698,920.      MT  (+/- 180 meters Scaled)
 NJ0438
 NJ0438                          SUPERSEDED SURVEY CONTROL
 NJ0438
 NJ0438.No superseded survey control is available for this station.
 NJ0438
 NJ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH579248(NAD 83)
 NJ0438_MARKER: DB = BENCH MARK DISK
 NJ0438_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NJ0438+WITH SETTING: INTO GROUND
 NJ0438_STAMPING: Q 178 RESET 1973
 NJ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0438+STABILITY: SURFACE MOTION
 NJ0438
 NJ0438  HISTORY     - Date     Condition        Report By
 NJ0438  HISTORY     - 1973     MONUMENTED       NGS
 NJ0438
 NJ0438                          STATION DESCRIPTION
 NJ0438
 NJ0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NJ0438'4 MI N FROM LUXEMBURG.
 NJ0438'TO REACH THE BENCH MARK FROM THE HOLY TRINITY CHURCH AT LUXEMBURG,
 NJ0438'GO NORTH ON U.S. HIGHWAY 52 FOR 4.0 MILES TO THE BENCH MARK
 NJ0438'ON THE RIGHT, 0.1 MILE SOUTH OF THE INTERSECTION OF A GRAVELED
 NJ0438'ROAD, 98 FEET EAST OF THE CENTER OF U.S. HIGHWAY 52, 29 FEET
 NJ0438'SOUTH OF HIGHWAY STATIONING 48+ CENTERLINE 99 AND 1 FOOT NORTH
 NJ0438'OF A METAL WITNESS POST.  THE BENCH MARK IS A STANDARD DISK STAMPED
 NJ0438'Q 178 RESET 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 NJ0438'ROD WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED
 NJ0438'IN A PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0392 ***********************************************************************
 NJ0392  DESIGNATION -  Q 179
 NJ0392  PID         -  NJ0392
 NJ0392  STATE/COUNTY-  IA/CLAYTON
 NJ0392  USGS QUAD   -  GUTTENBERG (1978)
 NJ0392
 NJ0392                         *CURRENT SURVEY CONTROL
 NJ0392  ___________________________________________________________________
 NJ0392* NAD 83(1986)-  42 47 35.     (N)    091 06 12.     (W)     SCALED    
 NJ0392* NAVD 88     -       189.058  (meters)     620.27   (feet)  ADJUSTED  
 NJ0392  ___________________________________________________________________
 NJ0392  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 NJ0392  DYNAMIC HT  -         189.007 (meters)     620.10  (feet)  COMP
 NJ0392  MODELED GRAV-     980,346.7   (mgal)                       NAVD 88
 NJ0392
 NJ0392  VERT ORDER  -  FIRST     CLASS I
 NJ0392
 NJ0392.The horizontal coordinates were scaled from a topographic map and have
 NJ0392.an estimated accuracy of +/- 6 seconds.
 NJ0392
 NJ0392.The orthometric height was determined by differential leveling
 NJ0392.and adjusted by the National Geodetic Survey in June 1991..
 NJ0392
 NJ0392.The geoid height was determined by GEOID03.
 NJ0392
 NJ0392.The dynamic height is computed by dividing the NAVD 88
 NJ0392.geopotential number by the normal gravity value computed on the
 NJ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0392.degrees latitude (g = 980.6199 gals.).
 NJ0392
 NJ0392.The modeled gravity was interpolated from observed gravity values.
 NJ0392
 NJ0392;                    North         East    Units  Estimated Accuracy
 NJ0392;SPC IA N     - 1,146,410.    1,696,050.      MT  (+/- 180 meters Scaled)
 NJ0392
 NJ0392                          SUPERSEDED SURVEY CONTROL
 NJ0392
 NJ0392  NGVD 29 (??/??/92)  189.105  (m)          620.42   (f) ADJ UNCH    1 1
 NJ0392
 NJ0392.Superseded values are not recommended for survey control.
 NJ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0392.See file dsdata.txt to determine how the superseded data were derived.
 NJ0392
 NJ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH551395(NAD 83)
 NJ0392_MARKER: DB = BENCH MARK DISK
 NJ0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0392_SP_SET: FOUNDATION
 NJ0392_STAMPING: Q 179 1970
 NJ0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0392
 NJ0392  HISTORY     - Date     Condition        Report By
 NJ0392  HISTORY     - 1970     MONUMENTED       NGS
 NJ0392  HISTORY     - 19950506 GOOD             USPSQD
 NJ0392
 NJ0392                          STATION DESCRIPTION
 NJ0392
 NJ0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0392'0.8 MI N FROM GUTTENBERG.
 NJ0392'ABOUT 0.85 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0392'PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, 1 1/2 POLES
 NJ0392'NORTH OF MILEPOST 79, 72 FEET EAST OF THE EAST RAIL OF THE MAIN
 NJ0392'TRACK, 42 FEET NORTH OF THE CENTER LINE OF WASHINGTON STREET, SET
 NJ0392'IN THE TOP OF THE EAST SIDE OF A CONCRETE FOUNDATION AT THE
 NJ0392'ENTRANCE TO A WELL WHICH IS 10 FEET IN DIAMETER, 20 FEET DEEP,
 NJ0392'AND IS A PART OF THE CITY SEWAGE SYSTEM, 3 INCHES EAST OF A
 NJ0392'METAL DOOR, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND ABOUT
 NJ0392'1/2 FOOT ABOVE THE LEVEL OF THE GROUND.  SECTION 8, T92N, R2W.
 NJ0392
 NJ0392                          STATION RECOVERY (1995)
 NJ0392
 NJ0392'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK2147 ***********************************************************************
 MK2147  DESIGNATION -  Q 180
 MK2147  PID         -  MK2147
 MK2147  STATE/COUNTY-  IA/HARRISON
 MK2147  USGS QUAD   -  MONDAMIN (1970)
 MK2147
 MK2147                         *CURRENT SURVEY CONTROL
 MK2147  ___________________________________________________________________
 MK2147* NAD 83(1986)-  41 42 42.     (N)    096 01 26.     (W)     SCALED    
 MK2147* NAVD 88     -       314.654  (meters)    1032.33   (feet)  ADJUSTED  
 MK2147  ___________________________________________________________________
 MK2147  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 MK2147  DYNAMIC HT  -         314.521 (meters)    1031.89  (feet)  COMP
 MK2147  MODELED GRAV-     980,192.3   (mgal)                       NAVD 88
 MK2147
 MK2147  VERT ORDER  -  FIRST     CLASS II
 MK2147
 MK2147.The horizontal coordinates were scaled from a topographic map and have
 MK2147.an estimated accuracy of +/- 6 seconds.
 MK2147
 MK2147.The orthometric height was determined by differential leveling
 MK2147.and adjusted by the National Geodetic Survey in June 1991..
 MK2147
 MK2147.The geoid height was determined by GEOID03.
 MK2147
 MK2147.The dynamic height is computed by dividing the NAVD 88
 MK2147.geopotential number by the normal gravity value computed on the
 MK2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2147.degrees latitude (g = 980.6199 gals.).
 MK2147
 MK2147.The modeled gravity was interpolated from observed gravity values.
 MK2147
 MK2147;                    North         East    Units  Estimated Accuracy
 MK2147;SPC IA S     -   193,130.      289,990.      MT  (+/- 180 meters Scaled)
 MK2147
 MK2147                          SUPERSEDED SURVEY CONTROL
 MK2147
 MK2147.No superseded survey control is available for this station.
 MK2147
 MK2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM475220(NAD 83)
 MK2147_MARKER: I = METAL ROD
 MK2147_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MK2147_SP_SET: FOUNDATION
 MK2147_STAMPING: Q 180 1989
 MK2147_MARK LOGO: NGS   
 MK2147_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK2147+STABILITY: POSITION/ELEVATION WELL
 MK2147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2147+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2147
 MK2147  HISTORY     - Date     Condition        Report By
 MK2147  HISTORY     - 1989     MONUMENTED       NGS
 MK2147
 MK2147                          STATION DESCRIPTION
 MK2147
 MK2147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2147'IN MONDAMIN, AT THE FARMERS COOP GRAIN ELEVATOR, SET VERTICALLY IN THE
 MK2147'SOUTH FACE OF THE EAST CONCRETE DOOR FRAME OF THE SOUTH ENTRANCE OF
 MK2147'THE TRUCK ENTRANCE INTO THE ELEVATOR, 2.3 M (7.5 FT) EAST OF THE
 MK2147'CENTER OF THE ENTRANCE, AND 1.1 M (3.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1907 ***********************************************************************
 NM1907  DESIGNATION -  Q 181
 NM1907  PID         -  NM1907
 NM1907  STATE/COUNTY-  IA/MONONA
 NM1907  USGS QUAD   -  ONAWA (1969)
 NM1907
 NM1907                         *CURRENT SURVEY CONTROL
 NM1907  ___________________________________________________________________
 NM1907* NAD 83(1986)-  42 00 57.     (N)    096 06 34.     (W)     SCALED    
 NM1907* NAVD 88     -       320.365  (meters)    1051.06   (feet)  ADJUSTED  
 NM1907  ___________________________________________________________________
 NM1907  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 NM1907  DYNAMIC HT  -         320.249 (meters)    1050.68  (feet)  COMP
 NM1907  MODELED GRAV-     980,250.5   (mgal)                       NAVD 88
 NM1907
 NM1907  VERT ORDER  -  FIRST     CLASS II
 NM1907
 NM1907.The horizontal coordinates were scaled from a topographic map and have
 NM1907.an estimated accuracy of +/- 6 seconds.
 NM1907
 NM1907.The orthometric height was determined by differential leveling
 NM1907.and adjusted by the National Geodetic Survey in June 1991..
 NM1907
 NM1907.The geoid height was determined by GEOID03.
 NM1907
 NM1907.The dynamic height is computed by dividing the NAVD 88
 NM1907.geopotential number by the normal gravity value computed on the
 NM1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1907.degrees latitude (g = 980.6199 gals.).
 NM1907
 NM1907.The modeled gravity was interpolated from observed gravity values.
 NM1907
 NM1907;                    North         East    Units  Estimated Accuracy
 NM1907;SPC IA N     - 1,060,630.    1,283,890.      MT  (+/- 180 meters Scaled)
 NM1907
 NM1907                          SUPERSEDED SURVEY CONTROL
 NM1907
 NM1907.No superseded survey control is available for this station.
 NM1907
 NM1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM393555(NAD 83)
 NM1907_MARKER: I = METAL ROD
 NM1907_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NM1907_SP_SET: STAINLESS STEEL ROD
 NM1907_STAMPING: Q 181 1989
 NM1907_MARK LOGO: NGS   
 NM1907_PROJECTION: FLUSH
 NM1907_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1907+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 NM1907_ROD/PIPE-DEPTH: 9.5  meters
 NM1907
 NM1907  HISTORY     - Date     Condition        Report By
 NM1907  HISTORY     - 1989     MONUMENTED       NGS
 NM1907  HISTORY     - 20031008 GOOD             NGS
 NM1907
 NM1907                          STATION DESCRIPTION
 NM1907
 NM1907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1907'1.2 KM (0.75 MI) SOUTHERLY ALONG FIFTEENTH STREET FROM ITS JUNCTION
 NM1907'WITH IOWA AVENUE IN ONAWA, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG A
 NM1907'GRAVELED ROAD, 36.7 M (120.4 FT) WEST OF THE CENTER OF A DRIVEWAY,
 NM1907'12.0 M (39.4 FT) SOUTH OF THE CENTER OF THE ROAD, 1.2 M (3.9 FT)
 NM1907'NORTHWEST OF THE NORTH CORNER OF THE ONAWA COUNTRY CLUB, AND LEVEL
 NM1907'WITH THE ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 NM1907'LOGO CAP.
 NM1907
 NM1907                          STATION RECOVERY (2003)
 NM1907
 NM1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 NM1907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1396 ***********************************************************************
 MJ1396  DESIGNATION -  Q 182
 MJ1396  PID         -  MJ1396
 MJ1396  STATE/COUNTY-  IA/MILLS
 MJ1396  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ1396
 MJ1396                         *CURRENT SURVEY CONTROL
 MJ1396  ___________________________________________________________________
 MJ1396* NAD 83(1986)-  41 05 49.     (N)    095 49 09.     (W)     SCALED    
 MJ1396* NAVD 88     -       296.948  (meters)     974.24   (feet)  ADJUSTED  
 MJ1396  ___________________________________________________________________
 MJ1396  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 MJ1396  DYNAMIC HT  -         296.826 (meters)     973.84  (feet)  COMP
 MJ1396  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 MJ1396
 MJ1396  VERT ORDER  -  FIRST     CLASS II
 MJ1396
 MJ1396.The horizontal coordinates were scaled from a topographic map and have
 MJ1396.an estimated accuracy of +/- 6 seconds.
 MJ1396
 MJ1396.The orthometric height was determined by differential leveling
 MJ1396.and adjusted by the National Geodetic Survey in June 1991..
 MJ1396
 MJ1396.The geoid height was determined by GEOID03.
 MJ1396
 MJ1396.The dynamic height is computed by dividing the NAVD 88
 MJ1396.geopotential number by the normal gravity value computed on the
 MJ1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1396.degrees latitude (g = 980.6199 gals.).
 MJ1396
 MJ1396.The modeled gravity was interpolated from observed gravity values.
 MJ1396
 MJ1396;                    North         East    Units  Estimated Accuracy
 MJ1396;SPC IA S     -   124,410.      305,200.      MT  (+/- 180 meters Scaled)
 MJ1396
 MJ1396                          SUPERSEDED SURVEY CONTROL
 MJ1396
 MJ1396.No superseded survey control is available for this station.
 MJ1396
 MJ1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF632533(NAD 83)
 MJ1396_MARKER: I = METAL ROD
 MJ1396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1396_SP_SET: STAINLESS STEEL ROD
 MJ1396_STAMPING: Q 182 1989
 MJ1396_MARK LOGO: NGS   
 MJ1396_PROJECTION: FLUSH
 MJ1396_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1396+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1396_ROD/PIPE-DEPTH: 6.4  meters
 MJ1396
 MJ1396  HISTORY     - Date     Condition        Report By
 MJ1396  HISTORY     - 1989     MONUMENTED       NGS
 MJ1396
 MJ1396                          STATION DESCRIPTION
 MJ1396
 MJ1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1396'8.8 KM (5.45 MI) NORTHERLY ALONG COUNTY ROAD L 31 FROM THE JUNCTION OF
 MJ1396'STATE HIGHWAY 385 BUSINESS IN PACIFIC JUNCTION, 15.1 M (49.5 FT) EAST
 MJ1396'OF THE CENTER OF THE ROAD, 12.9 M (42.3 FT) NORTH OF THE CENTER OF A
 MJ1396'ROAD LEADING EAST TO A GRAVEL YARD, AND LEVEL WITH THE ROAD.
 MJ1396'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9290 ***********************************************************************
 AE9290  DESIGNATION -  Q 183
 AE9290  PID         -  AE9290
 AE9290  STATE/COUNTY-  IA/HARRISON
 AE9290  USGS QUAD   -  PISGAH (1971)
 AE9290
 AE9290                         *CURRENT SURVEY CONTROL
 AE9290  ___________________________________________________________________
 AE9290* NAD 83(1986)-  41 47 24.     (N)    095 57 10.     (W)     SCALED    
 AE9290* NAVD 88     -       320.498  (meters)    1051.50   (feet)  ADJUSTED  
 AE9290  ___________________________________________________________________
 AE9290  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AE9290  DYNAMIC HT  -         320.366 (meters)    1051.07  (feet)  COMP
 AE9290  MODELED GRAV-     980,201.1   (mgal)                       NAVD 88
 AE9290
 AE9290  VERT ORDER  -  FIRST     CLASS II
 AE9290
 AE9290.The horizontal coordinates were scaled from a topographic map and have
 AE9290.an estimated accuracy of +/- 6 seconds.
 AE9290
 AE9290.The orthometric height was determined by differential leveling
 AE9290.and adjusted by the National Geodetic Survey in July 2002..
 AE9290
 AE9290.The geoid height was determined by GEOID03.
 AE9290
 AE9290.The dynamic height is computed by dividing the NAVD 88
 AE9290.geopotential number by the normal gravity value computed on the
 AE9290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9290.degrees latitude (g = 980.6199 gals.).
 AE9290
 AE9290.The modeled gravity was interpolated from observed gravity values.
 AE9290
 AE9290;                    North         East    Units  Estimated Accuracy
 AE9290;SPC IA S     -   201,660.      296,150.      MT  (+/- 180 meters Scaled)
 AE9290
 AE9290                          SUPERSEDED SURVEY CONTROL
 AE9290
 AE9290.No superseded survey control is available for this station.
 AE9290
 AE9290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG546306(NAD 83)
 AE9290_MARKER: I = METAL ROD
 AE9290_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9290_STAMPING: Q 183 1997
 AE9290_MARK LOGO: NGS   
 AE9290_PROJECTION: FLUSH
 AE9290_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9290+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9290_ROD/PIPE-DEPTH: 18.3 meters
 AE9290_SLEEVE-DEPTH  : 0.9 meters
 AE9290
 AE9290  HISTORY     - Date     Condition        Report By
 AE9290  HISTORY     - 1997     MONUMENTED       NGS
 AE9290
 AE9290                          STATION DESCRIPTION
 AE9290
 AE9290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9290'5.2 KM (3.25 MI) EASTERLY ALONG MULBERRY STREET AND THEN 138TH TRAIL
 AE9290'FROM THE POST OFFICE IN LITTLE SIOUX, THENCE 2.0 KM (1.25 MI) EASTERLY
 AE9290'ALONG GENEVA PLACE, 18.2 M (59.7 FT) NORTH OF AND LEVEL WITH THE PLACE
 AE9290'CENTER, 16.7 M (54.8 FT) NORTHWEST OF A UTILITY POLE, 9.6 M (31.5 FT)
 AE9290'NORTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 6.1 M (20.0 FT)
 AE9290'NORTHEAST OF THE CENTER OF A ROAD LEADING TO THE SOLDIER VALLEY
 AE9290'CEMETERY, 6.1 M (20.0 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE
 AE9290'NORTH BRICK POST AT THE CEMETERY ENTRANCE, AND 0.3 M (1.0 FT)
 AE9290'SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AE9290'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AE9290'THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0155 ***********************************************************************
 OP0155  DESIGNATION -  Q 19
 OP0155  PID         -  OP0155
 OP0155  STATE/COUNTY-  IA/EMMET
 OP0155  USGS QUAD   -  WALLINGFORD (1972)
 OP0155
 OP0155                         *CURRENT SURVEY CONTROL
 OP0155  ___________________________________________________________________
 OP0155* NAD 83(1986)-  43 22 14.     (N)    094 48 41.     (W)     SCALED    
 OP0155* NAVD 88     -       389.715  (meters)    1278.59   (feet)  ADJUSTED  
 OP0155  ___________________________________________________________________
 OP0155  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 OP0155  DYNAMIC HT  -         389.605 (meters)    1278.23  (feet)  COMP
 OP0155  MODELED GRAV-     980,327.2   (mgal)                       NAVD 88
 OP0155
 OP0155  VERT ORDER  -  SECOND    CLASS 0
 OP0155
 OP0155.The horizontal coordinates were scaled from a topographic map and have
 OP0155.an estimated accuracy of +/- 6 seconds.
 OP0155
 OP0155.The orthometric height was determined by differential leveling
 OP0155.and adjusted by the National Geodetic Survey in June 1991..
 OP0155
 OP0155.The geoid height was determined by GEOID03.
 OP0155
 OP0155.The dynamic height is computed by dividing the NAVD 88
 OP0155.geopotential number by the normal gravity value computed on the
 OP0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0155.degrees latitude (g = 980.6199 gals.).
 OP0155
 OP0155.The modeled gravity was interpolated from observed gravity values.
 OP0155
 OP0155;                    North         East    Units  Estimated Accuracy
 OP0155;SPC IA N     - 1,208,610.    1,393,720.      MT  (+/- 180 meters Scaled)
 OP0155
 OP0155                          SUPERSEDED SURVEY CONTROL
 OP0155
 OP0155  NGVD 29 (??/??/92)  389.594  (m)         1278.19   (f) ADJ UNCH    2 0
 OP0155
 OP0155.Superseded values are not recommended for survey control.
 OP0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0155.See file dsdata.txt to determine how the superseded data were derived.
 OP0155
 OP0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ532035(NAD 83)
 OP0155_MARKER: DB = BENCH MARK DISK
 OP0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0155_STAMPING: Q 19 1934
 OP0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0155+STABILITY: SURFACE MOTION
 OP0155
 OP0155  HISTORY     - Date     Condition        Report By
 OP0155  HISTORY     - 1934     MONUMENTED       CGS
 OP0155
 OP0155                          STATION DESCRIPTION
 OP0155
 OP0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0155'3.8 MI NW FROM WALLINGFORD.
 OP0155'3.8 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 OP0155'FROM THE STATION AT WALLINGFORD, EMMET COUNTY, 1.1 MILES SOUTHEAST OF
 OP0155'THE JUNCTION WITH THE MINNEAPOLIS AND ST. LOUIS RAILROAD, 390 FEET
 OP0155'NORTHWEST OF MILEPOLE 204+10, 96 FEET NORTH OF A CENTERLINE OF A
 OP0155'SECTION ROAD, 46.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 OP0155'TRACK, 10 FEET NORTH OF A FENCE INTERSECTION, AND 1.5 FEET NORTHWEST
 OP0155'OF A RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 19 1934 AND SET
 OP0155'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0028 ***********************************************************************
 NL0028  DESIGNATION -  Q 2
 NL0028  PID         -  NL0028
 NL0028  STATE/COUNTY-  IA/WEBSTER
 NL0028  USGS QUAD   -  FORT DODGE NORTH (1979)
 NL0028
 NL0028                         *CURRENT SURVEY CONTROL
 NL0028  ___________________________________________________________________
 NL0028* NAD 83(1986)-  42 31 10.     (N)    094 10 51.     (W)     SCALED    
 NL0028* NAVD 88     -       317.022  (meters)    1040.10   (feet)  ADJUSTED  
 NL0028  ___________________________________________________________________
 NL0028  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 NL0028  DYNAMIC HT  -         316.922 (meters)    1039.77  (feet)  COMP
 NL0028  MODELED GRAV-     980,296.1   (mgal)                       NAVD 88
 NL0028
 NL0028  VERT ORDER  -  FIRST     CLASS II
 NL0028
 NL0028.The horizontal coordinates were scaled from a topographic map and have
 NL0028.an estimated accuracy of +/- 6 seconds.
 NL0028
 NL0028.The orthometric height was determined by differential leveling
 NL0028.and adjusted by the National Geodetic Survey in June 1991..
 NL0028
 NL0028.The geoid height was determined by GEOID03.
 NL0028
 NL0028.The dynamic height is computed by dividing the NAVD 88
 NL0028.geopotential number by the normal gravity value computed on the
 NL0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0028.degrees latitude (g = 980.6199 gals.).
 NL0028
 NL0028.The modeled gravity was interpolated from observed gravity values.
 NL0028
 NL0028;                    North         East    Units  Estimated Accuracy
 NL0028;SPC IA N     - 1,113,460.    1,444,060.      MT  (+/- 180 meters Scaled)
 NL0028
 NL0028                          SUPERSEDED SURVEY CONTROL
 NL0028
 NL0028  NGVD 29 (??/??/92)  316.984  (m)         1039.97   (f) ADJ UNCH    1 2
 NL0028
 NL0028.Superseded values are not recommended for survey control.
 NL0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0028.See file dsdata.txt to determine how the superseded data were derived.
 NL0028
 NL0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH030081(NAD 83)
 NL0028_MARKER: DB = BENCH MARK DISK
 NL0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0028_SP_SET: BRIDGE ABUTMENT
 NL0028_STAMPING: 1039.972 Q 2 1930
 NL0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0028
 NL0028  HISTORY     - Date     Condition        Report By
 NL0028  HISTORY     - 1930     MONUMENTED       CGS
 NL0028  HISTORY     - 1953     GOOD             NGS
 NL0028
 NL0028                          STATION DESCRIPTION
 NL0028
 NL0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 NL0028'1.5 MI N FROM FORT DODGE.
 NL0028'1.5 MILES NORTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 NL0028'FORT DODGE, WEBSTER COUNTY, 1,000 FEET SOUTHWEST OF A VIADUCT
 NL0028'ON NORTH FIFTEENTH STREET (U.S. HIGHWAY 169), 0.1 MILE NORTHEAST
 NL0028'OF MILEPOST 220, AT BRIDGE 152, AND IN THE NORTH END OF THE EAST
 NL0028'ABUTMENT.  A STANDARD DISK, STAMPED 1039.972 Q 2 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0525 ***********************************************************************
 OP0525  DESIGNATION -  Q 20
 OP0525  PID         -  OP0525
 OP0525  STATE/COUNTY-  IA/OSCEOLA
 OP0525  USGS QUAD   -  HARRIS (1970)
 OP0525
 OP0525                         *CURRENT SURVEY CONTROL
 OP0525  ___________________________________________________________________
 OP0525* NAD 83(1986)-  43 26 30.     (N)    095 28 00.     (W)     SCALED    
 OP0525* NAVD 88     -       476.134  (meters)    1562.12   (feet)  ADJUSTED  
 OP0525  ___________________________________________________________________
 OP0525  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 OP0525  DYNAMIC HT  -         476.008 (meters)    1561.70  (feet)  COMP
 OP0525  MODELED GRAV-     980,340.4   (mgal)                       NAVD 88
 OP0525
 OP0525  VERT ORDER  -  SECOND    CLASS 0
 OP0525
 OP0525.The horizontal coordinates were scaled from a topographic map and have
 OP0525.an estimated accuracy of +/- 6 seconds.
 OP0525
 OP0525.The orthometric height was determined by differential leveling
 OP0525.and adjusted by the National Geodetic Survey in June 1991..
 OP0525
 OP0525.The geoid height was determined by GEOID03.
 OP0525
 OP0525.The dynamic height is computed by dividing the NAVD 88
 OP0525.geopotential number by the normal gravity value computed on the
 OP0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0525.degrees latitude (g = 980.6199 gals.).
 OP0525
 OP0525.The modeled gravity was interpolated from observed gravity values.
 OP0525
 OP0525;                    North         East    Units  Estimated Accuracy
 OP0525;SPC IA N     - 1,217,540.    1,340,800.      MT  (+/- 180 meters Scaled)
 OP0525
 OP0525                          SUPERSEDED SURVEY CONTROL
 OP0525
 OP0525  NGVD 29 (??/??/92)  475.956  (m)         1561.53   (f) ADJ UNCH    2 0
 OP0525
 OP0525.Superseded values are not recommended for survey control.
 OP0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0525.See file dsdata.txt to determine how the superseded data were derived.
 OP0525
 OP0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ003128(NAD 83)
 OP0525_MARKER: DB = BENCH MARK DISK
 OP0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0525_STAMPING: Q 20 1934
 OP0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0525+STABILITY: SURFACE MOTION
 OP0525
 OP0525  HISTORY     - Date     Condition        Report By
 OP0525  HISTORY     - 1934     MONUMENTED       CGS
 OP0525
 OP0525                          STATION DESCRIPTION
 OP0525
 OP0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0525'1.5 MI W FROM HARRIS.
 OP0525'1.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM
 OP0525'THE STATION AT HARRIS, OSCEOLA COUNTY, 1 POLE WEST OF MILEPOST 242, 61
 OP0525'FEET EAST OF THE CENTERLINE OF A SECTION ROAD, 49.3 FEET SOUTH OF THE
 OP0525'SOUTH RAIL, 26 FEET EAST OF THE CORNER OF A FENCE, AND 1.5 FEET NORTH
 OP0525'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 20 1934 AND SET
 OP0525'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0494 ***********************************************************************
 OP0494  DESIGNATION -  Q 21
 OP0494  PID         -  OP0494
 OP0494  STATE/COUNTY-  IA/DICKINSON
 OP0494  USGS QUAD   -  SPIRIT LAKE SE (1970)
 OP0494
 OP0494                         *CURRENT SURVEY CONTROL
 OP0494  ___________________________________________________________________
 OP0494* NAD 83(1986)-  43 16 46.     (N)    095 00 07.     (W)     SCALED    
 OP0494* NAVD 88     -       424.565  (meters)    1392.93   (feet)  ADJUSTED  
 OP0494  ___________________________________________________________________
 OP0494  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 OP0494  DYNAMIC HT  -         424.435 (meters)    1392.50  (feet)  COMP
 OP0494  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 OP0494
 OP0494  VERT ORDER  -  SECOND    CLASS 0
 OP0494
 OP0494.The horizontal coordinates were scaled from a topographic map and have
 OP0494.an estimated accuracy of +/- 6 seconds.
 OP0494
 OP0494.The orthometric height was determined by differential leveling
 OP0494.and adjusted by the National Geodetic Survey in June 1991..
 OP0494
 OP0494.The geoid height was determined by GEOID03.
 OP0494
 OP0494.The dynamic height is computed by dividing the NAVD 88
 OP0494.geopotential number by the normal gravity value computed on the
 OP0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0494.degrees latitude (g = 980.6199 gals.).
 OP0494
 OP0494.The modeled gravity was interpolated from observed gravity values.
 OP0494
 OP0494;                    North         East    Units  Estimated Accuracy
 OP0494;SPC IA N     - 1,198,750.    1,378,090.      MT  (+/- 180 meters Scaled)
 OP0494
 OP0494                          SUPERSEDED SURVEY CONTROL
 OP0494
 OP0494  NGVD 29 (??/??/92)  424.427  (m)         1392.47   (f) ADJ UNCH    2 0
 OP0494
 OP0494.Superseded values are not recommended for survey control.
 OP0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0494.See file dsdata.txt to determine how the superseded data were derived.
 OP0494
 OP0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH375937(NAD 83)
 OP0494_MARKER: DB = BENCH MARK DISK
 OP0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0494_STAMPING: Q 21 1934
 OP0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0494+STABILITY: SURFACE MOTION
 OP0494
 OP0494  HISTORY     - Date     Condition        Report By
 OP0494  HISTORY     - 1934     MONUMENTED       CGS
 OP0494
 OP0494                          STATION DESCRIPTION
 OP0494
 OP0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0494'2.4 MI SW FROM TERRIL.
 OP0494'2.4 MILES SOUTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 OP0494'THE STATION AT TERRIL, DICKINSON COUNTY, 376 YARDS SOUTHWEST OF
 OP0494'MILEPOST 185, 65 FEET SOUTHWEST OF THE CENTER OF A FARM-ROAD CROSSING,
 OP0494'43.5 FEET SOUTHWEST OF THE CENTER OF THE GATE TO THE ROAD, 46.3 FEET
 OP0494'NORTHWEST OF THE NORTHWEST RAIL, AND 1 FOOT SOUTHEAST OF THE
 OP0494'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 21 1934 AND SET IN THE
 OP0494'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0240 ***********************************************************************
 NL0240  DESIGNATION -  Q 22
 NL0240  PID         -  NL0240
 NL0240  STATE/COUNTY-  IA/BUENA VISTA
 NL0240  USGS QUAD   -  ALBERT CITY (1971)
 NL0240
 NL0240                         *CURRENT SURVEY CONTROL
 NL0240  ___________________________________________________________________
 NL0240* NAD 83(1986)-  42 45 16.     (N)    094 56 08.     (W)     SCALED    
 NL0240* NAVD 88     -       395.785  (meters)    1298.50   (feet)  ADJUSTED  
 NL0240  ___________________________________________________________________
 NL0240  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 NL0240  DYNAMIC HT  -         395.652 (meters)    1298.07  (feet)  COMP
 NL0240  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 NL0240
 NL0240  VERT ORDER  -  SECOND    CLASS 0
 NL0240
 NL0240.The horizontal coordinates were scaled from a topographic map and have
 NL0240.an estimated accuracy of +/- 6 seconds.
 NL0240
 NL0240.The orthometric height was determined by differential leveling
 NL0240.and adjusted by the National Geodetic Survey in June 1991..
 NL0240
 NL0240.The geoid height was determined by GEOID03.
 NL0240
 NL0240.The dynamic height is computed by dividing the NAVD 88
 NL0240.geopotential number by the normal gravity value computed on the
 NL0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0240.degrees latitude (g = 980.6199 gals.).
 NL0240
 NL0240.The modeled gravity was interpolated from observed gravity values.
 NL0240
 NL0240;                    North         East    Units  Estimated Accuracy
 NL0240;SPC IA N     - 1,140,340.    1,382,490.      MT  (+/- 180 meters Scaled)
 NL0240
 NL0240                          SUPERSEDED SURVEY CONTROL
 NL0240
 NL0240  NGVD 29 (??/??/92)  395.685  (m)         1298.18   (f) ADJ UNCH    2 0
 NL0240
 NL0240.Superseded values are not recommended for survey control.
 NL0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0240.See file dsdata.txt to determine how the superseded data were derived.
 NL0240
 NL0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH416353(NAD 83)
 NL0240_MARKER: DB = BENCH MARK DISK
 NL0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0240_STAMPING: Q 22 1934
 NL0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0240+STABILITY: SURFACE MOTION
 NL0240
 NL0240  HISTORY     - Date     Condition        Report By
 NL0240  HISTORY     - 1934     MONUMENTED       CGS
 NL0240  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NL0240
 NL0240                          STATION DESCRIPTION
 NL0240
 NL0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0240'2 MI S FROM ALBERT CITY.
 NL0240'2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NL0240'RAILROAD FROM THE STATION AT ALBERT CITY, 3 POLES SOUTH OF
 NL0240'MILEPOST 127, 45.4 FEET EAST OF THE EAST RAIL, AND 2 FEET WEST
 NL0240'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 22 1934
 NL0240'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NL0240'GROUND.
 NL0240
 NL0240                          STATION RECOVERY (1982)
 NL0240
 NL0240'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NL0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0945 ***********************************************************************
 NL0945  DESIGNATION -  Q 22 RESET
 NL0945  PID         -  NL0945
 NL0945  STATE/COUNTY-  IA/BUENA VISTA
 NL0945  USGS QUAD   -  ALBERT CITY (1971)
 NL0945
 NL0945                         *CURRENT SURVEY CONTROL
 NL0945  ___________________________________________________________________
 NL0945* NAD 83(1986)-  42 45 16.     (N)    094 56 08.     (W)     SCALED    
 NL0945* NAVD 88     -       395.44   (meters)    1297.4    (feet)  RESET     
 NL0945  ___________________________________________________________________
 NL0945  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 NL0945
 NL0945  VERT ORDER  -  THIRD
 NL0945
 NL0945.The horizontal coordinates were scaled from a topographic map and have
 NL0945.an estimated accuracy of +/- 6 seconds.
 NL0945
 NL0945.The orthometric height was computed from unverified reset data.
 NL0945
 NL0945.The geoid height was determined by GEOID03.
 NL0945
 NL0945;                    North         East    Units  Estimated Accuracy
 NL0945;SPC IA N     - 1,140,340.    1,382,490.      MT  (+/- 180 meters Scaled)
 NL0945
 NL0945                          SUPERSEDED SURVEY CONTROL
 NL0945
 NL0945  NGVD 29 (05/12/04)  395.33   (m)         1297.0    (f) RESET       3  
 NL0945
 NL0945.Superseded values are not recommended for survey control.
 NL0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0945.See file dsdata.txt to determine how the superseded data were derived.
 NL0945
 NL0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH416353(NAD 83)
 NL0945_MARKER: DB = BENCH MARK DISK
 NL0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0945_SP_SET: CONCRETE POST
 NL0945_STAMPING: Q 22 RESET 1982
 NL0945_MARK LOGO: NGS   
 NL0945_PROJECTION: PROJECTING 15 CENTIMETERS
 NL0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0945+STABILITY: SURFACE MOTION
 NL0945
 NL0945  HISTORY     - Date     Condition        Report By
 NL0945  HISTORY     - 1982     MONUMENTED       NGS
 NL0945
 NL0945                          STATION DESCRIPTION
 NL0945
 NL0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NL0945'4.3 KM (2.65 MI) SE FROM ALBERT CITY.
 NL0945'0.08 KM (0.05 MI) WEST ALONG MAIN STREET, FROM THE POST OFFICE IN
 NL0945'ALBERT CITY, THENCE 0.40 KM (0.25 MI) LEFT AND SOUTH ALONG 2ND STREET
 NL0945'SOUTH, THENCE 1.21 KM (0.75 MI) LEFT AND EAST ALONG A PAVED ROAD TO A
 NL0945'SIDE ROAD RIGHT, THENCE 2.66 KM (1.65 MI) RIGHT AND SOUTH ALONG A
 NL0945'GRAVELED ROAD TO THE MARK ON THE RIGHT, 12.6 M (41.3 FT) WEST OF THE
 NL0945'CENTERLINE OF THE ROAD, 0.46 M (1.5 FT) EAST OF A FENCE.
 NL0945'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 NL0945'THE MARK IS 1.5 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0253 ***********************************************************************
 NL0253  DESIGNATION -  Q 23
 NL0253  PID         -  NL0253
 NL0253  STATE/COUNTY-  IA/BUENA VISTA
 NL0253  USGS QUAD   -  NEWELL WEST (1979)
 NL0253
 NL0253                         *CURRENT SURVEY CONTROL
 NL0253  ___________________________________________________________________
 NL0253* NAD 83(1986)-  42 37 07.     (N)    095 04 20.     (W)     SCALED    
 NL0253* NAVD 88     -       397.107  (meters)    1302.84   (feet)  ADJUSTED  
 NL0253  ___________________________________________________________________
 NL0253  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 NL0253  DYNAMIC HT  -         396.971 (meters)    1302.40  (feet)  COMP
 NL0253  MODELED GRAV-     980,267.4   (mgal)                       NAVD 88
 NL0253
 NL0253  VERT ORDER  -  SECOND    CLASS 0
 NL0253
 NL0253.The horizontal coordinates were scaled from a topographic map and have
 NL0253.an estimated accuracy of +/- 6 seconds.
 NL0253
 NL0253.The orthometric height was determined by differential leveling
 NL0253.and adjusted by the National Geodetic Survey in June 1991..
 NL0253
 NL0253.The geoid height was determined by GEOID03.
 NL0253
 NL0253.The dynamic height is computed by dividing the NAVD 88
 NL0253.geopotential number by the normal gravity value computed on the
 NL0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0253.degrees latitude (g = 980.6199 gals.).
 NL0253
 NL0253.The modeled gravity was interpolated from observed gravity values.
 NL0253
 NL0253;                    North         East    Units  Estimated Accuracy
 NL0253;SPC IA N     - 1,125,450.    1,371,020.      MT  (+/- 180 meters Scaled)
 NL0253
 NL0253                          SUPERSEDED SURVEY CONTROL
 NL0253
 NL0253  NGVD 29 (??/??/92)  396.980  (m)         1302.43   (f) ADJ UNCH    2 0
 NL0253
 NL0253.Superseded values are not recommended for survey control.
 NL0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0253.See file dsdata.txt to determine how the superseded data were derived.
 NL0253
 NL0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH300205(NAD 83)
 NL0253_MARKER: DB = BENCH MARK DISK
 NL0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0253_STAMPING: Q 23 1934
 NL0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0253+STABILITY: SURFACE MOTION
 NL0253
 NL0253  HISTORY     - Date     Condition        Report By
 NL0253  HISTORY     - 1934     MONUMENTED       CGS
 NL0253  HISTORY     - 1974     MARK NOT FOUND   NGS
 NL0253
 NL0253                          STATION DESCRIPTION
 NL0253
 NL0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0253'3.7 MI W FROM NEWELL.
 NL0253'3.7 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0253'STATION AT NEWELL, 1.3 MILES EAST OF THE STATION AT SULPHUR
 NL0253'SPRINGS, 92 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 NL0253'5, 54 FEET EAST OF THE CENTERLINE OF A SECTION CROSS ROAD,
 NL0253'31.8 FEET SOUTH OF THE SOUTH RAIL, AND 19.4 FEET NORTHWEST
 NL0253'OF A POLE.  A STANDARD DISK, STAMPED Q 23 1934 AND SET IN THE
 NL0253'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NL0253'NOTE-- IT WAS REPORTED IN SEPTEMBER 1936 THAT THIS BENCH MARK
 NL0253'WAS LOOSE.
 NL0253
 NL0253                          STATION RECOVERY (1974)
 NL0253
 NL0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NL0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0469 ***********************************************************************
 NL0469  DESIGNATION -  Q 24
 NL0469  PID         -  NL0469
 NL0469  STATE/COUNTY-  IA/CHEROKEE
 NL0469  USGS QUAD   -  CHEROKEE NORTH (1971)
 NL0469
 NL0469                         *CURRENT SURVEY CONTROL
 NL0469  ___________________________________________________________________
 NL0469* NAD 83(1986)-  42 47 26.     (N)    095 35 00.     (W)     SCALED    
 NL0469* NAVD 88     -       405.078  (meters)    1328.99   (feet)  ADJUSTED  
 NL0469  ___________________________________________________________________
 NL0469  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 NL0469  DYNAMIC HT  -         404.947 (meters)    1328.56  (feet)  COMP
 NL0469  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 NL0469
 NL0469  VERT ORDER  -  SECOND    CLASS 0
 NL0469
 NL0469.The horizontal coordinates were scaled from a topographic map and have
 NL0469.an estimated accuracy of +/- 6 seconds.
 NL0469
 NL0469.The orthometric height was determined by differential leveling
 NL0469.and adjusted by the National Geodetic Survey in June 1991..
 NL0469
 NL0469.The geoid height was determined by GEOID03.
 NL0469
 NL0469.The dynamic height is computed by dividing the NAVD 88
 NL0469.geopotential number by the normal gravity value computed on the
 NL0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0469.degrees latitude (g = 980.6199 gals.).
 NL0469
 NL0469.The modeled gravity was interpolated from observed gravity values.
 NL0469
 NL0469;                    North         East    Units  Estimated Accuracy
 NL0469;SPC IA N     - 1,145,450.    1,329,570.      MT  (+/- 180 meters Scaled)
 NL0469
 NL0469                          SUPERSEDED SURVEY CONTROL
 NL0469
 NL0469  NGVD 29 (??/??/92)  404.903  (m)         1328.42   (f) ADJ UNCH    2 0
 NL0469
 NL0469.Superseded values are not recommended for survey control.
 NL0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0469.See file dsdata.txt to determine how the superseded data were derived.
 NL0469
 NL0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH887407(NAD 83)
 NL0469_MARKER: DB = BENCH MARK DISK
 NL0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0469_STAMPING: Q 24 1934
 NL0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0469+STABILITY: SURFACE MOTION
 NL0469
 NL0469  HISTORY     - Date     Condition        Report By
 NL0469  HISTORY     - 1934     MONUMENTED       CGS
 NL0469  HISTORY     - 1968     MARK NOT FOUND   NGS
 NL0469
 NL0469                          STATION DESCRIPTION
 NL0469
 NL0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0469'3.3 MI NW FROM CHEROKEE.
 NL0469'3.3 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 NL0469'THE STATION AT CHEROKEE, CHEROKEE COUNTY, 50 FEET NORTHWEST
 NL0469'OF THE NORTHWEST CORNER OF WOODEN CULVERT 454.3, AT A
 NL0469'SECTION-LINE ROAD CROSSING, 55 FEET WEST OF THE CENTERLINE OF
 NL0469'THE ROAD, 45.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 20 FEET
 NL0469'NORTHWEST OF A FENCE CORNER, AND 2 FEET SOUTHWEST OF THE
 NL0469'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 24 1934 AND
 NL0469'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NL0469'GROUND.
 NL0469
 NL0469                          STATION RECOVERY (1968)
 NL0469
 NL0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NL0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0503 ***********************************************************************
 NL0503  DESIGNATION -  Q 25
 NL0503  PID         -  NL0503
 NL0503  STATE/COUNTY-  IA/CHEROKEE
 NL0503  USGS QUAD   -  WASHTA (1969)
 NL0503
 NL0503                         *CURRENT SURVEY CONTROL
 NL0503  ___________________________________________________________________
 NL0503* NAD 83(1986)-  42 33 45.     (N)    095 43 17.     (W)     SCALED    
 NL0503* NAVD 88     -       349.808  (meters)    1147.66   (feet)  ADJUSTED  
 NL0503  ___________________________________________________________________
 NL0503  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 NL0503  DYNAMIC HT  -         349.694 (meters)    1147.29  (feet)  COMP
 NL0503  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 NL0503
 NL0503  VERT ORDER  -  SECOND    CLASS 0
 NL0503
 NL0503.The horizontal coordinates were scaled from a topographic map and have
 NL0503.an estimated accuracy of +/- 6 seconds.
 NL0503
 NL0503.The orthometric height was determined by differential leveling
 NL0503.and adjusted by the National Geodetic Survey in June 1991..
 NL0503
 NL0503.The geoid height was determined by GEOID03.
 NL0503
 NL0503.The dynamic height is computed by dividing the NAVD 88
 NL0503.geopotential number by the normal gravity value computed on the
 NL0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0503.degrees latitude (g = 980.6199 gals.).
 NL0503
 NL0503.The modeled gravity was interpolated from observed gravity values.
 NL0503
 NL0503;                    North         East    Units  Estimated Accuracy
 NL0503;SPC IA N     - 1,120,420.    1,317,620.      MT  (+/- 180 meters Scaled)
 NL0503
 NL0503                          SUPERSEDED SURVEY CONTROL
 NL0503
 NL0503  NGVD 29 (??/??/92)  349.667  (m)         1147.20   (f) ADJ UNCH    2 0
 NL0503
 NL0503.Superseded values are not recommended for survey control.
 NL0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0503.See file dsdata.txt to determine how the superseded data were derived.
 NL0503
 NL0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH766158(NAD 83)
 NL0503_MARKER: DB = BENCH MARK DISK
 NL0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0503_STAMPING: Q 25 1934
 NL0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0503+STABILITY: SURFACE MOTION
 NL0503
 NL0503  HISTORY     - Date     Condition        Report By
 NL0503  HISTORY     - 1934     MONUMENTED       CGS
 NL0503  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0503
 NL0503                          STATION DESCRIPTION
 NL0503
 NL0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0503'0.8 MI S FROM WASHTA.
 NL0503'0.8 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0503'STATION AT WASHTA, CHEROKEE COUNTY, 116 FEET SOUTHWEST OF A
 NL0503'ROAD CROSSING, 30.5 FEET WEST OF THE WEST RAIL, 2.1 FEET NORTH
 NL0503'OF A POLE, AND 15.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A
 NL0503'STANDARD DISK, STAMPED Q 25 1934 AND SET IN THE TOP OF A CONCRETE
 NL0503'POST PROJECTING 5 INCHES ABOVE GROUND.
 NL0503
 NL0503                          STATION RECOVERY (2000)
 NL0503
 NL0503'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0503'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0584 ***********************************************************************
 OP0584  DESIGNATION -  Q 26
 OP0584  PID         -  OP0584
 OP0584  STATE/COUNTY-  IA/O BRIEN
 OP0584  USGS QUAD   -  PRIMGHAR (1964)
 OP0584
 OP0584                         *CURRENT SURVEY CONTROL
 OP0584  ___________________________________________________________________
 OP0584* NAD 83(1986)-  43 05 37.     (N)    095 40 59.     (W)     SCALED    
 OP0584* NAVD 88     -       432.950  (meters)    1420.44   (feet)  ADJUSTED  
 OP0584  ___________________________________________________________________
 OP0584  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 OP0584  DYNAMIC HT  -         432.818 (meters)    1420.00  (feet)  COMP
 OP0584  MODELED GRAV-     980,303.0   (mgal)                       NAVD 88
 OP0584
 OP0584  VERT ORDER  -  SECOND    CLASS 0
 OP0584
 OP0584.The horizontal coordinates were scaled from a topographic map and have
 OP0584.an estimated accuracy of +/- 6 seconds.
 OP0584
 OP0584.The orthometric height was determined by differential leveling
 OP0584.and adjusted by the National Geodetic Survey in June 1991..
 OP0584
 OP0584.The geoid height was determined by GEOID03.
 OP0584
 OP0584.The dynamic height is computed by dividing the NAVD 88
 OP0584.geopotential number by the normal gravity value computed on the
 OP0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0584.degrees latitude (g = 980.6199 gals.).
 OP0584
 OP0584.The modeled gravity was interpolated from observed gravity values.
 OP0584
 OP0584;                    North         East    Units  Estimated Accuracy
 OP0584;SPC IA N     - 1,179,310.    1,322,290.      MT  (+/- 180 meters Scaled)
 OP0584
 OP0584                          SUPERSEDED SURVEY CONTROL
 OP0584
 OP0584  NGVD 29 (??/??/92)  432.756  (m)         1419.80   (f) ADJ UNCH    2 0
 OP0584
 OP0584.Superseded values are not recommended for survey control.
 OP0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0584.See file dsdata.txt to determine how the superseded data were derived.
 OP0584
 OP0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH816747(NAD 83)
 OP0584_MARKER: DB = BENCH MARK DISK
 OP0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0584_STAMPING: Q 26 1934
 OP0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0584+STABILITY: SURFACE MOTION
 OP0584
 OP0584  HISTORY     - Date     Condition        Report By
 OP0584  HISTORY     - 1934     MONUMENTED       CGS
 OP0584
 OP0584                          STATION DESCRIPTION
 OP0584
 OP0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0584'2.6 MI NW FROM PRIMGHAR.
 OP0584'2.6 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 OP0584'STATION AT PRIMGHAR, OBRIEN COUNTY, AT A ROAD CROSSING, 32 FEET EAST
 OP0584'OF THE CENTERLINE OF THE ROAD, 44.3 FEET SOUTHWEST OF THE SOUTHWEST
 OP0584'RAIL, AND 3 FEET NORTHEAST OF A CORNER FENCE POST.  A STANDARD DISK,
 OP0584'STAMPED Q 26 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 OP0584'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0038 ***********************************************************************
 NL0038  DESIGNATION -  Q 27
 NL0038  PID         -  NL0038
 NL0038  STATE/COUNTY-  IA/HUMBOLDT
 NL0038  USGS QUAD   -  BODE (1980)
 NL0038
 NL0038                         *CURRENT SURVEY CONTROL
 NL0038  ___________________________________________________________________
 NL0038* NAD 83(1986)-  42 46 57.     (N)    094 22 02.     (W)     SCALED    
 NL0038* NAVD 88     -       339.910  (meters)    1115.19   (feet)  ADJUSTED  
 NL0038  ___________________________________________________________________
 NL0038  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 NL0038  DYNAMIC HT  -         339.800 (meters)    1114.83  (feet)  COMP
 NL0038  MODELED GRAV-     980,286.8   (mgal)                       NAVD 88
 NL0038
 NL0038  VERT ORDER  -  SECOND    CLASS 0
 NL0038
 NL0038.The horizontal coordinates were scaled from a topographic map and have
 NL0038.an estimated accuracy of +/- 6 seconds.
 NL0038
 NL0038.The orthometric height was determined by differential leveling
 NL0038.and adjusted by the National Geodetic Survey in June 1991..
 NL0038
 NL0038.The geoid height was determined by GEOID03.
 NL0038
 NL0038.The dynamic height is computed by dividing the NAVD 88
 NL0038.geopotential number by the normal gravity value computed on the
 NL0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0038.degrees latitude (g = 980.6199 gals.).
 NL0038
 NL0038.The modeled gravity was interpolated from observed gravity values.
 NL0038
 NL0038;                    North         East    Units  Estimated Accuracy
 NL0038;SPC IA N     - 1,142,820.    1,429,040.      MT  (+/- 180 meters Scaled)
 NL0038
 NL0038                          SUPERSEDED SURVEY CONTROL
 NL0038
 NL0038  NGVD 29 (??/??/92)  339.848  (m)         1114.98   (f) ADJ UNCH    2 0
 NL0038
 NL0038.Superseded values are not recommended for survey control.
 NL0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0038.See file dsdata.txt to determine how the superseded data were derived.
 NL0038
 NL0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH881375(NAD 83)
 NL0038_MARKER: DB = BENCH MARK DISK
 NL0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0038_STAMPING: Q 27 1934
 NL0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0038+STABILITY: SURFACE MOTION
 NL0038
 NL0038  HISTORY     - Date     Condition        Report By
 NL0038  HISTORY     - 1934     MONUMENTED       CGS
 NL0038
 NL0038                          STATION DESCRIPTION
 NL0038
 NL0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0038'3 MI SE FROM BRADGATE.
 NL0038'3.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0038'FROM THE STATION AT BRADGATE, HUMBOLDT COUNTY, ABOUT 160 YARDS
 NL0038'NORTHWEST OF MILEPOST 125, 0.25 MILE SOUTHEAST OF A FARM-ROAD
 NL0038'CROSSING, AT THE NORTHWEST END OF A LONG FILL, 44.8 FEET NORTHEAST
 NL0038'OF THE NORTHEAST RAIL, AND 1.8 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 NL0038'FENCE.  A STANDARD DISK, STAMPED Q 27 1934 AND SET IN THE TOP
 NL0038'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0463 ***********************************************************************
 NK0463  DESIGNATION -  Q 28
 NK0463  PID         -  NK0463
 NK0463  STATE/COUNTY-  IA/WRIGHT
 NK0463  USGS QUAD   -  CLARION (1978)
 NK0463
 NK0463                         *CURRENT SURVEY CONTROL
 NK0463  ___________________________________________________________________
 NK0463* NAD 83(1986)-  42 44 19.     (N)    093 39 41.     (W)     SCALED    
 NK0463* NAVD 88     -       378.131  (meters)    1240.58   (feet)  ADJUSTED  
 NK0463  ___________________________________________________________________
 NK0463  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 NK0463  DYNAMIC HT  -         378.046 (meters)    1240.31  (feet)  COMP
 NK0463  MODELED GRAV-     980,383.4   (mgal)                       NAVD 88
 NK0463
 NK0463  VERT ORDER  -  SECOND    CLASS 0
 NK0463
 NK0463.The horizontal coordinates were scaled from a topographic map and have
 NK0463.an estimated accuracy of +/- 6 seconds.
 NK0463
 NK0463.The orthometric height was determined by differential leveling
 NK0463.and adjusted by the National Geodetic Survey in June 1991..
 NK0463
 NK0463.The geoid height was determined by GEOID03.
 NK0463
 NK0463.The dynamic height is computed by dividing the NAVD 88
 NK0463.geopotential number by the normal gravity value computed on the
 NK0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0463.degrees latitude (g = 980.6199 gals.).
 NK0463
 NK0463.The modeled gravity was interpolated from observed gravity values.
 NK0463
 NK0463;                    North         East    Units  Estimated Accuracy
 NK0463;SPC IA N     - 1,137,590.    1,486,790.      MT  (+/- 180 meters Scaled)
 NK0463
 NK0463                          SUPERSEDED SURVEY CONTROL
 NK0463
 NK0463  NGVD 29 (??/??/92)  378.128  (m)         1240.57   (f) ADJ UNCH    2 0
 NK0463
 NK0463.Superseded values are not recommended for survey control.
 NK0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0463.See file dsdata.txt to determine how the superseded data were derived.
 NK0463
 NK0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH458320(NAD 83)
 NK0463_MARKER: DB = BENCH MARK DISK
 NK0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0463_SP_SET: CONCRETE MONUMENT
 NK0463_STAMPING: Q 28 1934
 NK0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0463
 NK0463  HISTORY     - Date     Condition        Report By
 NK0463  HISTORY     - 1934     MONUMENTED       CGS
 NK0463  HISTORY     - 1947     GOOD             NGS
 NK0463
 NK0463                          STATION DESCRIPTION
 NK0463
 NK0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NK0463'3.8 MI E FROM CLARION.
 NK0463'3.8 MILES EAST OF THE CHICAGO GREAT WESTERN RAILWAY STATION
 NK0463'AT CLARION, WRIGHT COUNTY, 2.6 MILES WEST OF SOLBERG, 0.6 MILE
 NK0463'WEST OF MILEPOST 340, 45.7 FEET SOUTH OF THE SOUTH RAIL OF THE
 NK0463'TRACK, 1.0 FOOT WEST OF THE FENCE LINE SOUTH, AND 1.5 FEET
 NK0463'NORTH OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED Q 28 1934
 NK0463'AND SET IN THE TOP OF A CONCRETE MONUMENT 4 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0153 ***********************************************************************
 NK0153  DESIGNATION -  Q 29
 NK0153  PID         -  NK0153
 NK0153  STATE/COUNTY-  IA/BUTLER
 NK0153  USGS QUAD   -  ALLISON (1972)
 NK0153
 NK0153                         *CURRENT SURVEY CONTROL
 NK0153  ___________________________________________________________________
 NK0153* NAD 83(1986)-  42 45 17.     (N)    092 50 08.     (W)     SCALED    
 NK0153* NAVD 88     -       311.990  (meters)    1023.59   (feet)  ADJUSTED  
 NK0153  ___________________________________________________________________
 NK0153  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 NK0153  DYNAMIC HT  -         311.878 (meters)    1023.22  (feet)  COMP
 NK0153  MODELED GRAV-     980,252.0   (mgal)                       NAVD 88
 NK0153
 NK0153  VERT ORDER  -  SECOND    CLASS 0
 NK0153
 NK0153.The horizontal coordinates were scaled from a topographic map and have
 NK0153.an estimated accuracy of +/- 6 seconds.
 NK0153
 NK0153.The orthometric height was determined by differential leveling
 NK0153.and adjusted by the National Geodetic Survey in June 1991..
 NK0153
 NK0153.The geoid height was determined by GEOID03.
 NK0153
 NK0153.The dynamic height is computed by dividing the NAVD 88
 NK0153.geopotential number by the normal gravity value computed on the
 NK0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0153.degrees latitude (g = 980.6199 gals.).
 NK0153
 NK0153.The modeled gravity was interpolated from observed gravity values.
 NK0153
 NK0153;                    North         East    Units  Estimated Accuracy
 NK0153;SPC IA N     - 1,139,580.    1,554,390.      MT  (+/- 180 meters Scaled)
 NK0153
 NK0153                          SUPERSEDED SURVEY CONTROL
 NK0153
 NK0153  NGVD 29 (??/??/92)  311.971  (m)         1023.52   (f) ADJ UNCH    2 0
 NK0153
 NK0153.Superseded values are not recommended for survey control.
 NK0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0153.See file dsdata.txt to determine how the superseded data were derived.
 NK0153
 NK0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH134335(NAD 83)
 NK0153_MARKER: DB = BENCH MARK DISK
 NK0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0153_STAMPING: Q 29 1934
 NK0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0153+STABILITY: SURFACE MOTION
 NK0153
 NK0153  HISTORY     - Date     Condition        Report By
 NK0153  HISTORY     - 1934     MONUMENTED       CGS
 NK0153
 NK0153                          STATION DESCRIPTION
 NK0153
 NK0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0153'2.2 MI W FROM ALLISON.
 NK0153'2.2 MILES WEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 NK0153'STATION AT ALLISON, BUTLER COUNTY, OPPOSITE THE FIRST POLE WEST
 NK0153'OF MILEPOLE 297+15, ABOUT 0.3 MILE WEST OF A NORTH-AND-SOUTH
 NK0153'SECTION-ROAD OVERPASS, 45.4 FEET NORTH OF THE NORTH RAIL, 34.0
 NK0153'FEET EAST OF A FARM FENCE CORNER, AND 1.2 FEET SOUTH OF THE
 NK0153'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 29 1934 AND SET
 NK0153'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 NK0153'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0067 ***********************************************************************
 MJ0067  DESIGNATION -  Q 3
 MJ0067  PID         -  MJ0067
 MJ0067  STATE/COUNTY-  IA/BOONE
 MJ0067  USGS QUAD   -  RIPPEY (1982)
 MJ0067
 MJ0067                         *CURRENT SURVEY CONTROL
 MJ0067  ___________________________________________________________________
 MJ0067* NAD 83(1986)-  41 55 14.     (N)    094 07 57.     (W)     SCALED    
 MJ0067* NAVD 88     -       304.247  (meters)     998.18   (feet)  ADJUSTED  
 MJ0067  ___________________________________________________________________
 MJ0067  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 MJ0067  DYNAMIC HT  -         304.148 (meters)     997.86  (feet)  COMP
 MJ0067  MODELED GRAV-     980,289.6   (mgal)                       NAVD 88
 MJ0067
 MJ0067  VERT ORDER  -  FIRST     CLASS II
 MJ0067
 MJ0067.The horizontal coordinates were scaled from a topographic map and have
 MJ0067.an estimated accuracy of +/- 6 seconds.
 MJ0067
 MJ0067.The orthometric height was determined by differential leveling
 MJ0067.and adjusted by the National Geodetic Survey in June 1991..
 MJ0067
 MJ0067.The geoid height was determined by GEOID03.
 MJ0067
 MJ0067.The dynamic height is computed by dividing the NAVD 88
 MJ0067.geopotential number by the normal gravity value computed on the
 MJ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0067.degrees latitude (g = 980.6199 gals.).
 MJ0067
 MJ0067.The modeled gravity was interpolated from observed gravity values.
 MJ0067
 MJ0067;                    North         East    Units  Estimated Accuracy
 MJ0067;SPC IA N     - 1,046,910.    1,447,530.      MT  (+/- 180 meters Scaled)
 MJ0067
 MJ0067                          SUPERSEDED SURVEY CONTROL
 MJ0067
 MJ0067  NGVD 29 (??/??/92)  304.222  (m)          998.10   (f) ADJ UNCH    1 2
 MJ0067
 MJ0067.Superseded values are not recommended for survey control.
 MJ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0067.See file dsdata.txt to determine how the superseded data were derived.
 MJ0067
 MJ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG060415(NAD 83)
 MJ0067_MARKER: DB = BENCH MARK DISK
 MJ0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0067_SP_SET: CULVERT
 MJ0067_STAMPING: Q 3 1930
 MJ0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0067
 MJ0067  HISTORY     - Date     Condition        Report By
 MJ0067  HISTORY     - 1930     MONUMENTED       CGS
 MJ0067  HISTORY     - 1934     POOR             NGS
 MJ0067
 MJ0067                          STATION DESCRIPTION
 MJ0067
 MJ0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MJ0067'2 MI S FROM BERKLEY.
 MJ0067'2.0 MILES SOUTH ALONG THE ABANDONED MINNEAPOLIS AND ST. LOUIS
 MJ0067'RAILROAD FROM BERKLEY, BOONE COUNTY, ABOUT 1/2 MILE SOUTHWEST
 MJ0067'OF MILEPOST 267, 350 FEET SOUTHWEST OF A ROAD CROSSING, AT A
 MJ0067'DOUBLE CAST-IRON PIPE CULVERT, AND IN THE TOP OF THE NORTHWEST
 MJ0067'HEADWALL.  A STANDARD DISK, STAMPED Q 3 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0130 ***********************************************************************
 NK0130  DESIGNATION -  Q 30
 NK0130  PID         -  NK0130
 NK0130  STATE/COUNTY-  IA/GRUNDY
 NK0130  USGS QUAD   -  HOLLAND (1979)
 NK0130
 NK0130                         *CURRENT SURVEY CONTROL
 NK0130  ___________________________________________________________________
 NK0130* NAD 83(1986)-  42 23 54.     (N)    092 48 06.     (W)     SCALED    
 NK0130* NAVD 88     -       304.702  (meters)     999.68   (feet)  ADJUSTED  
 NK0130  ___________________________________________________________________
 NK0130  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 NK0130  DYNAMIC HT  -         304.585 (meters)     999.29  (feet)  COMP
 NK0130  MODELED GRAV-     980,228.1   (mgal)                       NAVD 88
 NK0130
 NK0130  VERT ORDER  -  SECOND    CLASS 0
 NK0130
 NK0130.The horizontal coordinates were scaled from a topographic map and have
 NK0130.an estimated accuracy of +/- 6 seconds.
 NK0130
 NK0130.The orthometric height was determined by differential leveling
 NK0130.and adjusted by the National Geodetic Survey in June 1991..
 NK0130
 NK0130.The geoid height was determined by GEOID03.
 NK0130
 NK0130.The dynamic height is computed by dividing the NAVD 88
 NK0130.geopotential number by the normal gravity value computed on the
 NK0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0130.degrees latitude (g = 980.6199 gals.).
 NK0130
 NK0130.The modeled gravity was interpolated from observed gravity values.
 NK0130
 NK0130;                    North         East    Units  Estimated Accuracy
 NK0130;SPC IA N     - 1,100,020.    1,557,490.      MT  (+/- 180 meters Scaled)
 NK0130
 NK0130                          SUPERSEDED SURVEY CONTROL
 NK0130
 NK0130  NGVD 29 (??/??/92)  304.677  (m)          999.59   (f) ADJ UNCH    2 0
 NK0130
 NK0130.Superseded values are not recommended for survey control.
 NK0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0130.See file dsdata.txt to determine how the superseded data were derived.
 NK0130
 NK0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG163940(NAD 83)
 NK0130_MARKER: DB = BENCH MARK DISK
 NK0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0130_STAMPING: Q 30 1934
 NK0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0130+STABILITY: SURFACE MOTION
 NK0130
 NK0130  HISTORY     - Date     Condition        Report By
 NK0130  HISTORY     - 1934     MONUMENTED       CGS
 NK0130  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0130
 NK0130                          STATION DESCRIPTION
 NK0130
 NK0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0130'AT HOLLAND.
 NK0130'AT HOLLAND, GRUNDY COUNTY, 113 YARDS NORTHWEST OF THE CHICAGO,
 NK0130'ROCK ISLAND AND PACIFIC RAILWAY STATION, 32 FEET SOUTHWEST OF THE
 NK0130'SOUTHWEST RAIL OF THE NORTHEAST SIDETRACK, 18.3 FEET NORTHEAST
 NK0130'OF THE NORTHEAST RAIL OF THE MAIN TRACK, AND IN LINE WITH A
 NK0130'ROW OF POLES.  A STANDARD DISK, STAMPED Q 30 1934 AND SET IN THE
 NK0130'TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 NK0130
 NK0130                          STATION RECOVERY (1974)
 NK0130
 NK0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0426 ***********************************************************************
 NK0426  DESIGNATION -  Q 31
 NK0426  PID         -  NK0426
 NK0426  STATE/COUNTY-  IA/HAMILTON
 NK0426  USGS QUAD   -  WILLIAMS (1978)
 NK0426
 NK0426                         *CURRENT SURVEY CONTROL
 NK0426  ___________________________________________________________________
 NK0426* NAD 83(1986)-  42 29 07.     (N)    093 35 25.     (W)     SCALED    
 NK0426* NAVD 88     -       362.987  (meters)    1190.90   (feet)  ADJUSTED  
 NK0426  ___________________________________________________________________
 NK0426  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 NK0426  DYNAMIC HT  -         362.904 (meters)    1190.63  (feet)  COMP
 NK0426  MODELED GRAV-     980,379.8   (mgal)                       NAVD 88
 NK0426
 NK0426  VERT ORDER  -  SECOND    CLASS 0
 NK0426
 NK0426.The horizontal coordinates were scaled from a topographic map and have
 NK0426.an estimated accuracy of +/- 6 seconds.
 NK0426
 NK0426.The orthometric height was determined by differential leveling
 NK0426.and adjusted by the National Geodetic Survey in June 1991..
 NK0426
 NK0426.The geoid height was determined by GEOID03.
 NK0426
 NK0426.The dynamic height is computed by dividing the NAVD 88
 NK0426.geopotential number by the normal gravity value computed on the
 NK0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0426.degrees latitude (g = 980.6199 gals.).
 NK0426
 NK0426.The modeled gravity was interpolated from observed gravity values.
 NK0426
 NK0426;                    North         East    Units  Estimated Accuracy
 NK0426;SPC IA N     - 1,109,450.    1,492,580.      MT  (+/- 180 meters Scaled)
 NK0426
 NK0426                          SUPERSEDED SURVEY CONTROL
 NK0426
 NK0426  NGVD 29 (??/??/92)  362.995  (m)         1190.93   (f) ADJ UNCH    2 0
 NK0426
 NK0426.Superseded values are not recommended for survey control.
 NK0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0426.See file dsdata.txt to determine how the superseded data were derived.
 NK0426
 NK0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH514038(NAD 83)
 NK0426_MARKER: DB = BENCH MARK DISK
 NK0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0426_STAMPING: Q 31 1934
 NK0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0426+STABILITY: SURFACE MOTION
 NK0426
 NK0426  HISTORY     - Date     Condition        Report By
 NK0426  HISTORY     - 1934     MONUMENTED       CGS
 NK0426
 NK0426                          STATION DESCRIPTION
 NK0426
 NK0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0426'2.6 MI E FROM BLAIRSBURG.
 NK0426'2.6 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NK0426'STATION AT BLAIRSBURG, 86 FEET NORTHEAST OF A ROAD CROSSING, 46
 NK0426'FEET NORTH OF THE NORTH RAIL, AND 1.9 FEET SOUTH OF THE
 NK0426'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 31 1934 AND SET
 NK0426'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0369 ***********************************************************************
 NK0369  DESIGNATION -  Q 32
 NK0369  PID         -  NK0369
 NK0369  STATE/COUNTY-  IA/BOONE
 NK0369  USGS QUAD   -  BOONE EAST (1976)
 NK0369
 NK0369                         *CURRENT SURVEY CONTROL
 NK0369  ___________________________________________________________________
 NK0369* NAD 83(1986)-  42 03 55.     (N)    093 52 26.     (W)     SCALED    
 NK0369* NAVD 88     -       345.469  (meters)    1133.43   (feet)  ADJUSTED  
 NK0369  ___________________________________________________________________
 NK0369  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 NK0369  DYNAMIC HT  -         345.366 (meters)    1133.09  (feet)  COMP
 NK0369  MODELED GRAV-     980,313.9   (mgal)                       NAVD 88
 NK0369
 NK0369  VERT ORDER  -  SECOND    CLASS 0
 NK0369
 NK0369.The horizontal coordinates were scaled from a topographic map and have
 NK0369.an estimated accuracy of +/- 6 seconds.
 NK0369
 NK0369.The orthometric height was determined by differential leveling
 NK0369.and adjusted by the National Geodetic Survey in June 1991..
 NK0369
 NK0369.The geoid height was determined by GEOID03.
 NK0369
 NK0369.The dynamic height is computed by dividing the NAVD 88
 NK0369.geopotential number by the normal gravity value computed on the
 NK0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0369.degrees latitude (g = 980.6199 gals.).
 NK0369
 NK0369.The modeled gravity was interpolated from observed gravity values.
 NK0369
 NK0369;                    North         East    Units  Estimated Accuracy
 NK0369;SPC IA N     - 1,062,860.    1,469,060.      MT  (+/- 180 meters Scaled)
 NK0369
 NK0369                          SUPERSEDED SURVEY CONTROL
 NK0369
 NK0369  NGVD 29 (??/??/92)  345.434  (m)         1133.31   (f) ADJ UNCH    2 0
 NK0369
 NK0369.Superseded values are not recommended for survey control.
 NK0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0369.See file dsdata.txt to determine how the superseded data were derived.
 NK0369
 NK0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG277573(NAD 83)
 NK0369_MARKER: DB = BENCH MARK DISK
 NK0369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0369_SP_SET: BRIDGE
 NK0369_STAMPING: Q 32 1934
 NK0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NK0369+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2001
 NK0369
 NK0369  HISTORY     - Date     Condition        Report By
 NK0369  HISTORY     - 1934     MONUMENTED       CGS
 NK0369  HISTORY     - 20011016 GOOD             INDIV
 NK0369
 NK0369                          STATION DESCRIPTION
 NK0369
 NK0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0369'AT BOONE.
 NK0369'AT BOONE, 0.6 MILE EAST OF THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0369'STATION, AT AN OVERHEAD BRIDGE, IN THE TOP OF THE NORTH END OF
 NK0369'THE WEST CONCRETE ABUTMENT, 8.5 FEET NORTH OF THE NORTH RAIL OF
 NK0369'THE NORTH TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 NK0369'STANDARD DISK, STAMPED Q 32 1934.
 NK0369
 NK0369                          STATION RECOVERY (2001)
 NK0369
 NK0369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (NMM)
 NK0369'AT LINN ST. OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0397 ***********************************************************************
 MH0397  DESIGNATION -  Q 33
 MH0397  PID         -  MH0397
 MH0397  STATE/COUNTY-  IA/STORY
 MH0397  USGS QUAD   -  HUXLEY (1975)
 MH0397
 MH0397                         *CURRENT SURVEY CONTROL
 MH0397  ___________________________________________________________________
 MH0397* NAD 83(1986)-  41 52 41.     (N)    093 31 19.     (W)     SCALED    
 MH0397* NAVD 88     -       260.233  (meters)     853.78   (feet)  ADJUSTED  
 MH0397  ___________________________________________________________________
 MH0397  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 MH0397  DYNAMIC HT  -         260.127 (meters)     853.43  (feet)  COMP
 MH0397  MODELED GRAV-     980,206.8   (mgal)                       NAVD 88
 MH0397
 MH0397  VERT ORDER  -  SECOND    CLASS 0
 MH0397
 MH0397.The horizontal coordinates were scaled from a topographic map and have
 MH0397.an estimated accuracy of +/- 6 seconds.
 MH0397
 MH0397.The orthometric height was determined by differential leveling
 MH0397.and adjusted by the National Geodetic Survey in June 1991..
 MH0397
 MH0397.The geoid height was determined by GEOID03.
 MH0397
 MH0397.The dynamic height is computed by dividing the NAVD 88
 MH0397.geopotential number by the normal gravity value computed on the
 MH0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0397.degrees latitude (g = 980.6199 gals.).
 MH0397
 MH0397.The modeled gravity was interpolated from observed gravity values.
 MH0397
 MH0397;                    North         East    Units  Estimated Accuracy
 MH0397;SPC IA N     - 1,041,990.    1,498,180.      MT  (+/- 180 meters Scaled)
 MH0397
 MH0397                          SUPERSEDED SURVEY CONTROL
 MH0397
 MH0397  NGVD 29 (??/??/92)  260.21   (m)          853.7    (f) COMPUTED    2 0
 MH0397
 MH0397.Superseded values are not recommended for survey control.
 MH0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0397.See file dsdata.txt to determine how the superseded data were derived.
 MH0397
 MH0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG566363(NAD 83)
 MH0397_MARKER: DB = BENCH MARK DISK
 MH0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0397_STAMPING: Q-33-1934
 MH0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0397+STABILITY: SURFACE MOTION
 MH0397
 MH0397  HISTORY     - Date     Condition        Report By
 MH0397  HISTORY     - 1934     MONUMENTED       CGS
 MH0397
 MH0397                          STATION DESCRIPTION
 MH0397
 MH0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0397'1.3 MI S FROM CAMBRIDGE.
 MH0397'IS LOCATED 1.3 MILES SOUTH OF THE CHICAGO, ROCK ISLAND AND
 MH0397'PACIFIC DEPOT AT CAMPBRIDGE, 44.7 FEET EAST OF EAST RAIL OF TRACK,
 MH0397'40 FEET SOUTH OF CENTERLINE OF STATE HIGHWAY 210, 5.6 FEET
 MH0397'SOUTHWEST OF CORNER FENCE POST, 2.2 FEET WEST OF R/W FENCE.
 MH0397'STANDARD TABLET SET IN TOP OF CONCRETE POST 3 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0398 ***********************************************************************
 MH0398  DESIGNATION -  Q 33 RESET
 MH0398  PID         -  MH0398
 MH0398  STATE/COUNTY-  IA/STORY
 MH0398  USGS QUAD   -  HUXLEY (1975)
 MH0398
 MH0398                         *CURRENT SURVEY CONTROL
 MH0398  ___________________________________________________________________
 MH0398* NAD 83(1986)-  41 52 41.     (N)    093 31 18.     (W)     SCALED    
 MH0398* NAVD 88     -       261.15   (+/-2cm)     856.8    (feet)  VERTCON   
 MH0398  ___________________________________________________________________
 MH0398  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 MH0398
 MH0398  VERT ORDER  -  ? (See Below)
 MH0398
 MH0398.The horizontal coordinates were scaled from a topographic map and have
 MH0398.an estimated accuracy of +/- 6 seconds.
 MH0398
 MH0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0398.The vertical order pertains to the NGVD 29 superseded value.
 MH0398
 MH0398.The geoid height was determined by GEOID03.
 MH0398
 MH0398;                    North         East    Units  Estimated Accuracy
 MH0398;SPC IA N     - 1,041,990.    1,498,200.      MT  (+/- 180 meters Scaled)
 MH0398
 MH0398                          SUPERSEDED SURVEY CONTROL
 MH0398
 MH0398  NGVD 29 (??/??/92)  261.118  (m)          856.68   (f) ADJ UNCH    ?  
 MH0398
 MH0398.Superseded values are not recommended for survey control.
 MH0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0398.See file dsdata.txt to determine how the superseded data were derived.
 MH0398
 MH0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG567363(NAD 83)
 MH0398_MARKER: DB = BENCH MARK DISK
 MH0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0398_STAMPING: Q 33 RESET 1939
 MH0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0398+STABILITY: SURFACE MOTION
 MH0398
 MH0398  HISTORY     - Date     Condition        Report By
 MH0398  HISTORY     - 1939     MONUMENTED       IOWAGS
 MH0398
 MH0398                          STATION DESCRIPTION
 MH0398
 MH0398'DESCRIBED BY IOWA GEODETIC SURVEY 1939
 MH0398'1.3 MI S FROM CAMBRIDGE.
 MH0398'1.3 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0398'RAILWAY FROM THE STATION AT CAMBRIDGE, STORY COUNTY, 63.3 FEET
 MH0398'NORTHEAST OF A CROSS ON THE FACE OF THE EAST PILLAR OF AN
 MH0398'OVERHEAD CROSSING, 45.9 FEET EAST OF THE EAST RAIL, AND 3.3 FEET
 MH0398'NORTHWEST OF A POWERLINE POLE.  A STANDARD DISK, STAMPED Q 33
 MH0398'RESET 1939 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 MH0398'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY
 MH0398'ENGINEERS OF THE IOWA GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0693 ***********************************************************************
 OO0693  DESIGNATION -  Q 34
 OO0693  PID         -  OO0693
 OO0693  STATE/COUNTY-  IA/WINNEBAGO
 OO0693  USGS QUAD   -  LAKE MILLS (1972)
 OO0693
 OO0693                         *CURRENT SURVEY CONTROL
 OO0693  ___________________________________________________________________
 OO0693* NAD 83(1986)-  43 24 03.     (N)    093 35 55.     (W)     SCALED    
 OO0693* NAVD 88     -       374.093  (meters)    1227.34   (feet)  ADJUSTED  
 OO0693  ___________________________________________________________________
 OO0693  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 OO0693  DYNAMIC HT  -         373.983 (meters)    1226.98  (feet)  COMP
 OO0693  MODELED GRAV-     980,316.7   (mgal)                       NAVD 88
 OO0693
 OO0693  VERT ORDER  -  SECOND    CLASS 0
 OO0693
 OO0693.The horizontal coordinates were scaled from a topographic map and have
 OO0693.an estimated accuracy of +/- 6 seconds.
 OO0693
 OO0693.The orthometric height was determined by differential leveling
 OO0693.and adjusted by the National Geodetic Survey in June 1991..
 OO0693
 OO0693.The geoid height was determined by GEOID03.
 OO0693
 OO0693.The dynamic height is computed by dividing the NAVD 88
 OO0693.geopotential number by the normal gravity value computed on the
 OO0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0693.degrees latitude (g = 980.6199 gals.).
 OO0693
 OO0693.The modeled gravity was interpolated from observed gravity values.
 OO0693
 OO0693;                    North         East    Units  Estimated Accuracy
 OO0693;SPC IA N     - 1,211,150.    1,492,010.      MT  (+/- 180 meters Scaled)
 OO0693
 OO0693                          SUPERSEDED SURVEY CONTROL
 OO0693
 OO0693  NGVD 29 (??/??/92)  374.055  (m)         1227.21   (f) ADJ UNCH    2 0
 OO0693
 OO0693.Superseded values are not recommended for survey control.
 OO0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0693.See file dsdata.txt to determine how the superseded data were derived.
 OO0693
 OO0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ515055(NAD 83)
 OO0693_MARKER: DB = BENCH MARK DISK
 OO0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0693_STAMPING: Q 34 1934
 OO0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0693+STABILITY: SURFACE MOTION
 OO0693
 OO0693  HISTORY     - Date     Condition        Report By
 OO0693  HISTORY     - 1934     MONUMENTED       CGS
 OO0693
 OO0693                          STATION DESCRIPTION
 OO0693
 OO0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0693'4 MI SW FROM LAKE MILLS.
 OO0693'4 MILES SOUTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILWAY FROM THE
 OO0693'STATION AT LAKE MILLS, AT A GRAVEL ROAD CROSSING, 78 FEET SOUTH OF THE
 OO0693'CENTERLINE OF THE ROAD, 44 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 43
 OO0693'FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE CORNER, AND 2 FEET NORTHWEST OF
 OO0693'THE FENCE.  A STANDARD DISK, STAMPED Q 34 1934 AND SET IN THE TOP OF A
 OO0693'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. NOTE-- THE MINNEAPOLIS
 OO0693'AND ST. LOUIS RAILWAY HAS BEEN MERGED WITH THE CHICAGO AND
 OO0693'NORTHWESTERN RAILWAY ON NOVEMBER 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0650 ***********************************************************************
 OO0650  DESIGNATION -  Q 35
 OO0650  PID         -  OO0650
 OO0650  STATE/COUNTY-  IA/WORTH
 OO0650  USGS QUAD   -  MANLY (1972)
 OO0650
 OO0650                         *CURRENT SURVEY CONTROL
 OO0650  ___________________________________________________________________
 OO0650* NAD 83(1986)-  43 20 33.     (N)    093 09 04.     (W)     SCALED    
 OO0650* NAVD 88     -       358.656  (meters)    1176.69   (feet)  ADJUSTED  
 OO0650  ___________________________________________________________________
 OO0650  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 OO0650  DYNAMIC HT  -         358.588 (meters)    1176.47  (feet)  COMP
 OO0650  MODELED GRAV-     980,418.8   (mgal)                       NAVD 88
 OO0650
 OO0650  VERT ORDER  -  SECOND    CLASS 0
 OO0650
 OO0650.The horizontal coordinates were scaled from a topographic map and have
 OO0650.an estimated accuracy of +/- 6 seconds.
 OO0650
 OO0650.The orthometric height was determined by differential leveling
 OO0650.and adjusted by the National Geodetic Survey in June 1991..
 OO0650
 OO0650.The geoid height was determined by GEOID03.
 OO0650
 OO0650.The dynamic height is computed by dividing the NAVD 88
 OO0650.geopotential number by the normal gravity value computed on the
 OO0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0650.degrees latitude (g = 980.6199 gals.).
 OO0650
 OO0650.The modeled gravity was interpolated from observed gravity values.
 OO0650
 OO0650;                    North         East    Units  Estimated Accuracy
 OO0650;SPC IA N     - 1,204,730.    1,528,290.      MT  (+/- 180 meters Scaled)
 OO0650
 OO0650                          SUPERSEDED SURVEY CONTROL
 OO0650
 OO0650  NGVD 29 (??/??/92)  358.673  (m)         1176.75   (f) ADJ UNCH    2 0
 OO0650
 OO0650.Superseded values are not recommended for survey control.
 OO0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0650.See file dsdata.txt to determine how the superseded data were derived.
 OO0650
 OO0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH877988(NAD 83)
 OO0650_MARKER: DB = BENCH MARK DISK
 OO0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0650_STAMPING: Q 35 1934
 OO0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0650+STABILITY: SURFACE MOTION
 OO0650
 OO0650  HISTORY     - Date     Condition        Report By
 OO0650  HISTORY     - 1934     MONUMENTED       CGS
 OO0650
 OO0650                          STATION DESCRIPTION
 OO0650
 OO0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0650'4.4 MI NE FROM MANLY.
 OO0650'4.4 MILES NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0650'UNION STATION AT MANLY, WORTH COUNTY, 114 FEET NORTHEAST OF THE CENTER
 OO0650'OF A COUNTY-ROAD CROSSING, 35 FEET NORTH OF THE CENTERLINE OF THE
 OO0650'COUNTY ROAD, 44.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 OO0650'TRACK, 4.5 FEET NORTHEAST OF THE END OF THE RIGHT-OF-WAY FENCE, AND
 OO0650'1.5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OO0650'STAMPED Q 35 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OO0650'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0295 ***********************************************************************
 OO0295  DESIGNATION -  Q 36
 OO0295  PID         -  OO0295
 OO0295  STATE/COUNTY-  IA/FLOYD
 OO0295  USGS QUAD   -  BASSETT (1971)
 OO0295
 OO0295                         *CURRENT SURVEY CONTROL
 OO0295  ___________________________________________________________________
 OO0295* NAD 83(1986)-  43 04 56.     (N)    092 36 48.     (W)     SCALED    
 OO0295* NAVD 88     -       344.653  (meters)    1130.75   (feet)  ADJUSTED  
 OO0295  ___________________________________________________________________
 OO0295  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 OO0295  DYNAMIC HT  -         344.547 (meters)    1130.40  (feet)  COMP
 OO0295  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 OO0295
 OO0295  VERT ORDER  -  SECOND    CLASS 0
 OO0295
 OO0295.The horizontal coordinates were scaled from a topographic map and have
 OO0295.an estimated accuracy of +/- 6 seconds.
 OO0295
 OO0295.The orthometric height was determined by differential leveling
 OO0295.and adjusted by the National Geodetic Survey in June 1991..
 OO0295
 OO0295.The geoid height was determined by GEOID03.
 OO0295
 OO0295.The dynamic height is computed by dividing the NAVD 88
 OO0295.geopotential number by the normal gravity value computed on the
 OO0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0295.degrees latitude (g = 980.6199 gals.).
 OO0295
 OO0295.The modeled gravity was interpolated from observed gravity values.
 OO0295
 OO0295;                    North         East    Units  Estimated Accuracy
 OO0295;SPC IA N     - 1,176,130.    1,572,200.      MT  (+/- 180 meters Scaled)
 OO0295
 OO0295                          SUPERSEDED SURVEY CONTROL
 OO0295
 OO0295  NGVD 29 (??/??/92)  344.636  (m)         1130.69   (f) ADJ UNCH    2 0
 OO0295
 OO0295.Superseded values are not recommended for survey control.
 OO0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0295.See file dsdata.txt to determine how the superseded data were derived.
 OO0295
 OO0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH314700(NAD 83)
 OO0295_MARKER: DB = BENCH MARK DISK
 OO0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0295_STAMPING: Q 36 1934
 OO0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0295+STABILITY: SURFACE MOTION
 OO0295
 OO0295  HISTORY     - Date     Condition        Report By
 OO0295  HISTORY     - 1934     MONUMENTED       CGS
 OO0295  HISTORY     - 1969     MARK NOT FOUND   USGS
 OO0295
 OO0295                          STATION DESCRIPTION
 OO0295
 OO0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0295'3.2 MI E FROM CHARLES CITY.
 OO0295'3.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0295'RAILROAD FROM THE STATION AT CHARLES CITY, FLOYD COUNTY, 44 FEET
 OO0295'SOUTHEAST OF A SWITCH LOCATED AT THE WEST END OF A SIDETRACK, 40.6
 OO0295'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 4 FEET NORTH OF
 OO0295'THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED Q 36 1934 AND SET IN
 OO0295'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OO0295
 OO0295                          STATION RECOVERY (1969)
 OO0295
 OO0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OO0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0484 ***********************************************************************
 ON0484  DESIGNATION -  Q 37
 ON0484  PID         -  ON0484
 ON0484  STATE/COUNTY-  IA/WINNESHIEK
 ON0484  USGS QUAD   -  CALMAR (1981)
 ON0484
 ON0484                         *CURRENT SURVEY CONTROL
 ON0484  ___________________________________________________________________
 ON0484* NAD 83(1986)-  43 11 05.     (N)    091 52 10.     (W)     SCALED    
 ON0484* NAVD 88     -       385.344  (meters)    1264.25   (feet)  ADJUSTED  
 ON0484  ___________________________________________________________________
 ON0484  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 ON0484  DYNAMIC HT  -         385.245 (meters)    1263.92  (feet)  COMP
 ON0484  MODELED GRAV-     980,350.5   (mgal)                       NAVD 88
 ON0484
 ON0484  VERT ORDER  -  SECOND    CLASS 0
 ON0484
 ON0484.The horizontal coordinates were scaled from a topographic map and have
 ON0484.an estimated accuracy of +/- 6 seconds.
 ON0484
 ON0484.The orthometric height was determined by differential leveling
 ON0484.and adjusted by the National Geodetic Survey in June 1991..
 ON0484
 ON0484.The geoid height was determined by GEOID03.
 ON0484
 ON0484.The dynamic height is computed by dividing the NAVD 88
 ON0484.geopotential number by the normal gravity value computed on the
 ON0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0484.degrees latitude (g = 980.6199 gals.).
 ON0484
 ON0484.The modeled gravity was interpolated from observed gravity values.
 ON0484
 ON0484;                    North         East    Units  Estimated Accuracy
 ON0484;SPC IA N     - 1,188,420.    1,632,550.      MT  (+/- 180 meters Scaled)
 ON0484
 ON0484                          SUPERSEDED SURVEY CONTROL
 ON0484
 ON0484  NGVD 29 (??/??/92)  385.353  (m)         1264.28   (f) ADJ UNCH    2 0
 ON0484
 ON0484.Superseded values are not recommended for survey control.
 ON0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0484.See file dsdata.txt to determine how the superseded data were derived.
 ON0484
 ON0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH918819(NAD 83)
 ON0484_MARKER: DB = BENCH MARK DISK
 ON0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0484_STAMPING: Q 37 1934
 ON0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0484+STABILITY: SURFACE MOTION
 ON0484
 ON0484  HISTORY     - Date     Condition        Report By
 ON0484  HISTORY     - 1934     MONUMENTED       CGS
 ON0484  HISTORY     - 1934     GOOD             NGS
 ON0484  HISTORY     - 1977     MARK NOT FOUND   USGS
 ON0484
 ON0484                          STATION DESCRIPTION
 ON0484
 ON0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0484'AT CALMAR.
 ON0484'AT CALMAR, WINNESHIEK COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 ON0484'PAUL AND PACIFIC RAILROAD, 0.2 MILE SOUTHWEST OF THE STATION,
 ON0484'48 FEET EAST OF A SWITCH AND THE SOUTHWEST END OF A SIDE TRACK,
 ON0484'70.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK LEADING
 ON0484'TO LE ROY, AND 53 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 ON0484'TRACK LEADING TO MASON CITY.  A STANDARD DISK, STAMPED Q 37
 ON0484'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 ON0484'INCHES ABOVE GROUND.
 ON0484
 ON0484                          STATION RECOVERY (1977)
 ON0484
 ON0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0031 ***********************************************************************
 NK0031  DESIGNATION -  Q 38
 NK0031  PID         -  NK0031
 NK0031  STATE/COUNTY-  IA/CHICKASAW
 NK0031  USGS QUAD   -  FREDERICKSBURG (1971)
 NK0031
 NK0031                         *CURRENT SURVEY CONTROL
 NK0031  ___________________________________________________________________
 NK0031* NAD 83(1986)-  42 57 47.     (N)    092 12 12.     (W)     SCALED    
 NK0031* NAVD 88     -       327.414  (meters)    1074.19   (feet)  ADJUSTED  
 NK0031  ___________________________________________________________________
 NK0031  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 NK0031  DYNAMIC HT  -         327.321 (meters)    1073.89  (feet)  COMP
 NK0031  MODELED GRAV-     980,329.2   (mgal)                       NAVD 88
 NK0031
 NK0031  VERT ORDER  -  SECOND    CLASS 0
 NK0031
 NK0031.The horizontal coordinates were scaled from a topographic map and have
 NK0031.an estimated accuracy of +/- 6 seconds.
 NK0031
 NK0031.The orthometric height was determined by differential leveling
 NK0031.and adjusted by the National Geodetic Survey in June 1991..
 NK0031
 NK0031.The geoid height was determined by GEOID03.
 NK0031
 NK0031.The dynamic height is computed by dividing the NAVD 88
 NK0031.geopotential number by the normal gravity value computed on the
 NK0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0031.degrees latitude (g = 980.6199 gals.).
 NK0031
 NK0031.The modeled gravity was interpolated from observed gravity values.
 NK0031
 NK0031;                    North         East    Units  Estimated Accuracy
 NK0031;SPC IA N     - 1,163,320.    1,605,790.      MT  (+/- 180 meters Scaled)
 NK0031
 NK0031                          SUPERSEDED SURVEY CONTROL
 NK0031
 NK0031  NGVD 29 (??/??/92)  327.424  (m)         1074.22   (f) ADJ UNCH    2 0
 NK0031
 NK0031.Superseded values are not recommended for survey control.
 NK0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0031.See file dsdata.txt to determine how the superseded data were derived.
 NK0031
 NK0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH649570(NAD 83)
 NK0031_MARKER: DB = BENCH MARK DISK
 NK0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0031_STAMPING: Q 38 1934
 NK0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0031+STABILITY: SURFACE MOTION
 NK0031
 NK0031  HISTORY     - Date     Condition        Report By
 NK0031  HISTORY     - 1934     MONUMENTED       CGS
 NK0031  HISTORY     - 1942     GOOD             NGS
 NK0031  HISTORY     - 1971     MARK NOT FOUND   USGS
 NK0031  HISTORY     - 1984     MARK NOT FOUND   NGS
 NK0031
 NK0031                          STATION DESCRIPTION
 NK0031
 NK0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NK0031'AT FREDERICKSBURG.
 NK0031'AT FREDERICKSBURG, CHICKASAW COUNTY, 180 FEET SOUTHEAST OF THE
 NK0031'SOUTHEAST CORNER OF THE CHICAGO, GREAT WESTERN RAILROAD STATION,
 NK0031'130 YARDS SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 18, 78.4 FEET
 NK0031'EAST OF THE EAST RAIL OF A PASSING TRACK, 64.3 FEET EAST OF THE
 NK0031'EAST RAIL OF THE MAIN TRACK, AND 13 FEET NORTH OF THE SECOND POLE
 NK0031'SOUTH OF THE STATION.  A STANDARD DISK, STAMPED Q 38 1934 AND SET
 NK0031'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 NK0031'GROUND.
 NK0031
 NK0031                          STATION RECOVERY (1971)
 NK0031
 NK0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NK0031'MARK NOT FOUND.
 NK0031
 NK0031                          STATION RECOVERY (1984)
 NK0031
 NK0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NK0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0176 ***********************************************************************
 NK0176  DESIGNATION -  Q 39
 NK0176  PID         -  NK0176
 NK0176  STATE/COUNTY-  IA/BREMER
 NK0176  USGS QUAD   -  NASHUA (1971)
 NK0176
 NK0176                         *CURRENT SURVEY CONTROL
 NK0176  ___________________________________________________________________
 NK0176* NAD 83(1986)-  42 54 14.     (N)    092 32 38.     (W)     SCALED    
 NK0176* NAVD 88     -       292.034  (meters)     958.11   (feet)  ADJUSTED  
 NK0176  ___________________________________________________________________
 NK0176  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 NK0176  DYNAMIC HT  -         291.940 (meters)     957.81  (feet)  COMP
 NK0176  MODELED GRAV-     980,293.5   (mgal)                       NAVD 88
 NK0176
 NK0176  VERT ORDER  -  SECOND    CLASS 0
 NK0176
 NK0176.The horizontal coordinates were scaled from a topographic map and have
 NK0176.an estimated accuracy of +/- 6 seconds.
 NK0176
 NK0176.The orthometric height was determined by differential leveling
 NK0176.and adjusted by the National Geodetic Survey in June 1991..
 NK0176
 NK0176.The geoid height was determined by GEOID03.
 NK0176
 NK0176.The dynamic height is computed by dividing the NAVD 88
 NK0176.geopotential number by the normal gravity value computed on the
 NK0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0176.degrees latitude (g = 980.6199 gals.).
 NK0176
 NK0176.The modeled gravity was interpolated from observed gravity values.
 NK0176
 NK0176;                    North         East    Units  Estimated Accuracy
 NK0176;SPC IA N     - 1,156,380.    1,578,080.      MT  (+/- 180 meters Scaled)
 NK0176
 NK0176                          SUPERSEDED SURVEY CONTROL
 NK0176
 NK0176  NGVD 29 (??/??/92)  292.029  (m)          958.10   (f) ADJ UNCH    2 0
 NK0176
 NK0176.Superseded values are not recommended for survey control.
 NK0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0176.See file dsdata.txt to determine how the superseded data were derived.
 NK0176
 NK0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH372502(NAD 83)
 NK0176_MARKER: DB = BENCH MARK DISK
 NK0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0176_STAMPING: Q 39 1934
 NK0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0176+STABILITY: SURFACE MOTION
 NK0176
 NK0176  HISTORY     - Date     Condition        Report By
 NK0176  HISTORY     - 1934     MONUMENTED       CGS
 NK0176  HISTORY     - 1971     MARK NOT FOUND   USGS
 NK0176
 NK0176                          STATION DESCRIPTION
 NK0176
 NK0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0176'4.3 MI N FROM PLAINFIELD.
 NK0176'4.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NK0176'STATION AT PLAINFIELD, BREMER COUNTY, 52 YARDS EAST OF THE CENTER
 NK0176'LINE OF U.S. HIGHWAY 218, 46 FEET EAST OF THE EAST RAIL, AND 1.4
 NK0176'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 NK0176'Q 39 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NK0176'INCHES ABOVE GROUND.
 NK0176
 NK0176                          STATION RECOVERY (1971)
 NK0176
 NK0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NK0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0373 ***********************************************************************
 MH0373  DESIGNATION -  Q 4
 MH0373  PID         -  MH0373
 MH0373  STATE/COUNTY-  IA/POLK
 MH0373  USGS QUAD   -  RISING SUN (1993)
 MH0373
 MH0373                         *CURRENT SURVEY CONTROL
 MH0373  ___________________________________________________________________
 MH0373* NAD 83(1986)-  41 37 06.     (N)    093 29 39.     (W)     SCALED    
 MH0373* NAVD 88     -       265.158  (meters)     869.94   (feet)  ADJUSTED  
 MH0373  ___________________________________________________________________
 MH0373  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 MH0373  DYNAMIC HT  -         265.045 (meters)     869.57  (feet)  COMP
 MH0373  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 MH0373
 MH0373  VERT ORDER  -  FIRST     CLASS II
 MH0373
 MH0373.The horizontal coordinates were scaled from a topographic map and have
 MH0373.an estimated accuracy of +/- 6 seconds.
 MH0373
 MH0373.The orthometric height was determined by differential leveling
 MH0373.and adjusted by the National Geodetic Survey in June 1991..
 MH0373
 MH0373.The geoid height was determined by GEOID03.
 MH0373
 MH0373.The dynamic height is computed by dividing the NAVD 88
 MH0373.geopotential number by the normal gravity value computed on the
 MH0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0373.degrees latitude (g = 980.6199 gals.).
 MH0373
 MH0373.The modeled gravity was interpolated from observed gravity values.
 MH0373
 MH0373;                    North         East    Units  Estimated Accuracy
 MH0373;SPC IA S     -   179,720.      500,490.      MT  (+/- 180 meters Scaled)
 MH0373
 MH0373                          SUPERSEDED SURVEY CONTROL
 MH0373
 MH0373  NGVD 29 (??/??/92)  265.125  (m)          869.83   (f) ADJ UNCH    1 2
 MH0373
 MH0373.Superseded values are not recommended for survey control.
 MH0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0373.See file dsdata.txt to determine how the superseded data were derived.
 MH0373
 MH0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG588075(NAD 83)
 MH0373_MARKER: DB = BENCH MARK DISK
 MH0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0373_STAMPING: 869.831 Q 4 1930
 MH0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0373+STABILITY: SURFACE MOTION
 MH0373
 MH0373  HISTORY     - Date     Condition        Report By
 MH0373  HISTORY     - 1930     MONUMENTED       CGS
 MH0373  HISTORY     - 1934     GOOD             NGS
 MH0373  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0373
 MH0373                          STATION DESCRIPTION
 MH0373
 MH0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0373'4 MI W FROM ALTOONA.
 MH0373'4.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MH0373'FROM ALTOONA, POLK COUNTY, 0.2 MILE SOUTH OF SIGNAL 3496 AT A
 MH0373'ROAD CROSSING, 87 FEET SOUTH OF POWERLINE POLE 266, 30 FEET
 MH0373'SOUTH OF THE CENTERLINE OF THE ROAD, AND 33 FEET EAST OF THE
 MH0373'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 869.831 Q 4
 MH0373'1930 AND SET IN THE TOP OF A CONCRETE POST.
 MH0373
 MH0373                          STATION RECOVERY (1995)
 MH0373
 MH0373'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0276 ***********************************************************************
 OO0276  DESIGNATION -  Q 40
 OO0276  PID         -  OO0276
 OO0276  STATE/COUNTY-  IA/MITCHELL
 OO0276  USGS QUAD   -  OSAGE SW (1972)
 OO0276
 OO0276                         *CURRENT SURVEY CONTROL
 OO0276  ___________________________________________________________________
 OO0276* NAD 83(1986)-  43 22 27.     (N)    092 54 51.     (W)     SCALED    
 OO0276* NAVD 88     -       359.498  (meters)    1179.45   (feet)  ADJUSTED  
 OO0276  ___________________________________________________________________
 OO0276  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 OO0276  DYNAMIC HT  -         359.411 (meters)    1179.17  (feet)  COMP
 OO0276  MODELED GRAV-     980,368.2   (mgal)                       NAVD 88
 OO0276
 OO0276  VERT ORDER  -  SECOND    CLASS 0
 OO0276
 OO0276.The horizontal coordinates were scaled from a topographic map and have
 OO0276.an estimated accuracy of +/- 6 seconds.
 OO0276
 OO0276.The orthometric height was determined by differential leveling
 OO0276.and adjusted by the National Geodetic Survey in June 1991..
 OO0276
 OO0276.The geoid height was determined by GEOID03.
 OO0276
 OO0276.The dynamic height is computed by dividing the NAVD 88
 OO0276.geopotential number by the normal gravity value computed on the
 OO0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0276.degrees latitude (g = 980.6199 gals.).
 OO0276
 OO0276.The modeled gravity was interpolated from observed gravity values.
 OO0276
 OO0276;                    North         East    Units  Estimated Accuracy
 OO0276;SPC IA N     - 1,208,350.    1,547,480.      MT  (+/- 180 meters Scaled)
 OO0276
 OO0276                          SUPERSEDED SURVEY CONTROL
 OO0276
 OO0276  NGVD 29 (??/??/92)  359.495  (m)         1179.44   (f) ADJ UNCH    2 0
 OO0276
 OO0276.Superseded values are not recommended for survey control.
 OO0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0276.See file dsdata.txt to determine how the superseded data were derived.
 OO0276
 OO0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ069023(NAD 83)
 OO0276_MARKER: DB = BENCH MARK DISK
 OO0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0276_STAMPING: Q 40 1934
 OO0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0276+STABILITY: SURFACE MOTION
 OO0276
 OO0276  HISTORY     - Date     Condition        Report By
 OO0276  HISTORY     - 1934     MONUMENTED       CGS
 OO0276  HISTORY     - 1971     MARK NOT FOUND   USGS
 OO0276
 OO0276                          STATION DESCRIPTION
 OO0276
 OO0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0276'0.3 MI SE FROM SAINT ANSGAR.
 OO0276'0.3 MILE SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 OO0276'STATION AT SAINT ANSGAR, MITCHELL COUNTY, 47.6 FEET SOUTHWEST OF THE
 OO0276'SOUTHWEST SIDE OF A SWITCH, 45.3 FEET EAST OF THE CENTERLINE OF A
 OO0276'SECTION ROAD PARALLELING THE TRACK, 33.9 FEET SOUTHWEST OF THE
 OO0276'SOUTHWEST RAIL OF THE MAIN TRACK, AND 19.8 FEET SOUTHWEST OF THE
 OO0276'SOUTHWEST RAIL OF A SIDETRACK.  A STANDARD DISK, STAMPED Q 40 1934 AND
 OO0276'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OO0276
 OO0276                          STATION RECOVERY (1971)
 OO0276
 OO0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OO0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0239 ***********************************************************************
 OO0239  DESIGNATION -  Q 41
 OO0239  PID         -  OO0239
 OO0239  STATE/COUNTY-  IA/HOWARD
 OO0239  USGS QUAD   -  LIME SPRINGS (1981)
 OO0239
 OO0239                         *CURRENT SURVEY CONTROL
 OO0239  ___________________________________________________________________
 OO0239* NAD 83(1986)-  43 26 53.     (N)    092 17 01.     (W)     SCALED    
 OO0239* NAVD 88     -       379.472  (meters)    1244.98   (feet)  ADJUSTED  
 OO0239  ___________________________________________________________________
 OO0239  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 OO0239  DYNAMIC HT  -         379.377 (meters)    1244.67  (feet)  COMP
 OO0239  MODELED GRAV-     980,358.6   (mgal)                       NAVD 88
 OO0239
 OO0239  VERT ORDER  -  SECOND    CLASS 0
 OO0239
 OO0239.The horizontal coordinates were scaled from a topographic map and have
 OO0239.an estimated accuracy of +/- 6 seconds.
 OO0239
 OO0239.The orthometric height was determined by differential leveling
 OO0239.and adjusted by the National Geodetic Survey in June 1991..
 OO0239
 OO0239.The geoid height was determined by GEOID03.
 OO0239
 OO0239.The dynamic height is computed by dividing the NAVD 88
 OO0239.geopotential number by the normal gravity value computed on the
 OO0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0239.degrees latitude (g = 980.6199 gals.).
 OO0239
 OO0239.The modeled gravity was interpolated from observed gravity values.
 OO0239
 OO0239;                    North         East    Units  Estimated Accuracy
 OO0239;SPC IA N     - 1,217,100.    1,598,460.      MT  (+/- 180 meters Scaled)
 OO0239
 OO0239                          SUPERSEDED SURVEY CONTROL
 OO0239
 OO0239  NGVD 29 (??/??/92)  379.466  (m)         1244.96   (f) ADJ UNCH    2 0
 OO0239
 OO0239.Superseded values are not recommended for survey control.
 OO0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0239.See file dsdata.txt to determine how the superseded data were derived.
 OO0239
 OO0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ579108(NAD 83)
 OO0239_MARKER: DB = BENCH MARK DISK
 OO0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0239_STAMPING: Q 41 1934
 OO0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0239+STABILITY: SURFACE MOTION
 OO0239
 OO0239  HISTORY     - Date     Condition        Report By
 OO0239  HISTORY     - 1934     MONUMENTED       CGS
 OO0239  HISTORY     - 1977     MARK NOT FOUND   USGS
 OO0239
 OO0239                          STATION DESCRIPTION
 OO0239
 OO0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0239'IN LIME SPRINGS.
 OO0239'AT LIME SPRINGS, HOWARD COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 OO0239'AND PACIFIC RAILROAD, 115 YARDS SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 OO0239'STATION, 0.2 MILE NORTHWEST OF MILEPOST 30, 27.7 FEET NORTHWEST OF THE
 OO0239'CENTERLINE OF A ROAD CROSSING, 33.7 FEET SOUTHWEST OF THE SOUTHWEST
 OO0239'RAIL OF THE MAIN TRACK, AND 14.0 FEET NORTHEAST OF A POLE. A STANDARD
 OO0239'DISK, STAMPED Q 41 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 OO0239'WITH THE GROUND.
 OO0239
 OO0239                          STATION RECOVERY (1977)
 OO0239
 OO0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OO0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0468 ***********************************************************************
 ON0468  DESIGNATION -  Q 42
 ON0468  PID         -  ON0468
 ON0468  STATE/COUNTY-  IA/WINNESHIEK
 ON0468  USGS QUAD   -  DECORAH (1981)
 ON0468
 ON0468                         *CURRENT SURVEY CONTROL
 ON0468  ___________________________________________________________________
 ON0468* NAD 83(1986)-  43 18 52.     (N)    091 48 41.     (W)     SCALED    
 ON0468* NAVD 88     -       278.309  (meters)     913.09   (feet)  ADJUSTED  
 ON0468  ___________________________________________________________________
 ON0468  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ON0468  DYNAMIC HT  -         278.252 (meters)     912.90  (feet)  COMP
 ON0468  MODELED GRAV-     980,405.7   (mgal)                       NAVD 88
 ON0468
 ON0468  VERT ORDER  -  SECOND    CLASS 0
 ON0468
 ON0468.The horizontal coordinates were scaled from a topographic map and have
 ON0468.an estimated accuracy of +/- 6 seconds.
 ON0468
 ON0468.The orthometric height was determined by differential leveling
 ON0468.and adjusted by the National Geodetic Survey in June 1991..
 ON0468
 ON0468.The geoid height was determined by GEOID03.
 ON0468
 ON0468.The dynamic height is computed by dividing the NAVD 88
 ON0468.geopotential number by the normal gravity value computed on the
 ON0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0468.degrees latitude (g = 980.6199 gals.).
 ON0468
 ON0468.The modeled gravity was interpolated from observed gravity values.
 ON0468
 ON0468;                    North         East    Units  Estimated Accuracy
 ON0468;SPC IA N     - 1,202,920.    1,636,980.      MT  (+/- 180 meters Scaled)
 ON0468
 ON0468                          SUPERSEDED SURVEY CONTROL
 ON0468
 ON0468  NGVD 29 (??/??/92)  278.341  (m)          913.19   (f) ADJ UNCH    2 0
 ON0468
 ON0468.Superseded values are not recommended for survey control.
 ON0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0468.See file dsdata.txt to determine how the superseded data were derived.
 ON0468
 ON0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH963964(NAD 83)
 ON0468_MARKER: DB = BENCH MARK DISK
 ON0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0468_STAMPING: Q 42 1934
 ON0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0468+STABILITY: SURFACE MOTION
 ON0468
 ON0468  HISTORY     - Date     Condition        Report By
 ON0468  HISTORY     - 1934     MONUMENTED       CGS
 ON0468
 ON0468                          STATION DESCRIPTION
 ON0468
 ON0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0468'1 MI NW FROM DECORAH.
 ON0468'1 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE COUNTY COURTHOUSE
 ON0468'AT DECORAH, WINNESHIEK COUNTY, 100 YARDS NORTHWEST OF A CURVE, 50
 ON0468'YARDS SOUTHEAST OF A PRIVATE DRIVE LEADING WEST, 42 YARDS NORTH
 ON0468'OF A FIRE HYDRANT, 32.3 FEET NORTHEAST OF THE CENTERLINE OF THE
 ON0468'HIGHWAY, AND 2.5 FEET SOUTHWEST OF A HIGH FENCE.  A STANDARD
 ON0468'DISK, STAMPED Q 42 1934 AND SET IN THE TOP OF A CONCRETE POST
 ON0468'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0121 ***********************************************************************
 MH0121  DESIGNATION -  Q 5
 MH0121  PID         -  MH0121
 MH0121  STATE/COUNTY-  IA/MAHASKA
 MH0121  USGS QUAD   -  OSKALOOSA (1968)
 MH0121
 MH0121                         *CURRENT SURVEY CONTROL
 MH0121  ___________________________________________________________________
 MH0121* NAD 83(1986)-  41 16 44.     (N)    092 41 07.     (W)     SCALED    
 MH0121* NAVD 88     -       223.291  (meters)     732.58   (feet)  ADJUSTED  
 MH0121  ___________________________________________________________________
 MH0121  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 MH0121  DYNAMIC HT  -         223.193 (meters)     732.26  (feet)  COMP
 MH0121  MODELED GRAV-     980,181.9   (mgal)                       NAVD 88
 MH0121
 MH0121  VERT ORDER  -  FIRST     CLASS II
 MH0121
 MH0121.The horizontal coordinates were scaled from a topographic map and have
 MH0121.an estimated accuracy of +/- 6 seconds.
 MH0121
 MH0121.The orthometric height was determined by differential leveling
 MH0121.and adjusted by the National Geodetic Survey in June 1991..
 MH0121
 MH0121.The geoid height was determined by GEOID03.
 MH0121
 MH0121.The dynamic height is computed by dividing the NAVD 88
 MH0121.geopotential number by the normal gravity value computed on the
 MH0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0121.degrees latitude (g = 980.6199 gals.).
 MH0121
 MH0121.The modeled gravity was interpolated from observed gravity values.
 MH0121
 MH0121;                    North         East    Units  Estimated Accuracy
 MH0121;SPC IA S     -   142,340.      568,250.      MT  (+/- 180 meters Scaled)
 MH0121
 MH0121                          SUPERSEDED SURVEY CONTROL
 MH0121
 MH0121  NGVD 29 (??/??/92)  223.270  (m)          732.51   (f) ADJ UNCH    1 2
 MH0121
 MH0121.Superseded values are not recommended for survey control.
 MH0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0121.See file dsdata.txt to determine how the superseded data were derived.
 MH0121
 MH0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF263697(NAD 83)
 MH0121_MARKER: DB = BENCH MARK DISK
 MH0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0121_SP_SET: CONCRETE FOOTING
 MH0121_STAMPING: 732.512 Q 5 1930
 MH0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0121
 MH0121  HISTORY     - Date     Condition        Report By
 MH0121  HISTORY     - 1930     MONUMENTED       CGS
 MH0121  HISTORY     - 1934     GOOD             NGS
 MH0121
 MH0121                          STATION DESCRIPTION
 MH0121
 MH0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0121'AT BEACON.
 MH0121'AT BEACON, MAHASKA COUNTY, 700 FEET WEST OF THE CHICAGO, ROCK
 MH0121'ISLAND AND PACIFIC RAILWAY STATION, AT THE OVERHEAD CROSSING OF THE
 MH0121'CHICAGO, BURLINGTON AND QUINCY RAILROAD, AT THE SOUTH LEG OF THE
 MH0121'WEST BENT, AND IN THE EAST SIDE OF THE CONCRETE FOOTING.  A STANDARD
 MH0121'DISK, STAMPED 732.512 Q 5 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0465 ***********************************************************************
 MG0465  DESIGNATION -  Q 6
 MG0465  PID         -  MG0465
 MG0465  STATE/COUNTY-  IA/KEOKUK
 MG0465  USGS QUAD   -  RICHLAND (1980)
 MG0465
 MG0465                         *CURRENT SURVEY CONTROL
 MG0465  ___________________________________________________________________
 MG0465* NAD 83(1986)-  41 12 42.     (N)    091 57 29.     (W)     SCALED    
 MG0465* NAVD 88     -       200.519  (meters)     657.87   (feet)  ADJUSTED  
 MG0465  ___________________________________________________________________
 MG0465  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 MG0465  DYNAMIC HT  -         200.432 (meters)     657.58  (feet)  COMP
 MG0465  MODELED GRAV-     980,186.8   (mgal)                       NAVD 88
 MG0465
 MG0465  VERT ORDER  -  FIRST     CLASS II
 MG0465
 MG0465.The horizontal coordinates were scaled from a topographic map and have
 MG0465.an estimated accuracy of +/- 6 seconds.
 MG0465
 MG0465.The orthometric height was determined by differential leveling
 MG0465.and adjusted by the National Geodetic Survey in June 1991..
 MG0465
 MG0465.The geoid height was determined by GEOID03.
 MG0465
 MG0465.The dynamic height is computed by dividing the NAVD 88
 MG0465.geopotential number by the normal gravity value computed on the
 MG0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0465.degrees latitude (g = 980.6199 gals.).
 MG0465
 MG0465.The modeled gravity was interpolated from observed gravity values.
 MG0465
 MG0465;                    North         East    Units  Estimated Accuracy
 MG0465;SPC IA S     -   135,700.      629,300.      MT  (+/- 180 meters Scaled)
 MG0465
 MG0465                          SUPERSEDED SURVEY CONTROL
 MG0465
 MG0465  NGVD 29 (??/??/92)  200.544  (m)          657.95   (f) ADJ UNCH    1 2
 MG0465
 MG0465.Superseded values are not recommended for survey control.
 MG0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0465.See file dsdata.txt to determine how the superseded data were derived.
 MG0465
 MG0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF873627(NAD 83)
 MG0465_MARKER: DB = BENCH MARK DISK
 MG0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0465_STAMPING: 657.951 Q 6 1930
 MG0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0465+STABILITY: SURFACE MOTION
 MG0465
 MG0465  HISTORY     - Date     Condition        Report By
 MG0465  HISTORY     - 1930     MONUMENTED       CGS
 MG0465  HISTORY     - 1941     GOOD             NGS
 MG0465
 MG0465                          STATION DESCRIPTION
 MG0465
 MG0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0465'2 MI NE FROM RICHLAND.
 MG0465'2.0 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0465'AND PACIFIC RAILROAD FROM RICHLAND, 75 YARDS NORTHEAST OF A
 MG0465'HIGHWAY CROSSING, AT A FARM CROSSING, 79 FEET NORTHEAST OF
 MG0465'BRIDGE POST 1-1575, AND 46 FEET NORTHWEST OF THE CENTERLINE OF
 MG0465'THE TRACK.  A STANDARD DISK, STAMPED 657.951 Q 6 1930 AND
 MG0465'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0181 ***********************************************************************
 LE0181  DESIGNATION -  Q 7
 LE0181  PID         -  LE0181
 LE0181  STATE/COUNTY-  IA/DAVIS
 LE0181  USGS QUAD   -  MOULTON (1979)
 LE0181
 LE0181                         *CURRENT SURVEY CONTROL
 LE0181  ___________________________________________________________________
 LE0181* NAD 83(1986)-  40 41 44.     (N)    092 37 44.     (W)     SCALED    
 LE0181* NAVD 88     -       297.809  (meters)     977.06   (feet)  ADJUSTED  
 LE0181  ___________________________________________________________________
 LE0181  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LE0181  DYNAMIC HT  -         297.662 (meters)     976.58  (feet)  COMP
 LE0181  MODELED GRAV-     980,123.3   (mgal)                       NAVD 88
 LE0181
 LE0181  VERT ORDER  -  FIRST     CLASS II
 LE0181
 LE0181.The horizontal coordinates were scaled from a topographic map and have
 LE0181.an estimated accuracy of +/- 6 seconds.
 LE0181
 LE0181.The orthometric height was determined by differential leveling
 LE0181.and adjusted by the National Geodetic Survey in June 1991..
 LE0181
 LE0181.The geoid height was determined by GEOID03.
 LE0181
 LE0181.The dynamic height is computed by dividing the NAVD 88
 LE0181.geopotential number by the normal gravity value computed on the
 LE0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0181.degrees latitude (g = 980.6199 gals.).
 LE0181
 LE0181.The modeled gravity was interpolated from observed gravity values.
 LE0181
 LE0181;                    North         East    Units  Estimated Accuracy
 LE0181;SPC IA S     -    77,610.      573,630.      MT  (+/- 180 meters Scaled)
 LE0181
 LE0181                          SUPERSEDED SURVEY CONTROL
 LE0181
 LE0181  NGVD 29 (??/??/92)  297.790  (m)          977.00   (f) ADJ UNCH    1 2
 LE0181
 LE0181.Superseded values are not recommended for survey control.
 LE0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0181.See file dsdata.txt to determine how the superseded data were derived.
 LE0181
 LE0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF313050(NAD 83)
 LE0181_MARKER: DB = BENCH MARK DISK
 LE0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0181_STAMPING: 976.911 Q 7 1930
 LE0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0181+STABILITY: SURFACE MOTION
 LE0181
 LE0181  HISTORY     - Date     Condition        Report By
 LE0181  HISTORY     - 1930     MONUMENTED       CGS
 LE0181  HISTORY     - 1943     GOOD             NGS
 LE0181
 LE0181                          STATION DESCRIPTION
 LE0181
 LE0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0181'3.2 MI E FROM MOULTON.
 LE0181'IN DAVIS COUNTY, 3-1/4 MILES EAST ALONG THE WABASH RAILWAY
 LE0181'FROM MOULTON, APPANOOSE COUNTY, 0.3 MILE EAST OF MILEPOST 33,
 LE0181'5 FEET EAST OF THE EAST FENCE LINE, OF A NORTH AND SOUTH ROAD
 LE0181'FENCED 42 FEET WIDE, AND 44 FEET NORTHWEST OF THE CENTERLINE
 LE0181'OF THE TRACK.  A STANDARD DISK, STAMPED 976.911 Q 7 1930 AND SET
 LE0181'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0339 ***********************************************************************
 MG0339  DESIGNATION -  Q 70
 MG0339  PID         -  MG0339
 MG0339  STATE/COUNTY-  IA/SCOTT
 MG0339  USGS QUAD   -  WHEATLAND (1991)
 MG0339
 MG0339                         *CURRENT SURVEY CONTROL
 MG0339  ___________________________________________________________________
 MG0339* NAD 83(1986)-  41 45 24.     (N)    090 48 56.     (W)     SCALED    
 MG0339* NAVD 88     -       219.382  (meters)     719.76   (feet)  ADJUSTED  
 MG0339  ___________________________________________________________________
 MG0339  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 MG0339  DYNAMIC HT  -         219.302 (meters)     719.49  (feet)  COMP
 MG0339  MODELED GRAV-     980,252.3   (mgal)                       NAVD 88
 MG0339
 MG0339  VERT ORDER  -  SECOND    CLASS 0
 MG0339
 MG0339.The horizontal coordinates were scaled from a topographic map and have
 MG0339.an estimated accuracy of +/- 6 seconds.
 MG0339
 MG0339.The orthometric height was determined by differential leveling
 MG0339.and adjusted by the National Geodetic Survey in June 1991..
 MG0339
 MG0339.The geoid height was determined by GEOID03.
 MG0339
 MG0339.The dynamic height is computed by dividing the NAVD 88
 MG0339.geopotential number by the normal gravity value computed on the
 MG0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0339.degrees latitude (g = 980.6199 gals.).
 MG0339
 MG0339.The modeled gravity was interpolated from observed gravity values.
 MG0339
 MG0339;                    North         East    Units  Estimated Accuracy
 MG0339;SPC IA S     -   198,530.      723,220.      MT  (+/- 180 meters Scaled)
 MG0339
 MG0339                          SUPERSEDED SURVEY CONTROL
 MG0339
 MG0339  NGVD 29 (??/??/92)  219.426  (m)          719.90   (f) ADJ UNCH    2 0
 MG0339
 MG0339.Superseded values are not recommended for survey control.
 MG0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0339.See file dsdata.txt to determine how the superseded data were derived.
 MG0339
 MG0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG816250(NAD 83)
 MG0339_MARKER: DB = BENCH MARK DISK
 MG0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0339_STAMPING: Q 70 1934
 MG0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0339+STABILITY: SURFACE MOTION
 MG0339
 MG0339  HISTORY     - Date     Condition        Report By
 MG0339  HISTORY     - 1934     MONUMENTED       CGS
 MG0339  HISTORY     - 19880129 MARK NOT FOUND   USPSQD
 MG0339  HISTORY     - 19961118 MARK NOT FOUND   USPSQD
 MG0339
 MG0339                          STATION DESCRIPTION
 MG0339
 MG0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0339'1 MI SE FROM BIG ROCK.
 MG0339'1.0 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0339'AND PACIFIC RAILROAD FROM THE STATION AT BIG ROCK, SCOTT COUNTY,
 MG0339'10 POLES NORTH OF MILEPOST 24, AT A ROAD CROSSING, 36 FEET
 MG0339'NORTHEAST OF THE CENTERLINE OF THE TRACK, 23 FEET NORTH OF THE
 MG0339'CENTER OF A ROAD CROSSING, 7 FEET SOUTHWEST AND 10 FEET NORTHWEST
 MG0339'OF A RIGHT-OF-WAY FENCE CORNER, IN LINE WITH A ROW OF POLES,
 MG0339'8 FEET SOUTHEAST OF A POLE, AND ABOUT 3 FEET LOWER THAN THE
 MG0339'TRACK.  A STANDARD DISK, STAMPED Q 70 1934 AND SET IN THE TOP
 MG0339'OF A CONCRETE POST.
 MG0339
 MG0339                          STATION RECOVERY (1988)
 MG0339
 MG0339'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0339'MARK NOT FOUND.
 MG0339
 MG0339                          STATION RECOVERY (1996)
 MG0339
 MG0339'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0515 ***********************************************************************
 NJ0515  DESIGNATION -  Q 71
 NJ0515  PID         -  NJ0515
 NJ0515  STATE/COUNTY-  IA/JONES
 NJ0515  USGS QUAD   -  SCOTCH GROVE (1980)
 NJ0515
 NJ0515                         *CURRENT SURVEY CONTROL
 NJ0515  ___________________________________________________________________
 NJ0515* NAD 83(1986)-  42 10 21.     (N)    091 06 34.     (W)     SCALED    
 NJ0515* NAVD 88     -       266.414  (meters)     874.06   (feet)  ADJUSTED  
 NJ0515  ___________________________________________________________________
 NJ0515  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 NJ0515  DYNAMIC HT  -         266.320 (meters)     873.75  (feet)  COMP
 NJ0515  MODELED GRAV-     980,263.4   (mgal)                       NAVD 88
 NJ0515
 NJ0515  VERT ORDER  -  SECOND    CLASS 0
 NJ0515
 NJ0515.The horizontal coordinates were scaled from a topographic map and have
 NJ0515.an estimated accuracy of +/- 6 seconds.
 NJ0515
 NJ0515.The orthometric height was determined by differential leveling
 NJ0515.and adjusted by the National Geodetic Survey in June 1991..
 NJ0515
 NJ0515.The geoid height was determined by GEOID03.
 NJ0515
 NJ0515.The dynamic height is computed by dividing the NAVD 88
 NJ0515.geopotential number by the normal gravity value computed on the
 NJ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0515.degrees latitude (g = 980.6199 gals.).
 NJ0515
 NJ0515.The modeled gravity was interpolated from observed gravity values.
 NJ0515
 NJ0515;                    North         East    Units  Estimated Accuracy
 NJ0515;SPC IA N     - 1,077,490.    1,697,490.      MT  (+/- 180 meters Scaled)
 NJ0515
 NJ0515                          SUPERSEDED SURVEY CONTROL
 NJ0515
 NJ0515  NGVD 29 (??/??/92)  266.440  (m)          874.15   (f) ADJ UNCH    2 0
 NJ0515
 NJ0515.Superseded values are not recommended for survey control.
 NJ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0515.See file dsdata.txt to determine how the superseded data were derived.
 NJ0515
 NJ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG561706(NAD 83)
 NJ0515_MARKER: DB = BENCH MARK DISK
 NJ0515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0515_SP_SET: ABUTMENT
 NJ0515_STAMPING: Q 71 1934
 NJ0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0515
 NJ0515  HISTORY     - Date     Condition        Report By
 NJ0515  HISTORY     - 1934     MONUMENTED       CGS
 NJ0515  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0515  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 NJ0515  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0515
 NJ0515                          STATION DESCRIPTION
 NJ0515
 NJ0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0515'AT SCOTCH GROVE.
 NJ0515'AT SCOTCH DRIVE, JONES COUNTY, 4 POLES NORTH OF THE CHICAGO,
 NJ0515'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 120 YARDS EAST
 NJ0515'OF A PUBLIC ROAD CROSSING, AT A 30-FOOT STEEL BANISTER HIGHWAY
 NJ0515'BRIDGE, AT THE WEST CONCRETE ABUTMENT, AND IN THE TOP OF THE
 NJ0515'SOUTHEAST END OF THE NORTH WINGWALL.  A STANDARD DISK, STAMPED
 NJ0515'Q 71 1934.
 NJ0515
 NJ0515                          STATION RECOVERY (1977)
 NJ0515
 NJ0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0515'MARK NOT FOUND.
 NJ0515
 NJ0515                          STATION RECOVERY (1995)
 NJ0515
 NJ0515'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0515'MARK NOT FOUND.
 NJ0515
 NJ0515                          STATION RECOVERY (1998)
 NJ0515
 NJ0515'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0356 ***********************************************************************
 NJ0356  DESIGNATION -  Q 72
 NJ0356  PID         -  NJ0356
 NJ0356  STATE/COUNTY-  IA/DUBUQUE
 NJ0356  USGS QUAD   -  SHERRILL (1972)
 NJ0356
 NJ0356                         *CURRENT SURVEY CONTROL
 NJ0356  ___________________________________________________________________
 NJ0356* NAD 83(1986)-  42 33 37.     (N)    090 46 26.     (W)     SCALED    
 NJ0356* NAVD 88     -       196.223  (meters)     643.77   (feet)  ADJUSTED  
 NJ0356  ___________________________________________________________________
 NJ0356  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 NJ0356  DYNAMIC HT  -         196.164 (meters)     643.58  (feet)  COMP
 NJ0356  MODELED GRAV-     980,319.3   (mgal)                       NAVD 88
 NJ0356
 NJ0356  VERT ORDER  -  FIRST     CLASS I
 NJ0356
 NJ0356.The horizontal coordinates were scaled from a topographic map and have
 NJ0356.an estimated accuracy of +/- 6 seconds.
 NJ0356
 NJ0356.The orthometric height was determined by differential leveling
 NJ0356.and adjusted by the National Geodetic Survey in June 1991..
 NJ0356.WARNING-Repeat measurements at this control monument indicate possible
 NJ0356.vertical movement.
 NJ0356
 NJ0356.The geoid height was determined by GEOID03.
 NJ0356
 NJ0356.The dynamic height is computed by dividing the NAVD 88
 NJ0356.geopotential number by the normal gravity value computed on the
 NJ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0356.degrees latitude (g = 980.6199 gals.).
 NJ0356
 NJ0356.The modeled gravity was interpolated from observed gravity values.
 NJ0356
 NJ0356;                    North         East    Units  Estimated Accuracy
 NJ0356;SPC IA N     - 1,121,380.    1,723,820.      MT  (+/- 180 meters Scaled)
 NJ0356
 NJ0356                          SUPERSEDED SURVEY CONTROL
 NJ0356
 NJ0356  NGVD 29 (??/??/92)  196.266  (m)          643.92   (f) ADJ UNCH    1 1
 NJ0356
 NJ0356.Superseded values are not recommended for survey control.
 NJ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0356.See file dsdata.txt to determine how the superseded data were derived.
 NJ0356
 NJ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH827143(NAD 83)
 NJ0356_MARKER: DB = BENCH MARK DISK
 NJ0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0356_SP_SET: BRIDGE
 NJ0356_STAMPING: Q 72 1934
 NJ0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0356
 NJ0356  HISTORY     - Date     Condition        Report By
 NJ0356  HISTORY     - 1934     MONUMENTED       CGS
 NJ0356  HISTORY     - 1970     GOOD             NGS
 NJ0356  HISTORY     - 20010331 GOOD             NGS
 NJ0356  HISTORY     - 20060819 GOOD             GEOCAC
 NJ0356
 NJ0356                          STATION DESCRIPTION
 NJ0356
 NJ0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0356'3.5 MI W FROM SAGEVILLE.
 NJ0356'ABOUT 3.45 MILES WEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0356'FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE,
 NJ0356'THENCE 0.05 MILE EAST ALONG A PAVED ROAD, SET IN THE TOP OF THE
 NJ0356'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF CHICAGO, GREAT
 NJ0356'WESTERN RAILROAD BRIDGE NUMBER 180.3, 4.3 FEET NORTHWEST OF THE
 NJ0356'NORTHWEST RAIL OF THE TRACK, AND ABOUT 1 1/2 FEET BELOW THE
 NJ0356'LEVEL OF THE TRACK.  SEC 31, T90N, R2E
 NJ0356
 NJ0356                          STATION RECOVERY (2001)
 NJ0356
 NJ0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0356'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0356
 NJ0356                          STATION RECOVERY (2006)
 NJ0356
 NJ0356'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0356'RAILROAD IS DISMANTLED AND RIGHT OF WAY IS NOW A COUNTY
 NJ0356'BICYCLE/WALKING TRAIL CALLED HERITAGE TRAIL.  MARK IS AT DURANGO, SET
 NJ0356'IN THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF A STEEL
 NJ0356'BRIDGE AND 1 FOOT LOWER THAN THE DECK.  SLIGHT HORIZONTAL DISPLACEMENT
 NJ0356'OF CONCRETE FROM APPARENT IMPACT WAS OBSERVED.  ACCURACY OF VERTICAL
 NJ0356'POSITION MAY HAVE BEEN DEGRADED.
 NJ0356' 
 NJ0356'HANDHELD GPS READINGS - 42 33 35.5 N  090 46 28.3 W
 NJ0356' 
 NJ0356'HANDHELD GPSR - 42 33 34.9 N  090 46 28.3 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0605 ***********************************************************************
 NJ0605  DESIGNATION -  Q 73
 NJ0605  PID         -  NJ0605
 NJ0605  STATE/COUNTY-  IA/DELAWARE
 NJ0605  USGS QUAD   -  DUNDEE (1965)
 NJ0605
 NJ0605                         *CURRENT SURVEY CONTROL
 NJ0605  ___________________________________________________________________
 NJ0605* NAD 83(1986)-  42 34 34.     (N)    091 30 23.     (W)     SCALED    
 NJ0605* NAVD 88     -       304.533  (meters)     999.12   (feet)  ADJUSTED  
 NJ0605  ___________________________________________________________________
 NJ0605  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 NJ0605  DYNAMIC HT  -         304.452 (meters)     998.86  (feet)  COMP
 NJ0605  MODELED GRAV-     980,345.8   (mgal)                       NAVD 88
 NJ0605
 NJ0605  VERT ORDER  -  SECOND    CLASS 0
 NJ0605
 NJ0605.The horizontal coordinates were scaled from a topographic map and have
 NJ0605.an estimated accuracy of +/- 6 seconds.
 NJ0605
 NJ0605.The orthometric height was determined by differential leveling
 NJ0605.and adjusted by the National Geodetic Survey in June 1991..
 NJ0605
 NJ0605.The geoid height was determined by GEOID03.
 NJ0605
 NJ0605.The dynamic height is computed by dividing the NAVD 88
 NJ0605.geopotential number by the normal gravity value computed on the
 NJ0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0605.degrees latitude (g = 980.6199 gals.).
 NJ0605
 NJ0605.The modeled gravity was interpolated from observed gravity values.
 NJ0605
 NJ0605;                    North         East    Units  Estimated Accuracy
 NJ0605;SPC IA N     - 1,121,460.    1,663,650.      MT  (+/- 180 meters Scaled)
 NJ0605
 NJ0605                          SUPERSEDED SURVEY CONTROL
 NJ0605
 NJ0605  NGVD 29 (??/??/92)  304.572  (m)          999.25   (f) ADJ UNCH    2 0
 NJ0605
 NJ0605.Superseded values are not recommended for survey control.
 NJ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0605.See file dsdata.txt to determine how the superseded data were derived.
 NJ0605
 NJ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH225148(NAD 83)
 NJ0605_MARKER: DB = BENCH MARK DISK
 NJ0605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0605_SP_SET: ABUTMENT
 NJ0605_STAMPING: Q 73 1934
 NJ0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0605
 NJ0605  HISTORY     - Date     Condition        Report By
 NJ0605  HISTORY     - 1934     MONUMENTED       CGS
 NJ0605
 NJ0605                          STATION DESCRIPTION
 NJ0605
 NJ0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0605'2 MI SE FROM DUNDEE.
 NJ0605'2.0 MILES SOUTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NJ0605'FROM THE STATION AT DUNDEE, DELAWARE COUNTY, 10 POLES WEST OF
 NJ0605'MILEPOST 223, AT 50-FOOT STEEL BRIDGE 223.30, IN THE TOP OF
 NJ0605'THE SOUTH END OF THE WEST CONCRETE ABUTMENT, 9 FEET SOUTH OF
 NJ0605'THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 NJ0605'TRACK.  A STANDARD DISK, STAMPED Q 73 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0572 ***********************************************************************
 NJ0572  DESIGNATION -  Q 75
 NJ0572  PID         -  NJ0572
 NJ0572  STATE/COUNTY-  IA/LINN
 NJ0572  USGS QUAD   -  CENTER POINT (1982)
 NJ0572
 NJ0572                         *CURRENT SURVEY CONTROL
 NJ0572  ___________________________________________________________________
 NJ0572* NAD 83(1986)-  42 11 14.     (N)    091 46 39.     (W)     SCALED    
 NJ0572* NAVD 88     -       248.119  (meters)     814.04   (feet)  ADJUSTED  
 NJ0572  ___________________________________________________________________
 NJ0572  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 NJ0572  DYNAMIC HT  -         248.041 (meters)     813.78  (feet)  COMP
 NJ0572  MODELED GRAV-     980,300.7   (mgal)                       NAVD 88
 NJ0572
 NJ0572  VERT ORDER  -  SECOND    CLASS 0
 NJ0572
 NJ0572.The horizontal coordinates were scaled from a topographic map and have
 NJ0572.an estimated accuracy of +/- 6 seconds.
 NJ0572
 NJ0572.The orthometric height was determined by differential leveling
 NJ0572.and adjusted by the National Geodetic Survey in June 1991..
 NJ0572
 NJ0572.The geoid height was determined by GEOID03.
 NJ0572
 NJ0572.The dynamic height is computed by dividing the NAVD 88
 NJ0572.geopotential number by the normal gravity value computed on the
 NJ0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0572.degrees latitude (g = 980.6199 gals.).
 NJ0572
 NJ0572.The modeled gravity was interpolated from observed gravity values.
 NJ0572
 NJ0572;                    North         East    Units  Estimated Accuracy
 NJ0572;SPC IA N     - 1,077,780.    1,642,280.      MT  (+/- 180 meters Scaled)
 NJ0572
 NJ0572                          SUPERSEDED SURVEY CONTROL
 NJ0572
 NJ0572  NGVD 29 (??/??/92)  248.150  (m)          814.14   (f) ADJ UNCH    2 0
 NJ0572
 NJ0572.Superseded values are not recommended for survey control.
 NJ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0572.See file dsdata.txt to determine how the superseded data were derived.
 NJ0572
 NJ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG009712(NAD 83)
 NJ0572_MARKER: DB = BENCH MARK DISK
 NJ0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0572_SP_SET: ABUTMENT
 NJ0572_STAMPING: Q 75 1934
 NJ0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0572
 NJ0572  HISTORY     - Date     Condition        Report By
 NJ0572  HISTORY     - 1934     MONUMENTED       CGS
 NJ0572  HISTORY     - 1982     POOR             NGS
 NJ0572  HISTORY     - 19950517 GOOD             USPSQD
 NJ0572
 NJ0572                          STATION DESCRIPTION
 NJ0572
 NJ0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0572'0.4 MI SE FROM CENTER POINT.
 NJ0572'0.4 MILE SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0572'RAILWAY FROM THE STATION AT CENTER POINT, LINN COUNTY, 17 POLES
 NJ0572'NORTHWEST OF MILEPOST 17, AT 30-FOOT STEEL BRIDGE 175, IN THE TOP
 NJ0572'OF THE BEAM REST OF THE SOUTH STONE ABUTMENT, 2 FEET EAST OF THE
 NJ0572'EAST BEAM, 14 INCHES NORTH OF THE BACK WALL, 8 FEET EAST OF THE
 NJ0572'CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK.  A
 NJ0572'STANDARD DISK, STAMPED Q 75 1934.
 NJ0572
 NJ0572                          STATION RECOVERY (1982)
 NJ0572
 NJ0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NJ0572'IN THE SOUTH ABUTMENT OA AN OLD RAILROAD BRIDGE, 0.72 KM (0.45 MI)
 NJ0572'SOUTH ALONG STATE HIGHWAY 150 FROM WASHINGTON STREET IN CENTER POINT,
 NJ0572'THENCE LEFT AND EAST ALONG A GRAVELED DRIVEWAY AT THE NORTH END OF AN
 NJ0572'AUTOMOBILE DEALERSHIP RUILDING FOR 0.08 KM (0.05 MI) TO WHERE THE
 NJ0572'DRIVE TURNS SOUTH AND THE OLD ABUTMENT ABOUT 60 M (200 FT) EASTWARD
 NJ0572'THROUGH BRUSH AND WOODS AND IN THE EAST END OF THE ABUTMENT.
 NJ0572
 NJ0572                          STATION RECOVERY (1995)
 NJ0572
 NJ0572'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0375 ***********************************************************************
 MG0375  DESIGNATION -  Q 76
 MG0375  PID         -  MG0375
 MG0375  STATE/COUNTY-  IA/JOHNSON
 MG0375  USGS QUAD   -  IOWA CITY EAST (1993)
 MG0375
 MG0375                         *CURRENT SURVEY CONTROL
 MG0375  ___________________________________________________________________
 MG0375* NAD 83(1986)-  41 43 14.     (N)    091 25 17.     (W)     SCALED    
 MG0375* NAVD 88     -       230.485  (meters)     756.18   (feet)  ADJUSTED  
 MG0375  ___________________________________________________________________
 MG0375  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 MG0375  DYNAMIC HT  -         230.396 (meters)     755.89  (feet)  COMP
 MG0375  MODELED GRAV-     980,231.3   (mgal)                       NAVD 88
 MG0375
 MG0375  VERT ORDER  -  SECOND    CLASS 0
 MG0375
 MG0375.The horizontal coordinates were scaled from a topographic map and have
 MG0375.an estimated accuracy of +/- 6 seconds.
 MG0375
 MG0375.The orthometric height was determined by differential leveling
 MG0375.and adjusted by the National Geodetic Survey in June 1991..
 MG0375
 MG0375.The geoid height was determined by GEOID03.
 MG0375
 MG0375.The dynamic height is computed by dividing the NAVD 88
 MG0375.geopotential number by the normal gravity value computed on the
 MG0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0375.degrees latitude (g = 980.6199 gals.).
 MG0375
 MG0375.The modeled gravity was interpolated from observed gravity values.
 MG0375
 MG0375;                    North         East    Units  Estimated Accuracy
 MG0375;SPC IA S     -   193,140.      672,950.      MT  (+/- 180 meters Scaled)
 MG0375
 MG0375                          SUPERSEDED SURVEY CONTROL
 MG0375
 MG0375  NGVD 29 (??/??/92)  230.525  (m)          756.31   (f) ADJ UNCH    2 0
 MG0375
 MG0375.Superseded values are not recommended for survey control.
 MG0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0375.See file dsdata.txt to determine how the superseded data were derived.
 MG0375
 MG0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG313199(NAD 83)
 MG0375_MARKER: DB = BENCH MARK DISK
 MG0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0375_SP_SET: SEMAPHORE
 MG0375_STAMPING: Q 76 1934
 MG0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0375
 MG0375  HISTORY     - Date     Condition        Report By
 MG0375  HISTORY     - 1934     MONUMENTED       CGS
 MG0375
 MG0375                          STATION DESCRIPTION
 MG0375
 MG0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0375'AT ELMIRA.
 MG0375'AT ELMIRA, JOHNSON COUNTY, AT THE CHICAGO, ROCK ISLAND, AND PACIFIC
 MG0375'RAILWAY STATION, AT A SEMAPHORE SIGNAL, IN THE TOP OF THE EAST
 MG0375'CORNER OF THE CONCRETE BASE, 9 FEET SOUTHWEST OF THE CENTERLINE
 MG0375'OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 MG0375'Q 76 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0394 ***********************************************************************
 MG0394  DESIGNATION -  Q 77
 MG0394  PID         -  MG0394
 MG0394  STATE/COUNTY-  IA/CEDAR
 MG0394  USGS QUAD   -  WEST BRANCH (1965)
 MG0394
 MG0394                         *CURRENT SURVEY CONTROL
 MG0394  ___________________________________________________________________
 MG0394* NAD 83(1986)-  41 44 13.     (N)    091 18 35.     (W)     SCALED    
 MG0394* NAVD 88     -       215.068  (meters)     705.60   (feet)  ADJUSTED  
 MG0394  ___________________________________________________________________
 MG0394  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MG0394  DYNAMIC HT  -         214.988 (meters)     705.34  (feet)  COMP
 MG0394  MODELED GRAV-     980,242.5   (mgal)                       NAVD 88
 MG0394
 MG0394  VERT ORDER  -  SECOND    CLASS 0
 MG0394
 MG0394.The horizontal coordinates were scaled from a topographic map and have
 MG0394.an estimated accuracy of +/- 6 seconds.
 MG0394
 MG0394.The orthometric height was determined by differential leveling
 MG0394.and adjusted by the National Geodetic Survey in June 1991..
 MG0394
 MG0394.The geoid height was determined by GEOID03.
 MG0394
 MG0394.The dynamic height is computed by dividing the NAVD 88
 MG0394.geopotential number by the normal gravity value computed on the
 MG0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0394.degrees latitude (g = 980.6199 gals.).
 MG0394
 MG0394.The modeled gravity was interpolated from observed gravity values.
 MG0394
 MG0394;                    North         East    Units  Estimated Accuracy
 MG0394;SPC IA S     -   195,190.      682,190.      MT  (+/- 180 meters Scaled)
 MG0394
 MG0394                          SUPERSEDED SURVEY CONTROL
 MG0394
 MG0394  NGVD 29 (??/??/92)  215.115  (m)          705.76   (f) ADJ UNCH    2 0
 MG0394
 MG0394.Superseded values are not recommended for survey control.
 MG0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0394.See file dsdata.txt to determine how the superseded data were derived.
 MG0394
 MG0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG405219(NAD 83)
 MG0394_MARKER: DB = BENCH MARK DISK
 MG0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0394_SP_SET: CULVERT
 MG0394_STAMPING: Q 77 1934
 MG0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0394
 MG0394  HISTORY     - Date     Condition        Report By
 MG0394  HISTORY     - 1934     MONUMENTED       CGS
 MG0394  HISTORY     - 1954     MARK NOT FOUND   NGS
 MG0394  HISTORY     - 1963     MARK NOT FOUND   USGS
 MG0394  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0394
 MG0394                          STATION DESCRIPTION
 MG0394
 MG0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MG0394'AT PLATO.
 MG0394'AT PLATO, CEDAR COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0394'RAILWAY, 26 POLES NORTHEAST OF MILEPOST 28, 170 FEET EAST OF THE
 MG0394'STATION, AT A 3- BY 7-FOOT STONE BOX CULVERT, IN THE SOUTHWEST
 MG0394'CORNER OF THE SOUTH STONE HEADWALL, 10 FEET SOUTH OF THE CENTERLINE
 MG0394'OF THE TRACK, AND LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED
 MG0394'Q 77 1934.
 MG0394
 MG0394                          STATION RECOVERY (1963)
 MG0394
 MG0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MG0394'MARK NOT FOUND.
 MG0394
 MG0394                          STATION RECOVERY (1998)
 MG0394
 MG0394'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0099 ***********************************************************************
 NJ0099  DESIGNATION -  Q 78
 NJ0099  PID         -  NJ0099
 NJ0099  STATE/COUNTY-  IA/JACKSON
 NJ0099  USGS QUAD   -  SAVANNA (1990)
 NJ0099
 NJ0099                         *CURRENT SURVEY CONTROL
 NJ0099  ___________________________________________________________________
 NJ0099* NAD 83(1986)-  42 04 13.     (N)    090 11 22.     (W)     SCALED    
 NJ0099* NAVD 88     -       189.753  (meters)     622.55   (feet)  ADJUSTED  
 NJ0099  ___________________________________________________________________
 NJ0099  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 NJ0099  DYNAMIC HT  -         189.688 (meters)     622.33  (feet)  COMP
 NJ0099  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 NJ0099
 NJ0099  VERT ORDER  -  FIRST     CLASS I
 NJ0099
 NJ0099.The horizontal coordinates were scaled from a topographic map and have
 NJ0099.an estimated accuracy of +/- 6 seconds.
 NJ0099
 NJ0099.The orthometric height was determined by differential leveling
 NJ0099.and adjusted by the National Geodetic Survey in June 1991..
 NJ0099
 NJ0099.The geoid height was determined by GEOID03.
 NJ0099
 NJ0099.The dynamic height is computed by dividing the NAVD 88
 NJ0099.geopotential number by the normal gravity value computed on the
 NJ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0099.degrees latitude (g = 980.6199 gals.).
 NJ0099
 NJ0099.The modeled gravity was interpolated from observed gravity values.
 NJ0099
 NJ0099;                    North         East    Units  Estimated Accuracy
 NJ0099;SPC IA N     - 1,068,710.    1,773,910.      MT  (+/- 180 meters Scaled)
 NJ0099
 NJ0099                          SUPERSEDED SURVEY CONTROL
 NJ0099
 NJ0099  NGVD 29 (??/??/92)  189.783  (m)          622.65   (f) ADJ UNCH    1 1
 NJ0099
 NJ0099.Superseded values are not recommended for survey control.
 NJ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0099.See file dsdata.txt to determine how the superseded data were derived.
 NJ0099
 NJ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG325614(NAD 83)
 NJ0099_MARKER: DB = BENCH MARK DISK
 NJ0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0099_SP_SET: OVERPASS
 NJ0099_STAMPING: Q 78 1934
 NJ0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0099
 NJ0099  HISTORY     - Date     Condition        Report By
 NJ0099  HISTORY     - 1934     MONUMENTED       CGS
 NJ0099  HISTORY     - 1970     GOOD             NGS
 NJ0099  HISTORY     - 19940610 MARK NOT FOUND   USPSQD
 NJ0099  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0099
 NJ0099                          STATION DESCRIPTION
 NJ0099
 NJ0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0099'0.9 MI W FROM SABULA.
 NJ0099'ABOUT 0.9 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE MUNICIPAL
 NJ0099'BUILDING AT SABULA, 12 FEET NORTH OF THE CENTER LINE OF THE
 NJ0099'HIGHWAY, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 NJ0099'HUB GUARD ON THE HIGHWAY OVERPASS OVER THE CHICAGO, MILWAUKEE,
 NJ0099'ST. PAUL AND PACIFIC RAILROAD, 3.5 FEET WEST OF THE EAST END OF
 NJ0099'THE NORTH CONCRETE GUARD RAIL ON THE OVERPASS, AND ABOUT 1/2 FOOT
 NJ0099'ABOVE THE LEVEL OF THE HIGHWAY.  SEC 19, T84N, R7E.
 NJ0099
 NJ0099                          STATION RECOVERY (1994)
 NJ0099
 NJ0099'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0099'MARK NOT FOUND.
 NJ0099
 NJ0099                          STATION RECOVERY (2001)
 NJ0099
 NJ0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0099'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0428 ***********************************************************************
 MG0428  DESIGNATION -  Q 8
 MG0428  PID         -  MG0428
 MG0428  STATE/COUNTY-  IA/MUSCATINE
 MG0428  USGS QUAD   -  MUSCATINE (1991)
 MG0428
 MG0428                         *CURRENT SURVEY CONTROL
 MG0428  ___________________________________________________________________
 MG0428* NAD 83(1986)-  41 24 28.     (N)    091 03 47.     (W)     SCALED    
 MG0428* NAVD 88     -       165.718  (meters)     543.69   (feet)  ADJUSTED  
 MG0428  ___________________________________________________________________
 MG0428  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0428  DYNAMIC HT  -         165.652 (meters)     543.48  (feet)  COMP
 MG0428  MODELED GRAV-     980,222.6   (mgal)                       NAVD 88
 MG0428
 MG0428  VERT ORDER  -  FIRST     CLASS II
 MG0428
 MG0428.The horizontal coordinates were scaled from a topographic map and have
 MG0428.an estimated accuracy of +/- 6 seconds.
 MG0428
 MG0428.The orthometric height was determined by differential leveling
 MG0428.and adjusted by the National Geodetic Survey in June 1991..
 MG0428
 MG0428.The geoid height was determined by GEOID03.
 MG0428
 MG0428.The dynamic height is computed by dividing the NAVD 88
 MG0428.geopotential number by the normal gravity value computed on the
 MG0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0428.degrees latitude (g = 980.6199 gals.).
 MG0428
 MG0428.The modeled gravity was interpolated from observed gravity values.
 MG0428
 MG0428;                    North         East    Units  Estimated Accuracy
 MG0428;SPC IA S     -   159,190.      703,730.      MT  (+/- 180 meters Scaled)
 MG0428
 MG0428                          SUPERSEDED SURVEY CONTROL
 MG0428
 MG0428  NGVD 29 (??/??/92)  165.789  (m)          543.93   (f) ADJ UNCH    1 2
 MG0428
 MG0428.Superseded values are not recommended for survey control.
 MG0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0428.See file dsdata.txt to determine how the superseded data were derived.
 MG0428
 MG0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF618858(NAD 83)
 MG0428_MARKER: DB = BENCH MARK DISK
 MG0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0428_STAMPING: 543.926 Q 8 1930
 MG0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0428+STABILITY: SURFACE MOTION
 MG0428
 MG0428  HISTORY     - Date     Condition        Report By
 MG0428  HISTORY     - 1930     MONUMENTED       CGS
 MG0428  HISTORY     - 1940     GOOD             NGS
 MG0428  HISTORY     - 1976     MARK NOT FOUND   NGS
 MG0428  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MG0428  HISTORY     - 19960607 MARK NOT FOUND   USPSQD
 MG0428  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 MG0428
 MG0428                          STATION DESCRIPTION
 MG0428
 MG0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MG0428'AT MUSCATINE.
 MG0428'AT MUSCATINE, MUSCATINE COUNTY, ON THE CHICAGO, MILWAUKEE,
 MG0428'ST. PAUL AND PACIFIC RAILROAD, 100 FEET SOUTH OF THE RAILROAD,
 MG0428'IN THE NORTHWEST CORNER OF MUSSER PARK, 64 FEET EAST OF THE EAST
 MG0428'CURBLINE OF THE PAVING ON OREGON STREET, 80 FEET NORTHEAST OF A
 MG0428'MEMORIAL LAMPPOST, AND 22 FEET NORTHWEST OF A 12-INCH CATALPA
 MG0428'TREE.  A STANDARD DISK, STAMPED 543.926 Q 8 1930 AND SET IN
 MG0428'THE TOP OF A CONCRETE POST.
 MG0428
 MG0428                          STATION RECOVERY (1976)
 MG0428
 MG0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MG0428'MARK NOT FOUND.
 MG0428
 MG0428                          STATION RECOVERY (1988)
 MG0428
 MG0428'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0428'MARK NOT FOUND.
 MG0428
 MG0428                          STATION RECOVERY (1996)
 MG0428
 MG0428'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0428'MARK NOT FOUND.
 MG0428
 MG0428                          STATION RECOVERY (1998)
 MG0428
 MG0428'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0496 ***********************************************************************
 NJ0496  DESIGNATION -  Q 80
 NJ0496  PID         -  NJ0496
 NJ0496  STATE/COUNTY-  IA/LINN
 NJ0496  USGS QUAD   -  SPRINGVILLE (1973)
 NJ0496
 NJ0496                         *CURRENT SURVEY CONTROL
 NJ0496  ___________________________________________________________________
 NJ0496* NAD 83(1986)-  42 01 44.     (N)    091 27 10.     (W)     SCALED    
 NJ0496* NAVD 88     -       249.175  (meters)     817.50   (feet)  ADJUSTED  
 NJ0496  ___________________________________________________________________
 NJ0496  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 NJ0496  DYNAMIC HT  -         249.082 (meters)     817.20  (feet)  COMP
 NJ0496  MODELED GRAV-     980,242.8   (mgal)                       NAVD 88
 NJ0496
 NJ0496  VERT ORDER  -  SECOND    CLASS 0
 NJ0496
 NJ0496.The horizontal coordinates were scaled from a topographic map and have
 NJ0496.an estimated accuracy of +/- 6 seconds.
 NJ0496
 NJ0496.The orthometric height was determined by differential leveling
 NJ0496.and adjusted by the National Geodetic Survey in June 1991..
 NJ0496
 NJ0496.The geoid height was determined by GEOID03.
 NJ0496
 NJ0496.The dynamic height is computed by dividing the NAVD 88
 NJ0496.geopotential number by the normal gravity value computed on the
 NJ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0496.degrees latitude (g = 980.6199 gals.).
 NJ0496
 NJ0496.The modeled gravity was interpolated from observed gravity values.
 NJ0496
 NJ0496;                    North         East    Units  Estimated Accuracy
 NJ0496;SPC IA N     - 1,060,800.    1,669,520.      MT  (+/- 180 meters Scaled)
 NJ0496
 NJ0496                          SUPERSEDED SURVEY CONTROL
 NJ0496
 NJ0496  NGVD 29 (??/??/92)  249.201  (m)          817.59   (f) ADJ UNCH    2 0
 NJ0496
 NJ0496.Superseded values are not recommended for survey control.
 NJ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0496.See file dsdata.txt to determine how the superseded data were derived.
 NJ0496
 NJ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG280541(NAD 83)
 NJ0496_MARKER: DB = BENCH MARK DISK
 NJ0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0496_SP_SET: ABUTMENT
 NJ0496_STAMPING: Q 80 1934
 NJ0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0496
 NJ0496  HISTORY     - Date     Condition        Report By
 NJ0496  HISTORY     - 1934     MONUMENTED       CGS
 NJ0496  HISTORY     - 19940504 MARK NOT FOUND   USPSQD
 NJ0496  HISTORY     - 20050923 MARK NOT FOUND   GEOCAC
 NJ0496
 NJ0496                          STATION DESCRIPTION
 NJ0496
 NJ0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0496'0.3 MI W FROM PARALTA.
 NJ0496'0.3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NJ0496'RAILROAD FROM THE RAILROAD JUNCTION AT PARALTA, LINN COUNTY, 1
 NJ0496'POLE SOUTHWEST OF MILEPOST 219, AT A 65-FOOT STEEL BRIDGE Z 780,
 NJ0496'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 NJ0496'ABUTMENT, 12 FEET NORTHWEST OF THE CENTERLINE OF THE WEST MAIN
 NJ0496'TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 NJ0496'STAMPED Q 80 1934.
 NJ0496
 NJ0496                          STATION RECOVERY (1994)
 NJ0496
 NJ0496'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0496'MARK NOT FOUND.
 NJ0496
 NJ0496                          STATION RECOVERY (2005)
 NJ0496
 NJ0496'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0496'ABOUT 1/2 MILE WEST ALONG THE WALKING TRAIL ON THE ABANDONED RAILROAD
 NJ0496'GRADE.  THE DESCRIBED ABUTMENT HAS THE LETTERS 'BM' PAINTED ABOVE THE
 NJ0496'DESCRIBED LOCATION OF THE MARK. AT THE LOCATION WHERE THE MARK SHOULD
 NJ0496'BE, THE CONCRETE APPEARS TO HAVE BEEN CHIPPED AWAY. LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0046 ***********************************************************************
 NK0046  DESIGNATION -  Q 81
 NK0046  PID         -  NK0046
 NK0046  STATE/COUNTY-  IA/BENTON
 NK0046  USGS QUAD   -  VINTON (1971)
 NK0046
 NK0046                         *CURRENT SURVEY CONTROL
 NK0046  ___________________________________________________________________
 NK0046* NAD 83(1986)-  42 08 52.     (N)    092 06 27.     (W)     SCALED    
 NK0046* NAVD 88     -       252.917  (meters)     829.78   (feet)  ADJUSTED  
 NK0046  ___________________________________________________________________
 NK0046  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 NK0046  DYNAMIC HT  -         252.836 (meters)     829.51  (feet)  COMP
 NK0046  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 NK0046
 NK0046  VERT ORDER  -  SECOND    CLASS 0
 NK0046
 NK0046.The horizontal coordinates were scaled from a topographic map and have
 NK0046.an estimated accuracy of +/- 6 seconds.
 NK0046
 NK0046.The orthometric height was determined by differential leveling
 NK0046.and adjusted by the National Geodetic Survey in June 1991..
 NK0046
 NK0046.The geoid height was determined by GEOID03.
 NK0046
 NK0046.The dynamic height is computed by dividing the NAVD 88
 NK0046.geopotential number by the normal gravity value computed on the
 NK0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0046.degrees latitude (g = 980.6199 gals.).
 NK0046
 NK0046.The modeled gravity was interpolated from observed gravity values.
 NK0046
 NK0046;                    North         East    Units  Estimated Accuracy
 NK0046;SPC IA N     - 1,072,900.    1,615,100.      MT  (+/- 180 meters Scaled)
 NK0046
 NK0046                          SUPERSEDED SURVEY CONTROL
 NK0046
 NK0046.No superseded survey control is available for this station.
 NK0046
 NK0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG737665(NAD 83)
 NK0046_MARKER: DB = BENCH MARK DISK
 NK0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0046_SP_SET: WALL
 NK0046_STAMPING: Q 81 1934
 NK0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0046
 NK0046  HISTORY     - Date     Condition        Report By
 NK0046  HISTORY     - 1934     MONUMENTED       CGS
 NK0046
 NK0046                          STATION DESCRIPTION
 NK0046
 NK0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0046'2.1 MI NE FROM GARRISON.
 NK0046'2.1 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0046'RAILWAY FROM THE STATION AT GARRISON, BENTON COUNTY, 26 POLES
 NK0046'SOUTHWEST OF MILEPOST 27, 345 FEET SOUTHWEST OF A PUBLIC ROAD
 NK0046'CROSSING, AT 50-FOOT STEEL BRIDGE 277, IN THE SOUTHEAST END OF
 NK0046'THE BACK WALL OF THE NORTHEAST STONE ABUTMENT, 8 FEET SOUTH OF
 NK0046'THE CENTER LINE OF THE TRACK, AND 1 FOOT LOWER THAN THE RAIL.
 NK0046'A STANDARD DISK, STAMPED Q 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0091 ***********************************************************************
 NK0091  DESIGNATION -  Q 82
 NK0091  PID         -  NK0091
 NK0091  STATE/COUNTY-  IA/TAMA
 NK0091  USGS QUAD   -  CLUTIER (1971)
 NK0091
 NK0091                         *CURRENT SURVEY CONTROL
 NK0091  ___________________________________________________________________
 NK0091* NAD 83(1986)-  42 05 39.     (N)    092 24 36.     (W)     SCALED    
 NK0091* NAVD 88     -       263.737  (meters)     865.28   (feet)  ADJUSTED  
 NK0091  ___________________________________________________________________
 NK0091  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 NK0091  DYNAMIC HT  -         263.644 (meters)     864.97  (feet)  COMP
 NK0091  MODELED GRAV-     980,264.0   (mgal)                       NAVD 88
 NK0091
 NK0091  VERT ORDER  -  SECOND    CLASS 0
 NK0091
 NK0091.The horizontal coordinates were scaled from a topographic map and have
 NK0091.an estimated accuracy of +/- 6 seconds.
 NK0091
 NK0091.The orthometric height was determined by differential leveling
 NK0091.and adjusted by the National Geodetic Survey in June 1991..
 NK0091
 NK0091.The geoid height was determined by GEOID03.
 NK0091
 NK0091.The dynamic height is computed by dividing the NAVD 88
 NK0091.geopotential number by the normal gravity value computed on the
 NK0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0091.degrees latitude (g = 980.6199 gals.).
 NK0091
 NK0091.The modeled gravity was interpolated from observed gravity values.
 NK0091
 NK0091;                    North         East    Units  Estimated Accuracy
 NK0091;SPC IA N     - 1,066,580.    1,590,170.      MT  (+/- 180 meters Scaled)
 NK0091
 NK0091                          SUPERSEDED SURVEY CONTROL
 NK0091
 NK0091  NGVD 29 (??/??/92)  263.732  (m)          865.26   (f) ADJ UNCH    2 0
 NK0091
 NK0091.Superseded values are not recommended for survey control.
 NK0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0091.See file dsdata.txt to determine how the superseded data were derived.
 NK0091
 NK0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG487604(NAD 83)
 NK0091_MARKER: DB = BENCH MARK DISK
 NK0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0091_STAMPING: Q 82 1934
 NK0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0091+STABILITY: SURFACE MOTION
 NK0091
 NK0091  HISTORY     - Date     Condition        Report By
 NK0091  HISTORY     - 1934     MONUMENTED       CGS
 NK0091
 NK0091                          STATION DESCRIPTION
 NK0091
 NK0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0091'1.2 MI NW FROM CLUTIER.
 NK0091'1.2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0091'FROM THE STATION AT CLUTIER, TAMA COUNTY, 16 POLES SOUTHEAST
 NK0091'OF MILEPOST 17 AT A PUBLIC-ROAD CROSSING, 22 FEET NORTH OF THE
 NK0091'CENTER LINE OF THE ROAD, 45 FEET WEST OF THE CENTER LINE OF
 NK0091'THE TRACK, 5 FEET EAST AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE
 NK0091'CORNER, AND 1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 NK0091'Q 82 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0183 ***********************************************************************
 MH0183  DESIGNATION -  Q 83
 MH0183  PID         -  MH0183
 MH0183  STATE/COUNTY-  IA/TAMA
 MH0183  USGS QUAD   -  TAMA (1980)
 MH0183
 MH0183                         *CURRENT SURVEY CONTROL
 MH0183  ___________________________________________________________________
 MH0183* NAD 83(1986)-  41 57 13.     (N)    092 31 58.     (W)     SCALED    
 MH0183* NAVD 88     -       247.193  (meters)     811.00   (feet)  ADJUSTED  
 MH0183  ___________________________________________________________________
 MH0183  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 MH0183  DYNAMIC HT  -         247.102 (meters)     810.70  (feet)  COMP
 MH0183  MODELED GRAV-     980,247.5   (mgal)                       NAVD 88
 MH0183
 MH0183  VERT ORDER  -  SECOND    CLASS 0
 MH0183
 MH0183.The horizontal coordinates were scaled from a topographic map and have
 MH0183.an estimated accuracy of +/- 6 seconds.
 MH0183
 MH0183.The orthometric height was determined by differential leveling
 MH0183.and adjusted by the National Geodetic Survey in June 1991..
 MH0183
 MH0183.The geoid height was determined by GEOID03.
 MH0183
 MH0183.The dynamic height is computed by dividing the NAVD 88
 MH0183.geopotential number by the normal gravity value computed on the
 MH0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0183.degrees latitude (g = 980.6199 gals.).
 MH0183
 MH0183.The modeled gravity was interpolated from observed gravity values.
 MH0183
 MH0183;                    North         East    Units  Estimated Accuracy
 MH0183;SPC IA N     - 1,050,850.    1,580,190.      MT  (+/- 180 meters Scaled)
 MH0183
 MH0183                          SUPERSEDED SURVEY CONTROL
 MH0183
 MH0183  NGVD 29 (??/??/92)  247.189  (m)          810.99   (f) ADJ UNCH    2 0
 MH0183
 MH0183.Superseded values are not recommended for survey control.
 MH0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0183.See file dsdata.txt to determine how the superseded data were derived.
 MH0183
 MH0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG387447(NAD 83)
 MH0183_MARKER: DB = BENCH MARK DISK
 MH0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0183_SP_SET: BRIDGE
 MH0183_STAMPING: Q 83 1934
 MH0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0183+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2004
 MH0183
 MH0183  HISTORY     - Date     Condition        Report By
 MH0183  HISTORY     - 1934     MONUMENTED       CGS
 MH0183  HISTORY     - 20040902 GOOD             GEOCAC
 MH0183
 MH0183                          STATION DESCRIPTION
 MH0183
 MH0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0183'2.5 MI E FROM TAMA.
 MH0183'2.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MH0183'THE STATION AT TAMA, TAMA COUNTY, 21 POLES WEST OF MILEPOST
 MH0183'130, 55 FEET EAST OF THE CENTER OF A PUBLIC ROAD CROSSING, AT
 MH0183'30-FOOT STEEL BRIDGE 379, IN THE SOUTH END OF THE EAST CONCRETE
 MH0183'ABUTMENT, 10 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND
 MH0183'1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED Q 83 1934.
 MH0183
 MH0183                          STATION RECOVERY (2004)
 MH0183
 MH0183'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0598 ***********************************************************************
 MG0598  DESIGNATION -  Q 84
 MG0598  PID         -  MG0598
 MG0598  STATE/COUNTY-  IA/BENTON
 MG0598  USGS QUAD   -  NEWHALL (1968)
 MG0598
 MG0598                         *CURRENT SURVEY CONTROL
 MG0598  ___________________________________________________________________
 MG0598* NAD 83(1986)-  41 54 09.     (N)    091 55 14.     (W)     SCALED    
 MG0598* NAVD 88     -       245.906  (meters)     806.78   (feet)  ADJUSTED  
 MG0598  ___________________________________________________________________
 MG0598  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 MG0598  DYNAMIC HT  -         245.819 (meters)     806.49  (feet)  COMP
 MG0598  MODELED GRAV-     980,259.1   (mgal)                       NAVD 88
 MG0598
 MG0598  VERT ORDER  -  SECOND    CLASS 0
 MG0598
 MG0598.The horizontal coordinates were scaled from a topographic map and have
 MG0598.an estimated accuracy of +/- 6 seconds.
 MG0598
 MG0598.The orthometric height was determined by differential leveling
 MG0598.and adjusted by the National Geodetic Survey in June 1991..
 MG0598
 MG0598.The geoid height was determined by GEOID03.
 MG0598
 MG0598.The dynamic height is computed by dividing the NAVD 88
 MG0598.geopotential number by the normal gravity value computed on the
 MG0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0598.degrees latitude (g = 980.6199 gals.).
 MG0598
 MG0598.The modeled gravity was interpolated from observed gravity values.
 MG0598
 MG0598;                    North         East    Units  Estimated Accuracy
 MG0598;SPC IA N     - 1,045,930.    1,631,060.      MT  (+/- 180 meters Scaled)
 MG0598
 MG0598                          SUPERSEDED SURVEY CONTROL
 MG0598
 MG0598  NGVD 29 (??/??/92)  245.916  (m)          806.81   (f) ADJ UNCH    2 0
 MG0598
 MG0598.Superseded values are not recommended for survey control.
 MG0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0598.See file dsdata.txt to determine how the superseded data were derived.
 MG0598
 MG0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG895395(NAD 83)
 MG0598_MARKER: DB = BENCH MARK DISK
 MG0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0598_SP_SET: WALL
 MG0598_STAMPING: Q 84 1934
 MG0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0598+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 MG0598
 MG0598  HISTORY     - Date     Condition        Report By
 MG0598  HISTORY     - 1934     MONUMENTED       CGS
 MG0598  HISTORY     - 19950517 GOOD             USPSQD
 MG0598  HISTORY     - 20060426 GOOD             GEOCAC
 MG0598
 MG0598                          STATION DESCRIPTION
 MG0598
 MG0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0598'AT NORWAY.
 MG0598'AT NORWAY, BENTON COUNTY, AT THE SOUTHEAST CORNER OF THE BENTON
 MG0598'COUNTY SAVINGS BANK, IN THE COPING OF THE BRICK WALL, AND 4
 MG0598'FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED Q 84 1934
 MG0598'AND SET VERTICALLY.
 MG0598
 MG0598                          STATION RECOVERY (1995)
 MG0598
 MG0598'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0598'RECOVERED IN GOOD CONDITION.
 MG0598
 MG0598                          STATION RECOVERY (2006)
 MG0598
 MG0598'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MG0598'HANDHELD N41 54 09.4 W091 55 16.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0026 ***********************************************************************
 MH0026  DESIGNATION -  Q 85
 MH0026  PID         -  MH0026
 MH0026  STATE/COUNTY-  IA/IOWA
 MH0026  USGS QUAD   -  WILLIAMSBURG (1968)
 MH0026
 MH0026                         *CURRENT SURVEY CONTROL
 MH0026  ___________________________________________________________________
 MH0026* NAD 83(1986)-  41 42 47.     (N)    092 00 32.     (W)     SCALED    
 MH0026* NAVD 88     -       270.422  (meters)     887.21   (feet)  ADJUSTED  
 MH0026  ___________________________________________________________________
 MH0026  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 MH0026  DYNAMIC HT  -         270.318 (meters)     886.87  (feet)  COMP
 MH0026  MODELED GRAV-     980,230.2   (mgal)                       NAVD 88
 MH0026
 MH0026  VERT ORDER  -  SECOND    CLASS 0
 MH0026
 MH0026.The horizontal coordinates were scaled from a topographic map and have
 MH0026.an estimated accuracy of +/- 6 seconds.
 MH0026
 MH0026.The orthometric height was determined by differential leveling
 MH0026.and adjusted by the National Geodetic Survey in June 1991..
 MH0026
 MH0026.The geoid height was determined by GEOID03.
 MH0026
 MH0026.The dynamic height is computed by dividing the NAVD 88
 MH0026.geopotential number by the normal gravity value computed on the
 MH0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0026.degrees latitude (g = 980.6199 gals.).
 MH0026
 MH0026.The modeled gravity was interpolated from observed gravity values.
 MH0026
 MH0026;                    North         East    Units  Estimated Accuracy
 MH0026;SPC IA S     -   191,300.      624,090.      MT  (+/- 180 meters Scaled)
 MH0026
 MH0026                          SUPERSEDED SURVEY CONTROL
 MH0026
 MH0026  NGVD 29 (??/??/92)  270.430  (m)          887.24   (f) ADJ UNCH    2 0
 MH0026
 MH0026.Superseded values are not recommended for survey control.
 MH0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0026.See file dsdata.txt to determine how the superseded data were derived.
 MH0026
 MH0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG824183(NAD 83)
 MH0026_MARKER: DB = BENCH MARK DISK
 MH0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0026_SP_SET: CULVERT
 MH0026_STAMPING: Q 85 1934
 MH0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0026+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 MH0026
 MH0026  HISTORY     - Date     Condition        Report By
 MH0026  HISTORY     - 1934     MONUMENTED       CGS
 MH0026  HISTORY     - 1982     GOOD             NGS
 MH0026  HISTORY     - 20060520 GOOD             GEOCAC
 MH0026
 MH0026                          STATION DESCRIPTION
 MH0026
 MH0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0026'1.5 MI SW FROM CONROY.
 MH0026'1.5 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MH0026'AND PACIFIC RAILROAD FROM THE POST OFFICE AT CONROY, IOWA COUNTY,
 MH0026'3-1/2 POLES NORTH OF MILEPOST 56, AT A PRIVATE-ROAD CROSSING,
 MH0026'60 FEET NORTH OF THE CENTERLINE OF THE ROAD, 60 FEET WEST OF
 MH0026'THE CENTERLINE OF THE TRACK, AT A 2- BY 3-FOOT REINFORCED
 MH0026'CONCRETE-BOX HIGHWAY CULVERT, IN THE TOP OF THE NORTH END OF
 MH0026'THE EAST CONCRETE HEADWALL, AND LEVEL WITH THE RAIL.  A STANDARD
 MH0026'DISK, STAMPED Q 85 1934.
 MH0026
 MH0026                          STATION RECOVERY (1982)
 MH0026
 MH0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MH0026'2.01 KM (1.25 MI) SOUTH ALONG STATE HIGHWAY 149 FROM THE JUNCTION
 MH0026'WITH IOWA COUNTY ROAD F 34, AT THE WEST EDGE OF CONROY TO THE MARK ON
 MH0026'THE LEFT, 18.3 M (60 FT) NORTH OF A PRIVATE DRIVE, 5.65 M (18.5 FT)
 MH0026'WEST OF THE CENTERLINE OF THE HIGHWAY AND IN THE NORTH END OF THE
 MH0026'EAST HEADWALL OF A CULVERT.
 MH0026
 MH0026                          STATION RECOVERY (2006)
 MH0026
 MH0026'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0026'EAST OF HIGHWAY. BATTERED WITNESS SIGN WIRED TO REFLECTOR POST.
 MH0026'HANDHELD COORDINATES N41 42 47.0 W092 00 31.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0083 ***********************************************************************
 MH0083  DESIGNATION -  Q 86
 MH0083  PID         -  MH0083
 MH0083  STATE/COUNTY-  IA/KEOKUK
 MH0083  USGS QUAD   -  SIGOURNEY (1965)
 MH0083
 MH0083                         *CURRENT SURVEY CONTROL
 MH0083  ___________________________________________________________________
 MH0083* NAD 83(1986)-  41 15 49.     (N)    092 14 54.     (W)     SCALED    
 MH0083* NAVD 88     -       242.796  (meters)     796.57   (feet)  ADJUSTED  
 MH0083  ___________________________________________________________________
 MH0083  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MH0083  DYNAMIC HT  -         242.693 (meters)     796.24  (feet)  COMP
 MH0083  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 MH0083
 MH0083  VERT ORDER  -  SECOND    CLASS 0
 MH0083
 MH0083.The horizontal coordinates were scaled from a topographic map and have
 MH0083.an estimated accuracy of +/- 6 seconds.
 MH0083
 MH0083.The orthometric height was determined by differential leveling
 MH0083.and adjusted by the National Geodetic Survey in June 1991..
 MH0083
 MH0083.The geoid height was determined by GEOID03.
 MH0083
 MH0083.The dynamic height is computed by dividing the NAVD 88
 MH0083.geopotential number by the normal gravity value computed on the
 MH0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0083.degrees latitude (g = 980.6199 gals.).
 MH0083
 MH0083.The modeled gravity was interpolated from observed gravity values.
 MH0083
 MH0083;                    North         East    Units  Estimated Accuracy
 MH0083;SPC IA S     -   141,080.      604,880.      MT  (+/- 180 meters Scaled)
 MH0083
 MH0083                          SUPERSEDED SURVEY CONTROL
 MH0083
 MH0083  NGVD 29 (??/??/92)  242.784  (m)          796.53   (f) ADJ UNCH    2 0
 MH0083
 MH0083.Superseded values are not recommended for survey control.
 MH0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0083.See file dsdata.txt to determine how the superseded data were derived.
 MH0083
 MH0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF629682(NAD 83)
 MH0083_MARKER: DB = BENCH MARK DISK
 MH0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0083_STAMPING: Q 86 1934
 MH0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0083+STABILITY: SURFACE MOTION
 MH0083
 MH0083  HISTORY     - Date     Condition        Report By
 MH0083  HISTORY     - 1934     MONUMENTED       CGS
 MH0083  HISTORY     - 1976     POOR             USGS
 MH0083
 MH0083                          STATION DESCRIPTION
 MH0083
 MH0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0083'AT HAYESVILLE.
 MH0083'AT HAYESVILLE, KEOKUK COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 MH0083'PAUL AND PACIFIC RAILROAD, 75 FEET SOUTH OF THE STATION
 MH0083'SEMAPHORE, 5 POLES SOUTH OF MILEPOST 18, 15 FEET WEST OF THE
 MH0083'CENTERLINE OF THE TRACK, AND LEVEL WITH THE RAIL.  A STANDARD
 MH0083'DISK, STAMPED Q 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MH0083
 MH0083                          STATION RECOVERY (1976)
 MH0083
 MH0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MH0083'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0149 ***********************************************************************
 MH0149  DESIGNATION -  Q 87
 MH0149  PID         -  MH0149
 MH0149  STATE/COUNTY-  IA/POWESHIEK
 MH0149  USGS QUAD   -  SEARSBORO (1979)
 MH0149
 MH0149                         *CURRENT SURVEY CONTROL
 MH0149  ___________________________________________________________________
 MH0149* NAD 83(1986)-  41 32 43.     (N)    092 41 03.     (W)     SCALED    
 MH0149* NAVD 88     -       237.266  (meters)     778.43   (feet)  ADJUSTED  
 MH0149  ___________________________________________________________________
 MH0149  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 MH0149  DYNAMIC HT  -         237.167 (meters)     778.11  (feet)  COMP
 MH0149  MODELED GRAV-     980,200.7   (mgal)                       NAVD 88
 MH0149
 MH0149  VERT ORDER  -  SECOND    CLASS 0
 MH0149
 MH0149.The horizontal coordinates were scaled from a topographic map and have
 MH0149.an estimated accuracy of +/- 6 seconds.
 MH0149
 MH0149.The orthometric height was determined by differential leveling
 MH0149.and adjusted by the National Geodetic Survey in June 1991..
 MH0149
 MH0149.The geoid height was determined by GEOID03.
 MH0149
 MH0149.The dynamic height is computed by dividing the NAVD 88
 MH0149.geopotential number by the normal gravity value computed on the
 MH0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0149.degrees latitude (g = 980.6199 gals.).
 MH0149
 MH0149.The modeled gravity was interpolated from observed gravity values.
 MH0149
 MH0149;                    North         East    Units  Estimated Accuracy
 MH0149;SPC IA S     -   171,920.      568,070.      MT  (+/- 180 meters Scaled)
 MH0149
 MH0149                          SUPERSEDED SURVEY CONTROL
 MH0149
 MH0149  NGVD 29 (??/??/92)  237.253  (m)          778.39   (f) ADJ UNCH    2 0
 MH0149
 MH0149.Superseded values are not recommended for survey control.
 MH0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0149.See file dsdata.txt to determine how the superseded data were derived.
 MH0149
 MH0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF263993(NAD 83)
 MH0149_MARKER: DB = BENCH MARK DISK
 MH0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0149_SP_SET: BRIDGE
 MH0149_STAMPING: Q-87 1934
 MH0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0149
 MH0149  HISTORY     - Date     Condition        Report By
 MH0149  HISTORY     - 1934     MONUMENTED       CGS
 MH0149  HISTORY     - 20060624 MARK NOT FOUND   GEOCAC
 MH0149
 MH0149                          STATION DESCRIPTION
 MH0149
 MH0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0149'1.8 MI NW FROM MOORE.
 MH0149'1.8 MILES NORTHWEST OF THE DEPOT AT MOORE.  ALONG THE MINNEAPOLIS
 MH0149'AND ST LOUIS RAILROAD, 3 POLES NORTH OF MILEPOST 283.  SET IN 30
 MH0149'FOOT CONCRETE HIGHWAY BRIDGE, 114 FEET WEST OF THE CENTER LINE OF
 MH0149'THE TRACK AT PUBLIC ROAD CROSSING, 2 POLES SOUTH OF RAILROAD
 MH0149'BRIDGE 446.  SET IN THE EAST END OF THE SOUTH GUARD RAIL, 6 FEET
 MH0149'BELOW THE RAIL LEVEL.
 MH0149
 MH0149                          STATION RECOVERY (2006)
 MH0149
 MH0149'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0149'BRIDGE APPEARS REPLACED SINCE 1934. MH0150 FOUND AT THIS LOCATION
 MH0149'INSTEAD. PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0150 ***********************************************************************
 MH0150  DESIGNATION -  Q 87 RESET
 MH0150  PID         -  MH0150
 MH0150  STATE/COUNTY-  IA/POWESHIEK
 MH0150  USGS QUAD   -  SEARSBORO (1979)
 MH0150
 MH0150                         *CURRENT SURVEY CONTROL
 MH0150  ___________________________________________________________________
 MH0150* NAD 83(1986)-  41 32 43.     (N)    092 41 03.     (W)     SCALED    
 MH0150* NAVD 88     -       239.40   (+/-2cm)     785.4    (feet)  VERTCON   
 MH0150  ___________________________________________________________________
 MH0150  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 MH0150
 MH0150  VERT ORDER  -  THIRD (See Below)
 MH0150
 MH0150.The horizontal coordinates were scaled from a topographic map and have
 MH0150.an estimated accuracy of +/- 6 seconds.
 MH0150
 MH0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0150.The vertical order pertains to the NGVD 29 superseded value.
 MH0150
 MH0150.The geoid height was determined by GEOID03.
 MH0150
 MH0150;                    North         East    Units  Estimated Accuracy
 MH0150;SPC IA S     -   171,920.      568,070.      MT  (+/- 180 meters Scaled)
 MH0150
 MH0150                          SUPERSEDED SURVEY CONTROL
 MH0150
 MH0150  NGVD 29 (??/??/??)  239.38   (m)          785.4    (f) RESET       3  
 MH0150
 MH0150.Superseded values are not recommended for survey control.
 MH0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0150.See file dsdata.txt to determine how the superseded data were derived.
 MH0150
 MH0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF263993(NAD 83)
 MH0150_MARKER: DB = BENCH MARK DISK
 MH0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0150_SP_SET: CURB
 MH0150_STAMPING: Q 87 1934 RESET 1949
 MH0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0150
 MH0150  HISTORY     - Date     Condition        Report By
 MH0150  HISTORY     - 1949     MONUMENTED       CGS
 MH0150  HISTORY     - 20060624 GOOD             GEOCAC
 MH0150
 MH0150                          STATION DESCRIPTION
 MH0150
 MH0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MH0150'1.8 MI NW FROM MOORE.
 MH0150'1.8 MILES NORTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 MH0150'FROM THE STATION AT MOORE, POWESHIEK COUNTY, 3 POLES NORTH OF
 MH0150'MILEPOST 283, 2 POLES SOUTH OF RAILROAD BRIDGE 446, AT A ROAD
 MH0150'CROSSING, AT A HIGHWAY BRIDGE WEST OF THE TRACK, AND IN THE EAST
 MH0150'END OF THE SOUTH CONCRETE CURB.  A STANDARD DISK, STAMPED Q 87 1934
 MH0150'RESET 1949.
 MH0150
 MH0150                          STATION RECOVERY (2006)
 MH0150
 MH0150'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0150'HANDHELD COORDINATES N41 32 43.3 W092 41 03.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0178 ***********************************************************************
 NL0178  DESIGNATION -  Q 89
 NL0178  PID         -  NL0178
 NL0178  STATE/COUNTY-  IA/CARROLL
 NL0178  USGS QUAD   -  GLIDDEN (1980)
 NL0178
 NL0178                         *CURRENT SURVEY CONTROL
 NL0178  ___________________________________________________________________
 NL0178* NAD 83(1986)-  42 02 24.     (N)    094 38 02.     (W)     SCALED    
 NL0178* NAVD 88     -       342.883  (meters)    1124.94   (feet)  ADJUSTED  
 NL0178  ___________________________________________________________________
 NL0178  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 NL0178  DYNAMIC HT  -         342.770 (meters)    1124.57  (feet)  COMP
 NL0178  MODELED GRAV-     980,280.7   (mgal)                       NAVD 88
 NL0178
 NL0178  VERT ORDER  -  SECOND    CLASS 0
 NL0178
 NL0178.The horizontal coordinates were scaled from a topographic map and have
 NL0178.an estimated accuracy of +/- 6 seconds.
 NL0178
 NL0178.The orthometric height was determined by differential leveling
 NL0178.and adjusted by the National Geodetic Survey in June 1991..
 NL0178
 NL0178.The geoid height was determined by GEOID03.
 NL0178
 NL0178.The dynamic height is computed by dividing the NAVD 88
 NL0178.geopotential number by the normal gravity value computed on the
 NL0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0178.degrees latitude (g = 980.6199 gals.).
 NL0178
 NL0178.The modeled gravity was interpolated from observed gravity values.
 NL0178
 NL0178;                    North         East    Units  Estimated Accuracy
 NL0178;SPC IA N     - 1,060,610.    1,406,120.      MT  (+/- 180 meters Scaled)
 NL0178
 NL0178                          SUPERSEDED SURVEY CONTROL
 NL0178
 NL0178  NGVD 29 (??/??/92)  342.824  (m)         1124.75   (f) ADJ UNCH    2 0
 NL0178
 NL0178.Superseded values are not recommended for survey control.
 NL0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0178.See file dsdata.txt to determine how the superseded data were derived.
 NL0178
 NL0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG647555(NAD 83)
 NL0178_MARKER: DB = BENCH MARK DISK
 NL0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0178_STAMPING: Q 89 1935
 NL0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0178+STABILITY: SURFACE MOTION
 NL0178
 NL0178  HISTORY     - Date     Condition        Report By
 NL0178  HISTORY     - 1935     MONUMENTED       CGS
 NL0178  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0178
 NL0178                          STATION DESCRIPTION
 NL0178
 NL0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0178'AT RALSTON.
 NL0178'AT RALSTON, CARROLL COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NL0178'RAILWAY, 2 POLES WEST OF THE STATION, 30 FEET NORTH OF THE CENTERLINE
 NL0178'OF THE NORTH MAIN TRACK, AND 3 FEET SOUTH OF A POLE.  A STANDARD
 NL0178'DISK, STAMPED Q 89 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NL0178
 NL0178                          STATION RECOVERY (1975)
 NL0178
 NL0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0938 ***********************************************************************
 NL0938  DESIGNATION -  Q 89 RESET
 NL0938  PID         -  NL0938
 NL0938  STATE/COUNTY-  IA/CARROLL
 NL0938  USGS QUAD   -  GLIDDEN (1980)
 NL0938
 NL0938                         *CURRENT SURVEY CONTROL
 NL0938  ___________________________________________________________________
 NL0938* NAD 83(1986)-  42 02 24.     (N)    094 38 02.     (W)     SCALED    
 NL0938* NAVD 88     -       342.71   (meters)    1124.4    (feet)  RESET     
 NL0938  ___________________________________________________________________
 NL0938  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 NL0938
 NL0938  VERT ORDER  -  THIRD
 NL0938
 NL0938.The horizontal coordinates were scaled from a topographic map and have
 NL0938.an estimated accuracy of +/- 6 seconds.
 NL0938
 NL0938.The orthometric height was computed from unverified reset data.
 NL0938
 NL0938.The geoid height was determined by GEOID03.
 NL0938
 NL0938;                    North         East    Units  Estimated Accuracy
 NL0938;SPC IA N     - 1,060,610.    1,406,120.      MT  (+/- 180 meters Scaled)
 NL0938
 NL0938                          SUPERSEDED SURVEY CONTROL
 NL0938
 NL0938  NGVD 29 (05/12/04)  342.65   (m)         1124.2    (f) RESET       3  
 NL0938
 NL0938.Superseded values are not recommended for survey control.
 NL0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0938.See file dsdata.txt to determine how the superseded data were derived.
 NL0938
 NL0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG647555(NAD 83)
 NL0938_MARKER: DV = VERTICAL CONTROL DISK
 NL0938_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 NL0938_SP_SET: RETAINING WALL
 NL0938_STAMPING: Q 89 RESET 1972
 NL0938_MARK LOGO: CGS   
 NL0938_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0938+STABILITY: SURFACE MOTION
 NL0938
 NL0938  HISTORY     - Date     Condition        Report By
 NL0938  HISTORY     - 1972     MONUMENTED       CNWRR
 NL0938
 NL0938                          STATION DESCRIPTION
 NL0938
 NL0938'DESCRIBED BY CHICAGO AND NORTH WESTERN RAILROAD 1972
 NL0938'IN RALSTON, ON THE SOUTH SIDE OF FIRST STREET BETWEEN CARROLL AND
 NL0938'GRAND STREETS, ON THE NORTH SIDE OF TRUCK SCALE AT FARMERS
 NL0938'COOPERATIVE ASSOCIATIONS ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0151 ***********************************************************************
 OQ0151  DESIGNATION -  Q 9
 OQ0151  PID         -  OQ0151
 OQ0151  STATE/COUNTY-  IA/LYON
 OQ0151  USGS QUAD   -  CANTON (1978)
 OQ0151
 OQ0151                         *CURRENT SURVEY CONTROL
 OQ0151  ___________________________________________________________________
 OQ0151* NAD 83(1986)-  43 18 30.     (N)    096 31 31.     (W)     SCALED    
 OQ0151* NAVD 88     -       379.388  (meters)    1244.71   (feet)  ADJUSTED  
 OQ0151  ___________________________________________________________________
 OQ0151  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 OQ0151  DYNAMIC HT  -         379.285 (meters)    1244.37  (feet)  COMP
 OQ0151  MODELED GRAV-     980,338.2   (mgal)                       NAVD 88
 OQ0151
 OQ0151  VERT ORDER  -  SECOND    CLASS 0
 OQ0151
 OQ0151.The horizontal coordinates were scaled from a topographic map and have
 OQ0151.an estimated accuracy of +/- 6 seconds.
 OQ0151
 OQ0151.The orthometric height was determined by differential leveling
 OQ0151.and adjusted by the National Geodetic Survey in June 1991..
 OQ0151
 OQ0151.The geoid height was determined by GEOID03.
 OQ0151
 OQ0151.The dynamic height is computed by dividing the NAVD 88
 OQ0151.geopotential number by the normal gravity value computed on the
 OQ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0151.degrees latitude (g = 980.6199 gals.).
 OQ0151
 OQ0151.The modeled gravity was interpolated from observed gravity values.
 OQ0151
 OQ0151;                    North         East    Units  Estimated Accuracy
 OQ0151;SPC IA N     - 1,205,260.    1,254,600.      MT  (+/- 180 meters Scaled)
 OQ0151
 OQ0151                          SUPERSEDED SURVEY CONTROL
 OQ0151
 OQ0151  NGVD 29 (??/??/92)  379.154  (m)         1243.94   (f) ADJ UNCH    2 0
 OQ0151
 OQ0151.Superseded values are not recommended for survey control.
 OQ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0151.See file dsdata.txt to determine how the superseded data were derived.
 OQ0151
 OQ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN007980(NAD 83)
 OQ0151_MARKER: DB = BENCH MARK DISK
 OQ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0151_STAMPING: Q 9 1934
 OQ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0151+STABILITY: SURFACE MOTION
 OQ0151
 OQ0151  HISTORY     - Date     Condition        Report By
 OQ0151  HISTORY     - 1934     MONUMENTED       CGS
 OQ0151
 OQ0151                          STATION DESCRIPTION
 OQ0151
 OQ0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0151'3.3 MI E FROM CANTON.
 OQ0151'IN LYON COUNTY, IOWA, 3.3 MILES EAST ALONG THE CHICAGO, MILWAUKEE,
 OQ0151'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT CANTON,
 OQ0151'LINCOLN COUNTY, SOUTH DAKOTA, 132 YARDS EAST OF THE EAST END OF
 OQ0151'THE BRIDGE OVER SIOUX RIVER, 45.5 FEET SOUTH OF THE SOUTH RAIL,
 OQ0151'AND 1.5 FEET NORTH OF THE RIGHT OF WAY FENCE.  A STANDARD DISK,
 OQ0151'STAMPED Q 9 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OQ0151'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0840 ***********************************************************************
 LF0840  DESIGNATION -  Q 9
 LF0840  PID         -  LF0840
 LF0840  STATE/COUNTY-  IA/FREMONT
 LF0840  USGS QUAD   -  SIDNEY (1981)
 LF0840
 LF0840                         *CURRENT SURVEY CONTROL
 LF0840  ___________________________________________________________________
 LF0840* NAD 83(1986)-  40 38 39.     (N)    095 44 10.     (W)     SCALED    
 LF0840* NAVD 88     -       278.741  (meters)     914.50   (feet)  ADJUSTED  
 LF0840  ___________________________________________________________________
 LF0840  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LF0840  DYNAMIC HT  -         278.594 (meters)     914.02  (feet)  COMP
 LF0840  MODELED GRAV-     980,091.9   (mgal)                       NAVD 88
 LF0840
 LF0840  VERT ORDER  -  FIRST     CLASS II
 LF0840
 LF0840.The horizontal coordinates were scaled from a topographic map and have
 LF0840.an estimated accuracy of +/- 6 seconds.
 LF0840
 LF0840.The orthometric height was determined by differential leveling
 LF0840.and adjusted by the National Geodetic Survey in June 1991..
 LF0840
 LF0840.The geoid height was determined by GEOID03.
 LF0840
 LF0840.The dynamic height is computed by dividing the NAVD 88
 LF0840.geopotential number by the normal gravity value computed on the
 LF0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0840.degrees latitude (g = 980.6199 gals.).
 LF0840
 LF0840.The modeled gravity was interpolated from observed gravity values.
 LF0840
 LF0840;                    North         East    Units  Estimated Accuracy
 LF0840;SPC IA S     -    73,970.      310,880.      MT  (+/- 180 meters Scaled)
 LF0840
 LF0840                          SUPERSEDED SURVEY CONTROL
 LF0840
 LF0840  NGVD 29 (??/??/92)  278.640  (m)          914.17   (f) ADJ UNCH    1 2
 LF0840
 LF0840.Superseded values are not recommended for survey control.
 LF0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0840.See file dsdata.txt to determine how the superseded data were derived.
 LF0840
 LF0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF686028(NAD 83)
 LF0840_MARKER: DB = BENCH MARK DISK
 LF0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0840_SP_SET: CONCRETE POST
 LF0840_STAMPING: Q 9 1933
 LF0840_MARK LOGO: CGS   
 LF0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0840+STABILITY: SURFACE MOTION
 LF0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0840+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 LF0840
 LF0840  HISTORY     - Date     Condition        Report By
 LF0840  HISTORY     - 1933     MONUMENTED       CGS
 LF0840  HISTORY     - 1948     GOOD             NGS
 LF0840  HISTORY     - 1971     GOOD             NGS
 LF0840  HISTORY     - 19890726 GOOD             NGS
 LF0840
 LF0840                          STATION DESCRIPTION
 LF0840
 LF0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0840'2.1 MI SE FROM PAYNE.
 LF0840'2.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0840'RAILROAD FROM THE STATION AT PAYNE, AT THE CROSSING OF THE
 LF0840'RAILROAD AND A NORTH-SOUTH TAR ROAD, 0.2 MILE NORTHWEST OF
 LF0840'MILEPOST 147, 42.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 31.0
 LF0840'FEET WEST OF THE CENTER LINE OF THE TAR ROAD, 1.0 FOOT NORTHEAST
 LF0840'OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST,
 LF0840'ABOUT 4.0 FEET BELOW THE SURFACE OF THE TRACK, AND PROJECTING
 LF0840'0.3 FOOT ABOVE THE GROUND.  NOTE-- METAL WITNESS POST 1 FOOT
 LF0840'N. OF MARK.
 LF0840
 LF0840                          STATION RECOVERY (1971)
 LF0840
 LF0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LF0840'RECOVERED IN GOOD CONDITION.
 LF0840
 LF0840                          STATION RECOVERY (1989)
 LF0840
 LF0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0840'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.0 KM
 LF0840'(3.75 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0840'JUNCTION OF STATE HIGHWAY 2 IN PAYNE, 28.1 M (92.2 FT) SOUTH OF A
 LF0840'UTILITY POLE WITH 4 GUY WIRES, 19.9 M (65.3 FT) NORTH OF A RAILROAD
 LF0840'CROSSING SIGN POST, 12.9 M (42.3 FT) NORTHWEST OF THE NEAR RAIL, 11.2
 LF0840'M (36.7 FT) WEST OF THE CENTER OF A PAVED ROAD, AND IN A CONCRETE
 LF0840'MONUMENT THAT PROJECTS 0.07 M (0.2 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0334 ***********************************************************************
 MJ0334  DESIGNATION -  Q 90
 MJ0334  PID         -  MJ0334
 MJ0334  STATE/COUNTY-  IA/CRAWFORD
 MJ0334  USGS QUAD   -  MANILLA (1978)
 MJ0334
 MJ0334                         *CURRENT SURVEY CONTROL
 MJ0334  ___________________________________________________________________
 MJ0334* NAD 83(1986)-  41 55 14.     (N)    095 12 30.     (W)     SCALED    
 MJ0334* NAVD 88     -       420.438  (meters)    1379.39   (feet)  ADJUSTED  
 MJ0334  ___________________________________________________________________
 MJ0334  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 MJ0334  DYNAMIC HT  -         420.244 (meters)    1378.75  (feet)  COMP
 MJ0334  MODELED GRAV-     980,150.2   (mgal)                       NAVD 88
 MJ0334
 MJ0334  VERT ORDER  -  SECOND    CLASS 0
 MJ0334
 MJ0334.The horizontal coordinates were scaled from a topographic map and have
 MJ0334.an estimated accuracy of +/- 6 seconds.
 MJ0334
 MJ0334.The orthometric height was determined by differential leveling
 MJ0334.and adjusted by the National Geodetic Survey in June 1991..
 MJ0334
 MJ0334.The geoid height was determined by GEOID03.
 MJ0334
 MJ0334.The dynamic height is computed by dividing the NAVD 88
 MJ0334.geopotential number by the normal gravity value computed on the
 MJ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0334.degrees latitude (g = 980.6199 gals.).
 MJ0334
 MJ0334.The modeled gravity was interpolated from observed gravity values.
 MJ0334
 MJ0334;                    North         East    Units  Estimated Accuracy
 MJ0334;SPC IA N     - 1,048,150.    1,358,290.      MT  (+/- 180 meters Scaled)
 MJ0334
 MJ0334                          SUPERSEDED SURVEY CONTROL
 MJ0334
 MJ0334  NGVD 29 (??/??/92)  420.294  (m)         1378.91   (f) ADJ UNCH    2 0
 MJ0334
 MJ0334.Superseded values are not recommended for survey control.
 MJ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0334.See file dsdata.txt to determine how the superseded data were derived.
 MJ0334
 MJ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG168433(NAD 83)
 MJ0334_MARKER: DB = BENCH MARK DISK
 MJ0334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0334_SP_SET: OVERPASS
 MJ0334_STAMPING: Q 90 1935
 MJ0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0334
 MJ0334  HISTORY     - Date     Condition        Report By
 MJ0334  HISTORY     - 1935     MONUMENTED       CGS
 MJ0334
 MJ0334                          STATION DESCRIPTION
 MJ0334
 MJ0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0334'2.6 MI NE FROM MANILLA.
 MJ0334'2.6 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0334'PACIFIC RAILROAD FROM THE STATION AT MANILLA, CRAWFORD COUNTY, 9
 MJ0334'POLES WEST OF MILEPOST 420, AT A ROAD CROSSING, AT OVERPASS Z
 MJ0334'1358, IN THE TOP OF THE NORTH HEADWALL, 6 FEET WEST OF THE EAST
 MJ0334'END, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MJ0334'Q 90 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0354 ***********************************************************************
 NL0354  DESIGNATION -  Q 91
 NL0354  PID         -  NL0354
 NL0354  STATE/COUNTY-  IA/MONONA
 NL0354  USGS QUAD   -  UTE (1971)
 NL0354
 NL0354                         *CURRENT SURVEY CONTROL
 NL0354  ___________________________________________________________________
 NL0354* NAD 83(1986)-  42 06 22.     (N)    095 43 36.     (W)     SCALED    
 NL0354* NAVD 88     -       376.947  (meters)    1236.70   (feet)  POSTED    
 NL0354  ___________________________________________________________________
 NL0354  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 NL0354  DYNAMIC HT  -         376.800 (meters)    1236.22  (feet)  COMP
 NL0354  MODELED GRAV-     980,227.3   (mgal)                       NAVD 88
 NL0354
 NL0354  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 NL0354
 NL0354.The horizontal coordinates were scaled from a topographic map and have
 NL0354.an estimated accuracy of +/- 6 seconds.
 NL0354
 NL0354.The orthometric height was determined by differential leveling
 NL0354.and adjusted by the National Geodetic Survey in 1992..
 NL0354.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 NL0354.rate of 4.1 thru 8.0 mm/km.
 NL0354
 NL0354.The geoid height was determined by GEOID03.
 NL0354
 NL0354.The dynamic height is computed by dividing the NAVD 88
 NL0354.geopotential number by the normal gravity value computed on the
 NL0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0354.degrees latitude (g = 980.6199 gals.).
 NL0354
 NL0354.The modeled gravity was interpolated from observed gravity values.
 NL0354
 NL0354;                    North         East    Units  Estimated Accuracy
 NL0354;SPC IA N     - 1,069,750.    1,315,850.      MT  (+/- 180 meters Scaled)
 NL0354
 NL0354                          SUPERSEDED SURVEY CONTROL
 NL0354
 NL0354  NGVD 29 (??/??/92)  376.752  (m)         1236.06   (f) ADJ UNCH    2 0
 NL0354
 NL0354.Superseded values are not recommended for survey control.
 NL0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0354.See file dsdata.txt to determine how the superseded data were derived.
 NL0354
 NL0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG745651(NAD 83)
 NL0354_MARKER: DB = BENCH MARK DISK
 NL0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0354_STAMPING: Q 91 1935
 NL0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0354+STABILITY: SURFACE MOTION
 NL0354
 NL0354  HISTORY     - Date     Condition        Report By
 NL0354  HISTORY     - 1935     MONUMENTED       CGS
 NL0354  HISTORY     - 1974     POOR             NGS
 NL0354
 NL0354                          STATION DESCRIPTION
 NL0354
 NL0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0354'3.9 MI N FROM UTE.
 NL0354'3.9 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0354'PACIFIC RAILROAD FROM THE STATION AT UTE, MONONA COUNTY, 99
 NL0354'FEET NORTH OF MILEPOST 37, AT THE CROSSING OF AN EAST-AND-WEST
 NL0354'ROAD, 39 FEET EAST OF THE CENTERLINE OF THE TRACK, 35 FEET SOUTH
 NL0354'OF THE CENTERLINE OF THE ROAD, IN LINE WITH A ROW OF POLES,
 NL0354'11 FEET WEST OF THE RIGHT-OF-WAY FENCE CORNER AND ABOUT ONE
 NL0354'FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED Q 91 1935
 NL0354'AND SET IN THE TOP OF A CONCRETE POST.
 NL0354
 NL0354                          STATION RECOVERY (1974)
 NL0354
 NL0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NL0354'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0382 ***********************************************************************
 NL0382  DESIGNATION -  Q 92
 NL0382  PID         -  NL0382
 NL0382  STATE/COUNTY-  IA/WOODBURY
 NL0382  USGS QUAD   -  OTO (1969)
 NL0382
 NL0382                         *CURRENT SURVEY CONTROL
 NL0382  ___________________________________________________________________
 NL0382* NAD 83(1986)-  42 20 13.     (N)    095 53 36.     (W)     SCALED    
 NL0382* NAVD 88     -       334.226  (meters)    1096.54   (feet)  ADJUSTED  
 NL0382  ___________________________________________________________________
 NL0382  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 NL0382  DYNAMIC HT  -         334.113 (meters)    1096.17  (feet)  COMP
 NL0382  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 NL0382
 NL0382  VERT ORDER  -  SECOND    CLASS 0
 NL0382
 NL0382.The horizontal coordinates were scaled from a topographic map and have
 NL0382.an estimated accuracy of +/- 6 seconds.
 NL0382
 NL0382.The orthometric height was determined by differential leveling
 NL0382.and adjusted by the National Geodetic Survey in June 1991..
 NL0382
 NL0382.The geoid height was determined by GEOID03.
 NL0382
 NL0382.The dynamic height is computed by dividing the NAVD 88
 NL0382.geopotential number by the normal gravity value computed on the
 NL0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0382.degrees latitude (g = 980.6199 gals.).
 NL0382
 NL0382.The modeled gravity was interpolated from observed gravity values.
 NL0382
 NL0382;                    North         East    Units  Estimated Accuracy
 NL0382;SPC IA N     - 1,095,760.    1,302,790.      MT  (+/- 180 meters Scaled)
 NL0382
 NL0382                          SUPERSEDED SURVEY CONTROL
 NL0382
 NL0382  NGVD 29 (??/??/92)  334.083  (m)         1096.07   (f) ADJ UNCH    2 0
 NL0382
 NL0382.Superseded values are not recommended for survey control.
 NL0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0382.See file dsdata.txt to determine how the superseded data were derived.
 NL0382
 NL0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG616912(NAD 83)
 NL0382_MARKER: DB = BENCH MARK DISK
 NL0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0382_SP_SET: PIER
 NL0382_STAMPING: Q 92 1935
 NL0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0382
 NL0382  HISTORY     - Date     Condition        Report By
 NL0382  HISTORY     - 1935     MONUMENTED       CGS
 NL0382  HISTORY     - 1942     GOOD             NGS
 NL0382
 NL0382                          STATION DESCRIPTION
 NL0382
 NL0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NL0382'3.7 MI N FROM OTO.
 NL0382'3.7 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED ILLINOIS
 NL0382'CENTRAL RAILROAD FROM THE SITE OF THE FORMER STATION AT OTO,
 NL0382'AT A STEEL GIRDER BRIDGE OVER LITTLE SIOUX RIVER, IN THE TOP OF
 NL0382'THE WEST END OF THE NORTH LIMESTONE PIER, 10 FEET WEST OF
 NL0382'THE CENTERLINE OF THE OLD ROADBED, AND ABOUT 4-1/2 FEET LOWER
 NL0382'THAN THE OLD ROADBED.  A STANDARD DISK, STAMPED Q 92 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0128 ***********************************************************************
 NL0128  DESIGNATION -  Q 93
 NL0128  PID         -  NL0128
 NL0128  STATE/COUNTY-  IA/CARROLL
 NL0128  USGS QUAD   -  BREDA (1980)
 NL0128
 NL0128                         *CURRENT SURVEY CONTROL
 NL0128  ___________________________________________________________________
 NL0128* NAD 83(1986)-  42 11 46.     (N)    094 58 45.     (W)     SCALED    
 NL0128* NAVD 88     -       414.908  (meters)    1361.24   (feet)  ADJUSTED  
 NL0128  ___________________________________________________________________
 NL0128  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 NL0128  DYNAMIC HT  -         414.738 (meters)    1360.69  (feet)  COMP
 NL0128  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 NL0128
 NL0128  VERT ORDER  -  SECOND    CLASS 0
 NL0128
 NL0128.The horizontal coordinates were scaled from a topographic map and have
 NL0128.an estimated accuracy of +/- 6 seconds.
 NL0128
 NL0128.The orthometric height was determined by differential leveling
 NL0128.and adjusted by the National Geodetic Survey in June 1991..
 NL0128
 NL0128.The geoid height was determined by GEOID03.
 NL0128
 NL0128.The dynamic height is computed by dividing the NAVD 88
 NL0128.geopotential number by the normal gravity value computed on the
 NL0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0128.degrees latitude (g = 980.6199 gals.).
 NL0128
 NL0128.The modeled gravity was interpolated from observed gravity values.
 NL0128
 NL0128;                    North         East    Units  Estimated Accuracy
 NL0128;SPC IA N     - 1,078,390.    1,377,840.      MT  (+/- 180 meters Scaled)
 NL0128
 NL0128                          SUPERSEDED SURVEY CONTROL
 NL0128
 NL0128  NGVD 29 (??/??/92)  414.781  (m)         1360.83   (f) ADJ UNCH    2 0
 NL0128
 NL0128.Superseded values are not recommended for survey control.
 NL0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0128.See file dsdata.txt to determine how the superseded data were derived.
 NL0128
 NL0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG365734(NAD 83)
 NL0128_MARKER: DB = BENCH MARK DISK
 NL0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0128_STAMPING: Q 93 1935
 NL0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0128+STABILITY: SURFACE MOTION
 NL0128
 NL0128  HISTORY     - Date     Condition        Report By
 NL0128  HISTORY     - 1935     MONUMENTED       CGS
 NL0128  HISTORY     - 1943     GOOD             NGS
 NL0128
 NL0128                          STATION DESCRIPTION
 NL0128
 NL0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0128'1.1 MI N FROM BREDA.
 NL0128'1.1 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0128'THE STATION AT BREDA, CARROLL COUNTY, AT A ROAD CROSSING, 39
 NL0128'FEET NORTH OF THE CENTERLINE OF THE ROAD, 22 FEET EAST OF THE
 NL0128'CENTERLINE OF THE TRACK, AND ABOUT 4 FEET HIGHER THAN THE
 NL0128'TRACK.  A STANDARD DISK, STAMPED Q 93 1935 AND SET IN THE TOP
 NL0128'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0430 ***********************************************************************
 NL0430  DESIGNATION -  Q 94
 NL0430  PID         -  NL0430
 NL0430  STATE/COUNTY-  IA/CRAWFORD
 NL0430  USGS QUAD   -  RICKETTS (1971)
 NL0430
 NL0430                         *CURRENT SURVEY CONTROL
 NL0430  ___________________________________________________________________
 NL0430* NAD 83(1986)-  42 07 36.     (N)    095 34 29.     (W)     SCALED    
 NL0430* NAVD 88     -       397.833  (meters)    1305.22   (feet)  ADJUSTED  
 NL0430  ___________________________________________________________________
 NL0430  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 NL0430  DYNAMIC HT  -         397.680 (meters)    1304.72  (feet)  COMP
 NL0430  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 NL0430
 NL0430  VERT ORDER  -  SECOND    CLASS 0
 NL0430
 NL0430.The horizontal coordinates were scaled from a topographic map and have
 NL0430.an estimated accuracy of +/- 6 seconds.
 NL0430
 NL0430.The orthometric height was determined by differential leveling
 NL0430.and adjusted by the National Geodetic Survey in June 1991..
 NL0430
 NL0430.The geoid height was determined by GEOID03.
 NL0430
 NL0430.The dynamic height is computed by dividing the NAVD 88
 NL0430.geopotential number by the normal gravity value computed on the
 NL0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0430.degrees latitude (g = 980.6199 gals.).
 NL0430
 NL0430.The modeled gravity was interpolated from observed gravity values.
 NL0430
 NL0430;                    North         East    Units  Estimated Accuracy
 NL0430;SPC IA N     - 1,071,710.    1,328,470.      MT  (+/- 180 meters Scaled)
 NL0430
 NL0430                          SUPERSEDED SURVEY CONTROL
 NL0430
 NL0430  NGVD 29 (??/??/92)  397.681  (m)         1304.73   (f) ADJ UNCH    2 0
 NL0430
 NL0430.Superseded values are not recommended for survey control.
 NL0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0430.See file dsdata.txt to determine how the superseded data were derived.
 NL0430
 NL0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG871670(NAD 83)
 NL0430_MARKER: DB = BENCH MARK DISK
 NL0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0430_STAMPING: Q 94 1935
 NL0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0430+STABILITY: SURFACE MOTION
 NL0430
 NL0430  HISTORY     - Date     Condition        Report By
 NL0430  HISTORY     - 1935     MONUMENTED       CGS
 NL0430  HISTORY     - 1954     MARK NOT FOUND   NGS
 NL0430  HISTORY     - 1971     MARK NOT FOUND   NGS
 NL0430
 NL0430                          STATION DESCRIPTION
 NL0430
 NL0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NL0430'AT RICKETTS.
 NL0430'AT RICKETTS, ON THE CHICAGO AND NORTH WESTERN RAILWAY, 156 FEET
 NL0430'WEST OF THE STATION, AT THE MAIN STREET CROSSING, 35 FEET EAST
 NL0430'OF THE CENTERLINE OF MAIN STREET, 27 FEET NORTH OF THE CENTERLINE
 NL0430'OF THE TRACK, 3 FEET WEST OF THE WEST EDGE OF A SIDEWALK, 3 FEET
 NL0430'EAST OF A POLE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 NL0430'Q 94 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NL0430
 NL0430                          STATION RECOVERY (1971)
 NL0430
 NL0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NL0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0948 ***********************************************************************
 MJ0948  DESIGNATION -  Q 95
 MJ0948  PID         -  MJ0948
 MJ0948  STATE/COUNTY-  IA/HARRISON
 MJ0948  USGS QUAD   -  PISGAH (1971)
 MJ0948
 MJ0948                         *CURRENT SURVEY CONTROL
 MJ0948  ___________________________________________________________________
 MJ0948* NAD 83(1986)-  41 48 59.     (N)    095 56 21.     (W)     SCALED    
 MJ0948* NAVD 88     -       322.518  (meters)    1058.13   (feet)  ADJUSTED  
 MJ0948  ___________________________________________________________________
 MJ0948  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 MJ0948  DYNAMIC HT  -         322.386 (meters)    1057.69  (feet)  COMP
 MJ0948  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 MJ0948
 MJ0948  VERT ORDER  -  SECOND    CLASS 0
 MJ0948
 MJ0948.The horizontal coordinates were scaled from a topographic map and have
 MJ0948.an estimated accuracy of +/- 6 seconds.
 MJ0948
 MJ0948.The orthometric height was determined by differential leveling
 MJ0948.and adjusted by the National Geodetic Survey in June 1991..
 MJ0948
 MJ0948.The geoid height was determined by GEOID03.
 MJ0948
 MJ0948.The dynamic height is computed by dividing the NAVD 88
 MJ0948.geopotential number by the normal gravity value computed on the
 MJ0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0948.degrees latitude (g = 980.6199 gals.).
 MJ0948
 MJ0948.The modeled gravity was interpolated from observed gravity values.
 MJ0948
 MJ0948;                    North         East    Units  Estimated Accuracy
 MJ0948;SPC IA S     -   204,560.      297,360.      MT  (+/- 180 meters Scaled)
 MJ0948
 MJ0948                          SUPERSEDED SURVEY CONTROL
 MJ0948
 MJ0948  NGVD 29 (??/??/92)  322.368  (m)         1057.64   (f) ADJ UNCH    2 0
 MJ0948
 MJ0948.Superseded values are not recommended for survey control.
 MJ0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0948.See file dsdata.txt to determine how the superseded data were derived.
 MJ0948
 MJ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG558335(NAD 83)
 MJ0948_MARKER: DB = BENCH MARK DISK
 MJ0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0948_STAMPING: Q 95 1935
 MJ0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0948+STABILITY: SURFACE MOTION
 MJ0948
 MJ0948  HISTORY     - Date     Condition        Report By
 MJ0948  HISTORY     - 1935     MONUMENTED       CGS
 MJ0948  HISTORY     - 1943     GOOD             NGS
 MJ0948  HISTORY     - 1971     MARK NOT FOUND   USGS
 MJ0948
 MJ0948                          STATION DESCRIPTION
 MJ0948
 MJ0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MJ0948'1.1 MI SW FROM PISGAH.
 MJ0948'1.1 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0948'FROM THE STATION AT PISGAH, HARRISON COUNTY, AT BRIDGE 262, AT
 MJ0948'A ROAD CROSSING, 22 FEET WEST OF THE CENTERLINE OF THE ROAD, 18
 MJ0948'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 2 FEET EAST OF A POLE,
 MJ0948'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Q 95
 MJ0948'1935 AND SET IN THE TOP OF A CONCRETE POST.
 MJ0948
 MJ0948                          STATION RECOVERY (1971)
 MJ0948
 MJ0948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MJ0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0656 ***********************************************************************
 MJ0656  DESIGNATION -  Q 97
 MJ0656  PID         -  MJ0656
 MJ0656  STATE/COUNTY-  IA/MILLS
 MJ0656  USGS QUAD   -  MALVERN (1956)
 MJ0656
 MJ0656                         *CURRENT SURVEY CONTROL
 MJ0656  ___________________________________________________________________
 MJ0656* NAD 83(1986)-  41 00 44.     (N)    095 35 43.     (W)     SCALED    
 MJ0656* NAVD 88     -       307.169  (meters)    1007.77   (feet)  ADJUSTED  
 MJ0656  ___________________________________________________________________
 MJ0656  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 MJ0656  DYNAMIC HT  -         307.037 (meters)    1007.34  (feet)  COMP
 MJ0656  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 MJ0656
 MJ0656  VERT ORDER  -  SECOND    CLASS 0
 MJ0656
 MJ0656.The horizontal coordinates were scaled from a topographic map and have
 MJ0656.an estimated accuracy of +/- 6 seconds.
 MJ0656
 MJ0656.The orthometric height was determined by differential leveling
 MJ0656.and adjusted by the National Geodetic Survey in June 1991..
 MJ0656
 MJ0656.The geoid height was determined by GEOID03.
 MJ0656
 MJ0656.The dynamic height is computed by dividing the NAVD 88
 MJ0656.geopotential number by the normal gravity value computed on the
 MJ0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0656.degrees latitude (g = 980.6199 gals.).
 MJ0656
 MJ0656.The modeled gravity was interpolated from observed gravity values.
 MJ0656
 MJ0656;                    North         East    Units  Estimated Accuracy
 MJ0656;SPC IA S     -   114,530.      323,770.      MT  (+/- 180 meters Scaled)
 MJ0656
 MJ0656                          SUPERSEDED SURVEY CONTROL
 MJ0656
 MJ0656  NGVD 29 (??/??/92)  307.091  (m)         1007.51   (f) ADJ UNCH    2 0
 MJ0656
 MJ0656.Superseded values are not recommended for survey control.
 MJ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0656.See file dsdata.txt to determine how the superseded data were derived.
 MJ0656
 MJ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF817433(NAD 83)
 MJ0656_MARKER: DB = BENCH MARK DISK
 MJ0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0656_SP_SET: WALL
 MJ0656_STAMPING: Q 97 1935
 MJ0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0656
 MJ0656  HISTORY     - Date     Condition        Report By
 MJ0656  HISTORY     - 1935     MONUMENTED       CGS
 MJ0656  HISTORY     - 1955     GOOD             NGS
 MJ0656
 MJ0656                          STATION DESCRIPTION
 MJ0656
 MJ0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MJ0656'0.7 MI N FROM MALVERN.
 MJ0656'0.7 MILES NORTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 MJ0656'MALVERN, MILLS COUNTY, AT THE OVERHEAD CROSSING OF THE CHICAGO,
 MJ0656'BURLINGTON AND QUINCY RAILROAD, IN THE WEST WALL, 45 FEET SOUTH
 MJ0656'OF THE NORTH END OF THE WALL, 21 FEET WEST OF THE CENTERLINE
 MJ0656'OF THE TRACK, AND 4 FEET ABOVE THE TRACK.  A STANDARD DISK,
 MJ0656'STAMPED Q 97 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0287 ***********************************************************************
 LF0287  DESIGNATION -  Q 98
 LF0287  PID         -  LF0287
 LF0287  STATE/COUNTY-  IA/MONTGOMERY
 LF0287  USGS QUAD   -  RED OAK SOUTH (1978)
 LF0287
 LF0287                         *CURRENT SURVEY CONTROL
 LF0287  ___________________________________________________________________
 LF0287* NAD 83(1986)-  40 59 52.     (N)    095 14 32.     (W)     SCALED    
 LF0287* NAVD 88     -       313.713  (meters)    1029.24   (feet)  ADJUSTED  
 LF0287  ___________________________________________________________________
 LF0287  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LF0287  DYNAMIC HT  -         313.560 (meters)    1028.74  (feet)  COMP
 LF0287  MODELED GRAV-     980,127.3   (mgal)                       NAVD 88
 LF0287
 LF0287  VERT ORDER  -  SECOND    CLASS 0
 LF0287
 LF0287.The horizontal coordinates were scaled from a topographic map and have
 LF0287.an estimated accuracy of +/- 6 seconds.
 LF0287
 LF0287.The orthometric height was determined by differential leveling
 LF0287.and adjusted by the National Geodetic Survey in June 1991..
 LF0287
 LF0287.The geoid height was determined by GEOID03.
 LF0287
 LF0287.The dynamic height is computed by dividing the NAVD 88
 LF0287.geopotential number by the normal gravity value computed on the
 LF0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0287.degrees latitude (g = 980.6199 gals.).
 LF0287
 LF0287.The modeled gravity was interpolated from observed gravity values.
 LF0287
 LF0287;                    North         East    Units  Estimated Accuracy
 LF0287;SPC IA S     -   112,270.      353,430.      MT  (+/- 180 meters Scaled)
 LF0287
 LF0287                          SUPERSEDED SURVEY CONTROL
 LF0287
 LF0287  NGVD 29 (??/??/92)  313.619  (m)         1028.93   (f) ADJ UNCH    2 0
 LF0287
 LF0287.Superseded values are not recommended for survey control.
 LF0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0287.See file dsdata.txt to determine how the superseded data were derived.
 LF0287
 LF0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF114409(NAD 83)
 LF0287_MARKER: DB = BENCH MARK DISK
 LF0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0287_STAMPING: Q 98 1935
 LF0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0287+STABILITY: SURFACE MOTION
 LF0287
 LF0287  HISTORY     - Date     Condition        Report By
 LF0287  HISTORY     - 1935     MONUMENTED       CGS
 LF0287  HISTORY     - 1949     GOOD             NGS
 LF0287
 LF0287                          STATION DESCRIPTION
 LF0287
 LF0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0287'0.9 MI SW FROM RED OAK.
 LF0287'0.9 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0287'RAILWAY FROM THE STATION AT RED OAK, AT A ROAD CROSSING, 57.9
 LF0287'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 36 FEET
 LF0287'NORTHWEST OF THE CENTER LINE OF A CURVE IN THE DIRT ROAD LEADING
 LF0287'SOUTHWEST, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT
 LF0287'ROAD LEADING NORTHWEST, 7.7 FEET SOUTHWEST OF A TELEPHONE POLE,
 LF0287'1.0 FOOT NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF
 LF0287'A CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0427 ***********************************************************************
 MJ0427  DESIGNATION -  Q 99
 MJ0427  PID         -  MJ0427
 MJ0427  STATE/COUNTY-  IA/CASS
 MJ0427  USGS QUAD   -  ATLANTIC (1971)
 MJ0427
 MJ0427                         *CURRENT SURVEY CONTROL
 MJ0427  ___________________________________________________________________
 MJ0427* NAD 83(1986)-  41 24 36.     (N)    095 00 46.     (W)     SCALED    
 MJ0427* NAVD 88     -       354.634  (meters)    1163.49   (feet)  ADJUSTED  
 MJ0427  ___________________________________________________________________
 MJ0427  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 MJ0427  DYNAMIC HT  -         354.505 (meters)    1163.07  (feet)  COMP
 MJ0427  MODELED GRAV-     980,249.2   (mgal)                       NAVD 88
 MJ0427
 MJ0427  VERT ORDER  -  FIRST     CLASS II
 MJ0427
 MJ0427.The horizontal coordinates were scaled from a topographic map and have
 MJ0427.an estimated accuracy of +/- 6 seconds.
 MJ0427
 MJ0427.The orthometric height was determined by differential leveling
 MJ0427.and adjusted by the National Geodetic Survey in June 1991..
 MJ0427.WARNING-Repeat measurements at this control monument indicate possible
 MJ0427.vertical movement.
 MJ0427
 MJ0427.The geoid height was determined by GEOID03.
 MJ0427
 MJ0427.The dynamic height is computed by dividing the NAVD 88
 MJ0427.geopotential number by the normal gravity value computed on the
 MJ0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0427.degrees latitude (g = 980.6199 gals.).
 MJ0427
 MJ0427.The modeled gravity was interpolated from observed gravity values.
 MJ0427
 MJ0427;                    North         East    Units  Estimated Accuracy
 MJ0427;SPC IA S     -   157,680.      373,530.      MT  (+/- 180 meters Scaled)
 MJ0427
 MJ0427                          SUPERSEDED SURVEY CONTROL
 MJ0427
 MJ0427  NGVD 29 (??/??/92)  354.576  (m)         1163.30   (f) ADJ UNCH    1 2
 MJ0427
 MJ0427.Superseded values are not recommended for survey control.
 MJ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0427.See file dsdata.txt to determine how the superseded data were derived.
 MJ0427
 MJ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF317862(NAD 83)
 MJ0427_MARKER: DB = BENCH MARK DISK
 MJ0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0427_SP_SET: WALL
 MJ0427_STAMPING: Q 99 1935
 MJ0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0427
 MJ0427  HISTORY     - Date     Condition        Report By
 MJ0427  HISTORY     - 1935     MONUMENTED       CGS
 MJ0427  HISTORY     - 1950     GOOD             NGS
 MJ0427
 MJ0427                          STATION DESCRIPTION
 MJ0427
 MJ0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0427'AT ATLANTIC.
 MJ0427'AT ATLANTIC, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 MJ0427'IN THE NORTH BRICK WALL OF THE STATION, 2 FEET EAST OF THE
 MJ0427'EAST WAITING-ROOM DOOR, AND 4 FEET ABOVE THE PLATFORM.  A
 MJ0427'STANDARD DISK, STAMPED Q 99 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0935 ***********************************************************************
 LF0935  DESIGNATION -  QQ 158
 LF0935  PID         -  LF0935
 LF0935  STATE/COUNTY-  IA/FREMONT
 LF0935  USGS QUAD   -  TABOR (1957)
 LF0935
 LF0935                         *CURRENT SURVEY CONTROL
 LF0935  ___________________________________________________________________
 LF0935* NAD 83(1986)-  40 52 47.     (N)    095 41 57.     (W)     SCALED    
 LF0935* NAVD 88     -       353.891  (meters)    1161.06   (feet)  ADJUSTED  
 LF0935  ___________________________________________________________________
 LF0935  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 LF0935  DYNAMIC HT  -         353.723 (meters)    1160.51  (feet)  COMP
 LF0935  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 LF0935
 LF0935  VERT ORDER  -  SECOND    CLASS 0
 LF0935
 LF0935.The horizontal coordinates were scaled from a topographic map and have
 LF0935.an estimated accuracy of +/- 6 seconds.
 LF0935
 LF0935.The orthometric height was determined by differential leveling
 LF0935.and adjusted by the National Geodetic Survey in June 1991..
 LF0935
 LF0935.The geoid height was determined by GEOID03.
 LF0935
 LF0935.The dynamic height is computed by dividing the NAVD 88
 LF0935.geopotential number by the normal gravity value computed on the
 LF0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0935.degrees latitude (g = 980.6199 gals.).
 LF0935
 LF0935.The modeled gravity was interpolated from observed gravity values.
 LF0935
 LF0935;                    North         East    Units  Estimated Accuracy
 LF0935;SPC IA S     -   100,040.      314,660.      MT  (+/- 180 meters Scaled)
 LF0935
 LF0935                          SUPERSEDED SURVEY CONTROL
 LF0935
 LF0935  NGVD 29 (??/??/92)  353.798  (m)         1160.75   (f) ADJ UNCH    2 0
 LF0935
 LF0935.Superseded values are not recommended for survey control.
 LF0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0935.See file dsdata.txt to determine how the superseded data were derived.
 LF0935
 LF0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF725289(NAD 83)
 LF0935_MARKER: DB = BENCH MARK DISK
 LF0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0935_STAMPING: QQ 158 1949
 LF0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0935+STABILITY: SURFACE MOTION
 LF0935
 LF0935  HISTORY     - Date     Condition        Report By
 LF0935  HISTORY     - 1949     MONUMENTED       CGS
 LF0935  HISTORY     - 1950     GOOD             NGS
 LF0935  HISTORY     - 1950     GOOD             NGS
 LF0935
 LF0935                          STATION DESCRIPTION
 LF0935
 LF0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF0935'5.6 MI SE FROM BARTLETT.
 LF0935'0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0935'FROM THE STATION AT BARTLETT, THENCE 1.95 MILES EAST ALONG A
 LF0935'GRAVELED ROAD, THENCE 0.7 MILE SOUTHEAST ALONG A GRAVELED ROAD,
 LF0935'THENCE 2.85 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 63 FEET
 LF0935'NORTHEAST OF AN ABANDONED FARMHOUSE, 25 FEET SOUTH OF THE
 LF0935'CENTER LINE OF THE DIRT ROAD, 11 FEET NORTH OF A RED CEDAR TREE,
 LF0935'1.8 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT EAST OF A FENCE,
 LF0935'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 LF0935'ABOVE THE GROUND.
 LF0935
 LF0935                          STATION RECOVERY (1950)
 LF0935
 LF0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0885 ***********************************************************************
 LF0885  DESIGNATION -  QUARRY AZ MK
 LF0885  PID         -  LF0885
 LF0885  STATE/COUNTY-  IA/MILLS
 LF0885  USGS QUAD   -  ROCK BLUFF (1984)
 LF0885
 LF0885                         *CURRENT SURVEY CONTROL
 LF0885  ___________________________________________________________________
 LF0885* NAD 83(1986)-  40 56 43.     (N)    095 47 52.     (W)     SCALED    
 LF0885* NAVD 88     -       288.233  (meters)     945.64   (feet)  ADJUSTED  
 LF0885  ___________________________________________________________________
 LF0885  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 LF0885  DYNAMIC HT  -         288.109 (meters)     945.24  (feet)  COMP
 LF0885  MODELED GRAV-     980,185.9   (mgal)                       NAVD 88
 LF0885
 LF0885  VERT ORDER  -  FIRST     CLASS II
 LF0885
 LF0885.The horizontal coordinates were scaled from a topographic map and have
 LF0885.an estimated accuracy of +/- 6 seconds.
 LF0885
 LF0885.The orthometric height was determined by differential leveling
 LF0885.and adjusted by the National Geodetic Survey in June 1991..
 LF0885
 LF0885.The geoid height was determined by GEOID03.
 LF0885
 LF0885.The dynamic height is computed by dividing the NAVD 88
 LF0885.geopotential number by the normal gravity value computed on the
 LF0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0885.degrees latitude (g = 980.6199 gals.).
 LF0885
 LF0885.The modeled gravity was interpolated from observed gravity values.
 LF0885
 LF0885;                    North         East    Units  Estimated Accuracy
 LF0885;SPC IA S     -   107,530.      306,550.      MT  (+/- 180 meters Scaled)
 LF0885
 LF0885                          SUPERSEDED SURVEY CONTROL
 LF0885
 LF0885  NGVD 29 (??/??/92)  288.151  (m)          945.38   (f) ADJ UNCH    1 2
 LF0885
 LF0885.Superseded values are not recommended for survey control.
 LF0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0885.See file dsdata.txt to determine how the superseded data were derived.
 LF0885
 LF0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF644364(NAD 83)
 LF0885_MARKER: DZ = AZIMUTH MARK DISK
 LF0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0885_SP_SET: CONCRETE POST
 LF0885_STAMPING: QUARRY AZI 1934
 LF0885_MARK LOGO: CGS   
 LF0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0885+STABILITY: SURFACE MOTION
 LF0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0885+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 LF0885
 LF0885  HISTORY     - Date     Condition        Report By
 LF0885  HISTORY     - 1934     MONUMENTED       CGS
 LF0885  HISTORY     - 1947     GOOD             NGS
 LF0885  HISTORY     - 19890724 GOOD             NGS
 LF0885
 LF0885                          STATION DESCRIPTION
 LF0885
 LF0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0885'4.1 MI N FROM BARTLETT.
 LF0885'4.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0885'FROM THE STATION AT BARTLETT, AT AN EAST-WEST GRAVEL ROAD
 LF0885'CROSSING, 33.5 FEET EAST OF THE EAST RAIL OF THE TRACK, 29.0
 LF0885'FEET SOUTH OF THE CENTER OF THE EAST-WEST GRAVEL ROAD, 3.4 FEET
 LF0885'SOUTH OF A DOUBLE GUY WIRE BRACED TELEPHONE POLE, 2.0 FEET
 LF0885'NORTH OF A REFERENCE POST, A REFERENCE MARK DISK SET IN A
 LF0885'CONCRETE POST IN LINE WITH A ROW OF TELEPHONE POLES, ABOUT 3
 LF0885'FEET BELOW THE TRACK AND ABOUT FLUSH WITH THE TOP OF THE
 LF0885'GROUND.
 LF0885
 LF0885                          STATION RECOVERY (1989)
 LF0885
 LF0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0885'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.4 KM
 LF0885'(4.00 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0885'JUNCTION OF COUNTY ROAD L 31 IN BARTLETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1422 ***********************************************************************
 LF1422  DESIGNATION -  QUARRY RESET
 LF1422  PID         -  LF1422
 LF1422  STATE/COUNTY-  IA/MILLS
 LF1422  USGS QUAD   -  ROCK BLUFF (1984)
 LF1422
 LF1422                         *CURRENT SURVEY CONTROL
 LF1422  ___________________________________________________________________
 LF1422* NAD 83(1996)-  40 56 29.91194(N)    095 47 09.96554(W)     ADJUSTED  
 LF1422* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 LF1422  ___________________________________________________________________
 LF1422  LAPLACE CORR-          -8.14  (seconds)                    DEFLEC99
 LF1422  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 LF1422
 LF1422  HORZ ORDER  -  FIRST
 LF1422
 LF1422.The horizontal coordinates were established by classical geodetic methods
 LF1422.and adjusted by the National Geodetic Survey in May 1999..
 LF1422
 LF1422.The orthometric height was scaled from a topographic map.
 LF1422
 LF1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1422
 LF1422.The geoid height was determined by GEOID03.
 LF1422
 LF1422;                    North         East     Units Scale Factor Converg.
 LF1422;SPC IA S     -   107,097.172   307,519.017   MT  0.99995855   -1 30 21.1
 LF1422;SPC NE       -   131,695.276   854,605.156   MT  0.99970675   +2 47 33.1
 LF1422;UTM  15      - 4,536,017.094   265,464.824   MT  1.00027707   -1 49 35.5
 LF1422
 LF1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1422!SPC IA S     -   0.99994492  x   0.99995855  =   0.99990347
 LF1422!SPC NE       -   0.99994492  x   0.99970675  =   0.99965169
 LF1422!UTM  15      -   0.99994492  x   1.00027707  =   1.00022198
 LF1422
 LF1422|---------------------------------------------------------------------|
 LF1422| PID    Reference Object                     Distance      Geod. Az  |
 LF1422|                                                           dddmmss.s |
 LF1422| CL8218 QUARRY RM 1                          48.065 METERS 15722     |
 LF1422| LF0885 QUARRY AZ MK                                       2943905.4 |
 LF1422| CL8219 QUARRY RM 2                          42.690 METERS 29654     |
 LF1422| MK1998 AIRWAY BN 87 FLASH RED WHITE        APPROX.44.0 KM 3011540.8 |
 LF1422| MJ1214 PLATTSMOUTH MUN STANDPIPE           APPROX.12.1 KM 3152255.8 |
 LF1422|---------------------------------------------------------------------|
 LF1422
 LF1422                          SUPERSEDED SURVEY CONTROL
 LF1422
 LF1422  NAD 83(1996)-  40 56 29.91193(N)    095 47 09.96554(W) AD(       ) 1
 LF1422  NAD 83(1986)-  40 56 29.92081(N)    095 47 09.96184(W) AD(       ) 1
 LF1422  NAD 27      -  40 56 29.91738(N)    095 47 08.94396(W) AD(       ) 1
 LF1422
 LF1422.Superseded values are not recommended for survey control.
 LF1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1422.See file dsdata.txt to determine how the superseded data were derived.
 LF1422
 LF1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6546536017(NAD 83)
 LF1422_MARKER: P = PIPE CAP
 LF1422_SETTING: 0 = UNSPECIFIED SETTING
 LF1422
 LF1422  HISTORY     - Date     Condition        Report By
 LF1422  HISTORY     - 1934     MONUMENTED       MORC
 LF1422  HISTORY     - 1947     GOOD             CGS
 LF1422
 LF1422                          STATION DESCRIPTION
 LF1422
 LF1422'DESCRIBED BY MISSOURI RIVER COMMISSION 1934 (CIA)
 LF1422'THE STATION IS A MISSOUI RIVER COMMISSION TRIANGULATION STATION,
 LF1422'ABOUT 1 MILE EAST AND 5 MILES SOUTH OF PACIFIC JUNCTION, IN THE
 LF1422'NORTHWEST QUARTER OF SEC. 22, T. 71 N., R. 43 W., ON THE HIGH
 LF1422'BLUFFS OVERLOOKING THE MISSOURI RIVER, ON LAND OWNED BY MR.
 LF1422'BUCKINGHAM.  MARK IS A 5-INCH IRON PIPE WITH A CAP ON TOP.  A
 LF1422'U.S. COAST AND GEODETIC SURVEY MARK IS SET IN CONCRETE IN TOP OF
 LF1422'THE PIPE.
 LF1422'
 LF1422'TO REACH FROM THE POST OFFICE IN PACIFIC JUNCTION, FOLLOW U.S.
 LF1422'HIGHWAY 34 WEST AND SOUTH 1.5 MILES TO CROSSROADS WHICH ARE
 LF1422'JUST WEST OF WHERE HIGHWAY 34 TURNS WEST, LEAVE HIGHWAY 34 AT
 LF1422'CROSSROADS, TURN LEFT AND GO SOUTH ON DIRT ROAD 3.3 MILES, THEN
 LF1422'LEFT (EAST) 0.2 MILE, THEN RIGHT (SOUTH) 0.05 MILE TO MR.
 LF1422'BUCKINGHAMS HOUSE, FOLLOW TRAIL UP STEEP RIDGE TO TOP AND
 LF1422'STATION.
 LF1422'
 LF1422'REFERENCE MARK NO. 1 IS 48.065 METERS (151.71 FEET) SOUTHEAST
 LF1422'OF STATION, SET IN THE TOP OF AN IRON PIPE ABOUT 5 INCHES IN
 LF1422'DIAMETER.
 LF1422'
 LF1422'REFERENCE MARK NO. 2 IS 42.690 METERS (140.08 FEET) WEST OF
 LF1422'STATION, SET IN TOP OF A 5-INCH IRON PIPE.
 LF1422'
 LF1422'AZIMUTH MARK IS 1.0 MILE EAST OF STATION AT SOUTHEAST INTERSECTION
 LF1422'OF EAST-WEST ROAD AND RAILROAD, 30 FEET EAST OF CENTERLINE OF
 LF1422'RAILROAD.
 LF1422'
 LF1422'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 LF1422
 LF1422                          STATION RECOVERY (1947)
 LF1422
 LF1422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1422'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934 AND ALL
 LF1422'MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES AND DIRECTIONS
 LF1422'WERE CHECKED AND FOUND TO BE CORRECT.  THE AZIMUTH MARK IS WEST
 LF1422'OF THE STATION, INSTEAD OF EAST.  A COMPLETE NEW DESCRIPTION
 LF1422'FOLLOWS.
 LF1422'
 LF1422'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF AND ABOUT 1 MILE
 LF1422'EAST OF PACIFIC JUNCTION, ON A HIGH BLUFF OVERLOOKING THE
 LF1422'MISSOURI RIVER VALLEY.  IT IS A 5 INCH IRON PIPE EMBEDDED IN THE
 LF1422'GROUND, WITH A USC AND GS STATION MARK DISK SET IN THE TOP.  THE
 LF1422'DISK IS STAMPED QUARRY 1934 AND PROJECTS 6 INCHES.
 LF1422'
 LF1422'REFERENCE MARK NO. 1 IS 157.70 FEET SOUTHEAST OF THE STATION, ON
 LF1422'THE RIDGE LEADING SOUTHEAST FROM THE STATION.  IT IS A 5 INCH
 LF1422'IRON PIPE WITH A USC AND GS REFERENCE MARK DISK SET IN THE TOP.
 LF1422'THE DISK IS STAMPED QUARRY NO 1 1934 AND PROJECTS 6 INCHES.
 LF1422'
 LF1422'REFERENCE MARK NO. 2 IS 140.07 FEET WEST OF THE STATION, ON THE
 LF1422'RIDGE LEADING TO THE STATION.  IT IS A 5 INCH IRON PIPE, WITH A
 LF1422'USC AND GS REFERENCE MARK DISK SET IN THE TOP.  THE DISK IS
 LF1422'STAMPED QUARRY NO 2 1934 AND PROJECTS 6 INCHES.
 LF1422'
 LF1422'THE AZIMUTH MARK IS APPROXIMATELY 1.0 MILE WEST OF THE STATION,
 LF1422'ON THE RAILROAD RIGHT-OF-WAY.  IT IS 33.5 FEET EAST OF THE EAST
 LF1422'RAIL OF THE RAILROAD TRACKS, 29 FEET SOUTH OF THE CENTERLINE OF
 LF1422'A GRAVELED ROAD, 4 FEET SOUTH OF A TELEPHONE POLE, AND 1.8 FEET
 LF1422'NORTH OF A WITNESS POST.  THE DISK IS STAMPED QUARRY AZI 1934
 LF1422'AND IS SET FLUSH WITH THE GROUND.
 LF1422'
 LF1422'TO REACH THE STATION FROM THE POST OFFICE IN PACIFIC JUNCTION,
 LF1422'GO WEST FOR 0.25 MILE TO A T INTERSECTION.  TURN LEFT AND GO
 LF1422'1.25 MILES, THENCE RIGHT ON U.S. HIGHWAY 34, FOR 0.1 MILE TO A
 LF1422'CROSS ROAD.  TURN LEFT AND GO SOUTH FOR 1.6 MILES TO STATION
 LF1422'OSBORNE ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 2.45 MILES TO A
 LF1422'SIDE ROAD LEFT.  TURN LEFT AND GO 0.3 MILE TO A RAILROAD
 LF1422'CROSSING AND THE AZIMUTH MARK ON THE EAST SIDE OF THE TRACKS AS
 LF1422'DESCRIBED.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A T ROAD.
 LF1422'TURN RIGHT AND GO 0.05 MILE TO A FARM HOUSE ON THE LEFT, AND THE
 LF1422'END OF TRUCK TRAVEL.  FROM HERE PACK UP A RIDGE
 LF1422'SOUTH-EASTERLY FOR APPROXIMATELY 1/2 MILE TO THE TOP
 LF1422'OF THE HILL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0686 ***********************************************************************
 NL0686  DESIGNATION -  QUIMBY
 NL0686  PID         -  NL0686
 NL0686  STATE/COUNTY-  IA/CHEROKEE
 NL0686  USGS QUAD   -  QUIMBY (1969)
 NL0686
 NL0686                         *CURRENT SURVEY CONTROL
 NL0686  ___________________________________________________________________
 NL0686* NAD 83(1996)-  42 39 46.87127(N)    095 38 25.71210(W)     ADJUSTED  
 NL0686* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 NL0686  ___________________________________________________________________
 NL0686  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 NL0686  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 NL0686
 NL0686  HORZ ORDER  -  THIRD
 NL0686
 NL0686.The horizontal coordinates were established by classical geodetic methods
 NL0686.and adjusted by the National Geodetic Survey in May 1999..
 NL0686
 NL0686.The orthometric height was scaled from a topographic map.
 NL0686
 NL0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0686
 NL0686.The geoid height was determined by GEOID03.
 NL0686
 NL0686;                    North         East     Units Scale Factor Converg.
 NL0686;SPC IA N     - 1,131,405.496 1,324,541.118   MT  0.99994537   -1 27 02.5
 NL0686;UTM  15      - 4,726,775.277   283,600.429   MT  1.00017617   -1 47 24.4
 NL0686
 NL0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0686!SPC IA N     -   0.99993781  x   0.99994537  =   0.99988319
 NL0686!UTM  15      -   0.99993781  x   1.00017617  =   1.00011397
 NL0686
 NL0686:                Primary Azimuth Mark                     Grid Az
 NL0686:SPC IA N     -  AURELIA MUNICIPAL TANK                   072 54 48.2
 NL0686:UTM  15      -  AURELIA MUNICIPAL TANK                   073 15 10.1
 NL0686
 NL0686|---------------------------------------------------------------------|
 NL0686| PID    Reference Object                     Distance      Geod. Az  |
 NL0686|                                                           dddmmss.s |
 NL0686| NL0579 AURELIA MUNICIPAL TANK              APPROX.17.7 KM 0712745.7 |
 NL0686| CO3539 QUIMBY RM 1                          10.674 METERS 08809     |
 NL0686| CO3538 QUIMBY AZ MK                                       0883439.5 |
 NL0686| CO3540 QUIMBY RM 2                          12.933 METERS 27239     |
 NL0686|---------------------------------------------------------------------|
 NL0686
 NL0686                          SUPERSEDED SURVEY CONTROL
 NL0686
 NL0686  NAD 83(1996)-  42 39 46.87137(N)    095 38 25.71204(W) AD(       ) 3
 NL0686  NAD 83(1996)-  42 39 46.87073(N)    095 38 25.71082(W) AD(       ) 3
 NL0686  NAD 83(1986)-  42 39 46.87119(N)    095 38 25.70988(W) AD(       ) 3
 NL0686  NAD 27      -  42 39 46.93300(N)    095 38 24.68700(W) AD(       ) 3
 NL0686
 NL0686.Superseded values are not recommended for survey control.
 NL0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0686.See file dsdata.txt to determine how the superseded data were derived.
 NL0686
 NL0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH8360026775(NAD 83)
 NL0686_MARKER: DS = TRIANGULATION STATION DISK
 NL0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0686
 NL0686  HISTORY     - Date     Condition        Report By
 NL0686  HISTORY     - 1950     MONUMENTED       CGS
 NL0686  HISTORY     - 1962     GOOD             CGS
 NL0686
 NL0686                          STATION DESCRIPTION
 NL0686
 NL0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0686'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTH OF QUIMBY
 NL0686'ON PROPERTY OWNED BY MR. HAWLEY SMITH.  IT IS 84 FEET EAST
 NL0686'OF A POWER LINE POLE, 34 FEET SOUTH OF THE CENTERLINE OF A
 NL0686'GRAVEL ROAD, 11 FEET WEST SOUTHWEST OF A CONCRETE FENCE
 NL0686'POST, 6 FEET SOUTHEAST OF A WHITE WITNESS POST AND 3 FEET
 NL0686'SOUTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK IS SET ABOUT 18
 NL0686'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 NL0686'QUIMBY 1950.
 NL0686'
 NL0686'REFERENCE MARK NO. 1 IS 34 FEET SOUTH OF THE CENTERLINE OF A
 NL0686'GRAVEL ROAD AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCELINE.
 NL0686'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED QUIMBY
 NL0686'NO 1 1950.
 NL0686'
 NL0686'REFERENCE MARK NO. 2 IS 42 FEET EAST OF A POWER LINE POLE,
 NL0686'34 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD AND 1 FOOT SOUTH
 NL0686'OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 3 INCHES
 NL0686'AND THE DISK IS STAMPED QUIMBY NO 2 1950.
 NL0686'
 NL0686'AZIMUTH MARK IS 60 FEET WEST OF THE CENTERLINE OF A DRIVEWAY
 NL0686'TO FARM HOME, 34 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 NL0686'3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 NL0686'RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 NL0686'THE DISK IS STAMPED QUIMBY 1950
 NL0686'
 NL0686'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN
 NL0686'OF QUIMBY, GO NORTH ON STATE HIGHWAY 31 FOR 0.65 MILE TO A
 NL0686'SIDE ROAD LEFT JUST AFTER CROSSING A SMALL BRIDGE.  TURN
 NL0686'LEFT (NORTH) FOR 1.7 MILE TO A CROSSROADS.  TURN RIGHT (EAST)
 NL0686'FOR 0.05 MILE TO STATION ON RIGHT AS DESCRIBED.
 NL0686'
 NL0686'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL
 NL0686'ROAD FOR 0.55 MILE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 NL0686'
 NL0686'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0686
 NL0686                          STATION RECOVERY (1962)
 NL0686
 NL0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NL0686'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NL0686'FOUND IN GOOD CONDITION.  A REVISED TO REACH FOR THE STATION
 NL0686'FOLLOWS BECAUSE STATE HIGHWAY 31 (NEW) HAS BEEN REROUTED
 NL0686'IN THIS AREA.
 NL0686'
 NL0686'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN
 NL0686'OF QUIMBY, GO NORTH ON A HARD-SURFACED ROAD FOR 0.65 MILE
 NL0686'TO A SIDE ROAD LEFT JUST AFTER CROSSING A BRIDGE.  TURN LEFT
 NL0686'AND GO NORTH OF A GRAVEL ROAD FOR 1.7 MILES TO CROSSROADS.
 NL0686'TURN RIGHT AND GO EAST FOR 0.05 MILE TO THE STATION ON THE
 NL0686'RIGHT AS DESCRIBED.
 NL0686'
 NL0686'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.55 MILE
 NL0686'ON A GRAVEL ROAD TO THE AZIMUTH MARK ON THE LEFT OR NORTH
 NL0686'SIDE OF THE ROAD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0130 ***********************************************************************
 OP0130  DESIGNATION -  R 1
 OP0130  PID         -  OP0130
 OP0130  STATE/COUNTY-  IA/KOSSUTH
 OP0130  USGS QUAD   -  ALGONA (1972)
 OP0130
 OP0130                         *CURRENT SURVEY CONTROL
 OP0130  ___________________________________________________________________
 OP0130* NAD 83(1986)-  43 04 28.     (N)    094 13 25.     (W)     SCALED    
 OP0130* NAVD 88     -       366.173  (meters)    1201.35   (feet)  ADJUSTED  
 OP0130  ___________________________________________________________________
 OP0130  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 OP0130  DYNAMIC HT  -         366.068 (meters)    1201.01  (feet)  COMP
 OP0130  MODELED GRAV-     980,322.9   (mgal)                       NAVD 88
 OP0130
 OP0130  VERT ORDER  -  FIRST     CLASS II
 OP0130
 OP0130.The horizontal coordinates were scaled from a topographic map and have
 OP0130.an estimated accuracy of +/- 6 seconds.
 OP0130
 OP0130.The orthometric height was determined by differential leveling
 OP0130.and adjusted by the National Geodetic Survey in June 1991..
 OP0130
 OP0130.The geoid height was determined by GEOID03.
 OP0130
 OP0130.The dynamic height is computed by dividing the NAVD 88
 OP0130.geopotential number by the normal gravity value computed on the
 OP0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0130.degrees latitude (g = 980.6199 gals.).
 OP0130
 OP0130.The modeled gravity was interpolated from observed gravity values.
 OP0130
 OP0130;                    North         East    Units  Estimated Accuracy
 OP0130;SPC IA N     - 1,175,140.    1,441,070.      MT  (+/- 180 meters Scaled)
 OP0130
 OP0130                          SUPERSEDED SURVEY CONTROL
 OP0130
 OP0130  NGVD 29 (??/??/92)  366.117  (m)         1201.17   (f) ADJ UNCH    1 2
 OP0130
 OP0130.Superseded values are not recommended for survey control.
 OP0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0130.See file dsdata.txt to determine how the superseded data were derived.
 OP0130
 OP0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH003698(NAD 83)
 OP0130_MARKER: DB = BENCH MARK DISK
 OP0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0130_SP_SET: ABUTMENT
 OP0130_STAMPING: 1201.169 R 1 1930
 OP0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0130
 OP0130  HISTORY     - Date     Condition        Report By
 OP0130  HISTORY     - 1930     MONUMENTED       CGS
 OP0130  HISTORY     - 1934     GOOD             NGS
 OP0130
 OP0130                          STATION DESCRIPTION
 OP0130
 OP0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0130'IN ALGONA.
 OP0130'AT ALGONA, KOSSUTH COUNTY, 0.6 MILE NORTH OF THE CHICAGO AND NORTH
 OP0130'WESTERN RAILWAY STATION, AT BRIDGE 793, AND IN THE TOP OF THE WEST END
 OP0130'OF THE NORTH ABUTMENT.  A STANDARD DISK, STAMPED 1201.169 R 1 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0184 ***********************************************************************
 MH0184  DESIGNATION -  R 10
 MH0184  PID         -  MH0184
 MH0184  STATE/COUNTY-  IA/MARSHALL
 MH0184  USGS QUAD   -  LAUREL (1980)
 MH0184
 MH0184                         *CURRENT SURVEY CONTROL
 MH0184  ___________________________________________________________________
 MH0184* NAD 83(1986)-  41 59 25.     (N)    092 59 38.     (W)     SCALED    
 MH0184* NAVD 88     -       286.608  (meters)     940.31   (feet)  ADJUSTED  
 MH0184  ___________________________________________________________________
 MH0184  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 MH0184  DYNAMIC HT  -         286.496 (meters)     939.95  (feet)  COMP
 MH0184  MODELED GRAV-     980,224.8   (mgal)                       NAVD 88
 MH0184
 MH0184  VERT ORDER  -  FIRST     CLASS II
 MH0184
 MH0184.The horizontal coordinates were scaled from a topographic map and have
 MH0184.an estimated accuracy of +/- 6 seconds.
 MH0184
 MH0184.The orthometric height was determined by differential leveling
 MH0184.and adjusted by the National Geodetic Survey in June 1991..
 MH0184
 MH0184.The geoid height was determined by GEOID03.
 MH0184
 MH0184.The dynamic height is computed by dividing the NAVD 88
 MH0184.geopotential number by the normal gravity value computed on the
 MH0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0184.degrees latitude (g = 980.6199 gals.).
 MH0184
 MH0184.The modeled gravity was interpolated from observed gravity values.
 MH0184
 MH0184;                    North         East    Units  Estimated Accuracy
 MH0184;SPC IA N     - 1,054,580.    1,541,940.      MT  (+/- 180 meters Scaled)
 MH0184
 MH0184                          SUPERSEDED SURVEY CONTROL
 MH0184
 MH0184  NGVD 29 (??/??/92)  286.586  (m)          940.24   (f) ADJ UNCH    1 2
 MH0184
 MH0184.Superseded values are not recommended for survey control.
 MH0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0184.See file dsdata.txt to determine how the superseded data were derived.
 MH0184
 MH0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG005486(NAD 83)
 MH0184_MARKER: DB = BENCH MARK DISK
 MH0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0184_STAMPING: R 10 1933
 MH0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0184+STABILITY: SURFACE MOTION
 MH0184
 MH0184  HISTORY     - Date     Condition        Report By
 MH0184  HISTORY     - 1933     MONUMENTED       CGS
 MH0184  HISTORY     - 1957     MARK NOT FOUND   NGS
 MH0184
 MH0184                          STATION DESCRIPTION
 MH0184
 MH0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MH0184'6 MI SW FROM MARSHALLTOWN.
 MH0184'6 MILES SOUTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 MH0184'MARSHALLTOWN, MARSHALL COUNTY, 165 FEET EAST OF THE STATION AT
 MH0184'LURAY, 57 FEET NORTHEAST OF POLE 326+09, 24 FEET EAST OF THE
 MH0184'CENTER OF A ROAD CROSSING, AND 22 FEET SOUTH OF THE CENTERLINE
 MH0184'OF THE TRACK.  A STANDARD DISK, STAMPED R 10 1933 AND SET IN THE
 MH0184'TOP OF A CONCRETE POST.  NOTE-- RAILROAD STATION HAS BEEN
 MH0184'ABANDONED.  SINCE MARK WAS SET AND ROAD CHANGES, INDICATES THAT
 MH0184'THE MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0093 ***********************************************************************
 NL0093  DESIGNATION -  R 101
 NL0093  PID         -  NL0093
 NL0093  STATE/COUNTY-  IA/GREENE
 NL0093  USGS QUAD   -  CHURDAN (1985)
 NL0093
 NL0093                         *CURRENT SURVEY CONTROL
 NL0093  ___________________________________________________________________
 NL0093* NAD 83(1986)-  42 10 44.     (N)    094 29 16.     (W)     SCALED    
 NL0093* NAVD 88     -       338.599  (meters)    1110.89   (feet)  ADJUSTED  
 NL0093  ___________________________________________________________________
 NL0093  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 NL0093  DYNAMIC HT  -         338.493 (meters)    1110.54  (feet)  COMP
 NL0093  MODELED GRAV-     980,299.1   (mgal)                       NAVD 88
 NL0093
 NL0093  VERT ORDER  -  SECOND    CLASS 0
 NL0093
 NL0093.The horizontal coordinates were scaled from a topographic map and have
 NL0093.an estimated accuracy of +/- 6 seconds.
 NL0093
 NL0093.The orthometric height was determined by differential leveling
 NL0093.and adjusted by the National Geodetic Survey in June 1991..
 NL0093
 NL0093.The geoid height was determined by GEOID03.
 NL0093
 NL0093.The dynamic height is computed by dividing the NAVD 88
 NL0093.geopotential number by the normal gravity value computed on the
 NL0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0093.degrees latitude (g = 980.6199 gals.).
 NL0093
 NL0093.The modeled gravity was interpolated from observed gravity values.
 NL0093
 NL0093;                    North         East    Units  Estimated Accuracy
 NL0093;SPC IA N     - 1,075,890.    1,418,400.      MT  (+/- 180 meters Scaled)
 NL0093
 NL0093                          SUPERSEDED SURVEY CONTROL
 NL0093
 NL0093  NGVD 29 (??/??/92)  338.554  (m)         1110.74   (f) ADJ UNCH    2 0
 NL0093
 NL0093.Superseded values are not recommended for survey control.
 NL0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0093.See file dsdata.txt to determine how the superseded data were derived.
 NL0093
 NL0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG771707(NAD 83)
 NL0093_MARKER: DB = BENCH MARK DISK
 NL0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0093_STAMPING: R 101 1935
 NL0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0093+STABILITY: SURFACE MOTION
 NL0093
 NL0093  HISTORY     - Date     Condition        Report By
 NL0093  HISTORY     - 1935     MONUMENTED       CGS
 NL0093  HISTORY     - 1960     MARK NOT FOUND   NGS
 NL0093
 NL0093                          STATION DESCRIPTION
 NL0093
 NL0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NL0093'1.1 MI SE FROM ADAZA.
 NL0093'1.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NL0093'AND PACIFIC RAILROAD FROM THE STATION AT ADAZA, GREENE COUNTY,
 NL0093'ONE-HALF POLE NORTHWEST OF STATION ONE MILE SIGN, 45 FEET
 NL0093'NORTHEAST OF THE CENTERLINE OF THE TRACK, 4 FEET NORTHEAST OF
 NL0093'A POLE, 4 FEET SOUTHWEST OF A FENCE LINE, AND 4 FEET LOWER THAN
 NL0093'THE TRACK.  A STANDARD DISK, STAMPED R 101 1935 AND SET
 NL0093'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0049 ***********************************************************************
 MJ0049  DESIGNATION -  R 102
 MJ0049  PID         -  MJ0049
 MJ0049  STATE/COUNTY-  IA/GUTHRIE
 MJ0049  USGS QUAD   -  GUTHRIE CENTER EAST (1982)
 MJ0049
 MJ0049                         *CURRENT SURVEY CONTROL
 MJ0049  ___________________________________________________________________
 MJ0049* NAD 83(1986)-  41 41 16.     (N)    094 24 09.     (W)     SCALED    
 MJ0049* NAVD 88     -       333.774  (meters)    1095.06   (feet)  ADJUSTED  
 MJ0049  ___________________________________________________________________
 MJ0049  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 MJ0049  DYNAMIC HT  -         333.660 (meters)    1094.68  (feet)  COMP
 MJ0049  MODELED GRAV-     980,269.4   (mgal)                       NAVD 88
 MJ0049
 MJ0049  VERT ORDER  -  SECOND    CLASS 0
 MJ0049
 MJ0049.The horizontal coordinates were scaled from a topographic map and have
 MJ0049.an estimated accuracy of +/- 6 seconds.
 MJ0049
 MJ0049.The orthometric height was determined by differential leveling
 MJ0049.and adjusted by the National Geodetic Survey in June 1991..
 MJ0049
 MJ0049.The geoid height was determined by GEOID03.
 MJ0049
 MJ0049.The dynamic height is computed by dividing the NAVD 88
 MJ0049.geopotential number by the normal gravity value computed on the
 MJ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0049.degrees latitude (g = 980.6199 gals.).
 MJ0049
 MJ0049.The modeled gravity was interpolated from observed gravity values.
 MJ0049
 MJ0049;                    North         East    Units  Estimated Accuracy
 MJ0049;SPC IA S     -   187,820.      424,870.      MT  (+/- 180 meters Scaled)
 MJ0049
 MJ0049                          SUPERSEDED SURVEY CONTROL
 MJ0049
 MJ0049  NGVD 29 (??/??/92)  333.733  (m)         1094.92   (f) ADJ UNCH    2 0
 MJ0049
 MJ0049.Superseded values are not recommended for survey control.
 MJ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0049.See file dsdata.txt to determine how the superseded data were derived.
 MJ0049
 MJ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG832160(NAD 83)
 MJ0049_MARKER: DB = BENCH MARK DISK
 MJ0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0049_SP_SET: CULVERT
 MJ0049_STAMPING: R 102 1935
 MJ0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0049
 MJ0049  HISTORY     - Date     Condition        Report By
 MJ0049  HISTORY     - 1935     MONUMENTED       CGS
 MJ0049  HISTORY     - 1942     GOOD             NGS
 MJ0049  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0049
 MJ0049                          STATION DESCRIPTION
 MJ0049
 MJ0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MJ0049'2 MI W FROM PANORA.
 MJ0049'2.0 MILES WEST ALONG STATE HIGHWAY 64 FROM THE TOWN SQUARE AT
 MJ0049'PANORA, 200 FEET EAST OF A CURVE TO THE SOUTH, 50 FEET EAST OF
 MJ0049'HIGHWAY STATION 986, AT A 4-FOOT CULVERT, IN THE TOP OF THE
 MJ0049'NORTH CONCRETE HEADWALL, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 MJ0049'DISK, STAMPED R 102 1935.
 MJ0049
 MJ0049                          STATION RECOVERY (1980)
 MJ0049
 MJ0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0049'NEW ROAD CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0129 ***********************************************************************
 MJ0129  DESIGNATION -  R 103
 MJ0129  PID         -  MJ0129
 MJ0129  STATE/COUNTY-  IA/ADAIR
 MJ0129  USGS QUAD   -  GREENFIELD (1983)
 MJ0129
 MJ0129                         *CURRENT SURVEY CONTROL
 MJ0129  ___________________________________________________________________
 MJ0129* NAD 83(1986)-  41 22 28.     (N)    094 24 50.     (W)     SCALED    
 MJ0129* NAVD 88     -       387.128  (meters)    1270.10   (feet)  ADJUSTED  
 MJ0129  ___________________________________________________________________
 MJ0129  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 MJ0129  DYNAMIC HT  -         386.952 (meters)    1269.53  (feet)  COMP
 MJ0129  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 MJ0129
 MJ0129  VERT ORDER  -  SECOND    CLASS 0
 MJ0129
 MJ0129.The horizontal coordinates were scaled from a topographic map and have
 MJ0129.an estimated accuracy of +/- 6 seconds.
 MJ0129
 MJ0129.The orthometric height was determined by differential leveling
 MJ0129.and adjusted by the National Geodetic Survey in June 1991..
 MJ0129
 MJ0129.The geoid height was determined by GEOID03.
 MJ0129
 MJ0129.The dynamic height is computed by dividing the NAVD 88
 MJ0129.geopotential number by the normal gravity value computed on the
 MJ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0129.degrees latitude (g = 980.6199 gals.).
 MJ0129
 MJ0129.The modeled gravity was interpolated from observed gravity values.
 MJ0129
 MJ0129;                    North         East    Units  Estimated Accuracy
 MJ0129;SPC IA S     -   153,030.      423,550.      MT  (+/- 180 meters Scaled)
 MJ0129
 MJ0129                          SUPERSEDED SURVEY CONTROL
 MJ0129
 MJ0129  NGVD 29 (??/??/92)  387.027  (m)         1269.77   (f) ADJ UNCH    2 0
 MJ0129
 MJ0129.Superseded values are not recommended for survey control.
 MJ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0129.See file dsdata.txt to determine how the superseded data were derived.
 MJ0129
 MJ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF817812(NAD 83)
 MJ0129_MARKER: DB = BENCH MARK DISK
 MJ0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0129_STAMPING: R 103 1935
 MJ0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0129+STABILITY: SURFACE MOTION
 MJ0129
 MJ0129  HISTORY     - Date     Condition        Report By
 MJ0129  HISTORY     - 1935     MONUMENTED       CGS
 MJ0129  HISTORY     - 1953     MARK NOT FOUND   NGS
 MJ0129
 MJ0129                          STATION DESCRIPTION
 MJ0129
 MJ0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MJ0129'7.1 MI N FROM GREENFIELD.
 MJ0129'7.1 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE COURTHOUSE AT
 MJ0129'GREENFIELD, ADAIR COUNTY, AT THE CROSSROADS AT GROVE SCHOOL NO.
 MJ0129'5, 165 FEET NORTH OF THE CENTERLINE OF THE CROSSROAD, IN THE
 MJ0129'NORTHWEST CORNER OF THE SCHOOLYARD, 61 FEET NORTHWEST OF THE
 MJ0129'NORTHWEST CORNER OF THE SCHOOL BUILDING, 30 FEET EAST OF THE
 MJ0129'CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF A RIGHT OF WAY
 MJ0129'MARKER, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 MJ0129'STAMPED R 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0025 ***********************************************************************
 LF0025  DESIGNATION -  R 104
 LF0025  PID         -  LF0025
 LF0025  STATE/COUNTY-  IA/UNION
 LF0025  USGS QUAD   -  SHANNON CITY (1981)
 LF0025
 LF0025                         *CURRENT SURVEY CONTROL
 LF0025  ___________________________________________________________________
 LF0025* NAD 83(1986)-  40 54 50.     (N)    094 20 14.     (W)     SCALED    
 LF0025* NAVD 88     -       378.170  (meters)    1240.71   (feet)  ADJUSTED  
 LF0025  ___________________________________________________________________
 LF0025  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 LF0025  DYNAMIC HT  -         377.982 (meters)    1240.10  (feet)  COMP
 LF0025  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 LF0025
 LF0025  VERT ORDER  -  SECOND    CLASS 0
 LF0025
 LF0025.The horizontal coordinates were scaled from a topographic map and have
 LF0025.an estimated accuracy of +/- 6 seconds.
 LF0025
 LF0025.The orthometric height was determined by differential leveling
 LF0025.and adjusted by the National Geodetic Survey in June 1991..
 LF0025
 LF0025.The geoid height was determined by GEOID03.
 LF0025
 LF0025.The dynamic height is computed by dividing the NAVD 88
 LF0025.geopotential number by the normal gravity value computed on the
 LF0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0025.degrees latitude (g = 980.6199 gals.).
 LF0025
 LF0025.The modeled gravity was interpolated from observed gravity values.
 LF0025
 LF0025;                    North         East    Units  Estimated Accuracy
 LF0025;SPC IA S     -   101,830.      429,470.      MT  (+/- 180 meters Scaled)
 LF0025
 LF0025                          SUPERSEDED SURVEY CONTROL
 LF0025
 LF0025  NGVD 29 (??/??/92)  378.05   (m)         1240.3    (f) COMPUTED    2 0
 LF0025
 LF0025.Superseded values are not recommended for survey control.
 LF0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0025.See file dsdata.txt to determine how the superseded data were derived.
 LF0025
 LF0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF873300(NAD 83)
 LF0025_MARKER: DB = BENCH MARK DISK
 LF0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0025_STAMPING: R-104 1935
 LF0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0025+STABILITY: SURFACE MOTION
 LF0025
 LF0025  HISTORY     - Date     Condition        Report By
 LF0025  HISTORY     - 1935     MONUMENTED       CGS
 LF0025
 LF0025                          STATION DESCRIPTION
 LF0025
 LF0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0025'7.4 MI N FROM DIAGONAL.
 LF0025'9.3 MILES SOUTH OF U.S. HIGHWAY 34 ALONG THE CRESTON-DIAGNOL
 LF0025'ROAD AT SCHOOL HOUSE ON THE EAST SIDE OF THE ROAD.  SET IN THE
 LF0025'NORTHWEST CORNER OF THE SCHOOL YARD, 24 FEET EAST OF THE CENTER
 LF0025'LINE OF THE ROAD, 180 FEET NORTH OF THE CENTER LINE OF CROSS-ROAD,
 LF0025'AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0026 ***********************************************************************
 LF0026  CBN         -  This is a Cooperative Base Network Control Station.
 LF0026  DESIGNATION -  R 104 RESET
 LF0026  PID         -  LF0026
 LF0026  STATE/COUNTY-  IA/UNION
 LF0026  USGS QUAD   -  SHANNON CITY (1981)
 LF0026
 LF0026                         *CURRENT SURVEY CONTROL
 LF0026  ___________________________________________________________________
 LF0026* NAD 83(1996)-  40 54 50.46762(N)    094 20 14.54802(W)     ADJUSTED  
 LF0026* NAVD 88     -       378.29   (meters)    1241.1    (feet)  RESET     
 LF0026  ___________________________________________________________________
 LF0026  X           -    -365,070.566 (meters)                     COMP
 LF0026  Y           -  -4,813,287.671 (meters)                     COMP
 LF0026  Z           -   4,155,439.663 (meters)                     COMP
 LF0026  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 LF0026  ELLIP HEIGHT-         347.35  (meters)          (06/15/04) GPS OBS
 LF0026  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 LF0026
 LF0026  HORZ ORDER  -  B
 LF0026  VERT ORDER  -  THIRD
 LF0026  ELLP ORDER  -  FOURTH    CLASS I
 LF0026
 LF0026.The horizontal coordinates were established by GPS observations
 LF0026.and adjusted by the National Geodetic Survey in August 1997..
 LF0026
 LF0026.The orthometric height was computed from unverified reset data.
 LF0026.No vertical observational check was made to the station.
 LF0026
 LF0026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF0026
 LF0026.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0026
 LF0026.The ellipsoidal height was determined by GPS observations
 LF0026.and is referenced to NAD 83.
 LF0026
 LF0026.The geoid height was determined by GEOID03.
 LF0026
 LF0026;                    North         East     Units Scale Factor Converg.
 LF0026;SPC IA S     -   101,839.635   429,459.724   MT  0.99996084   -0 33 05.7
 LF0026;UTM  15      - 4,530,073.319   387,377.250   MT  0.99975611   -0 52 33.5
 LF0026
 LF0026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0026!SPC IA S     -   0.99994552  x   0.99996084  =   0.99990636
 LF0026!UTM  15      -   0.99994552  x   0.99975611  =   0.99970164
 LF0026
 LF0026                          SUPERSEDED SURVEY CONTROL
 LF0026
 LF0026  ELLIP H (08/25/97)  347.41   (m)                       GP(       ) 4 1
 LF0026  NGVD 29 (??/??/??)  378.17   (m)         1240.7    (f) RESET       3  
 LF0026
 LF0026.Superseded values are not recommended for survey control.
 LF0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0026.See file dsdata.txt to determine how the superseded data were derived.
 LF0026
 LF0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF8737730073(NAD 83)
 LF0026_MARKER: DB = BENCH MARK DISK
 LF0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0026_STAMPING: R 104 1935 RESET 1954
 LF0026_MARK LOGO: CGS   
 LF0026_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0026+STABILITY: SURFACE MOTION
 LF0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0026+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1996
 LF0026
 LF0026  HISTORY     - Date     Condition        Report By
 LF0026  HISTORY     - 1954     MONUMENTED       CGS
 LF0026  HISTORY     - 1978     GOOD             USGS
 LF0026  HISTORY     - 19960917 GOOD             IADT
 LF0026
 LF0026                          STATION DESCRIPTION
 LF0026
 LF0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LF0026'1.5 MI E FROM CRESTON.
 LF0026'1-1/2 MILES EAST ALONG U.S. HIGHWAY 34 FROM CRESTON, UNION
 LF0026'COUNTY, 9.5 MILES SOUTH ALONG THE CRESTON-DIAGONAL ROAD, 1 MILE
 LF0026'NORTH OF THE UNION RINGGOLD COUNTY LINE, AT A SCHOOLHOUSE, 39
 LF0026'FEET EAST OF THE CENTERLINE OF THE ROAD, 6 FEET NORTH OF A
 LF0026'FENCE CORNER AT THE NORTHWEST CORNER OF THE SCHOOL YARD, AND 1
 LF0026'FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED R 104 1935 RESET
 LF0026'1954 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LF0026'ABOVE GROUND.
 LF0026
 LF0026                          STATION RECOVERY (1978)
 LF0026
 LF0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LF0026'CRESTON 1.5 MILE EAST, 9.5 MILES SOUTH OF. 7.5 MILES NORTH OF
 LF0026'DIAGONAL. T 71 N, R 30 W, NEAR CORNER OF SECTIONS 29-30-31-32. 227
 LF0026'FEET NORTH, 39 FEET EAST OF CROSSROADS, 1 FOOT WEST OF A FENCE AND
 LF0026'WITNESS POST, IN A CONCRETE POST A STD DISK STAMPED R 104 RESET 1954.
 LF0026
 LF0026                          STATION RECOVERY (1996)
 LF0026
 LF0026'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 LF0026'RECOVERED AS DESCRIBED BY IOWA DOT.  ALLOW FOR EXTRA TIME TO SET UP
 LF0026'TRIPOD DURING AN OCCUPATION, BECAUSE THE MONUMENT IS DIRECTLY UNDER A
 LF0026'R.O.W.  FENCE.  A PINK STATE HARN SURVEY SIGN WAS SET 0.6 M (2.0 FT)
 LF0026'WEST OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0188 ***********************************************************************
 LF0188  DESIGNATION -  R 105
 LF0188  PID         -  LF0188
 LF0188  STATE/COUNTY-  IA/TAYLOR
 LF0188  USGS QUAD   -  LADOGA (1980)
 LF0188
 LF0188                         *CURRENT SURVEY CONTROL
 LF0188  ___________________________________________________________________
 LF0188* NAD 83(1986)-  40 37 47.     (N)    094 45 06.     (W)     SCALED    
 LF0188* NAVD 88     -       330.271  (meters)    1083.56   (feet)  ADJUSTED  
 LF0188  ___________________________________________________________________
 LF0188  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 LF0188  DYNAMIC HT  -         330.098 (meters)    1083.00  (feet)  COMP
 LF0188  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 LF0188
 LF0188  VERT ORDER  -  SECOND    CLASS 0
 LF0188
 LF0188.The horizontal coordinates were scaled from a topographic map and have
 LF0188.an estimated accuracy of +/- 6 seconds.
 LF0188
 LF0188.The orthometric height was determined by differential leveling
 LF0188.and adjusted by the National Geodetic Survey in June 1991..
 LF0188
 LF0188.The geoid height was determined by GEOID03.
 LF0188
 LF0188.The dynamic height is computed by dividing the NAVD 88
 LF0188.geopotential number by the normal gravity value computed on the
 LF0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0188.degrees latitude (g = 980.6199 gals.).
 LF0188
 LF0188.The modeled gravity was interpolated from observed gravity values.
 LF0188
 LF0188;                    North         East    Units  Estimated Accuracy
 LF0188;SPC IA S     -    70,690.      394,110.      MT  (+/- 180 meters Scaled)
 LF0188
 LF0188                          SUPERSEDED SURVEY CONTROL
 LF0188
 LF0188  NGVD 29 (??/??/92)  330.167  (m)         1083.22   (f) ADJ UNCH    2 0
 LF0188
 LF0188.Superseded values are not recommended for survey control.
 LF0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0188.See file dsdata.txt to determine how the superseded data were derived.
 LF0188
 LF0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE518991(NAD 83)
 LF0188_MARKER: DB = BENCH MARK DISK
 LF0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0188_SP_SET: BRIDGE
 LF0188_STAMPING: R 105 1935
 LF0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0188
 LF0188  HISTORY     - Date     Condition        Report By
 LF0188  HISTORY     - 1935     MONUMENTED       CGS
 LF0188  HISTORY     - 1941     GOOD             NGS
 LF0188
 LF0188                          STATION DESCRIPTION
 LF0188
 LF0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0188'6.7 MI N FROM HOPKINS.
 LF0188'IN TAYLOR COUNTY, IOWA, 6.7 MILES NORTH ALONG THE CHICAGO,
 LF0188'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT HOPKINS
 LF0188'NODAWAY COUNTY, MISSOURI, 75 FEET WEST OF BRIDGE 38.46, AT A
 LF0188'50-FOOT CONCRETE BRIDGE ON THE MARYVILLE ROAD, IN THE TOP OF THE
 LF0188'SOUTH END OF THE NORTHEAST RUBBLE WALL, AND 3-1/2 FEET HIGHER
 LF0188'THAN THE TRACK.  A STANDARD DISK, STAMPED R 105 1935.
 LF0188
 LF0188                          STATION RECOVERY (1941)
 LF0188
 LF0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LF0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0172 ***********************************************************************
 LF0172  DESIGNATION -  R 106
 LF0172  PID         -  LF0172
 LF0172  STATE/COUNTY-  IA/TAYLOR
 LF0172  USGS QUAD   -  GRAVITY (1980)
 LF0172
 LF0172                         *CURRENT SURVEY CONTROL
 LF0172  ___________________________________________________________________
 LF0172* NAD 83(1986)-  40 45 27.     (N)    094 44 30.     (W)     SCALED    
 LF0172* NAVD 88     -       351.095  (meters)    1151.88   (feet)  ADJUSTED  
 LF0172  ___________________________________________________________________
 LF0172  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 LF0172  DYNAMIC HT  -         350.913 (meters)    1151.29  (feet)  COMP
 LF0172  MODELED GRAV-     980,095.7   (mgal)                       NAVD 88
 LF0172
 LF0172  VERT ORDER  -  SECOND    CLASS 0
 LF0172
 LF0172.The horizontal coordinates were scaled from a topographic map and have
 LF0172.an estimated accuracy of +/- 6 seconds.
 LF0172
 LF0172.The orthometric height was determined by differential leveling
 LF0172.and adjusted by the National Geodetic Survey in June 1991..
 LF0172
 LF0172.The geoid height was determined by GEOID03.
 LF0172
 LF0172.The dynamic height is computed by dividing the NAVD 88
 LF0172.geopotential number by the normal gravity value computed on the
 LF0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0172.degrees latitude (g = 980.6199 gals.).
 LF0172
 LF0172.The modeled gravity was interpolated from observed gravity values.
 LF0172
 LF0172;                    North         East    Units  Estimated Accuracy
 LF0172;SPC IA S     -    84,870.      395,160.      MT  (+/- 180 meters Scaled)
 LF0172
 LF0172                          SUPERSEDED SURVEY CONTROL
 LF0172
 LF0172  NGVD 29 (??/??/92)  350.984  (m)         1151.52   (f) ADJ UNCH    2 0
 LF0172
 LF0172.Superseded values are not recommended for survey control.
 LF0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0172.See file dsdata.txt to determine how the superseded data were derived.
 LF0172
 LF0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF529132(NAD 83)
 LF0172_MARKER: DB = BENCH MARK DISK
 LF0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0172_STAMPING: R 106 1935
 LF0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0172+STABILITY: SURFACE MOTION
 LF0172
 LF0172  HISTORY     - Date     Condition        Report By
 LF0172  HISTORY     - 1935     MONUMENTED       CGS
 LF0172  HISTORY     - 1974     GOOD             SCS
 LF0172  HISTORY     - 1984     GOOD             NGS
 LF0172  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 LF0172
 LF0172                          STATION DESCRIPTION
 LF0172
 LF0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0172'AT GRAVITY.
 LF0172'AT GRAVITY, TAYLOR COUNTY, ON THE CHICAGO, BURLINGTON AND
 LF0172'QUINCY RAILROAD, 4 POLES NORTHEAST OF THE STATION, AT A STREET
 LF0172'CROSSING, 56 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 18
 LF0172'FEET SOUTHWEST OF THE CENTERLINE OF THE STREET, 4 FEET NORTHWEST
 LF0172'OF THE RIGHT OF WAY FENCE, AND 3 FEET LOWER THAN THE TRACK.
 LF0172'A STANDARD DISK, STAMPED R 106 1935 AND SET IN THE TOP OF A
 LF0172'CONCRETE POST.
 LF0172
 LF0172                          STATION RECOVERY (1974)
 LF0172
 LF0172'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1974
 LF0172'RECOVERED IN GOOD CONDITION.
 LF0172
 LF0172                          STATION RECOVERY (1984)
 LF0172
 LF0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0172'RECOVERED IN GOOD CONDITION.
 LF0172
 LF0172                          STATION RECOVERY (1984)
 LF0172
 LF0172'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 LF0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0202 ***********************************************************************
 LF0202  DESIGNATION -  R 108
 LF0202  PID         -  LF0202
 LF0202  STATE/COUNTY-  IA/ADAMS
 LF0202  USGS QUAD   -  VILLISCA (1980)
 LF0202
 LF0202                         *CURRENT SURVEY CONTROL
 LF0202  ___________________________________________________________________
 LF0202* NAD 83(1986)-  40 55 36.     (N)    094 55 41.     (W)     SCALED    
 LF0202* NAVD 88     -       338.368  (meters)    1110.13   (feet)  ADJUSTED  
 LF0202  ___________________________________________________________________
 LF0202  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LF0202  DYNAMIC HT  -         338.191 (meters)    1109.55  (feet)  COMP
 LF0202  MODELED GRAV-     980,094.6   (mgal)                       NAVD 88
 LF0202
 LF0202  VERT ORDER  -  SECOND    CLASS 0
 LF0202
 LF0202.The horizontal coordinates were scaled from a topographic map and have
 LF0202.an estimated accuracy of +/- 6 seconds.
 LF0202
 LF0202.The orthometric height was determined by differential leveling
 LF0202.and adjusted by the National Geodetic Survey in June 1991..
 LF0202
 LF0202.The geoid height was determined by GEOID03.
 LF0202
 LF0202.The dynamic height is computed by dividing the NAVD 88
 LF0202.geopotential number by the normal gravity value computed on the
 LF0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0202.degrees latitude (g = 980.6199 gals.).
 LF0202
 LF0202.The modeled gravity was interpolated from observed gravity values.
 LF0202
 LF0202;                    North         East    Units  Estimated Accuracy
 LF0202;SPC IA S     -   103,890.      379,730.      MT  (+/- 180 meters Scaled)
 LF0202
 LF0202                          SUPERSEDED SURVEY CONTROL
 LF0202
 LF0202  NGVD 29 (??/??/92)  338.255  (m)         1109.76   (f) ADJ UNCH    2 0
 LF0202
 LF0202.Superseded values are not recommended for survey control.
 LF0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0202.See file dsdata.txt to determine how the superseded data were derived.
 LF0202
 LF0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF376324(NAD 83)
 LF0202_MARKER: DB = BENCH MARK DISK
 LF0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0202_STAMPING: R 108 1935
 LF0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0202+STABILITY: SURFACE MOTION
 LF0202
 LF0202  HISTORY     - Date     Condition        Report By
 LF0202  HISTORY     - 1935     MONUMENTED       CGS
 LF0202  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0202
 LF0202                          STATION DESCRIPTION
 LF0202
 LF0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0202'2.6 MI E FROM VILLISCA.
 LF0202'IN ADAMS COUNTY, 2.6 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LF0202'AND QUINCY RAILROAD FROM THE STATION AT VILLISCA, MONTGOMERY
 LF0202'COUNTY, 1-1/2 POLES EAST OF MILEPOST 425, 150 FEET WEST OF A
 LF0202'CONCRETE CULVERT, NEAR THE EAST END OF A DEEP CUT, 54 FEET SOUTH
 LF0202'OF THE CENTERLINE OF THE SOUTH TRACK, AND 2 FEET LOWER THAN THE
 LF0202'TRACK.  A STANDARD DISK, STAMPED R 108 1935 AND SET IN THE TOP
 LF0202'OF A CONCRETE POST.
 LF0202
 LF0202                          STATION RECOVERY (1977)
 LF0202
 LF0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0005 ***********************************************************************
 NK0005  DESIGNATION -  R 11
 NK0005  PID         -  NK0005
 NK0005  STATE/COUNTY-  IA/BLACK HAWK
 NK0005  USGS QUAD   -  DUNKERTON (1971)
 NK0005
 NK0005                         *CURRENT SURVEY CONTROL
 NK0005  ___________________________________________________________________
 NK0005* NAD 83(1986)-  42 34 11.     (N)    092 10 10.     (W)     SCALED    
 NK0005* NAVD 88     -       290.965  (meters)     954.61   (feet)  ADJUSTED  
 NK0005  ___________________________________________________________________
 NK0005  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 NK0005  DYNAMIC HT  -         290.877 (meters)     954.32  (feet)  COMP
 NK0005  MODELED GRAV-     980,312.6   (mgal)                       NAVD 88
 NK0005
 NK0005  VERT ORDER  -  FIRST     CLASS II
 NK0005
 NK0005.The horizontal coordinates were scaled from a topographic map and have
 NK0005.an estimated accuracy of +/- 6 seconds.
 NK0005
 NK0005.The orthometric height was determined by differential leveling
 NK0005.and adjusted by the National Geodetic Survey in June 1991..
 NK0005
 NK0005.The geoid height was determined by GEOID03.
 NK0005
 NK0005.The dynamic height is computed by dividing the NAVD 88
 NK0005.geopotential number by the normal gravity value computed on the
 NK0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0005.degrees latitude (g = 980.6199 gals.).
 NK0005
 NK0005.The modeled gravity was interpolated from observed gravity values.
 NK0005
 NK0005;                    North         East    Units  Estimated Accuracy
 NK0005;SPC IA N     - 1,119,680.    1,609,240.      MT  (+/- 180 meters Scaled)
 NK0005
 NK0005                          SUPERSEDED SURVEY CONTROL
 NK0005
 NK0005  NGVD 29 (??/??/92)  290.984  (m)          954.67   (f) ADJ UNCH    1 2
 NK0005
 NK0005.Superseded values are not recommended for survey control.
 NK0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0005.See file dsdata.txt to determine how the superseded data were derived.
 NK0005
 NK0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH681133(NAD 83)
 NK0005_MARKER: DB = BENCH MARK DISK
 NK0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0005_STAMPING: R 11 1933
 NK0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0005+STABILITY: SURFACE MOTION
 NK0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0005+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2001
 NK0005
 NK0005  HISTORY     - Date     Condition        Report By
 NK0005  HISTORY     - 1933     MONUMENTED       CGS
 NK0005  HISTORY     - 1942     GOOD             NGS
 NK0005  HISTORY     - 20011115 GOOD             BHCIAE
 NK0005  HISTORY     - 20031105 GOOD             JCLS
 NK0005
 NK0005                          STATION DESCRIPTION
 NK0005
 NK0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NK0005'AT DUNKERTON.
 NK0005'AT DUNKERTON, BLACK HAWK COUNTY, 573 YARDS SOUTHWEST OF THE
 NK0005'CHICAGO GREAT WESTERN RAILROAD STATION, 36 1/2 FEET NORTHEAST
 NK0005'OF POLE 261+13, 36 FEET SOUTH OF THE CENTER LINE OF COUNTY
 NK0005'HIGHWAY H, AND 35 FEET EAST OF THE CENTERLINE OF THE TRACK.
 NK0005'A STANDARD DISK, STAMPED R 11 1933 AND SET IN THE TOP OF A
 NK0005'CONCRETE POST.
 NK0005
 NK0005                          STATION RECOVERY (2001)
 NK0005
 NK0005'RECOVERY NOTE BY BLACK HAWK COUNTY IOWA ENGINEER 2001 (GAT)
 NK0005'FROM INTERSECTION OF COUNTY ROAD C66 AND STATE HIGHWAY 281 IN TOWN OF
 NK0005'DUNKERTON, ABOUT 2364FT WEST ON C66 TO RAILROAD CROSSING.  FOUND STD.
 NK0005'DISK IN CONCRETE MONUMENT STAMPED 'R11 1933' S.E. OF ROAD/RAILROAD
 NK0005'CROSSING.  LOCATED FLUSH IN DITCH BOTTOM AT 37FT FROM CL RD. AND 58FT
 NK0005'E-SE OF SOUTHWEST RR SIGNAL.  MONUMENTS W/NW EDGE CHIPPED/CRACKED,
 NK0005'WITH DISK INTACT.
 NK0005
 NK0005                          STATION RECOVERY (2003)
 NK0005
 NK0005'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 NK0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0280 ***********************************************************************
 MH0280  DESIGNATION -  R 110
 MH0280  PID         -  MH0280
 MH0280  STATE/COUNTY-  IA/CLARKE
 MH0280  USGS QUAD   -  WOODBURN (1983)
 MH0280
 MH0280                         *CURRENT SURVEY CONTROL
 MH0280  ___________________________________________________________________
 MH0280* NAD 83(1986)-  41 00 23.     (N)    093 34 45.     (W)     SCALED    
 MH0280* NAVD 88     -       288.897  (meters)     947.82   (feet)  ADJUSTED  
 MH0280  ___________________________________________________________________
 MH0280  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 MH0280  DYNAMIC HT  -         288.761 (meters)     947.38  (feet)  COMP
 MH0280  MODELED GRAV-     980,146.1   (mgal)                       NAVD 88
 MH0280
 MH0280  VERT ORDER  -  SECOND    CLASS 0
 MH0280
 MH0280.The horizontal coordinates were scaled from a topographic map and have
 MH0280.an estimated accuracy of +/- 6 seconds.
 MH0280
 MH0280.The orthometric height was determined by differential leveling
 MH0280.and adjusted by the National Geodetic Survey in June 1991..
 MH0280
 MH0280.The geoid height was determined by GEOID03.
 MH0280
 MH0280.The dynamic height is computed by dividing the NAVD 88
 MH0280.geopotential number by the normal gravity value computed on the
 MH0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0280.degrees latitude (g = 980.6199 gals.).
 MH0280
 MH0280.The modeled gravity was interpolated from observed gravity values.
 MH0280
 MH0280;                    North         East    Units  Estimated Accuracy
 MH0280;SPC IA S     -   111,760.      493,340.      MT  (+/- 180 meters Scaled)
 MH0280
 MH0280                          SUPERSEDED SURVEY CONTROL
 MH0280
 MH0280  NGVD 29 (??/??/92)  288.831  (m)          947.61   (f) ADJ UNCH    2 0
 MH0280
 MH0280.Superseded values are not recommended for survey control.
 MH0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0280.See file dsdata.txt to determine how the superseded data were derived.
 MH0280
 MH0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF512396(NAD 83)
 MH0280_MARKER: DB = BENCH MARK DISK
 MH0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0280_SP_SET: BRIDGE
 MH0280_STAMPING: R 110 1935
 MH0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0280
 MH0280  HISTORY     - Date     Condition        Report By
 MH0280  HISTORY     - 1935     MONUMENTED       CGS
 MH0280
 MH0280                          STATION DESCRIPTION
 MH0280
 MH0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0280'1 MI E FROM WOODBURN.
 MH0280'1.0 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0280'FROM THE STATION AT WOODBURN, CLARKE COUNTY, AT BRIDGE 349.42,
 MH0280'IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT, 7 FEET SOUTH OF
 MH0280'THE CENTERLINE OF THE SOUTH TRACK, AND 1 FOOT LOWER THAN THE
 MH0280'TRACK.  A STANDARD DISK, STAMPED R 110 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0283 ***********************************************************************
 LE0283  DESIGNATION -  R 111
 LE0283  PID         -  LE0283
 LE0283  STATE/COUNTY-  IA/MONROE
 LE0283  USGS QUAD   -  MELROSE (1982)
 LE0283
 LE0283                         *CURRENT SURVEY CONTROL
 LE0283  ___________________________________________________________________
 LE0283* NAD 83(1986)-  40 57 56.     (N)    093 01 14.     (W)     SCALED    
 LE0283* NAVD 88     -       261.168  (meters)     856.85   (feet)  ADJUSTED  
 LE0283  ___________________________________________________________________
 LE0283  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 LE0283  DYNAMIC HT  -         261.048 (meters)     856.46  (feet)  COMP
 LE0283  MODELED GRAV-     980,158.3   (mgal)                       NAVD 88
 LE0283
 LE0283  VERT ORDER  -  SECOND    CLASS 0
 LE0283
 LE0283.The horizontal coordinates were scaled from a topographic map and have
 LE0283.an estimated accuracy of +/- 6 seconds.
 LE0283
 LE0283.The orthometric height was determined by differential leveling
 LE0283.and adjusted by the National Geodetic Survey in June 1991..
 LE0283
 LE0283.The geoid height was determined by GEOID03.
 LE0283
 LE0283.The dynamic height is computed by dividing the NAVD 88
 LE0283.geopotential number by the normal gravity value computed on the
 LE0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0283.degrees latitude (g = 980.6199 gals.).
 LE0283
 LE0283.The modeled gravity was interpolated from observed gravity values.
 LE0283
 LE0283;                    North         East    Units  Estimated Accuracy
 LE0283;SPC IA S     -   107,330.      540,360.      MT  (+/- 180 meters Scaled)
 LE0283
 LE0283                          SUPERSEDED SURVEY CONTROL
 LE0283
 LE0283  NGVD 29 (??/??/92)  261.151  (m)          856.79   (f) ADJ UNCH    2 0
 LE0283
 LE0283.Superseded values are not recommended for survey control.
 LE0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0283.See file dsdata.txt to determine how the superseded data were derived.
 LE0283
 LE0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF982349(NAD 83)
 LE0283_MARKER: DB = BENCH MARK DISK
 LE0283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0283_SP_SET: BRIDGE ABUTMENT
 LE0283_STAMPING: R 111 1935
 LE0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0283
 LE0283  HISTORY     - Date     Condition        Report By
 LE0283  HISTORY     - 1935     MONUMENTED       CGS
 LE0283
 LE0283                          STATION DESCRIPTION
 LE0283
 LE0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0283'1.6 MI E FROM MELROSE.
 LE0283'1.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0283'FROM THE STATION AT MELROSE, MONROE COUNTY, 7 POLES NORTHWEST
 LE0283'OF MILEPOST 317, AT BRIDGE 317.13, IN THE TOP OF THE SOUTHWEST
 LE0283'END OF THE NORTHWEST ABUTMENT, 9 FEET SOUTHWEST OF THE CENTERLINE
 LE0283'OF THE SOUTHWEST TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE
 LE0283'TRACK.  A STANDARD DISK, STAMPED R 111 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0374 ***********************************************************************
 MH0374  DESIGNATION -  R 112
 MH0374  PID         -  MH0374
 MH0374  STATE/COUNTY-  IA/POLK
 MH0374  USGS QUAD   -  DES MOINES SE (1976)
 MH0374
 MH0374                         *CURRENT SURVEY CONTROL
 MH0374  ___________________________________________________________________
 MH0374* NAD 83(1986)-  41 34 50.     (N)    093 34 40.     (W)     SCALED    
 MH0374* NAVD 88     -       241.936  (meters)     793.75   (feet)  ADJUSTED  
 MH0374  ___________________________________________________________________
 MH0374  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 MH0374  DYNAMIC HT  -         241.832 (meters)     793.41  (feet)  COMP
 MH0374  MODELED GRAV-     980,188.6   (mgal)                       NAVD 88
 MH0374
 MH0374  VERT ORDER  -  SECOND    CLASS 0
 MH0374
 MH0374.The horizontal coordinates were scaled from a topographic map and have
 MH0374.an estimated accuracy of +/- 6 seconds.
 MH0374
 MH0374.The orthometric height was determined by differential leveling
 MH0374.and adjusted by the National Geodetic Survey in June 1991..
 MH0374
 MH0374.The geoid height was determined by GEOID03.
 MH0374
 MH0374.The dynamic height is computed by dividing the NAVD 88
 MH0374.geopotential number by the normal gravity value computed on the
 MH0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0374.degrees latitude (g = 980.6199 gals.).
 MH0374
 MH0374.The modeled gravity was interpolated from observed gravity values.
 MH0374
 MH0374;                    North         East    Units  Estimated Accuracy
 MH0374;SPC IA S     -   175,520.      493,510.      MT  (+/- 180 meters Scaled)
 MH0374
 MH0374                          SUPERSEDED SURVEY CONTROL
 MH0374
 MH0374  NGVD 29 (??/??/92)  241.910  (m)          793.67   (f) ADJ UNCH    2 0
 MH0374
 MH0374.Superseded values are not recommended for survey control.
 MH0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0374.See file dsdata.txt to determine how the superseded data were derived.
 MH0374
 MH0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG518033(NAD 83)
 MH0374_MARKER: DB = BENCH MARK DISK
 MH0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0374_STAMPING: R 112 1935
 MH0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0374+STABILITY: SURFACE MOTION
 MH0374
 MH0374  HISTORY     - Date     Condition        Report By
 MH0374  HISTORY     - 1935     MONUMENTED       CGS
 MH0374  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0374
 MH0374                          STATION DESCRIPTION
 MH0374
 MH0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0374'AT DES MOINES.
 MH0374'AT DES MOINES, POLK COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 MH0374'PACIFIC RAILROAD, 400 FEET NORTH OF THE CROSSING OF THE CHICAGO,
 MH0374'BURLINGTON AND QUINCY RAILROAD, 70 FEET SOUTH OF A ROAD CROSSING,
 MH0374'15 FEET EAST OF THE CENTERLINE OF THE TRACK, 4 FEET WEST OF A
 MH0374'POLE WITH TWO GUY WIRES, AND LEVEL WITH THE TRACK.  A STANDARD
 MH0374'DISK, STAMPED R 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MH0374
 MH0374                          STATION RECOVERY (1995)
 MH0374
 MH0374'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0263 ***********************************************************************
 MH0263  DESIGNATION -  R 113
 MH0263  PID         -  MH0263
 MH0263  STATE/COUNTY-  IA/LUCAS
 MH0263  USGS QUAD   -  CHARITON (1982)
 MH0263
 MH0263                         *CURRENT SURVEY CONTROL
 MH0263  ___________________________________________________________________
 MH0263* NAD 83(1986)-  41 01 04.     (N)    093 17 58.     (W)     SCALED    
 MH0263* NAVD 88     -       309.670  (meters)    1015.98   (feet)  ADJUSTED  
 MH0263  ___________________________________________________________________
 MH0263  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 MH0263  DYNAMIC HT  -         309.527 (meters)    1015.51  (feet)  COMP
 MH0263  MODELED GRAV-     980,155.5   (mgal)                       NAVD 88
 MH0263
 MH0263  VERT ORDER  -  SECOND    CLASS 0
 MH0263
 MH0263.The horizontal coordinates were scaled from a topographic map and have
 MH0263.an estimated accuracy of +/- 6 seconds.
 MH0263
 MH0263.The orthometric height was determined by differential leveling
 MH0263.and adjusted by the National Geodetic Survey in June 1991..
 MH0263
 MH0263.The geoid height was determined by GEOID03.
 MH0263
 MH0263.The dynamic height is computed by dividing the NAVD 88
 MH0263.geopotential number by the normal gravity value computed on the
 MH0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0263.degrees latitude (g = 980.6199 gals.).
 MH0263
 MH0263.The modeled gravity was interpolated from observed gravity values.
 MH0263
 MH0263;                    North         East    Units  Estimated Accuracy
 MH0263;SPC IA S     -   113,040.      516,870.      MT  (+/- 180 meters Scaled)
 MH0263
 MH0263                          SUPERSEDED SURVEY CONTROL
 MH0263
 MH0263  NGVD 29 (??/??/92)  309.615  (m)         1015.80   (f) ADJ UNCH    2 0
 MH0263
 MH0263.Superseded values are not recommended for survey control.
 MH0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0263.See file dsdata.txt to determine how the superseded data were derived.
 MH0263
 MH0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF748407(NAD 83)
 MH0263_MARKER: DB = BENCH MARK DISK
 MH0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0263_STAMPING: 1015.671 R 113 1935
 MH0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0263+STABILITY: SURFACE MOTION
 MH0263
 MH0263  HISTORY     - Date     Condition        Report By
 MH0263  HISTORY     - 1935     MONUMENTED       CGS
 MH0263  HISTORY     - 1945     GOOD             NGS
 MH0263  HISTORY     - 1979     GOOD             LOCENG
 MH0263  HISTORY     - 20060624 GOOD             GEOCAC
 MH0263
 MH0263                          STATION DESCRIPTION
 MH0263
 MH0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 MH0263'AT CHARITON.
 MH0263'AT CHARITON, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 MH0263'500 FEET NORTH OF THE STATION, AT POLE 23+20, AT AN OVERPASS, 7
 MH0263'FEET WEST OF THE CENTERLINE OF THE WEST TRACK, 1 FOOT EAST OF THE
 MH0263'SOUTHWEST PIPE RAILING POST, AND LEVEL WITH THE TRACK.  A
 MH0263'STANDARD DISK, STAMPED 1015.671 R 113 1935 AND SET IN THE TOP
 MH0263'OF A CONCRETE POST.
 MH0263
 MH0263                          STATION RECOVERY (1979)
 MH0263
 MH0263'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 MH0263'RECOVERED IN GOOD CONDITION.
 MH0263
 MH0263                          STATION RECOVERY (2006)
 MH0263
 MH0263'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0263'ON COURT AVE BETWEEN 5TH AND 6TH ST, HANDHELD COORDINATES N41 00 53.6
 MH0263'W093 18 03.6 EDGE OF CONCRETE IS BROKEN AWAY AND SOME RAILING MISSING,
 MH0263'BUT DISK IS GOOD CONDITION ABOUT 1 1/2 FT NORTH AND 1 FT EAST OF SW
 MH0263'CORNER OF CONCRETE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0388 ***********************************************************************
 LE0388  DESIGNATION -  R 114
 LE0388  PID         -  LE0388
 LE0388  STATE/COUNTY-  IA/DECATUR
 LE0388  USGS QUAD   -  LAMONI SOUTH (1981)
 LE0388
 LE0388                         *CURRENT SURVEY CONTROL
 LE0388  ___________________________________________________________________
 LE0388* NAD 83(1986)-  40 34 35.     (N)    093 53 39.     (W)     SCALED    
 LE0388* NAVD 88     -       335.233  (meters)    1099.84   (feet)  ADJUSTED  
 LE0388  ___________________________________________________________________
 LE0388  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 LE0388  DYNAMIC HT  -         335.063 (meters)    1099.29  (feet)  COMP
 LE0388  MODELED GRAV-     980,106.1   (mgal)                       NAVD 88
 LE0388
 LE0388  VERT ORDER  -  SECOND    CLASS 0
 LE0388
 LE0388.The horizontal coordinates were scaled from a topographic map and have
 LE0388.an estimated accuracy of +/- 6 seconds.
 LE0388
 LE0388.The orthometric height was determined by differential leveling
 LE0388.and adjusted by the National Geodetic Survey in June 1991..
 LE0388
 LE0388.The geoid height was determined by GEOID03.
 LE0388
 LE0388.The dynamic height is computed by dividing the NAVD 88
 LE0388.geopotential number by the normal gravity value computed on the
 LE0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0388.degrees latitude (g = 980.6199 gals.).
 LE0388
 LE0388.The modeled gravity was interpolated from observed gravity values.
 LE0388
 LE0388;                    North         East    Units  Estimated Accuracy
 LE0388;SPC IA S     -    64,080.      466,630.      MT  (+/- 180 meters Scaled)
 LE0388
 LE0388                          SUPERSEDED SURVEY CONTROL
 LE0388
 LE0388  NGVD 29 (??/??/92)  335.136  (m)         1099.53   (f) ADJ UNCH    2 0
 LE0388
 LE0388.Superseded values are not recommended for survey control.
 LE0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0388.See file dsdata.txt to determine how the superseded data were derived.
 LE0388
 LE0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE243921(NAD 83)
 LE0388_MARKER: DB = BENCH MARK DISK
 LE0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0388_STAMPING: R 114 1935
 LE0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0388+STABILITY: SURFACE MOTION
 LE0388
 LE0388  HISTORY     - Date     Condition        Report By
 LE0388  HISTORY     - 1935     MONUMENTED       CGS
 LE0388  HISTORY     - 1983     MARK NOT FOUND   LOCENG
 LE0388
 LE0388                          STATION DESCRIPTION
 LE0388
 LE0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0388'3.2 MI S FROM TOGO JUNCTION.
 LE0388'3.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0388'FROM THE STATION AT TOGO JUNCTION, DECATUR COUNTY, AT THE
 LE0388'IOWA-MISSOURI STATE LINE, AT A ROAD CROSSING, 47 FEET EAST OF
 LE0388'THE CENTERLINE OF THE TRACK, 30 FEET NORTH OF THE CENTERLINE OF
 LE0388'THE ROAD, AND 1 FOOT WEST OF A FENCE LINE.  A STANDARD DISK,
 LE0388'STAMPED R 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0388
 LE0388                          STATION RECOVERY (1983)
 LE0388
 LE0388'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 LE0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0310 ***********************************************************************
 MH0310  DESIGNATION -  R 116
 MH0310  PID         -  MH0310
 MH0310  STATE/COUNTY-  IA/WARREN
 MH0310  USGS QUAD   -  MARTENSDALE (1983)
 MH0310
 MH0310                         *CURRENT SURVEY CONTROL
 MH0310  ___________________________________________________________________
 MH0310* NAD 83(1986)-  41 22 24.     (N)    093 43 59.     (W)     SCALED    
 MH0310* NAVD 88     -       253.853  (meters)     832.85   (feet)  POSTED    
 MH0310  ___________________________________________________________________
 MH0310  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 MH0310  DYNAMIC HT  -         253.740 (meters)     832.48  (feet)  COMP
 MH0310  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 MH0310
 MH0310  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0310
 MH0310.The horizontal coordinates were scaled from a topographic map and have
 MH0310.an estimated accuracy of +/- 6 seconds.
 MH0310
 MH0310.The orthometric height was determined by differential leveling
 MH0310.and adjusted by the National Geodetic Survey in 1992..
 MH0310.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0310.rate of 0.0 thru 1.0 mm/km.
 MH0310
 MH0310.The geoid height was determined by GEOID03.
 MH0310
 MH0310.The dynamic height is computed by dividing the NAVD 88
 MH0310.geopotential number by the normal gravity value computed on the
 MH0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0310.degrees latitude (g = 980.6199 gals.).
 MH0310
 MH0310.The modeled gravity was interpolated from observed gravity values.
 MH0310
 MH0310;                    North         East    Units  Estimated Accuracy
 MH0310;SPC IA S     -   152,530.      480,500.      MT  (+/- 180 meters Scaled)
 MH0310
 MH0310                          SUPERSEDED SURVEY CONTROL
 MH0310
 MH0310  NGVD 29 (??/??/92)  253.827  (m)          832.76   (f) ADJ UNCH    2 0
 MH0310
 MH0310.Superseded values are not recommended for survey control.
 MH0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0310.See file dsdata.txt to determine how the superseded data were derived.
 MH0310
 MH0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF386804(NAD 83)
 MH0310_MARKER: DB = BENCH MARK DISK
 MH0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0310_STAMPING: R 116 1935
 MH0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0310+STABILITY: SURFACE MOTION
 MH0310
 MH0310  HISTORY     - Date     Condition        Report By
 MH0310  HISTORY     - 1935     MONUMENTED       CGS
 MH0310  HISTORY     - 1950     MARK NOT FOUND   NGS
 MH0310
 MH0310                          STATION DESCRIPTION
 MH0310
 MH0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0310'AT MARTENSDALE.
 MH0310'AT MARTENSDALE, WARREN COUNTY, AT THE SITE OF THE CHICAGO,
 MH0310'BURLINGTON AND QUINCY RAILROAD STATION, AT THE CROSSING OF THE
 MH0310'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 66 FEET NORTH OF THE
 MH0310'CENTERLINE OF THE C.R.I. AND P.R.R. TRACK, 18 FEET EAST OF THE
 MH0310'CENTERLINE OF THE OLD C.B. AND Q R.R. ROADBED, AND 3 FEET WEST
 MH0310'OF A POLE WITH THREE GUY WIRES.  A STANDARD DISK, STAMPED R 116
 MH0310'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RAILROAD
 MH0310'REMOVED TABLET IS BELIEVED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0421 ***********************************************************************
 LE0421  DESIGNATION -  R 117
 LE0421  PID         -  LE0421
 LE0421  STATE/COUNTY-  IA/DECATUR
 LE0421  USGS QUAD   -  LAMONI NORTH (1981)
 LE0421
 LE0421                         *CURRENT SURVEY CONTROL
 LE0421  ___________________________________________________________________
 LE0421* NAD 83(1986)-  40 40 03.     (N)    093 59 00.     (W)     SCALED    
 LE0421* NAVD 88     -       358.198  (meters)    1175.19   (feet)  ADJUSTED  
 LE0421  ___________________________________________________________________
 LE0421  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 LE0421  DYNAMIC HT  -         358.019 (meters)    1174.60  (feet)  COMP
 LE0421  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 LE0421
 LE0421  VERT ORDER  -  SECOND    CLASS 0
 LE0421
 LE0421.The horizontal coordinates were scaled from a topographic map and have
 LE0421.an estimated accuracy of +/- 6 seconds.
 LE0421
 LE0421.The orthometric height was determined by differential leveling
 LE0421.and adjusted by the National Geodetic Survey in June 1991..
 LE0421
 LE0421.The geoid height was determined by GEOID03.
 LE0421
 LE0421.The dynamic height is computed by dividing the NAVD 88
 LE0421.geopotential number by the normal gravity value computed on the
 LE0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0421.degrees latitude (g = 980.6199 gals.).
 LE0421
 LE0421.The modeled gravity was interpolated from observed gravity values.
 LE0421
 LE0421;                    North         East    Units  Estimated Accuracy
 LE0421;SPC IA S     -    74,240.      459,130.      MT  (+/- 180 meters Scaled)
 LE0421
 LE0421                          SUPERSEDED SURVEY CONTROL
 LE0421
 LE0421  NGVD 29 (??/??/92)  358.097  (m)         1174.86   (f) ADJ UNCH    2 0
 LE0421
 LE0421.Superseded values are not recommended for survey control.
 LE0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0421.See file dsdata.txt to determine how the superseded data were derived.
 LE0421
 LE0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF168023(NAD 83)
 LE0421_MARKER: DB = BENCH MARK DISK
 LE0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0421_STAMPING: R 117 1935
 LE0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0421+STABILITY: SURFACE MOTION
 LE0421
 LE0421  HISTORY     - Date     Condition        Report By
 LE0421  HISTORY     - 1935     MONUMENTED       CGS
 LE0421
 LE0421                          STATION DESCRIPTION
 LE0421
 LE0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0421'AT TUSKEEGO.
 LE0421'AT TUSKEEGO, DECATUR COUNTY, ON THE CHICAGO, BURLINGTON AND
 LE0421'QUINCY RAILROAD, AT THE CROSSING OF COUNTY HIGHWAY K, 48 FEET
 LE0421'WEST OF THE CENTERLINE OF THE TRACK, 33 FEET SOUTH OF THE
 LE0421'CENTERLINE OF THE HIGHWAY, 8 FEET SOUTH OF A FENCE CORNER, AND
 LE0421'2 FEET EAST OF THE FENCE LINE.  A STANDARD DISK, STAMPED R 117
 LE0421'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0198 ***********************************************************************
 LE0198  DESIGNATION -  R 119 RESET
 LE0198  PID         -  LE0198
 LE0198  STATE/COUNTY-  IA/MONROE
 LE0198  USGS QUAD   -  MORAVIA (1982)
 LE0198
 LE0198                         *CURRENT SURVEY CONTROL
 LE0198  ___________________________________________________________________
 LE0198* NAD 83(1986)-  40 57 16.     (N)    092 49 18.     (W)     SCALED    
 LE0198* NAVD 88     -       299.16   (+/-2cm)     981.5    (feet)  VERTCON   
 LE0198  ___________________________________________________________________
 LE0198  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LE0198
 LE0198  VERT ORDER  -  ? (See Below)
 LE0198
 LE0198.The horizontal coordinates were scaled from a topographic map and have
 LE0198.an estimated accuracy of +/- 6 seconds.
 LE0198
 LE0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0198.The vertical order pertains to the NGVD 29 superseded value.
 LE0198
 LE0198.The geoid height was determined by GEOID03.
 LE0198
 LE0198;                    North         East    Units  Estimated Accuracy
 LE0198;SPC IA S     -   106,210.      557,110.      MT  (+/- 180 meters Scaled)
 LE0198
 LE0198                          SUPERSEDED SURVEY CONTROL
 LE0198
 LE0198  NGVD 29 (??/??/92)  299.122  (m)          981.37   (f) ADJ UNCH    ?  
 LE0198
 LE0198.Superseded values are not recommended for survey control.
 LE0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0198.See file dsdata.txt to determine how the superseded data were derived.
 LE0198
 LE0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF150337(NAD 83)
 LE0198_MARKER: DB = BENCH MARK DISK
 LE0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0198_STAMPING: R 119 RESET 1938
 LE0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0198+STABILITY: SURFACE MOTION
 LE0198
 LE0198  HISTORY     - Date     Condition        Report By
 LE0198  HISTORY     - 1938     MONUMENTED       IAHD
 LE0198
 LE0198                          STATION DESCRIPTION
 LE0198
 LE0198'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1938
 LE0198'4.8 MI N FROM MORAVIA.
 LE0198'IN MONROE COUNTY, 4.8 MILES NORTH ALONG THE WABASH RAILROAD FROM
 LE0198'THE STATION AT MORAVIA, APPANOOSE COUNTY, 11 POLES NORTHEAST OF
 LE0198'MILEPOST 265, IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER
 LE0198'SECTION 16, T 71 N, R 17 W, 650 FEET SOUTH OF THE SECTION LINE,
 LE0198'AT THE CROSSING OF STATE HIGHWAY 60, 56 FEET WEST OF THE CENTERLINE
 LE0198'OF THE HIGHWAY, AND 44 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 LE0198'A STANDARD DISK, STAMPED R 119 RESET 1938 AND SET IN THE TOP OF A
 LE0198'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0443 ***********************************************************************
 ON0443  DESIGNATION -  R 12
 ON0443  PID         -  ON0443
 ON0443  STATE/COUNTY-  IA/CLAYTON
 ON0443  USGS QUAD   -  GIARD (1971)
 ON0443
 ON0443                         *CURRENT SURVEY CONTROL
 ON0443  ___________________________________________________________________
 ON0443* NAD 83(1986)-  43 01 59.     (N)    091 18 26.     (W)     SCALED    
 ON0443* NAVD 88     -       280.705  (meters)     920.95   (feet)  ADJUSTED  
 ON0443  ___________________________________________________________________
 ON0443  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 ON0443  DYNAMIC HT  -         280.632 (meters)     920.71  (feet)  COMP
 ON0443  MODELED GRAV-     980,353.9   (mgal)                       NAVD 88
 ON0443
 ON0443  VERT ORDER  -  FIRST     CLASS II
 ON0443
 ON0443.The horizontal coordinates were scaled from a topographic map and have
 ON0443.an estimated accuracy of +/- 6 seconds.
 ON0443
 ON0443.The orthometric height was determined by differential leveling
 ON0443.and adjusted by the National Geodetic Survey in June 1991..
 ON0443
 ON0443.The geoid height was determined by GEOID03.
 ON0443
 ON0443.The dynamic height is computed by dividing the NAVD 88
 ON0443.geopotential number by the normal gravity value computed on the
 ON0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0443.degrees latitude (g = 980.6199 gals.).
 ON0443
 ON0443.The modeled gravity was interpolated from observed gravity values.
 ON0443
 ON0443;                    North         East    Units  Estimated Accuracy
 ON0443;SPC IA N     - 1,172,610.    1,678,680.      MT  (+/- 180 meters Scaled)
 ON0443
 ON0443                          SUPERSEDED SURVEY CONTROL
 ON0443
 ON0443  NGVD 29 (??/??/92)  280.745  (m)          921.08   (f) ADJ UNCH    1 2
 ON0443
 ON0443.Superseded values are not recommended for survey control.
 ON0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0443.See file dsdata.txt to determine how the superseded data were derived.
 ON0443
 ON0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH379658(NAD 83)
 ON0443_MARKER: DB = BENCH MARK DISK
 ON0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0443_SP_SET: BRIDGE
 ON0443_STAMPING: R 12 1933
 ON0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0443
 ON0443  HISTORY     - Date     Condition        Report By
 ON0443  HISTORY     - 1933     MONUMENTED       CGS
 ON0443  HISTORY     - 1934     GOOD             NGS
 ON0443
 ON0443                          STATION DESCRIPTION
 ON0443
 ON0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0443'0.5 MI E FROM BEULAH.
 ON0443'1/2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 ON0443'RAILROAD FROM THE STATION AT BEULAH, CLAYTON COUNTY, 7 POLES
 ON0443'WEST OF MILEPOST 8, AT A COUNTY-ROAD CROSSING, AT A COUNTY-ROAD
 ON0443'BRIDGE, IN THE TOP OF THE SOUTHEAST WING WALL OF THE CONCRETE
 ON0443'ABUTMENT, AND 65 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 ON0443'A STANDARD DISK, STAMPED R 12 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0639 ***********************************************************************
 LD0639  DESIGNATION -  R 120
 LD0639  PID         -  LD0639
 LD0639  STATE/COUNTY-  IA/LEE
 LD0639  USGS QUAD   -  ARGYLE (1982)
 LD0639
 LD0639                         *CURRENT SURVEY CONTROL
 LD0639  ___________________________________________________________________
 LD0639* NAD 83(1986)-  40 33 25.     (N)    091 30 06.     (W)     SCALED    
 LD0639* NAVD 88     -       203.051  (meters)     666.18   (feet)  ADJUSTED  
 LD0639  ___________________________________________________________________
 LD0639  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LD0639  DYNAMIC HT  -         202.952 (meters)     665.85  (feet)  COMP
 LD0639  MODELED GRAV-     980,132.9   (mgal)                       NAVD 88
 LD0639
 LD0639  VERT ORDER  -  SECOND    CLASS 0
 LD0639
 LD0639.The horizontal coordinates were scaled from a topographic map and have
 LD0639.an estimated accuracy of +/- 6 seconds.
 LD0639
 LD0639.The orthometric height was determined by differential leveling
 LD0639.and adjusted by the National Geodetic Survey in June 1991..
 LD0639
 LD0639.The geoid height was determined by GEOID03.
 LD0639
 LD0639.The dynamic height is computed by dividing the NAVD 88
 LD0639.geopotential number by the normal gravity value computed on the
 LD0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0639.degrees latitude (g = 980.6199 gals.).
 LD0639
 LD0639.The modeled gravity was interpolated from observed gravity values.
 LD0639
 LD0639;                    North         East    Units  Estimated Accuracy
 LD0639;SPC IA S     -    63,790.      669,240.      MT  (+/- 180 meters Scaled)
 LD0639
 LD0639                          SUPERSEDED SURVEY CONTROL
 LD0639
 LD0639  NGVD 29 (??/??/92)  203.080  (m)          666.27   (f) ADJ UNCH    2 0
 LD0639
 LD0639.Superseded values are not recommended for survey control.
 LD0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0639.See file dsdata.txt to determine how the superseded data were derived.
 LD0639
 LD0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE268906(NAD 83)
 LD0639_MARKER: DB = BENCH MARK DISK
 LD0639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0639_SP_SET: UNDERPASS
 LD0639_STAMPING: R 120 1935
 LD0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0639
 LD0639  HISTORY     - Date     Condition        Report By
 LD0639  HISTORY     - 1935     MONUMENTED       CGS
 LD0639  HISTORY     - 1935     GOOD             NGS
 LD0639
 LD0639                          STATION DESCRIPTION
 LD0639
 LD0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0639'0.8 MI SW FROM NEW BOSTON.
 LD0639'0.8 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LD0639'RAILWAY FROM THE STATION AT NEW BOSTON, LEE COUNTY, AT UNDERPASS
 LD0639'244 B A (U.S. HIGHWAY 161 OVERPASS), IN THE FACE OF THE SOUTHWEST
 LD0639'PILE IN THE ROW OF PILES NEAREST THE NORTHWEST TRACK, 25 FEET
 LD0639'NORTHWEST OF THE CENTERLINE OF THE NORTHWEST TRACK, AND 3 FEET
 LD0639'ABOVE THE TRACK.  A STANDARD DISK, STAMPED R 120 1935 AND SET
 LD0639'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0645 ***********************************************************************
 LD0645  DESIGNATION -  R 121
 LD0645  PID         -  LD0645
 LD0645  STATE/COUNTY-  IA/VAN BUREN
 LD0645  USGS QUAD   -  ANSON (1982)
 LD0645
 LD0645                         *CURRENT SURVEY CONTROL
 LD0645  ___________________________________________________________________
 LD0645* NAD 83(1986)-  40 37 12.     (N)    091 51 36.     (W)     SCALED    
 LD0645* NAVD 88     -       187.693  (meters)     615.79   (feet)  ADJUSTED  
 LD0645  ___________________________________________________________________
 LD0645  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LD0645  DYNAMIC HT  -         187.601 (meters)     615.49  (feet)  COMP
 LD0645  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 LD0645
 LD0645  VERT ORDER  -  SECOND    CLASS 0
 LD0645
 LD0645.The horizontal coordinates were scaled from a topographic map and have
 LD0645.an estimated accuracy of +/- 6 seconds.
 LD0645
 LD0645.The orthometric height was determined by differential leveling
 LD0645.and adjusted by the National Geodetic Survey in June 1991..
 LD0645
 LD0645.The geoid height was determined by GEOID03.
 LD0645
 LD0645.The dynamic height is computed by dividing the NAVD 88
 LD0645.geopotential number by the normal gravity value computed on the
 LD0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0645.degrees latitude (g = 980.6199 gals.).
 LD0645
 LD0645.The modeled gravity was interpolated from observed gravity values.
 LD0645
 LD0645;                    North         East    Units  Estimated Accuracy
 LD0645;SPC IA S     -    70,160.      638,760.      MT  (+/- 180 meters Scaled)
 LD0645
 LD0645                          SUPERSEDED SURVEY CONTROL
 LD0645
 LD0645  NGVD 29 (??/??/92)  187.712  (m)          615.85   (f) ADJ UNCH    2 0
 LD0645
 LD0645.Superseded values are not recommended for survey control.
 LD0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0645.See file dsdata.txt to determine how the superseded data were derived.
 LD0645
 LD0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE964971(NAD 83)
 LD0645_MARKER: DB = BENCH MARK DISK
 LD0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0645_STAMPING: R 121 1935
 LD0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0645+STABILITY: SURFACE MOTION
 LD0645
 LD0645  HISTORY     - Date     Condition        Report By
 LD0645  HISTORY     - 1935     MONUMENTED       CGS
 LD0645
 LD0645                          STATION DESCRIPTION
 LD0645
 LD0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0645'1.1 MI SW FROM WILLIT.
 LD0645'1.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0645'RAILROAD FROM THE STATION AT WILLIT, VAN BUREN COUNTY, MIDWAY
 LD0645'BETWEEN POLES 51+08 AND 51+09, AT A ROAD CROSSING, 90 FEET
 LD0645'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 54 FEET SOUTHEAST OF
 LD0645'THE CENTERLINE OF THE TRACK, 9 FEET EAST AND 2 FEET NORTH OF
 LD0645'A RIGHT-OF-WAY FENCE CORNER, 15 FEET SOUTHWEST OF A 24-INCH
 LD0645'OAK TREE, AND 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LD0645'STAMPED R 121 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0612 ***********************************************************************
 LD0612  CBN         -  This is a Cooperative Base Network Control Station.
 LD0612  DESIGNATION -  R 122=56 34
 LD0612  PID         -  LD0612
 LD0612  STATE/COUNTY-  IA/LEE
 LD0612  USGS QUAD   -  DONNELLSON (1968)
 LD0612
 LD0612                         *CURRENT SURVEY CONTROL
 LD0612  ___________________________________________________________________
 LD0612* NAD 83(1996)-  40 43 17.43850(N)    091 33 49.84762(W)     ADJUSTED  
 LD0612* NAVD 88     -       213.467  (meters)     700.35   (feet)  ADJUSTED  
 LD0612  ___________________________________________________________________
 LD0612  X           -    -132,114.085 (meters)                     COMP
 LD0612  Y           -  -4,839,157.406 (meters)                     COMP
 LD0612  Z           -   4,139,151.005 (meters)                     COMP
 LD0612  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 LD0612  ELLIP HEIGHT-         180.27  (meters)          (06/15/04) GPS OBS
 LD0612  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 LD0612  DYNAMIC HT  -         213.365 (meters)     700.01  (feet)  COMP
 LD0612  MODELED GRAV-     980,142.8   (mgal)                       NAVD 88
 LD0612
 LD0612  HORZ ORDER  -  B
 LD0612  VERT ORDER  -  SECOND    CLASS 0
 LD0612  ELLP ORDER  -  FOURTH    CLASS I
 LD0612
 LD0612.The horizontal coordinates were established by GPS observations
 LD0612.and adjusted by the National Geodetic Survey in August 1997..
 LD0612
 LD0612.The orthometric height was determined by differential leveling
 LD0612.and adjusted by the National Geodetic Survey in June 1991..
 LD0612
 LD0612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0612
 LD0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0612
 LD0612.The ellipsoidal height was determined by GPS observations
 LD0612.and is referenced to NAD 83.
 LD0612
 LD0612.The geoid height was determined by GEOID03.
 LD0612
 LD0612.The dynamic height is computed by dividing the NAVD 88
 LD0612.geopotential number by the normal gravity value computed on the
 LD0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0612.degrees latitude (g = 980.6199 gals.).
 LD0612
 LD0612.The modeled gravity was interpolated from observed gravity values.
 LD0612
 LD0612;                    North         East     Units Scale Factor Converg.
 LD0612;SPC IA S     -    81,943.095   663,566.078   MT  0.99998315   +1 16 31.2
 LD0612;UTM  15      - 4,508,834.671   621,291.566   MT  0.99978108   +0 56 13.3
 LD0612
 LD0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0612!SPC IA S     -   0.99997172  x   0.99998315  =   0.99995487
 LD0612!UTM  15      -   0.99997172  x   0.99978108  =   0.99975281
 LD0612
 LD0612                          SUPERSEDED SURVEY CONTROL
 LD0612
 LD0612  ELLIP H (08/25/97)  180.31   (m)                       GP(       ) 4 1
 LD0612  NAVD 88 (08/25/97)  213.47   (m)          700.4    (f) LEVELING    3  
 LD0612  NGVD 29 (??/??/92)  213.496  (m)          700.44   (f) ADJ UNCH    2 0
 LD0612
 LD0612.Superseded values are not recommended for survey control.
 LD0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0612.See file dsdata.txt to determine how the superseded data were derived.
 LD0612
 LD0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2129208835(NAD 83)
 LD0612_MARKER: DD = SURVEY DISK
 LD0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0612_STAMPING: R 122 1935 RESET 1967 NO. 34
 LD0612_MARK LOGO: CGS+SS
 LD0612_PROJECTION: FLUSH
 LD0612_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0612+STABILITY: SURFACE MOTION
 LD0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0612+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 LD0612
 LD0612  HISTORY     - Date     Condition        Report By
 LD0612  HISTORY     - 1935     MONUMENTED       IOWAGS
 LD0612  HISTORY     - 1941     GOOD             NGS
 LD0612  HISTORY     - 19961205 GOOD             IADT
 LD0612  HISTORY     - 20010529 GOOD             WOOLPT
 LD0612
 LD0612                          STATION DESCRIPTION
 LD0612
 LD0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LD0612'5.3 MI N FROM DONNELLSON.
 LD0612'5.3 MILES NORTH ALONG U.S. HIGHWAY 218 FROM A CROSSING OF THE
 LD0612'CHICAGO, BURLINGTON AND QUINCY RAILROAD AT DONNELLSON, LEE
 LD0612'COUNTY, OPPOSITE HIGHWAY STATION 1302+81, 33 FEET EAST OF THE
 LD0612'CENTERLINE OF THE HIGHWAY, 3 FEET NORTHWEST OF A FENCE CORNER,
 LD0612'1 FOOT WEST OF A FENCE, AND 3 FEET HIGHER THAN THE HIGHWAY.  A
 LD0612'STATE SURVEY STANDARD DISK, STAMPED R 122 1935 56-34 AND SET
 LD0612'IN THE TOP OF A CONCRETE POST.
 LD0612
 LD0612                          STATION RECOVERY (1996)
 LD0612
 LD0612'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996
 LD0612'THIS STATION IS LOCATED 6 MI (9.7 KM) NORTHWEST OF WEST POINT, 2.5 MI
 LD0612'(4.0 KM) WSW OF ST.  PAUL, AND 3.0 MI (4.8 KM) SOUTHEAST OF HOUGHTON,
 LD0612'IN THE SOUTHWEST 1/4 OF SECTION 21, T 69 N, R 6 W.  TO REACH THE
 LD0612'STATION FROM THE INTERSECTION OF U.S.  HWY 218 AND IA HWY 103 AND
 LD0612'COUNTY ROAD J 40, GO SOUTH ON U.S.  HWY 218 FOR 0.3 MI (0.5 KM) TO THE
 LD0612'STATION ON THE LEFT, EAST SIDE OF THE ROAD.  THE MONUMENT IS 1 FT (0.3
 LD0612'M) NORTH OF A POWER POLE, 1 FT (0.3 M) WEST OF A FENCE CORNER, AND 0.4
 LD0612'M (1.3 FT) SOUTH OF A PINK STATE HARN SURVEY SIGN.
 LD0612
 LD0612                          STATION RECOVERY (2001)
 LD0612
 LD0612'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (BJM)
 LD0612'RECOVERED AS DESCRIBED.
 LD0612' 
 LD0612' 
 LD0612'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0613 ***********************************************************************
 LD0613  DESIGNATION -  R 122=56 34 RESET
 LD0613  PID         -  LD0613
 LD0613  STATE/COUNTY-  IA/LEE
 LD0613  USGS QUAD   -  DONNELLSON (1968)
 LD0613
 LD0613                         *CURRENT SURVEY CONTROL
 LD0613  ___________________________________________________________________
 LD0613* NAD 83(1986)-  40 43 32.     (N)    091 33 50.     (W)     SCALED    
 LD0613* NAVD 88     -       213.45   (meters)     700.3    (feet)  RESET     
 LD0613  ___________________________________________________________________
 LD0613  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 LD0613
 LD0613  VERT ORDER  -  THIRD
 LD0613
 LD0613.The horizontal coordinates were scaled from a topographic map and have
 LD0613.an estimated accuracy of +/- 6 seconds.
 LD0613
 LD0613.The orthometric height was computed from unverified reset data.
 LD0613
 LD0613.The geoid height was determined by GEOID03.
 LD0613
 LD0613;                    North         East    Units  Estimated Accuracy
 LD0613;SPC IA S     -    82,390.      663,550.      MT  (+/- 180 meters Scaled)
 LD0613
 LD0613                          SUPERSEDED SURVEY CONTROL
 LD0613
 LD0613  NGVD 29 (??/??/??)  213.48   (m)          700.4    (f) RESET       3  
 LD0613
 LD0613.Superseded values are not recommended for survey control.
 LD0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0613.See file dsdata.txt to determine how the superseded data were derived.
 LD0613
 LD0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF212092(NAD 83)
 LD0613_MARKER: DB = BENCH MARK DISK
 LD0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0613_STAMPING: R 122 56 34 1935 RESET 1967
 LD0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0613+STABILITY: SURFACE MOTION
 LD0613
 LD0613  HISTORY     - Date     Condition        Report By
 LD0613  HISTORY     - 1972     MONUMENTED       NGS
 LD0613  HISTORY     - 1972     GOOD             NGS
 LD0613
 LD0613                          STATION DESCRIPTION
 LD0613
 LD0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LD0613'5.5 MI N FROM DONNELLSON.
 LD0613'5.5 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE JUNCTION OF
 LD0613'STATE HIGHWAY 2 AND HIGHWAY 218 IN DONNELLSON, 69 FEET EAST OF
 LD0613'THE CENTER OF HIGHWAY 218, 9 FEET SOUTH OF THE CENTER OF A FIELD
 LD0613'ENTRANCE ROAD, 1.5 FEET NORTH OF A POWER POLE WITH A TRANSFORMER
 LD0613'AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A U.S. COAST
 LD0613'AND GEODETIC SURVEY AND STATE SURVEY STATION DISK STAMPED R
 LD0613'122 56 34 1935 RESET 1972, SET IN THE TOP OF A 6 INCH SQUARE
 LD0613'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND
 LD0613'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0492 ***********************************************************************
 MG0492  DESIGNATION -  R 123
 MG0492  PID         -  MG0492
 MG0492  STATE/COUNTY-  IA/WASHINGTON
 MG0492  USGS QUAD   -  CRAWFORDSVILLE (1981)
 MG0492
 MG0492                         *CURRENT SURVEY CONTROL
 MG0492  ___________________________________________________________________
 MG0492* NAD 83(1986)-  41 14 25.     (N)    091 34 56.     (W)     SCALED    
 MG0492* NAVD 88     -       225.977  (meters)     741.39   (feet)  ADJUSTED  
 MG0492  ___________________________________________________________________
 MG0492  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MG0492  DYNAMIC HT  -         225.881 (meters)     741.08  (feet)  COMP
 MG0492  MODELED GRAV-     980,193.1   (mgal)                       NAVD 88
 MG0492
 MG0492  VERT ORDER  -  SECOND    CLASS 0
 MG0492
 MG0492.The horizontal coordinates were scaled from a topographic map and have
 MG0492.an estimated accuracy of +/- 6 seconds.
 MG0492
 MG0492.The orthometric height was determined by differential leveling
 MG0492.and adjusted by the National Geodetic Survey in June 1991..
 MG0492
 MG0492.The geoid height was determined by GEOID03.
 MG0492
 MG0492.The dynamic height is computed by dividing the NAVD 88
 MG0492.geopotential number by the normal gravity value computed on the
 MG0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0492.degrees latitude (g = 980.6199 gals.).
 MG0492
 MG0492.The modeled gravity was interpolated from observed gravity values.
 MG0492
 MG0492;                    North         East    Units  Estimated Accuracy
 MG0492;SPC IA S     -   139,500.      660,740.      MT  (+/- 180 meters Scaled)
 MG0492
 MG0492                          SUPERSEDED SURVEY CONTROL
 MG0492
 MG0492  NGVD 29 (??/??/92)  226.018  (m)          741.53   (f) ADJ UNCH    2 0
 MG0492
 MG0492.Superseded values are not recommended for survey control.
 MG0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0492.See file dsdata.txt to determine how the superseded data were derived.
 MG0492
 MG0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF188664(NAD 83)
 MG0492_MARKER: DB = BENCH MARK DISK
 MG0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0492_STAMPING: R 123 1935
 MG0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0492+STABILITY: SURFACE MOTION
 MG0492
 MG0492  HISTORY     - Date     Condition        Report By
 MG0492  HISTORY     - 1935     MONUMENTED       CGS
 MG0492  HISTORY     - 1941     GOOD             NGS
 MG0492  HISTORY     - 20051029 MARK NOT FOUND   GEOCAC
 MG0492
 MG0492                          STATION DESCRIPTION
 MG0492
 MG0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0492'2.7 MI NW FROM CRAWFORDSVILLE.
 MG0492'2.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON, AND QUINCY
 MG0492'RAILROAD FROM THE CROSSING OF U.S. HIGHWAY 218 AT CRAWFORDSVILLE,
 MG0492'AT A ROAD CROSSING, 30 FEET NORTHEAST OF THE CENTERLINE OF THE
 MG0492'TRACK, 32 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTHWEST
 MG0492'OF A FENCE CORNER, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 MG0492'STANDARD DISK, STAMPED R 123 1935 AND SET IN THE TOP OF A CONCRETE
 MG0492'POST.
 MG0492
 MG0492                          STATION RECOVERY (2005)
 MG0492
 MG0492'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0492'NOT FOUND IN BRIEF SEARCH. RAILROAD  DISMANTLED AND REGRADED. SHORT
 MG0492'SECTION OF DIAGONAL FENCE ON EAST SIDE OF TULIP AVE PROBABLY MARKS
 MG0492'NORTH ROW. FENCE NEAR DESCRIBED LOCATION IS GONE AND REGRADING HAS
 MG0492'FILLED DITCH SO DISK IS BURIED IF IT SURVIVES. TELEPHONE CABLE ON WEST
 MG0492'SIDE OF ROAD REQUIRES CAUTION IN DIGGING. LAND OWNER WAS SUSPICIOUS
 MG0492'AND NOT HELPFUL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0507 ***********************************************************************
 MG0507  DESIGNATION -  R 124
 MG0507  PID         -  MG0507
 MG0507  STATE/COUNTY-  IA/JEFFERSON
 MG0507  USGS QUAD   -  SALINA (1980)
 MG0507
 MG0507                         *CURRENT SURVEY CONTROL
 MG0507  ___________________________________________________________________
 MG0507* NAD 83(1986)-  41 00 37.     (N)    091 52 08.     (W)     SCALED    
 MG0507* NAVD 88     -       237.271  (meters)     778.45   (feet)  ADJUSTED  
 MG0507  ___________________________________________________________________
 MG0507  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MG0507  DYNAMIC HT  -         237.164 (meters)     778.10  (feet)  COMP
 MG0507  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 MG0507
 MG0507  VERT ORDER  -  SECOND    CLASS 0
 MG0507
 MG0507.The horizontal coordinates were scaled from a topographic map and have
 MG0507.an estimated accuracy of +/- 6 seconds.
 MG0507
 MG0507.The orthometric height was determined by differential leveling
 MG0507.and adjusted by the National Geodetic Survey in June 1991..
 MG0507
 MG0507.The geoid height was determined by GEOID03.
 MG0507
 MG0507.The dynamic height is computed by dividing the NAVD 88
 MG0507.geopotential number by the normal gravity value computed on the
 MG0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0507.degrees latitude (g = 980.6199 gals.).
 MG0507
 MG0507.The modeled gravity was interpolated from observed gravity values.
 MG0507
 MG0507;                    North         East    Units  Estimated Accuracy
 MG0507;SPC IA S     -   113,480.      637,200.      MT  (+/- 180 meters Scaled)
 MG0507
 MG0507                          SUPERSEDED SURVEY CONTROL
 MG0507
 MG0507  NGVD 29 (??/??/92)  237.312  (m)          778.58   (f) ADJ UNCH    2 0
 MG0507
 MG0507.Superseded values are not recommended for survey control.
 MG0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0507.See file dsdata.txt to determine how the superseded data were derived.
 MG0507
 MG0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF951405(NAD 83)
 MG0507_MARKER: DB = BENCH MARK DISK
 MG0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0507_STAMPING: R 124 1935
 MG0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0507+STABILITY: SURFACE MOTION
 MG0507
 MG0507  HISTORY     - Date     Condition        Report By
 MG0507  HISTORY     - 1935     MONUMENTED       CGS
 MG0507
 MG0507                          STATION DESCRIPTION
 MG0507
 MG0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MG0507'AT BECKWITH.
 MG0507'AT BECKWITH, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 MG0507'61 FEET EAST OF THE STATION, 14 FEET SOUTH OF THE CENTERLINE OF
 MG0507'THE SOUTH TRACK, AND AT THE NORTHEAST CORNER OF A FLOWER GARDEN.
 MG0507'A STANDARD DISK, STAMPED R 124 1935 AND SET IN THE TOP OF A
 MG0507'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0518 ***********************************************************************
 LD0518  DESIGNATION -  R 125
 LD0518  PID         -  LD0518
 LD0518  STATE/COUNTY-  IA/DES MOINES
 LD0518  USGS QUAD   -  DANVILLE (1981)
 LD0518
 LD0518                         *CURRENT SURVEY CONTROL
 LD0518  ___________________________________________________________________
 LD0518* NAD 83(1986)-  40 51 52.     (N)    091 18 40.     (W)     SCALED    
 LD0518* NAVD 88     -       221.575  (meters)     726.95   (feet)  ADJUSTED  
 LD0518  ___________________________________________________________________
 LD0518  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 LD0518  DYNAMIC HT  -         221.472 (meters)     726.61  (feet)  COMP
 LD0518  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 LD0518
 LD0518  VERT ORDER  -  SECOND    CLASS 0
 LD0518
 LD0518.The horizontal coordinates were scaled from a topographic map and have
 LD0518.an estimated accuracy of +/- 6 seconds.
 LD0518
 LD0518.The orthometric height was determined by differential leveling
 LD0518.and adjusted by the National Geodetic Survey in June 1991..
 LD0518
 LD0518.The geoid height was determined by GEOID03.
 LD0518
 LD0518.The dynamic height is computed by dividing the NAVD 88
 LD0518.geopotential number by the normal gravity value computed on the
 LD0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0518.degrees latitude (g = 980.6199 gals.).
 LD0518
 LD0518.The modeled gravity was interpolated from observed gravity values.
 LD0518
 LD0518;                    North         East    Units  Estimated Accuracy
 LD0518;SPC IA S     -    98,320.      684,510.      MT  (+/- 180 meters Scaled)
 LD0518
 LD0518                          SUPERSEDED SURVEY CONTROL
 LD0518
 LD0518  NGVD 29 (??/??/92)  221.62   (m)          727.1    (f) COMPUTED    2 0
 LD0518
 LD0518.Superseded values are not recommended for survey control.
 LD0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0518.See file dsdata.txt to determine how the superseded data were derived.
 LD0518
 LD0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF423250(NAD 83)
 LD0518_MARKER: DB = BENCH MARK DISK
 LD0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0518_STAMPING: R-125 1935
 LD0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0518+STABILITY: SURFACE MOTION
 LD0518
 LD0518  HISTORY     - Date     Condition        Report By
 LD0518  HISTORY     - 1935     MONUMENTED       CGS
 LD0518
 LD0518                          STATION DESCRIPTION
 LD0518
 LD0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0518'NEAR DANVILLE.
 LD0518'ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD.  SET IN POST,
 LD0518'66 FEET NORTHWEST OF THE NORTH CORNER OF THE DEPOT, 15 FEET
 LD0518'SOUTHWEST OF CENTERLINE OF THE SOUTHWEST TRACKS AND 1 FOOT
 LD0518'NORTHWEST OF PIPE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0450 ***********************************************************************
 MG0450  DESIGNATION -  R 126=58 43
 MG0450  PID         -  MG0450
 MG0450  STATE/COUNTY-  IA/LOUISA
 MG0450  USGS QUAD   -  OAKVILLE (1965)
 MG0450
 MG0450                         *CURRENT SURVEY CONTROL
 MG0450  ___________________________________________________________________
 MG0450* NAD 83(1986)-  41 06 05.     (N)    091 03 47.     (W)     SCALED    
 MG0450* NAVD 88     -       165.938  (meters)     544.41   (feet)  ADJUSTED  
 MG0450  ___________________________________________________________________
 MG0450  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MG0450  DYNAMIC HT  -         165.867 (meters)     544.18  (feet)  COMP
 MG0450  MODELED GRAV-     980,189.3   (mgal)                       NAVD 88
 MG0450
 MG0450  VERT ORDER  -  SECOND    CLASS 0
 MG0450
 MG0450.The horizontal coordinates were scaled from a topographic map and have
 MG0450.an estimated accuracy of +/- 6 seconds.
 MG0450
 MG0450.The orthometric height was determined by differential leveling
 MG0450.and adjusted by the National Geodetic Survey in June 1991..
 MG0450
 MG0450.The geoid height was determined by GEOID03.
 MG0450
 MG0450.The dynamic height is computed by dividing the NAVD 88
 MG0450.geopotential number by the normal gravity value computed on the
 MG0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0450.degrees latitude (g = 980.6199 gals.).
 MG0450
 MG0450.The modeled gravity was interpolated from observed gravity values.
 MG0450
 MG0450;                    North         East    Units  Estimated Accuracy
 MG0450;SPC IA S     -   125,180.      704,680.      MT  (+/- 180 meters Scaled)
 MG0450
 MG0450                          SUPERSEDED SURVEY CONTROL
 MG0450
 MG0450  NGVD 29 (??/??/92)  166.004  (m)          544.63   (f) ADJ UNCH    2 0
 MG0450
 MG0450.Superseded values are not recommended for survey control.
 MG0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0450.See file dsdata.txt to determine how the superseded data were derived.
 MG0450
 MG0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF626518(NAD 83)
 MG0450_MARKER: DD = SURVEY DISK
 MG0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0450_STAMPING: 58-43 R 126 1935
 MG0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0450+STABILITY: SURFACE MOTION
 MG0450
 MG0450  HISTORY     - Date     Condition        Report By
 MG0450  HISTORY     - UNK      MONUMENTED       IOWAGS
 MG0450  HISTORY     - 1935     GOOD             NGS
 MG0450  HISTORY     - 1963     MARK NOT FOUND   USGS
 MG0450
 MG0450                          STATION DESCRIPTION
 MG0450
 MG0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MG0450'1 MI W FROM OAKVILLE.
 MG0450'1.0 MILE WEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 MG0450'FROM THE STATION AT OAKVILLE, LOUISA COUNTY, THENCE 0.3 MILE
 MG0450'NORTH ALONG A COUNTY ROAD, AT THE JUNCTION OF STATE HIGHWAY
 MG0450'99, 250 FEET SOUTH OF THE SOUTH FACE OF THE SOUTHWEST STEEL
 MG0450'PRIER OF THE YELLOW BANKS BRIDGE OVER IOWA RIVER, 141 FEET WEST
 MG0450'OF POWER POLE 388, AND 21 FEET WEST OF THE PROLONGATION OF
 MG0450'THE WEST SIDE OF THE BRIDGE.  A STATE SURVEY STANDARD DISK,
 MG0450'STAMPED 58-43 R 126 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MG0450
 MG0450                          STATION RECOVERY (1963)
 MG0450
 MG0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MG0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0856 ***********************************************************************
 LF0856  DESIGNATION -  R 127
 LF0856  PID         -  LF0856
 LF0856  STATE/COUNTY-  IA/FREMONT
 LF0856  USGS QUAD   -  NEBRASKA CITY (1984)
 LF0856
 LF0856                         *CURRENT SURVEY CONTROL
 LF0856  ___________________________________________________________________
 LF0856* NAD 83(1986)-  40 43 37.     (N)    095 48 25.     (W)     SCALED    
 LF0856* NAVD 88     -       282.505  (meters)     926.85   (feet)  ADJUSTED  
 LF0856  ___________________________________________________________________
 LF0856  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LF0856  DYNAMIC HT  -         282.358 (meters)     926.37  (feet)  COMP
 LF0856  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 LF0856
 LF0856  VERT ORDER  -  FIRST     CLASS II
 LF0856
 LF0856.The horizontal coordinates were scaled from a topographic map and have
 LF0856.an estimated accuracy of +/- 6 seconds.
 LF0856
 LF0856.The orthometric height was determined by differential leveling
 LF0856.and adjusted by the National Geodetic Survey in June 1991..
 LF0856.WARNING-Repeat measurements at this control monument indicate possible
 LF0856.vertical movement.
 LF0856
 LF0856.The geoid height was determined by GEOID03.
 LF0856
 LF0856.The dynamic height is computed by dividing the NAVD 88
 LF0856.geopotential number by the normal gravity value computed on the
 LF0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0856.degrees latitude (g = 980.6199 gals.).
 LF0856
 LF0856.The modeled gravity was interpolated from observed gravity values.
 LF0856
 LF0856;                    North         East    Units  Estimated Accuracy
 LF0856;SPC IA S     -    83,310.      305,130.      MT  (+/- 180 meters Scaled)
 LF0856
 LF0856                          SUPERSEDED SURVEY CONTROL
 LF0856
 LF0856  NGVD 29 (??/??/92)  282.432  (m)          926.61   (f) ADJ UNCH    1 2
 LF0856
 LF0856.Superseded values are not recommended for survey control.
 LF0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0856.See file dsdata.txt to determine how the superseded data were derived.
 LF0856
 LF0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF629122(NAD 83)
 LF0856_MARKER: DB = BENCH MARK DISK
 LF0856_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LF0856_SP_SET: ABUTMENT
 LF0856_STAMPING: R 127 1947
 LF0856_MARK LOGO: CGS   
 LF0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0856+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 LF0856
 LF0856  HISTORY     - Date     Condition        Report By
 LF0856  HISTORY     - 1947     MONUMENTED       CGS
 LF0856  HISTORY     - 1948     GOOD             NGS
 LF0856  HISTORY     - 19890724 GOOD             NGS
 LF0856
 LF0856                          STATION DESCRIPTION
 LF0856
 LF0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0856'1.6 MI S FROM PERCIVAL.
 LF0856'1.55 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0856'RAILROAD FROM THE STATION AT PERCIVAL, AT THE NORTHWEST END
 LF0856'OF CONCRETE BRIDGE NO.154.04, 133.0 FEET NORTHWEST OF THE CENTER
 LF0856'OF THE CROSSING OF AN EAST-WEST GRAVEL ROAD, 7.8 FEET NORTHEAST
 LF0856'OF THE NORTHEAST RAIL OF THE TRACK, 3.3 FEET BELOW THE BASE OF
 LF0856'THE RAILS, SET IN THE TOP OF AND 0.9 FOOT WEST OF THE EAST CORNER
 LF0856'OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE
 LF0856'BRIDGE.
 LF0856
 LF0856                          STATION RECOVERY (1948)
 LF0856
 LF0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0856'RECOVERED IN GOOD CONDITION.
 LF0856
 LF0856                          STATION RECOVERY (1989)
 LF0856
 LF0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0856'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.5 KM
 LF0856'(1.55 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0856'POST OFFICE IN PERCIVAL.  CHANGE--GRAVELED ROAD, TO PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0220 ***********************************************************************
 NM0220  DESIGNATION -  R 128
 NM0220  PID         -  NM0220
 NM0220  STATE/COUNTY-  IA/WOODBURY
 NM0220  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0220
 NM0220                         *CURRENT SURVEY CONTROL
 NM0220  ___________________________________________________________________
 NM0220* NAD 83(1986)-  42 25 19.     (N)    096 23 00.     (W)     SCALED    
 NM0220* NAVD 88     -       332.094  (meters)    1089.55   (feet)  ADJUSTED  
 NM0220  ___________________________________________________________________
 NM0220  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 NM0220  DYNAMIC HT  -         331.987 (meters)    1089.19  (feet)  COMP
 NM0220  MODELED GRAV-     980,291.0   (mgal)                       NAVD 88
 NM0220
 NM0220  VERT ORDER  -  SECOND    CLASS 0
 NM0220
 NM0220.The horizontal coordinates were scaled from a topographic map and have
 NM0220.an estimated accuracy of +/- 6 seconds.
 NM0220
 NM0220.The orthometric height was determined by differential leveling
 NM0220.and adjusted by the National Geodetic Survey in June 1991..
 NM0220
 NM0220.The geoid height was determined by GEOID03.
 NM0220
 NM0220.The dynamic height is computed by dividing the NAVD 88
 NM0220.geopotential number by the normal gravity value computed on the
 NM0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0220.degrees latitude (g = 980.6199 gals.).
 NM0220
 NM0220.The modeled gravity was interpolated from observed gravity values.
 NM0220
 NM0220;                    North         East    Units  Estimated Accuracy
 NM0220;SPC IA N     - 1,106,450.    1,262,760.      MT  (+/- 180 meters Scaled)
 NM0220
 NM0220                          SUPERSEDED SURVEY CONTROL
 NM0220
 NM0220  NGVD 29 (??/??/92)  331.934  (m)         1089.02   (f) ADJ UNCH    2 0
 NM0220
 NM0220.Superseded values are not recommended for survey control.
 NM0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0220.See file dsdata.txt to determine how the superseded data were derived.
 NM0220
 NM0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM152999(NAD 83)
 NM0220_MARKER: DB = BENCH MARK DISK
 NM0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0220_SP_SET: CONCRETE POST
 NM0220_STAMPING: R 128 1948
 NM0220_MARK LOGO: CGS   
 NM0220_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0220+STABILITY: SURFACE MOTION
 NM0220
 NM0220  HISTORY     - Date     Condition        Report By
 NM0220  HISTORY     - 1948     MONUMENTED       CGS
 NM0220  HISTORY     - 1953     GOOD             NGS
 NM0220  HISTORY     - 19910824 GOOD             LOCENG
 NM0220
 NM0220                          STATION DESCRIPTION
 NM0220
 NM0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0220'2.2 MI NW FROM SERGEANT BLUFF.
 NM0220'0.5 MILE WEST ALONG STATE HIGHWAY 377 FROM THE JUNCTION OF U.S.
 NM0220'HIGHWAY 75 AT SERGEANT BLUFF, THENCE 1.0 MILE NORTH ALONG A GRADED
 NM0220'DIRT ROAD, THENCE 0.75 MILE WEST ALONG A GRAVELED ROAD, AT THE
 NM0220'SOUTH END OF A CURVE, 85.0 FEET SOUTHWEST OF THE CENTER OF THE NORTH
 NM0220'END OF A 36-INCH CONCRETE TILE CULVERT, 46.0 FEET WEST OF THE
 NM0220'CENTER LINE OF THE ROAD (MEASURED FROM THE SOUTH END OF THE CURVE),
 NM0220'28.0 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING TO A FIELD
 NM0220'ON THE WEST SIDE OF THE ROAD, 1.1 FEET EAST OF A FENCE, 1.1
 NM0220'FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 NM0220'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 NM0220
 NM0220                          STATION RECOVERY (1953)
 NM0220
 NM0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 NM0220'RECOVERED IN GOOD CONDITION.
 NM0220
 NM0220                          STATION RECOVERY (1991)
 NM0220
 NM0220'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 NM0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0093 ***********************************************************************
 NM0093  DESIGNATION -  R 129
 NM0093  PID         -  NM0093
 NM0093  STATE/COUNTY-  IA/MONONA
 NM0093  USGS QUAD   -  ONAWA SW (1969)
 NM0093
 NM0093                         *CURRENT SURVEY CONTROL
 NM0093  ___________________________________________________________________
 NM0093* NAD 83(1986)-  42 06 44.     (N)    096 08 23.     (W)     SCALED    
 NM0093* NAVD 88     -       322.747  (meters)    1058.88   (feet)  ADJUSTED  
 NM0093  ___________________________________________________________________
 NM0093  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 NM0093  DYNAMIC HT  -         322.634 (meters)    1058.51  (feet)  COMP
 NM0093  MODELED GRAV-     980,262.6   (mgal)                       NAVD 88
 NM0093
 NM0093  VERT ORDER  -  FIRST     CLASS II
 NM0093
 NM0093.The horizontal coordinates were scaled from a topographic map and have
 NM0093.an estimated accuracy of +/- 6 seconds.
 NM0093
 NM0093.The orthometric height was determined by differential leveling
 NM0093.and adjusted by the National Geodetic Survey in June 1991..
 NM0093.WARNING-Repeat measurements at this control monument indicate possible
 NM0093.vertical movement.
 NM0093
 NM0093.The geoid height was determined by GEOID03.
 NM0093
 NM0093.The dynamic height is computed by dividing the NAVD 88
 NM0093.geopotential number by the normal gravity value computed on the
 NM0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0093.degrees latitude (g = 980.6199 gals.).
 NM0093
 NM0093.The modeled gravity was interpolated from observed gravity values.
 NM0093
 NM0093;                    North         East    Units  Estimated Accuracy
 NM0093;SPC IA N     - 1,071,410.    1,281,720.      MT  (+/- 180 meters Scaled)
 NM0093
 NM0093                          SUPERSEDED SURVEY CONTROL
 NM0093
 NM0093  NGVD 29 (??/??/92)  322.594  (m)         1058.38   (f) ADJ UNCH    1 2
 NM0093
 NM0093.Superseded values are not recommended for survey control.
 NM0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0093.See file dsdata.txt to determine how the superseded data were derived.
 NM0093
 NM0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM364661(NAD 83)
 NM0093_MARKER: DB = BENCH MARK DISK
 NM0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0093_SP_SET: CONCRETE POST
 NM0093_STAMPING: R 129 1948
 NM0093_MARK LOGO: CGS   
 NM0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0093+STABILITY: SURFACE MOTION
 NM0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0093+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1989
 NM0093
 NM0093  HISTORY     - Date     Condition        Report By
 NM0093  HISTORY     - 1948     MONUMENTED       CGS
 NM0093  HISTORY     - 19890831 GOOD             NGS
 NM0093
 NM0093                          STATION DESCRIPTION
 NM0093
 NM0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0093'1.2 MI SE FROM WHITING.
 NM0093'1.2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0093'FROM THE STATION AT WHITING, 200 YARDS WEST OF AND ACROSS THE
 NM0093'HIGHWAY FROM A FARMHOUSE, 45 YARDS SOUTHWEST OF THE CENTER LINE
 NM0093'OF U.S. HIGHWAY 75, 42.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 NM0093'13.0 FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 NM0093'EAST TO THE FARMHOUSE, 5.8 FEET NORTHEAST OF A GATE POST WHICH
 NM0093'IS AT THE NORTHEAST END OF AN IRON GATE IN THE RIGHT OF WAY
 NM0093'FENCE, 1.8 FEET NORTHEAST OF A FENCE, 1.2 FEET SOUTHEAST OF A
 NM0093'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NM0093'0.5 FOOT ABOVE THE GROUND.
 NM0093
 NM0093                          STATION RECOVERY (1989)
 NM0093
 NM0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0093'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 NM0093'CHANGE--STATION, TO WHITTIER STREET, U.S. HIGHWAY 75, TO COUNTY ROAD K
 NM0093'45, AND 1.2 FEET SOUTHEAST, TO 0.3 M (1.0 FT) NORTHEAST.  DELETE--5.8
 NM0093'FEET NORTHEAST OF A GATE POST WHICH IS AT THE NORTHEAST END OF AN IRON
 NM0093'GATE IN THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0149 ***********************************************************************
 NL0149  DESIGNATION -  R 13
 NL0149  PID         -  NL0149
 NL0149  STATE/COUNTY-  IA/SAC
 NL0149  USGS QUAD   -  LYTTON (1980)
 NL0149
 NL0149                         *CURRENT SURVEY CONTROL
 NL0149  ___________________________________________________________________
 NL0149* NAD 83(1986)-  42 25 16.     (N)    094 51 33.     (W)     SCALED    
 NL0149* NAVD 88     -       372.777  (meters)    1223.02   (feet)  ADJUSTED  
 NL0149  ___________________________________________________________________
 NL0149  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 NL0149  DYNAMIC HT  -         372.644 (meters)    1222.58  (feet)  COMP
 NL0149  MODELED GRAV-     980,253.4   (mgal)                       NAVD 88
 NL0149
 NL0149  VERT ORDER  -  FIRST     CLASS II
 NL0149
 NL0149.The horizontal coordinates were scaled from a topographic map and have
 NL0149.an estimated accuracy of +/- 6 seconds.
 NL0149
 NL0149.The orthometric height was determined by differential leveling
 NL0149.and adjusted by the National Geodetic Survey in June 1991..
 NL0149
 NL0149.The geoid height was determined by GEOID03.
 NL0149
 NL0149.The dynamic height is computed by dividing the NAVD 88
 NL0149.geopotential number by the normal gravity value computed on the
 NL0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0149.degrees latitude (g = 980.6199 gals.).
 NL0149
 NL0149.The modeled gravity was interpolated from observed gravity values.
 NL0149
 NL0149;                    North         East    Units  Estimated Accuracy
 NL0149;SPC IA N     - 1,103,210.    1,388,150.      MT  (+/- 180 meters Scaled)
 NL0149
 NL0149                          SUPERSEDED SURVEY CONTROL
 NL0149
 NL0149  NGVD 29 (??/??/92)  372.688  (m)         1222.73   (f) ADJ UNCH    1 2
 NL0149
 NL0149.Superseded values are not recommended for survey control.
 NL0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0149.See file dsdata.txt to determine how the superseded data were derived.
 NL0149
 NL0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG470982(NAD 83)
 NL0149_MARKER: DB = BENCH MARK DISK
 NL0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0149_STAMPING: 1222.727 R 13 1933
 NL0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0149+STABILITY: SURFACE MOTION
 NL0149
 NL0149  HISTORY     - Date     Condition        Report By
 NL0149  HISTORY     - 1933     MONUMENTED       CGS
 NL0149  HISTORY     - 1934     GOOD             NGS
 NL0149  HISTORY     - 1979     GOOD             LOCENG
 NL0149  HISTORY     - 20060828 MARK NOT FOUND   GEOCAC
 NL0149
 NL0149                          STATION DESCRIPTION
 NL0149
 NL0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0149'AT LYTTON.
 NL0149'AT LYTTON, SAC COUNTY, 125 YARDS WEST OF THE CHICAGO, MILWAUKEE,
 NL0149'ST. PAUL AND PACIFIC RAILROAD STATION, 93 FEET SOUTH OF THE
 NL0149'CENTERLINE OF U.S. HIGHWAY 20, 82 FEET NORTHWEST OF THE LYTTON
 NL0149'GRAIN CO. ELEVATOR, 25 FEET WEST OF THE WEST LINE OF A
 NL0149'NORTH-AND-SOUTH STREET, 30.8 FEET NORTH OF THE CENTERLINE OF THE
 NL0149'TRACK, AND 18 FEET WEST OF A POWERLINE POLE.  A STANDARD DISK,
 NL0149'STAMPED 1222.727 R 13 1933 AND SET IN THE TOP OF A CONCRETE
 NL0149'POST.
 NL0149
 NL0149                          STATION RECOVERY (1979)
 NL0149
 NL0149'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 NL0149'RECOVERED IN GOOD CONDITION.
 NL0149
 NL0149                          STATION RECOVERY (2006)
 NL0149
 NL0149'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NL0149'IF DISK SURVIVES IT IS BURIED IN THE GRAVEL LOT WHERE THE STREET
 NL0149'WIDENS WITH UNCLEAR BOUNDARY NEAR THE ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0858 ***********************************************************************
 MJ0858  DESIGNATION -  R 130
 MJ0858  PID         -  MJ0858
 MJ0858  STATE/COUNTY-  IA/MILLS
 MJ0858  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0858
 MJ0858                         *CURRENT SURVEY CONTROL
 MJ0858  ___________________________________________________________________
 MJ0858* NAD 83(1986)-  41 02 54.     (N)    095 50 28.     (W)     SCALED    
 MJ0858* NAVD 88     -       291.525  (meters)     956.44   (feet)  ADJUSTED  
 MJ0858  ___________________________________________________________________
 MJ0858  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 MJ0858  DYNAMIC HT  -         291.404 (meters)     956.05  (feet)  COMP
 MJ0858  MODELED GRAV-     980,202.9   (mgal)                       NAVD 88
 MJ0858
 MJ0858  VERT ORDER  -  SECOND    CLASS 0
 MJ0858
 MJ0858.The horizontal coordinates were scaled from a topographic map and have
 MJ0858.an estimated accuracy of +/- 6 seconds.
 MJ0858
 MJ0858.The orthometric height was determined by differential leveling
 MJ0858.and adjusted by the National Geodetic Survey in June 1991..
 MJ0858
 MJ0858.The geoid height was determined by GEOID03.
 MJ0858
 MJ0858.The dynamic height is computed by dividing the NAVD 88
 MJ0858.geopotential number by the normal gravity value computed on the
 MJ0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0858.degrees latitude (g = 980.6199 gals.).
 MJ0858
 MJ0858.The modeled gravity was interpolated from observed gravity values.
 MJ0858
 MJ0858;                    North         East    Units  Estimated Accuracy
 MJ0858;SPC IA S     -   119,060.      303,210.      MT  (+/- 180 meters Scaled)
 MJ0858
 MJ0858                          SUPERSEDED SURVEY CONTROL
 MJ0858
 MJ0858  NGVD 29 (??/??/92)  291.434  (m)          956.15   (f) ADJ UNCH    2 0
 MJ0858
 MJ0858.Superseded values are not recommended for survey control.
 MJ0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0858.See file dsdata.txt to determine how the superseded data were derived.
 MJ0858
 MJ0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF612480(NAD 83)
 MJ0858_MARKER: DB = BENCH MARK DISK
 MJ0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0858_STAMPING: R 130 1948
 MJ0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0858+STABILITY: SURFACE MOTION
 MJ0858
 MJ0858  HISTORY     - Date     Condition        Report By
 MJ0858  HISTORY     - 1948     MONUMENTED       CGS
 MJ0858
 MJ0858                          STATION DESCRIPTION
 MJ0858
 MJ0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0858'4 MI NW FROM PACIFIC JUNCTION.
 MJ0858'1 BLOCK WEST AND 1 1/2 BLOCKS NORTH FROM THE PACIFIC JUNCTION
 MJ0858'SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE WEST ALONG A DIRT
 MJ0858'ROAD, THENCE 2.0 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE
 MJ0858'WEST ALONG A DIRT ROAD, AT LINCOLN SCHOOL, 87.8 FEET WEST
 MJ0858'NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 21.5
 MJ0858'FEET EAST OF THE NORTHWEST CORNER OF THE SCHOOL YARD BOARD
 MJ0858'FENCE, 24.5 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 MJ0858'ROAD MEASURED FROM A POINT 181.0 FEET EAST OF THE CENTER OF THE
 MJ0858'CROSSING OF THE NORTH-SOUTH DIRT ROAD, 13.6 FEET EAST OF THE
 MJ0858'NORTH COTTONWOOD TREE IN A NORTH-SOUTH LINE OF COTTONWOOD TREES
 MJ0858'ALONG THE WEST SIDE OF THE SCHOOL YARD, SET IN THE TOP OF A
 MJ0858'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0608 ***********************************************************************
 MJ0608  DESIGNATION -  R 131
 MJ0608  PID         -  MJ0608
 MJ0608  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0608  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0608
 MJ0608                         *CURRENT SURVEY CONTROL
 MJ0608  ___________________________________________________________________
 MJ0608* NAD 83(1986)-  41 13 24.     (N)    095 50 24.     (W)     SCALED    
 MJ0608* NAVD 88     -       297.218  (meters)     975.12   (feet)  ADJUSTED  
 MJ0608  ___________________________________________________________________
 MJ0608  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 MJ0608  DYNAMIC HT  -         297.097 (meters)     974.73  (feet)  COMP
 MJ0608  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 MJ0608
 MJ0608  VERT ORDER  -  FIRST     CLASS II
 MJ0608
 MJ0608.This mark is at Council Bluffs Municipal Airport (CBF)
 MJ0608
 MJ0608.The horizontal coordinates were scaled from a topographic map and have
 MJ0608.an estimated accuracy of +/- 6 seconds.
 MJ0608
 MJ0608.The orthometric height was determined by differential leveling
 MJ0608.and adjusted by the National Geodetic Survey in June 1991..
 MJ0608
 MJ0608.The geoid height was determined by GEOID03.
 MJ0608
 MJ0608.The dynamic height is computed by dividing the NAVD 88
 MJ0608.geopotential number by the normal gravity value computed on the
 MJ0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0608.degrees latitude (g = 980.6199 gals.).
 MJ0608
 MJ0608.The modeled gravity was interpolated from observed gravity values.
 MJ0608
 MJ0608;                    North         East    Units  Estimated Accuracy
 MJ0608;SPC IA S     -   138,490.      303,820.      MT  (+/- 180 meters Scaled)
 MJ0608
 MJ0608                          SUPERSEDED SURVEY CONTROL
 MJ0608
 MJ0608  NGVD 29 (??/??/92)  297.110  (m)          974.77   (f) ADJ UNCH    1 2
 MJ0608
 MJ0608.Superseded values are not recommended for survey control.
 MJ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0608.See file dsdata.txt to determine how the superseded data were derived.
 MJ0608
 MJ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF619674(NAD 83)
 MJ0608_MARKER: DB = BENCH MARK DISK
 MJ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0608_STAMPING: R 131 1948
 MJ0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0608+STABILITY: SURFACE MOTION
 MJ0608
 MJ0608  HISTORY     - Date     Condition        Report By
 MJ0608  HISTORY     - 1948     MONUMENTED       CGS
 MJ0608  HISTORY     - 1964     GOOD             NGS
 MJ0608  HISTORY     - 19890725 MARK NOT FOUND   NGS
 MJ0608
 MJ0608                          STATION DESCRIPTION
 MJ0608
 MJ0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0608'AT COUNCIL BLUFFS AIRPORT.
 MJ0608'AT COUNCIL BLUFFS, 1.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON
 MJ0608'AND QUINCY RAILROAD FROM THE STATION AT COUNCIL BLUFFS THENCE
 MJ0608'0.5 MILE EAST ALONG A GRAVEL ROAD TO THE COUNCIL BLUFFS AIRPORT,
 MJ0608'AT THE CONCRETE BLOCK BUILDING HOUSING THE REPAIR SHOP OF
 MJ0608'AERO-MARINE, INC., 3.3 FEET NORTHWEST OF THE NORTHEAST CORNER
 MJ0608'OF THE BUILDING, 1.8 FEET NORTH OF THE NORTH FACE OF THE
 MJ0608'BUILDING, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 MJ0608'FOOT ABOVE THE GROUND.
 MJ0608
 MJ0608                          STATION RECOVERY (1964)
 MJ0608
 MJ0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MJ0608'RECOVERED IN GOOD CONDITION.
 MJ0608
 MJ0608                          STATION RECOVERY (1989)
 MJ0608
 MJ0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1146 ***********************************************************************
 LF1146  DESIGNATION -  R 133
 LF1146  PID         -  LF1146
 LF1146  STATE/COUNTY-  IA/FREMONT
 LF1146  USGS QUAD   -  MC PAUL (1984)
 LF1146
 LF1146                         *CURRENT SURVEY CONTROL
 LF1146  ___________________________________________________________________
 LF1146* NAD 83(1986)-  40 48 43.     (N)    095 48 30.     (W)     SCALED    
 LF1146* NAVD 88     -       284.857  (meters)     934.57   (feet)  ADJUSTED  
 LF1146  ___________________________________________________________________
 LF1146  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 LF1146  DYNAMIC HT  -         284.717 (meters)     934.11  (feet)  COMP
 LF1146  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 LF1146
 LF1146  VERT ORDER  -  SECOND    CLASS 0
 LF1146
 LF1146.The horizontal coordinates were scaled from a topographic map and have
 LF1146.an estimated accuracy of +/- 6 seconds.
 LF1146
 LF1146.The orthometric height was determined by differential leveling
 LF1146.and adjusted by the National Geodetic Survey in June 1991..
 LF1146
 LF1146.The geoid height was determined by GEOID03.
 LF1146
 LF1146.The dynamic height is computed by dividing the NAVD 88
 LF1146.geopotential number by the normal gravity value computed on the
 LF1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1146.degrees latitude (g = 980.6199 gals.).
 LF1146
 LF1146.The modeled gravity was interpolated from observed gravity values.
 LF1146
 LF1146;                    North         East    Units  Estimated Accuracy
 LF1146;SPC IA S     -    92,750.      305,270.      MT  (+/- 180 meters Scaled)
 LF1146
 LF1146                          SUPERSEDED SURVEY CONTROL
 LF1146
 LF1146  NGVD 29 (??/??/92)  284.764  (m)          934.26   (f) ADJ UNCH    2 0
 LF1146
 LF1146.Superseded values are not recommended for survey control.
 LF1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1146.See file dsdata.txt to determine how the superseded data were derived.
 LF1146
 LF1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF631216(NAD 83)
 LF1146_MARKER: DB = BENCH MARK DISK
 LF1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1146_STAMPING: R 133 1948
 LF1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1146+STABILITY: SURFACE MOTION
 LF1146
 LF1146  HISTORY     - Date     Condition        Report By
 LF1146  HISTORY     - 1948     MONUMENTED       CGS
 LF1146
 LF1146                          STATION DESCRIPTION
 LF1146
 LF1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1146'0.8 MI SW FROM MC PAUL.
 LF1146'0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF1146'AND QUINCY RAILROAD STATION AT MC PAUL, THENCE 0.6 MILE SOUTH
 LF1146'ALONG A TAR ROAD, 0.1 MILE SOUTH OF A BRIDGE OVER PLUM CREEK
 LF1146'DITCH, 241.0 FEET NORTH OF A POINT IN THE TAR ROAD DIRECTLY IN
 LF1146'FRONT OF THE FRONT (WEST) ENTRANCE TO A BRICK TILE DWELLING,
 LF1146'37.0 FEET EAST OF THE CENTER LINE OF THE TAR ROAD, 1.5 FEET
 LF1146'NORTHWEST OF THE NORTHWEST CORNER OF A CORN CRIB, 1.5 FEET
 LF1146'NORTH OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF1146'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1085 ***********************************************************************
 LF1085  DESIGNATION -  R 134
 LF1085  PID         -  LF1085
 LF1085  STATE/COUNTY-  IA/FREMONT
 LF1085  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1085
 LF1085                         *CURRENT SURVEY CONTROL
 LF1085  ___________________________________________________________________
 LF1085* NAD 83(1986)-  40 39 08.     (N)    095 46 07.     (W)     SCALED    
 LF1085* NAVD 88     -       278.963  (meters)     915.23   (feet)  ADJUSTED  
 LF1085  ___________________________________________________________________
 LF1085  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LF1085  DYNAMIC HT  -         278.817 (meters)     914.75  (feet)  COMP
 LF1085  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 LF1085
 LF1085  VERT ORDER  -  FIRST     CLASS II
 LF1085
 LF1085.The horizontal coordinates were scaled from a topographic map and have
 LF1085.an estimated accuracy of +/- 6 seconds.
 LF1085
 LF1085.The orthometric height was determined by differential leveling
 LF1085.and adjusted by the National Geodetic Survey in June 1991..
 LF1085
 LF1085.The geoid height was determined by GEOID03.
 LF1085
 LF1085.The dynamic height is computed by dividing the NAVD 88
 LF1085.geopotential number by the normal gravity value computed on the
 LF1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1085.degrees latitude (g = 980.6199 gals.).
 LF1085
 LF1085.The modeled gravity was interpolated from observed gravity values.
 LF1085
 LF1085;                    North         East    Units  Estimated Accuracy
 LF1085;SPC IA S     -    74,930.      308,150.      MT  (+/- 180 meters Scaled)
 LF1085
 LF1085                          SUPERSEDED SURVEY CONTROL
 LF1085
 LF1085  NGVD 29 (??/??/92)  278.860  (m)          914.89   (f) ADJ UNCH    1 2
 LF1085
 LF1085.Superseded values are not recommended for survey control.
 LF1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1085.See file dsdata.txt to determine how the superseded data were derived.
 LF1085
 LF1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF659038(NAD 83)
 LF1085_MARKER: DB = BENCH MARK DISK
 LF1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1085_STAMPING: R 134 1948
 LF1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1085+STABILITY: SURFACE MOTION
 LF1085
 LF1085  HISTORY     - Date     Condition        Report By
 LF1085  HISTORY     - 1948     MONUMENTED       CGS
 LF1085
 LF1085                          STATION DESCRIPTION
 LF1085
 LF1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1085'1.6 MI WSW FROM PAYNE.
 LF1085'0.55 MILE WEST AND SOUTHWEST ALONG A DIRT ROAD FROM THE RAILROAD
 LF1085'STATION AT PAYNE, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, ABOUT
 LF1085'0.9 MILE SOUTH OF THE DOC WINTERS HOME, ABOUT 0.3 MILE NORTH OF
 LF1085'A POINT WHERE THE NORTH-SOUTH FARM ROAD ENTERS THE WILLOWS,
 LF1085'ON THE NORTHEAST QUARTER OF THE CROSSING OF THE NORTH-SOUTH
 LF1085'AND EAST-WEST FARM ROADS, 99.0 FEET NORTH OF THE CENTER LINE OF
 LF1085'THE EAST-WEST FARM ROAD, 95.0 FEET EAST OF THE CENTER LINE OF THE
 LF1085'NORTH-SOUTH FARM ROAD, 1.5 FEET WEST OF THE SOUTHWEST CORNER OF
 LF1085'A LONG RED CORNCRIB WHICH HAS A CONCRETE BLOCK FOUNDATION, 1.5
 LF1085'FEET SOUTH OF A 4X4 REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF1085'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0558 ***********************************************************************
 MJ0558  DESIGNATION -  R 135
 MJ0558  PID         -  MJ0558
 MJ0558  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0558  USGS QUAD   -  MC CLELLAND (1994)
 MJ0558
 MJ0558                         *CURRENT SURVEY CONTROL
 MJ0558  ___________________________________________________________________
 MJ0558* NAD 83(1986)-  41 21 24.     (N)    095 42 06.     (W)     SCALED    
 MJ0558* NAVD 88     -       320.279  (meters)    1050.78   (feet)  ADJUSTED  
 MJ0558  ___________________________________________________________________
 MJ0558  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 MJ0558  DYNAMIC HT  -         320.144 (meters)    1050.34  (feet)  COMP
 MJ0558  MODELED GRAV-     980,194.4   (mgal)                       NAVD 88
 MJ0558
 MJ0558  VERT ORDER  -  FIRST     CLASS II
 MJ0558
 MJ0558.The horizontal coordinates were scaled from a topographic map and have
 MJ0558.an estimated accuracy of +/- 6 seconds.
 MJ0558
 MJ0558.The orthometric height was determined by differential leveling
 MJ0558.and adjusted by the National Geodetic Survey in June 1991..
 MJ0558
 MJ0558.The geoid height was determined by GEOID03.
 MJ0558
 MJ0558.The dynamic height is computed by dividing the NAVD 88
 MJ0558.geopotential number by the normal gravity value computed on the
 MJ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0558.degrees latitude (g = 980.6199 gals.).
 MJ0558
 MJ0558.The modeled gravity was interpolated from observed gravity values.
 MJ0558
 MJ0558;                    North         East    Units  Estimated Accuracy
 MJ0558;SPC IA S     -   152,990.      315,790.      MT  (+/- 180 meters Scaled)
 MJ0558
 MJ0558                          SUPERSEDED SURVEY CONTROL
 MJ0558
 MJ0558  NGVD 29 (??/??/92)  320.164  (m)         1050.40   (f) ADJ UNCH    1 2
 MJ0558
 MJ0558.Superseded values are not recommended for survey control.
 MJ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0558.See file dsdata.txt to determine how the superseded data were derived.
 MJ0558
 MJ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF740818(NAD 83)
 MJ0558_MARKER: DB = BENCH MARK DISK
 MJ0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0558_SP_SET: CULVERT
 MJ0558_STAMPING: R 135 1948
 MJ0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0558
 MJ0558  HISTORY     - Date     Condition        Report By
 MJ0558  HISTORY     - 1948     MONUMENTED       CGS
 MJ0558
 MJ0558                          STATION DESCRIPTION
 MJ0558
 MJ0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0558'2.6 MI SW FROM UNDERWOOD.
 MJ0558'2.55 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0558'RAILROAD FROM THE STATION AT UNDERWOOD, SET IN THE SOUTHEAST
 MJ0558'CONCRETE HEADWALL FOR A CONCRETE BOX CULVERT UNDER THE RAILROAD,
 MJ0558'ABOUT 300.0 FEET SOUTHWEST OF A CURVE IN THE RAILROAD, 1.0 FOOT
 MJ0558'SOUTHWEST OF THE NORTHEAST EDGE OF THE HEADWALL, 9.6 FEET SOUTHEAST
 MJ0558'OF THE SOUTHEAST RAIL, DIRECTLY ACROSS THE TRACK FROM MILEPOST
 MJ0558'486 AND A BOX CULVERT UNDER STATE HIGHWAY 64, 1.0 FOOT BELOW THE
 MJ0558'RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0021 ***********************************************************************
 MK0021  DESIGNATION -  R 136
 MK0021  PID         -  MK0021
 MK0021  STATE/COUNTY-  IA/HARRISON
 MK0021  USGS QUAD   -  MONDAMIN (1970)
 MK0021
 MK0021                         *CURRENT SURVEY CONTROL
 MK0021  ___________________________________________________________________
 MK0021* NAD 83(1986)-  41 40 07.     (N)    096 01 01.     (W)     SCALED    
 MK0021* NAVD 88     -       310.259  (meters)    1017.91   (feet)  ADJUSTED  
 MK0021  ___________________________________________________________________
 MK0021  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 MK0021  DYNAMIC HT  -         310.125 (meters)    1017.47  (feet)  COMP
 MK0021  MODELED GRAV-     980,183.1   (mgal)                       NAVD 88
 MK0021
 MK0021  VERT ORDER  -  FIRST     CLASS II
 MK0021
 MK0021.The horizontal coordinates were scaled from a topographic map and have
 MK0021.an estimated accuracy of +/- 6 seconds.
 MK0021
 MK0021.The orthometric height was determined by differential leveling
 MK0021.and adjusted by the National Geodetic Survey in June 1991..
 MK0021
 MK0021.The geoid height was determined by GEOID03.
 MK0021
 MK0021.The dynamic height is computed by dividing the NAVD 88
 MK0021.geopotential number by the normal gravity value computed on the
 MK0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0021.degrees latitude (g = 980.6199 gals.).
 MK0021
 MK0021.The modeled gravity was interpolated from observed gravity values.
 MK0021
 MK0021;                    North         East    Units  Estimated Accuracy
 MK0021;SPC IA S     -   188,330.      290,420.      MT  (+/- 180 meters Scaled)
 MK0021
 MK0021                          SUPERSEDED SURVEY CONTROL
 MK0021
 MK0021  NGVD 29 (??/??/92)  310.107  (m)         1017.41   (f) ADJ UNCH    1 2
 MK0021
 MK0021.Superseded values are not recommended for survey control.
 MK0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0021.See file dsdata.txt to determine how the superseded data were derived.
 MK0021
 MK0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM483172(NAD 83)
 MK0021_MARKER: DB = BENCH MARK DISK
 MK0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0021_SP_SET: CONCRETE POST
 MK0021_STAMPING: R 136 1948
 MK0021_MARK LOGO: CGS   
 MK0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0021+STABILITY: SURFACE MOTION
 MK0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0021+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1989
 MK0021
 MK0021  HISTORY     - Date     Condition        Report By
 MK0021  HISTORY     - 1948     MONUMENTED       CGS
 MK0021  HISTORY     - 1948     GOOD             NGS
 MK0021  HISTORY     - 19890807 GOOD             NGS
 MK0021
 MK0021                          STATION DESCRIPTION
 MK0021
 MK0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0021'2.8 MI S FROM MONDAMIN.
 MK0021'2.8 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 MK0021'THE STATION AT MONDAMIN, 3.65 MILES NORTH ALONG THE CHICAGO
 MK0021'AND NORTH WESTERN RAILROAD FROM THE STATION AT MODALE, 104.5
 MK0021'FEET EAST OF THE EAST RAIL, 56.0 FEET EAST OF A FENCE CORNER,
 MK0021'22.0 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK0021'1.2 FEET NORTH OF A FENCE, 1.6 FEET EAST OF A WITNESS POST, SET
 MK0021'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 MK0021'THE GROUND.
 MK0021
 MK0021                          STATION RECOVERY (1948)
 MK0021
 MK0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MK0021'RECOVERED IN GOOD CONDITION.
 MK0021
 MK0021                          STATION RECOVERY (1989)
 MK0021
 MK0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0021'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.7 KM
 MK0021'(2.90 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 MK0021'ITS JUNCTION WITH STATE HIGHWAY 127 IN MONDANIM, 31.8 M (104.3 FT)
 MK0021'EAST OF THE NEAR RAIL, 6.7 M (22.0 FT) SOUTH OF THE CENTER OF A
 MK0021'GRAVELED ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M
 MK0021'(1.0 FT) NORTH OF A WITNESS POST, AND IN A CONCRETE MONUMENT THAT IS
 MK0021'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0999 ***********************************************************************
 MJ0999  DESIGNATION -  R 137
 MJ0999  PID         -  MJ0999
 MJ0999  STATE/COUNTY-  IA/HARRISON
 MJ0999  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0999
 MJ0999                         *CURRENT SURVEY CONTROL
 MJ0999  ___________________________________________________________________
 MJ0999* NAD 83(1986)-  41 32 05.     (N)    095 59 36.     (W)     SCALED    
 MJ0999* NAVD 88     -       303.360  (meters)     995.27   (feet)  ADJUSTED  
 MJ0999  ___________________________________________________________________
 MJ0999  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 MJ0999  DYNAMIC HT  -         303.221 (meters)     994.82  (feet)  COMP
 MJ0999  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 MJ0999
 MJ0999  VERT ORDER  -  SECOND    CLASS 0
 MJ0999
 MJ0999.The horizontal coordinates were scaled from a topographic map and have
 MJ0999.an estimated accuracy of +/- 6 seconds.
 MJ0999
 MJ0999.The orthometric height was determined by differential leveling
 MJ0999.and adjusted by the National Geodetic Survey in June 1991..
 MJ0999
 MJ0999.The geoid height was determined by GEOID03.
 MJ0999
 MJ0999.The dynamic height is computed by dividing the NAVD 88
 MJ0999.geopotential number by the normal gravity value computed on the
 MJ0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0999.degrees latitude (g = 980.6199 gals.).
 MJ0999
 MJ0999.The modeled gravity was interpolated from observed gravity values.
 MJ0999
 MJ0999;                    North         East    Units  Estimated Accuracy
 MJ0999;SPC IA S     -   173,410.      291,960.      MT  (+/- 180 meters Scaled)
 MJ0999
 MJ0999                          SUPERSEDED SURVEY CONTROL
 MJ0999
 MJ0999  NGVD 29 (??/??/92)  303.218  (m)          994.81   (f) ADJ UNCH    2 0
 MJ0999
 MJ0999.Superseded values are not recommended for survey control.
 MJ0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0999.See file dsdata.txt to determine how the superseded data were derived.
 MJ0999
 MJ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG502024(NAD 83)
 MJ0999_MARKER: DB = BENCH MARK DISK
 MJ0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0999_STAMPING: R 137 1948
 MJ0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0999+STABILITY: SURFACE MOTION
 MJ0999
 MJ0999  HISTORY     - Date     Condition        Report By
 MJ0999  HISTORY     - 1948     MONUMENTED       CGS
 MJ0999
 MJ0999                          STATION DESCRIPTION
 MJ0999
 MJ0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0999'1.6 MI S FROM CALIFORNIA JUNCTION.
 MJ0999'0.5 MILE SOUTH ALONG STATE HIGHWAY 300 FROM THE CHICAGO AND NORTH
 MJ0999'WESTERN RAILROAD STATION AT CALIFORNIA JUNCTION, THENCE 1.1
 MJ0999'MILES SOUTH ALONG A DIRT ROAD, AT THE SOUTHWEST CORNER OF A
 MJ0999'CULTIVATED FIELD, AT A POINT WHERE A FIELD ROAD JOINS THE ROAD ON
 MJ0999'TOP OF A DIKE, 127.0 FEET EAST OF A 14 INCH COTTONWOOD TREE WITH
 MJ0999'A TRIANGULAR BLAZE ON THE EAST SIDE, 117.4 FEET NORTH OF AND
 MJ0999'117.0 FEET EAST OF A 14 INCH COTTONWOOD TREE WITH A TRIANGULAR
 MJ0999'BLAZE ON THE NORTHEAST SIDE, 98.0 FEET EAST OF THE CENTER LINE
 MJ0999'OF THE ROAD ON TOP OF THE DIKE, 12.0 FEET NORTH OF THE
 MJ0999'CENTER LINE OF THE FIELD ROAD, 1.0 FOOT SOUTH OF A WITNESS POST,
 MJ0999'SET IN THE TOP OF A CONCRETE POST WHICH IS 1.0 FOOT BELOW THE
 MJ0999'TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0716 ***********************************************************************
 MJ0716  DESIGNATION -  R 138
 MJ0716  PID         -  MJ0716
 MJ0716  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0716  USGS QUAD   -  LOVELAND (1994)
 MJ0716
 MJ0716                         *CURRENT SURVEY CONTROL
 MJ0716  ___________________________________________________________________
 MJ0716* NAD 83(1986)-  41 26 55.     (N)    095 53 56.     (W)     SCALED    
 MJ0716* NAVD 88     -       302.118  (meters)     991.20   (feet)  ADJUSTED  
 MJ0716  ___________________________________________________________________
 MJ0716  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 MJ0716  DYNAMIC HT  -         301.979 (meters)     990.74  (feet)  COMP
 MJ0716  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 MJ0716
 MJ0716  VERT ORDER  -  SECOND    CLASS 0
 MJ0716
 MJ0716.The horizontal coordinates were scaled from a topographic map and have
 MJ0716.an estimated accuracy of +/- 6 seconds.
 MJ0716
 MJ0716.The orthometric height was determined by differential leveling
 MJ0716.and adjusted by the National Geodetic Survey in June 1991..
 MJ0716
 MJ0716.The geoid height was determined by GEOID03.
 MJ0716
 MJ0716.The dynamic height is computed by dividing the NAVD 88
 MJ0716.geopotential number by the normal gravity value computed on the
 MJ0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0716.degrees latitude (g = 980.6199 gals.).
 MJ0716
 MJ0716.The modeled gravity was interpolated from observed gravity values.
 MJ0716
 MJ0716;                    North         East    Units  Estimated Accuracy
 MJ0716;SPC IA S     -   163,630.      299,580.      MT  (+/- 180 meters Scaled)
 MJ0716
 MJ0716                          SUPERSEDED SURVEY CONTROL
 MJ0716
 MJ0716  NGVD 29 (??/??/92)  301.980  (m)          990.75   (f) ADJ UNCH    2 0
 MJ0716
 MJ0716.Superseded values are not recommended for survey control.
 MJ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0716.See file dsdata.txt to determine how the superseded data were derived.
 MJ0716
 MJ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF578926(NAD 83)
 MJ0716_MARKER: DB = BENCH MARK DISK
 MJ0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0716_STAMPING: R 138 1948
 MJ0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0716+STABILITY: SURFACE MOTION
 MJ0716
 MJ0716  HISTORY     - Date     Condition        Report By
 MJ0716  HISTORY     - 1948     MONUMENTED       CGS
 MJ0716
 MJ0716                          STATION DESCRIPTION
 MJ0716
 MJ0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0716'7.5 MI S FROM LOVELAND.
 MJ0716'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0716'LOVELAND, THENCE 2.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.5
 MJ0716'MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 MJ0716'DIRT ROAD, THENCE 0.9 MILE SOUTHEAST ALONG A DIRT ROAD, THENCE
 MJ0716'1.2 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE EAST ALONG A
 MJ0716'DIRT ROAD, AT A T ROAD, 113.3 FEET WEST OF THE WEST RAIL OF THE
 MJ0716'ILLINOIS CENTRAL RAILROAD TRACK, 20.0 FEET NORTH OF THE CENTER
 MJ0716'LINE OF THE EAST-WEST ROAD, 6.0 FEET EAST OF A POINT ON THE
 MJ0716'PROJECTED CENTER LINE OF THE NORTH-SOUTH ROAD, 1.3 FEET SOUTH OF
 MJ0716'A FENCE, 1.8 FEET EAST OF A REFERENCE POST, SET IN TOP OF A
 MJ0716'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0625 ***********************************************************************
 MJ0625  DESIGNATION -  R 139
 MJ0625  PID         -  MJ0625
 MJ0625  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0625  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0625
 MJ0625                         *CURRENT SURVEY CONTROL
 MJ0625  ___________________________________________________________________
 MJ0625* NAD 83(1986)-  41 18 46.     (N)    095 52 13.     (W)     SCALED    
 MJ0625* NAVD 88     -       302.714  (meters)     993.15   (feet)  ADJUSTED  
 MJ0625  ___________________________________________________________________
 MJ0625  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 MJ0625  DYNAMIC HT  -         302.587 (meters)     992.74  (feet)  COMP
 MJ0625  MODELED GRAV-     980,194.1   (mgal)                       NAVD 88
 MJ0625
 MJ0625  VERT ORDER  -  FIRST     CLASS II
 MJ0625
 MJ0625.The horizontal coordinates were scaled from a topographic map and have
 MJ0625.an estimated accuracy of +/- 6 seconds.
 MJ0625
 MJ0625.The orthometric height was determined by differential leveling
 MJ0625.and adjusted by the National Geodetic Survey in June 1991..
 MJ0625
 MJ0625.The geoid height was determined by GEOID03.
 MJ0625
 MJ0625.The dynamic height is computed by dividing the NAVD 88
 MJ0625.geopotential number by the normal gravity value computed on the
 MJ0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0625.degrees latitude (g = 980.6199 gals.).
 MJ0625
 MJ0625.The modeled gravity was interpolated from observed gravity values.
 MJ0625
 MJ0625;                    North         East    Units  Estimated Accuracy
 MJ0625;SPC IA S     -   148,490.      301,560.      MT  (+/- 180 meters Scaled)
 MJ0625
 MJ0625                          SUPERSEDED SURVEY CONTROL
 MJ0625
 MJ0625  NGVD 29 (??/??/92)  302.593  (m)          992.76   (f) ADJ UNCH    1 2
 MJ0625
 MJ0625.Superseded values are not recommended for survey control.
 MJ0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0625.See file dsdata.txt to determine how the superseded data were derived.
 MJ0625
 MJ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF597774(NAD 83)
 MJ0625_MARKER: DB = BENCH MARK DISK
 MJ0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0625_STAMPING: R 139 1948
 MJ0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0625+STABILITY: SURFACE MOTION
 MJ0625
 MJ0625  HISTORY     - Date     Condition        Report By
 MJ0625  HISTORY     - 1948     MONUMENTED       CGS
 MJ0625  HISTORY     - 1949     MARK NOT FOUND   NGS
 MJ0625  HISTORY     - 19890801 MARK NOT FOUND   NGS
 MJ0625
 MJ0625                          STATION DESCRIPTION
 MJ0625
 MJ0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0625'3.2 MI S FROM CRESCENT.
 MJ0625'3.2 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0625'FROM THE STATION SIGN AT CRESCENT, 3.7 MILES NORTH ALONG THE
 MJ0625'CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION AT COUNCIL
 MJ0625'BLUFFS, AT A ROAD CROSSING, BETWEEN TWO TELEPHONE POLES SET
 MJ0625'SIDE BY SIDE AND SUPPORTING ONE CROSS ARM, 78.0 FEET NORTH OF
 MJ0625'THE CENTER LINE OF THE ROAD, 85.0 FEET EAST OF THE THIRD POLE
 MJ0625'SOUTHEAST OF MILEPOST NO. 347, 20.3 FEET NORTHEAST OF THE
 MJ0625'NORTHEAST RAIL OF THE NORTHEAST TRACK, 11.7 FEET NORTHEAST OF
 MJ0625'TELEPHONE BOX NO. 384, 1.5 FEET SOUTHEAST OF A REFERENCE POST,
 MJ0625'SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MJ0625'GROUND.
 MJ0625
 MJ0625                          STATION RECOVERY (1949)
 MJ0625
 MJ0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 MJ0625'MARK NOT FOUND.
 MJ0625
 MJ0625                          STATION RECOVERY (1989)
 MJ0625
 MJ0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0492 ***********************************************************************
 NM0492  DESIGNATION -  R 140
 NM0492  PID         -  NM0492
 NM0492  STATE/COUNTY-  IA/MONONA
 NM0492  USGS QUAD   -  ALBATON (1969)
 NM0492
 NM0492                         *CURRENT SURVEY CONTROL
 NM0492  ___________________________________________________________________
 NM0492* NAD 83(1986)-  42 10 16.     (N)    096 20 38.     (W)     SCALED    
 NM0492* NAVD 88     -       323.926  (meters)    1062.75   (feet)  ADJUSTED  
 NM0492  ___________________________________________________________________
 NM0492  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 NM0492  DYNAMIC HT  -         323.816 (meters)    1062.39  (feet)  COMP
 NM0492  MODELED GRAV-     980,271.4   (mgal)                       NAVD 88
 NM0492
 NM0492  VERT ORDER  -  SECOND    CLASS 0
 NM0492
 NM0492.The horizontal coordinates were scaled from a topographic map and have
 NM0492.an estimated accuracy of +/- 6 seconds.
 NM0492
 NM0492.The orthometric height was determined by differential leveling
 NM0492.and adjusted by the National Geodetic Survey in June 1991..
 NM0492
 NM0492.The geoid height was determined by GEOID03.
 NM0492
 NM0492.The dynamic height is computed by dividing the NAVD 88
 NM0492.geopotential number by the normal gravity value computed on the
 NM0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0492.degrees latitude (g = 980.6199 gals.).
 NM0492
 NM0492.The modeled gravity was interpolated from observed gravity values.
 NM0492
 NM0492;                    North         East    Units  Estimated Accuracy
 NM0492;SPC IA N     - 1,078,500.    1,265,060.      MT  (+/- 180 meters Scaled)
 NM0492
 NM0492                          SUPERSEDED SURVEY CONTROL
 NM0492
 NM0492  NGVD 29 (??/??/92)  323.779  (m)         1062.26   (f) ADJ UNCH    2 0
 NM0492
 NM0492.Superseded values are not recommended for survey control.
 NM0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0492.See file dsdata.txt to determine how the superseded data were derived.
 NM0492
 NM0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM193721(NAD 83)
 NM0492_MARKER: DB = BENCH MARK DISK
 NM0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0492_STAMPING: R 140 1948
 NM0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0492+STABILITY: SURFACE MOTION
 NM0492
 NM0492  HISTORY     - Date     Condition        Report By
 NM0492  HISTORY     - 1948     MONUMENTED       CGS
 NM0492  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0492
 NM0492                          STATION DESCRIPTION
 NM0492
 NM0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0492'4 MI SW FROM ALBATON.
 NM0492'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0492'AT ALBATON, THENCE 2.0 MILES WEST ALONG A DIRT ROAD, THENCE 1.0
 NM0492'MILE SOUTH ALONG A DIRT ROAD, THENCE 0.9 MILE WEST ALONG A DIRT
 NM0492'AND WOODS ROAD, ABOUT 0.15 MILE NORTHWEST ALONG A WOODS ROAD FROM
 NM0492'THE MISSOURI RIVER, BETWEEN TWO COTTONWOOD TREES, 20.0 FEET SOUTH
 NM0492'OF THE CENTER LINE OF THE WOODS ROAD, 24.8 FEET NORTH-NORTHEAST OF A
 NM0492'NAIL DRIVEN IN THE CENTER OF A TRIANGULAR BLAZE CUT ON THE NORTHWEST
 NM0492'SIDE OF A TWIN 40-INCH COTTONWOOD TREE, 7.5 FEET SOUTH OF A
 NM0492'NAIL DRIVEN IN THE CENTER OF A TRIANGULAR BLAZE CUT ON THE WEST SIDE
 NM0492'OF A 24-INCH COTTONWOOD TREE, 1.8 FEET WEST OF A REFERENCE POST,
 NM0492'SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 NM0492'GROUND.  NOTE-- THE DISTANCES GIVEN ABOVE FROM THE NAILS IN THE
 NM0492'TRIANGLES ARE SLOPING DISTANCES FROM THE HEAD OF THE NAIL TO THE
 NM0492'TOP AND CENTER OF THE BENCH MARK DISK.
 NM0492
 NM0492                          STATION RECOVERY (1969)
 NM0492
 NM0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0308 ***********************************************************************
 NM0308  DESIGNATION -  R 141
 NM0308  PID         -  NM0308
 NM0308  STATE/COUNTY-  IA/MONONA
 NM0308  USGS QUAD   -  ONAWA SW (1969)
 NM0308
 NM0308                         *CURRENT SURVEY CONTROL
 NM0308  ___________________________________________________________________
 NM0308* NAD 83(1986)-  42 05 52.     (N)    096 09 17.     (W)     SCALED    
 NM0308* NAVD 88     -       321.940  (meters)    1056.23   (feet)  ADJUSTED  
 NM0308  ___________________________________________________________________
 NM0308  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 NM0308  DYNAMIC HT  -         321.827 (meters)    1055.86  (feet)  COMP
 NM0308  MODELED GRAV-     980,261.8   (mgal)                       NAVD 88
 NM0308
 NM0308  VERT ORDER  -  SECOND    CLASS 0
 NM0308
 NM0308.The horizontal coordinates were scaled from a topographic map and have
 NM0308.an estimated accuracy of +/- 6 seconds.
 NM0308
 NM0308.The orthometric height was determined by differential leveling
 NM0308.and adjusted by the National Geodetic Survey in June 1991..
 NM0308
 NM0308.The geoid height was determined by GEOID03.
 NM0308
 NM0308.The dynamic height is computed by dividing the NAVD 88
 NM0308.geopotential number by the normal gravity value computed on the
 NM0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0308.degrees latitude (g = 980.6199 gals.).
 NM0308
 NM0308.The modeled gravity was interpolated from observed gravity values.
 NM0308
 NM0308;                    North         East    Units  Estimated Accuracy
 NM0308;SPC IA N     - 1,069,850.    1,280,430.      MT  (+/- 180 meters Scaled)
 NM0308
 NM0308                          SUPERSEDED SURVEY CONTROL
 NM0308
 NM0308  NGVD 29 (??/??/92)  321.803  (m)         1055.78   (f) ADJ UNCH    2 0
 NM0308
 NM0308.Superseded values are not recommended for survey control.
 NM0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0308.See file dsdata.txt to determine how the superseded data were derived.
 NM0308
 NM0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM352645(NAD 83)
 NM0308_MARKER: DB = BENCH MARK DISK
 NM0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0308_STAMPING: R 141 1948
 NM0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0308+STABILITY: SURFACE MOTION
 NM0308
 NM0308  HISTORY     - Date     Condition        Report By
 NM0308  HISTORY     - 1948     MONUMENTED       CGS
 NM0308
 NM0308                          STATION DESCRIPTION
 NM0308
 NM0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0308'3.7 MI SE FROM WHITING.
 NM0308'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0308'FROM THE STATION AT WHITING, THENCE 1.3 MILES WEST ALONG A DIRT
 NM0308'ROAD, AT A T ROAD LEADING NORTH, 33.0 FEET SOUTH OF THE CENTER
 NM0308'LINE OF THE EAST-WEST ROAD, 21.0 FEET EAST OF THE CENTER LINE OF
 NM0308'A PRIVATE ROAD LEADING SOUTH TO AN ABANDONED FARMHOUSE, 10.4
 NM0308'FEET EAST OF A 12-INCH WALNUT TREE, 2.8 FEET SOUTH OF A FENCE,
 NM0308'2.0 FEET WEST OF A REFERENCE POST, SET IN TOP OF A CONCRETE
 NM0308'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0243 ***********************************************************************
 NM0243  DESIGNATION -  R 142
 NM0243  PID         -  NM0243
 NM0243  STATE/COUNTY-  IA/WOODBURY
 NM0243  USGS QUAD   -  SALIX (1976)
 NM0243
 NM0243                         *CURRENT SURVEY CONTROL
 NM0243  ___________________________________________________________________
 NM0243* NAD 83(1986)-  42 18 45.     (N)    096 22 05.     (W)     SCALED    
 NM0243* NAVD 88     -       330.099  (meters)    1083.00   (feet)  ADJUSTED  
 NM0243  ___________________________________________________________________
 NM0243  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 NM0243  DYNAMIC HT  -         329.992 (meters)    1082.65  (feet)  COMP
 NM0243  MODELED GRAV-     980,288.9   (mgal)                       NAVD 88
 NM0243
 NM0243  VERT ORDER  -  SECOND    CLASS 0
 NM0243
 NM0243.The horizontal coordinates were scaled from a topographic map and have
 NM0243.an estimated accuracy of +/- 6 seconds.
 NM0243
 NM0243.The orthometric height was determined by differential leveling
 NM0243.and adjusted by the National Geodetic Survey in June 1991..
 NM0243
 NM0243.The geoid height was determined by GEOID03.
 NM0243
 NM0243.The dynamic height is computed by dividing the NAVD 88
 NM0243.geopotential number by the normal gravity value computed on the
 NM0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0243.degrees latitude (g = 980.6199 gals.).
 NM0243
 NM0243.The modeled gravity was interpolated from observed gravity values.
 NM0243
 NM0243;                    North         East    Units  Estimated Accuracy
 NM0243;SPC IA N     - 1,094,260.    1,263,600.      MT  (+/- 180 meters Scaled)
 NM0243
 NM0243                          SUPERSEDED SURVEY CONTROL
 NM0243
 NM0243  NGVD 29 (??/??/92)  329.944  (m)         1082.49   (f) ADJ UNCH    2 0
 NM0243
 NM0243.Superseded values are not recommended for survey control.
 NM0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0243.See file dsdata.txt to determine how the superseded data were derived.
 NM0243
 NM0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM169878(NAD 83)
 NM0243_MARKER: DB = BENCH MARK DISK
 NM0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0243_STAMPING: R 142 1948
 NM0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0243+STABILITY: SURFACE MOTION
 NM0243
 NM0243  HISTORY     - Date     Condition        Report By
 NM0243  HISTORY     - 1948     MONUMENTED       CGS
 NM0243
 NM0243                          STATION DESCRIPTION
 NM0243
 NM0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0243'6.1 MI NW FROM SALIX.
 NM0243'0.6 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0243'FROM THE STATION AT SALIX, THENCE 3.5 MILES WEST ALONG A GRAVEL
 NM0243'ROAD, THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 0.5 MILE
 NM0243'WEST ALONG A GRAVEL ROAD, THENCE 0.5 MILE NORTH ALONG A GRAVEL
 NM0243'ROAD, THENCE 0.5 MILE WEST ALONG A DIRT ROAD, AT THE WEST END OF
 NM0243'AN EAST-WEST ROAD, 18.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 NM0243'33.4 FEET WEST OF A CORNER FENCE POST, 5.0 FEET WEST OF A 30-INCH
 NM0243'ELM TREE WHICH IS THE MOST NORTHEASTERLY TREE LOCATED SOUTH OF THE
 NM0243'ROAD AND WEST OF A NORTH-SOUTH FENCE, 1.7 FEET NORTH OF A REFERENCE
 NM0243'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 NM0243'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0274 ***********************************************************************
 NM0274  DESIGNATION -  R 143
 NM0274  PID         -  NM0274
 NM0274  STATE/COUNTY-  IA/MONONA
 NM0274  USGS QUAD   -  ALBATON (1969)
 NM0274
 NM0274                         *CURRENT SURVEY CONTROL
 NM0274  ___________________________________________________________________
 NM0274* NAD 83(1986)-  42 11 59.     (N)    096 20 33.     (W)     SCALED    
 NM0274* NAVD 88     -       324.349  (meters)    1064.13   (feet)  ADJUSTED  
 NM0274  ___________________________________________________________________
 NM0274  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 NM0274  DYNAMIC HT  -         324.240 (meters)    1063.78  (feet)  COMP
 NM0274  MODELED GRAV-     980,275.0   (mgal)                       NAVD 88
 NM0274
 NM0274  VERT ORDER  -  SECOND    CLASS 0
 NM0274
 NM0274.The horizontal coordinates were scaled from a topographic map and have
 NM0274.an estimated accuracy of +/- 6 seconds.
 NM0274
 NM0274.The orthometric height was determined by differential leveling
 NM0274.and adjusted by the National Geodetic Survey in June 1991..
 NM0274
 NM0274.The geoid height was determined by GEOID03.
 NM0274
 NM0274.The dynamic height is computed by dividing the NAVD 88
 NM0274.geopotential number by the normal gravity value computed on the
 NM0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0274.degrees latitude (g = 980.6199 gals.).
 NM0274
 NM0274.The modeled gravity was interpolated from observed gravity values.
 NM0274
 NM0274;                    North         East    Units  Estimated Accuracy
 NM0274;SPC IA N     - 1,081,670.    1,265,280.      MT  (+/- 180 meters Scaled)
 NM0274
 NM0274                          SUPERSEDED SURVEY CONTROL
 NM0274
 NM0274  NGVD 29 (??/??/92)  324.201  (m)         1063.65   (f) ADJ UNCH    2 0
 NM0274
 NM0274.Superseded values are not recommended for survey control.
 NM0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0274.See file dsdata.txt to determine how the superseded data were derived.
 NM0274
 NM0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM194753(NAD 83)
 NM0274_MARKER: DB = BENCH MARK DISK
 NM0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0274_STAMPING: R 143 1948
 NM0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0274+STABILITY: SURFACE MOTION
 NM0274
 NM0274  HISTORY     - Date     Condition        Report By
 NM0274  HISTORY     - 1948     MONUMENTED       CGS
 NM0274  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0274
 NM0274                          STATION DESCRIPTION
 NM0274
 NM0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0274'3.8 MI NW FROM ALBATON.
 NM0274'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0274'AT ALBATON, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.0
 NM0274'MILE NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A DIRT
 NM0274'ROAD, THENCE 0.1 MILE NORTH ALONG A FIELD ROAD, THENCE 0.45 MILE
 NM0274'WEST ALONG A FIELD ROAD, THENCE 0.1 MILE SOUTH ALONG A FIELD
 NM0274'ROAD, THENCE 0.1 MILE WEST ALONG A FIELD ROAD, AT THE SOUTHEAST
 NM0274'END OF A WOODED AREA ON THE NORTH SIDE OF THE FIELD ROAD, 14.3
 NM0274'FEET WEST OF A CORNER FENCE POST, 12.0 FEET NORTH OF THE CENTER
 NM0274'LINE OF THE ROAD, 2.0 FEET SOUTH OF A FENCE, 1.9 FEET WEST OF A
 NM0274'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0274'0.5 FOOT ABOVE THE GROUND.
 NM0274
 NM0274                          STATION RECOVERY (1969)
 NM0274
 NM0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0193 ***********************************************************************
 MK0193  DESIGNATION -  R 144
 MK0193  PID         -  MK0193
 MK0193  STATE/COUNTY-  IA/MONONA
 MK0193  USGS QUAD   -  BLENCOE (1970)
 MK0193
 MK0193                         *CURRENT SURVEY CONTROL
 MK0193  ___________________________________________________________________
 MK0193* NAD 83(1986)-  41 55 25.     (N)    096 06 31.     (W)     SCALED    
 MK0193* NAVD 88     -       317.191  (meters)    1040.65   (feet)  ADJUSTED  
 MK0193  ___________________________________________________________________
 MK0193  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 MK0193  DYNAMIC HT  -         317.072 (meters)    1040.26  (feet)  COMP
 MK0193  MODELED GRAV-     980,240.2   (mgal)                       NAVD 88
 MK0193
 MK0193  VERT ORDER  -  SECOND    CLASS 0
 MK0193
 MK0193.The horizontal coordinates were scaled from a topographic map and have
 MK0193.an estimated accuracy of +/- 6 seconds.
 MK0193
 MK0193.The orthometric height was determined by differential leveling
 MK0193.and adjusted by the National Geodetic Survey in June 1991..
 MK0193
 MK0193.The geoid height was determined by GEOID03.
 MK0193
 MK0193.The dynamic height is computed by dividing the NAVD 88
 MK0193.geopotential number by the normal gravity value computed on the
 MK0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0193.degrees latitude (g = 980.6199 gals.).
 MK0193
 MK0193.The modeled gravity was interpolated from observed gravity values.
 MK0193
 MK0193;                    North         East    Units  Estimated Accuracy
 MK0193;SPC IA N     - 1,050,390.    1,283,640.      MT  (+/- 180 meters Scaled)
 MK0193
 MK0193                          SUPERSEDED SURVEY CONTROL
 MK0193
 MK0193  NGVD 29 (??/??/92)  317.051  (m)         1040.19   (f) ADJ UNCH    2 0
 MK0193
 MK0193.Superseded values are not recommended for survey control.
 MK0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0193.See file dsdata.txt to determine how the superseded data were derived.
 MK0193
 MK0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM397453(NAD 83)
 MK0193_MARKER: DB = BENCH MARK DISK
 MK0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0193_STAMPING: R 144 1948
 MK0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0193+STABILITY: SURFACE MOTION
 MK0193
 MK0193  HISTORY     - Date     Condition        Report By
 MK0193  HISTORY     - 1948     MONUMENTED       CGS
 MK0193  HISTORY     - 1974     GOOD             LOCSUR
 MK0193  HISTORY     - 1981     GOOD             LOCENG
 MK0193
 MK0193                          STATION DESCRIPTION
 MK0193
 MK0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0193'1 MI SW FROM BLENCOE.
 MK0193'0.5 MILE SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF
 MK0193'NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.0 MILE
 MK0193'WEST ALONG A DIRT ROAD, AT A T ROAD, IN LINE WITH THE EXTENDED
 MK0193'CENTER LINE OF THE ROAD LEADING EAST, 37.0 FEET WEST OF THE
 MK0193'CENTER LINE OF THE NORTH-SOUTH ROAD, 4.4 FEET NORTHWEST OF A
 MK0193'CORNER FENCE POST, 1.2 FEET NORTH OF A FENCE, 1.3 FEET EAST
 MK0193'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MK0193'0.4 FOOT ABOVE THE GROUND.
 MK0193
 MK0193                          STATION RECOVERY (1974)
 MK0193
 MK0193'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0193'RECOVERED IN GOOD CONDITION.
 MK0193
 MK0193                          STATION RECOVERY (1981)
 MK0193
 MK0193'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MK0193'1.0 MILE WEST ALONG A PAVED ROAD FROM THE INTERSECTION OF COUNTY ROAD
 MK0193'K-45 AND THE MAIN STREET AT BLENCOE, THENCE 0.5 MILES SOUTH ALONG A
 MK0193'GRAVEL ROAD, 37.0 WEST OF THE CENTERLINE OF THE NORTH SOUTH ROAD, 1.2
 MK0193'FEET NORTH OF A FENCE, 79.8 FEET NORTH OF A TELEPHONE PEDESTAL, 1.3
 MK0193'FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MK0193'PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0196 ***********************************************************************
 MK0196  DESIGNATION -  R 145
 MK0196  PID         -  MK0196
 MK0196  STATE/COUNTY-  IA/MONONA
 MK0196  USGS QUAD   -  BLENCOE (1970)
 MK0196
 MK0196                         *CURRENT SURVEY CONTROL
 MK0196  ___________________________________________________________________
 MK0196* NAD 83(1986)-  41 56 17.     (N)    096 06 29.     (W)     SCALED    
 MK0196* NAVD 88     -       317.326  (meters)    1041.09   (feet)  ADJUSTED  
 MK0196  ___________________________________________________________________
 MK0196  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 MK0196  DYNAMIC HT  -         317.208 (meters)    1040.71  (feet)  COMP
 MK0196  MODELED GRAV-     980,242.4   (mgal)                       NAVD 88
 MK0196
 MK0196  VERT ORDER  -  SECOND    CLASS 0
 MK0196
 MK0196.The horizontal coordinates were scaled from a topographic map and have
 MK0196.an estimated accuracy of +/- 6 seconds.
 MK0196
 MK0196.The orthometric height was determined by differential leveling
 MK0196.and adjusted by the National Geodetic Survey in June 1991..
 MK0196
 MK0196.The geoid height was determined by GEOID03.
 MK0196
 MK0196.The dynamic height is computed by dividing the NAVD 88
 MK0196.geopotential number by the normal gravity value computed on the
 MK0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0196.degrees latitude (g = 980.6199 gals.).
 MK0196
 MK0196.The modeled gravity was interpolated from observed gravity values.
 MK0196
 MK0196;                    North         East    Units  Estimated Accuracy
 MK0196;SPC IA N     - 1,051,990.    1,283,740.      MT  (+/- 180 meters Scaled)
 MK0196
 MK0196                          SUPERSEDED SURVEY CONTROL
 MK0196
 MK0196  NGVD 29 (??/??/92)  317.189  (m)         1040.64   (f) ADJ UNCH    2 0
 MK0196
 MK0196.Superseded values are not recommended for survey control.
 MK0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0196.See file dsdata.txt to determine how the superseded data were derived.
 MK0196
 MK0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM397469(NAD 83)
 MK0196_MARKER: DB = BENCH MARK DISK
 MK0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0196_STAMPING: R 145 1948
 MK0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0196+STABILITY: SURFACE MOTION
 MK0196
 MK0196  HISTORY     - Date     Condition        Report By
 MK0196  HISTORY     - 1948     MONUMENTED       CGS
 MK0196  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0196
 MK0196                          STATION DESCRIPTION
 MK0196
 MK0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0196'2.5 MI NW FROM BLENCOE.
 MK0196'0.5 MILE SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION
 MK0196'OF NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.0 MILE
 MK0196'WEST ALONG A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT
 MK0196'ROAD, AT A T ROAD, 128.0 FEET SOUTH OF THE CENTER LNE OF THE
 MK0196'ROAD LEADING EAST, 29.0 FEET EAST OF THE CENTER LINE OF THE
 MK0196'NORTH-SOUTH ROAD, 2.6 FEET WEST OF A FENCE, 1.5 FEET NORTH
 MK0196'OF A REFERENCE POST, IN LINE WITH A ROW OF WALNUT TREES, 0.5
 MK0196'MILE WEST OF BENCH MARK T 144 1948, SET IN THE TOP OF A
 MK0196'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MK0196
 MK0196                          STATION RECOVERY (1974)
 MK0196
 MK0196'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0397 ***********************************************************************
 MJ0397  DESIGNATION -  R 146
 MJ0397  PID         -  MJ0397
 MJ0397  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0397  USGS QUAD   -  AVOCA (1994)
 MJ0397
 MJ0397                         *CURRENT SURVEY CONTROL
 MJ0397  ___________________________________________________________________
 MJ0397* NAD 83(1986)-  41 28 30.     (N)    095 20 31.     (W)     SCALED    
 MJ0397* NAVD 88     -       346.863  (meters)    1138.00   (feet)  ADJUSTED  
 MJ0397  ___________________________________________________________________
 MJ0397  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 MJ0397  DYNAMIC HT  -         346.721 (meters)    1137.53  (feet)  COMP
 MJ0397  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 MJ0397
 MJ0397  VERT ORDER  -  FIRST     CLASS II
 MJ0397
 MJ0397.The horizontal coordinates were scaled from a topographic map and have
 MJ0397.an estimated accuracy of +/- 6 seconds.
 MJ0397
 MJ0397.The orthometric height was determined by differential leveling
 MJ0397.and adjusted by the National Geodetic Survey in June 1991..
 MJ0397
 MJ0397.The geoid height was determined by GEOID03.
 MJ0397
 MJ0397.The dynamic height is computed by dividing the NAVD 88
 MJ0397.geopotential number by the normal gravity value computed on the
 MJ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0397.degrees latitude (g = 980.6199 gals.).
 MJ0397
 MJ0397.The modeled gravity was interpolated from observed gravity values.
 MJ0397
 MJ0397;                    North         East    Units  Estimated Accuracy
 MJ0397;SPC IA S     -   165,430.      346,160.      MT  (+/- 180 meters Scaled)
 MJ0397
 MJ0397                          SUPERSEDED SURVEY CONTROL
 MJ0397
 MJ0397  NGVD 29 (??/??/92)  346.766  (m)         1137.68   (f) ADJ UNCH    1 2
 MJ0397
 MJ0397.Superseded values are not recommended for survey control.
 MJ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0397.See file dsdata.txt to determine how the superseded data were derived.
 MJ0397
 MJ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF044941(NAD 83)
 MJ0397_MARKER: DB = BENCH MARK DISK
 MJ0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0397_SP_SET: CONCRETE POST
 MJ0397_STAMPING: R 146 1949
 MJ0397_MARK LOGO: CGS   
 MJ0397_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0397+STABILITY: SURFACE MOTION
 MJ0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0397+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2004
 MJ0397
 MJ0397  HISTORY     - Date     Condition        Report By
 MJ0397  HISTORY     - 1949     MONUMENTED       CGS
 MJ0397  HISTORY     - 19910824 GOOD             LOCENG
 MJ0397  HISTORY     - 20020308 GOOD             JCLS
 MJ0397  HISTORY     - 20020315 GOOD             JCLS
 MJ0397  HISTORY     - 20040402 GOOD             JCLS
 MJ0397
 MJ0397                          STATION DESCRIPTION
 MJ0397
 MJ0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0397'AT AVOCA.
 MJ0397'AT AVOCA, ABOUT 0.2 MILE WEST ALONG THE CHICAGO, ROCK ISLAND
 MJ0397'AND PACIFIC RAILWAY FROM THE STATION, AT A ROAD CROSSING, 148.0
 MJ0397'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 52.0 FEET
 MJ0397'EAST OF THE CENTER LINE OF PINE STREET, 59.4 FEET SOUTHWEST
 MJ0397'OF THE SOUTHWEST CORNER OF A SECTION HOUSE, 65.0 FEET SOUTHEAST
 MJ0397'OF A CROSSING SIGN POST, 1.1 FEET NORTH OF A FENCE, 1.2 FEET
 MJ0397'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MJ0397'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MJ0397
 MJ0397                          STATION RECOVERY (1991)
 MJ0397
 MJ0397'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 MJ0397'RECOVERED IN GOOD CONDITION.  NOTE--MONUMENT IS APPROXIMATELY 0.5 FOOT
 MJ0397'(15.2 CM) ABOVE GROUND, ALL REFERENCE TIES TO RAILROAD NO LONGER
 MJ0397'APPLY.
 MJ0397
 MJ0397                          STATION RECOVERY (2002)
 MJ0397
 MJ0397'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 MJ0397'DESCRIPTION IS ADEQUATE
 MJ0397
 MJ0397                          STATION RECOVERY (2002)
 MJ0397
 MJ0397'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MJ0397'RECOVERED IN GOOD CONDITION.
 MJ0397
 MJ0397                          STATION RECOVERY (2004)
 MJ0397
 MJ0397'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 MJ0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0310 ***********************************************************************
 LF0310  DESIGNATION -  R 147
 LF0310  PID         -  LF0310
 LF0310  STATE/COUNTY-  IA/MILLS
 LF0310  USGS QUAD   -  IMOGENE (1978)
 LF0310
 LF0310                         *CURRENT SURVEY CONTROL
 LF0310  ___________________________________________________________________
 LF0310* NAD 83(1986)-  40 57 21.     (N)    095 29 57.     (W)     SCALED    
 LF0310* NAVD 88     -       349.427  (meters)    1146.41   (feet)  ADJUSTED  
 LF0310  ___________________________________________________________________
 LF0310  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 LF0310  DYNAMIC HT  -         349.262 (meters)    1145.87  (feet)  COMP
 LF0310  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 LF0310
 LF0310  VERT ORDER  -  SECOND    CLASS 0
 LF0310
 LF0310.The horizontal coordinates were scaled from a topographic map and have
 LF0310.an estimated accuracy of +/- 6 seconds.
 LF0310
 LF0310.The orthometric height was determined by differential leveling
 LF0310.and adjusted by the National Geodetic Survey in June 1991..
 LF0310
 LF0310.The geoid height was determined by GEOID03.
 LF0310
 LF0310.The dynamic height is computed by dividing the NAVD 88
 LF0310.geopotential number by the normal gravity value computed on the
 LF0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0310.degrees latitude (g = 980.6199 gals.).
 LF0310
 LF0310.The modeled gravity was interpolated from observed gravity values.
 LF0310
 LF0310;                    North         East    Units  Estimated Accuracy
 LF0310;SPC IA S     -   108,080.      331,710.      MT  (+/- 180 meters Scaled)
 LF0310
 LF0310                          SUPERSEDED SURVEY CONTROL
 LF0310
 LF0310  NGVD 29 (??/??/92)  349.336  (m)         1146.11   (f) ADJ UNCH    2 0
 LF0310
 LF0310.Superseded values are not recommended for survey control.
 LF0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0310.See file dsdata.txt to determine how the superseded data were derived.
 LF0310
 LF0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF896368(NAD 83)
 LF0310_MARKER: DB = BENCH MARK DISK
 LF0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0310_STAMPING: R 147 1949
 LF0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0310+STABILITY: SURFACE MOTION
 LF0310
 LF0310  HISTORY     - Date     Condition        Report By
 LF0310  HISTORY     - 1949     MONUMENTED       CGS
 LF0310  HISTORY     - 1955     MARK NOT FOUND   USGS
 LF0310  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0310
 LF0310                          STATION DESCRIPTION
 LF0310
 LF0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0310'0.8 MI N FROM STRAHAN.
 LF0310'0.8 MILE NORTH ALONG COUNTY ROAD U FROM THE STRAHAN CONSOLIDATED
 LF0310'SCHOOL AT STRAHAN, AT A T-JUNCTION OF THE COUNTY ROAD AND A
 LF0310'DIRT ROAD LEADING EAST, 113.0 FEET SOUTH OF THE CENTER LINE OF
 LF0310'THE SIDE ROAD, 25.0 FEET EAST OF THE CENTER LINE OF THE MAIN
 LF0310'ROAD, IN LINE WITH A ROW OF TELEPHONE POLES, 1.0 FOOT WEST OF
 LF0310'THE EAST RIGHT-OF-WAY FENCE, 1.4 FEET NORTH OF A REFERENCE
 LF0310'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 LF0310'ABOVE THE GROUND.
 LF0310
 LF0310                          STATION RECOVERY (1955)
 LF0310
 LF0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LF0310'MARK NOT FOUND.
 LF0310
 LF0310                          STATION RECOVERY (1976)
 LF0310
 LF0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0517 ***********************************************************************
 MJ0517  DESIGNATION -  R 148
 MJ0517  PID         -  MJ0517
 MJ0517  STATE/COUNTY-  IA/MONTGOMERY
 MJ0517  USGS QUAD   -  GRISWOLD (1978)
 MJ0517
 MJ0517                         *CURRENT SURVEY CONTROL
 MJ0517  ___________________________________________________________________
 MJ0517* NAD 83(1986)-  41 08 43.     (N)    095 13 57.     (W)     SCALED    
 MJ0517* NAVD 88     -       338.873  (meters)    1111.79   (feet)  ADJUSTED  
 MJ0517  ___________________________________________________________________
 MJ0517  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 MJ0517  DYNAMIC HT  -         338.730 (meters)    1111.32  (feet)  COMP
 MJ0517  MODELED GRAV-     980,194.5   (mgal)                       NAVD 88
 MJ0517
 MJ0517  VERT ORDER  -  SECOND    CLASS 0
 MJ0517
 MJ0517.The horizontal coordinates were scaled from a topographic map and have
 MJ0517.an estimated accuracy of +/- 6 seconds.
 MJ0517
 MJ0517.The orthometric height was determined by differential leveling
 MJ0517.and adjusted by the National Geodetic Survey in June 1991..
 MJ0517
 MJ0517.The geoid height was determined by GEOID03.
 MJ0517
 MJ0517.The dynamic height is computed by dividing the NAVD 88
 MJ0517.geopotential number by the normal gravity value computed on the
 MJ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0517.degrees latitude (g = 980.6199 gals.).
 MJ0517
 MJ0517.The modeled gravity was interpolated from observed gravity values.
 MJ0517
 MJ0517;                    North         East    Units  Estimated Accuracy
 MJ0517;SPC IA S     -   128,630.      354,570.      MT  (+/- 180 meters Scaled)
 MJ0517
 MJ0517                          SUPERSEDED SURVEY CONTROL
 MJ0517
 MJ0517  NGVD 29 (??/??/92)  338.795  (m)         1111.53   (f) ADJ UNCH    2 0
 MJ0517
 MJ0517.Superseded values are not recommended for survey control.
 MJ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0517.See file dsdata.txt to determine how the superseded data were derived.
 MJ0517
 MJ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF126572(NAD 83)
 MJ0517_MARKER: DB = BENCH MARK DISK
 MJ0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0517_SP_SET: BRIDGE
 MJ0517_STAMPING: R 148 1949
 MJ0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0517
 MJ0517  HISTORY     - Date     Condition        Report By
 MJ0517  HISTORY     - 1949     MONUMENTED       CGS
 MJ0517
 MJ0517                          STATION DESCRIPTION
 MJ0517
 MJ0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0517'4 MI SW FROM ELLIOTT.
 MJ0517'0.3 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ELLIOTT,
 MJ0517'THENCE 3.7 MILES WEST ALONG STATE HIGHWAY NO. 48, ABOUT 350.0
 MJ0517'FEET NORTHWEST OF THE HIGHWAY, SET IN THE SOUTH END OF THE
 MJ0517'EAST ABUTMENT OF A STEEL AND CONCRETE BRIDGE, 86.0 FEET EAST OF
 MJ0517'THE CENTER LINE OF COUNTY ROAD B LEADING NORTH, 13.0 FEET SOUTH
 MJ0517'OF THE CENTER LINE OF COUNTY ROAD A, LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0495 ***********************************************************************
 MJ0495  DESIGNATION -  R 149
 MJ0495  PID         -  MJ0495
 MJ0495  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0495  USGS QUAD   -  OAKLAND (1963)
 MJ0495
 MJ0495                         *CURRENT SURVEY CONTROL
 MJ0495  ___________________________________________________________________
 MJ0495* NAD 83(1986)-  41 17 41.     (N)    095 24 12.     (W)     SCALED    
 MJ0495* NAVD 88     -       333.246  (meters)    1093.32   (feet)  ADJUSTED  
 MJ0495  ___________________________________________________________________
 MJ0495  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 MJ0495  DYNAMIC HT  -         333.114 (meters)    1092.89  (feet)  COMP
 MJ0495  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 MJ0495
 MJ0495  VERT ORDER  -  SECOND    CLASS 0
 MJ0495
 MJ0495.The horizontal coordinates were scaled from a topographic map and have
 MJ0495.an estimated accuracy of +/- 6 seconds.
 MJ0495
 MJ0495.The orthometric height was determined by differential leveling
 MJ0495.and adjusted by the National Geodetic Survey in June 1991..
 MJ0495
 MJ0495.The geoid height was determined by GEOID03.
 MJ0495
 MJ0495.The dynamic height is computed by dividing the NAVD 88
 MJ0495.geopotential number by the normal gravity value computed on the
 MJ0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0495.degrees latitude (g = 980.6199 gals.).
 MJ0495
 MJ0495.The modeled gravity was interpolated from observed gravity values.
 MJ0495
 MJ0495;                    North         East    Units  Estimated Accuracy
 MJ0495;SPC IA S     -   145,520.      340,600.      MT  (+/- 180 meters Scaled)
 MJ0495
 MJ0495                          SUPERSEDED SURVEY CONTROL
 MJ0495
 MJ0495  NGVD 29 (??/??/92)  333.165  (m)         1093.06   (f) ADJ UNCH    2 0
 MJ0495
 MJ0495.Superseded values are not recommended for survey control.
 MJ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0495.See file dsdata.txt to determine how the superseded data were derived.
 MJ0495
 MJ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF987742(NAD 83)
 MJ0495_MARKER: DB = BENCH MARK DISK
 MJ0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0495_STAMPING: R 149 1949
 MJ0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0495+STABILITY: SURFACE MOTION
 MJ0495
 MJ0495  HISTORY     - Date     Condition        Report By
 MJ0495  HISTORY     - 1949     MONUMENTED       CGS
 MJ0495
 MJ0495                          STATION DESCRIPTION
 MJ0495
 MJ0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0495'1.1 MI S FROM OAKLAND.
 MJ0495'1.1 MILES SOUTH ALONG U.S. HIGHWAY 59 FROM THE CITIZENS STATE
 MJ0495'BANK AT OAKLAND, 0.2 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAYS
 MJ0495'59 AND 6, ABOUT 150.0 FEET SOUTH OF A LARGE RED STONE FARMHOUSE
 MJ0495'ON THE WEST SIDE OF THE HIGHWAY, 143.0 FEET WEST OF PAVING
 MJ0495'STATION 750, 42.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MJ0495'19.0 FEET NORTHEAST OF THE CENTER LINE OF A GATE, 3.0 FEET
 MJ0495'WEST OF A CORNER FENCE POST, 3.0 FEET EAST OF A TELEPHONE POLE,
 MJ0495'1.6 FEET SOUTH OF A FENCE, 1.4 FEET EAST OF A REFERENCE POST,
 MJ0495'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 MJ0495'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0015 ***********************************************************************
 NM0015  DESIGNATION -  R 15
 NM0015  PID         -  NM0015
 NM0015  STATE/COUNTY-  IA/PLYMOUTH
 NM0015  USGS QUAD   -  LE MARS (1985)
 NM0015
 NM0015                         *CURRENT SURVEY CONTROL
 NM0015  ___________________________________________________________________
 NM0015* NAD 83(1986)-  42 47 36.     (N)    096 09 49.     (W)     SCALED    
 NM0015* NAVD 88     -       375.788  (meters)    1232.90   (feet)  ADJUSTED  
 NM0015  ___________________________________________________________________
 NM0015  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 NM0015  DYNAMIC HT  -         375.678 (meters)    1232.54  (feet)  COMP
 NM0015  MODELED GRAV-     980,315.8   (mgal)                       NAVD 88
 NM0015
 NM0015  VERT ORDER  -  SECOND    CLASS 0
 NM0015
 NM0015.The horizontal coordinates were scaled from a topographic map and have
 NM0015.an estimated accuracy of +/- 6 seconds.
 NM0015
 NM0015.The orthometric height was determined by differential leveling
 NM0015.and adjusted by the National Geodetic Survey in June 1991..
 NM0015
 NM0015.The geoid height was determined by GEOID03.
 NM0015
 NM0015.The dynamic height is computed by dividing the NAVD 88
 NM0015.geopotential number by the normal gravity value computed on the
 NM0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0015.degrees latitude (g = 980.6199 gals.).
 NM0015
 NM0015.The modeled gravity was interpolated from observed gravity values.
 NM0015
 NM0015;                    North         East    Units  Estimated Accuracy
 NM0015;SPC IA N     - 1,147,090.    1,282,130.      MT  (+/- 180 meters Scaled)
 NM0015
 NM0015                          SUPERSEDED SURVEY CONTROL
 NM0015
 NM0015  NGVD 29 (??/??/92)  375.594  (m)         1232.26   (f) ADJ UNCH    2 0
 NM0015
 NM0015.Superseded values are not recommended for survey control.
 NM0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0015.See file dsdata.txt to determine how the superseded data were derived.
 NM0015
 NM0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN319417(NAD 83)
 NM0015_MARKER: DB = BENCH MARK DISK
 NM0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0015_STAMPING: R 15 1934
 NM0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0015+STABILITY: SURFACE MOTION
 NM0015
 NM0015  HISTORY     - Date     Condition        Report By
 NM0015  HISTORY     - 1934     MONUMENTED       CGS
 NM0015  HISTORY     - 1934     GOOD             NGS
 NM0015  HISTORY     - 19850206 MARK NOT FOUND   USPSQD
 NM0015
 NM0015                          STATION DESCRIPTION
 NM0015
 NM0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NM0015'AT LE MARS.
 NM0015'AT LE MARS, 110 YARDS SOUTHWEST OF THE SOO LINE RAILROAD, FORMERLY
 NM0015'(S.ST.P.M. AND O.RY.) STATION, 171 YARDS NORTHEAST OF THE
 NM0015'CROSSING OF STATE HIGHWAY 5, AT THE DIVERGENCE OF THE ILLINOIS
 NM0015'CENTRAL RAILROAD LEADING NORTHEAST TO FONDA, 42 FEET SOUTHEAST
 NM0015'OF THE SOUTHEAST RAIL OF THE SOO LINE RAILROAD, 40.5 FEET SOUTH
 NM0015'OF THE SWITCH AT THE SOUTHWEST END OF AN I.C.R.R. SIDETRACK,
 NM0015'AND 36 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE I.C.R.R. MAIN
 NM0015'TRACK.  A STANDARD DISK, STAMPED R 15 1934 AND SET IN THE TOP
 NM0015'OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 NM0015
 NM0015                          STATION RECOVERY (1985)
 NM0015
 NM0015'RECOVERY NOTE BY US POWER SQUADRON 1985 (JWS)
 NM0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0953 ***********************************************************************
 MJ0953  DESIGNATION -  R 150
 MJ0953  PID         -  MJ0953
 MJ0953  STATE/COUNTY-  IA/SHELBY
 MJ0953  USGS QUAD   -  PORTSMOUTH (1978)
 MJ0953
 MJ0953                         *CURRENT SURVEY CONTROL
 MJ0953  ___________________________________________________________________
 MJ0953* NAD 83(1986)-  41 39 24.     (N)    095 30 48.     (W)     SCALED    
 MJ0953* NAVD 88     -       366.512  (meters)    1202.46   (feet)  ADJUSTED  
 MJ0953  ___________________________________________________________________
 MJ0953  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 MJ0953  DYNAMIC HT  -         366.338 (meters)    1201.89  (feet)  COMP
 MJ0953  MODELED GRAV-     980,139.5   (mgal)                       NAVD 88
 MJ0953
 MJ0953  VERT ORDER  -  SECOND    CLASS 0
 MJ0953
 MJ0953.The horizontal coordinates were scaled from a topographic map and have
 MJ0953.an estimated accuracy of +/- 6 seconds.
 MJ0953
 MJ0953.The orthometric height was determined by differential leveling
 MJ0953.and adjusted by the National Geodetic Survey in June 1991..
 MJ0953
 MJ0953.The geoid height was determined by GEOID03.
 MJ0953
 MJ0953.The dynamic height is computed by dividing the NAVD 88
 MJ0953.geopotential number by the normal gravity value computed on the
 MJ0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0953.degrees latitude (g = 980.6199 gals.).
 MJ0953
 MJ0953.The modeled gravity was interpolated from observed gravity values.
 MJ0953
 MJ0953;                    North         East    Units  Estimated Accuracy
 MJ0953;SPC IA S     -   185,920.      332,320.      MT  (+/- 180 meters Scaled)
 MJ0953
 MJ0953                          SUPERSEDED SURVEY CONTROL
 MJ0953
 MJ0953  NGVD 29 (??/??/92)  366.386  (m)         1202.05   (f) ADJ UNCH    2 0
 MJ0953
 MJ0953.Superseded values are not recommended for survey control.
 MJ0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0953.See file dsdata.txt to determine how the superseded data were derived.
 MJ0953
 MJ0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG907147(NAD 83)
 MJ0953_MARKER: DB = BENCH MARK DISK
 MJ0953_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0953_SP_SET: CULVERT
 MJ0953_STAMPING: R 150 1949
 MJ0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0953
 MJ0953  HISTORY     - Date     Condition        Report By
 MJ0953  HISTORY     - 1949     MONUMENTED       CGS
 MJ0953
 MJ0953                          STATION DESCRIPTION
 MJ0953
 MJ0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0953'0.6 MI NE FROM PORTSMOUTH.
 MJ0953'0.6 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0953'PACIFIC RAILROAD FROM THE STATION AT PORTSMOUTH, 12 POLES
 MJ0953'NORTHEAST OF MILEPOST NO. 442, 146.7 FEET NORTHWEST OF THE
 MJ0953'NORTHWEST RAIL OF THE TRACK, SET IN THE SOUTHWEST END OF THE
 MJ0953'SOUTHEAST HEADWALL OF A CONCRETE BOX CULVERT UNDER STATE HIGHWAY
 MJ0953'NO. 191, 19.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 MJ0953'0.8 FOOT NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, LEVEL
 MJ0953'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0299 ***********************************************************************
 MJ0299  DESIGNATION -  R 151
 MJ0299  PID         -  MJ0299
 MJ0299  STATE/COUNTY-  IA/CRAWFORD
 MJ0299  USGS QUAD   -  IRWIN (1978)
 MJ0299
 MJ0299                         *CURRENT SURVEY CONTROL
 MJ0299  ___________________________________________________________________
 MJ0299* NAD 83(1986)-  41 51 54.     (N)    095 07 53.     (W)     SCALED    
 MJ0299* NAVD 88     -       399.594  (meters)    1311.00   (feet)  ADJUSTED  
 MJ0299  ___________________________________________________________________
 MJ0299  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 MJ0299  DYNAMIC HT  -         399.407 (meters)    1310.39  (feet)  COMP
 MJ0299  MODELED GRAV-     980,144.8   (mgal)                       NAVD 88
 MJ0299
 MJ0299  VERT ORDER  -  SECOND    CLASS 0
 MJ0299
 MJ0299.The horizontal coordinates were scaled from a topographic map and have
 MJ0299.an estimated accuracy of +/- 6 seconds.
 MJ0299
 MJ0299.The orthometric height was determined by differential leveling
 MJ0299.and adjusted by the National Geodetic Survey in June 1991..
 MJ0299
 MJ0299.The geoid height was determined by GEOID03.
 MJ0299
 MJ0299.The dynamic height is computed by dividing the NAVD 88
 MJ0299.geopotential number by the normal gravity value computed on the
 MJ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0299.degrees latitude (g = 980.6199 gals.).
 MJ0299
 MJ0299.The modeled gravity was interpolated from observed gravity values.
 MJ0299
 MJ0299;                    North         East    Units  Estimated Accuracy
 MJ0299;SPC IA N     - 1,041,850.    1,364,560.      MT  (+/- 180 meters Scaled)
 MJ0299
 MJ0299                          SUPERSEDED SURVEY CONTROL
 MJ0299
 MJ0299  NGVD 29 (??/??/92)  399.456  (m)         1310.55   (f) ADJ UNCH    2 0
 MJ0299
 MJ0299.Superseded values are not recommended for survey control.
 MJ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0299.See file dsdata.txt to determine how the superseded data were derived.
 MJ0299
 MJ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG231369(NAD 83)
 MJ0299_MARKER: DB = BENCH MARK DISK
 MJ0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0299_STAMPING: R 151 1949
 MJ0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0299+STABILITY: SURFACE MOTION
 MJ0299
 MJ0299  HISTORY     - Date     Condition        Report By
 MJ0299  HISTORY     - 1949     MONUMENTED       CGS
 MJ0299  HISTORY     - 1975     MARK NOT FOUND   NGS
 MJ0299
 MJ0299                          STATION DESCRIPTION
 MJ0299
 MJ0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0299'3.5 MI SE FROM ASPINWALL.
 MJ0299'0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0299'RAILROAD FROM THE STATION AT ASPINWALL, THENCE 3.3 MILES SOUTH
 MJ0299'ALONG A SECTION LINE ROAD, 0.1 MILE NORTH OF AN EAST-WEST
 MJ0299'SECTION LINE ROAD CROSSING, 107.0 FEET NORTHWEST OF THE CENTER
 MJ0299'LINE OF A PRIVATE ROAD LEADING NORTHEAST TO A FARMHOUSE, ON THE
 MJ0299'SOUTH SLOPE OF A HILL, 34.0 FEET SOUTH OF THE 5TH. TELEPHONE
 MJ0299'POLE NORTH OF THE ROAD CROSSING, 68.6 FEET SOUTHEAST OF A POWER
 MJ0299'LINE TRANSFORMER POLE, 1.2 FEET WEST OF A FENCE, 1.5 FEET
 MJ0299'NORTHWEST OF A CORNER FENCE POST, 1.4 FEET NORTH OF A REFERENCE
 MJ0299'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 MJ0299'THE GROUND.
 MJ0299
 MJ0299                          STATION RECOVERY (1975)
 MJ0299
 MJ0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MJ0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0360 ***********************************************************************
 NM0360  DESIGNATION -  R 152
 NM0360  PID         -  NM0360
 NM0360  STATE/COUNTY-  IA/WOODBURY
 NM0360  USGS QUAD   -  LUTON (1964)
 NM0360
 NM0360                         *CURRENT SURVEY CONTROL
 NM0360  ___________________________________________________________________
 NM0360* NAD 83(1986)-  42 16 20.     (N)    096 08 51.     (W)     SCALED    
 NM0360* NAVD 88     -       325.213  (meters)    1066.97   (feet)  ADJUSTED  
 NM0360  ___________________________________________________________________
 NM0360  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 NM0360  DYNAMIC HT  -         325.105 (meters)    1066.62  (feet)  COMP
 NM0360  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 NM0360
 NM0360  VERT ORDER  -  SECOND    CLASS 0
 NM0360
 NM0360.The horizontal coordinates were scaled from a topographic map and have
 NM0360.an estimated accuracy of +/- 6 seconds.
 NM0360
 NM0360.The orthometric height was determined by differential leveling
 NM0360.and adjusted by the National Geodetic Survey in June 1991..
 NM0360
 NM0360.The geoid height was determined by GEOID03.
 NM0360
 NM0360.The dynamic height is computed by dividing the NAVD 88
 NM0360.geopotential number by the normal gravity value computed on the
 NM0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0360.degrees latitude (g = 980.6199 gals.).
 NM0360
 NM0360.The modeled gravity was interpolated from observed gravity values.
 NM0360
 NM0360;                    North         East    Units  Estimated Accuracy
 NM0360;SPC IA N     - 1,089,200.    1,281,630.      MT  (+/- 180 meters Scaled)
 NM0360
 NM0360                          SUPERSEDED SURVEY CONTROL
 NM0360
 NM0360  NGVD 29 (??/??/92)  325.059  (m)         1066.46   (f) ADJ UNCH    2 0
 NM0360
 NM0360.Superseded values are not recommended for survey control.
 NM0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0360.See file dsdata.txt to determine how the superseded data were derived.
 NM0360
 NM0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM352839(NAD 83)
 NM0360_MARKER: DB = BENCH MARK DISK
 NM0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0360_STAMPING: R 152 1949
 NM0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0360+STABILITY: SURFACE MOTION
 NM0360
 NM0360  HISTORY     - Date     Condition        Report By
 NM0360  HISTORY     - 1949     MONUMENTED       CGS
 NM0360
 NM0360                          STATION DESCRIPTION
 NM0360
 NM0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0360'3.6 MI NW FROM HOLLY SPRINGS.
 NM0360'0.2 MILE NORTHWEST ALONG STATE HIGHWAY 141 FROM THE CONSOLIDATED
 NM0360'SCHOOL AT HOLLY SPRINGS, THENCE 3.25 MILES WEST ALONG A GRAVELED
 NM0360'ROAD, THENCE 0.1 MILE NORTHWEST ALONG A GRAVELED ROAD, 41 FEET
 NM0360'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 38.0 FEET NORTHEAST
 NM0360'OF THE NORTHEAST RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0360'PACIFIC RAILROAD, 11.3 FEET SOUTHEAST OF A TELEGRAPH POLE, 3.6
 NM0360'FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM0360'5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0398 ***********************************************************************
 NL0398  DESIGNATION -  R 153
 NL0398  PID         -  NL0398
 NL0398  STATE/COUNTY-  IA/MONONA
 NL0398  USGS QUAD   -  SMITHLAND (1969)
 NL0398
 NL0398                         *CURRENT SURVEY CONTROL
 NL0398  ___________________________________________________________________
 NL0398* NAD 83(1986)-  42 10 58.     (N)    095 58 39.     (W)     SCALED    
 NL0398* NAVD 88     -       329.577  (meters)    1081.29   (feet)  ADJUSTED  
 NL0398  ___________________________________________________________________
 NL0398  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 NL0398  DYNAMIC HT  -         329.460 (meters)    1080.90  (feet)  COMP
 NL0398  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 NL0398
 NL0398  VERT ORDER  -  SECOND    CLASS 0
 NL0398
 NL0398.The horizontal coordinates were scaled from a topographic map and have
 NL0398.an estimated accuracy of +/- 6 seconds.
 NL0398
 NL0398.The orthometric height was determined by differential leveling
 NL0398.and adjusted by the National Geodetic Survey in June 1991..
 NL0398
 NL0398.The geoid height was determined by GEOID03.
 NL0398
 NL0398.The dynamic height is computed by dividing the NAVD 88
 NL0398.geopotential number by the normal gravity value computed on the
 NL0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0398.degrees latitude (g = 980.6199 gals.).
 NL0398
 NL0398.The modeled gravity was interpolated from observed gravity values.
 NL0398
 NL0398;                    North         East    Units  Estimated Accuracy
 NL0398;SPC IA N     - 1,078,840.    1,295,360.      MT  (+/- 180 meters Scaled)
 NL0398
 NL0398                          SUPERSEDED SURVEY CONTROL
 NL0398
 NL0398  NGVD 29 (??/??/92)  329.431  (m)         1080.81   (f) ADJ UNCH    2 0
 NL0398
 NL0398.Superseded values are not recommended for survey control.
 NL0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0398.See file dsdata.txt to determine how the superseded data were derived.
 NL0398
 NL0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG541743(NAD 83)
 NL0398_MARKER: DB = BENCH MARK DISK
 NL0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0398_STAMPING: R 153 1949
 NL0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0398+STABILITY: SURFACE MOTION
 NL0398
 NL0398  HISTORY     - Date     Condition        Report By
 NL0398  HISTORY     - 1949     MONUMENTED       CGS
 NL0398
 NL0398                          STATION DESCRIPTION
 NL0398
 NL0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0398'2 MI SW FROM RODNEY.
 NL0398'2.0 MILES SOUTHWEST ALONG COUNTY ROAD A FROM THE ELEMENTARY
 NL0398'SCHOOL AT RODNEY, AT THE HOME OF MRS. NANCY HAYHURST, 105 FEET
 NL0398'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 48.0 FEET SOUTH OF THE
 NL0398'SOUTHWEST CORNER OF THE HOUSE, 9 FEET SOUTH OF THE CENTER LINE OF
 NL0398'A PRIVATE DRIVEWAY, 1.0 FOOT NORTH OF A FENCE, 2.0 FEET WEST OF A
 NL0398'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NL0398'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0031 ***********************************************************************
 NM0031  DESIGNATION -  R 154
 NM0031  PID         -  NM0031
 NM0031  STATE/COUNTY-  IA/SIOUX
 NM0031  USGS QUAD   -  HAWARDEN SOUTH (1969)
 NM0031
 NM0031                         *CURRENT SURVEY CONTROL
 NM0031  ___________________________________________________________________
 NM0031* NAD 83(1986)-  42 59 39.     (N)    096 29 07.     (W)     SCALED    
 NM0031* NAVD 88     -       360.562  (meters)    1182.94   (feet)  ADJUSTED  
 NM0031  ___________________________________________________________________
 NM0031  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 NM0031  DYNAMIC HT  -         360.466 (meters)    1182.63  (feet)  COMP
 NM0031  MODELED GRAV-     980,342.9   (mgal)                       NAVD 88
 NM0031
 NM0031  VERT ORDER  -  FIRST     CLASS II
 NM0031
 NM0031.The horizontal coordinates were scaled from a topographic map and have
 NM0031.an estimated accuracy of +/- 6 seconds.
 NM0031
 NM0031.The orthometric height was determined by differential leveling
 NM0031.and adjusted by the National Geodetic Survey in June 1991..
 NM0031
 NM0031.The geoid height was determined by GEOID03.
 NM0031
 NM0031.The dynamic height is computed by dividing the NAVD 88
 NM0031.geopotential number by the normal gravity value computed on the
 NM0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0031.degrees latitude (g = 980.6199 gals.).
 NM0031
 NM0031.The modeled gravity was interpolated from observed gravity values.
 NM0031
 NM0031;                    North         East    Units  Estimated Accuracy
 NM0031;SPC IA N     - 1,170,270.    1,256,610.      MT  (+/- 180 meters Scaled)
 NM0031
 NM0031                          SUPERSEDED SURVEY CONTROL
 NM0031
 NM0031  NGVD 29 (??/??/92)  360.36   (m)         1182.3    (f) COMPUTED    1 2
 NM0031
 NM0031.Superseded values are not recommended for survey control.
 NM0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0031.See file dsdata.txt to determine how the superseded data were derived.
 NM0031
 NM0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN049632(NAD 83)
 NM0031_MARKER: DB = BENCH MARK DISK
 NM0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0031_SP_SET: FOUNDATION
 NM0031_STAMPING: R 154 1949
 NM0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0031
 NM0031  HISTORY     - Date     Condition        Report By
 NM0031  HISTORY     - 1949     MONUMENTED       CGS
 NM0031
 NM0031                          STATION DESCRIPTION
 NM0031
 NM0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0031'AT HAWARDEN.
 NM0031'AT HAWARDEN, AT THE NORTHEAST CORNER OF THE INTERSECTION OF 9TH
 NM0031'AND CENTRAL STREETS, 17.2 FEET NORTH OF THE CENTER OF THE WEST
 NM0031'ENTRANCE TO THE POST OFFICE, 13.2 FEET SOUTH OF THE NORTHWEST
 NM0031'CORNER OF THE POST OFFICE, 1.5 FEET SOUTH OF THE SOUTH EDGE OF
 NM0031'THE NORTH WINDOW ON THE WEST SIDE OF THE POST OFFICE, 2.6 FEET
 NM0031'ABOVE THE GROUND, 0.6 FOOT BELOW THE TOP OF THE FOUNDATION
 NM0031'AND SET VERTICALLY IN THE WEST FACE OF THE FOUNDATION OF THE
 NM0031'POST OF THE POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0431 ***********************************************************************
 MH0431  DESIGNATION -  R 155
 MH0431  PID         -  MH0431
 MH0431  STATE/COUNTY-  IA/POLK
 MH0431  USGS QUAD   -  COMMERCE (1976)
 MH0431
 MH0431                         *CURRENT SURVEY CONTROL
 MH0431  ___________________________________________________________________
 MH0431* NAD 83(1986)-  41 32 20.     (N)    093 46 47.     (W)     SCALED    
 MH0431* NAVD 88     -       252.619  (meters)     828.80   (feet)  ADJUSTED  
 MH0431  ___________________________________________________________________
 MH0431  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 MH0431  DYNAMIC HT  -         252.510 (meters)     828.44  (feet)  COMP
 MH0431  MODELED GRAV-     980,185.2   (mgal)                       NAVD 88
 MH0431
 MH0431  VERT ORDER  -  FIRST     CLASS II
 MH0431
 MH0431.The horizontal coordinates were scaled from a topographic map and have
 MH0431.an estimated accuracy of +/- 6 seconds.
 MH0431
 MH0431.The orthometric height was determined by differential leveling
 MH0431.and adjusted by the National Geodetic Survey in June 1991..
 MH0431
 MH0431.The geoid height was determined by GEOID03.
 MH0431
 MH0431.The dynamic height is computed by dividing the NAVD 88
 MH0431.geopotential number by the normal gravity value computed on the
 MH0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0431.degrees latitude (g = 980.6199 gals.).
 MH0431
 MH0431.The modeled gravity was interpolated from observed gravity values.
 MH0431
 MH0431;                    North         East    Units  Estimated Accuracy
 MH0431;SPC IA S     -   170,930.      476,660.      MT  (+/- 180 meters Scaled)
 MH0431
 MH0431                          SUPERSEDED SURVEY CONTROL
 MH0431
 MH0431  NGVD 29 (??/??/92)  252.568  (m)          828.63   (f) ADJ UNCH    1 2
 MH0431
 MH0431.Superseded values are not recommended for survey control.
 MH0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0431.See file dsdata.txt to determine how the superseded data were derived.
 MH0431
 MH0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF349988(NAD 83)
 MH0431_MARKER: DB = BENCH MARK DISK
 MH0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0431_STAMPING: R 155 1950
 MH0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0431+STABILITY: SURFACE MOTION
 MH0431
 MH0431  HISTORY     - Date     Condition        Report By
 MH0431  HISTORY     - 1950     MONUMENTED       CGS
 MH0431  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0431
 MH0431                          STATION DESCRIPTION
 MH0431
 MH0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0431'0.9 MI W FROM COMMERCE.
 MH0431'0.9 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 MH0431'STATION SIGN AT COMMERCE, 76 FEET EAST OF THE 2ND POLE WEST
 MH0431'OF MILEPOST 367.25, 47.5 FEET NORTH OF THE NORTH RAIL, 16 FEET
 MH0431'WEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 1.7 FEET SOUTH
 MH0431'OF A FENCE, 2.2 FEET WEST OF A WITNESS POST, AT A PIPE LINE
 MH0431'CROSSING UNDER THE TRACK, SET IN THE TOP OF A CONCRETE POST
 MH0431'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MH0431
 MH0431                          STATION RECOVERY (1995)
 MH0431
 MH0431'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0944 ***********************************************************************
 LF0944  DESIGNATION -  R 156
 LF0944  PID         -  LF0944
 LF0944  STATE/COUNTY-  IA/FREMONT
 LF0944  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF0944
 LF0944                         *CURRENT SURVEY CONTROL
 LF0944  ___________________________________________________________________
 LF0944* NAD 83(1986)-  40 47 08.     (N)    095 29 52.     (W)     SCALED    
 LF0944* NAVD 88     -       304.635  (meters)     999.46   (feet)  ADJUSTED  
 LF0944  ___________________________________________________________________
 LF0944  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LF0944  DYNAMIC HT  -         304.473 (meters)     998.93  (feet)  COMP
 LF0944  MODELED GRAV-     980,084.6   (mgal)                       NAVD 88
 LF0944
 LF0944  VERT ORDER  -  SECOND    CLASS 0
 LF0944
 LF0944.The horizontal coordinates were scaled from a topographic map and have
 LF0944.an estimated accuracy of +/- 6 seconds.
 LF0944
 LF0944.The orthometric height was determined by differential leveling
 LF0944.and adjusted by the National Geodetic Survey in June 1991..
 LF0944
 LF0944.The geoid height was determined by GEOID03.
 LF0944
 LF0944.The dynamic height is computed by dividing the NAVD 88
 LF0944.geopotential number by the normal gravity value computed on the
 LF0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0944.degrees latitude (g = 980.6199 gals.).
 LF0944
 LF0944.The modeled gravity was interpolated from observed gravity values.
 LF0944
 LF0944;                    North         East    Units  Estimated Accuracy
 LF0944;SPC IA S     -    89,170.      331,390.      MT  (+/- 180 meters Scaled)
 LF0944
 LF0944                          SUPERSEDED SURVEY CONTROL
 LF0944
 LF0944  NGVD 29 (??/??/92)  304.524  (m)          999.09   (f) ADJ UNCH    2 0
 LF0944
 LF0944.Superseded values are not recommended for survey control.
 LF0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0944.See file dsdata.txt to determine how the superseded data were derived.
 LF0944
 LF0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF892179(NAD 83)
 LF0944_MARKER: DB = BENCH MARK DISK
 LF0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0944_STAMPING: R 156 1949
 LF0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0944+STABILITY: SURFACE MOTION
 LF0944
 LF0944  HISTORY     - Date     Condition        Report By
 LF0944  HISTORY     - 1949     MONUMENTED       CGS
 LF0944
 LF0944                          STATION DESCRIPTION
 LF0944
 LF0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0944'7 MI W FROM SHENANDOAH.
 LF0944'3.0 MILES WEST ALONG STATE HIGHWAY 2 FROM ITS INTERSECTION
 LF0944'WITH U.S. HIGHWAY 59 AND STATE HIGHWAY 48 AT SHENANDOAH, THENCE
 LF0944'1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 3.0 MILES WEST
 LF0944'ALONG A GRADED DIRT ROAD, 270 FEET NORTH OF THE NORTHEAST CORNER
 LF0944'OF THE VAN STEWART FARMHOUSE, 98 FEET EAST OF THE CENTER LINE
 LF0944'OF A DRIVEWAY LEADING TO THE FARMHOUSE, 43 FEET SOUTH OF THE CENTER
 LF0944'LINE OF THE EAST AND WEST ROAD, 4.0 FEET SOUTH OF A FENCE, 1.4
 LF0944'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LF0944'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0892 ***********************************************************************
 LF0892  DESIGNATION -  R 157
 LF0892  PID         -  LF0892
 LF0892  STATE/COUNTY-  IA/FREMONT
 LF0892  USGS QUAD   -  HAMBURG (1984)
 LF0892
 LF0892                         *CURRENT SURVEY CONTROL
 LF0892  ___________________________________________________________________
 LF0892* NAD 83(1986)-  40 37 06.     (N)    095 38 58.     (W)     SCALED    
 LF0892* NAVD 88     -       289.610  (meters)     950.16   (feet)  ADJUSTED  
 LF0892  ___________________________________________________________________
 LF0892  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LF0892  DYNAMIC HT  -         289.457 (meters)     949.66  (feet)  COMP
 LF0892  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 LF0892
 LF0892  VERT ORDER  -  SECOND    CLASS 0
 LF0892
 LF0892.The horizontal coordinates were scaled from a topographic map and have
 LF0892.an estimated accuracy of +/- 6 seconds.
 LF0892
 LF0892.The orthometric height was determined by differential leveling
 LF0892.and adjusted by the National Geodetic Survey in June 1991..
 LF0892
 LF0892.The geoid height was determined by GEOID03.
 LF0892
 LF0892.The dynamic height is computed by dividing the NAVD 88
 LF0892.geopotential number by the normal gravity value computed on the
 LF0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0892.degrees latitude (g = 980.6199 gals.).
 LF0892
 LF0892.The modeled gravity was interpolated from observed gravity values.
 LF0892
 LF0892;                    North         East    Units  Estimated Accuracy
 LF0892;SPC IA S     -    70,910.      318,140.      MT  (+/- 180 meters Scaled)
 LF0892
 LF0892                          SUPERSEDED SURVEY CONTROL
 LF0892
 LF0892  NGVD 29 (??/??/92)  289.511  (m)          949.84   (f) ADJ UNCH    2 0
 LF0892
 LF0892.Superseded values are not recommended for survey control.
 LF0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0892.See file dsdata.txt to determine how the superseded data were derived.
 LF0892
 LF0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE758997(NAD 83)
 LF0892_MARKER: DB = BENCH MARK DISK
 LF0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0892_STAMPING: R 157 1949
 LF0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0892+STABILITY: SURFACE MOTION
 LF0892
 LF0892  HISTORY     - Date     Condition        Report By
 LF0892  HISTORY     - 1949     MONUMENTED       CGS
 LF0892
 LF0892                          STATION DESCRIPTION
 LF0892
 LF0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0892'0.9 MI N FROM HAMBURG.
 LF0892'0.9 MILE NORTH ALONG U.S. HIGHWAY 275 FROM THE CITY PARK AT
 LF0892'HAMBURG, 38.0 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE, 54
 LF0892'FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING EAST, 39
 LF0892'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 5.0 FEET SOUTHEAST
 LF0892'OF A TELEPHONE POLE, 2.3 FEET EAST OF A WITNESS POST, SET IN THE
 LF0892'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0953 ***********************************************************************
 NL0953  DESIGNATION -  R 158 RESET
 NL0953  PID         -  NL0953
 NL0953  STATE/COUNTY-  IA/MONONA
 NL0953  USGS QUAD   -  CASTANA (1982)
 NL0953
 NL0953                         *CURRENT SURVEY CONTROL
 NL0953  ___________________________________________________________________
 NL0953* NAD 83(1986)-  42 02 20.     (N)    095 55 45.     (W)     SCALED    
 NL0953* NAVD 88     -       321.46   (meters)    1054.7    (feet)  RESET     
 NL0953  ___________________________________________________________________
 NL0953  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 NL0953
 NL0953  VERT ORDER  -  THIRD
 NL0953
 NL0953.The horizontal coordinates were scaled from a topographic map and have
 NL0953.an estimated accuracy of +/- 6 seconds.
 NL0953
 NL0953.The orthometric height was computed from unverified reset data.
 NL0953
 NL0953.The geoid height was determined by GEOID03.
 NL0953
 NL0953;                    North         East    Units  Estimated Accuracy
 NL0953;SPC IA N     - 1,062,750.    1,298,890.      MT  (+/- 180 meters Scaled)
 NL0953
 NL0953                          SUPERSEDED SURVEY CONTROL
 NL0953
 NL0953  NGVD 29 (05/12/04)  321.32   (m)         1054.2    (f) RESET       3  
 NL0953
 NL0953.Superseded values are not recommended for survey control.
 NL0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0953.See file dsdata.txt to determine how the superseded data were derived.
 NL0953
 NL0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG575582(NAD 83)
 NL0953_MARKER: DB = BENCH MARK DISK
 NL0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0953_SP_SET: CONCRETE POST
 NL0953_STAMPING: R 158 RESET 1982
 NL0953_MARK LOGO: NGS   
 NL0953_PROJECTION: PROJECTING 10 CENTIMETERS
 NL0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0953+STABILITY: SURFACE MOTION
 NL0953
 NL0953  HISTORY     - Date     Condition        Report By
 NL0953  HISTORY     - 1982     MONUMENTED       NGS
 NL0953
 NL0953                          STATION DESCRIPTION
 NL0953
 NL0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NL0953'4.5 KM (2.80 MI) NW FROM TURIN.
 NL0953'1.29 KM (0.80 MI) EAST ALONG STATE HIGHWAYS 37 AND 175 FROM THE POST
 NL0953'OFFICE AT TURIN, THENCE 3.22 KM (2.00 MI) LEFT AND NORTHEAST ALONG
 NL0953'HIGHWAY 175 TO A SIDE ROAD ON THE RIGHT AND A FIELD ENTRANCE ROAD AND
 NL0953'THE MARK ON THE LEFT, 12 M (39.4 FT) NORTHWEST FROM THE CENTERLINE OF
 NL0953'THE HIGHWAY, 9.3 M (30.5 FT) EAST FROM THE CENTERLINE OF THE FIELD
 NL0953'ENTRANCE, 0.91 M (3.0 FT) NORTHEAST FROM A POWERLINE POLE.
 NL0953'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 NL0953'THE MARK IS 1.8 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0379 ***********************************************************************
 NM0379  DESIGNATION -  R 159
 NM0379  PID         -  NM0379
 NM0379  STATE/COUNTY-  IA/MONONA
 NM0379  USGS QUAD   -  ONAWA (1969)
 NM0379
 NM0379                         *CURRENT SURVEY CONTROL
 NM0379  ___________________________________________________________________
 NM0379* NAD 83(1986)-  42 03 03.     (N)    096 01 26.     (W)     SCALED    
 NM0379* NAVD 88     -       318.831  (meters)    1046.03   (feet)  ADJUSTED  
 NM0379  ___________________________________________________________________
 NM0379  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 NM0379  DYNAMIC HT  -         318.713 (meters)    1045.64  (feet)  COMP
 NM0379  MODELED GRAV-     980,244.6   (mgal)                       NAVD 88
 NM0379
 NM0379  VERT ORDER  -  SECOND    CLASS 0
 NM0379
 NM0379.The horizontal coordinates were scaled from a topographic map and have
 NM0379.an estimated accuracy of +/- 6 seconds.
 NM0379
 NM0379.The orthometric height was determined by differential leveling
 NM0379.and adjusted by the National Geodetic Survey in June 1991..
 NM0379
 NM0379.The geoid height was determined by GEOID03.
 NM0379
 NM0379.The dynamic height is computed by dividing the NAVD 88
 NM0379.geopotential number by the normal gravity value computed on the
 NM0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0379.degrees latitude (g = 980.6199 gals.).
 NM0379
 NM0379.The modeled gravity was interpolated from observed gravity values.
 NM0379
 NM0379;                    North         East    Units  Estimated Accuracy
 NM0379;SPC IA N     - 1,064,300.    1,291,090.      MT  (+/- 180 meters Scaled)
 NM0379
 NM0379                          SUPERSEDED SURVEY CONTROL
 NM0379
 NM0379  NGVD 29 (??/??/92)  318.677  (m)         1045.53   (f) ADJ UNCH    2 0
 NM0379
 NM0379.Superseded values are not recommended for survey control.
 NM0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0379.See file dsdata.txt to determine how the superseded data were derived.
 NM0379
 NM0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM462597(NAD 83)
 NM0379_MARKER: DB = BENCH MARK DISK
 NM0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0379_STAMPING: R 159 1949
 NM0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0379+STABILITY: SURFACE MOTION
 NM0379
 NM0379  HISTORY     - Date     Condition        Report By
 NM0379  HISTORY     - 1949     MONUMENTED       CGS
 NM0379  HISTORY     - 1981     GOOD             LOCENG
 NM0379
 NM0379                          STATION DESCRIPTION
 NM0379
 NM0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0379'4.1 MI NW FROM TURIN.
 NM0379'2.45 MILES NORTHWEST ALONG STATE HIGHWAY 37 AND 175 FROM THE
 NM0379'POST OFFICE AT TURIN, THENCE 1.65 MILES NORTH ALONG A WINDING
 NM0379'GRAVELED ROAD, 0.3 MILE SOUTHEAST OF A ROAD JUNCTION, 90 FEET
 NM0379'SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY WHICH LEADS EAST,
 NM0379'40 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVELED ROAD, 1.3
 NM0379'FEET NORTHWEST OF A POWER POLE, 1.4 FEET SOUTH OF A WITNESS
 NM0379'POST, SET IN THE TOP OF A 5 FOOT CONCRETE POST WHICH PROJECTS
 NM0379'0.3 FOOT ABOVE THE GROUND.
 NM0379
 NM0379                          STATION RECOVERY (1981)
 NM0379
 NM0379'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 NM0379'2.45 MILES NORTHWEST ALONG STATE HIGHWAY FROM THE POST OFFICE AT
 NM0379'TURIN, THENCE 1.65 MILES NORTH ALONG A WINDING GRAVEL ROAD, 0.3 MILES
 NM0379'SOUTHEAST OF A ROAD JUNCTION, 90 FEET SOUTH OF THE CENTER LINE OF A
 NM0379'PROVATE DRIVEWAY LEADING EAST, 40 FEET NORTHEAST OF THE CENTER LINE
 NM0379'OF THE GRAVELED ROAD, 3.5 FEET EAST OF WITNESS POST SET IN THE TOP OF
 NM0379'A 5 FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0556 ***********************************************************************
 OP0556  DESIGNATION -  R 16
 OP0556  PID         -  OP0556
 OP0556  STATE/COUNTY-  IA/OSCEOLA
 OP0556  USGS QUAD   -  ASHTON (1972)
 OP0556
 OP0556                         *CURRENT SURVEY CONTROL
 OP0556  ___________________________________________________________________
 OP0556* NAD 83(1986)-  43 16 19.     (N)    095 48 24.     (W)     SCALED    
 OP0556* NAVD 88     -       438.926  (meters)    1440.04   (feet)  ADJUSTED  
 OP0556  ___________________________________________________________________
 OP0556  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 OP0556  DYNAMIC HT  -         438.809 (meters)    1439.66  (feet)  COMP
 OP0556  MODELED GRAV-     980,338.8   (mgal)                       NAVD 88
 OP0556
 OP0556  VERT ORDER  -  SECOND    CLASS 0
 OP0556
 OP0556.The horizontal coordinates were scaled from a topographic map and have
 OP0556.an estimated accuracy of +/- 6 seconds.
 OP0556
 OP0556.The orthometric height was determined by differential leveling
 OP0556.and adjusted by the National Geodetic Survey in June 1991..
 OP0556
 OP0556.The geoid height was determined by GEOID03.
 OP0556
 OP0556.The dynamic height is computed by dividing the NAVD 88
 OP0556.geopotential number by the normal gravity value computed on the
 OP0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0556.degrees latitude (g = 980.6199 gals.).
 OP0556
 OP0556.The modeled gravity was interpolated from observed gravity values.
 OP0556
 OP0556;                    North         East    Units  Estimated Accuracy
 OP0556;SPC IA N     - 1,199,380.    1,312,770.      MT  (+/- 180 meters Scaled)
 OP0556
 OP0556                          SUPERSEDED SURVEY CONTROL
 OP0556
 OP0556  NGVD 29 (??/??/92)  438.741  (m)         1439.44   (f) ADJ UNCH    2 0
 OP0556
 OP0556.Superseded values are not recommended for survey control.
 OP0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0556.See file dsdata.txt to determine how the superseded data were derived.
 OP0556
 OP0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH722948(NAD 83)
 OP0556_MARKER: DB = BENCH MARK DISK
 OP0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0556_STAMPING: R 16 1934
 OP0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0556+STABILITY: SURFACE MOTION
 OP0556
 OP0556  HISTORY     - Date     Condition        Report By
 OP0556  HISTORY     - 1934     MONUMENTED       CGS
 OP0556
 OP0556                          STATION DESCRIPTION
 OP0556
 OP0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0556'2 MI N FROM RITTER.
 OP0556'IN OSCEOLA COUNTY, 2 MILES NORTH ALONG THE CHICAGO, ST. PAUL,
 OP0556'MINNEAPOLIS AND OMAHA RAILWAY FROM THE STATION AT RITTER, OBRIEN
 OP0556'COUNTY, 30 YARDS SOUTH OF A SECTION-LINE ROAD CROSSING, 45.3 FEET WEST
 OP0556'OF THE WEST RAIL, AND 1.3 FEET EAST OF THE RIGHT-OF-WAY FENCE. A
 OP0556'STANDARD DISK, STAMPED R 16 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0556'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0328 ***********************************************************************
 NM0328  DESIGNATION -  R 160
 NM0328  PID         -  NM0328
 NM0328  STATE/COUNTY-  IA/MONONA
 NM0328  USGS QUAD   -  ONAWA (1969)
 NM0328
 NM0328                         *CURRENT SURVEY CONTROL
 NM0328  ___________________________________________________________________
 NM0328* NAD 83(1986)-  42 02 21.     (N)    096 04 07.     (W)     SCALED    
 NM0328* NAVD 88     -       318.808  (meters)    1045.96   (feet)  ADJUSTED  
 NM0328  ___________________________________________________________________
 NM0328  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 NM0328  DYNAMIC HT  -         318.692 (meters)    1045.58  (feet)  COMP
 NM0328  MODELED GRAV-     980,248.9   (mgal)                       NAVD 88
 NM0328
 NM0328  VERT ORDER  -  SECOND    CLASS 0
 NM0328
 NM0328.The horizontal coordinates were scaled from a topographic map and have
 NM0328.an estimated accuracy of +/- 6 seconds.
 NM0328
 NM0328.The orthometric height was determined by differential leveling
 NM0328.and adjusted by the National Geodetic Survey in June 1991..
 NM0328
 NM0328.The geoid height was determined by GEOID03.
 NM0328
 NM0328.The dynamic height is computed by dividing the NAVD 88
 NM0328.geopotential number by the normal gravity value computed on the
 NM0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0328.degrees latitude (g = 980.6199 gals.).
 NM0328
 NM0328.The modeled gravity was interpolated from observed gravity values.
 NM0328
 NM0328;                    North         East    Units  Estimated Accuracy
 NM0328;SPC IA N     - 1,063,120.    1,287,350.      MT  (+/- 180 meters Scaled)
 NM0328
 NM0328                          SUPERSEDED SURVEY CONTROL
 NM0328
 NM0328  NGVD 29 (??/??/92)  318.646  (m)         1045.42   (f) ADJ UNCH    2 0
 NM0328
 NM0328.Superseded values are not recommended for survey control.
 NM0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0328.See file dsdata.txt to determine how the superseded data were derived.
 NM0328
 NM0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM426582(NAD 83)
 NM0328_MARKER: DB = BENCH MARK DISK
 NM0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0328_STAMPING: R 160 1949
 NM0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0328+STABILITY: SURFACE MOTION
 NM0328
 NM0328  HISTORY     - Date     Condition        Report By
 NM0328  HISTORY     - 1949     MONUMENTED       CGS
 NM0328
 NM0328                          STATION DESCRIPTION
 NM0328
 NM0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0328'2.1 MI NE FROM ONAWA.
 NM0328'1.0 MILE EAST ALONG STATE HIGHWAYS 37 AND 175 FROM THE POST
 NM0328'OFFICE AT ONAWA, THENCE 0.45 MILE NORTH ALONG A GRAVELED ROAD,
 NM0328'THENCE 0.65 MILE NORTHEAST ALONG A GRAVELED ROAD, 73 FEET
 NM0328'NORTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD, 27 FEET SOUTHWEST
 NM0328'OF THE CENTER LINE OF A FARM ROAD LEADING NORTHWEST ALONG A
 NM0328'FENCE, 11.4 FEET SOUTHWEST OF A 36 INCH COTTONWOOD TREE, 21 FEET
 NM0328'NORTHEAST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A WITNESS POST,
 NM0328'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 NM0328'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0923 ***********************************************************************
 LF0923  DESIGNATION -  R 161
 LF0923  PID         -  LF0923
 LF0923  STATE/COUNTY-  IA/MILLS
 LF0923  USGS QUAD   -  TABOR NE (1957)
 LF0923
 LF0923                         *CURRENT SURVEY CONTROL
 LF0923  ___________________________________________________________________
 LF0923* NAD 83(1986)-  40 55 37.     (N)    095 33 24.     (W)     SCALED    
 LF0923* NAVD 88     -       299.975  (meters)     984.17   (feet)  ADJUSTED  
 LF0923  ___________________________________________________________________
 LF0923  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 LF0923  DYNAMIC HT  -         299.832 (meters)     983.70  (feet)  COMP
 LF0923  MODELED GRAV-     980,139.6   (mgal)                       NAVD 88
 LF0923
 LF0923  VERT ORDER  -  SECOND    CLASS 0
 LF0923
 LF0923.The horizontal coordinates were scaled from a topographic map and have
 LF0923.an estimated accuracy of +/- 6 seconds.
 LF0923
 LF0923.The orthometric height was determined by differential leveling
 LF0923.and adjusted by the National Geodetic Survey in June 1991..
 LF0923
 LF0923.The geoid height was determined by GEOID03.
 LF0923
 LF0923.The dynamic height is computed by dividing the NAVD 88
 LF0923.geopotential number by the normal gravity value computed on the
 LF0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0923.degrees latitude (g = 980.6199 gals.).
 LF0923
 LF0923.The modeled gravity was interpolated from observed gravity values.
 LF0923
 LF0923;                    North         East    Units  Estimated Accuracy
 LF0923;SPC IA S     -   104,980.      326,790.      MT  (+/- 180 meters Scaled)
 LF0923
 LF0923                          SUPERSEDED SURVEY CONTROL
 LF0923
 LF0923  NGVD 29 (??/??/92)  299.883  (m)          983.87   (f) ADJ UNCH    2 0
 LF0923
 LF0923.Superseded values are not recommended for survey control.
 LF0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0923.See file dsdata.txt to determine how the superseded data were derived.
 LF0923
 LF0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF847337(NAD 83)
 LF0923_MARKER: DB = BENCH MARK DISK
 LF0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0923_STAMPING: R 161 1949
 LF0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0923+STABILITY: SURFACE MOTION
 LF0923
 LF0923  HISTORY     - Date     Condition        Report By
 LF0923  HISTORY     - 1949     MONUMENTED       CGS
 LF0923  HISTORY     - 1968     GOOD             NGS
 LF0923  HISTORY     - 1978     GOOD             NGS
 LF0923
 LF0923                          STATION DESCRIPTION
 LF0923
 LF0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0923'4.6 MI SW FROM STRAHAN.
 LF0923'0.3 MILE SOUTHEAST ALONG THE WABASH RAILWAY FROM THE STATION AT
 LF0923'STRAHAN, THENCE 0.1 MILE SOUTH ALONG A GRADED GRAVELED ROAD,
 LF0923'THENCE 2.9 MILES WEST ALONG A GRADED GRAVELED ROAD, THENCE
 LF0923'1.3 MILES SOUTH ALONG A GRADED GRAVELED ROAD, AT THE NORTH
 LF0923'ENTRANCE TO A PRIVATE AIRPORT, 58 FEET NORTH NORTHEAST OF THE
 LF0923'NORTHEAST CORNER OF THE HANGAR, 36 FEET WEST OF THE CENTER
 LF0923'LINE OF THE ROAD, 20 FEET NORTH OF THE CENTER LINE OF THE NORTH
 LF0923'DRIVE LEADING WEST TO THE AIRPORT, 1.2 FEET WEST OF A
 LF0923'FENCE LINE, 1.3 FEET NORTH OF A REFERENCE POST, AND SET IN
 LF0923'THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 LF0923'GROUND.
 LF0923
 LF0923                          STATION RECOVERY (1968)
 LF0923
 LF0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LF0923'RECOVERED IN GOOD CONDITION.
 LF0923
 LF0923                          STATION RECOVERY (1978)
 LF0923
 LF0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LF0923'MARK WAS RECOVERED IN GOOD CONDITION. DUE TO CHANGES A NEW
 LF0923'DESCRIPTION FOLLOWS. 1.1 MILES SOUTH ALONG MAIN STREET AND MILLS
 LF0923'COUNTY ROAD L 63 FROM THE COMMUNITY BUILDING AT 5TH STREET IN MALVERN
 LF0923'TO THE JUNCTION WITH MILLS COUNTY ROAD L 68, THENCE LEFT AND EAST
 LF0923'ALONG ROAD L 68 FOR 1.4 MILES TO A CURVE TO THE RIGHT AND SOUTH,
 LF0923'CONTINUE ON ROAD L 68 FOR 4.2 MILES TO THE MARK ON THE RIGHT, 36 FEET
 LF0923'WEST OF THE CENTERLINE OF THE ROAD, 20 FEET NORTH OF THE CENTER OF A
 LF0923'FIELD ENTRANCE, 1 FOOT WEST OF A FENCE AND 37 PACES NORTH OF EE 158
 LF0923'RESET 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0205 ***********************************************************************
 MJ0205  DESIGNATION -  R 162
 MJ0205  PID         -  MJ0205
 MJ0205  STATE/COUNTY-  IA/GUTHRIE
 MJ0205  USGS QUAD   -  CASEY (1971)
 MJ0205
 MJ0205                         *CURRENT SURVEY CONTROL
 MJ0205  ___________________________________________________________________
 MJ0205* NAD 83(1986)-  41 30 17.     (N)    094 30 34.     (W)     SCALED    
 MJ0205* NAVD 88     -       375.028  (meters)    1230.40   (feet)  ADJUSTED  
 MJ0205  ___________________________________________________________________
 MJ0205  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 MJ0205  DYNAMIC HT  -         374.884 (meters)    1229.93  (feet)  COMP
 MJ0205  MODELED GRAV-     980,228.4   (mgal)                       NAVD 88
 MJ0205
 MJ0205  VERT ORDER  -  FIRST     CLASS II
 MJ0205
 MJ0205.The horizontal coordinates were scaled from a topographic map and have
 MJ0205.an estimated accuracy of +/- 6 seconds.
 MJ0205
 MJ0205.The orthometric height was determined by differential leveling
 MJ0205.and adjusted by the National Geodetic Survey in June 1991..
 MJ0205
 MJ0205.The geoid height was determined by GEOID03.
 MJ0205
 MJ0205.The dynamic height is computed by dividing the NAVD 88
 MJ0205.geopotential number by the normal gravity value computed on the
 MJ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0205.degrees latitude (g = 980.6199 gals.).
 MJ0205
 MJ0205.The modeled gravity was interpolated from observed gravity values.
 MJ0205
 MJ0205;                    North         East    Units  Estimated Accuracy
 MJ0205;SPC IA S     -   167,590.      415,730.      MT  (+/- 180 meters Scaled)
 MJ0205
 MJ0205                          SUPERSEDED SURVEY CONTROL
 MJ0205
 MJ0205  NGVD 29 (??/??/92)  374.977  (m)         1230.24   (f) ADJ UNCH    1 2
 MJ0205
 MJ0205.Superseded values are not recommended for survey control.
 MJ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0205.See file dsdata.txt to determine how the superseded data were derived.
 MJ0205
 MJ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF740958(NAD 83)
 MJ0205_MARKER: DB = BENCH MARK DISK
 MJ0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0205_SP_SET: CULVERT
 MJ0205_STAMPING: R 162 1950
 MJ0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0205
 MJ0205  HISTORY     - Date     Condition        Report By
 MJ0205  HISTORY     - 1950     MONUMENTED       CGS
 MJ0205
 MJ0205                          STATION DESCRIPTION
 MJ0205
 MJ0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0205'0.6 MI E FROM CASEY.
 MJ0205'0.55 MILE EAST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, ROCK ISLAND
 MJ0205'AND PACIFIC RAILROAD STATION AT CASEY, AT A JUNCTION WITH A ROAD
 MJ0205'LEADING NORTH, 30.5 FEET SOUTHWEST OF HIGHWAY STATION 425, 24
 MJ0205'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, BETWEEN THE HIGHWAY
 MJ0205'AND THE RAILROAD, SET IN THE TOP OF THE WEST END OF THE SOUTH
 MJ0205'HEADWALL OF A 4 X 4 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0538 ***********************************************************************
 OP0538  DESIGNATION -  R 17
 OP0538  PID         -  OP0538
 OP0538  STATE/COUNTY-  IA/O BRIEN
 OP0538  USGS QUAD   -  PLESSIS (1964)
 OP0538
 OP0538                         *CURRENT SURVEY CONTROL
 OP0538  ___________________________________________________________________
 OP0538* NAD 83(1986)-  43 10 50.     (N)    095 36 15.     (W)     SCALED    
 OP0538* NAVD 88     -       471.632  (meters)    1547.35   (feet)  ADJUSTED  
 OP0538  ___________________________________________________________________
 OP0538  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 OP0538  DYNAMIC HT  -         471.487 (meters)    1546.87  (feet)  COMP
 OP0538  MODELED GRAV-     980,297.8   (mgal)                       NAVD 88
 OP0538
 OP0538  VERT ORDER  -  SECOND    CLASS 0
 OP0538
 OP0538.The horizontal coordinates were scaled from a topographic map and have
 OP0538.an estimated accuracy of +/- 6 seconds.
 OP0538
 OP0538.The orthometric height was determined by differential leveling
 OP0538.and adjusted by the National Geodetic Survey in June 1991..
 OP0538
 OP0538.The geoid height was determined by GEOID03.
 OP0538
 OP0538.The dynamic height is computed by dividing the NAVD 88
 OP0538.geopotential number by the normal gravity value computed on the
 OP0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0538.degrees latitude (g = 980.6199 gals.).
 OP0538
 OP0538.The modeled gravity was interpolated from observed gravity values.
 OP0538
 OP0538;                    North         East    Units  Estimated Accuracy
 OP0538;SPC IA N     - 1,188,800.    1,328,950.      MT  (+/- 180 meters Scaled)
 OP0538
 OP0538                          SUPERSEDED SURVEY CONTROL
 OP0538
 OP0538  NGVD 29 (??/??/92)  471.442  (m)         1546.72   (f) ADJ UNCH    2 0
 OP0538
 OP0538.Superseded values are not recommended for survey control.
 OP0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0538.See file dsdata.txt to determine how the superseded data were derived.
 OP0538
 OP0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH883841(NAD 83)
 OP0538_MARKER: DB = BENCH MARK DISK
 OP0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0538_STAMPING: R 17 1934
 OP0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0538+STABILITY: SURFACE MOTION
 OP0538
 OP0538  HISTORY     - Date     Condition        Report By
 OP0538  HISTORY     - 1934     MONUMENTED       CGS
 OP0538
 OP0538                          STATION DESCRIPTION
 OP0538
 OP0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0538'2.5 MI E FROM SANBORN.
 OP0538'2.5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0538'RAILROAD FROM THE STATION AT SANBORN, OBRIEN COUNTY, 67.0 FEET
 OP0538'NORTHEAST OF A SECTION-ROAD CROSSING, 45.4 FEET NORTH OF THE NORTH
 OP0538'RAIL, 12.5 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 1.2 FEET SOUTH OF
 OP0538'A FENCE.  A STANDARD DISK, STAMPED R 17 1934 AND SET IN THE TOP OF A
 OP0538'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0120 ***********************************************************************
 NJ0120  DESIGNATION -  R 175
 NJ0120  PID         -  NJ0120
 NJ0120  STATE/COUNTY-  IA/JACKSON
 NJ0120  USGS QUAD   -  SPRINGBROOK (1980)
 NJ0120
 NJ0120                         *CURRENT SURVEY CONTROL
 NJ0120  ___________________________________________________________________
 NJ0120* NAD 83(1986)-  42 12 27.     (N)    090 22 58.     (W)     SCALED    
 NJ0120* NAVD 88     -       182.139  (meters)     597.57   (feet)  ADJUSTED  
 NJ0120  ___________________________________________________________________
 NJ0120  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 NJ0120  DYNAMIC HT  -         182.080 (meters)     597.37  (feet)  COMP
 NJ0120  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 NJ0120
 NJ0120  VERT ORDER  -  FIRST     CLASS I
 NJ0120
 NJ0120.The horizontal coordinates were scaled from a topographic map and have
 NJ0120.an estimated accuracy of +/- 6 seconds.
 NJ0120
 NJ0120.The orthometric height was determined by differential leveling
 NJ0120.and adjusted by the National Geodetic Survey in June 1991..
 NJ0120
 NJ0120.The geoid height was determined by GEOID03.
 NJ0120
 NJ0120.The dynamic height is computed by dividing the NAVD 88
 NJ0120.geopotential number by the normal gravity value computed on the
 NJ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0120.degrees latitude (g = 980.6199 gals.).
 NJ0120
 NJ0120.The modeled gravity was interpolated from observed gravity values.
 NJ0120
 NJ0120;                    North         East    Units  Estimated Accuracy
 NJ0120;SPC IA N     - 1,083,330.    1,757,360.      MT  (+/- 180 meters Scaled)
 NJ0120
 NJ0120                          SUPERSEDED SURVEY CONTROL
 NJ0120
 NJ0120  NGVD 29 (??/??/92)  182.176  (m)          597.69   (f) ADJ UNCH    1 1
 NJ0120
 NJ0120.Superseded values are not recommended for survey control.
 NJ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0120.See file dsdata.txt to determine how the superseded data were derived.
 NJ0120
 NJ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG160761(NAD 83)
 NJ0120_MARKER: DB = BENCH MARK DISK
 NJ0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0120_SP_SET: CULVERT
 NJ0120_STAMPING: R 175 1970
 NJ0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0120
 NJ0120  HISTORY     - Date     Condition        Report By
 NJ0120  HISTORY     - 1970     MONUMENTED       NGS
 NJ0120  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NJ0120  HISTORY     - 19940826 MARK NOT FOUND   USPSQD
 NJ0120  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0120
 NJ0120                          STATION DESCRIPTION
 NJ0120
 NJ0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0120'4.2 MI SE FROM BELLEVUE.
 NJ0120'ABOUT 4.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 AND 67 FROM
 NJ0120'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE,
 NJ0120'0.35 MILE SOUTHEAST OF THE JUNCTION OF A ROAD WHICH LEADS TO
 NJ0120'A SMALL REST AREA, 19 FEET EAST OF THE CENTER LINE OF THE
 NJ0120'HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 NJ0120'HEADWALL OF A 10- X 18-FOOT CONCRETE BOX CULVERT UNDER THE
 NJ0120'HIGHWAY.  SECTION 4, T85N, R5E
 NJ0120
 NJ0120                          STATION RECOVERY (1988)
 NJ0120
 NJ0120'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0120'MARK NOT FOUND.
 NJ0120
 NJ0120                          STATION RECOVERY (1994)
 NJ0120
 NJ0120'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0120'MARK NOT FOUND.
 NJ0120
 NJ0120                          STATION RECOVERY (2001)
 NJ0120
 NJ0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0120'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0276 ***********************************************************************
 NJ0276  DESIGNATION -  R 176
 NJ0276  PID         -  NJ0276
 NJ0276  STATE/COUNTY-  IA/DUBUQUE
 NJ0276  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0276
 NJ0276                         *CURRENT SURVEY CONTROL
 NJ0276  ___________________________________________________________________
 NJ0276* NAD 83(1986)-  42 26 46.     (N)    090 38 54.     (W)     SCALED    
 NJ0276* NAVD 88     -       223.306  (meters)     732.63   (feet)  ADJUSTED  
 NJ0276  ___________________________________________________________________
 NJ0276  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 NJ0276  DYNAMIC HT  -         223.237 (meters)     732.40  (feet)  COMP
 NJ0276  MODELED GRAV-     980,305.3   (mgal)                       NAVD 88
 NJ0276
 NJ0276  VERT ORDER  -  FIRST     CLASS I
 NJ0276
 NJ0276.The horizontal coordinates were scaled from a topographic map and have
 NJ0276.an estimated accuracy of +/- 6 seconds.
 NJ0276
 NJ0276.The orthometric height was determined by differential leveling
 NJ0276.and adjusted by the National Geodetic Survey in June 1991..
 NJ0276
 NJ0276.The geoid height was determined by GEOID03.
 NJ0276
 NJ0276.The dynamic height is computed by dividing the NAVD 88
 NJ0276.geopotential number by the normal gravity value computed on the
 NJ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0276.degrees latitude (g = 980.6199 gals.).
 NJ0276
 NJ0276.The modeled gravity was interpolated from observed gravity values.
 NJ0276
 NJ0276;                    North         East    Units  Estimated Accuracy
 NJ0276;SPC IA N     - 1,109,050.    1,734,550.      MT  (+/- 180 meters Scaled)
 NJ0276
 NJ0276                          SUPERSEDED SURVEY CONTROL
 NJ0276
 NJ0276  NGVD 29 (??/??/92)  223.354  (m)          732.79   (f) ADJ UNCH    1 1
 NJ0276
 NJ0276.Superseded values are not recommended for survey control.
 NJ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0276.See file dsdata.txt to determine how the superseded data were derived.
 NJ0276
 NJ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH933019(NAD 83)
 NJ0276_MARKER: DB = BENCH MARK DISK
 NJ0276_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0276_SP_SET: ROCK LEDGE
 NJ0276_STAMPING: R 176 1970
 NJ0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0276+STABILITY: POSITION/ELEVATION WELL
 NJ0276
 NJ0276  HISTORY     - Date     Condition        Report By
 NJ0276  HISTORY     - 1970     MONUMENTED       NGS
 NJ0276  HISTORY     - 20030727 MARK NOT FOUND   USPSQD
 NJ0276
 NJ0276                          STATION DESCRIPTION
 NJ0276
 NJ0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0276'4.8 MI SE FROM DUBUQUE.
 NJ0276'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0276'AT DUBUQUE, THENCE 2.45 MILES SOUTH ALONG U.S. HIGHWAYS 52,
 NJ0276'61 AND 151, THENCE 1.8 MILES SOUTHEAST ALONG U.S. HIGHWAYS 52
 NJ0276'AND 67, 38 YARDS NORTHWEST OF A GATE AT THE ENTRANCE TO A
 NJ0276'FIELD, 43 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 NJ0276'SET ON THE TOP OF THE POINT OF A ROCK LEDGE AT THE FOOT OF A
 NJ0276'SMALL CLIFF, ABOUT 5 FEET ABOVE THE LEVEL OF THE GROUND, AND
 NJ0276'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 7,
 NJ0276'R 88N, R 3E.
 NJ0276
 NJ0276                          STATION RECOVERY (2003)
 NJ0276
 NJ0276'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0358 ***********************************************************************
 NJ0358  DESIGNATION -  R 177
 NJ0358  PID         -  NJ0358
 NJ0358  STATE/COUNTY-  IA/DUBUQUE
 NJ0358  USGS QUAD   -  SHERRILL (1972)
 NJ0358
 NJ0358                         *CURRENT SURVEY CONTROL
 NJ0358  ___________________________________________________________________
 NJ0358* NAD 83(1986)-  42 34 11.     (N)    090 48 22.     (W)     SCALED    
 NJ0358* NAVD 88     -       203.556  (meters)     667.83   (feet)  ADJUSTED  
 NJ0358  ___________________________________________________________________
 NJ0358  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 NJ0358  DYNAMIC HT  -         203.494 (meters)     667.63  (feet)  COMP
 NJ0358  MODELED GRAV-     980,315.8   (mgal)                       NAVD 88
 NJ0358
 NJ0358  VERT ORDER  -  FIRST     CLASS I
 NJ0358
 NJ0358.The horizontal coordinates were scaled from a topographic map and have
 NJ0358.an estimated accuracy of +/- 6 seconds.
 NJ0358
 NJ0358.The orthometric height was determined by differential leveling
 NJ0358.and adjusted by the National Geodetic Survey in June 1991..
 NJ0358
 NJ0358.The geoid height was determined by GEOID03.
 NJ0358
 NJ0358.The dynamic height is computed by dividing the NAVD 88
 NJ0358.geopotential number by the normal gravity value computed on the
 NJ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0358.degrees latitude (g = 980.6199 gals.).
 NJ0358
 NJ0358.The modeled gravity was interpolated from observed gravity values.
 NJ0358
 NJ0358;                    North         East    Units  Estimated Accuracy
 NJ0358;SPC IA N     - 1,122,340.    1,721,140.      MT  (+/- 180 meters Scaled)
 NJ0358
 NJ0358                          SUPERSEDED SURVEY CONTROL
 NJ0358
 NJ0358  NGVD 29 (??/??/92)  203.598  (m)          667.97   (f) ADJ UNCH    1 1
 NJ0358
 NJ0358.Superseded values are not recommended for survey control.
 NJ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0358.See file dsdata.txt to determine how the superseded data were derived.
 NJ0358
 NJ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH800153(NAD 83)
 NJ0358_MARKER: DB = BENCH MARK DISK
 NJ0358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0358_SP_SET: FOUNDATION
 NJ0358_STAMPING: R 177 1970
 NJ0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0358
 NJ0358  HISTORY     - Date     Condition        Report By
 NJ0358  HISTORY     - 1970     MONUMENTED       NGS
 NJ0358  HISTORY     - 20010331 GOOD             NGS
 NJ0358
 NJ0358                          STATION DESCRIPTION
 NJ0358
 NJ0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0358'5.4 MI W FROM SAGEVILLE.
 NJ0358'ABOUT 5.4 MILES WEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0358'FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE,
 NJ0358'17.6 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 NJ0358'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE FOUNDATION
 NJ0358'FOR A METAL GUARDRAIL ON A 170-FOOT LONG HIGHWAY BRIDGE, 0.5 FOOT
 NJ0358'SOUTHWEST OF THE GUARDRAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 NJ0358'THE HIGHWAY.  SECTION 35, T90N, R2E
 NJ0358
 NJ0358                          STATION RECOVERY (2001)
 NJ0358
 NJ0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0358'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0437 ***********************************************************************
 NJ0437  DESIGNATION -  R 178
 NJ0437  PID         -  NJ0437
 NJ0437  STATE/COUNTY-  IA/CLAYTON
 NJ0437  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0437
 NJ0437                         *CURRENT SURVEY CONTROL
 NJ0437  ___________________________________________________________________
 NJ0437* NAD 83(1986)-  42 40 07.     (N)    091 04 46.     (W)     SCALED    
 NJ0437* NAVD 88     -       364.863  (meters)    1197.05   (feet)  ADJUSTED  
 NJ0437  ___________________________________________________________________
 NJ0437  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 NJ0437  DYNAMIC HT  -         364.760 (meters)    1196.72  (feet)  COMP
 NJ0437  MODELED GRAV-     980,327.7   (mgal)                       NAVD 88
 NJ0437
 NJ0437  VERT ORDER  -  FIRST     CLASS I
 NJ0437
 NJ0437.The horizontal coordinates were scaled from a topographic map and have
 NJ0437.an estimated accuracy of +/- 6 seconds.
 NJ0437
 NJ0437.The orthometric height was determined by differential leveling
 NJ0437.and adjusted by the National Geodetic Survey in June 1991..
 NJ0437
 NJ0437.The geoid height was determined by GEOID03.
 NJ0437
 NJ0437.The dynamic height is computed by dividing the NAVD 88
 NJ0437.geopotential number by the normal gravity value computed on the
 NJ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0437.degrees latitude (g = 980.6199 gals.).
 NJ0437
 NJ0437.The modeled gravity was interpolated from observed gravity values.
 NJ0437
 NJ0437;                    North         East    Units  Estimated Accuracy
 NJ0437;SPC IA N     - 1,132,650.    1,698,390.      MT  (+/- 180 meters Scaled)
 NJ0437
 NJ0437                          SUPERSEDED SURVEY CONTROL
 NJ0437
 NJ0437  NGVD 29 (??/??/92)  364.910  (m)         1197.21   (f) ADJ UNCH    1 1
 NJ0437
 NJ0437.Superseded values are not recommended for survey control.
 NJ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0437.See file dsdata.txt to determine how the superseded data were derived.
 NJ0437
 NJ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH573258(NAD 83)
 NJ0437_MARKER: DB = BENCH MARK DISK
 NJ0437_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0437_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0437_STAMPING: R 178 1970
 NJ0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0437
 NJ0437  HISTORY     - Date     Condition        Report By
 NJ0437  HISTORY     - 1970     MONUMENTED       NGS
 NJ0437  HISTORY     - 1973     GOOD             NGS
 NJ0437  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 NJ0437
 NJ0437                          STATION DESCRIPTION
 NJ0437
 NJ0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0437'4.6 MI N FROM LUXEMBURG.
 NJ0437'ABOUT 4.65 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE HOLY
 NJ0437'TRINITY CHURCH AT LUXEMBURG, NEAR THE TOP OF A LONG HILL, 61
 NJ0437'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 40 1/2 FEET
 NJ0437'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, 105 FEET NORTH OF THE
 NJ0437'NORTH END OF THE NORTHEAST CONCRETE HEADWALL OF A CONCRETE
 NJ0437'CULVERT, 14 FEET NORTHEAST OF A CORNER FENCE POST, 1 FOOT
 NJ0437'NORTHWEST OF THE FENCE, 0.7 FOOT SOUTHEAST OF A METAL WITNESS
 NJ0437'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND BRAZED
 NJ0437'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 6 INCHES.  SECTION
 NJ0437'28, T 91N, R 2 W.  NOTE--THE PIPE RESTS ON SOLID ROCK ABOUT
 NJ0437'3 FEET BELOW THE SURFACE OF THE GROUND.
 NJ0437
 NJ0437                          STATION RECOVERY (1973)
 NJ0437
 NJ0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NJ0437'RECOVERED IN GOOD CONDITION.
 NJ0437
 NJ0437                          STATION RECOVERY (1998)
 NJ0437
 NJ0437'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0439 ***********************************************************************
 NJ0439  DESIGNATION -  R 178 RESET
 NJ0439  PID         -  NJ0439
 NJ0439  STATE/COUNTY-  IA/CLAYTON
 NJ0439  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0439
 NJ0439                         *CURRENT SURVEY CONTROL
 NJ0439  ___________________________________________________________________
 NJ0439* NAD 83(1986)-  42 40 07.     (N)    091 04 45.     (W)     SCALED    
 NJ0439* NAVD 88     -       366.52   (meters)    1202.5    (feet)  RESET     
 NJ0439  ___________________________________________________________________
 NJ0439  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 NJ0439
 NJ0439  VERT ORDER  -  THIRD
 NJ0439
 NJ0439.The horizontal coordinates were scaled from a topographic map and have
 NJ0439.an estimated accuracy of +/- 6 seconds.
 NJ0439
 NJ0439.The orthometric height was computed from unverified reset data.
 NJ0439
 NJ0439.The geoid height was determined by GEOID03.
 NJ0439
 NJ0439;                    North         East    Units  Estimated Accuracy
 NJ0439;SPC IA N     - 1,132,650.    1,698,420.      MT  (+/- 180 meters Scaled)
 NJ0439
 NJ0439                          SUPERSEDED SURVEY CONTROL
 NJ0439
 NJ0439.No superseded survey control is available for this station.
 NJ0439
 NJ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH574258(NAD 83)
 NJ0439_MARKER: DB = BENCH MARK DISK
 NJ0439_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NJ0439+WITH SETTING: INTO GROUND
 NJ0439_STAMPING: R 178 RESET 1973
 NJ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0439+STABILITY: SURFACE MOTION
 NJ0439
 NJ0439  HISTORY     - Date     Condition        Report By
 NJ0439  HISTORY     - 1973     MONUMENTED       NGS
 NJ0439
 NJ0439                          STATION DESCRIPTION
 NJ0439
 NJ0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NJ0439'4.6 MI N FROM LUXEMBURG.
 NJ0439'TO REACH THE BENCH MARK FROM THE HOLY TRINITY CHURCH AT LUXEMBURG,
 NJ0439'GO NORTH ON U.S. HIGHWAY 52 FOR 4.65 MILES TO A GATE, FIELD
 NJ0439'APPROACH AND THE BENCH MARK ON THE LEFT AND A PRIVATE DRIVE
 NJ0439'ON THE RIGHT, 15 FEET NORTH OF THE CENTER OF THE FIELD APPROACH,
 NJ0439'1 FOOT WEST OF THE FENCE AND 1 FOOT SOUTH OF A METAL WITNESS
 NJ0439'POST.  THE BENCH MARK IS A STANDARD DISK STAMPED R 178 RESET
 NJ0439'1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH
 NJ0439'A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 NJ0439'PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0393 ***********************************************************************
 NJ0393  DESIGNATION -  R 179
 NJ0393  PID         -  NJ0393
 NJ0393  STATE/COUNTY-  IA/CLAYTON
 NJ0393  USGS QUAD   -  GUTTENBERG (1978)
 NJ0393
 NJ0393                         *CURRENT SURVEY CONTROL
 NJ0393  ___________________________________________________________________
 NJ0393* NAD 83(1986)-  42 48 16.     (N)    091 06 27.     (W)     SCALED    
 NJ0393* NAVD 88     -       189.430  (meters)     621.49   (feet)  ADJUSTED  
 NJ0393  ___________________________________________________________________
 NJ0393  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 NJ0393  DYNAMIC HT  -         189.379 (meters)     621.32  (feet)  COMP
 NJ0393  MODELED GRAV-     980,347.4   (mgal)                       NAVD 88
 NJ0393
 NJ0393  VERT ORDER  -  FIRST     CLASS I
 NJ0393
 NJ0393.The horizontal coordinates were scaled from a topographic map and have
 NJ0393.an estimated accuracy of +/- 6 seconds.
 NJ0393
 NJ0393.The orthometric height was determined by differential leveling
 NJ0393.and adjusted by the National Geodetic Survey in June 1991..
 NJ0393
 NJ0393.The geoid height was determined by GEOID03.
 NJ0393
 NJ0393.The dynamic height is computed by dividing the NAVD 88
 NJ0393.geopotential number by the normal gravity value computed on the
 NJ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0393.degrees latitude (g = 980.6199 gals.).
 NJ0393
 NJ0393.The modeled gravity was interpolated from observed gravity values.
 NJ0393
 NJ0393;                    North         East    Units  Estimated Accuracy
 NJ0393;SPC IA N     - 1,147,660.    1,695,670.      MT  (+/- 180 meters Scaled)
 NJ0393
 NJ0393                          SUPERSEDED SURVEY CONTROL
 NJ0393
 NJ0393  NGVD 29 (??/??/92)  189.478  (m)          621.65   (f) ADJ UNCH    1 1
 NJ0393
 NJ0393.Superseded values are not recommended for survey control.
 NJ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0393.See file dsdata.txt to determine how the superseded data were derived.
 NJ0393
 NJ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH547408(NAD 83)
 NJ0393_MARKER: DB = BENCH MARK DISK
 NJ0393_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0393_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0393_STAMPING: R 179 1970
 NJ0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0393
 NJ0393  HISTORY     - Date     Condition        Report By
 NJ0393  HISTORY     - 1970     MONUMENTED       NGS
 NJ0393  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 NJ0393
 NJ0393                          STATION DESCRIPTION
 NJ0393
 NJ0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0393'1.7 MI N FROM GUTTENBERG.
 NJ0393'ABOUT 1.7 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0393'PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, 6 POLES SOUTH OF
 NJ0393'MILEPOST 80, 96 FEET SOUTH-SOUTHWEST OF THE CENTER OF A CROSSING
 NJ0393'OF THE RAILROAD AND A PAVED ROAD, 19.8 FEET WEST OF THE WEST RAIL
 NJ0393'OF THE MAIN TRACK, 102 FEET SOUTH OF THE CENTER LINE OF THE PAVED
 NJ0393'ROAD, 27.7 FEET EAST OF A FENCE, 3.8 FEET SOUTH OF A TELEPHONE
 NJ0393'POLE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 1/2 FOOT
 NJ0393'BELOW THE LEVEL OF THE TRACK, AND BRAZED ON THE TOP OF A 3-INCH
 NJ0393'IRON PIPE PROJECTING 2 INCHES.  SECTION 8, T92N, R2W.
 NJ0393
 NJ0393                          STATION RECOVERY (1998)
 NJ0393
 NJ0393'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK2149 ***********************************************************************
 MK2149  DESIGNATION -  R 180
 MK2149  PID         -  MK2149
 MK2149  STATE/COUNTY-  IA/HARRISON
 MK2149  USGS QUAD   -  LITTLE SIOUX (1970)
 MK2149
 MK2149                         *CURRENT SURVEY CONTROL
 MK2149  ___________________________________________________________________
 MK2149* NAD 83(1986)-  41 48 08.     (N)    096 02 40.     (W)     SCALED    
 MK2149* NAVD 88     -       318.648  (meters)    1045.43   (feet)  ADJUSTED  
 MK2149  ___________________________________________________________________
 MK2149  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 MK2149  DYNAMIC HT  -         318.520 (meters)    1045.01  (feet)  COMP
 MK2149  MODELED GRAV-     980,213.1   (mgal)                       NAVD 88
 MK2149
 MK2149  VERT ORDER  -  FIRST     CLASS II
 MK2149
 MK2149.The horizontal coordinates were scaled from a topographic map and have
 MK2149.an estimated accuracy of +/- 6 seconds.
 MK2149
 MK2149.The orthometric height was determined by differential leveling
 MK2149.and adjusted by the National Geodetic Survey in July 2002..
 MK2149
 MK2149.The geoid height was determined by GEOID03.
 MK2149
 MK2149.The dynamic height is computed by dividing the NAVD 88
 MK2149.geopotential number by the normal gravity value computed on the
 MK2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2149.degrees latitude (g = 980.6199 gals.).
 MK2149
 MK2149.The modeled gravity was interpolated from observed gravity values.
 MK2149
 MK2149;                    North         East    Units  Estimated Accuracy
 MK2149;SPC IA S     -   203,230.      288,570.      MT  (+/- 180 meters Scaled)
 MK2149
 MK2149                          SUPERSEDED SURVEY CONTROL
 MK2149
 MK2149  NAVD 88 (06/15/91)  318.665  (m)         1045.49   (f) UNKNOWN     1 2
 MK2149
 MK2149.Superseded values are not recommended for survey control.
 MK2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2149.See file dsdata.txt to determine how the superseded data were derived.
 MK2149
 MK2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM455320(NAD 83)
 MK2149_MARKER: DV = VERTICAL CONTROL DISK
 MK2149_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MK2149_SP_SET: GRAIN ELEVATOR
 MK2149_STAMPING: R 180 1989
 MK2149_MARK LOGO: NGS   
 MK2149_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK2149+STABILITY: POSITION/ELEVATION WELL
 MK2149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2149+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1997
 MK2149
 MK2149  HISTORY     - Date     Condition        Report By
 MK2149  HISTORY     - 1989     MONUMENTED       NGS
 MK2149  HISTORY     - 19971118 GOOD             NGS
 MK2149
 MK2149                          STATION DESCRIPTION
 MK2149
 MK2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2149'IN RIVER SIOUX, AT THE FARMERS COOP ELEVATOR, SET VERTICALLY IN THE
 MK2149'NORTH FACE OF THE EAST CONCRETE DOOR FRAME OF THE NORTH TRUCK ENTRANCE
 MK2149'INTO THE ELEVATOR, 2.1 M (6.9 FT) EAST OF THE CENTER OF THE ENTRANCE,
 MK2149'AND 1.1 M (3.6 FT) ABOVE THE GROUND SURFACE.
 MK2149
 MK2149                          STATION RECOVERY (1997)
 MK2149
 MK2149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 MK2149'0.2 KM (0.10 MI) SOUTHERLY ALONG 2ND STREET FROM THE POST OFFICE IN
 MK2149'LITTLE SIOUX, THENCE 1.7 KM (1.05 MI) WESTERLY ALONG STATE HIGHWAY
 MK2149'301, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG VINE STREET, SET
 MK2149'VERTICALLY IN THE NORTH FACE OF THE EAST CONCRETE DOOR FRAME OF THE
 MK2149'NORTH TRUCK ENTRANCE TO THE FARMERS COOP ELEVATOR, 36.1 M (118.4 FT)
 MK2149'WEST OF THE STREET CENTER, 2.1 M (6.9 FT) EAST OF THE CENTER OF THE
 MK2149'DOOR, AND 1.1 M (3.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1908 ***********************************************************************
 NM1908  DESIGNATION -  R 181
 NM1908  PID         -  NM1908
 NM1908  STATE/COUNTY-  IA/WOODBURY
 NM1908  USGS QUAD   -  SLOAN (1969)
 NM1908
 NM1908                         *CURRENT SURVEY CONTROL
 NM1908  ___________________________________________________________________
 NM1908* NAD 83(1986)-  42 14 36.     (N)    096 14 14.     (W)     SCALED    
 NM1908* NAVD 88     -       327.407  (meters)    1074.17   (feet)  ADJUSTED  
 NM1908  ___________________________________________________________________
 NM1908  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 NM1908  DYNAMIC HT  -         327.297 (meters)    1073.81  (feet)  COMP
 NM1908  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 NM1908
 NM1908  VERT ORDER  -  FIRST     CLASS II
 NM1908
 NM1908.The horizontal coordinates were scaled from a topographic map and have
 NM1908.an estimated accuracy of +/- 6 seconds.
 NM1908
 NM1908.The orthometric height was determined by differential leveling
 NM1908.and adjusted by the National Geodetic Survey in June 1991..
 NM1908
 NM1908.The geoid height was determined by GEOID03.
 NM1908
 NM1908.The dynamic height is computed by dividing the NAVD 88
 NM1908.geopotential number by the normal gravity value computed on the
 NM1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1908.degrees latitude (g = 980.6199 gals.).
 NM1908
 NM1908.The modeled gravity was interpolated from observed gravity values.
 NM1908
 NM1908;                    North         East    Units  Estimated Accuracy
 NM1908;SPC IA N     - 1,086,220.    1,274,130.      MT  (+/- 180 meters Scaled)
 NM1908
 NM1908                          SUPERSEDED SURVEY CONTROL
 NM1908
 NM1908.No superseded survey control is available for this station.
 NM1908
 NM1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM279804(NAD 83)
 NM1908_MARKER: I = METAL ROD
 NM1908_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NM1908_SP_SET: STAINLESS STEEL ROD
 NM1908_STAMPING: R 181 1989
 NM1908_MARK LOGO: NGS   
 NM1908_PROJECTION: FLUSH
 NM1908_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1908+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NM1908_ROD/PIPE-DEPTH: 15.2 meters
 NM1908
 NM1908  HISTORY     - Date     Condition        Report By
 NM1908  HISTORY     - 1989     MONUMENTED       NGS
 NM1908
 NM1908                          STATION DESCRIPTION
 NM1908
 NM1908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1908'2.0 KM (1.25 MI) NORTHWESTERLY ALONG THE CHICAGO AND NORTHWESTERN
 NM1908'RAILROAD FROM ITS JUNCTION WITH STATE HIGHWAY 141 IN SLOAN, 14.2 M
 NM1908'(46.6 FT) SOUTHWEST OF THE NEAR RAIL, 9.4 M (30.8 FT) NORTH OF THE
 NM1908'CENTER OF A GRAVELED ROAD, 0.7 M (2.3 FT) NORTHWEST OF A TELEPHONE
 NM1908'PEDESTAL, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST AND FENCE, AND
 NM1908'0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO DATUM
 NM1908'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1397 ***********************************************************************
 MJ1397  DESIGNATION -  R 182
 MJ1397  PID         -  MJ1397
 MJ1397  STATE/COUNTY-  IA/MILLS
 MJ1397  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ1397
 MJ1397                         *CURRENT SURVEY CONTROL
 MJ1397  ___________________________________________________________________
 MJ1397* NAD 83(1986)-  41 06 43.     (N)    095 49 04.     (W)     SCALED    
 MJ1397* NAVD 88     -       295.283  (meters)     968.77   (feet)  ADJUSTED  
 MJ1397  ___________________________________________________________________
 MJ1397  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 MJ1397  DYNAMIC HT  -         295.161 (meters)     968.37  (feet)  COMP
 MJ1397  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 MJ1397
 MJ1397  VERT ORDER  -  FIRST     CLASS II
 MJ1397
 MJ1397.The horizontal coordinates were scaled from a topographic map and have
 MJ1397.an estimated accuracy of +/- 6 seconds.
 MJ1397
 MJ1397.The orthometric height was determined by differential leveling
 MJ1397.and adjusted by the National Geodetic Survey in June 1991..
 MJ1397
 MJ1397.The geoid height was determined by GEOID03.
 MJ1397
 MJ1397.The dynamic height is computed by dividing the NAVD 88
 MJ1397.geopotential number by the normal gravity value computed on the
 MJ1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1397.degrees latitude (g = 980.6199 gals.).
 MJ1397
 MJ1397.The modeled gravity was interpolated from observed gravity values.
 MJ1397
 MJ1397;                    North         East    Units  Estimated Accuracy
 MJ1397;SPC IA S     -   126,070.      305,360.      MT  (+/- 180 meters Scaled)
 MJ1397
 MJ1397                          SUPERSEDED SURVEY CONTROL
 MJ1397
 MJ1397.No superseded survey control is available for this station.
 MJ1397
 MJ1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF634550(NAD 83)
 MJ1397_MARKER: I = METAL ROD
 MJ1397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1397_SP_SET: STAINLESS STEEL ROD
 MJ1397_STAMPING: R 182 1989
 MJ1397_MARK LOGO: NGS   
 MJ1397_PROJECTION: FLUSH
 MJ1397_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1397+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1397_ROD/PIPE-DEPTH: 6.1  meters
 MJ1397
 MJ1397  HISTORY     - Date     Condition        Report By
 MJ1397  HISTORY     - 1989     MONUMENTED       NGS
 MJ1397
 MJ1397                          STATION DESCRIPTION
 MJ1397
 MJ1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1397'10.6 KM (6.60 MI) NORTHERLY ALONG COUNTY ROAD L 31 FROM THE JUNCTION
 MJ1397'OF STATE HIGHWAY 385 BUSINESS IN PACIFIC JUNCTION, 52.2 M (171.3 FT)
 MJ1397'SOUTH OF THE CENTER OF A DRIVEWAY LEADING WEST TO THE GRAP RESIDENCE,
 MJ1397'18.9 M (62.0 FT) WEST OF THE CENTERLINE OF THE ROAD, 1.5 M (4.9 FT)
 MJ1397'NORTH OF A UTILITY POLE, 1.1 M (3.6 FT) SOUTHEAST OF THE SOUTHEAST
 MJ1397'CORNER OF A GARAGE, AND LEVEL WITH THE ROAD.  NOTE--ACCESS TO THE
 MJ1397'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9291 ***********************************************************************
 AE9291  DESIGNATION -  R 183
 AE9291  PID         -  AE9291
 AE9291  STATE/COUNTY-  IA/HARRISON
 AE9291  USGS QUAD   -  PISGAH (1971)
 AE9291
 AE9291                         *CURRENT SURVEY CONTROL
 AE9291  ___________________________________________________________________
 AE9291* NAD 83(1986)-  41 47 11.     (N)    095 55 52.     (W)     SCALED    
 AE9291* NAVD 88     -       354.080  (meters)    1161.68   (feet)  ADJUSTED  
 AE9291  ___________________________________________________________________
 AE9291  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AE9291  DYNAMIC HT  -         353.930 (meters)    1161.19  (feet)  COMP
 AE9291  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 AE9291
 AE9291  VERT ORDER  -  FIRST     CLASS II
 AE9291
 AE9291.The horizontal coordinates were scaled from a topographic map and have
 AE9291.an estimated accuracy of +/- 6 seconds.
 AE9291
 AE9291.The orthometric height was determined by differential leveling
 AE9291.and adjusted by the National Geodetic Survey in July 2002..
 AE9291
 AE9291.The geoid height was determined by GEOID03.
 AE9291
 AE9291.The dynamic height is computed by dividing the NAVD 88
 AE9291.geopotential number by the normal gravity value computed on the
 AE9291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9291.degrees latitude (g = 980.6199 gals.).
 AE9291
 AE9291.The modeled gravity was interpolated from observed gravity values.
 AE9291
 AE9291;                    North         East    Units  Estimated Accuracy
 AE9291;SPC IA S     -   201,210.      297,940.      MT  (+/- 180 meters Scaled)
 AE9291
 AE9291                          SUPERSEDED SURVEY CONTROL
 AE9291
 AE9291.No superseded survey control is available for this station.
 AE9291
 AE9291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG564302(NAD 83)
 AE9291_MARKER: I = METAL ROD
 AE9291_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9291_STAMPING: R 183 1997
 AE9291_MARK LOGO: NGS   
 AE9291_PROJECTION: FLUSH
 AE9291_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9291+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9291_ROD/PIPE-DEPTH: 13.4 meters
 AE9291_SLEEVE-DEPTH  : 0.9 meters
 AE9291
 AE9291  HISTORY     - Date     Condition        Report By
 AE9291  HISTORY     - 1997     MONUMENTED       NGS
 AE9291
 AE9291                          STATION DESCRIPTION
 AE9291
 AE9291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9291'5.2 KM (3.25 MI) EASTERLY ALONG MULBERRY STREET AND THEN 138TH TRAIL
 AE9291'FROM THE POST OFFICE IN LITTLE SIOUX, THENCE 3.2 KM (2.00 MI) EASTERLY
 AE9291'ALONG GENEVA PLACE, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG HILLSIDE
 AE9291'AVENUE, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG 154TH TRAIL, 88.0 M
 AE9291'(288.7 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO HOUSE
 AE9291'NUMBER 1959, 14.6 M (47.9 FT) NORTHEAST OF THE TRAIL CENTER, 14.5 M
 AE9291'(47.6 FT) NORTHWEST OF A UTILITY POLE WITH 4 GUY CABLES, 0.8 M (2.6
 AE9291'FT) SOUTH OF THE MOST NORTHWESTERLY OF 3 BRACED FENCE POSTS, 0.4 M
 AE9291'(1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 AE9291'ABOVE THE LEVEL OF THE TRAIL.  NOTE--ACCESS TO THE DATUM POINT IS
 AE9291'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE9291'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0156 ***********************************************************************
 OP0156  DESIGNATION -  R 19
 OP0156  PID         -  OP0156
 OP0156  STATE/COUNTY-  IA/EMMET
 OP0156  USGS QUAD   -  ESTHERVILLE (1972)
 OP0156
 OP0156                         *CURRENT SURVEY CONTROL
 OP0156  ___________________________________________________________________
 OP0156* NAD 83(1986)-  43 22 58.     (N)    094 49 35.     (W)     SCALED    
 OP0156* NAVD 88     -       392.669  (meters)    1288.28   (feet)  ADJUSTED  
 OP0156  ___________________________________________________________________
 OP0156  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 OP0156  DYNAMIC HT  -         392.559 (meters)    1287.92  (feet)  COMP
 OP0156  MODELED GRAV-     980,328.3   (mgal)                       NAVD 88
 OP0156
 OP0156  VERT ORDER  -  SECOND    CLASS 0
 OP0156
 OP0156.The horizontal coordinates were scaled from a topographic map and have
 OP0156.an estimated accuracy of +/- 6 seconds.
 OP0156
 OP0156.The orthometric height was determined by differential leveling
 OP0156.and adjusted by the National Geodetic Survey in June 1991..
 OP0156
 OP0156.The geoid height was determined by GEOID03.
 OP0156
 OP0156.The dynamic height is computed by dividing the NAVD 88
 OP0156.geopotential number by the normal gravity value computed on the
 OP0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0156.degrees latitude (g = 980.6199 gals.).
 OP0156
 OP0156.The modeled gravity was interpolated from observed gravity values.
 OP0156
 OP0156;                    North         East    Units  Estimated Accuracy
 OP0156;SPC IA N     - 1,209,990.    1,392,520.      MT  (+/- 180 meters Scaled)
 OP0156
 OP0156                          SUPERSEDED SURVEY CONTROL
 OP0156
 OP0156  NGVD 29 (??/??/92)  392.548  (m)         1287.88   (f) ADJ UNCH    2 0
 OP0156
 OP0156.Superseded values are not recommended for survey control.
 OP0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0156.See file dsdata.txt to determine how the superseded data were derived.
 OP0156
 OP0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ520049(NAD 83)
 OP0156_MARKER: DB = BENCH MARK DISK
 OP0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0156_STAMPING: R 19 1934
 OP0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0156+STABILITY: SURFACE MOTION
 OP0156
 OP0156  HISTORY     - Date     Condition        Report By
 OP0156  HISTORY     - 1934     MONUMENTED       CGS
 OP0156  HISTORY     - 1934     GOOD             NGS
 OP0156  HISTORY     - 1972     MARK NOT FOUND   USGS
 OP0156
 OP0156                          STATION DESCRIPTION
 OP0156
 OP0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0156'1.8 MI SE FROM ESTHERVILLE.
 OP0156'1.8 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 OP0156'FROM THE STATION AT ESTHERVILLE, EMMET COUNTY, 107 FEET NORTHWEST OF
 OP0156'THE JUNCTION WITH THE MINNEAPOLIS AND ST. LOUIS RAILROAD, 117 FEET
 OP0156'SOUTHEAST OF THE CENTERLINE OF A FARM ROAD, 37.5 FEET SOUTHEAST OF
 OP0156'MILEPOLE 205+20, 33 FEET SOUTHWEST OF THE SOUTHWEST END OF A 36-INCH
 OP0156'CONCRETE CULVERT, 30 FEET NORTHEAST OF THE CENTERLINE OF AN OLD
 OP0156'HIGHWAY, AND 24.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE CHICAGO,
 OP0156'ROCK ISLAND AND PACIFIC RAILWAY.  A STANDARD DISK, STAMPED R 19 1934
 OP0156'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 OP0156'GROUND.
 OP0156
 OP0156                          STATION RECOVERY (1972)
 OP0156
 OP0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0029 ***********************************************************************
 NL0029  DESIGNATION -  R 2
 NL0029  PID         -  NL0029
 NL0029  STATE/COUNTY-  IA/WEBSTER
 NL0029  USGS QUAD   -  FORT DODGE NORTH (1979)
 NL0029
 NL0029                         *CURRENT SURVEY CONTROL
 NL0029  ___________________________________________________________________
 NL0029* NAD 83(1986)-  42 30 12.     (N)    094 11 52.     (W)     SCALED    
 NL0029* NAVD 88     -       301.977  (meters)     990.74   (feet)  ADJUSTED  
 NL0029  ___________________________________________________________________
 NL0029  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 NL0029  DYNAMIC HT  -         301.881 (meters)     990.42  (feet)  COMP
 NL0029  MODELED GRAV-     980,296.8   (mgal)                       NAVD 88
 NL0029
 NL0029  VERT ORDER  -  FIRST     CLASS II
 NL0029
 NL0029.The horizontal coordinates were scaled from a topographic map and have
 NL0029.an estimated accuracy of +/- 6 seconds.
 NL0029
 NL0029.The orthometric height was determined by differential leveling
 NL0029.and adjusted by the National Geodetic Survey in June 1991..
 NL0029
 NL0029.The geoid height was determined by GEOID03.
 NL0029
 NL0029.The dynamic height is computed by dividing the NAVD 88
 NL0029.geopotential number by the normal gravity value computed on the
 NL0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0029.degrees latitude (g = 980.6199 gals.).
 NL0029
 NL0029.The modeled gravity was interpolated from observed gravity values.
 NL0029
 NL0029;                    North         East    Units  Estimated Accuracy
 NL0029;SPC IA N     - 1,111,680.    1,442,650.      MT  (+/- 180 meters Scaled)
 NL0029
 NL0029                          SUPERSEDED SURVEY CONTROL
 NL0029
 NL0029  NGVD 29 (??/??/92)  301.940  (m)          990.61   (f) ADJ UNCH    1 2
 NL0029
 NL0029.Superseded values are not recommended for survey control.
 NL0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0029.See file dsdata.txt to determine how the superseded data were derived.
 NL0029
 NL0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH015063(NAD 83)
 NL0029_MARKER: DB = BENCH MARK DISK
 NL0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0029_SP_SET: WATER TANK
 NL0029_STAMPING: 990.615 R 2 1930
 NL0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0029
 NL0029  HISTORY     - Date     Condition        Report By
 NL0029  HISTORY     - 1930     MONUMENTED       CGS
 NL0029  HISTORY     - 1953     GOOD             NGS
 NL0029
 NL0029                          STATION DESCRIPTION
 NL0029
 NL0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 NL0029'AT FORT DODGE.
 NL0029'AT FORT DODGE, WEBSTER COUNTY, AT THE QUAKER OATS CO. PLANT (NOW
 NL0029'OWNED BY CARGILL CO.) IN THE SOUTHEAST FOOTING OF THE WATER TANK,
 NL0029'AND 25 FEET WEST OF THE MINNEAPOLIS AND ST. LOUIS RAILROAD TRACK.
 NL0029'A STANDARD DISK, STAMPED 990 615 R 2 1930.  NOTE-- THE WATER TANK
 NL0029'HAS BEEN REMOVED BUT THE FOOTINGS AND DISC REMAIN.  THE MONUMENT IS
 NL0029'EAST OF FIRST STREET AND NORTH OF CENTRAL AVENUE IN A SMALL PARCEL
 NL0029'OF UNDEVELOPED LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0526 ***********************************************************************
 OP0526  DESIGNATION -  R 20
 OP0526  PID         -  OP0526
 OP0526  STATE/COUNTY-  IA/OSCEOLA
 OP0526  USGS QUAD   -  HARRIS (1970)
 OP0526
 OP0526                         *CURRENT SURVEY CONTROL
 OP0526  ___________________________________________________________________
 OP0526* NAD 83(1986)-  43 26 05.     (N)    095 29 47.     (W)     SCALED    
 OP0526* NAVD 88     -       477.768  (meters)    1567.48   (feet)  ADJUSTED  
 OP0526  ___________________________________________________________________
 OP0526  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 OP0526  DYNAMIC HT  -         477.642 (meters)    1567.06  (feet)  COMP
 OP0526  MODELED GRAV-     980,341.2   (mgal)                       NAVD 88
 OP0526
 OP0526  VERT ORDER  -  SECOND    CLASS 0
 OP0526
 OP0526.The horizontal coordinates were scaled from a topographic map and have
 OP0526.an estimated accuracy of +/- 6 seconds.
 OP0526
 OP0526.The orthometric height was determined by differential leveling
 OP0526.and adjusted by the National Geodetic Survey in June 1991..
 OP0526
 OP0526.The geoid height was determined by GEOID03.
 OP0526
 OP0526.The dynamic height is computed by dividing the NAVD 88
 OP0526.geopotential number by the normal gravity value computed on the
 OP0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0526.degrees latitude (g = 980.6199 gals.).
 OP0526
 OP0526.The modeled gravity was interpolated from observed gravity values.
 OP0526
 OP0526;                    North         East    Units  Estimated Accuracy
 OP0526;SPC IA N     - 1,216,820.    1,338,370.      MT  (+/- 180 meters Scaled)
 OP0526
 OP0526                          SUPERSEDED SURVEY CONTROL
 OP0526
 OP0526  NGVD 29 (??/??/92)  477.586  (m)         1566.88   (f) ADJ UNCH    2 0
 OP0526
 OP0526.Superseded values are not recommended for survey control.
 OP0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0526.See file dsdata.txt to determine how the superseded data were derived.
 OP0526
 OP0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ979121(NAD 83)
 OP0526_MARKER: DB = BENCH MARK DISK
 OP0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0526_STAMPING: R 20 1934
 OP0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0526+STABILITY: SURFACE MOTION
 OP0526
 OP0526  HISTORY     - Date     Condition        Report By
 OP0526  HISTORY     - 1934     MONUMENTED       CGS
 OP0526
 OP0526                          STATION DESCRIPTION
 OP0526
 OP0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0526'2.3 MI E FROM OCHEYEDAN.
 OP0526'2.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM
 OP0526'THE STATION AT OCHEYEDAN, OSCEOLA COUNTY, 0.6 MILE EAST OF THE
 OP0526'CROSSING OF STATE HIGHWAY 9, 6-1/2 POLES WEST OF MILEPOST 243, 1-1/2
 OP0526'POLES EAST OF MILEPOLE 243+20, 70 FEET NORTHWEST OF THE CENTER OF A
 OP0526'GRADE CROSSING, 67 FEET WEST OF THE CENTERLINE OF A GRADED CROSSROAD,
 OP0526'45.4 FEET NORTH OF THE NORTH RAIL, 31.7 FEET WEST OF THE CORNER OF A
 OP0526'WIRE FENCE, AND 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OP0526'DISK, STAMPED R 20 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0526'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0495 ***********************************************************************
 OP0495  DESIGNATION -  R 21
 OP0495  PID         -  OP0495
 OP0495  STATE/COUNTY-  IA/CLAY
 OP0495  USGS QUAD   -  SPIRIT LAKE SE (1970)
 OP0495
 OP0495                         *CURRENT SURVEY CONTROL
 OP0495  ___________________________________________________________________
 OP0495* NAD 83(1996)-  43 15 33.88071(N)    095 01 57.51509(W)     ADJUSTED  
 OP0495* NAVD 88     -       432.608  (meters)    1419.31   (feet)  ADJUSTED  
 OP0495  ___________________________________________________________________
 OP0495  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 OP0495  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 OP0495  DYNAMIC HT  -         432.474 (meters)    1418.88  (feet)  COMP
 OP0495  MODELED GRAV-     980,296.6   (mgal)                       NAVD 88
 OP0495
 OP0495  HORZ ORDER  -  SECOND
 OP0495  VERT ORDER  -  SECOND    CLASS 0
 OP0495
 OP0495.The horizontal coordinates were established by classical geodetic methods
 OP0495.and adjusted by the National Geodetic Survey in May 1999..
 OP0495
 OP0495.The orthometric height was determined by differential leveling
 OP0495.and adjusted by the National Geodetic Survey in June 1991..
 OP0495
 OP0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0495
 OP0495.The geoid height was determined by GEOID03.
 OP0495
 OP0495.The dynamic height is computed by dividing the NAVD 88
 OP0495.geopotential number by the normal gravity value computed on the
 OP0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0495.degrees latitude (g = 980.6199 gals.).
 OP0495
 OP0495.The modeled gravity was interpolated from observed gravity values.
 OP0495
 OP0495;                    North         East     Units Scale Factor Converg.
 OP0495;SPC IA N     - 1,196,564.019 1,375,560.814   MT  0.99999868   -1 02 19.5
 OP0495;UTM  15      - 4,791,628.581   335,019.142   MT  0.99993483   -1 23 35.8
 OP0495
 OP0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0495!SPC IA N     -   0.99993663  x   0.99999868  =   0.99993531
 OP0495!UTM  15      -   0.99993663  x   0.99993483  =   0.99987146
 OP0495
 OP0495                          SUPERSEDED SURVEY CONTROL
 OP0495
 OP0495  NAD 83(1996)-  43 15 33.88071(N)    095 01 57.51509(W) AD(       ) 2
 OP0495  NAD 83(1986)-  43 15 33.87637(N)    095 01 57.50351(W) AD(       ) 2
 OP0495  NAD 27      -  43 15 34.01218(N)    095 01 56.53676(W) AD(       ) 2
 OP0495  NGVD 29 (??/??/92)  432.468  (m)         1418.86   (f) ADJ UNCH    2 0
 OP0495
 OP0495.Superseded values are not recommended for survey control.
 OP0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0495.See file dsdata.txt to determine how the superseded data were derived.
 OP0495
 OP0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH3501991629(NAD 83)
 OP0495_MARKER: DB = BENCH MARK DISK
 OP0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0495_STAMPING: R 21 1934
 OP0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0495+STABILITY: SURFACE MOTION
 OP0495
 OP0495  HISTORY     - Date     Condition        Report By
 OP0495  HISTORY     - 1934     MONUMENTED       CGS
 OP0495  HISTORY     - 1971     GOOD             NGS
 OP0495  HISTORY     - 1971     GOOD             NGS
 OP0495
 OP0495                          STATION DESCRIPTION
 OP0495
 OP0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0495'4.5 MI SW FROM TERRIL.
 OP0495'IN CLAY COUNTY, 4.5 MILES SOUTHWEST ALONG THE MINNEAPOLIS AND ST.
 OP0495'LOUIS RAILROAD FROM THE STATION AT TERRIL, DICKINSON COUNTY, 448 YARDS
 OP0495'SOUTHWEST OF MILEPOST 187, 70 FEET SOUTHEAST OF THE CENTER OF A
 OP0495'SECTION-ROAD CROSSING, 60 FEET EAST OF THE CENTERLINE OF THE ROAD, 46
 OP0495'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 43 FEET
 OP0495'NORTHEAST OF A FENCE CORNER, AND 1.5 FEET NORTHWEST OF THE
 OP0495'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 21 1934 AND SET IN THE
 OP0495'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OP0495
 OP0495                          STATION RECOVERY (1971)
 OP0495
 OP0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OP0495'TO REACH THE STATION FROM THE POST OFFICE IN FOSTORIA, GO EAST
 OP0495'ON A PAVED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO
 OP0495'NORTH ON U.S. HIGHWAY 71 FOR 2 MILES TO A CROSSROAD.  TURN RIGHT
 OP0495'AND GO EAST ON COUNTY ROAD M 3 FOR 4.8 MILES TO A PLACE WHERE
 OP0495'COUNTY ROAD M 3 TURNS LEFT AND GOES NORTH AND A GRAVELED ROAD
 OP0495'GOES STRAIGHT AHEAD.  CONTINUE AHEAD AND GO EAST ON A GRAVELED
 OP0495'ROAD FOR 1 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTH ON A
 OP0495'GRAVELED ROAD FOR 0.25 MILE TO THE HIGHEST PART OF A HILL AND
 OP0495'STATION WHYNOT ON THE RIGHT.
 OP0495'
 OP0495'THE STATION MARK, A STANDARD DISK STAMPED R 21 1934, IS
 OP0495'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OP0495'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 64 FEET EAST OF THE
 OP0495'CENTER OF A GRAVELED ROAD, 51 FEET SOUTH OF THE SOUTH RAIL OF
 OP0495'A RAILROAD TRACK, 26.5 FEET EAST-NORTHEAST OF THE EAST GATE
 OP0495'POST OF A WIRE GATE AND 1 FOOT NORTH OF AN EAST-WEST WIRE FENCE.
 OP0495'
 OP0495'TO REACH BM R 21 FROM STATION WHYNOT, GO SOUTH ON
 OP0495'A GRAVELED ROAD FOR 0.4 MILE TO A RAILROAD TRACK AND BM R 21
 OP0495'ON THE LEFT.
 OP0495
 OP0495                          STATION RECOVERY (1971)
 OP0495
 OP0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OP0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0241 ***********************************************************************
 NL0241  DESIGNATION -  R 22
 NL0241  PID         -  NL0241
 NL0241  STATE/COUNTY-  IA/BUENA VISTA
 NL0241  USGS QUAD   -  VARINA (1979)
 NL0241
 NL0241                         *CURRENT SURVEY CONTROL
 NL0241  ___________________________________________________________________
 NL0241* NAD 83(1986)-  42 43 34.     (N)    094 55 27.     (W)     SCALED    
 NL0241* NAVD 88     -       392.186  (meters)    1286.70   (feet)  ADJUSTED  
 NL0241  ___________________________________________________________________
 NL0241  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 NL0241  DYNAMIC HT  -         392.053 (meters)    1286.26  (feet)  COMP
 NL0241  MODELED GRAV-     980,272.6   (mgal)                       NAVD 88
 NL0241
 NL0241  VERT ORDER  -  SECOND    CLASS 0
 NL0241
 NL0241.The horizontal coordinates were scaled from a topographic map and have
 NL0241.an estimated accuracy of +/- 6 seconds.
 NL0241
 NL0241.The orthometric height was determined by differential leveling
 NL0241.and adjusted by the National Geodetic Survey in June 1991..
 NL0241
 NL0241.The geoid height was determined by GEOID03.
 NL0241
 NL0241.The dynamic height is computed by dividing the NAVD 88
 NL0241.geopotential number by the normal gravity value computed on the
 NL0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0241.degrees latitude (g = 980.6199 gals.).
 NL0241
 NL0241.The modeled gravity was interpolated from observed gravity values.
 NL0241
 NL0241;                    North         East    Units  Estimated Accuracy
 NL0241;SPC IA N     - 1,137,180.    1,383,370.      MT  (+/- 180 meters Scaled)
 NL0241
 NL0241                          SUPERSEDED SURVEY CONTROL
 NL0241
 NL0241  NGVD 29 (??/??/92)  392.088  (m)         1286.38   (f) ADJ UNCH    2 0
 NL0241
 NL0241.Superseded values are not recommended for survey control.
 NL0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0241.See file dsdata.txt to determine how the superseded data were derived.
 NL0241
 NL0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH424321(NAD 83)
 NL0241_MARKER: DB = BENCH MARK DISK
 NL0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0241_STAMPING: R 22 1934
 NL0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0241+STABILITY: SURFACE MOTION
 NL0241
 NL0241  HISTORY     - Date     Condition        Report By
 NL0241  HISTORY     - 1934     MONUMENTED       CGS
 NL0241  HISTORY     - 1974     MARK NOT FOUND   NGS
 NL0241  HISTORY     - 1982     MARK NOT FOUND   NGS
 NL0241
 NL0241                          STATION DESCRIPTION
 NL0241
 NL0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0241'4 MI S FROM ALBERT CITY.
 NL0241'4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NL0241'RAILROAD FROM THE STATION AT ALBERT CITY, 3 POLES SOUTH OF
 NL0241'MILEPOST 125, 44.6 FEET WEST OF THE WEST RAIL, AND 3 FEET
 NL0241'EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 22
 NL0241'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 NL0241'INCHES ABOVE GROUND.
 NL0241
 NL0241                          STATION RECOVERY (1974)
 NL0241
 NL0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NL0241'MARK NOT FOUND.
 NL0241
 NL0241                          STATION RECOVERY (1982)
 NL0241
 NL0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NL0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0254 ***********************************************************************
 NL0254  DESIGNATION -  R 23
 NL0254  PID         -  NL0254
 NL0254  STATE/COUNTY-  IA/BUENA VISTA
 NL0254  USGS QUAD   -  NEWELL WEST (1979)
 NL0254
 NL0254                         *CURRENT SURVEY CONTROL
 NL0254  ___________________________________________________________________
 NL0254* NAD 83(1986)-  42 37 25.     (N)    095 05 56.     (W)     SCALED    
 NL0254* NAVD 88     -       399.687  (meters)    1311.31   (feet)  ADJUSTED  
 NL0254  ___________________________________________________________________
 NL0254  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 NL0254  DYNAMIC HT  -         399.549 (meters)    1310.85  (feet)  COMP
 NL0254  MODELED GRAV-     980,265.7   (mgal)                       NAVD 88
 NL0254
 NL0254  VERT ORDER  -  SECOND    CLASS 0
 NL0254
 NL0254.The horizontal coordinates were scaled from a topographic map and have
 NL0254.an estimated accuracy of +/- 6 seconds.
 NL0254
 NL0254.The orthometric height was determined by differential leveling
 NL0254.and adjusted by the National Geodetic Survey in June 1991..
 NL0254
 NL0254.The geoid height was determined by GEOID03.
 NL0254
 NL0254.The dynamic height is computed by dividing the NAVD 88
 NL0254.geopotential number by the normal gravity value computed on the
 NL0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0254.degrees latitude (g = 980.6199 gals.).
 NL0254
 NL0254.The modeled gravity was interpolated from observed gravity values.
 NL0254
 NL0254;                    North         East    Units  Estimated Accuracy
 NL0254;SPC IA N     - 1,126,050.    1,368,850.      MT  (+/- 180 meters Scaled)
 NL0254
 NL0254                          SUPERSEDED SURVEY CONTROL
 NL0254
 NL0254  NGVD 29 (??/??/92)  399.561  (m)         1310.89   (f) ADJ UNCH    2 0
 NL0254
 NL0254.Superseded values are not recommended for survey control.
 NL0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0254.See file dsdata.txt to determine how the superseded data were derived.
 NL0254
 NL0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH278211(NAD 83)
 NL0254_MARKER: DB = BENCH MARK DISK
 NL0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0254_STAMPING: R 23 1934
 NL0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0254+STABILITY: SURFACE MOTION
 NL0254
 NL0254  HISTORY     - Date     Condition        Report By
 NL0254  HISTORY     - 1934     MONUMENTED       CGS
 NL0254  HISTORY     - 1974     MARK NOT FOUND   NGS
 NL0254  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0254
 NL0254                          STATION DESCRIPTION
 NL0254
 NL0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0254'AT SULPHUR SPRINGS.
 NL0254'AT SULPHUR SPRINGS, 55 YARDS WEST OF THE ILLINOIS CENTRAL
 NL0254'RAILROAD STATION, 2.6 FEET NORTHWEST OF MILEPOST 423, AND 23.4
 NL0254'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD
 NL0254'DISK, STAMPED R 23 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0254'PROJECTING 1 INCH ABOVE GROUND.  NOTE-- IT WAS REPORTED IN
 NL0254'SEPTEMBER 1936 THAT THIS BENCH MARK HAD MOVED.
 NL0254
 NL0254                          STATION RECOVERY (1974)
 NL0254
 NL0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NL0254'MARK NOT FOUND.
 NL0254
 NL0254                          STATION RECOVERY (2000)
 NL0254
 NL0254'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0254'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0470 ***********************************************************************
 NL0470  DESIGNATION -  R 24
 NL0470  PID         -  NL0470
 NL0470  STATE/COUNTY-  IA/CHEROKEE
 NL0470  USGS QUAD   -  CHEROKEE NORTH (1971)
 NL0470
 NL0470                         *CURRENT SURVEY CONTROL
 NL0470  ___________________________________________________________________
 NL0470* NAD 83(1986)-  42 47 33.     (N)    095 36 46.     (W)     SCALED    
 NL0470* NAVD 88     -       427.474  (meters)    1402.47   (feet)  ADJUSTED  
 NL0470  ___________________________________________________________________
 NL0470  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 NL0470  DYNAMIC HT  -         427.336 (meters)    1402.02  (feet)  COMP
 NL0470  MODELED GRAV-     980,285.0   (mgal)                       NAVD 88
 NL0470
 NL0470  VERT ORDER  -  SECOND    CLASS 0
 NL0470
 NL0470.The horizontal coordinates were scaled from a topographic map and have
 NL0470.an estimated accuracy of +/- 6 seconds.
 NL0470
 NL0470.The orthometric height was determined by differential leveling
 NL0470.and adjusted by the National Geodetic Survey in June 1991..
 NL0470
 NL0470.The geoid height was determined by GEOID03.
 NL0470
 NL0470.The dynamic height is computed by dividing the NAVD 88
 NL0470.geopotential number by the normal gravity value computed on the
 NL0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0470.degrees latitude (g = 980.6199 gals.).
 NL0470
 NL0470.The modeled gravity was interpolated from observed gravity values.
 NL0470
 NL0470;                    North         East    Units  Estimated Accuracy
 NL0470;SPC IA N     - 1,145,730.    1,327,170.      MT  (+/- 180 meters Scaled)
 NL0470
 NL0470                          SUPERSEDED SURVEY CONTROL
 NL0470
 NL0470  NGVD 29 (??/??/92)  427.297  (m)         1401.89   (f) ADJ UNCH    2 0
 NL0470
 NL0470.Superseded values are not recommended for survey control.
 NL0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0470.See file dsdata.txt to determine how the superseded data were derived.
 NL0470
 NL0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH863410(NAD 83)
 NL0470_MARKER: DB = BENCH MARK DISK
 NL0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0470_STAMPING: R 24 1934
 NL0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0470+STABILITY: SURFACE MOTION
 NL0470
 NL0470  HISTORY     - Date     Condition        Report By
 NL0470  HISTORY     - 1934     MONUMENTED       CGS
 NL0470  HISTORY     - 1968     MARK NOT FOUND   NGS
 NL0470
 NL0470                          STATION DESCRIPTION
 NL0470
 NL0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0470'4.8 MI NW FROM CHEROKEE.
 NL0470'4.8 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 NL0470'THE STATION AT CHEROKEE, CHEROKEE COUNTY, 1.1 MILES EAST OF THE
 NL0470'STATION AT MERIDEN, 0.2 MILE EAST OF MILEPOST 456, AT A
 NL0470'QUARTER-SECTION-LINE ROAD CROSSING, 50 FEET WEST OF THE
 NL0470'CENTERLINE OF THE ROAD, 6 FEET EAST OF THE FIRST POLE WEST OF
 NL0470'THE CROSSING, 35.8 FEET SOUTH OF THE SOUTH RAIL, IN LINE WITH
 NL0470'A ROW OF POLES, AND 10.7 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 NL0470'A STANDARD DISK, STAMPED R 24 1934 AND SET IN THE TOP OF A
 NL0470'CONCRETE POST.
 NL0470
 NL0470                          STATION RECOVERY (1968)
 NL0470
 NL0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NL0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0504 ***********************************************************************
 NL0504  DESIGNATION -  R 25
 NL0504  PID         -  NL0504
 NL0504  STATE/COUNTY-  IA/CHEROKEE
 NL0504  USGS QUAD   -  WASHTA (1969)
 NL0504
 NL0504                         *CURRENT SURVEY CONTROL
 NL0504  ___________________________________________________________________
 NL0504* NAD 83(1986)-  42 34 34.     (N)    095 42 56.     (W)     SCALED    
 NL0504* NAVD 88     -       351.849  (meters)    1154.36   (feet)  ADJUSTED  
 NL0504  ___________________________________________________________________
 NL0504  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 NL0504  DYNAMIC HT  -         351.735 (meters)    1153.98  (feet)  COMP
 NL0504  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 NL0504
 NL0504  VERT ORDER  -  SECOND    CLASS 0
 NL0504
 NL0504.The horizontal coordinates were scaled from a topographic map and have
 NL0504.an estimated accuracy of +/- 6 seconds.
 NL0504
 NL0504.The orthometric height was determined by differential leveling
 NL0504.and adjusted by the National Geodetic Survey in June 1991..
 NL0504
 NL0504.The geoid height was determined by GEOID03.
 NL0504
 NL0504.The dynamic height is computed by dividing the NAVD 88
 NL0504.geopotential number by the normal gravity value computed on the
 NL0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0504.degrees latitude (g = 980.6199 gals.).
 NL0504
 NL0504.The modeled gravity was interpolated from observed gravity values.
 NL0504
 NL0504;                    North         East    Units  Estimated Accuracy
 NL0504;SPC IA N     - 1,121,910.    1,318,140.      MT  (+/- 180 meters Scaled)
 NL0504
 NL0504                          SUPERSEDED SURVEY CONTROL
 NL0504
 NL0504  NGVD 29 (??/??/92)  351.707  (m)         1153.89   (f) ADJ UNCH    2 0
 NL0504
 NL0504.Superseded values are not recommended for survey control.
 NL0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0504.See file dsdata.txt to determine how the superseded data were derived.
 NL0504
 NL0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH771173(NAD 83)
 NL0504_MARKER: DB = BENCH MARK DISK
 NL0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0504_STAMPING: 1153.892 R 25 1934
 NL0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0504+STABILITY: SURFACE MOTION
 NL0504
 NL0504  HISTORY     - Date     Condition        Report By
 NL0504  HISTORY     - 1934     MONUMENTED       CGS
 NL0504  HISTORY     - 1943     GOOD             NGS
 NL0504  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0504
 NL0504                          STATION DESCRIPTION
 NL0504
 NL0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0504'AT WASHTA.
 NL0504'AT WASHTA, CHEROKEE COUNTY, 170 YARDS NORTH OF THE ILLINOIS
 NL0504'CENTRAL RAILROAD STATION, 91 YARDS SOUTH OF A SIDETRACK SWITCH,
 NL0504'ACROSS A SIDETRACK FROM THE STOCKYARDS, 16 FEET WEST OF THE
 NL0504'WEST RAIL OF THE MAIN TRACK, AND 9.1 FEET EAST OF THE EAST RAIL
 NL0504'OF THE SIDETRACK.  A STANDARD DISK, STAMPED 1153.892 R 25 1934
 NL0504'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 NL0504'GROUND.
 NL0504
 NL0504                          STATION RECOVERY (2000)
 NL0504
 NL0504'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0504'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0585 ***********************************************************************
 OP0585  DESIGNATION -  R 26
 OP0585  PID         -  OP0585
 OP0585  STATE/COUNTY-  IA/O BRIEN
 OP0585  USGS QUAD   -  PRIMGHAR (1964)
 OP0585
 OP0585                         *CURRENT SURVEY CONTROL
 OP0585  ___________________________________________________________________
 OP0585* NAD 83(1986)-  43 06 23.     (N)    095 43 19.     (W)     SCALED    
 OP0585* NAVD 88     -       434.082  (meters)    1424.15   (feet)  ADJUSTED  
 OP0585  ___________________________________________________________________
 OP0585  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 OP0585  DYNAMIC HT  -         433.952 (meters)    1423.72  (feet)  COMP
 OP0585  MODELED GRAV-     980,307.9   (mgal)                       NAVD 88
 OP0585
 OP0585  VERT ORDER  -  SECOND    CLASS 0
 OP0585
 OP0585.The horizontal coordinates were scaled from a topographic map and have
 OP0585.an estimated accuracy of +/- 6 seconds.
 OP0585
 OP0585.The orthometric height was determined by differential leveling
 OP0585.and adjusted by the National Geodetic Survey in June 1991..
 OP0585
 OP0585.The geoid height was determined by GEOID03.
 OP0585
 OP0585.The dynamic height is computed by dividing the NAVD 88
 OP0585.geopotential number by the normal gravity value computed on the
 OP0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0585.degrees latitude (g = 980.6199 gals.).
 OP0585
 OP0585.The modeled gravity was interpolated from observed gravity values.
 OP0585
 OP0585;                    North         East    Units  Estimated Accuracy
 OP0585;SPC IA N     - 1,180,810.    1,319,160.      MT  (+/- 180 meters Scaled)
 OP0585
 OP0585                          SUPERSEDED SURVEY CONTROL
 OP0585
 OP0585  NGVD 29 (??/??/92)  433.889  (m)         1423.52   (f) ADJ UNCH    2 0
 OP0585
 OP0585.Superseded values are not recommended for survey control.
 OP0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0585.See file dsdata.txt to determine how the superseded data were derived.
 OP0585
 OP0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH785762(NAD 83)
 OP0585_MARKER: DB = BENCH MARK DISK
 OP0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0585_STAMPING: R 26 1934
 OP0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0585+STABILITY: SURFACE MOTION
 OP0585
 OP0585  HISTORY     - Date     Condition        Report By
 OP0585  HISTORY     - 1934     MONUMENTED       CGS
 OP0585
 OP0585                          STATION DESCRIPTION
 OP0585
 OP0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0585'4.9 MI NW FROM PRIMGHAR.
 OP0585'4.9 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 OP0585'STATION AT PRIMGHAR, OBRIEN COUNTY, 1.4 MILES SOUTHEAST OF THE STATION
 OP0585'AT ARCHER, 5 POLES SOUTHEAST OF MILEPOST CK 30, 125 YARDS SOUTHEAST OF
 OP0585'A ROAD CROSSING, 43.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 3.5
 OP0585'FEET NORTHEAST OF A FENCE.  A STANDARD DISK, STAMPED R 26 1934 AND SET
 OP0585'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0039 ***********************************************************************
 NL0039  DESIGNATION -  R 27
 NL0039  PID         -  NL0039
 NL0039  STATE/COUNTY-  IA/HUMBOLDT
 NL0039  USGS QUAD   -  BODE (1980)
 NL0039
 NL0039                         *CURRENT SURVEY CONTROL
 NL0039  ___________________________________________________________________
 NL0039* NAD 83(1986)-  42 46 10.     (N)    094 19 39.     (W)     SCALED    
 NL0039* NAVD 88     -       345.225  (meters)    1132.63   (feet)  ADJUSTED  
 NL0039  ___________________________________________________________________
 NL0039  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 NL0039  DYNAMIC HT  -         345.110 (meters)    1132.25  (feet)  COMP
 NL0039  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 NL0039
 NL0039  VERT ORDER  -  SECOND    CLASS 0
 NL0039
 NL0039.The horizontal coordinates were scaled from a topographic map and have
 NL0039.an estimated accuracy of +/- 6 seconds.
 NL0039
 NL0039.The orthometric height was determined by differential leveling
 NL0039.and adjusted by the National Geodetic Survey in June 1991..
 NL0039
 NL0039.The geoid height was determined by GEOID03.
 NL0039
 NL0039.The dynamic height is computed by dividing the NAVD 88
 NL0039.geopotential number by the normal gravity value computed on the
 NL0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0039.degrees latitude (g = 980.6199 gals.).
 NL0039
 NL0039.The modeled gravity was interpolated from observed gravity values.
 NL0039
 NL0039;                    North         East    Units  Estimated Accuracy
 NL0039;SPC IA N     - 1,141,340.    1,432,280.      MT  (+/- 180 meters Scaled)
 NL0039
 NL0039                          SUPERSEDED SURVEY CONTROL
 NL0039
 NL0039  NGVD 29 (??/??/92)  345.162  (m)         1132.42   (f) ADJ UNCH    2 0
 NL0039
 NL0039.Superseded values are not recommended for survey control.
 NL0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0039.See file dsdata.txt to determine how the superseded data were derived.
 NL0039
 NL0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH913360(NAD 83)
 NL0039_MARKER: DB = BENCH MARK DISK
 NL0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0039_STAMPING: R 27 1934
 NL0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0039+STABILITY: SURFACE MOTION
 NL0039
 NL0039  HISTORY     - Date     Condition        Report By
 NL0039  HISTORY     - 1934     MONUMENTED       CGS
 NL0039  HISTORY     - 1976     MARK NOT FOUND   USGS
 NL0039
 NL0039                          STATION DESCRIPTION
 NL0039
 NL0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0039'2 MI NW FROM RUTLAND.
 NL0039'2.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0039'FROM THE STATION AT RUTLAND, HUMBOLDT COUNTY, 75 YARDS SOUTHEAST
 NL0039'OF MILEPOST 123, 275 YARDS NORTHWEST OF A COUNTY-ROAD CROSSING,
 NL0039'110 YARDS NORTHWEST OF CULVERT 2559, 45.3 FEET SOUTHWEST OF THE
 NL0039'SOUTHWEST RAIL, AND 1.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 NL0039'A STANDARD DISK, STAMPED R 27 1934 AND SET IN THE TOP OF A CONCRETE
 NL0039'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 NL0039
 NL0039                          STATION RECOVERY (1976)
 NL0039
 NL0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NL0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0464 ***********************************************************************
 NK0464  DESIGNATION -  R 28
 NK0464  PID         -  NK0464
 NK0464  STATE/COUNTY-  IA/WRIGHT
 NK0464  USGS QUAD   -  DOWS WEST (1978)
 NK0464
 NK0464                         *CURRENT SURVEY CONTROL
 NK0464  ___________________________________________________________________
 NK0464* NAD 83(1986)-  42 44 18.     (N)    093 37 05.     (W)     SCALED    
 NK0464* NAVD 88     -       369.479  (meters)    1212.20   (feet)  ADJUSTED  
 NK0464  ___________________________________________________________________
 NK0464  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 NK0464  DYNAMIC HT  -         369.399 (meters)    1211.94  (feet)  COMP
 NK0464  MODELED GRAV-     980,391.4   (mgal)                       NAVD 88
 NK0464
 NK0464  VERT ORDER  -  SECOND    CLASS 0
 NK0464
 NK0464.The horizontal coordinates were scaled from a topographic map and have
 NK0464.an estimated accuracy of +/- 6 seconds.
 NK0464
 NK0464.The orthometric height was determined by differential leveling
 NK0464.and adjusted by the National Geodetic Survey in June 1991..
 NK0464
 NK0464.The geoid height was determined by GEOID03.
 NK0464
 NK0464.The dynamic height is computed by dividing the NAVD 88
 NK0464.geopotential number by the normal gravity value computed on the
 NK0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0464.degrees latitude (g = 980.6199 gals.).
 NK0464
 NK0464.The modeled gravity was interpolated from observed gravity values.
 NK0464
 NK0464;                    North         East    Units  Estimated Accuracy
 NK0464;SPC IA N     - 1,137,560.    1,490,330.      MT  (+/- 180 meters Scaled)
 NK0464
 NK0464                          SUPERSEDED SURVEY CONTROL
 NK0464
 NK0464  NGVD 29 (??/??/92)  369.481  (m)         1212.21   (f) ADJ UNCH    2 0
 NK0464
 NK0464.Superseded values are not recommended for survey control.
 NK0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0464.See file dsdata.txt to determine how the superseded data were derived.
 NK0464
 NK0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH494319(NAD 83)
 NK0464_MARKER: DB = BENCH MARK DISK
 NK0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0464_STAMPING: R 28 1934
 NK0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0464+STABILITY: SURFACE MOTION
 NK0464
 NK0464  HISTORY     - Date     Condition        Report By
 NK0464  HISTORY     - 1934     MONUMENTED       CGS
 NK0464
 NK0464                          STATION DESCRIPTION
 NK0464
 NK0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0464'3.2 MI W FROM ROWAN.
 NK0464'3.2 MILES WEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0464'THE STATION AT ROWAN, WRIGHT COUNTY, AT SOLBERG, 90 YARDS EAST
 NK0464'OF THE FIFTEENTH POLE WEST OF MILEPOST 338, 132 YARDS WEST OF
 NK0464'THE CROSSING OF STATE HIGHWAY 10, OPPOSITE THE ELEVATOR, 50.7
 NK0464'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND 1.2 FEET
 NK0464'SOUTH OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED R
 NK0464'28 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 NK0464'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0154 ***********************************************************************
 NK0154  DESIGNATION -  R 29
 NK0154  PID         -  NK0154
 NK0154  STATE/COUNTY-  IA/BUTLER
 NK0154  USGS QUAD   -  ALLISON (1972)
 NK0154
 NK0154                         *CURRENT SURVEY CONTROL
 NK0154  ___________________________________________________________________
 NK0154* NAD 83(1986)-  42 45 03.     (N)    092 47 44.     (W)     SCALED    
 NK0154* NAVD 88     -       318.996  (meters)    1046.57   (feet)  ADJUSTED  
 NK0154  ___________________________________________________________________
 NK0154  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 NK0154  DYNAMIC HT  -         318.881 (meters)    1046.20  (feet)  COMP
 NK0154  MODELED GRAV-     980,251.1   (mgal)                       NAVD 88
 NK0154
 NK0154  VERT ORDER  -  SECOND    CLASS 0
 NK0154
 NK0154.The horizontal coordinates were scaled from a topographic map and have
 NK0154.an estimated accuracy of +/- 6 seconds.
 NK0154
 NK0154.The orthometric height was determined by differential leveling
 NK0154.and adjusted by the National Geodetic Survey in June 1991..
 NK0154
 NK0154.The geoid height was determined by GEOID03.
 NK0154
 NK0154.The dynamic height is computed by dividing the NAVD 88
 NK0154.geopotential number by the normal gravity value computed on the
 NK0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0154.degrees latitude (g = 980.6199 gals.).
 NK0154
 NK0154.The modeled gravity was interpolated from observed gravity values.
 NK0154
 NK0154;                    North         East    Units  Estimated Accuracy
 NK0154;SPC IA N     - 1,139,180.    1,557,670.      MT  (+/- 180 meters Scaled)
 NK0154
 NK0154                          SUPERSEDED SURVEY CONTROL
 NK0154
 NK0154  NGVD 29 (??/??/92)  318.975  (m)         1046.50   (f) ADJ UNCH    2 0
 NK0154
 NK0154.Superseded values are not recommended for survey control.
 NK0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0154.See file dsdata.txt to determine how the superseded data were derived.
 NK0154
 NK0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH167331(NAD 83)
 NK0154_MARKER: DB = BENCH MARK DISK
 NK0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0154_STAMPING: R 29 1934
 NK0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0154+STABILITY: SURFACE MOTION
 NK0154
 NK0154  HISTORY     - Date     Condition        Report By
 NK0154  HISTORY     - 1934     MONUMENTED       CGS
 NK0154  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0154
 NK0154                          STATION DESCRIPTION
 NK0154
 NK0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0154'AT ALLISON.
 NK0154'AT ALLISON, BUTLER COUNTY, 138.5 FEET SOUTHEAST OF THE SOUTHEAST
 NK0154'CORNER OF THE CHICAGO GREAT WESTERN RAILROAD STATION, 64.4 FEET
 NK0154'WEST OF THE CENTER LINE OF STATE HIGHWAY 14, 51.3 FEET SOUTH OF
 NK0154'THE SOUTH RAIL OF THE PASSING TRACK, 31.2 FEET SOUTH OF THE SOUTH
 NK0154'RAIL OF THE MAIN TRACK, AND 19.2 FEET WEST OF THE WEST EDGE OF
 NK0154'THE SIDEWALK.  A STANDARD DISK, STAMPED R 29 1934 AND SET IN THE
 NK0154'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 NK0154
 NK0154                          STATION RECOVERY (1974)
 NK0154
 NK0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0068 ***********************************************************************
 MJ0068  DESIGNATION -  R 3
 MJ0068  PID         -  MJ0068
 MJ0068  STATE/COUNTY-  IA/BOONE
 MJ0068  USGS QUAD   -  RIPPEY (1982)
 MJ0068
 MJ0068                         *CURRENT SURVEY CONTROL
 MJ0068  ___________________________________________________________________
 MJ0068* NAD 83(1986)-  41 53 30.     (N)    094 08 47.     (W)     SCALED    
 MJ0068* NAVD 88     -       313.053  (meters)    1027.07   (feet)  ADJUSTED  
 MJ0068  ___________________________________________________________________
 MJ0068  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 MJ0068  DYNAMIC HT  -         312.949 (meters)    1026.73  (feet)  COMP
 MJ0068  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 MJ0068
 MJ0068  VERT ORDER  -  FIRST     CLASS II
 MJ0068
 MJ0068.The horizontal coordinates were scaled from a topographic map and have
 MJ0068.an estimated accuracy of +/- 6 seconds.
 MJ0068
 MJ0068.The orthometric height was determined by differential leveling
 MJ0068.and adjusted by the National Geodetic Survey in June 1991..
 MJ0068
 MJ0068.The geoid height was determined by GEOID03.
 MJ0068
 MJ0068.The dynamic height is computed by dividing the NAVD 88
 MJ0068.geopotential number by the normal gravity value computed on the
 MJ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0068.degrees latitude (g = 980.6199 gals.).
 MJ0068
 MJ0068.The modeled gravity was interpolated from observed gravity values.
 MJ0068
 MJ0068;                    North         East    Units  Estimated Accuracy
 MJ0068;SPC IA N     - 1,043,710.    1,446,350.      MT  (+/- 180 meters Scaled)
 MJ0068
 MJ0068                          SUPERSEDED SURVEY CONTROL
 MJ0068
 MJ0068  NGVD 29 (??/??/92)  313.026  (m)         1026.99   (f) ADJ UNCH    1 2
 MJ0068
 MJ0068.Superseded values are not recommended for survey control.
 MJ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0068.See file dsdata.txt to determine how the superseded data were derived.
 MJ0068
 MJ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG048383(NAD 83)
 MJ0068_MARKER: DB = BENCH MARK DISK
 MJ0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0068_SP_SET: CULVERT
 MJ0068_STAMPING: 1026.986 R 3 1930
 MJ0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0068
 MJ0068  HISTORY     - Date     Condition        Report By
 MJ0068  HISTORY     - 1930     MONUMENTED       CGS
 MJ0068  HISTORY     - 1934     GOOD             NGS
 MJ0068  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0068
 MJ0068                          STATION DESCRIPTION
 MJ0068
 MJ0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MJ0068'AT ANGUS.
 MJ0068'AT ANGUS, 1/2 MILE NORTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS
 MJ0068'RAILROAD FROM THE STATION, 1/2 MILE SOUTHWEST OF MILEPOST 269,
 MJ0068'200 FEET SOUTHWEST OF A ROAD CROSSING, 70 FEET WEST OF A
 MJ0068'NORTH-AND-SOUTH ROAD, AND IN THE TOP OF THE SOUTHEAST END OF A
 MJ0068'CULVERT.  A STANDARD DISK, STAMPED 1026.986 R 3 1930.
 MJ0068
 MJ0068                          STATION RECOVERY (1980)
 MJ0068
 MJ0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0131 ***********************************************************************
 NK0131  DESIGNATION -  R 30
 NK0131  PID         -  NK0131
 NK0131  STATE/COUNTY-  IA/GRUNDY
 NK0131  USGS QUAD   -  HOLLAND (1979)
 NK0131
 NK0131                         *CURRENT SURVEY CONTROL
 NK0131  ___________________________________________________________________
 NK0131* NAD 83(1986)-  42 24 44.     (N)    092 50 28.     (W)     SCALED    
 NK0131* NAVD 88     -       314.293  (meters)    1031.14   (feet)  ADJUSTED  
 NK0131  ___________________________________________________________________
 NK0131  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 NK0131  DYNAMIC HT  -         314.170 (meters)    1030.74  (feet)  COMP
 NK0131  MODELED GRAV-     980,224.0   (mgal)                       NAVD 88
 NK0131
 NK0131  VERT ORDER  -  SECOND    CLASS 0
 NK0131
 NK0131.The horizontal coordinates were scaled from a topographic map and have
 NK0131.an estimated accuracy of +/- 6 seconds.
 NK0131
 NK0131.The orthometric height was determined by differential leveling
 NK0131.and adjusted by the National Geodetic Survey in June 1991..
 NK0131
 NK0131.The geoid height was determined by GEOID03.
 NK0131
 NK0131.The dynamic height is computed by dividing the NAVD 88
 NK0131.geopotential number by the normal gravity value computed on the
 NK0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0131.degrees latitude (g = 980.6199 gals.).
 NK0131
 NK0131.The modeled gravity was interpolated from observed gravity values.
 NK0131
 NK0131;                    North         East    Units  Estimated Accuracy
 NK0131;SPC IA N     - 1,101,540.    1,554,230.      MT  (+/- 180 meters Scaled)
 NK0131
 NK0131                          SUPERSEDED SURVEY CONTROL
 NK0131
 NK0131  NGVD 29 (??/??/92)  314.266  (m)         1031.05   (f) ADJ UNCH    2 0
 NK0131
 NK0131.Superseded values are not recommended for survey control.
 NK0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0131.See file dsdata.txt to determine how the superseded data were derived.
 NK0131
 NK0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG130955(NAD 83)
 NK0131_MARKER: DB = BENCH MARK DISK
 NK0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0131_STAMPING: R 30 1934
 NK0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0131+STABILITY: SURFACE MOTION
 NK0131
 NK0131  HISTORY     - Date     Condition        Report By
 NK0131  HISTORY     - 1934     MONUMENTED       CGS
 NK0131  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0131
 NK0131                          STATION DESCRIPTION
 NK0131
 NK0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0131'2 MI NW FROM HOLLAND.
 NK0131'2 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0131'RAILWAY FROM THE STATION AT HOLLAND, GRUNDY COUNTY, 44 FEET
 NK0131'NORTHEAST OF THE NORTHEAST RAIL, AND 2 FEET SOUTHWEST OF THE
 NK0131'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 30 1934 AND SET
 NK0131'IN THE TOP OF A CONCRETE POST PROJECTNG ABOUT 6 INCHES ABOVE
 NK0131'GROUND.
 NK0131
 NK0131                          STATION RECOVERY (1974)
 NK0131
 NK0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0427 ***********************************************************************
 NK0427  CBN         -  This is a Cooperative Base Network Control Station.
 NK0427  DESIGNATION -  R 31
 NK0427  PID         -  NK0427
 NK0427  STATE/COUNTY-  IA/HAMILTON
 NK0427  USGS QUAD   -  WILLIAMS (1978)
 NK0427
 NK0427                         *CURRENT SURVEY CONTROL
 NK0427  ___________________________________________________________________
 NK0427* NAD 83(1996)-  42 29 00.05588(N)    093 37 03.17009(W)     ADJUSTED  
 NK0427* NAVD 88     -       372.625  (meters)    1222.52   (feet)  ADJUSTED  
 NK0427  ___________________________________________________________________
 NK0427  X           -    -297,256.194 (meters)                     COMP
 NK0427  Y           -  -4,701,773.479 (meters)                     COMP
 NK0427  Z           -   4,285,584.208 (meters)                     COMP
 NK0427  LAPLACE CORR-          -8.14  (seconds)                    DEFLEC99
 NK0427  ELLIP HEIGHT-         345.54  (meters)          (06/15/04) GPS OBS
 NK0427  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 NK0427  DYNAMIC HT  -         372.540 (meters)    1222.24  (feet)  COMP
 NK0427  MODELED GRAV-     980,381.4   (mgal)                       NAVD 88
 NK0427
 NK0427  HORZ ORDER  -  B
 NK0427  VERT ORDER  -  SECOND    CLASS 0
 NK0427  ELLP ORDER  -  FOURTH    CLASS I
 NK0427
 NK0427.The horizontal coordinates were established by GPS observations
 NK0427.and adjusted by the National Geodetic Survey in August 1997..
 NK0427
 NK0427.The orthometric height was determined by differential leveling
 NK0427.and adjusted by the National Geodetic Survey in June 1991..
 NK0427
 NK0427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0427
 NK0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0427
 NK0427.The ellipsoidal height was determined by GPS observations
 NK0427.and is referenced to NAD 83.
 NK0427
 NK0427.The geoid height was determined by GEOID03.
 NK0427
 NK0427.The dynamic height is computed by dividing the NAVD 88
 NK0427.geopotential number by the normal gravity value computed on the
 NK0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0427.degrees latitude (g = 980.6199 gals.).
 NK0427
 NK0427.The modeled gravity was interpolated from observed gravity values.
 NK0427
 NK0427;                    North         East     Units Scale Factor Converg.
 NK0427;SPC IA N     - 1,109,233.250 1,490,335.651   MT  0.99995052   -0 04 46.8
 NK0427;UTM  15      - 4,703,628.899   449,244.982   MT  0.99963169   -0 25 01.5
 NK0427
 NK0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0427!SPC IA N     -   0.99994581  x   0.99995052  =   0.99989633
 NK0427!UTM  15      -   0.99994581  x   0.99963169  =   0.99957752
 NK0427
 NK0427                          SUPERSEDED SURVEY CONTROL
 NK0427
 NK0427  ELLIP H (08/25/97)  345.58   (m)                       GP(       ) 4 1
 NK0427  NAD 83(1986)-  42 29 00.05720(N)    093 37 03.16705(W) AD(       ) 3
 NK0427  NAVD 88 (08/25/97)  372.62   (m)         1222.5    (f) LEVELING    3  
 NK0427  NGVD 29 (??/??/92)  372.632  (m)         1222.54   (f) ADJ UNCH    2 0
 NK0427
 NK0427.Superseded values are not recommended for survey control.
 NK0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0427.See file dsdata.txt to determine how the superseded data were derived.
 NK0427
 NK0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4924503629(NAD 83)
 NK0427_MARKER: DB = BENCH MARK DISK
 NK0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0427_SP_SET: CONCRETE POST
 NK0427_STAMPING: R 31 1934
 NK0427_MARK LOGO: CGS   
 NK0427_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0427+STABILITY: SURFACE MOTION
 NK0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0427+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 NK0427
 NK0427  HISTORY     - Date     Condition        Report By
 NK0427  HISTORY     - 1934     MONUMENTED       CGS
 NK0427  HISTORY     - 19890602 GOOD             NGS
 NK0427  HISTORY     - 19950629 GOOD             IADT
 NK0427  HISTORY     - 20021031 GOOD             JCLS
 NK0427  HISTORY     - 20050509 GOOD             INDIV
 NK0427
 NK0427                          STATION DESCRIPTION
 NK0427
 NK0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0427'1.1 MI E FROM BLAIRSBURG.
 NK0427'1.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NK0427'STATION AT BLAIRSBURG, 72 FEET WEST OF THE CENTERLINE OF A
 NK0427'SECTION ROAD, 45.2 FEET NORTH OF THE NORTH RAIL, AND 2.8 FEET
 NK0427'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 NK0427'R 31 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 NK0427'INCHES ABOVE GROUND.
 NK0427
 NK0427                          STATION RECOVERY (1989)
 NK0427
 NK0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NK0427'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) EAST OF WEBSTER CITY,
 NK0427'1.6 KM (1.00 MI) EAST OF BLAIRSBURG AND 4.0 KM (2.50 MI)
 NK0427'WEST-NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 35 AND US HIGHWAY
 NK0427'20.  OWNERSHIP--CHICAGO AND NORTHWESTERN RAILROAD, 229 NORTH 3RD
 NK0427'STREET, LAURENS, IA 50554, PHONE 712-845-4582.
 NK0427'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 (EXIT
 NK0427'144) AND WEBSTER CITY-WILLIAMS ROAD (OLD US HIGHWAY 20), EAST OF
 NK0427'WEBSTER CITY, GO EAST ON WEBSTER CITY-WILLIAMS ROAD FOR 4.0 KM
 NK0427'(2.50 MI) TO THE JUNCTION OF A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT
 NK0427'AND GO NORTH ON THE GRAVEL ROAD FOR 1.36 KM (0.85 MI) TO THE STATION
 NK0427'ON THE LEFT, ON THE NORTH SIDE OF THE RAILROAD TRACKS AND ON THE SOUTH
 NK0427'SIDE OF A BARBED WIRE FENCE.
 NK0427'THE STATION IS A STANDARD CGS BENCHMARK DISK PROJECTING ABOUT 6-INCHES
 NK0427'ABOVE THE GROUND.  LOCATED 22.4 M (73.5 FT) WEST OF THE CENTER OF THE
 NK0427'GRAVEL ROAD, 13.5 M (44.3 FT) NORTH OF THE NORTH RAIL OF THE TRACKS,
 NK0427'12.2 M (40.0 FT) NORTHWEST OF A UTILITY POLE, 0.9 M (3.0 FT) SOUTH OF
 NK0427'A BARBED WIRE FENCE AND 0.3 M (1.0 FT) EAST OF A FIBERGLASS WITNESS
 NK0427'POST.
 NK0427'DESCRIBED BY M. L. MCCREADY.
 NK0427
 NK0427                          STATION RECOVERY (1995)
 NK0427
 NK0427'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1995 (YAO)
 NK0427'RECOVERED AS DESCRIBED IN 1996 BY IOWA DOT.  THE RAILROAD IS NOW OWNED
 NK0427'BY CHICAGO CENTRAL AND PACIFIC RR, 402 EAST 4TH ST., BOX 1800,
 NK0427'WATERLOO, IOWA 50703.  PHONE-- (319) 236-9200.  LOCATED IN THE
 NK0427'NORTHEAST 1/4 OF SECTION 36, T 89 N, R 24 W.
 NK0427
 NK0427                          STATION RECOVERY (2002)
 NK0427
 NK0427'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 NK0427'RECOVERED IN GOOD CONDITION.
 NK0427
 NK0427                          STATION RECOVERY (2005)
 NK0427
 NK0427'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MLS)
 NK0427'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0399 ***********************************************************************
 MH0399  DESIGNATION -  R 33
 MH0399  PID         -  MH0399
 MH0399  STATE/COUNTY-  IA/STORY
 MH0399  USGS QUAD   -  HUXLEY (1975)
 MH0399
 MH0399                         *CURRENT SURVEY CONTROL
 MH0399  ___________________________________________________________________
 MH0399* NAD 83(1986)-  41 53 47.     (N)    093 31 29.     (W)     SCALED    
 MH0399* NAVD 88     -       260.534  (meters)     854.77   (feet)  ADJUSTED  
 MH0399  ___________________________________________________________________
 MH0399  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 MH0399  DYNAMIC HT  -         260.428 (meters)     854.42  (feet)  COMP
 MH0399  MODELED GRAV-     980,209.4   (mgal)                       NAVD 88
 MH0399
 MH0399  VERT ORDER  -  SECOND    CLASS 0
 MH0399
 MH0399.The horizontal coordinates were scaled from a topographic map and have
 MH0399.an estimated accuracy of +/- 6 seconds.
 MH0399
 MH0399.The orthometric height was determined by differential leveling
 MH0399.and adjusted by the National Geodetic Survey in June 1991..
 MH0399
 MH0399.The geoid height was determined by GEOID03.
 MH0399
 MH0399.The dynamic height is computed by dividing the NAVD 88
 MH0399.geopotential number by the normal gravity value computed on the
 MH0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0399.degrees latitude (g = 980.6199 gals.).
 MH0399
 MH0399.The modeled gravity was interpolated from observed gravity values.
 MH0399
 MH0399;                    North         East    Units  Estimated Accuracy
 MH0399;SPC IA N     - 1,044,030.    1,497,950.      MT  (+/- 180 meters Scaled)
 MH0399
 MH0399                          SUPERSEDED SURVEY CONTROL
 MH0399
 MH0399  NGVD 29 (??/??/92)  260.514  (m)          854.70   (f) ADJ UNCH    2 0
 MH0399
 MH0399.Superseded values are not recommended for survey control.
 MH0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0399.See file dsdata.txt to determine how the superseded data were derived.
 MH0399
 MH0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG564384(NAD 83)
 MH0399_MARKER: DB = BENCH MARK DISK
 MH0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0399_STAMPING: R 33 1934
 MH0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0399+STABILITY: SURFACE MOTION
 MH0399
 MH0399  HISTORY     - Date     Condition        Report By
 MH0399  HISTORY     - 1934     MONUMENTED       CGS
 MH0399  HISTORY     - 1971     MARK NOT FOUND   NGS
 MH0399
 MH0399                          STATION DESCRIPTION
 MH0399
 MH0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0399'AT CAMBRIDGE.
 MH0399'AT CAMBRIDGE, STORY COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 MH0399'PACIFIC RAILWAY, 79 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 MH0399'THE STATION, 71.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MH0399'SMALL GARAGE, AND 33 FEET EAST OF THE EAST RAIL.  A STANDARD
 MH0399'DISK, STAMPED R 33 1934 AND SET IN THE TOP OF A CONCRETE POST
 MH0399'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 MH0399
 MH0399                          STATION RECOVERY (1971)
 MH0399
 MH0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MH0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0651 ***********************************************************************
 OO0651  DESIGNATION -  R 35
 OO0651  PID         -  OO0651
 OO0651  STATE/COUNTY-  IA/WORTH
 OO0651  USGS QUAD   -  MANLY (1972)
 OO0651
 OO0651                         *CURRENT SURVEY CONTROL
 OO0651  ___________________________________________________________________
 OO0651* NAD 83(1996)-  43 21 54.11759(N)    093 07 33.51895(W)     ADJUSTED  
 OO0651* NAVD 88     -       370.500  (meters)    1215.55   (feet)  ADJUSTED  
 OO0651  ___________________________________________________________________
 OO0651  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 OO0651  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 OO0651  DYNAMIC HT  -         370.430 (meters)    1215.32  (feet)  COMP
 OO0651  MODELED GRAV-     980,419.8   (mgal)                       NAVD 88
 OO0651
 OO0651  HORZ ORDER  -  SECOND
 OO0651  VERT ORDER  -  SECOND    CLASS 0
 OO0651
 OO0651.The horizontal coordinates were established by classical geodetic methods
 OO0651.and adjusted by the National Geodetic Survey in May 1999..
 OO0651
 OO0651.The orthometric height was determined by differential leveling
 OO0651.and adjusted by the National Geodetic Survey in June 1991..
 OO0651
 OO0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0651
 OO0651.The geoid height was determined by GEOID03.
 OO0651
 OO0651.The dynamic height is computed by dividing the NAVD 88
 OO0651.geopotential number by the normal gravity value computed on the
 OO0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0651.degrees latitude (g = 980.6199 gals.).
 OO0651
 OO0651.The modeled gravity was interpolated from observed gravity values.
 OO0651
 OO0651;                    North         East     Units Scale Factor Converg.
 OO0651;SPC IA N     - 1,207,237.559 1,530,317.486   MT  1.00001946   +0 15 12.6
 OO0651;UTM  15      - 4,801,360.055   489,792.777   MT  0.99960128   -0 05 11.4
 OO0651
 OO0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0651!SPC IA N     -   0.99994640  x   1.00001946  =   0.99996586
 OO0651!UTM  15      -   0.99994640  x   0.99960128  =   0.99954770
 OO0651
 OO0651|---------------------------------------------------------------------|
 OO0651| PID    Reference Object                     Distance      Geod. Az  |
 OO0651|                                                           dddmmss.s |
 OO0651| OO1134 BOLAN                                 9.288 METERS 04124     |
 OO0651| OO1133 KENSETT                             APPROX. 7.1 KM 2552930.0 |
 OO0651|---------------------------------------------------------------------|
 OO0651
 OO0651                          SUPERSEDED SURVEY CONTROL
 OO0651
 OO0651  NAD 83(1996)-  43 21 54.11759(N)    093 07 33.51895(W) AD(       ) 2
 OO0651  NAD 83(1986)-  43 21 54.10971(N)    093 07 33.51514(W) AD(       ) 2
 OO0651  NAD 27      -  43 21 54.25526(N)    093 07 32.79875(W) AD(       ) 2
 OO0651  NGVD 29 (??/??/92)  370.512  (m)         1215.59   (f) ADJ UNCH    2 0
 OO0651
 OO0651.Superseded values are not recommended for survey control.
 OO0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0651.See file dsdata.txt to determine how the superseded data were derived.
 OO0651
 OO0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8979301360(NAD 83)
 OO0651_MARKER: DB = BENCH MARK DISK
 OO0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0651_STAMPING: R 35 1934
 OO0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0651+STABILITY: SURFACE MOTION
 OO0651
 OO0651  HISTORY     - Date     Condition        Report By
 OO0651  HISTORY     - 1971     MONUMENTED       NGS
 OO0651  HISTORY     - 1971     GOOD             NGS
 OO0651
 OO0651                          STATION DESCRIPTION
 OO0651
 OO0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0651'THE STATION IS LOCATED 6.5 MILES SOUTHEAST OF NORTHWOOD,
 OO0651'7 MILES NORTHEAST OF MANLY, 5 MILES NORTHEAST OF KENSETT
 OO0651'AND 4 MILES NORTHWEST OF GRAFTON.  IT IS IN THE NORTHEAST
 OO0651'1/4 OF SECTION 30, T 99 N, R 19 W.
 OO0651'
 OO0651'TO REACH THE STATION FROM THE KENSETT POST OFFICE, GO NORTH
 OO0651'ON A PAVED STREET FOR 0.15 MILE TO A PAVED ROAD.  TURN RIGHT
 OO0651'AND GO EAST ON THE PAVED ROAD FOR 4.3 MILES TO A CROSSROAD.
 OO0651'TURN LEFT ON PAVED ROAD AND GO NORTH FOR 0.65 MILE TO A
 OO0651'RAILROAD CROSSING.  CROSS OVER RAILROAD TRACKS AND TURN
 OO0651'SHARP LEFT ALONG THE WEST SIDE OF TRACKS AND GO SOUTHWEST
 OO0651'FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 OO0651'
 OO0651'BENCH MARK R 35 IS A STANDARD DISK STAMPED R 35 1934, SET
 OO0651'IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS
 OO0651'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET NORTHWEST
 OO0651'OF THE NORTHWEST RAIL OF THE RAILROAD, 33 FEET SOUTHWEST
 OO0651'OF THE METAL WITNESS POST AND 1 FOOT SOUTHEAST OF A WIRE
 OO0651'FENCE.
 OO0651'
 OO0651'HEIGHT OF LIGHT ABOVE STATION MARK 2.5 METERS.
 OO0651
 OO0651                          STATION RECOVERY (1971)
 OO0651
 OO0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OO0651'6.5 MI NE FROM MANLY.
 OO0651'TO REACH FROM THE KENSETT POST OFFICE, GO NORTH ON A PAVED STREET FOR
 OO0651'0.15 MILES TO A PAVED ROAD, TURN RIGHT AND GO EAST ON THE PAVED ROAD
 OO0651'FOR 4.3 MILES TO A CROSSROAD, TURN LEFT ON A PAVED ROAD AND GO NORTH
 OO0651'FOR 0.65 MILE TO A RAILROAD CROSSING, CROSS OVER THE TRACKS AND TURN,
 OO0651'SHARP, LEFT ALONG THE WEST SIDE OF THE TRACKS AND GO SOUTHWEST FOR 0.2
 OO0651'MILE TO THE BENCH MARK ON THE RIGHT, 46 FEET NORTHWEST OF THE
 OO0651'NORTHWEST RAIL OF THE RAILROAD, 33 FEET SOUTHWEST OF A METAL WITNESS
 OO0651'POST, 30.47 FEET NORTH-NORTHEAST OF TRAVERSE STATION BOLAN, AND 1 FOOT
 OO0651'SOUTHEAST OF A WIRE FENCE.  THE MARK IS SET IN THE TOP OF A 6-INCH
 OO0651'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND
 OO0651'SURFACE.  1/4, SEC 30, T99N, R 19W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0296 ***********************************************************************
 OO0296  DESIGNATION -  R 36
 OO0296  PID         -  OO0296
 OO0296  STATE/COUNTY-  IA/FLOYD
 OO0296  USGS QUAD   -  BASSETT (1971)
 OO0296
 OO0296                         *CURRENT SURVEY CONTROL
 OO0296  ___________________________________________________________________
 OO0296* NAD 83(1986)-  43 04 41.     (N)    092 34 26.     (W)     SCALED    
 OO0296* NAVD 88     -       319.427  (meters)    1047.99   (feet)  ADJUSTED  
 OO0296  ___________________________________________________________________
 OO0296  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 OO0296  DYNAMIC HT  -         319.329 (meters)    1047.67  (feet)  COMP
 OO0296  MODELED GRAV-     980,306.6   (mgal)                       NAVD 88
 OO0296
 OO0296  VERT ORDER  -  SECOND    CLASS 0
 OO0296
 OO0296.The horizontal coordinates were scaled from a topographic map and have
 OO0296.an estimated accuracy of +/- 6 seconds.
 OO0296
 OO0296.The orthometric height was determined by differential leveling
 OO0296.and adjusted by the National Geodetic Survey in June 1991..
 OO0296
 OO0296.The geoid height was determined by GEOID03.
 OO0296
 OO0296.The dynamic height is computed by dividing the NAVD 88
 OO0296.geopotential number by the normal gravity value computed on the
 OO0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0296.degrees latitude (g = 980.6199 gals.).
 OO0296
 OO0296.The modeled gravity was interpolated from observed gravity values.
 OO0296
 OO0296;                    North         East    Units  Estimated Accuracy
 OO0296;SPC IA N     - 1,175,700.    1,575,420.      MT  (+/- 180 meters Scaled)
 OO0296
 OO0296                          SUPERSEDED SURVEY CONTROL
 OO0296
 OO0296  NGVD 29 (??/??/92)  319.417  (m)         1047.95   (f) ADJ UNCH    2 0
 OO0296
 OO0296.Superseded values are not recommended for survey control.
 OO0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0296.See file dsdata.txt to determine how the superseded data were derived.
 OO0296
 OO0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH346695(NAD 83)
 OO0296_MARKER: DB = BENCH MARK DISK
 OO0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0296_STAMPING: R 36 1934
 OO0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0296+STABILITY: SURFACE MOTION
 OO0296
 OO0296  HISTORY     - Date     Condition        Report By
 OO0296  HISTORY     - 1934     MONUMENTED       CGS
 OO0296  HISTORY     - 1969     MARK NOT FOUND   USGS
 OO0296
 OO0296                          STATION DESCRIPTION
 OO0296
 OO0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0296'5.2 MI E FROM CHARLES CITY.
 OO0296'5.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0296'RAILROAD FROM THE STATION AT CHARLES CITY, FLOYD COUNTY, 26 YARDS WEST
 OO0296'OF THE CENTER OF A SECTION ROAD CROSSING, 45 FEET NORTH OF THE NORTH
 OO0296'RAIL, AND 1.5 FEET SOUTH OF THE RIGHT OF WAY FENCE.  A STANDARD DISK,
 OO0296'STAMPED R 36 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 OO0296'INCHES ABOVE GROUND.
 OO0296
 OO0296                          STATION RECOVERY (1969)
 OO0296
 OO0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OO0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0485 ***********************************************************************
 ON0485  DESIGNATION -  R 37
 ON0485  PID         -  ON0485
 ON0485  STATE/COUNTY-  IA/WINNESHIEK
 ON0485  USGS QUAD   -  CALMAR (1981)
 ON0485
 ON0485                         *CURRENT SURVEY CONTROL
 ON0485  ___________________________________________________________________
 ON0485* NAD 83(1986)-  43 10 47.     (N)    091 50 27.     (W)     SCALED    
 ON0485* NAVD 88     -       384.586  (meters)    1261.76   (feet)  ADJUSTED  
 ON0485  ___________________________________________________________________
 ON0485  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 ON0485  DYNAMIC HT  -         384.490 (meters)    1261.45  (feet)  COMP
 ON0485  MODELED GRAV-     980,358.0   (mgal)                       NAVD 88
 ON0485
 ON0485  VERT ORDER  -  SECOND    CLASS 0
 ON0485
 ON0485.The horizontal coordinates were scaled from a topographic map and have
 ON0485.an estimated accuracy of +/- 6 seconds.
 ON0485
 ON0485.The orthometric height was determined by differential leveling
 ON0485.and adjusted by the National Geodetic Survey in June 1991..
 ON0485
 ON0485.The geoid height was determined by GEOID03.
 ON0485
 ON0485.The dynamic height is computed by dividing the NAVD 88
 ON0485.geopotential number by the normal gravity value computed on the
 ON0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0485.degrees latitude (g = 980.6199 gals.).
 ON0485
 ON0485.The modeled gravity was interpolated from observed gravity values.
 ON0485
 ON0485;                    North         East    Units  Estimated Accuracy
 ON0485;SPC IA N     - 1,187,910.    1,634,880.      MT  (+/- 180 meters Scaled)
 ON0485
 ON0485                          SUPERSEDED SURVEY CONTROL
 ON0485
 ON0485  NGVD 29 (??/??/92)  384.600  (m)         1261.81   (f) ADJ UNCH    2 0
 ON0485
 ON0485.Superseded values are not recommended for survey control.
 ON0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0485.See file dsdata.txt to determine how the superseded data were derived.
 ON0485
 ON0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH942814(NAD 83)
 ON0485_MARKER: DB = BENCH MARK DISK
 ON0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0485_STAMPING: R 37 1934
 ON0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0485+STABILITY: SURFACE MOTION
 ON0485
 ON0485  HISTORY     - Date     Condition        Report By
 ON0485  HISTORY     - 1934     MONUMENTED       CGS
 ON0485  HISTORY     - 1977     MARK NOT FOUND   USGS
 ON0485
 ON0485                          STATION DESCRIPTION
 ON0485
 ON0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0485'1.2 MI SE FROM CALMAR.
 ON0485'1.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0485'PACIFIC RAILROAD FROM THE STATION AT CALMAR, WINNESHIEK COUNTY,
 ON0485'40 YARDS NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 55, AND
 ON0485'43.0 FEET NORTHWEST OF THE NORTHWEST RAIL.  A STANDARD DISK,
 ON0485'STAMPED R 37 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ON0485'ABOUT 4 INCHES ABOVE GROUND.
 ON0485
 ON0485                          STATION RECOVERY (1977)
 ON0485
 ON0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0032 ***********************************************************************
 NK0032  DESIGNATION -  R 38
 NK0032  PID         -  NK0032
 NK0032  STATE/COUNTY-  IA/CHICKASAW
 NK0032  USGS QUAD   -  FREDERICKSBURG (1971)
 NK0032
 NK0032                         *CURRENT SURVEY CONTROL
 NK0032  ___________________________________________________________________
 NK0032* NAD 83(1986)-  42 59 09.     (N)    092 13 26.     (W)     SCALED    
 NK0032* NAVD 88     -       345.688  (meters)    1134.14   (feet)  ADJUSTED  
 NK0032  ___________________________________________________________________
 NK0032  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 NK0032  DYNAMIC HT  -         345.591 (meters)    1133.83  (feet)  COMP
 NK0032  MODELED GRAV-     980,330.6   (mgal)                       NAVD 88
 NK0032
 NK0032  VERT ORDER  -  SECOND    CLASS 0
 NK0032
 NK0032.The horizontal coordinates were scaled from a topographic map and have
 NK0032.an estimated accuracy of +/- 6 seconds.
 NK0032
 NK0032.The orthometric height was determined by differential leveling
 NK0032.and adjusted by the National Geodetic Survey in June 1991..
 NK0032
 NK0032.The geoid height was determined by GEOID03.
 NK0032
 NK0032.The dynamic height is computed by dividing the NAVD 88
 NK0032.geopotential number by the normal gravity value computed on the
 NK0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0032.degrees latitude (g = 980.6199 gals.).
 NK0032
 NK0032.The modeled gravity was interpolated from observed gravity values.
 NK0032
 NK0032;                    North         East    Units  Estimated Accuracy
 NK0032;SPC IA N     - 1,165,830.    1,604,070.      MT  (+/- 180 meters Scaled)
 NK0032
 NK0032                          SUPERSEDED SURVEY CONTROL
 NK0032
 NK0032  NGVD 29 (??/??/92)  345.697  (m)         1134.17   (f) ADJ UNCH    2 0
 NK0032
 NK0032.Superseded values are not recommended for survey control.
 NK0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0032.See file dsdata.txt to determine how the superseded data were derived.
 NK0032
 NK0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH632595(NAD 83)
 NK0032_MARKER: DB = BENCH MARK DISK
 NK0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0032_STAMPING: R 38 1934
 NK0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0032+STABILITY: SURFACE MOTION
 NK0032
 NK0032  HISTORY     - Date     Condition        Report By
 NK0032  HISTORY     - 1934     MONUMENTED       CGS
 NK0032  HISTORY     - 1971     MARK NOT FOUND   USGS
 NK0032
 NK0032                          STATION DESCRIPTION
 NK0032
 NK0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0032'1.7 MI NW FROM FREDERICKSBURG.
 NK0032'1.7 MILES NORTHWEST ALONG THE CHICAGO, GREAT WESTERN RAILROAD
 NK0032'FROM THE STATION AT FREDERICKSBURG, CHICASAW COUNTY, 0.4 MILE
 NK0032'SOUTH OF MILEPOST 152, 43.2 FEET EAST OF THE EAST RAIL, 10 FEET
 NK0032'SOUTHEAST OF A FENCE CORNER FORMED BY A RIGHT-ANGLE OFFSET IN
 NK0032'THE FENCE, AND 6.8 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED
 NK0032'R 38 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 NK0032'6 INCHES ABOVE GROUND.
 NK0032
 NK0032                          STATION RECOVERY (1971)
 NK0032
 NK0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NK0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0177 ***********************************************************************
 NK0177  DESIGNATION -  R 39
 NK0177  PID         -  NK0177
 NK0177  STATE/COUNTY-  IA/CHICKASAW
 NK0177  USGS QUAD   -  NASHUA (1971)
 NK0177
 NK0177                         *CURRENT SURVEY CONTROL
 NK0177  ___________________________________________________________________
 NK0177* NAD 83(1986)-  42 55 56.     (N)    092 31 55.     (W)     SCALED    
 NK0177* NAVD 88     -       293.270  (meters)     962.17   (feet)  ADJUSTED  
 NK0177  ___________________________________________________________________
 NK0177  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 NK0177  DYNAMIC HT  -         293.178 (meters)     961.87  (feet)  COMP
 NK0177  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 NK0177
 NK0177  VERT ORDER  -  SECOND    CLASS 0
 NK0177
 NK0177.The horizontal coordinates were scaled from a topographic map and have
 NK0177.an estimated accuracy of +/- 6 seconds.
 NK0177
 NK0177.The orthometric height was determined by differential leveling
 NK0177.and adjusted by the National Geodetic Survey in June 1991..
 NK0177
 NK0177.The geoid height was determined by GEOID03.
 NK0177
 NK0177.The dynamic height is computed by dividing the NAVD 88
 NK0177.geopotential number by the normal gravity value computed on the
 NK0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0177.degrees latitude (g = 980.6199 gals.).
 NK0177
 NK0177.The modeled gravity was interpolated from observed gravity values.
 NK0177
 NK0177;                    North         East    Units  Estimated Accuracy
 NK0177;SPC IA N     - 1,159,540.    1,579,020.      MT  (+/- 180 meters Scaled)
 NK0177
 NK0177                          SUPERSEDED SURVEY CONTROL
 NK0177
 NK0177  NGVD 29 (??/??/92)  293.267  (m)          962.16   (f) ADJ UNCH    2 0
 NK0177
 NK0177.Superseded values are not recommended for survey control.
 NK0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0177.See file dsdata.txt to determine how the superseded data were derived.
 NK0177
 NK0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH381533(NAD 83)
 NK0177_MARKER: DB = BENCH MARK DISK
 NK0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0177_STAMPING: R 39 1934
 NK0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0177+STABILITY: SURFACE MOTION
 NK0177
 NK0177  HISTORY     - Date     Condition        Report By
 NK0177  HISTORY     - 1934     MONUMENTED       CGS
 NK0177
 NK0177                          STATION DESCRIPTION
 NK0177
 NK0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0177'1.4 MI S FROM NASHUA.
 NK0177'1.4 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NK0177'STATION AT NASHUA, CHICKASAW COUNTY, 80 YARDS SOUTH OF WOODEN
 NK0177'BRIDGE C 28-8, 45 FEET WEST OF THE WEST RAIL, AND 3.3 FEET EAST
 NK0177'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 39 1934
 NK0177'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NK0177'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0198 ***********************************************************************
 MH0198  DESIGNATION -  R 4
 MH0198  PID         -  MH0198
 MH0198  STATE/COUNTY-  IA/POLK
 MH0198  USGS QUAD   -  ALTOONA (1972)
 MH0198
 MH0198                         *CURRENT SURVEY CONTROL
 MH0198  ___________________________________________________________________
 MH0198* NAD 83(1986)-  41 37 46.     (N)    093 29 32.     (W)     SCALED    
 MH0198* NAVD 88     -       265.041  (meters)     869.56   (feet)  ADJUSTED  
 MH0198  ___________________________________________________________________
 MH0198  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 MH0198  DYNAMIC HT  -         264.928 (meters)     869.18  (feet)  COMP
 MH0198  MODELED GRAV-     980,189.4   (mgal)                       NAVD 88
 MH0198
 MH0198  VERT ORDER  -  FIRST     CLASS II
 MH0198
 MH0198.The horizontal coordinates were scaled from a topographic map and have
 MH0198.an estimated accuracy of +/- 6 seconds.
 MH0198
 MH0198.The orthometric height was determined by differential leveling
 MH0198.and adjusted by the National Geodetic Survey in June 1991..
 MH0198
 MH0198.The geoid height was determined by GEOID03.
 MH0198
 MH0198.The dynamic height is computed by dividing the NAVD 88
 MH0198.geopotential number by the normal gravity value computed on the
 MH0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0198.degrees latitude (g = 980.6199 gals.).
 MH0198
 MH0198.The modeled gravity was interpolated from observed gravity values.
 MH0198
 MH0198;                    North         East    Units  Estimated Accuracy
 MH0198;SPC IA S     -   180,950.      500,650.      MT  (+/- 180 meters Scaled)
 MH0198
 MH0198                          SUPERSEDED SURVEY CONTROL
 MH0198
 MH0198  NGVD 29 (??/??/92)  265.007  (m)          869.44   (f) ADJ UNCH    1 2
 MH0198
 MH0198.Superseded values are not recommended for survey control.
 MH0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0198.See file dsdata.txt to determine how the superseded data were derived.
 MH0198
 MH0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG590087(NAD 83)
 MH0198_MARKER: DB = BENCH MARK DISK
 MH0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0198_SP_SET: CULVERT
 MH0198_STAMPING: 869.444 R 4 1930
 MH0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0198
 MH0198  HISTORY     - Date     Condition        Report By
 MH0198  HISTORY     - 1930     MONUMENTED       CGS
 MH0198  HISTORY     - 1934     GOOD             NGS
 MH0198  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0198
 MH0198                          STATION DESCRIPTION
 MH0198
 MH0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0198'2 MI W FROM ALTOONA.
 MH0198'2.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0198'RAILWAY FROM ALTOONA, POLK COUNTY, 15 YARDS NORTH OF THE
 MH0198'CROSSING OF THE TRANSCONTINENTAL TELEGRAPH CABLE, AND IN THE TOP
 MH0198'OF THE EAST END OF A CULVERT.  A STANDARD DISK, STAMPED 869.444
 MH0198'R 4 1930.
 MH0198
 MH0198                          STATION RECOVERY (1995)
 MH0198
 MH0198'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0278 ***********************************************************************
 OO0278  DESIGNATION -  R 40
 OO0278  PID         -  OO0278
 OO0278  STATE/COUNTY-  IA/MITCHELL
 OO0278  USGS QUAD   -  ST ANSGAR (1972)
 OO0278
 OO0278                         *CURRENT SURVEY CONTROL
 OO0278  ___________________________________________________________________
 OO0278* NAD 83(1986)-  43 24 28.     (N)    092 55 30.     (W)     SCALED    
 OO0278* NAVD 88     -       356.635  (meters)    1170.06   (feet)  ADJUSTED  
 OO0278  ___________________________________________________________________
 OO0278  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 OO0278  DYNAMIC HT  -         356.554 (meters)    1169.79  (feet)  COMP
 OO0278  MODELED GRAV-     980,381.6   (mgal)                       NAVD 88
 OO0278
 OO0278  VERT ORDER  -  SECOND    CLASS 0
 OO0278
 OO0278.The horizontal coordinates were scaled from a topographic map and have
 OO0278.an estimated accuracy of +/- 6 seconds.
 OO0278
 OO0278.The orthometric height was determined by differential leveling
 OO0278.and adjusted by the National Geodetic Survey in June 1991..
 OO0278
 OO0278.The geoid height was determined by GEOID03.
 OO0278
 OO0278.The dynamic height is computed by dividing the NAVD 88
 OO0278.geopotential number by the normal gravity value computed on the
 OO0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0278.degrees latitude (g = 980.6199 gals.).
 OO0278
 OO0278.The modeled gravity was interpolated from observed gravity values.
 OO0278
 OO0278;                    North         East    Units  Estimated Accuracy
 OO0278;SPC IA N     - 1,212,080.    1,546,580.      MT  (+/- 180 meters Scaled)
 OO0278
 OO0278                          SUPERSEDED SURVEY CONTROL
 OO0278
 OO0278  NGVD 29 (??/??/92)  356.636  (m)         1170.06   (f) ADJ UNCH    2 0
 OO0278
 OO0278.Superseded values are not recommended for survey control.
 OO0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0278.See file dsdata.txt to determine how the superseded data were derived.
 OO0278
 OO0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ060061(NAD 83)
 OO0278_MARKER: DB = BENCH MARK DISK
 OO0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0278_STAMPING: R 40 1934
 OO0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0278+STABILITY: SURFACE MOTION
 OO0278
 OO0278  HISTORY     - Date     Condition        Report By
 OO0278  HISTORY     - 1934     MONUMENTED       CGS
 OO0278
 OO0278                          STATION DESCRIPTION
 OO0278
 OO0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0278'2.1 MI NW FROM SAINT ANSGAR.
 OO0278'2.1 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 OO0278'STATION AT SAINT ANSGAR, MITCHELL COUNTY, 267 YARDS NORTHWEST OF
 OO0278'MILEPOST CF 69, 62 FEET NORTHWEST OF A SECTION ROAD CROSSING, 45.6
 OO0278'FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 19.5 FEET NORTHWEST OF A
 OO0278'FENCE CORNER.  A STANDARD DISK, STAMPED R 40 1934 AND SET IN THE TOP
 OO0278'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0240 ***********************************************************************
 OO0240  DESIGNATION -  R 41
 OO0240  PID         -  OO0240
 OO0240  STATE/COUNTY-  IA/HOWARD
 OO0240  USGS QUAD   -  CRESCO NW (1981)
 OO0240
 OO0240                         *CURRENT SURVEY CONTROL
 OO0240  ___________________________________________________________________
 OO0240* NAD 83(1986)-  43 26 32.     (N)    092 14 29.     (W)     SCALED    
 OO0240* NAVD 88     -       393.727  (meters)    1291.75   (feet)  ADJUSTED  
 OO0240  ___________________________________________________________________
 OO0240  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 OO0240  DYNAMIC HT  -         393.629 (meters)    1291.43  (feet)  COMP
 OO0240  MODELED GRAV-     980,359.2   (mgal)                       NAVD 88
 OO0240
 OO0240  VERT ORDER  -  SECOND    CLASS 0
 OO0240
 OO0240.The horizontal coordinates were scaled from a topographic map and have
 OO0240.an estimated accuracy of +/- 6 seconds.
 OO0240
 OO0240.The orthometric height was determined by differential leveling
 OO0240.and adjusted by the National Geodetic Survey in June 1991..
 OO0240
 OO0240.The geoid height was determined by GEOID03.
 OO0240
 OO0240.The dynamic height is computed by dividing the NAVD 88
 OO0240.geopotential number by the normal gravity value computed on the
 OO0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0240.degrees latitude (g = 980.6199 gals.).
 OO0240
 OO0240.The modeled gravity was interpolated from observed gravity values.
 OO0240
 OO0240;                    North         East    Units  Estimated Accuracy
 OO0240;SPC IA N     - 1,216,510.    1,601,890.      MT  (+/- 180 meters Scaled)
 OO0240
 OO0240                          SUPERSEDED SURVEY CONTROL
 OO0240
 OO0240  NGVD 29 (??/??/92)  393.716  (m)         1291.72   (f) ADJ UNCH    2 0
 OO0240
 OO0240.Superseded values are not recommended for survey control.
 OO0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0240.See file dsdata.txt to determine how the superseded data were derived.
 OO0240
 OO0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ613102(NAD 83)
 OO0240_MARKER: DB = BENCH MARK DISK
 OO0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0240_STAMPING: R 41 1934
 OO0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0240+STABILITY: SURFACE MOTION
 OO0240
 OO0240  HISTORY     - Date     Condition        Report By
 OO0240  HISTORY     - 1934     MONUMENTED       CGS
 OO0240
 OO0240                          STATION DESCRIPTION
 OO0240
 OO0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0240'2.1 MI SE FROM LIME SPRINGS.
 OO0240'2.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0240'RAILROAD FROM THE STATION AT LIME SPRINGS, HOWARD COUNTY, 95 FEET
 OO0240'NORTH OF MILEPOST 28, 46 FEET NORTH OF THE NORTH RAIL, AND 2 FEET
 OO0240'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 41 1934
 OO0240'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 OO0240'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0469 ***********************************************************************
 ON0469  DESIGNATION -  R 42
 ON0469  PID         -  ON0469
 ON0469  STATE/COUNTY-  IA/WINNESHIEK
 ON0469  USGS QUAD   -  DECORAH (1981)
 ON0469
 ON0469                         *CURRENT SURVEY CONTROL
 ON0469  ___________________________________________________________________
 ON0469* NAD 83(1986)-  43 20 12.     (N)    091 48 26.     (W)     SCALED    
 ON0469* NAVD 88     -       291.629  (meters)     956.79   (feet)  ADJUSTED  
 ON0469  ___________________________________________________________________
 ON0469  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 ON0469  DYNAMIC HT  -         291.567 (meters)     956.58  (feet)  COMP
 ON0469  MODELED GRAV-     980,398.6   (mgal)                       NAVD 88
 ON0469
 ON0469  VERT ORDER  -  SECOND    CLASS 0
 ON0469
 ON0469.The horizontal coordinates were scaled from a topographic map and have
 ON0469.an estimated accuracy of +/- 6 seconds.
 ON0469
 ON0469.The orthometric height was determined by differential leveling
 ON0469.and adjusted by the National Geodetic Survey in June 1991..
 ON0469
 ON0469.The geoid height was determined by GEOID03.
 ON0469
 ON0469.The dynamic height is computed by dividing the NAVD 88
 ON0469.geopotential number by the normal gravity value computed on the
 ON0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0469.degrees latitude (g = 980.6199 gals.).
 ON0469
 ON0469.The modeled gravity was interpolated from observed gravity values.
 ON0469
 ON0469;                    North         East    Units  Estimated Accuracy
 ON0469;SPC IA N     - 1,205,390.    1,637,270.      MT  (+/- 180 meters Scaled)
 ON0469
 ON0469                          SUPERSEDED SURVEY CONTROL
 ON0469
 ON0469  NGVD 29 (??/??/92)  291.657  (m)          956.88   (f) ADJ UNCH    2 0
 ON0469
 ON0469.Superseded values are not recommended for survey control.
 ON0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0469.See file dsdata.txt to determine how the superseded data were derived.
 ON0469
 ON0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH966988(NAD 83)
 ON0469_MARKER: DB = BENCH MARK DISK
 ON0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0469_STAMPING: R 42 1934
 ON0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0469+STABILITY: SURFACE MOTION
 ON0469
 ON0469  HISTORY     - Date     Condition        Report By
 ON0469  HISTORY     - 1934     MONUMENTED       CGS
 ON0469  HISTORY     - 1977     MARK NOT FOUND   USGS
 ON0469
 ON0469                          STATION DESCRIPTION
 ON0469
 ON0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0469'2.7 MI NW FROM DECORAH.
 ON0469'2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE COUNTY
 ON0469'COURTHOUSE AT DECORAH, WINNESHIEK COUNTY, ON THE INSIDE OF A
 ON0469'CURVE FROM NORTH TO NORTHWEST, 48.1 FEET WEST OF THE CENTERLINE
 ON0469'OF THE HIGHWAY, 10 FEET NORTH OF A FENCE CORNER, AND 1.8 FEET
 ON0469'EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 42
 ON0469'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 ON0469'INCHES ABOVE GROUND.
 ON0469
 ON0469                          STATION RECOVERY (1977)
 ON0469
 ON0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0122 ***********************************************************************
 MH0122  DESIGNATION -  R 5
 MH0122  PID         -  MH0122
 MH0122  STATE/COUNTY-  IA/MAHASKA
 MH0122  USGS QUAD   -  OSKALOOSA (1968)
 MH0122
 MH0122                         *CURRENT SURVEY CONTROL
 MH0122  ___________________________________________________________________
 MH0122* NAD 83(1986)-  41 15 30.     (N)    092 40 37.     (W)     SCALED    
 MH0122* NAVD 88     -       214.658  (meters)     704.26   (feet)  ADJUSTED  
 MH0122  ___________________________________________________________________
 MH0122  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 MH0122  DYNAMIC HT  -         214.564 (meters)     703.95  (feet)  COMP
 MH0122  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 MH0122
 MH0122  VERT ORDER  -  FIRST     CLASS II
 MH0122
 MH0122.The horizontal coordinates were scaled from a topographic map and have
 MH0122.an estimated accuracy of +/- 6 seconds.
 MH0122
 MH0122.The orthometric height was determined by differential leveling
 MH0122.and adjusted by the National Geodetic Survey in June 1991..
 MH0122.WARNING-Repeat measurements at this control monument indicate possible
 MH0122.vertical movement.
 MH0122
 MH0122.The geoid height was determined by GEOID03.
 MH0122
 MH0122.The dynamic height is computed by dividing the NAVD 88
 MH0122.geopotential number by the normal gravity value computed on the
 MH0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0122.degrees latitude (g = 980.6199 gals.).
 MH0122
 MH0122.The modeled gravity was interpolated from observed gravity values.
 MH0122
 MH0122;                    North         East    Units  Estimated Accuracy
 MH0122;SPC IA S     -   140,060.      568,970.      MT  (+/- 180 meters Scaled)
 MH0122
 MH0122                          SUPERSEDED SURVEY CONTROL
 MH0122
 MH0122  NGVD 29 (??/??/92)  214.639  (m)          704.19   (f) ADJ UNCH    1 2
 MH0122
 MH0122.Superseded values are not recommended for survey control.
 MH0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0122.See file dsdata.txt to determine how the superseded data were derived.
 MH0122
 MH0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF270674(NAD 83)
 MH0122_MARKER: DB = BENCH MARK DISK
 MH0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0122_STAMPING: 704.224 R 5 1930
 MH0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0122+STABILITY: SURFACE MOTION
 MH0122
 MH0122  HISTORY     - Date     Condition        Report By
 MH0122  HISTORY     - 1930     MONUMENTED       CGS
 MH0122  HISTORY     - 1934     GOOD             NGS
 MH0122
 MH0122                          STATION DESCRIPTION
 MH0122
 MH0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0122'1.5 MI S FROM BEACON.
 MH0122'1.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MH0122'FROM BEACON, MAHASKA COUNTY, 200 FEET SOUTHEAST OF A SMALL WHITE
 MH0122'FARMHOUSE, AT MILEPOST 99, AT A ROAD CROSSING, 42 FEET EAST OF THE
 MH0122'CENTERLINE OF THE TRACK, AND 17 FEET NORTH OF A NORTHEAST FENCE
 MH0122'CORNER.  A STANDARD DISK, STAMPED 704.224 R 5 1930 AND SET IN THE
 MH0122'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0466 ***********************************************************************
 MG0466  DESIGNATION -  R 6
 MG0466  PID         -  MG0466
 MG0466  STATE/COUNTY-  IA/WASHINGTON
 MG0466  USGS QUAD   -  RICHLAND (1980)
 MG0466
 MG0466                         *CURRENT SURVEY CONTROL
 MG0466  ___________________________________________________________________
 MG0466* NAD 83(1986)-  41 13 36.     (N)    091 55 22.     (W)     SCALED    
 MG0466* NAVD 88     -       192.510  (meters)     631.59   (feet)  ADJUSTED  
 MG0466  ___________________________________________________________________
 MG0466  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 MG0466  DYNAMIC HT  -         192.427 (meters)     631.32  (feet)  COMP
 MG0466  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 MG0466
 MG0466  VERT ORDER  -  FIRST     CLASS II
 MG0466
 MG0466.The horizontal coordinates were scaled from a topographic map and have
 MG0466.an estimated accuracy of +/- 6 seconds.
 MG0466
 MG0466.The orthometric height was determined by differential leveling
 MG0466.and adjusted by the National Geodetic Survey in June 1991..
 MG0466
 MG0466.The geoid height was determined by GEOID03.
 MG0466
 MG0466.The dynamic height is computed by dividing the NAVD 88
 MG0466.geopotential number by the normal gravity value computed on the
 MG0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0466.degrees latitude (g = 980.6199 gals.).
 MG0466
 MG0466.The modeled gravity was interpolated from observed gravity values.
 MG0466
 MG0466;                    North         East    Units  Estimated Accuracy
 MG0466;SPC IA S     -   137,420.      632,230.      MT  (+/- 180 meters Scaled)
 MG0466
 MG0466                          SUPERSEDED SURVEY CONTROL
 MG0466
 MG0466  NGVD 29 (??/??/92)  192.537  (m)          631.68   (f) ADJ UNCH    1 2
 MG0466
 MG0466.Superseded values are not recommended for survey control.
 MG0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0466.See file dsdata.txt to determine how the superseded data were derived.
 MG0466
 MG0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF902644(NAD 83)
 MG0466_MARKER: DB = BENCH MARK DISK
 MG0466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0466_SP_SET: ABUTMENT
 MG0466_STAMPING: 631.682 R 6 1930
 MG0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0466
 MG0466  HISTORY     - Date     Condition        Report By
 MG0466  HISTORY     - 1930     MONUMENTED       CGS
 MG0466  HISTORY     - 1941     GOOD             NGS
 MG0466
 MG0466                          STATION DESCRIPTION
 MG0466
 MG0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0466'0.8 MI NE FROM RUBIO.
 MG0466'0.8 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MG0466'PACIFIC RAILOAD FROM RUBIO, 100 YARDS WEST OF A CROSSING, AND
 MG0466'IN THE SOUTH END OF THE WEST ABUTMENT OF BRIDGE 1-1092.  A
 MG0466'STANDARD DISK, STAMPED 631.682 R 6 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0182 ***********************************************************************
 LE0182  DESIGNATION -  R 7
 LE0182  PID         -  LE0182
 LE0182  STATE/COUNTY-  IA/APPANOOSE
 LE0182  USGS QUAD   -  MOULTON (1979)
 LE0182
 LE0182                         *CURRENT SURVEY CONTROL
 LE0182  ___________________________________________________________________
 LE0182* NAD 83(1986)-  40 40 58.     (N)    092 40 17.     (W)     SCALED    
 LE0182* NAVD 88     -       301.230  (meters)     988.29   (feet)  ADJUSTED  
 LE0182  ___________________________________________________________________
 LE0182  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LE0182  DYNAMIC HT  -         301.081 (meters)     987.80  (feet)  COMP
 LE0182  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 LE0182
 LE0182  VERT ORDER  -  FIRST     CLASS II
 LE0182
 LE0182.The horizontal coordinates were scaled from a topographic map and have
 LE0182.an estimated accuracy of +/- 6 seconds.
 LE0182
 LE0182.The orthometric height was determined by differential leveling
 LE0182.and adjusted by the National Geodetic Survey in June 1991..
 LE0182
 LE0182.The geoid height was determined by GEOID03.
 LE0182
 LE0182.The dynamic height is computed by dividing the NAVD 88
 LE0182.geopotential number by the normal gravity value computed on the
 LE0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0182.degrees latitude (g = 980.6199 gals.).
 LE0182
 LE0182.The modeled gravity was interpolated from observed gravity values.
 LE0182
 LE0182;                    North         East    Units  Estimated Accuracy
 LE0182;SPC IA S     -    76,160.      570,050.      MT  (+/- 180 meters Scaled)
 LE0182
 LE0182                          SUPERSEDED SURVEY CONTROL
 LE0182
 LE0182  NGVD 29 (??/??/92)  301.210  (m)          988.22   (f) ADJ UNCH    1 2
 LE0182
 LE0182.Superseded values are not recommended for survey control.
 LE0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0182.See file dsdata.txt to determine how the superseded data were derived.
 LE0182
 LE0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF277035(NAD 83)
 LE0182_MARKER: DB = BENCH MARK DISK
 LE0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0182_STAMPING: 988.125 R 7 1930
 LE0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0182+STABILITY: SURFACE MOTION
 LE0182
 LE0182  HISTORY     - Date     Condition        Report By
 LE0182  HISTORY     - 1930     MONUMENTED       CGS
 LE0182  HISTORY     - 1943     GOOD             NGS
 LE0182
 LE0182                          STATION DESCRIPTION
 LE0182
 LE0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0182'AT MOULTON.
 LE0182'AT MOULTON, APPANOOSE COUNTY, ON THE WABASH RAILWAY, 1,000 FEET
 LE0182'NORTHEAST OF THE STATION, 600 FEET SOUTHWEST OF MILEPOST 35,
 LE0182'AT A STREET CROSSING, 30 FEET EAST OF THE CENTERLINE OF THE
 LE0182'STREET, AND 22 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK.
 LE0182'A STANDARD DISK, STAMPED 988.125 R 7 1930 AND SET IN THE TOP
 LE0182'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0340 ***********************************************************************
 MG0340  DESIGNATION -  R 70
 MG0340  PID         -  MG0340
 MG0340  STATE/COUNTY-  IA/CLINTON
 MG0340  USGS QUAD   -  WHEATLAND (1991)
 MG0340
 MG0340                         *CURRENT SURVEY CONTROL
 MG0340  ___________________________________________________________________
 MG0340* NAD 83(1986)-  41 46 06.     (N)    090 49 38.     (W)     SCALED    
 MG0340* NAVD 88     -       215.706  (meters)     707.70   (feet)  ADJUSTED  
 MG0340  ___________________________________________________________________
 MG0340  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 MG0340  DYNAMIC HT  -         215.628 (meters)     707.44  (feet)  COMP
 MG0340  MODELED GRAV-     980,253.7   (mgal)                       NAVD 88
 MG0340
 MG0340  VERT ORDER  -  SECOND    CLASS 0
 MG0340
 MG0340.The horizontal coordinates were scaled from a topographic map and have
 MG0340.an estimated accuracy of +/- 6 seconds.
 MG0340
 MG0340.The orthometric height was determined by differential leveling
 MG0340.and adjusted by the National Geodetic Survey in June 1991..
 MG0340
 MG0340.The geoid height was determined by GEOID03.
 MG0340
 MG0340.The dynamic height is computed by dividing the NAVD 88
 MG0340.geopotential number by the normal gravity value computed on the
 MG0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0340.degrees latitude (g = 980.6199 gals.).
 MG0340
 MG0340.The modeled gravity was interpolated from observed gravity values.
 MG0340
 MG0340;                    North         East    Units  Estimated Accuracy
 MG0340;SPC IA S     -   199,790.      722,210.      MT  (+/- 180 meters Scaled)
 MG0340
 MG0340                          SUPERSEDED SURVEY CONTROL
 MG0340
 MG0340  NGVD 29 (??/??/92)  215.75   (m)          707.8    (f) COMPUTED    2 0
 MG0340
 MG0340.Superseded values are not recommended for survey control.
 MG0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0340.See file dsdata.txt to determine how the superseded data were derived.
 MG0340
 MG0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG806263(NAD 83)
 MG0340_MARKER: DB = BENCH MARK DISK
 MG0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0340_SP_SET: CULVERT
 MG0340_STAMPING: R 70 1934
 MG0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0340
 MG0340  HISTORY     - Date     Condition        Report By
 MG0340  HISTORY     - 1934     MONUMENTED       CGS
 MG0340  HISTORY     - 1943     MARK NOT FOUND   NGS
 MG0340  HISTORY     - 19941118 MARK NOT FOUND   USPSQD
 MG0340  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MG0340
 MG0340                          STATION DESCRIPTION
 MG0340
 MG0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MG0340'AT BIG ROCK.
 MG0340'A REPORT FROM THE ASSISTANT COUNTY ENGINEER, CLINTON, IOWA,
 MG0340'STATES THE RAILROAD HAS BEEN ABANDONED AND COMPLETELY TORN UP.
 MG0340'THE WITNESS OBJECTS HAVE BEEN REMOVED AND THE LAND RETURNED TO
 MG0340'ADJACENT LAND OWNERS, WITH SOME OF THE RIGHT-OF-WAY LAND
 MG0340'RETURNED TO CULTIVATION.
 MG0340
 MG0340                          STATION RECOVERY (1994)
 MG0340
 MG0340'RECOVERY NOTE BY US POWER SQUADRON 1994
 MG0340'MARK NOT FOUND.
 MG0340
 MG0340                          STATION RECOVERY (2001)
 MG0340
 MG0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MG0340'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0516 ***********************************************************************
 NJ0516  DESIGNATION -  R 71
 NJ0516  PID         -  NJ0516
 NJ0516  STATE/COUNTY-  IA/JONES
 NJ0516  USGS QUAD   -  MONTICELLO (1980)
 NJ0516
 NJ0516                         *CURRENT SURVEY CONTROL
 NJ0516  ___________________________________________________________________
 NJ0516* NAD 83(1986)-  42 11 30.     (N)    091 07 51.     (W)     SCALED    
 NJ0516* NAVD 88     -       259.065  (meters)     849.95   (feet)  ADJUSTED  
 NJ0516  ___________________________________________________________________
 NJ0516  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 NJ0516  DYNAMIC HT  -         258.974 (meters)     849.65  (feet)  COMP
 NJ0516  MODELED GRAV-     980,264.7   (mgal)                       NAVD 88
 NJ0516
 NJ0516  VERT ORDER  -  SECOND    CLASS 0
 NJ0516
 NJ0516.The horizontal coordinates were scaled from a topographic map and have
 NJ0516.an estimated accuracy of +/- 6 seconds.
 NJ0516
 NJ0516.The orthometric height was determined by differential leveling
 NJ0516.and adjusted by the National Geodetic Survey in June 1991..
 NJ0516
 NJ0516.The geoid height was determined by GEOID03.
 NJ0516
 NJ0516.The dynamic height is computed by dividing the NAVD 88
 NJ0516.geopotential number by the normal gravity value computed on the
 NJ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0516.degrees latitude (g = 980.6199 gals.).
 NJ0516
 NJ0516.The modeled gravity was interpolated from observed gravity values.
 NJ0516
 NJ0516;                    North         East    Units  Estimated Accuracy
 NJ0516;SPC IA N     - 1,079,570.    1,695,670.      MT  (+/- 180 meters Scaled)
 NJ0516
 NJ0516                          SUPERSEDED SURVEY CONTROL
 NJ0516
 NJ0516  NGVD 29 (??/??/92)  259.091  (m)          850.03   (f) ADJ UNCH    2 0
 NJ0516
 NJ0516.Superseded values are not recommended for survey control.
 NJ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0516.See file dsdata.txt to determine how the superseded data were derived.
 NJ0516
 NJ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG543727(NAD 83)
 NJ0516_MARKER: DB = BENCH MARK DISK
 NJ0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0516_STAMPING: R 71 1934
 NJ0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0516+STABILITY: SURFACE MOTION
 NJ0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0516+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 NJ0516
 NJ0516  HISTORY     - Date     Condition        Report By
 NJ0516  HISTORY     - 1934     MONUMENTED       CGS
 NJ0516  HISTORY     - 1977     GOOD             USGS
 NJ0516  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 NJ0516  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0516  HISTORY     - 20050425 GOOD             GEOCAC
 NJ0516
 NJ0516                          STATION DESCRIPTION
 NJ0516
 NJ0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0516'1.9 MI NW FROM SCOTCH GROVE.
 NJ0516'1.9 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0516'PACIFIC RAILROAD FROM THE STATION AT SCOTCH GROVE, JONES COUNTY,
 NJ0516'9-1/2 POLES NORTHWEST OF MILEPOST 64, AT 40-FOOT STEEL BANNISTER
 NJ0516'BRIDGE H 334, 57 FEET NORTHWEST OF THE CENTER OF A PUBLIC ROAD
 NJ0516'CROSSING, 25 FEET WEST OF THE CENTERLINE OF THE ROAD, 18 FEET
 NJ0516'NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER
 NJ0516'THAN THE TRACK.  A STANDARD DISK, STAMPED R 71 1934 AND SET IN
 NJ0516'THE TOP OF A CONCRETE POST.
 NJ0516
 NJ0516                          STATION RECOVERY (1977)
 NJ0516
 NJ0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0516'MONTICELLO 3.3 MILE SOUTH, 3 MILE EAST OF, 1.3 MILE NORTH, 1.2 MILE
 NJ0516'WEST OF SCOTCH GROVE, NEAR THE NORTH 1/16 CORNER OF SECTIONS 7 AND 12
 NJ0516'T 85 N, RS 2-3 W, 100 FEET NORTH, 30 FEET WEST OF A SMALL WOODEN
 NJ0516'BRIDGE, 10 FEET EAST OF A FENCE, 0.5 FEET EAST OF A WITNESS POST AND
 NJ0516'ABOUT 6 FOOT LOWER THAN BRIDGE. IN A CONC POST FLUSH WITH GROUND A
 NJ0516'STD DISK STAMPED R 71 1934.
 NJ0516
 NJ0516                          STATION RECOVERY (1995)
 NJ0516
 NJ0516'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0516'MARK NOT FOUND.
 NJ0516
 NJ0516                          STATION RECOVERY (1998)
 NJ0516
 NJ0516'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0516'MARK NOT FOUND.
 NJ0516
 NJ0516                          STATION RECOVERY (2005)
 NJ0516
 NJ0516'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0516'THE MARK IS ABOUT 0.5 MILES SOUTH OF THE CORNER OF IOWA HIGHWAY 38 AND
 NJ0516'JONES COUNTY 130TH AVENUE AT FIELD ENTRANCE ON THE WEST SIDE OF THE
 NJ0516'ROAD.  THE MARK IS 63 FEET NORTH OF THE NORTHWEST CORNER OF THE
 NJ0516'CONCRETE DECK ROAD BRIDGE, 28 FEET WEST OF THE CENTERLINE OF THE ROAD,
 NJ0516'11 FEET 4 INCHES EAST OF THE WOVEN WIRE FENCELINE, AND ABOUT 3 FEET
 NJ0516'LOWER THAN THE ROAD AT THE BOTTOM OF THE NORTH SLOPE OF THE FIELD
 NJ0516'ENTRANCE.
 NJ0516' 
 NJ0516'WITNESS POST WAS NOT FOUND.
 NJ0516' 
 NJ0516'HANDHELD COORDINATES - 42 11 30.1 (N) 091 07 51.2 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0325 ***********************************************************************
 NJ0325  DESIGNATION -  R 72
 NJ0325  PID         -  NJ0325
 NJ0325  STATE/COUNTY-  IA/DUBUQUE
 NJ0325  USGS QUAD   -  SHERRILL (1972)
 NJ0325
 NJ0325                         *CURRENT SURVEY CONTROL
 NJ0325  ___________________________________________________________________
 NJ0325* NAD 83(1986)-  42 32 34.     (N)    090 46 58.     (W)     SCALED    
 NJ0325* NAVD 88     -       203.144  (meters)     666.48   (feet)  ADJUSTED  
 NJ0325  ___________________________________________________________________
 NJ0325  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 NJ0325  DYNAMIC HT  -         203.083 (meters)     666.28  (feet)  COMP
 NJ0325  MODELED GRAV-     980,317.8   (mgal)                       NAVD 88
 NJ0325
 NJ0325  VERT ORDER  -  SECOND    CLASS 0
 NJ0325
 NJ0325.The horizontal coordinates were scaled from a topographic map and have
 NJ0325.an estimated accuracy of +/- 6 seconds.
 NJ0325
 NJ0325.The orthometric height was determined by differential leveling
 NJ0325.and adjusted by the National Geodetic Survey in June 1991..
 NJ0325
 NJ0325.The geoid height was determined by GEOID03.
 NJ0325
 NJ0325.The dynamic height is computed by dividing the NAVD 88
 NJ0325.geopotential number by the normal gravity value computed on the
 NJ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0325.degrees latitude (g = 980.6199 gals.).
 NJ0325
 NJ0325.The modeled gravity was interpolated from observed gravity values.
 NJ0325
 NJ0325;                    North         East    Units  Estimated Accuracy
 NJ0325;SPC IA N     - 1,119,410.    1,723,150.      MT  (+/- 180 meters Scaled)
 NJ0325
 NJ0325                          SUPERSEDED SURVEY CONTROL
 NJ0325
 NJ0325  NGVD 29 (??/??/92)  203.184  (m)          666.61   (f) ADJ UNCH    2 0
 NJ0325
 NJ0325.Superseded values are not recommended for survey control.
 NJ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0325.See file dsdata.txt to determine how the superseded data were derived.
 NJ0325
 NJ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH820124(NAD 83)
 NJ0325_MARKER: DB = BENCH MARK DISK
 NJ0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0325_SP_SET: ABUTMENT
 NJ0325_STAMPING: R 72 1934
 NJ0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0325+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 NJ0325
 NJ0325  HISTORY     - Date     Condition        Report By
 NJ0325  HISTORY     - 1934     MONUMENTED       CGS
 NJ0325  HISTORY     - 20060819 GOOD             GEOCAC
 NJ0325
 NJ0325                          STATION DESCRIPTION
 NJ0325
 NJ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0325'1.5 MI SW FROM DURANGO.
 NJ0325'1.5 MILES SOUTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NJ0325'FROM THE STATION AT DURANGO, DUBUQUE COUNTY, 24 POLES SOUTHWEST OF
 NJ0325'MILEPOST 181, AT 15-FOOT STEEL BRIDGE 181+57, IN THE TOP OF THE
 NJ0325'CENTER OF THE NORTH SIDE OF THE WEST CONCRETE ABUTMENT, 4 FEET
 NJ0325'NORTH OF THE NORTH GIRDER, 7 FEET NORTH OF THE CENTERLINE OF
 NJ0325'THE TRACK, AND 3 FEET LOWER THAN THE TRACK A STANDARD DISK,
 NJ0325'STAMPED R 72 1934.
 NJ0325
 NJ0325                          STATION RECOVERY (2006)
 NJ0325
 NJ0325'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0325'RAILROAD IS DISMANTLED AND RIGHT OF WAY IS NOW A COUNTY
 NJ0325'BICYCLE/WALKING TRAIL CALLED HERITAGE TRAIL.  MARK IS ABOUT 350 FEET
 NJ0325'WEST OF THE PRESENT CROSSING OF CEDAR RIDGE RD.
 NJ0325' 
 NJ0325'HANDHELD GPSR - 42 32 34.6 N  090 47 4.1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0607 ***********************************************************************
 NJ0607  DESIGNATION -  R 73
 NJ0607  PID         -  NJ0607
 NJ0607  STATE/COUNTY-  IA/DELAWARE
 NJ0607  USGS QUAD   -  DUNDEE (1965)
 NJ0607
 NJ0607                         *CURRENT SURVEY CONTROL
 NJ0607  ___________________________________________________________________
 NJ0607* NAD 83(1986)-  42 34 41.     (N)    091 32 51.     (W)     SCALED    
 NJ0607* NAVD 88     -       302.901  (meters)     993.77   (feet)  ADJUSTED  
 NJ0607  ___________________________________________________________________
 NJ0607  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 NJ0607  DYNAMIC HT  -         302.820 (meters)     993.50  (feet)  COMP
 NJ0607  MODELED GRAV-     980,345.4   (mgal)                       NAVD 88
 NJ0607
 NJ0607  VERT ORDER  -  SECOND    CLASS 0
 NJ0607
 NJ0607.The horizontal coordinates were scaled from a topographic map and have
 NJ0607.an estimated accuracy of +/- 6 seconds.
 NJ0607
 NJ0607.The orthometric height was determined by differential leveling
 NJ0607.and adjusted by the National Geodetic Survey in June 1991..
 NJ0607
 NJ0607.The geoid height was determined by GEOID03.
 NJ0607
 NJ0607.The dynamic height is computed by dividing the NAVD 88
 NJ0607.geopotential number by the normal gravity value computed on the
 NJ0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0607.degrees latitude (g = 980.6199 gals.).
 NJ0607
 NJ0607.The modeled gravity was interpolated from observed gravity values.
 NJ0607
 NJ0607;                    North         East    Units  Estimated Accuracy
 NJ0607;SPC IA N     - 1,121,600.    1,660,270.      MT  (+/- 180 meters Scaled)
 NJ0607
 NJ0607                          SUPERSEDED SURVEY CONTROL
 NJ0607
 NJ0607  NGVD 29 (??/??/92)  302.940  (m)          993.90   (f) ADJ UNCH    2 0
 NJ0607
 NJ0607.Superseded values are not recommended for survey control.
 NJ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0607.See file dsdata.txt to determine how the superseded data were derived.
 NJ0607
 NJ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH191149(NAD 83)
 NJ0607_MARKER: DB = BENCH MARK DISK
 NJ0607_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0607_SP_SET: ABUTMENT
 NJ0607_STAMPING: R 73 1934
 NJ0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0607
 NJ0607  HISTORY     - Date     Condition        Report By
 NJ0607  HISTORY     - 1934     MONUMENTED       CGS
 NJ0607
 NJ0607                          STATION DESCRIPTION
 NJ0607
 NJ0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0607'AT DUNDEE.
 NJ0607'AT DUNDEE, DELAWARE COUNTY, 6 POLES WEST OF THE CHICAGO GREAT
 NJ0607'WESTERN RAILROAD STATION, 17 POLES WEST OF MILEPOST 225, AT
 NJ0607'130-FOOT STEEL BRIDGE 225.48, IN THE TOP OF THE SOUTH END OF
 NJ0607'THE EAST CONCRETE ABUTMENT, 6 FEET SOUTH OF THE CENTERLINE
 NJ0607'OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 NJ0607'DISK, STAMPED R 73 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0573 ***********************************************************************
 NJ0573  DESIGNATION -  R 75
 NJ0573  PID         -  NJ0573
 NJ0573  STATE/COUNTY-  IA/LINN
 NJ0573  USGS QUAD   -  CENTER POINT (1982)
 NJ0573
 NJ0573                         *CURRENT SURVEY CONTROL
 NJ0573  ___________________________________________________________________
 NJ0573* NAD 83(1986)-  42 09 18.     (N)    091 45 42.     (W)     SCALED    
 NJ0573* NAVD 88     -       247.516  (meters)     812.06   (feet)  ADJUSTED  
 NJ0573  ___________________________________________________________________
 NJ0573  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 NJ0573  DYNAMIC HT  -         247.435 (meters)     811.79  (feet)  COMP
 NJ0573  MODELED GRAV-     980,291.4   (mgal)                       NAVD 88
 NJ0573
 NJ0573  VERT ORDER  -  SECOND    CLASS 0
 NJ0573
 NJ0573.The horizontal coordinates were scaled from a topographic map and have
 NJ0573.an estimated accuracy of +/- 6 seconds.
 NJ0573
 NJ0573.The orthometric height was determined by differential leveling
 NJ0573.and adjusted by the National Geodetic Survey in June 1991..
 NJ0573
 NJ0573.The geoid height was determined by GEOID03.
 NJ0573
 NJ0573.The dynamic height is computed by dividing the NAVD 88
 NJ0573.geopotential number by the normal gravity value computed on the
 NJ0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0573.degrees latitude (g = 980.6199 gals.).
 NJ0573
 NJ0573.The modeled gravity was interpolated from observed gravity values.
 NJ0573
 NJ0573;                    North         East    Units  Estimated Accuracy
 NJ0573;SPC IA N     - 1,074,230.    1,643,660.      MT  (+/- 180 meters Scaled)
 NJ0573
 NJ0573                          SUPERSEDED SURVEY CONTROL
 NJ0573
 NJ0573  NGVD 29 (??/??/92)  247.545  (m)          812.15   (f) ADJ UNCH    2 0
 NJ0573
 NJ0573.Superseded values are not recommended for survey control.
 NJ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0573.See file dsdata.txt to determine how the superseded data were derived.
 NJ0573
 NJ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG023677(NAD 83)
 NJ0573_MARKER: DB = BENCH MARK DISK
 NJ0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0573_SP_SET: ABUTMENT
 NJ0573_STAMPING: R 75 1934
 NJ0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0573+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2004
 NJ0573
 NJ0573  HISTORY     - Date     Condition        Report By
 NJ0573  HISTORY     - 1934     MONUMENTED       CGS
 NJ0573  HISTORY     - 19940504 GOOD             USPSQD
 NJ0573  HISTORY     - 20040906 GOOD             GEOCAC
 NJ0573
 NJ0573                          STATION DESCRIPTION
 NJ0573
 NJ0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0573'2.8 MI SE FROM CENTER POINT.
 NJ0573'2.8 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0573'RAILWAY FROM THE STATION AT CENTER POINT, LINN COUNTY, 5 POLES
 NJ0573'NORTH OF MILEPOST 15, AT 35-FOOT STEEL BRIDGE 153, IN THE TOP OF THE
 NJ0573'BEAM REST OF THE SOUTH CONCRETE ABUTMENT, 16 INCHES WEST OF THE
 NJ0573'SOUTH END OF THE WEST BEAM, 1 FOOT NORTH OF THE BACK WALL, 8
 NJ0573'FEET WEST OF THE CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN
 NJ0573'THE TRACK.  A STANDARD DISK, STAMPED R 75 1934.
 NJ0573
 NJ0573                          STATION RECOVERY (1994)
 NJ0573
 NJ0573'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0573'RECOVERED IN GOOD CONDITION.
 NJ0573
 NJ0573                          STATION RECOVERY (2004)
 NJ0573
 NJ0573'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 NJ0573'FOUND IN GOOD CONDITION, ALTHOUGH SOME OF CONCRETE IS CRUMBLING
 NJ0573'NEARBY. TRACK AND BRIDGE BEAMS GONE. ABUTMENT IS LOCATED 390 FEET NNW
 NJ0573'OF WHERE THE TRACKS CROSSED NELSON CREEK ROAD, THAT CROSSING BEING
 NJ0573'ABOUT 100 YARDS WEST OF THE CREEK. HANDHELD COORDINATES N42 09.303
 NJ0573'W091 45.712. SKY IS MORE THAN HALF OBSCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0376 ***********************************************************************
 MG0376  DESIGNATION -  R 76
 MG0376  PID         -  MG0376
 MG0376  STATE/COUNTY-  IA/JOHNSON
 MG0376  USGS QUAD   -  IOWA CITY EAST (1993)
 MG0376
 MG0376                         *CURRENT SURVEY CONTROL
 MG0376  ___________________________________________________________________
 MG0376* NAD 83(1986)-  41 43 13.     (N)    091 25 11.     (W)     SCALED    
 MG0376* NAVD 88     -       229.889  (meters)     754.23   (feet)  ADJUSTED  
 MG0376  ___________________________________________________________________
 MG0376  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 MG0376  DYNAMIC HT  -         229.800 (meters)     753.94  (feet)  COMP
 MG0376  MODELED GRAV-     980,231.3   (mgal)                       NAVD 88
 MG0376
 MG0376  VERT ORDER  -  SECOND    CLASS 0
 MG0376
 MG0376.The horizontal coordinates were scaled from a topographic map and have
 MG0376.an estimated accuracy of +/- 6 seconds.
 MG0376
 MG0376.The orthometric height was determined by differential leveling
 MG0376.and adjusted by the National Geodetic Survey in June 1991..
 MG0376
 MG0376.The geoid height was determined by GEOID03.
 MG0376
 MG0376.The dynamic height is computed by dividing the NAVD 88
 MG0376.geopotential number by the normal gravity value computed on the
 MG0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0376.degrees latitude (g = 980.6199 gals.).
 MG0376
 MG0376.The modeled gravity was interpolated from observed gravity values.
 MG0376
 MG0376;                    North         East    Units  Estimated Accuracy
 MG0376;SPC IA S     -   193,110.      673,090.      MT  (+/- 180 meters Scaled)
 MG0376
 MG0376                          SUPERSEDED SURVEY CONTROL
 MG0376
 MG0376  NGVD 29 (??/??/92)  229.929  (m)          754.36   (f) ADJ UNCH    2 0
 MG0376
 MG0376.Superseded values are not recommended for survey control.
 MG0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0376.See file dsdata.txt to determine how the superseded data were derived.
 MG0376
 MG0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG314199(NAD 83)
 MG0376_MARKER: DB = BENCH MARK DISK
 MG0376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0376_SP_SET: FOUNDATION
 MG0376_STAMPING: R 76 1934
 MG0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0376
 MG0376  HISTORY     - Date     Condition        Report By
 MG0376  HISTORY     - 1934     MONUMENTED       CGS
 MG0376  HISTORY     - 1934     GOOD             NGS
 MG0376
 MG0376                          STATION DESCRIPTION
 MG0376
 MG0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0376'AT ELMIRA.
 MG0376'AT ELMIRA, JOHNSON COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0376'RAILWAY, 12 POLES NORTHWEST OF MILEPOST 75, AT A WATER TOWER, IN
 MG0376'THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE
 MG0376'WEST LEG AND 38 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.
 MG0376'A STANDARD DISK, STAMPED R 76 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0395 ***********************************************************************
 MG0395  DESIGNATION -  R 77
 MG0395  PID         -  MG0395
 MG0395  STATE/COUNTY-  IA/CEDAR
 MG0395  USGS QUAD   -  CEDAR BLUFF (1965)
 MG0395
 MG0395                         *CURRENT SURVEY CONTROL
 MG0395  ___________________________________________________________________
 MG0395* NAD 83(1986)-  41 45 13.     (N)    091 16 11.     (W)     SCALED    
 MG0395* NAVD 88     -       205.022  (meters)     672.64   (feet)  ADJUSTED  
 MG0395  ___________________________________________________________________
 MG0395  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MG0395  DYNAMIC HT  -         204.945 (meters)     672.39  (feet)  COMP
 MG0395  MODELED GRAV-     980,243.8   (mgal)                       NAVD 88
 MG0395
 MG0395  VERT ORDER  -  SECOND    CLASS 0
 MG0395
 MG0395.The horizontal coordinates were scaled from a topographic map and have
 MG0395.an estimated accuracy of +/- 6 seconds.
 MG0395
 MG0395.The orthometric height was determined by differential leveling
 MG0395.and adjusted by the National Geodetic Survey in June 1991..
 MG0395
 MG0395.The geoid height was determined by GEOID03.
 MG0395
 MG0395.The dynamic height is computed by dividing the NAVD 88
 MG0395.geopotential number by the normal gravity value computed on the
 MG0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0395.degrees latitude (g = 980.6199 gals.).
 MG0395
 MG0395.The modeled gravity was interpolated from observed gravity values.
 MG0395
 MG0395;                    North         East    Units  Estimated Accuracy
 MG0395;SPC IA S     -   197,120.      685,470.      MT  (+/- 180 meters Scaled)
 MG0395
 MG0395                          SUPERSEDED SURVEY CONTROL
 MG0395
 MG0395  NGVD 29 (??/??/92)  205.069  (m)          672.80   (f) ADJ UNCH    2 0
 MG0395
 MG0395.Superseded values are not recommended for survey control.
 MG0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0395.See file dsdata.txt to determine how the superseded data were derived.
 MG0395
 MG0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG438238(NAD 83)
 MG0395_MARKER: DB = BENCH MARK DISK
 MG0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0395_SP_SET: PIER
 MG0395_STAMPING: R 77 1934
 MG0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0395
 MG0395  HISTORY     - Date     Condition        Report By
 MG0395  HISTORY     - 1934     MONUMENTED       CGS
 MG0395  HISTORY     - 1957     GOOD             NGS
 MG0395  HISTORY     - 1963     MARK NOT FOUND   USGS
 MG0395  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0395
 MG0395                          STATION DESCRIPTION
 MG0395
 MG0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MG0395'1.7 MI SW FROM BUCHANAN.
 MG0395'1.7 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0395'RAILWAY FROM THE STATION AT BUCHANAN, CEDAR COUNTY, 6 POLES EAST
 MG0395'OF MILEPOST 31, AT STEEL BRIDGE 312 OVER CEDAR RIVER, IN THE CENTER
 MG0395'OF THE NORTH END OF THE FIRST CONCRETE PIER EAST OF THE RIVER,
 MG0395'8 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 5 FEET LOWER
 MG0395'THAN THE RAIL.  A STANDARD DISK, STAMPED R 77 1934.  NOTE--
 MG0395'SUPERSTRUCTURE OF BRIDGE HAS BEEN PERMANENTLY REMOVED, PIERS WERE
 MG0395'LEFT STANDING.
 MG0395
 MG0395                          STATION RECOVERY (1963)
 MG0395
 MG0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MG0395'MARK NOT FOUND.
 MG0395
 MG0395                          STATION RECOVERY (1998)
 MG0395
 MG0395'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0183 ***********************************************************************
 NJ0183  DESIGNATION -  R 78
 NJ0183  PID         -  NJ0183
 NJ0183  STATE/COUNTY-  IA/JACKSON
 NJ0183  USGS QUAD   -  SAVANNA (1990)
 NJ0183
 NJ0183                         *CURRENT SURVEY CONTROL
 NJ0183  ___________________________________________________________________
 NJ0183* NAD 83(1986)-  42 04 19.     (N)    090 13 44.     (W)     SCALED    
 NJ0183* NAVD 88     -       262.357  (meters)     860.75   (feet)  ADJUSTED  
 NJ0183  ___________________________________________________________________
 NJ0183  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 NJ0183  DYNAMIC HT  -         262.267 (meters)     860.45  (feet)  COMP
 NJ0183  MODELED GRAV-     980,272.6   (mgal)                       NAVD 88
 NJ0183
 NJ0183  VERT ORDER  -  SECOND    CLASS 0
 NJ0183
 NJ0183.The horizontal coordinates were scaled from a topographic map and have
 NJ0183.an estimated accuracy of +/- 6 seconds.
 NJ0183
 NJ0183.The orthometric height was determined by differential leveling
 NJ0183.and adjusted by the National Geodetic Survey in June 1991..
 NJ0183
 NJ0183.The geoid height was determined by GEOID03.
 NJ0183
 NJ0183.The dynamic height is computed by dividing the NAVD 88
 NJ0183.geopotential number by the normal gravity value computed on the
 NJ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0183.degrees latitude (g = 980.6199 gals.).
 NJ0183
 NJ0183.The modeled gravity was interpolated from observed gravity values.
 NJ0183
 NJ0183;                    North         East    Units  Estimated Accuracy
 NJ0183;SPC IA N     - 1,068,770.    1,770,640.      MT  (+/- 180 meters Scaled)
 NJ0183
 NJ0183                          SUPERSEDED SURVEY CONTROL
 NJ0183
 NJ0183  NGVD 29 (??/??/92)  262.39   (m)          860.9    (f) COMPUTED    2 0
 NJ0183
 NJ0183.Superseded values are not recommended for survey control.
 NJ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0183.See file dsdata.txt to determine how the superseded data were derived.
 NJ0183
 NJ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG292614(NAD 83)
 NJ0183_MARKER: DB = BENCH MARK DISK
 NJ0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0183_SP_SET: CULVERT
 NJ0183_STAMPING: R-78 1934
 NJ0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0183
 NJ0183  HISTORY     - Date     Condition        Report By
 NJ0183  HISTORY     - 1934     MONUMENTED       CGS
 NJ0183  HISTORY     - 19940610 MARK NOT FOUND   USPSQD
 NJ0183  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0183
 NJ0183                          STATION DESCRIPTION
 NJ0183
 NJ0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0183'3.1 MI W FROM SABULA.
 NJ0183'KNIGHTS OF PYTHIAS HALL, SABULA, 3.1 MILES WEST OF.  ALONG STATE
 NJ0183'HIGHWAY 117, SAVANNA TO MAQUOKETA ROAD, AT 2 FOOT BY 3 FOOT R C B
 NJ0183'CULVERT AT ORCHARD WEST OF FARM HOUSE.  SET IN THE EAST END OF THE
 NJ0183'SOUTH HEADWALL, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 NJ0183'2 FEET BELOW ROAD LEVEL.
 NJ0183
 NJ0183                          STATION RECOVERY (1994)
 NJ0183
 NJ0183'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0183'MARK NOT FOUND.
 NJ0183
 NJ0183                          STATION RECOVERY (2001)
 NJ0183
 NJ0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0183'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0184 ***********************************************************************
 NJ0184  DESIGNATION -  R 78 RESET
 NJ0184  PID         -  NJ0184
 NJ0184  STATE/COUNTY-  IA/JACKSON
 NJ0184  USGS QUAD   -  SAVANNA (1990)
 NJ0184
 NJ0184                         *CURRENT SURVEY CONTROL
 NJ0184  ___________________________________________________________________
 NJ0184* NAD 83(1986)-  42 04 19.     (N)    090 13 44.     (W)     SCALED    
 NJ0184* NAVD 88     -       262.69   (meters)     861.8    (feet)  RESET     
 NJ0184  ___________________________________________________________________
 NJ0184  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 NJ0184
 NJ0184  VERT ORDER  -  THIRD
 NJ0184
 NJ0184.The horizontal coordinates were scaled from a topographic map and have
 NJ0184.an estimated accuracy of +/- 6 seconds.
 NJ0184
 NJ0184.The orthometric height was computed from unverified reset data.
 NJ0184.No vertical observational check was made to the station.
 NJ0184
 NJ0184.The geoid height was determined by GEOID03.
 NJ0184
 NJ0184;                    North         East    Units  Estimated Accuracy
 NJ0184;SPC IA N     - 1,068,770.    1,770,640.      MT  (+/- 180 meters Scaled)
 NJ0184
 NJ0184                          SUPERSEDED SURVEY CONTROL
 NJ0184
 NJ0184  NGVD 29 (??/??/??)  262.72   (m)          861.9    (f) RESET       3  
 NJ0184
 NJ0184.Superseded values are not recommended for survey control.
 NJ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0184.See file dsdata.txt to determine how the superseded data were derived.
 NJ0184
 NJ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG292614(NAD 83)
 NJ0184_MARKER: DB = BENCH MARK DISK
 NJ0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0184_SP_SET: CULVERT
 NJ0184_STAMPING: R 78 RESET 1940
 NJ0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0184
 NJ0184  HISTORY     - Date     Condition        Report By
 NJ0184  HISTORY     - 1940     MONUMENTED       IAHD
 NJ0184  HISTORY     - 19940610 GOOD             USPSQD
 NJ0184  HISTORY     - 20010331 GOOD             NGS
 NJ0184
 NJ0184                          STATION DESCRIPTION
 NJ0184
 NJ0184'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1940
 NJ0184'3.1 MI W FROM SABULA.
 NJ0184'3.1 MILES WEST ALONG STATE HIGHWAY 64 FROM THE KNIGHT OF PYTHIAS
 NJ0184'HALL AT SABULA, JACKSON COUNTY, NEAR AN ORCHARD WEST OF A FARMHOUSE,
 NJ0184'AT A 2- BY 2-FOOT CONCRETE-BOX CULVERT (REBUILT IN 1940), AND IN
 NJ0184'THE TOP OF THE SOUTH CONCRETE HEADWALL.
 NJ0184
 NJ0184                          STATION RECOVERY (1994)
 NJ0184
 NJ0184'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0184'RECOVERED IN GOOD CONDITION.
 NJ0184
 NJ0184                          STATION RECOVERY (2001)
 NJ0184
 NJ0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0184'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0245 ***********************************************************************
 NJ0245  DESIGNATION -  R 79
 NJ0245  PID         -  NJ0245
 NJ0245  STATE/COUNTY-  IA/JACKSON
 NJ0245  USGS QUAD   -  BALDWIN (1980)
 NJ0245
 NJ0245                         *CURRENT SURVEY CONTROL
 NJ0245  ___________________________________________________________________
 NJ0245* NAD 83(1986)-  42 04 23.     (N)    090 50 25.     (W)     SCALED    
 NJ0245* NAVD 88     -       218.279  (meters)     716.14   (feet)  ADJUSTED  
 NJ0245  ___________________________________________________________________
 NJ0245  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 NJ0245  DYNAMIC HT  -         218.205 (meters)     715.89  (feet)  COMP
 NJ0245  MODELED GRAV-     980,274.6   (mgal)                       NAVD 88
 NJ0245
 NJ0245  VERT ORDER  -  SECOND    CLASS 0
 NJ0245
 NJ0245.The horizontal coordinates were scaled from a topographic map and have
 NJ0245.an estimated accuracy of +/- 6 seconds.
 NJ0245
 NJ0245.The orthometric height was determined by differential leveling
 NJ0245.and adjusted by the National Geodetic Survey in June 1991..
 NJ0245
 NJ0245.The geoid height was determined by GEOID03.
 NJ0245
 NJ0245.The dynamic height is computed by dividing the NAVD 88
 NJ0245.geopotential number by the normal gravity value computed on the
 NJ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0245.degrees latitude (g = 980.6199 gals.).
 NJ0245
 NJ0245.The modeled gravity was interpolated from observed gravity values.
 NJ0245
 NJ0245;                    North         East    Units  Estimated Accuracy
 NJ0245;SPC IA N     - 1,067,120.    1,720,070.      MT  (+/- 180 meters Scaled)
 NJ0245
 NJ0245                          SUPERSEDED SURVEY CONTROL
 NJ0245
 NJ0245  NGVD 29 (??/??/92)  218.322  (m)          716.28   (f) ADJ UNCH    2 0
 NJ0245
 NJ0245.Superseded values are not recommended for survey control.
 NJ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0245.See file dsdata.txt to determine how the superseded data were derived.
 NJ0245
 NJ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG786601(NAD 83)
 NJ0245_MARKER: DB = BENCH MARK DISK
 NJ0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0245_SP_SET: CULVERT
 NJ0245_STAMPING: R 79 1934
 NJ0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0245
 NJ0245  HISTORY     - Date     Condition        Report By
 NJ0245  HISTORY     - 1934     MONUMENTED       CGS
 NJ0245  HISTORY     - 19941026 GOOD             USPSQD
 NJ0245  HISTORY     - 20010331 GOOD             NGS
 NJ0245
 NJ0245                          STATION DESCRIPTION
 NJ0245
 NJ0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0245'AT BALDWIN.
 NJ0245'AT BALDWIN, JACKSON COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NJ0245'RAILWAY, 1750 FEET WEST OF THE STATION, MIDWAY BETWEEN POLES
 NJ0245'47+02 AND 47+03, 95 FEET EAST OF STEEL OVERHEAD BRIDGE 1331, AT
 NJ0245'A 4- BY 4-FOOT STONE BOX CULVERT, IN THE TOP OF THE NORTHWEST
 NJ0245'CORNER OF THE NORTH HEADWALL, 25 FEET NORTH OF THE CENTERLINE OF
 NJ0245'THE TRACK, AND 7 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 NJ0245'STAMPED R 79 1934.
 NJ0245
 NJ0245                          STATION RECOVERY (1994)
 NJ0245
 NJ0245'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0245'RECOVERED IN GOOD CONDITION.
 NJ0245
 NJ0245                          STATION RECOVERY (2001)
 NJ0245
 NJ0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0245'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0230 ***********************************************************************
 LF0230  DESIGNATION -  R 8
 LF0230  PID         -  LF0230
 LF0230  STATE/COUNTY-  IA/PAGE
 LF0230  USGS QUAD   -  BLANCHARD (1981)
 LF0230
 LF0230                         *CURRENT SURVEY CONTROL
 LF0230  ___________________________________________________________________
 LF0230* NAD 83(1986)-  40 34 45.     (N)    095 13 28.     (W)     SCALED    
 LF0230* NAVD 88     -       300.281  (meters)     985.17   (feet)  ADJUSTED  
 LF0230  ___________________________________________________________________
 LF0230  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 LF0230  DYNAMIC HT  -         300.122 (meters)     984.65  (feet)  COMP
 LF0230  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 LF0230
 LF0230  VERT ORDER  -  FIRST     CLASS II
 LF0230
 LF0230.The horizontal coordinates were scaled from a topographic map and have
 LF0230.an estimated accuracy of +/- 6 seconds.
 LF0230
 LF0230.The orthometric height was determined by differential leveling
 LF0230.and adjusted by the National Geodetic Survey in June 1991..
 LF0230
 LF0230.The geoid height was determined by GEOID03.
 LF0230
 LF0230.The dynamic height is computed by dividing the NAVD 88
 LF0230.geopotential number by the normal gravity value computed on the
 LF0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0230.degrees latitude (g = 980.6199 gals.).
 LF0230
 LF0230.The modeled gravity was interpolated from observed gravity values.
 LF0230
 LF0230;                    North         East    Units  Estimated Accuracy
 LF0230;SPC IA S     -    65,760.      354,000.      MT  (+/- 180 meters Scaled)
 LF0230
 LF0230                          SUPERSEDED SURVEY CONTROL
 LF0230
 LF0230  NGVD 29 (??/??/92)  300.182  (m)          984.85   (f) ADJ UNCH    1 2
 LF0230
 LF0230.Superseded values are not recommended for survey control.
 LF0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0230.See file dsdata.txt to determine how the superseded data were derived.
 LF0230
 LF0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE117944(NAD 83)
 LF0230_MARKER: DB = BENCH MARK DISK
 LF0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0230_STAMPING: R 8 1933
 LF0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0230+STABILITY: SURFACE MOTION
 LF0230
 LF0230  HISTORY     - Date     Condition        Report By
 LF0230  HISTORY     - 1933     MONUMENTED       CGS
 LF0230  HISTORY     - 1941     GOOD             NGS
 LF0230
 LF0230                          STATION DESCRIPTION
 LF0230
 LF0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0230'AT BLANCHARD.
 LF0230'AT BLANCHARD, PAGE COUNTY, 25 FEET SOUTH OF THE SOUTH END OF THE
 LF0230'WABASH RAILWAY STATION, 7 RAILS NORTH OF THE MISSOURI-IOWA STATE
 LF0230'LINE, 30 FEET EAST OF THE TRACK, AND 1 FOOT NORTH OF A CONCRETE
 LF0230'WALK IN A PARK.  A STANDARD DISK, STAMPED R 8 1933 AND SET IN
 LF0230'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0497 ***********************************************************************
 NJ0497  DESIGNATION -  R 80
 NJ0497  PID         -  NJ0497
 NJ0497  STATE/COUNTY-  IA/LINN
 NJ0497  USGS QUAD   -  SPRINGVILLE (1973)
 NJ0497
 NJ0497                         *CURRENT SURVEY CONTROL
 NJ0497  ___________________________________________________________________
 NJ0497* NAD 83(1986)-  42 01 15.     (N)    091 28 43.     (W)     SCALED    
 NJ0497* NAVD 88     -       239.871  (meters)     786.98   (feet)  ADJUSTED  
 NJ0497  ___________________________________________________________________
 NJ0497  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 NJ0497  DYNAMIC HT  -         239.782 (meters)     786.68  (feet)  COMP
 NJ0497  MODELED GRAV-     980,242.7   (mgal)                       NAVD 88
 NJ0497
 NJ0497  VERT ORDER  -  SECOND    CLASS 0
 NJ0497
 NJ0497.The horizontal coordinates were scaled from a topographic map and have
 NJ0497.an estimated accuracy of +/- 6 seconds.
 NJ0497
 NJ0497.The orthometric height was determined by differential leveling
 NJ0497.and adjusted by the National Geodetic Survey in June 1991..
 NJ0497
 NJ0497.The geoid height was determined by GEOID03.
 NJ0497
 NJ0497.The dynamic height is computed by dividing the NAVD 88
 NJ0497.geopotential number by the normal gravity value computed on the
 NJ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0497.degrees latitude (g = 980.6199 gals.).
 NJ0497
 NJ0497.The modeled gravity was interpolated from observed gravity values.
 NJ0497
 NJ0497;                    North         East    Units  Estimated Accuracy
 NJ0497;SPC IA N     - 1,059,850.    1,667,400.      MT  (+/- 180 meters Scaled)
 NJ0497
 NJ0497                          SUPERSEDED SURVEY CONTROL
 NJ0497
 NJ0497  NGVD 29 (??/??/92)  239.90   (m)          787.1    (f) COMPUTED    2 0
 NJ0497
 NJ0497.Superseded values are not recommended for survey control.
 NJ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0497.See file dsdata.txt to determine how the superseded data were derived.
 NJ0497
 NJ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG259532(NAD 83)
 NJ0497_MARKER: DB = BENCH MARK DISK
 NJ0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0497_SP_SET: ABUTMENT
 NJ0497_STAMPING: R-80 1934
 NJ0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0497
 NJ0497  HISTORY     - Date     Condition        Report By
 NJ0497  HISTORY     - 1934     MONUMENTED       CGS
 NJ0497  HISTORY     - 19980808 MARK NOT FOUND   USPSQD
 NJ0497
 NJ0497                          STATION DESCRIPTION
 NJ0497
 NJ0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0497'2 MI W FROM PARALTA.
 NJ0497'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 12
 NJ0497'POLES EAST OF MILEPOST 221.  SET IN THE SOUTHEAST CORNER OF THE
 NJ0497'WEST ABUTMENT OF 150 FOOT STEEL BRIDGE, 8 FEET SOUTH OF THE
 NJ0497'CENTER LINE OF THE TRACK, 0.5 FOOT BELOW RAIL LEVEL.
 NJ0497
 NJ0497                          STATION RECOVERY (1998)
 NJ0497
 NJ0497'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0498 ***********************************************************************
 NJ0498  DESIGNATION -  R 80 RESET
 NJ0498  PID         -  NJ0498
 NJ0498  STATE/COUNTY-  IA/LINN
 NJ0498  USGS QUAD   -  SPRINGVILLE (1973)
 NJ0498
 NJ0498                         *CURRENT SURVEY CONTROL
 NJ0498  ___________________________________________________________________
 NJ0498* NAD 83(1986)-  42 01 15.     (N)    091 28 43.     (W)     SCALED    
 NJ0498* NAVD 88     -       240.18   (meters)     788.0    (feet)  RESET     
 NJ0498  ___________________________________________________________________
 NJ0498  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 NJ0498
 NJ0498  VERT ORDER  -  THIRD
 NJ0498
 NJ0498.The horizontal coordinates were scaled from a topographic map and have
 NJ0498.an estimated accuracy of +/- 6 seconds.
 NJ0498
 NJ0498.The orthometric height was computed from unverified reset data.
 NJ0498
 NJ0498.The geoid height was determined by GEOID03.
 NJ0498
 NJ0498;                    North         East    Units  Estimated Accuracy
 NJ0498;SPC IA N     - 1,059,850.    1,667,400.      MT  (+/- 180 meters Scaled)
 NJ0498
 NJ0498                          SUPERSEDED SURVEY CONTROL
 NJ0498
 NJ0498  NGVD 29 (??/??/??)  240.21   (m)          788.1    (f) RESET       3  
 NJ0498
 NJ0498.Superseded values are not recommended for survey control.
 NJ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0498.See file dsdata.txt to determine how the superseded data were derived.
 NJ0498
 NJ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG259532(NAD 83)
 NJ0498_MARKER: DB = BENCH MARK DISK
 NJ0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0498_SP_SET: ABUTMENT
 NJ0498_STAMPING: R 80 RESET 1946
 NJ0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0498+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2004
 NJ0498
 NJ0498  HISTORY     - Date     Condition        Report By
 NJ0498  HISTORY     - 1946     MONUMENTED       CMPPRR
 NJ0498  HISTORY     - 19980808 MARK NOT FOUND   USPSQD
 NJ0498  HISTORY     - 20040807 GOOD             GEOCAC
 NJ0498  HISTORY     - 20060126 POOR             GEOCAC
 NJ0498
 NJ0498                          STATION DESCRIPTION
 NJ0498
 NJ0498'DESCRIBED BY MILWAUKEE AND PACIF 1946
 NJ0498'2 MI W FROM PARALTA.
 NJ0498'2.0 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0498'PACIFIC RAILROAD FROM THE RAILROAD JUNCTION AT PARALTA, LINN
 NJ0498'COUNTY, 12 POLES EAST OF MILEPOST 221, AT BRIDGE Z 790, IN THE
 NJ0498'TOP OF THE SOUTH PARAPET OF THE WEST ABUTMENT, AND 3.7 FEET EAST
 NJ0498'OF THE WEST END.  A STANDARD DISK, STAMPED R 80 RESET 1946.
 NJ0498
 NJ0498                          STATION RECOVERY (1998)
 NJ0498
 NJ0498'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0498'MARK NOT FOUND.
 NJ0498
 NJ0498                          STATION RECOVERY (2004)
 NJ0498
 NJ0498'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 NJ0498'THE TRACKS ARE GONE BUT THE SOUTH PARAPET ON THE WEST SIDE OF THE
 NJ0498'CREEK IS READILY VISIBLE FROM SECRIST ROAD.
 NJ0498' 
 NJ0498'DISK FOUND SOLIDLY SET 1/2 INCH ABOVE LEVEL OF CONCRETE 3.7 FEET WEST
 NJ0498'OF EAST END, OPPOSITE OF POSITION DESCRIBED, AND THUS 14 FEET EAST OF
 NJ0498'STATED POSITION. FACE OF DISK IS MARRED BUT STILL READABLE.
 NJ0498' 
 NJ0498'HANDHELD COORDINATES N42 01.260 W091 28.724 WHICH IS 128 FEET WNW OF
 NJ0498'PUBLISHED COORDINATES, A TYPICAL OFFSET AND DIRECTION FOR SCALED
 NJ0498'BENCHMARKS IN THIS AREA. SKY IS MORE THAN HALF OBSCURED BY TREE COVER.
 NJ0498' 
 NJ0498
 NJ0498                          STATION RECOVERY (2006)
 NJ0498
 NJ0498'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0498'THE STONE IN WHICH THE DISK IS MOUNTED HAS SHIFTED HORIZONTALLY,
 NJ0498'LIKELY DURING RECENT REGRADING AND BRUSH REMOVAL ALONG THE ADJACENT
 NJ0498'LINN COUNTY SECRIST ROAD.  NO OBVIOUS CHANGE IN HEIGHT OF MOUNTING.
 NJ0498'USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0047 ***********************************************************************
 NK0047  DESIGNATION -  R 81
 NK0047  PID         -  NK0047
 NK0047  STATE/COUNTY-  IA/BENTON
 NK0047  USGS QUAD   -  GARRISON (1971)
 NK0047
 NK0047                         *CURRENT SURVEY CONTROL
 NK0047  ___________________________________________________________________
 NK0047* NAD 83(1986)-  42 08 34.     (N)    092 08 42.     (W)     SCALED    
 NK0047* NAVD 88     -       264.454  (meters)     867.63   (feet)  ADJUSTED  
 NK0047  ___________________________________________________________________
 NK0047  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 NK0047  DYNAMIC HT  -         264.369 (meters)     867.35  (feet)  COMP
 NK0047  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 NK0047
 NK0047  VERT ORDER  -  SECOND    CLASS 0
 NK0047
 NK0047.The horizontal coordinates were scaled from a topographic map and have
 NK0047.an estimated accuracy of +/- 6 seconds.
 NK0047
 NK0047.The orthometric height was determined by differential leveling
 NK0047.and adjusted by the National Geodetic Survey in June 1991..
 NK0047
 NK0047.The geoid height was determined by GEOID03.
 NK0047
 NK0047.The dynamic height is computed by dividing the NAVD 88
 NK0047.geopotential number by the normal gravity value computed on the
 NK0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0047.degrees latitude (g = 980.6199 gals.).
 NK0047
 NK0047.The modeled gravity was interpolated from observed gravity values.
 NK0047
 NK0047;                    North         East    Units  Estimated Accuracy
 NK0047;SPC IA N     - 1,072,300.    1,612,010.      MT  (+/- 180 meters Scaled)
 NK0047
 NK0047                          SUPERSEDED SURVEY CONTROL
 NK0047
 NK0047.No superseded survey control is available for this station.
 NK0047
 NK0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG706659(NAD 83)
 NK0047_MARKER: DB = BENCH MARK DISK
 NK0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0047_SP_SET: WALL
 NK0047_STAMPING: R 81 1934
 NK0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0047
 NK0047  HISTORY     - Date     Condition        Report By
 NK0047  HISTORY     - 1934     MONUMENTED       CGS
 NK0047
 NK0047                          STATION DESCRIPTION
 NK0047
 NK0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0047'AT GARRISON.
 NK0047'AT GARRISON, BENTON COUNTY, AT THE CHICAGO, ROCK ISLAND AND
 NK0047'PACIFIC RAILWAY STATION, 28 POLES WEST OF MILEPOST 29, IN THE
 NK0047'SOUTHWEST CORNER OF THE BRICK WALL OF THE TICKET OFFICE, AND
 NK0047'5 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED R 81 1934
 NK0047'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0093 ***********************************************************************
 NK0093  DESIGNATION -  R 82
 NK0093  PID         -  NK0093
 NK0093  STATE/COUNTY-  IA/TAMA
 NK0093  USGS QUAD   -  CLUTIER (1971)
 NK0093
 NK0093                         *CURRENT SURVEY CONTROL
 NK0093  ___________________________________________________________________
 NK0093* NAD 83(1986)-  42 04 38.     (N)    092 24 16.     (W)     SCALED    
 NK0093* NAVD 88     -       262.499  (meters)     861.22   (feet)  ADJUSTED  
 NK0093  ___________________________________________________________________
 NK0093  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NK0093  DYNAMIC HT  -         262.407 (meters)     860.91  (feet)  COMP
 NK0093  MODELED GRAV-     980,263.6   (mgal)                       NAVD 88
 NK0093
 NK0093  VERT ORDER  -  SECOND    CLASS 0
 NK0093
 NK0093.The horizontal coordinates were scaled from a topographic map and have
 NK0093.an estimated accuracy of +/- 6 seconds.
 NK0093
 NK0093.The orthometric height was determined by differential leveling
 NK0093.and adjusted by the National Geodetic Survey in June 1991..
 NK0093
 NK0093.The geoid height was determined by GEOID03.
 NK0093
 NK0093.The dynamic height is computed by dividing the NAVD 88
 NK0093.geopotential number by the normal gravity value computed on the
 NK0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0093.degrees latitude (g = 980.6199 gals.).
 NK0093
 NK0093.The modeled gravity was interpolated from observed gravity values.
 NK0093
 NK0093;                    North         East    Units  Estimated Accuracy
 NK0093;SPC IA N     - 1,064,700.    1,590,660.      MT  (+/- 180 meters Scaled)
 NK0093
 NK0093                          SUPERSEDED SURVEY CONTROL
 NK0093
 NK0093  NGVD 29 (??/??/92)  262.495  (m)          861.20   (f) ADJ UNCH    2 0
 NK0093
 NK0093.Superseded values are not recommended for survey control.
 NK0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0093.See file dsdata.txt to determine how the superseded data were derived.
 NK0093
 NK0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG492585(NAD 83)
 NK0093_MARKER: DB = BENCH MARK DISK
 NK0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0093_SP_SET: WALL
 NK0093_STAMPING: R 82 1934
 NK0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0093
 NK0093  HISTORY     - Date     Condition        Report By
 NK0093  HISTORY     - 1934     MONUMENTED       CGS
 NK0093
 NK0093                          STATION DESCRIPTION
 NK0093
 NK0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0093'AT CLUTIER.
 NK0093'AT CLUTIER, TAMA COUNTY, 140 FEET NORTHWEST OF THE CHICAGO AND
 NK0093'NORTH WESTERN RAILWAY STATION, 55 FEET NORTH OF A ROAD CROSSING,
 NK0093'70 FEET WEST OF THE CENTER LINE OF THE TRACK, AT THE SOUTHEAST
 NK0093'CORNER OF THE ENGINE ROOM OF A CONCRETE ELEVATOR, AND IN THE
 NK0093'CONCRETE WALL, 5 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 NK0093'R 82 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0017 ***********************************************************************
 MH0017  DESIGNATION -  R 83
 MH0017  PID         -  MH0017
 MH0017  STATE/COUNTY-  IA/TAMA
 MH0017  USGS QUAD   -  CHELSEA (1968)
 MH0017
 MH0017                         *CURRENT SURVEY CONTROL
 MH0017  ___________________________________________________________________
 MH0017* NAD 83(1986)-  41 56 44.     (N)    092 29 06.     (W)     SCALED    
 MH0017* NAVD 88     -       244.254  (meters)     801.36   (feet)  ADJUSTED  
 MH0017  ___________________________________________________________________
 MH0017  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 MH0017  DYNAMIC HT  -         244.164 (meters)     801.06  (feet)  COMP
 MH0017  MODELED GRAV-     980,249.9   (mgal)                       NAVD 88
 MH0017
 MH0017  VERT ORDER  -  SECOND    CLASS 0
 MH0017
 MH0017.The horizontal coordinates were scaled from a topographic map and have
 MH0017.an estimated accuracy of +/- 6 seconds.
 MH0017
 MH0017.The orthometric height was determined by differential leveling
 MH0017.and adjusted by the National Geodetic Survey in June 1991..
 MH0017
 MH0017.The geoid height was determined by GEOID03.
 MH0017
 MH0017.The dynamic height is computed by dividing the NAVD 88
 MH0017.geopotential number by the normal gravity value computed on the
 MH0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0017.degrees latitude (g = 980.6199 gals.).
 MH0017
 MH0017.The modeled gravity was interpolated from observed gravity values.
 MH0017
 MH0017;                    North         East    Units  Estimated Accuracy
 MH0017;SPC IA N     - 1,050,000.    1,584,170.      MT  (+/- 180 meters Scaled)
 MH0017
 MH0017                          SUPERSEDED SURVEY CONTROL
 MH0017
 MH0017  NGVD 29 (??/??/92)  244.251  (m)          801.35   (f) ADJ UNCH    2 0
 MH0017
 MH0017.Superseded values are not recommended for survey control.
 MH0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0017.See file dsdata.txt to determine how the superseded data were derived.
 MH0017
 MH0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG426438(NAD 83)
 MH0017_MARKER: DB = BENCH MARK DISK
 MH0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0017_SP_SET: CULVERT
 MH0017_STAMPING: R 83 1934
 MH0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0017+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2004
 MH0017
 MH0017  HISTORY     - Date     Condition        Report By
 MH0017  HISTORY     - 1934     MONUMENTED       CGS
 MH0017  HISTORY     - 1985     GOOD             LOCENG
 MH0017  HISTORY     - 20040811 GOOD             GEOCAC
 MH0017
 MH0017                          STATION DESCRIPTION
 MH0017
 MH0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0017'5.1 MI E FROM TAMA.
 MH0017'5.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MH0017'FROM THE STATION AT TAMA, TAMA COUNTY, 3 POLES EAST OF MILEPOST
 MH0017'128, 235 FEET WEST OF A PUBLIC ROAD CROSSING, AT 6-BY 8-FOOT
 MH0017'REINFORCED CONCRETE BOX CULVERT 370, IN THE WEST END OF THE
 MH0017'SOUTH CONCRETE HEADWALL, 36 FEET SOUTH OF THE CENTERLINE OF THE
 MH0017'SOUTH TRACK, AND ABOUT 3 FEET LOWER THAN THE RAIL.  A STANDARD
 MH0017'DISK, STAMPED R 83 1934.
 MH0017
 MH0017                          STATION RECOVERY (1985)
 MH0017
 MH0017'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985
 MH0017'RECOVERED IN GOOD CONDITION.
 MH0017
 MH0017                          STATION RECOVERY (2004)
 MH0017
 MH0017'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0017'STATION AT TAMA NO LONGER EXISTS BUT THE TRACKS ARE ACTIVE. THE AREA
 MH0017'NEAR THIS CROSSING IS KNOWN AS 'LONG POINT.'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0600 ***********************************************************************
 MG0600  DESIGNATION -  R 84
 MG0600  PID         -  MG0600
 MG0600  STATE/COUNTY-  IA/BENTON
 MG0600  USGS QUAD   -  FAIRFAX (1993)
 MG0600
 MG0600                         *CURRENT SURVEY CONTROL
 MG0600  ___________________________________________________________________
 MG0600* NAD 83(1986)-  41 54 46.     (N)    091 52 01.     (W)     SCALED    
 MG0600* NAVD 88     -       236.428  (meters)     775.68   (feet)  ADJUSTED  
 MG0600  ___________________________________________________________________
 MG0600  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 MG0600  DYNAMIC HT  -         236.343 (meters)     775.40  (feet)  COMP
 MG0600  MODELED GRAV-     980,259.8   (mgal)                       NAVD 88
 MG0600
 MG0600  VERT ORDER  -  SECOND    CLASS 0
 MG0600
 MG0600.The horizontal coordinates were scaled from a topographic map and have
 MG0600.an estimated accuracy of +/- 6 seconds.
 MG0600
 MG0600.The orthometric height was determined by differential leveling
 MG0600.and adjusted by the National Geodetic Survey in June 1991..
 MG0600
 MG0600.The geoid height was determined by GEOID03.
 MG0600
 MG0600.The dynamic height is computed by dividing the NAVD 88
 MG0600.geopotential number by the normal gravity value computed on the
 MG0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0600.degrees latitude (g = 980.6199 gals.).
 MG0600
 MG0600.The modeled gravity was interpolated from observed gravity values.
 MG0600
 MG0600;                    North         East    Units  Estimated Accuracy
 MG0600;SPC IA N     - 1,047,160.    1,635,480.      MT  (+/- 180 meters Scaled)
 MG0600
 MG0600                          SUPERSEDED SURVEY CONTROL
 MG0600
 MG0600  NGVD 29 (??/??/92)  236.440  (m)          775.72   (f) ADJ UNCH    2 0
 MG0600
 MG0600.Superseded values are not recommended for survey control.
 MG0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0600.See file dsdata.txt to determine how the superseded data were derived.
 MG0600
 MG0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG939407(NAD 83)
 MG0600_MARKER: DB = BENCH MARK DISK
 MG0600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0600_SP_SET: ABUTMENT
 MG0600_STAMPING: R 84 1934
 MG0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0600+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 MG0600
 MG0600  HISTORY     - Date     Condition        Report By
 MG0600  HISTORY     - 1934     MONUMENTED       CGS
 MG0600  HISTORY     - 20040819 GOOD             GEOCAC
 MG0600
 MG0600                          STATION DESCRIPTION
 MG0600
 MG0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0600'3 MI E FROM NORWAY.
 MG0600'3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MG0600'THE STATION AT NORWAY, BENTON COUNTY, 25 POLES EAST OF MILEPOST
 MG0600'95, AT 60-FOOT STEEL BRIDGE 265, IN THE SOUTH END OF THE STONE
 MG0600'BACK WALL OF THE WEST ABUTMENT, 11 FEET SOUTH OF THE CENTERLINE
 MG0600'OF THE SOUTH TRACK, AND 1 FOOT LOWER THAN THE RAIL.  A STANDARD
 MG0600'DISK, STAMPED R 84 1934.
 MG0600
 MG0600                          STATION RECOVERY (2004)
 MG0600
 MG0600'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MG0600'FACE OF DISK IS SLIGHTLY MARRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0027 ***********************************************************************
 MH0027  DESIGNATION -  R 85
 MH0027  PID         -  MH0027
 MH0027  STATE/COUNTY-  IA/IOWA
 MH0027  USGS QUAD   -  WILLIAMSBURG (1968)
 MH0027
 MH0027                         *CURRENT SURVEY CONTROL
 MH0027  ___________________________________________________________________
 MH0027* NAD 83(1986)-  41 41 39.     (N)    092 00 30.     (W)     SCALED    
 MH0027* NAVD 88     -       254.213  (meters)     834.03   (feet)  ADJUSTED  
 MH0027  ___________________________________________________________________
 MH0027  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MH0027  DYNAMIC HT  -         254.114 (meters)     833.71  (feet)  COMP
 MH0027  MODELED GRAV-     980,227.9   (mgal)                       NAVD 88
 MH0027
 MH0027  VERT ORDER  -  SECOND    CLASS 0
 MH0027
 MH0027.The horizontal coordinates were scaled from a topographic map and have
 MH0027.an estimated accuracy of +/- 6 seconds.
 MH0027
 MH0027.The orthometric height was determined by differential leveling
 MH0027.and adjusted by the National Geodetic Survey in June 1991..
 MH0027
 MH0027.The geoid height was determined by GEOID03.
 MH0027
 MH0027.The dynamic height is computed by dividing the NAVD 88
 MH0027.geopotential number by the normal gravity value computed on the
 MH0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0027.degrees latitude (g = 980.6199 gals.).
 MH0027
 MH0027.The modeled gravity was interpolated from observed gravity values.
 MH0027
 MH0027;                    North         East    Units  Estimated Accuracy
 MH0027;SPC IA S     -   189,200.      624,170.      MT  (+/- 180 meters Scaled)
 MH0027
 MH0027                          SUPERSEDED SURVEY CONTROL
 MH0027
 MH0027  NGVD 29 (??/??/92)  254.223  (m)          834.06   (f) ADJ UNCH    2 0
 MH0027
 MH0027.Superseded values are not recommended for survey control.
 MH0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0027.See file dsdata.txt to determine how the superseded data were derived.
 MH0027
 MH0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG825162(NAD 83)
 MH0027_MARKER: DB = BENCH MARK DISK
 MH0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0027_SP_SET: CULVERT
 MH0027_STAMPING: R 85 1934
 MH0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0027
 MH0027  HISTORY     - Date     Condition        Report By
 MH0027  HISTORY     - 1934     MONUMENTED       CGS
 MH0027  HISTORY     - 1982     GOOD             NGS
 MH0027  HISTORY     - 19991028 MARK NOT FOUND   NGS
 MH0027  HISTORY     - 19991210 MARK NOT FOUND   AERSVC
 MH0027
 MH0027                          STATION DESCRIPTION
 MH0027
 MH0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0027'2.8 MI S FROM CONROY.
 MH0027'2.8 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MH0027'PACIFIC RAILROAD FROM THE POST OFFICE AT CONROY, IOWA COUNTY,
 MH0027'6-1/2 POLES SOUTH OF MILEPOST 55, 2-1/2 POLES SOUTH OF A PUBLIC
 MH0027'ROAD CROSSING, 70 FEET WEST OF THE CENTERLINE OF THE TRACK,
 MH0027'AT A 2-BY 2-FOOT REINFORCED CONCRETE-BOX HIGHWAY CULVERT,
 MH0027'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL, AND
 MH0027'ABOUT 7 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 MH0027'R 85 1934.
 MH0027
 MH0027                          STATION RECOVERY (1982)
 MH0027
 MH0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MH0027'4.10 KM (2.55 MI) SOUTH ALONG STATE HIGHWAY 149, FROM THE JUNCTION
 MH0027'WITH IOWA COUNTY ROAD F 34, AT THE WEST EDGE OF CONROY, TO THE MARK
 MH0027'ON THE LEFT, 9.75 M (32 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND
 MH0027'IN THE SOUTH END OF THE EAST HEADWALL OF A CULVERT.
 MH0027
 MH0027                          STATION RECOVERY (1999)
 MH0027
 MH0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 MH0027'12/13/99 TO REPORT NOT FOUND/DESTROYED.
 MH0027
 MH0027                          STATION RECOVERY (1999)
 MH0027
 MH0027'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 1999 (BS)
 MH0027'IN THIS SAME APPROXIMATE LOCATION THERE IS A NEW HIGHWAY.  THERE IS A
 MH0027'CULVERT IN THIS SAME APPROXIMATE LOCATION BUT THERE IS NO BENCH MARK
 MH0027'DISK.  THERE IS A CHISELED X ON THE NEW CULVERT.  THE ORIGINAL BENCH
 MH0027'MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0151 ***********************************************************************
 MH0151  DESIGNATION -  R 87
 MH0151  PID         -  MH0151
 MH0151  STATE/COUNTY-  IA/POWESHIEK
 MH0151  USGS QUAD   -  SEARSBORO (1979)
 MH0151
 MH0151                         *CURRENT SURVEY CONTROL
 MH0151  ___________________________________________________________________
 MH0151* NAD 83(1986)-  41 33 57.     (N)    092 41 44.     (W)     SCALED    
 MH0151* NAVD 88     -       243.142  (meters)     797.71   (feet)  ADJUSTED  
 MH0151  ___________________________________________________________________
 MH0151  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 MH0151  DYNAMIC HT  -         243.040 (meters)     797.37  (feet)  COMP
 MH0151  MODELED GRAV-     980,201.1   (mgal)                       NAVD 88
 MH0151
 MH0151  VERT ORDER  -  SECOND    CLASS 0
 MH0151
 MH0151.The horizontal coordinates were scaled from a topographic map and have
 MH0151.an estimated accuracy of +/- 6 seconds.
 MH0151
 MH0151.The orthometric height was determined by differential leveling
 MH0151.and adjusted by the National Geodetic Survey in June 1991..
 MH0151
 MH0151.The geoid height was determined by GEOID03.
 MH0151
 MH0151.The dynamic height is computed by dividing the NAVD 88
 MH0151.geopotential number by the normal gravity value computed on the
 MH0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0151.degrees latitude (g = 980.6199 gals.).
 MH0151
 MH0151.The modeled gravity was interpolated from observed gravity values.
 MH0151
 MH0151;                    North         East    Units  Estimated Accuracy
 MH0151;SPC IA S     -   174,200.      567,100.      MT  (+/- 180 meters Scaled)
 MH0151
 MH0151                          SUPERSEDED SURVEY CONTROL
 MH0151
 MH0151  NGVD 29 (??/??/92)  243.128  (m)          797.66   (f) ADJ UNCH    2 0
 MH0151
 MH0151.Superseded values are not recommended for survey control.
 MH0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0151.See file dsdata.txt to determine how the superseded data were derived.
 MH0151
 MH0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG253016(NAD 83)
 MH0151_MARKER: DB = BENCH MARK DISK
 MH0151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0151_SP_SET: BRIDGE
 MH0151_STAMPING: R 87 1934
 MH0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0151
 MH0151  HISTORY     - Date     Condition        Report By
 MH0151  HISTORY     - 1934     MONUMENTED       CGS
 MH0151  HISTORY     - 20060624 MARK NOT FOUND   GEOCAC
 MH0151
 MH0151                          STATION DESCRIPTION
 MH0151
 MH0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0151'1.1 MI S FROM SEARSBORO.
 MH0151'1.1 MILES SOUTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 MH0151'THE STATION AT SEARSBORO, POWESHIEK COUNTY, 13 POLES SOUTH OF
 MH0151'MILEPOST 281, AT A PUBLIC-ROAD CROSSING, 108 FEET SOUTHWEST OF THE
 MH0151'CENTERLINE OF THE TRACK, AT A 40-FOOT SKEW BOX CONCRETE HIGHWAY
 MH0151'BRIDGE, IN THE NORTH END OF THE NORTHWEST CONCRETE WINGWALL, AND
 MH0151'LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED R 87 1934.
 MH0151
 MH0151                          STATION RECOVERY (2006)
 MH0151
 MH0151'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0151'BRIDGE APPEARS RECONSTRUCTED SINCE 1934. DATA SHEET FOR MH0804
 MH0151'INDICATES R 87 DISK WAS MOVED WHEN BRIDGE WAS REPLACED IN 1977,
 MH0151'ALTHOUGH STAMPING MAY NOT HAVE CHANGED. PRESUME DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0804 ***********************************************************************
 MH0804  DESIGNATION -  R 87 RESET
 MH0804  PID         -  MH0804
 MH0804  STATE/COUNTY-  IA/POWESHIEK
 MH0804  USGS QUAD   -  SEARSBORO (1979)
 MH0804
 MH0804                         *CURRENT SURVEY CONTROL
 MH0804  ___________________________________________________________________
 MH0804* NAD 83(1986)-  41 33 57.     (N)    092 41 44.     (W)     SCALED    
 MH0804* NAVD 88     -       243.72   (meters)     799.6    (feet)  RESET     
 MH0804  ___________________________________________________________________
 MH0804  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 MH0804
 MH0804  VERT ORDER  -  THIRD
 MH0804
 MH0804.The horizontal coordinates were scaled from a topographic map and have
 MH0804.an estimated accuracy of +/- 6 seconds.
 MH0804
 MH0804.The orthometric height was computed from unverified reset data.
 MH0804
 MH0804.The geoid height was determined by GEOID03.
 MH0804
 MH0804;                    North         East    Units  Estimated Accuracy
 MH0804;SPC IA S     -   174,200.      567,100.      MT  (+/- 180 meters Scaled)
 MH0804
 MH0804                          SUPERSEDED SURVEY CONTROL
 MH0804
 MH0804  NGVD 29 (05/12/04)  243.71   (m)          799.6    (f) RESET       3  
 MH0804
 MH0804.Superseded values are not recommended for survey control.
 MH0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0804.See file dsdata.txt to determine how the superseded data were derived.
 MH0804
 MH0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG253016(NAD 83)
 MH0804_MARKER: DB = BENCH MARK DISK
 MH0804_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MH0804_SP_SET: WINGWALL
 MH0804_STAMPING: R 87 RESET 1977
 MH0804_MARK LOGO: NGS   
 MH0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0804
 MH0804  HISTORY     - Date     Condition        Report By
 MH0804  HISTORY     - 1977     MONUMENTED       LOCENG
 MH0804  HISTORY     - 20060624 GOOD             GEOCAC
 MH0804
 MH0804                          STATION DESCRIPTION
 MH0804
 MH0804'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 MH0804'1.8 KM (1.10 MI) SOUTH FROM SEARSBORO.
 MH0804'1.1 MILES SOUTH OF THE DEPOT IN SEARSBORO, ALONG THE MINNEAPOLIS AND
 MH0804'ST. LOUIS RAILROAD, 13 POLES SOUTH OF MILEPOST NO 281, 108 FEET
 MH0804'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AT A PUBLIC ROAD CROSSING,
 MH0804'AT A 40-FOOT SKEW BOX CONCRETE HIGHWAY BRIDGE, IN THE NORTH END OF
 MH0804'THE NORTHWEST WINGWALL, AT RAIL LEVEL.  THIS DISK WAS REFERENCED OUT
 MH0804'AND THEN RESET IN NEW BRIDGE, BUILT IN FALL OF 1977.
 MH0804
 MH0804                          STATION RECOVERY (2006)
 MH0804
 MH0804'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0804'FOUND AS DESCRIBED IN GOOD CONDITION. BRIDGE APPEARS CONSISTENT WITH
 MH0804'1977 RESET DATE. DISK IS MARRED BUT READABLE AND STAMPING DOES NOT
 MH0804'APPEAR TO HAVE BEEN ALTERED WHEN RESET, SO IT STILL READS R 87 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0179 ***********************************************************************
 NL0179  DESIGNATION -  R 89
 NL0179  PID         -  NL0179
 NL0179  STATE/COUNTY-  IA/CARROLL
 NL0179  USGS QUAD   -  GLIDDEN (1980)
 NL0179
 NL0179                         *CURRENT SURVEY CONTROL
 NL0179  ___________________________________________________________________
 NL0179* NAD 83(1986)-  42 02 37.     (N)    094 38 54.     (W)     SCALED    
 NL0179* NAVD 88     -       345.944  (meters)    1134.98   (feet)  ADJUSTED  
 NL0179  ___________________________________________________________________
 NL0179  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 NL0179  DYNAMIC HT  -         345.828 (meters)    1134.60  (feet)  COMP
 NL0179  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 NL0179
 NL0179  VERT ORDER  -  SECOND    CLASS 0
 NL0179
 NL0179.The horizontal coordinates were scaled from a topographic map and have
 NL0179.an estimated accuracy of +/- 6 seconds.
 NL0179
 NL0179.The orthometric height was determined by differential leveling
 NL0179.and adjusted by the National Geodetic Survey in June 1991..
 NL0179
 NL0179.The geoid height was determined by GEOID03.
 NL0179
 NL0179.The dynamic height is computed by dividing the NAVD 88
 NL0179.geopotential number by the normal gravity value computed on the
 NL0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0179.degrees latitude (g = 980.6199 gals.).
 NL0179
 NL0179.The modeled gravity was interpolated from observed gravity values.
 NL0179
 NL0179;                    North         East    Units  Estimated Accuracy
 NL0179;SPC IA N     - 1,061,030.    1,404,930.      MT  (+/- 180 meters Scaled)
 NL0179
 NL0179                          SUPERSEDED SURVEY CONTROL
 NL0179
 NL0179  NGVD 29 (??/??/92)  345.882  (m)         1134.78   (f) ADJ UNCH    2 0
 NL0179
 NL0179.Superseded values are not recommended for survey control.
 NL0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0179.See file dsdata.txt to determine how the superseded data were derived.
 NL0179
 NL0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG635559(NAD 83)
 NL0179_MARKER: DB = BENCH MARK DISK
 NL0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0179_STAMPING: R 89 1935
 NL0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0179+STABILITY: SURFACE MOTION
 NL0179
 NL0179  HISTORY     - Date     Condition        Report By
 NL0179  HISTORY     - 1935     MONUMENTED       CGS
 NL0179
 NL0179                          STATION DESCRIPTION
 NL0179
 NL0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0179'0.7 MI W FROM RALSTON.
 NL0179'0.7 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0179'THE STATION AT RALSTON, CARROLL COUNTY, AT A ROAD CROSSING, 48
 NL0179'FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, 40 FEET WEST OF
 NL0179'THE CENTERLINE OF THE ROAD, 4 FEET SOUTHWEST OF A FENCE CORNER, 1
 NL0179'FOOT SOUTH OF THE FENCE, AND 3 FEET LOWER THAN THE TRACK.  A
 NL0179'STANDARD DISK, STAMPED R 89 1935 AND SET IN THE TOP OF A CONCRETE
 NL0179'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0111 ***********************************************************************
 OQ0111  DESIGNATION -  R 9
 OQ0111  PID         -  OQ0111
 OQ0111  STATE/COUNTY-  IA/LYON
 OQ0111  USGS QUAD   -  INWOOD (1971)
 OQ0111
 OQ0111                         *CURRENT SURVEY CONTROL
 OQ0111  ___________________________________________________________________
 OQ0111* NAD 83(1986)-  43 19 01.     (N)    096 28 43.     (W)     SCALED    
 OQ0111* NAVD 88     -       408.401  (meters)    1339.90   (feet)  ADJUSTED  
 OQ0111  ___________________________________________________________________
 OQ0111  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OQ0111  DYNAMIC HT  -         408.290 (meters)    1339.53  (feet)  COMP
 OQ0111  MODELED GRAV-     980,336.5   (mgal)                       NAVD 88
 OQ0111
 OQ0111  VERT ORDER  -  SECOND    CLASS 0
 OQ0111
 OQ0111.The horizontal coordinates were scaled from a topographic map and have
 OQ0111.an estimated accuracy of +/- 6 seconds.
 OQ0111
 OQ0111.The orthometric height was determined by differential leveling
 OQ0111.and adjusted by the National Geodetic Survey in June 1991..
 OQ0111
 OQ0111.The geoid height was determined by GEOID03.
 OQ0111
 OQ0111.The dynamic height is computed by dividing the NAVD 88
 OQ0111.geopotential number by the normal gravity value computed on the
 OQ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0111.degrees latitude (g = 980.6199 gals.).
 OQ0111
 OQ0111.The modeled gravity was interpolated from observed gravity values.
 OQ0111
 OQ0111;                    North         East    Units  Estimated Accuracy
 OQ0111;SPC IA N     - 1,206,080.    1,258,420.      MT  (+/- 180 meters Scaled)
 OQ0111
 OQ0111                          SUPERSEDED SURVEY CONTROL
 OQ0111
 OQ0111  NGVD 29 (??/??/92)  408.156  (m)         1339.09   (f) ADJ UNCH    2 0
 OQ0111
 OQ0111.Superseded values are not recommended for survey control.
 OQ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0111.See file dsdata.txt to determine how the superseded data were derived.
 OQ0111
 OQ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN044990(NAD 83)
 OQ0111_MARKER: DB = BENCH MARK DISK
 OQ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0111_STAMPING: R 9 1934
 OQ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0111+STABILITY: SURFACE MOTION
 OQ0111
 OQ0111  HISTORY     - Date     Condition        Report By
 OQ0111  HISTORY     - 1934     MONUMENTED       CGS
 OQ0111
 OQ0111                          STATION DESCRIPTION
 OQ0111
 OQ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0111'2.7 MI W FROM INWOOD.
 OQ0111'2.7 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0111'RAILROAD FROM INWOOD, 0.3 MILE WEST OF MILEPOST 289, 130 YARDS
 OQ0111'SOUTHWEST OF BRIDGE 800, 100 YARDS NORTHEAST OF BRIDGE 802,
 OQ0111'58 FEET NORTHWEST OF THE CROSSING OF A SECTION ROAD, 44.1 FEET
 OQ0111'NORTHWEST OF THE NORTHWEST RAIL, 38 FEET NORTHEAST OF A
 OQ0111'RIGHT-OF-WAY FENCE CORNER, AND 1.6 FEET SOUTHEAST OF THE FENCE.
 OQ0111'A STANDARD DISK, STAMPED R 9 1934 AND SET IN THE TOP OF A
 OQ0111'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0335 ***********************************************************************
 MJ0335  DESIGNATION -  R 90
 MJ0335  PID         -  MJ0335
 MJ0335  STATE/COUNTY-  IA/CRAWFORD
 MJ0335  USGS QUAD   -  MANILLA (1978)
 MJ0335
 MJ0335                         *CURRENT SURVEY CONTROL
 MJ0335  ___________________________________________________________________
 MJ0335* NAD 83(1986)-  41 54 24.     (N)    095 13 36.     (W)     SCALED    
 MJ0335* NAVD 88     -       410.442  (meters)    1346.59   (feet)  ADJUSTED  
 MJ0335  ___________________________________________________________________
 MJ0335  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 MJ0335  DYNAMIC HT  -         410.252 (meters)    1345.97  (feet)  COMP
 MJ0335  MODELED GRAV-     980,148.5   (mgal)                       NAVD 88
 MJ0335
 MJ0335  VERT ORDER  -  SECOND    CLASS 0
 MJ0335
 MJ0335.The horizontal coordinates were scaled from a topographic map and have
 MJ0335.an estimated accuracy of +/- 6 seconds.
 MJ0335
 MJ0335.The orthometric height was determined by differential leveling
 MJ0335.and adjusted by the National Geodetic Survey in June 1991..
 MJ0335
 MJ0335.The geoid height was determined by GEOID03.
 MJ0335
 MJ0335.The dynamic height is computed by dividing the NAVD 88
 MJ0335.geopotential number by the normal gravity value computed on the
 MJ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0335.degrees latitude (g = 980.6199 gals.).
 MJ0335
 MJ0335.The modeled gravity was interpolated from observed gravity values.
 MJ0335
 MJ0335;                    North         East    Units  Estimated Accuracy
 MJ0335;SPC IA N     - 1,046,630.    1,356,740.      MT  (+/- 180 meters Scaled)
 MJ0335
 MJ0335                          SUPERSEDED SURVEY CONTROL
 MJ0335
 MJ0335  NGVD 29 (??/??/92)  410.301  (m)         1346.13   (f) ADJ UNCH    2 0
 MJ0335
 MJ0335.Superseded values are not recommended for survey control.
 MJ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0335.See file dsdata.txt to determine how the superseded data were derived.
 MJ0335
 MJ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG153418(NAD 83)
 MJ0335_MARKER: DB = BENCH MARK DISK
 MJ0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0335_SP_SET: OVERPASS
 MJ0335_STAMPING: R 90 1935
 MJ0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0335
 MJ0335  HISTORY     - Date     Condition        Report By
 MJ0335  HISTORY     - 1935     MONUMENTED       CGS
 MJ0335  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0335
 MJ0335                          STATION DESCRIPTION
 MJ0335
 MJ0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0335'1.2 MI N FROM MANILLA.
 MJ0335'1.2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0335'RAILROAD FROM THE STATION AT MANILLA, CRAWFORD COUNTY, AT OVERPASS
 MJ0335'Z 1362 OVER STATE HIGHWAY 45, IN THE TOP OF THE WEST HEADWALL, 2.5
 MJ0335'FEET NORTH OF THE SOUTH END, 6 FEET WEST OF THE CENTERLINE OF THE
 MJ0335'WEST TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 MJ0335'R 90 1935.
 MJ0335
 MJ0335                          STATION RECOVERY (1975)
 MJ0335
 MJ0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0383 ***********************************************************************
 NL0383  DESIGNATION -  R 92
 NL0383  PID         -  NL0383
 NL0383  STATE/COUNTY-  IA/WOODBURY
 NL0383  USGS QUAD   -  OTO (1969)
 NL0383
 NL0383                         *CURRENT SURVEY CONTROL
 NL0383  ___________________________________________________________________
 NL0383* NAD 83(1986)-  42 21 27.     (N)    095 53 01.     (W)     SCALED    
 NL0383* NAVD 88     -       335.064  (meters)    1099.29   (feet)  ADJUSTED  
 NL0383  ___________________________________________________________________
 NL0383  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 NL0383  DYNAMIC HT  -         334.952 (meters)    1098.92  (feet)  COMP
 NL0383  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 NL0383
 NL0383  VERT ORDER  -  SECOND    CLASS 0
 NL0383
 NL0383.The horizontal coordinates were scaled from a topographic map and have
 NL0383.an estimated accuracy of +/- 6 seconds.
 NL0383
 NL0383.The orthometric height was determined by differential leveling
 NL0383.and adjusted by the National Geodetic Survey in June 1991..
 NL0383
 NL0383.The geoid height was determined by GEOID03.
 NL0383
 NL0383.The dynamic height is computed by dividing the NAVD 88
 NL0383.geopotential number by the normal gravity value computed on the
 NL0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0383.degrees latitude (g = 980.6199 gals.).
 NL0383
 NL0383.The modeled gravity was interpolated from observed gravity values.
 NL0383
 NL0383;                    North         East    Units  Estimated Accuracy
 NL0383;SPC IA N     - 1,098,020.    1,303,660.      MT  (+/- 180 meters Scaled)
 NL0383
 NL0383                          SUPERSEDED SURVEY CONTROL
 NL0383
 NL0383  NGVD 29 (??/??/92)  334.924  (m)         1098.83   (f) ADJ UNCH    2 0
 NL0383
 NL0383.Superseded values are not recommended for survey control.
 NL0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0383.See file dsdata.txt to determine how the superseded data were derived.
 NL0383
 NL0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG625934(NAD 83)
 NL0383_MARKER: DB = BENCH MARK DISK
 NL0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0383_SP_SET: PIER
 NL0383_STAMPING: R 92 1935
 NL0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0383
 NL0383  HISTORY     - Date     Condition        Report By
 NL0383  HISTORY     - 1935     MONUMENTED       CGS
 NL0383  HISTORY     - 1942     GOOD             NGS
 NL0383
 NL0383                          STATION DESCRIPTION
 NL0383
 NL0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NL0383'2.3 MI S FROM ANTHON.
 NL0383'2.3 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED ILLINOIS
 NL0383'CENTRAL RAILROAD FROM THE STATION AT ANTHON, AT STEEL GIRDER
 NL0383'BRIDGE T 31.6 OVER LITTLE XIOUX RIVER, IN THE TOP OF THE EAST
 NL0383'END OF THE NORTH LIMESTONE PIER, 1 FOOT WEST OF THE EAST CIRCULAR
 NL0383'END, 12 FEET EAST OF THE CENTERLINE OF THE OLD ROADBED, AND
 NL0383'ABOUT 4-1/2 FEET LOWER THAN THE OLD ROADBED.  A STANDARD DISK,
 NL0383'STAMPED R 92 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0130 ***********************************************************************
 NL0130  DESIGNATION -  R 93
 NL0130  PID         -  NL0130
 NL0130  STATE/COUNTY-  IA/CARROLL
 NL0130  USGS QUAD   -  BREDA (1980)
 NL0130
 NL0130                         *CURRENT SURVEY CONTROL
 NL0130  ___________________________________________________________________
 NL0130* NAD 83(1986)-  42 10 52.     (N)    094 58 31.     (W)     SCALED    
 NL0130* NAVD 88     -       416.872  (meters)    1367.69   (feet)  ADJUSTED  
 NL0130  ___________________________________________________________________
 NL0130  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 NL0130  DYNAMIC HT  -         416.700 (meters)    1367.12  (feet)  COMP
 NL0130  MODELED GRAV-     980,198.3   (mgal)                       NAVD 88
 NL0130
 NL0130  VERT ORDER  -  SECOND    CLASS 0
 NL0130
 NL0130.The horizontal coordinates were scaled from a topographic map and have
 NL0130.an estimated accuracy of +/- 6 seconds.
 NL0130
 NL0130.The orthometric height was determined by differential leveling
 NL0130.and adjusted by the National Geodetic Survey in June 1991..
 NL0130
 NL0130.The geoid height was determined by GEOID03.
 NL0130
 NL0130.The dynamic height is computed by dividing the NAVD 88
 NL0130.geopotential number by the normal gravity value computed on the
 NL0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0130.degrees latitude (g = 980.6199 gals.).
 NL0130
 NL0130.The modeled gravity was interpolated from observed gravity values.
 NL0130
 NL0130;                    North         East    Units  Estimated Accuracy
 NL0130;SPC IA N     - 1,076,720.    1,378,130.      MT  (+/- 180 meters Scaled)
 NL0130
 NL0130                          SUPERSEDED SURVEY CONTROL
 NL0130
 NL0130  NGVD 29 (??/??/92)  416.745  (m)         1367.27   (f) ADJ UNCH    2 0
 NL0130
 NL0130.Superseded values are not recommended for survey control.
 NL0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0130.See file dsdata.txt to determine how the superseded data were derived.
 NL0130
 NL0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG368717(NAD 83)
 NL0130_MARKER: DB = BENCH MARK DISK
 NL0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0130_STAMPING: R 93 1935
 NL0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0130+STABILITY: SURFACE MOTION
 NL0130
 NL0130  HISTORY     - Date     Condition        Report By
 NL0130  HISTORY     - 1935     MONUMENTED       CGS
 NL0130  HISTORY     - 1943     GOOD             NGS
 NL0130  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0130
 NL0130                          STATION DESCRIPTION
 NL0130
 NL0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0130'AT BREDA.
 NL0130'AT BREDA, CARROLL COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NL0130'RAILWAY, 2 POLES SOUTH OF THE STATION, AT THE CROSSING OF STATE
 NL0130'HIGHWAY 217, 90 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 NL0130'18 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 4 FEET SOUTHEAST
 NL0130'OF A POLE.  A STANDARD DISK, STAMPED R 93 1935 AND SET IN THE
 NL0130'TOP OF A CONCRETE POST.
 NL0130
 NL0130                          STATION RECOVERY (1975)
 NL0130
 NL0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0949 ***********************************************************************
 MJ0949  DESIGNATION -  R 95
 MJ0949  PID         -  MJ0949
 MJ0949  STATE/COUNTY-  IA/HARRISON
 MJ0949  USGS QUAD   -  PISGAH (1971)
 MJ0949
 MJ0949                         *CURRENT SURVEY CONTROL
 MJ0949  ___________________________________________________________________
 MJ0949* NAD 83(1986)-  41 47 55.     (N)    095 57 56.     (W)     SCALED    
 MJ0949* NAVD 88     -       319.951  (meters)    1049.71   (feet)  ADJUSTED  
 MJ0949  ___________________________________________________________________
 MJ0949  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 MJ0949  DYNAMIC HT  -         319.820 (meters)    1049.28  (feet)  COMP
 MJ0949  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 MJ0949
 MJ0949  VERT ORDER  -  SECOND    CLASS 0
 MJ0949
 MJ0949.The horizontal coordinates were scaled from a topographic map and have
 MJ0949.an estimated accuracy of +/- 6 seconds.
 MJ0949
 MJ0949.The orthometric height was determined by differential leveling
 MJ0949.and adjusted by the National Geodetic Survey in June 1991..
 MJ0949
 MJ0949.The geoid height was determined by GEOID03.
 MJ0949
 MJ0949.The dynamic height is computed by dividing the NAVD 88
 MJ0949.geopotential number by the normal gravity value computed on the
 MJ0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0949.degrees latitude (g = 980.6199 gals.).
 MJ0949
 MJ0949.The modeled gravity was interpolated from observed gravity values.
 MJ0949
 MJ0949;                    North         East    Units  Estimated Accuracy
 MJ0949;SPC IA S     -   202,640.      295,110.      MT  (+/- 180 meters Scaled)
 MJ0949
 MJ0949                          SUPERSEDED SURVEY CONTROL
 MJ0949
 MJ0949  NGVD 29 (??/??/92)  319.803  (m)         1049.22   (f) ADJ UNCH    2 0
 MJ0949
 MJ0949.Superseded values are not recommended for survey control.
 MJ0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0949.See file dsdata.txt to determine how the superseded data were derived.
 MJ0949
 MJ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG536316(NAD 83)
 MJ0949_MARKER: DB = BENCH MARK DISK
 MJ0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0949_STAMPING: R 95 1935
 MJ0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0949+STABILITY: SURFACE MOTION
 MJ0949
 MJ0949  HISTORY     - Date     Condition        Report By
 MJ0949  HISTORY     - 1935     MONUMENTED       CGS
 MJ0949  HISTORY     - 1943     GOOD             NGS
 MJ0949  HISTORY     - 1971     MARK NOT FOUND   USGS
 MJ0949  HISTORY     - 19971120 MARK NOT FOUND   NGS
 MJ0949
 MJ0949                          STATION DESCRIPTION
 MJ0949
 MJ0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MJ0949'2 MI N FROM ORSON.
 MJ0949'2.0 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MJ0949'THE STATION AT ORSON, HARRISON COUNTY, AT MILE POST 64, AT A ROAD
 MJ0949'CROSSING, 45 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 35
 MJ0949'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 15 FEET NORTHWEST OF
 MJ0949'A FENCE CORNER, AND 2 FEET SOUTHWEST OF THE FENCE LINE.  A STANDARD
 MJ0949'DISK, STAMPED R 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MJ0949
 MJ0949                          STATION RECOVERY (1971)
 MJ0949
 MJ0949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MJ0949'MARK NOT FOUND.
 MJ0949
 MJ0949                          STATION RECOVERY (1997)
 MJ0949
 MJ0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 MJ0949'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0430 ***********************************************************************
 MJ0430  DESIGNATION -  R 98
 MJ0430  PID         -  MJ0430
 MJ0430  STATE/COUNTY-  IA/MONTGOMERY
 MJ0430  USGS QUAD   -  RED OAK NORTH (1978)
 MJ0430
 MJ0430                         *CURRENT SURVEY CONTROL
 MJ0430  ___________________________________________________________________
 MJ0430* NAD 83(1986)-  41 00 58.     (N)    095 14 12.     (W)     SCALED    
 MJ0430* NAVD 88     -       314.374  (meters)    1031.41   (feet)  ADJUSTED  
 MJ0430  ___________________________________________________________________
 MJ0430  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 MJ0430  DYNAMIC HT  -         314.224 (meters)    1030.92  (feet)  COMP
 MJ0430  MODELED GRAV-     980,138.8   (mgal)                       NAVD 88
 MJ0430
 MJ0430  VERT ORDER  -  SECOND    CLASS 0
 MJ0430
 MJ0430.The horizontal coordinates were scaled from a topographic map and have
 MJ0430.an estimated accuracy of +/- 6 seconds.
 MJ0430
 MJ0430.The orthometric height was determined by differential leveling
 MJ0430.and adjusted by the National Geodetic Survey in June 1991..
 MJ0430
 MJ0430.The geoid height was determined by GEOID03.
 MJ0430
 MJ0430.The dynamic height is computed by dividing the NAVD 88
 MJ0430.geopotential number by the normal gravity value computed on the
 MJ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0430.degrees latitude (g = 980.6199 gals.).
 MJ0430
 MJ0430.The modeled gravity was interpolated from observed gravity values.
 MJ0430
 MJ0430;                    North         East    Units  Estimated Accuracy
 MJ0430;SPC IA S     -   114,300.      353,940.      MT  (+/- 180 meters Scaled)
 MJ0430
 MJ0430                          SUPERSEDED SURVEY CONTROL
 MJ0430
 MJ0430  NGVD 29 (??/??/92)  314.288  (m)         1031.13   (f) ADJ UNCH    2 0
 MJ0430
 MJ0430.Superseded values are not recommended for survey control.
 MJ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0430.See file dsdata.txt to determine how the superseded data were derived.
 MJ0430
 MJ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF119429(NAD 83)
 MJ0430_MARKER: DB = BENCH MARK DISK
 MJ0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0430_STAMPING: R 98 1935
 MJ0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0430+STABILITY: SURFACE MOTION
 MJ0430
 MJ0430  HISTORY     - Date     Condition        Report By
 MJ0430  HISTORY     - 1935     MONUMENTED       CGS
 MJ0430  HISTORY     - 1976     MARK NOT FOUND   USGS
 MJ0430
 MJ0430                          STATION DESCRIPTION
 MJ0430
 MJ0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0430'1.5 MI NW FROM RED OAK.
 MJ0430'1.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MJ0430'RAILROAD FROM THE STATION AT RED OAK, AT THE CROSSING OF U.S.
 MJ0430'HIGHWAY 34, 112 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 MJ0430'46 FEET EAST OF THE CENTERLINE OF THE TRACK, 33 FEET SOUTHEAST
 MJ0430'OF A POLE, 21 FEET SOUTH OF A RIGHT-OF-WAY MARKER, 6 FEET WEST
 MJ0430'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 12 INCHES LOWER THAN THE
 MJ0430'TRACK.  A STANDARD DISK, STAMPED R 98 1935 AND SET IN THE TOP
 MJ0430'OF A CONCRETE POST.
 MJ0430
 MJ0430                          STATION RECOVERY (1976)
 MJ0430
 MJ0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MJ0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1680 ***********************************************************************
 NM1680  DESIGNATION -  RADIO RNG TRANSMIT KEOD C OF 7
 NM1680  PID         -  NM1680
 NM1680  STATE/COUNTY-  IA/WOODBURY
 NM1680  USGS QUAD   -  SALIX (1976)
 NM1680
 NM1680                         *CURRENT SURVEY CONTROL
 NM1680  ___________________________________________________________________
 NM1680* NAD 83(1996)-  42 21 57.90493(N)    096 21 41.83309(W)     ADJUSTED  
 NM1680* NAVD 88     -                                                        
 NM1680  ___________________________________________________________________
 NM1680  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 NM1680  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 NM1680
 NM1680  HORZ ORDER  -  THIRD
 NM1680
 NM1680.This mark is at Sioux Gateway Airport (SUX)
 NM1680
 NM1680.The horizontal coordinates were established by classical geodetic methods
 NM1680.and adjusted by the National Geodetic Survey in May 1999..
 NM1680
 NM1680
 NM1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1680
 NM1680.The geoid height was determined by GEOID03.
 NM1680
 NM1680;                    North         East     Units Scale Factor Converg.
 NM1680;SPC IA N     - 1,100,190.290 1,264,330.988   MT  0.99995915   -1 56 22.0
 NM1680;UTM  14      - 4,693,795.497   717,254.636   MT  1.00018077   +1 46 43.0
 NM1680
 NM1680                          SUPERSEDED SURVEY CONTROL
 NM1680
 NM1680  NAD 83(1996)-  42 21 57.90493(N)    096 21 41.83309(W) AD(       ) 4
 NM1680  NAD 83(1996)-  42 21 57.90499(N)    096 21 41.83317(W) AD(       ) 4
 NM1680  NAD 83(1996)-  42 21 57.90558(N)    096 21 41.83401(W) AD(       ) 4
 NM1680  NAD 83(1986)-  42 21 57.90860(N)    096 21 41.83426(W) AD(       ) 4
 NM1680  NAD 27      -  42 21 57.93000(N)    096 21 40.72500(W) AD(       ) 3
 NM1680
 NM1680.Superseded values are not recommended for survey control.
 NM1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1680.See file dsdata.txt to determine how the superseded data were derived.
 NM1680
 NM1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1725593795(NAD 83)
 NM1680_MARKER: 61 = POLE
 NM1680
 NM1680  HISTORY     - Date     Condition        Report By
 NM1680  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1680  HISTORY     - 1959     GOOD             CGS
 NM1680  HISTORY     - 1962     GOOD             CGS
 NM1680
 NM1680                          STATION DESCRIPTION
 NM1680
 NM1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1680'THE STATION IS LOCATED 1.9 MILES SOUTH OF THE SOUTH END OF
 NM1680'THE RUNWAY AT THE SIOUX CITY MUNICIPAL AIRPORT AND ABOUT 2
 NM1680'MILES SOUTH-SOUTHWEST OF SERGEANT BLUFF.
 NM1680'
 NM1680'THE WOODEN POLE IS ONE OF SEVEN LOCATED IN THE IMMEDIATE AREA
 NM1680'WHICH IS ABOUT 40 FEET HIGH AND IS THE CENTER POLE OF THE GROUP.
 NM1680'ALL THE POLES ARE PAINTED RED AND WHITE.
 NM1680'
 NM1680'THE POINT INTERSECTED WAS THE TOP OF THE POLE.
 NM1680
 NM1680                          STATION RECOVERY (1959)
 NM1680
 NM1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 NM1680'RECOVERED AS DESCRIBED.
 NM1680'
 NM1680'ACCORDING TO AIR NAVIGATION FACILITIES SECTION THE CALL LETTERS
 NM1680'KEOD ARE NO LONGER USED.  SHOULD BE LISTED AS--RNG, SIOUX CITY
 NM1680'SUX
 NM1680
 NM1680                          STATION RECOVERY (1962)
 NM1680
 NM1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 NM1680'THE STATION WAS RECOVERED IN GOOD CONDITION AND FOUND TO BE
 NM1680'AS DESCRIBED IN THE 1948 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1222 ***********************************************************************
 MJ1222  DESIGNATION -  RADIO STA KFMX KSWI RAD MAST
 MJ1222  PID         -  MJ1222
 MJ1222  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1222  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1222
 MJ1222                         *CURRENT SURVEY CONTROL
 MJ1222  ___________________________________________________________________
 MJ1222* NAD 83(1996)-  41 12 27.97508(N)    095 54 24.80326(W)     ADJUSTED  
 MJ1222* NAVD 88     -                                                        
 MJ1222  ___________________________________________________________________
 MJ1222  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 MJ1222  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 MJ1222
 MJ1222  HORZ ORDER  -  THIRD
 MJ1222
 MJ1222.The horizontal coordinates were established by classical geodetic methods
 MJ1222.and adjusted by the National Geodetic Survey in May 1999..
 MJ1222
 MJ1222
 MJ1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1222
 MJ1222.The geoid height was determined by GEOID03.
 MJ1222
 MJ1222;                    North         East     Units Scale Factor Converg.
 MJ1222;SPC IA S     -   136,913.789   298,169.306   MT  0.99994838   -1 35 07.5
 MJ1222;SPC NE       -   160,719.639   843,050.139   MT  0.99967205   +2 42 45.0
 MJ1222;UTM  15      - 4,565,896.874   256,281.446   MT  1.00033109   -1 54 57.5
 MJ1222
 MJ1222                          SUPERSEDED SURVEY CONTROL
 MJ1222
 MJ1222  NAD 83(1996)-  41 12 27.97508(N)    095 54 24.80327(W) AD(       ) 4
 MJ1222  NAD 83(1986)-  41 12 27.98387(N)    095 54 24.80279(W) AD(       ) 4
 MJ1222  NAD 27      -  41 12 27.98800(N)    095 54 23.75400(W) AD(       ) 3
 MJ1222
 MJ1222.Superseded values are not recommended for survey control.
 MJ1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1222.See file dsdata.txt to determine how the superseded data were derived.
 MJ1222
 MJ1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5628165897(NAD 83)
 MJ1222_MARKER: 42 = RADIO/TV MAST
 MJ1222
 MJ1222  HISTORY     - Date     Condition        Report By
 MJ1222  HISTORY     - 1947     FIRST OBSERVED   CGS
 MJ1222  HISTORY     - 1961     GOOD             CGS
 MJ1222
 MJ1222                          STATION DESCRIPTION
 MJ1222
 MJ1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1222'THE STATION IS LOCATED ABOUT 0.5 MILE EAST OF THE EAST END
 MJ1222'OF THE SOUTH OMAHA BRIDGE, ABOUT 400 FEET SOUTH OF U.S. HIGHWAY
 MJ1222'275 AND 200 FEET EAST OF THE TRAMSMITTER SHACK.  IT IS A STEEL
 MJ1222'FRAME TOWER, PAINTED IN ALTERNATE WHITE AND RED SECTIONS, 333
 MJ1222'FEET NORTH AND WITH RED WARNING LIGHTS ON TOP AND AT TWO
 MJ1222'LOWER ELEVATIONS.
 MJ1222'
 MJ1222'THE POINT INTERSECTED WAS THE TOP MOST WARNING LIGHT.
 MJ1222'
 MJ1222'TO REACH FROM THE EAST END OF THE SOUTH OMAHA BRIDGE GO EAST ON
 MJ1222'U.S. HIGHWAY 275 FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 MJ1222'AND GO 0.05 MILE TO FORK, TAKE LEFT FORK AND GO ABOUT 0.05
 MJ1222'MILE TO TRANSMITTER SHACK AND STATION 200 FEET EAST.
 MJ1222
 MJ1222                          STATION RECOVERY (1961)
 MJ1222
 MJ1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MJ1222'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED AND FOUND
 MJ1222'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1224 ***********************************************************************
 MJ1224  DESIGNATION -  RADIO STA KOIL TRANS TR C OF 3
 MJ1224  PID         -  MJ1224
 MJ1224  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1224  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1224
 MJ1224                         *CURRENT SURVEY CONTROL
 MJ1224  ___________________________________________________________________
 MJ1224* NAD 83(1996)-  41 12 57.90197(N)    095 52 53.56413(W)     ADJUSTED  
 MJ1224* NAVD 88     -                                                        
 MJ1224  ___________________________________________________________________
 MJ1224  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 MJ1224  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 MJ1224
 MJ1224  HORZ ORDER  -  THIRD
 MJ1224
 MJ1224.The horizontal coordinates were established by classical geodetic methods
 MJ1224.and adjusted by the National Geodetic Survey in May 1999..
 MJ1224
 MJ1224
 MJ1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1224
 MJ1224.The geoid height was determined by GEOID03.
 MJ1224
 MJ1224;                    North         East     Units Scale Factor Converg.
 MJ1224;SPC IA S     -   137,778.125   300,319.294   MT  0.99994840   -1 34 07.4
 MJ1224;SPC NE       -   161,742.389   845,128.729   MT  0.99967131   +2 43 45.4
 MJ1224;UTM  15      - 4,566,749.108   258,437.197   MT  1.00031821   -1 53 58.4
 MJ1224
 MJ1224                          SUPERSEDED SURVEY CONTROL
 MJ1224
 MJ1224  NAD 83(1996)-  41 12 57.90197(N)    095 52 53.56413(W) AD(       ) 4
 MJ1224  NAD 83(1986)-  41 12 57.91095(N)    095 52 53.56376(W) AD(       ) 4
 MJ1224  NAD 27      -  41 12 57.91500(N)    095 52 52.51800(W) AD(       ) 3
 MJ1224
 MJ1224.Superseded values are not recommended for survey control.
 MJ1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1224.See file dsdata.txt to determine how the superseded data were derived.
 MJ1224
 MJ1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5843766749(NAD 83)
 MJ1224_MARKER: 43 = RADIO/TV TOWER
 MJ1224
 MJ1224  HISTORY     - Date     Condition        Report By
 MJ1224  HISTORY     - 1947     FIRST OBSERVED   CGS
 MJ1224  HISTORY     - 1953     GOOD             CGS
 MJ1224  HISTORY     - 1961     GOOD             CGS
 MJ1224  HISTORY     - 1974     SEE DESCRIPTION  NGS
 MJ1224
 MJ1224                          STATION DESCRIPTION
 MJ1224
 MJ1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1224'STATION IS LOCATED ABOUT 5 MILES EAST OF OMAHA ABOUT 250
 MJ1224'YARDS SOUTH OF U.S. HIGHWAY 275.  STATION IS OF STEEL STRUCTURE,
 MJ1224'TRIANGULAR SHAPED AND 318 FEET HIGH, WITH ORANGE AND WHITE
 MJ1224'HANDS TERMINATING WITH ORANGE BANDS ON TOP.
 MJ1224'
 MJ1224'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP OF THE CENTER
 MJ1224'TOWER OF THREE.
 MJ1224'
 MJ1224'TO REACH STATION FROM THE WEST END OF THE SOUTH OMAHA BRIDGE
 MJ1224'GO EAST ON U.S. HIGHWAY 275 FOR 3.0 MILES TO STATION ON RIGHT
 MJ1224'SIDE OF ROAD AS DESCRIBED.
 MJ1224
 MJ1224                          STATION RECOVERY (1953)
 MJ1224
 MJ1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 MJ1224'THE INTERSECTION WAS RECOVERED A DESCRIBED.
 MJ1224
 MJ1224                          STATION RECOVERY (1961)
 MJ1224
 MJ1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MJ1224'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED BY G.L.S. IN
 MJ1224'1947.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 MJ1224
 MJ1224                          STATION RECOVERY (1974)
 MJ1224
 MJ1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MJ1224'THIS INTERSECTION STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0842 ***********************************************************************
 NJ0842  DESIGNATION -  RANDALIA
 NJ0842  PID         -  NJ0842
 NJ0842  STATE/COUNTY-  IA/FAYETTE
 NJ0842  USGS QUAD   -  MAYNARD (1981)
 NJ0842
 NJ0842                         *CURRENT SURVEY CONTROL
 NJ0842  ___________________________________________________________________
 NJ0842* NAD 83(1996)-  42 50 56.74807(N)    091 53 39.68043(W)     ADJUSTED  
 NJ0842* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 NJ0842  ___________________________________________________________________
 NJ0842  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 NJ0842  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 NJ0842
 NJ0842  HORZ ORDER  -  SECOND
 NJ0842
 NJ0842.The horizontal coordinates were established by classical geodetic methods
 NJ0842.and adjusted by the National Geodetic Survey in May 1999..
 NJ0842
 NJ0842.The orthometric height was scaled from a topographic map.
 NJ0842
 NJ0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0842
 NJ0842.The geoid height was determined by GEOID03.
 NJ0842
 NJ0842;                    North         East     Units Scale Factor Converg.
 NJ0842;SPC IA N     - 1,151,100.203 1,631,231.332   MT  0.99995037   +1 05 17.6
 NJ0842;UTM  15      - 4,744,650.283   590,339.902   MT  0.99970040   +0 45 07.1
 NJ0842
 NJ0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0842!SPC IA N     -   0.99995101  x   0.99995037  =   0.99990139
 NJ0842!UTM  15      -   0.99995101  x   0.99970040  =   0.99965143
 NJ0842
 NJ0842|---------------------------------------------------------------------|
 NJ0842| PID    Reference Object                     Distance      Geod. Az  |
 NJ0842|                                                           dddmmss.s |
 NJ0842| CI7026 RANDALIA RM 2                        23.687 METERS 00951     |
 NJ0842| CI7024 RANDALIA AZ MK                                     1023730.6 |
 NJ0842| CI7025 RANDALIA RM 1                        24.019 METERS 28108     |
 NJ0842|---------------------------------------------------------------------|
 NJ0842
 NJ0842                          SUPERSEDED SURVEY CONTROL
 NJ0842
 NJ0842  NAD 83(1996)-  42 50 56.74782(N)    091 53 39.68006(W) AD(       ) 2
 NJ0842  NAD 83(1986)-  42 50 56.73864(N)    091 53 39.68028(W) AD(       ) 2
 NJ0842  NAD 27      -  42 50 56.80480(N)    091 53 39.07080(W) AD(       ) 2
 NJ0842
 NJ0842.Superseded values are not recommended for survey control.
 NJ0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0842.See file dsdata.txt to determine how the superseded data were derived.
 NJ0842
 NJ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9034044650(NAD 83)
 NJ0842_MARKER: DS = TRIANGULATION STATION DISK
 NJ0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0842
 NJ0842  HISTORY     - Date     Condition        Report By
 NJ0842  HISTORY     - 1961     MONUMENTED       CGS
 NJ0842
 NJ0842                          STATION DESCRIPTION
 NJ0842
 NJ0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0842'THE STATION IS ABOUT 6-1/2 MILES SOUTHEAST OF HAWKEYE, ABOUT
 NJ0842'4-1/2 MILES WEST OF FAYETTE, ABOUT 3/4 MILE SOUTHWEST OF
 NJ0842'RANDALIA, IN THE SOUTHWEST 1/4 OF SEC. 22, T. 93 N., R. 9 W.,
 NJ0842'AND ON THE PROPERTY OF MRS. W.C. LLEWELLYN.  IT IS 90 FEET
 NJ0842'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 51 FEET
 NJ0842'WEST OF THE CENTERLINE OF A GRAVELED ROAD, 35 FEET EAST OF A
 NJ0842'TWIN TRUNKED MAPLE TREE, 27 FEET NORTH OF THE CENTERLINE OF A
 NJ0842'DRIVEWAY, 21 FEET SOUTHWEST OF A FENCE CORNER AND 12 FEET
 NJ0842'SOUTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 NJ0842'STAMPED RANDALIA 1961.
 NJ0842'
 NJ0842'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 93
 NJ0842'AND 267 ABOUT 1.0 MILE SOUTH OF RANDALIA, GO WEST ON HIGHWAY
 NJ0842'93 AND 267 ABOUT 1.0 MILE SOUTH OF RANDALIA, GO WEST ON
 NJ0842'HIGHWAY 93 FOR 0.45 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 NJ0842'NORTH ON A GRAVELED ROAD FOR 0.15 MILE TO A DRIVEWAY LEFT AND THE
 NJ0842'STATION ON THE LEFT.
 NJ0842'
 NJ0842'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS
 NJ0842'93 AND 267 ABOUT 1.0 MILE SOUTH OF RANDALIA, GO EAST ON HIGHWAY
 NJ0842'93 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NJ0842'
 NJ0842'REFERENCE MARK 1 IS 38 FEET SOUTH OF THE SOUTHEAST CORNER OF
 NJ0842'THE FRAME HOUSE, 21 FEET NORTH OF A 48 INCH MAPLE TREE AND 20
 NJ0842'FEET EAST OF AN EAST GATE POST.  THE MONUMENT IS FLUSH AND
 NJ0842'THE DISK IS STAMPED RANDALIA NO 1 1961.
 NJ0842'
 NJ0842'REFERENCE MARK 2 IS 86 FEET EAST OF THE NORTHEAST CORNER OF THE
 NJ0842'FRAME HOUSE, 65 FEET NORTH OF A FENCE CORNER AND 38 FEET WEST
 NJ0842'OF THE CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT IS FLUSH
 NJ0842'AND THE DISK IS STAMPED RANDALIA NO 2 1961.
 NJ0842'
 NJ0842'THE AZIMUTH MARK IS 50 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 NJ0842'93, 46 FEET WEST OF A TELEPHONE POLE, 2 FEET WEST OF A WITNESS
 NJ0842'POST AND 6 INCHES NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS
 NJ0842'6 INCHES AND THE DISK IS STAMPED RANDALIA 1961.
 NJ0842'
 NJ0842'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0697 ***********************************************************************
 NL0697  DESIGNATION -  RASSEL
 NL0697  PID         -  NL0697
 NL0697  STATE/COUNTY-  IA/CHEROKEE
 NL0697  USGS QUAD   -  MARCUS (1969)
 NL0697
 NL0697                         *CURRENT SURVEY CONTROL
 NL0697  ___________________________________________________________________
 NL0697* NAD 83(1996)-  42 47 17.65402(N)    095 48 00.88434(W)     ADJUSTED  
 NL0697* NAVD 88     -       444.     (meters)    1457.     (feet)  SCALED    
 NL0697  ___________________________________________________________________
 NL0697  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 NL0697  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 NL0697
 NL0697  HORZ ORDER  -  FIRST
 NL0697
 NL0697.The horizontal coordinates were established by classical geodetic methods
 NL0697.and adjusted by the National Geodetic Survey in May 1999..
 NL0697
 NL0697.The orthometric height was scaled from a topographic map.
 NL0697
 NL0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0697
 NL0697.The geoid height was determined by GEOID03.
 NL0697
 NL0697;                    North         East     Units Scale Factor Converg.
 NL0697;SPC IA N     - 1,145,653.648 1,311,825.996   MT  0.99994758   -1 33 32.3
 NL0697;UTM  15      - 4,741,102.787   270,967.160   MT  1.00024539   -1 54 10.8
 NL0697
 NL0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0697!SPC IA N     -   0.99993461  x   0.99994758  =   0.99988219
 NL0697!UTM  15      -   0.99993461  x   1.00024539  =   1.00017998
 NL0697
 NL0697:                Primary Azimuth Mark                     Grid Az
 NL0697:SPC IA N     -  MARCUS MUNICIPAL TANK                    003 06 41.3
 NL0697:UTM  15      -  MARCUS MUNICIPAL TANK                    003 27 19.8
 NL0697
 NL0697|---------------------------------------------------------------------|
 NL0697| PID    Reference Object                     Distance      Geod. Az  |
 NL0697|                                                           dddmmss.s |
 NL0697| NL0698 MARCUS MUNICIPAL TANK               APPROX. 4.2 KM 0013309.0 |
 NL0697| CO3553 RASSEL RM 1                          37.183 METERS 04318     |
 NL0697| NL0678 CLEGHORN MUNICIPAL TANK             APPROX. 7.6 KM 0693524.8 |
 NL0697| CO3555 RASSEL RM 3                          32.303 METERS 10145     |
 NL0697| CO3554 RASSEL RM 2                          35.619 METERS 13500     |
 NL0697| CO3552 RASSEL AZ MK                                       1385916.3 |
 NL0697| CO3556 RASSEL RM 4                          39.697 METERS 17847     |
 NL0697| NL0699 MARCUS HOLY NAME CH TALL SPIRE      APPROX. 3.8 KM 3550322.5 |
 NL0697|---------------------------------------------------------------------|
 NL0697
 NL0697                          SUPERSEDED SURVEY CONTROL
 NL0697
 NL0697  NAD 83(1996)-  42 47 17.65405(N)    095 48 00.88431(W) AD(       ) 1
 NL0697  NAD 83(1996)-  42 47 17.65282(N)    095 48 00.88241(W) AD(       ) 1
 NL0697  NAD 83(1986)-  42 47 17.65377(N)    095 48 00.88034(W) AD(       ) 1
 NL0697  NAD 27      -  42 47 17.70000(N)    095 47 59.83000(W) AD(       ) 1
 NL0697
 NL0697.Superseded values are not recommended for survey control.
 NL0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0697.See file dsdata.txt to determine how the superseded data were derived.
 NL0697
 NL0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH7096741103(NAD 83)
 NL0697_MARKER: DS = TRIANGULATION STATION DISK
 NL0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0697
 NL0697  HISTORY     - Date     Condition        Report By
 NL0697  HISTORY     - 1940     MONUMENTED       CGS
 NL0697  HISTORY     - 1950     GOOD             CGS
 NL0697  HISTORY     - 1962     GOOD             IACC
 NL0697  HISTORY     - 1962     GOOD             CGS
 NL0697  HISTORY     - 1963     GOOD             CGS
 NL0697
 NL0697                          STATION DESCRIPTION
 NL0697
 NL0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0697'STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF MARCUS, 11 MILES
 NL0697'EAST-SOUTHEAST OF REMSEN AND 5 MILES SOUTHWEST OF CLEGHORN, IN
 NL0697'THE NORTHEAST QUARTER OF SEC. 16, T. 92 N., R. 42 W., ON LAND
 NL0697'OWNED AND OCCUPIED BY FRANK RASSEL.
 NL0697'
 NL0697'TO REACH THE STATION FROM MARCUS, AT THE JUNCTION OF STATE
 NL0697'HIGHWAY 5 AND STATE HIGHWAY 143, GO SOUTH ON STATE HIGHWAY 143
 NL0697'FOR 1.35 MILES TO THE FARM OF FRANK RASSEL ON THE WEST SIDE
 NL0697'OF THE ROAD AND STATION IN FRONT YARD.
 NL0697'
 NL0697'STATION MARK IS SET FLUSH WITH THE GROUND AND STAMPED RASSEL
 NL0697'1940.  IT IS 15.5 FEET WEST OF A WHITE REFERENCE POST, 200
 NL0697'FEET EAST OF MR. RASSELS HOUSE, 56 FEET WEST OF THE CENTER OF
 NL0697'STATE HIGHWAY 143, 87 FEET WEST OF TELEPHONE POLE NO. 21 AND
 NL0697'17 FEET WEST OF A 14-INCH SPRUCE TREE.
 NL0697'
 NL0697'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0697'BRONZE DISKS SET IN CONCRETE
 NL0697'
 NL0697'REFERENCE MARK NO. 1 IS STAMPED RASSEL NO 1 1940 AND PROJECTS
 NL0697'4 INCHES.  IT IS 105 FEET NORTH OF TELEPHONE POLE NO. 21, 2.5
 NL0697'FEET WEST OF A FENCE AND 28 FEET EAST OF THE CENTER LINE OF STATE
 NL0697'HIGHWAY 143.
 NL0697'
 NL0697'REFERENCE MARK NO. 2 IS STAMPED RASSEL NO 2 1940 AND PROJECTS
 NL0697'4 INCHES.  IT IS 29 FEET EAST OF THE CENTER LINE OF STATE
 NL0697'HIGHWAY 143, 1 FOOT WEST OF A FENCE, 18 FEET NORTHEAST OF MR.
 NL0697'RASSELS MAIL BOX AND 60 FEET SOUTH OF TELEPHONE POLE NO. 21.
 NL0697'
 NL0697'THE AZIMUTH MARK IS STAMPED RASSEL 1940 AND PROJECTS 2 INCHES.
 NL0697'IT IS 33 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 3
 NL0697'FEET WEST OF A WHITE REFERENCE POST AND 2 FEET SOUTH OF A
 NL0697'FENCE.
 NL0697'
 NL0697'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 NL0697'HIGHWAY 143 FOR 0.6 MILE TO A DIRT ROAD LEFT, EAST.  TURN LEFT
 NL0697'AND GO 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH,
 NL0697'SIDE OF THE ROAD.
 NL0697'
 NL0697'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NL0697
 NL0697                          STATION RECOVERY (1950)
 NL0697
 NL0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0697'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NL0697'FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 NL0697'TO THE REFERENCE MARKS WAS CHECKED.  A DIFFERENCE WAS FOUND
 NL0697'IN THE DIRECTION TO THE AZIMUTH MARK.  THE 1940 DESCRIPTION
 NL0697'BY K.B.J. IS ADEQUATE.
 NL0697
 NL0697                          STATION RECOVERY (1962)
 NL0697
 NL0697'RECOVERY NOTE BY IOWA CONSERVATION COMMISSION 1962 (REF)
 NL0697'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION.  R.M. 1
 NL0697'AND 2 WERE REMOVED DURING RECENT ROAD CONSTRUCTION.
 NL0697'
 NL0697'STATION MARK IS 55 FEET W OF THE APPROXIMATE CENTER LINE
 NL0697'OF HWY 143, 5 FEET W OF THE WEST EDGE OF THE WEST DITCH BANK,
 NL0697'12 FEET NNW OF A TELEPHONE POLE, 98 FEET N OF THE CENTER LINE
 NL0697'OF THE FARM DRIVE.  MARK IS FLUSH WITH GROUND AND STAMPED
 NL0697'RASSEL 1940.
 NL0697
 NL0697                          STATION RECOVERY (1962)
 NL0697
 NL0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NL0697'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NL0697'FOUND IN GOOD CONDITION EXCEPT THE TWO REFERENCE MARKS WHICH
 NL0697'HAD BEEN DESTROYED BY ROAD CONSTRUCTION.  NEW REFERENCE MARKS
 NL0697'WERE NOT ESTABLISHED AT THIS TIME.  BUT WILL BE AT A LATER
 NL0697'DATE.  RECOVERY NOTES FOR THE STATION AND AZIMUTH MARKS ARE
 NL0697'SUBMITTED AS FOLLOWS.
 NL0697'
 NL0697'STATION IS LOCATED ABOUT 11 MILES EAST-SOUTHEAST OF REMSEN,
 NL0697'5 MILES SOUTHWEST OF CLEGHORN, AND 2 AND 1/2 MILES SOUTH
 NL0697'OF MARCUS IN THE NE 1/4 OF SEC. 16, T. 92 N., R 42 W., ON LAND
 NL0697'OWNED AND OCCUPIED BY FRANK RASSEL, 191 FEET NORTH OF A POWER
 NL0697'POLE WITH A TRANSFORMER, 143 FEET EAST OF THE NORTHEAST
 NL0697'CORNER OF FRANK RASSELS HOUSE, 66 FEET NORTH OF THE CENTER OF
 NL0697'DRIVEWAY, 41 FEET EAST OF A 12-INCH SPRUCE TREE, 21 FEET
 NL0697'SOUTHEAST OF A 10-INCH SPRUCE TREE, 12 FEET NORTH-NORTHWEST OF
 NL0697'A TELEPHONE POLE, AND 5 FEET WEST OF THE TOP EDGE OF THE
 NL0697'BACKSLOPE FOR WEST DITCH.  THE MARK IS 2 INCHES BELOW THE
 NL0697'SURFACE OF THE GROUND AND THE DISK IS STAMPED RASSEL
 NL0697'1940.
 NL0697'
 NL0697'AZIMUTH MARK IS 0.75 MILE SOUTHEAST OF THE STATION, 33 FEET
 NL0697'NORTH OF THE CENTER OF GRADED ROAD, 2 FEET SOUTH OF FENCE,
 NL0697'AND 1 FOOT EAST OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS
 NL0697'4 INCHES AND THE DISK IS STAMPED RASSEL.
 NL0697'
 NL0697'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 NL0697'STATE HIGHWAY 143 FOR 0.6 MILE TO A GRADED ROAD LEFT.  TURN
 NL0697'LEFT AND GO EAST FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 NL0697'LEFT AS DESCRIBED.
 NL0697'
 NL0697'TO REACH THE STATION FROM THE SMALL TOWN OF MARCUS, GO SOUTH
 NL0697'FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAYS 3 AND 5 AND
 NL0697'STATE HIGHWAY 143.  CONTINUE SOUTH ON STATE HIGHWAY 143
 NL0697'FOR 0.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED, 55
 NL0697'FEET WEST OF THE THE CENTERLINE OF STATE HIGHWAY 143.
 NL0697
 NL0697                          STATION RECOVERY (1963)
 NL0697
 NL0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 NL0697'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NL0697'FOUND IN GOOD CONDITION, EXCEPT BOTH REFERENCE MARKS WHICH HAD
 NL0697'BEEN DISPLACED BY ROAD CONSTRUCTION.  REFERENCE MARKS NO. 3
 NL0697'AND NO. 4 WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 NL0697'
 NL0697'STATION IS LOCATED ABOUT 11 MILES EAST-SOUTHEAST OF REMSEN,
 NL0697'5 MILES WEST-SOUTHWEST OF CLEGHORN, AND 2 AND 1/2 MILES SOUTH
 NL0697'OF MARCUS IN THE NE 1/4 OF SEC 16, T 92 N., R 42 W.,
 NL0697'ON LAND OWNED AND OCCUPIED BY FRANK RASSEL, 191 FEET NORTH
 NL0697'OF A POWER POLE WITH A TRANSFORMER, 143 FEET EAST OF THE
 NL0697'NORTHEAST CORNER OF FRANK RASSELS HOUSE, 66 FEETNORTH OF THE
 NL0697'CENTERLINE OF DRIVEWAY, 41 FEET EAST OF A 12-INCH SPRUCE TREE,
 NL0697'21 FEET SOUTHEAST OF A 10-INCH SPRUCE TREE, 12 FEET
 NL0697'NORTH-NORTHWEST OF A TELEPHONE POLE, AND 5 FEET WEST OF THE TOP
 NL0697'EDGE OF THE BACK SLOPE FOR WEST DITCH.  THE MARK IS 2
 NL0697'INCHES BELOW THE GROUND LEVEL AND THE DISK IS STAMPED
 NL0697'RASSEL 1940.
 NL0697'
 NL0697'TO REACH THE STATION FROM THE TOWN OF MARCUS, GO SOUTH FOR
 NL0697'1.0 MILE TO THE JUNCTION OF STATE HIGHWAYS 3 AND 5 AND STATE
 NL0697'HIGHWAY 143.  CONTINUE SOUTH ON STATE HIGHWAY 143 FOR 1.4
 NL0697'MILES TO THE FARM BUILDINGS OF FRANK RASSEL ON THE RIGHT
 NL0697'AND THE STATION AS DESCRIBED.
 NL0697'
 NL0697'REFERENCE MARK NO. 3 IS EAST-SOUTHEAST OF THE STATION, 50
 NL0697'FEET EAST OF THE CENTER OF STATE HIGHWAY 143, 28 FEET SOUTH
 NL0697'OF THE CENTER OF FIELD ENTRANCE, AND 2 FEET NORTH OF A
 NL0697'TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 NL0697'IS STAMPED RASSEL NO 3 1940.
 NL0697'
 NL0697'REFERENCE MARK NO. 4 IS SOUTH OF THE STATION, 50 FEET WEST
 NL0697'OF THE CENTER OF STATE HIGHWAY 143, 5 FEET SOUTH OF A NORTHEAST
 NL0697'FENCE CORNER LIVESTOCK YARD, AND 1 FOOT EAST OF FENCE.  THE MARK
 NL0697'PROJECTS 2 INCHES AND THE DISK IS STAMPED RASSEL NO. 4 1940.
 NL0697'
 NL0697'AZIMUTH MARK IS 0.8 MILE SOUTHEAST OF THE STATION, 33 FEET
 NL0697'NORTH OF THE CENTER OF GRAVEL ROAD, 2 FEET SOUTH OF A FENCE,
 NL0697'AND 1 FOOT EAST OF A NEW STEEL POST WITH A SIGN.  THE MARK
 NL0697'PROJECTS 4 INCHES AND THE DISK IS STAMPED RASSEL 1940.
 NL0697'
 NL0697'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 NL0697'STATE HIGHWAY 143 FOR 0.6 MILE TO A GRADED ROAD LEFT.  TURN
 NL0697'LEFT AND GO EAST FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT
 NL0697'AS DESCRIBED.
 NL0697'
 NL0697'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1083 ***********************************************************************
 MJ1083  DESIGNATION -  REA RAD STA KAF 289 MAST
 MJ1083  PID         -  MJ1083
 MJ1083  STATE/COUNTY-  IA/UNION
 MJ1083  USGS QUAD   -  ZION (1981)
 MJ1083
 MJ1083                         *CURRENT SURVEY CONTROL
 MJ1083  ___________________________________________________________________
 MJ1083* NAD 83(1996)-  41 07 44.04424(N)    094 21 36.21255(W)     ADJUSTED  
 MJ1083* NAVD 88     -                                                        
 MJ1083  ___________________________________________________________________
 MJ1083  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 MJ1083  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 MJ1083
 MJ1083  HORZ ORDER  -  THIRD
 MJ1083
 MJ1083.The horizontal coordinates were established by classical geodetic methods
 MJ1083.and adjusted by the National Geodetic Survey in May 1999..
 MJ1083
 MJ1083
 MJ1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1083
 MJ1083.The geoid height was determined by GEOID03.
 MJ1083
 MJ1083;                    North         East     Units Scale Factor Converg.
 MJ1083;SPC IA S     -   125,719.631   427,784.780   MT  0.99994916   -0 33 59.5
 MJ1083;UTM  15      - 4,553,957.794   385,838.617   MT  0.99976040   -0 53 40.9
 MJ1083
 MJ1083                          SUPERSEDED SURVEY CONTROL
 MJ1083
 MJ1083  NAD 83(1986)-  41 07 44.04884(N)    094 21 36.23926(W) AD(       ) 4
 MJ1083  NAD 27      -  41 07 44.09600(N)    094 21 35.39000(W) AD(       ) 3
 MJ1083
 MJ1083.Superseded values are not recommended for survey control.
 MJ1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1083.See file dsdata.txt to determine how the superseded data were derived.
 MJ1083
 MJ1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF8583953958(NAD 83)
 MJ1083_MARKER: 42 = RADIO/TV MAST
 MJ1083
 MJ1083  HISTORY     - Date     Condition        Report By
 MJ1083  HISTORY     - 1958     FIRST OBSERVED   CGS
 MJ1083
 MJ1083                          STATION DESCRIPTION
 MJ1083
 MJ1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MJ1083'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A
 MJ1083'UNIFORM CROSS SECTION STEEL MAST SUPPORTED BY GUY WIRES AND PAINTED
 MJ1083'IN ALTERNATE SECTIONS OF INTERNATIONAL ORANGE AND WHITE.  THE
 MJ1083'OVERALL HEIGHT IS 320 FEET.  IT IS LOCATED 4-1/4 MILES NORTH OF
 MJ1083'CRESTON, 1000 FEET WEST OF NORTH CHERRY STREET ROAD.  THE STATION
 MJ1083'WAS NOT VISITED, INFORMATION WAS RECEIVED FROM THE R.E.A. OFFICE
 MJ1083'IN CRESTON.  IT IS OWNED AND OPERATED BY THE CRESTON R.E.A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0740 ***********************************************************************
 NJ0740  DESIGNATION -  READ
 NJ0740  PID         -  NJ0740
 NJ0740  STATE/COUNTY-  IA/CLAYTON
 NJ0740  USGS QUAD   -  LITTLEPORT (1964)
 NJ0740
 NJ0740                         *CURRENT SURVEY CONTROL
 NJ0740  ___________________________________________________________________
 NJ0740* NAD 83(1996)-  42 49 38.22907(N)    091 17 37.77522(W)     ADJUSTED  
 NJ0740* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 NJ0740  ___________________________________________________________________
 NJ0740  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 NJ0740  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 NJ0740
 NJ0740  HORZ ORDER  -  THIRD
 NJ0740
 NJ0740.The horizontal coordinates were established by classical geodetic methods
 NJ0740.and adjusted by the National Geodetic Survey in May 1999..
 NJ0740
 NJ0740.The orthometric height was scaled from a topographic map.
 NJ0740
 NJ0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0740
 NJ0740.The geoid height was determined by GEOID03.
 NJ0740
 NJ0740;                    North         East     Units Scale Factor Converg.
 NJ0740;SPC IA N     - 1,149,784.706 1,680,366.937   MT  0.99994924   +1 29 42.8
 NJ0740;SPC WI S     -    92,724.839   494,211.235   MT  0.99998238   -0 53 20.4
 NJ0740;SPC WI S     -   304,214.74  1,621,424.69   sFT  0.99998238   -0 53 20.4
 NJ0740;UTM  15      - 4,743,047.218   639,457.871   MT  0.99983927   +1 09 36.1
 NJ0740
 NJ0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0740!SPC IA N     -   0.99995408  x   0.99994924  =   0.99990333
 NJ0740!SPC WI S     -   0.99995408  x   0.99998238  =   0.99993646
 NJ0740!UTM  15      -   0.99995408  x   0.99983927  =   0.99979336
 NJ0740
 NJ0740:                Primary Azimuth Mark                     Grid Az
 NJ0740:SPC IA N     -  READ AZ MK                               091 37 48.4
 NJ0740:SPC WI S     -  READ AZ MK                               094 00 51.6
 NJ0740:UTM  15      -  READ AZ MK                               091 57 55.1
 NJ0740
 NJ0740|---------------------------------------------------------------------|
 NJ0740| PID    Reference Object                     Distance      Geod. Az  |
 NJ0740|                                                           dddmmss.s |
 NJ0740| CI7027 READ AZ MK                                         0930731.2 |
 NJ0740| CI7028 READ RM 1                            19.007 METERS 19405     |
 NJ0740| CI7029 READ RM 2                            11.963 METERS 28452     |
 NJ0740|---------------------------------------------------------------------|
 NJ0740
 NJ0740                          SUPERSEDED SURVEY CONTROL
 NJ0740
 NJ0740  NAD 83(1996)-  42 49 38.22905(N)    091 17 37.77514(W) AD(       ) 3
 NJ0740  NAD 83(1996)-  42 49 38.22090(N)    091 17 37.77251(W) AD(       ) 3
 NJ0740  NAD 83(1986)-  42 49 38.22002(N)    091 17 37.77333(W) AD(       ) 3
 NJ0740  NAD 27      -  42 49 38.25760(N)    091 17 37.30370(W) AD(       ) 3
 NJ0740
 NJ0740.Superseded values are not recommended for survey control.
 NJ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0740.See file dsdata.txt to determine how the superseded data were derived.
 NJ0740
 NJ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH3945843047(NAD 83)
 NJ0740_MARKER: DS = TRIANGULATION STATION DISK
 NJ0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0740
 NJ0740  HISTORY     - Date     Condition        Report By
 NJ0740  HISTORY     - 1961     MONUMENTED       CGS
 NJ0740
 NJ0740                          STATION DESCRIPTION
 NJ0740
 NJ0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0740'THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF ELKADER, ABOUT
 NJ0740'6 MILES NORTH OF ELKPORT, ABOUT 4 MILES SOUTHWEST OF GARNAVILLO,
 NJ0740'NEAR THE CENTER OF SEC. 34, T. 93 N., R. 4 W., AND ON ROAD
 NJ0740'RIGHT-OF-WAY.  IT IS 164 FEET WEST OF A POWER POLE, 85 FEET
 NJ0740'EAST OF A T-FENCE CORNER, 30 FEET NORTH OF THE CENTERLINE
 NJ0740'OF A GRAVELED ROAD, 4 FEET SOUTHWEST OF A WITNESS POST, AND
 NJ0740'3 FEET SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES
 NJ0740'AND THE DISK IS STAMPED READ 1961.
 NJ0740'
 NJ0740'TO REACH FROM THE POST OFFICE, AT THE SOUTHEAST CORNER OF
 NJ0740'THE CITY PARK IN GARNAVILLO, GO WEST ON A PAVED ROAD FOR 0.3
 NJ0740'MILE TO THE END OF THE PAVEMENT.  CONTINUE WEST ON A GRAVELED
 NJ0740'ROAD FOR 1.55 MILES TO A CROSSROAD.  CONTINUE WEST ON A
 NJ0740'GRAVELED ROAD FOR 1.25 MILES TO A CROSSROAD.  TURN LEFT AND
 NJ0740'GO SOUTH ON A GRAVELED ROAD FOR 2.6 MILES TO A SIDE ROAD
 NJ0740'RIGHT AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND
 NJ0740'GO WEST ON A GRAVELED ROAD FOR 0.4 MILE TO THE STATION ON
 NJ0740'THE RIGHT, JUST BEFORE REACHING A DRIVEWAY LEFT.
 NJ0740'
 NJ0740'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE CENTERLINE OF THE
 NJ0740'GRAVELED ROAD, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT
 NJ0740'PROJECTS 3 INCHES AND THE DISK IS STAMPED READ NO 1 1961.
 NJ0740'
 NJ0740'REFERENCE MARK 2 IS 46 FEET EAST OF THE T-FENCE CORNER, 33
 NJ0740'FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, AND 6 INCHES
 NJ0740'SOUTH OF THE WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES
 NJ0740'AND THE DISK IS STAMPED READ NO 2 1961.
 NJ0740'
 NJ0740'THE AZIMUTH MARK IS 200 FEET NORTH OF THE CENTERLINE OF A
 NJ0740'GRAVELED ROAD, 37 FEET SOUTH OF A POWER POLE, 33 FEET WEST
 NJ0740'OF THE CENTERLINE OF A GRAVELED ROAD, 3 FEET NORTH OF A WITNESS
 NJ0740'POST, AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS
 NJ0740'4 INCHES AND THE DISK IS STAMPED READ 1961.
 NJ0740'
 NJ0740'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0483 ***********************************************************************
 NK0483  DESIGNATION -  READLYN MUNICIPAL TANK
 NK0483  PID         -  NK0483
 NK0483  STATE/COUNTY-  IA/BREMER
 NK0483  USGS QUAD   -  READLYN (1971)
 NK0483
 NK0483                         *CURRENT SURVEY CONTROL
 NK0483  ___________________________________________________________________
 NK0483* NAD 83(1996)-  42 42 15.28487(N)    092 13 29.46939(W)     ADJUSTED  
 NK0483* NAVD 88     -                                                        
 NK0483  ___________________________________________________________________
 NK0483  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 NK0483  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 NK0483
 NK0483  HORZ ORDER  -  THIRD
 NK0483
 NK0483.The horizontal coordinates were established by classical geodetic methods
 NK0483.and adjusted by the National Geodetic Survey in May 1999..
 NK0483
 NK0483
 NK0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0483
 NK0483.The geoid height was determined by GEOID03.
 NK0483
 NK0483;                    North         East     Units Scale Factor Converg.
 NK0483;SPC IA N     - 1,134,551.387 1,604,464.407   MT  0.99994557   +0 51 51.2
 NK0483;UTM  15      - 4,728,263.900   563,483.328   MT  0.99964958   +0 31 32.6
 NK0483
 NK0483                          SUPERSEDED SURVEY CONTROL
 NK0483
 NK0483  NAD 83(1996)-  42 42 15.28435(N)    092 13 29.46956(W) AD(       ) 4
 NK0483  NAD 83(1986)-  42 42 15.27783(N)    092 13 29.46955(W) AD(       ) 4
 NK0483  NAD 27      -  42 42 15.34100(N)    092 13 28.83100(W) AD(       ) 3
 NK0483
 NK0483.Superseded values are not recommended for survey control.
 NK0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0483.See file dsdata.txt to determine how the superseded data were derived.
 NK0483
 NK0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH6348328264(NAD 83)
 NK0483_MARKER: 53 = ELEVATED TANK
 NK0483
 NK0483  HISTORY     - Date     Condition        Report By
 NK0483  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0483
 NK0483                          STATION DESCRIPTION
 NK0483
 NK0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0483'STATION IS THE CENTER OF THE MUNICIPAL TANK IN READLYN, WHICH
 NK0483'IS LOCATED IN THE N PART OF TOWN IN THE EASTERN PART OF A
 NK0483'SMALL TRIANGULAR PARK.  THE APEX OF THIS TRIANGULAR PARK IS
 NK0483'S AT THE N END OF MAIN STREET.  THE PARK IS TWO BLOCKS LONG
 NK0483'ALONG THE N SIDE OR BASE OF THE TRIANGLE FORMING THE PARK AND
 NK0483'IS ONE BLOCK FROM THE N EDGE TO THE S CORNER OR APEX.  THE TANK
 NK0483'IS ABOUT 45 YARDS S OF THE CENTER LINE OF THE E-W ROAD ALONG
 NK0483'THE N SIDE OF THE PARK, ABOUT 18 YARDS NW OF THE NE-SW ROAD
 NK0483'ALONG THE SE SIDE OF THE PARK AND ABOUT 40 YARDS E OF THE N-S
 NK0483'SIDEWALK THROUGH THE CENTER OF THE PARK.  THIS SIDEWALK IS
 NK0483'ALONG THE N PROLONGATION OF THE CENTER LINE OF MAIN STREET.
 NK0483'THE TANK WAS BUILT IN 1913.  IT IS VERY PROMINENT, BEING
 NK0483'VISIBLE FOR MILES IN ALL DIRECTIONS.  IT IS A SQUAT TANK,
 NK0483'WITH THE RAIL 100 FEET ABOVE THE GROUND AND THE TOP 115
 NK0483'FEET ABOVE THE GROUND.  THE TANK IS ALUMINUM PAINTED,
 NK0483'WITH THE NAME READLYN IN BLACK LETTERS ON THE N FACE.
 NK0483'
 NK0483'THE TANK IS SUPPORTED BY FOUR LEGS.  THE FEED PIPE IS ENCLOSED
 NK0483'IN A SQUARE, GRAY WOODEN HOUSING.  THE BASE OF THE TANK IS
 NK0483'OVAL, THE SIDES STRAIGHT AND THE TOP CONICAL.  SLIGHTLY ECCENTRIC
 NK0483'FROM THE PEAK IS A T-SHAPED FINIAL SUPPORTING TWO LIGHT BULBS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0486 ***********************************************************************
 NK0486  DESIGNATION -  READLYN ST PAULS LUTH CH SPIRE
 NK0486  PID         -  NK0486
 NK0486  STATE/COUNTY-  IA/BREMER
 NK0486  USGS QUAD   -  READLYN (1971)
 NK0486
 NK0486                         *CURRENT SURVEY CONTROL
 NK0486  ___________________________________________________________________
 NK0486* NAD 83(1996)-  42 42 13.64767(N)    092 13 32.84193(W)     ADJUSTED  
 NK0486* NAVD 88     -                                                        
 NK0486  ___________________________________________________________________
 NK0486  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 NK0486  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 NK0486
 NK0486  HORZ ORDER  -  THIRD
 NK0486
 NK0486.The horizontal coordinates were established by classical geodetic methods
 NK0486.and adjusted by the National Geodetic Survey in May 1999..
 NK0486
 NK0486
 NK0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0486
 NK0486.The geoid height was determined by GEOID03.
 NK0486
 NK0486;                    North         East     Units Scale Factor Converg.
 NK0486;SPC IA N     - 1,134,499.718 1,604,388.427   MT  0.99994557   +0 51 48.9
 NK0486;UTM  15      - 4,728,212.697   563,407.067   MT  0.99964946   +0 31 30.3
 NK0486
 NK0486                          SUPERSEDED SURVEY CONTROL
 NK0486
 NK0486  NAD 83(1996)-  42 42 13.64714(N)    092 13 32.84211(W) AD(       ) 4
 NK0486  NAD 83(1986)-  42 42 13.64087(N)    092 13 32.84237(W) AD(       ) 4
 NK0486  NAD 27      -  42 42 13.70400(N)    092 13 32.20300(W) AD(       ) 3
 NK0486
 NK0486.Superseded values are not recommended for survey control.
 NK0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0486.See file dsdata.txt to determine how the superseded data were derived.
 NK0486
 NK0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH6340728213(NAD 83)
 NK0486_MARKER: 90 = CHURCH SPIRE
 NK0486
 NK0486  HISTORY     - Date     Condition        Report By
 NK0486  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0486
 NK0486                          STATION DESCRIPTION
 NK0486
 NK0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0486'STATION IS THE CENTER OF THE BOTONEE CROSS ON THE SPIRE OF
 NK0486'THE ST. PAULS LUTHERAN CHURCH AT READLYN.  THIS CHURCH IS
 NK0486'A BUFF COLORED, BROWN TRIMMED, FRAME BUILDING.  THE SPIRE IS
 NK0486'DIRECTLY OVER THE ENTRANCE TO THE CHURCH WHICH IS AT THE CENTER
 NK0486'OF THE E END OF THE BUILDING.  THE SPIRE IS OCTAGONAL AND IS NOT
 NK0486'VERY PROMINENT, EXTENDING ONLY A FEW FEET ABOVE THE SURROUNDING
 NK0486'TREES.  THE SPIRE IS A WEATHER-BEATEN BROWN.  THE CHURCH IS
 NK0486'THE FIRST BUILDING NW OF THE N END OF MAIN STREET.  IT IS ON
 NK0486'THE N SIDE OF THE E-W STREET ON THE N END OF MAIN STREET AND
 NK0486'IS JUST ACROSS THE NW-SE ROAD FROM THE S CORNER OF THE TOWN
 NK0486'PARK.  THE DATE OF THE ERECTING OF THE CHURCH IS NOT KNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0484 ***********************************************************************
 NK0484  DESIGNATION -  READLYN ZION LUTHERAN CH SPIRE
 NK0484  PID         -  NK0484
 NK0484  STATE/COUNTY-  IA/BREMER
 NK0484  USGS QUAD   -  READLYN (1971)
 NK0484
 NK0484                         *CURRENT SURVEY CONTROL
 NK0484  ___________________________________________________________________
 NK0484* NAD 83(1996)-  42 42 07.94842(N)    092 13 15.55325(W)     ADJUSTED  
 NK0484* NAVD 88     -                                                        
 NK0484  ___________________________________________________________________
 NK0484  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 NK0484  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 NK0484
 NK0484  HORZ ORDER  -  THIRD
 NK0484
 NK0484.The horizontal coordinates were established by classical geodetic methods
 NK0484.and adjusted by the National Geodetic Survey in May 1999..
 NK0484
 NK0484
 NK0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0484
 NK0484.The geoid height was determined by GEOID03.
 NK0484
 NK0484;                    North         East     Units Scale Factor Converg.
 NK0484;SPC IA N     - 1,134,329.824 1,604,784.491   MT  0.99994555   +0 52 00.6
 NK0484;UTM  15      - 4,728,040.517   563,802.003   MT  0.99965008   +0 31 42.0
 NK0484
 NK0484                          SUPERSEDED SURVEY CONTROL
 NK0484
 NK0484  NAD 83(1996)-  42 42 07.94789(N)    092 13 15.55343(W) AD(       ) 4
 NK0484  NAD 83(1986)-  42 42 07.94138(N)    092 13 15.55339(W) AD(       ) 4
 NK0484  NAD 27      -  42 42 08.00600(N)    092 13 14.91400(W) AD(       ) 3
 NK0484
 NK0484.Superseded values are not recommended for survey control.
 NK0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0484.See file dsdata.txt to determine how the superseded data were derived.
 NK0484
 NK0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH6380228041(NAD 83)
 NK0484_MARKER: 90 = CHURCH SPIRE
 NK0484
 NK0484  HISTORY     - Date     Condition        Report By
 NK0484  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0484
 NK0484                          STATION DESCRIPTION
 NK0484
 NK0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0484'STATION IS THE CENTER OF THE CROSS ON THE SPIRE, OF THE ZION
 NK0484'LUTHERAN CHURCH IN READLYN.  THE CHURCH IS A GRAY FRAME BUILDING
 NK0484'WITH THE SPIRE OVER THE ENTRANCE WHICH IS AT THE CENTER OF THE
 NK0484'W END OF THE BUILDING.  THE SPIRE IS OCTAGONAL AND IS PAINTED
 NK0484'A DULL GRAY.  THE CROSS IS PAINTED GOLD.  THE BUILDING WAS
 NK0484'ERECTED IN 1916.  THE SPIRE IS NOT VERY PROMINENT EXTENDING
 NK0484'ONLY A FEW FEET ABOVE THE SURROUNDING TREES.  THE CHURCH IS ON
 NK0484'THE E SIDE OF A N-S STREET, WHICH IS THE THIRD STREET E OF
 NK0484'MAIN STREET.  THE CHURCH IS ABOUT TWO AND HALF BLOCKS N OF THE
 NK0484'TRACKS OF THE CHICAGO GREAT WESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0666 ***********************************************************************
 NK0666  DESIGNATION -  REBAR 1001
 NK0666  PID         -  NK0666
 NK0666  STATE/COUNTY-  IA/BUTLER
 NK0666  USGS QUAD   -  ALLISON (1972)
 NK0666
 NK0666                         *CURRENT SURVEY CONTROL
 NK0666  ___________________________________________________________________
 NK0666* NAD 83(1996)-  42 45 33.34588(N)    092 46 43.77039(W)     ADJUSTED  
 NK0666* NAVD 88     -       328.2    (meters)    1077.     (feet)  VERTCON   
 NK0666  ___________________________________________________________________
 NK0666  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 NK0666  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 NK0666
 NK0666  HORZ ORDER  -  SECOND
 NK0666
 NK0666.The horizontal coordinates were established by classical geodetic methods
 NK0666.and adjusted by the National Geodetic Survey in May 1999..
 NK0666
 NK0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0666
 NK0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0666
 NK0666.The geoid height was determined by GEOID03.
 NK0666
 NK0666;                    North         East     Units Scale Factor Converg.
 NK0666;SPC IA N     - 1,140,126.677 1,559,030.488   MT  0.99994664   +0 29 19.6
 NK0666;UTM  15      - 4,734,105.613   518,097.825   MT  0.99960403   +0 09 00.6
 NK0666
 NK0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0666!SPC IA N     -   0.99995349  x   0.99994664  =   0.99990013
 NK0666!UTM  15      -   0.99995349  x   0.99960403  =   0.99955754
 NK0666
 NK0666:                Primary Azimuth Mark                     Grid Az
 NK0666:SPC IA N     -  BEST                                     004 58 43.2
 NK0666:UTM  15      -  BEST                                     005 19 02.2
 NK0666
 NK0666|---------------------------------------------------------------------|
 NK0666| PID    Reference Object                     Distance      Geod. Az  |
 NK0666|                                                           dddmmss.s |
 NK0666| NK0663 BEST                                APPROX. 6.2 KM 0052802.8 |
 NK0666|---------------------------------------------------------------------|
 NK0666
 NK0666                          SUPERSEDED SURVEY CONTROL
 NK0666
 NK0666  NAD 83(1996)-  42 45 33.34593(N)    092 46 43.77053(W) AD(       ) 2
 NK0666  NAD 83(1986)-  42 45 33.34078(N)    092 46 43.76540(W) AD(       ) 2
 NK0666  NAD 27      -  42 45 33.42123(N)    092 46 43.06314(W) AD(       ) 2
 NK0666  NGVD 29 (07/19/86)  328.2    (m)         1077.     (f) VERT ANG       
 NK0666
 NK0666.Superseded values are not recommended for survey control.
 NK0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0666.See file dsdata.txt to determine how the superseded data were derived.
 NK0666
 NK0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1809834106(NAD 83)
 NK0666_MARKER: I = METAL ROD
 NK0666_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0666_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0666
 NK0666  HISTORY     - Date     Condition        Report By
 NK0666  HISTORY     - 1970     MONUMENTED       USGS
 NK0666
 NK0666                          STATION DESCRIPTION
 NK0666
 NK0666'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0666'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE SHOULDER
 NK0666'OF THE RD., 14 FT S. OF CENTER OF RD. ABOUT 300 FT E. OF TOP OF
 NK0666'SMALL KNOLL, T. 92 N., R. 16 W., ABOUT 0.2 MI W. OF THE COR. OF
 NK0666'SECS. 19, 20, 29 AND 30.
 NK0666'
 NK0666'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0646 ***********************************************************************
 NK0646  DESIGNATION -  REBAR 1002
 NK0646  PID         -  NK0646
 NK0646  STATE/COUNTY-  IA/BUTLER
 NK0646  USGS QUAD   -  STOUT (1971)
 NK0646
 NK0646                         *CURRENT SURVEY CONTROL
 NK0646  ___________________________________________________________________
 NK0646* NAD 83(1996)-  42 36 49.95443(N)    092 44 28.59487(W)     ADJUSTED  
 NK0646* NAVD 88     -       316.8    (meters)    1039.     (feet)  VERTCON   
 NK0646  ___________________________________________________________________
 NK0646  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 NK0646  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 NK0646
 NK0646  HORZ ORDER  -  SECOND
 NK0646
 NK0646.The horizontal coordinates were established by classical geodetic methods
 NK0646.and adjusted by the National Geodetic Survey in May 1999..
 NK0646
 NK0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0646
 NK0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0646
 NK0646.The geoid height was determined by GEOID03.
 NK0646
 NK0646;                    North         East     Units Scale Factor Converg.
 NK0646;SPC IA N     - 1,124,004.608 1,562,248.833   MT  0.99994581   +0 30 51.2
 NK0646;UTM  15      - 4,717,970.297   521,219.711   MT  0.99960554   +0 10 30.6
 NK0646
 NK0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0646!SPC IA N     -   0.99995531  x   0.99994581  =   0.99990112
 NK0646!UTM  15      -   0.99995531  x   0.99960554  =   0.99956086
 NK0646
 NK0646:                Primary Azimuth Mark                     Grid Az
 NK0646:SPC IA N     -  BROCKA                                   325 35 35.6
 NK0646:UTM  15      -  BROCKA                                   325 55 56.2
 NK0646
 NK0646|---------------------------------------------------------------------|
 NK0646| PID    Reference Object                     Distance      Geod. Az  |
 NK0646|                                                           dddmmss.s |
 NK0646| NK0648 BROCKA                              APPROX. 3.8 KM 3260626.8 |
 NK0646|---------------------------------------------------------------------|
 NK0646
 NK0646                          SUPERSEDED SURVEY CONTROL
 NK0646
 NK0646  NAD 83(1996)-  42 36 49.95452(N)    092 44 28.59516(W) AD(       ) 2
 NK0646  NAD 83(1986)-  42 36 49.95024(N)    092 44 28.58927(W) AD(       ) 2
 NK0646  NAD 27      -  42 36 50.02537(N)    092 44 27.89682(W) AD(       ) 2
 NK0646  NGVD 29 (07/19/86)  316.8    (m)         1039.     (f) VERT ANG       
 NK0646
 NK0646.Superseded values are not recommended for survey control.
 NK0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0646.See file dsdata.txt to determine how the superseded data were derived.
 NK0646
 NK0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2122017970(NAD 83)
 NK0646_MARKER: I = METAL ROD
 NK0646_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0646_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0646
 NK0646  HISTORY     - Date     Condition        Report By
 NK0646  HISTORY     - 1970     MONUMENTED       USGS
 NK0646
 NK0646                          STATION DESCRIPTION
 NK0646
 NK0646'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0646'STATION IS A REBAR DRIVEN 2 IN. BELOW SURFACE ON THE SHOULDER OF
 NK0646'AN E.-W. GRAVEL RD.  13 FT S. AND 82 FT E. OF CENTER RD. AT
 NK0646'FENCE S.  18 FT E. OF CENTER FIELD ENTRANCES N.-S., T. 90 N., R. 16
 NK0646'W., NEAR THE QUARTER COR. BETWEEN SECS. 9 AND 16.
 NK0646'
 NK0646'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0650 ***********************************************************************
 NK0650  DESIGNATION -  REBAR 1004
 NK0650  PID         -  NK0650
 NK0650  STATE/COUNTY-  IA/BUTLER
 NK0650  USGS QUAD   -  BUTLER CENTER (1979)
 NK0650
 NK0650                         *CURRENT SURVEY CONTROL
 NK0650  ___________________________________________________________________
 NK0650* NAD 83(1996)-  42 37 42.17424(N)    092 46 03.40848(W)     ADJUSTED  
 NK0650* NAVD 88     -       316.2    (meters)    1037.     (feet)  VERTCON   
 NK0650  ___________________________________________________________________
 NK0650  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 NK0650  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 NK0650
 NK0650  HORZ ORDER  -  SECOND
 NK0650
 NK0650.The horizontal coordinates were established by classical geodetic methods
 NK0650.and adjusted by the National Geodetic Survey in May 1999..
 NK0650
 NK0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0650
 NK0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0650
 NK0650.The geoid height was determined by GEOID03.
 NK0650
 NK0650;                    North         East     Units Scale Factor Converg.
 NK0650;SPC IA N     - 1,125,596.752 1,560,074.123   MT  0.99994560   +0 29 46.9
 NK0650;UTM  15      - 4,719,574.735   519,055.197   MT  0.99960447   +0 09 26.6
 NK0650
 NK0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0650!SPC IA N     -   0.99995540  x   0.99994560  =   0.99990100
 NK0650!UTM  15      -   0.99995540  x   0.99960447  =   0.99955989
 NK0650
 NK0650:                Primary Azimuth Mark                     Grid Az
 NK0650:SPC IA N     -  BROCKA                                   000 09 12.2
 NK0650:UTM  15      -  BROCKA                                   000 29 32.5
 NK0650
 NK0650|---------------------------------------------------------------------|
 NK0650| PID    Reference Object                     Distance      Geod. Az  |
 NK0650|                                                           dddmmss.s |
 NK0650| NK0648 BROCKA                              APPROX. 1.6 KM 0003859.1 |
 NK0650|---------------------------------------------------------------------|
 NK0650
 NK0650                          SUPERSEDED SURVEY CONTROL
 NK0650
 NK0650  NAD 83(1996)-  42 37 42.17427(N)    092 46 03.40876(W) AD(       ) 2
 NK0650  NAD 83(1986)-  42 37 42.17103(N)    092 46 03.40312(W) AD(       ) 2
 NK0650  NAD 27      -  42 37 42.24570(N)    092 46 02.70711(W) AD(       ) 2
 NK0650  NGVD 29 (07/19/86)  316.2    (m)         1037.     (f) VERT ANG       
 NK0650
 NK0650.Superseded values are not recommended for survey control.
 NK0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0650.See file dsdata.txt to determine how the superseded data were derived.
 NK0650
 NK0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1905519575(NAD 83)
 NK0650_MARKER: I = METAL ROD
 NK0650_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0650_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0650
 NK0650  HISTORY     - Date     Condition        Report By
 NK0650  HISTORY     - 1970     MONUMENTED       USGS
 NK0650
 NK0650                          STATION DESCRIPTION
 NK0650
 NK0650'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0650'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE ROAD, 37
 NK0650'FT N. OF S. RIGHT-OF-WAY FENCE, 13 FT S. OF CENTER OF RD., T. 90
 NK0650'N., R. 16 W., ABOUT 0.2 MI E. OF THE COR. OF SECS. 5, 6, 7 AND 8.
 NK0650'
 NK0650'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0654 ***********************************************************************
 NK0654  DESIGNATION -  REBAR 1006
 NK0654  PID         -  NK0654
 NK0654  STATE/COUNTY-  IA/GRUNDY
 NK0654  USGS QUAD   -  PARKERSBURG (1980)
 NK0654
 NK0654                         *CURRENT SURVEY CONTROL
 NK0654  ___________________________________________________________________
 NK0654* NAD 83(1996)-  42 30 48.70896(N)    092 46 58.37164(W)     ADJUSTED  
 NK0654* NAVD 88     -       317.3    (meters)    1041.     (feet)  VERTCON   
 NK0654  ___________________________________________________________________
 NK0654  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 NK0654  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 NK0654
 NK0654  HORZ ORDER  -  SECOND
 NK0654
 NK0654.The horizontal coordinates were established by classical geodetic methods
 NK0654.and adjusted by the National Geodetic Survey in May 1999..
 NK0654
 NK0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0654
 NK0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0654
 NK0654.The geoid height was determined by GEOID03.
 NK0654
 NK0654;                    North         East     Units Scale Factor Converg.
 NK0654;SPC IA N     - 1,112,828.948 1,558,930.048   MT  0.99994897   +0 29 09.7
 NK0654;UTM  15      - 4,706,818.300   517,835.985   MT  0.99960391   +0 08 48.2
 NK0654
 NK0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0654!SPC IA N     -   0.99995523  x   0.99994897  =   0.99990421
 NK0654!UTM  15      -   0.99995523  x   0.99960391  =   0.99955916
 NK0654
 NK0654:                Primary Azimuth Mark                     Grid Az
 NK0654:SPC IA N     -  SALEM                                    089 16 34.3
 NK0654:UTM  15      -  SALEM                                    089 36 55.8
 NK0654
 NK0654|---------------------------------------------------------------------|
 NK0654| PID    Reference Object                     Distance      Geod. Az  |
 NK0654|                                                           dddmmss.s |
 NK0654| NK0652 SALEM                               APPROX. 1.6 KM 0894544.0 |
 NK0654|---------------------------------------------------------------------|
 NK0654
 NK0654                          SUPERSEDED SURVEY CONTROL
 NK0654
 NK0654  NAD 83(1996)-  42 30 48.70876(N)    092 46 58.37150(W) AD(       ) 2
 NK0654  NAD 83(1986)-  42 30 48.70732(N)    092 46 58.36285(W) AD(       ) 2
 NK0654  NAD 27      -  42 30 48.77658(N)    092 46 57.64856(W) AD(       ) 2
 NK0654  NGVD 29 (07/19/86)  317.3    (m)         1041.     (f) VERT ANG       
 NK0654
 NK0654.Superseded values are not recommended for survey control.
 NK0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0654.See file dsdata.txt to determine how the superseded data were derived.
 NK0654
 NK0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1783606818(NAD 83)
 NK0654_MARKER: I = METAL ROD
 NK0654_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0654_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0654
 NK0654  HISTORY     - Date     Condition        Report By
 NK0654  HISTORY     - 1970     MONUMENTED       USGS
 NK0654
 NK0654                          STATION DESCRIPTION
 NK0654
 NK0654'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 NK0654'STATION IS A REBAR DRIVEN 3 IN. BELOW SHOULDER OF RD., 14 FT S. AND
 NK0654'123 FT W. CENTER RD. AT DRIVE S. ON A SLIGHT RISE, T. 89 N., R. 16
 NK0654'W., ABOUT 0.15 MI W. OF THE QUARTER COR. BETWEEN SECS. 18 AND 19.
 NK0654'
 NK0654'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0596 ***********************************************************************
 NK0596  DESIGNATION -  REBAR 1009
 NK0596  PID         -  NK0596
 NK0596  STATE/COUNTY-  IA/GRUNDY
 NK0596  USGS QUAD   -  DIKE (1971)
 NK0596
 NK0596                         *CURRENT SURVEY CONTROL
 NK0596  ___________________________________________________________________
 NK0596* NAD 83(1996)-  42 23 42.27313(N)    092 44 56.64404(W)     ADJUSTED  
 NK0596* NAVD 88     -       329.3    (meters)    1080.     (feet)  VERTCON   
 NK0596  ___________________________________________________________________
 NK0596  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 NK0596  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 NK0596
 NK0596  HORZ ORDER  -  SECOND
 NK0596
 NK0596.The horizontal coordinates were established by classical geodetic methods
 NK0596.and adjusted by the National Geodetic Survey in May 1999..
 NK0596
 NK0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0596
 NK0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0596
 NK0596.The geoid height was determined by GEOID03.
 NK0596
 NK0596;                    North         East     Units Scale Factor Converg.
 NK0596;SPC IA N     - 1,099,696.054 1,561,825.488   MT  0.99995663   +0 30 32.2
 NK0596;UTM  15      - 4,693,673.054   520,652.573   MT  0.99960525   +0 10 09.1
 NK0596
 NK0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0596!SPC IA N     -   0.99995335  x   0.99995663  =   0.99990999
 NK0596!UTM  15      -   0.99995335  x   0.99960525  =   0.99955862
 NK0596
 NK0596:                Primary Azimuth Mark                     Grid Az
 NK0596:SPC IA N     -  HOLLAND                                  000 05 05.9
 NK0596:UTM  15      -  HOLLAND                                  000 25 29.0
 NK0596
 NK0596|---------------------------------------------------------------------|
 NK0596| PID    Reference Object                     Distance      Geod. Az  |
 NK0596|                                                           dddmmss.s |
 NK0596| NK0595 HOLLAND                             APPROX. 1.9 KM 0003538.1 |
 NK0596|---------------------------------------------------------------------|
 NK0596
 NK0596                          SUPERSEDED SURVEY CONTROL
 NK0596
 NK0596  NAD 83(1996)-  42 23 42.27358(N)    092 44 56.63974(W) AD(       ) 2
 NK0596  NAD 83(1986)-  42 23 42.27282(N)    092 44 56.63554(W) AD(       ) 2
 NK0596  NAD 27      -  42 23 42.33456(N)    092 44 55.91467(W) AD(       ) 2
 NK0596  NGVD 29 (07/19/86)  329.3    (m)         1080.     (f) VERT ANG       
 NK0596
 NK0596.Superseded values are not recommended for survey control.
 NK0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0596.See file dsdata.txt to determine how the superseded data were derived.
 NK0596
 NK0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2065393673(NAD 83)
 NK0596_MARKER: I = METAL ROD
 NK0596_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0596_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0596
 NK0596  HISTORY     - Date     Condition        Report By
 NK0596  HISTORY     - 1970     MONUMENTED       USGS
 NK0596
 NK0596                          STATION DESCRIPTION
 NK0596
 NK0596'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0596'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF GRAVEL, 5
 NK0596'FT S. AND 26 FT W. OF CENTER OF RD. AT DRIVE W., T. 88 N., R. 16 W.,
 NK0596'NEAR THE N. SIXTEENTH COR. BETWEEN SECS. 31 AND 32.
 NK0596'
 NK0596'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0620 ***********************************************************************
 NK0620  DESIGNATION -  REBAR 1011
 NK0620  PID         -  NK0620
 NK0620  STATE/COUNTY-  IA/GRUNDY
 NK0620  USGS QUAD   -  GRUNDY CENTER (1979)
 NK0620
 NK0620                         *CURRENT SURVEY CONTROL
 NK0620  ___________________________________________________________________
 NK0620* NAD 83(1996)-  42 18 15.94986(N)    092 46 40.37326(W)     ADJUSTED  
 NK0620* NAVD 88     -       331.9    (meters)    1089.     (feet)  VERTCON   
 NK0620  ___________________________________________________________________
 NK0620  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 NK0620  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 NK0620
 NK0620  HORZ ORDER  -  SECOND
 NK0620
 NK0620.The horizontal coordinates were established by classical geodetic methods
 NK0620.and adjusted by the National Geodetic Survey in May 1999..
 NK0620
 NK0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0620
 NK0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0620
 NK0620.The geoid height was determined by GEOID03.
 NK0620
 NK0620;                    North         East     Units Scale Factor Converg.
 NK0620;SPC IA N     - 1,089,607.255 1,559,539.272   MT  0.99996535   +0 29 21.9
 NK0620;UTM  15      - 4,683,601.581   518,307.393   MT  0.99960412   +0 08 58.2
 NK0620
 NK0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0620!SPC IA N     -   0.99995295  x   0.99996535  =   0.99991830
 NK0620!UTM  15      -   0.99995295  x   0.99960412  =   0.99955708
 NK0620
 NK0620:                Primary Azimuth Mark                     Grid Az
 NK0620:SPC IA N     -  GRUNDY                                   018 46 27.3
 NK0620:UTM  15      -  GRUNDY                                   019 06 51.0
 NK0620
 NK0620|---------------------------------------------------------------------|
 NK0620| PID    Reference Object                     Distance      Geod. Az  |
 NK0620|                                                           dddmmss.s |
 NK0620| NK0618 GRUNDY                              APPROX. 4.8 KM 0191549.2 |
 NK0620|---------------------------------------------------------------------|
 NK0620
 NK0620                          SUPERSEDED SURVEY CONTROL
 NK0620
 NK0620  NAD 83(1996)-  42 18 15.95042(N)    092 46 40.36641(W) AD(       ) 2
 NK0620  NAD 83(1986)-  42 18 15.95045(N)    092 46 40.36566(W) AD(       ) 2
 NK0620  NAD 27      -  42 18 16.00608(N)    092 46 39.63936(W) AD(       ) 2
 NK0620  NGVD 29 (07/19/86)  331.9    (m)         1089.     (f) VERT ANG       
 NK0620
 NK0620.Superseded values are not recommended for survey control.
 NK0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0620.See file dsdata.txt to determine how the superseded data were derived.
 NK0620
 NK0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1830783602(NAD 83)
 NK0620_MARKER: I = METAL ROD
 NK0620_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0620_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0620
 NK0620  HISTORY     - Date     Condition        Report By
 NK0620  HISTORY     - 1970     MONUMENTED       USGS
 NK0620
 NK0620                          STATION DESCRIPTION
 NK0620
 NK0620'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0620'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE RD., 40 FT
 NK0620'N. AND 10 FT W. OF CENTER OF RD. AT DRIVE W., T. 87 N., R. 17 W.,
 NK0620'ABOUT 0.05 MI N. OF THE CENTER OF SEC. 36.
 NK0620'
 NK0620'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0616 ***********************************************************************
 NK0616  DESIGNATION -  REBAR 1013
 NK0616  PID         -  NK0616
 NK0616  STATE/COUNTY-  IA/TAMA
 NK0616  USGS QUAD   -  GRUNDY CENTER (1979)
 NK0616
 NK0616                         *CURRENT SURVEY CONTROL
 NK0616  ___________________________________________________________________
 NK0616* NAD 83(1996)-  42 15 06.85724(N)    092 45 27.76328(W)     ADJUSTED  
 NK0616* NAVD 88     -       322.1    (meters)    1057.     (feet)  VERTCON   
 NK0616  ___________________________________________________________________
 NK0616  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 NK0616  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 NK0616
 NK0616  HORZ ORDER  -  SECOND
 NK0616
 NK0616.The horizontal coordinates were established by classical geodetic methods
 NK0616.and adjusted by the National Geodetic Survey in May 1999..
 NK0616
 NK0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0616
 NK0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0616
 NK0616.The geoid height was determined by GEOID03.
 NK0616
 NK0616;                    North         East     Units Scale Factor Converg.
 NK0616;SPC IA N     - 1,083,787.579 1,561,253.444   MT  0.99997154   +0 30 11.1
 NK0616;UTM  15      - 4,677,773.955   519,986.386   MT  0.99960491   +0 09 46.5
 NK0616
 NK0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0616!SPC IA N     -   0.99995448  x   0.99997154  =   0.99992602
 NK0616!UTM  15      -   0.99995448  x   0.99960491  =   0.99955941
 NK0616
 NK0616:                Primary Azimuth Mark                     Grid Az
 NK0616:SPC IA N     -  WASH                                     359 12 52.5
 NK0616:UTM  15      -  WASH                                     359 33 17.1
 NK0616
 NK0616|---------------------------------------------------------------------|
 NK0616| PID    Reference Object                     Distance      Geod. Az  |
 NK0616|                                                           dddmmss.s |
 NK0616| NK0617 WASH                                APPROX. 4.0 KM 3594303.6 |
 NK0616|---------------------------------------------------------------------|
 NK0616
 NK0616                          SUPERSEDED SURVEY CONTROL
 NK0616
 NK0616  NAD 83(1996)-  42 15 06.85879(N)    092 45 27.75484(W) AD(       ) 2
 NK0616  NAD 83(1986)-  42 15 06.85873(N)    092 45 27.75472(W) AD(       ) 2
 NK0616  NAD 27      -  42 15 06.91104(N)    092 45 27.03157(W) AD(       ) 2
 NK0616  NGVD 29 (07/19/86)  322.1    (m)         1057.     (f) VERT ANG       
 NK0616
 NK0616.Superseded values are not recommended for survey control.
 NK0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0616.See file dsdata.txt to determine how the superseded data were derived.
 NK0616
 NK0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1998677774(NAD 83)
 NK0616_MARKER: I = METAL ROD
 NK0616_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0616_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0616
 NK0616  HISTORY     - Date     Condition        Report By
 NK0616  HISTORY     - 1970     MONUMENTED       USGS
 NK0616
 NK0616                          STATION DESCRIPTION
 NK0616
 NK0616'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0616'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE, 30 FT E. CENTER
 NK0616'N.-S. RD. AND 2.4 FT W. OF THE E. RIGHT-OF-WAY FENCE, ON A PROMINENT
 NK0616'RIDGE, T. 86 N., R. 16 W., ABOUT 600 FT S. OF THE QUARTER
 NK0616'COR. BETWEEN SECS. 18 AND 19.
 NK0616'
 NK0616'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0614 ***********************************************************************
 NK0614  DESIGNATION -  REBAR 1013.5
 NK0614  PID         -  NK0614
 NK0614  STATE/COUNTY-  IA/TAMA
 NK0614  USGS QUAD   -  CONRAD EAST (1960)
 NK0614
 NK0614                         *CURRENT SURVEY CONTROL
 NK0614  ___________________________________________________________________
 NK0614* NAD 83(1996)-  42 13 28.58408(N)    092 45 28.74868(W)     ADJUSTED  
 NK0614* NAVD 88     -       316.3    (meters)    1038.     (feet)  VERTCON   
 NK0614  ___________________________________________________________________
 NK0614  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 NK0614  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 NK0614
 NK0614  HORZ ORDER  -  SECOND
 NK0614
 NK0614.The horizontal coordinates were established by classical geodetic methods
 NK0614.and adjusted by the National Geodetic Survey in May 1999..
 NK0614
 NK0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0614
 NK0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0614
 NK0614.The geoid height was determined by GEOID03.
 NK0614
 NK0614;                    North         East     Units Scale Factor Converg.
 NK0614;SPC IA N     - 1,080,755.363 1,561,257.470   MT  0.99997508   +0 30 10.4
 NK0614;UTM  15      - 4,674,742.885   519,972.413   MT  0.99960491   +0 09 45.5
 NK0614
 NK0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0614!SPC IA N     -   0.99995539  x   0.99997508  =   0.99993047
 NK0614!UTM  15      -   0.99995539  x   0.99960491  =   0.99956031
 NK0614
 NK0614:                Primary Azimuth Mark                     Grid Az
 NK0614:SPC IA N     -  REBAR 1013                               359 55 26.1
 NK0614:UTM  15      -  REBAR 1013                               000 15 51.0
 NK0614
 NK0614|---------------------------------------------------------------------|
 NK0614| PID    Reference Object                     Distance      Geod. Az  |
 NK0614|                                                           dddmmss.s |
 NK0614| NK0616 REBAR 1013                          APPROX. 3.0 KM 0002536.5 |
 NK0614|---------------------------------------------------------------------|
 NK0614
 NK0614                          SUPERSEDED SURVEY CONTROL
 NK0614
 NK0614  NAD 83(1986)-  42 13 28.58606(N)    092 45 28.73932(W) AD(       ) 2
 NK0614  NAD 27      -  42 13 28.63673(N)    092 45 28.01738(W) AD(       ) 2
 NK0614  NGVD 29 (07/19/86)  316.3    (m)         1038.     (f) VERT ANG       
 NK0614
 NK0614.Superseded values are not recommended for survey control.
 NK0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0614.See file dsdata.txt to determine how the superseded data were derived.
 NK0614
 NK0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1997274743(NAD 83)
 NK0614_MARKER: I = METAL ROD
 NK0614_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0614_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0614
 NK0614  HISTORY     - Date     Condition        Report By
 NK0614  HISTORY     - 1970     MONUMENTED       USGS
 NK0614
 NK0614                          STATION DESCRIPTION
 NK0614
 NK0614'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0614'THE STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE
 NK0614'RD., 13 FT S. AND 57 FT W. OF CENTER OF CROSSROADS, T. 86 N.,
 NK0614'R. 16 W., NEAR THE QUARTER COR. BETWEEN SECS. 30 AND 31.
 NK0614'
 NK0614'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0608 ***********************************************************************
 NK0608  DESIGNATION -  REBAR 1016
 NK0608  PID         -  NK0608
 NK0608  STATE/COUNTY-  IA/TAMA
 NK0608  USGS QUAD   -  GLADBROOK (1971)
 NK0608
 NK0608                         *CURRENT SURVEY CONTROL
 NK0608  ___________________________________________________________________
 NK0608* NAD 83(1996)-  42 10 01.08013(N)    092 37 49.69567(W)     ADJUSTED  
 NK0608* NAVD 88     -       311.7    (meters)    1023.     (feet)  VERTCON   
 NK0608  ___________________________________________________________________
 NK0608  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 NK0608  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 NK0608
 NK0608  HORZ ORDER  -  SECOND
 NK0608
 NK0608.The horizontal coordinates were established by classical geodetic methods
 NK0608.and adjusted by the National Geodetic Survey in May 1999..
 NK0608
 NK0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0608
 NK0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0608
 NK0608.The geoid height was determined by GEOID03.
 NK0608
 NK0608;                    North         East     Units Scale Factor Converg.
 NK0608;SPC IA N     - 1,074,453.690 1,571,850.038   MT  0.99998331   +0 35 21.5
 NK0608;UTM  15      - 4,668,380.693   530,523.400   MT  0.99961146   +0 14 53.0
 NK0608
 NK0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0608!SPC IA N     -   0.99995609  x   0.99998331  =   0.99993940
 NK0608!UTM  15      -   0.99995609  x   0.99961146  =   0.99956756
 NK0608
 NK0608:                Primary Azimuth Mark                     Grid Az
 NK0608:SPC IA N     -  WOLF                                     359 23 40.4
 NK0608:UTM  15      -  WOLF                                     359 44 08.9
 NK0608
 NK0608|---------------------------------------------------------------------|
 NK0608| PID    Reference Object                     Distance      Geod. Az  |
 NK0608|                                                           dddmmss.s |
 NK0608| NK0609 WOLF                                APPROX. 3.7 KM 3595901.9 |
 NK0608|---------------------------------------------------------------------|
 NK0608
 NK0608                          SUPERSEDED SURVEY CONTROL
 NK0608
 NK0608  NAD 83(1986)-  42 10 01.08187(N)    092 37 49.68791(W) AD(       ) 2
 NK0608  NAD 27      -  42 10 01.12626(N)    092 37 48.98372(W) AD(       ) 2
 NK0608  NGVD 29 (07/19/86)  311.7    (m)         1023.     (f) VERT ANG       
 NK0608
 NK0608.Superseded values are not recommended for survey control.
 NK0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0608.See file dsdata.txt to determine how the superseded data were derived.
 NK0608
 NK0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3052368381(NAD 83)
 NK0608_MARKER: I = METAL ROD
 NK0608_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0608_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0608
 NK0608  HISTORY     - Date     Condition        Report By
 NK0608  HISTORY     - 1970     MONUMENTED       USGS
 NK0608
 NK0608                          STATION DESCRIPTION
 NK0608
 NK0608'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0608'THE STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE
 NK0608'GROUND, 11 FT N. AND 15 FT W. OF CENTER OF CROSSROADS.  T. 85 N.,
 NK0608'R. 15 W., NEAR THE COR. OF SECS. 17, 18, 19 AND 20.
 NK0608'
 NK0608'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0603 ***********************************************************************
 NK0603  DESIGNATION -  REBAR 1019
 NK0603  PID         -  NK0603
 NK0603  STATE/COUNTY-  IA/TAMA
 NK0603  USGS QUAD   -  GARWIN (1971)
 NK0603
 NK0603                         *CURRENT SURVEY CONTROL
 NK0603  ___________________________________________________________________
 NK0603* NAD 83(1996)-  42 04 43.41146(N)    092 43 44.46363(W)     ADJUSTED  
 NK0603* NAVD 88     -       319.6    (meters)    1049.     (feet)  VERTCON   
 NK0603  ___________________________________________________________________
 NK0603  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 NK0603  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 NK0603
 NK0603  HORZ ORDER  -  SECOND
 NK0603
 NK0603.The horizontal coordinates were established by classical geodetic methods
 NK0603.and adjusted by the National Geodetic Survey in May 1999..
 NK0603
 NK0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0603
 NK0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0603
 NK0603.The geoid height was determined by GEOID03.
 NK0603
 NK0603;                    North         East     Units Scale Factor Converg.
 NK0603;SPC IA N     - 1,064,573.722 1,563,796.657   MT  0.99999783   +0 31 21.1
 NK0603;UTM  15      - 4,658,552.598   522,414.437   MT  0.99960618   +0 10 53.8
 NK0603
 NK0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0603!SPC IA N     -   0.99995485  x   0.99999783  =   0.99995268
 NK0603!UTM  15      -   0.99995485  x   0.99960618  =   0.99956105
 NK0603
 NK0603:                Primary Azimuth Mark                     Grid Az
 NK0603:SPC IA N     -  APPLE                                    358 08 22.8
 NK0603:UTM  15      -  APPLE                                    358 28 50.1
 NK0603
 NK0603|---------------------------------------------------------------------|
 NK0603| PID    Reference Object                     Distance      Geod. Az  |
 NK0603|                                                           dddmmss.s |
 NK0603| NK0604 APPLE                               APPROX. 4.0 KM 3583943.9 |
 NK0603|---------------------------------------------------------------------|
 NK0603
 NK0603                          SUPERSEDED SURVEY CONTROL
 NK0603
 NK0603  NAD 83(1986)-  42 04 43.41584(N)    092 43 44.45946(W) AD(       ) 2
 NK0603  NAD 27      -  42 04 43.45786(N)    092 43 43.74532(W) AD(       ) 2
 NK0603  NGVD 29 (07/19/86)  319.6    (m)         1049.     (f) VERT ANG       
 NK0603
 NK0603.Superseded values are not recommended for survey control.
 NK0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0603.See file dsdata.txt to determine how the superseded data were derived.
 NK0603
 NK0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2241458553(NAD 83)
 NK0603_MARKER: I = METAL ROD
 NK0603_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0603_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0603
 NK0603  HISTORY     - Date     Condition        Report By
 NK0603  HISTORY     - 1970     MONUMENTED       USGS
 NK0603
 NK0603                          STATION DESCRIPTION
 NK0603
 NK0603'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0603'STATION IS A REBAR DRIVEN 2 IN. BELOW THE SURFACE, 26 FT N. AND
 NK0603'28 FT E. CENTER RD. AT W. CEMETERY FENCE N., 2 FT S. OF THE
 NK0603'N. RIGHT-OF-WAY FENCE, T. 84 N., R. 16 W., ABOUT 300 FT W. OF
 NK0603'THE COR. OF SECS. 16, 17, 20 AND 21.
 NK0603'
 NK0603'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0602 ***********************************************************************
 NK0602  DESIGNATION -  REBAR 1020
 NK0602  PID         -  NK0602
 NK0602  STATE/COUNTY-  IA/TAMA
 NK0602  USGS QUAD   -  GARWIN (1971)
 NK0602
 NK0602                         *CURRENT SURVEY CONTROL
 NK0602  ___________________________________________________________________
 NK0602* NAD 83(1996)-  42 03 48.33154(N)    092 43 41.63823(W)     ADJUSTED  
 NK0602* NAVD 88     -       314.0    (meters)    1030.     (feet)  VERTCON   
 NK0602  ___________________________________________________________________
 NK0602  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 NK0602  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 NK0602
 NK0602  HORZ ORDER  -  SECOND
 NK0602
 NK0602.The horizontal coordinates were established by classical geodetic methods
 NK0602.and adjusted by the National Geodetic Survey in May 1999..
 NK0602
 NK0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0602
 NK0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0602
 NK0602.The geoid height was determined by GEOID03.
 NK0602
 NK0602;                    North         East     Units Scale Factor Converg.
 NK0602;SPC IA N     - 1,062,874.947 1,563,877.112   MT  1.00000059   +0 31 23.0
 NK0602;UTM  15      - 4,656,854.042   522,484.754   MT  0.99960622   +0 10 55.5
 NK0602
 NK0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0602!SPC IA N     -   0.99995573  x   1.00000059  =   0.99995632
 NK0602!UTM  15      -   0.99995573  x   0.99960622  =   0.99956197
 NK0602
 NK0602:                Primary Azimuth Mark                     Grid Az
 NK0602:SPC IA N     -  REBAR 1019                               357 17 18.5
 NK0602:UTM  15      -  REBAR 1019                               357 37 46.0
 NK0602
 NK0602|---------------------------------------------------------------------|
 NK0602| PID    Reference Object                     Distance      Geod. Az  |
 NK0602|                                                           dddmmss.s |
 NK0602| NK0603 REBAR 1019                          APPROX. 1.7 KM 3574841.5 |
 NK0602|---------------------------------------------------------------------|
 NK0602
 NK0602                          SUPERSEDED SURVEY CONTROL
 NK0602
 NK0602  NAD 83(1986)-  42 03 48.33613(N)    092 43 41.63527(W) AD(       ) 2
 NK0602  NAD 27      -  42 03 48.37701(N)    092 43 40.92142(W) AD(       ) 2
 NK0602  NGVD 29 (07/19/86)  314.0    (m)         1030.     (f) VERT ANG       
 NK0602
 NK0602.Superseded values are not recommended for survey control.
 NK0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0602.See file dsdata.txt to determine how the superseded data were derived.
 NK0602
 NK0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2248556854(NAD 83)
 NK0602_MARKER: I = METAL ROD
 NK0602_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0602_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0602
 NK0602  HISTORY     - Date     Condition        Report By
 NK0602  HISTORY     - 1970     MONUMENTED       USGS
 NK0602
 NK0602                          STATION DESCRIPTION
 NK0602
 NK0602'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0602'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE, 13 FT W. CENTER
 NK0602'RD. AT DRIVE E., T. 84 N., R. 16 W., ABOUT 250 FT S. AND ABOUT
 NK0602'100 FT W. OF THE COR. OF SECS. 20, 21, 28 AND 29.
 NK0602'
 NK0602'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0606 ***********************************************************************
 NK0606  DESIGNATION -  REBAR 1021
 NK0606  PID         -  NK0606
 NK0606  STATE/COUNTY-  IA/TAMA
 NK0606  USGS QUAD   -  GARWIN (1971)
 NK0606
 NK0606                         *CURRENT SURVEY CONTROL
 NK0606  ___________________________________________________________________
 NK0606* NAD 83(1996)-  42 02 02.61333(N)    092 44 36.17999(W)     ADJUSTED  
 NK0606* NAVD 88     -       301.6    (meters)     989.     (feet)  VERTCON   
 NK0606  ___________________________________________________________________
 NK0606  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 NK0606  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 NK0606
 NK0606  HORZ ORDER  -  SECOND
 NK0606
 NK0606.The horizontal coordinates were established by classical geodetic methods
 NK0606.and adjusted by the National Geodetic Survey in May 1999..
 NK0606
 NK0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0606
 NK0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0606
 NK0606.The geoid height was determined by GEOID03.
 NK0606
 NK0606;                    North         East     Units Scale Factor Converg.
 NK0606;SPC IA N     - 1,059,601.907 1,562,652.373   MT  1.00000608   +0 30 46.1
 NK0606;UTM  15      - 4,653,589.646   521,241.053   MT  0.99960555   +0 10 18.6
 NK0606
 NK0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0606!SPC IA N     -   0.99995768  x   1.00000608  =   0.99996376
 NK0606!UTM  15      -   0.99995768  x   0.99960555  =   0.99956324
 NK0606
 NK0606:                Primary Azimuth Mark                     Grid Az
 NK0606:SPC IA N     -  REBAR 1020                               020 30 55.4
 NK0606:UTM  15      -  REBAR 1020                               020 51 22.9
 NK0606
 NK0606|---------------------------------------------------------------------|
 NK0606| PID    Reference Object                     Distance      Geod. Az  |
 NK0606|                                                           dddmmss.s |
 NK0606| NK0602 REBAR 1020                          APPROX. 3.5 KM 0210141.5 |
 NK0606|---------------------------------------------------------------------|
 NK0606
 NK0606                          SUPERSEDED SURVEY CONTROL
 NK0606
 NK0606  NAD 83(1986)-  42 02 02.61866(N)    092 44 36.17926(W) AD(       ) 2
 NK0606  NAD 27      -  42 02 02.65823(N)    092 44 35.46441(W) AD(       ) 2
 NK0606  NGVD 29 (07/19/86)  301.6    (m)          989.     (f) VERT ANG       
 NK0606
 NK0606.Superseded values are not recommended for survey control.
 NK0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0606.See file dsdata.txt to determine how the superseded data were derived.
 NK0606
 NK0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2124153590(NAD 83)
 NK0606_MARKER: I = METAL ROD
 NK0606_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0606_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0606
 NK0606  HISTORY     - Date     Condition        Report By
 NK0606  HISTORY     - 1970     MONUMENTED       USGS
 NK0606
 NK0606                          STATION DESCRIPTION
 NK0606
 NK0606'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 NK0606'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE ON SHOULDER OF
 NK0606'THE RD., 12 FT NORMAL NE. OF CENTER RD. AND S. OF SOME OLD FARM
 NK0606'BUILDINGS, T. 83 N., R. 16 W., NEAR THE CENTER OF THE NW. QUARTER
 NK0606'OF SEC. 5.
 NK0606'
 NK0606'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0605 ***********************************************************************
 NK0605  DESIGNATION -  REBAR 1023
 NK0605  PID         -  NK0605
 NK0605  STATE/COUNTY-  IA/TAMA
 NK0605  USGS QUAD   -  GARWIN (1971)
 NK0605
 NK0605                         *CURRENT SURVEY CONTROL
 NK0605  ___________________________________________________________________
 NK0605* NAD 83(1996)-  42 00 21.58478(N)    092 44 12.56611(W)     ADJUSTED  
 NK0605* NAVD 88     -       289.1    (meters)     948.     (feet)  VERTCON   
 NK0605  ___________________________________________________________________
 NK0605  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 NK0605  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 NK0605
 NK0605  HORZ ORDER  -  SECOND
 NK0605
 NK0605.The horizontal coordinates were established by classical geodetic methods
 NK0605.and adjusted by the National Geodetic Survey in May 1999..
 NK0605
 NK0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0605
 NK0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0605
 NK0605.The geoid height was determined by GEOID03.
 NK0605
 NK0605;                    North         East     Units Scale Factor Converg.
 NK0605;SPC IA N     - 1,056,489.774 1,563,223.656   MT  1.00001157   +0 31 02.1
 NK0605;UTM  15      - 4,650,475.424   521,793.579   MT  0.99960584   +0 10 34.0
 NK0605
 NK0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0605!SPC IA N     -   0.99995964  x   1.00001157  =   0.99997121
 NK0605!UTM  15      -   0.99995964  x   0.99960584  =   0.99956549
 NK0605
 NK0605:                Primary Azimuth Mark                     Grid Az
 NK0605:SPC IA N     -  GRAND                                    296 45 45.3
 NK0605:UTM  15      -  GRAND                                    297 06 13.4
 NK0605
 NK0605|---------------------------------------------------------------------|
 NK0605| PID    Reference Object                     Distance      Geod. Az  |
 NK0605|                                                           dddmmss.s |
 NK0605| NK0615 GRAND                               APPROX. 3.7 KM 2971647.4 |
 NK0605|---------------------------------------------------------------------|
 NK0605
 NK0605                          SUPERSEDED SURVEY CONTROL
 NK0605
 NK0605  NAD 83(1986)-  42 00 21.59062(N)    092 44 12.56690(W) AD(       ) 2
 NK0605  NAD 27      -  42 00 21.62840(N)    092 44 11.85415(W) AD(       ) 2
 NK0605  NGVD 29 (07/19/86)  289.1    (m)          948.     (f) VERT ANG       
 NK0605
 NK0605.Superseded values are not recommended for survey control.
 NK0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0605.See file dsdata.txt to determine how the superseded data were derived.
 NK0605
 NK0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2179450475(NAD 83)
 NK0605_MARKER: I = METAL ROD
 NK0605_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0605_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0605
 NK0605  HISTORY     - Date     Condition        Report By
 NK0605  HISTORY     - 1970     MONUMENTED       USGS
 NK0605
 NK0605                          STATION DESCRIPTION
 NK0605
 NK0605'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0605'STATION IS A REBAR DRIVEN 3 IN. BELOW SURFACE, 24 FT NORMAL S. OF
 NK0605'CENTER HWY. AND 48 FT (PARALLEL WITH HWY.), W. OF A DRIVE N.,
 NK0605'T. 83 N., R. 16 W., NEAR THE QUARTER COR. BETWEEN SECS. 8 AND 17.
 NK0605'
 NK0605'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0571 ***********************************************************************
 MH0571  DESIGNATION -  REBAR 1025
 MH0571  PID         -  MH0571
 MH0571  STATE/COUNTY-  IA/TAMA
 MH0571  USGS QUAD   -  TAMA (1980)
 MH0571
 MH0571                         *CURRENT SURVEY CONTROL
 MH0571  ___________________________________________________________________
 MH0571* NAD 83(1996)-  41 59 40.03191(N)    092 37 19.52006(W)     ADJUSTED  
 MH0571* NAVD 88     -       305.8    (meters)    1003.     (feet)  VERTCON   
 MH0571  ___________________________________________________________________
 MH0571  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 MH0571  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 MH0571
 MH0571  HORZ ORDER  -  SECOND
 MH0571
 MH0571.The horizontal coordinates were established by classical geodetic methods
 MH0571.and adjusted by the National Geodetic Survey in May 1999..
 MH0571
 MH0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0571
 MH0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0571
 MH0571.The geoid height was determined by GEOID03.
 MH0571
 MH0571;                    North         East     Units Scale Factor Converg.
 MH0571;SPC IA N     - 1,055,300.023 1,572,741.622   MT  1.00001389   +0 35 42.0
 MH0571;UTM  15      - 4,649,229.447   531,300.440   MT  0.99961206   +0 15 10.2
 MH0571
 MH0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0571!SPC IA N     -   0.99995701  x   1.00001389  =   0.99997090
 MH0571!UTM  15      -   0.99995701  x   0.99961206  =   0.99956909
 MH0571
 MH0571:                Primary Azimuth Mark                     Grid Az
 MH0571:SPC IA N     -  INDIAN                                   281 37 22.2
 MH0571:UTM  15      -  INDIAN                                   281 57 54.0
 MH0571
 MH0571|---------------------------------------------------------------------|
 MH0571| PID    Reference Object                     Distance      Geod. Az  |
 MH0571|                                                           dddmmss.s |
 MH0571| MH0576 INDIAN                              APPROX. 1.5 KM 2821304.2 |
 MH0571|---------------------------------------------------------------------|
 MH0571
 MH0571                          SUPERSEDED SURVEY CONTROL
 MH0571
 MH0571  NAD 83(1986)-  41 59 40.03782(N)    092 37 19.52089(W) AD(       ) 2
 MH0571  NAD 27      -  41 59 40.07076(N)    092 37 18.82176(W) AD(       ) 2
 MH0571  NGVD 29 (07/19/86)  305.8    (m)         1003.     (f) VERT ANG       
 MH0571
 MH0571.Superseded values are not recommended for survey control.
 MH0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0571.See file dsdata.txt to determine how the superseded data were derived.
 MH0571
 MH0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3130049229(NAD 83)
 MH0571_MARKER: I = METAL ROD
 MH0571_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0571_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0571
 MH0571  HISTORY     - Date     Condition        Report By
 MH0571  HISTORY     - 1970     MONUMENTED       USGS
 MH0571
 MH0571                          STATION DESCRIPTION
 MH0571
 MH0571'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 MH0571'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE GROUND,
 MH0571'28 FT NORMAL N. OF CENTER OF HWY., 5 FT WNW. PARALLEL TO CENTER
 MH0571'HWY. AT FIELD ENTRANCE NNE., T. 83 N., R. 15 W., ABOUT 500 FT
 MH0571'N. OF THE QUARTER COR. BETWEEN SECS. 17 AND 20.
 MH0571'
 MH0571'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0566 ***********************************************************************
 MH0566  DESIGNATION -  REBAR 1026
 MH0566  PID         -  MH0566
 MH0566  STATE/COUNTY-  IA/TAMA
 MH0566  USGS QUAD   -  TAMA (1980)
 MH0566
 MH0566                         *CURRENT SURVEY CONTROL
 MH0566  ___________________________________________________________________
 MH0566* NAD 83(1996)-  41 59 11.37558(N)    092 34 50.62345(W)     ADJUSTED  
 MH0566* NAVD 88     -       268.7    (meters)     882.     (feet)  VERTCON   
 MH0566  ___________________________________________________________________
 MH0566  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 MH0566  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 MH0566
 MH0566  HORZ ORDER  -  SECOND
 MH0566
 MH0566.The horizontal coordinates were established by classical geodetic methods
 MH0566.and adjusted by the National Geodetic Survey in May 1999..
 MH0566
 MH0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0566
 MH0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0566
 MH0566.The geoid height was determined by GEOID03.
 MH0566
 MH0566;                    North         East     Units Scale Factor Converg.
 MH0566;SPC IA N     - 1,054,452.337 1,576,178.109   MT  1.00001552   +0 37 22.9
 MH0566;UTM  15      - 4,648,361.591   534,730.424   MT  0.99961484   +0 16 49.7
 MH0566
 MH0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0566!SPC IA N     -   0.99996283  x   1.00001552  =   0.99997835
 MH0566!UTM  15      -   0.99996283  x   0.99961484  =   0.99957769
 MH0566
 MH0566:                Primary Azimuth Mark                     Grid Az
 MH0566:SPC IA N     -  REBAR 1025                               283 51 23.3
 MH0566:UTM  15      -  REBAR 1025                               284 11 56.5
 MH0566
 MH0566|---------------------------------------------------------------------|
 MH0566| PID    Reference Object                     Distance      Geod. Az  |
 MH0566|                                                           dddmmss.s |
 MH0566| MH0571 REBAR 1025                          APPROX. 3.5 KM 2842846.2 |
 MH0566|---------------------------------------------------------------------|
 MH0566
 MH0566                          SUPERSEDED SURVEY CONTROL
 MH0566
 MH0566  NAD 83(1986)-  41 59 11.38144(N)    092 34 50.62443(W) AD(       ) 2
 MH0566  NAD 27      -  41 59 11.41253(N)    092 34 49.93035(W) AD(       ) 2
 MH0566  NGVD 29 (07/19/86)  268.7    (m)          882.     (f) VERT ANG       
 MH0566
 MH0566.Superseded values are not recommended for survey control.
 MH0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0566.See file dsdata.txt to determine how the superseded data were derived.
 MH0566
 MH0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3473048362(NAD 83)
 MH0566_MARKER: I = METAL ROD
 MH0566_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0566_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0566
 MH0566  HISTORY     - Date     Condition        Report By
 MH0566  HISTORY     - 1970     MONUMENTED       USGS
 MH0566
 MH0566                          STATION DESCRIPTION
 MH0566
 MH0566'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 MH0566'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE GROUND,
 MH0566'32 FT SW.-N. TO CENTER HWY., 48 FT NW. PARALLEL TO HWY. FROM
 MH0566'CENTER OF DRIVE NW., T. 83 N., R. 15 W., ABOUT 0.15 MI N. OF
 MH0566'THE CENTER OF SEC. 22.
 MH0566'
 MH0566'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0568 ***********************************************************************
 MH0568  DESIGNATION -  REBAR 1027
 MH0568  PID         -  MH0568
 MH0568  STATE/COUNTY-  IA/TAMA
 MH0568  USGS QUAD   -  TAMA (1980)
 MH0568
 MH0568                         *CURRENT SURVEY CONTROL
 MH0568  ___________________________________________________________________
 MH0568* NAD 83(1996)-  41 59 30.88956(N)    092 36 04.37375(W)     ADJUSTED  
 MH0568* NAVD 88     -       279.8    (meters)     918.     (feet)  VERTCON   
 MH0568  ___________________________________________________________________
 MH0568  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 MH0568  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 MH0568
 MH0568  HORZ ORDER  -  SECOND
 MH0568
 MH0568.The horizontal coordinates were established by classical geodetic methods
 MH0568.and adjusted by the National Geodetic Survey in May 1999..
 MH0568
 MH0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0568
 MH0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0568
 MH0568.The geoid height was determined by GEOID03.
 MH0568
 MH0568;                    North         East     Units Scale Factor Converg.
 MH0568;SPC IA N     - 1,055,036.135 1,574,474.124   MT  1.00001441   +0 36 32.9
 MH0568;UTM  15      - 4,648,955.324   533,030.640   MT  0.99961342   +0 16 00.5
 MH0568
 MH0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0568!SPC IA N     -   0.99996109  x   1.00001441  =   0.99997550
 MH0568!UTM  15      -   0.99996109  x   0.99961342  =   0.99957453
 MH0568
 MH0568:                Primary Azimuth Mark                     Grid Az
 MH0568:SPC IA N     -  REBAR 1026                               108 54 43.0
 MH0568:UTM  15      -  REBAR 1026                               109 15 15.4
 MH0568
 MH0568|---------------------------------------------------------------------|
 MH0568| PID    Reference Object                     Distance      Geod. Az  |
 MH0568|                                                           dddmmss.s |
 MH0568| MH0566 REBAR 1026                          APPROX. 1.8 KM 1093115.9 |
 MH0568|---------------------------------------------------------------------|
 MH0568
 MH0568                          SUPERSEDED SURVEY CONTROL
 MH0568
 MH0568  NAD 83(1986)-  41 59 30.89571(N)    092 36 04.37504(W) AD(       ) 2
 MH0568  NAD 27      -  41 59 30.92758(N)    092 36 03.67774(W) AD(       ) 2
 MH0568  NGVD 29 (07/19/86)  279.8    (m)          918.     (f) VERT ANG       
 MH0568
 MH0568.Superseded values are not recommended for survey control.
 MH0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0568.See file dsdata.txt to determine how the superseded data were derived.
 MH0568
 MH0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3303148955(NAD 83)
 MH0568_MARKER: I = METAL ROD
 MH0568_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0568_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0568
 MH0568  HISTORY     - Date     Condition        Report By
 MH0568  HISTORY     - 1970     MONUMENTED       USGS
 MH0568
 MH0568                          STATION DESCRIPTION
 MH0568
 MH0568'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 MH0568'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE GROUND,
 MH0568'11 FT S. AND 17 FT W. OF CENTER OF RD. AT FIELD ENTRANCE W.,
 MH0568'T. 83 N., R. 15 W., ABOUT 500 FT S. OF THE QUARTER COR. BETWEEN
 MH0568'SECS. 16 AND 21.
 MH0568'
 MH0568'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0598 ***********************************************************************
 MH0598  DESIGNATION -  REBAR 1032
 MH0598  PID         -  MH0598
 MH0598  STATE/COUNTY-  IA/MARSHALL
 MH0598  USGS QUAD   -  GILMAN (1980)
 MH0598
 MH0598                         *CURRENT SURVEY CONTROL
 MH0598  ___________________________________________________________________
 MH0598* NAD 83(1996)-  41 57 15.10104(N)    092 47 07.87217(W)     ADJUSTED  
 MH0598* NAVD 88     -       305.1    (meters)    1001.     (feet)  VERTCON   
 MH0598  ___________________________________________________________________
 MH0598  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 MH0598  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 MH0598
 MH0598  HORZ ORDER  -  SECOND
 MH0598
 MH0598.The horizontal coordinates were established by classical geodetic methods
 MH0598.and adjusted by the National Geodetic Survey in May 1999..
 MH0598
 MH0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0598
 MH0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0598
 MH0598.The geoid height was determined by GEOID03.
 MH0598
 MH0598;                    North         East     Units Scale Factor Converg.
 MH0598;SPC IA N     - 1,050,700.935 1,559,238.258   MT  1.00002232   +0 29 03.2
 MH0598;UTM  15      - 4,644,712.781   517,775.457   MT  0.99960389   +0 08 36.2
 MH0598
 MH0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0598!SPC IA N     -   0.99995713  x   1.00002232  =   0.99997945
 MH0598!UTM  15      -   0.99995713  x   0.99960389  =   0.99956104
 MH0598
 MH0598:                Primary Azimuth Mark                     Grid Az
 MH0598:SPC IA N     -  DILLON                                   359 35 50.8
 MH0598:UTM  15      -  DILLON                                   359 56 17.8
 MH0598
 MH0598|---------------------------------------------------------------------|
 MH0598| PID    Reference Object                     Distance      Geod. Az  |
 MH0598|                                                           dddmmss.s |
 MH0598| MH0596 DILLON                              APPROX. 4.5 KM 0000454.0 |
 MH0598|---------------------------------------------------------------------|
 MH0598
 MH0598                          SUPERSEDED SURVEY CONTROL
 MH0598
 MH0598  NAD 83(1986)-  41 57 15.10744(N)    092 47 07.87513(W) AD(       ) 2
 MH0598  NAD 27      -  41 57 15.14431(N)    092 47 07.16309(W) AD(       ) 2
 MH0598  NGVD 29 (07/19/86)  305.1    (m)         1001.     (f) VERT ANG       
 MH0598
 MH0598.Superseded values are not recommended for survey control.
 MH0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0598.See file dsdata.txt to determine how the superseded data were derived.
 MH0598
 MH0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1777544713(NAD 83)
 MH0598_MARKER: I = METAL ROD
 MH0598_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0598_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0598
 MH0598  HISTORY     - Date     Condition        Report By
 MH0598  HISTORY     - 1970     MONUMENTED       USGS
 MH0598
 MH0598                          STATION DESCRIPTION
 MH0598
 MH0598'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 MH0598'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE GROUND,
 MH0598'6 FT S. AND 24 FT W. OF CENTER OF RD. AT FIELD ENTRANCE W., T. 83
 MH0598'N., R 17 W., ABOUT 0.35 MI N. OF THE COR. OF SECS. 1, 2, 35 AND 36.
 MH0598'
 MH0598'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0595 ***********************************************************************
 MH0595  DESIGNATION -  REBAR 1034
 MH0595  PID         -  MH0595
 MH0595  STATE/COUNTY-  IA/MARSHALL
 MH0595  USGS QUAD   -  GILMAN (1980)
 MH0595
 MH0595                         *CURRENT SURVEY CONTROL
 MH0595  ___________________________________________________________________
 MH0595* NAD 83(1996)-  41 53 32.33645(N)    092 47 07.44559(W)     ADJUSTED  
 MH0595* NAVD 88     -       311.4    (meters)    1022.     (feet)  VERTCON   
 MH0595  ___________________________________________________________________
 MH0595  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 MH0595  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 MH0595
 MH0595  HORZ ORDER  -  SECOND
 MH0595
 MH0595.The horizontal coordinates were established by classical geodetic methods
 MH0595.and adjusted by the National Geodetic Survey in May 1999..
 MH0595
 MH0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0595
 MH0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0595
 MH0595.The geoid height was determined by GEOID03.
 MH0595
 MH0595;                    North         East     Units Scale Factor Converg.
 MH0595;SPC IA N     - 1,043,828.045 1,559,306.181   MT  1.00003621   +0 29 03.5
 MH0595;UTM  15      - 4,637,842.532   517,802.470   MT  0.99960390   +0 08 35.9
 MH0595
 MH0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0595!SPC IA N     -   0.99995615  x   1.00003621  =   0.99999235
 MH0595!UTM  15      -   0.99995615  x   0.99960390  =   0.99956006
 MH0595
 MH0595:                Primary Azimuth Mark                     Grid Az
 MH0595:SPC IA N     -  DUNBAR                                   359 24 25.8
 MH0595:UTM  15      -  DUNBAR                                   359 44 53.4
 MH0595
 MH0595|---------------------------------------------------------------------|
 MH0595| PID    Reference Object                     Distance      Geod. Az  |
 MH0595|                                                           dddmmss.s |
 MH0595| MH0597 DUNBAR                              APPROX. 3.1 KM 3595329.3 |
 MH0595|---------------------------------------------------------------------|
 MH0595
 MH0595                          SUPERSEDED SURVEY CONTROL
 MH0595
 MH0595  NAD 83(1986)-  41 53 32.34271(N)    092 47 07.45020(W) AD(       ) 2
 MH0595  NAD 27      -  41 53 32.37651(N)    092 47 06.74697(W) AD(       ) 2
 MH0595  NGVD 29 (07/19/86)  311.4    (m)         1022.     (f) VERT ANG       
 MH0595
 MH0595.Superseded values are not recommended for survey control.
 MH0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0595.See file dsdata.txt to determine how the superseded data were derived.
 MH0595
 MH0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1780237843(NAD 83)
 MH0595_MARKER: I = METAL ROD
 MH0595_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0595_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0595
 MH0595  HISTORY     - Date     Condition        Report By
 MH0595  HISTORY     - 1970     MONUMENTED       USGS
 MH0595
 MH0595                          STATION DESCRIPTION
 MH0595
 MH0595'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 MH0595'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE SHOULDER
 MH0595'OF THE RD., ABOUT 370 FT N. AND 18 FT W. OF CENTER OF CROSSROADS,
 MH0595'T. 82 N., R. 17 W., ABOUT 370 FT N. OF THE COR. OF SECS. 23, 24,
 MH0595'25 AND 26.
 MH0595'
 MH0595'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0593 ***********************************************************************
 MH0593  DESIGNATION -  REBAR 1035
 MH0593  PID         -  MH0593
 MH0593  STATE/COUNTY-  IA/TAMA
 MH0593  USGS QUAD   -  GILMAN (1980)
 MH0593
 MH0593                         *CURRENT SURVEY CONTROL
 MH0593  ___________________________________________________________________
 MH0593* NAD 83(1996)-  41 53 29.83159(N)    092 45 14.81172(W)     ADJUSTED  
 MH0593* NAVD 88     -       313.4    (meters)    1028.     (feet)  VERTCON   
 MH0593  ___________________________________________________________________
 MH0593  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 MH0593  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 MH0593
 MH0593  HORZ ORDER  -  SECOND
 MH0593
 MH0593.The horizontal coordinates were established by classical geodetic methods
 MH0593.and adjusted by the National Geodetic Survey in May 1999..
 MH0593
 MH0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0593
 MH0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0593
 MH0593.The geoid height was determined by GEOID03.
 MH0593
 MH0593;                    North         East     Units Scale Factor Converg.
 MH0593;SPC IA N     - 1,043,773.192 1,561,903.393   MT  1.00003638   +0 30 19.9
 MH0593;UTM  15      - 4,637,772.245   520,398.188   MT  0.99960512   +0 09 51.1
 MH0593
 MH0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0593!SPC IA N     -   0.99995583  x   1.00003638  =   0.99999221
 MH0593!UTM  15      -   0.99995583  x   0.99960512  =   0.99956097
 MH0593
 MH0593:                Primary Azimuth Mark                     Grid Az
 MH0593:SPC IA N     -  REBAR 1034                               271 12 35.1
 MH0593:UTM  15      -  REBAR 1034                               271 33 03.9
 MH0593
 MH0593|---------------------------------------------------------------------|
 MH0593| PID    Reference Object                     Distance      Geod. Az  |
 MH0593|                                                           dddmmss.s |
 MH0593| MH0595 REBAR 1034                          APPROX. 2.6 KM 2714255.0 |
 MH0593|---------------------------------------------------------------------|
 MH0593
 MH0593                          SUPERSEDED SURVEY CONTROL
 MH0593
 MH0593  NAD 83(1986)-  41 53 29.83768(N)    092 45 14.81625(W) AD(       ) 2
 MH0593  NAD 27      -  41 53 29.86898(N)    092 45 14.11721(W) AD(       ) 2
 MH0593  NGVD 29 (07/19/86)  313.4    (m)         1028.     (f) VERT ANG       
 MH0593
 MH0593.Superseded values are not recommended for survey control.
 MH0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0593.See file dsdata.txt to determine how the superseded data were derived.
 MH0593
 MH0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2039837772(NAD 83)
 MH0593_MARKER: I = METAL ROD
 MH0593_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0593_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0593
 MH0593  HISTORY     - Date     Condition        Report By
 MH0593  HISTORY     - 1970     MONUMENTED       USGS
 MH0593
 MH0593                          STATION DESCRIPTION
 MH0593
 MH0593'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 MH0593'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE GROUND,
 MH0593'29 FT N. OF CENTER OF RD., 4 FT S. OF N. RIGHT-OF-WAY FENCE,
 MH0593'T. 82 N., R. 16 W., ABOUT 0.5 MI W. OF THE COR. OF SECS. 19, 20,
 MH0593'29 AND 30.
 MH0593'
 MH0593'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0577 ***********************************************************************
 MH0577  DESIGNATION -  REBAR 1036
 MH0577  PID         -  MH0577
 MH0577  STATE/COUNTY-  IA/TAMA
 MH0577  USGS QUAD   -  MONTOUR (1980)
 MH0577
 MH0577                         *CURRENT SURVEY CONTROL
 MH0577  ___________________________________________________________________
 MH0577* NAD 83(1996)-  41 53 30.42555(N)    092 42 18.88468(W)     ADJUSTED  
 MH0577* NAVD 88     -       311.5    (meters)    1022.     (feet)  VERTCON   
 MH0577  ___________________________________________________________________
 MH0577  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 MH0577  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 MH0577
 MH0577  HORZ ORDER  -  SECOND
 MH0577
 MH0577.The horizontal coordinates were established by classical geodetic methods
 MH0577.and adjusted by the National Geodetic Survey in May 1999..
 MH0577
 MH0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0577
 MH0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0577
 MH0577.The geoid height was determined by GEOID03.
 MH0577
 MH0577;                    North         East     Units Scale Factor Converg.
 MH0577;SPC IA N     - 1,043,828.474 1,565,958.865   MT  1.00003634   +0 32 19.1
 MH0577;UTM  15      - 4,637,803.335   524,452.174   MT  0.99960736   +0 11 48.5
 MH0577
 MH0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0577!SPC IA N     -   0.99995613  x   1.00003634  =   0.99999247
 MH0577!UTM  15      -   0.99995613  x   0.99960736  =   0.99956351
 MH0577
 MH0577:                Primary Azimuth Mark                     Grid Az
 MH0577:SPC IA N     -  REBAR 1035                               269 13 07.6
 MH0577:UTM  15      -  REBAR 1035                               269 33 38.2
 MH0577
 MH0577|---------------------------------------------------------------------|
 MH0577| PID    Reference Object                     Distance      Geod. Az  |
 MH0577|                                                           dddmmss.s |
 MH0577| MH0593 REBAR 1035                          APPROX. 4.1 KM 2694526.7 |
 MH0577|---------------------------------------------------------------------|
 MH0577
 MH0577                          SUPERSEDED SURVEY CONTROL
 MH0577
 MH0577  NAD 83(1986)-  41 53 30.43157(N)    092 42 18.88904(W) AD(       ) 2
 MH0577  NAD 27      -  41 53 30.46056(N)    092 42 18.19354(W) AD(       ) 2
 MH0577  NGVD 29 (07/19/86)  311.5    (m)         1022.     (f) VERT ANG       
 MH0577
 MH0577.Superseded values are not recommended for survey control.
 MH0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0577.See file dsdata.txt to determine how the superseded data were derived.
 MH0577
 MH0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2445237803(NAD 83)
 MH0577_MARKER: I = METAL ROD
 MH0577_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0577_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0577
 MH0577  HISTORY     - Date     Condition        Report By
 MH0577  HISTORY     - 1970     MONUMENTED       USGS
 MH0577
 MH0577                          STATION DESCRIPTION
 MH0577
 MH0577'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 MH0577'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE RD., 8
 MH0577'FT N. AND 26 FT E. OF CENTER OF RD. AT FENCE S., T. 82 N., R. 16
 MH0577'W., ABOUT 0.15 MI E. OF THE COR. OF SECS. 21, 22, 27 AND 28.
 MH0577'
 MH0577'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0569 ***********************************************************************
 MH0569  DESIGNATION -  REBAR 1037
 MH0569  PID         -  MH0569
 MH0569  STATE/COUNTY-  IA/TAMA
 MH0569  USGS QUAD   -  TAMA (1980)
 MH0569
 MH0569                         *CURRENT SURVEY CONTROL
 MH0569  ___________________________________________________________________
 MH0569* NAD 83(1996)-  41 53 28.98464(N)    092 37 02.59210(W)     ADJUSTED  
 MH0569* NAVD 88     -       297.1    (meters)     975.     (feet)  VERTCON   
 MH0569  ___________________________________________________________________
 MH0569  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 MH0569  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 MH0569
 MH0569  HORZ ORDER  -  SECOND
 MH0569
 MH0569.The horizontal coordinates were established by classical geodetic methods
 MH0569.and adjusted by the National Geodetic Survey in May 1999..
 MH0569
 MH0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0569
 MH0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0569
 MH0569.The geoid height was determined by GEOID03.
 MH0569
 MH0569;                    North         East     Units Scale Factor Converg.
 MH0569;SPC IA N     - 1,043,856.356 1,573,250.744   MT  1.00003643   +0 35 53.5
 MH0569;UTM  15      - 4,637,787.664   531,740.979   MT  0.99961240   +0 15 19.7
 MH0569
 MH0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0569!SPC IA N     -   0.99995839  x   1.00003643  =   0.99999482
 MH0569!UTM  15      -   0.99995839  x   0.99961240  =   0.99957081
 MH0569
 MH0569:                Primary Azimuth Mark                     Grid Az
 MH0569:SPC IA N     -  REBAR 1038                               186 51 16.1
 MH0569:UTM  15      -  REBAR 1038                               187 11 49.9
 MH0569
 MH0569|---------------------------------------------------------------------|
 MH0569| PID    Reference Object                     Distance      Geod. Az  |
 MH0569|                                                           dddmmss.s |
 MH0569| MH0570 REBAR 1038                          APPROX. 1.6 KM 1872709.6 |
 MH0569|---------------------------------------------------------------------|
 MH0569
 MH0569                          SUPERSEDED SURVEY CONTROL
 MH0569
 MH0569  NAD 83(1986)-  41 53 28.99053(N)    092 37 02.59615(W) AD(       ) 2
 MH0569  NAD 27      -  41 53 29.01825(N)    092 37 01.90818(W) AD(       ) 2
 MH0569  NGVD 29 (07/19/86)  297.1    (m)          975.     (f) VERT ANG       
 MH0569
 MH0569.Superseded values are not recommended for survey control.
 MH0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0569.See file dsdata.txt to determine how the superseded data were derived.
 MH0569
 MH0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3174137788(NAD 83)
 MH0569_MARKER: I = METAL ROD
 MH0569_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0569_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0569
 MH0569  HISTORY     - Date     Condition        Report By
 MH0569  HISTORY     - 1970     MONUMENTED       USGS
 MH0569
 MH0569                          STATION DESCRIPTION
 MH0569
 MH0569'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 MH0569'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE GROUND,
 MH0569'28 FT N. AND 4 FT W. OF CENTER OF RD. AT FIELD ENTRANCE N, T. 82
 MH0569'N., R. 15 W., ABOUT 0.7 MI E. OF THE COR. OF SECS. 19, 20, 29
 MH0569'AND 30.
 MH0569'
 MH0569'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0570 ***********************************************************************
 MH0570  DESIGNATION -  REBAR 1038
 MH0570  PID         -  MH0570
 MH0570  STATE/COUNTY-  IA/TAMA
 MH0570  USGS QUAD   -  TAMA (1980)
 MH0570
 MH0570                         *CURRENT SURVEY CONTROL
 MH0570  ___________________________________________________________________
 MH0570* NAD 83(1996)-  41 52 36.02394(N)    092 37 11.86186(W)     ADJUSTED  
 MH0570* NAVD 88     -       301.2    (meters)     988.     (feet)  VERTCON   
 MH0570  ___________________________________________________________________
 MH0570  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 MH0570  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 MH0570
 MH0570  HORZ ORDER  -  SECOND
 MH0570
 MH0570.The horizontal coordinates were established by classical geodetic methods
 MH0570.and adjusted by the National Geodetic Survey in May 1999..
 MH0570
 MH0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0570
 MH0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0570
 MH0570.The geoid height was determined by GEOID03.
 MH0570
 MH0570;                    North         East     Units Scale Factor Converg.
 MH0570;SPC IA N     - 1,042,220.155 1,573,054.061   MT  1.00003991   +0 35 47.2
 MH0570;UTM  15      - 4,636,153.365   531,534.599   MT  0.99961224   +0 15 13.3
 MH0570
 MH0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0570!SPC IA N     -   0.99995775  x   1.00003991  =   0.99999766
 MH0570!UTM  15      -   0.99995775  x   0.99961224  =   0.99957001
 MH0570
 MH0570:                Primary Azimuth Mark                     Grid Az
 MH0570:SPC IA N     -  REBAR 1037                               006 51 16.2
 MH0570:UTM  15      -  REBAR 1037                               007 11 50.1
 MH0570
 MH0570|---------------------------------------------------------------------|
 MH0570| PID    Reference Object                     Distance      Geod. Az  |
 MH0570|                                                           dddmmss.s |
 MH0570| MH0569 REBAR 1037                          APPROX. 1.6 KM 0072703.4 |
 MH0570|---------------------------------------------------------------------|
 MH0570
 MH0570                          SUPERSEDED SURVEY CONTROL
 MH0570
 MH0570  NAD 83(1986)-  41 52 36.02981(N)    092 37 11.86603(W) AD(       ) 2
 MH0570  NAD 27      -  41 52 36.05781(N)    092 37 11.17791(W) AD(       ) 2
 MH0570  NGVD 29 (07/19/86)  301.2    (m)          988.     (f) VERT ANG       
 MH0570
 MH0570.Superseded values are not recommended for survey control.
 MH0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0570.See file dsdata.txt to determine how the superseded data were derived.
 MH0570
 MH0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3153536153(NAD 83)
 MH0570_MARKER: I = METAL ROD
 MH0570_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0570_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0570
 MH0570  HISTORY     - Date     Condition        Report By
 MH0570  HISTORY     - 1970     MONUMENTED       USGS
 MH0570
 MH0570                          STATION DESCRIPTION
 MH0570
 MH0570'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 MH0570'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE SHOULDER
 MH0570'OF THE RD., 18 FT S. AND 108 FT E. OF CENTER OF RD. AT W. DRIVE
 MH0570'OF TWO S., T. 82 N., R. 15 W., ABOUT 0.5 MI E. OF THE COR. OF
 MH0570'SECS. 29, 30, 31 AND 32.
 MH0570'
 MH0570'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0500 ***********************************************************************
 MH0500  DESIGNATION -  REBAR 1042
 MH0500  PID         -  MH0500
 MH0500  STATE/COUNTY-  IA/TAMA
 MH0500  USGS QUAD   -  CHELSEA (1968)
 MH0500
 MH0500                         *CURRENT SURVEY CONTROL
 MH0500  ___________________________________________________________________
 MH0500* NAD 83(1996)-  41 53 16.94873(N)    092 25 51.71038(W)     ADJUSTED  
 MH0500* NAVD 88     -       297.3    (meters)     975.     (feet)  VERTCON   
 MH0500  ___________________________________________________________________
 MH0500  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 MH0500  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 MH0500
 MH0500  HORZ ORDER  -  SECOND
 MH0500
 MH0500.The horizontal coordinates were established by classical geodetic methods
 MH0500.and adjusted by the National Geodetic Survey in May 1999..
 MH0500
 MH0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0500
 MH0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0500
 MH0500.The geoid height was determined by GEOID03.
 MH0500
 MH0500;                    North         East     Units Scale Factor Converg.
 MH0500;SPC IA N     - 1,043,663.546 1,588,720.938   MT  1.00003722   +0 43 28.2
 MH0500;UTM  15      - 4,637,502.190   547,203.281   MT  0.99962742   +0 22 47.6
 MH0500
 MH0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0500!SPC IA N     -   0.99995835  x   1.00003722  =   0.99999557
 MH0500!UTM  15      -   0.99995835  x   0.99962742  =   0.99958579
 MH0500
 MH0500:                Primary Azimuth Mark                     Grid Az
 MH0500:SPC IA N     -  SHERIDAN                                 246 59 16.9
 MH0500:UTM  15      -  SHERIDAN                                 247 19 57.5
 MH0500
 MH0500|---------------------------------------------------------------------|
 MH0500| PID    Reference Object                     Distance      Geod. Az  |
 MH0500|                                                           dddmmss.s |
 MH0500| MH0572 SHERIDAN                            APPROX.11.7 KM 2474245.1 |
 MH0500|---------------------------------------------------------------------|
 MH0500
 MH0500                          SUPERSEDED SURVEY CONTROL
 MH0500
 MH0500  NAD 83(1986)-  41 53 16.95558(N)    092 25 51.71527(W) AD(       ) 2
 MH0500  NAD 27      -  41 53 16.97308(N)    092 25 51.03606(W) AD(       ) 2
 MH0500  NGVD 29 (07/19/86)  297.3    (m)          975.     (f) VERT ANG       
 MH0500
 MH0500.Superseded values are not recommended for survey control.
 MH0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0500.See file dsdata.txt to determine how the superseded data were derived.
 MH0500
 MH0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4720337502(NAD 83)
 MH0500_MARKER: I = METAL ROD
 MH0500_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0500_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0500
 MH0500  HISTORY     - Date     Condition        Report By
 MH0500  HISTORY     - 1970     MONUMENTED       USGS
 MH0500
 MH0500                          STATION DESCRIPTION
 MH0500
 MH0500'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 MH0500'STATION IS A REBAR DRIVEN INTO SHOULDER OF RD., 14 FT N. AND 248
 MH0500'FT W. CENTER T-RD. S., T. 82 N., R. 14 W., ABOUT 250 FT W. OF
 MH0500'THE CENTER OF NW. QUARTER OF SEC. 25.
 MH0500'
 MH0500'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0492 ***********************************************************************
 MH0492  DESIGNATION -  REBAR 1043
 MH0492  PID         -  MH0492
 MH0492  STATE/COUNTY-  IA/POWESHIEK
 MH0492  USGS QUAD   -  HARTWICK (1968)
 MH0492
 MH0492                         *CURRENT SURVEY CONTROL
 MH0492  ___________________________________________________________________
 MH0492* NAD 83(1996)-  41 49 04.49783(N)    092 22 20.43948(W)     ADJUSTED  
 MH0492* NAVD 88     -       283.4    (meters)     930.     (feet)  VERTCON   
 MH0492  ___________________________________________________________________
 MH0492  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 MH0492  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 MH0492
 MH0492  HORZ ORDER  -  SECOND
 MH0492
 MH0492.The horizontal coordinates were established by classical geodetic methods
 MH0492.and adjusted by the National Geodetic Survey in May 1999..
 MH0492
 MH0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0492
 MH0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0492
 MH0492.The geoid height was determined by GEOID03.
 MH0492
 MH0492;                    North         East     Units Scale Factor Converg.
 MH0492;SPC IA S     -   202,491.409   593,690.973   MT  1.00000632   +0 44 34.0
 MH0492;UTM  15      - 4,629,750.360   552,128.995   MT  0.99963344   +0 25 06.6
 MH0492
 MH0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0492!SPC IA S     -   0.99996055  x   1.00000632  =   0.99996687
 MH0492!UTM  15      -   0.99996055  x   0.99963344  =   0.99959400
 MH0492
 MH0492:                Primary Azimuth Mark                     Grid Az
 MH0492:SPC IA S     -  REBAR 1042                               327 14 35.1
 MH0492:UTM  15      -  REBAR 1042                               327 34 02.5
 MH0492
 MH0492|---------------------------------------------------------------------|
 MH0492| PID    Reference Object                     Distance      Geod. Az  |
 MH0492|                                                           dddmmss.s |
 MH0492| MH0500 REBAR 1042                          APPROX. 9.2 KM 3275909.1 |
 MH0492|---------------------------------------------------------------------|
 MH0492
 MH0492                          SUPERSEDED SURVEY CONTROL
 MH0492
 MH0492  NAD 83(1986)-  41 49 04.50427(N)    092 22 20.44504(W) AD(       ) 2
 MH0492  NAD 27      -  41 49 04.51639(N)    092 22 19.77356(W) AD(       ) 2
 MH0492  NGVD 29 (07/19/86)  283.4    (m)          930.     (f) VERT ANG       
 MH0492
 MH0492.Superseded values are not recommended for survey control.
 MH0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0492.See file dsdata.txt to determine how the superseded data were derived.
 MH0492
 MH0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5212929750(NAD 83)
 MH0492_MARKER: I = METAL ROD
 MH0492_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0492_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0492
 MH0492  HISTORY     - Date     Condition        Report By
 MH0492  HISTORY     - 1970     MONUMENTED       USGS
 MH0492
 MH0492                          STATION DESCRIPTION
 MH0492
 MH0492'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 MH0492'STATION IS A REBAR DRIVEN INTO EDGE OF GRAVEL RD. ON TOP OF A
 MH0492'PROMINENT RIDGE, 111 FT NE. (PARALLEL WITH RD.) AND 6 FT
 MH0492'SE. (NORMAL FROM CENTER RD.) FROM CENTER RD. AT FIELD ENTRANCE
 MH0492'SE., T. 81 N., R. 13 W., ABOUT 0.2 MI E. AND ABOUT 0.1 MI S. OF
 MH0492'THE COR. OF SECS. 16, 17, 20 AND 21.
 MH0492'
 MH0492'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0489 ***********************************************************************
 MH0489  DESIGNATION -  REBAR 1044
 MH0489  PID         -  MH0489
 MH0489  STATE/COUNTY-  IA/POWESHIEK
 MH0489  USGS QUAD   -  HARTWICK (1968)
 MH0489
 MH0489                         *CURRENT SURVEY CONTROL
 MH0489  ___________________________________________________________________
 MH0489* NAD 83(1996)-  41 50 02.29744(N)    092 17 49.75017(W)     ADJUSTED  
 MH0489* NAVD 88     -       281.1    (meters)     922.     (feet)  VERTCON   
 MH0489  ___________________________________________________________________
 MH0489  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 MH0489  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 MH0489
 MH0489  HORZ ORDER  -  SECOND
 MH0489
 MH0489.The horizontal coordinates were established by classical geodetic methods
 MH0489.and adjusted by the National Geodetic Survey in May 1999..
 MH0489
 MH0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0489
 MH0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0489
 MH0489.The geoid height was determined by GEOID03.
 MH0489
 MH0489;                    North         East     Units Scale Factor Converg.
 MH0489;SPC IA S     -   204,358.220   599,913.191   MT  1.00000938   +0 47 32.3
 MH0489;UTM  15      - 4,631,581.287   558,359.360   MT  0.99964191   +0 28 07.7
 MH0489
 MH0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0489!SPC IA S     -   0.99996091  x   1.00000938  =   0.99997029
 MH0489!UTM  15      -   0.99996091  x   0.99964191  =   0.99960283
 MH0489
 MH0489:                Primary Azimuth Mark                     Grid Az
 MH0489:SPC IA S     -  REBAR 1045                               269 48 03.0
 MH0489:UTM  15      -  REBAR 1045                               270 07 27.6
 MH0489
 MH0489|---------------------------------------------------------------------|
 MH0489| PID    Reference Object                     Distance      Geod. Az  |
 MH0489|                                                           dddmmss.s |
 MH0489| MH0491 REBAR 1045                          APPROX. 1.6 KM 2703535.3 |
 MH0489|---------------------------------------------------------------------|
 MH0489
 MH0489                          SUPERSEDED SURVEY CONTROL
 MH0489
 MH0489  NAD 83(1986)-  41 50 02.30397(N)    092 17 49.75564(W) AD(       ) 2
 MH0489  NAD 27      -  41 50 02.31239(N)    092 17 49.08830(W) AD(       ) 2
 MH0489  NGVD 29 (07/19/86)  281.1    (m)          922.     (f) VERT ANG       
 MH0489
 MH0489.Superseded values are not recommended for survey control.
 MH0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0489.See file dsdata.txt to determine how the superseded data were derived.
 MH0489
 MH0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5835931581(NAD 83)
 MH0489_MARKER: I = METAL ROD
 MH0489_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0489_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0489
 MH0489  HISTORY     - Date     Condition        Report By
 MH0489  HISTORY     - 1970     MONUMENTED       USGS
 MH0489
 MH0489                          STATION DESCRIPTION
 MH0489
 MH0489'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 MH0489'STATION IS A REBAR DRIVEN INTO EDGE OF NARROW RD., 6 FT S. AND
 MH0489'28 FT E. OF CENTER RD. AT FIELD ENTRANCE S. ON A SMALL RIDGE,
 MH0489'T. 81 N., R. 12 W., ABOUT 0.1 MI E. OF THE COR. OF SECS. 7, 12,
 MH0489'13 AND 18.
 MH0489'
 MH0489'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0491 ***********************************************************************
 MH0491  DESIGNATION -  REBAR 1045
 MH0491  PID         -  MH0491
 MH0491  STATE/COUNTY-  IA/BENTON
 MH0491  USGS QUAD   -  HARTWICK (1968)
 MH0491
 MH0491                         *CURRENT SURVEY CONTROL
 MH0491  ___________________________________________________________________
 MH0491* NAD 83(1996)-  41 50 02.83253(N)    092 18 59.62448(W)     ADJUSTED  
 MH0491* NAVD 88     -       266.8    (meters)     875.     (feet)  VERTCON   
 MH0491  ___________________________________________________________________
 MH0491  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 MH0491  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 MH0491
 MH0491  HORZ ORDER  -  SECOND
 MH0491
 MH0491.The horizontal coordinates were established by classical geodetic methods
 MH0491.and adjusted by the National Geodetic Survey in May 1999..
 MH0491
 MH0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0491
 MH0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0491
 MH0491.The geoid height was determined by GEOID03.
 MH0491
 MH0491;                    North         East     Units Scale Factor Converg.
 MH0491;SPC IA N     - 1,037,801.378 1,598,304.680   MT  1.00005033   +0 48 07.4
 MH0491;UTM  15      - 4,631,584.785   556,747.592   MT  0.99963963   +0 27 21.1
 MH0491
 MH0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0491!SPC IA N     -   0.99996315  x   1.00005033  =   1.00001348
 MH0491!UTM  15      -   0.99996315  x   0.99963963  =   0.99960279
 MH0491
 MH0491:                Primary Azimuth Mark                     Grid Az
 MH0491:SPC IA N     -  HARTWICK                                 098 29 46.6
 MH0491:UTM  15      -  HARTWICK                                 098 50 32.9
 MH0491
 MH0491|---------------------------------------------------------------------|
 MH0491| PID    Reference Object                     Distance      Geod. Az  |
 MH0491|                                                           dddmmss.s |
 MH0491| MH0487 HARTWICK                            APPROX. 2.4 KM 0991754.0 |
 MH0491|---------------------------------------------------------------------|
 MH0491
 MH0491                          SUPERSEDED SURVEY CONTROL
 MH0491
 MH0491  NAD 83(1986)-  41 50 02.83907(N)    092 18 59.63035(W) AD(       ) 2
 MH0491  NAD 27      -  41 50 02.84853(N)    092 18 58.95800(W) AD(       ) 2
 MH0491  NGVD 29 (07/19/86)  266.8    (m)          875.     (f) VERT ANG       
 MH0491
 MH0491.Superseded values are not recommended for survey control.
 MH0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0491.See file dsdata.txt to determine how the superseded data were derived.
 MH0491
 MH0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5674831585(NAD 83)
 MH0491_MARKER: I = METAL ROD
 MH0491_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0491_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0491
 MH0491  HISTORY     - Date     Condition        Report By
 MH0491  HISTORY     - 1970     MONUMENTED       USGS
 MH0491
 MH0491                          STATION DESCRIPTION
 MH0491
 MH0491'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 MH0491'THE STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE
 MH0491'GROUND, 37 FT S. OF CENTER OF RD., 3 FT N. OF S. RIGHT-OF-WAY
 MH0491'FENCE, ON TOP OF S. CUT BANK, T. 81 N., R. 13 W., ABOUT 550 FT
 MH0491'E. OF THE COR. OF SECS. 11, 12, 13 AND 14.
 MH0491'
 MH0491'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0644 ***********************************************************************
 NK0644  DESIGNATION -  REBAR 1052
 NK0644  PID         -  NK0644
 NK0644  STATE/COUNTY-  IA/GRUNDY
 NK0644  USGS QUAD   -  STOUT (1971)
 NK0644
 NK0644                         *CURRENT SURVEY CONTROL
 NK0644  ___________________________________________________________________
 NK0644* NAD 83(1996)-  42 32 37.49842(N)    092 39 10.36132(W)     ADJUSTED  
 NK0644* NAVD 88     -       309.5    (meters)    1015.     (feet)  VERTCON   
 NK0644  ___________________________________________________________________
 NK0644  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 NK0644  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 NK0644
 NK0644  HORZ ORDER  -  SECOND
 NK0644
 NK0644.The horizontal coordinates were established by classical geodetic methods
 NK0644.and adjusted by the National Geodetic Survey in May 1999..
 NK0644
 NK0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0644
 NK0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0644
 NK0644.The geoid height was determined by GEOID03.
 NK0644
 NK0644;                    North         East     Units Scale Factor Converg.
 NK0644;SPC IA N     - 1,116,284.308 1,569,579.212   MT  0.99994770   +0 34 26.9
 NK0644;UTM  15      - 4,710,209.365   528,501.784   MT  0.99960999   +0 14 05.0
 NK0644
 NK0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0644!SPC IA N     -   0.99995645  x   0.99994770  =   0.99990415
 NK0644!UTM  15      -   0.99995645  x   0.99960999  =   0.99956645
 NK0644
 NK0644:                Primary Azimuth Mark                     Grid Az
 NK0644:SPC IA N     -  OTTO                                     273 05 56.3
 NK0644:UTM  15      -  OTTO                                     273 26 18.2
 NK0644
 NK0644|---------------------------------------------------------------------|
 NK0644| PID    Reference Object                     Distance      Geod. Az  |
 NK0644|                                                           dddmmss.s |
 NK0644| NK0645 OTTO                                APPROX. 3.3 KM 2734023.2 |
 NK0644|---------------------------------------------------------------------|
 NK0644
 NK0644                          SUPERSEDED SURVEY CONTROL
 NK0644
 NK0644  NAD 83(1996)-  42 32 37.49862(N)    092 39 10.36113(W) AD(       ) 2
 NK0644  NAD 83(1986)-  42 32 37.49578(N)    092 39 10.35534(W) AD(       ) 2
 NK0644  NAD 27      -  42 32 37.56360(N)    092 39 09.65821(W) AD(       ) 2
 NK0644  NGVD 29 (07/19/86)  309.5    (m)         1015.     (f) VERT ANG       
 NK0644
 NK0644.Superseded values are not recommended for survey control.
 NK0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0644.See file dsdata.txt to determine how the superseded data were derived.
 NK0644
 NK0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2850210209(NAD 83)
 NK0644_MARKER: I = METAL ROD
 NK0644_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0644_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0644
 NK0644  HISTORY     - Date     Condition        Report By
 NK0644  HISTORY     - 1970     MONUMENTED       USGS
 NK0644
 NK0644                          STATION DESCRIPTION
 NK0644
 NK0644'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0644'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE RD., 21
 NK0644'FT W. OF THE E. RIGHT-OF-WAY FENCE, 10 FT E. OF CENTER OF
 NK0644'RD., T. 89 N., R. 15 W., ABOUT 400 FT N. OF THE COR. OF SECS. 5,
 NK0644'6, 7 AND 8.
 NK0644'
 NK0644'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0582 ***********************************************************************
 NK0582  DESIGNATION -  REBAR 1055
 NK0582  PID         -  NK0582
 NK0582  STATE/COUNTY-  IA/BLACK HAWK
 NK0582  USGS QUAD   -  HUDSON (1972)
 NK0582
 NK0582                         *CURRENT SURVEY CONTROL
 NK0582  ___________________________________________________________________
 NK0582* NAD 83(1996)-  42 29 55.25073(N)    092 25 13.57496(W)     ADJUSTED  
 NK0582* NAVD 88     -       286.7    (meters)     941.     (feet)  VERTCON   
 NK0582  ___________________________________________________________________
 NK0582  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 NK0582  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 NK0582
 NK0582  HORZ ORDER  -  SECOND
 NK0582
 NK0582.The horizontal coordinates were established by classical geodetic methods
 NK0582.and adjusted by the National Geodetic Survey in May 1999..
 NK0582
 NK0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0582
 NK0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0582
 NK0582.The geoid height was determined by GEOID03.
 NK0582
 NK0582;                    North         East     Units Scale Factor Converg.
 NK0582;SPC IA N     - 1,111,496.131 1,588,733.961   MT  0.99994970   +0 43 54.0
 NK0582;UTM  15      - 4,705,309.309   547,621.483   MT  0.99962790   +0 23 29.6
 NK0582
 NK0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0582!SPC IA N     -   0.99995997  x   0.99994970  =   0.99990967
 NK0582!UTM  15      -   0.99995997  x   0.99962790  =   0.99958788
 NK0582
 NK0582:                Primary Azimuth Mark                     Grid Az
 NK0582:SPC IA N     -  CORN                                     280 44 24.5
 NK0582:UTM  15      -  CORN                                     281 04 48.9
 NK0582
 NK0582|---------------------------------------------------------------------|
 NK0582| PID    Reference Object                     Distance      Geod. Az  |
 NK0582|                                                           dddmmss.s |
 NK0582| NK0641 CORN                                APPROX. 8.1 KM 2812818.5 |
 NK0582|---------------------------------------------------------------------|
 NK0582
 NK0582                          SUPERSEDED SURVEY CONTROL
 NK0582
 NK0582  NAD 83(1996)-  42 29 55.25131(N)    092 25 13.57466(W) AD(       ) 2
 NK0582  NAD 83(1986)-  42 29 55.24763(N)    092 25 13.56891(W) AD(       ) 2
 NK0582  NAD 27      -  42 29 55.30121(N)    092 25 12.89418(W) AD(       ) 2
 NK0582  NGVD 29 (07/19/86)  286.7    (m)          941.     (f) VERT ANG       
 NK0582
 NK0582.Superseded values are not recommended for survey control.
 NK0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0582.See file dsdata.txt to determine how the superseded data were derived.
 NK0582
 NK0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4762105309(NAD 83)
 NK0582_MARKER: I = METAL ROD
 NK0582_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0582_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0582
 NK0582  HISTORY     - Date     Condition        Report By
 NK0582  HISTORY     - 1970     MONUMENTED       USGS
 NK0582
 NK0582                          STATION DESCRIPTION
 NK0582
 NK0582'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0582'STATION IS A REBAR DRIVEN 2 IN. BELOW THE SURFACE IN A GRASSY
 NK0582'YARD, 15 FT N. CENTER OF GREENHILL RD. ABOUT MIDWAY BETWEEN
 NK0582'CLEARVIEW DRIVE AND ROUND STREET, 2 FT S. AND 1 FT W. OF POWERLINE
 NK0582'POLE 17920, T. 89 N., R. 13 W., ABOUT 0.2 MI W. OF THE COR OF
 NK0582'SECS. 19, 20, 29 AND 30.
 NK0582'
 NK0582'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0581 ***********************************************************************
 NK0581  DESIGNATION -  REBAR 1056
 NK0581  PID         -  NK0581
 NK0581  STATE/COUNTY-  IA/BLACK HAWK
 NK0581  USGS QUAD   -  HUDSON (1972)
 NK0581
 NK0581                         *CURRENT SURVEY CONTROL
 NK0581  ___________________________________________________________________
 NK0581* NAD 83(1996)-  42 26 55.91405(N)    092 22 34.52148(W)     ADJUSTED  
 NK0581* NAVD 88     -       293.0    (meters)     961.     (feet)  VERTCON   
 NK0581  ___________________________________________________________________
 NK0581  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 NK0581  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 NK0581
 NK0581  HORZ ORDER  -  SECOND
 NK0581
 NK0581.The horizontal coordinates were established by classical geodetic methods
 NK0581.and adjusted by the National Geodetic Survey in May 1999..
 NK0581
 NK0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0581
 NK0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0581
 NK0581.The geoid height was determined by GEOID03.
 NK0581
 NK0581;                    North         East     Units Scale Factor Converg.
 NK0581;SPC IA N     - 1,106,010.557 1,592,438.775   MT  0.99995262   +0 45 41.8
 NK0581;UTM  15      - 4,699,803.591   551,292.466   MT  0.99963237   +0 25 15.6
 NK0581
 NK0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0581!SPC IA N     -   0.99995896  x   0.99995262  =   0.99991158
 NK0581!UTM  15      -   0.99995896  x   0.99963237  =   0.99959134
 NK0581
 NK0581:                Primary Azimuth Mark                     Grid Az
 NK0581:SPC IA N     -  CEDAR FALLS UNIV N IOWA STACK            315 05 36.4
 NK0581:UTM  15      -  CEDAR FALLS UNIV N IOWA STACK            315 26 02.6
 NK0581
 NK0581|---------------------------------------------------------------------|
 NK0581| PID    Reference Object                     Distance      Geod. Az  |
 NK0581|                                                           dddmmss.s |
 NK0581| NK0500 CEDAR FALLS UNIV N IOWA STACK       APPROX.10.0 KM 3155118.2 |
 NK0581|---------------------------------------------------------------------|
 NK0581
 NK0581                          SUPERSEDED SURVEY CONTROL
 NK0581
 NK0581  NAD 83(1996)-  42 26 55.91452(N)    092 22 34.52140(W) AD(       ) 2
 NK0581  NAD 83(1986)-  42 26 55.91063(N)    092 22 34.51535(W) AD(       ) 2
 NK0581  NAD 27      -  42 26 55.95999(N)    092 22 33.84540(W) AD(       ) 2
 NK0581  NGVD 29 (07/19/86)  293.0    (m)          961.     (f) VERT ANG       
 NK0581
 NK0581.Superseded values are not recommended for survey control.
 NK0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0581.See file dsdata.txt to determine how the superseded data were derived.
 NK0581
 NK0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5129299804(NAD 83)
 NK0581_MARKER: I = METAL ROD
 NK0581_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0581_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0581
 NK0581  HISTORY     - Date     Condition        Report By
 NK0581  HISTORY     - 1970     MONUMENTED       USGS
 NK0581
 NK0581                          STATION DESCRIPTION
 NK0581
 NK0581'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0581'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE RD., 150
 NK0581'FT N. AND 13 FT E. OF CENTER OF RD. AT FENCE W., T. 88 N., R. 13
 NK0581'W., NEAR THE QUARTER COR. BETWEEN SECS. 8 AND 9.
 NK0581'
 NK0581'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0583 ***********************************************************************
 NK0583  DESIGNATION -  REBAR 1058
 NK0583  PID         -  NK0583
 NK0583  STATE/COUNTY-  IA/BLACK HAWK
 NK0583  USGS QUAD   -  HUDSON (1972)
 NK0583
 NK0583                         *CURRENT SURVEY CONTROL
 NK0583  ___________________________________________________________________
 NK0583* NAD 83(1996)-  42 22 58.22266(N)    092 26 11.07410(W)     ADJUSTED  
 NK0583* NAVD 88     -       309.5    (meters)    1015.     (feet)  VERTCON   
 NK0583  ___________________________________________________________________
 NK0583  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 NK0583  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 NK0583
 NK0583  HORZ ORDER  -  SECOND
 NK0583
 NK0583.The horizontal coordinates were established by classical geodetic methods
 NK0583.and adjusted by the National Geodetic Survey in May 1999..
 NK0583
 NK0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0583
 NK0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0583
 NK0583.The geoid height was determined by GEOID03.
 NK0583
 NK0583;                    North         East     Units Scale Factor Converg.
 NK0583;SPC IA N     - 1,098,613.263 1,587,583.104   MT  0.99995766   +0 43 15.0
 NK0583;UTM  15      - 4,692,437.707   546,394.479   MT  0.99962648   +0 22 47.7
 NK0583
 NK0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0583!SPC IA N     -   0.99995639  x   0.99995766  =   0.99991405
 NK0583!UTM  15      -   0.99995639  x   0.99962648  =   0.99958288
 NK0583
 NK0583:                Primary Azimuth Mark                     Grid Az
 NK0583:SPC IA N     -  HUDSON                                   334 19 23.3
 NK0583:UTM  15      -  HUDSON                                   334 39 50.6
 NK0583
 NK0583|---------------------------------------------------------------------|
 NK0583| PID    Reference Object                     Distance      Geod. Az  |
 NK0583|                                                           dddmmss.s |
 NK0583| NK0584 HUDSON                              APPROX. 5.7 KM 3350238.3 |
 NK0583|---------------------------------------------------------------------|
 NK0583
 NK0583                          SUPERSEDED SURVEY CONTROL
 NK0583
 NK0583  NAD 83(1996)-  42 22 58.22286(N)    092 26 11.07184(W) AD(       ) 2
 NK0583  NAD 83(1986)-  42 22 58.21948(N)    092 26 11.06720(W) AD(       ) 2
 NK0583  NAD 27      -  42 22 58.26582(N)    092 26 10.38431(W) AD(       ) 2
 NK0583  NGVD 29 (07/19/86)  309.5    (m)         1015.     (f) VERT ANG       
 NK0583
 NK0583.Superseded values are not recommended for survey control.
 NK0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0583.See file dsdata.txt to determine how the superseded data were derived.
 NK0583
 NK0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4639492438(NAD 83)
 NK0583_MARKER: I = METAL ROD
 NK0583_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0583_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0583
 NK0583  HISTORY     - Date     Condition        Report By
 NK0583  HISTORY     - 1970     MONUMENTED       USGS
 NK0583
 NK0583                          STATION DESCRIPTION
 NK0583
 NK0583'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0583'STATION IS A REBAR DRIVEN INTO A FARMYARD 2 IN. BELOW THE SURFACE,
 NK0583'10 FT S. AND 31 FT E. OF DRIVE E. INTO MOBILE HOME, 2.5 FT S. AND
 NK0583'0.5 FT E. OF W. END POST OF A YARD FENCE, T. 87 N., R. 14 W.,
 NK0583'ABOUT 0.15 MI S. OF COR. OF SECS. 1, 2, 35 AND 36.
 NK0583'
 NK0583'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0578 ***********************************************************************
 NK0578  DESIGNATION -  REBAR 1059
 NK0578  PID         -  NK0578
 NK0578  STATE/COUNTY-  IA/BLACK HAWK
 NK0578  USGS QUAD   -  BUCKINGHAM (1972)
 NK0578
 NK0578                         *CURRENT SURVEY CONTROL
 NK0578  ___________________________________________________________________
 NK0578* NAD 83(1996)-  42 20 41.62254(N)    092 27 14.67401(W)     ADJUSTED  
 NK0578* NAVD 88     -       309.9    (meters)    1017.     (feet)  VERTCON   
 NK0578  ___________________________________________________________________
 NK0578  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 NK0578  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 NK0578
 NK0578  HORZ ORDER  -  SECOND
 NK0578
 NK0578.The horizontal coordinates were established by classical geodetic methods
 NK0578.and adjusted by the National Geodetic Survey in May 1999..
 NK0578
 NK0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0578
 NK0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0578
 NK0578.The geoid height was determined by GEOID03.
 NK0578
 NK0578;                    North         East     Units Scale Factor Converg.
 NK0578;SPC IA N     - 1,094,380.720 1,586,180.533   MT  0.99996115   +0 42 31.9
 NK0578;UTM  15      - 4,688,214.997   544,967.218   MT  0.99962488   +0 22 03.8
 NK0578
 NK0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0578!SPC IA N     -   0.99995633  x   0.99996115  =   0.99991748
 NK0578!UTM  15      -   0.99995633  x   0.99962488  =   0.99958122
 NK0578
 NK0578:                Primary Azimuth Mark                     Grid Az
 NK0578:SPC IA N     -  REBAR 1058                               018 20 02.7
 NK0578:UTM  15      -  REBAR 1058                               018 40 30.8
 NK0578
 NK0578|---------------------------------------------------------------------|
 NK0578| PID    Reference Object                     Distance      Geod. Az  |
 NK0578|                                                           dddmmss.s |
 NK0578| NK0583 REBAR 1058                          APPROX. 4.5 KM 0190234.6 |
 NK0578|---------------------------------------------------------------------|
 NK0578
 NK0578                          SUPERSEDED SURVEY CONTROL
 NK0578
 NK0578  NAD 83(1996)-  42 20 41.62217(N)    092 27 14.66989(W) AD(       ) 2
 NK0578  NAD 83(1986)-  42 20 41.62002(N)    092 27 14.66759(W) AD(       ) 2
 NK0578  NAD 27      -  42 20 41.66440(N)    092 27 13.98014(W) AD(       ) 2
 NK0578  NGVD 29 (07/19/86)  309.9    (m)         1017.     (f) VERT ANG       
 NK0578
 NK0578.Superseded values are not recommended for survey control.
 NK0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0578.See file dsdata.txt to determine how the superseded data were derived.
 NK0578
 NK0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4496788215(NAD 83)
 NK0578_MARKER: I = METAL ROD
 NK0578_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0578_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0578
 NK0578  HISTORY     - Date     Condition        Report By
 NK0578  HISTORY     - 1970     MONUMENTED       USGS
 NK0578
 NK0578                          STATION DESCRIPTION
 NK0578
 NK0578'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0578'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE GROUND,
 NK0578'22 FT S. AND 3 FT W. OF THE NE. COR. OF YARD FENCE, T. 87 N., R. 14
 NK0578'W., ABOUT 0.3 MI N. AND ABOUT 0.15 MI E. OF THE COR. OF SECS. 14,
 NK0578'15, 22 AND 23.
 NK0578'
 NK0578'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0567 ***********************************************************************
 NK0567  DESIGNATION -  REBAR 1065
 NK0567  PID         -  NK0567
 NK0567  STATE/COUNTY-  IA/TAMA
 NK0567  USGS QUAD   -  TRAER (1971)
 NK0567
 NK0567                         *CURRENT SURVEY CONTROL
 NK0567  ___________________________________________________________________
 NK0567* NAD 83(1996)-  42 09 59.82561(N)    092 26 37.30613(W)     ADJUSTED  
 NK0567* NAVD 88     -       287.4    (meters)     943.     (feet)  VERTCON   
 NK0567  ___________________________________________________________________
 NK0567  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 NK0567  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 NK0567
 NK0567  HORZ ORDER  -  SECOND
 NK0567
 NK0567.The horizontal coordinates were established by classical geodetic methods
 NK0567.and adjusted by the National Geodetic Survey in May 1999..
 NK0567
 NK0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0567
 NK0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0567
 NK0567.The geoid height was determined by GEOID03.
 NK0567
 NK0567;                    North         East     Units Scale Factor Converg.
 NK0567;SPC IA N     - 1,074,590.775 1,587,283.181   MT  0.99998336   +0 42 57.3
 NK0567;UTM  15      - 4,668,425.678   545,951.452   MT  0.99962598   +0 22 24.4
 NK0567
 NK0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0567!SPC IA N     -   0.99995986  x   0.99998336  =   0.99994322
 NK0567!UTM  15      -   0.99995986  x   0.99962598  =   0.99958586
 NK0567
 NK0567:                Primary Azimuth Mark                     Grid Az
 NK0567:SPC IA N     -  CLARK                                    057 01 30.2
 NK0567:UTM  15      -  CLARK                                    057 22 03.1
 NK0567
 NK0567|---------------------------------------------------------------------|
 NK0567| PID    Reference Object                     Distance      Geod. Az  |
 NK0567|                                                           dddmmss.s |
 NK0567| NK0566 CLARK                               APPROX. 3.1 KM 0574427.5 |
 NK0567|---------------------------------------------------------------------|
 NK0567
 NK0567                          SUPERSEDED SURVEY CONTROL
 NK0567
 NK0567  NAD 83(1986)-  42 09 59.82471(N)    092 26 37.30344(W) AD(       ) 2
 NK0567  NAD 27      -  42 09 59.85928(N)    092 26 36.62186(W) AD(       ) 2
 NK0567  NGVD 29 (07/19/86)  287.4    (m)          943.     (f) VERT ANG       
 NK0567
 NK0567.Superseded values are not recommended for survey control.
 NK0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0567.See file dsdata.txt to determine how the superseded data were derived.
 NK0567
 NK0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4595168426(NAD 83)
 NK0567_MARKER: I = METAL ROD
 NK0567_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0567_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0567_STAMPING: REBAR 1065
 NK0567_MAGNETIC: I = MARKER IS A STEEL ROD
 NK0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0567
 NK0567  HISTORY     - Date     Condition        Report By
 NK0567  HISTORY     - 1970     MONUMENTED       USGS
 NK0567  HISTORY     - 19980225 GOOD             NGS
 NK0567
 NK0567                          STATION DESCRIPTION
 NK0567
 NK0567'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0567'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE ON TOP OF A SMALL
 NK0567'RISE, 32 FT S. AND 92 FT W. CENTER RD. AT FENCE S., 2 FT N. OF
 NK0567'S. RIGHT-OF-WAY FENCE, T. 85 N., R. 14 W., ABOUT 0.1 MI E. OF
 NK0567'THE QUARTER COR. BETWEEN SECS. 14 AND 23.
 NK0567'
 NK0567'STANDARD BRACED TRIPOD USED.
 NK0567
 NK0567                          STATION RECOVERY (1998)
 NK0567
 NK0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DWS)
 NK0567'THE REBAR IS LOCATED 0.1 MI (0.2 KM) EAST OF INTERSECTION OF QQ AVENUE
 NK0567'AND 190TH ST.  IN THE BACKSLOPE OF THE ROAD 2 FT (0.6 M) NORTH OF
 NK0567'SOUTH RIGHT-OF-WAY FENCE, 12 INCHES DEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0481 ***********************************************************************
 MH0481  DESIGNATION -  REBAR 1072
 MH0481  PID         -  MH0481
 MH0481  STATE/COUNTY-  IA/BENTON
 MH0481  USGS QUAD   -  BELLE PLAINE (1968)
 MH0481
 MH0481                         *CURRENT SURVEY CONTROL
 MH0481  ___________________________________________________________________
 MH0481* NAD 83(1996)-  41 58 17.20438(N)    092 15 53.89766(W)     ADJUSTED  
 MH0481* NAVD 88     -       290.9    (meters)     954.     (feet)  VERTCON   
 MH0481  ___________________________________________________________________
 MH0481  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 MH0481  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MH0481
 MH0481  HORZ ORDER  -  SECOND
 MH0481
 MH0481.The horizontal coordinates were established by classical geodetic methods
 MH0481.and adjusted by the National Geodetic Survey in May 1999..
 MH0481
 MH0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0481
 MH0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0481
 MH0481.The geoid height was determined by GEOID03.
 MH0481
 MH0481;                    North         East     Units Scale Factor Converg.
 MH0481;SPC IA N     - 1,053,114.504 1,602,367.046   MT  1.00001865   +0 50 13.3
 MH0481;UTM  15      - 4,646,867.127   560,900.693   MT  0.99964564   +0 29 29.7
 MH0481
 MH0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0481!SPC IA N     -   0.99995932  x   1.00001865  =   0.99997797
 MH0481!UTM  15      -   0.99995932  x   0.99964564  =   0.99960498
 MH0481
 MH0481:                Primary Azimuth Mark                     Grid Az
 MH0481:SPC IA N     -  REBAR 1073                               104 00 10.2
 MH0481:UTM  15      -  REBAR 1073                               104 20 53.8
 MH0481
 MH0481|---------------------------------------------------------------------|
 MH0481| PID    Reference Object                     Distance      Geod. Az  |
 MH0481|                                                           dddmmss.s |
 MH0481| MH0463 REBAR 1073                          APPROX. 3.1 KM 1045023.5 |
 MH0481|---------------------------------------------------------------------|
 MH0481
 MH0481                          SUPERSEDED SURVEY CONTROL
 MH0481
 MH0481  NAD 83(1986)-  41 58 17.20579(N)    092 15 53.89741(W) AD(       ) 2
 MH0481  NAD 27      -  41 58 17.22245(N)    092 15 53.23064(W) AD(       ) 2
 MH0481  NGVD 29 (07/19/86)  290.9    (m)          954.     (f) VERT ANG       
 MH0481
 MH0481.Superseded values are not recommended for survey control.
 MH0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0481.See file dsdata.txt to determine how the superseded data were derived.
 MH0481
 MH0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG6090146867(NAD 83)
 MH0481_MARKER: I = METAL ROD
 MH0481_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0481_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0481
 MH0481  HISTORY     - Date     Condition        Report By
 MH0481  HISTORY     - 1970     MONUMENTED       USGS
 MH0481
 MH0481                          STATION DESCRIPTION
 MH0481
 MH0481'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 MH0481'THE STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE
 MH0481'RD., 3 FT N. AND 24 FT E. OF CENTER OF RD. AT FENCE S, T. 83
 MH0481'N., R. 12 W., NEAR THE CENTER OF THE E. HALF OF SEC. 29.
 MH0481'
 MH0481'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0463 ***********************************************************************
 MH0463  DESIGNATION -  REBAR 1073
 MH0463  PID         -  MH0463
 MH0463  STATE/COUNTY-  IA/BENTON
 MH0463  USGS QUAD   -  KEYSTONE SOUTH (1965)
 MH0463
 MH0463                         *CURRENT SURVEY CONTROL
 MH0463  ___________________________________________________________________
 MH0463* NAD 83(1996)-  41 57 51.11675(N)    092 13 42.07854(W)     ADJUSTED  
 MH0463* NAVD 88     -       289.3    (meters)     949.     (feet)  VERTCON   
 MH0463  ___________________________________________________________________
 MH0463  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 MH0463  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MH0463
 MH0463  HORZ ORDER  -  SECOND
 MH0463
 MH0463.The horizontal coordinates were established by classical geodetic methods
 MH0463.and adjusted by the National Geodetic Survey in May 1999..
 MH0463
 MH0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0463
 MH0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0463
 MH0463.The geoid height was determined by GEOID03.
 MH0463
 MH0463;                    North         East     Units Scale Factor Converg.
 MH0463;SPC IA N     - 1,052,354.680 1,605,413.930   MT  1.00002018   +0 51 42.7
 MH0463;UTM  15      - 4,646,089.225   563,941.808   MT  0.99965031   +0 30 57.6
 MH0463
 MH0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0463!SPC IA N     -   0.99995958  x   1.00002018  =   0.99997976
 MH0463!UTM  15      -   0.99995958  x   0.99965031  =   0.99960990
 MH0463
 MH0463:                Primary Azimuth Mark                     Grid Az
 MH0463:SPC IA N     -  REBAR 1072                               284 00 09.0
 MH0463:UTM  15      -  REBAR 1072                               284 20 54.1
 MH0463
 MH0463|---------------------------------------------------------------------|
 MH0463| PID    Reference Object                     Distance      Geod. Az  |
 MH0463|                                                           dddmmss.s |
 MH0463| MH0481 REBAR 1072                          APPROX. 3.1 KM 2845151.7 |
 MH0463|---------------------------------------------------------------------|
 MH0463
 MH0463                          SUPERSEDED SURVEY CONTROL
 MH0463
 MH0463  NAD 83(1986)-  41 57 51.11817(N)    092 13 42.07869(W) AD(       ) 2
 MH0463  NAD 27      -  41 57 51.13405(N)    092 13 41.41497(W) AD(       ) 2
 MH0463  NGVD 29 (07/19/86)  289.3    (m)          949.     (f) VERT ANG       
 MH0463
 MH0463.Superseded values are not recommended for survey control.
 MH0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0463.See file dsdata.txt to determine how the superseded data were derived.
 MH0463
 MH0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG6394246089(NAD 83)
 MH0463_MARKER: I = METAL ROD
 MH0463_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0463_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0463
 MH0463  HISTORY     - Date     Condition        Report By
 MH0463  HISTORY     - 1970     MONUMENTED       USGS
 MH0463
 MH0463                          STATION DESCRIPTION
 MH0463
 MH0463'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 MH0463'THE STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF
 MH0463'THE GROUND, 23 FT N. AND 6 FT W. OF CENTER OF RD. AT FIELD
 MH0463'ENTRANCE N., T. 83 N., R. 12 W., ABOUT 0.4 MI W. OF THE COR.
 MH0463'OF SECS. 26, 27, 34 AND 35.
 MH0463'
 MH0463'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0455 ***********************************************************************
 MH0455  DESIGNATION -  REBAR 1076
 MH0455  PID         -  MH0455
 MH0455  STATE/COUNTY-  IA/BENTON
 MH0455  USGS QUAD   -  BLAIRSTOWN (1965)
 MH0455
 MH0455                         *CURRENT SURVEY CONTROL
 MH0455  ___________________________________________________________________
 MH0455* NAD 83(1996)-  41 58 41.47928(N)    092 02 10.83255(W)     ADJUSTED  
 MH0455* NAVD 88     -       286.6    (meters)     940.     (feet)  VERTCON   
 MH0455  ___________________________________________________________________
 MH0455  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 MH0455  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 MH0455
 MH0455  HORZ ORDER  -  SECOND
 MH0455
 MH0455.The horizontal coordinates were established by classical geodetic methods
 MH0455.and adjusted by the National Geodetic Survey in May 1999..
 MH0455
 MH0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0455
 MH0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0455
 MH0455.The geoid height was determined by GEOID03.
 MH0455
 MH0455;                    North         East     Units Scale Factor Converg.
 MH0455;SPC IA N     - 1,054,165.839 1,621,302.582   MT  1.00001724   +0 59 31.1
 MH0455;UTM  15      - 4,647,803.615   579,835.484   MT  0.99967843   +0 38 40.5
 MH0455
 MH0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0455!SPC IA N     -   0.99996001  x   1.00001724  =   0.99997725
 MH0455!UTM  15      -   0.99996001  x   0.99967843  =   0.99963845
 MH0455
 MH0455                          SUPERSEDED SURVEY CONTROL
 MH0455
 MH0455  NAD 83(1986)-  41 58 41.47813(N)    092 02 10.83245(W) AD(       ) 2
 MH0455  NAD 27      -  41 58 41.48071(N)    092 02 10.18261(W) AD(       ) 2
 MH0455  NGVD 29 (07/19/86)  286.6    (m)          940.     (f) VERT ANG       
 MH0455
 MH0455.Superseded values are not recommended for survey control.
 MH0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0455.See file dsdata.txt to determine how the superseded data were derived.
 MH0455
 MH0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7983547804(NAD 83)
 MH0455_MARKER: I = METAL ROD
 MH0455_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0455_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0455
 MH0455  HISTORY     - Date     Condition        Report By
 MH0455  HISTORY     - 1970     MONUMENTED       USGS
 MH0455
 MH0455                          STATION DESCRIPTION
 MH0455
 MH0455'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 MH0455'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE RD.,
 MH0455'10 FT S. AND 15 FT W. OF CENTER OF RD. AT CORRAL ENTRANCE GATE
 MH0455'N., T. 83 N., R. 10 W., ABOUT 300 FT E. OF THE QUARTER COR.
 MH0455'BETWEEN SECS. 20 AND 29.
 MH0455'
 MH0455'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0551 ***********************************************************************
 NK0551  DESIGNATION -  REBAR 1077
 NK0551  PID         -  NK0551
 NK0551  STATE/COUNTY-  IA/BENTON
 NK0551  USGS QUAD   -  VAN HORNE (1971)
 NK0551
 NK0551                         *CURRENT SURVEY CONTROL
 NK0551  ___________________________________________________________________
 NK0551* NAD 83(1996)-  42 00 41.00491(N)    092 01 44.61548(W)     ADJUSTED  
 NK0551* NAVD 88     -       286.7    (meters)     941.     (feet)  VERTCON   
 NK0551  ___________________________________________________________________
 NK0551  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 NK0551  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NK0551
 NK0551  HORZ ORDER  -  SECOND
 NK0551
 NK0551.The horizontal coordinates were established by classical geodetic methods
 NK0551.and adjusted by the National Geodetic Survey in May 1999..
 NK0551
 NK0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0551
 NK0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0551
 NK0551.The geoid height was determined by GEOID03.
 NK0551
 NK0551;                    North         East     Units Scale Factor Converg.
 NK0551;SPC IA N     - 1,057,863.611 1,621,841.906   MT  1.00001049   +0 59 48.9
 NK0551;UTM  15      - 4,651,496.814   580,397.020   MT  0.99967953   +0 38 59.5
 NK0551
 NK0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0551!SPC IA N     -   0.99995998  x   1.00001049  =   0.99997047
 NK0551!UTM  15      -   0.99995998  x   0.99967953  =   0.99963952
 NK0551
 NK0551:                Primary Azimuth Mark                     Grid Az
 NK0551:SPC IA N     -  REBAR 1076                               188 17 53.2
 NK0551:UTM  15      -  REBAR 1076                               188 38 42.6
 NK0551
 NK0551|---------------------------------------------------------------------|
 NK0551| PID    Reference Object                     Distance      Geod. Az  |
 NK0551|                                                           dddmmss.s |
 NK0551| MH0455 REBAR 1076                          APPROX. 3.7 KM 1891742.1 |
 NK0551|---------------------------------------------------------------------|
 NK0551
 NK0551                          SUPERSEDED SURVEY CONTROL
 NK0551
 NK0551  NAD 83(1986)-  42 00 41.00379(N)    092 01 44.61505(W) AD(       ) 2
 NK0551  NAD 27      -  42 00 41.00701(N)    092 01 43.96171(W) AD(       ) 2
 NK0551  NGVD 29 (07/19/86)  286.7    (m)          941.     (f) VERT ANG       
 NK0551
 NK0551.Superseded values are not recommended for survey control.
 NK0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0551.See file dsdata.txt to determine how the superseded data were derived.
 NK0551
 NK0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG8039751497(NAD 83)
 NK0551_MARKER: I = METAL ROD
 NK0551_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0551_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0551
 NK0551  HISTORY     - Date     Condition        Report By
 NK0551  HISTORY     - 1970     MONUMENTED       USGS
 NK0551
 NK0551                          STATION DESCRIPTION
 NK0551
 NK0551'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0551'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE ON A SMALL
 NK0551'RISE, ABOUT 170 FT N. OF FENCE W. AND 39 FT W. CENTER HWY.,
 NK0551'T. 83 N., R. 10 W., ABOUT 170 FT N. OF THE S. SIXTEENTH COR.
 NK0551'BETWEEN SECS. 8 AND 9.
 NK0551'
 NK0551'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0552 ***********************************************************************
 NK0552  DESIGNATION -  REBAR 1078
 NK0552  PID         -  NK0552
 NK0552  STATE/COUNTY-  IA/BENTON
 NK0552  USGS QUAD   -  VAN HORNE (1971)
 NK0552
 NK0552                         *CURRENT SURVEY CONTROL
 NK0552  ___________________________________________________________________
 NK0552* NAD 83(1996)-  42 03 02.42918(N)    092 02 40.27021(W)     ADJUSTED  
 NK0552* NAVD 88     -       293.9    (meters)     964.     (feet)  VERTCON   
 NK0552  ___________________________________________________________________
 NK0552  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 NK0552  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 NK0552
 NK0552  HORZ ORDER  -  SECOND
 NK0552
 NK0552.The horizontal coordinates were established by classical geodetic methods
 NK0552.and adjusted by the National Geodetic Survey in May 1999..
 NK0552
 NK0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0552
 NK0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0552
 NK0552.The geoid height was determined by GEOID03.
 NK0552
 NK0552;                    North         East     Units Scale Factor Converg.
 NK0552;SPC IA N     - 1,062,204.313 1,620,486.348   MT  1.00000294   +0 59 11.2
 NK0552;UTM  15      - 4,655,844.212   579,068.192   MT  0.99967693   +0 38 24.0
 NK0552
 NK0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0552!SPC IA N     -   0.99995883  x   1.00000294  =   0.99996177
 NK0552!UTM  15      -   0.99995883  x   0.99967693  =   0.99963577
 NK0552
 NK0552:                Primary Azimuth Mark                     Grid Az
 NK0552:SPC IA N     -  REBAR 1077                               162 39 25.2
 NK0552:UTM  15      -  REBAR 1077                               163 00 12.4
 NK0552
 NK0552|---------------------------------------------------------------------|
 NK0552| PID    Reference Object                     Distance      Geod. Az  |
 NK0552|                                                           dddmmss.s |
 NK0552| NK0551 REBAR 1077                          APPROX. 4.5 KM 1633836.4 |
 NK0552|---------------------------------------------------------------------|
 NK0552
 NK0552                          SUPERSEDED SURVEY CONTROL
 NK0552
 NK0552  NAD 83(1986)-  42 03 02.42828(N)    092 02 40.26964(W) AD(       ) 2
 NK0552  NAD 27      -  42 03 02.43339(N)    092 02 39.61063(W) AD(       ) 2
 NK0552  NGVD 29 (07/19/86)  293.9    (m)          964.     (f) VERT ANG       
 NK0552
 NK0552.Superseded values are not recommended for survey control.
 NK0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0552.See file dsdata.txt to determine how the superseded data were derived.
 NK0552
 NK0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7906855844(NAD 83)
 NK0552_MARKER: I = METAL ROD
 NK0552_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0552_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0552
 NK0552  HISTORY     - Date     Condition        Report By
 NK0552  HISTORY     - 1970     MONUMENTED       USGS
 NK0552
 NK0552                          STATION DESCRIPTION
 NK0552
 NK0552'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0552'STATION IS A REBAR DRIVEN INTO SHOULDER OF RD. ON A PROMINENT
 NK0552'KNOLL, 12 FT S. AND 7 FT W. CENTER RD. AT FIELD ENTRANCE NNE.,
 NK0552'T. 84 N., R. 10 W., ABOUT 150 FT W. OF THE W. SIXTEENTH COR.
 NK0552'BETWEEN SECS. 29 AND 32.
 NK0552'
 NK0552'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0553 ***********************************************************************
 NK0553  DESIGNATION -  REBAR 1079
 NK0553  PID         -  NK0553
 NK0553  STATE/COUNTY-  IA/BENTON
 NK0553  USGS QUAD   -  VAN HORNE (1971)
 NK0553
 NK0553                         *CURRENT SURVEY CONTROL
 NK0553  ___________________________________________________________________
 NK0553* NAD 83(1996)-  42 02 10.30746(N)    092 03 53.57554(W)     ADJUSTED  
 NK0553* NAVD 88     -       294.7    (meters)     967.     (feet)  VERTCON   
 NK0553  ___________________________________________________________________
 NK0553  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 NK0553  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 NK0553
 NK0553  HORZ ORDER  -  SECOND
 NK0553
 NK0553.The horizontal coordinates were established by classical geodetic methods
 NK0553.and adjusted by the National Geodetic Survey in May 1999..
 NK0553
 NK0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0553
 NK0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0553
 NK0553.The geoid height was determined by GEOID03.
 NK0553
 NK0553;                    North         East     Units Scale Factor Converg.
 NK0553;SPC IA N     - 1,060,567.561 1,618,828.171   MT  1.00000567   +0 58 21.5
 NK0553;UTM  15      - 4,654,218.050   577,400.698   MT  0.99967372   +0 37 34.3
 NK0553
 NK0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0553!SPC IA N     -   0.99995871  x   1.00000567  =   0.99996438
 NK0553!UTM  15      -   0.99995871  x   0.99967372  =   0.99963244
 NK0553
 NK0553:                Primary Azimuth Mark                     Grid Az
 NK0553:SPC IA N     -  REBAR 1078                               045 22 21.5
 NK0553:UTM  15      -  REBAR 1078                               045 43 08.7
 NK0553
 NK0553|---------------------------------------------------------------------|
 NK0553| PID    Reference Object                     Distance      Geod. Az  |
 NK0553|                                                           dddmmss.s |
 NK0553| NK0552 REBAR 1078                          APPROX. 2.3 KM 0462043.0 |
 NK0553|---------------------------------------------------------------------|
 NK0553
 NK0553                          SUPERSEDED SURVEY CONTROL
 NK0553
 NK0553  NAD 83(1986)-  42 02 10.30651(N)    092 03 53.57541(W) AD(       ) 2
 NK0553  NAD 27      -  42 02 10.31186(N)    092 03 52.91378(W) AD(       ) 2
 NK0553  NGVD 29 (07/19/86)  294.7    (m)          967.     (f) VERT ANG       
 NK0553
 NK0553.Superseded values are not recommended for survey control.
 NK0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0553.See file dsdata.txt to determine how the superseded data were derived.
 NK0553
 NK0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7740154218(NAD 83)
 NK0553_MARKER: I = METAL ROD
 NK0553_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0553_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0553
 NK0553  HISTORY     - Date     Condition        Report By
 NK0553  HISTORY     - 1970     MONUMENTED       USGS
 NK0553
 NK0553                          STATION DESCRIPTION
 NK0553
 NK0553'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0553'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SHOULDER OF THE
 NK0553'RD., 11 FT N. AND 523 FT E. CENTER CROSSROADS, TS. 83 AND
 NK0553'84 N., R. 10 W., ABOUT 0.1 MI E. OF THE COR. OF SECS. 1, 6,
 NK0553'31 AND 36.
 NK0553'
 NK0553'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0554 ***********************************************************************
 NK0554  DESIGNATION -  REBAR 1081
 NK0554  PID         -  NK0554
 NK0554  STATE/COUNTY-  IA/BENTON
 NK0554  USGS QUAD   -  VAN HORNE (1971)
 NK0554
 NK0554                         *CURRENT SURVEY CONTROL
 NK0554  ___________________________________________________________________
 NK0554* NAD 83(1996)-  42 04 19.02690(N)    092 03 59.45459(W)     ADJUSTED  
 NK0554* NAVD 88     -       291.3    (meters)     956.     (feet)  VERTCON   
 NK0554  ___________________________________________________________________
 NK0554  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 NK0554  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 NK0554
 NK0554  HORZ ORDER  -  SECOND
 NK0554
 NK0554.The horizontal coordinates were established by classical geodetic methods
 NK0554.and adjusted by the National Geodetic Survey in May 1999..
 NK0554
 NK0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0554
 NK0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0554
 NK0554.The geoid height was determined by GEOID03.
 NK0554
 NK0554;                    North         East     Units Scale Factor Converg.
 NK0554;SPC IA N     - 1,064,536.212 1,618,625.625   MT  0.99999904   +0 58 17.5
 NK0554;UTM  15      - 4,658,186.548   577,222.197   MT  0.99967337   +0 37 31.9
 NK0554
 NK0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0554!SPC IA N     -   0.99995923  x   0.99999904  =   0.99995827
 NK0554!UTM  15      -   0.99995923  x   0.99967337  =   0.99963261
 NK0554
 NK0554:                Primary Azimuth Mark                     Grid Az
 NK0554:SPC IA N     -  VAN HORNE                                229 09 12.7
 NK0554:UTM  15      -  VAN HORNE                                229 29 58.3
 NK0554
 NK0554|---------------------------------------------------------------------|
 NK0554| PID    Reference Object                     Distance      Geod. Az  |
 NK0554|                                                           dddmmss.s |
 NK0554| NK0548 VAN HORNE                           APPROX. 5.2 KM 2300730.2 |
 NK0554|---------------------------------------------------------------------|
 NK0554
 NK0554                          SUPERSEDED SURVEY CONTROL
 NK0554
 NK0554  NAD 83(1986)-  42 04 19.02556(N)    092 03 59.45405(W) AD(       ) 2
 NK0554  NAD 27      -  42 04 19.03474(N)    092 03 58.79372(W) AD(       ) 2
 NK0554  NGVD 29 (07/19/86)  291.3    (m)          956.     (f) VERT ANG       
 NK0554
 NK0554.Superseded values are not recommended for survey control.
 NK0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0554.See file dsdata.txt to determine how the superseded data were derived.
 NK0554
 NK0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7722258187(NAD 83)
 NK0554_MARKER: I = METAL ROD
 NK0554_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0554_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0554
 NK0554  HISTORY     - Date     Condition        Report By
 NK0554  HISTORY     - 1970     MONUMENTED       USGS
 NK0554
 NK0554                          STATION DESCRIPTION
 NK0554
 NK0554'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0554'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE GROUND,
 NK0554'150 FT S. AND 25 FT E. OF CENTER OF RD. AT FENCE E., T. 84 N.,
 NK0554'RS. 10 AND 11 W., NEAR THE QUARTER COR. BETWEEN SECS. 19 AND 24.
 NK0554'
 NK0554'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0545 ***********************************************************************
 NK0545  DESIGNATION -  REBAR 1082
 NK0545  PID         -  NK0545
 NK0545  STATE/COUNTY-  IA/BENTON
 NK0545  USGS QUAD   -  VINTON (1971)
 NK0545
 NK0545                         *CURRENT SURVEY CONTROL
 NK0545  ___________________________________________________________________
 NK0545* NAD 83(1996)-  42 11 43.30208(N)    092 04 18.21227(W)     ADJUSTED  
 NK0545* NAVD 88     -       286.0    (meters)     938.     (feet)  VERTCON   
 NK0545  ___________________________________________________________________
 NK0545  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 NK0545  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 NK0545
 NK0545  HORZ ORDER  -  SECOND
 NK0545
 NK0545.The horizontal coordinates were established by classical geodetic methods
 NK0545.and adjusted by the National Geodetic Survey in May 1999..
 NK0545
 NK0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0545
 NK0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0545
 NK0545.The geoid height was determined by GEOID03.
 NK0545
 NK0545;                    North         East     Units Scale Factor Converg.
 NK0545;SPC IA N     - 1,078,234.652 1,617,962.904   MT  0.99997913   +0 58 04.8
 NK0545;UTM  15      - 4,671,884.404   576,642.214   MT  0.99967227   +0 37 24.7
 NK0545
 NK0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0545!SPC IA N     -   0.99996002  x   0.99997913  =   0.99993915
 NK0545!UTM  15      -   0.99996002  x   0.99967227  =   0.99963230
 NK0545
 NK0545:                Primary Azimuth Mark                     Grid Az
 NK0545:SPC IA N     -  REBAR 1083                               269 08 22.6
 NK0545:UTM  15      -  REBAR 1083                               269 29 02.7
 NK0545
 NK0545|---------------------------------------------------------------------|
 NK0545| PID    Reference Object                     Distance      Geod. Az  |
 NK0545|                                                           dddmmss.s |
 NK0545| NK0546 REBAR 1083                          APPROX. 4.0 KM 2700627.4 |
 NK0545|---------------------------------------------------------------------|
 NK0545
 NK0545                          SUPERSEDED SURVEY CONTROL
 NK0545
 NK0545  NAD 83(1986)-  42 11 43.29981(N)    092 04 18.21088(W) AD(       ) 2
 NK0545  NAD 27      -  42 11 43.31784(N)    092 04 17.55753(W) AD(       ) 2
 NK0545  NGVD 29 (07/19/86)  286.0    (m)          938.     (f) VERT ANG       
 NK0545
 NK0545.Superseded values are not recommended for survey control.
 NK0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0545.See file dsdata.txt to determine how the superseded data were derived.
 NK0545
 NK0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7664271884(NAD 83)
 NK0545_MARKER: I = METAL ROD
 NK0545_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0545_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0545
 NK0545  HISTORY     - Date     Condition        Report By
 NK0545  HISTORY     - 1970     MONUMENTED       USGS
 NK0545
 NK0545                          STATION DESCRIPTION
 NK0545
 NK0545'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0545'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF SHOULDER OF
 NK0545'RD., ON THE W. SLOPE OF A PROMINENT HILL, 10 FT S. AND 45 FT
 NK0545'W. CENTER RD. AT FENCE S., T. 85 N., R. 11 W., ABOUT 0.3 MI
 NK0545'W. OF THE COR. OF SECS. 1, 6, 7 AND 12.
 NK0545'
 NK0545'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0546 ***********************************************************************
 NK0546  DESIGNATION -  REBAR 1083
 NK0546  PID         -  NK0546
 NK0546  STATE/COUNTY-  IA/BENTON
 NK0546  USGS QUAD   -  VINTON (1971)
 NK0546
 NK0546                         *CURRENT SURVEY CONTROL
 NK0546  ___________________________________________________________________
 NK0546* NAD 83(1996)-  42 11 43.50919(N)    092 07 12.96176(W)     ADJUSTED  
 NK0546* NAVD 88     -       289.0    (meters)     948.     (feet)  VERTCON   
 NK0546  ___________________________________________________________________
 NK0546  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 NK0546  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 NK0546
 NK0546  HORZ ORDER  -  SECOND
 NK0546
 NK0546.The horizontal coordinates were established by classical geodetic methods
 NK0546.and adjusted by the National Geodetic Survey in May 1999..
 NK0546
 NK0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0546
 NK0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0546
 NK0546.The geoid height was determined by GEOID03.
 NK0546
 NK0546;                    North         East     Units Scale Factor Converg.
 NK0546;SPC IA N     - 1,078,174.459 1,613,954.059   MT  0.99997912   +0 56 06.4
 NK0546;UTM  15      - 4,671,848.316   572,634.324   MT  0.99966491   +0 35 27.3
 NK0546
 NK0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0546!SPC IA N     -   0.99995955  x   0.99997912  =   0.99993867
 NK0546!UTM  15      -   0.99995955  x   0.99966491  =   0.99962448
 NK0546
 NK0546:                Primary Azimuth Mark                     Grid Az
 NK0546:SPC IA N     -  REBAR 1082                               089 08 23.7
 NK0546:UTM  15      -  REBAR 1082                               089 29 02.8
 NK0546
 NK0546|---------------------------------------------------------------------|
 NK0546| PID    Reference Object                     Distance      Geod. Az  |
 NK0546|                                                           dddmmss.s |
 NK0546| NK0545 REBAR 1082                          APPROX. 4.0 KM 0900430.1 |
 NK0546|---------------------------------------------------------------------|
 NK0546
 NK0546                          SUPERSEDED SURVEY CONTROL
 NK0546
 NK0546  NAD 83(1986)-  42 11 43.50633(N)    092 07 12.96056(W) AD(       ) 2
 NK0546  NAD 27      -  42 11 43.52517(N)    092 07 12.30166(W) AD(       ) 2
 NK0546  NGVD 29 (07/19/86)  289.0    (m)          948.     (f) VERT ANG       
 NK0546
 NK0546.Superseded values are not recommended for survey control.
 NK0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0546.See file dsdata.txt to determine how the superseded data were derived.
 NK0546
 NK0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7263471848(NAD 83)
 NK0546_MARKER: I = METAL ROD
 NK0546_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0546_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0546
 NK0546  HISTORY     - Date     Condition        Report By
 NK0546  HISTORY     - 1970     MONUMENTED       USGS
 NK0546
 NK0546                          STATION DESCRIPTION
 NK0546
 NK0546'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0546'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE ON SHOULDER OF
 NK0546'RD., ON A LOW HILL, 11 FT S. AND 108 FT E. CENTER RD. AT DRIVE
 NK0546'SSE., T. 85 N., R. 11 W., ABOUT 300 FT W. OF THE W. SIXTEENTH
 NK0546'COR. BETWEEN SECS. 3 AND 10.
 NK0546'
 NK0546'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0591 ***********************************************************************
 NK0591  DESIGNATION -  REBAR 1101
 NK0591  PID         -  NK0591
 NK0591  STATE/COUNTY-  IA/GRUNDY
 NK0591  USGS QUAD   -  LINCOLN (1971)
 NK0591
 NK0591                         *CURRENT SURVEY CONTROL
 NK0591  ___________________________________________________________________
 NK0591* NAD 83(1996)-  42 20 53.83284(N)    092 43 45.75645(W)     ADJUSTED  
 NK0591* NAVD 88     -       319.7    (meters)    1049.     (feet)  VERTCON   
 NK0591  ___________________________________________________________________
 NK0591  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 NK0591  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 NK0591
 NK0591  HORZ ORDER  -  SECOND
 NK0591
 NK0591.The horizontal coordinates were established by classical geodetic methods
 NK0591.and adjusted by the National Geodetic Survey in May 1999..
 NK0591
 NK0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0591
 NK0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0591
 NK0591.The geoid height was determined by GEOID03.
 NK0591
 NK0591;                    North         East     Units Scale Factor Converg.
 NK0591;SPC IA N     - 1,094,513.732 1,563,494.010   MT  0.99996082   +0 31 20.2
 NK0591;UTM  15      - 4,688,482.758   522,289.747   MT  0.99960611   +0 10 56.3
 NK0591
 NK0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0591!SPC IA N     -   0.99995486  x   0.99996082  =   0.99991568
 NK0591!UTM  15      -   0.99995486  x   0.99960611  =   0.99956099
 NK0591
 NK0591:                Primary Azimuth Mark                     Grid Az
 NK0591:SPC IA N     -  GRUNDY                                   261 57 09.3
 NK0591:UTM  15      -  GRUNDY                                   262 17 33.2
 NK0591
 NK0591|---------------------------------------------------------------------|
 NK0591| PID    Reference Object                     Distance      Geod. Az  |
 NK0591|                                                           dddmmss.s |
 NK0591| NK0618 GRUNDY                              APPROX. 2.4 KM 2622829.5 |
 NK0591|---------------------------------------------------------------------|
 NK0591
 NK0591                          SUPERSEDED SURVEY CONTROL
 NK0591
 NK0591  NAD 83(1996)-  42 20 53.83339(N)    092 43 45.75073(W) AD(       ) 2
 NK0591  NAD 83(1986)-  42 20 53.83277(N)    092 43 45.74911(W) AD(       ) 2
 NK0591  NAD 27      -  42 20 53.89017(N)    092 43 45.02843(W) AD(       ) 2
 NK0591  NGVD 29 (07/19/86)  319.7    (m)         1049.     (f) VERT ANG       
 NK0591
 NK0591.Superseded values are not recommended for survey control.
 NK0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0591.See file dsdata.txt to determine how the superseded data were derived.
 NK0591
 NK0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2229088483(NAD 83)
 NK0591_MARKER: I = METAL ROD
 NK0591_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0591_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0591
 NK0591  HISTORY     - Date     Condition        Report By
 NK0591  HISTORY     - 1970     MONUMENTED       USGS
 NK0591
 NK0591                          STATION DESCRIPTION
 NK0591
 NK0591'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0591'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE RD.,
 NK0591'345 FT N. AND 8 FT W. OF CENTER OF RD. AT FENCE E. AND FENCE W.,
 NK0591'ON HIGHEST KNOLL IN VICINITY, T. 87 N., R. 16 W., ABOUT 0.55 MI
 NK0591'N. OF THE COR. OF SECS. 16, 17, 20 AND 21.
 NK0591'
 NK0591'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0588 ***********************************************************************
 NK0588  DESIGNATION -  REBAR 1103
 NK0588  PID         -  NK0588
 NK0588  STATE/COUNTY-  IA/GRUNDY
 NK0588  USGS QUAD   -  LINCOLN (1971)
 NK0588
 NK0588                         *CURRENT SURVEY CONTROL
 NK0588  ___________________________________________________________________
 NK0588* NAD 83(1996)-  42 22 08.33618(N)    092 38 17.45987(W)     ADJUSTED  
 NK0588* NAVD 88     -       314.3    (meters)    1031.     (feet)  VERTCON   
 NK0588  ___________________________________________________________________
 NK0588  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 NK0588  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 NK0588
 NK0588  HORZ ORDER  -  SECOND
 NK0588
 NK0588.The horizontal coordinates were established by classical geodetic methods
 NK0588.and adjusted by the National Geodetic Survey in May 1999..
 NK0588
 NK0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0588
 NK0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0588
 NK0588.The geoid height was determined by GEOID03.
 NK0588
 NK0588;                    North         East     Units Scale Factor Converg.
 NK0588;SPC IA N     - 1,096,884.912 1,570,984.041   MT  0.99995888   +0 35 02.7
 NK0588;UTM  15      - 4,690,808.616   529,791.085   MT  0.99961092   +0 14 37.8
 NK0588
 NK0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0588!SPC IA N     -   0.99995569  x   0.99995888  =   0.99991457
 NK0588!UTM  15      -   0.99995569  x   0.99961092  =   0.99956663
 NK0588
 NK0588:                Primary Azimuth Mark                     Grid Az
 NK0588:SPC IA N     -  MORRISON                                 239 15 34.8
 NK0588:UTM  15      -  MORRISON                                 239 35 59.7
 NK0588
 NK0588|---------------------------------------------------------------------|
 NK0588| PID    Reference Object                     Distance      Geod. Az  |
 NK0588|                                                           dddmmss.s |
 NK0588| NK0589 MORRISON                            APPROX. 2.6 KM 2395037.5 |
 NK0588|---------------------------------------------------------------------|
 NK0588
 NK0588                          SUPERSEDED SURVEY CONTROL
 NK0588
 NK0588  NAD 83(1996)-  42 22 08.33674(N)    092 38 17.45450(W) AD(       ) 2
 NK0588  NAD 83(1986)-  42 22 08.33556(N)    092 38 17.45295(W) AD(       ) 2
 NK0588  NAD 27      -  42 22 08.39051(N)    092 38 16.74268(W) AD(       ) 2
 NK0588  NGVD 29 (07/19/86)  314.3    (m)         1031.     (f) VERT ANG       
 NK0588
 NK0588.Superseded values are not recommended for survey control.
 NK0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0588.See file dsdata.txt to determine how the superseded data were derived.
 NK0588
 NK0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2979190809(NAD 83)
 NK0588_MARKER: I = METAL ROD
 NK0588_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0588_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0588
 NK0588  HISTORY     - Date     Condition        Report By
 NK0588  HISTORY     - 1970     MONUMENTED       USGS
 NK0588
 NK0588                          STATION DESCRIPTION
 NK0588
 NK0588'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0588'STATION IS A REBAR DRIVEN INTO THE EDGE OF A CULTIVATED FIELD,
 NK0588'2 IN. BELOW THE SURFACE, ON A PROMINENT RIDGE, 34 FT S. AND 17
 NK0588'FT W. OF CENTER RD. AT FIELD ENTRANCE S., T. 87 N., R. 15 W.,
 NK0588'ABOUT 0.15 MI E. OF THE QUARTER COR. BETWEEN SECS. 6 AND 7.
 NK0588'
 NK0588'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0593 ***********************************************************************
 NK0593  DESIGNATION -  REBAR 1104
 NK0593  PID         -  NK0593
 NK0593  STATE/COUNTY-  IA/GRUNDY
 NK0593  USGS QUAD   -  DIKE (1971)
 NK0593
 NK0593                         *CURRENT SURVEY CONTROL
 NK0593  ___________________________________________________________________
 NK0593* NAD 83(1996)-  42 23 42.39147(N)    092 37 54.33987(W)     ADJUSTED  
 NK0593* NAVD 88     -       317.4    (meters)    1041.     (feet)  VERTCON   
 NK0593  ___________________________________________________________________
 NK0593  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 NK0593  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 NK0593
 NK0593  HORZ ORDER  -  SECOND
 NK0593
 NK0593.The horizontal coordinates were established by classical geodetic methods
 NK0593.and adjusted by the National Geodetic Survey in May 1999..
 NK0593
 NK0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0593
 NK0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0593
 NK0593.The geoid height was determined by GEOID03.
 NK0593
 NK0593;                    North         East     Units Scale Factor Converg.
 NK0593;SPC IA N     - 1,099,792.195 1,571,483.189   MT  0.99995662   +0 35 18.4
 NK0593;UTM  15      - 4,693,711.878   530,307.308   MT  0.99961130   +0 14 53.8
 NK0593
 NK0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0593!SPC IA N     -   0.99995520  x   0.99995662  =   0.99991183
 NK0593!UTM  15      -   0.99995520  x   0.99961130  =   0.99956652
 NK0593
 NK0593:                Primary Azimuth Mark                     Grid Az
 NK0593:SPC IA N     -  REBAR 1103                               189 44 31.3
 NK0593:UTM  15      -  REBAR 1103                               190 04 55.9
 NK0593
 NK0593|---------------------------------------------------------------------|
 NK0593| PID    Reference Object                     Distance      Geod. Az  |
 NK0593|                                                           dddmmss.s |
 NK0593| NK0588 REBAR 1103                          APPROX. 2.9 KM 1901949.7 |
 NK0593|---------------------------------------------------------------------|
 NK0593
 NK0593                          SUPERSEDED SURVEY CONTROL
 NK0593
 NK0593  NAD 83(1996)-  42 23 42.39195(N)    092 37 54.33515(W) AD(       ) 2
 NK0593  NAD 83(1986)-  42 23 42.39034(N)    092 37 54.33308(W) AD(       ) 2
 NK0593  NAD 27      -  42 23 42.44649(N)    092 37 53.62467(W) AD(       ) 2
 NK0593  NGVD 29 (07/19/86)  317.4    (m)         1041.     (f) VERT ANG       
 NK0593
 NK0593.Superseded values are not recommended for survey control.
 NK0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0593.See file dsdata.txt to determine how the superseded data were derived.
 NK0593
 NK0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3030793712(NAD 83)
 NK0593_MARKER: I = METAL ROD
 NK0593_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0593_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0593
 NK0593  HISTORY     - Date     Condition        Report By
 NK0593  HISTORY     - 1970     MONUMENTED       USGS
 NK0593
 NK0593                          STATION DESCRIPTION
 NK0593
 NK0593'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 NK0593'STATION IS A REBAR DRIVEN 2 IN. BELOW SURFACE IN THE EDGE OF A
 NK0593'CULTIVATED FIELD, ON THE N. SIDE OF A CEMETERY ON A SMALL RIDGE,
 NK0593'2 FT N. AND 123 FT W. OF THE NE. CEMETERY FENCE COR., T. 88 N.,
 NK0593'R. 15 W., ABOUT 150 FT W. OF THE N. SIXTEENTH COR. BETWEEN
 NK0593'SECS. 31 AND 32.
 NK0593'
 NK0593'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0643 ***********************************************************************
 NK0643  DESIGNATION -  REBAR 1108
 NK0643  PID         -  NK0643
 NK0643  STATE/COUNTY-  IA/BUTLER
 NK0643  USGS QUAD   -  NEW HARTFORD (1971)
 NK0643
 NK0643                         *CURRENT SURVEY CONTROL
 NK0643  ___________________________________________________________________
 NK0643* NAD 83(1996)-  42 35 26.52361(N)    092 36 49.16525(W)     ADJUSTED  
 NK0643* NAVD 88     -       304.4    (meters)     999.     (feet)  VERTCON   
 NK0643  ___________________________________________________________________
 NK0643  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 NK0643  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 NK0643
 NK0643  HORZ ORDER  -  SECOND
 NK0643
 NK0643.The horizontal coordinates were established by classical geodetic methods
 NK0643.and adjusted by the National Geodetic Survey in May 1999..
 NK0643
 NK0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0643
 NK0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0643
 NK0643.The geoid height was determined by GEOID03.
 NK0643
 NK0643;                    North         East     Units Scale Factor Converg.
 NK0643;SPC IA N     - 1,121,532.341 1,572,745.885   MT  0.99994627   +0 36 02.6
 NK0643;UTM  15      - 4,715,436.795   531,698.410   MT  0.99961236   +0 15 41.3
 NK0643
 NK0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0643!SPC IA N     -   0.99995724  x   0.99994627  =   0.99990351
 NK0643!UTM  15      -   0.99995724  x   0.99961236  =   0.99956962
 NK0643
 NK0643:                Primary Azimuth Mark                     Grid Az
 NK0643:SPC IA N     -  BEAVER                                   143 13 46.2
 NK0643:UTM  15      -  BEAVER                                   143 34 07.5
 NK0643
 NK0643|---------------------------------------------------------------------|
 NK0643| PID    Reference Object                     Distance      Geod. Az  |
 NK0643|                                                           dddmmss.s |
 NK0643| NK0642 BEAVER                              APPROX. 5.5 KM 1434948.8 |
 NK0643|---------------------------------------------------------------------|
 NK0643
 NK0643                          SUPERSEDED SURVEY CONTROL
 NK0643
 NK0643  NAD 83(1996)-  42 35 26.52384(N)    092 36 49.16531(W) AD(       ) 2
 NK0643  NAD 83(1986)-  42 35 26.52008(N)    092 36 49.16085(W) AD(       ) 2
 NK0643  NAD 27      -  42 35 26.58354(N)    092 36 48.46971(W) AD(       ) 2
 NK0643  NGVD 29 (07/19/86)  304.4    (m)          999.     (f) VERT ANG       
 NK0643
 NK0643.Superseded values are not recommended for survey control.
 NK0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0643.See file dsdata.txt to determine how the superseded data were derived.
 NK0643
 NK0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3169815437(NAD 83)
 NK0643_MARKER: I = METAL ROD
 NK0643_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0643_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0643
 NK0643  HISTORY     - Date     Condition        Report By
 NK0643  HISTORY     - 1970     MONUMENTED       USGS
 NK0643
 NK0643                          STATION DESCRIPTION
 NK0643
 NK0643'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0643'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE GROUND,
 NK0643'82 FT N. AND 37 FT W. OF CENTER OF RD. AT FENCE W., 1 FT E. OF
 NK0643'W. RIGHT-OF-WAY FENCE, T. 90 N., R. 15 W., ABOUT 0.1 MI S. OF
 NK0643'THE QUARTER COR. BETWEEN SECS. 21 AND 22.
 NK0643'
 NK0643'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0640 ***********************************************************************
 NK0640  DESIGNATION -  REBAR 1109
 NK0640  PID         -  NK0640
 NK0640  STATE/COUNTY-  IA/BUTLER
 NK0640  USGS QUAD   -  SHELL ROCK (1971)
 NK0640
 NK0640                         *CURRENT SURVEY CONTROL
 NK0640  ___________________________________________________________________
 NK0640* NAD 83(1996)-  42 38 32.15992(N)    092 33 23.30753(W)     ADJUSTED  
 NK0640* NAVD 88     -       299.2    (meters)     982.     (feet)  VERTCON   
 NK0640  ___________________________________________________________________
 NK0640  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 NK0640  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 NK0640
 NK0640  HORZ ORDER  -  SECOND
 NK0640
 NK0640.The horizontal coordinates were established by classical geodetic methods
 NK0640.and adjusted by the National Geodetic Survey in May 1999..
 NK0640
 NK0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0640
 NK0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0640
 NK0640.The geoid height was determined by GEOID03.
 NK0640
 NK0640;                    North         East     Units Scale Factor Converg.
 NK0640;SPC IA N     - 1,127,310.650 1,577,374.994   MT  0.99994547   +0 38 22.1
 NK0640;UTM  15      - 4,721,185.696   536,360.093   MT  0.99961626   +0 18 01.6
 NK0640
 NK0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0640!SPC IA N     -   0.99995804  x   0.99994547  =   0.99990351
 NK0640!UTM  15      -   0.99995804  x   0.99961626  =   0.99957432
 NK0640
 NK0640:                Primary Azimuth Mark                     Grid Az
 NK0640:SPC IA N     -  BRANDT                                   002 28 08.3
 NK0640:UTM  15      -  BRANDT                                   002 48 28.8
 NK0640
 NK0640|---------------------------------------------------------------------|
 NK0640| PID    Reference Object                     Distance      Geod. Az  |
 NK0640|                                                           dddmmss.s |
 NK0640| NK0637 BRANDT                              APPROX. 3.2 KM 0030630.4 |
 NK0640|---------------------------------------------------------------------|
 NK0640
 NK0640                          SUPERSEDED SURVEY CONTROL
 NK0640
 NK0640  NAD 83(1996)-  42 38 32.16006(N)    092 33 23.30783(W) AD(       ) 2
 NK0640  NAD 83(1986)-  42 38 32.15606(N)    092 33 23.30464(W) AD(       ) 2
 NK0640  NAD 27      -  42 38 32.22378(N)    092 33 22.62810(W) AD(       ) 2
 NK0640  NGVD 29 (07/19/86)  299.2    (m)          982.     (f) VERT ANG       
 NK0640
 NK0640.Superseded values are not recommended for survey control.
 NK0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0640.See file dsdata.txt to determine how the superseded data were derived.
 NK0640
 NK0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3636021186(NAD 83)
 NK0640_MARKER: I = METAL ROD
 NK0640_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0640_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0640
 NK0640  HISTORY     - Date     Condition        Report By
 NK0640  HISTORY     - 1970     MONUMENTED       USGS
 NK0640
 NK0640                          STATION DESCRIPTION
 NK0640
 NK0640'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0640'STATION IS A REBAR DRIVEN INTO SHOULDER OF RD., 3 IN. BELOW
 NK0640'SURFACE ON A SMALL RISE.  11 FT S. CENTER RD., TS. 90 AND 91 N.,
 NK0640'R. 15 W., ABOUT 0.1 MI W. OF THE COR. OF SECS. 1, 6, 31 AND 36.
 NK0640'
 NK0640'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0638 ***********************************************************************
 NK0638  DESIGNATION -  REBAR 1111
 NK0638  PID         -  NK0638
 NK0638  STATE/COUNTY-  IA/BREMER
 NK0638  USGS QUAD   -  SHELL ROCK (1971)
 NK0638
 NK0638                         *CURRENT SURVEY CONTROL
 NK0638  ___________________________________________________________________
 NK0638* NAD 83(1996)-  42 43 48.15767(N)    092 30 49.17107(W)     ADJUSTED  
 NK0638* NAVD 88     -       307.9    (meters)    1010.     (feet)  VERTCON   
 NK0638  ___________________________________________________________________
 NK0638  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 NK0638  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 NK0638
 NK0638  HORZ ORDER  -  SECOND
 NK0638
 NK0638.The horizontal coordinates were established by classical geodetic methods
 NK0638.and adjusted by the National Geodetic Survey in May 1999..
 NK0638
 NK0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0638
 NK0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0638
 NK0638.The geoid height was determined by GEOID03.
 NK0638
 NK0638;                    North         East     Units Scale Factor Converg.
 NK0638;SPC IA N     - 1,137,100.400 1,580,772.233   MT  0.99994596   +0 40 06.6
 NK0638;UTM  15      - 4,730,951.987   539,814.022   MT  0.99961950   +0 19 48.0
 NK0638
 NK0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0638!SPC IA N     -   0.99995666  x   0.99994596  =   0.99990262
 NK0638!UTM  15      -   0.99995666  x   0.99961950  =   0.99957618
 NK0638
 NK0638:                Primary Azimuth Mark                     Grid Az
 NK0638:SPC IA N     -  REBAR 1112                               269 24 01.3
 NK0638:UTM  15      -  REBAR 1112                               269 44 19.9
 NK0638
 NK0638|---------------------------------------------------------------------|
 NK0638| PID    Reference Object                     Distance      Geod. Az  |
 NK0638|                                                           dddmmss.s |
 NK0638| NK0639 REBAR 1112                          APPROX. 2.8 KM 2700407.9 |
 NK0638|---------------------------------------------------------------------|
 NK0638
 NK0638                          SUPERSEDED SURVEY CONTROL
 NK0638
 NK0638  NAD 83(1996)-  42 43 48.15765(N)    092 30 49.17135(W) AD(       ) 2
 NK0638  NAD 83(1986)-  42 43 48.15302(N)    092 30 49.16720(W) AD(       ) 2
 NK0638  NAD 27      -  42 43 48.22313(N)    092 30 48.49992(W) AD(       ) 2
 NK0638  NGVD 29 (07/19/86)  307.9    (m)         1010.     (f) VERT ANG       
 NK0638
 NK0638.Superseded values are not recommended for survey control.
 NK0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0638.See file dsdata.txt to determine how the superseded data were derived.
 NK0638
 NK0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3981430952(NAD 83)
 NK0638_MARKER: I = METAL ROD
 NK0638_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0638_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0638
 NK0638  HISTORY     - Date     Condition        Report By
 NK0638  HISTORY     - 1970     MONUMENTED       USGS
 NK0638
 NK0638                          STATION DESCRIPTION
 NK0638
 NK0638'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0638'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE
 NK0638'SHOULDER OF THE RD. ON A SMALL RISE, 10 FT S. AND 32 FT W. CENTER
 NK0638'RD. AT FENCE N., TS. 91 AND 92 N., R. 14 W., NEAR THE COR. OF
 NK0638'SECS. 4, 5, 33 AND 34.
 NK0638'
 NK0638'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0639 ***********************************************************************
 NK0639  DESIGNATION -  REBAR 1112
 NK0639  PID         -  NK0639
 NK0639  STATE/COUNTY-  IA/BREMER
 NK0639  USGS QUAD   -  SHELL ROCK (1971)
 NK0639
 NK0639                         *CURRENT SURVEY CONTROL
 NK0639  ___________________________________________________________________
 NK0639* NAD 83(1996)-  42 43 48.24882(N)    092 32 53.07511(W)     ADJUSTED  
 NK0639* NAVD 88     -       305.3    (meters)    1002.     (feet)  VERTCON   
 NK0639  ___________________________________________________________________
 NK0639  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 NK0639  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 NK0639
 NK0639  HORZ ORDER  -  SECOND
 NK0639
 NK0639.The horizontal coordinates were established by classical geodetic methods
 NK0639.and adjusted by the National Geodetic Survey in May 1999..
 NK0639
 NK0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0639
 NK0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0639
 NK0639.The geoid height was determined by GEOID03.
 NK0639
 NK0639;                    North         East     Units Scale Factor Converg.
 NK0639;SPC IA N     - 1,137,070.901 1,577,953.825   MT  0.99994596   +0 38 42.6
 NK0639;UTM  15      - 4,730,939.144   536,996.412   MT  0.99961684   +0 18 24.0
 NK0639
 NK0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0639!SPC IA N     -   0.99995708  x   0.99994596  =   0.99990304
 NK0639!UTM  15      -   0.99995708  x   0.99961684  =   0.99957393
 NK0639
 NK0639:                Primary Azimuth Mark                     Grid Az
 NK0639:SPC IA N     -  REBAR 1111                               089 24 01.2
 NK0639:UTM  15      -  REBAR 1111                               089 44 19.8
 NK0639
 NK0639|---------------------------------------------------------------------|
 NK0639| PID    Reference Object                     Distance      Geod. Az  |
 NK0639|                                                           dddmmss.s |
 NK0639| NK0638 REBAR 1111                          APPROX. 2.8 KM 0900243.8 |
 NK0639|---------------------------------------------------------------------|
 NK0639
 NK0639                          SUPERSEDED SURVEY CONTROL
 NK0639
 NK0639  NAD 83(1996)-  42 43 48.24881(N)    092 32 53.07537(W) AD(       ) 2
 NK0639  NAD 83(1986)-  42 43 48.24421(N)    092 32 53.07092(W) AD(       ) 2
 NK0639  NAD 27      -  42 43 48.31453(N)    092 32 52.39885(W) AD(       ) 2
 NK0639  NGVD 29 (07/19/86)  305.3    (m)         1002.     (f) VERT ANG       
 NK0639
 NK0639.Superseded values are not recommended for survey control.
 NK0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0639.See file dsdata.txt to determine how the superseded data were derived.
 NK0639
 NK0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3699630939(NAD 83)
 NK0639_MARKER: I = METAL ROD
 NK0639_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0639_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0639
 NK0639  HISTORY     - Date     Condition        Report By
 NK0639  HISTORY     - 1970     MONUMENTED       USGS
 NK0639
 NK0639                          STATION DESCRIPTION
 NK0639
 NK0639'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0639'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE RD., 9
 NK0639'FT S. AND 12 FT W. OF THE CENTER OF RD. AT FIELD ENTRANCE S.,
 NK0639'TS. 91 AND 92 N., R. 14 W., ABOUT 0.15 MI W. OF THE QUARTER
 NK0639'COR. BETWEEN SECS. 6 AND 31.
 NK0639'
 NK0639'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0628 ***********************************************************************
 NK0628  DESIGNATION -  REBAR 1114
 NK0628  PID         -  NK0628
 NK0628  STATE/COUNTY-  IA/BUTLER
 NK0628  USGS QUAD   -  CLARKSVILLE (1971)
 NK0628
 NK0628                         *CURRENT SURVEY CONTROL
 NK0628  ___________________________________________________________________
 NK0628* NAD 83(1996)-  42 45 33.30999(N)    092 44 29.58284(W)     ADJUSTED  
 NK0628* NAVD 88     -       321.4    (meters)    1054.     (feet)  VERTCON   
 NK0628  ___________________________________________________________________
 NK0628  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 NK0628  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 NK0628
 NK0628  HORZ ORDER  -  SECOND
 NK0628
 NK0628.The horizontal coordinates were established by classical geodetic methods
 NK0628.and adjusted by the National Geodetic Survey in May 1999..
 NK0628
 NK0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0628
 NK0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0628
 NK0628.The geoid height was determined by GEOID03.
 NK0628
 NK0628;                    North         East     Units Scale Factor Converg.
 NK0628;SPC IA N     - 1,140,152.269 1,562,081.441   MT  0.99994664   +0 30 50.5
 NK0628;UTM  15      - 4,734,113.173   521,147.833   MT  0.99960550   +0 10 31.7
 NK0628
 NK0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0628!SPC IA N     -   0.99995456  x   0.99994664  =   0.99990121
 NK0628!UTM  15      -   0.99995456  x   0.99960550  =   0.99956008
 NK0628
 NK0628:                Primary Azimuth Mark                     Grid Az
 NK0628:SPC IA N     -  MARTIN                                   104 20 58.7
 NK0628:UTM  15      -  MARTIN                                   104 41 17.5
 NK0628
 NK0628|---------------------------------------------------------------------|
 NK0628| PID    Reference Object                     Distance      Geod. Az  |
 NK0628|                                                           dddmmss.s |
 NK0628| NK0647 MARTIN                              APPROX. 5.8 KM 1045149.2 |
 NK0628|---------------------------------------------------------------------|
 NK0628
 NK0628                          SUPERSEDED SURVEY CONTROL
 NK0628
 NK0628  NAD 83(1996)-  42 45 33.31002(N)    092 44 29.58299(W) AD(       ) 2
 NK0628  NAD 83(1986)-  42 45 33.30484(N)    092 44 29.57809(W) AD(       ) 2
 NK0628  NAD 27      -  42 45 33.38339(N)    092 44 28.87990(W) AD(       ) 2
 NK0628  NGVD 29 (07/19/86)  321.4    (m)         1054.     (f) VERT ANG       
 NK0628
 NK0628.Superseded values are not recommended for survey control.
 NK0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0628.See file dsdata.txt to determine how the superseded data were derived.
 NK0628
 NK0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2114834113(NAD 83)
 NK0628_MARKER: I = METAL ROD
 NK0628_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0628_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0628
 NK0628  HISTORY     - Date     Condition        Report By
 NK0628  HISTORY     - 1970     MONUMENTED       USGS
 NK0628
 NK0628                          STATION DESCRIPTION
 NK0628
 NK0628'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0628'STATION IS A REBAR DRIVEN INTO EDGE OF RD. 3 IN. BELOW THE
 NK0628'SURFACE, 7 FT N. AND 73 FT E. CENTER RD. AT N.-S. FENCE, T. 92
 NK0628'N., R. 16 W., NEAR THE QUARTER COR. BETWEEN SECS. 21 AND 28.
 NK0628'
 NK0628'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0610 ***********************************************************************
 NK0610  DESIGNATION -  REBAR 1127
 NK0610  PID         -  NK0610
 NK0610  STATE/COUNTY-  IA/TAMA
 NK0610  USGS QUAD   -  GLADBROOK (1971)
 NK0610
 NK0610                         *CURRENT SURVEY CONTROL
 NK0610  ___________________________________________________________________
 NK0610* NAD 83(1996)-  42 14 53.77896(N)    092 37 50.37165(W)     ADJUSTED  
 NK0610* NAVD 88     -       321.3    (meters)    1054.     (feet)  VERTCON   
 NK0610  ___________________________________________________________________
 NK0610  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 NK0610  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 NK0610
 NK0610  HORZ ORDER  -  SECOND
 NK0610
 NK0610.The horizontal coordinates were established by classical geodetic methods
 NK0610.and adjusted by the National Geodetic Survey in May 1999..
 NK0610
 NK0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0610
 NK0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0610
 NK0610.The geoid height was determined by GEOID03.
 NK0610
 NK0610;                    North         East     Units Scale Factor Converg.
 NK0610;SPC IA N     - 1,083,484.017 1,571,741.656   MT  0.99997200   +0 35 21.1
 NK0610;UTM  15      - 4,677,408.199   530,468.793   MT  0.99961142   +0 14 54.0
 NK0610
 NK0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0610!SPC IA N     -   0.99995459  x   0.99997200  =   0.99992659
 NK0610!UTM  15      -   0.99995459  x   0.99961142  =   0.99956602
 NK0610
 NK0610:                Primary Azimuth Mark                     Grid Az
 NK0610:SPC IA N     -  REINBECK                                 002 02 09.0
 NK0610:UTM  15      -  REINBECK                                 002 22 36.1
 NK0610
 NK0610|---------------------------------------------------------------------|
 NK0610| PID    Reference Object                     Distance      Geod. Az  |
 NK0610|                                                           dddmmss.s |
 NK0610| NK0587 REINBECK                            APPROX. 3.8 KM 0023730.1 |
 NK0610|---------------------------------------------------------------------|
 NK0610
 NK0610                          SUPERSEDED SURVEY CONTROL
 NK0610
 NK0610  NAD 83(1986)-  42 14 53.77980(N)    092 37 50.36323(W) AD(       ) 2
 NK0610  NAD 27      -  42 14 53.82853(N)    092 37 49.65784(W) AD(       ) 2
 NK0610  NGVD 29 (07/19/86)  321.3    (m)         1054.     (f) VERT ANG       
 NK0610
 NK0610.Superseded values are not recommended for survey control.
 NK0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0610.See file dsdata.txt to determine how the superseded data were derived.
 NK0610
 NK0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3046977408(NAD 83)
 NK0610_MARKER: I = METAL ROD
 NK0610_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0610_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0610
 NK0610  HISTORY     - Date     Condition        Report By
 NK0610  HISTORY     - 1970     MONUMENTED       USGS
 NK0610
 NK0610                          STATION DESCRIPTION
 NK0610
 NK0610'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0610'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE ON THE
 NK0610'SHOULDER OF THE RD.  16 FT E. CENTER RD. AT FENCE E., T. 86
 NK0610'N., R. 15 W., ABOUT 0.35 MI S. OF THE COR. OF SECS. 17, 18, 19
 NK0610'AND 20.
 NK0610'
 NK0610'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0607 ***********************************************************************
 NK0607  DESIGNATION -  REBAR 1130
 NK0607  PID         -  NK0607
 NK0607  STATE/COUNTY-  IA/TAMA
 NK0607  USGS QUAD   -  GLADBROOK (1971)
 NK0607
 NK0607                         *CURRENT SURVEY CONTROL
 NK0607  ___________________________________________________________________
 NK0607* NAD 83(1996)-  42 08 20.33746(N)    092 37 31.51814(W)     ADJUSTED  
 NK0607* NAVD 88     -       321.7    (meters)    1055.     (feet)  VERTCON   
 NK0607  ___________________________________________________________________
 NK0607  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 NK0607  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NK0607
 NK0607  HORZ ORDER  -  SECOND
 NK0607
 NK0607.The horizontal coordinates were established by classical geodetic methods
 NK0607.and adjusted by the National Geodetic Survey in May 1999..
 NK0607
 NK0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0607
 NK0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0607
 NK0607.The geoid height was determined by GEOID03.
 NK0607
 NK0607;                    North         East     Units Scale Factor Converg.
 NK0607;SPC IA N     - 1,071,349.840 1,572,299.409   MT  0.99998766   +0 35 33.9
 NK0607;UTM  15      - 4,665,275.382   530,954.110   MT  0.99961179   +0 15 04.7
 NK0607
 NK0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0607!SPC IA N     -   0.99995451  x   0.99998766  =   0.99994218
 NK0607!UTM  15      -   0.99995451  x   0.99961179  =   0.99956632
 NK0607
 NK0607:                Primary Azimuth Mark                     Grid Az
 NK0607:SPC IA N     -  REBAR 1016                               351 45 43.3
 NK0607:UTM  15      -  REBAR 1016                               352 06 12.5
 NK0607
 NK0607|---------------------------------------------------------------------|
 NK0607| PID    Reference Object                     Distance      Geod. Az  |
 NK0607|                                                           dddmmss.s |
 NK0607| NK0608 REBAR 1016                          APPROX. 3.1 KM 3522117.2 |
 NK0607|---------------------------------------------------------------------|
 NK0607
 NK0607                          SUPERSEDED SURVEY CONTROL
 NK0607
 NK0607  NAD 83(1986)-  42 08 20.33946(N)    092 37 31.51169(W) AD(       ) 2
 NK0607  NAD 27      -  42 08 20.38178(N)    092 37 30.80908(W) AD(       ) 2
 NK0607  NGVD 29 (07/19/86)  321.7    (m)         1055.     (f) VERT ANG       
 NK0607
 NK0607.Superseded values are not recommended for survey control.
 NK0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0607.See file dsdata.txt to determine how the superseded data were derived.
 NK0607
 NK0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3095465275(NAD 83)
 NK0607_MARKER: I = METAL ROD
 NK0607_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0607_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0607
 NK0607  HISTORY     - Date     Condition        Report By
 NK0607  HISTORY     - 1970     MONUMENTED       USGS
 NK0607
 NK0607                          STATION DESCRIPTION
 NK0607
 NK0607'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 NK0607'STATION IS A REBAR DRIVEN INTO GRASS, 2 IN. BELOW THE SURFACE.  3
 NK0607'FT S. AND 12 FT W. OF A T-FENCE N. AT THE N. EDGE OF A CEMETERY,
 NK0607'T. 85 N., R. 15 W., ABOUT 300 FT N. OF THE W. SIXTEENTH
 NK0607'COR. BETWEEN SECS. 29 AND 32.
 NK0607'
 NK0607'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0601 ***********************************************************************
 NK0601  DESIGNATION -  REBAR 1132
 NK0601  PID         -  NK0601
 NK0601  STATE/COUNTY-  IA/TAMA
 NK0601  USGS QUAD   -  GLADBROOK SE (1971)
 NK0601
 NK0601                         *CURRENT SURVEY CONTROL
 NK0601  ___________________________________________________________________
 NK0601* NAD 83(1996)-  42 07 06.23894(N)    092 34 53.82713(W)     ADJUSTED  
 NK0601* NAVD 88     -       323.5    (meters)    1061.     (feet)  VERTCON   
 NK0601  ___________________________________________________________________
 NK0601  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 NK0601  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 NK0601
 NK0601  HORZ ORDER  -  SECOND
 NK0601
 NK0601.The horizontal coordinates were established by classical geodetic methods
 NK0601.and adjusted by the National Geodetic Survey in May 1999..
 NK0601
 NK0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0601
 NK0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0601
 NK0601.The geoid height was determined by GEOID03.
 NK0601
 NK0601;                    North         East     Units Scale Factor Converg.
 NK0601;SPC IA N     - 1,069,102.134 1,575,945.205   MT  0.99999101   +0 37 20.7
 NK0601;UTM  15      - 4,663,006.832   534,585.074   MT  0.99961472   +0 16 50.1
 NK0601
 NK0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0601!SPC IA N     -   0.99995422  x   0.99999101  =   0.99994524
 NK0601!UTM  15      -   0.99995422  x   0.99961472  =   0.99956896
 NK0601
 NK0601:                Primary Azimuth Mark                     Grid Az
 NK0601:SPC IA N     -  LANCE                                    359 24 16.7
 NK0601:UTM  15      -  LANCE                                    359 44 47.3
 NK0601
 NK0601|---------------------------------------------------------------------|
 NK0601| PID    Reference Object                     Distance      Geod. Az  |
 NK0601|                                                           dddmmss.s |
 NK0601| NK0598 LANCE                               APPROX. 4.9 KM 0000137.4 |
 NK0601|---------------------------------------------------------------------|
 NK0601
 NK0601                          SUPERSEDED SURVEY CONTROL
 NK0601
 NK0601  NAD 83(1986)-  42 07 06.24119(N)    092 34 53.82288(W) AD(       ) 2
 NK0601  NAD 27      -  42 07 06.27965(N)    092 34 53.12615(W) AD(       ) 2
 NK0601  NGVD 29 (07/19/86)  323.5    (m)         1061.     (f) VERT ANG       
 NK0601
 NK0601.Superseded values are not recommended for survey control.
 NK0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0601.See file dsdata.txt to determine how the superseded data were derived.
 NK0601
 NK0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3458563007(NAD 83)
 NK0601_MARKER: I = METAL ROD
 NK0601_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0601_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0601
 NK0601  HISTORY     - Date     Condition        Report By
 NK0601  HISTORY     - 1970     MONUMENTED       USGS
 NK0601
 NK0601                          STATION DESCRIPTION
 NK0601
 NK0601'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 NK0601'STATION IS A REBAR DRIVEN INTO A HWY. CUT BANK, 49 FT S. AND
 NK0601'43 FT W. CENTER HWY. AT DRIVE W., 5 FT S. AND 9 FT E. OF A
 NK0601'FENCE COR. SSE. AND WNW., T. 84 N., R. 15 W., ABOUT 0.35 MI
 NK0601'S. OF THE QUARTER COR. BETWEEN SECS. 3 AND 34.
 NK0601'
 NK0601'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0564 ***********************************************************************
 NK0564  DESIGNATION -  REBAR 1135
 NK0564  PID         -  NK0564
 NK0564  STATE/COUNTY-  IA/TAMA
 NK0564  USGS QUAD   -  CLUTIER (1971)
 NK0564
 NK0564                         *CURRENT SURVEY CONTROL
 NK0564  ___________________________________________________________________
 NK0564* NAD 83(1996)-  42 04 44.47163(N)    092 26 09.26550(W)     ADJUSTED  
 NK0564* NAVD 88     -       309.6    (meters)    1016.     (feet)  VERTCON   
 NK0564  ___________________________________________________________________
 NK0564  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 NK0564  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 NK0564
 NK0564  HORZ ORDER  -  SECOND
 NK0564
 NK0564.The horizontal coordinates were established by classical geodetic methods
 NK0564.and adjusted by the National Geodetic Survey in May 1999..
 NK0564
 NK0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0564
 NK0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0564
 NK0564.The geoid height was determined by GEOID03.
 NK0564
 NK0564;                    North         East     Units Scale Factor Converg.
 NK0564;SPC IA N     - 1,064,869.668 1,588,049.232   MT  0.99999778   +0 43 16.3
 NK0564;UTM  15      - 4,658,703.702   546,659.069   MT  0.99962679   +0 22 40.9
 NK0564
 NK0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0564!SPC IA N     -   0.99995638  x   0.99999778  =   0.99995416
 NK0564!UTM  15      -   0.99995638  x   0.99962679  =   0.99958319
 NK0564
 NK0564:                Primary Azimuth Mark                     Grid Az
 NK0564:SPC IA N     -  CARROLL                                  252 03 08.7
 NK0564:UTM  15      -  CARROLL                                  252 23 44.1
 NK0564
 NK0564|---------------------------------------------------------------------|
 NK0564| PID    Reference Object                     Distance      Geod. Az  |
 NK0564|                                                           dddmmss.s |
 NK0564| NK0565 CARROLL                             APPROX. 3.3 KM 2524625.0 |
 NK0564|---------------------------------------------------------------------|
 NK0564
 NK0564                          SUPERSEDED SURVEY CONTROL
 NK0564
 NK0564  NAD 83(1986)-  42 04 44.47190(N)    092 26 09.26381(W) AD(       ) 2
 NK0564  NAD 27      -  42 04 44.50116(N)    092 26 08.58523(W) AD(       ) 2
 NK0564  NGVD 29 (07/19/86)  309.6    (m)         1016.     (f) VERT ANG       
 NK0564
 NK0564.Superseded values are not recommended for survey control.
 NK0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0564.See file dsdata.txt to determine how the superseded data were derived.
 NK0564
 NK0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4665958704(NAD 83)
 NK0564_MARKER: I = METAL ROD
 NK0564_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0564_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0564
 NK0564  HISTORY     - Date     Condition        Report By
 NK0564  HISTORY     - 1970     MONUMENTED       USGS
 NK0564
 NK0564                          STATION DESCRIPTION
 NK0564
 NK0564'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 NK0564'STATION IS A REBAR DRIVEN 2 IN. BELOW THE SURFACE OF SHOULDER
 NK0564'OF RD., ON A PROMINENT RIDGE, 8 FT S. CENTER RD. AND ABOUT 200
 NK0564'FT W. CENTER OF CROSSROADS, T. 84 N, R. 14 W., ABOUT 200 FT W. OF
 NK0564'THE COR. OF SECS. 13, 14, 23 AND 24.
 NK0564'
 NK0564'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0562 ***********************************************************************
 NK0562  DESIGNATION -  REBAR 1137
 NK0562  PID         -  NK0562
 NK0562  STATE/COUNTY-  IA/TAMA
 NK0562  USGS QUAD   -  ELBERON (1971)
 NK0562
 NK0562                         *CURRENT SURVEY CONTROL
 NK0562  ___________________________________________________________________
 NK0562* NAD 83(1996)-  42 04 47.47924(N)    092 18 31.37046(W)     ADJUSTED  
 NK0562* NAVD 88     -       279.8    (meters)     918.     (feet)  VERTCON   
 NK0562  ___________________________________________________________________
 NK0562  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 NK0562  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 NK0562
 NK0562  HORZ ORDER  -  SECOND
 NK0562
 NK0562.The horizontal coordinates were established by classical geodetic methods
 NK0562.and adjusted by the National Geodetic Survey in May 1999..
 NK0562
 NK0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0562
 NK0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0562
 NK0562.The geoid height was determined by GEOID03.
 NK0562
 NK0562;                    North         East     Units Scale Factor Converg.
 NK0562;SPC IA N     - 1,065,102.848 1,598,571.958   MT  0.99999763   +0 48 26.6
 NK0562;UTM  15      - 4,658,873.707   557,179.170   MT  0.99964023   +0 27 47.8
 NK0562
 NK0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0562!SPC IA N     -   0.99996104  x   0.99999763  =   0.99995867
 NK0562!UTM  15      -   0.99996104  x   0.99964023  =   0.99960129
 NK0562
 NK0562:                Primary Azimuth Mark                     Grid Az
 NK0562:SPC IA N     -  CLUTIER                                  268 11 48.6
 NK0562:UTM  15      -  CLUTIER                                  268 32 27.4
 NK0562
 NK0562|---------------------------------------------------------------------|
 NK0562| PID    Reference Object                     Distance      Geod. Az  |
 NK0562|                                                           dddmmss.s |
 NK0562| NK0563 CLUTIER                             APPROX. 5.0 KM 2690015.2 |
 NK0562|---------------------------------------------------------------------|
 NK0562
 NK0562                          SUPERSEDED SURVEY CONTROL
 NK0562
 NK0562  NAD 83(1986)-  42 04 47.47825(N)    092 18 31.36935(W) AD(       ) 2
 NK0562  NAD 27      -  42 04 47.50069(N)    092 18 30.70572(W) AD(       ) 2
 NK0562  NGVD 29 (07/19/86)  279.8    (m)          918.     (f) VERT ANG       
 NK0562
 NK0562.Superseded values are not recommended for survey control.
 NK0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0562.See file dsdata.txt to determine how the superseded data were derived.
 NK0562
 NK0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5717958874(NAD 83)
 NK0562_MARKER: I = METAL ROD
 NK0562_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0562_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0562
 NK0562  HISTORY     - Date     Condition        Report By
 NK0562  HISTORY     - 1970     MONUMENTED       USGS
 NK0562
 NK0562                          STATION DESCRIPTION
 NK0562
 NK0562'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0562'STATION IS A REBAR DRIVEN 2 IN. BELOW SURFACE, ABOUT 150 FT
 NK0562'N. CENTER RD. AND 1.5 FT W. OF THE W. CEMETERY FENCE LINE ON A
 NK0562'PROMINENT KNOLL, T. 84 N., R. 13 W., ABOUT 150 FT N. OF THE
 NK0562'QUARTER COR. BETWEEN SECS. 13 AND 24.
 NK0562'
 NK0562'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0600 ***********************************************************************
 NK0600  DESIGNATION -  REBAR 1151
 NK0600  PID         -  NK0600
 NK0600  STATE/COUNTY-  IA/TAMA
 NK0600  USGS QUAD   -  GLADBROOK SE (1971)
 NK0600
 NK0600                         *CURRENT SURVEY CONTROL
 NK0600  ___________________________________________________________________
 NK0600* NAD 83(1996)-  42 02 09.82665(N)    092 33 43.15632(W)     ADJUSTED  
 NK0600* NAVD 88     -       310.3    (meters)    1018.     (feet)  VERTCON   
 NK0600  ___________________________________________________________________
 NK0600  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 NK0600  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 NK0600
 NK0600  HORZ ORDER  -  SECOND
 NK0600
 NK0600.The horizontal coordinates were established by classical geodetic methods
 NK0600.and adjusted by the National Geodetic Survey in May 1999..
 NK0600
 NK0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0600
 NK0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0600
 NK0600.The geoid height was determined by GEOID03.
 NK0600
 NK0600;                    North         East     Units Scale Factor Converg.
 NK0600;SPC IA N     - 1,059,975.001 1,577,669.973   MT  1.00000570   +0 38 08.6
 NK0600;UTM  15      - 4,653,873.060   536,254.671   MT  0.99961617   +0 17 35.9
 NK0600
 NK0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0600!SPC IA N     -   0.99995630  x   1.00000570  =   0.99996200
 NK0600!UTM  15      -   0.99995630  x   0.99961617  =   0.99957248
 NK0600
 NK0600:                Primary Azimuth Mark                     Grid Az
 NK0600:SPC IA N     -  HOWARD                                   359 30 33.9
 NK0600:UTM  15      -  HOWARD                                   359 51 06.6
 NK0600
 NK0600|---------------------------------------------------------------------|
 NK0600| PID    Reference Object                     Distance      Geod. Az  |
 NK0600|                                                           dddmmss.s |
 NK0600| NK0599 HOWARD                              APPROX. 4.3 KM 0000842.5 |
 NK0600|---------------------------------------------------------------------|
 NK0600
 NK0600                          SUPERSEDED SURVEY CONTROL
 NK0600
 NK0600  NAD 83(1986)-  42 02 09.83037(N)    092 33 43.15556(W) AD(       ) 2
 NK0600  NAD 27      -  42 02 09.86377(N)    092 33 42.46386(W) AD(       ) 2
 NK0600  NGVD 29 (07/19/86)  310.3    (m)         1018.     (f) VERT ANG       
 NK0600
 NK0600.Superseded values are not recommended for survey control.
 NK0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0600.See file dsdata.txt to determine how the superseded data were derived.
 NK0600
 NK0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3625553873(NAD 83)
 NK0600_MARKER: I = METAL ROD
 NK0600_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0600_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0600
 NK0600  HISTORY     - Date     Condition        Report By
 NK0600  HISTORY     - 1970     MONUMENTED       USGS
 NK0600
 NK0600                          STATION DESCRIPTION
 NK0600
 NK0600'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 NK0600'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE GROUND,
 NK0600'25 FT N. AND 18 FT W. OF CENTER OF CROSSROADS, T. 83 AND 84 N.,
 NK0600'R. 15 W., NEAR THE QUARTER COR. BETWEEN SECS. 2 AND 35.
 NK0600'
 NK0600'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0580 ***********************************************************************
 NK0580  DESIGNATION -  REBAR 1202
 NK0580  PID         -  NK0580
 NK0580  STATE/COUNTY-  IA/BLACK HAWK
 NK0580  USGS QUAD   -  BUCKINGHAM (1972)
 NK0580
 NK0580                         *CURRENT SURVEY CONTROL
 NK0580  ___________________________________________________________________
 NK0580* NAD 83(1996)-  42 19 15.87058(N)    092 29 41.17498(W)     ADJUSTED  
 NK0580* NAVD 88     -       311.2    (meters)    1021.     (feet)  VERTCON   
 NK0580  ___________________________________________________________________
 NK0580  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 NK0580  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 NK0580
 NK0580  HORZ ORDER  -  SECOND
 NK0580
 NK0580.The horizontal coordinates were established by classical geodetic methods
 NK0580.and adjusted by the National Geodetic Survey in May 1999..
 NK0580
 NK0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0580
 NK0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0580
 NK0580.The geoid height was determined by GEOID03.
 NK0580
 NK0580;                    North         East     Units Scale Factor Converg.
 NK0580;SPC IA N     - 1,091,694.410 1,582,859.050   MT  0.99996356   +0 40 52.6
 NK0580;UTM  15      - 4,685,549.415   541,630.932   MT  0.99962132   +0 20 24.6
 NK0580
 NK0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0580!SPC IA N     -   0.99995614  x   0.99996356  =   0.99991970
 NK0580!UTM  15      -   0.99995614  x   0.99962132  =   0.99957747
 NK0580
 NK0580:                Primary Azimuth Mark                     Grid Az
 NK0580:SPC IA N     -  BLACK                                    294 51 54.0
 NK0580:UTM  15      -  BLACK                                    295 12 22.0
 NK0580
 NK0580|---------------------------------------------------------------------|
 NK0580| PID    Reference Object                     Distance      Geod. Az  |
 NK0580|                                                           dddmmss.s |
 NK0580| NK0586 BLACK                               APPROX. 1.8 KM 2953246.6 |
 NK0580|---------------------------------------------------------------------|
 NK0580
 NK0580                          SUPERSEDED SURVEY CONTROL
 NK0580
 NK0580  NAD 83(1996)-  42 19 15.87002(N)    092 29 41.17015(W) AD(       ) 2
 NK0580  NAD 83(1986)-  42 19 15.86897(N)    092 29 41.16859(W) AD(       ) 2
 NK0580  NAD 27      -  42 19 15.91344(N)    092 29 40.47681(W) AD(       ) 2
 NK0580  NGVD 29 (07/19/86)  311.2    (m)         1021.     (f) VERT ANG       
 NK0580
 NK0580.Superseded values are not recommended for survey control.
 NK0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0580.See file dsdata.txt to determine how the superseded data were derived.
 NK0580
 NK0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4163185549(NAD 83)
 NK0580_MARKER: I = METAL ROD
 NK0580_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0580_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0580
 NK0580  HISTORY     - Date     Condition        Report By
 NK0580  HISTORY     - 1970     MONUMENTED       USGS
 NK0580
 NK0580                          STATION DESCRIPTION
 NK0580
 NK0580'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0580'THE STATION IS A REBAR DRIVEN 2 IN. BELOW THE SURFACE ON THE
 NK0580'SHOULDER OF THE RD., ON A PROMINENT RIDGE, 21 FT N. AND 11 FT
 NK0580'E. CENTER RD. AT FENCE W., T. 87 N., R. 14 W., ABOUT 0.35 MI
 NK0580'S. OF THE COR. OF SECS. 20, 21, 32 AND 33.
 NK0580'
 NK0580'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0577 ***********************************************************************
 NK0577  DESIGNATION -  REBAR 1204
 NK0577  PID         -  NK0577
 NK0577  STATE/COUNTY-  IA/BLACK HAWK
 NK0577  USGS QUAD   -  BUCKINGHAM (1972)
 NK0577
 NK0577                         *CURRENT SURVEY CONTROL
 NK0577  ___________________________________________________________________
 NK0577* NAD 83(1996)-  42 19 34.85233(N)    092 24 11.63957(W)     ADJUSTED  
 NK0577* NAVD 88     -       306.0    (meters)    1004.     (feet)  VERTCON   
 NK0577  ___________________________________________________________________
 NK0577  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 NK0577  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 NK0577
 NK0577  HORZ ORDER  -  SECOND
 NK0577
 NK0577.The horizontal coordinates were established by classical geodetic methods
 NK0577.and adjusted by the National Geodetic Survey in May 1999..
 NK0577
 NK0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0577
 NK0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0577
 NK0577.The geoid height was determined by GEOID03.
 NK0577
 NK0577;                    North         East     Units Scale Factor Converg.
 NK0577;SPC IA N     - 1,092,373.833 1,590,396.311   MT  0.99996301   +0 44 36.0
 NK0577;UTM  15      - 4,686,183.713   549,169.558   MT  0.99962975   +0 24 06.6
 NK0577
 NK0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0577!SPC IA N     -   0.99995692  x   0.99996301  =   0.99991994
 NK0577!UTM  15      -   0.99995692  x   0.99962975  =   0.99958669
 NK0577
 NK0577:                Primary Azimuth Mark                     Grid Az
 NK0577:SPC IA N     -  VOORHIES                                 268 56 32.6
 NK0577:UTM  15      -  VOORHIES                                 269 17 02.0
 NK0577
 NK0577|---------------------------------------------------------------------|
 NK0577| PID    Reference Object                     Distance      Geod. Az  |
 NK0577|                                                           dddmmss.s |
 NK0577| NK0579 VOORHIES                            APPROX. 5.0 KM 2694108.6 |
 NK0577|---------------------------------------------------------------------|
 NK0577
 NK0577                          SUPERSEDED SURVEY CONTROL
 NK0577
 NK0577  NAD 83(1996)-  42 19 34.85180(N)    092 24 11.63510(W) AD(       ) 2
 NK0577  NAD 83(1986)-  42 19 34.84985(N)    092 24 11.63402(W) AD(       ) 2
 NK0577  NAD 27      -  42 19 34.89066(N)    092 24 10.95166(W) AD(       ) 2
 NK0577  NGVD 29 (07/19/86)  306.0    (m)         1004.     (f) VERT ANG       
 NK0577
 NK0577.Superseded values are not recommended for survey control.
 NK0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0577.See file dsdata.txt to determine how the superseded data were derived.
 NK0577
 NK0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4917086184(NAD 83)
 NK0577_MARKER: I = METAL ROD
 NK0577_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0577_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0577
 NK0577  HISTORY     - Date     Condition        Report By
 NK0577  HISTORY     - 1970     MONUMENTED       USGS
 NK0577
 NK0577                          STATION DESCRIPTION
 NK0577
 NK0577'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0577'STATION IS A REBAR DRIVEN 2 IN. BELOW THE SURFACE IN THE SHOULDER
 NK0577'OF THE RD. ON A PROMINENT RIDGE, 11 FT N. AND 28 FT E. CENTER
 NK0577'RD. AT DRIVE S., T. 87 N., R. 13 W., ABOUT 500 FT W. OF THE
 NK0577'E. SIXTEENTH COR. BETWEEN SECS. 19 AND 30.
 NK0577'
 NK0577'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0575 ***********************************************************************
 NK0575  DESIGNATION -  REBAR 1206
 NK0575  PID         -  NK0575
 NK0575  STATE/COUNTY-  IA/BLACK HAWK
 NK0575  USGS QUAD   -  EAGLE CENTER (1972)
 NK0575
 NK0575                         *CURRENT SURVEY CONTROL
 NK0575  ___________________________________________________________________
 NK0575* NAD 83(1996)-  42 19 35.55448(N)    092 17 06.64089(W)     ADJUSTED  
 NK0575* NAVD 88     -       289.1    (meters)     948.     (feet)  VERTCON   
 NK0575  ___________________________________________________________________
 NK0575  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 NK0575  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 NK0575
 NK0575  HORZ ORDER  -  SECOND
 NK0575
 NK0575.The horizontal coordinates were established by classical geodetic methods
 NK0575.and adjusted by the National Geodetic Survey in May 1999..
 NK0575
 NK0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0575
 NK0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0575
 NK0575.The geoid height was determined by GEOID03.
 NK0575
 NK0575;                    North         East     Units Scale Factor Converg.
 NK0575;SPC IA N     - 1,092,528.523 1,600,125.556   MT  0.99996299   +0 49 24.0
 NK0575;UTM  15      - 4,686,280.340   558,896.371   MT  0.99964268   +0 28 52.8
 NK0575
 NK0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0575!SPC IA N     -   0.99995955  x   0.99996299  =   0.99992254
 NK0575!UTM  15      -   0.99995955  x   0.99964268  =   0.99960224
 NK0575
 NK0575:                Primary Azimuth Mark                     Grid Az
 NK0575:SPC IA N     -  EAGLE                                    269 11 53.6
 NK0575:UTM  15      -  EAGLE                                    269 32 24.8
 NK0575
 NK0575|---------------------------------------------------------------------|
 NK0575| PID    Reference Object                     Distance      Geod. Az  |
 NK0575|                                                           dddmmss.s |
 NK0575| NK0576 EAGLE                               APPROX. 4.4 KM 2700117.6 |
 NK0575|---------------------------------------------------------------------|
 NK0575
 NK0575                          SUPERSEDED SURVEY CONTROL
 NK0575
 NK0575  NAD 83(1996)-  42 19 35.55346(N)    092 17 06.63659(W) AD(       ) 2
 NK0575  NAD 83(1986)-  42 19 35.55097(N)    092 17 06.63689(W) AD(       ) 2
 NK0575  NAD 27      -  42 19 35.58394(N)    092 17 05.96672(W) AD(       ) 2
 NK0575  NGVD 29 (07/19/86)  289.1    (m)          948.     (f) VERT ANG       
 NK0575
 NK0575.Superseded values are not recommended for survey control.
 NK0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0575.See file dsdata.txt to determine how the superseded data were derived.
 NK0575
 NK0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5889686280(NAD 83)
 NK0575_MARKER: I = METAL ROD
 NK0575_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0575_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0575
 NK0575  HISTORY     - Date     Condition        Report By
 NK0575  HISTORY     - 1970     MONUMENTED       USGS
 NK0575
 NK0575                          STATION DESCRIPTION
 NK0575
 NK0575'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 NK0575'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE ON TOP OF A
 NK0575'PROMINENT RIDGE, 32 FT S. AND 12 FT W. CENTER RD. AT FIELD
 NK0575'ENTRANCE S., T. 87 N., R. 12 W., ABOUT 0.2 MI W. OF THE COR. OF
 NK0575'SECS. 19, 20, 29 AND 30.
 NK0575'
 NK0575'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0574 ***********************************************************************
 NK0574  DESIGNATION -  REBAR 1208
 NK0574  PID         -  NK0574
 NK0574  STATE/COUNTY-  IA/BLACK HAWK
 NK0574  USGS QUAD   -  EAGLE CENTER (1972)
 NK0574
 NK0574                         *CURRENT SURVEY CONTROL
 NK0574  ___________________________________________________________________
 NK0574* NAD 83(1996)-  42 20 28.35110(N)    092 15 53.73751(W)     ADJUSTED  
 NK0574* NAVD 88     -       277.5    (meters)     910.     (feet)  VERTCON   
 NK0574  ___________________________________________________________________
 NK0574  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 NK0574  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 NK0574
 NK0574  HORZ ORDER  -  SECOND
 NK0574
 NK0574.The horizontal coordinates were established by classical geodetic methods
 NK0574.and adjusted by the National Geodetic Survey in May 1999..
 NK0574
 NK0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0574
 NK0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0574
 NK0574.The geoid height was determined by GEOID03.
 NK0574
 NK0574;                    North         East     Units Scale Factor Converg.
 NK0574;SPC IA N     - 1,094,181.538 1,601,770.721   MT  0.99996151   +0 50 13.4
 NK0574;UTM  15      - 4,687,922.983   560,550.846   MT  0.99964511   +0 29 42.4
 NK0574
 NK0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0574!SPC IA N     -   0.99996136  x   0.99996151  =   0.99992287
 NK0574!UTM  15      -   0.99996136  x   0.99964511  =   0.99960649
 NK0574
 NK0574:                Primary Azimuth Mark                     Grid Az
 NK0574:SPC IA N     -  PORTE                                    135 39 32.6
 NK0574:UTM  15      -  PORTE                                    136 00 03.6
 NK0574
 NK0574|---------------------------------------------------------------------|
 NK0574| PID    Reference Object                     Distance      Geod. Az  |
 NK0574|                                                           dddmmss.s |
 NK0574| NK0536 PORTE                               APPROX. 2.8 KM 1362946.0 |
 NK0574|---------------------------------------------------------------------|
 NK0574
 NK0574                          SUPERSEDED SURVEY CONTROL
 NK0574
 NK0574  NAD 83(1996)-  42 20 28.34999(N)    092 15 53.73364(W) AD(       ) 2
 NK0574  NAD 83(1986)-  42 20 28.34754(N)    092 15 53.73435(W) AD(       ) 2
 NK0574  NAD 27      -  42 20 28.38025(N)    092 15 53.06613(W) AD(       ) 2
 NK0574  NGVD 29 (07/19/86)  277.5    (m)          910.     (f) VERT ANG       
 NK0574
 NK0574.Superseded values are not recommended for survey control.
 NK0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0574.See file dsdata.txt to determine how the superseded data were derived.
 NK0574
 NK0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG6055187923(NAD 83)
 NK0574_MARKER: I = METAL ROD
 NK0574_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0574_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0574
 NK0574  HISTORY     - Date     Condition        Report By
 NK0574  HISTORY     - 1970     MONUMENTED       USGS
 NK0574
 NK0574                          STATION DESCRIPTION
 NK0574
 NK0574'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0574'STATION IS A REBAR DRIVEN 2 IN. BELOW THE SURFACE OF SHOULDER OF
 NK0574'RD. ON A SLIGHT RISE, 15 FT N. AND 55 FT W. CENTER RD. AT FENCE
 NK0574'S., T. 87 N., R. 12 W., ABOUT 55 FT W. OF THE E. SIXTEENTH
 NK0574'COR. BETWEEN SECS. 17 AND 20.
 NK0574'
 NK0574'BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0538 ***********************************************************************
 NK0538  DESIGNATION -  REBAR 1210
 NK0538  PID         -  NK0538
 NK0538  STATE/COUNTY-  IA/BLACK HAWK
 NK0538  USGS QUAD   -  GILBERTVILLE (1971)
 NK0538
 NK0538                         *CURRENT SURVEY CONTROL
 NK0538  ___________________________________________________________________
 NK0538* NAD 83(1996)-  42 28 06.94093(N)    092 12 07.70122(W)     ADJUSTED  
 NK0538* NAVD 88     -       277.9    (meters)     912.     (feet)  VERTCON   
 NK0538  ___________________________________________________________________
 NK0538  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 NK0538  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 NK0538
 NK0538  HORZ ORDER  -  SECOND
 NK0538
 NK0538.The horizontal coordinates were established by classical geodetic methods
 NK0538.and adjusted by the National Geodetic Survey in May 1999..
 NK0538
 NK0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0538
 NK0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0538
 NK0538.The geoid height was determined by GEOID03.
 NK0538
 NK0538;                    North         East     Units Scale Factor Converg.
 NK0538;SPC IA N     - 1,108,406.946 1,606,726.862   MT  0.99995137   +0 52 46.6
 NK0538;UTM  15      - 4,702,114.245   565,590.122   MT  0.99965293   +0 32 19.4
 NK0538
 NK0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0538!SPC IA N     -   0.99996128  x   0.99995137  =   0.99991265
 NK0538!UTM  15      -   0.99996128  x   0.99965293  =   0.99961422
 NK0538
 NK0538:                Primary Azimuth Mark                     Grid Az
 NK0538:SPC IA N     -  ELK                                      088 29 55.1
 NK0538:UTM  15      -  ELK                                      088 50 22.3
 NK0538
 NK0538|---------------------------------------------------------------------|
 NK0538| PID    Reference Object                     Distance      Geod. Az  |
 NK0538|                                                           dddmmss.s |
 NK0538| NK0537 ELK                                 APPROX. 2.1 KM 0892241.7 |
 NK0538|---------------------------------------------------------------------|
 NK0538
 NK0538                          SUPERSEDED SURVEY CONTROL
 NK0538
 NK0538  NAD 83(1996)-  42 28 06.94018(N)    092 12 07.70025(W) AD(       ) 2
 NK0538  NAD 83(1986)-  42 28 06.93765(N)    092 12 07.69747(W) AD(       ) 2
 NK0538  NAD 27      -  42 28 06.97879(N)    092 12 07.04335(W) AD(       ) 2
 NK0538  NGVD 29 (07/19/86)  277.9    (m)          912.     (f) VERT ANG       
 NK0538
 NK0538.Superseded values are not recommended for survey control.
 NK0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0538.See file dsdata.txt to determine how the superseded data were derived.
 NK0538
 NK0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH6559002114(NAD 83)
 NK0538_MARKER: I = METAL ROD
 NK0538_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0538_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0538
 NK0538  HISTORY     - Date     Condition        Report By
 NK0538  HISTORY     - 1970     MONUMENTED       USGS
 NK0538
 NK0538                          STATION DESCRIPTION
 NK0538
 NK0538'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0538'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE GROUND,
 NK0538'58 FT S. OF CENTER OF HWY., 45 FT E. OF TOP OF S. CUTBANK, 13 FT
 NK0538'N. OF S. RIGHT-OF-WAY FENCE, T. 88 N., R. 12 W., ABOUT 0.1 MI
 NK0538'W. OF THE N. COR. OF SECS. 1 AND 2.
 NK0538'
 NK0538'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0526 ***********************************************************************
 NK0526  DESIGNATION -  REBAR 1221
 NK0526  PID         -  NK0526
 NK0526  STATE/COUNTY-  IA/BLACK HAWK
 NK0526  USGS QUAD   -  JESUP (1971)
 NK0526
 NK0526                         *CURRENT SURVEY CONTROL
 NK0526  ___________________________________________________________________
 NK0526* NAD 83(1996)-  42 27 23.98102(N)    092 06 37.18625(W)     ADJUSTED  
 NK0526* NAVD 88     -       299.9    (meters)     984.     (feet)  VERTCON   
 NK0526  ___________________________________________________________________
 NK0526  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 NK0526  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 NK0526
 NK0526  HORZ ORDER  -  SECOND
 NK0526
 NK0526.The horizontal coordinates were established by classical geodetic methods
 NK0526.and adjusted by the National Geodetic Survey in May 1999..
 NK0526
 NK0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0526
 NK0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0526
 NK0526.The geoid height was determined by GEOID03.
 NK0526
 NK0526;                    North         East     Units Scale Factor Converg.
 NK0526;SPC IA N     - 1,107,201.616 1,614,297.772   MT  0.99995212   +0 56 30.6
 NK0526;UTM  15      - 4,700,864.233   573,151.510   MT  0.99966584   +0 36 02.1
 NK0526
 NK0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0526!SPC IA N     -   0.99995781  x   0.99995212  =   0.99990994
 NK0526!UTM  15      -   0.99995781  x   0.99966584  =   0.99962367
 NK0526
 NK0526:                Primary Azimuth Mark                     Grid Az
 NK0526:SPC IA N     -  ELK                                      282 59 43.2
 NK0526:UTM  15      -  ELK                                      283 20 11.7
 NK0526
 NK0526|---------------------------------------------------------------------|
 NK0526| PID    Reference Object                     Distance      Geod. Az  |
 NK0526|                                                           dddmmss.s |
 NK0526| NK0537 ELK                                 APPROX. 5.6 KM 2835613.8 |
 NK0526|---------------------------------------------------------------------|
 NK0526
 NK0526                          SUPERSEDED SURVEY CONTROL
 NK0526
 NK0526  NAD 83(1996)-  42 27 23.97960(N)    092 06 37.18571(W) AD(       ) 2
 NK0526  NAD 83(1986)-  42 27 23.97645(N)    092 06 37.18363(W) AD(       ) 2
 NK0526  NAD 27      -  42 27 24.01899(N)    092 06 36.53954(W) AD(       ) 2
 NK0526  NGVD 29 (07/19/86)  299.9    (m)          984.     (f) VERT ANG       
 NK0526
 NK0526.Superseded values are not recommended for survey control.
 NK0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0526.See file dsdata.txt to determine how the superseded data were derived.
 NK0526
 NK0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7315200864(NAD 83)
 NK0526_MARKER: I = METAL ROD
 NK0526_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0526_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0526
 NK0526  HISTORY     - Date     Condition        Report By
 NK0526  HISTORY     - 1970     MONUMENTED       USGS
 NK0526
 NK0526                          STATION DESCRIPTION
 NK0526
 NK0526'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0526'THE STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF RD., 10
 NK0526'FT S. AND 98 FT W. OF CENTER OF RD. AT DRIVE N., T. 88 N., R. 11
 NK0526'W., ABOUT 0.4 MI W. OF THE COR. OF SECS. 2, 3, 10 AND 11.
 NK0526'
 NK0526'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0525 ***********************************************************************
 NK0525  DESIGNATION -  REBAR 1222
 NK0525  PID         -  NK0525
 NK0525  STATE/COUNTY-  IA/BUCHANAN
 NK0525  USGS QUAD   -  JESUP (1971)
 NK0525
 NK0525                         *CURRENT SURVEY CONTROL
 NK0525  ___________________________________________________________________
 NK0525* NAD 83(1996)-  42 27 24.82030(N)    092 02 29.38415(W)     ADJUSTED  
 NK0525* NAVD 88     -       296.2    (meters)     972.     (feet)  VERTCON   
 NK0525  ___________________________________________________________________
 NK0525  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 NK0525  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 NK0525
 NK0525  HORZ ORDER  -  SECOND
 NK0525
 NK0525.The horizontal coordinates were established by classical geodetic methods
 NK0525.and adjusted by the National Geodetic Survey in May 1999..
 NK0525
 NK0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0525
 NK0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0525
 NK0525.The geoid height was determined by GEOID03.
 NK0525
 NK0525;                    North         East     Units Scale Factor Converg.
 NK0525;SPC IA N     - 1,107,322.876 1,619,958.236   MT  0.99995210   +0 59 18.6
 NK0525;UTM  15      - 4,700,951.744   578,811.006   MT  0.99967642   +0 38 49.4
 NK0525
 NK0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0525!SPC IA N     -   0.99995839  x   0.99995210  =   0.99991049
 NK0525!UTM  15      -   0.99995839  x   0.99967642  =   0.99963482
 NK0525
 NK0525:                Primary Azimuth Mark                     Grid Az
 NK0525:SPC IA N     -  BUCHANAN                                 178 51 57.9
 NK0525:UTM  15      -  BUCHANAN                                 179 12 27.1
 NK0525
 NK0525|---------------------------------------------------------------------|
 NK0525| PID    Reference Object                     Distance      Geod. Az  |
 NK0525|                                                           dddmmss.s |
 NK0525| NK0520 BUCHANAN                            APPROX. 1.7 KM 1795116.5 |
 NK0525|---------------------------------------------------------------------|
 NK0525
 NK0525                          SUPERSEDED SURVEY CONTROL
 NK0525
 NK0525  NAD 83(1996)-  42 27 24.81809(N)    092 02 29.38368(W) AD(       ) 2
 NK0525  NAD 83(1986)-  42 27 24.81440(N)    092 02 29.38241(W) AD(       ) 2
 NK0525  NAD 27      -  42 27 24.85867(N)    092 02 28.74567(W) AD(       ) 2
 NK0525  NGVD 29 (07/19/86)  296.2    (m)          972.     (f) VERT ANG       
 NK0525
 NK0525.Superseded values are not recommended for survey control.
 NK0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0525.See file dsdata.txt to determine how the superseded data were derived.
 NK0525
 NK0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7881100952(NAD 83)
 NK0525_MARKER: I = METAL ROD
 NK0525_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0525_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0525
 NK0525  HISTORY     - Date     Condition        Report By
 NK0525  HISTORY     - 1970     MONUMENTED       USGS
 NK0525
 NK0525                          STATION DESCRIPTION
 NK0525
 NK0525'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0525'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE GROUND,
 NK0525'11 FT S. AND 6 FT E. OF CENTER OF RD. AT FIELD ENTRANCE S., T. 88
 NK0525'N., R. 10 W., ABOUT 0.2 MI E. OF THE COR. OF SECS. 5, 6, 7 AND 8.
 NK0525'
 NK0525'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0524 ***********************************************************************
 NK0524  DESIGNATION -  REBAR 1224
 NK0524  PID         -  NK0524
 NK0524  STATE/COUNTY-  IA/BUCHANAN
 NK0524  USGS QUAD   -  JESUP (1971)
 NK0524
 NK0524                         *CURRENT SURVEY CONTROL
 NK0524  ___________________________________________________________________
 NK0524* NAD 83(1996)-  42 26 33.51357(N)    092 00 24.47635(W)     ADJUSTED  
 NK0524* NAVD 88     -       297.4    (meters)     976.     (feet)  VERTCON   
 NK0524  ___________________________________________________________________
 NK0524  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 NK0524  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 NK0524
 NK0524  HORZ ORDER  -  SECOND
 NK0524
 NK0524.The horizontal coordinates were established by classical geodetic methods
 NK0524.and adjusted by the National Geodetic Survey in May 1999..
 NK0524
 NK0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0524
 NK0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0524
 NK0524.The geoid height was determined by GEOID03.
 NK0524
 NK0524;                    North         East     Units Scale Factor Converg.
 NK0524;SPC IA N     - 1,105,789.891 1,622,839.610   MT  0.99995304   +1 00 43.2
 NK0524;UTM  15      - 4,699,402.033   581,682.404   MT  0.99968209   +0 40 13.1
 NK0524
 NK0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0524!SPC IA N     -   0.99995819  x   0.99995304  =   0.99991124
 NK0524!UTM  15      -   0.99995819  x   0.99968209  =   0.99964030
 NK0524
 NK0524:                Primary Azimuth Mark                     Grid Az
 NK0524:SPC IA N     -  BUCHANAN                                 267 37 06.3
 NK0524:UTM  15      -  BUCHANAN                                 267 57 36.4
 NK0524
 NK0524|---------------------------------------------------------------------|
 NK0524| PID    Reference Object                     Distance      Geod. Az  |
 NK0524|                                                           dddmmss.s |
 NK0524| NK0520 BUCHANAN                            APPROX. 2.9 KM 2683749.5 |
 NK0524|---------------------------------------------------------------------|
 NK0524
 NK0524                          SUPERSEDED SURVEY CONTROL
 NK0524
 NK0524  NAD 83(1996)-  42 26 33.51107(N)    092 00 24.47605(W) AD(       ) 2
 NK0524  NAD 83(1986)-  42 26 33.50742(N)    092 00 24.47459(W) AD(       ) 2
 NK0524  NAD 27      -  42 26 33.55191(N)    092 00 23.84155(W) AD(       ) 2
 NK0524  NGVD 29 (07/19/86)  297.4    (m)          976.     (f) VERT ANG       
 NK0524
 NK0524.Superseded values are not recommended for survey control.
 NK0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0524.See file dsdata.txt to determine how the superseded data were derived.
 NK0524
 NK0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG8168299402(NAD 83)
 NK0524_MARKER: I = METAL ROD
 NK0524_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0524_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0524
 NK0524  HISTORY     - Date     Condition        Report By
 NK0524  HISTORY     - 1970     MONUMENTED       USGS
 NK0524
 NK0524                          STATION DESCRIPTION
 NK0524
 NK0524'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0524'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE RD., 28
 NK0524'FT S. AND 19 FT W. OF CENTER OF CROSSROADS, T. 88 N., R. 10
 NK0524'W., NEAR THE COR. OF SECS. 9, 10, 15 AND 16.
 NK0524'
 NK0524'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0522 ***********************************************************************
 NK0522  DESIGNATION -  REBAR 1225
 NK0522  PID         -  NK0522
 NK0522  STATE/COUNTY-  IA/BUCHANAN
 NK0522  USGS QUAD   -  JESUP (1971)
 NK0522
 NK0522                         *CURRENT SURVEY CONTROL
 NK0522  ___________________________________________________________________
 NK0522* NAD 83(1996)-  42 25 18.83350(N)    092 00 22.63122(W)     ADJUSTED  
 NK0522* NAVD 88     -       296.0    (meters)     971.     (feet)  VERTCON   
 NK0522  ___________________________________________________________________
 NK0522  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 NK0522  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 NK0522
 NK0522  HORZ ORDER  -  SECOND
 NK0522
 NK0522.The horizontal coordinates were established by classical geodetic methods
 NK0522.and adjusted by the National Geodetic Survey in May 1999..
 NK0522
 NK0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0522
 NK0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0522
 NK0522.The geoid height was determined by GEOID03.
 NK0522
 NK0522;                    North         East     Units Scale Factor Converg.
 NK0522;SPC IA N     - 1,103,486.772 1,622,922.481   MT  0.99995452   +1 00 44.5
 NK0522;UTM  15      - 4,697,099.086   581,751.514   MT  0.99968223   +0 40 13.4
 NK0522
 NK0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0522!SPC IA N     -   0.99995841  x   0.99995452  =   0.99991294
 NK0522!UTM  15      -   0.99995841  x   0.99968223  =   0.99964066
 NK0522
 NK0522:                Primary Azimuth Mark                     Grid Az
 NK0522:SPC IA N     -  REBAR 1224                               357 56 21.3
 NK0522:UTM  15      -  REBAR 1224                               358 16 52.4
 NK0522
 NK0522|---------------------------------------------------------------------|
 NK0522| PID    Reference Object                     Distance      Geod. Az  |
 NK0522|                                                           dddmmss.s |
 NK0522| NK0524 REBAR 1224                          APPROX. 2.3 KM 3585705.8 |
 NK0522|---------------------------------------------------------------------|
 NK0522
 NK0522                          SUPERSEDED SURVEY CONTROL
 NK0522
 NK0522  NAD 83(1996)-  42 25 18.83095(N)    092 00 22.63098(W) AD(       ) 2
 NK0522  NAD 83(1986)-  42 25 18.82762(N)    092 00 22.62940(W) AD(       ) 2
 NK0522  NAD 27      -  42 25 18.87096(N)    092 00 21.99562(W) AD(       ) 2
 NK0522  NGVD 29 (07/19/86)  296.0    (m)          971.     (f) VERT ANG       
 NK0522
 NK0522.Superseded values are not recommended for survey control.
 NK0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0522.See file dsdata.txt to determine how the superseded data were derived.
 NK0522
 NK0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG8175297099(NAD 83)
 NK0522_MARKER: I = METAL ROD
 NK0522_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0522_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0522
 NK0522  HISTORY     - Date     Condition        Report By
 NK0522  HISTORY     - 1970     MONUMENTED       USGS
 NK0522
 NK0522                          STATION DESCRIPTION
 NK0522
 NK0522'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0522'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE RD., 120
 NK0522'FT N. AND 9 FT E. OF CENTER OF RD. AT N. DRIVE OF TWO W., T. 88
 NK0522'N., R. 10 W, ABOUT 0.45 MI S. OF THE COR. OF SECS. 15, 16, 21 AND
 NK0522'22.
 NK0522'
 NK0522'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0523 ***********************************************************************
 NK0523  DESIGNATION -  REBAR 1226
 NK0523  PID         -  NK0523
 NK0523  STATE/COUNTY-  IA/BUCHANAN
 NK0523  USGS QUAD   -  JESUP (1971)
 NK0523
 NK0523                         *CURRENT SURVEY CONTROL
 NK0523  ___________________________________________________________________
 NK0523* NAD 83(1996)-  42 23 35.95858(N)    092 00 22.63390(W)     ADJUSTED  
 NK0523* NAVD 88     -       298.0    (meters)     978.     (feet)  VERTCON   
 NK0523  ___________________________________________________________________
 NK0523  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 NK0523  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 NK0523
 NK0523  HORZ ORDER  -  SECOND
 NK0523
 NK0523.The horizontal coordinates were established by classical geodetic methods
 NK0523.and adjusted by the National Geodetic Survey in May 1999..
 NK0523
 NK0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0523
 NK0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0523
 NK0523.The geoid height was determined by GEOID03.
 NK0523
 NK0523;                    North         East     Units Scale Factor Converg.
 NK0523;SPC IA N     - 1,100,313.110 1,622,978.500   MT  0.99995677   +1 00 44.5
 NK0523;UTM  15      - 4,693,926.014   581,788.570   MT  0.99968230   +0 40 12.1
 NK0523
 NK0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0523!SPC IA N     -   0.99995810  x   0.99995677  =   0.99991487
 NK0523!UTM  15      -   0.99995810  x   0.99968230  =   0.99964041
 NK0523
 NK0523:                Primary Azimuth Mark                     Grid Az
 NK0523:SPC IA N     -  REBAR 1225                               358 59 19.5
 NK0523:UTM  15      -  REBAR 1225                               359 19 51.9
 NK0523
 NK0523|---------------------------------------------------------------------|
 NK0523| PID    Reference Object                     Distance      Geod. Az  |
 NK0523|                                                           dddmmss.s |
 NK0523| NK0522 REBAR 1225                          APPROX. 3.2 KM 0000004.0 |
 NK0523|---------------------------------------------------------------------|
 NK0523
 NK0523                          SUPERSEDED SURVEY CONTROL
 NK0523
 NK0523  NAD 83(1996)-  42 23 35.95599(N)    092 00 22.63358(W) AD(       ) 2
 NK0523  NAD 83(1986)-  42 23 35.95294(N)    092 00 22.63196(W) AD(       ) 2
 NK0523  NAD 27      -  42 23 35.99490(N)    092 00 21.99673(W) AD(       ) 2
 NK0523  NGVD 29 (07/19/86)  298.0    (m)          978.     (f) VERT ANG       
 NK0523
 NK0523.Superseded values are not recommended for survey control.
 NK0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0523.See file dsdata.txt to determine how the superseded data were derived.
 NK0523
 NK0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG8178993926(NAD 83)
 NK0523_MARKER: I = METAL ROD
 NK0523_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0523_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0523
 NK0523  HISTORY     - Date     Condition        Report By
 NK0523  HISTORY     - 1970     MONUMENTED       USGS
 NK0523
 NK0523                          STATION DESCRIPTION
 NK0523
 NK0523'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0523'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE RD., 12
 NK0523'FT E. OF CENTER OF RD. AT DRIVE E., T. 88 N., R. 10 W., ABOUT
 NK0523'375 FT N. OF THE QUARTER COR. BETWEEN SECS. 33 AND 34.
 NK0523'
 NK0523'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0528 ***********************************************************************
 NK0528  DESIGNATION -  REBAR 1227
 NK0528  PID         -  NK0528
 NK0528  STATE/COUNTY-  IA/BUCHANAN
 NK0528  USGS QUAD   -  BRANDON (1971)
 NK0528
 NK0528                         *CURRENT SURVEY CONTROL
 NK0528  ___________________________________________________________________
 NK0528* NAD 83(1996)-  42 22 12.50761(N)    092 00 22.90853(W)     ADJUSTED  
 NK0528* NAVD 88     -       287.9    (meters)     945.     (feet)  VERTCON   
 NK0528  ___________________________________________________________________
 NK0528  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 NK0528  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 NK0528
 NK0528  HORZ ORDER  -  SECOND
 NK0528
 NK0528.The horizontal coordinates were established by classical geodetic methods
 NK0528.and adjusted by the National Geodetic Survey in May 1999..
 NK0528
 NK0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0528
 NK0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0528
 NK0528.The geoid height was determined by GEOID03.
 NK0528
 NK0528;                    North         East     Units Scale Factor Converg.
 NK0528;SPC IA N     - 1,097,738.567 1,623,017.710   MT  0.99995878   +1 00 44.3
 NK0528;UTM  15      - 4,691,351.992   581,812.383   MT  0.99968235   +0 40 10.8
 NK0528
 NK0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0528!SPC IA N     -   0.99995968  x   0.99995878  =   0.99991847
 NK0528!UTM  15      -   0.99995968  x   0.99968235  =   0.99964205
 NK0528
 NK0528:                Primary Azimuth Mark                     Grid Az
 NK0528:SPC IA N     -  REBAR 1226                               359 07 38.9
 NK0528:UTM  15      -  REBAR 1226                               359 28 12.4
 NK0528
 NK0528|---------------------------------------------------------------------|
 NK0528| PID    Reference Object                     Distance      Geod. Az  |
 NK0528|                                                           dddmmss.s |
 NK0528| NK0523 REBAR 1226                          APPROX. 2.6 KM 0000823.2 |
 NK0528|---------------------------------------------------------------------|
 NK0528
 NK0528                          SUPERSEDED SURVEY CONTROL
 NK0528
 NK0528  NAD 83(1996)-  42 22 12.50498(N)    092 00 22.90805(W) AD(       ) 2
 NK0528  NAD 83(1986)-  42 22 12.50223(N)    092 00 22.90666(W) AD(       ) 2
 NK0528  NAD 27      -  42 22 12.54295(N)    092 00 22.26985(W) AD(       ) 2
 NK0528  NGVD 29 (07/19/86)  287.9    (m)          945.     (f) VERT ANG       
 NK0528
 NK0528.Superseded values are not recommended for survey control.
 NK0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0528.See file dsdata.txt to determine how the superseded data were derived.
 NK0528
 NK0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG8181291352(NAD 83)
 NK0528_MARKER: I = METAL ROD
 NK0528_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0528_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0528
 NK0528  HISTORY     - Date     Condition        Report By
 NK0528  HISTORY     - 1970     MONUMENTED       USGS
 NK0528
 NK0528                          STATION DESCRIPTION
 NK0528
 NK0528'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0528'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE RD., 60
 NK0528'FT S. AND 14 FT E. OF CENTER OF T-RD. E., T. 87 N., R. 10 W.,
 NK0528'NEAR THE COR. OF SECS. 3, 4, 9 AND 10.
 NK0528'
 NK0528'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0529 ***********************************************************************
 NK0529  DESIGNATION -  REBAR 1228
 NK0529  PID         -  NK0529
 NK0529  STATE/COUNTY-  IA/BUCHANAN
 NK0529  USGS QUAD   -  BRANDON (1971)
 NK0529
 NK0529                         *CURRENT SURVEY CONTROL
 NK0529  ___________________________________________________________________
 NK0529* NAD 83(1996)-  42 21 33.42069(N)    092 02 42.74266(W)     ADJUSTED  
 NK0529* NAVD 88     -       284.8    (meters)     934.     (feet)  VERTCON   
 NK0529  ___________________________________________________________________
 NK0529  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 NK0529  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 NK0529
 NK0529  HORZ ORDER  -  SECOND
 NK0529
 NK0529.The horizontal coordinates were established by classical geodetic methods
 NK0529.and adjusted by the National Geodetic Survey in May 1999..
 NK0529
 NK0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0529
 NK0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0529
 NK0529.The geoid height was determined by GEOID03.
 NK0529
 NK0529;                    North         East     Units Scale Factor Converg.
 NK0529;SPC IA N     - 1,096,476.955 1,619,839.642   MT  0.99995977   +0 59 09.5
 NK0529;UTM  15      - 4,690,109.755   578,627.719   MT  0.99967607   +0 38 36.1
 NK0529
 NK0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0529!SPC IA N     -   0.99996017  x   0.99995977  =   0.99991995
 NK0529!UTM  15      -   0.99996017  x   0.99967607  =   0.99963626
 NK0529
 NK0529:                Primary Azimuth Mark                     Grid Az
 NK0529:SPC IA N     -  CLARK                                    263 37 20.5
 NK0529:UTM  15      -  CLARK                                    263 57 53.9
 NK0529
 NK0529|---------------------------------------------------------------------|
 NK0529| PID    Reference Object                     Distance      Geod. Az  |
 NK0529|                                                           dddmmss.s |
 NK0529| NK0527 CLARK                               APPROX. 1.6 KM 2643630.0 |
 NK0529|---------------------------------------------------------------------|
 NK0529
 NK0529                          SUPERSEDED SURVEY CONTROL
 NK0529
 NK0529  NAD 83(1996)-  42 21 33.41787(N)    092 02 42.74204(W) AD(       ) 2
 NK0529  NAD 83(1986)-  42 21 33.41573(N)    092 02 42.74076(W) AD(       ) 2
 NK0529  NAD 27      -  42 21 33.45421(N)    092 02 42.09868(W) AD(       ) 2
 NK0529  NGVD 29 (07/19/86)  284.8    (m)          934.     (f) VERT ANG       
 NK0529
 NK0529.Superseded values are not recommended for survey control.
 NK0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0529.See file dsdata.txt to determine how the superseded data were derived.
 NK0529
 NK0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7862890110(NAD 83)
 NK0529_MARKER: I = METAL ROD
 NK0529_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0529_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0529
 NK0529  HISTORY     - Date     Condition        Report By
 NK0529  HISTORY     - 1970     MONUMENTED       USGS
 NK0529
 NK0529                          STATION DESCRIPTION
 NK0529
 NK0529'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0529'STATION IS A REBAR DRIVEN 3 IN. BELOW SURFACE ON SHOULDER OF THE
 NK0529'RD., 106 FT S. AND 9 FT W. CENTER RD. AT DRIVE W., T. 87 N.,
 NK0529'R. 10 W., ABOUT 0.2 MI S. OF QUARTER COR. BETWEEN SECS. 7 AND 8.
 NK0529'
 NK0529'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0530 ***********************************************************************
 NK0530  DESIGNATION -  REBAR 1231
 NK0530  PID         -  NK0530
 NK0530  STATE/COUNTY-  IA/BUCHANAN
 NK0530  USGS QUAD   -  BRANDON (1971)
 NK0530
 NK0530                         *CURRENT SURVEY CONTROL
 NK0530  ___________________________________________________________________
 NK0530* NAD 83(1996)-  42 21 28.35731(N)    092 03 52.96593(W)     ADJUSTED  
 NK0530* NAVD 88     -       281.7    (meters)     924.     (feet)  VERTCON   
 NK0530  ___________________________________________________________________
 NK0530  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 NK0530  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 NK0530
 NK0530  HORZ ORDER  -  SECOND
 NK0530
 NK0530.The horizontal coordinates were established by classical geodetic methods
 NK0530.and adjusted by the National Geodetic Survey in May 1999..
 NK0530
 NK0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0530
 NK0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0530
 NK0530.The geoid height was determined by GEOID03.
 NK0530
 NK0530;                    North         East     Units Scale Factor Converg.
 NK0530;SPC IA N     - 1,096,293.283 1,618,235.591   MT  0.99995990   +0 58 21.9
 NK0530;UTM  15      - 4,689,935.728   577,023.057   MT  0.99967299   +0 37 48.7
 NK0530
 NK0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0530!SPC IA N     -   0.99996066  x   0.99995990  =   0.99992056
 NK0530!UTM  15      -   0.99996066  x   0.99967299  =   0.99963366
 NK0530
 NK0530:                Primary Azimuth Mark                     Grid Az
 NK0530:SPC IA N     -  REBAR 1228                               083 28 04.3
 NK0530:UTM  15      -  REBAR 1228                               083 48 37.5
 NK0530
 NK0530|---------------------------------------------------------------------|
 NK0530| PID    Reference Object                     Distance      Geod. Az  |
 NK0530|                                                           dddmmss.s |
 NK0530| NK0529 REBAR 1228                          APPROX. 1.6 KM 0842626.2 |
 NK0530|---------------------------------------------------------------------|
 NK0530
 NK0530                          SUPERSEDED SURVEY CONTROL
 NK0530
 NK0530  NAD 83(1996)-  42 21 28.35449(N)    092 03 52.96471(W) AD(       ) 2
 NK0530  NAD 83(1986)-  42 21 28.35254(N)    092 03 52.96354(W) AD(       ) 2
 NK0530  NAD 27      -  42 21 28.38985(N)    092 03 52.31988(W) AD(       ) 2
 NK0530  NGVD 29 (07/19/86)  281.7    (m)          924.     (f) VERT ANG       
 NK0530
 NK0530.Superseded values are not recommended for survey control.
 NK0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0530.See file dsdata.txt to determine how the superseded data were derived.
 NK0530
 NK0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7702389936(NAD 83)
 NK0530_MARKER: I = METAL ROD
 NK0530_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0530_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0530
 NK0530  HISTORY     - Date     Condition        Report By
 NK0530  HISTORY     - 1970     MONUMENTED       USGS
 NK0530
 NK0530                          STATION DESCRIPTION
 NK0530
 NK0530'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 NK0530'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE RD., 73
 NK0530'FT S. AND 10 FT E. OF CENTER OF RD. AT NE. COR. OF YARD FENCE,
 NK0530'T. 87 N., RS. 10 AND 11 W., ABOUT 0.2 MI N. OF THE COR. OF
 NK0530'SECS. 7, 12, 13 AND 18.
 NK0530'
 NK0530'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0531 ***********************************************************************
 NK0531  DESIGNATION -  REBAR 1232
 NK0531  PID         -  NK0531
 NK0531  STATE/COUNTY-  IA/BLACK HAWK
 NK0531  USGS QUAD   -  BRANDON (1971)
 NK0531
 NK0531                         *CURRENT SURVEY CONTROL
 NK0531  ___________________________________________________________________
 NK0531* NAD 83(1996)-  42 20 15.31753(N)    092 03 53.35146(W)     ADJUSTED  
 NK0531* NAVD 88     -       280.1    (meters)     919.     (feet)  VERTCON   
 NK0531  ___________________________________________________________________
 NK0531  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 NK0531  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 NK0531
 NK0531  HORZ ORDER  -  SECOND
 NK0531
 NK0531.The horizontal coordinates were established by classical geodetic methods
 NK0531.and adjusted by the National Geodetic Survey in May 1999..
 NK0531
 NK0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0531
 NK0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0531
 NK0531.The geoid height was determined by GEOID03.
 NK0531
 NK0531;                    North         East     Units Scale Factor Converg.
 NK0531;SPC IA N     - 1,094,039.863 1,618,265.026   MT  0.99996187   +0 58 21.7
 NK0531;UTM  15      - 4,687,682.820   577,039.009   MT  0.99967302   +0 37 47.5
 NK0531
 NK0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0531!SPC IA N     -   0.99996091  x   0.99996187  =   0.99992279
 NK0531!UTM  15      -   0.99996091  x   0.99967302  =   0.99963395
 NK0531
 NK0531:                Primary Azimuth Mark                     Grid Az
 NK0531:SPC IA N     -  REBAR 1231                               359 15 05.8
 NK0531:UTM  15      -  REBAR 1231                               359 35 40.0
 NK0531
 NK0531|---------------------------------------------------------------------|
 NK0531| PID    Reference Object                     Distance      Geod. Az  |
 NK0531|                                                           dddmmss.s |
 NK0531| NK0530 REBAR 1231                          APPROX. 2.3 KM 0001327.5 |
 NK0531|---------------------------------------------------------------------|
 NK0531
 NK0531                          SUPERSEDED SURVEY CONTROL
 NK0531
 NK0531  NAD 83(1996)-  42 20 15.31487(N)    092 03 53.35020(W) AD(       ) 2
 NK0531  NAD 83(1986)-  42 20 15.31302(N)    092 03 53.34918(W) AD(       ) 2
 NK0531  NAD 27      -  42 20 15.34778(N)    092 03 52.70399(W) AD(       ) 2
 NK0531  NGVD 29 (07/19/86)  280.1    (m)          919.     (f) VERT ANG       
 NK0531
 NK0531.Superseded values are not recommended for survey control.
 NK0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0531.See file dsdata.txt to determine how the superseded data were derived.
 NK0531
 NK0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7703987683(NAD 83)
 NK0531_MARKER: I = METAL ROD
 NK0531_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0531_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0531
 NK0531  HISTORY     - Date     Condition        Report By
 NK0531  HISTORY     - 1970     MONUMENTED       USGS
 NK0531
 NK0531                          STATION DESCRIPTION
 NK0531
 NK0531'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0531'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE GROUND,
 NK0531'ABOUT 140 FT N. AND 14 FT W. OF CENTER OF RD. AT FENCE W., T. 87
 NK0531'N., RS. 10 AND 11 W., ABOUT 0.2 MI S. OF THE COR. OF SECS. 13,
 NK0531'18, 19 AND 24.
 NK0531'
 NK0531'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0836 ***********************************************************************
 MG0836  DESIGNATION -  REBAR 13
 MG0836  PID         -  MG0836
 MG0836  STATE/COUNTY-  IA/WASHINGTON
 MG0836  USGS QUAD   -  KALONA (1969)
 MG0836
 MG0836                         *CURRENT SURVEY CONTROL
 MG0836  ___________________________________________________________________
 MG0836* NAD 83(1996)-  41 27 11.36698(N)    091 43 23.94690(W)     ADJUSTED  
 MG0836* NAVD 88     -       238.5    (meters)     782.     (feet)  VERTCON   
 MG0836  ___________________________________________________________________
 MG0836  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 MG0836  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MG0836
 MG0836  HORZ ORDER  -  SECOND
 MG0836
 MG0836.The horizontal coordinates were established by classical geodetic methods
 MG0836.and adjusted by the National Geodetic Survey in May 1999..
 MG0836
 MG0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0836
 MG0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0836
 MG0836.The geoid height was determined by GEOID03.
 MG0836
 MG0836;                    North         East     Units Scale Factor Converg.
 MG0836;SPC IA S     -   162,888.603   648,436.387   MT  0.99995804   +1 10 13.1
 MG0836;UTM  15      - 4,589,850.373   606,633.222   MT  0.99973993   +0 50 42.9
 MG0836
 MG0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0836!SPC IA S     -   0.99996772  x   0.99995804  =   0.99992576
 MG0836!UTM  15      -   0.99996772  x   0.99973993  =   0.99970766
 MG0836
 MG0836:                Primary Azimuth Mark                     Grid Az
 MG0836:SPC IA S     -  BEN                                      173 23 00.0
 MG0836:UTM  15      -  BEN                                      173 42 30.2
 MG0836
 MG0836|---------------------------------------------------------------------|
 MG0836| PID    Reference Object                     Distance      Geod. Az  |
 MG0836|                                                           dddmmss.s |
 MG0836| MG0835 BEN                                 APPROX. 4.8 KM 1743313.1 |
 MG0836|---------------------------------------------------------------------|
 MG0836
 MG0836                          SUPERSEDED SURVEY CONTROL
 MG0836
 MG0836  NAD 83(1986)-  41 27 11.36936(N)    091 43 23.95594(W) AD(       ) 2
 MG0836  NAD 27      -  41 27 11.30952(N)    091 43 23.35033(W) AD(       ) 2
 MG0836  NGVD 29 (07/19/86)  238.5    (m)          782.     (f) VERT ANG       
 MG0836
 MG0836.Superseded values are not recommended for survey control.
 MG0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0836.See file dsdata.txt to determine how the superseded data were derived.
 MG0836
 MG0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF0663389850(NAD 83)
 MG0836_MARKER: I = METAL ROD
 MG0836_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MG0836_SP_SET: OBJECT DRIVEN INTO GROUND
 MG0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0836
 MG0836  HISTORY     - Date     Condition        Report By
 MG0836  HISTORY     - 1968     MONUMENTED       USGS
 MG0836
 MG0836                          STATION DESCRIPTION
 MG0836
 MG0836'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0836'STATION IS LOCATED ABOUT 1.0 MI W. AND 2.2 MI S. OF KALONA, ON
 MG0836'THE N. SHOULDER OF AN E.-W. GRAVEL RD. AND NEAR QUARTER COR. BETWEEN
 MG0836'SECS. 24 AND 25, T. 77 N., R. 8 W.  STATION MARK IS A 5 FT LENGTH
 MG0836'OF COPPER COATED ROD DRIVEN IN A HOLE 5 IN. IN DIAMETER AND 6
 MG0836'IN. DEEP AND LEFT OPEN.  STATION IS 12 FT N. OF CENTER OF
 MG0836'E.-W. GRAVEL RD., 319 FT E. OF THE CENTER OF THE E.-W. RD. AT
 MG0836'N.-S. FENCES, 59 FT SE. OF A POWER LINE POLE AND 41 FT S. OF
 MG0836'THE N. RIGHT-OF-WAY FENCE.
 MG0836'
 MG0836'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0535 ***********************************************************************
 NK0535  DESIGNATION -  REBAR 1402
 NK0535  PID         -  NK0535
 NK0535  STATE/COUNTY-  IA/BENTON
 NK0535  USGS QUAD   -  LA PORTE CITY (1971)
 NK0535
 NK0535                         *CURRENT SURVEY CONTROL
 NK0535  ___________________________________________________________________
 NK0535* NAD 83(1996)-  42 16 02.54578(N)    092 12 03.39234(W)     ADJUSTED  
 NK0535* NAVD 88     -       285.3    (meters)     936.     (feet)  VERTCON   
 NK0535  ___________________________________________________________________
 NK0535  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 NK0535  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 NK0535
 NK0535  HORZ ORDER  -  SECOND
 NK0535
 NK0535.The horizontal coordinates were established by classical geodetic methods
 NK0535.and adjusted by the National Geodetic Survey in May 1999..
 NK0535
 NK0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0535
 NK0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0535
 NK0535.The geoid height was determined by GEOID03.
 NK0535
 NK0535;                    North         East     Units Scale Factor Converg.
 NK0535;SPC IA N     - 1,086,060.300 1,607,168.717   MT  0.99996963   +0 52 49.5
 NK0535;UTM  15      - 4,679,772.206   565,898.515   MT  0.99965343   +0 32 14.9
 NK0535
 NK0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0535!SPC IA N     -   0.99996013  x   0.99996963  =   0.99992976
 NK0535!UTM  15      -   0.99996013  x   0.99965343  =   0.99961357
 NK0535
 NK0535:                Primary Azimuth Mark                     Grid Az
 NK0535:SPC IA N     -  OATS                                     359 42 44.3
 NK0535:UTM  15      -  OATS                                     000 03 18.9
 NK0535
 NK0535|---------------------------------------------------------------------|
 NK0535| PID    Reference Object                     Distance      Geod. Az  |
 NK0535|                                                           dddmmss.s |
 NK0535| NK0534 OATS                                APPROX. 1.7 KM 0003533.8 |
 NK0535|---------------------------------------------------------------------|
 NK0535
 NK0535                          SUPERSEDED SURVEY CONTROL
 NK0535
 NK0535  NAD 83(1996)-  42 16 02.54492(N)    092 12 03.38778(W) AD(       ) 2
 NK0535  NAD 83(1986)-  42 16 02.54136(N)    092 12 03.39028(W) AD(       ) 2
 NK0535  NAD 27      -  42 16 02.56714(N)    092 12 02.72870(W) AD(       ) 2
 NK0535  NGVD 29 (07/19/86)  285.3    (m)          936.     (f) VERT ANG       
 NK0535
 NK0535.Superseded values are not recommended for survey control.
 NK0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0535.See file dsdata.txt to determine how the superseded data were derived.
 NK0535
 NK0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG6589979772(NAD 83)
 NK0535_MARKER: I = METAL ROD
 NK0535_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0535_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0535
 NK0535  HISTORY     - Date     Condition        Report By
 NK0535  HISTORY     - 1970     MONUMENTED       USGS
 NK0535
 NK0535                          STATION DESCRIPTION
 NK0535
 NK0535'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0535'STATION IS A REBAR DRIVEN 2 IN. BELOW THE SURFACE ON A SMALL RISE,
 NK0535'23 FT W. CENTER HWY. AT FIELD ENTRANCE W., T. 86 N., R. 12 W.,
 NK0535'ABOUT 0.1 MI S. OF COR. OF SECS. 11, 12, 13 AND 14.
 NK0535'
 NK0535'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0556 ***********************************************************************
 NK0556  DESIGNATION -  REBAR 1404
 NK0556  PID         -  NK0556
 NK0556  STATE/COUNTY-  IA/BENTON
 NK0556  USGS QUAD   -  GARRISON (1971)
 NK0556
 NK0556                         *CURRENT SURVEY CONTROL
 NK0556  ___________________________________________________________________
 NK0556* NAD 83(1996)-  42 13 30.97473(N)    092 11 54.36333(W)     ADJUSTED  
 NK0556* NAVD 88     -       294.2    (meters)     965.     (feet)  VERTCON   
 NK0556  ___________________________________________________________________
 NK0556  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 NK0556  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 NK0556
 NK0556  HORZ ORDER  -  SECOND
 NK0556
 NK0556.The horizontal coordinates were established by classical geodetic methods
 NK0556.and adjusted by the National Geodetic Survey in May 1999..
 NK0556
 NK0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0556
 NK0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0556
 NK0556.The geoid height was determined by GEOID03.
 NK0556
 NK0556;                    North         East     Units Scale Factor Converg.
 NK0556;SPC IA N     - 1,081,387.439 1,607,447.607   MT  0.99997499   +0 52 55.7
 NK0556;UTM  15      - 4,675,099.247   566,149.330   MT  0.99965384   +0 32 19.4
 NK0556
 NK0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0556!SPC IA N     -   0.99995874  x   0.99997499  =   0.99993373
 NK0556!UTM  15      -   0.99995874  x   0.99965384  =   0.99961259
 NK0556
 NK0556:                Primary Azimuth Mark                     Grid Az
 NK0556:SPC IA N     -  PRATT                                    213 23 28.4
 NK0556:UTM  15      -  PRATT                                    213 44 04.7
 NK0556
 NK0556|---------------------------------------------------------------------|
 NK0556| PID    Reference Object                     Distance      Geod. Az  |
 NK0556|                                                           dddmmss.s |
 NK0556| NK0557 PRATT                               APPROX. 2.0 KM 2141624.1 |
 NK0556|---------------------------------------------------------------------|
 NK0556
 NK0556                          SUPERSEDED SURVEY CONTROL
 NK0556
 NK0556  NAD 83(1986)-  42 13 30.97059(N)    092 11 54.36244(W) AD(       ) 2
 NK0556  NAD 27      -  42 13 30.99302(N)    092 11 53.70006(W) AD(       ) 2
 NK0556  NGVD 29 (07/19/86)  294.2    (m)          965.     (f) VERT ANG       
 NK0556
 NK0556.Superseded values are not recommended for survey control.
 NK0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0556.See file dsdata.txt to determine how the superseded data were derived.
 NK0556
 NK0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG6614975099(NAD 83)
 NK0556_MARKER: I = METAL ROD
 NK0556_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0556_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0556
 NK0556  HISTORY     - Date     Condition        Report By
 NK0556  HISTORY     - 1970     MONUMENTED       USGS
 NK0556
 NK0556                          STATION DESCRIPTION
 NK0556
 NK0556'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0556'STATION IS A REBAR DRIVEN 2 IN. BELOW THE SURFACE ON A FIELD
 NK0556'ENTRANCE N. ON A PROMINENT KNOLL.  17 FT N. AND 6 FT W. CENTER
 NK0556'RD. AT FIELD ENTRANCE N., T. 86 N., R. 12 W., ABOUT 0.15 MI E. OF
 NK0556'THE COR. OF SECS. 25, 26, 35 AND 36.
 NK0556'
 NK0556'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0562 ***********************************************************************
 MH0562  DESIGNATION -  REBAR 1501
 MH0562  PID         -  MH0562
 MH0562  STATE/COUNTY-  IA/TAMA
 MH0562  USGS QUAD   -  TAMA (1980)
 MH0562
 MH0562                         *CURRENT SURVEY CONTROL
 MH0562  ___________________________________________________________________
 MH0562* NAD 83(1996)-  41 57 48.96048(N)    092 30 56.93143(W)     ADJUSTED  
 MH0562* NAVD 88     -       282.2    (meters)     926.     (feet)  VERTCON   
 MH0562  ___________________________________________________________________
 MH0562  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 MH0562  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 MH0562
 MH0562  HORZ ORDER  -  SECOND
 MH0562
 MH0562.The horizontal coordinates were established by classical geodetic methods
 MH0562.and adjusted by the National Geodetic Survey in May 1999..
 MH0562
 MH0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0562
 MH0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0562
 MH0562.The geoid height was determined by GEOID03.
 MH0562
 MH0562;                    North         East     Units Scale Factor Converg.
 MH0562;SPC IA N     - 1,051,970.225 1,581,586.803   MT  1.00002031   +0 40 01.3
 MH0562;UTM  15      - 4,645,848.160   540,122.005   MT  0.99961981   +0 19 25.5
 MH0562
 MH0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0562!SPC IA N     -   0.99996071  x   1.00002031  =   0.99998102
 MH0562!UTM  15      -   0.99996071  x   0.99961981  =   0.99958054
 MH0562
 MH0562:                Primary Azimuth Mark                     Grid Az
 MH0562:SPC IA N     -  TAMA                                     218 18 26.9
 MH0562:UTM  15      -  TAMA                                     218 39 02.7
 MH0562
 MH0562|---------------------------------------------------------------------|
 MH0562| PID    Reference Object                     Distance      Geod. Az  |
 MH0562|                                                           dddmmss.s |
 MH0562| MH0564 TAMA                                APPROX. 6.0 KM 2185828.2 |
 MH0562|---------------------------------------------------------------------|
 MH0562
 MH0562                          SUPERSEDED SURVEY CONTROL
 MH0562
 MH0562  NAD 83(1986)-  41 57 48.96590(N)    092 30 56.93327(W) AD(       ) 2
 MH0562  NAD 27      -  41 57 48.99298(N)    092 30 56.24490(W) AD(       ) 2
 MH0562  NGVD 29 (07/19/86)  282.2    (m)          926.     (f) VERT ANG       
 MH0562
 MH0562.Superseded values are not recommended for survey control.
 MH0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0562.See file dsdata.txt to determine how the superseded data were derived.
 MH0562
 MH0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4012245848(NAD 83)
 MH0562_MARKER: I = METAL ROD
 MH0562_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0562_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0562
 MH0562  HISTORY     - Date     Condition        Report By
 MH0562  HISTORY     - 1970     MONUMENTED       USGS
 MH0562
 MH0562                          STATION DESCRIPTION
 MH0562
 MH0562'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 MH0562'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE GROUND,
 MH0562'66 FT S. OF CENTER OF RD., 11 FT N. OF S. RIGHT-OF-WAY FENCE,
 MH0562'T. 83 N., R. 14 W., ABOUT 0.15 MI W. OF THE COR. OF SECS. 20,
 MH0562'30, 31 AND 32.
 MH0562'
 MH0562'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0499 ***********************************************************************
 MH0499  DESIGNATION -  REBAR 1503
 MH0499  PID         -  MH0499
 MH0499  STATE/COUNTY-  IA/TAMA
 MH0499  USGS QUAD   -  CHELSEA (1968)
 MH0499
 MH0499                         *CURRENT SURVEY CONTROL
 MH0499  ___________________________________________________________________
 MH0499* NAD 83(1996)-  41 57 50.22566(N)    092 25 04.41817(W)     ADJUSTED  
 MH0499* NAVD 88     -       292.4    (meters)     959.     (feet)  VERTCON   
 MH0499  ___________________________________________________________________
 MH0499  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 MH0499  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 MH0499
 MH0499  HORZ ORDER  -  SECOND
 MH0499
 MH0499.The horizontal coordinates were established by classical geodetic methods
 MH0499.and adjusted by the National Geodetic Survey in May 1999..
 MH0499
 MH0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0499
 MH0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0499
 MH0499.The geoid height was determined by GEOID03.
 MH0499
 MH0499;                    North         East     Units Scale Factor Converg.
 MH0499;SPC IA N     - 1,052,108.460 1,589,703.259   MT  1.00002023   +0 44 00.2
 MH0499;UTM  15      - 4,645,937.667   548,235.928   MT  0.99962863   +0 23 21.3
 MH0499
 MH0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0499!SPC IA N     -   0.99995910  x   1.00002023  =   0.99997933
 MH0499!UTM  15      -   0.99995910  x   0.99962863  =   0.99958775
 MH0499
 MH0499                          SUPERSEDED SURVEY CONTROL
 MH0499
 MH0499  NAD 83(1986)-  41 57 50.23029(N)    092 25 04.41940(W) AD(       ) 2
 MH0499  NAD 27      -  41 57 50.25132(N)    092 25 03.73931(W) AD(       ) 2
 MH0499  NGVD 29 (07/19/86)  292.4    (m)          959.     (f) VERT ANG       
 MH0499
 MH0499.Superseded values are not recommended for survey control.
 MH0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0499.See file dsdata.txt to determine how the superseded data were derived.
 MH0499
 MH0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4823645938(NAD 83)
 MH0499_MARKER: I = METAL ROD
 MH0499_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0499_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0499
 MH0499  HISTORY     - Date     Condition        Report By
 MH0499  HISTORY     - 1970     MONUMENTED       USGS
 MH0499
 MH0499                          STATION DESCRIPTION
 MH0499
 MH0499'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 MH0499'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE GROUND,
 MH0499'26 FT S. OF CENTER OF RD., T. 83 N., R. 14 W., ABOUT 0.4 MI
 MH0499'E. OF THE QUARTER COR. BETWEEN SECS. 25 AND 36.
 MH0499'
 MH0499'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0485 ***********************************************************************
 MH0485  DESIGNATION -  REBAR 1504
 MH0485  PID         -  MH0485
 MH0485  STATE/COUNTY-  IA/TAMA
 MH0485  USGS QUAD   -  BELLE PLAINE (1968)
 MH0485
 MH0485                         *CURRENT SURVEY CONTROL
 MH0485  ___________________________________________________________________
 MH0485* NAD 83(1996)-  41 57 50.52948(N)    092 22 02.27427(W)     ADJUSTED  
 MH0485* NAVD 88     -       294.8    (meters)     967.     (feet)  VERTCON   
 MH0485  ___________________________________________________________________
 MH0485  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 MH0485  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 MH0485
 MH0485  HORZ ORDER  -  SECOND
 MH0485
 MH0485.The horizontal coordinates were established by classical geodetic methods
 MH0485.and adjusted by the National Geodetic Survey in May 1999..
 MH0485
 MH0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0485
 MH0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0485
 MH0485.The geoid height was determined by GEOID03.
 MH0485
 MH0485;                    North         East     Units Scale Factor Converg.
 MH0485;SPC IA N     - 1,052,172.774 1,593,897.102   MT  1.00002021   +0 46 03.7
 MH0485;UTM  15      - 4,645,976.759   552,428.450   MT  0.99963382   +0 25 23.1
 MH0485
 MH0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0485!SPC IA N     -   0.99995872  x   1.00002021  =   0.99997893
 MH0485!UTM  15      -   0.99995872  x   0.99963382  =   0.99959256
 MH0485
 MH0485:                Primary Azimuth Mark                     Grid Az
 MH0485:SPC IA N     -  REBAR 1503                               269 07 16.2
 MH0485:UTM  15      -  REBAR 1503                               269 27 56.8
 MH0485
 MH0485|---------------------------------------------------------------------|
 MH0485| PID    Reference Object                     Distance      Geod. Az  |
 MH0485|                                                           dddmmss.s |
 MH0485| MH0499 REBAR 1503                          APPROX. 4.2 KM 2695319.9 |
 MH0485|---------------------------------------------------------------------|
 MH0485
 MH0485                          SUPERSEDED SURVEY CONTROL
 MH0485
 MH0485  NAD 83(1986)-  41 57 50.53364(N)    092 22 02.27519(W) AD(       ) 2
 MH0485  NAD 27      -  41 57 50.55223(N)    092 22 01.59946(W) AD(       ) 2
 MH0485  NGVD 29 (07/19/86)  294.8    (m)          967.     (f) VERT ANG       
 MH0485
 MH0485.Superseded values are not recommended for survey control.
 MH0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0485.See file dsdata.txt to determine how the superseded data were derived.
 MH0485
 MH0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5242845977(NAD 83)
 MH0485_MARKER: I = METAL ROD
 MH0485_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0485_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0485
 MH0485  HISTORY     - Date     Condition        Report By
 MH0485  HISTORY     - 1970     MONUMENTED       USGS
 MH0485
 MH0485                          STATION DESCRIPTION
 MH0485
 MH0485'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 MH0485'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE GROUND,
 MH0485'27 FT S. AND 310 FT W. OF CENTER OF RD. AT DRIVE S., T. 83 N.,
 MH0485'R. 13 W., ABOUT 0.6 MI W. OF THE COR. SECS. 27, 28, 33 AND 34.
 MH0485'
 MH0485'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0482 ***********************************************************************
 MH0482  DESIGNATION -  REBAR 1506
 MH0482  PID         -  MH0482
 MH0482  STATE/COUNTY-  IA/BENTON
 MH0482  USGS QUAD   -  BELLE PLAINE (1968)
 MH0482
 MH0482                         *CURRENT SURVEY CONTROL
 MH0482  ___________________________________________________________________
 MH0482* NAD 83(1996)-  41 57 50.85630(N)    092 15 54.28024(W)     ADJUSTED  
 MH0482* NAVD 88     -       288.5    (meters)     947.     (feet)  VERTCON   
 MH0482  ___________________________________________________________________
 MH0482  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 MH0482  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 MH0482
 MH0482  HORZ ORDER  -  SECOND
 MH0482
 MH0482.The horizontal coordinates were established by classical geodetic methods
 MH0482.and adjusted by the National Geodetic Survey in May 1999..
 MH0482
 MH0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0482
 MH0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0482
 MH0482.The geoid height was determined by GEOID03.
 MH0482
 MH0482;                    North         East     Units Scale Factor Converg.
 MH0482;SPC IA N     - 1,052,301.516 1,602,370.113   MT  1.00002019   +0 50 13.1
 MH0482;UTM  15      - 4,646,054.439   560,898.858   MT  0.99964563   +0 29 29.2
 MH0482
 MH0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0482!SPC IA N     -   0.99995970  x   1.00002019  =   0.99997989
 MH0482!UTM  15      -   0.99995970  x   0.99964563  =   0.99960535
 MH0482
 MH0482:                Primary Azimuth Mark                     Grid Az
 MH0482:SPC IA N     -  YORK                                     269 18 14.9
 MH0482:UTM  15      -  YORK                                     269 38 58.8
 MH0482
 MH0482|---------------------------------------------------------------------|
 MH0482| PID    Reference Object                     Distance      Geod. Az  |
 MH0482|                                                           dddmmss.s |
 MH0482| MH0484 YORK                                APPROX. 5.7 KM 2700828.0 |
 MH0482|---------------------------------------------------------------------|
 MH0482
 MH0482                          SUPERSEDED SURVEY CONTROL
 MH0482
 MH0482  NAD 83(1986)-  41 57 50.85867(N)    092 15 54.28053(W) AD(       ) 2
 MH0482  NAD 27      -  41 57 50.87479(N)    092 15 53.61360(W) AD(       ) 2
 MH0482  NGVD 29 (07/19/86)  288.5    (m)          947.     (f) VERT ANG       
 MH0482
 MH0482.Superseded values are not recommended for survey control.
 MH0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0482.See file dsdata.txt to determine how the superseded data were derived.
 MH0482
 MH0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG6089946054(NAD 83)
 MH0482_MARKER: I = METAL ROD
 MH0482_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0482_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0482
 MH0482  HISTORY     - Date     Condition        Report By
 MH0482  HISTORY     - 1970     MONUMENTED       USGS
 MH0482
 MH0482                          STATION DESCRIPTION
 MH0482
 MH0482'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 MH0482'THE STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE
 MH0482'GROUND, 36 FT S. AND 6 FT W. OF CENTER OF RD. AT FIELD ENTRANCE
 MH0482'S., T. 83 N., R. 12 W.  ABOUT 0.2 MI E. OF THE QUARTER COR. BETWEEN
 MH0482'SECS. 29 AND 32.
 MH0482'
 MH0482'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0490 ***********************************************************************
 MH0490  DESIGNATION -  REBAR 1512
 MH0490  PID         -  MH0490
 MH0490  STATE/COUNTY-  IA/IOWA
 MH0490  USGS QUAD   -  HARTWICK (1968)
 MH0490
 MH0490                         *CURRENT SURVEY CONTROL
 MH0490  ___________________________________________________________________
 MH0490* NAD 83(1996)-  41 47 40.04917(N)    092 17 53.91815(W)     ADJUSTED  
 MH0490* NAVD 88     -       276.1    (meters)     906.     (feet)  VERTCON   
 MH0490  ___________________________________________________________________
 MH0490  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 MH0490  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 MH0490
 MH0490  HORZ ORDER  -  SECOND
 MH0490
 MH0490.The horizontal coordinates were established by classical geodetic methods
 MH0490.and adjusted by the National Geodetic Survey in May 1999..
 MH0490
 MH0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0490
 MH0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0490
 MH0490.The geoid height was determined by GEOID03.
 MH0490
 MH0490;                    North         East     Units Scale Factor Converg.
 MH0490;SPC IA S     -   199,968.543   599,877.658   MT  1.00000199   +0 47 29.6
 MH0490;UTM  15      - 4,627,193.478   558,299.049   MT  0.99964182   +0 28 03.6
 MH0490
 MH0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0490!SPC IA S     -   0.99996170  x   1.00000199  =   0.99996369
 MH0490!UTM  15      -   0.99996170  x   0.99964182  =   0.99960354
 MH0490
 MH0490:                Primary Azimuth Mark                     Grid Az
 MH0490:SPC IA S     -  HARTWICK                                 010 38 43.2
 MH0490:UTM  15      -  HARTWICK                                 010 58 09.2
 MH0490
 MH0490|---------------------------------------------------------------------|
 MH0490| PID    Reference Object                     Distance      Geod. Az  |
 MH0490|                                                           dddmmss.s |
 MH0490| MH0487 HARTWICK                            APPROX. 4.1 KM 0112612.8 |
 MH0490|---------------------------------------------------------------------|
 MH0490
 MH0490                          SUPERSEDED SURVEY CONTROL
 MH0490
 MH0490  NAD 83(1986)-  41 47 40.05573(N)    092 17 53.92426(W) AD(       ) 2
 MH0490  NAD 27      -  41 47 40.05968(N)    092 17 53.25696(W) AD(       ) 2
 MH0490  NGVD 29 (07/19/86)  276.1    (m)          906.     (f) VERT ANG       
 MH0490
 MH0490.Superseded values are not recommended for survey control.
 MH0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0490.See file dsdata.txt to determine how the superseded data were derived.
 MH0490
 MH0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5829927193(NAD 83)
 MH0490_MARKER: I = METAL ROD
 MH0490_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0490_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0490
 MH0490  HISTORY     - Date     Condition        Report By
 MH0490  HISTORY     - 1970     MONUMENTED       USGS
 MH0490  HISTORY     - 20060729 MARK NOT FOUND   GEOCAC
 MH0490
 MH0490                          STATION DESCRIPTION
 MH0490
 MH0490'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 MH0490'STATION IS A REBAR DRIVEN 2 IN. BELOW THE SURFACE ON TOP OF A
 MH0490'PROMINENT RIDGE, IN A FARMYARD, 1.2 FT N. AND 38 FT W. OF THE
 MH0490'SW. COR. OF THE LARGEST STEEL BUILDING ON THE FARM.  T. 81 N.,
 MH0490'R. 12 W., ABOUT 100 FT N. AND ABOUT 150 FT E. OF THE S. SIXTEENTH
 MH0490'COR. BETWEEN SECS. 25 AND 30.
 MH0490'
 MH0490'STANDARD BRACED TRIPOD USED.
 MH0490
 MH0490                          STATION RECOVERY (2006)
 MH0490
 MH0490'RECOVERY NOTE BY GEOCACHING 2006
 MH0490'THESE COORDINATES ARE ON MY WIFE'S UNCLE'S FARM BETWEEN THEIR HOUSE
 MH0490'AND THE MACHINE SHED. THE GPS COORDINATES ARE WITHIN 20 FEET OF THE
 MH0490'DESCRIPTION BASED ON THE CORNER OF THE MACHINE SHED. HE REMEMBERS
 MH0490'SURVEYORS ABOUT 1970 WITH TRIPODS AND SITES LOOKING TOWARD LOCATIONS
 MH0490'ON OTHER HILL TOPS. THERE ARE NO VISIBLE SIGNS OF A MARKER, ALTHOUGH
 MH0490'THE REBAR MAY STILL BE BURIED IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0497 ***********************************************************************
 MH0497  DESIGNATION -  REBAR 1552
 MH0497  PID         -  MH0497
 MH0497  STATE/COUNTY-  IA/TAMA
 MH0497  USGS QUAD   -  CHELSEA (1968)
 MH0497
 MH0497                         *CURRENT SURVEY CONTROL
 MH0497  ___________________________________________________________________
 MH0497* NAD 83(1996)-  41 56 11.34425(N)    092 24 56.01645(W)     ADJUSTED  
 MH0497* NAVD 88     -       239.9    (meters)     787.     (feet)  VERTCON   
 MH0497  ___________________________________________________________________
 MH0497  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 MH0497  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 MH0497
 MH0497  HORZ ORDER  -  SECOND
 MH0497
 MH0497.The horizontal coordinates were established by classical geodetic methods
 MH0497.and adjusted by the National Geodetic Survey in May 1999..
 MH0497
 MH0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0497
 MH0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0497
 MH0497.The geoid height was determined by GEOID03.
 MH0497
 MH0497;                    North         East     Units Scale Factor Converg.
 MH0497;SPC IA N     - 1,049,060.289 1,589,935.849   MT  1.00002618   +0 44 05.9
 MH0497;UTM  15      - 4,642,889.357   548,450.115   MT  0.99962888   +0 23 26.1
 MH0497
 MH0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0497!SPC IA N     -   0.99996734  x   1.00002618  =   0.99999352
 MH0497!UTM  15      -   0.99996734  x   0.99962888  =   0.99959624
 MH0497
 MH0497:                Primary Azimuth Mark                     Grid Az
 MH0497:SPC IA N     -  SEA                                      358 46 28.9
 MH0497:UTM  15      -  SEA                                      359 07 08.7
 MH0497
 MH0497|---------------------------------------------------------------------|
 MH0497| PID    Reference Object                     Distance      Geod. Az  |
 MH0497|                                                           dddmmss.s |
 MH0497| MH0498 SEA                                 APPROX. 1.7 KM 3593034.8 |
 MH0497|---------------------------------------------------------------------|
 MH0497
 MH0497                          SUPERSEDED SURVEY CONTROL
 MH0497
 MH0497  NAD 83(1986)-  41 56 11.34872(N)    092 24 56.01809(W) AD(       ) 2
 MH0497  NAD 27      -  41 56 11.36872(N)    092 24 55.34286(W) AD(       ) 2
 MH0497  NGVD 29 (07/19/86)  239.9    (m)          787.     (f) VERT ANG       
 MH0497
 MH0497.Superseded values are not recommended for survey control.
 MH0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0497.See file dsdata.txt to determine how the superseded data were derived.
 MH0497
 MH0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4845042889(NAD 83)
 MH0497_MARKER: I = METAL ROD
 MH0497_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0497_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0497
 MH0497  HISTORY     - Date     Condition        Report By
 MH0497  HISTORY     - 1970     MONUMENTED       USGS
 MH0497
 MH0497                          STATION DESCRIPTION
 MH0497
 MH0497'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 MH0497'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE ON SHOULDER OF
 MH0497'THE RD.  13 FT E. CENTER RD. AND ABOUT 300 FT N. OF THE COR. OF
 MH0497'SECS. 1, 6, 7 AND 12.  T. 82 N., R. 13 AND 14 W., ABOUT 300 FT
 MH0497'N. OF THE COR. OF SECS. 1, 6, 7 AND 12.
 MH0497'
 MH0497'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0821 ***********************************************************************
 MG0821  DESIGNATION -  REBAR 17
 MG0821  PID         -  MG0821
 MG0821  STATE/COUNTY-  IA/WASHINGTON
 MG0821  USGS QUAD   -  RIVERSIDE (1983)
 MG0821
 MG0821                         *CURRENT SURVEY CONTROL
 MG0821  ___________________________________________________________________
 MG0821* NAD 83(1996)-  41 24 36.38874(N)    091 34 41.14734(W)     ADJUSTED  
 MG0821* NAVD 88     -       236.3    (meters)     775.     (feet)  VERTCON   
 MG0821  ___________________________________________________________________
 MG0821  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 MG0821  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 MG0821
 MG0821  HORZ ORDER  -  SECOND
 MG0821
 MG0821.The horizontal coordinates were established by classical geodetic methods
 MG0821.and adjusted by the National Geodetic Survey in May 1999..
 MG0821
 MG0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0821
 MG0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0821
 MG0821.The geoid height was determined by GEOID03.
 MG0821
 MG0821;                    North         East     Units Scale Factor Converg.
 MG0821;SPC IA S     -   158,366.750   660,672.984   MT  0.99995502   +1 15 57.5
 MG0821;UTM  15      - 4,585,260.063   618,841.518   MT  0.99977381   +0 56 26.2
 MG0821
 MG0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0821!SPC IA S     -   0.99996808  x   0.99995502  =   0.99992310
 MG0821!UTM  15      -   0.99996808  x   0.99977381  =   0.99974190
 MG0821
 MG0821:                Primary Azimuth Mark                     Grid Az
 MG0821:SPC IA S     -  HIGH                                     098 29 35.8
 MG0821:UTM  15      -  HIGH                                     098 49 07.1
 MG0821
 MG0821|---------------------------------------------------------------------|
 MG0821| PID    Reference Object                     Distance      Geod. Az  |
 MG0821|                                                           dddmmss.s |
 MG0821| MG0820 HIGH                                APPROX. 2.7 KM 0994533.3 |
 MG0821|---------------------------------------------------------------------|
 MG0821
 MG0821                          SUPERSEDED SURVEY CONTROL
 MG0821
 MG0821  NAD 83(1986)-  41 24 36.38856(N)    091 34 41.15542(W) AD(       ) 2
 MG0821  NAD 27      -  41 24 36.31822(N)    091 34 40.56625(W) AD(       ) 2
 MG0821  NGVD 29 (07/19/86)  236.3    (m)          775.     (f) VERT ANG       
 MG0821
 MG0821.Superseded values are not recommended for survey control.
 MG0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0821.See file dsdata.txt to determine how the superseded data were derived.
 MG0821
 MG0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF1884285260(NAD 83)
 MG0821_MARKER: I = METAL ROD
 MG0821_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MG0821_SP_SET: OBJECT DRIVEN INTO GROUND
 MG0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0821
 MG0821  HISTORY     - Date     Condition        Report By
 MG0821  HISTORY     - 1968     MONUMENTED       USGS
 MG0821
 MG0821                          STATION DESCRIPTION
 MG0821
 MG0821'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0821'STATION IS LOCATED ABOUT 5.0 MI S. OF RIVERSIDE, ABOUT 2.0 MI
 MG0821'W. OF HIGHLAND COMMUNITY SCHOOL, IN THE RIGHT-OF-WAY OF AN
 MG0821'E.-W. GRAVEL RD., 0.45 MI W. OF A T-RD. W. AND NEAR COR. OF
 MG0821'SECS. 5, 6, 7 AND 8, T. 76 N., R. 6 W.  STATION MARK IS A 5 FT
 MG0821'LENGTH OF COPPER COATED ROD DRIVEN IN A 5 IN. DIAMETER HOLE ABOUT
 MG0821'5 IN. DEEP AND LEFT OPEN, 306 FT W. OF CENTER OF E.-W. GRAVEL
 MG0821'RD. AT FENCE N., 32 FT N. OF CENTER OF E.-W. RD., 22 FT W. OF A
 MG0821'TELEPHONE POLE AND 1 FT S. OF THE N. RIGHT-OF-WAY FENCE.
 MG0821'
 MG0821'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0533 ***********************************************************************
 NK0533  DESIGNATION -  REBAR 1701
 NK0533  PID         -  NK0533
 NK0533  STATE/COUNTY-  IA/BLACK HAWK
 NK0533  USGS QUAD   -  LA PORTE CITY (1971)
 NK0533
 NK0533                         *CURRENT SURVEY CONTROL
 NK0533  ___________________________________________________________________
 NK0533* NAD 83(1996)-  42 21 18.18158(N)    092 09 44.30646(W)     ADJUSTED  
 NK0533* NAVD 88     -       270.7    (meters)     888.     (feet)  VERTCON   
 NK0533  ___________________________________________________________________
 NK0533  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 NK0533  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 NK0533
 NK0533  HORZ ORDER  -  SECOND
 NK0533
 NK0533.The horizontal coordinates were established by classical geodetic methods
 NK0533.and adjusted by the National Geodetic Survey in May 1999..
 NK0533
 NK0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0533
 NK0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0533
 NK0533.The geoid height was determined by GEOID03.
 NK0533
 NK0533;                    North         East     Units Scale Factor Converg.
 NK0533;SPC IA N     - 1,095,847.502 1,610,201.641   MT  0.99996017   +0 54 23.8
 NK0533;UTM  15      - 4,689,538.081   568,988.953   MT  0.99965856   +0 33 51.8
 NK0533
 NK0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0533!SPC IA N     -   0.99996240  x   0.99996017  =   0.99992257
 NK0533!UTM  15      -   0.99996240  x   0.99965856  =   0.99962098
 NK0533
 NK0533:                Primary Azimuth Mark                     Grid Az
 NK0533:SPC IA N     -  REBAR 1702                               118 35 23.5
 NK0533:UTM  15      -  REBAR 1702                               118 55 55.5
 NK0533
 NK0533|---------------------------------------------------------------------|
 NK0533| PID    Reference Object                     Distance      Geod. Az  |
 NK0533|                                                           dddmmss.s |
 NK0533| NK0532 REBAR 1702                          APPROX. 3.2 KM 1192947.3 |
 NK0533|---------------------------------------------------------------------|
 NK0533
 NK0533                          SUPERSEDED SURVEY CONTROL
 NK0533
 NK0533  NAD 83(1996)-  42 21 18.17988(N)    092 09 44.30323(W) AD(       ) 2
 NK0533  NAD 83(1986)-  42 21 18.17752(N)    092 09 44.30331(W) AD(       ) 2
 NK0533  NAD 27      -  42 21 18.20975(N)    092 09 43.64695(W) AD(       ) 2
 NK0533  NGVD 29 (07/19/86)  270.7    (m)          888.     (f) VERT ANG       
 NK0533
 NK0533.Superseded values are not recommended for survey control.
 NK0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0533.See file dsdata.txt to determine how the superseded data were derived.
 NK0533
 NK0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG6898989538(NAD 83)
 NK0533_MARKER: I = METAL ROD
 NK0533_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0533_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0533
 NK0533  HISTORY     - Date     Condition        Report By
 NK0533  HISTORY     - 1970     MONUMENTED       USGS
 NK0533
 NK0533                          STATION DESCRIPTION
 NK0533
 NK0533'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0533'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE RD., 11
 NK0533'FT S. AND 40 FT W. OF CENTER OF CROSSROADS, T. 87 N., R. 11 W.,
 NK0533'NEAR THE COR. OF SECS. 7, 8, 17 AND 18.
 NK0533'
 NK0533'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0532 ***********************************************************************
 NK0532  DESIGNATION -  REBAR 1702
 NK0532  PID         -  NK0532
 NK0532  STATE/COUNTY-  IA/BLACK HAWK
 NK0532  USGS QUAD   -  LA PORTE CITY (1971)
 NK0532
 NK0532                         *CURRENT SURVEY CONTROL
 NK0532  ___________________________________________________________________
 NK0532* NAD 83(1996)-  42 20 26.37627(N)    092 07 40.90794(W)     ADJUSTED  
 NK0532* NAVD 88     -       277.2    (meters)     909.     (feet)  VERTCON   
 NK0532  ___________________________________________________________________
 NK0532  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 NK0532  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 NK0532
 NK0532  HORZ ORDER  -  SECOND
 NK0532
 NK0532.The horizontal coordinates were established by classical geodetic methods
 NK0532.and adjusted by the National Geodetic Survey in May 1999..
 NK0532
 NK0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0532
 NK0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0532
 NK0532.The geoid height was determined by GEOID03.
 NK0532
 NK0532;                    North         East     Units Scale Factor Converg.
 NK0532;SPC IA N     - 1,094,294.548 1,613,051.170   MT  0.99996156   +0 55 47.4
 NK0532;UTM  15      - 4,687,968.598   571,828.299   MT  0.99966348   +0 35 14.4
 NK0532
 NK0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0532!SPC IA N     -   0.99996138  x   0.99996156  =   0.99992294
 NK0532!UTM  15      -   0.99996138  x   0.99966348  =   0.99962487
 NK0532
 NK0532:                Primary Azimuth Mark                     Grid Az
 NK0532:SPC IA N     -  REBAR 1701                               298 35 23.0
 NK0532:UTM  15      -  REBAR 1701                               298 55 56.0
 NK0532
 NK0532|---------------------------------------------------------------------|
 NK0532| PID    Reference Object                     Distance      Geod. Az  |
 NK0532|                                                           dddmmss.s |
 NK0532| NK0533 REBAR 1701                          APPROX. 3.2 KM 2993110.4 |
 NK0532|---------------------------------------------------------------------|
 NK0532
 NK0532                          SUPERSEDED SURVEY CONTROL
 NK0532
 NK0532  NAD 83(1996)-  42 20 26.37429(N)    092 07 40.90560(W) AD(       ) 2
 NK0532  NAD 83(1986)-  42 20 26.37210(N)    092 07 40.90526(W) AD(       ) 2
 NK0532  NAD 27      -  42 20 26.40467(N)    092 07 40.25262(W) AD(       ) 2
 NK0532  NGVD 29 (07/19/86)  277.2    (m)          909.     (f) VERT ANG       
 NK0532
 NK0532.Superseded values are not recommended for survey control.
 NK0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0532.See file dsdata.txt to determine how the superseded data were derived.
 NK0532
 NK0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7182887969(NAD 83)
 NK0532_MARKER: I = METAL ROD
 NK0532_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NK0532_SP_SET: OBJECT DRIVEN INTO GROUND
 NK0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0532
 NK0532  HISTORY     - Date     Condition        Report By
 NK0532  HISTORY     - 1970     MONUMENTED       USGS
 NK0532
 NK0532                          STATION DESCRIPTION
 NK0532
 NK0532'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0532'STATION IS A REBAR DRIVEN 3 IN. BELOW THE SURFACE OF THE GROUND,
 NK0532'15 FT S. AND 73 FT W. OF CENTER OF RD. AT DRIVE S., T. 87 N.,
 NK0532'R. 11 W., ABOUT 0.2 MI W. OF THE COR. OF SECS. 15, 16, 21 AND 22.
 NK0532'
 NK0532'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0599 ***********************************************************************
 MH0599  DESIGNATION -  REBAR 2201
 MH0599  PID         -  MH0599
 MH0599  STATE/COUNTY-  IA/MARSHALL
 MH0599  USGS QUAD   -  GILMAN (1980)
 MH0599
 MH0599                         *CURRENT SURVEY CONTROL
 MH0599  ___________________________________________________________________
 MH0599* NAD 83(1996)-  41 53 28.38384(N)    092 47 48.80041(W)     ADJUSTED  
 MH0599* NAVD 88     -       313.8    (meters)    1030.     (feet)  VERTCON   
 MH0599  ___________________________________________________________________
 MH0599  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 MH0599  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 MH0599
 MH0599  HORZ ORDER  -  SECOND
 MH0599
 MH0599.The horizontal coordinates were established by classical geodetic methods
 MH0599.and adjusted by the National Geodetic Survey in May 1999..
 MH0599
 MH0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0599
 MH0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0599
 MH0599.The geoid height was determined by GEOID03.
 MH0599
 MH0599;                    North         East     Units Scale Factor Converg.
 MH0599;SPC IA N     - 1,043,698.101 1,558,353.847   MT  1.00003647   +0 28 35.5
 MH0599;UTM  15      - 4,637,718.311   516,849.792   MT  0.99960349   +0 08 08.2
 MH0599
 MH0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0599!SPC IA N     -   0.99995577  x   1.00003647  =   0.99999224
 MH0599!UTM  15      -   0.99995577  x   0.99960349  =   0.99955928
 MH0599
 MH0599:                Primary Azimuth Mark                     Grid Az
 MH0599:SPC IA N     -  REBAR 1035                               088 47 17.9
 MH0599:UTM  15      -  REBAR 1035                               089 07 45.2
 MH0599
 MH0599|---------------------------------------------------------------------|
 MH0599| PID    Reference Object                     Distance      Geod. Az  |
 MH0599|                                                           dddmmss.s |
 MH0599| MH0593 REBAR 1035                          APPROX. 3.6 KM 0891553.4 |
 MH0599|---------------------------------------------------------------------|
 MH0599
 MH0599                          SUPERSEDED SURVEY CONTROL
 MH0599
 MH0599  NAD 83(1986)-  41 53 28.39003(N)    092 47 48.80518(W) AD(       ) 2
 MH0599  NAD 27      -  41 53 28.42457(N)    092 47 48.10210(W) AD(       ) 2
 MH0599  NGVD 29 (07/19/86)  313.8    (m)         1030.     (f) VERT ANG       
 MH0599
 MH0599.Superseded values are not recommended for survey control.
 MH0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0599.See file dsdata.txt to determine how the superseded data were derived.
 MH0599
 MH0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1685037718(NAD 83)
 MH0599_MARKER: I = METAL ROD
 MH0599_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0599_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0599
 MH0599  HISTORY     - Date     Condition        Report By
 MH0599  HISTORY     - 1970     MONUMENTED       USGS
 MH0599
 MH0599                          STATION DESCRIPTION
 MH0599
 MH0599'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 MH0599'STATION IS A REBAR DRIVEN 2 IN. BELOW THE SURFACE IN
 MH0599'E.-W. RD. SURFACE ON A SLIGHT RISE, 2 FT N. AND 18 FT E. CENTER
 MH0599'RR. CROSSING, T. 82 N., R. 17 W., ABOUT 300 FT W. OF THE QUARTER
 MH0599'COR. BETWEEN SECS. 23 AND 26.
 MH0599'
 MH0599'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0594 ***********************************************************************
 MH0594  DESIGNATION -  REBAR 2203
 MH0594  PID         -  MH0594
 MH0594  STATE/COUNTY-  IA/MARSHALL
 MH0594  USGS QUAD   -  GILMAN (1980)
 MH0594
 MH0594                         *CURRENT SURVEY CONTROL
 MH0594  ___________________________________________________________________
 MH0594* NAD 83(1996)-  41 52 36.93462(N)    092 46 20.23405(W)     ADJUSTED  
 MH0594* NAVD 88     -       313.9    (meters)    1030.     (feet)  VERTCON   
 MH0594  ___________________________________________________________________
 MH0594  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 MH0594  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 MH0594
 MH0594  HORZ ORDER  -  SECOND
 MH0594
 MH0594.The horizontal coordinates were established by classical geodetic methods
 MH0594.and adjusted by the National Geodetic Survey in May 1999..
 MH0594
 MH0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0594
 MH0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0594
 MH0594.The geoid height was determined by GEOID03.
 MH0594
 MH0594;                    North         East     Units Scale Factor Converg.
 MH0594;SPC IA N     - 1,042,128.012 1,560,409.256   MT  1.00003985   +0 29 35.5
 MH0594;UTM  15      - 4,636,136.702   518,894.931   MT  0.99960439   +0 09 07.2
 MH0594
 MH0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0594!SPC IA N     -   0.99995576  x   1.00003985  =   0.99999560
 MH0594!UTM  15      -   0.99995576  x   0.99960439  =   0.99956016
 MH0594
 MH0594:                Primary Azimuth Mark                     Grid Az
 MH0594:SPC IA N     -  REBAR 1035                               042 14 43.9
 MH0594:UTM  15      -  REBAR 1035                               042 35 12.2
 MH0594
 MH0594|---------------------------------------------------------------------|
 MH0594| PID    Reference Object                     Distance      Geod. Az  |
 MH0594|                                                           dddmmss.s |
 MH0594| MH0593 REBAR 1035                          APPROX. 2.2 KM 0424419.4 |
 MH0594|---------------------------------------------------------------------|
 MH0594
 MH0594                          SUPERSEDED SURVEY CONTROL
 MH0594
 MH0594  NAD 83(1986)-  41 52 36.94070(N)    092 46 20.23871(W) AD(       ) 2
 MH0594  NAD 27      -  41 52 36.97232(N)    092 46 19.54066(W) AD(       ) 2
 MH0594  NGVD 29 (07/19/86)  313.9    (m)         1030.     (f) VERT ANG       
 MH0594
 MH0594.Superseded values are not recommended for survey control.
 MH0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0594.See file dsdata.txt to determine how the superseded data were derived.
 MH0594
 MH0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1889536137(NAD 83)
 MH0594_MARKER: I = METAL ROD
 MH0594_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MH0594_SP_SET: OBJECT DRIVEN INTO GROUND
 MH0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0594
 MH0594  HISTORY     - Date     Condition        Report By
 MH0594  HISTORY     - 1970     MONUMENTED       USGS
 MH0594
 MH0594                          STATION DESCRIPTION
 MH0594
 MH0594'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 MH0594'STATION IS A REBAR DRIVEN INTO SHOULDER OF HWY. ON TOP OF A
 MH0594'PROMINENT RIDGE, 16 FT N. AND 51 FT E. CENTER HWY. AT E. YARD
 MH0594'FENCE N., T. 82 N., R. 17 W., ABOUT 300 FT W. OF THE E. SIXTEENTH
 MH0594'COR. BETWEEN SECS. 25 AND 36.
 MH0594'
 MH0594'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0832 ***********************************************************************
 MG0832  DESIGNATION -  REBAR 23
 MG0832  PID         -  MG0832
 MG0832  STATE/COUNTY-  IA/WASHINGTON
 MG0832  USGS QUAD   -  WASHINGTON (1969)
 MG0832
 MG0832                         *CURRENT SURVEY CONTROL
 MG0832  ___________________________________________________________________
 MG0832* NAD 83(1996)-  41 18 33.00151(N)    091 39 11.45760(W)     ADJUSTED  
 MG0832* NAVD 88     -       232.0    (meters)     761.     (feet)  VERTCON   
 MG0832  ___________________________________________________________________
 MG0832  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 MG0832  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0832
 MG0832  HORZ ORDER  -  SECOND
 MG0832
 MG0832.The horizontal coordinates were established by classical geodetic methods
 MG0832.and adjusted by the National Geodetic Survey in May 1999..
 MG0832
 MG0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0832
 MG0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0832
 MG0832.The geoid height was determined by GEOID03.
 MG0832
 MG0832;                    North         East     Units Scale Factor Converg.
 MG0832;SPC IA S     -   147,023.240   654,634.662   MT  0.99995015   +1 12 59.4
 MG0832;UTM  15      - 4,573,953.248   612,739.825   MT  0.99975642   +0 53 21.0
 MG0832
 MG0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0832!SPC IA S     -   0.99996876  x   0.99995015  =   0.99991891
 MG0832!UTM  15      -   0.99996876  x   0.99975642  =   0.99972519
 MG0832
 MG0832:                Primary Azimuth Mark                     Grid Az
 MG0832:SPC IA S     -  AINS                                     104 17 09.5
 MG0832:UTM  15      -  AINS                                     104 36 47.9
 MG0832
 MG0832|---------------------------------------------------------------------|
 MG0832| PID    Reference Object                     Distance      Geod. Az  |
 MG0832|                                                           dddmmss.s |
 MG0832| MG0827 AINS                                APPROX. 4.5 KM 1053008.9 |
 MG0832|---------------------------------------------------------------------|
 MG0832
 MG0832                          SUPERSEDED SURVEY CONTROL
 MG0832
 MG0832  NAD 83(1986)-  41 18 33.00214(N)    091 39 11.46933(W) AD(       ) 2
 MG0832  NAD 27      -  41 18 32.93321(N)    091 39 10.88148(W) AD(       ) 2
 MG0832  NGVD 29 (07/19/86)  232.0    (m)          761.     (f) VERT ANG       
 MG0832
 MG0832.Superseded values are not recommended for survey control.
 MG0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0832.See file dsdata.txt to determine how the superseded data were derived.
 MG0832
 MG0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF1274073953(NAD 83)
 MG0832_MARKER: I = METAL ROD
 MG0832_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MG0832_SP_SET: OBJECT DRIVEN INTO GROUND
 MG0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0832
 MG0832  HISTORY     - Date     Condition        Report By
 MG0832  HISTORY     - 1968     MONUMENTED       USGS
 MG0832
 MG0832                          STATION DESCRIPTION
 MG0832
 MG0832'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0832'STATION IS LOCATED ABOUT 2.25 MI E. AND 0.5 MI N. OF WASHINGTON,
 MG0832'NEAR THE W. SIXTEENTH COR. BETWEEN SECS. 10 AND 15, T. 75 N.,
 MG0832'R. 7 W., IN THE E. ANGLE OF A CROSSING OF THE C.M.ST. P AND
 MG0832'P. RR. AND AN E.-W. GRAVEL RD.  STATION MARK IS A 5 FT LENGTH OF
 MG0832'COPPER COATED ROD DRIVEN IN A 5 IN. DIAMETER HOLE 6 IN. DEEP
 MG0832'AND LEFT OPEN, 226 FT E. OF A GRAVELED T-RD. N., 101 FT E. OF
 MG0832'THE RR. AND E.-W. GRAVEL RD. CROSSING, 31 FT W. OF A RR.
 MG0832'CROSSING SIGN, 11 FT SE. OF SE. RAIL OF RR. AND 13 FT N. OF
 MG0832'CENTER OF THE E.-W. GRAVEL RD.
 MG0832'
 MG0832'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0818 ***********************************************************************
 MG0818  DESIGNATION -  REBAR 27
 MG0818  PID         -  MG0818
 MG0818  STATE/COUNTY-  IA/WASHINGTON
 MG0818  USGS QUAD   -  RIVERSIDE (1983)
 MG0818
 MG0818                         *CURRENT SURVEY CONTROL
 MG0818  ___________________________________________________________________
 MG0818* NAD 83(1996)-  41 24 04.03747(N)    091 30 09.37538(W)     ADJUSTED  
 MG0818* NAVD 88     -       229.1    (meters)     752.     (feet)  VERTCON   
 MG0818  ___________________________________________________________________
 MG0818  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 MG0818  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0818
 MG0818  HORZ ORDER  -  SECOND
 MG0818
 MG0818.The horizontal coordinates were established by classical geodetic methods
 MG0818.and adjusted by the National Geodetic Survey in May 1999..
 MG0818
 MG0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0818
 MG0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0818
 MG0818.The geoid height was determined by GEOID03.
 MG0818
 MG0818;                    North         East     Units Scale Factor Converg.
 MG0818;SPC IA S     -   157,511.192   667,006.032   MT  0.99995446   +1 18 56.5
 MG0818;UTM  15      - 4,584,368.714   625,168.521   MT  0.99979281   +0 59 25.4
 MG0818
 MG0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0818!SPC IA S     -   0.99996921  x   0.99995446  =   0.99992367
 MG0818!UTM  15      -   0.99996921  x   0.99979281  =   0.99976203
 MG0818
 MG0818:                Primary Azimuth Mark                     Grid Az
 MG0818:SPC IA S     -  HIGH                                     277 05 55.5
 MG0818:UTM  15      -  HIGH                                     277 25 26.6
 MG0818
 MG0818|---------------------------------------------------------------------|
 MG0818| PID    Reference Object                     Distance      Geod. Az  |
 MG0818|                                                           dddmmss.s |
 MG0818| MG0820 HIGH                                APPROX. 3.7 KM 2782452.0 |
 MG0818|---------------------------------------------------------------------|
 MG0818
 MG0818                          SUPERSEDED SURVEY CONTROL
 MG0818
 MG0818  NAD 83(1986)-  41 24 04.03640(N)    091 30 09.38324(W) AD(       ) 2
 MG0818  NAD 27      -  41 24 03.96065(N)    091 30 08.80225(W) AD(       ) 2
 MG0818  NGVD 29 (07/19/86)  229.1    (m)          752.     (f) VERT ANG       
 MG0818
 MG0818.Superseded values are not recommended for survey control.
 MG0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0818.See file dsdata.txt to determine how the superseded data were derived.
 MG0818
 MG0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2516984369(NAD 83)
 MG0818_MARKER: I = METAL ROD
 MG0818_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MG0818_SP_SET: OBJECT DRIVEN INTO GROUND
 MG0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0818
 MG0818  HISTORY     - Date     Condition        Report By
 MG0818  HISTORY     - 1968     MONUMENTED       USGS
 MG0818
 MG0818                          STATION DESCRIPTION
 MG0818
 MG0818'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0818'STATION IS LOCATED ABOUT 5.0 MI N. AND 2.0 MI E. OF THE COMMUNITY
 MG0818'OF HASKINS, ABOUT 2.0 MI E. AND 0.3 MI S. OF THE HIGHLAND
 MG0818'COMMUNITY SCHOOL, IN THE W. SHOULDER OF A N.-S. GRAVEL RD.,
 MG0818'NEAR QUARTER COR. BETWEEN SECS. 11 AND 12, T. 76 N., R. 6
 MG0818'W.  STATION MARK IS A 5 FT COPPER COATED ROD DRIVEN IN A 5
 MG0818'IN. DIAMETER HOLE 5 IN. DEEP AND LEFT OPEN, 417 FT S. OF A
 MG0818'GRAVELED CROSSROADS, 10 FT W. OF CENTER OF N.-S. GRAVEL RD., 54
 MG0818'FT S.-SE. OF T-FENCE W. AND 20 FT E. OF THE W. RIGHT-OF-WAY
 MG0818'FENCE.
 MG0818'
 MG0818'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0808 ***********************************************************************
 MG0808  DESIGNATION -  REBAR 30
 MG0808  PID         -  MG0808
 MG0808  STATE/COUNTY-  IA/MUSCATINE
 MG0808  USGS QUAD   -  NICHOLS (1970)
 MG0808
 MG0808                         *CURRENT SURVEY CONTROL
 MG0808  ___________________________________________________________________
 MG0808* NAD 83(1996)-  41 29 18.07902(N)    091 19 58.45581(W)     ADJUSTED  
 MG0808* NAVD 88     -       221.9    (meters)     728.     (feet)  VERTCON   
 MG0808  ___________________________________________________________________
 MG0808  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 MG0808  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MG0808
 MG0808  HORZ ORDER  -  SECOND
 MG0808
 MG0808.The horizontal coordinates were established by classical geodetic methods
 MG0808.and adjusted by the National Geodetic Survey in May 1999..
 MG0808
 MG0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0808
 MG0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0808
 MG0808.The geoid height was determined by GEOID03.
 MG0808
 MG0808;                    North         East     Units Scale Factor Converg.
 MG0808;SPC IA S     -   167,535.834   680,950.798   MT  0.99996093   +1 25 38.9
 MG0808;UTM  15      - 4,594,312.894   639,167.780   MT  0.99983835   +1 06 16.5
 MG0808
 MG0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0808!SPC IA S     -   0.99997033  x   0.99996093  =   0.99993126
 MG0808!UTM  15      -   0.99997033  x   0.99983835  =   0.99980868
 MG0808
 MG0808:                Primary Azimuth Mark                     Grid Az
 MG0808:SPC IA S     -  NICHOLS                                  098 58 57.9
 MG0808:UTM  15      -  NICHOLS                                  099 18 20.3
 MG0808
 MG0808|---------------------------------------------------------------------|
 MG0808| PID    Reference Object                     Distance      Geod. Az  |
 MG0808|                                                           dddmmss.s |
 MG0808| MG0807 NICHOLS                             APPROX. 4.3 KM 1002436.8 |
 MG0808|---------------------------------------------------------------------|
 MG0808
 MG0808                          SUPERSEDED SURVEY CONTROL
 MG0808
 MG0808  NAD 83(1986)-  41 29 18.07729(N)    091 19 58.46368(W) AD(       ) 2
 MG0808  NAD 27      -  41 29 17.99066(N)    091 19 57.89088(W) AD(       ) 2
 MG0808  NGVD 29 (07/19/86)  222.0    (m)          728.     (f) VERT ANG       
 MG0808
 MG0808.Superseded values are not recommended for survey control.
 MG0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0808.See file dsdata.txt to determine how the superseded data were derived.
 MG0808
 MG0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF3916894313(NAD 83)
 MG0808_MARKER: I = METAL ROD
 MG0808_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MG0808_SP_SET: OBJECT DRIVEN INTO GROUND
 MG0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0808
 MG0808  HISTORY     - Date     Condition        Report By
 MG0808  HISTORY     - 1968     MONUMENTED       USGS
 MG0808  HISTORY     - 19980720 GOOD             USPSQD
 MG0808  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0808
 MG0808                          STATION DESCRIPTION
 MG0808
 MG0808'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0808'STATION IS LOCATED ABOUT 1.0 MI W. AND 0.5 MI N. OF NICHOLS, IN
 MG0808'THE NE. QUARTER OF THE SE. QUARTER OF SEC. 8, T. 77 N., R. 4 W.,
 MG0808'ABOUT 0.25 MI N. OF STATE HWY. 22, ABOUT 0.3 MI E. OF A
 MG0808'N.-S. GRAVEL RD. AND ABOUT 0.25 MI E. OF TWO RED BARNS AND A
 MG0808'FARMHOUSE, IN SOIL BANK LAND.  STATION MARK IS A 5 FT LENGTH OF
 MG0808'COPPER COATED ROD DRIVEN IN A 5 IN. DIAMETER HOLE 8 IN. DEEP
 MG0808'AND LEFT OPEN, 38 FT N. OF E.-W. FENCE ALONG N. SIDE OF NARROW
 MG0808'E.-W. LANE AND 249 FT W.-NW. OF COR. OF FENCES W. AND N.
 MG0808'
 MG0808'STANDARD BRACED TRIPOD USED.
 MG0808
 MG0808                          STATION RECOVERY (1998)
 MG0808
 MG0808'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0808'RECOVERED IN GOOD CONDITION.
 MG0808
 MG0808                          STATION RECOVERY (1998)
 MG0808
 MG0808'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0854 ***********************************************************************
 MG0854  DESIGNATION -  REBAR 34
 MG0854  PID         -  MG0854
 MG0854  STATE/COUNTY-  IA/WASHINGTON
 MG0854  USGS QUAD   -  WEST CHESTER (1973)
 MG0854
 MG0854                         *CURRENT SURVEY CONTROL
 MG0854  ___________________________________________________________________
 MG0854* NAD 83(1996)-  41 19 46.13113(N)    091 47 17.42908(W)     ADJUSTED  
 MG0854* NAVD 88     -       235.9    (meters)     774.     (feet)  VERTCON   
 MG0854  ___________________________________________________________________
 MG0854  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 MG0854  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 MG0854
 MG0854  HORZ ORDER  -  SECOND
 MG0854
 MG0854.The horizontal coordinates were established by classical geodetic methods
 MG0854.and adjusted by the National Geodetic Survey in May 1999..
 MG0854
 MG0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0854
 MG0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0854
 MG0854.The geoid height was determined by GEOID03.
 MG0854
 MG0854;                    North         East     Units Scale Factor Converg.
 MG0854;SPC IA S     -   149,047.528   643,288.851   MT  0.99995088   +1 07 39.3
 MG0854;UTM  15      - 4,576,041.876   601,408.134   MT  0.99972656   +0 48 01.2
 MG0854
 MG0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0854!SPC IA S     -   0.99996814  x   0.99995088  =   0.99991902
 MG0854!UTM  15      -   0.99996814  x   0.99972656  =   0.99969471
 MG0854
 MG0854:                Primary Azimuth Mark                     Grid Az
 MG0854:SPC IA S     -  CHES                                     266 22 15.7
 MG0854:UTM  15      -  CHES                                     266 41 53.8
 MG0854
 MG0854|---------------------------------------------------------------------|
 MG0854| PID    Reference Object                     Distance      Geod. Az  |
 MG0854|                                                           dddmmss.s |
 MG0854| MG0855 CHES                                APPROX. 3.5 KM 2672955.0 |
 MG0854|---------------------------------------------------------------------|
 MG0854
 MG0854                          SUPERSEDED SURVEY CONTROL
 MG0854
 MG0854  NAD 83(1986)-  41 19 46.13406(N)    091 47 17.44094(W) AD(       ) 2
 MG0854  NAD 27      -  41 19 46.07453(N)    091 47 16.83639(W) AD(       ) 2
 MG0854  NGVD 29 (07/19/86)  235.9    (m)          774.     (f) VERT ANG       
 MG0854
 MG0854.Superseded values are not recommended for survey control.
 MG0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0854.See file dsdata.txt to determine how the superseded data were derived.
 MG0854
 MG0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF0140876042(NAD 83)
 MG0854_MARKER: I = METAL ROD
 MG0854_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MG0854_SP_SET: OBJECT DRIVEN INTO GROUND
 MG0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0854
 MG0854  HISTORY     - Date     Condition        Report By
 MG0854  HISTORY     - 1968     MONUMENTED       USGS
 MG0854
 MG0854                          STATION DESCRIPTION
 MG0854
 MG0854'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0854'STATION IS LOCATED ABOUT 2.0 MI N. AND 5.0 MI W. OF WASHINGTON,
 MG0854'NEAR THE W. SIXTEENTH COR. OF SEC. 4, T. 75 N., R. 8 W., ABOUT
 MG0854'0.25 MI E.-SE. OF A CROSSING OF THE C. R.I. AND P. RR. AND A
 MG0854'N.-S. GRAVEL RD.
 MG0854'
 MG0854'STATION MARK IS A 5 FT LENGTH OF COPPER COATED ROD DRIVEN IN A
 MG0854'5 IN. DIAMETER HOLE 6 IN. DEEP AND LEFT OPEN, 220 FT S. OF
 MG0854'S. RAIL OF THE RR., 170 FT S. OF A T-FENCE S., 70 FT N. OF
 MG0854'COR. OF FENCES N. AND W. AND 3 FT E. OF THE N.-S. FENCE.
 MG0854'
 MG0854'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0859 ***********************************************************************
 MG0859  DESIGNATION -  REBAR 37
 MG0859  PID         -  MG0859
 MG0859  STATE/COUNTY-  IA/WASHINGTON
 MG0859  USGS QUAD   -  KEOTA (1973)
 MG0859
 MG0859                         *CURRENT SURVEY CONTROL
 MG0859  ___________________________________________________________________
 MG0859* NAD 83(1996)-  41 21 40.67815(N)    091 54 26.85420(W)     ADJUSTED  
 MG0859* NAVD 88     -       240.6    (meters)     789.     (feet)  VERTCON   
 MG0859  ___________________________________________________________________
 MG0859  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 MG0859  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 MG0859
 MG0859  HORZ ORDER  -  SECOND
 MG0859
 MG0859.The horizontal coordinates were established by classical geodetic methods
 MG0859.and adjusted by the National Geodetic Survey in May 1999..
 MG0859
 MG0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0859
 MG0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0859
 MG0859.The geoid height was determined by GEOID03.
 MG0859
 MG0859;                    North         East     Units Scale Factor Converg.
 MG0859;SPC IA S     -   152,390.904   633,240.550   MT  0.99995228   +1 02 56.4
 MG0859;UTM  15      - 4,579,441.758   591,381.462   MT  0.99970277   +0 43 19.2
 MG0859
 MG0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0859!SPC IA S     -   0.99996738  x   0.99995228  =   0.99991967
 MG0859!UTM  15      -   0.99996738  x   0.99970277  =   0.99967016
 MG0859
 MG0859:                Primary Azimuth Mark                     Grid Az
 MG0859:SPC IA S     -  CHES AZ MK                               109 41 41.4
 MG0859:UTM  15      -  CHES AZ MK                               110 01 18.6
 MG0859
 MG0859|---------------------------------------------------------------------|
 MG0859| PID    Reference Object                     Distance      Geod. Az  |
 MG0859|                                                           dddmmss.s |
 MG0859| MG0856 CHES AZ MK                          APPROX. 3.1 KM 1104437.8 |
 MG0859|---------------------------------------------------------------------|
 MG0859
 MG0859                          SUPERSEDED SURVEY CONTROL
 MG0859
 MG0859  NAD 83(1986)-  41 21 40.68198(N)    091 54 26.86675(W) AD(       ) 2
 MG0859  NAD 27      -  41 21 40.63305(N)    091 54 26.24492(W) AD(       ) 2
 MG0859  NGVD 29 (07/19/86)  240.6    (m)          789.     (f) VERT ANG       
 MG0859
 MG0859.Superseded values are not recommended for survey control.
 MG0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0859.See file dsdata.txt to determine how the superseded data were derived.
 MG0859
 MG0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF9138179442(NAD 83)
 MG0859_MARKER: I = METAL ROD
 MG0859_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MG0859_SP_SET: OBJECT DRIVEN INTO GROUND
 MG0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0859
 MG0859  HISTORY     - Date     Condition        Report By
 MG0859  HISTORY     - 1968     MONUMENTED       USGS
 MG0859
 MG0859                          STATION DESCRIPTION
 MG0859
 MG0859'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0859'STATION IS LOCATED 2.5 MI E. OF KEOTA, NEAR QUARTER COR. BETWEEN
 MG0859'SECS. 28 AND 29, T. 76 N., R. 9 W., IN THE SHOULDER OF A
 MG0859'N.-S. GRAVEL RD., 0.6 MI N. OF A GRAVEL T-RD. JCT. AND NEAR A
 MG0859'CROSSING OF THE C.R.I. AND P. RR.
 MG0859'
 MG0859'STATION MARK IS A 5 FT LENGTH OF COPPER COATED ROD DRIVEN IN A
 MG0859'5 IN. DIAMETER HOLE 6 IN. DEEP AND LEFT OPEN, 233 FT N. OF
 MG0859'RD. AND RR. CROSSING, 12 FT E. OF CENTER OF THE N.-S. GRAVEL
 MG0859'RD. AND 22 FT W. OF THE E. RIGHT-OF-WAY FENCE.
 MG0859'
 MG0859'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0861 ***********************************************************************
 MG0861  DESIGNATION -  REBAR 38
 MG0861  PID         -  MG0861
 MG0861  STATE/COUNTY-  IA/KEOKUK
 MG0861  USGS QUAD   -  KINROSS (1973)
 MG0861
 MG0861                         *CURRENT SURVEY CONTROL
 MG0861  ___________________________________________________________________
 MG0861* NAD 83(1996)-  41 23 17.41741(N)    091 57 57.55926(W)     ADJUSTED  
 MG0861* NAVD 88     -       241.7    (meters)     793.     (feet)  VERTCON   
 MG0861  ___________________________________________________________________
 MG0861  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 MG0861  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 MG0861
 MG0861  HORZ ORDER  -  SECOND
 MG0861
 MG0861.The horizontal coordinates were established by classical geodetic methods
 MG0861.and adjusted by the National Geodetic Survey in May 1999..
 MG0861
 MG0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0861
 MG0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0861
 MG0861.The geoid height was determined by GEOID03.
 MG0861
 MG0861;                    North         East     Units Scale Factor Converg.
 MG0861;SPC IA S     -   155,286.729   628,291.572   MT  0.99995370   +1 00 37.6
 MG0861;UTM  15      - 4,582,365.023   586,450.346   MT  0.99969197   +0 41 01.3
 MG0861
 MG0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0861!SPC IA S     -   0.99996720  x   0.99995370  =   0.99992090
 MG0861!UTM  15      -   0.99996720  x   0.99969197  =   0.99965918
 MG0861
 MG0861:                Primary Azimuth Mark                     Grid Az
 MG0861:SPC IA S     -  KEOTA                                    195 48 56.2
 MG0861:UTM  15      -  KEOTA                                    196 08 32.5
 MG0861
 MG0861|---------------------------------------------------------------------|
 MG0861| PID    Reference Object                     Distance      Geod. Az  |
 MG0861|                                                           dddmmss.s |
 MG0861| MG0858 KEOTA                               APPROX. 2.9 KM 1964933.8 |
 MG0861|---------------------------------------------------------------------|
 MG0861
 MG0861                          SUPERSEDED SURVEY CONTROL
 MG0861
 MG0861  NAD 83(1986)-  41 23 17.42086(N)    091 57 57.57276(W) AD(       ) 2
 MG0861  NAD 27      -  41 23 17.37781(N)    091 57 56.94057(W) AD(       ) 2
 MG0861  NGVD 29 (07/19/86)  241.7    (m)          793.     (f) VERT ANG       
 MG0861
 MG0861.Superseded values are not recommended for survey control.
 MG0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0861.See file dsdata.txt to determine how the superseded data were derived.
 MG0861
 MG0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8645082365(NAD 83)
 MG0861_MARKER: I = METAL ROD
 MG0861_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MG0861_SP_SET: OBJECT DRIVEN INTO GROUND
 MG0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0861
 MG0861  HISTORY     - Date     Condition        Report By
 MG0861  HISTORY     - 1968     MONUMENTED       USGS
 MG0861
 MG0861                          STATION DESCRIPTION
 MG0861
 MG0861'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0861'STATION IS LOCATED ABOUT 0.5 MI W. AND 1.5 MI N. OF KEOTA, IN
 MG0861'THE RIGHT-OF-WAY OF STATE HWY. 77, NEAR QUARTER COR. BETWEEN
 MG0861'SECS. 13 AND 14, T. 76 N., R. 10 W.
 MG0861'
 MG0861'STATION MARK IS A 5 FT LENGTH OF COPPER COATED ROD DRIVEN IN A 5
 MG0861'IN. DIAMETER HOLE 6 IN. DEEP AND LEFT OPEN, 19 FT W. OF THE CENTER
 MG0861'OF THE N.-S. CONCRETE HWY., 118 FT S. OF THE CENTER OF HWY. AT
 MG0861'A FENCE W., 31 FT E. OF W. RIGHT-OF-WAY FENCE AND 11 FT S. OF
 MG0861'CENTER OF A GRAVEL FIELD APPROACH W.
 MG0861'
 MG0861'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0814 ***********************************************************************
 MG0814  DESIGNATION -  REBAR 42
 MG0814  PID         -  MG0814
 MG0814  STATE/COUNTY-  IA/LOUISA
 MG0814  USGS QUAD   -  COTTER (1970)
 MG0814
 MG0814                         *CURRENT SURVEY CONTROL
 MG0814  ___________________________________________________________________
 MG0814* NAD 83(1996)-  41 19 25.16094(N)    091 24 49.09551(W)     ADJUSTED  
 MG0814* NAVD 88     -       217.9    (meters)     715.     (feet)  VERTCON   
 MG0814  ___________________________________________________________________
 MG0814  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 MG0814  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MG0814
 MG0814  HORZ ORDER  -  SECOND
 MG0814
 MG0814.The horizontal coordinates were established by classical geodetic methods
 MG0814.and adjusted by the National Geodetic Survey in May 1999..
 MG0814
 MG0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0814
 MG0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0814
 MG0814.The geoid height was determined by GEOID03.
 MG0814
 MG0814;                    North         East     Units Scale Factor Converg.
 MG0814;SPC IA S     -   149,085.282   674,649.635   MT  0.99995066   +1 22 27.4
 MG0814;UTM  15      - 4,575,900.707   632,762.944   MT  0.99981692   +1 02 51.5
 MG0814
 MG0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0814!SPC IA S     -   0.99997097  x   0.99995066  =   0.99992163
 MG0814!UTM  15      -   0.99997097  x   0.99981692  =   0.99978789
 MG0814
 MG0814:                Primary Azimuth Mark                     Grid Az
 MG0814:SPC IA S     -  COLUMBUS                                 124 01 39.2
 MG0814:UTM  15      -  COLUMBUS                                 124 21 15.1
 MG0814
 MG0814|---------------------------------------------------------------------|
 MG0814| PID    Reference Object                     Distance      Geod. Az  |
 MG0814|                                                           dddmmss.s |
 MG0814| MG0813 COLUMBUS                            APPROX. 4.6 KM 1252406.6 |
 MG0814|---------------------------------------------------------------------|
 MG0814
 MG0814                          SUPERSEDED SURVEY CONTROL
 MG0814
 MG0814  NAD 83(1986)-  41 19 25.15765(N)    091 24 49.10374(W) AD(       ) 2
 MG0814  NAD 27      -  41 19 25.07298(N)    091 24 48.53763(W) AD(       ) 2
 MG0814  NGVD 29 (07/19/86)  218.0    (m)          715.     (f) VERT ANG       
 MG0814
 MG0814.Superseded values are not recommended for survey control.
 MG0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0814.See file dsdata.txt to determine how the superseded data were derived.
 MG0814
 MG0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF3276375901(NAD 83)
 MG0814_MARKER: I = METAL ROD
 MG0814_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MG0814_SP_SET: OBJECT DRIVEN INTO GROUND
 MG0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0814
 MG0814  HISTORY     - Date     Condition        Report By
 MG0814  HISTORY     - 1968     MONUMENTED       USGS
 MG0814
 MG0814                          STATION DESCRIPTION
 MG0814
 MG0814'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0814'STATION IS LOCATED ABOUT 3.0 MI N. AND 2.5 MI W. OF COLUMBUS
 MG0814'JUNCTION, IN THE SW. QUARTER OF THE SE. QUARTER OF SEC. 3, T. 75
 MG0814'N., R. 5 W., 0.3 MI E. OF CO. HWY. H, 0.1 MI S. OF AN E.-W. GRAVEL
 MG0814'RD. AND IN THE W. ONE OF TWO HOG PASTURES.  STATION MARK IS 5 FT
 MG0814'LENGTH OF COPPER COATED ROD DRIVEN IN A 5 IN. DIAMETER HOLE 6
 MG0814'IN. DEEP AND LEFT OPEN, 510 FT S.-SW. OF CENTER OF E.-W. GRAVEL
 MG0814'RD. AT FENCE S., 233 FT N.-NW. OF A T-FENCE N. AND 101 FT W. OF
 MG0814'A N.-S. FENCE.
 MG0814'
 MG0814'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0812 ***********************************************************************
 MG0812  DESIGNATION -  REBAR 44
 MG0812  PID         -  MG0812
 MG0812  STATE/COUNTY-  IA/LOUISA
 MG0812  USGS QUAD   -  COLUMBUS JUNCTION (1970)
 MG0812
 MG0812                         *CURRENT SURVEY CONTROL
 MG0812  ___________________________________________________________________
 MG0812* NAD 83(1996)-  41 17 22.09235(N)    091 16 54.12091(W)     ADJUSTED  
 MG0812* NAVD 88     -       208.0    (meters)     682.     (feet)  VERTCON   
 MG0812  ___________________________________________________________________
 MG0812  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MG0812  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MG0812
 MG0812  HORZ ORDER  -  SECOND
 MG0812
 MG0812.The horizontal coordinates were established by classical geodetic methods
 MG0812.and adjusted by the National Geodetic Survey in May 1999..
 MG0812
 MG0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0812
 MG0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0812
 MG0812.The geoid height was determined by GEOID03.
 MG0812
 MG0812;                    North         East     Units Scale Factor Converg.
 MG0812;SPC IA S     -   145,563.332   685,788.616   MT  0.99994956   +1 27 40.3
 MG0812;UTM  15      - 4,572,315.673   643,880.377   MT  0.99985478   +1 08 02.5
 MG0812
 MG0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0812!SPC IA S     -   0.99997253  x   0.99994956  =   0.99992209
 MG0812!UTM  15      -   0.99997253  x   0.99985478  =   0.99982731
 MG0812
 MG0812:                Primary Azimuth Mark                     Grid Az
 MG0812:SPC IA S     -  CONCORD                                  082 21 46.9
 MG0812:UTM  15      -  CONCORD                                  082 41 24.7
 MG0812
 MG0812|---------------------------------------------------------------------|
 MG0812| PID    Reference Object                     Distance      Geod. Az  |
 MG0812|                                                           dddmmss.s |
 MG0812| MG0810 CONCORD                             APPROX. 2.3 KM 0834927.2 |
 MG0812|---------------------------------------------------------------------|
 MG0812
 MG0812                          SUPERSEDED SURVEY CONTROL
 MG0812
 MG0812  NAD 83(1986)-  41 17 22.08847(N)    091 16 54.12704(W) AD(       ) 2
 MG0812  NAD 27      -  41 17 21.99308(N)    091 16 53.57798(W) AD(       ) 2
 MG0812  NGVD 29 (07/19/86)  208.1    (m)          683.     (f) VERT ANG       
 MG0812
 MG0812.Superseded values are not recommended for survey control.
 MG0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0812.See file dsdata.txt to determine how the superseded data were derived.
 MG0812
 MG0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4388072316(NAD 83)
 MG0812_MARKER: I = METAL ROD
 MG0812_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MG0812_SP_SET: OBJECT DRIVEN INTO GROUND
 MG0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0812
 MG0812  HISTORY     - Date     Condition        Report By
 MG0812  HISTORY     - 1968     MONUMENTED       USGS
 MG0812
 MG0812                          STATION DESCRIPTION
 MG0812
 MG0812'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0812'STATION IS LOCATED ABOUT 4.0 MI E. AND 1.0 MI N. OF COLUMBUS
 MG0812'JUNCTION, IN THE NW. QUARTER OF THE NE. QUARTER OF SEC. 23,
 MG0812'T. 75 N., R. 4 W., ON TOP OF A LOW KNOLL IN A CORNFIELD ABOUT 100
 MG0812'YARDS W.-SW. OF A FARMHOUSE.  STATION MARK IS A 5 FT LENGTH OF
 MG0812'COPPER COATED ROD DRIVEN IN A 5 IN. DIAMETER HOLE 6 IN. DEEP AND
 MG0812'LEFT OPEN, 312 FT E. OF CENTER OF A N.-S. GRAVEL RD. AND 368 FT
 MG0812'SE. OF JCT. OF THE N.-S. GRAVEL RD. AND A DRIVE E. TO THE
 MG0812'FARMHOUSE.
 MG0812'
 MG0812'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0797 ***********************************************************************
 MG0797  DESIGNATION -  REBAR 46
 MG0797  PID         -  MG0797
 MG0797  STATE/COUNTY-  IA/LOUISA
 MG0797  USGS QUAD   -  LETTS (1965)
 MG0797
 MG0797                         *CURRENT SURVEY CONTROL
 MG0797  ___________________________________________________________________
 MG0797* NAD 83(1996)-  41 17 15.85136(N)    091 13 27.36006(W)     ADJUSTED  
 MG0797* NAVD 88     -       204.2    (meters)     670.     (feet)  VERTCON   
 MG0797  ___________________________________________________________________
 MG0797  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 MG0797  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MG0797
 MG0797  HORZ ORDER  -  SECOND
 MG0797
 MG0797.The horizontal coordinates were established by classical geodetic methods
 MG0797.and adjusted by the National Geodetic Survey in May 1999..
 MG0797
 MG0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0797
 MG0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0797
 MG0797.The geoid height was determined by GEOID03.
 MG0797
 MG0797;                    North         East     Units Scale Factor Converg.
 MG0797;SPC IA S     -   145,495.135   690,602.785   MT  0.99994951   +1 29 56.5
 MG0797;UTM  15      - 4,572,219.999   648,693.664   MT  0.99987211   +1 10 18.9
 MG0797
 MG0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0797!SPC IA S     -   0.99997313  x   0.99994951  =   0.99992264
 MG0797!UTM  15      -   0.99997313  x   0.99987211  =   0.99984524
 MG0797
 MG0797:                Primary Azimuth Mark                     Grid Az
 MG0797:SPC IA S     -  CONCORD                                  278 30 47.0
 MG0797:UTM  15      -  CONCORD                                  278 50 24.6
 MG0797
 MG0797|---------------------------------------------------------------------|
 MG0797| PID    Reference Object                     Distance      Geod. Az  |
 MG0797|                                                           dddmmss.s |
 MG0797| MG0810 CONCORD                             APPROX. 2.5 KM 2800043.5 |
 MG0797|---------------------------------------------------------------------|
 MG0797
 MG0797                          SUPERSEDED SURVEY CONTROL
 MG0797
 MG0797  NAD 83(1986)-  41 17 15.84731(N)    091 13 27.36395(W) AD(       ) 2
 MG0797  NAD 27      -  41 17 15.74806(N)    091 13 26.81924(W) AD(       ) 2
 MG0797  NGVD 29 (07/19/86)  204.3    (m)          670.     (f) VERT ANG       
 MG0797
 MG0797.Superseded values are not recommended for survey control.
 MG0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0797.See file dsdata.txt to determine how the superseded data were derived.
 MG0797
 MG0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4869472220(NAD 83)
 MG0797_MARKER: I = METAL ROD
 MG0797_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MG0797_SP_SET: OBJECT DRIVEN INTO GROUND
 MG0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0797
 MG0797  HISTORY     - Date     Condition        Report By
 MG0797  HISTORY     - 1968     MONUMENTED       USGS
 MG0797
 MG0797                          STATION DESCRIPTION
 MG0797
 MG0797'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0797'STATION IS LOCATED 1.9 MI W. AND 0.75 MI N. OF GRANDVIEW, IN
 MG0797'THE SW. QUARTER OF THE NE. QUARTER OF SEC. 20, T. 75 N, R. 3
 MG0797'W., 0.75 MI N. ALONG A GRAVEL RD. FROM STATE HWY. 92 AND 0.15 MI
 MG0797'W. OF THE N.-S. GRAVEL RD.  STATION MARK IS A 5 FT LENGTH OF
 MG0797'COPPER COATED ROD DRIVEN IN A 5 IN. DIAMETER HOLE 6 IN. DEEP AND
 MG0797'LEFT OPEN, 137 FT W. OF A T-FENCE N., 6 FT N. OF CENTER OF AN
 MG0797'E.-W. FIELD RD. AND 2 FT S. OF AN E.-W. FENCE.
 MG0797'
 MG0797'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0795 ***********************************************************************
 MG0795  DESIGNATION -  REBAR 47
 MG0795  PID         -  MG0795
 MG0795  STATE/COUNTY-  IA/LOUISA
 MG0795  USGS QUAD   -  LETTS (1965)
 MG0795
 MG0795                         *CURRENT SURVEY CONTROL
 MG0795  ___________________________________________________________________
 MG0795* NAD 83(1996)-  41 16 44.80768(N)    091 11 25.38506(W)     ADJUSTED  
 MG0795* NAVD 88     -       216.4    (meters)     710.     (feet)  VERTCON   
 MG0795  ___________________________________________________________________
 MG0795  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 MG0795  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MG0795
 MG0795  HORZ ORDER  -  SECOND
 MG0795
 MG0795.The horizontal coordinates were established by classical geodetic methods
 MG0795.and adjusted by the National Geodetic Survey in May 1999..
 MG0795
 MG0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0795
 MG0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0795
 MG0795.The geoid height was determined by GEOID03.
 MG0795
 MG0795;                    North         East     Units Scale Factor Converg.
 MG0795;SPC IA S     -   144,612.626   693,465.312   MT  0.99994930   +1 31 16.8
 MG0795;UTM  15      - 4,571,321.222   651,550.898   MT  0.99988267   +1 11 38.7
 MG0795
 MG0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0795!SPC IA S     -   0.99997121  x   0.99994930  =   0.99992052
 MG0795!UTM  15      -   0.99997121  x   0.99988267  =   0.99985389
 MG0795
 MG0795:                Primary Azimuth Mark                     Grid Az
 MG0795:SPC IA S     -  REBAR 46                                 287 08 03.9
 MG0795:UTM  15      -  REBAR 46                                 287 27 42.0
 MG0795
 MG0795|---------------------------------------------------------------------|
 MG0795| PID    Reference Object                     Distance      Geod. Az  |
 MG0795|                                                           dddmmss.s |
 MG0795| MG0797 REBAR 46                            APPROX. 3.0 KM 2883920.7 |
 MG0795|---------------------------------------------------------------------|
 MG0795
 MG0795                          SUPERSEDED SURVEY CONTROL
 MG0795
 MG0795  NAD 83(1986)-  41 16 44.80296(N)    091 11 25.38780(W) AD(       ) 2
 MG0795  NAD 27      -  41 16 44.70070(N)    091 11 24.84665(W) AD(       ) 2
 MG0795  NGVD 29 (07/19/86)  216.5    (m)          710.     (f) VERT ANG       
 MG0795
 MG0795.Superseded values are not recommended for survey control.
 MG0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0795.See file dsdata.txt to determine how the superseded data were derived.
 MG0795
 MG0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5155171321(NAD 83)
 MG0795_MARKER: I = METAL ROD
 MG0795_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MG0795_SP_SET: OBJECT DRIVEN INTO GROUND
 MG0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0795
 MG0795  HISTORY     - Date     Condition        Report By
 MG0795  HISTORY     - 1968     MONUMENTED       USGS
 MG0795
 MG0795                          STATION DESCRIPTION
 MG0795
 MG0795'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0795'STATION IS LOCATED IN THE NW. PORTION OF THE TOWN OF GRANDVIEW,
 MG0795'NEAR THE CENTER OF THE SW. QUARTER SEC. 22, T. 75 N., R. 3 W., 3
 MG0795'BLOCKS N. AND 1-1/2 BLOCKS W. OF THE POST OFFICE, 1 BLOCK N. OF THE
 MG0795'N. EDGE OF THE CITY PARK AND IN THE CENTER OF A
 MG0795'N.-S. ALLEY.  STATION MARK IS A 5 FT LENGTH OF COPPER COATED ROD
 MG0795'DRIVEN FLUSH WITH THE GROUND, 104 FT N. OF CENTER OF JCT. OF
 MG0795'ALLEY WITH E.-W. STREET, 32 FT NE. OF CENTER OF A POWER SERVICE
 MG0795'POLE AND 11 FT NW. OF CENTER OF A TRIPLE-BOLE CHINABERRY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0892 ***********************************************************************
 MG0892  DESIGNATION -  REBAR 5
 MG0892  PID         -  MG0892
 MG0892  STATE/COUNTY-  IA/JOHNSON
 MG0892  USGS QUAD   -  WILLIAMSTOWN (1965)
 MG0892
 MG0892                         *CURRENT SURVEY CONTROL
 MG0892  ___________________________________________________________________
 MG0892* NAD 83(1996)-  41 32 51.52432(N)    091 41 43.17775(W)     ADJUSTED  
 MG0892* NAVD 88     -       240.2    (meters)     788.     (feet)  VERTCON   
 MG0892  ___________________________________________________________________
 MG0892  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 MG0892  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MG0892
 MG0892  HORZ ORDER  -  SECOND
 MG0892
 MG0892.The horizontal coordinates were established by classical geodetic methods
 MG0892.and adjusted by the National Geodetic Survey in May 1999..
 MG0892
 MG0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0892
 MG0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0892
 MG0892.The geoid height was determined by GEOID03.
 MG0892
 MG0892;                    North         East     Units Scale Factor Converg.
 MG0892;SPC IA S     -   173,428.284   650,556.950   MT  0.99996665   +1 11 19.5
 MG0892;UTM  15      - 4,600,375.578   608,812.911   MT  0.99974571   +0 51 55.4
 MG0892
 MG0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0892!SPC IA S     -   0.99996745  x   0.99996665  =   0.99993410
 MG0892!UTM  15      -   0.99996745  x   0.99974571  =   0.99971316
 MG0892
 MG0892:                Primary Azimuth Mark                     Grid Az
 MG0892:SPC IA S     -  SHAN                                     103 20 36.0
 MG0892:UTM  15      -  SHAN                                     103 40 00.1
 MG0892
 MG0892|---------------------------------------------------------------------|
 MG0892| PID    Reference Object                     Distance      Geod. Az  |
 MG0892|                                                           dddmmss.s |
 MG0892| MG0891 SHAN                                APPROX. 3.4 KM 1043155.5 |
 MG0892|---------------------------------------------------------------------|
 MG0892
 MG0892                          SUPERSEDED SURVEY CONTROL
 MG0892
 MG0892  NAD 83(1986)-  41 32 51.52654(N)    091 41 43.18586(W) AD(       ) 2
 MG0892  NAD 27      -  41 32 51.46796(N)    091 41 42.57806(W) AD(       ) 2
 MG0892  NGVD 29 (07/19/86)  240.2    (m)          788.     (f) VERT ANG       
 MG0892
 MG0892.Superseded values are not recommended for survey control.
 MG0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0892.See file dsdata.txt to determine how the superseded data were derived.
 MG0892
 MG0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG0881300376(NAD 83)
 MG0892_MARKER: I = METAL ROD
 MG0892_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MG0892_SP_SET: OBJECT DRIVEN INTO GROUND
 MG0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0892+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 MG0892
 MG0892  HISTORY     - Date     Condition        Report By
 MG0892  HISTORY     - 1968     MONUMENTED       USGS
 MG0892  HISTORY     - 20051009 GOOD             GEOCAC
 MG0892
 MG0892                          STATION DESCRIPTION
 MG0892
 MG0892'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0892'STATION IS LOCATED 0.5 MI E. AND 4.3 MI N. OF KALONA, NEAR
 MG0892'QUARTER COR. BETWEEN SECS. 19 AND 20, T. 78 N., R. 7 W. IN THE
 MG0892'E. SHOULDER OF A N.-S. GRAVEL RD.  STATION MARK IS A 5 FT LENGTH
 MG0892'OF COPPER COATED ROD DRIVEN IN A HOLE 5 IN. IN DIAMETER AND 6
 MG0892'IN. DEEP LEFT OPEN.  STATION IS 15 FT E. OF CENTER OF N.-S.
 MG0892'GRAVEL RD., 62 FT N. OF CENTER OF WOODEN GATE AND 21 FT W. OF THE
 MG0892'E. RIGHT-OF-WAY FENCE.
 MG0892'
 MG0892'STANDARD BRACED TRIPOD USED.
 MG0892
 MG0892                          STATION RECOVERY (2005)
 MG0892
 MG0892'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0892'FOUND AS DESCRIBED, AND 21 FT SW OF POWER POLE, 20.5 FT WEST OF NEWER
 MG0892'FENCE, AND 27.3 FT NW OF CROSSED NAILS IN SQUARE POST AT SOUTH END OF
 MG0892'FENCE AT OPENING TO FIELD. ROD IS 4 INCHES UNDER SURFACE AND TOP IS
 MG0892'BENT SLIGHTLY TO SOUTH. SKY VISIBILITY GOOD.
 MG0892' 
 MG0892'WOODEN GATE WAS PROBABLY AT PRESENT DIRT LANE TO EAST IMMEDIATELY
 MG0892'NORTH OF CONCRETE CORNER POST BUT ITS LENGTH CANNOT BE DETERMINED. AN
 MG0892'ADDITIONAL UNGATED FIELD OPENING IS TO NORTH OF LANE FENCE, NORTH OF
 MG0892'ORIGINAL GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0806 ***********************************************************************
 MG0806  DESIGNATION -  REBAR 50
 MG0806  PID         -  MG0806
 MG0806  STATE/COUNTY-  IA/MUSCATINE
 MG0806  USGS QUAD   -  NICHOLS (1970)
 MG0806
 MG0806                         *CURRENT SURVEY CONTROL
 MG0806  ___________________________________________________________________
 MG0806* NAD 83(1996)-  41 23 41.37015(N)    091 16 12.47769(W)     ADJUSTED  
 MG0806* NAVD 88     -       214.9    (meters)     705.     (feet)  VERTCON   
 MG0806  ___________________________________________________________________
 MG0806  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 MG0806  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0806
 MG0806  HORZ ORDER  -  SECOND
 MG0806
 MG0806.The horizontal coordinates were established by classical geodetic methods
 MG0806.and adjusted by the National Geodetic Survey in May 1999..
 MG0806
 MG0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0806
 MG0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0806
 MG0806.The geoid height was determined by GEOID03.
 MG0806
 MG0806;                    North         East     Units Scale Factor Converg.
 MG0806;SPC IA S     -   157,284.468   686,457.309   MT  0.99995408   +1 28 07.7
 MG0806;UTM  15      - 4,584,031.697   644,615.671   MT  0.99985738   +1 08 38.6
 MG0806
 MG0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0806!SPC IA S     -   0.99997144  x   0.99995408  =   0.99992552
 MG0806!UTM  15      -   0.99997144  x   0.99985738  =   0.99982882
 MG0806
 MG0806:                Primary Azimuth Mark                     Grid Az
 MG0806:SPC IA S     -  LETTS                                    175 09 07.8
 MG0806:UTM  15      -  LETTS                                    175 28 36.9
 MG0806
 MG0806|---------------------------------------------------------------------|
 MG0806| PID    Reference Object                     Distance      Geod. Az  |
 MG0806|                                                           dddmmss.s |
 MG0806| MG0811 LETTS                               APPROX. 5.8 KM 1763715.5 |
 MG0806|---------------------------------------------------------------------|
 MG0806
 MG0806                          SUPERSEDED SURVEY CONTROL
 MG0806
 MG0806  NAD 83(1986)-  41 23 41.36746(N)    091 16 12.48445(W) AD(       ) 2
 MG0806  NAD 27      -  41 23 41.27495(N)    091 16 11.92711(W) AD(       ) 2
 MG0806  NGVD 29 (07/19/86)  215.0    (m)          705.     (f) VERT ANG       
 MG0806
 MG0806.Superseded values are not recommended for survey control.
 MG0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0806.See file dsdata.txt to determine how the superseded data were derived.
 MG0806
 MG0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4461684032(NAD 83)
 MG0806_MARKER: I = METAL ROD
 MG0806_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MG0806_SP_SET: OBJECT DRIVEN INTO GROUND
 MG0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0806
 MG0806  HISTORY     - Date     Condition        Report By
 MG0806  HISTORY     - 1968     MONUMENTED       USGS
 MG0806  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 MG0806
 MG0806                          STATION DESCRIPTION
 MG0806
 MG0806'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0806'STATION IS LOCATED 4.0 MI E. AND 1.0 MI N. OF CONESVILLE, IN
 MG0806'THE SW. QUARTER OF THE SW. QUARTER OF SEC. 12, T. 76 N., R. 4
 MG0806'W., ON TOP OF A LOW GRASSY HILL, IN SOIL BANK LAND.  STATION
 MG0806'MARK IS A 5 FT COPPER COATED ROD DRIVEN IN A 5 IN. DIAMETER HOLE
 MG0806'12 IN. DEEP AND LEFT OPEN, 431 FT N. OF AN E.-W. FENCE LINE AND
 MG0806'704 FT W.-SW. OF CENTER OF A N.-S. ASPHALT RD. AT A FENCE E.
 MG0806
 MG0806                          STATION RECOVERY (1998)
 MG0806
 MG0806'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0801 ***********************************************************************
 MG0801  DESIGNATION -  REBAR 52
 MG0801  PID         -  MG0801
 MG0801  STATE/COUNTY-  IA/MUSCATINE
 MG0801  USGS QUAD   -  MUSCATINE NW (1965)
 MG0801
 MG0801                         *CURRENT SURVEY CONTROL
 MG0801  ___________________________________________________________________
 MG0801* NAD 83(1996)-  41 23 01.03986(N)    091 12 53.64647(W)     ADJUSTED  
 MG0801* NAVD 88     -       231.4    (meters)     759.     (feet)  VERTCON   
 MG0801  ___________________________________________________________________
 MG0801  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 MG0801  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MG0801
 MG0801  HORZ ORDER  -  SECOND
 MG0801
 MG0801.The horizontal coordinates were established by classical geodetic methods
 MG0801.and adjusted by the National Geodetic Survey in May 1999..
 MG0801
 MG0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0801
 MG0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0801
 MG0801.The geoid height was determined by GEOID03.
 MG0801
 MG0801;                    North         East     Units Scale Factor Converg.
 MG0801;SPC IA S     -   156,160.608   691,107.243   MT  0.99995344   +1 30 18.7
 MG0801;UTM  15      - 4,582,881.597   649,258.751   MT  0.99987417   +1 10 49.2
 MG0801
 MG0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0801!SPC IA S     -   0.99996885  x   0.99995344  =   0.99992229
 MG0801!UTM  15      -   0.99996885  x   0.99987417  =   0.99984303
 MG0801
 MG0801:                Primary Azimuth Mark                     Grid Az
 MG0801:SPC IA S     -  ARDON                                    358 59 18.0
 MG0801:UTM  15      -  ARDON                                    359 18 47.5
 MG0801
 MG0801|---------------------------------------------------------------------|
 MG0801| PID    Reference Object                     Distance      Geod. Az  |
 MG0801|                                                           dddmmss.s |
 MG0801| MG0800 ARDON                               APPROX. 4.0 KM 0002936.7 |
 MG0801|---------------------------------------------------------------------|
 MG0801
 MG0801                          SUPERSEDED SURVEY CONTROL
 MG0801
 MG0801  NAD 83(1986)-  41 23 01.03702(N)    091 12 53.65380(W) AD(       ) 2
 MG0801  NAD 27      -  41 23 00.94160(N)    091 12 53.10238(W) AD(       ) 2
 MG0801  NGVD 29 (07/19/86)  231.5    (m)          760.     (f) VERT ANG       
 MG0801
 MG0801.Superseded values are not recommended for survey control.
 MG0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0801.See file dsdata.txt to determine how the superseded data were derived.
 MG0801
 MG0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4925982882(NAD 83)
 MG0801_MARKER: I = METAL ROD
 MG0801_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MG0801_SP_SET: OBJECT DRIVEN INTO GROUND
 MG0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0801
 MG0801  HISTORY     - Date     Condition        Report By
 MG0801  HISTORY     - 1968     MONUMENTED       USGS
 MG0801  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 MG0801
 MG0801                          STATION DESCRIPTION
 MG0801
 MG0801'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0801'STATION IS LOCATED ABOUT 5.0 MI E. AND 6.5 MI S. OF NICHOLS,
 MG0801'ABOUT 0.3 MI N. OF A CROSSROADS AND COR. OF SECS. 16, 17, 20 AND
 MG0801'21, T. 76 N., R. 3 W., IN THE W. SHOULDER OF CO. RD. X-43 AT A
 MG0801'WOODEN BRIDGE OVER THE C. M. ST.P. AND P. RR.  STATION MARK IS A
 MG0801'5 FT LENGTH OF COPPER COATED ROD DRIVEN IN A 5 IN. DIAMETER HOLE
 MG0801'IN 5 IN. DEEP AND LEFT OPEN, 15 FT W. OF CENTER OF CO. RD. X-43
 MG0801'AND 8 FT S.-SW. OF SW. COR. OF BRIDGE.
 MG0801'
 MG0801'STANDARD BRACED TRIPOD USED.
 MG0801
 MG0801                          STATION RECOVERY (1998)
 MG0801
 MG0801'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0796 ***********************************************************************
 MG0796  DESIGNATION -  REBAR 53
 MG0796  PID         -  MG0796
 MG0796  STATE/COUNTY-  IA/MUSCATINE
 MG0796  USGS QUAD   -  LETTS (1965)
 MG0796
 MG0796                         *CURRENT SURVEY CONTROL
 MG0796  ___________________________________________________________________
 MG0796* NAD 83(1996)-  41 20 33.50219(N)    091 12 55.84044(W)     ADJUSTED  
 MG0796* NAVD 88     -       228.6    (meters)     750.     (feet)  VERTCON   
 MG0796  ___________________________________________________________________
 MG0796  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MG0796  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MG0796
 MG0796  HORZ ORDER  -  SECOND
 MG0796
 MG0796.The horizontal coordinates were established by classical geodetic methods
 MG0796.and adjusted by the National Geodetic Survey in May 1999..
 MG0796
 MG0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0796
 MG0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0796
 MG0796.The geoid height was determined by GEOID03.
 MG0796
 MG0796;                    North         East     Units Scale Factor Converg.
 MG0796;SPC IA S     -   151,609.481   691,175.808   MT  0.99995142   +1 30 17.3
 MG0796;UTM  15      - 4,578,330.509   649,301.469   MT  0.99987433   +1 10 44.3
 MG0796
 MG0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0796!SPC IA S     -   0.99996930  x   0.99995142  =   0.99992072
 MG0796!UTM  15      -   0.99996930  x   0.99987433  =   0.99984363
 MG0796
 MG0796:                Primary Azimuth Mark                     Grid Az
 MG0796:SPC IA S     -  LETTS                                    268 37 25.7
 MG0796:UTM  15      -  LETTS                                    268 56 58.7
 MG0796
 MG0796|---------------------------------------------------------------------|
 MG0796| PID    Reference Object                     Distance      Geod. Az  |
 MG0796|                                                           dddmmss.s |
 MG0796| MG0811 LETTS                               APPROX. 4.2 KM 2700743.0 |
 MG0796|---------------------------------------------------------------------|
 MG0796
 MG0796                          SUPERSEDED SURVEY CONTROL
 MG0796
 MG0796  NAD 83(1986)-  41 20 33.49927(N)    091 12 55.84691(W) AD(       ) 2
 MG0796  NAD 27      -  41 20 33.40238(N)    091 12 55.29950(W) AD(       ) 2
 MG0796  NGVD 29 (07/19/86)  228.7    (m)          750.     (f) VERT ANG       
 MG0796
 MG0796.Superseded values are not recommended for survey control.
 MG0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0796.See file dsdata.txt to determine how the superseded data were derived.
 MG0796
 MG0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4930178331(NAD 83)
 MG0796_MARKER: I = METAL ROD
 MG0796_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MG0796_SP_SET: OBJECT DRIVEN INTO GROUND
 MG0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0796
 MG0796  HISTORY     - Date     Condition        Report By
 MG0796  HISTORY     - 1968     MONUMENTED       USGS
 MG0796  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 MG0796
 MG0796                          STATION DESCRIPTION
 MG0796
 MG0796'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0796'STATION IS LOCATED 1.5 MI W. AND 4.5 MI N. OF GRANDVIEW, NEAR
 MG0796'QUARTER COR. BETWEEN SECS. 32 AND 33, T. 76 N., R. 3 W., IN THE
 MG0796'W. SHOULDER OF CO. RD. X-43 NEAR A T-JCT. OF CO. RD. X-43 AND
 MG0796'CO. RD. G-34.  STATION MARK IS A 5 FT LENGTH OF COPPER COATED
 MG0796'ROD DRIVEN IN A 5 IN. DIAMETER HOLE 5 IN. DEEP AND LEFT OPEN,
 MG0796'139 FT N. OF THE T-RD. JCT. AND 13 FT W. OF CENTER OF CO. RD
 MG0796'X-43.
 MG0796'
 MG0796'STANDARD BRACED TRIPOD USED.
 MG0796
 MG0796                          STATION RECOVERY (1998)
 MG0796
 MG0796'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0888 ***********************************************************************
 MG0888  DESIGNATION -  REBAR 9
 MG0888  PID         -  MG0888
 MG0888  STATE/COUNTY-  IA/JOHNSON
 MG0888  USGS QUAD   -  HILLS (1983)
 MG0888
 MG0888                         *CURRENT SURVEY CONTROL
 MG0888  ___________________________________________________________________
 MG0888* NAD 83(1996)-  41 34 59.68817(N)    091 36 12.96326(W)     ADJUSTED  
 MG0888* NAVD 88     -       228.2    (meters)     749.     (feet)  VERTCON   
 MG0888  ___________________________________________________________________
 MG0888  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 MG0888  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MG0888
 MG0888  HORZ ORDER  -  SECOND
 MG0888
 MG0888.The horizontal coordinates were established by classical geodetic methods
 MG0888.and adjusted by the National Geodetic Survey in May 1999..
 MG0888
 MG0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0888
 MG0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0888
 MG0888.The geoid height was determined by GEOID03.
 MG0888
 MG0888;                    North         East     Units Scale Factor Converg.
 MG0888;SPC IA S     -   177,544.049   658,121.941   MT  0.99997060   +1 14 57.0
 MG0888;UTM  15      - 4,604,447.791   616,399.357   MT  0.99976673   +0 55 36.9
 MG0888
 MG0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0888!SPC IA S     -   0.99996933  x   0.99997060  =   0.99993993
 MG0888!UTM  15      -   0.99996933  x   0.99976673  =   0.99973607
 MG0888
 MG0888:                Primary Azimuth Mark                     Grid Az
 MG0888:SPC IA S     -  HILLS                                    147 25 51.3
 MG0888:UTM  15      -  HILLS                                    147 45 11.4
 MG0888
 MG0888|---------------------------------------------------------------------|
 MG0888| PID    Reference Object                     Distance      Geod. Az  |
 MG0888|                                                           dddmmss.s |
 MG0888| MG0887 HILLS                               APPROX. 5.2 KM 1484048.3 |
 MG0888|---------------------------------------------------------------------|
 MG0888
 MG0888                          SUPERSEDED SURVEY CONTROL
 MG0888
 MG0888  NAD 83(1986)-  41 34 59.68866(N)    091 36 12.97075(W) AD(       ) 2
 MG0888  NAD 27      -  41 34 59.62439(N)    091 36 12.36736(W) AD(       ) 2
 MG0888  NGVD 29 (07/19/86)  228.2    (m)          749.     (f) VERT ANG       
 MG0888
 MG0888.Superseded values are not recommended for survey control.
 MG0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0888.See file dsdata.txt to determine how the superseded data were derived.
 MG0888
 MG0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1639904448(NAD 83)
 MG0888_MARKER: I = METAL ROD
 MG0888_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MG0888_SP_SET: OBJECT DRIVEN INTO GROUND
 MG0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0888
 MG0888  HISTORY     - Date     Condition        Report By
 MG0888  HISTORY     - 1968     MONUMENTED       USGS
 MG0888
 MG0888                          STATION DESCRIPTION
 MG0888
 MG0888'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0888'STATION IS LOCATED 2.0 MI N. AND 3.5 MI W. OF HILLS, ABOUT 0.3
 MG0888'MI W. OF GRAVELED CROSSROADS AND COR. OF SECS. 1, 6, 7 AND 12,
 MG0888'T. 78 N., RS. 6 AND 7 W., AT THE S. EDGE OF A FIELD ALONG AN
 MG0888'E.-W. GRAVEL RD.  STATION MARK IS A 5 FT LENGTH OF COPPER COATED
 MG0888'ROD DRIVEN IN A HOLE 5 IN. IN DIAMETER AND 6 IN. DEEP AND LEFT
 MG0888'OPEN.  STATION IS 275 FT W.-NW. OF CENTER OF E.-W. RD. AT
 MG0888'DRIVE S. TO A FARMHOUSE, 190 FT W.-NW. OF CENTER OF E.-W. RD.
 MG0888'AT FENCES N.-S., 35 FT N. OF CENTER OF E.-W. RD., 34 FT W. OF A
 MG0888'TELEPHONE POLE AND 1 FT N. OF THE N. RIGHT-OF-WAY FENCE.
 MG0888'
 MG0888'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0532 ***********************************************************************
 MJ0532  DESIGNATION -  RED OAK
 MJ0532  PID         -  MJ0532
 MJ0532  STATE/COUNTY-  IA/MONTGOMERY
 MJ0532  USGS QUAD   -  RED OAK NORTH (1978)
 MJ0532
 MJ0532                         *CURRENT SURVEY CONTROL
 MJ0532  ___________________________________________________________________
 MJ0532* NAD 83(1986)-  41 00 31.     (N)    095 13 44.     (W)     SCALED    
 MJ0532* NAVD 88     -       317.585  (meters)    1041.94   (feet)  ADJUSTED  
 MJ0532  ___________________________________________________________________
 MJ0532  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 MJ0532  DYNAMIC HT  -         317.432 (meters)    1041.44  (feet)  COMP
 MJ0532  MODELED GRAV-     980,133.2   (mgal)                       NAVD 88
 MJ0532
 MJ0532  VERT ORDER  -  SECOND    CLASS 0
 MJ0532
 MJ0532.The horizontal coordinates were scaled from a topographic map and have
 MJ0532.an estimated accuracy of +/- 6 seconds.
 MJ0532
 MJ0532.The orthometric height was determined by differential leveling
 MJ0532.and adjusted by the National Geodetic Survey in June 1991..
 MJ0532.WARNING-Repeat measurements at this control monument indicate possible
 MJ0532.vertical movement.
 MJ0532
 MJ0532.The geoid height was determined by GEOID03.
 MJ0532
 MJ0532.The dynamic height is computed by dividing the NAVD 88
 MJ0532.geopotential number by the normal gravity value computed on the
 MJ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0532.degrees latitude (g = 980.6199 gals.).
 MJ0532
 MJ0532.The modeled gravity was interpolated from observed gravity values.
 MJ0532
 MJ0532;                    North         East    Units  Estimated Accuracy
 MJ0532;SPC IA S     -   113,450.      354,580.      MT  (+/- 180 meters Scaled)
 MJ0532
 MJ0532                          SUPERSEDED SURVEY CONTROL
 MJ0532
 MJ0532  NGVD 29 (??/??/92)  317.491  (m)         1041.64   (f) ADJ UNCH    2 0
 MJ0532
 MJ0532.Superseded values are not recommended for survey control.
 MJ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0532.See file dsdata.txt to determine how the superseded data were derived.
 MJ0532
 MJ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF125421(NAD 83)
 MJ0532_MARKER: DB = BENCH MARK DISK
 MJ0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0532_STAMPING: RED OAK 1934
 MJ0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0532+STABILITY: SURFACE MOTION
 MJ0532
 MJ0532  HISTORY     - Date     Condition        Report By
 MJ0532  HISTORY     - 1934     MONUMENTED       CGS
 MJ0532  HISTORY     - 1949     GOOD             NGS
 MJ0532  HISTORY     - 20060901 GOOD             GEOCAC
 MJ0532
 MJ0532                          STATION DESCRIPTION
 MJ0532
 MJ0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0532'AT RED OAK.
 MJ0532'AT RED OAK, AT THE SOUTHWEST CORNER OF THE CITY PARK, 43.8 FEET
 MJ0532'EAST OF THE EAST CURB OF THIRD STREET, 31.4 FEET NORTH OF THE NORTH
 MJ0532'CURB OF COOLBAUGH STREET, 1.8 FEET NORTHWEST OF A SANDSTONE
 MJ0532'BOULDER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 MJ0532'FOOT ABOVE THE GROUND.
 MJ0532
 MJ0532                          STATION RECOVERY (2006)
 MJ0532
 MJ0532'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MJ0532'HANDHELD COORDINATES N41 00 33.0 W95 13 43.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1447 ***********************************************************************
 MJ1447  CBN         -  This is a Cooperative Base Network Control Station.
 MJ1447  PACS        -  This is a Primary Airport Control Station.
 MJ1447  DESIGNATION -  REDPORT
 MJ1447  PID         -  MJ1447
 MJ1447  STATE/COUNTY-  IA/MONTGOMERY
 MJ1447  USGS QUAD   -  WALES (1978)
 MJ1447
 MJ1447                         *CURRENT SURVEY CONTROL
 MJ1447  ___________________________________________________________________
 MJ1447* NAD 83(1996)-  41 00 37.94926(N)    095 15 35.49514(W)     ADJUSTED  
 MJ1447* NAVD 88     -       316.56   (meters)    1038.6    (feet)  GPS OBS   
 MJ1447  ___________________________________________________________________
 MJ1447  X           -    -441,867.395 (meters)                     COMP
 MJ1447  Y           -  -4,799,743.194 (meters)                     COMP
 MJ1447  Z           -   4,163,495.068 (meters)                     COMP
 MJ1447  LAPLACE CORR-          -7.10  (seconds)                    DEFLEC99
 MJ1447  ELLIP HEIGHT-         287.14  (meters)          (06/15/04) GPS OBS
 MJ1447  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 MJ1447
 MJ1447  HORZ ORDER  -  B
 MJ1447  ELLP ORDER  -  FOURTH    CLASS I
 MJ1447
 MJ1447.This mark is at Red Oak Municipal Airport (RDK)
 MJ1447
 MJ1447.The horizontal coordinates were established by GPS observations
 MJ1447.and adjusted by the National Geodetic Survey in August 1997..
 MJ1447
 MJ1447.The orthometric height was determined by GPS observations and a
 MJ1447.high-resolution geoid model.
 MJ1447
 MJ1447.GPS derived orthometric heights for airport stations designated as
 MJ1447.PACS or SACS are published to 2 decimal places.  This maintains
 MJ1447.centimeter relative accuracy between the PACS and SACS.  It does
 MJ1447.not indicate centimeter accuracy relative to other marks which are
 MJ1447.part of the NAVD 88 network.
 MJ1447
 MJ1447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1447
 MJ1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1447
 MJ1447.The ellipsoidal height was determined by GPS observations
 MJ1447.and is referenced to NAD 83.
 MJ1447
 MJ1447.The geoid height was determined by GEOID03.
 MJ1447
 MJ1447;                    North         East     Units Scale Factor Converg.
 MJ1447;SPC IA S     -   113,716.277   351,974.396   MT  0.99995386   -1 09 33.2
 MJ1447;UTM  15      - 4,542,387.163   309,965.681   MT  1.00004449   -1 29 00.1
 MJ1447
 MJ1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1447!SPC IA S     -   0.99995496  x   0.99995386  =   0.99990882
 MJ1447!UTM  15      -   0.99995496  x   1.00004449  =   0.99999945
 MJ1447
 MJ1447:                Primary Azimuth Mark                     Grid Az
 MJ1447:SPC IA S     -  REDPORT AZ MK                            355 16 35.1
 MJ1447:UTM  15      -  REDPORT AZ MK                            355 36 02.0
 MJ1447
 MJ1447|---------------------------------------------------------------------|
 MJ1447| PID    Reference Object                     Distance      Geod. Az  |
 MJ1447|                                                           dddmmss.s |
 MJ1447| MJ1448 REDPORT AZ MK                       404.368 METERS 3540701.9 |
 MJ1447|---------------------------------------------------------------------|
 MJ1447
 MJ1447                          SUPERSEDED SURVEY CONTROL
 MJ1447
 MJ1447  ELLIP H (08/25/97)  287.18   (m)                       GP(       ) 4 1
 MJ1447  NAD 83(1996)-  41 00 37.94644(N)    095 15 35.48169(W) AD(       ) 3
 MJ1447  NAD 83(1986)-  41 00 37.94759(N)    095 15 35.47958(W) AD(       ) 3
 MJ1447  NGVD 29 (07/09/90)  316.5    (m)         1038.     (f) GPS OBS        
 MJ1447
 MJ1447.Superseded values are not recommended for survey control.
 MJ1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1447.See file dsdata.txt to determine how the superseded data were derived.
 MJ1447
 MJ1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF0996642387(NAD 83)
 MJ1447_MARKER: I = METAL ROD
 MJ1447_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1447_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1447_STAMPING: REDPORT 1989
 MJ1447_MARK LOGO: NGS   
 MJ1447_PROJECTION: FLUSH
 MJ1447_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1447+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1447_ROD/PIPE-DEPTH: 15.8 meters
 MJ1447_SLEEVE-DEPTH  : 0.91 meters
 MJ1447
 MJ1447  HISTORY     - Date     Condition        Report By
 MJ1447  HISTORY     - 1989     MONUMENTED       NGS
 MJ1447  HISTORY     - 19960916 GOOD             IADT
 MJ1447
 MJ1447                          STATION DESCRIPTION
 MJ1447
 MJ1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1447'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) WEST OF RED OAK, AT THE
 MJ1447'RED OAK MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE RUNWAYS 5-23 AND
 MJ1447'17-35.  OWNERSHIP--CITY OF RED OAK, RED OAK, IA 51566, PHONE (712)
 MJ1447'623-9230.  THE AIRPORT MANAGER IS BOYD ROLAND.
 MJ1447'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 34 AND STATE
 MJ1447'HIGHWAY 48, ON THE NORTH SIDE OF RED OAK, GO WEST ON US HIGHWAY 34 FOR
 MJ1447'1.6 KM (1.00 MI) TO THE INTERSECTION OF PARKWEST ROAD.  TURN LEFT,
 MJ1447'SOUTH, ON PARKWEST ROAD FOR 1.05 KM (0.65 MI) TO THE INTERSECTION OF
 MJ1447'COUNTY ROAD H 34.  TURN RIGHT, WEST, ON COUNTY ROAD H 34 FOR 0.4 KM
 MJ1447'(0.25 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTH,
 MJ1447'ON THE ENTRANCE ROAD TO ITS END AT A HANGAR AND APRON.  CONTINUE
 MJ1447'SOUTHWESTERLY ACROSS THE APRON AND ENTRANCE RAMP TO THE JUNCTION OF
 MJ1447'RUNWAY 17.  TURN LEFT, SOUTH, ONTO THE RUNWAY FOR 0.4 KM (0.25 MI) TO
 MJ1447'THE JUNCTION OF RUNWAY 5-23 AND THE STATION ON THE LEFT.
 MJ1447'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MJ1447'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 MJ1447'SURROUNDED BY CONCRETE.  LOCATED 23.1 M (75.8 FT) NORTHWEST OF THE
 MJ1447'CENTER OF RUNWAY 5-23, 19.5 M (64.0 FT) EAST OF THE CENTER OF RUNWAY
 MJ1447'17-35, 6.0 M (19.7 FT) NORTHEAST OF THE CURVED EDGE OF THE JUNCTION OF
 MJ1447'THE RUNWAYS AND 4.1 M (13.5 FT) EAST OF A FIBERGLASS WITNESS POST.
 MJ1447'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MJ1447'DESCRIBED BY M. L. MCCREADY.
 MJ1447
 MJ1447                          STATION RECOVERY (1996)
 MJ1447
 MJ1447'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 MJ1447'RECOVERED AS DESCRIBED BY IOWA DOT.  A PINK HARN STATE SURVEY SIGN WAS
 MJ1447'SET 0.6 M (2.0 FT) NORTH OF THE MONUMENT.  THE NEW AIRPORT MANAGER IS
 MJ1447'RANDY WAGNER AND HIS PHONE IS (712) 623-6523.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1448 ***********************************************************************
 MJ1448  DESIGNATION -  REDPORT AZ MK
 MJ1448  PID         -  MJ1448
 MJ1448  STATE/COUNTY-  IA/MONTGOMERY
 MJ1448  USGS QUAD   -  WALES (1978)
 MJ1448
 MJ1448                         *CURRENT SURVEY CONTROL
 MJ1448  ___________________________________________________________________
 MJ1448* NAD 83(1996)-  41 00 50.98846(N)    095 15 37.26889(W)     ADJUSTED  
 MJ1448* NAVD 88     -       318.0    (meters)    1043.     (feet)  VERTCON   
 MJ1448  ___________________________________________________________________
 MJ1448  X           -    -441,884.574 (meters)                     COMP
 MJ1448  Y           -  -4,799,477.679 (meters)                     COMP
 MJ1448  Z           -   4,163,799.595 (meters)                     COMP
 MJ1448  LAPLACE CORR-          -7.14  (seconds)                    DEFLEC99
 MJ1448  ELLIP HEIGHT-         288.66  (meters)          (05/06/99) GPS OBS
 MJ1448  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 MJ1448
 MJ1448  HORZ ORDER  -  THIRD
 MJ1448  ELLP ORDER  -  FOURTH    CLASS I
 MJ1448
 MJ1448.This mark is at Red Oak Municipal Airport (RDK)
 MJ1448
 MJ1448.The horizontal coordinates were established by GPS observations
 MJ1448.and adjusted by the National Geodetic Survey in May 1999..
 MJ1448
 MJ1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1448
 MJ1448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1448
 MJ1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1448
 MJ1448.The ellipsoidal height was determined by GPS observations
 MJ1448.and is referenced to NAD 83.
 MJ1448
 MJ1448.The geoid height was determined by GEOID03.
 MJ1448
 MJ1448;                    North         East     Units Scale Factor Converg.
 MJ1448;SPC IA S     -   114,119.253   351,941.098   MT  0.99995365   -1 09 34.4
 MJ1448;UTM  15      - 4,542,790.357   309,934.661   MT  1.00004463   -1 29 01.6
 MJ1448
 MJ1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1448!SPC IA S     -   0.99995472  x   0.99995365  =   0.99990838
 MJ1448!UTM  15      -   0.99995472  x   1.00004463  =   0.99999935
 MJ1448
 MJ1448:                Primary Azimuth Mark                     Grid Az
 MJ1448:SPC IA S     -  REDPORT                                  175 16 35.2
 MJ1448:UTM  15      -  REDPORT                                  175 36 02.4
 MJ1448
 MJ1448|---------------------------------------------------------------------|
 MJ1448| PID    Reference Object                     Distance      Geod. Az  |
 MJ1448|                                                           dddmmss.s |
 MJ1448| MJ1447 REDPORT                             404.368 METERS 1740700.8 |
 MJ1448|---------------------------------------------------------------------|
 MJ1448
 MJ1448                          SUPERSEDED SURVEY CONTROL
 MJ1448
 MJ1448  NAD 83(1996)-  41 00 50.98560(N)    095 15 37.25566(W) AD(       ) 3
 MJ1448  NAD 83(1986)-  41 00 50.98646(N)    095 15 37.25443(W) AD(       ) 3
 MJ1448  NGVD 29 (07/09/90)  317.9    (m)         1043.     (f) GPS OBS        
 MJ1448
 MJ1448.Superseded values are not recommended for survey control.
 MJ1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1448.See file dsdata.txt to determine how the superseded data were derived.
 MJ1448
 MJ1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF0993542790(NAD 83)
 MJ1448_MARKER: I = METAL ROD
 MJ1448_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1448_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1448_STAMPING: REDPORT AZ MK 1989
 MJ1448_MARK LOGO: NGS   
 MJ1448_PROJECTION: FLUSH
 MJ1448_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1448+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1448_ROD/PIPE-DEPTH: 15.7 meters
 MJ1448_SLEEVE-DEPTH  : 0.91 meters
 MJ1448
 MJ1448  HISTORY     - Date     Condition        Report By
 MJ1448  HISTORY     - 1989     MONUMENTED       NGS
 MJ1448
 MJ1448                          STATION DESCRIPTION
 MJ1448
 MJ1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1448'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) WEST OF RED OAK, AT THE
 MJ1448'RED OAK MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE ENTRANCE RAMP AND
 MJ1448'THE END OF RUNWAY 17.  OWNERSHIP CITY OF RED OAK, RED OAK, IA 51566,
 MJ1448'PHONE (712) 623-9230.  THE AIRPORT MANAGER IS BOYD ROLAND.
 MJ1448'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 34 AND STATE
 MJ1448'HIGHWAY 48, ON THE NORTH SIDE OF RED OAK, GO WEST ON US HIGHWAY 34 FOR
 MJ1448'1.6 KM (1.00 MI) TO THE INTERSECTION OF PARKWEST ROAD.  TURN LEFT,
 MJ1448'SOUTH, ON PARKWEST ROAD FOR 1.05 KM (0.65 MI) TO THE INTERSECTION OF
 MJ1448'COUNTY ROAD H 34.  TURN RIGHT, WEST, ON COUNTY ROAD H 34 FOR 0.4 KM
 MJ1448'(0.25 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTH,
 MJ1448'ON THE ENTRANCE ROAD TO ITS END AT A HANGAR AND APRON.  CONTINUE
 MJ1448'SOUTHWESTERLY ACROSS THE APRON AND ENTRANCE RAMP TO THE JUNCTION OF
 MJ1448'RUNWAY 17 AND THE STATION ON THE LEFT.
 MJ1448'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MJ1448'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 MJ1448'SURROUNDED BY CONCRETE.  LOCATED 17.1 M (56.1 FT) EAST OF THE CENTER
 MJ1448'OF RUNWAY 17, 10.55 M (34.6 FT) SOUTH OF THE CENTER OF THE ENTRANCE
 MJ1448'RAMP, 2.2 M (7.2 FT) SOUTH OF THE CURVED EDGE OF THE ENTRANCE RAMP,
 MJ1448'2.15 M (7.1 FT) NORTHWEST OF THE CENTER OF ROUND METAL COVER FOR AN
 MJ1448'ELECTRICAL HOOK UP PROJECTING ABOUT 0.3 M (1.0 FT) AND 2.15 M
 MJ1448'(7.1 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 MJ1448'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MJ1448'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1111 ***********************************************************************
 MJ1111  DESIGNATION -  REICHARDT
 MJ1111  PID         -  MJ1111
 MJ1111  STATE/COUNTY-  IA/CASS
 MJ1111  USGS QUAD   -  BRIDGEWATER (1980)
 MJ1111
 MJ1111                         *CURRENT SURVEY CONTROL
 MJ1111  ___________________________________________________________________
 MJ1111* NAD 83(1996)-  41 10 21.53704(N)    094 44 05.47812(W)     ADJUSTED  
 MJ1111* NAVD 88     -       413.     (meters)    1355.     (feet)  SCALED    
 MJ1111  ___________________________________________________________________
 MJ1111  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 MJ1111  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 MJ1111
 MJ1111  HORZ ORDER  -  FIRST
 MJ1111
 MJ1111.The horizontal coordinates were established by classical geodetic methods
 MJ1111.and adjusted by the National Geodetic Survey in May 1999..
 MJ1111
 MJ1111.The orthometric height was scaled from a topographic map.
 MJ1111
 MJ1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1111
 MJ1111.The geoid height was determined by GEOID03.
 MJ1111
 MJ1111;                    North         East     Units Scale Factor Converg.
 MJ1111;SPC IA S     -   130,956.367   396,385.638   MT  0.99994849   -0 48 48.2
 MJ1111;UTM  15      - 4,559,373.704   354,474.415   MT  0.99986064   -1 08 32.3
 MJ1111
 MJ1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1111!SPC IA S     -   0.99993987  x   0.99994849  =   0.99988837
 MJ1111!UTM  15      -   0.99993987  x   0.99986064  =   0.99980052
 MJ1111
 MJ1111:                Primary Azimuth Mark                     Grid Az
 MJ1111:SPC IA S     -  FONTANELLE MUNICIPAL TANK                048 42 24.4
 MJ1111:UTM  15      -  FONTANELLE MUNICIPAL TANK                049 02 08.5
 MJ1111
 MJ1111|---------------------------------------------------------------------|
 MJ1111| PID    Reference Object                     Distance      Geod. Az  |
 MJ1111|                                                           dddmmss.s |
 MJ1111| MJ1102 FONTANELLE MUNICIPAL TANK           APPROX.19.3 KM 0475336.2 |
 MJ1111| MJ1098 GREENFIELD MUNICIPAL TANK           APPROX.27.5 KM 0574103.3 |
 MJ1111| CL7765 UNIDENTIFIED STACK                                 12308     |
 MJ1111| CL8259 REICHARDT RM 1                       24.890 METERS 12347     |
 MJ1111| CL8260 REICHARDT RM 2                       26.582 METERS 23902     |
 MJ1111| CL8258 REICHARDT AZ MK                                    3353601.1 |
 MJ1111| MJ1114 MASSENA MUNICIPAL TANK              APPROX. 9.6 KM 3425602.1 |
 MJ1111|---------------------------------------------------------------------|
 MJ1111
 MJ1111                          SUPERSEDED SURVEY CONTROL
 MJ1111
 MJ1111  NAD 83(1986)-  41 10 21.53837(N)    094 44 05.50542(W) AD(       ) 1
 MJ1111  NAD 27      -  41 10 21.58700(N)    094 44 04.59400(W) AD(       ) 1
 MJ1111
 MJ1111.Superseded values are not recommended for survey control.
 MJ1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1111.See file dsdata.txt to determine how the superseded data were derived.
 MJ1111
 MJ1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF5447459374(NAD 83)
 MJ1111_MARKER: DS = TRIANGULATION STATION DISK
 MJ1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1111
 MJ1111  HISTORY     - Date     Condition        Report By
 MJ1111  HISTORY     - 1934     MONUMENTED       CGS
 MJ1111  HISTORY     - 1953     GOOD             CGS
 MJ1111
 MJ1111                          STATION DESCRIPTION
 MJ1111
 MJ1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1111'THIS STATION IS ABOUT 12 MILES N OF CORNING, AND ABOUT 8 MILES
 MJ1111'E OF S OF MASSENA.  IN THE S EDGE OF THE SW 1/4 SECTION 26,
 MJ1111'T 74 N, R 34 W, ON LAND OWNED BY MRS. HERMAN REICHARDT AND
 MJ1111'FARMED BY MR. ED. H. REICHARDT.  THE STATION MARK IS 1.2 MILES
 MJ1111'E OF STATE HIGHWAY 148.  0.2 MILE E OF CROSSROADS.  ON FIRST
 MJ1111'SMALL RISE E OF THIS CROSS ROAD.  1/4 MILE S OF MR. REICHARDTS
 MJ1111'HOUSE.  24 FEET N OF CENTER LINE OF DIRT ROAD, AND 1 FOOT
 MJ1111'N OF N RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 5 INCHES.
 MJ1111'
 MJ1111'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MJ1111'BRONZE DISKS SET IN CONCRETE.
 MJ1111'
 MJ1111'REFERENCE MARK NO. 1 IS SE OF THE STATION.  24 FEET S OF CENTER
 MJ1111'LINE OF DIRT ROAD, AND 1 FOOT N OF S RIGHT-OF-WAY FENCE LINE.
 MJ1111'THE MARK PROJECTS 1 INCH.
 MJ1111'
 MJ1111'REFERENCE MARK NO. 2 IS SW OF THE STATION.  24 FEET S OF CENTER
 MJ1111'LINE OF DIRT ROAD, AND 1 FOOT N OF S RIGHT-OF-WAY FENCE LINE.
 MJ1111'THE MARK PROJECTS 4 INCHES.  THE DISTANCE BETWEEN THE REFERENCE
 MJ1111'MARKS IS 142.66 FEET.
 MJ1111'
 MJ1111'THE AZIMUTH MARK IS NNW OF THE STATION.  0.4 MILE N OF CROSS
 MJ1111'ROAD.  100 YARDS S OF BARN.  30 FEET W OF CENTER LINE OF DIRT
 MJ1111'ROAD.  1 FOOT E OF W RIGHT-OF-WAY FENCE LINE.  THE MARK IS FLUSH
 MJ1111'WITH THE GROUND.
 MJ1111'
 MJ1111'TO REACH THE STATION FROM MASSENA, GO E ON STATE HIGHWAY 2 FOR
 MJ1111'0.3 MILE TO JUNCTION WITH STATE HIGHWAY 148.  TURN S ON STATE
 MJ1111'HIGHWAY 148 AND GO 5.9 MILES TO CROSS ROAD AT SMALL SCHOOLHOUSE.
 MJ1111'THENCE E 1.2 MILES TO STATION ON N.  REACHED FROM CORNING BY
 MJ1111'GOING N ON STATE HIGHWAY 148 FROM U.S. HIGHWAY 34, 13.45 MILES
 MJ1111'TO CROSSROADS AT SCHOOLHOUSE, THENCE E AS ABOVE.
 MJ1111'
 MJ1111'AN 87-FOOT SIGNAL AT ROGGE, NORTON, CLAYTON AND DOUGHERTY IS
 MJ1111'VISIBLE FROM THE GROUND.  A 74-FOOT SIGNAL AT TAHA AND STEELE
 MJ1111'IS VISIBLE FROM THE GROUND.
 MJ1111
 MJ1111                          STATION RECOVERY (1953)
 MJ1111
 MJ1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 MJ1111'STATION WAS RECOVERED AS DESCRIBED, AND THE STATION MARK AND
 MJ1111'REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 MJ1111'MARK AND REFERENCE MARK 1 HAD ALREADY BEEN DESTROYED BY ROAD
 MJ1111'CONSTRUCTION.  ROAD CONSTRUCTION WOULD DESTROY THE STATION
 MJ1111'MARK AND REFERENCE MARK 2, SO THEY WERE MOVED.  A NEW STATION,
 MJ1111'REICHARDT 2, AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  SEE
 MJ1111'THE DESCRIPTION OF REICHARDT 2 FOR DETAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1110 ***********************************************************************
 MJ1110  DESIGNATION -  REICHARDT 2
 MJ1110  PID         -  MJ1110
 MJ1110  STATE/COUNTY-  IA/CASS
 MJ1110  USGS QUAD   -  BRIDGEWATER (1980)
 MJ1110
 MJ1110                         *CURRENT SURVEY CONTROL
 MJ1110  ___________________________________________________________________
 MJ1110* NAD 83(1996)-  41 10 20.91886(N)    094 44 06.84127(W)     ADJUSTED  
 MJ1110* NAVD 88     -       413.     (meters)    1355.     (feet)  SCALED    
 MJ1110  ___________________________________________________________________
 MJ1110  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 MJ1110  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 MJ1110
 MJ1110  HORZ ORDER  -  SECOND
 MJ1110
 MJ1110.The horizontal coordinates were established by classical geodetic methods
 MJ1110.and adjusted by the National Geodetic Survey in May 1999..
 MJ1110.No horizontal observational check was made to the station.
 MJ1110
 MJ1110.The orthometric height was scaled from a topographic map.
 MJ1110
 MJ1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1110
 MJ1110.The geoid height was determined by GEOID03.
 MJ1110
 MJ1110;                    North         East     Units Scale Factor Converg.
 MJ1110;SPC IA S     -   130,937.751   396,353.597   MT  0.99994849   -0 48 49.1
 MJ1110;UTM  15      - 4,559,355.274   354,442.271   MT  0.99986076   -1 08 33.2
 MJ1110
 MJ1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1110!SPC IA S     -   0.99993987  x   0.99994849  =   0.99988837
 MJ1110!UTM  15      -   0.99993987  x   0.99986076  =   0.99980064
 MJ1110
 MJ1110|---------------------------------------------------------------------|
 MJ1110| PID    Reference Object                     Distance      Geod. Az  |
 MJ1110|                                                           dddmmss.s |
 MJ1110| MJ1111 REICHARDT                            37.058 METERS 05902     |
 MJ1110| CL8261 REICHARDT 2 RM 3                     24.262 METERS 09000     |
 MJ1110| CL8262 REICHARDT 2 RM 4                     25.335 METERS 27020     |
 MJ1110|---------------------------------------------------------------------|
 MJ1110
 MJ1110                          SUPERSEDED SURVEY CONTROL
 MJ1110
 MJ1110  NAD 83(1986)-  41 10 20.92020(N)    094 44 06.86856(W) AD(       ) 2
 MJ1110  NAD 27      -  41 10 20.96900(N)    094 44 05.95800(W) AD(       ) 2
 MJ1110
 MJ1110.Superseded values are not recommended for survey control.
 MJ1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1110.See file dsdata.txt to determine how the superseded data were derived.
 MJ1110
 MJ1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF5444259355(NAD 83)
 MJ1110_MARKER: DS = TRIANGULATION STATION DISK
 MJ1110_SETTING: 0 = UNSPECIFIED SETTING
 MJ1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1110+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 MJ1110
 MJ1110  HISTORY     - Date     Condition        Report By
 MJ1110  HISTORY     - 1953     MONUMENTED       CGS
 MJ1110  HISTORY     - 20031105 GOOD             JCLS
 MJ1110
 MJ1110                          STATION DESCRIPTION
 MJ1110
 MJ1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (GCM)
 MJ1110'STATION IS LOCATED ABOUT 12 MI. N OF CORNING, 6-1/2 MI. S-SE
 MJ1110'OF MASSENA, IN THE N EDGE OF THE NW 1/4 OF SECTION 35, T 74 N,
 MJ1110'R 34 W, AND ON LAND OWNED BY MR. LOUIE REICHARDT WHOSE FARM
 MJ1110'BUILDINGS ARE ABOUT 1/4 MI. SW.  IT IS 0.15 MI. E OF A CROSSROADS,
 MJ1110'37 FT. S OF THE CENTER OF A GRADED ROAD, AND IN THE S FENCE
 MJ1110'LINE.  SURFACE STATION MARK IS A STANDARD STATION DISK, STAMPED
 MJ1110'REICHARDT 2 1953 AND SET IN THE TOP OF A CONCRETE POST
 MJ1110'PROJECTING 3 IN.
 MJ1110'
 MJ1110'REFERENCE MARK 3 IS 37 FT. S OF THE CENTER OF A GRADED ROAD,
 MJ1110'AND IN THE S FENCE LINE.  IT IS A STANDARD REFERENCE-MARK
 MJ1110'DISK, STAMPED REICHARDT 2 NO 3 1953 AND SET IN THE TOP OF A
 MJ1110'CONCRETE POST PROJECTING 2 IN.
 MJ1110'
 MJ1110'REFERENCE MARK 4 IS 37 FT. S OF THE CENTER OF A GRADED ROAD,
 MJ1110'AND IN THE S FENCE LINE.  IT IS A STANDARD REFERENCE-MARK DISK,
 MJ1110'STAMPED REICHARDT 2 NO 4 1953 AND SET IN THE TOP OF A CONCRETE
 MJ1110'POST PROJECTING 3 IN.
 MJ1110'
 MJ1110'THERE IS NO AZIMUTH MARK FOR THIS STATION.
 MJ1110'
 MJ1110'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 92
 MJ1110'(PAVED) AND 148 (GRAVEL) AT THE NE EDGE OF MASSENA, GO S ON
 MJ1110'STATE HIGHWAY 148 FOR 6.0 MI. TO A CROSSROAD AND A SCHOOLHOUSE
 MJ1110'IN THE SE ANGLE OF THE INTERSECTION, TURN LEFT AND GO E FOR
 MJ1110'1.15 MI. TO THE FIRST SMALL RISE AND THE STATION ON THE RIGHT
 MJ1110'AS DESCRIBED.
 MJ1110'
 MJ1110'THIS STATION WAS MOVED S ACROSS THE ROAD, BECAUSE THERE IS A
 MJ1110'POWER LINE ON THE N SIDE OF THE ROAD.
 MJ1110
 MJ1110                          STATION RECOVERY (2003)
 MJ1110
 MJ1110'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 MJ1110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0587 ***********************************************************************
 NK0587  DESIGNATION -  REINBECK
 NK0587  PID         -  NK0587
 NK0587  STATE/COUNTY-  IA/TAMA
 NK0587  USGS QUAD   -  LINCOLN (1971)
 NK0587
 NK0587                         *CURRENT SURVEY CONTROL
 NK0587  ___________________________________________________________________
 NK0587* NAD 83(1996)-  42 16 56.62007(N)    092 37 42.78723(W)     ADJUSTED  
 NK0587* NAVD 88     -       315.3    (meters)    1034.     (feet)  VERTCON   
 NK0587  ___________________________________________________________________
 NK0587  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 NK0587  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 NK0587
 NK0587  HORZ ORDER  -  SECOND
 NK0587
 NK0587.The horizontal coordinates were established by classical geodetic methods
 NK0587.and adjusted by the National Geodetic Survey in May 1999..
 NK0587
 NK0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0587
 NK0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0587
 NK0587.The geoid height was determined by GEOID03.
 NK0587
 NK0587;                    North         East     Units Scale Factor Converg.
 NK0587;SPC IA N     - 1,087,275.769 1,571,876.441   MT  0.99996784   +0 35 26.2
 NK0587;UTM  15      - 4,681,197.723   530,626.072   MT  0.99961154   +0 14 59.7
 NK0587
 NK0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0587!SPC IA N     -   0.99995553  x   0.99996784  =   0.99992337
 NK0587!UTM  15      -   0.99995553  x   0.99961154  =   0.99956709
 NK0587
 NK0587|---------------------------------------------------------------------|
 NK0587| PID    Reference Object                     Distance      Geod. Az  |
 NK0587|                                                           dddmmss.s |
 NK0587| CI7035 REINBECK RM 2                        13.191 METERS 24557     |
 NK0587| NK0590 BELL TEL MICROWAVE TOWER            APPROX. 6.5 KM 2693259.2 |
 NK0587| CI7034 REINBECK RM 1                        13.369 METERS 35855     |
 NK0587|---------------------------------------------------------------------|
 NK0587
 NK0587                          SUPERSEDED SURVEY CONTROL
 NK0587
 NK0587  NAD 83(1996)-  42 16 56.62093(N)    092 37 42.77957(W) AD(       ) 2
 NK0587  NAD 83(1986)-  42 16 56.62049(N)    092 37 42.77918(W) AD(       ) 2
 NK0587  NAD 27      -  42 16 56.67109(N)    092 37 42.07324(W) AD(       ) 2
 NK0587  NGVD 29 (07/19/86)  315.3    (m)         1034.     (f) VERT ANG       
 NK0587
 NK0587.Superseded values are not recommended for survey control.
 NK0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0587.See file dsdata.txt to determine how the superseded data were derived.
 NK0587
 NK0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3062681198(NAD 83)
 NK0587_MARKER: DD = SURVEY DISK
 NK0587_SETTING: 0 = UNSPECIFIED SETTING
 NK0587
 NK0587  HISTORY     - Date     Condition        Report By
 NK0587  HISTORY     - 1970     MONUMENTED       USGS
 NK0587
 NK0587                          STATION DESCRIPTION
 NK0587
 NK0587'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0587'THE STATION IS ABOUT 3.6 MI ENE. OF LINCOLN, IOWA, ABOUT 520
 NK0587'FT E. OF THE COR. OF SECS. 5, 6, 7 AND 8.  T. 86 N., R. 15 W., ON
 NK0587'A PROMINENT RIDGE.
 NK0587'
 NK0587'TO REACH THE STATION FROM THE CROSSROADS IN LINCOLN, NEAR THE
 NK0587'QUARTER COR. BETWEEN SECS. 14 AND 15, GO N. 1.5 MI TO A CROSSROADS,
 NK0587'TURN RIGHT AND GO E. 3 MI. TO CROSSROADS, CONTINUE E. FOR ABOUT
 NK0587'520 FT AND STATION ON RIGHT (S.).
 NK0587'
 NK0587'STATION MARK, STAMPED ET REINBECK 1970 IS 11 FT S. AND 520 FT
 NK0587'E. OF CENTER OF CROSSROADS, 19 FT N. OF S. RIGHT-OF-WAY FENCE,
 NK0587'19 FT N. OF USGS WITNESS POST.
 NK0587'
 NK0587'REFERENCE MARK NO. 1, STAMPED REINBECK NO 1 1970 IS N. OF THE
 NK0587'STATION, 32 FT N. AND 520 FT E. OF CENTER OF CROSSROADS, 1 FT
 NK0587'S. OF THE N. RIGHT-OF-WAY FENCE.
 NK0587'
 NK0587'REFERENCE MARK NO. 2, STAMPED REINBECK NO 2 1970 IS SW. OF THE
 NK0587'STATION, 30 FT S. AND 480 FT E. OF CENTER OF CROSSROADS, 1 FT
 NK0587'N. OF S. RIGHT-OF-WAY FENCE.
 NK0587'
 NK0587'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0587'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NK0587'GRAVEL TO WITHIN 1 IN. OF CAP.  REFERENCE MARK 1 AND REFERENCE
 NK0587'MARK 2 ARE FLUSH WITH THE GROUND.  STATION MARK IS BURIED
 NK0587'APPROX. 20 IN. BELOW THE SURFACE.
 NK0587'
 NK0587'NO AZIMUTH MARK WAS SET.
 NK0587'
 NK0587'REFERENCE AZIMUTH USED - BELL TELEPHONE CO. TOWER, CENTER OF RED
 NK0587'LIGHT.  POINT OBSERVED WAS CENTER RED LIGHT ON THE BELL TELEPHONE
 NK0587'MICROWAVE TOWER.  THE TOWER IS TRIANGULAR PAINTED ALTERNATE RED
 NK0587'AND WHITE.  T. 86 N., R. 16 W., ABOUT 0.05 MI S. AND ABOUT 0.1
 NK0587'MI E. OF THE COR. OF SECS. 3, 4, 9 AND 10.
 NK0587'
 NK0587'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0548 ***********************************************************************
 NL0548  DESIGNATION -  REMBRANDT MUNICIPAL TANK
 NL0548  PID         -  NL0548
 NL0548  STATE/COUNTY-  IA/BUENA VISTA
 NL0548  USGS QUAD   -  REMBRANDT (1971)
 NL0548
 NL0548                         *CURRENT SURVEY CONTROL
 NL0548  ___________________________________________________________________
 NL0548* NAD 83(1996)-  42 49 35.77421(N)    095 10 02.94003(W)     ADJUSTED  
 NL0548* NAVD 88     -                                                        
 NL0548  ___________________________________________________________________
 NL0548  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 NL0548  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 NL0548
 NL0548  HORZ ORDER  -  THIRD
 NL0548
 NL0548.The horizontal coordinates were established by classical geodetic methods
 NL0548.and adjusted by the National Geodetic Survey in May 1999..
 NL0548
 NL0548
 NL0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0548
 NL0548.The geoid height was determined by GEOID03.
 NL0548
 NL0548;                    North         East     Units Scale Factor Converg.
 NL0548;SPC IA N     - 1,148,699.948 1,363,665.850   MT  0.99994921   -1 07 48.5
 NL0548;UTM  15      - 4,743,838.333   322,832.760   MT  0.99998617   -1 28 25.7
 NL0548
 NL0548                          SUPERSEDED SURVEY CONTROL
 NL0548
 NL0548  NAD 83(1996)-  42 49 35.77421(N)    095 10 02.93997(W) AD(       ) 4
 NL0548  NAD 83(1986)-  42 49 35.77213(N)    095 10 02.93532(W) AD(       ) 4
 NL0548  NAD 27      -  42 49 35.85200(N)    095 10 01.96000(W) AD(       ) 3
 NL0548
 NL0548.Superseded values are not recommended for survey control.
 NL0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0548.See file dsdata.txt to determine how the superseded data were derived.
 NL0548
 NL0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2283343838(NAD 83)
 NL0548_MARKER: 53 = ELEVATED TANK
 NL0548
 NL0548  HISTORY     - Date     Condition        Report By
 NL0548  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0548
 NL0548                          STATION DESCRIPTION
 NL0548
 NL0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0548'THIS STATION IS THE MUNICIPAL WATER TANK LOCATED NEAR RAILROAD
 NL0548'AVENUE, IN THE NORTHWESTERN PART OF THE TOWN OF REMBRANT.
 NL0548'IT WAS BUILT IN 1935.
 NL0548'
 NL0548'THE TANK HAS FOUR STEEL TRUSSWORK LEGS 85 FEET HIGH AND
 NL0548'PAINTED BLACK.  THE VERTICAL SECTION IS 25 FEET HIGH, PAINTED
 NL0548'SILVER AND HAS A SILVER BALL AT THE TOP, WHICH IS THE OBJECT
 NL0548'SIGHTED UPON.  THERE IS A LIGHT CENTERED OVER THE BALL.
 NL0548'
 NL0548'THE TOTAL HEIGHT IS 110 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0484 ***********************************************************************
 NL0484  DESIGNATION -  REMSEN
 NL0484  PID         -  NL0484
 NL0484  STATE/COUNTY-  IA/PLYMOUTH
 NL0484  USGS QUAD   -  REMSEN (1969)
 NL0484
 NL0484                         *CURRENT SURVEY CONTROL
 NL0484  ___________________________________________________________________
 NL0484* NAD 83(1986)-  42 48 59.     (N)    095 58 15.     (W)     SCALED    
 NL0484* NAVD 88     -       405.603  (meters)    1330.72   (feet)  ADJUSTED  
 NL0484  ___________________________________________________________________
 NL0484  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 NL0484  DYNAMIC HT  -         405.480 (meters)    1330.31  (feet)  COMP
 NL0484  MODELED GRAV-     980,305.2   (mgal)                       NAVD 88
 NL0484
 NL0484  VERT ORDER  -  SECOND    CLASS 0
 NL0484
 NL0484.The horizontal coordinates were scaled from a topographic map and have
 NL0484.an estimated accuracy of +/- 6 seconds.
 NL0484
 NL0484.The orthometric height was determined by differential leveling
 NL0484.and adjusted by the National Geodetic Survey in June 1991..
 NL0484
 NL0484.The geoid height was determined by GEOID03.
 NL0484
 NL0484.The dynamic height is computed by dividing the NAVD 88
 NL0484.geopotential number by the normal gravity value computed on the
 NL0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0484.degrees latitude (g = 980.6199 gals.).
 NL0484
 NL0484.The modeled gravity was interpolated from observed gravity values.
 NL0484
 NL0484;                    North         East    Units  Estimated Accuracy
 NL0484;SPC IA N     - 1,149,170.    1,297,970.      MT  (+/- 180 meters Scaled)
 NL0484
 NL0484                          SUPERSEDED SURVEY CONTROL
 NL0484
 NL0484  NGVD 29 (??/??/92)  405.412  (m)         1330.09   (f) ADJ UNCH    2 0
 NL0484
 NL0484.Superseded values are not recommended for survey control.
 NL0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0484.See file dsdata.txt to determine how the superseded data were derived.
 NL0484
 NL0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH571447(NAD 83)
 NL0484_MARKER: DB = BENCH MARK DISK
 NL0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0484_SP_SET: WALL
 NL0484_STAMPING: REMSEN 1934
 NL0484_MARK LOGO: CGS   
 NL0484_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0484
 NL0484  HISTORY     - Date     Condition        Report By
 NL0484  HISTORY     - 1934     MONUMENTED       CGS
 NL0484  HISTORY     - 20000404 GOOD             AERSVC
 NL0484
 NL0484                          STATION DESCRIPTION
 NL0484
 NL0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0484'AT REMSEN.
 NL0484'AT REMSEN, PLYMOUTH COUNTY, 172 YARDS EAST OF THE ILLINOIS
 NL0484'CENTRAL RAILROAD STATION, 54.7 FEET SOUTH OF THE SOUTH RAIL
 NL0484'OF THE MAIN TRACK, AT THE LIGHT AND POWER PLANT BUILDING, IN
 NL0484'THE FIRST ROW OF BRICK OF THE WEST WALL, 1 FOOT SOUTH OF THE
 NL0484'NORTHWEST CORNER, AND 3.6 FEET ABOVE GROUND.  A STANDARD DISK,
 NL0484'STAMPED REMSEN 1934 AND SET VERTICALLY.
 NL0484
 NL0484                          STATION RECOVERY (2000)
 NL0484
 NL0484'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0484'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0703 ***********************************************************************
 NL0703  DESIGNATION -  REMSEN MUNICIPAL TANK
 NL0703  PID         -  NL0703
 NL0703  STATE/COUNTY-  IA/PLYMOUTH
 NL0703  USGS QUAD   -  REMSEN (1969)
 NL0703
 NL0703                         *CURRENT SURVEY CONTROL
 NL0703  ___________________________________________________________________
 NL0703* NAD 83(1996)-  42 48 40.70482(N)    095 58 13.23293(W)     ADJUSTED  
 NL0703* NAVD 88     -                                                        
 NL0703  ___________________________________________________________________
 NL0703  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 NL0703  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 NL0703
 NL0703  HORZ ORDER  -  THIRD
 NL0703
 NL0703.The horizontal coordinates were established by classical geodetic methods
 NL0703.and adjusted by the National Geodetic Survey in May 1999..
 NL0703
 NL0703
 NL0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0703
 NL0703.The geoid height was determined by GEOID03.
 NL0703
 NL0703;                    North         East     Units Scale Factor Converg.
 NL0703;SPC IA N     - 1,148,607.814 1,297,989.745   MT  0.99994850   -1 40 27.3
 NL0703;UTM  15      - 4,744,141.156   257,144.272   MT  1.00032565   -2 01 10.5
 NL0703;UTM  14      - 4,744,313.891   747,705.683   MT  1.00035493   +2 03 35.8
 NL0703
 NL0703                          SUPERSEDED SURVEY CONTROL
 NL0703
 NL0703  NAD 83(1996)-  42 48 40.70484(N)    095 58 13.23291(W) AD(       ) 4
 NL0703  NAD 83(1996)-  42 48 40.70345(N)    095 58 13.22990(W) AD(       ) 4
 NL0703  NAD 83(1986)-  42 48 40.70494(N)    095 58 13.22675(W) AD(       ) 4
 NL0703  NAD 27      -  42 48 40.74600(N)    095 58 12.16500(W) AD(       ) 3
 NL0703
 NL0703.Superseded values are not recommended for survey control.
 NL0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0703.See file dsdata.txt to determine how the superseded data were derived.
 NL0703
 NL0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH5714444141(NAD 83)
 NL0703_MARKER: 53 = ELEVATED TANK
 NL0703
 NL0703  HISTORY     - Date     Condition        Report By
 NL0703  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0703
 NL0703                          STATION DESCRIPTION
 NL0703
 NL0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0703'THIS STATION IS THE MUNICIPAL WATER TANK LOCATED ON THE CORNER
 NL0703'OF FIFTH AND HARRISON STREETS IN THE TOWN OF REMSEN.
 NL0703'
 NL0703'THE TANK HAS FOUR STEEL TRUSSWORK LEGS ABOUT 50 FEET HIGH AND
 NL0703'PAINTED BLACK.  THE VERTICAL SECTION IS 25 FEET HIGH, PAINTED
 NL0703'SILVER AND HAS A CONICAL ROOF.
 NL0703'
 NL0703'THE SILVER BALL AT THE TOP IS THE OBJECT SIGHTED UPON.  THE LIGHT
 NL0703'AT THE TOP IS NOT IN THE CENTER OF THE TANK.
 NL0703'
 NL0703'THE TOTAL HEIGHT IS 75 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1629 ***********************************************************************
 NM1629  DESIGNATION -  REMSEN RESET
 NM1629  PID         -  NM1629
 NM1629  STATE/COUNTY-  IA/PLYMOUTH
 NM1629  USGS QUAD   -  UNION CENTER (1985)
 NM1629
 NM1629                         *CURRENT SURVEY CONTROL
 NM1629  ___________________________________________________________________
 NM1629* NAD 83(1996)-  42 44 59.16887(N)    096 02 09.24386(W)     ADJUSTED  
 NM1629* NAVD 88     -       451.45   (+/-2cm)    1481.1    (feet)  VERTCON   
 NM1629  ___________________________________________________________________
 NM1629  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 NM1629  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 NM1629
 NM1629  HORZ ORDER  -  SECOND
 NM1629  VERT ORDER  -  THIRD ? (See Below)
 NM1629
 NM1629.The horizontal coordinates were established by classical geodetic methods
 NM1629.and adjusted by the National Geodetic Survey in May 1999..
 NM1629
 NM1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1629.The vertical order pertains to the NGVD 29 superseded value.
 NM1629
 NM1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1629
 NM1629.The geoid height was determined by GEOID03.
 NM1629
 NM1629;                    North         East     Units Scale Factor Converg.
 NM1629;SPC IA N     - 1,141,933.848 1,292,425.310   MT  0.99994639   -1 43 07.3
 NM1629;UTM  14      - 4,737,289.052   742,585.564   MT  1.00032405   +2 00 46.8
 NM1629;UTM  15      - 4,737,498.117   251,537.626   MT  1.00035956   -2 03 42.5
 NM1629
 NM1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1629!SPC IA N     -   0.99993338  x   0.99994639  =   0.99987978
 NM1629!UTM  14      -   0.99993338  x   1.00032405  =   1.00025741
 NM1629!UTM  15      -   0.99993338  x   1.00035956  =   1.00029292
 NM1629
 NM1629|---------------------------------------------------------------------|
 NM1629| PID    Reference Object                     Distance      Geod. Az  |
 NM1629|                                                           dddmmss.s |
 NM1629| CO3571 REMSEN RM 2                          19.587 METERS 00103     |
 NM1629| CO3572 REMSEN RM 3                          13.545 METERS 08856     |
 NM1629| CO3570 REMSEN RM 1                          22.012 METERS 09127     |
 NM1629| CO3573 REMSEN RM 4                          12.421 METERS 27014     |
 NM1629| CO3568 REMSEN AZ MK                                       2723141.6 |
 NM1629| CO3569 REMSEN AZ MK RESET                                 2730642.8 |
 NM1629| NM1619 LE MARS MUNICIPAL TANK              APPROX.10.9 KM 2915313.2 |
 NM1629|---------------------------------------------------------------------|
 NM1629
 NM1629                          SUPERSEDED SURVEY CONTROL
 NM1629
 NM1629  NAD 83(1996)-  42 44 59.16888(N)    096 02 09.24383(W) AD(       ) 2
 NM1629  NAD 83(1996)-  42 44 59.16716(N)    096 02 09.24222(W) AD(       ) 2
 NM1629  NAD 83(1996)-  42 44 59.16787(N)    096 02 09.24192(W) AD(       ) 2
 NM1629  NAD 83(1986)-  42 44 59.16979(N)    096 02 09.23942(W) AD(       ) 2
 NM1629  NAD 27      -  42 44 59.20400(N)    096 02 08.16800(W) AD(       ) 2
 NM1629  NGVD 29 (07/19/86)  451.26   (m)         1480.5    (f) LEVELING    3  
 NM1629
 NM1629.Superseded values are not recommended for survey control.
 NM1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1629.See file dsdata.txt to determine how the superseded data were derived.
 NM1629
 NM1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN4258637289(NAD 83)
 NM1629_MARKER: DS = TRIANGULATION STATION DISK
 NM1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1629
 NM1629  HISTORY     - Date     Condition        Report By
 NM1629  HISTORY     - 1950     MONUMENTED       CGS
 NM1629  HISTORY     - 1957     SEE DESCRIPTION  USGS
 NM1629  HISTORY     - 1960     SEE DESCRIPTION  CGS
 NM1629
 NM1629                          STATION DESCRIPTION
 NM1629
 NM1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM1629'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH AND 3 MILES
 NM1629'WEST OF REMSEN, 11 MILES NORTH AND 4 MILES WEST OF KINGSLEY,
 NM1629'ON THE RIGHT-OF-WAY OF A GRAVEL ROAD.  IT IS 83.5 FEET NORTHWEST
 NM1629'OF A ROUND GRANARY, 35 FEET SOUTH OF THE CENTERLINE OF A
 NM1629'GRAVEL ROAD AND 52 FEET NORTH OF A FENCELINE.  THE MARK IS
 NM1629'SET FLUSH AND THE DISK IS STAMPED REMSEN 1950.
 NM1629'
 NM1629'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF A T-FENCE CORNER,
 NM1629'36 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 1.5 FEET
 NM1629'SOUTHWEST OF A FENCE CORNER AND GATE AND 1 FOOT WEST OF A
 NM1629'FENCELINE.  THE MARK PROJECTS ABOUT 2 INCHESAND THE DISK IS
 NM1629'STAMPED REMSEN NO 1 1950.
 NM1629'
 NM1629'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE CENTERLINE OF
 NM1629'A GRAVEL ROAD AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCELINE.
 NM1629'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 NM1629'REMSEN NO 2 1950.
 NM1629'
 NM1629'AZIMUTH MARK IS 32 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 NM1629'ROAD, 6 FEET EAST OF A POWERLINE POLE, 3.5 FEET EAST OF A
 NM1629'WHITE WITNESS POST AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCELINE.
 NM1629'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 NM1629'REMSEN 1950.
 NM1629'
 NM1629'TO REACH THE STATION FROM THE POST OFFICE IN KINGSLEY, GO
 NM1629'EAST ON STATE HIGHWAY 140 FOR 0.5 MILE TO WHERE HIGHWAY TURNS
 NM1629'NORTH.  TURN LEFT (NORTH) AND GO 11 MILES ON STATE HIGHWAY
 NM1629'140 TO ITS JUNCTION WITH COUNTY ROUTE A.  TURN LEFT (WEST)
 NM1629'AND GO 3.9 MILE TO STATION ON SOUTH SIDE OF ROAD AS DESCRIBED.
 NM1629'
 NM1629'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY
 NM1629'ROUTE A FOR 0.25 MILE TO MARK ON NORTH SIDE OF ROAD AS DESCRIBED.
 NM1629'
 NM1629'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1629
 NM1629                          STATION RECOVERY (1957)
 NM1629
 NM1629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 NM1629'STATION HAS BEEN DESTROYED BUT UNDERGROUND MARK IS OKAY.  IT
 NM1629'IS NOT 83.5 FEET NORTHWEST OF ROUND GRAINARY, BUT NORTHEAST.
 NM1629'
 NM1629'REFERENCE MARK 1 IS OKAY.
 NM1629'
 NM1629'REFERENCE MARK 2 HAS BEEN DESTROYED.
 NM1629
 NM1629                          STATION RECOVERY (1960)
 NM1629
 NM1629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NM1629'THE SURFACE STATION, REFERENCE AND AZIMUTH MARKS HAD BEEN
 NM1629'DESTROYED BY ROAD CONSTRUCTION.  THE UNDERGROUND STATION
 NM1629'MARK WAS RECOVERED AFTER CONSIDERABLE PRODDING.  THE UNDERGROUND
 NM1629'STATION MARK WAS LOWERED IN PLACE AND A NEW SURFACE STATION
 NM1629'MARK WAS SET.  AN AZIMUTH AND REFERENCE MARKS WERE ESTABLISHED,
 NM1629'ALSO.  A COMPLETE DESCRIPTION FOLLOWS.
 NM1629'
 NM1629'STATION IS LOCATED ABOUT 12 MILES NORTH-NORTHWEST OF KINGSLEY,
 NM1629'8 MILES EAST-SOUTHEAST OF LE MARS, AND 5 AND 1/2 MILES
 NM1629'SOUTHWEST OF REMSEN ALONG THE SOUTH SIDE OF PLYMOUTH COUNTY
 NM1629'ROAD A AND ABOUT 200 YARDS NORTHEAST OF BRICK FARMHOUSE OF
 NM1629'RALPH RIEDIGER, 106 FEET SOUTHWEST OF A POWER POLE WITH
 NM1629'TRANSFORMER ON NORTH SIDE OF ROAD, 82 FEET WEST OF THE CENTER
 NM1629'OF DRIVEWAY TO SMALL WHITE HOUSE, 70 FEET WEST OF POWER
 NM1629'POLE, 34 FEET SOUTH OF THE CENTER OF COUNTY ROAD A, 4 FEET
 NM1629'NORTH OF A HEDGEROW AND TREE SHELTER, AND 1 FOOT WEST OF A
 NM1629'STEEL WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE
 NM1629'OF THE GROUND AND THE DISK IS STAMPED REMSEN 1950.
 NM1629'
 NM1629'TO REACH THE STATION FROM THE POST OFFICE IN LE MARS, GO
 NM1629'WEST ONE BLOCK TO CENTRAL AVENUE.  TURN LEFT AND GO SOUTH
 NM1629'ON CENTRAL AVENUE FOR 1.2 MILES TO 12TH ST. S.E.  TURN LEFT
 NM1629'AND GO EAST FOR 0.6 MILE ON 12TH ST. S.E. TO PLYMOUTH COUNTY
 NM1629'ROAD P RIGHT.  TURN RIGHT AND GO ON COUNTY ROAD P FOR 2.0 MILES
 NM1629'TO THE JUNCTION OF COUNTY ROAD A.  TURN LEFT AND GO EAST ON
 NM1629'COUNTY ROAD A FOR 5.8 MILES TO THE AZIMUTH MARK ON THE LEFT.
 NM1629'CONTINUE EAST ON COUNTY ROAD A FOR 0.25 MILE TO THE STATION
 NM1629'ON THE RIGHT AS DESCRIBED.
 NM1629'
 NM1629'REFERENCE MARK NO. 3 IS 44.44 FEET EAST OF THE STATION,
 NM1629'38 FEET WEST OF THE CENTER OF DRIVEWAY TO HOUSE, 34 FEET
 NM1629'SOUTH OF THE CENTER OF COUNTY ROAD A, AND 4 FEET NORTH OF
 NM1629'A HEDGEROW AND TREE SHELTER.  THE MARK PROJECTS 2 INCHES AND
 NM1629'THE DISK IS STAMPED REMSEN NO 3 1950.
 NM1629'
 NM1629'REFERENCE MARK NO. 4 IS 40.75 FEET WEST OF THE STATION, 34
 NM1629'FEET SOUTH OF THE CENTER OF COUNTY ROAD A, AND 4 FEET NORTH
 NM1629'OF HEDGEROW AND TREE SHELTER.  THE MARK IS FLUSH WITH THE
 NM1629'SURFACE OF THE GROUND AND THE DISK IS STAMPED REMSEN NO 4
 NM1629'1950.
 NM1629'
 NM1629'AZIMUTH MARK (RESET) IS 0.25 MILE WEST OF THE STATION, 50
 NM1629'FEET NORTH OF THE CENTER OF COUNTY ROAD A, 40 FEET EAST OF THE
 NM1629'CENTER OF A FIELD ENTRANCE, 2 FEET EAST OF A POWER POLE, AND
 NM1629'1 FOOT WEST OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS
 NM1629'6 INCHES AND THE DISK IS STAMPED REMSEN 1950 RESET 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0702 ***********************************************************************
 NL0702  DESIGNATION -  REMSEN ST MARYS CATH CH SPIRE
 NL0702  PID         -  NL0702
 NL0702  STATE/COUNTY-  IA/PLYMOUTH
 NL0702  USGS QUAD   -  REMSEN (1969)
 NL0702
 NL0702                         *CURRENT SURVEY CONTROL
 NL0702  ___________________________________________________________________
 NL0702* NAD 83(1996)-  42 48 47.97764(N)    095 58 17.03232(W)     ADJUSTED  
 NL0702* NAVD 88     -                                                        
 NL0702  ___________________________________________________________________
 NL0702  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 NL0702  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 NL0702
 NL0702  HORZ ORDER  -  THIRD
 NL0702
 NL0702.The horizontal coordinates were established by classical geodetic methods
 NL0702.and adjusted by the National Geodetic Survey in May 1999..
 NL0702
 NL0702
 NL0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0702
 NL0702.The geoid height was determined by GEOID03.
 NL0702
 NL0702;                    North         East     Units Scale Factor Converg.
 NL0702;SPC IA N     - 1,148,834.655 1,297,910.025   MT  0.99994859   -1 40 29.9
 NL0702;UTM  15      - 4,744,368.559   257,065.892   MT  1.00032612   -2 01 13.4
 NL0702;UTM  14      - 4,744,535.148   747,611.321   MT  1.00035436   +2 03 33.5
 NL0702
 NL0702                          SUPERSEDED SURVEY CONTROL
 NL0702
 NL0702  NAD 83(1996)-  42 48 47.97765(N)    095 58 17.03230(W) AD(       ) 4
 NL0702  NAD 83(1996)-  42 48 47.97623(N)    095 58 17.02926(W) AD(       ) 4
 NL0702  NAD 83(1986)-  42 48 47.97769(N)    095 58 17.02603(W) AD(       ) 4
 NL0702  NAD 27      -  42 48 48.01900(N)    095 58 15.96500(W) AD(       ) 3
 NL0702
 NL0702.Superseded values are not recommended for survey control.
 NL0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0702.See file dsdata.txt to determine how the superseded data were derived.
 NL0702
 NL0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH5706644369(NAD 83)
 NL0702_MARKER: 82 = FINIAL
 NL0702
 NL0702  HISTORY     - Date     Condition        Report By
 NL0702  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0702
 NL0702                          STATION DESCRIPTION
 NL0702
 NL0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0702'THIS STATION IS AN ORNAMENTAL FINIAL ON THE ST. MARYS CATHOLIC
 NL0702'CHURCH IN THE TOWN OF REMSEN AND IN THE SAME BLOCK AS THE
 NL0702'REMSEN HIGH SCHOOL.
 NL0702'
 NL0702'THE CHURCH IS OF BRICK CONSTRUCTION AND HAS A CLOCK DIAL ON
 NL0702'ALL FOUR SIDES OF THE TOWER.  THE SPIRE IS COVERED WITH GRAY
 NL0702'SLATE SHINGLES AND HAS AN ORNAMENTAL FINIAL AT ITS APEX.
 NL0702'
 NL0702'THE TOTAL HEIGHT IS 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0749 ***********************************************************************
 NK0749  DESIGNATION -  RENWICK MUNICIPAL TANK
 NK0749  PID         -  NK0749
 NK0749  STATE/COUNTY-  IA/HUMBOLDT
 NK0749  USGS QUAD   -  RENWICK (1972)
 NK0749
 NK0749                         *CURRENT SURVEY CONTROL
 NK0749  ___________________________________________________________________
 NK0749* NAD 83(1996)-  42 49 42.61954(N)    093 58 41.16711(W)     ADJUSTED  
 NK0749* NAVD 88     -                                                        
 NK0749  ___________________________________________________________________
 NK0749  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 NK0749  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 NK0749
 NK0749  HORZ ORDER  -  THIRD
 NK0749
 NK0749.The horizontal coordinates were established by classical geodetic methods
 NK0749.and adjusted by the National Geodetic Survey in May 1999..
 NK0749
 NK0749
 NK0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0749
 NK0749.The geoid height was determined by GEOID03.
 NK0749
 NK0749;                    North         East     Units Scale Factor Converg.
 NK0749;SPC IA N     - 1,147,677.108 1,460,909.047   MT  0.99994930   -0 19 26.5
 NK0749;UTM  15      - 4,742,234.809   420,054.857   MT  0.99967863   -0 39 53.8
 NK0749
 NK0749                          SUPERSEDED SURVEY CONTROL
 NK0749
 NK0749  NAD 83(1996)-  42 49 42.61939(N)    093 58 41.16639(W) AD(       ) 4
 NK0749  NAD 83(1986)-  42 49 42.61254(N)    093 58 41.15783(W) AD(       ) 4
 NK0749  NAD 27      -  42 49 42.71100(N)    093 58 40.34100(W) AD(       ) 3
 NK0749
 NK0749.Superseded values are not recommended for survey control.
 NK0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0749.See file dsdata.txt to determine how the superseded data were derived.
 NK0749
 NK0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH2005542235(NAD 83)
 NK0749_MARKER: 53 = ELEVATED TANK
 NK0749
 NK0749  HISTORY     - Date     Condition        Report By
 NK0749  HISTORY     - 1938     FIRST OBSERVED   CGS
 NK0749
 NK0749                          STATION DESCRIPTION
 NK0749
 NK0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0749'OBSERVED FINIAL MUNICIPAL WATER TANK, STEEL, SILVER PAINTED,
 NK0749'ABOUT 125 FEET HIGH.  LOCATED ABOUT CENTER OF TOWN.
 NK0749'
 NK0749'OBSERVED FROM TRIANGULATION STATIONS THOR, EAGLE, PASKIN AND
 NK0749'CORNELIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1136 ***********************************************************************
 MJ1136  DESIGNATION -  REYNOLDS
 MJ1136  PID         -  MJ1136
 MJ1136  STATE/COUNTY-  IA/CARROLL
 MJ1136  USGS QUAD   -  DEDHAM (1971)
 MJ1136
 MJ1136                         *CURRENT SURVEY CONTROL
 MJ1136  ___________________________________________________________________
 MJ1136* NAD 83(1996)-  41 53 32.60881(N)    094 45 47.62575(W)     ADJUSTED  
 MJ1136* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 MJ1136  ___________________________________________________________________
 MJ1136  LAPLACE CORR-           6.79  (seconds)                    DEFLEC99
 MJ1136  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 MJ1136
 MJ1136  HORZ ORDER  -  FIRST
 MJ1136
 MJ1136.The horizontal coordinates were established by classical geodetic methods
 MJ1136.and adjusted by the National Geodetic Survey in May 1999..
 MJ1136
 MJ1136.The orthometric height was scaled from a topographic map.
 MJ1136
 MJ1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1136
 MJ1136.The geoid height was determined by GEOID03.
 MJ1136
 MJ1136;                    North         East     Units Scale Factor Converg.
 MJ1136;SPC IA N     - 1,044,369.064 1,395,164.446   MT  1.00003620   -0 51 22.1
 MJ1136;SPC IA S     -   210,917.460   395,165.803   MT  1.00002119   -0 49 55.5
 MJ1136;UTM  15      - 4,639,331.818   353,725.227   MT  0.99986329   -1 10 39.3
 MJ1136
 MJ1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1136!SPC IA N     -   0.99993880  x   1.00003620  =   0.99997499
 MJ1136!SPC IA S     -   0.99993880  x   1.00002119  =   0.99995999
 MJ1136!UTM  15      -   0.99993880  x   0.99986329  =   0.99980210
 MJ1136
 MJ1136:                Primary Azimuth Mark                     Grid Az
 MJ1136:SPC IA N     -  SCRANTON MUNICIPAL TANK                  052 15 51.5
 MJ1136:SPC IA S     -  SCRANTON MUNICIPAL TANK                  052 14 24.9
 MJ1136:UTM  15      -  SCRANTON MUNICIPAL TANK                  052 35 08.7
 MJ1136
 MJ1136|---------------------------------------------------------------------|
 MJ1136| PID    Reference Object                     Distance      Geod. Az  |
 MJ1136|                                                           dddmmss.s |
 MJ1136| NL0827 SCRANTON MUNICIPAL TANK             APPROX.23.0 KM 0512429.4 |
 MJ1136| MJ1126 BAYARD MUNICIPAL TANK               APPROX.17.2 KM 1035913.9 |
 MJ1136| MJ1128 COON RAPIDS MUNICIPAL TANK          APPROX. 7.5 KM 1040924.0 |
 MJ1136| CL8266 REYNOLDS AZ MK                                     1854109.8 |
 MJ1136| CL8267 REYNOLDS AZ MK 2                                   1855914.9 |
 MJ1136| MJ1138 VIOLA CENTER SCHOOL CHIMNEY         APPROX.10.2 KM 1975625.1 |
 MJ1136| CL8268 REYNOLDS RM 1                        28.318 METERS 25300     |
 MJ1136| MJ1146 TEMPLETON SACRED HEART CH           APPROX.15.4 KM 2804631.1 |
 MJ1136| MJ1134 DEDHAM MUNICIPAL TANK               APPROX. 5.0 KM 2862700.4 |
 MJ1136| NL0838 ROSELLE CH OF THE HOLY ANGEL        APPROX.17.5 KM 3131512.9 |
 MJ1136| MJ1133 WILLEY IMM CON CH SPIRE             APPROX.10.7 KM 3325357.9 |
 MJ1136| NL0837 CARROLL MUNICIPAL STANDPIPE         APPROX.21.8 KM 3373531.7 |
 MJ1136| CL8269 REYNOLDS RM 2                        32.290 METERS 33925     |
 MJ1136|---------------------------------------------------------------------|
 MJ1136
 MJ1136                          SUPERSEDED SURVEY CONTROL
 MJ1136
 MJ1136  NAD 83(1986)-  41 53 32.60587(N)    094 45 47.63004(W) AD(       ) 1
 MJ1136  NAD 27      -  41 53 32.65800(N)    094 45 46.69600(W) AD(       ) 1
 MJ1136
 MJ1136.Superseded values are not recommended for survey control.
 MJ1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1136.See file dsdata.txt to determine how the superseded data were derived.
 MJ1136
 MJ1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG5372539332(NAD 83)
 MJ1136_MARKER: DS = TRIANGULATION STATION DISK
 MJ1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1136
 MJ1136  HISTORY     - Date     Condition        Report By
 MJ1136  HISTORY     - 1934     MONUMENTED       CGS
 MJ1136  HISTORY     - 1968     POOR             USGS
 MJ1136  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MJ1136  HISTORY     - 1970     GOOD             NGS
 MJ1136
 MJ1136                          STATION DESCRIPTION
 MJ1136
 MJ1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1136'THIS STATION IS ABOUT 3 MILES S OF E OF DEDHAM AND 5 MILES N
 MJ1136'OF W OF COON RAPIDS, IN THE SW 1/4 OF SECTION 24, T 82 N, R 34
 MJ1136'W, ON LAND OWNED BY CHARLES REYNOLDS OF CARROLL.  IT IS ON THE
 MJ1136'W SIDE OF BARNYARD, 1 FOOT E OF FENCE WHICH DIVIDES BARNYARD
 MJ1136'AND THE YARD SURROUNDING DWELLING, 25-1/2 FEET N OF THE SE CORNER
 MJ1136'OF YARD, 19 FEET N OF AN 8-INCH BOX ELDER TREE, 20 FEET S OF AN
 MJ1136'8-INCH BOX ELDER, 81 FEET ESE OF THE SE CORNER OF DWELLING, 57
 MJ1136'FEET SSE OF WELL.  MARK IS FLUSH WITH TOP OF GROUND.
 MJ1136'
 MJ1136'SURFACE, UNDERGROUND, AND REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MJ1136'BRONZE DISK SET IN CONCRETE.
 MJ1136'
 MJ1136'REFERENCE MARK NO. 1 IS WSW OF THE STATION, 6 INCHES N OF FENCE,
 MJ1136'42 FEET S OF THE SE CORNER OF DWELLING.  MARK IS FLUSH WITH
 MJ1136'TOP OF GROUND.
 MJ1136'
 MJ1136'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 1 FOOT S OF FENCE,
 MJ1136'68 FEET ENE OF THE NE CORNER OF DWELLING, 48 FEET NNW OF WELL.
 MJ1136'MARK IS FLUSH WITH THE TOP OF GROUND.
 MJ1136'
 MJ1136'AZIMUTH MARK IS S OF THE STATION, 6 INCHES E OF FENCE, 28 FEET
 MJ1136'W OF THE CENTER LINE OF THE ROAD, 0.1 MILE S OF A SMALL BRIDGE.
 MJ1136'MARK PROJECTS 6 INCHES.
 MJ1136'
 MJ1136'TO REACH FROM DEDHAM, GO S 2 MILES ON STATE HIGHWAY 46 TO WHERE
 MJ1136'IT TURNS E, THENCE E 2.95 MILES TO DIRT CROSS ROAD WITH SCHOOL
 MJ1136'AT NE CORNER.  THENCE N 1.05 MILES TO LANE LEADING E TO
 MJ1136'DWELLING.  THENCE E 0.05 MILE TO STATION.
 MJ1136'
 MJ1136'ALL LIGHTS COME INTO VIEW AT 30 FEET.
 MJ1136
 MJ1136                          STATION RECOVERY (1968)
 MJ1136
 MJ1136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MJ1136'STATION MARK WAS FOUND SLIGHTLY DISTURBED.  R.M. 1 AND R.M. 2
 MJ1136'FOUND IN GOOD CONDITION.  AZIMUTH MARK NOT SEARCHED FOR.
 MJ1136
 MJ1136                          STATION RECOVERY (1969)
 MJ1136
 MJ1136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MJ1136'THE STATION SURFACE MARK WAS FOUND OUT OF POSITION.  THE UNDERGROUND
 MJ1136'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 MJ1136'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 MJ1136'FOUND DESTROYED.  A NEW AZIMUTH MARK WILL BE SET AT A LATER DATE
 MJ1136'WHEN CORN IS PICKED.  A NEW SURFACE STATION MARK WAS PLACED OVER
 MJ1136'THE UNDERGROUND MARK.
 MJ1136'
 MJ1136'FOLLOWING IS A NEW DESCRIPTION.
 MJ1136'
 MJ1136'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 141 AND
 MJ1136'161 WHICH IS 1.0 MILE SOUTH OF DEDHAM, GO SOUTHEAST AND EAST ON
 MJ1136'STATE HIGHWAY 141 FOR 3.55 MILES TO A CROSSROAD.  TURN LEFT AND GO
 MJ1136'NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD ON THE
 MJ1136'RIGHT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.05 MILE TO A
 MJ1136'FARM LANE ON THE RIGHT.  TURN RIGHT AND GO EAST ON LANE FOR
 MJ1136'0.05 MILE TO THE STATION EAST OF AN ABANDONED FARMHOUSE.
 MJ1136'
 MJ1136'STATION MARK, A STANDARD DISK STAMPED REYNOLDS 1934 1969, IS SET
 MJ1136'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MJ1136'IT IS 104 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 81
 MJ1136'FEET EAST-SOUTHEAST OF A WELL PUMP, AND 19 FEET NORTH OF THE
 MJ1136'CENTER OF A LARGE TREE.  THE UNDERGROUND DISK IS STAMPED REYNOLDS
 MJ1136'1934, IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET
 MJ1136'BELOW THE SURFACE OF THE GROUND.
 MJ1136'
 MJ1136'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED REYNOLDS NO. 1
 MJ1136'1934, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 MJ1136'6 INCHES.  IT IS 49 FEET EAST OF THE SOUTHEAST CORNER OF A FENCED
 MJ1136'LOT, 42 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A HOUSE,
 MJ1136'AND 9 FEET NORTH OF THE CENTER OF THE LANE.
 MJ1136'
 MJ1136'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED REYNOLDS NO. 2
 MJ1136'1934, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 MJ1136'4 INCHES.  IT IS 68.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 MJ1136'THE HOUSE, 48.5 FEET NORTH-NORTHWEST OF THE CENTER OF THE WELL
 MJ1136'PUMP, AND 0.5 FEET SOUTH OF A GUY WIRE PEG.
 MJ1136'
 MJ1136'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TONW--ABOUT 3 MILES
 MJ1136'EAST OF DEDHAM.
 MJ1136
 MJ1136                          STATION RECOVERY (1970)
 MJ1136
 MJ1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MJ1136'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 MJ1136'WERE RECOVERED AS DESCRIBED IN THE 1969 DESCRIPTION AND ALL
 MJ1136'MARKS WERE FOUND IN GOOD CONDITION.  SINCE THE OLD AZIMUTH MARK
 MJ1136'WAS DESTROYED AND A NEW AZIMUTH MARK COULD NOT BE SET IN 1969
 MJ1136'DUE TO OBSTRUCTIONS.  A NEW AZIMUTH MARK WAS SET AND THE AZIMUTH
 MJ1136'CAN BE OBTAINED FROM THE WILLEY, IMMACULATE CONCEPTION CHURCH
 MJ1136'SPIRE, 1934
 MJ1136'
 MJ1136'FOLLOWING IS A DESCRIPTION FOR THE NEW AZIMUTH MARK.
 MJ1136'
 MJ1136'AZIMUTH MARK, A STANDARD DISK STAMPED REYNOLDS 1934 1970, IS
 MJ1136'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 MJ1136'INCHES.  IT IS 48 FEET SOUTH OF A T-FENCE CORNER POST, 43 FEET
 MJ1136'WEST OF THE CENTER OF A GRAVELED ROAD, 16 FEET NORTH OF AN
 MJ1136'APPROACH, 1 FOOT EAST OF A FENCE, AND 1 FOOT EAST OF A METAL
 MJ1136'WITNESS POST.
 MJ1136'
 MJ1136'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 MJ1136'GRAVELED ROAD FOR 0.5 MILE TO A FIELD APPROACH AND THE AZIMUTH
 MJ1136'MARK ON THE RIGHT.
 MJ1136'
 MJ1136'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 MJ1136'EAST OF DEDHAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0607 ***********************************************************************
 MH0607  DESIGNATION -  RHODES MUNICIPAL TANK
 MH0607  PID         -  MH0607
 MH0607  STATE/COUNTY-  IA/MARSHALL
 MH0607  USGS QUAD   -  RHODES (1975)
 MH0607
 MH0607                         *CURRENT SURVEY CONTROL
 MH0607  ___________________________________________________________________
 MH0607* NAD 83(1996)-  41 55 29.04262(N)    093 11 08.76492(W)     ADJUSTED  
 MH0607* NAVD 88     -                                                        
 MH0607  ___________________________________________________________________
 MH0607  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 MH0607  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 MH0607
 MH0607  HORZ ORDER  -  THIRD
 MH0607
 MH0607.The horizontal coordinates were established by classical geodetic methods
 MH0607.and adjusted by the National Geodetic Survey in May 1999..
 MH0607
 MH0607
 MH0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0607
 MH0607.The geoid height was determined by GEOID03.
 MH0607
 MH0607;                    North         East     Units Scale Factor Converg.
 MH0607;SPC IA N     - 1,047,226.708 1,526,065.705   MT  1.00002879   +0 12 46.7
 MH0607;SPC IA S     -   213,795.734   526,065.692   MT  1.00002817   +0 12 25.1
 MH0607;UTM  15      - 4,641,436.273   484,597.014   MT  0.99960292   -0 07 26.8
 MH0607
 MH0607                          SUPERSEDED SURVEY CONTROL
 MH0607
 MH0607  NAD 83(1986)-  41 55 29.04304(N)    093 11 08.77122(W) AD(       ) 4
 MH0607  NAD 27      -  41 55 29.09000(N)    093 11 08.04000(W) AD(       ) 3
 MH0607
 MH0607.Superseded values are not recommended for survey control.
 MH0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0607.See file dsdata.txt to determine how the superseded data were derived.
 MH0607
 MH0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG8459741436(NAD 83)
 MH0607_MARKER: 51 = TANK
 MH0607
 MH0607  HISTORY     - Date     Condition        Report By
 MH0607  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0607
 MH0607                          STATION DESCRIPTION
 MH0607
 MH0607'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0952 ***********************************************************************
 OO0952  DESIGNATION -  RICE
 OO0952  PID         -  OO0952
 OO0952  STATE/COUNTY-  IA/MITCHELL
 OO0952  USGS QUAD   -  RICEVILLE (1972)
 OO0952
 OO0952                         *CURRENT SURVEY CONTROL
 OO0952  ___________________________________________________________________
 OO0952* NAD 83(1996)-  43 21 28.65843(N)    092 35 39.46780(W)     ADJUSTED  
 OO0952* NAVD 88     -       386.0    (meters)    1266.     (feet)  VERTCON   
 OO0952  ___________________________________________________________________
 OO0952  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 OO0952  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 OO0952
 OO0952  HORZ ORDER  -  SECOND
 OO0952
 OO0952.The horizontal coordinates were established by classical geodetic methods
 OO0952.and adjusted by the National Geodetic Survey in May 1999..
 OO0952
 OO0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0952
 OO0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0952
 OO0952.The geoid height was determined by GEOID03.
 OO0952
 OO0952;                    North         East     Units Scale Factor Converg.
 OO0952;SPC IA N     - 1,206,778.085 1,573,421.684   MT  1.00001796   +0 36 49.8
 OO0952;UTM  15      - 4,800,646.880   532,875.620   MT  0.99961329   +0 16 42.7
 OO0952
 OO0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0952!SPC IA N     -   0.99994422  x   1.00001796  =   0.99996218
 OO0952!UTM  15      -   0.99994422  x   0.99961329  =   0.99955753
 OO0952
 OO0952:                Primary Azimuth Mark                     Grid Az
 OO0952:SPC IA N     -  RICEVILLE MUN TANK                       077 24 03.9
 OO0952:UTM  15      -  RICEVILLE MUN TANK                       077 44 11.0
 OO0952
 OO0952|---------------------------------------------------------------------|
 OO0952| PID    Reference Object                     Distance      Geod. Az  |
 OO0952|                                                           dddmmss.s |
 OO0952| OO0950 RICEVILLE MUN TANK                  APPROX. 3.1 KM 0780053.7 |
 OO0952| CI7037 RICE RM 1                            13.264 METERS 15222     |
 OO0952| CI7038 RICE RM 3                            13.594 METERS 17143     |
 OO0952| OO0953 RICE RM 2                            20.388 METERS 20914     |
 OO0952| CI7036 RICE AZ MK                                         2444018.9 |
 OO0952|---------------------------------------------------------------------|
 OO0952
 OO0952                          SUPERSEDED SURVEY CONTROL
 OO0952
 OO0952  NAD 83(1996)-  43 21 28.65844(N)    092 35 39.46779(W) AD(       ) 2
 OO0952  NAD 83(1986)-  43 21 28.65141(N)    092 35 39.46706(W) AD(       ) 2
 OO0952  NAD 27      -  43 21 28.76616(N)    092 35 38.81224(W) AD(       ) 2
 OO0952  NGVD 29 (07/19/86)  386.0    (m)         1266.     (f) VERT ANG       
 OO0952
 OO0952.Superseded values are not recommended for survey control.
 OO0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0952.See file dsdata.txt to determine how the superseded data were derived.
 OO0952
 OO0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ3287600647(NAD 83)
 OO0952_MARKER: DS = TRIANGULATION STATION DISK
 OO0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0952_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0952
 OO0952  HISTORY     - Date     Condition        Report By
 OO0952  HISTORY     - 1971     MONUMENTED       NGS
 OO0952
 OO0952                          STATION DESCRIPTION
 OO0952
 OO0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0952'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF OSAGE, 2
 OO0952'MILES WEST OF RICEVILLE AND ON ROAD RIGHT-OF-WAY.  IT IS IN
 OO0952'THE NORTHEAST 1/4 OF SECTION 34, R 15 W, T 99 N.
 OO0952'
 OO0952'TO REACH THE STATION FROM THE POST OFFICE IN RICEVILLE, GO WEST
 OO0952'ON STATE HIGHWAY 9 FOR 1.45 MILES TO A Y-FORK, TAKE THE LEFT
 OO0952'FORK AND GO SOUTHWEST ON HIGHWAY 9 FOR 0.65 MILE TO A CROSSROAD
 OO0952'AND THE STATION IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 OO0952'
 OO0952'STATION MARKS ARE STANDARD DISKS STAMPED RICE 1971.  THE SURFACE
 OO0952'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0952'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 55 FEET WEST
 OO0952'OF THE CENTER OF A ROAD THAT IS UNDER CONSTRUCTION, 41 FEET
 OO0952'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 9 AND 39.4 FEET NORTH
 OO0952'OF A POWERLINE POLE.  THE UNDERGROUND DISK IS SET IN THE TOP
 OO0952'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 OO0952'SURFACE.  NOTE.  THE SURFACE MARK WILL PROBABLY BE COVERED
 OO0952'OVER WITH 3 TO 4 FEET OF DIRT DUE TO THE ROAD CONSTRUCTION.
 OO0952'
 OO0952'REFERENCE MARK 2, A STANDARD DISK STAMPED RICE NO 2 1971,
 OO0952'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0952'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 62 FEET SOUTHEAST
 OO0952'OF THE CENTER OF STATE HIGHWAY 9 AND 45 FEET WEST-SOUTHWEST
 OO0952'OF THE POWERLINE POLE.
 OO0952'
 OO0952'REFERENCE MARK 3, A STANDARD DISK STAMPED RICE NO 3 1971, IS
 OO0952'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OO0952'IS FLUSH WITH THE GROUND SURFACE.  IT IS 75 FEET SOUTHEAST
 OO0952'OF THE CENTER OF STATE HIGHWAY 9, 45 FEET WEST OF THE CENTER
 OO0952'OF THE ROAD UNDER CONSTRUCTION AND 5.5 FEET SOUTH-SOUTHWEST
 OO0952'OF THE POWERLINE POLE.
 OO0952'
 OO0952'THE AZIMUTH MARK, A STANDARD DISK STAMPED RICE 1971, IS SET
 OO0952'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 OO0952'FLUSH WITH THE GROUND SURFACE.  IT IS 48 FEET SOUTH OF THE CENTER
 OO0952'OF STATE HIGHWAY 9, 3.4 FEET WEST OF A HIGHWAY RIGHT-OF-WAY
 OO0952'MARKER, 2.2 FEET EAST OF A METAL WITNESS POST AND 1 FOOT NORTH
 OO0952'OF A WIRE FENCE.
 OO0952'
 OO0952'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 OO0952'STATE HIGHWAY 9 FOR 0.25 MILE TO A REVERSE Y-FORK AND THE MARK
 OO0952'ON THE LEFT.
 OO0952'
 OO0952'NOTE.  THIS STATION WAS OCCUPIED ON 6/1/71.  THE STATION WAS
 OO0952'RE-OCCUPIED ON 8/30/71 DUE TO R.M. 1 BEING IN THE WAY OF ROAD
 OO0952'CONSTRUCTION.  R.M. 1 WAS DESTROYED AND R.M. 3 ESTABLISHED
 OO0952'ON 8/30/71.
 OO0952'
 OO0952'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0953 ***********************************************************************
 OO0953  DESIGNATION -  RICE RM 2
 OO0953  PID         -  OO0953
 OO0953  STATE/COUNTY-  IA/MITCHELL
 OO0953  USGS QUAD   -  RICEVILLE (1972)
 OO0953
 OO0953                         *CURRENT SURVEY CONTROL
 OO0953  ___________________________________________________________________
 OO0953* NAD 83(1996)-  43 21 28.08192(N)    092 35 39.90994(W)     ADJUSTED  
 OO0953* NAVD 88     -       385.1    (meters)    1263.     (feet)  VERTCON   
 OO0953  ___________________________________________________________________
 OO0953  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 OO0953  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 OO0953
 OO0953  HORZ ORDER  -  SECOND
 OO0953
 OO0953.The horizontal coordinates were established by classical geodetic methods
 OO0953.and adjusted by the National Geodetic Survey in May 1999..
 OO0953
 OO0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0953
 OO0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0953
 OO0953.The geoid height was determined by GEOID03.
 OO0953
 OO0953;                    North         East     Units Scale Factor Converg.
 OO0953;SPC IA N     - 1,206,760.187 1,573,411.919   MT  1.00001793   +0 36 49.5
 OO0953;UTM  15      - 4,800,629.047   532,865.754   MT  0.99961329   +0 16 42.4
 OO0953
 OO0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0953!SPC IA N     -   0.99994436  x   1.00001793  =   0.99996229
 OO0953!UTM  15      -   0.99994436  x   0.99961329  =   0.99955767
 OO0953
 OO0953|---------------------------------------------------------------------|
 OO0953| PID    Reference Object                     Distance      Geod. Az  |
 OO0953|                                                           dddmmss.s |
 OO0953| OO0952 RICE                                 20.388 METERS 02914     |
 OO0953| OO0951 DISHINGER                           APPROX. 6.6 KM 1723037.0 |
 OO0953|---------------------------------------------------------------------|
 OO0953
 OO0953                          SUPERSEDED SURVEY CONTROL
 OO0953
 OO0953  NAD 83(1996)-  43 21 28.08193(N)    092 35 39.90994(W) AD(       ) 2
 OO0953  NAD 83(1986)-  43 21 28.07484(N)    092 35 39.90924(W) AD(       ) 2
 OO0953  NAD 27      -  43 21 28.18954(N)    092 35 39.25444(W) AD(       ) 2
 OO0953  NGVD 29 (07/19/86)  385.1    (m)         1263.     (f) VERT ANG       
 OO0953
 OO0953.Superseded values are not recommended for survey control.
 OO0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0953.See file dsdata.txt to determine how the superseded data were derived.
 OO0953
 OO0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ3286600629(NAD 83)
 OO0953_MARKER: DR = REFERENCE MARK DISK
 OO0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0953+STABILITY: SURFACE MOTION
 OO0953
 OO0953  HISTORY     - Date     Condition        Report By
 OO0953  HISTORY     - 1971     MONUMENTED       NGS
 OO0953
 OO0953                          STATION DESCRIPTION
 OO0953
 OO0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0953'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF OSAGE, 2
 OO0953'MILES WEST OF RICEVILLE IN THE NE 1/4 OF SEC. 34, R. 15 W.,
 OO0953'T. 99 N., AND ON ROAD RIGHT-OF-WAY.
 OO0953'
 OO0953'TO REACH THE STATION FROM THE POST OFFICE IN RICEVILLE, GO
 OO0953'WEST ON STATE HIGHWAY 9 FOR 1.45 MILES TO A Y-FORK.  (STATE
 OO0953'HIGHWAY 319 GOES RIGHT AND STATE HIGHWAY 9 GOES LEFT.) TAKE
 OO0953'THE LEFT FORK AND GO SOUTHWEST ON STATE HIGHWAY 9 FOR 0.65
 OO0953'MILE TO A CROSSROAD AND THE STATION IN THE SOUTHWEST ANGLE
 OO0953'OF THE INTERSECTION.
 OO0953'
 OO0953'THE STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED RICE
 OO0953'NO 2 1971 IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO0953'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 62 FEET
 OO0953'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 9, 57 FEET WEST-SOUTHWEST
 OO0953'OF A METAL WITNESS POST AND 44.5 FEET SOUTHWEST OF POWER POLE
 OO0953'NUMBER SPP-75-5-35.
 OO0953'
 OO0953'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0950 ***********************************************************************
 OO0950  DESIGNATION -  RICEVILLE MUN TANK
 OO0950  PID         -  OO0950
 OO0950  STATE/COUNTY-  IA/MITCHELL
 OO0950  USGS QUAD   -  RICEVILLE (1972)
 OO0950
 OO0950                         *CURRENT SURVEY CONTROL
 OO0950  ___________________________________________________________________
 OO0950* NAD 83(1996)-  43 21 49.16960(N)    092 33 26.89972(W)     ADJUSTED  
 OO0950* NAVD 88     -       405.     (meters)    1329.     (feet)  VERTCON   
 OO0950  ___________________________________________________________________
 OO0950  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 OO0950  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 OO0950
 OO0950  HORZ ORDER  -  THIRD
 OO0950
 OO0950.The horizontal coordinates were established by classical geodetic methods
 OO0950.and adjusted by the National Geodetic Survey in May 1999..
 OO0950
 OO0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0950
 OO0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0950
 OO0950.The geoid height was determined by GEOID03.
 OO0950
 OO0950;                    North         East     Units Scale Factor Converg.
 OO0950;SPC IA N     - 1,207,443.686 1,576,399.715   MT  1.00001916   +0 38 19.7
 OO0950;UTM  15      - 4,801,294.789   535,856.288   MT  0.99961581   +0 18 13.9
 OO0950
 OO0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0950!SPC IA N     -   0.99994124  x   1.00001916  =   0.99996040
 OO0950!UTM  15      -   0.99994124  x   0.99961581  =   0.99955707
 OO0950
 OO0950                          SUPERSEDED SURVEY CONTROL
 OO0950
 OO0950  NAD 83(1996)-  43 21 49.16962(N)    092 33 26.89971(W) AD(       ) 4
 OO0950  NAD 83(1986)-  43 21 49.16269(N)    092 33 26.89902(W) AD(       ) 4
 OO0950  NAD 27      -  43 21 49.27660(N)    092 33 26.24759(W) AD(       ) 3
 OO0950  NGVD 29 (07/19/86)  405.     (m)         1329.     (f) VERT ANG       
 OO0950
 OO0950.Superseded values are not recommended for survey control.
 OO0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0950.See file dsdata.txt to determine how the superseded data were derived.
 OO0950
 OO0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ3585601295(NAD 83)
 OO0950_MARKER: 53 = ELEVATED TANK
 OO0950
 OO0950  HISTORY     - Date     Condition        Report By
 OO0950  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO0950
 OO0950                          STATION DESCRIPTION
 OO0950
 OO0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0950'THE RICEVILLE MUNICIPAL WATER TANK IS LOCATED IN THE SMALL
 OO0950'TOWN OF RICEVILLE, ALONG STATE HIGHWAY 9, JUST WEST OF THE
 OO0950'MITCHELL-HOWARD COUNTY LINE, IN SECTION 25, T 99 N, R 15 W.
 OO0950'IT IS 300 FEET WEST OF THE POST OFFICE, AND ADJACENT TO THE
 OO0950'FIREHOUSE, AT THE INTERSECTION OF MAIN AND PINE STREETS.
 OO0950'
 OO0950'THE TANK HAS A CONICAL ROOF, PAINTED RED, HEMISPHERICAL BOTTOM
 OO0950'WITH FOUR CHANNEL-LACED STEEL LEGS WITH A BALL AT THE APEX,
 OO0950'AND 120 FEET HIGH.  THE TANK IS PAINTED SILVER.
 OO0950'
 OO0950'THE POINT INTERSECTED WAS THE BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0630 ***********************************************************************
 MH0630  DESIGNATION -  RICHELSON
 MH0630  PID         -  MH0630
 MH0630  STATE/COUNTY-  IA/STORY
 MH0630  USGS QUAD   -  MAXWELL (1975)
 MH0630
 MH0630                         *CURRENT SURVEY CONTROL
 MH0630  ___________________________________________________________________
 MH0630* NAD 83(1996)-  41 52 35.96859(N)    093 27 38.80645(W)     ADJUSTED  
 MH0630* NAVD 88     -       312.55   (+/-2cm)    1025.4    (feet)  VERTCON   
 MH0630  ___________________________________________________________________
 MH0630  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 MH0630  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 MH0630
 MH0630  HORZ ORDER  -  FIRST
 MH0630  VERT ORDER  -  THIRD ? (See Below)
 MH0630
 MH0630.The horizontal coordinates were established by classical geodetic methods
 MH0630.and adjusted by the National Geodetic Survey in May 1999..
 MH0630
 MH0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0630.The vertical order pertains to the NGVD 29 superseded value.
 MH0630
 MH0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0630
 MH0630.The geoid height was determined by GEOID03.
 MH0630
 MH0630;                    North         East     Units Scale Factor Converg.
 MH0630;SPC IA N     - 1,041,838.957 1,503,255.840   MT  1.00003991   +0 01 35.7
 MH0630;SPC IA S     -   208,409.383   503,255.768   MT  1.00001791   +0 01 33.0
 MH0630;UTM  15      - 4,636,184.474   461,765.682   MT  0.99961799   -0 18 27.3
 MH0630
 MH0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0630!SPC IA N     -   0.99995583  x   1.00003991  =   0.99999574
 MH0630!SPC IA S     -   0.99995583  x   1.00001791  =   0.99997374
 MH0630!UTM  15      -   0.99995583  x   0.99961799  =   0.99957384
 MH0630
 MH0630:                Primary Azimuth Mark                     Grid Az
 MH0630:SPC IA N     -  NEVADA STORY COUNTY COURTHOUSE           002 22 42.7
 MH0630:SPC IA S     -  NEVADA STORY COUNTY COURTHOUSE           002 22 45.4
 MH0630:UTM  15      -  NEVADA STORY COUNTY COURTHOUSE           002 42 45.7
 MH0630
 MH0630|---------------------------------------------------------------------|
 MH0630| PID    Reference Object                     Distance      Geod. Az  |
 MH0630|                                                           dddmmss.s |
 MH0630| NK0708 NEVADA STORY COUNTY COURTHOUSE      APPROX.16.0 KM 0022418.4 |
 MH0630| NK0712 NEVADA MUNICIPAL TANK               APPROX.16.4 KM 0030557.3 |
 MH0630| NK0707 COLO WATER TANK                     APPROX.19.9 KM 0374650.7 |
 MH0630| MH0631 MAXWELL MUN WATER TANK              APPROX. 5.1 KM 0763253.3 |
 MH0630| MH0605 BAXTER MUNICIPAL TANK               APPROX.26.4 KM 1022727.0 |
 MH0630| CL9313 RICHELSON RM 1 AZIMUTH              APPROX. 0.7 KM 1970113.9 |
 MH0630| MH0674 ANKENY MUNICIPAL TANK               APPROX.20.5 KM 2170509.7 |
 MH0630| CL9315 RICHELSON RM 3                       39.850 METERS 25708     |
 MH0630| MH0664 HUXLEY MUNICIPAL TANK               APPROX.12.2 KM 2783740.4 |
 MH0630| CL9314 RICHELSON RM 2                      233.890 METERS 29357     |
 MH0630| CL9316 RICHELSON RM 4                       39.365 METERS 31223     |
 MH0630| NK0721 AMES TALL SMOKESTACK                APPROX.22.4 KM 3183333.3 |
 MH0630|---------------------------------------------------------------------|
 MH0630
 MH0630                          SUPERSEDED SURVEY CONTROL
 MH0630
 MH0630  NAD 83(1986)-  41 52 35.97023(N)    093 27 38.81134(W) AD(       ) 1
 MH0630  NAD 27      -  41 52 36.01300(N)    093 27 38.04300(W) AD(       ) 1
 MH0630  NGVD 29 (07/19/86)  312.52   (m)         1025.3    (f) LEVELING    3  
 MH0630
 MH0630.Superseded values are not recommended for survey control.
 MH0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0630.See file dsdata.txt to determine how the superseded data were derived.
 MH0630
 MH0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG6176636184(NAD 83)
 MH0630_MARKER: Z = SEE DESCRIPTION
 MH0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0630
 MH0630  HISTORY     - Date     Condition        Report By
 MH0630  HISTORY     - 1928     MONUMENTED       CGS
 MH0630  HISTORY     - 1930     GOOD             CGS
 MH0630  HISTORY     - 1931     GOOD             IA-169
 MH0630  HISTORY     - 1934     GOOD             IOWAGS
 MH0630  HISTORY     - 1935     GOOD             IOWAGS
 MH0630  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MH0630  HISTORY     - 19920805 MARK NOT FOUND   USGS
 MH0630
 MH0630                          STATION DESCRIPTION
 MH0630
 MH0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 MH0630'ABOUT 4 MILES WEST AND 3/4 MILE SOUTH OF MAXWELL, ABOUT 1/2
 MH0630'MILE SOUTHEAST OF ELWELL RAILROAD STATION, IN THE NORTHWEST
 MH0630'QUARTER OF SEC. 31, T. 82 N., R. 22 W., ON LAND OWNED BY
 MH0630'MRS. MARY ADDISON OF NEVADA.  THE LAND IS LOCALLY KNOWN AS
 MH0630'THE W.L. RICHELSON FARM.  STATION IS ON A SLIGHT RISE IN A
 MH0630'CULTIVATED FIELD JUST SOUTH OF THE FARM BUILDING 31.00 METERS
 MH0630'SOUTH OF A LARGE CORN CRIB, 64.38 METERS SOUTHEAST OF A TILE
 MH0630'SILO, AND 131.5 METERS WEST OF 1/4 SECTION LINE FENCE.
 MH0630'SURFACE MARK IS SET IN CONCRETE, 20 INCHES BELOW SURFACE OF
 MH0630'GROUND.  THE UNDERGROUND MARK IS STANDARD DISK SET IN TOP
 MH0630'OF A CONCRETE BLOCK 5 FEET BELOW SURFACE.
 MH0630'
 MH0630'REFERENCE MARK NO. 1 IS 1/2 MILE SOUTHWEST OF THE
 MH0630'SOUTHWEST CORNER OF THE NORTHWEST QUARTER SEC. 31, 11.5 METERS
 MH0630'EAST OF THE CENTER OF THE ROAD, AND 5.3 METERS EAST OF
 MH0630'QUARTER-SECTION CORNER.
 MH0630'
 MH0630'REFERENCE MARK NO. 2 IS AT NORTHWEST CORNER OF
 MH0630'NORTHWEST QUARTER OF SECTION 31, IN FENCE LINE, 7.8 METERS
 MH0630'EAST OF CENTER OF ROAD, AND 20.9 METERS SOUTHEAST OF ROAD
 MH0630'INTERSECTION.  OFFICE NOTE DATED 5/20/31--REFERENCE MARK
 MH0630'NO. 2 PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 MH0630'
 MH0630'HEIGHT OF SIGNAL ABOVE STATION MARK - 30.7 METERS.
 MH0630
 MH0630                          STATION RECOVERY (1930)
 MH0630
 MH0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0630'MARKS IN GOOD CONDITION.  DESCRIPTION GOOD EXCEPT THAT OF
 MH0630'REFERENCE MARK NO. 1 WHICH IS IN ERROR AND SHOULD BE DESCRIBED
 MH0630'AS FOLLOWS--
 MH0630'
 MH0630'REFERENCE MARK NO. 1 IS IN THE SOUTHWEST CORNER OF THE NORTHWEST
 MH0630'QUARTER OF SECTION 31, 11.5 METERS EAST OF THE CENTER LINE
 MH0630'OF THE ROAD, 5.3 METERS EAST AND 1 METER NORTH OF THE
 MH0630'QUARTER-SECTION CORNER.
 MH0630
 MH0630                          STATION RECOVERY (1931)
 MH0630
 MH0630'RECOVERY NOTE BY STORY COUNTY IOWA 1931
 MH0630'IN LETTER DATED MAY 18, 1931 SAM STEIGERWALT, COUNTY HIGHWAY
 MH0630'ENGINEER, STORY COUNTY, IOWA (ADDRESS--NEVADA, IOWA) ASKED
 MH0630'WHAT SHOULD BE DONE WITH THE CONCRETE MARKER WITH COPPER
 MH0630'DISK WHICH WAS IN THE RIGHT-OF-WAY OF A NEW ROAD TO BE
 MH0630'CONSTRUCTED.  THE DISK WAS STAMPED RICHELSON R.M. NO. 2 1928.
 MH0630'PERMISSION WAS GIVEN TO REMOVE THE MONUMENT.
 MH0630'
 MH0630'THE BRONZE DISK WHICH MARKED RICHELSON R.M. NO. 2 WAS RECEIVED
 MH0630'AT THE OFFICE JUNE 25, 1931.
 MH0630
 MH0630                          STATION RECOVERY (1934)
 MH0630
 MH0630'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MH0630'THE STATION AND REFERENCE MARK NO. 1 ARE IN GOOD CONDITION.
 MH0630'REFERENCE MARK NO. 2 WAS UNNECESSARILY REMOVED WHILE GRADING A
 MH0630'ROAD.  LAST WINTER THE C.W.A. LOCAL CONTROL SURVEY SET A
 MH0630'MONUMENT ABOUT 25 FEET NORTHEAST OF THE FORMER LOCATION OF
 MH0630'REFERENCE MARK NO. 2.  THIS MONUMENT IS U.S. COAST AND GEODETIC
 MH0630'SURVEY AND STATE SURVEY TRAVERSE STATION NO. 85-183--ABOUT 4
 MH0630'MILES WEST AND 3/4 MILE SOUTH OF MAXWELL, ABOUT 1/2 MILE
 MH0630'SOUTH OF ELWELL, IN THE NORTHWEST CORNER OF THE NORTHWEST
 MH0630'QUARTER OF SEC. 31, T. 82 N., R. 22 W., 19 FEET EAST OF THE
 MH0630'EAST FENCE LINE OF A NORTH-SOUTH ROAD FENCED 66 FEET WIDE,
 MH0630'1 FOOT NORTH OF THE SOUTH FENCE LINE OF STATE HIGHWAY 210,
 MH0630'100 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE AT
 MH0630'THE NORTHEAST CORNER OF THE INTERSECTION.  IT IS ABOUT 758
 MH0630'FEET NORTHWEST OF RICHELSON STATION MARK.
 MH0630'
 MH0630'REFERENCE MARK NO. 1 IS 1/2 MILE SOUTH OF THE NORTHWEST CORNER
 MH0630'OF NORTHWEST QUARTER OF SECTION 31, 4.5 FEET EAST OF THE
 MH0630'EAST ROAD FENCE, 3 FEET NORTH OF THE EAST-WEST CENTER LINE
 MH0630'OF THE SECTION.
 MH0630
 MH0630                          STATION RECOVERY (1935)
 MH0630
 MH0630'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1935
 MH0630'THE STATION WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 MH0630'THE REFERENCE MARKS WERE RECOVERED.
 MH0630
 MH0630                          STATION RECOVERY (1969)
 MH0630
 MH0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 MH0630'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 MH0630'CONDITION.  REFERENCE MARK 2 WAS DESTROYED BY CONSTRUCTION IN
 MH0630'1931.  REFERENCE MARK 3 AND REFERENCE MARK 4 WERE ESTABLISHED AT
 MH0630'THIS TIME USING REFERENCE MARK 1 AS AZIMUTH MARK.  A COMPLETE
 MH0630'NEW DESCRIPTION FOLLOWS.
 MH0630'
 MH0630'THE STATION IS LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF HUXLEY,
 MH0630'4 MILES EAST-SOUTHEAST OF CAMBRIDGE, AND 3 MILES WEST-SOUTHWEST
 MH0630'OF MAXWELL.  THE LAND IS MANAGED BY MR. JOHN S. LOWENBERG AND
 MH0630'OCCUPIED BY MR. DON WILLIAMS.
 MH0630'
 MH0630'TO REACH THE STATION FROM THE POST OFFICE IN MAXWELL, GO SOUTH
 MH0630'AND WEST ON STATE HIGHWAY 120 FOR 3.6 MILES TO MR. WILLIAMS
 MH0630'FARMHOUSE AND A DRIVEWAY ON THE LEFT.  (TO REACH REFERENCE MARK
 MH0630'1 (AZIMUTH MARK) FROM HERE, CONTINUE AHEAD WEST ON STATE HIGHWAY
 MH0630'210 FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 MH0630'GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT AND THE
 MH0630'REFERENCE MARK ON THE LEFT.) TURN LEFT AND GO SOUTH FOR 0.05
 MH0630'MILE PASSING BETWEEN THE HOUSE AND THE BARN TO A BOARD GATE IN
 MH0630'AN EAST-WEST FENCELINE.  CONTINUE SOUTH APPROXIMATELY 50
 MH0630'YARDS TO THE HIGHEST POINT OF A SMALL HILL AND THE STATION.
 MH0630'
 MH0630'THE STATION MARK IS A STANDARD DISK STAMPED RICHELSON 1928,
 MH0630'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 MH0630'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 131 FEET
 MH0630'EAST-NORTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED SET
 MH0630'IN A NORTH-SOUTH FENCELINE, 114 FEET SOUTHWEST OF THE SOUTHEAST
 MH0630'CORNER OF A MACHINE SHED, AND 48 FEET SOUTHEAST OF THE SOUTHWEST
 MH0630'CORNER OF A CORNCRIB.
 MH0630'
 MH0630'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RICHELSON RM NO 1
 MH0630'1928, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 MH0630'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 35 FEET
 MH0630'EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 25 FEET
 MH0630'NORTH-NORTHEAST OF A POWER POLE, 5.5 FEET EAST-NORTHEAST OF A
 MH0630'METAL WITNESS POST WITH A SIGN ATTACHED, AND 5.3 FEET NORTHEAST
 MH0630'OF A FENCE CORNER POST.
 MH0630'
 MH0630'REFERENCE MARK 3 IS A STANDARD DISK STAMPED RICHELSON 1928 NO 3
 MH0630'1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 MH0630'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 2.1
 MH0630'FEET SOUTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED, AND
 MH0630'1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 MH0630'
 MH0630'REFERENCE MARK 4 IS A STANDARD DISK STAMPED RICHELSON 1928 NO 4
 MH0630'1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 MH0630'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 37
 MH0630'FEET WEST OF THE WEST END OF A BOARD GATE IN AN EAST-WEST FENCE
 MH0630'LINE, 34 FEET EAST OF A FENCE CORNER POST, AND 1 FOOT SOUTH OF AN
 MH0630'EAST-WEST FENCE LINE.
 MH0630'
 MH0630'HEIGHT OF LIGHT ABOVE STATION MARK 72.9 FEET.
 MH0630'
 MH0630'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MH0630'3 MILES WEST-SOUTHWEST OF MAXWELL.
 MH0630
 MH0630                          STATION RECOVERY (1992)
 MH0630
 MH0630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (JEB)
 MH0630'ALL TRACES OF BUILDINGS HAVE BEEN REMOVED.  THIS AREA IS NOW A
 MH0630'CULTIVATED FIELD.  NO REFERENCE MARKS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0631 ***********************************************************************
 NL0631  DESIGNATION -  RICHLAND
 NL0631  PID         -  NL0631
 NL0631  STATE/COUNTY-  IA/SAC
 NL0631  USGS QUAD   -  ODEBOLT WEST (1980)
 NL0631
 NL0631                         *CURRENT SURVEY CONTROL
 NL0631  ___________________________________________________________________
 NL0631* NAD 83(1996)-  42 19 51.38714(N)    095 17 01.98073(W)     ADJUSTED  
 NL0631* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 NL0631  ___________________________________________________________________
 NL0631  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 NL0631  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 NL0631
 NL0631  HORZ ORDER  -  THIRD
 NL0631
 NL0631.The horizontal coordinates were established by classical geodetic methods
 NL0631.and adjusted by the National Geodetic Survey in May 1999..
 NL0631
 NL0631.The orthometric height was scaled from a topographic map.
 NL0631
 NL0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0631
 NL0631.The geoid height was determined by GEOID03.
 NL0631
 NL0631;                    North         East     Units Scale Factor Converg.
 NL0631;SPC IA N     - 1,093,848.742 1,352,988.582   MT  0.99996254   -1 12 32.5
 NL0631;UTM  15      - 4,689,047.472   311,832.690   MT  1.00003566   -1 32 18.4
 NL0631
 NL0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0631!SPC IA N     -   0.99993137  x   0.99996254  =   0.99989392
 NL0631!UTM  15      -   0.99993137  x   1.00003566  =   0.99996703
 NL0631
 NL0631|---------------------------------------------------------------------|
 NL0631| PID    Reference Object                     Distance      Geod. Az  |
 NL0631|                                                           dddmmss.s |
 NL0631| NL0630 RICHLAND 2                            6.863 METERS 13629     |
 NL0631| NL0628 ODEBOLT MUNICIPAL TANK              APPROX. 3.4 KM 1362916.8 |
 NL0631| NL0629 ADAMS RANCH WATER TANK              APPROX. 4.6 KM 1671419.6 |
 NL0631| CO3583 RICHLAND AZ MK                                     2214408.2 |
 NL0631| CO3584 RICHLAND RM 1                        20.568 METERS 22644     |
 NL0631| CO3585 RICHLAND RM 2                        21.762 METERS 31536     |
 NL0631|---------------------------------------------------------------------|
 NL0631
 NL0631                          SUPERSEDED SURVEY CONTROL
 NL0631
 NL0631  NAD 83(1996)-  42 19 51.38668(N)    095 17 01.98177(W) AD(       ) 3
 NL0631  NAD 83(1986)-  42 19 51.38644(N)    095 17 01.98191(W) AD(       ) 3
 NL0631  NAD 27      -  42 19 51.44200(N)    095 17 01.00400(W) AD(       ) 3
 NL0631
 NL0631.Superseded values are not recommended for survey control.
 NL0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0631.See file dsdata.txt to determine how the superseded data were derived.
 NL0631
 NL0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1183389047(NAD 83)
 NL0631_MARKER: DS = TRIANGULATION STATION DISK
 NL0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0631
 NL0631  HISTORY     - Date     Condition        Report By
 NL0631  HISTORY     - 1950     MONUMENTED       CGS
 NL0631  HISTORY     - 1953     GOOD             CGS
 NL0631
 NL0631                          STATION DESCRIPTION
 NL0631
 NL0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0631'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF THE TOWN OF
 NL0631'ODEBOLT AND ALONG THE EAST SIDE OF A GRAVELED ROAD.  IT IS
 NL0631'25.5 FEET EAST OF THE CENTERLINE OF THE ROAD AND 10 FEET
 NL0631'NORTH OF A POWERLINE POLE WITH A SMALL TRIANGLE BLAZE.  THE
 NL0631'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED RICHLAND 1950.
 NL0631'
 NL0631'REFERENCE MARK NO. 1 IS 26 FEET WEST OF THE CENTERLINE OF
 NL0631'THE ROAD AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE MARK
 NL0631'PROJECTS 2 INCHES AND THE DISK IS STAMPED RICHLAND NO 1 1950.
 NL0631'
 NL0631'REFERENCE MARK NO. 2 IS 26 FEET WEST OF THE CENTERLINE OF THE
 NL0631'ROAD AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE MARK
 NL0631'PROJECTS 2 INCHES AND THE DISK IS STAMPED RICHLAND NO 2 1950.
 NL0631'
 NL0631'AZIMUTH MARK IS 30 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 NL0631'ROAD, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE AND 1 FOOT EAST OF
 NL0631'A WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 NL0631'STAMPED RICHLAND 1950.
 NL0631'
 NL0631'TO REACH FROM THE INTERSECTION OF THE MAIN STREET AND STATE
 NL0631'HIGHWAY 175 IN ODEBOLT, GO WEST 1.8 MILES TO A CROSSROADS,
 NL0631'TURN RIGHT (NORTH) 0.55 MILE TO CROSSROADS, CONTINUE NORTH
 NL0631'0.3 MILE TO THE TOP OF HILL AND THE STATION ON THE RIGHT
 NL0631'OR EAST SIDE OF THE ROAD.
 NL0631'
 NL0631'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.3 MILE
 NL0631'TO CROSSROADS, TURN RIGHT (WEST) 0.25 MILE TO THE MARK ON
 NL0631'THE RIGHT OR NORTH SIDE OF THE ROAD.
 NL0631'
 NL0631'A 4 FT. SIGNAL AT ARTHUR IS V.G.
 NL0631'
 NL0631'A 64 FT. SIGNAL AT HAYES IS V.G.
 NL0631'
 NL0631'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0631
 NL0631                          STATION RECOVERY (1953)
 NL0631
 NL0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 NL0631'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NL0631'GOOD CONDITION.  NEW ROAD CONSTRUCTION WOULD DESTROY THE STATION
 NL0631'MARK AND THE TWO REFERENCE MARKS.  THESE MARKS WERE MOVED AT THE
 NL0631'REQUEST OF THE SAC COUNTY ENGINEER AND A NEW STATION, RICHLAND 2,
 NL0631'WAS ESTABLISHED.  SEE DESCRIPTION OF RICHLAND 2 FOR DETAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0512 ***********************************************************************
 MH0512  DESIGNATION -  RICHLAND
 MH0512  PID         -  MH0512
 MH0512  STATE/COUNTY-  IA/KEOKUK
 MH0512  USGS QUAD   -  OLLIE (1980)
 MH0512
 MH0512                         *CURRENT SURVEY CONTROL
 MH0512  ___________________________________________________________________
 MH0512* NAD 83(1996)-  41 11 01.19798(N)    092 00 24.66137(W)     ADJUSTED  
 MH0512* NAVD 88     -       235.0    (meters)     771.     (feet)  VERTCON   
 MH0512  ___________________________________________________________________
 MH0512  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 MH0512  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 MH0512
 MH0512  HORZ ORDER  -  FIRST
 MH0512
 MH0512.The horizontal coordinates were established by classical geodetic methods
 MH0512.and adjusted by the National Geodetic Survey in May 1999..
 MH0512
 MH0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0512
 MH0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0512
 MH0512.The geoid height was determined by GEOID03.
 MH0512
 MH0512;                    North         East     Units Scale Factor Converg.
 MH0512;SPC IA S     -   132,519.492   625,264.429   MT  0.99994841   +0 59 00.7
 MH0512;UTM  15      - 4,559,621.443   583,293.677   MT  0.99968538   +0 39 14.4
 MH0512
 MH0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0512!SPC IA S     -   0.99996827  x   0.99994841  =   0.99991668
 MH0512!UTM  15      -   0.99996827  x   0.99968538  =   0.99965366
 MH0512
 MH0512:                Primary Azimuth Mark                     Grid Az
 MH0512:SPC IA S     -  KEOTA MUNICIPAL TANK                     012 08 28.5
 MH0512:UTM  15      -  KEOTA MUNICIPAL TANK                     012 28 14.8
 MH0512
 MH0512|---------------------------------------------------------------------|
 MH0512| PID    Reference Object                     Distance      Geod. Az  |
 MH0512|                                                           dddmmss.s |
 MH0512| MG0857 KEOTA MUNICIPAL TANK                APPROX.20.2 KM 0130729.2 |
 MH0512| MG0830 WASHINGTON IOWA S UTIL CO STK       APPROX.29.6 KM 0634058.1 |
 MH0512| MG0831 WASHINGTON CO CH BASE STAFF TR      APPROX.29.2 KM 0634407.5 |
 MH0512| CL9319 RICHLAND RM 3                         7.897 METERS 08227     |
 MH0512| MG0839 BRIGHTON MUNICIPAL TANK             APPROX.15.6 KM 0931940.5 |
 MH0512| CL9317 RICHLAND RM 1                        27.488 METERS 16445     |
 MH0512| MG0848 FAIRFIELD JEFF CO CTHSE TOWER       APPROX.19.7 KM 1691726.9 |
 MH0512| MG0842 FAIRFIELD NORTH MUNICIPAL TANK      APPROX.19.3 KM 1710430.5 |
 MH0512| MH0513 RICHLAND AZ MK                      APPROX. 0.5 KM 2691849.8 |
 MH0512| CL9318 RICHLAND RM 2                        30.169 METERS 27540     |
 MH0512| MH0505 SIGOURNEY MUNICIPAL TANK            APPROX.23.5 KM 3144552.9 |
 MH0512| MH0506 SIGOURNEY KEOKUK CO CTHSE DOME      APPROX.23.5 KM 3150825.0 |
 MH0512|---------------------------------------------------------------------|
 MH0512
 MH0512                          SUPERSEDED SURVEY CONTROL
 MH0512
 MH0512  NAD 83(1986)-  41 11 01.20308(N)    092 00 24.67562(W) AD(       ) 1
 MH0512  NAD 27      -  41 11 01.14780(N)    092 00 24.04200(W) AD(       ) 1
 MH0512  NGVD 29 (07/19/86)  235.0    (m)          771.     (f) VERT ANG       
 MH0512
 MH0512.Superseded values are not recommended for survey control.
 MH0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0512.See file dsdata.txt to determine how the superseded data were derived.
 MH0512
 MH0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8329459621(NAD 83)
 MH0512_MARKER: DS = TRIANGULATION STATION DISK
 MH0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0512_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0512_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MH0512
 MH0512  HISTORY     - Date     Condition        Report By
 MH0512  HISTORY     - 1934     MONUMENTED       CGS
 MH0512  HISTORY     - 1980     GOOD             NGS
 MH0512
 MH0512                          STATION DESCRIPTION
 MH0512
 MH0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0512'STATION IS LOCATED ABOUT 0.6 MILE W OF THE SQUARE IN RICHLAND,
 MH0512'NEAR THE NE CORNER OF A PASTURE.  THE MARK IS SET IN THE
 MH0512'SE 1/4, SEC. 28, T 74 N, R 10 W, ON LAND OWNED BY THE ESTATE
 MH0512'OF WILLIAM COLLETT AND OCCUPIED BY BERT COLLETT.  IT IS 24
 MH0512'FEET S OF FENCE LINE, 23 FEET W OF FENCE LINE, 48 FEET S OF THE
 MH0512'CENTER LINE OF COUNTY ROUTE A, 34 FEET SW OF THE NE CORNER
 MH0512'OF THE PASTURE AND IS 14 INCHES BELOW THE SURFACE OF THE
 MH0512'GROUND.
 MH0512'
 MH0512'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MH0512'BRONZE DISKS SET IN CONCRETE.
 MH0512'
 MH0512'REFERENCE MARK NO. 1, IS SSE OF THE STATION, 97 FEET S OF
 MH0512'THE NE CORNER OF THE PASTURE, 2 FEET N OF THE FENCE CORNER,
 MH0512'1 FOOT W OF FENCE LINE AND PROJECTS 6 INCHES.
 MH0512'
 MH0512'REFERENCE MARK NO. 2, IS W OF THE STATION, ON THE N EDGE OF
 MH0512'THE PASTURE, 1 FOOT S OF FENCE LINE, 24 FEET S OF THE CENTER
 MH0512'LINE OF ROUTE A, ABOUT 85 YARDS E OF THE NW CORNER OF THE PASTURE
 MH0512'AND PROJECTS 10 INCHES.
 MH0512'
 MH0512'AZIMUTH MARK IS W OF THE STATION ON THE E EDGE OF THE RIGHT-OF-WAY
 MH0512'OF N-S ROAD, 1 FOOT W OF FENCE LINE, 17-1/2 FEET E OF THE
 MH0512'CENTER LINE OF THE ROAD, 35 FEET E OF THE NE CORNER OF A
 MH0512'SMALL SHED, 110 FEET S OF THE NW CORNER POST OF THE FIELD,
 MH0512'145 FEET S OF THE CENTER LINE OF THE INTERSECTION WITH COUNTY
 MH0512'ROUTE A.  MARK PROJECTS 10 INCHES.
 MH0512'
 MH0512'TO REACH FROM RICHLAND GO W FOR 0.65 MILE ON COUNTY ROUTE
 MH0512'A FROM THE SQUARE.
 MH0512'
 MH0512'ALL LIGHTS CAME INTO VIEW AT 60 FEET.
 MH0512
 MH0512                          STATION RECOVERY (1980)
 MH0512
 MH0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MH0512'SUBSURFACE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 MH0512'RECOVERED.  REFERENCE MARK 2 HAS BEEN DESTROYED, THEREFORE, REFERENCE
 MH0512'MARK 3 WAS ESTABLISHED.  THE DISTANCE TO REFERENCE MARK 1 WAS 0.03
 MH0512'FOOT LONGER AND THE DIRECTION WAS 1 MINUTE, 47 SECONDS LARGER THAN
 MH0512'PREVIOUS DATA.  THE UNDERGROUND MARK WAS NOT INSPECTED.  A NEW
 MH0512'DESCRIPTION FOLLOWS.
 MH0512'
 MH0512'THE STATION IS LOCATED ABOUT 1/2 MILE WEST OF RICHLAND, ON THE SOUTH
 MH0512'RIGHT-OF-WAY OF A COUNTY ROAD AND IN THE SE 1/4, SEC28, T74N,
 MH0512'R10W.  REFERENCE MARK 1 IS ON PROPERTY OWNED BY CONNIE HARTNELL,
 MH0512'RURAL ROUTE, RICHLAND, IOWA 52585, TELEPHONE 515-668 3959.  THE
 MH0512'AZIMUTH MARK IS ON PROPERTY OWNED BY LEONARD ANDEWAY, RICHLAND, IOWA
 MH0512'52585, TELEPHONE 515-668 3081.
 MH0512'
 MH0512'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND STATE
 MH0512'HIGHWAY 77 IN RICHLAND, GO WEST ON MAIN STREET FOR 0.65 MILE TO THE
 MH0512'STATION ON THE LEFT.
 MH0512'
 MH0512'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON A
 MH0512'GRAVELED ROAD FOR 0.3 MILE TO A PRIVATE DRIVE ON THE LEFT.  TURN LEFT
 MH0512'AND GO SOUTH ON THE DRIVE FOR 0.05 MILE TO THE MARK AT THE EAST SIDE
 MH0512'OF A GARAGE.
 MH0512'
 MH0512'SUBSURFACE STATION MARK IS A STANDARD DISK, STAMPED---RICHLAND
 MH0512'1934---SET IN A ROUND CONCRETE POST THAT IS 18 INCHES BELOW THE GROUND
 MH0512'SURFACE.  IT IS 48.0 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD,
 MH0512'2.0 FEET EAST OF A WITNESS POST AND 1.0 FOOT NORTH OF A FENCE.
 MH0512'
 MH0512'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---RICHLAND NO 1
 MH0512'1934--- SET IN A ROUND CONCRETE POST THAT IS FLUSH.  IT IS IN A CLUMP
 MH0512'OF BRUSH 137.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 91.5 FEET
 MH0512'SOUTH-SOUTHEAST OF THE WITNESS POST AND 88.8 FEET SOUTH OF THE
 MH0512'FENCE.
 MH0512'
 MH0512'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---RICHLAND 1934 NO 3
 MH0512'1980--- SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4
 MH0512'INCHES.  IT IS 47.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 28.3
 MH0512'FEET EAST OF THE WITNESS POST AND 1.5 FEET NORTH OF THE FENCE.
 MH0512'
 MH0512'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---RICHLAND 1934---SET IN
 MH0512'THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 12 INCHES.  IT IS 39.0
 MH0512'FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A GARAGE, 38.0 FEET
 MH0512'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE GARAGE, 5.0 FEET
 MH0512'SOUTHEAST OF A WITNESS POST AND 4.0 FEET EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0630 ***********************************************************************
 NL0630  DESIGNATION -  RICHLAND 2
 NL0630  PID         -  NL0630
 NL0630  STATE/COUNTY-  IA/SAC
 NL0630  USGS QUAD   -  ODEBOLT WEST (1980)
 NL0630
 NL0630                         *CURRENT SURVEY CONTROL
 NL0630  ___________________________________________________________________
 NL0630* NAD 83(1996)-  42 19 51.22583(N)    095 17 01.77434(W)     ADJUSTED  
 NL0630* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 NL0630  ___________________________________________________________________
 NL0630  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 NL0630  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 NL0630
 NL0630  HORZ ORDER  -  THIRD
 NL0630
 NL0630.The horizontal coordinates were established by classical geodetic methods
 NL0630.and adjusted by the National Geodetic Survey in May 1999..
 NL0630.No horizontal observational check was made to the station.
 NL0630
 NL0630.The orthometric height was scaled from a topographic map.
 NL0630
 NL0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0630
 NL0630.The geoid height was determined by GEOID03.
 NL0630
 NL0630;                    North         East     Units Scale Factor Converg.
 NL0630;SPC IA N     - 1,093,843.666 1,352,993.201   MT  0.99996254   -1 12 32.3
 NL0630;UTM  15      - 4,689,042.370   311,837.280   MT  1.00003564   -1 32 18.3
 NL0630
 NL0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0630!SPC IA N     -   0.99993137  x   0.99996254  =   0.99989392
 NL0630!UTM  15      -   0.99993137  x   1.00003564  =   0.99996701
 NL0630
 NL0630:                Primary Azimuth Mark                     Grid Az
 NL0630:SPC IA N     -  ODEBOLT MUNICIPAL TANK                   137 41 49.2
 NL0630:UTM  15      -  ODEBOLT MUNICIPAL TANK                   138 01 35.2
 NL0630
 NL0630|---------------------------------------------------------------------|
 NL0630| PID    Reference Object                     Distance      Geod. Az  |
 NL0630|                                                           dddmmss.s |
 NL0630| NL0628 ODEBOLT MUNICIPAL TANK              APPROX. 3.4 KM 1362916.9 |
 NL0630| NL0629 ADAMS RANCH WATER TANK              APPROX. 4.6 KM 1671656.1 |
 NL0630| CO3583 RICHLAND AZ MK                                     2222032.8 |
 NL0630| CO3586 RICHLAND 2 RM 3                      27.591 METERS 24028     |
 NL0630| CO3587 RICHLAND 2 RM 4                      28.932 METERS 30300     |
 NL0630| NL0631 RICHLAND                              6.863 METERS 31629     |
 NL0630|---------------------------------------------------------------------|
 NL0630
 NL0630                          SUPERSEDED SURVEY CONTROL
 NL0630
 NL0630  NAD 83(1996)-  42 19 51.22537(N)    095 17 01.77538(W) AD(       ) 3
 NL0630  NAD 83(1986)-  42 19 51.22513(N)    095 17 01.77553(W) AD(       ) 3
 NL0630  NAD 27      -  42 19 51.28100(N)    095 17 00.79800(W) AD(       ) 3
 NL0630
 NL0630.Superseded values are not recommended for survey control.
 NL0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0630.See file dsdata.txt to determine how the superseded data were derived.
 NL0630
 NL0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1183789042(NAD 83)
 NL0630_MARKER: DS = TRIANGULATION STATION DISK
 NL0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0630
 NL0630  HISTORY     - Date     Condition        Report By
 NL0630  HISTORY     - 1953     MONUMENTED       CGS
 NL0630  HISTORY     - 1961     GOOD             CGS
 NL0630
 NL0630                          STATION DESCRIPTION
 NL0630
 NL0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (GCM)
 NL0630'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF THE TOWN OF ODEBOLT,
 NL0630'39 FEET EAST OF THE CENTER OF GRAVEL ROAD, 6 FEET SOUTH OF A
 NL0630'POWER POLE, AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 NL0630'PROJECTS 2 INCHES AND THE DISK IS STAMPED RICHLAND 2 1953.
 NL0630'
 NL0630'REFERENCE MARK NO. 3 IS 48 FEET NORTH OF TELEPHONE POLE AND
 NL0630'39 FEET WEST OF THE CENTER OF GRAVEL ROAD.  THE MARK PROJECTS
 NL0630'2 INCHES AND THE DISK IS STAMPED RICHLAND NO 3 1953.
 NL0630'
 NL0630'REFERENCE MARK NO. 4 IS 57 FEET NORTH OF A NORTH GATE POST,
 NL0630'45 FEET SOUTH OF A TELEPHONE POLE, AND 39 FEET WEST OF THE
 NL0630'CENTER OF GRAVEL ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NL0630'IS STAMPED RICHLAND NO 4 1953.
 NL0630'
 NL0630'AZIMUTH MARK IS ABOUT 100 YARDS EAST OF FARM BUILDINGS, 60
 NL0630'FEET WEST OF A FENCE T-INTERSECTION, 30 FEET NORTH OF THE
 NL0630'CENTER OF GRAVEL ROAD, AND 1 FOOT SOUTH OF FENCE.  THE MARK
 NL0630'PROJECTS 2 INCHES AND THE DISK IS STAMPED RICHLAND 1950.
 NL0630'
 NL0630'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NL0630'4 AND 175 AT THE NORTHEAST EDGE OF ODEBOLT, GO WEST ON STATE
 NL0630'HIGHWAY 175 FOR 2.0 MILES TO CROSSROADS.  TURN RIGHT AND
 NL0630'GO NORTH ON GRAVEL ROAD FOR 0.5 MILE TO CROSSROADS.  (THE
 NL0630'AZIMUTH MARK IS 0.25 MILE WEST OF THIS CROSSROAD.) CONTINUE
 NL0630'NORTH ON GRAVEL ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT
 NL0630'AS DESCRIBED.
 NL0630'
 NL0630'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0630
 NL0630                          STATION RECOVERY (1961)
 NL0630
 NL0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 NL0630'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NL0630'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY
 NL0630'THE AZIMUTH MARK, SO IT WAS MOVED ON LINE TOWARD THE STATION.
 NL0630'A COMPLETE DESCRIPTION FOLLOWS.
 NL0630'
 NL0630'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF THE TOWN OF
 NL0630'ODEBOLT, 113 FEET NORTH OF THE NORTH GATE POST FOR A STEEL GATE,
 NL0630'39 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 6 FEET SOUTH OF
 NL0630'A POWER POLE, 2 FEET NORTH OF A WITNESS POST, AND 1 FOOT WEST
 NL0630'OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NL0630'RICHLAND 2 1953.
 NL0630'
 NL0630'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND
 NL0630'175 AT THE NORTHEAST EDGE OF ODEBOLT, GO WEST ON STATE HIGHWAY
 NL0630'175 FOR 2.0 MILES TO A CROSSROADS.  TURN RIGHT AND GO NORTH
 NL0630'ON GRAVEL ROAD FOR 0.5 MILE TO CROSSROADS.  (THE AZIMUTH
 NL0630'MARK IS 1/4 MILE WEST OF THIS CROSSROAD.) CONTINUE NORTH ON
 NL0630'GRAVEL ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT AS
 NL0630'DESCRIBED.
 NL0630'
 NL0630'REFERENCE MARK NO. 3 IS 90.52 FEET SOUTHWEST OF THE STATION,
 NL0630'55 FEET NORTH OF A NORTH GATE POST, 39 FEET WEST OF THE CENTER
 NL0630'OF GRAVEL ROAD, 23 FEET NORTH OF TELEPHONE POLE, AND 1 FOOT EAST
 NL0630'OF A WIRE FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF
 NL0630'THE GROUND AND THE DISK IS STAMPED RICHLAND 2 NO 3 1953.
 NL0630'
 NL0630'REFERENCE MARK NO. 4 IS 94.92 FEET WEST-NORTHWEST OF THE STATION,
 NL0630'50 FEET SOUTH OF A TELEPHONE POLE, 39 FEET WEST OF THE CENTER
 NL0630'OF A GRAVLE ROAD, AND 1 FOOT EAST OF A WIRE FENCE ALONG THE WEST
 NL0630'SIDE OF THE ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 NL0630'STAMPED RICHLAND 2 NO 4 1953.
 NL0630'
 NL0630'AZIMUTH MARK (RESET) IS 0.4 MILE SOUTHWEST OF THE STATION,
 NL0630'78 FEET EAST OF A TELEPHONE POLE, 51 FEET WEST OF A FENCE
 NL0630'T-INTERSECTION, 39 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 NL0630'1 FOOT SOUTH OF A FENCE, AND 1 FOOT EAST OF A WHITE WITNESS
 NL0630'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NL0630'RICHLAND 2 RESET 1961.
 NL0630'
 NL0630'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVEL
 NL0630'ROAD FOR 0.3 MILE TO CROSSROADS.  TURN RIGHT AND GO WEST FOR
 NL0630'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT OR NORTH SIDE OF THE
 NL0630'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0649 ***********************************************************************
 NL0649  DESIGNATION -  RICKETTS
 NL0649  PID         -  NL0649
 NL0649  STATE/COUNTY-  IA/CRAWFORD
 NL0649  USGS QUAD   -  RICKETTS (1971)
 NL0649
 NL0649                         *CURRENT SURVEY CONTROL
 NL0649  ___________________________________________________________________
 NL0649* NAD 83(1996)-  42 09 11.50368(N)    095 34 00.09262(W)     ADJUSTED  
 NL0649* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 NL0649  ___________________________________________________________________
 NL0649  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 NL0649  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 NL0649
 NL0649  HORZ ORDER  -  FIRST
 NL0649
 NL0649.The horizontal coordinates were established by classical geodetic methods
 NL0649.and adjusted by the National Geodetic Survey in May 1999..
 NL0649
 NL0649.The orthometric height was scaled from a topographic map.
 NL0649
 NL0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0649
 NL0649.The geoid height was determined by GEOID03.
 NL0649
 NL0649;                    North         East     Units Scale Factor Converg.
 NL0649;SPC IA N     - 1,074,642.345 1,329,203.775   MT  0.99998542   -1 24 02.5
 NL0649;UTM  15      - 4,669,974.452   287,936.095   MT  1.00015338   -1 43 23.5
 NL0649
 NL0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0649!SPC IA N     -   0.99993415  x   0.99998542  =   0.99991957
 NL0649!UTM  15      -   0.99993415  x   1.00015338  =   1.00008752
 NL0649
 NL0649|---------------------------------------------------------------------|
 NL0649| PID    Reference Object                     Distance      Geod. Az  |
 NL0649|                                                           dddmmss.s |
 NL0649| CO3589 RICKETTS RM 1                        20.843 METERS 03254     |
 NL0649| NL0617 EVANGELICAL LUTH CH STEEPLE         APPROX.11.9 KM 0484443.1 |
 NL0649| NL0616 SCHLESWIG MUNICIPAL TANK            APPROX.10.8 KM 0815422.3 |
 NL0649| NL0651 ST PAULS LUTHERAN CH STEEPLE        APPROX. 4.8 KM 1361933.1 |
 NL0649| NL0650 IMMANUEL EV LUTHER KIRCHE           APPROX. 4.2 KM 2451744.5 |
 NL0649| CO3590 RICKETTS RM 2                        25.060 METERS 27017     |
 NL0649| CO3588 RICKETTS AZ MK                                     2725157.1 |
 NL0649|---------------------------------------------------------------------|
 NL0649
 NL0649                          SUPERSEDED SURVEY CONTROL
 NL0649
 NL0649  NAD 83(1996)-  42 09 11.50393(N)    095 34 00.09417(W) AD(       ) 1
 NL0649  NAD 83(1986)-  42 09 11.50399(N)    095 34 00.09427(W) AD(       ) 1
 NL0649  NAD 27      -  42 09 11.53800(N)    095 33 59.08600(W) AD(       ) 1
 NL0649
 NL0649.Superseded values are not recommended for survey control.
 NL0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0649.See file dsdata.txt to determine how the superseded data were derived.
 NL0649
 NL0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG8793669974(NAD 83)
 NL0649_MARKER: DS = TRIANGULATION STATION DISK
 NL0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0649
 NL0649  HISTORY     - Date     Condition        Report By
 NL0649  HISTORY     - 1950     MONUMENTED       CGS
 NL0649  HISTORY     - 1972     GOOD             NGS
 NL0649
 NL0649                          STATION DESCRIPTION
 NL0649
 NL0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0649'STATION IS LOCATED ABOUT 7 MILES WEST SOUTHWEST OF SCHLESWIG
 NL0649'AND 2 MILES NORTH NORTHEAST OF RICKETTS ALONG THE RIGHT
 NL0649'OF WAY OF A GRADED ROAD.  STATION IS 25 FEET SOUTH OF THE
 NL0649'APPROXIMATE CENTERLINE OF ROAD, 9 FEET WEST NORTHWEST OF
 NL0649'WITNESS POST AND 3 FEET NORTH OF FENCE.  THE MARK IS FLUSH
 NL0649'WITH THE GROUND AND THE DISK IS STAMPED RICKETTS 1950.
 NL0649'
 NL0649'REFERENCE MARK NO. 1 IS 31 FEET NORTH OF THE APPROXIMATE
 NL0649'CENTERLINE OF ROAD AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 NL0649'ABOUT 6 INCHES AND THE DISK IS STAMPED RICKETTS NO 1 1950.
 NL0649'
 NL0649'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF THE APPROXIMATE
 NL0649'CENTERLINE OF ROAD AND 2.5 FEET NORTH OF FENCE.  THE MARK
 NL0649'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RICKETTS NO
 NL0649'2 1950.
 NL0649'
 NL0649'AZIMUTH MARK IS 26 FEET NORTH OF THE APPROXIMATE CENTERLINE
 NL0649'OF ROAD, 2.5 FEET EAST OF WITNESS POST AND 2 FEET SOUTH OF
 NL0649'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 NL0649'STAMPED RICKETTS 1950.
 NL0649'
 NL0649'TO REACH FROM THE POST OFFICE IN RICKETTS GO NORTH ON GRAVEL
 NL0649'ROAD FOR 1.9 MILES TO CROSSROADS.  TURN RIGHT AND GO EAST ON
 NL0649'GRADED ROAD FOR 0.2 MILE TO AZIMUTH MARK ON LEFT OR NORTH SIDE
 NL0649'OF ROAD AS DESCRIBED.  CONTINUE EAST FOR 0.2 MILE TO STATION
 NL0649'ON RIGHT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 NL0649'
 NL0649'A 4 FOOT SIGNAL AT STATION MAPLETON IS V.G.
 NL0649'
 NL0649'AN 87 FOOT SIGNAL AT STATION MILL IS V.G.
 NL0649'
 NL0649'A 4 FOOT SIGNAL AT STATION GARFIELD IS V.G.
 NL0649'
 NL0649'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NL0649
 NL0649                          STATION RECOVERY (1972)
 NL0649
 NL0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NL0649'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION. BEING
 NL0649'THE MARKS ARE IN TALL GRASS AND ON ROAD RIGHT-OF-WAY A METAL
 NL0649'WITNESS POST WAS SET BY EACH MARK.
 NL0649'
 NL0649'A METAL WITNESS POST WAS SET 1.5 FEET EAST OF THE STATION
 NL0649'MARK.
 NL0649'
 NL0649'A METAL WITNESS POST WAS SET 1.5 FEET WEST OF THE AZIMUTH
 NL0649'MARK.
 NL0649'
 NL0649'A METAL WITNESS POST WAS SET 1.5 FEET WEST OF REFERENCE
 NL0649'MARK 1.
 NL0649'
 NL0649'A METAL WITNESS POST WAS SET 1.5 FEET WEST OF REFERENCE
 NL0649'MARK 2.
 NL0649'
 NL0649'THE ROUTE TO REACH THE STATION IS ADEQUATE.
 NL0649'
 NL0649'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 NL0649'NORTHEAST OF RICKETTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1175 ***********************************************************************
 LF1175  DESIGNATION -  RICKETTS RM 1
 LF1175  PID         -  LF1175
 LF1175  STATE/COUNTY-  IA/FREMONT
 LF1175  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1175
 LF1175                         *CURRENT SURVEY CONTROL
 LF1175  ___________________________________________________________________
 LF1175* NAD 83(1986)-  40 43 27.     (N)    095 50 10.     (W)     SCALED    
 LF1175* NAVD 88     -       282.410  (meters)     926.54   (feet)  ADJUSTED  
 LF1175  ___________________________________________________________________
 LF1175  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LF1175  DYNAMIC HT  -         282.264 (meters)     926.06  (feet)  COMP
 LF1175  MODELED GRAV-     980,099.5   (mgal)                       NAVD 88
 LF1175
 LF1175  VERT ORDER  -  SECOND    CLASS 0
 LF1175
 LF1175.The horizontal coordinates were scaled from a topographic map and have
 LF1175.an estimated accuracy of +/- 6 seconds.
 LF1175
 LF1175.The orthometric height was determined by differential leveling
 LF1175.and adjusted by the National Geodetic Survey in June 1991..
 LF1175
 LF1175.The geoid height was determined by GEOID03.
 LF1175
 LF1175.The dynamic height is computed by dividing the NAVD 88
 LF1175.geopotential number by the normal gravity value computed on the
 LF1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1175.degrees latitude (g = 980.6199 gals.).
 LF1175
 LF1175.The modeled gravity was interpolated from observed gravity values.
 LF1175
 LF1175;                    North         East    Units  Estimated Accuracy
 LF1175;SPC IA S     -    83,070.      302,660.      MT  (+/- 180 meters Scaled)
 LF1175
 LF1175                          SUPERSEDED SURVEY CONTROL
 LF1175
 LF1175  NGVD 29 (??/??/92)  282.313  (m)          926.22   (f) ADJ UNCH    2 0
 LF1175
 LF1175.Superseded values are not recommended for survey control.
 LF1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1175.See file dsdata.txt to determine how the superseded data were derived.
 LF1175
 LF1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF604120(NAD 83)
 LF1175_MARKER: DR = REFERENCE MARK DISK
 LF1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1175_STAMPING: RICKETTS NO 1 1947
 LF1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1175+STABILITY: SURFACE MOTION
 LF1175
 LF1175  HISTORY     - Date     Condition        Report By
 LF1175  HISTORY     - 1947     MONUMENTED       CGS
 LF1175  HISTORY     - 1948     GOOD             NGS
 LF1175  HISTORY     - 1971     POOR             NGS
 LF1175
 LF1175                          STATION DESCRIPTION
 LF1175
 LF1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1175'3.4 MI NE FROM NEBRASKA CITY.
 LF1175'0.15 MILE EAST ALONG IOWA STATE HIGHWAY 2 FROM THE EAST END OF
 LF1175'THE NEBRASKA CITY BRIDGE AT NEBRASKA CITY, NEBRASKA THENCE 3.3
 LF1175'MILES NORTH ALONG A DIRT ROAD KNOWN AS RICKETTS SCHOOL ROAD,
 LF1175'ACROSS THE ROAD FROM THE RICKETTS SCHOOL, 112.5 FEET WEST OF
 LF1175'THE CENTERLINE OF THE NORTH-SOUTH ROAD, 89.1 FEET NORTHEAST
 LF1175'OF RICKETTS 1947, 82.0 FEET WEST OF THE NORTH END OF A 36-INCH
 LF1175'CONCRETE PIPE CULVERT UNDER THE EAST-WEST ROAD, 74.0 FEET WEST
 LF1175'OF A FENCE CORNER, 32.9 FEET NORTH OF THE CENTER LINE OF THE
 LF1175'EAST-WEST ROAD, ABOUT 6.0 FEET NORTH OF THE CENTER OF A DEEP
 LF1175'ROAD DITCH, 1.5 FEET SOUTH OF A STEEL POST FENCE LINE, 1.2 FEET
 LF1175'EAST OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF1175'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LF1175
 LF1175                          STATION RECOVERY (1971)
 LF1175
 LF1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LF1175'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1176 ***********************************************************************
 LF1176  DESIGNATION -  RICKETTS RM 2
 LF1176  PID         -  LF1176
 LF1176  STATE/COUNTY-  IA/FREMONT
 LF1176  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1176
 LF1176                         *CURRENT SURVEY CONTROL
 LF1176  ___________________________________________________________________
 LF1176* NAD 83(1986)-  40 43 27.     (N)    095 50 10.     (W)     SCALED    
 LF1176* NAVD 88     -       282.739  (meters)     927.62   (feet)  ADJUSTED  
 LF1176  ___________________________________________________________________
 LF1176  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LF1176  DYNAMIC HT  -         282.592 (meters)     927.14  (feet)  COMP
 LF1176  MODELED GRAV-     980,099.5   (mgal)                       NAVD 88
 LF1176
 LF1176  VERT ORDER  -  SECOND    CLASS 0
 LF1176
 LF1176.The horizontal coordinates were scaled from a topographic map and have
 LF1176.an estimated accuracy of +/- 6 seconds.
 LF1176
 LF1176.The orthometric height was determined by differential leveling
 LF1176.and adjusted by the National Geodetic Survey in June 1991..
 LF1176
 LF1176.The geoid height was determined by GEOID03.
 LF1176
 LF1176.The dynamic height is computed by dividing the NAVD 88
 LF1176.geopotential number by the normal gravity value computed on the
 LF1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1176.degrees latitude (g = 980.6199 gals.).
 LF1176
 LF1176.The modeled gravity was interpolated from observed gravity values.
 LF1176
 LF1176;                    North         East    Units  Estimated Accuracy
 LF1176;SPC IA S     -    83,070.      302,660.      MT  (+/- 180 meters Scaled)
 LF1176
 LF1176                          SUPERSEDED SURVEY CONTROL
 LF1176
 LF1176  NGVD 29 (??/??/92)  282.642  (m)          927.30   (f) ADJ UNCH    2 0
 LF1176
 LF1176.Superseded values are not recommended for survey control.
 LF1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1176.See file dsdata.txt to determine how the superseded data were derived.
 LF1176
 LF1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF604120(NAD 83)
 LF1176_MARKER: DR = REFERENCE MARK DISK
 LF1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1176_STAMPING: RICKETTS NO 2 1947
 LF1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1176+STABILITY: SURFACE MOTION
 LF1176
 LF1176  HISTORY     - Date     Condition        Report By
 LF1176  HISTORY     - 1947     MONUMENTED       CGS
 LF1176  HISTORY     - 1948     GOOD             NGS
 LF1176
 LF1176                          STATION DESCRIPTION
 LF1176
 LF1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1176'3.4 MI NE FROM NEBRASKA CITY.
 LF1176'0.15 MILE EAST ALONG IOWA STATE HIGHWAY 2 FROM THE EAST END
 LF1176'OF THE NEBRASKA CITY BRIDGE AT NEBRASKA CITY, NEBRASKA THENCE
 LF1176'3.3 MILES NORTH ALONG A DIRT ROAD KNOWN AS RICKETTS SCHOOL ROAD,
 LF1176'AT THE RICKETTS SCHOOL, ON THE PROPERTY OF R.H. RICKETTS, 235.1
 LF1176'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 115.8
 LF1176'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 113.0 FEET
 LF1176'SOUTHWEST OF RICKETTS 1947, 19.5 FEET SOUTH OF THE EXTENSION
 LF1176'TO THE WEST OF THE LINE OF THE SOUTH FACE OF THE RICKETTS SCHOOL,
 LF1176'1.5 FEET NORTH OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A
 LF1176'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LF1176'NOTE-- MR. RICKETTS REPORTS THAT THE TREES AND SCHOOL MAY BE
 LF1176'REMOVED IN THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0555 ***********************************************************************
 NK0555  DESIGNATION -  RIDENOUR
 NK0555  PID         -  NK0555
 NK0555  STATE/COUNTY-  IA/BENTON
 NK0555  USGS QUAD   -  GARRISON (1971)
 NK0555
 NK0555                         *CURRENT SURVEY CONTROL
 NK0555  ___________________________________________________________________
 NK0555* NAD 83(1996)-  42 10 32.10613(N)    092 08 42.16430(W)     ADJUSTED  
 NK0555* NAVD 88     -       309.9    (meters)    1017.     (feet)  VERTCON   
 NK0555  ___________________________________________________________________
 NK0555  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 NK0555  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 NK0555
 NK0555  HORZ ORDER  -  FIRST
 NK0555
 NK0555.The horizontal coordinates were established by classical geodetic methods
 NK0555.and adjusted by the National Geodetic Survey in May 1999..
 NK0555
 NK0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0555
 NK0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0555
 NK0555.The geoid height was determined by GEOID03.
 NK0555
 NK0555;                    North         East     Units Scale Factor Converg.
 NK0555;SPC IA N     - 1,075,938.565 1,611,943.055   MT  0.99998201   +0 55 05.9
 NK0555;UTM  15      - 4,669,625.251   570,610.566   MT  0.99966135   +0 34 26.6
 NK0555
 NK0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0555!SPC IA N     -   0.99995628  x   0.99998201  =   0.99993829
 NK0555!UTM  15      -   0.99995628  x   0.99966135  =   0.99961765
 NK0555
 NK0555:                Primary Azimuth Mark                     Grid Az
 NK0555:SPC IA N     -  RIDENOUR AZ MK                           018 58 28.3
 NK0555:UTM  15      -  RIDENOUR AZ MK                           019 19 07.6
 NK0555
 NK0555|---------------------------------------------------------------------|
 NK0555| PID    Reference Object                     Distance      Geod. Az  |
 NK0555|                                                           dddmmss.s |
 NK0555| CI7043 RIDENOUR AZ MK                                     0195334.2 |
 NK0555| NJ0781 NELSON                              APPROX.25.0 KM 0591418.7 |
 NK0555| NJ0776 URBANA MUNICIPAL TANK               APPROX.23.2 KM 0762141.0 |
 NK0555| CI7044 RIDENOUR RM 1                        23.765 METERS 08916     |
 NK0555| NK0543 VINTON MUNICIPAL TANK               APPROX.10.1 KM 0935011.4 |
 NK0555| NK0539 VINTON BENTON CO CTHSE DOME         APPROX.10.1 KM 0943841.2 |
 NK0555| NK0541 VINTON IOWA RR AND LT CORP STK      APPROX.10.4 KM 0965135.7 |
 NK0555| NK0540 VINTON BLIND SCH HEAT PLT STK       APPROX. 9.2 KM 0974911.1 |
 NK0555| NK0542 VINTON BLIND SCHOOL TANK            APPROX. 9.2 KM 0991949.2 |
 NK0555| CI7045 RIDENOUR RM 2                        27.569 METERS 17253     |
 NK0555| NK0558 DYSART MUNICIPAL TANK               APPROX.13.3 KM 2671609.4 |
 NK0555|---------------------------------------------------------------------|
 NK0555
 NK0555                          SUPERSEDED SURVEY CONTROL
 NK0555
 NK0555  NAD 83(1986)-  42 10 32.10265(N)    092 08 42.16324(W) AD(       ) 1
 NK0555  NAD 27      -  42 10 32.12200(N)    092 08 41.50000(W) AD(       ) 1
 NK0555  NGVD 29 (07/19/86)  309.9    (m)         1017.     (f) VERT ANG       
 NK0555
 NK0555.Superseded values are not recommended for survey control.
 NK0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0555.See file dsdata.txt to determine how the superseded data were derived.
 NK0555
 NK0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7061169625(NAD 83)
 NK0555_MARKER: DS = TRIANGULATION STATION DISK
 NK0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0555_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0555
 NK0555  HISTORY     - Date     Condition        Report By
 NK0555  HISTORY     - 1934     MONUMENTED       CGS
 NK0555  HISTORY     - 1970     GOOD             NGS
 NK0555  HISTORY     - 1971     GOOD             NGS
 NK0555
 NK0555                          STATION DESCRIPTION
 NK0555
 NK0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0555'STATION IS ABOUT 6 MILES N OF W OF VINTON, IN THE NE 1/4 SEC.
 NK0555'17, T 85 N, R 11 W, IN FENCE LINE BETWEEN PROPERTY OF A.C.
 NK0555'LEWIS ON THE N AND J.A. RIDENOUR ON THE S.  THE STATION MARK
 NK0555'IS IN N EDGE OF OAK GROVE.  1 FOOT S OF FENCE LINE (PROPERTY
 NK0555'LINE).  168 YARDS W OF THE NE CORNER OF WOOD LOT, AND PROJECTS
 NK0555'12 INCHES.
 NK0555'
 NK0555'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0555'BRONZE DISKS SET IN CONCRETE.
 NK0555'
 NK0555'REFERENCE MARK NO. 1 IS E OF THE STATION.  1 FOOT S OF FENCE
 NK0555'LINE (PROPERTY LINE), AND PROJECTS 6 INCHES.  THE DISTANCE
 NK0555'BETWEEN REFERENCE MARKS IS 112.60 FEET.
 NK0555'
 NK0555'REFERENCE MARK NO. 2 IS S OF THE STATION.  4 FEET ENE OF A
 NK0555'14-INCH OAK, AND PROJECTS 6 INCHES.
 NK0555'
 NK0555'THE AZIMUTH MARK IS NNE OF THE STATION.  0.1 MILE S OF THE
 NK0555'INTERSECTION OF U.S. HIGHWAY 218 AND IOWA HIGHWAY 198.  30
 NK0555'FEET E OF CENTER LINE OF IOWA HIGHWAY 198.  1 FOOT W OF FENCE
 NK0555'LINE, AND PROJECTS 6 INCHES.
 NK0555'
 NK0555'TO REACH FROM VINTON, GO W ON U.S. HIGHWAY 218 FOR 6.6 MILES
 NK0555'TO ITS JUNCTION WITH IOWA HIGHWAY 198, THENCE S ON HIGHWAY 198
 NK0555'FOR 0.4 MILE TO TWO GATES ON W SIDE OF ROAD OPPOSITE A.C. LEWIS
 NK0555'HOUSE.  ENTER S GATE INTO THE NE CORNER OF WOOD LOT AND GO W
 NK0555'168 YARDS TO STATION ON RIDGE.
 NK0555'
 NK0555'ALL LIGHTS CAME INTO VIEW AT 50 FEET.
 NK0555
 NK0555                          STATION RECOVERY (1970)
 NK0555
 NK0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JSA)
 NK0555'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 NK0555'WERE FOUND IN GOOD CONDITION AS DESCRIBED.  AZIMUTH MARK WAS
 NK0555'FOUND DESTROYED.
 NK0555'
 NK0555'DISTANCES TO REFERENCE MARK NO. 1 MISSED 0.07 FT., TO REFERENCE
 NK0555'MARK NO. 2 MISSED 0.00 FT., BETWEEN REFERENCE MARK NO. 1 AND
 NK0555'REFERENCE MARK NO. 2 MISSED 0.05 FT.
 NK0555'
 NK0555'DIRECTIONS TO REFERENCE MARK NO. 1 MISSED -67.23 SECONDS, TO
 NK0555'REFERENCE MARK NO. 2 MISSED +6.63 SECONDS.
 NK0555'
 NK0555'THE OLD DESCRIPTION IS ADEQUATE
 NK0555'
 NK0555'STANDARD BRACED TRIPOD USED.
 NK0555
 NK0555                          STATION RECOVERY (1971)
 NK0555
 NK0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NK0555'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 NK0555'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 NK0555'MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 NK0555'AZIMUTH MARK WAS FOUND DESTROYED.  NO OBJECTS WERE VISIBLE AT THE
 NK0555'STATION SITE AT THE TIME OF THIS RECOVERY BUT WHEN TREES ARE
 NK0555'BARREN ITS POSSIBLE THE VINTON, COURTHOUSE DOME OR THE VINTON,
 NK0555'BLIND SCHOOL TANK MIGHT BE VISIBLE.  WHEN IN THE AREA AGAIN,
 NK0555'THE STATION SITE WILL BE VISITED AND A NEW AZIMUTH MARK WILL
 NK0555'BE SET IF THE ABOVE OBJECTS ARE VISIBLE.  THE TO REACH THE
 NK0555'STATION WAS FOUND ADEQUATE.
 NK0555'
 NK0555'STATION MARK IS 26 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 NK0555'OF A SHED, 5.5 FEET WEST OF A BOARD FENCE, 2 FEET SOUTH-SOUTHWEST
 NK0555'OF A METAL WITNESS POST.
 NK0555'
 NK0555'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED.
 NK0555'
 NK0555'REFERENCE MARK NO. 2 IS 7 FEET EAST OF A BOARD FENCE.
 NK0555'
 NK0555'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 NK0555'WEST OF VINTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0908 ***********************************************************************
 ON0908  DESIGNATION -  RIDGE
 ON0908  PID         -  ON0908
 ON0908  STATE/COUNTY-  IA/WINNESHIEK
 ON0908  USGS QUAD   -  RIDGEWAY (1981)
 ON0908
 ON0908                         *CURRENT SURVEY CONTROL
 ON0908  ___________________________________________________________________
 ON0908* NAD 83(1996)-  43 18 58.47915(N)    091 58 15.98361(W)     ADJUSTED  
 ON0908* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 ON0908  ___________________________________________________________________
 ON0908  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 ON0908  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 ON0908
 ON0908  HORZ ORDER  -  SECOND
 ON0908
 ON0908.The horizontal coordinates were established by classical geodetic methods
 ON0908.and adjusted by the National Geodetic Survey in May 1999..
 ON0908
 ON0908.The orthometric height was scaled from a topographic map.
 ON0908
 ON0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0908
 ON0908.The geoid height was determined by GEOID03.
 ON0908
 ON0908;                    North         East     Units Scale Factor Converg.
 ON0908;SPC IA N     - 1,202,871.540 1,624,020.592   MT  1.00000944   +1 02 10.3
 ON0908;UTM  15      - 4,796,448.096   583,432.301   MT  0.99968563   +0 42 21.2
 ON0908
 ON0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0908!SPC IA N     -   0.99994498  x   1.00000944  =   0.99995442
 ON0908!UTM  15      -   0.99994498  x   0.99968563  =   0.99963063
 ON0908
 ON0908|---------------------------------------------------------------------|
 ON0908| PID    Reference Object                     Distance      Geod. Az  |
 ON0908|                                                           dddmmss.s |
 ON0908| CI7047 RIDGE RM 1                           26.448 METERS 13036     |
 ON0908| CI7048 RIDGE RM 2                           21.736 METERS 21450     |
 ON0908| CI7046 RIDGE AZ MK                                        2791722.0 |
 ON0908|---------------------------------------------------------------------|
 ON0908
 ON0908                          SUPERSEDED SURVEY CONTROL
 ON0908
 ON0908  NAD 83(1996)-  43 18 58.47914(N)    091 58 15.98360(W) AD(       ) 2
 ON0908  NAD 83(1986)-  43 18 58.47201(N)    091 58 15.98278(W) AD(       ) 2
 ON0908  NAD 27      -  43 18 58.58670(N)    091 58 15.39920(W) AD(       ) 2
 ON0908
 ON0908.Superseded values are not recommended for survey control.
 ON0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0908.See file dsdata.txt to determine how the superseded data were derived.
 ON0908
 ON0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8343296448(NAD 83)
 ON0908_MARKER: DS = TRIANGULATION STATION DISK
 ON0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0908
 ON0908  HISTORY     - Date     Condition        Report By
 ON0908  HISTORY     - 1961     MONUMENTED       CGS
 ON0908
 ON0908                          STATION DESCRIPTION
 ON0908
 ON0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0908'THE STATION IS ABOUT 1-3/4 MILES NORTHEAST OF RIDGEWAY, IN
 ON0908'LINCOLN TOWNSHIP, IN THE SE 1/4 OF SEC. 12, T-98-N, R-10-W,
 ON0908'AND ON THE PROPERTY OF MR. IRVIN L. RUE.  IT IS 186 FEET
 ON0908'NORTH OF THE NORTHEAST CORNER OF A BARN, 178 FEET NORTHWEST
 ON0908'OF THE NORTHWEST CORNER OF A GARAGE, 28 FEET EAST OF A T-FENCE
 ON0908'AND A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 ON0908'STAMPED RIDGE 1961.
 ON0908'
 ON0908'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST EAST OF
 ON0908'THE RAILROAD DEPOT IN RIDGEWAY, GO NORTHEAST CROSSING STATE
 ON0908'HIGHWAY 9 FOR 0.4 MILE TO A GRAVELED CROSSROAD.  TURN LEFT AND
 ON0908'GO NORTH ON THE GRAVELED ROAD FOR 0.95 MILE TO A GRAVELED
 ON0908'CROSSROAD.  *TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR
 ON0908'0.6 MILE TO A DRIVEWAY NORTH.  TURN LEFT AND GO NORTH ON THE
 ON0908'DRIVEWAY FOR 0.15 MILE TO A GARAGE AND THE STATION.
 ON0908'
 ON0908'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH
 ON0908'ON THE GRAVELED ROAD FOR 0.3 MILE TO A DRIVEWAY EAST AND THE
 ON0908'AZIMUTH MARK IN THE SOUTHEAST ANGLE.
 ON0908'
 ON0908'REFERENCE MARK 1 IS 27 FEET SOUTH OF THE T-FENCE INTERSECTION
 ON0908'AND 1 FOOT WEST OF A FENCE.  THE MONUMENT IS FLUSH AND THE
 ON0908'DISK IS STAMPED RIDGE NO 1 1961.
 ON0908'
 ON0908'REFERENCE MARK 2 IS 126 FEET NORTHWEST OF THE NORTHEAST CORNER
 ON0908'OF THE BARN, 64 FEET SOUTH OF A T-FENCE INTERSECTION AND 1 FOOT
 ON0908'EAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON0908'RIDGE NO 2 1961.
 ON0908'
 ON0908'THE AZIMUTH MARK IS 37 FEET SOUTHEAST OF THE INTERSECTION OF
 ON0908'THE ROAD AND DRIVEWAY, 34 FEET EAST OF THE CENTERLINE OF THE ROAD,
 ON0908'15 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY AND 1 FOOT SOUTH
 ON0908'OF A POWER POLE AND WITNESS POST.  THE MONUMENT PROJECTS 3
 ON0908'INCHES AND THE DISK IS STAMPED RIDGE 1961.
 ON0908'
 ON0908'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0907 ***********************************************************************
 ON0907  DESIGNATION -  RIDGEWAY MUNICIPAL TANK
 ON0907  PID         -  ON0907
 ON0907  STATE/COUNTY-  IA/WINNESHIEK
 ON0907  USGS QUAD   -  RIDGEWAY (1981)
 ON0907
 ON0907                         *CURRENT SURVEY CONTROL
 ON0907  ___________________________________________________________________
 ON0907* NAD 83(1996)-  43 17 46.84770(N)    091 59 28.09380(W)     ADJUSTED  
 ON0907* NAVD 88     -                                                        
 ON0907  ___________________________________________________________________
 ON0907  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 ON0907  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 ON0907
 ON0907  HORZ ORDER  -  THIRD
 ON0907
 ON0907.The horizontal coordinates were established by classical geodetic methods
 ON0907.and adjusted by the National Geodetic Survey in May 1999..
 ON0907
 ON0907
 ON0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0907
 ON0907.The geoid height was determined by GEOID03.
 ON0907
 ON0907;                    North         East     Units Scale Factor Converg.
 ON0907;SPC IA N     - 1,200,632.082 1,622,435.379   MT  1.00000556   +1 01 21.4
 ON0907;UTM  15      - 4,794,218.541   581,834.712   MT  0.99968238   +0 41 30.8
 ON0907
 ON0907                          SUPERSEDED SURVEY CONTROL
 ON0907
 ON0907  NAD 83(1996)-  43 17 46.84768(N)    091 59 28.09378(W) AD(       ) 4
 ON0907  NAD 83(1986)-  43 17 46.84050(N)    091 59 28.09288(W) AD(       ) 4
 ON0907  NAD 27      -  43 17 46.95700(N)    091 59 27.50600(W) AD(       ) 3
 ON0907
 ON0907.Superseded values are not recommended for survey control.
 ON0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0907.See file dsdata.txt to determine how the superseded data were derived.
 ON0907
 ON0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8183594219(NAD 83)
 ON0907_MARKER: 53 = ELEVATED TANK
 ON0907
 ON0907  HISTORY     - Date     Condition        Report By
 ON0907  HISTORY     - 1934     FIRST OBSERVED   CGS
 ON0907  HISTORY     - 1961     GOOD             CGS
 ON0907
 ON0907                          STATION DESCRIPTION
 ON0907
 ON0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 ON0907'STATION IS THE CENTER OF THE RIDGEWAY MUNICIPAL WATER TANK.
 ON0907'IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP,
 ON0907'AND HAS A BALL AT THE CENTER OF THE TOP.  THERE IS A LIGHT
 ON0907'ABOVE THE BALL AND DIRECTED DOWN UPON IT.  THE BOTTOM AND
 ON0907'SIDES OF THE TANK ARE PAINTED BLACK AND THE TOP AND BALL ARE
 ON0907'SILVER.  THERE IS A 5-FOOT DIAMETER BLACK STEEL HOUSING AROUND
 ON0907'THE FEED PIPE.  THE TANK IS LETTERED RIDGEWAY IN LARGE WHITE
 ON0907'LETTERS ON THE N SIDE.  IT IS ABOUT 110 FEET HIGH AND IS
 ON0907'VERY PROMINENT.
 ON0907'
 ON0907'THE TANK IS ABOUT 75 FEET S OF THE CENTER LINE OF THE MAIN
 ON0907'STREET OF TOWN, 2 BLOCKS S OF CHICAGO, MILWAUKEE, ST. PAUL
 ON0907'AND PACIFIC RAILROAD, 0.15 MILE S OF IOWA HIGHWAY 9, AND ON
 ON0907'THE PROLONGATION SOUTHWARD OF THE FIRST STREET W OF THE
 ON0907'RAILROAD STATION.
 ON0907
 ON0907                          STATION RECOVERY (1961)
 ON0907
 ON0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0907'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED WITH THE
 ON0907'EXCEPTION THAT THE TANK IS NOW PAINTED SILVER AND HAS A
 ON0907'RED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0808 ***********************************************************************
 OP0808  DESIGNATION -  RIESSEN
 OP0808  PID         -  OP0808
 OP0808  STATE/COUNTY-  IA/OSCEOLA
 OP0808  USGS QUAD   -  MAY CITY (1970)
 OP0808
 OP0808                         *CURRENT SURVEY CONTROL
 OP0808  ___________________________________________________________________
 OP0808* NAD 83(1996)-  43 17 54.62653(N)    095 24 26.69937(W)     ADJUSTED  
 OP0808* NAVD 88     -       451.9    (meters)    1483.     (feet)  VERTCON   
 OP0808  ___________________________________________________________________
 OP0808  LAPLACE CORR-          -5.44  (seconds)                    DEFLEC99
 OP0808  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 OP0808
 OP0808  HORZ ORDER  -  FIRST
 OP0808
 OP0808.The horizontal coordinates were established by classical geodetic methods
 OP0808.and adjusted by the National Geodetic Survey in May 1999..
 OP0808
 OP0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0808
 OP0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0808
 OP0808.The geoid height was determined by GEOID03.
 OP0808
 OP0808;                    North         East     Units Scale Factor Converg.
 OP0808;SPC IA N     - 1,201,525.520 1,345,234.657   MT  1.00000597   -1 17 33.9
 OP0808;UTM  15      - 4,796,778.735   304,724.523   MT  1.00006910   -1 39 05.5
 OP0808
 OP0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0808!SPC IA N     -   0.99993349  x   1.00000597  =   0.99993946
 OP0808!UTM  15      -   0.99993349  x   1.00006910  =   1.00000259
 OP0808
 OP0808|---------------------------------------------------------------------|
 OP0808| PID    Reference Object                     Distance      Geod. Az  |
 OP0808|                                                           dddmmss.s |
 OP0808| CO3595 RIESSEN RM 1                         24.046 METERS 08234     |
 OP0808| CO3596 RIESSEN RM 2                         28.799 METERS 24100     |
 OP0808| CO3594 RIESSEN AZ MK                                      2744135.2 |
 OP0808|---------------------------------------------------------------------|
 OP0808
 OP0808                          SUPERSEDED SURVEY CONTROL
 OP0808
 OP0808  NAD 83(1996)-  43 17 54.62653(N)    095 24 26.69937(W) AD(       ) 1
 OP0808  NAD 83(1986)-  43 17 54.62276(N)    095 24 26.69015(W) AD(       ) 1
 OP0808  NAD 27      -  43 17 54.73530(N)    095 24 25.67375(W) AD(       ) 1
 OP0808  NGVD 29 (07/19/86)  451.7    (m)         1482.     (f) VERT ANG       
 OP0808
 OP0808.Superseded values are not recommended for survey control.
 OP0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0808.See file dsdata.txt to determine how the superseded data were derived.
 OP0808
 OP0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH0472596779(NAD 83)
 OP0808_MARKER: DS = TRIANGULATION STATION DISK
 OP0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0808_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0808
 OP0808  HISTORY     - Date     Condition        Report By
 OP0808  HISTORY     - 1971     MONUMENTED       NGS
 OP0808
 OP0808                          STATION DESCRIPTION
 OP0808
 OP0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0808'THE STATION IS LOCATED ABOUT 13 MILES WEST OF MILFORD, 10
 OP0808'MILES SOUTH OF HARRIS, 9 MILES NORTH-NORTHEAST OF HARTLEY, ON
 OP0808'PROPERTY OWNED BY MR. IRVIN C. RIESSEN AND IN THE NORTHWEST
 OP0808'CORNER OF SEC., 24, R 39 W, T 98 N.
 OP0808'
 OP0808'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18
 OP0808'AND 71 ABOUT 2 MILES NORTH OF SPENCER, GO WEST ON HIGHWAY
 OP0808'18 FOR 8.8 MILES TO A CROSSROAD, (STATE HIGHWAY 170).  CONTINUE
 OP0808'WEST ON HIGHWAY 18 FOR 4 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 OP0808'NORTH ON A GRAVELED ROAD FOR 7.85 MILES TO A CROSSROAD AND
 OP0808'THE STATION IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 OP0808'
 OP0808'THE STATION MARKS ARE STANDARD DISKS STAMPED RIESSEN 1971.
 OP0808'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP0808'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 OP0808'IT IS 122 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 45
 OP0808'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 11 FEET SOUTH
 OP0808'OF A WIRE FENCE AND METAL WITNESS POST.  THE UNDERGROUND DISK
 OP0808'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 OP0808'BELOW THE GROUND SURFACE.
 OP0808'
 OP0808'REFERENCE MARK 1, A STANDARD DISK STAMPED RIESSEN NO 1 1971,
 OP0808'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0808'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 78 FEET EAST
 OP0808'OF THE METAL WITNESS POST, 33 FEET SOUTH OF THE CENTER OF THE
 OP0808'ROAD, 10 FEET WEST OF A FENCE CORNER AND 1 FOOT SOUTH OF A
 OP0808'WIRE FENCE.
 OP0808'
 OP0808'REFERENCE MARK 2, A STANDARD DISK STAMPED RIESSEN NO 2 1971,
 OP0808'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0808'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 90 FEET SOUTH
 OP0808'OF THE CENTER OF THE ROAD, 38 FEET EAST OF THE CENTER OF THE
 OP0808'ROAD AND 1 FOOT EAST OF A WIRE FENCE.
 OP0808'
 OP0808'THE AZIMUTH MARK, A STANDARD DISK STAMPED RIESSEN 1971, IS
 OP0808'SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0808'WHICH IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 32 FEET
 OP0808'NORTH OF THE CENTER OF THE GRAVELED ROAD, 10 FEET EAST OF THE
 OP0808'CENTER OF THE FIELD ENTRANCE ROAD, 1.5 FEET SOUTHWEST OF A
 OP0808'METAL WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 OP0808'
 OP0808'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 OP0808'GRAVELED ROAD FOR 0.2 MILE TO A FIELD ENTRANCE ROAD AND THE
 OP0808'AZIMUTH MARK ON THE RIGHT.
 OP0808'
 OP0808'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1028 ***********************************************************************
 OP1028  DESIGNATION -  RINGSTED
 OP1028  PID         -  OP1028
 OP1028  STATE/COUNTY-  IA/EMMET
 OP1028  USGS QUAD   -  RINGSTED (1980)
 OP1028
 OP1028                         *CURRENT SURVEY CONTROL
 OP1028  ___________________________________________________________________
 OP1028* NAD 83(1996)-  43 17 45.57679(N)    094 30 33.16568(W)     ADJUSTED  
 OP1028* NAVD 88     -       387.7    (meters)    1272.     (feet)  VERTCON   
 OP1028  ___________________________________________________________________
 OP1028  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 OP1028  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 OP1028
 OP1028  HORZ ORDER  -  SECOND
 OP1028
 OP1028.The horizontal coordinates were established by classical geodetic methods
 OP1028.and adjusted by the National Geodetic Survey in May 1999..
 OP1028
 OP1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1028
 OP1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1028
 OP1028.The geoid height was determined by GEOID03.
 OP1028
 OP1028;                    North         East     Units Scale Factor Converg.
 OP1028;SPC IA N     - 1,199,989.038 1,418,105.432   MT  1.00000549   -0 41 02.4
 OP1028;UTM  15      - 4,794,791.056   377,577.823   MT  0.99978436   -1 02 06.3
 OP1028
 OP1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1028!SPC IA N     -   0.99994367  x   1.00000549  =   0.99994916
 OP1028!UTM  15      -   0.99994367  x   0.99978436  =   0.99972804
 OP1028
 OP1028|---------------------------------------------------------------------|
 OP1028| PID    Reference Object                     Distance      Geod. Az  |
 OP1028|                                                           dddmmss.s |
 OP1028| CI7059 RINGSTED RM 1                        18.316 METERS 00740     |
 OP1028| OP1027 RINGSTED RM 2                        12.749 METERS 08526     |
 OP1028| CI7058 RINGSTED AZ MK                                     2995320.0 |
 OP1028|---------------------------------------------------------------------|
 OP1028
 OP1028                          SUPERSEDED SURVEY CONTROL
 OP1028
 OP1028  NAD 83(1996)-  43 17 45.57677(N)    094 30 33.16566(W) AD(       ) 2
 OP1028  NAD 83(1986)-  43 17 45.56981(N)    094 30 33.15591(W) AD(       ) 2
 OP1028  NAD 27      -  43 17 45.70934(N)    094 30 32.24103(W) AD(       ) 2
 OP1028  NGVD 29 (07/19/86)  387.6    (m)         1272.     (f) VERT ANG       
 OP1028
 OP1028.Superseded values are not recommended for survey control.
 OP1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1028.See file dsdata.txt to determine how the superseded data were derived.
 OP1028
 OP1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH7757894791(NAD 83)
 OP1028_MARKER: DS = TRIANGULATION STATION DISK
 OP1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1028_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP1028
 OP1028  HISTORY     - Date     Condition        Report By
 OP1028  HISTORY     - 1971     MONUMENTED       NGS
 OP1028
 OP1028                          STATION DESCRIPTION
 OP1028
 OP1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1028'THE STATION IS LOCATED IN THE TOWN OF RINGSTED, ADJACENT
 OP1028'TO THE TOWN PARK, ON TOWN PROPERTY, AT THE SITE OF THE ABANDONED
 OP1028'AMERICAN LEGION BUILDING.
 OP1028'
 OP1028'TO REACH THE STATION FROM THE POST OFFICE AT THE MAIN INTERSECTION
 OP1028'IN TOWN, GO NORTHEAST ON THE MAIN STREET FOR 0.1 MILE TO
 OP1028'A CROSS-STREET.  TURN LEFT AND GO NORTHWEST ON A PAVED STREET
 OP1028'FOR 125 FEET TO THE STATION ON THE LEFT.
 OP1028'
 OP1028'THE STATION MARKS ARE STANDARD DISKS STAMPED RINGSTED 1971.
 OP1028'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP1028'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS
 OP1028'80.5 FEET WEST OF A WORLD WAR 1 MEMORIAL OBELISK, 42.7 FEET
 OP1028'SOUTHWEST OF THE CURB AND SIDEWALK, 28.0 FEET SOUTH-SOUTHWEST
 OP1028'OF A POWER POLE, 25 FEET SOUTHWEST OF A 14-INCH TREE, AND
 OP1028'23.7 FEET NORTH-NORTHWEST OF THE NORTH CORNER OF THE LEGION
 OP1028'BUILDING.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 OP1028'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE SURFACE.
 OP1028'
 OP1028'REFERENCE MARK 1, A STANDARD DISK STAMPED RINGSTED NO 1
 OP1028'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP1028'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 83.0 FEET
 OP1028'NORTH OF THE NORTH CORNER OF THE LEGION BUILDING, 24 FEET
 OP1028'SOUTHEAST OF A 30-INCH TREE, AND 3.7 FEET SOUTHWEST OF THE
 OP1028'CURB AND SIDEWALK.
 OP1028'
 OP1028'REFERENCE MARK 2, A STANDARD DISK STAMPED RINGSTED NO 2
 OP1028'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP1028'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 45.7 FEET
 OP1028'NORTHEAST OF THE NORTH CORNER OF THE LEGION BUILDING, 20.5
 OP1028'FEET SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 22 FEET
 OP1028'EAST-SOUTHEAST OF THE 14-INCH TREE, AND 3.2 FEET SOUTHWEST
 OP1028'OF THE CURB AND SIDEWALK.
 OP1028'
 OP1028'THE AZIMUTH MARK, A STANDARD DISK STAMPED RINGSTED 1971,
 OP1028'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP1028'WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 24 FEET NORTHEAST
 OP1028'OF THE CENTER OF THE PAVED ROAD, 2.2 FEET SOUTHEAST OF A
 OP1028'TELEPHONE POLE, 2 FEET LOWER THAN THE ROAD AND 1.4 FEET
 OP1028'SOUTHEAST OF A METAL WITNESS POST.
 OP1028'
 OP1028'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE, GO NORTHWEST
 OP1028'ON A PAVED STREET FOR 0.1 MILE TO A T-INTERSECTION.  TURN
 OP1028'LEFT AND GO SOUTHWEST ON A PAVED STREET FOR 0.1 MILE TO
 OP1028'A T-INTERSECTION.  TURN RIGHT AND GO NORTHWEST ON A PAVED,
 OP1028'THEN DIRT ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.  (THIS
 OP1028'IS 0.1 MILE BEFORE REACHING ANOTHER T-INTERSECTION)
 OP1028'
 OP1028'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1025 ***********************************************************************
 OP1025  DESIGNATION -  RINGSTED MUNICIPAL TANK
 OP1025  PID         -  OP1025
 OP1025  STATE/COUNTY-  IA/EMMET
 OP1025  USGS QUAD   -  RINGSTED (1980)
 OP1025
 OP1025                         *CURRENT SURVEY CONTROL
 OP1025  ___________________________________________________________________
 OP1025* NAD 83(1996)-  43 17 45.73963(N)    094 30 36.50269(W)     ADJUSTED  
 OP1025* NAVD 88     -                                                        
 OP1025  ___________________________________________________________________
 OP1025  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 OP1025  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 OP1025
 OP1025  HORZ ORDER  -  THIRD
 OP1025
 OP1025.The horizontal coordinates were established by classical geodetic methods
 OP1025.and adjusted by the National Geodetic Survey in May 1999..
 OP1025
 OP1025
 OP1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1025
 OP1025.The geoid height was determined by GEOID03.
 OP1025
 OP1025;                    North         East     Units Scale Factor Converg.
 OP1025;SPC IA N     - 1,199,994.961 1,418,030.277   MT  1.00000550   -0 41 04.6
 OP1025;UTM  15      - 4,794,797.438   377,502.722   MT  0.99978459   -1 02 08.6
 OP1025
 OP1025                          SUPERSEDED SURVEY CONTROL
 OP1025
 OP1025  NAD 83(1996)-  43 17 45.73961(N)    094 30 36.50268(W) AD(       ) 4
 OP1025  NAD 83(1986)-  43 17 45.73308(N)    094 30 36.49274(W) AD(       ) 4
 OP1025  NAD 27      -  43 17 45.87500(N)    094 30 35.56000(W) AD(       ) 3
 OP1025
 OP1025.Superseded values are not recommended for survey control.
 OP1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1025.See file dsdata.txt to determine how the superseded data were derived.
 OP1025
 OP1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH7750394797(NAD 83)
 OP1025_MARKER: 53 = ELEVATED TANK
 OP1025
 OP1025  HISTORY     - Date     Condition        Report By
 OP1025  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP1025  HISTORY     - 1971     GOOD             NGS
 OP1025  HISTORY     - 1981     GOOD             MNDT
 OP1025
 OP1025                          STATION DESCRIPTION
 OP1025
 OP1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1025'THIS INTERSECTION STATION IS THE CENTER OF THE RINSTED MUNICIPAL
 OP1025'WATER TANK, LOCATED ON LOTS 1 AND 2 OF BLOCK 2, IN THE CENTRAL
 OP1025'PART OF THE TOWN OF RINGSTED.  IT IS AT THE E CORNER OF THE
 OP1025'INTERSECTION OF ELM AND FIRST STREETS.  THE TANK IS SUPPORTED
 OP1025'BY 4 STEEL LEGS AND HAS A 5-FOOT STAND PIPE EXTENDING FROM
 OP1025'ITS BASE TO THE GROUND.  THE TANK IS CYLINDRICAL WITH OVAL BASE
 OP1025'AND CONICAL TOP.  THE TANK AND FRAMEWORK ARE PAINTED BLACK.
 OP1025'RINGSTED IS PAINTED ON THE SE FACE OF THE TANK IN 3-FOOT
 OP1025'WHITE LETTERS.  THE TOP OF THE TANK IS ABOUT 145 FEET ABOVE
 OP1025'THE GROUND AND IS QUITE PROMINENT FROM THE SURROUNDING
 OP1025'COUNTRY.  THE TANK WAS BUILT IN 1934.  THERE IS A 10-INCH BALL
 OP1025'AT THE APEX OF THE TOP.
 OP1025
 OP1025                          STATION RECOVERY (1971)
 OP1025
 OP1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1025'THE RINGSTED MUNICIPAL WATER TANK WAS RECOVERED IN GOOD CONDITION.
 OP1025'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.
 OP1025'
 OP1025'THE TANK IS LOCATED AT THE WEST EDGE OF TOWN, AT THE WATER
 OP1025'WORKS, 125 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 OP1025'TOWN PARK.
 OP1025'
 OP1025'TO REACH FROM THE POST OFFICE, GO SOUTHWEST ON A PAVED STREET
 OP1025'FOR 0.05 MILE TO THE TANK ON THE RIGHT.
 OP1025'
 OP1025'THE TANK IS PAINTED SILVER, A RED CONICAL ROOF, 4 CHANNEL-LACED
 OP1025'LEGS, LEGEND RINGSTED ON THE SIDE, AND A BALL AT THE APEX.
 OP1025'THE TANK IS CLOSER TO 100 FEET HIGH, RATHER THAN 145 FEET
 OP1025'HIGH, AS PREVIOUSLY DESCRIBED.
 OP1025'
 OP1025'THE POINT INTERSECTED WAS THE BALL ON TOP.
 OP1025'
 OP1025'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN RINGSTED
 OP1025
 OP1025                          STATION RECOVERY (1981)
 OP1025
 OP1025'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (DKH)
 OP1025'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1934.
 OP1025'
 OP1025'THE TANK WAS OBSERVED FROM STATION PITCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1027 ***********************************************************************
 OP1027  DESIGNATION -  RINGSTED RM 2
 OP1027  PID         -  OP1027
 OP1027  STATE/COUNTY-  IA/EMMET
 OP1027  USGS QUAD   -  RINGSTED (1980)
 OP1027
 OP1027                         *CURRENT SURVEY CONTROL
 OP1027  ___________________________________________________________________
 OP1027* NAD 83(1996)-  43 17 45.60965(N)    094 30 32.60188(W)     ADJUSTED  
 OP1027* NAVD 88     -       387.4    (meters)    1271.     (feet)  VERTCON   
 OP1027  ___________________________________________________________________
 OP1027  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 OP1027  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 OP1027
 OP1027  HORZ ORDER  -  SECOND
 OP1027
 OP1027.The horizontal coordinates were established by classical geodetic methods
 OP1027.and adjusted by the National Geodetic Survey in May 1999..
 OP1027
 OP1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1027
 OP1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1027
 OP1027.The geoid height was determined by GEOID03.
 OP1027
 OP1027;                    North         East     Units Scale Factor Converg.
 OP1027;SPC IA N     - 1,199,989.900 1,418,118.152   MT  1.00000549   -0 41 02.0
 OP1027;UTM  15      - 4,794,791.840   377,590.546   MT  0.99978432   -1 02 06.0
 OP1027
 OP1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1027!SPC IA N     -   0.99994372  x   1.00000549  =   0.99994921
 OP1027!UTM  15      -   0.99994372  x   0.99978432  =   0.99972805
 OP1027
 OP1027:                Primary Azimuth Mark                     Grid Az
 OP1027:SPC IA N     -  FENTON MUN TANK                          143 08 21.8
 OP1027:UTM  15      -  FENTON MUN TANK                          143 29 25.8
 OP1027
 OP1027|---------------------------------------------------------------------|
 OP1027| PID    Reference Object                     Distance      Geod. Az  |
 OP1027|                                                           dddmmss.s |
 OP1027| OP1020 FENTON MUN TANK                     APPROX.11.0 KM 1422719.8 |
 OP1027| OP1028 RINGSTED                             12.749 METERS 26526     |
 OP1027|---------------------------------------------------------------------|
 OP1027
 OP1027                          SUPERSEDED SURVEY CONTROL
 OP1027
 OP1027  NAD 83(1996)-  43 17 45.60963(N)    094 30 32.60186(W) AD(       ) 2
 OP1027  NAD 83(1986)-  43 17 45.60266(N)    094 30 32.59215(W) AD(       ) 2
 OP1027  NAD 27      -  43 17 45.74219(N)    094 30 31.67740(W) AD(       ) 2
 OP1027  NGVD 29 (07/19/86)  387.3    (m)         1271.     (f) VERT ANG       
 OP1027
 OP1027.Superseded values are not recommended for survey control.
 OP1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1027.See file dsdata.txt to determine how the superseded data were derived.
 OP1027
 OP1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH7759194792(NAD 83)
 OP1027_MARKER: DR = REFERENCE MARK DISK
 OP1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1027+STABILITY: SURFACE MOTION
 OP1027
 OP1027  HISTORY     - Date     Condition        Report By
 OP1027  HISTORY     - 1971     MONUMENTED       NGS
 OP1027
 OP1027                          STATION DESCRIPTION
 OP1027
 OP1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1027'THE STATION IS LOCATED IN THE TOWN OF RINGSTED, ADJACENT
 OP1027'TO THE TOWN PARK, ON TOWN PROPERTY, AT THE SITE OF THE ABANDONED
 OP1027'AMERICAN LEGION BUILDING.
 OP1027'
 OP1027'TO REACH THE STATION FROM THE POST OFFICE AT THE MAIN INTERSECTION
 OP1027'IN TOWN, GO NORTHEAST ON THE MAIN STREET FOR 0.1 MILE TO
 OP1027'A CROSS-STREET.  TURN LEFT AND GO NORTHWEST ON A PAVED STREET
 OP1027'FOR 125 FEET TO THE STATION ON THE LEFT, IN A LAWN.
 OP1027'
 OP1027'THE STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED
 OP1027'RINGSTED NO 2 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP1027'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS
 OP1027'45.7 FEET NORTHEAST OF THE NORTH CORNER OF THE LEGION BUILDING,
 OP1027'20.5 FEET SOUTHWEST OF THE CENTER OF A PAVED STREET, 22
 OP1027'FEET EAST-SOUTHEAST OF A 14-INCH TREE, AND 3.2 FEET SOUTHWEST
 OP1027'OF A CURB AND SIDEWALK.
 OP1027'
 OP1027'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1026 ***********************************************************************
 OP1026  DESIGNATION -  RINGSTED ST PAUL LUTH CH SPIRE
 OP1026  PID         -  OP1026
 OP1026  STATE/COUNTY-  IA/EMMET
 OP1026  USGS QUAD   -  RINGSTED (1980)
 OP1026
 OP1026                         *CURRENT SURVEY CONTROL
 OP1026  ___________________________________________________________________
 OP1026* NAD 83(1996)-  43 17 39.20455(N)    094 30 41.20408(W)     ADJUSTED  
 OP1026* NAVD 88     -                                                        
 OP1026  ___________________________________________________________________
 OP1026  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 OP1026  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 OP1026
 OP1026  HORZ ORDER  -  THIRD
 OP1026
 OP1026.The horizontal coordinates were established by classical geodetic methods
 OP1026.and adjusted by the National Geodetic Survey in May 1999..
 OP1026
 OP1026
 OP1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1026
 OP1026.The geoid height was determined by GEOID03.
 OP1026
 OP1026;                    North         East     Units Scale Factor Converg.
 OP1026;SPC IA N     - 1,199,794.564 1,417,921.896   MT  1.00000515   -0 41 07.8
 OP1026;UTM  15      - 4,794,597.754   377,393.140   MT  0.99978492   -1 02 11.7
 OP1026
 OP1026                          SUPERSEDED SURVEY CONTROL
 OP1026
 OP1026  NAD 83(1996)-  43 17 39.20454(N)    094 30 41.20407(W) AD(       ) 4
 OP1026  NAD 83(1986)-  43 17 39.19894(N)    094 30 41.19323(W) AD(       ) 4
 OP1026  NAD 27      -  43 17 39.35000(N)    094 30 40.24000(W) AD(       ) 3
 OP1026
 OP1026.Superseded values are not recommended for survey control.
 OP1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1026.See file dsdata.txt to determine how the superseded data were derived.
 OP1026
 OP1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH7739394598(NAD 83)
 OP1026_MARKER: 90 = CHURCH SPIRE
 OP1026
 OP1026  HISTORY     - Date     Condition        Report By
 OP1026  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP1026
 OP1026                          STATION DESCRIPTION
 OP1026
 OP1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1026'THIS INTERSECTION STATION IS THE CENTER OF THE SPIRE OF ST.
 OP1026'PAULS LUTHERAN CHURCH OF RINGSTED.  THE CHURCH IS SE OF MAPLE
 OP1026'STREET AND BETWEEN SECOND AND THIRD STREETS.  THE SPIRE IS
 OP1026'ABOUT 150 FEET SW OF SECOND STREET AND ABOUT 50 FEET SE OF THE
 OP1026'CENTER LINE OF MAPLE STREET.
 OP1026'
 OP1026'THE SPIRE IS FOUR-SIDED, ZINC COVERED, AND HAS A 10-INCH
 OP1026'GOLD BALL AT ITS PEAK.  OVER THE BALL THERE IS A GOLD CROSS.
 OP1026'THERE ARE 6-INCH GOLD BALLS AT THE INTERSECTION AND ENDS OF THE
 OP1026'CROSS.
 OP1026'
 OP1026'THE SPIRE IS CENTERED OVER THE ENTRANCE TO THE CHURCH, WHICH
 OP1026'IS LOCATED IN THE CENTER OF THE NW END OF THE BUILDING.
 OP1026'THE CHURCH IS PAINTED A LIGHT GREY.  THE BELFRY IS PAINTED WHITE.
 OP1026'THE TOP OF THE BELFRY, WHICH IS SQUARE IN CROSS SECTION, IS
 OP1026'ABOUT 10 FEET HIGHER THAN THE PEAK OF THE CHURCH ROOF.  THE SPIRE
 OP1026'EXTENDS 30 FEET ABOVE THE BELFRY.  THE CONERSTONE OF THE CHURCH
 OP1026'IS DATED 1900 AND 1911.  THE SPIRE IS THE HIGHEST IN RINGSTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1068 ***********************************************************************
 MJ1068  DESIGNATION -  RIPPEY MUNICIPAL TANK
 MJ1068  PID         -  MJ1068
 MJ1068  STATE/COUNTY-  IA/GREENE
 MJ1068  USGS QUAD   -  RIPPEY (1982)
 MJ1068
 MJ1068                         *CURRENT SURVEY CONTROL
 MJ1068  ___________________________________________________________________
 MJ1068* NAD 83(1996)-  41 55 55.97464(N)    094 12 05.86832(W)     ADJUSTED  
 MJ1068* NAVD 88     -                                                        
 MJ1068  ___________________________________________________________________
 MJ1068  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 MJ1068  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 MJ1068
 MJ1068  HORZ ORDER  -  THIRD
 MJ1068
 MJ1068.The horizontal coordinates were established by classical geodetic methods
 MJ1068.and adjusted by the National Geodetic Survey in May 1999..
 MJ1068
 MJ1068
 MJ1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1068
 MJ1068.The geoid height was determined by GEOID03.
 MJ1068
 MJ1068;                    North         East     Units Scale Factor Converg.
 MJ1068;SPC IA N     - 1,048,250.718 1,441,806.850   MT  1.00002712   -0 28 31.9
 MJ1068;SPC IA S     -   214,814.321   441,806.655   MT  1.00002983   -0 27 43.8
 MJ1068;UTM  15      - 4,642,948.348   400,377.514   MT  0.99972212   -0 48 11.0
 MJ1068
 MJ1068                          SUPERSEDED SURVEY CONTROL
 MJ1068
 MJ1068  NAD 83(1986)-  41 55 55.96955(N)    094 12 05.87265(W) AD(       ) 4
 MJ1068  NAD 27      -  41 55 56.02000(N)    094 12 05.01000(W) AD(       ) 3
 MJ1068
 MJ1068.Superseded values are not recommended for survey control.
 MJ1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1068.See file dsdata.txt to determine how the superseded data were derived.
 MJ1068
 MJ1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG0037842948(NAD 83)
 MJ1068_MARKER: 51 = TANK
 MJ1068
 MJ1068  HISTORY     - Date     Condition        Report By
 MJ1068  HISTORY     - 1930     FIRST OBSERVED   CGS
 MJ1068  HISTORY     - 1957     GOOD             CGS
 MJ1068
 MJ1068                          STATION DESCRIPTION
 MJ1068
 MJ1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MJ1068'THE TANK IS LOCATED IN THE SOUTHWEST PART OF THE SMALL TOWN OF
 MJ1068'RIPPEY, 3 BLOCK WEST OF THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9310 ***********************************************************************
 AE9310  CBN         -  This is a Cooperative Base Network Control Station.
 AE9310  DESIGNATION -  RISL A
 AE9310  PID         -  AE9310
 AE9310  STATE/COUNTY-  IA/CLINTON
 AE9310  USGS QUAD   -  SAVANNA (1990)
 AE9310
 AE9310                         *CURRENT SURVEY CONTROL
 AE9310  ___________________________________________________________________
 AE9310* NAD 83(1996)-  42 00 42.87551(N)    090 13 28.52364(W)     ADJUSTED  
 AE9310* NAVD 88     -       243.062  (meters)     797.45   (feet)  ADJUSTED  
 AE9310  ___________________________________________________________________
 AE9310  X           -     -18,604.538 (meters)                     COMP
 AE9310  Y           -  -4,746,233.292 (meters)                     COMP
 AE9310  Z           -   4,246,727.404 (meters)                     COMP
 AE9310  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AE9310  ELLIP HEIGHT-         210.04  (meters)          (07/28/03) GPS OBS
 AE9310  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AE9310  DYNAMIC HT  -         242.977 (meters)     797.17  (feet)  COMP
 AE9310  MODELED GRAV-     980,267.1   (mgal)                       NAVD 88
 AE9310
 AE9310  HORZ ORDER  -  A
 AE9310  VERT ORDER  -  FIRST     CLASS II
 AE9310  ELLP ORDER  -  FOURTH    CLASS I
 AE9310
 AE9310.This is a reference station for the ROCK ISLAND 1
 AE9310.National Continuously Operating Reference Station (RIS1).
 AE9310
 AE9310.The horizontal coordinates were established by GPS observations
 AE9310.and adjusted by the National Geodetic Survey in July 2003..
 AE9310
 AE9310.The orthometric height was determined by differential leveling
 AE9310.and adjusted by the National Geodetic Survey in July 2002..
 AE9310
 AE9310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9310
 AE9310.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9310
 AE9310.The ellipsoidal height was determined by GPS observations
 AE9310.and is referenced to NAD 83.
 AE9310
 AE9310.The geoid height was determined by GEOID03.
 AE9310
 AE9310.The dynamic height is computed by dividing the NAVD 88
 AE9310.geopotential number by the normal gravity value computed on the
 AE9310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9310.degrees latitude (g = 980.6199 gals.).
 AE9310
 AE9310.The modeled gravity was interpolated from observed gravity values.
 AE9310
 AE9310;                    North         East     Units Scale Factor Converg.
 AE9310;SPC IA S     -   228,539.888   771,268.680   MT  1.00004860   +2 09 27.1
 AE9310;UTM  15      - 4,654,825.506   729,819.509   MT  1.00024995   +1 51 30.1
 AE9310
 AE9310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9310!SPC IA S     -   0.99996706  x   1.00004860  =   1.00001566
 AE9310!UTM  15      -   0.99996706  x   1.00024995  =   1.00021700
 AE9310
 AE9310                          SUPERSEDED SURVEY CONTROL
 AE9310
 AE9310  NAVD 88 (07/28/03)  243.06   (m)          797.4    (f) LEVELING    3  
 AE9310
 AE9310.Superseded values are not recommended for survey control.
 AE9310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9310.See file dsdata.txt to determine how the superseded data were derived.
 AE9310
 AE9310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG2982054826(NAD 83)
 AE9310_MARKER: I = METAL ROD
 AE9310_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9310_STAMPING: RISL A 1997
 AE9310_MARK LOGO: NGS   
 AE9310_PROJECTION: FLUSH
 AE9310_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9310+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 AE9310_ROD/PIPE-DEPTH: 8.40 meters
 AE9310_SLEEVE-DEPTH  : 0.90 meters
 AE9310
 AE9310  HISTORY     - Date     Condition        Report By
 AE9310  HISTORY     - 1997     MONUMENTED       NGS
 AE9310  HISTORY     - 20010331 GOOD             NGS
 AE9310  HISTORY     - 20021219 GOOD             NGS
 AE9310  HISTORY     - 20030205 GOOD             NGS
 AE9310
 AE9310                          STATION DESCRIPTION
 AE9310
 AE9310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9310'2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 AE9310'IN SABULA, THENCE 3.5 KM (2.15 MI) SOUTHERLY ALONG U.S.  HIGHWAY 67,
 AE9310'THENCE 3.0 KM (1.85 MI) WESTERLY ALONG 1ST STREET, THENCE 2.5 KM (1.55
 AE9310'MI) SOUTHERLY ALONG 445TH AVENUE, THENCE 0.7 KM (0.45 MI) EASTERLY
 AE9310'ALONG 115TH STREET, 19.0 M (62.3 FT) NORTH OF THE STREET CENTER, 8.4 M
 AE9310'(27.6 FT) NORTHEAST OF THE SOUTHEAST GUY CABLE ANCHOR FOR A TOWER, 7.7
 AE9310'M (25.3 FT) NORTH OF A FENCE, 0.9 M (3.0 FT) WEST OF A WITNESS POST
 AE9310'AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
 AE9310'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE9310'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE9310
 AE9310                          STATION RECOVERY (2001)
 AE9310
 AE9310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AE9310'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AE9310
 AE9310                          STATION RECOVERY (2002)
 AE9310
 AE9310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CFP)
 AE9310'MARK IS LOCATED ACCROSS THE ROAD FORM DIRVEWAY ENTERENCE TO HOUSE 4475
 AE9310' 
 AE9310
 AE9310                          STATION RECOVERY (2003)
 AE9310
 AE9310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 AE9310'RECOVERED AS DESCRIBED.
 AE9310'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9311 ***********************************************************************
 AE9311  CBN         -  This is a Cooperative Base Network Control Station.
 AE9311  DESIGNATION -  RISL B
 AE9311  PID         -  AE9311
 AE9311  STATE/COUNTY-  IA/CLINTON
 AE9311  USGS QUAD   -  SAVANNA (1990)
 AE9311
 AE9311                         *CURRENT SURVEY CONTROL
 AE9311  ___________________________________________________________________
 AE9311* NAD 83(1996)-  42 00 41.99955(N)    090 13 49.96256(W)     ADJUSTED  
 AE9311* NAVD 88     -       241.483  (meters)     792.27   (feet)  ADJUSTED  
 AE9311  ___________________________________________________________________
 AE9311  X           -     -19,097.924 (meters)                     COMP
 AE9311  Y           -  -4,746,248.255 (meters)                     COMP
 AE9311  Z           -   4,246,706.271 (meters)                     COMP
 AE9311  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AE9311  ELLIP HEIGHT-         208.47  (meters)          (07/28/03) GPS OBS
 AE9311  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AE9311  DYNAMIC HT  -         241.398 (meters)     791.99  (feet)  COMP
 AE9311  MODELED GRAV-     980,266.7   (mgal)                       NAVD 88
 AE9311
 AE9311  HORZ ORDER  -  A
 AE9311  VERT ORDER  -  FIRST     CLASS II
 AE9311  ELLP ORDER  -  FOURTH    CLASS I
 AE9311
 AE9311.This is a reference station for the ROCK ISLAND 1
 AE9311.National Continuously Operating Reference Station (RIS1).
 AE9311
 AE9311.The horizontal coordinates were established by GPS observations
 AE9311.and adjusted by the National Geodetic Survey in July 2003..
 AE9311
 AE9311.The orthometric height was determined by differential leveling
 AE9311.and adjusted by the National Geodetic Survey in July 2002..
 AE9311
 AE9311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9311
 AE9311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9311
 AE9311.The ellipsoidal height was determined by GPS observations
 AE9311.and is referenced to NAD 83.
 AE9311
 AE9311.The geoid height was determined by GEOID03.
 AE9311
 AE9311.The dynamic height is computed by dividing the NAVD 88
 AE9311.geopotential number by the normal gravity value computed on the
 AE9311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9311.degrees latitude (g = 980.6199 gals.).
 AE9311
 AE9311.The modeled gravity was interpolated from observed gravity values.
 AE9311
 AE9311;                    North         East     Units Scale Factor Converg.
 AE9311;SPC IA S     -   228,494.323   770,776.716   MT  1.00004854   +2 09 12.9
 AE9311;UTM  15      - 4,654,782.502   729,327.215   MT  1.00024717   +1 51 15.7
 AE9311
 AE9311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9311!SPC IA S     -   0.99996730  x   1.00004854  =   1.00001584
 AE9311!UTM  15      -   0.99996730  x   1.00024717  =   1.00021447
 AE9311
 AE9311                          SUPERSEDED SURVEY CONTROL
 AE9311
 AE9311  NAVD 88 (07/28/03)  241.48   (m)          792.3    (f) LEVELING    3  
 AE9311
 AE9311.Superseded values are not recommended for survey control.
 AE9311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9311.See file dsdata.txt to determine how the superseded data were derived.
 AE9311
 AE9311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG2932754783(NAD 83)
 AE9311_MARKER: I = METAL ROD
 AE9311_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9311_STAMPING: RISL B 1997
 AE9311_MARK LOGO: NGS   
 AE9311_PROJECTION: FLUSH
 AE9311_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9311+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 AE9311_ROD/PIPE-DEPTH: 9.80 meters
 AE9311_SLEEVE-DEPTH  : 0.90 meters
 AE9311
 AE9311  HISTORY     - Date     Condition        Report By
 AE9311  HISTORY     - 1997     MONUMENTED       NGS
 AE9311  HISTORY     - 20010331 GOOD             NGS
 AE9311  HISTORY     - 20021219 GOOD             NGS
 AE9311  HISTORY     - 20030205 GOOD             NGS
 AE9311
 AE9311                          STATION DESCRIPTION
 AE9311
 AE9311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9311'2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 AE9311'IN SABULA, THENCE 3.5 KM (2.15 MI) SOUTHERLY ALONG U.S.  HIGHWAY 67,
 AE9311'THENCE 3.0 KM (1.85 MI) WESTERLY ALONG 1ST STREET, THENCE 2.5 KM (1.55
 AE9311'MI) SOUTHERLY ALONG 445TH AVENUE, THENCE 0.2 KM (0.10 MI) EASERLY
 AE9311'ALONG 115TH STREET, 8.4 M (27.6 FT) SOUTH OF THE STREET CENTER, 6.6 M
 AE9311'(21.7 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING TO HOUSE NUMBER
 AE9311'4453, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE STREET, AND 0.7 M (2.3 FT)
 AE9311'NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AE9311'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE9311'SPECIFICATIONS FOR A CLASS A MARK.
 AE9311
 AE9311                          STATION RECOVERY (2001)
 AE9311
 AE9311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AE9311'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AE9311
 AE9311                          STATION RECOVERY (2002)
 AE9311
 AE9311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CFP)
 AE9311'RECOVERED IN GOOD CONDITION.
 AE9311
 AE9311                          STATION RECOVERY (2003)
 AE9311
 AE9311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 AE9311'RECOVERED AS DESCRIBED.
 AE9311'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0597 ***********************************************************************
 NL0597  DESIGNATION -  RIVER
 NL0597  PID         -  NL0597
 NL0597  STATE/COUNTY-  IA/SAC
 NL0597  USGS QUAD   -  EARLY (1980)
 NL0597
 NL0597                         *CURRENT SURVEY CONTROL
 NL0597  ___________________________________________________________________
 NL0597* NAD 83(1996)-  42 28 28.18951(N)    095 12 20.33432(W)     ADJUSTED  
 NL0597* NAVD 88     -       419.     (meters)    1375.     (feet)  SCALED    
 NL0597  ___________________________________________________________________
 NL0597  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 NL0597  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 NL0597
 NL0597  HORZ ORDER  -  THIRD
 NL0597
 NL0597.The horizontal coordinates were established by classical geodetic methods
 NL0597.and adjusted by the National Geodetic Survey in May 1999..
 NL0597
 NL0597.The orthometric height was scaled from a topographic map.
 NL0597
 NL0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0597
 NL0597.The geoid height was determined by GEOID03.
 NL0597
 NL0597;                    North         East     Units Scale Factor Converg.
 NL0597;SPC IA N     - 1,109,658.116 1,359,756.808   MT  0.99995102   -1 09 21.6
 NL0597;UTM  15      - 4,704,818.411   318,692.748   MT  1.00000446   -1 29 23.3
 NL0597
 NL0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0597!SPC IA N     -   0.99993874  x   0.99995102  =   0.99988977
 NL0597!UTM  15      -   0.99993874  x   1.00000446  =   0.99994320
 NL0597
 NL0597:                Primary Azimuth Mark                     Grid Az
 NL0597:SPC IA N     -  RIVER AZ MK                              088 10 39.7
 NL0597:UTM  15      -  RIVER AZ MK                              088 30 41.4
 NL0597
 NL0597|---------------------------------------------------------------------|
 NL0597| PID    Reference Object                     Distance      Geod. Az  |
 NL0597|                                                           dddmmss.s |
 NL0597| CO3600 RIVER AZ MK                                        0870118.1 |
 NL0597| NL0596 EARLY MUNICIPAL TANK                APPROX. 4.6 KM 1024006.8 |
 NL0597| CO3601 RIVER RM 1                            9.624 METERS 17112     |
 NL0597| CO3602 RIVER RM 2                           13.340 METERS 26905     |
 NL0597|---------------------------------------------------------------------|
 NL0597
 NL0597                          SUPERSEDED SURVEY CONTROL
 NL0597
 NL0597  NAD 83(1996)-  42 28 28.18977(N)    095 12 20.33418(W) AD(       ) 3
 NL0597  NAD 83(1986)-  42 28 28.18929(N)    095 12 20.33428(W) AD(       ) 3
 NL0597  NAD 27      -  42 28 28.25400(N)    095 12 19.35400(W) AD(       ) 3
 NL0597
 NL0597.Superseded values are not recommended for survey control.
 NL0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0597.See file dsdata.txt to determine how the superseded data were derived.
 NL0597
 NL0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1869304818(NAD 83)
 NL0597_MARKER: DS = TRIANGULATION STATION DISK
 NL0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0597
 NL0597  HISTORY     - Date     Condition        Report By
 NL0597  HISTORY     - 1950     MONUMENTED       CGS
 NL0597  HISTORY     - 1963     GOOD             CGS
 NL0597
 NL0597                          STATION DESCRIPTION
 NL0597
 NL0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0597'STATION IS LOCATED ABOUT 3 MILES WEST NORTHWEST OF EARLY AND 1
 NL0597'MILE WEST OF THE BOYER RIVER ON THE RIGHT OF WAY OF U.S. HIGHWAY
 NL0597'20.  STATION IS 59 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 37
 NL0597'FEET WEST OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD, 9 FEET
 NL0597'EAST NORTHEAST OF TELEPHONE POLE, 8 FEET EAST NORTHEAST OF
 NL0597'WITNESS POST AND 4 FEET NORTHWEST OF FENCE CORNER.  THE MARK
 NL0597'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RIVER 1950.
 NL0597'
 NL0597'REFERENCE MARK NO. 1 IS 31 FEET WEST OF THE APPROXIMATE CENTERLINE
 NL0597'OF GRAVEL ROAD AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS
 NL0597'ABOUT 4 INCHES AND THE DISK IS STAMPED RIVER NO 1 1950.
 NL0597'
 NL0597'REFERENCE MARK NO. 2 IS 59 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 NL0597'AND 2 FEET NORTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 NL0597'AND THE DISK IS STAMPED RIVER NO 2 1950.
 NL0597'
 NL0597'AZIMUTH MARK IS 59 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 1.5
 NL0597'FEET WEST OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.  THE MARK
 NL0597'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RIVER 1950.
 NL0597'
 NL0597'TO REACH FROM THE POST OFFICE IN EARLY GO NORTH ON THE MAIN
 NL0597'STREET FOR 0.05 MILE TO CROSS STREET.  TURN RIGHT AND GO EAST
 NL0597'FOR 0.15 MILE TO U.S. HIGHWAY 20 AND 71.  TURN LEFT AND GO
 NL0597'NORTH ON HIGHWAY FOR 0.8 MILE TO THE JUNCTION OF THE TWO HIGHWAYS.
 NL0597'TURN LEFT AND GO WEST ON U.S. HIGHWAY 20 FOR 2.6 MILES TO
 NL0597'AZIMUTH MARK ON RIGHT OR NORTH SIDE OF HIGHWAY AS DESCRIBED.
 NL0597'CONTINUE WEST FOR 0.4 MILE TO T ROAD LEFT AND STATION ON LEFT
 NL0597'OR SOUTH SIDE OF HIGHWAY AS DESCRIBED.
 NL0597'
 NL0597'A 100 FOOT SIGNAL AT STATION EARLY IS V.G.
 NL0597'
 NL0597'AN 87 FOOT SIGNAL AT STATION NEMAHA IS V.G.
 NL0597'
 NL0597'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0597
 NL0597                          STATION RECOVERY (1963)
 NL0597
 NL0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 NL0597'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NL0597'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.  NEW STEEL
 NL0597'WITNESS POSTS WERE PLACED NEAR THE STATION AND THE AZIMUTH MARKS.
 NL0597'THE STATION MARK IS 1 FOOT NORTH OF A STEEL WITNESS POST WITH A
 NL0597'SIGN AND THE AZIMUTH MARK IS 1 FOOT SOUTH OF A NEW STEEL WITNESS
 NL0597'POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0822 ***********************************************************************
 MG0822  DESIGNATION -  RIVERSIDE MUN WATER TANK
 MG0822  PID         -  MG0822
 MG0822  STATE/COUNTY-  IA/WASHINGTON
 MG0822  USGS QUAD   -  RIVERSIDE (1983)
 MG0822
 MG0822                         *CURRENT SURVEY CONTROL
 MG0822  ___________________________________________________________________
 MG0822* NAD 83(1996)-  41 29 02.46903(N)    091 34 46.91860(W)     ADJUSTED  
 MG0822* NAVD 88     -                                                        
 MG0822  ___________________________________________________________________
 MG0822  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 MG0822  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 MG0822
 MG0822  HORZ ORDER  -  THIRD
 MG0822
 MG0822.The horizontal coordinates were established by classical geodetic methods
 MG0822.and adjusted by the National Geodetic Survey in May 1999..
 MG0822
 MG0822
 MG0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0822
 MG0822.The geoid height was determined by GEOID03.
 MG0822
 MG0822;                    North         East     Units Scale Factor Converg.
 MG0822;SPC IA S     -   166,570.209   660,357.782   MT  0.99996055   +1 15 53.7
 MG0822;UTM  15      - 4,593,463.664   618,572.854   MT  0.99977302   +0 56 27.4
 MG0822
 MG0822                          SUPERSEDED SURVEY CONTROL
 MG0822
 MG0822  NAD 83(1986)-  41 29 02.46902(N)    091 34 46.92658(W) AD(       ) 4
 MG0822  NAD 27      -  41 29 02.40117(N)    091 34 46.33343(W) AD(       ) 3
 MG0822
 MG0822.Superseded values are not recommended for survey control.
 MG0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0822.See file dsdata.txt to determine how the superseded data were derived.
 MG0822
 MG0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF1857393464(NAD 83)
 MG0822_MARKER: 53 = ELEVATED TANK
 MG0822
 MG0822  HISTORY     - Date     Condition        Report By
 MG0822  HISTORY     - 1968     FIRST OBSERVED   USGS
 MG0822
 MG0822                          STATION DESCRIPTION
 MG0822
 MG0822'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0822'THE STATION IS THE FINIAL ON THE MUNICIPAL WATER TANK IN THE
 MG0822'N. PORTION OF THE TOWN OF RIVERSIDE, TANK IS CYLINDRICAL, METAL
 MG0822'WITH CONICAL TOP ON 4 STEEL LEGS ABOUT 100 FT HIGH, INTERSECTED
 MG0822'FROM STATIONS HILLS, HILLS AZIMUTH MARK AND ENGLISH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0388 ***********************************************************************
 NL0388  DESIGNATION -  RM 1 GAGING STA
 NL0388  PID         -  NL0388
 NL0388  STATE/COUNTY-  IA/WOODBURY
 NL0388  USGS QUAD   -  CORRECTIONVILLE (1969)
 NL0388
 NL0388                         *CURRENT SURVEY CONTROL
 NL0388  ___________________________________________________________________
 NL0388* NAD 83(1986)-  42 28 09.     (N)    095 47 27.     (W)     SCALED    
 NL0388* NAVD 88     -       341.228  (meters)    1119.51   (feet)  ADJUSTED  
 NL0388  ___________________________________________________________________
 NL0388  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 NL0388  DYNAMIC HT  -         341.116 (meters)    1119.14  (feet)  COMP
 NL0388  MODELED GRAV-     980,282.9   (mgal)                       NAVD 88
 NL0388
 NL0388  VERT ORDER  -  SECOND    CLASS 0
 NL0388
 NL0388.The horizontal coordinates were scaled from a topographic map and have
 NL0388.an estimated accuracy of +/- 6 seconds.
 NL0388
 NL0388.The orthometric height was determined by differential leveling
 NL0388.and adjusted by the National Geodetic Survey in June 1991..
 NL0388
 NL0388.The geoid height was determined by GEOID03.
 NL0388
 NL0388.The dynamic height is computed by dividing the NAVD 88
 NL0388.geopotential number by the normal gravity value computed on the
 NL0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0388.degrees latitude (g = 980.6199 gals.).
 NL0388
 NL0388.The modeled gravity was interpolated from observed gravity values.
 NL0388
 NL0388;                    North         East    Units  Estimated Accuracy
 NL0388;SPC IA N     - 1,110,200.    1,311,640.      MT  (+/- 180 meters Scaled)
 NL0388
 NL0388                          SUPERSEDED SURVEY CONTROL
 NL0388
 NL0388  NGVD 29 (??/??/92)  341.099  (m)         1119.09   (f) ADJ UNCH    2 0
 NL0388
 NL0388.Superseded values are not recommended for survey control.
 NL0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0388.See file dsdata.txt to determine how the superseded data were derived.
 NL0388
 NL0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH705056(NAD 83)
 NL0388_MARKER: DD = SURVEY DISK
 NL0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0388_SP_SET: PIER
 NL0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0388
 NL0388  HISTORY     - Date     Condition        Report By
 NL0388  HISTORY     - UNK      MONUMENTED       USGS
 NL0388  HISTORY     - 1935     GOOD             NGS
 NL0388  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0388
 NL0388                          STATION DESCRIPTION
 NL0388
 NL0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NL0388'0.5 MI SW FROM CORRECTIONVILLE.
 NL0388'0.5 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 NL0388'THE STATION AT CORRECTIONVILLE, AT A STEEL GIRDER BRIDGE OVER
 NL0388'SIOUX RIVER, IN THE TOP OF THE SOUTHWEST LIMESTONE PIER,
 NL0388'AT THE NORTH CORNER OF THE NORTHWEST END OF THE PIER, 9 FEET
 NL0388'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 4-1/2
 NL0388'FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 NL0388'STANDARD GAGING-STATION REFERENCE-MARK DISK.
 NL0388
 NL0388                          STATION RECOVERY (2000)
 NL0388
 NL0388'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0388'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0389 ***********************************************************************
 NL0389  DESIGNATION -  RM 2 GAGING STA
 NL0389  PID         -  NL0389
 NL0389  STATE/COUNTY-  IA/WOODBURY
 NL0389  USGS QUAD   -  CORRECTIONVILLE (1969)
 NL0389
 NL0389                         *CURRENT SURVEY CONTROL
 NL0389  ___________________________________________________________________
 NL0389* NAD 83(1986)-  42 28 09.     (N)    095 47 27.     (W)     SCALED    
 NL0389* NAVD 88     -       341.237  (meters)    1119.54   (feet)  ADJUSTED  
 NL0389  ___________________________________________________________________
 NL0389  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 NL0389  DYNAMIC HT  -         341.125 (meters)    1119.17  (feet)  COMP
 NL0389  MODELED GRAV-     980,282.9   (mgal)                       NAVD 88
 NL0389
 NL0389  VERT ORDER  -  SECOND    CLASS 0
 NL0389
 NL0389.The horizontal coordinates were scaled from a topographic map and have
 NL0389.an estimated accuracy of +/- 6 seconds.
 NL0389
 NL0389.The orthometric height was determined by differential leveling
 NL0389.and adjusted by the National Geodetic Survey in June 1991..
 NL0389
 NL0389.The geoid height was determined by GEOID03.
 NL0389
 NL0389.The dynamic height is computed by dividing the NAVD 88
 NL0389.geopotential number by the normal gravity value computed on the
 NL0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0389.degrees latitude (g = 980.6199 gals.).
 NL0389
 NL0389.The modeled gravity was interpolated from observed gravity values.
 NL0389
 NL0389;                    North         East    Units  Estimated Accuracy
 NL0389;SPC IA N     - 1,110,200.    1,311,640.      MT  (+/- 180 meters Scaled)
 NL0389
 NL0389                          SUPERSEDED SURVEY CONTROL
 NL0389
 NL0389  NGVD 29 (??/??/92)  341.107  (m)         1119.12   (f) ADJ UNCH    2 0
 NL0389
 NL0389.Superseded values are not recommended for survey control.
 NL0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0389.See file dsdata.txt to determine how the superseded data were derived.
 NL0389
 NL0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH705056(NAD 83)
 NL0389_MARKER: DD = SURVEY DISK
 NL0389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0389_SP_SET: PIER
 NL0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0389
 NL0389  HISTORY     - Date     Condition        Report By
 NL0389  HISTORY     - UNK      MONUMENTED       USGS
 NL0389  HISTORY     - 1935     GOOD             NGS
 NL0389  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0389
 NL0389                          STATION DESCRIPTION
 NL0389
 NL0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NL0389'0.5 MI SW FROM CORRECTIONVILLE.
 NL0389'0.5 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 NL0389'THE STATION AT CORRECTIONVILLE, AT A STEEL GIRDER BRIDGE OVER
 NL0389'SIOUX RIVER, IN THE TOP OF THE NORTHEAST LIMESTONE PIER, AT THE
 NL0389'CENTER OF THE TRACK, AND ABOUT 4-1/2 FEET LOWER THAN THE TRACK.
 NL0389'A UNITED STATES GEOLOGICAL SURVEY STANDARD GAGING-STATION
 NL0389'REFERENCE-MARK DISK.
 NL0389
 NL0389                          STATION RECOVERY (2000)
 NL0389
 NL0389'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0389'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1200 ***********************************************************************
 MJ1200  DESIGNATION -  ROB
 MJ1200  PID         -  MJ1200
 MJ1200  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1200  USGS QUAD   -  AVOCA SE (1963)
 MJ1200
 MJ1200                         *CURRENT SURVEY CONTROL
 MJ1200  ___________________________________________________________________
 MJ1200* NAD 83(1996)-  41 19 45.69952(N)    095 15 05.05549(W)     ADJUSTED  
 MJ1200* NAVD 88     -       405.8    (meters)    1331.     (feet)  VERTCON   
 MJ1200  ___________________________________________________________________
 MJ1200  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 MJ1200  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 MJ1200
 MJ1200  HORZ ORDER  -  SECOND
 MJ1200
 MJ1200.The horizontal coordinates were established by classical geodetic methods
 MJ1200.and adjusted by the National Geodetic Survey in May 1999..
 MJ1200
 MJ1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1200
 MJ1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1200
 MJ1200.The geoid height was determined by GEOID03.
 MJ1200
 MJ1200;                    North         East     Units Scale Factor Converg.
 MJ1200;SPC IA S     -   149,100.169   353,398.347   MT  0.99995088   -1 09 13.1
 MJ1200;UTM  15      - 4,577,765.514   311,592.854   MT  1.00003688   -1 29 14.0
 MJ1200
 MJ1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1200!SPC IA S     -   0.99994070  x   0.99995088  =   0.99989159
 MJ1200!UTM  15      -   0.99994070  x   1.00003688  =   0.99997758
 MJ1200
 MJ1200|---------------------------------------------------------------------|
 MJ1200| PID    Reference Object                     Distance      Geod. Az  |
 MJ1200|                                                           dddmmss.s |
 MJ1200| CL8287 ROB RM 1                             18.462 METERS 00441     |
 MJ1200| MJ1201 OAKLAND NORTHERN NAT GAS RAD        APPROX. 4.3 KM 2503447.7 |
 MJ1200| CL8288 ROB RM 2                             19.526 METERS 27523     |
 MJ1200|---------------------------------------------------------------------|
 MJ1200
 MJ1200                          SUPERSEDED SURVEY CONTROL
 MJ1200
 MJ1200  NAD 83(1996)-  41 19 45.70148(N)    095 15 05.07927(W) AD(       ) 2
 MJ1200  NAD 83(1986)-  41 19 45.70171(N)    095 15 05.07971(W) AD(       ) 2
 MJ1200  NAD 27      -  41 19 45.73449(N)    095 15 04.08901(W) AD(       ) 2
 MJ1200  NGVD 29 (07/19/86)  405.7    (m)         1331.     (f) VERT ANG       
 MJ1200
 MJ1200.Superseded values are not recommended for survey control.
 MJ1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1200.See file dsdata.txt to determine how the superseded data were derived.
 MJ1200
 MJ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF1159377766(NAD 83)
 MJ1200_MARKER: DD = SURVEY DISK
 MJ1200_SETTING: 0 = UNSPECIFIED SETTING
 MJ1200
 MJ1200  HISTORY     - Date     Condition        Report By
 MJ1200  HISTORY     - 1968     MONUMENTED       USGS
 MJ1200
 MJ1200                          STATION DESCRIPTION
 MJ1200
 MJ1200'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1200'STATION IS LOCATED ABOUT 2 MI N. AND 7.5 MI E. OF OAKLAND, ABOUT
 MJ1200'0.05 MI N. OF N. SIXTEENTH COR. BETWEEN SECS. 5 AND 6, T. 75
 MJ1200'N., R. 38 W., IN THE RIGHT-OF-WAY OF A N.-S. GRAVEL RD. AND IN
 MJ1200'FRONT OF A FARMHOUSE.
 MJ1200'
 MJ1200'TO REACH THE STATION FROM THE POST OFFICE IN OAKLAND DRIVE 1
 MJ1200'BLOCK N. AND 1 BLOCK E. TO U.S. HWY. 59, TURN LEFT AND DRIVE
 MJ1200'N. AND E. FOR 0.8 MI TO A T-JCT. OF U.S. HWYS. 59 AND 6, CONTINUE
 MJ1200'E. ON HWY. 6 FOR 6.9 MI TO A GRAVEL CROSSROADS, TURN LEFT AND
 MJ1200'DRIVE N. ON GRAVEL RD. FOR 0.8 MI TO A FARMHOUSE AND STATION ON
 MJ1200'THE RIGHT.
 MJ1200'
 MJ1200'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED
 MJ1200'ROB 1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD DRIVEN
 MJ1200'FLUSH WITH THE GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MJ1200'
 MJ1200'STATION MARK IS 32 FT E. OF CENTER OF THE RD., 75.3 FT
 MJ1200'W. OF SW. COR. OF THE HOUSE, 62.1 FT SW. OF CENTER OF A 24
 MJ1200'IN. MAPLE TREE, 71 FT NE. OF CENTER OF RD. AT DRIVE TO HOUSE,
 MJ1200'24.6 FT N.-NE. OF A TRANSFORMER POLE AND 2.5 FT W. OF
 MJ1200'RIGHT-OF-WAY FENCE.
 MJ1200'
 MJ1200'REFERENCE MARK 1 IS 60.57 FT (18.461 M.) N. OF STATION, 33 FT
 MJ1200'E. OF CENTER OF RD., 18.0 FT S. OF NW. COR. OF YARD FENCE AND 1
 MJ1200'FT W. OF FENCE AND A METAL WITHNESS POST.
 MJ1200'
 MJ1200'REFERENCE MARK 2 IS 64.06 FT (19.525 M.) W. OF STATION, 32 FT
 MJ1200'W. OF CENTER OF RD., 5.6 FT N. OF A TELEPHONE LINE POLE AND 1 FT
 MJ1200'E. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0553 ***********************************************************************
 NL0553  DESIGNATION -  ROBERTS
 NL0553  PID         -  NL0553
 NL0553  STATE/COUNTY-  IA/CLAY
 NL0553  USGS QUAD   -  SIOUX RAPIDS (1971)
 NL0553
 NL0553                         *CURRENT SURVEY CONTROL
 NL0553  ___________________________________________________________________
 NL0553* NAD 83(1996)-  42 55 28.73073(N)    095 14 59.21089(W)     ADJUSTED  
 NL0553* NAVD 88     -       425.7    (meters)    1397.     (feet)  VERTCON   
 NL0553  ___________________________________________________________________
 NL0553  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 NL0553  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 NL0553
 NL0553  HORZ ORDER  -  SECOND
 NL0553
 NL0553.The horizontal coordinates were established by classical geodetic methods
 NL0553.and adjusted by the National Geodetic Survey in May 1999..
 NL0553
 NL0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0553
 NL0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0553
 NL0553.The geoid height was determined by GEOID03.
 NL0553
 NL0553;                    North         East     Units Scale Factor Converg.
 NL0553;SPC IA N     - 1,159,724.768 1,357,163.521   MT  0.99995540   -1 11 09.3
 NL0553;UTM  15      - 4,754,902.659   316,396.655   MT  1.00001473   -1 31 57.4
 NL0553
 NL0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0553!SPC IA N     -   0.99993772  x   0.99995540  =   0.99989313
 NL0553!UTM  15      -   0.99993772  x   1.00001473  =   0.99995245
 NL0553
 NL0553:                Primary Azimuth Mark                     Grid Az
 NL0553:SPC IA N     -  ROBERTS AZ MK                            097 38 51.7
 NL0553:UTM  15      -  ROBERTS AZ MK                            097 59 39.8
 NL0553
 NL0553|---------------------------------------------------------------------|
 NL0553| PID    Reference Object                     Distance      Geod. Az  |
 NL0553|                                                           dddmmss.s |
 NL0553| CO3606 ROBERTS AZ MK                                      0962742.4 |
 NL0553| CO3607 ROBERTS RM 1                          5.869 METERS 11227     |
 NL0553| NL0554 ROBERTS RM 2                          6.586 METERS 33932     |
 NL0553|---------------------------------------------------------------------|
 NL0553
 NL0553                          SUPERSEDED SURVEY CONTROL
 NL0553
 NL0553  NAD 83(1996)-  42 55 28.73073(N)    095 14 59.21090(W) AD(       ) 2
 NL0553  NAD 83(1986)-  42 55 28.72823(N)    095 14 59.20626(W) AD(       ) 2
 NL0553  NAD 27      -  42 55 28.80343(N)    095 14 58.22079(W) AD(       ) 2
 NL0553  NGVD 29 (07/19/86)  425.5    (m)         1396.     (f) VERT ANG       
 NL0553
 NL0553.Superseded values are not recommended for survey control.
 NL0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0553.See file dsdata.txt to determine how the superseded data were derived.
 NL0553
 NL0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1639754903(NAD 83)
 NL0553_MARKER: DS = TRIANGULATION STATION DISK
 NL0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0553_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0553
 NL0553  HISTORY     - Date     Condition        Report By
 NL0553  HISTORY     - 1971     MONUMENTED       NGS
 NL0553
 NL0553                          STATION DESCRIPTION
 NL0553
 NL0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0553'THE STATION IS LOCATED 5 MILES EAST OF PETERSON IN THE NORTHEAST
 NL0553'ANGLE OF THE INTERSECTION OF STATE HIGHWAYS 10 AND 264 AND
 NL0553'COUNTY ROAD M 36.  IT IS IN THE SW 1/4 OF SEC. 29, T. 94 N.,
 NL0553'R. 37 W. AND ON PROPERTY OWNED BY MR. HUGH ROBERTS OF LINN
 NL0553'GROVE, IOWA, WHOSE TELEPHONE NUMBER IS 296-3774.
 NL0553'
 NL0553'STATION MARKS ARE STANDARD DISKS STAMPED ROBERTS 1971, THE
 NL0553'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 NL0553'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 NL0553'IS 80 FEET NORTH OF THE CENTER OF STATE HIGHWAY 10, 46 FEET
 NL0553'EAST OF THE CENTER OF COUNTY ROAD M 36, 27.5 FEET NORTH OF
 NL0553'A TELEPHONE POLE, 6 FEET NORTH OF A WIRE FENCE AND 4.5 FEET
 NL0553'NORTH-NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 NL0553'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 NL0553'42 INCHES BELOW THE GROUND SURFACE.
 NL0553'
 NL0553'REFERENCE MARK 1, A STANDARD DISK STAMPED ROBERTS NO 1 1971,
 NL0553'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NL0553'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 74 FEET NORTH
 NL0553'OF THE CENTER OF THE HIGHWAY, 63 FEET EAST OF THE CENTER OF
 NL0553'THE ROAD, 29 FEET NORTHEAST OF THE TELEPHONE POLE AND 1 FOOT
 NL0553'SOUTH OF A WIRE FENCE.
 NL0553'
 NL0553'REFERENCE MARK 2, A STANDARD DISK STAMPED ROBERTS NO 2 1971,
 NL0553'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NL0553'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET NORTH
 NL0553'OF THE TELEPHONE POLE, 39 FEET EAST OF THE CENTER OF THE
 NL0553'ROAD AND 24.5 FEET NORTH-NORTHWEST OF THE METAL WITNESS POST.
 NL0553'
 NL0553'THE AZIMUTH MARK, A STANDARD DISK STAMPED ROBERTS 1971, IS
 NL0553'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NL0553'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 75
 NL0553'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 10 FEET WEST OF A
 NL0553'POWER POLE, 2.7 FEET WEST OF A METAL WITNESS POST AND 1 FOOT
 NL0553'NORTH OF A WIRE FENCE.
 NL0553'
 NL0553'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 NL0553'HIGHWAY 10 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NL0553'
 NL0553'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0554 ***********************************************************************
 NL0554  DESIGNATION -  ROBERTS RM 2
 NL0554  PID         -  NL0554
 NL0554  STATE/COUNTY-  IA/CLAY
 NL0554  USGS QUAD   -  SIOUX RAPIDS (1971)
 NL0554
 NL0554                         *CURRENT SURVEY CONTROL
 NL0554  ___________________________________________________________________
 NL0554* NAD 83(1996)-  42 55 28.93068(N)    095 14 59.31243(W)     ADJUSTED  
 NL0554* NAVD 88     -       425.1    (meters)    1395.     (feet)  VERTCON   
 NL0554  ___________________________________________________________________
 NL0554  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 NL0554  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 NL0554
 NL0554  HORZ ORDER  -  SECOND
 NL0554
 NL0554.The horizontal coordinates were established by classical geodetic methods
 NL0554.and adjusted by the National Geodetic Survey in May 1999..
 NL0554
 NL0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0554
 NL0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0554
 NL0554.The geoid height was determined by GEOID03.
 NL0554
 NL0554;                    North         East     Units Scale Factor Converg.
 NL0554;SPC IA N     - 1,159,730.984 1,357,161.347   MT  0.99995541   -1 11 09.3
 NL0554;UTM  15      - 4,754,908.889   316,394.519   MT  1.00001474   -1 31 57.5
 NL0554
 NL0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0554!SPC IA N     -   0.99993782  x   0.99995541  =   0.99989323
 NL0554!UTM  15      -   0.99993782  x   1.00001474  =   0.99995256
 NL0554
 NL0554|---------------------------------------------------------------------|
 NL0554| PID    Reference Object                     Distance      Geod. Az  |
 NL0554|                                                           dddmmss.s |
 NL0554| NL0553 ROBERTS                               6.586 METERS 15932     |
 NL0554| NL0580 PETER                               APPROX. 7.9 KM 2941303.7 |
 NL0554|---------------------------------------------------------------------|
 NL0554
 NL0554                          SUPERSEDED SURVEY CONTROL
 NL0554
 NL0554  NAD 83(1996)-  42 55 28.93068(N)    095 14 59.31244(W) AD(       ) 2
 NL0554  NAD 83(1986)-  42 55 28.92820(N)    095 14 59.30781(W) AD(       ) 2
 NL0554  NAD 27      -  42 55 29.00348(N)    095 14 58.32237(W) AD(       ) 2
 NL0554  NGVD 29 (07/19/86)  424.9    (m)         1394.     (f) VERT ANG       
 NL0554
 NL0554.Superseded values are not recommended for survey control.
 NL0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0554.See file dsdata.txt to determine how the superseded data were derived.
 NL0554
 NL0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1639554909(NAD 83)
 NL0554_MARKER: DR = REFERENCE MARK DISK
 NL0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0554+STABILITY: SURFACE MOTION
 NL0554
 NL0554  HISTORY     - Date     Condition        Report By
 NL0554  HISTORY     - 1971     MONUMENTED       NGS
 NL0554
 NL0554                          STATION DESCRIPTION
 NL0554
 NL0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0554'THE STATION IS LOCATED 5 MILES EAST OF PETERSON IN THE NORTHEAST
 NL0554'ANGLE OF THE INTERSECTION OF STATE HIGHWAYS 10 AND 264 AND
 NL0554'COUNTY ROAD M 36.  IT IS IN THE SW 1/4 OF SEC. 29, T. 94 N.,
 NL0554'R. 37 W. AND ON ROAD RIGHT-OF-WAY.
 NL0554'
 NL0554'THE STATION MARK, A STANDARD REFERENCE DISK STAMPED ROBERTS
 NL0554'NO 2 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NL0554'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET
 NL0554'NORTH OF A TELEPHONE POLE, 39 FEET EAST OF THE CENTER OF
 NL0554'COUNTY ROAD M 36 AND 24.5 FEET NORTH-NORTHWEST OF A METAL
 NL0554'WITNESS POST.
 NL0554'
 NL0554'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0626 ***********************************************************************
 OQ0626  DESIGNATION -  ROCK
 OQ0626  PID         -  OQ0626
 OQ0626  STATE/COUNTY-  IA/SIOUX
 OQ0626  USGS QUAD   -  ALVORD (1971)
 OQ0626
 OQ0626                         *CURRENT SURVEY CONTROL
 OQ0626  ___________________________________________________________________
 OQ0626* NAD 83(1996)-  43 15 02.72751(N)    096 18 22.90888(W)     ADJUSTED  
 OQ0626* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 OQ0626  ___________________________________________________________________
 OQ0626  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 OQ0626  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 OQ0626
 OQ0626  HORZ ORDER  -  SECOND
 OQ0626
 OQ0626.The horizontal coordinates were established by classical geodetic methods
 OQ0626.and adjusted by the National Geodetic Survey in May 1999..
 OQ0626
 OQ0626.The orthometric height was scaled from a topographic map.
 OQ0626
 OQ0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0626
 OQ0626.The geoid height was determined by GEOID03.
 OQ0626
 OQ0626;                    North         East     Units Scale Factor Converg.
 OQ0626;SPC IA N     - 1,198,256.935 1,272,141.668   MT  0.99999713   -1 54 07.2
 OQ0626;UTM  14      - 4,792,184.858   718,663.970   MT  1.00018821   +1 50 47.0
 OQ0626
 OQ0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0626!SPC IA N     -   0.99993606  x   0.99999713  =   0.99993319
 OQ0626!UTM  14      -   0.99993606  x   1.00018821  =   1.00012426
 OQ0626
 OQ0626|---------------------------------------------------------------------|
 OQ0626| PID    Reference Object                     Distance      Geod. Az  |
 OQ0626|                                                           dddmmss.s |
 OQ0626| CO3615 ROCK RM 1                            26.213 METERS 06818     |
 OQ0626| OQ0615 ROCK VALLEY MUNICIPAL TANK          APPROX. 5.6 KM 1694826.6 |
 OQ0626| OQ0613 ROCK VALLEY CHRIST REFORM CH        APPROX. 5.0 KM 1721039.7 |
 OQ0626| CO3614 ROCK AZ MK                                         1733055.2 |
 OQ0626| OQ0616 CENTER                              APPROX.18.5 KM 1792900.6 |
 OQ0626| CO3616 ROCK RM 2                            23.638 METERS 28147     |
 OQ0626| OQ0629 INWOOD MUNICIPAL TANK               APPROX.11.8 KM 3001249.3 |
 OQ0626| OQ0625 ALVORD MUNICIPAL TANK               APPROX.10.1 KM 3591004.6 |
 OQ0626|---------------------------------------------------------------------|
 OQ0626
 OQ0626                          SUPERSEDED SURVEY CONTROL
 OQ0626
 OQ0626  NAD 83(1996)-  43 15 02.72751(N)    096 18 22.90887(W) AD(       ) 2
 OQ0626  NAD 83(1996)-  43 15 02.72687(N)    096 18 22.90746(W) AD(       ) 2
 OQ0626  NAD 83(1996)-  43 15 02.72713(N)    096 18 22.90349(W) AD(       ) 2
 OQ0626  NAD 83(1986)-  43 15 02.72914(N)    096 18 22.89770(W) AD(       ) 2
 OQ0626  NAD 27      -  43 15 02.79800(N)    096 18 21.80600(W) AD(       ) 2
 OQ0626
 OQ0626.Superseded values are not recommended for survey control.
 OQ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0626.See file dsdata.txt to determine how the superseded data were derived.
 OQ0626
 OQ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1866492185(NAD 83)
 OQ0626_MARKER: DS = TRIANGULATION STATION DISK
 OQ0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OQ0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0626+STABILITY: SURFACE MOTION
 OQ0626
 OQ0626  HISTORY     - Date     Condition        Report By
 OQ0626  HISTORY     - 1949     MONUMENTED       CGS
 OQ0626
 OQ0626                          STATION DESCRIPTION
 OQ0626
 OQ0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0626'STATION IS LOCATED ABOUT 3-1/2 MILES NORTH NORTHWEST OF ROCK
 OQ0626'VALLEY JUST NORTH OF THE FARM BUILDINGS OF MRS. DENA VAN MAANAN.
 OQ0626'STATION IS 35 FEET SOUTH OF A FENCE, 34 FEET NORTHEAST OF THE
 OQ0626'NORTHEAST CORNER OF A TOOL SHED AND 32 FEET NORTH NORTHWEST OF
 OQ0626'THE NORTHWEST CORNER OF A CHICKEN HOUSE.  THE MARK IS FLUSH WITH
 OQ0626'THE GROUND AND THE DISK IS STAMPED ROCK 1949.
 OQ0626'
 OQ0626'REFERENCE MARK NO. 1 IS 2.5 FEET SOUTHEAST OF WITNESS POST, 2
 OQ0626'FEET SOUTH OF A FENCE AND 1 FOOT NORTHWEST OF THE NORTHWEST
 OQ0626'CORNER OF A CHICKEN HOUSE.  THE MARK IS FLUSH WITH THE GROUND
 OQ0626'AND THE DISK IS STAMPED ROCK NO 1 1949.
 OQ0626'
 OQ0626'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF A FENCE CORNER AND 1
 OQ0626'FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 OQ0626'DISK IS STAMPED ROCK NO 2 1949.
 OQ0626'
 OQ0626'AZIMUTH MARK IS 14 FEET WEST OF THE CENTERLINE OF A TRACK ROAD,
 OQ0626'1 FOOT NORTHWEST OF WITNESS POST AND 0.5 FOOT WEST OF FENCE.
 OQ0626'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED ROCK
 OQ0626'1949.
 OQ0626'
 OQ0626'TO REACH FROM THE POST OFFICE IN ROCK VALLEY GO NORTH ON THE
 OQ0626'MAIN STREET AND GRAVEL ROAD FOR 2.7 MILES TO CROSSROADS.
 OQ0626'TURN LEFT AND GO WEST FOR 0.5 MILE.  TURN RIGHT ON PRIVATE ROAD
 OQ0626'AND GO NORTH FOR 0.15 MILE TO AZIMUTH MARK ON LEFT OR WEST SIDE
 OQ0626'OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR 0.35 MILE AND THEN
 OQ0626'BEAR LEFT AND PASS TO THE SOUTH OF FARM HOUSE.  TURN RIGHT AND
 OQ0626'CONTINUE TO A GATE JUST EAST OF BARN AND TO STATION IN CHICKEN
 OQ0626'LOT AS DESCRIBED.
 OQ0626'
 OQ0626'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0659 ***********************************************************************
 NK0659  DESIGNATION -  ROCK ET
 NK0659  PID         -  NK0659
 NK0659  STATE/COUNTY-  IA/FLOYD
 NK0659  USGS QUAD   -  GREENE (1972)
 NK0659
 NK0659                         *CURRENT SURVEY CONTROL
 NK0659  ___________________________________________________________________
 NK0659* NAD 83(1996)-  42 57 57.34283(N)    092 51 52.68168(W)     ADJUSTED  
 NK0659* NAVD 88     -       357.2    (meters)    1172.     (feet)  VERTCON   
 NK0659  ___________________________________________________________________
 NK0659  LAPLACE CORR-          -7.97  (seconds)                    DEFLEC99
 NK0659  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 NK0659
 NK0659  HORZ ORDER  -  SECOND
 NK0659
 NK0659.The horizontal coordinates were established by classical geodetic methods
 NK0659.and adjusted by the National Geodetic Survey in May 1999..
 NK0659
 NK0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0659
 NK0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0659
 NK0659.The geoid height was determined by GEOID03.
 NK0659
 NK0659;                    North         East     Units Scale Factor Converg.
 NK0659;SPC IA N     - 1,163,027.085 1,551,834.373   MT  0.99995889   +0 25 50.2
 NK0659;UTM  15      - 4,757,040.121   511,039.571   MT  0.99960150   +0 05 32.1
 NK0659
 NK0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0659!SPC IA N     -   0.99994883  x   0.99995889  =   0.99990773
 NK0659!UTM  15      -   0.99994883  x   0.99960150  =   0.99955036
 NK0659
 NK0659:                Primary Azimuth Mark                     Grid Az
 NK0659:SPC IA N     -  GREENE TV RELAY MAST                     130 37 04.5
 NK0659:UTM  15      -  GREENE TV RELAY MAST                     130 57 22.6
 NK0659
 NK0659|---------------------------------------------------------------------|
 NK0659| PID    Reference Object                     Distance      Geod. Az  |
 NK0659|                                                           dddmmss.s |
 NK0659| NK0661 GREENE TV RELAY MAST                APPROX. 4.9 KM 1310254.7 |
 NK0659|---------------------------------------------------------------------|
 NK0659
 NK0659                          SUPERSEDED SURVEY CONTROL
 NK0659
 NK0659  NAD 83(1996)-  42 57 57.34287(N)    092 51 52.68163(W) AD(       ) 2
 NK0659  NAD 83(1986)-  42 57 57.33722(N)    092 51 52.67541(W) AD(       ) 2
 NK0659  NAD 27      -  42 57 57.43688(N)    092 51 51.98181(W) AD(       ) 2
 NK0659  NGVD 29 (07/19/86)  357.2    (m)         1172.     (f) VERT ANG       
 NK0659
 NK0659.Superseded values are not recommended for survey control.
 NK0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0659.See file dsdata.txt to determine how the superseded data were derived.
 NK0659
 NK0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1104057040(NAD 83)
 NK0659_MARKER: DD = SURVEY DISK
 NK0659_SETTING: 0 = UNSPECIFIED SETTING
 NK0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0659
 NK0659  HISTORY     - Date     Condition        Report By
 NK0659  HISTORY     - 1969     MONUMENTED       USGS
 NK0659
 NK0659                          STATION DESCRIPTION
 NK0659
 NK0659'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 NK0659'STATION IS IN THE TOWN OF MARBLE ROCK, NEAR THE W. SIXTEENTH
 NK0659'COR. BETWEEN SECS. 9 AND 16, T. 94 N., R. 17 W., ON TOP OF
 NK0659'THE CONCRETE HEADHOUSE ROOF OF THE FARMERS CO-OP ELEVATOR.
 NK0659'
 NK0659'TO REACH FROM THE JCT. OF MAIN STREET AND ST. HWY. 54 IN MARBLE
 NK0659'ROCK, GO E. ON ST. HWY. 54 FOR 0.2 MI TO THE FARMERS CO-OP
 NK0659'ELEVATOR CO. ON THE LEFT AND THE STATION ON TOP OF THE HEADHOUSE
 NK0659'ROOF.
 NK0659'
 NK0659'STATION MARK, A STANDARD TABLET CEMENTED INTO CONCRETE
 NK0659'HEADHOUSE ROOF, STAMPED ET ROCK 1969 IS 7 FT S. AND 2 FT W. OF
 NK0659'THE ROUND MANHOLE.
 NK0659'
 NK0659'NO REFERENCE MARKS WERE SET.
 NK0659'
 NK0659'NO AZIMUTH MARK WAS SET.
 NK0659'
 NK0659'REFERENCE AZIMUTH USED - MICROWAVE TOWER KDE-52 (CENTER OF
 NK0659'TOWER)
 NK0659'
 NK0659'MICROWAVE TOWER KDE-52 - STATION IS THE CENTER OF THE THREE
 NK0659'LEGGED TOWER MARKED KDE-52 AND IS USED BY LEE ENTERPRISES,
 NK0659'INC. KGLO-TV MASON CITY, IOWA, T. 94 N., R. 17 W., ABOUT 200
 NK0659'FT N. AND ABOUT 250 FT E. OF QUARTER COR. BETWEEN SECS. 23 AND 26.
 NK0659'
 NK0659'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9642 ***********************************************************************
 AF9642  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9642  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9642  DESIGNATION -  ROCK ISLAND 1 CORS ARP
 AF9642  CORS_ID     -  RIS1
 AF9642  PID         -  AF9642
 AF9642  STATE/COUNTY-  IA/CLINTON
 AF9642  USGS QUAD   -  SAVANNA (1990)
 AF9642
 AF9642                         *CURRENT SURVEY CONTROL
 AF9642  ___________________________________________________________________
 AF9642* NAD 83(CORS)-  42 00 44.18135(N)    090 13 32.20348(W)     ADJUSTED  
 AF9642* NAVD 88     -       250.40   (meters)     821.5    (feet)  GPS OBS   
 AF9642  ___________________________________________________________________
 AF9642  EPOCH DATE  -        2002.00
 AF9642  X           -     -18,689.128 (meters)                     COMP
 AF9642  Y           -  -4,746,211.431 (meters)                     COMP
 AF9642  Z           -   4,246,762.240 (meters)                     COMP
 AF9642  ELLIP HEIGHT-         217.36  (meters)          (03/??/02) GPS OBS
 AF9642  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AF9642
 AF9642  HORZ ORDER  -  SPECIAL (CORS)
 AF9642  ELLP ORDER  -  SPECIAL (CORS)
 AF9642
 AF9642.ITRF positions are available for this station.
 AF9642.The coordinates were established by GPS observations
 AF9642.and adjusted by the National Geodetic Survey in March 2002..
 AF9642.The coordinates are valid at the epoch date displayed above.
 AF9642.The epoch date for horizontal control is a decimal equivalence
 AF9642.of Year/Month/Day.
 AF9642
 AF9642.The orthometric height was determined by GPS observations and a
 AF9642.high-resolution geoid model using precise GPS observation and
 AF9642.processing techniques.
 AF9642
 AF9642.The PID for the CORS L1 Phase Center is AJ7929.
 AF9642
 AF9642.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9642
 AF9642.The ellipsoidal height was determined by GPS observations
 AF9642.and is referenced to NAD 83.
 AF9642
 AF9642.The geoid height was determined by GEOID03.
 AF9642
 AF9642;                    North         East     Units Scale Factor Converg.
 AF9642;SPC IA S     -   228,576.964   771,182.547   MT  1.00004869   +2 09 24.6
 AF9642
 AF9642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9642!SPC IA S     -   0.99996591  x   1.00004869  =   1.00001460
 AF9642
 AF9642                          SUPERSEDED SURVEY CONTROL
 AF9642
 AF9642  NAD 83(CORS)-  42 00 44.18149(N)    090 13 32.20389(W) AD(1997.00) c
 AF9642  NAD 83(CORS)-  42 00 44.18149(N)    090 13 32.20389(W) AD(1996.00) c
 AF9642  ELLIP H (09/??/97)  217.38   (m)                       GP(1997.00) c c
 AF9642  ELLIP H (09/??/97)  217.38   (m)                       GP(1996.00) c c
 AF9642
 AF9642.Superseded values are not recommended for survey control.
 AF9642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9642.See file dsdata.txt to determine how the superseded data were derived.
 AF9642
 AF9642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG2973454863(NAD 83)
 AF9642_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9642_MARK LOGO: USCG  
 AF9642_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF9642
 AF9642                          STATION DESCRIPTION
 AF9642
 AF9642'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9642'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9642'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9642'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9642'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9642'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7929 ***********************************************************************
 AJ7929  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7929  DESIGNATION -  ROCK ISLAND 1 CORS L1 PHASE CENTER
 AJ7929  CORS_ID     -  RIS1
 AJ7929  PID         -  AJ7929
 AJ7929  STATE/COUNTY-  IA/CLINTON
 AJ7929  USGS QUAD   -  SAVANNA (1990)
 AJ7929
 AJ7929                         *CURRENT SURVEY CONTROL
 AJ7929  ___________________________________________________________________
 AJ7929* NAD 83(CORS)-  42 00 44.18131(N)    090 13 32.20352(W)     ADJUSTED  
 AJ7929* NAVD 88     -                                                        
 AJ7929  ___________________________________________________________________
 AJ7929  EPOCH DATE  -        2002.00
 AJ7929  X           -     -18,689.129 (meters)                     COMP
 AJ7929  Y           -  -4,746,211.499 (meters)                     COMP
 AJ7929  Z           -   4,246,762.299 (meters)                     COMP
 AJ7929  ELLIP HEIGHT-         217.45  (meters)          (03/??/02) GPS OBS
 AJ7929  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AJ7929
 AJ7929  HORZ ORDER  -  SPECIAL (CORS)
 AJ7929  ELLP ORDER  -  SPECIAL (CORS)
 AJ7929
 AJ7929.ITRF positions are available for this station.
 AJ7929.The coordinates were established by GPS observations
 AJ7929.and adjusted by the National Geodetic Survey in March 2002..
 AJ7929.The coordinates are valid at the epoch date displayed above.
 AJ7929.The epoch date for horizontal control is a decimal equivalence
 AJ7929.of Year/Month/Day.
 AJ7929
 AJ7929
 AJ7929.The PID for the CORS ARP is AF9642.
 AJ7929
 AJ7929.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7929
 AJ7929.The ellipsoidal height was determined by GPS observations
 AJ7929.and is referenced to NAD 83.
 AJ7929
 AJ7929.The geoid height was determined by GEOID03.
 AJ7929
 AJ7929;                    North         East     Units Scale Factor Converg.
 AJ7929;SPC IA S     -   228,576.963   771,182.547   MT  1.00004869   +2 09 24.6
 AJ7929
 AJ7929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7929!SPC IA S     -   0.99996590  x   1.00004869  =   1.00001458
 AJ7929
 AJ7929                          SUPERSEDED SURVEY CONTROL
 AJ7929
 AJ7929  NAD 83(CORS)-  42 00 44.18145(N)    090 13 32.20393(W) AD(1996.00) c
 AJ7929  NAD 83(CORS)-  42 00 44.18145(N)    090 13 32.20393(W) AD(1997.00) c
 AJ7929  ELLIP H (09/??/97)  217.47   (m)                       GP(1997.00) c c
 AJ7929  ELLIP H (09/??/97)  217.47   (m)                       GP(1996.00) c c
 AJ7929
 AJ7929.Superseded values are not recommended for survey control.
 AJ7929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7929.See file dsdata.txt to determine how the superseded data were derived.
 AJ7929
 AJ7929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG2973454863(NAD 83)
 AJ7929_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7929
 AJ7929                          STATION DESCRIPTION
 AJ7929
 AJ7929'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7929'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7929'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7929'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7929'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7929'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9644 ***********************************************************************
 AF9644  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9644  DESIGNATION -  ROCK ISLAND 2 CORS ARP
 AF9644  CORS_ID     -  RIS2
 AF9644  PID         -  AF9644
 AF9644  STATE/COUNTY-  IA/CLINTON
 AF9644  USGS QUAD   -  SAVANNA (1990)
 AF9644
 AF9644                         *CURRENT SURVEY CONTROL
 AF9644  ___________________________________________________________________
 AF9644* NAD 83(CORS)-  42 00 44.28363(N)    090 13 30.08259(W)     ADJUSTED  
 AF9644* NAVD 88     -                                                        
 AF9644  ___________________________________________________________________
 AF9644  EPOCH DATE  -        2002.00
 AF9644  X           -     -18,640.317 (meters)                     COMP
 AF9644  Y           -  -4,746,209.429 (meters)                     COMP
 AF9644  Z           -   4,246,764.511 (meters)                     COMP
 AF9644  ELLIP HEIGHT-         217.25  (meters)          (04/??/04) GPS OBS
 AF9644  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AF9644
 AF9644  HORZ ORDER  -  SPECIAL (CORS)
 AF9644  ELLP ORDER  -  SPECIAL (CORS)
 AF9644
 AF9644.ITRF positions are available for this station.
 AF9644.The coordinates were established by GPS observations
 AF9644.and adjusted by the National Geodetic Survey in April 2004..
 AF9644.The coordinates are valid at the epoch date displayed above.
 AF9644.The epoch date for horizontal control is a decimal equivalence
 AF9644.of Year/Month/Day.
 AF9644
 AF9644
 AF9644.The PID for the CORS L1 Phase Center is CQ6002.
 AF9644
 AF9644.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9644
 AF9644.The ellipsoidal height was determined by GPS observations
 AF9644.and is referenced to NAD 83.
 AF9644
 AF9644.The geoid height was determined by GEOID03.
 AF9644
 AF9644;                    North         East     Units Scale Factor Converg.
 AF9644;SPC IA S     -   228,581.954   771,231.197   MT  1.00004870   +2 09 26.0
 AF9644
 AF9644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9644!SPC IA S     -   0.99996593  x   1.00004870  =   1.00001463
 AF9644
 AF9644                          SUPERSEDED SURVEY CONTROL
 AF9644
 AF9644  NAD 83(CORS)-  42 00 44.28323(N)    090 13 30.08205(W) AD(2002.00) c
 AF9644  ELLIP H (05/??/02)  217.29   (m)                       GP(2002.00) c c
 AF9644  NAD 83(CORS)-  42 00 44.28312(N)    090 13 30.08245(W) AD(2002.00) c
 AF9644  ELLIP H (03/??/02)  217.34   (m)                       GP(2002.00) c c
 AF9644  NAD 83(CORS)-  42 00 44.28329(N)    090 13 30.08261(W) AD(1997.00) c
 AF9644  ELLIP H (07/??/98)  217.34   (m)                       GP(1997.00) c c
 AF9644  NAD 83(CORS)-  42 00 44.28359(N)    090 13 30.08178(W) AD(1996.00) c
 AF9644  ELLIP H (09/??/97)  217.31   (m)                       GP(1996.00) c c
 AF9644
 AF9644.Superseded values are not recommended for survey control.
 AF9644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9644.See file dsdata.txt to determine how the superseded data were derived.
 AF9644
 AF9644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG2978254868(NAD 83)
 AF9644_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9644
 AF9644                          STATION DESCRIPTION
 AF9644
 AF9644'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 AF9644'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9644'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9644'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9644'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9644'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ6002 ***********************************************************************
 CQ6002  CORS        -  This is a GPS Continuously Operating Reference Station.
 CQ6002  DESIGNATION -  ROCK ISLAND 2 CORS L1 PHASE CENTER
 CQ6002  CORS_ID     -  RIS2
 CQ6002  PID         -  CQ6002
 CQ6002  STATE/COUNTY-  IA/CLINTON
 CQ6002  USGS QUAD   -  SAVANNA (1990)
 CQ6002
 CQ6002                         *CURRENT SURVEY CONTROL
 CQ6002  ___________________________________________________________________
 CQ6002* NAD 83(CORS)-  42 00 44.28359(N)    090 13 30.08263(W)     ADJUSTED  
 CQ6002* NAVD 88     -                                                        
 CQ6002  ___________________________________________________________________
 CQ6002  EPOCH DATE  -        2002.00
 CQ6002  X           -     -18,640.318 (meters)                     COMP
 CQ6002  Y           -  -4,746,209.490 (meters)                     COMP
 CQ6002  Z           -   4,246,764.564 (meters)                     COMP
 CQ6002  ELLIP HEIGHT-         217.33  (meters)          (04/??/04) GPS OBS
 CQ6002  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 CQ6002
 CQ6002  HORZ ORDER  -  SPECIAL (CORS)
 CQ6002  ELLP ORDER  -  SPECIAL (CORS)
 CQ6002
 CQ6002.ITRF positions are available for this station.
 CQ6002.The coordinates were established by GPS observations
 CQ6002.and adjusted by the National Geodetic Survey in April 2004..
 CQ6002.The coordinates are valid at the epoch date displayed above.
 CQ6002.The epoch date for horizontal control is a decimal equivalence
 CQ6002.of Year/Month/Day.
 CQ6002
 CQ6002
 CQ6002.The PID for the CORS ARP is AF9644.
 CQ6002
 CQ6002.The XYZ, and position/ellipsoidal ht. are equivalent.
 CQ6002
 CQ6002.The ellipsoidal height was determined by GPS observations
 CQ6002.and is referenced to NAD 83.
 CQ6002
 CQ6002.The geoid height was determined by GEOID03.
 CQ6002
 CQ6002;                    North         East     Units Scale Factor Converg.
 CQ6002;SPC IA S     -   228,581.953   771,231.197   MT  1.00004870   +2 09 26.0
 CQ6002
 CQ6002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ6002!SPC IA S     -   0.99996591  x   1.00004870  =   1.00001461
 CQ6002
 CQ6002                          SUPERSEDED SURVEY CONTROL
 CQ6002
 CQ6002  NAD 83(CORS)-  42 00 44.28319(N)    090 13 30.08209(W) AD(2002.00) c
 CQ6002  ELLIP H (05/??/02)  217.38   (m)                       GP(2002.00) c c
 CQ6002  NAD 83(CORS)-  42 00 44.28308(N)    090 13 30.08249(W) AD(2002.00) c
 CQ6002  ELLIP H (03/??/02)  217.43   (m)                       GP(2002.00) c c
 CQ6002  NAD 83(CORS)-  42 00 44.28325(N)    090 13 30.08265(W) AD(1997.00) c
 CQ6002  ELLIP H (07/??/98)  217.43   (m)                       GP(1997.00) c c
 CQ6002  NAD 83(CORS)-  42 00 44.28355(N)    090 13 30.08181(W) AD(1996.00) c
 CQ6002  ELLIP H (09/??/97)  217.40   (m)                       GP(1996.00) c c
 CQ6002
 CQ6002.Superseded values are not recommended for survey control.
 CQ6002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ6002.See file dsdata.txt to determine how the superseded data were derived.
 CQ6002
 CQ6002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG2978254868(NAD 83)
 CQ6002_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 CQ6002
 CQ6002                          STATION DESCRIPTION
 CQ6002
 CQ6002'DESCRIBED BY NATIONAL GEODETIC SURVEY
 CQ6002'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 CQ6002'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 CQ6002'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 CQ6002'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 CQ6002'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0599 ***********************************************************************
 OQ0599  DESIGNATION -  ROCK RAPIDS
 OQ0599  PID         -  OQ0599
 OQ0599  STATE/COUNTY-  IA/LYON
 OQ0599  USGS QUAD   -  ROCK RAPIDS (1971)
 OQ0599
 OQ0599                         *CURRENT SURVEY CONTROL
 OQ0599  ___________________________________________________________________
 OQ0599* NAD 83(1996)-  43 25 31.07518(N)    096 10 30.07482(W)     ADJUSTED  
 OQ0599* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 OQ0599  ___________________________________________________________________
 OQ0599  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 OQ0599  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 OQ0599
 OQ0599  HORZ ORDER  -  SECOND
 OQ0599
 OQ0599.The horizontal coordinates were established by classical geodetic methods
 OQ0599.and adjusted by the National Geodetic Survey in May 1999..
 OQ0599
 OQ0599.The orthometric height was scaled from a topographic map.
 OQ0599
 OQ0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0599
 OQ0599.The geoid height was determined by GEOID03.
 OQ0599
 OQ0599;                    North         East     Units Scale Factor Converg.
 OQ0599;SPC IA N     - 1,217,293.165 1,283,415.693   MT  1.00003285   -1 48 46.7
 OQ0599;SPC MN S     -   149,600.872   623,878.562   MT  1.00009677   -1 31 28.3
 OQ0599;UTM  14      - 4,811,922.010   728,670.149   MT  1.00024326   +1 56 33.9
 OQ0599
 OQ0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0599!SPC IA N     -   0.99993702  x   1.00003285  =   0.99996987
 OQ0599!SPC MN S     -   0.99993702  x   1.00009677  =   1.00003378
 OQ0599!UTM  14      -   0.99993702  x   1.00024326  =   1.00018026
 OQ0599
 OQ0599|---------------------------------------------------------------------|
 OQ0599| PID    Reference Object                     Distance      Geod. Az  |
 OQ0599|                                                           dddmmss.s |
 OQ0599| CO3618 ROCK RAPIDS RM 1                     31.961 METERS 01348     |
 OQ0599| OQ0598 ROCK RAPIDS MUN PUB UTIL STK        APPROX. 0.7 KM 0482845.2 |
 OQ0599| CO3619 ROCK RAPIDS RM 2                     32.074 METERS 13638     |
 OQ0599| CO3617 ROCK RAPIDS AZ MK                                  1730515.4 |
 OQ0599|---------------------------------------------------------------------|
 OQ0599
 OQ0599                          SUPERSEDED SURVEY CONTROL
 OQ0599
 OQ0599  NAD 83(1996)-  43 25 31.07518(N)    096 10 30.07481(W) AD(       ) 2
 OQ0599  NAD 83(1996)-  43 25 31.07401(N)    096 10 30.07335(W) AD(       ) 2
 OQ0599  NAD 83(1996)-  43 25 31.07432(N)    096 10 30.06973(W) AD(       ) 2
 OQ0599  NAD 83(1986)-  43 25 31.07512(N)    096 10 30.06204(W) AD(       ) 2
 OQ0599  NAD 27      -  43 25 31.17700(N)    096 10 28.95700(W) AD(       ) 2
 OQ0599
 OQ0599.Superseded values are not recommended for survey control.
 OQ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0599.See file dsdata.txt to determine how the superseded data were derived.
 OQ0599
 OQ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2867011922(NAD 83)
 OQ0599_MARKER: DS = TRIANGULATION STATION DISK
 OQ0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0599
 OQ0599  HISTORY     - Date     Condition        Report By
 OQ0599  HISTORY     - 1949     MONUMENTED       CGS
 OQ0599  HISTORY     - 20020531 MARK NOT FOUND   USPSQD
 OQ0599
 OQ0599                          STATION DESCRIPTION
 OQ0599
 OQ0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0599'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF THE SMALL CITY
 OQ0599'OF ROCK RAPIDS, AT THE SITE OF THE MUNICIPAL WATER TANK.  IT IS
 OQ0599'ABOUT 0.05 MILE EAST OF U.S. HIGHWAY 75, 55 FEET NORTH OF THE
 OQ0599'CENTERLINE OF A ROAD, 46.8 FEET EAST OF THE MUNICIPAL WATER TANK,
 OQ0599'46 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE AND 34 FEET
 OQ0599'WEST OF THE CENTERLINE OF AN ALLEY.  THE MARK IS STAMPED ROCK
 OQ0599'RAPIDS 1949 AND IS SET FLUSH WITH THE GROUND.
 OQ0599'
 OQ0599'REFERENCE MARK NO. 1 IS 11 FEET WEST OF THE CENTERLINE OF AN
 OQ0599'ALLEY AND 4 FEET SOUTH SOUTHWEST OF A YARD FENCE CORNER.  THE
 OQ0599'MARK IS STAMPED ROCK RAPIDS NO 1 1949 AND IS SET FLUSH WITH THE
 OQ0599'GROUND.
 OQ0599'
 OQ0599'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF THE CENTERLINE OF A
 OQ0599'ROAD, 48 FEET NORTH OF THE NORTHEAST CORNER OF A GARAGE AND 6 FEET
 OQ0599'EAST OF THE CENTERLINE OF A PRIVATE DRIVEWAY.  THE MARK IS
 OQ0599'STAMPED ROCK RAPIDS NO 2 1949 AND IS SET FLUSH WITH THE GROUND.
 OQ0599'
 OQ0599'AZIMUTH MARK IS 37 FEET NORTH OF THE CENTERLINE OF A ROAD, 25
 OQ0599'FEET EAST OF A 2-1/2 FOOT TREE AND 2 FOOT SOUTH OF A FENCELINE.
 OQ0599'THE MARK IS STAMPED ROCK RAPIDS 1949 AND PROJECTS 2 INCHES.
 OQ0599'
 OQ0599'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 75 AND
 OQ0599'STATE ROUTE 9, JUST WEST OF THE BUSINESS DISTRICT IN ROCK RAPIDS,
 OQ0599'GO SOUTH ON U.S. HIGHWAY 75 FOR 0.45 MILE TO A SIDE ROAD LEFT,
 OQ0599'TURN LEFT (EAST) AND GO 0.05 MILE TO STATION ON LEFT AS DESCRIBED.
 OQ0599'
 OQ0599'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.05 MILE
 OQ0599'TO U.S. HIGHWAY 75, TURN LEFT (SOUTH) AND GO 0.45 MILE TO A
 OQ0599'CROSS ROADS, TURN LEFT (EAST) AND GO 0.1 MILE TO MARK ON LEFT
 OQ0599'AS DESCRIBED.
 OQ0599'
 OQ0599'NOTE--A DIRECTION WAS NOT TAKEN TO THE WATER TANK, BECAUSE A
 OQ0599'DEFINATE POINT COULD NOT BE TAKEN.
 OQ0599'
 OQ0599'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OQ0599
 OQ0599                          STATION RECOVERY (2002)
 OQ0599
 OQ0599'RECOVERY NOTE BY US POWER SQUADRON 2002 (MJP)
 OQ0599'ROCK RAPIDS RM 1 NOT FOUND, ROCK RAPIDS RM 2 NOT FOUND, ROCK RAPIDS AZ
 OQ0599'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0598 ***********************************************************************
 OQ0598  DESIGNATION -  ROCK RAPIDS MUN PUB UTIL STK
 OQ0598  PID         -  OQ0598
 OQ0598  STATE/COUNTY-  IA/LYON
 OQ0598  USGS QUAD   -  ROCK RAPIDS (1971)
 OQ0598
 OQ0598                         *CURRENT SURVEY CONTROL
 OQ0598  ___________________________________________________________________
 OQ0598* NAD 83(1996)-  43 25 45.34608(N)    096 10 07.95752(W)     ADJUSTED  
 OQ0598* NAVD 88     -                                                        
 OQ0598  ___________________________________________________________________
 OQ0598  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 OQ0598  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 OQ0598
 OQ0598  HORZ ORDER  -  THIRD
 OQ0598
 OQ0598.The horizontal coordinates were established by classical geodetic methods
 OQ0598.and adjusted by the National Geodetic Survey in May 1999..
 OQ0598
 OQ0598
 OQ0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0598
 OQ0598.The geoid height was determined by GEOID03.
 OQ0598
 OQ0598;                    North         East     Units Scale Factor Converg.
 OQ0598;SPC IA N     - 1,217,717.658 1,283,926.857   MT  1.00003377   -1 48 31.7
 OQ0598;SPC MN S     -   150,027.961   624,387.613   MT  1.00009549   -1 31 12.8
 OQ0598;UTM  14      - 4,812,379.172   729,152.511   MT  1.00024597   +1 56 49.6
 OQ0598
 OQ0598                          SUPERSEDED SURVEY CONTROL
 OQ0598
 OQ0598  NAD 83(1996)-  43 25 45.34609(N)    096 10 07.95751(W) AD(       ) 4
 OQ0598  NAD 83(1996)-  43 25 45.34493(N)    096 10 07.95600(W) AD(       ) 4
 OQ0598  NAD 83(1996)-  43 25 45.34523(N)    096 10 07.95237(W) AD(       ) 4
 OQ0598  NAD 83(1986)-  43 25 45.34595(N)    096 10 07.94474(W) AD(       ) 4
 OQ0598  NAD 27      -  43 25 45.44800(N)    096 10 06.84100(W) AD(       ) 3
 OQ0598
 OQ0598.Superseded values are not recommended for survey control.
 OQ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0598.See file dsdata.txt to determine how the superseded data were derived.
 OQ0598
 OQ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2915312379(NAD 83)
 OQ0598_MARKER: 63 = STACK
 OQ0598
 OQ0598  HISTORY     - Date     Condition        Report By
 OQ0598  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0598  HISTORY     - 20020531 MARK NOT FOUND   USPSQD
 OQ0598
 OQ0598                          STATION DESCRIPTION
 OQ0598
 OQ0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0598'THIS STATION IS LOCATED IN THE TOWN OF ROCK RAPIDS, ALONG THE
 OQ0598'RAILROAD TRACKS, ABOUT 2 BLOCKS SOUTH OF THE MAIN STREET.  IT IS A
 OQ0598'CONCRETE STRUCTURE, 10 FEET IN DIAMETER AT THE BASE, AND 150 FEET
 OQ0598'HIGH.
 OQ0598'
 OQ0598'THE POINT INTERSECTED WAS THE CENTER OF THE STACK.
 OQ0598
 OQ0598                          STATION RECOVERY (2002)
 OQ0598
 OQ0598'RECOVERY NOTE BY US POWER SQUADRON 2002 (MJP)
 OQ0598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0596 ***********************************************************************
 OQ0596  DESIGNATION -  ROCK RAPIDS MUNICIPAL TANK
 OQ0596  PID         -  OQ0596
 OQ0596  STATE/COUNTY-  IA/LYON
 OQ0596  USGS QUAD   -  ROCK RAPIDS (1971)
 OQ0596
 OQ0596                         *CURRENT SURVEY CONTROL
 OQ0596  ___________________________________________________________________
 OQ0596* NAD 83(1996)-  43 25 31.12075(N)    096 10 30.73591(W)     ADJUSTED  
 OQ0596* NAVD 88     -                                                        
 OQ0596  ___________________________________________________________________
 OQ0596  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 OQ0596  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 OQ0596
 OQ0596  HORZ ORDER  -  THIRD
 OQ0596
 OQ0596.The horizontal coordinates were established by classical geodetic methods
 OQ0596.and adjusted by the National Geodetic Survey in May 1999..
 OQ0596
 OQ0596
 OQ0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0596
 OQ0596.The geoid height was determined by GEOID03.
 OQ0596
 OQ0596;                    North         East     Units Scale Factor Converg.
 OQ0596;SPC IA N     - 1,217,295.041 1,283,400.874   MT  1.00003285   -1 48 47.2
 OQ0596;SPC MN S     -   149,602.674   623,863.733   MT  1.00009676   -1 31 28.8
 OQ0596;UTM  14      - 4,811,922.912   728,655.236   MT  1.00024317   +1 56 33.5
 OQ0596
 OQ0596                          SUPERSEDED SURVEY CONTROL
 OQ0596
 OQ0596  NAD 83(1996)-  43 25 31.12076(N)    096 10 30.73591(W) AD(       ) 4
 OQ0596  NAD 83(1996)-  43 25 31.11914(N)    096 10 30.73379(W) AD(       ) 4
 OQ0596  NAD 83(1996)-  43 25 31.11975(N)    096 10 30.73041(W) AD(       ) 4
 OQ0596  NAD 83(1986)-  43 25 31.12068(N)    096 10 30.72312(W) AD(       ) 4
 OQ0596  NAD 27      -  43 25 31.23200(N)    096 10 29.65500(W) AD(       ) 3
 OQ0596
 OQ0596.Superseded values are not recommended for survey control.
 OQ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0596.See file dsdata.txt to determine how the superseded data were derived.
 OQ0596
 OQ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2865511923(NAD 83)
 OQ0596_MARKER: 53 = ELEVATED TANK
 OQ0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0596+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2002
 OQ0596
 OQ0596  HISTORY     - Date     Condition        Report By
 OQ0596  HISTORY     - 1934     FIRST OBSERVED   CGS
 OQ0596  HISTORY     - 1949     GOOD             CGS
 OQ0596  HISTORY     - 1978     GOOD             MNDT
 OQ0596  HISTORY     - 20020531 GOOD             USPSQD
 OQ0596
 OQ0596                          STATION DESCRIPTION
 OQ0596
 OQ0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0596'THIS STATION IS LOCATED IN THE TOWN OF ROCK RAPIDS, ON THE EAST
 OQ0596'SIDE OF U.S. HIGHWAY 75.  IT IS A 4 LEGGED STEEL STRUCTURE, 30
 OQ0596'FEET SQUARE AT THE BASE AND ABOUT 100 FEET HIGH.  IT IS SILVER
 OQ0596'IN COLOR.
 OQ0596'
 OQ0596'THE POINT INTERSECTED WAS THE BALL FINIAL.
 OQ0596
 OQ0596                          STATION RECOVERY (1978)
 OQ0596
 OQ0596'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 (DKH)
 OQ0596'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADDITIONS AND CHANGES
 OQ0596'ARE AS FOLLOWS-
 OQ0596'
 OQ0596'THE TANK IS LOCATED IN THE NORTHEAST QUADRANT AT THE INTERSECTION OF
 OQ0596'7TH AVENUE AND UNION STREET, ABOUT 0.45 MILE SOUTH OF TRUNK HIGHWAY 7,
 OQ0596'AND IS SILVER WITH A RED TOP.
 OQ0596'
 OQ0596'THE TANK WAS OBSERVED FROM STATIONS BRINKMAN, BRINKMAN NO 3 MNDT, AND
 OQ0596'EBEN MNDT. THE OBJECT SIGHTED WAS THE CENTER OF THE TOP.
 OQ0596
 OQ0596                          STATION RECOVERY (2002)
 OQ0596
 OQ0596'RECOVERY NOTE BY US POWER SQUADRON 2002 (MJP)
 OQ0596'TANK IS PAINTED SILVER WITH A SILVER TOP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0600 ***********************************************************************
 OQ0600  DESIGNATION -  ROCK RAPIDS NEW WATER TANK
 OQ0600  PID         -  OQ0600
 OQ0600  STATE/COUNTY-  IA/LYON
 OQ0600  USGS QUAD   -  ROCK RAPIDS (1971)
 OQ0600
 OQ0600                         *CURRENT SURVEY CONTROL
 OQ0600  ___________________________________________________________________
 OQ0600* NAD 83(1996)-  43 25 56.95953(N)    096 09 17.72041(W)     ADJUSTED  
 OQ0600* NAVD 88     -                                                        
 OQ0600  ___________________________________________________________________
 OQ0600  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 OQ0600  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 OQ0600
 OQ0600  HORZ ORDER  -  THIRD
 OQ0600
 OQ0600.The horizontal coordinates were established by classical geodetic methods
 OQ0600.and adjusted by the National Geodetic Survey in May 1999..
 OQ0600
 OQ0600
 OQ0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0600
 OQ0600.The geoid height was determined by GEOID03.
 OQ0600
 OQ0600;                    North         East     Units Scale Factor Converg.
 OQ0600;SPC IA N     - 1,218,040.327 1,285,067.520   MT  1.00003452   -1 47 57.7
 OQ0600;SPC MN S     -   150,356.395   625,526.705   MT  1.00009445   -1 30 37.6
 OQ0600;UTM  14      - 4,812,775.957   730,269.826   MT  1.00025229   +1 57 24.6
 OQ0600
 OQ0600                          SUPERSEDED SURVEY CONTROL
 OQ0600
 OQ0600  NAD 83(1996)-  43 25 56.95954(N)    096 09 17.72040(W) AD(       ) 4
 OQ0600  NAD 83(1996)-  43 25 56.95893(N)    096 09 17.71933(W) AD(       ) 4
 OQ0600  NAD 83(1996)-  43 25 56.95901(N)    096 09 17.71552(W) AD(       ) 4
 OQ0600  NAD 83(1986)-  43 25 56.95942(N)    096 09 17.70762(W) AD(       ) 4
 OQ0600  NAD 27      -  43 25 57.06787(N)    096 09 16.60596(W) AD(       ) 3
 OQ0600
 OQ0600.Superseded values are not recommended for survey control.
 OQ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0600.See file dsdata.txt to determine how the superseded data were derived.
 OQ0600
 OQ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP3027012776(NAD 83)
 OQ0600_MARKER: 52 = STANDPIPE TANK
 OQ0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0600+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2002
 OQ0600
 OQ0600  HISTORY     - Date     Condition        Report By
 OQ0600  HISTORY     - 1978     FIRST OBSERVED   MNDT
 OQ0600  HISTORY     - 20020531 GOOD             USPSQD
 OQ0600
 OQ0600                          STATION DESCRIPTION
 OQ0600
 OQ0600'DESCRIBED BY MN DEPT OF TRANSP 1978 (DKH)
 OQ0600'THE STATION IS LOCATED NEAR THE EAST EDGE OF THE CITY OF ROCK RAPIDS,
 OQ0600'IOWA, ON THE SOUTH SIDE OF TRUNK HIGHWAY 9 IN THE SOUTHEAST QUADRANT
 OQ0600'AT THE CORNER OF 2ND AVENUE AND NORTH EAST STREET.
 OQ0600'
 OQ0600'THE STATION IS A SPHEROID SHAPED TANK SUPPORTED BY A SINGLE STANDPIPE,
 OQ0600'WHITE IN COLOR, ABOUT 140 FEET HIGH AND WAS BUILT IN 1972.
 OQ0600'
 OQ0600'THE TANK WAS OBSERVED FROM STATIONS EBEN MNDT, MINNWA MNDT AND
 OQ0600'BRINKMAN RM 3 MNDT.
 OQ0600
 OQ0600                          STATION RECOVERY (2002)
 OQ0600
 OQ0600'RECOVERY NOTE BY US POWER SQUADRON 2002 (MJP)
 OQ0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0613 ***********************************************************************
 OQ0613  DESIGNATION -  ROCK VALLEY CHRIST REFORM CH
 OQ0613  PID         -  OQ0613
 OQ0613  STATE/COUNTY-  IA/SIOUX
 OQ0613  USGS QUAD   -  ROCK VALLEY (1968)
 OQ0613
 OQ0613                         *CURRENT SURVEY CONTROL
 OQ0613  ___________________________________________________________________
 OQ0613* NAD 83(1996)-  43 12 23.07916(N)    096 17 52.92628(W)     ADJUSTED  
 OQ0613* NAVD 88     -                                                        
 OQ0613  ___________________________________________________________________
 OQ0613  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 OQ0613  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OQ0613
 OQ0613  HORZ ORDER  -  THIRD
 OQ0613
 OQ0613.The horizontal coordinates were established by classical geodetic methods
 OQ0613.and adjusted by the National Geodetic Survey in May 1999..
 OQ0613
 OQ0613
 OQ0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0613
 OQ0613.The geoid height was determined by GEOID03.
 OQ0613
 OQ0613;                    North         East     Units Scale Factor Converg.
 OQ0613;SPC IA N     - 1,193,310.451 1,272,654.606   MT  0.99998955   -1 53 46.9
 OQ0613;UTM  14      - 4,787,281.512   719,499.290   MT  1.00019272   +1 51 02.1
 OQ0613
 OQ0613                          SUPERSEDED SURVEY CONTROL
 OQ0613
 OQ0613  NAD 83(1996)-  43 12 23.07916(N)    096 17 52.92628(W) AD(       ) 4
 OQ0613  NAD 83(1996)-  43 12 23.07905(N)    096 17 52.92506(W) AD(       ) 4
 OQ0613  NAD 83(1996)-  43 12 23.07897(N)    096 17 52.92129(W) AD(       ) 4
 OQ0613  NAD 83(1986)-  43 12 23.08076(N)    096 17 52.91545(W) AD(       ) 4
 OQ0613  NAD 27      -  43 12 23.14000(N)    096 17 51.82000(W) AD(       ) 3
 OQ0613
 OQ0613.Superseded values are not recommended for survey control.
 OQ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0613.See file dsdata.txt to determine how the superseded data were derived.
 OQ0613
 OQ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1949987282(NAD 83)
 OQ0613
 OQ0613  HISTORY     - Date     Condition        Report By
 OQ0613  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0613
 OQ0613                          STATION DESCRIPTION
 OQ0613
 OQ0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0613'THIS STATION IS LOCATED IN THE NORTHWEST PART OF THE TOWN OF
 OQ0613'ROCK VALLEY.  IT IS A WOODEN STRUCTURE SET ON TOP OF A FRAME CHURCH.
 OQ0613'THE CHURCH AND STEEPLE ARE WHITE IN COLOR.  A WEATHER VANE WITH A
 OQ0613'BALL FINIAL IS MOUNTED ON TOP OF THE STEEPLE.
 OQ0613'
 OQ0613'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STEEPLE.
 OQ0613'
 OQ0613'TO REACH FROM THE POST OFFICE IN ROCK VALLEY, GO NORTH FOR 0.2
 OQ0613'MILE, THENCE WEST FOR 0.15 MILE TO THE CHURCH ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0615 ***********************************************************************
 OQ0615  DESIGNATION -  ROCK VALLEY MUNICIPAL TANK
 OQ0615  PID         -  OQ0615
 OQ0615  STATE/COUNTY-  IA/SIOUX
 OQ0615  USGS QUAD   -  ROCK VALLEY (1968)
 OQ0615
 OQ0615                         *CURRENT SURVEY CONTROL
 OQ0615  ___________________________________________________________________
 OQ0615* NAD 83(1996)-  43 12 05.60069(N)    096 17 39.37691(W)     ADJUSTED  
 OQ0615* NAVD 88     -                                                        
 OQ0615  ___________________________________________________________________
 OQ0615  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 OQ0615  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OQ0615
 OQ0615  HORZ ORDER  -  THIRD
 OQ0615
 OQ0615.The horizontal coordinates were established by classical geodetic methods
 OQ0615.and adjusted by the National Geodetic Survey in May 1999..
 OQ0615
 OQ0615
 OQ0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0615
 OQ0615.The geoid height was determined by GEOID03.
 OQ0615
 OQ0615;                    North         East     Units Scale Factor Converg.
 OQ0615;SPC IA N     - 1,192,761.247 1,272,942.478   MT  0.99998875   -1 53 37.7
 OQ0615;UTM  14      - 4,786,752.186   719,822.502   MT  1.00019447   +1 51 10.8
 OQ0615
 OQ0615                          SUPERSEDED SURVEY CONTROL
 OQ0615
 OQ0615  NAD 83(1996)-  43 12 05.60069(N)    096 17 39.37691(W) AD(       ) 4
 OQ0615  NAD 83(1996)-  43 12 05.60029(N)    096 17 39.37568(W) AD(       ) 4
 OQ0615  NAD 83(1996)-  43 12 05.60027(N)    096 17 39.37193(W) AD(       ) 4
 OQ0615  NAD 83(1986)-  43 12 05.60244(N)    096 17 39.36618(W) AD(       ) 4
 OQ0615  NAD 27      -  43 12 05.65800(N)    096 17 38.27300(W) AD(       ) 3
 OQ0615
 OQ0615.Superseded values are not recommended for survey control.
 OQ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0615.See file dsdata.txt to determine how the superseded data were derived.
 OQ0615
 OQ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1982386752(NAD 83)
 OQ0615_MARKER: 53 = ELEVATED TANK
 OQ0615
 OQ0615  HISTORY     - Date     Condition        Report By
 OQ0615  HISTORY     - 1949     FIRST OBSERVED   CGS
 OQ0615
 OQ0615                          STATION DESCRIPTION
 OQ0615
 OQ0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0615'THIS STATION IS LOCATED IN THE TOWN OF ROCK VALLEY, 0.15 MILE
 OQ0615'SOUTH OF THE POST OFFICE.  IT IS A 4 LEGGED STEEL STRUCTURE, 30
 OQ0615'FEET SQUARE AT THE BASE, AND ABOUT 150 FEET HIGH.  IT IS SILVER
 OQ0615'IN COLOR.
 OQ0615'
 OQ0615'THE POINT INTERSECTED WAS THE BALL FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0121 ***********************************************************************
 OQ0121  DESIGNATION -  ROCK VALLEY RESET
 OQ0121  PID         -  OQ0121
 OQ0121  STATE/COUNTY-  IA/SIOUX
 OQ0121  USGS QUAD   -  ROCK VALLEY (1968)
 OQ0121
 OQ0121                         *CURRENT SURVEY CONTROL
 OQ0121  ___________________________________________________________________
 OQ0121* NAD 83(1986)-  43 12 12.     (N)    096 17 40.     (W)     SCALED    
 OQ0121* NAVD 88     -       381.70   (meters)    1252.3    (feet)  RESET     
 OQ0121  ___________________________________________________________________
 OQ0121  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OQ0121
 OQ0121  VERT ORDER  -  THIRD
 OQ0121
 OQ0121.The horizontal coordinates were scaled from a topographic map and have
 OQ0121.an estimated accuracy of +/- 6 seconds.
 OQ0121
 OQ0121.The orthometric height was computed from unverified reset data.
 OQ0121
 OQ0121.The geoid height was determined by GEOID03.
 OQ0121
 OQ0121;                    North         East    Units  Estimated Accuracy
 OQ0121;SPC IA N     - 1,192,960.    1,272,940.      MT  (+/- 180 meters Scaled)
 OQ0121
 OQ0121                          SUPERSEDED SURVEY CONTROL
 OQ0121
 OQ0121.No superseded survey control is available for this station.
 OQ0121
 OQ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN198869(NAD 83)
 OQ0121_MARKER: DB = BENCH MARK DISK
 OQ0121_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OQ0121+WITH SETTING: INTO GROUND
 OQ0121_STAMPING: ROCK VALLEY RESET 1973
 OQ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0121+STABILITY: SURFACE MOTION
 OQ0121
 OQ0121  HISTORY     - Date     Condition        Report By
 OQ0121  HISTORY     - 1973     MONUMENTED       NGS
 OQ0121
 OQ0121                          STATION DESCRIPTION
 OQ0121
 OQ0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OQ0121'AT ROCK VALLEY.
 OQ0121'THE BENCH MARK IS A STANDARD DISK STAMPED ROCK VALLEY RESET
 OQ0121'1973, CRIMPED TO THE TOP OF A 5/8-INCH COPPER COATED ROD WITH A
 OQ0121'10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 OQ0121'PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE MARK IS BETWEEN
 OQ0121'MAIN STREET AND 17TH AVENUE, 100.8 FEET SOUTHEAST OF THE
 OQ0121'SOUTHEAST CORNER OF VALLEY VETERINARY CLINIC BUILDING, 3.4 FEET
 OQ0121'SOUTH OF THE SOUTH CONCRETE CURB OF 13TH STREET AND 2 FEET WEST
 OQ0121'OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0942 ***********************************************************************
 OQ0942  DESIGNATION -  ROCKPORT
 OQ0942  PID         -  OQ0942
 OQ0942  STATE/COUNTY-  IA/LYON
 OQ0942  USGS QUAD   -  ROCK RAPIDS (1971)
 OQ0942
 OQ0942                         *CURRENT SURVEY CONTROL
 OQ0942  ___________________________________________________________________
 OQ0942* NAD 83(1996)-  43 27 06.32890(N)    096 10 46.22266(W)     ADJUSTED  
 OQ0942* NAVD 88     -       413.9    (meters)    1358.     (feet)  VERTCON   
 OQ0942  ___________________________________________________________________
 OQ0942  X           -    -499,236.814 (meters)                     COMP
 OQ0942  Y           -  -4,610,913.081 (meters)                     COMP
 OQ0942  Z           -   4,364,338.680 (meters)                     COMP
 OQ0942  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 OQ0942  ELLIP HEIGHT-         387.23  (meters)          (05/06/99) GPS OBS
 OQ0942  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 OQ0942
 OQ0942  HORZ ORDER  -  THIRD
 OQ0942  ELLP ORDER  -  FOURTH    CLASS I
 OQ0942
 OQ0942.This mark is at Rock Rapids Municipal Airport (RRQ)
 OQ0942
 OQ0942.The horizontal coordinates were established by GPS observations
 OQ0942.and adjusted by the National Geodetic Survey in May 1999..
 OQ0942
 OQ0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0942
 OQ0942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0942
 OQ0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0942
 OQ0942.The ellipsoidal height was determined by GPS observations
 OQ0942.and is referenced to NAD 83.
 OQ0942
 OQ0942.The geoid height was determined by GEOID03.
 OQ0942
 OQ0942;                    North         East     Units Scale Factor Converg.
 OQ0942;SPC IA N     - 1,220,242.965 1,283,145.805   MT  1.00003908   -1 48 57.7
 OQ0942;SPC MN S     -   152,549.443   623,593.814   MT  1.00008831   -1 31 39.6
 OQ0942;UTM  14      - 4,814,848.396   728,207.502   MT  1.00024065   +1 56 26.2
 OQ0942
 OQ0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0942!SPC IA N     -   0.99993928  x   1.00003908  =   0.99997836
 OQ0942!SPC MN S     -   0.99993928  x   1.00008831  =   1.00002758
 OQ0942!UTM  14      -   0.99993928  x   1.00024065  =   1.00017992
 OQ0942
 OQ0942:                Primary Azimuth Mark                     Grid Az
 OQ0942:SPC IA N     -  ROCKPORT AZ MK                           353 24 22.5
 OQ0942:SPC MN S     -  ROCKPORT AZ MK                           353 07 04.4
 OQ0942:UTM  14      -  ROCKPORT AZ MK                           349 38 58.6
 OQ0942
 OQ0942|---------------------------------------------------------------------|
 OQ0942| PID    Reference Object                     Distance      Geod. Az  |
 OQ0942|                                                           dddmmss.s |
 OQ0942| OQ0943 ROCKPORT AZ MK                      407.687 METERS 3513524.8 |
 OQ0942|---------------------------------------------------------------------|
 OQ0942
 OQ0942                          SUPERSEDED SURVEY CONTROL
 OQ0942
 OQ0942  NAD 83(1996)-  43 27 06.32890(N)    096 10 46.22266(W) AD(       ) 3
 OQ0942  NAD 83(1996)-  43 27 06.32890(N)    096 10 46.22266(W) AD(       ) 3
 OQ0942  NAD 83(1996)-  43 27 06.32717(N)    096 10 46.21340(W) AD(       ) 3
 OQ0942  NAD 83(1986)-  43 27 06.33006(N)    096 10 46.21179(W) AD(       ) 3
 OQ0942  NGVD 29 (07/09/90)  413.6    (m)         1357.     (f) GPS OBS        
 OQ0942
 OQ0942.Superseded values are not recommended for survey control.
 OQ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0942.See file dsdata.txt to determine how the superseded data were derived.
 OQ0942
 OQ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2820814848(NAD 83)
 OQ0942_MARKER: I = METAL ROD
 OQ0942_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0942_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OQ0942_STAMPING: ROCKPORT 1989
 OQ0942_MARK LOGO: NGS   
 OQ0942_PROJECTION: FLUSH
 OQ0942_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0942+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 OQ0942_ROD/PIPE-DEPTH: 8.2  meters
 OQ0942_SLEEVE-DEPTH  : 0.91 meters
 OQ0942
 OQ0942  HISTORY     - Date     Condition        Report By
 OQ0942  HISTORY     - 1989     MONUMENTED       NGS
 OQ0942  HISTORY     - 20060719 GOOD             INDIV
 OQ0942
 OQ0942                          STATION DESCRIPTION
 OQ0942
 OQ0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OQ0942'THE STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) NORTH OF ROCK RAPIDS, AT
 OQ0942'THE ROCK RAPIDS MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE ENTRANCE
 OQ0942'RAMP AND RUNWAY.  OWNERSHIP--CITY OF ROCK RAPIDS, ROCK RAPIDS, IA
 OQ0942'51246, PHONE 712-472-3797.  THERE IS NO AIRPORT MANAGER.  CONTACT DR.
 OQ0942'L.A. BLANDON, PHONE 712-472-3797 OR MIKE CLEVERING 712-472-4023 WHO
 OQ0942'ARE ON THE AIRPORT AUTHORITY BOARD.
 OQ0942'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75 SOUTH AND
 OQ0942'STATE HIGHWAY 9 (UNION STREET) IN THE NORTHWEST SECTION OF ROCK
 OQ0942'RAPIDS, GO NORTH ON UNION STREET FOR 2.9 KM (1.80 MI) TO THE AIRPORT
 OQ0942'ENTRANCE ON THE LEFT.  TURN LEFT, WEST, FOR 0.16 KM (0.10 MI) ONTO THE
 OQ0942'APRON AND ENTRANCE RAMP TO THE JUNCTION OF THE RUNWAY AND STATION ON
 OQ0942'THE LEFT.
 OQ0942'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND AND
 OQ0942'ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.
 OQ0942'LOCATED 15.3 M (50.2 FT) EAST OF THE CENTER OF THE RUNWAY, 14.35 M
 OQ0942'(47.1 FT) WEST-NORTHWEST OF THE CENTER OF TWO CONCRETE PIPE CULVERTS
 OQ0942'UNDER THE ENTRANCE RAMP, 9.7 M (31.8 FT) SOUTH OF THE CENTER OF THE
 OQ0942'ENTRANCE RAMP, 3.8 M (12.5 FT) EAST OF A FIBERGLASS WITNESS POST AND
 OQ0942'3.7 M (12.1 FT) EAST OF A RAMP BEACON LIGHT.
 OQ0942'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OQ0942'DESCRIBED BY M. L. MCCREADY.
 OQ0942
 OQ0942                          STATION RECOVERY (2006)
 OQ0942
 OQ0942'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 OQ0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0943 ***********************************************************************
 OQ0943  DESIGNATION -  ROCKPORT AZ MK
 OQ0943  PID         -  OQ0943
 OQ0943  STATE/COUNTY-  IA/LYON
 OQ0943  USGS QUAD   -  ROCK RAPIDS (1971)
 OQ0943
 OQ0943                         *CURRENT SURVEY CONTROL
 OQ0943  ___________________________________________________________________
 OQ0943* NAD 83(1996)-  43 27 19.39703(N)    096 10 48.87475(W)     ADJUSTED  
 OQ0943* NAVD 88     -       414.3    (meters)    1359.     (feet)  VERTCON   
 OQ0943  ___________________________________________________________________
 OQ0943  X           -    -499,266.271 (meters)                     COMP
 OQ0943  Y           -  -4,610,631.204 (meters)                     COMP
 OQ0943  Z           -   4,364,631.778 (meters)                     COMP
 OQ0943  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 OQ0943  ELLIP HEIGHT-         387.68  (meters)          (05/06/99) GPS OBS
 OQ0943  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 OQ0943
 OQ0943  HORZ ORDER  -  THIRD
 OQ0943  ELLP ORDER  -  FOURTH    CLASS I
 OQ0943
 OQ0943.This mark is at Rock Rapids Municipal Airport (RRQ)
 OQ0943
 OQ0943.The horizontal coordinates were established by GPS observations
 OQ0943.and adjusted by the National Geodetic Survey in May 1999..
 OQ0943
 OQ0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0943
 OQ0943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0943
 OQ0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0943
 OQ0943.The ellipsoidal height was determined by GPS observations
 OQ0943.and is referenced to NAD 83.
 OQ0943
 OQ0943.The geoid height was determined by GEOID03.
 OQ0943
 OQ0943;                    North         East     Units Scale Factor Converg.
 OQ0943;SPC IA N     - 1,220,647.971 1,283,098.989   MT  1.00003995   -1 48 59.5
 OQ0943;SPC MN S     -   152,954.228   623,544.957   MT  1.00008716   -1 31 41.5
 OQ0943;UTM  14      - 4,815,249.545   728,134.236   MT  1.00024024   +1 56 24.8
 OQ0943
 OQ0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0943!SPC IA N     -   0.99993921  x   1.00003995  =   0.99997916
 OQ0943!SPC MN S     -   0.99993921  x   1.00008716  =   1.00002636
 OQ0943!UTM  14      -   0.99993921  x   1.00024024  =   1.00017944
 OQ0943
 OQ0943:                Primary Azimuth Mark                     Grid Az
 OQ0943:SPC IA N     -  ROCKPORT                                 173 24 22.4
 OQ0943:SPC MN S     -  ROCKPORT                                 173 07 04.4
 OQ0943:UTM  14      -  ROCKPORT                                 169 38 58.1
 OQ0943
 OQ0943|---------------------------------------------------------------------|
 OQ0943| PID    Reference Object                     Distance      Geod. Az  |
 OQ0943|                                                           dddmmss.s |
 OQ0943| OQ0942 ROCKPORT                            407.687 METERS 1713522.9 |
 OQ0943|---------------------------------------------------------------------|
 OQ0943
 OQ0943                          SUPERSEDED SURVEY CONTROL
 OQ0943
 OQ0943  NAD 83(1996)-  43 27 19.39703(N)    096 10 48.87475(W) AD(       ) 3
 OQ0943  NAD 83(1996)-  43 27 19.39703(N)    096 10 48.87475(W) AD(       ) 3
 OQ0943  NAD 83(1996)-  43 27 19.39530(N)    096 10 48.86547(W) AD(       ) 3
 OQ0943  NAD 83(1986)-  43 27 19.39819(N)    096 10 48.86384(W) AD(       ) 3
 OQ0943  NGVD 29 (07/09/90)  414.1    (m)         1359.     (f) GPS OBS        
 OQ0943
 OQ0943.Superseded values are not recommended for survey control.
 OQ0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0943.See file dsdata.txt to determine how the superseded data were derived.
 OQ0943
 OQ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2813415250(NAD 83)
 OQ0943_MARKER: I = METAL ROD
 OQ0943_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0943_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OQ0943_STAMPING: ROCKPORT AZ MK 1989
 OQ0943_MARK LOGO: NGS   
 OQ0943_PROJECTION: FLUSH
 OQ0943_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0943+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OQ0943_ROD/PIPE-DEPTH: 7.9  meters
 OQ0943_SLEEVE-DEPTH  : 0.91 meters
 OQ0943
 OQ0943  HISTORY     - Date     Condition        Report By
 OQ0943  HISTORY     - 1989     MONUMENTED       NGS
 OQ0943
 OQ0943                          STATION DESCRIPTION
 OQ0943
 OQ0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OQ0943'THE STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) NORTH OF ROCK RAPIDS, AT
 OQ0943'THE ROCK RAPIDS MUNICIPAL AIRPORT AND ON THE SOUTH SIDE OF THE
 OQ0943'TURN-AROUND FOR THE END OF RUNWAY 16.  OWNERSHIP--CITY OF ROCK RAPIDS,
 OQ0943'ROCK RAPIDS, IA 51246, PHONE 712-472-3797.  THERE IS NO AIRPORT
 OQ0943'MANAGER.  CONTACT DR. L.A. BLANDON AT 712-472-3797 OR MIKE CLEVERING
 OQ0943'AT 712-472-4023.  THEY ARE ON THE AIRPORT AUTHORITY BOARD.
 OQ0943'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75 SOUTH AND
 OQ0943'STATE HIGHWAY 9, UNION STREET, IN THE NORTHWEST SECTION OF ROCK
 OQ0943'RAPIDS, GO NORTH ON UNION STREET FOR 2.29 KM (1.40 MI) TO THE AIRPORT
 OQ0943'ENTRANCE ON THE LEFT.  TURN LEFT, WEST, FOR 0.16 KM (0.10 MI) ON THE
 OQ0943'APRON AND ENTRANCE RAMP TO THE JUNCTION OF THE RUNWAY.  TURN RIGHT AND
 OQ0943'GO FOR 0.4 KM (0.25 MI) TO THE TURN-AROUND AND THE STATION ON THE
 OQ0943'RIGHT.
 OQ0943'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 OQ0943'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 OQ0943'SURROUNDED BY CONCRETE.  LOCATED 14.9 M (48.9 FT) EAST OF THE CENTER
 OQ0943'OF THE RUNWAY, 13.4 M (44.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF
 OQ0943'THE TURN-AROUND, 2.3 M (7.5 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 OQ0943'TURN-AROUND AND 2.2 M (7.2 FT) SOUTHEAST OF A WITNESS POST.
 OQ0943'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OQ0943'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0822 ***********************************************************************
 NL0822  DESIGNATION -  ROCKWELL CITY
 NL0822  PID         -  NL0822
 NL0822  STATE/COUNTY-  IA/CALHOUN
 NL0822  USGS QUAD   -  ROCKWELL CITY (1980)
 NL0822
 NL0822                         *CURRENT SURVEY CONTROL
 NL0822  ___________________________________________________________________
 NL0822* NAD 83(1996)-  42 23 44.43702(N)    094 38 01.16991(W)     ADJUSTED  
 NL0822* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 NL0822  ___________________________________________________________________
 NL0822  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 NL0822  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 NL0822
 NL0822  HORZ ORDER  -  FIRST
 NL0822
 NL0822.The horizontal coordinates were established by classical geodetic methods
 NL0822.and adjusted by the National Geodetic Survey in May 1999..
 NL0822
 NL0822.The orthometric height was scaled from a topographic map.
 NL0822
 NL0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0822
 NL0822.The geoid height was determined by GEOID03.
 NL0822
 NL0822;                    North         East     Units Scale Factor Converg.
 NL0822;SPC IA N     - 1,100,114.036 1,406,666.506   MT  0.99995658   -0 46 06.0
 NL0822;UTM  15      - 4,695,001.919   365,544.012   MT  0.99982243   -1 06 06.0
 NL0822
 NL0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0822!SPC IA N     -   0.99994651  x   0.99995658  =   0.99990309
 NL0822!UTM  15      -   0.99994651  x   0.99982243  =   0.99976895
 NL0822
 NL0822:                Primary Azimuth Mark                     Grid Az
 NL0822:SPC IA N     -  ROCKWELL CITY WOMENS REF TANK            096 43 04.2
 NL0822:UTM  15      -  ROCKWELL CITY WOMENS REF TANK            097 03 04.2
 NL0822
 NL0822|---------------------------------------------------------------------|
 NL0822| PID    Reference Object                     Distance      Geod. Az  |
 NL0822|                                                           dddmmss.s |
 NL0822| NL0817 ROCKWELL CITY WOMENS REF TANK       APPROX. 2.5 KM 0955658.2 |
 NL0822| NL0803 FARNHAMVILLE MUNICIPAL TANK         APPROX.23.1 KM 1251125.0 |
 NL0822| NL0818 LOHRVILLE MUNICIPAL TANK            APPROX.15.7 KM 1530527.6 |
 NL0822| NL0165 ROCKWELL CITY RM 1                   51.886 METERS 18801     |
 NL0822| NL0819 LAKE CITY MUNICIPAL TANK            APPROX.16.4 KM 2103406.4 |
 NL0822| NL0852 AUBURN MUNICIPAL TANK               APPROX.25.5 KM 2310524.0 |
 NL0822| CI7063 ROCKWELL CITY RM 2                   41.593 METERS 27328     |
 NL0822| CI7062 ROCKWELL CITY AZ MK                                2733754.0 |
 NL0822| NL0824 ROCKWELL CITY ST FRANCIS SCH        APPROX. 0.5 KM 2795533.7 |
 NL0822| NL0823 ROCKWELL CITY MUNICIPAL TANK        147.560 METERS 29610     |
 NL0822| NL0821 JOLLEY FARMERS ELEV CO TOWER        APPROX.11.6 KM 3221024.9 |
 NL0822|---------------------------------------------------------------------|
 NL0822
 NL0822                          SUPERSEDED SURVEY CONTROL
 NL0822
 NL0822  NAD 83(1996)-  42 23 44.43531(N)    094 38 01.17036(W) AD(       ) 1
 NL0822  NAD 83(1986)-  42 23 44.43097(N)    094 38 01.17042(W) AD(       ) 1
 NL0822  NAD 27      -  42 23 44.50500(N)    094 38 00.24700(W) AD(       ) 1
 NL0822
 NL0822.Superseded values are not recommended for survey control.
 NL0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0822.See file dsdata.txt to determine how the superseded data were derived.
 NL0822
 NL0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG6554495002(NAD 83)
 NL0822_MARKER: DS = TRIANGULATION STATION DISK
 NL0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0822
 NL0822  HISTORY     - Date     Condition        Report By
 NL0822  HISTORY     - 1934     MONUMENTED       CGS
 NL0822  HISTORY     - 1974     GOOD             IAHD
 NL0822
 NL0822                          STATION DESCRIPTION
 NL0822
 NL0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0822'THIS STATION IS IN THE NE CORNER OF THE COURTHOUSE SQUARE, CORNER
 NL0822'OF MAIN AND FOURTH STREETS, ROCKWELL CITY.  IN THE NE 1/4
 NL0822'SECTION 36, T 88 N, R 33 W.  THE MARK IS 13 FEET NE OF THE NE
 NL0822'FACE OF THE BASE OF THE CIVIL WAR MONUMENT.  15 FEET S OF THE
 NL0822'S CURB OF MAIN STREET.  17 FEET W OF THE W CURB OF FOURTH STREET,
 NL0822'AND IS SET FLUSH.
 NL0822'
 NL0822'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0822'BRONZE DISKS SET IN CONCRETE.
 NL0822'
 NL0822'REFERENCE MARK NO. 1 IS S OF THE STATION.  1 FOOT N OF THE
 NL0822'SIDEWALK LEADING E FROM THE CENTER OF THE COURTHOUSE.  40 FEET
 NL0822'W OF THE W CURB OF FOURTH STREET.  209.54 FEET SE OF REFERENCE
 NL0822'MARK NO. 2, AND IS SET FLUSH.
 NL0822'
 NL0822'REFERENCE MARK NO. 2 IS W OF THE STATION, 1 FOOT E OF THE
 NL0822'SIDEWALK LEADING N FROM THE CENTER OF THE COURTHOUSE.  5 FEET
 NL0822'S OF THE S CURB OF MAIN STREET, AND IS SET FLUSH.
 NL0822'
 NL0822'THE AZIMUTH MARK IS 3 BLOCKS W OF THE STATION.  IN THE NW CORNER
 NL0822'OF THE INTERSECTION OF MAIN AND SEVENTH STREETS, 5 FEET WNW
 NL0822'OF A FIRE HYDRANT, AND IS SET FLUSH.
 NL0822'
 NL0822'ALL LIGHTS COME INTO VIEW AT 70 FEET.
 NL0822
 NL0822                          STATION RECOVERY (1974)
 NL0822
 NL0822'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1974 (ONS)
 NL0822'ROCKWELL CITY NO. 1 1934 - GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0823 ***********************************************************************
 NL0823  DESIGNATION -  ROCKWELL CITY MUNICIPAL TANK
 NL0823  PID         -  NL0823
 NL0823  STATE/COUNTY-  IA/CALHOUN
 NL0823  USGS QUAD   -  ROCKWELL CITY (1980)
 NL0823
 NL0823                         *CURRENT SURVEY CONTROL
 NL0823  ___________________________________________________________________
 NL0823* NAD 83(1996)-  42 23 46.54587(N)    094 38 06.96060(W)     ADJUSTED  
 NL0823* NAVD 88     -                                                        
 NL0823  ___________________________________________________________________
 NL0823  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 NL0823  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 NL0823
 NL0823  HORZ ORDER  -  THIRD
 NL0823
 NL0823.The horizontal coordinates were established by classical geodetic methods
 NL0823.and adjusted by the National Geodetic Survey in May 1999..
 NL0823
 NL0823
 NL0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0823
 NL0823.The geoid height was determined by GEOID03.
 NL0823
 NL0823;                    North         East     Units Scale Factor Converg.
 NL0823;SPC IA N     - 1,100,180.874 1,406,534.959   MT  0.99995653   -0 46 09.9
 NL0823;UTM  15      - 4,695,069.513   365,412.873   MT  0.99982287   -1 06 09.9
 NL0823
 NL0823                          SUPERSEDED SURVEY CONTROL
 NL0823
 NL0823  NAD 83(1996)-  42 23 46.54403(N)    094 38 06.96059(W) AD(       ) 4
 NL0823  NAD 83(1986)-  42 23 46.53998(N)    094 38 06.96147(W) AD(       ) 4
 NL0823  NAD 27      -  42 23 46.61400(N)    094 38 06.03900(W) AD(       ) 3
 NL0823
 NL0823.Superseded values are not recommended for survey control.
 NL0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0823.See file dsdata.txt to determine how the superseded data were derived.
 NL0823
 NL0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG6541395070(NAD 83)
 NL0823_MARKER: 53 = ELEVATED TANK
 NL0823
 NL0823  HISTORY     - Date     Condition        Report By
 NL0823  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0823
 NL0823                          STATION DESCRIPTION
 NL0823
 NL0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0823'THIS TANK IS THE MUNICIPAL TANK OF ROCKWELL CITY, IOWA.  IT
 NL0823'IS LOCATED IN THE CENTRAL PART OF THE TOWN NEAR THE NW CORNER
 NL0823'OF THE SQUARE.  IT IS IN THE CENTER OF A BLOCK WHICH IS BOUNDED
 NL0823'ON THE N BY LAKE STREET, ON THE E BY THIRD STREET, ON THE S BY
 NL0823'MAIN STREET, AND ON THE W BY FOURTH STREET.  IT IS IN SECTION
 NL0823'3, T 88 N, R 33 W.  IT WAS ERECTED IN 1927.
 NL0823'
 NL0823'THE TANK HAS FOUR BLACK TRUSS WORK LEGS 100 FEET HIGH.  THE
 NL0823'OVAL SECTION OF THE TANK EXTENDS DOWNWARD ABOUT 15 FEET, FROM
 NL0823'THE CENTER OF WHICH A GRAY FEED PIPE JACKET EXTENDS TO THE GROUND.
 NL0823'AROUND THE TOP OF THE FEED PIPE JACKET THERE IS AN IRON
 NL0823'STAGING, FROM WHICH A BRIDGE EXTENDS TO THE NE LEG.  THE
 NL0823'VERTICAL SECTION IS 28 FEET HIGH, HAS A CAT-WALK AND SILVER
 NL0823'RAIL AROUND ITS BASE.  THE CONICAL SILVER ROOF IS 10 FEET
 NL0823'HIGH WITH PROJECTING EAVES AND HAS A SILVER BALL IN ITS TOP.
 NL0823'THE TOTAL HEIGHT IS 138 FEET.  THE LEGS ARE BRACED BY TWO
 NL0823'SETS OF HORIZONTAL CROSS-MEMBERS, AND THERE IS A RED FIRE
 NL0823'SIREN ON THE SECOND SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0165 ***********************************************************************
 NL0165  DESIGNATION -  ROCKWELL CITY RM 1
 NL0165  PID         -  NL0165
 NL0165  STATE/COUNTY-  IA/CALHOUN
 NL0165  USGS QUAD   -  ROCKWELL CITY (1980)
 NL0165
 NL0165                         *CURRENT SURVEY CONTROL
 NL0165  ___________________________________________________________________
 NL0165* NAD 83(1986)-  42 23 44.     (N)    094 38 01.     (W)     SCALED    
 NL0165* NAVD 88     -       376.011  (meters)    1233.63   (feet)  ADJUSTED  
 NL0165  ___________________________________________________________________
 NL0165  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 NL0165  DYNAMIC HT  -         375.869 (meters)    1233.16  (feet)  COMP
 NL0165  MODELED GRAV-     980,233.7   (mgal)                       NAVD 88
 NL0165
 NL0165  VERT ORDER  -  SECOND    CLASS 0
 NL0165
 NL0165.The horizontal coordinates were scaled from a topographic map and have
 NL0165.an estimated accuracy of +/- 6 seconds.
 NL0165
 NL0165.The orthometric height was determined by differential leveling
 NL0165.and adjusted by the National Geodetic Survey in June 1991..
 NL0165
 NL0165.The geoid height was determined by GEOID03.
 NL0165
 NL0165.The dynamic height is computed by dividing the NAVD 88
 NL0165.geopotential number by the normal gravity value computed on the
 NL0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0165.degrees latitude (g = 980.6199 gals.).
 NL0165
 NL0165.The modeled gravity was interpolated from observed gravity values.
 NL0165
 NL0165;                    North         East    Units  Estimated Accuracy
 NL0165;SPC IA N     - 1,100,100.    1,406,670.      MT  (+/- 180 meters Scaled)
 NL0165
 NL0165                          SUPERSEDED SURVEY CONTROL
 NL0165
 NL0165  NGVD 29 (??/??/92)  375.927  (m)         1233.35   (f) ADJ UNCH    2 0
 NL0165
 NL0165.Superseded values are not recommended for survey control.
 NL0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0165.See file dsdata.txt to determine how the superseded data were derived.
 NL0165
 NL0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG655949(NAD 83)
 NL0165_MARKER: DR = REFERENCE MARK DISK
 NL0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0165_STAMPING: ROCKWELL CITY NO 1 1934
 NL0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0165+STABILITY: SURFACE MOTION
 NL0165
 NL0165  HISTORY     - Date     Condition        Report By
 NL0165  HISTORY     - 1934     MONUMENTED       CGS
 NL0165  HISTORY     - 1935     GOOD             NGS
 NL0165
 NL0165                          STATION DESCRIPTION
 NL0165
 NL0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NL0165'AT ROCKWELL CITY.
 NL0165'AT ROCKWELL CITY, CALHOUN COUNTY, AT THE COURTHOUSE, 61 FEET EAST
 NL0165'OF THE EAST DOOR, AND 1 FOOT NORTH OF A WALK.  A STANDARD
 NL0165'REFERENCE-MARK DISK, STAMPED ROCKWELL CITY NO 1 1934 AND SET IN
 NL0165'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0824 ***********************************************************************
 NL0824  DESIGNATION -  ROCKWELL CITY ST FRANCIS SCH
 NL0824  PID         -  NL0824
 NL0824  STATE/COUNTY-  IA/CALHOUN
 NL0824  USGS QUAD   -  ROCKWELL CITY (1980)
 NL0824
 NL0824                         *CURRENT SURVEY CONTROL
 NL0824  ___________________________________________________________________
 NL0824* NAD 83(1996)-  42 23 47.44666(N)    094 38 24.37793(W)     ADJUSTED  
 NL0824* NAVD 88     -                                                        
 NL0824  ___________________________________________________________________
 NL0824  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 NL0824  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 NL0824
 NL0824  HORZ ORDER  -  THIRD
 NL0824
 NL0824.The horizontal coordinates were established by classical geodetic methods
 NL0824.and adjusted by the National Geodetic Survey in May 1999..
 NL0824
 NL0824
 NL0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0824
 NL0824.The geoid height was determined by GEOID03.
 NL0824
 NL0824;                    North         East     Units Scale Factor Converg.
 NL0824;SPC IA N     - 1,100,214.026 1,406,137.040   MT  0.99995651   -0 46 21.7
 NL0824;UTM  15      - 4,695,104.974   365,015.206   MT  0.99982419   -1 06 21.7
 NL0824
 NL0824                          SUPERSEDED SURVEY CONTROL
 NL0824
 NL0824  NAD 83(1996)-  42 23 47.44492(N)    094 38 24.37804(W) AD(       ) 4
 NL0824  NAD 83(1986)-  42 23 47.44081(N)    094 38 24.37874(W) AD(       ) 4
 NL0824  NAD 27      -  42 23 47.51600(N)    094 38 23.45500(W) AD(       ) 3
 NL0824
 NL0824.Superseded values are not recommended for survey control.
 NL0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0824.See file dsdata.txt to determine how the superseded data were derived.
 NL0824
 NL0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG6501595105(NAD 83)
 NL0824_MARKER: 75 = BELFRY
 NL0824
 NL0824  HISTORY     - Date     Condition        Report By
 NL0824  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0824
 NL0824                          STATION DESCRIPTION
 NL0824
 NL0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0824'THIS STATION IS THE BELFRY ON THE ST. FRANCIS SCHOOL, ROCKWELL
 NL0824'CITY.  IT IS LOCATED IN THE W SIDE OF EIGHTH STREET (STATE
 NL0824'HIGHWAY 17) IN THE WESTERN PART OF ROCKWELL CITY, IN SECTION
 NL0824'3, T 88 N, R 33 W.  THE BUILDING IS OF GRAY STUCCO AND OF
 NL0824'RECENT CONSTRUCTION.
 NL0824'
 NL0824'THE BELFRY IS OVER THE MAIN ENTRANCE AND RISES FROM THE ROOF
 NL0824'IN THE FORM OF A GREEN-SHINGLED TRUNCATED FOUR-SIDED PYRAMID
 NL0824'ABOUT 6 FEET HIGH.  RESTING ON THIS THERE IS A WHITE OPEN
 NL0824'BELFRY WITH GREEN POSTS AND WHITE RAILS ACROSS THE BOTTOM OF
 NL0824'EACH OF THE FOUR OPENINGS.  THERE IS A LARGE BLACK BELL
 NL0824'INSIDE.  ABOVE THIS THERE IS A STUBBY, GREEN-SHINGLED PYRAMID
 NL0824'ABOUT 15 FEET HIGH AND WHOSE BASE IF LARGER THAN THE BELFRY
 NL0824'BELOW, SO THAT THE BOTTOM OF THE PYRAMID EXTENDS OUT OVER
 NL0824'THE BELFRY ON ALL SIDES.  AT THE TOP OF THE PYRAMID THERE IS
 NL0824'A SLIM, GOLD, LATIN CROSS.  THE TOTAL HEIGHT IS ABOUT 60
 NL0824'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0817 ***********************************************************************
 NL0817  DESIGNATION -  ROCKWELL CITY WOMENS REF TANK
 NL0817  PID         -  NL0817
 NL0817  STATE/COUNTY-  IA/CALHOUN
 NL0817  USGS QUAD   -  RICHARD (1980)
 NL0817
 NL0817                         *CURRENT SURVEY CONTROL
 NL0817  ___________________________________________________________________
 NL0817* NAD 83(1996)-  42 23 35.99757(N)    094 36 12.10517(W)     ADJUSTED  
 NL0817* NAVD 88     -                                                        
 NL0817  ___________________________________________________________________
 NL0817  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 NL0817  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 NL0817
 NL0817  HORZ ORDER  -  THIRD
 NL0817
 NL0817.The horizontal coordinates were established by classical geodetic methods
 NL0817.and adjusted by the National Geodetic Survey in May 1999..
 NL0817
 NL0817
 NL0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0817
 NL0817.The geoid height was determined by GEOID03.
 NL0817
 NL0817;                    North         East     Units Scale Factor Converg.
 NL0817;SPC IA N     - 1,099,820.662 1,409,157.198   MT  0.99995677   -0 44 52.1
 NL0817;UTM  15      - 4,694,694.103   368,032.610   MT  0.99981428   -1 04 52.2
 NL0817
 NL0817                          SUPERSEDED SURVEY CONTROL
 NL0817
 NL0817  NAD 83(1996)-  42 23 35.99580(N)    094 36 12.10543(W) AD(       ) 4
 NL0817  NAD 83(1986)-  42 23 35.99139(N)    094 36 12.10690(W) AD(       ) 4
 NL0817  NAD 27      -  42 23 36.06600(N)    094 36 11.18500(W) AD(       ) 3
 NL0817
 NL0817.Superseded values are not recommended for survey control.
 NL0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0817.See file dsdata.txt to determine how the superseded data were derived.
 NL0817
 NL0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG6803394694(NAD 83)
 NL0817_MARKER: 53 = ELEVATED TANK
 NL0817
 NL0817  HISTORY     - Date     Condition        Report By
 NL0817  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0817
 NL0817                          STATION DESCRIPTION
 NL0817
 NL0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0817'THIS STATION IS THE BLACK TANK AT THE WOMENS REFORMATORY
 NL0817'NEAR ROCKWELL CITY, IOWA.  IT IS 1.2 MILES ESE OF ROCKWELL
 NL0817'CITY, AND 0.7 MILE S OF U.S. HIGHWAY 20, IN SECTION 32, T 88
 NL0817'N, R 32 W.  IT IS IN A FIELD ABOUT 500 FEET N OF THE MAIN
 NL0817'BUILDINGS.
 NL0817'
 NL0817'THE TANK HAS FOUR BLACK I-BEAM LEGS WHICH ARE VERTICAL AND
 NL0817'EXTEND UPWARD ABOUT 20 FEET.  FROM THIS POINT THE LEGS ARE
 NL0817'TRUSSWORK AND SLOPE INWARD AND UPWARD ABOUT 60 FEET.  THE OVAL
 NL0817'SECTION OF THE TANK EXTENDS DOWNWARD ABOUT 10 FEET, FROM
 NL0817'THE CENTER OF WHICH A BLACK FEED PIPE JACKET EXTENDS DOWN
 NL0817'VERTICALLY TO THE POINT WHERE THE LEGS BEGIN TO SLOPE INWARDLY.
 NL0817'FROM HERE THE JACKET TURNS OFF AT A 45 DEG ANGLE AND GOES
 NL0817'OVER TO THE NE LEG, AND THENCE STRAIGHT DOWN TO THE GROUND.
 NL0817'THE VERTICAL SECTION IS ABOUT 15 FEET HIGH AND HAS A CAT-WALK
 NL0817'AND RAIL AROUND ITS BASE.  THE ROOF IS CONICAL, ABOUT 8 FEET
 NL0817'HIGH AND HAS A SILVER BALL AT ITS APEX.  THE TOTAL HEIGHT
 NL0817'IS ABOUT 105 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0681 ***********************************************************************
 NK0681  DESIGNATION -  ROCKWELL ET
 NK0681  PID         -  NK0681
 NK0681  STATE/COUNTY-  IA/CERRO GORDO
 NK0681  USGS QUAD   -  SHEFFIELD (1972)
 NK0681
 NK0681                         *CURRENT SURVEY CONTROL
 NK0681  ___________________________________________________________________
 NK0681* NAD 83(1996)-  42 59 03.87574(N)    093 11 15.75819(W)     ADJUSTED  
 NK0681* NAVD 88     -       395.8    (meters)    1299.     (feet)  VERTCON   
 NK0681  ___________________________________________________________________
 NK0681  LAPLACE CORR-         -16.45  (seconds)                    DEFLEC99
 NK0681  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 NK0681
 NK0681  HORZ ORDER  -  SECOND
 NK0681
 NK0681.The horizontal coordinates were established by classical geodetic methods
 NK0681.and adjusted by the National Geodetic Survey in May 1999..
 NK0681
 NK0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0681
 NK0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0681
 NK0681.The geoid height was determined by GEOID03.
 NK0681
 NK0681;                    North         East     Units Scale Factor Converg.
 NK0681;SPC IA N     - 1,164,932.396 1,525,469.755   MT  0.99996062   +0 12 41.9
 NK0681;UTM  15      - 4,759,100.639   484,696.148   MT  0.99960288   -0 07 40.7
 NK0681
 NK0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0681!SPC IA N     -   0.99994244  x   0.99996062  =   0.99990306
 NK0681!UTM  15      -   0.99994244  x   0.99960288  =   0.99954534
 NK0681
 NK0681:                Primary Azimuth Mark                     Grid Az
 NK0681:SPC IA N     -  17 251                                   348 58 53.8
 NK0681:UTM  15      -  17 251                                   349 19 16.4
 NK0681
 NK0681|---------------------------------------------------------------------|
 NK0681| PID    Reference Object                     Distance      Geod. Az  |
 NK0681|                                                           dddmmss.s |
 NK0681| NK0195 17 251                                             3491135.7 |
 NK0681|---------------------------------------------------------------------|
 NK0681
 NK0681                          SUPERSEDED SURVEY CONTROL
 NK0681
 NK0681  NAD 83(1996)-  42 59 03.87574(N)    093 11 15.75817(W) AD(       ) 2
 NK0681  NAD 83(1986)-  42 59 03.86969(N)    093 11 15.75083(W) AD(       ) 2
 NK0681  NAD 27      -  42 59 03.99522(N)    093 11 15.03254(W) AD(       ) 2
 NK0681  NGVD 29 (07/19/86)  395.8    (m)         1299.     (f) VERT ANG       
 NK0681
 NK0681.Superseded values are not recommended for survey control.
 NK0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0681.See file dsdata.txt to determine how the superseded data were derived.
 NK0681
 NK0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8469659101(NAD 83)
 NK0681_MARKER: DD = SURVEY DISK
 NK0681_SETTING: 0 = UNSPECIFIED SETTING
 NK0681
 NK0681  HISTORY     - Date     Condition        Report By
 NK0681  HISTORY     - 1969     MONUMENTED       USGS
 NK0681
 NK0681                          STATION DESCRIPTION
 NK0681
 NK0681'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 NK0681'THE STATION IS IN THE TOWN OF ROCKWELL, NEAR THE CENTER OF SE 1/4
 NK0681'OF SEC. 3. T. 94 N., R. 20 W., ON TOP OF ELEV. NO. 3, WHICH IS
 NK0681'THE SHORTEST OF TWO CONCRETE ELEVATORS AT THE FARMERS CO-OP
 NK0681'SOCIETY IN ROCKWELL.
 NK0681'
 NK0681'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ROCKWELL,
 NK0681'GO E. ON MAIN STREET FOR ABOUT 1 BLOCK TO THE FARMERS CO-OP
 NK0681'SOCIETY ELEVATORS ON THE RIGHT AND THE STATION ON TOP OF
 NK0681'ELEVATOR NO. 3.
 NK0681'
 NK0681'THE STATION MARK, A STANDARD TABLET CEMENTED INTO CONCRETE
 NK0681'HEADHOUSE ROOF, STAMPED ET ROCKWELL 1969 IS 8.3 FT N. AND 6.6
 NK0681'FT W. CENTER ROUND MANHOLE COVER.
 NK0681'
 NK0681'NO REFERENCE MARKS WERE SET.
 NK0681'
 NK0681'NO AZIMUTH MARK WAS SET.
 NK0681'
 NK0681'REFERENCE AZIMUTH USED - IOWA GEODETIC SURVEY MARKER 17-251
 NK0681'ABOUT 1/2 MI N. ALONG CO. RD. M FROM THE N. CITY LIMITS OF
 NK0681'ROCKWELL, IN SEC. 34, T. 95 N., R. 20 W., MIDWAY BETWEEN TWO
 NK0681'STEEL TRUSS BRIDGES, ON THE E. SIDE OF THE RD., 10.8 FT N. OF
 NK0681'A FENCE POST, 7.5 FT S. OF ANOTHER FENCE POST.  A STATE SURVEY
 NK0681'STANDARD DISK STAMPED 17-251 AND SET IN THE TOP OF A CONCRETE
 NK0681'POST.
 NK0681'
 NK0681'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1115 ***********************************************************************
 MJ1115  DESIGNATION -  ROGGE
 MJ1115  PID         -  MJ1115
 MJ1115  STATE/COUNTY-  IA/CASS
 MJ1115  USGS QUAD   -  MASSENA (1971)
 MJ1115
 MJ1115                         *CURRENT SURVEY CONTROL
 MJ1115  ___________________________________________________________________
 MJ1115* NAD 83(1996)-  41 18 31.02025(N)    094 47 35.50677(W)     ADJUSTED  
 MJ1115* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 MJ1115  ___________________________________________________________________
 MJ1115  LAPLACE CORR-          -7.20  (seconds)                    DEFLEC99
 MJ1115  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 MJ1115
 MJ1115  HORZ ORDER  -  FIRST
 MJ1115
 MJ1115.The horizontal coordinates were established by classical geodetic methods
 MJ1115.and adjusted by the National Geodetic Survey in May 1999..
 MJ1115
 MJ1115.The orthometric height was scaled from a topographic map.
 MJ1115
 MJ1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1115
 MJ1115.The geoid height was determined by GEOID03.
 MJ1115
 MJ1115;                    North         East     Units Scale Factor Converg.
 MJ1115;SPC IA S     -   146,125.425   391,715.163   MT  0.99995013   -0 51 06.6
 MJ1115;UTM  15      - 4,574,568.235   349,891.881   MT  0.99987731   -1 11 02.2
 MJ1115
 MJ1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1115!SPC IA S     -   0.99993639  x   0.99995013  =   0.99988652
 MJ1115!UTM  15      -   0.99993639  x   0.99987731  =   0.99981371
 MJ1115
 MJ1115:                Primary Azimuth Mark                     Grid Az
 MJ1115:SPC IA S     -  ADAIR WATER TANK                         031 21 17.0
 MJ1115:UTM  15      -  ADAIR WATER TANK                         031 41 12.6
 MJ1115
 MJ1115|---------------------------------------------------------------------|
 MJ1115| PID    Reference Object                     Distance      Geod. Az  |
 MJ1115|                                                           dddmmss.s |
 MJ1115| MJ1103 ADAIR WATER TANK                    APPROX.24.7 KM 0303010.4 |
 MJ1115| CL7480 ROGGE RM 1                           71.622 METERS 04859     |
 MJ1115| CL7482 ROGGE RM 3                           27.020 METERS 07742     |
 MJ1115| MJ1098 GREENFIELD MUNICIPAL TANK           APPROX.28.1 KM 0904644.8 |
 MJ1115| MJ1101 FONTANELLE EVAN IMM LUTH CH         APPROX.19.5 KM 0952854.2 |
 MJ1115| MJ1102 FONTANELLE MUNICIPAL TANK           APPROX.19.3 KM 0962027.8 |
 MJ1115| MJ1114 MASSENA MUNICIPAL TANK              APPROX. 6.2 KM 1604212.0 |
 MJ1115| CL7484 ROGGE RM 5                           38.237 METERS 18046     |
 MJ1115| CL7479 ROGGE AZ MK                                        2003231.4 |
 MJ1115| MJ1119 ROGGE AZ MK 2                       APPROX. 0.7 KM 2034759.5 |
 MJ1115| MJ1117 CUMBERLAND OLD SCHOOL STACK         APPROX. 7.3 KM 2395700.1 |
 MJ1115| MJ1116 CUMBERLAND MUNICIPAL TANK           APPROX. 7.3 KM 2415201.4 |
 MJ1115| MJ1182 ATLANTIC ST PETER PAUL CATH CH      APPROX.20.6 KM 2982114.9 |
 MJ1115| CL7481 ROGGE RM 2                           73.472 METERS 33232     |
 MJ1115| CL7483 ROGGE RM 4                           45.985 METERS 35354     |
 MJ1115|---------------------------------------------------------------------|
 MJ1115
 MJ1115                          SUPERSEDED SURVEY CONTROL
 MJ1115
 MJ1115  NAD 83(1986)-  41 18 31.01873(N)    094 47 35.52819(W) AD(       ) 1
 MJ1115  NAD 27      -  41 18 31.06600(N)    094 47 34.60300(W) AD(       ) 1
 MJ1115
 MJ1115.Superseded values are not recommended for survey control.
 MJ1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1115.See file dsdata.txt to determine how the superseded data were derived.
 MJ1115
 MJ1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF4989274568(NAD 83)
 MJ1115_MARKER: DS = TRIANGULATION STATION DISK
 MJ1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1115
 MJ1115  HISTORY     - Date     Condition        Report By
 MJ1115  HISTORY     - 1934     MONUMENTED       CGS
 MJ1115  HISTORY     - 1953     GOOD             CGS
 MJ1115  HISTORY     - 1968     GOOD             USGS
 MJ1115  HISTORY     - 1977     GOOD             NGS
 MJ1115
 MJ1115                          STATION DESCRIPTION
 MJ1115
 MJ1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1115'THIS STATION IS ABOUT 9-1/2 MILES S OF ANITA, ABOUT 4 MILES
 MJ1115'N OF MASSENA, IN SW 1/4 SECTION 8, T 75 N, R 34 W, ON LAND
 MJ1115'OWNED AND OCCUPIED BY BERTHA ROGGE, AT THE W SIDE OF PASTURE
 MJ1115'BETWEEN MRS. ROGGES HOUSE AND GROVE ON S AND THE PINE GROVE
 MJ1115'METHODIST EPISCOPAL CHURCH ON N, 1 FOOT E OF THE W PASTURE
 MJ1115'FENCE, 190 FEET S OF CENTER LINE OF THE ROAD, 158 FEET S OF THE
 MJ1115'S RIGHT-OF-WAY FENCE, 97 FEET SW OF SW CORNER OF THE PINE GROVE
 MJ1115'METHODIST EPISCOPAL CHURCH, 20 FEET S OF CORNERPOST AT SW
 MJ1115'CORNER OF CHURCH YARD, 76 FEET N OF THE SW CORNERPOST OF
 MJ1115'PASTURE, ABOUT 200 YARDS NNW OF MRS. ROGGES HOUSE.  THE MARK
 MJ1115'IS FLUSH WITH THE SURFACE.
 MJ1115'
 MJ1115'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MJ1115'BRONZE DISKS SET IN CONCRETE.
 MJ1115'
 MJ1115'REFERENCE MARK NO. 1 IS NE OF THE STATION, 25 FEET S OF
 MJ1115'CENTER LINE OF ROAD, 1 FOOT S OF RIGHT-OF-WAY FENCE, 100 FEET
 MJ1115'ENE OF NE CORNER OF THE CHURCH, 40 FEET E OF THE CORNERPOST
 MJ1115'AT THE NE CORNER OF CHURCH YARD.  IT PROJECTS 5 INCHES.
 MJ1115'
 MJ1115'REFERENCE MARK NO. 2 IS NNW OF STATION, 27 FEET N OF CENTER
 MJ1115'LINE OF ROAD, 10 FEET SSW OF A 12-INCH APPLE TREE, 49 FEET
 MJ1115'W OF AN 18-INCH BOX-ELDER TREE, 1 FOOT S OF RIGHT-OF-WAY
 MJ1115'FENCE, 294.63 FEET WNW OF REFERENCE MARK NO. 1.  IT PROJECTS
 MJ1115'4 INCHES.
 MJ1115'
 MJ1115'AZIMUTH MARK IS SSW OF STATION, 23 FEET E OF CENTER LINE OF ROAD,
 MJ1115'1 FOOT E OF RIGHT-OF-WAY FENCE, 4 FEET N OF N GATEPOST.
 MJ1115'IT PROJECTS 5 INCHES.
 MJ1115'
 MJ1115'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 2 AND COUNTY
 MJ1115'HIGHWAY J JUST NE OF MASSENA, GO N ON COUNTY J, 3.6 MILES TO
 MJ1115'T-ROAD LEADING W, THENCE W 1.8 MILES TO THE PINE GROVE METHODIST
 MJ1115'EPISCOPAL CHURCH ON S SIDE OF ROAD AND STATION.
 MJ1115'
 MJ1115'ALL LIGHTS COME INTO VIEW AT 40 FEET.
 MJ1115'
 MJ1115'HEIGHT OF LIGHT ABOVE STATION MARK- 87 FEET.
 MJ1115
 MJ1115                          STATION RECOVERY (1953)
 MJ1115
 MJ1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 MJ1115'STATION WAS RECOVERED AS DESCRIBED AND WAS FOUND IN GOOD
 MJ1115'CONDITION.  BOTH REFERENCE MARKS AND THE AZIMUTH MARK HAD BEEN
 MJ1115'DESTROYED BY ROAD CONSTRUCTION.  TWO NEW REFERENCE MARKS WERE
 MJ1115'ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 MJ1115'
 MJ1115'STATION IS LOCATED ABOUT 9-1/2 MI. S OF ANITA, 4 MI. N-NW OF
 MJ1115'MASSENA, IN THE SW 1/4 OF SECTION 8, T 75 N, R 34 W, ON LAND
 MJ1115'OWNED BY LEROY ACKER WHO LIVES N ACROSS THE ROAD FROM THE PINE
 MJ1115'GROVE METHODIST EPISCOPAL CHURCH, 184 FT. S OF THE CENTER OF A
 MJ1115'GRAVEL ROAD, 97 FT. SW OF THE SW CORNER OF THE CHURCH, 20 FT.
 MJ1115'S OF THE CORNER POST AT THE SW CORNER OF THE CHURCHYARD, AND
 MJ1115'IN A FENCE LINE.  SURFACE STATION MARK IS A STANDARD STATION
 MJ1115'DISK, STAMPED ROGGE 1934 AND SET IN THE TOP OF A CONCRETE POST
 MJ1115'FLUSH WITH THE SURFACE OF THE GROUND.
 MJ1115'
 MJ1115'REFERENCE MARK 3 IS 61 FT. S OF THE SE CORNER OF THE CHURCH,
 MJ1115'ON A TANGENT WITH THE E SIDE OF THE CHURCH, 46 FT. W OF THE SE
 MJ1115'FENCE CORNER OF THE CHURCHYARD, AND 1 FT. N OF A FENCE.  IT
 MJ1115'IS A STANDARD REFERENCE-MARK DISK, STAMPED ROGGE NO 3 1934
 MJ1115'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 IN.
 MJ1115'
 MJ1115'REFERENCE MARK 4 IS 35 FT. S OF THE CENTER OF A GRAVEL ROAD,
 MJ1115'20 FT. W OF THE CORNER POST AT THE NW CORNER OF THE CHURCHYARD,
 MJ1115'AND 1 FT. N OF A FENCE.  IT IS A STANDARD REFERENCE-MARK DISK,
 MJ1115'STAMPED ROGGE NO 4 1934 AND SET IN THE TOP OF A CONCRETE POST
 MJ1115'PROJECTING 4 IN.
 MJ1115'
 MJ1115'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 92
 MJ1115'(PAVED) AND 148 (GRAVEL) AT THE NE EDGE OF MASSENA, GO N ON
 MJ1115'STATE HIGHWAY 148 FOR 3.5 MI. TO A T-ROAD LEFT, TURN LEFT
 MJ1115'AND GO W FOR 1.8 MI. TO THE PINE GROVE CHURCH ON THE LEFT
 MJ1115'AND THE STATION AS DESCRIBED.
 MJ1115
 MJ1115                          STATION RECOVERY (1968)
 MJ1115
 MJ1115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1115'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 MJ1115'THE STATION IS NOW ON LAND OWNED BY MR. A.A. THOMPSON.  OTHERWISE
 MJ1115'THE 1953 DESCRIPTION BY USC AND GS IS CORRECT AND ADEQUATE.
 MJ1115
 MJ1115                          STATION RECOVERY (1977)
 MJ1115
 MJ1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MJ1115'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 MJ1115'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 MJ1115'PREVIOUSLY REPORTED DESTROYED.  DUE TO ROAD CONSTRUCTION THIS DATE,
 MJ1115'REFERENCE MARK 4 WILL BE DESTROYED.  REFERENCE MARK 5 AND A NEW
 MJ1115'AZIMUTH WERE ESTABLISHED THIS DATE.  THE DISTANCE TO REFERENCE
 MJ1115'MARK 3 AND 4 CHECKED THE PREVIOUS DISTANCE AND THE ANGLE BETWEEN
 MJ1115'REFERENCE MARKS 3 AND 4 COMPARED FAVORABLY WITH THE PREVIOUS
 MJ1115'ANGLE.  FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 MJ1115'
 MJ1115'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTH OF ANITA, 4.0 MILES
 MJ1115'NORTH-NORTHWEST OF MASSENA, IN THE SOUTHWEST QUARTER OF SECTION 8,
 MJ1115'T 75 N, R 34 W, ON LAND OWNED BY MR. MERLE THOMPSON, ROUTE 2,
 MJ1115'MASSENA, IA. 50853, WHO LIVES NORTH ACROSS THE ROAD FROM THE PINE
 MJ1115'GROVE METHODIST EPISCOPAL CHURCH AND THE STATION.
 MJ1115'
 MJ1115'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 92 AND 148
 MJ1115'AT THE NORTHEAST EDGE OF MASSENA, GO NORTH ON HIGHWAY 148 FOR 3.5
 MJ1115'MILES TO A SIDE ROAD LEFT, COUNTY ROUTE G 43.  TURN LEFT AND GO
 MJ1115'WEST ON ROUTE G 43 FOR 1.8 MILES TO THE PINE GROVE METHODIST
 MJ1115'EPISCOPAL CHURCH AND THE STATION ON THE LEFT AS DESCRIBED.
 MJ1115'
 MJ1115'THE SURFACE STATION MARK IS SET IN THE TOP OF A SQUARE CONCRETE
 MJ1115'MONUMENT, FLUSH WITH THE GROUND SURFACE AND THE DISK IS STAMPED
 MJ1115'ROGGE 1934.  IT IS 185 FEET SOUTH OF THE CENTER OF ROUTE G 43, 97
 MJ1115'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH BUILDING,
 MJ1115'20 FEET SOUTH OF A CORNER POST AND NORTH END GATE POST, 13 FEET
 MJ1115'EAST OF THE CENTER OF A GRAVELED DRIVEWAY, 3 FEET SOUTH OF THE
 MJ1115'SOUTH END GATE POST AND SET IN THE FENCELINE.  THE UNDERGROUND MARK
 MJ1115'WAS NOT INSPECTED THIS DATE.
 MJ1115'
 MJ1115'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ROGGE NO 3 1934, SET IN
 MJ1115'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 MJ1115'ABOVE THE GROUND SURFACE.  IT IS 61 FEET SOUTH OF THE SOUTHEAST
 MJ1115'CORNER OF THE CHURCH BUILDING, 46 FEET WEST OF THE SOUTHEAST FENCE
 MJ1115'CORNER POST OF THE CHURCH YARD AND 1 FOOT NORTH OF A FENCELINE.
 MJ1115'
 MJ1115'REFERENCE MARK 5 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MJ1115'ROGGE 1934 NO 5 1977, AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 MJ1115'14 FEET EAST OF THE CENTER OF THE GRAVELED DRIVEWAY, 12 FEET
 MJ1115'NORTH-NORTHWEST OF AN 18-INCH PINE TREE AND 1.5 FEET EAST OF A
 MJ1115'METAL WITNESS POST IN FENCE LINE.
 MJ1115'
 MJ1115'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, ROGGE 1934 AZ 2 1977,
 MJ1115'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS SET FLUSH
 MJ1115'WITH THE GROUND SURFACE.  IT IS 50 FEET WEST OF THE CENTER OF ROUTE
 MJ1115'G 43, 1.5 FEET NORTH OF A METAL WITNESS POST, ON THE WEST
 MJ1115'RIGHT-OF-WAY OF CO. ROUTE G 43 AT THE NORTH POINT OF CURVE OF ROUTE
 MJ1115'G 43 BEARING WEST AND ABOUT 0.2 MILE DUE EAST OF AN OLD WINDMILL
 MJ1115'AT FARM BUILDINGS.
 MJ1115'
 MJ1115'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON ROUTE G 43 FOR
 MJ1115'0.15 MILE, BEAR LEFT AND GO SOUTH ON ROUTE G 43 FOR 0.4 MILE TO THE
 MJ1115'NORTH END OF CURVE AND THE AZIMUTH MARK ON THE RIGHT.  REBAR PLACE
 MJ1115'IN THE CONCRETE MONUMENT.
 MJ1115'
 MJ1115'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES NORTH OF
 MJ1115'MASSENA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0860 ***********************************************************************
 NL0860  DESIGNATION -  ROLFE MUNICIPAL TANK
 NL0860  PID         -  NL0860
 NL0860  STATE/COUNTY-  IA/POCAHONTAS
 NL0860  USGS QUAD   -  ROLFE (1980)
 NL0860
 NL0860                         *CURRENT SURVEY CONTROL
 NL0860  ___________________________________________________________________
 NL0860* NAD 83(1996)-  42 48 48.91891(N)    094 31 34.67568(W)     ADJUSTED  
 NL0860* NAVD 88     -                                                        
 NL0860  ___________________________________________________________________
 NL0860  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 NL0860  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 NL0860
 NL0860  HORZ ORDER  -  THIRD
 NL0860
 NL0860.The horizontal coordinates were established by classical geodetic methods
 NL0860.and adjusted by the National Geodetic Survey in May 1999..
 NL0860
 NL0860
 NL0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0860
 NL0860.The geoid height was determined by GEOID03.
 NL0860
 NL0860;                    North         East     Units Scale Factor Converg.
 NL0860;SPC IA N     - 1,146,419.023 1,416,068.441   MT  0.99994860   -0 41 44.0
 NL0860;UTM  15      - 4,741,244.151   375,217.328   MT  0.99979156   -1 02 14.7
 NL0860
 NL0860                          SUPERSEDED SURVEY CONTROL
 NL0860
 NL0860  NAD 83(1996)-  42 48 48.91886(N)    094 31 34.67576(W) AD(       ) 4
 NL0860  NAD 83(1986)-  42 48 48.91092(N)    094 31 34.66674(W) AD(       ) 4
 NL0860  NAD 27      -  42 48 49.00700(N)    094 31 33.75300(W) AD(       ) 3
 NL0860
 NL0860.Superseded values are not recommended for survey control.
 NL0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0860.See file dsdata.txt to determine how the superseded data were derived.
 NL0860
 NL0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH7521741244(NAD 83)
 NL0860_MARKER: 53 = ELEVATED TANK
 NL0860
 NL0860  HISTORY     - Date     Condition        Report By
 NL0860  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0860  HISTORY     - 1957     GOOD             CGS
 NL0860
 NL0860                          STATION DESCRIPTION
 NL0860
 NL0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0860'THIS STATION IS THE CENTER OF THE MUNICIPAL WATER TANK OF ROLFE.
 NL0860'IT IS 0.3 MILE N OF THE CHICAGO AND NORTHWESTERN RAILROAD, 55
 NL0860'FEET S OF THE CENTER LINE OF WALNUT STREET AND 57 FEET E OF THE
 NL0860'CENTER LINE OF GRANT STREET.
 NL0860'
 NL0860'THE TANK IS A STANDARD STEEL STRUCTURE SUPPORTED BY FOUR 96-FOOT
 NL0860'LEGS.  IT IS CYLINDRICAL, HAS AN OVAL BASE, A CONICAL TOP,
 NL0860'CIRCULAR, 30-INCH FEED PIPE HOUSING AND A BALL AT ITS TOP.
 NL0860'THE TANK AND FRAMEWORK ARE PAINTED BLACK.  THE ROOF OF THE TANK
 NL0860'IS PAINTED WHITE.  THE TOTAL HEIGHT OF THE TANK IS ABOUT 120
 NL0860'FEET.  IT WAS BUILT IN 1905.
 NL0860
 NL0860                          STATION RECOVERY (1957)
 NL0860
 NL0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 NL0860'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT THE THE TANK IS NOW
 NL0860'PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0993 ***********************************************************************
 OO0993  DESIGNATION -  ROSE
 OO0993  PID         -  OO0993
 OO0993  STATE/COUNTY-  IA/FLOYD
 OO0993  USGS QUAD   -  ROSEVILLE (1971)
 OO0993
 OO0993                         *CURRENT SURVEY CONTROL
 OO0993  ___________________________________________________________________
 OO0993* NAD 83(1996)-  43 00 18.99235(N)    092 52 08.31477(W)     ADJUSTED  
 OO0993* NAVD 88     -       331.1    (meters)    1086.     (feet)  VERTCON   
 OO0993  ___________________________________________________________________
 OO0993  LAPLACE CORR-          -8.10  (seconds)                    DEFLEC99
 OO0993  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 OO0993
 OO0993  HORZ ORDER  -  FIRST
 OO0993
 OO0993.The horizontal coordinates were established by classical geodetic methods
 OO0993.and adjusted by the National Geodetic Survey in May 1999..
 OO0993
 OO0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0993
 OO0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0993
 OO0993.The geoid height was determined by GEOID03.
 OO0993
 OO0993;                    North         East     Units Scale Factor Converg.
 OO0993;SPC IA N     - 1,167,395.303 1,551,447.482   MT  0.99996270   +0 25 39.6
 OO0993;UTM  15      - 4,761,408.976   510,678.611   MT  0.99960140   +0 05 21.7
 OO0993
 OO0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0993!SPC IA N     -   0.99995291  x   0.99996270  =   0.99991561
 OO0993!UTM  15      -   0.99995291  x   0.99960140  =   0.99955432
 OO0993
 OO0993:                Primary Azimuth Mark                     Grid Az
 OO0993:SPC IA N     -  ROSE AZ MK                               044 37 01.7
 OO0993:UTM  15      -  ROSE AZ MK                               044 57 19.6
 OO0993
 OO0993|---------------------------------------------------------------------|
 OO0993| PID    Reference Object                     Distance      Geod. Az  |
 OO0993|                                                           dddmmss.s |
 OO0993| CI7069 ROSE AZ MK                                         0450241.3 |
 OO0993| NK0661 GREENE TV RELAY MAST                APPROX. 8.6 KM 1514916.8 |
 OO0993| CI7071 ROSE RM 2                             8.657 METERS 17537     |
 OO0993| CI7070 ROSE RM 1                             8.738 METERS 35740     |
 OO0993|---------------------------------------------------------------------|
 OO0993
 OO0993                          SUPERSEDED SURVEY CONTROL
 OO0993
 OO0993  NAD 83(1996)-  43 00 18.99238(N)    092 52 08.31471(W) AD(       ) 1
 OO0993  NAD 83(1986)-  43 00 18.98637(N)    092 52 08.30862(W) AD(       ) 1
 OO0993  NAD 27      -  43 00 19.08364(N)    092 52 07.60323(W) AD(       ) 1
 OO0993  NGVD 29 (07/19/86)  331.1    (m)         1086.     (f) VERT ANG       
 OO0993
 OO0993.Superseded values are not recommended for survey control.
 OO0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0993.See file dsdata.txt to determine how the superseded data were derived.
 OO0993
 OO0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1067961409(NAD 83)
 OO0993_MARKER: DS = TRIANGULATION STATION DISK
 OO0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0993_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0993
 OO0993  HISTORY     - Date     Condition        Report By
 OO0993  HISTORY     - 1971     MONUMENTED       NGS
 OO0993
 OO0993                          STATION DESCRIPTION
 OO0993
 OO0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0993'THE STATION IS LOCATED 11 MILES SOUTHWEST OF CHARLES CITY, 2.5
 OO0993'MILES NORTH OF MARBLE ROCK, IN ULSTER TOWNSHIP, IN SECTION
 OO0993'33, T 95 N, R 17 W, ON COUNTY RIGHT-OF-WAY, AT THE WEST
 OO0993'EDGE OF A CULTIVATED FIELD.
 OO0993'
 OO0993'TO REACH THE STATION FROM THE POST OFFICE IN MARBLE ROCK,
 OO0993'GO NORTH AND WEST ON COUNTY ROUTE T 26 (MAIN STREET) FOR
 OO0993'0.8 MILE TO A ROAD RIGHT.  TURN RIGHT AND GO NORTH, EAST AND
 OO0993'NORTH FOR 2.5 MILES TO A FIELD ENTRANCE ON THE RIGHT AND THE
 OO0993'STATION AS DESCRIBED.
 OO0993'
 OO0993'THE STATION MARKS ARE STANDARD DISKS STAMPED ROSE 1971.  THE
 OO0993'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO0993'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 33
 OO0993'FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 75.0 FEET
 OO0993'SOUTH OF A POWER LINE POLE, 23.0 FEET NORTH OF A 10-INCH WOOD
 OO0993'GATE POST, 11 FEET NORTH OF THE CENTER OF THE FIELD ENTRANCE
 OO0993'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 OO0993'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 OO0993'INCHES BELOW THE GROUND SURFACE.
 OO0993'
 OO0993'REFERENCE MARK 1, A STANDARD DISK STAMPED ROSE NO 1 1971, SET
 OO0993'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OO0993'IS FLUSH WITH THE GROUND SURFACE.  IT IS 46.2 FEET SOUTH OF
 OO0993'THE POWER LINE POLE, 40 FEET NORTH OF THE CENTER OF THE FIELD
 OO0993'ENTRANCE, 34 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 27.5
 OO0993'FEET NORTH OF THE WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.
 OO0993'
 OO0993'REFERENCE MARK 2, A STANDARD DISK STAMPED ROSE NO 2 1971, SET
 OO0993'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OO0993'IS FLUSH WITH THE GROUND SURFACE.  IT IS 34 FEET EAST OF
 OO0993'THE CENTER OF THE GRAVELED ROAD, 18 FEET SOUTH OF THE CENTER
 OO0993'OF THE FIELD ENTRANCE, 6.0 FEET SOUTH-SOUTHEAST OF THE GATE
 OO0993'POST AND 1.2 FEET EAST OF A WIRE FENCE.
 OO0993'
 OO0993'THE AZIMUTH MARK, A STANDARD DISK STAMPED ROSE 1971, SET IN THE
 OO0993'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 OO0993'WITH THE GROUND SURFACE.  IT IS 45 FEET SOUTH OF THE CENTER OF
 OO0993'A GRAVELED ROAD, 11 FEET WEST OF THE CENTER OF THE FIELD ENTRANCE,
 OO0993'3.3 FEET EAST OF A TELEPHONE POLE, 1.1 FEET NORTH-NORTHWEST
 OO0993'OF A METAL WITNESS POST, AND 1.1 FEET NORTH NORTHEAST OF
 OO0993'A FENCE CORNER POST.
 OO0993'
 OO0993'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 OO0993'GRAVELED ROAD FOR 0.25 MILE TO A T-INTERSECTION.  TURN RIGHT
 OO0993'AND GO EAST ON A GRAVELED ROAD FOR 0.25 MILE TO A FIELD
 OO0993'ENTRANCE ON THE RIGHT AND THE AZIMUTH MARK.
 OO0993'
 OO0993'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0541 ***********************************************************************
 MH0541  DESIGNATION -  ROSE
 MH0541  PID         -  MH0541
 MH0541  STATE/COUNTY-  IA/MAHASKA
 MH0541  USGS QUAD   -  ROSE HILL (1965)
 MH0541
 MH0541                         *CURRENT SURVEY CONTROL
 MH0541  ___________________________________________________________________
 MH0541* NAD 83(1996)-  41 19 14.30361(N)    092 27 46.45749(W)     ADJUSTED  
 MH0541* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 MH0541  ___________________________________________________________________
 MH0541  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 MH0541  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 MH0541
 MH0541  HORZ ORDER  -  FIRST
 MH0541
 MH0541.The horizontal coordinates were established by classical geodetic methods
 MH0541.and adjusted by the National Geodetic Survey in May 1999..
 MH0541
 MH0541.The orthometric height was scaled from a topographic map.
 MH0541
 MH0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0541
 MH0541.The geoid height was determined by GEOID03.
 MH0541
 MH0541;                    North         East     Units Scale Factor Converg.
 MH0541;SPC IA S     -   147,173.303   586,825.616   MT  0.99995055   +0 40 59.3
 MH0541;UTM  15      - 4,574,491.238   544,950.998   MT  0.99962487   +0 21 16.7
 MH0541
 MH0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0541!SPC IA S     -   0.99996570  x   0.99995055  =   0.99991625
 MH0541!UTM  15      -   0.99996570  x   0.99962487  =   0.99959058
 MH0541
 MH0541|---------------------------------------------------------------------|
 MH0541| PID    Reference Object                     Distance      Geod. Az  |
 MH0541|                                                           dddmmss.s |
 MH0541| CL9343 ROSE RM 3                            14.670 METERS 02524     |
 MH0541| MH0540 WHAT CHEER MUNICIPAL TANK           APPROX.12.4 KM 0480138.2 |
 MH0541| CL9341 ROSE RM 1                            44.547 METERS 10053     |
 MH0541| CL9344 ROSE RM 4                            29.543 METERS 13335     |
 MH0541| CL9340 ROSE AZ MK                                         1632548.7 |
 MH0541| CL9342 ROSE RM 2                            32.879 METERS 19342     |
 MH0541| MH0543 OSKALOOSA IA PWR AND LT CO STK      APPROX.15.7 KM 2571906.2 |
 MH0541| MH0544 OSKALOOSA MAHASKA CO CTHSE TWR      APPROX.15.4 KM 2592535.5 |
 MH0541| MH0545 OSKALOOSA MUNICIPAL TANK            APPROX.15.8 KM 2621544.7 |
 MH0541| MH0546 OSKALOOSA PENN COLL PWR STK         APPROX.15.6 KM 2651555.0 |
 MH0541|---------------------------------------------------------------------|
 MH0541
 MH0541                          SUPERSEDED SURVEY CONTROL
 MH0541
 MH0541  NAD 83(1986)-  41 19 14.30878(N)    092 27 46.46813(W) AD(       ) 1
 MH0541  NAD 27      -  41 19 14.26820(N)    092 27 45.78830(W) AD(       ) 1
 MH0541
 MH0541.Superseded values are not recommended for survey control.
 MH0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0541.See file dsdata.txt to determine how the superseded data were derived.
 MH0541
 MH0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4495174491(NAD 83)
 MH0541_MARKER: DS = TRIANGULATION STATION DISK
 MH0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0541_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0541
 MH0541  HISTORY     - Date     Condition        Report By
 MH0541  HISTORY     - 1934     MONUMENTED       CGS
 MH0541  HISTORY     - 1939     GOOD             IOWAGS
 MH0541  HISTORY     - 1964     GOOD             USGS
 MH0541  HISTORY     - 1969     GOOD             CGS
 MH0541
 MH0541                          STATION DESCRIPTION
 MH0541
 MH0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0541'STATION IS IN THE TOWN OF ROSE HILL, ABOUT 10 MILES E OF
 MH0541'OSKALOOSA, ABOUT 14 MILES W OF SIGOURNEY, ON TOWN PROPERTY,
 MH0541'38 FEET S OF THE SW CORNER OF THE TOWN HALL, 120 FEET S OF
 MH0541'CENTER LINE OF MAIN STREET, 20 FEET E OF THE W PROPERTY LINE,
 MH0541'54 FEET N OF THE N RAIL OF THE SIDING OF THE CHICAGO, ROCK
 MH0541'ISLAND AND PACIFIC RAILROAD, 26 FEET NW OF A TRANSMISSION
 MH0541'POLE, AND PROJECTS 6 INCHES.
 MH0541'
 MH0541'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MH0541'BRONZE DISKS SET IN CONCRETE.
 MH0541'
 MH0541'REFERENCE MARK NO. 1 IS ESE OF STATION, 9 FEET NW OF A TELEGRAPH
 MH0541'POLE, 41 FEET N OF N RAIL OF THE MAIN LINE TRACK, 38 FEET
 MH0541'S OF S RAIL OF THE SIDING TRACK, AND PROJECTS 6 INCHES.
 MH0541'
 MH0541'REFERENCE MARK NO. 2 IS SW OF THE STATION, 14 FEET N OF N
 MH0541'RAIL OF MAIN LINE TRACK, 13 FEET S OF THE S RAIL OF SIDING
 MH0541'TRACK, 62 FEET WSW OF A TELEGRAPH POLE, 185.88 FEET W OF
 MH0541'REFERENCE MARK NO. 1, AND PROJECTS 5 INCHES.
 MH0541'
 MH0541'AZIMUTH MARK IS SSE OF STATION, 18 FEET N OF CENTER LINE OF
 MH0541'E-W ROAD, 1 FOOT N OF FENCE, 72 FEET E OF A TELEPHONE POLE,
 MH0541'0.2 MILE E OF COUNTY ROUTE M, AND PROJECTS 6 INCHES.
 MH0541'
 MH0541'ALL LIGHTS CAME INTO VIEW AT 80 FEET.
 MH0541
 MH0541                          STATION RECOVERY (1939)
 MH0541
 MH0541'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1939
 MH0541'THE ORIGINAL DESCRIPTION IS UNCHANGED EXCEPT AS FOLLOWS--AZIMUTH
 MH0541'MONUMENT WAS MOVED 16.8 FEET, ALONG THE OLD AZIMUTH LINE,
 MH0541'NNW, TOWARD THE STATION.  READ AZIMUTH ANGLES, BY REPETITION
 MH0541'AND FOUND THEY CHECKED.
 MH0541
 MH0541                          STATION RECOVERY (1964)
 MH0541
 MH0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MH0541'STATION AND REFERENCE MARK 2 FOUND AS DESCRIBED AND IN GOOD
 MH0541'CONDITION.  REFERENCE MARK 1 NOT RECOVERED.  AZIMUTH MARK
 MH0541'NOT FOUND-DESCRIPTION FOR LOCATION OF AZIMUTH MARK OF 18
 MH0541'FEET N. OF CENTER OF ROAD LIES IN A DITCH APPROXIMATELY 5
 MH0541'FEET DEEP.
 MH0541'
 MH0541'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN TOWN OF
 MH0541'ROSE HILL
 MH0541
 MH0541                          STATION RECOVERY (1969)
 MH0541
 MH0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MH0541'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND
 MH0541'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS SEARCHED
 MH0541'FOR BUT NOT FOUND AND IF STILL IN PLACE THE LINE OF SIGHT
 MH0541'WOULD BE OBSTRUCTED BY A BUILDING.  REFERENCE MARK NO. 2 WAS
 MH0541'DESTROYED AND TEMPORARY POINTS WERE SET BY THE GARDEN
 MH0541'ENGINEERING SERVICE IN OSKALOOSA, IOWA.  THIS MARK WAS
 MH0541'RE-ESTABLISHED AND THE DISTANCE AND DIRECTION CHECKED TO
 MH0541'THE MARK.
 MH0541'
 MH0541'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 MH0541'
 MH0541'STATION MARK, A STANDARD DISK STAMPED ROSE 1934, IS SET IN
 MH0541'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 MH0541'SURFACE OF THE GROUND.  IT IS AT THE SOUTH SIDE OF THE CITY
 MH0541'HALL IN ROSE HILL, 92 FEET NORTH OF A POWERLINE POLE WITH A
 MH0541'STREET LIGHT AT THE EAST SIDE OF A NEW BUILDING BEING
 MH0541'CONSTRUCTED BY THE SINCLAIR OIL COMPANY, 74.9 FEET SOUTHWEST
 MH0541'OF THE NORTHWEST CORNER OF THE SINCLAIR DINOFARM CENTER, 55
 MH0541'FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE NEW
 MH0541'ADDITION ON CITY HALL, AND 35.7 FEET WEST-NORTHWEST OF THE
 MH0541'SOUTHWEST CORNER OF THE DINOFARM CENTER.  THE UNDERGROUND
 MH0541'MARK WAS NOT INSPECTED.
 MH0541'
 MH0541'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ROSE 1934 NO. 3
 MH0541'1969, IS CEMENTED IN A DRILL HOLE AT THE SOUTHWEST CORNER
 MH0541'OF A CONCRETE FOUNDATION WHICH SUPPORTS THE SCALES AT THE
 MH0541'NORTHWEST SIDE OF THE DINOFARM CENTER.
 MH0541'
 MH0541'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ROSE 1934 NO. 4
 MH0541'1969.  IS CEMENTED IN A DRILL HOLE ON THE TOP OF THE NORTHWEST
 MH0541'CORNER OF A CONCRETE FOUNDATION FOR A AMMONIA STORAGE TANK
 MH0541'OWNED BY THE SINCLAIR OIL COMPANY.  THE FOUNDATION PROJECTS
 MH0541'14 INCHES.
 MH0541'
 MH0541'AZIMUTH MARK, A STANDARD DISK STAMPED ROSE AZIMUTH 1934,
 MH0541'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 MH0541'WITH THE SURFACE OF THE GROUND.  IT IS 29 FEET NORTH OF THE
 MH0541'CENTER OF AN EAST-WEST GRAVELED ROAD, 13.5 FEET EAST OF A
 MH0541'T-FENCE CORNER POST, 0.5 FEET EAST OF A METAL WITNESS POST,
 MH0541'AND 0.5 FEET SOUTH OF AN EAST-WEST FENCE.
 MH0541'
 MH0541'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON MAIN
 MH0541'STREET FOR 0.05 MILE TO A CROSS STREET AND THE POST OFFICE
 MH0541'IN THE NORTHWEST ANGLE.  TURN LEFT AND GO SOUTH ON A GRAVELED
 MH0541'ROAD (COUNTY ROAD M) FOR 0.45 MILE TO A SIDE ROAD ON THE LEFT.
 MH0541'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.15 MILE TO
 MH0541'THE MARK ON THE LEFT.
 MH0541'
 MH0541'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ROSE HILL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1144 ***********************************************************************
 MJ1144  DESIGNATION -  ROSELLE
 MJ1144  PID         -  MJ1144
 MJ1144  STATE/COUNTY-  IA/CARROLL
 MJ1144  USGS QUAD   -  TEMPLETON (1971)
 MJ1144
 MJ1144                         *CURRENT SURVEY CONTROL
 MJ1144  ___________________________________________________________________
 MJ1144* NAD 83(1996)-  41 59 00.81258(N)    094 52 45.26875(W)     ADJUSTED  
 MJ1144* NAVD 88     -       437.     (meters)    1434.     (feet)  SCALED    
 MJ1144  ___________________________________________________________________
 MJ1144  LAPLACE CORR-           8.20  (seconds)                    DEFLEC99
 MJ1144  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 MJ1144
 MJ1144  HORZ ORDER  -  SECOND
 MJ1144
 MJ1144.The horizontal coordinates were established by classical geodetic methods
 MJ1144.and adjusted by the National Geodetic Survey in May 1999..
 MJ1144
 MJ1144.The orthometric height was scaled from a topographic map.
 MJ1144
 MJ1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1144
 MJ1144.The geoid height was determined by GEOID03.
 MJ1144
 MJ1144;                    North         East     Units Scale Factor Converg.
 MJ1144;SPC IA N     - 1,054,644.637 1,385,702.624   MT  1.00001612   -0 56 05.2
 MJ1144;UTM  15      - 4,649,658.896   344,322.662   MT  0.99989822   -1 15 26.3
 MJ1144
 MJ1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1144!SPC IA N     -   0.99993593  x   1.00001612  =   0.99995205
 MJ1144!UTM  15      -   0.99993593  x   0.99989822  =   0.99983415
 MJ1144
 MJ1144:                Primary Azimuth Mark                     Grid Az
 MJ1144:SPC IA N     -  CARROLL MUNICIPAL STANDPIPE              008 18 28.0
 MJ1144:UTM  15      -  CARROLL MUNICIPAL STANDPIPE              008 37 49.1
 MJ1144
 MJ1144|---------------------------------------------------------------------|
 MJ1144| PID    Reference Object                     Distance      Geod. Az  |
 MJ1144|                                                           dddmmss.s |
 MJ1144| NL0837 CARROLL MUNICIPAL STANDPIPE         APPROX.10.1 KM 0072222.8 |
 MJ1144| CL7489 ROSELLE RM 1                         23.218 METERS 18420     |
 MJ1144| MJ1146 TEMPLETON SACRED HEART CH           APPROX. 9.1 KM 2172139.5 |
 MJ1144| NL0843 HALBUR MUNICIPAL STANDPIPE          APPROX. 8.0 KM 2890227.9 |
 MJ1144| NL0838 ROSELLE CH OF THE HOLY ANGEL        APPROX. 3.7 KM 3004513.3 |
 MJ1144| NL0840 CARROLL KCIM RAD MAST SW OF 3       APPROX. 6.0 KM 3554111.4 |
 MJ1144| NL0841 CARROLL KCIM RAD MAST CEN OF 3      APPROX. 6.0 KM 3555228.3 |
 MJ1144| NL0842 CARROLL KCIM RAD MAST NE OF 3       APPROX. 6.1 KM 3560336.6 |
 MJ1144| CL7490 ROSELLE RM 2                         22.950 METERS 35805     |
 MJ1144| CL7488 ROSELLE AZ MK                                      3581605.9 |
 MJ1144|---------------------------------------------------------------------|
 MJ1144
 MJ1144                          SUPERSEDED SURVEY CONTROL
 MJ1144
 MJ1144  NAD 83(1986)-  41 59 00.80987(N)    094 52 45.27341(W) AD(       ) 2
 MJ1144  NAD 27      -  41 59 00.85900(N)    094 52 44.31500(W) AD(       ) 2
 MJ1144
 MJ1144.Superseded values are not recommended for survey control.
 MJ1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1144.See file dsdata.txt to determine how the superseded data were derived.
 MJ1144
 MJ1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG4432349659(NAD 83)
 MJ1144_MARKER: DS = TRIANGULATION STATION DISK
 MJ1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1144
 MJ1144  HISTORY     - Date     Condition        Report By
 MJ1144  HISTORY     - 1950     MONUMENTED       CGS
 MJ1144  HISTORY     - 1968     GOOD             USGS
 MJ1144
 MJ1144                          STATION DESCRIPTION
 MJ1144
 MJ1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1144'STATION IS LOCATED ABOUT 6 MILES SOUTH OF CARROLL ON A HIGH CUT
 MJ1144'JUST OFF THE RIGHT OF WAY OF U.S. HIGHWAY 71.  STATION IS 54
 MJ1144'FEET EAST OF THE CENTERLINE OF HIGHWAY, 7.5 FEET SOUTHEAST OF
 MJ1144'WITNESS POST AND 2.5 FEET EAST OF FENCE.  THE MARK IS ABOUT 6
 MJ1144'INCHES BELOW THE SURFACE AND THE DISK IS STAMPED ROSELLE 1950.
 MJ1144'
 MJ1144'REFERENCE MARK NO. 1 IS 48 FEET EAST OF THE CENTERLINE OF HIGHWAY
 MJ1144'AND 2.5 FEET WEST OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 MJ1144'THE DISK IS STAMPED ROSELLE NO 1 1950.
 MJ1144'
 MJ1144'REFERENCE MARK NO. 2 IS 51 FEET EAST OF THE CENTERLINE OF HIGHWAY
 MJ1144'AND IN FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 MJ1144'IS STAMPED ROSELLE NO 2 1950.
 MJ1144'
 MJ1144'AZIMUTH MARK IS 50 FEET WEST OF THE CENTERLINE OF HIGHWAY, 27
 MJ1144'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DRIVEWAY, 12 FEET
 MJ1144'SOUTHEAST OF POWER POLE, 4 FEET SOUTHEAST OF WITNESS POST AND
 MJ1144'1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 MJ1144'DISK IS STAMPED ROSELLE 1950.
 MJ1144'
 MJ1144'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 71 IN THE
 MJ1144'NORTHWEST EDGE OF CARROLL GO SOUTH ON U.S. HIGHWAY 71 FOR 5.45
 MJ1144'MILES TO DRIVEWAY AND AZIMUTH MARK ON RIGHT OR WEST SIDE OF ROAD
 MJ1144'AS DESCRIBED.  CONTINUE SOUTH FOR 0.6 MILE TO DEEP CUT AND STATION
 MJ1144'ON LEFT OR EAST SIDE OF HIGHWAY AS DESCRIBED.
 MJ1144'
 MJ1144'A 74 FOOT SIGNAL AT STATION WEST SIDE IS V.G.
 MJ1144'
 MJ1144'AN 87 FOOT SIGNAL AT STATION BREDA IS V.G.
 MJ1144'
 MJ1144'A 74 FOOT SIGNAL AT STATION SNYDER 1934 IS V.G.
 MJ1144'
 MJ1144'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MJ1144
 MJ1144                          STATION RECOVERY (1968)
 MJ1144
 MJ1144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MJ1144'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.  AZIMUTH MARK
 MJ1144'NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0838 ***********************************************************************
 NL0838  DESIGNATION -  ROSELLE CH OF THE HOLY ANGEL
 NL0838  PID         -  NL0838
 NL0838  STATE/COUNTY-  IA/CARROLL
 NL0838  USGS QUAD   -  CARROLL WEST (1980)
 NL0838
 NL0838                         *CURRENT SURVEY CONTROL
 NL0838  ___________________________________________________________________
 NL0838* NAD 83(1996)-  42 00 01.81027(N)    094 55 02.75431(W)     ADJUSTED  
 NL0838* NAVD 88     -                                                        
 NL0838  ___________________________________________________________________
 NL0838  LAPLACE CORR-           7.62  (seconds)                    DEFLEC99
 NL0838  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 NL0838
 NL0838  HORZ ORDER  -  THIRD
 NL0838
 NL0838.The horizontal coordinates were established by classical geodetic methods
 NL0838.and adjusted by the National Geodetic Survey in May 1999..
 NL0838
 NL0838
 NL0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0838
 NL0838.The geoid height was determined by GEOID03.
 NL0838
 NL0838;                    North         East     Units Scale Factor Converg.
 NL0838;SPC IA N     - 1,056,578.750 1,382,569.639   MT  1.00001267   -0 57 38.4
 NL0838;UTM  15      - 4,651,610.402   341,200.959   MT  0.99991030   -1 16 59.9
 NL0838
 NL0838                          SUPERSEDED SURVEY CONTROL
 NL0838
 NL0838  NAD 83(1986)-  42 00 01.80786(N)    094 55 02.75903(W) AD(       ) 4
 NL0838  NAD 27      -  42 00 01.86200(N)    094 55 01.79900(W) AD(       ) 3
 NL0838
 NL0838.Superseded values are not recommended for survey control.
 NL0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0838.See file dsdata.txt to determine how the superseded data were derived.
 NL0838
 NL0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG4120151610(NAD 83)
 NL0838_MARKER: 90 = CHURCH SPIRE
 NL0838
 NL0838  HISTORY     - Date     Condition        Report By
 NL0838  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0838  HISTORY     - 1950     GOOD             CGS
 NL0838
 NL0838                          STATION DESCRIPTION
 NL0838
 NL0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0838'THIS STATION IS THE SPIRE ON THE CHURCH OF THE HOLY ANGEL,
 NL0838'IN THE VILLAGE OF ROSELLE, IOWA.  IT IS LOCATED IN THE NORTHERN
 NL0838'PART OF THE VILLAGE AND FACES W.  IT WAS ERECTED IN 1904.
 NL0838'
 NL0838'THE SPIRE RISES ABOVE THE MAIN ENTRANCE AND ITS BASE IS A
 NL0838'RED BRICK COLUMN ABOUT 60 FEET HIGH.  IN THE BASE OF THE COLUMN
 NL0838'IS THE MAIN ENTRANCE ABOVE WHICH THERE IS A STAINED-GLASS GOTHIC
 NL0838'TRANSOM AND ABOVE THERE IS A GABLE WITH A CROSS ON IT.  HALFWAY
 NL0838'UP THE COLUMN THERE ARE TWO STAINED-GLASS WINDOWS, VERY TALL
 NL0838'AND NARROW.  THE COLUMN HAS A GABLE ON EACH SIDE AT THE TOP,
 NL0838'AT THE CENTERS OF WHICH THERE ARE LARGE CLOCKS WITH BLACK
 NL0838'DIALS AND GOLD FIGURES AND HANDS.  THERE ARE HEAVY BUTTRESSES,
 NL0838'THE WHOLE LENGTH OF THE CORNERS OF THIS COLUMN.  ABOVE THIS
 NL0838'COLUMN, THERE IS A HEXAGONAL TURRET 20 FEET HIGH WITH TALL
 NL0838'LOUVERED GOTHIC WINDOWS IN EACH FACE AND HEAVY BUTTRESSES
 NL0838'AT THE JUNCTIONS OF THE FACES.  THERE ARE GABLES OVER EACH
 NL0838'OF THE LOUVERED WINDOWS.  FROM THE TURRET, A GREY
 NL0838'SHINGLED HEXAGONAL SPIRE RISES 30 FEET.  IT HAS WHITE
 NL0838'STRIPPINGS AT THE JUNCTION OF THE FACES.  THERE IS A COLLAR
 NL0838'HALFWAY UP THE SPIRE, WITH SMALL TRIANGLES ON EACH OF ITS SIX
 NL0838'FACES.
 NL0838'
 NL0838'AT THE TIP OF THE SPIRE THERE IS A WHITE PLATE ON WHICH SETS
 NL0838'A GREY LATIN CROSS.
 NL0838'
 NL0838'THE CORNERSTONE IS IN THE SW CORNER OF THE BUILDING AND BEARS
 NL0838'THE FOLLOWING INSCRIPTION HEILIGE SCHUTZENGEL KIRCHE, 1904.
 NL0838'
 NL0838'THE TOTAL HEIGHT IS ABOUT 115 FEET.
 NL0838
 NL0838                          STATION RECOVERY (1950)
 NL0838
 NL0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0838'THE STATION IS LOCATED IN THE NORTHEAST ANGLE OF THE MAIN
 NL0838'INTERSECTION OF THE SMALL TOWN OF ROSELLE.  IT IS A RED BRICK
 NL0838'CHURCH, WITH 4 CLOCKS ON EACH SIDE OF THE SPIRE.  THE SPIRE
 NL0838'IS APPROXIMATELY 150 FEET HIGH AND IS COVERED WITH SLATE
 NL0838'SHINGLES.
 NL0838'
 NL0838'THE POINT INTERSECTED WAS THE CROSS ON TOP OF SPIRE.
 NL0838'
 NL0838'NOTE--THIS SPIRE WAS ESTABLISHED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0839 ***********************************************************************
 ON0839  DESIGNATION -  ROSSVILLE
 ON0839  PID         -  ON0839
 ON0839  STATE/COUNTY-  IA/ALLAMAKEE
 ON0839  USGS QUAD   -  ROSSVILLE (1971)
 ON0839
 ON0839                         *CURRENT SURVEY CONTROL
 ON0839  ___________________________________________________________________
 ON0839* NAD 83(1996)-  43 12 01.88615(N)    091 23 58.78816(W)     ADJUSTED  
 ON0839* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 ON0839  ___________________________________________________________________
 ON0839  LAPLACE CORR-          -6.99  (seconds)                    DEFLEC99
 ON0839  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 ON0839
 ON0839  HORZ ORDER  -  SECOND
 ON0839
 ON0839.The horizontal coordinates were established by classical geodetic methods
 ON0839.and adjusted by the National Geodetic Survey in May 1999..
 ON0839
 ON0839.The orthometric height was scaled from a topographic map.
 ON0839
 ON0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0839
 ON0839.The geoid height was determined by GEOID03.
 ON0839
 ON0839;                    North         East     Units Scale Factor Converg.
 ON0839;SPC IA N     - 1,191,014.223 1,670,685.987   MT  0.99998859   +1 25 24.6
 ON0839;UTM  15      - 4,784,326.182   630,016.909   MT  0.99980795   +1 05 44.4
 ON0839
 ON0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0839!SPC IA N     -   0.99994746  x   0.99998859  =   0.99993605
 ON0839!UTM  15      -   0.99994746  x   0.99980795  =   0.99975542
 ON0839
 ON0839:                Primary Azimuth Mark                     Grid Az
 ON0839:SPC IA N     -  PAINT CREEK LUTHERAN CH SPIRE            054 28 14.2
 ON0839:UTM  15      -  PAINT CREEK LUTHERAN CH SPIRE            054 47 54.4
 ON0839
 ON0839|---------------------------------------------------------------------|
 ON0839| PID    Reference Object                     Distance      Geod. Az  |
 ON0839|                                                           dddmmss.s |
 ON0839| ON0843 PAINT CREEK LUTHERAN CH SPIRE       APPROX.12.7 KM 0555338.8 |
 ON0839| CI7072 ROSSVILLE AZ MK                                    0905541.8 |
 ON0839| CI7075 ROSSVILLE RM 3                       18.408 METERS 22547     |
 ON0839| CI7073 ROSSVILLE RM 1                       26.079 METERS 24809     |
 ON0839| CI7074 ROSSVILLE RM 2                       27.920 METERS 31204     |
 ON0839| ON0849 WAUKON ST PATRICKS CATH CH TWR      APPROX. 9.9 KM 3192526.0 |
 ON0839|---------------------------------------------------------------------|
 ON0839
 ON0839                          SUPERSEDED SURVEY CONTROL
 ON0839
 ON0839  NAD 83(1996)-  43 12 01.88613(N)    091 23 58.78810(W) AD(       ) 2
 ON0839  NAD 83(1986)-  43 12 01.87763(N)    091 23 58.78795(W) AD(       ) 2
 ON0839  NAD 27      -  43 12 01.95120(N)    091 23 58.29080(W) AD(       ) 2
 ON0839
 ON0839.Superseded values are not recommended for survey control.
 ON0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0839.See file dsdata.txt to determine how the superseded data were derived.
 ON0839
 ON0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH3001784326(NAD 83)
 ON0839_MARKER: DS = TRIANGULATION STATION DISK
 ON0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0839
 ON0839  HISTORY     - Date     Condition        Report By
 ON0839  HISTORY     - 1961     MONUMENTED       CGS
 ON0839  HISTORY     - 1967     GOOD             CGS
 ON0839
 ON0839                          STATION DESCRIPTION
 ON0839
 ON0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0839'THE STATION IS ABOUT 7 MILES SOUTHEAST OF WAUKON, ABOUT 2 MILES
 ON0839'NORTHWEST OF ROSSVILLE, IN THE SW 1/4 OF SEC. 23, T-97-N, R-5-W,
 ON0839'AND ON ROAD RIGHT-OF-WAY.  IT IS 101 FEET SOUTHWEST OF THE
 ON0839'INTERSECTION OF A GRAVELED ROAD AND A SIDE ROAD WEST, 91 FEET
 ON0839'NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 81 FEET SOUTHWEST
 ON0839'OF THE CENTERLINE OF THE GRAVELED ROAD, 4 FEET NORTH OF A
 ON0839'WITNESS POST AND 1 FOOT NORTHEAST OF A FENCE.  THE MONUMENT
 ON0839'PROJECTS 8 INCHES AND THE DISK IS STAMPED ROSSVILLE 1961.
 ON0839'
 ON0839'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13
 ON0839'AND 9 IN THE CENTER OF WAUKON, GO SOUTHEASTERLY ON HIGHWAY 13
 ON0839'FOR 3.0 MILES TO THE JUNCTION OF STATE HIGHWAY 51.  CONTINUE
 ON0839'SOUTHEAST ON HIGHWAY 13 FOR 3.9 MILES TO A SIDE ROAD RIGHT
 ON0839'AND THE STATION ON THE RIGHT.
 ON0839'
 ON0839'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST AND
 ON0839'EAST ON THE GRAVELED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK
 ON0839'ON THE LEFT.
 ON0839'
 ON0839'REFERENCE MARK 1 IS 29 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY
 ON0839'AND 6 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN.  THE
 ON0839'MONUMENT IS FLUSH AND THE DISK IS STAMPED ROSSVILLE NO 1 1961.
 ON0839'
 ON0839'REFERENCE MARK 2 IS 38 FEET NORTH OF THE CENTERLINE OF THE
 ON0839'DRIVEWAY, 7 FEET SOUTHWEST OF A FENCE AND 3 FEET SOUTH OF A
 ON0839'POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON0839'ROSSVILLE NO 2 1961.
 ON0839'
 ON0839'THE AZIMUTH MARK IS 37 FEET NORTHEAST OF THE CENTERLINE OF THE
 ON0839'ROAD, 25 FEET SOUTHWEST OF A FENCE AND 8 FEET SOUTHWEST OF
 ON0839'A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON0839'ROSSVILLE 1961.
 ON0839'
 ON0839'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 ON0839
 ON0839                          STATION RECOVERY (1967)
 ON0839
 ON0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ON0839'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 ON0839'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 ON0839'NO. 1 WAS RECOVERED BUT AN EXTENSION HAD BEEN BUILT ON THE
 ON0839'BARN AND THE MARK WAS NO LONGER USABLE.  REFERENCE MARK NO. 3
 ON0839'WAS SET.
 ON0839'
 ON0839'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND
 ON0839'13 IN THE CENTER OF WAUKON, GO SOUTHEAST ON STATE HIGHWAY 13
 ON0839'FOR 3.0 MILES TO THE JUNCTION OF STATE HIGHWAY 51.  CONTINUE
 ON0839'SOUTHEAST ON STATE HIGHWAY 13 FOR 3.8 MILES TO A SIDE ROAD ON
 ON0839'THE RIGHT AND THE STATION IN THE SOUTHWEST ANGLE OF THE
 ON0839'INTERSECTION.  (CONTINUE SOUTHEAST ON STATE HIGHWAY 13 FOR
 ON0839'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 ON0839'
 ON0839'STATION MARK, A STANDARD DISK STAMPED ROSSVILLE 1961, IS SET
 ON0839'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 ON0839'IT IS 101 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 13, 78 FEET
 ON0839'WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 57 FEET EAST OF THE
 ON0839'CENTER OF A DRIVEWAY, 61.5 FEET NORTH OF THE NORTHEAST CORNER OF
 ON0839'A BARN, 48.5 FEET EAST OF EAST GATE POST, 4 FEET NORTHWEST OF
 ON0839'A METAL WITNESS POST, AND 1 FOOT NORTHEAST OF A FENCE.  THE
 ON0839'UNDERGROUND MARK WAS NOT INSPECTED.
 ON0839'
 ON0839'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROSSVILLE NO. 2
 ON0839'1961, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 ON0839'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 82.5 FEET SOUTH
 ON0839'OF THE CENTER OF STATE HIGHWAY 13, 37 FEET WEST OF THE CENTER
 ON0839'OF THE DRIVEWAY, AND 3 FEET SOUTHEAST OF A POWERLINE POLE.
 ON0839'
 ON0839'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ROSSVILLE 1961
 ON0839'NO. 3 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 ON0839'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 2 FEET WEST
 ON0839'OF THE NORTHEAST CORNER OF THE BARN AND 1 FOOT NORTH OF THE
 ON0839'NORTH SIDE OF THE BARN.
 ON0839'
 ON0839'AZIMUTH MARK, A STANDARD DISK STAMPED ROSSVILLE 1961, IS SET
 ON0839'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 ON0839'SURFACE OF THE GROUND.  IT IS 71 FEET NORTH OF THE CENTER OF
 ON0839'STATE HIGHWAY 13, 16 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND
 ON0839'8 FEET SOUTH OF A METAL WITNESS POST.
 ON0839'
 ON0839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 ON0839'NORTHWEST OF ROSSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0695 ***********************************************************************
 NK0695  DESIGNATION -  ROWAN
 NK0695  PID         -  NK0695
 NK0695  STATE/COUNTY-  IA/FRANKLIN
 NK0695  USGS QUAD   -  DOWS EAST (1979)
 NK0695
 NK0695                         *CURRENT SURVEY CONTROL
 NK0695  ___________________________________________________________________
 NK0695* NAD 83(1996)-  42 44 50.00791(N)    093 28 34.71209(W)     ADJUSTED  
 NK0695* NAVD 88     -       390.65   (+/-2cm)    1281.7    (feet)  VERTCON   
 NK0695  ___________________________________________________________________
 NK0695  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 NK0695  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 NK0695
 NK0695  HORZ ORDER  -  FIRST
 NK0695  VERT ORDER  -  THIRD ? (See Below)
 NK0695
 NK0695.The horizontal coordinates were established by classical geodetic methods
 NK0695.and adjusted by the National Geodetic Survey in May 1999..
 NK0695
 NK0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0695.The vertical order pertains to the NGVD 29 superseded value.
 NK0695
 NK0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0695
 NK0695.The geoid height was determined by GEOID03.
 NK0695
 NK0695;                    North         East     Units Scale Factor Converg.
 NK0695;SPC IA N     - 1,138,537.921 1,501,939.590   MT  0.99994633   +0 00 57.8
 NK0695;UTM  15      - 4,732,855.102   461,018.044   MT  0.99961869   -0 19 23.9
 NK0695
 NK0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0695!SPC IA N     -   0.99994305  x   0.99994633  =   0.99988938
 NK0695!UTM  15      -   0.99994305  x   0.99961869  =   0.99956176
 NK0695
 NK0695|---------------------------------------------------------------------|
 NK0695| PID    Reference Object                     Distance      Geod. Az  |
 NK0695|                                                           dddmmss.s |
 NK0695| CI7077 ROWAN RM 1                           20.071 METERS 05028     |
 NK0695| CI7078 ROWAN RM 2                           38.435 METERS 13741     |
 NK0695| CI7076 ROWAN AZ MK                                        2152101.3 |
 NK0695| NK0737 DELANO                              APPROX.17.8 KM 2370110.4 |
 NK0695|---------------------------------------------------------------------|
 NK0695
 NK0695                          SUPERSEDED SURVEY CONTROL
 NK0695
 NK0695  NAD 83(1996)-  42 44 50.00812(N)    093 28 34.71114(W) AD(       ) 1
 NK0695  NAD 83(1986)-  42 44 50.00303(N)    093 28 34.70357(W) AD(       ) 1
 NK0695  NAD 27      -  42 44 50.10000(N)    093 28 33.96600(W) AD(       ) 1
 NK0695  NGVD 29 (07/19/86)  390.66   (m)         1281.7    (f) LEVELING    3  
 NK0695
 NK0695.Superseded values are not recommended for survey control.
 NK0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0695.See file dsdata.txt to determine how the superseded data were derived.
 NK0695
 NK0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH6101832855(NAD 83)
 NK0695_MARKER: DS = TRIANGULATION STATION DISK
 NK0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0695
 NK0695  HISTORY     - Date     Condition        Report By
 NK0695  HISTORY     - 1938     MONUMENTED       CGS
 NK0695  HISTORY     - 1972     GOOD             USGS
 NK0695
 NK0695                          STATION DESCRIPTION
 NK0695
 NK0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0695'ABOUT 14 MILES W OF HAMPTON, 13 MILES E OF CLARION, ABOUT 0.2
 NK0695'MILE NE OF THE CORNER OF SEC. 30, T 92 N, R 22 W, IN THE NW
 NK0695'CORNER OF THE YARD OF THE FIRST FARM E OF THE SECTION CORNER.
 NK0695'STATION IS 28.5 FEET E OF THE W FENCE, 42.8 FEET S OF THE N
 NK0695'FENCE AND 205 FEET WNW OF THE NW CORNER OF THE BARN, AND ABOUT
 NK0695'100 YARDS NW OF THE FARMHOUSE.  MONUMENT PROJECTS ABOUT 10
 NK0695'INCHES ABOVE THE SURFACE AND IS STAMPED ROWAN 1938.  TO REACH
 NK0695'THE STATION FROM THE VILLAGE OF ROWAN GO N ABOUT 0.5 MILE
 NK0695'TO IOWA ROUTE 10 AND TURN RIGHT, E, AND GO 3.9 MILES TO THE
 NK0695'ENTRANCE TO THE FARM ON THE N, WHICH IS ABOUT 0.2 MILE PAST
 NK0695'THE SECTION CORNER AND JUNCTION WITH COUNTY ROAD A.
 NK0695'
 NK0695'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NK0695'BRONZE DISKS SET IN CONCRETE.
 NK0695'
 NK0695'REFERENCE MARK NO. 1 IS NE OF THE STATION IN THE N FENCE LINE
 NK0695'OF THE FARMYARD AND PROJECTS ABOUT 8 INCHES, STAMPED ROWAN
 NK0695'NO. 1 1938.  REFERENCE MARK NO. 2 IS SE OF THE STATION, 11
 NK0695'FEET W OF THE OUTHOUSE, 1 FOOT N OF THE FENCE CORNER AT THE
 NK0695'NE CORNER OF THE ORCHARD, AND PROJECTS ABOUT 8 INCHES, STAMPED
 NK0695'ROWAN NO. 2 1938.
 NK0695'
 NK0695'THE AZIMUTH MARK IS ABOUT 0.1 MILE S OF THE SECTION CORNER ON
 NK0695'COUNTY ROAD A, IN THE LAND OF THE FARM ON W SIDE OF THE ROAD,
 NK0695'IN THE S FENCE LINE, ABOUT 170 FEET W OF THE CENTER OF COUNTY
 NK0695'ROAD A, AND ABOUT 105 FEET E OF THE GARAGE AT THE W END OF THE
 NK0695'LANE, MONUMENT PROJECTS ABOUT 8 INCHES AND IS STAMPED ROWAN
 NK0695'1938, AND IS ABOUT 0.3 MILE SSW OF THE STATION.
 NK0695'
 NK0695'A 64-FOOT TOWER WILL SEE ALL STATIONS.
 NK0695'
 NK0695'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 NK0695
 NK0695                          STATION RECOVERY (1972)
 NK0695
 NK0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 NK0695'STATION AND ALL SURFACE MARKS FOUND IN GOOD CONDITION
 NK0695'
 NK0695'DISTANCES AND DIRECTIONS CHECKED OK, EXCEPT AZ. MK. IS OBSCURED
 NK0695'
 NK0695'DESCRIPTION ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0796 ***********************************************************************
 OP0796  DESIGNATION -  ROYAL MUN TANK
 OP0796  PID         -  OP0796
 OP0796  STATE/COUNTY-  IA/CLAY
 OP0796  USGS QUAD   -  ROYAL (1970)
 OP0796
 OP0796                         *CURRENT SURVEY CONTROL
 OP0796  ___________________________________________________________________
 OP0796* NAD 83(1996)-  43 03 53.35941(N)    095 17 09.24400(W)     ADJUSTED  
 OP0796* NAVD 88     -       466.     (meters)    1529.     (feet)  VERTCON   
 OP0796  ___________________________________________________________________
 OP0796  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 OP0796  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 OP0796
 OP0796  HORZ ORDER  -  THIRD
 OP0796
 OP0796.The horizontal coordinates were established by classical geodetic methods
 OP0796.and adjusted by the National Geodetic Survey in May 1999..
 OP0796
 OP0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0796
 OP0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0796
 OP0796.The geoid height was determined by GEOID03.
 OP0796
 OP0796;                    North         East     Units Scale Factor Converg.
 OP0796;SPC IA N     - 1,175,354.728 1,354,544.349   MT  0.99996936   -1 12 37.4
 OP0796;UTM  15      - 4,770,549.190   313,872.536   MT  1.00002619   -1 33 40.7
 OP0796
 OP0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0796!SPC IA N     -   0.99993135  x   0.99996936  =   0.99990072
 OP0796!UTM  15      -   0.99993135  x   1.00002619  =   0.99995754
 OP0796
 OP0796                          SUPERSEDED SURVEY CONTROL
 OP0796
 OP0796  NAD 83(1996)-  43 03 53.35941(N)    095 17 09.24400(W) AD(       ) 4
 OP0796  NAD 83(1986)-  43 03 53.35649(N)    095 17 09.23673(W) AD(       ) 4
 OP0796  NAD 27      -  43 03 53.44677(N)    095 17 08.22234(W) AD(       ) 3
 OP0796  NGVD 29 (07/19/86)  466.     (m)         1529.     (f) VERT ANG       
 OP0796
 OP0796.Superseded values are not recommended for survey control.
 OP0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0796.See file dsdata.txt to determine how the superseded data were derived.
 OP0796
 OP0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1387370549(NAD 83)
 OP0796_MARKER: 53 = ELEVATED TANK
 OP0796
 OP0796  HISTORY     - Date     Condition        Report By
 OP0796  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP0796
 OP0796                          STATION DESCRIPTION
 OP0796
 OP0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0796'THE ROYAL MUNICIPAL WATER TANK IS LOCATED IN THE NORTHWEST
 OP0796'SECTION OF ROYAL, ABOUT 0.05 MILE WEST OF THE POST OFFICE,
 OP0796'AND DIRECTLY BEHIND THE FIRE HOUSE AND WATER PLANT BUILDING.
 OP0796'
 OP0796'THE TANK IS SILVER, WITH A CONICAL ROOF PAINTED RED, HEMISPHERICAL
 OP0796'BOTTOM, AND SUPPORTED BY FOUR CHANNEL-LACED STEEL LEGS INTERLACED
 OP0796'WITH STEEL RODS, WITH A BALL AT THE APEX OF THE ROOF.  THE
 OP0796'OVERALL HEIGHT BEING 135 FEET.
 OP0796'
 OP0796'THE NAME ROYAL IS PAINTED ON THE NORTH AND SOUTH SIDES OF THE
 OP0796'TANK IN BLACK LETTERS.
 OP0796'
 OP0796'THE POINT INTERSECTED WAS THE BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0933 ***********************************************************************
 LF0933  DESIGNATION -  RR 158
 LF0933  PID         -  LF0933
 LF0933  STATE/COUNTY-  IA/FREMONT
 LF0933  USGS QUAD   -  TABOR (1957)
 LF0933
 LF0933                         *CURRENT SURVEY CONTROL
 LF0933  ___________________________________________________________________
 LF0933* NAD 83(1986)-  40 53 01.     (N)    095 44 00.     (W)     SCALED    
 LF0933* NAVD 88     -       346.192  (meters)    1135.80   (feet)  ADJUSTED  
 LF0933  ___________________________________________________________________
 LF0933  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 LF0933  DYNAMIC HT  -         346.032 (meters)    1135.27  (feet)  COMP
 LF0933  MODELED GRAV-     980,152.8   (mgal)                       NAVD 88
 LF0933
 LF0933  VERT ORDER  -  SECOND    CLASS 0
 LF0933
 LF0933.The horizontal coordinates were scaled from a topographic map and have
 LF0933.an estimated accuracy of +/- 6 seconds.
 LF0933
 LF0933.The orthometric height was determined by differential leveling
 LF0933.and adjusted by the National Geodetic Survey in June 1991..
 LF0933
 LF0933.The geoid height was determined by GEOID03.
 LF0933
 LF0933.The dynamic height is computed by dividing the NAVD 88
 LF0933.geopotential number by the normal gravity value computed on the
 LF0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0933.degrees latitude (g = 980.6199 gals.).
 LF0933
 LF0933.The modeled gravity was interpolated from observed gravity values.
 LF0933
 LF0933;                    North         East    Units  Estimated Accuracy
 LF0933;SPC IA S     -   100,540.      311,800.      MT  (+/- 180 meters Scaled)
 LF0933
 LF0933                          SUPERSEDED SURVEY CONTROL
 LF0933
 LF0933  NGVD 29 (??/??/92)  346.104  (m)         1135.51   (f) ADJ UNCH    2 0
 LF0933
 LF0933.Superseded values are not recommended for survey control.
 LF0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0933.See file dsdata.txt to determine how the superseded data were derived.
 LF0933
 LF0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF697294(NAD 83)
 LF0933_MARKER: DB = BENCH MARK DISK
 LF0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0933_STAMPING: RR 158 1949
 LF0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0933+STABILITY: SURFACE MOTION
 LF0933
 LF0933  HISTORY     - Date     Condition        Report By
 LF0933  HISTORY     - 1949     MONUMENTED       CGS
 LF0933  HISTORY     - 1950     GOOD             NGS
 LF0933  HISTORY     - 1950     GOOD             NGS
 LF0933
 LF0933                          STATION DESCRIPTION
 LF0933
 LF0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF0933'3.7 MI SE FROM BARTLETT.
 LF0933'0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0933'FROM THE STATION AT BARTLETT, THENCE 1.95 MILES EAST ALONG A
 LF0933'GRAVELED ROAD, THENCE 0.7 MILE SOUTHEAST ALONG A GRAVELED ROAD,
 LF0933'THENCE 0.95 MILE SOUTHEAST ALONG A DIRT ROAD, 67 YARDS NORTHWEST
 LF0933'OF THE NORTHWEST CORNER OF A SMALL WHITE HOUSE, 15 FEET NORTH
 LF0933'OF THE CENTER LINE OF THE DIRT ROAD, 4.4 FEET WEST OF THE WEST
 LF0933'END OF A WIRE GATE, 0.7 FOOT SOUTH OF A FENCE, 0.8 FOOT NORTH
 LF0933'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LF0933'0.7 FOOT ABOVE THE GROUND.
 LF0933
 LF0933                          STATION RECOVERY (1950)
 LF0933
 LF0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0336 ***********************************************************************
 MJ0336  DESIGNATION -  RR 90
 MJ0336  PID         -  MJ0336
 MJ0336  STATE/COUNTY-  IA/CRAWFORD
 MJ0336  USGS QUAD   -  EARLING NE (1971)
 MJ0336
 MJ0336                         *CURRENT SURVEY CONTROL
 MJ0336  ___________________________________________________________________
 MJ0336* NAD 83(1986)-  41 54 09.     (N)    095 16 00.     (W)     SCALED    
 MJ0336* NAVD 88     -       427.305  (meters)    1401.92   (feet)  ADJUSTED  
 MJ0336  ___________________________________________________________________
 MJ0336  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 MJ0336  DYNAMIC HT  -         427.108 (meters)    1401.27  (feet)  COMP
 MJ0336  MODELED GRAV-     980,148.9   (mgal)                       NAVD 88
 MJ0336
 MJ0336  VERT ORDER  -  SECOND    CLASS 0
 MJ0336
 MJ0336.The horizontal coordinates were scaled from a topographic map and have
 MJ0336.an estimated accuracy of +/- 6 seconds.
 MJ0336
 MJ0336.The orthometric height was determined by differential leveling
 MJ0336.and adjusted by the National Geodetic Survey in June 1991..
 MJ0336
 MJ0336.The geoid height was determined by GEOID03.
 MJ0336
 MJ0336.The dynamic height is computed by dividing the NAVD 88
 MJ0336.geopotential number by the normal gravity value computed on the
 MJ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0336.degrees latitude (g = 980.6199 gals.).
 MJ0336
 MJ0336.The modeled gravity was interpolated from observed gravity values.
 MJ0336
 MJ0336;                    North         East    Units  Estimated Accuracy
 MJ0336;SPC IA N     - 1,046,240.    1,353,410.      MT  (+/- 180 meters Scaled)
 MJ0336
 MJ0336                          SUPERSEDED SURVEY CONTROL
 MJ0336
 MJ0336  NGVD 29 (??/??/92)  427.158  (m)         1401.43   (f) ADJ UNCH    2 0
 MJ0336
 MJ0336.Superseded values are not recommended for survey control.
 MJ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0336.See file dsdata.txt to determine how the superseded data were derived.
 MJ0336
 MJ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG119414(NAD 83)
 MJ0336_MARKER: DB = BENCH MARK DISK
 MJ0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0336_STAMPING: RR 90 1935
 MJ0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0336+STABILITY: SURFACE MOTION
 MJ0336
 MJ0336  HISTORY     - Date     Condition        Report By
 MJ0336  HISTORY     - 1935     MONUMENTED       CGS
 MJ0336  HISTORY     - 1971     MARK NOT FOUND   USGS
 MJ0336
 MJ0336                          STATION DESCRIPTION
 MJ0336
 MJ0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0336'2 MI W FROM MANILLA.
 MJ0336'2.0 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0336'RAILROAD FROM THE STATION AT MANILLA, CRAWFORD COUNTY, AT MILEPOST
 MJ0336'2, AT A ROAD CROSSING, 30 FEET WEST OF THE CENTERLINE OF THE ROAD,
 MJ0336'18 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET LOWER
 MJ0336'THAN THE TRACK.  A STANDARD DISK, STAMPED RR 90 1935 AND SET IN
 MJ0336'THE TOP OF A CONCRETE POST.
 MJ0336
 MJ0336                          STATION RECOVERY (1971)
 MJ0336
 MJ0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MJ0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1651 ***********************************************************************
 NM1651  DESIGNATION -  RUBLE
 NM1651  PID         -  NM1651
 NM1651  STATE/COUNTY-  IA/PLYMOUTH
 NM1651  USGS QUAD   -  IRETON SW (1969)
 NM1651
 NM1651                         *CURRENT SURVEY CONTROL
 NM1651  ___________________________________________________________________
 NM1651* NAD 83(1996)-  42 50 07.97988(N)    096 26 39.94648(W)     ADJUSTED  
 NM1651* NAVD 88     -       447.     (meters)    1467.     (feet)  SCALED    
 NM1651  ___________________________________________________________________
 NM1651  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 NM1651  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 NM1651
 NM1651  HORZ ORDER  -  SECOND
 NM1651
 NM1651.The horizontal coordinates were established by classical geodetic methods
 NM1651.and adjusted by the National Geodetic Survey in May 1999..
 NM1651
 NM1651.The orthometric height was scaled from a topographic map.
 NM1651
 NM1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1651
 NM1651.The geoid height was determined by GEOID03.
 NM1651
 NM1651;                    North         East     Units Scale Factor Converg.
 NM1651;SPC IA N     - 1,152,540.713 1,259,329.848   MT  0.99994965   -1 59 44.1
 NM1651;SPC SD S     -    63,234.865   917,833.011   MT  0.99999948   +2 40 58.0
 NM1651;SPC SD S     -   207,463.05  3,011,257.14   sFT  0.99999948   +2 40 58.0
 NM1651;UTM  14      - 4,745,721.157   708,860.324   MT  1.00013670   +1 44 17.3
 NM1651
 NM1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1651!SPC IA N     -   0.99993392  x   0.99994965  =   0.99988358
 NM1651!SPC SD S     -   0.99993392  x   0.99999948  =   0.99993340
 NM1651!UTM  14      -   0.99993392  x   1.00013670  =   1.00007061
 NM1651
 NM1651|---------------------------------------------------------------------|
 NM1651| PID    Reference Object                     Distance      Geod. Az  |
 NM1651|                                                           dddmmss.s |
 NM1651| CO4425 RUBLE RM 1                           20.961 METERS 10252     |
 NM1651| NM1708 OMAHA BISMARCK AIRWAY BCN 11        APPROX. 5.4 KM 2542839.5 |
 NM1651| CO4424 RUBLE AZ MK                                        2755411.7 |
 NM1651| CO4426 RUBLE RM 2                           17.960 METERS 34503     |
 NM1651|---------------------------------------------------------------------|
 NM1651
 NM1651                          SUPERSEDED SURVEY CONTROL
 NM1651
 NM1651  NAD 83(1996)-  42 50 07.97989(N)    096 26 39.94648(W) AD(       ) 2
 NM1651  NAD 83(1996)-  42 50 07.97985(N)    096 26 39.94639(W) AD(       ) 2
 NM1651  NAD 83(1996)-  42 50 07.97997(N)    096 26 39.94503(W) AD(       ) 2
 NM1651  NAD 83(1986)-  42 50 07.98310(N)    096 26 39.94043(W) AD(       ) 2
 NM1651  NAD 27      -  42 50 08.01700(N)    096 26 38.83400(W) AD(       ) 2
 NM1651
 NM1651.Superseded values are not recommended for survey control.
 NM1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1651.See file dsdata.txt to determine how the superseded data were derived.
 NM1651
 NM1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0886045721(NAD 83)
 NM1651_MARKER: DS = TRIANGULATION STATION DISK
 NM1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1651
 NM1651  HISTORY     - Date     Condition        Report By
 NM1651  HISTORY     - 1949     MONUMENTED       CGS
 NM1651  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM1651
 NM1651                          STATION DESCRIPTION
 NM1651
 NM1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1651'THE STATION IS LOCATED ABOUT 6-1/4 MILES EAST-NORTHEAST OF
 NM1651'AKRON, AND ABOUT 0.1 MILE SOUTH OF A GRAVELLED, SECTION LINE
 NM1651'ROAD.  IT IS ON PROPERTY OWNED BY MR. ELMER JOHNSTON, OF HAWARDEN,
 NM1651'AND OCCUPIED BY MR. ART KLAVE.  IT IS ABOUT 100 YARDS
 NM1651'SOUTH-SOUTHEAST OF THE FARM HOUSE, AND 26 FEET NORTHEAST OF
 NM1651'A FENCE CORNER.  THE DISK IS STAMPED RUBLE 1949 AND IS SET
 NM1651'10 INCHES BELOW THE SURFACE OF THE GROUND.
 NM1651'
 NM1651'REFERENCE MARK NO. 1 IS 3 FEET NORTH OF AN EAST-WEST FENCELINE.
 NM1651'THE DISK IS STAMPED RUBLE NO 1 1949 AND IS SET FLUSH.
 NM1651'
 NM1651'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF A GATE POST, AND 1
 NM1651'FOOT EAST OF A NORTH-SOUTH FENCELINE.  THE DISK IS STAMPED
 NM1651'RUBLE NO 2 1949 AND IS SET FLUSH.
 NM1651'
 NM1651'THE AZIMUTH MARK IS 29 FEET NORTH OF THE GRAVELED ROAD, 22 FEET
 NM1651'WEST OF A TELEPHONE POLE, AND 2 FEET SOUTH OF AN EAST-WEST
 NM1651'FENCELINE.  THE DISK IS STAMPED RUBLE 1949 AND PROJECTS 3
 NM1651'INCHES.
 NM1651'
 NM1651'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 12
 NM1651'AND COUNTY ROUTE V, ABOUT 0.9 MILE NORTH OF AKRON, GO EAST ON
 NM1651'ROUTE V FOR 3.95 MILES TO A CROSS ROAD AND A SCHOOL HOUSE.
 NM1651'CONTINUE EAST FOR 0.3 MILE TO THE TOP OF A SMALL RIDGE AND
 NM1651'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE EAST
 NM1651'FOR 0.95 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND
 NM1651'FOLLOW THE DRIVE FOR 0.1 MILE, SOUTH, TO A FENCELINE.  TURN
 NM1651'RIGHT, ALONG THE NORTH SIDE OF THE FENCE, FOR ABOUT 50 YARDS
 NM1651'TO THE FENCE CORNER AND THE STATION AS DESCRIBED.
 NM1651'
 NM1651'A 74 FOOT SIGNAL AT WETROSKY 1934 IS VISIBLE AT 37 FEET.
 NM1651'
 NM1651'A 4 FOOT SIGNAL AT ADAVILLE IS VISIBLE AT 37 FEET.
 NM1651'
 NM1651'A 47 FOOT SIGNAL AT COAD IS VISIBLE AT 37 FEET.
 NM1651'
 NM1651'A 4 FOOT SIGNAL AT NIXON IS VISIBLE AT 37 FEET.
 NM1651'
 NM1651'A 4 FOOT SIGNAL AT SPINK IS VISIBLE AT 37 FEET.
 NM1651'
 NM1651'A 100 FOOT SIGNAL AT ALICESTER IS VISIBLE FROM THE GROUND.
 NM1651'
 NM1651'A 100 FOOT SIGNAL AT IRETON IS VISIBLE AT 37 FEET.
 NM1651'
 NM1651'AN 87 FOOT SIGNAL AT KRUSE 1934 IS VISIBLE AT 37 FEET.
 NM1651'
 NM1651'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NM1651
 NM1651                          STATION RECOVERY (1969)
 NM1651
 NM1651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM1651'STATION NOT RECOVERED.  NO MARKS WERE FOUND.  A LACK OF DIRECT
 NM1651'REFERENCES COULD HAVE BEEN THE CAUSE FOR NOT LOCATING THE
 NM1651'STATION OR REFERENCE MARKS.  THE FENCE CORNER AND DRIVEWAY
 NM1651'DESCRIBED IN THE NOTES ARE NO LONGER PRESENT.  A CORN BIN
 NM1651'IS IN THE GENERAL AREA OF THE STATION LOCATION.  THE AZIMUTH
 NM1651'MARK WAS PROBABLY DESTROYED WHEN COUNTY HWY 5 WAS WIDENED
 NM1651'AND PAVED.  REFERENCE MARK 1 AND 2 WERE NOT FOUND.
 NM1651'
 NM1651'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/4 MI.
 NM1651'ENE OF AKRON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1002 ***********************************************************************
 OO1002  DESIGNATION -  RUDD
 OO1002  PID         -  OO1002
 OO1002  STATE/COUNTY-  IA/FLOYD
 OO1002  USGS QUAD   -  RUDD (1971)
 OO1002
 OO1002                         *CURRENT SURVEY CONTROL
 OO1002  ___________________________________________________________________
 OO1002* NAD 83(1996)-  43 07 40.27319(N)    092 54 16.50192(W)     ADJUSTED  
 OO1002* NAVD 88     -       385.9    (meters)    1266.     (feet)  VERTCON   
 OO1002  ___________________________________________________________________
 OO1002  LAPLACE CORR-         -10.54  (seconds)                    DEFLEC99
 OO1002  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 OO1002
 OO1002  HORZ ORDER  -  SECOND
 OO1002
 OO1002.The horizontal coordinates were established by classical geodetic methods
 OO1002.and adjusted by the National Geodetic Survey in May 1999..
 OO1002
 OO1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1002
 OO1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1002
 OO1002.The geoid height was determined by GEOID03.
 OO1002
 OO1002;                    North         East     Units Scale Factor Converg.
 OO1002;SPC IA N     - 1,180,991.181 1,548,448.534   MT  0.99997759   +0 24 12.7
 OO1002;UTM  15      - 4,775,017.305   507,761.067   MT  0.99960074   +0 03 54.8
 OO1002
 OO1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1002!SPC IA N     -   0.99994423  x   0.99997759  =   0.99992182
 OO1002!UTM  15      -   0.99994423  x   0.99960074  =   0.99954499
 OO1002
 OO1002:                Primary Azimuth Mark                     Grid Az
 OO1002:SPC IA N     -  FLOYD MUN TANK                           091 13 50.4
 OO1002:UTM  15      -  FLOYD MUN TANK                           091 34 08.3
 OO1002
 OO1002|---------------------------------------------------------------------|
 OO1002| PID    Reference Object                     Distance      Geod. Az  |
 OO1002|                                                           dddmmss.s |
 OO1002| OO0973 FLOYD MUN TANK                      APPROX.13.6 KM 0913803.1 |
 OO1002| OO1142 NORA SPRINGS ATT MICROWAVE          APPROX.18.5 KM 2841902.1 |
 OO1002|---------------------------------------------------------------------|
 OO1002
 OO1002                          SUPERSEDED SURVEY CONTROL
 OO1002
 OO1002  NAD 83(1996)-  43 07 40.27321(N)    092 54 16.50190(W) AD(       ) 2
 OO1002  NAD 83(1986)-  43 07 40.26637(N)    092 54 16.49650(W) AD(       ) 2
 OO1002  NAD 27      -  43 07 40.36545(N)    092 54 15.80525(W) AD(       ) 2
 OO1002  NGVD 29 (07/19/86)  385.9    (m)         1266.     (f) VERT ANG       
 OO1002
 OO1002.Superseded values are not recommended for survey control.
 OO1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1002.See file dsdata.txt to determine how the superseded data were derived.
 OO1002
 OO1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH0776175017(NAD 83)
 OO1002_MARKER: DD = SURVEY DISK
 OO1002_SETTING: 0 = UNSPECIFIED SETTING
 OO1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1002
 OO1002  HISTORY     - Date     Condition        Report By
 OO1002  HISTORY     - 1969     MONUMENTED       USGS
 OO1002
 OO1002                          STATION DESCRIPTION
 OO1002
 OO1002'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JLC)
 OO1002'THE STATION IS LOCATED ON TOP OF THE HEADHOUSE OF THE FARMERS
 OO1002'CO-OP ELEVATOR IN THE TOWN OF RUDD.  IT IS 16 MILES EAST OF MASON
 OO1002'CITY AND 8.5 MILES WEST OF FLOYD IN THE NW 1/4 OF SEC. 19,
 OO1002'R. 17 W., T. 96 N.
 OO1002'
 OO1002'TO REACH THE STATION FROM THE POST OFFICE IN RUDD, GO WEST
 OO1002'ON A PAVED STREET FOR 0.1 MILE TO THE STATION ON THE LEFT.
 OO1002'
 OO1002'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED
 OO1002'ET RUDD 1969.  IT IS CEMENTED IN A DRILL HOLE IN THE TOP
 OO1002'OF THE HEADHOUSE.  IT IS 3.8 FEET SOUTHWEST OF THE CENTER
 OO1002'OF A SQUARE MANHOLE COVER AND 1.9 FEET NORTHEAST OF A METAL LIGHT
 OO1002'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0949 ***********************************************************************
 OO0949  DESIGNATION -  RUSTY ET
 OO0949  PID         -  OO0949
 OO0949  STATE/COUNTY-  IA/MITCHELL
 OO0949  USGS QUAD   -  RICEVILLE (1972)
 OO0949
 OO0949                         *CURRENT SURVEY CONTROL
 OO0949  ___________________________________________________________________
 OO0949* NAD 83(1996)-  43 16 11.48642(N)    092 36 14.61871(W)     ADJUSTED  
 OO0949* NAVD 88     -       361.7    (meters)    1187.     (feet)  VERTCON   
 OO0949  ___________________________________________________________________
 OO0949  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 OO0949  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 OO0949
 OO0949  HORZ ORDER  -  SECOND
 OO0949
 OO0949.The horizontal coordinates were established by classical geodetic methods
 OO0949.and adjusted by the National Geodetic Survey in May 1999..
 OO0949
 OO0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0949
 OO0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0949
 OO0949.The geoid height was determined by GEOID03.
 OO0949
 OO0949;                    North         East     Units Scale Factor Converg.
 OO0949;SPC IA N     - 1,196,981.932 1,572,733.908   MT  1.00000058   +0 36 26.0
 OO0949;UTM  15      - 4,790,858.801   532,130.779   MT  0.99961270   +0 16 17.0
 OO0949
 OO0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0949!SPC IA N     -   0.99994807  x   1.00000058  =   0.99994865
 OO0949!UTM  15      -   0.99994807  x   0.99961270  =   0.99956079
 OO0949
 OO0949|---------------------------------------------------------------------|
 OO0949| PID    Reference Object                     Distance      Geod. Az  |
 OO0949|                                                           dddmmss.s |
 OO0949| CI7084 RUSTY ET RM 1                        15.206 METERS 00233     |
 OO0949| CI7085 RUSTY ET RM 2                        10.895 METERS 25150     |
 OO0949| OO1004 OSAGE S MUN TANK                    APPROX.17.2 KM 2732622.4 |
 OO0949|---------------------------------------------------------------------|
 OO0949
 OO0949                          SUPERSEDED SURVEY CONTROL
 OO0949
 OO0949  NAD 83(1996)-  43 16 11.48643(N)    092 36 14.61870(W) AD(       ) 2
 OO0949  NAD 83(1986)-  43 16 11.47995(N)    092 36 14.61631(W) AD(       ) 2
 OO0949  NAD 27      -  43 16 11.57015(N)    092 36 13.94250(W) AD(       ) 2
 OO0949  NGVD 29 (07/19/86)  361.7    (m)         1187.     (f) VERT ANG       
 OO0949
 OO0949.Superseded values are not recommended for survey control.
 OO0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0949.See file dsdata.txt to determine how the superseded data were derived.
 OO0949
 OO0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3213190859(NAD 83)
 OO0949_MARKER: DD = SURVEY DISK
 OO0949_SETTING: 0 = UNSPECIFIED SETTING
 OO0949
 OO0949  HISTORY     - Date     Condition        Report By
 OO0949  HISTORY     - 1969     MONUMENTED       USGS
 OO0949
 OO0949                          STATION DESCRIPTION
 OO0949
 OO0949'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 OO0949'THE STATION IS ABOUT 10.6 MI E. OF OSAGE, NEAR THE QUARTER
 OO0949'COR. BETWEEN SECS. 27 AND 34, T. 98 N., R. 15 W., ON A SMALL
 OO0949'RISE SW. OF A FARMYARD.
 OO0949'
 OO0949'TO REACH FROM THE JCT. OF U.S. HWY. 218 AND ST. HWY. 9 IN
 OO0949'OSAGE, GO E. ON U.S. HWY. 218 AND ST. HWY. 9 FOR 4.0 MI TO WHERE
 OO0949'U.S. HWY. 218 TURNS S., CONTINUE E. ON ST. HWY. 9 FOR 4.0 MI TO
 OO0949'WHERE ST. HWY. 9 TURNS N., CONTINUE E. FOR ABOUT 1.2 MI TO A
 OO0949'CROSSROAD, TURN RIGHT AND GO S. ON PAVED RD. FOR 1.0 MI, TURN
 OO0949'LEFT AND GO E. 1.5 MI TO A FARMHOUSE ON THE LEFT AND THE STATION
 OO0949'ON THE RIGHT, SW. OF THE HOUSE.
 OO0949'
 OO0949'THE STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0949'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 OO0949'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET RUSTY
 OO0949'1969 IS 18 FT S. AND 164 FT W. CENTER RD. AT DR. N.  18 FT
 OO0949'S. AND 12 FT W. CENTER RD. AT FENCE S.  14 FT N. AND 12 FT
 OO0949'W. OF USGS WITNESS POST.  THE MARK IS BURIED 20 IN. BELOW THE
 OO0949'GROUND.
 OO0949'
 OO0949'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 OO0949'COATED RODS CENTERD IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 OO0949'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED RUSTY NO. 1
 OO0949'1969 IS N. OF THE STATION, 32 FT N. AND 162 FT W. CENTER RD. AT
 OO0949'DRAIN N.  32 FT N. AND 10 FT W. CENTER RD. AT FENCE S.  2
 OO0949'FT S. OF N. RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH WITH THE
 OO0949'GROUND.
 OO0949'
 OO0949'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2
 OO0949'IN. COPPER COATED RODS CENTERD IN 6 IN. DIAMETER TILE 12
 OO0949'IN. LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP,
 OO0949'STAMPED RUSTY NO 2 1969 IS W. OF THE STATION, 30 FT S. AND
 OO0949'198 FT W. CENTER RD. AT DR. N.  30 FT S. AND 46 FT W. CENTER
 OO0949'RD. AT FENCE S.  1.0 FT N. OF S. RIGHT-OF-WAY FENCE, THE
 OO0949'MARK IS FLUSH WITH THE GROUND.
 OO0949'
 OO0949'NO AZIMUTH MARK WAS SET.
 OO0949'
 OO0949'REFERENCE AZIMUTH USED - NEW OSAGE M.W.T. (CENTER TWO RED
 OO0949'LIGHTS)
 OO0949'
 OO0949'NEW OSAGE M.W.T. - STATION IS CENTER OF 2 RED LIGHTS ON TOP
 OO0949'OF THE NEW OSAGE M.W.T. LOCATED ABOUT 65 FT S. AND 240 FT
 OO0949'E. OF THE INTERSECTION OF PARK ST. AND S. 4TH STREET IN
 OO0949'OSAGE.  THE TANK, A HORTON WATER SPHEROID, WAS BUILT IN 1967,
 OO0949'T. 98 N., R. 17 W., IN THE NW 1/4 OF SEC. 26.
 OO0949'
 OO0949'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1044 ***********************************************************************
 OP1044  DESIGNATION -  RUTHVAN
 OP1044  PID         -  OP1044
 OP1044  STATE/COUNTY-  IA/PALO ALTO
 OP1044  USGS QUAD   -  GRAETTINGER WEST (1972)
 OP1044
 OP1044                         *CURRENT SURVEY CONTROL
 OP1044  ___________________________________________________________________
 OP1044* NAD 83(1996)-  43 08 54.11626(N)    094 51 43.65507(W)     ADJUSTED  
 OP1044* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 OP1044  ___________________________________________________________________
 OP1044  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 OP1044  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 OP1044
 OP1044  HORZ ORDER  -  FIRST
 OP1044
 OP1044.The horizontal coordinates were established by classical geodetic methods
 OP1044.and adjusted by the National Geodetic Survey in May 1999..
 OP1044
 OP1044.The orthometric height was scaled from a topographic map.
 OP1044
 OP1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1044
 OP1044.The geoid height was determined by GEOID03.
 OP1044
 OP1044;                    North         East     Units Scale Factor Converg.
 OP1044;SPC IA N     - 1,183,991.907 1,389,205.457   MT  0.99998053   -0 55 23.4
 OP1044;UTM  15      - 4,778,973.787   348,585.076   MT  0.99988204   -1 16 25.4
 OP1044
 OP1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1044!SPC IA N     -   0.99993251  x   0.99998053  =   0.99991304
 OP1044!UTM  15      -   0.99993251  x   0.99988204  =   0.99981455
 OP1044
 OP1044:                Primary Azimuth Mark                     Grid Az
 OP1044:SPC IA N     -  RUTHVAN AZ MK 2                          010 15 21.6
 OP1044:UTM  15      -  RUTHVAN AZ MK 2                          010 36 23.6
 OP1044
 OP1044|---------------------------------------------------------------------|
 OP1044| PID    Reference Object                     Distance      Geod. Az  |
 OP1044|                                                           dddmmss.s |
 OP1044| CI7087 RUTHVAN AZ MK 2                                    0091958.2 |
 OP1044| CI7086 RUTHVAN AZ MK                                      0232510.2 |
 OP1044| OP1024 ARMSTRONG BLACK WATER TANK          APPROX.41.5 KM 0480621.5 |
 OP1044| OP1019 WHITTEMORE MUNICIPAL TANK           APPROX.37.1 KM 1043147.4 |
 OP1044| OP1038 EMMETSBURG MUNICIPAL TANK           APPROX.14.9 KM 1062631.3 |
 OP1044| NL0748 WEST BEND MUNICIPAL TANK            APPROX.39.8 KM 1212422.6 |
 OP1044| CI7089 RUTHVAN RM 1                         24.085 METERS 14736     |
 OP1044| OP1045 AYRSHIRE MUNICIPAL TANK             APPROX.12.5 KM 1684942.2 |
 OP1044| OP1046 RUTHVAN SACRED HEART CH SPIRE       APPROX. 3.5 KM 2324842.3 |
 OP1044| CI7090 RUTHVAN RM 2                         20.512 METERS 27001     |
 OP1044| OP0783 FOSTORIA SPENCER AREA TV MAST       APPROX.29.3 KM 2942049.2 |
 OP1044| OP1050 TERRILL MUNICIPAL TANK              APPROX.19.6 KM 3324733.4 |
 OP1044| CI7088 RUTHVAN AZ MK 3                                    3332648.2 |
 OP1044|---------------------------------------------------------------------|
 OP1044
 OP1044                          SUPERSEDED SURVEY CONTROL
 OP1044
 OP1044  NAD 83(1996)-  43 08 54.11623(N)    094 51 43.65506(W) AD(       ) 1
 OP1044  NAD 83(1986)-  43 08 54.11117(N)    094 51 43.64522(W) AD(       ) 1
 OP1044  NAD 27      -  43 08 54.24200(N)    094 51 42.70200(W) AD(       ) 1
 OP1044
 OP1044.Superseded values are not recommended for survey control.
 OP1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1044.See file dsdata.txt to determine how the superseded data were derived.
 OP1044
 OP1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH4858578974(NAD 83)
 OP1044_MARKER: DS = TRIANGULATION STATION DISK
 OP1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1044
 OP1044  HISTORY     - Date     Condition        Report By
 OP1044  HISTORY     - 1934     MONUMENTED       CGS
 OP1044  HISTORY     - 1962     GOOD             IA-147
 OP1044  HISTORY     - 1963     GOOD             CGS
 OP1044  HISTORY     - 1966     GOOD             CGS
 OP1044  HISTORY     - 1971     GOOD             NGS
 OP1044
 OP1044                          STATION DESCRIPTION
 OP1044
 OP1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1044'THIS STATION IS ABOUT 9-1/2 MILES N OF W OF EMMETSBURG, AND 2
 OP1044'MILES NE OF RUTHVAN.  AT THE CENTER OF E 1/2 OF SECTION 9,
 OP1044'T 36 N, R 34 W, ON LAND OWNED BY MISS HANSEN, AND OCCUPIED BY
 OP1044'GLEN CAPNER, WHO LIVES 1/4 MILE SE OF THE STATION.  STATION MARK
 OP1044'IS ABOUT 1/4 MILE S OF W OF GATE TO HIGHLAND CEMETERY.  60
 OP1044'FEET W OF W END OF PROMINENT ROW OF COTTONWOOD TREES.  41 FEET
 OP1044'W OF FENCE CORNER, AND 1 FOOT N OF FENCE LINE, AND THE MARK
 OP1044'PROJECTS 6 INCHES.
 OP1044'
 OP1044'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS, ARE STANDARD
 OP1044'BRONZE DISKS SET IN CONCRETE.
 OP1044'
 OP1044'REFERENCE MARK NO. 1 IS SE OF THE STATION.  64 FEET S OF FENCE
 OP1044'CORNER AND 1 FOOT W OF FENCE LINE, AND THE MARK PROJECTS 6
 OP1044'INCHES.
 OP1044'
 OP1044'REFERENCE MARK NO. 2 IS W OF THE STATION.  1 FOOT N OF FENCE
 OP1044'LINE, AND MARK PROJECTS 4 INCHES.
 OP1044'
 OP1044'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 128.28 FEET.
 OP1044'
 OP1044'THE AZIMUTH MARK IS NNE OF THE STATION.  AT N EDGE OF HIGHLAND
 OP1044'SCHOOL NO. 2 LOT.  160 FEET W OF ROAD INTERSECTION WHERE
 OP1044'COUNTY ROUTE J TURNS N.  36 FEET S OF CENTER LINE OF COUNTY
 OP1044'ROUTE J.  70 FEET NNW OF NW CORNER OF SCHOOLHOUSE.  60 FEET N
 OP1044'OF FLAGPOLE.  65 FEET E OF FENCE CORNER, 3 FEET S OF TELEPHONE
 OP1044'LINE, AND 1 FOOT S OF GATE POST, AND THE MARK PROJECTS 8 INCHES.
 OP1044'
 OP1044'TO REACH THE STATION FROM ESTHERVILLE, GO S ON STATE HIGHWAY
 OP1044'17, FOR 12.4 MILES TO GRAETTINGER.  FROM GRAETTINGER GO W ON
 OP1044'GRAVEL ROAD 5.0 MILES TO CROSSROADS.  THEN S 5.9 MILES TO POINT
 OP1044'WHERE COUNTY ROUTE J TURNS W TO CROSSROADS.  CONTINUE S 0.8
 OP1044'MILES TO MR. CAPNERS HOUSE ON RIGHT.  FROM THE HOUSE, GO NW ON
 OP1044'FARM ROAD, THROUGH PASTURE AND FIELD 1/4 MILE TO STATION.
 OP1044'
 OP1044'ALL LIGHTS COME INTO VIEW AT 25 FEET.
 OP1044
 OP1044                          STATION RECOVERY (1962)
 OP1044
 OP1044'RECOVERY NOTE BY PALO ALTO COUNTY IOWA 1962
 OP1044'STATION AND REFERENCE MARKS ARE UNDISTURBED.  A NEW FENCE HAS
 OP1044'BEEN BUILT WITHIN A FOOT OF THE STATION AND REFERENCE MARKS.
 OP1044'THE OLD FENCE NOW LEVELED WITH A GRADER.  THE AZIMUTH MARK IS
 OP1044'STILL IN PLACE BUT APPEARS TO HAVE BEEN STRUCK, POSSIBLY DURING
 OP1044'ROAD CONSTRUCTION.
 OP1044
 OP1044                          STATION RECOVERY (1963)
 OP1044
 OP1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 OP1044'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 OP1044'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK DOES NOT POINT
 OP1044'TO THE LOCATION OF THE STATION.  BUT THE AZIMUTH MARK DOES SET
 OP1044'SQUARE WITH THE WORLD IN A LEVEL, UPRIGHT POSITION, AND IT IS
 OP1044'SOLID IN THE GROUND.  IT IS BELIEVED THAT IT IS IN ITS ORIGINAL
 OP1044'LOCATION.  THE SCHOOLHOUSE IS GONE.  BUT THE AZIMUTH MARK IS
 OP1044'0.6 MILE NORTH-NORTHEAST OF THE STATION, ABOUT 160 FEET WEST OF
 OP1044'THE CENTER OF CROSSROADS, 40 FEET WEST OF A POWER POLE, 18
 OP1044'FEET EAST-NORTHEAST OF TELEPHONE POLE, 36 FEET SOUTH OF THE
 OP1044'CENTER OF EAST-WEST ROAD, 9 FEET NORTH OF FENCELINE, AND 1
 OP1044'FOOT WEST OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 6
 OP1044'INCHES AND THE DISK IS STAMPED RUTHVAN AZIMUTH 1934.
 OP1044'
 OP1044'TO REACH THE STATION FROM THE TOWN OF RUTHVAN AND THE JUNCTION
 OP1044'OF U.S. HIGHWAY 18 AND STATE HIGHWAY 341, GO NORTH ON HIGHWAY
 OP1044'341 FOR 2.0 MILES TO CROSSROADS.  TURN RIGHT AND GO EAST ON
 OP1044'PAVED AND GRAVEL ROAD FOR 2.0 MILES TO CROSSROADS AND THE AZIMUTH
 OP1044'MARK AS DESCRIBED.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR
 OP1044'0.35 MILE TO A GATE AT THE NORTHEAST CORNER OF HIGHLAND
 OP1044'CEMETERY.  TURN RIGHT THROUGH GATE INTO PASTURE AND GO WEST
 OP1044'AND SOUTH AROUND CEMETERY FOR 0.2 MILE TO THE SOUTHWEST CORNER
 OP1044'OF CEMETERY.  CONTINUE SOUTH FOR 0.05 MILE TO EAST-WEST
 OP1044'FENCE.  TURN RIGHT AND GO WEST ALONG THE NORTH SIDE OF FENCE
 OP1044'FOR 0.15 MILE PAST COTTONWOOD TREES TO A NORTHEAST FENCE
 OP1044'CORNER AND THE STATION WHICH IS 41 FEET WEST OF THE NORTHEAST
 OP1044'FENCE CORNER, AND 1 FOOT NORTH OF A NEW FENCE.  THE MARK
 OP1044'PROJECTS 2 INCHES AND THE MARK IS DESCRIBED.
 OP1044
 OP1044                          STATION RECOVERY (1966)
 OP1044
 OP1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OP1044'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 OP1044'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 OP1044'MARK WAS IN THE WAY OF ROAD CONSTRUCTION AND THE MARK WAS RESET.
 OP1044'
 OP1044'FOLLOWING IS A TO REACH FOR THE STATION AND NOTES FOR ALL
 OP1044'MARKS.
 OP1044'
 OP1044'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 OP1044'STATE HIGHWAY 341 SOUTH OF RUTHVAN, GO NORTH ON STATE HIGHWAY
 OP1044'341 FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A
 OP1044'SURFACED AND GRAVELED ROAD FOR 1.85 MILES TO THE AZIMUTH MARK
 OP1044'ON THE RIGHT.  CONTINUE EAST ON THE GRAVELED ROAD FOR 0.15 MILE
 OP1044'TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR
 OP1044'0.35 MILE TO A GATE ON THE RIGHT AT THE NORTHEAST CORNER OF A
 OP1044'CEMETERY.  TURN RIGHT AND GO WEST AND NORTH AROUND CEMETERY
 OP1044'FOR 0.2 MILE TO THE SOUTHWEST CORNER OF THE CEMETERY.
 OP1044'CONTINUE SOUTH FOR 0.05 MILE TO AN EAST-WEST FENCE.  TURN
 OP1044'RIGHT AND GO WEST ALONG THE NORTH SIDE OF THE FENCE FOR 0.15
 OP1044'MILE TO A FENCE CORNER AND THE STATION.
 OP1044'
 OP1044'STATION MARK, A STANDARD DISK STAMPED RUTHVAN 1934, IS SET IN THE
 OP1044'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 OP1044'42 FEET WEST OF THE FENCE CORNER, 1.5 FEET NORTH OF A FENCE,
 OP1044'AND 1.2 NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 OP1044'WAS NOT INSPECTED.
 OP1044'
 OP1044'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RUTHVAN NO 1 1934,
 OP1044'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 OP1044'INCHES.  IT IS 64 FEET SOUTH OF THE FENCE CORNER AND 1 FOOT
 OP1044'WEST OF A FENCE.
 OP1044'
 OP1044'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RUTHVAN NO 2 1934,
 OP1044'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 OP1044'WITH THE SURFACE OF THE GROUND.  IT IS 1 FOOT NORTH OF A FENCE.
 OP1044'
 OP1044'AZIMUTH MARK, A STANDARD DISK STAMPED RUTHVAN 1934 AZ. 2 1966, IS
 OP1044'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 OP1044'IT IS 0.15 MILE WEST OF A CROSSROAD, 49 FEET SOUTH OF THE CENTER
 OP1044'OF A GRAVELED ROAD, AND 1.5 FEET EAST OF A METAL WITNESS POST.
 OP1044'
 OP1044'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 OP1044'NE OF RUTHVAN
 OP1044
 OP1044                          STATION RECOVERY (1971)
 OP1044
 OP1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1044'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OP1044'CONDITION.  AZIMUTH MARK 2 WAS FOUND LAYING ON ITS SIDE, SO A
 OP1044'NEW MARK WAS ESTABLISHED.  THE DISTANCE AND DIRECTION TO REFERENCE
 OP1044'MARK 2 CHECKED PREVIOUS DATA.  THE DISTANCE AND DIRECTION TO
 OP1044'REFERENCE MARK 1 COULD NOT BE CHECKED BECAUSE OF THE CORN CROP.
 OP1044'A COMPLETE NEW DESCRIPTION FOLLOWS.
 OP1044'
 OP1044'THE STATION IS LOCATED 2 MILES NORTHEAST OF RUTHVEN, 2 MILES
 OP1044'SOUTHEAST OF LOST ISLAND LAKE, 0.3 MILE WEST-SOUTHWEST OF THE
 OP1044'HIGHLAND CEMETERY, ON A MESA-LIKE HILL IN CULTIVATION, IN SECTION
 OP1044'9, T 96 N, R 34 W, (NOT T 36 N AS DESCRIBED IN 1934), ON PROPERTY
 OP1044'OWNED BY GENE SCHULLER, WHO LIVES IN RUTHVEN (PHONE 837-5545).
 OP1044'
 OP1044'TO REACH THE STATION FROM THE RUTHVEN POST OFFICE, GO SOUTH ON
 OP1044'STATE HIGHWAY 341 FOR 0.15 MILE TO ITS JUNCTION WITH U.S.
 OP1044'HIGHWAY 18.  TURN LEFT AND GO EAST ON HIGHWAY 18 FOR 2.1
 OP1044'MILES TO A DIRT CROSSROAD.  TURN LEFT AND GO NORTH ON COUNTY
 OP1044'ROUTE N 26 FOR 1.0 MILE TO A CROSSROAD.  CONTINUE NORTH ON
 OP1044'ROUTE N 26 FOR 0.15 MILE TO A DRIVEWAY ON THE LEFT, LEADING TO A
 OP1044'VACANT HOUSE.  (TO REACH THE AZIMUTH MARK, CONTINUE NORTH ON
 OP1044'ROUTE N 26 FOR 0.85 MILE TO A CROSSROAD.  TURN LEFT AND GO
 OP1044'WEST ON A PAVED ROAD FOR 0.5 MILE TO A FIELD ENTRANCE LEFT
 OP1044'AND THE MARK AS DESCRIBED).  TURN LEFT AND GO WEST AND NORTH,
 OP1044'PASSING TO THE RIGHT OF THE HOUSE, FOR 0.15 MILE ON A FIELD ROAD
 OP1044'TO THE NORTHEAST CORNER OF A CULTIVATED FIELD.  TURN LEFT AND
 OP1044'GO WEST ON THE FIELD ROAD FOR 0.2 MILE TO A NORTH-SOUTH
 OP1044'FENCE LINE.  TURN RIGHT AND GO NORTH, UPHILL, ALONG THE
 OP1044'FENCE ON A DIM FIELD ROAD FOR 0.2 MILE TO THE TOP OF THE
 OP1044'HILL, A FENCE CORNER AND THE STATION ON THE LEFT.
 OP1044'
 OP1044'THE STATION MARKS ARE STANDARD DISKS STAMPED RUTHVAN 1934.  THE
 OP1044'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 OP1044'MONUMENT WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS 42.0 FEET
 OP1044'WEST OF THE FENCE CORNER, AND 1.3 FEET NORTH OF A WIRE FENCE
 OP1044'AND METAL WITNESS POST.  THE 1934 DATA STATES THAT THE
 OP1044'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OP1044'CONCRETE.
 OP1044'
 OP1044'REFERENCE MARK 1, A STANDARD DISK STAMPED RUTHVAN NO 1 1934, IS
 OP1044'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 OP1044'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 65.5 FEET SOUTH OF THE
 OP1044'FENCE CORNER, 15 FEET WEST OF THE APPROXIMATE CENTER OF THE
 OP1044'FIELD ROAD, AND 1 FOOT WEST OF A WIRE FENCE.
 OP1044'
 OP1044'REFERENCE MARK 2, A STANDARD DISK STAMPED RUTHVAN NO 2 1934, IS
 OP1044'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 OP1044'FLUSH WITH THE GROUND.  IT IS 109 FEET WEST OF THE FENCE CORNER,
 OP1044'67.1 FEET WEST OF THE WITNESS POST, 1.8 FEET NORTH OF THE FENCE,
 OP1044'AND ABOUT 2 FEET LOWER THAN THE STATION.
 OP1044'
 OP1044'THE AZIMUTH MARK, A STANDARD DISK STAMPED RUTHVAN 1934 NO 3
 OP1044'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP1044'MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 52 FEET
 OP1044'SOUTH OF THE CENTER OF THE PAVED ROAD, 9 FEET EAST OF THE CENTER
 OP1044'OF A FIELD ENTRANCE, 1.5 FEET SOUTH OF A WIRE FENCE, AND 1.8
 OP1044'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 OP1044'
 OP1044'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 OP1044'
 OP1044'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 OP1044'NORTHEAST OF RUTHVEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1046 ***********************************************************************
 OP1046  DESIGNATION -  RUTHVAN SACRED HEART CH SPIRE
 OP1046  PID         -  OP1046
 OP1046  STATE/COUNTY-  IA/PALO ALTO
 OP1046  USGS QUAD   -  RUTHVEN (1972)
 OP1046
 OP1046                         *CURRENT SURVEY CONTROL
 OP1046  ___________________________________________________________________
 OP1046* NAD 83(1996)-  43 07 46.12310(N)    094 53 45.97672(W)     ADJUSTED  
 OP1046* NAVD 88     -                                                        
 OP1046  ___________________________________________________________________
 OP1046  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 OP1046  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 OP1046
 OP1046  HORZ ORDER  -  THIRD
 OP1046
 OP1046.The horizontal coordinates were established by classical geodetic methods
 OP1046.and adjusted by the National Geodetic Survey in May 1999..
 OP1046
 OP1046
 OP1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1046
 OP1046.The geoid height was determined by GEOID03.
 OP1046
 OP1046;                    North         East     Units Scale Factor Converg.
 OP1046;SPC IA N     - 1,181,939.065 1,386,407.287   MT  0.99997782   -0 56 46.3
 OP1046;UTM  15      - 4,776,938.285   345,774.661   MT  0.99989261   -1 17 47.5
 OP1046
 OP1046                          SUPERSEDED SURVEY CONTROL
 OP1046
 OP1046  NAD 83(1996)-  43 07 46.12307(N)    094 53 45.97671(W) AD(       ) 4
 OP1046  NAD 83(1986)-  43 07 46.11806(N)    094 53 45.96676(W) AD(       ) 4
 OP1046  NAD 27      -  43 07 46.25000(N)    094 53 45.03000(W) AD(       ) 3
 OP1046
 OP1046.Superseded values are not recommended for survey control.
 OP1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1046.See file dsdata.txt to determine how the superseded data were derived.
 OP1046
 OP1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH4577576938(NAD 83)
 OP1046_MARKER: 90 = CHURCH SPIRE
 OP1046
 OP1046  HISTORY     - Date     Condition        Report By
 OP1046  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP1046  HISTORY     - 1962     GOOD             IA-147
 OP1046
 OP1046                          STATION DESCRIPTION
 OP1046
 OP1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1046'THIS STATION IS THE SPIRE ON THE SACRED HEART CHURCH IN THE
 OP1046'TOWN OF RUTHVAN, IOWA.  IT IS LOCATED AT THE SW CORNER OF THE
 OP1046'BLOCK AT THE INTERSECTION OF STEWART AND ROLLING STREETS.  THE
 OP1046'CHURCH FACES S.  IT WAS ERECTED IN 1889.
 OP1046'
 OP1046'THE STATION RISES ABOUT 25 FEET AS A SQUARE WHITE COLUMN AT
 OP1046'THE BASE OF WHICH IS THE MAIN ENTRANCE.  OVER THE ENTRANCE
 OP1046'THERE IS A SMALL WOODEN AWNING ON WHICH IS A WOOD-COLORED
 OP1046'LATIN CROSS.  ABOVE THIS SECTION THERE IS A SMALL WHITE
 OP1046'COLUMN ABOUT 12 FEET HIGH WITH A SMALL STAINED GLASS WINDOW.
 OP1046'ABOVE THIS THERE IS STILL ANOTHER COLUMN ABOUT 8 FEET HIGH
 OP1046'WITH A GOTHIC OPENING IN EACH SIDE.  THERE IS AN ORNAMENTAL
 OP1046'RAIL ACROSS EACH OPENING.  ON THIS SECTION THERE IS A SHORT,
 OP1046'STUBBY SPIRE ABOUT 10 FEET HIGH, COVERED WITH GREY SLATE
 OP1046'SHINGLES.  THERE IS A BROWN WOODEN CROSS AT ITS APEX.  THE
 OP1046'TOTAL HEIGHT IS 60 FEET.
 OP1046
 OP1046                          STATION RECOVERY (1962)
 OP1046
 OP1046'RECOVERY NOTE BY PALO ALTO COUNTY IOWA 1962
 OP1046'THE CHURCH AND SPIRE ARE STILL IDENTICAL ON AERIAL PHOTOGRAPHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0736 ***********************************************************************
 NL0736  DESIGNATION -  RUTLAND
 NL0736  PID         -  NL0736
 NL0736  STATE/COUNTY-  IA/HUMBOLDT
 NL0736  USGS QUAD   -  UNIQUE (1979)
 NL0736
 NL0736                         *CURRENT SURVEY CONTROL
 NL0736  ___________________________________________________________________
 NL0736* NAD 83(1996)-  42 42 59.45462(N)    094 16 53.28188(W)     ADJUSTED  
 NL0736* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 NL0736  ___________________________________________________________________
 NL0736  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 NL0736  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 NL0736
 NL0736  HORZ ORDER  -  FIRST
 NL0736
 NL0736.The horizontal coordinates were established by classical geodetic methods
 NL0736.and adjusted by the National Geodetic Survey in May 1999..
 NL0736
 NL0736.The orthometric height was scaled from a topographic map.
 NL0736
 NL0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0736
 NL0736.The geoid height was determined by GEOID03.
 NL0736
 NL0736;                    North         East     Units Scale Factor Converg.
 NL0736;SPC IA N     - 1,135,422.269 1,435,990.635   MT  0.99994573   -0 31 46.7
 NL0736;UTM  15      - 4,730,131.156   395,070.110   MT  0.99973546   -0 52 09.8
 NL0736
 NL0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0736!SPC IA N     -   0.99995029  x   0.99994573  =   0.99989602
 NL0736!UTM  15      -   0.99995029  x   0.99973546  =   0.99968576
 NL0736
 NL0736|---------------------------------------------------------------------|
 NL0736| PID    Reference Object                     Distance      Geod. Az  |
 NL0736|                                                           dddmmss.s |
 NL0736| CI7094 RUTLAND RM 3                         29.566 METERS 00441     |
 NL0736| CI7091 RUTLAND AZ MK                                      0841112.1 |
 NL0736| NL0733 DAKOTA CITY WATER TANK              APPROX. 6.5 KM 0855128.2 |
 NL0736| CI7092 RUTLAND RM 1                         37.451 METERS 20925     |
 NL0736| NL0742 GILMORE                             APPROX.13.5 KM 2762705.9 |
 NL0736| CI7093 RUTLAND RM 2                         43.446 METERS 30556     |
 NL0736|---------------------------------------------------------------------|
 NL0736
 NL0736                          SUPERSEDED SURVEY CONTROL
 NL0736
 NL0736  NAD 83(1996)-  42 42 59.45426(N)    094 16 53.28245(W) AD(       ) 1
 NL0736  NAD 83(1986)-  42 42 59.44658(N)    094 16 53.27230(W) AD(       ) 1
 NL0736  NAD 27      -  42 42 59.54600(N)    094 16 52.39500(W) AD(       ) 1
 NL0736
 NL0736.Superseded values are not recommended for survey control.
 NL0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0736.See file dsdata.txt to determine how the superseded data were derived.
 NL0736
 NL0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9507030131(NAD 83)
 NL0736_MARKER: DS = TRIANGULATION STATION DISK
 NL0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0736
 NL0736  HISTORY     - Date     Condition        Report By
 NL0736  HISTORY     - 1938     MONUMENTED       CGS
 NL0736  HISTORY     - 1963     GOOD             CGS
 NL0736
 NL0736                          STATION DESCRIPTION
 NL0736
 NL0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0736'STATION RUTLAND IS ABOUT 3 MILES W OF HUMBOLDT, 9 MILES E OF
 NL0736'GILMORE CITY, AND 10 MILES S OF BODE IN THE NW 1/4 OF SEC.
 NL0736'9, T 91 N, R 29 W, ON LAND OWNED BY THE HUMBOLDT COUNTY HOME.
 NL0736'CONSENT OF JOE KOPPEN, MANAGER OF THE FARM, OBTAINED.  THERE
 NL0736'IS HIGHER GROUND TO THE N OF THE STATION.  STATION IS 10-1/2
 NL0736'FEET W OF FENCE AROUND THE HOUSE, 17 FEET SW OF THE HIGH-LINE
 NL0736'POLE, 21 FEET S OF THE S RIGHT-OF-WAY FENCE, 50 FEET S OF THE
 NL0736'CENTER LINE OF IOWA ROUTE 10, 47 FEET E OF THE CENTER LINE OF
 NL0736'DRIVEWAY TO THE COUNTY FARM HOME.  THE MARK IS FLUSH WITH THE
 NL0736'GROUND.
 NL0736'
 NL0736'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NL0736'BRONZE DISKS SET IN CONCRETE.
 NL0736'
 NL0736'THE AZIMUTH MARK IS E OF THE STATION 0.2 MILE AT THE SE CORNER
 NL0736'OF FARMYARD FENCE OR T-FENCE INTERSECTION, 30 FEET N OF THE
 NL0736'CENTER LINE OF IOWA ROUTE 10.  THE MARK PROJECTS 12 INCHES.
 NL0736'
 NL0736'REFERENCE MARK NO. 1 IS SSW OF THE STATION IN AN OBTUSE FENCE
 NL0736'CORNER, 12 FEET W OF THE CENTER LINE OF DRIVEWAY TO THE COUNTY
 NL0736'FARM HOME, AND FLUSH WITH THE GROUND.  REFERENCE MARK NO. 2 IS
 NL0736'NW OF THE STATION IN THE N RIGHT-OF-WAY FENCE, 30 FEET N OF THE
 NL0736'CENTER LINE OF IOWA ROUTE 10, AND PROJECTS 10 INCHES.
 NL0736'
 NL0736'STATION WAS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 169
 NL0736'AND IOWA ROUTE 10 IN THE S PART OF HUMBOLDT BY GOING W ON IOWA
 NL0736'10 FOR 2.8 MILES TO THE COUNTY HOME AND STATION ON THE S SIDE
 NL0736'OF THE ROAD.
 NL0736'
 NL0736'A 90-FOOT TOWER AT THIS STATION REQUIRES 90-FOOT TOWERS AT
 NL0736'ALL THE OTHER STATIONS EXCEPT STATIONS GILMORE AND HUMBOTA WHICH
 NL0736'REQUIRE 77-FOOT TOWERS, TO CLEAR THE LINES.
 NL0736'
 NL0736'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NL0736
 NL0736                          STATION RECOVERY (1963)
 NL0736
 NL0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 NL0736'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NL0736'FOUND AS DESCRIBED AND IN GOOD CONDITION EXCEPT REFERENCE MARK
 NL0736'NO. 2 WHICH HAD BEEN DISPLACED BY ROAD CONSTRUCTION.  REFERENCE
 NL0736'MARK NO. 3 WAS ESTABLISHED.  A FIR TREE NEAR THE STATION ON THE
 NL0736'GROUNDS OF THE COUNTY HOME OBSTRUCTS THE LINE OF SIGHT TO THE
 NL0736'AZIMUTH MARK.  BUT THE AZIMUTH MARK WAS LEFT IN PLACE.  A
 NL0736'COMPLETE DESCRIPTION FOLLOWS.
 NL0736'
 NL0736'STATION IS LOCATED ABOUT 10 MILES SOUTH OF BODE, 9 MILES
 NL0736'EAST OF GILMORE CITY, AND 3 MILES WEST OF HUMBOLDT IN THE NW 1/4
 NL0736'OF SEC. 9, T 91 N., R. 29 W. ON LAND OWNED BY THE HUMBOLDT
 NL0736'COUNTY HOME, 259 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 NL0736'OF BARN, 155 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 NL0736'BRICK HOUSE, 53 FEET SOUTH OF THE CENTER OF EAST-WEST GRADED
 NL0736'ROAD, 47 FEET EAST OF THE CENTER OF DRIVEWAY, 23 FEET SOUTHWEST
 NL0736'OF THE NORTHWEST CORNER OF YARD FENCE AROUND HOUSE, AND 11
 NL0736'FEET WEST OF THE SAME FENCE.  THE MARK IS FLUSH WITH THE
 NL0736'SURFACE OF THE GROUND AND THE DISK IS STAMPED RUTLAND 1938.
 NL0736'
 NL0736'TO REACH THE STATION FROM THE NEW HUMBOLDT MUNICIPAL WATER TANK
 NL0736'IN THE SOUTHWEST OF TOWN, GO WEST FOR 0.2 MILE TO U.S. HIGHWAY
 NL0736'169.  CROSS THE HIGHWAY AND CONTINUE WEST ON GRADED ROAD FOR
 NL0736'2.8 MILES TO THE COUNTY HOME ON THE LEFT AND THE STATION AS
 NL0736'DESCRIBED.
 NL0736'
 NL0736'REFERENCE MARK NO. 1 IS 122.87 FEET SOUTH-SOUTHWEST OF THE
 NL0736'STATION, 148 FEET NORTH OF THE NORTHEAST CORNER OF THE BARN,
 NL0736'105 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF BRICK
 NL0736'HOUSE, AND 15 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF
 NL0736'CHICKEN HOUSE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 NL0736'AND THE DISK IS STAMPED RUTLAND NO 1 1938.
 NL0736'
 NL0736'REFERENCE MARK NO. 3 IS 97.00 FEET NORTH OF THE STATION, 54
 NL0736'FEET EAST OF THE CENTER OF DRIVEWAY TO COUNTY HOME, 44 FEET
 NL0736'NORTH OF THE CENTER OF EAST-WEST GRADED ROAD, 4 FEET WEST-NORTHWEST
 NL0736'OF A POWER POLE WITH A TRANSFORMER, AND 1 FOOT SOUTH OF THE
 NL0736'NORTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 NL0736'DISK IS STAMPED RUTLAND NO 3 1938.
 NL0736'
 NL0736'AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION, 76 FEET EAST
 NL0736'OF THE CENTER OF DRIVEWAY TO FARM BUILDINGS, 68 FEET EAST OF
 NL0736'THE EAST GATE POST, 32 FEET NORTH OF THE CENTER OF GRADED
 NL0736'ROAD, 1 FOOT SOUTHEAST OF A T-FENCE INTERSECTION, AND 1 FOOT
 NL0736'WEST OF A NEW STEEL WITNESS POST WITH SIGN.  THE MARK PROJECTS
 NL0736'12 INCHES AND THE DISK IS STAMPED RUTLAND 1938.
 NL0736'
 NL0736'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRADED
 NL0736'ROAD FOR 0.2 MILE TO FARM BUILDINGS ON THE LEFT AND THE AZIMUTH
 NL0736'MARK.
 NL0736'
 NL0736'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0109 ***********************************************************************
 NL0109  DESIGNATION -  RV 1
 NL0109  PID         -  NL0109
 NL0109  STATE/COUNTY-  IA/BOONE
 NL0109  USGS QUAD   -  GRAND JUNCTION (1982)
 NL0109
 NL0109                         *CURRENT SURVEY CONTROL
 NL0109  ___________________________________________________________________
 NL0109* NAD 83(1986)-  42 02 10.     (N)    094 08 44.     (W)     SCALED    
 NL0109* NAVD 88     -       310.320  (meters)    1018.11   (feet)  ADJUSTED  
 NL0109  ___________________________________________________________________
 NL0109  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 NL0109  DYNAMIC HT  -         310.231 (meters)    1017.82  (feet)  COMP
 NL0109  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 NL0109
 NL0109  VERT ORDER  -  SECOND    CLASS 0
 NL0109
 NL0109.The horizontal coordinates were scaled from a topographic map and have
 NL0109.an estimated accuracy of +/- 6 seconds.
 NL0109
 NL0109.The orthometric height was determined by differential leveling
 NL0109.and adjusted by the National Geodetic Survey in June 1991..
 NL0109
 NL0109.The geoid height was determined by GEOID03.
 NL0109
 NL0109.The dynamic height is computed by dividing the NAVD 88
 NL0109.geopotential number by the normal gravity value computed on the
 NL0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0109.degrees latitude (g = 980.6199 gals.).
 NL0109
 NL0109.The modeled gravity was interpolated from observed gravity values.
 NL0109
 NL0109;                    North         East    Units  Estimated Accuracy
 NL0109;SPC IA N     - 1,059,750.    1,446,550.      MT  (+/- 180 meters Scaled)
 NL0109
 NL0109                          SUPERSEDED SURVEY CONTROL
 NL0109
 NL0109  NGVD 29 (??/??/92)  310.305  (m)         1018.06   (f) ADJ UNCH    2 0
 NL0109
 NL0109.Superseded values are not recommended for survey control.
 NL0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0109.See file dsdata.txt to determine how the superseded data were derived.
 NL0109
 NL0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG051544(NAD 83)
 NL0109_MARKER: R = RIVET
 NL0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0109_SP_SET: BRIDGE
 NL0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0109
 NL0109  HISTORY     - Date     Condition        Report By
 NL0109  HISTORY     - UNK      MONUMENTED       CGS
 NL0109  HISTORY     - 1935     GOOD             NGS
 NL0109  HISTORY     - 1980     POOR             USGS
 NL0109
 NL0109                          STATION DESCRIPTION
 NL0109
 NL0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NL0109'0.2 MI W FROM BEAVER.
 NL0109'0.2 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0109'FROM THE STATION AT BEAVER, BOONE COUNTY, AT BRIDGE 713, AND
 NL0109'IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT.  A STANDARD
 NL0109'MONEL METAL RIVET.
 NL0109
 NL0109                          STATION RECOVERY (1980)
 NL0109
 NL0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NL0109'THE BRIDGE ABUTEMENT WAS RAISED IN 1950 MARK MAY BE COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0280 ***********************************************************************
 NL0280  DESIGNATION -  RV 1
 NL0280  PID         -  NL0280
 NL0280  STATE/COUNTY-  IA/SAC
 NL0280  USGS QUAD   -  SAC CITY WEST (1980)
 NL0280
 NL0280                         *CURRENT SURVEY CONTROL
 NL0280  ___________________________________________________________________
 NL0280* NAD 83(1986)-  42 25 00.     (N)    095 00 09.     (W)     SCALED    
 NL0280* NAVD 88     -       389.173  (meters)    1276.81   (feet)  ADJUSTED  
 NL0280  ___________________________________________________________________
 NL0280  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 NL0280  DYNAMIC HT  -         389.033 (meters)    1276.35  (feet)  COMP
 NL0280  MODELED GRAV-     980,250.8   (mgal)                       NAVD 88
 NL0280
 NL0280  VERT ORDER  -  SECOND    CLASS 0
 NL0280
 NL0280.The horizontal coordinates were scaled from a topographic map and have
 NL0280.an estimated accuracy of +/- 6 seconds.
 NL0280
 NL0280.The orthometric height was determined by differential leveling
 NL0280.and adjusted by the National Geodetic Survey in June 1991..
 NL0280
 NL0280.The geoid height was determined by GEOID03.
 NL0280
 NL0280.The dynamic height is computed by dividing the NAVD 88
 NL0280.geopotential number by the normal gravity value computed on the
 NL0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0280.degrees latitude (g = 980.6199 gals.).
 NL0280
 NL0280.The modeled gravity was interpolated from observed gravity values.
 NL0280
 NL0280;                    North         East    Units  Estimated Accuracy
 NL0280;SPC IA N     - 1,102,920.    1,376,340.      MT  (+/- 180 meters Scaled)
 NL0280
 NL0280                          SUPERSEDED SURVEY CONTROL
 NL0280
 NL0280  NGVD 29 (??/??/92)  389.077  (m)         1276.50   (f) ADJ UNCH    2 0
 NL0280
 NL0280.Superseded values are not recommended for survey control.
 NL0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0280.See file dsdata.txt to determine how the superseded data were derived.
 NL0280
 NL0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG352979(NAD 83)
 NL0280_MARKER: R = RIVET
 NL0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0280_SP_SET: CULVERT
 NL0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0280
 NL0280  HISTORY     - Date     Condition        Report By
 NL0280  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0280  HISTORY     - 1943     GOOD             NGS
 NL0280
 NL0280                          STATION DESCRIPTION
 NL0280
 NL0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0280'0.5 MI SW FROM SAC CITY.
 NL0280'0.5 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0280'FROM THE STATION AT SAC CITY, SAC COUNTY, AT THE CROSSING OF
 NL0280'U.S. HIGHWAY 20, AT CULVERT 1436, AND IN THE TOP OF THE SOUTHWEST
 NL0280'CORNER OF THE WEST HEADWALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0158 ***********************************************************************
 NL0158  DESIGNATION -  RV 1
 NL0158  PID         -  NL0158
 NL0158  STATE/COUNTY-  IA/SAC
 NL0158  USGS QUAD   -  SAC CITY EAST (1980)
 NL0158
 NL0158                         *CURRENT SURVEY CONTROL
 NL0158  ___________________________________________________________________
 NL0158* NAD 83(1986)-  42 25 22.     (N)    094 59 59.     (W)     SCALED    
 NL0158* NAVD 88     -       388.804  (meters)    1275.60   (feet)  ADJUSTED  
 NL0158  ___________________________________________________________________
 NL0158  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 NL0158  DYNAMIC HT  -         388.665 (meters)    1275.15  (feet)  COMP
 NL0158  MODELED GRAV-     980,254.4   (mgal)                       NAVD 88
 NL0158
 NL0158  VERT ORDER  -  FIRST     CLASS II
 NL0158
 NL0158.The horizontal coordinates were scaled from a topographic map and have
 NL0158.an estimated accuracy of +/- 6 seconds.
 NL0158
 NL0158.The orthometric height was determined by differential leveling
 NL0158.and adjusted by the National Geodetic Survey in June 1991..
 NL0158
 NL0158.The geoid height was determined by GEOID03.
 NL0158
 NL0158.The dynamic height is computed by dividing the NAVD 88
 NL0158.geopotential number by the normal gravity value computed on the
 NL0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0158.degrees latitude (g = 980.6199 gals.).
 NL0158
 NL0158.The modeled gravity was interpolated from observed gravity values.
 NL0158
 NL0158;                    North         East    Units  Estimated Accuracy
 NL0158;SPC IA N     - 1,103,590.    1,376,590.      MT  (+/- 180 meters Scaled)
 NL0158
 NL0158                          SUPERSEDED SURVEY CONTROL
 NL0158
 NL0158  NGVD 29 (??/??/92)  388.708  (m)         1275.29   (f) ADJ UNCH    1 2
 NL0158
 NL0158.Superseded values are not recommended for survey control.
 NL0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0158.See file dsdata.txt to determine how the superseded data were derived.
 NL0158
 NL0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG354986(NAD 83)
 NL0158_MARKER: R = RIVET
 NL0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0158_SP_SET: CURB
 NL0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NL0158+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 NL0158
 NL0158  HISTORY     - Date     Condition        Report By
 NL0158  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0158  HISTORY     - 1934     GOOD             NGS
 NL0158  HISTORY     - 20060828 GOOD             GEOCAC
 NL0158
 NL0158                          STATION DESCRIPTION
 NL0158
 NL0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0158'AT SAC CITY.
 NL0158'AT SAC CITY, SAC COUNTY, AT THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0158'STATION, DIRECTLY IN FRONT OF THE BAY WINDOW, AND IN THE TOP OF THE
 NL0158'CONCRETE CURB ALONG THE PLATFORM.  A STANDARD MONEL-METAL RIVET.
 NL0158
 NL0158                          STATION RECOVERY (2006)
 NL0158
 NL0158'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NL0158'NORTH OF MAIN STREET (HWY 20) AND WEST OF 13TH STREET BEHIND DEPOT
 NL0158'PIZZA BUILDING AT THE WEST CURB OF BRICK WALKWAY. HANDHELD COORDINATES
 NL0158'N42 25 23.4 W094 59 59.1, SKY OBSCURED BY BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0134 ***********************************************************************
 NL0134  DESIGNATION -  RV 10
 NL0134  PID         -  NL0134
 NL0134  STATE/COUNTY-  IA/CARROLL
 NL0134  USGS QUAD   -  CARROLL WEST (1980)
 NL0134
 NL0134                         *CURRENT SURVEY CONTROL
 NL0134  ___________________________________________________________________
 NL0134* NAD 83(1986)-  42 06 27.     (N)    094 56 55.     (W)     SCALED    
 NL0134* NAVD 88     -       386.357  (meters)    1267.57   (feet)  ADJUSTED  
 NL0134  ___________________________________________________________________
 NL0134  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 NL0134  DYNAMIC HT  -         386.194 (meters)    1267.04  (feet)  COMP
 NL0134  MODELED GRAV-     980,189.6   (mgal)                       NAVD 88
 NL0134
 NL0134  VERT ORDER  -  SECOND    CLASS 0
 NL0134
 NL0134.The horizontal coordinates were scaled from a topographic map and have
 NL0134.an estimated accuracy of +/- 6 seconds.
 NL0134
 NL0134.The orthometric height was determined by differential leveling
 NL0134.and adjusted by the National Geodetic Survey in June 1991..
 NL0134
 NL0134.The geoid height was determined by GEOID03.
 NL0134
 NL0134.The dynamic height is computed by dividing the NAVD 88
 NL0134.geopotential number by the normal gravity value computed on the
 NL0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0134.degrees latitude (g = 980.6199 gals.).
 NL0134
 NL0134.The modeled gravity was interpolated from observed gravity values.
 NL0134
 NL0134;                    North         East    Units  Estimated Accuracy
 NL0134;SPC IA N     - 1,068,510.    1,380,190.      MT  (+/- 180 meters Scaled)
 NL0134
 NL0134                          SUPERSEDED SURVEY CONTROL
 NL0134
 NL0134  NGVD 29 (??/??/92)  386.242  (m)         1267.20   (f) ADJ UNCH    2 0
 NL0134
 NL0134.Superseded values are not recommended for survey control.
 NL0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0134.See file dsdata.txt to determine how the superseded data were derived.
 NL0134
 NL0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG388635(NAD 83)
 NL0134_MARKER: R = RIVET
 NL0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0134_SP_SET: CULVERT
 NL0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0134
 NL0134  HISTORY     - Date     Condition        Report By
 NL0134  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0134  HISTORY     - 1951     GOOD             NGS
 NL0134
 NL0134                          STATION DESCRIPTION
 NL0134
 NL0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NL0134'1.8 MI NW FROM MAPLE RIVER.
 NL0134'1.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0134'FROM THE STATION AT MAPLE RIVER, CARROLL COUNTY, 150 FEET
 NL0134'NORTHWEST OF AN EAST-AND-WEST SECTION-LINE ROAD CROSSING, AT
 NL0134'CULVERT 1153, AND IN THE TOP OF THE SOUTHEAST END OF THE
 NL0134'SOUTHWEST CONCRETE HEADWALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0315 ***********************************************************************
 NL0315  DESIGNATION -  RV 10
 NL0315  PID         -  NL0315
 NL0315  STATE/COUNTY-  IA/SAC
 NL0315  USGS QUAD   -  EARLY (1980)
 NL0315
 NL0315                         *CURRENT SURVEY CONTROL
 NL0315  ___________________________________________________________________
 NL0315* NAD 83(1986)-  42 29 14.     (N)    095 13 11.     (W)     SCALED    
 NL0315* NAVD 88     -       413.323  (meters)    1356.04   (feet)  ADJUSTED  
 NL0315  ___________________________________________________________________
 NL0315  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 NL0315  DYNAMIC HT  -         413.177 (meters)    1355.56  (feet)  COMP
 NL0315  MODELED GRAV-     980,255.0   (mgal)                       NAVD 88
 NL0315
 NL0315  VERT ORDER  -  FIRST     CLASS II
 NL0315
 NL0315.The horizontal coordinates were scaled from a topographic map and have
 NL0315.an estimated accuracy of +/- 6 seconds.
 NL0315
 NL0315.The orthometric height was determined by differential leveling
 NL0315.and adjusted by the National Geodetic Survey in June 1991..
 NL0315
 NL0315.The geoid height was determined by GEOID03.
 NL0315
 NL0315.The dynamic height is computed by dividing the NAVD 88
 NL0315.geopotential number by the normal gravity value computed on the
 NL0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0315.degrees latitude (g = 980.6199 gals.).
 NL0315
 NL0315.The modeled gravity was interpolated from observed gravity values.
 NL0315
 NL0315;                    North         East    Units  Estimated Accuracy
 NL0315;SPC IA N     - 1,111,100.    1,358,630.      MT  (+/- 180 meters Scaled)
 NL0315
 NL0315                          SUPERSEDED SURVEY CONTROL
 NL0315
 NL0315  NGVD 29 (??/??/92)  413.213  (m)         1355.68   (f) ADJ UNCH    1 2
 NL0315
 NL0315.Superseded values are not recommended for survey control.
 NL0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0315.See file dsdata.txt to determine how the superseded data were derived.
 NL0315
 NL0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH175062(NAD 83)
 NL0315_MARKER: R = RIVET
 NL0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0315_SP_SET: CULVERT
 NL0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0315
 NL0315  HISTORY     - Date     Condition        Report By
 NL0315  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0315  HISTORY     - 1934     GOOD             NGS
 NL0315  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0315
 NL0315                          STATION DESCRIPTION
 NL0315
 NL0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0315'4 MI W FROM EARLY.
 NL0315'4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0315'EARLY, SAC COUNTY, AT THE NORTH SIDE OF SEC. 33, T. 89 N., R.
 NL0315'37 W., 0.8 MILE WEST OF MILEPOST 25, AT CULVERT 1479, AND IN
 NL0315'THE TOP OF THE NORTHEAST CORNER OF THE STONE CAP OF THE NORTH
 NL0315'HEADWALL.  A STANDARD MONEL METAL RIVET.
 NL0315
 NL0315                          STATION RECOVERY (2000)
 NL0315
 NL0315'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0315'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0136 ***********************************************************************
 NL0136  DESIGNATION -  RV 11
 NL0136  PID         -  NL0136
 NL0136  STATE/COUNTY-  IA/CARROLL
 NL0136  USGS QUAD   -  CARROLL WEST (1980)
 NL0136
 NL0136                         *CURRENT SURVEY CONTROL
 NL0136  ___________________________________________________________________
 NL0136* NAD 83(1986)-  42 05 57.     (N)    094 56 04.     (W)     SCALED    
 NL0136* NAVD 88     -       385.740  (meters)    1265.55   (feet)  ADJUSTED  
 NL0136  ___________________________________________________________________
 NL0136  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 NL0136  DYNAMIC HT  -         385.577 (meters)    1265.01  (feet)  COMP
 NL0136  MODELED GRAV-     980,189.4   (mgal)                       NAVD 88
 NL0136
 NL0136  VERT ORDER  -  SECOND    CLASS 0
 NL0136
 NL0136.The horizontal coordinates were scaled from a topographic map and have
 NL0136.an estimated accuracy of +/- 6 seconds.
 NL0136
 NL0136.The orthometric height was determined by differential leveling
 NL0136.and adjusted by the National Geodetic Survey in June 1991..
 NL0136
 NL0136.The geoid height was determined by GEOID03.
 NL0136
 NL0136.The dynamic height is computed by dividing the NAVD 88
 NL0136.geopotential number by the normal gravity value computed on the
 NL0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0136.degrees latitude (g = 980.6199 gals.).
 NL0136
 NL0136.The modeled gravity was interpolated from observed gravity values.
 NL0136
 NL0136;                    North         East    Units  Estimated Accuracy
 NL0136;SPC IA N     - 1,067,560.    1,381,350.      MT  (+/- 180 meters Scaled)
 NL0136
 NL0136                          SUPERSEDED SURVEY CONTROL
 NL0136
 NL0136  NGVD 29 (??/??/92)  385.627  (m)         1265.18   (f) ADJ UNCH    2 0
 NL0136
 NL0136.Superseded values are not recommended for survey control.
 NL0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0136.See file dsdata.txt to determine how the superseded data were derived.
 NL0136
 NL0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG400625(NAD 83)
 NL0136_MARKER: R = RIVET
 NL0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0136_SP_SET: BATTERY WELL
 NL0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0136
 NL0136  HISTORY     - Date     Condition        Report By
 NL0136  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0136  HISTORY     - 1943     GOOD             NGS
 NL0136
 NL0136                          STATION DESCRIPTION
 NL0136
 NL0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0136'AT MAPLE RIVER.
 NL0136'AT MAPLE RIVER, CARROLL COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NL0136'RAILWAY, 200 FEET EAST OF THE STATION, AND AT THE NORTHEAST
 NL0136'CORNER OF THE BATTERY WELL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0271 ***********************************************************************
 NL0271  DESIGNATION -  RV 11
 NL0271  PID         -  NL0271
 NL0271  STATE/COUNTY-  IA/SAC
 NL0271  USGS QUAD   -  SCHALLER SOUTH (1980)
 NL0271
 NL0271                         *CURRENT SURVEY CONTROL
 NL0271  ___________________________________________________________________
 NL0271* NAD 83(1986)-  42 29 58.     (N)    095 21 43.     (W)     SCALED    
 NL0271* NAVD 88     -       402.804  (meters)    1321.53   (feet)  ADJUSTED  
 NL0271  ___________________________________________________________________
 NL0271  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 NL0271  DYNAMIC HT  -         402.662 (meters)    1321.07  (feet)  COMP
 NL0271  MODELED GRAV-     980,258.0   (mgal)                       NAVD 88
 NL0271
 NL0271  VERT ORDER  -  FIRST     CLASS II
 NL0271
 NL0271.The horizontal coordinates were scaled from a topographic map and have
 NL0271.an estimated accuracy of +/- 6 seconds.
 NL0271
 NL0271.The orthometric height was determined by differential leveling
 NL0271.and adjusted by the National Geodetic Survey in June 1991..
 NL0271
 NL0271.The geoid height was determined by GEOID03.
 NL0271
 NL0271.The dynamic height is computed by dividing the NAVD 88
 NL0271.geopotential number by the normal gravity value computed on the
 NL0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0271.degrees latitude (g = 980.6199 gals.).
 NL0271
 NL0271.The modeled gravity was interpolated from observed gravity values.
 NL0271
 NL0271;                    North         East    Units  Estimated Accuracy
 NL0271;SPC IA N     - 1,112,700.    1,346,970.      MT  (+/- 180 meters Scaled)
 NL0271
 NL0271                          SUPERSEDED SURVEY CONTROL
 NL0271
 NL0271  NGVD 29 (??/??/92)  402.686  (m)         1321.15   (f) ADJ UNCH    1 2
 NL0271
 NL0271.Superseded values are not recommended for survey control.
 NL0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0271.See file dsdata.txt to determine how the superseded data were derived.
 NL0271
 NL0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH059079(NAD 83)
 NL0271_MARKER: R = RIVET
 NL0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0271_SP_SET: CULVERT
 NL0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0271
 NL0271  HISTORY     - Date     Condition        Report By
 NL0271  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0271  HISTORY     - 1934     GOOD             NGS
 NL0271  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0271
 NL0271                          STATION DESCRIPTION
 NL0271
 NL0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0271'3.8 MI W FROM SCHALLER.
 NL0271'3-3/4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0271'FROM SCHALLER, SAC COUNTY, ABOUT 1/4 MILE EAST OF THE WEST
 NL0271'LINE OF SEC. 29, T. 89 N., R. 38 W., ABOUT 1/3 MILE WEST OF
 NL0271'MILEPOST 33, AT CULVERT 1497, AND IN THE TOP OF THE EAST END
 NL0271'OF THE NORTH HEADWALL.  A STANDARD MONEL-METAL RIVET.
 NL0271
 NL0271                          STATION RECOVERY (2000)
 NL0271
 NL0271'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0271'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0102 ***********************************************************************
 MK0102  DESIGNATION -  RV 113
 MK0102  PID         -  MK0102
 MK0102  STATE/COUNTY-  IA/HARRISON
 MK0102  USGS QUAD   -  MODALE (1970)
 MK0102
 MK0102                         *CURRENT SURVEY CONTROL
 MK0102  ___________________________________________________________________
 MK0102* NAD 83(1986)-  41 33 29.     (N)    096 00 18.     (W)     SCALED    
 MK0102* NAVD 88     -       307.552  (meters)    1009.03   (feet)  ADJUSTED  
 MK0102  ___________________________________________________________________
 MK0102  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 MK0102  DYNAMIC HT  -         307.412 (meters)    1008.57  (feet)  COMP
 MK0102  MODELED GRAV-     980,161.0   (mgal)                       NAVD 88
 MK0102
 MK0102  VERT ORDER  -  SECOND    CLASS 0
 MK0102
 MK0102.The horizontal coordinates were scaled from a topographic map and have
 MK0102.an estimated accuracy of +/- 6 seconds.
 MK0102
 MK0102.The orthometric height was determined by differential leveling
 MK0102.and adjusted by the National Geodetic Survey in June 1991..
 MK0102.WARNING-Repeat measurements at this control monument indicate possible
 MK0102.vertical movement.
 MK0102
 MK0102.The geoid height was determined by GEOID03.
 MK0102
 MK0102.The dynamic height is computed by dividing the NAVD 88
 MK0102.geopotential number by the normal gravity value computed on the
 MK0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0102.degrees latitude (g = 980.6199 gals.).
 MK0102
 MK0102.The modeled gravity was interpolated from observed gravity values.
 MK0102
 MK0102;                    North         East    Units  Estimated Accuracy
 MK0102;SPC IA S     -   176,030.      291,070.      MT  (+/- 180 meters Scaled)
 MK0102
 MK0102                          SUPERSEDED SURVEY CONTROL
 MK0102
 MK0102  NGVD 29 (??/??/92)  307.411  (m)         1008.56   (f) ADJ UNCH    2 0
 MK0102
 MK0102.Superseded values are not recommended for survey control.
 MK0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0102.See file dsdata.txt to determine how the superseded data were derived.
 MK0102
 MK0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM497050(NAD 83)
 MK0102_MARKER: R = RIVET
 MK0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0102_SP_SET: CULVERT
 MK0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0102
 MK0102  HISTORY     - Date     Condition        Report By
 MK0102  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0102  HISTORY     - 1948     GOOD             NGS
 MK0102
 MK0102                          STATION DESCRIPTION
 MK0102
 MK0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0102'0.4 MI W FROM CALIFORNIA JUNCTION.
 MK0102'0.4 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0102'THE STATION AT CALIFORNIA JUNCTION, HARRISON COUNTY, AT BRIDGE
 MK0102'S 67, AND IN THE TOP OF THE SOUTH MASONRY HEADWALL.  A STANDARD
 MK0102'MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0276 ***********************************************************************
 NL0276  DESIGNATION -  RV 12
 NL0276  PID         -  NL0276
 NL0276  STATE/COUNTY-  IA/IDA
 NL0276  USGS QUAD   -  GALVA (1969)
 NL0276
 NL0276                         *CURRENT SURVEY CONTROL
 NL0276  ___________________________________________________________________
 NL0276* NAD 83(1986)-  42 30 26.     (N)    095 25 17.     (W)     SCALED    
 NL0276* NAVD 88     -       391.804  (meters)    1285.44   (feet)  ADJUSTED  
 NL0276  ___________________________________________________________________
 NL0276  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 NL0276  DYNAMIC HT  -         391.665 (meters)    1284.99  (feet)  COMP
 NL0276  MODELED GRAV-     980,254.8   (mgal)                       NAVD 88
 NL0276
 NL0276  VERT ORDER  -  FIRST     CLASS II
 NL0276
 NL0276.The horizontal coordinates were scaled from a topographic map and have
 NL0276.an estimated accuracy of +/- 6 seconds.
 NL0276
 NL0276.The orthometric height was determined by differential leveling
 NL0276.and adjusted by the National Geodetic Survey in June 1991..
 NL0276
 NL0276.The geoid height was determined by GEOID03.
 NL0276
 NL0276.The dynamic height is computed by dividing the NAVD 88
 NL0276.geopotential number by the normal gravity value computed on the
 NL0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0276.degrees latitude (g = 980.6199 gals.).
 NL0276
 NL0276.The modeled gravity was interpolated from observed gravity values.
 NL0276
 NL0276;                    North         East    Units  Estimated Accuracy
 NL0276;SPC IA N     - 1,113,670.    1,342,100.      MT  (+/- 180 meters Scaled)
 NL0276
 NL0276                          SUPERSEDED SURVEY CONTROL
 NL0276
 NL0276  NGVD 29 (??/??/92)  391.682  (m)         1285.04   (f) ADJ UNCH    1 2
 NL0276
 NL0276.Superseded values are not recommended for survey control.
 NL0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0276.See file dsdata.txt to determine how the superseded data were derived.
 NL0276
 NL0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH010089(NAD 83)
 NL0276_MARKER: R = RIVET
 NL0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0276_SP_SET: CULVERT
 NL0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0276
 NL0276  HISTORY     - Date     Condition        Report By
 NL0276  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0276  HISTORY     - 1934     GOOD             NGS
 NL0276  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0276
 NL0276                          STATION DESCRIPTION
 NL0276
 NL0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0276'AT GALVA.
 NL0276'AT THE WEST EDGE OF GALVA, IDA COUNTY, ON THE CHICAGO AND
 NL0276'NORTH WESTERN RAILWAY, 1/2 MILE WEST OF MILEPOST 36, AT CULVERT
 NL0276'1509, AND IN THE TOP OF THE SOUTHEAST CORNER OF THE STONE CAP
 NL0276'OF THE SOUTH HEADWALL.  A STANDARD MONEL-METAL RIVET.
 NL0276
 NL0276                          STATION RECOVERY (2000)
 NL0276
 NL0276'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0276'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0324 ***********************************************************************
 NL0324  DESIGNATION -  RV 12
 NL0324  PID         -  NL0324
 NL0324  STATE/COUNTY-  IA/SAC
 NL0324  USGS QUAD   -  BOYER (1980)
 NL0324
 NL0324                         *CURRENT SURVEY CONTROL
 NL0324  ___________________________________________________________________
 NL0324* NAD 83(1986)-  42 13 24.     (N)    095 10 58.     (W)     SCALED    
 NL0324* NAVD 88     -       375.954  (meters)    1233.44   (feet)  ADJUSTED  
 NL0324  ___________________________________________________________________
 NL0324  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 NL0324  DYNAMIC HT  -         375.804 (meters)    1232.95  (feet)  COMP
 NL0324  MODELED GRAV-     980,213.0   (mgal)                       NAVD 88
 NL0324
 NL0324  VERT ORDER  -  SECOND    CLASS 0
 NL0324
 NL0324.The horizontal coordinates were scaled from a topographic map and have
 NL0324.an estimated accuracy of +/- 6 seconds.
 NL0324
 NL0324.The orthometric height was determined by differential leveling
 NL0324.and adjusted by the National Geodetic Survey in June 1991..
 NL0324
 NL0324.The geoid height was determined by GEOID03.
 NL0324
 NL0324.The dynamic height is computed by dividing the NAVD 88
 NL0324.geopotential number by the normal gravity value computed on the
 NL0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0324.degrees latitude (g = 980.6199 gals.).
 NL0324
 NL0324.The modeled gravity was interpolated from observed gravity values.
 NL0324
 NL0324;                    North         East    Units  Estimated Accuracy
 NL0324;SPC IA N     - 1,081,730.    1,361,080.      MT  (+/- 180 meters Scaled)
 NL0324
 NL0324                          SUPERSEDED SURVEY CONTROL
 NL0324
 NL0324  NGVD 29 (??/??/92)  375.832  (m)         1233.04   (f) ADJ UNCH    2 0
 NL0324
 NL0324.Superseded values are not recommended for survey control.
 NL0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0324.See file dsdata.txt to determine how the superseded data were derived.
 NL0324
 NL0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG198768(NAD 83)
 NL0324_MARKER: R = RIVET
 NL0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0324_SP_SET: CULVERT
 NL0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0324
 NL0324  HISTORY     - Date     Condition        Report By
 NL0324  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0324  HISTORY     - 1943     GOOD             NGS
 NL0324
 NL0324                          STATION DESCRIPTION
 NL0324
 NL0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0324'1.1 MI SW FROM HERRING.
 NL0324'1.1 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0324'FROM THE STATION AT HERRING, SAC COUNTY, 8 POLES NORTHEAST OF
 NL0324'MILEPOST 6, AT CULVERT 15, IN THE TOP OF THE NORTHEAST END OF
 NL0324'THE SOUTHWEST CONCRETE HEADWALL, AND 1 FOOT LOWER THAN THE
 NL0324'TRACK.  A STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0327 ***********************************************************************
 NL0327  DESIGNATION -  RV 13
 NL0327  PID         -  NL0327
 NL0327  STATE/COUNTY-  IA/CRAWFORD
 NL0327  USGS QUAD   -  BOYER (1980)
 NL0327
 NL0327                         *CURRENT SURVEY CONTROL
 NL0327  ___________________________________________________________________
 NL0327* NAD 83(1986)-  42 11 03.     (N)    095 13 07.     (W)     SCALED    
 NL0327* NAVD 88     -       374.260  (meters)    1227.88   (feet)  ADJUSTED  
 NL0327  ___________________________________________________________________
 NL0327  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 NL0327  DYNAMIC HT  -         374.108 (meters)    1227.39  (feet)  COMP
 NL0327  MODELED GRAV-     980,206.6   (mgal)                       NAVD 88
 NL0327
 NL0327  VERT ORDER  -  SECOND    CLASS 0
 NL0327
 NL0327.The horizontal coordinates were scaled from a topographic map and have
 NL0327.an estimated accuracy of +/- 6 seconds.
 NL0327
 NL0327.The orthometric height was determined by differential leveling
 NL0327.and adjusted by the National Geodetic Survey in June 1991..
 NL0327
 NL0327.The geoid height was determined by GEOID03.
 NL0327
 NL0327.The dynamic height is computed by dividing the NAVD 88
 NL0327.geopotential number by the normal gravity value computed on the
 NL0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0327.degrees latitude (g = 980.6199 gals.).
 NL0327
 NL0327.The modeled gravity was interpolated from observed gravity values.
 NL0327
 NL0327;                    North         East    Units  Estimated Accuracy
 NL0327;SPC IA N     - 1,077,440.    1,358,040.      MT  (+/- 180 meters Scaled)
 NL0327
 NL0327                          SUPERSEDED SURVEY CONTROL
 NL0327
 NL0327  NGVD 29 (??/??/92)  374.13   (m)         1227.5    (f) COMPUTED    2 0
 NL0327
 NL0327.Superseded values are not recommended for survey control.
 NL0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0327.See file dsdata.txt to determine how the superseded data were derived.
 NL0327
 NL0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG167726(NAD 83)
 NL0327_MARKER: R = RIVET
 NL0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0327_SP_SET: CULVERT
 NL0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0327
 NL0327  HISTORY     - Date     Condition        Report By
 NL0327  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0327  HISTORY     - 1943     GOOD             NGS
 NL0327
 NL0327                          STATION DESCRIPTION
 NL0327
 NL0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0327'1 MI NE FROM BOYER.
 NL0327'1.0 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0327'FROM THE STATION AT BOYER, CRAWFORD COUNTY, 300 FEET WEST OF
 NL0327'MILEPOST 9, AT CULVERT 34, IN THE TOP OF THE WEST END OF THE
 NL0327'SOUTH CONCRETE HEAD WALL, AND 1 FOOT LOWER THAN THE TRACK.  A
 NL0327'STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0318 ***********************************************************************
 NL0318  DESIGNATION -  RV 13
 NL0318  PID         -  NL0318
 NL0318  STATE/COUNTY-  IA/IDA
 NL0318  USGS QUAD   -  IDA GROVE NW (1967)
 NL0318
 NL0318                         *CURRENT SURVEY CONTROL
 NL0318  ___________________________________________________________________
 NL0318* NAD 83(1986)-  42 28 27.     (N)    095 26 47.     (W)     SCALED    
 NL0318* NAVD 88     -       385.630  (meters)    1265.19   (feet)  ADJUSTED  
 NL0318  ___________________________________________________________________
 NL0318  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 NL0318  DYNAMIC HT  -         385.494 (meters)    1264.74  (feet)  COMP
 NL0318  MODELED GRAV-     980,257.0   (mgal)                       NAVD 88
 NL0318
 NL0318  VERT ORDER  -  FIRST     CLASS II
 NL0318
 NL0318.The horizontal coordinates were scaled from a topographic map and have
 NL0318.an estimated accuracy of +/- 6 seconds.
 NL0318
 NL0318.The orthometric height was determined by differential leveling
 NL0318.and adjusted by the National Geodetic Survey in June 1991..
 NL0318
 NL0318.The geoid height was determined by GEOID03.
 NL0318
 NL0318.The dynamic height is computed by dividing the NAVD 88
 NL0318.geopotential number by the normal gravity value computed on the
 NL0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0318.degrees latitude (g = 980.6199 gals.).
 NL0318
 NL0318.The modeled gravity was interpolated from observed gravity values.
 NL0318
 NL0318;                    North         East    Units  Estimated Accuracy
 NL0318;SPC IA N     - 1,110,050.    1,339,970.      MT  (+/- 180 meters Scaled)
 NL0318
 NL0318                          SUPERSEDED SURVEY CONTROL
 NL0318
 NL0318  NGVD 29 (??/??/92)  385.509  (m)         1264.79   (f) ADJ UNCH    1 2
 NL0318
 NL0318.Superseded values are not recommended for survey control.
 NL0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0318.See file dsdata.txt to determine how the superseded data were derived.
 NL0318
 NL0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH989053(NAD 83)
 NL0318_MARKER: R = RIVET
 NL0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0318_SP_SET: CULVERT
 NL0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0318
 NL0318  HISTORY     - Date     Condition        Report By
 NL0318  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0318  HISTORY     - 1934     GOOD             NGS
 NL0318  HISTORY     - 1971     MARK NOT FOUND   NGS
 NL0318
 NL0318                          STATION DESCRIPTION
 NL0318
 NL0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0318'3.1 MI SW FROM GALVA.
 NL0318'3.1 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0318'FROM GALVA, IDA COUNTY, 0.4 MILE NORTHWEST OF MILEPOST 39, IN
 NL0318'SEC. 33, T. 89 N., R. 39 W., AT CULVERT 1522, IN THE TOP OF THE
 NL0318'NORTHWEST CORNER OF THE NORTH STONE HEADWALL, 6 INCHES SOUTH
 NL0318'OF THE NORTH EDGE, AND 6 INCHES EAST OF THE WEST END.  A STANDARD
 NL0318'MONEL METAL RIVET.
 NL0318
 NL0318                          STATION RECOVERY (1971)
 NL0318
 NL0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NL0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0329 ***********************************************************************
 NL0329  DESIGNATION -  RV 14
 NL0329  PID         -  NL0329
 NL0329  STATE/COUNTY-  IA/CRAWFORD
 NL0329  USGS QUAD   -  BOYER (1980)
 NL0329
 NL0329                         *CURRENT SURVEY CONTROL
 NL0329  ___________________________________________________________________
 NL0329* NAD 83(1986)-  42 12 09.     (N)    095 14 33.     (W)     SCALED    
 NL0329* NAVD 88     -       390.694  (meters)    1281.80   (feet)  ADJUSTED  
 NL0329  ___________________________________________________________________
 NL0329  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 NL0329  DYNAMIC HT  -         390.538 (meters)    1281.29  (feet)  COMP
 NL0329  MODELED GRAV-     980,212.2   (mgal)                       NAVD 88
 NL0329
 NL0329  VERT ORDER  -  SECOND    CLASS 0
 NL0329
 NL0329.The horizontal coordinates were scaled from a topographic map and have
 NL0329.an estimated accuracy of +/- 6 seconds.
 NL0329
 NL0329.The orthometric height was determined by differential leveling
 NL0329.and adjusted by the National Geodetic Survey in June 1991..
 NL0329
 NL0329.The geoid height was determined by GEOID03.
 NL0329
 NL0329.The dynamic height is computed by dividing the NAVD 88
 NL0329.geopotential number by the normal gravity value computed on the
 NL0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0329.degrees latitude (g = 980.6199 gals.).
 NL0329
 NL0329.The modeled gravity was interpolated from observed gravity values.
 NL0329
 NL0329;                    North         East    Units  Estimated Accuracy
 NL0329;SPC IA N     - 1,079,510.    1,356,110.      MT  (+/- 180 meters Scaled)
 NL0329
 NL0329                          SUPERSEDED SURVEY CONTROL
 NL0329
 NL0329  NGVD 29 (??/??/92)  390.562  (m)         1281.37   (f) ADJ UNCH    2 0
 NL0329
 NL0329.Superseded values are not recommended for survey control.
 NL0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0329.See file dsdata.txt to determine how the superseded data were derived.
 NL0329
 NL0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG148746(NAD 83)
 NL0329_MARKER: R = RIVET
 NL0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0329_SP_SET: CULVERT
 NL0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0329
 NL0329  HISTORY     - Date     Condition        Report By
 NL0329  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0329  HISTORY     - 1943     GOOD             NGS
 NL0329
 NL0329                          STATION DESCRIPTION
 NL0329
 NL0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0329'1.5 MI N FROM BOYER.
 NL0329'1.5 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0329'THE STATION AT BOYER, CRAWFORD COUNTY, 3-1/2 POLES NORTH OF
 NL0329'BRIDGE 107, AT 5- BY 5-FOOT CULVERT 108, IN THE CENTER OF THE
 NL0329'TOP OF THE EAST CONCRETE HEADWALL, 11 FEET EAST OF THE CENTERLINE
 NL0329'OF THE TRACK, AND 18 INCHES LOWER THAN THE TRACK.  A STANDARD
 NL0329'MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0320 ***********************************************************************
 NL0320  DESIGNATION -  RV 14
 NL0320  PID         -  NL0320
 NL0320  STATE/COUNTY-  IA/IDA
 NL0320  USGS QUAD   -  IDA GROVE NW (1967)
 NL0320
 NL0320                         *CURRENT SURVEY CONTROL
 NL0320  ___________________________________________________________________
 NL0320* NAD 83(1986)-  42 29 44.     (N)    095 28 56.     (W)     SCALED    
 NL0320* NAVD 88     -       402.446  (meters)    1320.36   (feet)  ADJUSTED  
 NL0320  ___________________________________________________________________
 NL0320  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 NL0320  DYNAMIC HT  -         402.305 (meters)    1319.90  (feet)  COMP
 NL0320  MODELED GRAV-     980,258.4   (mgal)                       NAVD 88
 NL0320
 NL0320  VERT ORDER  -  FIRST     CLASS II
 NL0320
 NL0320.The horizontal coordinates were scaled from a topographic map and have
 NL0320.an estimated accuracy of +/- 6 seconds.
 NL0320
 NL0320.The orthometric height was determined by differential leveling
 NL0320.and adjusted by the National Geodetic Survey in June 1991..
 NL0320
 NL0320.The geoid height was determined by GEOID03.
 NL0320
 NL0320.The dynamic height is computed by dividing the NAVD 88
 NL0320.geopotential number by the normal gravity value computed on the
 NL0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0320.degrees latitude (g = 980.6199 gals.).
 NL0320
 NL0320.The modeled gravity was interpolated from observed gravity values.
 NL0320
 NL0320;                    North         East    Units  Estimated Accuracy
 NL0320;SPC IA N     - 1,112,490.    1,337,080.      MT  (+/- 180 meters Scaled)
 NL0320
 NL0320                          SUPERSEDED SURVEY CONTROL
 NL0320
 NL0320  NGVD 29 (??/??/92)  402.318  (m)         1319.94   (f) ADJ UNCH    1 2
 NL0320
 NL0320.Superseded values are not recommended for survey control.
 NL0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0320.See file dsdata.txt to determine how the superseded data were derived.
 NL0320
 NL0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH960077(NAD 83)
 NL0320_MARKER: DB = BENCH MARK DISK
 NL0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0320_SP_SET: CULVERT
 NL0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0320
 NL0320  HISTORY     - Date     Condition        Report By
 NL0320  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0320  HISTORY     - 1934     GOOD             NGS
 NL0320
 NL0320                          STATION DESCRIPTION
 NL0320
 NL0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0320'3.4 MI E FROM HOLSTEIN.
 NL0320'3.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0320'HOLSTEIN, IDA COUNTY, AT THE WEST SIDE OF SEC. 29, T. 89 N.,
 NL0320'R. 39 W., 0.8 MILE WEST OF MILEPOST 41, AT CULVERT 1531, AND
 NL0320'IN THE TOP OF THE NORTHEAST CORNER OF THE NORTH STONE HEADWALL.
 NL0320'A STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0330 ***********************************************************************
 NL0330  DESIGNATION -  RV 15
 NL0330  PID         -  NL0330
 NL0330  STATE/COUNTY-  IA/CRAWFORD
 NL0330  USGS QUAD   -  KIRON (1971)
 NL0330
 NL0330                         *CURRENT SURVEY CONTROL
 NL0330  ___________________________________________________________________
 NL0330* NAD 83(1986)-  42 11 56.     (N)    095 15 19.     (W)     SCALED    
 NL0330* NAVD 88     -       409.277  (meters)    1342.77   (feet)  ADJUSTED  
 NL0330  ___________________________________________________________________
 NL0330  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 NL0330  DYNAMIC HT  -         409.114 (meters)    1342.23  (feet)  COMP
 NL0330  MODELED GRAV-     980,212.3   (mgal)                       NAVD 88
 NL0330
 NL0330  VERT ORDER  -  SECOND    CLASS 0
 NL0330
 NL0330.The horizontal coordinates were scaled from a topographic map and have
 NL0330.an estimated accuracy of +/- 6 seconds.
 NL0330
 NL0330.The orthometric height was determined by differential leveling
 NL0330.and adjusted by the National Geodetic Survey in June 1991..
 NL0330
 NL0330.The geoid height was determined by GEOID03.
 NL0330
 NL0330.The dynamic height is computed by dividing the NAVD 88
 NL0330.geopotential number by the normal gravity value computed on the
 NL0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0330.degrees latitude (g = 980.6199 gals.).
 NL0330
 NL0330.The modeled gravity was interpolated from observed gravity values.
 NL0330
 NL0330;                    North         East    Units  Estimated Accuracy
 NL0330;SPC IA N     - 1,079,140.    1,355,040.      MT  (+/- 180 meters Scaled)
 NL0330
 NL0330                          SUPERSEDED SURVEY CONTROL
 NL0330
 NL0330  NGVD 29 (??/??/92)  409.140  (m)         1342.32   (f) ADJ UNCH    2 0
 NL0330
 NL0330.Superseded values are not recommended for survey control.
 NL0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0330.See file dsdata.txt to determine how the superseded data were derived.
 NL0330
 NL0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG138743(NAD 83)
 NL0330_MARKER: R = RIVET
 NL0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0330_SP_SET: CULVERT
 NL0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0330
 NL0330  HISTORY     - Date     Condition        Report By
 NL0330  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0330  HISTORY     - 1943     GOOD             NGS
 NL0330
 NL0330                          STATION DESCRIPTION
 NL0330
 NL0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0330'2.6 MI NW FROM BOYER.
 NL0330'2.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0330'FROM THE STATION AT BOYER, CRAWFORD COUNTY, AT CULVERT 115, AND
 NL0330'IN THE TOP OF THE EAST END OF THE NORTH HEADWALL.  A STANDARD
 NL0330'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0365 ***********************************************************************
 NL0365  DESIGNATION -  RV 15
 NL0365  PID         -  NL0365
 NL0365  STATE/COUNTY-  IA/IDA
 NL0365  USGS QUAD   -  HOLSTEIN (1967)
 NL0365
 NL0365                         *CURRENT SURVEY CONTROL
 NL0365  ___________________________________________________________________
 NL0365* NAD 83(1986)-  42 29 48.     (N)    095 30 16.     (W)     SCALED    
 NL0365* NAVD 88     -       416.825  (meters)    1367.53   (feet)  ADJUSTED  
 NL0365  ___________________________________________________________________
 NL0365  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 NL0365  DYNAMIC HT  -         416.679 (meters)    1367.05  (feet)  COMP
 NL0365  MODELED GRAV-     980,258.6   (mgal)                       NAVD 88
 NL0365
 NL0365  VERT ORDER  -  FIRST     CLASS II
 NL0365
 NL0365.The horizontal coordinates were scaled from a topographic map and have
 NL0365.an estimated accuracy of +/- 6 seconds.
 NL0365
 NL0365.The orthometric height was determined by differential leveling
 NL0365.and adjusted by the National Geodetic Survey in June 1991..
 NL0365
 NL0365.The geoid height was determined by GEOID03.
 NL0365
 NL0365.The dynamic height is computed by dividing the NAVD 88
 NL0365.geopotential number by the normal gravity value computed on the
 NL0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0365.degrees latitude (g = 980.6199 gals.).
 NL0365
 NL0365.The modeled gravity was interpolated from observed gravity values.
 NL0365
 NL0365;                    North         East    Units  Estimated Accuracy
 NL0365;SPC IA N     - 1,112,660.    1,335,250.      MT  (+/- 180 meters Scaled)
 NL0365
 NL0365                          SUPERSEDED SURVEY CONTROL
 NL0365
 NL0365  NGVD 29 (??/??/92)  416.694  (m)         1367.10   (f) ADJ UNCH    1 2
 NL0365
 NL0365.Superseded values are not recommended for survey control.
 NL0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0365.See file dsdata.txt to determine how the superseded data were derived.
 NL0365
 NL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH942079(NAD 83)
 NL0365_MARKER: R = RIVET
 NL0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0365_SP_SET: CULVERT
 NL0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0365
 NL0365  HISTORY     - Date     Condition        Report By
 NL0365  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0365  HISTORY     - 1934     GOOD             NGS
 NL0365
 NL0365                          STATION DESCRIPTION
 NL0365
 NL0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0365'2.2 MI E FROM HOLSTEIN.
 NL0365'2.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0365'FROM HOLSTEIN, IDA COUNTY, AT THE WEST SIDE OF SEC. 30, T 89
 NL0365'N., R 39 W, 250 FEET WEST OF MILEPOST 43, AT CULVERT 1537, AND
 NL0365'IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH STONE HEADWALL.
 NL0365'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0335 ***********************************************************************
 NL0335  DESIGNATION -  RV 16
 NL0335  PID         -  NL0335
 NL0335  STATE/COUNTY-  IA/CRAWFORD
 NL0335  USGS QUAD   -  KIRON (1971)
 NL0335
 NL0335                         *CURRENT SURVEY CONTROL
 NL0335  ___________________________________________________________________
 NL0335* NAD 83(1986)-  42 11 32.     (N)    095 21 52.     (W)     SCALED    
 NL0335* NAVD 88     -       422.855  (meters)    1387.32   (feet)  ADJUSTED  
 NL0335  ___________________________________________________________________
 NL0335  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 NL0335  DYNAMIC HT  -         422.687 (meters)    1386.77  (feet)  COMP
 NL0335  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 NL0335
 NL0335  VERT ORDER  -  SECOND    CLASS 0
 NL0335
 NL0335.The horizontal coordinates were scaled from a topographic map and have
 NL0335.an estimated accuracy of +/- 6 seconds.
 NL0335
 NL0335.The orthometric height was determined by differential leveling
 NL0335.and adjusted by the National Geodetic Survey in June 1991..
 NL0335
 NL0335.The geoid height was determined by GEOID03.
 NL0335
 NL0335.The dynamic height is computed by dividing the NAVD 88
 NL0335.geopotential number by the normal gravity value computed on the
 NL0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0335.degrees latitude (g = 980.6199 gals.).
 NL0335
 NL0335.The modeled gravity was interpolated from observed gravity values.
 NL0335
 NL0335;                    North         East    Units  Estimated Accuracy
 NL0335;SPC IA N     - 1,078,590.    1,346,010.      MT  (+/- 180 meters Scaled)
 NL0335
 NL0335                          SUPERSEDED SURVEY CONTROL
 NL0335
 NL0335  NGVD 29 (??/??/92)  422.710  (m)         1386.84   (f) ADJ UNCH    2 0
 NL0335
 NL0335.Superseded values are not recommended for survey control.
 NL0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0335.See file dsdata.txt to determine how the superseded data were derived.
 NL0335
 NL0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG047738(NAD 83)
 NL0335_MARKER: R = RIVET
 NL0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0335_SP_SET: CULVERT
 NL0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0335
 NL0335  HISTORY     - Date     Condition        Report By
 NL0335  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0335  HISTORY     - 1943     GOOD             NGS
 NL0335
 NL0335                          STATION DESCRIPTION
 NL0335
 NL0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0335'2.2 MI W FROM KIRON.
 NL0335'2.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0335'THE STATION AT KIRON, CRAWFORD COUNTY, 3 POLES WEST OF A ROAD
 NL0335'CROSSING, AT 6- BY 6-FOOT CATTLE PASS 143, IN THE TOP OF THE
 NL0335'WEST END OF THE SOUTH CONCRETE HEADWALL, 9 FEET SOUTH OF THE
 NL0335'CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A
 NL0335'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0366 ***********************************************************************
 NL0366  DESIGNATION -  RV 16
 NL0366  PID         -  NL0366
 NL0366  STATE/COUNTY-  IA/IDA
 NL0366  USGS QUAD   -  HOLSTEIN (1967)
 NL0366
 NL0366                         *CURRENT SURVEY CONTROL
 NL0366  ___________________________________________________________________
 NL0366* NAD 83(1986)-  42 29 49.     (N)    095 31 08.     (W)     SCALED    
 NL0366* NAVD 88     -       429.498  (meters)    1409.11   (feet)  ADJUSTED  
 NL0366  ___________________________________________________________________
 NL0366  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 NL0366  DYNAMIC HT  -         429.348 (meters)    1408.62  (feet)  COMP
 NL0366  MODELED GRAV-     980,258.4   (mgal)                       NAVD 88
 NL0366
 NL0366  VERT ORDER  -  FIRST     CLASS II
 NL0366
 NL0366.The horizontal coordinates were scaled from a topographic map and have
 NL0366.an estimated accuracy of +/- 6 seconds.
 NL0366
 NL0366.The orthometric height was determined by differential leveling
 NL0366.and adjusted by the National Geodetic Survey in June 1991..
 NL0366
 NL0366.The geoid height was determined by GEOID03.
 NL0366
 NL0366.The dynamic height is computed by dividing the NAVD 88
 NL0366.geopotential number by the normal gravity value computed on the
 NL0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0366.degrees latitude (g = 980.6199 gals.).
 NL0366
 NL0366.The modeled gravity was interpolated from observed gravity values.
 NL0366
 NL0366;                    North         East    Units  Estimated Accuracy
 NL0366;SPC IA N     - 1,112,720.    1,334,070.      MT  (+/- 180 meters Scaled)
 NL0366
 NL0366                          SUPERSEDED SURVEY CONTROL
 NL0366
 NL0366  NGVD 29 (??/??/92)  429.366  (m)         1408.68   (f) ADJ UNCH    1 2
 NL0366
 NL0366.Superseded values are not recommended for survey control.
 NL0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0366.See file dsdata.txt to determine how the superseded data were derived.
 NL0366
 NL0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH930080(NAD 83)
 NL0366_MARKER: R = RIVET
 NL0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0366_SP_SET: CULVERT
 NL0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0366
 NL0366  HISTORY     - Date     Condition        Report By
 NL0366  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0366  HISTORY     - 1954     GOOD             NGS
 NL0366
 NL0366                          STATION DESCRIPTION
 NL0366
 NL0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NL0366'1.4 MI E FROM HOLSTEIN.
 NL0366'1.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0366'FROM HOLSTEIN, IN SEC. 25, T 89 N., R 40 W., AT CULVERT 1542,
 NL0366'AND IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH STONE HEADWALL.
 NL0366'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0337 ***********************************************************************
 NL0337  DESIGNATION -  RV 17
 NL0337  PID         -  NL0337
 NL0337  STATE/COUNTY-  IA/CRAWFORD
 NL0337  USGS QUAD   -  SCHLESWIG (1971)
 NL0337
 NL0337                         *CURRENT SURVEY CONTROL
 NL0337  ___________________________________________________________________
 NL0337* NAD 83(1986)-  42 10 49.     (N)    095 24 39.     (W)     SCALED    
 NL0337* NAVD 88     -       444.868  (meters)    1459.54   (feet)  ADJUSTED  
 NL0337  ___________________________________________________________________
 NL0337  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 NL0337  DYNAMIC HT  -         444.691 (meters)    1458.96  (feet)  COMP
 NL0337  MODELED GRAV-     980,210.1   (mgal)                       NAVD 88
 NL0337
 NL0337  VERT ORDER  -  SECOND    CLASS 0
 NL0337
 NL0337.The horizontal coordinates were scaled from a topographic map and have
 NL0337.an estimated accuracy of +/- 6 seconds.
 NL0337
 NL0337.The orthometric height was determined by differential leveling
 NL0337.and adjusted by the National Geodetic Survey in June 1991..
 NL0337
 NL0337.The geoid height was determined by GEOID03.
 NL0337
 NL0337.The dynamic height is computed by dividing the NAVD 88
 NL0337.geopotential number by the normal gravity value computed on the
 NL0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0337.degrees latitude (g = 980.6199 gals.).
 NL0337
 NL0337.The modeled gravity was interpolated from observed gravity values.
 NL0337
 NL0337;                    North         East    Units  Estimated Accuracy
 NL0337;SPC IA N     - 1,077,350.    1,342,150.      MT  (+/- 180 meters Scaled)
 NL0337
 NL0337                          SUPERSEDED SURVEY CONTROL
 NL0337
 NL0337  NGVD 29 (??/??/92)  444.713  (m)         1459.03   (f) ADJ UNCH    2 0
 NL0337
 NL0337.Superseded values are not recommended for survey control.
 NL0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0337.See file dsdata.txt to determine how the superseded data were derived.
 NL0337
 NL0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG008726(NAD 83)
 NL0337_MARKER: R = RIVET
 NL0337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0337_SP_SET: CULVERT
 NL0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0337
 NL0337  HISTORY     - Date     Condition        Report By
 NL0337  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0337  HISTORY     - 1943     GOOD             NGS
 NL0337
 NL0337                          STATION DESCRIPTION
 NL0337
 NL0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0337'1.8 MI NE FROM SCHLESWIG.
 NL0337'1.8 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0337'FROM THE STATION AT SCHLESWIG, CRAWFORD COUNTY, AT POLE 21+07,
 NL0337'AT 6- BY 6-FOOT CATTLE PASS 150, IN THE TOP OF THE SOUTHWEST
 NL0337'END OF THE SOUTHEAST CONCRETE HEADWALL, 11 FEET SOUTHEAST OF THE
 NL0337'CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A
 NL0337'STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0486 ***********************************************************************
 NL0486  DESIGNATION -  RV 19
 NL0486  PID         -  NL0486
 NL0486  STATE/COUNTY-  IA/WOODBURY
 NL0486  USGS QUAD   -  CORRECTIONVILLE (1969)
 NL0486
 NL0486                         *CURRENT SURVEY CONTROL
 NL0486  ___________________________________________________________________
 NL0486* NAD 83(1986)-  42 29 42.     (N)    095 48 29.     (W)     SCALED    
 NL0486* NAVD 88     -       346.304  (meters)    1136.17   (feet)  ADJUSTED  
 NL0486  ___________________________________________________________________
 NL0486  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 NL0486  DYNAMIC HT  -         346.190 (meters)    1135.79  (feet)  COMP
 NL0486  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 NL0486
 NL0486  VERT ORDER  -  FIRST     CLASS II
 NL0486
 NL0486.The horizontal coordinates were scaled from a topographic map and have
 NL0486.an estimated accuracy of +/- 6 seconds.
 NL0486
 NL0486.The orthometric height was determined by differential leveling
 NL0486.and adjusted by the National Geodetic Survey in June 1991..
 NL0486
 NL0486.The geoid height was determined by GEOID03.
 NL0486
 NL0486.The dynamic height is computed by dividing the NAVD 88
 NL0486.geopotential number by the normal gravity value computed on the
 NL0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0486.degrees latitude (g = 980.6199 gals.).
 NL0486
 NL0486.The modeled gravity was interpolated from observed gravity values.
 NL0486
 NL0486;                    North         East    Units  Estimated Accuracy
 NL0486;SPC IA N     - 1,113,110.    1,310,300.      MT  (+/- 180 meters Scaled)
 NL0486
 NL0486                          SUPERSEDED SURVEY CONTROL
 NL0486
 NL0486  NGVD 29 (??/??/92)  346.167  (m)         1135.72   (f) ADJ UNCH    1 2
 NL0486
 NL0486.Superseded values are not recommended for survey control.
 NL0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0486.See file dsdata.txt to determine how the superseded data were derived.
 NL0486
 NL0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH692085(NAD 83)
 NL0486_MARKER: R = RIVET
 NL0486_SETTING: 0 = UNSPECIFIED SETTING
 NL0486_MARK LOGO: CGS   
 NL0486_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0486
 NL0486  HISTORY     - Date     Condition        Report By
 NL0486  HISTORY     - UNK      MONUMENTED       CGS
 NL0486  HISTORY     - 1966     GOOD             NGS
 NL0486  HISTORY     - 19920824 GOOD             LOCENG
 NL0486  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0486
 NL0486                          STATION DESCRIPTION
 NL0486
 NL0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NL0486'2 MI NE FROM CORRECTIONVILLE.
 NL0486'TO REACH FROM THE POST OFFICE IN CORRECTIONVILLE GO EAST 0.05
 NL0486'MILE, TURN LEFT ON STATE HIGHWAY 31 AND GO 0.35 MILE TO AN OILED
 NL0486'SIDE ROAD LEFT, TURN LEFT AND GO 0.25 MILE TO U.S. HIGHWAY 20,
 NL0486'CROSS U.S. HIGHWAY 20 AND GO NORTH FOR 0.55 MILE TO A SIDE
 NL0486'ROAD LEFT, TURN LEFT AND GO WEST AND NORTH FOR 0.6 MILE TO A
 NL0486'FORK, KEEP LEFT AND GO 0.65 MILE TO A FORK, KEEP RIGHT AND GO
 NL0486'0.25 MILE PASSING BETWEEN A HOUSE AND SHED THEN EAST-SOUTH
 NL0486'AND EAST TO AN IRON AND WIRE GATE AND ETT, FROM HERE PACK
 NL0486'SOUTHEAST FOR 237 PACES TO THE MARK ON THE LEFT, MARKED WITH
 NL0486'A STEEL WITNESS POST AND SIGN.  IT IS 1.2 FEET NORTH OF THE
 NL0486'WITNESS POST.  THE STEEL BRIDGE WILL BE REMOVED, BUT SURE THE
 NL0486'CONCRETE HEADWALLS WILL STAY.
 NL0486
 NL0486                          STATION RECOVERY (1992)
 NL0486
 NL0486'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NL0486'RECOVERED IN GOOD CONDITION.  NOTE--RAILROAD HAS BEEN DISMANTLED AND
 NL0486'BRIDGE STRUCTURE REMOVED, CONCRETE ABUTMENTS REMAIN.
 NL0486
 NL0486                          STATION RECOVERY (2000)
 NL0486
 NL0486'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0486'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0110 ***********************************************************************
 NL0110  DESIGNATION -  RV 2
 NL0110  PID         -  NL0110
 NL0110  STATE/COUNTY-  IA/BOONE
 NL0110  USGS QUAD   -  GRAND JUNCTION (1982)
 NL0110
 NL0110                         *CURRENT SURVEY CONTROL
 NL0110  ___________________________________________________________________
 NL0110* NAD 83(1986)-  42 02 05.     (N)    094 11 02.     (W)     SCALED    
 NL0110* NAVD 88     -       314.176  (meters)    1030.76   (feet)  ADJUSTED  
 NL0110  ___________________________________________________________________
 NL0110  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 NL0110  DYNAMIC HT  -         314.088 (meters)    1030.47  (feet)  COMP
 NL0110  MODELED GRAV-     980,331.0   (mgal)                       NAVD 88
 NL0110
 NL0110  VERT ORDER  -  SECOND    CLASS 0
 NL0110
 NL0110.The horizontal coordinates were scaled from a topographic map and have
 NL0110.an estimated accuracy of +/- 6 seconds.
 NL0110
 NL0110.The orthometric height was determined by differential leveling
 NL0110.and adjusted by the National Geodetic Survey in June 1991..
 NL0110
 NL0110.The geoid height was determined by GEOID03.
 NL0110
 NL0110.The dynamic height is computed by dividing the NAVD 88
 NL0110.geopotential number by the normal gravity value computed on the
 NL0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0110.degrees latitude (g = 980.6199 gals.).
 NL0110
 NL0110.The modeled gravity was interpolated from observed gravity values.
 NL0110
 NL0110;                    North         East    Units  Estimated Accuracy
 NL0110;SPC IA N     - 1,059,620.    1,443,370.      MT  (+/- 180 meters Scaled)
 NL0110
 NL0110                          SUPERSEDED SURVEY CONTROL
 NL0110
 NL0110  NGVD 29 (??/??/92)  314.160  (m)         1030.71   (f) ADJ UNCH    2 0
 NL0110
 NL0110.Superseded values are not recommended for survey control.
 NL0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0110.See file dsdata.txt to determine how the superseded data were derived.
 NL0110
 NL0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG020543(NAD 83)
 NL0110_MARKER: R = RIVET
 NL0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0110_SP_SET: BRIDGE
 NL0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0110
 NL0110  HISTORY     - Date     Condition        Report By
 NL0110  HISTORY     - UNK      MONUMENTED       CGS
 NL0110  HISTORY     - 1935     GOOD             NGS
 NL0110
 NL0110                          STATION DESCRIPTION
 NL0110
 NL0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NL0110'2.2 MI W FROM BEAVER.
 NL0110'2.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0110'FROM THE STATION AT BEAVER, BOONE COUNTY, AT BRIDGE 717, AND
 NL0110'IN THE TOP OF THE EAST END OF THE NORTH HEADWALL.  A STANDARD
 NL0110'MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0298 ***********************************************************************
 NL0298  DESIGNATION -  RV 2
 NL0298  PID         -  NL0298
 NL0298  STATE/COUNTY-  IA/SAC
 NL0298  USGS QUAD   -  SAC CITY WEST (1980)
 NL0298
 NL0298                         *CURRENT SURVEY CONTROL
 NL0298  ___________________________________________________________________
 NL0298* NAD 83(1986)-  42 25 47.     (N)    095 01 17.     (W)     SCALED    
 NL0298* NAVD 88     -       391.893  (meters)    1285.74   (feet)  ADJUSTED  
 NL0298  ___________________________________________________________________
 NL0298  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 NL0298  DYNAMIC HT  -         391.754 (meters)    1285.28  (feet)  COMP
 NL0298  MODELED GRAV-     980,253.8   (mgal)                       NAVD 88
 NL0298
 NL0298  VERT ORDER  -  FIRST     CLASS II
 NL0298
 NL0298.The horizontal coordinates were scaled from a topographic map and have
 NL0298.an estimated accuracy of +/- 6 seconds.
 NL0298
 NL0298.The orthometric height was determined by differential leveling
 NL0298.and adjusted by the National Geodetic Survey in June 1991..
 NL0298
 NL0298.The geoid height was determined by GEOID03.
 NL0298
 NL0298.The dynamic height is computed by dividing the NAVD 88
 NL0298.geopotential number by the normal gravity value computed on the
 NL0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0298.degrees latitude (g = 980.6199 gals.).
 NL0298
 NL0298.The modeled gravity was interpolated from observed gravity values.
 NL0298
 NL0298;                    North         East    Units  Estimated Accuracy
 NL0298;SPC IA N     - 1,104,400.    1,374,820.      MT  (+/- 180 meters Scaled)
 NL0298
 NL0298                          SUPERSEDED SURVEY CONTROL
 NL0298
 NL0298  NGVD 29 (??/??/92)  391.795  (m)         1285.41   (f) ADJ UNCH    1 2
 NL0298
 NL0298.Superseded values are not recommended for survey control.
 NL0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0298.See file dsdata.txt to determine how the superseded data were derived.
 NL0298
 NL0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG337994(NAD 83)
 NL0298_MARKER: R = RIVET
 NL0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0298_SP_SET: CULVERT
 NL0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0298
 NL0298  HISTORY     - Date     Condition        Report By
 NL0298  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0298  HISTORY     - 1934     GOOD             NGS
 NL0298
 NL0298                          STATION DESCRIPTION
 NL0298
 NL0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0298'1.5 MI W FROM SAC CITY.
 NL0298'1-1/2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0298'FROM THE STATION AT SAC CITY, SAC COUNTY, 0.9 MILE WEST OF
 NL0298'MILEPOST 14, AT THE SOUTH SIDE OF SEC. 15, T 88 N., R. 36 W.,
 NL0298'AT CULVERT 1443, IN THE CENTER OF THE TOP OF THE NORTH CONCRETE
 NL0298'HEADWALL, AND 1 FOOT WEST OF THE EAST END.  A STANDARD MONEL
 NL0298'METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0284 ***********************************************************************
 NL0284  DESIGNATION -  RV 2
 NL0284  PID         -  NL0284
 NL0284  STATE/COUNTY-  IA/SAC
 NL0284  USGS QUAD   -  LAKE VIEW (1980)
 NL0284
 NL0284                         *CURRENT SURVEY CONTROL
 NL0284  ___________________________________________________________________
 NL0284* NAD 83(1986)-  42 18 28.     (N)    095 03 01.     (W)     SCALED    
 NL0284* NAVD 88     -       378.747  (meters)    1242.61   (feet)  ADJUSTED  
 NL0284  ___________________________________________________________________
 NL0284  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 NL0284  DYNAMIC HT  -         378.601 (meters)    1242.13  (feet)  COMP
 NL0284  MODELED GRAV-     980,227.7   (mgal)                       NAVD 88
 NL0284
 NL0284  VERT ORDER  -  SECOND    CLASS 0
 NL0284
 NL0284.The horizontal coordinates were scaled from a topographic map and have
 NL0284.an estimated accuracy of +/- 6 seconds.
 NL0284
 NL0284.The orthometric height was determined by differential leveling
 NL0284.and adjusted by the National Geodetic Survey in June 1991..
 NL0284
 NL0284.The geoid height was determined by GEOID03.
 NL0284
 NL0284.The dynamic height is computed by dividing the NAVD 88
 NL0284.geopotential number by the normal gravity value computed on the
 NL0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0284.degrees latitude (g = 980.6199 gals.).
 NL0284
 NL0284.The modeled gravity was interpolated from observed gravity values.
 NL0284
 NL0284;                    North         East    Units  Estimated Accuracy
 NL0284;SPC IA N     - 1,090,900.    1,372,190.      MT  (+/- 180 meters Scaled)
 NL0284
 NL0284                          SUPERSEDED SURVEY CONTROL
 NL0284
 NL0284  NGVD 29 (??/??/92)  378.639  (m)         1242.25   (f) ADJ UNCH    2 0
 NL0284
 NL0284.Superseded values are not recommended for survey control.
 NL0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0284.See file dsdata.txt to determine how the superseded data were derived.
 NL0284
 NL0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG310859(NAD 83)
 NL0284_MARKER: R = RIVET
 NL0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0284_SP_SET: CULVERT
 NL0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0284
 NL0284  HISTORY     - Date     Condition        Report By
 NL0284  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0284  HISTORY     - 1943     GOOD             NGS
 NL0284  HISTORY     - 1985     GOOD             NGS
 NL0284
 NL0284                          STATION DESCRIPTION
 NL0284
 NL0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0284'AT LAKE VIEW.
 NL0284'AT LAKE VIEW, SAC COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NL0284'RAILWAY, 500 FEET NORTH OF THE STATION, AT CULVERT 1407-1/2,
 NL0284'AND IN THE TOP OF THE NORTH END OF THE EAST HEADWALL.  A STANDARD
 NL0284'MONEL-METAL RIVET.
 NL0284
 NL0284                          STATION RECOVERY (1985)
 NL0284
 NL0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NL0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0436 ***********************************************************************
 NL0436  DESIGNATION -  RV 21
 NL0436  PID         -  NL0436
 NL0436  STATE/COUNTY-  IA/MONONA
 NL0436  USGS QUAD   -  UTE (1971)
 NL0436
 NL0436                         *CURRENT SURVEY CONTROL
 NL0436  ___________________________________________________________________
 NL0436* NAD 83(1986)-  42 02 52.     (N)    095 41 02.     (W)     SCALED    
 NL0436* NAVD 88     -       359.418  (meters)    1179.19   (feet)  ADJUSTED  
 NL0436  ___________________________________________________________________
 NL0436  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 NL0436  DYNAMIC HT  -         359.278 (meters)    1178.73  (feet)  COMP
 NL0436  MODELED GRAV-     980,222.5   (mgal)                       NAVD 88
 NL0436
 NL0436  VERT ORDER  -  SECOND    CLASS 0
 NL0436
 NL0436.The horizontal coordinates were scaled from a topographic map and have
 NL0436.an estimated accuracy of +/- 6 seconds.
 NL0436
 NL0436.The orthometric height was determined by differential leveling
 NL0436.and adjusted by the National Geodetic Survey in June 1991..
 NL0436
 NL0436.The geoid height was determined by GEOID03.
 NL0436
 NL0436.The dynamic height is computed by dividing the NAVD 88
 NL0436.geopotential number by the normal gravity value computed on the
 NL0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0436.degrees latitude (g = 980.6199 gals.).
 NL0436
 NL0436.The modeled gravity was interpolated from observed gravity values.
 NL0436
 NL0436;                    North         East    Units  Estimated Accuracy
 NL0436;SPC IA N     - 1,063,180.    1,319,220.      MT  (+/- 180 meters Scaled)
 NL0436
 NL0436                          SUPERSEDED SURVEY CONTROL
 NL0436
 NL0436  NGVD 29 (??/??/92)  359.270  (m)         1178.70   (f) ADJ UNCH    2 0
 NL0436
 NL0436.Superseded values are not recommended for survey control.
 NL0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0436.See file dsdata.txt to determine how the superseded data were derived.
 NL0436
 NL0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG778585(NAD 83)
 NL0436_MARKER: R = RIVET
 NL0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0436_SP_SET: CONCRETE FOUNDATION
 NL0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0436
 NL0436  HISTORY     - Date     Condition        Report By
 NL0436  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0436  HISTORY     - 1943     GOOD             NGS
 NL0436
 NL0436                          STATION DESCRIPTION
 NL0436
 NL0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0436'1.5 MI E FROM UTE.
 NL0436'1.5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NL0436'RAILROAD FROM THE STATION AT UTE, MONONA COUNTY, AT THE CROSSING
 NL0436'OF THE CHICAGO AND NORTH WESTERN RAILWAY, IN THE TOP OF THE
 NL0436'SOUTHEAST CORNER OF THE NORTHEAST CONCRETE FOUNDATION OF THE
 NL0436'CROSSING GATE, AND LEVEL WITH THE TRACK.  A STANDARD MONEL-METAL
 NL0436'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0391 ***********************************************************************
 NK0391  DESIGNATION -  RV 214
 NK0391  PID         -  NK0391
 NK0391  STATE/COUNTY-  IA/STORY
 NK0391  USGS QUAD   -  AMES EAST (1975)
 NK0391
 NK0391                         *CURRENT SURVEY CONTROL
 NK0391  ___________________________________________________________________
 NK0391* NAD 83(1986)-  42 01 33.     (N)    093 37 30.     (W)     SCALED    
 NK0391* NAVD 88     -       279.587  (meters)     917.28   (feet)  ADJUSTED  
 NK0391  ___________________________________________________________________
 NK0391  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 NK0391  DYNAMIC HT  -         279.491 (meters)     916.96  (feet)  COMP
 NK0391  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 NK0391
 NK0391  VERT ORDER  -  SECOND    CLASS 0
 NK0391
 NK0391.The horizontal coordinates were scaled from a topographic map and have
 NK0391.an estimated accuracy of +/- 6 seconds.
 NK0391
 NK0391.The orthometric height was determined by differential leveling
 NK0391.and adjusted by the National Geodetic Survey in June 1991..
 NK0391
 NK0391.The geoid height was determined by GEOID03.
 NK0391
 NK0391.The dynamic height is computed by dividing the NAVD 88
 NK0391.geopotential number by the normal gravity value computed on the
 NK0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0391.degrees latitude (g = 980.6199 gals.).
 NK0391
 NK0391.The modeled gravity was interpolated from observed gravity values.
 NK0391
 NK0391;                    North         East    Units  Estimated Accuracy
 NK0391;SPC IA N     - 1,058,420.    1,489,650.      MT  (+/- 180 meters Scaled)
 NK0391
 NK0391                          SUPERSEDED SURVEY CONTROL
 NK0391
 NK0391  NGVD 29 (??/??/92)  279.548  (m)          917.15   (f) ADJ UNCH    2 0
 NK0391
 NK0391.Superseded values are not recommended for survey control.
 NK0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0391.See file dsdata.txt to determine how the superseded data were derived.
 NK0391
 NK0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG482528(NAD 83)
 NK0391_MARKER: R = RIVET
 NK0391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0391_SP_SET: BRIDGE
 NK0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0391
 NK0391  HISTORY     - Date     Condition        Report By
 NK0391  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0391  HISTORY     - 1934     GOOD             NGS
 NK0391
 NK0391                          STATION DESCRIPTION
 NK0391
 NK0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0391'0.4 MI W FROM AMES.
 NK0391'0.4 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0391'THE STATION AT AMES, STORY COUNTY, AT SIGNAL BRIDGE 214, IN THE
 NK0391'SOUTHWEST CORNER OF THE NORTHWEST CONCRETE PEDESTAL, AND 5.0
 NK0391'FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK.  A STANDARD
 NK0391'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0498 ***********************************************************************
 NL0498  DESIGNATION -  RV 22
 NL0498  PID         -  NL0498
 NL0498  STATE/COUNTY-  IA/PLYMOUTH
 NL0498  USGS QUAD   -  KINGSLEY (1969)
 NL0498
 NL0498                         *CURRENT SURVEY CONTROL
 NL0498  ___________________________________________________________________
 NL0498* NAD 83(1986)-  42 34 17.     (N)    095 59 51.     (W)     SCALED    
 NL0498* NAVD 88     -       371.808  (meters)    1219.84   (feet)  ADJUSTED  
 NL0498  ___________________________________________________________________
 NL0498  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 NL0498  DYNAMIC HT  -         371.684 (meters)    1219.43  (feet)  COMP
 NL0498  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 NL0498
 NL0498  VERT ORDER  -  FIRST     CLASS II
 NL0498
 NL0498.The horizontal coordinates were scaled from a topographic map and have
 NL0498.an estimated accuracy of +/- 6 seconds.
 NL0498
 NL0498.The orthometric height was determined by differential leveling
 NL0498.and adjusted by the National Geodetic Survey in June 1991..
 NL0498
 NL0498.The geoid height was determined by GEOID03.
 NL0498
 NL0498.The dynamic height is computed by dividing the NAVD 88
 NL0498.geopotential number by the normal gravity value computed on the
 NL0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0498.degrees latitude (g = 980.6199 gals.).
 NL0498
 NL0498.The modeled gravity was interpolated from observed gravity values.
 NL0498
 NL0498;                    North         East    Units  Estimated Accuracy
 NL0498;SPC IA N     - 1,122,030.    1,294,980.      MT  (+/- 180 meters Scaled)
 NL0498
 NL0498                          SUPERSEDED SURVEY CONTROL
 NL0498
 NL0498  NGVD 29 (??/??/92)  371.653  (m)         1219.33   (f) ADJ UNCH    1 2
 NL0498
 NL0498.Superseded values are not recommended for survey control.
 NL0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0498.See file dsdata.txt to determine how the superseded data were derived.
 NL0498
 NL0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH539175(NAD 83)
 NL0498_MARKER: R = RIVET
 NL0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0498_SP_SET: CULVERT
 NL0498_STAMPING: USCS BM
 NL0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0498
 NL0498  HISTORY     - Date     Condition        Report By
 NL0498  HISTORY     - UNK      MONUMENTED       CGS
 NL0498  HISTORY     - 1966     GOOD             NGS
 NL0498
 NL0498                          STATION DESCRIPTION
 NL0498
 NL0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NL0498'2 MI SW FROM KINGSLEY.
 NL0498'TO REACH FROM THE POST OFFICE IN KINGSLEY GO WEST ABOUT 100
 NL0498'FEET TO MAIN STREET AND WHERE HIGHWAY 140 TURNS SOUTH, GO
 NL0498'SOUTH ON 140 FOR 2.0 MILES TO A CULVERT AND A CULVERT ON THE
 NL0498'RIGHT WITH MONEL-METAL RIVET WITH WASHER STAMPED U.S.C.S.
 NL0498'BM IT IS 97.4 FEET NORTHEAST OF CENTER LINE STATE HIGHWAY 140
 NL0498'AND 18 INCHES SOUTH OF STEEL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0028 ***********************************************************************
 NM0028  DESIGNATION -  RV 23
 NM0028  PID         -  NM0028
 NM0028  STATE/COUNTY-  IA/PLYMOUTH
 NM0028  USGS QUAD   -  UNION CENTER SE (1985)
 NM0028
 NM0028                         *CURRENT SURVEY CONTROL
 NM0028  ___________________________________________________________________
 NM0028* NAD 83(1986)-  42 33 39.     (N)    096 00 41.     (W)     SCALED    
 NM0028* NAVD 88     -       366.637  (meters)    1202.87   (feet)  ADJUSTED  
 NM0028  ___________________________________________________________________
 NM0028  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 NM0028  DYNAMIC HT  -         366.515 (meters)    1202.47  (feet)  COMP
 NM0028  MODELED GRAV-     980,278.0   (mgal)                       NAVD 88
 NM0028
 NM0028  VERT ORDER  -  FIRST     CLASS II
 NM0028
 NM0028.The horizontal coordinates were scaled from a topographic map and have
 NM0028.an estimated accuracy of +/- 6 seconds.
 NM0028
 NM0028.The orthometric height was determined by differential leveling
 NM0028.and adjusted by the National Geodetic Survey in June 1991..
 NM0028
 NM0028.The geoid height was determined by GEOID03.
 NM0028
 NM0028.The dynamic height is computed by dividing the NAVD 88
 NM0028.geopotential number by the normal gravity value computed on the
 NM0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0028.degrees latitude (g = 980.6199 gals.).
 NM0028
 NM0028.The modeled gravity was interpolated from observed gravity values.
 NM0028
 NM0028;                    North         East    Units  Estimated Accuracy
 NM0028;SPC IA N     - 1,120,900.    1,293,810.      MT  (+/- 180 meters Scaled)
 NM0028
 NM0028                          SUPERSEDED SURVEY CONTROL
 NM0028
 NM0028  NGVD 29 (??/??/92)  366.48   (m)         1202.4    (f) COMPUTED    1 2
 NM0028
 NM0028.Superseded values are not recommended for survey control.
 NM0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0028.See file dsdata.txt to determine how the superseded data were derived.
 NM0028
 NM0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN453163(NAD 83)
 NM0028_MARKER: R = RIVET
 NM0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0028_SP_SET: CULVERT
 NM0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0028
 NM0028  HISTORY     - Date     Condition        Report By
 NM0028  HISTORY     - UNK      MONUMENTED       CGS
 NM0028  HISTORY     - 1966     GOOD             NGS
 NM0028
 NM0028                          STATION DESCRIPTION
 NM0028
 NM0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NM0028'3.2 MI SW FROM KINGSLEY.
 NM0028'TO REACH FROM THE POST OFFICE IN KINGSLEY, GO WEST 100 FEET TO
 NM0028'MAIN STREET AND STATE HIGHWAY 140 SOUTH, TURN LEFT ON MAIN STREET
 NM0028'AND HIGHWAY 140 AND GO 3.2 MILES TO CULVERT 1666, ON THE RIGHT,
 NM0028'THE MONEL-METAL RIVET IS IN THE TOP OF THE NORTHEAST END OF THE
 NM0028'NORTHWEST HEADWALL, 120 FEET NORTHWEST OF THE CENTERLINE OF STATE
 NM0028'HIGHWAY 140, 96 FEET NORTH-NORTHWEST OF A POWER POLE AND 24.4
 NM0028'FEET NORTH-NORTHWEST OF A STEEL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0029 ***********************************************************************
 NM0029  DESIGNATION -  RV 24
 NM0029  PID         -  NM0029
 NM0029  STATE/COUNTY-  IA/PLYMOUTH
 NM0029  USGS QUAD   -  UNION CENTER SE (1985)
 NM0029
 NM0029                         *CURRENT SURVEY CONTROL
 NM0029  ___________________________________________________________________
 NM0029* NAD 83(1986)-  42 32 55.     (N)    096 01 18.     (W)     SCALED    
 NM0029* NAVD 88     -       360.340  (meters)    1182.22   (feet)  ADJUSTED  
 NM0029  ___________________________________________________________________
 NM0029  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 NM0029  DYNAMIC HT  -         360.220 (meters)    1181.82  (feet)  COMP
 NM0029  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 NM0029
 NM0029  VERT ORDER  -  FIRST     CLASS II
 NM0029
 NM0029.The horizontal coordinates were scaled from a topographic map and have
 NM0029.an estimated accuracy of +/- 6 seconds.
 NM0029
 NM0029.The orthometric height was determined by differential leveling
 NM0029.and adjusted by the National Geodetic Survey in June 1991..
 NM0029
 NM0029.The geoid height was determined by GEOID03.
 NM0029
 NM0029.The dynamic height is computed by dividing the NAVD 88
 NM0029.geopotential number by the normal gravity value computed on the
 NM0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0029.degrees latitude (g = 980.6199 gals.).
 NM0029
 NM0029.The modeled gravity was interpolated from observed gravity values.
 NM0029
 NM0029;                    North         East    Units  Estimated Accuracy
 NM0029;SPC IA N     - 1,119,560.    1,292,920.      MT  (+/- 180 meters Scaled)
 NM0029
 NM0029                          SUPERSEDED SURVEY CONTROL
 NM0029
 NM0029  NGVD 29 (??/??/92)  360.18   (m)         1181.7    (f) COMPUTED    1 2
 NM0029
 NM0029.Superseded values are not recommended for survey control.
 NM0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0029.See file dsdata.txt to determine how the superseded data were derived.
 NM0029
 NM0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN445149(NAD 83)
 NM0029_MARKER: R = RIVET
 NM0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0029_SP_SET: CULVERT
 NM0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0029
 NM0029  HISTORY     - Date     Condition        Report By
 NM0029  HISTORY     - UNK      MONUMENTED       CGS
 NM0029  HISTORY     - 1966     GOOD             NGS
 NM0029
 NM0029                          STATION DESCRIPTION
 NM0029
 NM0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NM0029'4.2 MI SW FROM KINGSLEY.
 NM0029'TO REACH FROM THE POST OFFICE IN KINGSLEY, GO WEST 100 FEET TO
 NM0029'MAIN STREET AND STATE HIGHWAY 140, TURN LEFT AND GO 4.15 MILES,
 NM0029'WEST AND SOUTHWEST TO A CULVERT ON THE RIGHT.  IT IS AT CULVERT
 NM0029'1670 IN TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 NM0029'HEADWALL, 94.9 FEET NORTHWEST OF CENTER LINE OF STATE HIGHWAY
 NM0029'140, 393 FEET NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 140
 NM0029'AND 243 AND 18 INCHES SOUTH OF A STEEL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0178 ***********************************************************************
 NM0178  DESIGNATION -  RV 25
 NM0178  PID         -  NM0178
 NM0178  STATE/COUNTY-  IA/WOODBURY
 NM0178  USGS QUAD   -  MOVILLE (1964)
 NM0178
 NM0178                         *CURRENT SURVEY CONTROL
 NM0178  ___________________________________________________________________
 NM0178* NAD 83(1986)-  42 29 43.     (N)    096 04 21.     (W)     SCALED    
 NM0178* NAVD 88     -       350.557  (meters)    1150.12   (feet)  ADJUSTED  
 NM0178  ___________________________________________________________________
 NM0178  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 NM0178  DYNAMIC HT  -         350.444 (meters)    1149.75  (feet)  COMP
 NM0178  MODELED GRAV-     980,288.6   (mgal)                       NAVD 88
 NM0178
 NM0178  VERT ORDER  -  FIRST     CLASS II
 NM0178
 NM0178.The horizontal coordinates were scaled from a topographic map and have
 NM0178.an estimated accuracy of +/- 6 seconds.
 NM0178
 NM0178.The orthometric height was determined by differential leveling
 NM0178.and adjusted by the National Geodetic Survey in June 1991..
 NM0178
 NM0178.The geoid height was determined by GEOID03.
 NM0178
 NM0178.The dynamic height is computed by dividing the NAVD 88
 NM0178.geopotential number by the normal gravity value computed on the
 NM0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0178.degrees latitude (g = 980.6199 gals.).
 NM0178
 NM0178.The modeled gravity was interpolated from observed gravity values.
 NM0178
 NM0178;                    North         East    Units  Estimated Accuracy
 NM0178;SPC IA N     - 1,113,770.    1,288,570.      MT  (+/- 180 meters Scaled)
 NM0178
 NM0178                          SUPERSEDED SURVEY CONTROL
 NM0178
 NM0178  NGVD 29 (??/??/92)  350.405  (m)         1149.62   (f) ADJ UNCH    1 2
 NM0178
 NM0178.Superseded values are not recommended for survey control.
 NM0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0178.See file dsdata.txt to determine how the superseded data were derived.
 NM0178
 NM0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN405089(NAD 83)
 NM0178_MARKER: R = RIVET
 NM0178_SETTING: 0 = UNSPECIFIED SETTING
 NM0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0178
 NM0178  HISTORY     - Date     Condition        Report By
 NM0178  HISTORY     - UNK      MONUMENTED       CNWRR
 NM0178  HISTORY     - 1966     GOOD             NGS
 NM0178
 NM0178                          STATION DESCRIPTION
 NM0178
 NM0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NM0178'0.4 MI NW FROM MOVILLE.
 NM0178'TO REACH FROM THE POST OFFICE IN MOVILLE, GO WEST ON MAIN STREET
 NM0178'FOR 0.25 MILE TO N. FIRST ST. OR STATE HIGHWAY 140 TURN RIGHT AND
 NM0178'GO 0.25 MILE TO A CROSS ROAD, TURN LEFT AND GO 0.05 MILE TO A
 NM0178'TRACK ROAD RIGHT, TURN RIGHT AND GO 0.15 MILE TO THE MARK ON THE
 NM0178'RIGHT.  IT IS 22.6 FEET EAST OF A TRACK ROAD AND 2.4 FEET SOUTHEAST
 NM0178'OF A STEEL WITNESS POST AND SIGN.  NOTE-- ALL THAT IS LEFT OF
 NM0178'THE WATER TANK ARE THE CONCRETE FOOTINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0450 ***********************************************************************
 NK0450  DESIGNATION -  RV 2502
 NK0450  PID         -  NK0450
 NK0450  STATE/COUNTY-  IA/WRIGHT
 NK0450  USGS QUAD   -  EAGLE GROVE (1978)
 NK0450
 NK0450                         *CURRENT SURVEY CONTROL
 NK0450  ___________________________________________________________________
 NK0450* NAD 83(1986)-  42 40 51.     (N)    093 55 27.     (W)     SCALED    
 NK0450* NAVD 88     -       339.191  (meters)    1112.83   (feet)  ADJUSTED  
 NK0450  ___________________________________________________________________
 NK0450  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 NK0450  DYNAMIC HT  -         339.097 (meters)    1112.52  (feet)  COMP
 NK0450  MODELED GRAV-     980,335.5   (mgal)                       NAVD 88
 NK0450
 NK0450  VERT ORDER  -  SECOND    CLASS 0
 NK0450
 NK0450.The horizontal coordinates were scaled from a topographic map and have
 NK0450.an estimated accuracy of +/- 6 seconds.
 NK0450
 NK0450.The orthometric height was determined by differential leveling
 NK0450.and adjusted by the National Geodetic Survey in June 1991..
 NK0450
 NK0450.The geoid height was determined by GEOID03.
 NK0450
 NK0450.The dynamic height is computed by dividing the NAVD 88
 NK0450.geopotential number by the normal gravity value computed on the
 NK0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0450.degrees latitude (g = 980.6199 gals.).
 NK0450
 NK0450.The modeled gravity was interpolated from observed gravity values.
 NK0450
 NK0450;                    North         East    Units  Estimated Accuracy
 NK0450;SPC IA N     - 1,131,250.    1,465,240.      MT  (+/- 180 meters Scaled)
 NK0450
 NK0450                          SUPERSEDED SURVEY CONTROL
 NK0450
 NK0450  NGVD 29 (??/??/92)  339.167  (m)         1112.75   (f) ADJ UNCH    2 0
 NK0450
 NK0450.Superseded values are not recommended for survey control.
 NK0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0450.See file dsdata.txt to determine how the superseded data were derived.
 NK0450
 NK0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH242257(NAD 83)
 NK0450_MARKER: R = RIVET
 NK0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0450_SP_SET: CULVERT
 NK0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0450
 NK0450  HISTORY     - Date     Condition        Report By
 NK0450  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0450  HISTORY     - 1934     GOOD             NGS
 NK0450
 NK0450                          STATION DESCRIPTION
 NK0450
 NK0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0450'1.7 MI NW FROM EAGLE GROVE.
 NK0450'1.7 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0450'FROM THE STATION AT EAGLE GROVE, WRIGHT COUNTY, 0.1 MILE
 NK0450'SOUTHEAST OF MILEPOST 100, AT CULVERT 2502, IN THE EAST END
 NK0450'OF THE NORTH STONE HEADWALL, 13.3 FEET NORTHEAST OF THE NORTHEAST
 NK0450'RAIL, AND LOWER THAN THE TRACK.  A STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0449 ***********************************************************************
 NK0449  DESIGNATION -  RV 2505
 NK0449  PID         -  NK0449
 NK0449  STATE/COUNTY-  IA/WRIGHT
 NK0449  USGS QUAD   -  EAGLE GROVE (1978)
 NK0449
 NK0449                         *CURRENT SURVEY CONTROL
 NK0449  ___________________________________________________________________
 NK0449* NAD 83(1986)-  42 41 04.     (N)    093 56 14.     (W)     SCALED    
 NK0449* NAVD 88     -       336.597  (meters)    1104.32   (feet)  ADJUSTED  
 NK0449  ___________________________________________________________________
 NK0449  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 NK0449  DYNAMIC HT  -         336.502 (meters)    1104.01  (feet)  COMP
 NK0449  MODELED GRAV-     980,329.9   (mgal)                       NAVD 88
 NK0449
 NK0449  VERT ORDER  -  SECOND    CLASS 0
 NK0449
 NK0449.The horizontal coordinates were scaled from a topographic map and have
 NK0449.an estimated accuracy of +/- 6 seconds.
 NK0449
 NK0449.The orthometric height was determined by differential leveling
 NK0449.and adjusted by the National Geodetic Survey in June 1991..
 NK0449
 NK0449.The geoid height was determined by GEOID03.
 NK0449
 NK0449.The dynamic height is computed by dividing the NAVD 88
 NK0449.geopotential number by the normal gravity value computed on the
 NK0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0449.degrees latitude (g = 980.6199 gals.).
 NK0449
 NK0449.The modeled gravity was interpolated from observed gravity values.
 NK0449
 NK0449;                    North         East    Units  Estimated Accuracy
 NK0449;SPC IA N     - 1,131,660.    1,464,170.      MT  (+/- 180 meters Scaled)
 NK0449
 NK0449                          SUPERSEDED SURVEY CONTROL
 NK0449
 NK0449  NGVD 29 (??/??/92)  336.571  (m)         1104.23   (f) ADJ UNCH    2 0
 NK0449
 NK0449.Superseded values are not recommended for survey control.
 NK0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0449.See file dsdata.txt to determine how the superseded data were derived.
 NK0449
 NK0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH232262(NAD 83)
 NK0449_MARKER: R = RIVET
 NK0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0449_SP_SET: BRIDGE
 NK0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0449
 NK0449  HISTORY     - Date     Condition        Report By
 NK0449  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0449  HISTORY     - 1934     GOOD             NGS
 NK0449
 NK0449                          STATION DESCRIPTION
 NK0449
 NK0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0449'2.5 MI NW FROM EAGLE GROVE.
 NK0449'2.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0449'FROM THE STATION AT EAGLE GROVE, WRIGHT COUNTY, AT BRIDGE
 NK0449'2505, IN THE EAST END OF THE SOUTH CONCRETE WINGWALL, 12.8 FEET
 NK0449'EAST OF THE NORTH END OF THE ABUTMENT, 7.1 FEET NORTH OF THE
 NK0449'NORTH RAIL, AND LOWER THAN THE TRACK.  A STANDARD MONEL-METAL
 NK0449'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0447 ***********************************************************************
 NK0447  DESIGNATION -  RV 2508
 NK0447  PID         -  NK0447
 NK0447  STATE/COUNTY-  IA/WRIGHT
 NK0447  USGS QUAD   -  EAGLE GROVE (1978)
 NK0447
 NK0447                         *CURRENT SURVEY CONTROL
 NK0447  ___________________________________________________________________
 NK0447* NAD 83(1986)-  42 41 20.     (N)    093 57 34.     (W)     SCALED    
 NK0447* NAVD 88     -       345.229  (meters)    1132.64   (feet)  ADJUSTED  
 NK0447  ___________________________________________________________________
 NK0447  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 NK0447  DYNAMIC HT  -         345.128 (meters)    1132.31  (feet)  COMP
 NK0447  MODELED GRAV-     980,319.4   (mgal)                       NAVD 88
 NK0447
 NK0447  VERT ORDER  -  SECOND    CLASS 0
 NK0447
 NK0447.The horizontal coordinates were scaled from a topographic map and have
 NK0447.an estimated accuracy of +/- 6 seconds.
 NK0447
 NK0447.The orthometric height was determined by differential leveling
 NK0447.and adjusted by the National Geodetic Survey in June 1991..
 NK0447
 NK0447.The geoid height was determined by GEOID03.
 NK0447
 NK0447.The dynamic height is computed by dividing the NAVD 88
 NK0447.geopotential number by the normal gravity value computed on the
 NK0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0447.degrees latitude (g = 980.6199 gals.).
 NK0447
 NK0447.The modeled gravity was interpolated from observed gravity values.
 NK0447
 NK0447;                    North         East    Units  Estimated Accuracy
 NK0447;SPC IA N     - 1,132,160.    1,462,350.      MT  (+/- 180 meters Scaled)
 NK0447
 NK0447                          SUPERSEDED SURVEY CONTROL
 NK0447
 NK0447  NGVD 29 (??/??/92)  345.197  (m)         1132.53   (f) ADJ UNCH    2 0
 NK0447
 NK0447.Superseded values are not recommended for survey control.
 NK0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0447.See file dsdata.txt to determine how the superseded data were derived.
 NK0447
 NK0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH214267(NAD 83)
 NK0447_MARKER: R = RIVET
 NK0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0447_SP_SET: CULVERT
 NK0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0447
 NK0447  HISTORY     - Date     Condition        Report By
 NK0447  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0447  HISTORY     - 1934     GOOD             NGS
 NK0447
 NK0447                          STATION DESCRIPTION
 NK0447
 NK0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0447'3.5 MI NW FROM EAGLE GROVE.
 NK0447'3.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0447'FROM THE STATION AT EAGLE GROVE, WRIGHT COUNTY, 110 YARDS EAST
 NK0447'OF A COUNTY ROAD CROSSING, AT CULVERT 2508, IN THE EAST END
 NK0447'OF THE NORTH STONE HEADWALL, 14.3 FEET NORTH OF THE NORTH RAIL,
 NK0447'AND LOWER THAN THE TRACK.  A STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0446 ***********************************************************************
 NK0446  DESIGNATION -  RV 2509
 NK0446  PID         -  NK0446
 NK0446  STATE/COUNTY-  IA/WRIGHT
 NK0446  USGS QUAD   -  EAGLE GROVE (1978)
 NK0446
 NK0446                         *CURRENT SURVEY CONTROL
 NK0446  ___________________________________________________________________
 NK0446* NAD 83(1986)-  42 41 22.     (N)    093 58 18.     (W)     SCALED    
 NK0446* NAVD 88     -       345.560  (meters)    1133.72   (feet)  ADJUSTED  
 NK0446  ___________________________________________________________________
 NK0446  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 NK0446  DYNAMIC HT  -         345.458 (meters)    1133.39  (feet)  COMP
 NK0446  MODELED GRAV-     980,314.1   (mgal)                       NAVD 88
 NK0446
 NK0446  VERT ORDER  -  SECOND    CLASS 0
 NK0446
 NK0446.The horizontal coordinates were scaled from a topographic map and have
 NK0446.an estimated accuracy of +/- 6 seconds.
 NK0446
 NK0446.The orthometric height was determined by differential leveling
 NK0446.and adjusted by the National Geodetic Survey in June 1991..
 NK0446
 NK0446.The geoid height was determined by GEOID03.
 NK0446
 NK0446.The dynamic height is computed by dividing the NAVD 88
 NK0446.geopotential number by the normal gravity value computed on the
 NK0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0446.degrees latitude (g = 980.6199 gals.).
 NK0446
 NK0446.The modeled gravity was interpolated from observed gravity values.
 NK0446
 NK0446;                    North         East    Units  Estimated Accuracy
 NK0446;SPC IA N     - 1,132,230.    1,461,350.      MT  (+/- 180 meters Scaled)
 NK0446
 NK0446                          SUPERSEDED SURVEY CONTROL
 NK0446
 NK0446  NGVD 29 (??/??/92)  345.526  (m)         1133.61   (f) ADJ UNCH    2 0
 NK0446
 NK0446.Superseded values are not recommended for survey control.
 NK0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0446.See file dsdata.txt to determine how the superseded data were derived.
 NK0446
 NK0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH204267(NAD 83)
 NK0446_MARKER: R = RIVET
 NK0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0446_SP_SET: CULVERT
 NK0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0446
 NK0446  HISTORY     - Date     Condition        Report By
 NK0446  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0446  HISTORY     - 1934     GOOD             NGS
 NK0446
 NK0446                          STATION DESCRIPTION
 NK0446
 NK0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0446'4 MI W FROM EAGLE GROVE.
 NK0446'IN HUMBOLDT COUNTY, 4.0 MILES WEST ALONG THE CHICAGO AND NORTH
 NK0446'WESTERN RAILWAY FROM THE STATION AT EAGLE GROVE, WRIGHT COUNTY,
 NK0446'AT CULVERT 2509, IN THE EAST END OF NORTH CONCRETE HEADWALL,
 NK0446'8.6 FEET NORTH OF THE NORTH RAIL, AND LOWER THAN THE TRACK.
 NK0446'A STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0444 ***********************************************************************
 NK0444  DESIGNATION -  RV 2511
 NK0444  PID         -  NK0444
 NK0444  STATE/COUNTY-  IA/HUMBOLDT
 NK0444  USGS QUAD   -  EAGLE GROVE (1978)
 NK0444
 NK0444                         *CURRENT SURVEY CONTROL
 NK0444  ___________________________________________________________________
 NK0444* NAD 83(1986)-  42 41 23.     (N)    093 59 28.     (W)     SCALED    
 NK0444* NAVD 88     -       345.720  (meters)    1134.25   (feet)  ADJUSTED  
 NK0444  ___________________________________________________________________
 NK0444  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 NK0444  DYNAMIC HT  -         345.615 (meters)    1133.91  (feet)  COMP
 NK0444  MODELED GRAV-     980,306.6   (mgal)                       NAVD 88
 NK0444
 NK0444  VERT ORDER  -  SECOND    CLASS 0
 NK0444
 NK0444.The horizontal coordinates were scaled from a topographic map and have
 NK0444.an estimated accuracy of +/- 6 seconds.
 NK0444
 NK0444.The orthometric height was determined by differential leveling
 NK0444.and adjusted by the National Geodetic Survey in June 1991..
 NK0444
 NK0444.The geoid height was determined by GEOID03.
 NK0444
 NK0444.The dynamic height is computed by dividing the NAVD 88
 NK0444.geopotential number by the normal gravity value computed on the
 NK0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0444.degrees latitude (g = 980.6199 gals.).
 NK0444
 NK0444.The modeled gravity was interpolated from observed gravity values.
 NK0444
 NK0444;                    North         East    Units  Estimated Accuracy
 NK0444;SPC IA N     - 1,132,270.    1,459,760.      MT  (+/- 180 meters Scaled)
 NK0444
 NK0444                          SUPERSEDED SURVEY CONTROL
 NK0444
 NK0444  NGVD 29 (??/??/92)  345.683  (m)         1134.13   (f) ADJ UNCH    2 0
 NK0444
 NK0444.Superseded values are not recommended for survey control.
 NK0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0444.See file dsdata.txt to determine how the superseded data were derived.
 NK0444
 NK0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH188268(NAD 83)
 NK0444_MARKER: R = RIVET
 NK0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0444_SP_SET: CULVERT
 NK0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0444
 NK0444  HISTORY     - Date     Condition        Report By
 NK0444  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0444  HISTORY     - 1934     GOOD             NGS
 NK0444
 NK0444                          STATION DESCRIPTION
 NK0444
 NK0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0444'3.1 MI E FROM THOR.
 NK0444'3.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0444'THE STATION AT THOR, HUMBOLDT COUNTY, 31.5 FEET WEST OF A SECTION
 NK0444'ROAD CROSSING, AT CULVERT 2511, IN THE EAST END OF THE NORTH
 NK0444'STONE HEADWALL, AND 10.2 FEET NORTH OF THE NORTH RAIL.  A
 NK0444'STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0057 ***********************************************************************
 NL0057  DESIGNATION -  RV 2519
 NL0057  PID         -  NL0057
 NL0057  STATE/COUNTY-  IA/HUMBOLDT
 NL0057  USGS QUAD   -  THOR (1979)
 NL0057
 NL0057                         *CURRENT SURVEY CONTROL
 NL0057  ___________________________________________________________________
 NL0057* NAD 83(1986)-  42 41 30.     (N)    094 05 34.     (W)     SCALED    
 NL0057* NAVD 88     -       343.896  (meters)    1128.27   (feet)  ADJUSTED  
 NL0057  ___________________________________________________________________
 NL0057  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 NL0057  DYNAMIC HT  -         343.783 (meters)    1127.89  (feet)  COMP
 NL0057  MODELED GRAV-     980,282.9   (mgal)                       NAVD 88
 NL0057
 NL0057  VERT ORDER  -  SECOND    CLASS 0
 NL0057
 NL0057.The horizontal coordinates were scaled from a topographic map and have
 NL0057.an estimated accuracy of +/- 6 seconds.
 NL0057
 NL0057.The orthometric height was determined by differential leveling
 NL0057.and adjusted by the National Geodetic Survey in June 1991..
 NL0057
 NL0057.The geoid height was determined by GEOID03.
 NL0057
 NL0057.The dynamic height is computed by dividing the NAVD 88
 NL0057.geopotential number by the normal gravity value computed on the
 NL0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0057.degrees latitude (g = 980.6199 gals.).
 NL0057
 NL0057.The modeled gravity was interpolated from observed gravity values.
 NL0057
 NL0057;                    North         East    Units  Estimated Accuracy
 NL0057;SPC IA N     - 1,132,540.    1,451,430.      MT  (+/- 180 meters Scaled)
 NL0057
 NL0057                          SUPERSEDED SURVEY CONTROL
 NL0057
 NL0057  NGVD 29 (??/??/92)  343.846  (m)         1128.10   (f) ADJ UNCH    2 0
 NL0057
 NL0057.Superseded values are not recommended for survey control.
 NL0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0057.See file dsdata.txt to determine how the superseded data were derived.
 NL0057
 NL0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH104271(NAD 83)
 NL0057_MARKER: R = RIVET
 NL0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0057_SP_SET: CULVERT
 NL0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0057
 NL0057  HISTORY     - Date     Condition        Report By
 NL0057  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0057  HISTORY     - 1934     GOOD             NGS
 NL0057
 NL0057                          STATION DESCRIPTION
 NL0057
 NL0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0057'2.1 MI W FROM THOR.
 NL0057'2.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0057'THE STATION AT THOR, HUMBOLDT COUNTY, AT CULVERT 2519, IN THE
 NL0057'EAST END OF THE NORTH STONE HEAD WALL, AND 12.2 FEET NORTH OF
 NL0057'THE NORTH RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0054 ***********************************************************************
 NL0054  DESIGNATION -  RV 2524
 NL0054  PID         -  NL0054
 NL0054  STATE/COUNTY-  IA/HUMBOLDT
 NL0054  USGS QUAD   -  HUMBOLDT (1979)
 NL0054
 NL0054                         *CURRENT SURVEY CONTROL
 NL0054  ___________________________________________________________________
 NL0054* NAD 83(1986)-  42 41 32.     (N)    094 08 08.     (W)     SCALED    
 NL0054* NAVD 88     -       343.554  (meters)    1127.14   (feet)  ADJUSTED  
 NL0054  ___________________________________________________________________
 NL0054  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 NL0054  DYNAMIC HT  -         343.438 (meters)    1126.76  (feet)  COMP
 NL0054  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 NL0054
 NL0054  VERT ORDER  -  SECOND    CLASS 0
 NL0054
 NL0054.The horizontal coordinates were scaled from a topographic map and have
 NL0054.an estimated accuracy of +/- 6 seconds.
 NL0054
 NL0054.The orthometric height was determined by differential leveling
 NL0054.and adjusted by the National Geodetic Survey in June 1991..
 NL0054
 NL0054.The geoid height was determined by GEOID03.
 NL0054
 NL0054.The dynamic height is computed by dividing the NAVD 88
 NL0054.geopotential number by the normal gravity value computed on the
 NL0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0054.degrees latitude (g = 980.6199 gals.).
 NL0054
 NL0054.The modeled gravity was interpolated from observed gravity values.
 NL0054
 NL0054;                    North         East    Units  Estimated Accuracy
 NL0054;SPC IA N     - 1,132,620.    1,447,920.      MT  (+/- 180 meters Scaled)
 NL0054
 NL0054                          SUPERSEDED SURVEY CONTROL
 NL0054
 NL0054  NGVD 29 (??/??/92)  343.501  (m)         1126.97   (f) ADJ UNCH    2 0
 NL0054
 NL0054.Superseded values are not recommended for survey control.
 NL0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0054.See file dsdata.txt to determine how the superseded data were derived.
 NL0054
 NL0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH069272(NAD 83)
 NL0054_MARKER: R = RIVET
 NL0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0054_SP_SET: CULVERT
 NL0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0054
 NL0054  HISTORY     - Date     Condition        Report By
 NL0054  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0054  HISTORY     - 1934     GOOD             NGS
 NL0054
 NL0054                          STATION DESCRIPTION
 NL0054
 NL0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0054'4.3 MI W FROM THOR.
 NL0054'4.3 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0054'THE STATION AT THOR, HUMBOLDT COUNTY, AT CONCRETE CULVERT 2524,
 NL0054'IN THE EAST END OF THE SOUTH STONE HEAD WALL, AND 9.7 FEET SOUTH
 NL0054'OF THE SOUTH RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0052 ***********************************************************************
 NL0052  DESIGNATION -  RV 2526
 NL0052  PID         -  NL0052
 NL0052  STATE/COUNTY-  IA/HUMBOLDT
 NL0052  USGS QUAD   -  HUMBOLDT (1979)
 NL0052
 NL0052                         *CURRENT SURVEY CONTROL
 NL0052  ___________________________________________________________________
 NL0052* NAD 83(1986)-  42 41 35.     (N)    094 10 23.     (W)     SCALED    
 NL0052* NAVD 88     -       341.752  (meters)    1121.23   (feet)  ADJUSTED  
 NL0052  ___________________________________________________________________
 NL0052  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 NL0052  DYNAMIC HT  -         341.636 (meters)    1120.85  (feet)  COMP
 NL0052  MODELED GRAV-     980,270.5   (mgal)                       NAVD 88
 NL0052
 NL0052  VERT ORDER  -  SECOND    CLASS 0
 NL0052
 NL0052.The horizontal coordinates were scaled from a topographic map and have
 NL0052.an estimated accuracy of +/- 6 seconds.
 NL0052
 NL0052.The orthometric height was determined by differential leveling
 NL0052.and adjusted by the National Geodetic Survey in June 1991..
 NL0052
 NL0052.The geoid height was determined by GEOID03.
 NL0052
 NL0052.The dynamic height is computed by dividing the NAVD 88
 NL0052.geopotential number by the normal gravity value computed on the
 NL0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0052.degrees latitude (g = 980.6199 gals.).
 NL0052
 NL0052.The modeled gravity was interpolated from observed gravity values.
 NL0052
 NL0052;                    North         East    Units  Estimated Accuracy
 NL0052;SPC IA N     - 1,132,740.    1,444,850.      MT  (+/- 180 meters Scaled)
 NL0052
 NL0052                          SUPERSEDED SURVEY CONTROL
 NL0052
 NL0052  NGVD 29 (??/??/92)  341.697  (m)         1121.05   (f) ADJ UNCH    2 0
 NL0052
 NL0052.Superseded values are not recommended for survey control.
 NL0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0052.See file dsdata.txt to determine how the superseded data were derived.
 NL0052
 NL0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH039273(NAD 83)
 NL0052_MARKER: R = RIVET
 NL0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0052_SP_SET: CULVERT
 NL0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0052
 NL0052  HISTORY     - Date     Condition        Report By
 NL0052  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0052  HISTORY     - 1934     GOOD             NGS
 NL0052
 NL0052                          STATION DESCRIPTION
 NL0052
 NL0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0052'3 MI SE FROM DAKOTA CITY.
 NL0052'3.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0052'FROM THE STATION AT DAKOTA CITY, HUMBOLDT COUNTY, AT CULVERT
 NL0052'2526, IN THE WEST END OF THE SOUTH STONE HEAD WALL, 9.9 FEET
 NL0052'SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE TRACK.  A STANDARD
 NL0052'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0051 ***********************************************************************
 NL0051  DESIGNATION -  RV 2533
 NL0051  PID         -  NL0051
 NL0051  STATE/COUNTY-  IA/HUMBOLDT
 NL0051  USGS QUAD   -  HUMBOLDT (1979)
 NL0051
 NL0051                         *CURRENT SURVEY CONTROL
 NL0051  ___________________________________________________________________
 NL0051* NAD 83(1986)-  42 42 25.     (N)    094 11 04.     (W)     SCALED    
 NL0051* NAVD 88     -       331.563  (meters)    1087.80   (feet)  ADJUSTED  
 NL0051  ___________________________________________________________________
 NL0051  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 NL0051  DYNAMIC HT  -         331.449 (meters)    1087.43  (feet)  COMP
 NL0051  MODELED GRAV-     980,269.2   (mgal)                       NAVD 88
 NL0051
 NL0051  VERT ORDER  -  SECOND    CLASS 0
 NL0051
 NL0051.The horizontal coordinates were scaled from a topographic map and have
 NL0051.an estimated accuracy of +/- 6 seconds.
 NL0051
 NL0051.The orthometric height was determined by differential leveling
 NL0051.and adjusted by the National Geodetic Survey in June 1991..
 NL0051
 NL0051.The geoid height was determined by GEOID03.
 NL0051
 NL0051.The dynamic height is computed by dividing the NAVD 88
 NL0051.geopotential number by the normal gravity value computed on the
 NL0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0051.degrees latitude (g = 980.6199 gals.).
 NL0051
 NL0051.The modeled gravity was interpolated from observed gravity values.
 NL0051
 NL0051;                    North         East    Units  Estimated Accuracy
 NL0051;SPC IA N     - 1,134,290.    1,443,930.      MT  (+/- 180 meters Scaled)
 NL0051
 NL0051                          SUPERSEDED SURVEY CONTROL
 NL0051
 NL0051  NGVD 29 (??/??/92)  331.506  (m)         1087.62   (f) ADJ UNCH    2 0
 NL0051
 NL0051.Superseded values are not recommended for survey control.
 NL0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0051.See file dsdata.txt to determine how the superseded data were derived.
 NL0051
 NL0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH030289(NAD 83)
 NL0051_MARKER: R = RIVET
 NL0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0051_SP_SET: CULVERT
 NL0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0051
 NL0051  HISTORY     - Date     Condition        Report By
 NL0051  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0051  HISTORY     - 1934     GOOD             NGS
 NL0051
 NL0051                          STATION DESCRIPTION
 NL0051
 NL0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0051'1.5 MI SW FROM DAKOTA CITY.
 NL0051'1.5 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0051'FROM THE STATION AT DAKOTA CITY, HUMBOLDT COUNTY, ABOUT 40 YARDS
 NL0051'SOUTH OF MILEPOST 114, AT CULVERT 2533, IN THE NORTH END OF
 NL0051'THE WEST STONE HEAD WALL, AND 9.9 FEET WEST OF THE WEST RAIL.
 NL0051'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0049 ***********************************************************************
 NL0049  DESIGNATION -  RV 2540
 NL0049  PID         -  NL0049
 NL0049  STATE/COUNTY-  IA/HUMBOLDT
 NL0049  USGS QUAD   -  HUMBOLDT (1979)
 NL0049
 NL0049                         *CURRENT SURVEY CONTROL
 NL0049  ___________________________________________________________________
 NL0049* NAD 83(1986)-  42 43 23.     (N)    094 11 42.     (W)     SCALED    
 NL0049* NAVD 88     -       338.231  (meters)    1109.68   (feet)  ADJUSTED  
 NL0049  ___________________________________________________________________
 NL0049  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 NL0049  DYNAMIC HT  -         338.115 (meters)    1109.30  (feet)  COMP
 NL0049  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 NL0049
 NL0049  VERT ORDER  -  SECOND    CLASS 0
 NL0049
 NL0049.The horizontal coordinates were scaled from a topographic map and have
 NL0049.an estimated accuracy of +/- 6 seconds.
 NL0049
 NL0049.The orthometric height was determined by differential leveling
 NL0049.and adjusted by the National Geodetic Survey in June 1991..
 NL0049
 NL0049.The geoid height was determined by GEOID03.
 NL0049
 NL0049.The dynamic height is computed by dividing the NAVD 88
 NL0049.geopotential number by the normal gravity value computed on the
 NL0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0049.degrees latitude (g = 980.6199 gals.).
 NL0049
 NL0049.The modeled gravity was interpolated from observed gravity values.
 NL0049
 NL0049;                    North         East    Units  Estimated Accuracy
 NL0049;SPC IA N     - 1,136,090.    1,443,080.      MT  (+/- 180 meters Scaled)
 NL0049
 NL0049                          SUPERSEDED SURVEY CONTROL
 NL0049
 NL0049  NGVD 29 (??/??/92)  338.172  (m)         1109.49   (f) ADJ UNCH    2 0
 NL0049
 NL0049.Superseded values are not recommended for survey control.
 NL0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0049.See file dsdata.txt to determine how the superseded data were derived.
 NL0049
 NL0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH021307(NAD 83)
 NL0049_MARKER: R = RIVET
 NL0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0049_SP_SET: BRIDGE
 NL0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0049
 NL0049  HISTORY     - Date     Condition        Report By
 NL0049  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0049  HISTORY     - 1934     GOOD             NGS
 NL0049
 NL0049                          STATION DESCRIPTION
 NL0049
 NL0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0049'0.4 MI SE FROM DAKOTA CITY.
 NL0049'0.4 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0049'FROM THE STATION AT DAKOTA CITY, HUMBOLDT COUNTY, AT BRIDGE
 NL0049'2540, IN THE NORTH END OF THE WEST BACK WALL, 0.7 FOOT SOUTHWEST
 NL0049'OF THE NORTHEAST EDGE OF THE TOP COURSE OF THE WALL, AND 9.4 FEET
 NL0049'NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0047 ***********************************************************************
 NL0047  DESIGNATION -  RV 2543
 NL0047  PID         -  NL0047
 NL0047  STATE/COUNTY-  IA/HUMBOLDT
 NL0047  USGS QUAD   -  HUMBOLDT (1979)
 NL0047
 NL0047                         *CURRENT SURVEY CONTROL
 NL0047  ___________________________________________________________________
 NL0047* NAD 83(1986)-  42 43 51.     (N)    094 12 30.     (W)     SCALED    
 NL0047* NAVD 88     -       345.656  (meters)    1134.04   (feet)  ADJUSTED  
 NL0047  ___________________________________________________________________
 NL0047  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 NL0047  DYNAMIC HT  -         345.538 (meters)    1133.65  (feet)  COMP
 NL0047  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 NL0047
 NL0047  VERT ORDER  -  SECOND    CLASS 0
 NL0047
 NL0047.The horizontal coordinates were scaled from a topographic map and have
 NL0047.an estimated accuracy of +/- 6 seconds.
 NL0047
 NL0047.The orthometric height was determined by differential leveling
 NL0047.and adjusted by the National Geodetic Survey in June 1991..
 NL0047
 NL0047.The geoid height was determined by GEOID03.
 NL0047
 NL0047.The dynamic height is computed by dividing the NAVD 88
 NL0047.geopotential number by the normal gravity value computed on the
 NL0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0047.degrees latitude (g = 980.6199 gals.).
 NL0047
 NL0047.The modeled gravity was interpolated from observed gravity values.
 NL0047
 NL0047;                    North         East    Units  Estimated Accuracy
 NL0047;SPC IA N     - 1,136,960.    1,441,990.      MT  (+/- 180 meters Scaled)
 NL0047
 NL0047                          SUPERSEDED SURVEY CONTROL
 NL0047
 NL0047  NGVD 29 (??/??/92)  345.597  (m)         1133.85   (f) ADJ UNCH    2 0
 NL0047
 NL0047.Superseded values are not recommended for survey control.
 NL0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0047.See file dsdata.txt to determine how the superseded data were derived.
 NL0047
 NL0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH010316(NAD 83)
 NL0047_MARKER: R = RIVET
 NL0047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0047_SP_SET: BRIDGE
 NL0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0047
 NL0047  HISTORY     - Date     Condition        Report By
 NL0047  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0047  HISTORY     - 1934     GOOD             NGS
 NL0047  HISTORY     - 1974     MARK NOT FOUND   USGS
 NL0047
 NL0047                          STATION DESCRIPTION
 NL0047
 NL0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0047'0.4 MI NE FROM DAKOTA CITY.
 NL0047'0.4 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0047'FROM THE STATION AT DAKOTA CITY, HUMBOLDT COUNTY, AT BRIDGE
 NL0047'2543, IN THE NORTH END OF THE WEST CONCRETE ABUTMENT, 20 FEET
 NL0047'INSIDE OF THE NORTH GIRDER, 6.2 FEET SOUTHWEST OF THE CORNER
 NL0047'OF THE ABUTMENT AND THE WING WALL, AND 4.4 FEET NORTHEAST OF
 NL0047'THE NORTHEAST RAIL.  A STANDARD MONEL-METAL RIVET.
 NL0047
 NL0047                          STATION RECOVERY (1974)
 NL0047
 NL0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NL0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0045 ***********************************************************************
 NL0045  DESIGNATION -  RV 2545
 NL0045  PID         -  NL0045
 NL0045  STATE/COUNTY-  IA/HUMBOLDT
 NL0045  USGS QUAD   -  HUMBOLDT (1979)
 NL0045
 NL0045                         *CURRENT SURVEY CONTROL
 NL0045  ___________________________________________________________________
 NL0045* NAD 83(1986)-  42 44 28.     (N)    094 13 30.     (W)     SCALED    
 NL0045* NAVD 88     -       339.918  (meters)    1115.21   (feet)  ADJUSTED  
 NL0045  ___________________________________________________________________
 NL0045  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 NL0045  DYNAMIC HT  -         339.801 (meters)    1114.83  (feet)  COMP
 NL0045  MODELED GRAV-     980,269.2   (mgal)                       NAVD 88
 NL0045
 NL0045  VERT ORDER  -  SECOND    CLASS 0
 NL0045
 NL0045.The horizontal coordinates were scaled from a topographic map and have
 NL0045.an estimated accuracy of +/- 6 seconds.
 NL0045
 NL0045.The orthometric height was determined by differential leveling
 NL0045.and adjusted by the National Geodetic Survey in June 1991..
 NL0045
 NL0045.The geoid height was determined by GEOID03.
 NL0045
 NL0045.The dynamic height is computed by dividing the NAVD 88
 NL0045.geopotential number by the normal gravity value computed on the
 NL0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0045.degrees latitude (g = 980.6199 gals.).
 NL0045
 NL0045.The modeled gravity was interpolated from observed gravity values.
 NL0045
 NL0045;                    North         East    Units  Estimated Accuracy
 NL0045;SPC IA N     - 1,138,110.    1,440,640.      MT  (+/- 180 meters Scaled)
 NL0045
 NL0045                          SUPERSEDED SURVEY CONTROL
 NL0045
 NL0045  NGVD 29 (??/??/92)  339.858  (m)         1115.02   (f) ADJ UNCH    2 0
 NL0045
 NL0045.Superseded values are not recommended for survey control.
 NL0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0045.See file dsdata.txt to determine how the superseded data were derived.
 NL0045
 NL0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH997327(NAD 83)
 NL0045_MARKER: R = RIVET
 NL0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0045_SP_SET: CULVERT
 NL0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0045
 NL0045  HISTORY     - Date     Condition        Report By
 NL0045  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0045  HISTORY     - 1934     GOOD             NGS
 NL0045
 NL0045                          STATION DESCRIPTION
 NL0045
 NL0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0045'1.6 MI NW FROM DAKOTA CITY.
 NL0045'1.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0045'FROM THE STATION AT DAKOTA CITY, HUMBOLDT COUNTY, AT CULVERT 2545,
 NL0045'IN THE EAST END OF THE NORTH STONE HEAD WALL, 13.8 FEET NORTHEAST
 NL0045'OF THE NORTHEAST RAIL, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 NL0045'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0044 ***********************************************************************
 NL0044  DESIGNATION -  RV 2548
 NL0044  PID         -  NL0044
 NL0044  STATE/COUNTY-  IA/HUMBOLDT
 NL0044  USGS QUAD   -  HUMBOLDT (1979)
 NL0044
 NL0044                         *CURRENT SURVEY CONTROL
 NL0044  ___________________________________________________________________
 NL0044* NAD 83(1986)-  42 44 55.     (N)    094 14 34.     (W)     SCALED    
 NL0044* NAVD 88     -       342.094  (meters)    1122.35   (feet)  ADJUSTED  
 NL0044  ___________________________________________________________________
 NL0044  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 NL0044  DYNAMIC HT  -         341.977 (meters)    1121.97  (feet)  COMP
 NL0044  MODELED GRAV-     980,270.0   (mgal)                       NAVD 88
 NL0044
 NL0044  VERT ORDER  -  SECOND    CLASS 0
 NL0044
 NL0044.The horizontal coordinates were scaled from a topographic map and have
 NL0044.an estimated accuracy of +/- 6 seconds.
 NL0044
 NL0044.The orthometric height was determined by differential leveling
 NL0044.and adjusted by the National Geodetic Survey in June 1991..
 NL0044
 NL0044.The geoid height was determined by GEOID03.
 NL0044
 NL0044.The dynamic height is computed by dividing the NAVD 88
 NL0044.geopotential number by the normal gravity value computed on the
 NL0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0044.degrees latitude (g = 980.6199 gals.).
 NL0044
 NL0044.The modeled gravity was interpolated from observed gravity values.
 NL0044
 NL0044;                    North         East    Units  Estimated Accuracy
 NL0044;SPC IA N     - 1,138,960.    1,439,190.      MT  (+/- 180 meters Scaled)
 NL0044
 NL0044                          SUPERSEDED SURVEY CONTROL
 NL0044
 NL0044  NGVD 29 (??/??/92)  342.033  (m)         1122.15   (f) ADJ UNCH    2 0
 NL0044
 NL0044.Superseded values are not recommended for survey control.
 NL0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0044.See file dsdata.txt to determine how the superseded data were derived.
 NL0044
 NL0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH982336(NAD 83)
 NL0044_MARKER: R = RIVET
 NL0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0044_SP_SET: CULVERT
 NL0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0044
 NL0044  HISTORY     - Date     Condition        Report By
 NL0044  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0044  HISTORY     - 1934     GOOD             NGS
 NL0044
 NL0044                          STATION DESCRIPTION
 NL0044
 NL0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0044'2.8 M SE FROM RUTLAND.
 NL0044'2.8 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0044'FROM THE STATION AT RUTLAND, HUMBOLDT COUNTY, AT CULVERT 2548,
 NL0044'IN THE EAST END OF THE NORTH STONE HEAD WALL, AND 16.1 FEET
 NL0044'NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0043 ***********************************************************************
 NL0043  DESIGNATION -  RV 2551
 NL0043  PID         -  NL0043
 NL0043  STATE/COUNTY-  IA/HUMBOLDT
 NL0043  USGS QUAD   -  BODE (1980)
 NL0043
 NL0043                         *CURRENT SURVEY CONTROL
 NL0043  ___________________________________________________________________
 NL0043* NAD 83(1986)-  42 45 14.     (N)    094 15 20.     (W)     SCALED    
 NL0043* NAVD 88     -       343.957  (meters)    1128.47   (feet)  ADJUSTED  
 NL0043  ___________________________________________________________________
 NL0043  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 NL0043  DYNAMIC HT  -         343.839 (meters)    1128.08  (feet)  COMP
 NL0043  MODELED GRAV-     980,270.8   (mgal)                       NAVD 88
 NL0043
 NL0043  VERT ORDER  -  SECOND    CLASS 0
 NL0043
 NL0043.The horizontal coordinates were scaled from a topographic map and have
 NL0043.an estimated accuracy of +/- 6 seconds.
 NL0043
 NL0043.The orthometric height was determined by differential leveling
 NL0043.and adjusted by the National Geodetic Survey in June 1991..
 NL0043
 NL0043.The geoid height was determined by GEOID03.
 NL0043
 NL0043.The dynamic height is computed by dividing the NAVD 88
 NL0043.geopotential number by the normal gravity value computed on the
 NL0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0043.degrees latitude (g = 980.6199 gals.).
 NL0043
 NL0043.The modeled gravity was interpolated from observed gravity values.
 NL0043
 NL0043;                    North         East    Units  Estimated Accuracy
 NL0043;SPC IA N     - 1,139,550.    1,438,150.      MT  (+/- 180 meters Scaled)
 NL0043
 NL0043                          SUPERSEDED SURVEY CONTROL
 NL0043
 NL0043  NGVD 29 (??/??/92)  343.895  (m)         1128.26   (f) ADJ UNCH    2 0
 NL0043
 NL0043.Superseded values are not recommended for survey control.
 NL0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0043.See file dsdata.txt to determine how the superseded data were derived.
 NL0043
 NL0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH972342(NAD 83)
 NL0043_MARKER: R = RIVET
 NL0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0043_SP_SET: CULVERT
 NL0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0043
 NL0043  HISTORY     - Date     Condition        Report By
 NL0043  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0043  HISTORY     - 1934     GOOD             NGS
 NL0043
 NL0043                          STATION DESCRIPTION
 NL0043
 NL0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0043'2 MI SE FROM RUTLAND.
 NL0043'2.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0043'THE STATION AT RUTLAND, HUMBOLDT COUNTY, AT CULVERT 2551, IN THE
 NL0043'EAST END OF THE NORTH STONE HEAD WALL, 12.4 FEET NORTHEAST OF THE
 NL0043'NORTHEAST RAIL, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 NL0043'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0040 ***********************************************************************
 NL0040  DESIGNATION -  RV 2557
 NL0040  PID         -  NL0040
 NL0040  STATE/COUNTY-  IA/HUMBOLDT
 NL0040  USGS QUAD   -  BODE (1980)
 NL0040
 NL0040                         *CURRENT SURVEY CONTROL
 NL0040  ___________________________________________________________________
 NL0040* NAD 83(1986)-  42 45 39.     (N)    094 17 59.     (W)     SCALED    
 NL0040* NAVD 88     -       342.941  (meters)    1125.13   (feet)  ADJUSTED  
 NL0040  ___________________________________________________________________
 NL0040  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 NL0040  DYNAMIC HT  -         342.825 (meters)    1124.75  (feet)  COMP
 NL0040  MODELED GRAV-     980,273.9   (mgal)                       NAVD 88
 NL0040
 NL0040  VERT ORDER  -  SECOND    CLASS 0
 NL0040
 NL0040.The horizontal coordinates were scaled from a topographic map and have
 NL0040.an estimated accuracy of +/- 6 seconds.
 NL0040
 NL0040.The orthometric height was determined by differential leveling
 NL0040.and adjusted by the National Geodetic Survey in June 1991..
 NL0040
 NL0040.The geoid height was determined by GEOID03.
 NL0040
 NL0040.The dynamic height is computed by dividing the NAVD 88
 NL0040.geopotential number by the normal gravity value computed on the
 NL0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0040.degrees latitude (g = 980.6199 gals.).
 NL0040
 NL0040.The modeled gravity was interpolated from observed gravity values.
 NL0040
 NL0040;                    North         East    Units  Estimated Accuracy
 NL0040;SPC IA N     - 1,140,360.    1,434,540.      MT  (+/- 180 meters Scaled)
 NL0040
 NL0040                          SUPERSEDED SURVEY CONTROL
 NL0040
 NL0040  NGVD 29 (??/??/92)  342.877  (m)         1124.92   (f) ADJ UNCH    2 0
 NL0040
 NL0040.Superseded values are not recommended for survey control.
 NL0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0040.See file dsdata.txt to determine how the superseded data were derived.
 NL0040
 NL0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH936350(NAD 83)
 NL0040_MARKER: R = RIVET
 NL0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0040_SP_SET: CULVERT
 NL0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0040
 NL0040  HISTORY     - Date     Condition        Report By
 NL0040  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0040  HISTORY     - 1934     GOOD             NGS
 NL0040
 NL0040                          STATION DESCRIPTION
 NL0040
 NL0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0040'0.4 MI NW FROM RUTLAND.
 NL0040'0.4 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0040'FROM THE STATION AT RUTLAND, HUMBOLDT COUNTY, 34 YARDS NORTHWEST
 NL0040'OF THE CROSSING OF AN EAST-AND-WEST COUNTY ROAD, AT CULVERT 2557,
 NL0040'IN THE EAST END OF THE NORTH STOND HEAD WALL, AND 13.9 FEET NORTHEAST
 NL0040'OF THE NORTHEAST RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0037 ***********************************************************************
 NL0037  DESIGNATION -  RV 2565
 NL0037  PID         -  NL0037
 NL0037  STATE/COUNTY-  IA/HUMBOLDT
 NL0037  USGS QUAD   -  BRADGATE (1980)
 NL0037
 NL0037                         *CURRENT SURVEY CONTROL
 NL0037  ___________________________________________________________________
 NL0037* NAD 83(1986)-  42 47 27.     (N)    094 23 36.     (W)     SCALED    
 NL0037* NAVD 88     -       341.386  (meters)    1120.03   (feet)  ADJUSTED  
 NL0037  ___________________________________________________________________
 NL0037  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 NL0037  DYNAMIC HT  -         341.277 (meters)    1119.67  (feet)  COMP
 NL0037  MODELED GRAV-     980,292.4   (mgal)                       NAVD 88
 NL0037
 NL0037  VERT ORDER  -  SECOND    CLASS 0
 NL0037
 NL0037.The horizontal coordinates were scaled from a topographic map and have
 NL0037.an estimated accuracy of +/- 6 seconds.
 NL0037
 NL0037.The orthometric height was determined by differential leveling
 NL0037.and adjusted by the National Geodetic Survey in June 1991..
 NL0037
 NL0037.The geoid height was determined by GEOID03.
 NL0037
 NL0037.The dynamic height is computed by dividing the NAVD 88
 NL0037.geopotential number by the normal gravity value computed on the
 NL0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0037.degrees latitude (g = 980.6199 gals.).
 NL0037
 NL0037.The modeled gravity was interpolated from observed gravity values.
 NL0037
 NL0037;                    North         East    Units  Estimated Accuracy
 NL0037;SPC IA N     - 1,143,770.    1,426,920.      MT  (+/- 180 meters Scaled)
 NL0037
 NL0037                          SUPERSEDED SURVEY CONTROL
 NL0037
 NL0037  NGVD 29 (??/??/92)  341.324  (m)         1119.83   (f) ADJ UNCH    2 0
 NL0037
 NL0037.Superseded values are not recommended for survey control.
 NL0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0037.See file dsdata.txt to determine how the superseded data were derived.
 NL0037
 NL0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH860385(NAD 83)
 NL0037_MARKER: R = RIVET
 NL0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0037_SP_SET: BRIDGE WALL
 NL0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0037
 NL0037  HISTORY     - Date     Condition        Report By
 NL0037  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0037  HISTORY     - 1934     GOOD             NGS
 NL0037
 NL0037                          STATION DESCRIPTION
 NL0037
 NL0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0037'1.5 MI SE FROM BRADGATE.
 NL0037'1.5 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0037'FROM THE STATION AT BRADGATE, HUMBOLDT COUNTY, AT BRIDGE 2565,
 NL0037'IN THE NORTH END OF THE WEST CONCRETE BACK WALL, 12.4 FEET SOUTHWEST
 NL0037'OF THE END OF THE WALL, 7.7 FEET NORTHEAST OF THE NORTHEAST
 NL0037'RAIL, AND LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0033 ***********************************************************************
 NL0033  DESIGNATION -  RV 2570
 NL0033  PID         -  NL0033
 NL0033  STATE/COUNTY-  IA/POCAHONTAS
 NL0033  USGS QUAD   -  BRADGATE (1980)
 NL0033
 NL0033                         *CURRENT SURVEY CONTROL
 NL0033  ___________________________________________________________________
 NL0033* NAD 83(1986)-  42 48 23.     (N)    094 25 58.     (W)     SCALED    
 NL0033* NAVD 88     -       343.819  (meters)    1128.01   (feet)  ADJUSTED  
 NL0033  ___________________________________________________________________
 NL0033  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 NL0033  DYNAMIC HT  -         343.712 (meters)    1127.66  (feet)  COMP
 NL0033  MODELED GRAV-     980,299.7   (mgal)                       NAVD 88
 NL0033
 NL0033  VERT ORDER  -  SECOND    CLASS 0
 NL0033
 NL0033.The horizontal coordinates were scaled from a topographic map and have
 NL0033.an estimated accuracy of +/- 6 seconds.
 NL0033
 NL0033.The orthometric height was determined by differential leveling
 NL0033.and adjusted by the National Geodetic Survey in June 1991..
 NL0033
 NL0033.The geoid height was determined by GEOID03.
 NL0033
 NL0033.The dynamic height is computed by dividing the NAVD 88
 NL0033.geopotential number by the normal gravity value computed on the
 NL0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0033.degrees latitude (g = 980.6199 gals.).
 NL0033
 NL0033.The modeled gravity was interpolated from observed gravity values.
 NL0033
 NL0033;                    North         East    Units  Estimated Accuracy
 NL0033;SPC IA N     - 1,145,530.    1,423,710.      MT  (+/- 180 meters Scaled)
 NL0033
 NL0033                          SUPERSEDED SURVEY CONTROL
 NL0033
 NL0033  NGVD 29 (??/??/92)  343.757  (m)         1127.81   (f) ADJ UNCH    2 0
 NL0033
 NL0033.Superseded values are not recommended for survey control.
 NL0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0033.See file dsdata.txt to determine how the superseded data were derived.
 NL0033
 NL0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH828403(NAD 83)
 NL0033_MARKER: R = RIVET
 NL0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0033_SP_SET: BRIDGE
 NL0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0033
 NL0033  HISTORY     - Date     Condition        Report By
 NL0033  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0033  HISTORY     - 1934     GOOD             NGS
 NL0033
 NL0033                          STATION DESCRIPTION
 NL0033
 NL0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0033'0.8 MI W FROM BRADGATE.
 NL0033'IN POCAHONTAS COUNTY, ABOUT 0.8 MILES WEST ALONG THE CHICAGO AND
 NL0033'NORTH WESTERN RAILWAY FROM THE STATION AT BRADGATE, HUMBOLDT COUNTY,
 NL0033'ABOUT 0.2 MILES EAST OF MILEPOST 129, AT BRIDGE 2570, IN THE NORTH
 NL0033'END OF THE EAST CONCRETE BACK WALL, AND 7.1 FEET NORTH OF THE NORTH
 NL0033'RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0031 ***********************************************************************
 NL0031  DESIGNATION -  RV 2576
 NL0031  PID         -  NL0031
 NL0031  STATE/COUNTY-  IA/POCAHONTAS
 NL0031  USGS QUAD   -  BRADGATE (1980)
 NL0031
 NL0031                         *CURRENT SURVEY CONTROL
 NL0031  ___________________________________________________________________
 NL0031* NAD 83(1986)-  42 48 14.     (N)    094 27 59.     (W)     SCALED    
 NL0031* NAVD 88     -       346.514  (meters)    1136.85   (feet)  ADJUSTED  
 NL0031  ___________________________________________________________________
 NL0031  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 NL0031  DYNAMIC HT  -         346.406 (meters)    1136.50  (feet)  COMP
 NL0031  MODELED GRAV-     980,299.3   (mgal)                       NAVD 88
 NL0031
 NL0031  VERT ORDER  -  SECOND    CLASS 0
 NL0031
 NL0031.The horizontal coordinates were scaled from a topographic map and have
 NL0031.an estimated accuracy of +/- 6 seconds.
 NL0031
 NL0031.The orthometric height was determined by differential leveling
 NL0031.and adjusted by the National Geodetic Survey in June 1991..
 NL0031
 NL0031.The geoid height was determined by GEOID03.
 NL0031
 NL0031.The dynamic height is computed by dividing the NAVD 88
 NL0031.geopotential number by the normal gravity value computed on the
 NL0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0031.degrees latitude (g = 980.6199 gals.).
 NL0031
 NL0031.The modeled gravity was interpolated from observed gravity values.
 NL0031
 NL0031;                    North         East    Units  Estimated Accuracy
 NL0031;SPC IA N     - 1,145,280.    1,420,960.      MT  (+/- 180 meters Scaled)
 NL0031
 NL0031                          SUPERSEDED SURVEY CONTROL
 NL0031
 NL0031  NGVD 29 (??/??/92)  346.450  (m)         1136.64   (f) ADJ UNCH    2 0
 NL0031
 NL0031.Superseded values are not recommended for survey control.
 NL0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0031.See file dsdata.txt to determine how the superseded data were derived.
 NL0031
 NL0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH800400(NAD 83)
 NL0031_MARKER: R = RIVET
 NL0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0031_SP_SET: BRIDGE
 NL0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0031
 NL0031  HISTORY     - Date     Condition        Report By
 NL0031  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0031  HISTORY     - 1934     GOOD             NGS
 NL0031
 NL0031                          STATION DESCRIPTION
 NL0031
 NL0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0031'2.4 MI W FROM BRADGATE.
 NL0031'IN POCAHONTAS COUNTY, ABOUT 2.4 MILES WEST ALONG THE CHICAGO AND
 NL0031'NORTH WESTERN RAILWAY FROM THE STATION AT BRADGATE, HUMBOLDT
 NL0031'COUNTY, AT BRIDGE 2576, IN THE SOUTH END OF THE WEST CONCRETE
 NL0031'BACK WALL, AND 6.8 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD
 NL0031'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0224 ***********************************************************************
 NL0224  DESIGNATION -  RV 2590
 NL0224  PID         -  NL0224
 NL0224  STATE/COUNTY-  IA/POCAHONTAS
 NL0224  USGS QUAD   -  ROLFE (1980)
 NL0224
 NL0224                         *CURRENT SURVEY CONTROL
 NL0224  ___________________________________________________________________
 NL0224* NAD 83(1986)-  42 48 52.     (N)    094 33 28.     (W)     SCALED    
 NL0224* NAVD 88     -       363.463  (meters)    1192.46   (feet)  ADJUSTED  
 NL0224  ___________________________________________________________________
 NL0224  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 NL0224  DYNAMIC HT  -         363.350 (meters)    1192.09  (feet)  COMP
 NL0224  MODELED GRAV-     980,300.5   (mgal)                       NAVD 88
 NL0224
 NL0224  VERT ORDER  -  SECOND    CLASS 0
 NL0224
 NL0224.The horizontal coordinates were scaled from a topographic map and have
 NL0224.an estimated accuracy of +/- 6 seconds.
 NL0224
 NL0224.The orthometric height was determined by differential leveling
 NL0224.and adjusted by the National Geodetic Survey in June 1991..
 NL0224
 NL0224.The geoid height was determined by GEOID03.
 NL0224
 NL0224.The dynamic height is computed by dividing the NAVD 88
 NL0224.geopotential number by the normal gravity value computed on the
 NL0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0224.degrees latitude (g = 980.6199 gals.).
 NL0224
 NL0224.The modeled gravity was interpolated from observed gravity values.
 NL0224
 NL0224;                    North         East    Units  Estimated Accuracy
 NL0224;SPC IA N     - 1,146,550.    1,413,500.      MT  (+/- 180 meters Scaled)
 NL0224
 NL0224                          SUPERSEDED SURVEY CONTROL
 NL0224
 NL0224  NGVD 29 (??/??/92)  363.393  (m)         1192.23   (f) ADJ UNCH    2 0
 NL0224
 NL0224.Superseded values are not recommended for survey control.
 NL0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0224.See file dsdata.txt to determine how the superseded data were derived.
 NL0224
 NL0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH726413(NAD 83)
 NL0224_MARKER: R = RIVET
 NL0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0224_SP_SET: CULVERT
 NL0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0224
 NL0224  HISTORY     - Date     Condition        Report By
 NL0224  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0224  HISTORY     - 1934     GOOD             NGS
 NL0224
 NL0224                          STATION DESCRIPTION
 NL0224
 NL0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0224'1.6 MI W FROM ROLFE.
 NL0224'1.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0224'THE STATION AT ROLFE, 0.1 MILES EAST OF A SECTION-ROAD CROSSING,
 NL0224'AT CULVERT 2590, IN THE EAST END OF THE NORTH STONE HEADWALL,
 NL0224'AND 9.2 FEET NORTH OF THE NORTH RAIL.  A STANDARD MONEL-METAL
 NL0224'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0221 ***********************************************************************
 NL0221  DESIGNATION -  RV 2597
 NL0221  PID         -  NL0221
 NL0221  STATE/COUNTY-  IA/POCAHONTAS
 NL0221  USGS QUAD   -  HAVELOCK (1980)
 NL0221
 NL0221                         *CURRENT SURVEY CONTROL
 NL0221  ___________________________________________________________________
 NL0221* NAD 83(1986)-  42 49 27.     (N)    094 38 35.     (W)     SCALED    
 NL0221* NAVD 88     -       367.240  (meters)    1204.85   (feet)  ADJUSTED  
 NL0221  ___________________________________________________________________
 NL0221  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 NL0221  DYNAMIC HT  -         367.126 (meters)    1204.48  (feet)  COMP
 NL0221  MODELED GRAV-     980,299.4   (mgal)                       NAVD 88
 NL0221
 NL0221  VERT ORDER  -  SECOND    CLASS 0
 NL0221
 NL0221.The horizontal coordinates were scaled from a topographic map and have
 NL0221.an estimated accuracy of +/- 6 seconds.
 NL0221
 NL0221.The orthometric height was determined by differential leveling
 NL0221.and adjusted by the National Geodetic Survey in June 1991..
 NL0221
 NL0221.The geoid height was determined by GEOID03.
 NL0221
 NL0221.The dynamic height is computed by dividing the NAVD 88
 NL0221.geopotential number by the normal gravity value computed on the
 NL0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0221.degrees latitude (g = 980.6199 gals.).
 NL0221
 NL0221.The modeled gravity was interpolated from observed gravity values.
 NL0221
 NL0221;                    North         East    Units  Estimated Accuracy
 NL0221;SPC IA N     - 1,147,720.    1,406,540.      MT  (+/- 180 meters Scaled)
 NL0221
 NL0221                          SUPERSEDED SURVEY CONTROL
 NL0221
 NL0221  NGVD 29 (??/??/92)  367.166  (m)         1204.61   (f) ADJ UNCH    2 0
 NL0221
 NL0221.Superseded values are not recommended for survey control.
 NL0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0221.See file dsdata.txt to determine how the superseded data were derived.
 NL0221
 NL0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH656425(NAD 83)
 NL0221_MARKER: R = RIVET
 NL0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0221_SP_SET: CULVERT
 NL0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0221
 NL0221  HISTORY     - Date     Condition        Report By
 NL0221  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0221  HISTORY     - 1934     GOOD             NGS
 NL0221
 NL0221                          STATION DESCRIPTION
 NL0221
 NL0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0221'2.9 MI E FROM HAVELOCK.
 NL0221'2.9 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0221'FROM THE STATION AT HAVELOCK, 0.2 MILE WEST OF A SECTION-ROAD
 NL0221'CROSSING, AT CULVERT 2597, IN THE EAST END OF THE SOUTH STONE
 NL0221'HEADWALL, AND 9.9 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD
 NL0221'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0181 ***********************************************************************
 NM0181  DESIGNATION -  RV 26
 NM0181  PID         -  NM0181
 NM0181  STATE/COUNTY-  IA/WOODBURY
 NM0181  USGS QUAD   -  MOVILLE (1964)
 NM0181
 NM0181                         *CURRENT SURVEY CONTROL
 NM0181  ___________________________________________________________________
 NM0181* NAD 83(1986)-  42 28 59.     (N)    096 05 02.     (W)     SCALED    
 NM0181* NAVD 88     -       349.741  (meters)    1147.44   (feet)  ADJUSTED  
 NM0181  ___________________________________________________________________
 NM0181  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 NM0181  DYNAMIC HT  -         349.628 (meters)    1147.07  (feet)  COMP
 NM0181  MODELED GRAV-     980,288.9   (mgal)                       NAVD 88
 NM0181
 NM0181  VERT ORDER  -  FIRST     CLASS II
 NM0181
 NM0181.The horizontal coordinates were scaled from a topographic map and have
 NM0181.an estimated accuracy of +/- 6 seconds.
 NM0181
 NM0181.The orthometric height was determined by differential leveling
 NM0181.and adjusted by the National Geodetic Survey in June 1991..
 NM0181
 NM0181.The geoid height was determined by GEOID03.
 NM0181
 NM0181.The dynamic height is computed by dividing the NAVD 88
 NM0181.geopotential number by the normal gravity value computed on the
 NM0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0181.degrees latitude (g = 980.6199 gals.).
 NM0181
 NM0181.The modeled gravity was interpolated from observed gravity values.
 NM0181
 NM0181;                    North         East    Units  Estimated Accuracy
 NM0181;SPC IA N     - 1,112,440.    1,287,590.      MT  (+/- 180 meters Scaled)
 NM0181
 NM0181                          SUPERSEDED SURVEY CONTROL
 NM0181
 NM0181  NGVD 29 (??/??/92)  349.588  (m)         1146.94   (f) ADJ UNCH    1 2
 NM0181
 NM0181.Superseded values are not recommended for survey control.
 NM0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0181.See file dsdata.txt to determine how the superseded data were derived.
 NM0181
 NM0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN396075(NAD 83)
 NM0181_MARKER: R = RIVET
 NM0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0181_SP_SET: WALL
 NM0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0181
 NM0181  HISTORY     - Date     Condition        Report By
 NM0181  HISTORY     - UNK      MONUMENTED       CNWRR
 NM0181  HISTORY     - 1934     GOOD             NGS
 NM0181  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0181
 NM0181                          STATION DESCRIPTION
 NM0181
 NM0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NM0181'AT MOVILLE.
 NM0181'AT THE WEST PART OF MOVILLE, WOODBURY COUNTY, ON THE CHICAGO
 NM0181'AND NORTH WESTERN RAILWAY, 0.7 MILE SOUTHWEST OF MILEPOST 80, AT
 NM0181'BRIDGE 1688, AND IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 NM0181'BACK WALL.  A STANDARD MONEL-METAL RIVET.
 NM0181
 NM0181                          STATION RECOVERY (1966)
 NM0181
 NM0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0218 ***********************************************************************
 NL0218  DESIGNATION -  RV 2604
 NL0218  PID         -  NL0218
 NL0218  STATE/COUNTY-  IA/POCAHONTAS
 NL0218  USGS QUAD   -  HAVELOCK (1980)
 NL0218
 NL0218                         *CURRENT SURVEY CONTROL
 NL0218  ___________________________________________________________________
 NL0218* NAD 83(1986)-  42 50 01.     (N)    094 43 20.     (W)     SCALED    
 NL0218* NAVD 88     -       380.950  (meters)    1249.83   (feet)  ADJUSTED  
 NL0218  ___________________________________________________________________
 NL0218  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 NL0218  DYNAMIC HT  -         380.830 (meters)    1249.44  (feet)  COMP
 NL0218  MODELED GRAV-     980,294.2   (mgal)                       NAVD 88
 NL0218
 NL0218  VERT ORDER  -  SECOND    CLASS 0
 NL0218
 NL0218.The horizontal coordinates were scaled from a topographic map and have
 NL0218.an estimated accuracy of +/- 6 seconds.
 NL0218
 NL0218.The orthometric height was determined by differential leveling
 NL0218.and adjusted by the National Geodetic Survey in June 1991..
 NL0218
 NL0218.The geoid height was determined by GEOID03.
 NL0218
 NL0218.The dynamic height is computed by dividing the NAVD 88
 NL0218.geopotential number by the normal gravity value computed on the
 NL0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0218.degrees latitude (g = 980.6199 gals.).
 NL0218
 NL0218.The modeled gravity was interpolated from observed gravity values.
 NL0218
 NL0218;                    North         East    Units  Estimated Accuracy
 NL0218;SPC IA N     - 1,148,860.    1,400,080.      MT  (+/- 180 meters Scaled)
 NL0218
 NL0218                          SUPERSEDED SURVEY CONTROL
 NL0218
 NL0218  NGVD 29 (??/??/92)  380.869  (m)         1249.57   (f) ADJ UNCH    2 0
 NL0218
 NL0218.Superseded values are not recommended for survey control.
 NL0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0218.See file dsdata.txt to determine how the superseded data were derived.
 NL0218
 NL0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH592437(NAD 83)
 NL0218_MARKER: R = RIVET
 NL0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0218_SP_SET: CULVERT
 NL0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0218
 NL0218  HISTORY     - Date     Condition        Report By
 NL0218  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0218  HISTORY     - 1934     GOOD             NGS
 NL0218
 NL0218                          STATION DESCRIPTION
 NL0218
 NL0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0218'1 MI W FROM HAVELOCK.
 NL0218'1.0 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0218'THE STATION AT HAVELOCK, 340 YARDS EAST OF MILEPOST 144, 110
 NL0218'YARDS WEST OF A STATION ONE MILE SIGN, AT CULVERT 2604, IN
 NL0218'THE EAST END OF THE NORTH STONE HEADWALL, AND 14.1 FEET NORTH
 NL0218'OF THE NORTH RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0216 ***********************************************************************
 NL0216  DESIGNATION -  RV 2607
 NL0216  PID         -  NL0216
 NL0216  STATE/COUNTY-  IA/POCAHONTAS
 NL0216  USGS QUAD   -  LAURENS (1971)
 NL0216
 NL0216                         *CURRENT SURVEY CONTROL
 NL0216  ___________________________________________________________________
 NL0216* NAD 83(1986)-  42 50 18.     (N)    094 45 47.     (W)     SCALED    
 NL0216* NAVD 88     -       389.343  (meters)    1277.37   (feet)  ADJUSTED  
 NL0216  ___________________________________________________________________
 NL0216  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 NL0216  DYNAMIC HT  -         389.219 (meters)    1276.96  (feet)  COMP
 NL0216  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 NL0216
 NL0216  VERT ORDER  -  SECOND    CLASS 0
 NL0216
 NL0216.The horizontal coordinates were scaled from a topographic map and have
 NL0216.an estimated accuracy of +/- 6 seconds.
 NL0216
 NL0216.The orthometric height was determined by differential leveling
 NL0216.and adjusted by the National Geodetic Survey in June 1991..
 NL0216
 NL0216.The geoid height was determined by GEOID03.
 NL0216
 NL0216.The dynamic height is computed by dividing the NAVD 88
 NL0216.geopotential number by the normal gravity value computed on the
 NL0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0216.degrees latitude (g = 980.6199 gals.).
 NL0216
 NL0216.The modeled gravity was interpolated from observed gravity values.
 NL0216
 NL0216;                    North         East    Units  Estimated Accuracy
 NL0216;SPC IA N     - 1,149,430.    1,396,750.      MT  (+/- 180 meters Scaled)
 NL0216
 NL0216                          SUPERSEDED SURVEY CONTROL
 NL0216
 NL0216  NGVD 29 (??/??/92)  389.257  (m)         1277.09   (f) ADJ UNCH    2 0
 NL0216
 NL0216.Superseded values are not recommended for survey control.
 NL0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0216.See file dsdata.txt to determine how the superseded data were derived.
 NL0216
 NL0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH559443(NAD 83)
 NL0216_MARKER: R = RIVET
 NL0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0216_SP_SET: CULVERT
 NL0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0216
 NL0216  HISTORY     - Date     Condition        Report By
 NL0216  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0216  HISTORY     - 1934     GOOD             NGS
 NL0216
 NL0216                          STATION DESCRIPTION
 NL0216
 NL0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0216'3 MI W FROM HAVELOCK.
 NL0216'3.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0216'FROM THE STATION AT HAVELOCK, 260 YARDS EAST OF MILEPOST 146,
 NL0216'AT CULVERT 2607, IN THE EAST END OF THE NORTH STONE HEADWALL,
 NL0216'14.3 FEET NORTH OF THE NORTH RAIL, AND LOWER THAN THE TRACK.
 NL0216'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0213 ***********************************************************************
 NL0213  DESIGNATION -  RV 2615
 NL0213  PID         -  NL0213
 NL0213  STATE/COUNTY-  IA/POCAHONTAS
 NL0213  USGS QUAD   -  LAURENS (1971)
 NL0213
 NL0213                         *CURRENT SURVEY CONTROL
 NL0213  ___________________________________________________________________
 NL0213* NAD 83(1986)-  42 50 46.     (N)    094 49 49.     (W)     SCALED    
 NL0213* NAVD 88     -       392.455  (meters)    1287.58   (feet)  ADJUSTED  
 NL0213  ___________________________________________________________________
 NL0213  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 NL0213  DYNAMIC HT  -         392.328 (meters)    1287.16  (feet)  COMP
 NL0213  MODELED GRAV-     980,286.1   (mgal)                       NAVD 88
 NL0213
 NL0213  VERT ORDER  -  SECOND    CLASS 0
 NL0213
 NL0213.The horizontal coordinates were scaled from a topographic map and have
 NL0213.an estimated accuracy of +/- 6 seconds.
 NL0213
 NL0213.The orthometric height was determined by differential leveling
 NL0213.and adjusted by the National Geodetic Survey in June 1991..
 NL0213
 NL0213.The geoid height was determined by GEOID03.
 NL0213
 NL0213.The dynamic height is computed by dividing the NAVD 88
 NL0213.geopotential number by the normal gravity value computed on the
 NL0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0213.degrees latitude (g = 980.6199 gals.).
 NL0213
 NL0213.The modeled gravity was interpolated from observed gravity values.
 NL0213
 NL0213;                    North         East    Units  Estimated Accuracy
 NL0213;SPC IA N     - 1,150,380.    1,391,270.      MT  (+/- 180 meters Scaled)
 NL0213
 NL0213                          SUPERSEDED SURVEY CONTROL
 NL0213
 NL0213  NGVD 29 (??/??/92)  392.363  (m)         1287.28   (f) ADJ UNCH    2 0
 NL0213
 NL0213.Superseded values are not recommended for survey control.
 NL0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0213.See file dsdata.txt to determine how the superseded data were derived.
 NL0213
 NL0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH504453(NAD 83)
 NL0213_MARKER: R = RIVET
 NL0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0213_SP_SET: CULVERT
 NL0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0213
 NL0213  HISTORY     - Date     Condition        Report By
 NL0213  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0213  HISTORY     - 1934     GOOD             NGS
 NL0213
 NL0213                          STATION DESCRIPTION
 NL0213
 NL0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0213'1.1 MI E FROM LAURENS.
 NL0213'1.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0213'FROM THE STATION AT LAURENS, 87 YARDS EAST OF A STATION ONE
 NL0213'MILE SIGN, AT CULVERT 2615, IN THE EAST END OF THE NORTH STONE
 NL0213'HEADWALL, AND 13.3 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 NL0213'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0205 ***********************************************************************
 NL0205  DESIGNATION -  RV 2630 1/2
 NL0205  PID         -  NL0205
 NL0205  STATE/COUNTY-  IA/BUENA VISTA
 NL0205  USGS QUAD   -  ALBERT CITY (1971)
 NL0205
 NL0205                         *CURRENT SURVEY CONTROL
 NL0205  ___________________________________________________________________
 NL0205* NAD 83(1986)-  42 51 39.     (N)    094 57 35.     (W)     SCALED    
 NL0205* NAVD 88     -       417.088  (meters)    1368.40   (feet)  ADJUSTED  
 NL0205  ___________________________________________________________________
 NL0205  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 NL0205  DYNAMIC HT  -         416.951 (meters)    1367.95  (feet)  COMP
 NL0205  MODELED GRAV-     980,280.0   (mgal)                       NAVD 88
 NL0205
 NL0205  VERT ORDER  -  SECOND    CLASS 0
 NL0205
 NL0205.The horizontal coordinates were scaled from a topographic map and have
 NL0205.an estimated accuracy of +/- 6 seconds.
 NL0205
 NL0205.The orthometric height was determined by differential leveling
 NL0205.and adjusted by the National Geodetic Survey in June 1991..
 NL0205
 NL0205.The geoid height was determined by GEOID03.
 NL0205
 NL0205.The dynamic height is computed by dividing the NAVD 88
 NL0205.geopotential number by the normal gravity value computed on the
 NL0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0205.degrees latitude (g = 980.6199 gals.).
 NL0205
 NL0205.The modeled gravity was interpolated from observed gravity values.
 NL0205
 NL0205;                    North         East    Units  Estimated Accuracy
 NL0205;SPC IA N     - 1,152,190.    1,380,720.      MT  (+/- 180 meters Scaled)
 NL0205
 NL0205                          SUPERSEDED SURVEY CONTROL
 NL0205
 NL0205  NGVD 29 (??/??/92)  416.982  (m)         1368.05   (f) ADJ UNCH    2 0
 NL0205
 NL0205.Superseded values are not recommended for survey control.
 NL0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0205.See file dsdata.txt to determine how the superseded data were derived.
 NL0205
 NL0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH399472(NAD 83)
 NL0205_MARKER: R = RIVET
 NL0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0205_SP_SET: CULVERT
 NL0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0205
 NL0205  HISTORY     - Date     Condition        Report By
 NL0205  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0205  HISTORY     - 1934     GOOD             NGS
 NL0205
 NL0205                          STATION DESCRIPTION
 NL0205
 NL0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0205'1.2 MI E FROM MARATHON.
 NL0205'1.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0205'FROM THE STATION AT MARATHON, BUENA VISTA COUNTY, ABOUT 100
 NL0205'YARDS EAST OF MILEPOST 156, 25 YARDS EAST OF A CROSSING 1 MILE
 NL0205'SIGN, AT CULVERT 2630-1/2, IN THE EAST END OF THE NORTH CONCRETE
 NL0205'HEADWALL, AND 12.8 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 NL0205'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0189 ***********************************************************************
 NM0189  DESIGNATION -  RV 29
 NM0189  PID         -  NM0189
 NM0189  STATE/COUNTY-  IA/WOODBURY
 NM0189  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM0189
 NM0189                         *CURRENT SURVEY CONTROL
 NM0189  ___________________________________________________________________
 NM0189* NAD 83(1986)-  42 23 51.     (N)    096 18 20.     (W)     SCALED    
 NM0189* NAVD 88     -       331.953  (meters)    1089.08   (feet)  ADJUSTED  
 NM0189  ___________________________________________________________________
 NM0189  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 NM0189  DYNAMIC HT  -         331.845 (meters)    1088.73  (feet)  COMP
 NM0189  MODELED GRAV-     980,287.0   (mgal)                       NAVD 88
 NM0189
 NM0189  VERT ORDER  -  FIRST     CLASS II
 NM0189
 NM0189.The horizontal coordinates were scaled from a topographic map and have
 NM0189.an estimated accuracy of +/- 6 seconds.
 NM0189
 NM0189.The orthometric height was determined by differential leveling
 NM0189.and adjusted by the National Geodetic Survey in June 1991..
 NM0189.WARNING-Repeat measurements at this control monument indicate possible
 NM0189.vertical movement.
 NM0189
 NM0189.The geoid height was determined by GEOID03.
 NM0189
 NM0189.The dynamic height is computed by dividing the NAVD 88
 NM0189.geopotential number by the normal gravity value computed on the
 NM0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0189.degrees latitude (g = 980.6199 gals.).
 NM0189
 NM0189.The modeled gravity was interpolated from observed gravity values.
 NM0189
 NM0189;                    North         East    Units  Estimated Accuracy
 NM0189;SPC IA N     - 1,103,520.    1,269,060.      MT  (+/- 180 meters Scaled)
 NM0189
 NM0189                          SUPERSEDED SURVEY CONTROL
 NM0189
 NM0189  NGVD 29 (??/??/92)  331.786  (m)         1088.53   (f) ADJ UNCH    1 2
 NM0189
 NM0189.Superseded values are not recommended for survey control.
 NM0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0189.See file dsdata.txt to determine how the superseded data were derived.
 NM0189
 NM0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM217974(NAD 83)
 NM0189_MARKER: R = RIVET
 NM0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0189_SP_SET: CONCRETE BASE
 NM0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0189
 NM0189  HISTORY     - Date     Condition        Report By
 NM0189  HISTORY     - UNK      MONUMENTED       CNWRR
 NM0189  HISTORY     - 1966     GOOD             NGS
 NM0189
 NM0189                          STATION DESCRIPTION
 NM0189
 NM0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NM0189'2.6 MI E FROM SERGEANT BLUFF.
 NM0189'TO REACH FROM THE POST OFFICE IN SERGEANT BLUFF, GO WEST ON 4TH
 NM0189'STREET FOR 150 FEET TO D STREET, TURN LEFT ON D STREET AND GO
 NM0189'SOUTH FOR 0.25 MILE TO 4 STOP LIGHTS, ONE ON EACH CORNER, TURN
 NM0189'LEFT ON THE PAVED ROAD AND GO EAST FOR 2.75 MILES TO A
 NM0189'CROSSROAD, TURN RIGHT ON THE GRAVELED ROAD AND GO 0.25 TO THE
 NM0189'OLD RAILROAD GRADE AND ETT FROM HERE PACK WEST FOR 0.2 MILE TO
 NM0189'THE OLD SIGNAL AND MONEL-METAL RIVET IN THE CONCRETE BASE.
 NM0189'IT IS 250 FEET EAST-NORTHEAST OF A DOUBLE POWER POLE, 28.2 FEET
 NM0189'WEST OF A 9-INCH DOUBLE ELM TREE AND 0.8 OF A FOOT SOUTH OF
 NM0189'A STEEL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0112 ***********************************************************************
 NL0112  DESIGNATION -  RV 3
 NL0112  PID         -  NL0112
 NL0112  STATE/COUNTY-  IA/GREENE
 NL0112  USGS QUAD   -  GRAND JUNCTION (1982)
 NL0112
 NL0112                         *CURRENT SURVEY CONTROL
 NL0112  ___________________________________________________________________
 NL0112* NAD 83(1986)-  42 02 02.     (N)    094 12 06.     (W)     SCALED    
 NL0112* NAVD 88     -       313.907  (meters)    1029.88   (feet)  ADJUSTED  
 NL0112  ___________________________________________________________________
 NL0112  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 NL0112  DYNAMIC HT  -         313.819 (meters)    1029.59  (feet)  COMP
 NL0112  MODELED GRAV-     980,332.5   (mgal)                       NAVD 88
 NL0112
 NL0112  VERT ORDER  -  SECOND    CLASS 0
 NL0112
 NL0112.The horizontal coordinates were scaled from a topographic map and have
 NL0112.an estimated accuracy of +/- 6 seconds.
 NL0112
 NL0112.The orthometric height was determined by differential leveling
 NL0112.and adjusted by the National Geodetic Survey in June 1991..
 NL0112
 NL0112.The geoid height was determined by GEOID03.
 NL0112
 NL0112.The dynamic height is computed by dividing the NAVD 88
 NL0112.geopotential number by the normal gravity value computed on the
 NL0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0112.degrees latitude (g = 980.6199 gals.).
 NL0112
 NL0112.The modeled gravity was interpolated from observed gravity values.
 NL0112
 NL0112;                    North         East    Units  Estimated Accuracy
 NL0112;SPC IA N     - 1,059,540.    1,441,900.      MT  (+/- 180 meters Scaled)
 NL0112
 NL0112                          SUPERSEDED SURVEY CONTROL
 NL0112
 NL0112  NGVD 29 (??/??/92)  313.891  (m)         1029.82   (f) ADJ UNCH    2 0
 NL0112
 NL0112.Superseded values are not recommended for survey control.
 NL0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0112.See file dsdata.txt to determine how the superseded data were derived.
 NL0112
 NL0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG005542(NAD 83)
 NL0112_MARKER: R = RIVET
 NL0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0112_SP_SET: BRIDGE
 NL0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0112
 NL0112  HISTORY     - Date     Condition        Report By
 NL0112  HISTORY     - UNK      MONUMENTED       CGS
 NL0112  HISTORY     - 1935     GOOD             NGS
 NL0112
 NL0112                          STATION DESCRIPTION
 NL0112
 NL0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NL0112'1.9 MI E FROM GRAND JUNCTION.
 NL0112'1.9 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0112'THE CROSSING OF THE MINNEAPOLIS AND ST. LOUIS RAILWAY AT GRAND
 NL0112'JUNCTION, GREENE COUNTY, AT BRIDGE 718, AND IN THE TOP OF THE
 NL0112'EAST END OF THE NORTH HEADWALL.  A STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0291 ***********************************************************************
 NL0291  DESIGNATION -  RV 3
 NL0291  PID         -  NL0291
 NL0291  STATE/COUNTY-  IA/SAC
 NL0291  USGS QUAD   -  LAKE VIEW (1980)
 NL0291
 NL0291                         *CURRENT SURVEY CONTROL
 NL0291  ___________________________________________________________________
 NL0291* NAD 83(1986)-  42 16 11.     (N)    095 05 28.     (W)     SCALED    
 NL0291* NAVD 88     -       376.052  (meters)    1233.76   (feet)  ADJUSTED  
 NL0291  ___________________________________________________________________
 NL0291  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 NL0291  DYNAMIC HT  -         375.905 (meters)    1233.28  (feet)  COMP
 NL0291  MODELED GRAV-     980,219.9   (mgal)                       NAVD 88
 NL0291
 NL0291  VERT ORDER  -  SECOND    CLASS 0
 NL0291
 NL0291.The horizontal coordinates were scaled from a topographic map and have
 NL0291.an estimated accuracy of +/- 6 seconds.
 NL0291
 NL0291.The orthometric height was determined by differential leveling
 NL0291.and adjusted by the National Geodetic Survey in June 1991..
 NL0291
 NL0291.The geoid height was determined by GEOID03.
 NL0291
 NL0291.The dynamic height is computed by dividing the NAVD 88
 NL0291.geopotential number by the normal gravity value computed on the
 NL0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0291.degrees latitude (g = 980.6199 gals.).
 NL0291
 NL0291.The modeled gravity was interpolated from observed gravity values.
 NL0291
 NL0291;                    North         East    Units  Estimated Accuracy
 NL0291;SPC IA N     - 1,086,730.    1,368,750.      MT  (+/- 180 meters Scaled)
 NL0291
 NL0291                          SUPERSEDED SURVEY CONTROL
 NL0291
 NL0291  NGVD 29 (??/??/92)  375.940  (m)         1233.40   (f) ADJ UNCH    2 0
 NL0291
 NL0291.Superseded values are not recommended for survey control.
 NL0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0291.See file dsdata.txt to determine how the superseded data were derived.
 NL0291
 NL0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG275818(NAD 83)
 NL0291_MARKER: R = RIVET
 NL0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0291_SP_SET: CULVERT
 NL0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0291
 NL0291  HISTORY     - Date     Condition        Report By
 NL0291  HISTORY     - UNK      MONUMENTED       CGS
 NL0291  HISTORY     - 1943     GOOD             NGS
 NL0291
 NL0291                          STATION DESCRIPTION
 NL0291
 NL0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0291'AT WALL LAKE.
 NL0291'AT WALL LAKE, SAC COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NL0291'RAILWAY, 125 YARDS WEST OF THE STATION, AT CULVERT 1211, AND
 NL0291'IN THE TOP OF THE SOUTH END OF THE WEST WINGWALL.  A STANDARD
 NL0291'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0300 ***********************************************************************
 NL0300  DESIGNATION -  RV 3
 NL0300  PID         -  NL0300
 NL0300  STATE/COUNTY-  IA/SAC
 NL0300  USGS QUAD   -  SAC CITY WEST (1980)
 NL0300
 NL0300                         *CURRENT SURVEY CONTROL
 NL0300  ___________________________________________________________________
 NL0300* NAD 83(1986)-  42 26 10.     (N)    095 03 03.     (W)     SCALED    
 NL0300* NAVD 88     -       395.370  (meters)    1297.14   (feet)  ADJUSTED  
 NL0300  ___________________________________________________________________
 NL0300  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 NL0300  DYNAMIC HT  -         395.230 (meters)    1296.68  (feet)  COMP
 NL0300  MODELED GRAV-     980,254.9   (mgal)                       NAVD 88
 NL0300
 NL0300  VERT ORDER  -  FIRST     CLASS II
 NL0300
 NL0300.The horizontal coordinates were scaled from a topographic map and have
 NL0300.an estimated accuracy of +/- 6 seconds.
 NL0300
 NL0300.The orthometric height was determined by differential leveling
 NL0300.and adjusted by the National Geodetic Survey in June 1991..
 NL0300
 NL0300.The geoid height was determined by GEOID03.
 NL0300
 NL0300.The dynamic height is computed by dividing the NAVD 88
 NL0300.geopotential number by the normal gravity value computed on the
 NL0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0300.degrees latitude (g = 980.6199 gals.).
 NL0300
 NL0300.The modeled gravity was interpolated from observed gravity values.
 NL0300
 NL0300;                    North         East    Units  Estimated Accuracy
 NL0300;SPC IA N     - 1,105,150.    1,372,410.      MT  (+/- 180 meters Scaled)
 NL0300
 NL0300                          SUPERSEDED SURVEY CONTROL
 NL0300
 NL0300  NGVD 29 (??/??/92)  395.271  (m)         1296.82   (f) ADJ UNCH    1 2
 NL0300
 NL0300.Superseded values are not recommended for survey control.
 NL0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0300.See file dsdata.txt to determine how the superseded data were derived.
 NL0300
 NL0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH313002(NAD 83)
 NL0300_MARKER: R = RIVET
 NL0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0300_SP_SET: CULVERT
 NL0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0300
 NL0300  HISTORY     - Date     Condition        Report By
 NL0300  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0300  HISTORY     - 1934     GOOD             NGS
 NL0300
 NL0300                          STATION DESCRIPTION
 NL0300
 NL0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0300'2.9 MI W FROM SAC CITY.
 NL0300'2.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0300'FROM SAC CITY, SAC COUNTY, 1/3 MILE WEST OF MILEPOST 16, 200
 NL0300'FEET EAST OF THE WEST SIDE OF SEC. 16, T. 88 N., R. 36 W., AT
 NL0300'CULVERT 1450, IN THE TOP OF THE NORTH HEADWALL, AND 1 FOOT WEST
 NL0300'OF THE EAST END.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0117 ***********************************************************************
 NL0117  DESIGNATION -  RV 4
 NL0117  PID         -  NL0117
 NL0117  STATE/COUNTY-  IA/GREENE
 NL0117  USGS QUAD   -  JEFFERSON EAST (1986)
 NL0117
 NL0117                         *CURRENT SURVEY CONTROL
 NL0117  ___________________________________________________________________
 NL0117* NAD 83(1986)-  42 01 48.     (N)    094 17 34.     (W)     SCALED    
 NL0117* NAVD 88     -       308.564  (meters)    1012.35   (feet)  ADJUSTED  
 NL0117  ___________________________________________________________________
 NL0117  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 NL0117  DYNAMIC HT  -         308.479 (meters)    1012.07  (feet)  COMP
 NL0117  MODELED GRAV-     980,335.2   (mgal)                       NAVD 88
 NL0117
 NL0117  VERT ORDER  -  SECOND    CLASS 0
 NL0117
 NL0117.The horizontal coordinates were scaled from a topographic map and have
 NL0117.an estimated accuracy of +/- 6 seconds.
 NL0117
 NL0117.The orthometric height was determined by differential leveling
 NL0117.and adjusted by the National Geodetic Survey in June 1991..
 NL0117
 NL0117.The geoid height was determined by GEOID03.
 NL0117
 NL0117.The dynamic height is computed by dividing the NAVD 88
 NL0117.geopotential number by the normal gravity value computed on the
 NL0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0117.degrees latitude (g = 980.6199 gals.).
 NL0117
 NL0117.The modeled gravity was interpolated from observed gravity values.
 NL0117
 NL0117;                    North         East    Units  Estimated Accuracy
 NL0117;SPC IA N     - 1,059,180.    1,434,350.      MT  (+/- 180 meters Scaled)
 NL0117
 NL0117                          SUPERSEDED SURVEY CONTROL
 NL0117
 NL0117  NGVD 29 (??/??/92)  308.548  (m)         1012.29   (f) ADJ UNCH    2 0
 NL0117
 NL0117.Superseded values are not recommended for survey control.
 NL0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0117.See file dsdata.txt to determine how the superseded data were derived.
 NL0117
 NL0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG929539(NAD 83)
 NL0117_MARKER: DB = BENCH MARK DISK
 NL0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0117_SP_SET: BRIDGE
 NL0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0117
 NL0117  HISTORY     - Date     Condition        Report By
 NL0117  HISTORY     - UNK      MONUMENTED       CGS
 NL0117  HISTORY     - 1935     GOOD             NGS
 NL0117
 NL0117                          STATION DESCRIPTION
 NL0117
 NL0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NL0117'2.7 MI W FROM GRAND JUNCTION.
 NL0117'2.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0117'THE CROSSING OF THE MINNEAPOLIS AND ST. LOUIS RAILWAY AT GRAND
 NL0117'JUNCTION, GREENE COUNTY, AND IN THE TOP OF BRIDGE 726.  A
 NL0117'STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0294 ***********************************************************************
 NL0294  DESIGNATION -  RV 4
 NL0294  PID         -  NL0294
 NL0294  STATE/COUNTY-  IA/SAC
 NL0294  USGS QUAD   -  LAKE VIEW (1980)
 NL0294
 NL0294                         *CURRENT SURVEY CONTROL
 NL0294  ___________________________________________________________________
 NL0294* NAD 83(1986)-  42 15 27.     (N)    095 01 39.     (W)     SCALED    
 NL0294* NAVD 88     -       379.845  (meters)    1246.21   (feet)  ADJUSTED  
 NL0294  ___________________________________________________________________
 NL0294  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 NL0294  DYNAMIC HT  -         379.694 (meters)    1245.71  (feet)  COMP
 NL0294  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 NL0294
 NL0294  VERT ORDER  -  SECOND    CLASS 0
 NL0294
 NL0294.The horizontal coordinates were scaled from a topographic map and have
 NL0294.an estimated accuracy of +/- 6 seconds.
 NL0294
 NL0294.The orthometric height was determined by differential leveling
 NL0294.and adjusted by the National Geodetic Survey in June 1991..
 NL0294
 NL0294.The geoid height was determined by GEOID03.
 NL0294
 NL0294.The dynamic height is computed by dividing the NAVD 88
 NL0294.geopotential number by the normal gravity value computed on the
 NL0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0294.degrees latitude (g = 980.6199 gals.).
 NL0294
 NL0294.The modeled gravity was interpolated from observed gravity values.
 NL0294
 NL0294;                    North         East    Units  Estimated Accuracy
 NL0294;SPC IA N     - 1,085,280.    1,373,970.      MT  (+/- 180 meters Scaled)
 NL0294
 NL0294                          SUPERSEDED SURVEY CONTROL
 NL0294
 NL0294  NGVD 29 (??/??/92)  379.731  (m)         1245.83   (f) ADJ UNCH    2 0
 NL0294
 NL0294.Superseded values are not recommended for survey control.
 NL0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0294.See file dsdata.txt to determine how the superseded data were derived.
 NL0294
 NL0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG327803(NAD 83)
 NL0294_MARKER: R = RIVET
 NL0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0294_SP_SET: CULVERT
 NL0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0294
 NL0294  HISTORY     - Date     Condition        Report By
 NL0294  HISTORY     - UNK      MONUMENTED       CGS
 NL0294  HISTORY     - 1943     GOOD             NGS
 NL0294
 NL0294                          STATION DESCRIPTION
 NL0294
 NL0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0294'0.4 MI NW FROM CARNARVON.
 NL0294'0.4 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0294'FROM THE STATION AT CARNARVON, SAC COUNTY, AT CULVERT 1203,
 NL0294'AND IN THE TOP OF THE EAST END OF THE NROTH CONCRETE HEADWALL.
 NL0294'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0302 ***********************************************************************
 NL0302  DESIGNATION -  RV 4
 NL0302  PID         -  NL0302
 NL0302  STATE/COUNTY-  IA/SAC
 NL0302  USGS QUAD   -  SAC CITY WEST (1980)
 NL0302
 NL0302                         *CURRENT SURVEY CONTROL
 NL0302  ___________________________________________________________________
 NL0302* NAD 83(1986)-  42 26 25.     (N)    095 04 02.     (W)     SCALED    
 NL0302* NAVD 88     -       396.305  (meters)    1300.21   (feet)  ADJUSTED  
 NL0302  ___________________________________________________________________
 NL0302  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 NL0302  DYNAMIC HT  -         396.164 (meters)    1299.75  (feet)  COMP
 NL0302  MODELED GRAV-     980,255.3   (mgal)                       NAVD 88
 NL0302
 NL0302  VERT ORDER  -  FIRST     CLASS II
 NL0302
 NL0302.The horizontal coordinates were scaled from a topographic map and have
 NL0302.an estimated accuracy of +/- 6 seconds.
 NL0302
 NL0302.The orthometric height was determined by differential leveling
 NL0302.and adjusted by the National Geodetic Survey in June 1991..
 NL0302
 NL0302.The geoid height was determined by GEOID03.
 NL0302
 NL0302.The dynamic height is computed by dividing the NAVD 88
 NL0302.geopotential number by the normal gravity value computed on the
 NL0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0302.degrees latitude (g = 980.6199 gals.).
 NL0302
 NL0302.The modeled gravity was interpolated from observed gravity values.
 NL0302
 NL0302;                    North         East    Units  Estimated Accuracy
 NL0302;SPC IA N     - 1,105,640.    1,371,070.      MT  (+/- 180 meters Scaled)
 NL0302
 NL0302                          SUPERSEDED SURVEY CONTROL
 NL0302
 NL0302  NGVD 29 (??/??/92)  396.205  (m)         1299.88   (f) ADJ UNCH    1 2
 NL0302
 NL0302.Superseded values are not recommended for survey control.
 NL0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0302.See file dsdata.txt to determine how the superseded data were derived.
 NL0302
 NL0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH299007(NAD 83)
 NL0302_MARKER: R = RIVET
 NL0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0302_SP_SET: BRIDGE
 NL0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0302
 NL0302  HISTORY     - Date     Condition        Report By
 NL0302  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0302  HISTORY     - 1934     GOOD             NGS
 NL0302
 NL0302                          STATION DESCRIPTION
 NL0302
 NL0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0302'3.8 MI W FROM SAC CITY.
 NL0302'3.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0302'SAC CITY, SAC COUNTY, 980 FEET WEST OF MILEPOST 17, 1,000 FEET
 NL0302'EAST OF THE WEST SIDE OF SEC. 17, T. 88 N., R. 36 W., AT BRIDGE
 NL0302'1451 OVER DRAINAGE DITCH 71, IN THE TOP OF THE EAST CONCRETE
 NL0302'BACK WALL, 2.6 FEET SOUTH OF THE NORTH END, AND 7.7 FEET NORTH
 NL0302'OF THE NORTH RAIL.  A STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0297 ***********************************************************************
 NL0297  DESIGNATION -  RV 5
 NL0297  PID         -  NL0297
 NL0297  STATE/COUNTY-  IA/SAC
 NL0297  USGS QUAD   -  BREDA (1980)
 NL0297
 NL0297                         *CURRENT SURVEY CONTROL
 NL0297  ___________________________________________________________________
 NL0297* NAD 83(1986)-  42 13 21.     (N)    094 59 58.     (W)     SCALED    
 NL0297* NAVD 88     -       397.007  (meters)    1302.51   (feet)  ADJUSTED  
 NL0297  ___________________________________________________________________
 NL0297  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 NL0297  DYNAMIC HT  -         396.847 (meters)    1301.99  (feet)  COMP
 NL0297  MODELED GRAV-     980,206.2   (mgal)                       NAVD 88
 NL0297
 NL0297  VERT ORDER  -  SECOND    CLASS 0
 NL0297
 NL0297.The horizontal coordinates were scaled from a topographic map and have
 NL0297.an estimated accuracy of +/- 6 seconds.
 NL0297
 NL0297.The orthometric height was determined by differential leveling
 NL0297.and adjusted by the National Geodetic Survey in June 1991..
 NL0297
 NL0297.The geoid height was determined by GEOID03.
 NL0297
 NL0297.The dynamic height is computed by dividing the NAVD 88
 NL0297.geopotential number by the normal gravity value computed on the
 NL0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0297.degrees latitude (g = 980.6199 gals.).
 NL0297
 NL0297.The modeled gravity was interpolated from observed gravity values.
 NL0297
 NL0297;                    North         East    Units  Estimated Accuracy
 NL0297;SPC IA N     - 1,081,350.    1,376,210.      MT  (+/- 180 meters Scaled)
 NL0297
 NL0297                          SUPERSEDED SURVEY CONTROL
 NL0297
 NL0297  NGVD 29 (??/??/92)  396.89   (m)         1302.1    (f) COMPUTED    2 0
 NL0297
 NL0297.Superseded values are not recommended for survey control.
 NL0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0297.See file dsdata.txt to determine how the superseded data were derived.
 NL0297
 NL0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG349764(NAD 83)
 NL0297_MARKER: R = RIVET
 NL0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0297_SP_SET: CULVERT
 NL0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0297
 NL0297  HISTORY     - Date     Condition        Report By
 NL0297  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0297  HISTORY     - 1943     GOOD             NGS
 NL0297
 NL0297                          STATION DESCRIPTION
 NL0297
 NL0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0297'2.6 MI S FROM CARNARVON.
 NL0297'2.6 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0297'FROM THE STATION AT CARNARVON, SAC COUNTY, AT CULVERT 1191, AND
 NL0297'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL.
 NL0297'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0305 ***********************************************************************
 NL0305  DESIGNATION -  RV 5
 NL0305  PID         -  NL0305
 NL0305  STATE/COUNTY-  IA/SAC
 NL0305  USGS QUAD   -  SAC CITY WEST (1980)
 NL0305
 NL0305                         *CURRENT SURVEY CONTROL
 NL0305  ___________________________________________________________________
 NL0305* NAD 83(1986)-  42 26 42.     (N)    095 05 03.     (W)     SCALED    
 NL0305* NAVD 88     -       401.794  (meters)    1318.22   (feet)  ADJUSTED  
 NL0305  ___________________________________________________________________
 NL0305  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 NL0305  DYNAMIC HT  -         401.652 (meters)    1317.75  (feet)  COMP
 NL0305  MODELED GRAV-     980,255.3   (mgal)                       NAVD 88
 NL0305
 NL0305  VERT ORDER  -  FIRST     CLASS II
 NL0305
 NL0305.The horizontal coordinates were scaled from a topographic map and have
 NL0305.an estimated accuracy of +/- 6 seconds.
 NL0305
 NL0305.The orthometric height was determined by differential leveling
 NL0305.and adjusted by the National Geodetic Survey in June 1991..
 NL0305
 NL0305.The geoid height was determined by GEOID03.
 NL0305
 NL0305.The dynamic height is computed by dividing the NAVD 88
 NL0305.geopotential number by the normal gravity value computed on the
 NL0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0305.degrees latitude (g = 980.6199 gals.).
 NL0305
 NL0305.The modeled gravity was interpolated from observed gravity values.
 NL0305
 NL0305;                    North         East    Units  Estimated Accuracy
 NL0305;SPC IA N     - 1,106,190.    1,369,680.      MT  (+/- 180 meters Scaled)
 NL0305
 NL0305                          SUPERSEDED SURVEY CONTROL
 NL0305
 NL0305  NGVD 29 (??/??/92)  401.692  (m)         1317.88   (f) ADJ UNCH    1 2
 NL0305
 NL0305.Superseded values are not recommended for survey control.
 NL0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0305.See file dsdata.txt to determine how the superseded data were derived.
 NL0305
 NL0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH285012(NAD 83)
 NL0305_MARKER: R = RIVET
 NL0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0305_SP_SET: CULVERT
 NL0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0305
 NL0305  HISTORY     - Date     Condition        Report By
 NL0305  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0305  HISTORY     - 1938     GOOD             NGS
 NL0305
 NL0305                          STATION DESCRIPTION
 NL0305
 NL0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NL0305'4.8 MI W FROM SAC CITY.
 NL0305'4-3/4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0305'FROM SAC CITY, SAC COUNTY, IN THE SOUTHWEST QUARTER OF SEC. 7,
 NL0305'T. 88 N. R 36 W 720 FEET WEST OF MILEPOST 18-62, AT CULVERT
 NL0305'1454, IN THE TOP OF THE SOUTH STONE HEADWALL, AND 1 FOOT WEST
 NL0305'OF THE EAST END.  A STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0352 ***********************************************************************
 NK0352  DESIGNATION -  RV 539
 NK0352  PID         -  NK0352
 NK0352  STATE/COUNTY-  IA/STORY
 NK0352  USGS QUAD   -  NEVADA (1975)
 NK0352
 NK0352                         *CURRENT SURVEY CONTROL
 NK0352  ___________________________________________________________________
 NK0352* NAD 83(1986)-  42 01 32.     (N)    093 27 40.     (W)     SCALED    
 NK0352* NAVD 88     -       302.481  (meters)     992.39   (feet)  ADJUSTED  
 NK0352  ___________________________________________________________________
 NK0352  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 NK0352  DYNAMIC HT  -         302.368 (meters)     992.02  (feet)  COMP
 NK0352  MODELED GRAV-     980,241.5   (mgal)                       NAVD 88
 NK0352
 NK0352  VERT ORDER  -  SECOND    CLASS 0
 NK0352
 NK0352.The horizontal coordinates were scaled from a topographic map and have
 NK0352.an estimated accuracy of +/- 6 seconds.
 NK0352
 NK0352.The orthometric height was determined by differential leveling
 NK0352.and adjusted by the National Geodetic Survey in June 1991..
 NK0352
 NK0352.The geoid height was determined by GEOID03.
 NK0352
 NK0352.The dynamic height is computed by dividing the NAVD 88
 NK0352.geopotential number by the normal gravity value computed on the
 NK0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0352.degrees latitude (g = 980.6199 gals.).
 NK0352
 NK0352.The modeled gravity was interpolated from observed gravity values.
 NK0352
 NK0352;                    North         East    Units  Estimated Accuracy
 NK0352;SPC IA N     - 1,058,380.    1,503,220.      MT  (+/- 180 meters Scaled)
 NK0352
 NK0352                          SUPERSEDED SURVEY CONTROL
 NK0352
 NK0352  NGVD 29 (??/??/92)  302.439  (m)          992.25   (f) ADJ UNCH    2 0
 NK0352
 NK0352.Superseded values are not recommended for survey control.
 NK0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0352.See file dsdata.txt to determine how the superseded data were derived.
 NK0352
 NK0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG618527(NAD 83)
 NK0352_MARKER: R = RIVET
 NK0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0352_SP_SET: BRIDGE
 NK0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0352
 NK0352  HISTORY     - Date     Condition        Report By
 NK0352  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0352  HISTORY     - 1934     GOOD             NGS
 NK0352
 NK0352                          STATION DESCRIPTION
 NK0352
 NK0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0352'0.4 MI W FROM NEVADA.
 NK0352'0.4 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0352'THE STATION AT NEVADA, STORY COUNTY, 60 YARDS EAST OF MILEPOST
 NK0352'181, AT BRIDGE 539, IN THE TOP OF THE WEST END OF THE SOUTH
 NK0352'HEADWALL, AND 15 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 NK0352'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0351 ***********************************************************************
 NK0351  DESIGNATION -  RV 541
 NK0351  PID         -  NK0351
 NK0351  STATE/COUNTY-  IA/STORY
 NK0351  USGS QUAD   -  NEVADA (1975)
 NK0351
 NK0351                         *CURRENT SURVEY CONTROL
 NK0351  ___________________________________________________________________
 NK0351* NAD 83(1986)-  42 01 34.     (N)    093 28 14.     (W)     SCALED    
 NK0351* NAVD 88     -       302.220  (meters)     991.53   (feet)  ADJUSTED  
 NK0351  ___________________________________________________________________
 NK0351  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 NK0351  DYNAMIC HT  -         302.107 (meters)     991.16  (feet)  COMP
 NK0351  MODELED GRAV-     980,243.0   (mgal)                       NAVD 88
 NK0351
 NK0351  VERT ORDER  -  SECOND    CLASS 0
 NK0351
 NK0351.The horizontal coordinates were scaled from a topographic map and have
 NK0351.an estimated accuracy of +/- 6 seconds.
 NK0351
 NK0351.The orthometric height was determined by differential leveling
 NK0351.and adjusted by the National Geodetic Survey in June 1991..
 NK0351
 NK0351.The geoid height was determined by GEOID03.
 NK0351
 NK0351.The dynamic height is computed by dividing the NAVD 88
 NK0351.geopotential number by the normal gravity value computed on the
 NK0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0351.degrees latitude (g = 980.6199 gals.).
 NK0351
 NK0351.The modeled gravity was interpolated from observed gravity values.
 NK0351
 NK0351;                    North         East    Units  Estimated Accuracy
 NK0351;SPC IA N     - 1,058,440.    1,502,440.      MT  (+/- 180 meters Scaled)
 NK0351
 NK0351                          SUPERSEDED SURVEY CONTROL
 NK0351
 NK0351  NGVD 29 (??/??/92)  302.179  (m)          991.40   (f) ADJ UNCH    2 0
 NK0351
 NK0351.Superseded values are not recommended for survey control.
 NK0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0351.See file dsdata.txt to determine how the superseded data were derived.
 NK0351
 NK0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG610527(NAD 83)
 NK0351_MARKER: R = RIVET
 NK0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0351_SP_SET: BRIDGE
 NK0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0351
 NK0351  HISTORY     - Date     Condition        Report By
 NK0351  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0351  HISTORY     - 1934     GOOD             NGS
 NK0351
 NK0351                          STATION DESCRIPTION
 NK0351
 NK0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0351'0.8 MI W FROM NEVADA.
 NK0351'0.8 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0351'THE STATION AT NEVADA, STORY COUNTY, AT BRIDGE 541, IN THE TOP
 NK0351'OF THE WEST END OF THE NORTH STONE HEADWALL, AND 12 FEET NORTH
 NK0351'OF THE NORTH RAIL OF THE NORTH TRACK.  A STANDARD MONEL-METAL
 NK0351'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0403 ***********************************************************************
 NK0403  DESIGNATION -  RV 545
 NK0403  PID         -  NK0403
 NK0403  STATE/COUNTY-  IA/STORY
 NK0403  USGS QUAD   -  AMES EAST (1975)
 NK0403
 NK0403                         *CURRENT SURVEY CONTROL
 NK0403  ___________________________________________________________________
 NK0403* NAD 83(1986)-  42 01 41.     (N)    093 30 19.     (W)     SCALED    
 NK0403* NAVD 88     -       301.300  (meters)     988.52   (feet)  ADJUSTED  
 NK0403  ___________________________________________________________________
 NK0403  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 NK0403  DYNAMIC HT  -         301.190 (meters)     988.15  (feet)  COMP
 NK0403  MODELED GRAV-     980,247.8   (mgal)                       NAVD 88
 NK0403
 NK0403  VERT ORDER  -  SECOND    CLASS 0
 NK0403
 NK0403.The horizontal coordinates were scaled from a topographic map and have
 NK0403.an estimated accuracy of +/- 6 seconds.
 NK0403
 NK0403.The orthometric height was determined by differential leveling
 NK0403.and adjusted by the National Geodetic Survey in June 1991..
 NK0403
 NK0403.The geoid height was determined by GEOID03.
 NK0403
 NK0403.The dynamic height is computed by dividing the NAVD 88
 NK0403.geopotential number by the normal gravity value computed on the
 NK0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0403.degrees latitude (g = 980.6199 gals.).
 NK0403
 NK0403.The modeled gravity was interpolated from observed gravity values.
 NK0403
 NK0403;                    North         East    Units  Estimated Accuracy
 NK0403;SPC IA N     - 1,058,660.    1,499,560.      MT  (+/- 180 meters Scaled)
 NK0403
 NK0403                          SUPERSEDED SURVEY CONTROL
 NK0403
 NK0403  NGVD 29 (??/??/92)  301.254  (m)          988.36   (f) ADJ UNCH    2 0
 NK0403
 NK0403.Superseded values are not recommended for survey control.
 NK0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0403.See file dsdata.txt to determine how the superseded data were derived.
 NK0403
 NK0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG581530(NAD 83)
 NK0403_MARKER: R = RIVET
 NK0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0403_SP_SET: CULVERT
 NK0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0403
 NK0403  HISTORY     - Date     Condition        Report By
 NK0403  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0403  HISTORY     - 1934     GOOD             NGS
 NK0403
 NK0403                          STATION DESCRIPTION
 NK0403
 NK0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0403'2.8 MI W FROM NEVADA.
 NK0403'2.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0403'THE STATION AT NEVADA, 0.3 MILE WEST OF MILEPOST 183, 0.2 MILE
 NK0403'WEST OF A ROAD CROSSING, AT CULVERT 545, IN THE WEST END OF THE
 NK0403'NORTH STONE HEADWALL, AND 9.0 FEET NORTH OF THE NORTH RAIL OF THE
 NK0403'NORTH TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0401 ***********************************************************************
 NK0401  DESIGNATION -  RV 548
 NK0401  PID         -  NK0401
 NK0401  STATE/COUNTY-  IA/STORY
 NK0401  USGS QUAD   -  AMES EAST (1975)
 NK0401
 NK0401                         *CURRENT SURVEY CONTROL
 NK0401  ___________________________________________________________________
 NK0401* NAD 83(1986)-  42 01 45.     (N)    093 32 05.     (W)     SCALED    
 NK0401* NAVD 88     -       297.845  (meters)     977.18   (feet)  ADJUSTED  
 NK0401  ___________________________________________________________________
 NK0401  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 NK0401  DYNAMIC HT  -         297.737 (meters)     976.83  (feet)  COMP
 NK0401  MODELED GRAV-     980,253.5   (mgal)                       NAVD 88
 NK0401
 NK0401  VERT ORDER  -  SECOND    CLASS 0
 NK0401
 NK0401.The horizontal coordinates were scaled from a topographic map and have
 NK0401.an estimated accuracy of +/- 6 seconds.
 NK0401
 NK0401.The orthometric height was determined by differential leveling
 NK0401.and adjusted by the National Geodetic Survey in June 1991..
 NK0401
 NK0401.The geoid height was determined by GEOID03.
 NK0401
 NK0401.The dynamic height is computed by dividing the NAVD 88
 NK0401.geopotential number by the normal gravity value computed on the
 NK0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0401.degrees latitude (g = 980.6199 gals.).
 NK0401
 NK0401.The modeled gravity was interpolated from observed gravity values.
 NK0401
 NK0401;                    North         East    Units  Estimated Accuracy
 NK0401;SPC IA N     - 1,058,780.    1,497,130.      MT  (+/- 180 meters Scaled)
 NK0401
 NK0401                          SUPERSEDED SURVEY CONTROL
 NK0401
 NK0401  NGVD 29 (??/??/92)  297.796  (m)          977.02   (f) ADJ UNCH    2 0
 NK0401
 NK0401.Superseded values are not recommended for survey control.
 NK0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0401.See file dsdata.txt to determine how the superseded data were derived.
 NK0401
 NK0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG557531(NAD 83)
 NK0401_MARKER: R = RIVET
 NK0401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0401_SP_SET: BRIDGE
 NK0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0401
 NK0401  HISTORY     - Date     Condition        Report By
 NK0401  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0401  HISTORY     - 1934     GOOD             NGS
 NK0401
 NK0401                          STATION DESCRIPTION
 NK0401
 NK0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0401'4 MI W FROM NEVADA.
 NK0401'4.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0401'THE STATION AT NEVADA, AT BRIDGE 548, IN THE TOP OF THE SOUTH
 NK0401'END OF THE EAST STONE ABUTMENT, AND ABOUT 10 FEET SOUTH OF THE
 NK0401'SOUTH RAIL OF THE SOUTH TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0399 ***********************************************************************
 NK0399  DESIGNATION -  RV 551
 NK0399  PID         -  NK0399
 NK0399  STATE/COUNTY-  IA/STORY
 NK0399  USGS QUAD   -  AMES EAST (1975)
 NK0399
 NK0399                         *CURRENT SURVEY CONTROL
 NK0399  ___________________________________________________________________
 NK0399* NAD 83(1986)-  42 01 50.     (N)    093 33 09.     (W)     SCALED    
 NK0399* NAVD 88     -       297.054  (meters)     974.58   (feet)  ADJUSTED  
 NK0399  ___________________________________________________________________
 NK0399  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 NK0399  DYNAMIC HT  -         296.948 (meters)     974.24  (feet)  COMP
 NK0399  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 NK0399
 NK0399  VERT ORDER  -  SECOND    CLASS 0
 NK0399
 NK0399.The horizontal coordinates were scaled from a topographic map and have
 NK0399.an estimated accuracy of +/- 6 seconds.
 NK0399
 NK0399.The orthometric height was determined by differential leveling
 NK0399.and adjusted by the National Geodetic Survey in June 1991..
 NK0399
 NK0399.The geoid height was determined by GEOID03.
 NK0399
 NK0399.The dynamic height is computed by dividing the NAVD 88
 NK0399.geopotential number by the normal gravity value computed on the
 NK0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0399.degrees latitude (g = 980.6199 gals.).
 NK0399
 NK0399.The modeled gravity was interpolated from observed gravity values.
 NK0399
 NK0399;                    North         East    Units  Estimated Accuracy
 NK0399;SPC IA N     - 1,058,930.    1,495,650.      MT  (+/- 180 meters Scaled)
 NK0399
 NK0399                          SUPERSEDED SURVEY CONTROL
 NK0399
 NK0399  NGVD 29 (??/??/92)  297.006  (m)          974.43   (f) ADJ UNCH    2 0
 NK0399
 NK0399.Superseded values are not recommended for survey control.
 NK0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0399.See file dsdata.txt to determine how the superseded data were derived.
 NK0399
 NK0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG542533(NAD 83)
 NK0399_MARKER: R = RIVET
 NK0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0399_SP_SET: CULVERT
 NK0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0399
 NK0399  HISTORY     - Date     Condition        Report By
 NK0399  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0399  HISTORY     - 1934     GOOD             NGS
 NK0399
 NK0399                          STATION DESCRIPTION
 NK0399
 NK0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0399'3.1 MI E FROM AMES.
 NK0399'3.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0399'THE STATION AT AMES, 0.4 MILE EAST OF MILEPOST 186, AT CULVERT
 NK0399'551, IN THE WEST END OF THE NORTH HEADWALL, AND 12.0 FEET NORTH
 NK0399'OF THE NORTH RAIL OF THE NORTH TRACK.  A STANDARD MONEL-METAL
 NK0399'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0398 ***********************************************************************
 NK0398  DESIGNATION -  RV 552
 NK0398  PID         -  NK0398
 NK0398  STATE/COUNTY-  IA/STORY
 NK0398  USGS QUAD   -  AMES EAST (1975)
 NK0398
 NK0398                         *CURRENT SURVEY CONTROL
 NK0398  ___________________________________________________________________
 NK0398* NAD 83(1986)-  42 01 47.     (N)    093 33 45.     (W)     SCALED    
 NK0398* NAVD 88     -       296.386  (meters)     972.39   (feet)  ADJUSTED  
 NK0398  ___________________________________________________________________
 NK0398  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 NK0398  DYNAMIC HT  -         296.281 (meters)     972.05  (feet)  COMP
 NK0398  MODELED GRAV-     980,259.4   (mgal)                       NAVD 88
 NK0398
 NK0398  VERT ORDER  -  SECOND    CLASS 0
 NK0398
 NK0398.The horizontal coordinates were scaled from a topographic map and have
 NK0398.an estimated accuracy of +/- 6 seconds.
 NK0398
 NK0398.The orthometric height was determined by differential leveling
 NK0398.and adjusted by the National Geodetic Survey in June 1991..
 NK0398
 NK0398.The geoid height was determined by GEOID03.
 NK0398
 NK0398.The dynamic height is computed by dividing the NAVD 88
 NK0398.geopotential number by the normal gravity value computed on the
 NK0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0398.degrees latitude (g = 980.6199 gals.).
 NK0398
 NK0398.The modeled gravity was interpolated from observed gravity values.
 NK0398
 NK0398;                    North         East    Units  Estimated Accuracy
 NK0398;SPC IA N     - 1,058,840.    1,494,820.      MT  (+/- 180 meters Scaled)
 NK0398
 NK0398                          SUPERSEDED SURVEY CONTROL
 NK0398
 NK0398  NGVD 29 (??/??/92)  296.336  (m)          972.23   (f) ADJ UNCH    2 0
 NK0398
 NK0398.Superseded values are not recommended for survey control.
 NK0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0398.See file dsdata.txt to determine how the superseded data were derived.
 NK0398
 NK0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG534532(NAD 83)
 NK0398_MARKER: R = RIVET
 NK0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0398_SP_SET: CULVERT
 NK0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0398
 NK0398  HISTORY     - Date     Condition        Report By
 NK0398  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0398  HISTORY     - 1934     GOOD             NGS
 NK0398
 NK0398                          STATION DESCRIPTION
 NK0398
 NK0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0398'2.5 MI E FROM AMES.
 NK0398'2.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0398'THE STATION AT AMES, 0.2 MILE WEST OF MILEPOST 186, AT CULVERT
 NK0398'552, IN THE TOP OF THE WEST END OF THE NORTH STONE HEADWALL, AND
 NK0398'10.0 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK.  A STANDARD
 NK0398'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0397 ***********************************************************************
 NK0397  DESIGNATION -  RV 555
 NK0397  PID         -  NK0397
 NK0397  STATE/COUNTY-  IA/STORY
 NK0397  USGS QUAD   -  AMES EAST (1975)
 NK0397
 NK0397                         *CURRENT SURVEY CONTROL
 NK0397  ___________________________________________________________________
 NK0397* NAD 83(1986)-  42 01 41.     (N)    093 34 51.     (W)     SCALED    
 NK0397* NAVD 88     -       285.991  (meters)     938.29   (feet)  ADJUSTED  
 NK0397  ___________________________________________________________________
 NK0397  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 NK0397  DYNAMIC HT  -         285.891 (meters)     937.96  (feet)  COMP
 NK0397  MODELED GRAV-     980,262.4   (mgal)                       NAVD 88
 NK0397
 NK0397  VERT ORDER  -  SECOND    CLASS 0
 NK0397
 NK0397.The horizontal coordinates were scaled from a topographic map and have
 NK0397.an estimated accuracy of +/- 6 seconds.
 NK0397
 NK0397.The orthometric height was determined by differential leveling
 NK0397.and adjusted by the National Geodetic Survey in June 1991..
 NK0397
 NK0397.The geoid height was determined by GEOID03.
 NK0397
 NK0397.The dynamic height is computed by dividing the NAVD 88
 NK0397.geopotential number by the normal gravity value computed on the
 NK0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0397.degrees latitude (g = 980.6199 gals.).
 NK0397
 NK0397.The modeled gravity was interpolated from observed gravity values.
 NK0397
 NK0397;                    North         East    Units  Estimated Accuracy
 NK0397;SPC IA N     - 1,058,660.    1,493,310.      MT  (+/- 180 meters Scaled)
 NK0397
 NK0397                          SUPERSEDED SURVEY CONTROL
 NK0397
 NK0397  NGVD 29 (??/??/92)  285.948  (m)          938.15   (f) ADJ UNCH    2 0
 NK0397
 NK0397.Superseded values are not recommended for survey control.
 NK0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0397.See file dsdata.txt to determine how the superseded data were derived.
 NK0397
 NK0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG519530(NAD 83)
 NK0397_MARKER: R = RIVET
 NK0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0397_SP_SET: BRIDGE
 NK0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0397
 NK0397  HISTORY     - Date     Condition        Report By
 NK0397  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0397  HISTORY     - 1934     GOOD             NGS
 NK0397
 NK0397                          STATION DESCRIPTION
 NK0397
 NK0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0397'1.6 MI E FROM AMES.
 NK0397'1.6 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0397'THE STATION AT AMES, 0.2 MILE WEST OF MILEPOST 187, 60 YARDS
 NK0397'EAST OF A ROAD CROSSING, AT BRIDGE 555, IN THE TOP OF THE NORTH
 NK0397'END OF THE EAST BACK WALL, AND 6.0 FEET NORTH OF THE NORTH RAIL
 NK0397'OF THE NORTH TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0395 ***********************************************************************
 NK0395  DESIGNATION -  RV 559
 NK0395  PID         -  NK0395
 NK0395  STATE/COUNTY-  IA/STORY
 NK0395  USGS QUAD   -  AMES EAST (1975)
 NK0395
 NK0395                         *CURRENT SURVEY CONTROL
 NK0395  ___________________________________________________________________
 NK0395* NAD 83(1986)-  42 01 34.     (N)    093 35 45.     (W)     SCALED    
 NK0395* NAVD 88     -       276.842  (meters)     908.27   (feet)  ADJUSTED  
 NK0395  ___________________________________________________________________
 NK0395  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 NK0395  DYNAMIC HT  -         276.745 (meters)     907.95  (feet)  COMP
 NK0395  MODELED GRAV-     980,264.7   (mgal)                       NAVD 88
 NK0395
 NK0395  VERT ORDER  -  SECOND    CLASS 0
 NK0395
 NK0395.The horizontal coordinates were scaled from a topographic map and have
 NK0395.an estimated accuracy of +/- 6 seconds.
 NK0395
 NK0395.The orthometric height was determined by differential leveling
 NK0395.and adjusted by the National Geodetic Survey in June 1991..
 NK0395
 NK0395.The geoid height was determined by GEOID03.
 NK0395
 NK0395.The dynamic height is computed by dividing the NAVD 88
 NK0395.geopotential number by the normal gravity value computed on the
 NK0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0395.degrees latitude (g = 980.6199 gals.).
 NK0395
 NK0395.The modeled gravity was interpolated from observed gravity values.
 NK0395
 NK0395;                    North         East    Units  Estimated Accuracy
 NK0395;SPC IA N     - 1,058,440.    1,492,060.      MT  (+/- 180 meters Scaled)
 NK0395
 NK0395                          SUPERSEDED SURVEY CONTROL
 NK0395
 NK0395  NGVD 29 (??/??/92)  276.798  (m)          908.13   (f) ADJ UNCH    2 0
 NK0395
 NK0395.Superseded values are not recommended for survey control.
 NK0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0395.See file dsdata.txt to determine how the superseded data were derived.
 NK0395
 NK0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG506528(NAD 83)
 NK0395_MARKER: R = RIVET
 NK0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0395_SP_SET: STONE
 NK0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0395+STABILITY: SURFACE MOTION
 NK0395
 NK0395  HISTORY     - Date     Condition        Report By
 NK0395  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0395  HISTORY     - 1934     GOOD             NGS
 NK0395
 NK0395                          STATION DESCRIPTION
 NK0395
 NK0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0395'0.9 MI E FROM AMES.
 NK0395'0.9 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0395'THE STATION AT AMES, AT BRIDGE 559, IN THE SOUTH END OF THE
 NK0395'TOP STONE OF THE EAST ABUTMENT, AND 9.0 FEET SOUTH OF THE SOUTH
 NK0395'RAIL OF THE SOUTH TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0390 ***********************************************************************
 NK0390  DESIGNATION -  RV 564
 NK0390  PID         -  NK0390
 NK0390  STATE/COUNTY-  IA/STORY
 NK0390  USGS QUAD   -  AMES WEST (1975)
 NK0390
 NK0390                         *CURRENT SURVEY CONTROL
 NK0390  ___________________________________________________________________
 NK0390* NAD 83(1986)-  42 01 41.     (N)    093 37 55.     (W)     SCALED    
 NK0390* NAVD 88     -       278.986  (meters)     915.31   (feet)  ADJUSTED  
 NK0390  ___________________________________________________________________
 NK0390  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 NK0390  DYNAMIC HT  -         278.891 (meters)     914.99  (feet)  COMP
 NK0390  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 NK0390
 NK0390  VERT ORDER  -  SECOND    CLASS 0
 NK0390
 NK0390.The horizontal coordinates were scaled from a topographic map and have
 NK0390.an estimated accuracy of +/- 6 seconds.
 NK0390
 NK0390.The orthometric height was determined by differential leveling
 NK0390.and adjusted by the National Geodetic Survey in June 1991..
 NK0390
 NK0390.The geoid height was determined by GEOID03.
 NK0390
 NK0390.The dynamic height is computed by dividing the NAVD 88
 NK0390.geopotential number by the normal gravity value computed on the
 NK0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0390.degrees latitude (g = 980.6199 gals.).
 NK0390
 NK0390.The modeled gravity was interpolated from observed gravity values.
 NK0390
 NK0390;                    North         East    Units  Estimated Accuracy
 NK0390;SPC IA N     - 1,058,660.    1,489,070.      MT  (+/- 180 meters Scaled)
 NK0390
 NK0390                          SUPERSEDED SURVEY CONTROL
 NK0390
 NK0390  NGVD 29 (??/??/92)  278.954  (m)          915.20   (f) ADJ UNCH    2 0
 NK0390
 NK0390.Superseded values are not recommended for survey control.
 NK0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0390.See file dsdata.txt to determine how the superseded data were derived.
 NK0390
 NK0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG476530(NAD 83)
 NK0390_MARKER: R = RIVET
 NK0390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0390_SP_SET: BRIDGE
 NK0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0390
 NK0390  HISTORY     - Date     Condition        Report By
 NK0390  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0390  HISTORY     - 1934     GOOD             NGS
 NK0390
 NK0390                          STATION DESCRIPTION
 NK0390
 NK0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0390'0.9 MI W FROM AMES.
 NK0390'0.9 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0390'THE STATION AT AMES, STORY COUNTY, AT BRIDGE 564, IN THE TOP
 NK0390'OF THE NORTH END OF THE TOP STONE OF THE WEST ABUTMENT, AND 9.0
 NK0390'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK.  A STANDARD
 NK0390'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0385 ***********************************************************************
 NK0385  DESIGNATION -  RV 569
 NK0385  PID         -  NK0385
 NK0385  STATE/COUNTY-  IA/STORY
 NK0385  USGS QUAD   -  AMES WEST (1975)
 NK0385
 NK0385                         *CURRENT SURVEY CONTROL
 NK0385  ___________________________________________________________________
 NK0385* NAD 83(1986)-  42 02 07.     (N)    093 39 35.     (W)     SCALED    
 NK0385* NAVD 88     -       294.754  (meters)     967.04   (feet)  ADJUSTED  
 NK0385  ___________________________________________________________________
 NK0385  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 NK0385  DYNAMIC HT  -         294.657 (meters)     966.72  (feet)  COMP
 NK0385  MODELED GRAV-     980,283.2   (mgal)                       NAVD 88
 NK0385
 NK0385  VERT ORDER  -  SECOND    CLASS 0
 NK0385
 NK0385.The horizontal coordinates were scaled from a topographic map and have
 NK0385.an estimated accuracy of +/- 6 seconds.
 NK0385
 NK0385.The orthometric height was determined by differential leveling
 NK0385.and adjusted by the National Geodetic Survey in June 1991..
 NK0385
 NK0385.The geoid height was determined by GEOID03.
 NK0385
 NK0385.The dynamic height is computed by dividing the NAVD 88
 NK0385.geopotential number by the normal gravity value computed on the
 NK0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0385.degrees latitude (g = 980.6199 gals.).
 NK0385
 NK0385.The modeled gravity was interpolated from observed gravity values.
 NK0385
 NK0385;                    North         East    Units  Estimated Accuracy
 NK0385;SPC IA N     - 1,059,470.    1,486,770.      MT  (+/- 180 meters Scaled)
 NK0385
 NK0385                          SUPERSEDED SURVEY CONTROL
 NK0385
 NK0385  NGVD 29 (??/??/92)  294.725  (m)          966.94   (f) ADJ UNCH    2 0
 NK0385
 NK0385.Superseded values are not recommended for survey control.
 NK0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0385.See file dsdata.txt to determine how the superseded data were derived.
 NK0385
 NK0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG453539(NAD 83)
 NK0385_MARKER: R = RIVET
 NK0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0385_SP_SET: CULVERT
 NK0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0385
 NK0385  HISTORY     - Date     Condition        Report By
 NK0385  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0385  HISTORY     - 1934     GOOD             NGS
 NK0385
 NK0385                          STATION DESCRIPTION
 NK0385
 NK0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0385'2.1 MI W FROM AMES.
 NK0385'2.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0385'THE STATION AT AMES, STORY COUNTY, 240 YARDS EAST OF AN
 NK0385'OVERPASS, AT CULVERT 569, IN THE WEST END OF THE SOUTH HEADWALL,
 NK0385'AND 12.0 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK.  A
 NK0385'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0384 ***********************************************************************
 NK0384  DESIGNATION -  RV 571
 NK0384  PID         -  NK0384
 NK0384  STATE/COUNTY-  IA/STORY
 NK0384  USGS QUAD   -  AMES WEST (1975)
 NK0384
 NK0384                         *CURRENT SURVEY CONTROL
 NK0384  ___________________________________________________________________
 NK0384* NAD 83(1986)-  42 02 13.     (N)    093 40 40.     (W)     SCALED    
 NK0384* NAVD 88     -       304.313  (meters)     998.40   (feet)  ADJUSTED  
 NK0384  ___________________________________________________________________
 NK0384  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 NK0384  DYNAMIC HT  -         304.213 (meters)     998.07  (feet)  COMP
 NK0384  MODELED GRAV-     980,285.0   (mgal)                       NAVD 88
 NK0384
 NK0384  VERT ORDER  -  SECOND    CLASS 0
 NK0384
 NK0384.The horizontal coordinates were scaled from a topographic map and have
 NK0384.an estimated accuracy of +/- 6 seconds.
 NK0384
 NK0384.The orthometric height was determined by differential leveling
 NK0384.and adjusted by the National Geodetic Survey in June 1991..
 NK0384
 NK0384.The geoid height was determined by GEOID03.
 NK0384
 NK0384.The dynamic height is computed by dividing the NAVD 88
 NK0384.geopotential number by the normal gravity value computed on the
 NK0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0384.degrees latitude (g = 980.6199 gals.).
 NK0384
 NK0384.The modeled gravity was interpolated from observed gravity values.
 NK0384
 NK0384;                    North         East    Units  Estimated Accuracy
 NK0384;SPC IA N     - 1,059,660.    1,485,280.      MT  (+/- 180 meters Scaled)
 NK0384
 NK0384                          SUPERSEDED SURVEY CONTROL
 NK0384
 NK0384  NGVD 29 (??/??/92)  304.275  (m)          998.28   (f) ADJ UNCH    2 0
 NK0384
 NK0384.Superseded values are not recommended for survey control.
 NK0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0384.See file dsdata.txt to determine how the superseded data were derived.
 NK0384
 NK0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG439541(NAD 83)
 NK0384_MARKER: R = RIVET
 NK0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0384_SP_SET: CULVERT
 NK0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0384
 NK0384  HISTORY     - Date     Condition        Report By
 NK0384  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0384  HISTORY     - 1934     GOOD             NGS
 NK0384
 NK0384                          STATION DESCRIPTION
 NK0384
 NK0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0384'2.9 MI W FROM AMES.
 NK0384'2.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0384'THE STATION AT AMES, STORY COUNTY, 0.2 MILE EAST OF THE ELEVATOR
 NK0384'AT ONTARIO, AT CULVERT 571, IN THE WEST END OF THE NORTH STONE
 NK0384'HEADWALL, AND 10.0 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 NK0384'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0382 ***********************************************************************
 NK0382  DESIGNATION -  RV 574
 NK0382  PID         -  NK0382
 NK0382  STATE/COUNTY-  IA/STORY
 NK0382  USGS QUAD   -  AMES WEST (1975)
 NK0382
 NK0382                         *CURRENT SURVEY CONTROL
 NK0382  ___________________________________________________________________
 NK0382* NAD 83(1986)-  42 02 21.     (N)    093 41 55.     (W)     SCALED    
 NK0382* NAVD 88     -       308.181  (meters)    1011.09   (feet)  ADJUSTED  
 NK0382  ___________________________________________________________________
 NK0382  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 NK0382  DYNAMIC HT  -         308.081 (meters)    1010.76  (feet)  COMP
 NK0382  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 NK0382
 NK0382  VERT ORDER  -  SECOND    CLASS 0
 NK0382
 NK0382.The horizontal coordinates were scaled from a topographic map and have
 NK0382.an estimated accuracy of +/- 6 seconds.
 NK0382
 NK0382.The orthometric height was determined by differential leveling
 NK0382.and adjusted by the National Geodetic Survey in June 1991..
 NK0382
 NK0382.The geoid height was determined by GEOID03.
 NK0382
 NK0382.The dynamic height is computed by dividing the NAVD 88
 NK0382.geopotential number by the normal gravity value computed on the
 NK0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0382.degrees latitude (g = 980.6199 gals.).
 NK0382
 NK0382.The modeled gravity was interpolated from observed gravity values.
 NK0382
 NK0382;                    North         East    Units  Estimated Accuracy
 NK0382;SPC IA N     - 1,059,910.    1,483,560.      MT  (+/- 180 meters Scaled)
 NK0382
 NK0382                          SUPERSEDED SURVEY CONTROL
 NK0382
 NK0382  NGVD 29 (??/??/92)  308.146  (m)         1010.98   (f) ADJ UNCH    2 0
 NK0382
 NK0382.Superseded values are not recommended for survey control.
 NK0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0382.See file dsdata.txt to determine how the superseded data were derived.
 NK0382
 NK0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG421543(NAD 83)
 NK0382_MARKER: R = RIVET
 NK0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0382_SP_SET: BRIDGE
 NK0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0382
 NK0382  HISTORY     - Date     Condition        Report By
 NK0382  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0382  HISTORY     - 1934     GOOD             NGS
 NK0382
 NK0382                          STATION DESCRIPTION
 NK0382
 NK0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0382'4 MI W FROM AMES.
 NK0382'4.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0382'THE STATION AT AMES, 0.8 MILE WEST OF THE ELEVATOR AT ONTARIO,
 NK0382'AT OVERPASS BRIDGE 574, IN THE TOP OF THE NORTH END OF THE TOP
 NK0382'CONCRETE OF THE EAST ABUTMENT, AND 7.0 FEET NORTH OF THE NORTH
 NK0382'RAIL OF THE NORTH TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0381 ***********************************************************************
 NK0381  DESIGNATION -  RV 578
 NK0381  PID         -  NK0381
 NK0381  STATE/COUNTY-  IA/BOONE
 NK0381  USGS QUAD   -  AMES WEST (1975)
 NK0381
 NK0381                         *CURRENT SURVEY CONTROL
 NK0381  ___________________________________________________________________
 NK0381* NAD 83(1986)-  42 02 29.     (N)    093 43 06.     (W)     SCALED    
 NK0381* NAVD 88     -       313.728  (meters)    1029.29   (feet)  ADJUSTED  
 NK0381  ___________________________________________________________________
 NK0381  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 NK0381  DYNAMIC HT  -         313.627 (meters)    1028.96  (feet)  COMP
 NK0381  MODELED GRAV-     980,290.8   (mgal)                       NAVD 88
 NK0381
 NK0381  VERT ORDER  -  SECOND    CLASS 0
 NK0381
 NK0381.The horizontal coordinates were scaled from a topographic map and have
 NK0381.an estimated accuracy of +/- 6 seconds.
 NK0381
 NK0381.The orthometric height was determined by differential leveling
 NK0381.and adjusted by the National Geodetic Survey in June 1991..
 NK0381
 NK0381.The geoid height was determined by GEOID03.
 NK0381
 NK0381.The dynamic height is computed by dividing the NAVD 88
 NK0381.geopotential number by the normal gravity value computed on the
 NK0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0381.degrees latitude (g = 980.6199 gals.).
 NK0381
 NK0381.The modeled gravity was interpolated from observed gravity values.
 NK0381
 NK0381;                    North         East    Units  Estimated Accuracy
 NK0381;SPC IA N     - 1,060,160.    1,481,920.      MT  (+/- 180 meters Scaled)
 NK0381
 NK0381                          SUPERSEDED SURVEY CONTROL
 NK0381
 NK0381  NGVD 29 (??/??/92)  313.692  (m)         1029.17   (f) ADJ UNCH    2 0
 NK0381
 NK0381.Superseded values are not recommended for survey control.
 NK0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0381.See file dsdata.txt to determine how the superseded data were derived.
 NK0381
 NK0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG405546(NAD 83)
 NK0381_MARKER: R = RIVET
 NK0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0381_SP_SET: BRIDGE
 NK0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0381
 NK0381  HISTORY     - Date     Condition        Report By
 NK0381  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0381  HISTORY     - 1934     GOOD             NGS
 NK0381
 NK0381                          STATION DESCRIPTION
 NK0381
 NK0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0381'4.8 MI W FROM AMES.
 NK0381'IN BOONE COUNTY, 4.8 MILES WEST ALONG THE CHICAGO AND NORTH
 NK0381'WESTERN RAILWAY FROM THE STATION AT AMES, STORY COUNTY, ABOUT
 NK0381'1.8 MILES WEST OF THE ELEVATORS AT ONTARIO, STORY COUNTY, AT
 NK0381'OVERPASS BRIDGE 578, IN THE TOP OF THE NORTH END OF THE TOP
 NK0381'COURSE OF STONE OF THE WEST ABUTMENT, AND 10.0 FEET NORTH OF THE
 NK0381'NORTH RAIL OF THE NORTH TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0379 ***********************************************************************
 NK0379  DESIGNATION -  RV 581
 NK0379  PID         -  NK0379
 NK0379  STATE/COUNTY-  IA/BOONE
 NK0379  USGS QUAD   -  AMES WEST (1975)
 NK0379
 NK0379                         *CURRENT SURVEY CONTROL
 NK0379  ___________________________________________________________________
 NK0379* NAD 83(1986)-  42 02 33.     (N)    093 43 52.     (W)     SCALED    
 NK0379* NAVD 88     -       315.618  (meters)    1035.49   (feet)  ADJUSTED  
 NK0379  ___________________________________________________________________
 NK0379  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 NK0379  DYNAMIC HT  -         315.517 (meters)    1035.16  (feet)  COMP
 NK0379  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 NK0379
 NK0379  VERT ORDER  -  SECOND    CLASS 0
 NK0379
 NK0379.The horizontal coordinates were scaled from a topographic map and have
 NK0379.an estimated accuracy of +/- 6 seconds.
 NK0379
 NK0379.The orthometric height was determined by differential leveling
 NK0379.and adjusted by the National Geodetic Survey in June 1991..
 NK0379
 NK0379.The geoid height was determined by GEOID03.
 NK0379
 NK0379.The dynamic height is computed by dividing the NAVD 88
 NK0379.geopotential number by the normal gravity value computed on the
 NK0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0379.degrees latitude (g = 980.6199 gals.).
 NK0379
 NK0379.The modeled gravity was interpolated from observed gravity values.
 NK0379
 NK0379;                    North         East    Units  Estimated Accuracy
 NK0379;SPC IA N     - 1,060,290.    1,480,870.      MT  (+/- 180 meters Scaled)
 NK0379
 NK0379                          SUPERSEDED SURVEY CONTROL
 NK0379
 NK0379  NGVD 29 (??/??/92)  315.581  (m)         1035.37   (f) ADJ UNCH    2 0
 NK0379
 NK0379.Superseded values are not recommended for survey control.
 NK0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0379.See file dsdata.txt to determine how the superseded data were derived.
 NK0379
 NK0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG394547(NAD 83)
 NK0379_MARKER: R = RIVET
 NK0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0379_SP_SET: CULVERT
 NK0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0379
 NK0379  HISTORY     - Date     Condition        Report By
 NK0379  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0379  HISTORY     - 1934     GOOD             NGS
 NK0379
 NK0379                          STATION DESCRIPTION
 NK0379
 NK0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0379'5.5 MI W FROM AMES.
 NK0379'IN BOONE COUNTY, 5.5 MILES WEST ALONG THE CHICAGO AND NORTH
 NK0379'WESTERN RAILWAY FROM THE STATION AT AMES, STORY COUNTY, 2.8
 NK0379'MILES EAST OF JORDAN, BOONE COUNTY, 70 YARDS WEST OF MILEPOST
 NK0379'195, AT CULVERT 581, IN THE TOP OF THE EAST END OF THE SOUTH
 NK0379'STONE HEADWALL, AND 7.0 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 NK0379'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0377 ***********************************************************************
 NK0377  DESIGNATION -  RV 585
 NK0377  PID         -  NK0377
 NK0377  STATE/COUNTY-  IA/BOONE
 NK0377  USGS QUAD   -  BOONE EAST (1976)
 NK0377
 NK0377                         *CURRENT SURVEY CONTROL
 NK0377  ___________________________________________________________________
 NK0377* NAD 83(1986)-  42 02 46.     (N)    093 45 38.     (W)     SCALED    
 NK0377* NAVD 88     -       325.011  (meters)    1066.31   (feet)  ADJUSTED  
 NK0377  ___________________________________________________________________
 NK0377  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 NK0377  DYNAMIC HT  -         324.909 (meters)    1065.97  (feet)  COMP
 NK0377  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 NK0377
 NK0377  VERT ORDER  -  SECOND    CLASS 0
 NK0377
 NK0377.The horizontal coordinates were scaled from a topographic map and have
 NK0377.an estimated accuracy of +/- 6 seconds.
 NK0377
 NK0377.The orthometric height was determined by differential leveling
 NK0377.and adjusted by the National Geodetic Survey in June 1991..
 NK0377
 NK0377.The geoid height was determined by GEOID03.
 NK0377
 NK0377.The dynamic height is computed by dividing the NAVD 88
 NK0377.geopotential number by the normal gravity value computed on the
 NK0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0377.degrees latitude (g = 980.6199 gals.).
 NK0377
 NK0377.The modeled gravity was interpolated from observed gravity values.
 NK0377
 NK0377;                    North         East    Units  Estimated Accuracy
 NK0377;SPC IA N     - 1,060,690.    1,478,430.      MT  (+/- 180 meters Scaled)
 NK0377
 NK0377                          SUPERSEDED SURVEY CONTROL
 NK0377
 NK0377  NGVD 29 (??/??/92)  324.983  (m)         1066.22   (f) ADJ UNCH    2 0
 NK0377
 NK0377.Superseded values are not recommended for survey control.
 NK0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0377.See file dsdata.txt to determine how the superseded data were derived.
 NK0377
 NK0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG370551(NAD 83)
 NK0377_MARKER: R = RIVET
 NK0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0377_SP_SET: BRIDGE
 NK0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0377
 NK0377  HISTORY     - Date     Condition        Report By
 NK0377  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0377  HISTORY     - 1934     GOOD             NGS
 NK0377
 NK0377                          STATION DESCRIPTION
 NK0377
 NK0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0377'6.5 MI E FROM BOONE.
 NK0377'6.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0377'THE STATION AT BOONE, 1.3 MILES EAST OF JORDAN, AT BRIDGE 585,
 NK0377'IN THE WEST END OF THE TOP COURSE OF THE NORTH HEADWALL, AND
 NK0377'12.0 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK.  A
 NK0377'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0376 ***********************************************************************
 NK0376  DESIGNATION -  RV 587
 NK0376  PID         -  NK0376
 NK0376  STATE/COUNTY-  IA/BOONE
 NK0376  USGS QUAD   -  BOONE EAST (1976)
 NK0376
 NK0376                         *CURRENT SURVEY CONTROL
 NK0376  ___________________________________________________________________
 NK0376* NAD 83(1986)-  42 02 59.     (N)    093 47 35.     (W)     SCALED    
 NK0376* NAVD 88     -       343.316  (meters)    1126.36   (feet)  ADJUSTED  
 NK0376  ___________________________________________________________________
 NK0376  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 NK0376  DYNAMIC HT  -         343.210 (meters)    1126.01  (feet)  COMP
 NK0376  MODELED GRAV-     980,302.4   (mgal)                       NAVD 88
 NK0376
 NK0376  VERT ORDER  -  SECOND    CLASS 0
 NK0376
 NK0376.The horizontal coordinates were scaled from a topographic map and have
 NK0376.an estimated accuracy of +/- 6 seconds.
 NK0376
 NK0376.The orthometric height was determined by differential leveling
 NK0376.and adjusted by the National Geodetic Survey in June 1991..
 NK0376
 NK0376.The geoid height was determined by GEOID03.
 NK0376
 NK0376.The dynamic height is computed by dividing the NAVD 88
 NK0376.geopotential number by the normal gravity value computed on the
 NK0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0376.degrees latitude (g = 980.6199 gals.).
 NK0376
 NK0376.The modeled gravity was interpolated from observed gravity values.
 NK0376
 NK0376;                    North         East    Units  Estimated Accuracy
 NK0376;SPC IA N     - 1,061,100.    1,475,740.      MT  (+/- 180 meters Scaled)
 NK0376
 NK0376                          SUPERSEDED SURVEY CONTROL
 NK0376
 NK0376  NGVD 29 (??/??/92)  343.293  (m)         1126.29   (f) ADJ UNCH    2 0
 NK0376
 NK0376.Superseded values are not recommended for survey control.
 NK0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0376.See file dsdata.txt to determine how the superseded data were derived.
 NK0376
 NK0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG343556(NAD 83)
 NK0376_MARKER: R = RIVET
 NK0376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0376_SP_SET: BRIDGE
 NK0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0376
 NK0376  HISTORY     - Date     Condition        Report By
 NK0376  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0376  HISTORY     - 1934     GOOD             NGS
 NK0376
 NK0376                          STATION DESCRIPTION
 NK0376
 NK0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0376'4.8 MI E FROM BOONE.
 NK0376'4.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0376'THE STATION AT BOONE, 0.4 MILE WEST OF THE STATION AT JORDAN,
 NK0376'0.2 MILE WEST OF MILEPOST 198, AT BRIDGE 587, IN THE TOP OF THE
 NK0376'NORTH END OF THE EAST ABUTMENT, AND 7.0 FEET NORTH OF THE NORTH
 NK0376'RAIL OF THE NORTH TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0371 ***********************************************************************
 NK0371  DESIGNATION -  RV 593
 NK0371  PID         -  NK0371
 NK0371  STATE/COUNTY-  IA/BOONE
 NK0371  USGS QUAD   -  BOONE EAST (1976)
 NK0371
 NK0371                         *CURRENT SURVEY CONTROL
 NK0371  ___________________________________________________________________
 NK0371* NAD 83(1986)-  42 03 20.     (N)    093 49 59.     (W)     SCALED    
 NK0371* NAVD 88     -       353.423  (meters)    1159.52   (feet)  ADJUSTED  
 NK0371  ___________________________________________________________________
 NK0371  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 NK0371  DYNAMIC HT  -         353.316 (meters)    1159.17  (feet)  COMP
 NK0371  MODELED GRAV-     980,309.3   (mgal)                       NAVD 88
 NK0371
 NK0371  VERT ORDER  -  SECOND    CLASS 0
 NK0371
 NK0371.The horizontal coordinates were scaled from a topographic map and have
 NK0371.an estimated accuracy of +/- 6 seconds.
 NK0371
 NK0371.The orthometric height was determined by differential leveling
 NK0371.and adjusted by the National Geodetic Survey in June 1991..
 NK0371
 NK0371.The geoid height was determined by GEOID03.
 NK0371
 NK0371.The dynamic height is computed by dividing the NAVD 88
 NK0371.geopotential number by the normal gravity value computed on the
 NK0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0371.degrees latitude (g = 980.6199 gals.).
 NK0371
 NK0371.The modeled gravity was interpolated from observed gravity values.
 NK0371
 NK0371;                    North         East    Units  Estimated Accuracy
 NK0371;SPC IA N     - 1,061,760.    1,472,430.      MT  (+/- 180 meters Scaled)
 NK0371
 NK0371                          SUPERSEDED SURVEY CONTROL
 NK0371
 NK0371  NGVD 29 (??/??/92)  353.388  (m)         1159.41   (f) ADJ UNCH    2 0
 NK0371
 NK0371.Superseded values are not recommended for survey control.
 NK0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0371.See file dsdata.txt to determine how the superseded data were derived.
 NK0371
 NK0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG310562(NAD 83)
 NK0371_MARKER: R = RIVET
 NK0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0371_SP_SET: CULVERT
 NK0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0371
 NK0371  HISTORY     - Date     Condition        Report By
 NK0371  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0371  HISTORY     - 1934     GOOD             NGS
 NK0371
 NK0371                          STATION DESCRIPTION
 NK0371
 NK0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0371'2.6 MI E FROM BOONE.
 NK0371'2.6 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0371'THE STATION AT BOONE, 0.2 MILE WEST OF AN OVERPASS CROSSING, AT
 NK0371'CULVERT 593, IN THE NORTHWEST CORNER OF THE NORTH HEADWALL, AND
 NK0371'10.0 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK.  A STANDARD
 NK0371'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0370 ***********************************************************************
 NK0370  DESIGNATION -  RV 596
 NK0370  PID         -  NK0370
 NK0370  STATE/COUNTY-  IA/BOONE
 NK0370  USGS QUAD   -  BOONE EAST (1976)
 NK0370
 NK0370                         *CURRENT SURVEY CONTROL
 NK0370  ___________________________________________________________________
 NK0370* NAD 83(1986)-  42 03 31.     (N)    093 50 50.     (W)     SCALED    
 NK0370* NAVD 88     -       351.788  (meters)    1154.16   (feet)  ADJUSTED  
 NK0370  ___________________________________________________________________
 NK0370  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 NK0370  DYNAMIC HT  -         351.683 (meters)    1153.81  (feet)  COMP
 NK0370  MODELED GRAV-     980,311.6   (mgal)                       NAVD 88
 NK0370
 NK0370  VERT ORDER  -  SECOND    CLASS 0
 NK0370
 NK0370.The horizontal coordinates were scaled from a topographic map and have
 NK0370.an estimated accuracy of +/- 6 seconds.
 NK0370
 NK0370.The orthometric height was determined by differential leveling
 NK0370.and adjusted by the National Geodetic Survey in June 1991..
 NK0370
 NK0370.The geoid height was determined by GEOID03.
 NK0370
 NK0370.The dynamic height is computed by dividing the NAVD 88
 NK0370.geopotential number by the normal gravity value computed on the
 NK0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0370.degrees latitude (g = 980.6199 gals.).
 NK0370
 NK0370.The modeled gravity was interpolated from observed gravity values.
 NK0370
 NK0370;                    North         East    Units  Estimated Accuracy
 NK0370;SPC IA N     - 1,062,110.    1,471,260.      MT  (+/- 180 meters Scaled)
 NK0370
 NK0370                          SUPERSEDED SURVEY CONTROL
 NK0370
 NK0370  NGVD 29 (??/??/92)  351.749  (m)         1154.03   (f) ADJ UNCH    2 0
 NK0370
 NK0370.Superseded values are not recommended for survey control.
 NK0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0370.See file dsdata.txt to determine how the superseded data were derived.
 NK0370
 NK0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG298566(NAD 83)
 NK0370_MARKER: R = RIVET
 NK0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0370_SP_SET: CULVERT
 NK0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0370
 NK0370  HISTORY     - Date     Condition        Report By
 NK0370  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0370  HISTORY     - 1934     GOOD             NGS
 NK0370
 NK0370                          STATION DESCRIPTION
 NK0370
 NK0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0370'1.8 MI E FROM BOONE.
 NK0370'1.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0370'THE STATION AT BOONE, 0.2 MILE WEST OF MILEPOST 201, AT CULVERT
 NK0370'596, IN THE EAST END OF THE SOUTH CONCRETE HEADWALL, 36.0 FEET
 NK0370'SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, AND 24 FEET
 NK0370'SOUTH OF THE SOUTH RAIL OF A PASSING TRACK.  A STANDARD
 NK0370'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0126 ***********************************************************************
 NL0126  DESIGNATION -  RV 6
 NL0126  PID         -  NL0126
 NL0126  STATE/COUNTY-  IA/CARROLL
 NL0126  USGS QUAD   -  BREDA (1980)
 NL0126
 NL0126                         *CURRENT SURVEY CONTROL
 NL0126  ___________________________________________________________________
 NL0126* NAD 83(1986)-  42 12 12.     (N)    094 59 06.     (W)     SCALED    
 NL0126* NAVD 88     -       408.053  (meters)    1338.75   (feet)  ADJUSTED  
 NL0126  ___________________________________________________________________
 NL0126  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 NL0126  DYNAMIC HT  -         407.887 (meters)    1338.21  (feet)  COMP
 NL0126  MODELED GRAV-     980,202.3   (mgal)                       NAVD 88
 NL0126
 NL0126  VERT ORDER  -  SECOND    CLASS 0
 NL0126
 NL0126.The horizontal coordinates were scaled from a topographic map and have
 NL0126.an estimated accuracy of +/- 6 seconds.
 NL0126
 NL0126.The orthometric height was determined by differential leveling
 NL0126.and adjusted by the National Geodetic Survey in June 1991..
 NL0126
 NL0126.The geoid height was determined by GEOID03.
 NL0126
 NL0126.The dynamic height is computed by dividing the NAVD 88
 NL0126.geopotential number by the normal gravity value computed on the
 NL0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0126.degrees latitude (g = 980.6199 gals.).
 NL0126
 NL0126.The modeled gravity was interpolated from observed gravity values.
 NL0126
 NL0126;                    North         East    Units  Estimated Accuracy
 NL0126;SPC IA N     - 1,079,200.    1,377,370.      MT  (+/- 180 meters Scaled)
 NL0126
 NL0126                          SUPERSEDED SURVEY CONTROL
 NL0126
 NL0126  NGVD 29 (??/??/92)  407.927  (m)         1338.34   (f) ADJ UNCH    2 0
 NL0126
 NL0126.Superseded values are not recommended for survey control.
 NL0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0126.See file dsdata.txt to determine how the superseded data were derived.
 NL0126
 NL0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG361742(NAD 83)
 NL0126_MARKER: R = RIVET
 NL0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0126_SP_SET: CULVERT
 NL0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0126
 NL0126  HISTORY     - Date     Condition        Report By
 NL0126  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0126  HISTORY     - 1943     GOOD             NGS
 NL0126
 NL0126                          STATION DESCRIPTION
 NL0126
 NL0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0126'1.7 MI N FROM BREDA.
 NL0126'1.7 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0126'THE STATION AT BREDA, CARROLL COUNTY, AT CULVERT 1183, AND IN
 NL0126'THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL.  A
 NL0126'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0307 ***********************************************************************
 NL0307  DESIGNATION -  RV 6
 NL0307  PID         -  NL0307
 NL0307  STATE/COUNTY-  IA/SAC
 NL0307  USGS QUAD   -  SAC CITY WEST (1980)
 NL0307
 NL0307                         *CURRENT SURVEY CONTROL
 NL0307  ___________________________________________________________________
 NL0307* NAD 83(1986)-  42 26 46.     (N)    095 05 26.     (W)     SCALED    
 NL0307* NAVD 88     -       408.191  (meters)    1339.21   (feet)  ADJUSTED  
 NL0307  ___________________________________________________________________
 NL0307  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 NL0307  DYNAMIC HT  -         408.046 (meters)    1338.73  (feet)  COMP
 NL0307  MODELED GRAV-     980,255.2   (mgal)                       NAVD 88
 NL0307
 NL0307  VERT ORDER  -  FIRST     CLASS II
 NL0307
 NL0307.The horizontal coordinates were scaled from a topographic map and have
 NL0307.an estimated accuracy of +/- 6 seconds.
 NL0307
 NL0307.The orthometric height was determined by differential leveling
 NL0307.and adjusted by the National Geodetic Survey in June 1991..
 NL0307
 NL0307.The geoid height was determined by GEOID03.
 NL0307
 NL0307.The dynamic height is computed by dividing the NAVD 88
 NL0307.geopotential number by the normal gravity value computed on the
 NL0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0307.degrees latitude (g = 980.6199 gals.).
 NL0307
 NL0307.The modeled gravity was interpolated from observed gravity values.
 NL0307
 NL0307;                    North         East    Units  Estimated Accuracy
 NL0307;SPC IA N     - 1,106,320.    1,369,160.      MT  (+/- 180 meters Scaled)
 NL0307
 NL0307                          SUPERSEDED SURVEY CONTROL
 NL0307
 NL0307  NGVD 29 (??/??/92)  408.088  (m)         1338.87   (f) ADJ UNCH    1 2
 NL0307
 NL0307.Superseded values are not recommended for survey control.
 NL0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0307.See file dsdata.txt to determine how the superseded data were derived.
 NL0307
 NL0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH280014(NAD 83)
 NL0307_MARKER: R = RIVET
 NL0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0307_SP_SET: CULVERT
 NL0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0307
 NL0307  HISTORY     - Date     Condition        Report By
 NL0307  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0307  HISTORY     - 1934     GOOD             NGS
 NL0307
 NL0307                          STATION DESCRIPTION
 NL0307
 NL0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0307'3.4 MI E FROM EARLY.
 NL0307'3.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0307'FROM THE STATION AT EARLY, SAC COUNTY, IN THE SOUTHEAST QUARTER
 NL0307'OF SEC. 12, T. 88 N., R. 37 W., 0.4 MILE WEST OF MILEPOST 18-62,
 NL0307'150 FEET WEST OF THE EAST SIDE OF SECTION 12, AT CULVERT 1455,
 NL0307'IN THE TOP OF THE NORTH HEADWALL, AND 1 FOOT WEST OF THE EAST
 NL0307'END.  A STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0001 ***********************************************************************
 NL0001  DESIGNATION -  RV 623
 NL0001  PID         -  NL0001
 NL0001  STATE/COUNTY-  IA/BOONE
 NL0001  USGS QUAD   -  OGDEN (1982)
 NL0001
 NL0001                         *CURRENT SURVEY CONTROL
 NL0001  ___________________________________________________________________
 NL0001* NAD 83(1986)-  42 02 26.     (N)    094 00 46.     (W)     SCALED    
 NL0001* NAVD 88     -       332.021  (meters)    1089.31   (feet)  ADJUSTED  
 NL0001  ___________________________________________________________________
 NL0001  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 NL0001  DYNAMIC HT  -         331.924 (meters)    1088.99  (feet)  COMP
 NL0001  MODELED GRAV-     980,321.0   (mgal)                       NAVD 88
 NL0001
 NL0001  VERT ORDER  -  SECOND    CLASS 0
 NL0001
 NL0001.The horizontal coordinates were scaled from a topographic map and have
 NL0001.an estimated accuracy of +/- 6 seconds.
 NL0001
 NL0001.The orthometric height was determined by differential leveling
 NL0001.and adjusted by the National Geodetic Survey in June 1991..
 NL0001
 NL0001.The geoid height was determined by GEOID03.
 NL0001
 NL0001.The dynamic height is computed by dividing the NAVD 88
 NL0001.geopotential number by the normal gravity value computed on the
 NL0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0001.degrees latitude (g = 980.6199 gals.).
 NL0001
 NL0001.The modeled gravity was interpolated from observed gravity values.
 NL0001
 NL0001;                    North         East    Units  Estimated Accuracy
 NL0001;SPC IA N     - 1,060,170.    1,457,540.      MT  (+/- 180 meters Scaled)
 NL0001
 NL0001                          SUPERSEDED SURVEY CONTROL
 NL0001
 NL0001  NGVD 29 (??/??/92)  332.016  (m)         1089.29   (f) ADJ UNCH    2 0
 NL0001
 NL0001.Superseded values are not recommended for survey control.
 NL0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0001.See file dsdata.txt to determine how the superseded data were derived.
 NL0001
 NL0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG161547(NAD 83)
 NL0001_MARKER: R = RIVET
 NL0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0001_SP_SET: CULVERT
 NL0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0001
 NL0001  HISTORY     - Date     Condition        Report By
 NL0001  HISTORY     - UNK      MONUMENTED       CGS
 NL0001  HISTORY     - 1934     GOOD             NGS
 NL0001
 NL0001                          STATION DESCRIPTION
 NL0001
 NL0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0001'1.2 MI E FROM OGDEN.
 NL0001'1.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0001'FROM THE STATION AT OGDEN, BOONE COUNTY, 85 YARDS EAST OF A
 NL0001'SIGNAL CONTROL BOX, AT CULVERT B 623, IN THE MIDDLE STONE OF THE
 NL0001'WEST HEADWALL, AND 15.0 FEET NORTH OF THE NORTH RAIL OF THE
 NL0001'NORTH TRACK.  A STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0127 ***********************************************************************
 NL0127  DESIGNATION -  RV 7
 NL0127  PID         -  NL0127
 NL0127  STATE/COUNTY-  IA/CARROLL
 NL0127  USGS QUAD   -  BREDA (1980)
 NL0127
 NL0127                         *CURRENT SURVEY CONTROL
 NL0127  ___________________________________________________________________
 NL0127* NAD 83(1986)-  42 11 54.     (N)    094 58 50.     (W)     SCALED    
 NL0127* NAVD 88     -       411.603  (meters)    1350.40   (feet)  ADJUSTED  
 NL0127  ___________________________________________________________________
 NL0127  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 NL0127  DYNAMIC HT  -         411.435 (meters)    1349.85  (feet)  COMP
 NL0127  MODELED GRAV-     980,201.3   (mgal)                       NAVD 88
 NL0127
 NL0127  VERT ORDER  -  SECOND    CLASS 0
 NL0127
 NL0127.The horizontal coordinates were scaled from a topographic map and have
 NL0127.an estimated accuracy of +/- 6 seconds.
 NL0127
 NL0127.The orthometric height was determined by differential leveling
 NL0127.and adjusted by the National Geodetic Survey in June 1991..
 NL0127
 NL0127.The geoid height was determined by GEOID03.
 NL0127
 NL0127.The dynamic height is computed by dividing the NAVD 88
 NL0127.geopotential number by the normal gravity value computed on the
 NL0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0127.degrees latitude (g = 980.6199 gals.).
 NL0127
 NL0127.The modeled gravity was interpolated from observed gravity values.
 NL0127
 NL0127;                    North         East    Units  Estimated Accuracy
 NL0127;SPC IA N     - 1,078,640.    1,377,730.      MT  (+/- 180 meters Scaled)
 NL0127
 NL0127                          SUPERSEDED SURVEY CONTROL
 NL0127
 NL0127  NGVD 29 (??/??/92)  411.477  (m)         1349.99   (f) ADJ UNCH    2 0
 NL0127
 NL0127.Superseded values are not recommended for survey control.
 NL0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0127.See file dsdata.txt to determine how the superseded data were derived.
 NL0127
 NL0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG364736(NAD 83)
 NL0127_MARKER: R = RIVET
 NL0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0127_SP_SET: CULVERT
 NL0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0127
 NL0127  HISTORY     - Date     Condition        Report By
 NL0127  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0127  HISTORY     - 1943     GOOD             NGS
 NL0127
 NL0127                          STATION DESCRIPTION
 NL0127
 NL0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0127'1.3 MI N FROM BREDA.
 NL0127'1.3 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0127'THE STATION AT BREDA, CARROLL COUNTY, AT CULVERT 1181, AND IN
 NL0127'THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL.  A
 NL0127'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0309 ***********************************************************************
 NL0309  DESIGNATION -  RV 7
 NL0309  PID         -  NL0309
 NL0309  STATE/COUNTY-  IA/SAC
 NL0309  USGS QUAD   -  EARLY (1980)
 NL0309
 NL0309                         *CURRENT SURVEY CONTROL
 NL0309  ___________________________________________________________________
 NL0309* NAD 83(1986)-  42 27 43.     (N)    095 10 00.     (W)     SCALED    
 NL0309* NAVD 88     -       403.986  (meters)    1325.41   (feet)  ADJUSTED  
 NL0309  ___________________________________________________________________
 NL0309  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 NL0309  DYNAMIC HT  -         403.842 (meters)    1324.94  (feet)  COMP
 NL0309  MODELED GRAV-     980,253.4   (mgal)                       NAVD 88
 NL0309
 NL0309  VERT ORDER  -  FIRST     CLASS II
 NL0309
 NL0309.The horizontal coordinates were scaled from a topographic map and have
 NL0309.an estimated accuracy of +/- 6 seconds.
 NL0309
 NL0309.The orthometric height was determined by differential leveling
 NL0309.and adjusted by the National Geodetic Survey in June 1991..
 NL0309
 NL0309.The geoid height was determined by GEOID03.
 NL0309
 NL0309.The dynamic height is computed by dividing the NAVD 88
 NL0309.geopotential number by the normal gravity value computed on the
 NL0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0309.degrees latitude (g = 980.6199 gals.).
 NL0309
 NL0309.The modeled gravity was interpolated from observed gravity values.
 NL0309
 NL0309;                    North         East    Units  Estimated Accuracy
 NL0309;SPC IA N     - 1,108,200.    1,362,930.      MT  (+/- 180 meters Scaled)
 NL0309
 NL0309                          SUPERSEDED SURVEY CONTROL
 NL0309
 NL0309  NGVD 29 (??/??/92)  403.880  (m)         1325.06   (f) ADJ UNCH    1 2
 NL0309
 NL0309.Superseded values are not recommended for survey control.
 NL0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0309.See file dsdata.txt to determine how the superseded data were derived.
 NL0309
 NL0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH218033(NAD 83)
 NL0309_MARKER: R = RIVET
 NL0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0309_SP_SET: CULVERT
 NL0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0309
 NL0309  HISTORY     - Date     Condition        Report By
 NL0309  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0309  HISTORY     - 1934     GOOD             NGS
 NL0309
 NL0309                          STATION DESCRIPTION
 NL0309
 NL0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0309'0.8 MI W FROM EARLY.
 NL0309'3/4 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0309'EARLY, SAC COUNTY, IN THE SOUTHWEST QUARTER OF SEC. 4, T. 88
 NL0309'N., R. 37 W 0.5 MILE WEST OF MILEPOST 22, 60 YARDS EAST OF THE
 NL0309'ROAD ALONG THE WEST SIDE OF SECTION 4, AT CULVERT 1468, AND IN
 NL0309'THE TOP OF THE SOUTHEAST SIDE OF SECTION 4, AT CULVERT 1468,
 NL0309'AND IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH STONE
 NL0309'HEADWALL.  A STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0129 ***********************************************************************
 NL0129  DESIGNATION -  RV 8
 NL0129  PID         -  NL0129
 NL0129  STATE/COUNTY-  IA/CARROLL
 NL0129  USGS QUAD   -  BREDA (1980)
 NL0129
 NL0129                         *CURRENT SURVEY CONTROL
 NL0129  ___________________________________________________________________
 NL0129* NAD 83(1986)-  42 10 55.     (N)    094 58 29.     (W)     SCALED    
 NL0129* NAVD 88     -       416.918  (meters)    1367.84   (feet)  ADJUSTED  
 NL0129  ___________________________________________________________________
 NL0129  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 NL0129  DYNAMIC HT  -         416.746 (meters)    1367.27  (feet)  COMP
 NL0129  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 NL0129
 NL0129  VERT ORDER  -  SECOND    CLASS 0
 NL0129
 NL0129.The horizontal coordinates were scaled from a topographic map and have
 NL0129.an estimated accuracy of +/- 6 seconds.
 NL0129
 NL0129.The orthometric height was determined by differential leveling
 NL0129.and adjusted by the National Geodetic Survey in June 1991..
 NL0129
 NL0129.The geoid height was determined by GEOID03.
 NL0129
 NL0129.The dynamic height is computed by dividing the NAVD 88
 NL0129.geopotential number by the normal gravity value computed on the
 NL0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0129.degrees latitude (g = 980.6199 gals.).
 NL0129
 NL0129.The modeled gravity was interpolated from observed gravity values.
 NL0129
 NL0129;                    North         East    Units  Estimated Accuracy
 NL0129;SPC IA N     - 1,076,810.    1,378,180.      MT  (+/- 180 meters Scaled)
 NL0129
 NL0129                          SUPERSEDED SURVEY CONTROL
 NL0129
 NL0129  NGVD 29 (??/??/92)  416.791  (m)         1367.42   (f) ADJ UNCH    2 0
 NL0129
 NL0129.Superseded values are not recommended for survey control.
 NL0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0129.See file dsdata.txt to determine how the superseded data were derived.
 NL0129
 NL0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG369718(NAD 83)
 NL0129_MARKER: R = RIVET
 NL0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0129_SP_SET: PLATFORM
 NL0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0129
 NL0129  HISTORY     - Date     Condition        Report By
 NL0129  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0129  HISTORY     - 1943     GOOD             NGS
 NL0129
 NL0129                          STATION DESCRIPTION
 NL0129
 NL0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0129'AT BREDA.
 NL0129'AT BREDA, CARROLL COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NL0129'RAILWAY, AT THE STATION, OPPOSITE THE OPERATORS WINDOW, AND IN
 NL0129'THE CONCRETE CURB OF THE PLATFORM.  A STANDARD MONEL-METAL
 NL0129'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0312 ***********************************************************************
 NL0312  DESIGNATION -  RV 8
 NL0312  PID         -  NL0312
 NL0312  STATE/COUNTY-  IA/SAC
 NL0312  USGS QUAD   -  EARLY (1980)
 NL0312
 NL0312                         *CURRENT SURVEY CONTROL
 NL0312  ___________________________________________________________________
 NL0312* NAD 83(1986)-  42 28 14.     (N)    095 10 50.     (W)     SCALED    
 NL0312* NAVD 88     -       398.362  (meters)    1306.96   (feet)  ADJUSTED  
 NL0312  ___________________________________________________________________
 NL0312  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 NL0312  DYNAMIC HT  -         398.220 (meters)    1306.49  (feet)  COMP
 NL0312  MODELED GRAV-     980,254.0   (mgal)                       NAVD 88
 NL0312
 NL0312  VERT ORDER  -  FIRST     CLASS II
 NL0312
 NL0312.The horizontal coordinates were scaled from a topographic map and have
 NL0312.an estimated accuracy of +/- 6 seconds.
 NL0312
 NL0312.The orthometric height was determined by differential leveling
 NL0312.and adjusted by the National Geodetic Survey in June 1991..
 NL0312
 NL0312.The geoid height was determined by GEOID03.
 NL0312
 NL0312.The dynamic height is computed by dividing the NAVD 88
 NL0312.geopotential number by the normal gravity value computed on the
 NL0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0312.degrees latitude (g = 980.6199 gals.).
 NL0312
 NL0312.The modeled gravity was interpolated from observed gravity values.
 NL0312
 NL0312;                    North         East    Units  Estimated Accuracy
 NL0312;SPC IA N     - 1,109,180.    1,361,810.      MT  (+/- 180 meters Scaled)
 NL0312
 NL0312                          SUPERSEDED SURVEY CONTROL
 NL0312
 NL0312  NGVD 29 (??/??/92)  398.256  (m)         1306.61   (f) ADJ UNCH    1 2
 NL0312
 NL0312.Superseded values are not recommended for survey control.
 NL0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0312.See file dsdata.txt to determine how the superseded data were derived.
 NL0312
 NL0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH207043(NAD 83)
 NL0312_MARKER: R = RIVET
 NL0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0312_SP_SET: CULVERT
 NL0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0312
 NL0312  HISTORY     - Date     Condition        Report By
 NL0312  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0312  HISTORY     - 1934     GOOD             NGS
 NL0312
 NL0312                          STATION DESCRIPTION
 NL0312
 NL0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0312'1.8 MI W FROM EARLY.
 NL0312'1-3/4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0312'FROM EARLY, SAC COUNTY, IN SEC. 5, T. 88 N., 37 W., 0.5 MILE
 NL0312'WEST OF MILEPOST 23, AT CULVERT 1472, AND IN THE TOP OF THE
 NL0312'SOUTHEAST CORNER OF THE SOUTH STONE HEADWALL.  A STANDARD MONEL
 NL0312'METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0132 ***********************************************************************
 NL0132  DESIGNATION -  RV 9
 NL0132  PID         -  NL0132
 NL0132  STATE/COUNTY-  IA/CARROLL
 NL0132  USGS QUAD   -  BREDA (1980)
 NL0132
 NL0132                         *CURRENT SURVEY CONTROL
 NL0132  ___________________________________________________________________
 NL0132* NAD 83(1986)-  42 07 51.     (N)    094 58 23.     (W)     SCALED    
 NL0132* NAVD 88     -       393.146  (meters)    1289.85   (feet)  ADJUSTED  
 NL0132  ___________________________________________________________________
 NL0132  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 NL0132  DYNAMIC HT  -         392.981 (meters)    1289.31  (feet)  COMP
 NL0132  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 NL0132
 NL0132  VERT ORDER  -  SECOND    CLASS 0
 NL0132
 NL0132.The horizontal coordinates were scaled from a topographic map and have
 NL0132.an estimated accuracy of +/- 6 seconds.
 NL0132
 NL0132.The orthometric height was determined by differential leveling
 NL0132.and adjusted by the National Geodetic Survey in June 1991..
 NL0132
 NL0132.The geoid height was determined by GEOID03.
 NL0132
 NL0132.The dynamic height is computed by dividing the NAVD 88
 NL0132.geopotential number by the normal gravity value computed on the
 NL0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0132.degrees latitude (g = 980.6199 gals.).
 NL0132
 NL0132.The modeled gravity was interpolated from observed gravity values.
 NL0132
 NL0132;                    North         East    Units  Estimated Accuracy
 NL0132;SPC IA N     - 1,071,130.    1,378,210.      MT  (+/- 180 meters Scaled)
 NL0132
 NL0132                          SUPERSEDED SURVEY CONTROL
 NL0132
 NL0132  NGVD 29 (??/??/92)  393.028  (m)         1289.46   (f) ADJ UNCH    2 0
 NL0132
 NL0132.Superseded values are not recommended for survey control.
 NL0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0132.See file dsdata.txt to determine how the superseded data were derived.
 NL0132
 NL0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG369661(NAD 83)
 NL0132_MARKER: R = RIVET
 NL0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0132_SP_SET: BRIDGE
 NL0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0132
 NL0132  HISTORY     - Date     Condition        Report By
 NL0132  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0132  HISTORY     - 1943     GOOD             NGS
 NL0132
 NL0132                          STATION DESCRIPTION
 NL0132
 NL0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0132'4 MI S FROM BREDA.
 NL0132'4.0 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0132'THE STATION AT BREDA, CARROLL COUNTY, AT BRIDGE 1159, AND IN THE
 NL0132'TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT.  A STANDARD
 NL0132'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0313 ***********************************************************************
 NL0313  DESIGNATION -  RV 9
 NL0313  PID         -  NL0313
 NL0313  STATE/COUNTY-  IA/SAC
 NL0313  USGS QUAD   -  EARLY (1980)
 NL0313
 NL0313                         *CURRENT SURVEY CONTROL
 NL0313  ___________________________________________________________________
 NL0313* NAD 83(1986)-  42 28 33.     (N)    095 11 18.     (W)     SCALED    
 NL0313* NAVD 88     -       399.376  (meters)    1310.29   (feet)  ADJUSTED  
 NL0313  ___________________________________________________________________
 NL0313  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 NL0313  DYNAMIC HT  -         399.234 (meters)    1309.82  (feet)  COMP
 NL0313  MODELED GRAV-     980,254.3   (mgal)                       NAVD 88
 NL0313
 NL0313  VERT ORDER  -  FIRST     CLASS II
 NL0313
 NL0313.The horizontal coordinates were scaled from a topographic map and have
 NL0313.an estimated accuracy of +/- 6 seconds.
 NL0313
 NL0313.The orthometric height was determined by differential leveling
 NL0313.and adjusted by the National Geodetic Survey in June 1991..
 NL0313
 NL0313.The geoid height was determined by GEOID03.
 NL0313
 NL0313.The dynamic height is computed by dividing the NAVD 88
 NL0313.geopotential number by the normal gravity value computed on the
 NL0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0313.degrees latitude (g = 980.6199 gals.).
 NL0313
 NL0313.The modeled gravity was interpolated from observed gravity values.
 NL0313
 NL0313;                    North         East    Units  Estimated Accuracy
 NL0313;SPC IA N     - 1,109,780.    1,361,180.      MT  (+/- 180 meters Scaled)
 NL0313
 NL0313                          SUPERSEDED SURVEY CONTROL
 NL0313
 NL0313  NGVD 29 (??/??/92)  399.269  (m)         1309.93   (f) ADJ UNCH    1 2
 NL0313
 NL0313.Superseded values are not recommended for survey control.
 NL0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0313.See file dsdata.txt to determine how the superseded data were derived.
 NL0313
 NL0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH201049(NAD 83)
 NL0313_MARKER: R = RIVET
 NL0313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0313_SP_SET: BRIDGE
 NL0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0313
 NL0313  HISTORY     - Date     Condition        Report By
 NL0313  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0313  HISTORY     - 1934     GOOD             NGS
 NL0313
 NL0313                          STATION DESCRIPTION
 NL0313
 NL0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0313'2.2 MI W FROM EARLY.
 NL0313'2-1/4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0313'FROM EARLY, SAC COUNTY, NEAR THE SOUTHWEST CORNER OF SEC. 35,
 NL0313'T. 89 N., R. 37 W., 50 FEET WEST OF MILEPOST 24, AT BRIDGE 1476,
 NL0313'AND IN THE TOP OF THE NORTH END OF THE BACK WALL OF THE WEST
 NL0313'CONCRETE ABUTMENT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0393 ***********************************************************************
 NK0393  DESIGNATION -  RV AMES
 NK0393  PID         -  NK0393
 NK0393  STATE/COUNTY-  IA/STORY
 NK0393  USGS QUAD   -  AMES EAST (1975)
 NK0393
 NK0393                         *CURRENT SURVEY CONTROL
 NK0393  ___________________________________________________________________
 NK0393* NAD 83(1986)-  42 01 27.     (N)    093 37 03.     (W)     SCALED    
 NK0393* NAVD 88     -       279.563  (meters)     917.20   (feet)  ADJUSTED  
 NK0393  ___________________________________________________________________
 NK0393  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 NK0393  DYNAMIC HT  -         279.467 (meters)     916.88  (feet)  COMP
 NK0393  MODELED GRAV-     980,268.9   (mgal)                       NAVD 88
 NK0393
 NK0393  VERT ORDER  -  SECOND    CLASS 0
 NK0393
 NK0393.The horizontal coordinates were scaled from a topographic map and have
 NK0393.an estimated accuracy of +/- 6 seconds.
 NK0393
 NK0393.The orthometric height was determined by differential leveling
 NK0393.and adjusted by the National Geodetic Survey in June 1991..
 NK0393
 NK0393.The geoid height was determined by GEOID03.
 NK0393
 NK0393.The dynamic height is computed by dividing the NAVD 88
 NK0393.geopotential number by the normal gravity value computed on the
 NK0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0393.degrees latitude (g = 980.6199 gals.).
 NK0393
 NK0393.The modeled gravity was interpolated from observed gravity values.
 NK0393
 NK0393;                    North         East    Units  Estimated Accuracy
 NK0393;SPC IA N     - 1,058,230.    1,490,270.      MT  (+/- 180 meters Scaled)
 NK0393
 NK0393                          SUPERSEDED SURVEY CONTROL
 NK0393
 NK0393  NGVD 29 (??/??/92)  279.527  (m)          917.08   (f) ADJ UNCH    2 0
 NK0393
 NK0393.Superseded values are not recommended for survey control.
 NK0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0393.See file dsdata.txt to determine how the superseded data were derived.
 NK0393
 NK0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG488526(NAD 83)
 NK0393_MARKER: R = RIVET
 NK0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0393_SP_SET: CONCRETE BASE
 NK0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0393
 NK0393  HISTORY     - Date     Condition        Report By
 NK0393  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0393  HISTORY     - 1934     GOOD             NGS
 NK0393
 NK0393                          STATION DESCRIPTION
 NK0393
 NK0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0393'AT AMES.
 NK0393'AT AMES, 150 YARDS EAST OF THE EAST END OF THE CHICAGO AND NORTH
 NK0393'WESTERN RAILWAY STATION, AT AN EAST-BOUND SIGNAL STAND, IN THE
 NK0393'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE, AND 3.0 FEET
 NK0393'NORTH OF THE NORTH RAIL OF THE NORTH TRACK.  A STANDARD
 NK0393'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0366 ***********************************************************************
 NK0366  DESIGNATION -  RV B 602
 NK0366  PID         -  NK0366
 NK0366  STATE/COUNTY-  IA/BOONE
 NK0366  USGS QUAD   -  BOONE WEST (1976)
 NK0366
 NK0366                         *CURRENT SURVEY CONTROL
 NK0366  ___________________________________________________________________
 NK0366* NAD 83(1986)-  42 03 55.     (N)    093 53 08.     (W)     SCALED    
 NK0366* NAVD 88     -       344.684  (meters)    1130.85   (feet)  ADJUSTED  
 NK0366  ___________________________________________________________________
 NK0366  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 NK0366  DYNAMIC HT  -         344.582 (meters)    1130.52  (feet)  COMP
 NK0366  MODELED GRAV-     980,313.9   (mgal)                       NAVD 88
 NK0366
 NK0366  VERT ORDER  -  SECOND    CLASS 0
 NK0366
 NK0366.The horizontal coordinates were scaled from a topographic map and have
 NK0366.an estimated accuracy of +/- 6 seconds.
 NK0366
 NK0366.The orthometric height was determined by differential leveling
 NK0366.and adjusted by the National Geodetic Survey in June 1991..
 NK0366
 NK0366.The geoid height was determined by GEOID03.
 NK0366
 NK0366.The dynamic height is computed by dividing the NAVD 88
 NK0366.geopotential number by the normal gravity value computed on the
 NK0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0366.degrees latitude (g = 980.6199 gals.).
 NK0366
 NK0366.The modeled gravity was interpolated from observed gravity values.
 NK0366
 NK0366;                    North         East    Units  Estimated Accuracy
 NK0366;SPC IA N     - 1,062,860.    1,468,090.      MT  (+/- 180 meters Scaled)
 NK0366
 NK0366                          SUPERSEDED SURVEY CONTROL
 NK0366
 NK0366  NGVD 29 (??/??/92)  344.651  (m)         1130.74   (f) ADJ UNCH    2 0
 NK0366
 NK0366.Superseded values are not recommended for survey control.
 NK0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0366.See file dsdata.txt to determine how the superseded data were derived.
 NK0366
 NK0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG267574(NAD 83)
 NK0366_MARKER: R = RIVET
 NK0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0366_SP_SET: CULVERT
 NK0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0366
 NK0366  HISTORY     - Date     Condition        Report By
 NK0366  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0366  HISTORY     - 1934     GOOD             NGS
 NK0366
 NK0366                          STATION DESCRIPTION
 NK0366
 NK0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0366'0.2 MI W FROM BOONE.
 NK0366'0.2 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0366'THE STATION AT BOONE, AT CULVERT B 602 IN THE NORTHWEST CORNER
 NK0366'OF THE NORTH STONE HEADWALL, OPPOSITE A SWITCH STAND ON THE
 NK0366'SOUTH TRACK, AND 10.0 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 NK0366'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0364 ***********************************************************************
 NK0364  DESIGNATION -  RV B 605
 NK0364  PID         -  NK0364
 NK0364  STATE/COUNTY-  IA/BOONE
 NK0364  USGS QUAD   -  BOONE WEST (1976)
 NK0364
 NK0364                         *CURRENT SURVEY CONTROL
 NK0364  ___________________________________________________________________
 NK0364* NAD 83(1986)-  42 03 53.     (N)    093 54 41.     (W)     SCALED    
 NK0364* NAVD 88     -       334.241  (meters)    1096.59   (feet)  ADJUSTED  
 NK0364  ___________________________________________________________________
 NK0364  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 NK0364  DYNAMIC HT  -         334.142 (meters)    1096.26  (feet)  COMP
 NK0364  MODELED GRAV-     980,314.1   (mgal)                       NAVD 88
 NK0364
 NK0364  VERT ORDER  -  SECOND    CLASS 0
 NK0364
 NK0364.The horizontal coordinates were scaled from a topographic map and have
 NK0364.an estimated accuracy of +/- 6 seconds.
 NK0364
 NK0364.The orthometric height was determined by differential leveling
 NK0364.and adjusted by the National Geodetic Survey in June 1991..
 NK0364
 NK0364.The geoid height was determined by GEOID03.
 NK0364
 NK0364.The dynamic height is computed by dividing the NAVD 88
 NK0364.geopotential number by the normal gravity value computed on the
 NK0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0364.degrees latitude (g = 980.6199 gals.).
 NK0364
 NK0364.The modeled gravity was interpolated from observed gravity values.
 NK0364
 NK0364;                    North         East    Units  Estimated Accuracy
 NK0364;SPC IA N     - 1,062,810.    1,465,950.      MT  (+/- 180 meters Scaled)
 NK0364
 NK0364                          SUPERSEDED SURVEY CONTROL
 NK0364
 NK0364  NGVD 29 (??/??/92)  334.210  (m)         1096.49   (f) ADJ UNCH    2 0
 NK0364
 NK0364.Superseded values are not recommended for survey control.
 NK0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0364.See file dsdata.txt to determine how the superseded data were derived.
 NK0364
 NK0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG245573(NAD 83)
 NK0364_MARKER: R = RIVET
 NK0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0364_SP_SET: CULVERT
 NK0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0364
 NK0364  HISTORY     - Date     Condition        Report By
 NK0364  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0364  HISTORY     - 1934     GOOD             NGS
 NK0364
 NK0364                          STATION DESCRIPTION
 NK0364
 NK0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0364'1.6 MI W FROM BOONE.
 NK0364'1.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0364'THE STATION AT BOONE, AT CULVERT B 605, IN THE WEST END OF THE
 NK0364'NORTH STONE HEADWALL, AND 12.0 FEET NORTH OF THE NORTH RAIL OF
 NK0364'THE NORTH TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0363 ***********************************************************************
 NK0363  DESIGNATION -  RV B 606
 NK0363  PID         -  NK0363
 NK0363  STATE/COUNTY-  IA/BOONE
 NK0363  USGS QUAD   -  BOONE WEST (1976)
 NK0363
 NK0363                         *CURRENT SURVEY CONTROL
 NK0363  ___________________________________________________________________
 NK0363* NAD 83(1986)-  42 03 52.     (N)    093 54 54.     (W)     SCALED    
 NK0363* NAVD 88     -       333.163  (meters)    1093.05   (feet)  ADJUSTED  
 NK0363  ___________________________________________________________________
 NK0363  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 NK0363  DYNAMIC HT  -         333.064 (meters)    1092.73  (feet)  COMP
 NK0363  MODELED GRAV-     980,314.1   (mgal)                       NAVD 88
 NK0363
 NK0363  VERT ORDER  -  SECOND    CLASS 0
 NK0363
 NK0363.The horizontal coordinates were scaled from a topographic map and have
 NK0363.an estimated accuracy of +/- 6 seconds.
 NK0363
 NK0363.The orthometric height was determined by differential leveling
 NK0363.and adjusted by the National Geodetic Survey in June 1991..
 NK0363
 NK0363.The geoid height was determined by GEOID03.
 NK0363
 NK0363.The dynamic height is computed by dividing the NAVD 88
 NK0363.geopotential number by the normal gravity value computed on the
 NK0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0363.degrees latitude (g = 980.6199 gals.).
 NK0363
 NK0363.The modeled gravity was interpolated from observed gravity values.
 NK0363
 NK0363;                    North         East    Units  Estimated Accuracy
 NK0363;SPC IA N     - 1,062,780.    1,465,650.      MT  (+/- 180 meters Scaled)
 NK0363
 NK0363                          SUPERSEDED SURVEY CONTROL
 NK0363
 NK0363  NGVD 29 (??/??/92)  333.134  (m)         1092.96   (f) ADJ UNCH    2 0
 NK0363
 NK0363.Superseded values are not recommended for survey control.
 NK0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0363.See file dsdata.txt to determine how the superseded data were derived.
 NK0363
 NK0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG242573(NAD 83)
 NK0363_MARKER: R = RIVET
 NK0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0363_SP_SET: CULVERT
 NK0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0363
 NK0363  HISTORY     - Date     Condition        Report By
 NK0363  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0363  HISTORY     - 1934     GOOD             NGS
 NK0363
 NK0363                          STATION DESCRIPTION
 NK0363
 NK0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0363'1.7 MI W FROM BOONE.
 NK0363'1.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0363'THE STATION AT BOONE, 10 YARDS WEST OF A ROAD CROSSING, AT
 NK0363'CULVERT B 606, IN THE NORTHWEST CORNER OF THE NORTH STONE
 NK0363'HEADWALL, AND 10.0 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 NK0363'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0361 ***********************************************************************
 NK0361  DESIGNATION -  RV B 613
 NK0361  PID         -  NK0361
 NK0361  STATE/COUNTY-  IA/BOONE
 NK0361  USGS QUAD   -  BOONE WEST (1976)
 NK0361
 NK0361                         *CURRENT SURVEY CONTROL
 NK0361  ___________________________________________________________________
 NK0361* NAD 83(1986)-  42 03 40.     (N)    093 57 02.     (W)     SCALED    
 NK0361* NAVD 88     -       320.856  (meters)    1052.68   (feet)  ADJUSTED  
 NK0361  ___________________________________________________________________
 NK0361  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 NK0361  DYNAMIC HT  -         320.761 (meters)    1052.36  (feet)  COMP
 NK0361  MODELED GRAV-     980,314.8   (mgal)                       NAVD 88
 NK0361
 NK0361  VERT ORDER  -  SECOND    CLASS 0
 NK0361
 NK0361.The horizontal coordinates were scaled from a topographic map and have
 NK0361.an estimated accuracy of +/- 6 seconds.
 NK0361
 NK0361.The orthometric height was determined by differential leveling
 NK0361.and adjusted by the National Geodetic Survey in June 1991..
 NK0361
 NK0361.The geoid height was determined by GEOID03.
 NK0361
 NK0361.The dynamic height is computed by dividing the NAVD 88
 NK0361.geopotential number by the normal gravity value computed on the
 NK0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0361.degrees latitude (g = 980.6199 gals.).
 NK0361
 NK0361.The modeled gravity was interpolated from observed gravity values.
 NK0361
 NK0361;                    North         East    Units  Estimated Accuracy
 NK0361;SPC IA N     - 1,062,430.    1,462,710.      MT  (+/- 180 meters Scaled)
 NK0361
 NK0361                          SUPERSEDED SURVEY CONTROL
 NK0361
 NK0361  NGVD 29 (??/??/92)  320.842  (m)         1052.63   (f) ADJ UNCH    2 0
 NK0361
 NK0361.Superseded values are not recommended for survey control.
 NK0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0361.See file dsdata.txt to determine how the superseded data were derived.
 NK0361
 NK0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG213569(NAD 83)
 NK0361_MARKER: R = RIVET
 NK0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0361_SP_SET: BRIDGE
 NK0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0361
 NK0361  HISTORY     - Date     Condition        Report By
 NK0361  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0361  HISTORY     - 1934     GOOD             NGS
 NK0361
 NK0361                          STATION DESCRIPTION
 NK0361
 NK0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0361'3.2 MI W FROM BOONE.
 NK0361'3.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0361'THE STATION AT BOONE, AT OVERPASS BRIDGE B 613, IN THE TOP OF THE
 NK0361'SOUTHWEST CORNER OF THE NORTH STONE PIER, AND 12.0 FEET NORTH
 NK0361'OF THE NORTH RAIL OF THE NORTH TRACK.  A STANDARD MONEL-METAL
 NK0361'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0359 ***********************************************************************
 NK0359  DESIGNATION -  RV B 617
 NK0359  PID         -  NK0359
 NK0359  STATE/COUNTY-  IA/BOONE
 NK0359  USGS QUAD   -  BOONE WEST (1976)
 NK0359
 NK0359                         *CURRENT SURVEY CONTROL
 NK0359  ___________________________________________________________________
 NK0359* NAD 83(1986)-  42 03 26.     (N)    093 58 47.     (W)     SCALED    
 NK0359* NAVD 88     -       321.478  (meters)    1054.72   (feet)  ADJUSTED  
 NK0359  ___________________________________________________________________
 NK0359  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 NK0359  DYNAMIC HT  -         321.383 (meters)    1054.40  (feet)  COMP
 NK0359  MODELED GRAV-     980,316.0   (mgal)                       NAVD 88
 NK0359
 NK0359  VERT ORDER  -  SECOND    CLASS 0
 NK0359
 NK0359.The horizontal coordinates were scaled from a topographic map and have
 NK0359.an estimated accuracy of +/- 6 seconds.
 NK0359
 NK0359.The orthometric height was determined by differential leveling
 NK0359.and adjusted by the National Geodetic Survey in June 1991..
 NK0359
 NK0359.The geoid height was determined by GEOID03.
 NK0359
 NK0359.The dynamic height is computed by dividing the NAVD 88
 NK0359.geopotential number by the normal gravity value computed on the
 NK0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0359.degrees latitude (g = 980.6199 gals.).
 NK0359
 NK0359.The modeled gravity was interpolated from observed gravity values.
 NK0359
 NK0359;                    North         East    Units  Estimated Accuracy
 NK0359;SPC IA N     - 1,062,010.    1,460,290.      MT  (+/- 180 meters Scaled)
 NK0359
 NK0359                          SUPERSEDED SURVEY CONTROL
 NK0359
 NK0359  NGVD 29 (??/??/92)  321.469  (m)         1054.69   (f) ADJ UNCH    2 0
 NK0359
 NK0359.Superseded values are not recommended for survey control.
 NK0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0359.See file dsdata.txt to determine how the superseded data were derived.
 NK0359
 NK0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG189565(NAD 83)
 NK0359_MARKER: R = RIVET
 NK0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0359_SP_SET: CULVERT
 NK0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0359
 NK0359  HISTORY     - Date     Condition        Report By
 NK0359  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0359  HISTORY     - 1934     GOOD             NGS
 NK0359
 NK0359                          STATION DESCRIPTION
 NK0359
 NK0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0359'3.3 MI E FROM OGDEN.
 NK0359'3.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0359'ROOM THE STATION AT OGDEN, 0.3 MILE WEST OF THE WEST END OF
 NK0359'STEEL TRESTLE BRIDGE 615 OVER DES MOINES RIVER, AT CULVERT B
 NK0359'617, IN THE SOUTHWEST CORNER OF THE SOUTH STONE HEADWALL, AND
 NK0359'7.0 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK.  A STANDARD
 NK0359'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0357 ***********************************************************************
 NK0357  DESIGNATION -  RV B 621
 NK0357  PID         -  NK0357
 NK0357  STATE/COUNTY-  IA/BOONE
 NK0357  USGS QUAD   -  BOONE WEST (1976)
 NK0357
 NK0357                         *CURRENT SURVEY CONTROL
 NK0357  ___________________________________________________________________
 NK0357* NAD 83(1986)-  42 03 03.     (N)    093 59 35.     (W)     SCALED    
 NK0357* NAVD 88     -       327.521  (meters)    1074.54   (feet)  ADJUSTED  
 NK0357  ___________________________________________________________________
 NK0357  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 NK0357  DYNAMIC HT  -         327.424 (meters)    1074.22  (feet)  COMP
 NK0357  MODELED GRAV-     980,315.4   (mgal)                       NAVD 88
 NK0357
 NK0357  VERT ORDER  -  SECOND    CLASS 0
 NK0357
 NK0357.The horizontal coordinates were scaled from a topographic map and have
 NK0357.an estimated accuracy of +/- 6 seconds.
 NK0357
 NK0357.The orthometric height was determined by differential leveling
 NK0357.and adjusted by the National Geodetic Survey in June 1991..
 NK0357
 NK0357.The geoid height was determined by GEOID03.
 NK0357
 NK0357.The dynamic height is computed by dividing the NAVD 88
 NK0357.geopotential number by the normal gravity value computed on the
 NK0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0357.degrees latitude (g = 980.6199 gals.).
 NK0357
 NK0357.The modeled gravity was interpolated from observed gravity values.
 NK0357
 NK0357;                    North         East    Units  Estimated Accuracy
 NK0357;SPC IA N     - 1,061,300.    1,459,180.      MT  (+/- 180 meters Scaled)
 NK0357
 NK0357                          SUPERSEDED SURVEY CONTROL
 NK0357
 NK0357  NGVD 29 (??/??/92)  327.538  (m)         1074.60   (f) ADJ UNCH    2 0
 NK0357
 NK0357.Superseded values are not recommended for survey control.
 NK0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0357.See file dsdata.txt to determine how the superseded data were derived.
 NK0357
 NK0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG178558(NAD 83)
 NK0357_MARKER: R = RIVET
 NK0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0357_SP_SET: CULVERT
 NK0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0357
 NK0357  HISTORY     - Date     Condition        Report By
 NK0357  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0357  HISTORY     - 1934     GOOD             NGS
 NK0357
 NK0357                          STATION DESCRIPTION
 NK0357
 NK0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0357'2.5 MI E FROM OGDEN.
 NK0357'2.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0357'THE STATION AT OGDEN, 20 YARDS EAST OF MILEPOST 209, AT CULVERT
 NK0357'B 621, IN THE TOP OF THE NORTHWEST CORNER OF THE NORTH STONE
 NK0357'HEADWALL, AND 10.0 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 NK0357'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0356 ***********************************************************************
 NK0356  DESIGNATION -  RV B 622
 NK0356  PID         -  NK0356
 NK0356  STATE/COUNTY-  IA/BOONE
 NK0356  USGS QUAD   -  BOONE WEST (1976)
 NK0356
 NK0356                         *CURRENT SURVEY CONTROL
 NK0356  ___________________________________________________________________
 NK0356* NAD 83(1986)-  42 02 47.     (N)    094 00 00.     (W)     SCALED    
 NK0356* NAVD 88     -       332.297  (meters)    1090.21   (feet)  ADJUSTED  
 NK0356  ___________________________________________________________________
 NK0356  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 NK0356  DYNAMIC HT  -         332.198 (meters)    1089.89  (feet)  COMP
 NK0356  MODELED GRAV-     980,314.9   (mgal)                       NAVD 88
 NK0356
 NK0356  VERT ORDER  -  SECOND    CLASS 0
 NK0356
 NK0356.The horizontal coordinates were scaled from a topographic map and have
 NK0356.an estimated accuracy of +/- 6 seconds.
 NK0356
 NK0356.The orthometric height was determined by differential leveling
 NK0356.and adjusted by the National Geodetic Survey in June 1991..
 NK0356
 NK0356.The geoid height was determined by GEOID03.
 NK0356
 NK0356.The dynamic height is computed by dividing the NAVD 88
 NK0356.geopotential number by the normal gravity value computed on the
 NK0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0356.degrees latitude (g = 980.6199 gals.).
 NK0356
 NK0356.The modeled gravity was interpolated from observed gravity values.
 NK0356
 NK0356;                    North         East    Units  Estimated Accuracy
 NK0356;SPC IA N     - 1,060,810.    1,458,610.      MT  (+/- 180 meters Scaled)
 NK0356
 NK0356                          SUPERSEDED SURVEY CONTROL
 NK0356
 NK0356  NGVD 29 (??/??/92)  332.292  (m)         1090.19   (f) ADJ UNCH    2 0
 NK0356
 NK0356.Superseded values are not recommended for survey control.
 NK0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0356.See file dsdata.txt to determine how the superseded data were derived.
 NK0356
 NK0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG172554(NAD 83)
 NK0356_MARKER: R = RIVET
 NK0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0356_SP_SET: CULVERT
 NK0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0356
 NK0356  HISTORY     - Date     Condition        Report By
 NK0356  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0356  HISTORY     - 1934     GOOD             NGS
 NK0356
 NK0356                          STATION DESCRIPTION
 NK0356
 NK0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0356'2 MI E FROM OGDEN.
 NK0356'2.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0356'THE STATION AT OGDEN, 50 YARDS EAST OF A SIGNAL CONTROL BOX,
 NK0356'AT CULVERT B 622, IN THE STONE HEADWALL AND 12.0 FEET SOUTH OF
 NK0356'THE SOUTH RAIL OF THE SOUTH TRACK.  A STANDARD MONEL-METAL
 NK0356'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0035 ***********************************************************************
 NL0035  DESIGNATION -  RV BRADGATE
 NL0035  PID         -  NL0035
 NL0035  STATE/COUNTY-  IA/HUMBOLDT
 NL0035  USGS QUAD   -  BRADGATE (1980)
 NL0035
 NL0035                         *CURRENT SURVEY CONTROL
 NL0035  ___________________________________________________________________
 NL0035* NAD 83(1986)-  42 48 05.     (N)    094 25 03.     (W)     SCALED    
 NL0035* NAVD 88     -       341.939  (meters)    1121.84   (feet)  ADJUSTED  
 NL0035  ___________________________________________________________________
 NL0035  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 NL0035  DYNAMIC HT  -         341.832 (meters)    1121.49  (feet)  COMP
 NL0035  MODELED GRAV-     980,298.4   (mgal)                       NAVD 88
 NL0035
 NL0035  VERT ORDER  -  SECOND    CLASS 0
 NL0035
 NL0035.The horizontal coordinates were scaled from a topographic map and have
 NL0035.an estimated accuracy of +/- 6 seconds.
 NL0035
 NL0035.The orthometric height was determined by differential leveling
 NL0035.and adjusted by the National Geodetic Survey in June 1991..
 NL0035
 NL0035.The geoid height was determined by GEOID03.
 NL0035
 NL0035.The dynamic height is computed by dividing the NAVD 88
 NL0035.geopotential number by the normal gravity value computed on the
 NL0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0035.degrees latitude (g = 980.6199 gals.).
 NL0035
 NL0035.The modeled gravity was interpolated from observed gravity values.
 NL0035
 NL0035;                    North         East    Units  Estimated Accuracy
 NL0035;SPC IA N     - 1,144,960.    1,424,950.      MT  (+/- 180 meters Scaled)
 NL0035
 NL0035                          SUPERSEDED SURVEY CONTROL
 NL0035
 NL0035  NGVD 29 (??/??/92)  341.878  (m)         1121.64   (f) ADJ UNCH    2 0
 NL0035
 NL0035.Superseded values are not recommended for survey control.
 NL0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0035.See file dsdata.txt to determine how the superseded data were derived.
 NL0035
 NL0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH840397(NAD 83)
 NL0035_MARKER: R = RIVET
 NL0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0035_SP_SET: CONCRETE HOG SPRINKLER PIT
 NL0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0035
 NL0035  HISTORY     - Date     Condition        Report By
 NL0035  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0035  HISTORY     - 1934     GOOD             NGS
 NL0035  HISTORY     - 1976     MARK NOT FOUND   NGS
 NL0035
 NL0035                          STATION DESCRIPTION
 NL0035
 NL0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0035'AT BRADGATE.
 NL0035'AT BRADGATE, HUMBOLDT COUNTY, ABOUT 70 YARDS EAST OF THE SOUTHEAST
 NL0035'CORNER OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, ABOUT
 NL0035'120 FEET WEST OF MILEPOST 128, IN THE NORTHWEST CORNER OF A CONCRETE
 NL0035'HOG SPRINKLER PIT, 10.8 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 NL0035'2 INCHES ABOVE GROUND.  A STANDARD MONEL-METAL RIVET.
 NL0035
 NL0035                          STATION RECOVERY (1976)
 NL0035
 NL0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NL0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0452 ***********************************************************************
 NK0452  DESIGNATION -  RV EAGLE GROVE
 NK0452  PID         -  NK0452
 NK0452  STATE/COUNTY-  IA/WRIGHT
 NK0452  USGS QUAD   -  EAGLE GROVE (1978)
 NK0452
 NK0452                         *CURRENT SURVEY CONTROL
 NK0452  ___________________________________________________________________
 NK0452* NAD 83(1986)-  42 40 00.     (N)    093 54 05.     (W)     SCALED    
 NK0452* NAVD 88     -       341.410  (meters)    1120.11   (feet)  ADJUSTED  
 NK0452  ___________________________________________________________________
 NK0452  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 NK0452  DYNAMIC HT  -         341.320 (meters)    1119.81  (feet)  COMP
 NK0452  MODELED GRAV-     980,346.0   (mgal)                       NAVD 88
 NK0452
 NK0452  VERT ORDER  -  SECOND    CLASS 0
 NK0452
 NK0452.The horizontal coordinates were scaled from a topographic map and have
 NK0452.an estimated accuracy of +/- 6 seconds.
 NK0452
 NK0452.The orthometric height was determined by differential leveling
 NK0452.and adjusted by the National Geodetic Survey in June 1991..
 NK0452
 NK0452.The geoid height was determined by GEOID03.
 NK0452
 NK0452.The dynamic height is computed by dividing the NAVD 88
 NK0452.geopotential number by the normal gravity value computed on the
 NK0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0452.degrees latitude (g = 980.6199 gals.).
 NK0452
 NK0452.The modeled gravity was interpolated from observed gravity values.
 NK0452
 NK0452;                    North         East    Units  Estimated Accuracy
 NK0452;SPC IA N     - 1,129,670.    1,467,100.      MT  (+/- 180 meters Scaled)
 NK0452
 NK0452                          SUPERSEDED SURVEY CONTROL
 NK0452
 NK0452  NGVD 29 (??/??/92)  341.390  (m)         1120.04   (f) ADJ UNCH    2 0
 NK0452
 NK0452.Superseded values are not recommended for survey control.
 NK0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0452.See file dsdata.txt to determine how the superseded data were derived.
 NK0452
 NK0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH261241(NAD 83)
 NK0452_MARKER: R = RIVET
 NK0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0452_SP_SET: CONCRETE COAL CHUTE
 NK0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0452
 NK0452  HISTORY     - Date     Condition        Report By
 NK0452  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0452  HISTORY     - 1943     GOOD             NGS
 NK0452  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0452
 NK0452                          STATION DESCRIPTION
 NK0452
 NK0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NK0452'AT EAGLE GROVE.
 NK0452'AT EAGLE GROVE, WRIGHT COUNTY, 0.2 MILE NORTH OF THE CHICAGO
 NK0452'AND NORTH WESTERN RAILWAY STATION, IN THE SOUTHEAST PORTION
 NK0452'OF THE ROUNDHOUSE, IN THE SOUTHWEST CORNER OF THE VALVE PIT
 NK0452'CONCRETE COAL CHUTE, AND 74.2 FEET NORTHWEST OF THE NORTHWEST
 NK0452'RAIL OF THE MAIN TRACK.  A STANDARD MONEL METAL RIVET.
 NK0452
 NK0452                          STATION RECOVERY (1974)
 NK0452
 NK0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0209 ***********************************************************************
 NL0209  DESIGNATION -  RV LAURENS
 NL0209  PID         -  NL0209
 NL0209  STATE/COUNTY-  IA/POCAHONTAS
 NL0209  USGS QUAD   -  LAURENS (1971)
 NL0209
 NL0209                         *CURRENT SURVEY CONTROL
 NL0209  ___________________________________________________________________
 NL0209* NAD 83(1986)-  42 51 02.     (N)    094 52 18.     (W)     SCALED    
 NL0209* NAVD 88     -       399.346  (meters)    1310.19   (feet)  ADJUSTED  
 NL0209  ___________________________________________________________________
 NL0209  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 NL0209  DYNAMIC HT  -         399.216 (meters)    1309.76  (feet)  COMP
 NL0209  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 NL0209
 NL0209  VERT ORDER  -  SECOND    CLASS 0
 NL0209
 NL0209.The horizontal coordinates were scaled from a topographic map and have
 NL0209.an estimated accuracy of +/- 6 seconds.
 NL0209
 NL0209.The orthometric height was determined by differential leveling
 NL0209.and adjusted by the National Geodetic Survey in June 1991..
 NL0209
 NL0209.The geoid height was determined by GEOID03.
 NL0209
 NL0209.The dynamic height is computed by dividing the NAVD 88
 NL0209.geopotential number by the normal gravity value computed on the
 NL0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0209.degrees latitude (g = 980.6199 gals.).
 NL0209
 NL0209.The modeled gravity was interpolated from observed gravity values.
 NL0209
 NL0209;                    North         East    Units  Estimated Accuracy
 NL0209;SPC IA N     - 1,150,930.    1,387,890.      MT  (+/- 180 meters Scaled)
 NL0209
 NL0209                          SUPERSEDED SURVEY CONTROL
 NL0209
 NL0209  NGVD 29 (??/??/92)  399.249  (m)         1309.87   (f) ADJ UNCH    2 0
 NL0209
 NL0209.Superseded values are not recommended for survey control.
 NL0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0209.See file dsdata.txt to determine how the superseded data were derived.
 NL0209
 NL0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH470459(NAD 83)
 NL0209_MARKER: R = RIVET
 NL0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0209_SP_SET: CONCRETE BASE
 NL0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0209
 NL0209  HISTORY     - Date     Condition        Report By
 NL0209  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0209  HISTORY     - 1934     GOOD             NGS
 NL0209
 NL0209                          STATION DESCRIPTION
 NL0209
 NL0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0209'1 MI W FROM LAURENS.
 NL0209'1.0 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0209'THE STATION AT LAURENS, POCAHONTAS COUNTY, 30 YARDS WEST OF A
 NL0209'STATION ONE MILE SIGN, AT AN EAST-BOUND DISTANT SEMAPHORE, IN
 NL0209'THE NORTHWEST CORNER OF THE CONCRETE BASE, AND 8.3 FEET SOUTH
 NL0209'OF THE SOUTH RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0210 ***********************************************************************
 NL0210  DESIGNATION -  RV LAURENS 31
 NL0210  PID         -  NL0210
 NL0210  STATE/COUNTY-  IA/POCAHONTAS
 NL0210  USGS QUAD   -  LAURENS (1971)
 NL0210
 NL0210                         *CURRENT SURVEY CONTROL
 NL0210  ___________________________________________________________________
 NL0210* NAD 83(1986)-  42 50 55.     (N)    094 51 07.     (W)     SCALED    
 NL0210* NAVD 88     -       400.866  (meters)    1315.17   (feet)  ADJUSTED  
 NL0210  ___________________________________________________________________
 NL0210  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 NL0210  DYNAMIC HT  -         400.736 (meters)    1314.75  (feet)  COMP
 NL0210  MODELED GRAV-     980,284.7   (mgal)                       NAVD 88
 NL0210
 NL0210  VERT ORDER  -  SECOND    CLASS 0
 NL0210
 NL0210.The horizontal coordinates were scaled from a topographic map and have
 NL0210.an estimated accuracy of +/- 6 seconds.
 NL0210
 NL0210.The orthometric height was determined by differential leveling
 NL0210.and adjusted by the National Geodetic Survey in June 1991..
 NL0210
 NL0210.The geoid height was determined by GEOID03.
 NL0210
 NL0210.The dynamic height is computed by dividing the NAVD 88
 NL0210.geopotential number by the normal gravity value computed on the
 NL0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0210.degrees latitude (g = 980.6199 gals.).
 NL0210
 NL0210.The modeled gravity was interpolated from observed gravity values.
 NL0210
 NL0210;                    North         East    Units  Estimated Accuracy
 NL0210;SPC IA N     - 1,150,680.    1,389,500.      MT  (+/- 180 meters Scaled)
 NL0210
 NL0210                          SUPERSEDED SURVEY CONTROL
 NL0210
 NL0210  NGVD 29 (??/??/92)  400.771  (m)         1314.86   (f) ADJ UNCH    2 0
 NL0210
 NL0210.Superseded values are not recommended for survey control.
 NL0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0210.See file dsdata.txt to determine how the superseded data were derived.
 NL0210
 NL0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH486456(NAD 83)
 NL0210_MARKER: R = RIVET
 NL0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0210_SP_SET: CONCRETE BASE
 NL0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0210
 NL0210  HISTORY     - Date     Condition        Report By
 NL0210  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0210  HISTORY     - 1934     GOOD             NGS
 NL0210
 NL0210                          STATION DESCRIPTION
 NL0210
 NL0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0210'AT LAURENS.
 NL0210'AT LAURENS, 42 YARDS WEST OF THE NORTHWEST CORNER OF THE
 NL0210'CHICAGO AND NORTH WESTERN RAILWAY STATION, AT THE STEEL WATER
 NL0210'TANK, IN THE SOUTH CORNER OF THE CONCRETE BASE OF THE SOUTHEAST
 NL0210'PEDESTAL, AND 8.9 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 NL0210'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0204 ***********************************************************************
 NL0204  DESIGNATION -  RV MARATHON
 NL0204  PID         -  NL0204
 NL0204  STATE/COUNTY-  IA/BUENA VISTA
 NL0204  USGS QUAD   -  ALBERT CITY (1971)
 NL0204
 NL0204                         *CURRENT SURVEY CONTROL
 NL0204  ___________________________________________________________________
 NL0204* NAD 83(1986)-  42 51 46.     (N)    094 58 50.     (W)     SCALED    
 NL0204* NAVD 88     -       424.532  (meters)    1392.82   (feet)  ADJUSTED  
 NL0204  ___________________________________________________________________
 NL0204  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 NL0204  DYNAMIC HT  -         424.392 (meters)    1392.36  (feet)  COMP
 NL0204  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 NL0204
 NL0204  VERT ORDER  -  SECOND    CLASS 0
 NL0204
 NL0204.The horizontal coordinates were scaled from a topographic map and have
 NL0204.an estimated accuracy of +/- 6 seconds.
 NL0204
 NL0204.The orthometric height was determined by differential leveling
 NL0204.and adjusted by the National Geodetic Survey in June 1991..
 NL0204
 NL0204.The geoid height was determined by GEOID03.
 NL0204
 NL0204.The dynamic height is computed by dividing the NAVD 88
 NL0204.geopotential number by the normal gravity value computed on the
 NL0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0204.degrees latitude (g = 980.6199 gals.).
 NL0204
 NL0204.The modeled gravity was interpolated from observed gravity values.
 NL0204
 NL0204;                    North         East    Units  Estimated Accuracy
 NL0204;SPC IA N     - 1,152,430.    1,379,020.      MT  (+/- 180 meters Scaled)
 NL0204
 NL0204                          SUPERSEDED SURVEY CONTROL
 NL0204
 NL0204  NGVD 29 (??/??/92)  424.424  (m)         1392.46   (f) ADJ UNCH    2 0
 NL0204
 NL0204.Superseded values are not recommended for survey control.
 NL0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0204.See file dsdata.txt to determine how the superseded data were derived.
 NL0204
 NL0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH382474(NAD 83)
 NL0204_MARKER: R = RIVET
 NL0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0204_SP_SET: CONCRETE BASE
 NL0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0204
 NL0204  HISTORY     - Date     Condition        Report By
 NL0204  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0204  HISTORY     - 1934     GOOD             NGS
 NL0204
 NL0204                          STATION DESCRIPTION
 NL0204
 NL0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0204'AT MARATHON.
 NL0204'AT MARATHON, 118 YARDS EAST OF THE NORTHEAST CORNER OF THE
 NL0204'CHICAGO AND NORTH WESTERN RAILWAY STATION, OPPOSITE MILEPOST 157,
 NL0204'AT THE EAST-BOUND SEMAPHORE, IN THE NORTHEAST CORNER OF THE
 NL0204'CONCRETE BASE OF THE RELAY BOX, 7.5 FEET SOUTH OF THE SOUTH
 NL0204'RAIL, AND ABOUT 1.1 FEET HIGH.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0354 ***********************************************************************
 NK0354  DESIGNATION -  RV NEVADA
 NK0354  PID         -  NK0354
 NK0354  STATE/COUNTY-  IA/STORY
 NK0354  USGS QUAD   -  NEVADA (1975)
 NK0354
 NK0354                         *CURRENT SURVEY CONTROL
 NK0354  ___________________________________________________________________
 NK0354* NAD 83(1986)-  42 01 33.     (N)    093 27 12.     (W)     SCALED    
 NK0354* NAVD 88     -       306.039  (meters)    1004.06   (feet)  ADJUSTED  
 NK0354  ___________________________________________________________________
 NK0354  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 NK0354  DYNAMIC HT  -         305.925 (meters)    1003.69  (feet)  COMP
 NK0354  MODELED GRAV-     980,240.7   (mgal)                       NAVD 88
 NK0354
 NK0354  VERT ORDER  -  SECOND    CLASS 0
 NK0354
 NK0354.The horizontal coordinates were scaled from a topographic map and have
 NK0354.an estimated accuracy of +/- 6 seconds.
 NK0354
 NK0354.The orthometric height was determined by differential leveling
 NK0354.and adjusted by the National Geodetic Survey in June 1991..
 NK0354
 NK0354.The geoid height was determined by GEOID03.
 NK0354
 NK0354.The dynamic height is computed by dividing the NAVD 88
 NK0354.geopotential number by the normal gravity value computed on the
 NK0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0354.degrees latitude (g = 980.6199 gals.).
 NK0354
 NK0354.The modeled gravity was interpolated from observed gravity values.
 NK0354
 NK0354;                    North         East    Units  Estimated Accuracy
 NK0354;SPC IA N     - 1,058,410.    1,503,870.      MT  (+/- 180 meters Scaled)
 NK0354
 NK0354                          SUPERSEDED SURVEY CONTROL
 NK0354
 NK0354  NGVD 29 (??/??/92)  305.998  (m)         1003.93   (f) ADJ UNCH    2 0
 NK0354
 NK0354.Superseded values are not recommended for survey control.
 NK0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0354.See file dsdata.txt to determine how the superseded data were derived.
 NK0354
 NK0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG624527(NAD 83)
 NK0354_MARKER: R = RIVET
 NK0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0354_SP_SET: STEP
 NK0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0354
 NK0354  HISTORY     - Date     Condition        Report By
 NK0354  HISTORY     - UNK      MONUMENTED       CNWRR
 NK0354  HISTORY     - 1934     GOOD             NGS
 NK0354
 NK0354                          STATION DESCRIPTION
 NK0354
 NK0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0354'AT NEVADA.
 NK0354'AT NEVADA, STORY COUNTY, 32.0 FEET WEST OF THE SOUTHEAST CORNER
 NK0354'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, IN THE TOP
 NK0354'OF THE SOUTHEAST CORNER OF THE STEP TO THE STATION BASEMENT, AND
 NK0354'25.0 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK.  A STANDARD
 NK0354'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0229 ***********************************************************************
 NL0229  DESIGNATION -  RV ROLFE 23
 NL0229  PID         -  NL0229
 NL0229  STATE/COUNTY-  IA/POCAHONTAS
 NL0229  USGS QUAD   -  ROLFE (1980)
 NL0229
 NL0229                         *CURRENT SURVEY CONTROL
 NL0229  ___________________________________________________________________
 NL0229* NAD 83(1986)-  42 48 34.     (N)    094 30 59.     (W)     SCALED    
 NL0229* NAVD 88     -       356.055  (meters)    1168.16   (feet)  ADJUSTED  
 NL0229  ___________________________________________________________________
 NL0229  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 NL0229  DYNAMIC HT  -         355.944 (meters)    1167.79  (feet)  COMP
 NL0229  MODELED GRAV-     980,300.1   (mgal)                       NAVD 88
 NL0229
 NL0229  VERT ORDER  -  SECOND    CLASS 0
 NL0229
 NL0229.The horizontal coordinates were scaled from a topographic map and have
 NL0229.an estimated accuracy of +/- 6 seconds.
 NL0229
 NL0229.The orthometric height was determined by differential leveling
 NL0229.and adjusted by the National Geodetic Survey in June 1991..
 NL0229
 NL0229.The geoid height was determined by GEOID03.
 NL0229
 NL0229.The dynamic height is computed by dividing the NAVD 88
 NL0229.geopotential number by the normal gravity value computed on the
 NL0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0229.degrees latitude (g = 980.6199 gals.).
 NL0229
 NL0229.The modeled gravity was interpolated from observed gravity values.
 NL0229
 NL0229;                    North         East    Units  Estimated Accuracy
 NL0229;SPC IA N     - 1,145,950.    1,416,870.      MT  (+/- 180 meters Scaled)
 NL0229
 NL0229                          SUPERSEDED SURVEY CONTROL
 NL0229
 NL0229  NGVD 29 (??/??/92)  355.988  (m)         1167.94   (f) ADJ UNCH    2 0
 NL0229
 NL0229.Superseded values are not recommended for survey control.
 NL0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0229.See file dsdata.txt to determine how the superseded data were derived.
 NL0229
 NL0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH760407(NAD 83)
 NL0229_MARKER: R = RIVET
 NL0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0229_SP_SET: CONCRETE BASE
 NL0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0229
 NL0229  HISTORY     - Date     Condition        Report By
 NL0229  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0229  HISTORY     - 1934     GOOD             NGS
 NL0229
 NL0229                          STATION DESCRIPTION
 NL0229
 NL0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0229'0.5 MI E FROM ROLFE.
 NL0229'0.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0229'THE STATION AT ROLFE, AT A WEST-BOUND SEMAPHORE, IN THE
 NL0229'SOUTHEAST CORNER OF THE CONCRETE BASE, 7.6 FEET NORTH OF THE
 NL0229'NORTH RAIL, AND 1 FOOT ABOVE GROUND.  A STANDARD MONEL-METAL
 NL0229'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0227 ***********************************************************************
 NL0227  DESIGNATION -  RV ROLFE 24
 NL0227  PID         -  NL0227
 NL0227  STATE/COUNTY-  IA/POCAHONTAS
 NL0227  USGS QUAD   -  ROLFE (1980)
 NL0227
 NL0227                         *CURRENT SURVEY CONTROL
 NL0227  ___________________________________________________________________
 NL0227* NAD 83(1986)-  42 48 38.     (N)    094 31 38.     (W)     SCALED    
 NL0227* NAVD 88     -       361.437  (meters)    1185.81   (feet)  ADJUSTED  
 NL0227  ___________________________________________________________________
 NL0227  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 NL0227  DYNAMIC HT  -         361.324 (meters)    1185.44  (feet)  COMP
 NL0227  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 NL0227
 NL0227  VERT ORDER  -  SECOND    CLASS 0
 NL0227
 NL0227.The horizontal coordinates were scaled from a topographic map and have
 NL0227.an estimated accuracy of +/- 6 seconds.
 NL0227
 NL0227.The orthometric height was determined by differential leveling
 NL0227.and adjusted by the National Geodetic Survey in June 1991..
 NL0227
 NL0227.The geoid height was determined by GEOID03.
 NL0227
 NL0227.The dynamic height is computed by dividing the NAVD 88
 NL0227.geopotential number by the normal gravity value computed on the
 NL0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0227.degrees latitude (g = 980.6199 gals.).
 NL0227
 NL0227.The modeled gravity was interpolated from observed gravity values.
 NL0227
 NL0227;                    North         East    Units  Estimated Accuracy
 NL0227;SPC IA N     - 1,146,080.    1,415,990.      MT  (+/- 180 meters Scaled)
 NL0227
 NL0227                          SUPERSEDED SURVEY CONTROL
 NL0227
 NL0227  NGVD 29 (??/??/92)  361.368  (m)         1185.59   (f) ADJ UNCH    2 0
 NL0227
 NL0227.Superseded values are not recommended for survey control.
 NL0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0227.See file dsdata.txt to determine how the superseded data were derived.
 NL0227
 NL0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH751409(NAD 83)
 NL0227_MARKER: R = RIVET
 NL0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0227_SP_SET: CURB
 NL0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0227
 NL0227  HISTORY     - Date     Condition        Report By
 NL0227  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0227  HISTORY     - 1934     GOOD             NGS
 NL0227
 NL0227                          STATION DESCRIPTION
 NL0227
 NL0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0227'AT ROLFE.
 NL0227'AT ROLFE, IN FRONT OF THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0227'STATION, OPPOSITE A BAY WINDOW, IN THE CONCRETE CURB OF THE
 NL0227'PLATFORM, 2.6 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1.0 FOOT
 NL0227'ABOVE GROUND.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0060 ***********************************************************************
 NL0060  DESIGNATION -  RV THOR
 NL0060  PID         -  NL0060
 NL0060  STATE/COUNTY-  IA/HUMBOLDT
 NL0060  USGS QUAD   -  THOR (1979)
 NL0060
 NL0060                         *CURRENT SURVEY CONTROL
 NL0060  ___________________________________________________________________
 NL0060* NAD 83(1986)-  42 41 28.     (N)    094 03 08.     (W)     SCALED    
 NL0060* NAVD 88     -       350.554  (meters)    1150.11   (feet)  ADJUSTED  
 NL0060  ___________________________________________________________________
 NL0060  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 NL0060  DYNAMIC HT  -         350.441 (meters)    1149.74  (feet)  COMP
 NL0060  MODELED GRAV-     980,291.1   (mgal)                       NAVD 88
 NL0060
 NL0060  VERT ORDER  -  SECOND    CLASS 0
 NL0060
 NL0060.The horizontal coordinates were scaled from a topographic map and have
 NL0060.an estimated accuracy of +/- 6 seconds.
 NL0060
 NL0060.The orthometric height was determined by differential leveling
 NL0060.and adjusted by the National Geodetic Survey in June 1991..
 NL0060
 NL0060.The geoid height was determined by GEOID03.
 NL0060
 NL0060.The dynamic height is computed by dividing the NAVD 88
 NL0060.geopotential number by the normal gravity value computed on the
 NL0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0060.degrees latitude (g = 980.6199 gals.).
 NL0060
 NL0060.The modeled gravity was interpolated from observed gravity values.
 NL0060
 NL0060;                    North         East    Units  Estimated Accuracy
 NL0060;SPC IA N     - 1,132,450.    1,454,750.      MT  (+/- 180 meters Scaled)
 NL0060
 NL0060                          SUPERSEDED SURVEY CONTROL
 NL0060
 NL0060  NGVD 29 (??/??/92)  350.508  (m)         1149.96   (f) ADJ UNCH    2 0
 NL0060
 NL0060.Superseded values are not recommended for survey control.
 NL0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0060.See file dsdata.txt to determine how the superseded data were derived.
 NL0060
 NL0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH138270(NAD 83)
 NL0060_MARKER: R = RIVET
 NL0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0060_SP_SET: STEP
 NL0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0060
 NL0060  HISTORY     - Date     Condition        Report By
 NL0060  HISTORY     - UNK      MONUMENTED       CNWRR
 NL0060  HISTORY     - 1934     GOOD             NGS
 NL0060  HISTORY     - 1972     MARK NOT FOUND   USGS
 NL0060
 NL0060                          STATION DESCRIPTION
 NL0060
 NL0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0060'AT THOR.
 NL0060'AT THOR, HUMBOLDT COUNTY, 38 YARDS WEST OF THE NORTHWEST CORNER
 NL0060'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, IN THE TOP OF
 NL0060'THE WEST END OF THE STONE STEP OF THE STATION WELL PLATFORM,
 NL0060'35.7 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 16.8 FEET
 NL0060'NORTH OF THE NORTH RAIL OF THE PASSING TRACK, AND ABOUT 13
 NL0060'INCHES ABOVE GROUND.  A STANDARD MONEL-METAL RIVET.
 NL0060
 NL0060                          STATION RECOVERY (1972)
 NL0060
 NL0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NL0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0817 ***********************************************************************
 NM0817  DESIGNATION -  S
 NM0817  PID         -  NM0817
 NM0817  STATE/COUNTY-  IA/PLYMOUTH
 NM0817  USGS QUAD   -  JEFFERSON (1994)
 NM0817
 NM0817                         *CURRENT SURVEY CONTROL
 NM0817  ___________________________________________________________________
 NM0817* NAD 83(1986)-  42 48 57.     (N)    096 34 07.     (W)     SCALED    
 NM0817* NAVD 88     -       346.478  (meters)    1136.74   (feet)  ADJUSTED  
 NM0817  ___________________________________________________________________
 NM0817  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 NM0817  DYNAMIC HT  -         346.383 (meters)    1136.42  (feet)  COMP
 NM0817  MODELED GRAV-     980,335.2   (mgal)                       NAVD 88
 NM0817
 NM0817  VERT ORDER  -  FIRST     CLASS II
 NM0817
 NM0817.The horizontal coordinates were scaled from a topographic map and have
 NM0817.an estimated accuracy of +/- 6 seconds.
 NM0817
 NM0817.The orthometric height was determined by differential leveling
 NM0817.and adjusted by the National Geodetic Survey in June 1991..
 NM0817.WARNING-Repeat measurements at this control monument indicate possible
 NM0817.vertical movement.
 NM0817
 NM0817.The geoid height was determined by GEOID03.
 NM0817
 NM0817.The dynamic height is computed by dividing the NAVD 88
 NM0817.geopotential number by the normal gravity value computed on the
 NM0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0817.degrees latitude (g = 980.6199 gals.).
 NM0817
 NM0817.The modeled gravity was interpolated from observed gravity values.
 NM0817
 NM0817;                    North         East    Units  Estimated Accuracy
 NM0817;SPC IA N     - 1,150,710.    1,249,100.      MT  (+/- 180 meters Scaled)
 NM0817
 NM0817                          SUPERSEDED SURVEY CONTROL
 NM0817
 NM0817  NGVD 29 (??/??/92)  346.287  (m)         1136.11   (f) ADJ UNCH    1 2
 NM0817
 NM0817.Superseded values are not recommended for survey control.
 NM0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0817.See file dsdata.txt to determine how the superseded data were derived.
 NM0817
 NM0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN987432(NAD 83)
 NM0817_MARKER: B = BOLT
 NM0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0817+STABILITY: SURFACE MOTION
 NM0817
 NM0817  HISTORY     - Date     Condition        Report By
 NM0817  HISTORY     - UNK      MONUMENTED       CGS
 NM0817  HISTORY     - 1949     GOOD             NGS
 NM0817
 NM0817                          STATION DESCRIPTION
 NM0817
 NM0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0817'0.9 MI S FROM AKRON.
 NM0817'0.9 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NM0817'RAILROAD FROM THE RAILROAD STATION AT AKRON, 47.0 FEET WEST OF THE
 NM0817'WEST RAIL, 19.0 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD
 NM0817'LEADING WEST, 7.0 FEET NORTHEAST OF A POWER LINE POLE, 3.2 FEET
 NM0817'EAST OF THE RIGHT-OF-WAY FENCE, 1.0 FOOT SOUTH OF A REFERENCE
 NM0817'POST, THE TOP OF A COPPER BOLT LEADED IN THE TOP OF A PINK
 NM0817'JASPER STONE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0131 ***********************************************************************
 OP0131  DESIGNATION -  S 1
 OP0131  PID         -  OP0131
 OP0131  STATE/COUNTY-  IA/KOSSUTH
 OP0131  USGS QUAD   -  ALGONA (1972)
 OP0131
 OP0131                         *CURRENT SURVEY CONTROL
 OP0131  ___________________________________________________________________
 OP0131* NAD 83(1986)-  43 03 35.     (N)    094 13 29.     (W)     SCALED    
 OP0131* NAVD 88     -       364.217  (meters)    1194.94   (feet)  ADJUSTED  
 OP0131  ___________________________________________________________________
 OP0131  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 OP0131  DYNAMIC HT  -         364.111 (meters)    1194.59  (feet)  COMP
 OP0131  MODELED GRAV-     980,320.3   (mgal)                       NAVD 88
 OP0131
 OP0131  VERT ORDER  -  FIRST     CLASS II
 OP0131
 OP0131.The horizontal coordinates were scaled from a topographic map and have
 OP0131.an estimated accuracy of +/- 6 seconds.
 OP0131
 OP0131.The orthometric height was determined by differential leveling
 OP0131.and adjusted by the National Geodetic Survey in June 1991..
 OP0131
 OP0131.The geoid height was determined by GEOID03.
 OP0131
 OP0131.The dynamic height is computed by dividing the NAVD 88
 OP0131.geopotential number by the normal gravity value computed on the
 OP0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0131.degrees latitude (g = 980.6199 gals.).
 OP0131
 OP0131.The modeled gravity was interpolated from observed gravity values.
 OP0131
 OP0131;                    North         East    Units  Estimated Accuracy
 OP0131;SPC IA N     - 1,173,510.    1,440,970.      MT  (+/- 180 meters Scaled)
 OP0131
 OP0131                          SUPERSEDED SURVEY CONTROL
 OP0131
 OP0131  NGVD 29 (??/??/92)  364.162  (m)         1194.75   (f) ADJ UNCH    1 2
 OP0131
 OP0131.Superseded values are not recommended for survey control.
 OP0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0131.See file dsdata.txt to determine how the superseded data were derived.
 OP0131
 OP0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH002681(NAD 83)
 OP0131_MARKER: DB = BENCH MARK DISK
 OP0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0131_STAMPING: 1194.755 S 1 1930
 OP0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0131+STABILITY: SURFACE MOTION
 OP0131
 OP0131  HISTORY     - Date     Condition        Report By
 OP0131  HISTORY     - 1930     MONUMENTED       CGS
 OP0131  HISTORY     - 1934     GOOD             NGS
 OP0131  HISTORY     - 1968     MARK NOT FOUND   LOCENG
 OP0131
 OP0131                          STATION DESCRIPTION
 OP0131
 OP0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0131'IN ALGONA.
 OP0131'AT ALGONA, KOSSUTH COUNTY, 3/4 MILE SOUTH ALONG THE CHICAGO AND NORTH
 OP0131'WESTERN RAILWAY FROM THE STATION, AT THE ROAD CROSSING OPPOSITE THE
 OP0131'FAIR GROUNDS, 250 FEET EAST OF U.S. HIGHWAY 169, 43 FEET NORTHEAST OF
 OP0131'THE CENTERLINE OF THE TRACK, 35 FEET NORTH OF THE ROAD, AND 10 FEET
 OP0131'NORTH OF ROAD FENCE.  A STANDARD DISK, STAMPED 1194.755 S 1 1930 AND
 OP0131'SET IN THE TOP OF A CONCRETE POST.
 OP0131
 OP0131                          STATION RECOVERY (1968)
 OP0131
 OP0131'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 OP0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0100 ***********************************************************************
 NK0100  DESIGNATION -  S 10
 NK0100  PID         -  NK0100
 NK0100  STATE/COUNTY-  IA/MARSHALL
 NK0100  USGS QUAD   -  MARSHALLTOWN (1980)
 NK0100
 NK0100                         *CURRENT SURVEY CONTROL
 NK0100  ___________________________________________________________________
 NK0100* NAD 83(1986)-  42 00 49.     (N)    092 57 37.     (W)     SCALED    
 NK0100* NAVD 88     -       284.893  (meters)     934.69   (feet)  ADJUSTED  
 NK0100  ___________________________________________________________________
 NK0100  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 NK0100  DYNAMIC HT  -         284.785 (meters)     934.33  (feet)  COMP
 NK0100  MODELED GRAV-     980,234.0   (mgal)                       NAVD 88
 NK0100
 NK0100  VERT ORDER  -  FIRST     CLASS II
 NK0100
 NK0100.The horizontal coordinates were scaled from a topographic map and have
 NK0100.an estimated accuracy of +/- 6 seconds.
 NK0100
 NK0100.The orthometric height was determined by differential leveling
 NK0100.and adjusted by the National Geodetic Survey in June 1991..
 NK0100
 NK0100.The geoid height was determined by GEOID03.
 NK0100
 NK0100.The dynamic height is computed by dividing the NAVD 88
 NK0100.geopotential number by the normal gravity value computed on the
 NK0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0100.degrees latitude (g = 980.6199 gals.).
 NK0100
 NK0100.The modeled gravity was interpolated from observed gravity values.
 NK0100
 NK0100;                    North         East    Units  Estimated Accuracy
 NK0100;SPC IA N     - 1,057,190.    1,544,710.      MT  (+/- 180 meters Scaled)
 NK0100
 NK0100                          SUPERSEDED SURVEY CONTROL
 NK0100
 NK0100  NGVD 29 (??/??/92)  284.874  (m)          934.62   (f) ADJ UNCH    1 2
 NK0100
 NK0100.Superseded values are not recommended for survey control.
 NK0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0100.See file dsdata.txt to determine how the superseded data were derived.
 NK0100
 NK0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG032512(NAD 83)
 NK0100_MARKER: DB = BENCH MARK DISK
 NK0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0100_STAMPING: S 10 1933
 NK0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0100+STABILITY: SURFACE MOTION
 NK0100
 NK0100  HISTORY     - Date     Condition        Report By
 NK0100  HISTORY     - 1933     MONUMENTED       CGS
 NK0100  HISTORY     - 1957     MARK NOT FOUND   NGS
 NK0100
 NK0100                          STATION DESCRIPTION
 NK0100
 NK0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NK0100'3 MI SW FROM MARSHALLTOWN.
 NK0100'3 MILES SOUTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0100'MARSHALLTOWN, MARSHALL COUNTY, 21 FEET NORTH OF POLE 323+12,
 NK0100'9 FEET EAST OF THE CENTER OF A ROAD CROSSING, AND 17 FEET SOUTH
 NK0100'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED S 10
 NK0100'1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0094 ***********************************************************************
 NL0094  DESIGNATION -  S 101
 NL0094  PID         -  NL0094
 NL0094  STATE/COUNTY-  IA/GREENE
 NL0094  USGS QUAD   -  CHURDAN (1985)
 NL0094
 NL0094                         *CURRENT SURVEY CONTROL
 NL0094  ___________________________________________________________________
 NL0094* NAD 83(1986)-  42 09 15.     (N)    094 28 45.     (W)     SCALED    
 NL0094* NAVD 88     -       341.331  (meters)    1119.85   (feet)  ADJUSTED  
 NL0094  ___________________________________________________________________
 NL0094  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 NL0094  DYNAMIC HT  -         341.227 (meters)    1119.51  (feet)  COMP
 NL0094  MODELED GRAV-     980,305.9   (mgal)                       NAVD 88
 NL0094
 NL0094  VERT ORDER  -  SECOND    CLASS 0
 NL0094
 NL0094.The horizontal coordinates were scaled from a topographic map and have
 NL0094.an estimated accuracy of +/- 6 seconds.
 NL0094
 NL0094.The orthometric height was determined by differential leveling
 NL0094.and adjusted by the National Geodetic Survey in June 1991..
 NL0094
 NL0094.The geoid height was determined by GEOID03.
 NL0094
 NL0094.The dynamic height is computed by dividing the NAVD 88
 NL0094.geopotential number by the normal gravity value computed on the
 NL0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0094.degrees latitude (g = 980.6199 gals.).
 NL0094
 NL0094.The modeled gravity was interpolated from observed gravity values.
 NL0094
 NL0094;                    North         East    Units  Estimated Accuracy
 NL0094;SPC IA N     - 1,073,130.    1,419,070.      MT  (+/- 180 meters Scaled)
 NL0094
 NL0094                          SUPERSEDED SURVEY CONTROL
 NL0094
 NL0094  NGVD 29 (??/??/92)  341.288  (m)         1119.71   (f) ADJ UNCH    2 0
 NL0094
 NL0094.Superseded values are not recommended for survey control.
 NL0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0094.See file dsdata.txt to determine how the superseded data were derived.
 NL0094
 NL0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG777679(NAD 83)
 NL0094_MARKER: DB = BENCH MARK DISK
 NL0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0094_STAMPING: S 101 1935
 NL0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0094+STABILITY: SURFACE MOTION
 NL0094
 NL0094  HISTORY     - Date     Condition        Report By
 NL0094  HISTORY     - 1935     MONUMENTED       CGS
 NL0094  HISTORY     - 1962     MARK NOT FOUND   NGS
 NL0094
 NL0094                          STATION DESCRIPTION
 NL0094
 NL0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NL0094'AT CHURDAN.
 NL0094'AT CHURDAN, GREENE COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 NL0094'AND PACIFIC RAILROAD, 100 FEET SOUTH OF THE STATION, AT A
 NL0094'STREET CROSSING, 17 FEET EAST OF THE CENTERLINE OF THE MAIN
 NL0094'TRACK, AND 1 FOOT EAST OF THE BRICK STATION PLATFORM.  A
 NL0094'STANDARD DISK, STAMPED S 101 1935 AND SET IN THE TOP OF A
 NL0094'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0051 ***********************************************************************
 MJ0051  DESIGNATION -  S 102 RESET
 MJ0051  PID         -  MJ0051
 MJ0051  STATE/COUNTY-  IA/GUTHRIE
 MJ0051  USGS QUAD   -  GUTHRIE CENTER EAST (1982)
 MJ0051
 MJ0051                         *CURRENT SURVEY CONTROL
 MJ0051  ___________________________________________________________________
 MJ0051* NAD 83(1986)-  41 40 51.     (N)    094 26 17.     (W)     SCALED    
 MJ0051* NAVD 88     -       365.64   (meters)    1199.6    (feet)  RESET     
 MJ0051  ___________________________________________________________________
 MJ0051  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 MJ0051
 MJ0051  VERT ORDER  -  THIRD
 MJ0051
 MJ0051.The horizontal coordinates were scaled from a topographic map and have
 MJ0051.an estimated accuracy of +/- 6 seconds.
 MJ0051
 MJ0051.The orthometric height was computed from unverified reset data.
 MJ0051
 MJ0051.The geoid height was determined by GEOID03.
 MJ0051
 MJ0051;                    North         East    Units  Estimated Accuracy
 MJ0051;SPC IA S     -   187,080.      421,900.      MT  (+/- 180 meters Scaled)
 MJ0051
 MJ0051                          SUPERSEDED SURVEY CONTROL
 MJ0051
 MJ0051.No superseded survey control is available for this station.
 MJ0051
 MJ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG803153(NAD 83)
 MJ0051_MARKER: DD = SURVEY DISK
 MJ0051_SETTING: 0 = UNSPECIFIED SETTING
 MJ0051_STAMPING: S 102 RESET 1972
 MJ0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0051
 MJ0051  HISTORY     - Date     Condition        Report By
 MJ0051  HISTORY     - 1972     MONUMENTED       IAHD
 MJ0051  HISTORY     - 1973     GOOD             NGS
 MJ0051
 MJ0051                          STATION DESCRIPTION
 MJ0051
 MJ0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MJ0051'4 MI W FROM PANORA.
 MJ0051'4.0 MILES WEST ALONG STATE HIGHWAY 44 FROM THE TOWN SQUARE AT
 MJ0051'PANORA, GUTHRIE COUNTY, 128.5 FEET NORTH OF THE CENTERLINE OF
 MJ0051'HIGHWAY STATION 873+00, 1.5 FT SOUTH OF FENCE, SET CONCRETE
 MJ0051'MONUMENT WITH DISK IN TOP STAMPED S 102 RESET 1972.  7.0 HIGHER
 MJ0051'THAN CENTERLINE OF PAVEMENT AND LEVEL WITH GROUND AROUND IT,
 MJ0051'WITH ORANGE STEEL POST BESIDE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0027 ***********************************************************************
 LF0027  DESIGNATION -  S 104
 LF0027  PID         -  LF0027
 LF0027  STATE/COUNTY-  IA/RINGGOLD
 LF0027  USGS QUAD   -  SHANNON CITY (1981)
 LF0027
 LF0027                         *CURRENT SURVEY CONTROL
 LF0027  ___________________________________________________________________
 LF0027* NAD 83(1986)-  40 53 03.     (N)    094 20 19.     (W)     SCALED    
 LF0027* NAVD 88     -       380.299  (meters)    1247.70   (feet)  ADJUSTED  
 LF0027  ___________________________________________________________________
 LF0027  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 LF0027  DYNAMIC HT  -         380.109 (meters)    1247.07  (feet)  COMP
 LF0027  MODELED GRAV-     980,114.5   (mgal)                       NAVD 88
 LF0027
 LF0027  VERT ORDER  -  SECOND    CLASS 0
 LF0027
 LF0027.The horizontal coordinates were scaled from a topographic map and have
 LF0027.an estimated accuracy of +/- 6 seconds.
 LF0027
 LF0027.The orthometric height was determined by differential leveling
 LF0027.and adjusted by the National Geodetic Survey in June 1991..
 LF0027
 LF0027.The geoid height was determined by GEOID03.
 LF0027
 LF0027.The dynamic height is computed by dividing the NAVD 88
 LF0027.geopotential number by the normal gravity value computed on the
 LF0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0027.degrees latitude (g = 980.6199 gals.).
 LF0027
 LF0027.The modeled gravity was interpolated from observed gravity values.
 LF0027
 LF0027;                    North         East    Units  Estimated Accuracy
 LF0027;SPC IA S     -    98,530.      429,320.      MT  (+/- 180 meters Scaled)
 LF0027
 LF0027                          SUPERSEDED SURVEY CONTROL
 LF0027
 LF0027  NGVD 29 (??/??/92)  380.18   (m)         1247.3    (f) COMPUTED    2 0
 LF0027
 LF0027.Superseded values are not recommended for survey control.
 LF0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0027.See file dsdata.txt to determine how the superseded data were derived.
 LF0027
 LF0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF872267(NAD 83)
 LF0027_MARKER: DB = BENCH MARK DISK
 LF0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0027_STAMPING: S-104 1935
 LF0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0027+STABILITY: SURFACE MOTION
 LF0027
 LF0027  HISTORY     - Date     Condition        Report By
 LF0027  HISTORY     - 1935     MONUMENTED       CGS
 LF0027
 LF0027                          STATION DESCRIPTION
 LF0027
 LF0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0027'5.7 MI N FROM DIAGONAL.
 LF0027'5.7 MILES NORTH ALONG THE CRESTON-DIAGNOL ROAD TO SCHOOL HOUSE
 LF0027'ON THE WEST SIDE OF THE ROAD.  SET IN POST 32 FEET WEST OF THE
 LF0027'CENTER LINE OF THE ROAD, 15 FEET SOUTH OF THE CENTER LINE OF
 LF0027'THE ENTRANCE TO THE SCHOOL YARD, ON THE CENTER LINE OF THE T-ROAD
 LF0027'EAST, 3 FEET ABOVE ROAD LEVEL, 2 FEET NORTH OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0028 ***********************************************************************
 LF0028  DESIGNATION -  S 104 RESET
 LF0028  PID         -  LF0028
 LF0028  STATE/COUNTY-  IA/RINGGOLD
 LF0028  USGS QUAD   -  SHANNON CITY (1981)
 LF0028
 LF0028                         *CURRENT SURVEY CONTROL
 LF0028  ___________________________________________________________________
 LF0028* NAD 83(1986)-  40 53 03.     (N)    094 20 19.     (W)     SCALED    
 LF0028* NAVD 88     -       380.21   (meters)    1247.4    (feet)  RESET     
 LF0028  ___________________________________________________________________
 LF0028  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 LF0028
 LF0028  VERT ORDER  -  THIRD
 LF0028
 LF0028.The horizontal coordinates were scaled from a topographic map and have
 LF0028.an estimated accuracy of +/- 6 seconds.
 LF0028
 LF0028.The orthometric height was computed from unverified reset data.
 LF0028.No vertical observational check was made to the station.
 LF0028
 LF0028.The geoid height was determined by GEOID03.
 LF0028
 LF0028;                    North         East    Units  Estimated Accuracy
 LF0028;SPC IA S     -    98,530.      429,320.      MT  (+/- 180 meters Scaled)
 LF0028
 LF0028                          SUPERSEDED SURVEY CONTROL
 LF0028
 LF0028  NGVD 29 (??/??/??)  380.09   (m)         1247.0    (f) RESET       3  
 LF0028
 LF0028.Superseded values are not recommended for survey control.
 LF0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0028.See file dsdata.txt to determine how the superseded data were derived.
 LF0028
 LF0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF872267(NAD 83)
 LF0028_MARKER: DB = BENCH MARK DISK
 LF0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0028_STAMPING: S 104 1935 RESET 1954
 LF0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0028+STABILITY: SURFACE MOTION
 LF0028
 LF0028  HISTORY     - Date     Condition        Report By
 LF0028  HISTORY     - 1954     MONUMENTED       CGS
 LF0028  HISTORY     - 1978     GOOD             USGS
 LF0028
 LF0028                          STATION DESCRIPTION
 LF0028
 LF0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LF0028'5.3 MI N FROM DIAGONAL.
 LF0028'5.3 MILES NORTH ALONG THE CRESTON-DIAGONAL ROAD FROM THE
 LF0028'CHICAGO GREAT WESTERN RAILWAY STATION AT DIAGONAL, RINGGOLD
 LF0028'COUNTY, 1.0 MILE SOUTH OF THE RINGGOLD-UNION COUNTY LINE, 130
 LF0028'FEET SOUTH-SOUTHEAST OF A WELL, 120 FEET SOUTH-SOUTHEAST OF
 LF0028'THE SOUTHWEST CORNER OF A SCHOOLHOUSE, 72 FEET WEST OF THE
 LF0028'CENTERLINE OF THE GRAVEL ROAD, AND 22 FEET NORTHEAST OF A 20-INCH
 LF0028'MAPLE TREE.  A STANDARD DISK, STAMPED S 104 1935 RESET 1954 AND
 LF0028'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LF0028'GROUND.
 LF0028
 LF0028                          STATION RECOVERY (1978)
 LF0028
 LF0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LF0028'DIAGONAL 5.5 MILES NORTH OF, T 70 N, R 30 W, NEAR CORNER OF SECTIONS,
 LF0028'5-6-7-8. 80 FEET WEST OF T-ROAD EAST, 1 FOOT EAST OF A WITNESS POST,
 LF0028'IN A CONCRETE POST A STD DISK STAMPED S 104 RESET 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0189 ***********************************************************************
 LF0189  DESIGNATION -  S 105
 LF0189  PID         -  LF0189
 LF0189  STATE/COUNTY-  IA/TAYLOR
 LF0189  USGS QUAD   -  BEDFORD (1980)
 LF0189
 LF0189                         *CURRENT SURVEY CONTROL
 LF0189  ___________________________________________________________________
 LF0189* NAD 83(1986)-  40 39 03.     (N)    094 43 59.     (W)     SCALED    
 LF0189* NAVD 88     -       333.452  (meters)    1094.00   (feet)  ADJUSTED  
 LF0189  ___________________________________________________________________
 LF0189  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 LF0189  DYNAMIC HT  -         333.277 (meters)    1093.43  (feet)  COMP
 LF0189  MODELED GRAV-     980,092.6   (mgal)                       NAVD 88
 LF0189
 LF0189  VERT ORDER  -  SECOND    CLASS 0
 LF0189
 LF0189.The horizontal coordinates were scaled from a topographic map and have
 LF0189.an estimated accuracy of +/- 6 seconds.
 LF0189
 LF0189.The orthometric height was determined by differential leveling
 LF0189.and adjusted by the National Geodetic Survey in June 1991..
 LF0189
 LF0189.The geoid height was determined by GEOID03.
 LF0189
 LF0189.The dynamic height is computed by dividing the NAVD 88
 LF0189.geopotential number by the normal gravity value computed on the
 LF0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0189.degrees latitude (g = 980.6199 gals.).
 LF0189
 LF0189.The modeled gravity was interpolated from observed gravity values.
 LF0189
 LF0189;                    North         East    Units  Estimated Accuracy
 LF0189;SPC IA S     -    73,010.      395,720.      MT  (+/- 180 meters Scaled)
 LF0189
 LF0189                          SUPERSEDED SURVEY CONTROL
 LF0189
 LF0189  NGVD 29 (??/??/92)  333.346  (m)         1093.65   (f) ADJ UNCH    2 0
 LF0189
 LF0189.Superseded values are not recommended for survey control.
 LF0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0189.See file dsdata.txt to determine how the superseded data were derived.
 LF0189
 LF0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF534014(NAD 83)
 LF0189_MARKER: DB = BENCH MARK DISK
 LF0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0189_SP_SET: CULVERT
 LF0189_STAMPING: S 105 1935
 LF0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0189
 LF0189  HISTORY     - Date     Condition        Report By
 LF0189  HISTORY     - 1935     MONUMENTED       CGS
 LF0189
 LF0189                          STATION DESCRIPTION
 LF0189
 LF0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0189'1.5 MI N FROM BEDFORD.
 LF0189'1.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0189'RAILROAD FROM THE STATION AT BEDFORD, TAYLOR COUNTY, 75 FEET
 LF0189'WEST OF BRIDGE 36.68, AT A 10-FOOT CONCRETE CULVERT ON THE MARYVILLE
 LF0189'ROAD, IN THE TOP OF THE EAST HEADWALL, AND 2 FEET HIGHER THAN
 LF0189'THE TRACK.  A STANDARD DISK, STAMPED S 105 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0173 ***********************************************************************
 LF0173  DESIGNATION -  S 106
 LF0173  PID         -  LF0173
 LF0173  STATE/COUNTY-  IA/TAYLOR
 LF0173  USGS QUAD   -  LADOGA (1980)
 LF0173
 LF0173                         *CURRENT SURVEY CONTROL
 LF0173  ___________________________________________________________________
 LF0173* NAD 83(1986)-  40 44 40.     (N)    094 47 25.     (W)     SCALED    
 LF0173* NAVD 88     -       375.337  (meters)    1231.42   (feet)  ADJUSTED  
 LF0173  ___________________________________________________________________
 LF0173  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 LF0173  DYNAMIC HT  -         375.142 (meters)    1230.78  (feet)  COMP
 LF0173  MODELED GRAV-     980,093.7   (mgal)                       NAVD 88
 LF0173
 LF0173  VERT ORDER  -  SECOND    CLASS 0
 LF0173
 LF0173.The horizontal coordinates were scaled from a topographic map and have
 LF0173.an estimated accuracy of +/- 6 seconds.
 LF0173
 LF0173.The orthometric height was determined by differential leveling
 LF0173.and adjusted by the National Geodetic Survey in June 1991..
 LF0173
 LF0173.The geoid height was determined by GEOID03.
 LF0173
 LF0173.The dynamic height is computed by dividing the NAVD 88
 LF0173.geopotential number by the normal gravity value computed on the
 LF0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0173.degrees latitude (g = 980.6199 gals.).
 LF0173
 LF0173.The modeled gravity was interpolated from observed gravity values.
 LF0173
 LF0173;                    North         East    Units  Estimated Accuracy
 LF0173;SPC IA S     -    83,480.      391,030.      MT  (+/- 180 meters Scaled)
 LF0173
 LF0173                          SUPERSEDED SURVEY CONTROL
 LF0173
 LF0173  NGVD 29 (??/??/92)  375.215  (m)         1231.02   (f) ADJ UNCH    2 0
 LF0173
 LF0173.Superseded values are not recommended for survey control.
 LF0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0173.See file dsdata.txt to determine how the superseded data were derived.
 LF0173
 LF0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF488119(NAD 83)
 LF0173_MARKER: DB = BENCH MARK DISK
 LF0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0173_STAMPING: S 106 1935
 LF0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0173+STABILITY: SURFACE MOTION
 LF0173
 LF0173  HISTORY     - Date     Condition        Report By
 LF0173  HISTORY     - 1935     MONUMENTED       CGS
 LF0173  HISTORY     - 1979     GOOD             NGS
 LF0173
 LF0173                          STATION DESCRIPTION
 LF0173
 LF0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0173'AT LADOGA.
 LF0173'AT LADOGA, TAYLOR COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LF0173'RAILROAD, NEAR THE STATION, 17 POLES NORTHEAST OF MILEPOST 209,
 LF0173'AT A ROAD CROSSING, 90 FEET NORTHEAST OF THE CENTERLINE OF THE
 LF0173'ROAD, 44 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 6 FEET
 LF0173'SOUTHEAST OF THE RIGHT OF WAY FENCE, AND 12 INCHES HIGHER THAN THE
 LF0173'TRACK.  A STANDARD DISK, STAMPED S 106 1935 AND SET IN THE TOP OF
 LF0173'A CONCRETE POST.
 LF0173
 LF0173                          STATION RECOVERY (1979)
 LF0173
 LF0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LF0173'MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER, LADOGA NO LONGER
 LF0173'EXISTS AND ALL ORIGINAL LANDMARKS ARE GONE. MARK IS 1.2 MILES WEST
 LF0173'ALONG TAYLOR COUNTY ROAD J 35, THENCE 0.85 MILE SOUTH ALONG ROAD J
 LF0173'35, 92.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 14 FEET NORTHEAST
 LF0173'OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1488 ***********************************************************************
 LF1488  CBN         -  This is a Cooperative Base Network Control Station.
 LF1488  DESIGNATION -  S 106 RESET
 LF1488  PID         -  LF1488
 LF1488  STATE/COUNTY-  IA/TAYLOR
 LF1488  USGS QUAD   -  LADOGA (1980)
 LF1488
 LF1488                         *CURRENT SURVEY CONTROL
 LF1488  ___________________________________________________________________
 LF1488* NAD 83(1996)-  40 44 42.42061(N)    094 47 23.77609(W)     ADJUSTED  
 LF1488* NAVD 88     -       376.58   (meters)    1235.5    (feet)  RESET     
 LF1488  ___________________________________________________________________
 LF1488  X           -    -404,101.562 (meters)                     COMP
 LF1488  Y           -  -4,822,473.776 (meters)                     COMP
 LF1488  Z           -   4,141,245.362 (meters)                     COMP
 LF1488  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 LF1488  ELLIP HEIGHT-         345.58  (meters)          (06/15/04) GPS OBS
 LF1488  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 LF1488
 LF1488  HORZ ORDER  -  B
 LF1488  VERT ORDER  -  THIRD
 LF1488  ELLP ORDER  -  FOURTH    CLASS I
 LF1488
 LF1488.The horizontal coordinates were established by GPS observations
 LF1488.and adjusted by the National Geodetic Survey in August 1997..
 LF1488
 LF1488.The orthometric height was computed from unverified reset data.
 LF1488
 LF1488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1488
 LF1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1488
 LF1488.The ellipsoidal height was determined by GPS observations
 LF1488.and is referenced to NAD 83.
 LF1488
 LF1488.The geoid height was determined by GEOID03.
 LF1488
 LF1488;                    North         East     Units Scale Factor Converg.
 LF1488;SPC IA S     -    83,551.788   391,060.033   MT  0.99997981   -0 50 58.9
 LF1488;UTM  15      - 4,512,004.196   348,881.392   MT  0.99988109   -1 10 06.6
 LF1488
 LF1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1488!SPC IA S     -   0.99994579  x   0.99997981  =   0.99992560
 LF1488!UTM  15      -   0.99994579  x   0.99988109  =   0.99982689
 LF1488
 LF1488                          SUPERSEDED SURVEY CONTROL
 LF1488
 LF1488  ELLIP H (08/25/97)  345.65   (m)                       GP(       ) 4 1
 LF1488  NAD 83(1986)-  40 44 42.41889(N)    094 47 23.76264(W) AD(       ) 3
 LF1488  NGVD 29 (05/12/04)  376.45   (m)         1235.1    (f) RESET       3  
 LF1488
 LF1488.Superseded values are not recommended for survey control.
 LF1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1488.See file dsdata.txt to determine how the superseded data were derived.
 LF1488
 LF1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF4888112004(NAD 83)
 LF1488_MARKER: DV = VERTICAL CONTROL DISK
 LF1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1488_SP_SET: CONCRETE POST
 LF1488_STAMPING: S 106 RESET 1984
 LF1488_MARK LOGO: NGS   
 LF1488_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1488+STABILITY: SURFACE MOTION
 LF1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1488+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1989
 LF1488
 LF1488  HISTORY     - Date     Condition        Report By
 LF1488  HISTORY     - 1984     MONUMENTED       NGS
 LF1488  HISTORY     - 19890608 GOOD             NGS
 LF1488  HISTORY     - 19960325 GOOD             IADT
 LF1488
 LF1488                          STATION DESCRIPTION
 LF1488
 LF1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1488'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) WEST-SOUTHWEST OF
 LF1488'GRAVITY, 9.65 KM (6.00 MI) EAST-NORTHEAST OF NEW MARKET, ALONG THE
 LF1488'EAST SIDE OF COUNTY ROAD J 35 AT A FARM FIELD ENTRANCE.
 LF1488'OWNERSHIP--DEPARTMENT OF TRANSPORTATION, 800 LINCOLN WAY, AMES, IA
 LF1488'50010, PHONE (515) 239-1101.
 LF1488'TO REACH THE STATION FROM THE POST OFFICE IN GRAVITY, LOCATED AT THE
 LF1488'INTERSECTION OF COUNTY ROAD J 35 (3RD STREET) AND MAIN STREET, GO WEST
 LF1488'ON COUNTY ROAD 35 FOR 4.75 KM (2.95 MI) TO THE NORTH END OF A CURVE
 LF1488'AND THE STATION ON THE LEFT, DIRECTLY ACROSS THE COUNTY ROAD FROM AN
 LF1488'ABANDONED FRAME HOUSE AND ON THE NORTH SIDE OF AN ENTRANCE ROAD TO A
 LF1488'FIELD.
 LF1488'THE STATION IS A STANDARD NGS BENCHMARK DISK FLUSH WITH THE GROUND.
 LF1488'LOCATED 19.0 M (62.3 FT) EAST OF THE CENTERLINE OF COUNTY ROAD J 35,
 LF1488'0.9 M (3.0 FT) NORTHWEST OF THE NORTH GATEPOST OF THE ENTRANCE ROAD OF
 LF1488'THE FIELD, 0.7 M (2.3 FT) WEST OF A BARBED WIRE FENCE AND 0.2 M
 LF1488'(0.7 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 LF1488'DESCRIBED BY M. L. MCCREADY.
 LF1488
 LF1488                          STATION RECOVERY (1996)
 LF1488
 LF1488'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DG)
 LF1488'RECOVERED AS DESCRIBED.  A PINK STATE HARN SIGN WAS SET 0.3 M (1.0 FT)
 LF1488'EAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0203 ***********************************************************************
 LF0203  DESIGNATION -  S 108
 LF0203  PID         -  LF0203
 LF0203  STATE/COUNTY-  IA/ADAMS
 LF0203  USGS QUAD   -  VILLISCA (1980)
 LF0203
 LF0203                         *CURRENT SURVEY CONTROL
 LF0203  ___________________________________________________________________
 LF0203* NAD 83(1986)-  40 55 57.     (N)    094 54 37.     (W)     SCALED    
 LF0203* NAVD 88     -       328.022  (meters)    1076.19   (feet)  ADJUSTED  
 LF0203  ___________________________________________________________________
 LF0203  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LF0203  DYNAMIC HT  -         327.852 (meters)    1075.63  (feet)  COMP
 LF0203  MODELED GRAV-     980,095.4   (mgal)                       NAVD 88
 LF0203
 LF0203  VERT ORDER  -  SECOND    CLASS 0
 LF0203
 LF0203.The horizontal coordinates were scaled from a topographic map and have
 LF0203.an estimated accuracy of +/- 6 seconds.
 LF0203
 LF0203.The orthometric height was determined by differential leveling
 LF0203.and adjusted by the National Geodetic Survey in June 1991..
 LF0203
 LF0203.The geoid height was determined by GEOID03.
 LF0203
 LF0203.The dynamic height is computed by dividing the NAVD 88
 LF0203.geopotential number by the normal gravity value computed on the
 LF0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0203.degrees latitude (g = 980.6199 gals.).
 LF0203
 LF0203.The modeled gravity was interpolated from observed gravity values.
 LF0203
 LF0203;                    North         East    Units  Estimated Accuracy
 LF0203;SPC IA S     -   104,520.      381,240.      MT  (+/- 180 meters Scaled)
 LF0203
 LF0203                          SUPERSEDED SURVEY CONTROL
 LF0203
 LF0203  NGVD 29 (??/??/92)  327.915  (m)         1075.83   (f) ADJ UNCH    2 0
 LF0203
 LF0203.Superseded values are not recommended for survey control.
 LF0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0203.See file dsdata.txt to determine how the superseded data were derived.
 LF0203
 LF0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF391330(NAD 83)
 LF0203_MARKER: DB = BENCH MARK DISK
 LF0203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0203_SP_SET: BRIDGE
 LF0203_STAMPING: S 108 1935
 LF0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0203
 LF0203  HISTORY     - Date     Condition        Report By
 LF0203  HISTORY     - 1935     MONUMENTED       CGS
 LF0203  HISTORY     - 1977     GOOD             USGS
 LF0203
 LF0203                          STATION DESCRIPTION
 LF0203
 LF0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0203'1.1 MI W FROM NODAWAY.
 LF0203'1.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0203'FROM THE STATION AT NODAWAY, ADAMS COUNTY, AT BRIDGE 423.91 OVER
 LF0203'EAST NODAWAY RIVER, IN THE TOP OF THE NORTHEAST CORNER OF THE EAST
 LF0203'CONCRETE ABUTMENT, 7 FEET NORTH OF THE CENTERLINE OF THE NORTH
 LF0203'TRACK, AND 0.5 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 LF0203'STAMPED S 108 1935.
 LF0203
 LF0203                          STATION RECOVERY (1977)
 LF0203
 LF0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0203'THE DESCRIPTION NOW READS, IN THE TOP OF THE NE CORNER OF THE E,
 LF0203'CONCRETE ABUTMENT. THIS SHOULD BE REVISED TO READ, IN THE TOP OF THE
 LF0203'N. END OF THE WEST CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0006 ***********************************************************************
 NK0006  DESIGNATION -  S 11
 NK0006  PID         -  NK0006
 NK0006  STATE/COUNTY-  IA/BLACK HAWK
 NK0006  USGS QUAD   -  LITTLETON (1971)
 NK0006
 NK0006                         *CURRENT SURVEY CONTROL
 NK0006  ___________________________________________________________________
 NK0006* NAD 83(1986)-  42 36 31.     (N)    092 05 48.     (W)     SCALED    
 NK0006* NAVD 88     -       304.807  (meters)    1000.02   (feet)  ADJUSTED  
 NK0006  ___________________________________________________________________
 NK0006  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 NK0006  DYNAMIC HT  -         304.716 (meters)     999.72  (feet)  COMP
 NK0006  MODELED GRAV-     980,314.9   (mgal)                       NAVD 88
 NK0006
 NK0006  VERT ORDER  -  FIRST     CLASS II
 NK0006
 NK0006.The horizontal coordinates were scaled from a topographic map and have
 NK0006.an estimated accuracy of +/- 6 seconds.
 NK0006
 NK0006.The orthometric height was determined by differential leveling
 NK0006.and adjusted by the National Geodetic Survey in June 1991..
 NK0006
 NK0006.The geoid height was determined by GEOID03.
 NK0006
 NK0006.The dynamic height is computed by dividing the NAVD 88
 NK0006.geopotential number by the normal gravity value computed on the
 NK0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0006.degrees latitude (g = 980.6199 gals.).
 NK0006
 NK0006.The modeled gravity was interpolated from observed gravity values.
 NK0006
 NK0006;                    North         East    Units  Estimated Accuracy
 NK0006;SPC IA N     - 1,124,100.    1,615,140.      MT  (+/- 180 meters Scaled)
 NK0006
 NK0006                          SUPERSEDED SURVEY CONTROL
 NK0006
 NK0006  NGVD 29 (??/??/92)  304.828  (m)         1000.09   (f) ADJ UNCH    1 2
 NK0006
 NK0006.Superseded values are not recommended for survey control.
 NK0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0006.See file dsdata.txt to determine how the superseded data were derived.
 NK0006
 NK0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH740177(NAD 83)
 NK0006_MARKER: DB = BENCH MARK DISK
 NK0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0006_STAMPING: S 11 1933
 NK0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0006+STABILITY: SURFACE MOTION
 NK0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0006+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 NK0006
 NK0006  HISTORY     - Date     Condition        Report By
 NK0006  HISTORY     - 1933     MONUMENTED       CGS
 NK0006  HISTORY     - 1942     GOOD             NGS
 NK0006  HISTORY     - 1968     GOOD             USGS
 NK0006  HISTORY     - 20011115 GOOD             BHCIAE
 NK0006  HISTORY     - 20031105 GOOD             JCLS
 NK0006
 NK0006                          STATION DESCRIPTION
 NK0006
 NK0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NK0006'3.8 MI SW FROM FAIRBANK.
 NK0006'IN BLACK HAWK COUNTY, 3-3/4 MILES SOUTHWEST ALONG THE CHICAGO
 NK0006'GREAT WESTERN RAILROAD FROM FAIRBANK, BUCHANAN COUNTY, 5 FEET
 NK0006'NORTHWEST OF POLE 256+36, 28 FEET WEST OF THE CENTER OF A ROAD
 NK0006'CROSSING, AND 34 1/2 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 NK0006'A STANDARD DISK, STAMPED S 11 1933 AND SET IN THE TOP OF A
 NK0006'CONCRETE POST.
 NK0006
 NK0006                          STATION RECOVERY (1968)
 NK0006
 NK0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NK0006'RECOVERED IN GOOD CONDITION.
 NK0006
 NK0006                          STATION RECOVERY (2001)
 NK0006
 NK0006'RECOVERY NOTE BY BLACK HAWK COUNTY IOWA ENGINEER 2001 (GAT)
 NK0006'SOUTH OF CEDAR WAPSI ROAD ON DUFFY ST. AT SOUTHWEST CORNER OF
 NK0006'INTERSECTION WITH RAILROAD CROSSING (E. LINE OF N.W. 1/4 SECTION
 NK0006'13-90-11).  MONUMENT 68FT SOUTH ALONG GRAVEL ROAD FROM CL RR CROSSING,
 NK0006'28.5FT WEST OF C.L. RD. IN TOP OF BACKSLOPE, AND 35FT PERP. TO C.L.
 NK0006'RR.  FOUND STD. DISK IN 10IN. SQUARE PCC MONUMENT STAMPED 'S11 1933',
 NK0006'AT 2IN. ABOVE GROUND.
 NK0006
 NK0006                          STATION RECOVERY (2003)
 NK0006
 NK0006'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 NK0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0282 ***********************************************************************
 MH0282  DESIGNATION -  S 110
 MH0282  PID         -  MH0282
 MH0282  STATE/COUNTY-  IA/LUCAS
 MH0282  USGS QUAD   -  WOODBURN (1983)
 MH0282
 MH0282                         *CURRENT SURVEY CONTROL
 MH0282  ___________________________________________________________________
 MH0282* NAD 83(1986)-  41 00 55.     (N)    093 32 17.     (W)     SCALED    
 MH0282* NAVD 88     -       278.324  (meters)     913.13   (feet)  ADJUSTED  
 MH0282  ___________________________________________________________________
 MH0282  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 MH0282  DYNAMIC HT  -         278.194 (meters)     912.71  (feet)  COMP
 MH0282  MODELED GRAV-     980,148.6   (mgal)                       NAVD 88
 MH0282
 MH0282  VERT ORDER  -  SECOND    CLASS 0
 MH0282
 MH0282.The horizontal coordinates were scaled from a topographic map and have
 MH0282.an estimated accuracy of +/- 6 seconds.
 MH0282
 MH0282.The orthometric height was determined by differential leveling
 MH0282.and adjusted by the National Geodetic Survey in June 1991..
 MH0282
 MH0282.The geoid height was determined by GEOID03.
 MH0282
 MH0282.The dynamic height is computed by dividing the NAVD 88
 MH0282.geopotential number by the normal gravity value computed on the
 MH0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0282.degrees latitude (g = 980.6199 gals.).
 MH0282
 MH0282.The modeled gravity was interpolated from observed gravity values.
 MH0282
 MH0282;                    North         East    Units  Estimated Accuracy
 MH0282;SPC IA S     -   112,750.      496,800.      MT  (+/- 180 meters Scaled)
 MH0282
 MH0282                          SUPERSEDED SURVEY CONTROL
 MH0282
 MH0282  NGVD 29 (??/??/92)  278.262  (m)          912.93   (f) ADJ UNCH    2 0
 MH0282
 MH0282.Superseded values are not recommended for survey control.
 MH0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0282.See file dsdata.txt to determine how the superseded data were derived.
 MH0282
 MH0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF547405(NAD 83)
 MH0282_MARKER: DB = BENCH MARK DISK
 MH0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0282_STAMPING: S 110 1935
 MH0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0282+STABILITY: SURFACE MOTION
 MH0282
 MH0282  HISTORY     - Date     Condition        Report By
 MH0282  HISTORY     - 1935     MONUMENTED       CGS
 MH0282  HISTORY     - 1980     MARK NOT FOUND   USGS
 MH0282
 MH0282                          STATION DESCRIPTION
 MH0282
 MH0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0282'3.2 MI E FROM WOODBURN.
 MH0282'IN LUCAS COUNTY, 3.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND
 MH0282'QUINCY RAILROAD FROM THE STATION AT WOODBURN, CLARKE COUNTY, 100
 MH0282'FEET EAST OF MILEPOST 347, AT A ROAD CROSSING, 60 FEET WEST OF THE
 MH0282'CENTERLINE OF THE ROAD, 25 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 MH0282'TRACK, 5 FEET WEST OF A POLE WITH TWO GUY WIRES, 3 FEET NORTH OF
 MH0282'A CONCRETE POST AT A FENCE CORNER, AND 5 FEET LOWER THAN THE
 MH0282'TRACK.  A STANDARD DISK, STAMPED S 110 1935 AND SET IN THE TOP OF
 MH0282'A CONCRETE POST.
 MH0282
 MH0282                          STATION RECOVERY (1980)
 MH0282
 MH0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MH0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0194 ***********************************************************************
 LE0194  DESIGNATION -  S 111
 LE0194  PID         -  LE0194
 LE0194  STATE/COUNTY-  IA/MONROE
 LE0194  USGS QUAD   -  ICONIUM (1982)
 LE0194
 LE0194                         *CURRENT SURVEY CONTROL
 LE0194  ___________________________________________________________________
 LE0194* NAD 83(1986)-  40 58 20.     (N)    092 58 23.     (W)     SCALED    
 LE0194* NAVD 88     -       254.692  (meters)     835.60   (feet)  ADJUSTED  
 LE0194  ___________________________________________________________________
 LE0194  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LE0194  DYNAMIC HT  -         254.575 (meters)     835.22  (feet)  COMP
 LE0194  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 LE0194
 LE0194  VERT ORDER  -  SECOND    CLASS 0
 LE0194
 LE0194.The horizontal coordinates were scaled from a topographic map and have
 LE0194.an estimated accuracy of +/- 6 seconds.
 LE0194
 LE0194.The orthometric height was determined by differential leveling
 LE0194.and adjusted by the National Geodetic Survey in June 1991..
 LE0194
 LE0194.The geoid height was determined by GEOID03.
 LE0194
 LE0194.The dynamic height is computed by dividing the NAVD 88
 LE0194.geopotential number by the normal gravity value computed on the
 LE0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0194.degrees latitude (g = 980.6199 gals.).
 LE0194
 LE0194.The modeled gravity was interpolated from observed gravity values.
 LE0194
 LE0194;                    North         East    Units  Estimated Accuracy
 LE0194;SPC IA S     -   108,100.      544,350.      MT  (+/- 180 meters Scaled)
 LE0194
 LE0194                          SUPERSEDED SURVEY CONTROL
 LE0194
 LE0194  NGVD 29 (??/??/92)  254.669  (m)          835.53   (f) ADJ UNCH    2 0
 LE0194
 LE0194.Superseded values are not recommended for survey control.
 LE0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0194.See file dsdata.txt to determine how the superseded data were derived.
 LE0194
 LE0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF022356(NAD 83)
 LE0194_MARKER: DB = BENCH MARK DISK
 LE0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0194_STAMPING: S 111 1935
 LE0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0194+STABILITY: SURFACE MOTION
 LE0194
 LE0194  HISTORY     - Date     Condition        Report By
 LE0194  HISTORY     - 1935     MONUMENTED       CGS
 LE0194
 LE0194                          STATION DESCRIPTION
 LE0194
 LE0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0194'1.5 MI W FROM TYRONE.
 LE0194'1.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0194'FROM THE STATION AT TYRONE, MONROE COUNTY, 15 POLES WEST OF MILEPOST
 LE0194'314, AT A ROAD CROSSING, 27 FEET NORTH OF THE CENTERLINE OF THE
 LE0194'NORTH TRACK, 18 FEET EAST OF THE CENTERLINE OF THE ROAD, 3.5 FEET
 LE0194'SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 4-1/2 FEET LOWER THAN THE
 LE0194'TRACK.  A STANDARD DISK, STAMPED S 111 1935 AND SET IN THE TOP
 LE0194'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0375 ***********************************************************************
 MH0375  DESIGNATION -  S 112
 MH0375  PID         -  MH0375
 MH0375  STATE/COUNTY-  IA/POLK
 MH0375  USGS QUAD   -  DES MOINES SE (1976)
 MH0375
 MH0375                         *CURRENT SURVEY CONTROL
 MH0375  ___________________________________________________________________
 MH0375* NAD 83(1986)-  41 32 22.     (N)    093 31 34.     (W)     SCALED    
 MH0375* NAVD 88     -       239.531  (meters)     785.86   (feet)  ADJUSTED  
 MH0375  ___________________________________________________________________
 MH0375  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 MH0375  DYNAMIC HT  -         239.430 (meters)     785.53  (feet)  COMP
 MH0375  MODELED GRAV-     980,195.9   (mgal)                       NAVD 88
 MH0375
 MH0375  VERT ORDER  -  SECOND    CLASS 0
 MH0375
 MH0375.The horizontal coordinates were scaled from a topographic map and have
 MH0375.an estimated accuracy of +/- 6 seconds.
 MH0375
 MH0375.The orthometric height was determined by differential leveling
 MH0375.and adjusted by the National Geodetic Survey in June 1991..
 MH0375
 MH0375.The geoid height was determined by GEOID03.
 MH0375
 MH0375.The dynamic height is computed by dividing the NAVD 88
 MH0375.geopotential number by the normal gravity value computed on the
 MH0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0375.degrees latitude (g = 980.6199 gals.).
 MH0375
 MH0375.The modeled gravity was interpolated from observed gravity values.
 MH0375
 MH0375;                    North         East    Units  Estimated Accuracy
 MH0375;SPC IA S     -   170,960.      497,820.      MT  (+/- 180 meters Scaled)
 MH0375
 MH0375                          SUPERSEDED SURVEY CONTROL
 MH0375
 MH0375  NGVD 29 (??/??/92)  239.507  (m)          785.78   (f) ADJ UNCH    2 0
 MH0375
 MH0375.Superseded values are not recommended for survey control.
 MH0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0375.See file dsdata.txt to determine how the superseded data were derived.
 MH0375
 MH0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF561987(NAD 83)
 MH0375_MARKER: DB = BENCH MARK DISK
 MH0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0375_STAMPING: S 112 1935
 MH0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0375+STABILITY: SURFACE MOTION
 MH0375
 MH0375  HISTORY     - Date     Condition        Report By
 MH0375  HISTORY     - 1935     MONUMENTED       CGS
 MH0375  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0375
 MH0375                          STATION DESCRIPTION
 MH0375
 MH0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0375'4.3 MI SE FROM DES MOINES.
 MH0375'4.3 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0375'RAILROAD FROM THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY
 MH0375'RAILROAD AT DES MOINES, POLK COUNTY, 400 FEET NORTHWEST OF STATE
 MH0375'HIGHWAY 60 OVERPASS 686, AT BRIDGE 687, AT A PRIVATE-ROAD
 MH0375'CROSSING, 36 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 MH0375'18 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTHWEST
 MH0375'OF A POLE, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MH0375'STAMPED S 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MH0375
 MH0375                          STATION RECOVERY (1995)
 MH0375
 MH0375'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0451 ***********************************************************************
 MH0451  DESIGNATION -  S 113
 MH0451  PID         -  MH0451
 MH0451  STATE/COUNTY-  IA/LUCAS
 MH0451  USGS QUAD   -  CHARITON (1982)
 MH0451
 MH0451                         *CURRENT SURVEY CONTROL
 MH0451  ___________________________________________________________________
 MH0451* NAD 83(1986)-  41 00 19.     (N)    093 18 08.     (W)     SCALED    
 MH0451* NAVD 88     -       309.092  (meters)    1014.08   (feet)  ADJUSTED  
 MH0451  ___________________________________________________________________
 MH0451  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 MH0451  DYNAMIC HT  -         308.950 (meters)    1013.61  (feet)  COMP
 MH0451  MODELED GRAV-     980,153.7   (mgal)                       NAVD 88
 MH0451
 MH0451  VERT ORDER  -  SECOND    CLASS 0
 MH0451
 MH0451.The horizontal coordinates were scaled from a topographic map and have
 MH0451.an estimated accuracy of +/- 6 seconds.
 MH0451
 MH0451.The orthometric height was determined by differential leveling
 MH0451.and adjusted by the National Geodetic Survey in June 1991..
 MH0451
 MH0451.The geoid height was determined by GEOID03.
 MH0451
 MH0451.The dynamic height is computed by dividing the NAVD 88
 MH0451.geopotential number by the normal gravity value computed on the
 MH0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0451.degrees latitude (g = 980.6199 gals.).
 MH0451
 MH0451.The modeled gravity was interpolated from observed gravity values.
 MH0451
 MH0451;                    North         East    Units  Estimated Accuracy
 MH0451;SPC IA S     -   111,650.      516,640.      MT  (+/- 180 meters Scaled)
 MH0451
 MH0451                          SUPERSEDED SURVEY CONTROL
 MH0451
 MH0451  NGVD 29 (??/??/92)  309.03   (m)         1013.9    (f) COMPUTED    2 0
 MH0451
 MH0451.Superseded values are not recommended for survey control.
 MH0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0451.See file dsdata.txt to determine how the superseded data were derived.
 MH0451
 MH0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF745393(NAD 83)
 MH0451_MARKER: DB = BENCH MARK DISK
 MH0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0451_SP_SET: BRIDGE
 MH0451_STAMPING: S 113 1935
 MH0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0451+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 MH0451
 MH0451  HISTORY     - Date     Condition        Report By
 MH0451  HISTORY     - 1935     MONUMENTED       CGS
 MH0451  HISTORY     - 20060523 GOOD             GEOCAC
 MH0451
 MH0451                          STATION DESCRIPTION
 MH0451
 MH0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0451'AT CHARITON.
 MH0451'AT CHARITON, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 MH0451'7 POLES SOUTH OF MILEPOST 23, AT THE OVERHEAD CROSSING OF THE
 MH0451'CHICAGO, BURLINGTON AND QUINCY RAILROAD, IN THE TOP OF THE SOUTH
 MH0451'END OF THE SOUTH WING WALL, 18 FEET EAST OF THE CENTERLINE OF
 MH0451'THE TRACK, AND 3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 MH0451'STAMPED S 113 1935.
 MH0451
 MH0451                          STATION RECOVERY (2006)
 MH0451
 MH0451'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0451'UNDER THE CLOSED BRIDGE ON RUSSELL RD, HANDHELD COORDINATES N41 00
 MH0451'19.5 W093 18 07.2, SKY VISIBILITY POOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0389 ***********************************************************************
 LE0389  DESIGNATION -  S 114
 LE0389  PID         -  LE0389
 LE0389  STATE/COUNTY-  IA/DECATUR
 LE0389  USGS QUAD   -  LAMONI SOUTH (1981)
 LE0389
 LE0389                         *CURRENT SURVEY CONTROL
 LE0389  ___________________________________________________________________
 LE0389* NAD 83(1986)-  40 35 42.     (N)    093 53 58.     (W)     SCALED    
 LE0389* NAVD 88     -       343.588  (meters)    1127.26   (feet)  ADJUSTED  
 LE0389  ___________________________________________________________________
 LE0389  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 LE0389  DYNAMIC HT  -         343.414 (meters)    1126.68  (feet)  COMP
 LE0389  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 LE0389
 LE0389  VERT ORDER  -  SECOND    CLASS 0
 LE0389
 LE0389.The horizontal coordinates were scaled from a topographic map and have
 LE0389.an estimated accuracy of +/- 6 seconds.
 LE0389
 LE0389.The orthometric height was determined by differential leveling
 LE0389.and adjusted by the National Geodetic Survey in June 1991..
 LE0389
 LE0389.The geoid height was determined by GEOID03.
 LE0389
 LE0389.The dynamic height is computed by dividing the NAVD 88
 LE0389.geopotential number by the normal gravity value computed on the
 LE0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0389.degrees latitude (g = 980.6199 gals.).
 LE0389
 LE0389.The modeled gravity was interpolated from observed gravity values.
 LE0389
 LE0389;                    North         East    Units  Estimated Accuracy
 LE0389;SPC IA S     -    66,150.      466,190.      MT  (+/- 180 meters Scaled)
 LE0389
 LE0389                          SUPERSEDED SURVEY CONTROL
 LE0389
 LE0389  NGVD 29 (??/??/92)  343.490  (m)         1126.93   (f) ADJ UNCH    2 0
 LE0389
 LE0389.Superseded values are not recommended for survey control.
 LE0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0389.See file dsdata.txt to determine how the superseded data were derived.
 LE0389
 LE0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE238941(NAD 83)
 LE0389_MARKER: DB = BENCH MARK DISK
 LE0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0389_STAMPING: S 114 1935
 LE0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0389+STABILITY: SURFACE MOTION
 LE0389
 LE0389  HISTORY     - Date     Condition        Report By
 LE0389  HISTORY     - 1935     MONUMENTED       CGS
 LE0389  HISTORY     - 1983     GOOD             LOCENG
 LE0389
 LE0389                          STATION DESCRIPTION
 LE0389
 LE0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0389'1.8 MI S FROM TOGO JUNCTION.
 LE0389'1.8 MILES SOUTH ALONG THE CHICAGO BURLINGTON AND QUINCY RAILROAD
 LE0389'FROM THE STATION AT TOGO JUNCTION, DECATUR COUNTY, AT A ROAD
 LE0389'CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE TRACK, 36 FEET
 LE0389'NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF A FENCE LINE,
 LE0389'AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LE0389'S 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0389
 LE0389                          STATION RECOVERY (1983)
 LE0389
 LE0389'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 LE0389'THE RAILROAD TRACKS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0311 ***********************************************************************
 MH0311  DESIGNATION -  S 116
 MH0311  PID         -  MH0311
 MH0311  STATE/COUNTY-  IA/WARREN
 MH0311  USGS QUAD   -  NORWALK (1972)
 MH0311
 MH0311                         *CURRENT SURVEY CONTROL
 MH0311  ___________________________________________________________________
 MH0311* NAD 83(1986)-  41 22 48.     (N)    093 43 53.     (W)     SCALED    
 MH0311* NAVD 88     -       255.078  (meters)     836.87   (feet)  POSTED    
 MH0311  ___________________________________________________________________
 MH0311  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 MH0311  DYNAMIC HT  -         254.970 (meters)     836.51  (feet)  COMP
 MH0311  MODELED GRAV-     980,182.9   (mgal)                       NAVD 88
 MH0311
 MH0311  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0311
 MH0311.The horizontal coordinates were scaled from a topographic map and have
 MH0311.an estimated accuracy of +/- 6 seconds.
 MH0311
 MH0311.The orthometric height was determined by differential leveling
 MH0311.and adjusted by the National Geodetic Survey in 1992..
 MH0311.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0311.rate of 0.0 thru 1.0 mm/km.
 MH0311
 MH0311.The geoid height was determined by GEOID03.
 MH0311
 MH0311.The dynamic height is computed by dividing the NAVD 88
 MH0311.geopotential number by the normal gravity value computed on the
 MH0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0311.degrees latitude (g = 980.6199 gals.).
 MH0311
 MH0311.The modeled gravity was interpolated from observed gravity values.
 MH0311
 MH0311;                    North         East    Units  Estimated Accuracy
 MH0311;SPC IA S     -   153,270.      480,650.      MT  (+/- 180 meters Scaled)
 MH0311
 MH0311                          SUPERSEDED SURVEY CONTROL
 MH0311
 MH0311  NGVD 29 (??/??/92)  255.063  (m)          836.82   (f) ADJ UNCH    2 0
 MH0311
 MH0311.Superseded values are not recommended for survey control.
 MH0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0311.See file dsdata.txt to determine how the superseded data were derived.
 MH0311
 MH0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF388812(NAD 83)
 MH0311_MARKER: DB = BENCH MARK DISK
 MH0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0311_STAMPING: S 116 1935
 MH0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0311+STABILITY: SURFACE MOTION
 MH0311
 MH0311  HISTORY     - Date     Condition        Report By
 MH0311  HISTORY     - 1935     MONUMENTED       CGS
 MH0311  HISTORY     - 1950     GOOD             NGS
 MH0311
 MH0311                          STATION DESCRIPTION
 MH0311
 MH0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0311'0.5 MI NE FROM MARTENSDALE.
 MH0311'0.5 MILE NORTHEAST ALONG THE OLD ROADBED OF THE CHICAGO, BURLINGTON
 MH0311'AND QUINCY RAILROAD FROM THE STATION AT MARTENSDALE, WARREN COUNTY,
 MH0311'AT A ROAD CROSSING, 30 FEET NORTHWEST OF THE CENTERLINE OF THE OLD
 MH0311'ROADBED, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 5 FEET NORTHEAST
 MH0311'OF A FENCE CORNER, 1 FOOT SOUTHEAST OF THE FENCE, AND 1 FOOT
 MH0311'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED S 116 1935 AND
 MH0311'SET IN THE TOP OF A CONCRETE POST.  NOTE-- RAILROAD REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0422 ***********************************************************************
 LE0422  DESIGNATION -  S 117
 LE0422  PID         -  LE0422
 LE0422  STATE/COUNTY-  IA/DECATUR
 LE0422  USGS QUAD   -  LAMONI NORTH (1981)
 LE0422
 LE0422                         *CURRENT SURVEY CONTROL
 LE0422  ___________________________________________________________________
 LE0422* NAD 83(1986)-  40 39 08.     (N)    093 57 28.     (W)     SCALED    
 LE0422* NAVD 88     -       356.330  (meters)    1169.06   (feet)  ADJUSTED  
 LE0422  ___________________________________________________________________
 LE0422  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 LE0422  DYNAMIC HT  -         356.152 (meters)    1168.48  (feet)  COMP
 LE0422  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 LE0422
 LE0422  VERT ORDER  -  SECOND    CLASS 0
 LE0422
 LE0422.The horizontal coordinates were scaled from a topographic map and have
 LE0422.an estimated accuracy of +/- 6 seconds.
 LE0422
 LE0422.The orthometric height was determined by differential leveling
 LE0422.and adjusted by the National Geodetic Survey in June 1991..
 LE0422
 LE0422.The geoid height was determined by GEOID03.
 LE0422
 LE0422.The dynamic height is computed by dividing the NAVD 88
 LE0422.geopotential number by the normal gravity value computed on the
 LE0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0422.degrees latitude (g = 980.6199 gals.).
 LE0422
 LE0422.The modeled gravity was interpolated from observed gravity values.
 LE0422
 LE0422;                    North         East    Units  Estimated Accuracy
 LE0422;SPC IA S     -    72,530.      461,280.      MT  (+/- 180 meters Scaled)
 LE0422
 LE0422                          SUPERSEDED SURVEY CONTROL
 LE0422
 LE0422  NGVD 29 (??/??/92)  356.230  (m)         1168.73   (f) ADJ UNCH    2 0
 LE0422
 LE0422.Superseded values are not recommended for survey control.
 LE0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0422.See file dsdata.txt to determine how the superseded data were derived.
 LE0422
 LE0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF190005(NAD 83)
 LE0422_MARKER: DB = BENCH MARK DISK
 LE0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0422_STAMPING: S 117 1935
 LE0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0422+STABILITY: SURFACE MOTION
 LE0422
 LE0422  HISTORY     - Date     Condition        Report By
 LE0422  HISTORY     - 1935     MONUMENTED       CGS
 LE0422  HISTORY     - 1983     MARK NOT FOUND   LOCENG
 LE0422
 LE0422                          STATION DESCRIPTION
 LE0422
 LE0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0422'2.5 MI NW FROM LAMONI.
 LE0422'2.5 MILES NORTHWEST ALONG THE CHICAGO BURLINGTON AND QUINCY
 LE0422'RAILROAD FROM THE STATION AT LAMONI, DECATUR COUNTY, AT A ROAD
 LE0422'CROSSING, 40 FEET EAST OF THE CENTERLINE OF THE TRACK, 33 FEET
 LE0422'NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A FENCE
 LE0422'LINE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED S 117
 LE0422'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0422
 LE0422                          STATION RECOVERY (1983)
 LE0422
 LE0422'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 LE0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0199 ***********************************************************************
 LE0199  DESIGNATION -  S 119
 LE0199  PID         -  LE0199
 LE0199  STATE/COUNTY-  IA/MONROE
 LE0199  USGS QUAD   -  MORAVIA (1982)
 LE0199
 LE0199                         *CURRENT SURVEY CONTROL
 LE0199  ___________________________________________________________________
 LE0199* NAD 83(1986)-  40 55 24.     (N)    092 49 50.     (W)     SCALED    
 LE0199* NAVD 88     -       303.707  (meters)     996.41   (feet)  POSTED    
 LE0199  ___________________________________________________________________
 LE0199  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LE0199  DYNAMIC HT  -         303.570 (meters)     995.96  (feet)  COMP
 LE0199  MODELED GRAV-     980,151.1   (mgal)                       NAVD 88
 LE0199
 LE0199  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LE0199
 LE0199.The horizontal coordinates were scaled from a topographic map and have
 LE0199.an estimated accuracy of +/- 6 seconds.
 LE0199
 LE0199.The orthometric height was determined by differential leveling
 LE0199.and adjusted by the National Geodetic Survey in 1992..
 LE0199.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LE0199.rate of 2.1 thru 3.0 mm/km.
 LE0199
 LE0199.The geoid height was determined by GEOID03.
 LE0199
 LE0199.The dynamic height is computed by dividing the NAVD 88
 LE0199.geopotential number by the normal gravity value computed on the
 LE0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0199.degrees latitude (g = 980.6199 gals.).
 LE0199
 LE0199.The modeled gravity was interpolated from observed gravity values.
 LE0199
 LE0199;                    North         East    Units  Estimated Accuracy
 LE0199;SPC IA S     -   102,750.      556,390.      MT  (+/- 180 meters Scaled)
 LE0199
 LE0199                          SUPERSEDED SURVEY CONTROL
 LE0199
 LE0199  NGVD 29 (??/??/92)  303.663  (m)          996.27   (f) ADJ UNCH    2 0
 LE0199
 LE0199.Superseded values are not recommended for survey control.
 LE0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0199.See file dsdata.txt to determine how the superseded data were derived.
 LE0199
 LE0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF142302(NAD 83)
 LE0199_MARKER: DB = BENCH MARK DISK
 LE0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0199_STAMPING: S 119 1935
 LE0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0199+STABILITY: SURFACE MOTION
 LE0199
 LE0199  HISTORY     - Date     Condition        Report By
 LE0199  HISTORY     - 1935     MONUMENTED       CGS
 LE0199
 LE0199                          STATION DESCRIPTION
 LE0199
 LE0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0199'2.2 MI N FROM MORAVIA.
 LE0199'IN MONROE COUNTY, 2.2 MILES NORTH ALONG THE WABASH RAILROAD FROM
 LE0199'THE STATION AT MORAVIA, APPANOOSE COUNTY, 30 POLES NORTH OF
 LE0199'MILEPOST 262, AT A ROAD CROSSING, 45 FEET EAST OF THE CENTERLINE
 LE0199'OF THE TRACK, 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5 FEET
 LE0199'WEST OF THE RIGHT OF WAY FENCE, AND 2-1/2 FEET LOWER THAN THE TRACK.
 LE0199'A STANDARD DISK, STAMPED S 119 1935 AND SET IN THE TOP OF A CONCRETE
 LE0199'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0446 ***********************************************************************
 ON0446  DESIGNATION -  S 12
 ON0446  PID         -  ON0446
 ON0446  STATE/COUNTY-  IA/CLAYTON
 ON0446  USGS QUAD   -  PRAIRIE DU CHIEN (1983)
 ON0446
 ON0446                         *CURRENT SURVEY CONTROL
 ON0446  ___________________________________________________________________
 ON0446* NAD 83(1986)-  43 02 04.     (N)    091 13 46.     (W)     SCALED    
 ON0446* NAVD 88     -       216.366  (meters)     709.86   (feet)  ADJUSTED  
 ON0446  ___________________________________________________________________
 ON0446  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 ON0446  DYNAMIC HT  -         216.314 (meters)     709.69  (feet)  COMP
 ON0446  MODELED GRAV-     980,373.7   (mgal)                       NAVD 88
 ON0446
 ON0446  VERT ORDER  -  FIRST     CLASS II
 ON0446
 ON0446.The horizontal coordinates were scaled from a topographic map and have
 ON0446.an estimated accuracy of +/- 6 seconds.
 ON0446
 ON0446.The orthometric height was determined by differential leveling
 ON0446.and adjusted by the National Geodetic Survey in June 1991..
 ON0446
 ON0446.The geoid height was determined by GEOID03.
 ON0446
 ON0446.The dynamic height is computed by dividing the NAVD 88
 ON0446.geopotential number by the normal gravity value computed on the
 ON0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0446.degrees latitude (g = 980.6199 gals.).
 ON0446
 ON0446.The modeled gravity was interpolated from observed gravity values.
 ON0446
 ON0446;                    North         East    Units  Estimated Accuracy
 ON0446;SPC IA N     - 1,172,930.    1,685,010.      MT  (+/- 180 meters Scaled)
 ON0446
 ON0446                          SUPERSEDED SURVEY CONTROL
 ON0446
 ON0446  NGVD 29 (??/??/92)  216.410  (m)          710.01   (f) ADJ UNCH    1 2
 ON0446
 ON0446.Superseded values are not recommended for survey control.
 ON0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0446.See file dsdata.txt to determine how the superseded data were derived.
 ON0446
 ON0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH442661(NAD 83)
 ON0446_MARKER: DB = BENCH MARK DISK
 ON0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0446_STAMPING: S 12 1933
 ON0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0446+STABILITY: SURFACE MOTION
 ON0446
 ON0446  HISTORY     - Date     Condition        Report By
 ON0446  HISTORY     - 1933     MONUMENTED       CGS
 ON0446  HISTORY     - 1934     GOOD             NGS
 ON0446
 ON0446                          STATION DESCRIPTION
 ON0446
 ON0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0446'3 MI W FROM MARQUETTE.
 ON0446'3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 ON0446'RAILROAD FROM MARQUETTE, CLAYTON COUNTY, 44 FEET EAST OF A ROAD
 ON0446'CROSSING, 37 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 6
 ON0446'FEET NORTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED S 12 1933
 ON0446'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0641 ***********************************************************************
 LD0641  DESIGNATION -  S 120
 LD0641  PID         -  LD0641
 LD0641  STATE/COUNTY-  IA/LEE
 LD0641  USGS QUAD   -  NAUVOO (1975)
 LD0641
 LD0641                         *CURRENT SURVEY CONTROL
 LD0641  ___________________________________________________________________
 LD0641* NAD 83(1986)-  40 33 47.     (N)    091 29 20.     (W)     SCALED    
 LD0641* NAVD 88     -       195.900  (meters)     642.72   (feet)  ADJUSTED  
 LD0641  ___________________________________________________________________
 LD0641  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 LD0641  DYNAMIC HT  -         195.804 (meters)     642.40  (feet)  COMP
 LD0641  MODELED GRAV-     980,131.9   (mgal)                       NAVD 88
 LD0641
 LD0641  VERT ORDER  -  SECOND    CLASS 0
 LD0641
 LD0641.The horizontal coordinates were scaled from a topographic map and have
 LD0641.an estimated accuracy of +/- 6 seconds.
 LD0641
 LD0641.The orthometric height was determined by differential leveling
 LD0641.and adjusted by the National Geodetic Survey in June 1991..
 LD0641
 LD0641.The geoid height was determined by GEOID03.
 LD0641
 LD0641.The dynamic height is computed by dividing the NAVD 88
 LD0641.geopotential number by the normal gravity value computed on the
 LD0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0641.degrees latitude (g = 980.6199 gals.).
 LD0641
 LD0641.The modeled gravity was interpolated from observed gravity values.
 LD0641
 LD0641;                    North         East    Units  Estimated Accuracy
 LD0641;SPC IA S     -    64,500.      670,300.      MT  (+/- 180 meters Scaled)
 LD0641
 LD0641                          SUPERSEDED SURVEY CONTROL
 LD0641
 LD0641  NGVD 29 (??/??/92)  195.930  (m)          642.81   (f) ADJ UNCH    2 0
 LD0641
 LD0641.Superseded values are not recommended for survey control.
 LD0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0641.See file dsdata.txt to determine how the superseded data were derived.
 LD0641
 LD0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE279913(NAD 83)
 LD0641_MARKER: DB = BENCH MARK DISK
 LD0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0641_SP_SET: FOUNDATION
 LD0641_STAMPING: S 120 1935
 LD0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0641
 LD0641  HISTORY     - Date     Condition        Report By
 LD0641  HISTORY     - 1935     MONUMENTED       CGS
 LD0641  HISTORY     - 1935     GOOD             NGS
 LD0641
 LD0641                          STATION DESCRIPTION
 LD0641
 LD0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0641'AT NEW BOSTON.
 LD0641'AT NEW BOSTON, LEE COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 LD0641'RAILWAY, 500 FEET NORTHEAST OF THE STATION, AT BLOCK SIGNAL
 LD0641'243.1, IN THE TOP OF THE FOUNDATION, 10 FEET NORTHWEST OF THE
 LD0641'CENTERLINE OF THE NORTHWEST TRACK, AND 1/2 FOOT HIGHER THAN THE
 LD0641'TRACK.  A STANDARD DISK, STAMPED S 120 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0646 ***********************************************************************
 LD0646  DESIGNATION -  S 121
 LD0646  PID         -  LD0646
 LD0646  STATE/COUNTY-  IA/VAN BUREN
 LD0646  USGS QUAD   -  BONAPARTE (1982)
 LD0646
 LD0646                         *CURRENT SURVEY CONTROL
 LD0646  ___________________________________________________________________
 LD0646* NAD 83(1986)-  40 37 55.     (N)    091 50 46.     (W)     SCALED    
 LD0646* NAVD 88     -       183.605  (meters)     602.38   (feet)  ADJUSTED  
 LD0646  ___________________________________________________________________
 LD0646  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 LD0646  DYNAMIC HT  -         183.516 (meters)     602.09  (feet)  COMP
 LD0646  MODELED GRAV-     980,135.2   (mgal)                       NAVD 88
 LD0646
 LD0646  VERT ORDER  -  SECOND    CLASS 0
 LD0646
 LD0646.The horizontal coordinates were scaled from a topographic map and have
 LD0646.an estimated accuracy of +/- 6 seconds.
 LD0646
 LD0646.The orthometric height was determined by differential leveling
 LD0646.and adjusted by the National Geodetic Survey in June 1991..
 LD0646
 LD0646.The geoid height was determined by GEOID03.
 LD0646
 LD0646.The dynamic height is computed by dividing the NAVD 88
 LD0646.geopotential number by the normal gravity value computed on the
 LD0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0646.degrees latitude (g = 980.6199 gals.).
 LD0646
 LD0646.The modeled gravity was interpolated from observed gravity values.
 LD0646
 LD0646;                    North         East    Units  Estimated Accuracy
 LD0646;SPC IA S     -    71,510.      639,910.      MT  (+/- 180 meters Scaled)
 LD0646
 LD0646                          SUPERSEDED SURVEY CONTROL
 LD0646
 LD0646  NGVD 29 (??/??/92)  183.625  (m)          602.44   (f) ADJ UNCH    2 0
 LD0646
 LD0646.Superseded values are not recommended for survey control.
 LD0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0646.See file dsdata.txt to determine how the superseded data were derived.
 LD0646
 LD0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE975985(NAD 83)
 LD0646_MARKER: DB = BENCH MARK DISK
 LD0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0646_STAMPING: S 121 1935
 LD0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0646+STABILITY: SURFACE MOTION
 LD0646
 LD0646  HISTORY     - Date     Condition        Report By
 LD0646  HISTORY     - 1935     MONUMENTED       CGS
 LD0646
 LD0646                          STATION DESCRIPTION
 LD0646
 LD0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0646'AT WILLIT.
 LD0646'AT WILLIT, VAN BUREN COUNTY, ON THE CHICAGO, BURLINGTON AND
 LD0646'QUINCY RAILROAD, 145 FEET NORTHEAST OF THE STATION, MIDWAY
 LD0646'BETWEEN POLES 50+04 AND 50+05, 41 FEET SOUTHWEST OF A
 LD0646'STOCK-LOADING PLATFORM, 20 FEET NORTHWEST OF THE CENTERLINE OF
 LD0646'THE MAIN TRACK, 15 FEET SOUTHEAST OF THE CENTERLINE OF A SIDE
 LD0646'TRACK, 5 FEET SOUTHWEST OF A POLE, AND LEVEL WITH THE TRACK.  A
 LD0646'STANDARD DISK, STAMPED S 121 1935 AND SET IN THE TOP OF A CONCRETE
 LD0646'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0614 ***********************************************************************
 LD0614  DESIGNATION -  S 122=56 35
 LD0614  PID         -  LD0614
 LD0614  STATE/COUNTY-  IA/LEE
 LD0614  USGS QUAD   -  DONNELLSON (1968)
 LD0614
 LD0614                         *CURRENT SURVEY CONTROL
 LD0614  ___________________________________________________________________
 LD0614* NAD 83(1986)-  40 43 32.     (N)    091 33 50.     (W)     SCALED    
 LD0614* NAVD 88     -       211.785  (meters)     694.83   (feet)  ADJUSTED  
 LD0614  ___________________________________________________________________
 LD0614  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 LD0614  DYNAMIC HT  -         211.684 (meters)     694.50  (feet)  COMP
 LD0614  MODELED GRAV-     980,143.1   (mgal)                       NAVD 88
 LD0614
 LD0614  VERT ORDER  -  SECOND    CLASS 0
 LD0614
 LD0614.The horizontal coordinates were scaled from a topographic map and have
 LD0614.an estimated accuracy of +/- 6 seconds.
 LD0614
 LD0614.The orthometric height was determined by differential leveling
 LD0614.and adjusted by the National Geodetic Survey in June 1991..
 LD0614
 LD0614.The geoid height was determined by GEOID03.
 LD0614
 LD0614.The dynamic height is computed by dividing the NAVD 88
 LD0614.geopotential number by the normal gravity value computed on the
 LD0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0614.degrees latitude (g = 980.6199 gals.).
 LD0614
 LD0614.The modeled gravity was interpolated from observed gravity values.
 LD0614
 LD0614;                    North         East    Units  Estimated Accuracy
 LD0614;SPC IA S     -    82,390.      663,550.      MT  (+/- 180 meters Scaled)
 LD0614
 LD0614                          SUPERSEDED SURVEY CONTROL
 LD0614
 LD0614  NGVD 29 (??/??/92)  211.814  (m)          694.93   (f) ADJ UNCH    2 0
 LD0614
 LD0614.Superseded values are not recommended for survey control.
 LD0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0614.See file dsdata.txt to determine how the superseded data were derived.
 LD0614
 LD0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF212092(NAD 83)
 LD0614_MARKER: DD = SURVEY DISK
 LD0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0614_STAMPING: S 122 1935 56-35
 LD0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0614+STABILITY: SURFACE MOTION
 LD0614
 LD0614  HISTORY     - Date     Condition        Report By
 LD0614  HISTORY     - 1935     MONUMENTED       IOWAGS
 LD0614  HISTORY     - 1941     GOOD             NGS
 LD0614
 LD0614                          STATION DESCRIPTION
 LD0614
 LD0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LD0614'5.6 MI N FROM LEE.
 LD0614'5.6 MILES NORTH ALONG U.S. HIGHWAY 218 FROM A CROSSING OF THE
 LD0614'CHICAGO, BURLINGTON AND QUINCY RAILROAD AT DONNELLSON, LEE
 LD0614'COUNTY, AT THE Y-JUNCTION OF STATE HIGHWAY 103, AT THE SOUTHEAST
 LD0614'ANGLE OF THE Y, OPPOSITE HIGHWAY STATION 1316+96, AND 28 FEET
 LD0614'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD
 LD0614'DISK, STAMPED S 122 1935 56-35 AND SET IN THE TOP OF A CONCRETE
 LD0614'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0493 ***********************************************************************
 MG0493  DESIGNATION -  S 123
 MG0493  PID         -  MG0493
 MG0493  STATE/COUNTY-  IA/WASHINGTON
 MG0493  USGS QUAD   -  AINSWORTH (1970)
 MG0493
 MG0493                         *CURRENT SURVEY CONTROL
 MG0493  ___________________________________________________________________
 MG0493* NAD 83(1986)-  41 15 02.     (N)    091 36 17.     (W)     SCALED    
 MG0493* NAVD 88     -       227.591  (meters)     746.69   (feet)  ADJUSTED  
 MG0493  ___________________________________________________________________
 MG0493  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0493  DYNAMIC HT  -         227.494 (meters)     746.37  (feet)  COMP
 MG0493  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 MG0493
 MG0493  VERT ORDER  -  SECOND    CLASS 0
 MG0493
 MG0493.The horizontal coordinates were scaled from a topographic map and have
 MG0493.an estimated accuracy of +/- 6 seconds.
 MG0493
 MG0493.The orthometric height was determined by differential leveling
 MG0493.and adjusted by the National Geodetic Survey in June 1991..
 MG0493
 MG0493.The geoid height was determined by GEOID03.
 MG0493
 MG0493.The dynamic height is computed by dividing the NAVD 88
 MG0493.geopotential number by the normal gravity value computed on the
 MG0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0493.degrees latitude (g = 980.6199 gals.).
 MG0493
 MG0493.The modeled gravity was interpolated from observed gravity values.
 MG0493
 MG0493;                    North         East    Units  Estimated Accuracy
 MG0493;SPC IA S     -   140,600.      658,830.      MT  (+/- 180 meters Scaled)
 MG0493
 MG0493                          SUPERSEDED SURVEY CONTROL
 MG0493
 MG0493  NGVD 29 (??/??/92)  227.630  (m)          746.82   (f) ADJ UNCH    2 0
 MG0493
 MG0493.Superseded values are not recommended for survey control.
 MG0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0493.See file dsdata.txt to determine how the superseded data were derived.
 MG0493
 MG0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF169675(NAD 83)
 MG0493_MARKER: DB = BENCH MARK DISK
 MG0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0493_STAMPING: S 123 1935
 MG0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0493+STABILITY: SURFACE MOTION
 MG0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0493+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 MG0493
 MG0493  HISTORY     - Date     Condition        Report By
 MG0493  HISTORY     - 1935     MONUMENTED       CGS
 MG0493  HISTORY     - 1941     GOOD             NGS
 MG0493  HISTORY     - 20051029 GOOD             GEOCAC
 MG0493
 MG0493                          STATION DESCRIPTION
 MG0493
 MG0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0493'4.1 MI NW FROM CRAWFORDSVILLE.
 MG0493'4.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MG0493'RAILROAD FROM THE CROSSING OF U.S. HIGHWAY 218 AT CRAWFORDSVILLE,
 MG0493'WASHINGTON COUNTY, 10 POLES SOUTHEAST OF THE STATION AT HAVEN,
 MG0493'AT A ROAD CROSSING, 18 FEET SOUTHWEST OF THE CENTERLINE OF THE
 MG0493'TRACK, 20 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT
 MG0493'SOUTHEAST OF A FENCE CORNER, AND ABOUT 2 FEET LOWER THAN THE
 MG0493'TRACK.  A STANDARD DISK, STAMPED S 123 1935 AND SET IN THE TOP
 MG0493'OF A CONCRETE POST.
 MG0493
 MG0493                          STATION RECOVERY (2005)
 MG0493
 MG0493'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0493'EAST OF HAVRE ALONG 280TH STREET. RAILROAD IS DISMANTLED AND REGRADED
 MG0493'SO RAIL BED IS ONLY VAGUELY DISCERNABLE IN FIELDS. NO FENCE. LOCATED
 MG0493'13.5 FT SE OF UTILITY POLE AND 0.5 FT SOUTH OF WITNESS POST, HANDHELD
 MG0493'COORDINATES N41 15 02.4 W091 36 15.5, SKY VISIBILITY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0508 ***********************************************************************
 MG0508  DESIGNATION -  S 124
 MG0508  PID         -  MG0508
 MG0508  STATE/COUNTY-  IA/JEFFERSON
 MG0508  USGS QUAD   -  SALINA (1980)
 MG0508
 MG0508                         *CURRENT SURVEY CONTROL
 MG0508  ___________________________________________________________________
 MG0508* NAD 83(1986)-  41 00 08.     (N)    091 49 59.     (W)     SCALED    
 MG0508* NAVD 88     -       231.903  (meters)     760.84   (feet)  ADJUSTED  
 MG0508  ___________________________________________________________________
 MG0508  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MG0508  DYNAMIC HT  -         231.798 (meters)     760.49  (feet)  COMP
 MG0508  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 MG0508
 MG0508  VERT ORDER  -  SECOND    CLASS 0
 MG0508
 MG0508.The horizontal coordinates were scaled from a topographic map and have
 MG0508.an estimated accuracy of +/- 6 seconds.
 MG0508
 MG0508.The orthometric height was determined by differential leveling
 MG0508.and adjusted by the National Geodetic Survey in June 1991..
 MG0508
 MG0508.The geoid height was determined by GEOID03.
 MG0508
 MG0508.The dynamic height is computed by dividing the NAVD 88
 MG0508.geopotential number by the normal gravity value computed on the
 MG0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0508.degrees latitude (g = 980.6199 gals.).
 MG0508
 MG0508.The modeled gravity was interpolated from observed gravity values.
 MG0508
 MG0508;                    North         East    Units  Estimated Accuracy
 MG0508;SPC IA S     -   112,640.      640,230.      MT  (+/- 180 meters Scaled)
 MG0508
 MG0508                          SUPERSEDED SURVEY CONTROL
 MG0508
 MG0508  NGVD 29 (??/??/92)  231.94   (m)          761.0    (f) COMPUTED    2 0
 MG0508
 MG0508.Superseded values are not recommended for survey control.
 MG0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0508.See file dsdata.txt to determine how the superseded data were derived.
 MG0508
 MG0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF981396(NAD 83)
 MG0508_MARKER: DB = BENCH MARK DISK
 MG0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0508_STAMPING: S-124 1935
 MG0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0508+STABILITY: SURFACE MOTION
 MG0508
 MG0508  HISTORY     - Date     Condition        Report By
 MG0508  HISTORY     - 1935     MONUMENTED       CGS
 MG0508
 MG0508                          STATION DESCRIPTION
 MG0508
 MG0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MG0508'1.9 MI E FROM BECKWITH.
 MG0508'DEPOT, BECKWITH, ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MG0508'RAILROAD AT ROAD CROSSING.  SET IN POST 33 FEET EAST OF THE CENTER
 MG0508'LINE OF THE ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE SOUTH
 MG0508'TRACKS AND 4 FEET NORTHEAST OF FENCE CORNER, AT RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0519 ***********************************************************************
 LD0519  DESIGNATION -  S 125
 LD0519  PID         -  LD0519
 LD0519  STATE/COUNTY-  IA/DES MOINES
 LD0519  USGS QUAD   -  DANVILLE (1981)
 LD0519
 LD0519                         *CURRENT SURVEY CONTROL
 LD0519  ___________________________________________________________________
 LD0519* NAD 83(1986)-  40 51 40.     (N)    091 18 55.     (W)     SCALED    
 LD0519* NAVD 88     -       216.746  (meters)     711.11   (feet)  ADJUSTED  
 LD0519  ___________________________________________________________________
 LD0519  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LD0519  DYNAMIC HT  -         216.646 (meters)     710.78  (feet)  COMP
 LD0519  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 LD0519
 LD0519  VERT ORDER  -  SECOND    CLASS 0
 LD0519
 LD0519.The horizontal coordinates were scaled from a topographic map and have
 LD0519.an estimated accuracy of +/- 6 seconds.
 LD0519
 LD0519.The orthometric height was determined by differential leveling
 LD0519.and adjusted by the National Geodetic Survey in June 1991..
 LD0519
 LD0519.The geoid height was determined by GEOID03.
 LD0519
 LD0519.The dynamic height is computed by dividing the NAVD 88
 LD0519.geopotential number by the normal gravity value computed on the
 LD0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0519.degrees latitude (g = 980.6199 gals.).
 LD0519
 LD0519.The modeled gravity was interpolated from observed gravity values.
 LD0519
 LD0519;                    North         East    Units  Estimated Accuracy
 LD0519;SPC IA S     -    97,940.      684,170.      MT  (+/- 180 meters Scaled)
 LD0519
 LD0519                          SUPERSEDED SURVEY CONTROL
 LD0519
 LD0519  NGVD 29 (??/??/92)  216.795  (m)          711.27   (f) ADJ UNCH    2 0
 LD0519
 LD0519.Superseded values are not recommended for survey control.
 LD0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0519.See file dsdata.txt to determine how the superseded data were derived.
 LD0519
 LD0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF419247(NAD 83)
 LD0519_MARKER: DD = SURVEY DISK
 LD0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0519_SP_SET: CONCRETE POST
 LD0519_STAMPING: S 125 1935
 LD0519_MARK LOGO: IAGS  
 LD0519_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0519+STABILITY: SURFACE MOTION
 LD0519
 LD0519  HISTORY     - Date     Condition        Report By
 LD0519  HISTORY     - 1935     MONUMENTED       IAGS
 LD0519  HISTORY     - 1941     GOOD             NGS
 LD0519  HISTORY     - 19930211 MARK NOT FOUND   LOCENG
 LD0519
 LD0519                          STATION DESCRIPTION
 LD0519
 LD0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LD0519'AT DANVILLE.
 LD0519'AT DANVILLE, DES MOINES COUNTY, 0.4 MILE SOUTH OF THE CHICAGO,
 LD0519'BURLINGTON AND QUINCY RAILROAD STATION, AT THE DANVILLE CONSOLIDATED
 LD0519'SCHOOL, 252 FEET EAST OF THE NORTHEAST CORNER OF THE BUILDING,
 LD0519'165 FEET NORTH OF A CULVERT, AND AT A FENCE LINE.  A STATE SURVEY
 LD0519'STANDARD DISK, STAMPED S 125 1935 AND SET IN THE TOP OF A CONCRETE
 LD0519'POST.
 LD0519
 LD0519                          STATION RECOVERY (1993)
 LD0519
 LD0519'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 LD0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0857 ***********************************************************************
 LF0857  DESIGNATION -  S 127
 LF0857  PID         -  LF0857
 LF0857  STATE/COUNTY-  IA/FREMONT
 LF0857  USGS QUAD   -  NEBRASKA CITY (1984)
 LF0857
 LF0857                         *CURRENT SURVEY CONTROL
 LF0857  ___________________________________________________________________
 LF0857* NAD 83(1986)-  40 43 46.     (N)    095 48 32.     (W)     SCALED    
 LF0857* NAVD 88     -       282.323  (meters)     926.25   (feet)  ADJUSTED  
 LF0857  ___________________________________________________________________
 LF0857  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LF0857  DYNAMIC HT  -         282.177 (meters)     925.78  (feet)  COMP
 LF0857  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 LF0857
 LF0857  VERT ORDER  -  FIRST     CLASS II
 LF0857
 LF0857.The horizontal coordinates were scaled from a topographic map and have
 LF0857.an estimated accuracy of +/- 6 seconds.
 LF0857
 LF0857.The orthometric height was determined by differential leveling
 LF0857.and adjusted by the National Geodetic Survey in June 1991..
 LF0857.WARNING-Repeat measurements at this control monument indicate possible
 LF0857.vertical movement.
 LF0857
 LF0857.The geoid height was determined by GEOID03.
 LF0857
 LF0857.The dynamic height is computed by dividing the NAVD 88
 LF0857.geopotential number by the normal gravity value computed on the
 LF0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0857.degrees latitude (g = 980.6199 gals.).
 LF0857
 LF0857.The modeled gravity was interpolated from observed gravity values.
 LF0857
 LF0857;                    North         East    Units  Estimated Accuracy
 LF0857;SPC IA S     -    83,590.      304,980.      MT  (+/- 180 meters Scaled)
 LF0857
 LF0857                          SUPERSEDED SURVEY CONTROL
 LF0857
 LF0857  NGVD 29 (??/??/92)  282.239  (m)          925.98   (f) ADJ UNCH    1 2
 LF0857
 LF0857.Superseded values are not recommended for survey control.
 LF0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0857.See file dsdata.txt to determine how the superseded data were derived.
 LF0857
 LF0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF627125(NAD 83)
 LF0857_MARKER: DB = BENCH MARK DISK
 LF0857_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0857_SP_SET: BRIDGE ABUTMENT
 LF0857_STAMPING: S 127 1947
 LF0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0857
 LF0857  HISTORY     - Date     Condition        Report By
 LF0857  HISTORY     - 1947     MONUMENTED       CGS
 LF0857  HISTORY     - 1948     GOOD             NGS
 LF0857  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF0857
 LF0857                          STATION DESCRIPTION
 LF0857
 LF0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0857'1.4 MI S FROM PERCIVAL.
 LF0857'1.35 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0857'FROM THE STATION AT PERCIVAL, AT THE SOUTHEAST END OF CONCRETE
 LF0857'BRIDGE NO.154.24, 7.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 LF0857'THE TRACK, 4.5 FEET BELOW THE BASE OF THE RAILS, SET IN THE TOP
 LF0857'OF AND 0.9 FOOT EAST OF THE WEST CORNER OF THE SOUTHWEST END
 LF0857'OF THE SOUTHEAST CONCRETE ABUTMENT OF THE BRIDGE.
 LF0857
 LF0857                          STATION RECOVERY (1948)
 LF0857
 LF0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0857'RECOVERED IN GOOD CONDITION.
 LF0857
 LF0857                          STATION RECOVERY (1989)
 LF0857
 LF0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0221 ***********************************************************************
 NM0221  DESIGNATION -  S 128
 NM0221  PID         -  NM0221
 NM0221  STATE/COUNTY-  IA/WOODBURY
 NM0221  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0221
 NM0221                         *CURRENT SURVEY CONTROL
 NM0221  ___________________________________________________________________
 NM0221* NAD 83(1986)-  42 24 46.     (N)    096 23 52.     (W)     SCALED    
 NM0221* NAVD 88     -       332.480  (meters)    1090.81   (feet)  ADJUSTED  
 NM0221  ___________________________________________________________________
 NM0221  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 NM0221  DYNAMIC HT  -         332.374 (meters)    1090.46  (feet)  COMP
 NM0221  MODELED GRAV-     980,292.6   (mgal)                       NAVD 88
 NM0221
 NM0221  VERT ORDER  -  SECOND    CLASS 0
 NM0221
 NM0221.The horizontal coordinates were scaled from a topographic map and have
 NM0221.an estimated accuracy of +/- 6 seconds.
 NM0221
 NM0221.The orthometric height was determined by differential leveling
 NM0221.and adjusted by the National Geodetic Survey in June 1991..
 NM0221
 NM0221.The geoid height was determined by GEOID03.
 NM0221
 NM0221.The dynamic height is computed by dividing the NAVD 88
 NM0221.geopotential number by the normal gravity value computed on the
 NM0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0221.degrees latitude (g = 980.6199 gals.).
 NM0221
 NM0221.The modeled gravity was interpolated from observed gravity values.
 NM0221
 NM0221;                    North         East    Units  Estimated Accuracy
 NM0221;SPC IA N     - 1,105,480.    1,261,530.      MT  (+/- 180 meters Scaled)
 NM0221
 NM0221                          SUPERSEDED SURVEY CONTROL
 NM0221
 NM0221  NGVD 29 (??/??/92)  332.32   (m)         1090.3    (f) COMPUTED    2 0
 NM0221
 NM0221.Superseded values are not recommended for survey control.
 NM0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0221.See file dsdata.txt to determine how the superseded data were derived.
 NM0221
 NM0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM141988(NAD 83)
 NM0221_MARKER: DB = BENCH MARK DISK
 NM0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0221_STAMPING: S 128 1948
 NM0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0221+STABILITY: SURFACE MOTION
 NM0221
 NM0221  HISTORY     - Date     Condition        Report By
 NM0221  HISTORY     - 1948     MONUMENTED       CGS
 NM0221  HISTORY     - 1949     GOOD             NGS
 NM0221
 NM0221                          STATION DESCRIPTION
 NM0221
 NM0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0221'3.6 MI NW FROM SERGEANT BLUFF.
 NM0221'0.5 MILE WEST ALONG STATE HIGHWAY 377 FROM THE JUNCTION OF U.S.
 NM0221'HIGHWAY 75 AT SERGEANT BLUFF, THENCE 1.0 MILE NORTH ALONG A GRADED
 NM0221'DIRT ROAD, THENCE 0.75 MILE WEST ALONG A GRAVELED ROAD, THENCE
 NM0221'0.8 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.6 MILE WEST ALONG
 NM0221'A TRAIL, 0.4 MILE WEST OF A FARMHOUSE, 254.6 FEET EAST OF
 NM0221'THE SOUTHEAST LEG OF A WINDMILL STAND, 26.0 FEET SOUTH OF THE
 NM0221'CENTER LINE OF THE TRAIL, 3.8 FEET EAST OF A FENCE ALONG THE WEST
 NM0221'EDGE OF A CULTIVATED FIELD, 1.4 FEET NORTH OF A FENCE ALONG THE
 NM0221'SOUTH SIDE OF THE TRAIL, 1.3 FEET WEST OF A REFERENCE POST, AND
 NM0221'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE
 NM0221'THE GROUND.
 NM0221
 NM0221                          STATION RECOVERY (1949)
 NM0221
 NM0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0222 ***********************************************************************
 NM0222  DESIGNATION -  S 128 RESET
 NM0222  PID         -  NM0222
 NM0222  STATE/COUNTY-  IA/WOODBURY
 NM0222  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0222
 NM0222                         *CURRENT SURVEY CONTROL
 NM0222  ___________________________________________________________________
 NM0222* NAD 83(1986)-  42 24 46.     (N)    096 23 52.     (W)     SCALED    
 NM0222* NAVD 88     -       332.37   (meters)    1090.5    (feet)  RESET     
 NM0222  ___________________________________________________________________
 NM0222  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 NM0222
 NM0222  VERT ORDER  -  THIRD
 NM0222
 NM0222.The horizontal coordinates were scaled from a topographic map and have
 NM0222.an estimated accuracy of +/- 6 seconds.
 NM0222
 NM0222.The orthometric height was computed from unverified reset data.
 NM0222
 NM0222.The geoid height was determined by GEOID03.
 NM0222
 NM0222;                    North         East    Units  Estimated Accuracy
 NM0222;SPC IA N     - 1,105,480.    1,261,530.      MT  (+/- 180 meters Scaled)
 NM0222
 NM0222                          SUPERSEDED SURVEY CONTROL
 NM0222
 NM0222  NGVD 29 (??/??/??)  332.21   (m)         1089.9    (f) RESET       3  
 NM0222
 NM0222.Superseded values are not recommended for survey control.
 NM0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0222.See file dsdata.txt to determine how the superseded data were derived.
 NM0222
 NM0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM141988(NAD 83)
 NM0222_MARKER: DB = BENCH MARK DISK
 NM0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0222_STAMPING: S 128 1948 RESET 1959
 NM0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0222+STABILITY: SURFACE MOTION
 NM0222
 NM0222  HISTORY     - Date     Condition        Report By
 NM0222  HISTORY     - 1959     MONUMENTED       CGS
 NM0222
 NM0222                          STATION DESCRIPTION
 NM0222
 NM0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NM0222'3.6 MI NW FROM SERGEANT BLUFF.
 NM0222'0.5 MILE WEST ALONG STATE HIGHWAY 377 FROM THE JUNCTION OF OLD
 NM0222'U.S. HIGHWAY 75 AT SERGEANT BLUFF, THENCE 1.0 MILE NORTH ALONG
 NM0222'A GRADED GRAVEL ROAD, THENCE 0.75 MILE WEST ALONG A GRAVEL ROAD,
 NM0222'THENCE 0.7 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.2 MILE WEST
 NM0222'TO CHARLES OEHLERKING FARMHOUSE, THENCE CONTINUE WEST PAST FARMHOUSE
 NM0222'ALONG DIRT FARM ROAD FOR 0.4 MILE TO THE NORTHEAST CORNER OF
 NM0222'RUNWAY BOUNDARY AND A WINDMILL, 100 YARDS SOUTHEAST OF WINDMILL,
 NM0222'100 YARDS EAST-SOUTHEAST OF THE NORTHEAST CORNER OF AIRPORT,
 NM0222'AND 1 FOOT NORTHEAST OF THE NORTHEAST BOUNDARY FENCE AROUND THE
 NM0222'AIRPORT, AND 23 FEET EAST OF A NORTH-SOUTH FENCE PROJECTED SOUTH.
 NM0222'THE MARK PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0092 ***********************************************************************
 NM0092  DESIGNATION -  S 129
 NM0092  PID         -  NM0092
 NM0092  STATE/COUNTY-  IA/MONONA
 NM0092  USGS QUAD   -  ONAWA SW (1969)
 NM0092
 NM0092                         *CURRENT SURVEY CONTROL
 NM0092  ___________________________________________________________________
 NM0092* NAD 83(1986)-  42 06 18.     (N)    096 08 03.     (W)     SCALED    
 NM0092* NAVD 88     -       322.072  (meters)    1056.66   (feet)  ADJUSTED  
 NM0092  ___________________________________________________________________
 NM0092  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 NM0092  DYNAMIC HT  -         321.959 (meters)    1056.29  (feet)  COMP
 NM0092  MODELED GRAV-     980,261.5   (mgal)                       NAVD 88
 NM0092
 NM0092  VERT ORDER  -  FIRST     CLASS II
 NM0092
 NM0092.The horizontal coordinates were scaled from a topographic map and have
 NM0092.an estimated accuracy of +/- 6 seconds.
 NM0092
 NM0092.The orthometric height was determined by differential leveling
 NM0092.and adjusted by the National Geodetic Survey in June 1991..
 NM0092.WARNING-Repeat measurements at this control monument indicate possible
 NM0092.vertical movement.
 NM0092
 NM0092.The geoid height was determined by GEOID03.
 NM0092
 NM0092.The dynamic height is computed by dividing the NAVD 88
 NM0092.geopotential number by the normal gravity value computed on the
 NM0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0092.degrees latitude (g = 980.6199 gals.).
 NM0092
 NM0092.The modeled gravity was interpolated from observed gravity values.
 NM0092
 NM0092;                    North         East    Units  Estimated Accuracy
 NM0092;SPC IA N     - 1,070,600.    1,282,150.      MT  (+/- 180 meters Scaled)
 NM0092
 NM0092                          SUPERSEDED SURVEY CONTROL
 NM0092
 NM0092  NGVD 29 (??/??/92)  321.929  (m)         1056.20   (f) ADJ UNCH    1 2
 NM0092
 NM0092.Superseded values are not recommended for survey control.
 NM0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0092.See file dsdata.txt to determine how the superseded data were derived.
 NM0092
 NM0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM369654(NAD 83)
 NM0092_MARKER: DB = BENCH MARK DISK
 NM0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0092_SP_SET: CONCRETE POST
 NM0092_STAMPING: S 129 1948
 NM0092_MARK LOGO: CGS   
 NM0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0092+STABILITY: SURFACE MOTION
 NM0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0092+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1989
 NM0092
 NM0092  HISTORY     - Date     Condition        Report By
 NM0092  HISTORY     - 1948     MONUMENTED       CGS
 NM0092  HISTORY     - 19890831 GOOD             NGS
 NM0092
 NM0092                          STATION DESCRIPTION
 NM0092
 NM0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0092'1.8 MI SE FROM WHITING.
 NM0092'1.8 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0092'FROM THE STATION AT WHITING, 145.5 FEET SOUTH OF A WHISTLE POST,
 NM0092'46.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3.5 FEET NORTH OF A
 NM0092'T FENCE CORNER WITH A FENCE LEADING WEST, 2.8 FEET NORTHWEST
 NM0092'OF A WITNESS POST, 1.3 FEET NORTHEAST OF A FENCE, SET IN THE TOP
 NM0092'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 NM0092
 NM0092                          STATION RECOVERY (1989)
 NM0092
 NM0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0092'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 NM0092'CHANGE--STATION, TO WHITTIER STREET, AND 2.8 FEET NORTHEAST, TO 4.0 M
 NM0092'(13.1 FT) WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0150 ***********************************************************************
 NL0150  DESIGNATION -  S 13
 NL0150  PID         -  NL0150
 NL0150  STATE/COUNTY-  IA/SAC
 NL0150  USGS QUAD   -  SAC CITY EAST (1980)
 NL0150
 NL0150                         *CURRENT SURVEY CONTROL
 NL0150  ___________________________________________________________________
 NL0150* NAD 83(1986)-  42 25 15.     (N)    094 56 06.     (W)     SCALED    
 NL0150* NAVD 88     -       375.394  (meters)    1231.61   (feet)  ADJUSTED  
 NL0150  ___________________________________________________________________
 NL0150  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 NL0150  DYNAMIC HT  -         375.260 (meters)    1231.17  (feet)  COMP
 NL0150  MODELED GRAV-     980,254.1   (mgal)                       NAVD 88
 NL0150
 NL0150  VERT ORDER  -  FIRST     CLASS II
 NL0150
 NL0150.The horizontal coordinates were scaled from a topographic map and have
 NL0150.an estimated accuracy of +/- 6 seconds.
 NL0150
 NL0150.The orthometric height was determined by differential leveling
 NL0150.and adjusted by the National Geodetic Survey in June 1991..
 NL0150
 NL0150.The geoid height was determined by GEOID03.
 NL0150
 NL0150.The dynamic height is computed by dividing the NAVD 88
 NL0150.geopotential number by the normal gravity value computed on the
 NL0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0150.degrees latitude (g = 980.6199 gals.).
 NL0150
 NL0150.The modeled gravity was interpolated from observed gravity values.
 NL0150
 NL0150;                    North         East    Units  Estimated Accuracy
 NL0150;SPC IA N     - 1,103,290.    1,381,910.      MT  (+/- 180 meters Scaled)
 NL0150
 NL0150                          SUPERSEDED SURVEY CONTROL
 NL0150
 NL0150  NGVD 29 (??/??/92)  375.30   (m)         1231.3    (f) COMPUTED    1 2
 NL0150
 NL0150.Superseded values are not recommended for survey control.
 NL0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0150.See file dsdata.txt to determine how the superseded data were derived.
 NL0150
 NL0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG408983(NAD 83)
 NL0150_MARKER: DB = BENCH MARK DISK
 NL0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0150+STABILITY: SURFACE MOTION
 NL0150
 NL0150  HISTORY     - Date     Condition        Report By
 NL0150  HISTORY     - UNK      MONUMENTED       CGS
 NL0150  HISTORY     - 1933     GOOD             NGS
 NL0150
 NL0150                          STATION DESCRIPTION
 NL0150
 NL0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 NL0150'2.8 MI E FROM SAC CITY.
 NL0150'2.8 MILES EAST BY RAIL LOCATED ALONG THE R. OF W. OF THE
 NL0150'C.M. ST. P. AND P.R.R. JUST EAST OF WHERE THE TRACK CROSSES THE
 NL0150'DIRT ROAD BETWEEN SECTIONS 20 AND 21 T 88 N R 35 W.  (CEDAR TWP.)
 NL0150'79 YDS SOUTH OF THE CENTER OF U.S. HWY., NO. 20.  31 FT. EAST
 NL0150'OF THE CENTER OF DIRT ROAD.  35.2 FT. NORTH OF THE CENTER LINE
 NL0150'OF THE TRACK.  16.6 FT. SOUTH OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0151 ***********************************************************************
 NL0151  DESIGNATION -  S 13 RESET
 NL0151  PID         -  NL0151
 NL0151  STATE/COUNTY-  IA/SAC
 NL0151  USGS QUAD   -  SAC CITY EAST (1980)
 NL0151
 NL0151                         *CURRENT SURVEY CONTROL
 NL0151  ___________________________________________________________________
 NL0151* NAD 83(1986)-  42 25 15.     (N)    094 56 06.     (W)     SCALED    
 NL0151* NAVD 88     -       374.30   (meters)    1228.0    (feet)  RESET     
 NL0151  ___________________________________________________________________
 NL0151  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 NL0151
 NL0151  VERT ORDER  -  THIRD
 NL0151
 NL0151.The horizontal coordinates were scaled from a topographic map and have
 NL0151.an estimated accuracy of +/- 6 seconds.
 NL0151
 NL0151.The orthometric height was computed from unverified reset data.
 NL0151
 NL0151.The geoid height was determined by GEOID03.
 NL0151
 NL0151;                    North         East    Units  Estimated Accuracy
 NL0151;SPC IA N     - 1,103,290.    1,381,910.      MT  (+/- 180 meters Scaled)
 NL0151
 NL0151                          SUPERSEDED SURVEY CONTROL
 NL0151
 NL0151  NGVD 29 (??/??/??)  374.21   (m)         1227.7    (f) RESET       3  
 NL0151
 NL0151.Superseded values are not recommended for survey control.
 NL0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0151.See file dsdata.txt to determine how the superseded data were derived.
 NL0151
 NL0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG408983(NAD 83)
 NL0151_MARKER: DB = BENCH MARK DISK
 NL0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0151_STAMPING: S 13 RESET 1938
 NL0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0151+STABILITY: SURFACE MOTION
 NL0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0151+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2003
 NL0151
 NL0151  HISTORY     - Date     Condition        Report By
 NL0151  HISTORY     - 1938     MONUMENTED       IAHD
 NL0151  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0151  HISTORY     - 20030519 GOOD             AERSVC
 NL0151
 NL0151                          STATION DESCRIPTION
 NL0151
 NL0151'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1938
 NL0151'2.8 MI E FROM SAC CITY.
 NL0151'2.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0151'PACIFIC RAILROAD FROM SAC CITY, SAC COUNTY, 79 YARDS SOUTH OF
 NL0151'THE CENTERLINE OF U.S. HIGHWAY 20, AT THE CROSSING OF THE GRAVEL
 NL0151'ROAD ALONG THE LINE BETWEEN SECTIONS 20 AND 21, T 88 N., R 35 W.,
 NL0151'31 FEET EAST OF THE CENTERLINE OF THE ROAD, 35 FEET NORTH OF THE
 NL0151'CENTERLINE OF THE TRACK, AND 16 FEET SOUTH OF A FENCE CORNER.
 NL0151'A STANDARD DISK, STAMPED S 13 RESET 1938 AND SET IN THE TOP
 NL0151'OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS ESTABLISHED
 NL0151'AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE STATE HIGHWAY
 NL0151'COMMISSION IN THE SPRING OF 1938.
 NL0151
 NL0151                          STATION RECOVERY (1975)
 NL0151
 NL0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0151'MARK NOT FOUND.
 NL0151
 NL0151                          STATION RECOVERY (2003)
 NL0151
 NL0151'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2003 (BRS)
 NL0151'RECOVERED AS DESCRIBED.  GPS OCCUPATION POSSIBLE DURING HIGH SATELLITE
 NL0151'TIMES. -BRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0865 ***********************************************************************
 MJ0865  DESIGNATION -  S 130
 MJ0865  PID         -  MJ0865
 MJ0865  STATE/COUNTY-  IA/MILLS
 MJ0865  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0865
 MJ0865                         *CURRENT SURVEY CONTROL
 MJ0865  ___________________________________________________________________
 MJ0865* NAD 83(1986)-  41 03 53.     (N)    095 50 53.     (W)     SCALED    
 MJ0865* NAVD 88     -       293.100  (meters)     961.61   (feet)  ADJUSTED  
 MJ0865  ___________________________________________________________________
 MJ0865  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 MJ0865  DYNAMIC HT  -         292.980 (meters)     961.22  (feet)  COMP
 MJ0865  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 MJ0865
 MJ0865  VERT ORDER  -  SECOND    CLASS 0
 MJ0865
 MJ0865.The horizontal coordinates were scaled from a topographic map and have
 MJ0865.an estimated accuracy of +/- 6 seconds.
 MJ0865
 MJ0865.The orthometric height was determined by differential leveling
 MJ0865.and adjusted by the National Geodetic Survey in June 1991..
 MJ0865
 MJ0865.The geoid height was determined by GEOID03.
 MJ0865
 MJ0865.The dynamic height is computed by dividing the NAVD 88
 MJ0865.geopotential number by the normal gravity value computed on the
 MJ0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0865.degrees latitude (g = 980.6199 gals.).
 MJ0865
 MJ0865.The modeled gravity was interpolated from observed gravity values.
 MJ0865
 MJ0865;                    North         East    Units  Estimated Accuracy
 MJ0865;SPC IA S     -   120,900.      302,670.      MT  (+/- 180 meters Scaled)
 MJ0865
 MJ0865                          SUPERSEDED SURVEY CONTROL
 MJ0865
 MJ0865.No superseded survey control is available for this station.
 MJ0865
 MJ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF606498(NAD 83)
 MJ0865_MARKER: DB = BENCH MARK DISK
 MJ0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0865_STAMPING: S 130 1948
 MJ0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0865+STABILITY: SURFACE MOTION
 MJ0865
 MJ0865  HISTORY     - Date     Condition        Report By
 MJ0865  HISTORY     - 1948     MONUMENTED       CGS
 MJ0865
 MJ0865                          STATION DESCRIPTION
 MJ0865
 MJ0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0865'5.1 MI NW FROM PACIFIC JUNCTION.
 MJ0865'1 BLOCK WEST AND 1 1/2 BLOCKS NORTH FROM THE PACIFIC JUNCTION
 MJ0865'SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE WEST ALONG A DIRT
 MJ0865'ROAD, THENCE 2.0 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILES
 MJ0865'WEST ALONG A DIRT ROAD, THENCE 1.1 MILES NORTH ALONG A DIRT
 MJ0865'ROAD, THENCE 0.3 MILE WEST ALONG A DIRT ROAD, ABOUT 400.0 FEET
 MJ0865'WEST OF A LOW ONE STORY DWELLING OF H.J. KISER (CONSTRUCTED IN
 MJ0865'1946), 52.4 FEET SOUTHWEST OF THE SOUTHWEST LEG OF A STEEL
 MJ0865'TOWER OF A WINDMILL WHICH IS IN THE BARNYARD AREA OF THE KISER
 MJ0865'FARM, 12.0 FEET SOUTH OF THE CENTER LINE OF A FARM ROAD LEADING
 MJ0865'WEST, ON LINE WITH THE EXTENSION TO THE EAST OF A FARM ROAD
 MJ0865'LEADING WEST THROUGH THE FIELDS, 0.5 FOOT NORTHWEST OF THE
 MJ0865'NORTHWEST CORNER OF A CORN CRIB, SET IN THE TOP OF A CONCRETE
 MJ0865'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0614 ***********************************************************************
 MJ0614  DESIGNATION -  S 131
 MJ0614  PID         -  MJ0614
 MJ0614  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0614  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0614
 MJ0614                         *CURRENT SURVEY CONTROL
 MJ0614  ___________________________________________________________________
 MJ0614* NAD 83(1986)-  41 15 04.     (N)    095 51 03.     (W)     SCALED    
 MJ0614* NAVD 88     -       301.363  (meters)     988.72   (feet)  ADJUSTED  
 MJ0614  ___________________________________________________________________
 MJ0614  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 MJ0614  DYNAMIC HT  -         301.240 (meters)     988.32  (feet)  COMP
 MJ0614  MODELED GRAV-     980,206.6   (mgal)                       NAVD 88
 MJ0614
 MJ0614  VERT ORDER  -  FIRST     CLASS II
 MJ0614
 MJ0614.The horizontal coordinates were scaled from a topographic map and have
 MJ0614.an estimated accuracy of +/- 6 seconds.
 MJ0614
 MJ0614.The orthometric height was determined by differential leveling
 MJ0614.and adjusted by the National Geodetic Survey in June 1991..
 MJ0614
 MJ0614.The geoid height was determined by GEOID03.
 MJ0614
 MJ0614.The dynamic height is computed by dividing the NAVD 88
 MJ0614.geopotential number by the normal gravity value computed on the
 MJ0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0614.degrees latitude (g = 980.6199 gals.).
 MJ0614
 MJ0614.The modeled gravity was interpolated from observed gravity values.
 MJ0614
 MJ0614;                    North         East    Units  Estimated Accuracy
 MJ0614;SPC IA S     -   141,600.      303,000.      MT  (+/- 180 meters Scaled)
 MJ0614
 MJ0614                          SUPERSEDED SURVEY CONTROL
 MJ0614
 MJ0614  NGVD 29 (??/??/92)  301.250  (m)          988.35   (f) ADJ UNCH    1 2
 MJ0614
 MJ0614.Superseded values are not recommended for survey control.
 MJ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0614.See file dsdata.txt to determine how the superseded data were derived.
 MJ0614
 MJ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF611705(NAD 83)
 MJ0614_MARKER: DB = BENCH MARK DISK
 MJ0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0614_SP_SET: BUILDING
 MJ0614_STAMPING: S 131 1948
 MJ0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0614
 MJ0614  HISTORY     - Date     Condition        Report By
 MJ0614  HISTORY     - 1948     MONUMENTED       CGS
 MJ0614  HISTORY     - 19890725 MARK NOT FOUND   NGS
 MJ0614
 MJ0614                          STATION DESCRIPTION
 MJ0614
 MJ0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0614'AT COUNCIL BLUFFS.
 MJ0614'AT COUNCIL BLUFFS, AT THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0614'STATION, SET IN THE SOUTHWEST FACE OF THE BRICK STATION, 2.2
 MJ0614'FEET SOUTHEAST OF THE WEST CORNER OF THE BUILDING, 3.9 FEET
 MJ0614'ABOVE THE BRICK PAVING, 1.0 FOOT ABOVE THE CONCRETE FOUNDATION.
 MJ0614
 MJ0614                          STATION RECOVERY (1989)
 MJ0614
 MJ0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0814 ***********************************************************************
 MJ0814  DESIGNATION -  S 132 RESET
 MJ0814  PID         -  MJ0814
 MJ0814  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0814  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0814
 MJ0814                         *CURRENT SURVEY CONTROL
 MJ0814  ___________________________________________________________________
 MJ0814* NAD 83(1986)-  41 12 30.     (N)    095 55 05.     (W)     SCALED    
 MJ0814* NAVD 88     -       300.48   (+/-2cm)     985.8    (feet)  VERTCON   
 MJ0814  ___________________________________________________________________
 MJ0814  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 MJ0814
 MJ0814  VERT ORDER  -  THIRD (See Below)
 MJ0814
 MJ0814.The horizontal coordinates were scaled from a topographic map and have
 MJ0814.an estimated accuracy of +/- 6 seconds.
 MJ0814
 MJ0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ0814.The vertical order pertains to the NGVD 29 superseded value.
 MJ0814
 MJ0814.The geoid height was determined by GEOID03.
 MJ0814
 MJ0814;                    North         East    Units  Estimated Accuracy
 MJ0814;SPC IA S     -   137,000.      297,240.      MT  (+/- 180 meters Scaled)
 MJ0814
 MJ0814                          SUPERSEDED SURVEY CONTROL
 MJ0814
 MJ0814  NGVD 29 (05/12/04)  300.37   (m)          985.5    (f) RESET       3  
 MJ0814
 MJ0814.Superseded values are not recommended for survey control.
 MJ0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0814.See file dsdata.txt to determine how the superseded data were derived.
 MJ0814
 MJ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF553659(NAD 83)
 MJ0814_MARKER: DB = BENCH MARK DISK
 MJ0814_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 MJ0814+WITH SETTING: INTO GROUND
 MJ0814_SP_SET: METAL ROD WITH BASE PLATE
 MJ0814_STAMPING: S 132 RESET 1974
 MJ0814_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0814+STABILITY: SURFACE MOTION
 MJ0814
 MJ0814  HISTORY     - Date     Condition        Report By
 MJ0814  HISTORY     - 1974     MONUMENTED       NGS
 MJ0814
 MJ0814                          STATION DESCRIPTION
 MJ0814
 MJ0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MJ0814'0.9 MI E FROM SOUTH OMAHA.
 MJ0814'0.9 MILE EAST ALONG U.S. HIGHWAY 275 FROM THE WEST END OF THE
 MJ0814'SOUTH OMAHA BRIDGE OVER THE MISSOURI RIVER AT SOUTH OMAHA, AT
 MJ0814'A GATE AT TOP OF LEVEE ON THE NORTH RIGHT-OF-WAY OF HIGHWAY 275,
 MJ0814'8 FEET EAST OF THE CENTER OF THE LEVEE ROAD, 62 FEET NORTH OF
 MJ0814'THE CENTER OF HIGHWAY 275, 2.5 FEET EAST OF THE EAST END GATE
 MJ0814'POST AND 6 INCHES SOUTH OF A METAL WITNESS POST IN A FENCE LINE.
 MJ0814'A STANDARD DISK STAMPED S 132 RESET 1974, CRIMPED TO THE TOP
 MJ0814'OF A 5/8-INCH COPPER-COATED ROD WITH A STEEL PLATE BOLTED AT
 MJ0814'THE BOTTOM, ENCASED IN A PLASTIC PIPE AND FLUSH WITH THE SURFACE
 MJ0814'OF THE GROUND.  NOTE-- THIS BENCH MARK REPLACES S 132 1948 DUE
 MJ0814'TO BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1145 ***********************************************************************
 LF1145  DESIGNATION -  S 133 RESET
 LF1145  PID         -  LF1145
 LF1145  STATE/COUNTY-  IA/FREMONT
 LF1145  USGS QUAD   -  MC PAUL (1984)
 LF1145
 LF1145                         *CURRENT SURVEY CONTROL
 LF1145  ___________________________________________________________________
 LF1145* NAD 83(1986)-  40 49 18.     (N)    095 48 32.     (W)     SCALED    
 LF1145* NAVD 88     -       285.16   (meters)     935.6    (feet)  RESET     
 LF1145  ___________________________________________________________________
 LF1145  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 LF1145
 LF1145  VERT ORDER  -  THIRD
 LF1145
 LF1145.The horizontal coordinates were scaled from a topographic map and have
 LF1145.an estimated accuracy of +/- 6 seconds.
 LF1145
 LF1145.The orthometric height was computed from unverified reset data.
 LF1145
 LF1145.The geoid height was determined by GEOID03.
 LF1145
 LF1145;                    North         East    Units  Estimated Accuracy
 LF1145;SPC IA S     -    93,830.      305,250.      MT  (+/- 180 meters Scaled)
 LF1145
 LF1145                          SUPERSEDED SURVEY CONTROL
 LF1145
 LF1145  NGVD 29 (??/??/??)  285.06   (m)          935.2    (f) RESET       3  
 LF1145
 LF1145.Superseded values are not recommended for survey control.
 LF1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1145.See file dsdata.txt to determine how the superseded data were derived.
 LF1145
 LF1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF631227(NAD 83)
 LF1145_MARKER: DB = BENCH MARK DISK
 LF1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1145_STAMPING: S 133 RESET 1969
 LF1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1145+STABILITY: SURFACE MOTION
 LF1145
 LF1145  HISTORY     - Date     Condition        Report By
 LF1145  HISTORY     - 1969     MONUMENTED       CGS
 LF1145  HISTORY     - 1970     GOOD             NGS
 LF1145  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF1145
 LF1145                          STATION DESCRIPTION
 LF1145
 LF1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LF1145'0.2 MI W FROM MC PAUL.
 LF1145'ABOUT 0.25 MILE WEST ALONG STATE HIGHWAY 145 FROM THE CHICAGO,
 LF1145'BURLINGTON, AND QUINCY RAILROAD STATION AND CROSSING AT MC PAUL
 LF1145'TO AN INTERSECTION, 131.5 FEET WEST-SOUTHWEST OF THE CENTER OF
 LF1145'THE INTERSECTION, 120 NORTHWEST OF A RIGHT-OF-WAY RAIL, 64.5 FEET
 LF1145'SOUTH OF A RIGHT-OF-WAY RAIL ON THE NORTH SIDE OF A GRAVELED
 LF1145'ROAD, 31 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 2 FEET
 LF1145'NORTHWEST OF A RIGHT-OF-WAY RAIL, 1 FOOT EAST OF A METAL WITNESS
 LF1145'POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 LF1145'FLUSH WITH THE SURFACE OF THE GROUND.
 LF1145
 LF1145                          STATION RECOVERY (1989)
 LF1145
 LF1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF1145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0979 ***********************************************************************
 LF0979  DESIGNATION -  S 134
 LF0979  PID         -  LF0979
 LF0979  STATE/COUNTY-  IA/FREMONT
 LF0979  USGS QUAD   -  SIDNEY (1981)
 LF0979
 LF0979                         *CURRENT SURVEY CONTROL
 LF0979  ___________________________________________________________________
 LF0979* NAD 83(1986)-  40 37 48.     (N)    095 44 37.     (W)     SCALED    
 LF0979* NAVD 88     -       278.196  (meters)     912.71   (feet)  ADJUSTED  
 LF0979  ___________________________________________________________________
 LF0979  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LF0979  DYNAMIC HT  -         278.050 (meters)     912.24  (feet)  COMP
 LF0979  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 LF0979
 LF0979  VERT ORDER  -  SECOND    CLASS 0
 LF0979
 LF0979.The horizontal coordinates were scaled from a topographic map and have
 LF0979.an estimated accuracy of +/- 6 seconds.
 LF0979
 LF0979.The orthometric height was determined by differential leveling
 LF0979.and adjusted by the National Geodetic Survey in June 1991..
 LF0979
 LF0979.The geoid height was determined by GEOID03.
 LF0979
 LF0979.The dynamic height is computed by dividing the NAVD 88
 LF0979.geopotential number by the normal gravity value computed on the
 LF0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0979.degrees latitude (g = 980.6199 gals.).
 LF0979
 LF0979.The modeled gravity was interpolated from observed gravity values.
 LF0979
 LF0979;                    North         East    Units  Estimated Accuracy
 LF0979;SPC IA S     -    72,410.      310,200.      MT  (+/- 180 meters Scaled)
 LF0979
 LF0979                          SUPERSEDED SURVEY CONTROL
 LF0979
 LF0979  NGVD 29 (??/??/92)  278.097  (m)          912.39   (f) ADJ UNCH    2 0
 LF0979
 LF0979.Superseded values are not recommended for survey control.
 LF0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0979.See file dsdata.txt to determine how the superseded data were derived.
 LF0979
 LF0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF679013(NAD 83)
 LF0979_MARKER: DB = BENCH MARK DISK
 LF0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0979_STAMPING: S 134 1948
 LF0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0979+STABILITY: SURFACE MOTION
 LF0979
 LF0979  HISTORY     - Date     Condition        Report By
 LF0979  HISTORY     - 1948     MONUMENTED       CGS
 LF0979  HISTORY     - 1971     MARK NOT FOUND   NGS
 LF0979
 LF0979                          STATION DESCRIPTION
 LF0979
 LF0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0979'3.9 MI SE FROM PAYNE.
 LF0979'2.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0979'RAILROAD FROM THE STATION AT PAYNE, THENCE 1.1 MILE SOUTH ALONG A
 LF0979'TAR ROAD, THENCE 0.7 MILE WEST ALONG A FARM ROAD, 0.75 MILE WEST
 LF0979'OF THE HOME OF ALBERT PROPP, 409.0 FEET WEST OF A HEDGE AND FENCE
 LF0979'LINE LEADING SOUTH, ACROSS THE FARM ROAD FROM A GROUP OF COTTONWOOD
 LF0979'TREES, 9.0 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 1.0
 LF0979'FOOT SOUTH OF A FENCE LINE, 1.5 FEET WEST OF A 4 X 4 REFERENCE
 LF0979'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT
 LF0979'ABOVE THE GROUND.
 LF0979
 LF0979                          STATION RECOVERY (1971)
 LF0979
 LF0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LF0979'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0559 ***********************************************************************
 MJ0559  DESIGNATION -  S 135
 MJ0559  PID         -  MJ0559
 MJ0559  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0559  USGS QUAD   -  MC CLELLAND (1994)
 MJ0559
 MJ0559                         *CURRENT SURVEY CONTROL
 MJ0559  ___________________________________________________________________
 MJ0559* NAD 83(1986)-  41 22 10.     (N)    095 41 28.     (W)     SCALED    
 MJ0559* NAVD 88     -       322.879  (meters)    1059.31   (feet)  ADJUSTED  
 MJ0559  ___________________________________________________________________
 MJ0559  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 MJ0559  DYNAMIC HT  -         322.743 (meters)    1058.87  (feet)  COMP
 MJ0559  MODELED GRAV-     980,190.9   (mgal)                       NAVD 88
 MJ0559
 MJ0559  VERT ORDER  -  FIRST     CLASS II
 MJ0559
 MJ0559.The horizontal coordinates were scaled from a topographic map and have
 MJ0559.an estimated accuracy of +/- 6 seconds.
 MJ0559
 MJ0559.The orthometric height was determined by differential leveling
 MJ0559.and adjusted by the National Geodetic Survey in June 1991..
 MJ0559
 MJ0559.The geoid height was determined by GEOID03.
 MJ0559
 MJ0559.The dynamic height is computed by dividing the NAVD 88
 MJ0559.geopotential number by the normal gravity value computed on the
 MJ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0559.degrees latitude (g = 980.6199 gals.).
 MJ0559
 MJ0559.The modeled gravity was interpolated from observed gravity values.
 MJ0559
 MJ0559;                    North         East    Units  Estimated Accuracy
 MJ0559;SPC IA S     -   154,380.      316,710.      MT  (+/- 180 meters Scaled)
 MJ0559
 MJ0559                          SUPERSEDED SURVEY CONTROL
 MJ0559
 MJ0559.No superseded survey control is available for this station.
 MJ0559
 MJ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF749832(NAD 83)
 MJ0559_MARKER: DB = BENCH MARK DISK
 MJ0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0559_SP_SET: CONCRETE BASE
 MJ0559_STAMPING: S 135 1948
 MJ0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0559
 MJ0559  HISTORY     - Date     Condition        Report By
 MJ0559  HISTORY     - 1948     MONUMENTED       CGS
 MJ0559
 MJ0559                          STATION DESCRIPTION
 MJ0559
 MJ0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0559'1.5 MI SW FROM UNDERWOOD.
 MJ0559'1.5 MILES SOUTHWEST ALONG CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0559'RAILROAD FROM THE STATION AT UNDERWOOD, ABOUT 150.0 FEET NORTHEAST
 MJ0559'OF MILEPOST 485, SET IN THE BASE FOR THE SOUTHEAST CONCRETE GUARD
 MJ0559'RAIL FOR A LARGE CONCRETE HIGHWAY BRIDGE (STATE HIGHWAY 64)
 MJ0559'OVER A STREAM, AT THE NORTHEAST END OF THE BRIDGE, 66.6 FEET
 MJ0559'NORTHWEST OF THE CENTER LINE OF THE RAILROAD TRACKS, 16.8 FEET
 MJ0559'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0560 ***********************************************************************
 MJ0560  DESIGNATION -  S 135 RESET
 MJ0560  PID         -  MJ0560
 MJ0560  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0560  USGS QUAD   -  MC CLELLAND (1994)
 MJ0560
 MJ0560                         *CURRENT SURVEY CONTROL
 MJ0560  ___________________________________________________________________
 MJ0560* NAD 83(1986)-  41 22 10.     (N)    095 41 28.     (W)     SCALED    
 MJ0560* NAVD 88     -       320.48   (meters)    1051.4    (feet)  RESET     
 MJ0560  ___________________________________________________________________
 MJ0560  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 MJ0560
 MJ0560  VERT ORDER  -  THIRD
 MJ0560
 MJ0560.The horizontal coordinates were scaled from a topographic map and have
 MJ0560.an estimated accuracy of +/- 6 seconds.
 MJ0560
 MJ0560.The orthometric height was computed from unverified reset data.
 MJ0560
 MJ0560.The geoid height was determined by GEOID03.
 MJ0560
 MJ0560;                    North         East    Units  Estimated Accuracy
 MJ0560;SPC IA S     -   154,380.      316,710.      MT  (+/- 180 meters Scaled)
 MJ0560
 MJ0560                          SUPERSEDED SURVEY CONTROL
 MJ0560
 MJ0560  NGVD 29 (??/??/??)  320.37   (m)         1051.1    (f) RESET       3  
 MJ0560
 MJ0560.Superseded values are not recommended for survey control.
 MJ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0560.See file dsdata.txt to determine how the superseded data were derived.
 MJ0560
 MJ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF749832(NAD 83)
 MJ0560_MARKER: DB = BENCH MARK DISK
 MJ0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0560_SP_SET: CULVERT
 MJ0560_STAMPING: S 135 148 RESET 1963
 MJ0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0560
 MJ0560  HISTORY     - Date     Condition        Report By
 MJ0560  HISTORY     - 1963     MONUMENTED       USGS
 MJ0560
 MJ0560                          STATION DESCRIPTION
 MJ0560
 MJ0560'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MJ0560'1.6 MI SW FROM UNDERWOOD.
 MJ0560'1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE CROSSING
 MJ0560'OF HIGHWAY 64 AND THE MAIN STREET (E-W) OF UNDERWOOD, POTTAWATTAMIE
 MJ0560'COUNTY, IOWA 170 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 MJ0560'64, ON THE NORTHWEST HEADWALL OF A TWIN 10 X 8 FOOT CONCRETE
 MJ0560'BOX CULVERT UNDER THE CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC
 MJ0560'RAILROAD, AND ON THE TOP OF THE NORTHEAST END OF THE CONCRETE
 MJ0560'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0243 ***********************************************************************
 MK0243  DESIGNATION -  S 136
 MK0243  PID         -  MK0243
 MK0243  STATE/COUNTY-  IA/HARRISON
 MK0243  USGS QUAD   -  MONDAMIN (1970)
 MK0243
 MK0243                         *CURRENT SURVEY CONTROL
 MK0243  ___________________________________________________________________
 MK0243* NAD 83(1986)-  41 40 06.     (N)    096 02 59.     (W)     SCALED    
 MK0243* NAVD 88     -       309.664  (meters)    1015.96   (feet)  ADJUSTED  
 MK0243  ___________________________________________________________________
 MK0243  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 MK0243  DYNAMIC HT  -         309.531 (meters)    1015.52  (feet)  COMP
 MK0243  MODELED GRAV-     980,186.9   (mgal)                       NAVD 88
 MK0243
 MK0243  VERT ORDER  -  SECOND    CLASS 0
 MK0243
 MK0243.The horizontal coordinates were scaled from a topographic map and have
 MK0243.an estimated accuracy of +/- 6 seconds.
 MK0243
 MK0243.The orthometric height was determined by differential leveling
 MK0243.and adjusted by the National Geodetic Survey in June 1991..
 MK0243
 MK0243.The geoid height was determined by GEOID03.
 MK0243
 MK0243.The dynamic height is computed by dividing the NAVD 88
 MK0243.geopotential number by the normal gravity value computed on the
 MK0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0243.degrees latitude (g = 980.6199 gals.).
 MK0243
 MK0243.The modeled gravity was interpolated from observed gravity values.
 MK0243
 MK0243;                    North         East    Units  Estimated Accuracy
 MK0243;SPC IA S     -   188,380.      287,690.      MT  (+/- 180 meters Scaled)
 MK0243
 MK0243                          SUPERSEDED SURVEY CONTROL
 MK0243
 MK0243  NGVD 29 (??/??/92)  309.514  (m)         1015.46   (f) ADJ UNCH    2 0
 MK0243
 MK0243.Superseded values are not recommended for survey control.
 MK0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0243.See file dsdata.txt to determine how the superseded data were derived.
 MK0243
 MK0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM456171(NAD 83)
 MK0243_MARKER: DB = BENCH MARK DISK
 MK0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0243_STAMPING: S 136 1948
 MK0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0243+STABILITY: SURFACE MOTION
 MK0243
 MK0243  HISTORY     - Date     Condition        Report By
 MK0243  HISTORY     - 1948     MONUMENTED       CGS
 MK0243  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0243
 MK0243                          STATION DESCRIPTION
 MK0243
 MK0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0243'4.3 MI SW FROM MONDAMIN.
 MK0243'0.4 MILE WEST ALONG U.S. HIGHWAY NO. 75 FROM THE CHICAGO AND
 MK0243'NORTH WESTERN RAILWAY STATION AT MONDAMIN, THENCE 2.9 MILES
 MK0243'SOUTH ALONG STATE HIGHWAY NO. 300, THENCE 1.0 MILE WEST ALONG A
 MK0243'DIRT ROAD, AT A T ROAD, 180.0 FEET SOUTH OF A STEEL BRIDGE ON
 MK0243'THE NORTH SECTION OF THE NORTH-SOUTH ROAD, 35.0 FEET SOUTH OF THE
 MK0243'CENTER LINE OF THE EAST-WEST ROAD, 34.0 FEET EAST OF THE CENTER
 MK0243'LINE OF THE NORTH-SOUTH ROAD, 5.7 FEET EAST OF THE NORTHEAST GATE
 MK0243'POST, 2.3 FEET NORTH OF A FENCE, 1.7 FEET WEST OF A REFERENCE
 MK0243'POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 MK0243'GROUND.
 MK0243
 MK0243                          STATION RECOVERY (1974)
 MK0243
 MK0243'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0717 ***********************************************************************
 MJ0717  DESIGNATION -  S 138
 MJ0717  PID         -  MJ0717
 MJ0717  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0717  USGS QUAD   -  LOVELAND (1994)
 MJ0717
 MJ0717                         *CURRENT SURVEY CONTROL
 MJ0717  ___________________________________________________________________
 MJ0717* NAD 83(1986)-  41 26 14.     (N)    095 53 22.     (W)     SCALED    
 MJ0717* NAVD 88     -       302.141  (meters)     991.27   (feet)  ADJUSTED  
 MJ0717  ___________________________________________________________________
 MJ0717  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 MJ0717  DYNAMIC HT  -         302.003 (meters)     990.82  (feet)  COMP
 MJ0717  MODELED GRAV-     980,157.9   (mgal)                       NAVD 88
 MJ0717
 MJ0717  VERT ORDER  -  SECOND    CLASS 0
 MJ0717
 MJ0717.The horizontal coordinates were scaled from a topographic map and have
 MJ0717.an estimated accuracy of +/- 6 seconds.
 MJ0717
 MJ0717.The orthometric height was determined by differential leveling
 MJ0717.and adjusted by the National Geodetic Survey in June 1991..
 MJ0717
 MJ0717.The geoid height was determined by GEOID03.
 MJ0717
 MJ0717.The dynamic height is computed by dividing the NAVD 88
 MJ0717.geopotential number by the normal gravity value computed on the
 MJ0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0717.degrees latitude (g = 980.6199 gals.).
 MJ0717
 MJ0717.The modeled gravity was interpolated from observed gravity values.
 MJ0717
 MJ0717;                    North         East    Units  Estimated Accuracy
 MJ0717;SPC IA S     -   162,350.      300,330.      MT  (+/- 180 meters Scaled)
 MJ0717
 MJ0717                          SUPERSEDED SURVEY CONTROL
 MJ0717
 MJ0717  NGVD 29 (??/??/92)  302.004  (m)          990.82   (f) ADJ UNCH    2 0
 MJ0717
 MJ0717.Superseded values are not recommended for survey control.
 MJ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0717.See file dsdata.txt to determine how the superseded data were derived.
 MJ0717
 MJ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF585913(NAD 83)
 MJ0717_MARKER: DB = BENCH MARK DISK
 MJ0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0717_STAMPING: S 138 1948
 MJ0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0717+STABILITY: SURFACE MOTION
 MJ0717
 MJ0717  HISTORY     - Date     Condition        Report By
 MJ0717  HISTORY     - 1948     MONUMENTED       CGS
 MJ0717
 MJ0717                          STATION DESCRIPTION
 MJ0717
 MJ0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0717'8.6 MI S FROM LOVELAND.
 MJ0717'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0717'LOVELAND, THENCE 2.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.5
 MJ0717'MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE EAST ALONG A DIRT
 MJ0717'ROAD, THENCE 0.9 MILE SOUTHEAST ALONG A DIRT ROAD, THENCE 1.2
 MJ0717'MILES SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE EAST ALONG A
 MJ0717'DIRT ROAD, THENCE 0.7 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.4 MILE
 MJ0717'EAST ALONG A DIRT ROAD, AT A 90-DEGREE TURN IN THE ROAD WITH TANGENTS
 MJ0717'LEADING WEST AND SOUTH, 50.0 FEET WEST OF A POINT ON THE
 MJ0717'PROJECTED CENTER LINE OF THE SOUTH TANGENT, 32.0 FEET NORTH OF
 MJ0717'THE CENTER LINE OF THE WEST TANGENT, 8.6 FEET WEST OF THE WEST
 MJ0717'GATE POST OF A GATE, 1.2 FEET SOUTH OF A FENCE, 1.1 FEET EAST OF
 MJ0717'A REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.5
 MJ0717'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0286 ***********************************************************************
 NM0286  DESIGNATION -  S 140
 NM0286  PID         -  NM0286
 NM0286  STATE/COUNTY-  IA/MONONA
 NM0286  USGS QUAD   -  ALBATON (1969)
 NM0286
 NM0286                         *CURRENT SURVEY CONTROL
 NM0286  ___________________________________________________________________
 NM0286* NAD 83(1986)-  42 10 14.     (N)    096 19 44.     (W)     SCALED    
 NM0286* NAVD 88     -       323.653  (meters)    1061.85   (feet)  ADJUSTED  
 NM0286  ___________________________________________________________________
 NM0286  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 NM0286  DYNAMIC HT  -         323.543 (meters)    1061.49  (feet)  COMP
 NM0286  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 NM0286
 NM0286  VERT ORDER  -  SECOND    CLASS 0
 NM0286
 NM0286.The horizontal coordinates were scaled from a topographic map and have
 NM0286.an estimated accuracy of +/- 6 seconds.
 NM0286
 NM0286.The orthometric height was determined by differential leveling
 NM0286.and adjusted by the National Geodetic Survey in June 1991..
 NM0286
 NM0286.The geoid height was determined by GEOID03.
 NM0286
 NM0286.The dynamic height is computed by dividing the NAVD 88
 NM0286.geopotential number by the normal gravity value computed on the
 NM0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0286.degrees latitude (g = 980.6199 gals.).
 NM0286
 NM0286.The modeled gravity was interpolated from observed gravity values.
 NM0286
 NM0286;                    North         East    Units  Estimated Accuracy
 NM0286;SPC IA N     - 1,078,390.    1,266,300.      MT  (+/- 180 meters Scaled)
 NM0286
 NM0286                          SUPERSEDED SURVEY CONTROL
 NM0286
 NM0286  NGVD 29 (??/??/92)  323.506  (m)         1061.37   (f) ADJ UNCH    2 0
 NM0286
 NM0286.Superseded values are not recommended for survey control.
 NM0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0286.See file dsdata.txt to determine how the superseded data were derived.
 NM0286
 NM0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM206721(NAD 83)
 NM0286_MARKER: DB = BENCH MARK DISK
 NM0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0286_STAMPING: S 140 1948
 NM0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0286+STABILITY: SURFACE MOTION
 NM0286
 NM0286  HISTORY     - Date     Condition        Report By
 NM0286  HISTORY     - 1948     MONUMENTED       CGS
 NM0286
 NM0286                          STATION DESCRIPTION
 NM0286
 NM0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0286'3.1 MI SW FROM ALBATON.
 NM0286'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0286'AT ALBATON, THENCE 2.0 MILES WEST ALONG A DIRT ROAD, THENCE 1.0
 NM0286'MILE SOUTH ALONG A DIRT ROAD, AT A T ROAD, ON ABOUT THE CENTER
 NM0286'LINE (PROJECTED) OF THE ROAD LEADING NORTH, 36.0 FEET SOUTH OF
 NM0286'THE CENTER LINE OF THE EAST-WEST ROAD, 7.0 FEET EAST OF THE
 NM0286'CENTER LINE OF A FIELD ROAD LEADING SOUTH INTO A FIELD, 1.7 FEET
 NM0286'SOUTH OF A CORNER FENCE POST, 0.8 FOOT WEST OF A NORTH-SOUTH
 NM0286'FENCE, 1.5 FEET NORTH OF A REFERENCE POST, SET IN TOP OF A
 NM0286'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0310 ***********************************************************************
 NM0310  DESIGNATION -  S 141
 NM0310  PID         -  NM0310
 NM0310  STATE/COUNTY-  IA/MONONA
 NM0310  USGS QUAD   -  ONAWA SW (1969)
 NM0310
 NM0310                         *CURRENT SURVEY CONTROL
 NM0310  ___________________________________________________________________
 NM0310* NAD 83(1986)-  42 05 31.     (N)    096 14 15.     (W)     SCALED    
 NM0310* NAVD 88     -       324.629  (meters)    1065.05   (feet)  ADJUSTED  
 NM0310  ___________________________________________________________________
 NM0310  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 NM0310  DYNAMIC HT  -         324.516 (meters)    1064.68  (feet)  COMP
 NM0310  MODELED GRAV-     980,263.9   (mgal)                       NAVD 88
 NM0310
 NM0310  VERT ORDER  -  SECOND    CLASS 0
 NM0310
 NM0310.The horizontal coordinates were scaled from a topographic map and have
 NM0310.an estimated accuracy of +/- 6 seconds.
 NM0310
 NM0310.The orthometric height was determined by differential leveling
 NM0310.and adjusted by the National Geodetic Survey in June 1991..
 NM0310
 NM0310.The geoid height was determined by GEOID03.
 NM0310
 NM0310.The dynamic height is computed by dividing the NAVD 88
 NM0310.geopotential number by the normal gravity value computed on the
 NM0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0310.degrees latitude (g = 980.6199 gals.).
 NM0310
 NM0310.The modeled gravity was interpolated from observed gravity values.
 NM0310
 NM0310;                    North         East    Units  Estimated Accuracy
 NM0310;SPC IA N     - 1,069,420.    1,273,560.      MT  (+/- 180 meters Scaled)
 NM0310
 NM0310                          SUPERSEDED SURVEY CONTROL
 NM0310
 NM0310  NGVD 29 (??/??/92)  324.488  (m)         1064.59   (f) ADJ UNCH    2 0
 NM0310
 NM0310.Superseded values are not recommended for survey control.
 NM0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0310.See file dsdata.txt to determine how the superseded data were derived.
 NM0310
 NM0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM284636(NAD 83)
 NM0310_MARKER: DB = BENCH MARK DISK
 NM0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0310_STAMPING: S 141 1948
 NM0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0310+STABILITY: SURFACE MOTION
 NM0310
 NM0310  HISTORY     - Date     Condition        Report By
 NM0310  HISTORY     - 1948     MONUMENTED       CGS
 NM0310
 NM0310                          STATION DESCRIPTION
 NM0310
 NM0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0310'8.4 MI SW FROM WHITING.
 NM0310'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0310'FROM THE STATION AT WHITING, THENCE 5.3 MILES WEST ALONG A DIRT
 NM0310'ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.25 MILE
 NM0310'WEST ALONG A DIRT ROAD, IN THE NORTHEAST CORNER OF A SCHOOL
 NM0310'YARD, 36.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 20.5 FEET
 NM0310'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 10.0
 NM0310'FEET WEST OF THE CENTER LINE OF THE SCHOOL ROAD, 1.4 FEET SOUTH
 NM0310'OF A BOARD FENCE, 1.7 FEET EAST OF A REFERENCE POST, SET IN TOP
 NM0310'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0244 ***********************************************************************
 NM0244  DESIGNATION -  S 142
 NM0244  PID         -  NM0244
 NM0244  STATE/COUNTY-  IA/WOODBURY
 NM0244  USGS QUAD   -  SALIX (1976)
 NM0244
 NM0244                         *CURRENT SURVEY CONTROL
 NM0244  ___________________________________________________________________
 NM0244* NAD 83(1986)-  42 18 24.     (N)    096 21 29.     (W)     SCALED    
 NM0244* NAVD 88     -       329.825  (meters)    1082.10   (feet)  ADJUSTED  
 NM0244  ___________________________________________________________________
 NM0244  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 NM0244  DYNAMIC HT  -         329.718 (meters)    1081.75  (feet)  COMP
 NM0244  MODELED GRAV-     980,288.6   (mgal)                       NAVD 88
 NM0244
 NM0244  VERT ORDER  -  SECOND    CLASS 0
 NM0244
 NM0244.The horizontal coordinates were scaled from a topographic map and have
 NM0244.an estimated accuracy of +/- 6 seconds.
 NM0244
 NM0244.The orthometric height was determined by differential leveling
 NM0244.and adjusted by the National Geodetic Survey in June 1991..
 NM0244
 NM0244.The geoid height was determined by GEOID03.
 NM0244
 NM0244.The dynamic height is computed by dividing the NAVD 88
 NM0244.geopotential number by the normal gravity value computed on the
 NM0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0244.degrees latitude (g = 980.6199 gals.).
 NM0244
 NM0244.The modeled gravity was interpolated from observed gravity values.
 NM0244
 NM0244;                    North         East    Units  Estimated Accuracy
 NM0244;SPC IA N     - 1,093,580.    1,264,400.      MT  (+/- 180 meters Scaled)
 NM0244
 NM0244                          SUPERSEDED SURVEY CONTROL
 NM0244
 NM0244  NGVD 29 (??/??/92)  329.670  (m)         1081.59   (f) ADJ UNCH    2 0
 NM0244
 NM0244.Superseded values are not recommended for survey control.
 NM0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0244.See file dsdata.txt to determine how the superseded data were derived.
 NM0244
 NM0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM177872(NAD 83)
 NM0244_MARKER: DB = BENCH MARK DISK
 NM0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0244_STAMPING: S 142 1948
 NM0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0244+STABILITY: SURFACE MOTION
 NM0244
 NM0244  HISTORY     - Date     Condition        Report By
 NM0244  HISTORY     - 1948     MONUMENTED       CGS
 NM0244  HISTORY     - 1949     GOOD             NGS
 NM0244
 NM0244                          STATION DESCRIPTION
 NM0244
 NM0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0244'5.1 MI W FROM SALIX.
 NM0244'0.6 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0244'FROM THE STATION AT SALIX, THENCE 3.5 MILES WEST ALONG A GRAVEL
 NM0244'ROAD, THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 0.5 MILE
 NM0244'WEST ALONG A GRAVEL ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 NM0244'LEADING NORTH AND EAST, 17.0 FEET WEST OF A POINT ON THE PROJECTED
 NM0244'CENTER LINE OF THE NORTH TANGENT, 14.0 FEET NORTH OF A POINT ON THE
 NM0244'PROJECTED CENTER LINE OF THE EAST TANGENT, 13.0 FEET SOUTH OF THE
 NM0244'CENTER LINE OF A PRIVATE ROAD, 4.6 FEET SOUTHEAST OF A TELEPHONE
 NM0244'POLE, 1.4 FEET NORTHEAST OF A FENCE, 1.4 FEET NORTHWEST OF A
 NM0244'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 NM0244'FOOT ABOVE THE GROUND.
 NM0244
 NM0244                          STATION RECOVERY (1949)
 NM0244
 NM0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0276 ***********************************************************************
 NM0276  DESIGNATION -  S 143
 NM0276  PID         -  NM0276
 NM0276  STATE/COUNTY-  IA/MONONA
 NM0276  USGS QUAD   -  ALBATON (1969)
 NM0276
 NM0276                         *CURRENT SURVEY CONTROL
 NM0276  ___________________________________________________________________
 NM0276* NAD 83(1986)-  42 11 59.     (N)    096 18 37.     (W)     SCALED    
 NM0276* NAVD 88     -       326.548  (meters)    1071.35   (feet)  ADJUSTED  
 NM0276  ___________________________________________________________________
 NM0276  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 NM0276  DYNAMIC HT  -         326.438 (meters)    1070.99  (feet)  COMP
 NM0276  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 NM0276
 NM0276  VERT ORDER  -  SECOND    CLASS 0
 NM0276
 NM0276.The horizontal coordinates were scaled from a topographic map and have
 NM0276.an estimated accuracy of +/- 6 seconds.
 NM0276
 NM0276.The orthometric height was determined by differential leveling
 NM0276.and adjusted by the National Geodetic Survey in June 1991..
 NM0276
 NM0276.The geoid height was determined by GEOID03.
 NM0276
 NM0276.The dynamic height is computed by dividing the NAVD 88
 NM0276.geopotential number by the normal gravity value computed on the
 NM0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0276.degrees latitude (g = 980.6199 gals.).
 NM0276
 NM0276.The modeled gravity was interpolated from observed gravity values.
 NM0276
 NM0276;                    North         East    Units  Estimated Accuracy
 NM0276;SPC IA N     - 1,081,580.    1,267,940.      MT  (+/- 180 meters Scaled)
 NM0276
 NM0276                          SUPERSEDED SURVEY CONTROL
 NM0276
 NM0276  NGVD 29 (??/??/92)  326.401  (m)         1070.87   (f) ADJ UNCH    2 0
 NM0276
 NM0276.Superseded values are not recommended for survey control.
 NM0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0276.See file dsdata.txt to determine how the superseded data were derived.
 NM0276
 NM0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM220754(NAD 83)
 NM0276_MARKER: DB = BENCH MARK DISK
 NM0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0276_STAMPING: S 143 1948
 NM0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0276+STABILITY: SURFACE MOTION
 NM0276
 NM0276  HISTORY     - Date     Condition        Report By
 NM0276  HISTORY     - 1948     MONUMENTED       CGS
 NM0276  HISTORY     - 1970     MARK NOT FOUND   USGS
 NM0276
 NM0276                          STATION DESCRIPTION
 NM0276
 NM0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0276'2.1 MI NW FROM ALBATON.
 NM0276'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0276'AT ALBATON, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.0
 NM0276'MILE NORTH ALONG A DIRT ROAD, IN THE SOUTHWEST QUARTER OF A
 NM0276'ROAD CROSSING, 110.0 FEET WEST OF THE CENTER LINE OF THE
 NM0276'NORTH-SOUTH ROAD, 30.0 FEET SOUTH OF THE CENTER LINE OF THE
 NM0276'EAST-WEST ROAD, 6.0 FEET NORTHWEST OF A LARGE FORKED ELM TREE,
 NM0276'1.0 FOOT NORTH OF A FENCE LINE, 1.5 FEET EAST OF A REFERENCE
 NM0276'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 NM0276'ABOVE THE GROUND.
 NM0276
 NM0276                          STATION RECOVERY (1970)
 NM0276
 NM0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NM0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0197 ***********************************************************************
 MK0197  DESIGNATION -  S 144
 MK0197  PID         -  MK0197
 MK0197  STATE/COUNTY-  IA/MONONA
 MK0197  USGS QUAD   -  BLENCOE (1970)
 MK0197
 MK0197                         *CURRENT SURVEY CONTROL
 MK0197  ___________________________________________________________________
 MK0197* NAD 83(1986)-  41 56 44.     (N)    096 06 29.     (W)     SCALED    
 MK0197* NAVD 88     -       317.855  (meters)    1042.83   (feet)  ADJUSTED  
 MK0197  ___________________________________________________________________
 MK0197  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 MK0197  DYNAMIC HT  -         317.737 (meters)    1042.44  (feet)  COMP
 MK0197  MODELED GRAV-     980,243.4   (mgal)                       NAVD 88
 MK0197
 MK0197  VERT ORDER  -  SECOND    CLASS 0
 MK0197
 MK0197.The horizontal coordinates were scaled from a topographic map and have
 MK0197.an estimated accuracy of +/- 6 seconds.
 MK0197
 MK0197.The orthometric height was determined by differential leveling
 MK0197.and adjusted by the National Geodetic Survey in June 1991..
 MK0197
 MK0197.The geoid height was determined by GEOID03.
 MK0197
 MK0197.The dynamic height is computed by dividing the NAVD 88
 MK0197.geopotential number by the normal gravity value computed on the
 MK0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0197.degrees latitude (g = 980.6199 gals.).
 MK0197
 MK0197.The modeled gravity was interpolated from observed gravity values.
 MK0197
 MK0197;                    North         East    Units  Estimated Accuracy
 MK0197;SPC IA N     - 1,052,830.    1,283,770.      MT  (+/- 180 meters Scaled)
 MK0197
 MK0197                          SUPERSEDED SURVEY CONTROL
 MK0197
 MK0197  NGVD 29 (??/??/92)  317.718  (m)         1042.38   (f) ADJ UNCH    2 0
 MK0197
 MK0197.Superseded values are not recommended for survey control.
 MK0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0197.See file dsdata.txt to determine how the superseded data were derived.
 MK0197
 MK0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM397477(NAD 83)
 MK0197_MARKER: DB = BENCH MARK DISK
 MK0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0197_STAMPING: S 144 1948
 MK0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0197+STABILITY: SURFACE MOTION
 MK0197
 MK0197  HISTORY     - Date     Condition        Report By
 MK0197  HISTORY     - 1948     MONUMENTED       CGS
 MK0197  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0197  HISTORY     - 1980     GOOD             LOCENG
 MK0197
 MK0197                          STATION DESCRIPTION
 MK0197
 MK0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0197'2.5 MI SW FROM BLENCOE.
 MK0197'0.5 MILE SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION
 MK0197'OF NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.0
 MK0197'MILE WEST ALONG A DIRT ROAD, THENCE 1.5 MILES NORTH ALONG A
 MK0197'DIRT ROAD, 55.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 MK0197'FARMHOUSE, IN LINE WITH THE EXTENDED CENTER LINE OF A WOODS
 MK0197'ROAD LEADING WESTERLY, 16.0 FEET WEST OF THE EXTENDED CENTER
 MK0197'LINE OF THE NORTH-SOUTH ROAD, 4.7 FEET NORTH OF A CORNER FENCE
 MK0197'POST, 1.0 FOOT WEST OF A FENCE, 1.8 FEET SOUTH OF A REFERENCE
 MK0197'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MK0197'ABOVE THE GROUND.
 MK0197
 MK0197                          STATION RECOVERY (1974)
 MK0197
 MK0197'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0197'MARK NOT FOUND.
 MK0197
 MK0197                          STATION RECOVERY (1980)
 MK0197
 MK0197'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 MK0197'1 MILE WEST OF BLENCOE ACROSS I 29 THENCE 2 MILES NORTH OTO T
 MK0197'INTERSECTION, 100' WEST OF NORTH SOUTH ROAD 32' NORTH OF EAST WEST
 MK0197'ROAD 2.6' WEST OF POWER POLE WITH WITNESS SIGN 12.5' WEST OF STEEL
 MK0197'BIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0198 ***********************************************************************
 MK0198  DESIGNATION -  S 144 RESET
 MK0198  PID         -  MK0198
 MK0198  STATE/COUNTY-  IA/MONONA
 MK0198  USGS QUAD   -  BLENCOE (1970)
 MK0198
 MK0198                         *CURRENT SURVEY CONTROL
 MK0198  ___________________________________________________________________
 MK0198* NAD 83(1986)-  41 56 44.     (N)    096 06 30.     (W)     SCALED    
 MK0198* NAVD 88     -       317.99   (meters)    1043.3    (feet)  RESET     
 MK0198  ___________________________________________________________________
 MK0198  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 MK0198
 MK0198  VERT ORDER  -  THIRD
 MK0198
 MK0198.The horizontal coordinates were scaled from a topographic map and have
 MK0198.an estimated accuracy of +/- 6 seconds.
 MK0198
 MK0198.The orthometric height was computed from unverified reset data.
 MK0198
 MK0198.The geoid height was determined by GEOID03.
 MK0198
 MK0198;                    North         East    Units  Estimated Accuracy
 MK0198;SPC IA N     - 1,052,830.    1,283,740.      MT  (+/- 180 meters Scaled)
 MK0198
 MK0198                          SUPERSEDED SURVEY CONTROL
 MK0198
 MK0198.No superseded survey control is available for this station.
 MK0198
 MK0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM396477(NAD 83)
 MK0198_MARKER: DD = SURVEY DISK
 MK0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0198_STAMPING: S 144 RESET
 MK0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0198+STABILITY: SURFACE MOTION
 MK0198
 MK0198  HISTORY     - Date     Condition        Report By
 MK0198  HISTORY     - UNK      MONUMENTED       DOD
 MK0198  HISTORY     - 1967     GOOD             NGS
 MK0198
 MK0198                          STATION DESCRIPTION
 MK0198
 MK0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MK0198'3 MI NW FROM BLENCO.
 MK0198'0.5 MILE SOUTH ALONG STATE HIGHWAY 75 FROM THE JUNCTION OF
 MK0198'STATE HIGHWAY 366 AT BLENCO, THENCE 1 MILE WEST ALONG A DIRT
 MK0198'ROAD, THENCE 1.5 MILE NORTH ALONG A DIRT ROAD, AT AN OLD FARM
 MK0198'HOUSE OWNED BY MR. CHARLES BURGER, 48 FEET EAST OF A 30 INCH
 MK0198'COTTONWOOD TREE, 36 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MK0198'THE OLD FARM HOUSE AND BELIEVED TO BE SET IN THE TOP OF A
 MK0198'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0199 ***********************************************************************
 MK0199  DESIGNATION -  S 145
 MK0199  PID         -  MK0199
 MK0199  STATE/COUNTY-  IA/MONONA
 MK0199  USGS QUAD   -  TEKAMAH NW (1970)
 MK0199
 MK0199                         *CURRENT SURVEY CONTROL
 MK0199  ___________________________________________________________________
 MK0199* NAD 83(1986)-  41 56 33.     (N)    096 07 51.     (W)     SCALED    
 MK0199* NAVD 88     -       315.995  (meters)    1036.73   (feet)  ADJUSTED  
 MK0199  ___________________________________________________________________
 MK0199  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 MK0199  DYNAMIC HT  -         315.879 (meters)    1036.35  (feet)  COMP
 MK0199  MODELED GRAV-     980,244.9   (mgal)                       NAVD 88
 MK0199
 MK0199  VERT ORDER  -  SECOND    CLASS 0
 MK0199
 MK0199.The horizontal coordinates were scaled from a topographic map and have
 MK0199.an estimated accuracy of +/- 6 seconds.
 MK0199
 MK0199.The orthometric height was determined by differential leveling
 MK0199.and adjusted by the National Geodetic Survey in June 1991..
 MK0199
 MK0199.The geoid height was determined by GEOID03.
 MK0199
 MK0199.The dynamic height is computed by dividing the NAVD 88
 MK0199.geopotential number by the normal gravity value computed on the
 MK0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0199.degrees latitude (g = 980.6199 gals.).
 MK0199
 MK0199.The modeled gravity was interpolated from observed gravity values.
 MK0199
 MK0199;                    North         East    Units  Estimated Accuracy
 MK0199;SPC IA N     - 1,052,550.    1,281,870.      MT  (+/- 180 meters Scaled)
 MK0199
 MK0199                          SUPERSEDED SURVEY CONTROL
 MK0199
 MK0199  NGVD 29 (??/??/92)  315.860  (m)         1036.28   (f) ADJ UNCH    2 0
 MK0199
 MK0199.Superseded values are not recommended for survey control.
 MK0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0199.See file dsdata.txt to determine how the superseded data were derived.
 MK0199
 MK0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM378473(NAD 83)
 MK0199_MARKER: DB = BENCH MARK DISK
 MK0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0199_STAMPING: S 145 1948
 MK0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0199+STABILITY: SURFACE MOTION
 MK0199
 MK0199  HISTORY     - Date     Condition        Report By
 MK0199  HISTORY     - 1948     MONUMENTED       CGS
 MK0199  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0199
 MK0199                          STATION DESCRIPTION
 MK0199
 MK0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0199'4.3 MI NW FROM BLENCOE.
 MK0199'0.5 MILE SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF
 MK0199'NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.0 MILE
 MK0199'WEST ALONG A DIRT ROAD, THENCE 1.5 MILES NORTH ALONG A DIRT
 MK0199'ROAD, THENCE 1.3 MILES WESTERLY ALONG A FIELD AND WOODS ROAD,
 MK0199'AT A Y ROAD, 25.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MK0199'NORTHWEST-SOUTHEAST ROAD, 15.0 FEET WEST OF THE CENTER LINE OF
 MK0199'THE NORTH-SOUTH ROAD, 2.0 FEET NORTHEAST OF AN END FENCE POST,
 MK0199'1.4 FEET EAST OF A REFERENCE POST, IN LINE WITH A NORTH-SOUTH
 MK0199'ROW OF WILLOW TREES, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MK0199'0.6 FOOT ABOVE THE GROUND.
 MK0199
 MK0199                          STATION RECOVERY (1974)
 MK0199
 MK0199'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0360 ***********************************************************************
 MJ0360  DESIGNATION -  S 146
 MJ0360  PID         -  MJ0360
 MJ0360  STATE/COUNTY-  IA/SHELBY
 MJ0360  USGS QUAD   -  SHELBY (1978)
 MJ0360
 MJ0360                         *CURRENT SURVEY CONTROL
 MJ0360  ___________________________________________________________________
 MJ0360* NAD 83(1986)-  41 31 15.     (N)    095 23 03.     (W)     SCALED    
 MJ0360* NAVD 88     -       384.464  (meters)    1261.36   (feet)  ADJUSTED  
 MJ0360  ___________________________________________________________________
 MJ0360  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 MJ0360  DYNAMIC HT  -         384.298 (meters)    1260.82  (feet)  COMP
 MJ0360  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 MJ0360
 MJ0360  VERT ORDER  -  FIRST     CLASS II
 MJ0360
 MJ0360.The horizontal coordinates were scaled from a topographic map and have
 MJ0360.an estimated accuracy of +/- 6 seconds.
 MJ0360
 MJ0360.The orthometric height was determined by differential leveling
 MJ0360.and adjusted by the National Geodetic Survey in June 1991..
 MJ0360
 MJ0360.The geoid height was determined by GEOID03.
 MJ0360
 MJ0360.The dynamic height is computed by dividing the NAVD 88
 MJ0360.geopotential number by the normal gravity value computed on the
 MJ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0360.degrees latitude (g = 980.6199 gals.).
 MJ0360
 MJ0360.The modeled gravity was interpolated from observed gravity values.
 MJ0360
 MJ0360;                    North         East    Units  Estimated Accuracy
 MJ0360;SPC IA S     -   170,590.      342,750.      MT  (+/- 180 meters Scaled)
 MJ0360
 MJ0360                          SUPERSEDED SURVEY CONTROL
 MJ0360
 MJ0360  NGVD 29 (??/??/92)  384.350  (m)         1260.99   (f) ADJ UNCH    1 2
 MJ0360
 MJ0360.Superseded values are not recommended for survey control.
 MJ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0360.See file dsdata.txt to determine how the superseded data were derived.
 MJ0360
 MJ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF010993(NAD 83)
 MJ0360_MARKER: DB = BENCH MARK DISK
 MJ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0360_STAMPING: S 146 1949
 MJ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0360+STABILITY: SURFACE MOTION
 MJ0360
 MJ0360  HISTORY     - Date     Condition        Report By
 MJ0360  HISTORY     - 1949     MONUMENTED       CGS
 MJ0360  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0360
 MJ0360                          STATION DESCRIPTION
 MJ0360
 MJ0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0360'4.2 MI NW FROM AVOCA.
 MJ0360'4.2 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0360'RAILWAY FROM THE STATIN AT AVOCA, 4.3 MILES EAST ALONG THE
 MJ0360'RAILROAD FROM THE STATION AT SHELBY, ABOUT 0.15 MILE WEST OF A
 MJ0360'PUBLIC ROAD CROSSING, ON THE EAST SLOPE OF A HILL, 223.0 FEET
 MJ0360'NORTHWEST OF THE INTERSECTION OF THE CENTER LINES OF AN EAST-WEST
 MJ0360'ROAD AND A ROAD LEADING SOUTH, 165.0 FEET NORTH OF THE CENTER
 MJ0360'LINE OF THE EAST-WEST ROAD, 54.0 FEET SOUTH OF THE SOUTH RAIL
 MJ0360'OF THE TRACK, ABOUT 1 1/2 POLES WEST OF MILEPOST NO. 463, 1.4
 MJ0360'FEET NORTH OF A FENCE, 1.2 FEET EAST OF A REFERENCE POST,
 MJ0360'ABOUT LEVEL WITH THE TRACK, SET IN THE TOP OF A CONCRETE POST
 MJ0360'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MJ0360
 MJ0360                          STATION RECOVERY (1975)
 MJ0360
 MJ0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0314 ***********************************************************************
 LF0314  DESIGNATION -  S 147
 LF0314  PID         -  LF0314
 LF0314  STATE/COUNTY-  IA/MILLS
 LF0314  USGS QUAD   -  IMOGENE (1978)
 LF0314
 LF0314                         *CURRENT SURVEY CONTROL
 LF0314  ___________________________________________________________________
 LF0314* NAD 83(1986)-  40 58 15.     (N)    095 29 58.     (W)     SCALED    
 LF0314* NAVD 88     -       350.835  (meters)    1151.03   (feet)  ADJUSTED  
 LF0314  ___________________________________________________________________
 LF0314  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 LF0314  DYNAMIC HT  -         350.672 (meters)    1150.50  (feet)  COMP
 LF0314  MODELED GRAV-     980,150.0   (mgal)                       NAVD 88
 LF0314
 LF0314  VERT ORDER  -  SECOND    CLASS 0
 LF0314
 LF0314.The horizontal coordinates were scaled from a topographic map and have
 LF0314.an estimated accuracy of +/- 6 seconds.
 LF0314
 LF0314.The orthometric height was determined by differential leveling
 LF0314.and adjusted by the National Geodetic Survey in June 1991..
 LF0314
 LF0314.The geoid height was determined by GEOID03.
 LF0314
 LF0314.The dynamic height is computed by dividing the NAVD 88
 LF0314.geopotential number by the normal gravity value computed on the
 LF0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0314.degrees latitude (g = 980.6199 gals.).
 LF0314
 LF0314.The modeled gravity was interpolated from observed gravity values.
 LF0314
 LF0314;                    North         East    Units  Estimated Accuracy
 LF0314;SPC IA S     -   109,740.      331,720.      MT  (+/- 180 meters Scaled)
 LF0314
 LF0314                          SUPERSEDED SURVEY CONTROL
 LF0314
 LF0314  NGVD 29 (??/??/92)  350.747  (m)         1150.74   (f) ADJ UNCH    2 0
 LF0314
 LF0314.Superseded values are not recommended for survey control.
 LF0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0314.See file dsdata.txt to determine how the superseded data were derived.
 LF0314
 LF0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF896385(NAD 83)
 LF0314_MARKER: DB = BENCH MARK DISK
 LF0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0314_STAMPING: S 147 1949
 LF0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0314+STABILITY: SURFACE MOTION
 LF0314
 LF0314  HISTORY     - Date     Condition        Report By
 LF0314  HISTORY     - 1949     MONUMENTED       CGS
 LF0314  HISTORY     - 1955     GOOD             USGS
 LF0314  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0314
 LF0314                          STATION DESCRIPTION
 LF0314
 LF0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0314'1.8 MI N FROM STRAHAN.
 LF0314'1.8 MILES NORTH ALONG COUNTY ROAD U FROM THE STRAHAN CONSOLIDATED
 LF0314'SCHOOL AT STRAHAN, AT THE SUMMIT OF A HILL, ABOUT 500.0 FEET
 LF0314'SOUTH OF A FARMHOUSE ON THE WEST SIDE OF THE ROAD, 32.0 FEET
 LF0314'WEST OF THE CENTER LINE OF THE ROAD, 17.0 FEET SOUTH OF THE
 LF0314'CENTER LINE OF A PRIVATE DRIVE, 48.8 FEET NORTH OF A POWER LINE
 LF0314'POLE, 2.5 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE, 1.3 FEET
 LF0314'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 LF0314'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- USGS REPORTS
 LF0314'OCTOBER 1955 THAT THE POST IS NOW LOCATED APPROXIMATE 50 FEET
 LF0314'WEST OF ITS ORIGINAL LOCATION.  THE POST HAS BEEN RESET BY THE
 LF0314'MILLS COUNTY ENGINEER.
 LF0314
 LF0314                          STATION RECOVERY (1955)
 LF0314
 LF0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LF0314'RECOVERED IN GOOD CONDITION.
 LF0314
 LF0314                          STATION RECOVERY (1976)
 LF0314
 LF0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0496 ***********************************************************************
 MJ0496  DESIGNATION -  S 149
 MJ0496  PID         -  MJ0496
 MJ0496  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0496  USGS QUAD   -  OAKLAND (1963)
 MJ0496
 MJ0496                         *CURRENT SURVEY CONTROL
 MJ0496  ___________________________________________________________________
 MJ0496* NAD 83(1986)-  41 18 10.     (N)    095 24 04.     (W)     SCALED    
 MJ0496* NAVD 88     -       330.207  (meters)    1083.35   (feet)  ADJUSTED  
 MJ0496  ___________________________________________________________________
 MJ0496  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 MJ0496  DYNAMIC HT  -         330.077 (meters)    1082.93  (feet)  COMP
 MJ0496  MODELED GRAV-     980,220.2   (mgal)                       NAVD 88
 MJ0496
 MJ0496  VERT ORDER  -  SECOND    CLASS 0
 MJ0496
 MJ0496.The horizontal coordinates were scaled from a topographic map and have
 MJ0496.an estimated accuracy of +/- 6 seconds.
 MJ0496
 MJ0496.The orthometric height was determined by differential leveling
 MJ0496.and adjusted by the National Geodetic Survey in June 1991..
 MJ0496
 MJ0496.The geoid height was determined by GEOID03.
 MJ0496
 MJ0496.The dynamic height is computed by dividing the NAVD 88
 MJ0496.geopotential number by the normal gravity value computed on the
 MJ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0496.degrees latitude (g = 980.6199 gals.).
 MJ0496
 MJ0496.The modeled gravity was interpolated from observed gravity values.
 MJ0496
 MJ0496;                    North         East    Units  Estimated Accuracy
 MJ0496;SPC IA S     -   146,410.      340,810.      MT  (+/- 180 meters Scaled)
 MJ0496
 MJ0496                          SUPERSEDED SURVEY CONTROL
 MJ0496
 MJ0496  NGVD 29 (??/??/92)  330.126  (m)         1083.09   (f) ADJ UNCH    2 0
 MJ0496
 MJ0496.Superseded values are not recommended for survey control.
 MJ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0496.See file dsdata.txt to determine how the superseded data were derived.
 MJ0496
 MJ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF989751(NAD 83)
 MJ0496_MARKER: DB = BENCH MARK DISK
 MJ0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0496_STAMPING: S 149 1949
 MJ0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0496+STABILITY: SURFACE MOTION
 MJ0496
 MJ0496  HISTORY     - Date     Condition        Report By
 MJ0496  HISTORY     - 1949     MONUMENTED       CGS
 MJ0496
 MJ0496                          STATION DESCRIPTION
 MJ0496
 MJ0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0496'AT OAKLAND.
 MJ0496'AT OAKLAND, 0.5 MILE SOUTH ALONG U.S. HIGHWAY NO. 59 FROM THE
 MJ0496'CITIZENS STATE BANK, 74.0 FEET EAST OF THE CENTER LINE OF THE
 MJ0496'HIGHWAY, 58.0 FEET EAST OF THE CENTER LINE OF THE EAST END OF
 MJ0496'CULVERT NO. 105, 44.5 FEET NORTH OF PAVING STATION NO. 780,
 MJ0496'23.5 FEET NORTH OF THE CENTER LINE OF A GATE, 2.5 FEET WEST OF
 MJ0496'THE EAST RIGHT-OF-WAY FENCE, 2.0 FEET SOUTH OF AN EAST-WEST
 MJ0496'FENCE, 1.6 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 MJ0496'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0017 ***********************************************************************
 NM0017  DESIGNATION -  S 15
 NM0017  PID         -  NM0017
 NM0017  STATE/COUNTY-  IA/PLYMOUTH
 NM0017  USGS QUAD   -  LE MARS (1985)
 NM0017
 NM0017                         *CURRENT SURVEY CONTROL
 NM0017  ___________________________________________________________________
 NM0017* NAD 83(1986)-  42 48 14.     (N)    096 09 42.     (W)     SCALED    
 NM0017* NAVD 88     -       367.353  (meters)    1205.22   (feet)  ADJUSTED  
 NM0017  ___________________________________________________________________
 NM0017  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 NM0017  DYNAMIC HT  -         367.246 (meters)    1204.87  (feet)  COMP
 NM0017  MODELED GRAV-     980,317.5   (mgal)                       NAVD 88
 NM0017
 NM0017  VERT ORDER  -  SECOND    CLASS 0
 NM0017
 NM0017.The horizontal coordinates were scaled from a topographic map and have
 NM0017.an estimated accuracy of +/- 6 seconds.
 NM0017
 NM0017.The orthometric height was determined by differential leveling
 NM0017.and adjusted by the National Geodetic Survey in June 1991..
 NM0017
 NM0017.The geoid height was determined by GEOID03.
 NM0017
 NM0017.The dynamic height is computed by dividing the NAVD 88
 NM0017.geopotential number by the normal gravity value computed on the
 NM0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0017.degrees latitude (g = 980.6199 gals.).
 NM0017
 NM0017.The modeled gravity was interpolated from observed gravity values.
 NM0017
 NM0017;                    North         East    Units  Estimated Accuracy
 NM0017;SPC IA N     - 1,148,260.    1,282,320.      MT  (+/- 180 meters Scaled)
 NM0017
 NM0017                          SUPERSEDED SURVEY CONTROL
 NM0017
 NM0017  NGVD 29 (??/??/92)  367.162  (m)         1204.60   (f) ADJ UNCH    2 0
 NM0017
 NM0017.Superseded values are not recommended for survey control.
 NM0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0017.See file dsdata.txt to determine how the superseded data were derived.
 NM0017
 NM0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN320429(NAD 83)
 NM0017_MARKER: DB = BENCH MARK DISK
 NM0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0017_STAMPING: S 15 1934
 NM0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0017+STABILITY: SURFACE MOTION
 NM0017
 NM0017  HISTORY     - Date     Condition        Report By
 NM0017  HISTORY     - 1934     MONUMENTED       CGS
 NM0017
 NM0017                          STATION DESCRIPTION
 NM0017
 NM0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0017'0.8 MI N FROM LE MARS.
 NM0017'0.8 MILE NORTH ALONG THE SOO LINE RAILROAD, FORMERLY (C.STP.M AND
 NM0017'O RY) FROM THE STATION AT LE MARS, OPPOSITE MILEPOST 243, 142
 NM0017'YARDS NORTH OF A WOODEN TRESTLE, 53.5 FEET EAST OF THE EAST
 NM0017'RAIL, AND 6 FEET SOUTHEAST OF A FENCE CORNER.  A STANDARD DISK,
 NM0017'STAMPED S 15 1934 AND SET IN THE TOP OF A CONCRETE POST
 NM0017'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0954 ***********************************************************************
 MJ0954  DESIGNATION -  S 150
 MJ0954  PID         -  MJ0954
 MJ0954  STATE/COUNTY-  IA/SHELBY
 MJ0954  USGS QUAD   -  PORTSMOUTH (1978)
 MJ0954
 MJ0954                         *CURRENT SURVEY CONTROL
 MJ0954  ___________________________________________________________________
 MJ0954* NAD 83(1986)-  41 38 32.     (N)    095 31 15.     (W)     SCALED    
 MJ0954* NAVD 88     -       362.113  (meters)    1188.03   (feet)  ADJUSTED  
 MJ0954  ___________________________________________________________________
 MJ0954  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 MJ0954  DYNAMIC HT  -         361.941 (meters)    1187.47  (feet)  COMP
 MJ0954  MODELED GRAV-     980,138.9   (mgal)                       NAVD 88
 MJ0954
 MJ0954  VERT ORDER  -  SECOND    CLASS 0
 MJ0954
 MJ0954.The horizontal coordinates were scaled from a topographic map and have
 MJ0954.an estimated accuracy of +/- 6 seconds.
 MJ0954
 MJ0954.The orthometric height was determined by differential leveling
 MJ0954.and adjusted by the National Geodetic Survey in June 1991..
 MJ0954
 MJ0954.The geoid height was determined by GEOID03.
 MJ0954
 MJ0954.The dynamic height is computed by dividing the NAVD 88
 MJ0954.geopotential number by the normal gravity value computed on the
 MJ0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0954.degrees latitude (g = 980.6199 gals.).
 MJ0954
 MJ0954.The modeled gravity was interpolated from observed gravity values.
 MJ0954
 MJ0954;                    North         East    Units  Estimated Accuracy
 MJ0954;SPC IA S     -   184,330.      331,660.      MT  (+/- 180 meters Scaled)
 MJ0954
 MJ0954                          SUPERSEDED SURVEY CONTROL
 MJ0954
 MJ0954  NGVD 29 (??/??/92)  361.988  (m)         1187.62   (f) ADJ UNCH    2 0
 MJ0954
 MJ0954.Superseded values are not recommended for survey control.
 MJ0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0954.See file dsdata.txt to determine how the superseded data were derived.
 MJ0954
 MJ0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG900131(NAD 83)
 MJ0954_MARKER: DB = BENCH MARK DISK
 MJ0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0954_STAMPING: S 150 1949
 MJ0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0954+STABILITY: SURFACE MOTION
 MJ0954
 MJ0954  HISTORY     - Date     Condition        Report By
 MJ0954  HISTORY     - 1949     MONUMENTED       CGS
 MJ0954  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0954
 MJ0954                          STATION DESCRIPTION
 MJ0954
 MJ0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0954'0.4 MI SW FROM PORTSMOUTH.
 MJ0954'0.4 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0954'PACIFIC RAILROAD FROM THE STATION AT PORTSMOUTH, BETWEEN THE
 MJ0954'RAILROAD AND STATE HIGHWAY NO. 191, 101.6 FEET WEST OF THE 13TH.
 MJ0954'POLE NORTHEAST OF MILEPOST NO. 448, 47.8 FEET NORTHWEST OF THE
 MJ0954'NORTHWEST RAIL OF THE TRACK, 40.0 FEET SOUTHEAST OF THE CENTER
 MJ0954'LINE OF THE HIGHWAY, 2.7 FEET NORTH OF A POWER LINE POLE, 1.3
 MJ0954'FEET SOUTHWEST OF A REFERENCE POST, ABOUT 4.0 FEET BELOW TRACK
 MJ0954'LEVEL, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MJ0954'ABOVE THE GROUND.
 MJ0954
 MJ0954                          STATION RECOVERY (1975)
 MJ0954
 MJ0954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0300 ***********************************************************************
 MJ0300  DESIGNATION -  S 151
 MJ0300  PID         -  MJ0300
 MJ0300  STATE/COUNTY-  IA/CRAWFORD
 MJ0300  USGS QUAD   -  MANILLA (1978)
 MJ0300
 MJ0300                         *CURRENT SURVEY CONTROL
 MJ0300  ___________________________________________________________________
 MJ0300* NAD 83(1986)-  41 52 56.     (N)    095 07 53.     (W)     SCALED    
 MJ0300* NAVD 88     -       432.925  (meters)    1420.35   (feet)  ADJUSTED  
 MJ0300  ___________________________________________________________________
 MJ0300  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 MJ0300  DYNAMIC HT  -         432.724 (meters)    1419.70  (feet)  COMP
 MJ0300  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 MJ0300
 MJ0300  VERT ORDER  -  SECOND    CLASS 0
 MJ0300
 MJ0300.The horizontal coordinates were scaled from a topographic map and have
 MJ0300.an estimated accuracy of +/- 6 seconds.
 MJ0300
 MJ0300.The orthometric height was determined by differential leveling
 MJ0300.and adjusted by the National Geodetic Survey in June 1991..
 MJ0300
 MJ0300.The geoid height was determined by GEOID03.
 MJ0300
 MJ0300.The dynamic height is computed by dividing the NAVD 88
 MJ0300.geopotential number by the normal gravity value computed on the
 MJ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0300.degrees latitude (g = 980.6199 gals.).
 MJ0300
 MJ0300.The modeled gravity was interpolated from observed gravity values.
 MJ0300
 MJ0300;                    North         East    Units  Estimated Accuracy
 MJ0300;SPC IA N     - 1,043,760.    1,364,590.      MT  (+/- 180 meters Scaled)
 MJ0300
 MJ0300                          SUPERSEDED SURVEY CONTROL
 MJ0300
 MJ0300  NGVD 29 (??/??/92)  432.787  (m)         1419.90   (f) ADJ UNCH    2 0
 MJ0300
 MJ0300.Superseded values are not recommended for survey control.
 MJ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0300.See file dsdata.txt to determine how the superseded data were derived.
 MJ0300
 MJ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG231388(NAD 83)
 MJ0300_MARKER: DB = BENCH MARK DISK
 MJ0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0300_STAMPING: S 151 1949
 MJ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0300+STABILITY: SURFACE MOTION
 MJ0300
 MJ0300  HISTORY     - Date     Condition        Report By
 MJ0300  HISTORY     - 1949     MONUMENTED       CGS
 MJ0300  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0300
 MJ0300                          STATION DESCRIPTION
 MJ0300
 MJ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0300'2.3 MI SE FROM ASPINWALL.
 MJ0300'0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0300'RAILROAD FROM THE STATION AT ASPINWALL, THENCE 2.1 MILES SOUTH
 MJ0300'ALONG A SECTION LINE ROAD, 0.3 MILE NORTH OF AN EAST-WEST SECTION
 MJ0300'LINE ROAD CROSSING, ON THE SOUTH SLOPE OF A HILL, ABOUT 200.0
 MJ0300'FEET NORTH OF A CONCRETE PIPE CULVERT, 35.0 FEET EAST OF THE
 MJ0300'CENTER LINE OF THE ROAD, 57.4 FEET NORTH OF A CORNER FENCE POST,
 MJ0300'0.9 FOOT WEST OF A FENCE, 2.9 FEET NORTHEAST OF A TELEPHONE
 MJ0300'POLE, 1.8 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 MJ0300'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MJ0300
 MJ0300                          STATION RECOVERY (1975)
 MJ0300
 MJ0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0361 ***********************************************************************
 NM0361  DESIGNATION -  S 152
 NM0361  PID         -  NM0361
 NM0361  STATE/COUNTY-  IA/WOODBURY
 NM0361  USGS QUAD   -  LUTON (1964)
 NM0361
 NM0361                         *CURRENT SURVEY CONTROL
 NM0361  ___________________________________________________________________
 NM0361* NAD 83(1986)-  42 16 14.     (N)    096 07 35.     (W)     SCALED    
 NM0361* NAVD 88     -       325.396  (meters)    1067.57   (feet)  ADJUSTED  
 NM0361  ___________________________________________________________________
 NM0361  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 NM0361  DYNAMIC HT  -         325.287 (meters)    1067.21  (feet)  COMP
 NM0361  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 NM0361
 NM0361  VERT ORDER  -  SECOND    CLASS 0
 NM0361
 NM0361.The horizontal coordinates were scaled from a topographic map and have
 NM0361.an estimated accuracy of +/- 6 seconds.
 NM0361
 NM0361.The orthometric height was determined by differential leveling
 NM0361.and adjusted by the National Geodetic Survey in June 1991..
 NM0361
 NM0361.The geoid height was determined by GEOID03.
 NM0361
 NM0361.The dynamic height is computed by dividing the NAVD 88
 NM0361.geopotential number by the normal gravity value computed on the
 NM0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0361.degrees latitude (g = 980.6199 gals.).
 NM0361
 NM0361.The modeled gravity was interpolated from observed gravity values.
 NM0361
 NM0361;                    North         East    Units  Estimated Accuracy
 NM0361;SPC IA N     - 1,088,960.    1,283,370.      MT  (+/- 180 meters Scaled)
 NM0361
 NM0361                          SUPERSEDED SURVEY CONTROL
 NM0361
 NM0361  NGVD 29 (??/??/92)  325.243  (m)         1067.07   (f) ADJ UNCH    2 0
 NM0361
 NM0361.Superseded values are not recommended for survey control.
 NM0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0361.See file dsdata.txt to determine how the superseded data were derived.
 NM0361
 NM0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM369838(NAD 83)
 NM0361_MARKER: DB = BENCH MARK DISK
 NM0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0361_STAMPING: S 152 1949
 NM0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0361+STABILITY: SURFACE MOTION
 NM0361
 NM0361  HISTORY     - Date     Condition        Report By
 NM0361  HISTORY     - 1949     MONUMENTED       CGS
 NM0361
 NM0361                          STATION DESCRIPTION
 NM0361
 NM0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0361'2.4 MI NW FROM HOLLY SPRINGS.
 NM0361'0.2 MILE NORTHWEST ALONG STATE HIGHWAY 141 FROM THE CONSOLIDATED
 NM0361'SCHOOL AT HOLLY SPRINGS, THENCE 2.25 MILES WEST ALONG A GRAVELED
 NM0361'ROAD, AT A VACANT FARMHOUSE, 72 FEET SOUTH OF THE CENTER LINE OF
 NM0361'AN EAST-WEST ROAD, 12 FEET EAST OF THE CENTER LINE OF A PRIVATE
 NM0361'DRIVEWAY, 1.7 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE,
 NM0361'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.4
 NM0361'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0391 ***********************************************************************
 NL0391  DESIGNATION -  S 153
 NL0391  PID         -  NL0391
 NL0391  STATE/COUNTY-  IA/MONONA
 NL0391  USGS QUAD   -  SMITHLAND (1969)
 NL0391
 NL0391                         *CURRENT SURVEY CONTROL
 NL0391  ___________________________________________________________________
 NL0391* NAD 83(1986)-  42 09 34.     (N)    096 00 00.     (W)     SCALED    
 NL0391* NAVD 88     -       330.474  (meters)    1084.23   (feet)  ADJUSTED  
 NL0391  ___________________________________________________________________
 NL0391  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 NL0391  DYNAMIC HT  -         330.355 (meters)    1083.84  (feet)  COMP
 NL0391  MODELED GRAV-     980,253.4   (mgal)                       NAVD 88
 NL0391
 NL0391  VERT ORDER  -  SECOND    CLASS 0
 NL0391
 NL0391.The horizontal coordinates were scaled from a topographic map and have
 NL0391.an estimated accuracy of +/- 6 seconds.
 NL0391
 NL0391.The orthometric height was determined by differential leveling
 NL0391.and adjusted by the National Geodetic Survey in June 1991..
 NL0391
 NL0391.The geoid height was determined by GEOID03.
 NL0391
 NL0391.The dynamic height is computed by dividing the NAVD 88
 NL0391.geopotential number by the normal gravity value computed on the
 NL0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0391.degrees latitude (g = 980.6199 gals.).
 NL0391
 NL0391.The modeled gravity was interpolated from observed gravity values.
 NL0391
 NL0391;                    North         East    Units  Estimated Accuracy
 NL0391;SPC IA N     - 1,076,300.    1,293,420.      MT  (+/- 180 meters Scaled)
 NL0391
 NL0391                          SUPERSEDED SURVEY CONTROL
 NL0391
 NL0391  NGVD 29 (??/??/92)  330.328  (m)         1083.75   (f) ADJ UNCH    2 0
 NL0391
 NL0391.Superseded values are not recommended for survey control.
 NL0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0391.See file dsdata.txt to determine how the superseded data were derived.
 NL0391
 NL0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM478718(NAD 83)
 NL0391_MARKER: DB = BENCH MARK DISK
 NL0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0391_STAMPING: S 153 1949
 NL0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0391+STABILITY: SURFACE MOTION
 NL0391
 NL0391  HISTORY     - Date     Condition        Report By
 NL0391  HISTORY     - 1949     MONUMENTED       CGS
 NL0391
 NL0391                          STATION DESCRIPTION
 NL0391
 NL0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0391'4.1 MI SW FROM RODNEY.
 NL0391'4.1 MILES SOUTHWEST ALONG COUNTY ROAD A FROM THE ELEMENTARY
 NL0391'SCHOOL AT RODNEY, AT HELENS GROCERY AND FILLING STATION AT
 NL0391'GRANT CENTER, 46 FEET WEST OF THE CENTER LINE OF THE ROAD, 21.5
 NL0391'FEET NORTH OF THE NORTHEAST CORNER OF THE GROCERY BUILDING,
 NL0391'6.3 FEET WEST OF A 12-INCH COTTONWOOD TREE, 1.0 FOOT SOUTH
 NL0391'OF A FENCE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NL0391'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0148 ***********************************************************************
 OQ0148  DESIGNATION -  S 154
 OQ0148  PID         -  OQ0148
 OQ0148  STATE/COUNTY-  IA/SIOUX
 OQ0148  USGS QUAD   -  HAWARDEN NORTH (1968)
 OQ0148
 OQ0148                         *CURRENT SURVEY CONTROL
 OQ0148  ___________________________________________________________________
 OQ0148* NAD 83(1986)-  43 00 34.     (N)    096 29 19.     (W)     SCALED    
 OQ0148* NAVD 88     -       358.801  (meters)    1177.17   (feet)  ADJUSTED  
 OQ0148  ___________________________________________________________________
 OQ0148  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 OQ0148  DYNAMIC HT  -         358.704 (meters)    1176.85  (feet)  COMP
 OQ0148  MODELED GRAV-     980,338.8   (mgal)                       NAVD 88
 OQ0148
 OQ0148  VERT ORDER  -  FIRST     CLASS II
 OQ0148
 OQ0148.The horizontal coordinates were scaled from a topographic map and have
 OQ0148.an estimated accuracy of +/- 6 seconds.
 OQ0148
 OQ0148.The orthometric height was determined by differential leveling
 OQ0148.and adjusted by the National Geodetic Survey in June 1991..
 OQ0148
 OQ0148.The geoid height was determined by GEOID03.
 OQ0148
 OQ0148.The dynamic height is computed by dividing the NAVD 88
 OQ0148.geopotential number by the normal gravity value computed on the
 OQ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0148.degrees latitude (g = 980.6199 gals.).
 OQ0148
 OQ0148.The modeled gravity was interpolated from observed gravity values.
 OQ0148
 OQ0148;                    North         East    Units  Estimated Accuracy
 OQ0148;SPC IA N     - 1,171,970.    1,256,400.      MT  (+/- 180 meters Scaled)
 OQ0148
 OQ0148                          SUPERSEDED SURVEY CONTROL
 OQ0148
 OQ0148  NGVD 29 (??/??/92)  358.593  (m)         1176.48   (f) ADJ UNCH    1 2
 OQ0148
 OQ0148.Superseded values are not recommended for survey control.
 OQ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0148.See file dsdata.txt to determine how the superseded data were derived.
 OQ0148
 OQ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN046649(NAD 83)
 OQ0148_MARKER: DB = BENCH MARK DISK
 OQ0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0148_STAMPING: S 154 1949
 OQ0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0148+STABILITY: SURFACE MOTION
 OQ0148
 OQ0148  HISTORY     - Date     Condition        Report By
 OQ0148  HISTORY     - 1949     MONUMENTED       CGS
 OQ0148
 OQ0148                          STATION DESCRIPTION
 OQ0148
 OQ0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0148'1 MI N FROM HAWARDEN.
 OQ0148'1.0 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0148'PACIFIC RAILROAD FROM THE STATION AT HAWARDEN, 101.0 FEET NORTH
 OQ0148'OF THE CENTER LINE OF 21ST STREET, 57.0 FEET SOUTHWEST OF A
 OQ0148'SWITCH BLOCK TO A SIDE TRACK, 37.0 FEET WEST OF THE WEST RAIL OF
 OQ0148'THE MAIN TRACK, 35.4 FEET WEST OF THE WEST RAIL OF THE SIDE
 OQ0148'TRACK, 1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 OQ0148'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0430 ***********************************************************************
 MH0430  DESIGNATION -  S 155
 MH0430  PID         -  MH0430
 MH0430  STATE/COUNTY-  IA/POLK
 MH0430  USGS QUAD   -  COMMERCE (1976)
 MH0430
 MH0430                         *CURRENT SURVEY CONTROL
 MH0430  ___________________________________________________________________
 MH0430* NAD 83(1986)-  41 32 20.     (N)    093 47 13.     (W)     SCALED    
 MH0430* NAVD 88     -       254.138  (meters)     833.78   (feet)  ADJUSTED  
 MH0430  ___________________________________________________________________
 MH0430  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 MH0430  DYNAMIC HT  -         254.028 (meters)     833.42  (feet)  COMP
 MH0430  MODELED GRAV-     980,185.3   (mgal)                       NAVD 88
 MH0430
 MH0430  VERT ORDER  -  FIRST     CLASS II
 MH0430
 MH0430.The horizontal coordinates were scaled from a topographic map and have
 MH0430.an estimated accuracy of +/- 6 seconds.
 MH0430
 MH0430.The orthometric height was determined by differential leveling
 MH0430.and adjusted by the National Geodetic Survey in June 1991..
 MH0430
 MH0430.The geoid height was determined by GEOID03.
 MH0430
 MH0430.The dynamic height is computed by dividing the NAVD 88
 MH0430.geopotential number by the normal gravity value computed on the
 MH0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0430.degrees latitude (g = 980.6199 gals.).
 MH0430
 MH0430.The modeled gravity was interpolated from observed gravity values.
 MH0430
 MH0430;                    North         East    Units  Estimated Accuracy
 MH0430;SPC IA S     -   170,930.      476,060.      MT  (+/- 180 meters Scaled)
 MH0430
 MH0430                          SUPERSEDED SURVEY CONTROL
 MH0430
 MH0430  NGVD 29 (??/??/92)  254.086  (m)          833.61   (f) ADJ UNCH    1 2
 MH0430
 MH0430.Superseded values are not recommended for survey control.
 MH0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0430.See file dsdata.txt to determine how the superseded data were derived.
 MH0430
 MH0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF343988(NAD 83)
 MH0430_MARKER: DB = BENCH MARK DISK
 MH0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0430_SP_SET: PIERS
 MH0430_STAMPING: S 155 1950
 MH0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0430
 MH0430  HISTORY     - Date     Condition        Report By
 MH0430  HISTORY     - 1950     MONUMENTED       CGS
 MH0430  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0430
 MH0430                          STATION DESCRIPTION
 MH0430
 MH0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0430'1.3 MI W FROM COMMERCE.
 MH0430'1.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0430'RAILROAD FROM THE STATION SIGN AT COMMERCE, 21.5 FEET NORTH OF THE
 MH0430'NORTH RAIL, 2.1 FEET ABOVE THE GROUND, AT THE OVERPASS OF STATE
 MH0430'HIGHWAY 90, SET VERTICALLY IN THE SOUTH FACE OF MOST SOUTHEASTERLY
 MH0430'ON OF 4 CONCRETE PIERS ON THE NORTH SIDE OF THE TRACK.
 MH0430
 MH0430                          STATION RECOVERY (1995)
 MH0430
 MH0430'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0807 ***********************************************************************
 MH0807  DESIGNATION -  S 155 RESET
 MH0807  PID         -  MH0807
 MH0807  STATE/COUNTY-  IA/POLK
 MH0807  USGS QUAD   -  COMMERCE (1976)
 MH0807
 MH0807                         *CURRENT SURVEY CONTROL
 MH0807  ___________________________________________________________________
 MH0807* NAD 83(1986)-  41 32 20.     (N)    093 47 13.     (W)     SCALED    
 MH0807* NAVD 88     -       256.66   (meters)     842.1    (feet)  RESET     
 MH0807  ___________________________________________________________________
 MH0807  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 MH0807
 MH0807  VERT ORDER  -  THIRD
 MH0807
 MH0807.The horizontal coordinates were scaled from a topographic map and have
 MH0807.an estimated accuracy of +/- 6 seconds.
 MH0807
 MH0807.The orthometric height was computed from unverified reset data.
 MH0807
 MH0807.The geoid height was determined by GEOID03.
 MH0807
 MH0807;                    North         East    Units  Estimated Accuracy
 MH0807;SPC IA S     -   170,930.      476,060.      MT  (+/- 180 meters Scaled)
 MH0807
 MH0807                          SUPERSEDED SURVEY CONTROL
 MH0807
 MH0807  NGVD 29 (05/12/04)  256.61   (m)          841.9    (f) RESET       3  
 MH0807
 MH0807.Superseded values are not recommended for survey control.
 MH0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0807.See file dsdata.txt to determine how the superseded data were derived.
 MH0807
 MH0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF343988(NAD 83)
 MH0807_MARKER: DV = VERTICAL CONTROL DISK
 MH0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0807_SP_SET: CONCRETE POST
 MH0807_STAMPING: S 155 RESET 1988
 MH0807_MARK LOGO: NGS   
 MH0807_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0807+STABILITY: SURFACE MOTION
 MH0807
 MH0807  HISTORY     - Date     Condition        Report By
 MH0807  HISTORY     - 1988     MONUMENTED       IAHD
 MH0807  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0807
 MH0807                          STATION DESCRIPTION
 MH0807
 MH0807'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1988
 MH0807'1.3 MILES (2.1 KM) WEST ALONG CHICAGO, ROCK ISLAND, AND PACIFIC
 MH0807'RAILROAD FROM STATION SIGN AT COMMERCE, 40 FEET (12.2 M) LEFT OF
 MH0807'STATION 1286+90 WEST BOUND LANE F-90, 426 FEET (129.8 M) LEFT OF
 MH0807'STATION 150+50, CENTERLINE OF MEDIAN INTERSTATE 35, PIER 2 ON DUAL
 MH0807'BRIDGES AT STATION 150+50.
 MH0807
 MH0807                          STATION RECOVERY (1995)
 MH0807
 MH0807'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0945 ***********************************************************************
 LF0945  DESIGNATION -  S 156
 LF0945  PID         -  LF0945
 LF0945  STATE/COUNTY-  IA/FREMONT
 LF0945  USGS QUAD   -  RANDOLPH (1957)
 LF0945
 LF0945                         *CURRENT SURVEY CONTROL
 LF0945  ___________________________________________________________________
 LF0945* NAD 83(1986)-  40 47 10.     (N)    095 30 54.     (W)     SCALED    
 LF0945* NAVD 88     -       312.981  (meters)    1026.84   (feet)  ADJUSTED  
 LF0945  ___________________________________________________________________
 LF0945  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LF0945  DYNAMIC HT  -         312.815 (meters)    1026.29  (feet)  COMP
 LF0945  MODELED GRAV-     980,086.5   (mgal)                       NAVD 88
 LF0945
 LF0945  VERT ORDER  -  SECOND    CLASS 0
 LF0945
 LF0945.The horizontal coordinates were scaled from a topographic map and have
 LF0945.an estimated accuracy of +/- 6 seconds.
 LF0945
 LF0945.The orthometric height was determined by differential leveling
 LF0945.and adjusted by the National Geodetic Survey in June 1991..
 LF0945
 LF0945.The geoid height was determined by GEOID03.
 LF0945
 LF0945.The dynamic height is computed by dividing the NAVD 88
 LF0945.geopotential number by the normal gravity value computed on the
 LF0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0945.degrees latitude (g = 980.6199 gals.).
 LF0945
 LF0945.The modeled gravity was interpolated from observed gravity values.
 LF0945
 LF0945;                    North         East    Units  Estimated Accuracy
 LF0945;SPC IA S     -    89,270.      329,940.      MT  (+/- 180 meters Scaled)
 LF0945
 LF0945                          SUPERSEDED SURVEY CONTROL
 LF0945
 LF0945  NGVD 29 (??/??/92)  312.871  (m)         1026.48   (f) ADJ UNCH    2 0
 LF0945
 LF0945.Superseded values are not recommended for survey control.
 LF0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0945.See file dsdata.txt to determine how the superseded data were derived.
 LF0945
 LF0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF877180(NAD 83)
 LF0945_MARKER: DB = BENCH MARK DISK
 LF0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0945_STAMPING: S 156 1949
 LF0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0945+STABILITY: SURFACE MOTION
 LF0945
 LF0945  HISTORY     - Date     Condition        Report By
 LF0945  HISTORY     - 1949     MONUMENTED       CGS
 LF0945
 LF0945                          STATION DESCRIPTION
 LF0945
 LF0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0945'7.9 MI W FROM SHENANDOAH.
 LF0945'3.0 MILES WEST ALONG STATE HIGHWAY 2 FROM ITS INTERSECTION WITH
 LF0945'U.S. HIGHWAY 59 AND STATE HIGHWAY 48 AT SHENANDOAH, THENCE 1.0
 LF0945'MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 3.9 MILES WEST ALONG
 LF0945'A GRADED DIRT ROAD, ON TOP OF A HILL, 71.0 FEET SOUTHWEST OF THE
 LF0945'SOUTHWEST CORNER OF A LARGE RED BRICK FARMHOUSE, 39 FEET NORTH OF
 LF0945'THE CENTER LINE OF THE EAST AND WEST ROAD, 16 FEET WEST OF THE
 LF0945'CENTER LINE OF A DRIVEWAY LEADING TO THE FARMHOUSE, 7.0 FEET SOUTHEAST
 LF0945'OF A 12 INCH SPRUCE TREE, THIS TREE IS THE MOST SOUTHERLY ONE OF A
 LF0945'ROW OF TREES, 2.0 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 LF0945'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0915 ***********************************************************************
 LF0915  DESIGNATION -  S 157
 LF0915  PID         -  LF0915
 LF0915  STATE/COUNTY-  IA/FREMONT
 LF0915  USGS QUAD   -  RANDOLPH (1957)
 LF0915
 LF0915                         *CURRENT SURVEY CONTROL
 LF0915  ___________________________________________________________________
 LF0915* NAD 83(1986)-  40 47 57.     (N)    095 33 23.     (W)     SCALED    
 LF0915* NAVD 88     -       287.024  (meters)     941.68   (feet)  ADJUSTED  
 LF0915  ___________________________________________________________________
 LF0915  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LF0915  DYNAMIC HT  -         286.873 (meters)     941.18  (feet)  COMP
 LF0915  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 LF0915
 LF0915  VERT ORDER  -  SECOND    CLASS 0
 LF0915
 LF0915.The horizontal coordinates were scaled from a topographic map and have
 LF0915.an estimated accuracy of +/- 6 seconds.
 LF0915
 LF0915.The orthometric height was determined by differential leveling
 LF0915.and adjusted by the National Geodetic Survey in June 1991..
 LF0915
 LF0915.The geoid height was determined by GEOID03.
 LF0915
 LF0915.The dynamic height is computed by dividing the NAVD 88
 LF0915.geopotential number by the normal gravity value computed on the
 LF0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0915.degrees latitude (g = 980.6199 gals.).
 LF0915
 LF0915.The modeled gravity was interpolated from observed gravity values.
 LF0915
 LF0915;                    North         East    Units  Estimated Accuracy
 LF0915;SPC IA S     -    90,800.      326,480.      MT  (+/- 180 meters Scaled)
 LF0915
 LF0915                          SUPERSEDED SURVEY CONTROL
 LF0915
 LF0915  NGVD 29 (??/??/92)  286.917  (m)          941.33   (f) ADJ UNCH    2 0
 LF0915
 LF0915.Superseded values are not recommended for survey control.
 LF0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0915.See file dsdata.txt to determine how the superseded data were derived.
 LF0915
 LF0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF843196(NAD 83)
 LF0915_MARKER: DB = BENCH MARK DISK
 LF0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0915_STAMPING: S 157 1949
 LF0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0915+STABILITY: SURFACE MOTION
 LF0915
 LF0915  HISTORY     - Date     Condition        Report By
 LF0915  HISTORY     - 1949     MONUMENTED       CGS
 LF0915  HISTORY     - 1968     MARK NOT FOUND   NGS
 LF0915
 LF0915                          STATION DESCRIPTION
 LF0915
 LF0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0915'5.2 MI S FROM RANDOLPH.
 LF0915'0.2 MILE EAST ALONG STATE HIGHWAY 184 FROM THE SCHOOLHOUSE AT
 LF0915'RANDOLPH, THENCE 5.0 MILES SOUTH ALONG AN OILED ROAD, 0.3
 LF0915'MILE NORTH OF WALNUT CREEK, 176 FEET EAST OF THE CENTER LINE
 LF0915'OF THE NORTH AND SOUTH ROAD, 41 FEET NORTH OF THE CENTER LINE OF
 LF0915'A PRIVATE DRIVEWAY, SET MIDWAY BETWEEN TWO 36 INCH MAPLE TREES,
 LF0915'2.0 FEET SOUTH OF A FENCE, 2.0 FEET WEST OF A WITNESS POST,
 LF0915'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 LF0915'ABOVE THE GROUND.
 LF0915
 LF0915                          STATION RECOVERY (1968)
 LF0915
 LF0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LF0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0416 ***********************************************************************
 NL0416  DESIGNATION -  S 158
 NL0416  PID         -  NL0416
 NL0416  STATE/COUNTY-  IA/MONONA
 NL0416  USGS QUAD   -  CASTANA (1982)
 NL0416
 NL0416                         *CURRENT SURVEY CONTROL
 NL0416  ___________________________________________________________________
 NL0416* NAD 83(1986)-  42 03 24.     (N)    095 54 59.     (W)     SCALED    
 NL0416* NAVD 88     -       323.990  (meters)    1062.96   (feet)  ADJUSTED  
 NL0416  ___________________________________________________________________
 NL0416  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 NL0416  DYNAMIC HT  -         323.868 (meters)    1062.56  (feet)  COMP
 NL0416  MODELED GRAV-     980,235.8   (mgal)                       NAVD 88
 NL0416
 NL0416  VERT ORDER  -  SECOND    CLASS 0
 NL0416
 NL0416.The horizontal coordinates were scaled from a topographic map and have
 NL0416.an estimated accuracy of +/- 6 seconds.
 NL0416
 NL0416.The orthometric height was determined by differential leveling
 NL0416.and adjusted by the National Geodetic Survey in June 1991..
 NL0416
 NL0416.The geoid height was determined by GEOID03.
 NL0416
 NL0416.The dynamic height is computed by dividing the NAVD 88
 NL0416.geopotential number by the normal gravity value computed on the
 NL0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0416.degrees latitude (g = 980.6199 gals.).
 NL0416
 NL0416.The modeled gravity was interpolated from observed gravity values.
 NL0416
 NL0416;                    North         East    Units  Estimated Accuracy
 NL0416;SPC IA N     - 1,064,690.    1,300,010.      MT  (+/- 180 meters Scaled)
 NL0416
 NL0416                          SUPERSEDED SURVEY CONTROL
 NL0416
 NL0416  NGVD 29 (??/??/92)  323.843  (m)         1062.47   (f) ADJ UNCH    2 0
 NL0416
 NL0416.Superseded values are not recommended for survey control.
 NL0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0416.See file dsdata.txt to determine how the superseded data were derived.
 NL0416
 NL0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG586601(NAD 83)
 NL0416_MARKER: DB = BENCH MARK DISK
 NL0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0416_SP_SET: CULVERT
 NL0416_STAMPING: S 158 1949
 NL0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0416
 NL0416  HISTORY     - Date     Condition        Report By
 NL0416  HISTORY     - 1949     MONUMENTED       CGS
 NL0416  HISTORY     - 1973     GOOD             NGS
 NL0416  HISTORY     - 1981     GOOD             LOCENG
 NL0416
 NL0416                          STATION DESCRIPTION
 NL0416
 NL0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NL0416'1.2 MI S FROM CASTANA.
 NL0416'1.25 MILES SOUTH FROM THE CENTER OF CASTANA ALONG STATE HIGHWAY
 NL0416'175 TO A CONCRETE BOX CULVERT AND LEVEE ROAD AND THE BENCH MARK
 NL0416'ON THE RIGHT, 105 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NL0416'CONCRETE CULVERT 13 FEET SOUTH OF THE CENTER OF THE SOUTH LEVEE
 NL0416'ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.
 NL0416
 NL0416                          STATION RECOVERY (1981)
 NL0416
 NL0416'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 NL0416'1.2 MILES SOUTH ALONG. STATE HIGHWAY 175 FROM THE GRAIN ELEVATOR AT
 NL0416'CASTANA, 138 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 NL0416'SOUTH OF THE CCENTER LINE OF THE SOUTH DITCH DIKE, 106 FEET SOUTH
 NL0416'WEST OF THE SOUTH WEST CORNER OF HEADWALL OF TWIN CONCRETE BOX UNDER
 NL0416'STATE HIGHWAY 175, 1.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 NL0416'A OF HEADWALL OF TWIN CONCRETE BOX UNDER STATE HIGHWAY 175, 1.2 FEET
 NL0416'EAST OF A WITNESS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0331 ***********************************************************************
 NM0331  DESIGNATION -  S 159
 NM0331  PID         -  NM0331
 NM0331  STATE/COUNTY-  IA/MONONA
 NM0331  USGS QUAD   -  ONAWA (1969)
 NM0331
 NM0331                         *CURRENT SURVEY CONTROL
 NM0331  ___________________________________________________________________
 NM0331* NAD 83(1986)-  42 03 40.     (N)    096 01 13.     (W)     SCALED    
 NM0331* NAVD 88     -       319.113  (meters)    1046.96   (feet)  ADJUSTED  
 NM0331  ___________________________________________________________________
 NM0331  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 NM0331  DYNAMIC HT  -         318.995 (meters)    1046.57  (feet)  COMP
 NM0331  MODELED GRAV-     980,244.8   (mgal)                       NAVD 88
 NM0331
 NM0331  VERT ORDER  -  SECOND    CLASS 0
 NM0331
 NM0331.The horizontal coordinates were scaled from a topographic map and have
 NM0331.an estimated accuracy of +/- 6 seconds.
 NM0331
 NM0331.The orthometric height was determined by differential leveling
 NM0331.and adjusted by the National Geodetic Survey in June 1991..
 NM0331
 NM0331.The geoid height was determined by GEOID03.
 NM0331
 NM0331.The dynamic height is computed by dividing the NAVD 88
 NM0331.geopotential number by the normal gravity value computed on the
 NM0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0331.degrees latitude (g = 980.6199 gals.).
 NM0331
 NM0331.The modeled gravity was interpolated from observed gravity values.
 NM0331
 NM0331;                    North         East    Units  Estimated Accuracy
 NM0331;SPC IA N     - 1,065,440.    1,291,420.      MT  (+/- 180 meters Scaled)
 NM0331
 NM0331                          SUPERSEDED SURVEY CONTROL
 NM0331
 NM0331  NGVD 29 (??/??/92)  318.959  (m)         1046.45   (f) ADJ UNCH    2 0
 NM0331
 NM0331.Superseded values are not recommended for survey control.
 NM0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0331.See file dsdata.txt to determine how the superseded data were derived.
 NM0331
 NM0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM465608(NAD 83)
 NM0331_MARKER: DB = BENCH MARK DISK
 NM0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0331_STAMPING: S 159 1949
 NM0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0331+STABILITY: SURFACE MOTION
 NM0331
 NM0331  HISTORY     - Date     Condition        Report By
 NM0331  HISTORY     - 1949     MONUMENTED       CGS
 NM0331  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0331  HISTORY     - 1981     GOOD             LOCENG
 NM0331
 NM0331                          STATION DESCRIPTION
 NM0331
 NM0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0331'4.9 MI NW FROM TURIN.
 NM0331'2.45 MILES NORTHWEST ALONG IOWA STATE HIGHWAY 37 AND 175 FROM THE
 NM0331'POST OFFICE AT TURIN, THENCE 1.95 MILES NORTH ALONG A WINDING
 NM0331'GRAVELED ROAD, THENCE 0.3 MILE NORTHEAST ALONG A GRAVELED
 NM0331'ROAD, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD, AT THE B.E.
 NM0331'COOPER FARMHOME, 45 FEET EAST OF THE CENTER LINE OF THE ROAD,
 NM0331'30 FEET WEST OF A 40-INCH COTTONWOOD TREE, 14.7 FEET SOUTH
 NM0331'OF THE CENTER LINE OF THE DRIVE LEADING EAST, 1.3 FEET NORTH
 NM0331'OF A YARD FENCE, 1.5 FEET EAST OF A REFERENCE POST, AND SET
 NM0331'IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 NM0331'THE GROUND.
 NM0331
 NM0331                          STATION RECOVERY (1965)
 NM0331
 NM0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0331'MARK NOT FOUND.
 NM0331
 NM0331                          STATION RECOVERY (1981)
 NM0331
 NM0331'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 NM0331'4.5 MILES NORTHEAST ALONG PAVED COUNTY ROAD L-12 FROM THE
 NM0331'INTERSECTION OF COUNTY ROAD L-12 AND STATE HIGHWAY 175 AT THE EAST
 NM0331'EDGE OF ONAWA, 44.5 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD,
 NM0331'33.8 FEET EAST OF STATION 219 STAMPED IN THE EAST EDGE OF PAVED ROAD,
 NM0331'83.4 NORTHWEST OF THE NORTHWEST CORNER OF ABANDONED FARM HOUSE, 18
 NM0331'FEET SOUTH OF THE CENTERLINE OF DRIVE WAY LEADING EAST, 1 FOOT EAST
 NM0331'OF WITNESS POST AND SET IN THE TOP OF A 5 FOOT CONCRETE POST
 NM0331'PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0557 ***********************************************************************
 OP0557  DESIGNATION -  S 16
 OP0557  PID         -  OP0557
 OP0557  STATE/COUNTY-  IA/OSCEOLA
 OP0557  USGS QUAD   -  ASHTON (1972)
 OP0557
 OP0557                         *CURRENT SURVEY CONTROL
 OP0557  ___________________________________________________________________
 OP0557* NAD 83(1986)-  43 18 02.     (N)    095 47 34.     (W)     SCALED    
 OP0557* NAVD 88     -       441.046  (meters)    1447.00   (feet)  ADJUSTED  
 OP0557  ___________________________________________________________________
 OP0557  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 OP0557  DYNAMIC HT  -         440.931 (meters)    1446.62  (feet)  COMP
 OP0557  MODELED GRAV-     980,343.8   (mgal)                       NAVD 88
 OP0557
 OP0557  VERT ORDER  -  SECOND    CLASS 0
 OP0557
 OP0557.The horizontal coordinates were scaled from a topographic map and have
 OP0557.an estimated accuracy of +/- 6 seconds.
 OP0557
 OP0557.The orthometric height was determined by differential leveling
 OP0557.and adjusted by the National Geodetic Survey in June 1991..
 OP0557
 OP0557.The geoid height was determined by GEOID03.
 OP0557
 OP0557.The dynamic height is computed by dividing the NAVD 88
 OP0557.geopotential number by the normal gravity value computed on the
 OP0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0557.degrees latitude (g = 980.6199 gals.).
 OP0557
 OP0557.The modeled gravity was interpolated from observed gravity values.
 OP0557
 OP0557;                    North         East    Units  Estimated Accuracy
 OP0557;SPC IA N     - 1,202,530.    1,313,980.      MT  (+/- 180 meters Scaled)
 OP0557
 OP0557                          SUPERSEDED SURVEY CONTROL
 OP0557
 OP0557  NGVD 29 (??/??/92)  440.862  (m)         1446.39   (f) ADJ UNCH    2 0
 OP0557
 OP0557.Superseded values are not recommended for survey control.
 OP0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0557.See file dsdata.txt to determine how the superseded data were derived.
 OP0557
 OP0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH734979(NAD 83)
 OP0557_MARKER: DB = BENCH MARK DISK
 OP0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0557_SP_SET: BRIDGE
 OP0557_STAMPING: S 16 1934
 OP0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0557
 OP0557  HISTORY     - Date     Condition        Report By
 OP0557  HISTORY     - 1934     MONUMENTED       CGS
 OP0557
 OP0557                          STATION DESCRIPTION
 OP0557
 OP0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0557'0.7 MI S FROM ASHTON.
 OP0557'0.7 MILE SOUTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 OP0557'RAILWAY FROM THE STATION AT ASHTON, OSCEOLA COUNTY, IN THE CONCRETE
 OP0557'HEADWALL OF BRIDGE 718, 4.5 FEET EAST OF THE EAST RAIL, 2.2 FEET WEST
 OP0557'OF THE EAST END OF THE CONCRETE, AND 1.5 FEET SOUTHWEST OF THE SOUTH
 OP0557'END OF THE STEEL WINGWALL.  A STANDARD DISK, STAMPED S 16 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0925 ***********************************************************************
 LF0925  DESIGNATION -  S 161 RESET
 LF0925  PID         -  LF0925
 LF0925  STATE/COUNTY-  IA/MILLS
 LF0925  USGS QUAD   -  TABOR NE (1957)
 LF0925
 LF0925                         *CURRENT SURVEY CONTROL
 LF0925  ___________________________________________________________________
 LF0925* NAD 83(1986)-  40 55 39.     (N)    095 33 26.     (W)     SCALED    
 LF0925* NAVD 88     -       300.56   (meters)     986.1    (feet)  RESET     
 LF0925  ___________________________________________________________________
 LF0925  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 LF0925
 LF0925  VERT ORDER  -  THIRD
 LF0925
 LF0925.The horizontal coordinates were scaled from a topographic map and have
 LF0925.an estimated accuracy of +/- 6 seconds.
 LF0925
 LF0925.The orthometric height was computed from unverified reset data.
 LF0925
 LF0925.The geoid height was determined by GEOID03.
 LF0925
 LF0925;                    North         East    Units  Estimated Accuracy
 LF0925;SPC IA S     -   105,050.      326,750.      MT  (+/- 180 meters Scaled)
 LF0925
 LF0925                          SUPERSEDED SURVEY CONTROL
 LF0925
 LF0925  NGVD 29 (??/??/??)  300.08   (m)          984.5    (f) RESET       3  
 LF0925
 LF0925.Superseded values are not recommended for survey control.
 LF0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0925.See file dsdata.txt to determine how the superseded data were derived.
 LF0925
 LF0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF846338(NAD 83)
 LF0925_MARKER: DB = BENCH MARK DISK
 LF0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0925_STAMPING: S 161 RESET 1968
 LF0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0925+STABILITY: SURFACE MOTION
 LF0925
 LF0925  HISTORY     - Date     Condition        Report By
 LF0925  HISTORY     - 1968     MONUMENTED       CGS
 LF0925  HISTORY     - 1978     GOOD             NGS
 LF0925
 LF0925                          STATION DESCRIPTION
 LF0925
 LF0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LF0925'4.6 MI SW FROM STRAHAN.
 LF0925'0.3 MILE SOUTHEAST ALONG THE WABASH RAILWAY FROM THE STATION
 LF0925'AT STRAHAN, THENCE 0.1 MILE SOUTH ALONG GRADED ROAD, THENCE 2.9
 LF0925'MILES WEST ALONG A GRADED GRAVELED ROAD, THENCE 1.3 MILES
 LF0925'SOUTH ALONG A GRADED GRAVELED ROAD, AT A PRIVATE AIRPORT, 80
 LF0925'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF HANGAR, 35
 LF0925'FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD, 1 FOOT SOUTH
 LF0925'OF WITNESS POST AND 0.5 FOOT WEST OF NORTH-SOUTH FENCE.  SET
 LF0925'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 LF0925
 LF0925                          STATION RECOVERY (1978)
 LF0925
 LF0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LF0925'S 161 RESET 1968 WAS FOUND IN GOOD CONDITION. THE PRIOR DESCRIPTION
 LF0925'WAS ADEQUATE TO LOCATE THE MARK BUT THE OLD AIRPORT IS NOW GONE AN
 LF0925'THE AREA IS NOW UNDER CULTIVATION. A NEW DESCRIPTION FOLLOWS, 1.1
 LF0925'MILES SOUTH ALONG MAIN STREET AND MILLS COUNTY ROAD L 63 FROM THE
 LF0925'COMMUNITY BUILDING AT 5TH STREET IN MALVERN TO THE JUNCTION WITH
 LF0925'MILLS COUNTY ROAD L 68, THENCE LEFT AND EAST ALONG ROAD L 68 FOR 1.4
 LF0925'MILES TO A CURVE TO THE RIGHT AND SOUTH, CONTINUE SOUTH ON ROAD L 68
 LF0925'FOR 4.2 MILES TO THE MARK ON THE RIGHT 35 FEET WEST OF THE CENTERLINE
 LF0925'OF THE ROAD, 1 FOOT WEST OF A FENCE AND 17 PACES SOUTH OF EE 158
 LF0925'RESET 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0414 ***********************************************************************
 MJ0414  DESIGNATION -  S 162
 MJ0414  PID         -  MJ0414
 MJ0414  STATE/COUNTY-  IA/CASS
 MJ0414  USGS QUAD   -  ATLANTIC (1971)
 MJ0414
 MJ0414                         *CURRENT SURVEY CONTROL
 MJ0414  ___________________________________________________________________
 MJ0414* NAD 83(1986)-  41 26 33.     (N)    095 05 31.     (W)     SCALED    
 MJ0414* NAVD 88     -       374.673  (meters)    1229.24   (feet)  ADJUSTED  
 MJ0414  ___________________________________________________________________
 MJ0414  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MJ0414  DYNAMIC HT  -         374.533 (meters)    1228.78  (feet)  COMP
 MJ0414  MODELED GRAV-     980,238.4   (mgal)                       NAVD 88
 MJ0414
 MJ0414  VERT ORDER  -  FIRST     CLASS II
 MJ0414
 MJ0414.The horizontal coordinates were scaled from a topographic map and have
 MJ0414.an estimated accuracy of +/- 6 seconds.
 MJ0414
 MJ0414.The orthometric height was determined by differential leveling
 MJ0414.and adjusted by the National Geodetic Survey in June 1991..
 MJ0414
 MJ0414.The geoid height was determined by GEOID03.
 MJ0414
 MJ0414.The dynamic height is computed by dividing the NAVD 88
 MJ0414.geopotential number by the normal gravity value computed on the
 MJ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0414.degrees latitude (g = 980.6199 gals.).
 MJ0414
 MJ0414.The modeled gravity was interpolated from observed gravity values.
 MJ0414
 MJ0414;                    North         East    Units  Estimated Accuracy
 MJ0414;SPC IA S     -   161,410.      366,970.      MT  (+/- 180 meters Scaled)
 MJ0414
 MJ0414                          SUPERSEDED SURVEY CONTROL
 MJ0414
 MJ0414  NGVD 29 (??/??/92)  374.606  (m)         1229.02   (f) ADJ UNCH    1 2
 MJ0414
 MJ0414.Superseded values are not recommended for survey control.
 MJ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0414.See file dsdata.txt to determine how the superseded data were derived.
 MJ0414
 MJ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF252899(NAD 83)
 MJ0414_MARKER: DB = BENCH MARK DISK
 MJ0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0414_SP_SET: CULVERT
 MJ0414_STAMPING: S 162 1950
 MJ0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0414
 MJ0414  HISTORY     - Date     Condition        Report By
 MJ0414  HISTORY     - 1950     MONUMENTED       CGS
 MJ0414
 MJ0414                          STATION DESCRIPTION
 MJ0414
 MJ0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0414'1.1 MI SE FROM MARNE.
 MJ0414'0.1 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO, ROCK
 MJ0414'ISLAND AND PACIFIC RAILROAD STATION AT MARNE, THENCE 1.0 MILE
 MJ0414'SE ALONG STATE HIGHWAY 83, 2 1/2 RAILS NORTHWEST OF SIGNAL
 MJ0414'TOWER 4448, 98 FEET NORTHEAST OF THE RAILROAD, 12 FEET BELOW
 MJ0414'THE LEVEL OF THE RAILROAD, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 MJ0414'SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL
 MJ0414'OF A RAILROAD CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0539 ***********************************************************************
 OP0539  DESIGNATION -  S 17
 OP0539  PID         -  OP0539
 OP0539  STATE/COUNTY-  IA/O BRIEN
 OP0539  USGS QUAD   -  PLESSIS (1964)
 OP0539
 OP0539                         *CURRENT SURVEY CONTROL
 OP0539  ___________________________________________________________________
 OP0539* NAD 83(1986)-  43 10 50.     (N)    095 34 32.     (W)     SCALED    
 OP0539* NAVD 88     -       469.505  (meters)    1540.37   (feet)  ADJUSTED  
 OP0539  ___________________________________________________________________
 OP0539  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 OP0539  DYNAMIC HT  -         469.360 (meters)    1539.89  (feet)  COMP
 OP0539  MODELED GRAV-     980,297.1   (mgal)                       NAVD 88
 OP0539
 OP0539  VERT ORDER  -  SECOND    CLASS 0
 OP0539
 OP0539.The horizontal coordinates were scaled from a topographic map and have
 OP0539.an estimated accuracy of +/- 6 seconds.
 OP0539
 OP0539.The orthometric height was determined by differential leveling
 OP0539.and adjusted by the National Geodetic Survey in June 1991..
 OP0539
 OP0539.The geoid height was determined by GEOID03.
 OP0539
 OP0539.The dynamic height is computed by dividing the NAVD 88
 OP0539.geopotential number by the normal gravity value computed on the
 OP0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0539.degrees latitude (g = 980.6199 gals.).
 OP0539
 OP0539.The modeled gravity was interpolated from observed gravity values.
 OP0539
 OP0539;                    North         East    Units  Estimated Accuracy
 OP0539;SPC IA N     - 1,188,750.    1,331,270.      MT  (+/- 180 meters Scaled)
 OP0539
 OP0539                          SUPERSEDED SURVEY CONTROL
 OP0539
 OP0539  NGVD 29 (??/??/92)  469.317  (m)         1539.75   (f) ADJ UNCH    2 0
 OP0539
 OP0539.Superseded values are not recommended for survey control.
 OP0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0539.See file dsdata.txt to determine how the superseded data were derived.
 OP0539
 OP0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH906840(NAD 83)
 OP0539_MARKER: DB = BENCH MARK DISK
 OP0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0539_STAMPING: S 17 1934
 OP0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0539+STABILITY: SURFACE MOTION
 OP0539
 OP0539  HISTORY     - Date     Condition        Report By
 OP0539  HISTORY     - 1934     MONUMENTED       CGS
 OP0539
 OP0539                          STATION DESCRIPTION
 OP0539
 OP0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0539'4.0 MI E FROM SANBORN.
 OP0539'4.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0539'RAILROAD FROM THE STATION AT SANBORN, OBRIEN COUNTY, BACK OF MILEPOST
 OP0539'239, 80 YARDS WEST OF A NORTH-AND-SOUTH QUARTER SECTION LINE, 45.8
 OP0539'FEET SOUTH OF THE SOUTH RAIL, AND 1.0 FOOT NORTH OF THE RIGHT-OF-WAY
 OP0539'FENCE.  A STANDARD DISK, STAMPED S 17 1934 AND SET IN THE TOP OF A
 OP0539'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0123 ***********************************************************************
 NJ0123  DESIGNATION -  S 175
 NJ0123  PID         -  NJ0123
 NJ0123  STATE/COUNTY-  IA/JACKSON
 NJ0123  USGS QUAD   -  SPRINGBROOK (1980)
 NJ0123
 NJ0123                         *CURRENT SURVEY CONTROL
 NJ0123  ___________________________________________________________________
 NJ0123* NAD 83(1986)-  42 13 05.     (N)    090 23 06.     (W)     SCALED    
 NJ0123* NAVD 88     -       191.692  (meters)     628.91   (feet)  ADJUSTED  
 NJ0123  ___________________________________________________________________
 NJ0123  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 NJ0123  DYNAMIC HT  -         191.630 (meters)     628.71  (feet)  COMP
 NJ0123  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 NJ0123
 NJ0123  VERT ORDER  -  FIRST     CLASS I
 NJ0123
 NJ0123.The horizontal coordinates were scaled from a topographic map and have
 NJ0123.an estimated accuracy of +/- 6 seconds.
 NJ0123
 NJ0123.The orthometric height was determined by differential leveling
 NJ0123.and adjusted by the National Geodetic Survey in June 1991..
 NJ0123
 NJ0123.The geoid height was determined by GEOID03.
 NJ0123
 NJ0123.The dynamic height is computed by dividing the NAVD 88
 NJ0123.geopotential number by the normal gravity value computed on the
 NJ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0123.degrees latitude (g = 980.6199 gals.).
 NJ0123
 NJ0123.The modeled gravity was interpolated from observed gravity values.
 NJ0123
 NJ0123;                    North         East    Units  Estimated Accuracy
 NJ0123;SPC IA N     - 1,084,500.    1,757,130.      MT  (+/- 180 meters Scaled)
 NJ0123
 NJ0123                          SUPERSEDED SURVEY CONTROL
 NJ0123
 NJ0123  NGVD 29 (??/??/92)  191.728  (m)          629.03   (f) ADJ UNCH    1 1
 NJ0123
 NJ0123.Superseded values are not recommended for survey control.
 NJ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0123.See file dsdata.txt to determine how the superseded data were derived.
 NJ0123
 NJ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG158772(NAD 83)
 NJ0123_MARKER: DB = BENCH MARK DISK
 NJ0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0123_SP_SET: CULVERT
 NJ0123_STAMPING: S 175 1970
 NJ0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0123
 NJ0123  HISTORY     - Date     Condition        Report By
 NJ0123  HISTORY     - 1970     MONUMENTED       NGS
 NJ0123  HISTORY     - 1988     GOOD             USPSQD
 NJ0123  HISTORY     - 19940826 GOOD             USPSQD
 NJ0123  HISTORY     - 20010331 GOOD             NGS
 NJ0123
 NJ0123                          STATION DESCRIPTION
 NJ0123
 NJ0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0123'3.4 MI SE FROM BELLEVUE.
 NJ0123'ABOUT 3.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 AND 67 FROM
 NJ0123'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE,
 NJ0123'MIDWAY BETWEEN TWO HOUSES ON THE SOUTHWEST SIDE OF THE HIGHWAY,
 NJ0123'23.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 NJ0123'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL
 NJ0123'OF A 3- X 4-FOOT CONCRETE BOX CULVERT WITH WING WALLS, 26 FEET
 NJ0123'NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD WHICH LEADS
 NJ0123'SOUTH TO A HOUSE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 NJ0123'HIGHWAY.  SECTION 33, T86N, R5E
 NJ0123
 NJ0123                          STATION RECOVERY (1988)
 NJ0123
 NJ0123'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0123'RECOVERED IN GOOD CONDITION.
 NJ0123
 NJ0123                          STATION RECOVERY (1994)
 NJ0123
 NJ0123'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0123'RECOVERED IN GOOD CONDITION.
 NJ0123
 NJ0123                          STATION RECOVERY (2001)
 NJ0123
 NJ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0123'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0277 ***********************************************************************
 NJ0277  DESIGNATION -  S 176
 NJ0277  PID         -  NJ0277
 NJ0277  STATE/COUNTY-  IA/DUBUQUE
 NJ0277  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0277
 NJ0277                         *CURRENT SURVEY CONTROL
 NJ0277  ___________________________________________________________________
 NJ0277* NAD 83(1986)-  42 27 22.     (N)    090 39 46.     (W)     SCALED    
 NJ0277* NAVD 88     -       190.771  (meters)     625.89   (feet)  ADJUSTED  
 NJ0277  ___________________________________________________________________
 NJ0277  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 NJ0277  DYNAMIC HT  -         190.711 (meters)     625.69  (feet)  COMP
 NJ0277  MODELED GRAV-     980,305.6   (mgal)                       NAVD 88
 NJ0277
 NJ0277  VERT ORDER  -  FIRST     CLASS I
 NJ0277
 NJ0277.The horizontal coordinates were scaled from a topographic map and have
 NJ0277.an estimated accuracy of +/- 6 seconds.
 NJ0277
 NJ0277.The orthometric height was determined by differential leveling
 NJ0277.and adjusted by the National Geodetic Survey in June 1991..
 NJ0277
 NJ0277.The geoid height was determined by GEOID03.
 NJ0277
 NJ0277.The dynamic height is computed by dividing the NAVD 88
 NJ0277.geopotential number by the normal gravity value computed on the
 NJ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0277.degrees latitude (g = 980.6199 gals.).
 NJ0277
 NJ0277.The modeled gravity was interpolated from observed gravity values.
 NJ0277
 NJ0277;                    North         East    Units  Estimated Accuracy
 NJ0277;SPC IA N     - 1,110,120.    1,733,330.      MT  (+/- 180 meters Scaled)
 NJ0277
 NJ0277                          SUPERSEDED SURVEY CONTROL
 NJ0277
 NJ0277  NGVD 29 (??/??/92)  190.821  (m)          626.05   (f) ADJ UNCH    1 1
 NJ0277
 NJ0277.Superseded values are not recommended for survey control.
 NJ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0277.See file dsdata.txt to determine how the superseded data were derived.
 NJ0277
 NJ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH921030(NAD 83)
 NJ0277_MARKER: DB = BENCH MARK DISK
 NJ0277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0277_SP_SET: ABUTMENT
 NJ0277_STAMPING: S 176 1970
 NJ0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0277
 NJ0277  HISTORY     - Date     Condition        Report By
 NJ0277  HISTORY     - 1970     MONUMENTED       NGS
 NJ0277  HISTORY     - 20030727 MARK NOT FOUND   USPSQD
 NJ0277
 NJ0277                          STATION DESCRIPTION
 NJ0277
 NJ0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0277'3.8 MI SE FROM DUBUQUE.
 NJ0277'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0277'AT DUBUQUE, THENCE 2.45 MILES SOUTH ALONG U.S. HIGHWAYS 52,
 NJ0277'61 AND 151, THENCE 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAYS 52
 NJ0277'AND 67, 19 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 NJ0277'SET IN THE TOP OF THE CONCRETE WING WALL AT THE NORTHEAST END
 NJ0277'OF THE NORTHWEST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE OVER
 NJ0277'GRANGER CREEK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 NJ0277'SECTION 6, T 88N, R 3E.
 NJ0277
 NJ0277                          STATION RECOVERY (2003)
 NJ0277
 NJ0277'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0277'NOT FOUND.  THE BRIDGE APPEARS TO BE OF RECENT CONSTRUCTION.  THERE
 NJ0277'ARE D.O.T. BOLTS ON TOP OF THE SW END OF THE SOUTH PARAPET AND NE END
 NJ0277'OF THE NORTH PARAPET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0359 ***********************************************************************
 NJ0359  DESIGNATION -  S 177
 NJ0359  PID         -  NJ0359
 NJ0359  STATE/COUNTY-  IA/DUBUQUE
 NJ0359  USGS QUAD   -  SHERRILL (1972)
 NJ0359
 NJ0359                         *CURRENT SURVEY CONTROL
 NJ0359  ___________________________________________________________________
 NJ0359* NAD 83(1986)-  42 34 28.     (N)    090 48 47.     (W)     SCALED    
 NJ0359* NAVD 88     -       241.581  (meters)     792.59   (feet)  ADJUSTED  
 NJ0359  ___________________________________________________________________
 NJ0359  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 NJ0359  DYNAMIC HT  -         241.508 (meters)     792.35  (feet)  COMP
 NJ0359  MODELED GRAV-     980,314.2   (mgal)                       NAVD 88
 NJ0359
 NJ0359  VERT ORDER  -  FIRST     CLASS I
 NJ0359
 NJ0359.The horizontal coordinates were scaled from a topographic map and have
 NJ0359.an estimated accuracy of +/- 6 seconds.
 NJ0359
 NJ0359.The orthometric height was determined by differential leveling
 NJ0359.and adjusted by the National Geodetic Survey in June 1991..
 NJ0359
 NJ0359.The geoid height was determined by GEOID03.
 NJ0359
 NJ0359.The dynamic height is computed by dividing the NAVD 88
 NJ0359.geopotential number by the normal gravity value computed on the
 NJ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0359.degrees latitude (g = 980.6199 gals.).
 NJ0359
 NJ0359.The modeled gravity was interpolated from observed gravity values.
 NJ0359
 NJ0359;                    North         East    Units  Estimated Accuracy
 NJ0359;SPC IA N     - 1,122,850.    1,720,550.      MT  (+/- 180 meters Scaled)
 NJ0359
 NJ0359                          SUPERSEDED SURVEY CONTROL
 NJ0359
 NJ0359  NGVD 29 (??/??/92)  241.623  (m)          792.72   (f) ADJ UNCH    1 1
 NJ0359
 NJ0359.Superseded values are not recommended for survey control.
 NJ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0359.See file dsdata.txt to determine how the superseded data were derived.
 NJ0359
 NJ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH794158(NAD 83)
 NJ0359_MARKER: DB = BENCH MARK DISK
 NJ0359_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0359_SP_SET: ROCK CLIFF
 NJ0359_STAMPING: S 177 1970
 NJ0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0359+STABILITY: POSITION/ELEVATION WELL
 NJ0359
 NJ0359  HISTORY     - Date     Condition        Report By
 NJ0359  HISTORY     - 1970     MONUMENTED       NGS
 NJ0359  HISTORY     - 20010331 GOOD             NGS
 NJ0359
 NJ0359                          STATION DESCRIPTION
 NJ0359
 NJ0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0359'5.9 MI W FROM SAGEVILLE.
 NJ0359'ABOUT 5.9 MILES WEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0359'FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE,
 NJ0359'21.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY
 NJ0359'IN THE NORTH FACE OF A 0.4 MILE LONG 20-FOOT HIGH ROCK CLIFF,
 NJ0359'0.3 MILE EAST OF A BARN ON THE SOUTH SIDE OF THE HIGHWAY, 2 1/2
 NJ0359'FEET ABOVE THE LEVEL OF A DITCH, 2.8 FEET EAST OF A METAL WITNESS
 NJ0359'SHIELD SET ON THE ROCK CLIFF, AND ABOUT 3 FEET ABOVE THE LEVEL
 NJ0359'OF THE HIGHWAY.  SECTION 26, T90N, R1E
 NJ0359
 NJ0359                          STATION RECOVERY (2001)
 NJ0359
 NJ0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0359'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0440 ***********************************************************************
 NJ0440  DESIGNATION -  S 178
 NJ0440  PID         -  NJ0440
 NJ0440  STATE/COUNTY-  IA/CLAYTON
 NJ0440  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0440
 NJ0440                         *CURRENT SURVEY CONTROL
 NJ0440  ___________________________________________________________________
 NJ0440* NAD 83(1986)-  42 40 31.     (N)    091 04 49.     (W)     SCALED    
 NJ0440* NAVD 88     -       323.173  (meters)    1060.28   (feet)  ADJUSTED  
 NJ0440  ___________________________________________________________________
 NJ0440  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 NJ0440  DYNAMIC HT  -         323.082 (meters)    1059.98  (feet)  COMP
 NJ0440  MODELED GRAV-     980,330.7   (mgal)                       NAVD 88
 NJ0440
 NJ0440  VERT ORDER  -  FIRST     CLASS I
 NJ0440
 NJ0440.The horizontal coordinates were scaled from a topographic map and have
 NJ0440.an estimated accuracy of +/- 6 seconds.
 NJ0440
 NJ0440.The orthometric height was determined by differential leveling
 NJ0440.and adjusted by the National Geodetic Survey in June 1991..
 NJ0440
 NJ0440.The geoid height was determined by GEOID03.
 NJ0440
 NJ0440.The dynamic height is computed by dividing the NAVD 88
 NJ0440.geopotential number by the normal gravity value computed on the
 NJ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0440.degrees latitude (g = 980.6199 gals.).
 NJ0440
 NJ0440.The modeled gravity was interpolated from observed gravity values.
 NJ0440
 NJ0440;                    North         East    Units  Estimated Accuracy
 NJ0440;SPC IA N     - 1,133,380.    1,698,300.      MT  (+/- 180 meters Scaled)
 NJ0440
 NJ0440                          SUPERSEDED SURVEY CONTROL
 NJ0440
 NJ0440  NGVD 29 (??/??/92)  323.220  (m)         1060.43   (f) ADJ UNCH    1 1
 NJ0440
 NJ0440.Superseded values are not recommended for survey control.
 NJ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0440.See file dsdata.txt to determine how the superseded data were derived.
 NJ0440
 NJ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH572265(NAD 83)
 NJ0440_MARKER: DB = BENCH MARK DISK
 NJ0440_SETTING: 80 = SET IN A BOULDER
 NJ0440_SP_SET: BOULDER
 NJ0440_STAMPING: S 178 1970
 NJ0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0440+STABILITY: SURFACE MOTION
 NJ0440
 NJ0440  HISTORY     - Date     Condition        Report By
 NJ0440  HISTORY     - 1970     MONUMENTED       NGS
 NJ0440  HISTORY     - 1973     GOOD             NGS
 NJ0440  HISTORY     - 19950503 GOOD             USPSQD
 NJ0440
 NJ0440                          STATION DESCRIPTION
 NJ0440
 NJ0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0440'5.2 MI N FROM LUXEMBURG.
 NJ0440'ABOUT 5.25 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE HOLY
 NJ0440'TRINITY CHURCH AT LUXEMBURG, 0.15 MILE NORTH OF A ROADSIDE PARK
 NJ0440'ON THE EAST SIDE OF THE HIGHWAY, 60 FEET EAST OF THE CENTER LINE
 NJ0440'OF THE HIGHWAY, SET VERTICALLY IN THE WEST FACE OF A 20- X
 NJ0440'25-FOOT BOULDER WHICH PROJECTS 3 1/2 FEET ABOVE THE LEVEL OF THE
 NJ0440'GROUND, 1.5 FEET NORTH OF A METAL WITNESS SHIELD WHICH IS
 NJ0440'SET ON THE BOULDER, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 NJ0440'HIGHWAY.  SECTION 21, T 91N, R 2W
 NJ0440
 NJ0440                          STATION RECOVERY (1973)
 NJ0440
 NJ0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NJ0440'RECOVERED IN GOOD CONDITION.
 NJ0440
 NJ0440                          STATION RECOVERY (1995)
 NJ0440
 NJ0440'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0397 ***********************************************************************
 NJ0397  DESIGNATION -  S 179
 NJ0397  PID         -  NJ0397
 NJ0397  STATE/COUNTY-  IA/CLAYTON
 NJ0397  USGS QUAD   -  GUTTENBERG (1978)
 NJ0397
 NJ0397                         *CURRENT SURVEY CONTROL
 NJ0397  ___________________________________________________________________
 NJ0397* NAD 83(1986)-  42 49 04.     (N)    091 06 02.     (W)     SCALED    
 NJ0397* NAVD 88     -       188.949  (meters)     619.91   (feet)  ADJUSTED  
 NJ0397  ___________________________________________________________________
 NJ0397  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 NJ0397  DYNAMIC HT  -         188.898 (meters)     619.74  (feet)  COMP
 NJ0397  MODELED GRAV-     980,348.1   (mgal)                       NAVD 88
 NJ0397
 NJ0397  VERT ORDER  -  FIRST     CLASS I
 NJ0397
 NJ0397.The horizontal coordinates were scaled from a topographic map and have
 NJ0397.an estimated accuracy of +/- 6 seconds.
 NJ0397
 NJ0397.The orthometric height was determined by differential leveling
 NJ0397.and adjusted by the National Geodetic Survey in June 1991..
 NJ0397
 NJ0397.The geoid height was determined by GEOID03.
 NJ0397
 NJ0397.The dynamic height is computed by dividing the NAVD 88
 NJ0397.geopotential number by the normal gravity value computed on the
 NJ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0397.degrees latitude (g = 980.6199 gals.).
 NJ0397
 NJ0397.The modeled gravity was interpolated from observed gravity values.
 NJ0397
 NJ0397;                    North         East    Units  Estimated Accuracy
 NJ0397;SPC IA N     - 1,149,160.    1,696,190.      MT  (+/- 180 meters Scaled)
 NJ0397
 NJ0397                          SUPERSEDED SURVEY CONTROL
 NJ0397
 NJ0397  NGVD 29 (??/??/92)  188.996  (m)          620.06   (f) ADJ UNCH    1 1
 NJ0397
 NJ0397.Superseded values are not recommended for survey control.
 NJ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0397.See file dsdata.txt to determine how the superseded data were derived.
 NJ0397
 NJ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH552423(NAD 83)
 NJ0397_MARKER: DB = BENCH MARK DISK
 NJ0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0397_STAMPING: S 179 1970
 NJ0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0397+STABILITY: SURFACE MOTION
 NJ0397
 NJ0397  HISTORY     - Date     Condition        Report By
 NJ0397  HISTORY     - 1970     MONUMENTED       NGS
 NJ0397
 NJ0397                          STATION DESCRIPTION
 NJ0397
 NJ0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0397'3 MI N FROM GUTTENBERG.
 NJ0397'ABOUT 2.55 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0397'PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, THENCE 0.4 MILE
 NJ0397'EAST ALONG A GRAVELED ROAD, AT THE ENTRANCE TO ABELS ISLAND
 NJ0397'AIRPORT, 52 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 62 FEET
 NJ0397'WEST OF THE CENTER LINE OF THE ROAD WHICH LEADS TO THE AIRPORT,
 NJ0397'135 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 114 FEET
 NJ0397'EAST OF THE EAST EDGE OF A LAKE, 80 FEET WEST-NORTHWEST OF POWER
 NJ0397'POLE NUMBER 701A3, 1/2 FOOT BELOW THE LEVEL OF THE AIRPORT ROAD,
 NJ0397'AND SET IN THE TOP OF A CONCRETE POST WHICH IS 2 INCHES BELOW
 NJ0397'THE SURFACE OF THE GROUND.  SECTION 5 T92N, R2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0110 ***********************************************************************
 OP0110  DESIGNATION -  S 18
 OP0110  PID         -  OP0110
 OP0110  STATE/COUNTY-  IA/KOSSUTH
 OP0110  USGS QUAD   -  HOBARTON (1980)
 OP0110
 OP0110                         *CURRENT SURVEY CONTROL
 OP0110  ___________________________________________________________________
 OP0110* NAD 83(1986)-  43 03 56.     (N)    094 20 41.     (W)     SCALED    
 OP0110* NAVD 88     -       383.310  (meters)    1257.58   (feet)  ADJUSTED  
 OP0110  ___________________________________________________________________
 OP0110  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 OP0110  DYNAMIC HT  -         383.202 (meters)    1257.22  (feet)  COMP
 OP0110  MODELED GRAV-     980,327.1   (mgal)                       NAVD 88
 OP0110
 OP0110  VERT ORDER  -  SECOND    CLASS 0
 OP0110
 OP0110.The horizontal coordinates were scaled from a topographic map and have
 OP0110.an estimated accuracy of +/- 6 seconds.
 OP0110
 OP0110.The orthometric height was determined by differential leveling
 OP0110.and adjusted by the National Geodetic Survey in June 1991..
 OP0110
 OP0110.The geoid height was determined by GEOID03.
 OP0110
 OP0110.The dynamic height is computed by dividing the NAVD 88
 OP0110.geopotential number by the normal gravity value computed on the
 OP0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0110.degrees latitude (g = 980.6199 gals.).
 OP0110
 OP0110.The modeled gravity was interpolated from observed gravity values.
 OP0110
 OP0110;                    North         East    Units  Estimated Accuracy
 OP0110;SPC IA N     - 1,174,240.    1,431,200.      MT  (+/- 180 meters Scaled)
 OP0110
 OP0110                          SUPERSEDED SURVEY CONTROL
 OP0110
 OP0110  NGVD 29 (??/??/92)  383.244  (m)         1257.36   (f) ADJ UNCH    2 0
 OP0110
 OP0110.Superseded values are not recommended for survey control.
 OP0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0110.See file dsdata.txt to determine how the superseded data were derived.
 OP0110
 OP0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH905689(NAD 83)
 OP0110_MARKER: DB = BENCH MARK DISK
 OP0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0110_STAMPING: S 18 1934
 OP0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0110+STABILITY: SURFACE MOTION
 OP0110
 OP0110  HISTORY     - Date     Condition        Report By
 OP0110  HISTORY     - 1934     MONUMENTED       CGS
 OP0110  HISTORY     - 1976     MARK NOT FOUND   USGS
 OP0110
 OP0110                          STATION DESCRIPTION
 OP0110
 OP0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0110'6.8 MI W FROM ALGONA.
 OP0110'6.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0110'RAILROAD FROM THE STATION AT ALGONA, KOSSUTH COUNTY, 4.1 MILES EAST OF
 OP0110'THE STATION AT WHITTEMORE, 55 FEET WEST OF THE CENTER OF A SECTION
 OP0110'ROAD CROSSING, 46.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 31 FEET WEST
 OP0110'OF A CORNER OF A SECTION FENCE, AND 1.6 FEET SOUTHWEST OF A
 OP0110'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 18 1934 AND SET IN THE
 OP0110'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 OP0110
 OP0110                          STATION RECOVERY (1976)
 OP0110
 OP0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OP0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK2143 ***********************************************************************
 MK2143  DESIGNATION -  S 180
 MK2143  PID         -  MK2143
 MK2143  STATE/COUNTY-  IA/MONONA
 MK2143  USGS QUAD   -  BLENCOE (1970)
 MK2143
 MK2143                         *CURRENT SURVEY CONTROL
 MK2143  ___________________________________________________________________
 MK2143* NAD 83(1986)-  41 55 47.     (N)    096 04 58.     (W)     SCALED    
 MK2143* NAVD 88     -       319.224  (meters)    1047.32   (feet)  ADJUSTED  
 MK2143  ___________________________________________________________________
 MK2143  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MK2143  DYNAMIC HT  -         319.104 (meters)    1046.93  (feet)  COMP
 MK2143  MODELED GRAV-     980,239.1   (mgal)                       NAVD 88
 MK2143
 MK2143  VERT ORDER  -  FIRST     CLASS II
 MK2143
 MK2143.The horizontal coordinates were scaled from a topographic map and have
 MK2143.an estimated accuracy of +/- 6 seconds.
 MK2143
 MK2143.The orthometric height was determined by differential leveling
 MK2143.and adjusted by the National Geodetic Survey in June 1991..
 MK2143
 MK2143.The geoid height was determined by GEOID03.
 MK2143
 MK2143.The dynamic height is computed by dividing the NAVD 88
 MK2143.geopotential number by the normal gravity value computed on the
 MK2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2143.degrees latitude (g = 980.6199 gals.).
 MK2143
 MK2143.The modeled gravity was interpolated from observed gravity values.
 MK2143
 MK2143;                    North         East    Units  Estimated Accuracy
 MK2143;SPC IA N     - 1,051,010.    1,285,810.      MT  (+/- 180 meters Scaled)
 MK2143
 MK2143                          SUPERSEDED SURVEY CONTROL
 MK2143
 MK2143.No superseded survey control is available for this station.
 MK2143
 MK2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM418460(NAD 83)
 MK2143_MARKER: I = METAL ROD
 MK2143_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MK2143_SP_SET: FOUNDATION
 MK2143_STAMPING: S 180 1989
 MK2143_MARK LOGO: NGS   
 MK2143_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MK2143+STABILITY: POSITION/ELEVATION WELL
 MK2143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2143+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2143
 MK2143  HISTORY     - Date     Condition        Report By
 MK2143  HISTORY     - 1989     MONUMENTED       NGS
 MK2143
 MK2143                          STATION DESCRIPTION
 MK2143
 MK2143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2143'IN BLINCOE, AT THE FARMERS COOP ELEVATOR, SET VERTICALLY IN THE NORTH
 MK2143'FACE OF THE WEST CONCRETE DOOR FRAME OF THE TRUCK ENTRANCE OF THE MOST
 MK2143'NORTHERLY 1 OF 2 TANKS, 1.7 M (5.6 FT) WEST OF THE CENTER OF THE
 MK2143'ENTRANCE, AND 1.3 M (4.3 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1909 ***********************************************************************
 NM1909  DESIGNATION -  S 181
 NM1909  PID         -  NM1909
 NM1909  STATE/COUNTY-  IA/WOODBURY
 NM1909  USGS QUAD   -  SALIX (1976)
 NM1909
 NM1909                         *CURRENT SURVEY CONTROL
 NM1909  ___________________________________________________________________
 NM1909* NAD 83(1986)-  42 16 33.     (N)    096 15 39.     (W)     SCALED    
 NM1909* NAVD 88     -       327.529  (meters)    1074.57   (feet)  ADJUSTED  
 NM1909  ___________________________________________________________________
 NM1909  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 NM1909  DYNAMIC HT  -         327.421 (meters)    1074.21  (feet)  COMP
 NM1909  MODELED GRAV-     980,282.6   (mgal)                       NAVD 88
 NM1909
 NM1909  VERT ORDER  -  FIRST     CLASS II
 NM1909
 NM1909.The horizontal coordinates were scaled from a topographic map and have
 NM1909.an estimated accuracy of +/- 6 seconds.
 NM1909
 NM1909.The orthometric height was determined by differential leveling
 NM1909.and adjusted by the National Geodetic Survey in June 1991..
 NM1909
 NM1909.The geoid height was determined by GEOID03.
 NM1909
 NM1909.The dynamic height is computed by dividing the NAVD 88
 NM1909.geopotential number by the normal gravity value computed on the
 NM1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1909.degrees latitude (g = 980.6199 gals.).
 NM1909
 NM1909.The modeled gravity was interpolated from observed gravity values.
 NM1909
 NM1909;                    North         East    Units  Estimated Accuracy
 NM1909;SPC IA N     - 1,089,900.    1,272,300.      MT  (+/- 180 meters Scaled)
 NM1909
 NM1909                          SUPERSEDED SURVEY CONTROL
 NM1909
 NM1909.No superseded survey control is available for this station.
 NM1909
 NM1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM258840(NAD 83)
 NM1909_MARKER: I = METAL ROD
 NM1909_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NM1909_SP_SET: STAINLESS STEEL ROD
 NM1909_STAMPING: S 181 1989
 NM1909_MARK LOGO: NGS   
 NM1909_PROJECTION: FLUSH
 NM1909_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1909+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NM1909_ROD/PIPE-DEPTH: 20.4 meters
 NM1909
 NM1909  HISTORY     - Date     Condition        Report By
 NM1909  HISTORY     - 1989     MONUMENTED       NGS
 NM1909
 NM1909                          STATION DESCRIPTION
 NM1909
 NM1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1909'4.2 KM (2.60 MI) SOUTHEASTERLY ALONG A PAVED ROAD (OLD U.S. HIGHWAY
 NM1909'75) FROM ITS JUNCTION WITH POPLAR STREET IN SALIX, 36.2 M (118.8 FT)
 NM1909'SOUTHEAST OF THE EXTENDED CENTER OF A GRAVELED ROAD LEADING WEST, 10.7
 NM1909'M (35.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.1 M
 NM1909'(3.6 FT) SOUTHEAST OF A UTILITY POLE, 0.3 M (1.0 FT) NORTHWEST OF A
 NM1909'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 NM1909'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1398 ***********************************************************************
 MJ1398  DESIGNATION -  S 182
 MJ1398  PID         -  MJ1398
 MJ1398  STATE/COUNTY-  IA/MILLS
 MJ1398  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ1398
 MJ1398                         *CURRENT SURVEY CONTROL
 MJ1398  ___________________________________________________________________
 MJ1398* NAD 83(1986)-  41 08 00.     (N)    095 48 55.     (W)     SCALED    
 MJ1398* NAVD 88     -       300.333  (meters)     985.34   (feet)  ADJUSTED  
 MJ1398  ___________________________________________________________________
 MJ1398  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 MJ1398  DYNAMIC HT  -         300.210 (meters)     984.94  (feet)  COMP
 MJ1398  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 MJ1398
 MJ1398  VERT ORDER  -  FIRST     CLASS II
 MJ1398
 MJ1398.The horizontal coordinates were scaled from a topographic map and have
 MJ1398.an estimated accuracy of +/- 6 seconds.
 MJ1398
 MJ1398.The orthometric height was determined by differential leveling
 MJ1398.and adjusted by the National Geodetic Survey in June 1991..
 MJ1398
 MJ1398.The geoid height was determined by GEOID03.
 MJ1398
 MJ1398.The dynamic height is computed by dividing the NAVD 88
 MJ1398.geopotential number by the normal gravity value computed on the
 MJ1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1398.degrees latitude (g = 980.6199 gals.).
 MJ1398
 MJ1398.The modeled gravity was interpolated from observed gravity values.
 MJ1398
 MJ1398;                    North         East    Units  Estimated Accuracy
 MJ1398;SPC IA S     -   128,440.      305,630.      MT  (+/- 180 meters Scaled)
 MJ1398
 MJ1398                          SUPERSEDED SURVEY CONTROL
 MJ1398
 MJ1398.No superseded survey control is available for this station.
 MJ1398
 MJ1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF636573(NAD 83)
 MJ1398_MARKER: I = METAL ROD
 MJ1398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1398_SP_SET: STAINLESS STEEL ROD
 MJ1398_STAMPING: S 182 1989
 MJ1398_MARK LOGO: NGS   
 MJ1398_PROJECTION: FLUSH
 MJ1398_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1398+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1398_ROD/PIPE-DEPTH: 12.8 meters
 MJ1398
 MJ1398  HISTORY     - Date     Condition        Report By
 MJ1398  HISTORY     - 1989     MONUMENTED       NGS
 MJ1398
 MJ1398                          STATION DESCRIPTION
 MJ1398
 MJ1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1398'13.0 KM (8.10 MI) NORTHERLY ALONG COUNTY ROAD L 31 FROM THE JUNCTION
 MJ1398'OF STATE HIGHWAY 385 BUSINESS IN PACIFIC JUNCTION, 11.3 M (37.1 FT)
 MJ1398'WEST OF THE CENTERLINE OF THE ROAD, 1.3 M (4.3 FT) BELOW THE LEVEL OF
 MJ1398'THE ROAD, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 MJ1398'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9292 ***********************************************************************
 AE9292  DESIGNATION -  S 183
 AE9292  PID         -  AE9292
 AE9292  STATE/COUNTY-  IA/HARRISON
 AE9292  USGS QUAD   -  PISGAH (1971)
 AE9292
 AE9292                         *CURRENT SURVEY CONTROL
 AE9292  ___________________________________________________________________
 AE9292* NAD 83(1986)-  41 47 01.     (N)    095 55 10.     (W)     SCALED    
 AE9292* NAVD 88     -       391.698  (meters)    1285.10   (feet)  ADJUSTED  
 AE9292  ___________________________________________________________________
 AE9292  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 AE9292  DYNAMIC HT  -         391.531 (meters)    1284.55  (feet)  COMP
 AE9292  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 AE9292
 AE9292  VERT ORDER  -  FIRST     CLASS II
 AE9292
 AE9292.The horizontal coordinates were scaled from a topographic map and have
 AE9292.an estimated accuracy of +/- 6 seconds.
 AE9292
 AE9292.The orthometric height was determined by differential leveling
 AE9292.and adjusted by the National Geodetic Survey in July 2002..
 AE9292
 AE9292.The geoid height was determined by GEOID03.
 AE9292
 AE9292.The dynamic height is computed by dividing the NAVD 88
 AE9292.geopotential number by the normal gravity value computed on the
 AE9292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9292.degrees latitude (g = 980.6199 gals.).
 AE9292
 AE9292.The modeled gravity was interpolated from observed gravity values.
 AE9292
 AE9292;                    North         East    Units  Estimated Accuracy
 AE9292;SPC IA S     -   200,870.      298,900.      MT  (+/- 180 meters Scaled)
 AE9292
 AE9292                          SUPERSEDED SURVEY CONTROL
 AE9292
 AE9292.No superseded survey control is available for this station.
 AE9292
 AE9292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG573298(NAD 83)
 AE9292_MARKER: I = METAL ROD
 AE9292_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9292_STAMPING: S 183 1997
 AE9292_MARK LOGO: NGS   
 AE9292_PROJECTION: FLUSH
 AE9292_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9292+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9292_ROD/PIPE-DEPTH: 14.6 meters
 AE9292_SLEEVE-DEPTH  : 0.9 meters
 AE9292
 AE9292  HISTORY     - Date     Condition        Report By
 AE9292  HISTORY     - 1997     MONUMENTED       NGS
 AE9292
 AE9292                          STATION DESCRIPTION
 AE9292
 AE9292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9292'5.2 KM (3.25 MI) EASTERLY ALONG MULBERRY STREET AND THEN 138TH TRAIL
 AE9292'FROM THE POST OFFICE IN LITTLE SIOUX, THENCE 3.2 KM (2.00 MI) EASTERLY
 AE9292'ALONG GENEVA PLACE, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG HILLSIDE
 AE9292'AVENUE, THENCE 2.0 KM (1.25 MI) EASTERLY ALONG 154TH TRAIL, 10.7 M
 AE9292'(35.1 FT) SOUTH OF THE TRAIL CENTER, 4.1 M (13.5 FT) WEST OF THE
 AE9292'CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT) NORTH OF A WITNESS
 AE9292'POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 AE9292'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 AE9292'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0158 ***********************************************************************
 OP0158  DESIGNATION -  S 19
 OP0158  PID         -  OP0158
 OP0158  STATE/COUNTY-  IA/EMMET
 OP0158  USGS QUAD   -  ESTHERVILLE (1972)
 OP0158
 OP0158                         *CURRENT SURVEY CONTROL
 OP0158  ___________________________________________________________________
 OP0158* NAD 83(1986)-  43 24 05.     (N)    094 50 21.     (W)     SCALED    
 OP0158* NAVD 88     -       393.162  (meters)    1289.90   (feet)  ADJUSTED  
 OP0158  ___________________________________________________________________
 OP0158  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 OP0158  DYNAMIC HT  -         393.053 (meters)    1289.54  (feet)  COMP
 OP0158  MODELED GRAV-     980,330.9   (mgal)                       NAVD 88
 OP0158
 OP0158  VERT ORDER  -  SECOND    CLASS 0
 OP0158
 OP0158.The horizontal coordinates were scaled from a topographic map and have
 OP0158.an estimated accuracy of +/- 6 seconds.
 OP0158
 OP0158.The orthometric height was determined by differential leveling
 OP0158.and adjusted by the National Geodetic Survey in June 1991..
 OP0158
 OP0158.The geoid height was determined by GEOID03.
 OP0158
 OP0158.The dynamic height is computed by dividing the NAVD 88
 OP0158.geopotential number by the normal gravity value computed on the
 OP0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0158.degrees latitude (g = 980.6199 gals.).
 OP0158
 OP0158.The modeled gravity was interpolated from observed gravity values.
 OP0158
 OP0158;                    North         East    Units  Estimated Accuracy
 OP0158;SPC IA N     - 1,212,070.    1,391,520.      MT  (+/- 180 meters Scaled)
 OP0158
 OP0158                          SUPERSEDED SURVEY CONTROL
 OP0158
 OP0158  NGVD 29 (??/??/92)  393.040  (m)         1289.50   (f) ADJ UNCH    2 0
 OP0158
 OP0158.Superseded values are not recommended for survey control.
 OP0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0158.See file dsdata.txt to determine how the superseded data were derived.
 OP0158
 OP0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ510070(NAD 83)
 OP0158_MARKER: DB = BENCH MARK DISK
 OP0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0158_STAMPING: S 19 1934
 OP0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0158+STABILITY: SURFACE MOTION
 OP0158
 OP0158  HISTORY     - Date     Condition        Report By
 OP0158  HISTORY     - 1934     MONUMENTED       CGS
 OP0158  HISTORY     - 1951     GOOD             NGS
 OP0158
 OP0158                          STATION DESCRIPTION
 OP0158
 OP0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OP0158'IN ESTHERVILLE.
 OP0158'AT ESTHERVILLE, EMMET COUNTY, AT THE CHICAGO, ROCK ISLAND AND PACIFIC
 OP0158'RAILROAD STATION, 168 FEET SOUTH OF THE CENTERLINE OF LINCOLN STREET,
 OP0158'127.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 14.5
 OP0158'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE STATION, INSIDE THE CURB
 OP0158'SURROUNDING THE STATION BUILDING AND IN LINE WITH THE SOUTHERLY FACE
 OP0158'OF THE STATION.  A STANDARD DISK, STAMPED S 19 1934 AND SET IN THE TOP
 OP0158'OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0076 ***********************************************************************
 NL0076  DESIGNATION -  S 2
 NL0076  PID         -  NL0076
 NL0076  STATE/COUNTY-  IA/WEBSTER
 NL0076  USGS QUAD   -  FORT DODGE SOUTH (1965)
 NL0076
 NL0076                         *CURRENT SURVEY CONTROL
 NL0076  ___________________________________________________________________
 NL0076* NAD 83(1986)-  42 29 26.     (N)    094 10 52.     (W)     SCALED    
 NL0076* NAVD 88     -       303.376  (meters)     995.33   (feet)  ADJUSTED  
 NL0076  ___________________________________________________________________
 NL0076  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 NL0076  DYNAMIC HT  -         303.282 (meters)     995.02  (feet)  COMP
 NL0076  MODELED GRAV-     980,304.8   (mgal)                       NAVD 88
 NL0076
 NL0076  VERT ORDER  -  FIRST     CLASS II
 NL0076
 NL0076.The horizontal coordinates were scaled from a topographic map and have
 NL0076.an estimated accuracy of +/- 6 seconds.
 NL0076
 NL0076.The orthometric height was determined by differential leveling
 NL0076.and adjusted by the National Geodetic Survey in June 1991..
 NL0076.WARNING-Repeat measurements at this control monument indicate possible
 NL0076.vertical movement.
 NL0076
 NL0076.The geoid height was determined by GEOID03.
 NL0076
 NL0076.The dynamic height is computed by dividing the NAVD 88
 NL0076.geopotential number by the normal gravity value computed on the
 NL0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0076.degrees latitude (g = 980.6199 gals.).
 NL0076
 NL0076.The modeled gravity was interpolated from observed gravity values.
 NL0076
 NL0076;                    North         East    Units  Estimated Accuracy
 NL0076;SPC IA N     - 1,110,250.    1,444,010.      MT  (+/- 180 meters Scaled)
 NL0076
 NL0076                          SUPERSEDED SURVEY CONTROL
 NL0076
 NL0076  NGVD 29 (??/??/92)  303.348  (m)          995.23   (f) ADJ UNCH    1 2
 NL0076
 NL0076.Superseded values are not recommended for survey control.
 NL0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0076.See file dsdata.txt to determine how the superseded data were derived.
 NL0076
 NL0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH029049(NAD 83)
 NL0076_MARKER: DB = BENCH MARK DISK
 NL0076_SETTING: 0 = UNSPECIFIED SETTING
 NL0076_STAMPING: 995.234 S 2 1930
 NL0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0076
 NL0076  HISTORY     - Date     Condition        Report By
 NL0076  HISTORY     - 1930     MONUMENTED       CGS
 NL0076  HISTORY     - 1953     GOOD             NGS
 NL0076
 NL0076                          STATION DESCRIPTION
 NL0076
 NL0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 NL0076'AT FORT DODGE.
 NL0076'AT FORT DODGE, WEBSTER COUNTY, IN THE MINNEAPOLIS AND ST. LOUIS
 NL0076'RAILROAD YARDS, 300 YARDS SOUTH OF THE RAILROAD SHOPS.  A
 NL0076'STANDARD DISK, STAMPED 995.234 S 2 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0567 ***********************************************************************
 OP0567  DESIGNATION -  S 20
 OP0567  PID         -  OP0567
 OP0567  STATE/COUNTY-  IA/OSCEOLA
 OP0567  USGS QUAD   -  OCHEYEDAN (1972)
 OP0567
 OP0567                         *CURRENT SURVEY CONTROL
 OP0567  ___________________________________________________________________
 OP0567* NAD 83(1986)-  43 25 15.     (N)    095 31 42.     (W)     SCALED    
 OP0567* NAVD 88     -       472.937  (meters)    1551.63   (feet)  ADJUSTED  
 OP0567  ___________________________________________________________________
 OP0567  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 OP0567  DYNAMIC HT  -         472.813 (meters)    1551.22  (feet)  COMP
 OP0567  MODELED GRAV-     980,342.9   (mgal)                       NAVD 88
 OP0567
 OP0567  VERT ORDER  -  SECOND    CLASS 0
 OP0567
 OP0567.The horizontal coordinates were scaled from a topographic map and have
 OP0567.an estimated accuracy of +/- 6 seconds.
 OP0567
 OP0567.The orthometric height was determined by differential leveling
 OP0567.and adjusted by the National Geodetic Survey in June 1991..
 OP0567
 OP0567.The geoid height was determined by GEOID03.
 OP0567
 OP0567.The dynamic height is computed by dividing the NAVD 88
 OP0567.geopotential number by the normal gravity value computed on the
 OP0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0567.degrees latitude (g = 980.6199 gals.).
 OP0567
 OP0567.The modeled gravity was interpolated from observed gravity values.
 OP0567
 OP0567;                    North         East    Units  Estimated Accuracy
 OP0567;SPC IA N     - 1,215,340.    1,335,750.      MT  (+/- 180 meters Scaled)
 OP0567
 OP0567                          SUPERSEDED SURVEY CONTROL
 OP0567
 OP0567  NGVD 29 (??/??/92)  472.755  (m)         1551.03   (f) ADJ UNCH    2 0
 OP0567
 OP0567.Superseded values are not recommended for survey control.
 OP0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0567.See file dsdata.txt to determine how the superseded data were derived.
 OP0567
 OP0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ953106(NAD 83)
 OP0567_MARKER: DB = BENCH MARK DISK
 OP0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0567_STAMPING: S 20 1934
 OP0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0567+STABILITY: SURFACE MOTION
 OP0567
 OP0567  HISTORY     - Date     Condition        Report By
 OP0567  HISTORY     - 1934     MONUMENTED       CGS
 OP0567
 OP0567                          STATION DESCRIPTION
 OP0567
 OP0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0567'IN OCHEYEDAN.
 OP0567'AT OCHEYEDAN, OSCEOLA COUNTY, 0.3 MILE EAST OF THE CHICAGO, ROCK
 OP0567'ISLAND AND PACIFIC RAILWAY STATION, 12 POLES EAST OF MILEPOST 246, 85
 OP0567'YARDS EAST OF THE EAST END OF THE SIDETRACK, 46.1 FEET SOUTH OF THE
 OP0567'SOUTH RAIL, 53 FEET SOUTH OF THE CENTER OF A DIRT-ROAD CROSSING, 24
 OP0567'FEET EAST OF A WIRE FENCE, AND 1.5 FEET NORTH OF THE RIGHT-OF-WAY
 OP0567'FENCE LINE.  A STANDARD DISK, STAMPED S 20 1934 AND SET IN THE TOP OF
 OP0567'A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0242 ***********************************************************************
 NL0242  DESIGNATION -  S 22
 NL0242  PID         -  NL0242
 NL0242  STATE/COUNTY-  IA/POCAHONTAS
 NL0242  USGS QUAD   -  VARINA (1979)
 NL0242
 NL0242                         *CURRENT SURVEY CONTROL
 NL0242  ___________________________________________________________________
 NL0242* NAD 83(1986)-  42 41 31.     (N)    094 54 37.     (W)     SCALED    
 NL0242* NAVD 88     -       385.762  (meters)    1265.62   (feet)  ADJUSTED  
 NL0242  ___________________________________________________________________
 NL0242  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 NL0242  DYNAMIC HT  -         385.632 (meters)    1265.19  (feet)  COMP
 NL0242  MODELED GRAV-     980,272.3   (mgal)                       NAVD 88
 NL0242
 NL0242  VERT ORDER  -  SECOND    CLASS 0
 NL0242
 NL0242.The horizontal coordinates were scaled from a topographic map and have
 NL0242.an estimated accuracy of +/- 6 seconds.
 NL0242
 NL0242.The orthometric height was determined by differential leveling
 NL0242.and adjusted by the National Geodetic Survey in June 1991..
 NL0242
 NL0242.The geoid height was determined by GEOID03.
 NL0242
 NL0242.The dynamic height is computed by dividing the NAVD 88
 NL0242.geopotential number by the normal gravity value computed on the
 NL0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0242.degrees latitude (g = 980.6199 gals.).
 NL0242
 NL0242.The modeled gravity was interpolated from observed gravity values.
 NL0242
 NL0242;                    North         East    Units  Estimated Accuracy
 NL0242;SPC IA N     - 1,133,360.    1,384,440.      MT  (+/- 180 meters Scaled)
 NL0242
 NL0242                          SUPERSEDED SURVEY CONTROL
 NL0242
 NL0242  NGVD 29 (??/??/92)  385.671  (m)         1265.32   (f) ADJ UNCH    2 0
 NL0242
 NL0242.Superseded values are not recommended for survey control.
 NL0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0242.See file dsdata.txt to determine how the superseded data were derived.
 NL0242
 NL0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH435283(NAD 83)
 NL0242_MARKER: DB = BENCH MARK DISK
 NL0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0242_STAMPING: S 22 1934
 NL0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0242+STABILITY: SURFACE MOTION
 NL0242
 NL0242  HISTORY     - Date     Condition        Report By
 NL0242  HISTORY     - 1934     MONUMENTED       CGS
 NL0242  HISTORY     - 1974     MARK NOT FOUND   NGS
 NL0242
 NL0242                          STATION DESCRIPTION
 NL0242
 NL0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0242'6.5 MI S FROM ALBERT CITY.
 NL0242'IN POCAHONTAS COUNTY, 6.5 MILES SOUTH ALONG THE CHICAGO,
 NL0242'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT
 NL0242'ALBERT CITY, BUENA VISTA COUNTY, 46 FEET EAST OF THE EAST RAIL,
 NL0242'AND 1.7 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 NL0242'STAMPED S 22 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0242'PROJECTING 5 INCHES ABOVE GROUND.
 NL0242
 NL0242                          STATION RECOVERY (1974)
 NL0242
 NL0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NL0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0255 ***********************************************************************
 NL0255  DESIGNATION -  S 23
 NL0255  PID         -  NL0255
 NL0255  STATE/COUNTY-  IA/BUENA VISTA
 NL0255  USGS QUAD   -  STORM LAKE (1979)
 NL0255
 NL0255                         *CURRENT SURVEY CONTROL
 NL0255  ___________________________________________________________________
 NL0255* NAD 83(1986)-  42 37 44.     (N)    095 07 51.     (W)     SCALED    
 NL0255* NAVD 88     -       422.881  (meters)    1387.40   (feet)  ADJUSTED  
 NL0255  ___________________________________________________________________
 NL0255  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 NL0255  DYNAMIC HT  -         422.735 (meters)    1386.92  (feet)  COMP
 NL0255  MODELED GRAV-     980,263.7   (mgal)                       NAVD 88
 NL0255
 NL0255  VERT ORDER  -  SECOND    CLASS 0
 NL0255
 NL0255.The horizontal coordinates were scaled from a topographic map and have
 NL0255.an estimated accuracy of +/- 6 seconds.
 NL0255
 NL0255.The orthometric height was determined by differential leveling
 NL0255.and adjusted by the National Geodetic Survey in June 1991..
 NL0255
 NL0255.The geoid height was determined by GEOID03.
 NL0255
 NL0255.The dynamic height is computed by dividing the NAVD 88
 NL0255.geopotential number by the normal gravity value computed on the
 NL0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0255.degrees latitude (g = 980.6199 gals.).
 NL0255
 NL0255.The modeled gravity was interpolated from observed gravity values.
 NL0255
 NL0255;                    North         East    Units  Estimated Accuracy
 NL0255;SPC IA N     - 1,126,680.    1,366,240.      MT  (+/- 180 meters Scaled)
 NL0255
 NL0255                          SUPERSEDED SURVEY CONTROL
 NL0255
 NL0255  NGVD 29 (??/??/92)  422.753  (m)         1386.98   (f) ADJ UNCH    2 0
 NL0255
 NL0255.Superseded values are not recommended for survey control.
 NL0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0255.See file dsdata.txt to determine how the superseded data were derived.
 NL0255
 NL0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH252218(NAD 83)
 NL0255_MARKER: DB = BENCH MARK DISK
 NL0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0255_STAMPING: S 23 1934
 NL0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0255+STABILITY: SURFACE MOTION
 NL0255
 NL0255  HISTORY     - Date     Condition        Report By
 NL0255  HISTORY     - 1934     MONUMENTED       CGS
 NL0255  HISTORY     - 1974     MARK NOT FOUND   NGS
 NL0255  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0255
 NL0255                          STATION DESCRIPTION
 NL0255
 NL0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0255'1.8 MI W FROM SULPHUR SPRINGS.
 NL0255'1.8 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0255'STATION AT SULPHUR SPRINGS, 3.5 MILES EAST OF STORM LAKE, 62
 NL0255'FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 36.3 FEET
 NL0255'SOUTH OF THE SOUTH RAIL, 8.4 FEET NORTHEAST OF A CORNER FENCE
 NL0255'POST, AND 3 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED
 NL0255'S 23 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NL0255'4 INCHES ABOVE GROUND.  NOTE-- IT WAS REPORTED IN SEPTEMBER 1936
 NL0255'THAT THIS BENCH MARK HAD MOVED.
 NL0255
 NL0255                          STATION RECOVERY (1974)
 NL0255
 NL0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NL0255'MARK NOT FOUND.
 NL0255
 NL0255                          STATION RECOVERY (2000)
 NL0255
 NL0255'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0255'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0471 ***********************************************************************
 NL0471  DESIGNATION -  S 24
 NL0471  PID         -  NL0471
 NL0471  STATE/COUNTY-  IA/CHEROKEE
 NL0471  USGS QUAD   -  CLEGHORN (1969)
 NL0471
 NL0471                         *CURRENT SURVEY CONTROL
 NL0471  ___________________________________________________________________
 NL0471* NAD 83(1986)-  42 47 50.     (N)    095 38 30.     (W)     SCALED    
 NL0471* NAVD 88     -       430.764  (meters)    1413.26   (feet)  ADJUSTED  
 NL0471  ___________________________________________________________________
 NL0471  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 NL0471  DYNAMIC HT  -         430.624 (meters)    1412.81  (feet)  COMP
 NL0471  MODELED GRAV-     980,282.7   (mgal)                       NAVD 88
 NL0471
 NL0471  VERT ORDER  -  SECOND    CLASS 0
 NL0471
 NL0471.The horizontal coordinates were scaled from a topographic map and have
 NL0471.an estimated accuracy of +/- 6 seconds.
 NL0471
 NL0471.The orthometric height was determined by differential leveling
 NL0471.and adjusted by the National Geodetic Survey in June 1991..
 NL0471
 NL0471.The geoid height was determined by GEOID03.
 NL0471
 NL0471.The dynamic height is computed by dividing the NAVD 88
 NL0471.geopotential number by the normal gravity value computed on the
 NL0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0471.degrees latitude (g = 980.6199 gals.).
 NL0471
 NL0471.The modeled gravity was interpolated from observed gravity values.
 NL0471
 NL0471;                    North         East    Units  Estimated Accuracy
 NL0471;SPC IA N     - 1,146,310.    1,324,820.      MT  (+/- 180 meters Scaled)
 NL0471
 NL0471                          SUPERSEDED SURVEY CONTROL
 NL0471
 NL0471  NGVD 29 (??/??/92)  430.584  (m)         1412.67   (f) ADJ UNCH    2 0
 NL0471
 NL0471.Superseded values are not recommended for survey control.
 NL0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0471.See file dsdata.txt to determine how the superseded data were derived.
 NL0471
 NL0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH839416(NAD 83)
 NL0471_MARKER: DB = BENCH MARK DISK
 NL0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0471_STAMPING: S 24 1934
 NL0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0471+STABILITY: SURFACE MOTION
 NL0471
 NL0471  HISTORY     - Date     Condition        Report By
 NL0471  HISTORY     - 1934     MONUMENTED       CGS
 NL0471  HISTORY     - 1971     MARK NOT FOUND   NGS
 NL0471
 NL0471                          STATION DESCRIPTION
 NL0471
 NL0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0471'0.4 MI W FROM MERIDEN.
 NL0471'0.4 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0471'STATION AT MERIDEN, CHEROKEE COUNTY, 0.2 MILE WEST OF MILEPOST
 NL0471'457, AT A ROAD CROSSING, 38 FEET EAST OF THE CENTERLINE OF THE
 NL0471'ROAD, 48 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND
 NL0471'2.8 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 NL0471'S 24 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NL0471'INCHES ABOVE GROUND.
 NL0471
 NL0471                          STATION RECOVERY (1971)
 NL0471
 NL0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NL0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0586 ***********************************************************************
 OP0586  DESIGNATION -  S 26
 OP0586  PID         -  OP0586
 OP0586  STATE/COUNTY-  IA/O BRIEN
 OP0586  USGS QUAD   -  PRIMGHAR (1964)
 OP0586
 OP0586                         *CURRENT SURVEY CONTROL
 OP0586  ___________________________________________________________________
 OP0586* NAD 83(1986)-  43 06 52.     (N)    095 44 46.     (W)     SCALED    
 OP0586* NAVD 88     -       449.332  (meters)    1474.18   (feet)  ADJUSTED  
 OP0586  ___________________________________________________________________
 OP0586  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 OP0586  DYNAMIC HT  -         449.200 (meters)    1473.75  (feet)  COMP
 OP0586  MODELED GRAV-     980,311.4   (mgal)                       NAVD 88
 OP0586
 OP0586  VERT ORDER  -  SECOND    CLASS 0
 OP0586
 OP0586.The horizontal coordinates were scaled from a topographic map and have
 OP0586.an estimated accuracy of +/- 6 seconds.
 OP0586
 OP0586.The orthometric height was determined by differential leveling
 OP0586.and adjusted by the National Geodetic Survey in June 1991..
 OP0586
 OP0586.The geoid height was determined by GEOID03.
 OP0586
 OP0586.The dynamic height is computed by dividing the NAVD 88
 OP0586.geopotential number by the normal gravity value computed on the
 OP0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0586.degrees latitude (g = 980.6199 gals.).
 OP0586
 OP0586.The modeled gravity was interpolated from observed gravity values.
 OP0586
 OP0586;                    North         East    Units  Estimated Accuracy
 OP0586;SPC IA N     - 1,181,760.    1,317,220.      MT  (+/- 180 meters Scaled)
 OP0586
 OP0586                          SUPERSEDED SURVEY CONTROL
 OP0586
 OP0586  NGVD 29 (??/??/92)  449.135  (m)         1473.54   (f) ADJ UNCH    2 0
 OP0586
 OP0586.Superseded values are not recommended for survey control.
 OP0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0586.See file dsdata.txt to determine how the superseded data were derived.
 OP0586
 OP0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH765771(NAD 83)
 OP0586_MARKER: DB = BENCH MARK DISK
 OP0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0586_STAMPING: S 26 1934
 OP0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0586+STABILITY: SURFACE MOTION
 OP0586
 OP0586  HISTORY     - Date     Condition        Report By
 OP0586  HISTORY     - 1934     MONUMENTED       CGS
 OP0586
 OP0586                          STATION DESCRIPTION
 OP0586
 OP0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0586'IN ARCHER.
 OP0586'AT ARCHER, OBRIEN COUNTY, 70 YARDS SOUTHEAST OF THE ILLINOIS CENTRAL
 OP0586'RAILROAD STATION, AT A ROAD CROSSING, 82 FEET SOUTHWEST OF THE
 OP0586'CENTERLINE OF THE ROAD, 69.5 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 OP0586'TRACK, 55.4 FEET WEST OF A CORNER FENCE POST, AND 1.8 FEET NORTH OF A
 OP0586'FENCE.  A STANDARD DISK, STAMPED S 26 1934 AND SET IN THE TOP OF A
 OP0586'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0465 ***********************************************************************
 NK0465  DESIGNATION -  S 28
 NK0465  PID         -  NK0465
 NK0465  STATE/COUNTY-  IA/WRIGHT
 NK0465  USGS QUAD   -  DOWS WEST (1978)
 NK0465
 NK0465                         *CURRENT SURVEY CONTROL
 NK0465  ___________________________________________________________________
 NK0465* NAD 83(1986)-  42 44 17.     (N)    093 34 01.     (W)     SCALED    
 NK0465* NAVD 88     -       361.428  (meters)    1185.79   (feet)  ADJUSTED  
 NK0465  ___________________________________________________________________
 NK0465  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 NK0465  DYNAMIC HT  -         361.352 (meters)    1185.54  (feet)  COMP
 NK0465  MODELED GRAV-     980,397.8   (mgal)                       NAVD 88
 NK0465
 NK0465  VERT ORDER  -  SECOND    CLASS 0
 NK0465
 NK0465.The horizontal coordinates were scaled from a topographic map and have
 NK0465.an estimated accuracy of +/- 6 seconds.
 NK0465
 NK0465.The orthometric height was determined by differential leveling
 NK0465.and adjusted by the National Geodetic Survey in June 1991..
 NK0465
 NK0465.The geoid height was determined by GEOID03.
 NK0465
 NK0465.The dynamic height is computed by dividing the NAVD 88
 NK0465.geopotential number by the normal gravity value computed on the
 NK0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0465.degrees latitude (g = 980.6199 gals.).
 NK0465
 NK0465.The modeled gravity was interpolated from observed gravity values.
 NK0465
 NK0465;                    North         East    Units  Estimated Accuracy
 NK0465;SPC IA N     - 1,137,520.    1,494,520.      MT  (+/- 180 meters Scaled)
 NK0465
 NK0465                          SUPERSEDED SURVEY CONTROL
 NK0465
 NK0465  NGVD 29 (??/??/92)  361.434  (m)         1185.80   (f) ADJ UNCH    2 0
 NK0465
 NK0465.Superseded values are not recommended for survey control.
 NK0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0465.See file dsdata.txt to determine how the superseded data were derived.
 NK0465
 NK0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH535318(NAD 83)
 NK0465_MARKER: DB = BENCH MARK DISK
 NK0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0465_STAMPING: S 28 1934
 NK0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0465+STABILITY: SURFACE MOTION
 NK0465
 NK0465  HISTORY     - Date     Condition        Report By
 NK0465  HISTORY     - 1934     MONUMENTED       CGS
 NK0465  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0465
 NK0465                          STATION DESCRIPTION
 NK0465
 NK0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0465'0.8 MI W FROM ROWAN.
 NK0465'0.8 MILE WEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 NK0465'STATION AT ROWAN, WRIGHT COUNTY, 0.2 MILE EAST OF A COUNTY
 NK0465'HIGHWAY OVERPASS, 69.3 FEET SOUTH OF THE SOUTH RAIL, AND 1.5
 NK0465'FEET NORTH OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, TAMPED S
 NK0465'28 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 NK0465'ABOVE GROUND.
 NK0465
 NK0465                          STATION RECOVERY (1974)
 NK0465
 NK0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0155 ***********************************************************************
 NK0155  DESIGNATION -  S 29
 NK0155  PID         -  NK0155
 NK0155  STATE/COUNTY-  IA/BUTLER
 NK0155  USGS QUAD   -  ALLISON (1972)
 NK0155
 NK0155                         *CURRENT SURVEY CONTROL
 NK0155  ___________________________________________________________________
 NK0155* NAD 83(1986)-  42 45 32.     (N)    092 45 47.     (W)     SCALED    
 NK0155* NAVD 88     -       321.397  (meters)    1054.45   (feet)  ADJUSTED  
 NK0155  ___________________________________________________________________
 NK0155  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 NK0155  DYNAMIC HT  -         321.282 (meters)    1054.07  (feet)  COMP
 NK0155  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 NK0155
 NK0155  VERT ORDER  -  SECOND    CLASS 0
 NK0155
 NK0155.The horizontal coordinates were scaled from a topographic map and have
 NK0155.an estimated accuracy of +/- 6 seconds.
 NK0155
 NK0155.The orthometric height was determined by differential leveling
 NK0155.and adjusted by the National Geodetic Survey in June 1991..
 NK0155
 NK0155.The geoid height was determined by GEOID03.
 NK0155
 NK0155.The dynamic height is computed by dividing the NAVD 88
 NK0155.geopotential number by the normal gravity value computed on the
 NK0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0155.degrees latitude (g = 980.6199 gals.).
 NK0155
 NK0155.The modeled gravity was interpolated from observed gravity values.
 NK0155
 NK0155;                    North         East    Units  Estimated Accuracy
 NK0155;SPC IA N     - 1,140,100.    1,560,320.      MT  (+/- 180 meters Scaled)
 NK0155
 NK0155                          SUPERSEDED SURVEY CONTROL
 NK0155
 NK0155  NGVD 29 (??/??/92)  321.376  (m)         1054.38   (f) ADJ UNCH    2 0
 NK0155
 NK0155.Superseded values are not recommended for survey control.
 NK0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0155.See file dsdata.txt to determine how the superseded data were derived.
 NK0155
 NK0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH193340(NAD 83)
 NK0155_MARKER: DB = BENCH MARK DISK
 NK0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0155_STAMPING: S 29 1934
 NK0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0155+STABILITY: SURFACE MOTION
 NK0155
 NK0155  HISTORY     - Date     Condition        Report By
 NK0155  HISTORY     - 1934     MONUMENTED       CGS
 NK0155  HISTORY     - 1971     GOOD             NGS
 NK0155
 NK0155                          STATION DESCRIPTION
 NK0155
 NK0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0155'1.4 MI E FROM ALLISON.
 NK0155'1.4 MILES EAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 NK0155'STATION AT ALLISON, BUTLER COUNTY, 9.0 FEET WEST OF THE
 NK0155'TWENTIETH POLE WEST OF MILEPOST 293, 55.5 FEET SOUTH OF THE
 NK0155'CROSSING OF AN EAST-AND-WEST SECTION ROAD, 45.8 FEET SOUTH OF
 NK0155'THE SOUTH RAIL, AND 1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 NK0155'A STANDARD DISK, STAMPED S 29 1934 AND SET IN THE TOP OF A
 NK0155'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 NK0155
 NK0155                          STATION RECOVERY (1971)
 NK0155
 NK0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NK0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0069 ***********************************************************************
 MJ0069  DESIGNATION -  S 3
 MJ0069  PID         -  MJ0069
 MJ0069  STATE/COUNTY-  IA/BOONE
 MJ0069  USGS QUAD   -  RIPPEY (1982)
 MJ0069
 MJ0069                         *CURRENT SURVEY CONTROL
 MJ0069  ___________________________________________________________________
 MJ0069* NAD 83(1986)-  41 52 41.     (N)    094 08 43.     (W)     SCALED    
 MJ0069* NAVD 88     -       308.870  (meters)    1013.35   (feet)  ADJUSTED  
 MJ0069  ___________________________________________________________________
 MJ0069  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 MJ0069  DYNAMIC HT  -         308.766 (meters)    1013.01  (feet)  COMP
 MJ0069  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 MJ0069
 MJ0069  VERT ORDER  -  FIRST     CLASS II
 MJ0069
 MJ0069.The horizontal coordinates were scaled from a topographic map and have
 MJ0069.an estimated accuracy of +/- 6 seconds.
 MJ0069
 MJ0069.The orthometric height was determined by differential leveling
 MJ0069.and adjusted by the National Geodetic Survey in June 1991..
 MJ0069
 MJ0069.The geoid height was determined by GEOID03.
 MJ0069
 MJ0069.The dynamic height is computed by dividing the NAVD 88
 MJ0069.geopotential number by the normal gravity value computed on the
 MJ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0069.degrees latitude (g = 980.6199 gals.).
 MJ0069
 MJ0069.The modeled gravity was interpolated from observed gravity values.
 MJ0069
 MJ0069;                    North         East    Units  Estimated Accuracy
 MJ0069;SPC IA N     - 1,042,200.    1,446,440.      MT  (+/- 180 meters Scaled)
 MJ0069
 MJ0069                          SUPERSEDED SURVEY CONTROL
 MJ0069
 MJ0069  NGVD 29 (??/??/92)  308.840  (m)         1013.25   (f) ADJ UNCH    1 2
 MJ0069
 MJ0069.Superseded values are not recommended for survey control.
 MJ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0069.See file dsdata.txt to determine how the superseded data were derived.
 MJ0069
 MJ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG049368(NAD 83)
 MJ0069_MARKER: DB = BENCH MARK DISK
 MJ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0069_STAMPING: 1013.253 S 3 1930
 MJ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0069+STABILITY: SURFACE MOTION
 MJ0069
 MJ0069  HISTORY     - Date     Condition        Report By
 MJ0069  HISTORY     - 1930     MONUMENTED       CGS
 MJ0069  HISTORY     - 1934     GOOD             NGS
 MJ0069  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0069
 MJ0069                          STATION DESCRIPTION
 MJ0069
 MJ0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MJ0069'AT ANGUS.
 MJ0069'AT ANGUS, BOONE COUNTY, 0.6 MILE SOUTHEAST ALONG THE MINNEAPOLIS
 MJ0069'AND ST. LOUIS RAILROAD FROM THE STATION, AT A ROAD CROSSING NEAR
 MJ0069'A SMALL SCHOOLHOUSE, 16 FEET WEST OF THE WEST FENCE LINE OF THE
 MJ0069'ROAD FENCED 50 FEET WIDE, AND 23 FEET SOUTHWEST OF THE CENTERLINE
 MJ0069'OF THE TRACK.  A STANDARD DISK, STAMPED 1013.253 S 3 1930 AND
 MJ0069'SET IN THE TOP OF A CONCRETE POST.
 MJ0069
 MJ0069                          STATION RECOVERY (1980)
 MJ0069
 MJ0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0069'THE MEASUREMENTS PLACE THE MARK IN A LOW AREA AND THE SCHOOL IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0132 ***********************************************************************
 NK0132  DESIGNATION -  S 30
 NK0132  PID         -  NK0132
 NK0132  STATE/COUNTY-  IA/GRUNDY
 NK0132  USGS QUAD   -  HOLLAND (1979)
 NK0132
 NK0132                         *CURRENT SURVEY CONTROL
 NK0132  ___________________________________________________________________
 NK0132* NAD 83(1986)-  42 25 17.     (N)    092 52 26.     (W)     SCALED    
 NK0132* NAVD 88     -       319.311  (meters)    1047.61   (feet)  ADJUSTED  
 NK0132  ___________________________________________________________________
 NK0132  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 NK0132  DYNAMIC HT  -         319.185 (meters)    1047.19  (feet)  COMP
 NK0132  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 NK0132
 NK0132  VERT ORDER  -  SECOND    CLASS 0
 NK0132
 NK0132.The horizontal coordinates were scaled from a topographic map and have
 NK0132.an estimated accuracy of +/- 6 seconds.
 NK0132
 NK0132.The orthometric height was determined by differential leveling
 NK0132.and adjusted by the National Geodetic Survey in June 1991..
 NK0132
 NK0132.The geoid height was determined by GEOID03.
 NK0132
 NK0132.The dynamic height is computed by dividing the NAVD 88
 NK0132.geopotential number by the normal gravity value computed on the
 NK0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0132.degrees latitude (g = 980.6199 gals.).
 NK0132
 NK0132.The modeled gravity was interpolated from observed gravity values.
 NK0132
 NK0132;                    North         East    Units  Estimated Accuracy
 NK0132;SPC IA N     - 1,102,540.    1,551,530.      MT  (+/- 180 meters Scaled)
 NK0132
 NK0132                          SUPERSEDED SURVEY CONTROL
 NK0132
 NK0132  NGVD 29 (??/??/92)  319.282  (m)         1047.51   (f) ADJ UNCH    2 0
 NK0132
 NK0132.Superseded values are not recommended for survey control.
 NK0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0132.See file dsdata.txt to determine how the superseded data were derived.
 NK0132
 NK0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG103965(NAD 83)
 NK0132_MARKER: DB = BENCH MARK DISK
 NK0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0132_SP_SET: CONCRETE POST
 NK0132_STAMPING: S 30 1934
 NK0132_MARK LOGO: CGS   
 NK0132_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0132+STABILITY: SURFACE MOTION
 NK0132
 NK0132  HISTORY     - Date     Condition        Report By
 NK0132  HISTORY     - 1934     MONUMENTED       CGS
 NK0132  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0132  HISTORY     - 19851017 MARK NOT FOUND   LOCENG
 NK0132
 NK0132                          STATION DESCRIPTION
 NK0132
 NK0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0132'4 MI NW FROM HOLLAND.
 NK0132'4 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0132'RAILWAY FROM THE STATION AT HOLLAND, GRUNDY COUNTY, 43 FEET
 NK0132'SOUTHWEST OF THE SOUTHWEST RAIL, AND 3.8 FEET NORTHEAST OF THE
 NK0132'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 30 1934 AND SET
 NK0132'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 NK0132'GROUND.
 NK0132
 NK0132                          STATION RECOVERY (1974)
 NK0132
 NK0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0132'MARK NOT FOUND.
 NK0132
 NK0132                          STATION RECOVERY (1985)
 NK0132
 NK0132'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985
 NK0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0428 ***********************************************************************
 NK0428  DESIGNATION -  S 31
 NK0428  PID         -  NK0428
 NK0428  STATE/COUNTY-  IA/HAMILTON
 NK0428  USGS QUAD   -  BLAIRSBURG (1978)
 NK0428
 NK0428                         *CURRENT SURVEY CONTROL
 NK0428  ___________________________________________________________________
 NK0428* NAD 83(1986)-  42 28 53.     (N)    093 38 31.     (W)     SCALED    
 NK0428* NAVD 88     -       374.244  (meters)    1227.83   (feet)  ADJUSTED  
 NK0428  ___________________________________________________________________
 NK0428  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 NK0428  DYNAMIC HT  -         374.159 (meters)    1227.55  (feet)  COMP
 NK0428  MODELED GRAV-     980,382.3   (mgal)                       NAVD 88
 NK0428
 NK0428  VERT ORDER  -  SECOND    CLASS 0
 NK0428
 NK0428.The horizontal coordinates were scaled from a topographic map and have
 NK0428.an estimated accuracy of +/- 6 seconds.
 NK0428
 NK0428.The orthometric height was determined by differential leveling
 NK0428.and adjusted by the National Geodetic Survey in June 1991..
 NK0428
 NK0428.The geoid height was determined by GEOID03.
 NK0428
 NK0428.The dynamic height is computed by dividing the NAVD 88
 NK0428.geopotential number by the normal gravity value computed on the
 NK0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0428.degrees latitude (g = 980.6199 gals.).
 NK0428
 NK0428.The modeled gravity was interpolated from observed gravity values.
 NK0428
 NK0428;                    North         East    Units  Estimated Accuracy
 NK0428;SPC IA N     - 1,109,020.    1,488,330.      MT  (+/- 180 meters Scaled)
 NK0428
 NK0428                          SUPERSEDED SURVEY CONTROL
 NK0428
 NK0428  NGVD 29 (??/??/92)  374.250  (m)         1227.85   (f) ADJ UNCH    2 0
 NK0428
 NK0428.Superseded values are not recommended for survey control.
 NK0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0428.See file dsdata.txt to determine how the superseded data were derived.
 NK0428
 NK0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH472034(NAD 83)
 NK0428_MARKER: DB = BENCH MARK DISK
 NK0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0428_STAMPING: S 31 1934
 NK0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0428+STABILITY: SURFACE MOTION
 NK0428
 NK0428  HISTORY     - Date     Condition        Report By
 NK0428  HISTORY     - 1934     MONUMENTED       CGS
 NK0428  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0428
 NK0428                          STATION DESCRIPTION
 NK0428
 NK0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0428'AT BLAIRSBURG.
 NK0428'AT BLAIRSBURG, 78 YARDS WEST OF THE ILLINOIS CENTRAL RAILROAD
 NK0428'STATION, 33.5 FEET SOUTH OF THE SOUTH RAIL OF THE SIDETRACK, AND
 NK0428'19.5 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.  A STANDARD
 NK0428'DISK, STAMPED S 31 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0428'PROJECTING 2 INCHES ABOVE GROUND.
 NK0428
 NK0428                          STATION RECOVERY (1974)
 NK0428
 NK0428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0373 ***********************************************************************
 NK0373  DESIGNATION -  S 32
 NK0373  PID         -  NK0373
 NK0373  STATE/COUNTY-  IA/BOONE
 NK0373  USGS QUAD   -  BOONE EAST (1976)
 NK0373
 NK0373                         *CURRENT SURVEY CONTROL
 NK0373  ___________________________________________________________________
 NK0373* NAD 83(1986)-  42 03 00.     (N)    093 47 43.     (W)     SCALED    
 NK0373* NAVD 88     -       343.467  (meters)    1126.86   (feet)  ADJUSTED  
 NK0373  ___________________________________________________________________
 NK0373  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 NK0373  DYNAMIC HT  -         343.361 (meters)    1126.51  (feet)  COMP
 NK0373  MODELED GRAV-     980,302.7   (mgal)                       NAVD 88
 NK0373
 NK0373  VERT ORDER  -  SECOND    CLASS 0
 NK0373
 NK0373.The horizontal coordinates were scaled from a topographic map and have
 NK0373.an estimated accuracy of +/- 6 seconds.
 NK0373
 NK0373.The orthometric height was determined by differential leveling
 NK0373.and adjusted by the National Geodetic Survey in June 1991..
 NK0373
 NK0373.The geoid height was determined by GEOID03.
 NK0373
 NK0373.The dynamic height is computed by dividing the NAVD 88
 NK0373.geopotential number by the normal gravity value computed on the
 NK0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0373.degrees latitude (g = 980.6199 gals.).
 NK0373
 NK0373.The modeled gravity was interpolated from observed gravity values.
 NK0373
 NK0373;                    North         East    Units  Estimated Accuracy
 NK0373;SPC IA N     - 1,061,140.    1,475,560.      MT  (+/- 180 meters Scaled)
 NK0373
 NK0373                          SUPERSEDED SURVEY CONTROL
 NK0373
 NK0373  NGVD 29 (??/??/92)  343.442  (m)         1126.78   (f) ADJ UNCH    2 0
 NK0373
 NK0373.Superseded values are not recommended for survey control.
 NK0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0373.See file dsdata.txt to determine how the superseded data were derived.
 NK0373
 NK0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG341556(NAD 83)
 NK0373_MARKER: DB = BENCH MARK DISK
 NK0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0373_STAMPING: S 32 1934
 NK0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0373+STABILITY: SURFACE MOTION
 NK0373
 NK0373  HISTORY     - Date     Condition        Report By
 NK0373  HISTORY     - 1934     MONUMENTED       CGS
 NK0373  HISTORY     - 1965     MARK NOT FOUND   USGS
 NK0373
 NK0373                          STATION DESCRIPTION
 NK0373
 NK0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0373'4.8 MI E FROM BOONE.
 NK0373'4.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0373'THE STATION AT BOONE, 0.5 MILE WEST OF JORDAN, 56 FEET EAST OF
 NK0373'THE CENTERLINE OF STATE HIGHWAY 60, 44.7 FEET NORTH OF THE NORTH
 NK0373'RAIL, AND 4.9 FEET SOUTHEAST OF A CORNER FENCE POST.  A STANDARD
 NK0373'DISK, STAMPED S 32 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0373'PROJECTING 2 INCHES ABOVE GROUND.
 NK0373
 NK0373                          STATION RECOVERY (1965)
 NK0373
 NK0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NK0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0404 ***********************************************************************
 MH0404  DESIGNATION -  S 33
 MH0404  PID         -  MH0404
 MH0404  STATE/COUNTY-  IA/STORY
 MH0404  USGS QUAD   -  HUXLEY (1975)
 MH0404
 MH0404                         *CURRENT SURVEY CONTROL
 MH0404  ___________________________________________________________________
 MH0404* NAD 83(1986)-  41 55 17.     (N)    093 31 45.     (W)     SCALED    
 MH0404* NAVD 88     -       259.275  (meters)     850.64   (feet)  ADJUSTED  
 MH0404  ___________________________________________________________________
 MH0404  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 MH0404  DYNAMIC HT  -         259.171 (meters)     850.30  (feet)  COMP
 MH0404  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 MH0404
 MH0404  VERT ORDER  -  SECOND    CLASS 0
 MH0404
 MH0404.The horizontal coordinates were scaled from a topographic map and have
 MH0404.an estimated accuracy of +/- 6 seconds.
 MH0404
 MH0404.The orthometric height was determined by differential leveling
 MH0404.and adjusted by the National Geodetic Survey in June 1991..
 MH0404
 MH0404.The geoid height was determined by GEOID03.
 MH0404
 MH0404.The dynamic height is computed by dividing the NAVD 88
 MH0404.geopotential number by the normal gravity value computed on the
 MH0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0404.degrees latitude (g = 980.6199 gals.).
 MH0404
 MH0404.The modeled gravity was interpolated from observed gravity values.
 MH0404
 MH0404;                    North         East    Units  Estimated Accuracy
 MH0404;SPC IA N     - 1,046,810.    1,497,580.      MT  (+/- 180 meters Scaled)
 MH0404
 MH0404                          SUPERSEDED SURVEY CONTROL
 MH0404
 MH0404  NGVD 29 (??/??/92)  259.241  (m)          850.53   (f) ADJ UNCH    2 0
 MH0404
 MH0404.Superseded values are not recommended for survey control.
 MH0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0404.See file dsdata.txt to determine how the superseded data were derived.
 MH0404
 MH0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG561411(NAD 83)
 MH0404_MARKER: DB = BENCH MARK DISK
 MH0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0404_STAMPING: S 33 1934
 MH0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0404+STABILITY: SURFACE MOTION
 MH0404
 MH0404  HISTORY     - Date     Condition        Report By
 MH0404  HISTORY     - 1934     MONUMENTED       CGS
 MH0404
 MH0404                          STATION DESCRIPTION
 MH0404
 MH0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0404'1.7 MI N FROM CAMBRIDGE.
 MH0404'1.7 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0404'RAILWAY FROM THE STATION AT CAMBRIDGE, STORY COUNTY, AT A ROAD
 MH0404'CROSSING, 44.5 FEET WEST OF THE WEST RAIL, 27 FEET NORTH OF THE
 MH0404'CENTERLINE OF THE ROAD, 31 FEET NORTHWEST OF THE NORTHWEST
 MH0404'CORNER OF A WOODEN CULVERT UNDER THE ROAD, 5.1 FEET NORTHEAST
 MH0404'OF A CORNER POST IN THE RIGHT-OF-WAY FENCE, AND 2.9 FEET EAST OF
 MH0404'A FENCE.  A STANDARD DISK, STAMPED S 33 1934 AND SET IN THE
 MH0404'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0695 ***********************************************************************
 OO0695  DESIGNATION -  S 34
 OO0695  PID         -  OO0695
 OO0695  STATE/COUNTY-  IA/WINNEBAGO
 OO0695  USGS QUAD   -  FOREST CITY (1972)
 OO0695
 OO0695                         *CURRENT SURVEY CONTROL
 OO0695  ___________________________________________________________________
 OO0695* NAD 83(1986)-  43 20 50.     (N)    093 38 10.     (W)     SCALED    
 OO0695* NAVD 88     -       371.283  (meters)    1218.12   (feet)  ADJUSTED  
 OO0695  ___________________________________________________________________
 OO0695  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 OO0695  DYNAMIC HT  -         371.172 (meters)    1217.75  (feet)  COMP
 OO0695  MODELED GRAV-     980,311.5   (mgal)                       NAVD 88
 OO0695
 OO0695  VERT ORDER  -  SECOND    CLASS 0
 OO0695
 OO0695.The horizontal coordinates were scaled from a topographic map and have
 OO0695.an estimated accuracy of +/- 6 seconds.
 OO0695
 OO0695.The orthometric height was determined by differential leveling
 OO0695.and adjusted by the National Geodetic Survey in June 1991..
 OO0695
 OO0695.The geoid height was determined by GEOID03.
 OO0695
 OO0695.The dynamic height is computed by dividing the NAVD 88
 OO0695.geopotential number by the normal gravity value computed on the
 OO0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0695.degrees latitude (g = 980.6199 gals.).
 OO0695
 OO0695.The modeled gravity was interpolated from observed gravity values.
 OO0695
 OO0695;                    North         East    Units  Estimated Accuracy
 OO0695;SPC IA N     - 1,205,200.    1,488,960.      MT  (+/- 180 meters Scaled)
 OO0695
 OO0695                          SUPERSEDED SURVEY CONTROL
 OO0695
 OO0695  NGVD 29 (??/??/92)  371.244  (m)         1217.99   (f) ADJ UNCH    2 0
 OO0695
 OO0695.Superseded values are not recommended for survey control.
 OO0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0695.See file dsdata.txt to determine how the superseded data were derived.
 OO0695
 OO0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH484995(NAD 83)
 OO0695_MARKER: DB = BENCH MARK DISK
 OO0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0695_STAMPING: S 34 1934
 OO0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0695+STABILITY: SURFACE MOTION
 OO0695
 OO0695  HISTORY     - Date     Condition        Report By
 OO0695  HISTORY     - 1934     MONUMENTED       CGS
 OO0695  HISTORY     - 1972     POOR             USGS
 OO0695
 OO0695                          STATION DESCRIPTION
 OO0695
 OO0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0695'0.5 MI NE FROM LELAND.
 OO0695'0.5 MILE NORTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILWAY FROM
 OO0695'THE STATION AT LELAND, 288 FEET NORTHWEST OF THE CROSSING OF STATE
 OO0695'HIGHWAY 15, 7 FEET SOUTH OF THE SECOND POLE NORTH OF THE CROSSING, 54
 OO0695'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 30.3 FEET WEST OF THE
 OO0695'WEST RAIL, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 OO0695'S 34 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 OO0695'ABOVE GROUND.  NOTE-- THE MINNEAPOLIS AND ST. LOUIS RAILWAY HAS BEEN
 OO0695'MERGED WITH THE CHICAGO AND NORTHWESTERN RAILWAY ON NOVEMBER 1960.
 OO0695
 OO0695                          STATION RECOVERY (1972)
 OO0695
 OO0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0695'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0652 ***********************************************************************
 OO0652  DESIGNATION -  S 35
 OO0652  PID         -  OO0652
 OO0652  STATE/COUNTY-  IA/WORTH
 OO0652  USGS QUAD   -  CARPENTER (1972)
 OO0652
 OO0652                         *CURRENT SURVEY CONTROL
 OO0652  ___________________________________________________________________
 OO0652* NAD 83(1986)-  43 23 09.     (N)    093 06 09.     (W)     SCALED    
 OO0652* NAVD 88     -       370.578  (meters)    1215.80   (feet)  ADJUSTED  
 OO0652  ___________________________________________________________________
 OO0652  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 OO0652  DYNAMIC HT  -         370.510 (meters)    1215.58  (feet)  COMP
 OO0652  MODELED GRAV-     980,422.7   (mgal)                       NAVD 88
 OO0652
 OO0652  VERT ORDER  -  SECOND    CLASS 0
 OO0652
 OO0652.The horizontal coordinates were scaled from a topographic map and have
 OO0652.an estimated accuracy of +/- 6 seconds.
 OO0652
 OO0652.The orthometric height was determined by differential leveling
 OO0652.and adjusted by the National Geodetic Survey in June 1991..
 OO0652
 OO0652.The geoid height was determined by GEOID03.
 OO0652
 OO0652.The dynamic height is computed by dividing the NAVD 88
 OO0652.geopotential number by the normal gravity value computed on the
 OO0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0652.degrees latitude (g = 980.6199 gals.).
 OO0652
 OO0652.The modeled gravity was interpolated from observed gravity values.
 OO0652
 OO0652;                    North         East    Units  Estimated Accuracy
 OO0652;SPC IA N     - 1,209,560.    1,532,210.      MT  (+/- 180 meters Scaled)
 OO0652
 OO0652                          SUPERSEDED SURVEY CONTROL
 OO0652
 OO0652  NGVD 29 (??/??/92)  370.592  (m)         1215.85   (f) ADJ UNCH    2 0
 OO0652
 OO0652.Superseded values are not recommended for survey control.
 OO0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0652.See file dsdata.txt to determine how the superseded data were derived.
 OO0652
 OO0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ916036(NAD 83)
 OO0652_MARKER: DB = BENCH MARK DISK
 OO0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0652_STAMPING: S 35 1934
 OO0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0652+STABILITY: SURFACE MOTION
 OO0652
 OO0652  HISTORY     - Date     Condition        Report By
 OO0652  HISTORY     - 1934     MONUMENTED       CGS
 OO0652
 OO0652                          STATION DESCRIPTION
 OO0652
 OO0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0652'5.8 MI SW FROM MELTONVILLE.
 OO0652'5.8 MILES SOUTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0652'STATION AT MELTONVILLE, WORTH COUNTY, 1.2 MILES NORTHEAST OF THE
 OO0652'STATION AT BOLON, 150 YARDS NORTHEAST OF MILEPOST 41, 108 FEET
 OO0652'SOUTHEAST OF THE CENTER OF A COUNTY-ROAD CROSSING, 94 FEET SOUTHWEST
 OO0652'OF A FENCE CORNER, AND 44.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 OO0652'THE MAIN TRACK.  A STANDARD DISK, STAMPED S 35 1934 AND SET IN THE TOP
 OO0652'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0297 ***********************************************************************
 OO0297  DESIGNATION -  S 36
 OO0297  PID         -  OO0297
 OO0297  STATE/COUNTY-  IA/FLOYD
 OO0297  USGS QUAD   -  BASSETT (1971)
 OO0297
 OO0297                         *CURRENT SURVEY CONTROL
 OO0297  ___________________________________________________________________
 OO0297* NAD 83(1986)-  43 04 06.     (N)    092 32 06.     (W)     SCALED    
 OO0297* NAVD 88     -       310.949  (meters)    1020.17   (feet)  ADJUSTED  
 OO0297  ___________________________________________________________________
 OO0297  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 OO0297  DYNAMIC HT  -         310.855 (meters)    1019.86  (feet)  COMP
 OO0297  MODELED GRAV-     980,309.2   (mgal)                       NAVD 88
 OO0297
 OO0297  VERT ORDER  -  SECOND    CLASS 0
 OO0297
 OO0297.The horizontal coordinates were scaled from a topographic map and have
 OO0297.an estimated accuracy of +/- 6 seconds.
 OO0297
 OO0297.The orthometric height was determined by differential leveling
 OO0297.and adjusted by the National Geodetic Survey in June 1991..
 OO0297
 OO0297.The geoid height was determined by GEOID03.
 OO0297
 OO0297.The dynamic height is computed by dividing the NAVD 88
 OO0297.geopotential number by the normal gravity value computed on the
 OO0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0297.degrees latitude (g = 980.6199 gals.).
 OO0297
 OO0297.The modeled gravity was interpolated from observed gravity values.
 OO0297
 OO0297;                    North         East    Units  Estimated Accuracy
 OO0297;SPC IA N     - 1,174,660.    1,578,600.      MT  (+/- 180 meters Scaled)
 OO0297
 OO0297                          SUPERSEDED SURVEY CONTROL
 OO0297
 OO0297  NGVD 29 (??/??/92)  310.946  (m)         1020.16   (f) ADJ UNCH    2 0
 OO0297
 OO0297.Superseded values are not recommended for survey control.
 OO0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0297.See file dsdata.txt to determine how the superseded data were derived.
 OO0297
 OO0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH378685(NAD 83)
 OO0297_MARKER: DB = BENCH MARK DISK
 OO0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0297_STAMPING: S 36 1934
 OO0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0297+STABILITY: SURFACE MOTION
 OO0297
 OO0297  HISTORY     - Date     Condition        Report By
 OO0297  HISTORY     - 1934     MONUMENTED       CGS
 OO0297  HISTORY     - 20000912 MARK NOT FOUND   AERSVC
 OO0297
 OO0297                          STATION DESCRIPTION
 OO0297
 OO0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0297'7.2 MI E FROM CHARLES CITY.
 OO0297'7.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0297'RAILROAD FROM THE STATION AT CHARLES CITY, FLOYD COUNTY, 58 FEET
 OO0297'SOUTHWEST OF A SECTION ROAD CROSSING, 43.6 FEET SOUTH OF THE SOUTH
 OO0297'RAIL, 22.5 FEET WEST OF THE CORNER OF A FENCE, AND 3.5 FEET NORTH OF
 OO0297'THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED S 36 1934 AND SET IN
 OO0297'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OO0297
 OO0297                          STATION RECOVERY (2000)
 OO0297
 OO0297'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 OO0297'MARK NOT FOUND. RR HAS BEEN RE-ROUTED, AREA HAS CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0486 ***********************************************************************
 ON0486  DESIGNATION -  S 37
 ON0486  PID         -  ON0486
 ON0486  STATE/COUNTY-  IA/WINNESHIEK
 ON0486  USGS QUAD   -  CALMAR (1981)
 ON0486
 ON0486                         *CURRENT SURVEY CONTROL
 ON0486  ___________________________________________________________________
 ON0486* NAD 83(1986)-  43 10 17.     (N)    091 48 01.     (W)     SCALED    
 ON0486* NAVD 88     -       385.601  (meters)    1265.09   (feet)  ADJUSTED  
 ON0486  ___________________________________________________________________
 ON0486  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 ON0486  DYNAMIC HT  -         385.507 (meters)    1264.78  (feet)  COMP
 ON0486  MODELED GRAV-     980,365.2   (mgal)                       NAVD 88
 ON0486
 ON0486  VERT ORDER  -  SECOND    CLASS 0
 ON0486
 ON0486.The horizontal coordinates were scaled from a topographic map and have
 ON0486.an estimated accuracy of +/- 6 seconds.
 ON0486
 ON0486.The orthometric height was determined by differential leveling
 ON0486.and adjusted by the National Geodetic Survey in June 1991..
 ON0486
 ON0486.The geoid height was determined by GEOID03.
 ON0486
 ON0486.The dynamic height is computed by dividing the NAVD 88
 ON0486.geopotential number by the normal gravity value computed on the
 ON0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0486.degrees latitude (g = 980.6199 gals.).
 ON0486
 ON0486.The modeled gravity was interpolated from observed gravity values.
 ON0486
 ON0486;                    North         East    Units  Estimated Accuracy
 ON0486;SPC IA N     - 1,187,050.    1,638,200.      MT  (+/- 180 meters Scaled)
 ON0486
 ON0486                          SUPERSEDED SURVEY CONTROL
 ON0486
 ON0486  NGVD 29 (??/??/92)  385.620  (m)         1265.15   (f) ADJ UNCH    2 0
 ON0486
 ON0486.Superseded values are not recommended for survey control.
 ON0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0486.See file dsdata.txt to determine how the superseded data were derived.
 ON0486
 ON0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH975805(NAD 83)
 ON0486_MARKER: DB = BENCH MARK DISK
 ON0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0486_STAMPING: S 37 1934
 ON0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0486+STABILITY: SURFACE MOTION
 ON0486
 ON0486  HISTORY     - Date     Condition        Report By
 ON0486  HISTORY     - 1934     MONUMENTED       CGS
 ON0486  HISTORY     - 1977     MARK NOT FOUND   USGS
 ON0486  HISTORY     - 1984     MARK NOT FOUND   NGS
 ON0486
 ON0486                          STATION DESCRIPTION
 ON0486
 ON0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0486'3.3 MI SE FROM CALMAR.
 ON0486'3.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0486'PACIFIC RAILROAD FROM THE STATION AT CALMAR, WINNESHIEK COUNTY,
 ON0486'54 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 55, AND
 ON0486'26.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD DISK,
 ON0486'STAMPED S 37 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ON0486'ABOUT 7 INCHES ABOVE GROUND.
 ON0486
 ON0486                          STATION RECOVERY (1977)
 ON0486
 ON0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0486'MARK NOT FOUND.
 ON0486
 ON0486                          STATION RECOVERY (1984)
 ON0486
 ON0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ON0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0213 ***********************************************************************
 OO0213  DESIGNATION -  S 38
 OO0213  PID         -  OO0213
 OO0213  STATE/COUNTY-  IA/CHICKASAW
 OO0213  USGS QUAD   -  NEW HAMPTON (1972)
 OO0213
 OO0213                         *CURRENT SURVEY CONTROL
 OO0213  ___________________________________________________________________
 OO0213* NAD 83(1986)-  43 00 28.     (N)    092 15 27.     (W)     SCALED    
 OO0213* NAVD 88     -       341.430  (meters)    1120.17   (feet)  ADJUSTED  
 OO0213  ___________________________________________________________________
 OO0213  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 OO0213  DYNAMIC HT  -         341.333 (meters)    1119.86  (feet)  COMP
 OO0213  MODELED GRAV-     980,325.2   (mgal)                       NAVD 88
 OO0213
 OO0213  VERT ORDER  -  SECOND    CLASS 0
 OO0213
 OO0213.The horizontal coordinates were scaled from a topographic map and have
 OO0213.an estimated accuracy of +/- 6 seconds.
 OO0213
 OO0213.The orthometric height was determined by differential leveling
 OO0213.and adjusted by the National Geodetic Survey in June 1991..
 OO0213
 OO0213.The geoid height was determined by GEOID03.
 OO0213
 OO0213.The dynamic height is computed by dividing the NAVD 88
 OO0213.geopotential number by the normal gravity value computed on the
 OO0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0213.degrees latitude (g = 980.6199 gals.).
 OO0213
 OO0213.The modeled gravity was interpolated from observed gravity values.
 OO0213
 OO0213;                    North         East    Units  Estimated Accuracy
 OO0213;SPC IA N     - 1,168,230.    1,601,290.      MT  (+/- 180 meters Scaled)
 OO0213
 OO0213                          SUPERSEDED SURVEY CONTROL
 OO0213
 OO0213  NGVD 29 (??/??/92)  341.435  (m)         1120.19   (f) ADJ UNCH    2 0
 OO0213
 OO0213.Superseded values are not recommended for survey control.
 OO0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0213.See file dsdata.txt to determine how the superseded data were derived.
 OO0213
 OO0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH605619(NAD 83)
 OO0213_MARKER: DB = BENCH MARK DISK
 OO0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0213_STAMPING: S 38 1934
 OO0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0213+STABILITY: SURFACE MOTION
 OO0213
 OO0213  HISTORY     - Date     Condition        Report By
 OO0213  HISTORY     - 1934     MONUMENTED       CGS
 OO0213  HISTORY     - 1942     GOOD             NGS
 OO0213  HISTORY     - 1968     GOOD             USGS
 OO0213
 OO0213                          STATION DESCRIPTION
 OO0213
 OO0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OO0213'0.5 MI SE FROM BOYD.
 OO0213'0.5 MILE SOUTHEAST ALONG THE CHICAGO, GREAT WESTERN RAILROAD FROM THE
 OO0213'STATION AT BOYD, 0.1 MILE SOUTHEAST OF MILEPOST 150, 411 FEET
 OO0213'SOUTHEAST OF THE CROSSING OF A ROAD, 42.6 FEET NORTHEAST OF THE
 OO0213'NORTHEAST RAIL, 7 FEET EAST OF A POLE, AND 4.6 FEET SOUTHWEST OF THE
 OO0213'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 38 1934 AND SET IN THE
 OO0213'TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 OO0213
 OO0213                          STATION RECOVERY (1968)
 OO0213
 OO0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OO0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0178 ***********************************************************************
 NK0178  DESIGNATION -  S 39
 NK0178  PID         -  NK0178
 NK0178  STATE/COUNTY-  IA/CHICKASAW
 NK0178  USGS QUAD   -  NASHUA (1971)
 NK0178
 NK0178                         *CURRENT SURVEY CONTROL
 NK0178  ___________________________________________________________________
 NK0178* NAD 83(1986)-  42 57 11.     (N)    092 32 05.     (W)     SCALED    
 NK0178* NAVD 88     -       295.367  (meters)     969.05   (feet)  ADJUSTED  
 NK0178  ___________________________________________________________________
 NK0178  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 NK0178  DYNAMIC HT  -         295.274 (meters)     968.74  (feet)  COMP
 NK0178  MODELED GRAV-     980,299.2   (mgal)                       NAVD 88
 NK0178
 NK0178  VERT ORDER  -  SECOND    CLASS 0
 NK0178
 NK0178.The horizontal coordinates were scaled from a topographic map and have
 NK0178.an estimated accuracy of +/- 6 seconds.
 NK0178
 NK0178.The orthometric height was determined by differential leveling
 NK0178.and adjusted by the National Geodetic Survey in June 1991..
 NK0178
 NK0178.The geoid height was determined by GEOID03.
 NK0178
 NK0178.The dynamic height is computed by dividing the NAVD 88
 NK0178.geopotential number by the normal gravity value computed on the
 NK0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0178.degrees latitude (g = 980.6199 gals.).
 NK0178
 NK0178.The modeled gravity was interpolated from observed gravity values.
 NK0178
 NK0178;                    North         East    Units  Estimated Accuracy
 NK0178;SPC IA N     - 1,161,850.    1,578,770.      MT  (+/- 180 meters Scaled)
 NK0178
 NK0178                          SUPERSEDED SURVEY CONTROL
 NK0178
 NK0178  NGVD 29 (??/??/92)  295.362  (m)          969.03   (f) ADJ UNCH    2 0
 NK0178
 NK0178.Superseded values are not recommended for survey control.
 NK0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0178.See file dsdata.txt to determine how the superseded data were derived.
 NK0178
 NK0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH379557(NAD 83)
 NK0178_MARKER: DB = BENCH MARK DISK
 NK0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0178_STAMPING: S 39 1934
 NK0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0178+STABILITY: SURFACE MOTION
 NK0178
 NK0178  HISTORY     - Date     Condition        Report By
 NK0178  HISTORY     - 1934     MONUMENTED       CGS
 NK0178  HISTORY     - 1971     MARK NOT FOUND   USGS
 NK0178
 NK0178                          STATION DESCRIPTION
 NK0178
 NK0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0178'AT NASHUA.
 NK0178'AT NASHUA, CHICKASAW COUNTY, 142 YARDS NORTH OF THE ILLINOIS
 NK0178'CENTRAL RAILROAD STATION, 22.4 FEET WEST OF THE WEST RAIL OF
 NK0178'THE MAIN TRACK, AND 8 FEET WEST OF THE WEST RAIL OF THE WEST
 NK0178'SIDETRACK.  A STANDARD DISK, STAMPED S 39 1934 AND SET IN THE
 NK0178'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NK0178
 NK0178                          STATION RECOVERY (1971)
 NK0178
 NK0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NK0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0199 ***********************************************************************
 MH0199  DESIGNATION -  S 4
 MH0199  PID         -  MH0199
 MH0199  STATE/COUNTY-  IA/POLK
 MH0199  USGS QUAD   -  ALTOONA (1972)
 MH0199
 MH0199                         *CURRENT SURVEY CONTROL
 MH0199  ___________________________________________________________________
 MH0199* NAD 83(1986)-  41 39 02.     (N)    093 27 52.     (W)     SCALED    
 MH0199* NAVD 88     -       291.566  (meters)     956.58   (feet)  ADJUSTED  
 MH0199  ___________________________________________________________________
 MH0199  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 MH0199  DYNAMIC HT  -         291.441 (meters)     956.17  (feet)  COMP
 MH0199  MODELED GRAV-     980,188.3   (mgal)                       NAVD 88
 MH0199
 MH0199  VERT ORDER  -  FIRST     CLASS II
 MH0199
 MH0199.The horizontal coordinates were scaled from a topographic map and have
 MH0199.an estimated accuracy of +/- 6 seconds.
 MH0199
 MH0199.The orthometric height was determined by differential leveling
 MH0199.and adjusted by the National Geodetic Survey in June 1991..
 MH0199
 MH0199.The geoid height was determined by GEOID03.
 MH0199
 MH0199.The dynamic height is computed by dividing the NAVD 88
 MH0199.geopotential number by the normal gravity value computed on the
 MH0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0199.degrees latitude (g = 980.6199 gals.).
 MH0199
 MH0199.The modeled gravity was interpolated from observed gravity values.
 MH0199
 MH0199;                    North         East    Units  Estimated Accuracy
 MH0199;SPC IA S     -   183,300.      502,960.      MT  (+/- 180 meters Scaled)
 MH0199
 MH0199                          SUPERSEDED SURVEY CONTROL
 MH0199
 MH0199  NGVD 29 (??/??/92)  291.526  (m)          956.45   (f) ADJ UNCH    1 2
 MH0199
 MH0199.Superseded values are not recommended for survey control.
 MH0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0199.See file dsdata.txt to determine how the superseded data were derived.
 MH0199
 MH0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG613110(NAD 83)
 MH0199_MARKER: DB = BENCH MARK DISK
 MH0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0199_STAMPING: 956.448 S 4 1930
 MH0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0199+STABILITY: SURFACE MOTION
 MH0199
 MH0199  HISTORY     - Date     Condition        Report By
 MH0199  HISTORY     - 1930     MONUMENTED       CGS
 MH0199  HISTORY     - 1934     GOOD             NGS
 MH0199  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0199
 MH0199                          STATION DESCRIPTION
 MH0199
 MH0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0199'AT ALTOONA.
 MH0199'AT ALTOONA, POLK COUNTY, 100 YARDS EAST OF THE CHICAGO, ROCK
 MH0199'ISLAND AND PACIFIC RAILWAY STATION, 44 FEET EAST OF THE EAST
 MH0199'LINE OF A NORTH-AND-SOUTH ROAD, AND 63 FEET SOUTH OF THE SOUTH
 MH0199'MAIN TRACK.  A STANDARD DISK, STAMPED 956.448 S 4 1930 AND SET
 MH0199'IN THE TOP OF A CONCRETE POST.
 MH0199
 MH0199                          STATION RECOVERY (1995)
 MH0199
 MH0199'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0279 ***********************************************************************
 OO0279  DESIGNATION -  S 40
 OO0279  PID         -  OO0279
 OO0279  STATE/COUNTY-  IA/MITCHELL
 OO0279  USGS QUAD   -  ST ANSGAR (1972)
 OO0279
 OO0279                         *CURRENT SURVEY CONTROL
 OO0279  ___________________________________________________________________
 OO0279* NAD 83(1986)-  43 25 57.     (N)    092 55 43.     (W)     SCALED    
 OO0279* NAVD 88     -       363.432  (meters)    1192.36   (feet)  ADJUSTED  
 OO0279  ___________________________________________________________________
 OO0279  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 OO0279  DYNAMIC HT  -         363.353 (meters)    1192.10  (feet)  COMP
 OO0279  MODELED GRAV-     980,389.5   (mgal)                       NAVD 88
 OO0279
 OO0279  VERT ORDER  -  SECOND    CLASS 0
 OO0279
 OO0279.The horizontal coordinates were scaled from a topographic map and have
 OO0279.an estimated accuracy of +/- 6 seconds.
 OO0279
 OO0279.The orthometric height was determined by differential leveling
 OO0279.and adjusted by the National Geodetic Survey in June 1991..
 OO0279
 OO0279.The geoid height was determined by GEOID03.
 OO0279
 OO0279.The dynamic height is computed by dividing the NAVD 88
 OO0279.geopotential number by the normal gravity value computed on the
 OO0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0279.degrees latitude (g = 980.6199 gals.).
 OO0279
 OO0279.The modeled gravity was interpolated from observed gravity values.
 OO0279
 OO0279;                    North         East    Units  Estimated Accuracy
 OO0279;SPC IA N     - 1,214,820.    1,546,270.      MT  (+/- 180 meters Scaled)
 OO0279
 OO0279                          SUPERSEDED SURVEY CONTROL
 OO0279
 OO0279  NGVD 29 (??/??/92)  363.435  (m)         1192.37   (f) ADJ UNCH    2 0
 OO0279
 OO0279.Superseded values are not recommended for survey control.
 OO0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0279.See file dsdata.txt to determine how the superseded data were derived.
 OO0279
 OO0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ057088(NAD 83)
 OO0279_MARKER: DB = BENCH MARK DISK
 OO0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0279_STAMPING: S 40 1934
 OO0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0279+STABILITY: SURFACE MOTION
 OO0279
 OO0279  HISTORY     - Date     Condition        Report By
 OO0279  HISTORY     - 1934     MONUMENTED       CGS
 OO0279  HISTORY     - 1971     MARK NOT FOUND   USGS
 OO0279
 OO0279                          STATION DESCRIPTION
 OO0279
 OO0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0279'5.0 MI SE FROM LYLE, MN.
 OO0279'IN MITCHELL COUNTY, IOWA, 5.0 MILES SOUTHEAST ALONG THE ILLINOIS
 OO0279'CENTRAL RAILROAD FROM THE STATION AT LYLE, MOWER COUNTY, MINNESOTA,
 OO0279'340 YARDS SOUTHEAST OF MILEPOST CF 71, 260 YARDS SOUTHEAST OF WOODEN
 OO0279'CULVERT C 70.90, 59 FEET SOUTHEAST OF THE CENTER OF A FARM ROAD
 OO0279'CROSSING, 45.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 OO0279'31 FEET SOUTHEAST OF THE CENTERLINE OF A GATE ACROSS THE ROAD, AND 1.5
 OO0279'FEET SOUTHWEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED S
 OO0279'40 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 OO0279'ABOVE GROUND.
 OO0279
 OO0279                          STATION RECOVERY (1971)
 OO0279
 OO0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OO0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0241 ***********************************************************************
 OO0241  DESIGNATION -  S 41
 OO0241  PID         -  OO0241
 OO0241  STATE/COUNTY-  IA/HOWARD
 OO0241  USGS QUAD   -  CRESCO NW (1981)
 OO0241
 OO0241                         *CURRENT SURVEY CONTROL
 OO0241  ___________________________________________________________________
 OO0241* NAD 83(1986)-  43 25 32.     (N)    092 11 56.     (W)     SCALED    
 OO0241* NAVD 88     -       397.550  (meters)    1304.30   (feet)  ADJUSTED  
 OO0241  ___________________________________________________________________
 OO0241  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 OO0241  DYNAMIC HT  -         397.450 (meters)    1303.97  (feet)  COMP
 OO0241  MODELED GRAV-     980,357.7   (mgal)                       NAVD 88
 OO0241
 OO0241  VERT ORDER  -  SECOND    CLASS 0
 OO0241
 OO0241.The horizontal coordinates were scaled from a topographic map and have
 OO0241.an estimated accuracy of +/- 6 seconds.
 OO0241
 OO0241.The orthometric height was determined by differential leveling
 OO0241.and adjusted by the National Geodetic Survey in June 1991..
 OO0241
 OO0241.The geoid height was determined by GEOID03.
 OO0241
 OO0241.The dynamic height is computed by dividing the NAVD 88
 OO0241.geopotential number by the normal gravity value computed on the
 OO0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0241.degrees latitude (g = 980.6199 gals.).
 OO0241
 OO0241.The modeled gravity was interpolated from observed gravity values.
 OO0241
 OO0241;                    North         East    Units  Estimated Accuracy
 OO0241;SPC IA N     - 1,214,710.    1,605,360.      MT  (+/- 180 meters Scaled)
 OO0241
 OO0241                          SUPERSEDED SURVEY CONTROL
 OO0241
 OO0241  NGVD 29 (??/??/92)  397.540  (m)         1304.26   (f) ADJ UNCH    2 0
 OO0241
 OO0241.Superseded values are not recommended for survey control.
 OO0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0241.See file dsdata.txt to determine how the superseded data were derived.
 OO0241
 OO0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ648083(NAD 83)
 OO0241_MARKER: DB = BENCH MARK DISK
 OO0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0241_STAMPING: S 41 1934
 OO0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0241+STABILITY: SURFACE MOTION
 OO0241
 OO0241  HISTORY     - Date     Condition        Report By
 OO0241  HISTORY     - 1934     MONUMENTED       CGS
 OO0241
 OO0241                          STATION DESCRIPTION
 OO0241
 OO0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0241'0.4 MI NW FROM BONAIR.
 OO0241'ABOUT 0.4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OO0241'PACIFIC RAILROAD FROM THE STATION AT BONAIR, HOWARD COUNTY, ABOUT 38
 OO0241'FEET WEST OF THE CENTER OF A SECTION-ROAD CROSSING, 4 FEET SOUTHWEST
 OO0241'OF THE FIRST POLE WEST OF THE CROSSING, 43.3 FEET SOUTHWEST OF THE
 OO0241'SOUTHWEST RAIL, AND 3 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 OO0241'STANDARD DISK, STAMPED S 41 1934 AND SET IN THE TOP OF A CONCRETE
 OO0241'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0242 ***********************************************************************
 OO0242  DESIGNATION -  S 41 RESET
 OO0242  PID         -  OO0242
 OO0242  STATE/COUNTY-  IA/HOWARD
 OO0242  USGS QUAD   -  CRESCO NW (1981)
 OO0242
 OO0242                         *CURRENT SURVEY CONTROL
 OO0242  ___________________________________________________________________
 OO0242* NAD 83(1986)-  43 25 32.     (N)    092 11 56.     (W)     SCALED    
 OO0242* NAVD 88     -       397.53   (meters)    1304.2    (feet)  RESET     
 OO0242  ___________________________________________________________________
 OO0242  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 OO0242
 OO0242  VERT ORDER  -  THIRD
 OO0242
 OO0242.The horizontal coordinates were scaled from a topographic map and have
 OO0242.an estimated accuracy of +/- 6 seconds.
 OO0242
 OO0242.The orthometric height was computed from unverified reset data.
 OO0242
 OO0242.The geoid height was determined by GEOID03.
 OO0242
 OO0242;                    North         East    Units  Estimated Accuracy
 OO0242;SPC IA N     - 1,214,710.    1,605,360.      MT  (+/- 180 meters Scaled)
 OO0242
 OO0242                          SUPERSEDED SURVEY CONTROL
 OO0242
 OO0242.No superseded survey control is available for this station.
 OO0242
 OO0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ648083(NAD 83)
 OO0242_MARKER: DB = BENCH MARK DISK
 OO0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0242_STAMPING: S 41 RESET
 OO0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0242+STABILITY: SURFACE MOTION
 OO0242
 OO0242  HISTORY     - Date     Condition        Report By
 OO0242  HISTORY     - 1956     MONUMENTED       CGS
 OO0242  HISTORY     - 1956     GOOD             LOCENG
 OO0242
 OO0242                          STATION DESCRIPTION
 OO0242
 OO0242'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 OO0242'0.4 MI NW FROM BONAIR.
 OO0242'0.4 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0242'RAILROAD FROM THE STATION AT BONAIR, HOWARD COUNTY, 53 FEET WEST OF
 OO0242'THE CENTER OF A SECTION-LINE ROAD CROSSING, 22.5 FEET WEST OF THE
 OO0242'FIRST POLE WEST OF THE CROSSING, 45.5 FEET SOUTHWEST OF THE SOUTHWEST
 OO0242'RAIL, AND 3 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OO0242'DISK, STAMPED S 41 RESET AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0470 ***********************************************************************
 ON0470  DESIGNATION -  S 42
 ON0470  PID         -  ON0470
 ON0470  STATE/COUNTY-  IA/WINNESHIEK
 ON0470  USGS QUAD   -  DECORAH (1981)
 ON0470
 ON0470                         *CURRENT SURVEY CONTROL
 ON0470  ___________________________________________________________________
 ON0470* NAD 83(1986)-  43 22 03.     (N)    091 48 26.     (W)     SCALED    
 ON0470* NAVD 88     -       359.898  (meters)    1180.77   (feet)  ADJUSTED  
 ON0470  ___________________________________________________________________
 ON0470  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ON0470  DYNAMIC HT  -         359.818 (meters)    1180.50  (feet)  COMP
 ON0470  MODELED GRAV-     980,388.1   (mgal)                       NAVD 88
 ON0470
 ON0470  VERT ORDER  -  SECOND    CLASS 0
 ON0470
 ON0470.The horizontal coordinates were scaled from a topographic map and have
 ON0470.an estimated accuracy of +/- 6 seconds.
 ON0470
 ON0470.The orthometric height was determined by differential leveling
 ON0470.and adjusted by the National Geodetic Survey in June 1991..
 ON0470
 ON0470.The geoid height was determined by GEOID03.
 ON0470
 ON0470.The dynamic height is computed by dividing the NAVD 88
 ON0470.geopotential number by the normal gravity value computed on the
 ON0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0470.degrees latitude (g = 980.6199 gals.).
 ON0470
 ON0470.The modeled gravity was interpolated from observed gravity values.
 ON0470
 ON0470;                    North         East    Units  Estimated Accuracy
 ON0470;SPC IA N     - 1,208,820.    1,637,200.      MT  (+/- 180 meters Scaled)
 ON0470
 ON0470                          SUPERSEDED SURVEY CONTROL
 ON0470
 ON0470  NGVD 29 (??/??/92)  359.919  (m)         1180.83   (f) ADJ UNCH    2 0
 ON0470
 ON0470.Superseded values are not recommended for survey control.
 ON0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0470.See file dsdata.txt to determine how the superseded data were derived.
 ON0470
 ON0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ966023(NAD 83)
 ON0470_MARKER: DB = BENCH MARK DISK
 ON0470_SETTING: 0 = UNSPECIFIED SETTING
 ON0470_STAMPING: S 42 1934
 ON0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0470
 ON0470  HISTORY     - Date     Condition        Report By
 ON0470  HISTORY     - 1934     MONUMENTED       CGS
 ON0470  HISTORY     - 1973     GOOD             NGS
 ON0470  HISTORY     - 1977     GOOD             USGS
 ON0470
 ON0470                          STATION DESCRIPTION
 ON0470
 ON0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 ON0470'5.5 MI N FROM DECORAH.
 ON0470'TO REACH THE BENCH MARK FROM THE JUNCTION OF STATE HIGHWAY 9 AND
 ON0470'U.S. HIGHWAY 52 AT THE SOUTHWEST EDGE OF DECORAH, GO NORTHERLY ON
 ON0470'HIGHWAY 52 FOR 5.5 MILES TO THE BENCH MARK ON THE LEFT, 47 FEET
 ON0470'WEST OF THE CENTER OF OLD HIGHWAY 52, 13.5 FEET NORTH OF A
 ON0470'TELEPHONE POLE, 1 FOOT SOUTH OF A METAL WITNESS POST AND THE
 ON0470'MONUMENT PROJECTS 4 INCHES ABOVE THE GROUND.
 ON0470
 ON0470                          STATION RECOVERY (1977)
 ON0470
 ON0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0470'DECORAH, APPROXIMATE CENTER OF, 4.25 MI. N. AND 0.5 MI. W. OF, ABOUT
 ON0470'525 FT. SW. OF THE CENTER OF NW 1/4 OF SEC. 28, T. 99 N., R. 8 W.,
 ON0470'NEAR THE NW END OF A CURVE IN U. S. HWY. 52 FROM N.-S. TO NW.-SE. AND
 ON0470'ON HIGHWAY R/W, NEAR A X-RDS. FORMED BY JCT. OF HWY. 52 AND RD. NE.
 ON0470'LEADING N. AND RD. NW. (OLD U. S. HWY. 52), 410 FT. SE. ALONG HWY.
 ON0470'FROM CENTERLINE X-RDS., 140 FT. NORMAL TO AND ON SW. SIDE OF
 ON0470'CENTERLINE HWY., 13 FT. NW. OF A POLE AND 0.8 FT. SE. OF A WITNESS
 ON0470'SIGN, IN CONCRETE POST, A STANDARD DISK STAMPED S 42 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0123 ***********************************************************************
 MH0123  DESIGNATION -  S 5
 MH0123  PID         -  MH0123
 MH0123  STATE/COUNTY-  IA/MAHASKA
 MH0123  USGS QUAD   -  EDDYVILLE (1968)
 MH0123
 MH0123                         *CURRENT SURVEY CONTROL
 MH0123  ___________________________________________________________________
 MH0123* NAD 83(1986)-  41 14 17.     (N)    092 40 14.     (W)     SCALED    
 MH0123* NAVD 88     -       214.087  (meters)     702.38   (feet)  ADJUSTED  
 MH0123  ___________________________________________________________________
 MH0123  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 MH0123  DYNAMIC HT  -         213.993 (meters)     702.08  (feet)  COMP
 MH0123  MODELED GRAV-     980,178.6   (mgal)                       NAVD 88
 MH0123
 MH0123  VERT ORDER  -  FIRST     CLASS II
 MH0123
 MH0123.The horizontal coordinates were scaled from a topographic map and have
 MH0123.an estimated accuracy of +/- 6 seconds.
 MH0123
 MH0123.The orthometric height was determined by differential leveling
 MH0123.and adjusted by the National Geodetic Survey in June 1991..
 MH0123
 MH0123.The geoid height was determined by GEOID03.
 MH0123
 MH0123.The dynamic height is computed by dividing the NAVD 88
 MH0123.geopotential number by the normal gravity value computed on the
 MH0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0123.degrees latitude (g = 980.6199 gals.).
 MH0123
 MH0123.The modeled gravity was interpolated from observed gravity values.
 MH0123
 MH0123;                    North         East    Units  Estimated Accuracy
 MH0123;SPC IA S     -   137,820.      569,530.      MT  (+/- 180 meters Scaled)
 MH0123
 MH0123                          SUPERSEDED SURVEY CONTROL
 MH0123
 MH0123  NGVD 29 (??/??/92)  214.070  (m)          702.33   (f) ADJ UNCH    1 2
 MH0123
 MH0123.Superseded values are not recommended for survey control.
 MH0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0123.See file dsdata.txt to determine how the superseded data were derived.
 MH0123
 MH0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF276652(NAD 83)
 MH0123_MARKER: DB = BENCH MARK DISK
 MH0123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0123_SP_SET: BRIDGE
 MH0123_STAMPING: 702.328 S 5 1930
 MH0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0123
 MH0123  HISTORY     - Date     Condition        Report By
 MH0123  HISTORY     - 1930     MONUMENTED       CGS
 MH0123  HISTORY     - 1934     GOOD             NGS
 MH0123
 MH0123                          STATION DESCRIPTION
 MH0123
 MH0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0123'1.5 MI N FROM GIVIN.
 MH0123'1.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MH0123'FROM GIVIN, MAHASKA COUNTY, AT BRIDGE 975, AND IN THE TOP OF THE
 MH0123'EAST END OF THE NORTH ABUTMENT.  A STANDARD DISK, STAMPED 702.328
 MH0123'S 5 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0467 ***********************************************************************
 MG0467  DESIGNATION -  S 6
 MG0467  PID         -  MG0467
 MG0467  STATE/COUNTY-  IA/WASHINGTON
 MG0467  USGS QUAD   -  RICHLAND (1980)
 MG0467
 MG0467                         *CURRENT SURVEY CONTROL
 MG0467  ___________________________________________________________________
 MG0467* NAD 83(1986)-  41 14 11.     (N)    091 53 21.     (W)     SCALED    
 MG0467* NAVD 88     -       199.714  (meters)     655.23   (feet)  ADJUSTED  
 MG0467  ___________________________________________________________________
 MG0467  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MG0467  DYNAMIC HT  -         199.628 (meters)     654.95  (feet)  COMP
 MG0467  MODELED GRAV-     980,188.4   (mgal)                       NAVD 88
 MG0467
 MG0467  VERT ORDER  -  FIRST     CLASS II
 MG0467
 MG0467.The horizontal coordinates were scaled from a topographic map and have
 MG0467.an estimated accuracy of +/- 6 seconds.
 MG0467
 MG0467.The orthometric height was determined by differential leveling
 MG0467.and adjusted by the National Geodetic Survey in June 1991..
 MG0467
 MG0467.The geoid height was determined by GEOID03.
 MG0467
 MG0467.The dynamic height is computed by dividing the NAVD 88
 MG0467.geopotential number by the normal gravity value computed on the
 MG0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0467.degrees latitude (g = 980.6199 gals.).
 MG0467
 MG0467.The modeled gravity was interpolated from observed gravity values.
 MG0467
 MG0467;                    North         East    Units  Estimated Accuracy
 MG0467;SPC IA S     -   138,550.      635,030.      MT  (+/- 180 meters Scaled)
 MG0467
 MG0467                          SUPERSEDED SURVEY CONTROL
 MG0467
 MG0467  NGVD 29 (??/??/92)  199.743  (m)          655.32   (f) ADJ UNCH    1 2
 MG0467
 MG0467.Superseded values are not recommended for survey control.
 MG0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0467.See file dsdata.txt to determine how the superseded data were derived.
 MG0467
 MG0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF930655(NAD 83)
 MG0467_MARKER: DB = BENCH MARK DISK
 MG0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0467_SP_SET: BRIDGE
 MG0467_STAMPING: 655.323 S 6 1930
 MG0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0467
 MG0467  HISTORY     - Date     Condition        Report By
 MG0467  HISTORY     - 1930     MONUMENTED       CGS
 MG0467  HISTORY     - 1941     GOOD             NGS
 MG0467
 MG0467                          STATION DESCRIPTION
 MG0467
 MG0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0467'2.5 MI NE FROM RUBIO.
 MG0467'2.5 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0467'AND PACIFIC RAILROAD FROM RUBIO, IN THE SOUTH SIDE OF BRIDGE
 MG0467'1-1088 OVER A HIGHWAY, AND ABOUT 10 YARDS FROM THE WEST END.
 MG0467'A STANDARD DISK, STAMPED 655.323 S 6 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0183 ***********************************************************************
 LE0183  DESIGNATION -  S 7
 LE0183  PID         -  LE0183
 LE0183  STATE/COUNTY-  IA/APPANOOSE
 LE0183  USGS QUAD   -  MOULTON (1979)
 LE0183
 LE0183                         *CURRENT SURVEY CONTROL
 LE0183  ___________________________________________________________________
 LE0183* NAD 83(1986)-  40 39 57.     (N)    092 43 46.     (W)     SCALED    
 LE0183* NAVD 88     -       259.166  (meters)     850.28   (feet)  ADJUSTED  
 LE0183  ___________________________________________________________________
 LE0183  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LE0183  DYNAMIC HT  -         259.038 (meters)     849.86  (feet)  COMP
 LE0183  MODELED GRAV-     980,122.4   (mgal)                       NAVD 88
 LE0183
 LE0183  VERT ORDER  -  FIRST     CLASS II
 LE0183
 LE0183.The horizontal coordinates were scaled from a topographic map and have
 LE0183.an estimated accuracy of +/- 6 seconds.
 LE0183
 LE0183.The orthometric height was determined by differential leveling
 LE0183.and adjusted by the National Geodetic Survey in June 1991..
 LE0183
 LE0183.The geoid height was determined by GEOID03.
 LE0183
 LE0183.The dynamic height is computed by dividing the NAVD 88
 LE0183.geopotential number by the normal gravity value computed on the
 LE0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0183.degrees latitude (g = 980.6199 gals.).
 LE0183
 LE0183.The modeled gravity was interpolated from observed gravity values.
 LE0183
 LE0183;                    North         East    Units  Estimated Accuracy
 LE0183;SPC IA S     -    74,230.      565,160.      MT  (+/- 180 meters Scaled)
 LE0183
 LE0183                          SUPERSEDED SURVEY CONTROL
 LE0183
 LE0183  NGVD 29 (??/??/92)  259.150  (m)          850.23   (f) ADJ UNCH    1 2
 LE0183
 LE0183.Superseded values are not recommended for survey control.
 LE0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0183.See file dsdata.txt to determine how the superseded data were derived.
 LE0183
 LE0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF228016(NAD 83)
 LE0183_MARKER: DB = BENCH MARK DISK
 LE0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0183_STAMPING: 850.123 S 7 1930
 LE0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0183+STABILITY: SURFACE MOTION
 LE0183
 LE0183  HISTORY     - Date     Condition        Report By
 LE0183  HISTORY     - 1930     MONUMENTED       CGS
 LE0183  HISTORY     - 1935     GOOD             NGS
 LE0183
 LE0183                          STATION DESCRIPTION
 LE0183
 LE0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0183'2 MI NE FROM SEDAN.
 LE0183'2.0 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0183'RAILROAD FROM SEDAN, APPANOOSE COUNTY, 600 FEET SOUTHWEST
 LE0183'OF MILEPOST 102, 70 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LE0183'A HOLLOW TILE DAIRY, 9 FEET WEST OF THE WEST FENCE OF A NORTH
 LE0183'AND SOUTH ROAD FENCED 42 FEET WIDE, AND 44 FEET SOUTHEAST
 LE0183'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 850.123
 LE0183'S 7 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0184 ***********************************************************************
 LE0184  DESIGNATION -  S 7 RESET
 LE0184  PID         -  LE0184
 LE0184  STATE/COUNTY-  IA/APPANOOSE
 LE0184  USGS QUAD   -  MOULTON (1979)
 LE0184
 LE0184                         *CURRENT SURVEY CONTROL
 LE0184  ___________________________________________________________________
 LE0184* NAD 83(1986)-  40 40 01.     (N)    092 43 43.     (W)     SCALED    
 LE0184* NAVD 88     -       259.44   (meters)     851.2    (feet)  RESET     
 LE0184  ___________________________________________________________________
 LE0184  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LE0184
 LE0184  VERT ORDER  -  THIRD
 LE0184
 LE0184.The horizontal coordinates were scaled from a topographic map and have
 LE0184.an estimated accuracy of +/- 6 seconds.
 LE0184
 LE0184.The orthometric height was computed from unverified reset data.
 LE0184
 LE0184.The geoid height was determined by GEOID03.
 LE0184
 LE0184;                    North         East    Units  Estimated Accuracy
 LE0184;SPC IA S     -    74,350.      565,230.      MT  (+/- 180 meters Scaled)
 LE0184
 LE0184                          SUPERSEDED SURVEY CONTROL
 LE0184
 LE0184.No superseded survey control is available for this station.
 LE0184
 LE0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF229018(NAD 83)
 LE0184_MARKER: DB = BENCH MARK DISK
 LE0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0184_STAMPING: S 7 RESET 1971
 LE0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0184+STABILITY: SURFACE MOTION
 LE0184
 LE0184  HISTORY     - Date     Condition        Report By
 LE0184  HISTORY     - 1971     MONUMENTED       NGS
 LE0184
 LE0184                          STATION DESCRIPTION
 LE0184
 LE0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LE0184'2 MI NE FROM SEDAN.
 LE0184'TO REACH THE MARK FROM THE JUNCTION OF FIRST STREET AND STATE
 LE0184'HIGHWAY 202 IN MOULTON, GO WEST ON FIRST STREET AND THEN A
 LE0184'GRAVELED ROAD FOR 2.5 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 LE0184'LEFT AND GO SOUTH, WEST, AND THEN SOUTH AGAIN FOR 1.2 MILES TO
 LE0184'TILE BUILDING ON THE LEFT AND THE MARK ON THE RIGHT.  IT IS
 LE0184'ACROSS THE ROAD FROM A FARMHOUSE, 83 FEET WEST-NORTHWEST OF
 LE0184'THE SOUTHWEST CORNER OF A TILE BUILDING ON THE EAST SIDE OF THE
 LE0184'ROAD, 32 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 12.5 FEET
 LE0184'SOUTHEAST OF THE CENTER OF AN OLD RAILROAD BED, 2 FEET SOUTH
 LE0184'OF THE SOUTH GATE POST, 1 FOOT NORTH OF A METAL WITNESS POST,
 LE0184'1 FOOT EAST OF A FENCE, 20 FEET NORTH-NORTHEAST OF THE
 LE0184'CENTER OF A WELL, AND SET IN THE TOP OF A ROUND CONCRETE POST
 LE0184'WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0341 ***********************************************************************
 MG0341  DESIGNATION -  S 70
 MG0341  PID         -  MG0341
 MG0341  STATE/COUNTY-  IA/CLINTON
 MG0341  USGS QUAD   -  WHEATLAND (1991)
 MG0341
 MG0341                         *CURRENT SURVEY CONTROL
 MG0341  ___________________________________________________________________
 MG0341* NAD 83(1986)-  41 48 01.     (N)    090 49 15.     (W)     SCALED    
 MG0341* NAVD 88     -       209.413  (meters)     687.05   (feet)  ADJUSTED  
 MG0341  ___________________________________________________________________
 MG0341  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0341  DYNAMIC HT  -         209.337 (meters)     686.80  (feet)  COMP
 MG0341  MODELED GRAV-     980,257.9   (mgal)                       NAVD 88
 MG0341
 MG0341  VERT ORDER  -  SECOND    CLASS 0
 MG0341
 MG0341.The horizontal coordinates were scaled from a topographic map and have
 MG0341.an estimated accuracy of +/- 6 seconds.
 MG0341
 MG0341.The orthometric height was determined by differential leveling
 MG0341.and adjusted by the National Geodetic Survey in June 1991..
 MG0341
 MG0341.The geoid height was determined by GEOID03.
 MG0341
 MG0341.The dynamic height is computed by dividing the NAVD 88
 MG0341.geopotential number by the normal gravity value computed on the
 MG0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0341.degrees latitude (g = 980.6199 gals.).
 MG0341
 MG0341.The modeled gravity was interpolated from observed gravity values.
 MG0341
 MG0341;                    North         East    Units  Estimated Accuracy
 MG0341;SPC IA S     -   203,350.      722,630.      MT  (+/- 180 meters Scaled)
 MG0341
 MG0341                          SUPERSEDED SURVEY CONTROL
 MG0341
 MG0341  NGVD 29 (??/??/92)  209.456  (m)          687.19   (f) ADJ UNCH    2 0
 MG0341
 MG0341.Superseded values are not recommended for survey control.
 MG0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0341.See file dsdata.txt to determine how the superseded data were derived.
 MG0341
 MG0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG810298(NAD 83)
 MG0341_MARKER: DB = BENCH MARK DISK
 MG0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0341_STAMPING: S 70 1934
 MG0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0341+STABILITY: SURFACE MOTION
 MG0341
 MG0341  HISTORY     - Date     Condition        Report By
 MG0341  HISTORY     - 1934     MONUMENTED       CGS
 MG0341  HISTORY     - 1943     MARK NOT FOUND   NGS
 MG0341  HISTORY     - 19941118 MARK NOT FOUND   USPSQD
 MG0341  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MG0341
 MG0341                          STATION DESCRIPTION
 MG0341
 MG0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MG0341'2.4 MI SE FROM WHEATLAND.
 MG0341'2.4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0341'AND PACIFIC RAILROAD FROM THE STATION AT WHEATLAND, CLINTON
 MG0341'COUNTY, 6 POLES SOUTH OF MILEPOST 28, AT A PUBLIC ROAD CROSSING,
 MG0341'24 FEET NORTH OF THE CENTERLINE OF THE ROAD, 13 FEET WEST OF
 MG0341'THE CENTERLINE OF THE TRACK, 7 FEET SOUTHEAST OF A POLE, 6
 MG0341'FEET NORTH OF A CROSSING SIGN, AND ONE FOOT LOWER THAN THE
 MG0341'TRACK.  NOTE-- 2.4 MILES SOUTHEAST ALONG THE ROUTE OF THE NOW
 MG0341'DISMANTLED CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD.
 MG0341
 MG0341                          STATION RECOVERY (1994)
 MG0341
 MG0341'RECOVERY NOTE BY US POWER SQUADRON 1994
 MG0341'MARK NOT FOUND.
 MG0341
 MG0341                          STATION RECOVERY (2001)
 MG0341
 MG0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MG0341'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0517 ***********************************************************************
 NJ0517  DESIGNATION -  S 71
 NJ0517  PID         -  NJ0517
 NJ0517  STATE/COUNTY-  IA/JONES
 NJ0517  USGS QUAD   -  MONTICELLO (1980)
 NJ0517
 NJ0517                         *CURRENT SURVEY CONTROL
 NJ0517  ___________________________________________________________________
 NJ0517* NAD 83(1986)-  42 12 57.     (N)    091 09 36.     (W)     SCALED    
 NJ0517* NAVD 88     -       253.177  (meters)     830.63   (feet)  ADJUSTED  
 NJ0517  ___________________________________________________________________
 NJ0517  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 NJ0517  DYNAMIC HT  -         253.089 (meters)     830.34  (feet)  COMP
 NJ0517  MODELED GRAV-     980,265.8   (mgal)                       NAVD 88
 NJ0517
 NJ0517  VERT ORDER  -  SECOND    CLASS 0
 NJ0517
 NJ0517.The horizontal coordinates were scaled from a topographic map and have
 NJ0517.an estimated accuracy of +/- 6 seconds.
 NJ0517
 NJ0517.The orthometric height was determined by differential leveling
 NJ0517.and adjusted by the National Geodetic Survey in June 1991..
 NJ0517
 NJ0517.The geoid height was determined by GEOID03.
 NJ0517
 NJ0517.The dynamic height is computed by dividing the NAVD 88
 NJ0517.geopotential number by the normal gravity value computed on the
 NJ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0517.degrees latitude (g = 980.6199 gals.).
 NJ0517
 NJ0517.The modeled gravity was interpolated from observed gravity values.
 NJ0517
 NJ0517;                    North         East    Units  Estimated Accuracy
 NJ0517;SPC IA N     - 1,082,190.    1,693,190.      MT  (+/- 180 meters Scaled)
 NJ0517
 NJ0517                          SUPERSEDED SURVEY CONTROL
 NJ0517
 NJ0517  NGVD 29 (??/??/92)  253.204  (m)          830.72   (f) ADJ UNCH    2 0
 NJ0517
 NJ0517.Superseded values are not recommended for survey control.
 NJ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0517.See file dsdata.txt to determine how the superseded data were derived.
 NJ0517
 NJ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG518753(NAD 83)
 NJ0517_MARKER: DB = BENCH MARK DISK
 NJ0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0517_STAMPING: S 71 1934
 NJ0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0517+STABILITY: SURFACE MOTION
 NJ0517
 NJ0517  HISTORY     - Date     Condition        Report By
 NJ0517  HISTORY     - 1934     MONUMENTED       CGS
 NJ0517  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0517  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 NJ0517  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0517  HISTORY     - 20050715 MARK NOT FOUND   GEOCAC
 NJ0517
 NJ0517                          STATION DESCRIPTION
 NJ0517
 NJ0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0517'2.3 MI SE FROM MONTICELLO.
 NJ0517'2.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0517'PACIFIC RAILROAD FROM THE STATION AT MONTICELLO, JONES COUNTY,
 NJ0517'11 POLES SOUTHEAST OF MILEPOST 66, AT A PRIVATE ROAD CROSSING, 30
 NJ0517'FEET WEST OF THE CENTERLINE OF THE TRACK, 11 FEET SOUTH OF THE
 NJ0517'CENTER OF A GATE, 1 FOOT SOUTHEAST OF A RIGHT-OF-WAY FENCE
 NJ0517'CORNER, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 NJ0517'DISK, STAMPED S 71 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NJ0517
 NJ0517                          STATION RECOVERY (1977)
 NJ0517
 NJ0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0517'MARK NOT FOUND.
 NJ0517
 NJ0517                          STATION RECOVERY (1995)
 NJ0517
 NJ0517'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0517'MARK NOT FOUND.
 NJ0517
 NJ0517                          STATION RECOVERY (1998)
 NJ0517
 NJ0517'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0517'MARK NOT FOUND.
 NJ0517
 NJ0517                          STATION RECOVERY (2005)
 NJ0517
 NJ0517'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0517'THE RAILROAD HAS BEEN DISMANTLED.  THE ABANDONED RAILROAD GRADE IS
 NJ0517'INDISTINGUISHABLE EXCEPT FOR A FEW ROCKS THAT APPEAR TO BE OUT OF
 NJ0517'PLACE IN THE SOIL.
 NJ0517' 
 NJ0517'THE SCALED COORDINATES INDICATE A POINT JUST SOUTHEAST OF THE END OF
 NJ0517'THE NEW CONCRETE RUNWAY AT THE MONTICELLO AIRPORT. THE MARK IS MOST
 NJ0517'CERTAINLY LOST TO GRADING FOR THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0326 ***********************************************************************
 NJ0326  DESIGNATION -  S 72
 NJ0326  PID         -  NJ0326
 NJ0326  STATE/COUNTY-  IA/DUBUQUE
 NJ0326  USGS QUAD   -  SHERRILL (1972)
 NJ0326
 NJ0326                         *CURRENT SURVEY CONTROL
 NJ0326  ___________________________________________________________________
 NJ0326* NAD 83(1986)-  42 32 01.     (N)    090 49 01.     (W)     SCALED    
 NJ0326* NAVD 88     -       215.174  (meters)     705.95   (feet)  ADJUSTED  
 NJ0326  ___________________________________________________________________
 NJ0326  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 NJ0326  DYNAMIC HT  -         215.110 (meters)     705.74  (feet)  COMP
 NJ0326  MODELED GRAV-     980,314.8   (mgal)                       NAVD 88
 NJ0326
 NJ0326  VERT ORDER  -  SECOND    CLASS 0
 NJ0326
 NJ0326.The horizontal coordinates were scaled from a topographic map and have
 NJ0326.an estimated accuracy of +/- 6 seconds.
 NJ0326
 NJ0326.The orthometric height was determined by differential leveling
 NJ0326.and adjusted by the National Geodetic Survey in June 1991..
 NJ0326
 NJ0326.The geoid height was determined by GEOID03.
 NJ0326
 NJ0326.The dynamic height is computed by dividing the NAVD 88
 NJ0326.geopotential number by the normal gravity value computed on the
 NJ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0326.degrees latitude (g = 980.6199 gals.).
 NJ0326
 NJ0326.The modeled gravity was interpolated from observed gravity values.
 NJ0326
 NJ0326;                    North         East    Units  Estimated Accuracy
 NJ0326;SPC IA N     - 1,118,310.    1,720,380.      MT  (+/- 180 meters Scaled)
 NJ0326
 NJ0326                          SUPERSEDED SURVEY CONTROL
 NJ0326
 NJ0326  NGVD 29 (??/??/92)  215.214  (m)          706.08   (f) ADJ UNCH    2 0
 NJ0326
 NJ0326.Superseded values are not recommended for survey control.
 NJ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0326.See file dsdata.txt to determine how the superseded data were derived.
 NJ0326
 NJ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH792113(NAD 83)
 NJ0326_MARKER: DB = BENCH MARK DISK
 NJ0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0326_SP_SET: ABUTMENT
 NJ0326_STAMPING: S 72 1934
 NJ0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0326
 NJ0326  HISTORY     - Date     Condition        Report By
 NJ0326  HISTORY     - 1934     MONUMENTED       CGS
 NJ0326  HISTORY     - 20060819 MARK NOT FOUND   GEOCAC
 NJ0326
 NJ0326                          STATION DESCRIPTION
 NJ0326
 NJ0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0326'AT BUDD.
 NJ0326'AT BUDD, DUBUQUE COUNTY, AT THE CHICAGO GREAT WESTERN RAILROAD
 NJ0326'STATION, 18 POLES SOUTHWEST OF MILEPOST 183, AT A 100-FOOT HIGHWAY
 NJ0326'BRIDGE IN THE TOP OF THE SOUTHWEST WINGWALL OF THE WEST CONCRETE
 NJ0326'ABUTMENT, 65 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 7 FEET
 NJ0326'HIGHER THAN THE TRACK A STANDARD DISK, STAMPED S 72 1934.
 NJ0326
 NJ0326                          STATION RECOVERY (2006)
 NJ0326
 NJ0326'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0326'RAILROAD IS DISMANTLED AND RIGHT OF WAY IS NOW A COUNTY
 NJ0326'BICYCLE/WALKING TRAIL CALLED HERITAGE TRAIL. COUNTY ROAD HAS NEARLY
 NJ0326'NEW BRIDGE. NO EVIDENCE OF THE OLD ABUTMENT WAS FOUND. CURRENT
 NJ0326'CONFIGURATION DOES NOT ALLOW FOR A MARK 7 FEET HIGHER THAN THE TRACK
 NJ0326'AT 65 FEET EAST OF THE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0608 ***********************************************************************
 NJ0608  DESIGNATION -  S 73
 NJ0608  PID         -  NJ0608
 NJ0608  STATE/COUNTY-  IA/DELAWARE
 NJ0608  USGS QUAD   -  DUNDEE (1965)
 NJ0608
 NJ0608                         *CURRENT SURVEY CONTROL
 NJ0608  ___________________________________________________________________
 NJ0608* NAD 83(1986)-  42 35 13.     (N)    091 34 42.     (W)     SCALED    
 NJ0608* NAVD 88     -       325.662  (meters)    1068.44   (feet)  ADJUSTED  
 NJ0608  ___________________________________________________________________
 NJ0608  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 NJ0608  DYNAMIC HT  -         325.574 (meters)    1068.15  (feet)  COMP
 NJ0608  MODELED GRAV-     980,339.1   (mgal)                       NAVD 88
 NJ0608
 NJ0608  VERT ORDER  -  SECOND    CLASS 0
 NJ0608
 NJ0608.The horizontal coordinates were scaled from a topographic map and have
 NJ0608.an estimated accuracy of +/- 6 seconds.
 NJ0608
 NJ0608.The orthometric height was determined by differential leveling
 NJ0608.and adjusted by the National Geodetic Survey in June 1991..
 NJ0608
 NJ0608.The geoid height was determined by GEOID03.
 NJ0608
 NJ0608.The dynamic height is computed by dividing the NAVD 88
 NJ0608.geopotential number by the normal gravity value computed on the
 NJ0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0608.degrees latitude (g = 980.6199 gals.).
 NJ0608
 NJ0608.The modeled gravity was interpolated from observed gravity values.
 NJ0608
 NJ0608;                    North         East    Units  Estimated Accuracy
 NJ0608;SPC IA N     - 1,122,530.    1,657,720.      MT  (+/- 180 meters Scaled)
 NJ0608
 NJ0608                          SUPERSEDED SURVEY CONTROL
 NJ0608
 NJ0608  NGVD 29 (??/??/92)  325.697  (m)         1068.56   (f) ADJ UNCH    2 0
 NJ0608
 NJ0608.Superseded values are not recommended for survey control.
 NJ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0608.See file dsdata.txt to determine how the superseded data were derived.
 NJ0608
 NJ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH166159(NAD 83)
 NJ0608_MARKER: DB = BENCH MARK DISK
 NJ0608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0608_SP_SET: CULVERT
 NJ0608_STAMPING: S 73 1934
 NJ0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0608
 NJ0608  HISTORY     - Date     Condition        Report By
 NJ0608  HISTORY     - 1934     MONUMENTED       CGS
 NJ0608
 NJ0608                          STATION DESCRIPTION
 NJ0608
 NJ0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0608'1.9 MI NW FROM DUNDEE.
 NJ0608'1.9 MILES NORTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NJ0608'FROM THE STATION AT DUNDEE, DELAWARE COUNTY, 5 POLES NORTHWEST
 NJ0608'OF MILEPOST 227, AT A CATTLE PASS, AT A DOUBLE ARCH STONE
 NJ0608'CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL,
 NJ0608'20 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 4 FEET
 NJ0608'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED S 73 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ1007 ***********************************************************************
 NJ1007  DESIGNATION -  S 74 RESET
 NJ1007  PID         -  NJ1007
 NJ1007  STATE/COUNTY-  IA/FAYETTE
 NJ1007  USGS QUAD   -  OELWEIN (1981)
 NJ1007
 NJ1007                         *CURRENT SURVEY CONTROL
 NJ1007  ___________________________________________________________________
 NJ1007* NAD 83(1986)-  42 40 17.     (N)    091 54 39.     (W)     SCALED    
 NJ1007* NAVD 88     -       318.52   (meters)    1045.0    (feet)  RESET     
 NJ1007  ___________________________________________________________________
 NJ1007  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 NJ1007
 NJ1007  VERT ORDER  -  THIRD
 NJ1007
 NJ1007.The horizontal coordinates were scaled from a topographic map and have
 NJ1007.an estimated accuracy of +/- 6 seconds.
 NJ1007
 NJ1007.The orthometric height was computed from unverified reset data.
 NJ1007
 NJ1007.The geoid height was determined by GEOID03.
 NJ1007
 NJ1007;                    North         East    Units  Estimated Accuracy
 NJ1007;SPC IA N     - 1,131,340.    1,630,260.      MT  (+/- 180 meters Scaled)
 NJ1007
 NJ1007                          SUPERSEDED SURVEY CONTROL
 NJ1007
 NJ1007  NGVD 29 (05/12/04)  318.54   (m)         1045.1    (f) RESET       3  
 NJ1007
 NJ1007.Superseded values are not recommended for survey control.
 NJ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ1007.See file dsdata.txt to determine how the superseded data were derived.
 NJ1007
 NJ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH892248(NAD 83)
 NJ1007_MARKER: DB = BENCH MARK DISK
 NJ1007_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NJ1007_SP_SET: CULVERT
 NJ1007_STAMPING: S 74 RESET 1986
 NJ1007_MARK LOGO: NGS   
 NJ1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ1007+STABILITY: SURFACE MOTION
 NJ1007
 NJ1007  HISTORY     - Date     Condition        Report By
 NJ1007  HISTORY     - 1986     MONUMENTED       NGS
 NJ1007  HISTORY     - 20051120 GOOD             GEOCAC
 NJ1007
 NJ1007                          STATION DESCRIPTION
 NJ1007
 NJ1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 NJ1007'IN OELWEIN.
 NJ1007'IN OELWEIN, 0.80 KM (0.50 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAYS
 NJ1007'3 AND 150, AT A RAILROAD CROSSING, IN THE CENTER OF THE SOUTHWEST END
 NJ1007'OF A LARGE CONCRETE CULVERT, 43.3 M (142.1 FT) WEST FROM THE
 NJ1007'CENTERLINE OF HIGHWAY 150, 23.8 M (78.1 FT) NORTH FROM THE EXTENDED
 NJ1007'CENTERLINE OF 5TH STREET SOUTHEAST, 12.50 M (41.0 FT) SOUTHWEST FROM
 NJ1007'A RAILROAD RAIL JUNCTION, 6.40 M (21.0 FT) WEST FROM A POWERLINE
 NJ1007'POLE.
 NJ1007'THE MARK IS 0.6 M BELOW THE TRACKS.
 NJ1007
 NJ1007                          STATION RECOVERY (2005)
 NJ1007
 NJ1007'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ1007'RAIL JUNCTION MENTIONED IS THE FROG AT NORTHWESTERNMOST CROSSING OF
 NJ1007'THE RAILS.  HANDHELD COORDINATES N42 40 17.3 W091 54 41.1, SKY
 NJ1007'VISIBILITY SOMEWHAT OBSCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0575 ***********************************************************************
 NJ0575  DESIGNATION -  S 75
 NJ0575  PID         -  NJ0575
 NJ0575  STATE/COUNTY-  IA/LINN
 NJ0575  USGS QUAD   -  LAFAYETTE (1982)
 NJ0575
 NJ0575                         *CURRENT SURVEY CONTROL
 NJ0575  ___________________________________________________________________
 NJ0575* NAD 83(1986)-  42 08 06.     (N)    091 44 02.     (W)     SCALED    
 NJ0575* NAVD 88     -       250.665  (meters)     822.39   (feet)  ADJUSTED  
 NJ0575  ___________________________________________________________________
 NJ0575  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 NJ0575  DYNAMIC HT  -         250.581 (meters)     822.11  (feet)  COMP
 NJ0575  MODELED GRAV-     980,283.2   (mgal)                       NAVD 88
 NJ0575
 NJ0575  VERT ORDER  -  SECOND    CLASS 0
 NJ0575
 NJ0575.The horizontal coordinates were scaled from a topographic map and have
 NJ0575.an estimated accuracy of +/- 6 seconds.
 NJ0575
 NJ0575.The orthometric height was determined by differential leveling
 NJ0575.and adjusted by the National Geodetic Survey in June 1991..
 NJ0575
 NJ0575.The geoid height was determined by GEOID03.
 NJ0575
 NJ0575.The dynamic height is computed by dividing the NAVD 88
 NJ0575.geopotential number by the normal gravity value computed on the
 NJ0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0575.degrees latitude (g = 980.6199 gals.).
 NJ0575
 NJ0575.The modeled gravity was interpolated from observed gravity values.
 NJ0575
 NJ0575;                    North         East    Units  Estimated Accuracy
 NJ0575;SPC IA N     - 1,072,060.    1,646,000.      MT  (+/- 180 meters Scaled)
 NJ0575
 NJ0575                          SUPERSEDED SURVEY CONTROL
 NJ0575
 NJ0575  NGVD 29 (??/??/92)  250.692  (m)          822.48   (f) ADJ UNCH    2 0
 NJ0575
 NJ0575.Superseded values are not recommended for survey control.
 NJ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0575.See file dsdata.txt to determine how the superseded data were derived.
 NJ0575
 NJ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG046655(NAD 83)
 NJ0575_MARKER: DB = BENCH MARK DISK
 NJ0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0575_SP_SET: CULVERT
 NJ0575_STAMPING: S 75 1934
 NJ0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0575
 NJ0575  HISTORY     - Date     Condition        Report By
 NJ0575  HISTORY     - 1934     MONUMENTED       CGS
 NJ0575  HISTORY     - 20041221 GOOD             INDIV
 NJ0575
 NJ0575                          STATION DESCRIPTION
 NJ0575
 NJ0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0575'3 MI NW FROM TODDVILLE.
 NJ0575'3.0 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0575'RAILWAY FROM THE STATION AT TODDVILLE, LINN COUNTY, 2 POLES
 NJ0575'SOUTHEAST OF MILEPOST 13, IN THE TOP OF THE SOUTHEAST END OF THE
 NJ0575'SOUTHWEST STONE HEADWALL, AT A 4- BY 6-FOOT STONE CULVERT AND
 NJ0575'CATTLE GUARD, 18 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 NJ0575'AND 4-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NJ0575'S 75 1934.
 NJ0575
 NJ0575                          STATION RECOVERY (2004)
 NJ0575
 NJ0575'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLK)
 NJ0575'FOUND IN GOOD CONDITION. SKY PARTIALLY OBSCURED BY TREES. WAS ABLE TO
 NJ0575'GPS IN WINTER 2004.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0377 ***********************************************************************
 MG0377  DESIGNATION -  S 76
 MG0377  PID         -  MG0377
 MG0377  STATE/COUNTY-  IA/JOHNSON
 MG0377  USGS QUAD   -  IOWA CITY EAST (1993)
 MG0377
 MG0377                         *CURRENT SURVEY CONTROL
 MG0377  ___________________________________________________________________
 MG0377* NAD 83(1986)-  41 42 22.     (N)    091 23 10.     (W)     SCALED    
 MG0377* NAVD 88     -       245.115  (meters)     804.18   (feet)  ADJUSTED  
 MG0377  ___________________________________________________________________
 MG0377  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0377  DYNAMIC HT  -         245.020 (meters)     803.87  (feet)  COMP
 MG0377  MODELED GRAV-     980,231.4   (mgal)                       NAVD 88
 MG0377
 MG0377  VERT ORDER  -  SECOND    CLASS 0
 MG0377
 MG0377.The horizontal coordinates were scaled from a topographic map and have
 MG0377.an estimated accuracy of +/- 6 seconds.
 MG0377
 MG0377.The orthometric height was determined by differential leveling
 MG0377.and adjusted by the National Geodetic Survey in June 1991..
 MG0377
 MG0377.The geoid height was determined by GEOID03.
 MG0377
 MG0377.The dynamic height is computed by dividing the NAVD 88
 MG0377.geopotential number by the normal gravity value computed on the
 MG0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0377.degrees latitude (g = 980.6199 gals.).
 MG0377
 MG0377.The modeled gravity was interpolated from observed gravity values.
 MG0377
 MG0377;                    North         East    Units  Estimated Accuracy
 MG0377;SPC IA S     -   191,600.      675,920.      MT  (+/- 180 meters Scaled)
 MG0377
 MG0377                          SUPERSEDED SURVEY CONTROL
 MG0377
 MG0377  NGVD 29 (??/??/92)  245.151  (m)          804.30   (f) ADJ UNCH    2 0
 MG0377
 MG0377.Superseded values are not recommended for survey control.
 MG0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0377.See file dsdata.txt to determine how the superseded data were derived.
 MG0377
 MG0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG342184(NAD 83)
 MG0377_MARKER: DB = BENCH MARK DISK
 MG0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0377_STAMPING: S 76 1934
 MG0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0377+STABILITY: SURFACE MOTION
 MG0377
 MG0377  HISTORY     - Date     Condition        Report By
 MG0377  HISTORY     - 1934     MONUMENTED       CGS
 MG0377  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0377
 MG0377                          STATION DESCRIPTION
 MG0377
 MG0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0377'AT OASIS.
 MG0377'AT OASIS, JOHNSON COUNTY, 50 FEET NORTHWEST OF THE NORTH CORNER
 MG0377'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION, 8-1/2 POLES
 MG0377'NORTHWEST OF MILEPOST 73, 14 FEET SOUTHWEST OF THE CENTERLINE
 MG0377'OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 MG0377'S 76 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MG0377
 MG0377                          STATION RECOVERY (2000)
 MG0377
 MG0377'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0377'IT IS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0396 ***********************************************************************
 MG0396  DESIGNATION -  S 77
 MG0396  PID         -  MG0396
 MG0396  STATE/COUNTY-  IA/CEDAR
 MG0396  USGS QUAD   -  TIPTON WEST (1965)
 MG0396
 MG0396                         *CURRENT SURVEY CONTROL
 MG0396  ___________________________________________________________________
 MG0396* NAD 83(1986)-  41 45 55.     (N)    091 14 31.     (W)     SCALED    
 MG0396* NAVD 88     -       226.892  (meters)     744.39   (feet)  ADJUSTED  
 MG0396  ___________________________________________________________________
 MG0396  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MG0396  DYNAMIC HT  -         226.807 (meters)     744.12  (feet)  COMP
 MG0396  MODELED GRAV-     980,244.3   (mgal)                       NAVD 88
 MG0396
 MG0396  VERT ORDER  -  SECOND    CLASS 0
 MG0396
 MG0396.The horizontal coordinates were scaled from a topographic map and have
 MG0396.an estimated accuracy of +/- 6 seconds.
 MG0396
 MG0396.The orthometric height was determined by differential leveling
 MG0396.and adjusted by the National Geodetic Survey in June 1991..
 MG0396
 MG0396.The geoid height was determined by GEOID03.
 MG0396
 MG0396.The dynamic height is computed by dividing the NAVD 88
 MG0396.geopotential number by the normal gravity value computed on the
 MG0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0396.degrees latitude (g = 980.6199 gals.).
 MG0396
 MG0396.The modeled gravity was interpolated from observed gravity values.
 MG0396
 MG0396;                    North         East    Units  Estimated Accuracy
 MG0396;SPC IA S     -   198,480.      687,750.      MT  (+/- 180 meters Scaled)
 MG0396
 MG0396                          SUPERSEDED SURVEY CONTROL
 MG0396
 MG0396  NGVD 29 (??/??/92)  226.934  (m)          744.53   (f) ADJ UNCH    2 0
 MG0396
 MG0396.Superseded values are not recommended for survey control.
 MG0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0396.See file dsdata.txt to determine how the superseded data were derived.
 MG0396
 MG0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG461252(NAD 83)
 MG0396_MARKER: DB = BENCH MARK DISK
 MG0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0396_SP_SET: CULVERT
 MG0396_STAMPING: S 77 1934
 MG0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0396
 MG0396  HISTORY     - Date     Condition        Report By
 MG0396  HISTORY     - 1934     MONUMENTED       CGS
 MG0396  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0396  HISTORY     - 20050214 MARK NOT FOUND   GEOCAC
 MG0396
 MG0396                          STATION DESCRIPTION
 MG0396
 MG0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0396'AT BUCHANAN.
 MG0396'AT BUCHANAN, CEDAR COUNTY, 350 FEET EAST OF THE CHICAGO, ROCK ISLAND
 MG0396'AND PACIFIC RAILWAY STATION, 100 FEET WEST OF MILEPOST 33, AT A
 MG0396'2- BY 2-FOOT STONE BOX CULVERT, IN THE NORTHEAST CORNER OF THE NORTH
 MG0396'STONE HEADWALL, 35 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 MG0396'AND 3.5 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 MG0396'S 77 1934.
 MG0396
 MG0396                          STATION RECOVERY (1998)
 MG0396
 MG0396'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0396'MARK NOT FOUND.
 MG0396
 MG0396                          STATION RECOVERY (2005)
 MG0396
 MG0396'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 MG0396'THE RAILROAD LINE HAS BEEN REMOVED AND THE GRADE HAS BEEN LEVELED AT
 MG0396'THIS LOCATION. NO EVIDENCE OF A CULVERT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0185 ***********************************************************************
 NJ0185  DESIGNATION -  S 78
 NJ0185  PID         -  NJ0185
 NJ0185  STATE/COUNTY-  IA/JACKSON
 NJ0185  USGS QUAD   -  MILES (1980)
 NJ0185
 NJ0185                         *CURRENT SURVEY CONTROL
 NJ0185  ___________________________________________________________________
 NJ0185* NAD 83(1986)-  42 04 11.     (N)    090 16 07.     (W)     SCALED    
 NJ0185* NAVD 88     -       240.044  (meters)     787.54   (feet)  ADJUSTED  
 NJ0185  ___________________________________________________________________
 NJ0185  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NJ0185  DYNAMIC HT  -         239.961 (meters)     787.27  (feet)  COMP
 NJ0185  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 NJ0185
 NJ0185  VERT ORDER  -  SECOND    CLASS 0
 NJ0185
 NJ0185.The horizontal coordinates were scaled from a topographic map and have
 NJ0185.an estimated accuracy of +/- 6 seconds.
 NJ0185
 NJ0185.The orthometric height was determined by differential leveling
 NJ0185.and adjusted by the National Geodetic Survey in June 1991..
 NJ0185
 NJ0185.The geoid height was determined by GEOID03.
 NJ0185
 NJ0185.The dynamic height is computed by dividing the NAVD 88
 NJ0185.geopotential number by the normal gravity value computed on the
 NJ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0185.degrees latitude (g = 980.6199 gals.).
 NJ0185
 NJ0185.The modeled gravity was interpolated from observed gravity values.
 NJ0185
 NJ0185;                    North         East    Units  Estimated Accuracy
 NJ0185;SPC IA N     - 1,068,390.    1,767,370.      MT  (+/- 180 meters Scaled)
 NJ0185
 NJ0185                          SUPERSEDED SURVEY CONTROL
 NJ0185
 NJ0185  NGVD 29 (??/??/92)  240.07   (m)          787.6    (f) COMPUTED    2 0
 NJ0185
 NJ0185.Superseded values are not recommended for survey control.
 NJ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0185.See file dsdata.txt to determine how the superseded data were derived.
 NJ0185
 NJ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG259611(NAD 83)
 NJ0185_MARKER: DB = BENCH MARK DISK
 NJ0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0185_SP_SET: CULVERT
 NJ0185_STAMPING: S-78 1934
 NJ0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0185
 NJ0185  HISTORY     - Date     Condition        Report By
 NJ0185  HISTORY     - 1934     MONUMENTED       CGS
 NJ0185  HISTORY     - 19940924 MARK NOT FOUND   USPSQD
 NJ0185  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0185
 NJ0185                          STATION DESCRIPTION
 NJ0185
 NJ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0185'5.2 MI W FROM SABULA.
 NJ0185'KNIGHTS OF PYTHIAS HALL, SABULA, 5.2 MILES WEST OF.  ALONG STATE
 NJ0185'HIGHWAY 117, SAVANNA TO MAQUOKETA ROAD, AT 4 FOOT BY 6 FOOT
 NJ0185'R C B CULVERT, 32 FEET EAST OF PRIVATE ENTRANCE TO FIELD NEAR THE
 NJ0185'MIDDLE OF WEST SLOPE.  SET IN THE WEST END OF THE SOUTH HEADWALL,
 NJ0185'16 FEET SOUTH OF THE CENTER LINE OF ROAD, LEVEL WITH ROAD.
 NJ0185
 NJ0185                          STATION RECOVERY (1994)
 NJ0185
 NJ0185'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0185'MARK NOT FOUND.
 NJ0185
 NJ0185                          STATION RECOVERY (2001)
 NJ0185
 NJ0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0185'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0186 ***********************************************************************
 NJ0186  DESIGNATION -  S 78 RESET
 NJ0186  PID         -  NJ0186
 NJ0186  STATE/COUNTY-  IA/JACKSON
 NJ0186  USGS QUAD   -  MILES (1980)
 NJ0186
 NJ0186                         *CURRENT SURVEY CONTROL
 NJ0186  ___________________________________________________________________
 NJ0186* NAD 83(1986)-  42 04 11.     (N)    090 16 07.     (W)     SCALED    
 NJ0186* NAVD 88     -       239.91   (meters)     787.1    (feet)  RESET     
 NJ0186  ___________________________________________________________________
 NJ0186  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NJ0186
 NJ0186  VERT ORDER  -  THIRD
 NJ0186
 NJ0186.The horizontal coordinates were scaled from a topographic map and have
 NJ0186.an estimated accuracy of +/- 6 seconds.
 NJ0186
 NJ0186.The orthometric height was computed from unverified reset data.
 NJ0186.No vertical observational check was made to the station.
 NJ0186
 NJ0186.The geoid height was determined by GEOID03.
 NJ0186
 NJ0186;                    North         East    Units  Estimated Accuracy
 NJ0186;SPC IA N     - 1,068,390.    1,767,370.      MT  (+/- 180 meters Scaled)
 NJ0186
 NJ0186                          SUPERSEDED SURVEY CONTROL
 NJ0186
 NJ0186  NGVD 29 (??/??/??)  239.94   (m)          787.2    (f) RESET       3  
 NJ0186
 NJ0186.Superseded values are not recommended for survey control.
 NJ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0186.See file dsdata.txt to determine how the superseded data were derived.
 NJ0186
 NJ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG259611(NAD 83)
 NJ0186_MARKER: DB = BENCH MARK DISK
 NJ0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0186_SP_SET: CULVERT
 NJ0186_STAMPING: S 78 RESET 1940
 NJ0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0186
 NJ0186  HISTORY     - Date     Condition        Report By
 NJ0186  HISTORY     - 1940     MONUMENTED       IAHD
 NJ0186  HISTORY     - 19940924 GOOD             USPSQD
 NJ0186  HISTORY     - 20010331 GOOD             NGS
 NJ0186
 NJ0186                          STATION DESCRIPTION
 NJ0186
 NJ0186'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1940
 NJ0186'5.2 MI W FROM SABULA.
 NJ0186'5.2 MILES WEST ALONG STATE HIGHWAY 64 FROM THE KNIGHTS OF PYTHIAS
 NJ0186'HALL AT SABULA, JACKSON COUNTY, NEAR A PRIVATE ENTRANCE TO A
 NJ0186'FIELD, AT A 3- BY 3-FOOT CONCRETE-BOX CULVERT (REBUILT IN 1940)
 NJ0186'AND IN THE TOP OF THE SOUTH CONCRETE HEADWALL.
 NJ0186
 NJ0186                          STATION RECOVERY (1994)
 NJ0186
 NJ0186'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0186'RECOVERED IN GOOD CONDITION.
 NJ0186
 NJ0186                          STATION RECOVERY (2001)
 NJ0186
 NJ0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0186'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0231 ***********************************************************************
 LF0231  FBN         -  This is a Federal Base Network Control Station.
 LF0231  DESIGNATION -  S 8
 LF0231  PID         -  LF0231
 LF0231  STATE/COUNTY-  IA/PAGE
 LF0231  USGS QUAD   -  BLANCHARD (1981)
 LF0231
 LF0231                         *CURRENT SURVEY CONTROL
 LF0231  ___________________________________________________________________
 LF0231* NAD 83(1996)-  40 36 37.37499(N)    095 13 13.46418(W)     ADJUSTED  
 LF0231* NAVD 88     -       296.766  (meters)     973.64   (feet)  ADJUSTED  
 LF0231  ___________________________________________________________________
 LF0231  X           -    -441,203.425 (meters)                     COMP
 LF0231  Y           -  -4,828,953.797 (meters)                     COMP
 LF0231  Z           -   4,129,845.917 (meters)                     COMP
 LF0231  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 LF0231  ELLIP HEIGHT-         265.94  (meters)          (07/28/03) GPS OBS
 LF0231  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 LF0231  DYNAMIC HT  -         296.609 (meters)     973.12  (feet)  COMP
 LF0231  MODELED GRAV-     980,088.6   (mgal)                       NAVD 88
 LF0231
 LF0231  HORZ ORDER  -  B
 LF0231  VERT ORDER  -  FIRST     CLASS II
 LF0231  ELLP ORDER  -  FOURTH    CLASS I
 LF0231
 LF0231.The horizontal coordinates were established by GPS observations
 LF0231.and adjusted by the National Geodetic Survey in August 1997..
 LF0231
 LF0231.The orthometric height was determined by differential leveling
 LF0231.and adjusted by the National Geodetic Survey in June 1991..
 LF0231
 LF0231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF0231
 LF0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0231
 LF0231.The ellipsoidal height was determined by GPS observations
 LF0231.and is referenced to NAD 83.
 LF0231
 LF0231.The geoid height was determined by GEOID03.
 LF0231
 LF0231.The dynamic height is computed by dividing the NAVD 88
 LF0231.geopotential number by the normal gravity value computed on the
 LF0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0231.degrees latitude (g = 980.6199 gals.).
 LF0231
 LF0231.The modeled gravity was interpolated from observed gravity values.
 LF0231
 LF0231;                    North         East     Units Scale Factor Converg.
 LF0231;SPC IA S     -    69,221.946   354,413.599   MT  1.00000112   -1 07 59.6
 LF0231;UTM  15      - 4,497,877.034   312,157.826   MT  1.00003433   -1 26 44.6
 LF0231
 LF0231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0231!SPC IA S     -   0.99995828  x   1.00000112  =   0.99995940
 LF0231!UTM  15      -   0.99995828  x   1.00003433  =   0.99999261
 LF0231
 LF0231                          SUPERSEDED SURVEY CONTROL
 LF0231
 LF0231  ELLIP H (08/25/97)  265.99   (m)                       GP(       ) 4 1
 LF0231  NAVD 88 (08/25/97)  296.77   (m)          973.7    (f) LEVELING    3  
 LF0231  NGVD 29 (??/??/92)  296.666  (m)          973.31   (f) ADJ UNCH    1 2
 LF0231
 LF0231.Superseded values are not recommended for survey control.
 LF0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0231.See file dsdata.txt to determine how the superseded data were derived.
 LF0231
 LF0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE1215897877(NAD 83)
 LF0231_MARKER: DB = BENCH MARK DISK
 LF0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0231_STAMPING: S 8 1933
 LF0231_MARK LOGO: CGS   
 LF0231_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0231+STABILITY: SURFACE MOTION
 LF0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0231+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 LF0231
 LF0231  HISTORY     - Date     Condition        Report By
 LF0231  HISTORY     - 1933     MONUMENTED       CGS
 LF0231  HISTORY     - 1941     GOOD             NGS
 LF0231  HISTORY     - 19960916 GOOD             IADT
 LF0231  HISTORY     - 20020308 GOOD             JCLS
 LF0231  HISTORY     - 20030205 GOOD             IADT
 LF0231  HISTORY     - 20030723 GOOD             IADT
 LF0231
 LF0231                          STATION DESCRIPTION
 LF0231
 LF0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0231'2 MI N FROM BLANCHARD.
 LF0231'2.0 MILES NORTH ALONG THE WABASH RAILWAY FROM BLANCHARD, PAGE
 LF0231'COUNTY, 34 POLES NORTH OF MILEPOST ST. L. 346, 45 FEET SOUTH OF A
 LF0231'ROAD CROSSING, 30 FEET WEST OF THE TRACK, AND 15 FEET EAST OF A
 LF0231'FENCE.  A STANDARD DISK, STAMPED S 8 1933 AND SET IN THE TOP OF A
 LF0231'CONCRETE POST.
 LF0231
 LF0231                          STATION RECOVERY (1996)
 LF0231
 LF0231'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 LF0231'RECOVERED BY IOWA DOT IN 1996.  THE STATION IS LOCATED 5 MI (8.0 KM)
 LF0231'WEST OF COLLEGE SPRINGS, 3.5 MI (5.6 KM) EAST OF NORTHBORO, 3 MI (4.8
 LF0231'KM) SOUTH OF COIN, AND 2 MI (3.2 KM) NORTH OF BLANCHARD, NEAR THE
 LF0231'CORNER OF SECTIONS 16,17,20, AND 21 IN T 67 N, R 38 W.  THE MONUMENT
 LF0231'IS PROTRUDING 0.3 FT (9.1 CM) ABOVE GROUND LEVEL.  TO REACH THE
 LF0231'STATION FROM THE JUNCTION OF COUNTY ROADS J 52 AND M 48 IN THE TOWN OF
 LF0231'COIN, GO SOUTH ON COUNTY ROAD M 48 FOR 3.2 MI (5.1 KM) TO A GRAVEL
 LF0231'ROAD WEST.  THE STATION IS 21 M (68.9 FT) SOUTHWEST OF THE
 LF0231'INTERSECTION OF THE GRAVEL ROAD WITH THE ABANDONED RR GRADE, NOW KNOWN
 LF0231'AS THE WABASH NATURE TRAIL, 15 FT (4.6 M) SOUTH OF THE E/W LINE OF
 LF0231'FENCE, 15 FT (4.6 M) EAST OF A N/S FENCE, AND 0.1 M (0.3 FT) NORTH OF
 LF0231'A PINK STATE HARN SURVEY SIGN.
 LF0231
 LF0231                          STATION RECOVERY (2002)
 LF0231
 LF0231'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 LF0231'DESCRIPTION IS ADEQUATE
 LF0231
 LF0231                          STATION RECOVERY (2003)
 LF0231
 LF0231'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (DO)
 LF0231'RECOVERED AS DESCRIBED.
 LF0231'
 LF0231
 LF0231                          STATION RECOVERY (2003)
 LF0231
 LF0231'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (DMO)
 LF0231'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0539 ***********************************************************************
 NJ0539  DESIGNATION -  S 80
 NJ0539  PID         -  NJ0539
 NJ0539  STATE/COUNTY-  IA/LINN
 NJ0539  USGS QUAD   -  MARION (1994)
 NJ0539
 NJ0539                         *CURRENT SURVEY CONTROL
 NJ0539  ___________________________________________________________________
 NJ0539* NAD 83(1986)-  42 01 19.     (N)    091 30 32.     (W)     SCALED    
 NJ0539* NAVD 88     -       252.557  (meters)     828.60   (feet)  ADJUSTED  
 NJ0539  ___________________________________________________________________
 NJ0539  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 NJ0539  DYNAMIC HT  -         252.463 (meters)     828.29  (feet)  COMP
 NJ0539  MODELED GRAV-     980,243.3   (mgal)                       NAVD 88
 NJ0539
 NJ0539  VERT ORDER  -  SECOND    CLASS 0
 NJ0539
 NJ0539.The horizontal coordinates were scaled from a topographic map and have
 NJ0539.an estimated accuracy of +/- 6 seconds.
 NJ0539
 NJ0539.The orthometric height was determined by differential leveling
 NJ0539.and adjusted by the National Geodetic Survey in June 1991..
 NJ0539
 NJ0539.The geoid height was determined by GEOID03.
 NJ0539
 NJ0539.The dynamic height is computed by dividing the NAVD 88
 NJ0539.geopotential number by the normal gravity value computed on the
 NJ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0539.degrees latitude (g = 980.6199 gals.).
 NJ0539
 NJ0539.The modeled gravity was interpolated from observed gravity values.
 NJ0539
 NJ0539;                    North         East    Units  Estimated Accuracy
 NJ0539;SPC IA N     - 1,059,920.    1,664,900.      MT  (+/- 180 meters Scaled)
 NJ0539
 NJ0539                          SUPERSEDED SURVEY CONTROL
 NJ0539
 NJ0539  NGVD 29 (??/??/92)  252.581  (m)          828.68   (f) ADJ UNCH    2 0
 NJ0539
 NJ0539.Superseded values are not recommended for survey control.
 NJ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0539.See file dsdata.txt to determine how the superseded data were derived.
 NJ0539
 NJ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG234532(NAD 83)
 NJ0539_MARKER: DB = BENCH MARK DISK
 NJ0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0539_STAMPING: S 80 1934
 NJ0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0539+STABILITY: SURFACE MOTION
 NJ0539
 NJ0539  HISTORY     - Date     Condition        Report By
 NJ0539  HISTORY     - 1934     MONUMENTED       CGS
 NJ0539  HISTORY     - 19940504 MARK NOT FOUND   USPSQD
 NJ0539
 NJ0539                          STATION DESCRIPTION
 NJ0539
 NJ0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0539'3.6 MI W FROM PARALTA.
 NJ0539'3.6 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NJ0539'RAILROAD FROM THE RAILROAD JUNCTION AT PARALTA, LINN COUNTY, 13
 NJ0539'POLES WEST OF MILEPOST 222, AT A PUBLIC ROAD CROSSING, 20 FEET
 NJ0539'NORTH OF THE RIGHT OF WAY FENCE, 15 FEET SOUTH OF THE CENTERLINE
 NJ0539'OF THE SOUTH TRACK, 12 FEET WEST OF THE CENTERLINE OF THE ROAD,
 NJ0539'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED S 80 1934
 NJ0539'AND SET IN THE TOP OF A CONCRETE POST.
 NJ0539
 NJ0539                          STATION RECOVERY (1994)
 NJ0539
 NJ0539'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0048 ***********************************************************************
 NK0048  DESIGNATION -  S 81
 NK0048  PID         -  NK0048
 NK0048  STATE/COUNTY-  IA/BENTON
 NK0048  USGS QUAD   -  GARRISON (1971)
 NK0048
 NK0048                         *CURRENT SURVEY CONTROL
 NK0048  ___________________________________________________________________
 NK0048* NAD 83(1986)-  42 08 43.     (N)    092 09 03.     (W)     SCALED    
 NK0048* NAVD 88     -       264.741  (meters)     868.57   (feet)  ADJUSTED  
 NK0048  ___________________________________________________________________
 NK0048  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 NK0048  DYNAMIC HT  -         264.656 (meters)     868.29  (feet)  COMP
 NK0048  MODELED GRAV-     980,291.4   (mgal)                       NAVD 88
 NK0048
 NK0048  VERT ORDER  -  SECOND    CLASS 0
 NK0048
 NK0048.The horizontal coordinates were scaled from a topographic map and have
 NK0048.an estimated accuracy of +/- 6 seconds.
 NK0048
 NK0048.The orthometric height was determined by differential leveling
 NK0048.and adjusted by the National Geodetic Survey in June 1991..
 NK0048
 NK0048.The geoid height was determined by GEOID03.
 NK0048
 NK0048.The dynamic height is computed by dividing the NAVD 88
 NK0048.geopotential number by the normal gravity value computed on the
 NK0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0048.degrees latitude (g = 980.6199 gals.).
 NK0048
 NK0048.The modeled gravity was interpolated from observed gravity values.
 NK0048
 NK0048;                    North         East    Units  Estimated Accuracy
 NK0048;SPC IA N     - 1,072,570.    1,611,520.      MT  (+/- 180 meters Scaled)
 NK0048
 NK0048                          SUPERSEDED SURVEY CONTROL
 NK0048
 NK0048.No superseded survey control is available for this station.
 NK0048
 NK0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG701662(NAD 83)
 NK0048_MARKER: DB = BENCH MARK DISK
 NK0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0048_SP_SET: CULVERT
 NK0048_STAMPING: S 81 1934
 NK0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0048
 NK0048  HISTORY     - Date     Condition        Report By
 NK0048  HISTORY     - 1934     MONUMENTED       CGS
 NK0048
 NK0048                          STATION DESCRIPTION
 NK0048
 NK0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0048'0.4 MI W FROM GARRISON.
 NK0048'0.4 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 NK0048'FROM THE STATION AT GARRISON, BENTON COUNTY, 5 POLES NORTHWEST
 NK0048'OF MILEPOST 30, AT AN 8- BY 8-FOOT TWIN STONE BOX CULVERT, IN
 NK0048'THE SOUTHEAST END OF THE SOUTHWEST STONE HEAD WALL, 10 FEET
 NK0048'SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND 1 FOOT LOWER THAN
 NK0048'THE RAIL.  A STANDARD DISK, STAMPED S 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0094 ***********************************************************************
 NK0094  DESIGNATION -  S 82
 NK0094  PID         -  NK0094
 NK0094  STATE/COUNTY-  IA/TAMA
 NK0094  USGS QUAD   -  CLUTIER (1971)
 NK0094
 NK0094                         *CURRENT SURVEY CONTROL
 NK0094  ___________________________________________________________________
 NK0094* NAD 83(1986)-  42 03 25.     (N)    092 22 36.     (W)     SCALED    
 NK0094* NAVD 88     -       253.461  (meters)     831.56   (feet)  ADJUSTED  
 NK0094  ___________________________________________________________________
 NK0094  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NK0094  DYNAMIC HT  -         253.371 (meters)     831.27  (feet)  COMP
 NK0094  MODELED GRAV-     980,264.4   (mgal)                       NAVD 88
 NK0094
 NK0094  VERT ORDER  -  SECOND    CLASS 0
 NK0094
 NK0094.The horizontal coordinates were scaled from a topographic map and have
 NK0094.an estimated accuracy of +/- 6 seconds.
 NK0094
 NK0094.The orthometric height was determined by differential leveling
 NK0094.and adjusted by the National Geodetic Survey in June 1991..
 NK0094
 NK0094.The geoid height was determined by GEOID03.
 NK0094
 NK0094.The dynamic height is computed by dividing the NAVD 88
 NK0094.geopotential number by the normal gravity value computed on the
 NK0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0094.degrees latitude (g = 980.6199 gals.).
 NK0094
 NK0094.The modeled gravity was interpolated from observed gravity values.
 NK0094
 NK0094;                    North         East    Units  Estimated Accuracy
 NK0094;SPC IA N     - 1,062,480.    1,592,980.      MT  (+/- 180 meters Scaled)
 NK0094
 NK0094                          SUPERSEDED SURVEY CONTROL
 NK0094
 NK0094  NGVD 29 (??/??/92)  253.459  (m)          831.56   (f) ADJ UNCH    2 0
 NK0094
 NK0094.Superseded values are not recommended for survey control.
 NK0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0094.See file dsdata.txt to determine how the superseded data were derived.
 NK0094
 NK0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG515562(NAD 83)
 NK0094_MARKER: DB = BENCH MARK DISK
 NK0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0094_STAMPING: S 82 1934
 NK0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0094+STABILITY: SURFACE MOTION
 NK0094
 NK0094  HISTORY     - Date     Condition        Report By
 NK0094  HISTORY     - 1934     MONUMENTED       CGS
 NK0094
 NK0094                          STATION DESCRIPTION
 NK0094
 NK0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0094'2.1 MI SE FROM CLUTIER.
 NK0094'2.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NK0094'FROM THE STATION AT CLUTIER, TAMA COUNTY, 9 POLES NORTHWEST OF
 NK0094'MILEPOST 13, AT A PUBLIC-ROAD CROSSING, 33 FEET SOUTHEAST OF
 NK0094'CONCRETE PIPE CULVERT 35-1/4, 60 FEET SOUTHEAST OF THE CENTER
 NK0094'LINE OF THE ROAD, 41 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NK0094'TRACK, 6 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE CORNER, AND
 NK0094'3 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED S 82 1934
 NK0094'AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0018 ***********************************************************************
 MH0018  DESIGNATION -  S 83
 MH0018  PID         -  MH0018
 MH0018  STATE/COUNTY-  IA/TAMA
 MH0018  USGS QUAD   -  CHELSEA (1968)
 MH0018
 MH0018                         *CURRENT SURVEY CONTROL
 MH0018  ___________________________________________________________________
 MH0018* NAD 83(1986)-  41 56 24.     (N)    092 27 32.     (W)     SCALED    
 MH0018* NAVD 88     -       243.087  (meters)     797.53   (feet)  ADJUSTED  
 MH0018  ___________________________________________________________________
 MH0018  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 MH0018  DYNAMIC HT  -         242.998 (meters)     797.24  (feet)  COMP
 MH0018  MODELED GRAV-     980,250.8   (mgal)                       NAVD 88
 MH0018
 MH0018  VERT ORDER  -  SECOND    CLASS 0
 MH0018
 MH0018.The horizontal coordinates were scaled from a topographic map and have
 MH0018.an estimated accuracy of +/- 6 seconds.
 MH0018
 MH0018.The orthometric height was determined by differential leveling
 MH0018.and adjusted by the National Geodetic Survey in June 1991..
 MH0018
 MH0018.The geoid height was determined by GEOID03.
 MH0018
 MH0018.The dynamic height is computed by dividing the NAVD 88
 MH0018.geopotential number by the normal gravity value computed on the
 MH0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0018.degrees latitude (g = 980.6199 gals.).
 MH0018
 MH0018.The modeled gravity was interpolated from observed gravity values.
 MH0018
 MH0018;                    North         East    Units  Estimated Accuracy
 MH0018;SPC IA N     - 1,049,410.    1,586,340.      MT  (+/- 180 meters Scaled)
 MH0018
 MH0018                          SUPERSEDED SURVEY CONTROL
 MH0018
 MH0018  NGVD 29 (??/??/92)  243.085  (m)          797.52   (f) ADJ UNCH    2 0
 MH0018
 MH0018.Superseded values are not recommended for survey control.
 MH0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0018.See file dsdata.txt to determine how the superseded data were derived.
 MH0018
 MH0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG448432(NAD 83)
 MH0018_MARKER: DB = BENCH MARK DISK
 MH0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0018_SP_SET: CULVERT
 MH0018_STAMPING: S 83 1934
 MH0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0018+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2004
 MH0018
 MH0018  HISTORY     - Date     Condition        Report By
 MH0018  HISTORY     - 1934     MONUMENTED       CGS
 MH0018  HISTORY     - 20040916 GOOD             GEOCAC
 MH0018
 MH0018                          STATION DESCRIPTION
 MH0018
 MH0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0018'3.6 MI W FROM CHELSEA.
 MH0018'3.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MH0018'FROM THE STATION AT CHELSEA, TAMA COUNTY, 17 POLES WEST OF
 MH0018'MILEPOST 126, AT 6- BY 17-FOOT REINFORCED CONCRETE BOX CULVERT
 MH0018'368, IN THE SOUTHWEST CORNER OF THE SOUTH CONCRETE HEADWALL,
 MH0018'12 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET
 MH0018'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED S 83 1934.
 MH0018
 MH0018                          STATION RECOVERY (2004)
 MH0018
 MH0018'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0602 ***********************************************************************
 MG0602  DESIGNATION -  S 84 RESET
 MG0602  PID         -  MG0602
 MG0602  STATE/COUNTY-  IA/LINN
 MG0602  USGS QUAD   -  FAIRFAX (1993)
 MG0602
 MG0602                         *CURRENT SURVEY CONTROL
 MG0602  ___________________________________________________________________
 MG0602* NAD 83(1986)-  41 55 05.     (N)    091 48 54.     (W)     SCALED    
 MG0602* NAVD 88     -       233.49   (meters)     766.0    (feet)  RESET     
 MG0602  ___________________________________________________________________
 MG0602  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 MG0602
 MG0602  VERT ORDER  -  THIRD
 MG0602
 MG0602.The horizontal coordinates were scaled from a topographic map and have
 MG0602.an estimated accuracy of +/- 6 seconds.
 MG0602
 MG0602.The orthometric height was computed from unverified reset data.
 MG0602
 MG0602.The geoid height was determined by GEOID03.
 MG0602
 MG0602;                    North         East    Units  Estimated Accuracy
 MG0602;SPC IA N     - 1,047,830.    1,639,780.      MT  (+/- 180 meters Scaled)
 MG0602
 MG0602                          SUPERSEDED SURVEY CONTROL
 MG0602
 MG0602  NGVD 29 (??/??/??)  233.50   (m)          766.1    (f) RESET       3  
 MG0602
 MG0602.Superseded values are not recommended for survey control.
 MG0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0602.See file dsdata.txt to determine how the superseded data were derived.
 MG0602
 MG0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG982413(NAD 83)
 MG0602_MARKER: DD = SURVEY DISK
 MG0602_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0602_SP_SET: ABUTMENT
 MG0602_STAMPING: S 84 RESET 1938
 MG0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0602+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 MG0602
 MG0602  HISTORY     - Date     Condition        Report By
 MG0602  HISTORY     - 1938     MONUMENTED       CNWRR
 MG0602  HISTORY     - 1938     GOOD             NGS
 MG0602  HISTORY     - 19950415 MARK NOT FOUND   USPSQD
 MG0602  HISTORY     - 20041004 GOOD             GEOCAC
 MG0602
 MG0602                          STATION DESCRIPTION
 MG0602
 MG0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MG0602'1.8 MI SW FROM FAIRFAX.
 MG0602'1.8 MILES SOUTHWEST ALONG THE CHICAGO AND WESTERN RAILWAY
 MG0602'FROM FAIRFAX, LINN COUNTY, 12 POLES EAST OF MILEPOST 92, 430
 MG0602'FEET WEST OF A PRIVATE-ROAD CROSSING, AT 15-FOOT STEEL BRIDGE
 MG0602'254, AND IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT.  A
 MG0602'STANDARD DISK, STAMPED S 84 RESET 1938.
 MG0602
 MG0602                          STATION RECOVERY (1995)
 MG0602
 MG0602'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0602'MARK NOT FOUND.
 MG0602
 MG0602                          STATION RECOVERY (2004)
 MG0602
 MG0602'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MG0602'AT A CONCRETE BRIDGE, 9 FEET 4 INCHES SOUTH OF THE CENTERLINE OF THE
 MG0602'SOUTH TRACK, CENTERED 26 INCHES FROM THE INTERSECTION OF THE WEST EDGE
 MG0602'AND THE SOUTHWEST EDGE OF THE EAST CONCRETE ABUTMENT AND 12 INCHES
 MG0602'FROM THE WEST EDGE, 4 FEET LOWER THAN THE BASE OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0028 ***********************************************************************
 MH0028  DESIGNATION -  S 85
 MH0028  PID         -  MH0028
 MH0028  STATE/COUNTY-  IA/IOWA
 MH0028  USGS QUAD   -  WILLIAMSBURG (1968)
 MH0028
 MH0028                         *CURRENT SURVEY CONTROL
 MH0028  ___________________________________________________________________
 MH0028* NAD 83(1986)-  41 39 42.     (N)    092 00 11.     (W)     SCALED    
 MH0028* NAVD 88     -       232.618  (meters)     763.18   (feet)  ADJUSTED  
 MH0028  ___________________________________________________________________
 MH0028  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 MH0028  DYNAMIC HT  -         232.527 (meters)     762.88  (feet)  COMP
 MH0028  MODELED GRAV-     980,224.1   (mgal)                       NAVD 88
 MH0028
 MH0028  VERT ORDER  -  SECOND    CLASS 0
 MH0028
 MH0028.The horizontal coordinates were scaled from a topographic map and have
 MH0028.an estimated accuracy of +/- 6 seconds.
 MH0028
 MH0028.The orthometric height was determined by differential leveling
 MH0028.and adjusted by the National Geodetic Survey in June 1991..
 MH0028
 MH0028.The geoid height was determined by GEOID03.
 MH0028
 MH0028.The dynamic height is computed by dividing the NAVD 88
 MH0028.geopotential number by the normal gravity value computed on the
 MH0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0028.degrees latitude (g = 980.6199 gals.).
 MH0028
 MH0028.The modeled gravity was interpolated from observed gravity values.
 MH0028
 MH0028;                    North         East    Units  Estimated Accuracy
 MH0028;SPC IA S     -   185,600.      624,670.      MT  (+/- 180 meters Scaled)
 MH0028
 MH0028                          SUPERSEDED SURVEY CONTROL
 MH0028
 MH0028  NGVD 29 (??/??/92)  232.63   (m)          763.2    (f) COMPUTED    2 0
 MH0028
 MH0028.Superseded values are not recommended for survey control.
 MH0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0028.See file dsdata.txt to determine how the superseded data were derived.
 MH0028
 MH0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG830126(NAD 83)
 MH0028_MARKER: DB = BENCH MARK DISK
 MH0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0028_SP_SET: BRIDGE ABUTMENT
 MH0028_STAMPING: S-85 1934
 MH0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0028
 MH0028  HISTORY     - Date     Condition        Report By
 MH0028  HISTORY     - 1934     MONUMENTED       CGS
 MH0028  HISTORY     - 19991028 MARK NOT FOUND   NGS
 MH0028  HISTORY     - 19991210 MARK NOT FOUND   AERSVC
 MH0028
 MH0028                          STATION DESCRIPTION
 MH0028
 MH0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0028'AT WILLIAMSBURG.
 MH0028'AT WILLIAMSBURG.  ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MH0028'PACIFIC RAILROAD, 9 POLES NORTHEAST OF MILEPOST 52, 6 POLES NORTHEAST
 MH0028'OF THE DEPOT.  SET IN THE NORTHWEST END OF THE SOUTHWEST ABUTMENT,
 MH0028'9 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, 2 FEET BELOW
 MH0028'THE RAIL LEVEL.  AT 100 FOOT STEEL BRIDGE 188.
 MH0028
 MH0028                          STATION RECOVERY (1999)
 MH0028
 MH0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 MH0028'NOT FOUND.  AREA COMPLETELY CHANGED.
 MH0028
 MH0028                          STATION RECOVERY (1999)
 MH0028
 MH0028'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 1999 (BS)
 MH0028'THE AREA WHERE THIS BENCH MARK IS SUPPOSED TO BE HAS BEEN COMPLETELY
 MH0028'ALTERED BY NEW HIGHWAY CONSTRUCTION.  THE ORIGINAL BENCH MARK HAS BEEN
 MH0028'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0029 ***********************************************************************
 MH0029  DESIGNATION -  S 85 RESET
 MH0029  PID         -  MH0029
 MH0029  STATE/COUNTY-  IA/IOWA
 MH0029  USGS QUAD   -  WILLIAMSBURG (1968)
 MH0029
 MH0029                         *CURRENT SURVEY CONTROL
 MH0029  ___________________________________________________________________
 MH0029* NAD 83(1986)-  41 39 42.     (N)    092 00 12.     (W)     SCALED    
 MH0029* NAVD 88     -       232.40   (meters)     762.5    (feet)  RESET     
 MH0029  ___________________________________________________________________
 MH0029  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 MH0029
 MH0029  VERT ORDER  -  THIRD
 MH0029
 MH0029.The horizontal coordinates were scaled from a topographic map and have
 MH0029.an estimated accuracy of +/- 6 seconds.
 MH0029
 MH0029.The orthometric height was computed from unverified reset data.
 MH0029
 MH0029.The geoid height was determined by GEOID03.
 MH0029
 MH0029;                    North         East    Units  Estimated Accuracy
 MH0029;SPC IA S     -   185,600.      624,650.      MT  (+/- 180 meters Scaled)
 MH0029
 MH0029                          SUPERSEDED SURVEY CONTROL
 MH0029
 MH0029.No superseded survey control is available for this station.
 MH0029
 MH0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG829126(NAD 83)
 MH0029_MARKER: DB = BENCH MARK DISK
 MH0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0029_SP_SET: PIER
 MH0029_STAMPING: S 85 RESET 1949
 MH0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0029
 MH0029  HISTORY     - Date     Condition        Report By
 MH0029  HISTORY     - 1949     MONUMENTED       CGS
 MH0029
 MH0029                          STATION DESCRIPTION
 MH0029
 MH0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MH0029'AT WILLIAMSBURG.
 MH0029'AT WILLIAMSBURG, IOWA COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 MH0029'PAUL AND PACIFIC RAILROAD, 6 POLES NORTHEAST OF THE STATION, 9
 MH0029'POLES NORTHEAST OF MILEPOST 52, AT BRIDGE NO. I-188, IN THE TOP
 MH0029'OF THE SOUTHWEST CONCRETE PIER, 9.5 FEET SOUTHEAST OF THE
 MH0029'CENTERLINE OF THE TRACK, AND 3.5 FEET LOWER THAN THE TRACK.  A
 MH0029'STANDARD DISK, STAMPED S 85 RESET 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0152 ***********************************************************************
 MH0152  DESIGNATION -  S 87
 MH0152  PID         -  MH0152
 MH0152  STATE/COUNTY-  IA/POWESHIEK
 MH0152  USGS QUAD   -  SEARSBORO (1979)
 MH0152
 MH0152                         *CURRENT SURVEY CONTROL
 MH0152  ___________________________________________________________________
 MH0152* NAD 83(1986)-  41 34 46.     (N)    092 42 21.     (W)     SCALED    
 MH0152* NAVD 88     -       247.679  (meters)     812.59   (feet)  ADJUSTED  
 MH0152  ___________________________________________________________________
 MH0152  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 MH0152  DYNAMIC HT  -         247.576 (meters)     812.26  (feet)  COMP
 MH0152  MODELED GRAV-     980,201.4   (mgal)                       NAVD 88
 MH0152
 MH0152  VERT ORDER  -  SECOND    CLASS 0
 MH0152
 MH0152.The horizontal coordinates were scaled from a topographic map and have
 MH0152.an estimated accuracy of +/- 6 seconds.
 MH0152
 MH0152.The orthometric height was determined by differential leveling
 MH0152.and adjusted by the National Geodetic Survey in June 1991..
 MH0152
 MH0152.The geoid height was determined by GEOID03.
 MH0152
 MH0152.The dynamic height is computed by dividing the NAVD 88
 MH0152.geopotential number by the normal gravity value computed on the
 MH0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0152.degrees latitude (g = 980.6199 gals.).
 MH0152
 MH0152.The modeled gravity was interpolated from observed gravity values.
 MH0152
 MH0152;                    North         East    Units  Estimated Accuracy
 MH0152;SPC IA S     -   175,700.      566,230.      MT  (+/- 180 meters Scaled)
 MH0152
 MH0152                          SUPERSEDED SURVEY CONTROL
 MH0152
 MH0152  NGVD 29 (??/??/92)  247.665  (m)          812.55   (f) ADJ UNCH    2 0
 MH0152
 MH0152.Superseded values are not recommended for survey control.
 MH0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0152.See file dsdata.txt to determine how the superseded data were derived.
 MH0152
 MH0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG245031(NAD 83)
 MH0152_MARKER: DB = BENCH MARK DISK
 MH0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0152_STAMPING: S 87 1934
 MH0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0152+STABILITY: SURFACE MOTION
 MH0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0152+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 MH0152
 MH0152  HISTORY     - Date     Condition        Report By
 MH0152  HISTORY     - 1934     MONUMENTED       CGS
 MH0152  HISTORY     - 20060624 GOOD             GEOCAC
 MH0152
 MH0152                          STATION DESCRIPTION
 MH0152
 MH0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0152'AT SEARSBORO.
 MH0152'AT SEARSBORO, POWESHIEK COUNTY, ON THE MINNEAPOLIS AND ST. LOUIS
 MH0152'RAILROAD, 7 POLES SOUTH OF MILEPOST 280, 95 FEET NORTH OF THE
 MH0152'STATION, AT THE BOWEN ELEVATOR CO. ELEVATOR, IN THE NORTHWEST
 MH0152'CORNER OF THE CONCRETE FOUNDATION, 50 FEET EAST OF THE CENTERLINE
 MH0152'OF THE TRACK, AND 5 FEET HIGHER THAN THE RAIL.  A STANDARD DISK,
 MH0152'STAMPED S 87 1934 AND SET VERTICALLY.
 MH0152
 MH0152                          STATION RECOVERY (2006)
 MH0152
 MH0152'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0152'HANDHELD COORDINATES N41 34 45.7 W092 42 20.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0102 ***********************************************************************
 NL0102  DESIGNATION -  S 88
 NL0102  PID         -  NL0102
 NL0102  STATE/COUNTY-  IA/BOONE
 NL0102  USGS QUAD   -  OGDEN (1982)
 NL0102
 NL0102                         *CURRENT SURVEY CONTROL
 NL0102  ___________________________________________________________________
 NL0102* NAD 83(1986)-  42 02 18.     (N)    094 02 05.     (W)     SCALED    
 NL0102* NAVD 88     -       332.656  (meters)    1091.39   (feet)  ADJUSTED  
 NL0102  ___________________________________________________________________
 NL0102  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 NL0102  DYNAMIC HT  -         332.560 (meters)    1091.07  (feet)  COMP
 NL0102  MODELED GRAV-     980,323.2   (mgal)                       NAVD 88
 NL0102
 NL0102  VERT ORDER  -  SECOND    CLASS 0
 NL0102
 NL0102.The horizontal coordinates were scaled from a topographic map and have
 NL0102.an estimated accuracy of +/- 6 seconds.
 NL0102
 NL0102.The orthometric height was determined by differential leveling
 NL0102.and adjusted by the National Geodetic Survey in June 1991..
 NL0102
 NL0102.The geoid height was determined by GEOID03.
 NL0102
 NL0102.The dynamic height is computed by dividing the NAVD 88
 NL0102.geopotential number by the normal gravity value computed on the
 NL0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0102.degrees latitude (g = 980.6199 gals.).
 NL0102
 NL0102.The modeled gravity was interpolated from observed gravity values.
 NL0102
 NL0102;                    North         East    Units  Estimated Accuracy
 NL0102;SPC IA N     - 1,059,940.    1,455,730.      MT  (+/- 180 meters Scaled)
 NL0102
 NL0102                          SUPERSEDED SURVEY CONTROL
 NL0102
 NL0102  NGVD 29 (??/??/92)  332.638  (m)         1091.33   (f) ADJ UNCH    2 0
 NL0102
 NL0102.Superseded values are not recommended for survey control.
 NL0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0102.See file dsdata.txt to determine how the superseded data were derived.
 NL0102
 NL0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG143545(NAD 83)
 NL0102_MARKER: DB = BENCH MARK DISK
 NL0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0102_STAMPING: S 88 1935
 NL0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0102+STABILITY: SURFACE MOTION
 NL0102
 NL0102  HISTORY     - Date     Condition        Report By
 NL0102  HISTORY     - 1935     MONUMENTED       CGS
 NL0102  HISTORY     - 1980     MARK NOT FOUND   USGS
 NL0102
 NL0102                          STATION DESCRIPTION
 NL0102
 NL0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0102'AT OGDEN.
 NL0102'AT OGDEN, BOONE COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 NL0102'300 FEET WEST OF THE STATION, AT A STREET CROSSING, 60 FEET
 NL0102'WEST OF THE CENTERLINE OF THE STREET, 15 FEET SOUTH OF THE
 NL0102'CENTERLINE OF THE SOUTH MAIN TRACK, OPPOSITE A POLE, AT THE
 NL0102'TOP OF A FILL, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 NL0102'STAMPED S 88 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NL0102
 NL0102                          STATION RECOVERY (1980)
 NL0102
 NL0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NL0102'THIS AREA APPEARS TO HAVE BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0180 ***********************************************************************
 NL0180  DESIGNATION -  S 89
 NL0180  PID         -  NL0180
 NL0180  STATE/COUNTY-  IA/CARROLL
 NL0180  USGS QUAD   -  GLIDDEN (1980)
 NL0180
 NL0180                         *CURRENT SURVEY CONTROL
 NL0180  ___________________________________________________________________
 NL0180* NAD 83(1986)-  42 02 57.     (N)    094 40 03.     (W)     SCALED    
 NL0180* NAVD 88     -       357.630  (meters)    1173.32   (feet)  ADJUSTED  
 NL0180  ___________________________________________________________________
 NL0180  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 NL0180  DYNAMIC HT  -         357.508 (meters)    1172.92  (feet)  COMP
 NL0180  MODELED GRAV-     980,270.7   (mgal)                       NAVD 88
 NL0180
 NL0180  VERT ORDER  -  SECOND    CLASS 0
 NL0180
 NL0180.The horizontal coordinates were scaled from a topographic map and have
 NL0180.an estimated accuracy of +/- 6 seconds.
 NL0180
 NL0180.The orthometric height was determined by differential leveling
 NL0180.and adjusted by the National Geodetic Survey in June 1991..
 NL0180
 NL0180.The geoid height was determined by GEOID03.
 NL0180
 NL0180.The dynamic height is computed by dividing the NAVD 88
 NL0180.geopotential number by the normal gravity value computed on the
 NL0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0180.degrees latitude (g = 980.6199 gals.).
 NL0180
 NL0180.The modeled gravity was interpolated from observed gravity values.
 NL0180
 NL0180;                    North         East    Units  Estimated Accuracy
 NL0180;SPC IA N     - 1,061,670.    1,403,350.      MT  (+/- 180 meters Scaled)
 NL0180
 NL0180                          SUPERSEDED SURVEY CONTROL
 NL0180
 NL0180  NGVD 29 (??/??/92)  357.564  (m)         1173.11   (f) ADJ UNCH    2 0
 NL0180
 NL0180.Superseded values are not recommended for survey control.
 NL0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0180.See file dsdata.txt to determine how the superseded data were derived.
 NL0180
 NL0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG620565(NAD 83)
 NL0180_MARKER: DB = BENCH MARK DISK
 NL0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0180_SP_SET: BRIDGE
 NL0180_STAMPING: S 89 1935
 NL0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0180
 NL0180  HISTORY     - Date     Condition        Report By
 NL0180  HISTORY     - 1935     MONUMENTED       CGS
 NL0180
 NL0180                          STATION DESCRIPTION
 NL0180
 NL0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0180'1.8 MI W FROM RALSTON.
 NL0180'1.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0180'THE STATION AT RALSTON, CARROLL COUNTY, 200 FEET EAST OF A ROAD
 NL0180'CROSSING, AT BRIDGE 780, AT THE NORTH END OF THE WEST CONCRETE
 NL0180'ABUTMENT, IN THE TOP STEP, 7 FEET NORTH OF THE CENTERLINE OF THE
 NL0180'NORTH TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 NL0180'DISK, STAMPED S 89 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0112 ***********************************************************************
 OQ0112  DESIGNATION -  S 9
 OQ0112  PID         -  OQ0112
 OQ0112  STATE/COUNTY-  IA/LYON
 OQ0112  USGS QUAD   -  INWOOD (1971)
 OQ0112
 OQ0112                         *CURRENT SURVEY CONTROL
 OQ0112  ___________________________________________________________________
 OQ0112* NAD 83(1986)-  43 18 58.     (N)    096 26 52.     (W)     SCALED    
 OQ0112* NAVD 88     -       434.088  (meters)    1424.17   (feet)  ADJUSTED  
 OQ0112  ___________________________________________________________________
 OQ0112  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OQ0112  DYNAMIC HT  -         433.969 (meters)    1423.78  (feet)  COMP
 OQ0112  MODELED GRAV-     980,334.2   (mgal)                       NAVD 88
 OQ0112
 OQ0112  VERT ORDER  -  SECOND    CLASS 0
 OQ0112
 OQ0112.The horizontal coordinates were scaled from a topographic map and have
 OQ0112.an estimated accuracy of +/- 6 seconds.
 OQ0112
 OQ0112.The orthometric height was determined by differential leveling
 OQ0112.and adjusted by the National Geodetic Survey in June 1991..
 OQ0112
 OQ0112.The geoid height was determined by GEOID03.
 OQ0112
 OQ0112.The dynamic height is computed by dividing the NAVD 88
 OQ0112.geopotential number by the normal gravity value computed on the
 OQ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0112.degrees latitude (g = 980.6199 gals.).
 OQ0112
 OQ0112.The modeled gravity was interpolated from observed gravity values.
 OQ0112
 OQ0112;                    North         East    Units  Estimated Accuracy
 OQ0112;SPC IA N     - 1,205,900.    1,260,920.      MT  (+/- 180 meters Scaled)
 OQ0112
 OQ0112                          SUPERSEDED SURVEY CONTROL
 OQ0112
 OQ0112  NGVD 29 (??/??/92)  433.837  (m)         1423.35   (f) ADJ UNCH    2 0
 OQ0112
 OQ0112.Superseded values are not recommended for survey control.
 OQ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0112.See file dsdata.txt to determine how the superseded data were derived.
 OQ0112
 OQ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN069990(NAD 83)
 OQ0112_MARKER: DB = BENCH MARK DISK
 OQ0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0112_STAMPING: S 9 1934
 OQ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0112+STABILITY: SURFACE MOTION
 OQ0112
 OQ0112  HISTORY     - Date     Condition        Report By
 OQ0112  HISTORY     - 1934     MONUMENTED       CGS
 OQ0112
 OQ0112                          STATION DESCRIPTION
 OQ0112
 OQ0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0112'1.1 MI NW FROM INWOOD.
 OQ0112'1.1 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0112'PACIFIC RAILROAD FROM THE STATION AT INWOOD, 0.3 MILE EAST OF
 OQ0112'MILEPOST 288, 93.0 FEET NORTHWEST OF A NORTH-AND-SOUTH
 OQ0112'SECTION-ROAD CROSSING, 46.6 FEET NORTH OF THE NORTH RAIL, 13.5
 OQ0112'FEET WEST OF A RIGHT-OF-WAY FENCE CORNER, AND 1.2 FEET SOUTH
 OQ0112'OF A FENCE.  A STANDARD DISK, STAMPED S 9 1934 AND SET IN THE
 OQ0112'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1093 ***********************************************************************
 LF1093  DESIGNATION -  S 9
 LF1093  PID         -  LF1093
 LF1093  STATE/COUNTY-  IA/FREMONT
 LF1093  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1093
 LF1093                         *CURRENT SURVEY CONTROL
 LF1093  ___________________________________________________________________
 LF1093* NAD 83(1986)-  40 40 42.     (N)    095 48 35.     (W)     SCALED    
 LF1093* NAVD 88     -       281.112  (meters)     922.28   (feet)  ADJUSTED  
 LF1093  ___________________________________________________________________
 LF1093  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LF1093  DYNAMIC HT  -         280.965 (meters)     921.80  (feet)  COMP
 LF1093  MODELED GRAV-     980,094.0   (mgal)                       NAVD 88
 LF1093
 LF1093  VERT ORDER  -  FIRST     CLASS II
 LF1093
 LF1093.The horizontal coordinates were scaled from a topographic map and have
 LF1093.an estimated accuracy of +/- 6 seconds.
 LF1093
 LF1093.The orthometric height was determined by differential leveling
 LF1093.and adjusted by the National Geodetic Survey in June 1991..
 LF1093
 LF1093.The geoid height was determined by GEOID03.
 LF1093
 LF1093.The dynamic height is computed by dividing the NAVD 88
 LF1093.geopotential number by the normal gravity value computed on the
 LF1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1093.degrees latitude (g = 980.6199 gals.).
 LF1093
 LF1093.The modeled gravity was interpolated from observed gravity values.
 LF1093
 LF1093;                    North         East    Units  Estimated Accuracy
 LF1093;SPC IA S     -    77,920.      304,750.      MT  (+/- 180 meters Scaled)
 LF1093
 LF1093                          SUPERSEDED SURVEY CONTROL
 LF1093
 LF1093  NGVD 29 (??/??/92)  281.008  (m)          921.94   (f) ADJ UNCH    1 2
 LF1093
 LF1093.Superseded values are not recommended for survey control.
 LF1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1093.See file dsdata.txt to determine how the superseded data were derived.
 LF1093
 LF1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF625068(NAD 83)
 LF1093_MARKER: DB = BENCH MARK DISK
 LF1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1093_STAMPING: S 9 1933
 LF1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1093+STABILITY: SURFACE MOTION
 LF1093
 LF1093  HISTORY     - Date     Condition        Report By
 LF1093  HISTORY     - 1933     MONUMENTED       CGS
 LF1093  HISTORY     - 1948     MARK NOT FOUND   NGS
 LF1093
 LF1093                          STATION DESCRIPTION
 LF1093
 LF1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1093'2.8 MI W FROM PAYNE.
 LF1093'DESCRIPTION-- 2-3/4 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LF1093'AND QUINCY RAILROAD FROM THE STATION AT PAYNE, 1,025 FEET
 LF1093'SOUTHEAST OF MILEPOST 3, AT A ROAD CROSSING, 20 FEET NORTHEAST
 LF1093'OF THE TRACK, AND 15 FEET SOUTHEAST OF THE ROAD.  A STANDARD
 LF1093'DISK, STAMPED S 9 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0337 ***********************************************************************
 MJ0337  DESIGNATION -  S 90
 MJ0337  PID         -  MJ0337
 MJ0337  STATE/COUNTY-  IA/CRAWFORD
 MJ0337  USGS QUAD   -  EARLING NE (1971)
 MJ0337
 MJ0337                         *CURRENT SURVEY CONTROL
 MJ0337  ___________________________________________________________________
 MJ0337* NAD 83(1986)-  41 54 11.     (N)    095 18 20.     (W)     SCALED    
 MJ0337* NAVD 88     -       431.670  (meters)    1416.24   (feet)  ADJUSTED  
 MJ0337  ___________________________________________________________________
 MJ0337  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 MJ0337  DYNAMIC HT  -         431.471 (meters)    1415.58  (feet)  COMP
 MJ0337  MODELED GRAV-     980,149.8   (mgal)                       NAVD 88
 MJ0337
 MJ0337  VERT ORDER  -  SECOND    CLASS 0
 MJ0337
 MJ0337.The horizontal coordinates were scaled from a topographic map and have
 MJ0337.an estimated accuracy of +/- 6 seconds.
 MJ0337
 MJ0337.The orthometric height was determined by differential leveling
 MJ0337.and adjusted by the National Geodetic Survey in June 1991..
 MJ0337
 MJ0337.The geoid height was determined by GEOID03.
 MJ0337
 MJ0337.The dynamic height is computed by dividing the NAVD 88
 MJ0337.geopotential number by the normal gravity value computed on the
 MJ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0337.degrees latitude (g = 980.6199 gals.).
 MJ0337
 MJ0337.The modeled gravity was interpolated from observed gravity values.
 MJ0337
 MJ0337;                    North         East    Units  Estimated Accuracy
 MJ0337;SPC IA N     - 1,046,370.    1,350,190.      MT  (+/- 180 meters Scaled)
 MJ0337
 MJ0337                          SUPERSEDED SURVEY CONTROL
 MJ0337
 MJ0337  NGVD 29 (??/??/92)  431.521  (m)         1415.75   (f) ADJ UNCH    2 0
 MJ0337
 MJ0337.Superseded values are not recommended for survey control.
 MJ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0337.See file dsdata.txt to determine how the superseded data were derived.
 MJ0337
 MJ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG087415(NAD 83)
 MJ0337_MARKER: DB = BENCH MARK DISK
 MJ0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0337_STAMPING: S 90 1935
 MJ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0337+STABILITY: SURFACE MOTION
 MJ0337
 MJ0337  HISTORY     - Date     Condition        Report By
 MJ0337  HISTORY     - 1935     MONUMENTED       CGS
 MJ0337  HISTORY     - 1971     MARK NOT FOUND   USGS
 MJ0337
 MJ0337                          STATION DESCRIPTION
 MJ0337
 MJ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0337'4.1 MI W FROM MANILLA.
 MJ0337'4.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0337'RAILROAD FROM THE STATION AT MANILLA, CRAWFORD COUNTY, 3 POLES
 MJ0337'WEST OF MILEPOST 4, AT A ROAD CROSSING, 36 FEET NORTH OF THE
 MJ0337'CENTERLINE OF THE TRACK, 36 FEET WEST OF THE CENTERLINE OF THE ROAD,
 MJ0337'AND 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED S 90
 MJ0337'1935 AND SET IN THE TOP OF A CONCRETE POST.
 MJ0337
 MJ0337                          STATION RECOVERY (1971)
 MJ0337
 MJ0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MJ0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0356 ***********************************************************************
 NL0356  DESIGNATION -  S 91
 NL0356  PID         -  NL0356
 NL0356  STATE/COUNTY-  IA/MONONA
 NL0356  USGS QUAD   -  MAPLETON (1982)
 NL0356
 NL0356                         *CURRENT SURVEY CONTROL
 NL0356  ___________________________________________________________________
 NL0356* NAD 83(1986)-  42 09 07.     (N)    095 47 00.     (W)     SCALED    
 NL0356* NAVD 88     -       361.314  (meters)    1185.41   (feet)  POSTED    
 NL0356  ___________________________________________________________________
 NL0356  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 NL0356  DYNAMIC HT  -         361.180 (meters)    1184.97  (feet)  COMP
 NL0356  MODELED GRAV-     980,236.9   (mgal)                       NAVD 88
 NL0356
 NL0356  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 NL0356
 NL0356.The horizontal coordinates were scaled from a topographic map and have
 NL0356.an estimated accuracy of +/- 6 seconds.
 NL0356
 NL0356.The orthometric height was determined by differential leveling
 NL0356.and adjusted by the National Geodetic Survey in 1992..
 NL0356.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 NL0356.rate of 4.1 thru 8.0 mm/km.
 NL0356
 NL0356.The geoid height was determined by GEOID03.
 NL0356
 NL0356.The dynamic height is computed by dividing the NAVD 88
 NL0356.geopotential number by the normal gravity value computed on the
 NL0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0356.degrees latitude (g = 980.6199 gals.).
 NL0356
 NL0356.The modeled gravity was interpolated from observed gravity values.
 NL0356
 NL0356;                    North         East    Units  Estimated Accuracy
 NL0356;SPC IA N     - 1,074,960.    1,311,300.      MT  (+/- 180 meters Scaled)
 NL0356
 NL0356                          SUPERSEDED SURVEY CONTROL
 NL0356
 NL0356  NGVD 29 (??/??/92)  361.176  (m)         1184.96   (f) ADJ UNCH    2 0
 NL0356
 NL0356.Superseded values are not recommended for survey control.
 NL0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0356.See file dsdata.txt to determine how the superseded data were derived.
 NL0356
 NL0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG700703(NAD 83)
 NL0356_MARKER: DB = BENCH MARK DISK
 NL0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0356_STAMPING: S 91 1935
 NL0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0356+STABILITY: SURFACE MOTION
 NL0356
 NL0356  HISTORY     - Date     Condition        Report By
 NL0356  HISTORY     - 1935     MONUMENTED       CGS
 NL0356  HISTORY     - 1972     GOOD             NGS
 NL0356
 NL0356                          STATION DESCRIPTION
 NL0356
 NL0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0356'0.9 MI E FROM MAPLETON.
 NL0356'0.9 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0356'PACIFIC RAILROAD FROM THE STATION AT MAPLETON, MONONA COUNTY,
 NL0356'9 FEET SOUTHEAST OF THE 11TH POLE SOUTHEAST OF MILEPOST 42, 126
 NL0356'FEET NORTHWEST OF A 60-CAR-CAPACITY SIGN, 69 FEET SOUTHEAST
 NL0356'OF A 2-FOOT IRON PIPE CULVERT, 147-1/2, 13 FEET SOUTHWEST OF THE
 NL0356'RIGHT-OF-WAY FENCE, AND ABOUT 2-1/2 FEET HIGHER THAN THE TRACK.
 NL0356'A STANDARD DISK, STAMPED S 91 1935 AND SET IN THE TOP OF A
 NL0356'CONCRETE POST.
 NL0356
 NL0356                          STATION RECOVERY (1972)
 NL0356
 NL0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NL0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0131 ***********************************************************************
 NL0131  DESIGNATION -  S 93
 NL0131  PID         -  NL0131
 NL0131  STATE/COUNTY-  IA/CARROLL
 NL0131  USGS QUAD   -  BREDA (1980)
 NL0131
 NL0131                         *CURRENT SURVEY CONTROL
 NL0131  ___________________________________________________________________
 NL0131* NAD 83(1986)-  42 09 09.     (N)    094 57 52.     (W)     SCALED    
 NL0131* NAVD 88     -       401.382  (meters)    1316.87   (feet)  ADJUSTED  
 NL0131  ___________________________________________________________________
 NL0131  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 NL0131  DYNAMIC HT  -         401.215 (meters)    1316.32  (feet)  COMP
 NL0131  MODELED GRAV-     980,194.1   (mgal)                       NAVD 88
 NL0131
 NL0131  VERT ORDER  -  SECOND    CLASS 0
 NL0131
 NL0131.The horizontal coordinates were scaled from a topographic map and have
 NL0131.an estimated accuracy of +/- 6 seconds.
 NL0131
 NL0131.The orthometric height was determined by differential leveling
 NL0131.and adjusted by the National Geodetic Survey in June 1991..
 NL0131
 NL0131.The geoid height was determined by GEOID03.
 NL0131
 NL0131.The dynamic height is computed by dividing the NAVD 88
 NL0131.geopotential number by the normal gravity value computed on the
 NL0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0131.degrees latitude (g = 980.6199 gals.).
 NL0131
 NL0131.The modeled gravity was interpolated from observed gravity values.
 NL0131
 NL0131;                    North         East    Units  Estimated Accuracy
 NL0131;SPC IA N     - 1,073,530.    1,378,970.      MT  (+/- 180 meters Scaled)
 NL0131
 NL0131                          SUPERSEDED SURVEY CONTROL
 NL0131
 NL0131  NGVD 29 (??/??/92)  401.262  (m)         1316.47   (f) ADJ UNCH    2 0
 NL0131
 NL0131.Superseded values are not recommended for survey control.
 NL0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0131.See file dsdata.txt to determine how the superseded data were derived.
 NL0131
 NL0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG376685(NAD 83)
 NL0131_MARKER: DB = BENCH MARK DISK
 NL0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0131_STAMPING: S 93 1935
 NL0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0131+STABILITY: SURFACE MOTION
 NL0131
 NL0131  HISTORY     - Date     Condition        Report By
 NL0131  HISTORY     - 1935     MONUMENTED       CGS
 NL0131  HISTORY     - 1943     GOOD             NGS
 NL0131
 NL0131                          STATION DESCRIPTION
 NL0131
 NL0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0131'2.4 MI S FROM BREDA.
 NL0131'2.4 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0131'THE STATION AT BREDA, CARROLL COUNTY, AT A ROAD CROSSING AND
 NL0131'CULVERT 1166, 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 28
 NL0131'FEET EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET
 NL0131'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED S 93 1935 AND
 NL0131'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0431 ***********************************************************************
 NL0431  DESIGNATION -  S 94
 NL0431  PID         -  NL0431
 NL0431  STATE/COUNTY-  IA/CRAWFORD
 NL0431  USGS QUAD   -  CHARTER OAK (1971)
 NL0431
 NL0431                         *CURRENT SURVEY CONTROL
 NL0431  ___________________________________________________________________
 NL0431* NAD 83(1986)-  42 06 35.     (N)    095 36 52.     (W)     SCALED    
 NL0431* NAVD 88     -       383.644  (meters)    1258.67   (feet)  ADJUSTED  
 NL0431  ___________________________________________________________________
 NL0431  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 NL0431  DYNAMIC HT  -         383.497 (meters)    1258.19  (feet)  COMP
 NL0431  MODELED GRAV-     980,230.0   (mgal)                       NAVD 88
 NL0431
 NL0431  VERT ORDER  -  SECOND    CLASS 0
 NL0431
 NL0431.The horizontal coordinates were scaled from a topographic map and have
 NL0431.an estimated accuracy of +/- 6 seconds.
 NL0431
 NL0431.The orthometric height was determined by differential leveling
 NL0431.and adjusted by the National Geodetic Survey in June 1991..
 NL0431
 NL0431.The geoid height was determined by GEOID03.
 NL0431
 NL0431.The dynamic height is computed by dividing the NAVD 88
 NL0431.geopotential number by the normal gravity value computed on the
 NL0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0431.degrees latitude (g = 980.6199 gals.).
 NL0431
 NL0431.The modeled gravity was interpolated from observed gravity values.
 NL0431
 NL0431;                    North         East    Units  Estimated Accuracy
 NL0431;SPC IA N     - 1,069,910.    1,325,140.      MT  (+/- 180 meters Scaled)
 NL0431
 NL0431                          SUPERSEDED SURVEY CONTROL
 NL0431
 NL0431  NGVD 29 (??/??/92)  383.497  (m)         1258.19   (f) ADJ UNCH    2 0
 NL0431
 NL0431.Superseded values are not recommended for survey control.
 NL0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0431.See file dsdata.txt to determine how the superseded data were derived.
 NL0431
 NL0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG838652(NAD 83)
 NL0431_MARKER: DB = BENCH MARK DISK
 NL0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0431_STAMPING: S 94 1935
 NL0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0431+STABILITY: SURFACE MOTION
 NL0431
 NL0431  HISTORY     - Date     Condition        Report By
 NL0431  HISTORY     - 1935     MONUMENTED       CGS
 NL0431  HISTORY     - 1943     GOOD             NGS
 NL0431  HISTORY     - 1971     MARK NOT FOUND   NGS
 NL0431
 NL0431                          STATION DESCRIPTION
 NL0431
 NL0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0431'2.5 MI SW FROM RICKETTS.
 NL0431'2.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0431'FROM THE STATION AT RICKETTS, 345 FEET SOUTHWEST OF MILEPOST 34, AT
 NL0431'AN EAST-AND-WEST ROAD CROSSING, 81 FEET SOUTHWEST OF THE CENTER OF
 NL0431'THE CROSSING, 47 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 NL0431'26 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4 FEET SOUTH OF A
 NL0431'RIGHT-OF-WAY FENCE CORNER, AND ABOUT 6 INCHES HIGHER THAN THE
 NL0431'TRACK.  A STANDARD DISK, STAMPED S 94 1935 AND SET IN THE TOP OF A
 NL0431'CONCRETE POST.
 NL0431
 NL0431                          STATION RECOVERY (1971)
 NL0431
 NL0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NL0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0950 ***********************************************************************
 MJ0950  DESIGNATION -  S 95
 MJ0950  PID         -  MJ0950
 MJ0950  STATE/COUNTY-  IA/HARRISON
 MJ0950  USGS QUAD   -  PISGAH (1971)
 MJ0950
 MJ0950                         *CURRENT SURVEY CONTROL
 MJ0950  ___________________________________________________________________
 MJ0950* NAD 83(1986)-  41 46 43.     (N)    095 58 54.     (W)     SCALED    
 MJ0950* NAVD 88     -       316.582  (meters)    1038.65   (feet)  ADJUSTED  
 MJ0950  ___________________________________________________________________
 MJ0950  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 MJ0950  DYNAMIC HT  -         316.451 (meters)    1038.22  (feet)  COMP
 MJ0950  MODELED GRAV-     980,202.3   (mgal)                       NAVD 88
 MJ0950
 MJ0950  VERT ORDER  -  SECOND    CLASS 0
 MJ0950
 MJ0950.The horizontal coordinates were scaled from a topographic map and have
 MJ0950.an estimated accuracy of +/- 6 seconds.
 MJ0950
 MJ0950.The orthometric height was determined by differential leveling
 MJ0950.and adjusted by the National Geodetic Survey in June 1991..
 MJ0950
 MJ0950.The geoid height was determined by GEOID03.
 MJ0950
 MJ0950.The dynamic height is computed by dividing the NAVD 88
 MJ0950.geopotential number by the normal gravity value computed on the
 MJ0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0950.degrees latitude (g = 980.6199 gals.).
 MJ0950
 MJ0950.The modeled gravity was interpolated from observed gravity values.
 MJ0950
 MJ0950;                    North         East    Units  Estimated Accuracy
 MJ0950;SPC IA S     -   200,460.      293,710.      MT  (+/- 180 meters Scaled)
 MJ0950
 MJ0950                          SUPERSEDED SURVEY CONTROL
 MJ0950
 MJ0950  NGVD 29 (??/??/92)  316.435  (m)         1038.17   (f) ADJ UNCH    2 0
 MJ0950
 MJ0950.Superseded values are not recommended for survey control.
 MJ0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0950.See file dsdata.txt to determine how the superseded data were derived.
 MJ0950
 MJ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG521294(NAD 83)
 MJ0950_MARKER: DB = BENCH MARK DISK
 MJ0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0950_STAMPING: S 95 1935
 MJ0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0950+STABILITY: SURFACE MOTION
 MJ0950
 MJ0950  HISTORY     - Date     Condition        Report By
 MJ0950  HISTORY     - 1935     MONUMENTED       CGS
 MJ0950  HISTORY     - 1943     GOOD             NGS
 MJ0950  HISTORY     - 1971     MARK NOT FOUND   USGS
 MJ0950
 MJ0950                          STATION DESCRIPTION
 MJ0950
 MJ0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MJ0950'AT ORSON.
 MJ0950'AT ORSON, HARRISON COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 MJ0950'ONE POLE EAST OF THE STATION, 45 FEET NORTH OF THE CENTERLINE OF THE
 MJ0950'TRACK, 3 FEET NORTHEAST OF A POLE, AND 5 FEET LOWER THAN THE
 MJ0950'TRACK.  A STANDARD DISK, STAMPED S 95 1935 AND SET IN THE TOP OF
 MJ0950'A CONCRETE POST.
 MJ0950
 MJ0950                          STATION RECOVERY (1971)
 MJ0950
 MJ0950'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MJ0950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0961 ***********************************************************************
 MJ0961  DESIGNATION -  S 96
 MJ0961  PID         -  MJ0961
 MJ0961  STATE/COUNTY-  IA/HARRISON
 MJ0961  USGS QUAD   -  PERSIA (1978)
 MJ0961
 MJ0961                         *CURRENT SURVEY CONTROL
 MJ0961  ___________________________________________________________________
 MJ0961* NAD 83(1986)-  41 30 17.     (N)    095 35 28.     (W)     SCALED    
 MJ0961* NAVD 88     -       342.078  (meters)    1122.30   (feet)  ADJUSTED  
 MJ0961  ___________________________________________________________________
 MJ0961  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 MJ0961  DYNAMIC HT  -         341.923 (meters)    1121.79  (feet)  COMP
 MJ0961  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 MJ0961
 MJ0961  VERT ORDER  -  SECOND    CLASS 0
 MJ0961
 MJ0961.The horizontal coordinates were scaled from a topographic map and have
 MJ0961.an estimated accuracy of +/- 6 seconds.
 MJ0961
 MJ0961.The orthometric height was determined by differential leveling
 MJ0961.and adjusted by the National Geodetic Survey in June 1991..
 MJ0961
 MJ0961.The geoid height was determined by GEOID03.
 MJ0961
 MJ0961.The dynamic height is computed by dividing the NAVD 88
 MJ0961.geopotential number by the normal gravity value computed on the
 MJ0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0961.degrees latitude (g = 980.6199 gals.).
 MJ0961
 MJ0961.The modeled gravity was interpolated from observed gravity values.
 MJ0961
 MJ0961;                    North         East    Units  Estimated Accuracy
 MJ0961;SPC IA S     -   169,200.      325,440.      MT  (+/- 180 meters Scaled)
 MJ0961
 MJ0961                          SUPERSEDED SURVEY CONTROL
 MJ0961
 MJ0961  NGVD 29 (??/??/92)  341.974  (m)         1121.96   (f) ADJ UNCH    2 0
 MJ0961
 MJ0961.Superseded values are not recommended for survey control.
 MJ0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0961.See file dsdata.txt to determine how the superseded data were derived.
 MJ0961
 MJ0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF837980(NAD 83)
 MJ0961_MARKER: DB = BENCH MARK DISK
 MJ0961_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0961_SP_SET: WALL
 MJ0961_STAMPING: 1121.750 S 96 1935
 MJ0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0961
 MJ0961  HISTORY     - Date     Condition        Report By
 MJ0961  HISTORY     - 1935     MONUMENTED       CGS
 MJ0961
 MJ0961                          STATION DESCRIPTION
 MJ0961
 MJ0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0961'4.7 MI N FROM NEOLA.
 MJ0961'IN HARRISON COUNTY, 4.7 MILES NORTH ALONG THE CHICAGO, MILWAUKEE,
 MJ0961'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT NEOLA,
 MJ0961'POTTAWATTAMIE COUNTY, 9 POLES SOUTH OF MILEPOST 458, AT 45- FOOT
 MJ0961'CONCRETE DECK BRIDGE Z 1514, IN THE TOP OF THE NORTH END OF THE
 MJ0961'WEST WALL, 6 FEET WEST OF THE CENTERLINE OF THE TRACK, AND
 MJ0961'LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 MJ0961'1121.750 S 96 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0889 ***********************************************************************
 LF0889  DESIGNATION -  S 97
 LF0889  PID         -  LF0889
 LF0889  STATE/COUNTY-  IA/MILLS
 LF0889  USGS QUAD   -  TABOR NE (1957)
 LF0889
 LF0889                         *CURRENT SURVEY CONTROL
 LF0889  ___________________________________________________________________
 LF0889* NAD 83(1986)-  40 59 11.     (N)    095 33 23.     (W)     SCALED    
 LF0889* NAVD 88     -       305.297  (meters)    1001.63   (feet)  ADJUSTED  
 LF0889  ___________________________________________________________________
 LF0889  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 LF0889  DYNAMIC HT  -         305.161 (meters)    1001.18  (feet)  COMP
 LF0889  MODELED GRAV-     980,169.5   (mgal)                       NAVD 88
 LF0889
 LF0889  VERT ORDER  -  SECOND    CLASS 0
 LF0889
 LF0889.The horizontal coordinates were scaled from a topographic map and have
 LF0889.an estimated accuracy of +/- 6 seconds.
 LF0889
 LF0889.The orthometric height was determined by differential leveling
 LF0889.and adjusted by the National Geodetic Survey in June 1991..
 LF0889
 LF0889.The geoid height was determined by GEOID03.
 LF0889
 LF0889.The dynamic height is computed by dividing the NAVD 88
 LF0889.geopotential number by the normal gravity value computed on the
 LF0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0889.degrees latitude (g = 980.6199 gals.).
 LF0889
 LF0889.The modeled gravity was interpolated from observed gravity values.
 LF0889
 LF0889;                    North         East    Units  Estimated Accuracy
 LF0889;SPC IA S     -   111,580.      326,970.      MT  (+/- 180 meters Scaled)
 LF0889
 LF0889                          SUPERSEDED SURVEY CONTROL
 LF0889
 LF0889  NGVD 29 (??/??/92)  305.219  (m)         1001.37   (f) ADJ UNCH    2 0
 LF0889
 LF0889.Superseded values are not recommended for survey control.
 LF0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0889.See file dsdata.txt to determine how the superseded data were derived.
 LF0889
 LF0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF849403(NAD 83)
 LF0889_MARKER: DB = BENCH MARK DISK
 LF0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0889_STAMPING: S 97 1935
 LF0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0889+STABILITY: SURFACE MOTION
 LF0889
 LF0889  HISTORY     - Date     Condition        Report By
 LF0889  HISTORY     - 1935     MONUMENTED       CGS
 LF0889
 LF0889                          STATION DESCRIPTION
 LF0889
 LF0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0889'2.2 MI SE FROM MALVERN.
 LF0889'2.2 MILES SOUTHEAST ALONG THE WABASH RAILROAD FROM THE STATION
 LF0889'AT MALVERN, MILLS COUNTY, 3 POLES EAST OF MILEPOST 383-31, AT A
 LF0889'ROAD CROSSING, 51 FEET WEST OF THE CENTERLINE OF THE ROAD, 42
 LF0889'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 7 FEET SOUTHEAST OF A
 LF0889'POLE, 4 FEET NORTH OF A FENCE, AND ABOUT 2-1/2 FEET LOWER THAN
 LF0889'THE TRACK.  A STANDARD DISK, STAMPED S 97 1935 AND SET IN THE
 LF0889'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0431 ***********************************************************************
 MJ0431  DESIGNATION -  S 98
 MJ0431  PID         -  MJ0431
 MJ0431  STATE/COUNTY-  IA/MONTGOMERY
 MJ0431  USGS QUAD   -  RED OAK NORTH (1978)
 MJ0431
 MJ0431                         *CURRENT SURVEY CONTROL
 MJ0431  ___________________________________________________________________
 MJ0431* NAD 83(1986)-  41 02 37.     (N)    095 13 59.     (W)     SCALED    
 MJ0431* NAVD 88     -       320.361  (meters)    1051.05   (feet)  ADJUSTED  
 MJ0431  ___________________________________________________________________
 MJ0431  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 MJ0431  DYNAMIC HT  -         320.212 (meters)    1050.56  (feet)  COMP
 MJ0431  MODELED GRAV-     980,149.6   (mgal)                       NAVD 88
 MJ0431
 MJ0431  VERT ORDER  -  SECOND    CLASS 0
 MJ0431
 MJ0431.The horizontal coordinates were scaled from a topographic map and have
 MJ0431.an estimated accuracy of +/- 6 seconds.
 MJ0431
 MJ0431.The orthometric height was determined by differential leveling
 MJ0431.and adjusted by the National Geodetic Survey in June 1991..
 MJ0431
 MJ0431.The geoid height was determined by GEOID03.
 MJ0431
 MJ0431.The dynamic height is computed by dividing the NAVD 88
 MJ0431.geopotential number by the normal gravity value computed on the
 MJ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0431.degrees latitude (g = 980.6199 gals.).
 MJ0431
 MJ0431.The modeled gravity was interpolated from observed gravity values.
 MJ0431
 MJ0431;                    North         East    Units  Estimated Accuracy
 MJ0431;SPC IA S     -   117,340.      354,300.      MT  (+/- 180 meters Scaled)
 MJ0431
 MJ0431                          SUPERSEDED SURVEY CONTROL
 MJ0431
 MJ0431  NGVD 29 (??/??/92)  320.266  (m)         1050.74   (f) ADJ UNCH    2 0
 MJ0431
 MJ0431.Superseded values are not recommended for survey control.
 MJ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0431.See file dsdata.txt to determine how the superseded data were derived.
 MJ0431
 MJ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF123460(NAD 83)
 MJ0431_MARKER: DB = BENCH MARK DISK
 MJ0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0431_SP_SET: CULVERT
 MJ0431_STAMPING: S 98 1935
 MJ0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0431
 MJ0431  HISTORY     - Date     Condition        Report By
 MJ0431  HISTORY     - 1935     MONUMENTED       CGS
 MJ0431  HISTORY     - 1941     GOOD             NGS
 MJ0431  HISTORY     - 1976     MARK NOT FOUND   USGS
 MJ0431  HISTORY     - 20060901 MARK NOT FOUND   GEOCAC
 MJ0431
 MJ0431                          STATION DESCRIPTION
 MJ0431
 MJ0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MJ0431'3.5 MI N FROM RED OAK.
 MJ0431'3.5 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0431'FROM THE STATION AT RED OAK, AT THE CROSSING OF STATE HIGHWAY
 MJ0431'48, 43 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 36 FEET
 MJ0431'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 42 FEET NORTH OF THE
 MJ0431'CENTERLINE OF A COUNTY ROAD LEADING EAST, AT A 3-FOOT CONCRETE
 MJ0431'HIGHWAY CULVERT, IN THE CENTER OF THE TOP OF THE EAST HEADWALL,
 MJ0431'AND ABOUT 12 INCHES LOWER THAN THE TRACK.  A STANDARD DISK,
 MJ0431'STAMPED S 98 1935.
 MJ0431
 MJ0431                          STATION RECOVERY (1976)
 MJ0431
 MJ0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MJ0431'MARK NOT FOUND.
 MJ0431
 MJ0431                          STATION RECOVERY (2006)
 MJ0431
 MJ0431'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MJ0431'RAILROAD IS DISMANTLED AND HIGHWAY WIDENED SINCE 1941. CULVERT IS
 MJ0431'EITHER EXTENDED AND DISK BURIED UNDER HIGHWAY, OR REPLACED WITH DISK
 MJ0431'GONE. SEE NEARBY MH0432 S 98 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0432 ***********************************************************************
 MJ0432  DESIGNATION -  S 98 RESET
 MJ0432  PID         -  MJ0432
 MJ0432  STATE/COUNTY-  IA/MONTGOMERY
 MJ0432  USGS QUAD   -  CRESTON EAST (1980)
 MJ0432
 MJ0432                         *CURRENT SURVEY CONTROL
 MJ0432  ___________________________________________________________________
 MJ0432* NAD 83(1986)-  41 02 36.     (N)    094 22 17.     (W)     SCALED    
 MJ0432* NAVD 88     -       321.29   (meters)    1054.1    (feet)  RESET     
 MJ0432  ___________________________________________________________________
 MJ0432  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 MJ0432
 MJ0432  VERT ORDER  -  THIRD
 MJ0432
 MJ0432.The horizontal coordinates were scaled from a topographic map and have
 MJ0432.an estimated accuracy of +/- 6 seconds.
 MJ0432
 MJ0432.The orthometric height was computed from unverified reset data.
 MJ0432
 MJ0432.The geoid height was determined by GEOID03.
 MJ0432
 MJ0432;                    North         East    Units  Estimated Accuracy
 MJ0432;SPC IA S     -   116,230.      426,740.      MT  (+/- 180 meters Scaled)
 MJ0432
 MJ0432                          SUPERSEDED SURVEY CONTROL
 MJ0432
 MJ0432.No superseded survey control is available for this station.
 MJ0432
 MJ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF847444(NAD 83)
 MJ0432_MARKER: DB = BENCH MARK DISK
 MJ0432_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0432_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0432_STAMPING: S 98 RESET 1973
 MJ0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0432+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 MJ0432
 MJ0432  HISTORY     - Date     Condition        Report By
 MJ0432  HISTORY     - 1973     MONUMENTED       NGS
 MJ0432  HISTORY     - 20060901 GOOD             GEOCAC
 MJ0432
 MJ0432                          STATION DESCRIPTION
 MJ0432
 MJ0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MJ0432'3.5 MI N FROM RED OAK.
 MJ0432'1.2 MILES NORTH ALONG HIGHWAY 48 FROM THE JUNCTION OF STATE
 MJ0432'HIGHWAY 48 AND U.S. HIGHWAY 34 JUST NORTH OF RED OAK, 85 FEET
 MJ0432'EAST OF THE CENTER OF HIGHWAY 48, 77.5 FEET WEST OF THE NORTHWEST
 MJ0432'CORNER OF A BARN IN THE CLIFF HOUTCHENS FARM YARD, 3 FEET
 MJ0432'SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 3 FEET SOUTH OF A
 MJ0432'POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD
 MJ0432'DISK CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH
 MJ0432'A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE
 MJ0432'AND IS FLUSH WITH THE GROUND SURFACE.
 MJ0432
 MJ0432                          STATION RECOVERY (2006)
 MJ0432
 MJ0432'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MJ0432'DISK IS IN MONTGOMERY COUNTY, EAST OF HWY 48, NNW OF HOUSE AT RURAL
 MJ0432'ADDRESS 1818, AND ABOUT 120 FT SOUTH OF A GRAVEL ROAD INTERSECTION, 3
 MJ0432'FT SOUTH OF A LARGE POWER POLE, SSE OF A ROW POST AND RAIL, 1/2 FT
 MJ0432'NORTH OF WITNESS POST.
 MJ0432' 
 MJ0432'HANDHELD COORDINATES N41 02 36.4 W095 13 58.6 WHICH ARE NEAR OLD DISK
 MJ0432'MJ0431 'S 98'. SKY SOMEWHAT OBSCURED BY TREES.
 MJ0432' 
 MJ0432'DATA SHEET COORDINATES WITH LONGITUDE W094 22 17 ARE JUST SOUTH OF
 MJ0432'CRESTON AND MUST BE WRONG.  THE GEOID HEIGHT IS THUS FOR THE WRONG
 MJ0432'LONGITUDE. HOWEVER, SINCE NO SUPERSEDED NGVD29 DATA IS GIVEN FOR
 MJ0432'MJ0432, IT WOULD APPEAR THAT THE ORIGINAL MARK MJ0431 'S 98' WAS
 MJ0432'CONVERTED TO NAVD88 BEFORE THE RESET MARK ELEVATION WAS CALCULATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0153 ***********************************************************************
 NL0153  DESIGNATION -  SAC CITY
 NL0153  PID         -  NL0153
 NL0153  STATE/COUNTY-  IA/SAC
 NL0153  USGS QUAD   -  SAC CITY EAST (1980)
 NL0153
 NL0153                         *CURRENT SURVEY CONTROL
 NL0153  ___________________________________________________________________
 NL0153* NAD 83(1986)-  42 25 18.     (N)    094 59 17.     (W)     SCALED    
 NL0153* NAVD 88     -       369.289  (meters)    1211.58   (feet)  ADJUSTED  
 NL0153  ___________________________________________________________________
 NL0153  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 NL0153  DYNAMIC HT  -         369.157 (meters)    1211.14  (feet)  COMP
 NL0153  MODELED GRAV-     980,254.2   (mgal)                       NAVD 88
 NL0153
 NL0153  VERT ORDER  -  FIRST     CLASS II
 NL0153
 NL0153.The horizontal coordinates were scaled from a topographic map and have
 NL0153.an estimated accuracy of +/- 6 seconds.
 NL0153
 NL0153.The orthometric height was determined by differential leveling
 NL0153.and adjusted by the National Geodetic Survey in June 1991..
 NL0153
 NL0153.The geoid height was determined by GEOID03.
 NL0153
 NL0153.The dynamic height is computed by dividing the NAVD 88
 NL0153.geopotential number by the normal gravity value computed on the
 NL0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0153.degrees latitude (g = 980.6199 gals.).
 NL0153
 NL0153.The modeled gravity was interpolated from observed gravity values.
 NL0153
 NL0153;                    North         East    Units  Estimated Accuracy
 NL0153;SPC IA N     - 1,103,450.    1,377,540.      MT  (+/- 180 meters Scaled)
 NL0153
 NL0153                          SUPERSEDED SURVEY CONTROL
 NL0153
 NL0153  NGVD 29 (??/??/92)  369.193  (m)         1211.26   (f) ADJ UNCH    1 2
 NL0153
 NL0153.Superseded values are not recommended for survey control.
 NL0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0153.See file dsdata.txt to determine how the superseded data were derived.
 NL0153
 NL0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG364985(NAD 83)
 NL0153_MARKER: P = PIPE CAP
 NL0153_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NL0153_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NL0153_STAMPING: 1211.261 SAC CITY 1933
 NL0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0153
 NL0153  HISTORY     - Date     Condition        Report By
 NL0153  HISTORY     - 1933     MONUMENTED       CGS
 NL0153  HISTORY     - 1935     GOOD             NGS
 NL0153  HISTORY     - 20060828 MARK NOT FOUND   GEOCAC
 NL0153
 NL0153                          STATION DESCRIPTION
 NL0153
 NL0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NL0153'AT SAC CITY.
 NL0153'AT SAC CITY, SAC COUNTY, NEAR THE INTERSECTION OF MAIN STREET AND
 NL0153'WEST STATE STREET, IN A PARK ABOUT 60 YARDS SOUTH OF THE COUNTY
 NL0153'COURTHOUSE, 129 FEET EAST OF THE EAST CURB OF WEST STATE STREET,
 NL0153'AT THE UNION SOLDIERS MEMORIAL MONUMENT, 40.5 FEET NORTHEAST OF THE
 NL0153'NORTHWEST CORNER OF THE BASE, 39.0 FEET NORTH OF THE NORTHEAST
 NL0153'CORNER, 8.7 FEET SOUTH OF THE SOUTH CURB OF MAIN STREET, AND 2
 NL0153'FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK.  A STANDARD DISK,
 NL0153'STAMPED 1211.261 SAC CITY 1933 AND SET IN THE TOP OF A 4-INCH
 NL0153'CONCRETE-FILLED IRON PIPE PROJECTING ABOUT 16 INCHES ABOVE GROUND.
 NL0153
 NL0153                          STATION RECOVERY (2006)
 NL0153
 NL0153'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NL0153'NO PIPE SEEN PROJECTING ABOVE GROUND IN DESCRIBED AREA. PRESUMED
 NL0153'DESTROYED DURING WIDENING OF STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0586 ***********************************************************************
 NL0586  DESIGNATION -  SAC CITY RESET
 NL0586  PID         -  NL0586
 NL0586  STATE/COUNTY-  IA/SAC
 NL0586  USGS QUAD   -  SAC CITY WEST (1980)
 NL0586
 NL0586                         *CURRENT SURVEY CONTROL
 NL0586  ___________________________________________________________________
 NL0586* NAD 83(1996)-  42 25 27.01653(N)    095 00 10.07975(W)     ADJUSTED  
 NL0586* NAVD 88     -       389.     (meters)    1276.     (feet)  SCALED    
 NL0586  ___________________________________________________________________
 NL0586  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 NL0586  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 NL0586
 NL0586  HORZ ORDER  -  FIRST
 NL0586
 NL0586.The horizontal coordinates were established by classical geodetic methods
 NL0586.and adjusted by the National Geodetic Survey in May 1999..
 NL0586
 NL0586.The orthometric height was scaled from a topographic map.
 NL0586
 NL0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0586
 NL0586.The geoid height was determined by GEOID03.
 NL0586
 NL0586;                    North         East     Units Scale Factor Converg.
 NL0586;SPC IA N     - 1,103,752.468 1,376,334.339   MT  0.99995435   -1 01 06.7
 NL0586;UTM  15      - 4,698,816.324   335,235.906   MT  0.99993402   -1 21 05.1
 NL0586
 NL0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0586!SPC IA N     -   0.99994350  x   0.99995435  =   0.99989785
 NL0586!UTM  15      -   0.99994350  x   0.99993402  =   0.99987752
 NL0586
 NL0586:                Primary Azimuth Mark                     Grid Az
 NL0586:SPC IA N     -  SAC CITY AZ MK                           002 43 11.0
 NL0586:UTM  15      -  SAC CITY AZ MK                           003 03 09.4
 NL0586
 NL0586|---------------------------------------------------------------------|
 NL0586| PID    Reference Object                     Distance      Geod. Az  |
 NL0586|                                                           dddmmss.s |
 NL0586| CO4436 SAC CITY AZ MK                                     0014204.3 |
 NL0586| CO4440 SAC CITY RM 4                        24.921 METERS 00436     |
 NL0586| NL0883 MURPHY RESET                        APPROX.16.4 KM 0572344.4 |
 NL0586| NL0849 LYTTON EMANUEL ST JOHN LUTH CH      APPROX.11.7 KM 0901155.5 |
 NL0586| NL0848 LYTTON MUNICIPAL TANK               APPROX.11.8 KM 0902648.5 |
 NL0586| NL0857 SAC CITY HIGH SCHOOL CUPOLA         APPROX. 0.6 KM 1121332.5 |
 NL0586| CO4437 SAC CITY RM 1                        45.616 METERS 15834     |
 NL0586| NL0585 SAC CITY MUNICIPAL STANDPIPE         10.789 METERS 19209     |
 NL0586| CO4438 SAC CITY RM 2                        46.912 METERS 22832     |
 NL0586| CO4439 SAC CITY RM 3                        10.379 METERS 34902     |
 NL0586|---------------------------------------------------------------------|
 NL0586
 NL0586                          SUPERSEDED SURVEY CONTROL
 NL0586
 NL0586  NAD 83(1996)-  42 25 27.01584(N)    095 00 10.08092(W) AD(       ) 1
 NL0586  NAD 83(1986)-  42 25 27.01491(N)    095 00 10.07993(W) AD(       ) 1
 NL0586  NAD 27      -  42 25 27.08400(N)    095 00 09.12500(W) AD(       ) 1
 NL0586
 NL0586.Superseded values are not recommended for survey control.
 NL0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0586.See file dsdata.txt to determine how the superseded data were derived.
 NL0586
 NL0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3523698816(NAD 83)
 NL0586_MARKER: DS = TRIANGULATION STATION DISK
 NL0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0586
 NL0586  HISTORY     - Date     Condition        Report By
 NL0586  HISTORY     - 1934     MONUMENTED       CGS
 NL0586  HISTORY     - 1950     GOOD             CGS
 NL0586  HISTORY     - 1966     GOOD             CGS
 NL0586
 NL0586                          STATION DESCRIPTION
 NL0586
 NL0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0586'THIS STATION IS ON THE W SIDE OF THE TOWN OF SAC CITY, AT THE
 NL0586'NW CORNER OF EARLY STREET AND N SIXTEENTH STREET.  IT IS ON LAND
 NL0586'OWNED BY THE CITY AND OCCUPIED BY THE MUNICIPAL STANDPIPE.
 NL0586'IT IS ON THE E SIDE OF THE LOT, 36-1/2 FEET W OF THE CENTER
 NL0586'LINE OF N SIXTEENTH STREET, 9-1/2 FEET W OF THE FENCE LINE,
 NL0586'27.82 FEET NNE OF THE NNE FACE OF STANDPIPE, 35.3 FEET NNE
 NL0586'OF THE W TANGENT OF STANDPIPE, 35.1 FEET N OF THE E TANGENT
 NL0586'OF STANDPIPE.  MARK IS FLUSH WITH THE TOP OF GROUND.
 NL0586'
 NL0586'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0586'BRONZE DISKS SET IN CONCRETE.
 NL0586'
 NL0586'REFERENCE MARK NO. 1 IS SSE OF THE STATION, 44 FEET S OF THE
 NL0586'CENTER LINE OF EARLY STREET, 17 FEET E OF THE CENTER LINE OF
 NL0586'N SIXTEENTH STREET, 3 FEET E OF FACE OF CURB, 4 FEET S OF THE
 NL0586'S EDGE OF SIDEWALK, 41 FEET NW OF THE NW CORNER OF HOUSE.  MARK
 NL0586'IS FLUSH WITH THE TOP OF THE GROUND.
 NL0586'
 NL0586'REFERENCE MARK NO. 2 IS SW OF THE STATION, 155 FEET W OF THE
 NL0586'CENTER LINE OF N SIXTEENTH STREET, 24 FEET S OF THE CENTER LINE
 NL0586'OF EARLY STREET, 46 FEET N OF THE NE CORNER OF HOUSE, 13 FEET
 NL0586'N OF THE N EDGE OF SIDEWALK, 4-1/2 FEET W OF THE W EDGE OF WALK
 NL0586'TO CURB.  MARK IS FLUSH WITH TOP OF GROUND.
 NL0586'
 NL0586'AZIMUTH MARK IS N OF THE STATION, 23 FEET E OF THE CENTER LINE
 NL0586'OF N SIXTEENTH STREET, 1-1/2 FEET W OF FENCE LINE AND 150 FEET
 NL0586'N OF STREET INTERSECTION.  MARK PROJECTS 4 INCHES.
 NL0586'
 NL0586'TO REACH FROM COURT HOUSE, GO W 0.7 MILE ON U.S. HIGHWAY 20 TO
 NL0586'N SIXTEENTH STREET.  THENCE N 0.1 MILE TO MUNICIPAL STANDPIPE
 NL0586'AND STATION.
 NL0586'
 NL0586'ALL LIGHTS COME INTO VIEW AT 35 FEET.
 NL0586
 NL0586                          STATION RECOVERY (1950)
 NL0586
 NL0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0586'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 NL0586'CONDITION.  THE 1934 DESCRIPTION IS ADEQUATE WITH THESE
 NL0586'EXCEPTIONS.
 NL0586'
 NL0586'A NEW REFERENCE MARK NO. 3 WAS SET AND OCCUPIED AS AN ECCENTRIC
 NL0586'STATION BECAUSE THE STANDPIPE IS ON LINE BETWEEN THIS STATION
 NL0586'AND TRIANGULATION STATION LAKE.
 NL0586'
 NL0586'REFERENCE MARK NO. 2 IS NO LONGER OF ANY USE BECAUSE A PUMPHOUSE
 NL0586'HAS BEEN BUILT ON LINE BETWEEN IT AND STATION.
 NL0586'
 NL0586'A DIFFERENCE WAS FOUND IN THE DISTANCE TO THE AZIMUTH MARK AND
 NL0586'REFERENCE MARK NO. 1.  THE DISTANCE TO THE AZIMUTH MARK IS 0.3
 NL0586'MILE, AND THE DISTANCE TO REFERENCE MARK NO. 1 IS 149.70 FEET
 NL0586'OR 45.628 METERS.
 NL0586'
 NL0586'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 NL0586
 NL0586                          STATION RECOVERY (1966)
 NL0586
 NL0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LFS)
 NL0586'STATION MARK, REFERENCE MARKS NO. 1 AND 3 WERE RECOVERED IN
 NL0586'GOOD CONDITION.  REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE NOT
 NL0586'FOUND AND THE AZIMUTH MARK APPEARS TO HAVE BEEN DESTROYED BY
 NL0586'GRADER OPERATIONS.  STATION MARK WAS LOWERED IN PLACE AT THE
 NL0586'REQUEST OF THE OTTO ENGINEERING COMPANY OF SAC CITY SO IT WOULD
 NL0586'NOT BE IN DANGER OF BEING DESTROYED BY THE CONSTRUCTION OF A NEW
 NL0586'WATER TANK WHICH IS UNDER CONSTRUCTION AT THIS TIME.  REFERENCE
 NL0586'MARK NO. 4 WAS SET ALSO.
 NL0586'
 NL0586'STATION MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 NL0586'POST AND STAMPED SAC CITY 1934 1968 IS 91-1/2 FEET NORTH OF THE
 NL0586'CENTERLINE OF EARLY STREET, 36 FEET WEST OF THE CENTERLINE OF
 NL0586'NORTH 16TH STREET, 21 FEET NORTHWEST OF A TELEPHONE POLE, 10
 NL0586'FEET WEST OF THE WEST EDGE OF SIDEWALK AND 1.5 FEET EAST OF A
 NL0586'METAL WITNESS POST.  THE MARK IS 1.5 FEET BELOW THE SURFACE OF
 NL0586'THE GROUND.
 NL0586'
 NL0586'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A SQUARE
 NL0586'CONCRETE POST AND STAMPED SAC CITY NO 1 1934, IS 43-1/2 FEET
 NL0586'SOUTH OF THE CENTERLINE OF EARLY STREET, 17 FEET EAST OF THE
 NL0586'CENTERLINE OF NORTH 16TH STREET, 4 FEET SOUTH OF THE SOUTH EDGE
 NL0586'OF SIDEWALK AND 3 FEET EAST OF THE STREET CURB.  THE MARK IS
 NL0586'FLUSH WITH THE GROUND.
 NL0586'
 NL0586'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A ROUND
 NL0586'CONCRETE POST AND STAMPED SAC CITY 1934 NO 3, IS 69 FEET SOUTH
 NL0586'OF THE CENTERLINE OF AN ALLEY WAY, 43 FEET WEST OF THE CENTERLINE
 NL0586'OF NORTH 16TH STREET AND 15 FEET WEST OF THE WEST EDGE OF
 NL0586'SIDEWALK.  THE MARK IS FLUSH WITH THE GROUND.
 NL0586'
 NL0586'REFERENCE MARK NO. 4, A STANDARD DISK SET IN THE TOP OF A ROUND
 NL0586'CONCRETE POST AND STAMPED SAC CITY 1934 NO 4 1968, IS 30 FEET
 NL0586'WEST OF THE CENTERLINE OF NORTH 16TH STREET, 21 FEET SOUTH
 NL0586'OF THE CENTERLINE OF ALLEY WAY, 2 FEET WEST OF THE WEST EDGE OF
 NL0586'SIDEWALK AND 1 FOOT EAST OF A WITNESS POST.  THE MARK IS FLUSH
 NL0586'WITH THE GROUND.
 NL0586'
 NL0586'NO SUITABLE PLACE WAS FOUND TO SET A NEW AZIMUTH MARK AND THERE
 NL0586'ARE NO DISTANCE OBJECTS VISIBLE FROM THE GROUND.
 NL0586'
 NL0586'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SAC CITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0930 ***********************************************************************
 NL0930  DESIGNATION -  SACPORT
 NL0930  PID         -  NL0930
 NL0930  STATE/COUNTY-  IA/SAC
 NL0930  USGS QUAD   -  SAC CITY EAST (1980)
 NL0930
 NL0930                         *CURRENT SURVEY CONTROL
 NL0930  ___________________________________________________________________
 NL0930* NAD 83(1996)-  42 22 49.16821(N)    094 58 46.81418(W)     ADJUSTED  
 NL0930* NAVD 88     -       378.2    (meters)    1241.     (feet)  VERTCON   
 NL0930  ___________________________________________________________________
 NL0930  X           -    -409,609.974 (meters)                     COMP
 NL0930  Y           -  -4,701,074.222 (meters)                     COMP
 NL0930  Z           -   4,277,139.598 (meters)                     COMP
 NL0930  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 NL0930  ELLIP HEIGHT-         349.29  (meters)          (05/06/99) GPS OBS
 NL0930  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 NL0930
 NL0930  HORZ ORDER  -  THIRD
 NL0930  ELLP ORDER  -  FOURTH    CLASS I
 NL0930
 NL0930.This mark is at Sac City Municipal Airport (SKI)
 NL0930
 NL0930.The horizontal coordinates were established by GPS observations
 NL0930.and adjusted by the National Geodetic Survey in May 1999..
 NL0930
 NL0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0930
 NL0930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0930
 NL0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0930
 NL0930.The ellipsoidal height was determined by GPS observations
 NL0930.and is referenced to NAD 83.
 NL0930
 NL0930.The geoid height was determined by GEOID03.
 NL0930
 NL0930;                    North         East     Units Scale Factor Converg.
 NL0930;SPC IA N     - 1,098,849.308 1,378,152.219   MT  0.99995788   -1 00 10.2
 NL0930;UTM  15      - 4,693,902.827   337,025.266   MT  0.99992681   -1 20 04.9
 NL0930
 NL0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0930!SPC IA N     -   0.99994522  x   0.99995788  =   0.99990310
 NL0930!UTM  15      -   0.99994522  x   0.99992681  =   0.99987204
 NL0930
 NL0930:                Primary Azimuth Mark                     Grid Az
 NL0930:SPC IA N     -  SACPORT AZ MK                            181 56 05.2
 NL0930:UTM  15      -  SACPORT AZ MK                            182 15 59.9
 NL0930
 NL0930|---------------------------------------------------------------------|
 NL0930| PID    Reference Object                     Distance      Geod. Az  |
 NL0930|                                                           dddmmss.s |
 NL0930| NL0931 SACPORT AZ MK                       APPROX. 0.7 KM 1805555.0 |
 NL0930|---------------------------------------------------------------------|
 NL0930
 NL0930                          SUPERSEDED SURVEY CONTROL
 NL0930
 NL0930  NAD 83(1996)-  42 22 49.16834(N)    094 58 46.81420(W) AD(       ) 3
 NL0930  NAD 83(1986)-  42 22 49.16612(N)    094 58 46.80947(W) AD(       ) 3
 NL0930  NGVD 29 (07/09/90)  378.1    (m)         1240.     (f) GPS OBS        
 NL0930
 NL0930.Superseded values are not recommended for survey control.
 NL0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0930.See file dsdata.txt to determine how the superseded data were derived.
 NL0930
 NL0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3702593903(NAD 83)
 NL0930_MARKER: I = METAL ROD
 NL0930_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NL0930_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NL0930_STAMPING: SACPORT 1989
 NL0930_MARK LOGO: NGS   
 NL0930_PROJECTION: FLUSH
 NL0930_MAGNETIC: I = MARKER IS A STEEL ROD
 NL0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0930+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NL0930_ROD/PIPE-DEPTH: 7.0  meters
 NL0930_SLEEVE-DEPTH  : 0.91 meters
 NL0930
 NL0930  HISTORY     - Date     Condition        Report By
 NL0930  HISTORY     - 1989     MONUMENTED       NGS
 NL0930
 NL0930                          STATION DESCRIPTION
 NL0930
 NL0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NL0930'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTH-SOUTHEAST OF SAC
 NL0930'CITY AT THE SAC CITY MUNICIPAL AIRPORT AT THE JUNCTION OF THE ENTRANCE
 NL0930'RAMP AND RUNWAYS 36-18.  OWNERSHIP--CITY OF SAC CITY, SAC CITY, IA
 NL0930'50583, PHONE (712) 662-7593.  THE AIRPORT MANAGER IS VERLE ENGEL,
 NL0930'PHONE (712) 662-7035.
 NL0930'TO REACH THE STATION FROM THE COURTHOUSE IN SAC CITY, GO EAST ON US
 NL0930'HIGHWAY 20 FOR 2.75 KM (1.70 MI) TO THE JUNCTION OF STATE HIGHWAY 196.
 NL0930'TURN RIGHT, SOUTH, ON STATE HIGHWAY 196 FOR 4.0 KM (2.50 MI) TO THE
 NL0930'INTERSECTION OF COUNTY ROAD D 42.  TURN RIGHT, WEST, ON COUNTY ROAD D
 NL0930'42 FOR 2.17 KM (1.35 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN
 NL0930'LEFT ON THE ENTRANCE ROAD, THEN EAST ONTO THE APRON FOR 0.3 KM
 NL0930'(0.20 MI) TO THE GAS PUMPS IN THE MIDDLE OF THE APRON.  TURN RIGHT,
 NL0930'SOUTH, ONTO THE APRON AND GO FOR 0.08 KM (0.05 MI) TO A TAXIWAY.  TURN
 NL0930'RIGHT, WEST, ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE END OF RUNWAY
 NL0930'14.  TURN LEFT ONTO THE RUNWAY AND GO FOR 1.12 KM (0.70 MI) TO THE
 NL0930'INTERSECTION OF RUNWAYS 18-36 AND THE STATION ON THE LEFT.
 NL0930'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NL0930'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NL0930'SURROUNDED BY CONCRETE.  LOCATED 26.05 M (85.5 FT) WEST OF THE CENTER
 NL0930'OF RUNWAY 18-36, 17.6 M (57.7 FT) SOUTHWEST OF THE CENTER OF RUNWAY
 NL0930'14-32, 7.83 M (25.7 FT) WEST-SOUTHWEST OF THE CURVED EDGE OF THE
 NL0930'RUNWAY AND 7.83 M (25.7 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS
 NL0930'POST.
 NL0930'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NL0930'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0931 ***********************************************************************
 NL0931  DESIGNATION -  SACPORT AZ MK
 NL0931  PID         -  NL0931
 NL0931  STATE/COUNTY-  IA/SAC
 NL0931  USGS QUAD   -  GRANT CITY (1980)
 NL0931
 NL0931                         *CURRENT SURVEY CONTROL
 NL0931  ___________________________________________________________________
 NL0931* NAD 83(1996)-  42 22 27.83681(N)    094 58 47.28217(W)     ADJUSTED  
 NL0931* NAVD 88     -       376.1    (meters)    1234.     (feet)  VERTCON   
 NL0931  ___________________________________________________________________
 NL0931  X           -    -409,659.013 (meters)                     COMP
 NL0931  Y           -  -4,701,513.676 (meters)                     COMP
 NL0931  Z           -   4,276,651.885 (meters)                     COMP
 NL0931  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 NL0931  ELLIP HEIGHT-         347.12  (meters)          (05/06/99) GPS OBS
 NL0931  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 NL0931
 NL0931  HORZ ORDER  -  THIRD
 NL0931  ELLP ORDER  -  FOURTH    CLASS I
 NL0931
 NL0931.This mark is at Sac City Municipal Airport (SKI)
 NL0931
 NL0931.The horizontal coordinates were established by GPS observations
 NL0931.and adjusted by the National Geodetic Survey in May 1999..
 NL0931
 NL0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0931
 NL0931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0931
 NL0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0931
 NL0931.The ellipsoidal height was determined by GPS observations
 NL0931.and is referenced to NAD 83.
 NL0931
 NL0931.The geoid height was determined by GEOID03.
 NL0931
 NL0931;                    North         East     Units Scale Factor Converg.
 NL0931;SPC IA N     - 1,098,191.428 1,378,129.994   MT  0.99995840   -1 00 10.5
 NL0931;UTM  15      - 4,693,245.107   336,999.234   MT  0.99992691   -1 20 04.6
 NL0931
 NL0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0931!SPC IA N     -   0.99994556  x   0.99995840  =   0.99990396
 NL0931!UTM  15      -   0.99994556  x   0.99992691  =   0.99987248
 NL0931
 NL0931:                Primary Azimuth Mark                     Grid Az
 NL0931:SPC IA N     -  SACPORT                                  001 56 05.2
 NL0931:UTM  15      -  SACPORT                                  002 15 59.3
 NL0931
 NL0931|---------------------------------------------------------------------|
 NL0931| PID    Reference Object                     Distance      Geod. Az  |
 NL0931|                                                           dddmmss.s |
 NL0931| NL0930 SACPORT                             APPROX. 0.7 KM 0005554.7 |
 NL0931|---------------------------------------------------------------------|
 NL0931
 NL0931                          SUPERSEDED SURVEY CONTROL
 NL0931
 NL0931  NAD 83(1996)-  42 22 27.83693(N)    094 58 47.28220(W) AD(       ) 3
 NL0931  NAD 83(1986)-  42 22 27.83469(N)    094 58 47.27796(W) AD(       ) 3
 NL0931  NGVD 29 (07/09/90)  376.0    (m)         1234.     (f) GPS OBS        
 NL0931
 NL0931.Superseded values are not recommended for survey control.
 NL0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0931.See file dsdata.txt to determine how the superseded data were derived.
 NL0931
 NL0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3699993245(NAD 83)
 NL0931_MARKER: I = METAL ROD
 NL0931_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NL0931_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NL0931_STAMPING: SACPORT AZ MK 1989
 NL0931_MARK LOGO: NGS   
 NL0931_PROJECTION: FLUSH
 NL0931_MAGNETIC: I = MARKER IS A STEEL ROD
 NL0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0931+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NL0931_ROD/PIPE-DEPTH: 7.0  meters
 NL0931_SLEEVE-DEPTH  : 0.91 meters
 NL0931
 NL0931  HISTORY     - Date     Condition        Report By
 NL0931  HISTORY     - 1989     MONUMENTED       NGS
 NL0931
 NL0931                          STATION DESCRIPTION
 NL0931
 NL0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NL0931'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTH-SOUTHEAST OF SAC
 NL0931'CITY AT THE SAC CITY MUNICIPAL AIRPORT AND ABOUT 11.90 M (39.0 FT)
 NL0931'SOUTHWEST OF A VASI LIGHT OF RUNWAY 32.  OWNERSHIP--CITY OF SAC CITY,
 NL0931'SAC CITY, IA 50583, PHONE (712) 662-7593.  THE AIRPORT MANAGER IS
 NL0931'VERLE ENGLE, PHONE (712) 662-7035.
 NL0931'TO REACH THE STATION FROM THE COURTHOUSE IN SAC CITY, GO EAST ON US
 NL0931'HIGHWAY 20 FOR 2.75 KM (1.70 MI) TO THE JUNCTION OF STATE HIGHWAY 196.
 NL0931'TURN RIGHT, SOUTH, ON STATE HIGHWAY 196 FOR 4.0 KM (2.50 MI) TO THE
 NL0931'INTERSECTION OF COUNTY ROAD D 42.  TURN RIGHT, WEST, ON COUNTY ROAD D
 NL0931'42 FOR 2.17 KM (1.35 MI) TO THE ENTRANCE OF THE AIRPORT ON THE LEFT.
 NL0931'TURN LEFT, SOUTH, ON THE ENTRANCE ROAD, THEN EAST ONTO THE APRON FOR
 NL0931'0.3 KM (0.20 MI) TO THE GAS PUMPS IN THE MIDDLE OF THE APRON.  TURN
 NL0931'RIGHT, SOUTH, ON THE APRON FOR 0.08 KM (0.05 MI) TO A TAXIWAY.  TURN
 NL0931'RIGHT, WEST, ONTO THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE END OF
 NL0931'RUNWAY 14.  TURN LEFT ONTO THE RUNWAY AND GO FOR 1.1 KM (0.70 MI) TO
 NL0931'THE INTERSECTION OF RUNWAYS 18-36.  TURN RIGHT ONTO RUNWAY 36 AND GO
 NL0931'FOR 0.65 KM (0.40 MI) TO A TURN-AROUND FOR THE END OF RUNWAY AND THE
 NL0931'MARK ON THE RIGHT.
 NL0931'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND AND
 NL0931'ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.
 NL0931'LOCATED ON THE NORTHWEST SIDE OF THE TURN-AROUND OF RUNWAY 36, 23.85 M
 NL0931'(78.2 FT) WEST OF THE CENTER OF THE RUNWAY, 14.45 M (47.4 FT)
 NL0931'NORTHEAST OF THE NORTHWEST CORNER OF THE TURN-AROUND, 11.90 M
 NL0931'(39.0 FT) SOUTH OF THE SOUTWEST LEG OF A VASI LIGHT, 0.80 M (2.6 FT)
 NL0931'NORTHWEST OF THE NORTHWEST EDGE OF THE TURN-AROUND AND 0.77 M
 NL0931'(2.5 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 NL0931'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NL0931'DESCRIBED BY M.L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0682 ***********************************************************************
 NK0682  DESIGNATION -  SACRED HEART CH SPIRE
 NK0682  PID         -  NK0682
 NK0682  STATE/COUNTY-  IA/CERRO GORDO
 NK0682  USGS QUAD   -  SHEFFIELD (1972)
 NK0682
 NK0682                         *CURRENT SURVEY CONTROL
 NK0682  ___________________________________________________________________
 NK0682* NAD 83(1996)-  42 59 14.99256(N)    093 11 18.20340(W)     ADJUSTED  
 NK0682* NAVD 88     -                                                        
 NK0682  ___________________________________________________________________
 NK0682  LAPLACE CORR-         -16.28  (seconds)                    DEFLEC99
 NK0682  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 NK0682
 NK0682  HORZ ORDER  -  THIRD
 NK0682
 NK0682.The horizontal coordinates were established by classical geodetic methods
 NK0682.and adjusted by the National Geodetic Survey in May 1999..
 NK0682
 NK0682
 NK0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0682
 NK0682.The geoid height was determined by GEOID03.
 NK0682
 NK0682;                    North         East     Units Scale Factor Converg.
 NK0682;SPC IA N     - 1,165,275.230 1,525,413.095   MT  0.99996092   +0 12 40.3
 NK0682;UTM  15      - 4,759,443.680   484,641.540   MT  0.99960290   -0 07 42.4
 NK0682
 NK0682                          SUPERSEDED SURVEY CONTROL
 NK0682
 NK0682  NAD 83(1996)-  42 59 14.99255(N)    093 11 18.20339(W) AD(       ) 4
 NK0682  NAD 83(1986)-  42 59 14.98772(N)    093 11 18.19352(W) AD(       ) 4
 NK0682  NAD 27      -  42 59 15.11426(N)    093 11 17.47665(W) AD(       ) 3
 NK0682
 NK0682.Superseded values are not recommended for survey control.
 NK0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0682.See file dsdata.txt to determine how the superseded data were derived.
 NK0682
 NK0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8464259444(NAD 83)
 NK0682_MARKER: 90 = CHURCH SPIRE
 NK0682
 NK0682  HISTORY     - Date     Condition        Report By
 NK0682  HISTORY     - 1969     FIRST OBSERVED   USGS
 NK0682
 NK0682                          STATION DESCRIPTION
 NK0682
 NK0682'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0277 ***********************************************************************
 OO0277  DESIGNATION -  SAINT ANSGAR
 OO0277  PID         -  OO0277
 OO0277  STATE/COUNTY-  IA/MITCHELL
 OO0277  USGS QUAD   -  ST ANSGAR (1972)
 OO0277
 OO0277                         *CURRENT SURVEY CONTROL
 OO0277  ___________________________________________________________________
 OO0277* NAD 83(1986)-  43 22 42.     (N)    092 55 08.     (W)     SCALED    
 OO0277* NAVD 88     -       357.002  (meters)    1171.26   (feet)  ADJUSTED  
 OO0277  ___________________________________________________________________
 OO0277  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 OO0277  DYNAMIC HT  -         356.917 (meters)    1170.99  (feet)  COMP
 OO0277  MODELED GRAV-     980,370.8   (mgal)                       NAVD 88
 OO0277
 OO0277  VERT ORDER  -  SECOND    CLASS 0
 OO0277
 OO0277.The horizontal coordinates were scaled from a topographic map and have
 OO0277.an estimated accuracy of +/- 6 seconds.
 OO0277
 OO0277.The orthometric height was determined by differential leveling
 OO0277.and adjusted by the National Geodetic Survey in June 1991..
 OO0277
 OO0277.The geoid height was determined by GEOID03.
 OO0277
 OO0277.The dynamic height is computed by dividing the NAVD 88
 OO0277.geopotential number by the normal gravity value computed on the
 OO0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0277.degrees latitude (g = 980.6199 gals.).
 OO0277
 OO0277.The modeled gravity was interpolated from observed gravity values.
 OO0277
 OO0277;                    North         East    Units  Estimated Accuracy
 OO0277;SPC IA N     - 1,208,810.    1,547,090.      MT  (+/- 180 meters Scaled)
 OO0277
 OO0277                          SUPERSEDED SURVEY CONTROL
 OO0277
 OO0277  NGVD 29 (??/??/92)  357.000  (m)         1171.26   (f) ADJ UNCH    2 0
 OO0277
 OO0277.Superseded values are not recommended for survey control.
 OO0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0277.See file dsdata.txt to determine how the superseded data were derived.
 OO0277
 OO0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ065028(NAD 83)
 OO0277_MARKER: DB = BENCH MARK DISK
 OO0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0277_SP_SET: MONUMENT
 OO0277_STAMPING: SAINT ANSGAR 1934
 OO0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0277
 OO0277  HISTORY     - Date     Condition        Report By
 OO0277  HISTORY     - 1934     MONUMENTED       CGS
 OO0277
 OO0277                          STATION DESCRIPTION
 OO0277
 OO0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0277'IN SAINT ANSGAR.
 OO0277'AT SAINT ANSGAR, MITCHELL COUNTY, 124 FEET NORTHWEST OF THE NORTHWEST
 OO0277'CORNER OF THE ILLINOIS CENTRAL RAILROAD STATION, 71.6 FEET EAST OF THE
 OO0277'NORTHEAST CORNER OF THE KLINDT HOTEL, IN THE NORTHWEST CORNER OF THE
 OO0277'FIRE STATION YARD, 27 FEET SOUTH OF THE CENTERLINE OF MAIN STREET, AND
 OO0277'16.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FIRE STATION. A
 OO0277'STANDARD DISK, STAMPED SAINT ANSGAR 1934 AND SET IN THE TOP OF A 12-
 OO0277'BY 12-INCH CONCRETE MONUMENT PROJECTING 18 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0652 ***********************************************************************
 NK0652  CBN         -  This is a Cooperative Base Network Control Station.
 NK0652  DESIGNATION -  SALEM
 NK0652  PID         -  NK0652
 NK0652  STATE/COUNTY-  IA/GRUNDY
 NK0652  USGS QUAD   -  PARKERSBURG (1980)
 NK0652
 NK0652                         *CURRENT SURVEY CONTROL
 NK0652  ___________________________________________________________________
 NK0652* NAD 83(1996)-  42 30 48.92005(N)    092 45 47.64172(W)     ADJUSTED  
 NK0652* NAVD 88     -       333.3    (meters)    1094.     (feet)  GPS OBS   
 NK0652  ___________________________________________________________________
 NK0652  X           -    -227,008.596 (meters)                     COMP
 NK0652  Y           -  -4,703,383.715 (meters)                     COMP
 NK0652  Z           -   4,288,031.311 (meters)                     COMP
 NK0652  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 NK0652  ELLIP HEIGHT-         301.56  (meters)          (06/15/04) GPS OBS
 NK0652  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 NK0652
 NK0652  HORZ ORDER  -  B
 NK0652  ELLP ORDER  -  FOURTH    CLASS I
 NK0652
 NK0652.The horizontal coordinates were established by GPS observations
 NK0652.and adjusted by the National Geodetic Survey in August 1997..
 NK0652
 NK0652.The orthometric height was determined by GPS observations and a
 NK0652.high-resolution geoid model.
 NK0652
 NK0652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0652
 NK0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0652
 NK0652.The ellipsoidal height was determined by GPS observations
 NK0652.and is referenced to NAD 83.
 NK0652
 NK0652.The geoid height was determined by GEOID03.
 NK0652
 NK0652;                    North         East     Units Scale Factor Converg.
 NK0652;SPC IA N     - 1,112,849.344 1,560,544.481   MT  0.99994897   +0 29 57.6
 NK0652;UTM  15      - 4,706,829.131   519,449.954   MT  0.99960465   +0 09 36.0
 NK0652
 NK0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0652!SPC IA N     -   0.99995271  x   0.99994897  =   0.99990168
 NK0652!UTM  15      -   0.99995271  x   0.99960465  =   0.99955738
 NK0652
 NK0652|---------------------------------------------------------------------|
 NK0652| PID    Reference Object                     Distance      Geod. Az  |
 NK0652|                                                           dddmmss.s |
 NK0652| CI7096 SALEM RM 1                           24.132 METERS 00142     |
 NK0652| CI7097 SALEM RM 2                           21.690 METERS 18105     |
 NK0652| NK0651 PARKERSBURG MUNICIPAL TANK          APPROX. 7.3 KM 3433905.5 |
 NK0652|---------------------------------------------------------------------|
 NK0652
 NK0652                          SUPERSEDED SURVEY CONTROL
 NK0652
 NK0652  ELLIP H (08/25/97)  301.60   (m)                       GP(       ) 4 1
 NK0652  NAD 83(1986)-  42 30 48.91872(N)    092 45 47.63216(W) AD(       ) 2
 NK0652  NAD 27      -  42 30 48.98901(N)    092 45 46.92072(W) AD(       ) 2
 NK0652  NGVD 29 (07/19/86)  333.5    (m)         1094.     (f) VERT ANG       
 NK0652
 NK0652.Superseded values are not recommended for survey control.
 NK0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0652.See file dsdata.txt to determine how the superseded data were derived.
 NK0652
 NK0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1945006829(NAD 83)
 NK0652_MARKER: DE = TRAVERSE STATION DISK
 NK0652_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NK0652_STAMPING: ET SALEM 1970
 NK0652_MARK LOGO: USGS  
 NK0652_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0652+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 NK0652
 NK0652  HISTORY     - Date     Condition        Report By
 NK0652  HISTORY     - 1970     MONUMENTED       USGS
 NK0652  HISTORY     - 19960919 GOOD             IADT
 NK0652  HISTORY     - 20021031 GOOD             JCLS
 NK0652
 NK0652                          STATION DESCRIPTION
 NK0652
 NK0652'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 NK0652'THE STATION IS ABOUT 4.8 MI SSE. OF PARKERSBURG, ABOUT 0.35 MI
 NK0652'E. OF ST. HWY. 14 ON A PROMINENT KNOLL IN A CEMETERY.
 NK0652'
 NK0652'TO REACH FROM THE U.S. POST OFFICE IN PARKERSBURG, GO S. ON
 NK0652'THIRD STREET FOR 0.45 MI TO THE JCT. WITH U.S. HWY. 20, TURN LEFT
 NK0652'AND FOLLOW U.S. HWY. 20 E. FOR ABOUT 0.7 MI TO THE JCT. OF
 NK0652'U.S. HWY. 20 AND ST. HWY. 14 S., TURN RIGHT AND FOLLOW
 NK0652'ST. HWY. 14 S. FOR 4.0 MI TO A CROSSROAD, TURN LEFT AND FOLLOW
 NK0652'GRAVEL RD. E. FOR ABOUT 0.35 MI TO THE SALEM LUTHERAN CHURCH
 NK0652'CEMETERY ON THE LEFT ON A PROMINENT HILL AND THE STATION ON THE
 NK0652'LEFT IN THE E. EDGE OF THE CEMETERY.
 NK0652'
 NK0652'THE STATION MARK, STAMPED ET SALEM 1970 IS 114 FT N. CENTER
 NK0652'RD. AND 2.0 FT W. OF THE E. CEMETERY FENCE.
 NK0652'
 NK0652'REFERENCE MARK NO. 2 STAMPED SALEM NO 2 1970 IS S. OF THE
 NK0652'STATION, 43 FT N. CENTER RD., 3 FT N. AND 3 FT W. OF A POWERLINE
 NK0652'POLE 4G6, 1 FT N. AND 2 FT W. OF A FENCE COR. N. AND E.
 NK0652'
 NK0652'REFERENCE MARK NO. 1, STAMPED SALEM NO 1 1970 IS N. OF THE
 NK0652'STATION, 193 FT N. CENTER RD.  2.8 FT S. AND 2.0 FT W. OF THE
 NK0652'NE. CEMETERY FENCE COR. S.-W.
 NK0652'
 NK0652'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0652'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NK0652'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE
 NK0652'GROUND.
 NK0652'
 NK0652'NO AZIMUTH MARK WAS SET.
 NK0652'
 NK0652'REFERENCE AZIMUTH USED - PARKERSBURG MWT THE STATION IS LOCATED
 NK0652'IN PARKERSBURG, ABOUT 100 FT N. AND ABOUT 100 FT E. OF THE
 NK0652'INTERSECTION OF FOURTH STREET AND BETHEL STREET.  IT WAS BUILT IN
 NK0652'1915 AND IS A FOUR LEGGED STRUCTURE PAINTED ALUMINUM.
 NK0652'
 NK0652'STANDARD BRACED TRIPOD USED.
 NK0652
 NK0652                          STATION RECOVERY (1996)
 NK0652
 NK0652'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 NK0652'RECOVERED IN 1996 BY IOWA DOT.  LOCATED IN THE SOUTHWEST 1/4 OF
 NK0652'SECTION 17, T 89 N, R 16 W, ON THE NORTH SIDE OF A GRAVEL ROAD, ON THE
 NK0652'EAST EDGE OF THE SALEM LUTHERAN CEMETARY.  TO REACH THE STATION FROM
 NK0652'THE JUNCTION OF U.S.  HWY 20 (EAST) AND STATE HWY 14, ABOUT 7.5 MI
 NK0652'(12.1 KM) NORTH OF GRUNDY CENTER, GO NORTH ON HWYS.  20 AND 14 FOR 3.0
 NK0652'MI (4.8 KM) TO A CROSSROAD, COUNTY ROAD D 17 WEST AND GRAVEL ROAD
 NK0652'(130TH ST.) EAST.  TURN RIGHT AND GO EAST ON 130TH STREET FOR 0.35 MI
 NK0652'(0.56 KM) TO THE SALEM LUTHERAN CEMETARY, AND THE STATION, BOTH ON THE
 NK0652'LEFT.  THE MONUMENT IS 22.6 M (74.1 FT) NORTH OF A PINK STATE HARN
 NK0652'SURVEY SIGN SET IN THE SOUTHEAST FENCE CORNER OF THE CEMETARY, AND 2.0
 NK0652'FT (0.6 M) WEST OF THE EAST FENCELINE.
 NK0652
 NK0652                          STATION RECOVERY (2002)
 NK0652
 NK0652'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 NK0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0866 ***********************************************************************
 LD0866  DESIGNATION -  SALEM MUNICIPAL TANK
 LD0866  PID         -  LD0866
 LD0866  STATE/COUNTY-  IA/HENRY
 LD0866  USGS QUAD   -  SALEM (1981)
 LD0866
 LD0866                         *CURRENT SURVEY CONTROL
 LD0866  ___________________________________________________________________
 LD0866* NAD 83(1996)-  40 51 16.37700(N)    091 37 13.31608(W)     ADJUSTED  
 LD0866* NAVD 88     -                                                        
 LD0866  ___________________________________________________________________
 LD0866  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 LD0866  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LD0866
 LD0866  HORZ ORDER  -  THIRD
 LD0866
 LD0866.The horizontal coordinates were established by classical geodetic methods
 LD0866.and adjusted by the National Geodetic Survey in May 1999..
 LD0866
 LD0866
 LD0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0866
 LD0866.The geoid height was determined by GEOID03.
 LD0866
 LD0866;                    North         East     Units Scale Factor Converg.
 LD0866;SPC IA S     -    96,608.436   658,472.891   MT  0.99996654   +1 14 17.2
 LD0866;UTM  15      - 4,523,526.757   616,285.706   MT  0.99976644   +0 54 09.3
 LD0866
 LD0866                          SUPERSEDED SURVEY CONTROL
 LD0866
 LD0866  NAD 83(1986)-  40 51 16.38537(N)    091 37 13.32837(W) AD(       ) 4
 LD0866  NAD 27      -  40 51 16.28600(N)    091 37 12.76400(W) AD(       ) 3
 LD0866
 LD0866.Superseded values are not recommended for survey control.
 LD0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0866.See file dsdata.txt to determine how the superseded data were derived.
 LD0866
 LD0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF1628623527(NAD 83)
 LD0866_MARKER: 53 = ELEVATED TANK
 LD0866
 LD0866  HISTORY     - Date     Condition        Report By
 LD0866  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0866
 LD0866                          STATION DESCRIPTION
 LD0866
 LD0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0866'THE STATION IS LOCATED NEAR THE CENTER OF SALEM.  IT IS A
 LD0866'LARGE, SILVER COLORED METAL TANK WITH A CONICAL SHAPED ROOF
 LD0866'THAT IS PAINTED RED AND WHITE.  THE TANK IS SUPPORTED BY
 LD0866'FOUR STRUCTURAL STEEL LEGS AND IS ABOUT 150 FEET IN HEIGHT.
 LD0866'THE PEAK OF THE ROOF WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0397 ***********************************************************************
 NM0397  DESIGNATION -  SALIX AZ MK
 NM0397  PID         -  NM0397
 NM0397  STATE/COUNTY-  IA/WOODBURY
 NM0397  USGS QUAD   -  LUTON (1964)
 NM0397
 NM0397                         *CURRENT SURVEY CONTROL
 NM0397  ___________________________________________________________________
 NM0397* NAD 83(1986)-  42 18 02.     (N)    096 14 39.     (W)     SCALED    
 NM0397* NAVD 88     -       327.988  (meters)    1076.07   (feet)  ADJUSTED  
 NM0397  ___________________________________________________________________
 NM0397  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 NM0397  DYNAMIC HT  -         327.881 (meters)    1075.72  (feet)  COMP
 NM0397  MODELED GRAV-     980,283.7   (mgal)                       NAVD 88
 NM0397
 NM0397  VERT ORDER  -  SECOND    CLASS 0
 NM0397
 NM0397.The horizontal coordinates were scaled from a topographic map and have
 NM0397.an estimated accuracy of +/- 6 seconds.
 NM0397
 NM0397.The orthometric height was determined by differential leveling
 NM0397.and adjusted by the National Geodetic Survey in June 1991..
 NM0397
 NM0397.The geoid height was determined by GEOID03.
 NM0397
 NM0397.The dynamic height is computed by dividing the NAVD 88
 NM0397.geopotential number by the normal gravity value computed on the
 NM0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0397.degrees latitude (g = 980.6199 gals.).
 NM0397
 NM0397.The modeled gravity was interpolated from observed gravity values.
 NM0397
 NM0397;                    North         East    Units  Estimated Accuracy
 NM0397;SPC IA N     - 1,092,600.    1,273,760.      MT  (+/- 180 meters Scaled)
 NM0397
 NM0397                          SUPERSEDED SURVEY CONTROL
 NM0397
 NM0397  NGVD 29 (??/??/92)  327.832  (m)         1075.56   (f) ADJ UNCH    2 0
 NM0397
 NM0397.Superseded values are not recommended for survey control.
 NM0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0397.See file dsdata.txt to determine how the superseded data were derived.
 NM0397
 NM0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM271868(NAD 83)
 NM0397_MARKER: DZ = AZIMUTH MARK DISK
 NM0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0397_STAMPING: SALIX 1948
 NM0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0397+STABILITY: SURFACE MOTION
 NM0397
 NM0397  HISTORY     - Date     Condition        Report By
 NM0397  HISTORY     - 1948     MONUMENTED       CGS
 NM0397  HISTORY     - 1949     GOOD             NGS
 NM0397
 NM0397                          STATION DESCRIPTION
 NM0397
 NM0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0397'2.4 MI SE FROM SALIX.
 NM0397'0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND
 NM0397'NORTH WESTERN RAILWAY STATION AT SALIX, THENCE 1.8 MILES EAST
 NM0397'ALONG A GRAVELED ROAD, 45 FEET SOUTH OF THE CENTER LINE OF AN
 NM0397'EAST-WEST ROAD, 10.3 FEET SOUTH OF THE WEST END OF A 16-INCH
 NM0397'CONCRETE TUBE CULVERT UNDER A PRIVATE ROAD LEADING SOUTH, 7 FEET
 NM0397'WEST OF THE CENTER LINE OF A PRIVATE ROAD, 3.0 FEET SOUTHEAST OF
 NM0397'THE NORTH END OF A NORTH-SOUTH FENCE, 1.6 FEET EAST OF A FENCE,
 NM0397'1.5 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM0397'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1679 ***********************************************************************
 NM1679  DESIGNATION -  SALIX MUNICIPAL TANK
 NM1679  PID         -  NM1679
 NM1679  STATE/COUNTY-  IA/WOODBURY
 NM1679  USGS QUAD   -  SALIX (1976)
 NM1679
 NM1679                         *CURRENT SURVEY CONTROL
 NM1679  ___________________________________________________________________
 NM1679* NAD 83(1996)-  42 18 33.03933(N)    096 17 15.00777(W)     ADJUSTED  
 NM1679* NAVD 88     -                                                        
 NM1679  ___________________________________________________________________
 NM1679  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 NM1679  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 NM1679
 NM1679  HORZ ORDER  -  THIRD
 NM1679
 NM1679.The horizontal coordinates were established by classical geodetic methods
 NM1679.and adjusted by the National Geodetic Survey in May 1999..
 NM1679
 NM1679
 NM1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1679
 NM1679.The geoid height was determined by GEOID03.
 NM1679
 NM1679;                    North         East     Units Scale Factor Converg.
 NM1679;SPC IA N     - 1,093,668.790 1,270,224.369   MT  0.99996483   -1 53 21.2
 NM1679;SPC NE       -   281,459.896   805,921.414   MT  0.99975690   +2 27 36.9
 NM1679;UTM  14      - 4,687,668.323   723,559.880   MT  1.00021498   +1 49 35.8
 NM1679
 NM1679                          SUPERSEDED SURVEY CONTROL
 NM1679
 NM1679  NAD 83(1996)-  42 18 33.03938(N)    096 17 15.00774(W) AD(       ) 4
 NM1679  NAD 83(1996)-  42 18 33.03935(N)    096 17 15.00781(W) AD(       ) 4
 NM1679  NAD 83(1996)-  42 18 33.03917(N)    096 17 15.00856(W) AD(       ) 4
 NM1679  NAD 83(1986)-  42 18 33.04117(N)    096 17 15.00624(W) AD(       ) 4
 NM1679  NAD 27      -  42 18 33.06600(N)    096 17 13.90800(W) AD(       ) 3
 NM1679
 NM1679.Superseded values are not recommended for survey control.
 NM1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1679.See file dsdata.txt to determine how the superseded data were derived.
 NM1679
 NM1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2356087668(NAD 83)
 NM1679_MARKER: 53 = ELEVATED TANK
 NM1679
 NM1679  HISTORY     - Date     Condition        Report By
 NM1679  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1679  HISTORY     - 1948     GOOD             CGS
 NM1679  HISTORY     - 1959     GOOD             CGS
 NM1679
 NM1679                          STATION DESCRIPTION
 NM1679
 NM1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1679'THE STATION IS LOCATED IN THE TOWN OF SALIX.  IT IS A 4 LEGGED
 NM1679'STEEL STRUCTURE, PAINTED SILVER AND APPROXIMATELY 125 FEET
 NM1679'HIGH.
 NM1679'
 NM1679'THE POINT INTERSECTED WAS THE BALL AT PEAK OF ROOF.
 NM1679'
 NM1679'TO REACH FROM THE POST OFFICE IN SALIX, GO 50 FEET EAST TO
 NM1679'INTERSECTION, TURN LEFT (NORTH) FOR 0.5 MILE TO THE TANK ON THE
 NM1679'RIGHT.
 NM1679
 NM1679                          STATION RECOVERY (1959)
 NM1679
 NM1679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 NM1679'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0400 ***********************************************************************
 NM0400  DESIGNATION -  SALIX RM 1
 NM0400  PID         -  NM0400
 NM0400  STATE/COUNTY-  IA/WOODBURY
 NM0400  USGS QUAD   -  LUTON (1964)
 NM0400
 NM0400                         *CURRENT SURVEY CONTROL
 NM0400  ___________________________________________________________________
 NM0400* NAD 83(1986)-  42 18 03.     (N)    096 13 54.     (W)     SCALED    
 NM0400* NAVD 88     -       328.642  (meters)    1078.22   (feet)  ADJUSTED  
 NM0400  ___________________________________________________________________
 NM0400  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 NM0400  DYNAMIC HT  -         328.534 (meters)    1077.87  (feet)  COMP
 NM0400  MODELED GRAV-     980,282.9   (mgal)                       NAVD 88
 NM0400
 NM0400  VERT ORDER  -  SECOND    CLASS 0
 NM0400
 NM0400.The horizontal coordinates were scaled from a topographic map and have
 NM0400.an estimated accuracy of +/- 6 seconds.
 NM0400
 NM0400.The orthometric height was determined by differential leveling
 NM0400.and adjusted by the National Geodetic Survey in June 1991..
 NM0400
 NM0400.The geoid height was determined by GEOID03.
 NM0400
 NM0400.The dynamic height is computed by dividing the NAVD 88
 NM0400.geopotential number by the normal gravity value computed on the
 NM0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0400.degrees latitude (g = 980.6199 gals.).
 NM0400
 NM0400.The modeled gravity was interpolated from observed gravity values.
 NM0400
 NM0400;                    North         East    Units  Estimated Accuracy
 NM0400;SPC IA N     - 1,092,590.    1,274,800.      MT  (+/- 180 meters Scaled)
 NM0400
 NM0400                          SUPERSEDED SURVEY CONTROL
 NM0400
 NM0400  NGVD 29 (??/??/92)  328.486  (m)         1077.71   (f) ADJ UNCH    2 0
 NM0400
 NM0400.Superseded values are not recommended for survey control.
 NM0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0400.See file dsdata.txt to determine how the superseded data were derived.
 NM0400
 NM0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM281868(NAD 83)
 NM0400_MARKER: DR = REFERENCE MARK DISK
 NM0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0400_STAMPING: SALIX NO 1 1948
 NM0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0400+STABILITY: SURFACE MOTION
 NM0400
 NM0400  HISTORY     - Date     Condition        Report By
 NM0400  HISTORY     - 1948     MONUMENTED       CGS
 NM0400  HISTORY     - 1949     GOOD             NGS
 NM0400
 NM0400                          STATION DESCRIPTION
 NM0400
 NM0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0400'3 MI SE FROM SALIX.
 NM0400'0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND
 NM0400'NORTH WESTERN RAILWAY STATION AT SALIX, THENCE 2.4 MILES EAST
 NM0400'ALONG A GRAVELED ROAD, 161.3 FEET NORTHEAST OF TRIANGULATION
 NM0400'STATION SALIX 1948, 127.0 FEET SOUTH OF THE SOUTH DOOR OF
 NM0400'A FARMHOUSE BELONGING TO HARVEY PRATT, 33 FEET EAST OF THE
 NM0400'CENTER LINE OF A PRIVATE DRIVEWAY, 15 FEET NORTH OF THE CENTER LINE
 NM0400'OF AN EAST-WEST ROAD, 8.0 FEET SOUTH OF A TRIPLE-TRUNK COTTONWOOD
 NM0400'TREE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 NM0400'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0399 ***********************************************************************
 NM0399  DESIGNATION -  SALIX RM 2
 NM0399  PID         -  NM0399
 NM0399  STATE/COUNTY-  IA/WOODBURY
 NM0399  USGS QUAD   -  LUTON (1964)
 NM0399
 NM0399                         *CURRENT SURVEY CONTROL
 NM0399  ___________________________________________________________________
 NM0399* NAD 83(1986)-  42 18 03.     (N)    096 13 53.     (W)     SCALED    
 NM0399* NAVD 88     -       327.808  (meters)    1075.48   (feet)  ADJUSTED  
 NM0399  ___________________________________________________________________
 NM0399  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 NM0399  DYNAMIC HT  -         327.700 (meters)    1075.13  (feet)  COMP
 NM0399  MODELED GRAV-     980,282.9   (mgal)                       NAVD 88
 NM0399
 NM0399  VERT ORDER  -  SECOND    CLASS 0
 NM0399
 NM0399.The horizontal coordinates were scaled from a topographic map and have
 NM0399.an estimated accuracy of +/- 6 seconds.
 NM0399
 NM0399.The orthometric height was determined by differential leveling
 NM0399.and adjusted by the National Geodetic Survey in June 1991..
 NM0399
 NM0399.The geoid height was determined by GEOID03.
 NM0399
 NM0399.The dynamic height is computed by dividing the NAVD 88
 NM0399.geopotential number by the normal gravity value computed on the
 NM0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0399.degrees latitude (g = 980.6199 gals.).
 NM0399
 NM0399.The modeled gravity was interpolated from observed gravity values.
 NM0399
 NM0399;                    North         East    Units  Estimated Accuracy
 NM0399;SPC IA N     - 1,092,590.    1,274,820.      MT  (+/- 180 meters Scaled)
 NM0399
 NM0399                          SUPERSEDED SURVEY CONTROL
 NM0399
 NM0399  NGVD 29 (??/??/92)  327.652  (m)         1074.97   (f) ADJ UNCH    2 0
 NM0399
 NM0399.Superseded values are not recommended for survey control.
 NM0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0399.See file dsdata.txt to determine how the superseded data were derived.
 NM0399
 NM0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM282868(NAD 83)
 NM0399_MARKER: DR = REFERENCE MARK DISK
 NM0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0399_STAMPING: SALIX NO 2 1948
 NM0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0399+STABILITY: SURFACE MOTION
 NM0399
 NM0399  HISTORY     - Date     Condition        Report By
 NM0399  HISTORY     - 1948     MONUMENTED       CGS
 NM0399  HISTORY     - 1949     GOOD             NGS
 NM0399
 NM0399                          STATION DESCRIPTION
 NM0399
 NM0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0399'3 MI SE FROM SALIX.
 NM0399'0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND
 NM0399'NORTH WESTERN RAILWAY STATION AT SALIX, THENCE 2.4 MILES EAST
 NM0399'ALONG A GRAVELED ROAD, 160.5 FEET SOUTH OF TRIANGULATION STATION
 NM0399'SALIX 1948, 37 FEET WEST OF THE CENTER LINE OF A T ROAD LEADING
 NM0399'SOUTH, 16 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 NM0399'LEADING TO A FIELD, 12.0 FEET SOUTHWEST OF A POWER TRANSMISSION
 NM0399'LINE POLE, 11.0 FEET WEST OF THE NORTH END OF AN 18-INCH CONCRETE
 NM0399'TUBE CULVERT UNDER A PRIVATE DRIVEWAY, 1.5 FEET NORTH OF A
 NM0399'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0399'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0978 ***********************************************************************
 OO0978  DESIGNATION -  SALSBURY
 OO0978  PID         -  OO0978
 OO0978  STATE/COUNTY-  IA/FLOYD
 OO0978  USGS QUAD   -  CHARLES CITY (1971)
 OO0978
 OO0978                         *CURRENT SURVEY CONTROL
 OO0978  ___________________________________________________________________
 OO0978* NAD 83(1996)-  43 03 35.13038(N)    092 41 29.31399(W)     ADJUSTED  
 OO0978* NAVD 88     -       313.4    (meters)    1028.     (feet)  VERTCON   
 OO0978  ___________________________________________________________________
 OO0978  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 OO0978  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 OO0978
 OO0978  HORZ ORDER  -  SECOND
 OO0978
 OO0978.The horizontal coordinates were established by classical geodetic methods
 OO0978.and adjusted by the National Geodetic Survey in May 1999..
 OO0978
 OO0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0978
 OO0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0978
 OO0978.The geoid height was determined by GEOID03.
 OO0978
 OO0978;                    North         East     Units Scale Factor Converg.
 OO0978;SPC IA N     - 1,173,570.707 1,565,860.831   MT  0.99996875   +0 32 52.7
 OO0978;UTM  15      - 4,767,497.086   525,122.898   MT  0.99960776   +0 12 38.3
 OO0978
 OO0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0978!SPC IA N     -   0.99995572  x   0.99996875  =   0.99992447
 OO0978!UTM  15      -   0.99995572  x   0.99960776  =   0.99956349
 OO0978
 OO0978|---------------------------------------------------------------------|
 OO0978| PID    Reference Object                     Distance      Geod. Az  |
 OO0978|                                                           dddmmss.s |
 OO0978| CI7099 SALSBURY RM 1                        21.197 METERS 07732     |
 OO0978| CI7100 SALSBURY RM 2                        19.576 METERS 18859     |
 OO0978| CI7098 SALSBURY AZ MK                                     2711324.3 |
 OO0978|---------------------------------------------------------------------|
 OO0978
 OO0978                          SUPERSEDED SURVEY CONTROL
 OO0978
 OO0978  NAD 83(1996)-  43 03 35.13040(N)    092 41 29.31397(W) AD(       ) 2
 OO0978  NAD 83(1986)-  43 03 35.12415(N)    092 41 29.30877(W) AD(       ) 2
 OO0978  NAD 27      -  43 03 35.23600(N)    092 41 28.63292(W) AD(       ) 2
 OO0978  NGVD 29 (07/19/86)  313.4    (m)         1028.     (f) VERT ANG       
 OO0978
 OO0978.Superseded values are not recommended for survey control.
 OO0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0978.See file dsdata.txt to determine how the superseded data were derived.
 OO0978
 OO0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2512367497(NAD 83)
 OO0978_MARKER: DS = TRIANGULATION STATION DISK
 OO0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0978_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0978
 OO0978  HISTORY     - Date     Condition        Report By
 OO0978  HISTORY     - 1971     MONUMENTED       NGS
 OO0978
 OO0978                          STATION DESCRIPTION
 OO0978
 OO0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0978'THE STATION IS LOCATED ABOUT 0.75 MILE WEST OF THE CENTER OF
 OO0978'CHARLES CITY ON THE PROPERTY OF THE SALSBURY LABORATORIES.
 OO0978'
 OO0978'TO REACH THE STATION FROM THE COURT HOUSE IN CHARLES CITY
 OO0978'AT THE JUNCTION OF U.S. HIGHWAYS 18 AND 218 AND STATE HIGHWAY
 OO0978'14, GO WEST ON HIGHWAY 14 FOR 0.75 MILE TO THE EAST ENTRANCE
 OO0978'TO THE SALSBURY LABORATORIES AND THE STATION ON THE LEFT
 OO0978'IN A LARGE GRASSY AREA.
 OO0978'
 OO0978'STATION MARKS ARE STANDARD DISKS STAMPED SALSBURY 1971.  THE
 OO0978'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO0978'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 58.5
 OO0978'FEET SOUTH OF THE CENTER OF HIGHWAY 14 AND 62 FEET EAST OF THE
 OO0978'APPROXIMATE CENTER OF THE EAST DRIVEWAY TO THE LABORATORY.
 OO0978'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 OO0978'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 OO0978'
 OO0978'REFERENCE MARK 1, A STANDARD DISK STAMPED SALSBURY NO 1 1971,
 OO0978'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0978'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 149 FEET EAST
 OO0978'OF THE APPROXIMATE CENTER OF THE DRIVEWAY, 43.5 FEET SOUTH OF THE
 OO0978'CENTER OF HIGHWAY 14 AND 2.7 FEET WEST OF RIGHT-OF-WAY POST
 OO0978'NUMBER 340.
 OO0978'
 OO0978'REFERENCE MARK 2, A STANDARD DISK STAMPED SALSBURY NO 2 1971, IS
 OO0978'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0978'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 123 FEET SOUTH OF
 OO0978'THE CENTER OF THE HIGHWAY AND 51 FEET EAST OF THE APPROXIMATE
 OO0978'CENTER OF THE DRIVEWAY.
 OO0978'
 OO0978'THE AZIMUTH MARK, A STANDARD DISK STAMPED SALSBURY 1971, IS SET
 OO0978'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OO0978'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 93 FEET
 OO0978'WEST-SOUTHWEST OF A 40-INCH ELM TREE, 51 FEET WEST OF THE
 OO0978'APPROXIMATE CENTER OF A DRIVEWAY LEADING TO A DESERTED FRAME
 OO0978'HOUSE, 22 FEET NORTH OF THE CENTER OF HIGHWAY 14 AND 1.7 FEET
 OO0978'EAST OF A TELEPHONE POLE NUMBER 200 T63.
 OO0978'
 OO0978'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY
 OO0978'14 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 OO0978'
 OO0978'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0561 ***********************************************************************
 NK0561  DESIGNATION -  SALT
 NK0561  PID         -  NK0561
 NK0561  STATE/COUNTY-  IA/BENTON
 NK0561  USGS QUAD   -  ELBERON (1971)
 NK0561
 NK0561                         *CURRENT SURVEY CONTROL
 NK0561  ___________________________________________________________________
 NK0561* NAD 83(1996)-  42 06 43.25612(N)    092 17 56.52352(W)     ADJUSTED  
 NK0561* NAVD 88     -       290.0    (meters)     951.     (feet)  VERTCON   
 NK0561  ___________________________________________________________________
 NK0561  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 NK0561  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 NK0561
 NK0561  HORZ ORDER  -  SECOND
 NK0561
 NK0561.The horizontal coordinates were established by classical geodetic methods
 NK0561.and adjusted by the National Geodetic Survey in May 1999..
 NK0561
 NK0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0561
 NK0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0561
 NK0561.The geoid height was determined by GEOID03.
 NK0561
 NK0561;                    North         East     Units Scale Factor Converg.
 NK0561;SPC IA N     - 1,068,686.005 1,599,322.099   MT  0.99999208   +0 48 50.2
 NK0561;UTM  15      - 4,662,451.029   557,950.536   MT  0.99964132   +0 28 12.2
 NK0561
 NK0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0561!SPC IA N     -   0.99995943  x   0.99999208  =   0.99995151
 NK0561!UTM  15      -   0.99995943  x   0.99964132  =   0.99960077
 NK0561
 NK0561|---------------------------------------------------------------------|
 NK0561| PID    Reference Object                     Distance      Geod. Az  |
 NK0561|                                                           dddmmss.s |
 NK0561| CI7102 SALT RM 1                            10.052 METERS 00835     |
 NK0561| CI7103 SALT RM 2                            10.825 METERS 17325     |
 NK0561| NK0558 DYSART MUNICIPAL TANK               APPROX. 6.4 KM 3545609.9 |
 NK0561|---------------------------------------------------------------------|
 NK0561
 NK0561                          SUPERSEDED SURVEY CONTROL
 NK0561
 NK0561  NAD 83(1986)-  42 06 43.25517(N)    092 17 56.52247(W) AD(       ) 2
 NK0561  NAD 27      -  42 06 43.27796(N)    092 17 55.85894(W) AD(       ) 2
 NK0561  NGVD 29 (07/19/86)  290.0    (m)          951.     (f) VERT ANG       
 NK0561
 NK0561.Superseded values are not recommended for survey control.
 NK0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0561.See file dsdata.txt to determine how the superseded data were derived.
 NK0561
 NK0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5795162451(NAD 83)
 NK0561_MARKER: DD = SURVEY DISK
 NK0561_SETTING: 0 = UNSPECIFIED SETTING
 NK0561
 NK0561  HISTORY     - Date     Condition        Report By
 NK0561  HISTORY     - 1970     MONUMENTED       USGS
 NK0561
 NK0561                          STATION DESCRIPTION
 NK0561
 NK0561'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0561'THE STATION IS ABOUT 4.0 MI SSE. OF DYSART, IOWA, ABOUT 0.25 MI
 NK0561'N. OF THE COR. OF SECS. 1, 6, 7 AND 12, T. 84 N., RS. 12 AND 13
 NK0561'W., ON TOP OF SMALL KNOLL.
 NK0561'
 NK0561'TO REACH THE STATION FROM THE JCT. OF ST. HWY. 8 AND ST. HWY. 21,
 NK0561'ABOUT 1/2 MI NE. OF DYSART, GO S. ON S. HWY. 21 FOR 4.75 MI TO
 NK0561'TOP OF SMALL KNOLL AND STATION ON LEFT, (E.).
 NK0561'
 NK0561'STATION MARK, STAMPED ET SALT 1970 IS 41 FT S. AND 42 FT
 NK0561'E. OF THE CENTER OF RD. AT DRIVE WNW., 7.5 FT W. OF THE
 NK0561'E. RIGHT-OF-WAY FENCE, 7.5 FT W. OF USGS WITNESS POST.
 NK0561'
 NK0561'REFERENCE MARK NO. 1, STAMPED SALT NO 1 1970 IS N. OF THE
 NK0561'STATION, 8 FT S. AND 46 FT E. OF THE CENTER OF RD. AT DRIVE
 NK0561'WNW., 3 FT S. OF TELEPHONE POLE, 3 FT W. OF THE E. RIGHT-OF-WAY
 NK0561'FENCE.
 NK0561'
 NK0561'REFERENCE MARK NO. 2, STAMPED SALT NO 2 1970 IS S. OF THE STATION,
 NK0561'76 FT S. AND 45 FT E. OF CENTER OF RD. AT DRIVE WNW., 3 FT
 NK0561'W. OF THE E. RIGHT-OF-WAY FENCE.
 NK0561'
 NK0561'ALL MARKS STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED RODS
 NK0561'CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 NK0561'TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE GROUND.
 NK0561'
 NK0561'NO AZIMUTH MARK WAS SET.
 NK0561'
 NK0561'REFERENCE AZIMUTH USED - DYSART M.W.T. POINT OBSERVED WAS FINIAL
 NK0561'OF DYSART M.W.T. LOCATED ABOUT 170 FT N. AND ABOUT 115 FT
 NK0561'E. OF INTERSECTION OF CORNNELL STREET AND MAIN STREET IN
 NK0561'DYSART.  THE TANK WAS BUILT IN 1910 AND IS PAINTED ALUMINUM,
 NK0561'T. 85 N., R. 13 W., ABOUT 0.4 MI N. AND ABOUT 0.1 MI E. OF THE
 NK0561'QUARTER COR. BETWEEN SECS. 13 AND 24.
 NK0561'
 NK0561'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1012 ***********************************************************************
 OP1012  DESIGNATION -  SAM
 OP1012  PID         -  OP1012
 OP1012  STATE/COUNTY-  IA/KOSSUTH
 OP1012  USGS QUAD   -  LONE ROCK (1980)
 OP1012
 OP1012                         *CURRENT SURVEY CONTROL
 OP1012  ___________________________________________________________________
 OP1012* NAD 83(1996)-  43 09 29.07206(N)    094 19 27.69880(W)     ADJUSTED  
 OP1012* NAVD 88     -       366.3    (meters)    1202.     (feet)  VERTCON   
 OP1012  ___________________________________________________________________
 OP1012  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 OP1012  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 OP1012
 OP1012  HORZ ORDER  -  SECOND
 OP1012
 OP1012.The horizontal coordinates were established by classical geodetic methods
 OP1012.and adjusted by the National Geodetic Survey in May 1999..
 OP1012
 OP1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1012
 OP1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1012
 OP1012.The geoid height was determined by GEOID03.
 OP1012
 OP1012;                    North         East     Units Scale Factor Converg.
 OP1012;SPC IA N     - 1,184,504.903 1,432,955.670   MT  0.99998197   -0 33 31.3
 OP1012;UTM  15      - 4,779,220.305   392,330.038   MT  0.99974261   -0 54 21.5
 OP1012
 OP1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1012!SPC IA N     -   0.99994706  x   0.99998197  =   0.99992904
 OP1012!UTM  15      -   0.99994706  x   0.99974261  =   0.99968969
 OP1012
 OP1012:                Primary Azimuth Mark                     Grid Az
 OP1012:SPC IA N     -  LONE ROCK FELCO ELEVATOR                 000 38 24.7
 OP1012:UTM  15      -  LONE ROCK FELCO ELEVATOR                 000 59 14.9
 OP1012
 OP1012|---------------------------------------------------------------------|
 OP1012| PID    Reference Object                     Distance      Geod. Az  |
 OP1012|                                                           dddmmss.s |
 OP1012| OP1010 LONE ROCK FELCO ELEVATOR            APPROX. 6.5 KM 0000453.4 |
 OP1012| OP1011 SAM RM 1                              9.097 METERS 00004     |
 OP1012| CI7105 SAM RM 2                              8.675 METERS 17856     |
 OP1012| CI7104 SAM AZ MK                                          3583150.0 |
 OP1012|---------------------------------------------------------------------|
 OP1012
 OP1012                          SUPERSEDED SURVEY CONTROL
 OP1012
 OP1012  NAD 83(1996)-  43 09 29.07201(N)    094 19 27.69880(W) AD(       ) 2
 OP1012  NAD 83(1986)-  43 09 29.06340(N)    094 19 27.69129(W) AD(       ) 2
 OP1012  NAD 27      -  43 09 29.19785(N)    094 19 26.81135(W) AD(       ) 2
 OP1012  NGVD 29 (07/19/86)  366.2    (m)         1201.     (f) VERT ANG       
 OP1012
 OP1012.Superseded values are not recommended for survey control.
 OP1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1012.See file dsdata.txt to determine how the superseded data were derived.
 OP1012
 OP1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9233079220(NAD 83)
 OP1012_MARKER: DS = TRIANGULATION STATION DISK
 OP1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1012_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP1012
 OP1012  HISTORY     - Date     Condition        Report By
 OP1012  HISTORY     - 1971     MONUMENTED       NGS
 OP1012  HISTORY     - 1972     GOOD             USGS
 OP1012
 OP1012                          STATION DESCRIPTION
 OP1012
 OP1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1012'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF ALGONA,
 OP1012'4 MILES SOUTH OF LONE ROCK, 2 MILES EAST OF LOTTS CREEK
 OP1012'IN THE SW 1/4 OF SEC. 6, T. 96 N., R. 29 W. AND ON ROAD
 OP1012'RIGHT-OF-WAY.
 OP1012'
 OP1012'TO REACH THE STATION FROM THE POST OFFICE IN LONE ROCK, GO SOUTH
 OP1012'ON A PAVED ROAD FOR 3.6 MILES TO A FIELD ENTRANCE AND THE
 OP1012'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD AND GO SOUTH ON THE
 OP1012'PAVED ROAD FOR 0.25 MILE TO A CROSSROAD JUST BEFORE REACHING
 OP1012'A BRIDGE.  CONTINUE AHEAD AND GO SOUTH ON A GRAVELED ROAD,
 OP1012'CROSSING THE BRIDGE, FOR 0.7 MILE TO A FIELD ENTRANCE AND
 OP1012'THE STATION ON THE LEFT.
 OP1012'
 OP1012'STATION MARKS ARE STANDARD DISKS STAMPED SAM 1971.  THE
 OP1012'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP1012'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 51
 OP1012'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 12 FEET SOUTH
 OP1012'OF THE CENTER OF A FIELD ENTRANCE AND 3.5 FEET NORTH-NORTHEAST
 OP1012'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 OP1012'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 OP1012'THE GROUND SURFACE.
 OP1012'
 OP1012'REFERENCE MARK 1, A STANDARD DISK STAMPED SAM NO 1 1971,
 OP1012'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP1012'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET EAST OF THE
 OP1012'CENTER OF THE GRAVELED ROAD, 33 FEET NORTH OF THE METAL
 OP1012'WITNESS POST AND 19 FEET NORTH OF THE CENTER OF THE FIELD
 OP1012'ENTRANCE.
 OP1012'
 OP1012'REFERENCE MARK 2, A STANDARD DISK STAMPED SAM NO 2 1971, IS SET
 OP1012'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OP1012'IS FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET EAST OF THE
 OP1012'CENTER OF THE GRAVELED ROAD, 40 FEET SOUTH OF THE CENTER
 OP1012'OF THE FIELD ENTRANCE AND 25 FEET SOUTH OF THE METAL WITNESS
 OP1012'POST.
 OP1012'
 OP1012'THE AZIMUTH MARK, A STANDARD DISK STAMPED SAM 1971, IS SET
 OP1012'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 OP1012'FLUSH WITH THE GROUND SURFACE.  IT IS 45 FEET WEST OF THE CENTER
 OP1012'OF A PAVED ROAD, 12 FEET SOUTH OF THE CENTER OF A FIELD
 OP1012'ENTRANCE, 2 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST
 OP1012'OF A WIRE FENCE.
 OP1012'
 OP1012'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 OP1012
 OP1012                          STATION RECOVERY (1972)
 OP1012
 OP1012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP1012'ALL MARKS FOUND IN GOOD CONDITION.  DISTANCES AND DIRECTIONS
 OP1012'ARE CHECKED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1011 ***********************************************************************
 OP1011  DESIGNATION -  SAM RM 1
 OP1011  PID         -  OP1011
 OP1011  STATE/COUNTY-  IA/KOSSUTH
 OP1011  USGS QUAD   -  LONE ROCK (1980)
 OP1011
 OP1011                         *CURRENT SURVEY CONTROL
 OP1011  ___________________________________________________________________
 OP1011* NAD 83(1996)-  43 09 29.36684(N)    094 19 27.69835(W)     ADJUSTED  
 OP1011* NAVD 88     -       366.0    (meters)    1201.     (feet)  VERTCON   
 OP1011  ___________________________________________________________________
 OP1011  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 OP1011  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 OP1011
 OP1011  HORZ ORDER  -  SECOND
 OP1011
 OP1011.The horizontal coordinates were established by classical geodetic methods
 OP1011.and adjusted by the National Geodetic Survey in May 1999..
 OP1011
 OP1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1011
 OP1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1011
 OP1011.The geoid height was determined by GEOID03.
 OP1011
 OP1011;                    North         East     Units Scale Factor Converg.
 OP1011;SPC IA N     - 1,184,513.999 1,432,955.769   MT  0.99998198   -0 33 31.3
 OP1011;UTM  15      - 4,779,229.398   392,330.192   MT  0.99974261   -0 54 21.5
 OP1011
 OP1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1011!SPC IA N     -   0.99994711  x   0.99998198  =   0.99992909
 OP1011!UTM  15      -   0.99994711  x   0.99974261  =   0.99968974
 OP1011
 OP1011:                Primary Azimuth Mark                     Grid Az
 OP1011:SPC IA N     -  BURT                                     041 21 27.4
 OP1011:UTM  15      -  BURT                                     041 42 17.6
 OP1011
 OP1011|---------------------------------------------------------------------|
 OP1011| PID    Reference Object                     Distance      Geod. Az  |
 OP1011|                                                           dddmmss.s |
 OP1011| OP1009 BURT                                APPROX.12.1 KM 0404756.1 |
 OP1011| OP1012 SAM                                   9.097 METERS 18004     |
 OP1011|---------------------------------------------------------------------|
 OP1011
 OP1011                          SUPERSEDED SURVEY CONTROL
 OP1011
 OP1011  NAD 83(1996)-  43 09 29.36680(N)    094 19 27.69835(W) AD(       ) 2
 OP1011  NAD 83(1986)-  43 09 29.35823(N)    094 19 27.69084(W) AD(       ) 2
 OP1011  NAD 27      -  43 09 29.49272(N)    094 19 26.81090(W) AD(       ) 2
 OP1011  NGVD 29 (07/19/86)  365.9    (m)         1200.     (f) VERT ANG       
 OP1011
 OP1011.Superseded values are not recommended for survey control.
 OP1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1011.See file dsdata.txt to determine how the superseded data were derived.
 OP1011
 OP1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9233079229(NAD 83)
 OP1011_MARKER: DR = REFERENCE MARK DISK
 OP1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1011+STABILITY: SURFACE MOTION
 OP1011
 OP1011  HISTORY     - Date     Condition        Report By
 OP1011  HISTORY     - 1971     MONUMENTED       NGS
 OP1011
 OP1011                          STATION DESCRIPTION
 OP1011
 OP1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1011'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF ALGONA,
 OP1011'4 MILES SOUTH OF LONE ROCK, 2 MILES EAST OF LOTTS CREEK IN
 OP1011'THE SW 1/4 OF SEC. 6, T. 96 N., R. 29 W. AND ON ROAD RIGHT-OF-WAY.
 OP1011'
 OP1011'TO REACH THE STATION FROM THE POST OFFICE IN LONE ROCK, GO SOUTH
 OP1011'ON A PAVED ROAD FOR 3.85 MILES TO A CROSSROAD JUST BEFORE
 OP1011'REACHING A BRIDGE.  CONTINUE AHEAD AND GO SOUTH ON A GRAVELED
 OP1011'ROAD, CROSSING THE BRIDGE, FOR 0.7 MILE TO A FIELD ENTRANCE
 OP1011'AND THE STATION ON THE LEFT.
 OP1011'
 OP1011'THE STATION MARK, A STANDARD REFERENCE DISK STAMPED SAM
 OP1011'NO 1 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP1011'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET
 OP1011'EAST OF THE CENTER OF A GRAVELED ROAD, 33 FEET NORTH OF A
 OP1011'METAL WITNESS POST AND 19 FEET NORTH OF THE CENTER OF A FIELD
 OP1011'ENTRANCE.
 OP1011'
 OP1011'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8981 ***********************************************************************
 AA8981  DESIGNATION -  SANBORN
 AA8981  PID         -  AA8981
 AA8981  STATE/COUNTY-  IA/O BRIEN
 AA8981  USGS QUAD   -  SANBORN (1964)
 AA8981
 AA8981                         *CURRENT SURVEY CONTROL
 AA8981  ___________________________________________________________________
 AA8981* NAD 83(1996)-  43 11 08.84540(N)    095 39 16.57897(W)     ADJUSTED  
 AA8981* NAVD 88     -       474.     (meters)    1555.     (feet)  SCALED    
 AA8981  ___________________________________________________________________
 AA8981  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 AA8981  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AA8981
 AA8981  HORZ ORDER  -  FIRST
 AA8981
 AA8981.The horizontal coordinates were established by classical geodetic methods
 AA8981.and adjusted by the National Geodetic Survey in May 1999..
 AA8981
 AA8981.The orthometric height was scaled from a topographic map.
 AA8981
 AA8981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8981
 AA8981.The geoid height was determined by GEOID03.
 AA8981
 AA8981;                    North         East     Units Scale Factor Converg.
 AA8981;SPC IA N     - 1,189,488.915 1,324,863.047   MT  0.99998623   -1 27 37.0
 AA8981;UTM  15      - 4,784,868.182   284,275.559   MT  1.00017251   -1 49 02.7
 AA8981
 AA8981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8981!SPC IA N     -   0.99992994  x   0.99998623  =   0.99991617
 AA8981!UTM  15      -   0.99992994  x   1.00017251  =   1.00010243
 AA8981
 AA8981|---------------------------------------------------------------------|
 AA8981| PID    Reference Object                     Distance      Geod. Az  |
 AA8981|                                                           dddmmss.s |
 AA8981| CO4448 SANBORN RM 1                         23.839 METERS 05753     |
 AA8981| CO4447 SANBORN AZ MK                                      0820554.4 |
 AA8981| OP0804 HARTLEY                             APPROX.13.7 KM 0901153.7 |
 AA8981| OP0803 HARTLEY MUN TANK                    APPROX.14.4 KM 0931035.3 |
 AA8981| OP0815 GAZA NW IOWA PWR COOP MAST          APPROX.16.4 KM 1594425.4 |
 AA8981| CO4449 SANBORN RM 2                         32.607 METERS 19832     |
 AA8981| OP0816 SANBORN MUN TANK                    APPROX. 0.7 KM 2255651.3 |
 AA8981| OP0821 SHELDON MUN TANK                    APPROX.15.7 KM 2660516.0 |
 AA8981|---------------------------------------------------------------------|
 AA8981
 AA8981                          SUPERSEDED SURVEY CONTROL
 AA8981
 AA8981  NAD 83(1996)-  43 11 08.84541(N)    095 39 16.57897(W) AD(       ) 1
 AA8981  NAD 83(1996)-  43 11 08.84270(N)    095 39 16.57004(W) AD(       ) 1
 AA8981  NAD 83(1986)-  43 11 08.84403(N)    095 39 16.56901(W) AD(       ) 1
 AA8981  NAD 27      -  43 11 08.92813(N)    095 39 15.52058(W) AD(       ) 1
 AA8981
 AA8981.Superseded values are not recommended for survey control.
 AA8981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8981.See file dsdata.txt to determine how the superseded data were derived.
 AA8981
 AA8981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH8427684868(NAD 83)
 AA8981_MARKER: DS = TRIANGULATION STATION DISK
 AA8981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8981_SP_SET: SET IN CONCRETE POST
 AA8981_STAMPING: SANBORN 1971
 AA8981_PROJECTION: FLUSH
 AA8981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8981+STABILITY: SURFACE MOTION
 AA8981
 AA8981  HISTORY     - Date     Condition        Report By
 AA8981  HISTORY     - 1971     MONUMENTED       NGS
 AA8981
 AA8981                          STATION DESCRIPTION
 AA8981
 AA8981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 AA8981'THE STATION IS LOCATED IN THE TOWN OF SANBORN, AT THE NORTHEAST
 AA8981'CORNER OF THE TOWN PARK, IN THE SOUTHWEST ANGLE OF AN INTERSECTION
 AA8981'FORMED BY U.S. HIGHWAY 18 AND FRANKLIN STREET, AT THE NORTH EDGE
 AA8981'OF SECTION 35, T 97 N, R 41 W.
 AA8981'
 AA8981'THE STATION MARKS ARE STANDARD DISKS STAMPED SANBORN 1971.  THE
 AA8981'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AA8981'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 83 FEET SOUTH
 AA8981'OF THE CENTER OF HIGHWAY 18, 49 FEET WEST OF THE CENTER OF
 AA8981'FRANKLIN STREET, AND 53 FEET EAST-NORTHEAST OF A LIGHT POLE.
 AA8981'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 AA8981'OF CONCRETE 42 INCHES BELOW GROUND.
 AA8981'
 AA8981'REFERENCE MARK 1, A STANDARD DISK STAMPED SANBORN NO 1 1971,
 AA8981'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AA8981'WHICH IS FLUSH WITH THE GROUND.  IT IS 42 FEET SOUTH OF THE
 AA8981'CENTER OF HIGHWAY 18, 20 FEET EAST OF THE CENTER OF FRANKLIN
 AA8981'STREET, 20 FEET SOUTHWEST OF A METAL LIGHT POLE, AND 7.7 FEET
 AA8981'WEST OF THE WEST EDGE OF A SIDEWALK.
 AA8981'
 AA8981'REFERENCE MARK 2, A STANDARD DISK STAMPED SANBORN NO 2 1971, IS
 AA8981'CEMENTED FLUSH IN A DRILL HOLE IN A CONCRETE SIDEWALK ENTRANCE
 AA8981'TO THE PARK REST ROOMS.  IT IS 5.5 FEET EAST-NORTHEAST OF THE
 AA8981'NORTHEAST CORNER OF THE BUILDING, 2.0 FEET SOUTH OF THE NORTH EDGE
 AA8981'OF THE SIDEWALK, AND 1.6 FEET WEST OF THE EAST EDGE OF THE
 AA8981'SIDEWALK.
 AA8981'
 AA8981'THE AZIMUTH MARK, A STANDARD DISK STAMPED SANBORN 1971, IS
 AA8981'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AA8981'IS FLUSH WITH THE GROUND.  IT IS 47 FEET NORTH OF THE CENTER
 AA8981'OF HIGHWAY 18, 14 FEET SOUTH OF A WIRE FENCE, 1.7 FEET SOUTH
 AA8981'OF A TELEPHONE POLE, AND 1.7 FEET SOUTHWEST OF A METAL WITNESS
 AA8981'POST.
 AA8981'
 AA8981'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HIGHWAY 18 AND
 AA8981'FRANKLIN STREET, GO EAST ON HIGHWAY 18 FOR 0.15 MILE TO THE
 AA8981'MARK ON THE LEFT, ACROSS THE HIGHWAY FROM A DRIVE-IN RESTAURANT.
 AA8981'
 AA8981'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0816 ***********************************************************************
 OP0816  DESIGNATION -  SANBORN MUN TANK
 OP0816  PID         -  OP0816
 OP0816  STATE/COUNTY-  IA/O BRIEN
 OP0816  USGS QUAD   -  SANBORN (1964)
 OP0816
 OP0816                         *CURRENT SURVEY CONTROL
 OP0816  ___________________________________________________________________
 OP0816* NAD 83(1996)-  43 10 53.99719(N)    095 39 37.55066(W)     ADJUSTED  
 OP0816* NAVD 88     -       508.     (meters)    1667.     (feet)  VERTCON   
 OP0816  ___________________________________________________________________
 OP0816  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 OP0816  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 OP0816
 OP0816  HORZ ORDER  -  THIRD
 OP0816
 OP0816.The horizontal coordinates were established by classical geodetic methods
 OP0816.and adjusted by the National Geodetic Survey in May 1999..
 OP0816
 OP0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0816
 OP0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0816
 OP0816.The geoid height was determined by GEOID03.
 OP0816
 OP0816;                    North         East     Units Scale Factor Converg.
 OP0816;SPC IA N     - 1,189,042.939 1,324,377.919   MT  0.99998558   -1 27 51.2
 OP0816;UTM  15      - 4,784,425.155   283,787.569   MT  1.00017510   -1 49 16.6
 OP0816
 OP0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0816!SPC IA N     -   0.99992460  x   0.99998558  =   0.99991018
 OP0816!UTM  15      -   0.99992460  x   1.00017510  =   1.00009969
 OP0816
 OP0816                          SUPERSEDED SURVEY CONTROL
 OP0816
 OP0816  NAD 83(1996)-  43 10 53.99719(N)    095 39 37.55066(W) AD(       ) 4
 OP0816  NAD 83(1996)-  43 10 53.99513(N)    095 39 37.54079(W) AD(       ) 4
 OP0816  NAD 83(1986)-  43 10 53.99582(N)    095 39 37.54073(W) AD(       ) 4
 OP0816  NAD 27      -  43 10 54.07957(N)    095 39 36.49103(W) AD(       ) 3
 OP0816  NGVD 29 (07/19/86)  508.     (m)         1667.     (f) VERT ANG       
 OP0816
 OP0816.Superseded values are not recommended for survey control.
 OP0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0816.See file dsdata.txt to determine how the superseded data were derived.
 OP0816
 OP0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH8378884425(NAD 83)
 OP0816_MARKER: 53 = ELEVATED TANK
 OP0816
 OP0816  HISTORY     - Date     Condition        Report By
 OP0816  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP0816
 OP0816                          STATION DESCRIPTION
 OP0816
 OP0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0816'THE SANBORN MUNICIPAL WATER TANK IS LOCATED IN THE SOUTHWEST
 OP0816'SECTION OF TOWN, ON THE NORTH SIDE OF WEST 2ND STREET.
 OP0816'
 OP0816'THE TANK IS PAINTED PALE GREEN, ABOUT 125 FEET HIGH, WITH 4
 OP0816'CHANNEL-LACED LEGS AND A CONICAL ROOF WITH A BALL AT THE APEX.
 OP0816'
 OP0816'THE POINT INTERSECTED WAS THE BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1222 ***********************************************************************
 LF1222  DESIGNATION -  SAND
 LF1222  PID         -  LF1222
 LF1222  STATE/COUNTY-  IA/UNION
 LF1222  USGS QUAD   -  ARISPE (1981)
 LF1222
 LF1222                         *CURRENT SURVEY CONTROL
 LF1222  ___________________________________________________________________
 LF1222* NAD 83(1996)-  40 55 19.06950(N)    094 12 52.45441(W)     ADJUSTED  
 LF1222* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 LF1222  ___________________________________________________________________
 LF1222  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 LF1222  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 LF1222
 LF1222  HORZ ORDER  -  FIRST
 LF1222
 LF1222.The horizontal coordinates were established by classical geodetic methods
 LF1222.and adjusted by the National Geodetic Survey in May 1999..
 LF1222
 LF1222.The orthometric height was scaled from a topographic map.
 LF1222
 LF1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1222
 LF1222.The geoid height was determined by GEOID03.
 LF1222
 LF1222;                    North         East     Units Scale Factor Converg.
 LF1222;SPC IA S     -   102,629.590   439,811.688   MT  0.99996016   -0 28 14.5
 LF1222;UTM  15      - 4,530,804.441   397,731.264   MT  0.99972873   -0 47 44.3
 LF1222
 LF1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1222!SPC IA S     -   0.99994367  x   0.99996016  =   0.99990383
 LF1222!UTM  15      -   0.99994367  x   0.99972873  =   0.99967241
 LF1222
 LF1222:                Primary Azimuth Mark                     Grid Az
 LF1222:SPC IA S     -  AFTON MUNICIPAL TANK                     008 05 02.1
 LF1222:UTM  15      -  AFTON MUNICIPAL TANK                     008 24 31.9
 LF1222
 LF1222|---------------------------------------------------------------------|
 LF1222| PID    Reference Object                     Distance      Geod. Az  |
 LF1222|                                                           dddmmss.s |
 LF1222| MJ1080 AFTON MUNICIPAL TANK                APPROX.12.0 KM 0073647.6 |
 LF1222| LF1223 MICROWAVE TWR KAO 53 E ARISPE       APPROX. 5.2 KM 0760858.9 |
 LF1222| CL7535 SAND RM 1                            24.338 METERS 18156     |
 LF1222| CL7536 SAND RM 2                            20.452 METERS 31046     |
 LF1222| CL7534 SAND AZ MK                                         3245212.6 |
 LF1222|---------------------------------------------------------------------|
 LF1222
 LF1222                          SUPERSEDED SURVEY CONTROL
 LF1222
 LF1222  NAD 83(1986)-  40 55 19.06692(N)    094 12 52.47513(W) AD(       ) 1
 LF1222  NAD 27      -  40 55 19.09800(N)    094 12 51.65310(W) AD(       ) 1
 LF1222
 LF1222.Superseded values are not recommended for survey control.
 LF1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1222.See file dsdata.txt to determine how the superseded data were derived.
 LF1222
 LF1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF9773130804(NAD 83)
 LF1222_MARKER: DS = TRIANGULATION STATION DISK
 LF1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1222
 LF1222  HISTORY     - Date     Condition        Report By
 LF1222  HISTORY     - 1958     MONUMENTED       CGS
 LF1222  HISTORY     - 1977     MARK NOT FOUND   NGS
 LF1222
 LF1222                          STATION DESCRIPTION
 LF1222
 LF1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LF1222'THE STATION IS ABOUT 3 MILES NORTHEAST OF SHANNON CITY, ABOUT
 LF1222'2 MILES SOUTH-SOUTHEAST OF ARISPE, IN THE SAND CREEK TOWNSHIP,
 LF1222'IN THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION
 LF1222'29, T. 71 N., R. 29 W. AND IS ON THE PROPERTY OF MRS. MINNIE
 LF1222'LAIRD WHO LIVES IN DES MOINES.  IT IS 26 FEET EAST OF THE
 LF1222'CENTERLINE OF A GRAVELED ROAD, 39 FEET SOUTH OF A 36 INCH ELM
 LF1222'TREE, 5 FEET SOUTHEAST OF A WHITE WITNESS POST AND 4 FEET EAST
 LF1222'OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 LF1222'STAMPED SAND 1958.
 LF1222'
 LF1222'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 LF1222'IN AFTON, GO SOUTH SOUTHWEST ON U.S. HIGHWAY 169 FOR 4.95 MILES
 LF1222'TO A RAILROAD UNDERPASS.  CONTINUE AHEAD ON HIGHWAY 169 FOR
 LF1222'0.75 MILE TO A PAVED CROSS STREET IN THE WEST SECTION OF ARISPE.
 LF1222'CONTINUE SOUTH ON HIGHWAY 169 FOR 1.0 MILE TO A SIDE ROAD LEFT*.
 LF1222'TURN LEFT AND GO EAST ON THE SIDE ROAD FOR 0.5 MILE TO A
 LF1222'T-ROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.8
 LF1222'MILE TO THE STATION ON THE LEFT.
 LF1222'
 LF1222'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON HIGHWAY
 LF1222'169 FOR 0.15 MILE TO A GRAVELED DRIVEWAY LEFT.  TURN LEFT AND
 LF1222'GO SOUTHEAST AND EAST ON THE DRIVEWAY FOR 0.05 MILE, PASSING
 LF1222'TO THE LEFT OF A WHITE FRAME HOUSE, TO A WIRE GATE.  PASS
 LF1222'THROUGH THE WIRE GATE AND GO NORTHEAST FOR 100 FEET TO THE
 LF1222'AZIMUTH MARK AT THE SOUTHEAST CORNER OF AN IMPLEMENT SHED.  IT
 LF1222'IS ON THE PROPERTY OF MR. H. H. MUNSTERMANN.
 LF1222'
 LF1222'REFERENCE MARK 1 IS 84 FEET SOUTH OF THE WHITE WITNESS POST,
 LF1222'24 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 22 FEET
 LF1222'NORTH OF A TELEPHONE POLE AND 6 INCHES EAST OF THE WIRE FENCE.
 LF1222'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED SAND NO
 LF1222'1 1958.
 LF1222'
 LF1222'REFERENCE MARK 2 IS 53 FEET WEST OF THE 36 INCH ELM TREE, 30
 LF1222'FEET SOUTH OF A POWER POLE, 24 FEET WEST OF THE CENTERLINE OF
 LF1222'THE GRAVELED ROAD AND 6 INCHES EAST OF A WIRE FENCE.  THE
 LF1222'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED SAND NO 2
 LF1222'1958.
 LF1222'
 LF1222'THE AZIMUTH MARK IS 3 FEET WEST OF A WIRE FENCE, 2 FEET SOUTH OF A
 LF1222'WHITE WITNESS POST AND 6 INCHES EAST OF THE SOUTHEAST CORNER
 LF1222'OF AN IMPLEMENT SHED.  THE MONUMENT IS FLUSH AND THE DISK IS
 LF1222'STAMPED SAND 1958.
 LF1222'
 LF1222'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LF1222
 LF1222                          STATION RECOVERY (1977)
 LF1222
 LF1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LF1222'THIS STATION WAS SEARCHED FOR AND NOT FOUND.  THE DESCRIPTION OF
 LF1222'THE ROUTE TO REACH THE STATION DID NOT FIT THIS AREA, PROBABLY DUE
 LF1222'TO ROAD CHANGES AND ROADS CLOSED AND PUT UNDER-CULTIVATION.
 LF1222'ANOTHER SEARCH WILL BE MADE AT A LATER DATE WHEN MORE INFORMATION
 LF1222'ABOUT THE AREA CAN BE OBTAINED.
 LF1222'
 LF1222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 LF1222'SOUTH OF SHANNON CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1669 ***********************************************************************
 NM1669  DESIGNATION -  SARGEANTS
 NM1669  PID         -  NM1669
 NM1669  STATE/COUNTY-  IA/WOODBURY
 NM1669  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM1669
 NM1669                         *CURRENT SURVEY CONTROL
 NM1669  ___________________________________________________________________
 NM1669* NAD 83(1996)-  42 24 33.91038(N)    096 21 04.05270(W)     ADJUSTED  
 NM1669* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 NM1669  ___________________________________________________________________
 NM1669  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 NM1669  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 NM1669
 NM1669  HORZ ORDER  -  SECOND
 NM1669
 NM1669.The horizontal coordinates were established by classical geodetic methods
 NM1669.and adjusted by the National Geodetic Survey in May 1999..
 NM1669
 NM1669.The orthometric height was scaled from a topographic map.
 NM1669
 NM1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1669
 NM1669.The geoid height was determined by GEOID03.
 NM1669
 NM1669;                    North         East     Units Scale Factor Converg.
 NM1669;SPC IA N     - 1,104,971.816 1,265,357.246   MT  0.99995547   -1 55 56.4
 NM1669;SPC NE       -   292,359.126   800,212.085   MT  0.99978303   +2 25 05.2
 NM1669;UTM  14      - 4,698,634.608   717,968.767   MT  1.00018459   +1 47 13.8
 NM1669
 NM1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1669!SPC IA N     -   0.99994166  x   0.99995547  =   0.99989714
 NM1669!SPC NE       -   0.99994166  x   0.99978303  =   0.99972471
 NM1669!UTM  14      -   0.99994166  x   1.00018459  =   1.00012624
 NM1669
 NM1669                          SUPERSEDED SURVEY CONTROL
 NM1669
 NM1669  NAD 83(1996)-  42 24 33.91039(N)    096 21 04.05270(W) AD(       ) 2
 NM1669  NAD 83(1996)-  42 24 33.91041(N)    096 21 04.05280(W) AD(       ) 2
 NM1669  NAD 83(1996)-  42 24 33.91035(N)    096 21 04.05394(W) AD(       ) 2
 NM1669  NAD 83(1986)-  42 24 33.91385(N)    096 21 04.05418(W) AD(       ) 2
 NM1669  NAD 27      -  42 24 33.93300(N)    096 21 02.94700(W) AD(       ) 2
 NM1669
 NM1669.Superseded values are not recommended for survey control.
 NM1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1669.See file dsdata.txt to determine how the superseded data were derived.
 NM1669
 NM1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1796998635(NAD 83)
 NM1669_MARKER: P = PIPE CAP
 NM1669_SETTING: 0 = UNSPECIFIED SETTING
 NM1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1669
 NM1669  HISTORY     - Date     Condition        Report By
 NM1669  HISTORY     - 1934     MONUMENTED       MORC
 NM1669  HISTORY     - 1948     GOOD             CGS
 NM1669
 NM1669                          STATION DESCRIPTION
 NM1669
 NM1669'DESCRIBED BY MISSOURI RIVER COMMISSION 1934 (CIA)
 NM1669'MARK IS 3.5-INCH PIPE
 NM1669'SET IN GROUND, PROJECTING 1 FOOT ABOVE SURFACE AND HAS A CAP
 NM1669'BEARING INSCRIPTION U.S. MISSOURI RIVER COMMISSION.  NO
 NM1669'NUMBER OR DATE APPEARED ON CAP.  MARK IS LOCATED ABOUT 0.5 MILE
 NM1669'NORTHEAST OF SERGEANT BLUFF ON THE HIGHEST HILL IN THE IMMEDIATE
 NM1669'VICINITY.  IT IS 3.206 METERS NORTHWEST OF U.S. COAST AND
 NM1669'GEODETIC SURVEY TRIANGULATION STATION SERG.
 NM1669'
 NM1669'TO REACH FROM SERGEANT BLUFF DEPOT GO SOUTHEAST ON NEW PAVED
 NM1669'ROAD 0.2 MILE TO STATE HIGHWAY 230, THENCE LEFT (EAST) 0.7
 NM1669'MILE TO U.S. HIGHWAY 75, THENCE LEFT (NORTH) 0.6 MILE TO
 NM1669'OPENING IN FENCE ON LEFT SIDE.  ENTER OPENING, CROSS FIELD TO
 NM1669'GATE ON WEST SIDE.  GO THROUGH GATE AND FOLLOW FENCE SOUTH
 NM1669'TO CORNER AND GATE, GO THROUGH GATE INTO LANE AND FOLLOW
 NM1669'WEST TO TOP OF HILL.  TURN NORTHWEST ACROSS HILL TO SOUTH
 NM1669'FENCE OF FIELD, TURN LEFT (SOUTHWEST) AND FOLLOW DIM TRAIL
 NM1669'TO TOP OF HILL AND MARK.
 NM1669'
 NM1669'IS ON THE LEFT BANK, ONE-HALF MILE NORTHEAST FROM THE TOWN
 NM1669'OF SERGEANT BLUFF, IOWA, ON A SMALL KNOLL IN A NARROW RIDGE,
 NM1669'THE HIGHEST POINT IN THE VICINITY, IN THE SE 1/4 NE 1/4 SEC.
 NM1669'30, T. 88 N., R. 47 W.
 NM1669'
 NM1669'NOTE--DATE OF ESTABLISHMENT OF THIS STATION IS UNKNOWN.
 NM1669
 NM1669                          STATION RECOVERY (1948)
 NM1669
 NM1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1669'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHEAST OF SERGEANT
 NM1669'BLUFF, ON A HIGH GRASS COVERED HILL AND ON PROPERTY OF BALLOU
 NM1669'BRICK CO.  THE MARK IS A 4 INCH IRON PIPE WITH A CAP HAVING
 NM1669'THE LEGEND MISSOURI RIVER COMMISSION AND A TRIANGLE MARKING THE
 NM1669'CENTER CAST ON ITS FACE.  THE MARK IS BOXED IN WITH ABOUT 2
 NM1669'FEET OF DIRT.
 NM1669'
 NM1669'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 NM1669'SERG 1934 TO SARGEANTS (MRC).  IT IS 3.188 METERS (10.46 FEET)
 NM1669'NORTH-NORTHWEST OF THE STATION.
 NM1669'
 NM1669'TO REACH FROM THE POST OFFICE IN SERGEANT BLUFF, GO EASTERLY
 NM1669'0.2 MILE TO U.S. HIGHWAY 75, TURN LEFT ON HIGHWAY 75 FOR 0.35
 NM1669'MILE TO A GRAVELED ROAD RIGHT, TURN RIGHT ON GRAVELED ROAD FOR
 NM1669'0.7 MILE TO A WIRE GATE ON THE RIGHT, TURN RIGHT THROUGH
 NM1669'GATE 0.1 MILE TO GATE AT CORNER OF FIELD, PASS THROUGH GATE
 NM1669'FOLLOWING FENCE ALONG EDGE OF FIELD 0.1 MILE TO A THIRD GATE,
 NM1669'PASS THROUGH GATE TURNING LEFT TO POINT OF RIDGE THEN RIGHT
 NM1669'TO THE HIGHEST POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0916 ***********************************************************************
 OO0916  DESIGNATION -  SARGENT
 OO0916  PID         -  OO0916
 OO0916  STATE/COUNTY-  IA/CHICKASAW
 OO0916  USGS QUAD   -  JERICO (1972)
 OO0916
 OO0916                         *CURRENT SURVEY CONTROL
 OO0916  ___________________________________________________________________
 OO0916* NAD 83(1996)-  43 08 31.15882(N)    092 17 15.19151(W)     ADJUSTED  
 OO0916* NAVD 88     -       391.5    (meters)    1284.     (feet)  VERTCON   
 OO0916  ___________________________________________________________________
 OO0916  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 OO0916  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 OO0916
 OO0916  HORZ ORDER  -  FIRST
 OO0916
 OO0916.The horizontal coordinates were established by classical geodetic methods
 OO0916.and adjusted by the National Geodetic Survey in May 1999..
 OO0916
 OO0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0916
 OO0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0916
 OO0916.The geoid height was determined by GEOID03.
 OO0916
 OO0916;                    North         East     Units Scale Factor Converg.
 OO0916;SPC IA N     - 1,183,098.141 1,598,630.740   MT  0.99997960   +0 49 18.2
 OO0916;UTM  15      - 4,776,828.900   557,936.570   MT  0.99964129   +0 29 13.9
 OO0916
 OO0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0916!SPC IA N     -   0.99994340  x   0.99997960  =   0.99992300
 OO0916!UTM  15      -   0.99994340  x   0.99964129  =   0.99958471
 OO0916
 OO0916|---------------------------------------------------------------------|
 OO0916| PID    Reference Object                     Distance      Geod. Az  |
 OO0916|                                                           dddmmss.s |
 OO0916| CI7114 SARGENT RM 5                         30.998 METERS 01405     |
 OO0916| OO0909 PROTIVIN TRINITY CATH CH SPIRE      APPROX.18.1 KM 0615231.9 |
 OO0916| OO0911 PROTIVIN MUNICIPAL TANK             APPROX.18.1 KM 0620034.5 |
 OO0916| CI7109 SARGENT AZ MK RESET                                0845547.2 |
 OO0916| CI7108 SARGENT AZ MK                                      0855255.8 |
 OO0916| CI7112 SARGENT RM 3                         23.391 METERS 08950     |
 OO0916| CI7113 SARGENT RM 4                         13.484 METERS 09125     |
 OO0916| CI7110 SARGENT RM 1                         42.956 METERS 11510     |
 OO0916| OO0919 NEW HAMPTON ST PAUL EV LUTH CH      APPROX. 9.7 KM 1922024.7 |
 OO0916| OO0921 NEW HAMPTON MUN WTR WORKS STK       APPROX. 9.5 KM 1924803.7 |
 OO0916| OO0922 NEW HAMPTON MUN WTR WORKS TANK      APPROX. 9.5 KM 1925516.9 |
 OO0916| OO0923 NEW HAMPTON ST MARYS CATH CH        APPROX. 9.9 KM 1935414.3 |
 OO0916| CI7111 SARGENT RM 2                         25.317 METERS 19600     |
 OO0916| OO0920 NEW HAMPTON ST JOSEPHS CATH CH      APPROX. 9.3 KM 1961118.8 |
 OO0916| OO0942 LOURDES IMM CON CATH CH SPIRE       APPROX.13.4 KM 3561128.2 |
 OO0916|---------------------------------------------------------------------|
 OO0916
 OO0916                          SUPERSEDED SURVEY CONTROL
 OO0916
 OO0916  NAD 83(1996)-  43 08 31.15879(N)    092 17 15.19155(W) AD(       ) 1
 OO0916  NAD 83(1986)-  43 08 31.15212(N)    092 17 15.19078(W) AD(       ) 1
 OO0916  NAD 27      -  43 08 31.25000(N)    092 17 14.56200(W) AD(       ) 1
 OO0916  NGVD 29 (07/19/86)  391.5    (m)         1284.     (f) VERT ANG       
 OO0916
 OO0916.Superseded values are not recommended for survey control.
 OO0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0916.See file dsdata.txt to determine how the superseded data were derived.
 OO0916
 OO0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5793776829(NAD 83)
 OO0916_MARKER: DS = TRIANGULATION STATION DISK
 OO0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0916_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0916
 OO0916  HISTORY     - Date     Condition        Report By
 OO0916  HISTORY     - 1934     MONUMENTED       CGS
 OO0916  HISTORY     - 1963     GOOD             IA-037
 OO0916  HISTORY     - 1964     GOOD             CGS
 OO0916  HISTORY     - 1969     GOOD             USGS
 OO0916  HISTORY     - 1970     GOOD             NGS
 OO0916  HISTORY     - 1971     GOOD             NGS
 OO0916  HISTORY     - 1980     GOOD             LOCENG
 OO0916
 OO0916                          STATION DESCRIPTION
 OO0916
 OO0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OO0916'STATION IS LOCATED ABOUT 6 MILES NNE OF NEW HAMPTON, IN NE 1/4
 OO0916'SEC. 17, T 96 N, R 12 W, ON LAND OWNED BY HOWARD SARGENT.
 OO0916'
 OO0916'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OO0916'BRONZE DISKS SET IN CONCRETE.
 OO0916'
 OO0916'THE STATION MARK IS IN THE BARNYARD, 20 FEET E OF THE E EDGE
 OO0916'OF A FIR WINDBRAKE, 100-1/2 FEET N OF THE NW CORNER OF A VACANT
 OO0916'HOUSE, 50 FEET S OF THE CENTER LINE OF E-W ROAD, 23 FEET S OF
 OO0916'FENCE LINE, ABOUT 0.55 MILE E OF STATE HIGHWAY 59, 144 FEET
 OO0916'WNW OF THE NW CORNER OF A LARGE BARN.  IT IS FLUSH WITH THE
 OO0916'SURFACE OF THE GROUND.
 OO0916'
 OO0916'REFERENCE MARK NO. 1 IS ESE OF THE STATION ON THE E EDGE OF THE
 OO0916'BARNYARD, 4 FEET N OF THE NW CORNER OF THE BARN, 121 FEET ENE
 OO0916'OF THE NE CORNER OF THE HOUSE.  MARK IS FLUSH WITH THE SURFACE
 OO0916'OF THE GROUND.
 OO0916'
 OO0916'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 24 FEET NW OF THE
 OO0916'NW CORNER OF THE HOUSE.  IT IS FLUSH WITH THE SURFACE OF THE
 OO0916'GROUND.
 OO0916'
 OO0916'AZIMUTH MARK IS W OF THE STATION ON THE N EDGE OF THE RIGHT-OF-WAY
 OO0916'OF E-W ROAD, 8 INCHES S OF THE N RIGHT-OF-WAY FENCE LINE, 37
 OO0916'FEET N OF THE CENTER OF THE ROAD AND PROJECTS 10 INCHES.
 OO0916'
 OO0916'TO REACH FROM NEW HAMPTON GO N ON IOWA 59, 6.0 MILES FROM THE
 OO0916'JUNCTION WITH IOWA 24 TO CROSSROADS WITH A SCHOOLHOUSE IN THE
 OO0916'NW CORNER.  HERE TURN E AND GO 0.55 MILE TO THE VACANT HOUSE
 OO0916'AND STATION.
 OO0916'
 OO0916'ALL LIGHTS CAME INTO VIEW AT 20 FEET.
 OO0916
 OO0916                          STATION RECOVERY (1963)
 OO0916
 OO0916'RECOVERY NOTE BY CHICKASAW COUNTY IOWA 1963 (RW)
 OO0916'THE AZIMUTH MARK WAS FOUND TIPPED OVER DUE TO EROSION OF DITCH.
 OO0916'THE ROAD WILL BE GRADED TO 100 FEET ROW AND WILL HAVE TO BE
 OO0916'MOVED.
 OO0916
 OO0916                          STATION RECOVERY (1964)
 OO0916
 OO0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 OO0916'THIS STATION WAS RECOVERED IN GOOD CONDITION AFTER ABOUT A TWO
 OO0916'HOUR SEARCH.  THE FOUNDATION WHICH REMAINS FROM A BARN IS NOT
 OO0916'THE FOUNDATION FOR THE BARN WHICH WAS USED AS A REFERENCE POINT
 OO0916'IN THE ORIGINAL DESCRIPTION, SO IT MADE THE SEARCH FOR THE STATION
 OO0916'MARK WHICH WAS COVERED DIFFICULT.  REFERENCE MARK NO. 1 WAS NOT
 OO0916'RECOVERED AND REFERENCE NO. 2 WAS UNDER A PILE OF COBS.  THE
 OO0916'AZIMUTH MARK WAS DISPLACED BY ROAD GRADING.  THE AZIMUTH MARK
 OO0916'WAS RESET AND A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED.  A
 OO0916'COMPLETE DESCRIPTION FOLLOWS.
 OO0916'
 OO0916'STATION IS LOCATED ABOUT 6 MILES NORTH AND 1/2 MILE EAST OF
 OO0916'NEW HAMPTON IN THE NE 1/4 OF SEC. 17, T 96 N., R 12 W. ALONG
 OO0916'THE NORTH SIDE OF A DESERTED FARMYARD, 123 FEET WEST-NORTHWEST OF
 OO0916'THE NORTHWEST CORNER OF CONCRETE FOUNDATION FOR BARN, 100 FEET
 OO0916'NORTH OF THE NORTHWEST CORNER OF OLD ABANDONED HOUSE, 60 FEET
 OO0916'WEST OF THE CENTER OF DRIVEWAY AND GATE, 49 FEET WEST OF A WEST
 OO0916'GATE POST, 48 FEET SOUTH OF THE CENTER OF EAST-WEST GRAVEL
 OO0916'ROAD, 16 FEET EAST OF A TELEPHONE POLE, 2 FEET NORTH OF THE
 OO0916'SOUTH RIGHT-OF-WAY FENCE, AND 1 FOOT EAST OF A NEW STEEL
 OO0916'WITNESS POST.  THE MARK IS 2 INCHES BELOW THE SURFACE OF THE
 OO0916'GROUND AND THE DISK IS STAMPED SARGENT 1934.
 OO0916'
 OO0916'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18 AND
 OO0916'63 AND STATE HIGHWAY 24 IN NEW HAMPTON, GO NORTH ON U.S. HIGHWAY
 OO0916'63 FOR 6.0 MILES TO CROSSROADS.  TURN RIGHT AND GO EAST ON A NEW
 OO0916'GRAVEL ROAD FOR 0.55 MILE TO ABANDONED FARM BUILDINGS ON THE
 OO0916'RIGHT AND THE STATION AS DESCRIBED.
 OO0916'
 OO0916'REFERENCE MARK NO. 1 WAS NOT RECOVERED.
 OO0916'
 OO0916'REFERENCE MARK NO. 2 IS 83.06 FEET SOUTH-SOUTHWEST OF THE STATION,
 OO0916'AND 23.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF ABANDONED
 OO0916'FARMHOUSE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 OO0916'AND THE DISK IS STAMPED SARGENT NO 2 1934.
 OO0916'
 OO0916'REFERENCE MARK NO. 3 IS 76.74 FEET EAST OF THE STATION, 49 FEET
 OO0916'SOUTH OF THE CENTER OF EAST-WEST GRAVEL ROAD, 18 FEET EAST OF THE
 OO0916'CENTER OF DRIVEWAY AND GATE, 7 FEET EAST OF EAST GATE POST,
 OO0916'AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 OO0916'DISK IS STAMPED SARGENT NO 3 1934.
 OO0916'
 OO0916'AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 305 FEET EAST
 OO0916'OF THE SOUTHEAST CORNER OF BARNYARD, 272 FEET EAST OF AN EAST
 OO0916'GATE POST FOR GATE INTO FIELD, 270 FEET EAST OF A POWER POLE,
 OO0916'49 FEET NORTH OF THE CENTER OF EAST-WEST GRAVEL ROAD, 47 FEET
 OO0916'WEST OF A POWER POLE, 1 FOOT SOUTH OF FENCE, AND 1 FOOT WEST OF
 OO0916'A NEW STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 OO0916'THE DISK IS STAMPED SARGENT 1934 AZIMUTH RESET 1964.
 OO0916'
 OO0916'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL
 OO0916'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OO0916'
 OO0916'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OO0916
 OO0916                          STATION RECOVERY (1969)
 OO0916
 OO0916'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OO0916'STATION MARK AND AZIMUTH MARK (1934 RESET 1964) WERE FOUND AS
 OO0916'DESCRIBED IN GOOD CONDITION.  REFERENCE MARKS WERE NOT FOUND.
 OO0916'
 OO0916'ORIGINAL DESCRIPTION ADEQUATE.
 OO0916'
 OO0916'HEIGHT OF LIGHT 31.72 FT.
 OO0916
 OO0916                          STATION RECOVERY (1970)
 OO0916
 OO0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OO0916'THE STATION MARK, AND THE AZIMUTH MARK 1934 RESET 1964 WERE
 OO0916'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 OO0916'AND REFERENCE MARK NO. 2 HAVE BEEN DESTROYED BY FARMING
 OO0916'OPERATIONS.  THE DISK WAS RECOVERED AND SALVAGED FROM THE OLD
 OO0916'POST FOR REFERENCE MARK NO. 2.  SINCE THE 1964 DESCRIPTION
 OO0916'WAS NOT AVAILABLE WHEN THE STATION WAS RECOVERED, REFERENCE MARK
 OO0916'NO. 3 WAS NOT RECOVERED.
 OO0916'
 OO0916'REFERENCE MARK NO. 4 AND REFERENCE MARK NO. 5 WERE SET.
 OO0916'
 OO0916'FOLLOWING IS A NEW DESCRIPTION.
 OO0916'
 OO0916'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND
 OO0916'WHERE U.S. HIGHWAY 18 TURNS WEST ABOUT 0.5 MILE NORTH OF THE
 OO0916'JUNCTION OF THE HIGHWAYS AND MAIN STREET IN NEW HAMPTON, GO
 OO0916'NORTH ON U.S. HIGHWAY 63 FOR 5.75 MILES TO A CROSSROAD.  TURN
 OO0916'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.55 MILES TO A FIELD
 OO0916'ENTRANCE AND THE STATION ON THE RIGHT.  (CONTINUE EAST ON THE
 OO0916'GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 OO0916'
 OO0916'STATION MARK, A STANDARD DISK STAMPED SARGENT 1934, IS SET IN
 OO0916'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 OO0916'IT IS 60 FEET WEST OF THE CENTER OF THE FIELD ENTRANCE, 48.5
 OO0916'FEET WEST OF THE WEST BRACE POST FOR A GATE, 47.5 FEET SOUTH
 OO0916'OF AN EAST-WEST ROAD, 16.5 FEET EAST-NORTHEAST OF A TELEPHONE
 OO0916'POLE, AND 1 FOOT EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 OO0916'MARK WAS NOT INSPECTED.
 OO0916'
 OO0916'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED SARGENT 1934 NO.
 OO0916'4 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 OO0916'2 INCHES.  IT IS 50 FEET SOUTH OF THE CENTER OF THE ROAD, 15 FEET
 OO0916'WEST OF THE CENTER OF THE FIELD ENTRANCE, 4.5 FEET WEST-NORTHWEST
 OO0916'OF THE WEST GATE POST AT FIELD ENTRANCE, AND 1 FOOT NORTH OF A
 OO0916'FENCE.
 OO0916'
 OO0916'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED SARGENT 1934 NO. 5
 OO0916'1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 OO0916'4 INCHES.  IT IS 51 FEET NORTH OF THE CENTER OF THE ROAD, 1.5
 OO0916'FEET WEST OF A POWERLINE POLE, AND 1.5 FEET SOUTH OF A FENCE.
 OO0916'
 OO0916'AZIMUTH MARK, A STANDARD DISK STAMPED SARGENT AZIMUTH 1934
 OO0916'RESET 1964, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 OO0916'PROJECTS 4 INCHES.  IT IS 49 FEET NORTH OF THE CENTER OF THE ROAD,
 OO0916'48 FEET WEST OF A POWERLINE POLE, 1 FOOT SOUTH OF A FENCE, AND 1
 OO0916'FOOT WEST OF A METAL WITNESS POST.
 OO0916'
 OO0916'NOTE--THE OLD FARM BUILDINGS AT STATION SITE NO LONGER REMAIN.
 OO0916'
 OO0916'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 OO0916'NORTH-NORTHEAST OF NEW HAMPTON
 OO0916
 OO0916                          STATION RECOVERY (1971)
 OO0916
 OO0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0916'THE STATION MARK, REFERENCE MARKS 4 AND 5 WERE RECOVERED AND
 OO0916'FOUND TO BE IN GOOD CONDITION AS DESCRIBED BY L.F.S. IN 1970.
 OO0916'THE AZIMUTH MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION
 OO0916'BUT WAS FOUND TO BE A STANDARD REFERENCE MARK DISK INSTEAD OF AN
 OO0916'AZIMUTH MARK DISK AS DESCRIBED IN 1964.  REFERENCE MARK 3 WAS
 OO0916'ALSO RECOVERED AS DESCRIBED BY R.A.E. IN 1964.  THE DIRECTION
 OO0916'TO THE AZIMUTH MARK AND REFERENCE MARKS 4 AND 5 CHECKED BUT
 OO0916'THE DIRECTION TO REFERENCE MARK 3 WAS FOUND TO BE IN ERROR
 OO0916'BY 2 MINUTES AND 5 SECONDS.  THE DISTANCE TO REFERENCE MARKS
 OO0916'3 AND 5 CHECKED BUT THE DISTANCE TO REFERENCE MARK 4 WAS
 OO0916'FOUND TO BE IN ERROR BY 0.19 FOOT OR 0.059 METER SHORTER.
 OO0916'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION.
 OO0916'
 OO0916'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF ALTA VISTA,
 OO0916'6 MILES NORTH OF NEW HAMPTON IN THE NE 1/4 OF SEC. 17, T. 96 N.,
 OO0916'R. 12 W. AND ON ROAD RIGHT-OF-WAY.
 OO0916'
 OO0916'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 18 AND
 OO0916'63 AND STATE HIGHWAY 24 IN NEW HAMPTON, GO NORTH ON U.S. HIGHWAY
 OO0916'63 FOR 6 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A
 OO0916'GRAVELED ROAD FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 OO0916'
 OO0916'THE STATION MARK IS A STANDARD DISK STAMPED SARGENT 1934.  THE
 OO0916'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO0916'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 59 FEET
 OO0916'WEST OF THE CENTER OF A FIELD ENTRANCE, 49 FEET SOUTH OF THE
 OO0916'CENTER OF A GRAVELED ROAD, 16 FEET EAST OF A TELEPHONE POLE
 OO0916'AND 1.3 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 OO0916'MARK WAS NOT INSPECTED AT THIS TIME.
 OO0916'
 OO0916'REFERENCE MARK 3, A STANDARD DISK STAMPED SARGENT NO 3 1934,
 OO0916'IS SET IN THE TOP OF A 14-INCH 6-SIDED CONCRETE MONUMENT THAT
 OO0916'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 49 FEET SOUTH
 OO0916'OF THE GRAVELED ROAD, 18 FEET EAST OF THE CENTER OF THE FIELD
 OO0916'ENTRANCE AND 1 FOOT NORTH OF A WIRE FENCE.
 OO0916'
 OO0916'REFERENCE MARK 4, A STANDARD DISK STAMPED SARGENT 1934 NO 4 1970,
 OO0916'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0916'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 52 FEET SOUTH OF
 OO0916'THE CENTER OF THE GRAVELED ROAD, 45.5 FEET EAST OF THE METAL
 OO0916'WITNESS POST, 16 FEET WEST OF THE CENTER OF THE FIELD ENTRANCE
 OO0916'AND 1 FOOT NORTH OF A WIRE FENCE.
 OO0916'
 OO0916'REFERENCE MARK 5, A STANDARD DISK STAMPED SARGENT 1934 NO 5 1970,
 OO0916'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0916'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET
 OO0916'NORTH OF THE CENTER OF THE GRAVELED ROAD, 2 FEET EAST OF A POWER
 OO0916'POLE AND 1.5 FEET SOUTH OF A WIRE FENCE.
 OO0916'
 OO0916'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED SARGENT
 OO0916'1934 RESET 1964 AZIMUTH, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OO0916'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 OO0916'IT IS 49 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 47 FEET
 OO0916'EAST OF A POWER POLE, 1 FOOT SOUTH OF AN EAST-WEST WIRE FENCE
 OO0916'AND 1 FOOT WEST OF A METAL WITNESS POST.
 OO0916'
 OO0916'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON THE
 OO0916'GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OO0916'
 OO0916'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 OO0916'
 OO0916'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTH
 OO0916'OF NEW HAMPTON
 OO0916
 OO0916                          STATION RECOVERY (1980)
 OO0916
 OO0916'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (DV)
 OO0916'SARGENT 1934 FOUND STATION AND AZ MARK IN GOOD CONDITION AS PER
 OO0916'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0775 ***********************************************************************
 LD0775  DESIGNATION -  SATER
 LD0775  PID         -  LD0775
 LD0775  STATE/COUNTY-  IA/DES MOINES
 LD0775  USGS QUAD   -  KINGSTON (1964)
 LD0775
 LD0775                         *CURRENT SURVEY CONTROL
 LD0775  ___________________________________________________________________
 LD0775* NAD 83(1996)-  40 53 06.07661(N)    091 04 39.40771(W)     ADJUSTED  
 LD0775* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 LD0775  ___________________________________________________________________
 LD0775  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 LD0775  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LD0775
 LD0775  HORZ ORDER  -  FIRST
 LD0775
 LD0775.The horizontal coordinates were established by classical geodetic methods
 LD0775.and adjusted by the National Geodetic Survey in May 1999..
 LD0775
 LD0775.The orthometric height was scaled from a topographic map.
 LD0775
 LD0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0775
 LD0775.The geoid height was determined by GEOID03.
 LD0775
 LD0775;                    North         East     Units Scale Factor Converg.
 LD0775;SPC IA S     -   101,122.543   704,127.874   MT  0.99996348   +1 35 44.3
 LD0775;SPC IL W     -   468,657.053   623,228.354   MT  1.00001369   -0 35 46.6
 LD0775;SPC IL W     - 1,537,585.68  2,044,708.36   sFT  1.00001369   -0 35 46.6
 LD0775;UTM  15      - 4,527,772.248   661,960.710   MT  0.99992286   +1 15 30.8
 LD0775
 LD0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0775!SPC IA S     -   0.99997179  x   0.99996348  =   0.99993527
 LD0775!SPC IL W     -   0.99997179  x   1.00001369  =   0.99998548
 LD0775!UTM  15      -   0.99997179  x   0.99992286  =   0.99989465
 LD0775
 LD0775:                Primary Azimuth Mark                     Grid Az
 LD0775:SPC IA S     -  BURGUS                                   016 00 37.7
 LD0775:SPC IL W     -  BURGUS                                   018 12 08.6
 LD0775:UTM  15      -  BURGUS                                   016 20 51.2
 LD0775
 LD0775|---------------------------------------------------------------------|
 LD0775| PID    Reference Object                     Distance      Geod. Az  |
 LD0775|                                                           dddmmss.s |
 LD0775| LD0773 BURGUS                              APPROX. 8.0 KM 0173622.0 |
 LD0775| LD0770 OQUAWKA WATER TANK                  APPROX.11.9 KM 0621717.7 |
 LD0775| LD0772 OQUAWKA CHURCH SPIRE                APPROX.11.9 KM 0640817.1 |
 LD0775| LD0765 STRONGHURST WATER TANK              APPROX.21.2 KM 1365513.8 |
 LD0775| LD0777 BURLINGTON ST JOHNS CATH CH         APPROX. 9.0 KM 1970707.5 |
 LD0775| LD0781 WEST BURLINGTON MUNICIPAL TANK      APPROX. 9.4 KM 2245502.8 |
 LD0775| CL9386 SATER RM 1                           84.850 METERS 28007     |
 LD0775| CL9387 SATER RM 2                           22.490 METERS 34856     |
 LD0775|---------------------------------------------------------------------|
 LD0775
 LD0775                          SUPERSEDED SURVEY CONTROL
 LD0775
 LD0775  NAD 83(1986)-  40 53 06.08085(N)    091 04 39.40859(W) AD(       ) 1
 LD0775  NAD 27      -  40 53 05.94330(N)    091 04 38.88850(W) AD(       ) 1
 LD0775
 LD0775.Superseded values are not recommended for survey control.
 LD0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0775.See file dsdata.txt to determine how the superseded data were derived.
 LD0775
 LD0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF6196127772(NAD 83)
 LD0775_MARKER: P = PIPE CAP
 LD0775_SETTING: 0 = UNSPECIFIED SETTING
 LD0775
 LD0775  HISTORY     - Date     Condition        Report By
 LD0775  HISTORY     - 1931     MONUMENTED       MRC
 LD0775  HISTORY     - 1955     GOOD             CGS
 LD0775
 LD0775                          STATION DESCRIPTION
 LD0775
 LD0775'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931 (HWH)
 LD0775'STATION IS AN IRON-CAPPED PIPE, ESTABLISHED BY THE MISSISSIPPI
 LD0775'RIVER COMMISSION, ON THE WEST BANK OF THE MISSISSIPPI RIVER,
 LD0775'ABOUT 5 MILES NORTH-NORTHEAST (AIRLINE) OF THE BURLINGTON POST
 LD0775'OFFICE.  IT IS ON THE CREST OF A PARTLY WOODED RIDGE.  THERE
 LD0775'IS A SMALL RED HOUSE ON THE EAST SIDE OF THE ROAD 0.2 MILE
 LD0775'BELOW THE STATION, AND A ROAD TURNS OUT TO THE EAST, ACROSS
 LD0775'THE FLATS, ABOUT 100 METERS SOUTH OF THE STATION.  TO REACH
 LD0775'FROM BURLINGTON--FOLLOW DES MOINES COUNTY ROAD A, GO 2.6 MILES
 LD0775'BEYOND WHERE THIS ROAD CROSSES THE CHICAGO, ROCK ISLAND AND
 LD0775'PACIFIC RAILWAY TRACKS AND IMMEDIATELY THEREAFTER CROSSES A
 LD0775'BRIDGE.  AT THIS POINT AN OLD FARM ROAD LEADS OFF COUNTY
 LD0775'HIGHWAY A TO THE WESTWARD, UP THE BLUFF.  WHEN THE CREST
 LD0775'IS REACHED TURN SOUTH THROUGH THE GAP IN THE FENCE LINE,
 LD0775'AND CONTINUE THROUGH MEADOW TO EDGE OF RIDGE AND
 LD0775'STATION.  MARK IS ABOUT 9 METERS WEST OF POINT OF RIDGE,
 LD0775'AND ABOUT 6 METERS FROM SOUTH EDGE OF SLOPE.
 LD0775'
 LD0775'REFERENCE MARK NO. 1 IS ON THE SOUTH EDGE OF THE RIDGE, 5
 LD0775'METERS EAST OF A FENCE LINE RUNNING NORTH AND SOUTH AND 5.6
 LD0775'METERS NORTHEAST OF A 24-INCH BUTT WHITE OAK TREE.
 LD0775'
 LD0775'REFERENCE MARK NO. 2 IS AT THE TREE LINE AT THE NORTH EDGE OF THE
 LD0775'RIDGE, IT IS NORTH OF THE STATION.
 LD0775'
 LD0775'HEIGHT OF SIGNAL ABOVE STATION MARK - 20 METERS.
 LD0775
 LD0775                          STATION RECOVERY (1955)
 LD0775
 LD0775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0775'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE
 LD0775'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 LD0775'
 LD0775'THE STATION IS LOCATED ON A WOODED BLUFF ABOUT 1-1/2 MILES AIRLINE
 LD0775'NORTHWEST OF THE MISSISSIPPI RIVER, 5 MILES AIRLINE NORTH-NORTHWEST
 LD0775'OF THE CENTER OF BURLINGTON, AND 9 MILES AIRLINE SOUTHEAST
 LD0775'OF MEDIAPOLIS.
 LD0775'
 LD0775'TO REACH THE STATION FROM THE CITY HALL IN BURLINGTON GO
 LD0775'EAST ON WASHINGTON STREET 0.15 MILE TO A STOP LIGHT.  TURN
 LD0775'LEFT ONTO MAIN STREET AND GO NORTH 0.15 MILE TO THE JUNCTION OF
 LD0775'U.S. HIGHWAY 34 AND STATE HIGHWAY 99.  CONTINUE NORTH ON STATE
 LD0775'HIGHWAY 99 AND GO 3.3 MILES TO A RAILROAD CROSSING.  CONTINUE
 LD0775'NORTH ON THE HIGHWAY AND GO 1.8 MILES TO A SIDE ROAD ON THE LEFT.
 LD0775'TURN LEFT ONTO A GRAVELED ROAD AND GO NORTHWEST 0.9 MILE TO A
 LD0775'CROSS ROAD.  TURN RIGHT AND GO EAST 0.25 MILE TO A GATE ON
 LD0775'THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, AND GO SOUTH
 LD0775'0.3 MILE TO ANOTHER GATE.  PASS THROUGH THE GATE AND
 LD0775'CONTINUE SOUTH 0.15 MILE TO THE STATION.
 LD0775'
 LD0775'THE STATION MARK IS A MISSISSIPPI RIVER COMMISSION UNSTAMPED
 LD0775'BRONZE CAP ATTACHED TO THE TOP OF A 4-INCH IRON PIPE THAT
 LD0775'PROJECTS 14 INCHES ABOVE THE GROUND.  IT IS AT THE EAST EDGE OF A
 LD0775'BLUFF AND 190 FEET EAST OF THE WEST EDGE OF A CLEARED FIELD.
 LD0775'
 LD0775'REFERENCE MARK NUMBER 1 IS A STANDARD U.S. COAST AND GEODETIC
 LD0775'SURVEY DISK STAMPED SATER NO 1 1931 SET IN THE TOP OF A
 LD0775'12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE
 LD0775'GROUND.  IT IS AT THE WEST EDGE OF A CLEARED FIELD AND IS
 LD0775'3 FEET LOWER THAN THE STATION.
 LD0775'
 LD0775'REFERENCE MARK NUMBER 2 IS A STANDARD U.S. COAST AND GEODETIC
 LD0775'SURVEY DISK STAMPED SATER NO 2 1931 SET IN THE TOP OF A 12-INCH
 LD0775'SQUARE CONCRETE POST THAT PROJECTS 14 INCHES ABOVE THE GROUND.
 LD0775'IT IS 2 FEET LOWER THAN THE STATION.
 LD0775'
 LD0775'HEIGHT OF TOWER--90 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0915 ***********************************************************************
 OO0915  DESIGNATION -  SAUDE
 OO0915  PID         -  OO0915
 OO0915  STATE/COUNTY-  IA/HOWARD
 OO0915  USGS QUAD   -  SAUDE (1981)
 OO0915
 OO0915                         *CURRENT SURVEY CONTROL
 OO0915  ___________________________________________________________________
 OO0915* NAD 83(1996)-  43 14 31.39978(N)    092 08 56.65703(W)     ADJUSTED  
 OO0915* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 OO0915  ___________________________________________________________________
 OO0915  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 OO0915  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 OO0915
 OO0915  HORZ ORDER  -  THIRD
 OO0915
 OO0915.The horizontal coordinates were established by classical geodetic methods
 OO0915.and adjusted by the National Geodetic Survey in May 1999..
 OO0915
 OO0915.The orthometric height was scaled from a topographic map.
 OO0915
 OO0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0915
 OO0915.The geoid height was determined by GEOID03.
 OO0915
 OO0915;                    North         East     Units Scale Factor Converg.
 OO0915;SPC IA N     - 1,194,384.457 1,609,717.477   MT  0.99999560   +0 54 56.1
 OO0915;UTM  15      - 4,788,046.684   569,085.068   MT  0.99965871   +0 34 58.7
 OO0915
 OO0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0915!SPC IA N     -   0.99994454  x   0.99999560  =   0.99994014
 OO0915!UTM  15      -   0.99994454  x   0.99965871  =   0.99960326
 OO0915
 OO0915|---------------------------------------------------------------------|
 OO0915| PID    Reference Object                     Distance      Geod. Az  |
 OO0915|                                                           dddmmss.s |
 OO0915| CI7116 SAUDE RM 1                           18.396 METERS 00100     |
 OO0915| CI7115 SAUDE AZ MK                                        0882939.2 |
 OO0915| OO0911 PROTIVIN MUNICIPAL TANK             APPROX. 5.4 KM 1185753.6 |
 OO0915| OO0909 PROTIVIN TRINITY CATH CH SPIRE      APPROX. 5.4 KM 1190141.7 |
 OO0915| CI7117 SAUDE RM 2                            7.383 METERS 26654     |
 OO0915|---------------------------------------------------------------------|
 OO0915
 OO0915                          SUPERSEDED SURVEY CONTROL
 OO0915
 OO0915  NAD 83(1996)-  43 14 31.39975(N)    092 08 56.65701(W) AD(       ) 3
 OO0915  NAD 83(1986)-  43 14 31.39265(N)    092 08 56.65610(W) AD(       ) 3
 OO0915  NAD 27      -  43 14 31.50400(N)    092 08 56.04130(W) AD(       ) 3
 OO0915
 OO0915.Superseded values are not recommended for survey control.
 OO0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0915.See file dsdata.txt to determine how the superseded data were derived.
 OO0915
 OO0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH6908588047(NAD 83)
 OO0915_MARKER: DS = TRIANGULATION STATION DISK
 OO0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0915
 OO0915  HISTORY     - Date     Condition        Report By
 OO0915  HISTORY     - 1961     MONUMENTED       CGS
 OO0915
 OO0915                          STATION DESCRIPTION
 OO0915
 OO0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 OO0915'THE STATION IS ABOUT 4 MILES NORTHWEST OF PROTIVIN, 3-1/4
 OO0915'MILES MORTH OF SAUDE, ON THE ROAD RIGHT-OF-WAY AND IS IN
 OO0915'THE NORTHWEST 1/4 OF SECTION 9, T. 97 N., R. 11 N..  IT
 OO0915'IS 80 FEET SOUTHWEST OF A TELEPHONE POLE, 30 FEET SOUTH
 OO0915'OF THE CENTERLINE OF A GRAVELED ROAD, 4 FEET NORTHWEST OF
 OO0915'A WITNESS POST AND 3 FEET NORTH OF A WIRE FENCE.  THE MONUMENT
 OO0915'IS FLUSH AND THE DISK IS STAMPED SAUDE 1961.
 OO0915'
 OO0915'TO REACH FROM THE POST OFFICE IN PROTIVIN, GO NORTHERLY ON
 OO0915'STATE HIGHWAY 139 FOR 3 MILES TO A CROSSROAD.  TURN LEFT
 OO0915'AND GO WEST ON A GRAVELED ROAD FOR 0.8 MILE TO THE AZIMUTH
 OO0915'MARK ON THE RIGHT.  CONTINUE WEST ON THE GRAVELED ROAD FOR
 OO0915'0.6 MILE TO THE STATION ON THE LEFT.
 OO0915'
 OO0915'REFERENCE MARK 1 IS 50 FEET WEST OF THE TELEPHONE POLE, 29
 OO0915'FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 6 INCHES
 OO0915'SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND
 OO0915'THE DISK IS STAMPED SAUDE NO 1 1961.
 OO0915'
 OO0915'REFERENCE MARK 2 IS 28 FEET WEST OF THE WITNESS POST, 33 FEET
 OO0915'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT
 OO0915'NORTH OF THE WIRE FENCE.  THE MONUMENT PROJECTS 5 INCHES
 OO0915'AND THE DISK IS STAMPED SAUDE NO 2 1961.
 OO0915'
 OO0915'THE AZIMUTH MARK IS 29 FEET NORTH OF THE CENTERLINE OF A
 OO0915'GRAVELED ROAD, 16 FEET WEST OF THE CENTERLINE OF A DRIVEWAY,
 OO0915'2 FEET WEST OF A WITNESS POST AND FENCE CORNER AND 1 FOOT
 OO0915'SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 6 INCHES AND
 OO0915'THE DISK IS STAMPED SAUDE 1961.
 OO0915'
 OO0915'NO PICTURE POINT AVAILABLE.
 OO0915'
 OO0915'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1186 ***********************************************************************
 OO1186  DESIGNATION -  SCARVILLE
 OO1186  PID         -  OO1186
 OO1186  STATE/COUNTY-  IA/WINNEBAGO
 OO1186  USGS QUAD   -  LAKE MILLS (1972)
 OO1186
 OO1186                         *CURRENT SURVEY CONTROL
 OO1186  ___________________________________________________________________
 OO1186* NAD 83(1996)-  43 25 36.04408(N)    093 37 29.47546(W)     ADJUSTED  
 OO1186* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 OO1186  ___________________________________________________________________
 OO1186  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 OO1186  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 OO1186
 OO1186  HORZ ORDER  -  FIRST
 OO1186
 OO1186.The horizontal coordinates were established by classical geodetic methods
 OO1186.and adjusted by the National Geodetic Survey in May 1999..
 OO1186
 OO1186.The orthometric height was scaled from a topographic map.
 OO1186
 OO1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1186
 OO1186.The geoid height was determined by GEOID03.
 OO1186
 OO1186;                    North         East     Units Scale Factor Converg.
 OO1186;SPC IA N     - 1,214,027.064 1,489,889.657   MT  1.00003317   -0 05 04.6
 OO1186;SPC MN S     -   147,480.679   830,380.048   MT  1.00009632   +0 15 46.6
 OO1186;UTM  15      - 4,808,388.126   449,422.930   MT  0.99963147   -0 25 46.4
 OO1186
 OO1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1186!SPC IA N     -   0.99993906  x   1.00003317  =   0.99997223
 OO1186!SPC MN S     -   0.99993906  x   1.00009632  =   1.00003537
 OO1186!UTM  15      -   0.99993906  x   0.99963147  =   0.99957055
 OO1186
 OO1186:                Primary Azimuth Mark                     Grid Az
 OO1186:SPC IA N     -  LIME CREEK CHURCH                        042 30 20.4
 OO1186:SPC MN S     -  LIME CREEK CHURCH                        042 09 29.2
 OO1186:UTM  15      -  LIME CREEK CHURCH                        042 51 02.2
 OO1186
 OO1186|---------------------------------------------------------------------|
 OO1186| PID    Reference Object                     Distance      Geod. Az  |
 OO1186|                                                           dddmmss.s |
 OO1186| OO1237 LIME CREEK CHURCH                   APPROX.11.0 KM 0422515.8 |
 OO1186| OO1092 EMMONS NORWEGIAN LUTH CH            APPROX.14.0 KM 0521008.2 |
 OO1186| OO1185 LAKE MILLS STANDPIPE                APPROX. 7.5 KM 0972049.3 |
 OO1186| OO1179 JOICE RESET                         APPROX.19.0 KM 1125916.1 |
 OO1186| OO1178 WHITE CHURCH STEEPLE                APPROX.19.7 KM 1180540.4 |
 OO1186| OO1192 FOREST CITY CO CTHSE TOWER          APPROX.18.2 KM 1833504.2 |
 OO1186| OO1195 FOREST CITY STANDPIPE               APPROX.18.3 KM 1844844.9 |
 OO1186| OO1194 FOREST CITY WALDORF COLL CHIM       APPROX.18.0 KM 1853738.1 |
 OO1186| OO1193 FOREST CITY CATH CH STEEPLE         APPROX.17.7 KM 1864925.1 |
 OO1186| OO1240 KIESTER WATER TANK                  APPROX.14.3 KM 3303230.9 |
 OO1186|---------------------------------------------------------------------|
 OO1186
 OO1186                          SUPERSEDED SURVEY CONTROL
 OO1186
 OO1186  NAD 83(1996)-  43 25 36.04408(N)    093 37 29.47546(W) AD(       ) 1
 OO1186  NAD 83(1986)-  43 25 36.03043(N)    093 37 29.46755(W) AD(       ) 1
 OO1186  NAD 27      -  43 25 36.19900(N)    093 37 28.69000(W) AD(       ) 1
 OO1186
 OO1186.Superseded values are not recommended for survey control.
 OO1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1186.See file dsdata.txt to determine how the superseded data were derived.
 OO1186
 OO1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4942308388(NAD 83)
 OO1186_MARKER: DS = TRIANGULATION STATION DISK
 OO1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1186_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1186+STABILITY: SURFACE MOTION
 OO1186
 OO1186  HISTORY     - Date     Condition        Report By
 OO1186  HISTORY     - 1926     MONUMENTED       CGS
 OO1186  HISTORY     - 1934     GOOD             CGS
 OO1186
 OO1186                          STATION DESCRIPTION
 OO1186
 OO1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO1186'ABOUT 2-1/2 MILES SOUTH AND 1/4 MILE WEST OF SCARVILLE, IN
 OO1186'NE 1/4 SEC. 1, T. 99 N., R. 24 W., ON HIGHEST PART OF KNOLL
 OO1186'ABOUT 300 METERS (984 FEET) SOUTH OF ROAD ON NORTH SIDE OF
 OO1186'THE SECTION LINE, ABOUT 1/3 MILE SOUTHWEST OF FARMHOUSE OF
 OO1186'MRS. GEORGE L. JOHNSON WHO OWNS THE LAND, AND JUST SOUTH
 OO1186'OF EAST-AND-WEST FENCE LINE.  SURFACE AND UNDERGROUND MARKS
 OO1186'ARE STANDARD STATION DISKS IN CONCRETE.
 OO1186'IN 1934, UPPER STATION MARK WAS 18 INCHES BELOW SURFACE OF
 OO1186'GROUND.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 OO1186'CONCRETE.  NO. 1 IS AT FENCE LINE MENTIONED ABOVE
 OO1186'FLUSH WITH SURFACE OF GROUND AND 4.56 METERS (15.0 FEET)
 OO1186'FROM STATION N 02 DEG 11 MIN E.  NO. 2 PROJECTS 4
 OO1186'INCHES, IS AT SECOND FENCE CORNER (ON WEST LINE OF
 OO1186'NORTHEAST QUARTER OF SECTION) WEST FROM NORTH-AND-SOUTH
 OO1186'ROAD AND 177.22 METERS (581.4 FEET) FROM STATION S 89 DEG 36 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1187 ***********************************************************************
 OO1187  DESIGNATION -  SCARVILLE 3.0 MI ENE SCHSE CUPOLA
 OO1187  PID         -  OO1187
 OO1187  STATE/COUNTY-  IA/WINNEBAGO
 OO1187  USGS QUAD   -  LAKE MILLS (1972)
 OO1187
 OO1187                         *CURRENT SURVEY CONTROL
 OO1187  ___________________________________________________________________
 OO1187* NAD 83(1996)-  43 28 47.12214(N)    093 33 25.54911(W)     ADJUSTED  
 OO1187* NAVD 88     -                                                        
 OO1187  ___________________________________________________________________
 OO1187  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 OO1187  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 OO1187
 OO1187  HORZ ORDER  -  THIRD
 OO1187
 OO1187.The horizontal coordinates were established by classical geodetic methods
 OO1187.and adjusted by the National Geodetic Survey in May 1999..
 OO1187
 OO1187
 OO1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1187
 OO1187.The geoid height was determined by GEOID03.
 OO1187
 OO1187;                    North         East     Units Scale Factor Converg.
 OO1187;SPC IA N     - 1,219,918.355 1,495,380.432   MT  1.00004590   -0 02 19.3
 OO1187;SPC MN S     -   153,405.531   835,835.167   MT  1.00007958   +0 18 37.6
 OO1187;UTM  15      - 4,814,243.859   454,946.786   MT  0.99962497   -0 23 00.0
 OO1187
 OO1187                          SUPERSEDED SURVEY CONTROL
 OO1187
 OO1187  NAD 83(1996)-  43 28 47.12214(N)    093 33 25.54912(W) AD(       ) 4
 OO1187  NAD 83(1986)-  43 28 47.10931(N)    093 33 25.54492(W) AD(       ) 4
 OO1187  NAD 27      -  43 28 47.28000(N)    093 33 24.79000(W) AD(       ) 3
 OO1187
 OO1187.Superseded values are not recommended for survey control.
 OO1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1187.See file dsdata.txt to determine how the superseded data were derived.
 OO1187
 OO1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5494714244(NAD 83)
 OO1187_MARKER: 86 = CUPOLA
 OO1187
 OO1187  HISTORY     - Date     Condition        Report By
 OO1187  HISTORY     - 1926     FIRST OBSERVED   CGS
 OO1187
 OO1187                          STATION DESCRIPTION
 OO1187
 OO1187'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0625 ***********************************************************************
 NL0625  DESIGNATION -  SCHALLER
 NL0625  PID         -  NL0625
 NL0625  STATE/COUNTY-  IA/SAC
 NL0625  USGS QUAD   -  SCHALLER SOUTH (1980)
 NL0625
 NL0625                         *CURRENT SURVEY CONTROL
 NL0625  ___________________________________________________________________
 NL0625* NAD 83(1996)-  42 29 21.62361(N)    095 17 10.43360(W)     ADJUSTED  
 NL0625* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 NL0625  ___________________________________________________________________
 NL0625  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 NL0625  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 NL0625
 NL0625  HORZ ORDER  -  SECOND
 NL0625
 NL0625.The horizontal coordinates were established by classical geodetic methods
 NL0625.and adjusted by the National Geodetic Survey in May 1999..
 NL0625
 NL0625.The orthometric height was scaled from a topographic map.
 NL0625
 NL0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0625
 NL0625.The geoid height was determined by GEOID03.
 NL0625
 NL0625;                    North         East     Units Scale Factor Converg.
 NL0625;SPC IA N     - 1,111,443.283 1,353,166.834   MT  0.99995019   -1 12 38.2
 NL0625;UTM  15      - 4,706,642.081   312,112.838   MT  1.00003435   -1 32 40.9
 NL0625
 NL0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0625!SPC IA N     -   0.99993417  x   0.99995019  =   0.99988437
 NL0625!UTM  15      -   0.99993417  x   1.00003435  =   0.99996852
 NL0625
 NL0625:                Primary Azimuth Mark                     Grid Az
 NL0625:SPC IA N     -  SCHALLER AZ MK                           092 41 23.3
 NL0625:UTM  15      -  SCHALLER AZ MK                           093 01 26.0
 NL0625
 NL0625|---------------------------------------------------------------------|
 NL0625| PID    Reference Object                     Distance      Geod. Az  |
 NL0625|                                                           dddmmss.s |
 NL0625| CO4476 SCHALLER AZ MK                                     0912845.1 |
 NL0625| NL0596 EARLY MUNICIPAL TANK                APPROX.11.5 KM 1032428.2 |
 NL0625| CO4477 SCHALLER RM 1                        27.070 METERS 12802     |
 NL0625| CO4478 SCHALLER RM 2                        33.718 METERS 23858     |
 NL0625| NL0626 SCHALLER MUNICIPAL TANK             APPROX. 1.2 KM 3175549.2 |
 NL0625|---------------------------------------------------------------------|
 NL0625
 NL0625                          SUPERSEDED SURVEY CONTROL
 NL0625
 NL0625  NAD 83(1996)-  42 29 21.62383(N)    095 17 10.43374(W) AD(       ) 2
 NL0625  NAD 83(1986)-  42 29 21.62321(N)    095 17 10.43343(W) AD(       ) 2
 NL0625  NAD 27      -  42 29 21.68700(N)    095 17 09.44500(W) AD(       ) 2
 NL0625
 NL0625.Superseded values are not recommended for survey control.
 NL0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0625.See file dsdata.txt to determine how the superseded data were derived.
 NL0625
 NL0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1211306642(NAD 83)
 NL0625_MARKER: DS = TRIANGULATION STATION DISK
 NL0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0625
 NL0625  HISTORY     - Date     Condition        Report By
 NL0625  HISTORY     - 1950     MONUMENTED       CGS
 NL0625  HISTORY     - 1952     GOOD             CGS
 NL0625
 NL0625                          STATION DESCRIPTION
 NL0625
 NL0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0625'THE STATION IS LOCATED ABOUT 3/4 OF A MILE SOUTHEAST OF THE
 NL0625'TOWN OF SCHALLER, 0.1 MILE EAST OF STATE HIGHWAY 110 AND ALONG
 NL0625'THE NORTH SIDE OF A GRAVELED ROAD.  IT IS 32 FEET NORTH OF THE
 NL0625'CENTERLINE OF THE ROAD, 12 FEET SOUTHEAST OF A FENCE POST WITH
 NL0625'A TRIANGLE BLAZE, 6.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND
 NL0625'5.4 FEET SOUTH OF A WITNESS POST.  THE MARK IS FLUSH WITH THE
 NL0625'SURFACE OF THE GROUND AND THE DISK IS STAMPED SCHALLER 1950.
 NL0625'
 NL0625'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE CENTERLINE OF THE
 NL0625'ROAD AND 27.5 FEET WEST OF A TELEPHONE POLE.  THE MARK PROJECTS
 NL0625'4 INCHES AND THE DISK IS STAMPED SCHALLER NO 1 1950.
 NL0625'
 NL0625'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE CENTERLINE OF THE
 NL0625'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NL0625'SCHALLER NO 2 1950.
 NL0625'
 NL0625'AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 NL0625'10.5 FEET WEST OF A TELEPHONE POLE AND 2 FEET NORTHWEST OF A
 NL0625'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NL0625'SCHALLER 1950.
 NL0625'
 NL0625'TO REACH FROM THE BANK BUILDING AT THE MAIN INTERSECTION IN
 NL0625'SCHALLER, GO EAST AND EAST-SOUTHEAST 0.25 MILE TO STATE HIGHWAY
 NL0625'110, TURN RIGHT (SOUTH) 0.7 MILE TO A CROSSROAD, TURN LEFT
 NL0625'(EAST) 0.1 MILE TO TOP OF GRADE AND THE STATION ON THE LEFT.
 NL0625'
 NL0625'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.45 MILE
 NL0625'TO THE MARK ON THE RIGHT OR SOUTH SIDE OF THE ROAD.
 NL0625'
 NL0625'A 64 FT. SIGNAL AT NEMAHA IS V.G.
 NL0625'
 NL0625'A 4 FT. SIGNAL AT ARTHUR IS V.G.
 NL0625'
 NL0625'A 64 FT. SIGNAL AT DREWS IS V.G.
 NL0625'
 NL0625'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NL0625
 NL0625                          STATION RECOVERY (1952)
 NL0625
 NL0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLP)
 NL0625'STATION WAS RECOVERED AS DESCRIBED.  THE AZIMUTH MARK AND BOTH
 NL0625'REFERENCE MARKS HAD BEEN DESTROYED BY NEW ROAD CONSTRUCTION
 NL0625'AND THE STATION MARK HAD BEEN HIT BY ROAD MACHINERY ON DIFFERENT
 NL0625'OCCASIONS.  THE SURFACE MARK HAD BEEN DISTURBED AND IT WAS
 NL0625'REMOVED FROM THE BACK SLOPE OF THE DITCH.  THE UNDERGROUND
 NL0625'WAS NOT HIT BY THE GRADING MACHINERY AND APPEARED TO BE IN ITS
 NL0625'ORIGINAL POSITION.  AS EROSION ON THE BACK SLOPE OF THE DITCH
 NL0625'WILL PROBABLY DESTROY THE POSITION OF THE UNDERGROUND MARK, A
 NL0625'NEW STATION, SCHALLER 2 1952, WAS ESTABLISHED ON LINE TO THE
 NL0625'SCHALLER MUNI. WATER TANK AND TWO NEW REFERENCE MARKS WERE SET.
 NL0625'FOR DETAILS, SEE DESCRIPTION OF SCHALLER 2 1952.  THE
 NL0625'UNDERGROUND FOR STATION SCHALLER WAS NOT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0627 ***********************************************************************
 NL0627  DESIGNATION -  SCHALLER 2
 NL0627  PID         -  NL0627
 NL0627  STATE/COUNTY-  IA/SAC
 NL0627  USGS QUAD   -  SCHALLER SOUTH (1980)
 NL0627
 NL0627                         *CURRENT SURVEY CONTROL
 NL0627  ___________________________________________________________________
 NL0627* NAD 83(1996)-  42 29 21.68022(N)    095 17 10.50263(W)     ADJUSTED  
 NL0627* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 NL0627  ___________________________________________________________________
 NL0627  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 NL0627  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 NL0627
 NL0627  HORZ ORDER  -  THIRD
 NL0627
 NL0627.The horizontal coordinates were established by classical geodetic methods
 NL0627.and adjusted by the National Geodetic Survey in May 1999..
 NL0627.No horizontal observational check was made to the station.
 NL0627
 NL0627.The orthometric height was scaled from a topographic map.
 NL0627
 NL0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0627
 NL0627.The geoid height was determined by GEOID03.
 NL0627
 NL0627;                    North         East     Units Scale Factor Converg.
 NL0627;SPC IA N     - 1,111,445.063 1,353,165.295   MT  0.99995019   -1 12 38.2
 NL0627;UTM  15      - 4,706,643.870   312,111.309   MT  1.00003436   -1 32 40.9
 NL0627
 NL0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0627!SPC IA N     -   0.99993417  x   0.99995019  =   0.99988437
 NL0627!UTM  15      -   0.99993417  x   1.00003436  =   0.99996853
 NL0627
 NL0627|---------------------------------------------------------------------|
 NL0627| PID    Reference Object                     Distance      Geod. Az  |
 NL0627|                                                           dddmmss.s |
 NL0627| CO4479 SCHALLER 2 RM 3                      36.585 METERS 12314     |
 NL0627| NL0625 SCHALLER                              2.353 METERS 13756     |
 NL0627| CO4480 SCHALLER 2 RM 4                      21.660 METERS 20136     |
 NL0627| NL0626 SCHALLER MUNICIPAL TANK             APPROX. 1.2 KM 3175549.1 |
 NL0627|---------------------------------------------------------------------|
 NL0627
 NL0627                          SUPERSEDED SURVEY CONTROL
 NL0627
 NL0627  NAD 83(1996)-  42 29 21.68044(N)    095 17 10.50278(W) AD(       ) 3
 NL0627  NAD 83(1986)-  42 29 21.67982(N)    095 17 10.50246(W) AD(       ) 3
 NL0627  NAD 27      -  42 29 21.74361(N)    095 17 09.51403(W) AD(       ) 3
 NL0627
 NL0627.Superseded values are not recommended for survey control.
 NL0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0627.See file dsdata.txt to determine how the superseded data were derived.
 NL0627
 NL0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1211106644(NAD 83)
 NL0627_MARKER: DD = SURVEY DISK
 NL0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0627
 NL0627  HISTORY     - Date     Condition        Report By
 NL0627  HISTORY     - 1952     MONUMENTED       CGS
 NL0627  HISTORY     - 1963     GOOD             CGS
 NL0627
 NL0627                          STATION DESCRIPTION
 NL0627
 NL0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLF)
 NL0627'STATION IS LOCATED ABOUT 3/4 MILE SOUTHEAST OF THE TOWN OF SCHALLER,
 NL0627'200 YARDS EAST OF STATE HIGHWAY 110 ALONG THE NORTH SIDE OF A GRAVEL
 NL0627'ROAD, 90 FEET NORTH OF A FIELD CORN CRIB, 32 FEET NORTH OF THE
 NL0627'CENTER OF GRAVEL ROAD, 5 FEET WEST OF A WHITE WITNESS POST, AND 1
 NL0627'FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE
 NL0627'DISK IS STAMPED SCHALLER 2 1952.
 NL0627'
 NL0627'REFERENCE MARK NO. 3 IS 82 FEET EAST OF THE CENTER OF DRIVEWAY TO
 NL0627'FIELD, 33 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, AND 2 FEET WEST
 NL0627'OF TELEPHONE POLE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 NL0627'STAMPED SCHALLER 2 NO 3 1952.
 NL0627'
 NL0627'REFERENCE MARK NO. 4 IS 44 FEET WEST OF THE CENTER OF DRIVEWAY TO
 NL0627'FIELD, 33 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, 27 FEET
 NL0627'NORTH-NORTHWEST OF THE NORTH SIDE OF A FIELD CORN CRIB, AND 2 FEET
 NL0627'EAST OF A TELEPHONE POLE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 NL0627'IS STAMPED SCHALLER 2 NO 4 1952.
 NL0627'
 NL0627'STATION SCHALLER (UNDERGROUND) IS 7.72 FEET SOUTHEAST ON THE BACK
 NL0627'SLOPE OF THE ROAD DITCH.  EROSION WILL PROBABLY DESTROY THIS MARK.
 NL0627'IT IS ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND.
 NL0627'
 NL0627'TO REACH FROM THE BANK BUILDING IN SCHALLER, GO EAST FOR 0.25 MILE
 NL0627'TO STATE HIGHWAY 110.  TURN RIGHT AND GO SOUTH 0.7 MILE TO
 NL0627'CROSSROADS.  TURN LEFT AND GO EAST FOR 0.1 MILE TO THE STATION ON
 NL0627'THE LEFT AS DESCRIBED.
 NL0627'
 NL0627'NOTE--A NEW AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 NL0627
 NL0627                          STATION RECOVERY (1963)
 NL0627
 NL0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 NL0627'THIS STATION AND 2 REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 NL0627'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN REPORTED
 NL0627'DESTROYED, PREVIOUSLY.  A NEW STEEL WITNESS POST WAS SET 1 FOOT
 NL0627'WEST OF THE STATION MARK, SCHALLER 2 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0626 ***********************************************************************
 NL0626  DESIGNATION -  SCHALLER MUNICIPAL TANK
 NL0626  PID         -  NL0626
 NL0626  STATE/COUNTY-  IA/SAC
 NL0626  USGS QUAD   -  SCHALLER SOUTH (1980)
 NL0626
 NL0626                         *CURRENT SURVEY CONTROL
 NL0626  ___________________________________________________________________
 NL0626* NAD 83(1996)-  42 29 50.26311(N)    095 17 45.36765(W)     ADJUSTED  
 NL0626* NAVD 88     -                                                        
 NL0626  ___________________________________________________________________
 NL0626  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 NL0626  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 NL0626
 NL0626  HORZ ORDER  -  THIRD
 NL0626
 NL0626.The horizontal coordinates were established by classical geodetic methods
 NL0626.and adjusted by the National Geodetic Survey in May 1999..
 NL0626
 NL0626
 NL0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0626
 NL0626.The geoid height was determined by GEOID03.
 NL0626
 NL0626;                    North         East     Units Scale Factor Converg.
 NL0626;SPC IA N     - 1,112,343.650 1,352,388.037   MT  0.99994977   -1 13 01.9
 NL0626;UTM  15      - 4,707,547.054   311,339.239   MT  1.00003793   -1 33 05.4
 NL0626
 NL0626                          SUPERSEDED SURVEY CONTROL
 NL0626
 NL0626  NAD 83(1996)-  42 29 50.26320(N)    095 17 45.36764(W) AD(       ) 4
 NL0626  NAD 83(1986)-  42 29 50.26272(N)    095 17 45.36710(W) AD(       ) 4
 NL0626  NAD 27      -  42 29 50.32600(N)    095 17 44.37600(W) AD(       ) 3
 NL0626
 NL0626.Superseded values are not recommended for survey control.
 NL0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0626.See file dsdata.txt to determine how the superseded data were derived.
 NL0626
 NL0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1133907547(NAD 83)
 NL0626_MARKER: 53 = ELEVATED TANK
 NL0626
 NL0626  HISTORY     - Date     Condition        Report By
 NL0626  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0626
 NL0626                          STATION DESCRIPTION
 NL0626
 NL0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0626'THE STATION IS LOCATED IN THE SOUTHWEST SIDE OF THE TOWN OF
 NL0626'SCHALLER.  IT IS A 4 LEGGED STEEL STRUCTURE APPROXIMATELY 125
 NL0626'FEET HIGH AND PAINTED SILVER.
 NL0626'
 NL0626'THE POINT INTERSECTED WAS THE BALL AT THE TOP OF THE TANK.
 NL0626'
 NL0626'TO REACH FROM THE POST OFFICE, GO WEST 0.1 MILE TO CROSS STREETS,
 NL0626'TURN LEFT (SOUTH) 0.15 MILE TO THE END OF THE STREET AND THE
 NL0626'STATION ON THE LEFT JUST SOUTH OF THE FIRST METHODIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0769 ***********************************************************************
 MG0769  DESIGNATION -  SCHENIDER
 MG0769  PID         -  MG0769
 MG0769  STATE/COUNTY-  IA/CEDAR
 MG0769  USGS QUAD   -  LIME CITY (1991)
 MG0769
 MG0769                         *CURRENT SURVEY CONTROL
 MG0769  ___________________________________________________________________
 MG0769* NAD 83(1996)-  41 40 39.13450(N)    091 01 49.94450(W)     ADJUSTED  
 MG0769* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 MG0769  ___________________________________________________________________
 MG0769  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 MG0769  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MG0769
 MG0769  HORZ ORDER  -  FIRST
 MG0769
 MG0769.The horizontal coordinates were established by classical geodetic methods
 MG0769.and adjusted by the National Geodetic Survey in May 1999..
 MG0769
 MG0769.The orthometric height was scaled from a topographic map.
 MG0769
 MG0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0769
 MG0769.The geoid height was determined by GEOID03.
 MG0769
 MG0769;                    North         East     Units Scale Factor Converg.
 MG0769;SPC IA S     -   189,211.182   705,595.186   MT  0.99998293   +1 37 35.9
 MG0769;UTM  15      - 4,615,848.391   663,930.653   MT  0.99993071   +1 18 35.5
 MG0769
 MG0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0769!SPC IA S     -   0.99996623  x   0.99998293  =   0.99994916
 MG0769!UTM  15      -   0.99996623  x   0.99993071  =   0.99989694
 MG0769
 MG0769:                Primary Azimuth Mark                     Grid Az
 MG0769:SPC IA S     -  AERIAL BEACON                            034 24 08.4
 MG0769:UTM  15      -  AERIAL BEACON                            034 43 08.8
 MG0769
 MG0769|---------------------------------------------------------------------|
 MG0769| PID    Reference Object                     Distance      Geod. Az  |
 MG0769|                                                           dddmmss.s |
 MG0769| MG0765 AERIAL BEACON                       APPROX.16.6 KM 0360144.3 |
 MG0769| MG0757 DAHMS                               APPROX.16.7 KM 0830045.8 |
 MG0769| MG0762 DURANT MUNICIPAL TANK               APPROX.13.1 KM 1282755.3 |
 MG0769| MG0771 WILTON MUNICIPAL TANK               APPROX. 9.5 KM 1724732.8 |
 MG0769| CL9388 SCHENIDER RM 1                       37.220 METERS 23240     |
 MG0769| MG0767 AERIAL BEACON GREEN                 APPROX.17.3 KM 3181616.9 |
 MG0769| MG0768 TIPTON STANDPIPE                    APPROX.13.2 KM 3210653.8 |
 MG0769| MG0766 TIPTON BUILDING TOWER               APPROX.13.1 KM 3213344.6 |
 MG0769| MG0789 MECHANICSVILLE MUNICIPAL TANK       APPROX.31.4 KM 3233730.3 |
 MG0769| CL9389 SCHENIDER RM 2                                     35152     |
 MG0769|---------------------------------------------------------------------|
 MG0769
 MG0769                          SUPERSEDED SURVEY CONTROL
 MG0769
 MG0769  NAD 83(1986)-  41 40 39.13408(N)    091 01 49.95416(W) AD(       ) 1
 MG0769  NAD 27      -  41 40 39.04200(N)    091 01 49.40200(W) AD(       ) 1
 MG0769
 MG0769.Superseded values are not recommended for survey control.
 MG0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0769.See file dsdata.txt to determine how the superseded data were derived.
 MG0769
 MG0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG6393115848(NAD 83)
 MG0769_MARKER: DS = TRIANGULATION STATION DISK
 MG0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0769
 MG0769  HISTORY     - Date     Condition        Report By
 MG0769  HISTORY     - 1930     MONUMENTED       CGS
 MG0769  HISTORY     - 1963     GOOD             USGS
 MG0769  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0769
 MG0769                          STATION DESCRIPTION
 MG0769
 MG0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0769'STATION IS ABOUT 6 MILES N AND 1 MILE W OF WILTON, 1/2 MILE N AND
 MG0769'1/4 MILE E OF THE SUGAR CREEK PRESBYTERIAN CHURCH IN SEC. 1,
 MG0769'T 79 N, R 2 W.  STATION IS 63 FEET N AND 20 FEET W OF THE SE
 MG0769'CORNER OF THE SW 40 OF THE NW 1/4 OF SECTION 1, ON LAND OWNED
 MG0769'BY ERNEST GAY.
 MG0769'
 MG0769'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MG0769'DISKS SET IN CONCRETE.
 MG0769'
 MG0769'REFERENCE MARK NO. 1 IS 120 FEET W OF THE SE CORNER OF THE ABOVE
 MG0769'MENTIONED SW 40.  IT IS ON THE 1/2-SECTION LINE THAT RUNS E
 MG0769'AND W IN SECTION 1, AND IS ABOUT 1/4 MILE E OF THE W SECTION
 MG0769'LINE.  REFERENCE MARK NO. 2 IS ON THE E AND W LINE BETWEEN THE
 MG0769'NW 40 AND THE SW 40 OF THE NW 1/4 OF SECTION 1, AND IS ABOUT
 MG0769'1000 FEET E OF THE W EDGE OF THE SECTION.
 MG0769'
 MG0769'TO REACH FROM WILTON TAKE U.S. HIGHWAY 32 W TO JUNCTION WITH
 MG0769'STATE HIGHWAY 38, THENCE STRAIGHT N ABOUT 5-1/2 MILES TO
 MG0769'STATION.  HIGHWAY 38 TURNS TO W ABOUT 3 MILES N OF WILTON, BUT
 MG0769'A DIRT ROAD CONTINUES STRAIGHT ON TO STATION WHICH IS 1/4 MILE
 MG0769'TO E OF ROAD ON A RIDGE.
 MG0769'
 MG0769'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MG0769
 MG0769                          STATION RECOVERY (1963)
 MG0769
 MG0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MG0769'THE MARK IS IN A CULTIVATED FIELD WITH THE SECONDARY REFERENCE
 MG0769'POINT DESTROYED.  MARK WAS DUG FOR BUT NOT FOUND.
 MG0769
 MG0769                          STATION RECOVERY (1998)
 MG0769
 MG0769'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0608 ***********************************************************************
 OQ0608  DESIGNATION -  SCHENK
 OQ0608  PID         -  OQ0608
 OQ0608  STATE/COUNTY-  IA/SIOUX
 OQ0608  USGS QUAD   -  SIOUX CENTER (1980)
 OQ0608
 OQ0608                         *CURRENT SURVEY CONTROL
 OQ0608  ___________________________________________________________________
 OQ0608* NAD 83(1996)-  43 06 11.69461(N)    096 10 32.12780(W)     ADJUSTED  
 OQ0608* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 OQ0608  ___________________________________________________________________
 OQ0608  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 OQ0608  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OQ0608
 OQ0608  HORZ ORDER  -  FIRST
 OQ0608
 OQ0608.The horizontal coordinates were established by classical geodetic methods
 OQ0608.and adjusted by the National Geodetic Survey in May 1999..
 OQ0608
 OQ0608.The orthometric height was scaled from a topographic map.
 OQ0608
 OQ0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0608
 OQ0608.The geoid height was determined by GEOID03.
 OQ0608
 OQ0608;                    North         East     Units Scale Factor Converg.
 OQ0608;SPC IA N     - 1,181,533.420 1,282,237.344   MT  0.99997423   -1 48 48.1
 OQ0608;UTM  14      - 4,776,152.976   729,833.381   MT  1.00024987   +1 55 50.9
 OQ0608
 OQ0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0608!SPC IA N     -   0.99995252  x   0.99997423  =   0.99992675
 OQ0608!UTM  14      -   0.99995252  x   1.00024987  =   1.00020238
 OQ0608
 OQ0608|---------------------------------------------------------------------|
 OQ0608| PID    Reference Object                     Distance      Geod. Az  |
 OQ0608|                                                           dddmmss.s |
 OQ0608| CO4482 SCHENK RM 1                         147.362 METERS 05426     |
 OQ0608| OQ0605 ORANGE CITY SIOUX CO CTHSE          APPROX.14.5 KM 1385943.0 |
 OQ0608| OQ0606 ORANGE CITY MUNICIPAL TANK          APPROX.14.4 KM 1395620.8 |
 OQ0608| CO4481 SCHENK AZ MK                                       1510444.2 |
 OQ0608| CO4483 SCHENK RM 2                          83.241 METERS 17853     |
 OQ0608| OQ0609 SIOUX CENTER FIRST REFORMED CH      APPROX. 3.2 KM 1801451.1 |
 OQ0608| OQ0607 SIOUX CENTER MUNICIPAL TANK         APPROX. 2.5 KM 1810636.3 |
 OQ0608| NM1627 MAURICE MUNICIPAL TANK              APPROX.14.7 KM 1812322.6 |
 OQ0608| CO4484 SCHENK RM 4 RESET                    54.392 METERS 25907     |
 OQ0608|---------------------------------------------------------------------|
 OQ0608
 OQ0608                          SUPERSEDED SURVEY CONTROL
 OQ0608
 OQ0608  NAD 83(1996)-  43 06 11.69462(N)    096 10 32.12779(W) AD(       ) 1
 OQ0608  NAD 83(1996)-  43 06 11.69454(N)    096 10 32.12434(W) AD(       ) 1
 OQ0608  NAD 83(1996)-  43 06 11.69370(N)    096 10 32.12275(W) AD(       ) 1
 OQ0608  NAD 83(1986)-  43 06 11.69596(N)    096 10 32.11816(W) AD(       ) 1
 OQ0608  NAD 27      -  43 06 11.75000(N)    096 10 31.05000(W) AD(       ) 1
 OQ0608
 OQ0608.Superseded values are not recommended for survey control.
 OQ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0608.See file dsdata.txt to determine how the superseded data were derived.
 OQ0608
 OQ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN2983376153(NAD 83)
 OQ0608_MARKER: DS = TRIANGULATION STATION DISK
 OQ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0608_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OQ0608
 OQ0608  HISTORY     - Date     Condition        Report By
 OQ0608  HISTORY     - 1934     MONUMENTED       CGS
 OQ0608  HISTORY     - 1936     SEE DESCRIPTION  CGS
 OQ0608  HISTORY     - 1949     GOOD             CGS
 OQ0608  HISTORY     - 1955     GOOD             CGS
 OQ0608
 OQ0608                          STATION DESCRIPTION
 OQ0608
 OQ0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OQ0608'STATION IS IN THE NW 1/4 SW 1/4 SEC. 28, T. 96 N., R. 45 W.,
 OQ0608'1.5 MILES NORTH OF SIOUX CENTER ON THE HIGHEST GROUND IN THE
 OQ0608'IMMEDIATE VICINITY, ON LAND OWNED AND OCCUPIED BY MR. B. SCHENK,
 OQ0608'IN WEST EDGE OF ALFALFA FIELD, 0.15 MILE SOUTH OF THE SCHENK
 OQ0608'HOUSE, ACROSS THE ROAD AND ABOUT 15 FEET SOUTH OF SOUTH EDGE OF
 OQ0608'MR.  KUYPERS HOUSE, 270 FEET SOUTH OF NORTH EDGE OF FIELD,
 OQ0608'45 FEET EAST OF CENTERLINE OF ROAD AND 15 FEET EAST OF EAST
 OQ0608'RIGHT-OF-WAY FENCE.
 OQ0608'
 OQ0608'TO REACH FROM SIOUX CENTER POST OFFICE, GO NORTH ON U.S. HIGHWAY
 OQ0608'75 FOR 1.6 MILES TO HIGHEST GROUND AND STATION ON EAST SIDE OF
 OQ0608'ROAD.  IT IS OPPOSITE A CREAM COLORED HOUSE WITH RED ROOF.
 OQ0608'
 OQ0608'REFERENCE MARK NO. 1 IS IN NORTH EDGE OF ALFALFA FIELD, 1.5
 OQ0608'MILES NORTH OF SIOUX CENTER, ABOUT 500 FEET SOUTHEAST OF THE
 OQ0608'SCHENK HOUSE, ABOUT 400 FEET EAST OF NORTHWEST CORNER OF FIELD
 OQ0608'AND 483.47 FEET NORTHEAST OF STATION.
 OQ0608'
 OQ0608'REFERENCE MARK NO. 2 IS IN SOUTH EDGE OF THE SCHENK ALFALFA FIELD,
 OQ0608'16 FEET EAST OF SOUTHWEST CORNER OF FIELD, 2 FEET NORTH OF SOUTH
 OQ0608'FENCE LINE, ABOUT 0.2 MILE SOUTH OF THE SCHENK HOUSE, ABOUT 350
 OQ0608'FEET SOUTHEAST OF THE KUYPER HOUSE, AND 273.08 FEET SOUTH OF STATION.
 OQ0608'
 OQ0608'AZIMUTH MARK IS 1.4 MILES SOUTHEAST OF STATION, ON NORTH SIDE
 OQ0608'OF ROAD IN SOUTH EDGE OF WHEAT FIELD, 32 FEET NORTH OF CENTERLINE
 OQ0608'OF ROAD AND 2 FEET NORTH OF NORTH RIGHT-OF-WAY FENCE.  IT IS
 OQ0608'0.7 MILE EAST OF SIOUX CENTER ON ROAD WHICH IS CONTINUATION
 OQ0608'OF NORTHERNMOST STREET IN TOWN.  TO REACH FROM STATION GO SOUTH
 OQ0608'1.2 MILES THENCE LEFT (EAST) 0.7 MILE TO MARK ON NORTH SIDE.
 OQ0608'
 OQ0608'HEIGHT OF LIGTH ABOVE STATION MARK - 34 METERS.
 OQ0608
 OQ0608                          STATION RECOVERY (1936)
 OQ0608
 OQ0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (BS)
 OQ0608'LETTER OF MR. B. SCHENK, SIOUX CENTER, IOWA 11/21/36--
 OQ0608'
 OQ0608'IN 1934 THERE WAS PLACE IN ONE OF MY FENCE LINES A CONCRETE MARKER
 OQ0608'SCHENK 1.  I HAVE TAKEN THIS FENCE AWAY AND NOW THIS MARK IS ABOVE
 OQ0608'GROUND AND INTERFERES WITH MY FIELD WORK.  I WISH TO LOWER THIS
 OQ0608'MARK SO THAT THE TOP WILL BE 10 OR 12 INCHES UNDERGROUND SO THAT
 OQ0608'I MAY BE ABLE TO PLOW OVER IT.
 OQ0608'
 OQ0608'THE MARKER IS LOCATED ON THE NORTH HALF OF THE SOUTHWEST QUARTER
 OQ0608'OF SEC. 28, T. 96 N., R. 45 W. OF THE 5TH PRINCIPAL MERIDIAN
 OQ0608'IN SIOUX COUNTY, IOWA.
 OQ0608'
 OQ0608'PERMISSION WAS GRANTED MR. SCHENK TO LOWER THE MARK.
 OQ0608
 OQ0608                          STATION RECOVERY (1949)
 OQ0608
 OQ0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0608'THE STATION, AZIMUTH AND REFERENCE NO. 2 WERE RECOVERED AND THE
 OQ0608'MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE HIGHWAY HAS BEEN
 OQ0608'PAVED AND THE RIGHT-OF-WAY EXTENDED SINCE THE STATION ESTABLISHED.
 OQ0608'THE STATION IS NOW ON THE EAST RIGHT-OF-WAY DIRECTLY BENEATH A
 OQ0608'POWERLINE.  NEW REFERENCE MARKS NO. 3 AND 4 WERE SET AND
 OQ0608'REFERENCE MARK NO. 3 WAS USED FOR AN ECCENTRIC OCCUPATION.  A
 OQ0608'NEW DESCRIPTION FOLLOWS.
 OQ0608'
 OQ0608'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF SIOUX CENTER,
 OQ0608'ALONG THE EAST SIDE OF U.S. HIGHWAY 75 AND DIRECTLY ACROSS THE
 OQ0608'ROAD FROM MR. J. BROEKS HOUSE.  IT IS 62 FEET SOUTH OF A POWERLINE
 OQ0608'POLE WITH A TRIANGULAR BLAZE, 44 FEET EAST OF THE CENTERLINE OF
 OQ0608'HIGHWAY 75 AND 4 FEET WEST OF THE FENCE.  THE MARK IS ABOUT 12
 OQ0608'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 OQ0608'SCHENK 1934.
 OQ0608'
 OQ0608'REFERENCE MARK NO. 2 IS 273.10 FEET SOUTH OF THE STATION, 47
 OQ0608'FEET EAST OF THE CENTERLINE OF HIGHWAY 75 AND 3 FEET NORTHWEST
 OQ0608'OF A FENCE CORNER.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 OQ0608'GROUND AND THE DISK IS STAMPED SCHENK NO 2 1934.
 OQ0608'
 OQ0608'REFERENCE MARK NO. 3 IS 173.42 FEET SOUTHWEST OF THE STATION, 133
 OQ0608'FEET SOUTH OF MR. BROEKS DRIVEWAY AND 55 FEET WEST OF THE
 OQ0608'CENTERLINE OF THE HIGHWAY.  THE MARK IS FLUSH WITH THE SURFACE
 OQ0608'OF THE GROUND AND THE DISK IS STAMPED SCHENK NO 3 1949.
 OQ0608'
 OQ0608'REFERENCE MARK NO. 4 IS 178.45 FEET WEST OF THE STATION, 37 FEET
 OQ0608'EAST OF THE NORTHEAST CORNER OF THE GARAGE AND 1 FOOT EAST OF
 OQ0608'A POWERLINE POLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 OQ0608'GROUND AND THE DISK IS STAMPED SCHENK NO 4 1949.
 OQ0608'
 OQ0608'AZIMUTH MARK IS ABOUT 1.4 MILES SOUTHEAST OF THE STATION, 32
 OQ0608'FEET NORTH OF THE CENTERLINE OF THE ROAD, 9 FEET EAST OF A
 OQ0608'POWERLINE POLE AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS
 OQ0608'8 INCHES AND THE DISK IS STAMPED SCHENK AZI 1934.
 OQ0608'
 OQ0608'TO REACH FROM SIOUX CENTER POST OFFICE, GO NORTH ON HIGHWAY 75
 OQ0608'FOR 1.6 MILES TO MR. BROEKS HOUSE ON THE LEFT AND THE STATION
 OQ0608'ON THE RIGHT.
 OQ0608'
 OQ0608'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH ON HIGHWAY 75
 OQ0608'FOR 1.2 MILES TO CROSSROADS, TURN LEFT (EAST) 0.7 MILE TO THE
 OQ0608'MARK ON THE LEFT.
 OQ0608'
 OQ0608'A TRAVERSE CONNECTION WAS MADE FROM STATION SCHENK 1934 TO
 OQ0608'REFERENCE MARK NO. 3 1949.
 OQ0608
 OQ0608                          STATION RECOVERY (1955)
 OQ0608
 OQ0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 OQ0608'STATION WAS RECOVERED AS DESCRIBED BY M.E.W. IN 1949 AND ALL
 OQ0608'MARKS WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 4 WAS
 OQ0608'LOCATED IN THE DRIVEWAY TO THE GARAGE ON THE FARM OF MR. JOHN
 OQ0608'W. BROEK OF SIOUX CENTER, IOWA.  THIS MARK WAS LOWERED IN PLACE
 OQ0608'10 INCHES BELOW THE SURFACE OF GRAVEL DRIVEWAY, AS REQUESTED
 OQ0608'BY MR. BROEK.
 OQ0608'
 OQ0608'REFERENCE MARK NO. 4 IS 59 FEET SOUTH OF THE SOUTHEAST CORNER OF
 OQ0608'PORCH OF THE BROEK FARMHOUSE, 37 FEET EAST OF THE NORTHEAST CORNER
 OQ0608'OF GARAGE, AND 20 FEET SOUTH OF CENTER OF FARM DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1489 ***********************************************************************
 LF1489  CBN         -  This is a Cooperative Base Network Control Station.
 LF1489  PACS        -  This is a Primary Airport Control Station.
 LF1489  DESIGNATION -  SCHEPORT
 LF1489  PID         -  LF1489
 LF1489  STATE/COUNTY-  IA/PAGE
 LF1489  USGS QUAD   -  CLARINDA SOUTH (1981)
 LF1489
 LF1489                         *CURRENT SURVEY CONTROL
 LF1489  ___________________________________________________________________
 LF1489* NAD 83(1996)-  40 43 21.96233(N)    095 01 34.79941(W)     ADJUSTED  
 LF1489* NAVD 88     -       300.31   (meters)     985.3    (feet)  GPS OBS   
 LF1489  ___________________________________________________________________
 LF1489  X           -    -424,131.843 (meters)                     COMP
 LF1489  Y           -  -4,822,321.319 (meters)                     COMP
 LF1489  Z           -   4,139,314.883 (meters)                     COMP
 LF1489  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 LF1489  ELLIP HEIGHT-         269.35  (meters)          (06/15/04) GPS OBS
 LF1489  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 LF1489
 LF1489  HORZ ORDER  -  B
 LF1489  ELLP ORDER  -  FOURTH    CLASS I
 LF1489
 LF1489.This mark is at Schenck Field Airport (ICL)
 LF1489
 LF1489.The horizontal coordinates were established by GPS observations
 LF1489.and adjusted by the National Geodetic Survey in August 1997..
 LF1489
 LF1489.The orthometric height was determined by GPS observations and a
 LF1489.high-resolution geoid model.
 LF1489
 LF1489.GPS derived orthometric heights for airport stations designated as
 LF1489.PACS or SACS are published to 2 decimal places.  This maintains
 LF1489.centimeter relative accuracy between the PACS and SACS.  It does
 LF1489.not indicate centimeter accuracy relative to other marks which are
 LF1489.part of the NAVD 88 network.
 LF1489
 LF1489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1489
 LF1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1489
 LF1489.The ellipsoidal height was determined by GPS observations
 LF1489.and is referenced to NAD 83.
 LF1489
 LF1489.The geoid height was determined by GEOID03.
 LF1489
 LF1489;                    North         East     Units Scale Factor Converg.
 LF1489;SPC IA S     -    81,393.525   371,053.922   MT  0.99998297   -1 00 19.4
 LF1489;UTM  15      - 4,509,957.082   328,864.844   MT  0.99996049   -1 19 20.3
 LF1489
 LF1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1489!SPC IA S     -   0.99995775  x   0.99998297  =   0.99994072
 LF1489!UTM  15      -   0.99995775  x   0.99996049  =   0.99991824
 LF1489
 LF1489:                Primary Azimuth Mark                     Grid Az
 LF1489:SPC IA S     -  SCHEPORT AZ MK                           025 35 48.6
 LF1489:UTM  15      -  SCHEPORT AZ MK                           025 54 49.5
 LF1489
 LF1489|---------------------------------------------------------------------|
 LF1489| PID    Reference Object                     Distance      Geod. Az  |
 LF1489|                                                           dddmmss.s |
 LF1489| LF1490 SCHEPORT AZ MK                      APPROX. 0.6 KM 0243529.2 |
 LF1489|---------------------------------------------------------------------|
 LF1489
 LF1489                          SUPERSEDED SURVEY CONTROL
 LF1489
 LF1489  ELLIP H (08/25/97)  269.42   (m)                       GP(       ) 4 1
 LF1489  NAD 83(1996)-  40 43 21.96167(N)    095 01 34.78606(W) AD(       ) 3
 LF1489  NAD 83(1986)-  40 43 21.96157(N)    095 01 34.78454(W) AD(       ) 3
 LF1489  NGVD 29 (07/09/90)  300.2    (m)          985.     (f) GPS OBS        
 LF1489
 LF1489.Superseded values are not recommended for survey control.
 LF1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1489.See file dsdata.txt to determine how the superseded data were derived.
 LF1489
 LF1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF2886509957(NAD 83)
 LF1489_MARKER: I = METAL ROD
 LF1489_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1489_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1489_STAMPING: SCHEPORT 1989
 LF1489_MARK LOGO: NGS   
 LF1489_PROJECTION: FLUSH
 LF1489_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1489+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 LF1489_ROD/PIPE-DEPTH: 10.0 meters
 LF1489_SLEEVE-DEPTH  : 0.91 meters
 LF1489
 LF1489  HISTORY     - Date     Condition        Report By
 LF1489  HISTORY     - 1989     MONUMENTED       NGS
 LF1489  HISTORY     - 19910425 GOOD             NGS
 LF1489  HISTORY     - 19960916 GOOD             IADT
 LF1489  HISTORY     - 20011009 GOOD             JCLS
 LF1489  HISTORY     - 20020308 GOOD             JCLS
 LF1489  HISTORY     - 20021010 GOOD             JCLS
 LF1489
 LF1489                          STATION DESCRIPTION
 LF1489
 LF1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1489'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) SOUTHEAST OF CLARINDA,
 LF1489'AT THE CLARINDA MUNICIPAL AIRPORT, AT THE JUNCTION OF THE ENTRANCE
 LF1489'RAMP AND RUNWAY.  OWNERSHIP--CITY OF CLARINDA, CLARINDA, IA 51632,
 LF1489'PHONE (712) 542-3010.  THE AIRPORT MANAGER IS MILO BEERY.
 LF1489'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 71 AND STATE
 LF1489'HIGHWAY 2, ON THE SOUTH SIDE OF CLARINDA, GO SOUTH ON US HIGHWAY 71
 LF1489'FOR 0.2 KM (0.10 MI) TO THE JUNCTION OF LAPERLA DRIVE ON THE LEFT.
 LF1489'TURN LEFT, EAST, ON LAPERLA DRIVE FOR 1.0 KM (0.60 MI) TO THE AIRPORT
 LF1489'OFFICE ON THE LEFT.  TURN RIGHT, WEST, FOR 0.08 KM (0.05 MI) TO A
 LF1489'GRAVEL ROAD AT A HANGAR.  TURN LEFT, SOUTH, AND CONTINUE AROUND THE
 LF1489'HANGAR ONTO THE APRON AND ONTO THE ENTRANCE RAMP TO THE JUNCTION OF
 LF1489'THE RUNWAY AND THE STATION ON THE LEFT.
 LF1489'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 LF1489'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 LF1489'SURROUNDED BY CONCRETE.  LOCATED 20.5 M (67.3 FT) WEST OF THE CENTER
 LF1489'OF THE RUNWAY, 13.0 M (42.7 FT) NORTH OF THE CENTER OF THE ENTRANCE
 LF1489'RAMP, 7.3 M (24.0 FT) NORTHWEST OF THE CURVED EDGE OF THE ENTRANCE
 LF1489'RAMP, 3.8 M (12.5 FT) NORTH-NORTHWEST OF A RAMP BEACON LIGHT AND 3.8 M
 LF1489'(12.5 FT) NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST.
 LF1489'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LF1489'DESCRIBED BY M. L. MCCREADY.
 LF1489
 LF1489                          STATION RECOVERY (1991)
 LF1489
 LF1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1489'STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) SOUTHEAST OF CLARINDA, AT THE
 LF1489'CLARINDA MUNICIPAL AITPORT, AT THE JUNCTION OF TAXI APPROACH AND
 LF1489'RUNWAY.  OWNERSHIP-CITY OF CLARINDA, CLARINDA, IA 51632.  PHONE
 LF1489'712-542-3010.
 LF1489'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 71 AND STATE ROUTE
 LF1489'2, LOCATED ON THE SOUTH SIDE OF CLARINDA, GO SOUTH ON U.S. HIGHWAY 71
 LF1489'FOR 0.2 KM (0.1 MI) TO THE JUNCTION OF LAPERLA DRIVE. TURN LEFT, EAST
 LF1489'THEN SOUTH, ON LAPERLA DRIVE FOR 1.0 KM (0.6 MI) TO THE AIRPORT
 LF1489'OFFICE ON THE LEFT.  TURN RIGHT, WEST, FOR 0.08 KM (0.05 MI) TO A
 LF1489'GRAVEL ROAD AT A HANGER.  TURN LEFT, SOUTH, ON GRAVEL ROAD AROUND
 LF1489'HANGER TO THE APRON. TURN LEFT, EAST, ON APRON AND TAXI APPROACH FOR
 LF1489'0.16 KM (0.10 MI) TO THE JUNCTION OF RUNWAY AND STATION ON THE LEFT.
 LF1489'STATION IS 20.5 M (67.3 FT) WEST OF THE CENTER OF THE RUNWAY, 13.0 M
 LF1489'(42.7 FT) NORTH OF THE TAXI APPROACH, 7.3 M (24.0 FT) NORTHWEST OF
 LF1489'THE CURVED EDGE OF THE TAXI APPROACH, AND 3.8 M (12.5 FT)
 LF1489'NORTH-NORTWEST OF A TAXI APPROACH LIGHT.
 LF1489
 LF1489                          STATION RECOVERY (1996)
 LF1489
 LF1489'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 LF1489'RECOVERED IN 1996 BY IOWA DOT.  THE CURVED EDGE OF THE TAXI APPROACH
 LF1489'AND THE TAXI APPROACH LIGHT HAVE BEEN REMOVED DUE TO CONSTRUCTION.  A
 LF1489'PINK STATE HARN SURVEY SIGN WAS SET 0.3 M (1.0 FT) WEST OF THE
 LF1489'MONUMENT.
 LF1489
 LF1489                          STATION RECOVERY (2001)
 LF1489
 LF1489'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 LF1489'RECOVERED AS DESCRIBED.
 LF1489
 LF1489                          STATION RECOVERY (2002)
 LF1489
 LF1489'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 LF1489'DESCRIPTION IS ADEQUATE
 LF1489
 LF1489                          STATION RECOVERY (2002)
 LF1489
 LF1489'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 LF1489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1490 ***********************************************************************
 LF1490  DESIGNATION -  SCHEPORT AZ MK
 LF1490  PID         -  LF1490
 LF1490  STATE/COUNTY-  IA/PAGE
 LF1490  USGS QUAD   -  CLARINDA SOUTH (1981)
 LF1490
 LF1490                         *CURRENT SURVEY CONTROL
 LF1490  ___________________________________________________________________
 LF1490* NAD 83(1996)-  40 43 38.65589(N)    095 01 24.75683(W)     ADJUSTED  
 LF1490* NAVD 88     -       302.4    (meters)     992.     (feet)  VERTCON   
 LF1490  ___________________________________________________________________
 LF1490  X           -    -423,867.781 (meters)                     COMP
 LF1490  Y           -  -4,822,008.943 (meters)                     COMP
 LF1490  Z           -   4,139,706.591 (meters)                     COMP
 LF1490  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 LF1490  ELLIP HEIGHT-         271.56  (meters)          (05/06/99) GPS OBS
 LF1490  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 LF1490
 LF1490  HORZ ORDER  -  THIRD
 LF1490  ELLP ORDER  -  FOURTH    CLASS I
 LF1490
 LF1490.This mark is at Schenck Field Airport (ICL)
 LF1490
 LF1490.The horizontal coordinates were established by GPS observations
 LF1490.and adjusted by the National Geodetic Survey in May 1999..
 LF1490
 LF1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1490
 LF1490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1490
 LF1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1490
 LF1490.The ellipsoidal height was determined by GPS observations
 LF1490.and is referenced to NAD 83.
 LF1490
 LF1490.The geoid height was determined by GEOID03.
 LF1490
 LF1490;                    North         East     Units Scale Factor Converg.
 LF1490;SPC IA S     -    81,904.248   371,298.585   MT  0.99998230   -1 00 12.8
 LF1490;UTM  15      - 4,510,466.433   329,112.323   MT  0.99995945   -1 19 14.2
 LF1490
 LF1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1490!SPC IA S     -   0.99995740  x   0.99998230  =   0.99993970
 LF1490!UTM  15      -   0.99995740  x   0.99995945  =   0.99991686
 LF1490
 LF1490:                Primary Azimuth Mark                     Grid Az
 LF1490:SPC IA S     -  SCHEPORT                                 205 35 48.6
 LF1490:UTM  15      -  SCHEPORT                                 205 54 50.0
 LF1490
 LF1490|---------------------------------------------------------------------|
 LF1490| PID    Reference Object                     Distance      Geod. Az  |
 LF1490|                                                           dddmmss.s |
 LF1490| LF1489 SCHEPORT                            APPROX. 0.6 KM 2043535.8 |
 LF1490|---------------------------------------------------------------------|
 LF1490
 LF1490                          SUPERSEDED SURVEY CONTROL
 LF1490
 LF1490  NAD 83(1996)-  40 43 38.65409(N)    095 01 24.74373(W) AD(       ) 3
 LF1490  NAD 83(1986)-  40 43 38.65446(N)    095 01 24.74270(W) AD(       ) 3
 LF1490  NGVD 29 (07/09/90)  302.3    (m)          992.     (f) GPS OBS        
 LF1490
 LF1490.Superseded values are not recommended for survey control.
 LF1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1490.See file dsdata.txt to determine how the superseded data were derived.
 LF1490
 LF1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF2911210466(NAD 83)
 LF1490_MARKER: I = METAL ROD
 LF1490_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1490_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1490_STAMPING: SCHEPORT AZ MK 1989
 LF1490_MARK LOGO: NGS   
 LF1490_PROJECTION: FLUSH
 LF1490_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1490+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1490_ROD/PIPE-DEPTH: 9.30 meters
 LF1490_SLEEVE-DEPTH  : 0.91 meters
 LF1490
 LF1490  HISTORY     - Date     Condition        Report By
 LF1490  HISTORY     - 1989     MONUMENTED       NGS
 LF1490
 LF1490                          STATION DESCRIPTION
 LF1490
 LF1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1490'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) SOUTHEAST OF CLARINDA,
 LF1490'AT THE CLARINDA MUNICIPAL AIRPORT, ON THE SOUTH SIDE OF THE
 LF1490'TURN-AROUND OF RUNWAY 19.  OWNERSHIP--CITY OF CLARINDA, CLARINDA, IA
 LF1490'51632, PHONE (712) 542-3010.  THE AIRPORT MANAGER IS MILO BEERY.
 LF1490'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 71 AND STATE
 LF1490'HIGHWAY 2 ON THE SOUTH SIDE OF CLARINDA, GO SOUTH ON US HIGHWAY 71 FOR
 LF1490'0.2 KM (0.10 MI) TO THE JUNCTION OF LAPERLA DRIVE ON THE LEFT.  TURN
 LF1490'LEFT, EAST, ON LAPERLA DRIVE FOR 1.0 KM (0.60 MI) TO THE AIRPORT
 LF1490'OFFICE ON THE LEFT.  TURN RIGHT, WEST, FOR 0.08 KM (0.05 MI) TO A
 LF1490'GRAVEL ROAD AT A HANGAR.  TURN LEFT, SOUTH, AND CONTINUE AROUND THE
 LF1490'HANGAR ONTO THE APRON AND ENTRANCE RAMP TO THE JUNCTION OF THE RUNWAY.
 LF1490'TURN LEFT, NORTH, ONTO THE RUNWAY FOR 0.65 KM (0.40 MI) TO A
 LF1490'TURN-AROUND AND THE STATION ON THE LEFT.
 LF1490'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 LF1490'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 LF1490'SURROUNDED BY CONCRETE.  LOCATED 19.2 M (63.0 FT) EAST-SOUTHEAST OF
 LF1490'THE SOUTHWEST CORNER OF THE TURN-AROUND, 16.55 M (54.3 FT) WEST OF THE
 LF1490'CENTER OF THE RUNWAY, 3.9 M (12.8 FT) SOUTHWEST OF THE CURVED EDGE OF
 LF1490'THE TURN-AROUND AND 3.7 M (12.1 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 LF1490'POST.
 LF1490'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LF1490'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0618 ***********************************************************************
 NL0618  DESIGNATION -  SCHLESWIG
 NL0618  PID         -  NL0618
 NL0618  STATE/COUNTY-  IA/CRAWFORD
 NL0618  USGS QUAD   -  SCHLESWIG (1971)
 NL0618
 NL0618                         *CURRENT SURVEY CONTROL
 NL0618  ___________________________________________________________________
 NL0618* NAD 83(1996)-  42 10 01.79936(N)    095 25 48.66124(W)     ADJUSTED  
 NL0618* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 NL0618  ___________________________________________________________________
 NL0618  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 NL0618  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 NL0618
 NL0618  HORZ ORDER  -  FIRST
 NL0618
 NL0618.The horizontal coordinates were established by classical geodetic methods
 NL0618.and adjusted by the National Geodetic Survey in May 1999..
 NL0618
 NL0618.The orthometric height was scaled from a topographic map.
 NL0618
 NL0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0618
 NL0618.The geoid height was determined by GEOID03.
 NL0618
 NL0618;                    North         East     Units Scale Factor Converg.
 NL0618;SPC IA N     - 1,075,927.081 1,340,518.569   MT  0.99998328   -1 18 29.4
 NL0618;UTM  15      - 4,671,195.529   299,259.539   MT  1.00009585   -1 37 54.9
 NL0618
 NL0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0618!SPC IA N     -   0.99993137  x   0.99998328  =   0.99991466
 NL0618!UTM  15      -   0.99993137  x   1.00009585  =   1.00002722
 NL0618
 NL0618:                Primary Azimuth Mark                     Grid Az
 NL0618:SPC IA N     -  SCHLESWIG AZ MK 2                        037 02 39.7
 NL0618:UTM  15      -  SCHLESWIG AZ MK 2                        037 22 05.2
 NL0618
 NL0618|---------------------------------------------------------------------|
 NL0618| PID    Reference Object                     Distance      Geod. Az  |
 NL0618|                                                           dddmmss.s |
 NL0618| CO4486 SCHLESWIG AZ MK 2                                  0354410.3 |
 NL0618| CO4485 SCHLESWIG AZ MK                                    0873150.1 |
 NL0618| CO4487 SCHLESWIG RM 1                       24.904 METERS 21336     |
 NL0618| NL0651 ST PAULS LUTHERAN CH STEEPLE        APPROX. 9.4 KM 2375232.5 |
 NL0618| NL0616 SCHLESWIG MUNICIPAL TANK            APPROX. 0.6 KM 2661003.3 |
 NL0618| CO4488 SCHLESWIG RM 2                       29.066 METERS 33310     |
 NL0618| NL0617 EVANGELICAL LUTH CH STEEPLE         APPROX. 6.7 KM 3393609.7 |
 NL0618|---------------------------------------------------------------------|
 NL0618
 NL0618                          SUPERSEDED SURVEY CONTROL
 NL0618
 NL0618  NAD 83(1986)-  42 10 01.79929(N)    095 25 48.66336(W) AD(       ) 1
 NL0618  NAD 27      -  42 10 01.83900(N)    095 25 47.66700(W) AD(       ) 1
 NL0618
 NL0618.Superseded values are not recommended for survey control.
 NL0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0618.See file dsdata.txt to determine how the superseded data were derived.
 NL0618
 NL0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9926071196(NAD 83)
 NL0618_MARKER: DS = TRIANGULATION STATION DISK
 NL0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0618
 NL0618  HISTORY     - Date     Condition        Report By
 NL0618  HISTORY     - 1950     MONUMENTED       CGS
 NL0618  HISTORY     - 1966     GOOD             CGS
 NL0618
 NL0618                          STATION DESCRIPTION
 NL0618
 NL0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0618'STATION IS LOCATED IN THE CITY PARK IN THE NORTHEAST PART OF THE
 NL0618'VILLAGE OF SCHLESWIG.  STATION IS 120 FEET SOUTH OF THE APPROXIMATE
 NL0618'CENTERLINE OF GRAVEL ROAD AND 10 FEET WEST OF EDGE OF BANK
 NL0618'SURROUNDING BALL FIELD.  THE MARK IS FLUSH WITH THE GROUND
 NL0618'AND THE DISK IS STAMPED SCHLESWIG 1950.
 NL0618'
 NL0618'REFERENCE MARK NO. 1 IS 10.5 FEET EAST SOUTHEAST OF STONE FIRE
 NL0618'PLACE ON EAST END OF SMALL BUILDING AND IS SET FLUSH IN A DRILL
 NL0618'HOLE OF THE CONCRETE BASE OF DRINKING FOUNTAIN.  THE DISK IS
 NL0618'STAMPED SCHLESWIG NO 1 1950.
 NL0618'
 NL0618'REFERENCE MARK NO. 2 IS 34 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 NL0618'OF GRAVEL ROAD AND 11 FEET EAST OF POWER POLE.  THE MARK PROJECTS
 NL0618'ABOUT 6 INCHES AND THE DISK IS STAMPED SCHLESWIG NO 2 1950.
 NL0618'
 NL0618'AZIMUTH MARK IS 77 FEET SOUTHWEST OF INTERSECTION OF CROSS ROADS,
 NL0618'3 FEET WEST OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.  THE MARK
 NL0618'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED SCHLESWIG 1950.
 NL0618'
 NL0618'TO REACH FROM THE POST OFFICE IN SCHLESWIG GO EAST FOR 0.05
 NL0618'MILE TO THE MAIN PART OF TOWN.  TURN LEFT AND GO NORTH FOR 0.1
 NL0618'MILE TO T INTERSECTION.  TURN RIGHT AND GO EAST FOR 0.35 MILE
 NL0618'TO NORTHEAST CORNER OF PARK AND STATION ON RIGHT OR SOUTH SIDE
 NL0618'OF ROAD AS DESCRIBED.  CONTINUE EAST FOR 0.45 MILE TO AZIMUTH
 NL0618'MARK IN SOUTHWEST ANGLE OF CROSS ROADS AS DESCRIBED.
 NL0618'
 NL0618'A 4 FOOT SIGNAL AT STATION IDA W BASE IS V.G.
 NL0618'
 NL0618'AN 87 FOOT SIGNAL AT STATION GRANT IS V.G.
 NL0618'
 NL0618'A 100 FOOT SIGNAL AT STATION HAYES IS V.G.
 NL0618'
 NL0618'AN 87 FOOT SIGNAL AT STATION DOWNEY IS V.G.
 NL0618'
 NL0618'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NL0618
 NL0618                          STATION RECOVERY (1966)
 NL0618
 NL0618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NL0618'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 NL0618'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF ROAD IMPROVEMENT
 NL0618'SO A NEW MARK WAS ESTABLISHED AND THE OLD AZIMUTH DESTROYED.
 NL0618'
 NL0618'TO REACH THE STATION FROM SCHLESWIG, FROM THE POST OFFICE, GO
 NL0618'NORTH FOR 0.1 MILE TO A T-INTERSECTION, TURN RIGHT AND GO EAST
 NL0618'FOR 0.35 MILE TO CITY PARK AND STATION ON THE RIGHT.
 NL0618'
 NL0618'THE STATION MARK IS 76.3 FEET NORTHEAST OF THE NORTHEAST CORNER
 NL0618'OF MAIN PARK BUILDING AND 45.8 FEET SOUTHEAST OF THE SOUTH CORNER
 NL0618'OF AN OUTDOOR BRICK BARBECUE GRILL.  THE MARK IS FLUSH AND THE
 NL0618'DISK IS STAMPED SCHLESWIG 1950.
 NL0618'
 NL0618'R.M. NO. 1 IS 10 FEET EAST-SOUTHEAST OF A BRICK FIREPLACE ON
 NL0618'EAST END OF BUILDING AND 1.5 FEET EAST OF A DRINKING FOUNTAIN.
 NL0618'THE DISK IS SET IN A DRILL HOLE IN WALK AND IS STAMPED SCHLESWIG
 NL0618'NO 1 1950.
 NL0618'
 NL0618'R.M. NO. 2 IS 50 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 10
 NL0618'FEET EAST OF A POWERLINE POLE.  MARK PROJECTS 3 INCHES AND THE
 NL0618'DISK IS STAMPED SCHLESWIG NO 2 1950.
 NL0618'
 NL0618'THE AZIMUTH MARK IS AT A T-FENCE CORNER, 34 FEET WEST OF THE
 NL0618'CENTERLINE OF THE ROAD, 10 FEET SOUTH OF THE CENTER OF A STEEL
 NL0618'GATE, 1.5 FEET NORTH OF A METAL WITNESS POST, 1.5 FEET SOUTH
 NL0618'OF A FENCE CORNER AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 NL0618'3 INCHES AND THE DISK IS STAMPED SCHLESWIG 1950 AZ 2 1966.
 NL0618'
 NL0618'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.45
 NL0618'MILE TO CROSSROADS, TURN LEFT AND GO NORTH FOR 0.6 MILE TO MARK
 NL0618'ON LEFT AS DESCRIBED.
 NL0618'
 NL0618'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SCHLESWIG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0616 ***********************************************************************
 NL0616  DESIGNATION -  SCHLESWIG MUNICIPAL TANK
 NL0616  PID         -  NL0616
 NL0616  STATE/COUNTY-  IA/CRAWFORD
 NL0616  USGS QUAD   -  SCHLESWIG (1971)
 NL0616
 NL0616                         *CURRENT SURVEY CONTROL
 NL0616  ___________________________________________________________________
 NL0616* NAD 83(1996)-  42 10 00.52148(N)    095 26 14.28745(W)     ADJUSTED  
 NL0616* NAVD 88     -                                                        
 NL0616  ___________________________________________________________________
 NL0616  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 NL0616  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 NL0616
 NL0616  HORZ ORDER  -  THIRD
 NL0616
 NL0616.The horizontal coordinates were established by classical geodetic methods
 NL0616.and adjusted by the National Geodetic Survey in May 1999..
 NL0616
 NL0616
 NL0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0616
 NL0616.The geoid height was determined by GEOID03.
 NL0616
 NL0616;                    North         East     Units Scale Factor Converg.
 NL0616;SPC IA N     - 1,075,901.117 1,339,929.611   MT  0.99998333   -1 18 46.8
 NL0616;UTM  15      - 4,671,172.890   298,670.377   MT  1.00009877   -1 38 12.1
 NL0616
 NL0616                          SUPERSEDED SURVEY CONTROL
 NL0616
 NL0616  NAD 83(1986)-  42 10 00.52100(N)    095 26 14.28553(W) AD(       ) 4
 NL0616  NAD 27      -  42 10 00.56000(N)    095 26 13.29100(W) AD(       ) 3
 NL0616
 NL0616.Superseded values are not recommended for survey control.
 NL0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0616.See file dsdata.txt to determine how the superseded data were derived.
 NL0616
 NL0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9867071173(NAD 83)
 NL0616_MARKER: 53 = ELEVATED TANK
 NL0616
 NL0616  HISTORY     - Date     Condition        Report By
 NL0616  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0616
 NL0616                          STATION DESCRIPTION
 NL0616
 NL0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0616'STATION IS LOCATED IN THE NORTHWEST PART OF THE VILLAGE OF
 NL0616'SCHLESWIG ON ABOUT THE HIGHEST POINT IN TOWN.  STATION IS OF
 NL0616'STEEL CONSTRUCTION WITH 4 LEGS, ABOUT 30 FEET SQUARE AT BASE,
 NL0616'AND 115 FEET HIGH.  STATION IS PAINTED SILVER WITH THE NAME
 NL0616'SCHLESWIG PAINTED IN BLACK ON THE WEST SIDE OF TANK.
 NL0616'
 NL0616'THE POINT INTERSECTED WAS THE TOP OF TANK.
 NL0616'
 NL0616'TO REACH FROM THE POST OFFICE IN SCHLESWIG GO EAST FOR 0.05
 NL0616'MILE TO THE MAIN STREET.  TURN LEFT AND GO NORTH 1 BLOCK.
 NL0616'TURN LEFT AND GO WEST FOR 0.05 MILE TO ALLEY ON RIGHT.  TURN
 NL0616'RIGHT AND GO 0.05 MILE TO STATION ON LEFT OR WEST SIDE OF ALLEY
 NL0616'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0696 ***********************************************************************
 NK0696  DESIGNATION -  SCHLOMER
 NK0696  PID         -  NK0696
 NK0696  STATE/COUNTY-  IA/FRANKLIN
 NK0696  USGS QUAD   -  ALEXANDER (1972)
 NK0696
 NK0696                         *CURRENT SURVEY CONTROL
 NK0696  ___________________________________________________________________
 NK0696* NAD 83(1996)-  42 48 16.68651(N)    093 23 48.58725(W)     ADJUSTED  
 NK0696* NAVD 88     -       394.     (meters)    1293.     (feet)  SCALED    
 NK0696  ___________________________________________________________________
 NK0696  LAPLACE CORR-          -8.55  (seconds)                    DEFLEC99
 NK0696  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 NK0696
 NK0696  HORZ ORDER  -  FIRST
 NK0696
 NK0696.The horizontal coordinates were established by classical geodetic methods
 NK0696.and adjusted by the National Geodetic Survey in May 1999..
 NK0696
 NK0696.The orthometric height was scaled from a topographic map.
 NK0696
 NK0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0696
 NK0696.The geoid height was determined by GEOID03.
 NK0696
 NK0696;                    North         East     Units Scale Factor Converg.
 NK0696;SPC IA N     - 1,144,920.125 1,508,438.763   MT  0.99994822   +0 04 11.7
 NK0696;UTM  15      - 4,739,196.585   467,552.751   MT  0.99961295   -0 16 10.7
 NK0696
 NK0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0696!SPC IA N     -   0.99994256  x   0.99994822  =   0.99989079
 NK0696!UTM  15      -   0.99994256  x   0.99961295  =   0.99955554
 NK0696
 NK0696:                Primary Azimuth Mark                     Grid Az
 NK0696:SPC IA N     -  DONALDSON                                081 00 27.3
 NK0696:UTM  15      -  DONALDSON                                081 20 49.7
 NK0696
 NK0696|---------------------------------------------------------------------|
 NK0696| PID    Reference Object                     Distance      Geod. Az  |
 NK0696|                                                           dddmmss.s |
 NK0696| NK0676 DONALDSON                           APPROX.17.4 KM 0810439.0 |
 NK0696| NK0685 HAMPTON METH CHURCH STEEPLE         APPROX.17.1 KM 1135748.1 |
 NK0696| NK0686 HAMPTON FRANKLIN CO CTHSE TWR       APPROX.16.9 KM 1140608.9 |
 NK0696| NK0687 HAMPTON WATER TANK                  APPROX.16.7 KM 1143605.2 |
 NK0696| CI7121 SCHLOMER RM 1                       161.850 METERS 13849     |
 NK0696| NK0691 CHURCH SLENDER STEEPLE              APPROX.10.5 KM 1534956.0 |
 NK0696| NK0689 COULTER WATER TANK                  APPROX. 7.9 KM 1623946.8 |
 NK0696| CI7122 SCHLOMER RM 2                       121.110 METERS 18434     |
 NK0696|---------------------------------------------------------------------|
 NK0696
 NK0696                          SUPERSEDED SURVEY CONTROL
 NK0696
 NK0696  NAD 83(1996)-  42 48 16.68662(N)    093 23 48.58661(W) AD(       ) 1
 NK0696  NAD 83(1986)-  42 48 16.68163(N)    093 23 48.57932(W) AD(       ) 1
 NK0696  NAD 27      -  42 48 16.78600(N)    093 23 47.84500(W) AD(       ) 1
 NK0696
 NK0696.Superseded values are not recommended for survey control.
 NK0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0696.See file dsdata.txt to determine how the superseded data were derived.
 NK0696
 NK0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH6755339197(NAD 83)
 NK0696_MARKER: DS = TRIANGULATION STATION DISK
 NK0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0696_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0696+STABILITY: SURFACE MOTION
 NK0696
 NK0696  HISTORY     - Date     Condition        Report By
 NK0696  HISTORY     - 1926     MONUMENTED       CGS
 NK0696  HISTORY     - 1933     GOOD             CGS
 NK0696  HISTORY     - 1934     GOOD             CGS
 NK0696  HISTORY     - 1938     GOOD             CGS
 NK0696
 NK0696                          STATION DESCRIPTION
 NK0696
 NK0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HWH)
 NK0696'STATION IS ABOUT 3 MILES N AND 1 MILE W OF LATIMER, IOWA, IN
 NK0696'THE SW 1/4 OF SEC. 1, T 92 N, R 22 W, ON LAND OWNED AND
 NK0696'OCCUPIED BY MR. LEWIS SCHLOMER.  IT IS LOCATED IN THE FIELD
 NK0696'ABOUT 79 METERS (262.46 FEET) N OF THE SCHOOLHOUSE, WHICH IS
 NK0696'ABOUT 1/4 MILE W OF MR. SCHLOMERS FARMHOUSE.  IT IS 4 METERS
 NK0696'(13.12 FEET) E OF A N AND S FENCE LINE, AND ABOUT 130 METERS
 NK0696'(429.78 FEET) N OF THE CENTER LINE OF THE SECTION ROAD RUNNING
 NK0696'E AND W.  THE MARK IS ABOUT 1-FOOT BELOW THE SURFACE OF THE
 NK0696'GROUND.
 NK0696'
 NK0696'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 NK0696'DISKS SET IN CONCRETE AS DESCRIBED.
 NK0696'
 NK0696'REFERENCE MARK NO. 1 IS LOCATED ON THE N SIDE OF THE ABOVE
 NK0696'ROAD ABOUT 200 METERS (656.16 FEET) E OF THE SCHOOLHOUSE.  IT
 NK0696'IS ABOUT 1-FOOT OUTSIDE THE N FENCE LINE.  REFERENCE MARK NO.
 NK0696'2 IS LOCATED ON THE SCHOOLHOUSE PROPERTY ABOUT 6 METERS
 NK0696'(19.68 FEET) E OF THE GATE, AND ABOUT 1-FOOT INSIDE THE FENCE
 NK0696'LINE.  REFERENCE MARKS NO. 1 AND 2, PROJECT ABOUT 4 INCHES
 NK0696'ABOVE THE SURFACE OF THE GROUND.  REFERENCE MARK NO. 3 IS THE
 NK0696'NE CORNER OF THE CONCRETE FOUNDATION OF THE SCHOOLHOUSE.
 NK0696'
 NK0696'HEIGHT OF SIGNAL ABOVE STATION MARK - 29 METERS.
 NK0696
 NK0696                          STATION RECOVERY (1933)
 NK0696
 NK0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WHR)
 NK0696'DESCRIPTION IS IN ERROR AS TO REFERENCE MONUMENT NO. 1, AS
 NK0696'IT IS NOT 200 METERS (656.16 FEET) E OF THE SCHOOLHOUSE.  SOME
 NK0696'FENCES HAVE EVIDENTLY BEEN MOVED AND A BOOSTER STATION FOR
 NK0696'GAS PIPE LINE HAS BEEN BUILT JUST W OF THE SCHOOLHOUSE PROPERTY
 NK0696'AND EXTENDING N PAST THE TRIANGULATION POINT.
 NK0696'
 NK0696'REFERENCE MONUMENT NO. 2--6 FEET N OF N RIGHT-OF-WAY FENCE
 NK0696'IN FRONT OF SCHOOLHOUSE, 14 FEET E OF LINE ALONG E SIDE OF
 NK0696'SCHOOLHOUSE, 104.4 FEET E OF SE STEEL CORNER POST OF PIPE LINE
 NK0696'PROPERTY, AND 108.2 FEET S OF SE CORNER OF SCHOOL.  REFERENCE
 NK0696'MONUMENT NO. 3--381.4 FEET E OF REFERENCE MONUMENT NO. 1 AND
 NK0696'ABOUT 4 FEET N OF THE N RIGHT-OF-WAY FENCE LINE.
 NK0696'
 NK0696'TRIANGULATION POINT IS 50.5 FEET E OF THE NEW FACTORY TYPE
 NK0696'FENCE ALONG THE E SIDE OF THE PIPE LINE PROPERTY.  ORIGINAL
 NK0696'DISTANCES FROM REFERENCE MONUMENTS TO TRIANGULATION POINT
 NK0696'ARE CORRECT AND BALANCE OF DESCRIPTION SATISFACTORY.  ANGLES
 NK0696'WERE NOT CHECKED.
 NK0696
 NK0696                          STATION RECOVERY (1934)
 NK0696
 NK0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JNC)
 NK0696'ALL OF THE MARKS ARE IN GOOD CONDITION.
 NK0696'
 NK0696'THE N AND S FENCE HAS BEEN CHANGED AND THE STATION IS NOW
 NK0696'50.5 FEET E OF A N AND S FENCE ALONG THE PROPERTY OF A PIPE LINE
 NK0696'COMPANY.
 NK0696'
 NK0696'THE FENCE ALONG THE N SIDE OF THE ROAD HAS BEEN CHANGED SO
 NK0696'I AM REWRITING THE DESCRIPTIONS FOR THE REFERENCE MARKS.
 NK0696'
 NK0696'REFERENCE MARK NO. 1 IS ABOUT 130 METERS (429.78 FEET) E OF
 NK0696'THE SCHOOLHOUSE, 381.4 FEET E OF REFERENCE MARK NO. 2 AND 4
 NK0696'FEET N OF THE N ROAD FENCE.  REFERENCE MARK NO. 2 IS LOCATED
 NK0696'ON THE SCHOOLHOUSE PROPERTY ABOUT 23.5 FEET E OF THE E SIDE
 NK0696'OF THE GATE, AND 6 FEET N OF THE N ROAD FENCE, AND 14 FEET E
 NK0696'OF THE E SIDE OF THE SCHOOLHOUSE, 104.4 FEET E OF THE SE CORNER
 NK0696'POST OF THE PIPE LINE PROPERTY.
 NK0696
 NK0696                          STATION RECOVERY (1938)
 NK0696
 NK0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0696'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 NK0696'CONDITION.  MARK IS SET IN A PASTURE ABOUT 350 FEET N OF A
 NK0696'SCHOOLHOUSE 50.5 FEET E OF A N-S FENCE ALONG E SIDE OF A
 NK0696'PIPE-LINE PUMPING STATION.  SET ABOUT 18 INCHES BELOW
 NK0696'SURFACE OF GROUND.
 NK0696'
 NK0696'STATION IS LOCATED ABOUT 10 MILES NW OF HAMPTON AND 3 MILES
 NK0696'NXW OF LATIMER.  REACHED FROM INTERSECTION OF IOWA 10 AND
 NK0696'IOWA 263, ABOUT 9 MILES W OF HAMPTON, GO N ON IOWA 263 FOR
 NK0696'1.3 MILES (PAVED) TO CROSS STREET IN LATIMER, 1 BLOCK S OF
 NK0696'END OF PAVEMENT, THENCE W ON GRAVEL 0.6 MILE TO T-ROAD, THENCE
 NK0696'N ON GRAVEL 2.7 MILES TO CROSS ROAD, THENCE W ON GRAVEL,
 NK0696'COUNTY ROAD C., 0.65 MILE TO HOUSE OF LEWIS SCHLOMER AND
 NK0696'GATE ON N.  GO THROUGH GATE AND TURN W ALONG N SIDE OF FENCE
 NK0696'FOR 0.15 MILE TO SCHOOLHOUSE, THENCE N 0.1 MILE TO TOP OF
 NK0696'HILL AND STATION.
 NK0696'
 NK0696'REFERENCE MARK NO. 2 IS ON THE SCHOOLHOUSE PROPERTY ABOUT
 NK0696'23.5 FEET E OF E SIDE OF GATE AND 6 FEET N OF S BOUNDARY
 NK0696'FENCE OF SCHOOLYARD, WHICH IS N RIGHT-OF-WAY FENCE AT ROAD.
 NK0696'FLUSH MARK, DISTANCE-121.11 METERS (397.70 FEET).
 NK0696'DISTANCE FROM STATION DUE TO PASTURE GRASS, WEEDS ETC., NOT
 NK0696'CHECKED.  REFERENCE MARK NO. 1 IS ABOUT 381 FEET E OF REFERENCE
 NK0696'MARK NO. 2, ON S SIDE OF PASTURE AND 3 FEET N OF N RIGHT-OF-WAY
 NK0696'FENCE OF ROAD.
 NK0696'
 NK0696'FLUSH MARK, DISTANCE-161.85 METERS (531 FEET), NOT
 NK0696'CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1006 ***********************************************************************
 OO1006  DESIGNATION -  SCHMIDT
 OO1006  PID         -  OO1006
 OO1006  STATE/COUNTY-  IA/MITCHELL
 OO1006  USGS QUAD   -  OSAGE (1972)
 OO1006
 OO1006                         *CURRENT SURVEY CONTROL
 OO1006  ___________________________________________________________________
 OO1006* NAD 83(1996)-  43 21 07.37953(N)    092 48 36.35467(W)     ADJUSTED  
 OO1006* NAVD 88     -       376.7    (meters)    1236.     (feet)  VERTCON   
 OO1006  ___________________________________________________________________
 OO1006  LAPLACE CORR-          -7.28  (seconds)                    DEFLEC99
 OO1006  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 OO1006
 OO1006  HORZ ORDER  -  SECOND
 OO1006
 OO1006.The horizontal coordinates were established by classical geodetic methods
 OO1006.and adjusted by the National Geodetic Survey in May 1999..
 OO1006
 OO1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1006
 OO1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1006
 OO1006.The geoid height was determined by GEOID03.
 OO1006
 OO1006;                    North         East     Units Scale Factor Converg.
 OO1006;SPC IA N     - 1,205,956.312 1,555,933.311   MT  1.00001672   +0 28 03.3
 OO1006;UTM  15      - 4,799,928.051   515,389.895   MT  0.99960291   +0 07 49.3
 OO1006
 OO1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1006!SPC IA N     -   0.99994562  x   1.00001672  =   0.99996234
 OO1006!UTM  15      -   0.99994562  x   0.99960291  =   0.99954855
 OO1006
 OO1006|---------------------------------------------------------------------|
 OO1006| PID    Reference Object                     Distance      Geod. Az  |
 OO1006|                                                           dddmmss.s |
 OO1006| CI7124 SCHMIDT RM 1                         20.807 METERS 22804     |
 OO1006| OO1009 ST ANSGAR TV STA KGLO MAST          APPROX. 2.9 KM 3195801.2 |
 OO1006| CI7125 SCHMIDT RM 2                         25.695 METERS 32341     |
 OO1006| CI7123 SCHMIDT AZ MK                                      3570312.3 |
 OO1006|---------------------------------------------------------------------|
 OO1006
 OO1006                          SUPERSEDED SURVEY CONTROL
 OO1006
 OO1006  NAD 83(1996)-  43 21 07.37953(N)    092 48 36.35466(W) AD(       ) 2
 OO1006  NAD 83(1986)-  43 21 07.37111(N)    092 48 36.35166(W) AD(       ) 2
 OO1006  NAD 27      -  43 21 07.49381(N)    092 48 35.67682(W) AD(       ) 2
 OO1006  NGVD 29 (07/19/86)  376.7    (m)         1236.     (f) VERT ANG       
 OO1006
 OO1006.Superseded values are not recommended for survey control.
 OO1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1006.See file dsdata.txt to determine how the superseded data were derived.
 OO1006
 OO1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1539099928(NAD 83)
 OO1006_MARKER: DS = TRIANGULATION STATION DISK
 OO1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1006_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1006
 OO1006  HISTORY     - Date     Condition        Report By
 OO1006  HISTORY     - 1971     MONUMENTED       NGS
 OO1006
 OO1006                          STATION DESCRIPTION
 OO1006
 OO1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1006'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF ST. ANSGAR,
 OO1006'5.0 MILES NORTH OF OSAGE AND 3.5 MILES NORTHEAST OF MITCHELL.
 OO1006'IT IS IN THE NORTHWEST 1/4 SECTION OF 36, T 98 N, R 17 W AND
 OO1006'ON THE PROPERTY OF MR. LAWRENCE SCHMIDT OF OSAGE, IOWA.  HIS
 OO1006'PHONE NUMBER IS (515) 732-3860.
 OO1006'
 OO1006'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 218
 OO1006'AND STATE HIGHWAY 9 IN OSAGE, GO NORTH ON HIGHWAY 218 FOR 4.8
 OO1006'MILES TO A DRIVEWAY ON THE RIGHT LEADING TO THE RESIDENCE OF
 OO1006'MR. SCHMIDT.** TURN RIGHT AND GO EAST FOR 107 FEET TO THE STATION
 OO1006'ON THE RIGHT SIDE OF THE DRIVEWAY.
 OO1006'
 OO1006'**TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE NORTH ON
 OO1006'HIGHWAY 218 FOR 0.5 MILE TO A DRIVEWAY ON THE LEFT LEADING
 OO1006'TO THE RESIDENCE OF MR. J.E. HUNGERFORD.  THE AZIMUTH MARK
 OO1006'IS SET AT THE SOUTH SIDE OF THE DRIVEWAY BESIDE A POWER LINE
 OO1006'POLE.
 OO1006'
 OO1006'STATION MARKS ARE STANDARD DISKS STAMPED SCHMIDT 1971.  THE
 OO1006'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1006'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 107 FEET EAST
 OO1006'OF THE APPROXIMATE CENTER OF HIGHWAY 218, 14.5 FEET EAST OF
 OO1006'A TELEPHONE POLE, 11.7 FEET SOUTH OF THE APPROXIMATE CENTER
 OO1006'OF THE DRIVEWAY.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 OO1006'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 OO1006'SURFACE.
 OO1006'
 OO1006'REFERENCE MARK 1, A STANDARD DISK STAMPED SCHMIDT NO 1 1971,
 OO1006'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1006'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 56.0
 OO1006'FEET EAST OF THE APPROXIMATE CENTER OF HIGHWAY 218, 54.0 FEET
 OO1006'SOUTH OF THE APPROXIMATE CENTER OF THE DRIVEWAY AND 2.6 FEET
 OO1006'SOUTHEAST OF A TELEPHONE POLE NUMBER 184.
 OO1006'
 OO1006'REFERENCE MARK 2, A STANDARD DISK STAMPED SCHMIDT NO 2 1971,
 OO1006'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1006'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 59.0
 OO1006'FEET NORTH OF THE APPROXIMATE CENTER OF THE DRIVEWAY, 56.0 FEET
 OO1006'EAST OF THE APPROXIMATE CENTER OF HIGHWAY 218, 29.0 FEET
 OO1006'SOUTH OF A TELEPHONE POLE NUMBER 5 AND 1.3 FEET EAST OF A METAL
 OO1006'WITNESS POST SET IN A NORTH-SOUTH FENCE.
 OO1006'
 OO1006'THE AZIMUTH MARK, A STANDARD DISK STAMPED SCHMIDT 1971, IS SET
 OO1006'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 OO1006'WITH THE GROUND SURFACE.  IT IS 48.8 FEET WEST OF THE APPROXIMATE
 OO1006'CENTER OF HIGHWAY 218, 9.0 FEET SOUTH OF THE APPROXIMATE CENTER
 OO1006'OF THE DRIVEWAY AND 3.0 FEET EAST OF A POWER LINE POLE WITH
 OO1006'A TRANSFORMER.
 OO1006'
 OO1006'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0668 ***********************************************************************
 NK0668  DESIGNATION -  SCHRAGE
 NK0668  PID         -  NK0668
 NK0668  STATE/COUNTY-  IA/BUTLER
 NK0668  USGS QUAD   -  DUMONT NORTH (1972)
 NK0668
 NK0668                         *CURRENT SURVEY CONTROL
 NK0668  ___________________________________________________________________
 NK0668* NAD 83(1996)-  42 49 07.03551(N)    092 53 04.71021(W)     ADJUSTED  
 NK0668* NAVD 88     -       334.2    (meters)    1096.     (feet)  VERTCON   
 NK0668  ___________________________________________________________________
 NK0668  LAPLACE CORR-          -7.74  (seconds)                    DEFLEC99
 NK0668  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 NK0668
 NK0668  HORZ ORDER  -  FIRST
 NK0668
 NK0668.The horizontal coordinates were established by classical geodetic methods
 NK0668.and adjusted by the National Geodetic Survey in May 1999..
 NK0668
 NK0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0668
 NK0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0668
 NK0668.The geoid height was determined by GEOID03.
 NK0668
 NK0668;                    North         East     Units Scale Factor Converg.
 NK0668;SPC IA N     - 1,146,651.714 1,550,321.228   MT  0.99994883   +0 25 01.4
 NK0668;UTM  15      - 4,740,679.737   509,430.273   MT  0.99960109   +0 04 42.3
 NK0668
 NK0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0668!SPC IA N     -   0.99995249  x   0.99994883  =   0.99990132
 NK0668!UTM  15      -   0.99995249  x   0.99960109  =   0.99955360
 NK0668
 NK0668|---------------------------------------------------------------------|
 NK0668| PID    Reference Object                     Distance      Geod. Az  |
 NK0668|                                                           dddmmss.s |
 NK0668| NK0670 SCHRAGE RM 3                         15.432 METERS 09452     |
 NK0668| NK0662 ALLISON MUNICIPAL TANK              APPROX.10.0 KM 1332722.3 |
 NK0668| CI7130 SCHRAGE RM 1                         29.783 METERS 14525     |
 NK0668| NK0669 BRISTOW MUNICIPAL TANK              APPROX. 5.2 KM 2001003.2 |
 NK0668| CI7129 SCHRAGE AZ MK                                      2152548.2 |
 NK0668| CI7131 SCHRAGE RM 2                         32.315 METERS 22111     |
 NK0668|---------------------------------------------------------------------|
 NK0668
 NK0668                          SUPERSEDED SURVEY CONTROL
 NK0668
 NK0668  NAD 83(1996)-  42 49 07.03557(N)    092 53 04.71021(W) AD(       ) 1
 NK0668  NAD 83(1986)-  42 49 07.03020(N)    092 53 04.70408(W) AD(       ) 1
 NK0668  NAD 27      -  42 49 07.12100(N)    092 53 03.98500(W) AD(       ) 1
 NK0668  NGVD 29 (07/19/86)  334.2    (m)         1096.     (f) VERT ANG       
 NK0668
 NK0668.Superseded values are not recommended for survey control.
 NK0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0668.See file dsdata.txt to determine how the superseded data were derived.
 NK0668
 NK0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH0943040680(NAD 83)
 NK0668_MARKER: DS = TRIANGULATION STATION DISK
 NK0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0668
 NK0668  HISTORY     - Date     Condition        Report By
 NK0668  HISTORY     - 1938     MONUMENTED       CGS
 NK0668  HISTORY     - 1971     GOOD             NGS
 NK0668
 NK0668                          STATION DESCRIPTION
 NK0668
 NK0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0668'THIS STATION IS ABOUT 3-1/4 MILES ENE OF BRISTOW, ABOUT 7-1/2
 NK0668'MILES NW OF ALLISON, AND ABOUT 8 MILES SW OF GREENE, IN THE
 NK0668'SW 1/4, SEC. 32, T 93 N, R 17 W, ON LAND OWNED BY CARL SCHRAGE.
 NK0668'THE MARK IS 17 FEET N OF THE FENCE ON THE N SIDE OF THE ROAD
 NK0668'IN THE FRONT YARD OF THE FARM, 37 FEET WNW OF THE CENTER OF THE
 NK0668'ENTRANCE GATE TO THE FARMYARD, 130 FEET SSE OF THE SE CORNER
 NK0668'OF THE FARMHOUSE, 109 FEET SSW OF THE WINDMILL AND PUMP.
 NK0668'THE MARK IS FLUSH WITH THE SURFACE AND IS STAMPED SCHRAGE
 NK0668'1938.  TO REACH FROM BRISTOW, ONE BLOCK W OF THE OLD BANK
 NK0668'BUILDING, GO N ON GRAVEL ROAD FOR 3.1 MILES TO CROSS ROAD
 NK0668'AND TURN RIGHT, E, AND GO 1.2 MILES TO FARMHOUSE AND
 NK0668'STATION ON N SIDE OF THE ROAD.
 NK0668'
 NK0668'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NK0668'BRONZE DISKS SET IN CONCRETE.
 NK0668'
 NK0668'REFERENCE MARK NO. 1 IS FLUSH WITH SURFACE AND STAMPED SCHRAGE
 NK0668'NO. 1 1938.  IT IS IN THE FENCE LINE ON S SIDE OF ROAD, 97.79
 NK0668'FEET SE OF THE STATION.  REFERENCE MARK NO. 2 IS 6 INCHES
 NK0668'ABOVE SURFACE AND STAMPED SCHRAGE NO. 2 1938.  IT IS IN THE
 NK0668'FENCE LINE ON S SIDE OF THE ROAD, 106.05 FEET SW OF THE STATION.
 NK0668'
 NK0668'THE AZIMUTH MARK IS 0.2 MILE W AND 0.3 MILE S OF THE STATION
 NK0668'IN THE FENCE LINE ON W SIDE OF THE ROAD, IN THE FRONT YARD
 NK0668'OF THE FARMHOUSE, 35 FEET W OF THE CENTER OF THE ROAD, 70
 NK0668'FEET S OF THE DRIVEWAY TO THE FARMYARD, 84 FEET ESE OF THE SE
 NK0668'CORNER OF THE FARMHOUSE.
 NK0668'
 NK0668'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NK0668
 NK0668                          STATION RECOVERY (1971)
 NK0668
 NK0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NK0668'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 NK0668'WERE RECOVERED IN GOOD CONDITION.  DUE TO AN OVERHEAD POWER
 NK0668'LINE A TOWER COULD NOT BE BUILT OVER THE STATION MARK.  REFERENCE
 NK0668'MARK 3 WAS ESTABLISHED AT THIS TIME AND THE OBSERVATIONS WERE
 NK0668'MADE FROM THIS POINT.  A DIFFERENCE OF .08 OF A FOOT SHORTER
 NK0668'IN THE DISTANCE TO REFERENCE MARK 1, .03 OF A FOOT SHORTER
 NK0668'TO REFERENCE MARK 2 WAS NOTED AND CONFIRMED AT THIS TIME.  A
 NK0668'DIFFERENCE OF 2 MINUTES AND 27 SECONDS LOWER WAS NOTED IN
 NK0668'THE DIRECTION TO REFERENCE MARK 1.  THE DIRECTION TO
 NK0668'REFERENCE MARK 2 CHECKED.  A NEW AND COMPLETE DESCRIPTION
 NK0668'FOLLOWS.
 NK0668'
 NK0668'THE STATION IS ABOUT 7 MILES SOUTHWEST OF GREENE, 7 MILES
 NK0668'NORTHWEST OF ALLISON AND 3-1/4 MILES NORTH-NORTHEAST OF
 NK0668'BRISTOW.  IT IS IN THE SOUTHWEST 1/4 OF SECTION 32, T. 93 N.,
 NK0668'R 17 W. AND ON PROPERTY OF MR. STANLEY ROOSE JR. WHO LIVES
 NK0668'AT THE STATION SITE.
 NK0668'
 NK0668'TO REACH THE STATION FROM THE POST OFFICE IN GREENE, GO WEST
 NK0668'ON FIRST STREET FOR 0.8 MILE TO A CROSSROAD.  TURN LEFT AND
 NK0668'GO SOUTH ON STATE HIGHWAY 14 FOR 6.0 MILES TO A CROSSROAD
 NK0668'AND A PHILLIPS 66 GAS STATION IN THE SOUTHWEST ANGLE OF THE
 NK0668'INTERSECTION.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR
 NK0668'3.9 MILES TO A DRIVEWAY ON THE RIGHT LEADING TO THE RESIDENCE
 NK0668'OF MR. ROOSE AND THE STATION.
 NK0668'
 NK0668'THE STATION MARK, A STANDARD DISK STAMPED SCHRAGE 1938, IS
 NK0668'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT 3 INCHES
 NK0668'BELOW THE GROUND SURFACE.  IT IS 94 FEET SOUTH-SOUTHEAST
 NK0668'OF THE SOUTHEAST CORNER OF A HOUSE, 48 FEET NORTH OF THE CENTER
 NK0668'OF THE GRAVELED ROAD, 29 FEET WEST OF THE CENTER OF THE DRIVEWAY,
 NK0668'19 FEET SOUTH-SOUTHWEST OF POWER LINE POLE NUMBER 1153 B 32
 NK0668'AND 7.5 FEET NORTHEAST OF A CEDAR TREE.
 NK0668'
 NK0668'REFERENCE MARK 1, A STANDARD DISK STAMPED SCHRAGE NO 1 1938,
 NK0668'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 NK0668'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 72 FEET
 NK0668'WEST OF A POWER LINE POLE, 33 FEET SOUTH OF THE CENTER OF THE
 NK0668'GRAVELED ROAD AND 0.5 OF A FOOT NORTH OF AN EAST-WEST WIRE
 NK0668'FENCE.
 NK0668'
 NK0668'REFERENCE MARK 2, A STANDARD DISK STAMPED SCHRAGE NO 2 1938,
 NK0668'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 NK0668'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET SOUTH
 NK0668'OF THE CENTER OF THE GRAVELED ROAD, 29 FEET WEST OF A POWER
 NK0668'LINE POLE WITH TRANSFORMER AND SET IN THE APPROXIMATE CENTER
 NK0668'OF THE EAST-WEST WIRE FENCE.
 NK0668'
 NK0668'REFERENCE MARK 3, A STANDARD DISK STAMPED SCHRAGE 1938 NO 3
 NK0668'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NK0668'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 22 FEET EAST
 NK0668'OF THE CENTER OF THE DRIVEWAY, 13.5 FEET NORTHEAST OF A METAL
 NK0668'WITNESS POST AND 11 FEET NORTH OF A WIRE FENCE.
 NK0668'
 NK0668'THE AZIMUTH MARK, A STANDARD DISK STAMPED SCHRAGE 1938, IS
 NK0668'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 NK0668'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 91 FEET
 NK0668'SOUTH OF THE CENTER OF A DRIVEWAY, 80.3 FEET EAST-SOUTHEAST
 NK0668'OF THE SOUTHEAST CORNER OF MR. H.H. DRALLES HOUSE AND 35
 NK0668'FEET WEST OF THE CENTER OF A GRAVELED ROAD.
 NK0668'
 NK0668'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 NK0668'GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND
 NK0668'GO SOUTH ON A GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON THE
 NK0668'RIGHT.
 NK0668'
 NK0668'R.M. 1 TO R.M. 2 OBSTRUCTED BY A POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0670 ***********************************************************************
 NK0670  DESIGNATION -  SCHRAGE RM 3
 NK0670  PID         -  NK0670
 NK0670  STATE/COUNTY-  IA/BUTLER
 NK0670  USGS QUAD   -  DUMONT NORTH (1972)
 NK0670
 NK0670                         *CURRENT SURVEY CONTROL
 NK0670  ___________________________________________________________________
 NK0670* NAD 83(1996)-  42 49 06.99309(N)    092 53 04.03334(W)     ADJUSTED  
 NK0670* NAVD 88     -       334.2    (meters)    1096.     (feet)  VERTCON   
 NK0670  ___________________________________________________________________
 NK0670  LAPLACE CORR-          -7.74  (seconds)                    DEFLEC99
 NK0670  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 NK0670
 NK0670  HORZ ORDER  -  FIRST
 NK0670
 NK0670.The horizontal coordinates were established by classical geodetic methods
 NK0670.and adjusted by the National Geodetic Survey in May 1999..
 NK0670
 NK0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0670
 NK0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0670
 NK0670.The geoid height was determined by GEOID03.
 NK0670
 NK0670;                    North         East     Units Scale Factor Converg.
 NK0670;SPC IA N     - 1,146,650.517 1,550,336.613   MT  0.99994883   +0 25 01.9
 NK0670;UTM  15      - 4,740,678.449   509,445.645   MT  0.99960110   +0 04 42.7
 NK0670
 NK0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0670!SPC IA N     -   0.99995249  x   0.99994883  =   0.99990132
 NK0670!UTM  15      -   0.99995249  x   0.99960110  =   0.99955361
 NK0670
 NK0670:                Primary Azimuth Mark                     Grid Az
 NK0670:SPC IA N     -  MARBLE ROCK MUN TANK                     005 13 50.2
 NK0670:UTM  15      -  MARBLE ROCK MUN TANK                     005 34 09.4
 NK0670
 NK0670|---------------------------------------------------------------------|
 NK0670| PID    Reference Object                     Distance      Geod. Az  |
 NK0670|                                                           dddmmss.s |
 NK0670| NK0658 MARBLE ROCK MUN TANK                APPROX.16.4 KM 0053852.1 |
 NK0670| NK0661 GREENE TV RELAY MAST                APPROX.14.2 KM 0220902.2 |
 NK0670| NK0657 GREENE WATER TANK                   APPROX.11.3 KM 0375340.5 |
 NK0670| NK0667 PACKARD HYGRADE PACKING MAST        APPROX.10.1 KM 0815400.8 |
 NK0670| CI7130 SCHRAGE RM 1                         23.269 METERS 17613     |
 NK0670| CI7129 SCHRAGE AZ MK                                      2163815.5 |
 NK0670| NK0668 SCHRAGE                              15.432 METERS 27452     |
 NK0670|---------------------------------------------------------------------|
 NK0670
 NK0670                          SUPERSEDED SURVEY CONTROL
 NK0670
 NK0670  NAD 83(1996)-  42 49 06.99315(N)    092 53 04.03334(W) AD(       ) 1
 NK0670  NAD 83(1986)-  42 49 06.98778(N)    092 53 04.02727(W) AD(       ) 1
 NK0670  NAD 27      -  42 49 07.07863(N)    092 53 03.30897(W) AD(       ) 1
 NK0670  NGVD 29 (07/19/86)  334.2    (m)         1096.     (f) VERT ANG       
 NK0670
 NK0670.Superseded values are not recommended for survey control.
 NK0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0670.See file dsdata.txt to determine how the superseded data were derived.
 NK0670
 NK0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH0944640678(NAD 83)
 NK0670_MARKER: DR = REFERENCE MARK DISK
 NK0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0670+STABILITY: SURFACE MOTION
 NK0670
 NK0670  HISTORY     - Date     Condition        Report By
 NK0670  HISTORY     - 1971     MONUMENTED       NGS
 NK0670
 NK0670                          STATION DESCRIPTION
 NK0670
 NK0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NK0670'NOTE--THIS STATION WAS ESTABLISHED DUE TO STATION SCHRAGE 1938
 NK0670'BEING UNDER A POWER LINE.
 NK0670'
 NK0670'THE STATION IS ABOUT 7 MILES SOUTHWEST OF GREENE, 7 MILES
 NK0670'NORTHWEST OF ALLISON AND 3-1/4 MILES NORTH-NORTHEAST OF BRISTOW.
 NK0670'IT IS IN THE SOUTHWEST 1/4 OF SECTION 32, T. 93 N., R. 17 W.
 NK0670'AND ON PROPERTY OF MR. STANLEY ROOSE JR. WHO LIVES AT THE STATION
 NK0670'SITE.
 NK0670'
 NK0670'TO REACH THE STATION FROM THE POST OFFICE IN GREENE, GO WEST
 NK0670'ON FIRST STREET FOR 0.8 MILE TO A CROSSROAD.  TURN LEFT AND GO
 NK0670'SOUTH ON STATE HIGHWAY 14 FOR 6.0 MILES TO A CROSSROAD AND A
 NK0670'PHILLIPS 66 GAS STATION IN THE SOUTHWEST ANGLE OF THE
 NK0670'INTERSECTION.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 3.9
 NK0670'MILES TO A DRIVEWAY ON THE RIGHT LEADING TO THE RESIDENCE
 NK0670'OF MR. ROOSE AND THE STATION.
 NK0670'
 NK0670'THE STATION MARK, A STANDARD REFERENCE DISK STAMPED SCHRAGE
 NK0670'1938 NO 3 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 NK0670'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 22
 NK0670'FEET EAST OF THE CENTER OF THE DRIVEWAY, 13.5 FEET NORTHEAST
 NK0670'OF A METAL WITNESS POST AND 11 FEET NORTH OF A WIRE FENCE.
 NK0670'
 NK0670'SCHRAGE 1938, A STANDARD STATION MARK DISK STAMPED SCHRAGE
 NK0670'1938, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 NK0670'3 INCHES BELOW THE GROUND SURFACE.  IT IS 94 FEET SOUTH-SOUTHEAST
 NK0670'OF THE SOUTHEAST CORNER OF A HOUSE, 48 FEET NORTH OF THE
 NK0670'CENTER OF THE GRAVELED ROAD, 29 FEET WEST OF THE CENTER
 NK0670'OF THE DRIVEWAY, 19 FEET SOUTH-SOUTHWEST OF POWER LINE POLE
 NK0670'NUMBER 1153 B 32 AND 7.5 FEET NORTHEAST OF A CEDAR TREE.
 NK0670'
 NK0670'REFERENCE MARK 1, A STANDARD DISK STAMPED SCHRAGE NO 1 1938,
 NK0670'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 NK0670'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 72 FEET WEST
 NK0670'OF A POWER LINE POLE, 33 FEET SOUTH OF THE CENTER OF THE GRAVELED
 NK0670'ROAD AND 0.5 OF A FOOT NORTH OF AN EAST-WEST WIRE FENCE.
 NK0670'
 NK0670'THE AZIMUTH MARK, A STANDARD DISK STAMPED SCHRAGE 1938, IS
 NK0670'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 NK0670'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 91 FEET SOUTH
 NK0670'OF THE CENTER OF A DRIVEWAY, 80.3 FEET EAST-SOUTHEAST OF THE
 NK0670'SOUTHEAST CORNER OF MR. H.H. DRALLES HOUSE AND 35 FEET WEST
 NK0670'OF THE CENTER OF A GRAVELED ROAD.
 NK0670'
 NK0670'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 NK0670'GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO
 NK0670'SOUTH ON THE GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON THE
 NK0670'RIGHT.
 NK0670'
 NK0670'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0797 ***********************************************************************
 OP0797  DESIGNATION -  SCHUCK
 OP0797  PID         -  OP0797
 OP0797  STATE/COUNTY-  IA/CLAY
 OP0797  USGS QUAD   -  ROYAL (1970)
 OP0797
 OP0797                         *CURRENT SURVEY CONTROL
 OP0797  ___________________________________________________________________
 OP0797* NAD 83(1996)-  43 04 07.39270(N)    095 18 18.28369(W)     ADJUSTED  
 OP0797* NAVD 88     -       432.5    (meters)    1419.     (feet)  VERTCON   
 OP0797  ___________________________________________________________________
 OP0797  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 OP0797  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 OP0797
 OP0797  HORZ ORDER  -  SECOND
 OP0797
 OP0797.The horizontal coordinates were established by classical geodetic methods
 OP0797.and adjusted by the National Geodetic Survey in May 1999..
 OP0797
 OP0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0797
 OP0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0797
 OP0797.The geoid height was determined by GEOID03.
 OP0797
 OP0797;                    North         East     Units Scale Factor Converg.
 OP0797;SPC IA N     - 1,175,820.849 1,352,991.872   MT  0.99996983   -1 13 24.2
 OP0797;UTM  15      - 4,771,024.844   312,322.851   MT  1.00003332   -1 34 28.3
 OP0797
 OP0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0797!SPC IA N     -   0.99993663  x   0.99996983  =   0.99990646
 OP0797!UTM  15      -   0.99993663  x   1.00003332  =   0.99996995
 OP0797
 OP0797|---------------------------------------------------------------------|
 OP0797| PID    Reference Object                     Distance      Geod. Az  |
 OP0797|                                                           dddmmss.s |
 OP0797| CO4500 SCHUCK RM 1                           8.624 METERS 05148     |
 OP0797| CO4499 SCHUCK AZ MK                                       0922216.1 |
 OP0797| OP0796 ROYAL MUN TANK                      APPROX. 1.6 KM 1052919.1 |
 OP0797| OP0798 SCHUCK RM 2                           8.755 METERS 30738     |
 OP0797|---------------------------------------------------------------------|
 OP0797
 OP0797                          SUPERSEDED SURVEY CONTROL
 OP0797
 OP0797  NAD 83(1996)-  43 04 07.39270(N)    095 18 18.28369(W) AD(       ) 2
 OP0797  NAD 83(1986)-  43 04 07.38985(N)    095 18 18.27578(W) AD(       ) 2
 OP0797  NAD 27      -  43 04 07.48274(N)    095 18 17.26634(W) AD(       ) 2
 OP0797  NGVD 29 (07/19/86)  432.3    (m)         1418.     (f) VERT ANG       
 OP0797
 OP0797.Superseded values are not recommended for survey control.
 OP0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0797.See file dsdata.txt to determine how the superseded data were derived.
 OP0797
 OP0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1232371025(NAD 83)
 OP0797_MARKER: DS = TRIANGULATION STATION DISK
 OP0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0797_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0797
 OP0797  HISTORY     - Date     Condition        Report By
 OP0797  HISTORY     - 1971     MONUMENTED       NGS
 OP0797
 OP0797                          STATION DESCRIPTION
 OP0797
 OP0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0797'THE STATION IS LOCATED 6.5 MILES SOUTH OF EVERLY, 1.5 MILE WEST
 OP0797'OF ROYAL, 0.05 MILE WEST OF DRIVEWAY LEADING TO FARM HOUSE OF
 OP0797'BERNARD SCHUCK, ON RIGHT-OF-WAY OF COUNTY ROUTE B 40, IN THE
 OP0797'SOUTHWEST CORNER OF SECTION 2, T 95 N, R 38 W.
 OP0797'
 OP0797'TO REACH THE STATION FROM THE ROYAL POST OFFICE, GO WEST ON
 OP0797'THE MAIN STREET FOR 0.25 MILE TO A T-INTERSECTION.  TURN RIGHT
 OP0797'AND GO NORTH ON THE PAVED ROAD FOR 0.25 MILE TO A CROSSROAD.
 OP0797'TURN LEFT AND GO WEST ON ROUTE B 40 FOR 0.3 MILE TO A FIELD
 OP0797'ENTRANCE LEFT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE WEST
 OP0797'ON ROUTE B 40 FOR 0.5 MILE TO A FIELD ENTRANCE RIGHT AND THE
 OP0797'STATION AS DESCRIBED.
 OP0797'
 OP0797'THE STATION MARKS ARE STANDARD DISKS STAMPED SCHUCK 1971.
 OP0797'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP0797'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 36.5
 OP0797'FEET NORTH OF THE CENTER OF THE HIGHWAY, 19.7 FEET SOUTH OF A
 OP0797'FENCE, 19.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, AND
 OP0797'11.5 FEET EAST OF THE CENTER OF THE FIELD ENTRANCE.  THE
 OP0797'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OP0797'CONCRETE ABOUT 42 INCHES BELOW THE SURFACE.
 OP0797'
 OP0797'REFERENCE MARK 1, A STANDARD DISK STAMPED SCHUCK NO 1 1971,
 OP0797'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0797'WHICH IS FLUSH WITH THE GROUND.  IT IS 54 FEET NORTH OF THE
 OP0797'CENTER OF THE HIGHWAY, 31 FEET EAST OF THE CENTER OF THE FIELD
 OP0797'ENTRANCE, 16.8 FEET EAST OF A METAL WITNESS POST, AND 1.0 FOOT
 OP0797'SOUTH OF THE FENCE.
 OP0797'
 OP0797'REFERENCE MARK 2, A STANDARD DISK STAMPED SCHUCK NO 2 1971,
 OP0797'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0797'WHICH IS FLUSH WITH THE GROUND.  IT IS 54 FEET NORTH OF THE
 OP0797'CENTER OF THE HIGHWAY, 28.4 FEET WEST OF THE WITNESS POST, 2.5
 OP0797'FEET WEST-SOUTHWEST OF A GATE POST, AND 1.5 FEET SOUTH OF THE
 OP0797'FENCE.
 OP0797'
 OP0797'THE AZIMUTH MARK, A STANDARD DISK STAMPED SCHUCK 1971, IS SET
 OP0797'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OP0797'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 52 FEET SOUTH OF THE
 OP0797'CENTER OF THE HIGHWAY, 12 FEET WEST OF THE CENTER OF A FIELD
 OP0797'ENTRANCE, 2.4 FEET NORTHWEST OF A METAL WITNESS POST, AND 1.5
 OP0797'FEET NORTH OF A FENCE.
 OP0797'
 OP0797'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0798 ***********************************************************************
 OP0798  DESIGNATION -  SCHUCK RM 2
 OP0798  PID         -  OP0798
 OP0798  STATE/COUNTY-  IA/CLAY
 OP0798  USGS QUAD   -  ROYAL (1970)
 OP0798
 OP0798                         *CURRENT SURVEY CONTROL
 OP0798  ___________________________________________________________________
 OP0798* NAD 83(1996)-  43 04 07.56594(N)    095 18 18.59014(W)     ADJUSTED  
 OP0798* NAVD 88     -       431.7    (meters)    1416.     (feet)  VERTCON   
 OP0798  ___________________________________________________________________
 OP0798  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 OP0798  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 OP0798
 OP0798  HORZ ORDER  -  SECOND
 OP0798
 OP0798.The horizontal coordinates were established by classical geodetic methods
 OP0798.and adjusted by the National Geodetic Survey in May 1999..
 OP0798
 OP0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0798
 OP0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0798
 OP0798.The geoid height was determined by GEOID03.
 OP0798
 OP0798;                    North         East     Units Scale Factor Converg.
 OP0798;SPC IA N     - 1,175,826.342 1,352,985.054   MT  0.99996984   -1 13 24.4
 OP0798;UTM  15      - 4,771,030.378   312,316.067   MT  1.00003335   -1 34 28.6
 OP0798
 OP0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0798!SPC IA N     -   0.99993676  x   0.99996984  =   0.99990660
 OP0798!UTM  15      -   0.99993676  x   1.00003335  =   0.99997011
 OP0798
 OP0798|---------------------------------------------------------------------|
 OP0798| PID    Reference Object                     Distance      Geod. Az  |
 OP0798|                                                           dddmmss.s |
 OP0798| OP0797 SCHUCK                                8.755 METERS 12738     |
 OP0798| OP0800 MELLO                               APPROX. 5.6 KM 2685030.6 |
 OP0798|---------------------------------------------------------------------|
 OP0798
 OP0798                          SUPERSEDED SURVEY CONTROL
 OP0798
 OP0798  NAD 83(1996)-  43 04 07.56594(N)    095 18 18.59014(W) AD(       ) 2
 OP0798  NAD 83(1986)-  43 04 07.56314(N)    095 18 18.58232(W) AD(       ) 2
 OP0798  NAD 27      -  43 04 07.65607(N)    095 18 17.57293(W) AD(       ) 2
 OP0798  NGVD 29 (07/19/86)  431.5    (m)         1416.     (f) VERT ANG       
 OP0798
 OP0798.Superseded values are not recommended for survey control.
 OP0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0798.See file dsdata.txt to determine how the superseded data were derived.
 OP0798
 OP0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1231671030(NAD 83)
 OP0798_MARKER: DR = REFERENCE MARK DISK
 OP0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0798+STABILITY: SURFACE MOTION
 OP0798
 OP0798  HISTORY     - Date     Condition        Report By
 OP0798  HISTORY     - 1971     MONUMENTED       NGS
 OP0798
 OP0798                          STATION DESCRIPTION
 OP0798
 OP0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0798'THE STATION IS LOCATED 6.5 MILES SOUTH OF EVERLY, 1.5 MILES
 OP0798'WEST OF ROYAL, 0.05 MILE WEST OF DRIVEWAY LEADING TO THE FARM
 OP0798'HOUSE OF BERNARD SCHUCK, ON RIGHT-OF-WAY OF COUNTY ROUTE B
 OP0798'40, IN THE SOUTHWEST CORNER OF SECTION 2, T 95 N, R 38 W.
 OP0798'
 OP0798'TO REACH THE STATION FROM THE ROYAL POST OFFICE, GO WEST ON THE
 OP0798'MAIN STREET FOR 0.25 MILE TO A T-INTERSECTION.  TURN RIGHT AND
 OP0798'GO NORTH ON THE PAVED ROAD FOR 0.25 MILE TO A CROSSROAD.  TURN
 OP0798'LEFT AND GO WEST ON COUNTY ROUTE B 40 FOR 0.8 MILE TO A FIELD
 OP0798'ENTRANCE RIGHT AND THE STATION AS DESCRIBED.
 OP0798'
 OP0798'STATION MARK, A STANDARD REFERENCE DISK STAMPED SCHUCK NO 2 1971,
 OP0798'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OP0798'IS FLUSH WITH THE GROUND.  IT IS 54 FEET NORTH OF THE CENTER OF THE
 OP0798'HIGHWAY, 28.4 FEET WEST OF A METAL WITNESS POST, 2.5 FEET
 OP0798'WEST-SOUTHWEST OF A GATE POST AND 1.5 FEET SOUTH OF A FENCE.
 OP0798'
 OP0798'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0814 ***********************************************************************
 NJ0814  DESIGNATION -  SCHUG
 NJ0814  PID         -  NJ0814
 NJ0814  STATE/COUNTY-  IA/FAYETTE
 NJ0814  USGS QUAD   -  ARLINGTON (1965)
 NJ0814
 NJ0814                         *CURRENT SURVEY CONTROL
 NJ0814  ___________________________________________________________________
 NJ0814* NAD 83(1996)-  42 39 28.21277(N)    091 44 47.34960(W)     ADJUSTED  
 NJ0814* NAVD 88     -       353.     (meters)    1158.     (feet)  SCALED    
 NJ0814  ___________________________________________________________________
 NJ0814  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 NJ0814  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 NJ0814
 NJ0814  HORZ ORDER  -  FIRST
 NJ0814
 NJ0814.The horizontal coordinates were established by classical geodetic methods
 NJ0814.and adjusted by the National Geodetic Survey in May 1999..
 NJ0814
 NJ0814.The orthometric height was scaled from a topographic map.
 NJ0814
 NJ0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0814
 NJ0814.The geoid height was determined by GEOID03.
 NJ0814
 NJ0814;                    North         East     Units Scale Factor Converg.
 NJ0814;SPC IA N     - 1,130,099.353 1,643,755.892   MT  0.99994538   +1 11 18.4
 NJ0814;UTM  15      - 4,723,580.905   602,737.646   MT  0.99972986   +0 50 58.1
 NJ0814
 NJ0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0814!SPC IA N     -   0.99994945  x   0.99994538  =   0.99989483
 NJ0814!UTM  15      -   0.99994945  x   0.99972986  =   0.99967932
 NJ0814
 NJ0814:                Primary Azimuth Mark                     Grid Az
 NJ0814:SPC IA N     -  ARLINGTON ST JOHNS LUTH CH TWR           029 23 07.7
 NJ0814:UTM  15      -  ARLINGTON ST JOHNS LUTH CH TWR           029 43 28.0
 NJ0814
 NJ0814|---------------------------------------------------------------------|
 NJ0814| PID    Reference Object                     Distance      Geod. Az  |
 NJ0814|                                                           dddmmss.s |
 NJ0814| NJ0812 ARLINGTON ST JOHNS LUTH CH TWR      APPROX.11.5 KM 0303426.1 |
 NJ0814| CI7132 SCHUG AZ MK                                        0920952.6 |
 NJ0814| NJ0806 LAMONT MUNICIPAL TANK               APPROX.10.8 KM 1264431.8 |
 NJ0814| CI7133 SCHUG RM 1                           20.056 METERS 17154     |
 NJ0814| NJ0766 WINTHROP MUNICIPAL TANK             APPROX.20.2 KM 1770501.0 |
 NJ0814| CI7134 SCHUG RM 2                           22.214 METERS 27020     |
 NJ0814|---------------------------------------------------------------------|
 NJ0814
 NJ0814                          SUPERSEDED SURVEY CONTROL
 NJ0814
 NJ0814  NAD 83(1996)-  42 39 28.21254(N)    091 44 47.34885(W) AD(       ) 1
 NJ0814  NAD 83(1986)-  42 39 28.20202(N)    091 44 47.34989(W) AD(       ) 1
 NJ0814  NAD 27      -  42 39 28.27030(N)    091 44 46.77400(W) AD(       ) 1
 NJ0814
 NJ0814.Superseded values are not recommended for survey control.
 NJ0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0814.See file dsdata.txt to determine how the superseded data were derived.
 NJ0814
 NJ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0273823581(NAD 83)
 NJ0814_MARKER: DS = TRIANGULATION STATION DISK
 NJ0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0814
 NJ0814  HISTORY     - Date     Condition        Report By
 NJ0814  HISTORY     - 1935     MONUMENTED       CGS
 NJ0814  HISTORY     - 1963     SEE DESCRIPTION  USGS
 NJ0814  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NJ0814  HISTORY     - 1965     SEE DESCRIPTION  USGS
 NJ0814
 NJ0814                          STATION DESCRIPTION
 NJ0814
 NJ0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0814'THIS STATION IS ABOUT 9 MILES ESE OF OELWEIN, ABOUT 7-1/2 MILES
 NJ0814'SW OF ARLINGTON, AND ABOUT 7 MILES NW OF LAMONT, IN THE SE 1/4
 NJ0814'OF SEC. 26, T 91 N, R 8 W, ON THE GROUNDS OF THE SCHUG SCHOOL,
 NJ0814'2.0 MILES S OF IOWA HIGHWAY 10.  THE STATION MARK IS AT THE S SIDE
 NJ0814'OF THE SCHOOL GROUNDS, 135 FEET W OF CENTER LINE OF N-S ROAD,
 NJ0814'33 FEET N OF CENTER LINE OF E-W ROAD, 30.5 FEET SSW OF THE SW
 NJ0814'CORNER OF CONCRETE FOUNDATION OF SCHOOL BUILDING, 39.9 FEET
 NJ0814'SW OF THE SE CORNER OF FOUNDATION, 14.4 FEET SW OF FLAGPOLE,
 NJ0814'71 FEET E OF FENCE CORNER AT SW CORNER OF SCHOOL GROUNDS, 33
 NJ0814'FEET SE OF DOUBLE TRUNK WILLOW TREE.  THE MARK IS FLUSH WITH
 NJ0814'THE GROUND.
 NJ0814'
 NJ0814'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NJ0814'BRONZE DISKS SET IN CONCRETE.
 NJ0814'
 NJ0814'REFERENCE MARK NO. 1 IS S AND ACROSS ROAD FROM STATION, 39 FEET
 NJ0814'S OF CENTER LINE OF ROAD, 1 FOOT N OF S RIGHT-OF-WAY FENCE LINE.
 NJ0814'THE MARK IS FLUSH WITH THE GROUND.  REFERENCE MARK NO. 2 IS W
 NJ0814'OF THE STATION, 2 FEET W OF FENCE CORNER AT SW CORNER OF SCHOOL
 NJ0814'GROUNDS, 33 FEET N OF CENTER LINE OF ROAD, 1 FOOT S OF N
 NJ0814'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 3 INCHES.
 NJ0814'
 NJ0814'THE AZIMUTH MARK IS E OF THE STATION AT S SIDE OF ROAD, DIRECTLY
 NJ0814'S AND ACROSS ROAD FROM WHITE HOUSE AND RED BARN, 6 FEET W OF
 NJ0814'GATEPOST OF GATE OPENING INTO CULTIVATED FIELD, 6 INCHES N OF S
 NJ0814'RIGHT-OF-WAY FENCE LINE, 22 FEET S OF CENTER LINE OF ROAD.
 NJ0814'THE MARK IS FLUSH WITH THE GROUND.
 NJ0814'
 NJ0814'TO REACH THE STATION FROM THE JUNCTION OF IOWA 10 AND IOWA 11
 NJ0814'IN OELWEIN, GO E ON 10, 8.75 MILES TO CROSSROADS, THENCE S ON
 NJ0814'DIRT ROAD 2.0 MILES TO CROSSROADS, SCHUG SCHOOL AND STATION IN
 NJ0814'NW ANGLE.
 NJ0814'
 NJ0814'A 100-FOOT SIGNAL AT MACHINE IS VISIBLE AT 64 FEET.
 NJ0814'
 NJ0814'AN 87-FOOT SIGNAL AT ARLINGTON IS VISIBLE AT 20 FEET.
 NJ0814'
 NJ0814'AN 87-FOOT SIGNAL AT YEAROUS IS VISIBLE AT THE GROUND.
 NJ0814'
 NJ0814'A 100-FOOT SIGNAL AT YONDA IS VISIBLE AT 64 FEET.
 NJ0814'
 NJ0814'AN 87-FOOT SIGNAL AT KING 1934 IS VISIBLE AT 77 FEET.
 NJ0814'
 NJ0814'AN 87-FOOT SIGNAL AT CENTENARY IS VISIBLE AT 77 FEET.
 NJ0814
 NJ0814                          STATION RECOVERY (1963)
 NJ0814
 NJ0814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NJ0814'STATION HAS BEEN DESTROYED.  MARK WAS FOUND IN DITCH.  R.M. 2
 NJ0814'HAS BEEN SLIGHTLY DISTURBED, BUT 3/4 OUT OF GROUND.  R.M. 1
 NJ0814'HAS BEEN RECOVERED - OK.
 NJ0814
 NJ0814                          STATION RECOVERY (1964)
 NJ0814
 NJ0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NJ0814'THE SURFACE STATION MARK HAD BEEN DISPLACED AND REFERENCE MARK
 NJ0814'NO. 2 WAS TILTED SLIGHTLY TO THE EAST AND SOUTH.  BUT WAS SOLID
 NJ0814'IN THE GROUND.  THE UNDERGROUND STATION MARK WAS RECOVERED AND
 NJ0814'LOWERED AND A NEW SURFACE STATION WAS ESTABLISHED.  A COMPLETE
 NJ0814'DESCRIPTION FOLLOWS.
 NJ0814'
 NJ0814'STATION IS LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF OELWEIN,
 NJ0814'7-1/2 MILES SOUTHWEST OF ARLINGTON, AND ABOUT 7 MILES NORTHWEST
 NJ0814'OF LAMONT, IN THE SE 1/4 OF SEC. 26, T. 91 N., R 8 W. IN THE
 NJ0814'AREA OF WHICH WAS FORMERLY THE SCHUG SCHOOL, 140 FEET
 NJ0814'WEST-NORTHWEST OF THE CENTER OF INTERSECTION OF GRAVEL
 NJ0814'CROSSROADS, 137 FEET WEST OF THE CENTER OF NORTH-SOUTH GRAVEL
 NJ0814'ROAD, 101 FEET WEST OF A FENCE CORNER AND POWER POLE WITH
 NJ0814'USBM 1159.2 PAINTED ON IT IN WHITE, AND 1.5 FEET WEST OF A
 NJ0814'NEW STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 NJ0814'DISK IS STAMPED SCHUG 1935 - 1964.
 NJ0814'
 NJ0814'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND
 NJ0814'150 IN OELWEIN, GO EAST ON STATE HIGHWAY 3 FOR 8.8 MILES TO
 NJ0814'CROSSROADS.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 2.0
 NJ0814'MILES TO CROSSROADS AND THE STATION AS DESCRIBED.
 NJ0814'
 NJ0814'REFERENCE MARK NO. 1 IS 65.80 FEET SOUTH OF THE STATION, 35 FEET
 NJ0814'SOUTH OF THE CENTERLINE OF EAST-WEST GRAVEL ROAD, AND 1 FOOT SOUTH
 NJ0814'OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NJ0814'SCHUG NO 1 1935.
 NJ0814'
 NJ0814'REFERENCE MARK NO. 2 IS 72.88 FEET WEST OF THE STATION, 30 FEET
 NJ0814'NORTH OF THE CENTERLINE OF GRAVEL ROAD, AND 4 FEET SOUTH OF A
 NJ0814'FENCE.  THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED
 NJ0814'SCHUG NO 2 1935.
 NJ0814'
 NJ0814'AZIMUTH MARK IS 0.45 MILE EAST OF THE STATION, 30 FEET SOUTH OF
 NJ0814'THE CENTERLINE OF AN EAST-WEST GRAVEL ROAD, 6 FEET WEST OF THE
 NJ0814'WEST GATE POST, 2 FEET NORTH OF A FENCE, AND 1 FOOT WEST OF A
 NJ0814'STEEL POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NJ0814'SCHUG 1935 AZIMUTH.
 NJ0814'
 NJ0814'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.45
 NJ0814'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NJ0814'
 NJ0814'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NJ0814
 NJ0814                          STATION RECOVERY (1965)
 NJ0814
 NJ0814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NJ0814'STATION RECOVERED.
 NJ0814'
 NJ0814'THIS TRIANGULATION STATION WAS REPORTED DESTROYED IN 1963.
 NJ0814'THE STATION MARK WAS FOUND IN PLACE AND THE TABLET STAMPED
 NJ0814'SCHUG 1935 RESET 1964.
 NJ0814'
 NJ0814'ALL REFERENCE MARKS AND AZIMUTH MARK FOUND TO BE GOOD.
 NJ0814'
 NJ0814'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION IS ABOUT
 NJ0814'9 MILES EAST-SOUTHEAST OF OELWEIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1632 ***********************************************************************
 NM1632  DESIGNATION -  SCHULZ RESET
 NM1632  PID         -  NM1632
 NM1632  STATE/COUNTY-  IA/PLYMOUTH
 NM1632  USGS QUAD   -  UNION CENTER NW (1985)
 NM1632
 NM1632                         *CURRENT SURVEY CONTROL
 NM1632  ___________________________________________________________________
 NM1632* NAD 83(1996)-  42 41 33.26805(N)    096 09 01.19971(W)     ADJUSTED  
 NM1632* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 NM1632  ___________________________________________________________________
 NM1632  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 NM1632  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 NM1632
 NM1632  HORZ ORDER  -  SECOND
 NM1632
 NM1632.The horizontal coordinates were established by classical geodetic methods
 NM1632.and adjusted by the National Geodetic Survey in May 1999..
 NM1632
 NM1632.The orthometric height was scaled from a topographic map.
 NM1632
 NM1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1632
 NM1632.The geoid height was determined by GEOID03.
 NM1632
 NM1632;                    North         East     Units Scale Factor Converg.
 NM1632;SPC IA N     - 1,135,871.023 1,282,862.389   MT  0.99994546   -1 47 46.5
 NM1632;UTM  14      - 4,730,614.530   733,434.164   MT  1.00027046   +1 55 59.3
 NM1632
 NM1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1632!SPC IA N     -   0.99994029  x   0.99994546  =   0.99988576
 NM1632!UTM  14      -   0.99994029  x   1.00027046  =   1.00021074
 NM1632
 NM1632:                Primary Azimuth Mark                     Grid Az
 NM1632:SPC IA N     -  SCHULZ AZ MK                             042 21 32.6
 NM1632:UTM  14      -  SCHULZ AZ MK                             038 37 46.8
 NM1632
 NM1632|---------------------------------------------------------------------|
 NM1632| PID    Reference Object                     Distance      Geod. Az  |
 NM1632|                                                           dddmmss.s |
 NM1632| CO4501 SCHULZ AZ MK                                       0403346.1 |
 NM1632| CO4502 SCHULZ AZ MK RESET                                 0924029.4 |
 NM1632| CO4503 SCHULZ RM 1                          15.837 METERS 16410     |
 NM1632| CO4505 SCHULZ RM 3                          20.495 METERS 16747     |
 NM1632| CO4504 SCHULZ RM 2                          24.085 METERS 26936     |
 NM1632| CO4506 SCHULZ RM 4                          16.328 METERS 27028     |
 NM1632| NM1619 LE MARS MUNICIPAL TANK              APPROX.10.5 KM 3553803.9 |
 NM1632| NM1620 LE MARS ST JOSEPH CATH CH           APPROX.11.2 KM 3570308.4 |
 NM1632|---------------------------------------------------------------------|
 NM1632
 NM1632                          SUPERSEDED SURVEY CONTROL
 NM1632
 NM1632  NAD 83(1996)-  42 41 33.26808(N)    096 09 01.19970(W) AD(       ) 2
 NM1632  NAD 83(1996)-  42 41 33.26776(N)    096 09 01.19990(W) AD(       ) 2
 NM1632  NAD 83(1996)-  42 41 33.26746(N)    096 09 01.19855(W) AD(       ) 2
 NM1632  NAD 83(1986)-  42 41 33.26968(N)    096 09 01.19599(W) AD(       ) 2
 NM1632  NAD 27      -  42 41 33.30400(N)    096 09 00.11700(W) AD(       ) 2
 NM1632
 NM1632.Superseded values are not recommended for survey control.
 NM1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1632.See file dsdata.txt to determine how the superseded data were derived.
 NM1632
 NM1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3343430615(NAD 83)
 NM1632_MARKER: DS = TRIANGULATION STATION DISK
 NM1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1632
 NM1632  HISTORY     - Date     Condition        Report By
 NM1632  HISTORY     - 1934     MONUMENTED       CGS
 NM1632  HISTORY     - 1950     GOOD             CGS
 NM1632  HISTORY     - 1957     GOOD             USGS
 NM1632  HISTORY     - 1960     SEE DESCRIPTION  CGS
 NM1632
 NM1632                          STATION DESCRIPTION
 NM1632
 NM1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM1632'STATION IS LOCATED ABOUT 7 MILES EAST AND SOUTH OF MERRILL,
 NM1632'IN SOUTHWEST QUARTER OF SE. 13, T. 91 N., R. 45 W., ON THE NORTH
 NM1632'SIDE OF A COUNTY ROAD, ABOUT 0.2 MILE EAST OF MR. SCHULZ HOUSE.
 NM1632'MARK IS PLACED 2 FEET SOUTH OF NORTH RIGHT-OF-WAY ROAD FENCE,
 NM1632'24.5 FEET WEST OF GATE TO ALFALFA FIELD AND 25 FEET NORTH
 NM1632'OF CENTERLINE OF ROAD.
 NM1632'
 NM1632'TO REACH FROM MERRILL RAILROAD DEPOT, GO EAST ON COUNTY ROAD
 NM1632'M FOR 4.6 MILES TO ITS INTERSECTION WITH COUNTY ROAD P, THENCE
 NM1632'SOUTH ON ROAD P FOR 2.0 MILES TO DIRT ROAD EAST, GO EAST 0.2
 NM1632'MILE TO TOP OF RISE AND STATION ON NORTH SIDE OF ROAD.
 NM1632'
 NM1632'REFERENCE MARK NO. 1 IS 15.837 METERS (51.96 FEET) SOUTHEAST
 NM1632'OF STATION, ON OPPOSITE SIDE OF ROAD FROM STATION AND SET
 NM1632'IN SOUTH RIGHT-OF-WAY FENCE, DIRT ROAD, 23 FEET SOUTH OF
 NM1632'CENTERLINE OF ROAD.
 NM1632'
 NM1632'REFERENCE MARK NO. 2 IS 24.085 METERS (79.02 FEET) WEST OF
 NM1632'STATION, 25 FEET NORTH OF CENTERLINE OF DIRT ROAD, SET IN
 NM1632'NORTH RIGHT-OF-WAY FENCE LINE.
 NM1632'
 NM1632'AZIMUTH MARK IS 1.0 MILE AIRLINE NORTHEAST OF STATION.  TO
 NM1632'REACH FROM STATION, GO EAST ON DIRT ROAD PAST STATION FOR
 NM1632'0.7 MILE, THENCE NORTH 0.85 MILE TO MARK ON WEST SIDE OF
 NM1632'ROAD.  MARK IS SET IN NORTH-SOUTH FENCE LINE, 3 FEET SOUTHWEST
 NM1632'OF TELEPHONE POLE AND 25 FEET WEST OF CENTERLINE OF ROAD.
 NM1632'
 NM1632'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 NM1632
 NM1632                          STATION RECOVERY (1950)
 NM1632
 NM1632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM1632'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1632'TO BE IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 NM1632'DIRECTION TO REFERENCE MARK NO. 2.  ORIGINAL DESCRIPTION
 NM1632'IS ADEQUATE.
 NM1632
 NM1632                          STATION RECOVERY (1957)
 NM1632
 NM1632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 NM1632'THIS STATION HAS BEEN ERRONEOUSLY DESCRIBED IN SEC. 13.  STATION
 NM1632'IS LOCATED IN SEC. 15.  GROUND AROUND STATION HAS BEEN EXCAVATED
 NM1632'AND MARK PROJECTS ABOUT 2 FEET.
 NM1632'
 NM1632'REFERENCE MARK 1 HAS BEEN DISTURBED AND PROJECTS ABOUT 1.5
 NM1632'FEET.
 NM1632'
 NM1632'REFERENCE MARK 2 IS OKAY BUT DIRT HAS BEEN EXCAVATED AND IT
 NM1632'PROJECTS ABOUT 2 FEET.  AZIMUTH MARK HAS BEEN DESTROYED
 NM1632'AND IS LAYING AT SITE.
 NM1632
 NM1632                          STATION RECOVERY (1960)
 NM1632
 NM1632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NM1632'STATION WAS RECOVERED AS DESCRIBED. THE SURFACE STATION MARK
 NM1632'WAS EXPOSED WITH THE DIRT GRADED AWAY FROM IT, AND THE REFERENCE
 NM1632'AND AZIMUTH MARKS HAD BEEN DISPLACED BY GRADING OPERATIONS.
 NM1632'THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION
 NM1632'AND LOWERED AND THE SURFACE STATION MARK WAS REPLACED.  TWO
 NM1632'REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.  A
 NM1632'COMPLETE DESCRIPTION FOLLOWS.
 NM1632'
 NM1632'STATION IS LOCATED ABOUT 7 MILES SOUTH OF LE MARS, 5 MILES
 NM1632'EAST-SOUTHEAST OF MERRILL, AND 1/4 MILE EAST OF COUNTY ROAD P
 NM1632'IN THE SW 1/4 OF SEC. 13, T. 91 N., R. 45 W ALONG THE NORTH
 NM1632'SIDE OF A COUNTY MACADAM ROAD, 72 FEET NORTH-NORTHWEST OF A
 NM1632'WEST GATE POST IN A FENCE ON THE SOUTH SIDE OF ROAD, 55 FEET
 NM1632'EAST OF A TELEPHONE POLE, 42 FEET WEST OF THE CENTER OF A
 NM1632'FIELD ENTRANCE, 32 FEET NORTH OF THE CENTER OF A MACADAM ROAD,
 NM1632'AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST.  THE MARK
 NM1632'PROJECTS 4 INCHES AND THE DISK IS STAMPED SCHULZ 1934.
 NM1632'
 NM1632'TO REACH THE STATION FROM THE POST OFFICE IN LE MARS, GO WEST
 NM1632'1 BLOCK TO CENTRAL AVENUE.  TURN LEFT AND GO SOUTH ON CENTRAL
 NM1632'AVENUE FOR 1.2 MILES TO 12TH ST. S.E. TURN LEFT AND GO EAST
 NM1632'ON 12TH ST. S.E. FOR 0.6 MILE TO PLYMOUTH COUNTY ROAD P RIGHT.
 NM1632'TURN RIGHT AND GO SOUTH ON COUNTY ROAD P FOR 6.0 MILES TO A
 NM1632'MACADAM ROAD LEFT.  TURN LEFT AND GO EAST ON MACADAM ROAD FOR
 NM1632'0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NM1632'
 NM1632'REFERENCE MARK NO. 3 IS 67.24 FEET SOUTH-SOUTHEAST OF THE
 NM1632'STATION, 34 FEET SOUTH OF THE CENTER OF MACADAM ROAD, 31 FEET
 NM1632'WEST OF THE CENTER OF GATE, AND 16 FEET WEST OF WEST GATE
 NM1632'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NM1632'SCHULZ NO. 3 1934.  MARK IS 1 FOOT NORTH OF FENCE.
 NM1632'
 NM1632'REFERENCE MARK NO. 4 IS 53.57 FEET WEST OF THE STATION, 32
 NM1632'FEET NORTH OF THE CENTER OF MACADAM ROAD, AND 2 FEET EAST OF
 NM1632'A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 NM1632'STAMPED SCHULZ NO 4 1934.
 NM1632'
 NM1632'AZIMUTH MARK (RESET) IS 0.25 MILE EAST OF THE STATION, 33 FEET
 NM1632'SOUTH OF THE CENTER OF MACADAM ROAD, 2 FEET WEST OF A FENCE
 NM1632'T-INTERSECTION, 1 FOOT NORTH OF FENCE, AND 1 FOOT NORTHEAST
 NM1632'OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES
 NM1632'AND THE DISK IS STAMPED SCHULZ 1934 AZI RESET 1960.
 NM1632'
 NM1632'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON MACADAM
 NM1632'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0706 ***********************************************************************
 NK0706  DESIGNATION -  SCHULZE
 NK0706  PID         -  NK0706
 NK0706  STATE/COUNTY-  IA/STORY
 NK0706  USGS QUAD   -  COLO (1975)
 NK0706
 NK0706                         *CURRENT SURVEY CONTROL
 NK0706  ___________________________________________________________________
 NK0706* NAD 83(1996)-  42 04 51.47443(N)    093 15 23.42902(W)     ADJUSTED  
 NK0706* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 NK0706  ___________________________________________________________________
 NK0706  LAPLACE CORR-          -9.34  (seconds)                    DEFLEC99
 NK0706  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 NK0706
 NK0706  HORZ ORDER  -  FIRST
 NK0706
 NK0706.The horizontal coordinates were established by classical geodetic methods
 NK0706.and adjusted by the National Geodetic Survey in May 1999..
 NK0706
 NK0706.The orthometric height was scaled from a topographic map.
 NK0706
 NK0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0706
 NK0706.The geoid height was determined by GEOID03.
 NK0706
 NK0706;                    North         East     Units Scale Factor Converg.
 NK0706;SPC IA N     - 1,064,560.602 1,520,147.820   MT  0.99999744   +0 09 54.1
 NK0706;UTM  15      - 4,658,797.581   478,783.556   MT  0.99960554   -0 10 18.9
 NK0706
 NK0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0706!SPC IA N     -   0.99995104  x   0.99999744  =   0.99994848
 NK0706!UTM  15      -   0.99995104  x   0.99960554  =   0.99955660
 NK0706
 NK0706:                Primary Azimuth Mark                     Grid Az
 NK0706:SPC IA N     -  COLO WATER TANK                          213 58 03.0
 NK0706:UTM  15      -  COLO WATER TANK                          214 18 16.0
 NK0706
 NK0706|---------------------------------------------------------------------|
 NK0706| PID    Reference Object                     Distance      Geod. Az  |
 NK0706|                                                           dddmmss.s |
 NK0706| NK0707 COLO WATER TANK                     APPROX. 8.4 KM 2140757.1 |
 NK0706| NK0710 NEVADA SANITARIUM WATER TANK        APPROX.17.9 KM 2434200.9 |
 NK0706| NK0709 NEVADA POWER PLANT CHIMNEY          APPROX.18.2 KM 2465011.5 |
 NK0706| NK0708 NEVADA STORY COUNTY COURTHOUSE      APPROX.17.6 KM 2473530.3 |
 NK0706| NK0712 NEVADA MUNICIPAL TANK               APPROX.17.2 KM 2484200.4 |
 NK0706| NK0711 FURNAS                              APPROX.15.7 KM 2774749.0 |
 NK0706| NK0702 ZEARING WATER TANK                  APPROX. 9.9 KM 3402219.9 |
 NK0706|---------------------------------------------------------------------|
 NK0706
 NK0706                          SUPERSEDED SURVEY CONTROL
 NK0706
 NK0706  NAD 83(1986)-  42 04 51.47803(N)    093 15 23.43004(W) AD(       ) 1
 NK0706  NAD 27      -  42 04 51.52400(N)    093 15 22.69200(W) AD(       ) 1
 NK0706
 NK0706.Superseded values are not recommended for survey control.
 NK0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0706.See file dsdata.txt to determine how the superseded data were derived.
 NK0706
 NK0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG7878458798(NAD 83)
 NK0706_MARKER: DS = TRIANGULATION STATION DISK
 NK0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0706_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0706+STABILITY: SURFACE MOTION
 NK0706
 NK0706  HISTORY     - Date     Condition        Report By
 NK0706  HISTORY     - 1926     MONUMENTED       CGS
 NK0706  HISTORY     - 1928     GOOD             CGS
 NK0706  HISTORY     - 1934     GOOD             IOWAGS
 NK0706  HISTORY     - 1935     GOOD             IOWAGS
 NK0706
 NK0706                          STATION DESCRIPTION
 NK0706
 NK0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HWH)
 NK0706'ABOUT 4 MILES NORTH AND 2-3/4 MILES EAST OF THE TOWN OF COLO,
 NK0706'IOWA, NEAR THE CENTER OF THE SOUTHEAST QUARTER OF SEC. 14,
 NK0706'T. 84 N., R. 21 W., ON LAND OWNED BY MR. JOHN C. SCHULZE.
 NK0706'STATION IS 1 FOOT BELOW SURFACE OF THE GROUND, ON KNOLL ABOUT
 NK0706'1/4 MILE NORTHWEST OF FARMHOUSE, AND ABOUT 12 METERS EAST
 NK0706'OF CENTER OF LANE LEADING FROM BARN TO THE PASTURE.
 NK0706'
 NK0706'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NK0706'DISKS SET IN CONCRETE.
 NK0706'
 NK0706'REFERENCE MARK NO. 1 IS 4 INCHES ABOVE SURFACE OF GROUND IN
 NK0706'SOUTHWEST CORNER OF FIELD, 1 FOOT INSIDE OF FENCE INTERSECTION.
 NK0706'
 NK0706'REFERENCE MARK NO. 2 IS 4 INCHES ABOVE SURFACE OF GROUND, 1
 NK0706'FOOT EAST OF THE FENCE ON WEST SIDE OF THE LANE LEADING FROM
 NK0706'THE BARN TO THE PASTURE.
 NK0706'
 NK0706'HEIGHT OF SIGNAL ABOVE STATION MARK - 29.5 METERS.
 NK0706
 NK0706                          STATION RECOVERY (1928)
 NK0706
 NK0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (EOH)
 NK0706'STATION RECOVERED AS PER DESCRIPTIONS AND ALL MARKS WERE
 NK0706'FOUND IN GOOD CONDITION.
 NK0706
 NK0706                          STATION RECOVERY (1934)
 NK0706
 NK0706'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 NK0706'ALL MARKS ARE IN GOOD CONDITION.  THE STATION MARK IS ABOUT
 NK0706'20 INCHES BELOW THE SURFACE OF THE GROUND.  THE REST OF THE
 NK0706'DESCRIPTIONS ARE CORRECT.
 NK0706
 NK0706                          STATION RECOVERY (1935)
 NK0706
 NK0706'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1935
 NK0706'THE STATION WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 NK0706'THE REFERENCE MARKS WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0752 ***********************************************************************
 MG0752  DESIGNATION -  SCHUMACHER
 MG0752  PID         -  MG0752
 MG0752  STATE/COUNTY-  IA/SCOTT
 MG0752  USGS QUAD   -  DAVENPORT WEST (1991)
 MG0752
 MG0752                         *CURRENT SURVEY CONTROL
 MG0752  ___________________________________________________________________
 MG0752* NAD 83(1996)-  41 35 24.10664(N)    090 41 14.07863(W)     ADJUSTED  
 MG0752* NAVD 88     -       231.39   (+/-2cm)     759.2    (feet)  VERTCON   
 MG0752  ___________________________________________________________________
 MG0752  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 MG0752  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 MG0752
 MG0752  HORZ ORDER  -  FIRST
 MG0752  VERT ORDER  -  THIRD ? (See Below)
 MG0752
 MG0752.The horizontal coordinates were established by classical geodetic methods
 MG0752.and adjusted by the National Geodetic Survey in May 1999..
 MG0752
 MG0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0752.The vertical order pertains to the NGVD 29 superseded value.
 MG0752
 MG0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0752
 MG0752.The geoid height was determined by GEOID03.
 MG0752
 MG0752;                    North         East     Units Scale Factor Converg.
 MG0752;SPC IA S     -   180,365.143   734,481.213   MT  0.99997139   +1 51 10.0
 MG0752;SPC IL W     -   546,681.023   656,596.515   MT  0.99996435   -0 20 44.0
 MG0752;SPC IL W     - 1,793,569.32  2,154,183.73   sFT  0.99996435   -0 20 44.0
 MG0752;UTM  15      - 4,606,842.597   692,767.758   MT  1.00005731   +1 32 08.4
 MG0752
 MG0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0752!SPC IA S     -   0.99996884  x   0.99997139  =   0.99994023
 MG0752!SPC IL W     -   0.99996884  x   0.99996435  =   0.99993319
 MG0752!UTM  15      -   0.99996884  x   1.00005731  =   1.00002615
 MG0752
 MG0752|---------------------------------------------------------------------|
 MG0752| PID    Reference Object                     Distance      Geod. Az  |
 MG0752|                                                           dddmmss.s |
 MG0752| CL9396 SCHUMACHER RM 1                                    00110     |
 MG0752| CL9397 SCHUMACHER RM 2                      17.945 METERS 07547     |
 MG0752| MG0751 FAIR                                APPROX. 8.0 KM 1375305.5 |
 MG0752| MG0753 SCHUMAKER 2                           4.395 METERS 25547     |
 MG0752|---------------------------------------------------------------------|
 MG0752
 MG0752                          SUPERSEDED SURVEY CONTROL
 MG0752
 MG0752  NAD 83(1986)-  41 35 24.10775(N)    090 41 14.09002(W) AD(       ) 1
 MG0752  NAD 27      -  41 35 23.99900(N)    090 41 13.57800(W) AD(       ) 1
 MG0752  NGVD 29 (07/19/86)  231.44   (m)          759.3    (f) LEVELING    3  
 MG0752
 MG0752.Superseded values are not recommended for survey control.
 MG0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0752.See file dsdata.txt to determine how the superseded data were derived.
 MG0752
 MG0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG9276806843(NAD 83)
 MG0752_MARKER: DS = TRIANGULATION STATION DISK
 MG0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0752
 MG0752  HISTORY     - Date     Condition        Report By
 MG0752  HISTORY     - 1930     MONUMENTED       CGS
 MG0752  HISTORY     - 1934     GOOD             IAGS
 MG0752  HISTORY     - 1957     GOOD             CGS
 MG0752  HISTORY     - 1958     GOOD             CGS
 MG0752  HISTORY     - 19961118 GOOD             USPSQD
 MG0752
 MG0752                          STATION DESCRIPTION
 MG0752
 MG0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0752'STATION IS ABOUT 7 MILES NW OF DAVENPORT, 4-1/2 MILES E OF WALCOTT,
 MG0752'AND 1/2 MILE S OF U.S. HIGHWAY 32, ON THE E SIDE OF SEC. 2, T 78 N,
 MG0752'R 2 E, ON LAND OWNED BY WILLIAM SCHUMACHER, WHO LIVES 1/2 MILE NW
 MG0752'ON S SIDE OF HIGHWAY 32.  THERE IS A NARROW LANE LEADING S FROM
 MG0752'HIGHWAY 32 ON E SIDE OF SECTION 2.  THE STATION IS IN A PASTURE ON
 MG0752'THE W SIDE OF THIS LANE, 10 FEET W OF THE LANE FENCE, 110 YARDS
 MG0752'N OF THE SE CORNER OF THE PASTURE, AND DIRECTLY ACROSS THE LANE FROM
 MG0752'A FENCE EXTENDING IN AN EASTERLY DIRECTION THROUGH SECTION 1.
 MG0752'
 MG0752'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 MG0752'SET IN CONCRETE, AS DESCRIBED.
 MG0752'
 MG0752'REFERENCE MARK NO. 1 IS LOCATED AT FENCE CORNER AT W SIDE OF JUNCTION
 MG0752'OF THE LANE WITH U.S. HIGHWAY 32.  REFERENCE MARK NO. 2 IS ON A
 MG0752'FENCE LINE WHICH EXTENDS THROUGH SECTION 1 IN AN EASTERLY DIRECTION
 MG0752'FROM THE LANE.  IT IS ABOUT 10 METERS E OF THE CENTER LINE OF THE
 MG0752'LANE AND IS ABOUT 1/2 MILE S OF HIGHWAY 32.
 MG0752'
 MG0752'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MG0752
 MG0752                          STATION RECOVERY (1934)
 MG0752
 MG0752'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 MG0752'STATION IS ABOUT 7 MILES NW OF DAVENPORT, 4-1/2 MILES E OF WALCOTT,
 MG0752'AND 1/2 MILE S OF U.S. HIGHWAY 6, ON THE E SIDE OF SEC. 2, T 78 N,
 MG0752'R 2 W, ON LAND OWNED BY WILLIAM KELLING, JR.
 MG0752'
 MG0752'THERE IS A NARROW LANE LEADING S FROM U.S. HIGHWAY 6 ON E SIDE OF
 MG0752'SECTION 2.  THE STATION IS IN A FIELD 17.5 FEET W OF THE LANE FENCE,
 MG0752'110 YARDS N OF THE SE CORNER OF THE FIELD AND 14.5 FEET S OF A
 MG0752'FENCE LINE PROJECTED SO THAT IT EXTENDS IN AN EASTERLY DIRECTION
 MG0752'THROUGH SECTION 1.
 MG0752'
 MG0752'REFERENCE MARK NO. 1 IS LOCATED AT THE FENCE CORNER ON THE W SIDE OF
 MG0752'THE JUNCTION OF THE LANE WITH U.S. HIGHWAY 6.  REFERENCE MARK NO. 2
 MG0752'IS ON A FENCE LINE THAT EXTENDS THROUGH SECTION 1 IN AN EASTERLY
 MG0752'DIRECTION FROM THE LANE.  IT IS ABOUT 10 METERS E OF THE CENTER
 MG0752'LINE OF THE LANE, AND IS ABOUT 1/2 MILE S OF HIGHWAY 6.
 MG0752
 MG0752                          STATION RECOVERY (1957)
 MG0752
 MG0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 MG0752'STATION AND R.M. NO. 2 WERE RECOVERED IN GOOD CONDITION.
 MG0752'THE CORNER OF THE CULTIVATED FIELD AT R.M. NO. 1 HAS BEEN
 MG0752'CLEARED AND GRADED IN MAKING WIDER RIGHT-OF-WAYS AT THE JUNCTION
 MG0752'OF HIGHWAY 6 AND THE SIDE ROAD SOUTH.  A BRIEF SEARCH IN
 MG0752'THE AREA OF THE FORMER FENCE CORNER FAILED TO REVEAL ANY
 MG0752'TRACE OF THE MARK.
 MG0752'
 MG0752'THE NARROW LANE HAS BEEN WIDENED AND THE WESTERLY FENCE MOVED
 MG0752'SINCE THE STATION WAS ESTABLISHED, A NEW DESCRIPTION FOLLOWS--
 MG0752'
 MG0752'STATION IS ABOUT 7 MILES NORTHWEST OF DAVENPORT, 4.5 MILES
 MG0752'EAST OF WALCOTT, ON THE EAST SIDE OF SECTION 2, T 78 N, R 2 W,
 MG0752'ON LAND OWNED BY WILLIAM KELLING JR., .5 MILES SOUTH OF U.S.
 MG0752'HIGHWAY 6.  THE MARK IS LOCATED 110 YARDS NORTH OF THE SOUTHEAST
 MG0752'FENCE CORNER OF A CULTIVATED FIELD, 18 FT. WEST OF THE CENTER
 MG0752'OF THE ROAD, 14.5 FT. SOUTH OF A FENCELINE PROJECTED SO THAT
 MG0752'IT EXTENDS IN A WESTERLY DIRECTION ACROSS THE ROAD, AND 2.5 FT.
 MG0752'EAST OF THE FENCE WEST OF THE ROAD.  MARKED BY A STANDARD
 MG0752'TRIANGULATION STATION DISK STAMPED, SHUMAKER 1930 SET IN
 MG0752'THE CENTER OF A 1 FT. SQUARE CONCRETE MONUMENT 1 FT.
 MG0752'UNDERGROUND.
 MG0752'
 MG0752'R.M. NO. 2 IS ON THE FENCE LINE EXTENDING THROUGH SECTION
 MG0752'1 IN AN EASTERLY DIRECTION FROM THE DIRT ROAD, 18 FT. EAST
 MG0752'OF THE JUNCTION POINT WITH THE NORTH-SOUTH FENCELINE EAST
 MG0752'OF THE ROAD.  STATION IS MARKED BY A STANDARD REFERENCE
 MG0752'MARK DISK STAMPED, SHUMAKER NO 2, 1930 SET IN A 1 FT. SQUARE
 MG0752'CONCRETE POST FLUSH WITH THE GROUND.
 MG0752
 MG0752                          STATION RECOVERY (1958)
 MG0752
 MG0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 MG0752'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MG0752'FOUND IN GOOD CONDITION, EXCEPT REFERENCE MARK NO. 1 WHICH
 MG0752'WAS NOT RECOVERED AND IS PROBABLY DESTROYED BECAUSE CONSIDERABLE
 MG0752'ROAD WORK HAS BEEN DONE IN THE AREA OF THIS MARK.  ROAD
 MG0752'CONSTRUCTION WORK WILL DESTROY THE STATION MARK.  IT WAS
 MG0752'MOVED AT THE REQUEST OF THE SCOTT COUNTY ENGINEER AND A NEW
 MG0752'REFERENCE MARK WAS ESTABLISHED NEARBY.  THE NEW STATION WAS
 MG0752'ESTABLISHED ON LINE AWAY FROM REFERENCE MARK NO. 2.  FOR
 MG0752'DETAILS, SEE THE DESCRIPTION OF SCHUMAKER 2 1958.
 MG0752'
 MG0752'*THE STATION AND REMAINING REFERENCE MARK WERE STAMPED SCHUMAKER.
 MG0752'SO THE NEW STATION AND REFERENCE MARK WERE STAMPED SCHUMAKER 2.
 MG0752
 MG0752                          STATION RECOVERY (1996)
 MG0752
 MG0752'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1039 ***********************************************************************
 OP1039  DESIGNATION -  SCHUMACKER
 OP1039  PID         -  OP1039
 OP1039  STATE/COUNTY-  IA/PALO ALTO
 OP1039  USGS QUAD   -  EMMETSBURG (1980)
 OP1039
 OP1039                         *CURRENT SURVEY CONTROL
 OP1039  ___________________________________________________________________
 OP1039* NAD 83(1996)-  43 06 26.60935(N)    094 38 21.52893(W)     ADJUSTED  
 OP1039* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 OP1039  ___________________________________________________________________
 OP1039  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 OP1039  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 OP1039
 OP1039  HORZ ORDER  -  FIRST
 OP1039
 OP1039.The horizontal coordinates were established by classical geodetic methods
 OP1039.and adjusted by the National Geodetic Survey in May 1999..
 OP1039
 OP1039.The orthometric height was scaled from a topographic map.
 OP1039
 OP1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1039
 OP1039.The geoid height was determined by GEOID03.
 OP1039
 OP1039;                    North         East     Units Scale Factor Converg.
 OP1039;SPC IA N     - 1,179,172.260 1,407,266.370   MT  0.99997478   -0 46 19.8
 OP1039;UTM  15      - 4,774,044.726   366,613.958   MT  0.99981887   -1 07 13.5
 OP1039
 OP1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1039!SPC IA N     -   0.99994646  x   0.99997478  =   0.99992124
 OP1039!UTM  15      -   0.99994646  x   0.99981887  =   0.99976534
 OP1039
 OP1039:                Primary Azimuth Mark                     Grid Az
 OP1039:SPC IA N     -  SCHUMACKER AZ MK                         090 07 06.2
 OP1039:UTM  15      -  SCHUMACKER AZ MK                         090 27 59.9
 OP1039
 OP1039|---------------------------------------------------------------------|
 OP1039| PID    Reference Object                     Distance      Geod. Az  |
 OP1039|                                                           dddmmss.s |
 OP1039| CI7135 SCHUMACKER AZ MK                                   0892046.4 |
 OP1039| NL0749 WEST BEND ST PETER AND PAUL CH      APPROX.22.5 KM 1352213.1 |
 OP1039| NL0748 WEST BEND MUNICIPAL TANK            APPROX.22.7 KM 1354810.5 |
 OP1039| CI7136 SCHUMACKER RM 1                      35.936 METERS 21255     |
 OP1039| OP1045 AYRSHIRE MUNICIPAL TANK             APPROX.17.5 KM 2440501.2 |
 OP1039| OP1037 EMMETSBURG BLESSED VIR MARY CH      APPROX. 3.4 KM 2602015.3 |
 OP1039| OP1038 EMMETSBURG MUNICIPAL TANK           APPROX. 3.9 KM 2745307.6 |
 OP1039| OP1035 EMMETSBURG PALO ALTO CTHSE TWR      APPROX. 3.1 KM 2762822.4 |
 OP1039| OP1036 EMMETSBURG ST THOMAS CATH CH        APPROX. 3.4 KM 2771126.5 |
 OP1039| CI7137 SCHUMACKER RM 2                      27.767 METERS 31435     |
 OP1039| OP1043 GRAETTINGER MUNICIPAL TANK          APPROX.17.2 KM 3271515.0 |
 OP1039|---------------------------------------------------------------------|
 OP1039
 OP1039                          SUPERSEDED SURVEY CONTROL
 OP1039
 OP1039  NAD 83(1996)-  43 06 26.60933(N)    094 38 21.52890(W) AD(       ) 1
 OP1039  NAD 83(1986)-  43 06 26.60383(N)    094 38 21.51959(W) AD(       ) 1
 OP1039  NAD 27      -  43 06 26.72700(N)    094 38 20.58300(W) AD(       ) 1
 OP1039
 OP1039.Superseded values are not recommended for survey control.
 OP1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1039.See file dsdata.txt to determine how the superseded data were derived.
 OP1039
 OP1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6661474045(NAD 83)
 OP1039_MARKER: DS = TRIANGULATION STATION DISK
 OP1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1039
 OP1039  HISTORY     - Date     Condition        Report By
 OP1039  HISTORY     - 1934     MONUMENTED       CGS
 OP1039
 OP1039                          STATION DESCRIPTION
 OP1039
 OP1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1039'THIS STATION IS 1.9 MILES E AND 0.3 MILE S OF THE INTERSECTION OF U.S.
 OP1039'HIGHWAY 18 AND STATE HIGHWAY 17, IN EMMETSBURG, IN THE NW 1/4 SECTION
 OP1039'28, T 96 N, R 32 W, ON LAND OWNED BY MRS. JOE SCHUMACKER.  THE MARK IS
 OP1039'THE E RIGHT-OF-WAY LINE OF A NS DIRT ROAD, 41 FEET E OF THE CENTER
 OP1039'LINE OF THE ROAD, 94 FEET S OF THE SW CORNER OF MRS. SCHUMACKERS
 OP1039'FARMHOUSE, 122 FEET SW OF A WELL, AND MARK PROJECTS 8 INCHES.
 OP1039'
 OP1039'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 OP1039'DISKS SET IN CONCRETE.
 OP1039'
 OP1039'REFERENCE MARK NO. 1 IS SW OF THE STATION, 0.5 FOOT W OF THE W RIGHT-
 OP1039'OF-WAY FENCE OF THE ROAD, AND MARK PROJECTS 12 INCHES.
 OP1039'
 OP1039'REFERENCE MARK NO.2 IS NW OF THE STATION, 0.5 FOOT W OF THE W RIGHT-
 OP1039'OF-WAY FENCE OF THE ROAD, AND MARK PROJECTS 8 INCHES.
 OP1039'
 OP1039'THE AZIMUTH MARK IS E OF THE STATION, 0.5 FOOT W OF THE W RIGHT-OF-WAY
 OP1039'FENCE OF THE FIRST NS ROAD E OF THE STATION, 0.3 MILE S OF CROSSROADS,
 OP1039'90 FEET NE OF THE NORTHERLY OF A GROUP OF BARNS, AND MARK PROJECTS 8
 OP1039'INCHES.
 OP1039'
 OP1039'ALL LIGHTS COME INTO VIEW AT 35 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0753 ***********************************************************************
 MG0753  CBN         -  This is a Cooperative Base Network Control Station.
 MG0753  DESIGNATION -  SCHUMAKER 2
 MG0753  PID         -  MG0753
 MG0753  STATE/COUNTY-  IA/SCOTT
 MG0753  USGS QUAD   -  DAVENPORT WEST (1991)
 MG0753
 MG0753                         *CURRENT SURVEY CONTROL
 MG0753  ___________________________________________________________________
 MG0753* NAD 83(1996)-  41 35 24.07164(N)    090 41 14.26255(W)     ADJUSTED  
 MG0753* NAVD 88     -       231.7    (meters)     760.     (feet)  GPS OBS   
 MG0753  ___________________________________________________________________
 MG0753  X           -     -57,307.383 (meters)                     COMP
 MG0753  Y           -  -4,777,152.391 (meters)                     COMP
 MG0753  Z           -   4,211,787.187 (meters)                     COMP
 MG0753  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 MG0753  ELLIP HEIGHT-         198.96  (meters)          (06/15/04) GPS OBS
 MG0753  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 MG0753
 MG0753  HORZ ORDER  -  B
 MG0753  ELLP ORDER  -  FOURTH    CLASS I
 MG0753
 MG0753.The horizontal coordinates were established by GPS observations
 MG0753.and adjusted by the National Geodetic Survey in August 1997..
 MG0753
 MG0753.The orthometric height was determined by GPS observations and a
 MG0753.high-resolution geoid model.
 MG0753
 MG0753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MG0753
 MG0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0753
 MG0753.The ellipsoidal height was determined by GPS observations
 MG0753.and is referenced to NAD 83.
 MG0753
 MG0753.The geoid height was determined by GEOID03.
 MG0753
 MG0753;                    North         East     Units Scale Factor Converg.
 MG0753;SPC IA S     -   180,363.926   734,476.991   MT  0.99997139   +1 51 09.8
 MG0753;SPC IL W     -   546,679.969   656,592.249   MT  0.99996436   -0 20 44.1
 MG0753;SPC IL W     - 1,793,565.86  2,154,169.74   sFT  0.99996436   -0 20 44.1
 MG0753;UTM  15      - 4,606,841.404   692,763.529   MT  1.00005729   +1 32 08.3
 MG0753
 MG0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0753!SPC IA S     -   0.99996879  x   0.99997139  =   0.99994019
 MG0753!SPC IL W     -   0.99996879  x   0.99996436  =   0.99993316
 MG0753!UTM  15      -   0.99996879  x   1.00005729  =   1.00002608
 MG0753
 MG0753|---------------------------------------------------------------------|
 MG0753| PID    Reference Object                     Distance      Geod. Az  |
 MG0753|                                                           dddmmss.s |
 MG0753| CL9399 SCHUMAKER 2 RM 4                     21.833 METERS 06252     |
 MG0753| CL9397 SCHUMACHER RM 2                      22.336 METERS 07547     |
 MG0753| MG0752 SCHUMACHER                            4.395 METERS 07547     |
 MG0753| CL9398 SCHUMAKER 2 RM 3                     29.645 METERS 14010     |
 MG0753|---------------------------------------------------------------------|
 MG0753
 MG0753                          SUPERSEDED SURVEY CONTROL
 MG0753
 MG0753  ELLIP H (08/25/97)  198.99   (m)                       GP(       ) 4 1
 MG0753  NAD 83(1986)-  41 35 24.07271(N)    090 41 14.27417(W) AD(       ) 2
 MG0753  NAD 27      -  41 35 23.96400(N)    090 41 13.76210(W) AD(       ) 2
 MG0753
 MG0753.Superseded values are not recommended for survey control.
 MG0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0753.See file dsdata.txt to determine how the superseded data were derived.
 MG0753
 MG0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG9276406841(NAD 83)
 MG0753_MARKER: DS = TRIANGULATION STATION DISK
 MG0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0753_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MG0753_STAMPING: SCHUMAKER 2 1958
 MG0753_MARK LOGO: CGS   
 MG0753_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0753+STABILITY: SURFACE MOTION
 MG0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0753+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2004
 MG0753
 MG0753  HISTORY     - Date     Condition        Report By
 MG0753  HISTORY     - 1958     MONUMENTED       CGS
 MG0753  HISTORY     - 1976     GOOD             NGS
 MG0753  HISTORY     - 19960919 GOOD             IADT
 MG0753  HISTORY     - 19961118 GOOD             USPSQD
 MG0753  HISTORY     - 19970625 GOOD             NGS
 MG0753  HISTORY     - 20000404 GOOD             AERSVC
 MG0753  HISTORY     - 20020308 GOOD             JCLS
 MG0753  HISTORY     - 20020315 GOOD             JCLS
 MG0753  HISTORY     - 20021010 GOOD             JCLS
 MG0753  HISTORY     - 20041102 GOOD             JCLS
 MG0753
 MG0753                          STATION DESCRIPTION
 MG0753
 MG0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 MG0753'THIS STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF DAVENPORT,
 MG0753'4 AND 1/2 MILES EAST OF WALCOTT AND 1/2 MILE SOUTH OF U.S.
 MG0753'HIGHWAY 6 ON THE EAST SIDE OF SEC. 2, T 78 N., R 2 E ON A GRADED
 MG0753'ROAD RIGHT-OF-WAY, 67 FEET WEST-SOUTHWEST OF A FENCE CORNER
 MG0753'ON THE EAST SIDE OF ROAD, 31 FEET WEST OF THE CENTER OF
 MG0753'GRADED ROAD, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  THE
 MG0753'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 MG0753'STAMPED SCHUMAKER 2 1958.
 MG0753'
 MG0753'REFERENCE MARK NO. 2 IS IN AN EAST-WEST HALF-SECTION LINE FENCE,
 MG0753'40 FEET EAST OF THE CENTER OF GRADED ROAD, AND 7 FEET EAST OF
 MG0753'RIGHT-OF-WAY FENCE ON THE EAST SIDE OF ROAD.  THE MARK IS
 MG0753'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MG0753'SCHUMAKER NO 2 1930.
 MG0753'
 MG0753'REFERENCE MARK NO. 3 IS 93 FEET SOUTH OF A FENCE CORNER, 32
 MG0753'FEET EAST OF THE CENTER OF GRADED ROAD, AND 1 FOOT WEST
 MG0753'OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MG0753'SCHUMAKER 2 NO 3 1958.
 MG0753'
 MG0753'TO REACH THE STATION FROM THE RAILROAD TRACKS IN WALCOTT,
 MG0753'GO NORTH ON COUNTY ROAD 228 FOR 0.7 MILE TO JUNCTION WITH
 MG0753'U.S. HIGHWAY 6.  TURN RIGHT AND GO EAST ON U.S. HIGHWAY 6
 MG0753'FOR 4.5 MILES TO A ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 MG0753'A GRADED ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT
 MG0753'AS DESCRIBED.
 MG0753'
 MG0753'THE OLD STATION WAS LISTED IN THE GEOGRAPHIC POSITIONS AND THE
 MG0753'DESCRIPTIVE NOTES AS SCHUMACHER 1930.  BUT THE STAMPING ON
 MG0753'THE DISKS WAS SCHUMAKER 1930.
 MG0753'
 MG0753'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MG0753
 MG0753                          STATION RECOVERY (1976)
 MG0753
 MG0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 MG0753'THE STATION MARK, REFERENCE MARK 2 AND REFERENCE MARK 3 WERE
 MG0753'RECOVERED AND FOUND IN GOOD CONDITION.  THE SCOTT COUNTY ENGINEER
 MG0753'REQUESTED REFERENCE MARK 2 BE REMOVED AS THE BOUNDARY FENCE HAD
 MG0753'BEEN REMOVED AND THE AREA IS UNDER-CULTIVATION AND THIS MARK IS IN
 MG0753'DANGER OF BEING DESTROYED BY FARM EQUIPMENT.  THIS DATE REFERENCE
 MG0753'MARK 4 WAS ESTABLISHED AND REFERENCE MARK 2 MONUMENT WILL BE REMOVED
 MG0753'BY THE COUNTY ENGINEERS FIELD CREW.  DUE TO WEATHER CONDITIONS,
 MG0753'THE AZIMUTH MARK WAS NOT SEARCHED FOR THIS DATE.  WHEN IN THE AREA
 MG0753'AGAIN AN ATTEMPT WILL BE MADE TO RECOVER THE AZIMUTH MARK OR
 MG0753'ESTABLISH A NEW MARK AND MAKE THE NECESSARY OBSERVATIONS.  THE
 MG0753'DISTANCE TO REFERENCE MARK 2 MISSED THE 1958 DISTANCE 0.08 FOOT.
 MG0753'THE DISTANCE TO REFERENCE MARK 3 MISSED THE 1958 DISTANCE 0.13 FOOT.
 MG0753'THE DISTANCE TO THE REFERENCE MARKS WERE ALSO MEASURED BY THE
 MG0753'COUNTY FIELD CREW WITH THERE TAPE AND THEY CHECKED THE MEASUREMENTS
 MG0753'LISTED ABOVE.  THE ANGLE BETWEEEN THE REFERENCE MARKS MISSED
 MG0753'THE 1958 ANGLE 5 MINUTES 25 SECONDS AND THE INSTRUMENT SETUP
 MG0753'AND THE TARGETS ON THE REFERENCE MARKS WERE CHECKED.
 MG0753'
 MG0753'THE 1958 DESCRIPTION FOR THE STATION MARK AND REFERENCE MARK 3 AND
 MG0753'THE DESCRIPTION OF THE ROUTE TO REACH THE STATION IS ADEQUATE FOR
 MG0753'RECOVERY.  FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK 4.
 MG0753'
 MG0753'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK DISK
 MG0753'STAMPED SCHUMAKER 2 1958 NO 4 1976 AND PROJECTS 1 INCH ABOVE THE
 MG0753'GROUND SURFACE.  IT IS 31.5 FEET EAST OF THE CENTER OF A
 MG0753'GRAVELED ROAD, 29.5 FEET NORTH OF A POWER POLE, 9 FEET NORTH OF THE
 MG0753'NORTH END BOARD GATE POST AND 1.5 FEET WEST OF A NORTH-SOUTH
 MG0753'FENCELINE.
 MG0753'
 MG0753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES EAST
 MG0753'OF WALCOTT.
 MG0753
 MG0753                          STATION RECOVERY (1996)
 MG0753
 MG0753'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (AAW)
 MG0753'RECOVERED IN 1996 BY IA DOT.  TO REACH THE STATION FROM THE
 MG0753'INTERSECTION OF U.S.  HWY 6 AND COUNTY ROAD Y 48 (110TH AVE.) , GO
 MG0753'SOUTH ON COUNTY ROAD Y 48 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE
 MG0753'RIGHT, WEST SIDE OF THE ROAD.  THE STATION IS 33 FT (10.1 M) FROM THE
 MG0753'CENTERLINE OF THE ROAD, AND 0.6 M (2.0 FT) EAST OF A PINK STATE HARN
 MG0753'SURVEY SIGN.
 MG0753
 MG0753                          STATION RECOVERY (1996)
 MG0753
 MG0753'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0753'RECOVERED IN GOOD CONDITION.
 MG0753
 MG0753                          STATION RECOVERY (1997)
 MG0753
 MG0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 MG0753'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHWEST OF DOWNTOWN
 MG0753'DAVENPORT, 2.3 KM (1.40 MI) SOUTH OF THE NORTHWEST CORNER OF THE
 MG0753'DAVENPORT CITY LIMIT, NEAR THE WEST SIDE OF A NARROW GRASS STRIP
 MG0753'BETWEEN A ROAD AND A CULTIVATED FIELD.  TO REACH THE STATION FROM THE
 MG0753'INTERSECTION OF STATE HIGHWAY 927 AND COUNTY ROAD Y 48 (110TH AVENUE),
 MG0753'GO SOUTH ON COUNTY ROAD Y 48 FOR 0.6 KM (0.35 MI) TO THE STATION ON
 MG0753'THE RIGHT.  IT IS 18.9 M (62.0 FT) WEST OF A POWER POLE, 10.1 M (33.1
 MG0753'FT) WEST OF THE CENTERLINE OF THE ROAD, 0.6 M (2.0 FT) EAST OF A PINK
 MG0753'STATE HARN SURVEY SIGN, AND 0.27 M (0.89 FT) SOUTHWEST OF A METAL
 MG0753'WITNESS POST.
 MG0753
 MG0753                          STATION RECOVERY (2000)
 MG0753
 MG0753'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0753'FOUND AS DESCRIBED.
 MG0753
 MG0753                          STATION RECOVERY (2002)
 MG0753
 MG0753'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 MG0753'DESCRIPTION IS ADEQUATE
 MG0753
 MG0753                          STATION RECOVERY (2002)
 MG0753
 MG0753'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MG0753'RECOVERED IN GOOD CONDITION.
 MG0753
 MG0753                          STATION RECOVERY (2002)
 MG0753
 MG0753'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MG0753'RECOVERED IN GOOD CONDITION.
 MG0753
 MG0753                          STATION RECOVERY (2004)
 MG0753
 MG0753'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 MG0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0827 ***********************************************************************
 NL0827  DESIGNATION -  SCRANTON MUNICIPAL TANK
 NL0827  PID         -  NL0827
 NL0827  STATE/COUNTY-  IA/GREENE
 NL0827  USGS QUAD   -  SCRANTON (1980)
 NL0827
 NL0827                         *CURRENT SURVEY CONTROL
 NL0827  ___________________________________________________________________
 NL0827* NAD 83(1996)-  42 01 17.64156(N)    094 32 44.92223(W)     ADJUSTED  
 NL0827* NAVD 88     -                                                        
 NL0827  ___________________________________________________________________
 NL0827  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 NL0827  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 NL0827
 NL0827  HORZ ORDER  -  THIRD
 NL0827
 NL0827.The horizontal coordinates were established by classical geodetic methods
 NL0827.and adjusted by the National Geodetic Survey in May 1999..
 NL0827
 NL0827
 NL0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0827
 NL0827.The geoid height was determined by GEOID03.
 NL0827
 NL0827;                    North         East     Units Scale Factor Converg.
 NL0827;SPC IA N     - 1,058,469.734 1,413,384.439   MT  1.00000849   -0 42 31.7
 NL0827;UTM  15      - 4,653,326.620   372,021.146   MT  0.99980154   -1 02 05.7
 NL0827
 NL0827                          SUPERSEDED SURVEY CONTROL
 NL0827
 NL0827  NAD 83(1986)-  42 01 17.63792(N)    094 32 44.92806(W) AD(       ) 4
 NL0827  NAD 27      -  42 01 17.69000(N)    094 32 44.01200(W) AD(       ) 3
 NL0827
 NL0827.Superseded values are not recommended for survey control.
 NL0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0827.See file dsdata.txt to determine how the superseded data were derived.
 NL0827
 NL0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG7202153327(NAD 83)
 NL0827_MARKER: 53 = ELEVATED TANK
 NL0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NL0827+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 NL0827
 NL0827  HISTORY     - Date     Condition        Report By
 NL0827  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0827  HISTORY     - 20060828 GOOD             GEOCAC
 NL0827
 NL0827                          STATION DESCRIPTION
 NL0827
 NL0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0827'THIS STATION IS THE SILVER TANK IN THE TOWN OF SCRANTON, IOWA.
 NL0827'IT IS LOCATED IN THE N CENTRAL PART OF THE TOWN, IN THE SW
 NL0827'CORNER OF THE JUNCTION OF MAIN STREET AND MADISON STREET
 NL0827'(U.S. HIGHWAY 30), IN SECTION 11, T 83 N, R 32 W.  THE MUNICIPAL
 NL0827'FIRE DEPARTMENT IS FLUSH AGAINST THE E SIDE OF THE TANK.  THE
 NL0827'TANK WAS ERECTED IN 1915.
 NL0827'
 NL0827'THE TANK HAS FOUR I-BEAM LEGS ABOUT 120 FEET HIGH, BRACED
 NL0827'BY THREE SETS OF HORIZONTAL CROSS-MEMBERS.  THERE IS A LARGE
 NL0827'BLACK BELL AND A RED FIRE SIREN ON THE FIRST SET.  THE OVAL
 NL0827'SECTION OF THE TANK EXTENDS DOWNWARD ABOUT 20 FEET FROM THE POINT
 NL0827'WHERE THE LEGS ARE ATTACHED TO THE BOWL AND THERE IS A SILVER
 NL0827'FEED-PIPE JACKET EXTENDING FROM ITS CENTER TO THE GROUND.  THE
 NL0827'SILVER VERTICAL SECTION IS ABOUT 30 FEET HIGH AND HAS THE WORD
 NL0827'SCRANTON PAINTED IN WHITE LETTERS ON ITS E SIDE.  THE CONICAL
 NL0827'ROOF EXTENDS UPWARD ABOUT 5 FEET AND HAS A SILVER BALL AT ITS
 NL0827'APEX.  THE TOTAL HEIGHT IS ABOUT 155 FEET.  THERE IS A FRAME
 NL0827'AND RAIL, SILVER-COLORED, AROUND THE BASE OF THE VERTICAL
 NL0827'SECTION, BUT IT HAS NO FLOOR.
 NL0827
 NL0827                          STATION RECOVERY (2006)
 NL0827
 NL0827'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NL0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1303 ***********************************************************************
 MJ1303  DESIGNATION -  SCRATCH
 MJ1303  PID         -  MJ1303
 MJ1303  STATE/COUNTY-  IA/HARRISON
 MJ1303  USGS QUAD   -  HARD SCRATCH (1978)
 MJ1303
 MJ1303                         *CURRENT SURVEY CONTROL
 MJ1303  ___________________________________________________________________
 MJ1303* NAD 83(1996)-  41 37 08.20773(N)    095 43 21.36945(W)     ADJUSTED  
 MJ1303* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 MJ1303  ___________________________________________________________________
 MJ1303  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 MJ1303  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 MJ1303
 MJ1303  HORZ ORDER  -  THIRD
 MJ1303
 MJ1303.The horizontal coordinates were established by classical geodetic methods
 MJ1303.and adjusted by the National Geodetic Survey in May 1999..
 MJ1303
 MJ1303.The orthometric height was scaled from a topographic map.
 MJ1303
 MJ1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1303
 MJ1303.The geoid height was determined by GEOID03.
 MJ1303
 MJ1303;                    North         East     Units Scale Factor Converg.
 MJ1303;SPC IA S     -   182,151.653   314,785.964   MT  0.99997495   -1 27 50.5
 MJ1303;UTM  15      - 4,611,050.573   273,170.122   MT  1.00023321   -1 48 32.6
 MJ1303
 MJ1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1303!SPC IA S     -   0.99994008  x   0.99997495  =   0.99991503
 MJ1303!UTM  15      -   0.99994008  x   1.00023321  =   1.00017328
 MJ1303
 MJ1303|---------------------------------------------------------------------|
 MJ1303| PID    Reference Object                     Distance      Geod. Az  |
 MJ1303|                                                           dddmmss.s |
 MJ1303| CL7568 SCRATCH RM 1                         12.865 METERS 05834     |
 MJ1303| CL7569 SCRATCH RM 2                         14.988 METERS 13231     |
 MJ1303| CL7567 SCRATCH AZ MK                                      2541722.2 |
 MJ1303| MJ1309 LOGAN MUNICIPAL TANK                APPROX. 7.0 KM 2951032.0 |
 MJ1303|---------------------------------------------------------------------|
 MJ1303
 MJ1303                          SUPERSEDED SURVEY CONTROL
 MJ1303
 MJ1303  NAD 83(1996)-  41 37 08.20865(N)    095 43 21.37010(W) AD(       ) 3
 MJ1303  NAD 83(1986)-  41 37 08.21198(N)    095 43 21.37309(W) AD(       ) 3
 MJ1303  NAD 27      -  41 37 08.25000(N)    095 43 20.34700(W) AD(       ) 3
 MJ1303
 MJ1303.Superseded values are not recommended for survey control.
 MJ1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1303.See file dsdata.txt to determine how the superseded data were derived.
 MJ1303
 MJ1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG7317011051(NAD 83)
 MJ1303_MARKER: DS = TRIANGULATION STATION DISK
 MJ1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1303
 MJ1303  HISTORY     - Date     Condition        Report By
 MJ1303  HISTORY     - 1950     MONUMENTED       CGS
 MJ1303  HISTORY     - 1977     MARK NOT FOUND   NGS
 MJ1303
 MJ1303                          STATION DESCRIPTION
 MJ1303
 MJ1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1303'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST AND 2 MILES SOUTH
 MJ1303'OF THE TOWN OF LOGAN.  IT IS 39 FEET WEST-NORTHWEST OF A TELEPHONE
 MJ1303'POLE, 21 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 4 FEET
 MJ1303'SOUTHEAST OF A WHITE WITNESS POST, AND 3 FEET EAST OF A FENCE.
 MJ1303'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED SCRATCH 1950.
 MJ1303'
 MJ1303'REFERENCE MARK NO. 1 IS 35 FEET NORTH OF A TELEPHONE POLE, 18
 MJ1303'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT WEST OF A
 MJ1303'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED SCRATCH
 MJ1303'NO 1 1950.
 MJ1303'
 MJ1303'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF A TELEPHONE POLE, 18
 MJ1303'FEET EAST F THE CENTERLINE OF THE ROAD, AND 1-1/2 FEET WEST OF A
 MJ1303'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED SCRATCH
 MJ1303'NO 2 1950.
 MJ1303'
 MJ1303'THE AZIMUTH MARK IS 35 FEET NORTH OF THE CENTERLINE OF COUNTY
 MJ1303'ROUTE Q, 3 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 2 FEET
 MJ1303'EAST-NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 MJ1303'FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED SCRATCH
 MJ1303'1950.
 MJ1303'
 MJ1303'TO REACH THE STATION FROM LOGAN, FROM THE SOUTHEAST CORNER OF
 MJ1303'THE SQUARE, GO EAST ON U.S. HIGHWAY 30 FOR 0.25 MILE TO A CROSS
 MJ1303'ROAD.  TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 0.8 MILE TO
 MJ1303'A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW COUNTY ROUTE Q FOR 3.4
 MJ1303'MILES TO WHERE COUNTY ROUTE Q TURNS LEFT.  THE AZIMUTH MARK IS
 MJ1303'HERE ON THE LEFT AS DESCRIBED.  CONTINUE ON EAST ON COUNTY
 MJ1303'ROUTE Q FOR 0.45 MILE TO A DIRT SIDE ROAD LEFT.  TURN LEFT AND
 MJ1303'GO NORTH ON THE DIRT ROAD FOR 0.15 MILE TO A BOARD GATE AND
 MJ1303'THE STATION ON THE LEFT AS DESCRIBED.
 MJ1303'
 MJ1303'A 12 FOOT STAND AT STATION CUTLER 2 (USE)1950 IS VG.
 MJ1303'
 MJ1303'A 37 FOOT SIGNAL AT STATION MEDFORD 1930 IS VG.
 MJ1303'
 MJ1303'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MJ1303
 MJ1303                          STATION RECOVERY (1977)
 MJ1303
 MJ1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MJ1303'THIS STATION SHOULD BE LISTED AS DESTROYED.  THIS STATION WAS
 MJ1303'DESTROYED BY ROAD CONSTRUCTION AS THE SITE OF THE MARKS WOULD NOW
 MJ1303'FALL IN DEEP ROAD DITCHES.
 MJ1303'
 MJ1303'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES E AND
 MJ1303'2 MILES S OF LOGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2142 ***********************************************************************
 AE2142  CBN         -  This is a Cooperative Base Network Control Station.
 AE2142  PACS        -  This is a Primary Airport Control Station.
 AE2142  DESIGNATION -  SDA A
 AE2142  PID         -  AE2142
 AE2142  STATE/COUNTY-  IA/FREMONT
 AE2142  USGS QUAD   -  SHENANDOAH WEST (1978)
 AE2142
 AE2142                         *CURRENT SURVEY CONTROL
 AE2142  ___________________________________________________________________
 AE2142* NAD 83(1996)-  40 45 16.47337(N)    095 24 17.57007(W)     ADJUSTED  
 AE2142* NAVD 88     -       296.24   (meters)     971.9    (feet)  GPS OBS   
 AE2142  ___________________________________________________________________
 AE2142  X           -    -455,765.547 (meters)                     COMP
 AE2142  Y           -  -4,817,116.184 (meters)                     COMP
 AE2142  Z           -   4,141,989.123 (meters)                     COMP
 AE2142  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 AE2142  ELLIP HEIGHT-         265.85  (meters)          (06/15/04) GPS OBS
 AE2142  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 AE2142
 AE2142  HORZ ORDER  -  B
 AE2142  ELLP ORDER  -  FOURTH    CLASS I
 AE2142
 AE2142.This mark is at Shenandoah Municipal Airport (SDA)
 AE2142
 AE2142.The horizontal coordinates were established by GPS observations
 AE2142.and adjusted by the National Geodetic Survey in August 1997..
 AE2142
 AE2142.The orthometric height was determined by GPS observations and a
 AE2142.high-resolution geoid model.
 AE2142
 AE2142.GPS derived orthometric heights for airport stations designated as
 AE2142.PACS or SACS are published to 2 decimal places.  This maintains
 AE2142.centimeter relative accuracy between the PACS and SACS.  It does
 AE2142.not indicate centimeter accuracy relative to other marks which are
 AE2142.part of the NAVD 88 network.
 AE2142
 AE2142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2142
 AE2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2142
 AE2142.The ellipsoidal height was determined by GPS observations
 AE2142.and is referenced to NAD 83.
 AE2142
 AE2142.The geoid height was determined by GEOID03.
 AE2142
 AE2142;                    North         East     Units Scale Factor Converg.
 AE2142;SPC IA S     -    85,555.669   339,155.829   MT  0.99997852   -1 15 17.1
 AE2142;UTM  15      - 4,514,295.473   296,988.585   MT  1.00010730   -1 34 13.8
 AE2142
 AE2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2142!SPC IA S     -   0.99995830  x   0.99997852  =   0.99993682
 AE2142!UTM  15      -   0.99995830  x   1.00010730  =   1.00006559
 AE2142
 AE2142                          SUPERSEDED SURVEY CONTROL
 AE2142
 AE2142  ELLIP H (08/25/97)  265.91   (m)                       GP(       ) 4 1
 AE2142
 AE2142.Superseded values are not recommended for survey control.
 AE2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2142.See file dsdata.txt to determine how the superseded data were derived.
 AE2142
 AE2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF9698914295(NAD 83)
 AE2142_MARKER: I = METAL ROD
 AE2142_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2142_STAMPING: SDA A 1996
 AE2142_MARK LOGO: NGS   
 AE2142_PROJECTION: FLUSH
 AE2142_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2142+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1999
 AE2142_ROD/PIPE-DEPTH: 18.3 meters
 AE2142_SLEEVE-DEPTH  : 0.9 meters
 AE2142
 AE2142  HISTORY     - Date     Condition        Report By
 AE2142  HISTORY     - 1996     MONUMENTED       NGS
 AE2142  HISTORY     - 19990730 GOOD             NGS
 AE2142
 AE2142                          STATION DESCRIPTION
 AE2142
 AE2142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 AE2142'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) WEST-SOUTHWEST OF
 AE2142'SHENANDOAH, IA., AT THE SHENANDOAH MUNICIPAL AIRPORT.  NEAR THE
 AE2142'NORTHEAST CORNER OF THE AIRPORT, IN THE GRASS AREA SOUTHEAST OF AND IN
 AE2142'LINE WITH THE NORTHEAST END OF THE RUNWAY END 22 TURNAROUND, SOUTH OF
 AE2142'AND IN LINE WITH THE WEST SIDE OF A PUMPING STATION (WELL NUMBER 87-1)
 AE2142'.  OWNERSHIP--CITY OF SHENANDOAH, SHENANDOAH, IA.  51601. AIRPORT
 AE2142'MANAGER JAMES L. BENGTSON, PHONE 712-246-1931.  NOTE--THIS STATION IS
 AE2142'THE (PACS AND CBN STATION) .  TO REACH THE STATION FROM THE JUNCTION
 AE2142'OF U.S.  HIGHWAY 59 AND STATE HIGHWAY 2, ABOUT 1.6 KM (1.00 MI)
 AE2142'SOUTHWEST OF SHENANDOAH, GO NORTH, 1.6 KM (1.00 MI) ALONG HIGHWAY 59
 AE2142'TO THE INTERSECTION OF A PAVED CROSSROAD JUST BEFORE A RAILROAD
 AE2142'CROSSING.  TURN LEFT, WEST, 1.6 KM (1.00 MI) TO THE END OF THE
 AE2142'PAVEMENT AND A PAVED ROAD LEFT.  TURN LEFT, SOUTH, 0.24 KM (0.15 MI)
 AE2142'ALONG THE ROAD TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT, WESTERLY,
 AE2142'0.07 KM (0.05 MI) TO A BRICK PUMPING STATION (WELL NUMBER 87-1) AND
 AE2142'THE STATION ON THE LEFT.  STATION IS 75.8 M (248.7 FT) WEST OF THE
 AE2142'PAVED ROAD CENTERLINE, 42.2 M (138.5 FT) EAST-SOUTHEAST OF AND IN LINE
 AE2142'WITH THE NORTHEAST END OF THE RUNWAY END 22 TURNAROUND, 26.3 M (86.3
 AE2142'FT) SOUTH OF THE SOUTHWEST CORNER OF AND IN LINE WITH THE WEST SIDE OF
 AE2142'THE PUMPING STATION AND WITNESS POST, AND THE STATION IS LEVEL WITH
 AE2142'THE TRACK ROAD AND FLUSH WITH THE GROUND SURFACE. NOTE--ACCESS TO THE
 AE2142'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  BY R.G.  HAYES
 AE2142
 AE2142                          STATION RECOVERY (1999)
 AE2142
 AE2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JDH)
 AE2142'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0498 ***********************************************************************
 MH0498  DESIGNATION -  SEA
 MH0498  PID         -  MH0498
 MH0498  STATE/COUNTY-  IA/TAMA
 MH0498  USGS QUAD   -  CHELSEA (1968)
 MH0498
 MH0498                         *CURRENT SURVEY CONTROL
 MH0498  ___________________________________________________________________
 MH0498* NAD 83(1996)-  41 57 07.04758(N)    092 24 56.65508(W)     ADJUSTED  
 MH0498* NAVD 88     -       280.0    (meters)     919.     (feet)  VERTCON   
 MH0498  ___________________________________________________________________
 MH0498  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 MH0498  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 MH0498
 MH0498  HORZ ORDER  -  SECOND
 MH0498
 MH0498.The horizontal coordinates were established by classical geodetic methods
 MH0498.and adjusted by the National Geodetic Survey in May 1999..
 MH0498
 MH0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0498
 MH0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0498
 MH0498.The geoid height was determined by GEOID03.
 MH0498
 MH0498;                    North         East     Units Scale Factor Converg.
 MH0498;SPC IA N     - 1,050,778.638 1,589,899.096   MT  1.00002280   +0 44 05.5
 MH0498;UTM  15      - 4,644,607.216   548,423.699   MT  0.99962885   +0 23 26.1
 MH0498
 MH0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0498!SPC IA N     -   0.99996105  x   1.00002280  =   0.99998385
 MH0498!UTM  15      -   0.99996105  x   0.99962885  =   0.99958992
 MH0498
 MH0498|---------------------------------------------------------------------|
 MH0498| PID    Reference Object                     Distance      Geod. Az  |
 MH0498|                                                           dddmmss.s |
 MH0498| CL9405 SEA RM 1                             12.968 METERS 00226     |
 MH0498| MH0496 ATT MICROWAVE TOWER                 APPROX. 7.1 KM 1785011.3 |
 MH0498| CL9406 SEA RM 2                             11.523 METERS 17855     |
 MH0498|---------------------------------------------------------------------|
 MH0498
 MH0498                          SUPERSEDED SURVEY CONTROL
 MH0498
 MH0498  NAD 83(1986)-  41 57 07.05213(N)    092 24 56.65651(W) AD(       ) 2
 MH0498  NAD 27      -  41 57 07.07259(N)    092 24 55.97955(W) AD(       ) 2
 MH0498  NGVD 29 (07/19/86)  280.0    (m)          919.     (f) VERT ANG       
 MH0498
 MH0498.Superseded values are not recommended for survey control.
 MH0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0498.See file dsdata.txt to determine how the superseded data were derived.
 MH0498
 MH0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4842444607(NAD 83)
 MH0498_MARKER: DD = SURVEY DISK
 MH0498_SETTING: 0 = UNSPECIFIED SETTING
 MH0498
 MH0498  HISTORY     - Date     Condition        Report By
 MH0498  HISTORY     - 1970     MONUMENTED       USGS
 MH0498  HISTORY     - 20050317 POOR             GEOCAC
 MH0498
 MH0498                          STATION DESCRIPTION
 MH0498
 MH0498'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 MH0498'THE STATION IS ABOUT 2.3 MI NNW. OF THE SMALL COMMUNITY OF CHELSEA,
 MH0498'ABOUT 0.2 MI N. OF THE COR. OF SECS. 1, 6, 31 AND 36, T. 83 N.,
 MH0498'RS. 13 AND 14 W., ON THE W. CUT BANK OF THE RD. ON A PROMINENT
 MH0498'KNOLL.
 MH0498'
 MH0498'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CHELSEA, GO
 MH0498'N. ON MAIN STREET FOR 0.5 MI TO THE JCT. OF ST. HWY. 212, TURN
 MH0498'LEFT AND FOLLOW ST. HWY. 212 GENERALLY NW. FOR ABOUT 1.6 MI TO A
 MH0498'Y-RD. N., TURN RIGHT AND GO N. ON GRAVEL RD. FOR 0.5 MI TO THE
 MH0498'TOP OF THE HILL AND THE STATION ON THE LEFT ON TOP OF THE W. CUT
 MH0498'BANK.
 MH0498'
 MH0498'STATION MARK, STAMPED ET SEA 1970 IS 35 FT W. CENTER RD., 29 FT
 MH0498'S. OF A POWER LINE POLE, 2 FT S. AND 0.5 FT E. OF A USGS WITNESS
 MH0498'POST, 0.5 FT E. OF THE W. RIGHT-OF-WAY FENCE.
 MH0498'
 MH0498'REFERENCE MARK NO. 1, STAMPED SEA NO 1 1970 IS N. OF THE STATION,
 MH0498'33 FT W. CENTER RD., 2 FT E. OF W. RIGHT-OF-WAY FENCE.
 MH0498'
 MH0498'REFERENCE MARK NO. 2, STAMPED SEA NO 2 1970 IS S. OF THE STATION,
 MH0498'32 FT W. CENTER RD. AND 1.5 FT E. OF THE W. RIGHT-OF-WAY FENCE.
 MH0498'
 MH0498'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 MH0498'RODS CENTERED IN 6 IN. TILE 12 IN. LONG AND FILLED WITH GRAVEL TO
 MH0498'WITHIN 1 IN. OF CAP.  ALL MARKS ARE SET FLUSH WITH THE GROUND.
 MH0498'
 MH0498'NO AZIMUTH MARK WAS SET.
 MH0498'
 MH0498'REFERENCE AZIMUTH USED - AMERICAN TELEPHONE AND TELEGRAPH
 MH0498'CO. POINT OBSERVED, CENTER RED LIGHT.  THE TOWER IS A SQUARE-TALL
 MH0498'CONCRETE STRUCTURE WITH 4 REFLECTORS EXTENDING FROM THE TOP OF
 MH0498'THE STRUCTURE.  IT IS LOCATED ABOUT 150 FT E. OF AN OILED RD.,
 MH0498'T. 82 N., R,. 13 W., NEAR THE CENTER OF THE NW. QUARTER OF SEC.
 MH0498'30.
 MH0498'
 MH0498'STANDARD BRACED TRIPOD USED.
 MH0498
 MH0498                          STATION RECOVERY (2005)
 MH0498
 MH0498'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 MH0498'STATION MARK RECOVERED IN POOR CONDITION. GRAPE VINE ROOT GROWN AROUND
 MH0498'MARK MAY HAVE LIFTED AND PERHAPS MOVED IT.  TILE SETTING WAS NOT
 MH0498'EVIDENT AT TOP OF GROUND.
 MH0498' 
 MH0498'RM1 WAS SEARCHED FOR AND NOT FOUND.
 MH0498' 
 MH0498'RM2 RECOVERED IN POOR CONDITION, STILL IN THE GROUND, BUT DISTURBED
 MH0498'AND SIDEWAYS, FACING SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1336 ***********************************************************************
 MJ1336  DESIGNATION -  SEA
 MJ1336  PID         -  MJ1336
 MJ1336  STATE/COUNTY-  IA/HARRISON
 MJ1336  USGS QUAD   -  PISGAH (1971)
 MJ1336
 MJ1336                         *CURRENT SURVEY CONTROL
 MJ1336  ___________________________________________________________________
 MJ1336* NAD 83(1996)-  41 51 47.77017(N)    095 58 54.68251(W)     ADJUSTED  
 MJ1336* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 MJ1336  ___________________________________________________________________
 MJ1336  LAPLACE CORR-          -6.49  (seconds)                    DEFLEC99
 MJ1336  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 MJ1336
 MJ1336  HORZ ORDER  -  FIRST
 MJ1336
 MJ1336.The horizontal coordinates were established by classical geodetic methods
 MJ1336.and adjusted by the National Geodetic Survey in May 1999..
 MJ1336
 MJ1336.The orthometric height was scaled from a topographic map.
 MJ1336
 MJ1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1336
 MJ1336.The geoid height was determined by GEOID03.
 MJ1336
 MJ1336;                    North         East     Units Scale Factor Converg.
 MJ1336;SPC IA S     -   209,861.172   293,961.551   MT  1.00001517   -1 38 05.3
 MJ1336;UTM  15      - 4,638,895.272   252,509.408   MT  1.00035379   -1 59 27.5
 MJ1336;UTM  14      - 4,639,000.620   750,502.718   MT  1.00037225   +2 00 54.8
 MJ1336
 MJ1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1336!SPC IA S     -   0.99993550  x   1.00001517  =   0.99995067
 MJ1336!UTM  15      -   0.99993550  x   1.00035379  =   1.00028927
 MJ1336!UTM  14      -   0.99993550  x   1.00037225  =   1.00030773
 MJ1336
 MJ1336|---------------------------------------------------------------------|
 MJ1336| PID    Reference Object                     Distance      Geod. Az  |
 MJ1336|                                                           dddmmss.s |
 MJ1336| CL7571 SEA RM 1                             18.749 METERS 17847     |
 MJ1336| CL7570 SEA AZ MK                                          1823141.1 |
 MJ1336| MK1960 OMAHA/SIOUX FALLS AMBER 4 BN 3      APPROX.13.1 KM 2492554.7 |
 MJ1336| CL7572 SEA RM 3                             27.192 METERS 30843     |
 MJ1336| NM1662 ONAWA MUNICIPAL TANK                APPROX.20.5 KM 3325041.8 |
 MJ1336| MJ1337 375                                   2.620 METERS 34223     |
 MJ1336|---------------------------------------------------------------------|
 MJ1336
 MJ1336                          SUPERSEDED SURVEY CONTROL
 MJ1336
 MJ1336  NAD 83(1996)-  41 51 47.76987(N)    095 58 54.68315(W) AD(       ) 1
 MJ1336  NAD 83(1986)-  41 51 47.77258(N)    095 58 54.68337(W) AD(       ) 1
 MJ1336  NAD 27      -  41 51 47.81900(N)    095 58 53.64400(W) AD(       ) 1
 MJ1336
 MJ1336.Superseded values are not recommended for survey control.
 MJ1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1336.See file dsdata.txt to determine how the superseded data were derived.
 MJ1336
 MJ1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5250938895(NAD 83)
 MJ1336_MARKER: DS = TRIANGULATION STATION DISK
 MJ1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1336_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1336
 MJ1336  HISTORY     - Date     Condition        Report By
 MJ1336  HISTORY     - 1934     MONUMENTED       CGS
 MJ1336  HISTORY     - 1948     GOOD             CGS
 MJ1336  HISTORY     - 1950     GOOD             CGS
 MJ1336
 MJ1336                          STATION DESCRIPTION
 MJ1336
 MJ1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ1336'STATION IS LOCATED NEAR THE MONONA-HARRISON COUNTY LINE, IN THE
 MJ1336'NW 1/4 NW 1/4 SEC. 4, T. 81 N., R. 44 W., ABOUT 6 MILES NORTHEAST
 MJ1336'OF LITTLE SIOUX AND 4 MILES WEST OF PISGAH, ON A PROMINENT
 MJ1336'CONE-SHAPED KNOB, ON THE EAST SIDE OF A LITTLE-USED DIRT ROAD,
 MJ1336'50 FEET FROM THE CENTERLINE.
 MJ1336'
 MJ1336'TO REACH FROM RIVER SIOUX, GO EAST FROM JUNCTION OF U.S. HIGHWAY
 MJ1336'75 AND COUNTY ROAD K FOR 1.25 MILES TO LITTLE SIOUX POST OFFICE.
 MJ1336'FROM MAIN CORNER GO EAST 0.2 MILE, THEN NORTH 1.75 MILES TO
 MJ1336'FORKS, TAKE LEFT FORK AND GO 0.15 MILE TO FORK, TAKE RIGHT FORK
 MJ1336'AND GO 1.65 MILES, THEN NORTH 0.8 MILE.  LEAVE MAIN ROAD AND
 MJ1336'CONTINUE NORTH ON LITTLE-USED ROAD 0.2 MILE TO DOUBLE GATE,
 MJ1336'CONTINUE NORTH ON DIM ROAD 0.35 MILE TO STATION ON EAST.
 MJ1336'
 MJ1336'NO. 375 (MO.R.C.) WAS USED AS REFERENCE MARK NO. 2 AND IS 2.620
 MJ1336'METERS (8.59 FEET NORTH OF STATION.
 MJ1336'
 MJ1336'REFERENCE MARK NO. 1 IS 18.750 METERS (61.51 FEET)
 MJ1336'SOUTH OF STATION ON SOUTH EDGE OF KNOB.
 MJ1336'
 MJ1336'AZIMUTH MARK IS APPROXIMATELY 0.85 MILE SOUTH OF STATION,
 MJ1336'ON WEST SIDE OF HIGHWAY AT A CURVE IN ROAD AND ALONG
 MJ1336'NORTH-AND-SOUTH FENCE.
 MJ1336'
 MJ1336'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 MJ1336
 MJ1336                          STATION RECOVERY (1948)
 MJ1336
 MJ1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MJ1336'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 MJ1336'GOOD CONDITION.  THE 1934 DESCRIPTION IS ADEQUATE EXCEPT THE LAST
 MJ1336'0.35 MILE IS NOW IMPASSABLE, 375 (MORC) WAS USED AS R.M. NO. 2
 MJ1336'INSTEAD OF NO. 1 AND THE 1948 DIRECTION WAS CHECKED AND FOUND TO
 MJ1336'BE CORRECT.  A NEW REFERENCE MARK NO. 3 WAS SET.
 MJ1336'
 MJ1336'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF LITTLE SIOUX,
 MJ1336'4.0 MILES WEST OF PISGAH AND NEAR THE MONONA-HARRISON COUNTY
 MJ1336'LINE.  IT IS ON A PROMINENT CONE SHAPED KNOB ALONG THE EAST SIDE
 MJ1336'OF THE MISSOURI RIVER AND 50 FEET EAST OF AN OLD TRACK ROAD.
 MJ1336'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SEA 1934.
 MJ1336'
 MJ1336'REFERENCE MARK NO. 1 IS 61.51 FEET (SLOPE) SOUTH OF THE STATION
 MJ1336'ON THE EDGE OF THE KNOB.  THE MARK PROJECTS 2 INCHES AND THE
 MJ1336'DISK IS STAMPED SEA NO 1 1934.
 MJ1336'
 MJ1336'REFERENCE MARK NO. 3 IS 89.21 FEET (SLOPE) NORTHWEST OF THE
 MJ1336'STATION ON THE SLOPE OF KNOB.  THE MARK PROJECTS 4 INCHES AND
 MJ1336'THE DISK IS STAMPED SEA NO 3 1948.
 MJ1336'
 MJ1336'375 (MORC) IS 8.59 FEET NORTH OF THE STATION.  THE MARK IS A 2
 MJ1336'INCH PIPE SET IN CONCRETE, WITH A CAP HAVING U.S. AND A TRIANGLE
 MJ1336'MARKING THE CENTER CAST ON ITS FACE.  IT PROJECTS 6 INCHES AND
 MJ1336'STAMPED 375.
 MJ1336'
 MJ1336'AZIMUTH MARK IS ABOUT 0.85 MILE SOUTH OF THE STATION ON A CUT
 MJ1336'BANK, 28 FEET WEST OF THE CENTERLINE OF THE ROAD AND 24 FEET
 MJ1336'NORTH OF A BRACED POWER LINE POLE.  THE MARK (REFERENCE MARK)
 MJ1336'PROJECTS 2 INCHES ADN THE DISK IS STAMPED SEA AZI 1934.
 MJ1336'
 MJ1336'TO REACH FROM THE MAIN CORNER SOUTH OF THE POST OFFICE IN LITTLE
 MJ1336'SIOUX, GO EAST 0.2 MILE, TURN LEFT FOR 1.75 TO A T ROAD, TURN
 MJ1336'LEFT FOR 0.25 MILE TO FORKS, TAKE RIGHT FORK FOR 1.7 MILES TO A
 MJ1336'T ROAD LEFT, TURN LEFT FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 MJ1336'LEFT, CONTINUE ON FOR 0.4 MILE TO WHERE MAIN ROAD TURNS RIGHT, KEEP
 MJ1336'STRAIGHT AHEAD ON FIELD ROAD FOR 0.2 MILE TO TOP OF RIDGE AND
 MJ1336'END OF TRUCK TRAVEL.  HERE PACK NORTHEAST ALONG THE TOP OF
 MJ1336'RIDGE ABOUT 0.35 MILE TO THE STATION ON THE HIGHEST POINT.
 MJ1336'
 MJ1336'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 MJ1336
 MJ1336                          STATION RECOVERY (1950)
 MJ1336
 MJ1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1336'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE
 MJ1336'IN GOOD CONDITION.
 MJ1336'
 MJ1336'1948 DESCRIPTION WAS FOUND TO BE ADEQUATE.
 MJ1336'
 MJ1336'HEIGHT OF LIGHT ABOVE STATION MARK 1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1668 ***********************************************************************
 NM1668  DESIGNATION -  SERG
 NM1668  PID         -  NM1668
 NM1668  STATE/COUNTY-  IA/WOODBURY
 NM1668  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM1668
 NM1668                         *CURRENT SURVEY CONTROL
 NM1668  ___________________________________________________________________
 NM1668* NAD 83(1996)-  42 24 33.82189(N)    096 21 03.97996(W)     ADJUSTED  
 NM1668* NAVD 88     -       398.6    (meters)    1308.     (feet)  VERTCON   
 NM1668  ___________________________________________________________________
 NM1668  X           -    -521,768.138 (meters)                     COMP
 NM1668  Y           -  -4,687,777.435 (meters)                     COMP
 NM1668  Z           -   4,279,540.469 (meters)                     COMP
 NM1668  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 NM1668  ELLIP HEIGHT-         372.93  (meters)          (05/06/99) GPS OBS
 NM1668  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 NM1668
 NM1668  HORZ ORDER  -  FIRST
 NM1668  ELLP ORDER  -  FOURTH    CLASS I
 NM1668
 NM1668.The horizontal coordinates were established by classical geodetic methods
 NM1668.and adjusted by the National Geodetic Survey in May 1999..
 NM1668
 NM1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1668
 NM1668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1668
 NM1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1668
 NM1668.The ellipsoidal height was determined by GPS observations
 NM1668.and is referenced to NAD 83.
 NM1668
 NM1668.The geoid height was determined by GEOID03.
 NM1668
 NM1668;                    North         East     Units Scale Factor Converg.
 NM1668;SPC IA N     - 1,104,969.031 1,265,358.817   MT  0.99995547   -1 55 56.4
 NM1668;SPC NE       -   292,356.469   800,213.861   MT  0.99978302   +2 25 05.2
 NM1668;UTM  14      - 4,698,631.930   717,970.515   MT  1.00018460   +1 47 13.8
 NM1668
 NM1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1668!SPC IA N     -   0.99994152  x   0.99995547  =   0.99989699
 NM1668!SPC NE       -   0.99994152  x   0.99978302  =   0.99972455
 NM1668!UTM  14      -   0.99994152  x   1.00018460  =   1.00012610
 NM1668
 NM1668|---------------------------------------------------------------------|
 NM1668| PID    Reference Object                     Distance      Geod. Az  |
 NM1668|                                                           dddmmss.s |
 NM1668| CO4520 SERG RM 1                            44.126 METERS 01239     |
 NM1668| NM1673 WOODBURY COUNTY POOR FARM TANK      APPROX. 5.4 KM 0651141.2 |
 NM1668| CO4519 SERG AZ MK                                         0834643.3 |
 NM1668| CO4521 SERG RM 2                            12.469 METERS 15427     |
 NM1668| NM1679 SALIX MUNICIPAL TANK                APPROX.12.3 KM 1544621.0 |
 NM1668| NM1671 SERGEANT BLUFF MUNICIPAL TANK       APPROX. 0.8 KM 2214735.6 |
 NM1668| NM1692 SIOUX CITY MUN APT CONTROL TWR      APPROX. 2.4 KM 2464933.2 |
 NM1668| NM1724 DAKOTA CITY MUNICIPAL TANK          APPROX. 5.6 KM 2773148.2 |
 NM1668| NM1719 SOUTH SIOUX CITY MUNICIPAL TK       APPROX. 8.9 KM 3243158.4 |
 NM1668| NM1669 SARGEANTS                             3.197 METERS 32839     |
 NM1668| NM1698 SIOUX CITY G E CO ELEC PLT STK      APPROX.10.4 KM 3324824.3 |
 NM1668| NM1686 SIOUX CITY MOORE GROCERY TK FP      APPROX.10.4 KM 3341345.6 |
 NM1668| NM1688 SIOUX CITY G E CO GAS PLT STK       APPROX. 9.7 KM 3374905.9 |
 NM1668| NM1646 OMAHA/BISMARCK AWY BCN 9            APPROX.22.7 KM 3434457.4 |
 NM1668| NM1670 SIOUX CITY MORNINGSIDE MUN TK       APPROX. 8.0 KM 3481141.7 |
 NM1668|---------------------------------------------------------------------|
 NM1668
 NM1668                          SUPERSEDED SURVEY CONTROL
 NM1668
 NM1668  NAD 83(1996)-  42 24 33.82190(N)    096 21 03.97996(W) AD(       ) 1
 NM1668  NAD 83(1996)-  42 24 33.82192(N)    096 21 03.98006(W) AD(       ) 1
 NM1668  NAD 83(1996)-  42 24 33.82186(N)    096 21 03.98120(W) AD(       ) 1
 NM1668  NAD 83(1986)-  42 24 33.82526(N)    096 21 03.98168(W) AD(       ) 1
 NM1668  NAD 27      -  42 24 33.84500(N)    096 21 02.87400(W) AD(       ) 1
 NM1668  NGVD 29 (02/09/93)  398.4    (m)         1307.     (f) GPS OBS        
 NM1668
 NM1668.Superseded values are not recommended for survey control.
 NM1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1668.See file dsdata.txt to determine how the superseded data were derived.
 NM1668
 NM1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1797198632(NAD 83)
 NM1668_MARKER: DS = TRIANGULATION STATION DISK
 NM1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1668_SP_SET: CONCRETE POST
 NM1668_STAMPING: SERG 1934
 NM1668_MARK LOGO: CGS   
 NM1668_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NM1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1668+STABILITY: SURFACE MOTION
 NM1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1668+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1992
 NM1668
 NM1668  HISTORY     - Date     Condition        Report By
 NM1668  HISTORY     - 1934     MONUMENTED       CGS
 NM1668  HISTORY     - 1934     GOOD             CGS
 NM1668  HISTORY     - 1937     GOOD             USE
 NM1668  HISTORY     - 1940     GOOD             CGS
 NM1668  HISTORY     - 1948     GOOD             CGS
 NM1668  HISTORY     - 1953     GOOD             CGS
 NM1668  HISTORY     - 1962     GOOD             CGS
 NM1668  HISTORY     - 1966     GOOD             CGS
 NM1668  HISTORY     - 19920811 GOOD             NOS
 NM1668
 NM1668                          STATION DESCRIPTION
 NM1668
 NM1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM1668'STATION IS IN SE 1/4 SE 1/4 SEC. 30, T. 88 N., R. 47 W.,
 NM1668'ABOUT 0.5 MILE NORTHEAST OF SERGEANT BLUFF, ABOUT 0.75 MILE
 NM1668'NORTH OF STATE HIGHWAY 230, AND 0.6 MILE WEST OF U.S. HIGHWAY
 NM1668'75, ON THE HIGHEST HILL IN THE IMMEDIATE VICINITY.
 NM1668'
 NM1668'TO REACH FROM SERGEANT BLUFF DEPOT, GO SOUTHEAST ON NEW PAVED
 NM1668'ROAD 0.2 MILE TO STATE HIGHWAY 230, THENCE LEFT (EAST) ON
 NM1668'HIGHWAY 230 FOR 0.7 MILE TO U.S. HIGHWAY NO. 75, THENCE LEFT
 NM1668'(NORTH) ON HIGHWAY 75 FOR 0.6 MILE TO AN OPENING IN FENCE
 NM1668'ON WEST SIDE, JUST SOUTH OF POINT WHERE ROAD CURVES TO LEFT.
 NM1668'FROM OPENING GO ACROSS FIELD TO GATE ON WEST SIDE, GO THROUGH
 NM1668'GATE AND FOLLOW FENCE SOUTH TO CORNER AND GATE, GO THROUGH GATE
 NM1668'INTO LANE AND FOLLOW LANE TO TOP OF HILL, TURN NORTHWEST UP
 NM1668'HILL AND GO DOWN OTHER SIDE TO SOUTH FENCE OF FIELD, TURN
 NM1668'SHARPLY LEFT UP NEXT HILL AND FOLLOW DIM TRAIL TO TOP AND
 NM1668'STATION.
 NM1668'
 NM1668'REFERENCE MARK NO. 1 IS LOCATED ON NORTH SLOPE OF HILL 144.77
 NM1668'FEET NORTH OF STATION.
 NM1668'
 NM1668'REFERENCE MARK NO. 2 IS LOCATED ON SOUTH SLOPE OF HILL 41.03
 NM1668'FEET (12.506 METERS) SOUTH OF STATION.
 NM1668'
 NM1668'AZIMUTH MARK IS LOCATED ABOUT 0.6 MILE EAST OF STATION ON
 NM1668'EAST SIDE OF U.S. HIGHWAY 75, 35 FEET EAST OF CENTERLINE OF
 NM1668'ROAD AND 2 FEET NORTH OF HACKBERRY TREE.  TO REACH FROM
 NM1668'INTERSECTION OF STATE HIGHWAY 230 AND U.S. HIGHWAY 75, GO
 NM1668'NORTH ON HIGHWAY 75 FOR 0.7 MILE.  MARK IS JUST SOUTH OF
 NM1668'POINT WHERE ROAD CURVES TO LEFT.
 NM1668'
 NM1668'A CONNECTION WAS MADE AT THE STATION TO A MO.R.C. STATION
 NM1668'SARGENT, 3.206 METERS NORTHWEST OF STATION.
 NM1668'
 NM1668'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NM1668'AS DESCRIBED.
 NM1668'
 NM1668'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 NM1668
 NM1668                          STATION RECOVERY (1934)
 NM1668
 NM1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NM1668'RECOVERED IN GOOD CONDITION.
 NM1668
 NM1668                          STATION RECOVERY (1937)
 NM1668
 NM1668'RECOVERY NOTE BY US ENGINEERS 1937
 NM1668'LETTER OF MR. DALE E. HENRY, JR. ENGR., U.S.E. OFFICE, ONAWA,
 NM1668'IOWA 2/1/37--
 NM1668'
 NM1668'SINCE YOUR STATION WAS SET, THERE HAS BEEN A NEW HIGHWAY
 NM1668'BUILT FROM SERGEANT BLUFF, IOWA, TO SIOUX CITY, IOWA.  THIS
 NM1668'HIGHWAY IS NOW KNOWN AS U.S. NO. 75.  OLD U.S. HIGHWAY 75
 NM1668'IS NOW IOWA HIGHWAY 230.
 NM1668'
 NM1668'THIS STATION IS IN SEC. 30, T. 88 N., R. 47 W., NORTHEAST OF
 NM1668'TOWN OF SERGEANT BLUFF.
 NM1668
 NM1668                          STATION RECOVERY (1940)
 NM1668
 NM1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1668'STATION, AZIMUTH AND REFERENCE MARKS RECOVERED AND DUE TO
 NM1668'CHANGES OF HIGHWAYS, A COMPLETELY NEW DESCRIPTION IS NECESSARY.
 NM1668'ALSO, AS NOTED BELOW, A DIFFERENCE IN THE MEASUREMENTS TO THE
 NM1668'REFERENCE MARKS AND THE MO.R.C. MARK.
 NM1668'
 NM1668'STATION IS LOCATED ON A HIGH BARE HILL IN THE SOUTHEAST QUARTER
 NM1668'OF SEC. 30, T. 88 N., R. 47 W., ABOUT 0.5 MILE NORTHEAST
 NM1668'OF SERGEANT BLUFF, ON PROPERTY OF THE BALLOU BRICK CO. OF SERGEANT
 NM1668'BLUFF.
 NM1668'
 NM1668'TO REACH THE STATION FROM SERGEANT BLUFF, GO NORTH ON U.S.
 NM1668'HIGHWAY 75 FOR 0.3 MILE TO A GRAVEL ROAD RIGHT (EAST), TURN
 NM1668'EAST AND GO 0.7 MILE TO A WIRE GATE ON THE RIGHT (SOUTH), TURN
 NM1668'RIGHT THROUGH WIRE GATE AND FOLLOW DIM TRACKS 0.5 MILE TO
 NM1668'TOP OF HIGHEST HILL AND STATION.
 NM1668'
 NM1668'REFERENCE MARK NO. 1 IS NORTH OF THE STATION.
 NM1668'
 NM1668'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION.
 NM1668'
 NM1668'THE AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION.
 NM1668'
 NM1668'TO REACH THE AZIMUTH MARK FROM WIRE GATE MENTIONED ABOVE.
 NM1668'GO EAST ON GRAVEL ROAD 0.3 MILE TO THE JUNCTION WITH STATE
 NM1668'HIGHWAY 230, TURN RIGHT (SOUTH) ON STATE HIGHWAY 230 AND
 NM1668'GO 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT (EAST) SIDE OF
 NM1668'THE HIGHWAY, NEAR A LARGE HACKBERRY TREE.
 NM1668'
 NM1668'THE MO. R.C. MARK IS NORTH-NORTHWEST OF THE STATION.
 NM1668
 NM1668                          STATION RECOVERY (1948)
 NM1668
 NM1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1668'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE
 NM1668'IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE MEASUREMENT
 NM1668'TO REFERENCE MARK NO. 1
 NM1668'
 NM1668'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHEAST OF SERGEANT
 NM1668'BLUFF, ON A HIGH PASTURE HILL, OWNED BY BALLOU BRICK CO--THE MARK
 NM1668'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SERG 1934.
 NM1668'
 NM1668'REFERENCE MARK NO. 1 IS 147.35 FEET (SLOPE) NORTH OF THE
 NM1668'STATION.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 NM1668'IS STAMPED SERG NO 1 1934.
 NM1668'
 NM1668'REFERENCE MARK NO. 2 IS 40.91 FEET SOUTH-SOUTHEAST OF THE
 NM1668'STATION.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK
 NM1668'IS STAMPED SERG NO 2 1934.
 NM1668'
 NM1668'AZIMUTH MARK IS ABOUT 0.6 MILE EAST-NORTHEAST OF THE STATION,
 NM1668'35 FEET EAST OF THE CENTERLINE OF HIGHWAY 230, 2 FEET NORTH
 NM1668'OF A LARGE HACKBERRY TREE AND 1.5 FEET WEST OF A WITNESS POST.
 NM1668'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SERG AZI
 NM1668'1934.
 NM1668'
 NM1668'M.R.C. IS 10.46 FEET NORTH-NORTHWEST OF THE STATION.  THE MARK
 NM1668'IS A 4 INCH PIPE WITH CAP HAVING THE LEGEND MISSOURI RIVER
 NM1668'COMMISSION AND A TRIANGLE MARKING THE CENTER CAST ON ITS FACE.
 NM1668'
 NM1668'TO REACH FROM THE POST OFFICE IN SERGEANT BLUFF, GO EASTERLY
 NM1668'0.2 MILE TO U.S. HIGHWAY 75, TURN LEFT ON HIGHWAY 75 FOR 0.35
 NM1668'MILE TO GRAVELED ROAD RIGHT (EAST), TURN EAST FOR 0.7 MILE
 NM1668'TO A WIRE GATE ON THE RIGHT, PASS THROUGH GATE 0.1 MILE TO
 NM1668'FIELD, - PASS THROUGH GATE FOLLOWING ALONG THE EDGE OF FIELD
 NM1668'TO THIRD GATE, PASS THROUGH GATE TURNING LEFT TO POINT OF RIDGE
 NM1668'THEN RIGHT UP RIDGE TO HIGHEST POINT AND STATION ABOUT 0.2
 NM1668'MILE.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO
 NM1668'ROAD, TURN RIGHT 0.3 MILE TO HIGHWAY 230, TURN RIGHT 0.35
 NM1668'MILE TO THE MARK ON THE LEFT.
 NM1668'
 NM1668'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 NM1668
 NM1668                          STATION RECOVERY (1953)
 NM1668
 NM1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 NM1668'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 NM1668'IS ADEQUATE.
 NM1668'
 NM1668'REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD CONDITION.
 NM1668'
 NM1668'THE DISTANCES WERE NOT CHECKED.  NOT ATTEMPT WAS MADE TO
 NM1668'RECOVER THE AZIMUTH MARK.
 NM1668
 NM1668                          STATION RECOVERY (1962)
 NM1668
 NM1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 NM1668'THE STATION MARK, REFERENCE MARKS 1 AND 2, SARGEANTS (MRC),
 NM1668'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND AS DESCRIBED
 NM1668'IN THE 1948 DESCRIPTION, WHICH IS ADEQUATE FOR RECOVERY.
 NM1668
 NM1668                          STATION RECOVERY (1966)
 NM1668
 NM1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 NM1668'THE STATION MARK, REFERENCE MARKS 1 AND 2, SARGENT (MORC),
 NM1668'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN QUAD.
 NM1668'BOOK 420962, STATION 1030.
 NM1668
 NM1668                          STATION RECOVERY (1992)
 NM1668
 NM1668'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 NM1668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1671 ***********************************************************************
 NM1671  DESIGNATION -  SERGEANT BLUFF MUNICIPAL TANK
 NM1671  PID         -  NM1671
 NM1671  STATE/COUNTY-  IA/WOODBURY
 NM1671  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM1671
 NM1671                         *CURRENT SURVEY CONTROL
 NM1671  ___________________________________________________________________
 NM1671* NAD 83(1996)-  42 24 13.31030(N)    096 21 28.71864(W)     ADJUSTED  
 NM1671* NAVD 88     -                                                        
 NM1671  ___________________________________________________________________
 NM1671  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 NM1671  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 NM1671
 NM1671  HORZ ORDER  -  THIRD
 NM1671
 NM1671.The horizontal coordinates were established by classical geodetic methods
 NM1671.and adjusted by the National Geodetic Survey in May 1999..
 NM1671
 NM1671
 NM1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1671
 NM1671.The geoid height was determined by GEOID03.
 NM1671
 NM1671;                    North         East     Units Scale Factor Converg.
 NM1671;SPC IA N     - 1,104,355.613 1,264,772.098   MT  0.99995592   -1 56 13.1
 NM1671;SPC NE       -   291,700.426   799,675.459   MT  0.99978146   +2 24 48.8
 NM1671;UTM  14      - 4,697,981.596   717,424.701   MT  1.00018168   +1 46 56.4
 NM1671
 NM1671                          SUPERSEDED SURVEY CONTROL
 NM1671
 NM1671  NAD 83(1996)-  42 24 13.31031(N)    096 21 28.71864(W) AD(       ) 4
 NM1671  NAD 83(1996)-  42 24 13.31032(N)    096 21 28.71875(W) AD(       ) 4
 NM1671  NAD 83(1996)-  42 24 13.31053(N)    096 21 28.71943(W) AD(       ) 4
 NM1671  NAD 83(1986)-  42 24 13.31416(N)    096 21 28.71902(W) AD(       ) 4
 NM1671  NAD 27      -  42 24 13.33600(N)    096 21 27.60600(W) AD(       ) 3
 NM1671
 NM1671.Superseded values are not recommended for survey control.
 NM1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1671.See file dsdata.txt to determine how the superseded data were derived.
 NM1671
 NM1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1742597982(NAD 83)
 NM1671_MARKER: 53 = ELEVATED TANK
 NM1671_SETTING: 0 = UNSPECIFIED SETTING
 NM1671
 NM1671  HISTORY     - Date     Condition        Report By
 NM1671  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1671  HISTORY     - 1948     GOOD             CGS
 NM1671  HISTORY     - 1959     GOOD             CGS
 NM1671  HISTORY     - 1966     GOOD             CGS
 NM1671  HISTORY     - 1975     GOOD             NGS
 NM1671  HISTORY     - 1979     GOOD             NGS
 NM1671
 NM1671                          STATION DESCRIPTION
 NM1671
 NM1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1671'THE STATION IS LOCATED IN THE TOWN OF SERGEANT BLUFF ABOUT
 NM1671'100 YARDS SOUTHWEST OF THE DEPOT.
 NM1671'
 NM1671'THE TANK IS OF STEEL CONSTRUCTION, 100 FEET HIGH FOUR-LEGGED, 30 FEET
 NM1671'SQUARE AT THE BASE AND THE LEGS ARE PAINTED BLACK AND THE
 NM1671'TANK IS PAINTED SILVER WITH THE BLACK LETTERS, SERGEANT BLUFF
 NM1671'ON IT.
 NM1671'
 NM1671'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 NM1671
 NM1671                          STATION RECOVERY (1959)
 NM1671
 NM1671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 NM1671'RECOVERED AS DESCRIBED EXCEPT TANK IS NOW PAINTED BLACK WITH
 NM1671'SILVER LETTERS SERGEANT BLUFF ON IT.
 NM1671
 NM1671                          STATION RECOVERY (1966)
 NM1671
 NM1671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 NM1671'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 NM1671'A DESCRIPTION FOLLOWS.
 NM1671'
 NM1671'LOCATED IN SERGEANT BLUFF, IN THE SOUTHEAST QUADRANT OF THE
 NM1671'INTERSECTION OF FOURTH AND G STREETS, 63.2 FEET SOUTH OF FOURTH
 NM1671'STREET, 59.0 FEET WEST OF A RAILROAD SIDING TRACK, 55.1 FEET
 NM1671'EAST OF G STREET, AND 16.6 FEET NORTH OF A SMALL BUILDING.  THE
 NM1671'TANK IS PAINTED GREEN, WITH THE LEGEND SERGEANT BLUFF PAINTED
 NM1671'ON THE NORTH AND SOUTH SIDES OF THE TANK, AND IS SUPPORTED BY
 NM1671'A 4-LEGGED STEEL STRUCTURE THAT IS ABOUT 150 FEET HIGH.
 NM1671
 NM1671                          STATION RECOVERY (1975)
 NM1671
 NM1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 NM1671'THE STATION WAS RECOVERED AS RECOVERED AS DESCRIBED IN THE RECOVERY
 NM1671'NOTE OF 1966.
 NM1671'
 NM1671'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SERGEANT
 NM1671'BLUFF.
 NM1671
 NM1671                          STATION RECOVERY (1979)
 NM1671
 NM1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 NM1671'STATION RECOVERED AS DESCRIBED IN QUAD 420962 STA. 1043.
 NM1671'
 NM1671'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE TOWN OF
 NM1671'SERGANT BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1199 ***********************************************************************
 OO1199  DESIGNATION -  SEVERSON
 OO1199  PID         -  OO1199
 OO1199  STATE/COUNTY-  IA/WINNEBAGO
 OO1199  USGS QUAD   -  FOREST CITY (1972)
 OO1199
 OO1199                         *CURRENT SURVEY CONTROL
 OO1199  ___________________________________________________________________
 OO1199* NAD 83(1996)-  43 19 14.86540(N)    093 39 37.43808(W)     ADJUSTED  
 OO1199* NAVD 88     -       397.4    (meters)    1304.     (feet)  VERTCON   
 OO1199  ___________________________________________________________________
 OO1199  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 OO1199  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 OO1199
 OO1199  HORZ ORDER  -  SECOND
 OO1199
 OO1199.The horizontal coordinates were established by classical geodetic methods
 OO1199.and adjusted by the National Geodetic Survey in May 1999..
 OO1199
 OO1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1199
 OO1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1199
 OO1199.The geoid height was determined by GEOID03.
 OO1199
 OO1199;                    North         East     Units Scale Factor Converg.
 OO1199;SPC IA N     - 1,202,268.089 1,486,988.994   MT  1.00001034   -0 06 31.4
 OO1199;UTM  15      - 4,796,651.370   446,452.736   MT  0.99963527   -0 27 11.2
 OO1199
 OO1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1199!SPC IA N     -   0.99994229  x   1.00001034  =   0.99995263
 OO1199!UTM  15      -   0.99994229  x   0.99963527  =   0.99957758
 OO1199
 OO1199:                Primary Azimuth Mark                     Grid Az
 OO1199:SPC IA N     -  SEVERSON AZ MK                           112 26 49.8
 OO1199:UTM  15      -  SEVERSON AZ MK                           112 47 29.6
 OO1199
 OO1199|---------------------------------------------------------------------|
 OO1199| PID    Reference Object                     Distance      Geod. Az  |
 OO1199|                                                           dddmmss.s |
 OO1199| CI7143 SEVERSON AZ MK                                     1122018.4 |
 OO1199| OO1197 FOREST CITY MUN TANK                APPROX. 6.6 KM 1681459.8 |
 OO1199| OO1198 FOREST CITY WINNEBAGO CO TANK       APPROX. 7.6 KM 1724645.0 |
 OO1199| CI7144 SEVERSON RM 1                        11.704 METERS 21056     |
 OO1199| CI7145 SEVERSON RM 2                         8.684 METERS 27051     |
 OO1199|---------------------------------------------------------------------|
 OO1199
 OO1199                          SUPERSEDED SURVEY CONTROL
 OO1199
 OO1199  NAD 83(1996)-  43 19 14.86541(N)    093 39 37.43808(W) AD(       ) 2
 OO1199  NAD 83(1986)-  43 19 14.85740(N)    093 39 37.43214(W) AD(       ) 2
 OO1199  NAD 27      -  43 19 15.01968(N)    093 39 36.66338(W) AD(       ) 2
 OO1199  NGVD 29 (07/19/86)  397.4    (m)         1304.     (f) VERT ANG       
 OO1199
 OO1199.Superseded values are not recommended for survey control.
 OO1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1199.See file dsdata.txt to determine how the superseded data were derived.
 OO1199
 OO1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4645396651(NAD 83)
 OO1199_MARKER: DS = TRIANGULATION STATION DISK
 OO1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1199_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1199
 OO1199  HISTORY     - Date     Condition        Report By
 OO1199  HISTORY     - 1971     MONUMENTED       NGS
 OO1199  HISTORY     - 1972     GOOD             USGS
 OO1199
 OO1199                          STATION DESCRIPTION
 OO1199
 OO1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1199'THE STATION IS ABOUT 4 MILES NORTH-NORTHWEST OF FOREST CITY,
 OO1199'1-1/2 MILES SOUTHWEST OF LELAND, IN THE EAST CENTER OF SECTION
 OO1199'10, T. 98 N., R. 24 W. AND ON PROPERTY OF MR. MERLE SEVERSON.
 OO1199'HIS PHONE NUMBER IS (505) 567-3723.
 OO1199'
 OO1199'TO REACH THE STATION FROM THE POST OFFICE IN LELAND, GO WEST
 OO1199'ON A PAVED ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT JUST
 OO1199'AFTER CROSSING RAILROAD TRACKS.  TURN LEFT AND GO SOUTH ON A
 OO1199'PAVED ROAD WHICH BECOMES GRAVELED FOR 0.6 MILE TO A T-ROAD.  TURN
 OO1199'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.8 MILE TO A CROSSROAD.
 OO1199'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO A
 OO1199'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE DRIVEWAY
 OO1199'FOR 0.15 MILE TO THE STATION ON THE RIGHT JUST BEFORE REACHING
 OO1199'AN ABANDONED FARM HOUSE.
 OO1199'
 OO1199'STATION MARKS ARE STANDARD DISKS STAMPED SEVERSON 1971.  THE
 OO1199'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OO1199'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 103
 OO1199'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 41 FEET
 OO1199'NORTH-NORTHEAST OF A POWER LINE POLE WITH TRANSFORMER, 9.5 FEET
 OO1199'NORTH OF THE CENTER OF THE DRIVEWAY AND 2.6 FEET EAST-SOUTHEAST
 OO1199'OF A FENCE CORNER.  THE UNDERGROUND DISK IS SET IN THE TOP
 OO1199'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 OO1199'SURFACE.
 OO1199'
 OO1199'REFERENCE MARK 1, A STANDARD DISK STAMPED SEVERSON NO 1 1971,
 OO1199'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1199'FLUSH WITH THE GROUND SURFACE.  IT IS 38 FEET WEST-SOUTHWEST
 OO1199'OF THE FENCE CORNER, 23 FEET SOUTH OF THE CENTER OF THE DRIVEWAY
 OO1199'AND 2.5 FEET NORTHEAST OF THE POWER LINE POLE.
 OO1199'
 OO1199'REFERENCE MARK 2, A STANDARD DISK STAMPED SEVERSON NO 2 1971,
 OO1199'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1199'FLUSH WITH THE GROUND SURFACE.  IT IS 26 FEET WEST OF THE
 OO1199'FENCE CORNER, 10 FEET NORTH OF THE CENTER OF THE DRIVEWAY
 OO1199'AND 1 FOOT SOUTH OF A WIRE FENCE.
 OO1199'
 OO1199'THE AZIMUTH MARK, A STANDARD DISK STAMPED SEVERSON 1971, IS SET
 OO1199'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 OO1199'WITH THE GROUND SURFACE.  IT IS 100 FEET EAST OF THE CENTER
 OO1199'OF U.S. HIGHWAY 69 AND STATE HIGHWAY 9, 28 FEET WEST-SOUTHWEST
 OO1199'OF AN UNDERGROUND CABLE JUNCTION BOX, 18 FEET NORTH OF THE
 OO1199'CENTER OF A GRAVLED ROAD, 13.6 FEET SOUTH-SOUTHWEST OF A
 OO1199'UNDERGROUND CABLE MARKER AND 1 FOOT SOUTHEAST OF A METAL
 OO1199'WITNESS POST.
 OO1199'
 OO1199'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN LELAND, GO
 OO1199'EAST ON A PAVED ROAD FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT
 OO1199'AND GO SOUTH ON U.S. HIGHWAY 69 AND STATE HIGHWAY 9 FOR 1.7 MILES
 OO1199'TO A SIDE ROAD LEFT AND THE MARK IN THE NORTHEAST ANGLE OF THE
 OO1199'INTERSECTION.
 OO1199'
 OO1199'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 OO1199
 OO1199                          STATION RECOVERY (1972)
 OO1199
 OO1199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO1199'ALL MARKS FOUND IN GOOD CONDITION.  DISTANCES CHECKED AND
 OO1199'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0516 ***********************************************************************
 LE0516  DESIGNATION -  SEWAL
 LE0516  PID         -  LE0516
 LE0516  STATE/COUNTY-  IA/WAYNE
 LE0516  USGS QUAD   -  POWERSVILLE (1964)
 LE0516
 LE0516                         *CURRENT SURVEY CONTROL
 LE0516  ___________________________________________________________________
 LE0516* NAD 83(1996)-  40 37 22.55030(N)    093 15 10.91331(W)     ADJUSTED  
 LE0516* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 LE0516  ___________________________________________________________________
 LE0516  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 LE0516  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 LE0516
 LE0516  HORZ ORDER  -  FIRST
 LE0516
 LE0516.The horizontal coordinates were established by classical geodetic methods
 LE0516.and adjusted by the National Geodetic Survey in May 1999..
 LE0516
 LE0516.The orthometric height was scaled from a topographic map.
 LE0516
 LE0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0516
 LE0516.The geoid height was determined by GEOID03.
 LE0516
 LE0516;                    North         East     Units Scale Factor Converg.
 LE0516;SPC IA S     -    69,205.302   520,896.656   MT  0.99999890   +0 09 45.6
 LE0516;SPC MO C     -   531,887.036   436,287.836   MT  0.99998328   -0 29 25.1
 LE0516;UTM  15      - 4,496,930.926   478,598.842   MT  0.99960564   -0 09 53.1
 LE0516
 LE0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0516!SPC IA S     -   0.99995211  x   0.99999890  =   0.99995101
 LE0516!SPC MO C     -   0.99995211  x   0.99998328  =   0.99993539
 LE0516!UTM  15      -   0.99995211  x   0.99960564  =   0.99955777
 LE0516
 LE0516|---------------------------------------------------------------------|
 LE0516| PID    Reference Object                     Distance      Geod. Az  |
 LE0516|                                                           dddmmss.s |
 LE0516| CL9416 SEWAL RM 2                           20.240 METERS 05734     |
 LE0516| LE0510 SEYMOUR CONICAL DIRT MOUND          APPROX.15.0 KM 0581740.0 |
 LE0516| CL9415 SEWAL RM 1                                         08610     |
 LE0516| LE0534 UNIONVILLE POWER PLANT STACK        APPROX.26.2 KM 1281303.5 |
 LE0516| LE0535 AIRPLANE BEACON 2                   APPROX.24.0 KM 1375537.8 |
 LE0516| LE0515 SEWAL 2                               2.788 METERS 17650     |
 LE0516| LE0539 AIRPLANE BEACON 3                   APPROX.26.4 KM 1772038.0 |
 LE0516| LE0519 FAIRVIEW CHURCH SPIRE               APPROX.17.2 KM 2484032.2 |
 LE0516| LE0514 ALLERTON ROCK IS RR COAL ELEV       APPROX.13.3 KM 3155719.3 |
 LE0516| LE0528 CORYDON IOWA PRIMARY SCHOOL         APPROX.16.0 KM 3385711.5 |
 LE0516| LE0527 CORYDON CITY WATER TANK             APPROX.16.1 KM 3393450.7 |
 LE0516| LE0526 CORYDON COURTHOUSE                  APPROX.16.0 KM 3395106.8 |
 LE0516| LE0513 SEWAL BRICK SCH HOUSE CHIMNEY       APPROX. 1.8 KM 3430710.1 |
 LE0516| LE0512 SEWAL RR COAL ELEV HIGHEST PT       APPROX. 2.7 KM 3573337.5 |
 LE0516|---------------------------------------------------------------------|
 LE0516
 LE0516                          SUPERSEDED SURVEY CONTROL
 LE0516
 LE0516  NAD 83(1986)-  40 37 22.54844(N)    093 15 10.91979(W) AD(       ) 1
 LE0516  NAD 27      -  40 37 22.52110(N)    093 15 10.15580(W) AD(       ) 1
 LE0516
 LE0516.Superseded values are not recommended for survey control.
 LE0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0516.See file dsdata.txt to determine how the superseded data were derived.
 LE0516
 LE0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE7859996931(NAD 83)
 LE0516_MARKER: DS = TRIANGULATION STATION DISK
 LE0516_SETTING: 0 = UNSPECIFIED SETTING
 LE0516
 LE0516  HISTORY     - Date     Condition        Report By
 LE0516  HISTORY     - 1928     MONUMENTED       CGS
 LE0516  HISTORY     - 1934     GOOD             CGS
 LE0516  HISTORY     - 1956     GOOD             CGS
 LE0516
 LE0516                          STATION DESCRIPTION
 LE0516
 LE0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 LE0516'ABOUT 1 MILE SOUTH AND 0.4 MILE EAST OF TOWN OF SEWAL, ON NORTH
 LE0516'SIDE OF NE. 1/4 SEC. 10, T. 67 N., R. 21 W., ON LAND OF MR.
 LE0516'MC COLLOUGH WHO LIVES ON WEST SIDE OF THIS QUARTER SECTION.
 LE0516'THERE IS NO ROAD ON EAST SIDE OF SECTION 10.  THE NORTH-AND-SOUTH
 LE0516'ROAD IS ON HALF-SECTION LINE THROUGH SECTION 10.  STATION IS
 LE0516'209 METERS (686 FEET) WEST OF SECTION CORNER, 586 METERS
 LE0516'(1,923 FEET) EAST OF HALF-SECTION CORNER, 7.75 METERS (25.4
 LE0516'FEET) SOUTH OF CENTER LINE OF ROAD, AND 0.20 METER (0.7 FOOT)
 LE0516'NORTH OF FENCE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 LE0516'DISK STATION MARKS IN CONCRETE.  LOWER MARK IS 5 FEET BELOW
 LE0516'SURFACE OF GROUND.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 LE0516'IN CONCRETE.  NO. 1 IS 7.7 METERS (25 FEET)
 LE0516'NORTH OF CENTER LINE OF ROAD, 0.40 METER (1.3 FEET) SOUTH
 LE0516'OF FENCE LINE, AND ABOUT 209 METERS (685 FEET) FROM
 LE0516'STATION.  NO. 2 IS 7.3
 LE0516'METERS (24 FEET) NORTH OF CENTER LINE OF ROAD, 0.40
 LE0516'METER (1.3 FEET) SOUTH OF FENCE, AND 20.24 METERS (66.4
 LE0516'FEET) FROM STATION N 42 DEG 26 MIN W.
 LE0516
 LE0516                          STATION RECOVERY (1934)
 LE0516
 LE0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JNC)
 LE0516'THE STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  THE
 LE0516'DESCRIPTIONS ARE ALRIGHT EXCEPT THAT R.M. NO. 1 IS ALSO ABOUT
 LE0516'24 FEET NORTH OF THE NORTHEAST CORNER OF SECTION 10.
 LE0516
 LE0516                          STATION RECOVERY (1956)
 LE0516
 LE0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 LE0516'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LE0516'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY ALL MARKS.
 LE0516'THEY WERE MOVED AT THE REQUEST OF MR. THEODORE ROBISON, WAYNE
 LE0516'COUNTY ENGINEER.  A NEW STATION, SEWAL 2, WAS ESTABLISHED.
 LE0516'FOR DETAILS, SEE THE DESCRIPTION OF SEWAL 2 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0515 ***********************************************************************
 LE0515  DESIGNATION -  SEWAL 2
 LE0515  PID         -  LE0515
 LE0515  STATE/COUNTY-  IA/WAYNE
 LE0515  USGS QUAD   -  POWERSVILLE (1964)
 LE0515
 LE0515                         *CURRENT SURVEY CONTROL
 LE0515  ___________________________________________________________________
 LE0515* NAD 83(1996)-  40 37 22.46006(N)    093 15 10.90677(W)     ADJUSTED  
 LE0515* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 LE0515  ___________________________________________________________________
 LE0515  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 LE0515  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 LE0515
 LE0515  HORZ ORDER  -  SECOND
 LE0515
 LE0515.The horizontal coordinates were established by classical geodetic methods
 LE0515.and adjusted by the National Geodetic Survey in May 1999..
 LE0515.No horizontal observational check was made to the station.
 LE0515
 LE0515.The orthometric height was scaled from a topographic map.
 LE0515
 LE0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0515
 LE0515.The geoid height was determined by GEOID03.
 LE0515
 LE0515;                    North         East     Units Scale Factor Converg.
 LE0515;SPC IA S     -    69,202.519   520,896.818   MT  0.99999890   +0 09 45.6
 LE0515;UTM  15      - 4,496,928.143   478,598.988   MT  0.99960564   -0 09 53.1
 LE0515
 LE0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0515!SPC IA S     -   0.99995211  x   0.99999890  =   0.99995101
 LE0515!UTM  15      -   0.99995211  x   0.99960564  =   0.99955777
 LE0515
 LE0515|---------------------------------------------------------------------|
 LE0515| PID    Reference Object                     Distance      Geod. Az  |
 LE0515|                                                           dddmmss.s |
 LE0515| CL9417 SEWAL 2 RM 3                         20.610 METERS 00639     |
 LE0515| CL9418 SEWAL 2 RM 4                                       08337     |
 LE0515| CL9415 SEWAL RM 1                                         08524     |
 LE0515| LE0516 SEWAL                                 2.788 METERS 35650     |
 LE0515|---------------------------------------------------------------------|
 LE0515
 LE0515                          SUPERSEDED SURVEY CONTROL
 LE0515
 LE0515  NAD 83(1986)-  40 37 22.45819(N)    093 15 10.91325(W) AD(       ) 2
 LE0515  NAD 27      -  40 37 22.43090(N)    093 15 10.14930(W) AD(       ) 2
 LE0515
 LE0515.Superseded values are not recommended for survey control.
 LE0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0515.See file dsdata.txt to determine how the superseded data were derived.
 LE0515
 LE0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE7859996928(NAD 83)
 LE0515_MARKER: DS = TRIANGULATION STATION DISK
 LE0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0515_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0515
 LE0515  HISTORY     - Date     Condition        Report By
 LE0515  HISTORY     - 1956     MONUMENTED       CGS
 LE0515
 LE0515                          STATION DESCRIPTION
 LE0515
 LE0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 LE0515'STATION IS ABOUT 10 MILES SOUTH-SOUTHEAST OF CORYDON AND 1
 LE0515'AND 1/4 MILES SOUTH-SOUTHEAST OF THE SMALL VILLAGE OF SEWAL ON THE
 LE0515'NORTH SIDE OF THE NE 1/4 SEC. 10, T. 67 N., R. 21 W., AND 33
 LE0515'FEET SOUTH OF THE CENTER OF A GRADED ROAD.  THE MARK PROJECTS
 LE0515'6 INCHES AND THE DISK IS STAMPED SEWAL 2 1956.
 LE0515'
 LE0515'REFERENCE MARK NO. 3 IS 33 FEET NORTH OF THE CENTER OF A GRADED,
 LE0515'GRAVEL ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LE0515'SEWAL 2 R M 3 1956.
 LE0515'
 LE0515'REFERENCE MARK NO. 4 IS 48 FEET NORTH OF THE CENTER OF A GRADED,
 LE0515'GRAVEL ROAD, 34 FEET EAST OF THE NEAREST LEG OF A STEEL WINDMILL,
 LE0515'AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK
 LE0515'IS STAMPED SEWAL 2 NO 4 1956.
 LE0515'
 LE0515'TO REACH THE STATION FROM THE BRICK SCHOOL IN SEWAL, GO SOUTH ON
 LE0515'A GRAVEL ROAD FOR 1.0 MILE TO CROSSROADS.  TURN LEFT AND GO
 LE0515'EAST ON GRADED, GRAVEL ROAD FOR 0.4 MILE TO THE STATION ON THE
 LE0515'RIGHT.
 LE0515'
 LE0515'TO REACH R.M. NO. 4 FROM THE STATION, GO EAST ON GRADED,
 LE0515'GRAVEL ROAD FOR 230 YARDS TO R.M. NO. 4 ON THE LEFT AS DESCRIBED.
 LE0515'
 LE0515'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0513 ***********************************************************************
 LE0513  DESIGNATION -  SEWAL BRICK SCH HOUSE CHIMNEY
 LE0513  PID         -  LE0513
 LE0513  STATE/COUNTY-  IA/WAYNE
 LE0513  USGS QUAD   -  ALLERTON (1964)
 LE0513
 LE0513                         *CURRENT SURVEY CONTROL
 LE0513  ___________________________________________________________________
 LE0513* NAD 83(1996)-  40 38 18.15189(N)    093 15 33.06218(W)     ADJUSTED  
 LE0513* NAVD 88     -                                                        
 LE0513  ___________________________________________________________________
 LE0513  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 LE0513  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 LE0513
 LE0513  HORZ ORDER  -  THIRD
 LE0513
 LE0513.The horizontal coordinates were established by classical geodetic methods
 LE0513.and adjusted by the National Geodetic Survey in May 1999..
 LE0513
 LE0513
 LE0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0513
 LE0513.The geoid height was determined by GEOID03.
 LE0513
 LE0513;                    North         East     Units Scale Factor Converg.
 LE0513;SPC IA S     -    70,918.937   520,371.333   MT  0.99999624   +0 09 31.1
 LE0513;SPC MO C     -   533,606.523   435,782.084   MT  0.99998408   -0 29 40.1
 LE0513;UTM  15      - 4,498,646.862   478,083.523   MT  0.99960591   -0 10 07.7
 LE0513
 LE0513                          SUPERSEDED SURVEY CONTROL
 LE0513
 LE0513  NAD 83(1986)-  40 38 18.15028(N)    093 15 33.06889(W) AD(       ) 4
 LE0513  NAD 27      -  40 38 18.09600(N)    093 15 32.29400(W) AD(       ) 3
 LE0513
 LE0513.Superseded values are not recommended for survey control.
 LE0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0513.See file dsdata.txt to determine how the superseded data were derived.
 LE0513
 LE0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE7808498647(NAD 83)
 LE0513_MARKER: 85 = CHIMNEY
 LE0513
 LE0513  HISTORY     - Date     Condition        Report By
 LE0513  HISTORY     - 1928     FIRST OBSERVED   CGS
 LE0513  HISTORY     - 20050813 MARK NOT FOUND   GEOCAC
 LE0513
 LE0513                          STATION DESCRIPTION
 LE0513
 LE0513'DESCRIBED BY GEOCACHING 2005 (GH)
 LE0513'THE SCHOOLHOUSE HAS BEEN DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0567 ***********************************************************************
 NL0567  DESIGNATION -  SHALLER
 NL0567  PID         -  NL0567
 NL0567  STATE/COUNTY-  IA/BUENA VISTA
 NL0567  USGS QUAD   -  STORM LAKE (1979)
 NL0567
 NL0567                         *CURRENT SURVEY CONTROL
 NL0567  ___________________________________________________________________
 NL0567* NAD 83(1996)-  42 37 31.07212(N)    095 08 39.77508(W)     ADJUSTED  
 NL0567* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 NL0567  ___________________________________________________________________
 NL0567  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 NL0567  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 NL0567
 NL0567  HORZ ORDER  -  SECOND
 NL0567
 NL0567.The horizontal coordinates were established by classical geodetic methods
 NL0567.and adjusted by the National Geodetic Survey in May 1999..
 NL0567
 NL0567.The orthometric height was scaled from a topographic map.
 NL0567
 NL0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0567
 NL0567.The geoid height was determined by GEOID03.
 NL0567
 NL0567;                    North         East     Units Scale Factor Converg.
 NL0567;SPC IA N     - 1,126,305.805 1,365,119.461   MT  0.99994564   -1 06 52.1
 NL0567;UTM  15      - 4,721,435.111   324,153.167   MT  0.99998045   -1 27 09.2
 NL0567
 NL0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0567!SPC IA N     -   0.99993640  x   0.99994564  =   0.99988204
 NL0567!UTM  15      -   0.99993640  x   0.99998045  =   0.99991685
 NL0567
 NL0567|---------------------------------------------------------------------|
 NL0567| PID    Reference Object                     Distance      Geod. Az  |
 NL0567|                                                           dddmmss.s |
 NL0567| CO4523 SHALLER RM 1                         30.495 METERS 02908     |
 NL0567| NL0555 ZION EV LUTH CH SPIRE               APPROX.11.6 KM 0332010.0 |
 NL0567| NL0557 NEWELL MUNICIPAL TANK               APPROX.11.9 KM 1004302.9 |
 NL0567| CO4522 SHALLER AZ MK                                      1972957.9 |
 NL0567| NL0566 STORM LAKE ST POL KAA 971 MAST      APPROX. 3.7 KM 2884357.6 |
 NL0567| NL0562 STORM LAKE ST MARYS CATH CH         APPROX. 4.7 KM 2913058.1 |
 NL0567| NL0570 STORM LAKE PUB SER PWR STK          APPROX. 9.2 KM 2914218.4 |
 NL0567| NL0568 STORM LAKE MUNICIPAL TANK           APPROX. 5.1 KM 2920449.1 |
 NL0567| NL0573 ALTA MUNICIPAL POWER PLANT STK      APPROX.14.0 KM 2924310.3 |
 NL0567| NL0572 ALTA MUNICIPAL TANK                 APPROX.14.1 KM 2924710.3 |
 NL0567| CO4524 SHALLER RM 2                         19.569 METERS 29340     |
 NL0567| NL0564 STORM LAKE RAD STA KAYL MAST        APPROX. 2.3 KM 2964220.4 |
 NL0567|---------------------------------------------------------------------|
 NL0567
 NL0567                          SUPERSEDED SURVEY CONTROL
 NL0567
 NL0567  NAD 83(1996)-  42 37 31.07207(N)    095 08 39.77500(W) AD(       ) 2
 NL0567  NAD 83(1986)-  42 37 31.07006(N)    095 08 39.77346(W) AD(       ) 2
 NL0567  NAD 27      -  42 37 31.14400(N)    095 08 38.79400(W) AD(       ) 2
 NL0567
 NL0567.Superseded values are not recommended for survey control.
 NL0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0567.See file dsdata.txt to determine how the superseded data were derived.
 NL0567
 NL0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2415321435(NAD 83)
 NL0567_MARKER: DS = TRIANGULATION STATION DISK
 NL0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0567
 NL0567  HISTORY     - Date     Condition        Report By
 NL0567  HISTORY     - 1950     MONUMENTED       CGS
 NL0567
 NL0567                          STATION DESCRIPTION
 NL0567
 NL0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0567'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF STORM LAKE
 NL0567'IN A FARM YARD.  STATION IS 31 FEET NORTHEAST OF CENTER GATE POST
 NL0567'OF TWO GATES AND 20 FEET NORTH NORTHWEST OF WITNESS POST.
 NL0567'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 NL0567'SHALLER 1950.
 NL0567'
 NL0567'REFERENCE MARK NO. 1 IS 2 FEET WEST OF THE NORTHWEST CORNER OF
 NL0567'LARGE GARAGE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 NL0567'STAMPED SHALLER NO 1 1950.
 NL0567'
 NL0567'REFERENCE MARK NO. 2 IS 2.5 FEET SOUTHEAST OF SOUTHEAST CORNER
 NL0567'OF BARN AND 1 FOOT EAST OF FENCE.  THE MARK IS FLUSH WITH
 NL0567'THE GROUND AND THE DISK IS STAMPED SHALLER NO 2 1950.
 NL0567'
 NL0567'AZIMUTH MARK IS 49 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 NL0567'71, 13 FEET NORTH OF T FENCE CORNER, 10 FEET NORTH OF POWER
 NL0567'POLE AND 3 FEET NORTH OF WITNESS POST.  THE MARK PROJECTS
 NL0567'ABOUT 3 INCHES AND THE DISK IS STAMPED SHALLER 1950.
 NL0567'
 NL0567'TO REACH FROM THE POST OFFICE IN STORM LAKE GO SOUTH ON U.S.
 NL0567'HIGHWAY 71 FOR 0.35 MILE TO POINT WHERE HIGHWAY TURNS LEFT.
 NL0567'TURN LEFT AND FOLLOW U.S. HIGHWAY 71 EASTERLY AND SOUTH FOR
 NL0567'3.0 MILES TO T ROAD LEFT.  TURN LEFT AND GO EAST ON GRAVEL
 NL0567'ROAD FOR 0.35 MILE TO DRIVEWAY ON RIGHT.  ENTER DRIVEWAY AND
 NL0567'GO SOUTH TO SOUTH EDGE OF FARM YARD TO STATION NEAR DOUBLE
 NL0567'GATE AS DESCRIBED.  TO REACH AZIMUTH RETURN TO U.S. HIGHWAY 71.
 NL0567'TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 71 FOR 1.35 MILES TO
 NL0567'AZIMUTH MARK ON RIGHT OR WEST SIDE OF HIGHWAY AS DESCRIBED.
 NL0567'
 NL0567'AN 87 FOOT SIGNAL AT STATION NEMAHA IS V.G.
 NL0567'
 NL0567'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0891 ***********************************************************************
 MG0891  DESIGNATION -  SHAN
 MG0891  PID         -  MG0891
 MG0891  STATE/COUNTY-  IA/JOHNSON
 MG0891  USGS QUAD   -  WILLIAMSTOWN (1965)
 MG0891
 MG0891                         *CURRENT SURVEY CONTROL
 MG0891  ___________________________________________________________________
 MG0891* NAD 83(1996)-  41 32 23.67866(N)    091 39 20.32509(W)     ADJUSTED  
 MG0891* NAVD 88     -       236.6    (meters)     776.     (feet)  VERTCON   
 MG0891  ___________________________________________________________________
 MG0891  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 MG0891  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MG0891
 MG0891  HORZ ORDER  -  SECOND
 MG0891
 MG0891.The horizontal coordinates were established by classical geodetic methods
 MG0891.and adjusted by the National Geodetic Survey in May 1999..
 MG0891
 MG0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0891
 MG0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0891
 MG0891.The geoid height was determined by GEOID03.
 MG0891
 MG0891;                    North         East     Units Scale Factor Converg.
 MG0891;SPC IA S     -   172,638.872   653,885.131   MT  0.99996584   +1 12 53.6
 MG0891;UTM  15      - 4,599,567.572   612,135.866   MT  0.99975474   +0 53 29.7
 MG0891
 MG0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0891!SPC IA S     -   0.99996801  x   0.99996584  =   0.99993385
 MG0891!UTM  15      -   0.99996801  x   0.99975474  =   0.99972276
 MG0891
 MG0891:                Primary Azimuth Mark                     Grid Az
 MG0891:SPC IA S     -  SHAN AZ MK                               067 56 26.8
 MG0891:UTM  15      -  SHAN AZ MK                               068 15 50.7
 MG0891
 MG0891|---------------------------------------------------------------------|
 MG0891| PID    Reference Object                     Distance      Geod. Az  |
 MG0891|                                                           dddmmss.s |
 MG0891| MG0889 SHAN AZ MK                          APPROX. 4.5 KM 0690920.4 |
 MG0891| CL9424 SHAN RM 1                            23.290 METERS 14506     |
 MG0891| CL9425 SHAN RM 2                            26.203 METERS 26957     |
 MG0891|---------------------------------------------------------------------|
 MG0891
 MG0891                          SUPERSEDED SURVEY CONTROL
 MG0891
 MG0891  NAD 83(1986)-  41 32 23.68010(N)    091 39 20.33324(W) AD(       ) 2
 MG0891  NAD 27      -  41 32 23.61838(N)    091 39 19.72931(W) AD(       ) 2
 MG0891  NGVD 29 (07/19/86)  236.6    (m)          776.     (f) VERT ANG       
 MG0891
 MG0891.Superseded values are not recommended for survey control.
 MG0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0891.See file dsdata.txt to determine how the superseded data were derived.
 MG0891
 MG0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF1213699568(NAD 83)
 MG0891_MARKER: DD = SURVEY DISK
 MG0891_SETTING: 0 = UNSPECIFIED SETTING
 MG0891
 MG0891  HISTORY     - Date     Condition        Report By
 MG0891  HISTORY     - 1968     MONUMENTED       USGS
 MG0891  HISTORY     - 20051009 POOR             GEOCAC
 MG0891
 MG0891                          STATION DESCRIPTION
 MG0891
 MG0891'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MG0891'THE STATION IS LOCATED 3.75 MI N. AND 2.5 MI E. OF KALONA,
 MG0891'NEAR COR. OF SECS. 21, 22 27 AND 28, T. 78 N., R. 7 W., IN
 MG0891'THE RIGHT-OF-WAY OF AN E.-W. ASPHALT RD. AND NEAR A CROSSROADS.
 MG0891'
 MG0891'TO REACH THE STATION FROM THE POST OFFICE AT KALONA, DRIVE
 MG0891'N. 2 BLOCKS ON 5TH STREET TO JCT. WITH STATE HWY. 22, TURN LEFT
 MG0891'AND DRIVE W. ON STATE HWY. 22 FOR 0.45 MI TO JCT. WITH STATE
 MG0891'HWY. 1, TURN RIGHT AND DRIVE N. ON STATE HWY. 1 FOR 3.8 MI TO
 MG0891'JCT. OF AN ASPHALT RD. NEAR A CHEESE FACTORY, TURN RIGHT AND
 MG0891'DRIVE E. FOR 3.0 MI ON ASPHALT RD. TO A GRAVEL CROSSROADS,
 MG0891'CONTINUE E. FOR 0.05 MI TO STATION ON THE LEFT.
 MG0891'
 MG0891'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED SHAN
 MG0891'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN
 MG0891'FLUSH WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MG0891'
 MG0891'STATION MARK IS 240 FT E.-NE. OF CROSSROADS, 30 FT N. OF
 MG0891'E.-W. ASPHALT RD., 33 FT W. OF TELEPHONE POLE, 2 FT W. AND 2 FT
 MG0891'S. OF A T-FENCE N., 1 FT E., OF METAL WITNESS POST.
 MG0891'
 MG0891'REFERENCE MARK NO. 1 IS 76.41 FT (23.290 M.) S.-SE. OF STATION,
 MG0891'32 FT S. OF CENTER OF E.-W. ASPHALT RD., 54 FT W. OF A
 MG0891'T-FENCE S., 6 FT W. OF TELEPHONE POLE, 1 FT N. OF RIGHT-OF-WAY
 MG0891'FENCE AND 1 FT E. OF A METAL WITNESS POST.
 MG0891'
 MG0891'REFERENCE MARK NO. 2 IS 85.97 FT (26.203 M.) W. OF STATION,
 MG0891'31 FT N. OF CENTER OF RD., 5 FT E. OF A POWER LINE POLE, 2
 MG0891'FT S. OF RIGHT-OF-WAY FENCE AND 1 FT W. OF A METAL WITNESS POST.
 MG0891'
 MG0891'STANDARD BRACED TRIPOD USED.
 MG0891
 MG0891                          STATION RECOVERY (2005)
 MG0891
 MG0891'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0891'FOUND APPROXIMATELY AS DESCRIBED, ON NORTH SIDE OF 540 STREET EAST OF
 MG0891'JAMES AVE. POLE IS GONE. FENCE IS GONE WEST FROM T INTERSECTION. LARGE
 MG0891'TREES DISTORT FENCE LINE FROM EAST. SKY SIGNIFICANTLY OBSCURED BY
 MG0891'TREES.
 MG0891' 
 MG0891'FOUND DISK 4 INCHES UNDER SURFACE, 1 FOOT EAST AND 1 FOOT NORTH OF
 MG0891'WITNESS POST, AND CLOSER TO 1 FT SOUTH AND 1 FT EAST OF FENCE LINES.
 MG0891'A LARGE TREE ROOT HAS PUSHED TILE TO NORTH AGAINST DISK AND POSSIBLY
 MG0891'MOVED DISK TO NORTH. DISTANCES FROM RMS CONSISTENT WITHIN 1 FOOT BUT
 MG0891'NOT PRECISELY MEASURED.
 MG0891' 
 MG0891'FOUND RM1 1.5 FT EAST OF WITNESS POST AND 9 FEET EAST OF NEWER POWER
 MG0891'POLE, FENCES GONE. DISK PROJECTS 1 FT BUT TILE PROJECTS ONLY 1/2 FOOT
 MG0891'AND SIDE IS AGAINST ROD.
 MG0891' 
 MG0891'FOUND RM2 ABOUT FLUSH, 1.5 FT WEST OF WP, NO FENCE. TILE IS TILTED TO
 MG0891'EAST AGAINST DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0889 ***********************************************************************
 MG0889  DESIGNATION -  SHAN AZ MK
 MG0889  PID         -  MG0889
 MG0889  STATE/COUNTY-  IA/JOHNSON
 MG0889  USGS QUAD   -  HILLS (1983)
 MG0889
 MG0889                         *CURRENT SURVEY CONTROL
 MG0889  ___________________________________________________________________
 MG0889* NAD 83(1996)-  41 33 15.56987(N)    091 36 18.74878(W)     ADJUSTED  
 MG0889* NAVD 88     -       228.5    (meters)     750.     (feet)  VERTCON   
 MG0889  ___________________________________________________________________
 MG0889  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 MG0889  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 MG0889
 MG0889  HORZ ORDER  -  SECOND
 MG0889
 MG0889.The horizontal coordinates were established by classical geodetic methods
 MG0889.and adjusted by the National Geodetic Survey in May 1999..
 MG0889
 MG0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0889
 MG0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0889
 MG0889.The geoid height was determined by GEOID03.
 MG0889
 MG0889;                    North         East     Units Scale Factor Converg.
 MG0889;SPC IA S     -   174,329.799   658,057.927   MT  0.99996736   +1 14 53.2
 MG0889;UTM  15      - 4,601,234.602   616,317.268   MT  0.99976650   +0 55 31.1
 MG0889
 MG0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0889!SPC IA S     -   0.99996929  x   0.99996736  =   0.99993665
 MG0889!UTM  15      -   0.99996929  x   0.99976650  =   0.99973579
 MG0889
 MG0889:                Primary Azimuth Mark                     Grid Az
 MG0889:SPC IA S     -  SHAN                                     247 56 27.7
 MG0889:UTM  15      -  SHAN                                     248 15 49.8
 MG0889
 MG0889|---------------------------------------------------------------------|
 MG0889| PID    Reference Object                     Distance      Geod. Az  |
 MG0889|                                                           dddmmss.s |
 MG0889| MG0891 SHAN                                APPROX. 4.5 KM 2491120.9 |
 MG0889|---------------------------------------------------------------------|
 MG0889
 MG0889                          SUPERSEDED SURVEY CONTROL
 MG0889
 MG0889  NAD 83(1986)-  41 33 15.57054(N)    091 36 18.75646(W) AD(       ) 2
 MG0889  NAD 27      -  41 33 15.50617(N)    091 36 18.15524(W) AD(       ) 2
 MG0889  NGVD 29 (07/19/86)  228.5    (m)          750.     (f) VERT ANG       
 MG0889
 MG0889.Superseded values are not recommended for survey control.
 MG0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0889.See file dsdata.txt to determine how the superseded data were derived.
 MG0889
 MG0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1631701235(NAD 83)
 MG0889_MARKER: DZ = AZIMUTH MARK DISK
 MG0889_SETTING: 0 = UNSPECIFIED SETTING
 MG0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0889+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 MG0889
 MG0889  HISTORY     - Date     Condition        Report By
 MG0889  HISTORY     - 1968     MONUMENTED       USGS
 MG0889  HISTORY     - 20051009 GOOD             GEOCAC
 MG0889
 MG0889                          STATION DESCRIPTION
 MG0889
 MG0889'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JWO)
 MG0889'STATION IS LOCATED ABOUT 4.0 MI W. OF HILLS, NEAR QUARTER
 MG0889'COR. BETWEEN SECS. 13 AND 24, T. 78 N., R. 7 W., IN THE
 MG0889'RIGHT-OF-WAY OF AN E.-W. ASPHALT RD.
 MG0889'
 MG0889'TO REACH THE STATION FROM THE POST OFFICE AT HILLS, DRIVE N. 1/2
 MG0889'BLOCK TO JCT. OF CO. HWY. G, TURN LEFT AND DRIVE W. ON CO. HWY. G
 MG0889'FOR 0.4 MI TO JCT. WITH U.S. HWY 218, TURN RIGHT AND DRIVE N. ON
 MG0889'U.S. HWY, 218 FOR 0.55 MI TO JCT. OF CO. HWY. K, TURN LEFT AND
 MG0889'DRIVE W. ON CO. HWY. K FOR 2.15 MI TO JCT. OF A GRAVEL RD., TURN
 MG0889'LEFT AND DRIVE S. AND W. FOR 0.6 MI TO START OF ASPHALT RD. FOR
 MG0889'0.8 MI TO STATION ON THE LEFT.
 MG0889'
 MG0889'STATION MARK IS STANDARD AZIMUTH MARK TABLET, CRIMPED ON A
 MG0889'10 FT LENGTH OF COPPER COATED ROD DRIVEN FLUSH WITH GROUND AND
 MG0889'SET IN 6 IN. TILE FILLED WITH GRAVEL, 463 FT W.-SW. OF JCT. OF
 MG0889'DRIVE N. TO A HOUSE, 32 FT S. OF CENTER OF ASPHALT RD., 144 FT
 MG0889'W. OF A POWER LINE POLE, 0.5 FT N. OF RIGHT-OF-WAY FENCE AND
 MG0889'1 FT W. OF A METAL WITNESS POST.
 MG0889'
 MG0889'STANDARD BRACED TRIPOD USED.
 MG0889
 MG0889                          STATION RECOVERY (2005)
 MG0889
 MG0889'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0889'FOUND 25 FT WEST OF DRIVEWAY SOUTH TO NEWER RESIDENCE AT 3331
 MG0889'BAYERTOWN RD. DRIVEWAY IN OLDER DESCRIPTION IS ADDRESS 3338. DISK IS
 MG0889'ABOUT 150 FT EAST OF A NEWER POLE AND 150 FT WEST OF A NEWER POLE, 5
 MG0889'INCHES NNW OF WITNESS POST,  SKY VISIBILITY GOOD.
 MG0889' 
 MG0889'DISK PROJECTS 15 INCHES ABOVE SURFACE AND TILE NOT APPARENT. REGRADING
 MG0889'MAY HAVE OCCURRED. DISK IS BENT, ROD APPEARS STRAIGHT. ARROW
 MG0889'APPROXIMATELY WSW CONSISTENT WITH AZIMUTH 249 TO MAIN MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0211 ***********************************************************************
 NK0211  DESIGNATION -  SHEFFIELD
 NK0211  PID         -  NK0211
 NK0211  STATE/COUNTY-  IA/FRANKLIN
 NK0211  USGS QUAD   -  SHEFFIELD (1972)
 NK0211
 NK0211                         *CURRENT SURVEY CONTROL
 NK0211  ___________________________________________________________________
 NK0211* NAD 83(1986)-  42 53 35.     (N)    093 12 57.     (W)     SCALED    
 NK0211* NAVD 88     -       328.323  (meters)    1077.17   (feet)  ADJUSTED  
 NK0211  ___________________________________________________________________
 NK0211  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 NK0211  DYNAMIC HT  -         328.252 (meters)    1076.94  (feet)  COMP
 NK0211  MODELED GRAV-     980,394.3   (mgal)                       NAVD 88
 NK0211
 NK0211  VERT ORDER  -  FIRST     CLASS II
 NK0211
 NK0211.The horizontal coordinates were scaled from a topographic map and have
 NK0211.an estimated accuracy of +/- 6 seconds.
 NK0211
 NK0211.The orthometric height was determined by differential leveling
 NK0211.and adjusted by the National Geodetic Survey in June 1991..
 NK0211
 NK0211.The geoid height was determined by GEOID03.
 NK0211
 NK0211.The dynamic height is computed by dividing the NAVD 88
 NK0211.geopotential number by the normal gravity value computed on the
 NK0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0211.degrees latitude (g = 980.6199 gals.).
 NK0211
 NK0211.The modeled gravity was interpolated from observed gravity values.
 NK0211
 NK0211;                    North         East    Units  Estimated Accuracy
 NK0211;SPC IA N     - 1,154,780.    1,523,210.      MT  (+/- 180 meters Scaled)
 NK0211
 NK0211                          SUPERSEDED SURVEY CONTROL
 NK0211
 NK0211  NGVD 29 (??/??/92)  328.345  (m)         1077.25   (f) ADJ UNCH    1 2
 NK0211
 NK0211.Superseded values are not recommended for survey control.
 NK0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0211.See file dsdata.txt to determine how the superseded data were derived.
 NK0211
 NK0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH823489(NAD 83)
 NK0211_MARKER: DB = BENCH MARK DISK
 NK0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0211_STAMPING: SHEFFIELD 1934
 NK0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0211+STABILITY: SURFACE MOTION
 NK0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NK0211+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 NK0211
 NK0211  HISTORY     - Date     Condition        Report By
 NK0211  HISTORY     - 1934     MONUMENTED       CGS
 NK0211  HISTORY     - 20030724 GOOD             JCLS
 NK0211  HISTORY     - 20041102 GOOD             JCLS
 NK0211
 NK0211                          STATION DESCRIPTION
 NK0211
 NK0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0211'AT SHEFFIELD.
 NK0211'AT SHEFFIELD, ON GILMAN STREET, 40 FEET WEST OF THE WEST WALL
 NK0211'OF THE CITY MEMORIAL HALL, AND 10 FEET SOUTH OF THE SOUTH EDGE
 NK0211'OF THE SIDEWALK.  A STANDARD DISK, STAMPED SHEFFILED 1934 AND SET
 NK0211'IN THE TOP OF A CONCRETE POST.
 NK0211
 NK0211                          STATION RECOVERY (2003)
 NK0211
 NK0211'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (FJO)
 NK0211'RECOVERED IN GOOD CONDITION.
 NK0211
 NK0211                          STATION RECOVERY (2004)
 NK0211
 NK0211'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 NK0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0679 ***********************************************************************
 NK0679  DESIGNATION -  SHEFFIELD ET
 NK0679  PID         -  NK0679
 NK0679  STATE/COUNTY-  IA/CERRO GORDO
 NK0679  USGS QUAD   -  SHEFFIELD (1972)
 NK0679
 NK0679                         *CURRENT SURVEY CONTROL
 NK0679  ___________________________________________________________________
 NK0679* NAD 83(1996)-  42 54 44.03064(N)    093 12 42.20986(W)     ADJUSTED  
 NK0679* NAVD 88     -       339.3    (meters)    1113.     (feet)  VERTCON   
 NK0679  ___________________________________________________________________
 NK0679  LAPLACE CORR-         -17.19  (seconds)                    DEFLEC99
 NK0679  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 NK0679
 NK0679  HORZ ORDER  -  SECOND
 NK0679
 NK0679.The horizontal coordinates were established by classical geodetic methods
 NK0679.and adjusted by the National Geodetic Survey in May 1999..
 NK0679
 NK0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0679
 NK0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0679
 NK0679.The geoid height was determined by GEOID03.
 NK0679
 NK0679;                    North         East     Units Scale Factor Converg.
 NK0679;SPC IA N     - 1,156,907.316 1,523,538.538   MT  0.99995446   +0 11 43.4
 NK0679;UTM  15      - 4,751,089.984   482,718.102   MT  0.99960367   -0 08 39.0
 NK0679
 NK0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0679!SPC IA N     -   0.99995129  x   0.99995446  =   0.99990576
 NK0679!UTM  15      -   0.99995129  x   0.99960367  =   0.99955498
 NK0679
 NK0679|---------------------------------------------------------------------|
 NK0679| PID    Reference Object                     Distance      Geod. Az  |
 NK0679|                                                           dddmmss.s |
 NK0679| CI7149 SHEFFIELD RM 2                       21.684 METERS 00723     |
 NK0679| NK0682 SACRED HEART CH SPIRE               APPROX. 8.6 KM 0124919.6 |
 NK0679| CI7148 SHEFFIELD RM 1                       30.199 METERS 31157     |
 NK0679|---------------------------------------------------------------------|
 NK0679
 NK0679                          SUPERSEDED SURVEY CONTROL
 NK0679
 NK0679  NAD 83(1996)-  42 54 44.03064(N)    093 12 42.20986(W) AD(       ) 2
 NK0679  NAD 83(1986)-  42 54 44.02543(N)    093 12 42.20377(W) AD(       ) 2
 NK0679  NAD 27      -  42 54 44.14543(N)    093 12 41.48009(W) AD(       ) 2
 NK0679  NGVD 29 (07/19/86)  339.3    (m)         1113.     (f) VERT ANG       
 NK0679
 NK0679.Superseded values are not recommended for survey control.
 NK0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0679.See file dsdata.txt to determine how the superseded data were derived.
 NK0679
 NK0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8271851090(NAD 83)
 NK0679_MARKER: DD = SURVEY DISK
 NK0679_SETTING: 0 = UNSPECIFIED SETTING
 NK0679
 NK0679  HISTORY     - Date     Condition        Report By
 NK0679  HISTORY     - 1969     MONUMENTED       USGS
 NK0679
 NK0679                          STATION DESCRIPTION
 NK0679
 NK0679'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JEK)
 NK0679'THE STATION IS ABOUT 1.1 MI N. OF THE TOWN OF SHEFFIELD, ABOUT
 NK0679'0.2 MI S. OF CENTER OF SEC. 33, T. 94 N., R. 20 W., ON THE
 NK0679'E. BANK OF A RAILROAD CUT E. OF A FARMYARD.
 NK0679'
 NK0679'TO REACH FROM THE JCT. OF U.S. HWY. 65 AND A COUNTY HWY. E.,
 NK0679'AT THE SW. COR. OF HILLSIDE CEMETERY AT QUARTER COR. BETWEEN
 NK0679'SECS. 3 AND 4.  GO W. ON GRAVEL RD. FOR 0.5 MI TO A T-RD. N.,
 NK0679'TURN RIGHT AND GO N. FOR ABOUT 0.8 MI TO A FARMHOUSE ON THE LEFT
 NK0679'AND THE STATION ON TOP OF THE E. BANK OF A RAILROAD CUT ON
 NK0679'THE RIGHT.
 NK0679'
 NK0679'THE STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NK0679'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NK0679'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET SHEFFIELD
 NK0679'1969 IS 110 FT E. OF CENTER RD., 34.5 FT E. CENTER TWO RR. TRACKS,
 NK0679'13 FT W. OF THE E. RR. RIGHT-OF-WAY FENCE, 13 FT W. OF A USGS
 NK0679'WITNESS POST, ON THE HIGHEST POINT OF A CUTBANK.  THE MARK IS
 NK0679'FLUSH WITH THE GROUND.
 NK0679'
 NK0679'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NK0679'COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NK0679'AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED SHEFFIELD
 NK0679'NO 1 1969 IS NW. OF THE STATION, 31 FT E. CENTER RD., 2 FT S.
 NK0679'AND 2 FT E. OF POWERLINE POLE 399.  THE MARK IS FLUSH WITH THE
 NK0679'GROUND.
 NK0679'
 NK0679'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NK0679'COPPER COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NK0679'AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED
 NK0679'SHEFFIELD NO 2 1969 IS N. OF THE STATION, 114 FT E. CENTER RD.,
 NK0679'13 FT W. OF E. RR. RIGHT-OF-WAY FENCE, 3.5 FT S. OF A TELEGRAPH
 NK0679'POLE.  THE MARK IS FLUSH WITH THE GROUND.
 NK0679'
 NK0679'NO AZIMUTH MARK WAS SET.
 NK0679'
 NK0679'REFERENCE AZIMUTH USED - SCARED HEART CHURCH SPIRE.
 NK0679'
 NK0679'SACRED HEART CHURCH SPIRE BUILT OF BRICK IN 1907, 50 FT N. AND
 NK0679'60 FT W. OF CENTER OF ELM STREET AND N. 4TH STREET IN
 NK0679'ROCKWELL.  T. 94 N., R. 20 W., NEAR THE CENTER OF THE E 1/2 OF
 NK0679'SEC. 3.
 NK0679'
 NK0679'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0678 ***********************************************************************
 NK0678  DESIGNATION -  SHEFFIELD WATER TANK
 NK0678  PID         -  NK0678
 NK0678  STATE/COUNTY-  IA/FRANKLIN
 NK0678  USGS QUAD   -  SHEFFIELD (1972)
 NK0678
 NK0678                         *CURRENT SURVEY CONTROL
 NK0678  ___________________________________________________________________
 NK0678* NAD 83(1996)-  42 53 41.18495(N)    093 13 27.74796(W)     ADJUSTED  
 NK0678* NAVD 88     -                                                        
 NK0678  ___________________________________________________________________
 NK0678  LAPLACE CORR-         -16.80  (seconds)                    DEFLEC99
 NK0678  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 NK0678
 NK0678  HORZ ORDER  -  THIRD
 NK0678
 NK0678.The horizontal coordinates were established by classical geodetic methods
 NK0678.and adjusted by the National Geodetic Survey in May 1999..
 NK0678
 NK0678
 NK0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0678
 NK0678.The geoid height was determined by GEOID03.
 NK0678
 NK0678;                    North         East     Units Scale Factor Converg.
 NK0678;SPC IA N     - 1,154,964.643 1,522,511.996   MT  0.99995321   +0 11 12.5
 NK0678;UTM  15      - 4,749,154.106   481,680.429   MT  0.99960413   -0 09 09.8
 NK0678
 NK0678                          SUPERSEDED SURVEY CONTROL
 NK0678
 NK0678  NAD 83(1996)-  42 53 41.18494(N)    093 13 27.74772(W) AD(       ) 4
 NK0678  NAD 83(1986)-  42 53 41.18008(N)    093 13 27.74013(W) AD(       ) 4
 NK0678  NAD 27      -  42 53 41.29700(N)    093 13 27.01100(W) AD(       ) 3
 NK0678
 NK0678.Superseded values are not recommended for survey control.
 NK0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0678.See file dsdata.txt to determine how the superseded data were derived.
 NK0678
 NK0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH8168049154(NAD 83)
 NK0678_MARKER: 51 = TANK
 NK0678
 NK0678  HISTORY     - Date     Condition        Report By
 NK0678  HISTORY     - 1926     FIRST OBSERVED   CGS
 NK0678
 NK0678                          STATION DESCRIPTION
 NK0678
 NK0678'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1170 ***********************************************************************
 MJ1170  DESIGNATION -  SHELBY TANK
 MJ1170  PID         -  MJ1170
 MJ1170  STATE/COUNTY-  IA/SHELBY
 MJ1170  USGS QUAD   -  SHELBY (1978)
 MJ1170
 MJ1170                         *CURRENT SURVEY CONTROL
 MJ1170  ___________________________________________________________________
 MJ1170* NAD 83(1996)-  41 31 02.71932(N)    095 27 35.91232(W)     ADJUSTED  
 MJ1170* NAVD 88     -                                                        
 MJ1170  ___________________________________________________________________
 MJ1170  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 MJ1170  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 MJ1170
 MJ1170  HORZ ORDER  -  THIRD
 MJ1170
 MJ1170.The horizontal coordinates were established by classical geodetic methods
 MJ1170.and adjusted by the National Geodetic Survey in May 1999..
 MJ1170
 MJ1170
 MJ1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1170
 MJ1170.The geoid height was determined by GEOID03.
 MJ1170
 MJ1170;                    North         East     Units Scale Factor Converg.
 MJ1170;SPC IA S     -   170,352.867   336,413.210   MT  0.99996360   -1 17 27.7
 MJ1170;UTM  15      - 4,599,120.256   294,730.889   MT  1.00011856   -1 37 52.2
 MJ1170
 MJ1170                          SUPERSEDED SURVEY CONTROL
 MJ1170
 MJ1170  NAD 83(1996)-  41 31 02.72350(N)    095 27 35.91639(W) AD(       ) 4
 MJ1170  NAD 83(1986)-  41 31 02.72567(N)    095 27 35.91981(W) AD(       ) 4
 MJ1170  NAD 27      -  41 31 02.76000(N)    095 27 34.90000(W) AD(       ) 3
 MJ1170
 MJ1170.Superseded values are not recommended for survey control.
 MJ1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1170.See file dsdata.txt to determine how the superseded data were derived.
 MJ1170
 MJ1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF9473199120(NAD 83)
 MJ1170_MARKER: 51 = TANK
 MJ1170
 MJ1170  HISTORY     - Date     Condition        Report By
 MJ1170  HISTORY     - 1930     FIRST OBSERVED   CGS
 MJ1170
 MJ1170                          STATION DESCRIPTION
 MJ1170
 MJ1170'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0552 ***********************************************************************
 OP0552  DESIGNATION -  SHELDON
 OP0552  PID         -  OP0552
 OP0552  STATE/COUNTY-  IA/O BRIEN
 OP0552  USGS QUAD   -  SHELDON (1964)
 OP0552
 OP0552                         *CURRENT SURVEY CONTROL
 OP0552  ___________________________________________________________________
 OP0552* NAD 83(1996)-  43 11 04.33724(N)    095 51 01.27473(W)     ADJUSTED  
 OP0552* NAVD 88     -       439.205  (meters)    1440.96   (feet)  ADJUSTED  
 OP0552  ___________________________________________________________________
 OP0552  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 OP0552  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 OP0552  DYNAMIC HT  -         439.082 (meters)    1440.55  (feet)  COMP
 OP0552  MODELED GRAV-     980,328.2   (mgal)                       NAVD 88
 OP0552
 OP0552  HORZ ORDER  -  FIRST
 OP0552  VERT ORDER  -  SECOND    CLASS 0
 OP0552
 OP0552.The horizontal coordinates were established by classical geodetic methods
 OP0552.and adjusted by the National Geodetic Survey in May 1999..
 OP0552
 OP0552.The orthometric height was determined by differential leveling
 OP0552.and adjusted by the National Geodetic Survey in June 1991..
 OP0552
 OP0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0552
 OP0552.The geoid height was determined by GEOID03.
 OP0552
 OP0552.The dynamic height is computed by dividing the NAVD 88
 OP0552.geopotential number by the normal gravity value computed on the
 OP0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0552.degrees latitude (g = 980.6199 gals.).
 OP0552
 OP0552.The modeled gravity was interpolated from observed gravity values.
 OP0552
 OP0552;                    North         East     Units Scale Factor Converg.
 OP0552;SPC IA N     - 1,189,773.793 1,308,951.678   MT  0.99998603   -1 35 34.6
 OP0552;UTM  15      - 4,785,252.521   268,362.626   MT  1.00026010   -1 57 05.4
 OP0552
 OP0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0552!SPC IA N     -   0.99993535  x   0.99998603  =   0.99992138
 OP0552!UTM  15      -   0.99993535  x   1.00026010  =   1.00019543
 OP0552
 OP0552:                Primary Azimuth Mark                     Grid Az
 OP0552:SPC IA N     -  SHELDON AZ MK 2                          007 58 05.7
 OP0552:UTM  15      -  SHELDON AZ MK 2                          008 19 36.5
 OP0552
 OP0552|---------------------------------------------------------------------|
 OP0552| PID    Reference Object                     Distance      Geod. Az  |
 OP0552|                                                           dddmmss.s |
 OP0552| CO4532 SHELDON AZ MK 2                                    0062231.1 |
 OP0552| OP0827 ASHTON ST MARYS CATH CH SPIRE       APPROX.15.3 KM 0175117.6 |
 OP0552| OP0824 SIBLEY MUNICIPAL TANK CENTER        APPROX.25.6 KM 0180436.5 |
 OP0552| CO4531 SHELDON AZ MK                                      0181517.8 |
 OP0552| OP0826 ASHTON MUNICIPAL TANK               APPROX.15.3 KM 0181900.3 |
 OP0552| OP0816 SANBORN MUN TANK                    APPROX.15.4 KM 0910708.1 |
 OP0552| CO4533 SHELDON RM 1                         28.040 METERS 10408     |
 OP0552| OP0820 SHELDON MUNICIPAL STANDPIPE          28.960 METERS 11012     |
 OP0552| CO4535 SHELDON RM 3                         23.404 METERS 12305     |
 OP0552| OP0821 SHELDON MUN TANK                    APPROX. 1.0 KM 1662240.1 |
 OP0552| NL0695 GRANVILLE MUNICIPAL TANK            APPROX.22.3 KM 1850607.7 |
 OP0552| OP0818 SHELDON ST PAT CATH CH E SPIRE      APPROX. 0.7 KM 2084354.1 |
 OP0552| OP0817 SHELDON ST PAT CATH CH W SPIRE      APPROX. 0.7 KM 2100350.9 |
 OP0552| OP0819 SHELDON NW MUNICIPAL TANK           APPROX. 0.6 KM 2141800.7 |
 OP0552| CO4534 SHELDON RM 2                         17.696 METERS 21421     |
 OP0552|---------------------------------------------------------------------|
 OP0552
 OP0552                          SUPERSEDED SURVEY CONTROL
 OP0552
 OP0552  NAD 83(1996)-  43 11 04.33725(N)    095 51 01.27473(W) AD(       ) 1
 OP0552  NAD 83(1996)-  43 11 04.33505(N)    095 51 01.26680(W) AD(       ) 1
 OP0552  NAD 83(1986)-  43 11 04.33649(N)    095 51 01.26465(W) AD(       ) 1
 OP0552  NAD 27      -  43 11 04.41000(N)    095 51 00.19200(W) AD(       ) 1
 OP0552  NGVD 29 (??/??/92)  439.020  (m)         1440.35   (f) ADJ UNCH    2 0
 OP0552
 OP0552.Superseded values are not recommended for survey control.
 OP0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0552.See file dsdata.txt to determine how the superseded data were derived.
 OP0552
 OP0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH6836385253(NAD 83)
 OP0552_MARKER: DB = BENCH MARK DISK
 OP0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0552_SP_SET: GUN MOUNTING
 OP0552_STAMPING: SHELDON 1934
 OP0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0552
 OP0552  HISTORY     - Date     Condition        Report By
 OP0552  HISTORY     - 1934     MONUMENTED       CGS
 OP0552  HISTORY     - 1934     GOOD             CGS
 OP0552  HISTORY     - 1962     GOOD             CGS
 OP0552  HISTORY     - 1970     GOOD             NGS
 OP0552  HISTORY     - 1971     GOOD             NGS
 OP0552
 OP0552                          STATION DESCRIPTION
 OP0552
 OP0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OP0552'STATION IS IN SHELDON CITY PARK, OWNED BY THE CITY OF SHELDON
 OP0552'AND OCCUPIED BY A STANDPIPE.  MARK IS 58.2 FEET NORTH OF NORTH
 OP0552'EDGE OF DRIVEWAY, 15.2 FEET EAST OF EAST EDGE OF SIDEWALK,
 OP0552'AND 95.01 FEET WEST OF CENTER OF STANDPIPE.
 OP0552'
 OP0552'TO REACH FROM THE CORNER OF NINTH STREET AND THIRD AVENUE,
 OP0552'GO NORTH ON THIRD AVENUE 4 BLOCKS, TURN RIGHT (EAST) GO 1-1/2
 OP0552'BLOCKS, TURN LEFT INTO PARK DRIVEWAY AND GO TO STANDPIPE.
 OP0552'
 OP0552'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE CONCRETE
 OP0552'BASE OF THE STANDPIPE, 1.1 FEET SOUTH OF THE EDGE OF THE BASE
 OP0552'OF THE STANDPIPE, 0.8 FOOT NORTH OF THE EDGE OF THE STANDPIPE,
 OP0552'AND 92.00 FEET EAST OF STATION.
 OP0552'
 OP0552'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 OP0552'IN THE SIDEWALK, 58.09 FEET SOUTH BY WEST OF STATION, 2.6
 OP0552'FEET NORTH OF NORTH EDGE OF DRIVEWAY, 3.0 FEET EAST OF WEST
 OP0552'EDGE OF SIDEWALK, 1.9 FEET WEST OF EAST EDGE OF SIDEWALK
 OP0552'AND 112 FEET SOUTHWEST OF STANDPIPE.
 OP0552'
 OP0552'AZIMUTH MARK IS 1.2 MILES NORTH OF STATION.  TO REACH, GO NORTH
 OP0552'FROM EAST SIDE OF PARK OPPOSITE STATION, 2 BLOCKS TO U.S.
 OP0552'ROUTE 18, TURN RIGHT (EAST) AND GO 0.3 MILE, TURN LEFT (NORTH)
 OP0552'AND GO 1.0 MILE TO MARK ON WEST NEAR FENCE CORNER.  MARK IS
 OP0552'32.8 FEET WEST OF CENTERLINE OF ROAD, 1.2 FEET WEST OF FENCE
 OP0552'AND 2.2 FEET SOUTH OF FENCE.
 OP0552'
 OP0552'HEIGHT OF LIGHT ABOVE STATION MARK - 31.7 METERS.
 OP0552
 OP0552                          STATION RECOVERY (1934)
 OP0552
 OP0552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 OP0552'IN SHELDON.
 OP0552'AT SHELDON, OBRIEN COUNTY, 112 FEET NORTH OF THE EAST-AND-WEST STREET
 OP0552'ALONG THE SOUTH SIDE OF THE PARK, 88 FEET NORTHEAST OF THE FLAGPOLE,
 OP0552'19.2 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A DRIVE THROUGH THE PARK,
 OP0552'IN THE TOP OF THE SOUTHWEST CORNER OF AN OLD GUN MOUNTING, 5 INCHES
 OP0552'FROM THE SOUTHWEST AND FROM THE NORTHWEST EDGES, AND 6 INCHES ABOVE
 OP0552'GROUND.  A STANDARD DISK, STAMPED SHELDON 1934.
 OP0552
 OP0552                          STATION RECOVERY (1962)
 OP0552
 OP0552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 OP0552'A REQUEST WAS RECEIVED TO MOVE THE AZIMUTH MARK FOR THIS
 OP0552'STATION AS IT WAS IN THE WAY OF HIGHWAY IMPROVMENT.  UPON
 OP0552'INVESTIGATION IT WAS FOUND THAT THE AZIMUTH MARK WAS NO
 OP0552'LONGER VISABLE FROM THE STATION DUE TO SUBURBAN DEVELOPEMENT.
 OP0552'DUE TO THE CIRCUMSTANCES THE AZIMUTH MARK HAD TO BE DESTROYED.
 OP0552'
 OP0552'THE STATION MARK AND R.M. NO. 2 WERE RECOVERED AND FOUND
 OP0552'TO BE IN GOOD CONDITION.  THE CITY STANDPIPE HAS BEEN REMOVED
 OP0552'AND IT IS POSSIBLE THAT R.M. NO. 1 WAS DESTROYED WHEN THIS
 OP0552'WAS DONE AS IT WAS IN THE CONCRETE BASE.
 OP0552'
 OP0552'NO NEW MARKS WERE ESTABLISHED AT THIS TIME AS NO OBJECTS
 OP0552'WERE VISIBLE FROM THE GROUND AT THE STATION.
 OP0552'
 OP0552'THE STATION IS EASILY RECOVERED AS IT IS IN THE CITY PARK
 OP0552'WHICH IS IN THE NORTHEAST PART OF THE TOWN OF SHELDON.
 OP0552
 OP0552                          STATION RECOVERY (1970)
 OP0552
 OP0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OP0552'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 OP0552'AND FOUND IN GOOD CONDITION.  THE OLD STANDPIPE AND CONCRETE
 OP0552'BASE WHICH REFERENCE MARK NO. 1 WAS SET IN HAS BEEN DESTROYED.
 OP0552'THE AZIMUTH MARK HAS BEEN DESTROYED BY ROAD CONSTRUCTION.
 OP0552'THE STATION SITE IS HEAVILY TIMBERED AND HOUSES OBSTRUCT
 OP0552'THE VIEW TO THE NORTH SO A NEW AZIMUTH MARK COULD NOT BE
 OP0552'SET SINCE NO OBJECTS ARE VISIBLE AT THE STATION.  THE DISTANCE
 OP0552'TO REFERENCE MARK NO. 2 CHECKED.
 OP0552'
 OP0552'REFERENCE MARK NO. 3 WAS SET.
 OP0552'
 OP0552'FOLLOWING IS A NEW DESCRIPTION.
 OP0552'
 OP0552'STATION MARK, A STANDARD DISK STAMPED SHELDON 1934, IS SET
 OP0552'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 OP0552'IT IS AT THE SHELDON CITY PARK, 128 FEET NORTH OF THE NORTHEAST
 OP0552'CORNER OF A ROT IRON FENCE AROUND A MEMORIAL, 77 FEET
 OP0552'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A REST ROOM, 70
 OP0552'FEET SOUTH OF A WATER FOUNTIAN, 58 FEET NORTH OF THE NORTH
 OP0552'EDGE OF DRIVE THROUGH THE PARK, 16 FEET NORTHEAST OF THE
 OP0552'CENTER OF A MANHOLE COVER, AND 15 FEET EAST OF THE EAST EDGE
 OP0552'OF A SIDEWALK WHICH GOES THROUGH THE CENTER OF THE PARK.
 OP0552'THE UNDERGROUND MARK WAS NOT INSPECTED.
 OP0552'
 OP0552'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SHELDON NO.
 OP0552'2 1934, IS SET IN THE TOP AND CEMENTED IN A DRILL HOLE IN
 OP0552'THE SIDEWALK WHICH GOES THROUGH THE CENTER OF THE PARK.  IT
 OP0552'IS 12 FEET NORTH OF THE CENTER OF THE DRIVEWAY THROUGH THE
 OP0552'PARK AND 2 FEET WEST OF THE EAST EDGE OF THE SIDEWALK.
 OP0552'
 OP0552'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SHELDON 1934
 OP0552'NO. 3 1970, IS CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION
 OP0552'AT THE NORTH SIDE OF REST ROOMS.  IT IS 1 FOOT NORTH OF THE
 OP0552'NORTHWEST CORNER OF THE REST ROOM.
 OP0552'
 OP0552'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SHELDON
 OP0552
 OP0552                          STATION RECOVERY (1971)
 OP0552
 OP0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0552'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED
 OP0552'IN GOOD CONDITION.  IN COMPARISON TO THE 1970 DATA THE DIRECTION
 OP0552'BETWEEN THE REFERENCE MARKS COMPARES FAVORABLY.  THE DISTANCE
 OP0552'TO REFERENCE MARK 2 COMPARES FAVORABLY.  A DIFFERENCE IN THE
 OP0552'DISTANCE TO REFERENCE MARK 3 WAS NOTED AND VERIFIED TO BE
 OP0552'LESS BY 0.007 METER.  A NEW AZIMUTH MARK WAS ESTABLISHED
 OP0552'AT THIS TIME.
 OP0552'
 OP0552'DUE TO CHANGES IN THE AREA A COMPLETE AND NEW DESCRIPTION
 OP0552'FOLLOWS.
 OP0552'
 OP0552'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF THE TOWN
 OP0552'OF SHELDON AND ON PROPERTY OWNED BY THE CITY PARK BOARD.
 OP0552'ALSO THE CITY WATER DEPARTMENT HAS WATER PIPES BURIED NEAR
 OP0552'THE STATION.
 OP0552'
 OP0552'TO REACH THE STATION FROM THE POST OFFICE IN SHELDON GO WEST
 OP0552'ON 11TH STREET FOR 0.1 MILE TO A T-INTERSECTION.  TURN RIGHT
 OP0552'AND GO NORTH ON STATE HIGHWAY 60 FOR 0.4 MILE TO A SIDE STREET
 OP0552'ON THE RIGHT.  TURN RIGHT AND GO EAST ON 6TH STREET FOR 0.2
 OP0552'MILE TO THE CITY PARK ENTRANCE ROAD ON THE LEFT.  TURN LEFT
 OP0552'AND GO NORTHEASTERLY ON THE PARK ROAD FOR 0.05 MILE TO THE
 OP0552'STATION ON THE LEFT.
 OP0552'
 OP0552'THE STATION MARK, A STANDARD DISK STAMPED SHELDON 1934, IS
 OP0552'SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OP0552'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 129.5 FEET
 OP0552'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A WROUGHT IRON
 OP0552'FENCE AROUND A WORLD WAR MEMORIAL, 77 FEET WEST-NORTHWEST
 OP0552'OF THE NORTHWEST CORNER OF A REST ROOM BUILDING, 67 FEET NORTH
 OP0552'OF THE CENTER OF THE PARK ROAD AND 15 FEET EAST OF THE EAST
 OP0552'EDGE OF A CONCRETE SIDEWALK.
 OP0552'
 OP0552'REFERENCE MARK 2, A STANDARD DISK STAMPED SHELDON NO 2 1934,
 OP0552'IS SET FLUSH IN A DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS
 OP0552'73 FEET NORTH OF THE NORTHEAST CORNER OF THE WROUGHT IRON
 OP0552'FENCE, 11 FEET NORTH OF THE CENTER OF THE ROAD AND 3.5 FEET
 OP0552'WEST OF A WOODEN LIGHT POLE.
 OP0552'
 OP0552'REFERENCE MARK 3, A STANDARD DISK STAMPED SHELDON 1934 NO
 OP0552'3 1970, IS SET FLUSH IN A DRILL HOLE IN A CONCRETE WALKWAY.
 OP0552'IT IS 1 FOOT NORTH OF THE NORTHWEST CORNER OF THE REST ROOM
 OP0552'BUILDING.
 OP0552'
 OP0552'THE AZIMUTH MARK, A STANDARD DISK STAMPED SHELDON 1934 NO
 OP0552'2 1971, IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0552'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 25 FEET SOUTH
 OP0552'OF THE CENTER OF OAK STREET, 22 FEET WEST OF THE CENTER
 OP0552'OF NORTH 5TH AVENUE, 3 FEET SOUTHEAST OF A POWERLINE POLE
 OP0552'AND 2 FEET SOUTH OF A FIRE HYDRANT.
 OP0552'
 OP0552'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE PARK
 OP0552'ROAD FOR 0.05 MILE TO A T-INTERSECTION.  TURN LEFT AND GO
 OP0552'NORTH ON 6TH AVENUE FOR 0.15 MILE TO A CROSSROAD.  TURN
 OP0552'LEFT AND GO WEST ON U.S. HIGHWAY 18 FOR 0.05 MILE TO A SIDE
 OP0552'STREET ON THE RIGHT.  TURN RIGHT AND GO NORTH ON 5TH AVENUE
 OP0552'FOR 0.1 MILE TO THE INTERSECTION OF OAK STREET AND THE MARK
 OP0552'ON THE LEFT IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 OP0552'
 OP0552'HEIGHT OF LIGHT ABOVE STATION MARK 99.1 FEET.
 OP0552'
 OP0552'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTH
 OP0552'CENTRAL PART OF SHELDON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0821 ***********************************************************************
 OP0821  DESIGNATION -  SHELDON MUN TANK
 OP0821  PID         -  OP0821
 OP0821  STATE/COUNTY-  IA/O BRIEN
 OP0821  USGS QUAD   -  SHELDON (1964)
 OP0821
 OP0821                         *CURRENT SURVEY CONTROL
 OP0821  ___________________________________________________________________
 OP0821* NAD 83(1996)-  43 10 33.50046(N)    095 50 51.06413(W)     ADJUSTED  
 OP0821* NAVD 88     -       473.     (meters)    1552.     (feet)  VERTCON   
 OP0821  ___________________________________________________________________
 OP0821  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 OP0821  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 OP0821
 OP0821  HORZ ORDER  -  THIRD
 OP0821
 OP0821.The horizontal coordinates were established by classical geodetic methods
 OP0821.and adjusted by the National Geodetic Survey in May 1999..
 OP0821
 OP0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0821
 OP0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0821
 OP0821.The geoid height was determined by GEOID03.
 OP0821
 OP0821;                    North         East     Units Scale Factor Converg.
 OP0821;SPC IA N     - 1,188,816.143 1,309,155.744   MT  0.99998469   -1 35 27.7
 OP0821;UTM  15      - 4,784,293.350   268,560.752   MT  1.00025897   -1 56 57.3
 OP0821
 OP0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0821!SPC IA N     -   0.99993002  x   0.99998469  =   0.99991472
 OP0821!UTM  15      -   0.99993002  x   1.00025897  =   1.00018898
 OP0821
 OP0821                          SUPERSEDED SURVEY CONTROL
 OP0821
 OP0821  NAD 83(1996)-  43 10 33.50046(N)    095 50 51.06413(W) AD(       ) 4
 OP0821  NAD 83(1996)-  43 10 33.49784(N)    095 50 51.05607(W) AD(       ) 4
 OP0821  NAD 83(1986)-  43 10 33.49988(N)    095 50 51.05416(W) AD(       ) 4
 OP0821  NAD 27      -  43 10 33.57086(N)    095 50 49.98040(W) AD(       ) 3
 OP0821  NGVD 29 (07/19/86)  473.     (m)         1552.     (f) VERT ANG       
 OP0821
 OP0821.Superseded values are not recommended for survey control.
 OP0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0821.See file dsdata.txt to determine how the superseded data were derived.
 OP0821
 OP0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH6856184293(NAD 83)
 OP0821_MARKER: 53 = ELEVATED TANK
 OP0821
 OP0821  HISTORY     - Date     Condition        Report By
 OP0821  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP0821
 OP0821                          STATION DESCRIPTION
 OP0821
 OP0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0821'THE SHELDON MUNICIPAL WATER TANK IS LOCATED IN THE SOUTHEAST
 OP0821'SECTION OF TOWN, 0.1 MILE SOUTH OF THE JUNCTION OF 11TH STREET
 OP0821'AND 9TH AVENUE, ACROSS THE STREET FROM THE RAILROAD TRACKS.
 OP0821'
 OP0821'THE DOUBLE ELLIPSOIDAL TANK IS PAINTED PALE GREEN, WITH 8
 OP0821'TUBULAR LEGS, ABOUT 140 FEET HIGH, THE LEGEND SHELDON ON THE
 OP0821'SIDE, AND A CAP AT THE APEX.
 OP0821'
 OP0821'THE POINT INTERSECTED WAS THE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0820 ***********************************************************************
 OP0820  DESIGNATION -  SHELDON MUNICIPAL STANDPIPE
 OP0820  PID         -  OP0820
 OP0820  STATE/COUNTY-  IA/O BRIEN
 OP0820  USGS QUAD   -  SHELDON (1964)
 OP0820
 OP0820                         *CURRENT SURVEY CONTROL
 OP0820  ___________________________________________________________________
 OP0820* NAD 83(1996)-  43 11 04.01330(N)    095 51 00.07113(W)     ADJUSTED  
 OP0820* NAVD 88     -                                                        
 OP0820  ___________________________________________________________________
 OP0820  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 OP0820  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 OP0820
 OP0820  HORZ ORDER  -  THIRD
 OP0820
 OP0820.The horizontal coordinates were established by classical geodetic methods
 OP0820.and adjusted by the National Geodetic Survey in May 1999..
 OP0820
 OP0820
 OP0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0820
 OP0820.The geoid height was determined by GEOID03.
 OP0820
 OP0820;                    North         East     Units Scale Factor Converg.
 OP0820;SPC IA N     - 1,189,763.045 1,308,978.570   MT  0.99998601   -1 35 33.8
 OP0820;UTM  15      - 4,785,241.602   268,389.457   MT  1.00025994   -1 57 04.6
 OP0820
 OP0820                          SUPERSEDED SURVEY CONTROL
 OP0820
 OP0820  NAD 83(1996)-  43 11 04.01331(N)    095 51 00.07113(W) AD(       ) 4
 OP0820  NAD 83(1996)-  43 11 04.01110(N)    095 51 00.06320(W) AD(       ) 4
 OP0820  NAD 83(1986)-  43 11 04.01354(N)    095 51 00.06057(W) AD(       ) 4
 OP0820  NAD 27      -  43 11 04.08600(N)    095 50 58.98900(W) AD(       ) 3
 OP0820
 OP0820.Superseded values are not recommended for survey control.
 OP0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0820.See file dsdata.txt to determine how the superseded data were derived.
 OP0820
 OP0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH6838985242(NAD 83)
 OP0820_MARKER: 52 = STANDPIPE TANK
 OP0820
 OP0820  HISTORY     - Date     Condition        Report By
 OP0820  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP0820
 OP0820                          STATION DESCRIPTION
 OP0820
 OP0820'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0819 ***********************************************************************
 OP0819  DESIGNATION -  SHELDON NW MUNICIPAL TANK
 OP0819  PID         -  OP0819
 OP0819  STATE/COUNTY-  IA/O BRIEN
 OP0819  USGS QUAD   -  SHELDON (1964)
 OP0819
 OP0819                         *CURRENT SURVEY CONTROL
 OP0819  ___________________________________________________________________
 OP0819* NAD 83(1996)-  43 10 48.56036(N)    095 51 15.98077(W)     ADJUSTED  
 OP0819* NAVD 88     -                                                        
 OP0819  ___________________________________________________________________
 OP0819  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 OP0819  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 OP0819
 OP0819  HORZ ORDER  -  THIRD
 OP0819
 OP0819.The horizontal coordinates were established by classical geodetic methods
 OP0819.and adjusted by the National Geodetic Survey in May 1999..
 OP0819
 OP0819
 OP0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0819
 OP0819.The geoid height was determined by GEOID03.
 OP0819
 OP0819;                    North         East     Units Scale Factor Converg.
 OP0819;SPC IA N     - 1,189,296.353 1,308,606.157   MT  0.99998534   -1 35 44.5
 OP0819;UTM  15      - 4,784,777.121   268,014.028   MT  1.00026209   -1 57 14.9
 OP0819
 OP0819                          SUPERSEDED SURVEY CONTROL
 OP0819
 OP0819  NAD 83(1996)-  43 10 48.56036(N)    095 51 15.98078(W) AD(       ) 4
 OP0819  NAD 83(1996)-  43 10 48.55819(N)    095 51 15.97291(W) AD(       ) 4
 OP0819  NAD 83(1986)-  43 10 48.55950(N)    095 51 15.97035(W) AD(       ) 4
 OP0819  NAD 27      -  43 10 48.63200(N)    095 51 14.89900(W) AD(       ) 3
 OP0819
 OP0819.Superseded values are not recommended for survey control.
 OP0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0819.See file dsdata.txt to determine how the superseded data were derived.
 OP0819
 OP0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH6801484777(NAD 83)
 OP0819_MARKER: 51 = TANK
 OP0819
 OP0819  HISTORY     - Date     Condition        Report By
 OP0819  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP0819
 OP0819                          STATION DESCRIPTION
 OP0819
 OP0819'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0817 ***********************************************************************
 OP0817  DESIGNATION -  SHELDON ST PAT CATH CH W SPIRE
 OP0817  PID         -  OP0817
 OP0817  STATE/COUNTY-  IA/O BRIEN
 OP0817  USGS QUAD   -  SHELDON (1964)
 OP0817
 OP0817                         *CURRENT SURVEY CONTROL
 OP0817  ___________________________________________________________________
 OP0817* NAD 83(1996)-  43 10 45.76756(N)    095 51 15.96233(W)     ADJUSTED  
 OP0817* NAVD 88     -                                                        
 OP0817  ___________________________________________________________________
 OP0817  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 OP0817  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 OP0817
 OP0817  HORZ ORDER  -  THIRD
 OP0817
 OP0817.The horizontal coordinates were established by classical geodetic methods
 OP0817.and adjusted by the National Geodetic Survey in May 1999..
 OP0817
 OP0817
 OP0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0817
 OP0817.The geoid height was determined by GEOID03.
 OP0817
 OP0817;                    North         East     Units Scale Factor Converg.
 OP0817;SPC IA N     - 1,189,210.190 1,308,604.173   MT  0.99998522   -1 35 44.5
 OP0817;UTM  15      - 4,784,690.949   268,011.504   MT  1.00026210   -1 57 14.8
 OP0817
 OP0817                          SUPERSEDED SURVEY CONTROL
 OP0817
 OP0817  NAD 83(1996)-  43 10 45.76756(N)    095 51 15.96233(W) AD(       ) 4
 OP0817  NAD 83(1996)-  43 10 45.76541(N)    095 51 15.95444(W) AD(       ) 4
 OP0817  NAD 83(1986)-  43 10 45.76672(N)    095 51 15.95191(W) AD(       ) 4
 OP0817  NAD 27      -  43 10 45.84000(N)    095 51 14.88000(W) AD(       ) 3
 OP0817
 OP0817.Superseded values are not recommended for survey control.
 OP0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0817.See file dsdata.txt to determine how the superseded data were derived.
 OP0817
 OP0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH6801284691(NAD 83)
 OP0817_MARKER: 90 = CHURCH SPIRE
 OP0817
 OP0817  HISTORY     - Date     Condition        Report By
 OP0817  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP0817
 OP0817                          STATION DESCRIPTION
 OP0817
 OP0817'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0818 ***********************************************************************
 OP0818  DESIGNATION -  SHELDON ST PAT CATH CH E SPIRE
 OP0818  PID         -  OP0818
 OP0818  STATE/COUNTY-  IA/O BRIEN
 OP0818  USGS QUAD   -  SHELDON (1964)
 OP0818
 OP0818                         *CURRENT SURVEY CONTROL
 OP0818  ___________________________________________________________________
 OP0818* NAD 83(1996)-  43 10 45.62326(N)    095 51 15.29295(W)     ADJUSTED  
 OP0818* NAVD 88     -                                                        
 OP0818  ___________________________________________________________________
 OP0818  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 OP0818  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 OP0818
 OP0818  HORZ ORDER  -  THIRD
 OP0818
 OP0818.The horizontal coordinates were established by classical geodetic methods
 OP0818.and adjusted by the National Geodetic Survey in May 1999..
 OP0818
 OP0818
 OP0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0818
 OP0818.The geoid height was determined by GEOID03.
 OP0818
 OP0818;                    North         East     Units Scale Factor Converg.
 OP0818;SPC IA N     - 1,189,205.318 1,308,619.160   MT  0.99998521   -1 35 44.1
 OP0818;UTM  15      - 4,784,685.981   268,026.465   MT  1.00026202   -1 57 14.3
 OP0818
 OP0818                          SUPERSEDED SURVEY CONTROL
 OP0818
 OP0818  NAD 83(1996)-  43 10 45.62326(N)    095 51 15.29295(W) AD(       ) 4
 OP0818  NAD 83(1996)-  43 10 45.62111(N)    095 51 15.28507(W) AD(       ) 4
 OP0818  NAD 83(1986)-  43 10 45.62241(N)    095 51 15.28255(W) AD(       ) 4
 OP0818  NAD 27      -  43 10 45.69400(N)    095 51 14.21000(W) AD(       ) 3
 OP0818
 OP0818.Superseded values are not recommended for survey control.
 OP0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0818.See file dsdata.txt to determine how the superseded data were derived.
 OP0818
 OP0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH6802684686(NAD 83)
 OP0818_MARKER: 90 = CHURCH SPIRE
 OP0818
 OP0818  HISTORY     - Date     Condition        Report By
 OP0818  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP0818
 OP0818                          STATION DESCRIPTION
 OP0818
 OP0818'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1166 ***********************************************************************
 OP1166  DESIGNATION -  SHELDPORT
 OP1166  PID         -  OP1166
 OP1166  STATE/COUNTY-  IA/O BRIEN
 OP1166  USGS QUAD   -  SHELDON (1964)
 OP1166
 OP1166                         *CURRENT SURVEY CONTROL
 OP1166  ___________________________________________________________________
 OP1166* NAD 83(1996)-  43 12 43.93389(N)    095 50 09.86668(W)     ADJUSTED  
 OP1166* NAVD 88     -       431.8    (meters)    1417.     (feet)  VERTCON   
 OP1166  ___________________________________________________________________
 OP1166  X           -    -473,448.582 (meters)                     COMP
 OP1166  Y           -  -4,632,005.288 (meters)                     COMP
 OP1166  Z           -   4,344,990.667 (meters)                     COMP
 OP1166  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 OP1166  ELLIP HEIGHT-         404.91  (meters)          (05/06/99) GPS OBS
 OP1166  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 OP1166
 OP1166  HORZ ORDER  -  THIRD
 OP1166  ELLP ORDER  -  FOURTH    CLASS I
 OP1166
 OP1166.This mark is at Sheldon Municipal Airport (SHL)
 OP1166
 OP1166.The horizontal coordinates were established by GPS observations
 OP1166.and adjusted by the National Geodetic Survey in May 1999..
 OP1166
 OP1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1166
 OP1166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1166
 OP1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1166
 OP1166.The ellipsoidal height was determined by GPS observations
 OP1166.and is referenced to NAD 83.
 OP1166
 OP1166.The geoid height was determined by GEOID03.
 OP1166
 OP1166;                    North         East     Units Scale Factor Converg.
 OP1166;SPC IA N     - 1,192,813.980 1,310,197.052   MT  0.99999050   -1 34 59.7
 OP1166;UTM  15      - 4,788,285.658   269,627.364   MT  1.00025290   -1 56 33.8
 OP1166
 OP1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1166!SPC IA N     -   0.99993651  x   0.99999050  =   0.99992701
 OP1166!UTM  15      -   0.99993651  x   1.00025290  =   1.00018939
 OP1166
 OP1166:                Primary Azimuth Mark                     Grid Az
 OP1166:SPC IA N     -  SHELDPORT AZ MK                          156 56 39.0
 OP1166:UTM  15      -  SHELDPORT AZ MK                          157 18 13.1
 OP1166
 OP1166|---------------------------------------------------------------------|
 OP1166| PID    Reference Object                     Distance      Geod. Az  |
 OP1166|                                                           dddmmss.s |
 OP1166| OP1167 SHELDPORT AZ MK                     APPROX. 0.7 KM 1552139.3 |
 OP1166|---------------------------------------------------------------------|
 OP1166
 OP1166                          SUPERSEDED SURVEY CONTROL
 OP1166
 OP1166  NAD 83(1996)-  43 12 43.93390(N)    095 50 09.86668(W) AD(       ) 3
 OP1166  NAD 83(1996)-  43 12 43.93240(N)    095 50 09.85979(W) AD(       ) 3
 OP1166  NAD 83(1986)-  43 12 43.93458(N)    095 50 09.85856(W) AD(       ) 3
 OP1166  NGVD 29 (07/09/90)  431.7    (m)         1416.     (f) GPS OBS        
 OP1166
 OP1166.Superseded values are not recommended for survey control.
 OP1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1166.See file dsdata.txt to determine how the superseded data were derived.
 OP1166
 OP1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH6962788286(NAD 83)
 OP1166_MARKER: I = METAL ROD
 OP1166_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OP1166_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OP1166_STAMPING: SHELDPORT 1989
 OP1166_MARK LOGO: NGS   
 OP1166_PROJECTION: FLUSH
 OP1166_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1166+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OP1166_ROD/PIPE-DEPTH: 7.3  meters
 OP1166_SLEEVE-DEPTH  : 0.91 meters
 OP1166
 OP1166  HISTORY     - Date     Condition        Report By
 OP1166  HISTORY     - 1989     MONUMENTED       NGS
 OP1166  HISTORY     - 19900802 GOOD             NGS
 OP1166
 OP1166                          STATION DESCRIPTION
 OP1166
 OP1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OP1166'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH-NORTHEAST OF
 OP1166'SHELDON, AT THE SHELDON MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE
 OP1166'ENTRANCE RAMP AND RUNWAY.  OWNERSHIP--CITY OF SHELDON, SHELDON, IA
 OP1166'51201, PHONE (712) 324-4005. THE AIRPORT MANAGER ELMER MUECKE.
 OP1166'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 AND STATE
 OP1166'HIGHWAY 60, IN THE NORTHWEST SECTION OF SHELDON, GO NORTHEAST ON US
 OP1166'HIGHWAY 60 FOR 3.24 KM (2.00 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 OP1166'RIGHT.  TURN RIGHT, SOUTHEAST, ON THE ENTRANCE ROAD FOR 0.8 KM
 OP1166'(0.50 MI) TO A GATE ON THE RIGHT.  TURN RIGHT THROUGH THE GATE, THEN
 OP1166'LEFT ONTO THE ENTRANCE RAMP FOR 0.25 KM (0.15 MI) TO THE JUNCTION OF
 OP1166'THE RUNWAY AND THE STATION ON THE RIGHT.
 OP1166'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 OP1166'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 OP1166'SURROUNDED BY CONCRETE.  LOCATED 19.3 M (63.3 FT) SOUTHWEST OF THE
 OP1166'CENTER OF THE RUNWAY, 14.0 M (45.9 FT) SOUTH OF THE CENTER OF THE
 OP1166'ENTRANCE RAMP, 5.7 M (18.7 FT) SOUTHEAST OF A RAMP BEACON LIGHT AND
 OP1166'5.7 M (18.7 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 OP1166'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OP1166'DESCRIBED BY M. L. MCCREADY.
 OP1166
 OP1166                          STATION RECOVERY (1990)
 OP1166
 OP1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1166'STATION IS LOCATED IN THE NORTH SECTION OF THE FIELD JUST SOUTH OF THE
 OP1166'SOUTHERLY ONE OF TWO TAXIWAYS FROM THE MAIN RAMP.  IT IS 45.9 FT (14.0
 OP1166'M) SOUTH OF THE TAXIWAY CENTERLINE, 25.8 FT (7.9 M) WEST OF THE WEST
 OP1166'EDGE OF THE RUNWAY, 19.2 FT (5.9 M) SOUTH OF A TAXIWAY LIGHT (WITH A
 OP1166'WITNESS SIGN) AND SIXTEEN FT WEST OF THE NORTH ONE OF TWO TAXIWAY
 OP1166'LIGHTS AT RUNWAY EDGE.  A STAINLESS STEEL ROD ENCASED IN A FIVE-INCH
 OP1166'LOGO CAP SURROUNDED BY CONCRETE AND STAMPED SHELDON 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1167 ***********************************************************************
 OP1167  DESIGNATION -  SHELDPORT AZ MK
 OP1167  PID         -  OP1167
 OP1167  STATE/COUNTY-  IA/O BRIEN
 OP1167  USGS QUAD   -  SHELDON (1964)
 OP1167
 OP1167                         *CURRENT SURVEY CONTROL
 OP1167  ___________________________________________________________________
 OP1167* NAD 83(1996)-  43 12 24.47823(N)    095 49 57.66776(W)     ADJUSTED  
 OP1167* NAVD 88     -       432.2    (meters)    1418.     (feet)  VERTCON   
 OP1167  ___________________________________________________________________
 OP1167  X           -    -473,216.441 (meters)                     COMP
 OP1167  Y           -  -4,632,442.533 (meters)                     COMP
 OP1167  Z           -   4,344,553.290 (meters)                     COMP
 OP1167  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 OP1167  ELLIP HEIGHT-         405.29  (meters)          (05/06/99) GPS OBS
 OP1167  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 OP1167
 OP1167  HORZ ORDER  -  THIRD
 OP1167  ELLP ORDER  -  FOURTH    CLASS I
 OP1167
 OP1167.This mark is at Sheldon Municipal Airport (SHL)
 OP1167
 OP1167.The horizontal coordinates were established by GPS observations
 OP1167.and adjusted by the National Geodetic Survey in May 1999..
 OP1167
 OP1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1167
 OP1167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1167
 OP1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1167
 OP1167.The ellipsoidal height was determined by GPS observations
 OP1167.and is referenced to NAD 83.
 OP1167
 OP1167.The geoid height was determined by GEOID03.
 OP1167
 OP1167;                    North         East     Units Scale Factor Converg.
 OP1167;SPC IA N     - 1,192,206.206 1,310,455.736   MT  0.99998961   -1 34 51.5
 OP1167;UTM  15      - 4,787,676.114   269,882.298   MT  1.00025146   -1 56 24.7
 OP1167
 OP1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1167!SPC IA N     -   0.99993645  x   0.99998961  =   0.99992606
 OP1167!UTM  15      -   0.99993645  x   1.00025146  =   1.00018789
 OP1167
 OP1167:                Primary Azimuth Mark                     Grid Az
 OP1167:SPC IA N     -  SHELDPORT                                336 56 39.2
 OP1167:UTM  15      -  SHELDPORT                                337 18 12.4
 OP1167
 OP1167|---------------------------------------------------------------------|
 OP1167| PID    Reference Object                     Distance      Geod. Az  |
 OP1167|                                                           dddmmss.s |
 OP1167| OP1166 SHELDPORT                           APPROX. 0.7 KM 3352147.7 |
 OP1167|---------------------------------------------------------------------|
 OP1167
 OP1167                          SUPERSEDED SURVEY CONTROL
 OP1167
 OP1167  NAD 83(1996)-  43 12 24.47823(N)    095 49 57.66776(W) AD(       ) 3
 OP1167  NAD 83(1996)-  43 12 24.47672(N)    095 49 57.66097(W) AD(       ) 3
 OP1167  NAD 83(1986)-  43 12 24.47894(N)    095 49 57.65971(W) AD(       ) 3
 OP1167  NGVD 29 (07/09/90)  432.0    (m)         1417.     (f) GPS OBS        
 OP1167
 OP1167.Superseded values are not recommended for survey control.
 OP1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1167.See file dsdata.txt to determine how the superseded data were derived.
 OP1167
 OP1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH6988287676(NAD 83)
 OP1167_MARKER: I = METAL ROD
 OP1167_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OP1167_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OP1167_STAMPING: SHELDPORT AZ MK 1989
 OP1167_MARK LOGO: NGS   
 OP1167_PROJECTION: FLUSH
 OP1167_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1167+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OP1167_ROD/PIPE-DEPTH: 10.7 meters
 OP1167_SLEEVE-DEPTH  : 0.91 meters
 OP1167
 OP1167  HISTORY     - Date     Condition        Report By
 OP1167  HISTORY     - 1989     MONUMENTED       NGS
 OP1167  HISTORY     - 19900802 GOOD             NGS
 OP1167
 OP1167                          STATION DESCRIPTION
 OP1167
 OP1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OP1167'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH-NORTHEAST OF
 OP1167'SHELDON, AT THE SHELDON MUNICIPAL AIRPORT AND ON THE NORTHWEST SIDE OF
 OP1167'THE TURN-AROUND FOR RUNWAY 33.  OWNERSHIP--CITY OF SHELDON, SHELDON,
 OP1167'IA 51201, PHONE (712) 324-4005.  THE AIRPORT MANAGER IS ELMER MUECKE.
 OP1167'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 AND STATE
 OP1167'HIGHWAY 60, IN THE NORTHWEST SECTION OF SHELDON, GO NORTHEAST ON STATE
 OP1167'HIGHWAY 60 FOR 3.25 KM (2.00 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 OP1167'RIGHT.  TURN RIGHT, SOUTHEAST, ON THE ENTRANCE ROAD FOR 0.8 KM
 OP1167'(0.50 MI) TO A GATE ON THE RIGHT.  TURN RIGHT THROUGH THE GATE THEN
 OP1167'LEFT ONTO THE ENTRANCE RAMP AND GO 0.24 KM (0.15 MI) TO THE JUNCTION
 OP1167'OF THE RUNWAY.  TURN RIGHT, SOUTHEAST, ONTO THE RUNWAY AND GO 0.7 KM
 OP1167'(0.45 MI) TO THE NORTHWEST END OF A TURN-AROUND FOR RUNWAY 33 AND THE
 OP1167'STATION ON THE RIGHT.
 OP1167'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 OP1167'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 OP1167'SURROUNDED BY CONCRETE.  LOCATED 18.5 M (60.7 FT) SOUTHWEST OF THE
 OP1167'CENTER OF THE RUNWAY, 6.45 M (21.2 FT) NORTH OF THE WEST CORNER OF THE
 OP1167'TURN-AROUND, 0.9 M (3.0 FT) WEST OF THE WEST EDGE OF THE TURN-AROUND
 OP1167'AND 0.8 M (2.6 FT) WEST OF A FIBERGLASS WITNESS POST.
 OP1167'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OP1167'DESCRIBED BY M. L. MCCREADY.
 OP1167
 OP1167                          STATION RECOVERY (1990)
 OP1167
 OP1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1167'STATION IS LOCATED AT THE WEST SIDE OF THE RUNWAY AT A TURNAROUND
 OP1167'ABOUT TWO THIRDS OF THE WAY DOWN THE RUNWAY FROM END 15.  IT IS 23.2
 OP1167'FT (7.1 M) WEST OF THE RUNWAY EDGE, 21.2 FT (6.5 M) NORTH OF THE WEST
 OP1167'CORNER OF THE TURNAROUND, AND 2.6 FT (0.8 M) WEST OF A FIBERGLASS
 OP1167'WITNESS POST.  A STAINLESS STEEL ROD ENCASED IN A 5-INCH LOGO CAP
 OP1167'SURROUNDED BY CONCRETE AND STAMPED SHELDPORT AZ MK 1989.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0636 ***********************************************************************
 NK0636  DESIGNATION -  SHELL ROCK MUNICIPAL TANK
 NK0636  PID         -  NK0636
 NK0636  STATE/COUNTY-  IA/BUTLER
 NK0636  USGS QUAD   -  SHELL ROCK (1971)
 NK0636
 NK0636                         *CURRENT SURVEY CONTROL
 NK0636  ___________________________________________________________________
 NK0636* NAD 83(1996)-  42 42 39.36636(N)    092 34 59.21737(W)     ADJUSTED  
 NK0636* NAVD 88     -                                                        
 NK0636  ___________________________________________________________________
 NK0636  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 NK0636  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 NK0636
 NK0636  HORZ ORDER  -  THIRD
 NK0636
 NK0636.The horizontal coordinates were established by classical geodetic methods
 NK0636.and adjusted by the National Geodetic Survey in May 1999..
 NK0636
 NK0636
 NK0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0636
 NK0636.The geoid height was determined by GEOID03.
 NK0636
 NK0636;                    North         East     Units Scale Factor Converg.
 NK0636;SPC IA N     - 1,134,913.880 1,575,107.575   MT  0.99994565   +0 37 17.1
 NK0636;UTM  15      - 4,728,799.687   534,138.410   MT  0.99961434   +0 16 58.0
 NK0636
 NK0636                          SUPERSEDED SURVEY CONTROL
 NK0636
 NK0636  NAD 83(1996)-  42 42 39.36640(N)    092 34 59.21768(W) AD(       ) 4
 NK0636  NAD 83(1986)-  42 42 39.36132(N)    092 34 59.21442(W) AD(       ) 4
 NK0636  NAD 27      -  42 42 39.43100(N)    092 34 58.53500(W) AD(       ) 3
 NK0636
 NK0636.Superseded values are not recommended for survey control.
 NK0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0636.See file dsdata.txt to determine how the superseded data were derived.
 NK0636
 NK0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3413828800(NAD 83)
 NK0636_MARKER: 53 = ELEVATED TANK
 NK0636
 NK0636  HISTORY     - Date     Condition        Report By
 NK0636  HISTORY     - 1935     FIRST OBSERVED   CGS
 NK0636  HISTORY     - 1938     GOOD             CGS
 NK0636  HISTORY     - 1956     GOOD             CGS
 NK0636
 NK0636                          STATION DESCRIPTION
 NK0636
 NK0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NK0636'THIS STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL TANK
 NK0636'WHICH IS IN THE CENTER OF THE VILLAGE OF SHELL ROCK, NEAR
 NK0636'THE CENTER OF SEC. 11, T 91 N, R 15 W.  THE TANK IS ABOUT
 NK0636'30 YARDS SW OF MAIN STREET (ROUTE I-10) AND ABOUT 60 YARDS
 NK0636'NW OF CHERRY STREET.
 NK0636'
 NK0636'THE TANK HAS FOUR I-BEAM LEGS WHICH ARE ABOUT 75 FEET HIGH.
 NK0636'THE SPHERICAL BOTTOM EXTENDS DOWNWARD ABOUT 5 FEET.  THE
 NK0636'CYLINDRICAL SECTION IS ABOUT 10 FEET IN DIAMETER AND ABOUT
 NK0636'20 FEET HIGH.  THE CONICAL TOP IS ABOUT 5 FEET HIGH.  THERE
 NK0636'IS A CATWALK AROUND THE BOTTOM OF THE CYLINDRICAL SECTION
 NK0636'OF THE TANK.  THE TOP OF THE TANK IS SURMOUNTED BY A BALL,
 NK0636'A WEATHER VANE, AND ANOTHER BALL ABOVE THE WEATHER VANE.
 NK0636'
 NK0636'THE TANK IS PAINTED SILVER, AND IS LETTERED SHELL ROCK ON
 NK0636'THE NE SIDE.
 NK0636
 NK0636                          STATION RECOVERY (1938)
 NK0636
 NK0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0636'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 NK0636'TANK OF SHELL ROCK.  THE TANK IS A STEEL STRUCTURE PAINTED
 NK0636'SILVER, APPROXIMATELY 100 FEET HIGH, STATION NOT VISITED.
 NK0636'
 NK0636'OBSERVED UPON FROM TRIANGULATION STATIONS.  MARTIN, WEFEL
 NK0636'1935, BRANDT 1935.
 NK0636
 NK0636                          STATION RECOVERY (1956)
 NK0636
 NK0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 NK0636'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NK0636'
 NK0636'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1495 ***********************************************************************
 LF1495  SACS        -  This is a Secondary Airport Control Station.
 LF1495  DESIGNATION -  SHENPORT
 LF1495  PID         -  LF1495
 LF1495  STATE/COUNTY-  IA/FREMONT
 LF1495  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF1495
 LF1495                         *CURRENT SURVEY CONTROL
 LF1495  ___________________________________________________________________
 LF1495* NAD 83(1996)-  40 45 14.13754(N)    095 24 59.52471(W)     ADJUSTED  
 LF1495* NAVD 88     -       289.89   (meters)     951.1    (feet)  GPS OBS   
 LF1495  ___________________________________________________________________
 LF1495  X           -    -456,749.340 (meters)                     COMP
 LF1495  Y           -  -4,817,065.482 (meters)                     COMP
 LF1495  Z           -   4,141,930.446 (meters)                     COMP
 LF1495  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 LF1495  ELLIP HEIGHT-         259.58  (meters)          (10/04/99) GPS OBS
 LF1495  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LF1495
 LF1495  HORZ ORDER  -  FIRST
 LF1495  ELLP ORDER  -  FIFTH     CLASS I
 LF1495
 LF1495.This mark is at Shenandoah Municipal Airport (SDA)
 LF1495
 LF1495.The horizontal coordinates were established by GPS observations
 LF1495.and adjusted by the National Geodetic Survey in October 1999..
 LF1495
 LF1495.The orthometric height was determined by GPS observations and a
 LF1495.high-resolution geoid model.
 LF1495
 LF1495.GPS derived orthometric heights for airport stations designated as
 LF1495.PACS or SACS are published to 2 decimal places.  This maintains
 LF1495.centimeter relative accuracy between the PACS and SACS.  It does
 LF1495.not indicate centimeter accuracy relative to other marks which are
 LF1495.part of the NAVD 88 network.
 LF1495
 LF1495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1495
 LF1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1495
 LF1495.The ellipsoidal height was determined by GPS observations
 LF1495.and is referenced to NAD 83.
 LF1495
 LF1495.The geoid height was determined by GEOID03.
 LF1495
 LF1495;                    North         East     Units Scale Factor Converg.
 LF1495;SPC IA S     -    85,505.251   338,170.355   MT  0.99997861   -1 15 44.7
 LF1495;UTM  15      - 4,514,250.480   296,002.719   MT  1.00011224   -1 34 41.1
 LF1495
 LF1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1495!SPC IA S     -   0.99995928  x   0.99997861  =   0.99993789
 LF1495!UTM  15      -   0.99995928  x   1.00011224  =   1.00007152
 LF1495
 LF1495:                Primary Azimuth Mark                     Grid Az
 LF1495:SPC IA S     -  SHENPORT AZ MK                           126 09 00.1
 LF1495:UTM  15      -  SHENPORT AZ MK                           126 27 56.5
 LF1495
 LF1495|---------------------------------------------------------------------|
 LF1495| PID    Reference Object                     Distance      Geod. Az  |
 LF1495|                                                           dddmmss.s |
 LF1495| LF1496 SHENPORT AZ MK                      APPROX. 0.5 KM 1245315.4 |
 LF1495|---------------------------------------------------------------------|
 LF1495
 LF1495                          SUPERSEDED SURVEY CONTROL
 LF1495
 LF1495  NAD 83(1996)-  40 45 14.13899(N)    095 24 59.52308(W) AD(       ) 3
 LF1495  ELLIP H (05/06/99)  259.60   (m)                       GP(       ) 4 1
 LF1495  NAD 83(1996)-  40 45 14.13609(N)    095 24 59.51197(W) AD(       ) 3
 LF1495  NAD 83(1986)-  40 45 14.13862(N)    095 24 59.50850(W) AD(       ) 3
 LF1495  NGVD 29 (07/09/90)  289.9    (m)          951.     (f) GPS OBS        
 LF1495
 LF1495.Superseded values are not recommended for survey control.
 LF1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1495.See file dsdata.txt to determine how the superseded data were derived.
 LF1495
 LF1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF9600314250(NAD 83)
 LF1495_MARKER: I = METAL ROD
 LF1495_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1495_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1495_STAMPING: SHENPORT 1989
 LF1495_MARK LOGO: NGS   
 LF1495_PROJECTION: FLUSH
 LF1495_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1495+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1999
 LF1495_ROD/PIPE-DEPTH: 21.9 meters
 LF1495_SLEEVE-DEPTH  : 0.91 meters
 LF1495
 LF1495  HISTORY     - Date     Condition        Report By
 LF1495  HISTORY     - 1989     MONUMENTED       NGS
 LF1495  HISTORY     - 19990730 GOOD             NGS
 LF1495
 LF1495                          STATION DESCRIPTION
 LF1495
 LF1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1495'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) WEST-SOUTHWEST OF
 LF1495'SHENANDOAH, AT THE SHENANDOAH MUNICIPAL AIRPORT AT THE JUNCTION OF THE
 LF1495'ENTRANCE RAMP AND RUNWAY.  OWNERSHIP--CITY OF SHENANDOAH, SHENANDOAH,
 LF1495'IA 51601, PHONE (712) 246-1931.  THE AIRPORT MANAGER IS JAMES L.
 LF1495'BENGTSON.
 LF1495'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND STATE
 LF1495'HIGHWAY 2, ABOUT 1.6 KM (1.00 MI) SOUTHWEST OF SHENANDOAH, GO NORTH ON
 LF1495'US HIGHWAY 59 FOR 1.6 KM (1.00 MI) TO THE INTERSECTION OF A PAVED
 LF1495'CROSSROAD JUST BEFORE A RAILROAD CROSSING.  TURN LEFT, WEST, ON THE
 LF1495'PAVED ROAD FOR 2.55 KM (1.60 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 LF1495'LEFT.  TURN LEFT, SOUTH, FOR 0.2 KM (0.10 MI) TO THE ROADS END AT THE
 LF1495'APRON AND A CINDERBLOCK HANGAR ON THE RIGHT.  CONTINUE AHEAD ONTO THE
 LF1495'APRON AND ENTRANCE RAMP TO THE JUNCTION OF THE RUNWAY 12-30 AND THE
 LF1495'STATION ON THE LEFT.
 LF1495'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 LF1495'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 LF1495'SURROUNDED BY CONCRETE.  LOCATED 16.0 M (52.5 FT) NORTHEAST OF THE
 LF1495'CENTER OF THE RUNWAY, 15.9 M (52.2 FT) SOUTHEAST OF THE CENTER OF THE
 LF1495'ENTRANCE RAMP, 6.6 M (21.7 FT) NORTH-NORTHWEST OF A RAMP BEACON LIGHT
 LF1495'AND 6.6 M (21.7 FT) NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST.
 LF1495'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LF1495'DESCRIBED BY M. L. MCCREADY.
 LF1495
 LF1495                          STATION RECOVERY (1999)
 LF1495
 LF1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JDH)
 LF1495'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THIS STATION IS
 LF1495'DESIGNATED A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1496 ***********************************************************************
 LF1496  SACS        -  This is a Secondary Airport Control Station.
 LF1496  DESIGNATION -  SHENPORT AZ MK
 LF1496  PID         -  LF1496
 LF1496  STATE/COUNTY-  IA/FREMONT
 LF1496  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF1496
 LF1496                         *CURRENT SURVEY CONTROL
 LF1496  ___________________________________________________________________
 LF1496* NAD 83(1996)-  40 45 04.69651(N)    095 24 41.72135(W)     ADJUSTED  
 LF1496* NAVD 88     -       293.92   (meters)     964.3    (feet)  GPS OBS   
 LF1496  ___________________________________________________________________
 LF1496  X           -    -456,351.779 (meters)                     COMP
 LF1496  Y           -  -4,817,297.184 (meters)                     COMP
 LF1496  Z           -   4,141,712.439 (meters)                     COMP
 LF1496  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 LF1496  ELLIP HEIGHT-         263.59  (meters)          (10/04/99) GPS OBS
 LF1496  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LF1496
 LF1496  HORZ ORDER  -  FIRST
 LF1496  ELLP ORDER  -  FIFTH     CLASS I
 LF1496
 LF1496.This mark is at Shenandoah Municipal Airport (SDA)
 LF1496
 LF1496.The horizontal coordinates were established by GPS observations
 LF1496.and adjusted by the National Geodetic Survey in October 1999..
 LF1496
 LF1496.The orthometric height was determined by GPS observations and a
 LF1496.high-resolution geoid model.
 LF1496
 LF1496.GPS derived orthometric heights for airport stations designated as
 LF1496.PACS or SACS are published to 2 decimal places.  This maintains
 LF1496.centimeter relative accuracy between the PACS and SACS.  It does
 LF1496.not indicate centimeter accuracy relative to other marks which are
 LF1496.part of the NAVD 88 network.
 LF1496
 LF1496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1496
 LF1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1496
 LF1496.The ellipsoidal height was determined by GPS observations
 LF1496.and is referenced to NAD 83.
 LF1496
 LF1496.The geoid height was determined by GEOID03.
 LF1496
 LF1496;                    North         East     Units Scale Factor Converg.
 LF1496;SPC IA S     -    85,204.911   338,581.469   MT  0.99997897   -1 15 33.0
 LF1496;UTM  15      - 4,513,947.840   296,412.226   MT  1.00011019   -1 34 29.2
 LF1496
 LF1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1496!SPC IA S     -   0.99995865  x   0.99997897  =   0.99993762
 LF1496!UTM  15      -   0.99995865  x   1.00011019  =   1.00006884
 LF1496
 LF1496:                Primary Azimuth Mark                     Grid Az
 LF1496:SPC IA S     -  SHENPORT                                 306 09 00.0
 LF1496:UTM  15      -  SHENPORT                                 306 27 56.2
 LF1496
 LF1496|---------------------------------------------------------------------|
 LF1496| PID    Reference Object                     Distance      Geod. Az  |
 LF1496|                                                           dddmmss.s |
 LF1496| LF1495 SHENPORT                            APPROX. 0.5 KM 3045327.0 |
 LF1496|---------------------------------------------------------------------|
 LF1496
 LF1496                          SUPERSEDED SURVEY CONTROL
 LF1496
 LF1496  NAD 83(1996)-  40 45 04.69740(N)    095 24 41.71991(W) AD(       ) 3
 LF1496  ELLIP H (05/06/99)  263.62   (m)                       GP(       ) 4 1
 LF1496  NAD 83(1996)-  40 45 04.69453(N)    095 24 41.70858(W) AD(       ) 3
 LF1496  NAD 83(1986)-  40 45 04.69694(N)    095 24 41.70534(W) AD(       ) 3
 LF1496  NGVD 29 (07/09/90)  293.9    (m)          964.     (f) GPS OBS        
 LF1496
 LF1496.Superseded values are not recommended for survey control.
 LF1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1496.See file dsdata.txt to determine how the superseded data were derived.
 LF1496
 LF1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF9641213948(NAD 83)
 LF1496_MARKER: I = METAL ROD
 LF1496_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1496_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1496_STAMPING: SHENPORT AZ MK 1989
 LF1496_MARK LOGO: NGS   
 LF1496_PROJECTION: FLUSH
 LF1496_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1496+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1999
 LF1496_ROD/PIPE-DEPTH: 20.7 meters
 LF1496_SLEEVE-DEPTH  : 0.91 meters
 LF1496
 LF1496  HISTORY     - Date     Condition        Report By
 LF1496  HISTORY     - 1989     MONUMENTED       NGS
 LF1496  HISTORY     - 19990730 GOOD             NGS
 LF1496
 LF1496                          STATION DESCRIPTION
 LF1496
 LF1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1496'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) WEST-SOUTHWEST OF
 LF1496'SHENANDOAH, AT THE SHENANDOAH MUNICIPAL AIRPORT AT THE JUNCTION OF
 LF1496'RUNWAY 12-30 AND RUNWAY 4-22.  OWNERSHIP--CITY OF SHENANDOAH,
 LF1496'SHENANDOAH, IA 51601, PHONE (712) 246-1931.  THE AIRPORT MANAGER IS
 LF1496'JAMES L. BENGTSON.
 LF1496'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND STATE
 LF1496'HIGHWAY 2, ABOUT 1.6 KM (1.00 MI) SOUTHWEST OF SHENANDOAH, GO NORTH ON
 LF1496'US HIGHWAY 59 FOR 1.6 KM (1.00 MI) TO THE INTERSECTION OF A PAVED
 LF1496'CROSSROAD JUST BEFORE A RAILROAD CROSSING.  TURN LEFT, WEST, ON THE
 LF1496'PAVED ROAD FOR 2.55 KM (1.60 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 LF1496'LEFT.  TURN LEFT, SOUTH, FOR 0.2 KM (0.10 MI) TO THE ROADS END AT THE
 LF1496'APRON AND A CINDERBLOCK HANGAR ON THE RIGHT.  CONTINUE AHEAD ONTO THE
 LF1496'APRON AND ENTRANCE RAMP TO THE JUNCTION OF RUNWAY 12-30.  TURN LEFT
 LF1496'ONTO THE RUNWAY FOR 0.5 KM (0.30 MI) TO THE JUNCTION OF RUNWAY 4-22
 LF1496'AND THE STATION ON THE LEFT.
 LF1496'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 LF1496'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 LF1496'SURROUNDED BY CONCRETE.  LOCATED 17.5 M (57.4 FT) NORTHEAST OF THE
 LF1496'CENTER OF RUNWAY 30, 24.4 M (80.1 FT) NORTHWEST OF THE CENTER OF
 LF1496'RUNWAY 22, 5.8 M (19.0 FT) NORTH OF THE CURVED EDGE OF THE JUNCTION OF
 LF1496'THE RUNWAYS AND 5.75 M (18.9 FT) NORTH OF A FIBERGLASS WITNESS POST.
 LF1496'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LF1496'DESCRIBED BY M. L. MCCREADY.
 LF1496
 LF1496                          STATION RECOVERY (1999)
 LF1496
 LF1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JDH)
 LF1496'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THIS STATION IS
 LF1496'DESIGNATED A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0572 ***********************************************************************
 MH0572  DESIGNATION -  SHERIDAN
 MH0572  PID         -  MH0572
 MH0572  STATE/COUNTY-  IA/POWESHIEK
 MH0572  USGS QUAD   -  SHERIDAN (1980)
 MH0572
 MH0572                         *CURRENT SURVEY CONTROL
 MH0572  ___________________________________________________________________
 MH0572* NAD 83(1996)-  41 50 52.73242(N)    092 33 41.42166(W)     ADJUSTED  
 MH0572* NAVD 88     -       298.3    (meters)     979.     (feet)  VERTCON   
 MH0572  ___________________________________________________________________
 MH0572  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 MH0572  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 MH0572
 MH0572  HORZ ORDER  -  FIRST
 MH0572
 MH0572.The horizontal coordinates were established by classical geodetic methods
 MH0572.and adjusted by the National Geodetic Survey in May 1999..
 MH0572
 MH0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0572
 MH0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0572
 MH0572.The geoid height was determined by GEOID03.
 MH0572
 MH0572;                    North         East     Units Scale Factor Converg.
 MH0572;SPC IA S     -   205,643.924   577,939.164   MT  1.00001212   +0 37 05.5
 MH0572;SPC IA N     - 1,039,085.557 1,577,941.785   MT  1.00004688   +0 38 09.8
 MH0572;UTM  15      - 4,632,990.910   536,401.374   MT  0.99961630   +0 17 33.2
 MH0572
 MH0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0572!SPC IA S     -   0.99995821  x   1.00001212  =   0.99997033
 MH0572!SPC IA N     -   0.99995821  x   1.00004688  =   1.00000509
 MH0572!UTM  15      -   0.99995821  x   0.99961630  =   0.99957452
 MH0572
 MH0572|---------------------------------------------------------------------|
 MH0572| PID    Reference Object                     Distance      Geod. Az  |
 MH0572|                                                           dddmmss.s |
 MH0572| CL9435 SHERIDAN RM 1                        32.402 METERS 15544     |
 MH0572| MH0581 MALCOM USE REPEATER MAST 740        APPROX.12.9 KM 1820730.2 |
 MH0572| CL9434 SHERIDAN AZ MK                                     2254454.7 |
 MH0572| MH0586 GRINNEL MUNICIPAL TANK              APPROX.18.1 KM 2284053.2 |
 MH0572| CL9436 SHERIDAN RM 2                        48.130 METERS 26021     |
 MH0572|---------------------------------------------------------------------|
 MH0572
 MH0572                          SUPERSEDED SURVEY CONTROL
 MH0572
 MH0572  NAD 83(1986)-  41 50 52.73965(N)    092 33 41.42707(W) AD(       ) 1
 MH0572  NAD 27      -  41 50 52.76242(N)    092 33 40.74312(W) AD(       ) 1
 MH0572  NGVD 29 (07/19/86)  298.3    (m)          979.     (f) VERT ANG       
 MH0572
 MH0572.Superseded values are not recommended for survey control.
 MH0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0572.See file dsdata.txt to determine how the superseded data were derived.
 MH0572
 MH0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3640132991(NAD 83)
 MH0572_MARKER: DS = TRIANGULATION STATION DISK
 MH0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0572_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0572
 MH0572  HISTORY     - Date     Condition        Report By
 MH0572  HISTORY     - 1969     MONUMENTED       CGS
 MH0572
 MH0572                          STATION DESCRIPTION
 MH0572
 MH0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0572'THE STATION IS LOCATED ABOUT 10-1/2 MILES NORTHEAST OF GRINNELL, 10
 MH0572'MILES NORTHWEST OF BROOKLYN, 9 MILES NORTH OF MALCOM AND NEAR THE
 MH0572'CENTER OF THE NORTH SIDE OF SECTION 11, T81N, R15W.  THE PROPERTY
 MH0572'IS OWNED BY MRS. IVA STIMSON.
 MH0572'
 MH0572'TO REACH THE STATION FROM THE POST OFFICE IN MALCOM, GO NORTH FOR
 MH0572'0.1 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST FOR 0.2 MILE TO THE
 MH0572'JUNCTION OF U.S. HIGHWAY 63.  TURN LEFT AND GO NORTH ON U.S.
 MH0572'HIGHWAY 63 FOR 2.8 MILES TO A T-INTERSECTION, THE JUNCTION OF U.S.
 MH0572'HIGHWAY 6.  TURN LEFT AND GO WEST ON U.S. HIGHWAYS 6 AND 63 FOR
 MH0572'2.2 MILES TO THE JUNCTION OF U.S. HIGHWAY 63 ON THE RIGHT.  TURN
 MH0572'RIGHT AND GO NORTH ON U.S. HIGHWAY 63 FOR 7.4 MILES TO A
 MH0572'GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE
 MH0572'GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  (TO REACH THE AZIMUTH
 MH0572'MARK, TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO
 MH0572'THE MARK ON THE LEFT AS DESCRIBED.) CONTINUE AHEAD EAST ON THE
 MH0572'GRAVELED ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 MH0572'
 MH0572'THE STATION MARK IS A STANDARD DISK STAMPED SHERIDAN 1969, SET IN
 MH0572'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 MH0572'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 110 FEET NORTH OF A
 MH0572'30-INCH BOX ELDER TREE, 43 FEET WEST OF A METAL WITNESS POST SET
 MH0572'IN A NORTH-SOUTH FENCE.
 MH0572'
 MH0572'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SHERIDAN NO 1 1969, SET
 MH0572'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0572'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 97 FEET SOUTH
 MH0572'OF THE METAL WITNESS POST SET IN A FENCE, 41 FEET EAST OF THE
 MH0572'30-INCH TREE AND 1 FOOT WEST OF THE FENCE.
 MH0572'
 MH0572'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SHERIDAN NO 2 1969, SET
 MH0572'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0572'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 58 FEET SOUTH
 MH0572'OF A FENCE CORNER AND 1 FOOT EAST OF A FENCE.
 MH0572'
 MH0572'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SHERIDAN 1969, SET IN
 MH0572'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 MH0572'AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 40 FEET EAST
 MH0572'OF THE CENTER OF A GRAVELED ROAD, 2 FEET NORTH OF A POWER POLE AND
 MH0572'2 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0953 ***********************************************************************
 NJ0953  DESIGNATION -  SHERRILL
 NJ0953  PID         -  NJ0953
 NJ0953  STATE/COUNTY-  IA/DUBUQUE
 NJ0953  USGS QUAD   -  SHERRILL (1972)
 NJ0953
 NJ0953                         *CURRENT SURVEY CONTROL
 NJ0953  ___________________________________________________________________
 NJ0953* NAD 83(1996)-  42 36 16.76631(N)    090 47 46.76435(W)     ADJUSTED  
 NJ0953* NAVD 88     -       362.     (meters)    1188.     (feet)  SCALED    
 NJ0953  ___________________________________________________________________
 NJ0953  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 NJ0953  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 NJ0953
 NJ0953  HORZ ORDER  -  FIRST
 NJ0953
 NJ0953.The horizontal coordinates were established by classical geodetic methods
 NJ0953.and adjusted by the National Geodetic Survey in May 1999..
 NJ0953
 NJ0953.The orthometric height was scaled from a topographic map.
 NJ0953
 NJ0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0953
 NJ0953.The geoid height was determined by GEOID03.
 NJ0953
 NJ0953;                    North         East     Units Scale Factor Converg.
 NJ0953;SPC IA N     - 1,126,248.584 1,721,818.741   MT  0.99994597   +1 49 56.6
 NJ0953;SPC WI S     -    67,484.868   534,651.407   MT  1.00002843   -0 32 49.8
 NJ0953;SPC WI S     -   221,406.60  1,754,102.16   sFT  1.00002843   -0 32 49.8
 NJ0953;UTM  15      - 4,719,268.036   680,769.116   MT  1.00000205   +1 29 31.7
 NJ0953
 NJ0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0953!SPC IA N     -   0.99994830  x   0.99994597  =   0.99989427
 NJ0953!SPC WI S     -   0.99994830  x   1.00002843  =   0.99997673
 NJ0953!UTM  15      -   0.99994830  x   1.00000205  =   0.99995035
 NJ0953
 NJ0953:                Primary Azimuth Mark                     Grid Az
 NJ0953:SPC IA N     -  LANCASTER ST CLEMENTS CATH CH            012 29 20.2
 NJ0953:SPC WI S     -  LANCASTER ST CLEMENTS CATH CH            014 52 06.6
 NJ0953:UTM  15      -  LANCASTER ST CLEMENTS CATH CH            012 49 45.1
 NJ0953
 NJ0953|---------------------------------------------------------------------|
 NJ0953| PID    Reference Object                     Distance      Geod. Az  |
 NJ0953|                                                           dddmmss.s |
 NJ0953| NJ0921 LANCASTER ST CLEMENTS CATH CH       APPROX.27.8 KM 0141916.8 |
 NJ0953| NJ0918 LANCASTER CO HOSP AND HOME TK       APPROX.26.2 KM 0202042.5 |
 NJ0953| NJ0948 TENNYSON CATH CH SPIRE              APPROX.13.4 KM 0442547.0 |
 NJ0953| NJ0930 DICKEYSVILLE HOLY GHOST CHURCH      APPROX.16.7 KM 0811051.8 |
 NJ0953| NJ0860 CUBA CITY CHURCH SPIRE              APPROX.29.9 KM 0891110.0 |
 NJ0953| NJ0931 SINSINAWA ST JOSEPHS CH SPIRE       APPROX.23.1 KM 1105216.2 |
 NJ0953| NJ0936 SINSINAWA ST CLAIRS CONVENT         APPROX.22.6 KM 1133053.8 |
 NJ0953| NJ0941 DUBUQUE VISITATION CONV BELFRY      APPROX.15.1 KM 1401501.5 |
 NJ0953| NJ0942 CLARK COLLEGE CHAPEL NE SPIRE       APPROX.13.7 KM 1404210.7 |
 NJ0953| NJ0943 CLARK COLLEGE CHAPEL SW SPIRE       APPROX.13.7 KM 1404505.0 |
 NJ0953| NJ0895 DUBUQUE MUNICIPAL STANDPIPE         APPROX.14.9 KM 1423136.4 |
 NJ0953| CJ2133 SHERRILL RM 1                                      22929     |
 NJ0953| NJ0955 BANKSTON ST CLEMENTS CATH CH        APPROX.16.6 KM 2345607.0 |
 NJ0953| NJ0956 HOLY CROSS CATH CH SPIRE            APPROX.16.5 KM 2684008.6 |
 NJ0953| NJ0711 LUXEMBURG HOLY TRINITY CATH CH      APPROX.22.8 KM 2692726.7 |
 NJ0953| NJ0951 ST FRANCIS                          APPROX. 7.0 KM 3011943.5 |
 NJ0953| NJ0952 BALLTOWN ST FRANCIS CATH CH         APPROX. 6.9 KM 3012507.5 |
 NJ0953| CJ2134 SHERRILL RM 2                                      30130     |
 NJ0953|---------------------------------------------------------------------|
 NJ0953
 NJ0953                          SUPERSEDED SURVEY CONTROL
 NJ0953
 NJ0953  NAD 83(1996)-  42 36 16.76632(N)    090 47 46.76436(W) AD(       ) 1
 NJ0953  NAD 83(1996)-  42 36 16.76249(N)    090 47 46.75836(W) AD(       ) 1
 NJ0953  NAD 83(1986)-  42 36 16.76017(N)    090 47 46.75984(W) AD(       ) 1
 NJ0953  NAD 27      -  42 36 16.76800(N)    090 47 46.30600(W) AD(       ) 1
 NJ0953
 NJ0953.Superseded values are not recommended for survey control.
 NJ0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0953.See file dsdata.txt to determine how the superseded data were derived.
 NJ0953
 NJ0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8076919268(NAD 83)
 NJ0953_MARKER: DS = TRIANGULATION STATION DISK
 NJ0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0953
 NJ0953  HISTORY     - Date     Condition        Report By
 NJ0953  HISTORY     - 1931     MONUMENTED       CGS
 NJ0953  HISTORY     - 1934     GOOD             IAGS
 NJ0953  HISTORY     - 1953     GOOD             USGS
 NJ0953
 NJ0953                          STATION DESCRIPTION
 NJ0953
 NJ0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 NJ0953'ABOUT 10 MILES NORTHWEST OF DUBUQUE, 1 MILE WEST OF THE TOWN
 NJ0953'OF SHERRILL, ON THE EAST END OF A HIGH PROMINENT RIDGE KNOWN
 NJ0953'AS SHERRILL MOUND.  MARK IS 14 METERS EAST OF A FENCE LINE BETWEEN
 NJ0953'CULTIVATED AND PASTURE LAND, THIS CULTIVATED LAND BEING THE FIRST
 NJ0953'FROM THE EAST ON TOP OF THE RIDGE, MARK IS 39 METERS SOUTHEAST
 NJ0953'OF THE NORTHEAST CORNER OF THIS FIELD.
 NJ0953'
 NJ0953'REFERENCE MARK NO. 1 IS IN THE SOUTHEAST CORNER OF THE ABOVE
 NJ0953'FIELD, BEING 2 METERS NORTH OF THE SOUTH FENCE LINE, AND
 NJ0953'1-1/2 METERS WEST OF THE EAST FENCE LINE.
 NJ0953'
 NJ0953'REFERENCE MARK NO. 2 IS ABOUT 400 METERS NORTHWEST OF THE
 NJ0953'STATION, IN THE FENCE LINE ALONG THE NORTH SIDE OF THE CULTIVATED
 NJ0953'LAND.
 NJ0953'
 NJ0953'TO REACH STATION FROM SHERRILL, GO WEST ON THE DIRT ROAD
 NJ0953'FROM THE BANK BUILDING FOR 0.3 MILE TO THE METHODIST CHURCH,
 NJ0953'TAKE RIGHT-HAND DIRT ROAD FOR 0.1 MILE TO A GATE ON THE LEFT,
 NJ0953'FOLLOW FARM ROAD UP HILL FOR ABOUT 400 METERS TO CULTIVATED FIELD
 NJ0953'ON TOP OF HILL, AND STATION SITE.
 NJ0953'
 NJ0953'HEIGHT OF SIGNAL ABOVE STATION MARK - 21 METERS.
 NJ0953
 NJ0953                          STATION RECOVERY (1934)
 NJ0953
 NJ0953'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 NJ0953'MONUMENTS OF TRIANGULATION STATION AND REFERENCE MARKS ARE
 NJ0953'IN GOOD CONDITION.  DESCRIPTION AS NOTED BY LAST VISIT HOLDS
 NJ0953'GOOD.
 NJ0953
 NJ0953                          STATION RECOVERY (1953)
 NJ0953
 NJ0953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 NJ0953'STATION RECOVERED IN GOOD CONDITION.
 NJ0953'
 NJ0953'REFERENCE MARK 2 NOT FOUND.  CONSIDERABLE WASHING ALONG THE
 NJ0953'FENCE MAY HAVE BURIED THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0824 ***********************************************************************
 OP0824  DESIGNATION -  SIBLEY MUNICIPAL TANK CENTER
 OP0824  PID         -  OP0824
 OP0824  STATE/COUNTY-  IA/OSCEOLA
 OP0824  USGS QUAD   -  SIBLEY WEST (1972)
 OP0824
 OP0824                         *CURRENT SURVEY CONTROL
 OP0824  ___________________________________________________________________
 OP0824* NAD 83(1996)-  43 24 13.04604(N)    095 45 08.13457(W)     ADJUSTED  
 OP0824* NAVD 88     -                                                        
 OP0824  ___________________________________________________________________
 OP0824  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 OP0824  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 OP0824
 OP0824  HORZ ORDER  -  THIRD
 OP0824
 OP0824.The horizontal coordinates were established by classical geodetic methods
 OP0824.and adjusted by the National Geodetic Survey in May 1999..
 OP0824
 OP0824
 OP0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0824
 OP0824.The geoid height was determined by GEOID03.
 OP0824
 OP0824;                    North         East     Units Scale Factor Converg.
 OP0824;SPC IA N     - 1,213,888.332 1,317,571.741   MT  1.00002790   -1 31 35.2
 OP0824;SPC MN S     -   146,370.733   658,053.981   MT  1.00010386   -1 13 41.5
 OP0824;UTM  15      - 4,809,317.630   277,136.920   MT  1.00021100   -1 53 31.0
 OP0824
 OP0824                          SUPERSEDED SURVEY CONTROL
 OP0824
 OP0824  NAD 83(1996)-  43 24 13.04604(N)    095 45 08.13457(W) AD(       ) 4
 OP0824  NAD 83(1996)-  43 24 13.04404(N)    095 45 08.12670(W) AD(       ) 4
 OP0824  NAD 83(1986)-  43 24 13.04445(N)    095 45 08.12372(W) AD(       ) 4
 OP0824  NAD 27      -  43 24 13.15400(N)    095 45 07.06200(W) AD(       ) 3
 OP0824
 OP0824.Superseded values are not recommended for survey control.
 OP0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0824.See file dsdata.txt to determine how the superseded data were derived.
 OP0824
 OP0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7713709318(NAD 83)
 OP0824_MARKER: 51 = TANK
 OP0824
 OP0824  HISTORY     - Date     Condition        Report By
 OP0824  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP0824
 OP0824                          STATION DESCRIPTION
 OP0824
 OP0824'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0576 ***********************************************************************
 OP0576  DESIGNATION -  SIBLEY RM 1
 OP0576  PID         -  OP0576
 OP0576  STATE/COUNTY-  IA/OSCEOLA
 OP0576  USGS QUAD   -  SIBLEY WEST (1972)
 OP0576
 OP0576                         *CURRENT SURVEY CONTROL
 OP0576  ___________________________________________________________________
 OP0576* NAD 83(1986)-  43 23 54.     (N)    095 45 06.     (W)     SCALED    
 OP0576* NAVD 88     -       466.890  (meters)    1531.79   (feet)  ADJUSTED  
 OP0576  ___________________________________________________________________
 OP0576  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 OP0576  DYNAMIC HT  -         466.769 (meters)    1531.39  (feet)  COMP
 OP0576  MODELED GRAV-     980,344.7   (mgal)                       NAVD 88
 OP0576
 OP0576  VERT ORDER  -  SECOND    CLASS 0
 OP0576
 OP0576.The horizontal coordinates were scaled from a topographic map and have
 OP0576.an estimated accuracy of +/- 6 seconds.
 OP0576
 OP0576.The orthometric height was determined by differential leveling
 OP0576.and adjusted by the National Geodetic Survey in June 1991..
 OP0576
 OP0576.The geoid height was determined by GEOID03.
 OP0576
 OP0576.The dynamic height is computed by dividing the NAVD 88
 OP0576.geopotential number by the normal gravity value computed on the
 OP0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0576.degrees latitude (g = 980.6199 gals.).
 OP0576
 OP0576.The modeled gravity was interpolated from observed gravity values.
 OP0576
 OP0576;                    North         East    Units  Estimated Accuracy
 OP0576;SPC IA N     - 1,213,300.    1,317,600.      MT  (+/- 180 meters Scaled)
 OP0576
 OP0576                          SUPERSEDED SURVEY CONTROL
 OP0576
 OP0576  NGVD 29 (??/??/92)  466.696  (m)         1531.15   (f) ADJ UNCH    2 0
 OP0576
 OP0576.Superseded values are not recommended for survey control.
 OP0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0576.See file dsdata.txt to determine how the superseded data were derived.
 OP0576
 OP0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ771087(NAD 83)
 OP0576_MARKER: DR = REFERENCE MARK DISK
 OP0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0576_STAMPING: SIBLEY 1934
 OP0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0576+STABILITY: SURFACE MOTION
 OP0576
 OP0576  HISTORY     - Date     Condition        Report By
 OP0576  HISTORY     - 1934     MONUMENTED       CGS
 OP0576  HISTORY     - 1934     GOOD             NGS
 OP0576
 OP0576                          STATION DESCRIPTION
 OP0576
 OP0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0576'IN SIBLEY.
 OP0576'AT SIBLEY, OSCEOLA COUNTY, IN THE WEST CORNER OF THE COURTHOUSE YARD,
 OP0576'129.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE COURTHOUSE, 63.6
 OP0576'FEET EAST OF THE EDGE OF THE CURB WEST OF THE COURTHOUSE, AND 41.6
 OP0576'FEET NORTH OF THE EDGE OF THE CURB SOUTH OF THE COURTHOUSE.  A
 OP0576'STANDARD DISK, STAMPED SIBLEY 1934 AND SET IN THE TOP OF A CONCRETE
 OP0576'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0575 ***********************************************************************
 OP0575  DESIGNATION -  SIBLEY RM 2
 OP0575  PID         -  OP0575
 OP0575  STATE/COUNTY-  IA/OSCEOLA
 OP0575  USGS QUAD   -  SIBLEY EAST (1972)
 OP0575
 OP0575                         *CURRENT SURVEY CONTROL
 OP0575  ___________________________________________________________________
 OP0575* NAD 83(1986)-  43 23 51.     (N)    095 44 56.     (W)     SCALED    
 OP0575* NAVD 88     -       460.130  (meters)    1509.61   (feet)  ADJUSTED  
 OP0575  ___________________________________________________________________
 OP0575  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 OP0575  DYNAMIC HT  -         460.010 (meters)    1509.22  (feet)  COMP
 OP0575  MODELED GRAV-     980,344.7   (mgal)                       NAVD 88
 OP0575
 OP0575  VERT ORDER  -  SECOND    CLASS 0
 OP0575
 OP0575.The horizontal coordinates were scaled from a topographic map and have
 OP0575.an estimated accuracy of +/- 6 seconds.
 OP0575
 OP0575.The orthometric height was determined by differential leveling
 OP0575.and adjusted by the National Geodetic Survey in June 1991..
 OP0575
 OP0575.The geoid height was determined by GEOID03.
 OP0575
 OP0575.The dynamic height is computed by dividing the NAVD 88
 OP0575.geopotential number by the normal gravity value computed on the
 OP0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0575.degrees latitude (g = 980.6199 gals.).
 OP0575
 OP0575.The modeled gravity was interpolated from observed gravity values.
 OP0575
 OP0575;                    North         East    Units  Estimated Accuracy
 OP0575;SPC IA N     - 1,213,200.    1,317,830.      MT  (+/- 180 meters Scaled)
 OP0575
 OP0575                          SUPERSEDED SURVEY CONTROL
 OP0575
 OP0575  NGVD 29 (??/??/92)  459.939  (m)         1508.98   (f) ADJ UNCH    2 0
 OP0575
 OP0575.Superseded values are not recommended for survey control.
 OP0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0575.See file dsdata.txt to determine how the superseded data were derived.
 OP0575
 OP0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ773086(NAD 83)
 OP0575_MARKER: DR = REFERENCE MARK DISK
 OP0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0575_STAMPING: SIBLEY 1934
 OP0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0575+STABILITY: SURFACE MOTION
 OP0575
 OP0575  HISTORY     - Date     Condition        Report By
 OP0575  HISTORY     - 1934     MONUMENTED       CGS
 OP0575  HISTORY     - 1934     GOOD             NGS
 OP0575
 OP0575                          STATION DESCRIPTION
 OP0575
 OP0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0575'IN SIBLEY.
 OP0575'AT SIBLEY, OSCEOLA COUNTY, IN THE NORTHWEST CORNER OF THE MINN. POWER
 OP0575'PLANT PARK.  A STANDARD DISK, STAMPED SIBLEY 1934 AND SET IN THE TOP
 OP0575'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1399 ***********************************************************************
 LF1399  DESIGNATION -  SIDNEY MUNICIPAL TANK
 LF1399  PID         -  LF1399
 LF1399  STATE/COUNTY-  IA/FREMONT
 LF1399  USGS QUAD   -  SIDNEY (1981)
 LF1399
 LF1399                         *CURRENT SURVEY CONTROL
 LF1399  ___________________________________________________________________
 LF1399* NAD 83(1996)-  40 44 50.77362(N)    095 39 12.82966(W)     ADJUSTED  
 LF1399* NAVD 88     -                                                        
 LF1399  ___________________________________________________________________
 LF1399  LAPLACE CORR-          -7.56  (seconds)                    DEFLEC99
 LF1399  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LF1399
 LF1399  HORZ ORDER  -  THIRD
 LF1399
 LF1399.The horizontal coordinates were established by classical geodetic methods
 LF1399.and adjusted by the National Geodetic Survey in May 1999..
 LF1399
 LF1399
 LF1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1399
 LF1399.The geoid height was determined by GEOID03.
 LF1399
 LF1399;                    North         East     Units Scale Factor Converg.
 LF1399;SPC IA S     -    85,253.032   318,141.951   MT  0.99997949   -1 25 06.8
 LF1399;UTM  15      - 4,514,108.329   275,969.522   MT  1.00021780   -1 43 58.0
 LF1399
 LF1399                          SUPERSEDED SURVEY CONTROL
 LF1399
 LF1399  NAD 83(1996)-  40 44 50.78561(N)    095 39 12.83718(W) AD(       ) 4
 LF1399  NAD 83(1986)-  40 44 50.79289(N)    095 39 12.83106(W) AD(       ) 4
 LF1399  NAD 27      -  40 44 50.80000(N)    095 39 11.87000(W) AD(       ) 3
 LF1399
 LF1399.Superseded values are not recommended for survey control.
 LF1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1399.See file dsdata.txt to determine how the superseded data were derived.
 LF1399
 LF1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF7597014108(NAD 83)
 LF1399_MARKER: 53 = ELEVATED TANK
 LF1399_MARK LOGO: CGS   
 LF1399
 LF1399  HISTORY     - Date     Condition        Report By
 LF1399  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1399  HISTORY     - 19800623 GOOD             NGS
 LF1399
 LF1399                          STATION DESCRIPTION
 LF1399
 LF1399'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0506 ***********************************************************************
 MH0506  DESIGNATION -  SIGOURNEY KEOKUK CO CTHSE DOME
 MH0506  PID         -  MH0506
 MH0506  STATE/COUNTY-  IA/KEOKUK
 MH0506  USGS QUAD   -  SIGOURNEY (1965)
 MH0506
 MH0506                         *CURRENT SURVEY CONTROL
 MH0506  ___________________________________________________________________
 MH0506* NAD 83(1996)-  41 19 59.66349(N)    092 12 16.36462(W)     ADJUSTED  
 MH0506* NAVD 88     -                                                        
 MH0506  ___________________________________________________________________
 MH0506  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 MH0506  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 MH0506
 MH0506  HORZ ORDER  -  THIRD
 MH0506
 MH0506.The horizontal coordinates were established by classical geodetic methods
 MH0506.and adjusted by the National Geodetic Survey in May 1999..
 MH0506
 MH0506
 MH0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0506
 MH0506.The geoid height was determined by GEOID03.
 MH0506
 MH0506;                    North         East     Units Scale Factor Converg.
 MH0506;SPC IA S     -   148,862.447   608,433.166   MT  0.99995103   +0 51 11.9
 MH0506;UTM  15      - 4,576,056.082   566,561.125   MT  0.99965452   +0 31 31.3
 MH0506
 MH0506                          SUPERSEDED SURVEY CONTROL
 MH0506
 MH0506  NAD 83(1986)-  41 19 59.66741(N)    092 12 16.37596(W) AD(       ) 4
 MH0506  NAD 27      -  41 19 59.62500(N)    092 12 15.73100(W) AD(       ) 3
 MH0506
 MH0506.Superseded values are not recommended for survey control.
 MH0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0506.See file dsdata.txt to determine how the superseded data were derived.
 MH0506
 MH0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF6656176056(NAD 83)
 MH0506_MARKER: 87 = DOME
 MH0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0506+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2005
 MH0506
 MH0506  HISTORY     - Date     Condition        Report By
 MH0506  HISTORY     - 1934     FIRST OBSERVED   CGS
 MH0506  HISTORY     - 1980     GOOD             NGS
 MH0506  HISTORY     - 20051226 GOOD             GEOCAC
 MH0506
 MH0506                          STATION DESCRIPTION
 MH0506
 MH0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0506'STATION IS THE BASE OF THE FLAGSTAFF ON TOP OF THE SMALL SILVER
 MH0506'DOME OF THE KEOKUK COUNTY COURTHOUSE.  THE COURTHOUSE IS A
 MH0506'CONCRETE BUILDING WITH A SQUARE CONCRETE BELFRY AT THE APPROXIMATE
 MH0506'CENTER OF THE BUILDING.  THE BELFRY IS ABOUT 10 FEET HIGH AND
 MH0506'HAS AN OPEN WINDOW ON EACH SIDE.  ABOVE THE BELFRY IS A SMALLER
 MH0506'SQUARE TOWER WITH A CLOCK ON EACH SIDE.  ON TOP OF THE CLOCK
 MH0506'TOWER IS A SMALL SILVER DOME WITH A 5-FOOT FLAGSTAFF ON TOP.
 MH0506'THE CLOCK TOWER AND FLAGSTAFF CAN BE SEEN ABOVE THE TREES FROM
 MH0506'THE SURROUNDING COUNTRY.  THE BUILDING WAS ERECTED IN 1909.
 MH0506'
 MH0506'THE COURTHOUSE IS IN THE MIDDLE OF THE TOWN, ON THE SQUARE
 MH0506'BOUNDED BY WASHINGTON STREET ON THE N, MARION STREET ON THE
 MH0506'S, MAIN STREET ON THE W, AND JEFFERSON STREET ON THE E.
 MH0506
 MH0506                          STATION RECOVERY (1980)
 MH0506
 MH0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MH0506'THE STATION, SIGOURNEY KEOKUK COUNTY COURTHOUSE DOME, WAS RECOVERED
 MH0506'IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.
 MH0506
 MH0506                          STATION RECOVERY (2005)
 MH0506
 MH0506'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MH0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0681 ***********************************************************************
 NL0681  DESIGNATION -  SILVER
 NL0681  PID         -  NL0681
 NL0681  STATE/COUNTY-  IA/CHEROKEE
 NL0681  USGS QUAD   -  QUIMBY SE (1969)
 NL0681
 NL0681                         *CURRENT SURVEY CONTROL
 NL0681  ___________________________________________________________________
 NL0681* NAD 83(1996)-  42 34 35.26181(N)    095 32 41.79353(W)     ADJUSTED  
 NL0681* NAVD 88     -       431.     (meters)    1414.     (feet)  SCALED    
 NL0681  ___________________________________________________________________
 NL0681  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 NL0681  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 NL0681
 NL0681  HORZ ORDER  -  THIRD
 NL0681
 NL0681.The horizontal coordinates were established by classical geodetic methods
 NL0681.and adjusted by the National Geodetic Survey in May 1999..
 NL0681
 NL0681.The orthometric height was scaled from a topographic map.
 NL0681
 NL0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0681
 NL0681.The geoid height was determined by GEOID03.
 NL0681
 NL0681;                    North         East     Units Scale Factor Converg.
 NL0681;SPC IA N     - 1,121,599.632 1,332,138.019   MT  0.99994663   -1 23 09.4
 NL0681;UTM  15      - 4,716,922.702   291,140.948   MT  1.00013672   -1 43 20.9
 NL0681
 NL0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0681!SPC IA N     -   0.99993675  x   0.99994663  =   0.99988338
 NL0681!UTM  15      -   0.99993675  x   1.00013672  =   1.00007346
 NL0681
 NL0681|---------------------------------------------------------------------|
 NL0681| PID    Reference Object                     Distance      Geod. Az  |
 NL0681|                                                           dddmmss.s |
 NL0681| CO4539 SILVER RM 1                          12.668 METERS 00406     |
 NL0681| NL0682 SILVER 2                             29.565 METERS 03440     |
 NL0681| CO4541 SILVER RM 3                          16.619 METERS 07950     |
 NL0681| CO4540 SILVER RM 2                          10.835 METERS 12046     |
 NL0681| NL0641 HOLSTEIN MUNICIPAL TANK             APPROX. 9.8 KM 1792510.1 |
 NL0681| CO4537 SILVER AZ MK                                       1823823.2 |
 NL0681| CO4538 SILVER 2 AZ MK                                     1830621.8 |
 NL0681|---------------------------------------------------------------------|
 NL0681
 NL0681                          SUPERSEDED SURVEY CONTROL
 NL0681
 NL0681  NAD 83(1996)-  42 34 35.26200(N)    095 32 41.79351(W) AD(       ) 3
 NL0681  NAD 83(1996)-  42 34 35.26125(N)    095 32 41.79247(W) AD(       ) 3
 NL0681  NAD 83(1986)-  42 34 35.26136(N)    095 32 41.79182(W) AD(       ) 3
 NL0681  NAD 27      -  42 34 35.31300(N)    095 32 40.75800(W) AD(       ) 3
 NL0681
 NL0681.Superseded values are not recommended for survey control.
 NL0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0681.See file dsdata.txt to determine how the superseded data were derived.
 NL0681
 NL0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH9114116923(NAD 83)
 NL0681_MARKER: DS = TRIANGULATION STATION DISK
 NL0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0681
 NL0681  HISTORY     - Date     Condition        Report By
 NL0681  HISTORY     - 1950     MONUMENTED       CGS
 NL0681  HISTORY     - 1962     GOOD             CGS
 NL0681  HISTORY     - 1965     GOOD             CGS
 NL0681  HISTORY     - 1972     GOOD             NGS
 NL0681
 NL0681                          STATION DESCRIPTION
 NL0681
 NL0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0681'STATION IS LOCATED ABOUT 9 MILES EAST OF WASHTA AND 6 MILES
 NL0681'NORTH OF HOLSTEIN AT THE JUNCTION OF U.S. HIGHWAY 59 AND COUNTY
 NL0681'ROUTE L.  STATION IS 58 FEET EAST OF THE CENTERLINE OF U.S.
 NL0681'HIGHWAY 59, 51 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 NL0681'COUNTY ROUTE L, 18 FEET NORTHWEST OF FENCE CORNER AND POWER
 NL0681'POLE, 9 FEET NORTHWEST OF WITNESS POST AND 4 FEET WEST OF
 NL0681'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 NL0681'STAMPED SILVER 1950.
 NL0681'
 NL0681'REFERENCE MARK NO. 1 IS 60 FEET EAST OF THE CENTERLINE OF
 NL0681'HIGHWAY AND 1.5 FEET WEST OF FENCE.  THE MARK PROJECTS ABOUT
 NL0681'6 INCHES AND THE DISK IS STAMPED SILVER NO 1 1950.
 NL0681'
 NL0681'REFERENCE MARK NO. 2 IS 31 FEET NORTH OF THE APPROXIMATE
 NL0681'CENTERLINE OF COUNTY ROUTE L, 25 FEET EAST OF FENCE CORNER AND
 NL0681'1 FOOT NORTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 NL0681'AND THE DISK IS STAMPED SILVER NO 2 1950.
 NL0681'
 NL0681'AZIMUTH MARK IS 58 FEET WEST OF THE CENTERLINE OF HIGHWAY,
 NL0681'3 FEET NORTHEAST OF WITNESS POST AND 1.5 FEET EAST OF FENCE.
 NL0681'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 NL0681'SILVER 1950.
 NL0681'
 NL0681'TO REACH FROM THE POST OFFICE IN HOLSTEIN GO NORTH ON U.S.
 NL0681'HIGHWAY 59 FOR 5.4 MILES TO AZIMUTH MARK ON LEFT OR WEST SIDE
 NL0681'OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR 0.6 MILE TO STATION
 NL0681'ON RIGHT IN NORTHEAST ANGLE OF CROSSROADS AS DESCRIBED.
 NL0681'
 NL0681'A 47 FOOT SIGNAL AT STATION BUSH IS V.G.
 NL0681'
 NL0681'A 74 FOOT SIGNAL AT STATION SMITH IS V.G.
 NL0681'
 NL0681'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0681
 NL0681                          STATION RECOVERY (1962)
 NL0681
 NL0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NL0681'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NL0681'FOUND IN GOOD CONDITION.  NEW STEEL WITNESS POSTS WITH SIGNS
 NL0681'WERE PLACED 1 FOOT SOUTH OF THE STATION MARK AND THE AZIMUTH
 NL0681'MARK.  A REVISED TO REACH FOLLOWS.
 NL0681'
 NL0681'TO REACH THE STATION FROM THE POST OFFICE IN HOLSTEIN, GO NORTH
 NL0681'ON U.S. HIGHWAY 59 FOR 6.0 MILES TO THE AZIMUTH MARK ON THE
 NL0681'LEFT OR WEST SIDE OF THE HIGHWAY.  CONTINUE NORTH ON U.S.
 NL0681'HIGHWAY 59 FOR 0.6 MILE TO THE STATION ON THE RIGHT IN THE
 NL0681'NORTHEAST OF THE CROSSROADS AS DESCRIBED.
 NL0681
 NL0681                          STATION RECOVERY (1965)
 NL0681
 NL0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 NL0681'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 NL0681'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 NL0681'
 NL0681'DUE TO ROAD CONSTRUCTION IN THE AREA, REFERENCE MARK NO. 2
 NL0681'HAD TO BE MOVED.  THE MARK WAS DESTROYED AND THEN REFERENCE
 NL0681'MARK NO. 3 WAS SET.
 NL0681'
 NL0681'THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 NL0681'
 NL0681'FOLLOWS IS A DESCRIPTION FOR REFERENCE MARK NO. 3
 NL0681'
 NL0681'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SILVER NO 3 1950,
 NL0681'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 NL0681'4 INCHES.  IT IS 109 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 NL0681'59 AND 59 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.
 NL0681
 NL0681                          STATION RECOVERY (1972)
 NL0681
 NL0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NL0681'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK
 NL0681'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO CONSTRUCTION
 NL0681'BY WIDENING U.S. HIGHWAY 59, ALL MARKS HAD TO BE MOVED.
 NL0681'STATION SILVER 2 WAS ESTABLISHED AND A TRAVERSE CONNECTION WAS
 NL0681'MADE FROM STATION SILVER 1950.  REFERENCE MARKS 4 AND 5 AND
 NL0681'AN AZIMUTH MARK WERE ESTABLISHED.  BEFORE THE MARKS FOR
 NL0681'STATION SILVER 1950 WERE DESTROYED, THE DISTANCES AND THE
 NL0681'DIRECTIONS WERE CHECKED AND THEY COMPARED GOOD WITH THE
 NL0681'PREVIOUS DATA.  FOR FURTHER INFORMATION SEE DESCRIPTION FOR
 NL0681'SILVER 2--
 NL0681'
 NL0681'SILVER 1950 TO SILVER 2=0.5145 METERS.
 NL0681'
 NL0681'SILVER 1950 AZIMUTH MARK TO SILVER AZIMUTH MARK 1950 1972=0.7556
 NL0681'METERS.
 NL0681'
 NL0681'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 NL0681'NORTH OF HOLSTEIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0838 ***********************************************************************
 ON0838  DESIGNATION -  SILVER
 ON0838  PID         -  ON0838
 ON0838  STATE/COUNTY-  IA/CLAYTON
 ON0838  USGS QUAD   -  MONONA (1971)
 ON0838
 ON0838                         *CURRENT SURVEY CONTROL
 ON0838  ___________________________________________________________________
 ON0838* NAD 83(1996)-  43 00 58.04199(N)    091 28 52.32336(W)     ADJUSTED  
 ON0838* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 ON0838  ___________________________________________________________________
 ON0838  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 ON0838  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 ON0838
 ON0838  HORZ ORDER  -  THIRD
 ON0838
 ON0838.The horizontal coordinates were established by classical geodetic methods
 ON0838.and adjusted by the National Geodetic Survey in May 1999..
 ON0838
 ON0838.The orthometric height was scaled from a topographic map.
 ON0838
 ON0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0838
 ON0838.The geoid height was determined by GEOID03.
 ON0838
 ON0838;                    North         East     Units Scale Factor Converg.
 ON0838;SPC IA N     - 1,170,373.119 1,664,550.189   MT  0.99996383   +1 22 05.6
 ON0838;UTM  15      - 4,763,724.405   623,763.465   MT  0.99978843   +1 02 10.5
 ON0838
 ON0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0838!SPC IA N     -   0.99995230  x   0.99996383  =   0.99991613
 ON0838!UTM  15      -   0.99995230  x   0.99978843  =   0.99974074
 ON0838
 ON0838:                Primary Azimuth Mark                     Grid Az
 ON0838:SPC IA N     -  LUANA ST JOHNS LUTH CH SPIRE             021 43 34.6
 ON0838:UTM  15      -  LUANA ST JOHNS LUTH CH SPIRE             022 03 29.7
 ON0838
 ON0838|---------------------------------------------------------------------|
 ON0838| PID    Reference Object                     Distance      Geod. Az  |
 ON0838|                                                           dddmmss.s |
 ON0838| ON0833 LUANA ST JOHNS LUTH CH SPIRE        APPROX. 5.5 KM 0230540.2 |
 ON0838| ON0834 MONONA WATER TANK                   APPROX. 8.5 KM 0602812.3 |
 ON0838| ON0835 MONONA ST PATRICKS CH SPIRE         APPROX. 8.6 KM 0643513.6 |
 ON0838| CI7163 SILVER RM 1                          19.450 METERS 22050     |
 ON0838| CI7162 SILVER AZ MK                                       2913434.5 |
 ON0838| CI7164 SILVER RM 2                           8.645 METERS 30428     |
 ON0838|---------------------------------------------------------------------|
 ON0838
 ON0838                          SUPERSEDED SURVEY CONTROL
 ON0838
 ON0838  NAD 83(1996)-  43 00 58.04193(N)    091 28 52.32322(W) AD(       ) 3
 ON0838  NAD 83(1986)-  43 00 58.03309(N)    091 28 52.32231(W) AD(       ) 3
 ON0838  NAD 27      -  43 00 58.10050(N)    091 28 51.80410(W) AD(       ) 3
 ON0838
 ON0838.Superseded values are not recommended for survey control.
 ON0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0838.See file dsdata.txt to determine how the superseded data were derived.
 ON0838
 ON0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2376363724(NAD 83)
 ON0838_MARKER: DS = TRIANGULATION STATION DISK
 ON0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0838
 ON0838  HISTORY     - Date     Condition        Report By
 ON0838  HISTORY     - 1961     MONUMENTED       CGS
 ON0838
 ON0838                          STATION DESCRIPTION
 ON0838
 ON0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0838'THE STATION IS ABOUT 7 MILES SOUTHEAST OF POSTVILLE, ABOUT 5 MILES
 ON0838'SOUTHWEST OF MONONA, NEAR THE CENTER OF SECTION 30, T. 95 N., R. 5
 ON0838'W., AND IS ON THE ROAD RIGHT-OF-WAY.  IT IS 136 FEET NORTHWEST
 ON0838'OF THE CENTER OF A T-ROAD, 38 FEET NORTHWEST OF A POWER POLE,
 ON0838'30 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED ROAD, 3 FEET
 ON0838'SOUTHEAST OF A WITNESS POST AND 3 FEET SOUTHWEST OF A WIRE
 ON0838'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ON0838'SILVER 1961.
 ON0838'
 ON0838'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 18, 52 AND STATE
 ON0838'HIGHWAY 51 IN POSTVILLE, GO SOUTH AND EAST ON U.S. HIGHWAY 18 AND
 ON0838'52 FOR 4 MILES TO A SIDE ROAD RIGHT.  CONTINUE EAST ON HIGHWAY 18
 ON0838'AND 52 FOR 0.8 MILE TO ANOTHER SIDE ROAD RIGHT.  TURN RIGHT
 ON0838'AND GO SOUTH ON A GRAVELED ROAD FOR 2.7 MILES TO A CROSSROAD
 ON0838'AND THE AZIMUTH MARK ON THE RIGHT, IN THE NORTHWEST ANGLE.  TURN
 ON0838'LEFT AND GO EAST AND SOUTHEAST ON A GRAVELED ROAD FOR 0.5 MILE
 ON0838'TO THE STATION ON THE LEFT.
 ON0838'
 ON0838'REFERENCE MARK 1 IS 66 FEET SOUTHWEST OF THE WITNESS POST, 34 FEET
 ON0838'SOUTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD AND 6 INCHES
 ON0838'NORTHEAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 ON0838'DISK IS STAMPED SILVER NO 1 1961.
 ON0838'
 ON0838'REFERENCE MARK 2 IS 30 FEET NORTHEAST OF THE CENTERLINE OF THE
 ON0838'GRAVELED ROAD, 26 FEET NORTHWEST OF THE WITNESS POST AND 6
 ON0838'INCHES SOUTHWEST OF THE WIRE FENCE.  THE MONUMENT PROJECTS 2
 ON0838'INCHES AND THE DISK IS STAMPED SILVER NO 2 1961.
 ON0838'
 ON0838'THE AZIMUTH MARK IS 54 FEET NORTH OF THE CENTERLINE OF A
 ON0838'GRAVELED ROAD, 48 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD,
 ON0838'2 FEET NORTHEAST OF A WITNESS POST AND 1 FOOT SOUTHEAST OF A
 ON0838'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SILVER
 ON0838'1961.
 ON0838'
 ON0838'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1207 ***********************************************************************
 OO1207  DESIGNATION -  SILVER
 OO1207  PID         -  OO1207
 OO1207  STATE/COUNTY-  IA/HANCOCK
 OO1207  USGS QUAD   -  HAYFIELD (1972)
 OO1207
 OO1207                         *CURRENT SURVEY CONTROL
 OO1207  ___________________________________________________________________
 OO1207* NAD 83(1996)-  43 14 55.88565(N)    093 41 42.53562(W)     ADJUSTED  
 OO1207* NAVD 88     -       385.8    (meters)    1266.     (feet)  VERTCON   
 OO1207  ___________________________________________________________________
 OO1207  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 OO1207  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 OO1207
 OO1207  HORZ ORDER  -  FIRST
 OO1207
 OO1207.The horizontal coordinates were established by classical geodetic methods
 OO1207.and adjusted by the National Geodetic Survey in May 1999..
 OO1207
 OO1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1207
 OO1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1207
 OO1207.The geoid height was determined by GEOID03.
 OO1207
 OO1207;                    North         East     Units Scale Factor Converg.
 OO1207;SPC IA N     - 1,194,281.731 1,484,151.814   MT  0.99999679   -0 07 56.1
 OO1207;UTM  15      - 4,788,685.119   443,568.684   MT  0.99963917   -0 28 34.7
 OO1207
 OO1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1207!SPC IA N     -   0.99994410  x   0.99999679  =   0.99994089
 OO1207!UTM  15      -   0.99994410  x   0.99963917  =   0.99958329
 OO1207
 OO1207|---------------------------------------------------------------------|
 OO1207| PID    Reference Object                     Distance      Geod. Az  |
 OO1207|                                                           dddmmss.s |
 OO1207| CI7165 SILVER RM 1                          19.424 METERS 05509     |
 OO1207| OO1197 FOREST CITY MUN TANK                APPROX. 4.4 KM 0701104.8 |
 OO1207| OO1198 FOREST CITY WINNEBAGO CO TANK       APPROX. 3.8 KM 0824035.7 |
 OO1207| CI7166 SILVER RM 2                          19.890 METERS 21343     |
 OO1207| OO1208 CRYSTAL LAKE MUN TANK               APPROX. 8.6 KM 2472237.7 |
 OO1207|---------------------------------------------------------------------|
 OO1207
 OO1207                          SUPERSEDED SURVEY CONTROL
 OO1207
 OO1207  NAD 83(1996)-  43 14 55.88566(N)    093 41 42.53562(W) AD(       ) 1
 OO1207  NAD 83(1986)-  43 14 55.87779(N)    093 41 42.52931(W) AD(       ) 1
 OO1207  NAD 27      -  43 14 56.03476(N)    093 41 41.74951(W) AD(       ) 1
 OO1207  NGVD 29 (07/19/86)  385.8    (m)         1266.     (f) VERT ANG       
 OO1207
 OO1207.Superseded values are not recommended for survey control.
 OO1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1207.See file dsdata.txt to determine how the superseded data were derived.
 OO1207
 OO1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH4356988685(NAD 83)
 OO1207_MARKER: DS = TRIANGULATION STATION DISK
 OO1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1207_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1207
 OO1207  HISTORY     - Date     Condition        Report By
 OO1207  HISTORY     - 1971     MONUMENTED       NGS
 OO1207
 OO1207                          STATION DESCRIPTION
 OO1207
 OO1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1207'THE STATION IS ABOUT 5 MILES EAST-NORTHEAST OF CRYSTAL LAKE,
 OO1207'3 MILES WEST-SOUTHWEST OF FOREST CITY, 1/2 MILE SOUTH OF THE
 OO1207'HANCOCK-WINNEBAGO COUNTY LINE, IN THE NORTHWEST CORNER OF
 OO1207'A TRIANGULAR SHAPED GRASSY MEDIAN AND ON ROAD RIGHT-OF-WAY.
 OO1207'IT IS NEAR THE WEST CENTER OF SECTION 3, T. 97 N., R 24 W.
 OO1207'
 OO1207'TO REACH THE STATION FROM THE POST OFFICE IN CRYSTAL LAKE,
 OO1207'GO NORTH ON A PAVED ROAD PASSING TO THE RIGHT OF THE LAKE
 OO1207'FOR 0.55 MILE TO A FORK.  BEAR LEFT AND CONTINUE NORTH ON THE
 OO1207'PAVED ROAD FOR 1.0 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST ON
 OO1207'COUNTY ROAD B 14 FOR 4.3 MILES TO A FORK.  BEAR LEFT AND CONTINUE
 OO1207'NORTH ON COUNTY ROAD B 14 FOR 0.45 MILE TO A FORK.  BEAR
 OO1207'LEFT, GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO A T-ROAD
 OO1207'AND THE STATION IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 OO1207'
 OO1207'STATION MARKS ARE STANDARD DISKS STAMPED SILVER 1971.  THE
 OO1207'SURFACE DISK IS SET IN THE TOP OF A 16-INCH CYLINDRICAL
 OO1207'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 226
 OO1207'FEET NORTHWEST OF THE CENTER OF COUNTY ROAD B 14, 65 FEET
 OO1207'EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 53 FEET
 OO1207'SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD AND 21 FEET
 OO1207'SOUTH-SOUTHWEST OF A TELEPHONE POLE WITH A TRIANGULAR BLAZE.
 OO1207'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OO1207'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 OO1207'
 OO1207'REFERENCE MARK 1, A STANDARD DISK STAMPED SILVER NO 1 1971,
 OO1207'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1207'FLUSH WITH THE GROUND SURFACE.  IT IS 118 FEET EAST OF THE
 OO1207'NORTH-SOUTH GRAVELED ROAD, 42.5 FEET NORTHEAST OF THE TELEPHONE
 OO1207'POLE, 22 FEET NORTH OF THE OVERHEAD TELEPHONE LINES AND 18
 OO1207'FEET SOUTH OF THE EAST-WEST GRAVELED ROAD.
 OO1207'
 OO1207'REFERENCE MARK 2, A STANDARD DISK STAMPED SILVER NO 2 1971,
 OO1207'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1207'FLUSH WITH THE GROUND SURFACE.  IT IS 105 FEET SOUTH OF THE
 OO1207'CENTER OF THE EAST-WEST GRAVELED ROAD AND 28 FEET EAST OF THE
 OO1207'CENTER OF THE NORTH-SOUTH GRAVELED ROAD.
 OO1207'
 OO1207'NOTE--NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OO1207'
 OO1207'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0682 ***********************************************************************
 NL0682  DESIGNATION -  SILVER 2
 NL0682  PID         -  NL0682
 NL0682  STATE/COUNTY-  IA/CHEROKEE
 NL0682  USGS QUAD   -  QUIMBY SE (1969)
 NL0682
 NL0682                         *CURRENT SURVEY CONTROL
 NL0682  ___________________________________________________________________
 NL0682* NAD 83(1996)-  42 34 36.04986(N)    095 32 41.05612(W)     ADJUSTED  
 NL0682* NAVD 88     -       431.     (meters)    1414.     (feet)  SCALED    
 NL0682  ___________________________________________________________________
 NL0682  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 NL0682  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 NL0682
 NL0682  HORZ ORDER  -  THIRD
 NL0682
 NL0682.The horizontal coordinates were established by classical geodetic methods
 NL0682.and adjusted by the National Geodetic Survey in May 1999..
 NL0682.No horizontal observational check was made to the station.
 NL0682
 NL0682.The orthometric height was scaled from a topographic map.
 NL0682
 NL0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0682
 NL0682.The geoid height was determined by GEOID03.
 NL0682
 NL0682;                    North         East     Units Scale Factor Converg.
 NL0682;SPC IA N     - 1,121,623.534 1,332,155.418   MT  0.99994662   -1 23 08.9
 NL0682;UTM  15      - 4,716,946.506   291,158.490   MT  1.00013663   -1 43 20.4
 NL0682
 NL0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0682!SPC IA N     -   0.99993675  x   0.99994662  =   0.99988337
 NL0682!UTM  15      -   0.99993675  x   1.00013663  =   1.00007337
 NL0682
 NL0682|---------------------------------------------------------------------|
 NL0682| PID    Reference Object                     Distance      Geod. Az  |
 NL0682|                                                           dddmmss.s |
 NL0682| CO4542 SILVER 2 RM 4                        30.922 METERS 13146     |
 NL0682| NL0641 HOLSTEIN MUNICIPAL TANK             APPROX. 9.8 KM 1793108.9 |
 NL0682| CO4541 SILVER RM 3                          21.393 METERS 18115     |
 NL0682| CO4537 SILVER AZ MK                                       1833032.5 |
 NL0682| CO4538 SILVER 2 AZ MK                                     1835928.8 |
 NL0682| NL0681 SILVER                               29.565 METERS 21440     |
 NL0682| CO4543 SILVER 2 RM 5                        24.208 METERS 33505     |
 NL0682|---------------------------------------------------------------------|
 NL0682
 NL0682                          SUPERSEDED SURVEY CONTROL
 NL0682
 NL0682  NAD 83(1996)-  42 34 36.05004(N)    095 32 41.05611(W) AD(       ) 3
 NL0682  NAD 83(1996)-  42 34 36.04929(N)    095 32 41.05506(W) AD(       ) 3
 NL0682  NAD 83(1986)-  42 34 36.04939(N)    095 32 41.05442(W) AD(       ) 3
 NL0682  NAD 27      -  42 34 36.10106(N)    095 32 40.02064(W) AD(       ) 3
 NL0682
 NL0682.Superseded values are not recommended for survey control.
 NL0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0682.See file dsdata.txt to determine how the superseded data were derived.
 NL0682
 NL0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH9115816947(NAD 83)
 NL0682_MARKER: DS = TRIANGULATION STATION DISK
 NL0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0682+STABILITY: SURFACE MOTION
 NL0682
 NL0682  HISTORY     - Date     Condition        Report By
 NL0682  HISTORY     - 1972     MONUMENTED       NGS
 NL0682
 NL0682                          STATION DESCRIPTION
 NL0682
 NL0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NL0682'THE STATION IS LOCATED ABOUT 9 MILES EAST OF WASHTA AND
 NL0682'6 MILES NORTH OF HOLSTEIN, IN THE NORTHEAST ANGLE OF AN
 NL0682'INTERSECTION OF U.S. HIGHWAY 59 AND A COUNTY ROAD AND ON THE
 NL0682'HIGHWAY RIGHT-OF-WAY.
 NL0682'
 NL0682'TO REACH THE STATION FROM THE POST OFFICE IN HOLSTEIN, GO NORTH
 NL0682'ON HIGHWAY 59 FOR 5.4 MILES TO THE AZIMUTH MARK ON THE LEFT.
 NL0682'CONTINUE NORTH ON HIGHWAY 59 FOR 0.6 MILE TO A CROSSROAD AND
 NL0682'THE STATION AS DESCRIBED.
 NL0682'
 NL0682'THE STATION MARKS ARE STANDARD DISKS STAMPED SILVER 2 1972.
 NL0682'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NL0682'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 NL0682'IT IS 130 FEET NORTH OF THE CENTER OF THE COUNTY ROAD, 111
 NL0682'FEET EAST OF THE CENTER OF HIGHWAY 59, 109.5 FEET NORTHWEST OF A
 NL0682'POWER POLE AND 1.5 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 NL0682'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 NL0682'INCHES BELOW THE GROUND SURFACE.
 NL0682'
 NL0682'REFERENCE MARK 4 IS A STANDARD DISK STAMPED SILVER NO 4 1950
 NL0682'1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NL0682'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 62
 NL0682'FEET NORTH OF THE CENTER OF THE COUNTY ROAD, 9 FEET
 NL0682'NORTH-NORTHWEST OF A POWER POLE AND 2 FEET WEST OF A METAL
 NL0682'WITNESS POST.
 NL0682'
 NL0682'REFERENCE MARK 5 IS A STANDARD DISK STAMPED SILVER NO 5 1950
 NL0682'1972, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 NL0682'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 78 FEET EAST
 NL0682'OF THE CENTER OF HIGHWAY 59 AND 1.5 FEET SOUTH OF A METAL
 NL0682'WITNESS POST.
 NL0682'
 NL0682'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SILVER 1950 1972,
 NL0682'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NL0682'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 81.5 FEET WEST
 NL0682'OF THE CENTER OF HIGHWAY 59, 3 FEET NORTH-NORTHEAST OF A
 NL0682'POWER POLE AND 2 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 NL0682'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0638 ***********************************************************************
 NL0638  DESIGNATION -  SILVER CREEK ME CHURCH STEEPLE
 NL0638  PID         -  NL0638
 NL0638  STATE/COUNTY-  IA/IDA
 NL0638  USGS QUAD   -  IDA GROVE NW (1967)
 NL0638
 NL0638                         *CURRENT SURVEY CONTROL
 NL0638  ___________________________________________________________________
 NL0638* NAD 83(1996)-  42 25 42.31023(N)    095 22 51.97631(W)     ADJUSTED  
 NL0638* NAVD 88     -                                                        
 NL0638  ___________________________________________________________________
 NL0638  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 NL0638  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 NL0638
 NL0638  HORZ ORDER  -  THIRD
 NL0638
 NL0638.The horizontal coordinates were established by classical geodetic methods
 NL0638.and adjusted by the National Geodetic Survey in May 1999..
 NL0638
 NL0638
 NL0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0638
 NL0638.The geoid height was determined by GEOID03.
 NL0638
 NL0638;                    North         East     Units Scale Factor Converg.
 NL0638;SPC IA N     - 1,104,847.270 1,345,218.709   MT  0.99995404   -1 16 29.7
 NL0638;UTM  15      - 4,700,091.723   304,125.695   MT  1.00007207   -1 36 25.1
 NL0638
 NL0638                          SUPERSEDED SURVEY CONTROL
 NL0638
 NL0638  NAD 83(1996)-  42 25 42.30985(N)    095 22 51.97615(W) AD(       ) 4
 NL0638  NAD 83(1986)-  42 25 42.30924(N)    095 22 51.97595(W) AD(       ) 4
 NL0638  NAD 27      -  42 25 42.36300(N)    095 22 50.98200(W) AD(       ) 3
 NL0638
 NL0638.Superseded values are not recommended for survey control.
 NL0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0638.See file dsdata.txt to determine how the superseded data were derived.
 NL0638
 NL0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH0412600092(NAD 83)
 NL0638
 NL0638  HISTORY     - Date     Condition        Report By
 NL0638  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0638
 NL0638                          STATION DESCRIPTION
 NL0638
 NL0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0638'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF ARTHUR AND 5
 NL0638'MILES SOUTH OF GALVA.  IT IS ABOUT 45 FEET HIGH, PAINTED WHITE
 NL0638'AND HAS A BALL ON TOP OF THE STEEPLE.  THE POINT INTERSECTED
 NL0638'WAS THE BALL ON TOP.
 NL0638'
 NL0638'TO REACH THE STATION FROM ARTHUR, FROM WHERE MAIN STREET
 NL0638'INTERSECTS WITH STATE HIGHWAY 175, GO EAST FOR 0.25 MILE ON
 NL0638'STATE HIGHWAY 175 TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT ON
 NL0638'THE GRAVEL ROAD AND GO 6.8 MILES TO A CROSSROAD, TURN LEFT
 NL0638'AND GO WEST FOR 2.0 MILES TO A CROSSROAD AND THE STATION AT
 NL0638'THE SOUTHEAST CORNER OF THE CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1644 ***********************************************************************
 NM1644  DESIGNATION -  SIOUX
 NM1644  PID         -  NM1644
 NM1644  STATE/COUNTY-  IA/WOODBURY
 NM1644  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM1644
 NM1644                         *CURRENT SURVEY CONTROL
 NM1644  ___________________________________________________________________
 NM1644* NAD 83(1996)-  42 30 42.08927(N)    096 26 15.97902(W)     ADJUSTED  
 NM1644* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 NM1644  ___________________________________________________________________
 NM1644  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 NM1644  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 NM1644
 NM1644  HORZ ORDER  -  FIRST
 NM1644
 NM1644.The horizontal coordinates were established by classical geodetic methods
 NM1644.and adjusted by the National Geodetic Survey in May 1999..
 NM1644
 NM1644.The orthometric height was scaled from a topographic map.
 NM1644
 NM1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1644
 NM1644.The geoid height was determined by GEOID03.
 NM1644
 NM1644;                    North         East     Units Scale Factor Converg.
 NM1644;SPC IA N     - 1,116,569.149 1,258,623.929   MT  0.99994906   -1 59 27.8
 NM1644;SPC SD S     -    27,322.117   920,063.587   MT  1.00009163   +2 41 14.5
 NM1644;SPC SD S     -    89,639.31  3,018,575.29   sFT  1.00009163   +2 41 14.5
 NM1644;SPC NE       -   303,410.488   792,619.482   MT  0.99981288   +2 21 38.4
 NM1644;UTM  14      - 4,709,772.842   710,495.349   MT  1.00014518   +1 43 55.3
 NM1644
 NM1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1644!SPC IA N     -   0.99994148  x   0.99994906  =   0.99989055
 NM1644!SPC SD S     -   0.99994148  x   1.00009163  =   1.00003311
 NM1644!SPC NE       -   0.99994148  x   0.99981288  =   0.99975438
 NM1644!UTM  14      -   0.99994148  x   1.00014518  =   1.00008666
 NM1644
 NM1644|---------------------------------------------------------------------|
 NM1644| PID    Reference Object                     Distance      Geod. Az  |
 NM1644|                                                           dddmmss.s |
 NM1644| CO4549 SIOUX RM 1                           22.131 METERS 00638     |
 NM1644| NM1640 SIOUX CITY BRIAR CLIFF COL STK      APPROX. 1.9 KM 0290622.2 |
 NM1644| NM1639 SIOUX CITY ST ANTHONY ORPH STK      APPROX. 0.8 KM 0600154.6 |
 NM1644| NM1641 SIOUX CITY CEN HS TOP OF CUP        APPROX. 3.0 KM 1075809.7 |
 NM1644| NM1689 SIOUX CITY SWIFT PACKING CO TK      APPROX. 5.2 KM 1202158.9 |
 NM1644| NM1684 SIOUX CITY KTRI RADIO MAST          APPROX. 3.3 KM 1212039.7 |
 NM1644| NM1672 SIOUX CITY MORNINGSIDE HS STK       APPROX. 7.8 KM 1213945.5 |
 NM1644| NM1690 SIOUX CITY CUDAHY PACK CO STK       APPROX. 5.5 KM 1225512.2 |
 NM1644| NM1642 SIOUX CITY MAIN ST PUMP C STK       APPROX. 2.3 KM 1225719.8 |
 NM1644| NM1688 SIOUX CITY G E CO GAS PLT STK       APPROX. 4.2 KM 1241141.4 |
 NM1644| NM1691 SIOUX CITY ARMOUR PACK CO STK       APPROX. 5.7 KM 1261841.5 |
 NM1644| NM1636 SIOUX CITY ST BONIFACE CATH CH      APPROX. 2.0 KM 1270549.8 |
 NM1644| NM1698 SIOUX CITY G E CO ELEC PLT STK      APPROX. 3.2 KM 1320138.0 |
 NM1644| NM1681 SIOUX CITY KSCJ FM RAD MAST         APPROX. 2.7 KM 1364914.0 |
 NM1644| CO4548 SIOUX AZ MK                                        1772832.6 |
 NM1644| NM1645 SIOUX CITY RIVERSIDE GAS STK        APPROX. 3.2 KM 2675522.1 |
 NM1644| CO4550 SIOUX RM 2                           40.522 METERS 29729     |
 NM1644|---------------------------------------------------------------------|
 NM1644
 NM1644                          SUPERSEDED SURVEY CONTROL
 NM1644
 NM1644  NAD 83(1996)-  42 30 42.08928(N)    096 26 15.97903(W) AD(       ) 1
 NM1644  NAD 83(1996)-  42 30 42.08923(N)    096 26 15.97889(W) AD(       ) 1
 NM1644  NAD 83(1996)-  42 30 42.08914(N)    096 26 15.97988(W) AD(       ) 1
 NM1644  NAD 83(1986)-  42 30 42.09247(N)    096 26 15.97973(W) AD(       ) 1
 NM1644  NAD 27      -  42 30 42.11300(N)    096 26 14.86700(W) AD(       ) 1
 NM1644
 NM1644.Superseded values are not recommended for survey control.
 NM1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1644.See file dsdata.txt to determine how the superseded data were derived.
 NM1644
 NM1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1049509773(NAD 83)
 NM1644_MARKER: DS = TRIANGULATION STATION DISK
 NM1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1644_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1644
 NM1644  HISTORY     - Date     Condition        Report By
 NM1644  HISTORY     - 1934     MONUMENTED       CGS
 NM1644  HISTORY     - 1948     GOOD             CGS
 NM1644
 NM1644                          STATION DESCRIPTION
 NM1644
 NM1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM1644'ON SOUTH SIDE OF SOUTHEAST QUARTER OF SEC. 19, T. 89 N., R.
 NM1644'47 W., ON A HIGH, GRASSY HILL IN THE NORTHWEST PART OF SIOUX
 NM1644'CITY, ABOUT 0.15 MILE NORTH OF WEST NINETEENTH STREET, ABOUT
 NM1644'0.25 MILE SOUTH OF OLD MILITARY ROAD, AND ABOUT 0.2 MILE NORTHWEST
 NM1644'OF INTERSECTION OF WEST NINETEENTH AND TURNER STREETS.  SURFACE
 NM1644'AND UNDERGROUND MARKS ARE SET AS DESCRIBED.
 NM1644'
 NM1644'TO REACH FROM SIOUX CITY POST OFFICE (CORNER OF SIXTH AND DOUGLAS
 NM1644'STREETS), GO NORTH ON DOUGLAS STREET 0.85 MILE TO EIGHTEENTH
 NM1644'STREET THENCE WEST (LEFT) ON EIGHTEENTH STREET 0.25 MILE,
 NM1644'TAKE LEFT FORK ON EIGHTEENTH STREET AND FOLLOW DOWNHILL TO
 NM1644'NINETEENTH STREET, THENCE WEST ON NINETEENTH STREET 1.25 MILES
 NM1644'TO INTERSECTION WITH TURNER STREET, CONTINUE ON NINETEENTH
 NM1644'STREET 0.1 MILE TO EAST END OF DEEP CUT, THENCE RIGHT (NORTH)
 NM1644'0.05 MILE, TAKE LEFT FORK ON DIM TRAIL TO TOP OF HILL AND
 NM1644'STATION.
 NM1644'
 NM1644'REFERENCE MARK NO. 1 IS 72.62 FEET (22.131 METERS)
 NM1644'NORTHEAST OF STATION, 1 FOOT SOUTH OF EAST-WEST FENCE AND 3
 NM1644'FEET WEST OF FENCE CORNER ON NORTHEAST SLOPE OF HILL.
 NM1644'
 NM1644'REFERENCE MARK NO. 2 IS 132.97 FEET (40.522 METERS)
 NM1644'NORTHWEST OF STATION, 1 FOOT SOUTH OF EAST-WEST FENCE ON RIDGE
 NM1644'OF HILL.
 NM1644'
 NM1644'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF STATION,
 NM1644'ON NORTH SIDE OF LACY BOULEVARD, 21 FEET NORTH OF CENTERLINE
 NM1644'OF STREET AND ON EDGE OF HILL.  TO REACH FROM INTERSECTION
 NM1644'OF WEST NINETEENTH AND TURNER STREETS, GO SOUTH ON TURNER
 NM1644'STREET 0.25 MILE TO LACY BOULEVARD, TURN RIGHT ON LACY BOULEVARD
 NM1644'AND GO 0.05 MILE TO END OF PAVEMENT, CONTINUE WEST ON DIRT
 NM1644'STREET 0.05 MILE TO MARK ON NORTH SIDE.
 NM1644'
 NM1644'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 NM1644
 NM1644                          STATION RECOVERY (1948)
 NM1644
 NM1644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1644'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1644'TO BE IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE
 NM1644'MARKS AND THE DIRECTION TO THE AZIMUTH MARK AND REFERENCE
 NM1644'MARK NO. 2 DID NOT CHECK ALTHOUGH TWO DIFFERENT INSTRUMENTS
 NM1644'WERE USED.  A COMPLETE NEW DESCRIPTION FOLLOWS.  STATION IS
 NM1644'LOCATED ON A HIGH GRASSY HILL IN THE NORTHWEST PART OF SIOUX
 NM1644'CITY, ABOUT 0.25 MILE SOUTH OF OLD MILITARY ROAD, 0.2 MILE
 NM1644'NORTHWEST OF INTERSECTION OF WEST NINETEENTH AND TURNER
 NM1644'STREETS.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 NM1644'STAMPED SIOUX 1934.
 NM1644'
 NM1644'REFERENCE MARK NO. 1 IS 73.35 FEET (SLOPE MEASUREMENT) NORTHEAST
 NM1644'OF STATION AND 3 FEET SOUTHEAST OF FENCECORNER.  THE MARK
 NM1644'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED SIOUX NO 1
 NM1644'1934.
 NM1644'
 NM1644'REFERENCE MARK NO. 2 IS 133.05 FEET (SLOPE MEASUREMENT) NORTHWEST
 NM1644'OF STATION, AND 2 FEET SOUTH OF FENCELINE.  THE MARK PROJECTS
 NM1644'ABOUT 6 INCHES AND THE DISK IS STAMPED SIOUX NO 2 1948.
 NM1644'
 NM1644'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTH OF STATION, 16
 NM1644'FEET NORTH OF APPROXIMATE CENTERLINE OF LACY BOULEVARD, 8 FEET
 NM1644'WEST OF POWER POLE AND 1 FOOT NORTH OF WITNESS POST.  THE MARK
 NM1644'PROJECTS ABOUT 6 INCHES AND THE DISK A STANDARD REFERENCE
 NM1644'MARK IS STAMPED AZI SIOUX 1934.
 NM1644'
 NM1644'TO REACH STATION FROM THE POST OFFICE IN SIOUX CITY (CORNER OF
 NM1644'SIXTH AND DOUGLAS) GO NORTH ON DOUGLAS STREET 0.85 MILE TO
 NM1644'EIGHTEENTH STREET.  TURN LEFT AND GO WEST ON EIGHTEENTH STREET
 NM1644'FOR 0.25 MILE.  TAKE LEFT FORK ON EIGHTEENTH STREET AND FOLLOW
 NM1644'DOWN HILL TO NINETEENTH STREET.  CONTINUE ON NINETEENTH STREET
 NM1644'FOR 0.1 MILE TO EAST END OF DEEP CUT.  TURN RIGHT ON TRACK
 NM1644'ROAD AND GO NORTH 0.05 MILE TO FORK.  TAKE RIGHT FORK ON TRACK
 NM1644'ROAD TO TOP OF HILL AND STATION SITE.
 NM1644'
 NM1644'TO REACH AZIMUTH FROM INTERSECTION OF WEST NINETEENTH STREET
 NM1644'AND TURNER STREET GO SOUTH ON TURNER STREET 0.25 MILE TO LACY
 NM1644'BOULEVARD.  TURN RIGHT AND GO WEST ON LACY BOULEVARD FOR 0.1
 NM1644'MILE TO AZIMUTH MARK ON RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.
 NM1644'
 NM1644'A 74 FOOT SIGNAL AT STATION FELTON 1934 IS VISIBLE FROM THE
 NM1644'GROUND.
 NM1644'
 NM1644'A 4 FOOT SIGNAL AT STATION SERG 1934 IS VISIBLE FROM THE GROUND.
 NM1644'
 NM1644'A 100 FOOT SIGNAL AT STATION CRYSTAL IS VISIBLE AT 37 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0609 ***********************************************************************
 OQ0609  DESIGNATION -  SIOUX CENTER FIRST REFORMED CH
 OQ0609  PID         -  OQ0609
 OQ0609  STATE/COUNTY-  IA/SIOUX
 OQ0609  USGS QUAD   -  SIOUX CENTER (1980)
 OQ0609
 OQ0609                         *CURRENT SURVEY CONTROL
 OQ0609  ___________________________________________________________________
 OQ0609* NAD 83(1996)-  43 04 27.87122(N)    096 10 32.73962(W)     ADJUSTED  
 OQ0609* NAVD 88     -                                                        
 OQ0609  ___________________________________________________________________
 OQ0609  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 OQ0609  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OQ0609
 OQ0609  HORZ ORDER  -  THIRD
 OQ0609
 OQ0609.The horizontal coordinates were established by classical geodetic methods
 OQ0609.and adjusted by the National Geodetic Survey in May 1999..
 OQ0609
 OQ0609
 OQ0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0609
 OQ0609.The geoid height was determined by GEOID03.
 OQ0609
 OQ0609;                    North         East     Units Scale Factor Converg.
 OQ0609;SPC IA N     - 1,178,331.605 1,282,122.127   MT  0.99997053   -1 48 48.5
 OQ0609;UTM  14      - 4,772,949.581   729,927.491   MT  1.00025040   +1 55 46.7
 OQ0609
 OQ0609                          SUPERSEDED SURVEY CONTROL
 OQ0609
 OQ0609  NAD 83(1996)-  43 04 27.87122(N)    096 10 32.73962(W) AD(       ) 4
 OQ0609  NAD 83(1996)-  43 04 27.87120(N)    096 10 32.73642(W) AD(       ) 4
 OQ0609  NAD 83(1996)-  43 04 27.87057(N)    096 10 32.73480(W) AD(       ) 4
 OQ0609  NAD 83(1986)-  43 04 27.87276(N)    096 10 32.73009(W) AD(       ) 4
 OQ0609  NAD 27      -  43 04 27.93100(N)    096 10 31.65900(W) AD(       ) 3
 OQ0609
 OQ0609.Superseded values are not recommended for survey control.
 OQ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0609.See file dsdata.txt to determine how the superseded data were derived.
 OQ0609
 OQ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN2992772950(NAD 83)
 OQ0609_MARKER: 90 = CHURCH SPIRE
 OQ0609
 OQ0609  HISTORY     - Date     Condition        Report By
 OQ0609  HISTORY     - 1934     FIRST OBSERVED   CGS
 OQ0609  HISTORY     - 1949     GOOD             CGS
 OQ0609
 OQ0609                          STATION DESCRIPTION
 OQ0609
 OQ0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0609'THE STATION IS LOCATED IN SIOUX CENTER.  IT IS A BRICK STRUCTURE
 OQ0609'ABOUT 80 FEET LONG, 60 FEET WIDE AND THE SPIRE IS 50 FEET HIGH.
 OQ0609'
 OQ0609'THE POINT INTERSECTED WAS THE TIP OF SPIRE.
 OQ0609'
 OQ0609'TO REACH FROM THE POST OFFICE, GO SOUTH ON HIGHWAY 75 FOR 0.4 MILE
 OQ0609'TO THE STATION ON THE RIGHT.
 OQ0609'
 OQ0609'PROBABLY THE SAME STATION AS SIOUX CENTER, FIRST REFORMED CHURCH,
 OQ0609'SPIRE, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0607 ***********************************************************************
 OQ0607  DESIGNATION -  SIOUX CENTER MUNICIPAL TANK
 OQ0607  PID         -  OQ0607
 OQ0607  STATE/COUNTY-  IA/SIOUX
 OQ0607  USGS QUAD   -  SIOUX CENTER (1980)
 OQ0607
 OQ0607                         *CURRENT SURVEY CONTROL
 OQ0607  ___________________________________________________________________
 OQ0607* NAD 83(1996)-  43 04 49.31713(N)    096 10 34.30542(W)     ADJUSTED  
 OQ0607* NAVD 88     -                                                        
 OQ0607  ___________________________________________________________________
 OQ0607  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 OQ0607  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OQ0607
 OQ0607  HORZ ORDER  -  THIRD
 OQ0607
 OQ0607.The horizontal coordinates were established by classical geodetic methods
 OQ0607.and adjusted by the National Geodetic Survey in May 1999..
 OQ0607
 OQ0607
 OQ0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0607
 OQ0607.The geoid height was determined by GEOID03.
 OQ0607
 OQ0607;                    North         East     Units Scale Factor Converg.
 OQ0607;SPC IA N     - 1,178,994.186 1,282,107.669   MT  0.99997128   -1 48 49.6
 OQ0607;UTM  14      - 4,773,609.989   729,869.791   MT  1.00025008   +1 55 46.4
 OQ0607
 OQ0607                          SUPERSEDED SURVEY CONTROL
 OQ0607
 OQ0607  NAD 83(1996)-  43 04 49.31713(N)    096 10 34.30542(W) AD(       ) 4
 OQ0607  NAD 83(1996)-  43 04 49.31781(N)    096 10 34.30216(W) AD(       ) 4
 OQ0607  NAD 83(1996)-  43 04 49.31644(N)    096 10 34.30055(W) AD(       ) 4
 OQ0607  NAD 83(1986)-  43 04 49.31865(N)    096 10 34.29583(W) AD(       ) 4
 OQ0607  NAD 27      -  43 04 49.36900(N)    096 10 33.22600(W) AD(       ) 3
 OQ0607
 OQ0607.Superseded values are not recommended for survey control.
 OQ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0607.See file dsdata.txt to determine how the superseded data were derived.
 OQ0607
 OQ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN2987073610(NAD 83)
 OQ0607_MARKER: 53 = ELEVATED TANK
 OQ0607
 OQ0607  HISTORY     - Date     Condition        Report By
 OQ0607  HISTORY     - 1934     FIRST OBSERVED   CGS
 OQ0607  HISTORY     - 1949     GOOD             CGS
 OQ0607
 OQ0607                          STATION DESCRIPTION
 OQ0607
 OQ0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0607'THE STATION IS LOCATED IN THE TOWN OF SIOUX CENTER, APPROXIMATELY
 OQ0607'0.05 MILE NORTHWEST OF THE POST OFFICE NEAR THE CENTER OF BLOCK.
 OQ0607'IT IS A FOUR LEGGED STEEL STRUCTURE APPROXIMATELY 125 FEET HIGH
 OQ0607'AND PAINTED SILVER.
 OQ0607'
 OQ0607'THE POINT INTERSECTED WAS THE ATOP TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0176 ***********************************************************************
 NM0176  DESIGNATION -  SIOUX CITY
 NM0176  PID         -  NM0176
 NM0176  STATE/COUNTY-  IA/WOODBURY
 NM0176  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0176
 NM0176                         *CURRENT SURVEY CONTROL
 NM0176  ___________________________________________________________________
 NM0176* NAD 83(1986)-  42 29 50.     (N)    096 24 22.     (W)     SCALED    
 NM0176* NAVD 88     -       338.705  (meters)    1111.23   (feet)  ADJUSTED  
 NM0176  ___________________________________________________________________
 NM0176  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 NM0176  DYNAMIC HT  -         338.598 (meters)    1110.88  (feet)  COMP
 NM0176  MODELED GRAV-     980,296.9   (mgal)                       NAVD 88
 NM0176
 NM0176  VERT ORDER  -  FIRST     CLASS II
 NM0176
 NM0176.The horizontal coordinates were scaled from a topographic map and have
 NM0176.an estimated accuracy of +/- 6 seconds.
 NM0176
 NM0176.The orthometric height was determined by differential leveling
 NM0176.and adjusted by the National Geodetic Survey in June 1991..
 NM0176
 NM0176.The geoid height was determined by GEOID03.
 NM0176
 NM0176.The dynamic height is computed by dividing the NAVD 88
 NM0176.geopotential number by the normal gravity value computed on the
 NM0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0176.degrees latitude (g = 980.6199 gals.).
 NM0176
 NM0176.The modeled gravity was interpolated from observed gravity values.
 NM0176
 NM0176;                    North         East    Units  Estimated Accuracy
 NM0176;SPC IA N     - 1,114,870.    1,261,170.      MT  (+/- 180 meters Scaled)
 NM0176
 NM0176                          SUPERSEDED SURVEY CONTROL
 NM0176
 NM0176  NGVD 29 (??/??/92)  338.541  (m)         1110.70   (f) ADJ UNCH    1 2
 NM0176
 NM0176.Superseded values are not recommended for survey control.
 NM0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0176.See file dsdata.txt to determine how the superseded data were derived.
 NM0176
 NM0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN131082(NAD 83)
 NM0176_MARKER: DB = BENCH MARK DISK
 NM0176_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NM0176_SP_SET: FOUNDATION
 NM0176_STAMPING: 1110.697 SIOUX CITY 1933
 NM0176_MARK LOGO: CGS   
 NM0176_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM0176+STABILITY: POSITION/ELEVATION WELL
 NM0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0176+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 NM0176
 NM0176  HISTORY     - Date     Condition        Report By
 NM0176  HISTORY     - 1933     MONUMENTED       CGS
 NM0176  HISTORY     - 1948     GOOD             NGS
 NM0176  HISTORY     - 1966     GOOD             NGS
 NM0176  HISTORY     - 1983     GOOD             NGS
 NM0176  HISTORY     - 19890822 GOOD             NGS
 NM0176  HISTORY     - 19900420 GOOD             NGS
 NM0176  HISTORY     - 19920801 GOOD             NGS
 NM0176  HISTORY     - 20031008 GOOD             NGS
 NM0176
 NM0176                          STATION DESCRIPTION
 NM0176
 NM0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0176'AT SIOUX CITY.
 NM0176'AT SIOUX CITY, WOODBURY COUNTY, AT THE SOUTHWEST CORNER OF SIXTH
 NM0176'AND DOUGLAS STREETS, 55.4 FEET WEST OF THE WEST CURB OF DOUGLAS
 NM0176'STREET, 24.5 FEET SOUTH OF THE SOUTH CURB OF SIXTH STREET, AT
 NM0176'THE POST OFFICE, IN THE TRIANGULAR EXPOSURE OF THE CONCRETE
 NM0176'FOUNDATION AT THE NORTHEAST CORNER OF THE BUILDING, AND 4 INCHES
 NM0176'UNDER GROUND.  A STANDARD DISK, STAMPED 1110.697 SIOUX CITY 1933.
 NM0176
 NM0176                          STATION RECOVERY (1966)
 NM0176
 NM0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0176'RECOVERED IN GOOD CONDITION.
 NM0176
 NM0176                          STATION RECOVERY (1983)
 NM0176
 NM0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NM0176'RECOVERED IN GOOD CONDITION, THE 1948 DESCRIPTION BEING ADEQUATE.  IT
 NM0176'WAS NOTED THAT THE DISK DOES NOT BEAR THE STAMPING--1110.697--AS
 NM0176'PREVIOUSLY STATED.
 NM0176
 NM0176                          STATION RECOVERY (1989)
 NM0176
 NM0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0176'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. CHANGE--POST
 NM0176'OFFICE, TO FEDERAL BUILDING.
 NM0176
 NM0176                          STATION RECOVERY (1990)
 NM0176
 NM0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NM0176'IN SIOUX CITY, AT 320 6TH STREE, IN THE NORTHEAST CORNER OF THE
 NM0176'FOUNDATION OF THE FEDERAL BUILDING AT 320 6TH STREET, 0.25 M (0.82
 NM0176'FT) NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, AND 0.1 M (0.3
 NM0176'FT) BELOW THE GROUND SURFACE.
 NM0176
 NM0176                          STATION RECOVERY (1992)
 NM0176
 NM0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DW)
 NM0176'STATION IS AT FEDERAL BUILDING (FORMERLY A POST OFFICE, BUILT IN 1932)
 NM0176'IN DOWNTOWN SIOUX CITY, IOWA.  STATION IS 0.12 KM (0.05 MI) = (1
 NM0176'BLOCK) SSW OF WOODBURY COUNTY COURTHOUSE AND 3.1 KM (1.90 MI) ENE OF
 NM0176'TRIPLE JUNCTION OF IOWA, NEBRASKA AND SOUTH DAKOTA.  TO ACCESS FROM
 NM0176'EXIT 148 OF INTERSTATE 29/IA 12 (AT US 77 SOUTHBOUND) , GO NORTH ON
 NM0176'WESLEY WAY FOR 0.4 KM (0.25 MI) .  TURN EAST (RIGHT) ON 5TH STREET. GO
 NM0176'0.29 KM (0.20 MI) AND TURN NORTH, LEFT, ONTO DOUGLAS STREET.  GO 0.10
 NM0176'KM (0.05 MI) = (1 BLOCK) TO 6TH STREET AND FEDERAL BUILDING (AT 620
 NM0176'6TH STREET) AND STATION ON SOUTHWEST CORNER.  STATION IS AT NORTHEAST
 NM0176'CORNER OF BUILDING, ON A TRIANGULAR EXPOSURE OF THE CONCRETE
 NM0176'FOUNDATION OF BUILDING, 7.5 M (24.6 FT) SOUTH OF SOUTH CURB OF 6TH
 NM0176'STREET, 16.9 M (55.4 FT) WEST OF WEST CURB OF DOUGLAS STREET, AND
 NM0176'UNDER ABOUT 0.15 M (0.49 FT) OF PEAT MOSS.
 NM0176
 NM0176                          STATION RECOVERY (2003)
 NM0176
 NM0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 NM0176'STATION IS 0.9 M WEST OF CORNERSTONE.  OTHER GRAVITY BASE STATION
 NM0176'DESIGNATIONS = DOD 0466-3, NN 448.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0177 ***********************************************************************
 NM0177  DESIGNATION -  SIOUX CITY 2
 NM0177  PID         -  NM0177
 NM0177  STATE/COUNTY-  IA/WOODBURY
 NM0177  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0177
 NM0177                         *CURRENT SURVEY CONTROL
 NM0177  ___________________________________________________________________
 NM0177* NAD 83(1986)-  42 29 46.     (N)    096 24 23.     (W)     SCALED    
 NM0177* NAVD 88     -       340.542  (meters)    1117.26   (feet)  ADJUSTED  
 NM0177  ___________________________________________________________________
 NM0177  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 NM0177  DYNAMIC HT  -         340.435 (meters)    1116.91  (feet)  COMP
 NM0177  MODELED GRAV-     980,296.8   (mgal)                       NAVD 88
 NM0177
 NM0177  VERT ORDER  -  FIRST     CLASS II
 NM0177
 NM0177.The horizontal coordinates were scaled from a topographic map and have
 NM0177.an estimated accuracy of +/- 6 seconds.
 NM0177
 NM0177.The orthometric height was determined by differential leveling
 NM0177.and adjusted by the National Geodetic Survey in June 1991..
 NM0177.WARNING-Repeat measurements at this control monument indicate possible
 NM0177.vertical movement.
 NM0177
 NM0177.The geoid height was determined by GEOID03.
 NM0177
 NM0177.The dynamic height is computed by dividing the NAVD 88
 NM0177.geopotential number by the normal gravity value computed on the
 NM0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0177.degrees latitude (g = 980.6199 gals.).
 NM0177
 NM0177.The modeled gravity was interpolated from observed gravity values.
 NM0177
 NM0177;                    North         East    Units  Estimated Accuracy
 NM0177;SPC IA N     - 1,114,750.    1,261,140.      MT  (+/- 180 meters Scaled)
 NM0177
 NM0177                          SUPERSEDED SURVEY CONTROL
 NM0177
 NM0177  NGVD 29 (??/??/92)  340.376  (m)         1116.72   (f) ADJ UNCH    1 2
 NM0177
 NM0177.Superseded values are not recommended for survey control.
 NM0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0177.See file dsdata.txt to determine how the superseded data were derived.
 NM0177
 NM0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN131081(NAD 83)
 NM0177_MARKER: DB = BENCH MARK DISK
 NM0177_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NM0177_SP_SET: FOUNDATION WALL
 NM0177_STAMPING: 1116.684 SIOUX CITY NO.2 1933
 NM0177_MARK LOGO: CGS   
 NM0177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NM0177+STABILITY: POSITION/ELEVATION WELL
 NM0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0177+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 NM0177
 NM0177  HISTORY     - Date     Condition        Report By
 NM0177  HISTORY     - 1933     MONUMENTED       CGS
 NM0177  HISTORY     - 1948     GOOD             NGS
 NM0177  HISTORY     - 1966     GOOD             NGS
 NM0177  HISTORY     - 19890822 GOOD             NGS
 NM0177  HISTORY     - 19900420 GOOD             NGS
 NM0177  HISTORY     - 20031008 GOOD             NGS
 NM0177
 NM0177                          STATION DESCRIPTION
 NM0177
 NM0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0177'AT SIOUX CITY.
 NM0177'AT SIOUX CITY, WOODBURY COUNTY, AT THE SOUTHEAST CORNER OF SEVENTH
 NM0177'AND DOUGLAS STREETS, IN THE WEST GRANITE END WALL OF THE COUNTY
 NM0177'COURTHOUSE, 79.0 FEET SOUTH OF THE SOUTH CURB OF SEVENTH STREET,
 NM0177'10.2 FEET NORTH OF THE CENTER OF THE DOUGLAS STREET ENTRANCE,
 NM0177'AND 4.2 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED
 NM0177'1116.684 SIOUX CY NO. 2 1933 AND SET VERTICALLY.
 NM0177
 NM0177                          STATION RECOVERY (1966)
 NM0177
 NM0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0177'RECOVERED IN GOOD CONDITION.
 NM0177
 NM0177                          STATION RECOVERY (1989)
 NM0177
 NM0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0177'RECOVERED IN GOOD CONDITION.
 NM0177
 NM0177                          STATION RECOVERY (1990)
 NM0177
 NM0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NM0177'RECOVERED IN GOOD CONDITION.
 NM0177
 NM0177                          STATION RECOVERY (2003)
 NM0177
 NM0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 NM0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1699 ***********************************************************************
 NM1699  DESIGNATION -  SIOUX CITY AP STA A
 NM1699  PID         -  NM1699
 NM1699  STATE/COUNTY-  IA/WOODBURY
 NM1699  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1699
 NM1699                         *CURRENT SURVEY CONTROL
 NM1699  ___________________________________________________________________
 NM1699* NAD 83(1996)-  42 24 34.13738(N)    096 23 50.22667(W)     ADJUSTED  
 NM1699* NAVD 88     -       332.77   (+/-2cm)    1091.8    (feet)  VERTCON   
 NM1699  ___________________________________________________________________
 NM1699  X           -    -525,540.112 (meters)                     COMP
 NM1699  Y           -  -4,687,300.584 (meters)                     COMP
 NM1699  Z           -   4,279,503.293 (meters)                     COMP
 NM1699  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 NM1699  ELLIP HEIGHT-         307.15  (meters)          (05/06/99) GPS OBS
 NM1699  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 NM1699
 NM1699  HORZ ORDER  -  SECOND
 NM1699  VERT ORDER  -  THIRD ? (See Below)
 NM1699  ELLP ORDER  -  FOURTH    CLASS I
 NM1699
 NM1699.This mark is at Sioux Gateway Airport (SUX)
 NM1699
 NM1699.The horizontal coordinates were established by GPS observations
 NM1699.and adjusted by the National Geodetic Survey in May 1999..
 NM1699
 NM1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1699.The vertical order pertains to the NGVD 29 superseded value.
 NM1699
 NM1699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1699
 NM1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1699
 NM1699.The ellipsoidal height was determined by GPS observations
 NM1699.and is referenced to NAD 83.
 NM1699
 NM1699.The geoid height was determined by GEOID03.
 NM1699
 NM1699;                    North         East     Units Scale Factor Converg.
 NM1699;SPC IA N     - 1,105,107.971 1,261,560.120   MT  0.99995547   -1 57 49.0
 NM1699;SPC NE       -   292,206.856   796,416.226   MT  0.99978305   +2 23 15.0
 NM1699;UTM  14      - 4,698,524.121   714,169.974   MT  1.00016439   +1 45 21.6
 NM1699
 NM1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1699!SPC IA N     -   0.99995183  x   0.99995547  =   0.99990730
 NM1699!SPC NE       -   0.99995183  x   0.99978305  =   0.99973489
 NM1699!UTM  14      -   0.99995183  x   1.00016439  =   1.00011621
 NM1699
 NM1699:                Primary Azimuth Mark                     Grid Az
 NM1699:SPC IA N     -  SIOUX CITY ARP 2                         119 52 33.6
 NM1699:SPC NE       -  SIOUX CITY ARP 2                         115 31 29.6
 NM1699:UTM  14      -  SIOUX CITY ARP 2                         116 09 23.0
 NM1699
 NM1699|---------------------------------------------------------------------|
 NM1699| PID    Reference Object                     Distance      Geod. Az  |
 NM1699|                                                           dddmmss.s |
 NM1699| NM1700 SIOUX CITY ARP 2                    APPROX. 1.3 KM 1175444.6 |
 NM1699| NM1705 SIOUX CITY MUN APT TEMP PT 1        APPROX. 1.2 KM 1354043.1 |
 NM1699| CO2095 AP STA A OFFSET SUBSTA2              24.780 METERS 22536     |
 NM1699| CO4653 SUB STA 1                                          26121     |
 NM1699| NM1724 DAKOTA CITY MUNICIPAL TANK          APPROX. 1.9 KM 2924455.2 |
 NM1699|---------------------------------------------------------------------|
 NM1699
 NM1699                          SUPERSEDED SURVEY CONTROL
 NM1699
 NM1699  NAD 83(1996)-  42 24 34.13739(N)    096 23 50.22668(W) AD(       ) 2
 NM1699  NAD 83(1996)-  42 24 34.13730(N)    096 23 50.22672(W) AD(       ) 2
 NM1699  NAD 83(1996)-  42 24 34.13739(N)    096 23 50.22800(W) AD(       ) 2
 NM1699  NAD 83(1986)-  42 24 34.14028(N)    096 23 50.22783(W) AD(       ) 2
 NM1699  NAD 83(1986)-  42 24 34.14447(N)    096 23 50.23260(W) AD(       ) 3
 NM1699  NAD 27      -  42 24 34.16384(N)    096 23 49.11820(W) AD(       ) 3
 NM1699  NGVD 29 (07/19/86)  332.61   (m)         1091.2    (f) LEVELING    3  
 NM1699
 NM1699.Superseded values are not recommended for survey control.
 NM1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1699.See file dsdata.txt to determine how the superseded data were derived.
 NM1699
 NM1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1417098524(NAD 83)
 NM1699_MARKER: DT = TOPOGRAPHIC STATION DISK
 NM1699_SETTING: 0 = UNSPECIFIED SETTING
 NM1699_SP_SET: CONCRETE POST
 NM1699_STAMPING: AP 1962 STA A
 NM1699_MARK LOGO: CGS   
 NM1699_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NM1699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1699+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1992
 NM1699
 NM1699  HISTORY     - Date     Condition        Report By
 NM1699  HISTORY     - 1962     MONUMENTED       CGS
 NM1699  HISTORY     - 1962     GOOD             CGS
 NM1699  HISTORY     - 19870615 GOOD             CGS
 NM1699  HISTORY     - 19920807 GOOD             NOS
 NM1699
 NM1699                          STATION DESCRIPTION
 NM1699
 NM1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JVT)
 NM1699'AT THE SIOUX CITY MUNICIPAL AIRPORT, 155.99 FEET NORTHEAST OF THE
 NM1699'PHYSICAL CENTERLINE OF RUNWAY END 13, AND 42.5 FEET EAST OF THE MOST
 NM1699'EASTERLY THRESHOLD LIGHT.  A STANDARD TOPO. DISK STAMPED AP 1962
 NM1699'STA. A.  SET IN A DRILL HOLE IN THE CIRCULAR PORTION OF THE
 NM1699'WARM-UP AREA OF THE TAXIWAY AT RUNWAY END 13.
 NM1699
 NM1699                          STATION RECOVERY (1962)
 NM1699
 NM1699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NM1699'RECOVERED IN GOOD CONDITION.
 NM1699
 NM1699                          STATION RECOVERY (1987)
 NM1699
 NM1699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1987
 NM1699'THE STATION IS LOCATED AT THE SIOUX CITY MUNI AIRPORT, 155.59 FT
 NM1699'(47.42 M) NORTHEAST OF THE PHYSICAL CENTERLINE OF RUNWAY END 13 AND
 NM1699'42.5 FT (13.0 M) EAST OF THE MOST EASTERLY THRESHOLD LIGHT.  A
 NM1699'STANDARD TOPOGRAPHIC DISK STAMPED AP 1962 STA A SET IN A DRILL HOLE IN
 NM1699'THE CIRCULAR PORTION OF THE WARM-UP AREA OF THE TAXIWAY AT RUNWAY END
 NM1699'13.
 NM1699
 NM1699                          STATION RECOVERY (1992)
 NM1699
 NM1699'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 NM1699'THE STATION IS LOCATED AT THE SIOUX GATEWAY AIRPORT, SIOUX CITY, IA.
 NM1699'AT THE NORTH END OF THE FIELD NEAR RUNWAY END 13.
 NM1699'TO REACH THE STATION FROM THE ACCESS GATE ON POWELL AVE (BEHIND THE
 NM1699'AIRPORT MAINTAINCE BLDG).  PASS THROUGH GATE AND GO SW ON POWELL AVE
 NM1699'FOR 0.2 MI (0.32 KM) TO A STOP SIGN AND THE RAMP AREA.  GO NW THEN N
 NM1699'ACROSS RAMP ONTO TAXIWAY C FOR 0.5 MI (0.80 KM) TO TAXIWAY E ON
 NM1699'THE LEFT, TURN LEFT NW ON TAXIWAY E FOR 0.55 MI (0.89 KM) CROSSING
 NM1699'RUNWAY 17-35 TO THE INTERSECTION OF TAXIWAY F.  GO SW ON TAXIWAY
 NM1699'F FOR 0.2 MI (0.32 KM) TO THE JUNCTION OF TAXIWAY A.  TURN RIGHT
 NM1699'AND GO NW ON TAXIWAY A FOR 1.0 MI (1.61 KM) TO THE STATION IN THE
 NM1699'NW CORNER OF THE RUN-UP PAD AND NEAR RUNWAY END 13.
 NM1699'THE STATION IS LOCATED 155.99 FT (47.55 M) NORTHWEST OF  THE
 NM1699'CENTERLINE OF RUNWAY END 13 AND 42.5 FT (12.95 M) EAST OF THE MOST
 NM1699'EASTERLY THRESHOLD LIGHT.  THE STATION IS SET IN A DRILL HOLE IN  THE
 NM1699'CIRCULAR PORTION OF THE RUN-UP PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1677 ***********************************************************************
 NM1677  DESIGNATION -  SIOUX CITY AP STA B
 NM1677  PID         -  NM1677
 NM1677  STATE/COUNTY-  IA/WOODBURY
 NM1677  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM1677
 NM1677                         *CURRENT SURVEY CONTROL
 NM1677  ___________________________________________________________________
 NM1677* NAD 83(1996)-  42 23 30.53483(N)    096 22 26.43181(W)     ADJUSTED  
 NM1677* NAVD 88     -       332.87   (+/-2cm)    1092.1    (feet)  VERTCON   
 NM1677  ___________________________________________________________________
 NM1677  X           -    -523,782.790 (meters)                     COMP
 NM1677  Y           -  -4,688,829.010 (meters)                     COMP
 NM1677  Z           -   4,278,054.093 (meters)                     COMP
 NM1677  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 NM1677  ELLIP HEIGHT-         307.27  (meters)          (05/06/99) GPS OBS
 NM1677  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 NM1677
 NM1677  HORZ ORDER  -  SECOND
 NM1677  VERT ORDER  -  THIRD ? (See Below)
 NM1677  ELLP ORDER  -  FOURTH    CLASS I
 NM1677
 NM1677.This mark is at Sioux Gateway Airport (SUX)
 NM1677
 NM1677.The horizontal coordinates were established by GPS observations
 NM1677.and adjusted by the National Geodetic Survey in May 1999..
 NM1677
 NM1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1677.The vertical order pertains to the NGVD 29 superseded value.
 NM1677
 NM1677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1677
 NM1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1677
 NM1677.The ellipsoidal height was determined by GPS observations
 NM1677.and is referenced to NAD 83.
 NM1677
 NM1677.The geoid height was determined by GEOID03.
 NM1677
 NM1677;                    North         East     Units Scale Factor Converg.
 NM1677;SPC IA N     - 1,103,081.293 1,263,408.266   MT  0.99995690   -1 56 52.2
 NM1677;SPC NE       -   290,326.559   798,412.451   MT  0.99977822   +2 24 10.6
 NM1677;UTM  14      - 4,696,621.192   716,146.117   MT  1.00017486   +1 46 16.0
 NM1677
 NM1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1677!SPC IA N     -   0.99995181  x   0.99995690  =   0.99990871
 NM1677!SPC NE       -   0.99995181  x   0.99977822  =   0.99973004
 NM1677!UTM  14      -   0.99995181  x   1.00017486  =   1.00012666
 NM1677
 NM1677:                Primary Azimuth Mark                     Grid Az
 NM1677:SPC IA N     -  SIOUX CITY SAGE WATER TANK               009 37 36.0
 NM1677:SPC NE       -  SIOUX CITY SAGE WATER TANK               005 16 33.2
 NM1677:UTM  14      -  SIOUX CITY SAGE WATER TANK               005 54 27.8
 NM1677
 NM1677|---------------------------------------------------------------------|
 NM1677| PID    Reference Object                     Distance      Geod. Az  |
 NM1677|                                                           dddmmss.s |
 NM1677| NM1676 SIOUX CITY SAGE WATER TANK          APPROX. 0.8 KM 0074043.8 |
 NM1677| NM1675 SIOUX CITY MUN APT BCN              APPROX. 1.6 KM 0092812.5 |
 NM1677| CO4653 SUB STA 1                            26.670 METERS 20221     |
 NM1677| CO2096 AP STA B OFFSET SUBSTA2              24.616 METERS 22540     |
 NM1677| NM1724 DAKOTA CITY MUNICIPAL TANK          APPROX. 4.5 KM 3062829.0 |
 NM1677| NM1700 SIOUX CITY ARP 2                    APPROX. 1.6 KM 3301214.0 |
 NM1677|---------------------------------------------------------------------|
 NM1677
 NM1677                          SUPERSEDED SURVEY CONTROL
 NM1677
 NM1677  NAD 83(1996)-  42 23 30.53484(N)    096 22 26.43181(W) AD(       ) 2
 NM1677  NAD 83(1996)-  42 23 30.53509(N)    096 22 26.43213(W) AD(       ) 2
 NM1677  NAD 83(1996)-  42 23 30.53497(N)    096 22 26.43402(W) AD(       ) 2
 NM1677  NAD 83(1986)-  42 23 30.53662(N)    096 22 26.43202(W) AD(       ) 2
 NM1677  NAD 83(1986)-  42 23 30.54007(N)    096 22 26.44411(W) AD(       ) 3
 NM1677  NAD 27      -  42 23 30.55975(N)    096 22 25.33264(W) AD(       ) 3
 NM1677  NGVD 29 (07/19/86)  332.71   (m)         1091.6    (f) LEVELING    3  
 NM1677
 NM1677.Superseded values are not recommended for survey control.
 NM1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1677.See file dsdata.txt to determine how the superseded data were derived.
 NM1677
 NM1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1614696621(NAD 83)
 NM1677_MARKER: DT = TOPOGRAPHIC STATION DISK
 NM1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1677_SP_SET: CONCRETE POST
 NM1677_STAMPING: AP 1962 STA B
 NM1677_MARK LOGO: CGS   
 NM1677_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NM1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1677+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1992
 NM1677
 NM1677  HISTORY     - Date     Condition        Report By
 NM1677  HISTORY     - 1962     MONUMENTED       CGS
 NM1677  HISTORY     - 1962     GOOD             CGS
 NM1677  HISTORY     - 19920615 GOOD             CGS
 NM1677  HISTORY     - 19920807 GOOD             NOS
 NM1677
 NM1677                          STATION DESCRIPTION
 NM1677
 NM1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JVT)
 NM1677'AT THE SIOUX CITY MUNICIPAL AIRPORT, 155.99 FEET NORTHEAST OF THE
 NM1677'PHYSICAL CENTERLINE OF RUNWAY END 31, AND 87.5 FEET NORTH OF THE
 NM1677'NORTHEAST INTERSECTION OF THE EDGE OF THE PAVED OVER-RUN AND THE
 NM1677'ILS-THRESHOLD LIGHT BAR.  A STANDARD TOPO. DISK STAMPED AP 1962
 NM1677'STA. B.  SET IN A DRILL HOLE IN THE CONCRETE TAXIWAY NEAR THE
 NM1677'NORTH CORNER OF THE INTERSECTION OF THE TAXIWAYS LEADING NORTH AND
 NM1677'EAST.
 NM1677
 NM1677                          STATION RECOVERY (1962)
 NM1677
 NM1677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NM1677'RECOVERED IN GOOD CONDITION.
 NM1677
 NM1677                          STATION RECOVERY (1992)
 NM1677
 NM1677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1992
 NM1677'THE STATION IS LOCATED IN THE SOUTHERN PART OF THE SIOUX CITY MUNI
 NM1677'AIRPORT 155.59 FT (47.42 M) NORTHEAST OF THE CENTERLINE END OF RWY 31,
 NM1677'2 FT (0.6 M) SOUTH OF THE NORTH EDGE OF A TAXIWAY AND ON LINE WITH THE
 NM1677'PHYSICAL END OF THE RUNWAY.  A STANDARD TOPO DISK STAMPED AP 1962 STA
 NM1677'B SET IN A DRILL HOLE IN THE CONCRETE TAXIWAY.
 NM1677
 NM1677                          STATION RECOVERY (1992)
 NM1677
 NM1677'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 NM1677'THE STATION IS LOCATED AT THE SIOUX GATEWAY AIRPORT, SIOUX CITY, IA.
 NM1677'AT THE SOUTH END OF THE FIELD NEAR RUNWAY END 31.
 NM1677'TO REACH THE STATION FROM THE ACCESS GATE ON POWELL AVE (BEHIND THE
 NM1677'AIRPORT MAINTAINCE BLDG).  PASS THROUGH GATE AND GO SW ON POWELL AVE
 NM1677'FOR 0.2 MI (0.32 KM) TO A STOP SIGN AND THE RAMP AREA.  GO SW ON RAMP
 NM1677'TO TAXIWAY A.  GO SE ON TAXIWAY A FOR 0.6 MI (0.97 KM) TO THE
 NM1677'STATION ON THE LEFT.
 NM1677'THE STATION
 NM1677'IS LOCATED 155.99 FT (47.55 M) NORTHEAST OF  THE CENTERLINE OF RUNWAY
 NM1677'END 31 AND 2.5 FT (0.76 M) SOUTH OF THE NORTH EDGE OF A TAXIWAY.  THE
 NM1677'STATION IS SET IN A DRILL HOLE IN A CLOSED TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1701 ***********************************************************************
 NM1701  DESIGNATION -  SIOUX CITY APT ARP
 NM1701  PID         -  NM1701
 NM1701  STATE/COUNTY-  IA/WOODBURY
 NM1701  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1701
 NM1701                         *CURRENT SURVEY CONTROL
 NM1701  ___________________________________________________________________
 NM1701* NAD 83(1996)-  42 24 03.13183(N)    096 22 55.69110(W)     ADJUSTED  
 NM1701* NAVD 88     -       333.81   (+/-2cm)    1095.2    (feet)  VERTCON   
 NM1701  ___________________________________________________________________
 NM1701  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 NM1701  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 NM1701
 NM1701  HORZ ORDER  -  THIRD
 NM1701  VERT ORDER  -  THIRD ? (See Below)
 NM1701
 NM1701.This mark is at Sioux Gateway Airport (SUX)
 NM1701
 NM1701.The horizontal coordinates were established by classical geodetic methods
 NM1701.and adjusted by the National Geodetic Survey in May 1999..
 NM1701
 NM1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1701.The vertical order pertains to the NGVD 29 superseded value.
 NM1701
 NM1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1701
 NM1701.The geoid height was determined by GEOID03.
 NM1701
 NM1701;                    North         East     Units Scale Factor Converg.
 NM1701;SPC IA N     - 1,104,109.250 1,262,773.735   MT  0.99995615   -1 57 12.1
 NM1701;SPC NE       -   291,303.244   797,701.890   MT  0.99978068   +2 23 51.2
 NM1701;UTM  14      - 4,697,606.038   715,446.093   MT  1.00017114   +1 45 57.4
 NM1701
 NM1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1701!SPC IA N     -   0.99995175  x   0.99995615  =   0.99990790
 NM1701!SPC NE       -   0.99995175  x   0.99978068  =   0.99973244
 NM1701!UTM  14      -   0.99995175  x   1.00017114  =   1.00012288
 NM1701
 NM1701                          SUPERSEDED SURVEY CONTROL
 NM1701
 NM1701  NAD 83(1996)-  42 24 03.13184(N)    096 22 55.69110(W) AD(       ) 3
 NM1701  NAD 83(1996)-  42 24 03.13204(N)    096 22 55.69158(W) AD(       ) 3
 NM1701  NAD 83(1996)-  42 24 03.13206(N)    096 22 55.69309(W) AD(       ) 3
 NM1701  NAD 83(1986)-  42 24 03.13824(N)    096 22 55.70101(W) AD(       ) 3
 NM1701  NAD 27      -  42 24 03.15843(N)    096 22 54.58915(W) AD(       ) 3
 NM1701  NGVD 29 (07/19/86)  333.65   (m)         1094.7    (f) LEVELING    3  
 NM1701
 NM1701.Superseded values are not recommended for survey control.
 NM1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1701.See file dsdata.txt to determine how the superseded data were derived.
 NM1701
 NM1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1544697606(NAD 83)
 NM1701
 NM1701  HISTORY     - Date     Condition        Report By
 NM1701  HISTORY     - 1962     MONUMENTED       CGS
 NM1701  HISTORY     - 1966     GOOD             CGS
 NM1701
 NM1701                          STATION DESCRIPTION
 NM1701
 NM1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JVT)
 NM1701'THE STATION WAS RECOVERED AND FOUND TO HAVE MOST OF THE STAMPING CUT
 NM1701'OFF OF THE MARK BY MAINTENANCE EQUIPMENT.  DESCRIPTION FOLLOWS.
 NM1701'
 NM1701'THE STATION IS LOCATED AT THE SIOUX CITY MUNI. AIRPORT, JUST WEST OF
 NM1701'THE CONTROL TOWER, IN THE NORTH-SOUTH RUNWAY, 210 FEET SOUTH OF THE
 NM1701'APPROX. CENTERLINE OF A TAXIWAY EXTENDED AND 0.45 FEET WEST OF THE
 NM1701'RUNWAY CENTERLINE.
 NM1701'
 NM1701'A STANDARD TOPO. DISK STAMPED ARP 1953 AND SET IN A DRILL HOLE IN THE
 NM1701'CONCRETE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1691 ***********************************************************************
 NM1691  DESIGNATION -  SIOUX CITY ARMOUR PACK CO STK
 NM1691  PID         -  NM1691
 NM1691  STATE/COUNTY-  IA/WOODBURY
 NM1691  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1691
 NM1691                         *CURRENT SURVEY CONTROL
 NM1691  ___________________________________________________________________
 NM1691* NAD 83(1996)-  42 28 52.23420(N)    096 22 54.11582(W)     ADJUSTED  
 NM1691* NAVD 88     -                                                        
 NM1691  ___________________________________________________________________
 NM1691  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 NM1691  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 NM1691
 NM1691  HORZ ORDER  -  THIRD
 NM1691
 NM1691.The horizontal coordinates were established by classical geodetic methods
 NM1691.and adjusted by the National Geodetic Survey in May 1999..
 NM1691
 NM1691
 NM1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1691
 NM1691.The geoid height was determined by GEOID03.
 NM1691
 NM1691;                    North         East     Units Scale Factor Converg.
 NM1691;SPC IA N     - 1,113,022.987 1,263,113.742   MT  0.99995064   -1 57 11.0
 NM1691;SPC NE       -   300,215.649   797,364.735   MT  0.99980364   +2 23 52.2
 NM1691;SPC SD S     -    24,153.535   924,828.396   MT  1.00010193   +2 43 33.8
 NM1691;SPC SD S     -    79,243.72  3,034,207.83   sFT  1.00010193   +2 43 33.8
 NM1691;UTM  14      - 4,706,524.988   715,206.902   MT  1.00016986   +1 46 08.2
 NM1691
 NM1691                          SUPERSEDED SURVEY CONTROL
 NM1691
 NM1691  NAD 83(1996)-  42 28 52.23421(N)    096 22 54.11583(W) AD(       ) 4
 NM1691  NAD 83(1996)-  42 28 52.23420(N)    096 22 54.11585(W) AD(       ) 4
 NM1691  NAD 83(1996)-  42 28 52.23413(N)    096 22 54.11671(W) AD(       ) 4
 NM1691  NAD 83(1986)-  42 28 52.23722(N)    096 22 54.11654(W) AD(       ) 4
 NM1691  NAD 27      -  42 28 52.25800(N)    096 22 53.00600(W) AD(       ) 3
 NM1691
 NM1691.Superseded values are not recommended for survey control.
 NM1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1691.See file dsdata.txt to determine how the superseded data were derived.
 NM1691
 NM1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1520706525(NAD 83)
 NM1691_MARKER: 63 = STACK
 NM1691
 NM1691  HISTORY     - Date     Condition        Report By
 NM1691  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1691  HISTORY     - 1948     GOOD             CGS
 NM1691
 NM1691                          STATION DESCRIPTION
 NM1691
 NM1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1691'THE STATION IS LOCATED IN THE SOUTHEAST PART OF SIOUX CITY ABOUT
 NM1691'100 YARDS WEST OF U.S. HIGHWAY 75 ON THE GROUNDS OF ARMOUR
 NM1691'AND CO.
 NM1691'
 NM1691'THE STACK IS CONSTRUCTED OF BRICK, 175 FEET HIGH AND 8 FEET
 NM1691'IN DIAMETER AT THE TOP.  ARMOUR AND CO. IS ON THE STACK IN
 NM1691'WHITE LETTERS.
 NM1691'
 NM1691'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1700 ***********************************************************************
 NM1700  SACS        -  This is a Secondary Airport Control Station.
 NM1700  DESIGNATION -  SIOUX CITY ARP 2
 NM1700  PID         -  NM1700
 NM1700  STATE/COUNTY-  IA/WOODBURY
 NM1700  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1700
 NM1700                         *CURRENT SURVEY CONTROL
 NM1700  ___________________________________________________________________
 NM1700* NAD 83(1996)-  42 24 14.60441(N)    096 23 00.48250(W)     ADJUSTED  
 NM1700* NAVD 88     -       333.17   (meters)    1093.1    (feet)  LEVELING  
 NM1700  ___________________________________________________________________
 NM1700  X           -    -524,454.867 (meters)                     COMP
 NM1700  Y           -  -4,687,831.120 (meters)                     COMP
 NM1700  Z           -   4,279,058.221 (meters)                     COMP
 NM1700  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 NM1700  ELLIP HEIGHT-         307.11  (meters)          (08/05/04) GPS OBS
 NM1700  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 NM1700
 NM1700  HORZ ORDER  -  FIRST
 NM1700  VERT ORDER  -  THIRD ?
 NM1700  ELLP ORDER  -  FOURTH    CLASS I
 NM1700
 NM1700.This mark is at Sioux Gateway Airport (SUX)
 NM1700
 NM1700.The horizontal coordinates were established by GPS observations
 NM1700.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 NM1700
 NM1700.The orthometric height was determined by differential leveling.
 NM1700.The vertical network tie was performed by a horz. field party for horz.
 NM1700.obs reductions. Reset procedures were used to establish the elevation.
 NM1700
 NM1700.Photographs are available for this station.
 NM1700
 NM1700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1700
 NM1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1700
 NM1700.The ellipsoidal height was determined by GPS observations
 NM1700.and is referenced to NAD 83.
 NM1700
 NM1700.The geoid height was determined by GEOID03.
 NM1700
 NM1700;                    North         East     Units Scale Factor Converg.
 NM1700;SPC IA N     - 1,104,466.761 1,262,676.300   MT  0.99995590   -1 57 15.3
 NM1700;SPC NE       -   291,652.271   797,577.635   MT  0.99978155   +2 23 48.0
 NM1700;UTM  14      - 4,697,956.550   715,325.645   MT  1.00017050   +1 45 54.5
 NM1700
 NM1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1700!SPC IA N     -   0.99995184  x   0.99995590  =   0.99990774
 NM1700!SPC NE       -   0.99995184  x   0.99978155  =   0.99973340
 NM1700!UTM  14      -   0.99995184  x   1.00017050  =   1.00012233
 NM1700
 NM1700:                Primary Azimuth Mark                     Grid Az
 NM1700:SPC IA N     -  SIOUX CITY AP STA B                      152 09 06.4
 NM1700:SPC NE       -  SIOUX CITY AP STA B                      147 48 03.1
 NM1700:UTM  14      -  SIOUX CITY AP STA B                      148 25 56.6
 NM1700
 NM1700|---------------------------------------------------------------------|
 NM1700| PID    Reference Object                     Distance      Geod. Az  |
 NM1700|                                                           dddmmss.s |
 NM1700| NM1677 SIOUX CITY AP STA B                 APPROX. 1.6 KM 1501151.1 |
 NM1700| NM1701 SIOUX CITY APT ARP                  370.566 METERS 16248     |
 NM1700| NM1724 DAKOTA CITY MUNICIPAL TANK          APPROX. 3.1 KM 2945227.1 |
 NM1700| NM1699 SIOUX CITY AP STA A                 APPROX. 1.3 KM 2975518.1 |
 NM1700|---------------------------------------------------------------------|
 NM1700
 NM1700                          SUPERSEDED SURVEY CONTROL
 NM1700
 NM1700  NAD 83(1996)-  42 24 14.60136(N)    096 23 00.47747(W) AD(       ) 2
 NM1700  ELLIP H (05/06/99)  307.79   (m)                       GP(       ) 4 1
 NM1700  NAD 83(1996)-  42 24 14.60137(N)    096 23 00.47747(W) AD(       ) 2
 NM1700  NAD 83(1996)-  42 24 14.60157(N)    096 23 00.47796(W) AD(       ) 2
 NM1700  NAD 83(1996)-  42 24 14.60161(N)    096 23 00.47940(W) AD(       ) 2
 NM1700  NAD 83(1986)-  42 24 14.60511(N)    096 23 00.47967(W) AD(       ) 2
 NM1700  NAD 83(1986)-  42 24 14.60782(N)    096 23 00.48697(W) AD(       ) 3
 NM1700  NAD 27      -  42 24 14.62816(N)    096 22 59.37502(W) AD(       ) 3
 NM1700  NGVD 29 (07/19/86)  333.01   (m)         1092.6    (f) LEVELING    3  
 NM1700
 NM1700.Superseded values are not recommended for survey control.
 NM1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1700.See file dsdata.txt to determine how the superseded data were derived.
 NM1700
 NM1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1532697957(NAD 83)
 NM1700_MARKER: DT = TOPOGRAPHIC STATION DISK
 NM1700_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NM1700_SP_SET: STORM DRAIN FOOTING
 NM1700_STAMPING: ARP 2 1962
 NM1700_MARK LOGO: CGS   
 NM1700_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1700+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 NM1700
 NM1700  HISTORY     - Date     Condition        Report By
 NM1700  HISTORY     - 1962     MONUMENTED       CGS
 NM1700  HISTORY     - 1962     GOOD             CGS
 NM1700  HISTORY     - 19920615 GOOD             CGS
 NM1700  HISTORY     - 19920807 GOOD             NOS
 NM1700  HISTORY     - 20040614 GOOD             MSAM
 NM1700  HISTORY     - 20040903 GOOD             NGS
 NM1700
 NM1700                          STATION DESCRIPTION
 NM1700
 NM1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JVT)
 NM1700'LOCATED AT THE SIOUX CITY MUNICIPAL AIRPORT, NEAR THE NORTH END OF A
 NM1700'TRIANGLE OF LAND FORMED BY THE RUNWAY INTERSECTIONS, SET IN A DRILL
 NM1700'HOLE IN THE SOUTHEAST CORNER OF A CONCRETE DRAINAGE ABUTMENT, 346.9
 NM1700'FEET WEST OF THE WEST END OF A WHITE EAST-WEST PAINT STRIPE ACROSS
 NM1700'RUNWAY 17-35, AND 312.7 FEET SOUTHEAST OF THE SOUTHEAST END OF A
 NM1700'PAINT STRIPE ACROSS RUNWAY 4-22.  A STANDARD TOPO. DISK STAMPED ARP 2
 NM1700'1962.
 NM1700
 NM1700                          STATION RECOVERY (1962)
 NM1700
 NM1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NM1700'RECOVERED IN GOOD CONDITION.
 NM1700
 NM1700                          STATION RECOVERY (1992)
 NM1700
 NM1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1992
 NM1700'THE STATION IS LOCATED AT THE SIOUX CITY MUNI AIRPORT, NEAR THE NORTH
 NM1700'END OF A TRIANGLE OF LAND FORMED BY THE RUNWAY INTERSECTIONS, SET IN A
 NM1700'DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE DRAINAGE ABUTMENT,
 NM1700'346.9 FT (105.7 M) WEST OF THE WEST END OF A WHITE EAST-WEST PAINT
 NM1700'STRIPE ACROSS RUNWAY 17-35 AND 312.7 FT (95.3 M) SOUTHEAST OF THE
 NM1700'SOUTHEAST END OF A PAINT STRIPE ACROSS RUNWAY 4-22.  A STANDARD
 NM1700'TOPOGRAPHIC DISK STAMPED ARP 2 1962 AND SET IN A DRILL HOLE IN THE
 NM1700'CONCRETE DRAINAGE ABUTMENT.
 NM1700
 NM1700                          STATION RECOVERY (1992)
 NM1700
 NM1700'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 NM1700'THE STATION IS LOCATED AT THE SIOUX GATEWAY AIRPORT, SIOUX CITY, IA.
 NM1700'AT  MIDFIELD.
 NM1700'TO REACH THE STATION FROM THE ACCESS GATE ON POWELL AVE (BEHIND THE
 NM1700'AIRPORT MAINTAINCE BLDG).  PASS THROUGH GATE AND GO SW ON POWELL AVE
 NM1700'FOR 0.2 MI (0.32 KM) TO A STOP SIGN AND THE RAMP AREA.  GO NW THEN N
 NM1700'ACROSS RAMP ONTO TAXIWAY C FOR 0.5 MI (0.80 KM) TO TAXIWAY E ON
 NM1700'THE LEFT, TURN LEFT NW ON TAXIWAY E FOR 0.55 MI (0.89 KM) CROSSING
 NM1700'RUNWAY 17-35 TO THE INTERSECTION OF TAXIWAY F.  GO SW ON TAXIWAY
 NM1700'F FOR 0.55 MI (0.89 KM) TO THE STATION ON THE LEFT.
 NM1700'THE STATION IS LOCATED 346.9 FT (105.74 M) WEST OF THE WEST END OF A
 NM1700'WHITE EAST-WEST PAINT STRIPE ACROSS RUNWAY 17-35 AND 312.7 FT
 NM1700'(95.31 M) SOUTHEAST EDGE OF TAXIWAY F AND IS SET IN A CONCRETE
 NM1700'DRAIN.
 NM1700
 NM1700                          STATION RECOVERY (2004)
 NM1700
 NM1700'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 NM1700'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC. 2004 (DJK) THE
 NM1700'STATION IS LOCATED AT THE SIOUX GATEWAY AIRPORT IN SIOUX CITY, IOWA.
 NM1700'IT IS 11.3 KM (7.0 MI) SOUTH OF SIOUX CITY, 4.8 KM (3.0 MI) SOUTH OF
 NM1700'THE INTERSECTION OF I-29 AND HIGHWAY  129 AT THE SERGEANT BLUFF EXIT
 NM1700'FROM I-29, AND 1.12 KM (.70 MI) WEST OF SERGEANT BLUFF. AIRPORT IS
 NM1700'CONTROLLED PERMISSION MUST BE OBTAINED BY CONTACTING AIRPORT MANAGER.
 NM1700'AIRPORT MANAGER- GLEN JANUSKA.  PHONE- 712-279-0170
 NM1700' 
 NM1700'TO REACH THE STATION FROM EXIT 141 ON INTERSTATE 29 GO WEST ON OGDEN
 NM1700'FOR .32 KM (.20 MI) TO MACARTHUR.  TURN LEFT (SOUTH) ON MACARTHUR FOR
 NM1700'.32 KM (.20 MI) TO AN ASPHALT ACCESS  ROAD LEADING TO A GATE.  TURN
 NM1700'RIGHT (WEST) FOR 61.0 M (200 FT) TO AN ELECTRIC GATE.   CONTINUE
 NM1700'THROUGH GATE FOR .32 KM (.20 MI) TO A STOP SIGN AT THE APRON.
 NM1700'CONTINUE STRAIGHT  ACROSS APRON FOR .16 KM (.10 MI) TO TAXIWAY C.
 NM1700'TURN RIGHT (NORTH) ON TAXIWAY C FOR .40 KM (.25 MI) TO TAXIWAY D.
 NM1700'TURN LEFT (WEST) ON TAXIWAY D FOR .32 KM (.20 MI) WHILE CROSSING
 NM1700'RUNWAY 17-35 TO THE INTERSECTION OF TAXIWAY D AND A.  TURN RIGHT
 NM1700'(NORTHWEST) ON  TAXIWAY A  FOR .21 KM (.13 MI) TO TAXIWAY F.  TURN
 NM1700'RIGHT (NORTHEAST) FOR .26 KM (.16 MI) TO THE  STATION ON THE RIGHT
 NM1700'(SOUTHEAST).  THE STATION IS LOCATED IN THE GRASS AREA FORMED BY
 NM1700'TAXIWAYS A, F, AND RUNWAY 35-17.
 NM1700' 
 NM1700'THE MARK IS A CGS BRASS DISK STAMPED ARP 2 1962 SET IN THE TOP OF A
 NM1700'CONCRETE DRAIN ON  THE SOUTHEAST CORNER.  IT IS 95.3 M (312.7 FT)
 NM1700'SOUTHEAST OF THE SOUTHEAST EDGE OF  TAXIWAY F, 90.8 M (297.9 FT) WEST
 NM1700'OF THE WEST EDGE OF RUNWAY 35-17, 89.0 M (292.0 FT)  WEST OF THE
 NM1700'SECOND RUNWAY LIGHT SOUTH OF TAXIWAY F, AND 1.0 M (3.28 FT) WEST OF A
 NM1700'FIBERGLASS WITNESS POST.  THIS STATION IS DESIGNATED AS A SECONDARY
 NM1700'AIRPORT CONTROL  STATION.
 NM1700
 NM1700                          STATION RECOVERY (2004)
 NM1700
 NM1700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRL)
 NM1700'RECOVERED AS DESCRIBED. THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1640 ***********************************************************************
 NM1640  DESIGNATION -  SIOUX CITY BRIAR CLIFF COL STK
 NM1640  PID         -  NM1640
 NM1640  STATE/COUNTY-  IA/WOODBURY
 NM1640  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM1640
 NM1640                         *CURRENT SURVEY CONTROL
 NM1640  ___________________________________________________________________
 NM1640* NAD 83(1996)-  42 31 37.05861(N)    096 25 34.60253(W)     ADJUSTED  
 NM1640* NAVD 88     -                                                        
 NM1640  ___________________________________________________________________
 NM1640  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 NM1640  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 NM1640
 NM1640  HORZ ORDER  -  THIRD
 NM1640
 NM1640.The horizontal coordinates were established by classical geodetic methods
 NM1640.and adjusted by the National Geodetic Survey in May 1999..
 NM1640
 NM1640
 NM1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1640
 NM1640.The geoid height was determined by GEOID03.
 NM1640
 NM1640;                    North         East     Units Scale Factor Converg.
 NM1640;SPC IA N     - 1,118,231.455 1,259,626.586   MT  0.99994837   -1 58 59.8
 NM1640;SPC SD S     -    29,060.909   920,927.440   MT  1.00008658   +2 41 43.0
 NM1640;SPC SD S     -    95,344.00  3,021,409.44   sFT  1.00008658   +2 41 43.0
 NM1640;SPC NE       -   305,143.849   793,493.000   MT  0.99981762   +2 22 05.9
 NM1640;UTM  14      - 4,711,497.093   711,388.119   MT  1.00014981   +1 44 25.1
 NM1640
 NM1640                          SUPERSEDED SURVEY CONTROL
 NM1640
 NM1640  NAD 83(1996)-  42 31 37.05861(N)    096 25 34.60253(W) AD(       ) 4
 NM1640  NAD 83(1996)-  42 31 37.05853(N)    096 25 34.60239(W) AD(       ) 4
 NM1640  NAD 83(1996)-  42 31 37.05847(N)    096 25 34.60348(W) AD(       ) 4
 NM1640  NAD 83(1986)-  42 31 37.06186(N)    096 25 34.60276(W) AD(       ) 4
 NM1640  NAD 27      -  42 31 37.08500(N)    096 25 33.49100(W) AD(       ) 3
 NM1640
 NM1640.Superseded values are not recommended for survey control.
 NM1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1640.See file dsdata.txt to determine how the superseded data were derived.
 NM1640
 NM1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1138811497(NAD 83)
 NM1640_MARKER: 63 = STACK
 NM1640
 NM1640  HISTORY     - Date     Condition        Report By
 NM1640  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1640
 NM1640                          STATION DESCRIPTION
 NM1640
 NM1640'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1641 ***********************************************************************
 NM1641  DESIGNATION -  SIOUX CITY CEN HS TOP OF CUP
 NM1641  PID         -  NM1641
 NM1641  STATE/COUNTY-  IA/WOODBURY
 NM1641  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM1641
 NM1641                         *CURRENT SURVEY CONTROL
 NM1641  ___________________________________________________________________
 NM1641* NAD 83(1996)-  42 30 11.80091(N)    096 24 09.84899(W)     ADJUSTED  
 NM1641* NAVD 88     -                                                        
 NM1641  ___________________________________________________________________
 NM1641  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 NM1641  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 NM1641
 NM1641  HORZ ORDER  -  THIRD
 NM1641
 NM1641.The horizontal coordinates were established by classical geodetic methods
 NM1641.and adjusted by the National Geodetic Survey in May 1999..
 NM1641
 NM1641
 NM1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1641
 NM1641.The geoid height was determined by GEOID03.
 NM1641
 NM1641;                    North         East     Units Scale Factor Converg.
 NM1641;SPC IA N     - 1,115,535.718 1,261,469.381   MT  0.99994946   -1 58 02.3
 NM1641;SPC NE       -   302,596.045   795,534.741   MT  0.99981030   +2 23 02.0
 NM1641;SPC SD S     -    26,524.109   922,984.271   MT  1.00009444   +2 42 41.5
 NM1641;SPC SD S     -    87,021.18  3,028,157.56   sFT  1.00009444   +2 42 41.5
 NM1641;UTM  14      - 4,708,926.179   713,402.489   MT  1.00016034   +1 45 19.6
 NM1641
 NM1641                          SUPERSEDED SURVEY CONTROL
 NM1641
 NM1641  NAD 83(1996)-  42 30 11.80092(N)    096 24 09.84899(W) AD(       ) 4
 NM1641  NAD 83(1996)-  42 30 11.80086(N)    096 24 09.84893(W) AD(       ) 4
 NM1641  NAD 83(1996)-  42 30 11.80086(N)    096 24 09.85003(W) AD(       ) 4
 NM1641  NAD 83(1986)-  42 30 11.80402(N)    096 24 09.84940(W) AD(       ) 4
 NM1641  NAD 27      -  42 30 11.82600(N)    096 24 08.73800(W) AD(       ) 3
 NM1641
 NM1641.Superseded values are not recommended for survey control.
 NM1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1641.See file dsdata.txt to determine how the superseded data were derived.
 NM1641
 NM1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1340208926(NAD 83)
 NM1641
 NM1641  HISTORY     - Date     Condition        Report By
 NM1641  HISTORY     - UNK      MONUMENTED
 NM1641  HISTORY     - 1948     GOOD             CGS
 NM1641
 NM1641                          STATION DESCRIPTION
 NM1641
 NM1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1641'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF SIOUX
 NM1641'CITY BOUNDED BY 12TH STREET ON THE SOUTH, 13TH STREET ON THE
 NM1641'NORTH, NEBRASKA STREET ON THE WEST AND JACKSON STREET ON THE EAST.
 NM1641'
 NM1641'THE BUILDING IS CONSTRUCTED OF RED GRANITE BLOCKS, COVERS
 NM1641'A BLOCK, IS 3-STORIES HIGH AND FACES SOUTH.  THERE IS A TOWER
 NM1641'ON THE SOUTH SIDE OF THE BUILDING WITH A MAST ON THE SOUTHEAST
 NM1641'CORNER OF THE TOWER.  THE MAST IS 120 FEET HIGH.
 NM1641'
 NM1641'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1690 ***********************************************************************
 NM1690  DESIGNATION -  SIOUX CITY CUDAHY PACK CO STK
 NM1690  PID         -  NM1690
 NM1690  STATE/COUNTY-  IA/WOODBURY
 NM1690  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1690
 NM1690                         *CURRENT SURVEY CONTROL
 NM1690  ___________________________________________________________________
 NM1690* NAD 83(1996)-  42 29 06.00639(N)    096 22 55.57196(W)     ADJUSTED  
 NM1690* NAVD 88     -                                                        
 NM1690  ___________________________________________________________________
 NM1690  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 NM1690  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 NM1690
 NM1690  HORZ ORDER  -  THIRD
 NM1690
 NM1690.The horizontal coordinates were established by classical geodetic methods
 NM1690.and adjusted by the National Geodetic Survey in May 1999..
 NM1690
 NM1690
 NM1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1690
 NM1690.The geoid height was determined by GEOID03.
 NM1690
 NM1690;                    North         East     Units Scale Factor Converg.
 NM1690;SPC IA N     - 1,113,448.811 1,263,094.990   MT  0.99995043   -1 57 12.0
 NM1690;SPC NE       -   300,638.762   797,313.739   MT  0.99980478   +2 23 51.2
 NM1690;SPC SD S     -    24,576.475   924,774.961   MT  1.00010062   +2 43 32.7
 NM1690;SPC SD S     -    80,631.32  3,034,032.52   sFT  1.00010062   +2 43 32.7
 NM1690;UTM  14      - 4,706,948.790   715,160.535   MT  1.00016961   +1 46 07.7
 NM1690
 NM1690                          SUPERSEDED SURVEY CONTROL
 NM1690
 NM1690  NAD 83(1996)-  42 29 06.00639(N)    096 22 55.57196(W) AD(       ) 4
 NM1690  NAD 83(1996)-  42 29 06.00638(N)    096 22 55.57197(W) AD(       ) 4
 NM1690  NAD 83(1996)-  42 29 06.00637(N)    096 22 55.57311(W) AD(       ) 4
 NM1690  NAD 83(1986)-  42 29 06.00940(N)    096 22 55.57274(W) AD(       ) 4
 NM1690  NAD 27      -  42 29 06.03200(N)    096 22 54.46400(W) AD(       ) 3
 NM1690
 NM1690.Superseded values are not recommended for survey control.
 NM1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1690.See file dsdata.txt to determine how the superseded data were derived.
 NM1690
 NM1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1516106949(NAD 83)
 NM1690_MARKER: 63 = STACK
 NM1690
 NM1690  HISTORY     - Date     Condition        Report By
 NM1690  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1690  HISTORY     - 1948     GOOD             CGS
 NM1690
 NM1690                          STATION DESCRIPTION
 NM1690
 NM1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1690'THE STATION IS LOCATED IN THE SOUTHEAST PART OF SIOUX CITY
 NM1690'ABOUT 100 YARDS WEST OF U.S. HIGHWAY 75 ON THE GROUNDS OF THE
 NM1690'CUDAHY PACKING CO.
 NM1690'
 NM1690'THE STACK IS OF CONCRETE CONSTRUCTION, 170 FEET HIGH AND 10 FEET
 NM1690'IN DIAMETER AT THE TOP.
 NM1690'
 NM1690'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1695 ***********************************************************************
 NM1695  DESIGNATION -  SIOUX CITY FIRST LUTH CH SPIRE
 NM1695  PID         -  NM1695
 NM1695  STATE/COUNTY-  IA/WOODBURY
 NM1695  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1695
 NM1695                         *CURRENT SURVEY CONTROL
 NM1695  ___________________________________________________________________
 NM1695* NAD 83(1996)-  42 29 46.56474(N)    096 23 51.65103(W)     ADJUSTED  
 NM1695* NAVD 88     -                                                        
 NM1695  ___________________________________________________________________
 NM1695  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 NM1695  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 NM1695
 NM1695  HORZ ORDER  -  THIRD
 NM1695
 NM1695.The horizontal coordinates were established by classical geodetic methods
 NM1695.and adjusted by the National Geodetic Survey in May 1999..
 NM1695
 NM1695
 NM1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1695
 NM1695.The geoid height was determined by GEOID03.
 NM1695
 NM1695;                    North         East     Units Scale Factor Converg.
 NM1695;SPC IA N     - 1,114,743.267 1,261,857.924   MT  0.99994982   -1 57 50.0
 NM1695;SPC NE       -   301,835.463   795,982.224   MT  0.99980817   +2 23 14.1
 NM1695;SPC SD S     -    25,765.882   923,436.226   MT  1.00009680   +2 42 54.1
 NM1695;SPC SD S     -    84,533.56  3,029,640.35   sFT  1.00009680   +2 42 54.1
 NM1695;UTM  14      - 4,708,160.465   713,841.757   MT  1.00016265   +1 45 31.1
 NM1695
 NM1695                          SUPERSEDED SURVEY CONTROL
 NM1695
 NM1695  NAD 83(1996)-  42 29 46.56474(N)    096 23 51.65104(W) AD(       ) 4
 NM1695  NAD 83(1996)-  42 29 46.56470(N)    096 23 51.65097(W) AD(       ) 4
 NM1695  NAD 83(1996)-  42 29 46.56477(N)    096 23 51.65218(W) AD(       ) 4
 NM1695  NAD 83(1986)-  42 29 46.56794(N)    096 23 51.65147(W) AD(       ) 4
 NM1695  NAD 27      -  42 29 46.59000(N)    096 23 50.54200(W) AD(       ) 3
 NM1695
 NM1695.Superseded values are not recommended for survey control.
 NM1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1695.See file dsdata.txt to determine how the superseded data were derived.
 NM1695
 NM1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1384208160(NAD 83)
 NM1695_MARKER: 90 = CHURCH SPIRE
 NM1695
 NM1695  HISTORY     - Date     Condition        Report By
 NM1695  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1695
 NM1695                          STATION DESCRIPTION
 NM1695
 NM1695'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1694 ***********************************************************************
 NM1694  DESIGNATION -  SIOUX CITY FLOYD MON TIP SHAFT
 NM1694  PID         -  NM1694
 NM1694  STATE/COUNTY-  IA/WOODBURY
 NM1694  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1694
 NM1694                         *CURRENT SURVEY CONTROL
 NM1694  ___________________________________________________________________
 NM1694* NAD 83(1996)-  42 27 45.45675(N)    096 22 40.49593(W)     ADJUSTED  
 NM1694* NAVD 88     -                                                        
 NM1694  ___________________________________________________________________
 NM1694  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 NM1694  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 NM1694
 NM1694  HORZ ORDER  -  THIRD
 NM1694
 NM1694.The horizontal coordinates were established by classical geodetic methods
 NM1694.and adjusted by the National Geodetic Survey in May 1999..
 NM1694
 NM1694
 NM1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1694
 NM1694.The geoid height was determined by GEOID03.
 NM1694
 NM1694;                    North         East     Units Scale Factor Converg.
 NM1694;SPC IA N     - 1,110,953.186 1,263,354.496   MT  0.99995174   -1 57 01.8
 NM1694;SPC NE       -   298,170.385   797,761.759   MT  0.99979816   +2 24 01.2
 NM1694;SPC SD S     -    22,109.958   925,237.255   MT  1.00010832   +2 43 43.1
 NM1694;SPC SD S     -    72,539.09  3,035,549.23   sFT  1.00010832   +2 43 43.1
 NM1694;UTM  14      - 4,704,474.729   715,581.581   MT  1.00017185   +1 46 15.1
 NM1694
 NM1694                          SUPERSEDED SURVEY CONTROL
 NM1694
 NM1694  NAD 83(1996)-  42 27 45.45675(N)    096 22 40.49594(W) AD(       ) 4
 NM1694  NAD 83(1996)-  42 27 45.45685(N)    096 22 40.49620(W) AD(       ) 4
 NM1694  NAD 83(1996)-  42 27 45.45680(N)    096 22 40.49676(W) AD(       ) 4
 NM1694  NAD 83(1986)-  42 27 45.45990(N)    096 22 40.49515(W) AD(       ) 4
 NM1694  NAD 27      -  42 27 45.48000(N)    096 22 39.38400(W) AD(       ) 3
 NM1694
 NM1694.Superseded values are not recommended for survey control.
 NM1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1694.See file dsdata.txt to determine how the superseded data were derived.
 NM1694
 NM1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1558204475(NAD 83)
 NM1694_MARKER: 70 = MONUMENT
 NM1694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1694+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 NM1694
 NM1694  HISTORY     - Date     Condition        Report By
 NM1694  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1694  HISTORY     - 1940     GOOD             CGS
 NM1694  HISTORY     - 1948     GOOD             CGS
 NM1694  HISTORY     - 1962     GOOD             CGS
 NM1694  HISTORY     - 1966     GOOD             CGS
 NM1694  HISTORY     - 20050713 GOOD             GEOCAC
 NM1694
 NM1694                          STATION DESCRIPTION
 NM1694
 NM1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1694'STATION IS A MONUMENT TO SERGEANT CHARLES FLOYD, A MEMBER OF THE
 NM1694'LEWIS AND CLARK EXPEDITION AND THE LOUISIANA PURCHASE.  IT IS
 NM1694'LOCATED ABOUT 2 MILES, AIRLINE, SOUTHEAST OF SIOUX CITY ON A
 NM1694'BLUFF OF THE MISSOURI RIVER AND JUST WEST OF U.S. HIGHWAY 75.
 NM1694'
 NM1694'IT IS CONSTRUCTED OF LIMESTONE BLOCKS AND IS ABOUT 90 FEET HIGH.
 NM1694'IT WAS BUILT IN 1900.
 NM1694
 NM1694                          STATION RECOVERY (1948)
 NM1694
 NM1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1694'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF SIOUX CITY AND
 NM1694'ABOUT 100 YARDS WEST OF U.S. HIGHWAY 75.
 NM1694'
 NM1694'THE SHAFT IS CONSTRUCTED OF CONCRETE BLOCKS, 75 FEET HIGH
 NM1694'AND 10 FEET SQUARE AT THE BASE.
 NM1694'
 NM1694'THE POINT INTERSECTED WAS THE TIP OF THE SHAFT AT THE TOP.
 NM1694
 NM1694                          STATION RECOVERY (1962)
 NM1694
 NM1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 NM1694'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 NM1694
 NM1694                          STATION RECOVERY (1966)
 NM1694
 NM1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 NM1694'THE STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED.
 NM1694
 NM1694                          STATION RECOVERY (2005)
 NM1694
 NM1694'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM1694'STATION IS A 100 FOOT TALL OBELISK CONSTRUCTED OF LIGHT BROWN STONE.
 NM1694'THE PREVIOUSLY DESCRIBED PAVED DRIVE AROUND THE MONUMENT HAS BEEN
 NM1694'REPLACED WITH A CONCRETE PATIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1698 ***********************************************************************
 NM1698  DESIGNATION -  SIOUX CITY G E CO ELEC PLT STK
 NM1698  PID         -  NM1698
 NM1698  STATE/COUNTY-  IA/WOODBURY
 NM1698  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1698
 NM1698                         *CURRENT SURVEY CONTROL
 NM1698  ___________________________________________________________________
 NM1698* NAD 83(1996)-  42 29 32.12677(N)    096 24 31.10748(W)     ADJUSTED  
 NM1698* NAVD 88     -                                                        
 NM1698  ___________________________________________________________________
 NM1698  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 NM1698  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 NM1698
 NM1698  HORZ ORDER  -  THIRD
 NM1698
 NM1698.The horizontal coordinates were established by classical geodetic methods
 NM1698.and adjusted by the National Geodetic Survey in May 1999..
 NM1698
 NM1698
 NM1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1698
 NM1698.The geoid height was determined by GEOID03.
 NM1698
 NM1698;                    North         East     Units Scale Factor Converg.
 NM1698;SPC IA N     - 1,114,328.982 1,260,942.211   MT  0.99995003   -1 58 16.7
 NM1698;SPC NE       -   301,352.966   795,100.708   MT  0.99980696   +2 22 47.9
 NM1698;SPC SD S     -    25,278.211   922,557.229   MT  1.00009816   +2 42 26.8
 NM1698;SPC SD S     -    82,933.60  3,026,756.51   sFT  1.00009816   +2 42 26.8
 NM1698;UTM  14      - 4,707,687.503   712,954.687   MT  1.00015799   +1 45 03.9
 NM1698
 NM1698                          SUPERSEDED SURVEY CONTROL
 NM1698
 NM1698  NAD 83(1996)-  42 29 32.12677(N)    096 24 31.10749(W) AD(       ) 4
 NM1698  NAD 83(1996)-  42 29 32.12676(N)    096 24 31.10745(W) AD(       ) 4
 NM1698  NAD 83(1996)-  42 29 32.12666(N)    096 24 31.10840(W) AD(       ) 4
 NM1698  NAD 83(1986)-  42 29 32.12994(N)    096 24 31.10812(W) AD(       ) 4
 NM1698  NAD 27      -  42 29 32.15300(N)    096 24 30.00200(W) AD(       ) 3
 NM1698
 NM1698.Superseded values are not recommended for survey control.
 NM1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1698.See file dsdata.txt to determine how the superseded data were derived.
 NM1698
 NM1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1295507688(NAD 83)
 NM1698_MARKER: 63 = STACK
 NM1698
 NM1698  HISTORY     - Date     Condition        Report By
 NM1698  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1698  HISTORY     - 1940     GOOD             CGS
 NM1698  HISTORY     - 1948     GOOD             CGS
 NM1698
 NM1698                          STATION DESCRIPTION
 NM1698
 NM1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1698'STATION IS LOCATED IN THE WEST PART OF THE BUSINESS DISTRICT
 NM1698'OF SIOUX CITY, IOWA.  IT IS ABOUT 0.25 MILE EAST OF THE NORTH
 NM1698'END OF THE BRIDGE OVER THE MISSOURI RIVER AND JUST NORTH OF
 NM1698'THE MILWAUKEE AND NORTH WESTERN RAILWAY TRACKS AT THE EAST SIDE
 NM1698'OF THE GAS AND ELECTRIC CO. BUILDING.
 NM1698'
 NM1698'THE STACK IS CONSTRUCTED OF CONCRETE.  IT IS 18 FEET IN DIAMETER
 NM1698'AND ABOUT 190 FEET HIGH.
 NM1698
 NM1698                          STATION RECOVERY (1948)
 NM1698
 NM1698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1698'THE STATION IS LOCATED IN THE SOUTH PART OF SIOUX CITY OVERLOOKING
 NM1698'THE MISSOURI RIVER TO THE SOUTH.
 NM1698'
 NM1698'THE STACK IS CONSTRUCTED OF CONCRETE, 190 FEET HIGH AND 15 FEET
 NM1698'IN DIAMETER.
 NM1698'
 NM1698'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1688 ***********************************************************************
 NM1688  DESIGNATION -  SIOUX CITY G E CO GAS PLT STK
 NM1688  PID         -  NM1688
 NM1688  STATE/COUNTY-  IA/WOODBURY
 NM1688  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1688
 NM1688                         *CURRENT SURVEY CONTROL
 NM1688  ___________________________________________________________________
 NM1688* NAD 83(1996)-  42 29 26.16395(N)    096 23 45.04883(W)     ADJUSTED  
 NM1688* NAVD 88     -                                                        
 NM1688  ___________________________________________________________________
 NM1688  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 NM1688  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 NM1688
 NM1688  HORZ ORDER  -  THIRD
 NM1688
 NM1688.The horizontal coordinates were established by classical geodetic methods
 NM1688.and adjusted by the National Geodetic Survey in May 1999..
 NM1688
 NM1688
 NM1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1688
 NM1688.The geoid height was determined by GEOID03.
 NM1688
 NM1688;                    North         East     Units Scale Factor Converg.
 NM1688;SPC IA N     - 1,114,109.009 1,261,987.028   MT  0.99995012   -1 57 45.5
 NM1688;SPC NE       -   301,212.917   796,159.051   MT  0.99980646   +2 23 18.5
 NM1688;SPC SD S     -    25,144.177   923,616.664   MT  1.00009872   +2 42 58.6
 NM1688;SPC SD S     -    82,493.85  3,030,232.34   sFT  1.00009872   +2 42 58.6
 NM1688;UTM  14      - 4,707,535.794   714,011.803   MT  1.00016355   +1 45 34.9
 NM1688
 NM1688                          SUPERSEDED SURVEY CONTROL
 NM1688
 NM1688  NAD 83(1996)-  42 29 26.16395(N)    096 23 45.04884(W) AD(       ) 4
 NM1688  NAD 83(1996)-  42 29 26.16393(N)    096 23 45.04883(W) AD(       ) 4
 NM1688  NAD 83(1996)-  42 29 26.16389(N)    096 23 45.04982(W) AD(       ) 4
 NM1688  NAD 83(1986)-  42 29 26.16702(N)    096 23 45.04952(W) AD(       ) 4
 NM1688  NAD 27      -  42 29 26.18600(N)    096 23 43.93400(W) AD(       ) 3
 NM1688
 NM1688.Superseded values are not recommended for survey control.
 NM1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1688.See file dsdata.txt to determine how the superseded data were derived.
 NM1688
 NM1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1401207536(NAD 83)
 NM1688_MARKER: 63 = STACK
 NM1688
 NM1688  HISTORY     - Date     Condition        Report By
 NM1688  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1688  HISTORY     - 1940     GOOD             CGS
 NM1688  HISTORY     - 1948     GOOD             CGS
 NM1688
 NM1688                          STATION DESCRIPTION
 NM1688
 NM1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1688'STATION IS LOCATED IN THE SOUTHEAST EDGE OF THE BUSINESS
 NM1688'DISTRICT OF SIOUX CITY, IOWA, BETWEEN U.S. HIGHWAY 20 AND THE
 NM1688'CHICAGO AND NORTH WESTERN RAILWAY TRACKS JUST EAST OF COURT
 NM1688'STREET.
 NM1688'
 NM1688'STACK IS CONSTRUCTED OF CONCRETE, GRAY COLOR, ABOUT 18 FEET IN
 NM1688'DIAMETER AND ABOUT 240 FEET IN HEIGHT.
 NM1688
 NM1688                          STATION RECOVERY (1948)
 NM1688
 NM1688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1688'THE STATION IS LOCATED IN THE SOUTH PART OF SIOUX CITY OVERLOOKING
 NM1688'THE MISSOURI RIVER TO THE SOUTH IN THE NORTHEAST ANGLE OF
 NM1688'THE INTERSECTION OF 1ST AND COURT STREETS.
 NM1688'
 NM1688'THE STACK IS OF CONCRETE CONSTRUCTION, 240 FEET HIGH AND 8
 NM1688'FEET IN DIAMETER AT THE TOP.
 NM1688'
 NM1688'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1681 ***********************************************************************
 NM1681  DESIGNATION -  SIOUX CITY KSCJ FM RAD MAST
 NM1681  PID         -  NM1681
 NM1681  STATE/COUNTY-  IA/WOODBURY
 NM1681  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1681
 NM1681                         *CURRENT SURVEY CONTROL
 NM1681  ___________________________________________________________________
 NM1681* NAD 83(1996)-  42 29 38.61954(N)    096 24 55.50880(W)     ADJUSTED  
 NM1681* NAVD 88     -                                                        
 NM1681  ___________________________________________________________________
 NM1681  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 NM1681  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 NM1681
 NM1681  HORZ ORDER  -  THIRD
 NM1681
 NM1681.The horizontal coordinates were established by classical geodetic methods
 NM1681.and adjusted by the National Geodetic Survey in May 1999..
 NM1681
 NM1681
 NM1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1681
 NM1681.The geoid height was determined by GEOID03.
 NM1681
 NM1681;                    North         East     Units Scale Factor Converg.
 NM1681;SPC IA N     - 1,114,548.386 1,260,392.252   MT  0.99994994   -1 58 33.3
 NM1681;SPC NE       -   301,529.985   794,535.768   MT  0.99980751   +2 22 31.8
 NM1681;SPC SD S     -    25,452.049   921,991.122   MT  1.00009755   +2 42 10.0
 NM1681;SPC SD S     -    83,503.93  3,024,899.21   sFT  1.00009755   +2 42 10.0
 NM1681;UTM  14      - 4,707,870.777   712,391.527   MT  1.00015504   +1 44 47.7
 NM1681
 NM1681                          SUPERSEDED SURVEY CONTROL
 NM1681
 NM1681  NAD 83(1996)-  42 29 38.61954(N)    096 24 55.50880(W) AD(       ) 4
 NM1681  NAD 83(1996)-  42 29 38.61955(N)    096 24 55.50879(W) AD(       ) 4
 NM1681  NAD 83(1996)-  42 29 38.61927(N)    096 24 55.50946(W) AD(       ) 4
 NM1681  NAD 83(1986)-  42 29 38.62276(N)    096 24 55.50944(W) AD(       ) 4
 NM1681  NAD 27      -  42 29 38.64800(N)    096 24 54.39800(W) AD(       ) 3
 NM1681
 NM1681.Superseded values are not recommended for survey control.
 NM1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1681.See file dsdata.txt to determine how the superseded data were derived.
 NM1681
 NM1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1239207871(NAD 83)
 NM1681_MARKER: 42 = RADIO/TV MAST
 NM1681
 NM1681  HISTORY     - Date     Condition        Report By
 NM1681  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1681
 NM1681                          STATION DESCRIPTION
 NM1681
 NM1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1681'THE STATION IS LOCATED IN THE SOUTHWEST PART OF SIOUX CITY
 NM1681'OVERLOOKING THE MISSOURI RIVER TO THE SOUTH AND IN THE NORTHEAST
 NM1681'ANGLE OF THE INTERSECTION OF WEST FIRST AND BLUFF STREETS.
 NM1681'
 NM1681'THE MAST IS OF STEEL CONSTRUCTION, 90 FEET HIGH, PAINTED
 NM1681'RED AND WHITE AND HAS TWO RED OBSTRUCTION LIGHTS ON THE TOP.
 NM1681'
 NM1681'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1682 ***********************************************************************
 NM1682  DESIGNATION -  SIOUX CITY KSCJ N RADIO MAST
 NM1682  PID         -  NM1682
 NM1682  STATE/COUNTY-  IA/WOODBURY
 NM1682  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1682
 NM1682                         *CURRENT SURVEY CONTROL
 NM1682  ___________________________________________________________________
 NM1682* NAD 83(1996)-  42 29 39.10335(N)    096 24 55.76230(W)     ADJUSTED  
 NM1682* NAVD 88     -                                                        
 NM1682  ___________________________________________________________________
 NM1682  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 NM1682  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 NM1682
 NM1682  HORZ ORDER  -  THIRD
 NM1682
 NM1682.The horizontal coordinates were established by classical geodetic methods
 NM1682.and adjusted by the National Geodetic Survey in May 1999..
 NM1682
 NM1682
 NM1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1682
 NM1682.The geoid height was determined by GEOID03.
 NM1682
 NM1682;                    North         East     Units Scale Factor Converg.
 NM1682;SPC IA N     - 1,114,563.504 1,260,386.981   MT  0.99994993   -1 58 33.4
 NM1682;SPC NE       -   301,544.658   794,529.366   MT  0.99980755   +2 22 31.6
 NM1682;SPC SD S     -    25,466.690   921,984.635   MT  1.00009750   +2 42 09.8
 NM1682;SPC SD S     -    83,551.97  3,024,877.92   sFT  1.00009750   +2 42 09.8
 NM1682;UTM  14      - 4,707,885.524   712,385.285   MT  1.00015501   +1 44 47.5
 NM1682
 NM1682                          SUPERSEDED SURVEY CONTROL
 NM1682
 NM1682  NAD 83(1996)-  42 29 39.10335(N)    096 24 55.76230(W) AD(       ) 4
 NM1682  NAD 83(1996)-  42 29 39.10332(N)    096 24 55.76222(W) AD(       ) 4
 NM1682  NAD 83(1996)-  42 29 39.10341(N)    096 24 55.76335(W) AD(       ) 4
 NM1682  NAD 83(1986)-  42 29 39.10662(N)    096 24 55.76268(W) AD(       ) 4
 NM1682  NAD 27      -  42 29 39.12700(N)    096 24 54.65000(W) AD(       ) 3
 NM1682
 NM1682.Superseded values are not recommended for survey control.
 NM1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1682.See file dsdata.txt to determine how the superseded data were derived.
 NM1682
 NM1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1238507886(NAD 83)
 NM1682_MARKER: 42 = RADIO/TV MAST
 NM1682
 NM1682  HISTORY     - Date     Condition        Report By
 NM1682  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1682
 NM1682                          STATION DESCRIPTION
 NM1682
 NM1682'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1685 ***********************************************************************
 NM1685  DESIGNATION -  SIOUX CITY KSCJ S RADIO MAST
 NM1685  PID         -  NM1685
 NM1685  STATE/COUNTY-  IA/WOODBURY
 NM1685  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1685
 NM1685                         *CURRENT SURVEY CONTROL
 NM1685  ___________________________________________________________________
 NM1685* NAD 83(1996)-  42 29 37.37635(N)    096 24 55.84185(W)     ADJUSTED  
 NM1685* NAVD 88     -                                                        
 NM1685  ___________________________________________________________________
 NM1685  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 NM1685  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 NM1685
 NM1685  HORZ ORDER  -  THIRD
 NM1685
 NM1685.The horizontal coordinates were established by classical geodetic methods
 NM1685.and adjusted by the National Geodetic Survey in May 1999..
 NM1685
 NM1685
 NM1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1685
 NM1685.The geoid height was determined by GEOID03.
 NM1685
 NM1685;                    North         East     Units Scale Factor Converg.
 NM1685;SPC IA N     - 1,114,510.312 1,260,383.329   MT  0.99994995   -1 58 33.5
 NM1685;SPC NE       -   301,491.350   794,529.760   MT  0.99980740   +2 22 31.5
 NM1685;SPC SD S     -    25,413.369   921,985.333   MT  1.00009766   +2 42 09.8
 NM1685;SPC SD S     -    83,377.03  3,024,880.21   sFT  1.00009766   +2 42 09.8
 NM1685;UTM  14      - 4,707,832.196   712,385.093   MT  1.00015501   +1 44 47.4
 NM1685
 NM1685                          SUPERSEDED SURVEY CONTROL
 NM1685
 NM1685  NAD 83(1996)-  42 29 37.37635(N)    096 24 55.84186(W) AD(       ) 4
 NM1685  NAD 83(1996)-  42 29 37.37632(N)    096 24 55.84178(W) AD(       ) 4
 NM1685  NAD 83(1996)-  42 29 37.37641(N)    096 24 55.84290(W) AD(       ) 4
 NM1685  NAD 83(1986)-  42 29 37.37964(N)    096 24 55.84223(W) AD(       ) 4
 NM1685  NAD 27      -  42 29 37.40000(N)    096 24 54.73000(W) AD(       ) 3
 NM1685
 NM1685.Superseded values are not recommended for survey control.
 NM1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1685.See file dsdata.txt to determine how the superseded data were derived.
 NM1685
 NM1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1238507832(NAD 83)
 NM1685_MARKER: 42 = RADIO/TV MAST
 NM1685
 NM1685  HISTORY     - Date     Condition        Report By
 NM1685  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1685
 NM1685                          STATION DESCRIPTION
 NM1685
 NM1685'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1684 ***********************************************************************
 NM1684  DESIGNATION -  SIOUX CITY KTRI RADIO MAST
 NM1684  PID         -  NM1684
 NM1684  STATE/COUNTY-  IA/WOODBURY
 NM1684  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1684
 NM1684                         *CURRENT SURVEY CONTROL
 NM1684  ___________________________________________________________________
 NM1684* NAD 83(1996)-  42 29 45.68720(N)    096 24 10.88541(W)     ADJUSTED  
 NM1684* NAVD 88     -                                                        
 NM1684  ___________________________________________________________________
 NM1684  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 NM1684  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 NM1684
 NM1684  HORZ ORDER  -  THIRD
 NM1684
 NM1684.The horizontal coordinates were established by classical geodetic methods
 NM1684.and adjusted by the National Geodetic Survey in May 1999..
 NM1684
 NM1684
 NM1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1684
 NM1684.The geoid height was determined by GEOID03.
 NM1684
 NM1684;                    North         East     Units Scale Factor Converg.
 NM1684;SPC IA N     - 1,114,731.271 1,261,418.069   MT  0.99994983   -1 58 03.0
 NM1684;SPC NE       -   301,790.137   795,544.609   MT  0.99980810   +2 23 01.3
 NM1684;SPC SD S     -    25,718.039   922,998.752   MT  1.00009688   +2 42 40.8
 NM1684;SPC SD S     -    84,376.60  3,028,205.07   sFT  1.00009688   +2 42 40.8
 NM1684;UTM  14      - 4,708,119.928   713,403.517   MT  1.00016035   +1 45 18.1
 NM1684
 NM1684                          SUPERSEDED SURVEY CONTROL
 NM1684
 NM1684  NAD 83(1996)-  42 29 45.68720(N)    096 24 10.88541(W) AD(       ) 4
 NM1684  NAD 83(1996)-  42 29 45.68719(N)    096 24 10.88541(W) AD(       ) 4
 NM1684  NAD 83(1996)-  42 29 45.68700(N)    096 24 10.88604(W) AD(       ) 4
 NM1684  NAD 83(1986)-  42 29 45.69037(N)    096 24 10.88610(W) AD(       ) 4
 NM1684  NAD 27      -  42 29 45.71100(N)    096 24 09.78100(W) AD(       ) 3
 NM1684
 NM1684.Superseded values are not recommended for survey control.
 NM1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1684.See file dsdata.txt to determine how the superseded data were derived.
 NM1684
 NM1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1340408120(NAD 83)
 NM1684_MARKER: 42 = RADIO/TV MAST
 NM1684
 NM1684  HISTORY     - Date     Condition        Report By
 NM1684  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1684
 NM1684                          STATION DESCRIPTION
 NM1684
 NM1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1684'THE STATION IS LOCATED ON TOP OF THE COMMERCE BUILDING AT 6TH
 NM1684'AND NEBRASKA IN DOWNTOWN SIOUX CITY.
 NM1684'
 NM1684'THE MAST IS OF STEEL CONSTRUCTION, PAINTED RED AND WHITE WITH
 NM1684'RED OBSTRUCTION LIGHT AT THE TOP AND 165 FEET ABOVE THE TOP
 NM1684'OF THE BUILDING.  THE BUILDING IS 80 FEET HIGH.
 NM1684'
 NM1684'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1642 ***********************************************************************
 NM1642  DESIGNATION -  SIOUX CITY MAIN ST PUMP C STK
 NM1642  PID         -  NM1642
 NM1642  STATE/COUNTY-  IA/WOODBURY
 NM1642  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM1642
 NM1642                         *CURRENT SURVEY CONTROL
 NM1642  ___________________________________________________________________
 NM1642* NAD 83(1996)-  42 30 02.37757(N)    096 24 53.21621(W)     ADJUSTED  
 NM1642* NAVD 88     -                                                        
 NM1642  ___________________________________________________________________
 NM1642  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 NM1642  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 NM1642
 NM1642  HORZ ORDER  -  THIRD
 NM1642
 NM1642.The horizontal coordinates were established by classical geodetic methods
 NM1642.and adjusted by the National Geodetic Survey in May 1999..
 NM1642
 NM1642
 NM1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1642
 NM1642.The geoid height was determined by GEOID03.
 NM1642
 NM1642;                    North         East     Units Scale Factor Converg.
 NM1642;SPC IA N     - 1,115,279.195 1,260,469.839   MT  0.99994960   -1 58 31.7
 NM1642;SPC NE       -   302,264.471   794,557.680   MT  0.99980951   +2 22 33.3
 NM1642;SPC SD S     -    26,186.860   922,008.843   MT  1.00009532   +2 42 11.6
 NM1642;SPC SD S     -    85,914.72  3,024,957.35   sFT  1.00009532   +2 42 11.6
 NM1642;UTM  14      - 4,708,605.232   712,421.508   MT  1.00015520   +1 44 50.0
 NM1642
 NM1642                          SUPERSEDED SURVEY CONTROL
 NM1642
 NM1642  NAD 83(1996)-  42 30 02.37757(N)    096 24 53.21622(W) AD(       ) 4
 NM1642  NAD 83(1996)-  42 30 02.37752(N)    096 24 53.21612(W) AD(       ) 4
 NM1642  NAD 83(1996)-  42 30 02.37751(N)    096 24 53.21721(W) AD(       ) 4
 NM1642  NAD 83(1986)-  42 30 02.38061(N)    096 24 53.21661(W) AD(       ) 4
 NM1642  NAD 27      -  42 30 02.40100(N)    096 24 52.10600(W) AD(       ) 3
 NM1642
 NM1642.Superseded values are not recommended for survey control.
 NM1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1642.See file dsdata.txt to determine how the superseded data were derived.
 NM1642
 NM1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1242208605(NAD 83)
 NM1642_MARKER: 63 = STACK
 NM1642
 NM1642  HISTORY     - Date     Condition        Report By
 NM1642  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1642
 NM1642                          STATION DESCRIPTION
 NM1642
 NM1642'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1686 ***********************************************************************
 NM1686  DESIGNATION -  SIOUX CITY MOORE GROCERY TK FP
 NM1686  PID         -  NM1686
 NM1686  STATE/COUNTY-  IA/WOODBURY
 NM1686  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1686
 NM1686                         *CURRENT SURVEY CONTROL
 NM1686  ___________________________________________________________________
 NM1686* NAD 83(1996)-  42 29 36.02306(N)    096 24 21.15447(W)     ADJUSTED  
 NM1686* NAVD 88     -                                                        
 NM1686  ___________________________________________________________________
 NM1686  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 NM1686  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 NM1686
 NM1686  HORZ ORDER  -  THIRD
 NM1686
 NM1686.The horizontal coordinates were established by classical geodetic methods
 NM1686.and adjusted by the National Geodetic Survey in May 1999..
 NM1686
 NM1686
 NM1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1686
 NM1686.The geoid height was determined by GEOID03.
 NM1686
 NM1686;                    North         East     Units Scale Factor Converg.
 NM1686;SPC IA N     - 1,114,441.316 1,261,173.483   MT  0.99994997   -1 58 10.0
 NM1686;SPC NE       -   301,482.504   795,322.758   MT  0.99980729   +2 22 54.5
 NM1686;SPC SD S     -    25,409.054   922,778.599   MT  1.00009779   +2 42 33.7
 NM1686;SPC SD S     -    83,362.87  3,027,482.79   sFT  1.00009779   +2 42 33.7
 NM1686;UTM  14      - 4,707,814.641   713,178.224   MT  1.00015916   +1 45 10.8
 NM1686
 NM1686                          SUPERSEDED SURVEY CONTROL
 NM1686
 NM1686  NAD 83(1996)-  42 29 36.02307(N)    096 24 21.15447(W) AD(       ) 4
 NM1686  NAD 83(1996)-  42 29 36.02303(N)    096 24 21.15440(W) AD(       ) 4
 NM1686  NAD 83(1996)-  42 29 36.02306(N)    096 24 21.15551(W) AD(       ) 4
 NM1686  NAD 83(1986)-  42 29 36.02618(N)    096 24 21.15479(W) AD(       ) 4
 NM1686  NAD 27      -  42 29 36.04700(N)    096 24 20.04500(W) AD(       ) 3
 NM1686
 NM1686.Superseded values are not recommended for survey control.
 NM1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1686.See file dsdata.txt to determine how the superseded data were derived.
 NM1686
 NM1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1317807815(NAD 83)
 NM1686_MARKER: 51 = TANK
 NM1686
 NM1686  HISTORY     - Date     Condition        Report By
 NM1686  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1686
 NM1686                          STATION DESCRIPTION
 NM1686
 NM1686'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1670 ***********************************************************************
 NM1670  DESIGNATION -  SIOUX CITY MORNINGSIDE MUN TK
 NM1670  PID         -  NM1670
 NM1670  STATE/COUNTY-  IA/WOODBURY
 NM1670  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM1670
 NM1670                         *CURRENT SURVEY CONTROL
 NM1670  ___________________________________________________________________
 NM1670* NAD 83(1996)-  42 28 49.00301(N)    096 22 16.03314(W)     ADJUSTED  
 NM1670* NAVD 88     -                                                        
 NM1670  ___________________________________________________________________
 NM1670  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 NM1670  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 NM1670
 NM1670  HORZ ORDER  -  THIRD
 NM1670
 NM1670.The horizontal coordinates were established by classical geodetic methods
 NM1670.and adjusted by the National Geodetic Survey in May 1999..
 NM1670
 NM1670
 NM1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1670
 NM1670.The geoid height was determined by GEOID03.
 NM1670
 NM1670;                    North         East     Units Scale Factor Converg.
 NM1670;SPC IA N     - 1,112,893.759 1,263,979.616   MT  0.99995069   -1 56 45.2
 NM1670;SPC NE       -   300,152.491   798,237.788   MT  0.99980337   +2 24 17.5
 NM1670;SPC SD S     -    24,095.364   925,702.058   MT  1.00010223   +2 44 00.0
 NM1670;SPC SD S     -    79,052.87  3,037,074.17   sFT  1.00010223   +2 44 00.0
 NM1670;UTM  14      - 4,706,452.225   716,079.531   MT  1.00017449   +1 46 33.8
 NM1670
 NM1670                          SUPERSEDED SURVEY CONTROL
 NM1670
 NM1670  NAD 83(1996)-  42 28 49.00302(N)    096 22 16.03315(W) AD(       ) 4
 NM1670  NAD 83(1996)-  42 28 49.00301(N)    096 22 16.03324(W) AD(       ) 4
 NM1670  NAD 83(1996)-  42 28 49.00301(N)    096 22 16.03419(W) AD(       ) 4
 NM1670  NAD 83(1986)-  42 28 49.00618(N)    096 22 16.03387(W) AD(       ) 4
 NM1670  NAD 27      -  42 28 49.02600(N)    096 22 14.92300(W) AD(       ) 3
 NM1670
 NM1670.Superseded values are not recommended for survey control.
 NM1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1670.See file dsdata.txt to determine how the superseded data were derived.
 NM1670
 NM1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1608006452(NAD 83)
 NM1670_MARKER: 53 = ELEVATED TANK
 NM1670
 NM1670  HISTORY     - Date     Condition        Report By
 NM1670  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1670  HISTORY     - 1948     GOOD             CGS
 NM1670  HISTORY     - 1962     GOOD             CGS
 NM1670
 NM1670                          STATION DESCRIPTION
 NM1670
 NM1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1670'THE STATION IS LOCATED IN THE MORNINGSIDE ADDITION OF SIOUX
 NM1670'CITY IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF MACOMB
 NM1670'AVENUE AND SO. RUSTIN STREET.
 NM1670'
 NM1670'THE TANK IS OF STEEL CONSTRUCTION, 130 FEET HIGH, 6-LEGGED
 NM1670'AND THE LEGS ARE PAINTED BLACK AND THE TANK IS PAINTED SILVER.
 NM1670'
 NM1670'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 NM1670
 NM1670                          STATION RECOVERY (1962)
 NM1670
 NM1670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 NM1670'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1934 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1672 ***********************************************************************
 NM1672  DESIGNATION -  SIOUX CITY MORNINGSIDE HS STK
 NM1672  PID         -  NM1672
 NM1672  STATE/COUNTY-  IA/WOODBURY
 NM1672  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM1672
 NM1672                         *CURRENT SURVEY CONTROL
 NM1672  ___________________________________________________________________
 NM1672* NAD 83(1996)-  42 28 29.26963(N)    096 21 25.27514(W)     ADJUSTED  
 NM1672* NAVD 88     -                                                        
 NM1672  ___________________________________________________________________
 NM1672  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 NM1672  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 NM1672
 NM1672  HORZ ORDER  -  THIRD
 NM1672
 NM1672.The horizontal coordinates were established by classical geodetic methods
 NM1672.and adjusted by the National Geodetic Survey in May 1999..
 NM1672
 NM1672
 NM1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1672
 NM1672.The geoid height was determined by GEOID03.
 NM1672
 NM1672;                    North         East     Units Scale Factor Converg.
 NM1672;SPC IA N     - 1,112,245.971 1,265,117.645   MT  0.99995101   -1 56 10.8
 NM1672;SPC NE       -   299,592.983   799,421.504   MT  0.99980174   +2 24 51.1
 NM1672;SPC SD S     -    23,542.490   926,889.320   MT  1.00010412   +2 44 35.0
 NM1672;SPC SD S     -    77,238.99  3,040,969.38   sFT  1.00010412   +2 44 35.0
 NM1672;UTM  14      - 4,705,879.546   717,257.477   MT  1.00018077   +1 47 07.5
 NM1672
 NM1672                          SUPERSEDED SURVEY CONTROL
 NM1672
 NM1672  NAD 83(1996)-  42 28 29.26964(N)    096 21 25.27514(W) AD(       ) 4
 NM1672  NAD 83(1996)-  42 28 29.26964(N)    096 21 25.27521(W) AD(       ) 4
 NM1672  NAD 83(1996)-  42 28 29.26965(N)    096 21 25.27637(W) AD(       ) 4
 NM1672  NAD 83(1986)-  42 28 29.27254(N)    096 21 25.27596(W) AD(       ) 4
 NM1672  NAD 27      -  42 28 29.29400(N)    096 21 24.16800(W) AD(       ) 3
 NM1672
 NM1672.Superseded values are not recommended for survey control.
 NM1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1672.See file dsdata.txt to determine how the superseded data were derived.
 NM1672
 NM1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1725705880(NAD 83)
 NM1672_MARKER: 63 = STACK
 NM1672
 NM1672  HISTORY     - Date     Condition        Report By
 NM1672  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1672  HISTORY     - 1948     GOOD             CGS
 NM1672
 NM1672                          STATION DESCRIPTION
 NM1672
 NM1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1672'THE STATION IS LOCATED IN THE MORNINGSIDE ADDITION OF SIOUX
 NM1672'CITY JUST EAST OF THE INTERSECTION OF MORNINGSIDE AVENUE
 NM1672'AND GARRETSON AVENUE.
 NM1672'
 NM1672'THE STACK IS OF BRICK CONSTRUCTION, 50 FEET HIGH AND 4 FEET IN
 NM1672'DIAMETER.  THE STACK IS ON THE EAST SIDE OF THE SCHOOL BUILDING.
 NM1672'
 NM1672'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1675 ***********************************************************************
 NM1675  DESIGNATION -  SIOUX CITY MUN APT BCN
 NM1675  PID         -  NM1675
 NM1675  STATE/COUNTY-  IA/WOODBURY
 NM1675  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM1675
 NM1675                         *CURRENT SURVEY CONTROL
 NM1675  ___________________________________________________________________
 NM1675* NAD 83(1996)-  42 24 22.44220(N)    096 22 14.74839(W)     ADJUSTED  
 NM1675* NAVD 88     -                                                        
 NM1675  ___________________________________________________________________
 NM1675  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 NM1675  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 NM1675
 NM1675  HORZ ORDER  -  THIRD
 NM1675
 NM1675.This mark is at Sioux Gateway Airport (SUX)
 NM1675
 NM1675.The horizontal coordinates were established by classical geodetic methods
 NM1675.and adjusted by the National Geodetic Survey in May 1999..
 NM1675
 NM1675
 NM1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1675
 NM1675.The geoid height was determined by GEOID03.
 NM1675
 NM1675;                    North         East     Units Scale Factor Converg.
 NM1675;SPC IA N     - 1,104,672.868 1,263,729.704   MT  0.99995572   -1 56 44.3
 NM1675;SPC NE       -   291,937.649   798,612.187   MT  0.99978215   +2 24 18.3
 NM1675;UTM  14      - 4,698,230.618   716,363.685   MT  1.00017601   +1 46 25.7
 NM1675
 NM1675                          SUPERSEDED SURVEY CONTROL
 NM1675
 NM1675  NAD 83(1996)-  42 24 22.44221(N)    096 22 14.74840(W) AD(       ) 4
 NM1675  NAD 83(1996)-  42 24 22.44248(N)    096 22 14.74882(W) AD(       ) 4
 NM1675  NAD 83(1996)-  42 24 22.44230(N)    096 22 14.75026(W) AD(       ) 4
 NM1675  NAD 83(1986)-  42 24 22.44720(N)    096 22 14.75726(W) AD(       ) 4
 NM1675  NAD 27      -  42 24 22.46827(N)    096 22 13.64519(W) AD(       ) 3
 NM1675
 NM1675.Superseded values are not recommended for survey control.
 NM1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1675.See file dsdata.txt to determine how the superseded data were derived.
 NM1675
 NM1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1636498231(NAD 83)
 NM1675_MARKER: 21 = AIRPORT BEACON
 NM1675
 NM1675  HISTORY     - Date     Condition        Report By
 NM1675  HISTORY     - 1962     FIRST OBSERVED   CGS
 NM1675  HISTORY     - 19920615 GOOD             CGS
 NM1675
 NM1675                          STATION DESCRIPTION
 NM1675
 NM1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JVT)
 NM1675'THE STATION IS LOCATED AT THE SIOUX CITY AIRPORT, ON THE GROUNDS OF
 NM1675'THE SIOUX CITY AIR FORCE BASE, ON THE TOP AND CENTER OF THE BASE
 NM1675'WATER TANK, AND NEAR THE NORTHEAST GATE OF THE BASE.  THE STATION IS
 NM1675'THE CENTER OF THE SHAFT OF THE ROTARY LIGHT.  THE TOP ELEVATION
 NM1675'OF THE BEACON IS 1248.8 FEET.
 NM1675
 NM1675                          STATION RECOVERY (1992)
 NM1675
 NM1675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1992
 NM1675'THE STATION IS LOCATED AT THE SIOUX CITY MUNI AIRPORT, IN THE AREA OF
 NM1675'THE AIR FORCE BASE, IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF
 NM1675'KEOKUK AVE AND MACARTHUR STREET.  THE BEACON LIGHT IS MOUNTED ON THE
 NM1675'TOP OF A WATER TANK THAT IS PAINTED IN A RED AND WHITE CHECKERBOARD
 NM1675'MANNER AND IS SUPPORTED BY 8-LEGGED STEEL STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1692 ***********************************************************************
 NM1692  DESIGNATION -  SIOUX CITY MUN APT CONTROL TWR
 NM1692  PID         -  NM1692
 NM1692  STATE/COUNTY-  IA/WOODBURY
 NM1692  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1692
 NM1692                         *CURRENT SURVEY CONTROL
 NM1692  ___________________________________________________________________
 NM1692* NAD 83(1996)-  42 24 03.40921(N)    096 22 39.80404(W)     ADJUSTED  
 NM1692* NAVD 88     -                                                        
 NM1692  ___________________________________________________________________
 NM1692  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 NM1692  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 NM1692
 NM1692  HORZ ORDER  -  THIRD
 NM1692
 NM1692.This mark is at Sioux Gateway Airport (SUX)
 NM1692
 NM1692.The horizontal coordinates were established by classical geodetic methods
 NM1692.and adjusted by the National Geodetic Survey in May 1999..
 NM1692
 NM1692
 NM1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1692
 NM1692.The geoid height was determined by GEOID03.
 NM1692
 NM1692;                    North         East     Units Scale Factor Converg.
 NM1692;SPC IA N     - 1,104,105.430 1,263,137.123   MT  0.99995615   -1 57 01.3
 NM1692;SPC NE       -   291,326.998   798,064.456   MT  0.99978070   +2 24 01.7
 NM1692;SPC SD S     -    15,266.160   925,579.273   MT  1.00013033   +2 43 43.6
 NM1692;SPC SD S     -    50,085.73  3,036,671.33   sFT  1.00013033   +2 43 43.6
 NM1692;UTM  14      - 4,697,625.802   715,809.041   MT  1.00017306   +1 46 08.1
 NM1692
 NM1692                          SUPERSEDED SURVEY CONTROL
 NM1692
 NM1692  NAD 83(1996)-  42 24 03.40921(N)    096 22 39.80404(W) AD(       ) 4
 NM1692  NAD 83(1996)-  42 24 03.40923(N)    096 22 39.80410(W) AD(       ) 4
 NM1692  NAD 83(1996)-  42 24 03.40943(N)    096 22 39.80450(W) AD(       ) 4
 NM1692  NAD 83(1986)-  42 24 03.41273(N)    096 22 39.80439(W) AD(       ) 4
 NM1692  NAD 27      -  42 24 03.43100(N)    096 22 38.69100(W) AD(       ) 3
 NM1692
 NM1692.Superseded values are not recommended for survey control.
 NM1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1692.See file dsdata.txt to determine how the superseded data were derived.
 NM1692
 NM1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1580997626(NAD 83)
 NM1692_MARKER: 58 = CONTROL TOWER
 NM1692
 NM1692  HISTORY     - Date     Condition        Report By
 NM1692  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1692  HISTORY     - 1962     SEE DESCRIPTION  CGS
 NM1692
 NM1692                          STATION DESCRIPTION
 NM1692
 NM1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1692'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHEAST OF SIOUX
 NM1692'CITY AND 1/4 MILE WEST OF SERGEANT BLUFF ON THE SIOUX CITY
 NM1692'MUNICIPAL AIRPORT.
 NM1692'
 NM1692'THE TOWER IS A GLASS HOUSE ERECTED ON FOUR STEEL LEGS WHICH ARE
 NM1692'30 FEET APART AT THE BASE.  THE TOWER IS 133 FEET HIGH.
 NM1692'
 NM1692'THE POINT INTERSECTED WAS THE APEX OF THE ROOF FOR THE GLASS
 NM1692'HOUSE.
 NM1692
 NM1692                          STATION RECOVERY (1962)
 NM1692
 NM1692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 NM1692'THIS STATION WAS DESTROYED IN 1953 WHEN A NEW CONTROL TOWER
 NM1692'WAS BUILT AT THE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1647 ***********************************************************************
 NM1647  DESIGNATION -  SIOUX CITY N JR HIGH SCH STACK
 NM1647  PID         -  NM1647
 NM1647  STATE/COUNTY-  IA/WOODBURY
 NM1647  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM1647
 NM1647                         *CURRENT SURVEY CONTROL
 NM1647  ___________________________________________________________________
 NM1647* NAD 83(1996)-  42 31 00.24614(N)    096 24 15.34275(W)     ADJUSTED  
 NM1647* NAVD 88     -                                                        
 NM1647  ___________________________________________________________________
 NM1647  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 NM1647  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 NM1647
 NM1647  HORZ ORDER  -  THIRD
 NM1647
 NM1647.The horizontal coordinates were established by classical geodetic methods
 NM1647.and adjusted by the National Geodetic Survey in May 1999..
 NM1647
 NM1647
 NM1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1647
 NM1647.The geoid height was determined by GEOID03.
 NM1647
 NM1647;                    North         East     Units Scale Factor Converg.
 NM1647;SPC IA N     - 1,117,033.914 1,261,395.370   MT  0.99994882   -1 58 06.1
 NM1647;SPC NE       -   304,084.104   795,347.300   MT  0.99981444   +2 22 58.4
 NM1647;SPC SD S     -    28,011.488   922,788.270   MT  1.00008995   +2 42 37.7
 NM1647;SPC SD S     -    91,901.02  3,027,514.52   sFT  1.00008995   +2 42 37.7
 NM1647;UTM  14      - 4,710,416.722   713,231.316   MT  1.00015944   +1 45 17.5
 NM1647
 NM1647                          SUPERSEDED SURVEY CONTROL
 NM1647
 NM1647  NAD 83(1996)-  42 31 00.24614(N)    096 24 15.34275(W) AD(       ) 4
 NM1647  NAD 83(1996)-  42 31 00.24608(N)    096 24 15.34265(W) AD(       ) 4
 NM1647  NAD 83(1996)-  42 31 00.24598(N)    096 24 15.34385(W) AD(       ) 4
 NM1647  NAD 83(1986)-  42 31 00.24914(N)    096 24 15.34305(W) AD(       ) 4
 NM1647  NAD 27      -  42 31 00.26900(N)    096 24 14.23400(W) AD(       ) 3
 NM1647
 NM1647.Superseded values are not recommended for survey control.
 NM1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1647.See file dsdata.txt to determine how the superseded data were derived.
 NM1647
 NM1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1323110417(NAD 83)
 NM1647_MARKER: 63 = STACK
 NM1647
 NM1647  HISTORY     - Date     Condition        Report By
 NM1647  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1647
 NM1647                          STATION DESCRIPTION
 NM1647
 NM1647'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1645 ***********************************************************************
 NM1645  DESIGNATION -  SIOUX CITY RIVERSIDE GAS STK
 NM1645  PID         -  NM1645
 NM1645  STATE/COUNTY-  IA/WOODBURY
 NM1645  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM1645
 NM1645                         *CURRENT SURVEY CONTROL
 NM1645  ___________________________________________________________________
 NM1645* NAD 83(1996)-  42 30 38.25509(N)    096 28 37.95302(W)     ADJUSTED  
 NM1645* NAVD 88     -                                                        
 NM1645  ___________________________________________________________________
 NM1645  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 NM1645  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 NM1645
 NM1645  HORZ ORDER  -  THIRD
 NM1645
 NM1645.The horizontal coordinates were established by classical geodetic methods
 NM1645.and adjusted by the National Geodetic Survey in May 1999..
 NM1645
 NM1645
 NM1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1645
 NM1645.The geoid height was determined by GEOID03.
 NM1645
 NM1645;                    North         East     Units Scale Factor Converg.
 NM1645;SPC IA N     - 1,116,564.276 1,255,380.815   MT  0.99994911   -2 01 04.0
 NM1645;SPC NE       -   303,159.562   789,386.530   MT  0.99981255   +2 20 04.4
 NM1645;SPC SD S     -    27,052.717   916,831.214   MT  1.00009198   +2 39 36.6
 NM1645;SPC SD S     -    88,755.46  3,007,970.41   sFT  1.00009198   +2 39 36.6
 NM1645;UTM  14      - 4,709,557.348   707,258.788   MT  1.00012854   +1 42 19.2
 NM1645
 NM1645                          SUPERSEDED SURVEY CONTROL
 NM1645
 NM1645  NAD 83(1996)-  42 30 38.25509(N)    096 28 37.95302(W) AD(       ) 4
 NM1645  NAD 83(1996)-  42 30 38.25506(N)    096 28 37.95300(W) AD(       ) 4
 NM1645  NAD 83(1996)-  42 30 38.25494(N)    096 28 37.95341(W) AD(       ) 4
 NM1645  NAD 83(1986)-  42 30 38.25846(N)    096 28 37.95346(W) AD(       ) 4
 NM1645  NAD 27      -  42 30 38.28500(N)    096 28 36.84100(W) AD(       ) 3
 NM1645
 NM1645.Superseded values are not recommended for survey control.
 NM1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1645.See file dsdata.txt to determine how the superseded data were derived.
 NM1645
 NM1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0725909557(NAD 83)
 NM1645_MARKER: 63 = STACK
 NM1645
 NM1645  HISTORY     - Date     Condition        Report By
 NM1645  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1645
 NM1645                          STATION DESCRIPTION
 NM1645
 NM1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1645'STATION IS LOCATED IN THE RIVERSIDE ADDITION OF SIOUX CITY
 NM1645'ABOUT 100 YARDS WEST OF U.S. HIGHWAY 77.  IT IS ABOUT 1 MILE
 NM1645'NORTH OF RIVERVIEW PARK.
 NM1645'
 NM1645'THE STACK IS OF BRICK CONSTRUCTION, 18 FEET IN DIAMETER AT THE
 NM1645'BASE AND ABOUT 250 FEET HIGH.  IT IS A RED BRICK.
 NM1645'
 NM1645'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 NM1645'
 NM1645'TO REACH THE STATION FROM THE POST OFFICE IN SIOUX CITY, GO
 NM1645'WEST TWO BLOCKS TO THE JUNCTION OF HIGHWAYS 12, 29 AND 77.
 NM1645'CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 77 FOR 3.7 MILES TO
 NM1645'RIVERVIEW PARK ON THE LEFT.  CONTINUE ON U.S. HIGHWAY 77 FOR 1.1
 NM1645'MILES TO THE INTERSECTION OF RIVERSIDE AND BRUNER AVENUES.  TURN
 NM1645'LEFT ON BRUNER AVENUE AND GO WEST 0.2 MILE TO THE STACK ON THE
 NM1645'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1676 ***********************************************************************
 NM1676  DESIGNATION -  SIOUX CITY SAGE WATER TANK
 NM1676  PID         -  NM1676
 NM1676  STATE/COUNTY-  IA/WOODBURY
 NM1676  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM1676
 NM1676                         *CURRENT SURVEY CONTROL
 NM1676  ___________________________________________________________________
 NM1676* NAD 83(1996)-  42 23 56.24052(N)    096 22 21.75565(W)     ADJUSTED  
 NM1676* NAVD 88     -                                                        
 NM1676  ___________________________________________________________________
 NM1676  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 NM1676  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 NM1676
 NM1676  HORZ ORDER  -  THIRD
 NM1676
 NM1676.This mark is at Sioux Gateway Airport (SUX)
 NM1676
 NM1676.The horizontal coordinates were established by classical geodetic methods
 NM1676.and adjusted by the National Geodetic Survey in May 1999..
 NM1676
 NM1676
 NM1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1676
 NM1676.The geoid height was determined by GEOID03.
 NM1676
 NM1676;                    North         East     Units Scale Factor Converg.
 NM1676;SPC IA N     - 1,103,870.336 1,263,542.101   MT  0.99995631   -1 56 49.1
 NM1676;SPC NE       -   291,123.341   798,486.028   MT  0.99978016   +2 24 13.7
 NM1676;UTM  14      - 4,697,417.428   716,228.507   MT  1.00017530   +1 46 20.1
 NM1676
 NM1676                          SUPERSEDED SURVEY CONTROL
 NM1676
 NM1676  NAD 83(1996)-  42 23 56.24052(N)    096 22 21.75565(W) AD(       ) 4
 NM1676  NAD 83(1996)-  42 23 56.24077(N)    096 22 21.75605(W) AD(       ) 4
 NM1676  NAD 83(1996)-  42 23 56.24064(N)    096 22 21.75767(W) AD(       ) 4
 NM1676  NAD 83(1986)-  42 23 56.24590(N)    096 22 21.76608(W) AD(       ) 4
 NM1676  NAD 27      -  42 23 56.26629(N)    096 22 20.65481(W) AD(       ) 3
 NM1676
 NM1676.Superseded values are not recommended for survey control.
 NM1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1676.See file dsdata.txt to determine how the superseded data were derived.
 NM1676
 NM1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1622997417(NAD 83)
 NM1676_MARKER: 53 = ELEVATED TANK
 NM1676
 NM1676  HISTORY     - Date     Condition        Report By
 NM1676  HISTORY     - 1962     FIRST OBSERVED   CGS
 NM1676  HISTORY     - 1979     GOOD             NGS
 NM1676
 NM1676                          STATION DESCRIPTION
 NM1676
 NM1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JVT)
 NM1676'THE STATION IS LOCATED AT THE SIOUX CITY MUNICIPAL AIRPORT, IN THE
 NM1676'SOUTHEAST QUADRANT OF THE INTERSECTION OF 9TH. STREET AND D-AVENUE,
 NM1676'AND NEAR THE NORTHWEST CORNER OF THE BUILDING OF THE SIOUX CITY AIR
 NM1676'DEFENSE SECTOR.  THE TOP ELEVATION OF THE TANK IS 1238.3 FEET.
 NM1676'THE STATION IS THE TOP AND CENTER OF THE VENT CAP.
 NM1676
 NM1676                          STATION RECOVERY (1979)
 NM1676
 NM1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 NM1676'STATION RECOVERED AS DESCRIBED.
 NM1676'
 NM1676'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.9 MILE WEST OF
 NM1676'SERGANT BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1639 ***********************************************************************
 NM1639  DESIGNATION -  SIOUX CITY ST ANTHONY ORPH STK
 NM1639  PID         -  NM1639
 NM1639  STATE/COUNTY-  IA/WOODBURY
 NM1639  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM1639
 NM1639                         *CURRENT SURVEY CONTROL
 NM1639  ___________________________________________________________________
 NM1639* NAD 83(1996)-  42 30 55.77037(N)    096 25 43.90394(W)     ADJUSTED  
 NM1639* NAVD 88     -                                                        
 NM1639  ___________________________________________________________________
 NM1639  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 NM1639  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 NM1639
 NM1639  HORZ ORDER  -  THIRD
 NM1639
 NM1639.The horizontal coordinates were established by classical geodetic methods
 NM1639.and adjusted by the National Geodetic Survey in May 1999..
 NM1639
 NM1639
 NM1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1639
 NM1639.The geoid height was determined by GEOID03.
 NM1639
 NM1639;                    North         East     Units Scale Factor Converg.
 NM1639;SPC IA N     - 1,116,965.624 1,259,370.309   MT  0.99994888   -1 59 06.1
 NM1639;SPC SD S     -    27,778.213   920,775.243   MT  1.00009037   +2 41 36.6
 NM1639;SPC SD S     -    91,135.69  3,020,910.11   sFT  1.00009037   +2 41 36.6
 NM1639;SPC NE       -   303,862.392   793,333.529   MT  0.99981405   +2 21 59.7
 NM1639;UTM  14      - 4,710,217.034   711,214.550   MT  1.00014891   +1 44 17.5
 NM1639
 NM1639                          SUPERSEDED SURVEY CONTROL
 NM1639
 NM1639  NAD 83(1996)-  42 30 55.77037(N)    096 25 43.90394(W) AD(       ) 4
 NM1639  NAD 83(1996)-  42 30 55.77031(N)    096 25 43.90381(W) AD(       ) 4
 NM1639  NAD 83(1996)-  42 30 55.77024(N)    096 25 43.90489(W) AD(       ) 4
 NM1639  NAD 83(1986)-  42 30 55.77354(N)    096 25 43.90430(W) AD(       ) 4
 NM1639  NAD 27      -  42 30 55.79400(N)    096 25 42.79100(W) AD(       ) 3
 NM1639
 NM1639.Superseded values are not recommended for survey control.
 NM1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1639.See file dsdata.txt to determine how the superseded data were derived.
 NM1639
 NM1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1121510217(NAD 83)
 NM1639_MARKER: 63 = STACK
 NM1639
 NM1639  HISTORY     - Date     Condition        Report By
 NM1639  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1639
 NM1639                          STATION DESCRIPTION
 NM1639
 NM1639'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1636 ***********************************************************************
 NM1636  DESIGNATION -  SIOUX CITY ST BONIFACE CATH CH
 NM1636  PID         -  NM1636
 NM1636  STATE/COUNTY-  IA/WOODBURY
 NM1636  USGS QUAD   -  SIOUX CITY NORTH (1994)
 NM1636
 NM1636                         *CURRENT SURVEY CONTROL
 NM1636  ___________________________________________________________________
 NM1636* NAD 83(1996)-  42 30 03.16417(N)    096 25 06.42764(W)     ADJUSTED  
 NM1636* NAVD 88     -                                                        
 NM1636  ___________________________________________________________________
 NM1636  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 NM1636  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 NM1636
 NM1636  HORZ ORDER  -  THIRD
 NM1636
 NM1636.The horizontal coordinates were established by classical geodetic methods
 NM1636.and adjusted by the National Geodetic Survey in May 1999..
 NM1636
 NM1636
 NM1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1636
 NM1636.The geoid height was determined by GEOID03.
 NM1636
 NM1636;                    North         East     Units Scale Factor Converg.
 NM1636;SPC IA N     - 1,115,313.855 1,260,169.217   MT  0.99994958   -1 58 40.7
 NM1636;SPC SD S     -    26,196.885   921,706.351   MT  1.00009525   +2 42 02.5
 NM1636;SPC SD S     -    85,947.61  3,023,964.92   sFT  1.00009525   +2 42 02.5
 NM1636;SPC NE       -   302,276.221   794,255.337   MT  0.99980957   +2 22 24.5
 NM1636;UTM  14      - 4,708,620.304   712,119.209   MT  1.00015362   +1 44 41.1
 NM1636
 NM1636                          SUPERSEDED SURVEY CONTROL
 NM1636
 NM1636  NAD 83(1996)-  42 30 03.16418(N)    096 25 06.42764(W) AD(       ) 4
 NM1636  NAD 83(1996)-  42 30 03.16414(N)    096 25 06.42756(W) AD(       ) 4
 NM1636  NAD 83(1996)-  42 30 03.16408(N)    096 25 06.42856(W) AD(       ) 4
 NM1636  NAD 83(1986)-  42 30 03.16735(N)    096 25 06.42807(W) AD(       ) 4
 NM1636  NAD 27      -  42 30 03.18800(N)    096 25 05.31700(W) AD(       ) 3
 NM1636
 NM1636.Superseded values are not recommended for survey control.
 NM1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1636.See file dsdata.txt to determine how the superseded data were derived.
 NM1636
 NM1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1211908620(NAD 83)
 NM1636_MARKER: 90 = CHURCH SPIRE
 NM1636
 NM1636  HISTORY     - Date     Condition        Report By
 NM1636  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1636  HISTORY     - 1948     GOOD             CGS
 NM1636
 NM1636                          STATION DESCRIPTION
 NM1636
 NM1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1636'THE STATION IS LOCATED IN THE WEST PART OF SIOUX CITY IN THE
 NM1636'NORTHEAST ANGLE OF THE INTERSECTION OF WEST 5TH AND OMAHA
 NM1636'STREETS.
 NM1636'
 NM1636'THE CHURCH IS OF RED BRICK CONSTRUCTION, 150 FEET LONG AND
 NM1636'90 FEET WIDE, FACES WEST AND THE STEEPLE ON THE WEST END OF THE
 NM1636'CHURCH WITH A GOLD CROSS ON THE TOP IS ABOUT 150 FEET HIGH.
 NM1636'
 NM1636'THE POINT INTERSECTED WAS THE TOP OF THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1687 ***********************************************************************
 NM1687  DESIGNATION -  SIOUX CITY SWEDISH LUTH CH
 NM1687  PID         -  NM1687
 NM1687  STATE/COUNTY-  IA/WOODBURY
 NM1687  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1687
 NM1687                         *CURRENT SURVEY CONTROL
 NM1687  ___________________________________________________________________
 NM1687* NAD 83(1996)-  42 29 47.73281(N)    096 23 46.31491(W)     ADJUSTED  
 NM1687* NAVD 88     -                                                        
 NM1687  ___________________________________________________________________
 NM1687  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 NM1687  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 NM1687
 NM1687  HORZ ORDER  -  THIRD
 NM1687
 NM1687.The horizontal coordinates were established by classical geodetic methods
 NM1687.and adjusted by the National Geodetic Survey in May 1999..
 NM1687
 NM1687
 NM1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1687
 NM1687.The geoid height was determined by GEOID03.
 NM1687
 NM1687;                    North         East     Units Scale Factor Converg.
 NM1687;SPC IA N     - 1,114,775.112 1,261,980.928   MT  0.99994980   -1 57 46.4
 NM1687;SPC NE       -   301,876.543   796,102.441   MT  0.99980827   +2 23 17.6
 NM1687;SPC SD S     -    25,807.660   923,556.241   MT  1.00009669   +2 42 57.7
 NM1687;SPC SD S     -    84,670.63  3,030,034.10   sFT  1.00009669   +2 42 57.7
 NM1687;UTM  14      - 4,708,200.237   713,962.460   MT  1.00016329   +1 45 34.8
 NM1687
 NM1687                          SUPERSEDED SURVEY CONTROL
 NM1687
 NM1687  NAD 83(1996)-  42 29 47.73282(N)    096 23 46.31491(W) AD(       ) 4
 NM1687  NAD 83(1996)-  42 29 47.73277(N)    096 23 46.31484(W) AD(       ) 4
 NM1687  NAD 83(1996)-  42 29 47.73272(N)    096 23 46.31622(W) AD(       ) 4
 NM1687  NAD 83(1986)-  42 29 47.73572(N)    096 23 46.31554(W) AD(       ) 4
 NM1687  NAD 27      -  42 29 47.75600(N)    096 23 45.20400(W) AD(       ) 3
 NM1687
 NM1687.Superseded values are not recommended for survey control.
 NM1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1687.See file dsdata.txt to determine how the superseded data were derived.
 NM1687
 NM1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1396208200(NAD 83)
 NM1687_MARKER: 90 = CHURCH SPIRE
 NM1687
 NM1687  HISTORY     - Date     Condition        Report By
 NM1687  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1687
 NM1687                          STATION DESCRIPTION
 NM1687
 NM1687'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1689 ***********************************************************************
 NM1689  DESIGNATION -  SIOUX CITY SWIFT PACKING CO TK
 NM1689  PID         -  NM1689
 NM1689  STATE/COUNTY-  IA/WOODBURY
 NM1689  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1689
 NM1689                         *CURRENT SURVEY CONTROL
 NM1689  ___________________________________________________________________
 NM1689* NAD 83(1996)-  42 29 17.14565(N)    096 23 00.20149(W)     ADJUSTED  
 NM1689* NAVD 88     -                                                        
 NM1689  ___________________________________________________________________
 NM1689  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 NM1689  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 NM1689
 NM1689  HORZ ORDER  -  THIRD
 NM1689
 NM1689.The horizontal coordinates were established by classical geodetic methods
 NM1689.and adjusted by the National Geodetic Survey in May 1999..
 NM1689
 NM1689
 NM1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1689
 NM1689.The geoid height was determined by GEOID03.
 NM1689
 NM1689;                    North         East     Units Scale Factor Converg.
 NM1689;SPC IA N     - 1,113,795.915 1,263,001.045   MT  0.99995026   -1 57 15.1
 NM1689;SPC NE       -   300,977.689   797,193.750   MT  0.99980571   +2 23 48.2
 NM1689;SPC SD S     -    24,914.809   924,652.996   MT  1.00009957   +2 43 29.6
 NM1689;SPC SD S     -    81,741.34  3,033,632.37   sFT  1.00009957   +2 43 29.6
 NM1689;UTM  14      - 4,707,289.137   715,044.230   MT  1.00016900   +1 46 04.9
 NM1689
 NM1689                          SUPERSEDED SURVEY CONTROL
 NM1689
 NM1689  NAD 83(1996)-  42 29 17.14565(N)    096 23 00.20150(W) AD(       ) 4
 NM1689  NAD 83(1996)-  42 29 17.14562(N)    096 23 00.20149(W) AD(       ) 4
 NM1689  NAD 83(1996)-  42 29 17.14561(N)    096 23 00.20245(W) AD(       ) 4
 NM1689  NAD 83(1986)-  42 29 17.14874(N)    096 23 00.20196(W) AD(       ) 4
 NM1689  NAD 27      -  42 29 17.17000(N)    096 22 59.09100(W) AD(       ) 3
 NM1689
 NM1689.Superseded values are not recommended for survey control.
 NM1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1689.See file dsdata.txt to determine how the superseded data were derived.
 NM1689
 NM1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1504407289(NAD 83)
 NM1689_MARKER: 53 = ELEVATED TANK
 NM1689
 NM1689  HISTORY     - Date     Condition        Report By
 NM1689  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1689  HISTORY     - 1948     GOOD             CGS
 NM1689
 NM1689                          STATION DESCRIPTION
 NM1689
 NM1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1689'THE STATION IS LOCATED IN THE SOUTHEAST PART OF SIOUX CITY ABOUT
 NM1689'300 YARDS WEST OF U.S. HIGHWAY 75, ON THE GROUNDS OF SWIFT AND
 NM1689'CO.
 NM1689'
 NM1689'THE TANK IS OF STEEL CONSTRUCTION, 100 FEET HIGH, FOUR-LEGGED
 NM1689'AND PAINTED SILVER WITH SWIFT AND CO. PAINTED ON THE TANK IN
 NM1689'BLACK LETTERS.
 NM1689'
 NM1689'THE POINT INTERSECTED WAS THE BALL AT THE APEX AT THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1683 ***********************************************************************
 NM1683  DESIGNATION -  SIOUX CITY WOODBURY CTHSE FLAG
 NM1683  PID         -  NM1683
 NM1683  STATE/COUNTY-  IA/WOODBURY
 NM1683  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1683
 NM1683                         *CURRENT SURVEY CONTROL
 NM1683  ___________________________________________________________________
 NM1683* NAD 83(1996)-  42 29 49.61040(N)    096 24 22.13112(W)     ADJUSTED  
 NM1683* NAVD 88     -                                                        
 NM1683  ___________________________________________________________________
 NM1683  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 NM1683  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 NM1683
 NM1683  HORZ ORDER  -  THIRD
 NM1683
 NM1683.The horizontal coordinates were established by classical geodetic methods
 NM1683.and adjusted by the National Geodetic Survey in May 1999..
 NM1683
 NM1683
 NM1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1683
 NM1683.The geoid height was determined by GEOID03.
 NM1683
 NM1683;                    North         East     Units Scale Factor Converg.
 NM1683;SPC IA N     - 1,114,861.070 1,261,165.604   MT  0.99994978   -1 58 10.7
 NM1683;SPC NE       -   301,900.391   795,283.061   MT  0.99980843   +2 22 53.9
 NM1683;SPC SD S     -    25,826.828   922,736.501   MT  1.00009651   +2 42 33.0
 NM1683;SPC SD S     -    84,733.52  3,027,344.67   sFT  1.00009651   +2 42 33.0
 NM1683;UTM  14      - 4,708,233.085   713,143.102   MT  1.00015898   +1 45 10.6
 NM1683
 NM1683                          SUPERSEDED SURVEY CONTROL
 NM1683
 NM1683  NAD 83(1996)-  42 29 49.61041(N)    096 24 22.13112(W) AD(       ) 4
 NM1683  NAD 83(1996)-  42 29 49.61036(N)    096 24 22.13104(W) AD(       ) 4
 NM1683  NAD 83(1996)-  42 29 49.61039(N)    096 24 22.13213(W) AD(       ) 4
 NM1683  NAD 83(1986)-  42 29 49.61358(N)    096 24 22.13142(W) AD(       ) 4
 NM1683  NAD 27      -  42 29 49.63400(N)    096 24 21.02000(W) AD(       ) 3
 NM1683
 NM1683.Superseded values are not recommended for survey control.
 NM1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1683.See file dsdata.txt to determine how the superseded data were derived.
 NM1683
 NM1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1314308233(NAD 83)
 NM1683_MARKER: 62 = FLAGPOLE
 NM1683
 NM1683  HISTORY     - Date     Condition        Report By
 NM1683  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1683
 NM1683                          STATION DESCRIPTION
 NM1683
 NM1683'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0551 ***********************************************************************
 NL0551  DESIGNATION -  SIOUX RAPIDS MUNICIPAL TANK
 NL0551  PID         -  NL0551
 NL0551  STATE/COUNTY-  IA/BUENA VISTA
 NL0551  USGS QUAD   -  SIOUX RAPIDS (1971)
 NL0551
 NL0551                         *CURRENT SURVEY CONTROL
 NL0551  ___________________________________________________________________
 NL0551* NAD 83(1996)-  42 53 18.37934(N)    095 08 45.49125(W)     ADJUSTED  
 NL0551* NAVD 88     -                                                        
 NL0551  ___________________________________________________________________
 NL0551  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 NL0551  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 NL0551
 NL0551  HORZ ORDER  -  THIRD
 NL0551
 NL0551.The horizontal coordinates were established by classical geodetic methods
 NL0551.and adjusted by the National Geodetic Survey in May 1999..
 NL0551
 NL0551
 NL0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0551
 NL0551.The geoid height was determined by GEOID03.
 NL0551
 NL0551;                    North         East     Units Scale Factor Converg.
 NL0551;SPC IA N     - 1,155,533.059 1,365,558.312   MT  0.99995277   -1 06 56.0
 NL0551;UTM  15      - 4,750,660.154   324,766.332   MT  0.99997778   -1 27 39.1
 NL0551
 NL0551                          SUPERSEDED SURVEY CONTROL
 NL0551
 NL0551  NAD 83(1996)-  42 53 18.37934(N)    095 08 45.49119(W) AD(       ) 4
 NL0551  NAD 83(1986)-  42 53 18.37741(N)    095 08 45.48567(W) AD(       ) 4
 NL0551  NAD 27      -  42 53 18.46000(N)    095 08 44.52100(W) AD(       ) 3
 NL0551
 NL0551.Superseded values are not recommended for survey control.
 NL0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0551.See file dsdata.txt to determine how the superseded data were derived.
 NL0551
 NL0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2476650660(NAD 83)
 NL0551_MARKER: 53 = ELEVATED TANK
 NL0551
 NL0551  HISTORY     - Date     Condition        Report By
 NL0551  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0551
 NL0551                          STATION DESCRIPTION
 NL0551
 NL0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0551'THIS STATION IS THE MUNICIPAL WATER TANK LOCATED ON A PROMINENT
 NL0551'HILL IN THE TOWN OF SIOUX RAPIDS.  THE TANK WAS BUILT IN
 NL0551'1915.
 NL0551'
 NL0551'THE TANK HAS FOUR STEEL TRUSSWORK LEGS 50 FEET HIGH AND PAINTED
 NL0551'SILVER.  THE VERTICAL SECTION IS 25 FEET HIGH AND HAS SIOUX
 NL0551'RAPIDS IN BLACK LETTERS ON THE EAST AND WEST SIDES.  THE
 NL0551'SILVER BALL AT THE TOP IS THE OBJECT SIGHTED UPON.
 NL0551'
 NL0551'THE TOTAL HEIGHT IS 75 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0946 ***********************************************************************
 OQ0946  DESIGNATION -  SIOUXPORT
 OQ0946  PID         -  OQ0946
 OQ0946  STATE/COUNTY-  IA/SIOUX
 OQ0946  USGS QUAD   -  HULL (1964)
 OQ0946
 OQ0946                         *CURRENT SURVEY CONTROL
 OQ0946  ___________________________________________________________________
 OQ0946* NAD 83(1996)-  43 08 01.67433(N)    096 11 15.85607(W)     ADJUSTED  
 OQ0946* NAVD 88     -       440.9    (meters)    1447.     (feet)  VERTCON   
 OQ0946  ___________________________________________________________________
 OQ0946  X           -    -502,512.470 (meters)                     COMP
 OQ0946  Y           -  -4,634,944.508 (meters)                     COMP
 OQ0946  Z           -   4,338,644.240 (meters)                     COMP
 OQ0946  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 OQ0946  ELLIP HEIGHT-         414.41  (meters)          (05/06/99) GPS OBS
 OQ0946  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OQ0946
 OQ0946  HORZ ORDER  -  THIRD
 OQ0946  ELLP ORDER  -  FOURTH    CLASS I
 OQ0946
 OQ0946.This mark is at Sioux Center Municipal Airport (SOY)
 OQ0946
 OQ0946.The horizontal coordinates were established by GPS observations
 OQ0946.and adjusted by the National Geodetic Survey in May 1999..
 OQ0946
 OQ0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0946
 OQ0946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0946
 OQ0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0946
 OQ0946.The ellipsoidal height was determined by GPS observations
 OQ0946.and is referenced to NAD 83.
 OQ0946
 OQ0946.The geoid height was determined by GEOID03.
 OQ0946
 OQ0946;                    North         East     Units Scale Factor Converg.
 OQ0946;SPC IA N     - 1,184,956.929 1,281,356.952   MT  0.99997843   -1 49 17.8
 OQ0946;UTM  14      - 4,779,512.585   728,730.980   MT  1.00024364   +1 55 24.9
 OQ0946
 OQ0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0946!SPC IA N     -   0.99993502  x   0.99997843  =   0.99991345
 OQ0946!UTM  14      -   0.99993502  x   1.00024364  =   1.00017864
 OQ0946
 OQ0946:                Primary Azimuth Mark                     Grid Az
 OQ0946:SPC IA N     -  SIOUXPORT AZ MK                          180 24 36.9
 OQ0946:UTM  14      -  SIOUXPORT AZ MK                          176 39 54.2
 OQ0946
 OQ0946|---------------------------------------------------------------------|
 OQ0946| PID    Reference Object                     Distance      Geod. Az  |
 OQ0946|                                                           dddmmss.s |
 OQ0946| OQ0947 SIOUXPORT AZ MK                     477.264 METERS 1783519.1 |
 OQ0946|---------------------------------------------------------------------|
 OQ0946
 OQ0946                          SUPERSEDED SURVEY CONTROL
 OQ0946
 OQ0946  NAD 83(1996)-  43 08 01.67434(N)    096 11 15.85607(W) AD(       ) 3
 OQ0946  NAD 83(1996)-  43 08 01.67326(N)    096 11 15.85225(W) AD(       ) 3
 OQ0946  NAD 83(1996)-  43 08 01.67301(N)    096 11 15.84832(W) AD(       ) 3
 OQ0946  NAD 83(1986)-  43 08 01.67523(N)    096 11 15.84673(W) AD(       ) 3
 OQ0946  NGVD 29 (07/09/90)  440.6    (m)         1446.     (f) GPS OBS        
 OQ0946
 OQ0946.Superseded values are not recommended for survey control.
 OQ0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0946.See file dsdata.txt to determine how the superseded data were derived.
 OQ0946
 OQ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN2873179513(NAD 83)
 OQ0946_MARKER: I = METAL ROD
 OQ0946_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0946_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OQ0946_STAMPING: SIOUXPORT
 OQ0946_MARK LOGO: NGS   
 OQ0946_PROJECTION: FLUSH
 OQ0946_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0946+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OQ0946_ROD/PIPE-DEPTH: 5.0  meters
 OQ0946_SLEEVE-DEPTH  : 0.91 meters
 OQ0946
 OQ0946  HISTORY     - Date     Condition        Report By
 OQ0946  HISTORY     - 1989     MONUMENTED       NGS
 OQ0946
 OQ0946                          STATION DESCRIPTION
 OQ0946
 OQ0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OQ0946'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) NORTH OF SIOUX CENTER,
 OQ0946'6.4 KM (4.00 MI) SOUTHWEST OF THE JUNCTION OF US HIGHWAYS 75 AND 18,
 OQ0946'3.25 KM (2.00 MI) WEST OF HULL AND AT THE SIOUX CENTER MUNICIPAL
 OQ0946'AIRPORT AT THE JUNCTION OF THE ENTRANCE RAMP AND RUNWAY.
 OQ0946'OWNERSHIP--CITY OF SIOUX CENTER, SIOUX CENTER, IA 51520, PHONE
 OQ0946'712-722-2293.  THE AIRPORT IS MANAGED BY SIOUX CENTER AVIATION.
 OQ0946'TO REACH THE STATION FROM THE SIOUX CENTER CITY HALL BUILDING ON US
 OQ0946'HIGHWAY 75 (MAIN AVENUE), GO NORTH ON US HIGHWAY FOR 5.65 KM
 OQ0946'(3.50 MI) TO THE JUNCTION OF COUNTY ROAD B 30 ON THE LEFT.  TURN LEFT,
 OQ0946'WEST, ON COUNTY ROAD B 30 FOR 1.05 KM (0.65 MI) TO THE AIRPORT
 OQ0946'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON THE GRAVEL ENTRANCE
 OQ0946'ROAD TO THE AIRPORT TO A GRAVEL ROAD ON THE NORTH SIDE OF A HOUSE AND
 OQ0946'THE SOUTH SIDE OF A HANGAR.  TURN LEFT, WEST, ON THE GRAVEL ROAD TO
 OQ0946'THE ENTRANCE RAMP.  TURN NORTH THEN EAST ON THE ENTRANCE RAMP FOR 0.25
 OQ0946'KM (0.15 MI) TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE
 OQ0946'RIGHT.
 OQ0946'THE STATION IS A PUNCHMARK IN TOP OF A STAINLESS STEEL ROD DRIVEN INTO
 OQ0946'THE GROUND AND ENCASED IN A A 5-INCH PVC PIPE WITH A LOGO CAP
 OQ0946'SURROUNDED BY CONCRETE.  LOCATED 20.7 M (67.9 FT) NORTHWEST OF A WIND
 OQ0946'TEE, 19.6 M (64.3 FT) WEST OF THE CENTER OF THE RUNWAY, 18.4 M
 OQ0946'(60.4 FT) SOUTH OF THE CENTER OF THE ENTRANCE RAMP, 1.25 M (4.1 FT)
 OQ0946'WEST OF THE SOUTHWEST CORNER OF THE ENTRANCE RAMP AND 1.2 M (3.9 FT)
 OQ0946'WEST OF A FIBERGLASS WITNESS POST.
 OQ0946'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OQ0946'DESCRIBED BY M. L. MCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0947 ***********************************************************************
 OQ0947  DESIGNATION -  SIOUXPORT AZ MK
 OQ0947  PID         -  OQ0947
 OQ0947  STATE/COUNTY-  IA/SIOUX
 OQ0947  USGS QUAD   -  HULL (1964)
 OQ0947
 OQ0947                         *CURRENT SURVEY CONTROL
 OQ0947  ___________________________________________________________________
 OQ0947* NAD 83(1996)-  43 07 46.21347(N)    096 11 15.33599(W)     ADJUSTED  
 OQ0947* NAVD 88     -       440.2    (meters)    1444.     (feet)  VERTCON   
 OQ0947  ___________________________________________________________________
 OQ0947  X           -    -502,535.895 (meters)                     COMP
 OQ0947  Y           -  -4,635,269.641 (meters)                     COMP
 OQ0947  Z           -   4,338,295.599 (meters)                     COMP
 OQ0947  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 OQ0947  ELLIP HEIGHT-         413.79  (meters)          (05/06/99) GPS OBS
 OQ0947  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OQ0947
 OQ0947  HORZ ORDER  -  THIRD
 OQ0947  ELLP ORDER  -  FOURTH    CLASS I
 OQ0947
 OQ0947.This mark is at Sioux Center Municipal Airport (SOY)
 OQ0947
 OQ0947.The horizontal coordinates were established by GPS observations
 OQ0947.and adjusted by the National Geodetic Survey in May 1999..
 OQ0947
 OQ0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 OQ0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OQ0947
 OQ0947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0947
 OQ0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0947
 OQ0947.The ellipsoidal height was determined by GPS observations
 OQ0947.and is referenced to NAD 83.
 OQ0947
 OQ0947.The geoid height was determined by GEOID03.
 OQ0947
 OQ0947;                    North         East     Units Scale Factor Converg.
 OQ0947;SPC IA N     - 1,184,479.688 1,281,353.535   MT  0.99997782   -1 49 17.4
 OQ0947;UTM  14      - 4,779,036.014   728,758.750   MT  1.00024380   +1 55 24.7
 OQ0947
 OQ0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0947!SPC IA N     -   0.99993511  x   0.99997782  =   0.99991293
 OQ0947!UTM  14      -   0.99993511  x   1.00024380  =   1.00017890
 OQ0947
 OQ0947:                Primary Azimuth Mark                     Grid Az
 OQ0947:SPC IA N     -  SIOUXPORT                                000 24 36.9
 OQ0947:UTM  14      -  SIOUXPORT                                356 39 54.8
 OQ0947
 OQ0947|---------------------------------------------------------------------|
 OQ0947| PID    Reference Object                     Distance      Geod. Az  |
 OQ0947|                                                           dddmmss.s |
 OQ0947| OQ0946 SIOUXPORT                           477.264 METERS 3583519.5 |
 OQ0947|---------------------------------------------------------------------|
 OQ0947
 OQ0947                          SUPERSEDED SURVEY CONTROL
 OQ0947
 OQ0947  NAD 83(1996)-  43 07 46.21348(N)    096 11 15.33599(W) AD(       ) 3
 OQ0947  NAD 83(1996)-  43 07 46.21239(N)    096 11 15.33195(W) AD(       ) 3
 OQ0947  NAD 83(1996)-  43 07 46.21216(N)    096 11 15.32837(W) AD(       ) 3
 OQ0947  NAD 83(1986)-  43 07 46.21435(N)    096 11 15.32681(W) AD(       ) 3
 OQ0947  NGVD 29 (07/09/90)  440.0    (m)         1444.     (f) GPS OBS        
 OQ0947
 OQ0947.Superseded values are not recommended for survey control.
 OQ0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0947.See file dsdata.txt to determine how the superseded data were derived.
 OQ0947
 OQ0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN2875979036(NAD 83)
 OQ0947_MARKER: I = METAL ROD
 OQ0947_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OQ0947_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OQ0947_STAMPING: SIOUXPORT AZ MK 1989
 OQ0947_MARK LOGO: NGS   
 OQ0947_PROJECTION: FLUSH
 OQ0947_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0947+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OQ0947_ROD/PIPE-DEPTH: 4.9  meters
 OQ0947_SLEEVE-DEPTH  : 0.91 meters
 OQ0947
 OQ0947  HISTORY     - Date     Condition        Report By
 OQ0947  HISTORY     - 1989     MONUMENTED       NGS
 OQ0947
 OQ0947                          STATION DESCRIPTION
 OQ0947
 OQ0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OQ0947'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH OF SIOUX CENTER,
 OQ0947'6.5 KM (4.05 MI) SOUTH OF THE JUNCTION OF US HIGHWAYS 75 AND 18, 3.5
 OQ0947'KM (2.15 MI) WEST OF HULL, AT THE SIOUX CENTER MUNICIPAL AIRPORT AND
 OQ0947'ON THE NORTH SIDE OF THE TURN-AROUND FOR RUNWAY 35.  OWNERSHIP--CITY
 OQ0947'OF SIOUX CENTER, SIOUX CENTER, IA 51520, PHONE (712) 722-2293.  THE
 OQ0947'AIRPORT IS MANAGED BY SIOUX CENTER AVIATION.
 OQ0947'TO REACH THE STATION FROM SIOUX CENTER CITY HALL ON US HIGHWAY 75
 OQ0947'(MAIN AVENUE) IN SIOUX CENTER, GO NORTH ON US HIGHWAY 75 FOR 5.5 KM
 OQ0947'(3.40 MI) TO THE JUNCTION OF COUNTY ROAD B 30 ON THE LEFT.  TURN LEFT,
 OQ0947'WEST, ON COUNTY ROAD B 30 FOR 1.05 KM (0.65 MI) TO THE JUNCTION OF THE
 OQ0947'GRAVEL ENTRANCE ROAD TO THE AIRPORT ON THE RIGHT.  TURN RIGHT ON THE
 OQ0947'ENTRANCE ROAD FOR 0.5 KM (0.30 MI) TO A GRAVEL ON THE LEFT, ON THE
 OQ0947'NORTH SIDE OF A HOUSE AND ON THE SOUTH SIDE OF A HANGAR.  TURN LEFT,
 OQ0947'WEST, ON THE GRAVEL ROAD TO THE ENTRANCE RAMP.  TURN RIGHT, NORTH,
 OQ0947'THEN EAST ON THE ENTRANCE RAMP FOR 0.25 KM (0.15 MI) TO THE JUNCTION
 OQ0947'OF THE RUNWAY.  TURN RIGHT, SOUTH, ONTO THE RUNWAY AND GO 0.45 KM
 OQ0947'(0.30 MI) TO THE NORTH SIDE OF THE TURN-AROUND FOR RUNWAY 35 AND THE
 OQ0947'STATION ON THE RIGHT.
 OQ0947'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 OQ0947'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 OQ0947'SURROUNDED BY CONCRETE.  LOCATED 14.75 M (48.4 FT) WEST OF THE CENTER
 OQ0947'OF THE RUNWAY, 16.6 M (54.5 FT) NORTHEAST OF THE NORTHWEST CORNER OF
 OQ0947'THE TURN-AROUND, 1.2 M (3.9 FT) NORTHWEST OF THE CURVED EDGE OF THE
 OQ0947'TURN-AROUND AND 1.2 M (3.9 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 OQ0947'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OQ0947'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2153 ***********************************************************************
 AI2153  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI2153  DESIGNATION -  SLATER CORS ARP
 AI2153  CORS_ID     -  SLAI
 AI2153  PID         -  AI2153
 AI2153  STATE/COUNTY-  IA/BOONE
 AI2153  USGS QUAD   -  SLATER (1975)
 AI2153
 AI2153                         *CURRENT SURVEY CONTROL
 AI2153  ___________________________________________________________________
 AI2153* NAD 83(CORS)-  41 54 02.07281(N)    093 41 55.90503(W)     ADJUSTED  
 AI2153* NAVD 88     -                                                        
 AI2153  ___________________________________________________________________
 AI2153  EPOCH DATE  -        2002.00
 AI2153  X           -    -306,730.955 (meters)                     COMP
 AI2153  Y           -  -4,744,693.184 (meters)                     COMP
 AI2153  Z           -   4,237,584.708 (meters)                     COMP
 AI2153  ELLIP HEIGHT-         290.54  (meters)          (03/??/02) GPS OBS
 AI2153  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 AI2153
 AI2153  HORZ ORDER  -  SPECIAL (CORS)
 AI2153  ELLP ORDER  -  SPECIAL (CORS)
 AI2153
 AI2153.ITRF positions are available for this station.
 AI2153.The coordinates were established by GPS observations
 AI2153.and adjusted by the National Geodetic Survey in March 2002..
 AI2153.The coordinates are valid at the epoch date displayed above.
 AI2153.The epoch date for horizontal control is a decimal equivalence
 AI2153.of Year/Month/Day.
 AI2153
 AI2153
 AI2153.The PID for the CORS L1 Phase Center is AI2154.
 AI2153
 AI2153.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI2153
 AI2153.The ellipsoidal height was determined by GPS observations
 AI2153.and is referenced to NAD 83.
 AI2153
 AI2153.The geoid height was determined by GEOID03.
 AI2153
 AI2153;                    North         East     Units Scale Factor Converg.
 AI2153;SPC IA N     - 1,044,514.291 1,483,497.917   MT  1.00003429   -0 08 05.2
 AI2153
 AI2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2153!SPC IA N     -   0.99995443  x   1.00003429  =   0.99998872
 AI2153
 AI2153                          SUPERSEDED SURVEY CONTROL
 AI2153
 AI2153  NAD 83(CORS)-  41 54 02.07221(N)    093 41 55.90534(W) AD(1997.00) c
 AI2153  ELLIP H (10/??/99)  290.54   (m)                       GP(1997.00) c c
 AI2153
 AI2153.Superseded values are not recommended for survey control.
 AI2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2153.See file dsdata.txt to determine how the superseded data were derived.
 AI2153
 AI2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG4203238973(NAD 83)
 AI2153_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI2153
 AI2153                          STATION DESCRIPTION
 AI2153
 AI2153'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI2153'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI2153'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI2153'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI2153'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI2153'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2154 ***********************************************************************
 AI2154  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI2154  DESIGNATION -  SLATER CORS L1 PHASE CENTER
 AI2154  CORS_ID     -  SLAI
 AI2154  PID         -  AI2154
 AI2154  STATE/COUNTY-  IA/BOONE
 AI2154  USGS QUAD   -  SLATER (1975)
 AI2154
 AI2154                         *CURRENT SURVEY CONTROL
 AI2154  ___________________________________________________________________
 AI2154* NAD 83(CORS)-  41 54 02.07280(N)    093 41 55.90507(W)     ADJUSTED  
 AI2154* NAVD 88     -                                                        
 AI2154  ___________________________________________________________________
 AI2154  EPOCH DATE  -        2002.00
 AI2154  X           -    -306,730.959 (meters)                     COMP
 AI2154  Y           -  -4,744,693.237 (meters)                     COMP
 AI2154  Z           -   4,237,584.754 (meters)                     COMP
 AI2154  ELLIP HEIGHT-         290.61  (meters)          (03/??/02) GPS OBS
 AI2154  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 AI2154
 AI2154  HORZ ORDER  -  SPECIAL (CORS)
 AI2154  ELLP ORDER  -  SPECIAL (CORS)
 AI2154
 AI2154.ITRF positions are available for this station.
 AI2154.The coordinates were established by GPS observations
 AI2154.and adjusted by the National Geodetic Survey in March 2002..
 AI2154.The coordinates are valid at the epoch date displayed above.
 AI2154.The epoch date for horizontal control is a decimal equivalence
 AI2154.of Year/Month/Day.
 AI2154
 AI2154
 AI2154.The PID for the CORS ARP is AI2153.
 AI2154
 AI2154.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI2154
 AI2154.The ellipsoidal height was determined by GPS observations
 AI2154.and is referenced to NAD 83.
 AI2154
 AI2154.The geoid height was determined by GEOID03.
 AI2154
 AI2154;                    North         East     Units Scale Factor Converg.
 AI2154;SPC IA N     - 1,044,514.290 1,483,497.916   MT  1.00003429   -0 08 05.2
 AI2154
 AI2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2154!SPC IA N     -   0.99995442  x   1.00003429  =   0.99998871
 AI2154
 AI2154                          SUPERSEDED SURVEY CONTROL
 AI2154
 AI2154  NAD 83(CORS)-  41 54 02.07220(N)    093 41 55.90538(W) AD(1997.00) c
 AI2154  ELLIP H (10/??/99)  290.61   (m)                       GP(1997.00) c c
 AI2154
 AI2154.Superseded values are not recommended for survey control.
 AI2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2154.See file dsdata.txt to determine how the superseded data were derived.
 AI2154
 AI2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG4203238973(NAD 83)
 AI2154_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI2154
 AI2154                          STATION DESCRIPTION
 AI2154
 AI2154'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI2154'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI2154'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI2154'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI2154'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI2154'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2288 ***********************************************************************
 AH2288  DESIGNATION -  SLATER RESET
 AH2288  PID         -  AH2288
 AH2288  STATE/COUNTY-  IA/STORY
 AH2288  USGS QUAD   -  SLATER (1975)
 AH2288
 AH2288                         *CURRENT SURVEY CONTROL
 AH2288  ___________________________________________________________________
 AH2288* NAD 83(1996)-  41 53 00.30124(N)    093 40 52.20842(W)     ADJUSTED  
 AH2288* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 AH2288  ___________________________________________________________________
 AH2288  LAPLACE CORR-          -8.45  (seconds)                    DEFLEC99
 AH2288  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 AH2288
 AH2288  HORZ ORDER  -  FIRST
 AH2288
 AH2288.The horizontal coordinates were established by classical geodetic methods
 AH2288.and adjusted by the National Geodetic Survey in May 1999..
 AH2288
 AH2288.The orthometric height was scaled from a topographic map.
 AH2288
 AH2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2288
 AH2288.The geoid height was determined by GEOID03.
 AH2288
 AH2288;                    North         East     Units Scale Factor Converg.
 AH2288;SPC IA N     - 1,042,605.081 1,484,962.079   MT  1.00003831   -0 07 22.0
 AH2288;SPC IA S     -   209,175.060   484,962.364   MT  1.00001931   -0 07 09.6
 AH2288;UTM  15      - 4,637,056.571   443,484.203   MT  0.99963930   -0 27 17.2
 AH2288
 AH2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2288!SPC IA N     -   0.99995453  x   1.00003831  =   0.99999284
 AH2288!SPC IA S     -   0.99995453  x   1.00001931  =   0.99997384
 AH2288!UTM  15      -   0.99995453  x   0.99963930  =   0.99959385
 AH2288
 AH2288:                Primary Azimuth Mark                     Grid Az
 AH2288:SPC IA N     -  NEVADA MUNICIPAL TANK                    050 45 46.3
 AH2288:SPC IA S     -  NEVADA MUNICIPAL TANK                    050 45 33.9
 AH2288:UTM  15      -  NEVADA MUNICIPAL TANK                    051 05 41.5
 AH2288
 AH2288|---------------------------------------------------------------------|
 AH2288| PID    Reference Object                     Distance      Geod. Az  |
 AH2288|                                                           dddmmss.s |
 AH2288| NK0712 NEVADA MUNICIPAL TANK               APPROX.24.8 KM 0503824.3 |
 AH2288| CL9454 SLATER RM 1 AZIMUTH                 285.903 METERS 05319     |
 AH2288| MH0664 HUXLEY MUNICIPAL TANK               APPROX. 6.4 KM 0802118.9 |
 AH2288| CL9456 SLATER RM 3                          11.443 METERS 09645     |
 AH2288| MH0666 SLATER MUNICIPAL TANK                18.900 METERS 11013     |
 AH2288| CL9458 SLATER RM 5                          28.975 METERS 11806     |
 AH2288| CL9457 SLATER RM 4                          15.879 METERS 13441     |
 AH2288| MH0674 ANKENY MUNICIPAL TANK               APPROX.18.1 KM 1604815.8 |
 AH2288| CL9459 SLATER RM 6                          30.209 METERS 17301     |
 AH2288| MH0677 DODGE                               APPROX.20.2 KM 1860521.9 |
 AH2288| MH0695 WOODWARD MUNICIPAL TANK             APPROX.20.1 KM 2615823.2 |
 AH2288| MH0690 MADRID MUNICIPAL TANK               APPROX.11.7 KM 2651324.7 |
 AH2288| MH0694 WOODWARD ST EPILEPTIC FARM TK       APPROX.19.1 KM 2663903.7 |
 AH2288| MH0692 WOODWARD ST EPILEPTIC FARM STK      APPROX.19.1 KM 2664224.4 |
 AH2288| MH0685 LUTHER MUNICIPAL TANK               APPROX.15.0 KM 3085148.3 |
 AH2288| NK0731 BOONE MUNICIPAL TANK                APPROX.26.3 KM 3203251.0 |
 AH2288| CL9455 SLATER RM 2                          34.564 METERS 33900     |
 AH2288|---------------------------------------------------------------------|
 AH2288
 AH2288                          SUPERSEDED SURVEY CONTROL
 AH2288
 AH2288  NAD 83(1986)-  41 53 00.30116(N)    093 40 52.21372(W) AD(       ) 1
 AH2288
 AH2288.Superseded values are not recommended for survey control.
 AH2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2288.See file dsdata.txt to determine how the superseded data were derived.
 AH2288
 AH2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG4348437057(NAD 83)
 AH2288_MARKER: DS = TRIANGULATION STATION DISK
 AH2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2288_STAMPING: SLATER 1930 1984
 AH2288_MARK LOGO: CGS   
 AH2288_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2288+STABILITY: SURFACE MOTION
 AH2288
 AH2288  HISTORY     - Date     Condition        Report By
 AH2288  HISTORY     - 1984     MONUMENTED       NGS
 AH2288
 AH2288                          STATION DESCRIPTION
 AH2288
 AH2288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AH2288'THE UNDERGROUND STATION MARK AND REFERENCE MARKS 1, 2, 5, AND 6 WERE
 AH2288'RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND
 AH2288'TILTED OUT OF POSITION AND THE DISK WAS MISSING.  A NEW SURFACE
 AH2288'STATION MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK.  REFERENCE
 AH2288'MARK 1, WHICH SERVES AS THE AZIMUTH MARK IS NO LONGER GROUND VISIBLE
 AH2288'BECAUSE OF HOUSES AND TREES.  THERE IS NO PLACE FOR ANOTHER AZIMUTH
 AH2288'MARK BECAUSE OF SURROUNDING BUILDINGS AND TREES.  REFERENCE MARK 2 IS
 AH2288'OBSTRUCTED BY TREES AND A FENCE.  THE ANGLE BETWEEN REFERENCE MARKS 5
 AH2288'AND 6 AGREED WITH 1978 DATA, AS DID THE DISTANCES TO THE MARKS AND THE
 AH2288'DISTANCE BETWEEN THE MARKS.  A NEW DESCRIPTION FOLLOWS FOR THE NEW
 AH2288'STATION MARK AND REFERENCE MARKS.  THE STATION IS LOCATED IN SLATER,
 AH2288'IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF FIRST AVENUE NORTH AND
 AH2288'TAMA STREET, NORTH OF AN ALLEY THAT PASSES BETWEEN MAIN STREET AND
 AH2288'FIRST AVENUE NORTH, NORTH OF THE NORTHEAST CORNER OF THE FIRE STATION
 AH2288'BUILDING AND ON PROPERTY OWNED BY THE TOWN OF SLATER. THE STATION IS A
 AH2288'STANDARD NGS DISK STAMPED ---SLATER 1930 1984--- SET IN THE TOP OF A
 AH2288'ROUND CONCRETE MONUMENT 30.0 CM IN DIAMETER PROJECTING 8 CM ABOVE THE
 AH2288'GROUND.  LOCATED 34.8 METERS (114.2 FT) WEST FROM THE CENTERLINE OF
 AH2288'TAMA STREET, 30.18 METERS (99.02 FT) NORTH FROM THE NORTHEAST CORNER
 AH2288'OF THE FIRE STATION BUILDING, 28.99 METERS (95.11 FT) WEST-NORTHEST
 AH2288'FROM THE POWERLINE POLE AT REFERENCE MARK 5, 0.61 METERS (2.00 FT)
 AH2288'NORTH FROM A WITNESS POST, 0.61 METERS (2.00 FT) SOUTH FROM A WITNESS
 AH2288'POST.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED ---SLATER NO
 AH2288'2 1930--- SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 30.0 CM IN
 AH2288'DIAMETER PROJECTING 15 CM ABOVE THE GROUND.  LOCATED 11.9 METERS (39.0
 AH2288'FT) SOUTH FROM THE CENTERLINE OF FIRST AVENUE NORTH, 1.22 METERS (4.00
 AH2288'FT) WEST FROM THE NORTHEAST CORNER OF AN OLD SHED, 0.46 METERS (1.51
 AH2288'FT) NORTH FROM THE NORTH WALL OF THE OLD SHED.  REFERENCE MARK NO 5 IS
 AH2288'A STANDARD NGS DISK STAMPED ---SLATER 1930 NO 5 1978--- SET IN THE TOP
 AH2288'OF A ROUND CONCRETE MONUMENT 20.0 CM IN DIAMETER FLUSH WITH GROUND.
 AH2288'LOCATED 7.9 METERS (25.9 FT) WEST FROM THE CENTERLINE OF TAMA STREET,
 AH2288'2.7 METERS (8.9 FT) NORTH FROM THE CENTERLINE OF THE ALLEY, 0.46
 AH2288'METERS (1.51 FT) SOUTH FROM A POWERLINE POLE.  REFERENCE MARK NO 06,
 AH2288'IS A STANDARD, NGS, DISK STAMPED,---SLATER 1930 NO 06 1978---, SET IN
 AH2288'THE TOP OF A ROUND CONCRETE MONUMENT, 8.00 INCHES, 20.0 CM IN
 AH2288'DIAMETER, FLUSH, WITH GROUND.  LOCATED 12.0 METERS (39.4 FT) SOUTH
 AH2288'FROM THE CENTERLINE OF THE ALLEY, 11.22 METERS (36.81 FT) NORTHWEST
 AH2288'FROM THE NORTHWEST CORNER THE LIBERTY BUILDING AND 0.38 METERS (1.25
 AH2288'FT) EAST FROM THE NORTHEAST CORNER OF THE FIRE STATION BUILDING.
 AH2288'AZIMUTH MARK NO 1 IS A STANDARD CGS REFERENCE MARK DISK STAMPED
 AH2288'---SLATER NO 1 1930--- SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AH2288'30.0 CM IN DIAMETER PROJECTING 15 CM ABOVE THE GROUND.  LOCATED 15.5
 AH2288'METERS (50.9 FT) SOUTH FROM THE CENTERLINE OF AN OLD RAILROAD GRADE,
 AH2288'12.2 METERS (40.0 FT) EAST FROM THE CENTERLINE OF LINN STREET, 0.3
 AH2288'METERS (1.0 FT) SOUTH FROM A WITNESS POST.  TO REACH THE AZIMUTH MARK
 AH2288'FROM THE STATION, GO EAST ON FIRST AVENUE NORTH OF 0.24 KM (0.15 MI)
 AH2288'TO LINN STREET.  TURN LEFT AND GO NORTH ON LINN STREET FOR 0.16 KM
 AH2288'(0.10 MI) TO AN OLD RAILROAD GRADE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1965 ***********************************************************************
 AI1965  SACS        -  This is a Secondary Airport Control Station.
 AI1965  DESIGNATION -  SLB A
 AI1965  PID         -  AI1965
 AI1965  STATE/COUNTY-  IA/BUENA VISTA
 AI1965  USGS QUAD   -  LAKESIDE (1979)
 AI1965
 AI1965                         *CURRENT SURVEY CONTROL
 AI1965  ___________________________________________________________________
 AI1965* NAD 83(1996)-  42 36 13.67365(N)    095 14 37.61192(W)     ADJUSTED  
 AI1965* NAVD 88     -       450.00   (meters)    1476.4    (feet)  GPS OBS   
 AI1965  ___________________________________________________________________
 AI1965  X           -    -429,747.870 (meters)                     COMP
 AI1965  Y           -  -4,682,490.089 (meters)                     COMP
 AI1965  Z           -   4,295,494.155 (meters)                     COMP
 AI1965  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 AI1965  ELLIP HEIGHT-         421.67  (meters)          (10/04/99) GPS OBS
 AI1965  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AI1965
 AI1965  HORZ ORDER  -  FIRST
 AI1965  ELLP ORDER  -  FIFTH     CLASS I
 AI1965
 AI1965.This mark is at Storm Lake Municipal Airport (SLB)
 AI1965
 AI1965.The horizontal coordinates were established by GPS observations
 AI1965.and adjusted by the National Geodetic Survey in October 1999..
 AI1965
 AI1965.The orthometric height was determined by GPS observations and a
 AI1965.high-resolution geoid model.
 AI1965
 AI1965.GPS derived orthometric heights for airport stations designated as
 AI1965.PACS or SACS are published to 2 decimal places.  This maintains
 AI1965.centimeter relative accuracy between the PACS and SACS.  It does
 AI1965.not indicate centimeter accuracy relative to other marks which are
 AI1965.part of the NAVD 88 network.
 AI1965
 AI1965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1965
 AI1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1965
 AI1965.The ellipsoidal height was determined by GPS observations
 AI1965.and is referenced to NAD 83.
 AI1965
 AI1965.The geoid height was determined by GEOID03.
 AI1965
 AI1965;                    North         East     Units Scale Factor Converg.
 AI1965;SPC IA N     - 1,124,081.539 1,356,918.108   MT  0.99994599   -1 10 54.6
 AI1965;UTM  15      - 4,719,259.118   315,938.411   MT  1.00001683   -1 31 09.5
 AI1965
 AI1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1965!SPC IA N     -   0.99993387  x   0.99994599  =   0.99987987
 AI1965!UTM  15      -   0.99993387  x   1.00001683  =   0.99995070
 AI1965
 AI1965|---------------------------------------------------------------------|
 AI1965| PID    Reference Object                     Distance      Geod. Az  |
 AI1965|                                                           dddmmss.s |
 AI1965| NL0936 STORMPORT                           332.332 METERS 13442     |
 AI1965|---------------------------------------------------------------------|
 AI1965
 AI1965                          SUPERSEDED SURVEY CONTROL
 AI1965
 AI1965.No superseded survey control is available for this station.
 AI1965
 AI1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1593819259(NAD 83)
 AI1965_MARKER: DD = SURVEY DISK
 AI1965_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI1965_STAMPING: SLB A 1996
 AI1965_MARK LOGO: NGS   
 AI1965_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1965+STABILITY: SURFACE MOTION
 AI1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1965+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1999
 AI1965
 AI1965  HISTORY     - Date     Condition        Report By
 AI1965  HISTORY     - 1996     MONUMENTED       NGS
 AI1965  HISTORY     - 19990807 GOOD             NGS
 AI1965
 AI1965                          STATION DESCRIPTION
 AI1965
 AI1965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI1965'THE STATION IS LOCATED ABOUT 4.05 MI (6.52 KM) SOUTHWEST OF STORM
 AI1965'LAKE, AT THE STORM LAKE MUNICIPAL AIRPORT JUST NORTH OF THE END OF
 AI1965'RUNWAY 13.  OWNERSHIP--CITY OF STORM LAKE.  CITY HALL, STORM LAKE,
 AI1965'IOWA 50588.  PHONE 712-732-5730.  AIRPORT MANAGER IS JIM BARTHOLOMEW,
 AI1965'PHONE 712-732-6494.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AI1965'HIGHWAY 71 AND STATE HIGHWAY 7, ON THE NORTH SIDE OF STORM LAKE, GO
 AI1965'WEST ON HIGHWAY 7 2.49 KM (1.55 MI) TO THE JUNCTION OF STATE HIGHWAY
 AI1965'110.  TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY 110 FOR 3.35 MI
 AI1965'(5.39 KM) TO THE JUNCTION OF THE NORTH FORK OF COUNTY ROAD 65.  TURN
 AI1965'LEFT AND GO SOUTH ON COUNTY ROAD 65 FOR 0.15 MI (0.24 KM) TO A STOP
 AI1965'SIGN AND THE AIRPORT ENTRANCE ROAD STRAIGHT AHEAD.  CONTINUE AHEAD AND
 AI1965'GO 0.1 MI (0.2 KM) TO THE AIRPORT TERMINAL AND GATE ON LEFT. PASS THRU
 AI1965'GATE AND GO AROUND TERMINAL TO THE APRON AND TAXIWAY.  GO 0.1 MI (0.2
 AI1965'KM) WEST ON RAMP TO THE JUNCTION OF RUNWAY 13-31.  TURN RIGHT AND GO
 AI1965'NORTH ON THE RUNWAY 0.2 MI (0.3 KM) TO THE END OF THE RUNWAY AND THE
 AI1965'STATION STRAIGHT AHEAD.  LOCATED 100.0 FT (30.5 M) NORTH FROM THE
 AI1965'CENTERLINE END OF RUNWAY 13, 75.0 FT (22.9 M) NORTHWEST FROM THE
 AI1965'NORTHEAST MOST RUNWAY END LIGHT, 59.0 FT (18.0 M) EAST-NORTHEAST FROM
 AI1965'THE EXTENDED CENTERLINE OF RUNWAY 13, 2.0 FT (0.6 M) SOUTHEAST OF A
 AI1965'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0113 ***********************************************************************
 NM0113  CBN         -  This is a Cooperative Base Network Control Station.
 NM0113  DESIGNATION -  SLOAN
 NM0113  PID         -  NM0113
 NM0113  STATE/COUNTY-  IA/WOODBURY
 NM0113  USGS QUAD   -  SLOAN (1969)
 NM0113
 NM0113                         *CURRENT SURVEY CONTROL
 NM0113  ___________________________________________________________________
 NM0113* NAD 83(1996)-  42 12 52.42661(N)    096 12 54.40871(W)     ADJUSTED  
 NM0113* NAVD 88     -       325.803  (meters)    1068.91   (feet)  ADJUSTED  
 NM0113  ___________________________________________________________________
 NM0113  X           -    -512,211.596 (meters)                     COMP
 NM0113  Y           -  -4,703,432.144 (meters)                     COMP
 NM0113  Z           -   4,263,486.093 (meters)                     COMP
 NM0113  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 NM0113  ELLIP HEIGHT-         299.21  (meters)          (06/15/04) GPS OBS
 NM0113  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 NM0113  DYNAMIC HT  -         325.693 (meters)    1068.54  (feet)  COMP
 NM0113  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 NM0113
 NM0113  HORZ ORDER  -  B
 NM0113  VERT ORDER  -  FIRST     CLASS II
 NM0113  ELLP ORDER  -  FOURTH    CLASS I
 NM0113
 NM0113.The horizontal coordinates were established by GPS observations
 NM0113.and adjusted by the National Geodetic Survey in August 1997..
 NM0113
 NM0113.The orthometric height was determined by differential leveling
 NM0113.and adjusted by the National Geodetic Survey in June 1991..
 NM0113
 NM0113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM0113
 NM0113.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0113
 NM0113.The ellipsoidal height was determined by GPS observations
 NM0113.and is referenced to NAD 83.
 NM0113
 NM0113.The geoid height was determined by GEOID03.
 NM0113
 NM0113.The dynamic height is computed by dividing the NAVD 88
 NM0113.geopotential number by the normal gravity value computed on the
 NM0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0113.degrees latitude (g = 980.6199 gals.).
 NM0113
 NM0113.The modeled gravity was interpolated from observed gravity values.
 NM0113
 NM0113;                    North         East     Units Scale Factor Converg.
 NM0113;SPC IA N     - 1,082,970.682 1,275,851.865   MT  0.99997644   -1 50 24.6
 NM0113;SPC NE       -   271,221.626   812,342.505   MT  0.99973506   +2 30 29.6
 NM0113;UTM  14      - 4,677,354.510   729,870.195   MT  1.00025021   +1 52 19.2
 NM0113
 NM0113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0113!SPC IA N     -   0.99995307  x   0.99997644  =   0.99992952
 NM0113!SPC NE       -   0.99995307  x   0.99973506  =   0.99968815
 NM0113!UTM  14      -   0.99995307  x   1.00025021  =   1.00020327
 NM0113
 NM0113|---------------------------------------------------------------------|
 NM0113| PID    Reference Object                     Distance      Geod. Az  |
 NM0113|                                                           dddmmss.s |
 NM0113| NM0115 SLOAN RM 2                           65.544 METERS 09540     |
 NM0113| NM1664 WHITING MUNICIPAL TANK              APPROX.11.2 KM 1505120.2 |
 NM0113| NM1666 OMAHA/SIOUX FALLS AMB 4 AWY 6       APPROX. 7.7 KM 2944040.1 |
 NM0113| NM0116 SLOAN AZ MK                                        3311138.5 |
 NM0113| NM1665 SLOAN MUNICIPAL TANK                APPROX. 2.4 KM 3312931.2 |
 NM0113| NM0114 SLOAN RM 1                           47.808 METERS 33531     |
 NM0113|---------------------------------------------------------------------|
 NM0113
 NM0113                          SUPERSEDED SURVEY CONTROL
 NM0113
 NM0113  ELLIP H (08/25/97)  299.25   (m)                       GP(       ) 4 1
 NM0113  NAD 83(1996)-  42 12 52.42916(N)    096 12 54.41695(W) AD(       ) 2
 NM0113  NAD 83(1986)-  42 12 52.42849(N)    096 12 54.40743(W) AD(       ) 2
 NM0113  NAD 27      -  42 12 52.46300(N)    096 12 53.32300(W) AD(       ) 2
 NM0113  NAVD 88 (08/25/97)  325.80   (m)         1068.9    (f) LEVELING    3  
 NM0113  NGVD 29 (??/??/92)  325.656  (m)         1068.42   (f) ADJ UNCH    1 2
 NM0113
 NM0113.Superseded values are not recommended for survey control.
 NM0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0113.See file dsdata.txt to determine how the superseded data were derived.
 NM0113
 NM0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2987077355(NAD 83)
 NM0113_MARKER: DS = TRIANGULATION STATION DISK
 NM0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0113_SP_SET: CONCRETE POST
 NM0113_STAMPING: SLOAN 1948
 NM0113_MARK LOGO: CGS   
 NM0113_PROJECTION: FLUSH
 NM0113_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0113+STABILITY: SURFACE MOTION
 NM0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0113+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2004
 NM0113
 NM0113  HISTORY     - Date     Condition        Report By
 NM0113  HISTORY     - 1948     MONUMENTED       CGS
 NM0113  HISTORY     - 1948     GOOD             CGS
 NM0113  HISTORY     - 1949     GOOD             NGS
 NM0113  HISTORY     - 19890831 GOOD             NGS
 NM0113  HISTORY     - 19920813 GOOD             NOS
 NM0113  HISTORY     - 19960617 GOOD             IADT
 NM0113  HISTORY     - 20011006 GOOD             JCLS
 NM0113  HISTORY     - 20011008 GOOD             JCLS
 NM0113  HISTORY     - 20031105 GOOD             JCLS
 NM0113  HISTORY     - 20040614 GOOD             MSAM
 NM0113
 NM0113                          STATION DESCRIPTION
 NM0113
 NM0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0113'LOCATED ABOUT 1-1/2 MILES SOUTH OF SLOAN, IN THE SOUTHEAST
 NM0113'CORNER OF SEC. 32, T. 86 N., R. 46 W.  JUST NORTH OF THE
 NM0113'COUNTY LINE ROAD BETWEEN WOODBURY COUNTY AND MONONA COUNTY
 NM0113'AT THE JUNCTION OF THE COUNTY LINE ROAD AND U.S. HIGHWAY
 NM0113'75.  IT IS 36 FEET EAST OF THE CENTER OF THE END WALL OF A
 NM0113'CONCRETE CULVER THAT DRAINS UNDER THE HIGHWAY, 57 FEET
 NM0113'NORTH OF THE APPROXIMATE CENTERLINE OF THE COUNTY ROAD AND
 NM0113'8 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK IS FLUSH
 NM0113'WITH THE SURFACE OF THE GROUND AND THE DISC IS STAMPED SLOAN
 NM0113'1948.
 NM0113'
 NM0113'REFERENCE MARK NO. 1 IS 156.85 FEET NORTH OF THE STATION,
 NM0113'60 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND 1-1/2
 NM0113'FEET WEST OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS
 NM0113'6 INCHES AND THE DISC IS STAMPED SLOAN NO 1 1948.
 NM0113'
 NM0113'REFERENCE MARK NO. 2 IS 215.04 FEET EAST OF THE STATION, 33
 NM0113'FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE ABOVE MENTIONED
 NM0113'COUNTY ROAD AND 1-1/2 FEET WEST OF A TELEPHONE POLE.  THE
 NM0113'MARK PROJECTS 6 INCHES AND THE DISC IS STAMPED SLOAN NO 2 1948.
 NM0113'
 NM0113'AZIMUTH MARK IS 0.55 MILE NORTH OF THE STATION, ON THE EAST
 NM0113'RIGHT-OF-WAY OF U.S. HIGHWAY 75.  IT IS 58 FEET EAST OF THE
 NM0113'CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF A T-FENCE CORNER,
 NM0113'2.7 FEET WEST OF A TELEPHONE POLE AND 2.2 FEET SOUTH OF A
 NM0113'WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISC
 NM0113'IS STAMPED SLOAN 1948.
 NM0113'
 NM0113'STATION WAS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 75
 NM0113'AND MAIN STREET IN THE VILLAGE OF SLOAN, BY GOING SOUTH
 NM0113'ON HIGHWAY 75 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT,
 NM0113'AS DESCRIBED ABOVE.  CONTINUE SOUTH FOR 0.55 MILE TO THE
 NM0113'STATION SITE ON THE RIGHT IN THE NORTHEAST CORNER OF THE ROAD
 NM0113'INTERSECTION, AS DESCRIBED ABOVE.
 NM0113'
 NM0113'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NM0113
 NM0113                          STATION RECOVERY (1948)
 NM0113
 NM0113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NM0113'1.4 MI SE FROM SLOAN.
 NM0113'1.45 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0113'FROM THE STATION AT SLOAN, 0.2 MILE SOUTHWEST OF A FARMHOUSE,
 NM0113'215.0 FEET WEST OF SLOAN R.M. 2, 156.9 FEET SOUTHEAST OF SLOAN
 NM0113'R.M. 1, 102.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 47.0 FEET
 NM0113'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 75, 53.0 FEET NORTH
 NM0113'OF THE CENTER LINE OF AN EAST AND WEST ROAD (THIS IS ALSO THE
 NM0113'WOODBURY-MONONA COUNTY LINE), 28.6 FEET NORTHWEST OF A FENCE
 NM0113'CORNER, 15.1 FEET SOUTHEAST OF A TELEPHONE POLE, 14.2 FEET WEST
 NM0113'OF A WITNESS POST, 27.2 FEET EAST OF THE EAST END OF A 30 INCH
 NM0113'CONCRETE CULVERT UNDER THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 NM0113'POST WHICH IS FLUSH WITH THE GROUND.
 NM0113
 NM0113                          STATION RECOVERY (1949)
 NM0113
 NM0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0113'RECOVERED IN GOOD CONDITION.
 NM0113
 NM0113                          STATION RECOVERY (1989)
 NM0113
 NM0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0113'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.8 KM
 NM0113'(1.10 MI) SOUTHEASTERLY ALONG A PAVED ROAD (OLD U.S. HIGHWAY 75) FROM
 NM0113'ITS JUNCTION WITH STATE HIGHWAY 141 IN SLOAN, AT THE WOODBURY-MONONA
 NM0113'COUNTY LINE, 16.2 M (53.1 FT) NORTH OF THE CENTER OF A GRAVELED ROAD,
 NM0113'8.3 M (27.2 FT) NORTHEAST OF THE NORTHEAST END OF A CULVERT HEADWALL,
 NM0113'0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, LEVEL WITH THE ROAD, AND
 NM0113'IN A CONCRETE MONUMENT THAT IS 0.1 M (0.3 FT) BELOW THE GROUND
 NM0113'SURFACE.
 NM0113
 NM0113                          STATION RECOVERY (1992)
 NM0113
 NM0113'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 NM0113'RECOVERED IN GOOD CONDITION.
 NM0113
 NM0113                          STATION RECOVERY (1996)
 NM0113
 NM0113'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 NM0113'RECOVERED AS DESCRIBED.  A PINK STATE HARN SURVEY SIGN WAS SET 0.3 M
 NM0113'(1.0 FT) EAST OF THE MONUMENT.
 NM0113
 NM0113                          STATION RECOVERY (2001)
 NM0113
 NM0113'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 NM0113'RECOVERED IN GOOD CONDITION.
 NM0113
 NM0113                          STATION RECOVERY (2001)
 NM0113
 NM0113'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 NM0113'RECOVERED AS DESCRIBED.
 NM0113
 NM0113                          STATION RECOVERY (2003)
 NM0113
 NM0113'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 NM0113'RECOVERED IN GOOD CONDITION.
 NM0113
 NM0113                          STATION RECOVERY (2004)
 NM0113
 NM0113'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 NM0113'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC.  2004 (DJK)
 NM0113'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1665 ***********************************************************************
 NM1665  DESIGNATION -  SLOAN MUNICIPAL TANK
 NM1665  PID         -  NM1665
 NM1665  STATE/COUNTY-  IA/WOODBURY
 NM1665  USGS QUAD   -  SLOAN (1969)
 NM1665
 NM1665                         *CURRENT SURVEY CONTROL
 NM1665  ___________________________________________________________________
 NM1665* NAD 83(1996)-  42 14 00.79345(N)    096 13 44.37745(W)     ADJUSTED  
 NM1665* NAVD 88     -                                                        
 NM1665  ___________________________________________________________________
 NM1665  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 NM1665  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 NM1665
 NM1665  HORZ ORDER  -  THIRD
 NM1665
 NM1665.The horizontal coordinates were established by classical geodetic methods
 NM1665.and adjusted by the National Geodetic Survey in May 1999..
 NM1665
 NM1665
 NM1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1665
 NM1665.The geoid height was determined by GEOID03.
 NM1665
 NM1665;                    North         East     Units Scale Factor Converg.
 NM1665;SPC IA N     - 1,085,115.879 1,274,774.453   MT  0.99997390   -1 50 58.4
 NM1665;SPC NE       -   273,278.466   811,105.834   MT  0.99973923   +2 29 56.5
 NM1665;UTM  14      - 4,679,426.004   728,655.811   MT  1.00024335   +1 51 48.1
 NM1665
 NM1665                          SUPERSEDED SURVEY CONTROL
 NM1665
 NM1665  NAD 83(1996)-  42 14 00.79348(N)    096 13 44.37745(W) AD(       ) 4
 NM1665  NAD 83(1996)-  42 14 00.79359(N)    096 13 44.38390(W) AD(       ) 4
 NM1665  NAD 83(1986)-  42 14 00.79529(N)    096 13 44.37549(W) AD(       ) 4
 NM1665  NAD 27      -  42 14 00.82300(N)    096 13 43.28500(W) AD(       ) 3
 NM1665
 NM1665.Superseded values are not recommended for survey control.
 NM1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1665.See file dsdata.txt to determine how the superseded data were derived.
 NM1665
 NM1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2865679426(NAD 83)
 NM1665_MARKER: 53 = ELEVATED TANK
 NM1665
 NM1665  HISTORY     - Date     Condition        Report By
 NM1665  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1665  HISTORY     - 1948     GOOD             CGS
 NM1665
 NM1665                          STATION DESCRIPTION
 NM1665
 NM1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1665'THE STATION IS A 4 LEGGED STEEL STRUCTURE, PAINTED SILVER AND
 NM1665'APPROXIMATELY 125 FEET HIGH.
 NM1665'
 NM1665'THE POINT INTERSECTED WAS THE BALL ATOP ROOF.
 NM1665'
 NM1665'TO REACH FROM THE NORTH WESTERN RAILROAD DEPOT IN SLOAN, GO
 NM1665'NORTH ON HIGHWAY 75 FOR 0.1 MILE TO THE TANK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0114 ***********************************************************************
 NM0114  DESIGNATION -  SLOAN RM 1
 NM0114  PID         -  NM0114
 NM0114  STATE/COUNTY-  IA/WOODBURY
 NM0114  USGS QUAD   -  SLOAN (1969)
 NM0114
 NM0114                         *CURRENT SURVEY CONTROL
 NM0114  ___________________________________________________________________
 NM0114* NAD 83(1986)-  42 12 52.     (N)    096 12 54.     (W)     SCALED    
 NM0114* NAVD 88     -       326.015  (meters)    1069.60   (feet)  ADJUSTED  
 NM0114  ___________________________________________________________________
 NM0114  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 NM0114  DYNAMIC HT  -         325.905 (meters)    1069.24  (feet)  COMP
 NM0114  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 NM0114
 NM0114  VERT ORDER  -  FIRST     CLASS II
 NM0114
 NM0114.The horizontal coordinates were scaled from a topographic map and have
 NM0114.an estimated accuracy of +/- 6 seconds.
 NM0114
 NM0114.The orthometric height was determined by differential leveling
 NM0114.and adjusted by the National Geodetic Survey in June 1991..
 NM0114
 NM0114.The geoid height was determined by GEOID03.
 NM0114
 NM0114.The dynamic height is computed by dividing the NAVD 88
 NM0114.geopotential number by the normal gravity value computed on the
 NM0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0114.degrees latitude (g = 980.6199 gals.).
 NM0114
 NM0114.The modeled gravity was interpolated from observed gravity values.
 NM0114
 NM0114;                    North         East    Units  Estimated Accuracy
 NM0114;SPC IA N     - 1,082,960.    1,275,860.      MT  (+/- 180 meters Scaled)
 NM0114
 NM0114                          SUPERSEDED SURVEY CONTROL
 NM0114
 NM0114  NGVD 29 (??/??/92)  325.868  (m)         1069.12   (f) ADJ UNCH    1 2
 NM0114
 NM0114.Superseded values are not recommended for survey control.
 NM0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0114.See file dsdata.txt to determine how the superseded data were derived.
 NM0114
 NM0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM298773(NAD 83)
 NM0114_MARKER: DR = REFERENCE MARK DISK
 NM0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0114_STAMPING: SLOAN NO 1 1948
 NM0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0114+STABILITY: SURFACE MOTION
 NM0114
 NM0114  HISTORY     - Date     Condition        Report By
 NM0114  HISTORY     - 1948     MONUMENTED       CGS
 NM0114  HISTORY     - 19890831 MARK NOT FOUND   NGS
 NM0114
 NM0114                          STATION DESCRIPTION
 NM0114
 NM0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0114'1.4 MI SE FROM SLOAN.
 NM0114'1.45 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0114'FROM THE STATION AT SLOAN, 0.2 MILE SOUTHWEST OF A FARMHOUSE,
 NM0114'156.9 FEET NORTHWEST OF TRIANGULATION STATION SLOAN, 102.0 FEET
 NM0114'NORTHEAST OF THE NORTHEAST RAIL, 208.0 FEET NORTH OF THE CENTER
 NM0114'LINE OF AN EAST AND WEST ROAD (THIS IS ALSO THE WOODBURY-MONONA
 NM0114'COUNTY LINE), 58.7 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 NM0114'HIGHWAY 75, 1.0 FEET SOUTHWEST OF A FENCE, SET IN THE TOP OF
 NM0114'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NM0114
 NM0114                          STATION RECOVERY (1989)
 NM0114
 NM0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0115 ***********************************************************************
 NM0115  DESIGNATION -  SLOAN RM 2
 NM0115  PID         -  NM0115
 NM0115  STATE/COUNTY-  IA/WOODBURY
 NM0115  USGS QUAD   -  SLOAN (1969)
 NM0115
 NM0115                         *CURRENT SURVEY CONTROL
 NM0115  ___________________________________________________________________
 NM0115* NAD 83(1986)-  42 12 52.     (N)    096 12 54.     (W)     SCALED    
 NM0115* NAVD 88     -       325.714  (meters)    1068.61   (feet)  ADJUSTED  
 NM0115  ___________________________________________________________________
 NM0115  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 NM0115  DYNAMIC HT  -         325.603 (meters)    1068.25  (feet)  COMP
 NM0115  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 NM0115
 NM0115  VERT ORDER  -  FIRST     CLASS II
 NM0115
 NM0115.The horizontal coordinates were scaled from a topographic map and have
 NM0115.an estimated accuracy of +/- 6 seconds.
 NM0115
 NM0115.The orthometric height was determined by differential leveling
 NM0115.and adjusted by the National Geodetic Survey in June 1991..
 NM0115
 NM0115.The geoid height was determined by GEOID03.
 NM0115
 NM0115.The dynamic height is computed by dividing the NAVD 88
 NM0115.geopotential number by the normal gravity value computed on the
 NM0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0115.degrees latitude (g = 980.6199 gals.).
 NM0115
 NM0115.The modeled gravity was interpolated from observed gravity values.
 NM0115
 NM0115;                    North         East    Units  Estimated Accuracy
 NM0115;SPC IA N     - 1,082,960.    1,275,860.      MT  (+/- 180 meters Scaled)
 NM0115
 NM0115                          SUPERSEDED SURVEY CONTROL
 NM0115
 NM0115  NGVD 29 (??/??/92)  325.567  (m)         1068.13   (f) ADJ UNCH    1 2
 NM0115
 NM0115.Superseded values are not recommended for survey control.
 NM0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0115.See file dsdata.txt to determine how the superseded data were derived.
 NM0115
 NM0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM298773(NAD 83)
 NM0115_MARKER: DR = REFERENCE MARK DISK
 NM0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0115_STAMPING: SLOAN NO 2 1948
 NM0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0115+STABILITY: SURFACE MOTION
 NM0115
 NM0115  HISTORY     - Date     Condition        Report By
 NM0115  HISTORY     - 1948     MONUMENTED       CGS
 NM0115  HISTORY     - 19890831 MARK NOT FOUND   NGS
 NM0115
 NM0115                          STATION DESCRIPTION
 NM0115
 NM0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0115'1.4 MI SE FROM SLOAN.
 NM0115'1.45 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0115'FROM THE STATION AT SLOAN, 0.2 MILE SOUTHWEST OF A FARMHOUSE,
 NM0115'262.0 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 75,
 NM0115'215.0 FEET EAST OF TRIANGULATION STATION SLOAN, 34.0 FEET NORTH
 NM0115'OF THE CENTER LINE OF AN EAST AND WEST ROAD (THIS IS ALSO THE
 NM0115'WOODBURY-MONONA COUNTY LINE), 2.2 FEET WEST OF A TELEPHONE POLE,
 NM0115'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 NM0115'THE GROUND.
 NM0115
 NM0115                          STATION RECOVERY (1989)
 NM0115
 NM0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1129 ***********************************************************************
 MJ1129  DESIGNATION -  SLOSS
 MJ1129  PID         -  MJ1129
 MJ1129  STATE/COUNTY-  IA/GUTHRIE
 MJ1129  USGS QUAD   -  CASEY (1971)
 MJ1129
 MJ1129                         *CURRENT SURVEY CONTROL
 MJ1129  ___________________________________________________________________
 MJ1129* NAD 83(1996)-  41 36 51.34060(N)    094 34 28.50644(W)     ADJUSTED  
 MJ1129* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 MJ1129  ___________________________________________________________________
 MJ1129  LAPLACE CORR-          -5.79  (seconds)                    DEFLEC99
 MJ1129  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 MJ1129
 MJ1129  HORZ ORDER  -  FIRST
 MJ1129
 MJ1129.The horizontal coordinates were established by classical geodetic methods
 MJ1129.and adjusted by the National Geodetic Survey in May 1999..
 MJ1129
 MJ1129.The orthometric height was scaled from a topographic map.
 MJ1129
 MJ1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1129
 MJ1129.The geoid height was determined by GEOID03.
 MJ1129
 MJ1129;                    North         East     Units Scale Factor Converg.
 MJ1129;SPC IA S     -   179,818.076   410,438.722   MT  0.99997435   -0 42 28.2
 MJ1129;UTM  15      - 4,608,146.870   368,810.042   MT  0.99981180   -1 02 45.1
 MJ1129
 MJ1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1129!SPC IA S     -   0.99994174  x   0.99997435  =   0.99991610
 MJ1129!UTM  15      -   0.99994174  x   0.99981180  =   0.99975355
 MJ1129
 MJ1129|---------------------------------------------------------------------|
 MJ1129| PID    Reference Object                     Distance      Geod. Az  |
 MJ1129|                                                           dddmmss.s |
 MJ1129| CL7599 SLOSS RM 1                           27.180 METERS 01214     |
 MJ1129| MJ1103 ADAIR WATER TANK                    APPROX.13.9 KM 2041720.1 |
 MJ1129| CL7600 SLOSS RM 2                                         24335     |
 MJ1129| MJ1130 MOHN                                APPROX.10.9 KM 2582526.7 |
 MJ1129|---------------------------------------------------------------------|
 MJ1129
 MJ1129                          SUPERSEDED SURVEY CONTROL
 MJ1129
 MJ1129  NAD 83(1986)-  41 36 51.33482(N)    094 34 28.51199(W) AD(       ) 1
 MJ1129  NAD 27      -  41 36 51.38200(N)    094 34 27.60600(W) AD(       ) 1
 MJ1129
 MJ1129.Superseded values are not recommended for survey control.
 MJ1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1129.See file dsdata.txt to determine how the superseded data were derived.
 MJ1129
 MJ1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG6881008147(NAD 83)
 MJ1129_MARKER: DS = TRIANGULATION STATION DISK
 MJ1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1129
 MJ1129  HISTORY     - Date     Condition        Report By
 MJ1129  HISTORY     - 1930     MONUMENTED       CGS
 MJ1129  HISTORY     - 1968     GOOD             USGS
 MJ1129
 MJ1129                          STATION DESCRIPTION
 MJ1129
 MJ1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MJ1129'STATION IS ABOUT 5-1/2 MILES SW OF GUTHRIE CENTER, ON A HILL ON
 MJ1129'A FARM OWNED BY THE SLOSS ESTATE AND IN CHARGE OF S.G. SLOSS, AND
 MJ1129'IS 0.4 MILE SW OF A SCHOOLHOUSE ON THE CROWN OF A RIDGE AND NEAR
 MJ1129'A DESERTED AND NEARLY DEMOLISHED FARMHOUSE.  THE MARK IS DEPRESSED
 MJ1129'12 INCHES AT A POINT 12.0 METERS S OF A LARGE PROMINENT TREE,
 MJ1129'4.85 METERS W OF A FENCE LINE, AND 13.65 METERS SE OF A PUMP.
 MJ1129'
 MJ1129'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 MJ1129'DISKS SET IN CONCRETE.
 MJ1129'
 MJ1129'REFERENCE MARK NO. 1, A FLUSH MARK, IS NEAR THE GATE ON THE E
 MJ1129'SIDE OF THE HOUSE, 4.0 METERS N OF THE WHEEL TRACKS, 0.7 METER
 MJ1129'E OF A FENCE, AND 15.4 METERS N OF THE LARGE TREE.  REFERENCE
 MJ1129'MARK NO. 2, A FLUSH MARK, IS ON A RIDGE SW OF THE OLD HOUSE, ABOUT
 MJ1129'120 METERS W OF A GATE, AND 0.5 METER N OF A FENCE LINE.
 MJ1129'
 MJ1129'TO REACH FROM GUTHRIE CENTER BY ROUTE 7, GO W ABOUT 1/2 MILE
 MJ1129'TO THE FAIR GROUNDS.  TURN S ON THE ROAD TOWARD CASEY, JUST
 MJ1129'W OF THE FAIR GROUNDS, AND FOLLOW MAIN ROAD S 3.9 MILES TO
 MJ1129'ROAD LEADING W.  FOLLOW THIS ROAD W 0.9 MILE TO A CROSS ROAD.
 MJ1129'KEEP STRAIGHT AHEAD AT CROSS ROAD AND CONTINUE 0.7 MILE TO A
 MJ1129'FORK.  KEEP LEFT FORK OPPOSITE WHITE HOUSE, AND FOLLOW 0.8 MILE TO
 MJ1129'TOP OF HILL.  TURN RIGHT, DOWN THE HILL A SHORT DISTANCE, AND
 MJ1129'TAKE FIRST ROAD LEADING W NEAR A HOUSE.  FOLLOW W ABOUT 3/4
 MJ1129'MILE TO A SCHOOL BUILDING ON RIGHT.  THIS ROAD TO SCHOOLHOUSE
 MJ1129'IS VERY LITTLE USED.  AT THE SW CORNER OF THE SCHOOLYARD
 MJ1129'TURN S ACROSS A NARROW FILL, THENCE W UP A NARROW BUSHY ROAD
 MJ1129'ABOUT 1/4 MILE TO WHERE THE ROAD IS FENCED OFF.  PASS
 MJ1129'THROUGH A GATE ON THE S AND FOLLOW WHEEL TRACKS ABOUT 100
 MJ1129'YARDS TO THE DESERTED FARM BUILDINGS.
 MJ1129'
 MJ1129'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MJ1129
 MJ1129                          STATION RECOVERY (1968)
 MJ1129
 MJ1129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MJ1129'ALL MARKS FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1711 ***********************************************************************
 NM1711  DESIGNATION -  SMALL
 NM1711  PID         -  NM1711
 NM1711  STATE/COUNTY-  IA/PLYMOUTH
 NM1711  USGS QUAD   -  JEFFERSON (1994)
 NM1711
 NM1711                         *CURRENT SURVEY CONTROL
 NM1711  ___________________________________________________________________
 NM1711* NAD 83(1996)-  42 36 44.79977(N)    096 30 25.04240(W)     ADJUSTED  
 NM1711* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 NM1711  ___________________________________________________________________
 NM1711  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 NM1711  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 NM1711
 NM1711  HORZ ORDER  -  THIRD
 NM1711
 NM1711.The horizontal coordinates were established by classical geodetic methods
 NM1711.and adjusted by the National Geodetic Survey in May 1999..
 NM1711
 NM1711.The orthometric height was scaled from a topographic map.
 NM1711
 NM1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1711
 NM1711.The geoid height was determined by GEOID03.
 NM1711
 NM1711;                    North         East     Units Scale Factor Converg.
 NM1711;SPC IA N     - 1,127,953.398 1,253,339.898   MT  0.99994583   -2 02 16.6
 NM1711;SPC SD S     -    38,238.898   913,867.912   MT  1.00005960   +2 38 22.7
 NM1711;SPC SD S     -   125,455.45  2,998,248.31   sFT  1.00005960   +2 38 22.7
 NM1711;SPC NE       -   314,359.617   786,487.484   MT  0.99984545   +2 18 53.4
 NM1711;UTM  14      - 4,720,791.784   704,481.819   MT  1.00011446   +1 41 18.5
 NM1711
 NM1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1711!SPC IA N     -   0.99994475  x   0.99994583  =   0.99989059
 NM1711!SPC SD S     -   0.99994475  x   1.00005960  =   1.00000435
 NM1711!SPC NE       -   0.99994475  x   0.99984545  =   0.99979021
 NM1711!UTM  14      -   0.99994475  x   1.00011446  =   1.00005921
 NM1711
 NM1711:                Primary Azimuth Mark                     Grid Az
 NM1711:SPC IA N     -  SMALL AZ MK                              091 03 22.2
 NM1711:SPC SD S     -  SMALL AZ MK                              086 22 42.9
 NM1711:SPC NE       -  SMALL AZ MK                              086 42 12.2
 NM1711:UTM  14      -  SMALL AZ MK                              087 19 47.1
 NM1711
 NM1711|---------------------------------------------------------------------|
 NM1711| PID    Reference Object                     Distance      Geod. Az  |
 NM1711|                                                           dddmmss.s |
 NM1711| CO4561 SMALL AZ MK                                        0890105.6 |
 NM1711| CO4563 SMALL RM 2                           31.373 METERS 23320     |
 NM1711| NM1838 JEFFERSON MUNICIPAL TANK            APPROX. 4.3 KM 2552758.2 |
 NM1711| NM1839 JEFFERSON ST PETERS CATH CH         APPROX. 4.5 KM 2580318.9 |
 NM1711| CO4562 SMALL RM 1                           38.609 METERS 33112     |
 NM1711|---------------------------------------------------------------------|
 NM1711
 NM1711                          SUPERSEDED SURVEY CONTROL
 NM1711
 NM1711  NAD 83(1996)-  42 36 44.79977(N)    096 30 25.04240(W) AD(       ) 3
 NM1711  NAD 83(1996)-  42 36 44.79977(N)    096 30 25.04239(W) AD(       ) 3
 NM1711  NAD 83(1996)-  42 36 44.79968(N)    096 30 25.04244(W) AD(       ) 3
 NM1711  NAD 83(1986)-  42 36 44.80300(N)    096 30 25.03999(W) AD(       ) 3
 NM1711  NAD 27      -  42 36 44.82200(N)    096 30 23.93700(W) AD(       ) 3
 NM1711
 NM1711.Superseded values are not recommended for survey control.
 NM1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1711.See file dsdata.txt to determine how the superseded data were derived.
 NM1711
 NM1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN0448220792(NAD 83)
 NM1711_MARKER: DS = TRIANGULATION STATION DISK
 NM1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1711
 NM1711  HISTORY     - Date     Condition        Report By
 NM1711  HISTORY     - 1948     MONUMENTED       CGS
 NM1711
 NM1711                          STATION DESCRIPTION
 NM1711
 NM1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1711'LOCATED ABOUT 9 MILES NORTHWEST OF SIOUX CITY AND 3 MILES EAST
 NM1711'AND 3/4 MILE NORTH OF JEFFERSON, ON PROPERTY OWNED BY CHARLES
 NM1711'AND JOHN SMALL.  IT IS IS THE NW 1/4 OF SEC. 15, T. 90 N., R.
 NM1711'48 W., AND IS ON A HIGH BLUFF OVERLOOKING THE BIG SIOUX RIVER
 NM1711'TO THE WEST.  IT IS 87 FEET SOUTH OF A FENCE LINE, 24 FEET
 NM1711'SOUTHEAST OF THE SOUTH EDGE OF A FARM ROAD AT THE TOP OF THE
 NM1711'RIDGE AND 7.3 FEET SOUTHEAST OF A WITNESS POST.  THE MARK
 NM1711'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED SMALL 1948.
 NM1711'
 NM1711'REFERENCE MARK NO. 1 IS 126.67 FEET NORTHWEST OF THE STATION
 NM1711'AND IN THE FENCE LINE THAT IS NORTH OF THE STATION.  THE MARK
 NM1711'PROJECTS 6 INCHES AND THE DISC IS STAMPED SMALL NO 1 1948.
 NM1711'
 NM1711'REFERENCE MARK NO. 2 IS 102.93 FEET SOUTHWEST OF THE STATION, 100
 NM1711'FEET NORTH OF THE SOUTH EDGE OF THE BLUFF.  THE MARK PROJECTS
 NM1711'6 INCHES AND THE DISC IS STAMPED SMALL NO 2 1948.
 NM1711'
 NM1711'AZIMUTH MARK IS ABOUT 0.5 MILE EAST-NORTHEAST OF THE STATION,
 NM1711'45 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROUTE
 NM1711'12, 12 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE FARM
 NM1711'LANE, 18 FEET SOUTHWEST OF THE GATE POST AT THE ENTRANCE TO
 NM1711'THE LANE AND 3 FEET SOUTHEAST OF A WITNESS POST.  THE MARK
 NM1711'PROJECTS 6 INCHES AND THE DISC IS STAMPED SMALL 1948.
 NM1711'
 NM1711'STATION WAS REACHED FROM THE JUNCTION OF STATE ROUTES 12 AND
 NM1711'29 BY GOING NORTHWESTERLY ON STATE ROUTE 12 FOR 7.9 MILES
 NM1711'TO A FARM LANE ON THE LEFT, OPPOSITE A SMALL GAS STATION
 NM1711'AND STORE.  TURN LEFT AND FOLLOW FARM ROAD FOR 0.7 MILE TO
 NM1711'WIRE GATE AT ENTRANCE TO FARM YARD.  GO THRU GATE AND FOLLOW
 NM1711'FARM ROAD NORTHWEST THRU THE FARM YARD AND TO THE TOP OF
 NM1711'SADDLE, 0.15 MILES, AND THE STATION SITE ON THE HIGH PART
 NM1711'OF THE HILL.
 NM1711'
 NM1711'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0505 ***********************************************************************
 LE0505  DESIGNATION -  SMALL
 LE0505  PID         -  LE0505
 LE0505  STATE/COUNTY-  IA/DAVIS
 LE0505  USGS QUAD   -  LANCASTER (1979)
 LE0505
 LE0505                         *CURRENT SURVEY CONTROL
 LE0505  ___________________________________________________________________
 LE0505* NAD 83(1996)-  40 35 38.10248(N)    092 31 25.03317(W)     ADJUSTED  
 LE0505* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 LE0505  ___________________________________________________________________
 LE0505  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LE0505  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LE0505
 LE0505  HORZ ORDER  -  SECOND
 LE0505
 LE0505.The horizontal coordinates were established by classical geodetic methods
 LE0505.and adjusted by the National Geodetic Survey in May 1999..
 LE0505
 LE0505.The orthometric height was scaled from a topographic map.
 LE0505
 LE0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0505
 LE0505.The geoid height was determined by GEOID03.
 LE0505
 LE0505;                    North         East     Units Scale Factor Converg.
 LE0505;SPC IA S     -    66,417.681   582,648.592   MT  1.00000409   +0 38 35.3
 LE0505;SPC MO C     -   528,393.098   498,000.686   MT  0.99993338   -0 00 55.3
 LE0505;UTM  15      - 4,493,788.668   540,309.213   MT  0.99962000   +0 18 35.9
 LE0505
 LE0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0505!SPC IA S     -   0.99996213  x   1.00000409  =   0.99996622
 LE0505!SPC MO C     -   0.99996213  x   0.99993338  =   0.99989551
 LE0505!UTM  15      -   0.99996213  x   0.99962000  =   0.99958215
 LE0505
 LE0505:                Primary Azimuth Mark                     Grid Az
 LE0505:SPC IA S     -  BLOOMFIELD DAVIS CTHSE STATUE            027 12 34.4
 LE0505:SPC MO C     -  BLOOMFIELD DAVIS CTHSE STATUE            027 52 05.0
 LE0505:UTM  15      -  BLOOMFIELD DAVIS CTHSE STATUE            027 32 33.8
 LE0505
 LE0505|---------------------------------------------------------------------|
 LE0505| PID    Reference Object                     Distance      Geod. Az  |
 LE0505|                                                           dddmmss.s |
 LE0505| LE0447 BLOOMFIELD DAVIS CTHSE STATUE       APPROX.19.8 KM 0275109.7 |
 LE0505| LE0448 BLOOMFIELD MUNICIPAL TANK           APPROX.19.8 KM 0280743.5 |
 LE0505| CL9463 SMALL RM 2                           34.717 METERS 09446     |
 LE0505| CL9460 SMALL AZ MK                                        1715341.2 |
 LE0505| CL9461 SMALL AZ MK 2                                      1721128.6 |
 LE0505| LE0507 TOWNSHIP CORNER MK NEAR SMALL        10.028 METERS 18204     |
 LE0505| LE0506 LANCASTER MUNICIPAL TANK            APPROX. 7.8 KM 1821354.8 |
 LE0505| LE0504 LANCASTER SCHUYLER CO CTHSE         APPROX. 7.9 KM 1822610.4 |
 LE0505| CL9462 SMALL RM 1                           38.265 METERS 35941     |
 LE0505|---------------------------------------------------------------------|
 LE0505
 LE0505                          SUPERSEDED SURVEY CONTROL
 LE0505
 LE0505  NAD 83(1986)-  40 35 38.10976(N)    092 31 25.04609(W) AD(       ) 2
 LE0505  NAD 27      -  40 35 38.00420(N)    092 31 24.37750(W) AD(       ) 2
 LE0505
 LE0505.Superseded values are not recommended for survey control.
 LE0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0505.See file dsdata.txt to determine how the superseded data were derived.
 LE0505
 LE0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE4030993789(NAD 83)
 LE0505_MARKER: DS = TRIANGULATION STATION DISK
 LE0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0505_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0505
 LE0505  HISTORY     - Date     Condition        Report By
 LE0505  HISTORY     - 1934     MONUMENTED       CGS
 LE0505  HISTORY     - 1963     GOOD             USAF
 LE0505  HISTORY     - 1970     GOOD             NGS
 LE0505  HISTORY     - 1974     GOOD             NGS
 LE0505
 LE0505                          STATION DESCRIPTION
 LE0505
 LE0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0505'STATION IS ABOUT 12 MILES SW OF BLOOMFIELD, IOWA, ABOUT 5 MILES
 LE0505'N OF LANCASTER, MISSOURI, AT THE SW CORNER OF SEC. 18, T 67
 LE0505'N, R 14 W, ON PROPERTY OF THE SMALL ESTATE, ABOUT 375 FEET W OF
 LE0505'CENTER LINE OF U.S. HIGHWAY 63, 32.9 FEET N OF THE CENTER OF THE
 LE0505'TOWNSHIP CORNER MONUMENT AT THE CENTER OF THE E-W STATE LINE
 LE0505'ROAD, (THE MONUMENT IS ABOUT 5 INCHES BELOW THE ROAD SURFACE),
 LE0505'1 FOOT E OF THE N-S TOWNSHIP LINE FENCE, 17 FEET N OF FENCE
 LE0505'CORNER POST, 34 FEET WNW OF A 15-INCH MAPLE, AND THE MARK
 LE0505'PROJECTS 8 INCHES.
 LE0505'
 LE0505'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LE0505'BRONZE DISKS SET IN CONCRETE.
 LE0505'
 LE0505'REFERENCE MARK NO. 1 IS N OF THE STATION, 1 FOOT E OF THE N-S
 LE0505'FENCE, 2 FEET SSE OF A FENCE POST, AND IT PROJECTS 8 INCHES.
 LE0505'
 LE0505'REFERENCE MARK NO. 2 IS E OF STATION, 21 FEET N OF CENTER LINE
 LE0505'OF STATE LINE ROAD, 26 FEET W OF AN 18-INCH MAPLE, 176.61 FEET
 LE0505'SE OF REFERENCE MARK NO. 1, AND IT PROJECTS 8 INCHES.
 LE0505'
 LE0505'AZIMUTH MARK IS S OF STATION, 42 FEET W OF CENTER LINE OF U.S.
 LE0505'HIGHWAY 63, 26 FEET S OF CENTER LINE OF E-W T-ROAD, 2 FEET
 LE0505'SW OF CORNER POST, AND IT PROJECTS 8 INCHES.
 LE0505'
 LE0505'THE TOWNSHIP CORNER MONUMENT IS AN APPROXIMATELY SQUARE STONE POST
 LE0505'(ABOUT 10- BY 12-INCHES) FROM WHICH ONE CORNER HAS BEEN BROKEN.
 LE0505'IT IS 16 FEET S OF THE FENCE CORNER POST.
 LE0505'
 LE0505'TO REACH FROM THE COURTHOUSE IN LANCASTER, MISSOURI, GO N ON
 LE0505'U.S. HIGHWAY 63, 5.1 MILES TO THE MISSOURI-IOWA STATE LINE.  TURN
 LE0505'W ON THE STATE LINE ROAD, AND GO 375 FEET TO THE STATION ON THE
 LE0505'N SIDE OF THE ROAD.
 LE0505'
 LE0505'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 LE0505'
 LE0505'ALL LIGHTS CAME INTO VIEW AT 20 FEET.
 LE0505
 LE0505                          STATION RECOVERY (1963)
 LE0505
 LE0505'RECOVERY NOTE BY US AIR FORCE 1963
 LE0505'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LE0505'CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.  THE
 LE0505'DESCRIPTION IS ADEQUATE.
 LE0505
 LE0505                          STATION RECOVERY (1970)
 LE0505
 LE0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LE0505'THE STATION MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED
 LE0505'AND FOUND IN GOOD CONDITION. REFERENCE MARK NO. 2 WAS RECOVERED
 LE0505'AND FOUND WITH PART OF THE DISK SHEARED OFF AND THE CONCRETE POST
 LE0505'WAS CHIPPED ON ONE SIDE, THE DIRECTION FAILED TO CHECK BY 23
 LE0505'MINUTES 50 SECONDS AND THE DISTANCE FAILED TO CHECK BY 0.30
 LE0505'FEET.  THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 WAS
 LE0505'NOT CHECKED DUE TO BRUSH ON LINE TO THE MARK.  THE AZIMUTH MARK
 LE0505'WAS DESTROYED BY ROAD CONSTRUCTION.  THE OLD TOWNSHIP CORNER
 LE0505'MARK WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LE0505'
 LE0505'A NEW AZIMUTH MARK WAS SET.
 LE0505'
 LE0505'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 63 AND
 LE0505'136 AT THE WEST SIDE OF LANCASTER, MISSOURI, GO NORTH ON U.S.
 LE0505'HIGHWAY 63 FOR 4.1 MILES TO A FIELD ENTRANCE AND THE AZIMUTH MARK
 LE0505'ON THE RIGHT.  CONTINUE NORTH ON U.S. HIGHWAY 63 FOR 1.2 MILES
 LE0505'TO A CROSSROAD.  TURN LEFT AND GO WEST ON STATE LINE ROAD FOR
 LE0505'0.05 MILE TO A FIELD ENTRANCE AND THE STATION ON THE RIGHT.
 LE0505'
 LE0505'STATION MARK, A STANDARD DISK STAMPED SMALL 1934, IS SET IN THE
 LE0505'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 37
 LE0505'FEET NORTH OF THE CENTER OF THE ROAD, 13 FEET EAST OF THE CENTER
 LE0505'OF A FIELD ENTRANCE, 4 FEET SOUTH OF A POWERLINE POLE USED AS A
 LE0505'CORNER FENCE POST, AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 LE0505'UNDERGROUND MARK WAS NOT INSPECTED.
 LE0505'
 LE0505'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SMALL NO. 1 1934,
 LE0505'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 LE0505'INCHES.  IT IS 162.5 FEET NORTH OF THE CENTER OF THE GRAVELED
 LE0505'ROAD, 121.5 FEET NORTH OF THE POWERLINE POLE, AND 1 FOOT EAST
 LE0505'OF A FENCE.
 LE0505'
 LE0505'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SMALL NO. 2 1934,
 LE0505'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 LE0505'INCHES.  IT IS 25 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD.
 LE0505'
 LE0505'AZIMUTH MARK, A STANDARD DISK STAMPED SMALL 1934 1970, IS SET IN THE
 LE0505'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 68.5
 LE0505'FEET EAST OF THE CENTER OF U.S. HIGHWAY 63, 9 FEET SOUTH OF THE
 LE0505'CENTER OF A FIELD ENTRANCE, 2 FEET SOUTHWEST OF THE SOUTH GATE
 LE0505'POST FOR A METAL GATE, 1 FOOT WEST OF A FENCE, AND 1 FOOT NORTH
 LE0505'OF A METAL WITNESS POST.
 LE0505'
 LE0505'OLD TOWNSHIP CORNER MARK (STONE POST) IS 32.90 FEET SOUTH OF THE
 LE0505'STATION.  IT IS 37 FEET SOUTH OF A CORNER FENCE POST 6 INCHES
 LE0505'BELOW THE SURFACE OF ROAD BED.
 LE0505'
 LE0505'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5 MILES
 LE0505'NORTH OF LANCASTER, MO.
 LE0505
 LE0505                          STATION RECOVERY (1974)
 LE0505
 LE0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LE0505'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE 1934
 LE0505'1970 AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1970 AND THE 1970
 LE0505'DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE MARKS.  THIS STATION
 LE0505'WAS OCCUPIED THIS DATE FOR A POLARIS OBSERVATION.
 LE0505'
 LE0505'NOTE--THE LANCASTER, SCHUYLER COUNTY COURTHOUSE WAS REMOVED AND A
 LE0505'NEW COURTHOUSE WAS BUILT IN 1960 AND DEDICATED IN 1961.
 LE0505'
 LE0505'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/4 MILES
 LE0505'NORTH OF LANCASTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0679 ***********************************************************************
 NL0679  DESIGNATION -  SMITH
 NL0679  PID         -  NL0679
 NL0679  STATE/COUNTY-  IA/CHEROKEE
 NL0679  USGS QUAD   -  CHEROKEE SOUTH (1969)
 NL0679
 NL0679                         *CURRENT SURVEY CONTROL
 NL0679  ___________________________________________________________________
 NL0679* NAD 83(1996)-  42 38 23.36907(N)    095 32 43.77803(W)     ADJUSTED  
 NL0679* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 NL0679  ___________________________________________________________________
 NL0679  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 NL0679  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 NL0679
 NL0679  HORZ ORDER  -  SECOND
 NL0679
 NL0679.The horizontal coordinates were established by classical geodetic methods
 NL0679.and adjusted by the National Geodetic Survey in May 1999..
 NL0679
 NL0679.The orthometric height was scaled from a topographic map.
 NL0679
 NL0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0679
 NL0679.The geoid height was determined by GEOID03.
 NL0679
 NL0679;                    North         East     Units Scale Factor Converg.
 NL0679;SPC IA N     - 1,128,636.986 1,332,263.059   MT  0.99994549   -1 23 10.8
 NL0679;UTM  15      - 4,723,960.537   291,307.477   MT  1.00013586   -1 43 29.7
 NL0679
 NL0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0679!SPC IA N     -   0.99993832  x   0.99994549  =   0.99988381
 NL0679!UTM  15      -   0.99993832  x   1.00013586  =   1.00007417
 NL0679
 NL0679|---------------------------------------------------------------------|
 NL0679| PID    Reference Object                     Distance      Geod. Az  |
 NL0679|                                                           dddmmss.s |
 NL0679| CO4566 SMITH RM 1                           29.741 METERS 05656     |
 NL0679| NL0641 HOLSTEIN MUNICIPAL TANK             APPROX.16.8 KM 1793028.6 |
 NL0679| CO4565 SMITH AZ MK 2                                      2464000.1 |
 NL0679| CO4564 SMITH AZ MK                                        2464000.1 |
 NL0679| CO4567 SMITH RM 2                           26.061 METERS 33912     |
 NL0679|---------------------------------------------------------------------|
 NL0679
 NL0679                          SUPERSEDED SURVEY CONTROL
 NL0679
 NL0679  NAD 83(1996)-  42 38 23.36916(N)    095 32 43.77802(W) AD(       ) 2
 NL0679  NAD 83(1996)-  42 38 23.36836(N)    095 32 43.77674(W) AD(       ) 2
 NL0679  NAD 83(1986)-  42 38 23.36868(N)    095 32 43.77592(W) AD(       ) 2
 NL0679  NAD 27      -  42 38 23.42800(N)    095 32 42.74500(W) AD(       ) 2
 NL0679
 NL0679.Superseded values are not recommended for survey control.
 NL0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0679.See file dsdata.txt to determine how the superseded data were derived.
 NL0679
 NL0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH9130723961(NAD 83)
 NL0679_MARKER: DS = TRIANGULATION STATION DISK
 NL0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0679
 NL0679  HISTORY     - Date     Condition        Report By
 NL0679  HISTORY     - 1950     MONUMENTED       CGS
 NL0679  HISTORY     - 1972     GOOD             NGS
 NL0679
 NL0679                          STATION DESCRIPTION
 NL0679
 NL0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0679'THE STATION IS LOCATED ABOUT 10-1/2 MILES NORTH OF HOLSTEIN, 7
 NL0679'MILES SOUTH AND 1/2 MILE EAST OF CHEROKEE, AT THE FARM HOME
 NL0679'OF MR. OSCAR SMITH.  IT IS 127 FEET SOUTHEAST OF THE SOUTHEAST
 NL0679'CORNER OF THE FARM HOME, 80 FEET SOUTH OF A YARD FENCE,
 NL0679'74 FEET SOUTH OF A LARGE TILE RESERVOIR, 54 FEET SOUTHWEST
 NL0679'OF A POWER LINE POLE, 51 FEET SOUTHEAST OF A WELL CURB, 47 FEET
 NL0679'WEST OF THE CENTERLINE OF A GRAVEL ROAD, 18 FEET NORTHWEST
 NL0679'OF A TELEPHONE POLE AND 17 FEET SOUTH OF THE CENTERLINE OF
 NL0679'DRIVEWAY.  THE MARK IS SET ABOUT 12 INCHES BELOW THE SURFACE
 NL0679'OF THE GROUND AND THE DISK IS STAMPED SMITH 1950.
 NL0679'
 NL0679'REFERENCE MARK NO. 1 IS 35 FEET EAST OF THE CENTERLINE OF
 NL0679'A GRAVEL ROAD, 13 FEET NORTH OF A POWER LINE POLE AND 1
 NL0679'FOOT WEST OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES
 NL0679'AND THE DISK IS STAMPED SMITH NO 1 1950.
 NL0679'
 NL0679'REFERENCE MARK NO. 2 IS 65 FEET NORTH OF A DRIVEWAY, 38 FEET
 NL0679'NORTH OF A WELL CURB, 42.5 FEET SOUTHEAST OF THE SOUTHEAST
 NL0679'CORNER OF THE FARM HOME, 39 FEET EAST OF A LARGE RESERVOIR
 NL0679'AND 1 FOOT SOUTH OF A YARD FENCE.  THE MARK PROJECTS ABOUT
 NL0679'4 INCHES AND THE DISK IS STAMPED SMITH NO 2 1950.
 NL0679'
 NL0679'AZIMUTH MARK IS 97 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 NL0679'59, 57 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 52 FEET
 NL0679'NORTHEAST OF THE SOUTHEAST CORNER OF A FARM HOME, 42 FEET
 NL0679'NORTHEAST OF THE NORTH TREE OF TWO AND 2 FEET EAST
 NL0679'OF A WHITE WITNESS POST.  THE MARK IS SET FLUSH WITH
 NL0679'THE GROUND AND THE DISK IS STAMPED SMITH 1950.
 NL0679'
 NL0679'TO REACH THE STATION FROM THE DEPOT IN THE SMALL CITY OF HOLSTEIN,
 NL0679'GO NORTH ON U.S. HIGHWAY 59 FOR 9.1 MILE TO A SMALL CONCRETE
 NL0679'HIGHWAY BRIDGE, CONTINUE NORTH FOR 0.6 MILE TO A CROSSROADS.
 NL0679'(AZIMUTH MARK REACHED FROM THIS POINT BY CONTINUEING NORTH
 NL0679'ON HIGHWAY FOR 0.2 MILE TO FARM HOME ON LEFT AND AZIMUTH
 NL0679'MARK AS DESCRIBED.) TURN RIGHT (EAST) AND GO 0.5 MILE TO
 NL0679'A SIDE ROAD LEFT.  TURN LEFT (NORTH) FOR 0.35 MILE TO FARM
 NL0679'HOME ON LEFT AND STATION AS DESCRIBED.
 NL0679'
 NL0679'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NL0679
 NL0679                          STATION RECOVERY (1972)
 NL0679
 NL0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NL0679'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE
 NL0679'TO ROAD CONSTRUCTION ON U.S. HIGHWAY 59, THE AZIMUTH MARK
 NL0679'HAD TO BE MOVED.  A NEW AZIMUTH MARK WAS SET ON LINE WITH
 NL0679'THE OLD AZIMUTH MARK TO THE STATION MARK.  THE DESCRIPTION
 NL0679'OF THE ROUTE TO REACH THE STATION AND THE DESCRIPTION OF THE
 NL0679'STATION AND REFERENCE MARKS ARE ADEQUATE FOR RECOVERY.
 NL0679'
 NL0679'FOLLOWING IS A DESCRIPTION FOR THE NEW AZIMUTH MARK.
 NL0679'
 NL0679'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SMITH 1951 1972,
 NL0679'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NL0679'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 110 FEET
 NL0679'EAST-SOUTHEAST OF A YARD LIGHT POLE, 59 FEET SOUTH-SOUTHEAST OF A
 NL0679'12-INCH EVERGREEN TREE, 53 FEET NORTH OF THE NORTHEAST
 NL0679'CORNER OF A SHED AND 26 FEET NORTH OF THE CENTER OF A
 NL0679'DRIVEWAY AND IN THE SAME FARM YARD AS THE 1950 AZIMUTH MARK
 NL0679'DESCRIBED IN 1962.
 NL0679'
 NL0679'THE DISTANCES LISTED ABOVE TO THE R.M.S IS THE 1950 DISTANCES.
 NL0679'
 NL0679'SMITH AZIMUTH MARK 1950 TO SMITH AZIMUTH MARK 1950 1972
 NL0679'= +0.8340 M.
 NL0679'
 NL0679'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 NL0679'SOUTH-SOUTHEAST OF CHEROKEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0669 ***********************************************************************
 NL0669  DESIGNATION -  SMITHLAND
 NL0669  PID         -  NL0669
 NL0669  STATE/COUNTY-  IA/WOODBURY
 NL0669  USGS QUAD   -  OTO (1969)
 NL0669
 NL0669                         *CURRENT SURVEY CONTROL
 NL0669  ___________________________________________________________________
 NL0669* NAD 83(1996)-  42 15 55.97079(N)    095 56 55.11176(W)     ADJUSTED  
 NL0669* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 NL0669  ___________________________________________________________________
 NL0669  LAPLACE CORR-          -6.14  (seconds)                    DEFLEC99
 NL0669  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 NL0669
 NL0669  HORZ ORDER  -  FIRST
 NL0669
 NL0669.The horizontal coordinates were established by classical geodetic methods
 NL0669.and adjusted by the National Geodetic Survey in May 1999..
 NL0669
 NL0669.The orthometric height was scaled from a topographic map.
 NL0669
 NL0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0669
 NL0669.The geoid height was determined by GEOID03.
 NL0669
 NL0669;                    North         East     Units Scale Factor Converg.
 NL0669;SPC IA N     - 1,087,959.540 1,298,008.119   MT  0.99996985   -1 39 34.4
 NL0669;UTM  15      - 4,683,471.063   256,807.982   MT  1.00032776   -1 59 02.9
 NL0669;UTM  14      - 4,683,769.696   751,664.351   MT  1.00037936   +2 03 11.9
 NL0669
 NL0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0669!SPC IA N     -   0.99993585  x   0.99996985  =   0.99990570
 NL0669!UTM  15      -   0.99993585  x   1.00032776  =   1.00026359
 NL0669!UTM  14      -   0.99993585  x   1.00037936  =   1.00031519
 NL0669
 NL0669|---------------------------------------------------------------------|
 NL0669| PID    Reference Object                     Distance      Geod. Az  |
 NL0669|                                                           dddmmss.s |
 NL0669| CO4569 SMITHLAND RM 1                       18.638 METERS 07919     |
 NL0669| CO4568 SMITHLAND AZ MK                                    1581527.2 |
 NL0669| CO4570 SMITHLAND RM 2                       23.936 METERS 27735     |
 NL0669|---------------------------------------------------------------------|
 NL0669
 NL0669                          SUPERSEDED SURVEY CONTROL
 NL0669
 NL0669  NAD 83(1996)-  42 15 55.97103(N)    095 56 55.11196(W) AD(       ) 1
 NL0669  NAD 83(1996)-  42 15 55.97081(N)    095 56 55.11216(W) AD(       ) 1
 NL0669  NAD 83(1986)-  42 15 55.97160(N)    095 56 55.11044(W) AD(       ) 1
 NL0669  NAD 27      -  42 15 56.00400(N)    095 56 54.07400(W) AD(       ) 1
 NL0669
 NL0669.Superseded values are not recommended for survey control.
 NL0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0669.See file dsdata.txt to determine how the superseded data were derived.
 NL0669
 NL0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5680883471(NAD 83)
 NL0669_MARKER: DS = TRIANGULATION STATION DISK
 NL0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0669
 NL0669  HISTORY     - Date     Condition        Report By
 NL0669  HISTORY     - 1950     MONUMENTED       CGS
 NL0669
 NL0669                          STATION DESCRIPTION
 NL0669
 NL0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0669'STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF SMITHLAND AND
 NL0669'10 MILES NORTHWEST OF MAPLETON AND ON PROPERTY OWNED BY MR.
 NL0669'HENRY D. BOCKELMAN.  IT IS ABOUT 45 FEET NORTH OF THE HIGHEST
 NL0669'PART OF A ROUNDED HILL AND AT THE NORTH EDGE OF A CULTIVATED
 NL0669'FIELD, 13-1/2 SOUTH OF A FENCE, 15.5 FEET SOUTHWEST OF A WITNESS
 NL0669'POST AND ABOUT 30 FEET SOUTH OF A ROW OF TREES.  THE SURFACE
 NL0669'MARK IS ABOUT 16 INCHES BELOW THE SURFACE OF THE GROUND AND
 NL0669'THE DISC IS STAMPED, SMITHLAND 1950.
 NL0669'
 NL0669'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL, ABOUT
 NL0669'4 FEET LOWER THAN THE STATION MARK AND 1 FOOT SOUTH OF THE
 NL0669'FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISC IS
 NL0669'STAMPED, SMITHLAND NO 1 1950.
 NL0669'
 NL0669'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL, ABOUT
 NL0669'4-1/2 FEET LOWER THAN THE STATION MARK AND 1 FOOT SOUTH
 NL0669'OF THE FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISC
 NL0669'IS STAMPED, SMITHLAND NO 2 1950.
 NL0669'
 NL0669'AZIMUTH MARK IS ON THE NORTH SIDE OF A GRAVEL ROAD, 36 FEET
 NL0669'NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, 1 FOOT NORTH
 NL0669'OF THE RIGHT-OF-WAY FENCE, 86 FEET EAST OF A POWERLINE POLE
 NL0669'AND 90 FEET EAST OF A DRIVEWAY AT THE ENTRANCE TO A PASTURE.
 NL0669'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED,
 NL0669'SMITHLAND 1950.
 NL0669'
 NL0669'STATION WAS REACHED FROM THE INTERSECTION OF STATE HIGHWAYS
 NL0669'141 AND 31 NORTH OF THE BUSINESS DISTRICT OF SMITHLAND, BY
 NL0669'GOING WESTERLY ON STATE ROUTE 141 FOR 0.55 MILE TO A GRAVEL
 NL0669'ROAD TO THE RIGHT OR NORTH.  TURN RIGHT AND FOLLOW GRAVEL ROAD
 NL0669'NORTH AND WEST FOR 2.15 MILES TO THE AZIMUTH MARK ON THE RIGHT
 NL0669'AS DESCRIBED ABOVE.  CONTINUE WESTERLY FOR 0.1 MILE TO MR.
 NL0669'BOCKELMANS HOUSE ON THE LEFT.  CONTINUE FOR 0.05 MILES TO A
 NL0669'GATE ON THE RIGHT OR NORTH SIDE OF THE ROAD.  TURN RIGHT AND
 NL0669'GO NORTHERLY, ACROSS SMALL EARTH DAM, THENCE UP HILL ACROSS
 NL0669'CULTIVATED FIELD TO THE HIGHEST PART OF THE HILL AND STATION
 NL0669'SITE.
 NL0669'
 NL0669'A 50 FOOT SIGNAL AT WASHBURN 1934 WAS VISIBLE FROM THE GROUND.
 NL0669'
 NL0669'A 50 FOOT SIGNAL AT ANT 1934 WAS VISIBLE FROM THE GROUND.
 NL0669'
 NL0669'A 90 FOOT SIGNAL AT MAPLETON WAS VISIBLE FROM THE GROUND.
 NL0669'
 NL0669'A 4 FOOT SIGNAL AT DALE WAS VISIBLE FROM THE GROUND.
 NL0669'
 NL0669'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0576 ***********************************************************************
 LE0576  DESIGNATION -  SMYRNA
 LE0576  PID         -  LE0576
 LE0576  STATE/COUNTY-  IA/CLARKE
 LE0576  USGS QUAD   -  LE ROY (1965)
 LE0576
 LE0576                         *CURRENT SURVEY CONTROL
 LE0576  ___________________________________________________________________
 LE0576* NAD 83(1996)-  40 56 30.65798(N)    093 36 51.56595(W)     ADJUSTED  
 LE0576* NAVD 88     -       338.00   (+/-2cm)    1108.9    (feet)  VERTCON   
 LE0576  ___________________________________________________________________
 LE0576  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 LE0576  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 LE0576
 LE0576  HORZ ORDER  -  FIRST
 LE0576  VERT ORDER  -  THIRD ? (See Below)
 LE0576
 LE0576.The horizontal coordinates were established by classical geodetic methods
 LE0576.and adjusted by the National Geodetic Survey in May 1999..
 LE0576
 LE0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0576.The vertical order pertains to the NGVD 29 superseded value.
 LE0576
 LE0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0576
 LE0576.The geoid height was determined by GEOID03.
 LE0576
 LE0576;                    North         East     Units Scale Factor Converg.
 LE0576;SPC IA S     -   104,596.957   490,373.293   MT  0.99995854   -0 04 31.1
 LE0576;UTM  15      - 4,532,483.496   448,288.898   MT  0.99963291   -0 24 09.3
 LE0576
 LE0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0576!SPC IA S     -   0.99995190  x   0.99995854  =   0.99991045
 LE0576!UTM  15      -   0.99995190  x   0.99963291  =   0.99958483
 LE0576
 LE0576|---------------------------------------------------------------------|
 LE0576| PID    Reference Object                     Distance      Geod. Az  |
 LE0576|                                                           dddmmss.s |
 LE0576| CL9465 SMYRNA RM 1                          25.031 METERS 06357     |
 LE0576| CL9464 SMYRNA AZ MK                                       0871906.1 |
 LE0576| CL9466 SMYRNA RM 2                          27.705 METERS 19000     |
 LE0576|---------------------------------------------------------------------|
 LE0576
 LE0576                          SUPERSEDED SURVEY CONTROL
 LE0576
 LE0576  NAD 83(1986)-  40 56 30.66192(N)    093 36 51.57568(W) AD(       ) 1
 LE0576  NAD 27      -  40 56 30.66280(N)    093 36 50.79960(W) AD(       ) 1
 LE0576  NGVD 29 (07/19/86)  337.92   (m)         1108.7    (f) LEVELING    3  
 LE0576
 LE0576.Superseded values are not recommended for survey control.
 LE0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0576.See file dsdata.txt to determine how the superseded data were derived.
 LE0576
 LE0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF4828932483(NAD 83)
 LE0576_MARKER: DS = TRIANGULATION STATION DISK
 LE0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0576
 LE0576  HISTORY     - Date     Condition        Report By
 LE0576  HISTORY     - 1958     MONUMENTED       CGS
 LE0576
 LE0576                          STATION DESCRIPTION
 LE0576
 LE0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LE0576'THE STATION IS ABOUT 6 MILES SOUTH AND 8 MILES EAST OF OSCEOLA,
 LE0576'ABOUT 5 MILES SOUTH AND 1 MILE WEST OF WOODBURN AND ON THE
 LE0576'ROAD RIGHT-OF-WAY.  IT IS 112 FEET NORTH OF THE CENTERLINE
 LE0576'OF A DIRT ROAD, 65 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED
 LE0576'ROAD, 51 FEET SOUTH OF A WIRE FENCE, 41 FEET EAST OF A WIRE
 LE0576'FENCE AND 5 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 LE0576'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED SMYRNA 1958.
 LE0576'
 LE0576'TO REACH THE STATION FROM THE MAIN INTERSECTION IN WOODBURN,
 LE0576'GO WEST ON A GRAVELED ROAD FOR 0.2 MILE TO A T-ROAD.  TURN LEFT
 LE0576'ACROSS RAILROAD TRACKS AND GO SOUTH AND SOUTHWEST FOR 2.8 MILES
 LE0576'TO A BRIDGE.  CONTINUE AHEAD ON GRAVELED ROAD FOR 2.35 MILES
 LE0576'TO A T-ROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.2
 LE0576'MILE TO A CURVE AND THE STATION ON THE RIGHT.
 LE0576'
 LE0576'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 LE0576'GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LE0576'
 LE0576'REFERENCE MARK 1 IS 44 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 LE0576'ROAD, 17 FEET SOUTH OF A WIRE FENCE AND 17 FEET NORTH OF THE
 LE0576'NORTH END OF A CORRUGATED CULVERT.  THE MONUMENT PROJECTS
 LE0576'4 INCHES AND THE DISK IS STAMPED SMYRNA NO 1 1958.
 LE0576'
 LE0576'REFERENCE MARK 2 IS 33 FEET WEST OF THE CENTERLINE OF A GRAVELED
 LE0576'ROAD, 22 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD AND 18 FEET
 LE0576'NORTHEAST OF THE NORTH END OF A CORRUGATED CULVERT.  THE
 LE0576'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED SMYRNA NO 2
 LE0576'1958.
 LE0576'
 LE0576'THE AZIMUTH MARK IS 124 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LE0576'OF A FRAME HOUSE, 35 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 LE0576'ROAD, 5 FEET WEST OF A FENCE CORNER, 2 FEET WEST OF A WHITE
 LE0576'WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MONUMENT
 LE0576'PROJECTS 2 INCHES AND THE DISK IS STAMPED SMYRNA 1958.
 LE0576'
 LE0576'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0839 ***********************************************************************
 NL0839  DESIGNATION -  SNYDER
 NL0839  PID         -  NL0839
 NL0839  STATE/COUNTY-  IA/CARROLL
 NL0839  USGS QUAD   -  CARROLL WEST (1980)
 NL0839
 NL0839                         *CURRENT SURVEY CONTROL
 NL0839  ___________________________________________________________________
 NL0839* NAD 83(1996)-  42 07 25.06532(N)    094 55 03.79757(W)     ADJUSTED  
 NL0839* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 NL0839  ___________________________________________________________________
 NL0839  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 NL0839  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 NL0839
 NL0839  HORZ ORDER  -  FIRST
 NL0839
 NL0839.The horizontal coordinates were established by classical geodetic methods
 NL0839.and adjusted by the National Geodetic Survey in May 1999..
 NL0839
 NL0839.The orthometric height was scaled from a topographic map.
 NL0839
 NL0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0839
 NL0839.The geoid height was determined by GEOID03.
 NL0839
 NL0839;                    North         East     Units Scale Factor Converg.
 NL0839;SPC IA N     - 1,070,253.446 1,382,774.973   MT  0.99999015   -0 57 39.1
 NL0839;UTM  15      - 4,665,282.469   341,483.631   MT  0.99990919   -1 17 11.6
 NL0839
 NL0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0839!SPC IA N     -   0.99993647  x   0.99999015  =   0.99992662
 NL0839!UTM  15      -   0.99993647  x   0.99990919  =   0.99984567
 NL0839
 NL0839:                Primary Azimuth Mark                     Grid Az
 NL0839:SPC IA N     -  SNYDER AZ MK                             001 11 29.7
 NL0839:UTM  15      -  SNYDER AZ MK                             001 31 02.2
 NL0839
 NL0839|---------------------------------------------------------------------|
 NL0839| PID    Reference Object                     Distance      Geod. Az  |
 NL0839|                                                           dddmmss.s |
 NL0839| CI7176 SNYDER AZ MK                                       0001350.6 |
 NL0839| NL0844 BREDA CH OF BLESS VIRGIN MARY       APPROX. 3.3 KM 0132740.4 |
 NL0839| NL0852 AUBURN MUNICIPAL TANK               APPROX.14.7 KM 0142141.2 |
 NL0839| NL0819 LAKE CITY MUNICIPAL TANK            APPROX.22.1 KM 0430702.7 |
 NL0839| CI7180 SNYDER RM 3                          20.033 METERS 04526     |
 NL0839| CI7178 SNYDER RM 1                          21.022 METERS 04817     |
 NL0839| NL0832 LIDDERDALE IMM LUTH CH SPIRE        APPROX.11.1 KM 0873948.1 |
 NL0839| CI7177 SNYDER AZ MK 2                                     0874722.9 |
 NL0839| NL0829 GLIDDEN MUNICIPAL TANK              APPROX.16.8 KM 1151119.5 |
 NL0839| NL0837 CARROLL MUNICIPAL STANDPIPE         APPROX. 7.1 KM 1410408.6 |
 NL0839| NL0836 CARROLL HEAT PWR AND LT CO STK      APPROX. 7.9 KM 1465455.1 |
 NL0839| NL0834 CARROLL COUNTY COURTHOUSE TWR       APPROX. 7.8 KM 1470443.8 |
 NL0839| NL0833 CARROLL ST JOSEPHS CH BELFRY        APPROX. 8.2 KM 1483336.6 |
 NL0839| NL0835 CARROLL ST PETER AND PAULS CH       APPROX. 8.4 KM 1500524.1 |
 NL0839| MJ1133 WILLEY IMM CON CH SPIRE             APPROX.18.0 KM 1535127.2 |
 NL0839| NL0842 CARROLL KCIM RAD MAST NE OF 3       APPROX. 9.9 KM 1634306.3 |
 NL0839| NL0841 CARROLL KCIM RAD MAST CEN OF 3      APPROX. 9.9 KM 1635329.6 |
 NL0839| NL0840 CARROLL KCIM RAD MAST SW OF 3       APPROX.10.0 KM 1640342.1 |
 NL0839| NL0838 ROSELLE CH OF THE HOLY ANGEL        APPROX.13.7 KM 1795357.9 |
 NL0839| MJ1145 TEMPLETON MUNICIPAL STANDPIPE       APPROX.22.8 KM 1845334.9 |
 NL0839| MJ1146 TEMPLETON SACRED HEART CH           APPROX.22.9 KM 1855220.2 |
 NL0839| NL0843 HALBUR MUNICIPAL STANDPIPE          APPROX.13.7 KM 1983816.6 |
 NL0839| NL0602 ARCADIA ST JOHNS CATH CH            APPROX.11.5 KM 2473106.9 |
 NL0839| NL0601 ARCADIA MUNICIPAL TANK              APPROX.11.3 KM 2491639.4 |
 NL0839| CI7179 SNYDER RM 2                          21.775 METERS 31131     |
 NL0839| NL0845 BREDA MUNICIPAL TANK                APPROX. 8.4 KM 3202015.3 |
 NL0839| NL0846 BREDA ST BERNARDS CHURCH            APPROX. 8.3 KM 3232130.9 |
 NL0839|---------------------------------------------------------------------|
 NL0839
 NL0839                          SUPERSEDED SURVEY CONTROL
 NL0839
 NL0839  NAD 83(1986)-  42 07 25.06259(N)    094 55 03.80093(W) AD(       ) 1
 NL0839  NAD 27      -  42 07 25.12000(N)    094 55 02.84500(W) AD(       ) 1
 NL0839
 NL0839.Superseded values are not recommended for survey control.
 NL0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0839.See file dsdata.txt to determine how the superseded data were derived.
 NL0839
 NL0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG4148465282(NAD 83)
 NL0839_MARKER: DS = TRIANGULATION STATION DISK
 NL0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0839
 NL0839  HISTORY     - Date     Condition        Report By
 NL0839  HISTORY     - 1934     MONUMENTED       CGS
 NL0839  HISTORY     - 1950     GOOD             CGS
 NL0839  HISTORY     - 1978     GOOD             LOCENG
 NL0839
 NL0839                          STATION DESCRIPTION
 NL0839
 NL0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0839'THIS STATION IS ABOUT 4 MILES NW OF CARROLL, ABOUT 2 MILES
 NL0839'NE OF MAPLE RIVER, ABOUT 2 MILES S OF MOUNT CARMEL, NEAR THE
 NL0839'NE CORNER OF SECTION 4, T 84 N, R 35 W, ON LAND OWNED AND
 NL0839'OCCUPIED BY HENRY AND FRANK SNYDER, ABOUT 0.3 MILE N OF THEIR
 NL0839'HOUSE, JUST W OF JUNCTION OF SECTION LINE ROADS, AT CREST OF
 NL0839'N-S RIDGE, 23 FEET S OF CENTER LINE OF E-W ROAD, ON THE
 NL0839'RIGHT-OF-WAY FENCE LINE, 91 FEET W OF CENTER LINE OF THE NS
 NL0839'ROAD, 69 FEET W OF THE TELEPHONE POLE THAT STANDS AT THE
 NL0839'SW ANGLE OF THE ROAD INTERSECTION.  THE MARK PROJECTS 9
 NL0839'INCHES.
 NL0839'
 NL0839'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0839'BRONZE DISKS SET IN CONCRETE.
 NL0839'
 NL0839'REFERENCE MARK NO. 1 IS NE OF STATION, 25 FEET N OF CENTER
 NL0839'LINE OF E-W ROAD, 39 FEET W OF CENTER LINE OF N-S ROAD, 9 FEET W
 NL0839'OF THE CORNER POST.  IT PROJECTS 6 INCHES.
 NL0839'
 NL0839'REFERENCE MARK NO. 2 IS NW OF STATION, 25 FEET N OF CENTER LINE
 NL0839'OF E-W ROAD, 1 FOOT S OF THE RIGHT-OF-WAY FENCE, 104.97 FEET
 NL0839'W OF REFERENCE MARK NO. 1.  IT PROJECTS 8 INCHES.
 NL0839'
 NL0839'AZIMUTH MARK IS N OF STATION, JUST W OF CROSSROADS, 100 FEET
 NL0839'W OF CENTER LINE OF N-S ROAD, 27 FEET S OF CENTER LINE OF E-W
 NL0839'ROAD, ON RIGHT-OF-WAY FENCE LINE, 70 FEET W OF THE NE CORNER
 NL0839'POST.  IT PROJECTS 5 INCHES.
 NL0839'
 NL0839'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND U.S. HIGHWAY
 NL0839'71 IN CARROLL, GO N ON U.S. HIGHWAY 71, 3.5 MILES TO CROSSROADS,
 NL0839'THENCE W 2.0 MILES TO STATION ON S.
 NL0839'
 NL0839'ALL LIGHTS COME INTO VIEW AT 20 FEET.
 NL0839'
 NL0839'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 NL0839
 NL0839                          STATION RECOVERY (1950)
 NL0839
 NL0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0839'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 NL0839'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE
 NL0839'MARK NO. 1 WERE DESTROYED WHEN THE ROAD WAS WIDENED.  A NEW
 NL0839'AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE SET.
 NL0839'
 NL0839'A NEW DESCRIPTION FOLLOWS.
 NL0839'
 NL0839'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH-NORTHWEST OF
 NL0839'CARROLL, 2 MILES SOUTH OF THE SMALL SETTLEMENT OF MT. CARMEL
 NL0839'AND JUST WEST OF A ROAD INTERSECTION.  IT IS 84 FEET WEST OF THE
 NL0839'CENTERLINE OF A NORTH AND SOUTH ROAD, 52 FEET WEST OF A TELEPHONE
 NL0839'POLE, 20 FEET SOUTH OF THE CENTERLINE OF AN EAST AND WEST
 NL0839'ROAD AND IN THE RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS
 NL0839'4 INCHES AND THE DISK IS STAMPED SNYDER 1934.
 NL0839'
 NL0839'REFERENCE MARK NO. 2 IS 21 FEET NORTH OF THE CENTERLINE OF THE
 NL0839'EAST AND WEST ROAD AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 NL0839'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED SNYDER NO 2
 NL0839'1934.
 NL0839'
 NL0839'REFERENCE MARK NO. 3 IS IN THE NORTHWEST ANGLE OF CROSSROADS,
 NL0839'36 FEET WEST OF THE CENTERLINE OF AN NORTH AND SOUTH ROAD, 24
 NL0839'FEET NORTH OF THE CENTERLINE OF AN EAST AND WEST ROAD AND 1 FOOT
 NL0839'SOUTHWEST OF A FENCE CORNER.  THE MARK PROJECTS 4 INCHES AND
 NL0839'THE DISK IS STAMPED SNYDER NO 3 1950.
 NL0839'
 NL0839'AZIMUTH MARK IS 31 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 NL0839'AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 NL0839'4 INCHES AND THE DISK IS STAMPED SNYDER 1950.
 NL0839'
 NL0839'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 30 AND 71 AT
 NL0839'THE NORTHWEST EDGE OF CARROLL, GO NORTH ON HIGHWAY 71, 3.4 MILES
 NL0839'TO CROSSROADS, TURN LEFT (WEST) ON A GRAVELED ROAD 1.8 MILES TO
 NL0839'THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST 0.2 MILE TO
 NL0839'CROSSROADS AND THE STATION AS DESCRIBED.
 NL0839'
 NL0839'OBSERVATIONS TAKEN FROM A 64 FT. TOWER.
 NL0839'
 NL0839'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2 CHECKED
 NL0839'WITH THE 1934.
 NL0839'
 NL0839'A 64 FT. SIGNAL AT WEST SIDE, BREDA AND WERNIMONT 1934 IS V.G.
 NL0839
 NL0839                          STATION RECOVERY (1978)
 NL0839
 NL0839'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (MPF)
 NL0839'SNYDER 1934 RECOVERED GOOD.
 NL0839'
 NL0839'BREDA CH OF BLESSED VIRGIN MARY SPIRE IS MT CARMEL CHURCH SPIRE
 NL0839'GEODETIC AZ OF 193-27-39.3.
 NL0839'
 NL0839'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NE OF MAPLE
 NL0839'RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1332 ***********************************************************************
 MJ1332  DESIGNATION -  SOLDIER
 MJ1332  PID         -  MJ1332
 MJ1332  STATE/COUNTY-  IA/MONONA
 MJ1332  USGS QUAD   -  MOORHEAD (1971)
 MJ1332
 MJ1332                         *CURRENT SURVEY CONTROL
 MJ1332  ___________________________________________________________________
 MJ1332* NAD 83(1996)-  41 59 55.29773(N)    095 49 10.50329(W)     ADJUSTED  
 MJ1332* NAVD 88     -       423.     (meters)    1388.     (feet)  SCALED    
 MJ1332  ___________________________________________________________________
 MJ1332  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 MJ1332  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 MJ1332
 MJ1332  HORZ ORDER  -  THIRD
 MJ1332
 MJ1332.The horizontal coordinates were established by classical geodetic methods
 MJ1332.and adjusted by the National Geodetic Survey in May 1999..
 MJ1332
 MJ1332.The orthometric height was scaled from a topographic map.
 MJ1332
 MJ1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1332
 MJ1332.The geoid height was determined by GEOID03.
 MJ1332
 MJ1332;                    North         East     Units Scale Factor Converg.
 MJ1332;SPC IA N     - 1,058,029.771 1,307,838.357   MT  1.00001303   -1 34 19.5
 MJ1332;UTM  15      - 4,653,477.592   266,473.946   MT  1.00027109   -1 53 14.9
 MJ1332
 MJ1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1332!SPC IA N     -   0.99993803  x   1.00001303  =   0.99995106
 MJ1332!UTM  15      -   0.99993803  x   1.00027109  =   1.00020910
 MJ1332
 MJ1332:                Primary Azimuth Mark                     Grid Az
 MJ1332:SPC IA N     -  SOLDIER AZ MK                            058 46 12.0
 MJ1332:UTM  15      -  SOLDIER AZ MK                            059 05 07.4
 MJ1332
 MJ1332|---------------------------------------------------------------------|
 MJ1332| PID    Reference Object                     Distance      Geod. Az  |
 MJ1332|                                                           dddmmss.s |
 MJ1332| CL7630 SOLDIER AZ MK                                      0571152.5 |
 MJ1332| NL0654 UTE MUNICIPAL TANK                  APPROX.11.3 KM 0592809.1 |
 MJ1332| CL7631 SOLDIER RM 1                         14.020 METERS 07657     |
 MJ1332| CL7632 SOLDIER RM 2                                       29419     |
 MJ1332|---------------------------------------------------------------------|
 MJ1332
 MJ1332                          SUPERSEDED SURVEY CONTROL
 MJ1332
 MJ1332  NAD 83(1996)-  41 59 55.29776(N)    095 49 10.50430(W) AD(       ) 3
 MJ1332  NAD 83(1986)-  41 59 55.29932(N)    095 49 10.50408(W) AD(       ) 3
 MJ1332  NAD 27      -  41 59 55.34600(N)    095 49 09.47300(W) AD(       ) 3
 MJ1332
 MJ1332.Superseded values are not recommended for survey control.
 MJ1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1332.See file dsdata.txt to determine how the superseded data were derived.
 MJ1332
 MJ1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG6647453478(NAD 83)
 MJ1332_MARKER: DS = TRIANGULATION STATION DISK
 MJ1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1332
 MJ1332  HISTORY     - Date     Condition        Report By
 MJ1332  HISTORY     - 1950     MONUMENTED       CGS
 MJ1332
 MJ1332                          STATION DESCRIPTION
 MJ1332
 MJ1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1332'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF SOLDIER JUST
 MJ1332'NORTH OF A FARMHOUSE.  STATION IS 20 FEET NORTHEAST OF FENCE
 MJ1332'CORNER AND 18 FEET NORTH NORTHWEST OF GATE POST.  THE MARK
 MJ1332'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED SOLDIER 1950.
 MJ1332'
 MJ1332'REFERENCE MARK NO. 1 IS 44 FEET WEST SOUTHWEST OF APPROXIMATE
 MJ1332'CENTERLINE OF DRIVEWAY, 20 FEET NORTH OF YARD FENCE AND 2 FEET
 MJ1332'NORTHWEST OF SMALL TREE.  THE MARK PROJECTS ABOUT 4 INCHES
 MJ1332'AND THE DISK IS STAMPED SOLDIER NO 1 1950.
 MJ1332'
 MJ1332'REFERENCE MARK NO. 2 IS 63 FEET WEST NORTHWEST OF FENCE CORNER.
 MJ1332'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SOLDIER
 MJ1332'NO 2 1950.
 MJ1332'
 MJ1332'AZIMUTH MARK IS 44 FEET NORTH OF A POWER POLE, 31 FEET SOUTH
 MJ1332'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 37 AND 3.5 FEET
 MJ1332'WEST NORTHWEST OF WITNESS POST.  THE MARK PROJECTS ABOUT
 MJ1332'4 INCHES AND THE DISK IS STAMPED SOLDIER 1950.
 MJ1332'
 MJ1332'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 183 IN
 MJ1332'SOUTHEAST EDGE OF SOLDIER GO WEST AND NORTHWEST ON STATE
 MJ1332'HIGHWAY 37 FOR 2.35 MILES TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 MJ1332'CONTINUE NORTHWEST FOR 0.45 MILE TO FORK.  TAKE LEFT FORK
 MJ1332'AND GO WEST AND SOUTH ON DIRT ROAD FOR 0.4 MILE TO WHERE
 MJ1332'MAIN ROAD TURNS RIGHT.  TAKE LEFT FORK ON FARM ROAD FOR 0.25
 MJ1332'MILE TO FARMHOUSE AND STATION ON RIGHT AS DESCRIBED.
 MJ1332'
 MJ1332'A 100 FOOT SIGNAL AT STATION WILLOW IS V.G.
 MJ1332'
 MJ1332'A 4 FOOT SIGNAL AT STATION TURIN IS V.G.
 MJ1332'
 MJ1332'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1051 ***********************************************************************
 OP1051  DESIGNATION -  SOTOWA
 OP1051  PID         -  OP1051
 OP1051  STATE/COUNTY-  IA/DICKINSON
 OP1051  USGS QUAD   -  SUPERIOR (1972)
 OP1051
 OP1051                         *CURRENT SURVEY CONTROL
 OP1051  ___________________________________________________________________
 OP1051* NAD 83(1996)-  43 29 41.07214(N)    094 59 35.11338(W)     ADJUSTED  
 OP1051* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 OP1051  ___________________________________________________________________
 OP1051  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 OP1051  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 OP1051
 OP1051  HORZ ORDER  -  FIRST
 OP1051
 OP1051.The horizontal coordinates were established by classical geodetic methods
 OP1051.and adjusted by the National Geodetic Survey in May 1999..
 OP1051
 OP1051.The orthometric height was scaled from a topographic map.
 OP1051
 OP1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1051
 OP1051.The geoid height was determined by GEOID03.
 OP1051
 OP1051;                    North         East     Units Scale Factor Converg.
 OP1051;SPC IA N     - 1,222,648.351 1,379,233.883   MT  1.00004966   -1 00 43.0
 OP1051;SPC MN S     -   155,461.527   719,671.400   MT  1.00007500   -0 41 45.9
 OP1051;UTM  15      - 4,817,687.002   338,854.474   MT  0.99991943   -1 22 19.6
 OP1051
 OP1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1051!SPC IA N     -   0.99993379  x   1.00004966  =   0.99998344
 OP1051!SPC MN S     -   0.99993379  x   1.00007500  =   1.00000878
 OP1051!UTM  15      -   0.99993379  x   0.99991943  =   0.99985322
 OP1051
 OP1051:                Primary Azimuth Mark                     Grid Az
 OP1051:SPC IA N     -  JACKSON SMOKE STACK                      005 48 17.2
 OP1051:SPC MN S     -  JACKSON SMOKE STACK                      005 29 20.1
 OP1051:UTM  15      -  JACKSON SMOKE STACK                      006 09 53.8
 OP1051
 OP1051|---------------------------------------------------------------------|
 OP1051| PID    Reference Object                     Distance      Geod. Az  |
 OP1051|                                                           dddmmss.s |
 OP1051| OP1120 JACKSON SMOKE STACK                 APPROX.15.0 KM 0044734.2 |
 OP1051| OP1123 JACKSON COAL TIPPLE                 APPROX.15.0 KM 0052613.6 |
 OP1051| CI7181 SOTOWA RM 1                         105.700 METERS 26951     |
 OP1051| CI7182 SOTOWA RM 2                         APPROX. 0.7 KM 3503434.8 |
 OP1051|---------------------------------------------------------------------|
 OP1051
 OP1051                          SUPERSEDED SURVEY CONTROL
 OP1051
 OP1051  NAD 83(1996)-  43 29 41.07214(N)    094 59 35.11338(W) AD(       ) 1
 OP1051  NAD 83(1986)-  43 29 41.06592(N)    094 59 35.10400(W) AD(       ) 1
 OP1051  NAD 27      -  43 29 41.21100(N)    094 59 34.12800(W) AD(       ) 1
 OP1051
 OP1051.Superseded values are not recommended for survey control.
 OP1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1051.See file dsdata.txt to determine how the superseded data were derived.
 OP1051
 OP1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3885417687(NAD 83)
 OP1051_MARKER: DS = TRIANGULATION STATION DISK
 OP1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1051
 OP1051  HISTORY     - Date     Condition        Report By
 OP1051  HISTORY     - 1927     MONUMENTED       CGS
 OP1051  HISTORY     - 1962     GOOD             IA-059
 OP1051  HISTORY     - 1972     MARK NOT FOUND   USGS
 OP1051
 OP1051                          STATION DESCRIPTION
 OP1051
 OP1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (HWH)
 OP1051'ABOUT 7 MILES SOUTH AND ONE-HALF MILE WEST OF JACKSON, IN
 OP1051'NW 1/4 SEC. 8, T. 100 N., R. 35 W. OF THE FIFTH PRINCIPAL
 OP1051'MERIDIAN, ABOUT 113 METERS (371 FEET) EAST OF NORTH-AND-SOUTH
 OP1051'SECTION-LINE ROAD, 687 METERS (2,254 FEET) SOUTH OF CENTER
 OP1051'LINE OF ROAD ALONG STATE BOUNDARY, AND ON LAND OWNED BY J.
 OP1051'JACOBS.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 OP1051'IN CONCRETE.  UPPER MARK IS 12 INCHES
 OP1051'BELOW SURFACE OF GROUND.  REFERENCE MARKS ARE STANDARD REFERENCE
 OP1051'DISKS IN CONCRETE, FLUSH WITH SURFACE OF GROUND.
 OP1051'NO. 1 IS 8 METERS (26 FEET) EAST OF CENTER LINE OF
 OP1051'NORTH-AND-SOUTH ROAD AND 687.4 METERS (2,255 FEET) FROM
 OP1051'STATION S 89 DEG 51 MIN W.  NO. 2 IS 7 METERS
 OP1051'(23 FEET) SOUTH OF ROAD ALONG STATE BOUNDARY, 18 METERS
 OP1051'(59 FEET) WEST OF CENTER LINE OF ROAD RUNNING NORTH, 14
 OP1051'METERS (46 FEET) EAST OF ROAD RUNNING SOUTH FROM BOUNDARY
 OP1051'ROAD, AND 105.7 METERS (346.8 FEET) FROM STATION N 09 DEG 25 MIN W.
 OP1051'SECTION-LINE ROAD RUNNING NORTH AND
 OP1051'SOUTH HAS CORRECTION AT BOUNDARY LINE.
 OP1051
 OP1051                          STATION RECOVERY (1962)
 OP1051
 OP1051'RECOVERY NOTE BY DICKINSON COUNTY IOWA 1962
 OP1051'STATION FOUND IN GOOD CONDITION, AFTER EXTENSIVE SEARCH.  IT IS
 OP1051'2254 FEET S OF CENTER LINE OF E-W STATE BOUNDARY LINE ROAD
 OP1051'AND 352 FEET E OF CENTER LINE OF U.S. HWY 71.  THE MARK IS
 OP1051'LOCATED IN SEC. 9 RATHER THAN 8 AS IT APPEARS IN ORIGINAL
 OP1051'DESCRIPTION.  R.M. 1 WAS REMOVED FROM GROUND AND LAYING ALONG
 OP1051'E ROW FENCE LINE.  FORMER RESIDENT OF AREA REPORTED THAT R.M. 2
 OP1051'IS UNDER PAVEMENT.
 OP1051
 OP1051                          STATION RECOVERY (1972)
 OP1051
 OP1051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JFC)
 OP1051'STATION WAS SEARCHED FOR BUT NOT FOUND.  AREA IS NOW APPARENTLY
 OP1051'IN A CULTIVATED FIELD.  OR AT LEAST IT APPEARS THAT THE FIELD
 OP1051'HAS BEEN FARMED BY THE PRESENT VEGETATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0449 ***********************************************************************
 LE0449  DESIGNATION -  SOUTH
 LE0449  PID         -  LE0449
 LE0449  STATE/COUNTY-  IA/WAPELLO
 LE0449  USGS QUAD   -  OTTUMWA SOUTH (1976)
 LE0449
 LE0449                         *CURRENT SURVEY CONTROL
 LE0449  ___________________________________________________________________
 LE0449* NAD 83(1996)-  40 58 13.20041(N)    092 24 31.89898(W)     ADJUSTED  
 LE0449* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 LE0449  ___________________________________________________________________
 LE0449  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 LE0449  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LE0449
 LE0449  HORZ ORDER  -  SECOND
 LE0449
 LE0449.The horizontal coordinates were established by classical geodetic methods
 LE0449.and adjusted by the National Geodetic Survey in May 1999..
 LE0449
 LE0449.The orthometric height was scaled from a topographic map.
 LE0449
 LE0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0449
 LE0449.The geoid height was determined by GEOID03.
 LE0449
 LE0449;                    North         East     Units Scale Factor Converg.
 LE0449;SPC IA S     -   108,329.761   591,837.936   MT  0.99995642   +0 43 07.4
 LE0449;UTM  15      - 4,535,632.038   549,738.120   MT  0.99963045   +0 23 15.4
 LE0449
 LE0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0449!SPC IA S     -   0.99996732  x   0.99995642  =   0.99992374
 LE0449!UTM  15      -   0.99996732  x   0.99963045  =   0.99959778
 LE0449
 LE0449:                Primary Azimuth Mark                     Grid Az
 LE0449:SPC IA S     -  OTTUMWA MUNICIPAL TANK                   007 10 42.2
 LE0449:UTM  15      -  OTTUMWA MUNICIPAL TANK                   007 30 34.2
 LE0449
 LE0449|---------------------------------------------------------------------|
 LE0449| PID    Reference Object                     Distance      Geod. Az  |
 LE0449|                                                           dddmmss.s |
 LE0449| MH0531 OTTUMWA MUNICIPAL TANK              APPROX. 6.9 KM 0075349.6 |
 LE0449| MH0525 OTTUMWA JOHN MORRELL CO STACK       APPROX. 4.1 KM 0174703.5 |
 LE0449| MH0527 OTTUMWA J MORRELL CO LGE STACK      APPROX. 4.3 KM 0193415.7 |
 LE0449| LE0450 TV STA KTVO RELAY MAST KAN 75       APPROX. 4.0 KM 2203137.5 |
 LE0449| LE0451 067                                 APPROX. 1.7 KM 2593159.9 |
 LE0449| CL9473 SOUTH RM 3                           36.739 METERS 26037     |
 LE0449| CL9471 SOUTH RM 1                           36.802 METERS 26042     |
 LE0449| CL9472 SOUTH RM 2                           25.707 METERS 33522     |
 LE0449| CL9470 SOUTH AZ MK                                        3542914.3 |
 LE0449| MH0537 OTTUMWA JOHN DEERE PLANT TANK       APPROX. 3.8 KM 3563228.5 |
 LE0449|---------------------------------------------------------------------|
 LE0449
 LE0449                          SUPERSEDED SURVEY CONTROL
 LE0449
 LE0449  NAD 83(1986)-  40 58 13.20540(N)    092 24 31.91055(W) AD(       ) 2
 LE0449  NAD 27      -  40 58 13.14820(N)    092 24 31.24560(W) AD(       ) 2
 LE0449
 LE0449.Superseded values are not recommended for survey control.
 LE0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0449.See file dsdata.txt to determine how the superseded data were derived.
 LE0449
 LE0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4973835632(NAD 83)
 LE0449_MARKER: DS = TRIANGULATION STATION DISK
 LE0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0449_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0449
 LE0449  HISTORY     - Date     Condition        Report By
 LE0449  HISTORY     - 1934     MONUMENTED       CGS
 LE0449  HISTORY     - 1952     GOOD             CGS
 LE0449  HISTORY     - 1975     GOOD             NGS
 LE0449
 LE0449                          STATION DESCRIPTION
 LE0449
 LE0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0449'STATION IS ABOUT 3 MILES S OF OTTUMWA NEAR THE NW CORNER OF SEC. 7,
 LE0449'T 71 N, R 13 W, IN THE EDGE OF RIGHT-OF-WAY OF U.S. HIGHWAY 63, ON
 LE0449'THE FIRST SUMMIT ON THE HIGHWAY S OF THE DES MOINES RIVER, 60 FEET
 LE0449'E OF THE CENTER LINE OF U.S. HIGHWAY 63, 16 FEET E OF EDGE OF CUT
 LE0449'BANK, 106 FEET N OF W END OF THE FABRITZ STORES LARGE SIGN BOARD,
 LE0449'76 FEET SSE OF RAILROAD IRON RAIL RIGHT-OF-WAY POST.  THE MARK
 LE0449'IS 10 INCHES UNDERGROUND.
 LE0449'
 LE0449'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LE0449'DISKS SET IN CONCRETE.
 LE0449'
 LE0449'REFERENCE MARK NO. 1 IS 120.74 FEET W OF THE STATION, 1 FOOT E OF
 LE0449'RIGHT-OF-WAY FENCE, 19 FEET S OF A TELEPHONE POLE, 13 FEET W OF
 LE0449'EDGE OF THE W CUT BANK, 55 FEET W OF CENTER LINE OF U.S. HIGHWAY
 LE0449'63 AND PROJECTS 8 INCHES ABOVE THE SURFACE.
 LE0449'
 LE0449'REFERENCE MARK NO. 2 IS 84.33 FEET NNW OF THE STATION, 8 FEET NNW
 LE0449'OF THE RAILROAD IRON RAIL RIGHT-OF-WAY POST, 10 FEET E OF EDGE OF
 LE0449'CUT BANK, 55 FEET E OF CENTER LINE OF U.S. HIGHWAY 63, 127.50 FEET
 LE0449'NE OF REFERENCE MARK NO. 1 AND PROJECTS 7 INCHES ABOVE THE
 LE0449'SURFACE.
 LE0449'
 LE0449'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE N OF THE STATION, 84 FEET W
 LE0449'OF CENTER LINE OF U.S. HIGHWAY 63, 21 FEET N OF THE CENTER LINE OF
 LE0449'AN E-W T-ROAD, 1 FOOT N OF AN IRON RIGHT-OF-WAY MARKER, 6 FEET N OF
 LE0449'A TRANSMISSION POLE AND PROJECTS 8 INCHES ABOVE THE SURFACE.
 LE0449'
 LE0449'TO REACH FROM OTTUMWA, GO S ON U.S. HIGHWAY 63 (CITY ROUTE), 3.5
 LE0449'MILES TO THE FIRST SUMMIT S OF THE DES MOINES RIVER AND THE STATION
 LE0449'ON THE E.
 LE0449'
 LE0449'HEIGHT OF SIGNAL ABOVE THE STATION MARK - 47 FEET.
 LE0449'
 LE0449'ALL LIGHTS CAME INTO VIEW AT 10 FEET.
 LE0449
 LE0449                          STATION RECOVERY (1952)
 LE0449
 LE0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 LE0449'STATION MARK RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION,
 LE0449'REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED EXCEPT THAT THE FENCE
 LE0449'LINE HAS BEEN MOVED FARTHER WEST, THE MARK IS IN GOOD CONDITION.
 LE0449'REFERENCE MARK NO. 2 RECOVERED AS DESCRIBED AND IS IN GOOD
 LE0449'CONDITION, THE AZIMUTH MARK RECOVERED AS DESCRIBED, IT IS NOW ABOUT
 LE0449'FLUSH WITH THE GROUND, ABOUT 2 FEET WEST OF POWER LINE POLE, IN
 LE0449'GOOD CONDITION THE ORIGINGAL DESCRIPTION TO REACH STATION IS GOOD.
 LE0449
 LE0449                          STATION RECOVERY (1975)
 LE0449
 LE0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LE0449'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 LE0449'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND PUSHED OUT OF POSITION
 LE0449'AND THE AZIMUTH MARK WAS FOUND LYING ON TOP THE GROUND IN A ROAD
 LE0449'DITCH.  IT WAS REQUESTED THAT REFERENCE MARK 1 BE LOWERED NEAR
 LE0449'SAME LOCATION AND A NEW AZIMUTH MARK BE ESTABLISHED.  THIS DATE
 LE0449'REFERENCE MARK 1 CONCRETE MONUMENT WAS LOWERED NEAR ITS ORIGINAL
 LE0449'LOCATION AND THE DISK STAMPED NO 3 AND A SURVEY MARK, CAST CITY OF
 LE0449'OTTUMWA SURVEY MARKER AND STAMPED NO 067 WILL SERVE AS THE AZIMUTH
 LE0449'MARK.  AN ATTEMPT WAS MADE THIS DATE TO MAKE A POLARIS OBSERVATION
 LE0449'AT THE STATION MARK, BUT THE LINE OF SIGHT WAS OBSTRUCTED BY A
 LE0449'TELEPHONE POLE, SO THE POLARIS OBSERVATION WAS MADE AT NO 067.
 LE0449'
 LE0449'A NEW COMPLETE DESCRIPTION FOLLOWS--
 LE0449'
 LE0449'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH OF OTTUMWA, NEAR THE
 LE0449'NORTHWEST CORNER OF SECTION 7, T 71 N, R 13 W, IN THE EAST EDGE OF
 LE0449'THE RIGHT-OF-WAY OF OLD HIGHWAY 63, ON THE FIRST SUMMIT ON THE
 LE0449'HIGHWAY SOUTH OF THE DES MOINES RIVER AND ACROSS THE HIGHWAY FROM
 LE0449'MR. S.C. SHIPPY FARM HOME.
 LE0449'
 LE0449'TO REACH THE STATION FROM THE JOHN DEERE PLANT AT THE JUNCTION OF
 LE0449'(NEW) U.S. HIGHWAY 63 AND 34 AT THE SOUTH SIDE OF OTTUMWA AND
 LE0449'DES MOINES RIVER, GO SOUTHERLY ON HIGHWAY 63 FOR 2.55 MILES TO TOP
 LE0449'OF HILL AND A SURFACED ROAD (OLD U.S. HIGHWAY 63) ON THE RIGHT.
 LE0449'TURN RIGHT AND GO WESTERLY AND NORTHERLY ON THE SURFACED ROAD FOR
 LE0449'0.4 MILE TO THE STATION ON THE RIGHT.
 LE0449'
 LE0449'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED SOUTH 1934, SET
 LE0449'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 4
 LE0449'INCHES BELOW THE GROUND SURFACE.  IT IS 57 FEET SOUTH-SOUTHEAST OF A
 LE0449'RAILROAD RAIL HIGHWAY RIGHT-OF-WAY MARKER, 12 FEET WEST-NORTHWEST OF
 LE0449'A 12-INCH CEDAR TREE, 3.5 FEET SOUTH OF A TELEPHONE POLE AND 1.2
 LE0449'FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 LE0449'INSPECTED THIS DATE.
 LE0449'
 LE0449'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SOUTH NO 2 1934, SET IN
 LE0449'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 LE0449'INCHES ABOVE THE GROUND SURFACE.  IT IS 81.5 FEET NORTHWEST OF THE
 LE0449'TELEPHONE POLE, ABOUT 20 FEET SOUTHEAST OF A CUT FOR A DRIVEWAY
 LE0449'AND ON THE TOP OF CUT-BANK FOR OLD HIGHWAY 63.
 LE0449'
 LE0449'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SOUTH 1934 NO 3 1975,
 LE0449'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 LE0449'4 INCHES BELOW THE GROUND SURFACE.  IT IS 40 FEET SOUTHEAST OF A
 LE0449'RAILROAD RAIL HIGHWAY RIGHT-OF-WAY MARKER, 10.7 FEET NORTHEAST OF
 LE0449'A METAL WITNESS POST IN A FENCELINE AND 6.5 FEET SOUTHWEST OF THE
 LE0449'CENTER OF MR. SHIPPYS GRAVELED DRIVEWAY.
 LE0449'
 LE0449'NO. 067 IS A BRONZE DISK SET IN THE TOP OF ABOUT A 6 INCH CYLINDRICAL
 LE0449'CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE AND
 LE0449'STAMPED NO 067.  IT IS 56.5 FEET EAST OF A RAIL AND CHAIN SUPPORT
 LE0449'FOR A MAIL BOX, 37 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 14
 LE0449'FEET NORTH OF THE CENTER OF A FIELD APPROACH, 13 FEET
 LE0449'WEST-NORTHWEST OF THE NORTH END GATE POST AND 11.4 FEET WEST OF A
 LE0449'METAL WITNESS POST IN A FENCELINE.
 LE0449'
 LE0449'TO REACH NO 067 FROM THE STATION, GO NORTHERLY ON THE SURFACED ROAD
 LE0449'(OLD HIGHWAY 63) FOR 0.50 MILE TO A ROAD ON THE LEFT, JUST AFTER
 LE0449'CROSSING A BRIDGE.  TURN LEFT AND GO WESTERLY ON SURFACED AND
 LE0449'GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO
 LE0449'SOUTHERLY ON GRAVELED ROAD FOR 0.75 MILE TO TOP OF HILL, A
 LE0449'DRIVEWAY AND FARM HOUSE ON THE RIGHT AND A GATE AND SURVEY MARK NO
 LE0449'067 ON THE LEFT.
 LE0449'
 LE0449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.0 MILES
 LE0449'SOUTH OF OTTUMWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0500 ***********************************************************************
 OP0500  DESIGNATION -  SPENCER
 OP0500  PID         -  OP0500
 OP0500  STATE/COUNTY-  IA/CLAY
 OP0500  USGS QUAD   -  SPENCER (1982)
 OP0500
 OP0500                         *CURRENT SURVEY CONTROL
 OP0500  ___________________________________________________________________
 OP0500* NAD 83(1986)-  43 08 33.     (N)    095 08 45.     (W)     SCALED    
 OP0500* NAVD 88     -       402.697  (meters)    1321.18   (feet)  ADJUSTED  
 OP0500  ___________________________________________________________________
 OP0500  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 OP0500  DYNAMIC HT  -         402.565 (meters)    1320.75  (feet)  COMP
 OP0500  MODELED GRAV-     980,281.7   (mgal)                       NAVD 88
 OP0500
 OP0500  VERT ORDER  -  SECOND    CLASS 0
 OP0500
 OP0500.The horizontal coordinates were scaled from a topographic map and have
 OP0500.an estimated accuracy of +/- 6 seconds.
 OP0500
 OP0500.The orthometric height was determined by differential leveling
 OP0500.and adjusted by the National Geodetic Survey in June 1991..
 OP0500
 OP0500.The geoid height was determined by GEOID03.
 OP0500
 OP0500.The dynamic height is computed by dividing the NAVD 88
 OP0500.geopotential number by the normal gravity value computed on the
 OP0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0500.degrees latitude (g = 980.6199 gals.).
 OP0500
 OP0500.The modeled gravity was interpolated from observed gravity values.
 OP0500
 OP0500;                    North         East    Units  Estimated Accuracy
 OP0500;SPC IA N     - 1,183,750.    1,366,120.      MT  (+/- 180 meters Scaled)
 OP0500
 OP0500                          SUPERSEDED SURVEY CONTROL
 OP0500
 OP0500  NGVD 29 (??/??/92)  402.555  (m)         1320.72   (f) ADJ UNCH    2 0
 OP0500
 OP0500.Superseded values are not recommended for survey control.
 OP0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0500.See file dsdata.txt to determine how the superseded data were derived.
 OP0500
 OP0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH254788(NAD 83)
 OP0500_MARKER: DB = BENCH MARK DISK
 OP0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0500_SP_SET: BUILDING WALL
 OP0500_STAMPING: SPENCER 1934
 OP0500_MARK LOGO: CGS   
 OP0500_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0500
 OP0500  HISTORY     - Date     Condition        Report By
 OP0500  HISTORY     - 1934     MONUMENTED       CGS
 OP0500  HISTORY     - 19950523 GOOD             IAHD
 OP0500
 OP0500                          STATION DESCRIPTION
 OP0500
 OP0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0500'IN SPENCER.
 OP0500'AT SPENCER, CLAY COUNTY, AT THE POST OFFICE BUILDING, IN THE FACE OF
 OP0500'THE NORTH SIDE, 1.3 FEET EAST OF THE NORTHWEST CORNER, AND ABOUT 2
 OP0500'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED SPENCER 1934 AND SET
 OP0500'VERTICALLY.
 OP0500
 OP0500                          STATION RECOVERY (1995)
 OP0500
 OP0500'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1995
 OP0500'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1146 ***********************************************************************
 OP1146  DESIGNATION -  SPENCER
 OP1146  PID         -  OP1146
 OP1146  STATE/COUNTY-  IA/CLAY
 OP1146  USGS QUAD   -  SPENCER (1982)
 OP1146
 OP1146                         *CURRENT SURVEY CONTROL
 OP1146  ___________________________________________________________________
 OP1146* NAD 83(1996)-  43 09 40.82789(N)    095 08 45.13794(W)     ADJUSTED  
 OP1146* NAVD 88     -       406.3    (meters)    1333.     (feet)  VERTCON   
 OP1146  ___________________________________________________________________
 OP1146  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 OP1146  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 OP1146
 OP1146  HORZ ORDER  -  FIRST
 OP1146
 OP1146.The horizontal coordinates were established by classical geodetic methods
 OP1146.and adjusted by the National Geodetic Survey in May 1999..
 OP1146
 OP1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1146
 OP1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1146
 OP1146.The geoid height was determined by GEOID03.
 OP1146
 OP1146;                    North         East     Units Scale Factor Converg.
 OP1146;SPC IA N     - 1,185,843.722 1,366,156.517   MT  0.99998246   -1 06 55.7
 OP1146;UTM  15      - 4,780,966.924   325,549.188   MT  0.99997439   -1 28 05.7
 OP1146
 OP1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1146!SPC IA N     -   0.99994076  x   0.99998246  =   0.99992322
 OP1146!UTM  15      -   0.99994076  x   0.99997439  =   0.99991515
 OP1146
 OP1146:                Primary Azimuth Mark                     Grid Az
 OP1146:SPC IA N     -  FOSTORIA SPENCER FOODS MAST              008 09 31.6
 OP1146:UTM  15      -  FOSTORIA SPENCER FOODS MAST              008 30 41.6
 OP1146
 OP1146|---------------------------------------------------------------------|
 OP1146| PID    Reference Object                     Distance      Geod. Az  |
 OP1146|                                                           dddmmss.s |
 OP1146| OP0787 FOSTORIA SPENCER FOODS MAST         APPROX. 7.4 KM 0070235.9 |
 OP1146| OP0786 SPENCER CABLE TV CO MAST            APPROX. 2.0 KM 0311857.0 |
 OP1146| CO4593 SPENCER RM 1                         27.536 METERS 05908     |
 OP1146| CO4594 SPENCER RM 2                         22.656 METERS 13340     |
 OP1146| OP0793 EVERLY CORN BELT PWR COOP MAST      APPROX. 8.9 KM 2683308.8 |
 OP1146| OP0794 EVERLY MUN TANK                     APPROX.14.9 KM 2702806.4 |
 OP1146| OP0783 FOSTORIA SPENCER AREA TV MAST       APPROX.11.2 KM 3410025.6 |
 OP1146| OP0789 SPENCER RAD STA KICD MAST           485.978 METERS 3553817.7 |
 OP1146|---------------------------------------------------------------------|
 OP1146
 OP1146                          SUPERSEDED SURVEY CONTROL
 OP1146
 OP1146  NAD 83(1996)-  43 09 40.82789(N)    095 08 45.13794(W) AD(       ) 1
 OP1146  NAD 83(1986)-  43 09 40.82480(N)    095 08 45.12767(W) AD(       ) 1
 OP1146  NAD 27      -  43 09 40.94709(N)    095 08 44.13379(W) AD(       ) 1
 OP1146  NGVD 29 (07/19/86)  406.2    (m)         1333.     (f) VERT ANG       
 OP1146
 OP1146.Superseded values are not recommended for survey control.
 OP1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1146.See file dsdata.txt to determine how the superseded data were derived.
 OP1146
 OP1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2554980967(NAD 83)
 OP1146_MARKER: DS = TRIANGULATION STATION DISK
 OP1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1146_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP1146
 OP1146  HISTORY     - Date     Condition        Report By
 OP1146  HISTORY     - 1971     MONUMENTED       NGS
 OP1146
 OP1146                          STATION DESCRIPTION
 OP1146
 OP1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1146'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF SPENCER,
 OP1146'IN AN OPEN LOT BEHIND THE BUILDING AT 2220 HIWAY AVENUE AND
 OP1146'JUST NORTH OF THE SPENCER MUNICIPAL WATER TANK AND ON PROPERTY
 OP1146'OF THE SPENCER MUNICIPAL UTILITIES COMPANY.
 OP1146'
 OP1146'THE STATION MARKS ARE STANDARD DISKS STAMPED SPENCER 1971.
 OP1146'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP1146'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 OP1146'IS 109 FEET SOUTHEAST OF A POWERLINE POLE, 91 FEET SOUTHWEST OF A
 OP1146'POWERLINE POLE AND 75 FEET SOUTH OF THE CENTER OF EAST 23RD
 OP1146'STREET.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OP1146'MASS OF CONCRETE WHICH IS 42 INCHES BELOW THE GROUND SURFACE.
 OP1146'
 OP1146'REFERENCE MARK 1, A STANDARD DISK STAMPED SPENCER NO 1 1971,
 OP1146'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP1146'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 25 FEET SOUTH OF
 OP1146'THE CENTER OF EAST 23RD STREET AND 2 FEET SOUTH OF A POWERLINE
 OP1146'POLE.
 OP1146'
 OP1146'REFERENCE MARK 2, A STANDARD DISK STAMPED SPENCER NO 2 1971,
 OP1146'IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE
 OP1146'CONCRETE CENTER SUPPORT OF THE WATER TANK.
 OP1146'
 OP1146'THE SPENCER RADIO STATION KICD MAST WAS USED AS THE AZIMUTH.
 OP1146'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 OP1146'
 OP1146'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0786 ***********************************************************************
 OP0786  DESIGNATION -  SPENCER CABLE TV CO MAST
 OP0786  PID         -  OP0786
 OP0786  STATE/COUNTY-  IA/CLAY
 OP0786  USGS QUAD   -  SPENCER (1982)
 OP0786
 OP0786                         *CURRENT SURVEY CONTROL
 OP0786  ___________________________________________________________________
 OP0786* NAD 83(1996)-  43 10 36.78693(N)    095 07 58.61754(W)     ADJUSTED  
 OP0786* NAVD 88     -       530.     (meters)    1739.     (feet)  VERTCON   
 OP0786  ___________________________________________________________________
 OP0786  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 OP0786  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 OP0786
 OP0786  HORZ ORDER  -  THIRD
 OP0786
 OP0786.The horizontal coordinates were established by classical geodetic methods
 OP0786.and adjusted by the National Geodetic Survey in May 1999..
 OP0786
 OP0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0786
 OP0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0786
 OP0786.The geoid height was determined by GEOID03.
 OP0786
 OP0786;                    North         East     Units Scale Factor Converg.
 OP0786;SPC IA N     - 1,187,549.890 1,367,240.594   MT  0.99998483   -1 06 24.2
 OP0786;UTM  15      - 4,782,666.362   326,643.742   MT  0.99996970   -1 27 35.4
 OP0786
 OP0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0786!SPC IA N     -   0.99992135  x   0.99998483  =   0.99990618
 OP0786!UTM  15      -   0.99992135  x   0.99996970  =   0.99989105
 OP0786
 OP0786                          SUPERSEDED SURVEY CONTROL
 OP0786
 OP0786  NAD 83(1996)-  43 10 36.78694(N)    095 07 58.61754(W) AD(       ) 4
 OP0786  NAD 83(1986)-  43 10 36.78371(N)    095 07 58.60701(W) AD(       ) 4
 OP0786  NAD 27      -  43 10 36.90191(N)    095 07 57.62235(W) AD(       ) 3
 OP0786  NGVD 29 (07/19/86)  530.     (m)         1739.     (f) VERT ANG       
 OP0786
 OP0786.Superseded values are not recommended for survey control.
 OP0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0786.See file dsdata.txt to determine how the superseded data were derived.
 OP0786
 OP0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2664482666(NAD 83)
 OP0786_MARKER: 42 = RADIO/TV MAST
 OP0786
 OP0786  HISTORY     - Date     Condition        Report By
 OP0786  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP0786
 OP0786                          STATION DESCRIPTION
 OP0786
 OP0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0786'THE SPENCER CABLE TELEVISION COMPANY MAST IS LOCATED ABOUT 2
 OP0786'MILES NORTH OF SPENCER AND 0.75 MILE EAST OF U.S. HIGHWAYS 71
 OP0786'AND 18.  THE MAST IS OWNED BY THE SPENCER COMMUNITY ANTENNA
 OP0786'SYSTEM INCORPORATED WHOSE OFFICE IS ON GRANT STREET IN SPENCER.
 OP0786'
 OP0786'THE STATION IS THE RED LIGHT ATOP THE 402 FEET HIGH STRUCTUAL
 OP0786'STEEL MAST WHICH IS PAINTED ALTERNATELY RED AND WHITE.
 OP0786'
 OP0786'TO REACH THE MAST FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND 18,
 OP0786'ABOUT 3 MILES NORTH OF SPENCER, GO SOUTH ON U.S. HIGHWAYS 71
 OP0786'AND 18 FOR 1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST
 OP0786'ON A PAVED ROAD FOR 0.75 MILE TO A CROSSROAD.  TURN LEFT AND
 OP0786'GO NORTH ON A GRAVELED ROAD FOR 0.55 MILE TO THE MAST ON THE
 OP0786'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0788 ***********************************************************************
 OP0788  DESIGNATION -  SPENCER MUN TANK
 OP0788  PID         -  OP0788
 OP0788  STATE/COUNTY-  IA/CLAY
 OP0788  USGS QUAD   -  SPENCER (1982)
 OP0788
 OP0788                         *CURRENT SURVEY CONTROL
 OP0788  ___________________________________________________________________
 OP0788* NAD 83(1996)-  43 09 40.29819(N)    095 08 44.38002(W)     ADJUSTED  
 OP0788* NAVD 88     -       447.     (meters)    1467.     (feet)  VERTCON   
 OP0788  ___________________________________________________________________
 OP0788  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 OP0788  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 OP0788
 OP0788  HORZ ORDER  -  THIRD
 OP0788
 OP0788.The horizontal coordinates were established by classical geodetic methods
 OP0788.and adjusted by the National Geodetic Survey in May 1999..
 OP0788
 OP0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0788
 OP0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0788
 OP0788.The geoid height was determined by GEOID03.
 OP0788
 OP0788;                    North         East     Units Scale Factor Converg.
 OP0788;SPC IA N     - 1,185,827.046 1,366,173.318   MT  0.99998243   -1 06 55.2
 OP0788;UTM  15      - 4,780,950.145   325,565.886   MT  0.99997431   -1 28 05.2
 OP0788
 OP0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0788!SPC IA N     -   0.99993436  x   0.99998243  =   0.99991679
 OP0788!UTM  15      -   0.99993436  x   0.99997431  =   0.99990867
 OP0788
 OP0788                          SUPERSEDED SURVEY CONTROL
 OP0788
 OP0788  NAD 83(1996)-  43 09 40.29819(N)    095 08 44.38002(W) AD(       ) 4
 OP0788  NAD 83(1986)-  43 09 40.29517(N)    095 08 44.36989(W) AD(       ) 4
 OP0788  NAD 27      -  43 09 40.41747(N)    095 08 43.37598(W) AD(       ) 3
 OP0788  NGVD 29 (07/19/86)  447.     (m)         1467.     (f) VERT ANG       
 OP0788
 OP0788.Superseded values are not recommended for survey control.
 OP0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0788.See file dsdata.txt to determine how the superseded data were derived.
 OP0788
 OP0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2556680950(NAD 83)
 OP0788_MARKER: 53 = ELEVATED TANK
 OP0788
 OP0788  HISTORY     - Date     Condition        Report By
 OP0788  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP0788
 OP0788                          STATION DESCRIPTION
 OP0788
 OP0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0788'THE SPENCER MUNICIPAL WATER TANK IS LOCATED IN THE NORTH CENTRAL
 OP0788'SECTION OF SPENCER, BEHIND THE BUILDING AT 2220 HIWAY AVENUE
 OP0788'AND 125 FEET SOUTH OF THE CENTER OF 23RD STREET.
 OP0788'
 OP0788'THE TANK IS LIGHT GREEN IN COLOR, ELLIPSOIDAL IN SHAPE, SUPPORTED
 OP0788'BY SEVEN TUBULAR STEEL LEGS WHICH ARE INTERLACED WITH STEEL
 OP0788'RODS, AND A CAP AT THE TOP CENTER OF THE TANK.  THE OVERALL
 OP0788'HEIGHT BEING 147 FEET.
 OP0788'
 OP0788'THE NAME SPENCER IS PAINTED ON THE NORTH SIDE IN BLACK LETTERS.
 OP0788'
 OP0788'THE POINT INTERSECTED FROM TRIANGULATION STATION SPENCER WAS
 OP0788'THE DETERMINED CENTER OF THE RISER.  THE DISTANCE BEING 77.65
 OP0788'FEET OR 23.668 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0789 ***********************************************************************
 OP0789  DESIGNATION -  SPENCER RAD STA KICD MAST
 OP0789  PID         -  OP0789
 OP0789  STATE/COUNTY-  IA/CLAY
 OP0789  USGS QUAD   -  SPENCER (1982)
 OP0789
 OP0789                         *CURRENT SURVEY CONTROL
 OP0789  ___________________________________________________________________
 OP0789* NAD 83(1996)-  43 09 56.53013(N)    095 08 46.77413(W)     ADJUSTED  
 OP0789* NAVD 88     -       525.     (meters)    1722.     (feet)  VERTCON   
 OP0789  ___________________________________________________________________
 OP0789  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 OP0789  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 OP0789
 OP0789  HORZ ORDER  -  THIRD
 OP0789
 OP0789.The horizontal coordinates were established by classical geodetic methods
 OP0789.and adjusted by the National Geodetic Survey in May 1999..
 OP0789
 OP0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0789
 OP0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0789
 OP0789.The geoid height was determined by GEOID03.
 OP0789
 OP0789;                    North         East     Units Scale Factor Converg.
 OP0789;SPC IA N     - 1,186,328.913 1,366,128.998   MT  0.99998311   -1 06 56.8
 OP0789;UTM  15      - 4,781,452.271   325,524.657   MT  0.99997449   -1 28 07.3
 OP0789
 OP0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0789!SPC IA N     -   0.99992213  x   0.99998311  =   0.99990524
 OP0789!UTM  15      -   0.99992213  x   0.99997449  =   0.99989662
 OP0789
 OP0789                          SUPERSEDED SURVEY CONTROL
 OP0789
 OP0789  NAD 83(1996)-  43 09 56.53013(N)    095 08 46.77413(W) AD(       ) 4
 OP0789  NAD 83(1986)-  43 09 56.52702(N)    095 08 46.76374(W) AD(       ) 4
 OP0789  NAD 27      -  43 09 56.64910(N)    095 08 45.77046(W) AD(       ) 3
 OP0789  NGVD 29 (07/19/86)  525.     (m)         1722.     (f) VERT ANG       
 OP0789
 OP0789.Superseded values are not recommended for survey control.
 OP0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0789.See file dsdata.txt to determine how the superseded data were derived.
 OP0789
 OP0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2552581452(NAD 83)
 OP0789_MARKER: 42 = RADIO/TV MAST
 OP0789
 OP0789  HISTORY     - Date     Condition        Report By
 OP0789  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP0789
 OP0789                          STATION DESCRIPTION
 OP0789
 OP0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0789'THE SPENCER RADIO STATION KICD MAST IS LOCATED IN THE NORTH
 OP0789'PART OF SPENCER AT 2600 HIWAY AVENUE.
 OP0789'
 OP0789'THE STATION IS A BRIDGED STEEL MAST, SUPPORTED BY GUY CABLES,
 OP0789'PAINTED ALTERNATE RED AND WHITE WITH A RED LIGHT AT THE APEX.
 OP0789'IT HAS AN OVERALL HEIGHT OF 393 FEET.
 OP0789'
 OP0789'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0910 ***********************************************************************
 OO0910  DESIGNATION -  SPILL
 OO0910  PID         -  OO0910
 OO0910  STATE/COUNTY-  IA/WINNESHIEK
 OO0910  USGS QUAD   -  PROTIVIN (1981)
 OO0910
 OO0910                         *CURRENT SURVEY CONTROL
 OO0910  ___________________________________________________________________
 OO0910* NAD 83(1996)-  43 14 30.98646(N)    092 01 03.69243(W)     ADJUSTED  
 OO0910* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 OO0910  ___________________________________________________________________
 OO0910  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 OO0910  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 OO0910
 OO0910  HORZ ORDER  -  THIRD
 OO0910
 OO0910.The horizontal coordinates were established by classical geodetic methods
 OO0910.and adjusted by the National Geodetic Survey in May 1999..
 OO0910
 OO0910.The orthometric height was scaled from a topographic map.
 OO0910
 OO0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0910
 OO0910.The geoid height was determined by GEOID03.
 OO0910
 OO0910;                    North         East     Units Scale Factor Converg.
 OO0910;SPC IA N     - 1,194,550.502 1,620,386.782   MT  0.99999558   +1 00 16.7
 OO0910;UTM  15      - 4,788,150.847   579,751.663   MT  0.99967824   +0 40 22.8
 OO0910
 OO0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0910!SPC IA N     -   0.99994860  x   0.99999558  =   0.99994418
 OO0910!UTM  15      -   0.99994860  x   0.99967824  =   0.99962686
 OO0910
 OO0910:                Primary Azimuth Mark                     Grid Az
 OO0910:SPC IA N     -  RIDGEWAY MUNICIPAL TANK                  018 36 58.1
 OO0910:UTM  15      -  RIDGEWAY MUNICIPAL TANK                  018 56 52.0
 OO0910
 OO0910|---------------------------------------------------------------------|
 OO0910| PID    Reference Object                     Distance      Geod. Az  |
 OO0910|                                                           dddmmss.s |
 OO0910| ON0907 RIDGEWAY MUNICIPAL TANK             APPROX. 6.4 KM 0193714.8 |
 OO0910| CI7184 SPILL RM 1                           14.687 METERS 08822     |
 OO0910| CI7183 SPILL AZ MK                                        0921026.8 |
 OO0910| CI7185 SPILL RM 2                           20.305 METERS 17614     |
 OO0910|---------------------------------------------------------------------|
 OO0910
 OO0910                          SUPERSEDED SURVEY CONTROL
 OO0910
 OO0910  NAD 83(1996)-  43 14 30.98646(N)    092 01 03.69241(W) AD(       ) 3
 OO0910  NAD 83(1986)-  43 14 30.97884(N)    092 01 03.69182(W) AD(       ) 3
 OO0910  NAD 27      -  43 14 31.08040(N)    092 01 03.10980(W) AD(       ) 3
 OO0910
 OO0910.Superseded values are not recommended for survey control.
 OO0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0910.See file dsdata.txt to determine how the superseded data were derived.
 OO0910
 OO0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7975288151(NAD 83)
 OO0910_MARKER: DS = TRIANGULATION STATION DISK
 OO0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0910
 OO0910  HISTORY     - Date     Condition        Report By
 OO0910  HISTORY     - 1961     MONUMENTED       CGS
 OO0910
 OO0910                          STATION DESCRIPTION
 OO0910
 OO0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 OO0910'THE STATION IS ABOUT 4 MILES SOUTH OF RIDGEWAY, ABOUT 5
 OO0910'MILES NORTHWEST OF SPILLVILLE, IN THE SOUTHWEST 1/4 OF SEC.
 OO0910'3, T. 97 N., R. 10 W., AND ON ROAD RIGHT-OF-WAY.  IT IS 155
 OO0910'FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 138 FEET SOUTHEAST
 OO0910'OF THE SOUTHEAST CORNER OF A GARAGE, 34 FEET NORTH OF THE
 OO0910'CENTERLINE OF A GRAVELED ROAD, 32 FEET WEST OF A T-FENCE
 OO0910'CORNER, 9 FEET EAST OF A 26 INCH OAK TREE WITH A TRIANGULAR
 OO0910'BLAZE ON THE SOUTH SIDE, 4 FEET SOUTHEAST OF A WITNESS POST,
 OO0910'AND 3 FEET SOUTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND
 OO0910'THE DISK IS STAMPED SPILL 1961.
 OO0910'
 OO0910'TO REACH FROM THE EAST SIDE OF THE SCHOOL IN RIDGEWAY, GO
 OO0910'SOUTHEAST AND SOUTH ON A PAVED ROAD FOR 2.25 MILES TO THE
 OO0910'LINCOLN LUTHERAN CHURCH AND CEMETERY ON THE LEFT.  CONTINUE
 OO0910'SOUTH ON THE PAVED ROAD FOR 0.55 MILE TO A CROSSROAD WHERE
 OO0910'THE PAVED ROAD TURNS FROM SOUTH TO EAST.  CONTINUE SOUTH ON A
 OO0910'GRAVELED ROAD FOR 1.0 MILE TO A T-ROAD.  TURN RIGHT AND GO
 OO0910'WEST ON A GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT.
 OO0910'CONTINUE WEST ON THE GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH
 OO0910'MARK ON THE LEFT.  CONTINUE WEST ON THE GRAVELED ROAD FOR
 OO0910'0.3 MILE TO THE STATION ON THE RIGHT, JUST BEFORE REACHING
 OO0910'A DRIVEWAY NORTH.
 OO0910'
 OO0910'REFERENCE MARK 1 IS 57 FEET WEST OF THE 26 INCH OAK TREE,
 OO0910'35 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 16
 OO0910'FEET EAST OF THE T-FENCE CORNER, AND 1 FOOT SOUTH OF THE
 OO0910'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OO0910'SPILL NO 1 1961.
 OO0910'
 OO0910'REFERENCE MARK 2 IS 66 FEET SOUTH OF THE 26 INCH OAK TREE,
 OO0910'33 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 24
 OO0910'FEET WEST OF A T-FENCE CORNER AND THE WEST GATE POST OF A
 OO0910'FIELD ENTRANCE, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT
 OO0910'IS FLUSH AND THE DISK IS STAMPED SPILL NO 2 1961.
 OO0910'
 OO0910'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTERLINE OF A
 OO0910'GRAVELED ROAD, 13 FEET NORTHEAST OF A 10 INCH PINE TREE, 2
 OO0910'FEET SOUTHWEST OF A WITNESS POST, AND 1 FOOT SOUTHWEST OF
 OO0910'A POWER POLE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 OO0910'IS STAMPED SPILL 1961.
 OO0910'
 OO0910'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0897 ***********************************************************************
 ON0897  DESIGNATION -  SPILLVILLE CATH CH SPIRE
 ON0897  PID         -  ON0897
 ON0897  STATE/COUNTY-  IA/WINNESHIEK
 ON0897  USGS QUAD   -  FORT ATKINSON (1981)
 ON0897
 ON0897                         *CURRENT SURVEY CONTROL
 ON0897  ___________________________________________________________________
 ON0897* NAD 83(1996)-  43 12 21.13200(N)    091 57 15.31250(W)     ADJUSTED  
 ON0897* NAVD 88     -                                                        
 ON0897  ___________________________________________________________________
 ON0897  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 ON0897  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 ON0897
 ON0897  HORZ ORDER  -  THIRD
 ON0897
 ON0897.The horizontal coordinates were established by classical geodetic methods
 ON0897.and adjusted by the National Geodetic Survey in May 1999..
 ON0897
 ON0897
 ON0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0897
 ON0897.The geoid height was determined by GEOID03.
 ON0897
 ON0897;                    North         East     Units Scale Factor Converg.
 ON0897;SPC IA N     - 1,190,636.126 1,625,611.725   MT  0.99998946   +1 02 51.4
 ON0897;UTM  15      - 4,784,207.514   584,952.255   MT  0.99968878   +0 42 57.5
 ON0897
 ON0897                          SUPERSEDED SURVEY CONTROL
 ON0897
 ON0897  NAD 83(1996)-  43 12 21.13198(N)    091 57 15.31247(W) AD(       ) 4
 ON0897  NAD 83(1986)-  43 12 21.12428(N)    091 57 15.31173(W) AD(       ) 4
 ON0897  NAD 27      -  43 12 21.23400(N)    091 57 14.73100(W) AD(       ) 3
 ON0897
 ON0897.Superseded values are not recommended for survey control.
 ON0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0897.See file dsdata.txt to determine how the superseded data were derived.
 ON0897
 ON0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8495284208(NAD 83)
 ON0897_MARKER: 90 = CHURCH SPIRE
 ON0897
 ON0897  HISTORY     - Date     Condition        Report By
 ON0897  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0897
 ON0897                          STATION DESCRIPTION
 ON0897
 ON0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0897'THE STATION IS THE CENTER OF THE TOP OF THE SILVER SPIRE
 ON0897'WITH A SILVER BALL AND CROSS AT THE TOP OF THE ST. WENCESLAUS
 ON0897'CATHOLIC CHURCH AND LOCATED IN THE WEST EDGE OF SPILLVILLE.
 ON0897'THE SPIRE IS ATOP A YELLOW ROCK BELFRY WITH A CLOCK ON THE
 ON0897'EAST, WEST, NORTH AND SOUTH SIDES.  THE CHURCH IS YELLOW ROCK
 ON0897'AND HAS A RED ROOF.  THE OVERALL HEIGHT OF THE CHURCH AND
 ON0897'SPIRE IS APPROXIMATELY 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0898 ***********************************************************************
 ON0898  DESIGNATION -  SPILLVILLE MUNICIPAL TANK
 ON0898  PID         -  ON0898
 ON0898  STATE/COUNTY-  IA/WINNESHIEK
 ON0898  USGS QUAD   -  FORT ATKINSON (1981)
 ON0898
 ON0898                         *CURRENT SURVEY CONTROL
 ON0898  ___________________________________________________________________
 ON0898* NAD 83(1996)-  43 12 26.51013(N)    091 57 08.82406(W)     ADJUSTED  
 ON0898* NAVD 88     -                                                        
 ON0898  ___________________________________________________________________
 ON0898  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 ON0898  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 ON0898
 ON0898  HORZ ORDER  -  THIRD
 ON0898
 ON0898.The horizontal coordinates were established by classical geodetic methods
 ON0898.and adjusted by the National Geodetic Survey in May 1999..
 ON0898
 ON0898
 ON0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0898
 ON0898.The geoid height was determined by GEOID03.
 ON0898
 ON0898;                    North         East     Units Scale Factor Converg.
 ON0898;SPC IA N     - 1,190,804.746 1,625,755.134   MT  0.99998970   +1 02 55.8
 ON0898;UTM  15      - 4,784,375.251   585,096.594   MT  0.99968908   +0 43 02.1
 ON0898
 ON0898                          SUPERSEDED SURVEY CONTROL
 ON0898
 ON0898  NAD 83(1996)-  43 12 26.51011(N)    091 57 08.82404(W) AD(       ) 4
 ON0898  NAD 83(1986)-  43 12 26.50241(N)    091 57 08.82329(W) AD(       ) 4
 ON0898  NAD 27      -  43 12 26.61200(N)    091 57 08.24300(W) AD(       ) 3
 ON0898
 ON0898.Superseded values are not recommended for survey control.
 ON0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0898.See file dsdata.txt to determine how the superseded data were derived.
 ON0898
 ON0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8509784375(NAD 83)
 ON0898_MARKER: 53 = ELEVATED TANK
 ON0898
 ON0898  HISTORY     - Date     Condition        Report By
 ON0898  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0898
 ON0898                          STATION DESCRIPTION
 ON0898
 ON0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0898'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK LOCATED
 ON0898'IN THE NORTHWEST EDGE OF SPILLVILLE.  IT IS A FOUR LEGGED
 ON0898'STEEL STRUCTURE PAINTED SILVER.  THE TANK IS PAINTED SILVER
 ON0898'AND HAS A RED TOP.  THE OVERALL HEIGHT IS APPROXIMATELY 110 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0777 ***********************************************************************
 MG0777  DESIGNATION -  SPINGDALE
 MG0777  PID         -  MG0777
 MG0777  STATE/COUNTY-  IA/CEDAR
 MG0777  USGS QUAD   -  WEST BRANCH (1965)
 MG0777
 MG0777                         *CURRENT SURVEY CONTROL
 MG0777  ___________________________________________________________________
 MG0777* NAD 83(1996)-  41 41 06.93664(N)    091 15 33.88632(W)     ADJUSTED  
 MG0777* NAVD 88     -       246.00   (+/-2cm)     807.1    (feet)  VERTCON   
 MG0777  ___________________________________________________________________
 MG0777  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 MG0777  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MG0777
 MG0777  HORZ ORDER  -  FIRST
 MG0777  VERT ORDER  -  THIRD ? (See Below)
 MG0777
 MG0777.The horizontal coordinates were established by classical geodetic methods
 MG0777.and adjusted by the National Geodetic Survey in May 1999..
 MG0777
 MG0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0777.The vertical order pertains to the NGVD 29 superseded value.
 MG0777
 MG0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0777
 MG0777.The geoid height was determined by GEOID03.
 MG0777
 MG0777;                    North         East     Units Scale Factor Converg.
 MG0777;SPC IA S     -   189,552.728   686,522.697   MT  0.99998406   +1 28 33.2
 MG0777;UTM  15      - 4,616,295.561   644,862.061   MT  0.99985824   +1 09 27.9
 MG0777
 MG0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0777!SPC IA S     -   0.99996653  x   0.99998406  =   0.99995059
 MG0777!UTM  15      -   0.99996653  x   0.99985824  =   0.99982478
 MG0777
 MG0777:                Primary Azimuth Mark                     Grid Az
 MG0777:SPC IA S     -  MECHANICSVILLE MUNICIPAL TANK            359 21 11.8
 MG0777:UTM  15      -  MECHANICSVILLE MUNICIPAL TANK            359 40 17.1
 MG0777
 MG0777|---------------------------------------------------------------------|
 MG0777| PID    Reference Object                     Distance      Geod. Az  |
 MG0777|                                                           dddmmss.s |
 MG0777| MG0789 MECHANICSVILLE MUNICIPAL TANK       APPROX.24.4 KM 0004945.0 |
 MG0777| MG0767 AERIAL BEACON GREEN                 APPROX.14.2 KM 0315707.5 |
 MG0777| MG0768 TIPTON STANDPIPE                    APPROX.14.3 KM 0485039.2 |
 MG0777| MG0766 TIPTON BUILDING TOWER               APPROX.14.4 KM 0492110.6 |
 MG0777| CL9479 SPINGDALE RM 2                       47.990 METERS 17432     |
 MG0777| MG0780 WEST LIBERTY MUNICIPAL TANK         APPROX.12.9 KM 1813946.4 |
 MG0777| MG0779 LIBERTY EAST BASE                   APPROX.15.5 KM 1953213.1 |
 MG0777| CL9478 SPINGDALE RM 1                                     25624     |
 MG0777| MG0776 WEST BRANCH MUNICIPAL TANK          APPROX. 7.6 KM 2611101.3 |
 MG0777| MG0778 AERIAL BEACON RED                   APPROX. 9.8 KM 2880625.4 |
 MG0777|---------------------------------------------------------------------|
 MG0777
 MG0777                          SUPERSEDED SURVEY CONTROL
 MG0777
 MG0777  NAD 83(1986)-  41 41 06.93602(N)    091 15 33.89610(W) AD(       ) 1
 MG0777  NAD 27      -  41 41 06.85600(N)    091 15 33.31600(W) AD(       ) 1
 MG0777  NGVD 29 (07/19/86)  246.04   (m)          807.2    (f) LEVELING    3  
 MG0777
 MG0777.Superseded values are not recommended for survey control.
 MG0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0777.See file dsdata.txt to determine how the superseded data were derived.
 MG0777
 MG0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG4486216296(NAD 83)
 MG0777_MARKER: DS = TRIANGULATION STATION DISK
 MG0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0777
 MG0777  HISTORY     - Date     Condition        Report By
 MG0777  HISTORY     - 1930     MONUMENTED       CGS
 MG0777  HISTORY     - 1971     MARK NOT FOUND   NGS
 MG0777  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0777
 MG0777                          STATION DESCRIPTION
 MG0777
 MG0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0777'STATION IS ABOUT 14 MILES E AND 1-1/2 MILES N OF IOWA CITY, 4-1/2
 MG0777'MILES E AND 1 MILE N OF WEST BRANCH, 1 MILE N OF THE VILLAGE
 MG0777'OF SPRINGDALE IN THE SE CORNER OF THE SW 1/4 OF SEC. 36,
 MG0777'T 80 N, R 4 W, ON LAND OWNED BY HENRY TUCKER.  THE STATION
 MG0777'IS ON THE N SIDE OF TOWNSHIP-LINE ROAD, 12 METERS N OF ROAD
 MG0777'FENCE AND 12 METES W OF A N AND S 1/2-SECTION-LINE FENCE.
 MG0777'IT IS ABOUT 15 METERS NW OF A LARGE COTTONWOOD WHICH STANDS
 MG0777'AT INTERSECTION OF THE TOWNSHIP-LINE ROAD WITH THE
 MG0777'1/2-SECTION-LINE ROAD N FROM SPRINGDALE.
 MG0777'
 MG0777'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MG0777'DISKS SET IN CONCRETE.
 MG0777'
 MG0777'REFERENCE MARK NO. 1 IS ON FENCE LINE ON S SIDE OF SECTION
 MG0777'36, 58 METERS W OF 1/2-SECTION-LINE FENCE.  REFERENCE MARK
 MG0777'NO. 2 IS ON FENCE LINE ON E SIDE OF 1/2-SECTION-LINE ROAD WHICH
 MG0777'RUNS N FROM SPRINGDALE, ABOUT 250 METERS S OF THE TOWNSHIP LINE.
 MG0777'
 MG0777'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MG0777
 MG0777                          STATION RECOVERY (1971)
 MG0777
 MG0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 MG0777'A THOROUGH SEARCH FOR THE STATION WAS MADE, BUT IT COULD NOT
 MG0777'BE FOUND.  THE FIELD IS NOW UNDER CULTIVATION AND THE SURFACE
 MG0777'MARK MAY HAVE BEEN REMOVED.  R.M. 2 AND R.M. 1 HAVE BEEN
 MG0777'RECOVERED AND ARE IN GOOD CONDITION.  THERE IS A POSSIBILITY
 MG0777'THAT R.M. 2 MAY BE DESTROYED IN THE NEAR FUTURE, BECAUSE IT IS
 MG0777'ON THE BANK OF A DITCH AND THE ONE SIDE IS PARTLY UNCOVERED.
 MG0777'THE DISTANCES TO THE REFERENCE MARKS IN THE PUBLISHED
 MG0777'DESCRIPTION IS IN ERROR, THEY HAVE BEEN TRANSPOSED AND THEY
 MG0777'SHOULD BE AS FOLLOWS--
 MG0777'
 MG0777'R.M. NO. 1 APPROX. 260 METERS
 MG0777'
 MG0777'R.M. NO. 2 47.990 METERS
 MG0777'
 MG0777'REFERENCE MARK NO. 2 IS ON THE SOUTH SIDE OF FENCE LINE OF
 MG0777'SECTION 36.  188.6 FEET WEST OF 1/2 SECTION-LINE FENCE.  28.0
 MG0777'FEET NORTH OF THE CENTER OF DIRT ROAD, AND 4.0 FEET SOUTH OF
 MG0777'FENCE LINE.
 MG0777'
 MG0777'REFERENCE MARK NO. 1 IS ON THE EAST SIDE OF FENCE LINE AND ON THE
 MG0777'EAST SIDE OF THE DIRT ROAD LEADING NORTH FROM THE VILLAGE OF
 MG0777'SPRINGDALE AND ABOUT 245 METERS SOUTH OF THE INTERSECTION OF
 MG0777'THE DIRT ROADS.
 MG0777
 MG0777                          STATION RECOVERY (1998)
 MG0777
 MG0777'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0512 ***********************************************************************
 OP0512  DESIGNATION -  SPIRIT LAKE
 OP0512  PID         -  OP0512
 OP0512  STATE/COUNTY-  IA/DICKINSON
 OP0512  USGS QUAD   -  SPIRIT LAKE (1970)
 OP0512
 OP0512                         *CURRENT SURVEY CONTROL
 OP0512  ___________________________________________________________________
 OP0512* NAD 83(1986)-  43 25 19.     (N)    095 06 05.     (W)     SCALED    
 OP0512* NAVD 88     -       448.339  (meters)    1470.93   (feet)  ADJUSTED  
 OP0512  ___________________________________________________________________
 OP0512  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 OP0512  DYNAMIC HT  -         448.218 (meters)    1470.53  (feet)  COMP
 OP0512  MODELED GRAV-     980,335.4   (mgal)                       NAVD 88
 OP0512
 OP0512  VERT ORDER  -  SECOND    CLASS 0
 OP0512
 OP0512.The horizontal coordinates were scaled from a topographic map and have
 OP0512.an estimated accuracy of +/- 6 seconds.
 OP0512
 OP0512.The orthometric height was determined by differential leveling
 OP0512.and adjusted by the National Geodetic Survey in June 1991..
 OP0512
 OP0512.The geoid height was determined by GEOID03.
 OP0512
 OP0512.The dynamic height is computed by dividing the NAVD 88
 OP0512.geopotential number by the normal gravity value computed on the
 OP0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0512.degrees latitude (g = 980.6199 gals.).
 OP0512
 OP0512.The modeled gravity was interpolated from observed gravity values.
 OP0512
 OP0512;                    North         East    Units  Estimated Accuracy
 OP0512;SPC IA N     - 1,214,720.    1,370,320.      MT  (+/- 180 meters Scaled)
 OP0512
 OP0512                          SUPERSEDED SURVEY CONTROL
 OP0512
 OP0512  NGVD 29 (??/??/92)  448.189  (m)         1470.43   (f) ADJ UNCH    2 0
 OP0512
 OP0512.Superseded values are not recommended for survey control.
 OP0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0512.See file dsdata.txt to determine how the superseded data were derived.
 OP0512
 OP0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ298098(NAD 83)
 OP0512_MARKER: DB = BENCH MARK DISK
 OP0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0512_STAMPING: SPIRIT LAKE 1934
 OP0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0512+STABILITY: SURFACE MOTION
 OP0512
 OP0512  HISTORY     - Date     Condition        Report By
 OP0512  HISTORY     - 1934     MONUMENTED       CGS
 OP0512
 OP0512                          STATION DESCRIPTION
 OP0512
 OP0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0512'IN SPIRIT LAKE.
 OP0512'AT SPIRIT LAKE, DICKINSON COUNTY, 312 FEET EAST OF THE EAST SIDE OF
 OP0512'THE COURTHOUSE, 176 FEET EAST OF THE CENTERLINE OF HILL STREET, 133.5
 OP0512'FEET SOUTH OF THE CENTERLINE OF COURT STREET, 49.6 FEET SOUTHEAST OF
 OP0512'THE SOUTHEAST CORNER OF THE CARNEGIE LIBRARY, AND IN THE NORTHEAST
 OP0512'CORNER OF THE SHOULDER OF THE CONCRETE ANCHOR OF THE NORTHEAST LEG OF
 OP0512'THE CITY WATER TANK.  A STANDARD DISK, STAMPED SPIRIT LAKE 1934 AND
 OP0512'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0781 ***********************************************************************
 OP0781  DESIGNATION -  SPIRIT LAKE STEEL WATER TANK
 OP0781  PID         -  OP0781
 OP0781  STATE/COUNTY-  IA/DICKINSON
 OP0781  USGS QUAD   -  SPIRIT LAKE (1970)
 OP0781
 OP0781                         *CURRENT SURVEY CONTROL
 OP0781  ___________________________________________________________________
 OP0781* NAD 83(1996)-  43 25 19.86505(N)    095 06 06.01735(W)     ADJUSTED  
 OP0781* NAVD 88     -                                                        
 OP0781  ___________________________________________________________________
 OP0781  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 OP0781  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 OP0781
 OP0781  HORZ ORDER  -  THIRD
 OP0781
 OP0781.The horizontal coordinates were established by classical geodetic methods
 OP0781.and adjusted by the National Geodetic Survey in May 1999..
 OP0781
 OP0781
 OP0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0781
 OP0781.The geoid height was determined by GEOID03.
 OP0781
 OP0781;                    North         East     Units Scale Factor Converg.
 OP0781;SPC IA N     - 1,214,748.962 1,370,299.482   MT  1.00003213   -1 05 07.9
 OP0781;SPC MN S     -   147,512.841   710,780.103   MT  1.00009778   -0 46 19.9
 OP0781;UTM  15      - 4,809,844.688   329,871.568   MT  0.99995604   -1 26 41.9
 OP0781
 OP0781                          SUPERSEDED SURVEY CONTROL
 OP0781
 OP0781  NAD 83(1996)-  43 25 19.86505(N)    095 06 06.01736(W) AD(       ) 4
 OP0781  NAD 83(1986)-  43 25 19.85764(N)    095 06 06.00821(W) AD(       ) 4
 OP0781  NAD 27      -  43 25 20.07900(N)    095 06 04.98900(W) AD(       ) 3
 OP0781
 OP0781.Superseded values are not recommended for survey control.
 OP0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0781.See file dsdata.txt to determine how the superseded data were derived.
 OP0781
 OP0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2987209845(NAD 83)
 OP0781_MARKER: 53 = ELEVATED TANK
 OP0781
 OP0781  HISTORY     - Date     Condition        Report By
 OP0781  HISTORY     - 1927     FIRST OBSERVED   CGS
 OP0781  HISTORY     - 1934     GOOD             CGS
 OP0781
 OP0781                          STATION DESCRIPTION
 OP0781
 OP0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP0781'STATION IS THE BLACK MUNICIPAL WATER TANK IN THE TOWN OF
 OP0781'SPIRIT LAKE, IOWA.  IT IS 35 METERS W OF COURT STREET, 50
 OP0781'METERS S OF HILL AVENUE IN THE CENTRAL PART OF TOWN.  IT WAS
 OP0781'ERECTED IN 1922.  THE MUNICIPAL PUMPING STATION, A LOW GREY
 OP0781'BUILDING IS DIRECTLY UNDERNEATH THE TANK.  THE TANK HAS
 OP0781'4 TRUSS WORK LEGS, BELOW WHICH IS A SUSPENDED OVAL BOWL
 OP0781'EXTENDING DOWNWARD 12 FEET.  FROM THE CENTER OF THIS BOWL
 OP0781'A GREY FEED PIPE JACKET EXTENDS DOWNWARD TO THE ROOF OF THE
 OP0781'PUMPING STATION.  THE BLACK VERTICAL SECTION IS 25 FEET HIGH
 OP0781'AND HAS A CAT WALK AND RAIL AROUND ITS BASE.  THE SLIGHTLY
 OP0781'CONICAL ROOF WITH PROJECTING EAVES IS 4 FEET HIGH AND HAS A
 OP0781'VENTILATOR AND OVERFLOW PIPE AT THE TOP.  THE TOTAL HEIGHT
 OP0781'IS 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1174 ***********************************************************************
 OP1174  DESIGNATION -  SPIRPORT
 OP1174  PID         -  OP1174
 OP1174  STATE/COUNTY-  IA/DICKINSON
 OP1174  USGS QUAD   -  OKOBOJI (1982)
 OP1174
 OP1174                         *CURRENT SURVEY CONTROL
 OP1174  ___________________________________________________________________
 OP1174* NAD 83(1996)-  43 23 00.84623(N)    095 08 18.54642(W)     ADJUSTED  
 OP1174* NAVD 88     -       433.8    (meters)    1423.     (feet)  VERTCON   
 OP1174  ___________________________________________________________________
 OP1174  X           -    -415,849.796 (meters)                     COMP
 OP1174  Y           -  -4,624,422.125 (meters)                     COMP
 OP1174  Z           -   4,358,848.222 (meters)                     COMP
 OP1174  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 OP1174  ELLIP HEIGHT-         405.79  (meters)          (05/06/99) GPS OBS
 OP1174  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 OP1174
 OP1174  HORZ ORDER  -  THIRD
 OP1174  ELLP ORDER  -  FOURTH    CLASS I
 OP1174
 OP1174.This mark is at Spirit Lake Municipal Airport (5IA5)
 OP1174
 OP1174.The horizontal coordinates were established by GPS observations
 OP1174.and adjusted by the National Geodetic Survey in May 1999..
 OP1174
 OP1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1174
 OP1174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1174
 OP1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1174
 OP1174.The ellipsoidal height was determined by GPS observations
 OP1174.and is referenced to NAD 83.
 OP1174
 OP1174.The geoid height was determined by GEOID03.
 OP1174
 OP1174;                    North         East     Units Scale Factor Converg.
 OP1174;SPC IA N     - 1,210,516.480 1,367,235.600   MT  1.00002346   -1 06 37.7
 OP1174;UTM  15      - 4,805,631.766   326,781.419   MT  0.99996910   -1 28 09.3
 OP1174
 OP1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1174!SPC IA N     -   0.99993637  x   1.00002346  =   0.99995983
 OP1174!UTM  15      -   0.99993637  x   0.99996910  =   0.99990547
 OP1174
 OP1174:                Primary Azimuth Mark                     Grid Az
 OP1174:SPC IA N     -  SPIRPORT AZ MK                           348 41 56.6
 OP1174:UTM  15      -  SPIRPORT AZ MK                           349 03 28.2
 OP1174
 OP1174|---------------------------------------------------------------------|
 OP1174| PID    Reference Object                     Distance      Geod. Az  |
 OP1174|                                                           dddmmss.s |
 OP1174| OP1175 SPIRPORT AZ MK                      APPROX. 0.9 KM 3473518.9 |
 OP1174|---------------------------------------------------------------------|
 OP1174
 OP1174                          SUPERSEDED SURVEY CONTROL
 OP1174
 OP1174  NAD 83(1996)-  43 23 00.84623(N)    095 08 18.54642(W) AD(       ) 3
 OP1174  NAD 83(1986)-  43 23 00.84285(N)    095 08 18.53673(W) AD(       ) 3
 OP1174  NGVD 29 (07/09/90)  433.6    (m)         1423.     (f) GPS OBS        
 OP1174
 OP1174.Superseded values are not recommended for survey control.
 OP1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1174.See file dsdata.txt to determine how the superseded data were derived.
 OP1174
 OP1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2678105632(NAD 83)
 OP1174_MARKER: I = METAL ROD
 OP1174_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OP1174_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OP1174_STAMPING: SPIRPORT 1989
 OP1174_MARK LOGO: NGS   
 OP1174_PROJECTION: FLUSH
 OP1174_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1174+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OP1174_ROD/PIPE-DEPTH: 5.7  meters
 OP1174_SLEEVE-DEPTH  : 0.91 meters
 OP1174
 OP1174  HISTORY     - Date     Condition        Report By
 OP1174  HISTORY     - 1989     MONUMENTED       NGS
 OP1174
 OP1174                          STATION DESCRIPTION
 OP1174
 OP1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OP1174'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF SPIRIT
 OP1174'LAKE, IN OKOBOJI, AT THE SPIRIT LAKE MUNICIPAL AIRPORT AND AT THE
 OP1174'JUNCTION OF THE RUNWAY AND ENTRANCE RAMP.  OWNERSHIP--CITY OF SPIRIT
 OP1174'LAKE, SPIRIT LAKE, IA 51306, PHONE (712) 332-5646. THERE IS NO AIRPORT
 OP1174'MANAGER SO CONTACT STEVE DULIN, SPIRIT LAKE AIRPORT AUTHORITY BOARD,
 OP1174'PHONE (712) 332-5646.  NOTE--MR. STEVE DULIN, OF THE SPIRIT LAKE
 OP1174'AUTHORITY BOARD WAS CONTACTED AND STATES THIS AIRPORT IS TO BE
 OP1174'ABANDONED AND RELOCATED WITHIN THE NEXT FIVE YEARS.
 OP1174'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 71 AND STATE
 OP1174'HIGHWAY 9, ABOUT 1.6 KM (1.00 MI) WEST OF SPIRIT LAKE, GO SOUTH ON US
 OP1174'HIGHWAY 71 FOR 4.5 KM (2.80 MI) TO THE JUNCTION OF A PAVED ROAD ON THE
 OP1174'RIGHT AT A STOP AND GO CONVENIENCE STORE.  TURN RIGHT, WEST, AND GO
 OP1174'0.8 KM (0.50 MI) TO A FORK AND THE AIRPORT ENTRANCE ON THE RIGHT. TURN
 OP1174'RIGHT THRU THE PARKING LOT TO A GATE ON THE RIGHT.  TURN RIGHT THROUGH
 OP1174'THE GATE ONTO THE APRON AND ENTRANCE RAMP AND GO 0.1 KM (0.05 MI) TO
 OP1174'THE JUNCTION OF THE RUNWAY AND THE MARK ON THE LEFT.
 OP1174'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 OP1174'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 OP1174'SURROUNDED BY CONCRETE.  LOCATED 14.9 M (48.9 FT) WEST OF THE CENTER
 OP1174'OF THE RUNWAY, 10.6 M (34.8 FT) NORTH OF THE CENTER OF THE ENTRANCE
 OP1174'RAMP, 5.3 M (17.4 FT) NORTHWEST OF THE CURVED EDGE OF THE ENTRANCE
 OP1174'RAMP AND 6.2 M (20.3 FT) NORTH OF A FIBERGLASS WITNESS POST.
 OP1174'NOTE--ACESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OP1174'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1175 ***********************************************************************
 OP1175  DESIGNATION -  SPIRPORT AZ MK
 OP1175  PID         -  OP1175
 OP1175  STATE/COUNTY-  IA/DICKINSON
 OP1175  USGS QUAD   -  OKOBOJI (1982)
 OP1175
 OP1175                         *CURRENT SURVEY CONTROL
 OP1175  ___________________________________________________________________
 OP1175* NAD 83(1996)-  43 23 28.59880(N)    095 08 26.92144(W)     ADJUSTED  
 OP1175* NAVD 88     -       436.1    (meters)    1431.     (feet)  VERTCON   
 OP1175  ___________________________________________________________________
 OP1175  X           -    -415,985.001 (meters)                     COMP
 OP1175  Y           -  -4,623,821.000 (meters)                     COMP
 OP1175  Z           -   4,359,472.368 (meters)                     COMP
 OP1175  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 OP1175  ELLIP HEIGHT-         408.24  (meters)          (05/06/99) GPS OBS
 OP1175  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 OP1175
 OP1175  HORZ ORDER  -  THIRD
 OP1175  ELLP ORDER  -  FOURTH    CLASS I
 OP1175
 OP1175.This mark is at Spirit Lake Municipal Airport (5IA5)
 OP1175
 OP1175.The horizontal coordinates were established by GPS observations
 OP1175.and adjusted by the National Geodetic Survey in May 1999..
 OP1175
 OP1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1175
 OP1175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1175
 OP1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1175
 OP1175.The ellipsoidal height was determined by GPS observations
 OP1175.and is referenced to NAD 83.
 OP1175
 OP1175.The geoid height was determined by GEOID03.
 OP1175
 OP1175;                    North         East     Units Scale Factor Converg.
 OP1175;SPC IA N     - 1,211,376.473 1,367,063.741   MT  1.00002515   -1 06 43.4
 OP1175;UTM  15      - 4,806,492.772   326,614.960   MT  0.99996981   -1 28 15.8
 OP1175
 OP1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1175!SPC IA N     -   0.99993599  x   1.00002515  =   0.99996113
 OP1175!UTM  15      -   0.99993599  x   0.99996981  =   0.99990580
 OP1175
 OP1175:                Primary Azimuth Mark                     Grid Az
 OP1175:SPC IA N     -  SPIRPORT                                 168 41 56.5
 OP1175:UTM  15      -  SPIRPORT                                 169 03 28.9
 OP1175
 OP1175|---------------------------------------------------------------------|
 OP1175| PID    Reference Object                     Distance      Geod. Az  |
 OP1175|                                                           dddmmss.s |
 OP1175| OP1174 SPIRPORT                            APPROX. 0.9 KM 1673513.1 |
 OP1175|---------------------------------------------------------------------|
 OP1175
 OP1175                          SUPERSEDED SURVEY CONTROL
 OP1175
 OP1175  NAD 83(1996)-  43 23 28.59880(N)    095 08 26.92144(W) AD(       ) 3
 OP1175  NAD 83(1986)-  43 23 28.59545(N)    095 08 26.91164(W) AD(       ) 3
 OP1175  NGVD 29 (07/09/90)  436.0    (m)         1430.     (f) GPS OBS        
 OP1175
 OP1175.Superseded values are not recommended for survey control.
 OP1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1175.See file dsdata.txt to determine how the superseded data were derived.
 OP1175
 OP1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2661506493(NAD 83)
 OP1175_MARKER: I = METAL ROD
 OP1175_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OP1175_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OP1175_STAMPING: SPIRPORT AZ MK 1989
 OP1175_MARK LOGO: NGS   
 OP1175_PROJECTION: FLUSH
 OP1175_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1175+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OP1175_ROD/PIPE-DEPTH: 5.6  meters
 OP1175_SLEEVE-DEPTH  : 0.91 meters
 OP1175
 OP1175  HISTORY     - Date     Condition        Report By
 OP1175  HISTORY     - 1989     MONUMENTED       NGS
 OP1175
 OP1175                          STATION DESCRIPTION
 OP1175
 OP1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OP1175'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF SPIRIT
 OP1175'LAKE, IN OKOBOJI, AT THE SPIRIT LAKE MUNICIPAL AIRPORT AND ON THE
 OP1175'SOUTH SIDE OF THE TURN-AROUND FOR RUNWAY 16.  OWNERSHIP--CITY OF
 OP1175'SPIRIT LAKE, SPIRIT LAKE, IA 51360, PHONE (712) 332-5646.  THERE IS NO
 OP1175'AIRPORT MANAGER SO CONTACT STEVE DULIN, SPIRIT LAKE AUTHORITY BOARD,
 OP1175'PHONE (712) 332-5646.  NOTE--MR. STEVE DULIN WAS CONTACTED AT THIS
 OP1175'TIME AND STATED THE AIRPORT IS TO BE ABANDONED AND RELOCATED WITHIN
 OP1175'THE NEXT FIVE YEARS.
 OP1175'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 71 AND STATE
 OP1175'HIGHWAY 9, ABOUT 1.6 KM (1.00 MI) WEST OF SPIRIT LAKE, GO SOUTH ON US
 OP1175'HIGHWAY 71 FOR 4.5 KM (2.80 MI) TO THE JUNCTION OF A PAVED ROAD ON THE
 OP1175'RIGHT AT A STOP AND GO CONVENIENCE STORE.  TURN RIGHT ON THE PAVED
 OP1175'ROAD AND GO 0.8 KM (0.50 MI) TO A FORK AND THE AIRPORT PARKING LOT ON
 OP1175'THE RIGHT.  TURN RIGHT THRU THE PARKING LOT TO A GATE ON THE RIGHT.
 OP1175'TURN RIGHT THRU THE GATE ONTO THE APRON AND ENTRANCE RAMP FOR 0.1 KM
 OP1175'(0.05 MI) TO THE JUNCTION OF THE RUNWAY.  TURN LEFT, NORTH, ONTO THE
 OP1175'RUNWAY FOR 0.85 KM (0.55 MI) TO A TURN-AROUND FOR THE END OF RUNWAY 16
 OP1175'AND THE STATION ON THE LEFT.
 OP1175'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 OP1175'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 OP1175'SURROUNDED BY CONCRETE.  LOCATED 14.2 M (46.6 FT) WEST OF THE CENTER
 OP1175'OF THE RUNWAY, 10.8 M (35.4 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF
 OP1175'THE TURN-AROUND, 4.4 M (14.4 FT) SOUTHWEST OF THE CURVED EDGE OF THE
 OP1175'TURN-AROUND AND 4.2 M (13.8 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 OP1175'POST.
 OP1175'NOTE--ACESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OP1175'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0886 ***********************************************************************
 ON0886  DESIGNATION -  SPRING
 ON0886  PID         -  ON0886
 ON0886  STATE/COUNTY-  IA/WINNESHIEK
 ON0886  USGS QUAD   -  CALMAR (1981)
 ON0886
 ON0886                         *CURRENT SURVEY CONTROL
 ON0886  ___________________________________________________________________
 ON0886* NAD 83(1996)-  43 10 09.93550(N)    091 46 27.34677(W)     ADJUSTED  
 ON0886* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 ON0886  ___________________________________________________________________
 ON0886  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 ON0886  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 ON0886
 ON0886  HORZ ORDER  -  THIRD
 ON0886
 ON0886.The horizontal coordinates were established by classical geodetic methods
 ON0886.and adjusted by the National Geodetic Survey in May 1999..
 ON0886
 ON0886.The orthometric height was scaled from a topographic map.
 ON0886
 ON0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0886
 ON0886.The geoid height was determined by GEOID03.
 ON0886
 ON0886;                    North         East     Units Scale Factor Converg.
 ON0886;SPC IA N     - 1,186,871.292 1,640,318.976   MT  0.99998368   +1 10 10.6
 ON0886;UTM  15      - 4,780,358.793   599,633.357   MT  0.99972211   +0 50 19.2
 ON0886
 ON0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0886!SPC IA N     -   0.99994453  x   0.99998368  =   0.99992821
 ON0886!UTM  15      -   0.99994453  x   0.99972211  =   0.99966665
 ON0886
 ON0886|---------------------------------------------------------------------|
 ON0886| PID    Reference Object                     Distance      Geod. Az  |
 ON0886|                                                           dddmmss.s |
 ON0886| CI7189 SPRING RM 1                           9.849 METERS 00144     |
 ON0886| ON0880 WASHINGTON PRAIRIE LUTH CH          APPROX. 8.2 KM 0210258.4 |
 ON0886| CI7192 SPRING RM 4                          24.265 METERS 09157     |
 ON0886| CI7190 SPRING RM 2                          18.891 METERS 09528     |
 ON0886| ON0887 OSSIAN CATH CHURCH SPIRE            APPROX. 3.3 KM 1545518.6 |
 ON0886| ON0883 OSSIAN MUNICIPAL TANK               APPROX. 2.7 KM 1624124.9 |
 ON0886| CI7188 SPRING AZ MK                        APPROX. 0.7 KM 1792355.3 |
 ON0886| AH1851 SPRING AZ MK 2                                     1792354.0 |
 ON0886| CI7191 SPRING RM 3                          13.466 METERS 33458     |
 ON0886|---------------------------------------------------------------------|
 ON0886
 ON0886                          SUPERSEDED SURVEY CONTROL
 ON0886
 ON0886  NAD 83(1996)-  43 10 09.93549(N)    091 46 27.34674(W) AD(       ) 3
 ON0886  NAD 83(1986)-  43 10 09.92743(N)    091 46 27.34626(W) AD(       ) 3
 ON0886  NAD 27      -  43 10 10.01870(N)    091 46 26.79560(W) AD(       ) 3
 ON0886
 ON0886.Superseded values are not recommended for survey control.
 ON0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0886.See file dsdata.txt to determine how the superseded data were derived.
 ON0886
 ON0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9963380359(NAD 83)
 ON0886_MARKER: DS = TRIANGULATION STATION DISK
 ON0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0886_STAMPING: SPRING 1961
 ON0886_MARK LOGO: CGS   
 ON0886_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0886+STABILITY: SURFACE MOTION
 ON0886
 ON0886  HISTORY     - Date     Condition        Report By
 ON0886  HISTORY     - 1961     MONUMENTED       CGS
 ON0886  HISTORY     - 1968     GOOD             CGS
 ON0886  HISTORY     - 1970     GOOD             NGS
 ON0886  HISTORY     - 19840615 GOOD             NGS
 ON0886
 ON0886                          STATION DESCRIPTION
 ON0886
 ON0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0886'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF CALMAR,
 ON0886'ABOUT 1-1/2 MILES NORTHWEST OF OSSIAN, ON THE SOUTH SIDE
 ON0886'OF SEC. 34, T. 92 N., R. 8 W., AND ON THE ROAD RIGHT-OF-WAY.
 ON0886'IT IS 189 FEET NORTH OF A FENCE CORNER, 32 FEET WEST OF
 ON0886'THE CENTERLINE OF A GRAVELED ROAD, 3 FEET NORTHEAST OF A
 ON0886'WITNESS POST, AND 2 FEET EAST OF A WIRE FENCE.  THE MONUMENT
 ON0886'PROJECTS 3 INCHES AND THE DISK IS STAMPED SPRING 1961.
 ON0886'
 ON0886'TO REACH THE STATION FROM THE U.S. POST OFFICE IN OSSIAN,
 ON0886'GO WEST AND NORTH ON U.S. HIGHWAY 52 FOR 1.75 MILES TO A
 ON0886'GRAVELED CROSSROAD.  TURN RIGHT AND GO EAST, CROSSING RAILROAD
 ON0886'TRACKS, FOR ABOUT 150 FEET TO A GRAVELED T-ROAD.  TURN LEFT
 ON0886'AND GO NORTH FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 ON0886'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.4 MILE TO THE
 ON0886'STATION ON THE LEFT.
 ON0886'
 ON0886'REFERENCE MARK 1 IS 35 FEET NORTH OF A WITNESS POST, 32
 ON0886'FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, AND 2 FEET
 ON0886'EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND
 ON0886'THE DISK IS STAMPED SPRING NO 1 1961.
 ON0886'
 ON0886'REFERENCE MARK 2 IS 63 FEET EAST OF A WITNESS POST, 30 FEET
 ON0886'EAST OF THE CENTERLINE OF A GRAVELED ROAD, AND 2 FEET WEST
 ON0886'OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 ON0886'DISK IS STAMPED SPRING NO 2 1961.
 ON0886'
 ON0886'THE AZIMUTH MARK IS 29 FEET WEST OF THE CENTERLINE OF A
 ON0886'GRAVELED ROAD, 18 FEET EAST OF THE EAST RAIL OF A RAILROAD
 ON0886'TRACK, 2 FEET EAST OF A TELEPHONE POLE, AND 2 FEET NORTHEAST
 ON0886'OF A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE
 ON0886'DISK IS STAMPED SPRING 1961.
 ON0886'
 ON0886'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ON0886
 ON0886                          STATION RECOVERY (1968)
 ON0886
 ON0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ON0886'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 ON0886'2 WERE RECOVERED AS DESCRIBED IN THE 1961 DESCRIPTION AND
 ON0886'FOUND IN GOOD CONDITION.  THE TO REACH THE STATION WAS FOUND
 ON0886'ADEQUATE.  THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD
 ON0886'CONDITION BUT IN THE WAY OF ROAD CONSTRUCTION AND THE MARK
 ON0886'HAD TO BE MOVED.
 ON0886'
 ON0886'WHEN ROAD CONSTRUCTION IS COMPLETED, FIELD APPROACHES WILL
 ON0886'BE ON BOTH SIDES OF THE ROAD AT THE STATION SITE.
 ON0886'
 ON0886'A NEW AZIMUTH MARK WAS SET.
 ON0886'
 ON0886'FOLLOWING IS A DESCRIPTION FOR THE NEW AZIMUTH MARK.
 ON0886'
 ON0886'AZIMUTH MARK, A STANDARD DISK STAMPED SPRING 1961 1968, IS
 ON0886'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 5
 ON0886'INCHES.  IT IS 69 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 ON0886'ROAD, 24 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS, AND
 ON0886'1.5 FEET NORTH OF A METAL WITNESS POST.
 ON0886'
 ON0886'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 ON0886'A GRAVELED ROAD FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 ON0886'
 ON0886'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 ON0886'1-1/2 MILES NORTHWEST OF OSSIAN.
 ON0886
 ON0886                          STATION RECOVERY (1970)
 ON0886
 ON0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 ON0886'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND
 ON0886'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE
 ON0886'MARK NO. 2 WERE IN DITCHES ON MOUNDS OF SOIL AND WERE REMOVED
 ON0886'AND DESTROYED AT THE REQUEST OF THE COUNTY ENGINEER.  THE
 ON0886'ANGLES BETWEEN INTERSECTION STATIONS AND THE AZIMUTH MARK
 ON0886'CHECKED.
 ON0886'
 ON0886'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 ON0886'
 ON0886'FOLLOWING IS A COMPLETE DESCRIPTION.
 ON0886'
 ON0886'TO REACH THE STATION FROM THE POST OFFICE IN OSSIAN, GO
 ON0886'WEST AND NORTH ON U.S. HIGHWAY 52 FOR 1.75 MILES TO A CROSSROAD.
 ON0886'TURN RIGHT AND GO EAST CROSSING RAILROAD TRACKS FOR ABOUT
 ON0886'150 FEET TO A GRAVELED T-ROAD.  TURN LEFT AND GO NORTH ON
 ON0886'A GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 ON0886'LEFT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.45 MILE
 ON0886'TO THE STATION ON THE LEFT.
 ON0886'
 ON0886'STATION MARK, A STANDARD DISK STAMPED SPRING 1961, IS SET
 ON0886'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 ON0886'IT IS 31 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 20
 ON0886'FEET EAST OF A NORTH-SOUTH FENCE, 3 FEET NORTHEAST OF A
 ON0886'METAL WITNESS POST, AND AT THE SOUTH SIDE OF AN APPROACH.
 ON0886'THE UNDERGROUND MARK WAS NOT INSPECTED.
 ON0886'
 ON0886'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SPRING 1961
 ON0886'NO. 3 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 ON0886'PROJECTS 4 INCHES.  IT IS 50 FEET WEST OF THE CENTER OF
 ON0886'THE GRAVELED ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 ON0886'
 ON0886'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED SPRING 1961
 ON0886'NO. 4 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 ON0886'PROJECTS 2 INCHES.  IT IS 49 FEET EAST OF THE CENTER OF
 ON0886'THE GRAVELED ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 ON0886'
 ON0886'AZIMUTH MARK, A STANDARD DISK STAMPED SPRING 1961 1968, IS
 ON0886'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 5
 ON0886'INCHES.  IT IS 69 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 ON0886'GRAVELED ROAD, 24 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS,
 ON0886'AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 ON0886'
 ON0886'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 ON0886'1-1/2 MILES NORTHWEST OF OSSIAN.
 ON0886
 ON0886                          STATION RECOVERY (1984)
 ON0886
 ON0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 ON0886'THE SURFACE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK
 ON0886'SET IN 1968 WERE ALL RECOVERED IN GOOD CONDITION.  THE DISTANCES AND
 ON0886'DIRECTIONS TO THE REFERENCE MARKS AGREED WITH 1970 DATA, AS DID THE
 ON0886'DIRECTION TO THE AZIMUTH MARK AND DISTANCE LANDMARKS.  THE 1970
 ON0886'RECOVERY NOTE IS ADEQUATE IN ALL RESPECTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0659 ***********************************************************************
 MH0659  DESIGNATION -  SPUR
 MH0659  PID         -  MH0659
 MH0659  STATE/COUNTY-  IA/CLARKE
 MH0659  USGS QUAD   -  OSCEOLA (1983)
 MH0659
 MH0659                         *CURRENT SURVEY CONTROL
 MH0659  ___________________________________________________________________
 MH0659* NAD 83(1996)-  41 04 29.92309(N)    093 45 38.02133(W)     ADJUSTED  
 MH0659* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 MH0659  ___________________________________________________________________
 MH0659  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 MH0659  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 MH0659
 MH0659  HORZ ORDER  -  FIRST
 MH0659
 MH0659.The horizontal coordinates were established by classical geodetic methods
 MH0659.and adjusted by the National Geodetic Survey in May 1999..
 MH0659
 MH0659.The orthometric height was scaled from a topographic map.
 MH0659
 MH0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0659
 MH0659.The geoid height was determined by GEOID03.
 MH0659
 MH0659;                    North         East     Units Scale Factor Converg.
 MH0659;SPC IA S     -   119,407.289   478,103.584   MT  0.99995077   -0 10 17.9
 MH0659;UTM  15      - 4,547,359.093   436,107.895   MT  0.99965024   -0 29 59.1
 MH0659
 MH0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0659!SPC IA S     -   0.99995093  x   0.99995077  =   0.99990170
 MH0659!UTM  15      -   0.99995093  x   0.99965024  =   0.99960118
 MH0659
 MH0659|---------------------------------------------------------------------|
 MH0659| PID    Reference Object                     Distance      Geod. Az  |
 MH0659|                                                           dddmmss.s |
 MH0659| CL9482 SPUR RM 1                            26.948 METERS 04928     |
 MH0659| MH0660 OSCEOLA MUNICIPAL TANK              APPROX. 4.5 KM 1881110.8 |
 MH0659| CL9481 SPUR AZ MK                                         2002705.3 |
 MH0659| CL9484 SPUR RM 3                            43.715 METERS 22650     |
 MH0659| CL9483 SPUR RM 2                            25.521 METERS 27556     |
 MH0659|---------------------------------------------------------------------|
 MH0659
 MH0659                          SUPERSEDED SURVEY CONTROL
 MH0659
 MH0659  NAD 83(1986)-  41 04 29.92619(N)    093 45 38.03176(W) AD(       ) 1
 MH0659  NAD 27      -  41 04 29.94320(N)    093 45 37.23610(W) AD(       ) 1
 MH0659
 MH0659.Superseded values are not recommended for survey control.
 MH0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0659.See file dsdata.txt to determine how the superseded data were derived.
 MH0659
 MH0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF3610847359(NAD 83)
 MH0659_MARKER: DS = TRIANGULATION STATION DISK
 MH0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0659
 MH0659  HISTORY     - Date     Condition        Report By
 MH0659  HISTORY     - 1958     MONUMENTED       CGS
 MH0659
 MH0659                          STATION DESCRIPTION
 MH0659
 MH0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MH0659'THE STATION IS ABOUT 3 MILES NORTH OF OSCEOLA, IN THE SOUTHEAST
 MH0659'1/4 OF THE SOUTHWEST 1/4 OF SECTION 32, T. 73 N., R. 25 W.,
 MH0659'ON LAND OWNED BY MRS. KATE MC GEE.  IT IS 146 FEET NORTHEAST
 MH0659'OF THE NORTHEAST CORNER OF A BRICK BUILDING, 44 FEET NORTHWEST
 MH0659'OF THE CENTERLINE OF U.S. HIGHWAY 69, 34 FEET SOUTHWEST
 MH0659'OF THE CENTERLINE OF A GRAVELED DRIVE AND 12 FEET NORTHWEST
 MH0659'OF A WHITE WITNESS POST.  THE MONUMENT IS 2 INCHES BELOW
 MH0659'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED SPUR 1958.
 MH0659'
 MH0659'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 MH0659'SQUARE IN OSCEOLA, GO NORTH OF HIGHWAY 69 FOR 2.15 MILES
 MH0659'TO THE AZIMUTH MARK ON THE RIGHT, EAST, SIDE OF THE HIGHWAY.
 MH0659'CONTINUE NORTHERLY ON HIGHWAY 69 FOR 0.6 MILE TO THE STATION
 MH0659'ON THE LEFT, WEST, SIDE OF THE HIGHWAY.
 MH0659'
 MH0659'REFERENCE MARK 1 IF 84 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MH0659'OF A TOOL SHED, 55 FEET NORTHEAST OF THE CENTERLINE OF A
 MH0659'GRAVELED DRIVE AND 36 FEET NORTHWEST OF THE CENTERLINE OF
 MH0659'HIGHWAY 69.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 MH0659'SPUR NO 1 1958.
 MH0659'
 MH0659'REFERENCE MARK 2 IS 76 FEET NORTH OF A WATER PUMP, 17 FEET
 MH0659'NORTHEAST OF A 10 INCH CEDAR TREE AND 1 FOOT SOUTH OF A FENCE.
 MH0659'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SPUR NO 2
 MH0659'1958.
 MH0659'
 MH0659'REFERENCE MARK 3 IS 56 FEET NORTHWEST OF THE CENTERLINE
 MH0659'OF HIGHWAY 69 AND 2 FEET NORTH OF THE NORTHEAST CORNER OF
 MH0659'THE BRICK BUILDING.  THE MONUMENT IS FLUSH AND THE DISK
 MH0659'IS STAMPED SPUR NO 3 1958.
 MH0659'
 MH0659'THE AZIMUTH MARK IS 125 FEET NORTHEAST OF THE NORTHEAST
 MH0659'CORNER OF THE OSCEOLA MUNICIPAL AIRPORT RUNWAY, 32 FEET
 MH0659'EAST OF THE CENTERLINE OF HIGHWAY 69, 26 FEET WEST OF THE
 MH0659'WEST RAIL OF A RAILROAD TRACK AND 2 FEET NORTH OF A WHITE
 MH0659'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 MH0659'SPUR 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8320 ***********************************************************************
 AJ8320  SACS        -  This is a Secondary Airport Control Station.
 AJ8320  DESIGNATION -  SPW A 2001
 AJ8320  PID         -  AJ8320
 AJ8320  STATE/COUNTY-  IA/CLAY
 AJ8320  USGS QUAD   -  SPENCER (1982)
 AJ8320
 AJ8320                         *CURRENT SURVEY CONTROL
 AJ8320  ___________________________________________________________________
 AJ8320* NAD 83(1996)-  43 10 04.37207(N)    095 12 31.76949(W)     ADJUSTED  
 AJ8320* NAVD 88     -       407.67   (meters)    1337.5    (feet)  GPS OBS   
 AJ8320  ___________________________________________________________________
 AJ8320  X           -    -423,016.329 (meters)                     COMP
 AJ8320  Y           -  -4,640,248.500 (meters)                     COMP
 AJ8320  Z           -   4,341,382.751 (meters)                     COMP
 AJ8320  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 AJ8320  ELLIP HEIGHT-         379.20  (meters)          (06/15/04) GPS OBS
 AJ8320  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AJ8320
 AJ8320  HORZ ORDER  -  FIRST
 AJ8320  ELLP ORDER  -  FOURTH    CLASS I
 AJ8320
 AJ8320.This mark is at Spencer Municipal Airport (SPW)
 AJ8320
 AJ8320.The horizontal coordinates were established by GPS observations
 AJ8320.and adjusted by the National Geodetic Survey in November 2002..
 AJ8320
 AJ8320.The orthometric height was determined by GPS observations and a
 AJ8320.high-resolution geoid model.
 AJ8320
 AJ8320.GPS derived orthometric heights for airport stations designated as
 AJ8320.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8320.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8320.not indicate centimeter accuracy relative to other marks which are
 AJ8320.part of the NAVD 88 network.
 AJ8320
 AJ8320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8320
 AJ8320.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8320
 AJ8320.The ellipsoidal height was determined by GPS observations
 AJ8320.and is referenced to NAD 83.
 AJ8320
 AJ8320.The geoid height was determined by GEOID03.
 AJ8320
 AJ8320;                    North         East     Units Scale Factor Converg.
 AJ8320;SPC IA N     - 1,186,671.709 1,361,052.486   MT  0.99998345   -1 09 29.3
 AJ8320;UTM  15      - 4,781,826.351   320,450.344   MT  0.99999659   -1 30 41.6
 AJ8320
 AJ8320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8320!SPC IA N     -   0.99994054  x   0.99998345  =   0.99992399
 AJ8320!UTM  15      -   0.99994054  x   0.99999659  =   0.99993713
 AJ8320
 AJ8320                          SUPERSEDED SURVEY CONTROL
 AJ8320
 AJ8320  ELLIP H (11/27/02)  379.21   (m)                       GP(       ) 4 1
 AJ8320  NAD 83(1996)-  43 10 04.37183(N)    095 12 31.76961(W) AD(       ) 1
 AJ8320  ELLIP H (03/18/02)  379.21   (m)                       GP(       ) 4 1
 AJ8320
 AJ8320.Superseded values are not recommended for survey control.
 AJ8320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8320.See file dsdata.txt to determine how the superseded data were derived.
 AJ8320
 AJ8320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2045081826(NAD 83)
 AJ8320_MARKER: DD = SURVEY DISK
 AJ8320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8320_STAMPING: SPW A 2001
 AJ8320_MARK LOGO: NGS   
 AJ8320_PROJECTION: FLUSH
 AJ8320_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8320+STABILITY: SURFACE MOTION
 AJ8320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8320+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2000
 AJ8320
 AJ8320  HISTORY     - Date     Condition        Report By
 AJ8320  HISTORY     - 20001218 MONUMENTED       WOOLPT
 AJ8320
 AJ8320                          STATION DESCRIPTION
 AJ8320
 AJ8320'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (BJM)
 AJ8320'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) NORTHWEST OF SPENCER,
 AJ8320'AT THE SPENCER MUNICIPAL AIRPORT. OWNERSHIP--CITY OF SPENCER,
 AJ8320'SPENCER, IA 51301, PHONE (712) 262-7734. AIRPORT MANAGER IS GAIL
 AJ8320'BRANDT. CONTACT THE AIRPORT MANAGER AT LEAST SEVEN DAYS IN
 AJ8320'ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
 AJ8320' 
 AJ8320'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 18 AND 71
 AJ8320'ON THE SOUTH SIDE OF SPENCER, GO NORTH ON US HIGHWAYS 71 AND 18
 AJ8320'FOR 1.6 KM (1.00 MI) TO THE INTERSECTION OF 4TH STREET.  TURN LEFT,
 AJ8320'WEST, ON 4TH STREET AND GO 3.85 KM (2.40 MI) TO A PAVED ROAD RIGHT
 AJ8320'(COUNTY ROAD 44). TURN RIGHT, NORTH, FOR 3.05 KM (1.90 MI) TO THE
 AJ8320'INTERSECTION OF A PAVED ROAD.  TURN LEFT, WEST, AND GO 0.65 KM (0.40
 AJ8320'MI) TO THE SECOND ONE OF TWO AIRPORT ENTRANCE ROADS ON THE LEFT.
 AJ8320'TURN LEFT, SOUTH, ON THE AIRPORT ENTRANCE ROAD FOR 0.16 KM (0.10 MI)
 AJ8320'TO A GATE AT THE BEACON TOWER.  CONTINUE AHEAD THROUGH THE GATE
 AJ8320'AND ONTO THE TERMINAL RAMP. TURN RIGHT AND PROCEED WESTERLY
 AJ8320'0.55 MI, CROSSING RUNWAY 18-36, TO THE JUNCTION OF A TAXIWAY ON THE
 AJ8320'LEFT, PAST A BEND IN THE TAXIWAY. TURN LEFT AND PROCEED
 AJ8320'SOUTHWESTERLY 0.05 MI ALONG THE TAXIWAY TO THE JUNCTION OF
 AJ8320'RUNWAY 12-30. TURN LEFT AND PROCEED SOUTHEAST 0.05 MI ALONG THE
 AJ8320'RUNWAY TO THE STATION ON THE RIGHT, PAST THE GLIDE SLOPE SHACK.
 AJ8320' 
 AJ8320'THE STATION IS LOCATED 70.34 M ON AN AZIMUTH OF 120 DEGREES FROM
 AJ8320'THE EAST CORNER OF THE GLIDE SLOPE SHACK, 65.11 M ON AN AZIMUTH OF
 AJ8320'210 DEGREES FROM THE EDGE OF PAVEMENT OF RUNWAY 12-30, AND 20.85
 AJ8320'M ON AN AZIMUTH OF 30 DEGREES FROM THE EDGE OF A CULTIVATED FIELD.
 AJ8320'THE STATION IS A STANDARD NGS HORIZONTAL STATION CONTROL DISK
 AJ8320'STAMPED-- SPW A 2000-- SET IN THE TOP  OF A 0.3 M DIAMETER ROUND
 AJ8320'CONCRETE MONUMENT 1.2 M IN DEPTH WITH AN IMBEDDED IRON ROD AND
 AJ8320'IS SET FLUSH WITH THE GROUND. THIS STATION IS DESIGNATED AS A
 AJ8320'SECONDARY AIRPORT CONTROL STATION.
 AJ8320' 
 AJ8320'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0520 ***********************************************************************
 LD0520  DESIGNATION -  SS 125
 LD0520  PID         -  LD0520
 LD0520  STATE/COUNTY-  IA/DES MOINES
 LD0520  USGS QUAD   -  DANVILLE (1981)
 LD0520
 LD0520                         *CURRENT SURVEY CONTROL
 LD0520  ___________________________________________________________________
 LD0520* NAD 83(1986)-  40 51 22.     (N)    091 18 53.     (W)     SCALED    
 LD0520* NAVD 88     -       219.305  (meters)     719.50   (feet)  ADJUSTED  
 LD0520  ___________________________________________________________________
 LD0520  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LD0520  DYNAMIC HT  -         219.203 (meters)     719.17  (feet)  COMP
 LD0520  MODELED GRAV-     980,156.5   (mgal)                       NAVD 88
 LD0520
 LD0520  VERT ORDER  -  SECOND    CLASS 0
 LD0520
 LD0520.The horizontal coordinates were scaled from a topographic map and have
 LD0520.an estimated accuracy of +/- 6 seconds.
 LD0520
 LD0520.The orthometric height was determined by differential leveling
 LD0520.and adjusted by the National Geodetic Survey in June 1991..
 LD0520
 LD0520.The geoid height was determined by GEOID03.
 LD0520
 LD0520.The dynamic height is computed by dividing the NAVD 88
 LD0520.geopotential number by the normal gravity value computed on the
 LD0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0520.degrees latitude (g = 980.6199 gals.).
 LD0520
 LD0520.The modeled gravity was interpolated from observed gravity values.
 LD0520
 LD0520;                    North         East    Units  Estimated Accuracy
 LD0520;SPC IA S     -    97,380.      684,230.      MT  (+/- 180 meters Scaled)
 LD0520
 LD0520                          SUPERSEDED SURVEY CONTROL
 LD0520
 LD0520  NGVD 29 (??/??/92)  219.353  (m)          719.66   (f) ADJ UNCH    2 0
 LD0520
 LD0520.Superseded values are not recommended for survey control.
 LD0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0520.See file dsdata.txt to determine how the superseded data were derived.
 LD0520
 LD0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF420241(NAD 83)
 LD0520_MARKER: DB = BENCH MARK DISK
 LD0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0520_STAMPING: SS 125 1935
 LD0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0520+STABILITY: SURFACE MOTION
 LD0520
 LD0520  HISTORY     - Date     Condition        Report By
 LD0520  HISTORY     - 1935     MONUMENTED       CGS
 LD0520  HISTORY     - 19930211 MARK NOT FOUND   LOCENG
 LD0520
 LD0520                          STATION DESCRIPTION
 LD0520
 LD0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0520'AT DANVILLE.
 LD0520'AT DANVILLE, DES MOINES COUNTY, ON THE CHICAGO, BURLINGTON AND
 LD0520'QUINCY RAILROAD, 0.7 MILE SOUTH OF THE STATION, NORTHEAST OF A
 LD0520'CROSSROADS, AT THE F. HORMAN RESIDENCE, 24 FEET EAST OF THE SOUTHEAST
 LD0520'CORNER OF THE HOUSE, AND 22 INCHES EAST OF A WALK.  A STATE
 LD0520'SURVEY STANDARD DISK, STAMPED SS 125 1935 AND SET IN THE TOP OF A
 LD0520'CONCRETE POST.
 LD0520
 LD0520                          STATION RECOVERY (1993)
 LD0520
 LD0520'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 LD0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0932 ***********************************************************************
 LF0932  DESIGNATION -  SS 158
 LF0932  PID         -  LF0932
 LF0932  STATE/COUNTY-  IA/FREMONT
 LF0932  USGS QUAD   -  TABOR (1957)
 LF0932
 LF0932                         *CURRENT SURVEY CONTROL
 LF0932  ___________________________________________________________________
 LF0932* NAD 83(1986)-  40 53 04.     (N)    095 44 48.     (W)     SCALED    
 LF0932* NAVD 88     -       299.606  (meters)     982.96   (feet)  ADJUSTED  
 LF0932  ___________________________________________________________________
 LF0932  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 LF0932  DYNAMIC HT  -         299.468 (meters)     982.50  (feet)  COMP
 LF0932  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 LF0932
 LF0932  VERT ORDER  -  SECOND    CLASS 0
 LF0932
 LF0932.The horizontal coordinates were scaled from a topographic map and have
 LF0932.an estimated accuracy of +/- 6 seconds.
 LF0932
 LF0932.The orthometric height was determined by differential leveling
 LF0932.and adjusted by the National Geodetic Survey in June 1991..
 LF0932
 LF0932.The geoid height was determined by GEOID03.
 LF0932
 LF0932.The dynamic height is computed by dividing the NAVD 88
 LF0932.geopotential number by the normal gravity value computed on the
 LF0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0932.degrees latitude (g = 980.6199 gals.).
 LF0932
 LF0932.The modeled gravity was interpolated from observed gravity values.
 LF0932
 LF0932;                    North         East    Units  Estimated Accuracy
 LF0932;SPC IA S     -   100,660.      310,670.      MT  (+/- 180 meters Scaled)
 LF0932
 LF0932                          SUPERSEDED SURVEY CONTROL
 LF0932
 LF0932  NGVD 29 (??/??/92)  299.519  (m)          982.67   (f) ADJ UNCH    2 0
 LF0932
 LF0932.Superseded values are not recommended for survey control.
 LF0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0932.See file dsdata.txt to determine how the superseded data were derived.
 LF0932
 LF0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF685295(NAD 83)
 LF0932_MARKER: DB = BENCH MARK DISK
 LF0932_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0932_SP_SET: BRIDGE ABUTMENT
 LF0932_STAMPING: SS 158 1949
 LF0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0932
 LF0932  HISTORY     - Date     Condition        Report By
 LF0932  HISTORY     - 1949     MONUMENTED       CGS
 LF0932  HISTORY     - 1950     GOOD             NGS
 LF0932  HISTORY     - 1950     GOOD             NGS
 LF0932
 LF0932                          STATION DESCRIPTION
 LF0932
 LF0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF0932'2.8 MI SE FROM BARTLETT.
 LF0932'0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0932'RAILROAD FROM THE STATION AT BARTLETT, THENCE 1.95 MILES EAST
 LF0932'ALONG A GRAVELED ROAD, THENCE 0.7 MILE SOUTHEAST ALONG A GRAVELED
 LF0932'ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 LF0932'CONCRETE ABUTMENT OF A STEEL BRIDGE OVER WAUBONSIE DITCH, 12
 LF0932'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 4.4 FEET NORTHWEST
 LF0932'OF THE SOUTHEAST END OF THE ABUTMENT AND 36 1/2 INCHES ABOVE
 LF0932'THE BRIDGE FLOOR.
 LF0932
 LF0932                          STATION RECOVERY (1950)
 LF0932
 LF0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1013 ***********************************************************************
 OO1013  DESIGNATION -  ST ANSGAR
 OO1013  PID         -  OO1013
 OO1013  STATE/COUNTY-  IA/MITCHELL
 OO1013  USGS QUAD   -  ST ANSGAR (1972)
 OO1013
 OO1013                         *CURRENT SURVEY CONTROL
 OO1013  ___________________________________________________________________
 OO1013* NAD 83(1996)-  43 22 44.42971(N)    092 54 48.81929(W)     ADJUSTED  
 OO1013* NAVD 88     -       361.5    (meters)    1186.     (feet)  VERTCON   
 OO1013  ___________________________________________________________________
 OO1013  LAPLACE CORR-          -9.70  (seconds)                    DEFLEC99
 OO1013  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 OO1013
 OO1013  HORZ ORDER  -  FIRST
 OO1013
 OO1013.The horizontal coordinates were established by classical geodetic methods
 OO1013.and adjusted by the National Geodetic Survey in May 1999..
 OO1013
 OO1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1013
 OO1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1013
 OO1013.The geoid height was determined by GEOID03.
 OO1013
 OO1013;                    North         East     Units Scale Factor Converg.
 OO1013;SPC IA N     - 1,208,888.050 1,547,524.534   MT  1.00002246   +0 23 50.8
 OO1013;UTM  15      - 4,802,908.045   507,002.048   MT  0.99960060   +0 03 33.7
 OO1013
 OO1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1013!SPC IA N     -   0.99994793  x   1.00002246  =   0.99997039
 OO1013!UTM  15      -   0.99994793  x   0.99960060  =   0.99954855
 OO1013
 OO1013|---------------------------------------------------------------------|
 OO1013| PID    Reference Object                     Distance      Geod. Az  |
 OO1013|                                                           dddmmss.s |
 OO1013| CI7194 ST ANSGAR RM 2                       20.922 METERS 06455     |
 OO1013| OO1012 ST ANSGAR MUN TANK                   24.184 METERS 07912     |
 OO1013| OO1009 ST ANSGAR TV STA KGLO MAST          APPROX. 6.6 KM 0963904.1 |
 OO1013| OO1006 SCHMIDT                             APPROX. 8.9 KM 1093705.6 |
 OO1013| OO1007 OSAGE N MUN TANK                    APPROX.13.5 KM 1415553.3 |
 OO1013| OO1128 GRAFTON MUN TANK                    APPROX.13.9 KM 2463228.5 |
 OO1013| CI7193 ST ANSGAR RM 1                       52.107 METERS 33700     |
 OO1013| OO1039 LYLE MUN TANK                       APPROX.14.5 KM 3500319.6 |
 OO1013|---------------------------------------------------------------------|
 OO1013
 OO1013                          SUPERSEDED SURVEY CONTROL
 OO1013
 OO1013  NAD 83(1996)-  43 22 44.42971(N)    092 54 48.81929(W) AD(       ) 1
 OO1013  NAD 83(1986)-  43 22 44.42125(N)    092 54 48.81603(W) AD(       ) 1
 OO1013  NAD 27      -  43 22 44.54612(N)    092 54 48.12894(W) AD(       ) 1
 OO1013  NGVD 29 (07/19/86)  361.5    (m)         1186.     (f) VERT ANG       
 OO1013
 OO1013.Superseded values are not recommended for survey control.
 OO1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1013.See file dsdata.txt to determine how the superseded data were derived.
 OO1013
 OO1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0700202908(NAD 83)
 OO1013_MARKER: DS = TRIANGULATION STATION DISK
 OO1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1013_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1013
 OO1013  HISTORY     - Date     Condition        Report By
 OO1013  HISTORY     - 1971     MONUMENTED       NGS
 OO1013
 OO1013                          STATION DESCRIPTION
 OO1013
 OO1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1013'THE STATION IS LOCATED IN ST. ANSGAR AT THE SITE OF THE ST.
 OO1013'ANSGAR MUNICIPAL WATER TANK.
 OO1013'
 OO1013'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 218 AND
 OO1013'STATE HIGHWAY 105 IN ST. ANSGAR, GO EAST ON U.S. HIGHWAY 218
 OO1013'(EAST 4TH STREET) FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT,
 OO1013'GO NORTH ON PLEASANT STREET FOR ABOUT 200 FEET TO THE STATION
 OO1013'ON THE RIGHT.
 OO1013'
 OO1013'STATION MARKS ARE STANDARD DISKS STAMPED ST ANSGAR 1971.  THE
 OO1013'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1013'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 61.5 FEET WEST
 OO1013'OF THE SOUTHWEST LEG OF THE WATER TANK, 48 FEET EAST OF THE
 OO1013'CENTER OF PLEASANT STREET, 41 FEET NORTH-NORTHEAST OF THE
 OO1013'NORTHWEST CORNER OF A GARAGE AND 22 FEET NORTHEAST OF THE SOUTH
 OO1013'1 OF 3 CEDAR TREES.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 OO1013'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 OO1013'SURFACE.
 OO1013'
 OO1013'REFERENCE MARK 1, A STANDARD DISK STAMPED ST ANSGAR NO 1 1971,
 OO1013'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1013'FLUSH WITH THE GROUND SURFACE.  IT IS 52 FEET SOUTHEAST OF
 OO1013'POWER LINE POLE NUMBER 5-30, 34 FEET SOUTH OF THE CENTER OF
 OO1013'EAST THIRD STREET, 18 FEET WEST OF THE CENTER OF PLEASANT STREET
 OO1013'AND 11 FEET EAST OF A 24-INCH ELM TREE.
 OO1013'
 OO1013'REFERENCE MARK 2, A STANDARD DISK STAMPED ST ANSGAR NO 2 1971,
 OO1013'IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST CONCRETE FOUNDATION
 OO1013'FOR THE NORTHWEST LEG OF THE WATER TANK.
 OO1013'
 OO1013'NOTE--NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OO1013'
 OO1013'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1012 ***********************************************************************
 OO1012  DESIGNATION -  ST ANSGAR MUN TANK
 OO1012  PID         -  OO1012
 OO1012  STATE/COUNTY-  IA/MITCHELL
 OO1012  USGS QUAD   -  ST ANSGAR (1972)
 OO1012
 OO1012                         *CURRENT SURVEY CONTROL
 OO1012  ___________________________________________________________________
 OO1012* NAD 83(1996)-  43 22 44.57652(N)    092 54 47.76396(W)     ADJUSTED  
 OO1012* NAVD 88     -       389.     (meters)    1276.     (feet)  VERTCON   
 OO1012  ___________________________________________________________________
 OO1012  LAPLACE CORR-          -9.69  (seconds)                    DEFLEC99
 OO1012  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 OO1012
 OO1012  HORZ ORDER  -  THIRD
 OO1012
 OO1012.The horizontal coordinates were established by classical geodetic methods
 OO1012.and adjusted by the National Geodetic Survey in May 1999..
 OO1012
 OO1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1012
 OO1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1012
 OO1012.The geoid height was determined by GEOID03.
 OO1012
 OO1012;                    North         East     Units Scale Factor Converg.
 OO1012;SPC IA N     - 1,208,892.746 1,547,548.259   MT  1.00002247   +0 23 51.6
 OO1012;UTM  15      - 4,802,912.598   507,025.790   MT  0.99960061   +0 03 34.5
 OO1012
 OO1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1012!SPC IA N     -   0.99994362  x   1.00002247  =   0.99996609
 OO1012!UTM  15      -   0.99994362  x   0.99960061  =   0.99954425
 OO1012
 OO1012                          SUPERSEDED SURVEY CONTROL
 OO1012
 OO1012  NAD 83(1996)-  43 22 44.57652(N)    092 54 47.76395(W) AD(       ) 4
 OO1012  NAD 83(1986)-  43 22 44.56805(N)    092 54 47.76076(W) AD(       ) 4
 OO1012  NAD 27      -  43 22 44.69295(N)    092 54 47.07370(W) AD(       ) 3
 OO1012  NGVD 29 (07/19/86)  389.     (m)         1276.     (f) VERT ANG       
 OO1012
 OO1012.Superseded values are not recommended for survey control.
 OO1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1012.See file dsdata.txt to determine how the superseded data were derived.
 OO1012
 OO1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0702602913(NAD 83)
 OO1012_MARKER: 53 = ELEVATED TANK
 OO1012
 OO1012  HISTORY     - Date     Condition        Report By
 OO1012  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1012
 OO1012                          STATION DESCRIPTION
 OO1012
 OO1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1012'THE SAINT ANSGAR MUNICIPAL WATER TANK IS LOCATED IN THE TOWN
 OO1012'OF SAINT ANSGAR, 200 FEET NORTH OF U.S. HIGHWAY 218, AT THE
 OO1012'SITE OF TRIANGULATION STATION ST ANSGAR, IN SECTION 24, T 99
 OO1012'N, R 18 W.
 OO1012'
 OO1012'THE TANK IS SILVER, WITH A RED CONICAL ROOF, HEMISPHERICAL BOTTOM
 OO1012'WITH FOUR CHANNEL-LACED LEGS, 115 FEET HIGH WITH A BALL AT
 OO1012'THE APEX, AND THE LEGEND ST ANSGAR PAINTED ON THE SIDE IN
 OO1012'BLACK LETTERS.
 OO1012'
 OO1012'THE POINT INTERSECTED WAS THE BALL ON TOP.
 OO1012'
 OO1012'THE TANK IS LOCATED EAST OF STATION ST ANSGAR, THE DISTANCE
 OO1012'BEING 79.34 FEET AND (24.183) METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1009 ***********************************************************************
 OO1009  DESIGNATION -  ST ANSGAR TV STA KGLO MAST
 OO1009  PID         -  OO1009
 OO1009  STATE/COUNTY-  IA/MITCHELL
 OO1009  USGS QUAD   -  OSAGE (1972)
 OO1009
 OO1009                         *CURRENT SURVEY CONTROL
 OO1009  ___________________________________________________________________
 OO1009* NAD 83(1996)-  43 22 19.73284(N)    092 49 59.68554(W)     ADJUSTED  
 OO1009* NAVD 88     -       835.     (meters)    2739.     (feet)  VERTCON   
 OO1009  ___________________________________________________________________
 OO1009  LAPLACE CORR-          -7.74  (seconds)                    DEFLEC99
 OO1009  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 OO1009
 OO1009  HORZ ORDER  -  THIRD
 OO1009
 OO1009.The horizontal coordinates were established by classical geodetic methods
 OO1009.and adjusted by the National Geodetic Survey in May 1999..
 OO1009
 OO1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1009
 OO1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1009
 OO1009.The geoid height was determined by GEOID03.
 OO1009
 OO1009;                    North         East     Units Scale Factor Converg.
 OO1009;SPC IA N     - 1,208,174.126 1,554,039.074   MT  1.00002098   +0 27 06.8
 OO1009;UTM  15      - 4,802,156.049   513,509.530   MT  0.99960224   +0 06 52.3
 OO1009
 OO1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1009!SPC IA N     -   0.99987374  x   1.00002098  =   0.99989472
 OO1009!UTM  15      -   0.99987374  x   0.99960224  =   0.99947603
 OO1009
 OO1009                          SUPERSEDED SURVEY CONTROL
 OO1009
 OO1009  NAD 83(1996)-  43 22 19.73285(N)    092 49 59.68554(W) AD(       ) 4
 OO1009  NAD 83(1986)-  43 22 19.72449(N)    092 49 59.68274(W) AD(       ) 4
 OO1009  NAD 27      -  43 22 19.84799(N)    092 49 59.00384(W) AD(       ) 3
 OO1009  NGVD 29 (07/19/86)  835.     (m)         2739.     (f) VERT ANG       
 OO1009
 OO1009.Superseded values are not recommended for survey control.
 OO1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1009.See file dsdata.txt to determine how the superseded data were derived.
 OO1009
 OO1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1351002156(NAD 83)
 OO1009_MARKER: 42 = RADIO/TV MAST
 OO1009
 OO1009  HISTORY     - Date     Condition        Report By
 OO1009  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1009
 OO1009                          STATION DESCRIPTION
 OO1009
 OO1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1009'THE SAINT ANSGAR MASON CITY KGLO TELEVISION MAST, CHANNEL 3,
 OO1009'IS LOCATED 4-1/2 MILES EAST OF SAINT ANSGAR, 0.4 MILE SOUTH
 OO1009'OF U.S. HIGHWAY 218 IN THE SOUTHEAST CORNER OF SECTION 22, T
 OO1009'99 N, R 17 W.
 OO1009'
 OO1009'TO REACH THE MAST FROM THE ELEVATOR IN SAINT ANSGAR, GO EAST
 OO1009'ON U.S. HIGHWAY 218 FOR 4.5 MILES TO A CROSSROAD.  TURN LEFT
 OO1009'AND GO SOUTH ON A DIRT ROAD FOR 0.5 MILE TO A CROSSROAD.  TURN
 OO1009'RIGHT AND GO WEST ON A DIRT ROAD FOR 0.1 MILE TO A DRIVEWAY
 OO1009'ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO THE
 OO1009'MAST IN A PASTURE AREA.
 OO1009'
 OO1009'THE MAST IS A THREE-LEGGED, SINGLE COLUMN, GUYED STRUCTURE,
 OO1009'PAINTED ALTERNATE RED AND WHITE, WITH A VERTICALLY MOUNTED
 OO1009'RECTANGULAR BOX ANTENNA AT THE TOP, WITH A RED LIGHT AT THE
 OO1009'APEX.  IT IS 1525 FEET HIGH.
 OO1009'
 OO1009'THE POINT INTERSECTED WAS THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0889 ***********************************************************************
 NJ0889  DESIGNATION -  ST CATHERINE CH SPIRE
 NJ0889  PID         -  NJ0889
 NJ0889  STATE/COUNTY-  IA/DUBUQUE
 NJ0889  USGS QUAD   -  MENOMINEE (1978)
 NJ0889
 NJ0889                         *CURRENT SURVEY CONTROL
 NJ0889  ___________________________________________________________________
 NJ0889* NAD 83(1996)-  42 24 21.19750(N)    090 35 31.06903(W)     ADJUSTED  
 NJ0889* NAVD 88     -       339.     (meters)    1112.     (feet)  SCALED    
 NJ0889  ___________________________________________________________________
 NJ0889  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 NJ0889  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 NJ0889
 NJ0889  HORZ ORDER  -  THIRD
 NJ0889
 NJ0889.The horizontal coordinates were established by classical geodetic methods
 NJ0889.and adjusted by the National Geodetic Survey in May 1999..
 NJ0889
 NJ0889.The orthometric height was scaled from a topographic map.
 NJ0889
 NJ0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0889
 NJ0889.The geoid height was determined by GEOID03.
 NJ0889
 NJ0889;                    North         East     Units Scale Factor Converg.
 NJ0889;SPC IA N     - 1,104,739.333 1,739,338.062   MT  0.99995575   +1 58 15.3
 NJ0889;SPC IL W     -   637,252.490   664,990.662   MT  0.99995625   -0 17 12.5
 NJ0889;SPC IL W     - 2,090,719.21  2,181,723.53   sFT  0.99995625   -0 17 12.5
 NJ0889;UTM  15      - 4,697,652.221   698,160.861   MT  1.00008316   +1 37 28.0
 NJ0889
 NJ0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0889!SPC IA N     -   0.99995194  x   0.99995575  =   0.99990769
 NJ0889!SPC IL W     -   0.99995194  x   0.99995625  =   0.99990819
 NJ0889!UTM  15      -   0.99995194  x   1.00008316  =   1.00003510
 NJ0889
 NJ0889                          SUPERSEDED SURVEY CONTROL
 NJ0889
 NJ0889  NAD 83(1996)-  42 24 21.19716(N)    090 35 31.06850(W) AD(       ) 4
 NJ0889  NAD 83(1996)-  42 24 21.20018(N)    090 35 31.06533(W) AD(       ) 4
 NJ0889  NAD 83(1986)-  42 24 21.19933(N)    090 35 31.06570(W) AD(       ) 4
 NJ0889  NAD 27      -  42 24 21.16800(N)    090 35 30.60400(W) AD(       ) 3
 NJ0889
 NJ0889.Superseded values are not recommended for survey control.
 NJ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0889.See file dsdata.txt to determine how the superseded data were derived.
 NJ0889
 NJ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG9816197652(NAD 83)
 NJ0889_MARKER: 90 = CHURCH SPIRE
 NJ0889
 NJ0889  HISTORY     - Date     Condition        Report By
 NJ0889  HISTORY     - 1931     FIRST OBSERVED   CGS
 NJ0889  HISTORY     - 1957     GOOD             CGS
 NJ0889  HISTORY     - 1960     GOOD             USGS
 NJ0889  HISTORY     - 20060730 GOOD             GEOCAC
 NJ0889
 NJ0889                          STATION DESCRIPTION
 NJ0889
 NJ0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 NJ0889'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 NJ0889'
 NJ0889'THIS IS AN INTERSECTION STATION.
 NJ0889
 NJ0889                          STATION RECOVERY (1960)
 NJ0889
 NJ0889'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 NJ0889'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NJ0889
 NJ0889                          STATION RECOVERY (2006)
 NJ0889
 NJ0889'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0889'RED BRICK CHURCH WITH WOODEN SPIRE AND TOPPED WITH A METAL CROSS.
 NJ0889'CORNERSTONE READS 'ST. CATHARINA. 1887.'
 NJ0889' 
 NJ0889'LOCATED ON THE CORNER OF ST. CATHERINE RD. AND RIDGEVIEW DR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0760 ***********************************************************************
 NJ0760  DESIGNATION -  ST FRANCIS CATH CH SPIRE
 NJ0760  PID         -  NJ0760
 NJ0760  STATE/COUNTY-  IA/DUBUQUE
 NJ0760  USGS QUAD   -  DYERSVILLE WEST (1965)
 NJ0760
 NJ0760                         *CURRENT SURVEY CONTROL
 NJ0760  ___________________________________________________________________
 NJ0760* NAD 83(1996)-  42 29 03.75287(N)    091 07 33.62245(W)     ADJUSTED  
 NJ0760* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 NJ0760  ___________________________________________________________________
 NJ0760  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 NJ0760  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 NJ0760
 NJ0760  HORZ ORDER  -  THIRD
 NJ0760
 NJ0760.The horizontal coordinates were established by classical geodetic methods
 NJ0760.and adjusted by the National Geodetic Survey in May 1999..
 NJ0760
 NJ0760.The orthometric height was scaled from a topographic map.
 NJ0760
 NJ0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0760
 NJ0760.The geoid height was determined by GEOID03.
 NJ0760
 NJ0760;                    North         East     Units Scale Factor Converg.
 NJ0760;SPC IA N     - 1,112,080.895 1,695,153.196   MT  0.99995046   +1 36 32.3
 NJ0760;UTM  15      - 4,705,259.673   654,019.608   MT  0.99989187   +1 15 57.3
 NJ0760
 NJ0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0760!SPC IA N     -   0.99995322  x   0.99995046  =   0.99990368
 NJ0760!UTM  15      -   0.99995322  x   0.99989187  =   0.99984510
 NJ0760
 NJ0760                          SUPERSEDED SURVEY CONTROL
 NJ0760
 NJ0760  NAD 83(1996)-  42 29 03.75313(N)    091 07 33.62146(W) AD(       ) 4
 NJ0760  NAD 83(1996)-  42 29 03.75186(N)    091 07 33.58446(W) AD(       ) 4
 NJ0760  NAD 83(1986)-  42 29 03.75199(N)    091 07 33.58441(W) AD(       ) 4
 NJ0760  NAD 27      -  42 29 03.77603(N)    091 07 33.24739(W) AD(       ) 3
 NJ0760
 NJ0760.Superseded values are not recommended for survey control.
 NJ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0760.See file dsdata.txt to determine how the superseded data were derived.
 NJ0760
 NJ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5402005260(NAD 83)
 NJ0760_MARKER: 90 = CHURCH SPIRE
 NJ0760
 NJ0760  HISTORY     - Date     Condition        Report By
 NJ0760  HISTORY     - 1960     FIRST OBSERVED   USGS
 NJ0760  HISTORY     - 20010331 GOOD             NGS
 NJ0760
 NJ0760                          STATION DESCRIPTION
 NJ0760
 NJ0760'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 NJ0760'ST. FRANCIS CATHOLIC CHURCH, N. SPIRE.
 NJ0760
 NJ0760                          STATION RECOVERY (2001)
 NJ0760
 NJ0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0760'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0513 ***********************************************************************
 NK0513  DESIGNATION -  ST JOHNS EVAN LUTH CH SPIRE
 NK0513  PID         -  NK0513
 NK0513  STATE/COUNTY-  IA/BREMER
 NK0513  USGS QUAD   -  BREMER (1971)
 NK0513
 NK0513                         *CURRENT SURVEY CONTROL
 NK0513  ___________________________________________________________________
 NK0513* NAD 83(1996)-  42 51 47.11072(N)    092 24 26.18426(W)     ADJUSTED  
 NK0513* NAVD 88     -                                                        
 NK0513  ___________________________________________________________________
 NK0513  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 NK0513  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 NK0513
 NK0513  HORZ ORDER  -  THIRD
 NK0513
 NK0513.The horizontal coordinates were established by classical geodetic methods
 NK0513.and adjusted by the National Geodetic Survey in May 1999..
 NK0513
 NK0513
 NK0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0513
 NK0513.The geoid height was determined by GEOID03.
 NK0513
 NK0513;                    North         East     Units Scale Factor Converg.
 NK0513;SPC IA N     - 1,151,985.055 1,589,292.717   MT  0.99995117   +0 44 26.1
 NK0513;UTM  15      - 4,745,781.318   548,419.364   MT  0.99962884   +0 24 11.6
 NK0513
 NK0513                          SUPERSEDED SURVEY CONTROL
 NK0513
 NK0513  NAD 83(1996)-  42 51 47.11064(N)    092 24 26.18412(W) AD(       ) 4
 NK0513  NAD 83(1986)-  42 51 47.10214(N)    092 24 26.18392(W) AD(       ) 4
 NK0513  NAD 27      -  42 51 47.16900(N)    092 24 25.51700(W) AD(       ) 3
 NK0513
 NK0513.Superseded values are not recommended for survey control.
 NK0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0513.See file dsdata.txt to determine how the superseded data were derived.
 NK0513
 NK0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4841945781(NAD 83)
 NK0513_MARKER: 90 = CHURCH SPIRE
 NK0513
 NK0513  HISTORY     - Date     Condition        Report By
 NK0513  HISTORY     - 1935     FIRST OBSERVED   CGS
 NK0513
 NK0513                          STATION DESCRIPTION
 NK0513
 NK0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NK0513'THIS STATION IS THE BASE OF THE CROSS ON THE TOP OF THE SPIRE
 NK0513'OF THE ST. JOHNS EVANGELICAL LUTHERAN CHURCH WHICH IS ABOUT
 NK0513'5 MILES W AND 1-1/4 MILES S OF FREDERICKA, ABOUT 6-1/2 MILES
 NK0513'E AND 1 MILE N OF PLAINFIELD, AND ABOUT 3.2 MILES N AND 1-1/2
 NK0513'MILES W OF STATION DETTMER, IN THE SE 1/4, SEC. 17, T 93 N,
 NK0513'R 13 W, IN DOUGLAS TOWNSHIP.  THE CHURCH IS IN THE NE ANGLE OF A
 NK0513'T-INTERSECTION.
 NK0513'
 NK0513'THE CHURCH WHICH WAS BUILT IN 1905, IS A WHITE WOODEN BUILDING
 NK0513'WITH A TOWER AND SPIRE AT THE CENTER OF THE FRONT (S) END.
 NK0513'THE TOWER IS SQUARE AND WHITE, ABOUT 45 FEET HIGH, AND AT THE
 NK0513'TOP HAS GABLES ON THE N AND S SIDES, AND LOUVERED WINDOWS ON
 NK0513'EACH SIDE JUST BELOW THE TOP.  THE SPIRE OCTAGONAL, ABOUT 25
 NK0513'FEET HIGH, IS COVERED WITH GREY ROOFING PAPER SHINGLES, WITH
 NK0513'WHITE METAL STRIPS DOWN EACH CORNER.  THE SPIRE IS SURMOUNTED
 NK0513'WITH A GOLD CROSS.
 NK0513'
 NK0513'THE SPIRE IS FAIRLY PROMINENT FROM THE SURROUNDING TERRITORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0547 ***********************************************************************
 NK0547  DESIGNATION -  ST JOHNS EVAN LUTH CH SPIRE
 NK0547  PID         -  NK0547
 NK0547  STATE/COUNTY-  IA/BENTON
 NK0547  USGS QUAD   -  VAN HORNE (1971)
 NK0547
 NK0547                         *CURRENT SURVEY CONTROL
 NK0547  ___________________________________________________________________
 NK0547* NAD 83(1996)-  42 01 17.40248(N)    092 00 36.21558(W)     ADJUSTED  
 NK0547* NAVD 88     -                                                        
 NK0547  ___________________________________________________________________
 NK0547  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 NK0547  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 NK0547
 NK0547  HORZ ORDER  -  THIRD
 NK0547
 NK0547.The horizontal coordinates were established by classical geodetic methods
 NK0547.and adjusted by the National Geodetic Survey in May 1999..
 NK0547
 NK0547
 NK0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0547
 NK0547.The geoid height was determined by GEOID03.
 NK0547
 NK0547;                    North         East     Units Scale Factor Converg.
 NK0547;SPC IA N     - 1,059,014.010 1,623,395.771   MT  1.00000851   +1 00 35.3
 NK0547;UTM  15      - 4,652,637.405   581,957.313   MT  0.99968265   +0 39 45.8
 NK0547
 NK0547                          SUPERSEDED SURVEY CONTROL
 NK0547
 NK0547  NAD 83(1986)-  42 01 17.40181(N)    092 00 36.21652(W) AD(       ) 4
 NK0547  NAD 27      -  42 01 17.40600(N)    092 00 35.55100(W) AD(       ) 3
 NK0547
 NK0547.Superseded values are not recommended for survey control.
 NK0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0547.See file dsdata.txt to determine how the superseded data were derived.
 NK0547
 NK0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG8195752637(NAD 83)
 NK0547_MARKER: 90 = CHURCH SPIRE
 NK0547
 NK0547  HISTORY     - Date     Condition        Report By
 NK0547  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0547  HISTORY     - 19980714 MARK NOT FOUND   USPSQD
 NK0547
 NK0547                          STATION DESCRIPTION
 NK0547
 NK0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0547'STATION IS THE BASE OF THE CROSS AT THE TIP OF THE SPIRE
 NK0547'SURMOUNTING THE BELFRY OF THE ST. JOHNS EVANGELICAL LUTHERAN
 NK0547'CHURCH.  THE CHURCH IS A WHITE FRAME BUILDING WITH A SQUARE
 NK0547'FRAME BELFRY OVER THE FRONT (E) CENTER OF THE BUILDING.
 NK0547'
 NK0547'THE SPIRE IS AN OCTAGONAL SLATE COVERED SPIRE WITH AN ORNATE
 NK0547'CROSS AT ITS TIP.  THE TOP OF THE SPIRE IS ABOUT 100 FEET
 NK0547'ABOVE THE GROUND AND IS QUITE PROMINENT.
 NK0547'
 NK0547'THE CHURCH IS AT THE SW CORNER OF A ROAD INTERSECTION WHICH
 NK0547'IS 4 MILES N AND 1 MILE E OF THE JUNCTION OF U.S. HIGHWAYS
 NK0547'30 AND 218.
 NK0547
 NK0547                          STATION RECOVERY (1998)
 NK0547
 NK0547'RECOVERY NOTE BY US POWER SQUADRON 1998
 NK0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0826 ***********************************************************************
 ON0826  DESIGNATION -  ST JOSEPHS CHURCH SPIRE
 ON0826  PID         -  ON0826
 ON0826  STATE/COUNTY-  IA/ALLAMAKEE
 ON0826  USGS QUAD   -  HARPERS FERRY (1983)
 ON0826
 ON0826                         *CURRENT SURVEY CONTROL
 ON0826  ___________________________________________________________________
 ON0826* NAD 83(1996)-  43 11 50.41865(N)    091 11 33.88767(W)     ADJUSTED  
 ON0826* NAVD 88     -                                                        
 ON0826  ___________________________________________________________________
 ON0826  LAPLACE CORR-          -7.30  (seconds)                    DEFLEC99
 ON0826  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 ON0826
 ON0826  HORZ ORDER  -  THIRD
 ON0826
 ON0826.The horizontal coordinates were established by classical geodetic methods
 ON0826.and adjusted by the National Geodetic Survey in May 1999..
 ON0826
 ON0826
 ON0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0826
 ON0826.The geoid height was determined by GEOID03.
 ON0826
 ON0826;                    North         East     Units Scale Factor Converg.
 ON0826;SPC IA N     - 1,191,098.813 1,687,506.960   MT  0.99998807   +1 33 49.4
 ON0826;SPC WI S     -   133,705.900   503,063.351   MT  0.99993885   -0 49 10.3
 ON0826;SPC WI S     -   438,666.77  1,650,467.01   sFT  0.99993885   -0 49 10.3
 ON0826;UTM  15      - 4,784,314.738   646,835.528   MT  0.99986523   +1 14 14.3
 ON0826
 ON0826                          SUPERSEDED SURVEY CONTROL
 ON0826
 ON0826  NAD 83(1996)-  43 11 50.41865(N)    091 11 33.88761(W) AD(       ) 4
 ON0826  NAD 83(1996)-  43 11 50.41202(N)    091 11 33.88547(W) AD(       ) 4
 ON0826  NAD 83(1986)-  43 11 50.41024(N)    091 11 33.88454(W) AD(       ) 4
 ON0826  NAD 27      -  43 11 50.47800(N)    091 11 33.42000(W) AD(       ) 3
 ON0826
 ON0826.Superseded values are not recommended for survey control.
 ON0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0826.See file dsdata.txt to determine how the superseded data were derived.
 ON0826
 ON0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4683684315(NAD 83)
 ON0826_MARKER: 90 = CHURCH SPIRE
 ON0826
 ON0826  HISTORY     - Date     Condition        Report By
 ON0826  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0826
 ON0826                          STATION DESCRIPTION
 ON0826
 ON0826'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0855 ***********************************************************************
 ON0855  DESIGNATION -  ST LUKES EVAN CH SPIRE
 ON0855  PID         -  ON0855
 ON0855  STATE/COUNTY-  IA/ALLAMAKEE
 ON0855  USGS QUAD   -  WAUKON NW (1968)
 ON0855
 ON0855                         *CURRENT SURVEY CONTROL
 ON0855  ___________________________________________________________________
 ON0855* NAD 83(1996)-  43 29 36.87076(N)    091 23 13.55390(W)     ADJUSTED  
 ON0855* NAVD 88     -                                                        
 ON0855  ___________________________________________________________________
 ON0855  LAPLACE CORR-          -8.04  (seconds)                    DEFLEC99
 ON0855  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 ON0855
 ON0855  HORZ ORDER  -  THIRD
 ON0855
 ON0855.The horizontal coordinates were established by classical geodetic methods
 ON0855.and adjusted by the National Geodetic Survey in May 1999..
 ON0855
 ON0855
 ON0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0855
 ON0855.The geoid height was determined by GEOID03.
 ON0855
 ON0855;                    North         East     Units Scale Factor Converg.
 ON0855;SPC IA N     - 1,223,587.897 1,670,893.233   MT  1.00004936   +1 25 55.2
 ON0855;SPC MN S     -   158,221.681 1,011,325.151   MT  1.00007536   +1 49 53.2
 ON0855;SPC WI S     -   166,855.255   487,816.798   MT  0.99993384   -0 57 11.1
 ON0855;SPC WI S     -   547,424.28  1,600,445.61   sFT  0.99993384   -0 57 11.1
 ON0855;UTM  15      - 4,816,891.377   630,408.714   MT  0.99980919   +1 06 37.0
 ON0855
 ON0855                          SUPERSEDED SURVEY CONTROL
 ON0855
 ON0855  NAD 83(1996)-  43 29 36.87076(N)    091 23 13.55390(W) AD(       ) 4
 ON0855  NAD 83(1986)-  43 29 36.86450(N)    091 23 13.55621(W) AD(       ) 4
 ON0855  NAD 27      -  43 29 36.96300(N)    091 23 13.06900(W) AD(       ) 3
 ON0855
 ON0855.Superseded values are not recommended for survey control.
 ON0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0855.See file dsdata.txt to determine how the superseded data were derived.
 ON0855
 ON0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3040916891(NAD 83)
 ON0855_MARKER: 90 = CHURCH SPIRE
 ON0855
 ON0855  HISTORY     - Date     Condition        Report By
 ON0855  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0855
 ON0855                          STATION DESCRIPTION
 ON0855
 ON0855'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0485 ***********************************************************************
 NK0485  DESIGNATION -  ST MATTHEWS LUTHERAN CH SPIRE
 NK0485  PID         -  NK0485
 NK0485  STATE/COUNTY-  IA/BREMER
 NK0485  USGS QUAD   -  READLYN (1971)
 NK0485
 NK0485                         *CURRENT SURVEY CONTROL
 NK0485  ___________________________________________________________________
 NK0485* NAD 83(1996)-  42 42 54.54619(N)    092 13 43.44121(W)     ADJUSTED  
 NK0485* NAVD 88     -                                                        
 NK0485  ___________________________________________________________________
 NK0485  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 NK0485  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 NK0485
 NK0485  HORZ ORDER  -  THIRD
 NK0485
 NK0485.The horizontal coordinates were established by classical geodetic methods
 NK0485.and adjusted by the National Geodetic Survey in May 1999..
 NK0485
 NK0485
 NK0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0485
 NK0485.The geoid height was determined by GEOID03.
 NK0485
 NK0485;                    North         East     Units Scale Factor Converg.
 NK0485;SPC IA N     - 1,135,757.902 1,604,128.265   MT  0.99994571   +0 51 41.7
 NK0485;UTM  15      - 4,729,472.023   563,154.416   MT  0.99964907   +0 31 23.6
 NK0485
 NK0485                          SUPERSEDED SURVEY CONTROL
 NK0485
 NK0485  NAD 83(1996)-  42 42 54.54565(N)    092 13 43.44141(W) AD(       ) 4
 NK0485  NAD 83(1986)-  42 42 54.53893(N)    092 13 43.44124(W) AD(       ) 4
 NK0485  NAD 27      -  42 42 54.60500(N)    092 13 42.80200(W) AD(       ) 3
 NK0485
 NK0485.Superseded values are not recommended for survey control.
 NK0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0485.See file dsdata.txt to determine how the superseded data were derived.
 NK0485
 NK0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH6315429472(NAD 83)
 NK0485_MARKER: 90 = CHURCH SPIRE
 NK0485
 NK0485  HISTORY     - Date     Condition        Report By
 NK0485  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0485
 NK0485                          STATION DESCRIPTION
 NK0485
 NK0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0485'STATION IS THE CENTER OF THE OCTAGONAL SHAPED SPIRE ON THE
 NK0485'ST. MATTHEWS LUTHERAN CHURCH, WHICH IS LOCATED ALONG THE N
 NK0485'SIDE OF IOWA STATE HIGHWAY 10, ABOUT 70 FEET N OF THE
 NK0485'T-INTERSECTION OF STATE HIGHWAY 241 (A N AND S ROAD) WITH STATE
 NK0485'HIGHWAY 10 (AN E AND W ROAD).  THE CHURCH IS A WHITE FRAME
 NK0485'BUILDING WITH THE SPIRE OVER THE ENTRANCE WHICH IS THE S
 NK0485'CENTER PART OF THE BUILDING.  THE SPIRE IS A FADED GREEN,
 NK0485'WITH AN ECCENTRIC BLACK BALL AT ITS PEAK AND A SMALL
 NK0485'FINIAL AND WEATHER VANE ABOVE THE BALL.  THE CHURCH WAS ERECTED
 NK0485'IN 1883.  IT IS NOT VERY PROMINENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0868 ***********************************************************************
 LD0868  DESIGNATION -  ST PAUL ST JAMES CATH CH SPIRE
 LD0868  PID         -  LD0868
 LD0868  STATE/COUNTY-  IA/LEE
 LD0868  USGS QUAD   -  SALEM (1981)
 LD0868
 LD0868                         *CURRENT SURVEY CONTROL
 LD0868  ___________________________________________________________________
 LD0868* NAD 83(1996)-  40 46 09.92755(N)    091 31 02.56352(W)     ADJUSTED  
 LD0868* NAVD 88     -                                                        
 LD0868  ___________________________________________________________________
 LD0868  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 LD0868  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LD0868
 LD0868  HORZ ORDER  -  THIRD
 LD0868
 LD0868.The horizontal coordinates were established by classical geodetic methods
 LD0868.and adjusted by the National Geodetic Survey in May 1999..
 LD0868
 LD0868
 LD0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0868
 LD0868.The geoid height was determined by GEOID03.
 LD0868
 LD0868;                    North         East     Units Scale Factor Converg.
 LD0868;SPC IA S     -    87,350.793   667,369.738   MT  0.99997655   +1 18 21.4
 LD0868;UTM  15      - 4,514,218.799   625,126.320   MT  0.99979271   +0 58 05.9
 LD0868
 LD0868                          SUPERSEDED SURVEY CONTROL
 LD0868
 LD0868  NAD 83(1986)-  40 46 09.93703(N)    091 31 02.57466(W) AD(       ) 4
 LD0868  NAD 27      -  40 46 09.81300(N)    091 31 02.03700(W) AD(       ) 3
 LD0868
 LD0868.Superseded values are not recommended for survey control.
 LD0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0868.See file dsdata.txt to determine how the superseded data were derived.
 LD0868
 LD0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2512614219(NAD 83)
 LD0868_MARKER: 90 = CHURCH SPIRE
 LD0868
 LD0868  HISTORY     - Date     Condition        Report By
 LD0868  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0868
 LD0868                          STATION DESCRIPTION
 LD0868
 LD0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0868'STATION IS LOCATED IN THE TOWN OF ST. PAUL.  IT IS A TALL,
 LD0868'SLENDER SPIRE THAT IS ON THE NORTH END OF A RED BRICK CHURCH.
 LD0868'THE ROOF OF THE SPIRE IS GREY IN COLOR AND THE TOP IS ABOUT
 LD0868'125 FEET IN HEIGHT.  THE TOP OF THE SPIRE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0651 ***********************************************************************
 NL0651  DESIGNATION -  ST PAULS LUTHERAN CH STEEPLE
 NL0651  PID         -  NL0651
 NL0651  STATE/COUNTY-  IA/CRAWFORD
 NL0651  USGS QUAD   -  CHARTER OAK (1971)
 NL0651
 NL0651                         *CURRENT SURVEY CONTROL
 NL0651  ___________________________________________________________________
 NL0651* NAD 83(1996)-  42 07 19.22895(N)    095 31 36.13559(W)     ADJUSTED  
 NL0651* NAVD 88     -                                                        
 NL0651  ___________________________________________________________________
 NL0651  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 NL0651  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 NL0651
 NL0651  HORZ ORDER  -  THIRD
 NL0651
 NL0651.The horizontal coordinates were established by classical geodetic methods
 NL0651.and adjusted by the National Geodetic Survey in May 1999..
 NL0651
 NL0651
 NL0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0651
 NL0651.The geoid height was determined by GEOID03.
 NL0651
 NL0651;                    North         East     Units Scale Factor Converg.
 NL0651;SPC IA N     - 1,071,099.201 1,332,424.802   MT  0.99999041   -1 22 24.9
 NL0651;UTM  15      - 4,666,412.698   291,137.655   MT  1.00013680   -1 41 43.1
 NL0651
 NL0651                          SUPERSEDED SURVEY CONTROL
 NL0651
 NL0651  NAD 83(1996)-  42 07 19.22921(N)    095 31 36.13746(W) AD(       ) 4
 NL0651  NAD 83(1986)-  42 07 19.22886(N)    095 31 36.13737(W) AD(       ) 4
 NL0651  NAD 27      -  42 07 19.26000(N)    095 31 35.12800(W) AD(       ) 3
 NL0651
 NL0651.Superseded values are not recommended for survey control.
 NL0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0651.See file dsdata.txt to determine how the superseded data were derived.
 NL0651
 NL0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG9113866413(NAD 83)
 NL0651
 NL0651  HISTORY     - Date     Condition        Report By
 NL0651  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0651
 NL0651                          STATION DESCRIPTION
 NL0651
 NL0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0651'STATION IS LOCATED ON A LOW HILL ABOUT 6 MILES WEST SOUTHWEST
 NL0651'OF SCHLESWIG.  STATION IS A WOODEN STRUCTURE ABOUT 75 X 40 AND
 NL0651'PAINTED WHITE.  THE STEEPLE IS ON THE WEST END OF BUILDING
 NL0651'AND IS 80 FEET HIGH.
 NL0651'
 NL0651'THE POINT INTERSECTED WAS THE CROSS ATOP THE STEEPLE.
 NL0651'
 NL0651'TO REACH STATION FROM THE CAUTION LIGHT ON U.S. HIGHWAY 59 IN
 NL0651'THE WEST EDGE OF SCHLESWIG GO SOUTH ON U.S. HIGHWAY 59 FOR 2.8
 NL0651'MILES TO SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON MAIN
 NL0651'GRAVEL ROAD FOR 4.0 MILES TO CROSSROADS.  CONTINUE WEST FOR
 NL0651'0.5 MILE TO T ROAD LEFT.  TURN LEFT AND GO SOUTH UP GRADE FOR
 NL0651'0.15 MILE TO STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0511 ***********************************************************************
 NK0511  DESIGNATION -  ST PAULS LUTHERAN CHURCH SPIRE
 NK0511  PID         -  NK0511
 NK0511  STATE/COUNTY-  IA/BREMER
 NK0511  USGS QUAD   -  TRIPOLI (1971)
 NK0511
 NK0511                         *CURRENT SURVEY CONTROL
 NK0511  ___________________________________________________________________
 NK0511* NAD 83(1996)-  42 45 21.63815(N)    092 20 14.77165(W)     ADJUSTED  
 NK0511* NAVD 88     -                                                        
 NK0511  ___________________________________________________________________
 NK0511  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 NK0511  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 NK0511
 NK0511  HORZ ORDER  -  THIRD
 NK0511
 NK0511.The horizontal coordinates were established by classical geodetic methods
 NK0511.and adjusted by the National Geodetic Survey in May 1999..
 NK0511
 NK0511
 NK0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0511
 NK0511.The geoid height was determined by GEOID03.
 NK0511
 NK0511;                    North         East     Units Scale Factor Converg.
 NK0511;SPC IA N     - 1,140,167.975 1,595,162.684   MT  0.99994655   +0 47 16.5
 NK0511;UTM  15      - 4,733,933.590   554,217.740   MT  0.99963616   +0 26 59.3
 NK0511
 NK0511                          SUPERSEDED SURVEY CONTROL
 NK0511
 NK0511  NAD 83(1996)-  42 45 21.63791(N)    092 20 14.77167(W) AD(       ) 4
 NK0511  NAD 83(1986)-  42 45 21.63115(N)    092 20 14.77242(W) AD(       ) 4
 NK0511  NAD 27      -  42 45 21.70000(N)    092 20 14.12000(W) AD(       ) 3
 NK0511
 NK0511.Superseded values are not recommended for survey control.
 NK0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0511.See file dsdata.txt to determine how the superseded data were derived.
 NK0511
 NK0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5421833934(NAD 83)
 NK0511_MARKER: 90 = CHURCH SPIRE
 NK0511
 NK0511  HISTORY     - Date     Condition        Report By
 NK0511  HISTORY     - 1935     FIRST OBSERVED   CGS
 NK0511
 NK0511                          STATION DESCRIPTION
 NK0511
 NK0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NK0511'THIS STATION IS THE CENTER OF THE BALL ON THE TOP OF THE SPIRE
 NK0511'OF THE ST. PAULS LUTHERAN CHURCH WHICH IS ABOUT 1.75 MILES N
 NK0511'OF ARTESIAN, ABOUT 4 MILES W AND 3-1/4 MILES S OF TRIPOLI, ABOUT
 NK0511'6 MILES N OF DENVER, IN THE NE 1/4, SEC. 26, T 92 N, R 13 W,
 NK0511'IN WARREN TOWNSHIP.
 NK0511'
 NK0511'IT IS ON THE W SIDE OF ROUTE I-59, ABOUT 2.75 MILES N OF ROUTE
 NK0511'I-10.
 NK0511'
 NK0511'THE CHURCH WHICH WAS BUILT IN 1885 IS A WHITE WOODEN BUILDING, WITH
 NK0511'A TOWER AND SPIRE AT THE CENTER OF THE FRONT (E) END.  THE TOWER
 NK0511'IS SQUARE AND WHITE, ABOUT 40 FEET HIGH, AND AT THE TOP HAS
 NK0511'A GABLE ON EACH SIDE AND LOUVERED WINDOWS JUST BELOW THE GABLES.
 NK0511'THE SPIRE IS OCTAGONAL, ABOUT 30 FEET HIGH, IS COVERED WITH
 NK0511'GREY ROOFING PAPER SHINGLES, AND IS SURMOUNTED BY A GOLD
 NK0511'BALL AND WEATHER VANE.
 NK0511'
 NK0511'THE SPIRE IS FAIRLY PROMINENT FROM THE SURROUNDING TERRITORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0502 ***********************************************************************
 MH0502  DESIGNATION -  ST PETER AND PAUL CH SW KEOTA
 MH0502  PID         -  MH0502
 MH0502  STATE/COUNTY-  IA/KEOKUK
 MH0502  USGS QUAD   -  HARPER (1965)
 MH0502
 MH0502                         *CURRENT SURVEY CONTROL
 MH0502  ___________________________________________________________________
 MH0502* NAD 83(1996)-  41 18 19.76311(N)    092 00 21.10605(W)     ADJUSTED  
 MH0502* NAVD 88     -                                                        
 MH0502  ___________________________________________________________________
 MH0502  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 MH0502  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MH0502
 MH0502  HORZ ORDER  -  THIRD
 MH0502
 MH0502.The horizontal coordinates were established by classical geodetic methods
 MH0502.and adjusted by the National Geodetic Survey in May 1999..
 MH0502
 MH0502
 MH0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0502
 MH0502.The geoid height was determined by GEOID03.
 MH0502
 MH0502;                    North         East     Units Scale Factor Converg.
 MH0502;SPC IA S     -   146,047.795   625,114.894   MT  0.99995003   +0 59 03.1
 MH0502;UTM  15      - 4,573,146.816   583,221.783   MT  0.99968523   +0 39 22.5
 MH0502
 MH0502                          SUPERSEDED SURVEY CONTROL
 MH0502
 MH0502  NAD 83(1986)-  41 18 19.76672(N)    092 00 21.11891(W) AD(       ) 4
 MH0502  NAD 27      -  41 18 19.72000(N)    092 00 20.48800(W) AD(       ) 3
 MH0502
 MH0502.Superseded values are not recommended for survey control.
 MH0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0502.See file dsdata.txt to determine how the superseded data were derived.
 MH0502
 MH0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF8322273147(NAD 83)
 MH0502_MARKER: 90 = CHURCH SPIRE
 MH0502
 MH0502  HISTORY     - Date     Condition        Report By
 MH0502  HISTORY     - 1934     FIRST OBSERVED   CGS
 MH0502
 MH0502                          STATION DESCRIPTION
 MH0502
 MH0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0502'STATION IS THE BASE OF THE WHITE CROSS ON TOP OF THE SPIRE
 MH0502'SURMOUNTING THE STEEPLE OF ST. PETER AND PAUL CATHOLIC CHURCH.
 MH0502'THE CHURCH IS A RED BRICK BUILDING WITH A SQUARE BRICK STEEPLE
 MH0502'RISING ABOUT 30 FEET ABOVE THE FRONT (N) CENTER.  THE OCTAGONAL
 MH0502'GRAY SLATE SPIRE RISES ABOUT 30 FEET ABOVE THE TOP OF THE
 MH0502'STEEPLE.  THE BRICK STEEPLE HAS A TALL LOUVERED WINDOW ON EACH
 MH0502'SIDE AND THE SPIRE HAS A WOODEN BAND ABOUT MIDWAY BETWEEN ITS
 MH0502'TIP AND BASE.  THE TOP OF THE SPIRE IS ABOUT 90 FEET ABOVE
 MH0502'THE GROUND AND IS VERY PROMINENT.  THE CHURCH WAS ERECTED IN
 MH0502'1878.
 MH0502'
 MH0502'THE CHURCH IS NOT IN OR NEAR ANY TOWN.  IT IS ABOUT 4-3/4 MILES
 MH0502'SW OF KEOTA, ABOUT 0.1 MILE E OF THE ST. PETER AND PAUL CEMETERY,
 MH0502'AND ABOUT 85 FEET S OF THE E-W DIRT ROAD PASSING IN FRONT OF IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0954 ***********************************************************************
 NJ0954  DESIGNATION -  ST PETER AND ST PAUL CATH CH
 NJ0954  PID         -  NJ0954
 NJ0954  STATE/COUNTY-  IA/DUBUQUE
 NJ0954  USGS QUAD   -  SHERRILL (1972)
 NJ0954
 NJ0954                         *CURRENT SURVEY CONTROL
 NJ0954  ___________________________________________________________________
 NJ0954* NAD 83(1996)-  42 36 09.28651(N)    090 46 57.38080(W)     ADJUSTED  
 NJ0954* NAVD 88     -                                                        
 NJ0954  ___________________________________________________________________
 NJ0954  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 NJ0954  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 NJ0954
 NJ0954  HORZ ORDER  -  THIRD
 NJ0954
 NJ0954.The horizontal coordinates were established by classical geodetic methods
 NJ0954.and adjusted by the National Geodetic Survey in May 1999..
 NJ0954
 NJ0954
 NJ0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0954
 NJ0954.The geoid height was determined by GEOID03.
 NJ0954
 NJ0954;                    North         East     Units Scale Factor Converg.
 NJ0954;SPC IA N     - 1,126,053.997 1,722,951.214   MT  0.99994601   +1 50 30.1
 NJ0954;SPC WI S     -    67,243.410   535,774.918   MT  1.00002893   -0 32 15.8
 NJ0954;SPC WI S     -   220,614.42  1,757,788.21   sFT  1.00002893   -0 32 15.8
 NJ0954;UTM  15      - 4,719,066.715   681,900.480   MT  1.00000710   +1 30 05.0
 NJ0954
 NJ0954                          SUPERSEDED SURVEY CONTROL
 NJ0954
 NJ0954  NAD 83(1996)-  42 36 09.28651(N)    090 46 57.38080(W) AD(       ) 4
 NJ0954  NAD 83(1996)-  42 36 09.28329(N)    090 46 57.37512(W) AD(       ) 4
 NJ0954  NAD 83(1986)-  42 36 09.28061(N)    090 46 57.37663(W) AD(       ) 4
 NJ0954  NAD 27      -  42 36 09.28100(N)    090 46 56.98200(W) AD(       ) 3
 NJ0954
 NJ0954.Superseded values are not recommended for survey control.
 NJ0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0954.See file dsdata.txt to determine how the superseded data were derived.
 NJ0954
 NJ0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8190019067(NAD 83)
 NJ0954_MARKER: 90 = CHURCH SPIRE
 NJ0954
 NJ0954  HISTORY     - Date     Condition        Report By
 NJ0954  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0954  HISTORY     - 20010331 GOOD             NGS
 NJ0954  HISTORY     - 20060819 GOOD             GEOCAC
 NJ0954
 NJ0954                          STATION DESCRIPTION
 NJ0954
 NJ0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0954'STATION IS THE BASE OF THE WHITE CROSS ON TOP OF THE SPIRE
 NJ0954'SURMOUNTING THE STEEPLE OF ST. PETER AND PAUL CATHOLIC CHURCH.
 NJ0954'THE CHURCH IS A RED BRICK BUILDING WITH A SQUARE BRICK STEEPLE
 NJ0954'RISING ABOUT 30 FEET ABOVE THE FRONT (N) CENTER.  THE OCTAGONAL
 NJ0954'GRAY SLATE SPIRE RISES ABOUT 30 FEET ABOVE THE TOP OF THE
 NJ0954'STEEPLE.  THE BRICK STEEPLE HAS A TALL LOUVERED WINDOW ON EACH
 NJ0954'SIDE AND THE SPIRE HAS A WOODEN BAND ABOUT MIDWAY BETWEEN ITS
 NJ0954'TIP AND BASE.  THE TOP OF THE SPIRE IS ABOUT 90 FEET ABOVE THE
 NJ0954'GROUND AND IS VERY PROMINENT.  THE CHURCH WAS ERECTED IN
 NJ0954'1878.
 NJ0954'
 NJ0954'THE CHURCH IS NOT IN OR NEAR ANY TOWN.  IT IS ABOUT 4-3/4 MILES
 NJ0954'SW OF KEOTA, ABOUT 0.1 MILE E OF THE ST. PETER AND PAUL CEMETERY,
 NJ0954'AND ABOUT 85 FEET S OF THE E-W DIRT ROAD PASSING IN FRONT OF
 NJ0954'IT.
 NJ0954
 NJ0954                          STATION RECOVERY (2001)
 NJ0954
 NJ0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0954'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0954
 NJ0954                          STATION RECOVERY (2006)
 NJ0954
 NJ0954'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0954'CHURCH AT THE SOUTH SIDE OF SHERRILL ON COUNTY ROAD C9Y.  REFERENCE TO
 NJ0954'KEOTA IN 1934 DESCRIPTION IS AN APPARENT ERROR.
 NJ0954' 
 NJ0954'CORNERSTONE READS - 'ECCLASIA ADSS PETERUM PAULUM A.D. 1888'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0854 ***********************************************************************
 NL0854  DESIGNATION -  ST PETERS EV LUTH CH SPIRE
 NL0854  PID         -  NL0854
 NL0854  STATE/COUNTY-  IA/SAC
 NL0854  USGS QUAD   -  GRANT CITY (1980)
 NL0854
 NL0854                         *CURRENT SURVEY CONTROL
 NL0854  ___________________________________________________________________
 NL0854* NAD 83(1996)-  42 21 15.73137(N)    094 53 16.92670(W)     ADJUSTED  
 NL0854* NAVD 88     -                                                        
 NL0854  ___________________________________________________________________
 NL0854  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 NL0854  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 NL0854
 NL0854  HORZ ORDER  -  THIRD
 NL0854
 NL0854.The horizontal coordinates were established by classical geodetic methods
 NL0854.and adjusted by the National Geodetic Survey in May 1999..
 NL0854
 NL0854
 NL0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0854
 NL0854.The geoid height was determined by GEOID03.
 NL0854
 NL0854;                    North         East     Units Scale Factor Converg.
 NL0854;SPC IA N     - 1,095,838.772 1,385,650.170   MT  0.99996024   -0 56 26.6
 NL0854;UTM  15      - 4,690,849.080   344,505.313   MT  0.99989750   -1 16 20.1
 NL0854
 NL0854                          SUPERSEDED SURVEY CONTROL
 NL0854
 NL0854  NAD 83(1996)-  42 21 15.72948(N)    094 53 16.92784(W) AD(       ) 4
 NL0854  NAD 83(1986)-  42 21 15.72860(N)    094 53 16.92789(W) AD(       ) 4
 NL0854  NAD 27      -  42 21 15.79700(N)    094 53 15.98300(W) AD(       ) 3
 NL0854
 NL0854.Superseded values are not recommended for survey control.
 NL0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0854.See file dsdata.txt to determine how the superseded data were derived.
 NL0854
 NL0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG4450590849(NAD 83)
 NL0854_MARKER: 90 = CHURCH SPIRE
 NL0854
 NL0854  HISTORY     - Date     Condition        Report By
 NL0854  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0854
 NL0854                          STATION DESCRIPTION
 NL0854
 NL0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0854'THIS STATION IS THE CENTER OF SPIRE AT BASE OF WOODEN, GOLD
 NL0854'CROSS.  THE SPIRE IS COVERED WITH TIN SIDING, PAINTED GRAY.
 NL0854'IS ON TOP OF SQUARE WOODEN BELFRY, PAINTED WHITE.  IS 100
 NL0854'FEET ABOVE THE GROUND AND IS ON THE S END OF CHURCH BUILDING.
 NL0854'
 NL0854'THE BELFRY HAS TWIN, LATTICED WINDOWS ON EACH OF ITS FOUR
 NL0854'SIDES.  THE CHURCH IS ABOUT 1 MILE SE OF STATION ARNDT.  0.4
 NL0854'MILE E OF CROSSROADS.  THE FRONT (S END) IS 75 FEET N OF
 NL0854'CENTER LINE OF GRAVEL ROAD.  IT IS 75 YARDS W OF CEMETERY.  THE
 NL0854'BUILDING IS FRAME, PAINTED WHITE, AND WAS ERECTED IN 1908.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0801 ***********************************************************************
 NJ0801  DESIGNATION -  ST SEBALDS EVAN LUTH CH SPIRE
 NJ0801  PID         -  NJ0801
 NJ0801  STATE/COUNTY-  IA/CLAYTON
 NJ0801  USGS QUAD   -  STRAWBERRY POINT (1965)
 NJ0801
 NJ0801                         *CURRENT SURVEY CONTROL
 NJ0801  ___________________________________________________________________
 NJ0801* NAD 83(1996)-  42 44 19.02366(N)    091 32 47.52981(W)     ADJUSTED  
 NJ0801* NAVD 88     -                                                        
 NJ0801  ___________________________________________________________________
 NJ0801  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 NJ0801  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 NJ0801
 NJ0801  HORZ ORDER  -  THIRD
 NJ0801
 NJ0801.The horizontal coordinates were established by classical geodetic methods
 NJ0801.and adjusted by the National Geodetic Survey in May 1999..
 NJ0801
 NJ0801
 NJ0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0801
 NJ0801.The geoid height was determined by GEOID03.
 NJ0801
 NJ0801;                    North         East     Units Scale Factor Converg.
 NJ0801;SPC IA N     - 1,139,429.546 1,659,938.013   MT  0.99994613   +1 19 26.2
 NJ0801;UTM  15      - 4,732,813.616   618,971.411   MT  0.99977414   +0 59 11.5
 NJ0801
 NJ0801                          SUPERSEDED SURVEY CONTROL
 NJ0801
 NJ0801  NAD 83(1996)-  42 44 19.02359(N)    091 32 47.52945(W) AD(       ) 4
 NJ0801  NAD 83(1986)-  42 44 19.01308(N)    091 32 47.52788(W) AD(       ) 4
 NJ0801  NAD 27      -  42 44 19.07000(N)    091 32 47.00500(W) AD(       ) 3
 NJ0801
 NJ0801.Superseded values are not recommended for survey control.
 NJ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0801.See file dsdata.txt to determine how the superseded data were derived.
 NJ0801
 NJ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH1897132814(NAD 83)
 NJ0801_MARKER: 90 = CHURCH SPIRE
 NJ0801
 NJ0801  HISTORY     - Date     Condition        Report By
 NJ0801  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0801
 NJ0801                          STATION DESCRIPTION
 NJ0801
 NJ0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0801'THIS STATION IS THE SPIRE ON THE ST. SEBALDS EVANGELICAL LUTHERAN
 NJ0801'CHURCH IN THE SETTLEMENT OF ST. SEBALD, IOWA.  THIS SETTLEMENT
 NJ0801'IS ABOUT 3.5 MILES NNW OF THE TOWN OF STRAWBERRY POINT, IOWA.
 NJ0801'THE CHURCH IS ABOUT 40 FEET E OF A GRAVEL DRIVE, ABOUT 75 FEET
 NJ0801'N OF A GRAVEL ROAD, AND ABOUT 0.1 MILE NE OF THE FARMHOUSE
 NJ0801'OF EARL CAMPBELL, IN THE SE 1/4, SEC. 33, T 92 N, R 6 W.  THE
 NJ0801'CHURCH WAS ERECTED IN 1854.  THE SPIRE IS QUITE PROMINENT.
 NJ0801'
 NJ0801'THE SPIRE IS ON THE W END OF A WHITE WOODEN CHURCH.  THE BASE
 NJ0801'IS A SQUARE WHITE WOODEN TOWER ABOUT 80 FEET HIGH WITH TWO
 NJ0801'SQUAT GOTHIC LOUVERED WINDOWS ON EACH SIDE OF THE TOP, AND AN
 NJ0801'OVERHANGING LEDGE WITH AN ORNAMENTAL TURRENT AT EACH CORNER.
 NJ0801'THE SQUAT BLACK OCTAGONAL SPIRE IS ABOUT 30 FEET HIGH WITH A
 NJ0801'PLATE AND 5-FOOT WHITE CROSS AT ITS APEX.  THE TOTAL HEIGHT IS
 NJ0801'ABOUT 95 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0716 ***********************************************************************
 MH0716  DESIGNATION -  STA 115
 MH0716  PID         -  MH0716
 MH0716  STATE/COUNTY-  IA/MARION
 MH0716  USGS QUAD   -  OTLEY (1965)
 MH0716
 MH0716                         *CURRENT SURVEY CONTROL
 MH0716  ___________________________________________________________________
 MH0716* NAD 83(1996)-  41 29 08.63587(N)    093 00 20.93345(W)     ADJUSTED  
 MH0716* NAVD 88     -       264.34   (+/-2cm)     867.3    (feet)  VERTCON   
 MH0716  ___________________________________________________________________
 MH0716  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 MH0716  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 MH0716
 MH0716  HORZ ORDER  -  THIRD
 MH0716  VERT ORDER  -  THIRD ? (See Below)
 MH0716
 MH0716.The horizontal coordinates were established by classical geodetic methods
 MH0716.and adjusted by the National Geodetic Survey in May 1999..
 MH0716
 MH0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0716.The vertical order pertains to the NGVD 29 superseded value.
 MH0716
 MH0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0716
 MH0716.The geoid height was determined by GEOID03.
 MH0716
 MH0716;                    North         East     Units Scale Factor Converg.
 MH0716;SPC IA S     -   165,107.529   541,269.778   MT  0.99996070   +0 19 31.9
 MH0716;UTM  15      - 4,592,680.240   499,514.570   MT  0.99960000   -0 00 13.9
 MH0716
 MH0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0716!SPC IA S     -   0.99996356  x   0.99996070  =   0.99992426
 MH0716!UTM  15      -   0.99996356  x   0.99960000  =   0.99956357
 MH0716
 MH0716:                Primary Azimuth Mark                     Grid Az
 MH0716:SPC IA S     -  ET 7 DB                                  359 36 09.7
 MH0716:UTM  15      -  ET 7 DB                                  359 55 55.5
 MH0716
 MH0716|---------------------------------------------------------------------|
 MH0716| PID    Reference Object                     Distance      Geod. Az  |
 MH0716|                                                           dddmmss.s |
 MH0716| MH0711 ET 7 DB                             APPROX. 1.5 KM 3595541.6 |
 MH0716|---------------------------------------------------------------------|
 MH0716
 MH0716                          SUPERSEDED SURVEY CONTROL
 MH0716
 MH0716  NAD 83(1986)-  41 29 08.64053(N)    093 00 20.93233(W) AD(       ) 3
 MH0716  NGVD 29 (05/22/90)  264.31   (m)          867.2    (f) LEVELING    3  
 MH0716
 MH0716.Superseded values are not recommended for survey control.
 MH0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0716.See file dsdata.txt to determine how the superseded data were derived.
 MH0716
 MH0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF9951592680(NAD 83)
 MH0716_MARKER: DS = TRIANGULATION STATION DISK
 MH0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0716+STABILITY: SURFACE MOTION
 MH0716
 MH0716  HISTORY     - Date     Condition        Report By
 MH0716  HISTORY     - 1964     MONUMENTED       CGS
 MH0716  HISTORY     - 1964     GOOD             USGS
 MH0716
 MH0716                          STATION DESCRIPTION
 MH0716
 MH0716'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0716'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0717 ***********************************************************************
 MH0717  DESIGNATION -  STA 77
 MH0717  PID         -  MH0717
 MH0717  STATE/COUNTY-  IA/MARION
 MH0717  USGS QUAD   -  RISING SUN (1993)
 MH0717
 MH0717                         *CURRENT SURVEY CONTROL
 MH0717  ___________________________________________________________________
 MH0717* NAD 83(1996)-  41 30 26.38250(N)    093 22 36.97293(W)     ADJUSTED  
 MH0717* NAVD 88     -       232.2    (meters)     762.     (feet)  VERTCON   
 MH0717  ___________________________________________________________________
 MH0717  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 MH0717  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 MH0717
 MH0717  HORZ ORDER  -  THIRD
 MH0717
 MH0717.The horizontal coordinates were established by classical geodetic methods
 MH0717.and adjusted by the National Geodetic Survey in May 1999..
 MH0717.No horizontal observational check was made to the station.
 MH0717
 MH0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0717
 MH0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0717
 MH0717.The geoid height was determined by GEOID03.
 MH0717
 MH0717;                    North         East     Units Scale Factor Converg.
 MH0717;SPC IA S     -   167,396.029   510,273.750   MT  0.99996264   +0 04 51.8
 MH0717;UTM  15      - 4,595,146.398   468,543.319   MT  0.99961218   -0 14 59.3
 MH0717
 MH0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0717!SPC IA S     -   0.99996854  x   0.99996264  =   0.99993118
 MH0717!UTM  15      -   0.99996854  x   0.99961218  =   0.99958073
 MH0717
 MH0717                          SUPERSEDED SURVEY CONTROL
 MH0717
 MH0717  NAD 83(1986)-  41 30 26.38898(N)    093 22 36.98000(W) AD(       ) 3
 MH0717  NGVD 29 (05/22/90)  232.2    (m)          762.     (f) VERT ANG       
 MH0717
 MH0717.Superseded values are not recommended for survey control.
 MH0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0717.See file dsdata.txt to determine how the superseded data were derived.
 MH0717
 MH0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF6854395146(NAD 83)
 MH0717_MARKER: DS = TRIANGULATION STATION DISK
 MH0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0717+STABILITY: SURFACE MOTION
 MH0717
 MH0717  HISTORY     - Date     Condition        Report By
 MH0717  HISTORY     - 1933     MONUMENTED       CGS
 MH0717  HISTORY     - 1964     GOOD             USGS
 MH0717
 MH0717                          STATION DESCRIPTION
 MH0717
 MH0717'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MH0717'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1239 ***********************************************************************
 OQ1239  DESIGNATION -  STALIN
 OQ1239  PID         -  OQ1239
 OQ1239  STATE/COUNTY-  IA/LYON
 OQ1239  USGS QUAD   -  ELLSWORTH (1967)
 OQ1239
 OQ1239                         *CURRENT SURVEY CONTROL
 OQ1239  ___________________________________________________________________
 OQ1239* NAD 83(1996)-  43 30 00.14440(N)    096 01 42.49907(W)     ADJUSTED  
 OQ1239* NAVD 88     -       443.229  (meters)    1454.16   (feet)  ADJUSTED  
 OQ1239  ___________________________________________________________________
 OQ1239  X           -    -486,695.110 (meters)                     COMP
 OQ1239  Y           -  -4,608,563.658 (meters)                     COMP
 OQ1239  Z           -   4,368,251.835 (meters)                     COMP
 OQ1239  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 OQ1239  ELLIP HEIGHT-         416.70  (meters)          (02/05/03) GPS OBS
 OQ1239  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OQ1239  DYNAMIC HT  -         443.114 (meters)    1453.78  (feet)  COMP
 OQ1239  MODELED GRAV-     980,347.2   (mgal)                       NAVD 88
 OQ1239
 OQ1239  HORZ ORDER  -  FIRST
 OQ1239  VERT ORDER  -  SECOND    CLASS I
 OQ1239  ELLP ORDER  -  THIRD     CLASS II
 OQ1239
 OQ1239.The horizontal coordinates were established by GPS observations
 OQ1239.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OQ1239
 OQ1239.The orthometric height was determined by differential leveling
 OQ1239.and adjusted by the National Geodetic Survey in June 1995..
 OQ1239
 OQ1239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ1239
 OQ1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ1239
 OQ1239.The ellipsoidal height was determined by GPS observations
 OQ1239.and is referenced to NAD 83.
 OQ1239
 OQ1239.The geoid height was determined by GEOID03.
 OQ1239
 OQ1239.The dynamic height is computed by dividing the NAVD 88
 OQ1239.geopotential number by the normal gravity value computed on the
 OQ1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1239.degrees latitude (g = 980.6199 gals.).
 OQ1239
 OQ1239.The modeled gravity was interpolated from observed gravity values.
 OQ1239
 OQ1239;                    North         East     Units Scale Factor Converg.
 OQ1239;SPC IA N     - 1,225,228.534 1,295,525.781   MT  1.00005100   -1 42 49.2
 OQ1239;UTM  14      - 4,820,636.064   740,236.822   MT  1.00030997   +2 02 47.2
 OQ1239;UTM  15      - 4,820,802.152   255,159.250   MT  1.00033745   -2 05 08.5
 OQ1239
 OQ1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ1239!SPC IA N     -   0.99993466  x   1.00005100  =   0.99998566
 OQ1239!UTM  14      -   0.99993466  x   1.00030997  =   1.00024461
 OQ1239!UTM  15      -   0.99993466  x   1.00033745  =   1.00027209
 OQ1239
 OQ1239:                Primary Azimuth Mark                     Grid Az
 OQ1239:SPC IA N     -  STALIN RM 3                              091 44 01.5
 OQ1239:UTM  14      -  STALIN RM 3                              087 58 25.1
 OQ1239:UTM  15      -  STALIN RM 3                              092 06 20.8
 OQ1239
 OQ1239|---------------------------------------------------------------------|
 OQ1239| PID    Reference Object                     Distance      Geod. Az  |
 OQ1239|                                                           dddmmss.s |
 OQ1239| OQ1237 STALIN RM 3                         APPROX. 0.9 KM 0900112.3 |
 OQ1239|---------------------------------------------------------------------|
 OQ1239
 OQ1239                          SUPERSEDED SURVEY CONTROL
 OQ1239
 OQ1239.No superseded survey control is available for this station.
 OQ1239
 OQ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP4023720636(NAD 83)
 OQ1239_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 OQ1239_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OQ1239_SP_SET: ALUMINUM ALLOY ROD
 OQ1239_STAMPING: STALIN 1987
 OQ1239_MARK LOGO: MNDT  
 OQ1239_PROJECTION: RECESSED 5 CENTIMETERS
 OQ1239_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1239+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 OQ1239
 OQ1239  HISTORY     - Date     Condition        Report By
 OQ1239  HISTORY     - 1987     MONUMENTED       MNDT
 OQ1239  HISTORY     - 19880727 GOOD             MNDT
 OQ1239  HISTORY     - 19961120 GOOD             MNDT
 OQ1239  HISTORY     - 20031105 GOOD             MNDT
 OQ1239
 OQ1239                          STATION DESCRIPTION
 OQ1239
 OQ1239'DESCRIBED BY MN DEPT OF TRANSP 1988
 OQ1239'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH-SOUTHWEST OF THE TOWN
 OQ1239'OF ELLSWORTH, MINNESOTA, ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST
 OQ1239'GRAVEL ROAD ON THE MINNESOTA-IOWA STATE LINE, 1.5 MI (2.4 KM) SOUTH
 OQ1239'ALONG TRUNK HIGHWAY 91 FROM ITS JUNCTION WITH COUNTY ROAD 11 IN
 OQ1239'ELLSWORTH, THENCE 0.5 MI (0.8 KM) WEST ON A GRAVEL ROAD.  THE MARK, A
 OQ1239'STANDARD MNDT ALUMINUM HORIZONTAL CONTROL MONUMENT DISK
 OQ1239'STAMPED---STALIN 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 OQ1239'DIAMETER BY 18-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.3 FT (9.1 CM)
 OQ1239'BELOW THE SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH THE GRAVEL
 OQ1239'ROAD.  THE MARK IS 30 FT (9.1 M) SOUTH OF THE CENTER OF A GRAVEL
 OQ1239'ROAD, 20 FT (6.1 M) WEST OF THE CENTER OF A FIELD ENTRANCE, 77.6 FT
 OQ1239'(23.7 M) SOUTHEAST OF A POWER POLE, 63.9 FT (19.5 M) SOUTHWEST OF
 OQ1239'STALIN RM 1, 70.1 FT (21.4 M) SOUTHEAST OF STALIN RM 2, 71.1 FT
 OQ1239'(21.7 M) SOUTHEAST OF A STEEL WITNESS POST, AND 64.8 FT (19.8 M)
 OQ1239'SOUTHWEST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE
 OQ1239'MARK MAGNETIC.
 OQ1239
 OQ1239                          STATION RECOVERY (1996)
 OQ1239
 OQ1239'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OQ1239'THE STATION MARK WAS RECOVERED IN GOOD CONDITIONS DESCRIBED.  RM 1 AND
 OQ1239'RM 2 WERE NOT SEARCHED FOR AT THIS TIME.  RM 3 WES RECOVERED IN GOOD
 OQ1239'CONDITION.  THE STATION MARK IS RECESSED 3 IN, MAGNETIC AND SUITABLE
 OQ1239'FOR GPS.  ROD DEPTH IS 18 FT.  (5.5 M)
 OQ1239
 OQ1239                          STATION RECOVERY (2003)
 OQ1239
 OQ1239'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 OQ1239'1.5 MILES SOUTH-SOUTHWEST OF ELLSWORTH, 1.55 MILES SOUTH ON TRUNK
 OQ1239'HIGHWAY 91 FROM JUNCTION OF TRUNK HIGHWAY 91 AND COUNTY ROAD 11 THEN
 OQ1239'0.5 MILES WEST ON STATE LINE ROAD (340TH STREET), 30 FEET SOUTH OF
 OQ1239'GRAVEL ROAD (340TH STREET), 20 FEET WEST OF CENTER LINE OF FIELD
 OQ1239'ENTRANCE, 77.6 FEET SOUTHEAST OF POWER POLE, 71.1 FEET SOUTHEAST OF
 OQ1239'WITNESS POST, 64.8 FEET SOUTHWEST OF WITNESS POST, 63.91 FEET
 OQ1239'SOUTHWEST OF REFERENCE MARK 1, 70.09 FEET SOUTHEAST OF REFERENCE MARK
 OQ1239'2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1237 ***********************************************************************
 OQ1237  DESIGNATION -  STALIN RM 3
 OQ1237  PID         -  OQ1237
 OQ1237  STATE/COUNTY-  IA/LYON
 OQ1237  USGS QUAD   -  ELLSWORTH (1967)
 OQ1237
 OQ1237                         *CURRENT SURVEY CONTROL
 OQ1237  ___________________________________________________________________
 OQ1237* NAD 83(1996)-  43 30 00.13295(N)    096 01 04.51132(W)     ADJUSTED  
 OQ1237* NAVD 88     -       436.465  (meters)    1431.97   (feet)  ADJUSTED  
 OQ1237  ___________________________________________________________________
 OQ1237  X           -    -485,845.854 (meters)                     COMP
 OQ1237  Y           -  -4,608,648.572 (meters)                     COMP
 OQ1237  Z           -   4,368,246.919 (meters)                     COMP
 OQ1237  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 OQ1237  ELLIP HEIGHT-         409.93  (meters)          (01/17/03) GPS OBS
 OQ1237  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OQ1237  DYNAMIC HT  -         436.351 (meters)    1431.59  (feet)  COMP
 OQ1237  MODELED GRAV-     980,347.0   (mgal)                       NAVD 88
 OQ1237
 OQ1237  HORZ ORDER  -  FIRST
 OQ1237  VERT ORDER  -  SECOND    CLASS I
 OQ1237  ELLP ORDER  -  THIRD     CLASS I
 OQ1237
 OQ1237.The horizontal coordinates were established by GPS observations
 OQ1237.and adjusted by the MN DEPT OF TRANSP in January 2003..
 OQ1237
 OQ1237.The orthometric height was determined by differential leveling
 OQ1237.and adjusted by the National Geodetic Survey in June 1995..
 OQ1237
 OQ1237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ1237
 OQ1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ1237
 OQ1237.The ellipsoidal height was determined by GPS observations
 OQ1237.and is referenced to NAD 83.
 OQ1237
 OQ1237.The geoid height was determined by GEOID03.
 OQ1237
 OQ1237.The dynamic height is computed by dividing the NAVD 88
 OQ1237.geopotential number by the normal gravity value computed on the
 OQ1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1237.degrees latitude (g = 980.6199 gals.).
 OQ1237
 OQ1237.The modeled gravity was interpolated from observed gravity values.
 OQ1237
 OQ1237;                    North         East     Units Scale Factor Converg.
 OQ1237;SPC IA N     - 1,225,202.712 1,296,378.856   MT  1.00005100   -1 42 23.4
 OQ1237;UTM  14      - 4,820,666.250   741,089.978   MT  1.00031502   +2 03 13.4
 OQ1237;UTM  15      - 4,820,770.783   256,012.381   MT  1.00033232   -2 04 42.3
 OQ1237
 OQ1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ1237!SPC IA N     -   0.99993572  x   1.00005100  =   0.99998672
 OQ1237!UTM  14      -   0.99993572  x   1.00031502  =   1.00025072
 OQ1237!UTM  15      -   0.99993572  x   1.00033232  =   1.00026802
 OQ1237
 OQ1237:                Primary Azimuth Mark                     Grid Az
 OQ1237:SPC IA N     -  STALIN                                   271 44 01.9
 OQ1237:UTM  14      -  STALIN                                   267 58 25.1
 OQ1237:UTM  15      -  STALIN                                   272 06 20.8
 OQ1237
 OQ1237|---------------------------------------------------------------------|
 OQ1237| PID    Reference Object                     Distance      Geod. Az  |
 OQ1237|                                                           dddmmss.s |
 OQ1237| OQ1239 STALIN                              APPROX. 0.9 KM 2700138.5 |
 OQ1237|---------------------------------------------------------------------|
 OQ1237
 OQ1237                          SUPERSEDED SURVEY CONTROL
 OQ1237
 OQ1237  NAVD 88 (01/17/03)  436.46   (m)         1432.0    (f) LEVELING    3  
 OQ1237
 OQ1237.Superseded values are not recommended for survey control.
 OQ1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1237.See file dsdata.txt to determine how the superseded data were derived.
 OQ1237
 OQ1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP4109020666(NAD 83)
 OQ1237_MARKER: DD = SURVEY DISK
 OQ1237_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OQ1237_SP_SET: ALUMINUM ALLOY ROD
 OQ1237_STAMPING: STALIN NO 3 1987
 OQ1237_MARK LOGO: MNDT  
 OQ1237_PROJECTION: RECESSED 8 CENTIMETERS
 OQ1237_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OQ1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1237+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2005
 OQ1237
 OQ1237  HISTORY     - Date     Condition        Report By
 OQ1237  HISTORY     - 1987     MONUMENTED       MNDT
 OQ1237  HISTORY     - 19880727 GOOD             MNDT
 OQ1237  HISTORY     - 19961120 GOOD             MNDT
 OQ1237  HISTORY     - 20010401 GOOD             MNDT
 OQ1237  HISTORY     - 20031105 GOOD             MNDT
 OQ1237  HISTORY     - 20051027 GOOD             MNDT
 OQ1237
 OQ1237                          STATION DESCRIPTION
 OQ1237
 OQ1237'DESCRIBED BY MN DEPT OF TRANSP 1988
 OQ1237'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH OF THE TOWN OF
 OQ1237'ELLSWORTH, MINNESOTA, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION
 OQ1237'OF TRUNK HIGHWAY 91 AND AN EAST-WEST GRAVEL ROAD ON THE
 OQ1237'MINNESOTA-IOWA STATE LINE, 1.5 MI (2.4 KM) SOUTH ALONG TRUNK HIGHWAY
 OQ1237'91 FROM ITS JUNCTION WITH COUNTY ROAD 11 IN ELLSWORTH.  THE MARK, A
 OQ1237'STANDARD MNDT ALUMINUM REFERENCE MARK DISK STAMPED---STALIN NO 3
 OQ1237'1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 18-FOOT
 OQ1237'LONG ALUMINUM ROD THAT IS BURIED 0.1 FT (3.0 CM) BELOW THE SURFACE OF
 OQ1237'THE GROUND AND IS ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY.
 OQ1237'THE MARK IS 93.0 FT (28.3 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 OQ1237'91 AT MILEPOINT 0.0, 32 FT (9.8 M) SOUTH OF THE CENTER OF A GRAVEL
 OQ1237'ROAD, 27.0 FT (8.2 M) EAST-NORTHEAST OF A FENCE CORNER, 65.6 FT
 OQ1237'(20.0 M) SOUTH-SOUTHEAST OF POWER POLE NUMBER 106, AND 2.9 FT
 OQ1237'(0.9 M) NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 OQ1237'THE MARK MAGNETIC.
 OQ1237
 OQ1237                          STATION RECOVERY (1996)
 OQ1237
 OQ1237'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OQ1237'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OQ1237'MAGNETIC, RECESSED 3 INCHES AND SUITABLE FOR GPS.  ROD DEPTH IS 18 FT.
 OQ1237
 OQ1237                          STATION RECOVERY (2001)
 OQ1237
 OQ1237'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 OQ1237'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OQ1237
 OQ1237                          STATION RECOVERY (2003)
 OQ1237
 OQ1237'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 OQ1237'1.5 MILES SOUTH OF ELLSWORTH, 1.55 MILES SOUTH ON TRUNK HIGHWAY 91
 OQ1237'FROM JUNCTION OF TRUNK HIGHWAY 91 AND COUNTY ROAD 11, 93.0 FEET EAST
 OQ1237'OF TRUNK HIGHWAY 91, 32 FEET SOUTH OF 340TH ST, 27.0 FEET
 OQ1237'EAST-NORTHEAST OF FENCE CORNER, 65.6 FEET SOUTH-SOUTHEAST OF POWER
 OQ1237'POLE 106, 2.9 FEET NORTH OF WITNESS POST
 OQ1237
 OQ1237                          STATION RECOVERY (2005)
 OQ1237
 OQ1237'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 OQ1237'1.5 MILES SOUTH OF ELLSWORTH, 1.55 MILES SOUTH ON TRUNK HIGHWAY 91
 OQ1237'FROM JUNCTION OF TRUNK HIGHWAY 91 AND COUNTY ROAD 11, 93.0 FEET EAST
 OQ1237'OF TRUNK HIGHWAY 91, 32 FEET SOUTH OF 340TH ST, 27.0 FEET
 OQ1237'EAST-NORTHEAST OF FENCE CORNER, 65.6 FEET SOUTH-SOUTHEAST OF POWER
 OQ1237'POLE 106, 2.9 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0973 ***********************************************************************
 MJ0973  DESIGNATION -  STATION 359
 MJ0973  PID         -  MJ0973
 MJ0973  STATE/COUNTY-  IA/HARRISON
 MJ0973  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0973
 MJ0973                         *CURRENT SURVEY CONTROL
 MJ0973  ___________________________________________________________________
 MJ0973* NAD 83(1996)-  41 33 48.66868(N)    095 53 39.60846(W)     ADJUSTED  
 MJ0973* NAVD 88     -       370.445  (meters)    1215.37   (feet)  ADJUSTED  
 MJ0973  ___________________________________________________________________
 MJ0973  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 MJ0973  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 MJ0973  DYNAMIC HT  -         370.275 (meters)    1214.81  (feet)  COMP
 MJ0973  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 MJ0973
 MJ0973  HORZ ORDER  -  SECOND
 MJ0973  VERT ORDER  -  FIRST     CLASS II
 MJ0973
 MJ0973.The horizontal coordinates were established by classical geodetic methods
 MJ0973.and adjusted by the National Geodetic Survey in May 1999..
 MJ0973
 MJ0973.The orthometric height was determined by differential leveling
 MJ0973.and adjusted by the National Geodetic Survey in June 1991..
 MJ0973
 MJ0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0973
 MJ0973.The geoid height was determined by GEOID03.
 MJ0973
 MJ0973.The dynamic height is computed by dividing the NAVD 88
 MJ0973.geopotential number by the normal gravity value computed on the
 MJ0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0973.degrees latitude (g = 980.6199 gals.).
 MJ0973
 MJ0973.The modeled gravity was interpolated from observed gravity values.
 MJ0973
 MJ0973;                    North         East     Units Scale Factor Converg.
 MJ0973;SPC IA S     -   176,377.881   300,309.152   MT  0.99996836   -1 34 37.7
 MJ0973;UTM  15      - 4,605,362.236   258,654.455   MT  1.00031687   -1 55 16.2
 MJ0973
 MJ0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0973!SPC IA S     -   0.99994641  x   0.99996836  =   0.99991477
 MJ0973!UTM  15      -   0.99994641  x   1.00031687  =   1.00026327
 MJ0973
 MJ0973                          SUPERSEDED SURVEY CONTROL
 MJ0973
 MJ0973  NAD 83(1996)-  41 33 48.66878(N)    095 53 39.60841(W) AD(       ) 2
 MJ0973  NAD 83(1986)-  41 33 48.67383(N)    095 53 39.61113(W) AD(       ) 2
 MJ0973  NAD 27      -  41 33 48.70500(N)    095 53 38.57200(W) AD(       ) 2
 MJ0973  NGVD 29 (??/??/92)  370.304  (m)         1214.91   (f) ADJ UNCH    1 2
 MJ0973
 MJ0973.Superseded values are not recommended for survey control.
 MJ0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0973.See file dsdata.txt to determine how the superseded data were derived.
 MJ0973
 MJ0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5865405362(NAD 83)
 MJ0973_MARKER: I = METAL ROD
 MJ0973_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0973_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0973
 MJ0973  HISTORY     - Date     Condition        Report By
 MJ0973  HISTORY     - 1934     MONUMENTED       CGS
 MJ0973  HISTORY     - 1948     GOOD             NGS
 MJ0973  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MJ0973
 MJ0973                          STATION DESCRIPTION
 MJ0973
 MJ0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ0973'U.S. TRIANGULATION STATION 359 IS A 2-INCH IRON PIPE WHICH
 MJ0973'PROJECTS 6 INCHES ABOVE THE GROUND.  IT FORMERLY HAD A WOODEN
 MJ0973'PLUG IN IT, WITH A NAIL DRIVEN IN THE MIDDLE BUT IT IS NOW
 MJ0973'ROTTED COMPLETELY AWAY.
 MJ0973'
 MJ0973'TO REACH THE STATIONS FROM THE CITY HALL IN MISSOURI VALLEY,
 MJ0973'GO NORTH ON N. 3RD. STREET FOR 0.6 MILE TO THE CITY RESERVOIR
 MJ0973'ON THE LEFT, HERE PACK SOUTHWEST 0.1 MILE TO HIGHEST POINT
 MJ0973'OF BLUFF AND THE STATION.
 MJ0973
 MJ0973                          STATION RECOVERY (1948)
 MJ0973
 MJ0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0973'AT MISSOURI VALLEY.
 MJ0973'0.5 MILE NORTH ALONG NORTH THIRD STREET FROM THE CITY HALL IN
 MJ0973'MISSOURI VALLEY, THENCE 0.1 MILE WEST TO THE TOP OF A HIGH BLUFF
 MJ0973'OVERLOOKING U.S. HIGHWAY 75, 654.0 FEET SOUTH OF THE CITY
 MJ0973'RESERVOIR, 122.0 FEET SOUTHWEST OF VALLEY R.M. 1, 4.3 FEET WEST
 MJ0973'OF TRIANGULATION STATION VALLEY, A NAIL AND WOOD PLUG IN THE TOP
 MJ0973'OF AN IRON PIPE WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
 MJ0973
 MJ0973                          STATION RECOVERY (1989)
 MJ0973
 MJ0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0671 ***********************************************************************
 NK0671  DESIGNATION -  STAUDT ET
 NK0671  PID         -  NK0671
 NK0671  STATE/COUNTY-  IA/BUTLER
 NK0671  USGS QUAD   -  AUREOLA (1972)
 NK0671
 NK0671                         *CURRENT SURVEY CONTROL
 NK0671  ___________________________________________________________________
 NK0671* NAD 83(1996)-  42 54 25.90907(N)    092 58 54.62888(W)     ADJUSTED  
 NK0671* NAVD 88     -       336.8    (meters)    1105.     (feet)  VERTCON   
 NK0671  ___________________________________________________________________
 NK0671  LAPLACE CORR-         -13.89  (seconds)                    DEFLEC99
 NK0671  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 NK0671
 NK0671  HORZ ORDER  -  SECOND
 NK0671
 NK0671.The horizontal coordinates were established by classical geodetic methods
 NK0671.and adjusted by the National Geodetic Survey in May 1999..
 NK0671
 NK0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0671
 NK0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0671
 NK0671.The geoid height was determined by GEOID03.
 NK0671
 NK0671;                    North         East     Units Scale Factor Converg.
 NK0671;SPC IA N     - 1,156,437.674 1,542,312.481   MT  0.99995409   +0 21 04.2
 NK0671;UTM  15      - 4,750,509.420   501,482.307   MT  0.99960003   +0 00 44.5
 NK0671
 NK0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0671!SPC IA N     -   0.99995197  x   0.99995409  =   0.99990607
 NK0671!UTM  15      -   0.99995197  x   0.99960003  =   0.99955202
 NK0671
 NK0671:                Primary Azimuth Mark                     Grid Az
 NK0671:SPC IA N     -  MARBLE ROCK DUST COLLECTOR               055 19 22.8
 NK0671:UTM  15      -  MARBLE ROCK DUST COLLECTOR               055 39 42.5
 NK0671
 NK0671|---------------------------------------------------------------------|
 NK0671| PID    Reference Object                     Distance      Geod. Az  |
 NK0671|                                                           dddmmss.s |
 NK0671| CI5928 MARBLE ROCK DUST COLLECTOR                         0554027.0 |
 NK0671| CI7199 STAUDT RM 1                           9.028 METERS 15227     |
 NK0671| CI7200 STAUDT RM 2                          12.903 METERS 24243     |
 NK0671|---------------------------------------------------------------------|
 NK0671
 NK0671                          SUPERSEDED SURVEY CONTROL
 NK0671
 NK0671  NAD 83(1996)-  42 54 25.90912(N)    092 58 54.62881(W) AD(       ) 2
 NK0671  NAD 83(1986)-  42 54 25.90441(N)    092 58 54.62276(W) AD(       ) 2
 NK0671  NAD 27      -  42 54 26.01119(N)    092 58 53.91908(W) AD(       ) 2
 NK0671  NGVD 29 (07/19/86)  336.8    (m)         1105.     (f) VERT ANG       
 NK0671
 NK0671.Superseded values are not recommended for survey control.
 NK0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0671.See file dsdata.txt to determine how the superseded data were derived.
 NK0671
 NK0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH0148250509(NAD 83)
 NK0671_MARKER: DD = SURVEY DISK
 NK0671_SETTING: 0 = UNSPECIFIED SETTING
 NK0671
 NK0671  HISTORY     - Date     Condition        Report By
 NK0671  HISTORY     - 1969     MONUMENTED       USGS
 NK0671
 NK0671                          STATION DESCRIPTION
 NK0671
 NK0671'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 NK0671'THE STATION IS ABOUT 8.7 MI SW. OF MARBLE ROCK, NEAR THE W.
 NK0671'SIXTEENTH COR. BETWEEN SECS. 4 AND 33, TS. 93 AND 94 N., R. 18
 NK0671'W., ABOUT 115 FT S. OF A GRAVEL RD., IN THE FARMYARD OF MR.
 NK0671'STAUDT ON A PROMINENT RIDGE.
 NK0671'
 NK0671'TO REACH FROM THE JCT. OF MAIN STREET AND ST. HWY. 54 IN MARBLE
 NK0671'ROCK, GO W. ON PAVED RD. FOR 5.05 MI TO A CROSSROAD, TURN LEFT
 NK0671'AND GO S. FOR 4.0 MI TO A CROSSROAD, TURN RIGHT AND GO W. FOR
 NK0671'ABOUT 0.75 MI TO A FARMYARD ON THE LEFT AND THE STATION S. OF
 NK0671'FOUR ROUND METAL GRANARIES.
 NK0671'
 NK0671'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER RODS
 NK0671'CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NK0671'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET STAUDT 1969 IS 115 FT
 NK0671'S. AND 131 FT W. CENTER RD. AT DR. S., 23 FT N. AND 58 FT W.
 NK0671'OF NW. COR. OF MR. STAUDTS HOUSE.  THE MARK IS FLUSH WITH THE
 NK0671'GROUND.
 NK0671'
 NK0671'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NK0671'COPPER COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NK0671'AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED STAUDT
 NK0671'NO 1 1969 IS SE. OF THE STATION, 4 FT S. AND 44 FT W. OF NW. COR.
 NK0671'OF THE HOUSE.  THE MARK IS FLUSH WITH THE GROUND.
 NK0671'
 NK0671'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NK0671'COPPER COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN.
 NK0671'LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED
 NK0671'STAUDT NO 2 1969 IS WSW. OF THE STATION, 3 FT N. AND 96 FT W.
 NK0671'OF NW. COR. OF THE HOUSE.  THE MARK IS FLUSH WITH THE GROUND.
 NK0671'
 NK0671'NO AZIMUTH MARK WAS SET.
 NK0671'
 NK0671'REFERENCE AZIMUTH USED - CENTERED DUST COLLECTOR ON TOP OF
 NK0671'FARMERS CO-OP ELEVATOR IN MARBLE ROCK - 15.5 FT S. AND 6 FT
 NK0671'W. OF CENTER OF ROUND MANHOLE COVER, T. 94 N., R. 17 W., NEAR
 NK0671'THE W. SIXTEENTH COR. BETWEEN SECS. 9 AND 16.
 NK0671'
 NK0671'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0895 ***********************************************************************
 ON0895  DESIGNATION -  STAVENGER EV LUTH CH SPIRE
 ON0895  PID         -  ON0895
 ON0895  STATE/COUNTY-  IA/WINNESHIEK
 ON0895  USGS QUAD   -  FESTINA (1981)
 ON0895
 ON0895                         *CURRENT SURVEY CONTROL
 ON0895  ___________________________________________________________________
 ON0895* NAD 83(1996)-  43 06 15.37557(N)    091 46 53.63083(W)     ADJUSTED  
 ON0895* NAVD 88     -                                                        
 ON0895  ___________________________________________________________________
 ON0895  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 ON0895  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 ON0895
 ON0895  HORZ ORDER  -  THIRD
 ON0895
 ON0895.The horizontal coordinates were established by classical geodetic methods
 ON0895.and adjusted by the National Geodetic Survey in May 1999..
 ON0895
 ON0895
 ON0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0895
 ON0895.The geoid height was determined by GEOID03.
 ON0895
 ON0895;                    North         East     Units Scale Factor Converg.
 ON0895;SPC IA N     - 1,179,622.367 1,639,872.530   MT  0.99997437   +1 09 52.8
 ON0895;UTM  15      - 4,773,114.436   599,145.108   MT  0.99972092   +0 49 57.6
 ON0895
 ON0895                          SUPERSEDED SURVEY CONTROL
 ON0895
 ON0895  NAD 83(1996)-  43 06 15.37554(N)    091 46 53.63069(W) AD(       ) 4
 ON0895  NAD 83(1986)-  43 06 15.36742(N)    091 46 53.62979(W) AD(       ) 4
 ON0895  NAD 27      -  43 06 15.46400(N)    091 46 53.05700(W) AD(       ) 3
 ON0895
 ON0895.Superseded values are not recommended for survey control.
 ON0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0895.See file dsdata.txt to determine how the superseded data were derived.
 ON0895
 ON0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9914573114(NAD 83)
 ON0895_MARKER: 90 = CHURCH SPIRE
 ON0895
 ON0895  HISTORY     - Date     Condition        Report By
 ON0895  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0895
 ON0895                          STATION DESCRIPTION
 ON0895
 ON0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0895'THE STATION IS THE CENTER OF THE WEATHER VANE AT THE APEX OF
 ON0895'THE SPIRE.  IT IS A STUCCO CHURCH BUILDING WITH A GRAY ROOF
 ON0895'SPIRE OVER THE FRONT ENTRANCE OF THE CHURCH.
 ON0895'
 ON0895'TO REACH FROM THE U.S. POST OFFICE IN OSSIAN, GO WEST ON HIGHWAY
 ON0895'52 (MAIN STREET) FOR 0.3 MILE TO A SIDE STREET LEFT.  TURN LEFT
 ON0895'AND GO SOUTHERLY ON A PAVED ROAD (BROOKS STREET) FOR 2.05 MILES
 ON0895'TO A SIDE ROAD RIGHT.  CONTINUE SOUTH ON THE PAVED ROAD FOR
 ON0895'1.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON
 ON0895'A GRAVELED ROAD FOR 0.15 MILE TO THE CHURCH ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0894 ***********************************************************************
 ON0894  DESIGNATION -  STAVENGER NORWEGIAN LUTH CH
 ON0894  PID         -  ON0894
 ON0894  STATE/COUNTY-  IA/FAYETTE
 ON0894  USGS QUAD   -  FESTINA (1981)
 ON0894
 ON0894                         *CURRENT SURVEY CONTROL
 ON0894  ___________________________________________________________________
 ON0894* NAD 83(1996)-  43 04 39.77500(N)    091 46 08.87030(W)     ADJUSTED  
 ON0894* NAVD 88     -                                                        
 ON0894  ___________________________________________________________________
 ON0894  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 ON0894  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 ON0894
 ON0894  HORZ ORDER  -  THIRD
 ON0894
 ON0894.The horizontal coordinates were established by classical geodetic methods
 ON0894.and adjusted by the National Geodetic Survey in May 1999..
 ON0894
 ON0894
 ON0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0894
 ON0894.The geoid height was determined by GEOID03.
 ON0894
 ON0894;                    North         East     Units Scale Factor Converg.
 ON0894;SPC IA N     - 1,176,693.518 1,640,944.813   MT  0.99997094   +1 10 23.1
 ON0894;UTM  15      - 4,770,180.155   600,200.129   MT  0.99972351   +0 50 26.7
 ON0894
 ON0894                          SUPERSEDED SURVEY CONTROL
 ON0894
 ON0894  NAD 83(1996)-  43 04 39.77495(N)    091 46 08.87016(W) AD(       ) 4
 ON0894  NAD 83(1986)-  43 04 39.76661(N)    091 46 08.86943(W) AD(       ) 4
 ON0894  NAD 27      -  43 04 39.85800(N)    091 46 08.30800(W) AD(       ) 3
 ON0894
 ON0894.Superseded values are not recommended for survey control.
 ON0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0894.See file dsdata.txt to determine how the superseded data were derived.
 ON0894
 ON0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0020070180(NAD 83)
 ON0894_MARKER: 90 = CHURCH SPIRE
 ON0894
 ON0894  HISTORY     - Date     Condition        Report By
 ON0894  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0894
 ON0894                          STATION DESCRIPTION
 ON0894
 ON0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0894'THE STATION IS THE CENTER OF THE WEATHER VANE AT THE APEX OF
 ON0894'THE SPIRE.  IT IS A FRAME CHURCH BUILDING PAINTED WHITE WITH A
 ON0894'WHITE SPIRE THAT HAS A MULTICOLORED ROOF.  THE OVERALL HEIGHT IS
 ON0894'ABOUT 55 FEET.
 ON0894'
 ON0894'TO REACH FROM THE U.S. POST OFFICE IN OSSAIN, GO WEST ON U.S.
 ON0894'HIGHWAY 52 (MAIN STREET) FOR 0.3 MILE TO A SIDE STREET LEFT.
 ON0894'TURN LEFT AND GO SOUTH ON A PAVED ROAD (BROOKS STREET) FOR
 ON0894'2.05 MILES TO A SIDE ROAD RIGHT.  CONTINUE SOUTH ON THE PAVED ROAD
 ON0894'FOR 2.15 MILES TO A T-ROAD AT A POINT WHERE THE PAVED ROAD CURVES
 ON0894'EAST.  KEEP LEFT AND FOLLOW PAVED ROAD EAST FOR 0.3 MILE TO A
 ON0894'Y-FORK AND THE PAVED ROAD CURVES SOUTH.  KEEP RIGHT AND
 ON0894'FOLLOW PAVED ROAD SOUTH AND SOUTHEAST FOR 0.6 MILE TO THE
 ON0894'END OF THE PAVEMENT.  CONTINUE SOUTHEAST AND SOUTH ON A
 ON0894'GRAVELED ROAD FOR 0.3 MILE TO THE CHURCH ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0696 ***********************************************************************
 NL0696  DESIGNATION -  STEELE
 NL0696  PID         -  NL0696
 NL0696  STATE/COUNTY-  IA/CHEROKEE
 NL0696  USGS QUAD   -  GRANVILLE EAST (1969)
 NL0696
 NL0696                         *CURRENT SURVEY CONTROL
 NL0696  ___________________________________________________________________
 NL0696* NAD 83(1996)-  42 53 44.47112(N)    095 46 04.81063(W)     ADJUSTED  
 NL0696* NAVD 88     -       449.     (meters)    1473.     (feet)  SCALED    
 NL0696  ___________________________________________________________________
 NL0696  LAPLACE CORR-          -6.41  (seconds)                    DEFLEC99
 NL0696  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 NL0696
 NL0696  HORZ ORDER  -  FIRST
 NL0696
 NL0696.The horizontal coordinates were established by classical geodetic methods
 NL0696.and adjusted by the National Geodetic Survey in May 1999..
 NL0696
 NL0696.The orthometric height was scaled from a topographic map.
 NL0696
 NL0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0696
 NL0696.The geoid height was determined by GEOID03.
 NL0696
 NL0696;                    North         East     Units Scale Factor Converg.
 NL0696;SPC IA N     - 1,157,513.986 1,314,783.183   MT  0.99995327   -1 32 13.7
 NL0696;UTM  15      - 4,752,948.452   273,996.763   MT  1.00022842   -1 53 05.6
 NL0696
 NL0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0696!SPC IA N     -   0.99993383  x   0.99995327  =   0.99988710
 NL0696!UTM  15      -   0.99993383  x   1.00022842  =   1.00016223
 NL0696
 NL0696:                Primary Azimuth Mark                     Grid Az
 NL0696:SPC IA N     -  STEELE AZ MK                             028 54 17.9
 NL0696:UTM  15      -  STEELE AZ MK                             029 15 09.8
 NL0696
 NL0696|---------------------------------------------------------------------|
 NL0696| PID    Reference Object                     Distance      Geod. Az  |
 NL0696|                                                           dddmmss.s |
 NL0696| CO4628 STEELE AZ MK                                       0272204.2 |
 NL0696| CO4629 STEELE RM 1                          29.728 METERS 13107     |
 NL0696| NL0678 CLEGHORN MUNICIPAL TANK             APPROX.10.3 KM 1542153.2 |
 NL0696| NL0698 MARCUS MUNICIPAL TANK               APPROX. 8.2 KM 1980139.2 |
 NL0696| NL0699 MARCUS HOLY NAME CH TALL SPIRE      APPROX. 8.6 KM 2000353.0 |
 NL0696| NL0700 MARCUS HOLY NAME CATH CH SHORT      APPROX. 8.6 KM 2000536.4 |
 NL0696| CO4630 STEELE RM 2                          29.108 METERS 22738     |
 NL0696|---------------------------------------------------------------------|
 NL0696
 NL0696                          SUPERSEDED SURVEY CONTROL
 NL0696
 NL0696  NAD 83(1996)-  42 53 44.47115(N)    095 46 04.81061(W) AD(       ) 1
 NL0696  NAD 83(1996)-  42 53 44.46963(N)    095 46 04.80878(W) AD(       ) 1
 NL0696  NAD 83(1986)-  42 53 44.47016(N)    095 46 04.80613(W) AD(       ) 1
 NL0696  NAD 27      -  42 53 44.52100(N)    095 46 03.76900(W) AD(       ) 1
 NL0696
 NL0696.Superseded values are not recommended for survey control.
 NL0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0696.See file dsdata.txt to determine how the superseded data were derived.
 NL0696
 NL0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH7399752948(NAD 83)
 NL0696_MARKER: DS = TRIANGULATION STATION DISK
 NL0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0696
 NL0696  HISTORY     - Date     Condition        Report By
 NL0696  HISTORY     - 1940     MONUMENTED       CGS
 NL0696
 NL0696                          STATION DESCRIPTION
 NL0696
 NL0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0696'STATION STEELE IS 5 MILES NORTH BY EAST OF MARCUS, 6 MILES
 NL0696'NORTHWEST OF CLEGHORN AND 9 MILES SOUTHEAST OF GRANVILLE
 NL0696'IN THE SOUTHEAST QUARTER OF SEC. 2, T. 93 N., R. 42 W. ON
 NL0696'LAND OWNED BY THE STEELE NATIONAL BANK OF CHEROKEE.
 NL0696'
 NL0696'TO REACH FROM MARCUS AT INTERSECTION OF STATE HIGHWAY 5 AND
 NL0696'COUNTY ROUTE H, GO NORTH ON COUNTY ROUTE H FOR 6.0 MILES AND
 NL0696'TURN RIGHT, EAST, GO 1.7 MILES TO STATION ON NORTH SIDE OF
 NL0696'ROAD.  TO REACH AZIMUTH MARK CONTINUE EAST 0.3 MILE AND TURN
 NL0696'LEFT, NORTH, GO 0.75 MILE TO AZIMUTH MARK ON RIGHT, EAST, SIDE
 NL0696'OF ROAD.
 NL0696'
 NL0696'STATION MARK IS 6 INCHES SOUTH OF RIGHT-OF-WAY FENCE, 33 FEET
 NL0696'NORTH OF CENTER LINE OF PUBLIC ROAD, 10 FEET WEST OF CROSS
 NL0696'FENCE CORNER, 10.25 FEET WEST OF WHITE REFERENCE POST, IS STAMPED
 NL0696'STEELE 1940, AND PROJECTS 4 INCHES.  UNDERGROUND MARK IS 38 INCHES
 NL0696'BENEATH SURFACE.
 NL0696'
 NL0696'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0696'BRONZE DISKS SET IN CONCRETE.
 NL0696'
 NL0696'REFERENCE MARK NO. 1 IS ACROSS ROAD FROM STATION, 32 FEET SOUTH
 NL0696'OF CENTER LINE OF ROAD, 6 INCHES NORTH OF RIGHT-OF-WAY FENCE,
 NL0696'2 FEET WEST OF A POWER LINE POLE, IS STAMPED STEELE NO 1 1940, AND
 NL0696'PROJECTS 6 INCHES.
 NL0696'
 NL0696'REFERENCE MARK NO. 2 IS ACROSS ROAD FROM STATION, 32 FEET SOUTH
 NL0696'OF CENTER LINE OF ROAD, 6 INCHES NORTH OF RIGHT-OF-WAY FENCE,
 NL0696'IS STAMPED STEELE NO 2 1940, AND PROJECTS 4 INCHES.
 NL0696'
 NL0696'AZIMUTH MARK IS NORTHEAST OF STATION ABOUT 0.8 MILE, 110 FEET
 NL0696'SOUTH OF BROW OF SMALL HILL, 35 FEET EAST OF CENTER LINE OF
 NL0696'ROAD, 31 FEET WEST-SOUTHWEST OF CORNER OF BARN, 21 FEET NORTH
 NL0696'OF 14-INCH BOX ELDER TREE, 33 FEET NORTH OF CENTER LINE OF FARM
 NL0696'ENTRANCE, 3.4 FEET NORTH OF WHITE REFERENCE POST, 16 FEET
 NL0696'SOUTHWEST OF FENCE CORNER, IS STAMPED STEELE 1940, AND PROJECTS
 NL0696'8 INCHES.
 NL0696'
 NL0696'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1109 ***********************************************************************
 MJ1109  DESIGNATION -  STEELE
 MJ1109  PID         -  MJ1109
 MJ1109  STATE/COUNTY-  IA/ADAMS
 MJ1109  USGS QUAD   -  CORNING NORTH (1980)
 MJ1109
 MJ1109                         *CURRENT SURVEY CONTROL
 MJ1109  ___________________________________________________________________
 MJ1109* NAD 83(1996)-  41 01 19.77960(N)    094 44 21.46283(W)     ADJUSTED  
 MJ1109* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 MJ1109  ___________________________________________________________________
 MJ1109  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 MJ1109  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 MJ1109
 MJ1109  HORZ ORDER  -  FIRST
 MJ1109
 MJ1109.The horizontal coordinates were established by classical geodetic methods
 MJ1109.and adjusted by the National Geodetic Survey in May 1999..
 MJ1109
 MJ1109.The orthometric height was scaled from a topographic map.
 MJ1109
 MJ1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1109
 MJ1109.The geoid height was determined by GEOID03.
 MJ1109
 MJ1109;                    North         East     Units Scale Factor Converg.
 MJ1109;SPC IA S     -   114,251.609   395,775.001   MT  0.99995321   -0 48 58.8
 MJ1109;UTM  15      - 4,542,674.182   353,768.458   MT  0.99986319   -1 08 30.4
 MJ1109
 MJ1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1109!SPC IA S     -   0.99994453  x   0.99995321  =   0.99989774
 MJ1109!UTM  15      -   0.99994453  x   0.99986319  =   0.99980773
 MJ1109
 MJ1109|---------------------------------------------------------------------|
 MJ1109| PID    Reference Object                     Distance      Geod. Az  |
 MJ1109|                                                           dddmmss.s |
 MJ1109| CL7669 STEELE RM 1                          31.279 METERS 03213     |
 MJ1109| LF1295 LENOX MUNICIPAL TANK                APPROX.21.9 KM 1355934.7 |
 MJ1109| LF1302 CORNING MUNICIPAL TANK              APPROX. 3.0 KM 1762604.2 |
 MJ1109| CL7668 STEELE AZ MK                                       2980148.0 |
 MJ1109| CL7670 STEELE RM 2                          32.492 METERS 31840     |
 MJ1109|---------------------------------------------------------------------|
 MJ1109
 MJ1109                          SUPERSEDED SURVEY CONTROL
 MJ1109
 MJ1109  NAD 83(1986)-  41 01 19.77941(N)    094 44 21.49376(W) AD(       ) 1
 MJ1109  NAD 27      -  41 01 19.83000(N)    094 44 20.58800(W) AD(       ) 1
 MJ1109
 MJ1109.Superseded values are not recommended for survey control.
 MJ1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1109.See file dsdata.txt to determine how the superseded data were derived.
 MJ1109
 MJ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF5376842674(NAD 83)
 MJ1109_MARKER: DS = TRIANGULATION STATION DISK
 MJ1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1109
 MJ1109  HISTORY     - Date     Condition        Report By
 MJ1109  HISTORY     - 1934     MONUMENTED       CGS
 MJ1109  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MJ1109
 MJ1109                          STATION DESCRIPTION
 MJ1109
 MJ1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1109'STATION IS ABOUT 2 MILES N OF CORNING, IN SE 1/4 SECTION 22,
 MJ1109'T 72 N, R 34 W, ON LAND OWNED BY JAMES STEELE, ABOUT 0.2 MILE
 MJ1109'N OF HIS HOUSE, ALMOST DIRECTLY ACROSS THE ROAD FROM WILLIAM
 MJ1109'CLINES HOUSE, 48 FEET W OF CENTER LINE OF HIGHWAY 148, 43
 MJ1109'FEET NNW OF A CONCRETE RIGHT-OF-WAY MARKER, 15 FEET W OF EDGE
 MJ1109'OF CUT BANK, 2 FEET E OF THE RIGHT-OF-WAY FENCE, ABOUT 160
 MJ1109'FEET WSW OF SW CORNER OF MR. CLINES HOUSE.  THE MARK PROJECTS
 MJ1109'3 INCHES.
 MJ1109'
 MJ1109'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MJ1109'BRONZE DISKS SET IN CONCRETE.
 MJ1109'
 MJ1109'REFERENCE MARK NO. 1 IS NE OF STATION, 49 FEET E OF CENTER
 MJ1109'LINE OF ROAD, AT SW CORNER OF MR. CLINES YARD FENCE, 15 FEET
 MJ1109'ESE OF A 20-INCH COTTONWOOD TREE, 8 FEET E OF A 30-INCH
 MJ1109'COTTONWOOD STUMP.  IT PROJECTS 4 INCHES.
 MJ1109'
 MJ1109'REFERENCE MARK NO. 2 IS NNW OF STATION, 11 FEET SE OF THE
 MJ1109'MOST EASTERLY ONE OF A ROW OF 15-INCH COTTONWOOD TREES, 48
 MJ1109'FEET W OF CENTER LINE OF ROAD, AT THE NE CORNERPOST OF THE
 MJ1109'WIRE FENCE, 125.33 FEET W OF REFERENCE MARK NO. 1.  IT PROJECTS
 MJ1109'1 INCH.
 MJ1109'
 MJ1109'AZIMUTH MARK IS NW OF STATION, 40 FEET N OF CENTER LINE OF
 MJ1109'HIGHWAY 148, ABOUT 125 FEET NW OF A YELLOW CURVE SIGN, ON
 MJ1109'RIGHT-OF-WAY FENCE LINE.  IT PROJECTS 3 INCHES.
 MJ1109'
 MJ1109'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 34 AND STATE HIGHWAY
 MJ1109'148 IN CORNING, GO N ON HIGHWAY 148, 2.5 MILES TO THE STATION
 MJ1109'ON W SIDE OF ROAD.
 MJ1109'
 MJ1109'ALL LIGHTS COME INTO VIEW AT 70 FEET.
 MJ1109'
 MJ1109'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 MJ1109
 MJ1109                          STATION RECOVERY (1960)
 MJ1109
 MJ1109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 MJ1109'ALL THE MARKS HAVE BEEN DESTROYED WHEN STATE HIGHWAY 148 WAS
 MJ1109'REBUILT IN ABOUT 1949.  ONE CONCRETE BLOCK WAS FOUND ALONG
 MJ1109'THE HIGHWAY RIGHT-OF-WAY NEAR THE SITE OF THE STATION.  THE
 MJ1109'DISK HAD BEEN REMOVED.  ADDITIONAL RIGHT-OF-WAY WAS SECURED WHEN
 MJ1109'THE HIGHWAY WAS REBUILT ACCORDING TO THE ADJOINING LANDOWNERS.
 MJ1109'THERE IS A TWELVE TO FIFTEEN FOOT CUT IN THE AREA OF THE
 MJ1109'STATION AND USING THE REFERENCES TO LOCAL OBJECTS, IT IS
 MJ1109'DOUBTFUL IF ANY MARKS REMAIN, INCLUDING THE UNDERGROUND MARK
 MJ1109'FOR THE STATION.  ABOUT TWO HOURS WAS SPENT PROBING FOR THE
 MJ1109'UNDERGROUND STATION MARK.  BUT NO EVIDENCE WAS FOUND.  IT IS
 MJ1109'BELIEVED THAT THIS STATION SHOULD BE LISTED AS COMPLETELY
 MJ1109'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0989 ***********************************************************************
 OO0989  DESIGNATION -  STEER ET
 OO0989  PID         -  OO0989
 OO0989  STATE/COUNTY-  IA/FLOYD
 OO0989  USGS QUAD   -  ORCHARD (1971)
 OO0989
 OO0989                         *CURRENT SURVEY CONTROL
 OO0989  ___________________________________________________________________
 OO0989* NAD 83(1996)-  43 07 35.21907(N)    092 50 11.81849(W)     ADJUSTED  
 OO0989* NAVD 88     -       341.4    (meters)    1120.     (feet)  VERTCON   
 OO0989  ___________________________________________________________________
 OO0989  LAPLACE CORR-          -7.82  (seconds)                    DEFLEC99
 OO0989  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 OO0989
 OO0989  HORZ ORDER  -  SECOND
 OO0989
 OO0989.The horizontal coordinates were established by classical geodetic methods
 OO0989.and adjusted by the National Geodetic Survey in May 1999..
 OO0989
 OO0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0989
 OO0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0989
 OO0989.The geoid height was determined by GEOID03.
 OO0989
 OO0989;                    North         East     Units Scale Factor Converg.
 OO0989;SPC IA N     - 1,180,876.395 1,553,980.121   MT  0.99997739   +0 26 58.6
 OO0989;UTM  15      - 4,774,869.934   513,289.800   MT  0.99960217   +0 06 42.1
 OO0989
 OO0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0989!SPC IA N     -   0.99995125  x   0.99997739  =   0.99992864
 OO0989!UTM  15      -   0.99995125  x   0.99960217  =   0.99955344
 OO0989
 OO0989|---------------------------------------------------------------------|
 OO0989| PID    Reference Object                     Distance      Geod. Az  |
 OO0989|                                                           dddmmss.s |
 OO0989| CI7202 STEER ET RM 1                        17.372 METERS 09111     |
 OO0989| CI7203 STEER ET RM 2                        15.032 METERS 26902     |
 OO0989| OO1001 RUDD FARMERS ELEV LT                APPROX. 5.5 KM 2713805.1 |
 OO0989|---------------------------------------------------------------------|
 OO0989
 OO0989                          SUPERSEDED SURVEY CONTROL
 OO0989
 OO0989  NAD 83(1996)-  43 07 35.21908(N)    092 50 11.81847(W) AD(       ) 2
 OO0989  NAD 83(1986)-  43 07 35.21231(N)    092 50 11.81312(W) AD(       ) 2
 OO0989  NAD 27      -  43 07 35.31100(N)    092 50 11.11970(W) AD(       ) 2
 OO0989  NGVD 29 (07/19/86)  341.4    (m)         1120.     (f) VERT ANG       
 OO0989
 OO0989.Superseded values are not recommended for survey control.
 OO0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0989.See file dsdata.txt to determine how the superseded data were derived.
 OO0989
 OO0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH1329074870(NAD 83)
 OO0989_MARKER: DD = SURVEY DISK
 OO0989_SETTING: 0 = UNSPECIFIED SETTING
 OO0989
 OO0989  HISTORY     - Date     Condition        Report By
 OO0989  HISTORY     - 1969     MONUMENTED       USGS
 OO0989
 OO0989                          STATION DESCRIPTION
 OO0989
 OO0989'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 OO0989'THE STATION IS ABOUT 5.35 MI W. OF FLOYD, ABOUT 500 FT W. OF
 OO0989'THE E. SIXTEENTH COR. BETWEEN SECS. 15 AND 22, T. 96 N., R. 17
 OO0989'W., ALONG U.S. HWY. 18 ON A SMALL RISE.
 OO0989'
 OO0989'TO REACH THE STATION FROM THE JCT. OF U.S. HWYS. 18 AND 218
 OO0989'ABOUT 1/2 MI SE. OF FLOYD, GO NW. AND W. ON U.S. HWY. 18 FOR
 OO0989'4.95 MI TO A CROSSROAD, CONTINUE W. FOR 0.35 MI TO A SMALL
 OO0989'RISE BETWEEN TWO FARM HOUSES AND THE STATION ON THE LEFT.
 OO0989'
 OO0989'THE STATION, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 OO0989'RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 OO0989'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET STEER 1969 IS 56 FT
 OO0989'S. AND 33 FT W. OF CENTER HWY. AT GARAGE DRIVE N., 3 FT N. OF
 OO0989'S. RIGHT-OF-WAY FENCE AND 3 FT N. OF USGS WITNESS POST.  THE
 OO0989'MARK IS FLUSH WITH THE GROUND.
 OO0989'
 OO0989'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN.
 OO0989'COPPER COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 OO0989'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED STEER NO 1
 OO0989'1969 IS E. OF THE STATION, 58 FT S. AND 24 FT E. CENTER HWY. AT
 OO0989'GARAGE DRIVE N., 1 FT N. OF S. RIGHT-OF-WAY FENCE.  THE
 OO0989'STATION IS FLUSH WITH THE GROUND.
 OO0989'
 OO0989'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN.
 OO0989'COPPER COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 OO0989'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED STEER NO
 OO0989'2 1969 IS W. OF THE STATION, 57 FT S. AND 82 FT W. CENTER HWY.
 OO0989'AT GARAGE DRIVE N.  2 FT N. OF THE S. RIGHT-OF-WAY FENCE.  THE
 OO0989'MARK IS FLUSH WITH THE GROUND.
 OO0989'
 OO0989'NO AZIMUTH MARK WAS SET.
 OO0989'
 OO0989'REFERENCE AZIMUTH USED - LIGHT ON TOP OF FARMERS CO-OP ELEVATOR
 OO0989'IN RUDD.
 OO0989'
 OO0989'LIGHT ON TOP OF FARMERS CO-OP ELEVATOR IN RUDD - 4-1/2 FT S. AND
 OO0989'4 FT W. OF CENTER SQUARE MANHOLE.  T. 96 N., R. 17 W.,
 OO0989'ABOUT 500 FT N. AND 500 FT E. OF THE COR. OF SECS. 13, 18, 19
 OO0989'AND 24.
 OO0989'
 OO0989'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0883 ***********************************************************************
 NJ0883  DESIGNATION -  STERLING
 NJ0883  PID         -  NJ0883
 NJ0883  STATE/COUNTY-  IA/JACKSON
 NJ0883  USGS QUAD   -  MILES (1980)
 NJ0883
 NJ0883                         *CURRENT SURVEY CONTROL
 NJ0883  ___________________________________________________________________
 NJ0883* NAD 83(1996)-  42 04 31.84672(N)    090 15 19.30938(W)     ADJUSTED  
 NJ0883* NAVD 88     -       272.03   (+/-2cm)     892.5    (feet)  VERTCON   
 NJ0883  ___________________________________________________________________
 NJ0883  X           -     -21,132.767 (meters)                     COMP
 NJ0883  Y           -  -4,741,512.787 (meters)                     COMP
 NJ0883  Z           -   4,251,993.414 (meters)                     COMP
 NJ0883  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 NJ0883  ELLIP HEIGHT-         238.96  (meters)          (05/06/99) GPS OBS
 NJ0883  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 NJ0883
 NJ0883  HORZ ORDER  -  FIRST
 NJ0883  VERT ORDER  -  THIRD ? (See Below)
 NJ0883  ELLP ORDER  -  FOURTH    CLASS I
 NJ0883
 NJ0883.The horizontal coordinates were established by classical geodetic methods
 NJ0883.and adjusted by the National Geodetic Survey in May 1999..
 NJ0883
 NJ0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0883.The vertical order pertains to the NGVD 29 superseded value.
 NJ0883
 NJ0883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0883
 NJ0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0883
 NJ0883.The ellipsoidal height was determined by GPS observations
 NJ0883.and is referenced to NAD 83.
 NJ0883
 NJ0883.The geoid height was determined by GEOID03.
 NJ0883
 NJ0883;                    North         East     Units Scale Factor Converg.
 NJ0883;SPC IA N     - 1,069,077.969 1,768,436.187   MT  0.99999841   +2 11 56.5
 NJ0883;UTM  15      - 4,661,805.960   727,044.309   MT  1.00023434   +1 50 24.0
 NJ0883
 NJ0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0883!SPC IA N     -   0.99996252  x   0.99999841  =   0.99996093
 NJ0883!UTM  15      -   0.99996252  x   1.00023434  =   1.00019685
 NJ0883
 NJ0883|---------------------------------------------------------------------|
 NJ0883| PID    Reference Object                     Distance      Geod. Az  |
 NJ0883|                                                           dddmmss.s |
 NJ0883| CJ2217 STERLING RM 1                        37.550 METERS 09557     |
 NJ0883| CJ2218 STERLING RM 2                                      19702     |
 NJ0883| MG0680 ELVIRA CHURCH SPIRE                 APPROX.26.0 KM 2211633.8 |
 NJ0883| NJ0882 MILES WATER TANK                    APPROX. 5.6 KM 2371449.6 |
 NJ0883| NJ0896 TILL                                APPROX.26.2 KM 3045438.0 |
 NJ0883|---------------------------------------------------------------------|
 NJ0883
 NJ0883                          SUPERSEDED SURVEY CONTROL
 NJ0883
 NJ0883  NAD 83(1986)-  42 04 31.85528(N)    090 15 19.31201(W) AD(       ) 1
 NJ0883  NAD 27      -  42 04 31.76900(N)    090 15 18.84700(W) AD(       ) 1
 NJ0883  NGVD 29 (07/19/86)  272.06   (m)          892.6    (f) LEVELING    3  
 NJ0883
 NJ0883.Superseded values are not recommended for survey control.
 NJ0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0883.See file dsdata.txt to determine how the superseded data were derived.
 NJ0883
 NJ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG2704461806(NAD 83)
 NJ0883_MARKER: DS = TRIANGULATION STATION DISK
 NJ0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0883_SP_SET: CONCRETE POST
 NJ0883_STAMPING: STERLING 1931
 NJ0883_MARK LOGO: CGS   
 NJ0883_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0883+STABILITY: SURFACE MOTION
 NJ0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0883+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1989
 NJ0883
 NJ0883  HISTORY     - Date     Condition        Report By
 NJ0883  HISTORY     - 1931     MONUMENTED       CGS
 NJ0883  HISTORY     - 1931     GOOD             CGS
 NJ0883  HISTORY     - 1934     GOOD             CGS
 NJ0883  HISTORY     - 19890825 GOOD             NGS
 NJ0883  HISTORY     - 20010331 GOOD             NGS
 NJ0883
 NJ0883                          STATION DESCRIPTION
 NJ0883
 NJ0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 NJ0883'ABOUT 4 MILES WEST OF THE TOWN OF SABULA IN THE GROUNDS OF
 NJ0883'STERLING CHURCH.  MARK IS 22.4 METERS SOUTHEAST OF THE SOUTHEAST
 NJ0883'CORNER OF THE CHURCH, 7 METERS NORTH OF THE SOUTH FENCE LINE,
 NJ0883'127 METERS EAST OF THE CENTERLINE OF THE ROAD RUNNING
 NJ0883'NORTH-AND-SOUTH.
 NJ0883'
 NJ0883'REFERENCE MARK NO. 1 IS IN THE EAST FENCE LINE ON THE CHURCH
 NJ0883'PROPERTY AND IS 3 METERS NORTH OF THE SOUTH FENCE LINE.
 NJ0883'
 NJ0883'REFERENCE MARK NO. 2 IS ABOUT 1/4 MILE SOUTHWEST OF THE MARK,
 NJ0883'AND IS 8 METERS WEST OF THE CENTERLINE OF THE ROAD AT THE
 NJ0883'FENCE LINE.
 NJ0883'
 NJ0883'THE AZIMUTH MARK IS THE FINIAL OF THE MUNICIPAL WATER TANK IN THE
 NJ0883'TOWN OF MILES.  THE TANK IS PAINTED BLACK, AND IS ABOUT 2
 NJ0883'MILES SOUTHWEST OF THE STATION.
 NJ0883'
 NJ0883'TO REACH FROM SABULA, GO WEST ON STATE HIGHWAY 117 FOR A
 NJ0883'DISTANCE OF 4.6 MILES TO A DIRT ROAD LEADING NORTH, PROCEED
 NJ0883'ON THIS ROAD 1/2 MILE TO THE OLD STERLING TOWN SITE.
 NJ0883'
 NJ0883'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 NJ0883
 NJ0883                          STATION RECOVERY (1931)
 NJ0883
 NJ0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 NJ0883'RECOVERED IN GOOD CONDITION.
 NJ0883
 NJ0883                          STATION RECOVERY (1934)
 NJ0883
 NJ0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (FET)
 NJ0883'THIS STATION WAS VERY EASY TO LOCATE AS THE DESCRIPTION SEEMED
 NJ0883'TO BE COMPLETE.
 NJ0883
 NJ0883                          STATION RECOVERY (1989)
 NJ0883
 NJ0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NJ0883'THE STATION IS LOCATED ABOUT 7.8 KM (4.85 MI) WEST OF SABULA, IN A
 NJ0883'FARM FIELD BEHIND A FRAME HOUSE AT BOX 32 RENTED AT THIS TIME BY JOEL
 NJ0883'ROOT, PHONE (319) 682-7894.  OWNERSHIP--THOMAS GRAY, PHONE (319)
 NJ0883'682-7438.
 NJ0883'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 52,
 NJ0883'ABOUT 1.6 KM (1.00 MI) WEST OF SABULA, GO WEST ALONG STATE HIGHWAY 64
 NJ0883'FOR 5.6 KM (3.50 MI) TO THE INTERSECTION OF A GRAVEL ROAD.  TURN
 NJ0883'RIGHT, NORTH, ON THE GRAVEL ROAD FOR 0.6 KM (0.35 MI) TO THE ENTRANCE
 NJ0883'DRIVE OF A SINGLE STORY FRAME HOUSE WITH A LARGE METAL PREFAB BUILDING
 NJ0883'ON THE EAST SIDE OF THE ENTRANCE DRIVE TO THE HOUSE.  TURN RIGHT,
 NJ0883'EAST, INTO THE ENTRANCE DRIVE AND CONTINUE EAST ALONG THE SOUTH SIDE
 NJ0883'OF THE METAL PREAFAB BUILDING TO THE EAST END OF THE BUILDING.
 NJ0883'CONTINUE NORTHEAST INTO A FARM FIELD TO THE EAST SIDE OF A LONE
 NJ0883'36-INCH PINE TREE AND THE STATION ON THE RIGHT.
 NJ0883'THE STATION IS A STANDARD CGS HORIZONTAL STATION MARK DISK FLUSH WITH
 NJ0883'THE GROUND.  LOCATED ABOUT 137.15 M (450.0 FT) EAST OF THE CENTER OF
 NJ0883'THE GRAVEL ROAD, 10.6 M (34.8 FT) FEET EAST OF THE CENTER OF A 36-INCH
 NJ0883'LONE PINE TREE, 0.3 M (1.0 FT) WEST OF A METAL WITNESS POST AND 0.3 M
 NJ0883'(1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 NJ0883'DESCRIBED BY M. L. MCCREADY.
 NJ0883
 NJ0883                          STATION RECOVERY (2001)
 NJ0883
 NJ0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0883'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0569 ***********************************************************************
 NL0569  DESIGNATION -  STORM
 NL0569  PID         -  NL0569
 NL0569  STATE/COUNTY-  IA/BUENA VISTA
 NL0569  USGS QUAD   -  STORM LAKE (1979)
 NL0569
 NL0569                         *CURRENT SURVEY CONTROL
 NL0569  ___________________________________________________________________
 NL0569* NAD 83(1996)-  42 38 08.80959(N)    095 11 52.83918(W)     ADJUSTED  
 NL0569* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 NL0569  ___________________________________________________________________
 NL0569  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 NL0569  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 NL0569
 NL0569  HORZ ORDER  -  FIRST
 NL0569
 NL0569.The horizontal coordinates were established by classical geodetic methods
 NL0569.and adjusted by the National Geodetic Survey in May 1999..
 NL0569
 NL0569.The orthometric height was scaled from a topographic map.
 NL0569
 NL0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0569
 NL0569.The geoid height was determined by GEOID03.
 NL0569
 NL0569;                    North         East     Units Scale Factor Converg.
 NL0569;SPC IA N     - 1,127,556.935 1,360,744.514   MT  0.99994552   -1 09 02.9
 NL0569;UTM  15      - 4,722,712.101   319,785.487   MT  0.99999958   -1 29 21.1
 NL0569
 NL0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0569!SPC IA N     -   0.99993513  x   0.99994552  =   0.99988065
 NL0569!UTM  15      -   0.99993513  x   0.99999958  =   0.99993471
 NL0569
 NL0569|---------------------------------------------------------------------|
 NL0569| PID    Reference Object                     Distance      Geod. Az  |
 NL0569|                                                           dddmmss.s |
 NL0569| CO4642 STORM RM 3                           16.344 METERS 04319     |
 NL0569| NL0563 STORM LAKE MAG STATION RESET        248.099 METERS 08241     |
 NL0569| CO4640 STORM RM 1                           51.300 METERS 15627     |
 NL0569| CO4641 STORM RM 2                           28.340 METERS 26322     |
 NL0569| CO4639 STORM AZ MK                                        2760651.8 |
 NL0569| NL0571 ESPE                                APPROX.13.0 KM 3155016.3 |
 NL0569| NL0568 STORM LAKE MUNICIPAL TANK           APPROX. 0.9 KM 3342109.0 |
 NL0569|---------------------------------------------------------------------|
 NL0569
 NL0569                          SUPERSEDED SURVEY CONTROL
 NL0569
 NL0569  NAD 83(1996)-  42 38 08.80958(N)    095 11 52.83914(W) AD(       ) 1
 NL0569  NAD 83(1986)-  42 38 08.80713(N)    095 11 52.83729(W) AD(       ) 1
 NL0569  NAD 27      -  42 38 08.88000(N)    095 11 51.84500(W) AD(       ) 1
 NL0569
 NL0569.Superseded values are not recommended for survey control.
 NL0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0569.See file dsdata.txt to determine how the superseded data were derived.
 NL0569
 NL0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1978522712(NAD 83)
 NL0569_MARKER: DS = TRIANGULATION STATION DISK
 NL0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0569
 NL0569  HISTORY     - Date     Condition        Report By
 NL0569  HISTORY     - 1940     MONUMENTED       CGS
 NL0569  HISTORY     - 1967     GOOD             CGS
 NL0569
 NL0569                          STATION DESCRIPTION
 NL0569
 NL0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0569'STATION IS IN THE SOUTH SIDE OF THE CITY OF STORM LAKE, ON THE
 NL0569'LAKE SHORE IN THE SOUTHEAST 1/4 OF SEC. 3, T 90 N, R 37 W.
 NL0569'STATION IS IN THE CITY PARK, JUST EAST OF THE WEST ENTRANCE
 NL0569'TO THE PARK DRIVE, 36 FT. WSW OF SOUTH WEST COR. OF THE DOUGHBOY
 NL0569'MONUMENT, 65 FT. SOUTH OF THE SOUTH CURB OF LAKE SHORE DRIVE
 NL0569'(U.S. ROUTE 71) AND 23 FT. ESE OF TREE TO WHICH A 37 MM. FIELD
 NL0569'GUN IS CHAINED.  MARK IS FLUSH WITH THE GROUND.
 NL0569'
 NL0569'R.M. 1 IS SSE OF STATION ON THE S SIDE OF PARK DRIVE (GRAVEL)
 NL0569'16 FEET SOUTH OF THE CENTERLINE, 6 FEET NORTH OF EDGE OF
 NL0569'BLUFF.  THE MARK PROJECTS 7 INCHES.  DISK IS STAMPED STORM NO. 1,
 NL0569'1940.
 NL0569'
 NL0569'R.M. 2 IS WEST BY SOUTH OF STATION, 15 FEET NORTHEAST OF THE
 NL0569'CENTERLINE OF PARK DRIVE, 84.5 FEET SOUTH OF THE S CURB OF LAKE
 NL0569'SHORE DRIVE.  MARK IS FLUSH WITH THE GROUND.  DISK IS STAMPED
 NL0569'STORM, NO. 2, 1940.
 NL0569'
 NL0569'STORM LAKE MAGNETIC STATION IS EAST OF THE STATION, IN THE
 NL0569'NORTHEAST PART OF THE PARK.  MARK IS 77.5 FT. SOUTH OF SOUTH
 NL0569'CURB OF LAKE SHORE DRIVE, 79 FEET WEST OF CENTERLINE OF
 NL0569'CONCRETE WALK, 25 FEET WEST OF POWER LINE POLE.  MARK IS A
 NL0569'STANDARD MAGNETIC STATION DISK SET IN TOP OF 6 INCH SQUARE
 NL0569'LIMESTONE POST PROJECTING 2 INCHES.
 NL0569'
 NL0569'AZIMUTH MARK IS ABOUT 0.7 MILE WEST OF STATION ON A LOW SAND
 NL0569'SPIT JUTTING OUT FROM THE NORTH SHORE OF STORM LAKE, MARK IS
 NL0569'ON THE SOUTH EDGE OF A ROAD RUNNING AROUND EDGE OF SPIT, ABOUT
 NL0569'25 FEET NORTH OF WATERS EDGE, AND PROJECTS 6 INCHES.  DISK IS
 NL0569'STAMPED STORM, 1940.
 NL0569'
 NL0569'TO REACH AZIMUTH MARK FROM STATION, GO WEST ON LAKE SHORE DRIVE
 NL0569'FOR 0.5 MILE TO WHERE PAVEMENT ENDS, CONTINUE WESTERLY ON
 NL0569'WINDING GRAVEL ROAD FOR 0.15 MILE TO ENTRANCE OF PETERSON
 NL0569'ICE CO. ON LEFT.  TURN LEFT THROUGH GATE AND GO SOUTH 0.5 MILE
 NL0569'TO WEST END OF LARGE 5 GABLED ICE HOUSE.  TURN RIGHT OR WEST
 NL0569'AND FOLLOW ROAD DOWN SAND SPIT FOR 0.15 MILE TO AZIMUTH MARK ON
 NL0569'LEFT.
 NL0569'
 NL0569'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NL0569
 NL0569                          STATION RECOVERY (1967)
 NL0569
 NL0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NL0569'STATION RECOVERED AND STATION AND R.M. NO. 2 FOUND IN GOOD
 NL0569'CONDITION.  R.M. NO. 1 WAS NOT RECOVERED AND HAD EVIDENTLY BEEN
 NL0569'DESTROYED.  THE AZIMUTH MARK WAS NOT RECOVERED AND INDICATIONS
 NL0569'WERE THAT IT HAD ALSO BEEN DESTROYED.  IT DID NOT APPEAR THAT
 NL0569'THE AZIMUTH MARK WOULD BE VISIBLE FROM THE GROUND AT THE
 NL0569'STATION IF IT WAS STILL IN PLACE AND NO OTHER OBJECTS WERE
 NL0569'VISIBLE.
 NL0569'
 NL0569'A REPORT WAS RECEIVED THAT THE DISK HAD BEEN INADVERTENTLY
 NL0569'REMOVED FROM STORM LAKE MAGNETIC STATION.  THIS DISK WAS RESET
 NL0569'IN THE DRILL HOLE IN THE LIMESTONE POST BY PARK PERSONNEL.
 NL0569'ADDITIONAL REPAIRS WERE MADE AT THE TIME OF RECOVERY.  ONE
 NL0569'NEW REFERENCE MARK WAS ESTABLISHED.
 NL0569'
 NL0569'THE STATION IS NEAR THE NORTHWEST CORNER OF CHAUTAUQUA PARK,
 NL0569'AT THE SOUTH EDGE OF STORM LAKE (CITY) AND AT THE NORTH OF
 NL0569'THE LAKE.  IT IS 65 FEET SOUTH OF THE SOUTH CURB OF LAKE
 NL0569'SHORE DRIVE AND 36 FEET WEST-SOUTHWEST OF A WORLD WAR TWO
 NL0569'MONUMENT.  THE MARK IS FLUSH AND THE DISK IS STAMPED STORM 1940.
 NL0569'
 NL0569'R.M. NO. 2 IS 84.5 FEET SOUTH OF THE SOUTH CURB OF LAKE SHORE
 NL0569'DRIVE, 15 FEET NORTHEAST OF THE CENTER OF A PARK DRIVE AND IS
 NL0569'FLUSH WITH THE GROUND.  THE DISK IS STAMPED STORM NO 2 1940.
 NL0569'
 NL0569'R.M. NO. 3 IS 41 FEET SOUTH OF THE CENTERLINE OF LAKE SHORE
 NL0569'DRIVE, 29.2 FEET NORTH OF THE NORTHWEST CORNER OF THE MONUMENT
 NL0569'AND 0.3 FOOT SOUTH OF THE NORTH EDGE OF THE SIDEWALK.  A
 NL0569'STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 NL0569'SIDEWALK.  THE MARK IS FLUSH WITH THE SIDEWALK AND THE DISK
 NL0569'IS STAMPED STORM 1940 NO 3 1967.
 NL0569'
 NL0569'STORM LAKE MAGNETIC STATION IS IN THE NORTHEAST PART OF
 NL0569'CHAUTAUQUA PARK, 140 FEET NORTH-NORTHWEST OF THE NORTHWEST
 NL0569'CORNER OF A BRICK PARK BUILDING AND 36 FEET NORTH-NORTHWEST OF A
 NL0569'POLE WITH PARK LIGHT.  IT IS A STANDARD MAGNETIC STATION DISK
 NL0569'CEMENTED IN THE TOP OF A 6-INCH SQUARE LIMESTONE POST PROJECTING
 NL0569'2 INCHES.
 NL0569'
 NL0569'R.M. NO. 2 TO R.M. NO. 3 = 138.43 FEET (42.193 METERS).
 NL0569'
 NL0569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT STORM
 NL0569'LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0258 ***********************************************************************
 NL0258  DESIGNATION -  STORM LAKE
 NL0258  PID         -  NL0258
 NL0258  STATE/COUNTY-  IA/BUENA VISTA
 NL0258  USGS QUAD   -  STORM LAKE (1979)
 NL0258
 NL0258                         *CURRENT SURVEY CONTROL
 NL0258  ___________________________________________________________________
 NL0258* NAD 83(1986)-  42 38 33.     (N)    095 12 09.     (W)     SCALED    
 NL0258* NAVD 88     -       437.204  (meters)    1434.39   (feet)  ADJUSTED  
 NL0258  ___________________________________________________________________
 NL0258  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 NL0258  DYNAMIC HT  -         437.052 (meters)    1433.89  (feet)  COMP
 NL0258  MODELED GRAV-     980,260.3   (mgal)                       NAVD 88
 NL0258
 NL0258  VERT ORDER  -  SECOND    CLASS 0
 NL0258
 NL0258.The horizontal coordinates were scaled from a topographic map and have
 NL0258.an estimated accuracy of +/- 6 seconds.
 NL0258
 NL0258.The orthometric height was determined by differential leveling
 NL0258.and adjusted by the National Geodetic Survey in June 1991..
 NL0258
 NL0258.The geoid height was determined by GEOID03.
 NL0258
 NL0258.The dynamic height is computed by dividing the NAVD 88
 NL0258.geopotential number by the normal gravity value computed on the
 NL0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0258.degrees latitude (g = 980.6199 gals.).
 NL0258
 NL0258.The modeled gravity was interpolated from observed gravity values.
 NL0258
 NL0258;                    North         East    Units  Estimated Accuracy
 NL0258;SPC IA N     - 1,128,310.    1,360,390.      MT  (+/- 180 meters Scaled)
 NL0258
 NL0258                          SUPERSEDED SURVEY CONTROL
 NL0258
 NL0258  NGVD 29 (??/??/92)  437.073  (m)         1433.96   (f) ADJ UNCH    2 0
 NL0258
 NL0258.Superseded values are not recommended for survey control.
 NL0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0258.See file dsdata.txt to determine how the superseded data were derived.
 NL0258
 NL0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH194234(NAD 83)
 NL0258_MARKER: DB = BENCH MARK DISK
 NL0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0258_SP_SET: WATER TANK FOUNDATION
 NL0258_STAMPING: STORM LAKE 1934
 NL0258_MARK LOGO: CGS   
 NL0258_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0258
 NL0258  HISTORY     - Date     Condition        Report By
 NL0258  HISTORY     - 1934     MONUMENTED       CGS
 NL0258  HISTORY     - 20000404 GOOD             AERSVC
 NL0258
 NL0258                          STATION DESCRIPTION
 NL0258
 NL0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0258'AT STORM LAKE.
 NL0258'AT STORM LAKE, 65 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF
 NL0258'THE ILLINOIS CENTRAL RAILROAD STATION, AT THE CITY WATER TANK,
 NL0258'IN THE CENTER OF THE TOP OF THE FOUNDATION, AND 1.4 FEET
 NL0258'SOUTHWEST OF THE NORTHEAST CORNER OF THE FOUNDATION.  A STANDARD
 NL0258'DISK, STAMPED STORM LAKE 1934.
 NL0258
 NL0258                          STATION RECOVERY (2000)
 NL0258
 NL0258'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0258'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0563 ***********************************************************************
 NL0563  DESIGNATION -  STORM LAKE MAG STATION RESET
 NL0563  PID         -  NL0563
 NL0563  STATE/COUNTY-  IA/BUENA VISTA
 NL0563  USGS QUAD   -  STORM LAKE (1979)
 NL0563
 NL0563                         *CURRENT SURVEY CONTROL
 NL0563  ___________________________________________________________________
 NL0563* NAD 83(1996)-  42 38 09.83452(N)    095 11 42.03862(W)     ADJUSTED  
 NL0563* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 NL0563  ___________________________________________________________________
 NL0563  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 NL0563  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 NL0563
 NL0563  HORZ ORDER  -  SECOND
 NL0563
 NL0563.The horizontal coordinates were established by classical geodetic methods
 NL0563.and adjusted by the National Geodetic Survey in May 1999..
 NL0563
 NL0563.The orthometric height was scaled from a topographic map.
 NL0563
 NL0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0563
 NL0563.The geoid height was determined by GEOID03.
 NL0563
 NL0563;                    North         East     Units Scale Factor Converg.
 NL0563;SPC IA N     - 1,127,583.615 1,360,991.160   MT  0.99994552   -1 08 55.6
 NL0563;UTM  15      - 4,722,737.326   320,032.300   MT  0.99999849   -1 29 13.8
 NL0563
 NL0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0563!SPC IA N     -   0.99993513  x   0.99994552  =   0.99988065
 NL0563!UTM  15      -   0.99993513  x   0.99999849  =   0.99993362
 NL0563
 NL0563                          SUPERSEDED SURVEY CONTROL
 NL0563
 NL0563  NAD 83(1996)-  42 38 09.83451(N)    095 11 42.03858(W) AD(       ) 2
 NL0563  NAD 83(1986)-  42 38 09.83203(N)    095 11 42.03677(W) AD(       ) 2
 NL0563  NAD 27      -  42 38 09.90500(N)    095 11 41.04500(W) AD(       ) 2
 NL0563
 NL0563.Superseded values are not recommended for survey control.
 NL0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0563.See file dsdata.txt to determine how the superseded data were derived.
 NL0563
 NL0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2003222737(NAD 83)
 NL0563_MARKER: DS = TRIANGULATION STATION DISK
 NL0563_SETTING: 0 = UNSPECIFIED SETTING
 NL0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0563
 NL0563  HISTORY     - Date     Condition        Report By
 NL0563  HISTORY     - 1940     MONUMENTED       CGS
 NL0563
 NL0563                          STATION DESCRIPTION
 NL0563
 NL0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0563'STATION IS IN THE NE CORNER OF THE CITY PARK ON THE NORTH
 NL0563'SHORE OF STORM LAKE.  IT IS 77.5 FT. SOUTH OF THE STREET CURB
 NL0563'LINE, 79 FT. EAST OF THE CENTERLINE OF A CONCRETE WALK, 147.5
 NL0563'FT. NORTHEAST OF THE NORTHEAST CORNER OF WOMENS TOILET, AND
 NL0563'25 FT. WEST OF A POWER LINE POLE.  IT IS MARKED BY A STANDARD
 NL0563'DISK SET IN THE TOP OF A BEDFORD LIMESTONE POST 6 BY 6 BY 30
 NL0563'INCHES SET FLUSH WITH THE GROUND.  TRIANGULATION STATION
 NL0563'STORM 1940 IS 248.09 M. WEST IN THE NORTHWEST CORNER OF THE
 NL0563'PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0568 ***********************************************************************
 NL0568  DESIGNATION -  STORM LAKE MUNICIPAL TANK
 NL0568  PID         -  NL0568
 NL0568  STATE/COUNTY-  IA/BUENA VISTA
 NL0568  USGS QUAD   -  STORM LAKE (1979)
 NL0568
 NL0568                         *CURRENT SURVEY CONTROL
 NL0568  ___________________________________________________________________
 NL0568* NAD 83(1996)-  42 38 33.68428(N)    095 12 09.01670(W)     ADJUSTED  
 NL0568* NAVD 88     -                                                        
 NL0568  ___________________________________________________________________
 NL0568  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 NL0568  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 NL0568
 NL0568  HORZ ORDER  -  THIRD
 NL0568
 NL0568.The horizontal coordinates were established by classical geodetic methods
 NL0568.and adjusted by the National Geodetic Survey in May 1999..
 NL0568
 NL0568
 NL0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0568
 NL0568.The geoid height was determined by GEOID03.
 NL0568
 NL0568;                    North         East     Units Scale Factor Converg.
 NL0568;SPC IA N     - 1,128,331.711 1,360,391.482   MT  0.99994546   -1 09 13.9
 NL0568;UTM  15      - 4,723,488.992   319,437.020   MT  1.00000113   -1 29 32.8
 NL0568
 NL0568                          SUPERSEDED SURVEY CONTROL
 NL0568
 NL0568  NAD 83(1996)-  42 38 33.68426(N)    095 12 09.01665(W) AD(       ) 4
 NL0568  NAD 83(1986)-  42 38 33.68255(N)    095 12 09.01469(W) AD(       ) 4
 NL0568  NAD 27      -  42 38 33.76100(N)    095 12 08.02700(W) AD(       ) 3
 NL0568
 NL0568.Superseded values are not recommended for survey control.
 NL0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0568.See file dsdata.txt to determine how the superseded data were derived.
 NL0568
 NL0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1943723489(NAD 83)
 NL0568_MARKER: 53 = ELEVATED TANK
 NL0568
 NL0568  HISTORY     - Date     Condition        Report By
 NL0568  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0568  HISTORY     - 1950     GOOD             CGS
 NL0568
 NL0568                          STATION DESCRIPTION
 NL0568
 NL0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0568'STORM LAKE MUNI. TANK IS IN SOUTHWEST PART OF BUSINESS DISTRICT
 NL0568'OF STORM LAKE, SOUTH OF ILL. CENTRAL RAILROAD TRACKS, SOUTHWEST
 NL0568'OF THE DEPOT, ON SMALL PLOT OF GROUND IN NORTHEAST PART OF
 NL0568'BLOCK FORMED BY AN ALLEY PARALLELING RAILROAD TRACKS, MICHIGAN
 NL0568'STREET, W. 3RD STREET, AND GENESO STREET, AND 40 FEET SOUTHWEST
 NL0568'OF RAILROAD WATER TANK.
 NL0568'
 NL0568'TANK AND SUPPORTING TOWER ARE OF ALL STEEL CONSTRUCTION,
 NL0568'MOUNTED ON SIX LEGS, PAINTED ALUMINUM, ABOUT 130 FEET HIGH,
 NL0568'WITH ROUND BALL AND LIGHT CENTERED ON TOP.  LETTERING STORM
 NL0568'LAKE, ON NORTHEAST SIDE.
 NL0568
 NL0568                          STATION RECOVERY (1950)
 NL0568
 NL0568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0568'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF THE BUSINESS
 NL0568'DISTRICT IN STORM LAKE AND ABOUT 350 FEET SOUTHWEST OF THE
 NL0568'RAILROAD DEPOT.  IT IS ABOUT 150 FEET HIGH, HAS 6-LEGS AND IS
 NL0568'PAINTED SILVER.
 NL0568'
 NL0568'THE POINT INTERSECTED WAS THE BALL ON TOP.
 NL0568'
 NL0568'NOTE--THIS STATION WAS ESTABLISHED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0570 ***********************************************************************
 NL0570  DESIGNATION -  STORM LAKE PUB SER PWR STK
 NL0570  PID         -  NL0570
 NL0570  STATE/COUNTY-  IA/BUENA VISTA
 NL0570  USGS QUAD   -  STORM LAKE (1979)
 NL0570
 NL0570                         *CURRENT SURVEY CONTROL
 NL0570  ___________________________________________________________________
 NL0570* NAD 83(1996)-  42 39 20.80572(N)    095 14 53.83691(W)     ADJUSTED  
 NL0570* NAVD 88     -                                                        
 NL0570  ___________________________________________________________________
 NL0570  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 NL0570  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 NL0570
 NL0570  HORZ ORDER  -  THIRD
 NL0570
 NL0570.The horizontal coordinates were established by classical geodetic methods
 NL0570.and adjusted by the National Geodetic Survey in May 1999..
 NL0570
 NL0570
 NL0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0570
 NL0570.The geoid height was determined by GEOID03.
 NL0570
 NL0570;                    North         East     Units Scale Factor Converg.
 NL0570;SPC IA N     - 1,129,861.980 1,356,667.754   MT  0.99994539   -1 11 05.6
 NL0570;UTM  15      - 4,725,041.350   315,722.166   MT  1.00001781   -1 31 25.9
 NL0570
 NL0570                          SUPERSEDED SURVEY CONTROL
 NL0570
 NL0570  NAD 83(1996)-  42 39 20.80576(N)    095 14 53.83680(W) AD(       ) 4
 NL0570  NAD 83(1986)-  42 39 20.80448(N)    095 14 53.83459(W) AD(       ) 4
 NL0570  NAD 27      -  42 39 20.87700(N)    095 14 52.84200(W) AD(       ) 3
 NL0570
 NL0570.Superseded values are not recommended for survey control.
 NL0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0570.See file dsdata.txt to determine how the superseded data were derived.
 NL0570
 NL0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1572225041(NAD 83)
 NL0570_MARKER: 63 = STACK
 NL0570
 NL0570  HISTORY     - Date     Condition        Report By
 NL0570  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0570
 NL0570                          STATION DESCRIPTION
 NL0570
 NL0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0570'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF STORM
 NL0570'LAKE.  THE STACK IS BUILT OF CONCRETE AND ABOUT 200 FEET
 NL0570'HIGH.  IT IS LOCATED 30 FEET NORTH OF THE CENTERLINE OF A
 NL0570'DRIVEWAY AND 10 FEET WEST OF THE CENTERLINE OF A DRIVEWAY.
 NL0570'
 NL0570'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 NL0570'AND STATE HIGHWAY 5 AT THE NORTH EDGE OF STORM LAKE, GO NORTHWEST
 NL0570'ON STATE HIGHWAY 5 FOR 2.55 MILE TO A CROSSROADS.  TURN
 NL0570'LEFT AND GO 0.15 MILE TO A T-ROAD LEFT.  TURN LEFT FOR 0.05
 NL0570'MILE TO STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0564 ***********************************************************************
 NL0564  DESIGNATION -  STORM LAKE RAD STA KAYL MAST
 NL0564  PID         -  NL0564
 NL0564  STATE/COUNTY-  IA/BUENA VISTA
 NL0564  USGS QUAD   -  STORM LAKE (1979)
 NL0564
 NL0564                         *CURRENT SURVEY CONTROL
 NL0564  ___________________________________________________________________
 NL0564* NAD 83(1996)-  42 38 04.87240(N)    095 10 10.79671(W)     ADJUSTED  
 NL0564* NAVD 88     -                                                        
 NL0564  ___________________________________________________________________
 NL0564  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 NL0564  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 NL0564
 NL0564  HORZ ORDER  -  THIRD
 NL0564
 NL0564.The horizontal coordinates were established by classical geodetic methods
 NL0564.and adjusted by the National Geodetic Survey in May 1999..
 NL0564
 NL0564
 NL0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0564
 NL0564.The geoid height was determined by GEOID03.
 NL0564
 NL0564;                    North         East     Units Scale Factor Converg.
 NL0564;SPC IA N     - 1,127,389.173 1,363,066.421   MT  0.99994553   -1 07 53.8
 NL0564;UTM  15      - 4,722,530.622   322,106.477   MT  0.99998936   -1 28 11.8
 NL0564
 NL0564                          SUPERSEDED SURVEY CONTROL
 NL0564
 NL0564  NAD 83(1996)-  42 38 04.87236(N)    095 10 10.79656(W) AD(       ) 4
 NL0564  NAD 83(1986)-  42 38 04.87061(N)    095 10 10.79480(W) AD(       ) 4
 NL0564  NAD 27      -  42 38 04.94100(N)    095 10 09.81300(W) AD(       ) 3
 NL0564
 NL0564.Superseded values are not recommended for survey control.
 NL0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0564.See file dsdata.txt to determine how the superseded data were derived.
 NL0564
 NL0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2210622531(NAD 83)
 NL0564_MARKER: 42 = RADIO/TV MAST
 NL0564
 NL0564  HISTORY     - Date     Condition        Report By
 NL0564  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0564
 NL0564                          STATION DESCRIPTION
 NL0564
 NL0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0564'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF THE
 NL0564'MAIN DISTRICT IN STORM LAKE.  IT IS 384 FEET HIGH, PAINTED
 NL0564'RED AND WHITE AND ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY 71.
 NL0564'
 NL0564'TO REACH THE STATION FROM THE CITIZENS NATIONAL BANK IN STORM
 NL0564'LAKE, GO SOUTH ON THE MAIN STREET FOR 0.55 MILE TO A
 NL0564'T-INTERSECTION.  TURN LEFT (EAST) FOR 2.05 MILES TO A SIDE
 NL0564'ROAD LEFT.  TURN LEFT (NORTH) 0.1 MILE TO A SIDE ROAD RIGHT.
 NL0564'TURN RIGHT (EAST) FOR 0.05 MILE TO STATION AS DESCRIBED.
 NL0564'
 NL0564'THE POINT INTERSECTED WAS THE EXTREME TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0562 ***********************************************************************
 NL0562  DESIGNATION -  STORM LAKE ST MARYS CATH CH
 NL0562  PID         -  NL0562
 NL0562  STATE/COUNTY-  IA/BUENA VISTA
 NL0562  USGS QUAD   -  STORM LAKE (1979)
 NL0562
 NL0562                         *CURRENT SURVEY CONTROL
 NL0562  ___________________________________________________________________
 NL0562* NAD 83(1996)-  42 38 26.33220(N)    095 11 49.78045(W)     ADJUSTED  
 NL0562* NAVD 88     -                                                        
 NL0562  ___________________________________________________________________
 NL0562  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 NL0562  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 NL0562
 NL0562  HORZ ORDER  -  THIRD
 NL0562
 NL0562.The horizontal coordinates were established by classical geodetic methods
 NL0562.and adjusted by the National Geodetic Survey in May 1999..
 NL0562
 NL0562
 NL0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0562
 NL0562.The geoid height was determined by GEOID03.
 NL0562
 NL0562;                    North         East     Units Scale Factor Converg.
 NL0562;SPC IA N     - 1,128,096.094 1,360,825.038   MT  0.99994548   -1 09 00.9
 NL0562;UTM  15      - 4,723,250.805   319,869.200   MT  0.99999921   -1 29 19.5
 NL0562
 NL0562                          SUPERSEDED SURVEY CONTROL
 NL0562
 NL0562  NAD 83(1996)-  42 38 26.33218(N)    095 11 49.78036(W) AD(       ) 4
 NL0562  NAD 83(1986)-  42 38 26.33049(N)    095 11 49.77829(W) AD(       ) 4
 NL0562  NAD 27      -  42 38 26.40400(N)    095 11 48.78700(W) AD(       ) 3
 NL0562
 NL0562.Superseded values are not recommended for survey control.
 NL0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0562.See file dsdata.txt to determine how the superseded data were derived.
 NL0562
 NL0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1986923251(NAD 83)
 NL0562_MARKER: 90 = CHURCH SPIRE
 NL0562
 NL0562  HISTORY     - Date     Condition        Report By
 NL0562  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0562  HISTORY     - 1950     GOOD             CGS
 NL0562
 NL0562                          STATION DESCRIPTION
 NL0562
 NL0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0562'STORM LAKE, ST. MARYS CHURCH, SPIRE IS ON THE SOUTHWEST CORNER
 NL0562'OF THE INTERSECTION OF THIRD AND SENECA STREETS IN THE CITY OF
 NL0562'STORM LAKE.
 NL0562'
 NL0562'THE SPIRE IS ON THE EAST END OF THE BUILDING, ROOFED WITH GREEN
 NL0562'SHINGLES, AND HAS AN ALUMINUM CROSS CENTERED AT THE TOP.
 NL0562
 NL0562                          STATION RECOVERY (1950)
 NL0562
 NL0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0562'THE STATION IS LOCATED ON THE CORNER OF EAST 3RD STREET AND
 NL0562'SENECA.  IT IS ABOUT 60 FEET SOUTH OF EAST 3RD STREET AND
 NL0562'ABOUT 70 FEET WEST OF SENECA STREET.  THE SPIRE IS ABOUT
 NL0562'150 FEET HIGH AND HAS A CROSS ON TOP.
 NL0562'
 NL0562'THE POINT INTERSECTED WAS THE CROSS ON TOP.
 NL0562'
 NL0562'NOTE--THIS STATION WAS ESTABLISHED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0566 ***********************************************************************
 NL0566  DESIGNATION -  STORM LAKE ST POL KAA 971 MAST
 NL0566  PID         -  NL0566
 NL0566  STATE/COUNTY-  IA/BUENA VISTA
 NL0566  USGS QUAD   -  STORM LAKE (1979)
 NL0566
 NL0566                         *CURRENT SURVEY CONTROL
 NL0566  ___________________________________________________________________
 NL0566* NAD 83(1996)-  42 38 09.44846(N)    095 11 13.15571(W)     ADJUSTED  
 NL0566* NAVD 88     -                                                        
 NL0566  ___________________________________________________________________
 NL0566  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 NL0566  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 NL0566
 NL0566  HORZ ORDER  -  THIRD
 NL0566
 NL0566.The horizontal coordinates were established by classical geodetic methods
 NL0566.and adjusted by the National Geodetic Survey in May 1999..
 NL0566
 NL0566
 NL0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0566
 NL0566.The geoid height was determined by GEOID03.
 NL0566
 NL0566;                    North         East     Units Scale Factor Converg.
 NL0566;SPC IA N     - 1,127,558.544 1,361,648.809   MT  0.99994552   -1 08 36.0
 NL0566;UTM  15      - 4,722,708.370   320,689.823   MT  0.99999558   -1 28 54.2
 NL0566
 NL0566                          SUPERSEDED SURVEY CONTROL
 NL0566
 NL0566  NAD 83(1996)-  42 38 09.44844(N)    095 11 13.15556(W) AD(       ) 4
 NL0566  NAD 83(1986)-  42 38 09.44678(N)    095 11 13.15378(W) AD(       ) 4
 NL0566  NAD 27      -  42 38 09.52000(N)    095 11 12.16700(W) AD(       ) 3
 NL0566
 NL0566.Superseded values are not recommended for survey control.
 NL0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0566.See file dsdata.txt to determine how the superseded data were derived.
 NL0566
 NL0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2069022708(NAD 83)
 NL0566_MARKER: 42 = RADIO/TV MAST
 NL0566
 NL0566  HISTORY     - Date     Condition        Report By
 NL0566  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0566
 NL0566                          STATION DESCRIPTION
 NL0566
 NL0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0566'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE BUSINESS
 NL0566'DISTRICT IN STORM LAKE.  IT IS ABOUT 0.05 MILE NORTH OF U.S.
 NL0566'HIGHWAY 71.  THE MAST IS ABOUT 300 FEET HIGH AND IS PAINTED
 NL0566'RED AND WHITE.
 NL0566'
 NL0566'TO REACH THE STATION FROM THE CITIZENS NATIONAL BANK IN
 NL0566'STORM LAKE, GO SOUTH ON THE MAIN STREET FOR 0.55 MILE TO A
 NL0566'T-INTERSECTION.  TURN LEFT (EAST) FOR 0.65 MILE TO STATION
 NL0566'ON LEFT AS DESCRIBED.
 NL0566'
 NL0566'THE POINT INTERSECTED WAS THE EXTREME TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0936 ***********************************************************************
 NL0936  CBN         -  This is a Cooperative Base Network Control Station.
 NL0936  PACS        -  This is a Primary Airport Control Station.
 NL0936  DESIGNATION -  STORMPORT
 NL0936  PID         -  NL0936
 NL0936  STATE/COUNTY-  IA/BUENA VISTA
 NL0936  USGS QUAD   -  LAKESIDE (1979)
 NL0936
 NL0936                         *CURRENT SURVEY CONTROL
 NL0936  ___________________________________________________________________
 NL0936* NAD 83(1996)-  42 36 06.09839(N)    095 14 27.24884(W)     ADJUSTED  
 NL0936* NAVD 88     -       448.91   (meters)    1472.8    (feet)  GPS OBS   
 NL0936  ___________________________________________________________________
 NL0936  X           -    -429,526.993 (meters)                     COMP
 NL0936  Y           -  -4,682,668.437 (meters)                     COMP
 NL0936  Z           -   4,295,321.338 (meters)                     COMP
 NL0936  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 NL0936  ELLIP HEIGHT-         420.56  (meters)          (06/15/04) GPS OBS
 NL0936  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 NL0936
 NL0936  HORZ ORDER  -  B
 NL0936  ELLP ORDER  -  FOURTH    CLASS I
 NL0936
 NL0936.This mark is at Storm Lake Municipal Airport (SLB)
 NL0936
 NL0936.The horizontal coordinates were established by GPS observations
 NL0936.and adjusted by the National Geodetic Survey in August 1997..
 NL0936
 NL0936.The orthometric height was determined by GPS observations and a
 NL0936.high-resolution geoid model.
 NL0936
 NL0936.GPS derived orthometric heights for airport stations designated as
 NL0936.PACS or SACS are published to 2 decimal places.  This maintains
 NL0936.centimeter relative accuracy between the PACS and SACS.  It does
 NL0936.not indicate centimeter accuracy relative to other marks which are
 NL0936.part of the NAVD 88 network.
 NL0936
 NL0936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0936
 NL0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0936
 NL0936.The ellipsoidal height was determined by GPS observations
 NL0936.and is referenced to NAD 83.
 NL0936
 NL0936.The geoid height was determined by GEOID03.
 NL0936
 NL0936;                    North         East     Units Scale Factor Converg.
 NL0936;SPC IA N     - 1,123,842.984 1,357,149.461   MT  0.99994603   -1 10 47.6
 NL0936;UTM  15      - 4,719,019.188   316,168.371   MT  1.00001579   -1 31 02.2
 NL0936
 NL0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0936!SPC IA N     -   0.99993405  x   0.99994603  =   0.99988008
 NL0936!UTM  15      -   0.99993405  x   1.00001579  =   0.99994984
 NL0936
 NL0936:                Primary Azimuth Mark                     Grid Az
 NL0936:SPC IA N     -  STORMPORT AZ MK                          135 09 23.3
 NL0936:UTM  15      -  STORMPORT AZ MK                          135 29 37.9
 NL0936
 NL0936|---------------------------------------------------------------------|
 NL0936| PID    Reference Object                     Distance      Geod. Az  |
 NL0936|                                                           dddmmss.s |
 NL0936| NL0937 STORMPORT AZ MK                     APPROX. 0.6 KM 1335835.7 |
 NL0936| AI1965 SLB A                               332.332 METERS 31442     |
 NL0936|---------------------------------------------------------------------|
 NL0936
 NL0936                          SUPERSEDED SURVEY CONTROL
 NL0936
 NL0936  ELLIP H (08/25/97)  420.58   (m)                       GP(       ) 4 1
 NL0936  NAD 83(1986)-  42 36 06.09729(N)    095 14 27.24994(W) AD(       ) 3
 NL0936  NGVD 29 (07/09/90)  448.8    (m)         1472.     (f) GPS OBS        
 NL0936
 NL0936.Superseded values are not recommended for survey control.
 NL0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0936.See file dsdata.txt to determine how the superseded data were derived.
 NL0936
 NL0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1616819019(NAD 83)
 NL0936_MARKER: I = METAL ROD
 NL0936_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NL0936_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NL0936_STAMPING: STORMPORT 1989
 NL0936_MARK LOGO: NGS   
 NL0936_PROJECTION: FLUSH
 NL0936_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0936+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2002
 NL0936_ROD/PIPE-DEPTH: 5.7  meters
 NL0936_SLEEVE-DEPTH  : 0.91 meters
 NL0936
 NL0936  HISTORY     - Date     Condition        Report By
 NL0936  HISTORY     - 1989     MONUMENTED       NGS
 NL0936  HISTORY     - 19960911 GOOD             NGS
 NL0936  HISTORY     - 19990807 GOOD             NGS
 NL0936  HISTORY     - 20000404 GOOD             AERSVC
 NL0936  HISTORY     - 20020308 GOOD             JCLS
 NL0936  HISTORY     - 20020315 GOOD             JCLS
 NL0936
 NL0936                          STATION DESCRIPTION
 NL0936
 NL0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NL0936'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTHWEST OF STORM LAKE
 NL0936'AT THE STORM LAKE MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE
 NL0936'ENTRANCE RAMP AND RUNWAY 13-31.  OWNERSHIP--CITY OF STORM LAKE, CITY
 NL0936'HALL, STORM LAKE, IA 50588, PHONE (712) 732-5730.  THE AIRPORT MANAGER
 NL0936'IS JIM BARTHOLOMEW, PHONE (712) 732-6494.
 NL0936'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 71 AND STATE
 NL0936'HIGHWAY 7, ON THE NORTH SIDE OF STORM LAKE, GO WEST ON STATE HIGHWAY 7
 NL0936'FOR 2.49 KM (1.55 MI) TO THE INTERSECTION OF STATE HIGHWAY 110.  TURN
 NL0936'LEFT, SOUTHWEST, ON STATE HIGHWAY 110 FOR 5.36 KM (3.35 MI) TO THE
 NL0936'JUNCTION OF THE NORTH FORK OF COUNTY ROAD 65.  TURN LEFT, SOUTH, ON
 NL0936'COUNTY ROAD 65 FOR 0.23 KM (0.15 MI) TO A STOP SIGN FOR THE WEST FORK
 NL0936'OF COUNTY ROAD 65 AND THE AIRPORT ENTRANCE ROAD STRAIGHT AHEAD.  CROSS
 NL0936'COUNTY ROAD 65 ONTO THE PAVED AIRPORT ENTRANCE ROAD FOR 0.16 KM
 NL0936'(0.10 MI) TO THE END OF A FENCE AT THE APRON ON THE LEFT.  BEAR LEFT,
 NL0936'SOUTHWEST, ONTO THE APRON AND RAMP FOR 0.18 KM (0.10 MI) TO THE
 NL0936'JUNCTION OF RUNWAY 13-31 AND THE STATION ON THE LEFT.
 NL0936'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NL0936'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NL0936'SURROUNDED BY CONCRETE.  LOCATED ON THE SOUTHEAST SIDE OF THE JUNCTION
 NL0936'OF THE ENTRANCE RAMP AND RUNWAY 13-31, 16.92 M (55.5 FT) SOUTHEAST OF
 NL0936'THE CENTER OF THE ENTRANCE RAMP, 14.2 M (46.6 FT) NORTHEAST OF THE
 NL0936'CENTER OF RUNWAY 13-31, 4.87 M (16.0 FT) SOUTH OF THE FIRST RAMP
 NL0936'BEACON LIGHT NORTHEAST OF THE JUNCTION OF THE RUNWAY AND ENTRANCE RAMP
 NL0936'AND 4.87 M (16.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 NL0936'NOTE--ACCESS TO THE STATION IS HAD THROUGH A 5-INCH LOGO CAP.
 NL0936'DESCRIBED BY M. L. MCCREADY.
 NL0936
 NL0936                          STATION RECOVERY (1996)
 NL0936
 NL0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 NL0936'THE STATION IS 4 MI (6.4 KM) SOUTHWEST OF STORM LAKE AT THE STORM LAKE
 NL0936'MUNICIPAL AIRPORT, AT THE NORTHEAST CORNER OF THE JUNCION OF THE
 NL0936'TAXIWAY AND RUNWAY 13-31.  OWNERSHIP--CITY OF STORM LAKE--173 SCOTT
 NL0936'STREET STORM LAKE, IA 50588.  AIRPORT MANAGER IS JIM BARTHOLOMEW,
 NL0936'PHONE 712-732-6494 OR 712-732-6301 (HOME) .  NOTE--PERMISSION MUST BE
 NL0936'OBTAINED BEFORE ENTERING AIRPORT.  TO REACH THE STATION FROM THE
 NL0936'INTERSECTION OF STATE HIGHWAY 7 AND STATE HIGHWAY 110, GO SOUTH 3.35
 NL0936'MI (5.39 KM) ON STATE HIGHWAY 110.  BEAR LEFT, SOUTHWEST, ON COUNTY
 NL0936'ROAD 65 AND GO 0.1 MI (0.2 KM) TO A STOP SIGN.  CROSS 630TH STREET TO
 NL0936'THE AIPORT ENTRANCE STRAIGHT AHEAD AND GO 0.05 MI (0.08 KM) TO A GATE
 NL0936'ON THE LEFT.  TURN LEFT, EAST, AND GO 0.05 MI (0.08 KM) TO A TURN
 NL0936'RIGHT.  TURN RIGHT, SOUTH-SOUTHWEST, AND GO 0.05 MI (0.08 KM) TO THE
 NL0936'APRON.  TURN RIGHT, WEST, AND GO 0.1 MI (0.2 KM) TO THE TAXIWAY. BEAR
 NL0936'LEFT ON TAXIWAY AND GO 0.05 MI (0.08 KM) TO THE JUNCTION OF THE RUNWAY
 NL0936'AND THE STATION ON THE LEFT.
 NL0936
 NL0936                          STATION RECOVERY (1999)
 NL0936
 NL0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 NL0936'RECOVERED AS DESCRIBED.
 NL0936
 NL0936                          STATION RECOVERY (2000)
 NL0936
 NL0936'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0936'FOUND AS DESCRIBED.
 NL0936
 NL0936                          STATION RECOVERY (2002)
 NL0936
 NL0936'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 NL0936'DESCRIPTION IS ADEQUATE
 NL0936
 NL0936                          STATION RECOVERY (2002)
 NL0936
 NL0936'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 NL0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0937 ***********************************************************************
 NL0937  SACS        -  This is a Secondary Airport Control Station.
 NL0937  DESIGNATION -  STORMPORT AZ MK
 NL0937  PID         -  NL0937
 NL0937  STATE/COUNTY-  IA/BUENA VISTA
 NL0937  USGS QUAD   -  LAKESIDE (1979)
 NL0937
 NL0937                         *CURRENT SURVEY CONTROL
 NL0937  ___________________________________________________________________
 NL0937* NAD 83(1996)-  42 35 52.81849(N)    095 14 08.62081(W)     ADJUSTED  
 NL0937* NAVD 88     -       446.93   (meters)    1466.3    (feet)  GPS OBS   
 NL0937  ___________________________________________________________________
 NL0937  X           -    -429,129.273 (meters)                     COMP
 NL0937  Y           -  -4,682,981.979 (meters)                     COMP
 NL0937  Z           -   4,295,018.334 (meters)                     COMP
 NL0937  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 NL0937  ELLIP HEIGHT-         418.57  (meters)          (05/06/99) GPS OBS
 NL0937  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 NL0937
 NL0937  HORZ ORDER  -  FIRST
 NL0937  ELLP ORDER  -  FOURTH    CLASS I
 NL0937
 NL0937.This mark is at Storm Lake Municipal Airport (SLB)
 NL0937
 NL0937.The horizontal coordinates were established by GPS observations
 NL0937.and adjusted by the National Geodetic Survey in October 1999..
 NL0937
 NL0937.The orthometric height was determined by GPS observations and a
 NL0937.high-resolution geoid model.
 NL0937
 NL0937.GPS derived orthometric heights for airport stations designated as
 NL0937.PACS or SACS are published to 2 decimal places.  This maintains
 NL0937.centimeter relative accuracy between the PACS and SACS.  It does
 NL0937.not indicate centimeter accuracy relative to other marks which are
 NL0937.part of the NAVD 88 network.
 NL0937
 NL0937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0937
 NL0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0937
 NL0937.The ellipsoidal height was determined by GPS observations
 NL0937.and is referenced to NAD 83.
 NL0937
 NL0937.The geoid height was determined by GEOID03.
 NL0937
 NL0937;                    North         East     Units Scale Factor Converg.
 NL0937;SPC IA N     - 1,123,424.585 1,357,565.581   MT  0.99994610   -1 10 35.0
 NL0937;UTM  15      - 4,718,598.317   316,582.049   MT  1.00001392   -1 30 49.2
 NL0937
 NL0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0937!SPC IA N     -   0.99993436  x   0.99994610  =   0.99988046
 NL0937!UTM  15      -   0.99993436  x   1.00001392  =   0.99994828
 NL0937
 NL0937:                Primary Azimuth Mark                     Grid Az
 NL0937:SPC IA N     -  STORMPORT                                315 09 23.3
 NL0937:UTM  15      -  STORMPORT                                315 29 37.5
 NL0937
 NL0937|---------------------------------------------------------------------|
 NL0937| PID    Reference Object                     Distance      Geod. Az  |
 NL0937|                                                           dddmmss.s |
 NL0937| NL0936 STORMPORT                           APPROX. 0.6 KM 3135848.3 |
 NL0937|---------------------------------------------------------------------|
 NL0937
 NL0937                          SUPERSEDED SURVEY CONTROL
 NL0937
 NL0937  ELLIP H (10/04/99)  418.59   (m)                       GP(       ) 5 1
 NL0937  NAD 83(1996)-  42 35 52.81894(N)    095 14 08.61991(W) AD(       ) 3
 NL0937  NAD 83(1996)-  42 35 52.81898(N)    095 14 08.61989(W) AD(       ) 3
 NL0937  NAD 83(1986)-  42 35 52.81766(N)    095 14 08.61852(W) AD(       ) 3
 NL0937  NGVD 29 (07/09/90)  446.8    (m)         1466.     (f) GPS OBS        
 NL0937
 NL0937.Superseded values are not recommended for survey control.
 NL0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0937.See file dsdata.txt to determine how the superseded data were derived.
 NL0937
 NL0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH1658218598(NAD 83)
 NL0937_MARKER: I = METAL ROD
 NL0937_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NL0937_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NL0937_STAMPING: STORMPORT AZ MK 1989
 NL0937_MARK LOGO: NGS   
 NL0937_PROJECTION: FLUSH
 NL0937_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0937+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1999
 NL0937_ROD/PIPE-DEPTH: 6.1  meters
 NL0937_SLEEVE-DEPTH  : 0.91 meters
 NL0937
 NL0937  HISTORY     - Date     Condition        Report By
 NL0937  HISTORY     - 1989     MONUMENTED       NGS
 NL0937  HISTORY     - 19990807 GOOD             NGS
 NL0937
 NL0937                          STATION DESCRIPTION
 NL0937
 NL0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NL0937'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTHWEST OF STORM LAKE,
 NL0937'AT THE MUNICIPAL AIRPORT, AND ON THE NORTHWEST SIDE OF THE TURN-AROUND
 NL0937'AT THE END OF RUNWAY 31.  OWNERSHIP--CITY OF STORM LAKE, STORM LAKE,
 NL0937'IA 5O588, PHONE (712) 732-5730.  THE AIRPORT MANAGER IS JIM
 NL0937'BARTHOLOMEW, PHONE (712) 732-6494.
 NL0937'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 71 AND STATE
 NL0937'HIGHWAY 7 ON THE NORTH SIDE OF STORM LAKE, GO WEST ON STATE HIGHWAY 7
 NL0937'FOR 2.49 KM (1.55 MI) TO THE JUNCTION OF STATE HIGHWAY 110.  TURN
 NL0937'LEFT, SOUTHWEST, ON STATE HIGHWAY 110 FOR 5.36 KM (3.35 MI) TO THE
 NL0937'NORTH FORK OF COUNTY ROAD 65.  TURN LEFT, SOUTH, ON THE NORTH FORK OF
 NL0937'COUNTY ROAD 65 FOR 0.23 KM (0.15 MI) TO A STOP SIGN FOR WEST FORK OF
 NL0937'COUNTY ROAD 65 AND THE AIRPORT ENTRANCE ROAD STRAIGHT AHEAD.  CROSS
 NL0937'COUNTY ROAD 65 ONTO THE PAVED AIRPORT ENTRANCE ROAD FOR 0.16 KM
 NL0937'(0.10 MI) TO THE END OF A FENCE AT THE APRON ON THE LEFT.  BEAR LEFT,
 NL0937'SOUTHWEST, ON THE APRON AND RAMP FOR 0.18 KM (0.10 MI) TO THE JUNCTION
 NL0937'OF RUNWAY 13-31.  TURN LEFT, SOUTHEAST, FOR 0.64 KM (0.40 MI) ALONG
 NL0937'THE RUNWAY TO THE NORTHWEST END OF THE TURN-AROUND AT THE END OF
 NL0937'RUNWAY 31 AND THE STATION ON THE LEFT.
 NL0937'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NL0937'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NL0937'SURROUNDED BY CONCRETE.  LOCATED 19.05 M (62.5 FT) EAST-SOUTHEAST OF
 NL0937'FIRST RUNWAY BEACON LIGHT NORTHWEST OF THE END OF RUNWAY 31, 15.14 M
 NL0937'(49.7 FT) NORTHEAST OF THE CENTER OF THE RUNWAY AND 0.85 M (2.8 FT)
 NL0937'NORTH-NORTHWEST OF THE NORTH CONCRETE EDGE OF THE TURN-AROUND.
 NL0937'NOTE--ACCESS TO THE STATION IS HAD THROUGH A 5-INCH LOGO CAP.
 NL0937'DESCRIBED BY M. L. MCCREADY.
 NL0937
 NL0937                          STATION RECOVERY (1999)
 NL0937
 NL0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 NL0937'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2153 ***********************************************************************
 AE2153  CBN         -  This is a Cooperative Base Network Control Station.
 AE2153  DESIGNATION -  STORY 11
 AE2153  PID         -  AE2153
 AE2153  STATE/COUNTY-  IA/STORY
 AE2153  USGS QUAD   -  ELKHART (1972)
 AE2153
 AE2153                         *CURRENT SURVEY CONTROL
 AE2153  ___________________________________________________________________
 AE2153* NAD 83(1996)-  41 51 47.92510(N)    093 37 11.80966(W)     ADJUSTED  
 AE2153* NAVD 88     -       310.3    (meters)    1018.     (feet)  GPS OBS   
 AE2153  ___________________________________________________________________
 AE2153  X           -    -300,369.603 (meters)                     COMP
 AE2153  Y           -  -4,747,860.906 (meters)                     COMP
 AE2153  Z           -   4,234,495.943 (meters)                     COMP
 AE2153  LAPLACE CORR-          -7.54  (seconds)                    DEFLEC99
 AE2153  ELLIP HEIGHT-         279.83  (meters)          (06/15/04) GPS OBS
 AE2153  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AE2153
 AE2153  HORZ ORDER  -  B
 AE2153  ELLP ORDER  -  FOURTH    CLASS I
 AE2153
 AE2153.The horizontal coordinates were established by GPS observations
 AE2153.and adjusted by the National Geodetic Survey in August 1997..
 AE2153
 AE2153.The orthometric height was determined by GPS observations and a
 AE2153.high-resolution geoid model.
 AE2153
 AE2153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2153
 AE2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2153
 AE2153.The ellipsoidal height was determined by GPS observations
 AE2153.and is referenced to NAD 83.
 AE2153
 AE2153.The geoid height was determined by GEOID03.
 AE2153
 AE2153;                    North         East     Units Scale Factor Converg.
 AE2153;SPC IA N     - 1,040,362.920 1,490,040.624   MT  1.00004312   -0 04 52.7
 AE2153;UTM  15      - 4,634,785.922   448,547.612   MT  0.99963258   -0 24 49.4
 AE2153
 AE2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2153!SPC IA N     -   0.99995611  x   1.00004312  =   0.99999923
 AE2153!UTM  15      -   0.99995611  x   0.99963258  =   0.99958871
 AE2153
 AE2153                          SUPERSEDED SURVEY CONTROL
 AE2153
 AE2153  ELLIP H (08/25/97)  279.88   (m)                       GP(       ) 4 1
 AE2153
 AE2153.Superseded values are not recommended for survey control.
 AE2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2153.See file dsdata.txt to determine how the superseded data were derived.
 AE2153
 AE2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG4854834786(NAD 83)
 AE2153_MARKER: A = ALUMINUM MARKER
 AE2153_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2153_STAMPING: STORY COUNTY AERIAL PHOTO MONT 1988 35-82-24
 AE2153_MARK LOGO: IA-169
 AE2153_PROJECTION: FLUSH
 AE2153_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2153+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1996
 AE2153_ROD/PIPE-DEPTH: 4.57 meters
 AE2153
 AE2153  HISTORY     - Date     Condition        Report By
 AE2153  HISTORY     - 1988     MONUMENTED       AME
 AE2153  HISTORY     - 19961205 GOOD             IADT
 AE2153
 AE2153                          STATION DESCRIPTION
 AE2153
 AE2153'DESCRIBED BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 AE2153'AS DESCRIBED BY BKM OF AEROMETRIC ENGINEERING IN 1988.  THE STATION IS
 AE2153'LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHWEST OF THE TOWN OF HUXLEY, 5.6 KM
 AE2153'(3.45 MI) EAST OF THE TOWN OF SHELDAHL, 4 KM (2.50 MI) WEST OF
 AE2153'INTERSTATE 35, AT THE SOUTHWEST CORNER OF SECTION 35, T-82-N AND
 AE2153'R-24-W.  OWNERSHIP--STORY COUNTY RIGHT-OF-WAY.  TO REACH THE STATION
 AE2153'FROM THE INTERSECTION OF STATE HWY 69 AND STATE HWY 210 SOUTH OF
 AE2153'HUXLEY, GO SOUTH FOR 1.6 KM (1.00 MI) ON STATE HWY 69 TO 166TH AVENUE,
 AE2153'TURN RIGHT AND GO WEST FOR 1.6 KM (1.00 MI) ON 166TH AVENUE TO NW 2ND
 AE2153'STREET AND THE STATION ON THE NORTH SIDE OF THE ROAD.  THE STATION IS
 AE2153'A 3.25 INCH BERNTSEN DISK WITH THE CASTING- STORY COUNTY AERIAL PHOTO
 AE2153'MONUMENT 1988 STAMPED 35-82-24 ELEVATION 1017, SET ON A ROD DRIVEN 15
 AE2153'FT (4.6 M) INTO THE GROUND AND SET FLUSH WITH THE GROUND.  LOCATED
 AE2153'10.1 M (33.1 FT) NORTH FROM THE CENTER OF 166TH AVENUE, AT THE
 AE2153'CENTERLINE OF N.W.  2ND STREET EXTENDED NORTH, 1.7 M (5.6 FT)
 AE2153'NORTH-NORTHWEST OF A METAL POST, AND 0.6 M (2.0 FT) SOUTH FROM A WHITE
 AE2153'WITNESS POST.  RECOVERED IN 1996 BY IOWA DOT.  A PINK STATE HARN
 AE2153'SURVEY SIGN WAS SET 1.0 M (3.3 FT) NORTH OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2152 ***********************************************************************
 AE2152  CBN         -  This is a Cooperative Base Network Control Station.
 AE2152  DESIGNATION -  STORY 5
 AE2152  PID         -  AE2152
 AE2152  STATE/COUNTY-  IA/STORY
 AE2152  USGS QUAD   -  COLLINS (1975)
 AE2152
 AE2152                         *CURRENT SURVEY CONTROL
 AE2152  ___________________________________________________________________
 AE2152* NAD 83(1996)-  41 58 31.84228(N)    093 20 51.89075(W)     ADJUSTED  
 AE2152* NAVD 88     -       309.0    (meters)    1014.     (feet)  GPS OBS   
 AE2152  ___________________________________________________________________
 AE2152  X           -    -277,323.965 (meters)                     COMP
 AE2152  Y           -  -4,740,921.123 (meters)                     COMP
 AE2152  Z           -   4,243,768.128 (meters)                     COMP
 AE2152  LAPLACE CORR-          -6.73  (seconds)                    DEFLEC99
 AE2152  ELLIP HEIGHT-         278.14  (meters)          (06/15/04) GPS OBS
 AE2152  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 AE2152
 AE2152  HORZ ORDER  -  B
 AE2152  ELLP ORDER  -  FOURTH    CLASS I
 AE2152
 AE2152.The horizontal coordinates were established by GPS observations
 AE2152.and adjusted by the National Geodetic Survey in August 1997..
 AE2152
 AE2152.The orthometric height was determined by GPS observations and a
 AE2152.high-resolution geoid model.
 AE2152
 AE2152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2152
 AE2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2152
 AE2152.The ellipsoidal height was determined by GPS observations
 AE2152.and is referenced to NAD 83.
 AE2152
 AE2152.The geoid height was determined by GEOID03.
 AE2152
 AE2152;                    North         East     Units Scale Factor Converg.
 AE2152;SPC IA N     - 1,052,829.754 1,512,619.294   MT  1.00001780   +0 06 11.5
 AE2152;UTM  15      - 4,647,115.803   471,189.327   MT  0.99961021   -0 13 57.3
 AE2152
 AE2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2152!SPC IA N     -   0.99995638  x   1.00001780  =   0.99997418
 AE2152!UTM  15      -   0.99995638  x   0.99961021  =   0.99956660
 AE2152
 AE2152                          SUPERSEDED SURVEY CONTROL
 AE2152
 AE2152  ELLIP H (08/25/97)  278.18   (m)                       GP(       ) 4 1
 AE2152
 AE2152.Superseded values are not recommended for survey control.
 AE2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2152.See file dsdata.txt to determine how the superseded data were derived.
 AE2152
 AE2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG7118947116(NAD 83)
 AE2152_MARKER: A = ALUMINUM MARKER
 AE2152_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2152_STAMPING: STORY COUNTY AERIAL PHOTO MONT 1988 25-83-22
 AE2152_MARK LOGO: IA-169
 AE2152_PROJECTION: FLUSH
 AE2152_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2152+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1996
 AE2152_ROD/PIPE-DEPTH: 4.57 meters
 AE2152
 AE2152  HISTORY     - Date     Condition        Report By
 AE2152  HISTORY     - 1988     MONUMENTED       AME
 AE2152  HISTORY     - 19961205 GOOD             IADT
 AE2152
 AE2152                          STATION DESCRIPTION
 AE2152
 AE2152'DESCRIBED BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 AE2152'AS DESCRIBED BY BKM OF AEROMETRIC ENGINEERING IN 1988.  THE STATION IS
 AE2152'LOCATED ABOUT 8 KM (4.95 MI) NORTHWESWT OF THE TOWN OF COLLINS, 1.2 KM
 AE2152'(0.75 MI) SOUTH OF THE HICKORY GROVE COUNTY PARK, 3.2 KM (2.00 MI)
 AE2152'WEST OF STATE HIGHWAY 65, AT THE NORTHEAST CORNER OF SECTION 25,
 AE2152'T-83-N AND R-22-W.  OWNERSHIP--STORY COUNTY RIGHT-OF-WAY.  TO REACH
 AE2152'THE STATION FROM THE INTERSECTION OF STATE HWY 65 AND STATE HWY 30 AT
 AE2152'THE SOUTHEAST PART OF TOWN OF COLO, GO WEST FOR 3.2 KM (2.00 MI) ON
 AE2152'STATE HWY 30 TO A CROSSROADS, TURN LEFT AND GO SOUTH FOR 3.7 KM (2.30
 AE2152'MI) ON A DIRT ROAD TO THE STATION ON THE WEST SIDE OF THE ROAD.  THE
 AE2152'STATION IS A 3.25 INCH BERNTSEN DISK WITH THE CASTING- STORY COUNTY
 AE2152'AERIAL PHOTO MONUMENT 1988 STAMPED 25-83-22 ELEVATION 1013, SET ON A
 AE2152'ROD DRIVEN 15 FT (4.6 M) INTO THE GROUND AND SET FLUSH WITH THE
 AE2152'GROUND.  LOCATED 8.1 M (26.6 FT) WEST FROM THE CENTER OF A DIRT ROAD,
 AE2152'50.6 M (166.0 FT) NORTH FROM THE CENTER OF A DRIVE TO THE (DICKENSON)
 AE2152'FIRE NUMBER 28/F/66, 1.5 M (4.9 FT) EAST FROM A POWERLINE, AND 0.3 M
 AE2152'(1.0 FT) WEST FROM A WHITE WITNESS POST. RECOVERED IN 1996 BY IOWA
 AE2152'DOT.  SET A PINK STATE HARN SURVEY SIGN 0.4 M (1.3 FT) WEST OF THE
 AE2152'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0800 ***********************************************************************
 NJ0800  DESIGNATION -  STRAWBERRY POINT MUNICIPAL TK
 NJ0800  PID         -  NJ0800
 NJ0800  STATE/COUNTY-  IA/CLAYTON
 NJ0800  USGS QUAD   -  STRAWBERRY POINT (1965)
 NJ0800
 NJ0800                         *CURRENT SURVEY CONTROL
 NJ0800  ___________________________________________________________________
 NJ0800* NAD 83(1996)-  42 41 02.37749(N)    091 31 55.67829(W)     ADJUSTED  
 NJ0800* NAVD 88     -                                                        
 NJ0800  ___________________________________________________________________
 NJ0800  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 NJ0800  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 NJ0800
 NJ0800  HORZ ORDER  -  THIRD
 NJ0800
 NJ0800.The horizontal coordinates were established by classical geodetic methods
 NJ0800.and adjusted by the National Geodetic Survey in May 1999..
 NJ0800
 NJ0800
 NJ0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0800
 NJ0800.The geoid height was determined by GEOID03.
 NJ0800
 NJ0800;                    North         East     Units Scale Factor Converg.
 NJ0800;SPC IA N     - 1,133,390.854 1,661,258.278   MT  0.99994541   +1 20 01.4
 NJ0800;UTM  15      - 4,726,768.268   620,255.818   MT  0.99977792   +0 59 43.0
 NJ0800
 NJ0800                          SUPERSEDED SURVEY CONTROL
 NJ0800
 NJ0800  NAD 83(1996)-  42 41 02.37747(N)    091 31 55.67790(W) AD(       ) 4
 NJ0800  NAD 83(1986)-  42 41 02.36672(N)    091 31 55.67599(W) AD(       ) 4
 NJ0800  NAD 27      -  42 41 02.42400(N)    091 31 55.16200(W) AD(       ) 3
 NJ0800
 NJ0800.Superseded values are not recommended for survey control.
 NJ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0800.See file dsdata.txt to determine how the superseded data were derived.
 NJ0800
 NJ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2025626768(NAD 83)
 NJ0800_MARKER: 51 = TANK
 NJ0800
 NJ0800  HISTORY     - Date     Condition        Report By
 NJ0800  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0800
 NJ0800                          STATION DESCRIPTION
 NJ0800
 NJ0800'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0799 ***********************************************************************
 NJ0799  DESIGNATION -  STRAWBERRY PT
 NJ0799  PID         -  NJ0799
 NJ0799  STATE/COUNTY-  IA/CLAYTON
 NJ0799  USGS QUAD   -  STRAWBERRY POINT (1965)
 NJ0799
 NJ0799                         *CURRENT SURVEY CONTROL
 NJ0799  ___________________________________________________________________
 NJ0799* NAD 83(1996)-  42 41 02.08495(N)    091 31 55.10187(W)     ADJUSTED  
 NJ0799* NAVD 88     -       377.     (meters)    1237.     (feet)  SCALED    
 NJ0799  ___________________________________________________________________
 NJ0799  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 NJ0799  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 NJ0799
 NJ0799  HORZ ORDER  -  FIRST
 NJ0799
 NJ0799.The horizontal coordinates were established by classical geodetic methods
 NJ0799.and adjusted by the National Geodetic Survey in May 1999..
 NJ0799
 NJ0799.The orthometric height was scaled from a topographic map.
 NJ0799
 NJ0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0799
 NJ0799.The geoid height was determined by GEOID03.
 NJ0799
 NJ0799;                    North         East     Units Scale Factor Converg.
 NJ0799;SPC IA N     - 1,133,382.135 1,661,271.607   MT  0.99994541   +1 20 01.8
 NJ0799;UTM  15      - 4,726,759.472   620,269.093   MT  0.99977796   +0 59 43.3
 NJ0799
 NJ0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0799!SPC IA N     -   0.99994569  x   0.99994541  =   0.99989110
 NJ0799!UTM  15      -   0.99994569  x   0.99977796  =   0.99972366
 NJ0799
 NJ0799:                Primary Azimuth Mark                     Grid Az
 NJ0799:SPC IA N     -  STRAWBERRY PT AZ MK                      137 40 23.7
 NJ0799:UTM  15      -  STRAWBERRY PT AZ MK                      138 00 42.2
 NJ0799
 NJ0799|---------------------------------------------------------------------|
 NJ0799| PID    Reference Object                     Distance      Geod. Az  |
 NJ0799|                                                           dddmmss.s |
 NJ0799| CI7206 STRAWBERRY PT AZ MK                                1390025.5 |
 NJ0799| CI7207 STRAWBERRY PT RM 1                   21.653 METERS 17416     |
 NJ0799| NJ0806 LAMONT MUNICIPAL TANK               APPROX.12.9 KM 2234639.0 |
 NJ0799| CI7208 STRAWBERRY PT RM 2                   18.285 METERS 27839     |
 NJ0799| NJ0800 STRAWBERRY POINT MUNICIPAL TK        15.928 METERS 30431     |
 NJ0799| NJ0802 STRAWBERRY PT EMANUEL LUTH CH       482.507 METERS 3344852.2 |
 NJ0799| NJ0801 ST SEBALDS EVAN LUTH CH SPIRE       APPROX. 6.2 KM 3485352.2 |
 NJ0799|---------------------------------------------------------------------|
 NJ0799
 NJ0799                          SUPERSEDED SURVEY CONTROL
 NJ0799
 NJ0799  NAD 83(1996)-  42 41 02.08493(N)    091 31 55.10147(W) AD(       ) 1
 NJ0799  NAD 83(1986)-  42 41 02.07414(N)    091 31 55.09960(W) AD(       ) 1
 NJ0799  NAD 27      -  42 41 02.13150(N)    091 31 54.58570(W) AD(       ) 1
 NJ0799
 NJ0799.Superseded values are not recommended for survey control.
 NJ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0799.See file dsdata.txt to determine how the superseded data were derived.
 NJ0799
 NJ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2026926759(NAD 83)
 NJ0799_MARKER: DS = TRIANGULATION STATION DISK
 NJ0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0799
 NJ0799  HISTORY     - Date     Condition        Report By
 NJ0799  HISTORY     - 1935     MONUMENTED       CGS
 NJ0799  HISTORY     - 1960     GOOD             CGS
 NJ0799
 NJ0799                          STATION DESCRIPTION
 NJ0799
 NJ0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0799'THIS STATION IS IN THE N SIDE OF STRAWBERRY POINT, ON GROUNDS
 NJ0799'WHERE THE MUNICIPAL WATER TANK IS LOCATED, IN THE NE 1/4 SEC.
 NJ0799'22, T 91 N, R 6 W, ON LAND OWNED AND OCCUPIED BY F.H. HOWARD.
 NJ0799'THE MARK IS ESE OF THE TANK ON THE HIGHEST POINT OF THE HILL,
 NJ0799'106 FEET N OF MOST WESTERLY OF THREE DIAMOND X OIL CO. STORAGE
 NJ0799'TANKS.  THE MARKS PROJECT 5 INCHES.
 NJ0799'
 NJ0799'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NJ0799'BRONZE DISKS SET IN CONCRETE.
 NJ0799'
 NJ0799'REFERENCE MARK NO. 1 IS SSE OF THE STATION ON THE S SLOPE OF
 NJ0799'HILL, 36 FEET N OF MIDDLE TANK OF THREE DIAMOND X OIL CO. STORAGE
 NJ0799'TANKS.  THE MARK PROJECTS 5 INCHES.  REFERENCE MARK NO. 2 IS W
 NJ0799'OF THE STATION, 25 FEET SW OF RISER OF TANK.  THE MARK PROJECTS
 NJ0799'5 INCHES.
 NJ0799'
 NJ0799'THE AZIMUTH MARK IS SE OF THE STATION, 120 FEET S OF T-ROAD
 NJ0799'INTERSECTION, 30 FEET S OF CENTER LINE OF E-W STREET, ACROSS
 NJ0799'STREET (S) FROM SW CORNER OF B.O. OPPERMANS HOUSE, 1 FOOT N OF
 NJ0799'N EDGE OF SIDEWALK.  THE MARK IS FLUSH.
 NJ0799'
 NJ0799'LIGHTS 100 FEET ABOVE STATION EDGEWOOD COME INTO VIEW 50 FEET
 NJ0799'ABOVE THIS STATION.
 NJ0799'
 NJ0799'LIGHTS 100 FEET ABOVE STATION YONDA COME INTO VIEW 37 FEET
 NJ0799'ABOVE THIS STATION.
 NJ0799'
 NJ0799'LIGHTS 100 FEET ABOVE STATION DOWNEY, 87 FEET ABOVE STATION
 NJ0799'YEAROUS, AND 74 FEET ABOVE STATION GUY ARE VISIBLE FROM THE
 NJ0799'GROUND AT THIS STATION.
 NJ0799
 NJ0799                          STATION RECOVERY (1960)
 NJ0799
 NJ0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JAW)
 NJ0799'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE IN GOOD
 NJ0799'CONDITION.
 NJ0799'
 NJ0799'THE AZIMUTH MARK IS 94 FEET WEST OF THE EAST END OF SIDEWALK,
 NJ0799'54.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AT 328
 NJ0799'E ELM STREET, 13 FEET SOUTH OF THE SOUTH CURB OF E ELM STREET,
 NJ0799'9 FEET EAST OF AN EXTENDED LINE OF THE WEST SIDE OF A HOUSE
 NJ0799'ON THE NORTH SIDE OF E ELM STREET, AND IN 6 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0802 ***********************************************************************
 NJ0802  DESIGNATION -  STRAWBERRY PT EMANUEL LUTH CH
 NJ0802  PID         -  NJ0802
 NJ0802  STATE/COUNTY-  IA/CLAYTON
 NJ0802  USGS QUAD   -  STRAWBERRY POINT (1965)
 NJ0802
 NJ0802                         *CURRENT SURVEY CONTROL
 NJ0802  ___________________________________________________________________
 NJ0802* NAD 83(1996)-  42 41 16.23503(N)    091 32 04.12163(W)     ADJUSTED  
 NJ0802* NAVD 88     -                                                        
 NJ0802  ___________________________________________________________________
 NJ0802  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 NJ0802  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 NJ0802
 NJ0802  HORZ ORDER  -  THIRD
 NJ0802
 NJ0802.The horizontal coordinates were established by classical geodetic methods
 NJ0802.and adjusted by the National Geodetic Survey in May 1999..
 NJ0802
 NJ0802
 NJ0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0802
 NJ0802.The geoid height was determined by GEOID03.
 NJ0802
 NJ0802;                    North         East     Units Scale Factor Converg.
 NJ0802;SPC IA N     - 1,133,813.851 1,661,056.179   MT  0.99994543   +1 19 55.6
 NJ0802;UTM  15      - 4,727,192.381   620,056.254   MT  0.99977733   +0 59 37.5
 NJ0802
 NJ0802                          SUPERSEDED SURVEY CONTROL
 NJ0802
 NJ0802  NAD 83(1996)-  42 41 16.23504(N)    091 32 04.12126(W) AD(       ) 4
 NJ0802  NAD 83(1986)-  42 41 16.22372(N)    091 32 04.11887(W) AD(       ) 4
 NJ0802  NAD 27      -  42 41 16.28600(N)    091 32 03.60600(W) AD(       ) 3
 NJ0802
 NJ0802.Superseded values are not recommended for survey control.
 NJ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0802.See file dsdata.txt to determine how the superseded data were derived.
 NJ0802
 NJ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2005627192(NAD 83)
 NJ0802_MARKER: 90 = CHURCH SPIRE
 NJ0802
 NJ0802  HISTORY     - Date     Condition        Report By
 NJ0802  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0802
 NJ0802                          STATION DESCRIPTION
 NJ0802
 NJ0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0802'THIS STATION IS THE SPIRE ON THE EMANUEL EVANGELICAL LUTHERAN
 NJ0802'CHURCH IN THE NORTHERN PART OF THE TOWN OF STRAWBERRY PT., IOWA.
 NJ0802'IT IS LOCATED ABOUT 0.3 MILE NNW OF MISSION STREET (THE MAIN
 NJ0802'STREET) AND ABOUT 70 FEET WSW OF THE CENTER LINE OF ELKADER
 NJ0802'STREET (IOWA ROUTE 13).  THE CHURCH WAS ERECTED IN 1897.  THE
 NJ0802'SPIRE IS VERY PROMINENT.
 NJ0802'
 NJ0802'THE SPIRE IS ON THE E END OF A WHITE WOODEN CHURCH.  THE BASE
 NJ0802'OF THE SPIRE IS A SLIM WHITE TOWER WITH A GREY STEEP FOUR-SIDED
 NJ0802'PYRAMIDAL ROOF.  THE TOWER IS ABOUT 60 FEET HIGH.  ON THIS TOWER
 NJ0802'THERE IS A SQUARE OPEN CUPOLA WITH A FLAT FOUR-SIDED PYRAMIDAL
 NJ0802'ROOF.  THE OCTAGONAL GREY SPIRE, WHICH SETS ON THE CUPOLA, IS
 NJ0802'ABOUT 40 FEET HIGH AND HAS A SLIM WHITE FINIAL AND BALL AT ITS
 NJ0802'APEX.  THE TOTAL HEIGHT IS ABOUT 110 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1294 ***********************************************************************
 LF1294  DESIGNATION -  STRING
 LF1294  PID         -  LF1294
 LF1294  STATE/COUNTY-  IA/ADAMS
 LF1294  USGS QUAD   -  LENOX (1980)
 LF1294
 LF1294                         *CURRENT SURVEY CONTROL
 LF1294  ___________________________________________________________________
 LF1294* NAD 83(1996)-  40 58 43.94839(N)    094 31 43.04646(W)     ADJUSTED  
 LF1294* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 LF1294  ___________________________________________________________________
 LF1294  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 LF1294  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LF1294
 LF1294  HORZ ORDER  -  SECOND
 LF1294
 LF1294.The horizontal coordinates were established by classical geodetic methods
 LF1294.and adjusted by the National Geodetic Survey in May 1999..
 LF1294
 LF1294.The orthometric height was scaled from a topographic map.
 LF1294
 LF1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1294
 LF1294.The geoid height was determined by GEOID03.
 LF1294
 LF1294;                    North         East     Units Scale Factor Converg.
 LF1294;SPC IA S     -   109,214.058   413,434.742   MT  0.99995584   -0 40 39.2
 LF1294;UTM  15      - 4,537,537.097   371,397.175   MT  0.99980356   -1 00 09.3
 LF1294
 LF1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1294!SPC IA S     -   0.99994457  x   0.99995584  =   0.99990041
 LF1294!UTM  15      -   0.99994457  x   0.99980356  =   0.99974814
 LF1294
 LF1294|---------------------------------------------------------------------|
 LF1294| PID    Reference Object                     Distance      Geod. Az  |
 LF1294|                                                           dddmmss.s |
 LF1294| CL7689 STRING RM 1                          10.361 METERS 08957     |
 LF1294| CL7691 STRING RM 3                          16.017 METERS 09758     |
 LF1294| LF1295 LENOX MUNICIPAL TANK                APPROX.11.3 KM 1930226.2 |
 LF1294| CL7692 STRING RM 4                          21.952 METERS 26428     |
 LF1294| CL7690 STRING RM 2                           8.753 METERS 26941     |
 LF1294| CL7688 STRING AZ MK RESET                                 2694928.8 |
 LF1294| CL7687 STRING AZ MK                                       2700348.3 |
 LF1294|---------------------------------------------------------------------|
 LF1294
 LF1294                          SUPERSEDED SURVEY CONTROL
 LF1294
 LF1294  NAD 83(1986)-  40 58 43.94760(N)    094 31 43.07786(W) AD(       ) 2
 LF1294  NAD 27      -  40 58 43.99080(N)    094 31 42.20690(W) AD(       ) 2
 LF1294
 LF1294.Superseded values are not recommended for survey control.
 LF1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1294.See file dsdata.txt to determine how the superseded data were derived.
 LF1294
 LF1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF7139737537(NAD 83)
 LF1294_MARKER: DS = TRIANGULATION STATION DISK
 LF1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1294
 LF1294  HISTORY     - Date     Condition        Report By
 LF1294  HISTORY     - 1958     MONUMENTED       CGS
 LF1294  HISTORY     - 1962     GOOD             CGS
 LF1294
 LF1294                          STATION DESCRIPTION
 LF1294
 LF1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 LF1294'THE STATION IS ABOUT 11 MILES SOUTHWEST OF CRESTON, ABOUT 8 MILES
 LF1294'NORTH OF LENOX AND ON THE HIGHWAY RIGHT-OF-WAY.  IT IS 55 FEET
 LF1294'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 34, 271 FEET WEST OF THE
 LF1294'CENTER OF AN INTERSECTION OF A GRAVELED CROSSROAD AND HIGHWAY
 LF1294'34, 1 FOOT NORTH OF A FENCE, 4 FEET WEST OF A WHITE WITNESS
 LF1294'POST AND 41 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MONUMENT
 LF1294'IS FLUSH AND THE DISK IS STAMPED STRING 1958.
 LF1294'
 LF1294'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LF1294'STATE HIGHWAY 25 AT THE SOUTHWESTERN EDGE OF CRESTON, GO WEST
 LF1294'AND SOUTHWEST ON HIGHWAY 34 FOR 7.3 MILES TO THE JUNCTION OF
 LF1294'STATE HIGHWAY 25 AND U.S. HIGHWAY 34.  CONTINUE WEST ON HIGHWAY
 LF1294'34 FOR 2.95 MILES TO THE STATION ON THE LEFT, SOUTH, SIDE OF
 LF1294'THE HIGHWAY.
 LF1294'
 LF1294'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON HIGHWAY 34
 LF1294'FOR 0.75 MILE TO THE MARK ON THE LEFT, SOUTH, SIDE OF THE
 LF1294'HIGHWAY.
 LF1294'
 LF1294'REFERENCE MARK 1 IS 55 FEET SOUTH OF THE CENTERLINE OF THE
 LF1294'HIGHWAY, 1 FOOT NORTH OF A FENCE AND 30 FEET EAST OF A WHITE
 LF1294'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 LF1294'STAMPED STRING NO 1 1958.
 LF1294'
 LF1294'REFERENCE MARK 2 IS 55 FEET SOUTH OF THE CENTERLINE OF THE
 LF1294'HIGHWAY, 1 FOOT NORTH OF A FENCE, 22 FEET SOUTH OF A TELEPHONE
 LF1294'POLE AND 33 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT
 LF1294'PROJECTS 2 INCHES AND THE DISK IS STAMPED STRING NO 2 1958.
 LF1294'
 LF1294'THE AZIMUTH MARK IS 52 FEET SOUTH OF THE CENTERLINE OF THE
 LF1294'HIGHWAY, 1 FOOT NORTH OF A FENCE, 3 FEET EAST OF A WHITE
 LF1294'WITNESS POST AND 65 FEET EAST-SOUTHEAST OF A TELEPHONE POLE.
 LF1294'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED STRING 1958.
 LF1294'
 LF1294'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LF1294
 LF1294                          STATION RECOVERY (1962)
 LF1294
 LF1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LF1294'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LF1294'GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAY 34
 LF1294'WILL DESTROY THE AZIMUTH MARK AND BOTH REFERENCE MARKS, SO
 LF1294'THEY WERE MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 LF1294'
 LF1294'STATION IS LOCATED ABOUT 11 MILES WEST-SOUTHWEST OF CRESTON
 LF1294'AND 8 MILES NORTH-NORTHEAST OF LENOX ON THE RIGHT-OF-WAY OF
 LF1294'U.S. HIGHWAY 34, 271 FEET WEST-SOUTHWEST OF THE INTERSECTION
 LF1294'OF U.S. HIGHWAY 34 AND A GRAVEL CROSSROADS, 231 FEET SOUTHWEST
 LF1294'OF THE SOUTHWEST CORNER OF HOMER W. MINNICKS FARMHOUSE, 178
 LF1294'FEET WEST OF A STEEL POST WHICH MARKS THE RIGHT-OF-WAY FENCE
 LF1294'CORNER, 53 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 34, 7 FEET
 LF1294'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 1 FOOT WEST OF A
 LF1294'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LF1294'STAMPED STRING 1958.
 LF1294'
 LF1294'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LF1294'STATE HIGHWAY 25 AT THE SOUTHWESTERN EDGE OF CRESTON, GO WEST
 LF1294'AND WEST-SOUTHWEST ON U.S. HIGHWAY 34 AND 25 FOR 7.3 MILES TO
 LF1294'THE JUNCTION OF STATE HIGHWAY 25 SOUTH.  CONTINUE STRAIGHT AHEAD
 LF1294'WEST ON U.S. HIGHWAY 34 FOR 3.0 MILES TO CROSSROADS AND THE
 LF1294'STATION IN THE SOUTHWEST ANGLE AS DESCRIBED.
 LF1294'
 LF1294'REFERENCE MARK NO. 3 IS 52.55 FEET EAST OF THE STATION, 126 FEET
 LF1294'WEST OF A STEEL POST MARKING THE RIGHT-OF-WAY CORNER, 59 FEET
 LF1294'SOUTH OF THE CENTER OF U.S. HIGHWAY 34, AND 1 FOOT NORTH OF
 LF1294'A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LF1294'STRING NO 3 1958.
 LF1294'
 LF1294'REFERENCE MARK NO. 4 IS 72.02 FEET WEST OF THE STATION, 101
 LF1294'FEET EAST OF A RIGHT-OF-WAY MARKER POST, 59 FEET SOUTH OF THE
 LF1294'CENTER OF U.S. HIGHWAY 34, AND 1 FOOT NORTH OF FENCE.  THE
 LF1294'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED STRING NO 4 1958.
 LF1294'
 LF1294'AZIMUTH MARK RESET IS 0.75 MILE WEST OF THE STATION, 69 FEET
 LF1294'SOUTH OF THE CENTER OF U.S. HIGHWAY 34, 3 FEET WEST OF A WHITE
 LF1294'WITNESS POST, 2 FEET EAST OF RIGHT-OF-WAY MARKER POST 540, AND
 LF1294'1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 LF1294'DISK IS STAMPED STRING 1958 RESET 1962.
 LF1294'
 LF1294'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1622 ***********************************************************************
 NM1622  DESIGNATION -  STRUBLE
 NM1622  PID         -  NM1622
 NM1622  STATE/COUNTY-  IA/PLYMOUTH
 NM1622  USGS QUAD   -  LE MARS (1985)
 NM1622
 NM1622                         *CURRENT SURVEY CONTROL
 NM1622  ___________________________________________________________________
 NM1622* NAD 83(1996)-  42 52 26.82733(N)    096 10 30.29791(W)     ADJUSTED  
 NM1622* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 NM1622  ___________________________________________________________________
 NM1622  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 NM1622  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 NM1622
 NM1622  HORZ ORDER  -  THIRD
 NM1622
 NM1622.The horizontal coordinates were established by classical geodetic methods
 NM1622.and adjusted by the National Geodetic Survey in May 1999..
 NM1622
 NM1622.The orthometric height was scaled from a topographic map.
 NM1622
 NM1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1622
 NM1622.The geoid height was determined by GEOID03.
 NM1622
 NM1622;                    North         East     Units Scale Factor Converg.
 NM1622;SPC IA N     - 1,156,091.222 1,281,473.399   MT  0.99995184   -1 48 46.9
 NM1622;UTM  14      - 4,750,707.735   730,730.913   MT  1.00025499   +1 55 22.4
 NM1622
 NM1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1622!SPC IA N     -   0.99993901  x   0.99995184  =   0.99989086
 NM1622!UTM  14      -   0.99993901  x   1.00025499  =   1.00019399
 NM1622
 NM1622|---------------------------------------------------------------------|
 NM1622| PID    Reference Object                     Distance      Geod. Az  |
 NM1622|                                                           dddmmss.s |
 NM1622| CO4647 STRUBLE RM 2                         14.838 METERS 00119     |
 NM1622| NM1624 79                                  268.441 METERS 00304     |
 NM1622| CO4646 STRUBLE RM 1                         17.770 METERS 17633     |
 NM1622|---------------------------------------------------------------------|
 NM1622
 NM1622                          SUPERSEDED SURVEY CONTROL
 NM1622
 NM1622  NAD 83(1996)-  42 52 26.82734(N)    096 10 30.29791(W) AD(       ) 3
 NM1622  NAD 83(1996)-  42 52 26.82706(N)    096 10 30.29712(W) AD(       ) 3
 NM1622  NAD 83(1996)-  42 52 26.82676(N)    096 10 30.29519(W) AD(       ) 3
 NM1622  NAD 83(1986)-  42 52 26.82838(N)    096 10 30.29259(W) AD(       ) 3
 NM1622  NAD 27      -  42 52 26.87100(N)    096 10 29.21900(W) AD(       ) 3
 NM1622
 NM1622.Superseded values are not recommended for survey control.
 NM1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1622.See file dsdata.txt to determine how the superseded data were derived.
 NM1622
 NM1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3073150708(NAD 83)
 NM1622_MARKER: DS = TRIANGULATION STATION DISK
 NM1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1622_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1622
 NM1622  HISTORY     - Date     Condition        Report By
 NM1622  HISTORY     - 1949     MONUMENTED       CGS
 NM1622  HISTORY     - 1960     GOOD             CGS
 NM1622
 NM1622                          STATION DESCRIPTION
 NM1622
 NM1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1622'STATION IS LOCATED ABOUT 5-1/2 MILES NORTH OF LE MARS AND
 NM1622'2 MILES SOUTHEAST OF STRUBLE IN A CULTIVATED FIELD.  STATION
 NM1622'IS 36 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 75, 4 FEET
 NM1622'NORTHWEST OF WITNESS POST AND 3 FEET WEST OF FENCE.  THE MARK
 NM1622'IS ABOUT 1 FOOT UNDERGROUND AND THE DISK IS STAMPED STRUBLE
 NM1622'1949.
 NM1622'
 NM1622'REFERENCE MARK NO. 1 IS 35 FEET NORTH NORTHWEST OF TELEPHONE
 NM1622'POLE, 34 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 75
 NM1622'AND 1 FOOT WEST OF FENCE.  THE MARK IS FLUSH WITH THE GROUND
 NM1622'AND THE DISK IS STAMPED STRUBLE NO 1 1949.
 NM1622'
 NM1622'REFERENCE MARK NO. 2 IS 34 FEET WEST OF THE CENTERLINE OF U.S.
 NM1622'HIGHWAY 75, 11 FEET SOUTH SOUTHWEST OF TELEPHONE POLE AND 1
 NM1622'FOOT WEST OF FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 NM1622'DISK IS STAMPED STRUBLE NO 2 1949.
 NM1622'
 NM1622'A TRAVERSE CONNECTION WAS MADE TO NO. 79 (IOWA GEODETIC SURVEY)
 NM1622'WHICH WAS USED AS AZIMUTH MARK.  THE MARK IS 33 FEET EAST OF
 NM1622'THE CENTERLINE OF U.S. HIGHWAY 75, 3 FEET SOUTH OF T FENCECORNER
 NM1622'AND 2.5 FEET SOUTH OF WITNESS POST.  THE MARK IS A 6 X 6 CEMENT
 NM1622'BLOCK PROJECTING ABOUT 2 INCHES AND THE DISK IS STAMPED NO 79 75.
 NM1622'
 NM1622'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE HIGHWAY
 NM1622'5 IN WEST EDGE OF LE MARS GO NORTH ON U.S. HIGHWAY 75 FOR 5.65
 NM1622'MILES TO STATION ON LEFT OR WEST SIDE OF HIGHWAY AS DESCRIBED.
 NM1622'CONTINUE NORTH ON HIGHWAY FOR 0.15 MILE TO NO. 79 (IOWA
 NM1622'GEODETIC SURVEY) (AZIMUTH MARK) ON RIGHT OR EAST SIDE OF HIGHWAY
 NM1622'AS DESCRIBED.
 NM1622'
 NM1622'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 NM1622
 NM1622                          STATION RECOVERY (1960)
 NM1622
 NM1622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NM1622'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1622'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAY
 NM1622'75 WILL DESTROY ALL THE MARKS.  A NEW STATION, STRUBLE 2
 NM1622'WAS ESTABLISHED AND THE OTHER MARKS MOVED, INCLUDING NO. 79
 NM1622'(IOWA GEODETIC SURVEY) WHICH HAD BEEN TRAVERSED TO FROM THE
 NM1622'STATION AND WAS USED AS THE AZIMUTH MARK.  FOR DETAILS, SEE
 NM1622'THE DESCRIPTIONS OF STRUBLE 2 AND NO. 79 (IOWA GEODETIC
 NM1622'SURVEY).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1623 ***********************************************************************
 NM1623  DESIGNATION -  STRUBLE 2
 NM1623  PID         -  NM1623
 NM1623  STATE/COUNTY-  IA/PLYMOUTH
 NM1623  USGS QUAD   -  LE MARS (1985)
 NM1623
 NM1623                         *CURRENT SURVEY CONTROL
 NM1623  ___________________________________________________________________
 NM1623* NAD 83(1996)-  42 52 26.82256(N)    096 10 30.59625(W)     ADJUSTED  
 NM1623* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 NM1623  ___________________________________________________________________
 NM1623  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 NM1623  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 NM1623
 NM1623  HORZ ORDER  -  THIRD
 NM1623
 NM1623.The horizontal coordinates were established by classical geodetic methods
 NM1623.and adjusted by the National Geodetic Survey in May 1999..
 NM1623.No horizontal observational check was made to the station.
 NM1623
 NM1623.The orthometric height was scaled from a topographic map.
 NM1623
 NM1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1623
 NM1623.The geoid height was determined by GEOID03.
 NM1623
 NM1623;                    North         East     Units Scale Factor Converg.
 NM1623;SPC IA N     - 1,156,091.289 1,281,466.627   MT  0.99995184   -1 48 47.1
 NM1623;UTM  14      - 4,750,707.361   730,724.149   MT  1.00025495   +1 55 22.2
 NM1623
 NM1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1623!SPC IA N     -   0.99993886  x   0.99995184  =   0.99989070
 NM1623!UTM  14      -   0.99993886  x   1.00025495  =   1.00019379
 NM1623
 NM1623|---------------------------------------------------------------------|
 NM1623| PID    Reference Object                     Distance      Geod. Az  |
 NM1623|                                                           dddmmss.s |
 NM1623| NM1624 79                                  269.036 METERS 00431     |
 NM1623| NM1625 79 RESET                            269.728 METERS 00613     |
 NM1623| NM1622 STRUBLE                               6.773 METERS 08845     |
 NM1623| NM1620 LE MARS ST JOSEPH CATH CH           APPROX. 9.1 KM 1704729.0 |
 NM1623| NM1619 LE MARS MUNICIPAL TANK              APPROX. 9.8 KM 1724607.8 |
 NM1623| CO4649 STRUBLE 2 RM 4                       36.418 METERS 17846     |
 NM1623| CO4648 STRUBLE 2 RM 3                        7.462 METERS 35653     |
 NM1623| NM1627 MAURICE MUNICIPAL TANK              APPROX.10.7 KM 3575416.4 |
 NM1623|---------------------------------------------------------------------|
 NM1623
 NM1623                          SUPERSEDED SURVEY CONTROL
 NM1623
 NM1623  NAD 83(1996)-  42 52 26.82257(N)    096 10 30.59625(W) AD(       ) 3
 NM1623  NAD 83(1996)-  42 52 26.82229(N)    096 10 30.59546(W) AD(       ) 3
 NM1623  NAD 83(1996)-  42 52 26.82199(N)    096 10 30.59353(W) AD(       ) 3
 NM1623  NAD 83(1986)-  42 52 26.82362(N)    096 10 30.59070(W) AD(       ) 3
 NM1623  NAD 27      -  42 52 26.86600(N)    096 10 29.51700(W) AD(       ) 3
 NM1623
 NM1623.Superseded values are not recommended for survey control.
 NM1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1623.See file dsdata.txt to determine how the superseded data were derived.
 NM1623
 NM1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3072450707(NAD 83)
 NM1623_MARKER: DS = TRIANGULATION STATION DISK
 NM1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1623
 NM1623  HISTORY     - Date     Condition        Report By
 NM1623  HISTORY     - 1960     MONUMENTED       CGS
 NM1623
 NM1623                          STATION DESCRIPTION
 NM1623
 NM1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NM1623'STATION IS LOCATED ABOUT 6 MILES NORTH OF LE MARS AND 2 MILES
 NM1623'SOUTHEAST OF THE SMALL TOWN OF STRUBLE ALONG THE WEST SIDE OF U.S.
 NM1623'HIGHWAY 75, ABOUT 150 YARDS SOUTHWEST OF THE DAVID ALBERT
 NM1623'FARM BUILDINGS, 122 FEET NORTH OF A TELEPHONE POLE, 59 FEET
 NM1623'WEST OF THE CENTER OF U.S. HIGHWAY 75, 22 FEET SOUTH OF A
 NM1623'TELEPHONE POLE, AND 1 FOOT EAST OF A NEW STEEL WITNESS POST.
 NM1623'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED STRUBLE 2
 NM1623'1960.
 NM1623'
 NM1623'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 AND
 NM1623'STATE HIGHWAYS 3 AND 5 IN THE WEST EDGE OF LE MARS, GO NORTH
 NM1623'ON U.S. HIGHWAY 75 FOR 1.2 MILES TO THE JUNCTION OF STATE HIGHWAY
 NM1623'33 TO THE RIGHT.  CONTINUE NORTH ON U.S. HIGHWAY 75 FOR 4.6 MILES
 NM1623'TO THE STATION ON THE LEFT AT THE TOP OF GRADE.
 NM1623'
 NM1623'REFERENCE MARK NO. 3 IS 24.48 FEET NORTH OF THE STATION, 60
 NM1623'FEET WEST OF THE CENTER OF U.S. HIGHWAY 75, AND 2.5 FEET SOUTH
 NM1623'OF TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 NM1623'STAMPED STRUBLE 2 NO 3 1960.
 NM1623'
 NM1623'REFERENCE MARK NO. 4 IS 119.48 FEET SOUTH OF THE STATION, 60
 NM1623'FEET WEST OF THE CENTER OF U.S. HIGHWAY 75, AND 2.5 FEET NORTH OF
 NM1623'TELEPHONE POLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 NM1623'GROUND AND THE DISK IS STAMPED STRUBLE 2 NO 4 1960.
 NM1623'
 NM1623'USC AND GS AND SS STA NO. 79 (IOWA GEODETIC SURVEY) RESET
 NM1623'1960 IS 0.15 MILE NORTH OF THE STATION, 59 FEET EAST OF THE
 NM1623'CENTER OF U.S. HIGHWAY 75, 24 FEET WEST-SOUTHWEST OF A POWER
 NM1623'POLE, AND 1 FOOT WEST OF A FENCE AND A NEW STEEL WITNESS POST.
 NM1623'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED NO 79
 NM1623'RESET 1960.  NOTE--THIS MARK WAS MOVED 26.45 FEET EAST FROM
 NM1623'THE OLD MARK.  FOR DETAILS, SEE TRAVERSE DESCRIPTION OF THIS
 NM1623'MARK.
 NM1623'
 NM1623'TO REACH NO. 79 (IOWA GEODETIC SURVEY) WHICH WAS USED AS THE
 NM1623'AZIMUTH MARK, GO NORTH ON U.S. HIGHWAY 75 FROM THE STATION FOR
 NM1623'0.15 MILE TO THE MARK ON THE RIGHT.
 NM1623'
 NM1623'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1097 ***********************************************************************
 MJ1097  DESIGNATION -  STUART OMAHA CHICAGO AIR BCN 9
 MJ1097  PID         -  MJ1097
 MJ1097  STATE/COUNTY-  IA/ADAIR
 MJ1097  USGS QUAD   -  STUART SOUTH (1983)
 MJ1097
 MJ1097                         *CURRENT SURVEY CONTROL
 MJ1097  ___________________________________________________________________
 MJ1097* NAD 83(1996)-  41 27 38.41233(N)    094 15 38.89350(W)     ADJUSTED  
 MJ1097* NAVD 88     -                                                        
 MJ1097  ___________________________________________________________________
 MJ1097  LAPLACE CORR-          -9.55  (seconds)                    DEFLEC99
 MJ1097  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 MJ1097
 MJ1097  HORZ ORDER  -  THIRD
 MJ1097
 MJ1097.The horizontal coordinates were established by classical geodetic methods
 MJ1097.and adjusted by the National Geodetic Survey in May 1999..
 MJ1097
 MJ1097
 MJ1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1097
 MJ1097.The geoid height was determined by GEOID03.
 MJ1097
 MJ1097;                    North         East     Units Scale Factor Converg.
 MJ1097;SPC IA S     -   162,484.897   436,440.824   MT  0.99995862   -0 30 04.1
 MJ1097;UTM  15      - 4,590,664.990   394,705.120   MT  0.99973644   -0 50 05.5
 MJ1097
 MJ1097                          SUPERSEDED SURVEY CONTROL
 MJ1097
 MJ1097  NAD 83(1986)-  41 27 38.39814(N)    094 15 38.91967(W) AD(       ) 4
 MJ1097  NAD 27      -  41 27 38.44000(N)    094 15 38.07000(W) AD(       ) 3
 MJ1097
 MJ1097.Superseded values are not recommended for survey control.
 MJ1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1097.See file dsdata.txt to determine how the superseded data were derived.
 MJ1097
 MJ1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF9470590665(NAD 83)
 MJ1097_MARKER: 22 = AIRWAY BEACON
 MJ1097
 MJ1097  HISTORY     - Date     Condition        Report By
 MJ1097  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1097
 MJ1097                          STATION DESCRIPTION
 MJ1097
 MJ1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1097'THIS STATION IS BEACON NO. 9, BUREAU OF AERONAUTICS, DEPARTMENT
 MJ1097'OF COMMERCE, OMAHA-CHICAGO AIRWAYS.  IT IS LOCATED ABOUT 4.1 MILES
 MJ1097'SE OF STUART, IOWA, ABOUT 30 FEET W OF N AND S SECTION LINE ROAD
 MJ1097'AND ABOUT 40 FEET N OF E AND W SECTION LINE ROAD, IN THE SE CORNER
 MJ1097'OF THE DEPARTMENT OF COMMERCE LANDING FIELD, NOT YET IN USE,
 MJ1097'IN SE CORNER, SE 1/4 SECTION 14, T 77 N, R 30 W.  IT WAS PLACED
 MJ1097'IN ITS PRESENT LOCATION IN 1934.
 MJ1097'
 MJ1097'THE STATION IS A STANDARD 70-FOOT AIRWAY BEACON, WITH A WIND-SOCK
 MJ1097'RACK ON THE W SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0556 ***********************************************************************
 NL0556  DESIGNATION -  SULPHUR
 NL0556  PID         -  NL0556
 NL0556  STATE/COUNTY-  IA/BUENA VISTA
 NL0556  USGS QUAD   -  STORM LAKE NE (1979)
 NL0556
 NL0556                         *CURRENT SURVEY CONTROL
 NL0556  ___________________________________________________________________
 NL0556* NAD 83(1996)-  42 38 49.77706(N)    095 03 12.54827(W)     ADJUSTED  
 NL0556* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 NL0556  ___________________________________________________________________
 NL0556  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 NL0556  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 NL0556
 NL0556  HORZ ORDER  -  THIRD
 NL0556
 NL0556.The horizontal coordinates were established by classical geodetic methods
 NL0556.and adjusted by the National Geodetic Survey in May 1999..
 NL0556
 NL0556.The orthometric height was scaled from a topographic map.
 NL0556
 NL0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0556
 NL0556.The geoid height was determined by GEOID03.
 NL0556
 NL0556;                    North         East     Units Scale Factor Converg.
 NL0556;SPC IA N     - 1,128,592.855 1,372,618.998   MT  0.99994543   -1 03 10.3
 NL0556;UTM  15      - 4,723,677.873   331,666.222   MT  0.99994863   -1 23 29.5
 NL0556
 NL0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0556!SPC IA N     -   0.99994426  x   0.99994543  =   0.99988969
 NL0556!UTM  15      -   0.99994426  x   0.99994863  =   0.99989289
 NL0556
 NL0556:                Primary Azimuth Mark                     Grid Az
 NL0556:SPC IA N     -  SULPHUR AZ MK                            089 27 37.6
 NL0556:UTM  15      -  SULPHUR AZ MK                            089 47 56.8
 NL0556
 NL0556|---------------------------------------------------------------------|
 NL0556| PID    Reference Object                     Distance      Geod. Az  |
 NL0556|                                                           dddmmss.s |
 NL0556| CO4654 SULPHUR AZ MK                                      0882427.3 |
 NL0556| CO4655 SULPHUR RM 1                         11.006 METERS 10053     |
 NL0556| NL0564 STORM LAKE RAD STA KAYL MAST        APPROX. 9.6 KM 2614555.3 |
 NL0556| NL0566 STORM LAKE ST POL KAA 971 MAST      APPROX.11.0 KM 2633339.5 |
 NL0556| CO4656 SULPHUR RM 2                         21.006 METERS 26509     |
 NL0556|---------------------------------------------------------------------|
 NL0556
 NL0556                          SUPERSEDED SURVEY CONTROL
 NL0556
 NL0556  NAD 83(1996)-  42 38 49.77699(N)    095 03 12.54819(W) AD(       ) 3
 NL0556  NAD 83(1986)-  42 38 49.77430(N)    095 03 12.54671(W) AD(       ) 3
 NL0556  NAD 27      -  42 38 49.85200(N)    095 03 11.57600(W) AD(       ) 3
 NL0556
 NL0556.Superseded values are not recommended for survey control.
 NL0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0556.See file dsdata.txt to determine how the superseded data were derived.
 NL0556
 NL0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH3166623678(NAD 83)
 NL0556_MARKER: DS = TRIANGULATION STATION DISK
 NL0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0556
 NL0556  HISTORY     - Date     Condition        Report By
 NL0556  HISTORY     - 1950     MONUMENTED       CGS
 NL0556  HISTORY     - 1974     MARK NOT FOUND   USGS
 NL0556  HISTORY     - 1977     MARK NOT FOUND   NGS
 NL0556
 NL0556                          STATION DESCRIPTION
 NL0556
 NL0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0556'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST AND 3 MILES NORTH
 NL0556'OF NEWELL, 2-1/4 MILES EAST AND 2 MILES NORTH OF SULPHUR, ON
 NL0556'RIGHT-OF-WAY OF A GRAVEL ROAD.  IT IS 115 FEET SOUTHWEST OF
 NL0556'THE CENTERLINE OF A T-ROAD, 34 FEET WEST OF A TELEPHONE POLE
 NL0556'WITH A TRIANGLE BLAZE, 28 FEET SOUTH OF THE CENTERLINE OF A
 NL0556'GRAVEL ROAD, 7.7 FEET NORTHWEST OF A FENCE POST WITH TRIPLE
 NL0556'NOTCHES, 7 FEET NORTH OF A RIGHT-OF-WAY FENCELINE, AND 6 FEET
 NL0556'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 NL0556'6 INCHES AND THE DISK IS STAMPED SULPHUR 1950.
 NL0556'
 NL0556'REFERENCE MARK NO. 1 IS 78 FEET SOUTHWEST OF THE CENTERLINE
 NL0556'OF A T-INTERSECTION, 48 FEET WEST OF A TELEPHONE POLE WITH
 NL0556'A TRIANGLE BLAZE, 46 FEET WEST OF A FENCE CORNER, 34 FEET
 NL0556'SOUTH OF THE CENTERLINE OF A GRAVEL ROAD AND 1 FOOT NORTH OF
 NL0556'A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES
 NL0556'AND THE DISK IS STAMPED SULPHUR NO 1 1950.
 NL0556'
 NL0556'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF THE CENTERLINE OF A
 NL0556'GRAVEL ROAD, 8 FEET WEST OF A TELEPHONE POLE AND 1 FOOT NORTH
 NL0556'OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES
 NL0556'AND THE DISK IS STAMPED SULPHUR NO 2 1950.
 NL0556'
 NL0556'AZIMUTH MARK IS 18 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 NL0556'ROAD, 6 FEET WEST SOUTHWEST OF A GATE POST, 2.5 FEET WEST OF A
 NL0556'WHITE WITNESS POST AND 2 FEET SOUTH OF A RIGHT-OF-WAY FENCELINE.
 NL0556'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 NL0556'SULPHUR 1950.
 NL0556'
 NL0556'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN THE SMALL
 NL0556'TOWN OF NEWELL, GO SOUTH 1 BLOCK TO A CROSS STREETS.  TURN RIGHT
 NL0556'(WEST) FOR 0.3 MILE TO STATE HIGHWAY 5.  CONTINUE WEST ON
 NL0556'STATE HIGHWAY 5 FOR 3.2 MILE TO A T-ROAD RIGHT.  TURN RIGHT
 NL0556'(NORTH) FOR 2.85 MILE TO A T-ROAD.  (TO REACH AZIMUTH MARK FROM
 NL0556'THIS POINT, TURN RIGHT (EAST) FOR 0.2 MILE TO MARK ON LEFT AS
 NL0556'DESCRIBED.) TURN LEFT (WEST) FOR ABOUT 120 FEET TO CUT BANK
 NL0556'ON SOUTH SIDE OF ROAD AND STATION AS DESCRIBED.
 NL0556'
 NL0556'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0556
 NL0556                          STATION RECOVERY (1974)
 NL0556
 NL0556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (KED)
 NL0556'AREA SEARCHED AND NOTHING FOUND.  ALL MARKS - NOT FOUND.
 NL0556'ROAD HAS BEEN WIDENED AND BUILT UP IN THE AREA.
 NL0556
 NL0556                          STATION RECOVERY (1977)
 NL0556
 NL0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NL0556'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 NL0556'SEARCHED FOR AND NOT FOUND.  IT IS BELIEVED THESE MARKS WERE
 NL0556'DESTROYED WHEN THE ROAD IN THE AREA WAS REBUILT AS THE MARKS WOULD
 NL0556'NOW FALL IN A DEEP ROAD DITCH.
 NL0556'
 NL0556'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/4 MILES E AND
 NL0556'2 MILES N OF SULPHUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0477 ***********************************************************************
 NK0477  DESIGNATION -  SUMNER
 NK0477  PID         -  NK0477
 NK0477  STATE/COUNTY-  IA/BREMER
 NK0477  USGS QUAD   -  SUMNER SW (1971)
 NK0477
 NK0477                         *CURRENT SURVEY CONTROL
 NK0477  ___________________________________________________________________
 NK0477* NAD 83(1996)-  42 50 49.82824(N)    092 08 01.38257(W)     ADJUSTED  
 NK0477* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 NK0477  ___________________________________________________________________
 NK0477  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 NK0477  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 NK0477
 NK0477  HORZ ORDER  -  THIRD
 NK0477
 NK0477.The horizontal coordinates were established by classical geodetic methods
 NK0477.and adjusted by the National Geodetic Survey in May 1999..
 NK0477
 NK0477.The orthometric height was scaled from a topographic map.
 NK0477
 NK0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0477
 NK0477.The geoid height was determined by GEOID03.
 NK0477
 NK0477;                    North         East     Units Scale Factor Converg.
 NK0477;SPC IA N     - 1,150,542.835 1,611,673.302   MT  0.99995026   +0 55 33.6
 NK0477;UTM  15      - 4,744,207.927   570,784.219   MT  0.99966164   +0 35 20.9
 NK0477
 NK0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0477!SPC IA N     -   0.99995199  x   0.99995026  =   0.99990225
 NK0477!UTM  15      -   0.99995199  x   0.99966164  =   0.99961365
 NK0477
 NK0477|---------------------------------------------------------------------|
 NK0477| PID    Reference Object                     Distance      Geod. Az  |
 NK0477|                                                           dddmmss.s |
 NK0477| CI7210 SUMNER RM 1                          11.414 METERS 04025     |
 NK0477| CI7209 SUMNER AZ MK                                       0851530.7 |
 NK0477| NK0473 SUMNER MUNICIPAL TANK               APPROX. 3.0 KM 0902951.2 |
 NK0477| CI7211 SUMNER RM 2                          13.900 METERS 30933     |
 NK0477|---------------------------------------------------------------------|
 NK0477
 NK0477                          SUPERSEDED SURVEY CONTROL
 NK0477
 NK0477  NAD 83(1996)-  42 50 49.82799(N)    092 08 01.38236(W) AD(       ) 3
 NK0477  NAD 83(1986)-  42 50 49.82003(N)    092 08 01.38265(W) AD(       ) 3
 NK0477  NAD 27      -  42 50 49.89280(N)    092 08 00.75180(W) AD(       ) 3
 NK0477
 NK0477.Superseded values are not recommended for survey control.
 NK0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0477.See file dsdata.txt to determine how the superseded data were derived.
 NK0477
 NK0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7078444208(NAD 83)
 NK0477_MARKER: DS = TRIANGULATION STATION DISK
 NK0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0477
 NK0477  HISTORY     - Date     Condition        Report By
 NK0477  HISTORY     - 1961     MONUMENTED       CGS
 NK0477  HISTORY     - 1969     GOOD             USGS
 NK0477  HISTORY     - 1971     GOOD             USGS
 NK0477  HISTORY     - 1972     GOOD             NGS
 NK0477
 NK0477                          STATION DESCRIPTION
 NK0477
 NK0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NK0477'THE STATION IS ABOUT 2 MILES WEST OF SUMNER, ON THE PROPERTY
 NK0477'OF MR. CHRIST MEYER AND IS IN THE NORTHWEST 1/4 OF SECTION
 NK0477'28, T. 93 N., R. 11 W.  IT IS 143 FEET SOUTHWEST OF A POWER
 NK0477'POLE WITH TRANSFORMER, 125 FEET SOUTH OF A T-ROAD INTERSECTION,
 NK0477'94 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 93, 40 FEET
 NK0477'SOUTHWEST OF A WITNESS POST AND 29 FEET SOUTH OF A WIRE FENCE.
 NK0477'THE MONUMENT IS 14 INCHES UNDERGROUND AND THE DISK IS STAMPED
 NK0477'SUMNER 1961.
 NK0477'
 NK0477'TO REACH FROM THE NORTH SIDE OF THE HOSPITAL IN THE WEST EDGE
 NK0477'OF SUMNER, GO WEST ON STATE HIGHWAY 93 FOR 0.95 MILE TO
 NK0477'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON HIGHWAY
 NK0477'93 FOR 0.35 MILE TO THE STATION ON THE LEFT.
 NK0477'
 NK0477'REFERENCE MARK 1 IS 145 FEET WEST OF THE POWER POLE WITH
 NK0477'TRANSFORMER, 66 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 93,
 NK0477'3 FEET WEST OF THE WITNESS POST AND 6 INCHES SOUTH OF THE
 NK0477'WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 NK0477'STAMPED SUMNER NO 1 1961.
 NK0477'
 NK0477'REFERENCE MARK 2 IS 121 FEET EAST OF A POWER POLE, 65 FEET
 NK0477'SOUTH OF THE CENTERLINE OF HIGHWAY 93, 63 FEET WEST OF THE
 NK0477'WITNESS POST AND 6 INCHES SOUTH OF THE WIRE FENCE.  THE
 NK0477'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED SUMNER NO
 NK0477'2 1961.
 NK0477'
 NK0477'THE AZIMUTH MARK IS 64 FEET NORTH OF THE CENTERLINE OF STATE
 NK0477'HIGHWAY 93, 7 FEET WEST OF A TELEPHONE POLE, 1 FOOT WEST
 NK0477'OF A WITNESS POST AND 6 INCHES SOUTH OF A WIRE FENCE.  THE
 NK0477'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED SUMNER
 NK0477'1961.
 NK0477'
 NK0477'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NK0477
 NK0477                          STATION RECOVERY (1969)
 NK0477
 NK0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 NK0477'STATION MARK, R.M.S 1 AND 2 FOUND IN GOOD CONDITION AS DESCRIBED.
 NK0477'
 NK0477'MEASUREMENTS TO STATIONS LOCATED CHECKED OK.
 NK0477'
 NK0477'DESCRIPTION IS ADEQUATE EXCEPT THAT A MISTAKE WAS MADE CONCERNING
 NK0477'THE SECTION NUMBER IN WHICH THE STATION EXISTS, DESCRIPTION
 NK0477'READS SECTION 28 WHEREAS IT SHOULD READ SECTION 27
 NK0477
 NK0477                          STATION RECOVERY (1971)
 NK0477
 NK0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (EWH)
 NK0477'A THOROUGH SEARCH OF THE VICINITY OF THE REFERENCE MARK
 NK0477'NO. 2 AND THE AZIMUTH MARK FAILED TO TURN UP ANY EVIDENCE OF
 NK0477'EITHER ONE.
 NK0477'
 NK0477'REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION.
 NK0477
 NK0477                          STATION RECOVERY (1972)
 NK0477
 NK0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NK0477'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION AND
 NK0477'AS PREVIOUSLY DESCRIBED.  A METAL WITNESS POST WAS SET 1
 NK0477'FOOT WEST OF REFERENCE MARK 2 AND A NEW WITNESS SIGN WAS
 NK0477'BOLTED TO THE WITNESS POST AT THE AZIMUTH MARK.
 NK0477'
 NK0477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES
 NK0477'WEST OF SUMNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0473 ***********************************************************************
 NK0473  DESIGNATION -  SUMNER MUNICIPAL TANK
 NK0473  PID         -  NK0473
 NK0473  STATE/COUNTY-  IA/BREMER
 NK0473  USGS QUAD   -  SUMNER (1971)
 NK0473
 NK0473                         *CURRENT SURVEY CONTROL
 NK0473  ___________________________________________________________________
 NK0473* NAD 83(1996)-  42 50 48.96484(N)    092 05 49.56844(W)     ADJUSTED  
 NK0473* NAVD 88     -                                                        
 NK0473  ___________________________________________________________________
 NK0473  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 NK0473  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 NK0473
 NK0473  HORZ ORDER  -  THIRD
 NK0473
 NK0473.The horizontal coordinates were established by classical geodetic methods
 NK0473.and adjusted by the National Geodetic Survey in May 1999..
 NK0473
 NK0473
 NK0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0473
 NK0473.The geoid height was determined by GEOID03.
 NK0473
 NK0473;                    North         East     Units Scale Factor Converg.
 NK0473;SPC IA N     - 1,150,565.212 1,614,666.208   MT  0.99995025   +0 57 02.9
 NK0473;UTM  15      - 4,744,212.708   573,776.349   MT  0.99966696   +0 36 50.5
 NK0473
 NK0473                          SUPERSEDED SURVEY CONTROL
 NK0473
 NK0473  NAD 83(1996)-  42 50 48.96458(N)    092 05 49.56827(W) AD(       ) 4
 NK0473  NAD 83(1986)-  42 50 48.95654(N)    092 05 49.56856(W) AD(       ) 4
 NK0473  NAD 27      -  42 50 49.02600(N)    092 05 48.93300(W) AD(       ) 3
 NK0473
 NK0473.Superseded values are not recommended for survey control.
 NK0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0473.See file dsdata.txt to determine how the superseded data were derived.
 NK0473
 NK0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7377644213(NAD 83)
 NK0473_MARKER: 53 = ELEVATED TANK
 NK0473
 NK0473  HISTORY     - Date     Condition        Report By
 NK0473  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0473  HISTORY     - 1961     GOOD             CGS
 NK0473
 NK0473                          STATION DESCRIPTION
 NK0473
 NK0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0473'STATION IS THE FINIAL OF THE MUNICIPAL TANK IN SUMNER.  IT IS
 NK0473'LOCATED IN THE CENTER OF THE TOWN 1/2 BLOCK S OF THE MAIN STREET,
 NK0473'WHICH IS ALSO IOWA STATE HIGHWAY 93.  IT IS ABOUT 160 FEET HIGH.
 NK0473'IT IS PAINTED SILVER WITH BLACK STEEL STRUCTURE AND BLACK
 NK0473'PIPES.  IT IS DIRECTLY S OF THE AMERICAN LEGION HALL.
 NK0473
 NK0473                          STATION RECOVERY (1961)
 NK0473
 NK0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NK0473'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0475 ***********************************************************************
 NK0475  DESIGNATION -  SUMNER ST JOHNS LUTH CH SPIRE
 NK0475  PID         -  NK0475
 NK0475  STATE/COUNTY-  IA/BREMER
 NK0475  USGS QUAD   -  SUMNER (1971)
 NK0475
 NK0475                         *CURRENT SURVEY CONTROL
 NK0475  ___________________________________________________________________
 NK0475* NAD 83(1996)-  42 50 51.56595(N)    092 05 36.68023(W)     ADJUSTED  
 NK0475* NAVD 88     -                                                        
 NK0475  ___________________________________________________________________
 NK0475  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 NK0475  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 NK0475
 NK0475  HORZ ORDER  -  THIRD
 NK0475
 NK0475.The horizontal coordinates were established by classical geodetic methods
 NK0475.and adjusted by the National Geodetic Survey in May 1999..
 NK0475
 NK0475
 NK0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0475
 NK0475.The geoid height was determined by GEOID03.
 NK0475
 NK0475;                    North         East     Units Scale Factor Converg.
 NK0475;SPC IA N     - 1,150,650.325 1,614,957.463   MT  0.99995029   +0 57 11.6
 NK0475;UTM  15      - 4,744,296.084   574,068.016   MT  0.99966749   +0 36 59.3
 NK0475
 NK0475                          SUPERSEDED SURVEY CONTROL
 NK0475
 NK0475  NAD 83(1996)-  42 50 51.56568(N)    092 05 36.68003(W) AD(       ) 4
 NK0475  NAD 83(1986)-  42 50 51.55767(N)    092 05 36.68024(W) AD(       ) 4
 NK0475  NAD 27      -  42 50 51.62800(N)    092 05 36.05000(W) AD(       ) 3
 NK0475
 NK0475.Superseded values are not recommended for survey control.
 NK0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0475.See file dsdata.txt to determine how the superseded data were derived.
 NK0475
 NK0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7406844296(NAD 83)
 NK0475_MARKER: 90 = CHURCH SPIRE
 NK0475
 NK0475  HISTORY     - Date     Condition        Report By
 NK0475  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0475  HISTORY     - 1961     GOOD             CGS
 NK0475
 NK0475                          STATION DESCRIPTION
 NK0475
 NK0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0475'STATION IS THE SPIRE OF ST. JOHNS LUTHERAN CHURCH.  IT IS AN
 NK0475'OCTAGONAL SPIRE ON TOP OF A SQUARE BRICK CHURCH ABOUT 140
 NK0475'FEET HIGH.  IT IS 2 BLOCKS W OF THE RAILROAD CROSSING AND FRONTING
 NK0475'ON STATE HIGHWAY 93, WHICH IS ALSO THE MAIN STREET OF THE TOWN.
 NK0475
 NK0475                          STATION RECOVERY (1961)
 NK0475
 NK0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NK0475'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0671 ***********************************************************************
 NL0671  DESIGNATION -  SUTHERLAND MUN TANK
 NL0671  PID         -  NL0671
 NL0671  STATE/COUNTY-  IA/O BRIEN
 NL0671  USGS QUAD   -  SUTHERLAND WEST (1971)
 NL0671
 NL0671                         *CURRENT SURVEY CONTROL
 NL0671  ___________________________________________________________________
 NL0671* NAD 83(1996)-  42 58 17.53698(N)    095 30 18.76271(W)     ADJUSTED  
 NL0671* NAVD 88     -       487.     (meters)    1598.     (feet)  VERTCON   
 NL0671  ___________________________________________________________________
 NL0671  LAPLACE CORR-          -6.95  (seconds)                    DEFLEC99
 NL0671  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 NL0671
 NL0671  HORZ ORDER  -  THIRD
 NL0671
 NL0671.The horizontal coordinates were established by classical geodetic methods
 NL0671.and adjusted by the National Geodetic Survey in May 1999..
 NL0671
 NL0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0671
 NL0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0671
 NL0671.The geoid height was determined by GEOID03.
 NL0671
 NL0671;                    North         East     Units Scale Factor Converg.
 NL0671;SPC IA N     - 1,165,395.311 1,336,439.613   MT  0.99995941   -1 21 32.5
 NL0671;UTM  15      - 4,760,699.556   295,705.373   MT  1.00011347   -1 42 29.6
 NL0671
 NL0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0671!SPC IA N     -   0.99992798  x   0.99995941  =   0.99988740
 NL0671!UTM  15      -   0.99992798  x   1.00011347  =   1.00004144
 NL0671
 NL0671                          SUPERSEDED SURVEY CONTROL
 NL0671
 NL0671  NAD 83(1996)-  42 58 17.53698(N)    095 30 18.76272(W) AD(       ) 4
 NL0671  NAD 83(1996)-  42 58 17.53761(N)    095 30 18.75395(W) AD(       ) 4
 NL0671  NAD 83(1986)-  42 58 17.53719(N)    095 30 18.75527(W) AD(       ) 4
 NL0671  NAD 27      -  42 58 17.63071(N)    095 30 17.73145(W) AD(       ) 3
 NL0671  NGVD 29 (07/19/86)  487.     (m)         1598.     (f) VERT ANG       
 NL0671
 NL0671.Superseded values are not recommended for survey control.
 NL0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0671.See file dsdata.txt to determine how the superseded data were derived.
 NL0671
 NL0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH9570560700(NAD 83)
 NL0671_MARKER: 53 = ELEVATED TANK
 NL0671
 NL0671  HISTORY     - Date     Condition        Report By
 NL0671  HISTORY     - 1971     FIRST OBSERVED   NGS
 NL0671
 NL0671                          STATION DESCRIPTION
 NL0671
 NL0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0671'THE SUTHERLAND MUNICIPAL WATER TANK IS LOCATED AT THE SOUTHWEST
 NL0671'EDGE OF SUTHERLAND, ABOUT 0.3 MILE WEST AND 0.2 MILE SOUTH
 NL0671'OF THE POST OFFICE, AND ABOUT 100 FEET WEST OF THE CENTER
 NL0671'OF A PAVED STREET.
 NL0671'
 NL0671'THE TANK IS SILVER, WITH A CONICAL ROOF PAINTED RED, HEMISPHERICAL
 NL0671'BOTTOM, AND SUPPORTED BY FOUR CHANNEL-LACED STEEL LEGS INTERLACED
 NL0671'WITH STEEL RODS, WITH A BALL AT THE APEX OF THE ROOF.  THE
 NL0671'OVERALL HEIGHT BEING 120 FEET.
 NL0671'
 NL0671'THE NAME SUTHERLAND IS PAINTED ON THE SIDE IN BLACK LETTERS.
 NL0671'
 NL0671'THE POINT INTERSECTED WAS THE BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6506 ***********************************************************************
 DG6506  PACS        -  This is a Primary Airport Control Station.
 DG6506  DESIGNATION -  SUX A
 DG6506  PID         -  DG6506
 DG6506  STATE/COUNTY-  IA/WOODBURY
 DG6506  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 DG6506
 DG6506                         *CURRENT SURVEY CONTROL
 DG6506  ___________________________________________________________________
 DG6506* NAD 83(1996)-  42 24 27.46757(N)    096 23 37.52779(W)     ADJUSTED  
 DG6506* NAVD 88     -       331.22   (meters)    1086.7    (feet)  GPS OBS   
 DG6506  ___________________________________________________________________
 DG6506  X           -    -525,266.828 (meters)                     COMP
 DG6506  Y           -  -4,687,469.417 (meters)                     COMP
 DG6506  Z           -   4,279,349.995 (meters)                     COMP
 DG6506  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 DG6506  ELLIP HEIGHT-         305.17  (meters)          (08/05/04) GPS OBS
 DG6506  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DG6506
 DG6506  HORZ ORDER  -  B
 DG6506  ELLP ORDER  -  FOURTH    CLASS I
 DG6506
 DG6506.This mark is at Sioux Gateway Airport (SUX)
 DG6506
 DG6506.The horizontal coordinates were established by GPS observations
 DG6506.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 DG6506
 DG6506.The orthometric height was determined by GPS observations and a
 DG6506.high-resolution geoid model.
 DG6506
 DG6506.GPS derived orthometric heights for airport stations designated as
 DG6506.PACS or SACS are published to 2 decimal places.  This maintains
 DG6506.centimeter relative accuracy between the PACS and SACS.  It does
 DG6506.not indicate centimeter accuracy relative to other marks which are
 DG6506.part of the NAVD 88 network.
 DG6506
 DG6506.Photographs are available for this station.
 DG6506
 DG6506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6506
 DG6506.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6506
 DG6506.The ellipsoidal height was determined by GPS observations
 DG6506.and is referenced to NAD 83.
 DG6506
 DG6506.The geoid height was determined by GEOID03.
 DG6506
 DG6506;                    North         East     Units Scale Factor Converg.
 DG6506;SPC IA N     - 1,104,892.354 1,261,843.266   MT  0.99995561   -1 57 40.4
 DG6506;UTM  14      - 4,698,327.286   714,466.574   MT  1.00016596   +1 45 30.0
 DG6506
 DG6506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6506!SPC IA N     -   0.99995214  x   0.99995561  =   0.99990775
 DG6506!UTM  14      -   0.99995214  x   1.00016596  =   1.00011809
 DG6506
 DG6506                          SUPERSEDED SURVEY CONTROL
 DG6506
 DG6506.No superseded survey control is available for this station.
 DG6506
 DG6506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1446798327(NAD 83)
 DG6506_MARKER: I = METAL ROD
 DG6506_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG6506_STAMPING: SUX A 2004
 DG6506_MARK LOGO: NGS   
 DG6506_PROJECTION: FLUSH
 DG6506_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6506+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 DG6506_ROD/PIPE-DEPTH: 18.0 meters
 DG6506_SLEEVE-DEPTH  : .9 meters
 DG6506
 DG6506  HISTORY     - Date     Condition        Report By
 DG6506  HISTORY     - 20040614 MONUMENTED       MSAM
 DG6506  HISTORY     - 20040904 GOOD             NGS
 DG6506
 DG6506                          STATION DESCRIPTION
 DG6506
 DG6506'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG6506'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC. 2004 (DJK) THE
 DG6506'STATION IS LOCATED AT THE SIOUX GATEWAY AIRPORT IN SIOUX CITY, IOWA.
 DG6506'IT IS 11.3 KM (7.0 MI) SOUTH OF SIOUX CITY, 4.8 KM (3.0 MI) SOUTH OF
 DG6506'THE INTERSECTION OF I-29 AND HIGHWAY  129 AT THE SERGEANT BLUFF EXIT
 DG6506'FROM I-29, AND 1.12 KM (.70 MI) WEST OF SERGEANT BLUFF. THE AIRPORT IS
 DG6506'CONTROLLED PERMISSION MUST BE OBTAINED BY CONTACTING AIRPORT MANAGER.
 DG6506'AIRPORT MANAGER- GLEN JANUSKA.  PHONE- 712-279-0170
 DG6506' 
 DG6506'TO REACH THE STATION FROM EXIT 141 ON INTERSTATE 29 GO WEST ON OGDEN
 DG6506'FOR .32 KM (.20 MI) TO MACARTHUR.  TURN LEFT (SOUTH) ON MACARTHUR FOR
 DG6506'.32 KM (.20 MI) TO AN ASPHALT ACCESS  ROAD LEADING TO A GATE.  TURN
 DG6506'RIGHT (WEST) FOR 61.0 M (200 FT) TO AN ELECTRIC GATE.   CONTINUE
 DG6506'THROUGH GATE FOR .32 KM (.20 MI) TO A STOP SIGN AT THE APRON.
 DG6506'CONTINUE STRAIGHT  ACROSS APRON FOR .16 KM (.10 MI) TO TAXIWAY C.
 DG6506'TURN RIGHT (NORTH) ON TAXIWAY C FOR .40 KM (.25 MI) TO TAXIWAY D.
 DG6506'TURN LEFT (WEST) ON TAXIWAY D FOR .32 KM (.20 MI) WHILE CROSSING
 DG6506'RUNWAY 17-35 TO THE INTERSECTION OF TAXIWAY D AND A.  TURN RIGHT
 DG6506'(NORTHWEST) ON  TAXIWAY A FOR 1.0 KM (.63 MI) TO A DIRT ACCESS ROAD ON
 DG6506'THE LEFT (SOUTHWEST).  TURN LEFT  (SOUTHWEST) ON THE DIRT ACCESS ROAD
 DG6506'FOR 91.0 M (300') TO THE STATION ON THE LEFT  (SOUTHEAST).  THE
 DG6506'STATION IS LOCATED IN THE GRASS AREA FORMED BY TAXIWAYS E, A, AND
 DG6506'RUNWAY 13-31.
 DG6506' 
 DG6506'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD DRIVEN TO
 DG6506'REFUSAL AT A DEPTH OF 18.0 M (59.0 FT) ENCASED IN A 0.9 M (3.0 FT)
 DG6506'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 DG6506'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 86.6 M
 DG6506'(284.1 FT)  NORTHEAST OF THE NORTHEASTERN MOST OF TWO VASI LIGHTS,
 DG6506'80.9 M (265.4 FT) SOUTHEAST OF AN ELECTRIC RISER BOX, 54.3 M (178.1
 DG6506'FT) SOUTHEAST OF A WINDSOCK, AND 1.0 M (3.28 FT)  NORTHEAST OF A
 DG6506'FIBERGLASS WITNESS POST.  THIS STATION IS DESIGNATED AS A PRIMARY
 DG6506'CONTROL STATION.
 DG6506
 DG6506                          STATION RECOVERY (2004)
 DG6506
 DG6506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRL)
 DG6506'RECOVERED AS DESCRIBED.  THIS IS THE PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6507 ***********************************************************************
 DG6507  SACS        -  This is a Secondary Airport Control Station.
 DG6507  DESIGNATION -  SUX B
 DG6507  PID         -  DG6507
 DG6507  STATE/COUNTY-  IA/WOODBURY
 DG6507  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 DG6507
 DG6507                         *CURRENT SURVEY CONTROL
 DG6507  ___________________________________________________________________
 DG6507* NAD 83(1996)-  42 23 42.11397(N)    096 22 37.78276(W)     ADJUSTED  
 DG6507* NAVD 88     -       332.65   (meters)    1091.4    (feet)  GPS OBS   
 DG6507  ___________________________________________________________________
 DG6507  X           -    -524,014.005 (meters)                     COMP
 DG6507  Y           -  -4,688,560.257 (meters)                     COMP
 DG6507  Z           -   4,278,317.499 (meters)                     COMP
 DG6507  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 DG6507  ELLIP HEIGHT-         306.57  (meters)          (08/05/04) GPS OBS
 DG6507  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DG6507
 DG6507  HORZ ORDER  -  FIRST
 DG6507  ELLP ORDER  -  FOURTH    CLASS I
 DG6507
 DG6507.This mark is at Sioux Gateway Airport (SUX)
 DG6507
 DG6507.The horizontal coordinates were established by GPS observations
 DG6507.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 DG6507
 DG6507.The orthometric height was determined by GPS observations and a
 DG6507.high-resolution geoid model.
 DG6507
 DG6507.GPS derived orthometric heights for airport stations designated as
 DG6507.PACS or SACS are published to 2 decimal places.  This maintains
 DG6507.centimeter relative accuracy between the PACS and SACS.  It does
 DG6507.not indicate centimeter accuracy relative to other marks which are
 DG6507.part of the NAVD 88 network.
 DG6507
 DG6507.Photographs are available for this station.
 DG6507
 DG6507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6507
 DG6507.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6507
 DG6507.The ellipsoidal height was determined by GPS observations
 DG6507.and is referenced to NAD 83.
 DG6507
 DG6507.The geoid height was determined by GEOID03.
 DG6507
 DG6507;                    North         East     Units Scale Factor Converg.
 DG6507;SPC IA N     - 1,103,447.183 1,263,160.961   MT  0.99995663   -1 56 59.9
 DG6507;UTM  14      - 4,696,970.346   715,875.541   MT  1.00017342   +1 46 08.8
 DG6507
 DG6507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6507!SPC IA N     -   0.99995192  x   0.99995663  =   0.99990855
 DG6507!UTM  14      -   0.99995192  x   1.00017342  =   1.00012533
 DG6507
 DG6507                          SUPERSEDED SURVEY CONTROL
 DG6507
 DG6507.No superseded survey control is available for this station.
 DG6507
 DG6507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1587696970(NAD 83)
 DG6507_MARKER: DH = HORIZONTAL CONTROL DISK
 DG6507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6507_STAMPING: SUX B 2004
 DG6507_MARK LOGO: NGS   
 DG6507_PROJECTION: FLUSH
 DG6507_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6507+STABILITY: SURFACE MOTION
 DG6507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6507+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 DG6507
 DG6507  HISTORY     - Date     Condition        Report By
 DG6507  HISTORY     - 20040614 MONUMENTED       MSAM
 DG6507  HISTORY     - 20040903 GOOD             NGS
 DG6507
 DG6507                          STATION DESCRIPTION
 DG6507
 DG6507'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG6507'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC. 2004 (DJK) THE
 DG6507'STATION IS LOCATED AT THE SIOUX GATEWAY AIRPORT IN SIOUX CITY, IOWA.
 DG6507'IT IS 11.3 KM (7.0 MI) SOUTH OF SIOUX CITY, 4.8 KM (3.0 MI) SOUTH OF
 DG6507'THE INTERSECTION OF I-29 AND HIGHWAY  129 AT THE SERGEANT BLUFF EXIT
 DG6507'FROM I-29, AND 1.12 KM (.70 MI) WEST OF SERGEANT BLUFF. AIRPORT IS
 DG6507'CONTROLLED PERMISSION MUST BE OBTAINED BY CONTACTING AIRPORT MANAGER.
 DG6507'AIRPORT MANAGER- GLEN JANUSKA.  PHONE- 712-279-0170
 DG6507' 
 DG6507'TO REACH THE STATION FROM EXIT 141 ON INTERSTATE 29 GO WEST ON OGDEN
 DG6507'FOR .32 KM (.20 MI) TO MACARTHUR.  TURN LEFT (SOUTH) ON MACARTHUR FOR
 DG6507'.32 KM (.20 MI) TO AN ASPHALT ACCESS  ROAD LEADING TO A GATE.  TURN
 DG6507'RIGHT (WEST) FOR 61.0 M (200 FT) TO AN ELECTRIC GATE.   CONTINUE
 DG6507'THROUGH GATE FOR .32 KM (.20 MI) TO A STOP SIGN AT THE APRON.  TURN
 DG6507'LEFT (SOUTH) FOR .16 KM (.10 MI) TO TAXIWAY A.  TURN LEFT (SOUTHEAST)
 DG6507'ON TAXIWAY A FOR .16 KM (.10 MI) TO AN ASPHALT ACCESS ROAD ON THE
 DG6507'RIGHT (SOUTHWEST).  TURN RIGHT (SOUTHWEST) FOR 61.0 M (200') TO THE
 DG6507'STATION ON THE LEFT (SOUTHEAST).  STATION IS LOCATED IN THE GRASS AREA
 DG6507'FORMED BY TAXIWAYS B, A, AND RUNWAY 13-31.
 DG6507' 
 DG6507'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A  CONCRETE POST.  IT
 DG6507'IS 43.4 M (142.4 FT) SOUTHEAST FROM A TAXIWAY LIGHT JUST NORTH OF AN
 DG6507'ASPHALT ACCESS RD, 40.9 M (134.20 FT) SOUTHWEST OF THE SOUTHWEST EDGE
 DG6507'OF TAXIWAY A, 11.3 M (37.1 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF AN
 DG6507'ASPHALT ACCESS ROAD LEADING TO SOME ELECTRIC RISERS, AND  1.0 M (3.28
 DG6507'FT) NORTHEAST OF A FIBERGLASS WITNESS POST.  THIS STATION IS
 DG6507'DESIGNATED AS A  SECONDARY AIRPORT CONTROL STATION.
 DG6507
 DG6507                          STATION RECOVERY (2004)
 DG6507
 DG6507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRL)
 DG6507'RECOVERED AS DESCRIBED. THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0740 ***********************************************************************
 MG0740  DESIGNATION -  SWEETLAND
 MG0740  PID         -  MG0740
 MG0740  STATE/COUNTY-  IA/MUSCATINE
 MG0740  USGS QUAD   -  ILLINOIS CITY (1991)
 MG0740
 MG0740                         *CURRENT SURVEY CONTROL
 MG0740  ___________________________________________________________________
 MG0740* NAD 83(1996)-  41 28 38.47452(N)    090 54 55.33315(W)     ADJUSTED  
 MG0740* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 MG0740  ___________________________________________________________________
 MG0740  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 MG0740  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0740
 MG0740  HORZ ORDER  -  FIRST
 MG0740
 MG0740.The horizontal coordinates were established by classical geodetic methods
 MG0740.and adjusted by the National Geodetic Survey in May 1999..
 MG0740
 MG0740.The orthometric height was scaled from a topographic map.
 MG0740
 MG0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0740
 MG0740.The geoid height was determined by GEOID03.
 MG0740
 MG0740;                    North         East     Units Scale Factor Converg.
 MG0740;SPC IA S     -   167,266.839   715,841.435   MT  0.99995998   +1 42 09.0
 MG0740;SPC IL W     -   534,307.253   637,467.797   MT  0.99998928   -0 29 45.2
 MG0740;SPC IL W     - 1,752,973.05  2,091,425.60   sFT  0.99998928   -0 29 45.2
 MG0740;UTM  15      - 4,593,847.746   674,054.351   MT  0.99997283   +1 22 51.8
 MG0740
 MG0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0740!SPC IA S     -   0.99996829  x   0.99995998  =   0.99992827
 MG0740!SPC IL W     -   0.99996829  x   0.99998928  =   0.99995757
 MG0740!UTM  15      -   0.99996829  x   0.99997283  =   0.99994112
 MG0740
 MG0740|---------------------------------------------------------------------|
 MG0740| PID    Reference Object                     Distance      Geod. Az  |
 MG0740|                                                           dddmmss.s |
 MG0740| CL9957 SWEETLAND RM 1                       14.840 METERS 17954     |
 MG0740| MG0793 MUSCATINE AIRPORT BEACON 27A        APPROX.23.0 KM 2363913.1 |
 MG0740| CL9958 SWEETLAND RM 2                                     2905645.2 |
 MG0740|---------------------------------------------------------------------|
 MG0740
 MG0740                          SUPERSEDED SURVEY CONTROL
 MG0740
 MG0740  NAD 83(1986)-  41 28 38.47198(N)    090 54 55.34455(W) AD(       ) 1
 MG0740  NAD 27      -  41 28 38.36900(N)    090 54 54.81300(W) AD(       ) 1
 MG0740
 MG0740.Superseded values are not recommended for survey control.
 MG0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0740.See file dsdata.txt to determine how the superseded data were derived.
 MG0740
 MG0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF7405493848(NAD 83)
 MG0740_MARKER: DS = TRIANGULATION STATION DISK
 MG0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0740
 MG0740  HISTORY     - Date     Condition        Report By
 MG0740  HISTORY     - 1931     MONUMENTED       CGS
 MG0740  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 MG0740
 MG0740                          STATION DESCRIPTION
 MG0740
 MG0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 MG0740'STATION IS 2-1/2 MILES NORTH OF FAIRPORT, IOWA, ON LAND OWNED
 MG0740'BY MR. HENRY RAHLF.
 MG0740'
 MG0740'TO REACH FROM MUSCATINE, GO VIA U.S. HIGHWAY 61 TO ITS JUNCTION
 MG0740'WITH STATE HIGHWAY 22, THENCE VIA STATE HIGHWAY 22 FOR A
 MG0740'DISTANCE OF 1.5 MILES TO POINT WHERE A GRAVEL ROAD TURNS
 MG0740'OUT TO RIGHT, AT A SIGN WILD CATS DEN STATE PARK, CONTINUE
 MG0740'ON THIS ROAD FOR A DISTANCE OF 5.6 MILES TO A CROSS ROAD,
 MG0740'THEN TURN LEFT AT CROSSROADS AND CONTINUE 0.5 MILE TO A
 MG0740'STATION SITE.  MARK IS ON TOP OF A HILL, IN A PASTURE, ON
 MG0740'THE EAST SIDE OF A GRADED ROAD, 13.2 METERS WEST OF A 16-INCH
 MG0740'APPLE TREE, 16.4 METERS NORTH OF AN 18-INCH TREE IN A HOLE,
 MG0740'44.0 METERS EAST OF FENCE LINE ON EAST SIDE OF ROAD, AND
 MG0740'50.6 METERS EAST OF CENTERLINE OF GRADED ROAD.
 MG0740'7A.
 MG0740'
 MG0740'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, IN THE FENCE
 MG0740'LINE ON THE EAST SIDE OF ROAD, 6 METERS EAST OF CENTERLINE
 MG0740'OF GRADED ROAD.
 MG0740'
 MG0740'REFERENCE MARK NO. 2 IS WEST OF THE STATION, IN LANE LEADING
 MG0740'INTO MR. H. RAHLFS FARMHOUSE, 1 FOOT EAST OF WOVEN WIRE
 MG0740'FENCE ON THE WEST SIDE OF LANE, AND 63 METERS NORTH OF CENTERLINE
 MG0740'OF GRADED ROAD.
 MG0740'
 MG0740'HEIGHT OF SIGNAL ABOVE STATION MARK - 31 METERS.
 MG0740
 MG0740                          STATION RECOVERY (1998)
 MG0740
 MG0740'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0819 ***********************************************************************
 NM0819  DESIGNATION -  T
 NM0819  PID         -  NM0819
 NM0819  STATE/COUNTY-  IA/PLYMOUTH
 NM0819  USGS QUAD   -  JEFFERSON (1994)
 NM0819
 NM0819                         *CURRENT SURVEY CONTROL
 NM0819  ___________________________________________________________________
 NM0819* NAD 83(1986)-  42 47 38.     (N)    096 34 49.     (W)     SCALED    
 NM0819* NAVD 88     -       346.020  (meters)    1135.23   (feet)  ADJUSTED  
 NM0819  ___________________________________________________________________
 NM0819  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 NM0819  DYNAMIC HT  -         345.924 (meters)    1134.92  (feet)  COMP
 NM0819  MODELED GRAV-     980,332.8   (mgal)                       NAVD 88
 NM0819
 NM0819  VERT ORDER  -  FIRST     CLASS II
 NM0819
 NM0819.The horizontal coordinates were scaled from a topographic map and have
 NM0819.an estimated accuracy of +/- 6 seconds.
 NM0819
 NM0819.The orthometric height was determined by differential leveling
 NM0819.and adjusted by the National Geodetic Survey in June 1991..
 NM0819
 NM0819.The geoid height was determined by GEOID03.
 NM0819
 NM0819.The dynamic height is computed by dividing the NAVD 88
 NM0819.geopotential number by the normal gravity value computed on the
 NM0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0819.degrees latitude (g = 980.6199 gals.).
 NM0819
 NM0819.The modeled gravity was interpolated from observed gravity values.
 NM0819
 NM0819;                    North         East    Units  Estimated Accuracy
 NM0819;SPC IA N     - 1,148,310.    1,248,060.      MT  (+/- 180 meters Scaled)
 NM0819
 NM0819                          SUPERSEDED SURVEY CONTROL
 NM0819
 NM0819  NGVD 29 (??/??/92)  345.829  (m)         1134.61   (f) ADJ UNCH    1 2
 NM0819
 NM0819.Superseded values are not recommended for survey control.
 NM0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0819.See file dsdata.txt to determine how the superseded data were derived.
 NM0819
 NM0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN978407(NAD 83)
 NM0819_MARKER: P = PIPE CAP
 NM0819_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0819_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0819_STAMPING: T 1903
 NM0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0819
 NM0819  HISTORY     - Date     Condition        Report By
 NM0819  HISTORY     - 1903     MONUMENTED       CGS
 NM0819  HISTORY     - 1948     GOOD             NGS
 NM0819  HISTORY     - 1967     POOR             USGS
 NM0819
 NM0819                          STATION DESCRIPTION
 NM0819
 NM0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0819'2.5 MI SW FROM AKRON.
 NM0819'2.5 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0819'PACIFIC RAILROAD FROM THE STATION AT AKRON, 0.25 MILE SOUTH OF
 NM0819'MILEPOST 10, 94.6 FEET SOUTH OF THE 8TH. POLE SOUTH OF THE
 NM0819'MILEPOST, 77.4 FEET NORTH OF THE 9TH. POLE SOUTH OF THE MILEPOST,
 NM0819'26.3 FEET NORTHEAST OF A POWER LINE POLE, 33.0 FEET NORTH OF THE
 NM0819'CENTER LINE OF A ROAD, 27.2 FEET WEST OF THE WEST RAIL OF THE
 NM0819'TRACK, 3.4 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 1.2 FEET
 NM0819'SOUTH OF A REFERENCE POST, A CAP RIVETED ON TOP OF A 3 1/2-INCH
 NM0819'IRON PIPE AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THE
 NM0819'CAP WAS STAMPED BY THIS PARTY IN 1948.
 NM0819
 NM0819                          STATION RECOVERY (1967)
 NM0819
 NM0819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NM0819'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0132 ***********************************************************************
 OP0132  DESIGNATION -  T 1
 OP0132  PID         -  OP0132
 OP0132  STATE/COUNTY-  IA/KOSSUTH
 OP0132  USGS QUAD   -  ALGONA (1972)
 OP0132
 OP0132                         *CURRENT SURVEY CONTROL
 OP0132  ___________________________________________________________________
 OP0132* NAD 83(1986)-  43 01 17.     (N)    094 12 34.     (W)     SCALED    
 OP0132* NAVD 88     -       341.138  (meters)    1119.22   (feet)  ADJUSTED  
 OP0132  ___________________________________________________________________
 OP0132  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 OP0132  DYNAMIC HT  -         341.036 (meters)    1118.88  (feet)  COMP
 OP0132  MODELED GRAV-     980,312.0   (mgal)                       NAVD 88
 OP0132
 OP0132  VERT ORDER  -  FIRST     CLASS II
 OP0132
 OP0132.The horizontal coordinates were scaled from a topographic map and have
 OP0132.an estimated accuracy of +/- 6 seconds.
 OP0132
 OP0132.The orthometric height was determined by differential leveling
 OP0132.and adjusted by the National Geodetic Survey in June 1991..
 OP0132
 OP0132.The geoid height was determined by GEOID03.
 OP0132
 OP0132.The dynamic height is computed by dividing the NAVD 88
 OP0132.geopotential number by the normal gravity value computed on the
 OP0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0132.degrees latitude (g = 980.6199 gals.).
 OP0132
 OP0132.The modeled gravity was interpolated from observed gravity values.
 OP0132
 OP0132;                    North         East    Units  Estimated Accuracy
 OP0132;SPC IA N     - 1,169,240.    1,442,170.      MT  (+/- 180 meters Scaled)
 OP0132
 OP0132                          SUPERSEDED SURVEY CONTROL
 OP0132
 OP0132  NGVD 29 (??/??/92)  341.085  (m)         1119.04   (f) ADJ UNCH    1 2
 OP0132
 OP0132.Superseded values are not recommended for survey control.
 OP0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0132.See file dsdata.txt to determine how the superseded data were derived.
 OP0132
 OP0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH014639(NAD 83)
 OP0132_MARKER: DB = BENCH MARK DISK
 OP0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0132_SP_SET: CULVERT
 OP0132_STAMPING: T 1 1930
 OP0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0132
 OP0132  HISTORY     - Date     Condition        Report By
 OP0132  HISTORY     - 1930     MONUMENTED       CGS
 OP0132  HISTORY     - 1934     POOR             NGS
 OP0132
 OP0132                          STATION DESCRIPTION
 OP0132
 OP0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0132'1.5 MI N FROM IRVINGTON.
 OP0132'1.5 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OP0132'IRVINGTON, KOSSUTH COUNTY, AND IN THE BELL END OF THE SECOND SECTION
 OP0132'OF CONCRETE PIPE AT THE EAST END OF CULVERT 771.  A STANDARD DISK,
 OP0132'STAMPED T 1 1930.  NOTE-- IT WAS REPORTED IN MAY 1931 THAT THE CULVERT
 OP0132'HAD SETTLED OUT OF LINE AND SURFACE ABOUT 3 INCHES.  SOIL AND WATER
 OP0132'CONDITIONS AT THIS LOCATION WILL CHANGE THE CULVERT ALIGNMENT AND
 OP0132'SURFACE FROM TIME TO TIME MAKING IT IMPOSSIBLE TO ESTABLISH A
 OP0132'PERMANENT ELEVATION ON THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0101 ***********************************************************************
 NK0101  DESIGNATION -  T 10
 NK0101  PID         -  NK0101
 NK0101  STATE/COUNTY-  IA/MARSHALL
 NK0101  USGS QUAD   -  MARSHALLTOWN (1980)
 NK0101
 NK0101                         *CURRENT SURVEY CONTROL
 NK0101  ___________________________________________________________________
 NK0101* NAD 83(1986)-  42 02 27.     (N)    092 55 04.     (W)     SCALED    
 NK0101* NAVD 88     -       272.597  (meters)     894.35   (feet)  ADJUSTED  
 NK0101  ___________________________________________________________________
 NK0101  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NK0101  DYNAMIC HT  -         272.495 (meters)     894.01  (feet)  COMP
 NK0101  MODELED GRAV-     980,242.7   (mgal)                       NAVD 88
 NK0101
 NK0101  VERT ORDER  -  FIRST     CLASS II
 NK0101
 NK0101.The horizontal coordinates were scaled from a topographic map and have
 NK0101.an estimated accuracy of +/- 6 seconds.
 NK0101
 NK0101.The orthometric height was determined by differential leveling
 NK0101.and adjusted by the National Geodetic Survey in June 1991..
 NK0101
 NK0101.The geoid height was determined by GEOID03.
 NK0101
 NK0101.The dynamic height is computed by dividing the NAVD 88
 NK0101.geopotential number by the normal gravity value computed on the
 NK0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0101.degrees latitude (g = 980.6199 gals.).
 NK0101
 NK0101.The modeled gravity was interpolated from observed gravity values.
 NK0101
 NK0101;                    North         East    Units  Estimated Accuracy
 NK0101;SPC IA N     - 1,060,240.    1,548,210.      MT  (+/- 180 meters Scaled)
 NK0101
 NK0101                          SUPERSEDED SURVEY CONTROL
 NK0101
 NK0101  NGVD 29 (??/??/92)  272.581  (m)          894.29   (f) ADJ UNCH    1 2
 NK0101
 NK0101.Superseded values are not recommended for survey control.
 NK0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0101.See file dsdata.txt to determine how the superseded data were derived.
 NK0101
 NK0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG068543(NAD 83)
 NK0101_MARKER: DB = BENCH MARK DISK
 NK0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0101_STAMPING: T 10 1933
 NK0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0101+STABILITY: SURFACE MOTION
 NK0101
 NK0101  HISTORY     - Date     Condition        Report By
 NK0101  HISTORY     - 1933     MONUMENTED       CGS
 NK0101  HISTORY     - 1934     GOOD             NGS
 NK0101
 NK0101                          STATION DESCRIPTION
 NK0101
 NK0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0101'AT MARSHALLTOWN.
 NK0101'AT MARSHALLTOWN, MARSHALL COUNTY, ON THE CHICAGO GREAT WESTERN
 NK0101'RAILROAD, 123 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN
 NK0101'INTERLOCKING TOWER IN THE RAILROAD YARDS, 109 FEET SOUTHWEST
 NK0101'OF THE SOUTHEAST CORNER OF THE EMPIRE SAND AND GRAVEL CO. OFFICE
 NK0101'ON SOUTH THIRD STREET, 49 FEET WEST OF THE CENTERLINE OF SOUTH
 NK0101'THIRD STREET, AND 31-1/2 FEET NORTH OF THE CENTERLINE OF THE
 NK0101'EAST-BOUND TRACK.  A STANDARD DISK, STAMPED T 10 1933 AND SET IN
 NK0101'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0215 ***********************************************************************
 MJ0215  DESIGNATION -  T 100
 MJ0215  PID         -  MJ0215
 MJ0215  STATE/COUNTY-  IA/AUDUBON
 MJ0215  USGS QUAD   -  AUDUBON (1983)
 MJ0215
 MJ0215                         *CURRENT SURVEY CONTROL
 MJ0215  ___________________________________________________________________
 MJ0215* NAD 83(1986)-  41 40 05.     (N)    094 54 20.     (W)     SCALED    
 MJ0215* NAVD 88     -       385.884  (meters)    1266.02   (feet)  ADJUSTED  
 MJ0215  ___________________________________________________________________
 MJ0215  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 MJ0215  DYNAMIC HT  -         385.737 (meters)    1265.54  (feet)  COMP
 MJ0215  MODELED GRAV-     980,228.9   (mgal)                       NAVD 88
 MJ0215
 MJ0215  VERT ORDER  -  SECOND    CLASS 0
 MJ0215
 MJ0215.The horizontal coordinates were scaled from a topographic map and have
 MJ0215.an estimated accuracy of +/- 6 seconds.
 MJ0215
 MJ0215.The orthometric height was determined by differential leveling
 MJ0215.and adjusted by the National Geodetic Survey in June 1991..
 MJ0215
 MJ0215.The geoid height was determined by GEOID03.
 MJ0215
 MJ0215.The dynamic height is computed by dividing the NAVD 88
 MJ0215.geopotential number by the normal gravity value computed on the
 MJ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0215.degrees latitude (g = 980.6199 gals.).
 MJ0215
 MJ0215.The modeled gravity was interpolated from observed gravity values.
 MJ0215
 MJ0215;                    North         East    Units  Estimated Accuracy
 MJ0215;SPC IA S     -   186,190.      382,950.      MT  (+/- 180 meters Scaled)
 MJ0215
 MJ0215                          SUPERSEDED SURVEY CONTROL
 MJ0215
 MJ0215  NGVD 29 (??/??/92)  385.809  (m)         1265.78   (f) ADJ UNCH    2 0
 MJ0215
 MJ0215.Superseded values are not recommended for survey control.
 MJ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0215.See file dsdata.txt to determine how the superseded data were derived.
 MJ0215
 MJ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG413146(NAD 83)
 MJ0215_MARKER: DB = BENCH MARK DISK
 MJ0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0215_SP_SET: BRIDGE
 MJ0215_STAMPING: T 100 1935
 MJ0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0215
 MJ0215  HISTORY     - Date     Condition        Report By
 MJ0215  HISTORY     - 1935     MONUMENTED       CGS
 MJ0215  HISTORY     - 1941     GOOD             NGS
 MJ0215  HISTORY     - 1982     GOOD             NGS
 MJ0215  HISTORY     - 20040328 MARK NOT FOUND   JCLS
 MJ0215
 MJ0215                          STATION DESCRIPTION
 MJ0215
 MJ0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MJ0215'AT HAMLIN.
 MJ0215'AT HAMLIN, AUDUBON COUNTY, ON U.S. HIGHWAY 71, 350 FEET NORTH OF
 MJ0215'THE INTERSECTION OF STATE HIGHWAY 64, AT A 100-FOOT STEEL BRIDGE,
 MJ0215'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE BACKWALL, AND ABOUT
 MJ0215'6 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED T 100
 MJ0215'1935.
 MJ0215
 MJ0215                          STATION RECOVERY (1982)
 MJ0215
 MJ0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MJ0215'THE STATE HIGHWAY 64, IS NOW STATE HIGHWAY 44.
 MJ0215
 MJ0215                          STATION RECOVERY (2004)
 MJ0215
 MJ0215'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 MJ0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0940 ***********************************************************************
 NL0940  DESIGNATION -  T 101 RESET
 NL0940  PID         -  NL0940
 NL0940  STATE/COUNTY-  IA/GREENE
 NL0940  USGS QUAD   -  JEFFERSON WEST (1986)
 NL0940
 NL0940                         *CURRENT SURVEY CONTROL
 NL0940  ___________________________________________________________________
 NL0940* NAD 83(1986)-  42 07 21.     (N)    094 28 29.     (W)     SCALED    
 NL0940* NAVD 88     -       347.54   (meters)    1140.2    (feet)  RESET     
 NL0940  ___________________________________________________________________
 NL0940  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 NL0940
 NL0940  VERT ORDER  -  THIRD
 NL0940
 NL0940.The horizontal coordinates were scaled from a topographic map and have
 NL0940.an estimated accuracy of +/- 6 seconds.
 NL0940
 NL0940.The orthometric height was computed from unverified reset data.
 NL0940
 NL0940.The geoid height was determined by GEOID03.
 NL0940
 NL0940;                    North         East    Units  Estimated Accuracy
 NL0940;SPC IA N     - 1,069,610.    1,419,400.      MT  (+/- 180 meters Scaled)
 NL0940
 NL0940                          SUPERSEDED SURVEY CONTROL
 NL0940
 NL0940  NGVD 29 (05/12/04)  347.50   (m)         1140.1    (f) RESET       3  
 NL0940
 NL0940.Superseded values are not recommended for survey control.
 NL0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0940.See file dsdata.txt to determine how the superseded data were derived.
 NL0940
 NL0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG781644(NAD 83)
 NL0940_MARKER: DB = BENCH MARK DISK
 NL0940_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NL0940_SP_SET: SHALLOW-SET PIPE
 NL0940_STAMPING: T 101 RESET 1983
 NL0940_MARK LOGO: NGS   
 NL0940_PROJECTION: FLUSH
 NL0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0940_ROD/PIPE-DEPTH: 1.21 meters
 NL0940
 NL0940  HISTORY     - Date     Condition        Report By
 NL0940  HISTORY     - 1983     MONUMENTED       NGS
 NL0940
 NL0940                          STATION DESCRIPTION
 NL0940
 NL0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NL0940'3.2 KM (2.00 MI) SOUTH FROM CHURDAN.
 NL0940'0.32 KM (0.20 MI) EAST ALONG THE MAIN STREET, FROM THE POST OFFICE IN
 NL0940'CHURDAN, TO STATE HIGHWAY 4, THENCE 0.40 KM (0.25 MI) RIGHT AND SOUTH
 NL0940'TO A CURVE TO THE EAST AND GREENE COUNTY ROAD P14, THENCE 3.21 KM
 NL0940'(2.00 MI) SOUTH ALONG ROAD P14 TO A JOG IN THE ROAD, A CROSSROAD AND
 NL0940'THE BENCH MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION, 16.9 M
 NL0940'(55.4 FT) SOUTHEAST OF THE CENTERLINE OF ROAD P14, 8.8 M (28.9 FT)
 NL0940'SOUTH OF THE CENTERLINE OF A GRADED ROAD, 0.62 M (2.0 FT) SOUTHWEST
 NL0940'OF A JUNCTION POWERLINE POLE.
 NL0940'THE MARK IS 0.35 METERS  NE FROM  A WITNESS POST
 NL0940'THE MARK IS 0.6 M ABOVE ROAD P14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0131 ***********************************************************************
 MJ0131  DESIGNATION -  T 103
 MJ0131  PID         -  MJ0131
 MJ0131  STATE/COUNTY-  IA/ADAIR
 MJ0131  USGS QUAD   -  GREENFIELD (1983)
 MJ0131
 MJ0131                         *CURRENT SURVEY CONTROL
 MJ0131  ___________________________________________________________________
 MJ0131* NAD 83(1986)-  41 20 43.     (N)    094 26 34.     (W)     SCALED    
 MJ0131* NAVD 88     -       407.342  (meters)    1336.42   (feet)  ADJUSTED  
 MJ0131  ___________________________________________________________________
 MJ0131  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 MJ0131  DYNAMIC HT  -         407.154 (meters)    1335.80  (feet)  COMP
 MJ0131  MODELED GRAV-     980,150.7   (mgal)                       NAVD 88
 MJ0131
 MJ0131  VERT ORDER  -  SECOND    CLASS 0
 MJ0131
 MJ0131.The horizontal coordinates were scaled from a topographic map and have
 MJ0131.an estimated accuracy of +/- 6 seconds.
 MJ0131
 MJ0131.The orthometric height was determined by differential leveling
 MJ0131.and adjusted by the National Geodetic Survey in June 1991..
 MJ0131
 MJ0131.The geoid height was determined by GEOID03.
 MJ0131
 MJ0131.The dynamic height is computed by dividing the NAVD 88
 MJ0131.geopotential number by the normal gravity value computed on the
 MJ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0131.degrees latitude (g = 980.6199 gals.).
 MJ0131
 MJ0131.The modeled gravity was interpolated from observed gravity values.
 MJ0131
 MJ0131;                    North         East    Units  Estimated Accuracy
 MJ0131;SPC IA S     -   149,820.      421,100.      MT  (+/- 180 meters Scaled)
 MJ0131
 MJ0131                          SUPERSEDED SURVEY CONTROL
 MJ0131
 MJ0131  NGVD 29 (??/??/92)  407.232  (m)         1336.06   (f) ADJ UNCH    2 0
 MJ0131
 MJ0131.Superseded values are not recommended for survey control.
 MJ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0131.See file dsdata.txt to determine how the superseded data were derived.
 MJ0131
 MJ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF792780(NAD 83)
 MJ0131_MARKER: DB = BENCH MARK DISK
 MJ0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0131_STAMPING: T 103 1935
 MJ0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0131+STABILITY: SURFACE MOTION
 MJ0131
 MJ0131  HISTORY     - Date     Condition        Report By
 MJ0131  HISTORY     - 1935     MONUMENTED       CGS
 MJ0131
 MJ0131                          STATION DESCRIPTION
 MJ0131
 MJ0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0131'3.7 MI N FROM GREENFIELD.
 MJ0131'3.7 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE COURTHOUSE AT
 MJ0131'GREENFIELD, ADAIR COUNTY, 700 FEET SOUTH OF A FARMHOUSE ON THE
 MJ0131'WEST SIDE OF THE HIGHWAY, AT A ROAD INTERSECTION, 34 FEET SOUTH
 MJ0131'OF THE CENTERLINE OF THE CROSSROAD, 34 FEET EAST OF THE
 MJ0131'CENTERLINE OF THE HIGHWAY, 8 FEET NORTHWEST OF A POLE, 6 FEET
 MJ0131'SOUTHWEST OF A CONCRETE POST AT A FENCE CORNER, AND LEVEL WITH
 MJ0131'THE HIGHWAY.  A STANDARD DISK, STAMPED T 103 1935 AND SET IN THE
 MJ0131'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0029 ***********************************************************************
 LF0029  DESIGNATION -  T 104
 LF0029  PID         -  LF0029
 LF0029  STATE/COUNTY-  IA/RINGGOLD
 LF0029  USGS QUAD   -  DIAGONAL (1981)
 LF0029
 LF0029                         *CURRENT SURVEY CONTROL
 LF0029  ___________________________________________________________________
 LF0029* NAD 83(1986)-  40 51 58.     (N)    094 20 19.     (W)     SCALED    
 LF0029* NAVD 88     -       342.348  (meters)    1123.19   (feet)  ADJUSTED  
 LF0029  ___________________________________________________________________
 LF0029  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 LF0029  DYNAMIC HT  -         342.176 (meters)    1122.62  (feet)  COMP
 LF0029  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 LF0029
 LF0029  VERT ORDER  -  SECOND    CLASS 0
 LF0029
 LF0029.The horizontal coordinates were scaled from a topographic map and have
 LF0029.an estimated accuracy of +/- 6 seconds.
 LF0029
 LF0029.The orthometric height was determined by differential leveling
 LF0029.and adjusted by the National Geodetic Survey in June 1991..
 LF0029
 LF0029.The geoid height was determined by GEOID03.
 LF0029
 LF0029.The dynamic height is computed by dividing the NAVD 88
 LF0029.geopotential number by the normal gravity value computed on the
 LF0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0029.degrees latitude (g = 980.6199 gals.).
 LF0029
 LF0029.The modeled gravity was interpolated from observed gravity values.
 LF0029
 LF0029;                    North         East    Units  Estimated Accuracy
 LF0029;SPC IA S     -    96,520.      429,300.      MT  (+/- 180 meters Scaled)
 LF0029
 LF0029                          SUPERSEDED SURVEY CONTROL
 LF0029
 LF0029  NGVD 29 (??/??/92)  342.22   (m)         1122.8    (f) COMPUTED    2 0
 LF0029
 LF0029.Superseded values are not recommended for survey control.
 LF0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0029.See file dsdata.txt to determine how the superseded data were derived.
 LF0029
 LF0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF871247(NAD 83)
 LF0029_MARKER: DB = BENCH MARK DISK
 LF0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0029_STAMPING: T-104 1935
 LF0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0029+STABILITY: SURFACE MOTION
 LF0029
 LF0029  HISTORY     - Date     Condition        Report By
 LF0029  HISTORY     - 1935     MONUMENTED       CGS
 LF0029
 LF0029                          STATION DESCRIPTION
 LF0029
 LF0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0029'4.6 MI N FROM DIAGONAL.
 LF0029'4.6 MILES NORTH ALONG THE CRESTON-DIAGNOL ROAD ABOUT 0.3 MILE
 LF0029'SOUTH OF FARM HOUSE ON WEST SIDE OF ROAD.  SET IN POST IN
 LF0029'FENCE CORNER ABOUT 180 FEET NORTH OF THE NORTH END OF 80 FOOT
 LF0029'WOODEN BRIDGE, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, 6
 LF0029'FEET NORTH OF THE CENTER LINE OF ENTRANCE TO FIELD, 3 FEET
 LF0029'NORTHEAST OF CORNER FENCE POST, AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0030 ***********************************************************************
 LF0030  DESIGNATION -  T 104 RESET
 LF0030  PID         -  LF0030
 LF0030  STATE/COUNTY-  IA/RINGGOLD
 LF0030  USGS QUAD   -  DIAGONAL (1981)
 LF0030
 LF0030                         *CURRENT SURVEY CONTROL
 LF0030  ___________________________________________________________________
 LF0030* NAD 83(1986)-  40 51 57.     (N)    094 20 18.     (W)     SCALED    
 LF0030* NAVD 88     -       342.38   (+/-2cm)    1123.3    (feet)  VERTCON   
 LF0030  ___________________________________________________________________
 LF0030  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 LF0030
 LF0030  VERT ORDER  -  ? (See Below)
 LF0030
 LF0030.The horizontal coordinates were scaled from a topographic map and have
 LF0030.an estimated accuracy of +/- 6 seconds.
 LF0030
 LF0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0030.The vertical order pertains to the NGVD 29 superseded value.
 LF0030
 LF0030.The geoid height was determined by GEOID03.
 LF0030
 LF0030;                    North         East    Units  Estimated Accuracy
 LF0030;SPC IA S     -    96,490.      429,330.      MT  (+/- 180 meters Scaled)
 LF0030
 LF0030                          SUPERSEDED SURVEY CONTROL
 LF0030
 LF0030  NGVD 29 (??/??/92)  342.257  (m)         1122.89   (f) ADJ UNCH    ?  
 LF0030
 LF0030.Superseded values are not recommended for survey control.
 LF0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0030.See file dsdata.txt to determine how the superseded data were derived.
 LF0030
 LF0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF872247(NAD 83)
 LF0030_MARKER: DB = BENCH MARK DISK
 LF0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0030_STAMPING: T 104 RESET 1941
 LF0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0030+STABILITY: SURFACE MOTION
 LF0030
 LF0030  HISTORY     - Date     Condition        Report By
 LF0030  HISTORY     - 1941     MONUMENTED       IA-159
 LF0030  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0030
 LF0030                          STATION DESCRIPTION
 LF0030
 LF0030'DESCRIBED BY RINGGOLD COUNTY IOWA 1941
 LF0030'4.1 MI N FROM DIAGONAL.
 LF0030'4.1 MILES NORTH ALONG THE CRESTON DIAGONAL ROAD FROM THE
 LF0030'STATION AT DIAGONAL, RINGGOLD COUNTY, 0.3 MILE SOUTH OF A FARM
 LF0030'HOUSE ON THE WEST SIDE OF THE ROAD, 180 FEET NORTH OF THE
 LF0030'NORTH END OF AN 80-FOOT WOODEN BRIDGE, 29 FEET EAST OF THE
 LF0030'CENTERLINE OF THE ROAD, 6 FEET NORTH OF THE CENTER OF THE
 LF0030'ENTRANCE TO A FIELD, AND AT A FENCE CORNER.  A STANDARD DISK,
 LF0030'STAMPED T 104 RESET 1941 AND SET IN THE TOP OF A CONCRETE POST.
 LF0030
 LF0030                          STATION RECOVERY (1977)
 LF0030
 LF0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1529 ***********************************************************************
 LF1529  DESIGNATION -  T 105 RESET
 LF1529  PID         -  LF1529
 LF1529  STATE/COUNTY-  IA/TAYLOR
 LF1529  USGS QUAD   -  BEDFORD (1980)
 LF1529
 LF1529                         *CURRENT SURVEY CONTROL
 LF1529  ___________________________________________________________________
 LF1529* NAD 83(1986)-  40 40 00.     (N)    094 42 53.     (W)     SCALED    
 LF1529* NAVD 88     -       335.39   (meters)    1100.4    (feet)  RESET     
 LF1529  ___________________________________________________________________
 LF1529  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LF1529
 LF1529  VERT ORDER  -  THIRD
 LF1529
 LF1529.The horizontal coordinates were scaled from a topographic map and have
 LF1529.an estimated accuracy of +/- 6 seconds.
 LF1529
 LF1529.The orthometric height was computed from unverified reset data.
 LF1529
 LF1529.The geoid height was determined by GEOID03.
 LF1529
 LF1529;                    North         East    Units  Estimated Accuracy
 LF1529;SPC IA S     -    74,750.      397,290.      MT  (+/- 180 meters Scaled)
 LF1529
 LF1529                          SUPERSEDED SURVEY CONTROL
 LF1529
 LF1529  NGVD 29 (05/12/04)  335.29   (m)         1100.0    (f) RESET       3  
 LF1529
 LF1529.Superseded values are not recommended for survey control.
 LF1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1529.See file dsdata.txt to determine how the superseded data were derived.
 LF1529
 LF1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF550031(NAD 83)
 LF1529_MARKER: P = PIPE CAP
 LF1529_SETTING: 0 = UNSPECIFIED SETTING
 LF1529_STAMPING: T 105 RESET 1979
 LF1529_MARK LOGO: NGS   
 LF1529_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1529
 LF1529  HISTORY     - Date     Condition        Report By
 LF1529  HISTORY     - 1979     MONUMENTED       NGS
 LF1529
 LF1529                          STATION DESCRIPTION
 LF1529
 LF1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LF1529'AT THE CROSSING OF THE RAILROAD AND MAIN STREET IN BEDFORD, 121 FEET
 LF1529'(36.9 M) WEST-SOUTHWEST OF THE CENTER OF THE CROSSING, 39.0 FEET
 LF1529'(11.9 M) WEST OF THE WEST RAIL OF THE SPUR, 19.0 FEET (5.8 M) SOUTH
 LF1529'OF THE CENTERLINE OF MAIN STREET, 2.0 FEET (0.6 M) WEST OF A
 LF1529'POWERLINE POLE, AND IN TOP OF A PREFAB ALUMINUM MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0174 ***********************************************************************
 LF0174  DESIGNATION -  T 106
 LF0174  PID         -  LF0174
 LF0174  STATE/COUNTY-  IA/TAYLOR
 LF0174  USGS QUAD   -  LADOGA (1980)
 LF0174
 LF0174                         *CURRENT SURVEY CONTROL
 LF0174  ___________________________________________________________________
 LF0174* NAD 83(1986)-  40 43 55.     (N)    094 49 28.     (W)     SCALED    
 LF0174* NAVD 88     -       350.719  (meters)    1150.65   (feet)  ADJUSTED  
 LF0174  ___________________________________________________________________
 LF0174  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 LF0174  DYNAMIC HT  -         350.536 (meters)    1150.05  (feet)  COMP
 LF0174  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 LF0174
 LF0174  VERT ORDER  -  SECOND    CLASS 0
 LF0174
 LF0174.The horizontal coordinates were scaled from a topographic map and have
 LF0174.an estimated accuracy of +/- 6 seconds.
 LF0174
 LF0174.The orthometric height was determined by differential leveling
 LF0174.and adjusted by the National Geodetic Survey in June 1991..
 LF0174
 LF0174.The geoid height was determined by GEOID03.
 LF0174
 LF0174.The dynamic height is computed by dividing the NAVD 88
 LF0174.geopotential number by the normal gravity value computed on the
 LF0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0174.degrees latitude (g = 980.6199 gals.).
 LF0174
 LF0174.The modeled gravity was interpolated from observed gravity values.
 LF0174
 LF0174;                    North         East    Units  Estimated Accuracy
 LF0174;SPC IA S     -    82,130.      388,120.      MT  (+/- 180 meters Scaled)
 LF0174
 LF0174                          SUPERSEDED SURVEY CONTROL
 LF0174
 LF0174  NGVD 29 (??/??/92)  350.603  (m)         1150.27   (f) ADJ UNCH    2 0
 LF0174
 LF0174.Superseded values are not recommended for survey control.
 LF0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0174.See file dsdata.txt to determine how the superseded data were derived.
 LF0174
 LF0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF459106(NAD 83)
 LF0174_MARKER: DB = BENCH MARK DISK
 LF0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0174_STAMPING: T 106 1935
 LF0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0174+STABILITY: SURFACE MOTION
 LF0174
 LF0174  HISTORY     - Date     Condition        Report By
 LF0174  HISTORY     - 1935     MONUMENTED       CGS
 LF0174  HISTORY     - 1941     GOOD             NGS
 LF0174  HISTORY     - 1984     GOOD             NGS
 LF0174
 LF0174                          STATION DESCRIPTION
 LF0174
 LF0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0174'2.1 MI SW FROM LADOGA.
 LF0174'2.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0174'RAILROAD FROM THE STATION AT LADOGA, TAYLOR COUNTY, 15 POLES
 LF0174'EAST OF MILEPOST 211, AT A ROAD CROSSING, 63 FEET WEST OF THE
 LF0174'CENTERLINE OF THE ROAD, 31 FEET SOUTH OF THE CENTERLINE OF THE
 LF0174'TRACK, 3 FEET NORTHEAST OF A POLE, AND 1 FOOT HIGHER THAN THE
 LF0174'TRACK.  A STANDARD DISK, STAMPED T 106 1935 AND SET IN THE TOP
 LF0174'OF A CONCRETE POST.
 LF0174
 LF0174                          STATION RECOVERY (1984)
 LF0174
 LF0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0174'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0204 ***********************************************************************
 LF0204  DESIGNATION -  T 108
 LF0204  PID         -  LF0204
 LF0204  STATE/COUNTY-  IA/ADAMS
 LF0204  USGS QUAD   -  VILLISCA (1980)
 LF0204
 LF0204                         *CURRENT SURVEY CONTROL
 LF0204  ___________________________________________________________________
 LF0204* NAD 83(1986)-  40 56 25.     (N)    094 53 29.     (W)     SCALED    
 LF0204* NAVD 88     -       332.323  (meters)    1090.30   (feet)  ADJUSTED  
 LF0204  ___________________________________________________________________
 LF0204  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LF0204  DYNAMIC HT  -         332.150 (meters)    1089.73  (feet)  COMP
 LF0204  MODELED GRAV-     980,096.3   (mgal)                       NAVD 88
 LF0204
 LF0204  VERT ORDER  -  SECOND    CLASS 0
 LF0204
 LF0204.The horizontal coordinates were scaled from a topographic map and have
 LF0204.an estimated accuracy of +/- 6 seconds.
 LF0204
 LF0204.The orthometric height was determined by differential leveling
 LF0204.and adjusted by the National Geodetic Survey in June 1991..
 LF0204
 LF0204.The geoid height was determined by GEOID03.
 LF0204
 LF0204.The dynamic height is computed by dividing the NAVD 88
 LF0204.geopotential number by the normal gravity value computed on the
 LF0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0204.degrees latitude (g = 980.6199 gals.).
 LF0204
 LF0204.The modeled gravity was interpolated from observed gravity values.
 LF0204
 LF0204;                    North         East    Units  Estimated Accuracy
 LF0204;SPC IA S     -   105,350.      382,840.      MT  (+/- 180 meters Scaled)
 LF0204
 LF0204                          SUPERSEDED SURVEY CONTROL
 LF0204
 LF0204  NGVD 29 (??/??/92)  332.212  (m)         1089.93   (f) ADJ UNCH    2 0
 LF0204
 LF0204.Superseded values are not recommended for survey control.
 LF0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0204.See file dsdata.txt to determine how the superseded data were derived.
 LF0204
 LF0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF407338(NAD 83)
 LF0204_MARKER: DB = BENCH MARK DISK
 LF0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0204_STAMPING: T 108 1935
 LF0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0204+STABILITY: SURFACE MOTION
 LF0204
 LF0204  HISTORY     - Date     Condition        Report By
 LF0204  HISTORY     - 1935     MONUMENTED       CGS
 LF0204  HISTORY     - 1941     GOOD             NGS
 LF0204  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0204
 LF0204                          STATION DESCRIPTION
 LF0204
 LF0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0204'AT NODAWAY.
 LF0204'PARK HAS BEEN FILLED IN.  BM IS COVERED WITH 1 FOOT OF DIRT.
 LF0204'AT NODAWAY, ADAMS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LF0204'RAILROAD, 66 FEET EAST OF THE NORTHEAST CORNER OF THE STATION, AT
 LF0204'THE NORTHEAST CORNER OF A PARK, 39 FEET NORTH OF THE CENTERLINE
 LF0204'OF A ROAD, 22 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND
 LF0204'6 INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED T 108
 LF0204'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0204
 LF0204                          STATION RECOVERY (1977)
 LF0204
 LF0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0204'DESCRIPTION IS NO LONGER ADEQUATE RAILWAY STATION AND PARK NOW GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0007 ***********************************************************************
 NK0007  DESIGNATION -  T 11
 NK0007  PID         -  NK0007
 NK0007  STATE/COUNTY-  IA/BUCHANAN
 NK0007  USGS QUAD   -  FAIRBANK (1971)
 NK0007
 NK0007                         *CURRENT SURVEY CONTROL
 NK0007  ___________________________________________________________________
 NK0007* NAD 83(1986)-  42 38 20.     (N)    092 02 40.     (W)     SCALED    
 NK0007* NAVD 88     -       303.194  (meters)     994.73   (feet)  ADJUSTED  
 NK0007  ___________________________________________________________________
 NK0007  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 NK0007  DYNAMIC HT  -         303.104 (meters)     994.43  (feet)  COMP
 NK0007  MODELED GRAV-     980,315.9   (mgal)                       NAVD 88
 NK0007
 NK0007  VERT ORDER  -  FIRST     CLASS II
 NK0007
 NK0007.The horizontal coordinates were scaled from a topographic map and have
 NK0007.an estimated accuracy of +/- 6 seconds.
 NK0007
 NK0007.The orthometric height was determined by differential leveling
 NK0007.and adjusted by the National Geodetic Survey in June 1991..
 NK0007
 NK0007.The geoid height was determined by GEOID03.
 NK0007
 NK0007.The dynamic height is computed by dividing the NAVD 88
 NK0007.geopotential number by the normal gravity value computed on the
 NK0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0007.degrees latitude (g = 980.6199 gals.).
 NK0007
 NK0007.The modeled gravity was interpolated from observed gravity values.
 NK0007
 NK0007;                    North         East    Units  Estimated Accuracy
 NK0007;SPC IA N     - 1,127,530.    1,619,370.      MT  (+/- 180 meters Scaled)
 NK0007
 NK0007                          SUPERSEDED SURVEY CONTROL
 NK0007
 NK0007  NGVD 29 (??/??/92)  303.216  (m)          994.80   (f) ADJ UNCH    1 2
 NK0007
 NK0007.Superseded values are not recommended for survey control.
 NK0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0007.See file dsdata.txt to determine how the superseded data were derived.
 NK0007
 NK0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH783211(NAD 83)
 NK0007_MARKER: DB = BENCH MARK DISK
 NK0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0007_STAMPING: T 11 1933
 NK0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0007+STABILITY: SURFACE MOTION
 NK0007
 NK0007  HISTORY     - Date     Condition        Report By
 NK0007  HISTORY     - 1933     MONUMENTED       CGS
 NK0007  HISTORY     - 1954     GOOD             NGS
 NK0007  HISTORY     - 20011115 MARK NOT FOUND   BHCIAE
 NK0007
 NK0007                          STATION DESCRIPTION
 NK0007
 NK0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NK0007'AT FAIRBANK.
 NK0007'AT FAIRBANK, BUCHANAN COUNTY, 6 1/4 RAILS WEST OF THE CHICAGO
 NK0007'GREAT WESTERN RAILROAD STATION, 81 FEET NORTHEAST OF POLE
 NK0007'253+13, 46 FEET WEST OF A COUNTY HIGHWAY CROSSING, AND 25 FEET
 NK0007'NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 NK0007'T 11 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 NK0007'MARK WAS RELOCATED BY RAILROAD CREW WIDENING DRAINAGE DITCH
 NK0007'ALONG RAILROAD IN SUMMER OF 1953.  ITS PRESENT POSITION IS 22
 NK0007'PACES WEST OF ROAD AND 10 PACES NORTH OF NORTH RAIL OF
 NK0007'MAINTRACK.  THE ELEVATION IS DOUBTFUL ACCORDING TO MR. O DANIEL,
 NK0007'STATION AGENT, AS HE DOESNT RECALL ANY INSTRUMENTS BEING USED
 NK0007'IN RE-ESTABLISHING THE MARK.  THE ENTIRE POST WAS REMOVED FROM
 NK0007'ITS ORIGINAL POSITION AND RESET.
 NK0007
 NK0007                          STATION RECOVERY (2001)
 NK0007
 NK0007'RECOVERY NOTE BY BLACK HAWK COUNTY IOWA ENGINEER 2001 (GAT)
 NK0007'NOT RECOVERED FROM PREV. DESCRIPTION.  IN FAIRBANK AT MAIN ST. (E-W
 NK0007'RD) EXTENDED EAST TO R.R. X-ING, BEING EAST OF CURRENT CONSTRUCTED
 NK0007'WATERTOWER.  NGS 1954 'PACES' RESOLVE TWO POTENTIAL LOCATIONS AS
 NK0007'COMPARED WITH DISTANCES.  BOTH LOCATIONS PROBED W/O ANY TRACE.  SPOKE
 NK0007' 
 NK0007'W/ LANDOWNER, VERIFIED OLD DEPOT LOCATION/VISUAL FOOTING.  OLD PP'S
 NK0007'FND. CUT N.E., YET NO BASE FOUND S.W. OF POTENTIAL LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0283 ***********************************************************************
 MH0283  DESIGNATION -  T 110
 MH0283  PID         -  MH0283
 MH0283  STATE/COUNTY-  IA/LUCAS
 MH0283  USGS QUAD   -  WOODBURN (1983)
 MH0283
 MH0283                         *CURRENT SURVEY CONTROL
 MH0283  ___________________________________________________________________
 MH0283* NAD 83(1986)-  41 01 09.     (N)    093 31 02.     (W)     SCALED    
 MH0283* NAVD 88     -       273.909  (meters)     898.65   (feet)  ADJUSTED  
 MH0283  ___________________________________________________________________
 MH0283  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 MH0283  DYNAMIC HT  -         273.781 (meters)     898.23  (feet)  COMP
 MH0283  MODELED GRAV-     980,149.8   (mgal)                       NAVD 88
 MH0283
 MH0283  VERT ORDER  -  SECOND    CLASS 0
 MH0283
 MH0283.The horizontal coordinates were scaled from a topographic map and have
 MH0283.an estimated accuracy of +/- 6 seconds.
 MH0283
 MH0283.The orthometric height was determined by differential leveling
 MH0283.and adjusted by the National Geodetic Survey in June 1991..
 MH0283
 MH0283.The geoid height was determined by GEOID03.
 MH0283
 MH0283.The dynamic height is computed by dividing the NAVD 88
 MH0283.geopotential number by the normal gravity value computed on the
 MH0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0283.degrees latitude (g = 980.6199 gals.).
 MH0283
 MH0283.The modeled gravity was interpolated from observed gravity values.
 MH0283
 MH0283;                    North         East    Units  Estimated Accuracy
 MH0283;SPC IA S     -   113,180.      498,550.      MT  (+/- 180 meters Scaled)
 MH0283
 MH0283                          SUPERSEDED SURVEY CONTROL
 MH0283
 MH0283  NGVD 29 (??/??/92)  273.849  (m)          898.45   (f) ADJ UNCH    2 0
 MH0283
 MH0283.Superseded values are not recommended for survey control.
 MH0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0283.See file dsdata.txt to determine how the superseded data were derived.
 MH0283
 MH0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF565410(NAD 83)
 MH0283_MARKER: DB = BENCH MARK DISK
 MH0283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0283_SP_SET: BRIDGE
 MH0283_STAMPING: T 110 1935
 MH0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0283
 MH0283  HISTORY     - Date     Condition        Report By
 MH0283  HISTORY     - 1935     MONUMENTED       CGS
 MH0283  HISTORY     - 1980     MARK NOT FOUND   USGS
 MH0283
 MH0283                          STATION DESCRIPTION
 MH0283
 MH0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0283'2.6 MI W FROM LUCAS.
 MH0283'2.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0283'FROM THE STATION AT LUCAS, LUCAS COUNTY, JUST SOUTH OF SPRING HILL
 MH0283'SCHOOL, 5 POLES EAST OF A ROAD CROSSING, AT A CONCRETE BRIDGE, AT
 MH0283'THE SOUTH END OF THE EAST ABUTMENT, IN THE TOP OF THE FIRST STEP
 MH0283'FROM THE TOP, 10 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK,
 MH0283'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED T 110
 MH0283'1935.
 MH0283
 MH0283                          STATION RECOVERY (1980)
 MH0283
 MH0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MH0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0195 ***********************************************************************
 LE0195  DESIGNATION -  T 111
 LE0195  PID         -  LE0195
 LE0195  STATE/COUNTY-  IA/MONROE
 LE0195  USGS QUAD   -  ICONIUM (1982)
 LE0195
 LE0195                         *CURRENT SURVEY CONTROL
 LE0195  ___________________________________________________________________
 LE0195* NAD 83(1986)-  40 58 34.     (N)    092 56 48.     (W)     SCALED    
 LE0195* NAVD 88     -       251.771  (meters)     826.02   (feet)  ADJUSTED  
 LE0195  ___________________________________________________________________
 LE0195  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LE0195  DYNAMIC HT  -         251.655 (meters)     825.64  (feet)  COMP
 LE0195  MODELED GRAV-     980,157.4   (mgal)                       NAVD 88
 LE0195
 LE0195  VERT ORDER  -  SECOND    CLASS 0
 LE0195
 LE0195.The horizontal coordinates were scaled from a topographic map and have
 LE0195.an estimated accuracy of +/- 6 seconds.
 LE0195
 LE0195.The orthometric height was determined by differential leveling
 LE0195.and adjusted by the National Geodetic Survey in June 1991..
 LE0195
 LE0195.The geoid height was determined by GEOID03.
 LE0195
 LE0195.The dynamic height is computed by dividing the NAVD 88
 LE0195.geopotential number by the normal gravity value computed on the
 LE0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0195.degrees latitude (g = 980.6199 gals.).
 LE0195
 LE0195.The modeled gravity was interpolated from observed gravity values.
 LE0195
 LE0195;                    North         East    Units  Estimated Accuracy
 LE0195;SPC IA S     -   108,540.      546,570.      MT  (+/- 180 meters Scaled)
 LE0195
 LE0195                          SUPERSEDED SURVEY CONTROL
 LE0195
 LE0195  NGVD 29 (??/??/92)  251.754  (m)          825.96   (f) ADJ UNCH    2 0
 LE0195
 LE0195.Superseded values are not recommended for survey control.
 LE0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0195.See file dsdata.txt to determine how the superseded data were derived.
 LE0195
 LE0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF044361(NAD 83)
 LE0195_MARKER: DB = BENCH MARK DISK
 LE0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0195_STAMPING: T 111 1935
 LE0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0195+STABILITY: SURFACE MOTION
 LE0195
 LE0195  HISTORY     - Date     Condition        Report By
 LE0195  HISTORY     - 1935     MONUMENTED       CGS
 LE0195
 LE0195                          STATION DESCRIPTION
 LE0195
 LE0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0195'AT TYRONE.
 LE0195'AT TYRONE, MONROE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LE0195'RAILROAD, 51 FEET NORTHEAST OF THE STATION, 5 POLES NORTHEAST OF
 LE0195'MILEPOST 313, 30 FEET SOUTHEAST OF THE CENTERLINE OF A SIDETRACK,
 LE0195'17 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHWEST TRACK, AND
 LE0195'ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LE0195'T 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0376 ***********************************************************************
 MH0376  DESIGNATION -  T 112
 MH0376  PID         -  MH0376
 MH0376  STATE/COUNTY-  IA/POLK
 MH0376  USGS QUAD   -  DES MOINES SE (1976)
 MH0376
 MH0376                         *CURRENT SURVEY CONTROL
 MH0376  ___________________________________________________________________
 MH0376* NAD 83(1986)-  41 32 02.     (N)    093 30 36.     (W)     SCALED    
 MH0376* NAVD 88     -       241.089  (meters)     790.97   (feet)  ADJUSTED  
 MH0376  ___________________________________________________________________
 MH0376  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 MH0376  DYNAMIC HT  -         240.987 (meters)     790.64  (feet)  COMP
 MH0376  MODELED GRAV-     980,195.1   (mgal)                       NAVD 88
 MH0376
 MH0376  VERT ORDER  -  SECOND    CLASS 0
 MH0376
 MH0376.The horizontal coordinates were scaled from a topographic map and have
 MH0376.an estimated accuracy of +/- 6 seconds.
 MH0376
 MH0376.The orthometric height was determined by differential leveling
 MH0376.and adjusted by the National Geodetic Survey in June 1991..
 MH0376
 MH0376.The geoid height was determined by GEOID03.
 MH0376
 MH0376.The dynamic height is computed by dividing the NAVD 88
 MH0376.geopotential number by the normal gravity value computed on the
 MH0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0376.degrees latitude (g = 980.6199 gals.).
 MH0376
 MH0376.The modeled gravity was interpolated from observed gravity values.
 MH0376
 MH0376;                    North         East    Units  Estimated Accuracy
 MH0376;SPC IA S     -   170,340.      499,170.      MT  (+/- 180 meters Scaled)
 MH0376
 MH0376                          SUPERSEDED SURVEY CONTROL
 MH0376
 MH0376  NGVD 29 (??/??/92)  241.063  (m)          790.89   (f) ADJ UNCH    2 0
 MH0376
 MH0376.Superseded values are not recommended for survey control.
 MH0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0376.See file dsdata.txt to determine how the superseded data were derived.
 MH0376
 MH0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF574981(NAD 83)
 MH0376_MARKER: DB = BENCH MARK DISK
 MH0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0376_STAMPING: T 112 1935
 MH0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0376+STABILITY: SURFACE MOTION
 MH0376
 MH0376  HISTORY     - Date     Condition        Report By
 MH0376  HISTORY     - 1935     MONUMENTED       CGS
 MH0376
 MH0376                          STATION DESCRIPTION
 MH0376
 MH0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0376'3 MI NW FROM CARLISLE.
 MH0376'IN POLK COUNTY, 3.0 MILES NORTHWEST ALONG THE CHICAGO, ROCK
 MH0376'ISLAND AND PACIFIC RAILROAD FROM THE STATION AT CARLISLE, WARREN
 MH0376'COUNTY, 200 FEET SOUTHEAST OF BRIDGE 677, AT A ROAD CROSSING,
 MH0376'30 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 18 FEET NORTHEAST
 MH0376'OF THE CENTERLINE OF THE TRACK, AND 4 FEET SOUTHEAST OF A POLE.
 MH0376'A STANDARD DISK, STAMPED T 112 1935 AND SET IN THE TOP OF A
 MH0376'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0243 ***********************************************************************
 LE0243  DESIGNATION -  T 113
 LE0243  PID         -  LE0243
 LE0243  STATE/COUNTY-  IA/LUCAS
 LE0243  USGS QUAD   -  CORYDON NE (1982)
 LE0243
 LE0243                         *CURRENT SURVEY CONTROL
 LE0243  ___________________________________________________________________
 LE0243* NAD 83(1986)-  40 59 44.     (N)    093 18 18.     (W)     SCALED    
 LE0243* NAVD 88     -       298.626  (meters)     979.74   (feet)  ADJUSTED  
 LE0243  ___________________________________________________________________
 LE0243  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LE0243  DYNAMIC HT  -         298.487 (meters)     979.29  (feet)  COMP
 LE0243  MODELED GRAV-     980,149.5   (mgal)                       NAVD 88
 LE0243
 LE0243  VERT ORDER  -  SECOND    CLASS 0
 LE0243
 LE0243.The horizontal coordinates were scaled from a topographic map and have
 LE0243.an estimated accuracy of +/- 6 seconds.
 LE0243
 LE0243.The orthometric height was determined by differential leveling
 LE0243.and adjusted by the National Geodetic Survey in June 1991..
 LE0243
 LE0243.The geoid height was determined by GEOID03.
 LE0243
 LE0243.The dynamic height is computed by dividing the NAVD 88
 LE0243.geopotential number by the normal gravity value computed on the
 LE0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0243.degrees latitude (g = 980.6199 gals.).
 LE0243
 LE0243.The modeled gravity was interpolated from observed gravity values.
 LE0243
 LE0243;                    North         East    Units  Estimated Accuracy
 LE0243;SPC IA S     -   110,570.      516,410.      MT  (+/- 180 meters Scaled)
 LE0243
 LE0243                          SUPERSEDED SURVEY CONTROL
 LE0243
 LE0243  NGVD 29 (??/??/92)  298.570  (m)          979.56   (f) ADJ UNCH    2 0
 LE0243
 LE0243.Superseded values are not recommended for survey control.
 LE0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0243.See file dsdata.txt to determine how the superseded data were derived.
 LE0243
 LE0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF743383(NAD 83)
 LE0243_MARKER: DB = BENCH MARK DISK
 LE0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0243_SP_SET: CULVERT
 LE0243_STAMPING: T 113 1935
 LE0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0243
 LE0243  HISTORY     - Date     Condition        Report By
 LE0243  HISTORY     - 1935     MONUMENTED       CGS
 LE0243  HISTORY     - 1935     GOOD             NGS
 LE0243
 LE0243                          STATION DESCRIPTION
 LE0243
 LE0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0243'0.7 MI S FROM CHARITON.
 LE0243'0.7 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0243'RAILROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0243'OVERHEAD CROSSING AT CHARITON, 5-1/2 POLES NORTH OF MILEPOST
 LE0243'22, AT A 4- BY 6-FOOT CONCRETE-BOX CULVERT, IN THE TOP OF THE
 LE0243'SOUTH END, OF THE WEST HEADWALL, 12 FEET WEST OF THE CENTERLINE
 LE0243'OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD
 LE0243'DISK, STAMPED T 113 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0390 ***********************************************************************
 LE0390  DESIGNATION -  T 114
 LE0390  PID         -  LE0390
 LE0390  STATE/COUNTY-  IA/DECATUR
 LE0390  USGS QUAD   -  LAMONI SOUTH (1981)
 LE0390
 LE0390                         *CURRENT SURVEY CONTROL
 LE0390  ___________________________________________________________________
 LE0390* NAD 83(1986)-  40 36 34.     (N)    093 53 34.     (W)     SCALED    
 LE0390* NAVD 88     -       339.969  (meters)    1115.38   (feet)  ADJUSTED  
 LE0390  ___________________________________________________________________
 LE0390  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 LE0390  DYNAMIC HT  -         339.798 (meters)    1114.82  (feet)  COMP
 LE0390  MODELED GRAV-     980,111.8   (mgal)                       NAVD 88
 LE0390
 LE0390  VERT ORDER  -  SECOND    CLASS 0
 LE0390
 LE0390.The horizontal coordinates were scaled from a topographic map and have
 LE0390.an estimated accuracy of +/- 6 seconds.
 LE0390
 LE0390.The orthometric height was determined by differential leveling
 LE0390.and adjusted by the National Geodetic Survey in June 1991..
 LE0390
 LE0390.The geoid height was determined by GEOID03.
 LE0390
 LE0390.The dynamic height is computed by dividing the NAVD 88
 LE0390.geopotential number by the normal gravity value computed on the
 LE0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0390.degrees latitude (g = 980.6199 gals.).
 LE0390
 LE0390.The modeled gravity was interpolated from observed gravity values.
 LE0390
 LE0390;                    North         East    Units  Estimated Accuracy
 LE0390;SPC IA S     -    67,750.      466,760.      MT  (+/- 180 meters Scaled)
 LE0390
 LE0390                          SUPERSEDED SURVEY CONTROL
 LE0390
 LE0390  NGVD 29 (??/??/92)  339.872  (m)         1115.06   (f) ADJ UNCH    2 0
 LE0390
 LE0390.Superseded values are not recommended for survey control.
 LE0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0390.See file dsdata.txt to determine how the superseded data were derived.
 LE0390
 LE0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE244957(NAD 83)
 LE0390_MARKER: DB = BENCH MARK DISK
 LE0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0390_STAMPING: T 114 1935
 LE0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0390+STABILITY: SURFACE MOTION
 LE0390
 LE0390  HISTORY     - Date     Condition        Report By
 LE0390  HISTORY     - 1935     MONUMENTED       CGS
 LE0390  HISTORY     - 1983     MARK NOT FOUND   LOCENG
 LE0390
 LE0390                          STATION DESCRIPTION
 LE0390
 LE0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0390'0.8 MI S FROM TOGO JUNCTION.
 LE0390'0.8 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0390'FROM THE STATION AT TOGO JUNCTION, DECATUR COUNTY, 2 POLES
 LE0390'SOUTH OF MILEPOST 50, AT A ROAD CROSSING, 50 FEET NORTH OF THE
 LE0390'CENTERLINE OF THE ROAD, 42 FEET EAST OF THE CENTERLINE OF THE
 LE0390'TRACK, 3 FEET WEST OF A POLE, AND LEVEL WITH THE TRACK.  A
 LE0390'STANDARD DISK, STAMPED T 114 1935 AND SET IN THE TOP OF A
 LE0390'CONCRETE POST.
 LE0390
 LE0390                          STATION RECOVERY (1983)
 LE0390
 LE0390'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 LE0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0313 ***********************************************************************
 MH0313  DESIGNATION -  T 116
 MH0313  PID         -  MH0313
 MH0313  STATE/COUNTY-  IA/WARREN
 MH0313  USGS QUAD   -  NORWALK (1972)
 MH0313
 MH0313                         *CURRENT SURVEY CONTROL
 MH0313  ___________________________________________________________________
 MH0313* NAD 83(1986)-  41 24 07.     (N)    093 44 02.     (W)     SCALED    
 MH0313* NAVD 88     -       293.693  (meters)     963.56   (feet)  POSTED    
 MH0313  ___________________________________________________________________
 MH0313  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 MH0313  DYNAMIC HT  -         293.570 (meters)     963.15  (feet)  COMP
 MH0313  MODELED GRAV-     980,184.4   (mgal)                       NAVD 88
 MH0313
 MH0313  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0313
 MH0313.The horizontal coordinates were scaled from a topographic map and have
 MH0313.an estimated accuracy of +/- 6 seconds.
 MH0313
 MH0313.The orthometric height was determined by differential leveling
 MH0313.and adjusted by the National Geodetic Survey in 1992..
 MH0313.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0313.rate of 0.0 thru 1.0 mm/km.
 MH0313
 MH0313.The geoid height was determined by GEOID03.
 MH0313
 MH0313.The dynamic height is computed by dividing the NAVD 88
 MH0313.geopotential number by the normal gravity value computed on the
 MH0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0313.degrees latitude (g = 980.6199 gals.).
 MH0313
 MH0313.The modeled gravity was interpolated from observed gravity values.
 MH0313
 MH0313;                    North         East    Units  Estimated Accuracy
 MH0313;SPC IA S     -   155,710.      480,440.      MT  (+/- 180 meters Scaled)
 MH0313
 MH0313                          SUPERSEDED SURVEY CONTROL
 MH0313
 MH0313  NGVD 29 (??/??/92)  293.674  (m)          963.50   (f) ADJ UNCH    2 0
 MH0313
 MH0313.Superseded values are not recommended for survey control.
 MH0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0313.See file dsdata.txt to determine how the superseded data were derived.
 MH0313
 MH0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF386836(NAD 83)
 MH0313_MARKER: DB = BENCH MARK DISK
 MH0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0313_SP_SET: CULVERT
 MH0313_STAMPING: T 116 1935
 MH0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0313
 MH0313  HISTORY     - Date     Condition        Report By
 MH0313  HISTORY     - 1935     MONUMENTED       CGS
 MH0313  HISTORY     - 1950     GOOD             NGS
 MH0313
 MH0313                          STATION DESCRIPTION
 MH0313
 MH0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0313'0.5 MI S FROM PROLE.
 MH0313'0.5 MILE SOUTH ALONG THE OLD ROADBED OF THE CHICAGO, BURLINGTON
 MH0313'AND QUINCY RAILROAD FROM THE STATION AT PROLE, WARREN COUNTY, 50
 MH0313'FEET WEST OF THE OLD ROADBED, AT A CULVERT UNDER STATE HIGHWAY 28,
 MH0313'IN THE CENTER OF THE TOP OF THE DAST CONCRETE HEADWALL, AND 2
 MH0313'FEET LOWER THAN THE OLD ROADBED.  A STANDARD DISK, STAMPED T 116
 MH0313'1935.  NOTE-- RAILROAD REMOVED, CULVERT AND TABLET IN GOOD
 MH0313'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0423 ***********************************************************************
 LE0423  DESIGNATION -  T 117
 LE0423  PID         -  LE0423
 LE0423  STATE/COUNTY-  IA/DECATUR
 LE0423  USGS QUAD   -  LAMONI NORTH (1981)
 LE0423
 LE0423                         *CURRENT SURVEY CONTROL
 LE0423  ___________________________________________________________________
 LE0423* NAD 83(1986)-  40 38 18.     (N)    093 56 51.     (W)     SCALED    
 LE0423* NAVD 88     -       351.411  (meters)    1152.92   (feet)  ADJUSTED  
 LE0423  ___________________________________________________________________
 LE0423  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 LE0423  DYNAMIC HT  -         351.234 (meters)    1152.34  (feet)  COMP
 LE0423  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 LE0423
 LE0423  VERT ORDER  -  SECOND    CLASS 0
 LE0423
 LE0423.The horizontal coordinates were scaled from a topographic map and have
 LE0423.an estimated accuracy of +/- 6 seconds.
 LE0423
 LE0423.The orthometric height was determined by differential leveling
 LE0423.and adjusted by the National Geodetic Survey in June 1991..
 LE0423
 LE0423.The geoid height was determined by GEOID03.
 LE0423
 LE0423.The dynamic height is computed by dividing the NAVD 88
 LE0423.geopotential number by the normal gravity value computed on the
 LE0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0423.degrees latitude (g = 980.6199 gals.).
 LE0423
 LE0423.The modeled gravity was interpolated from observed gravity values.
 LE0423
 LE0423;                    North         East    Units  Estimated Accuracy
 LE0423;SPC IA S     -    70,980.      462,150.      MT  (+/- 180 meters Scaled)
 LE0423
 LE0423                          SUPERSEDED SURVEY CONTROL
 LE0423
 LE0423  NGVD 29 (??/??/92)  351.312  (m)         1152.60   (f) ADJ UNCH    2 0
 LE0423
 LE0423.Superseded values are not recommended for survey control.
 LE0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0423.See file dsdata.txt to determine how the superseded data were derived.
 LE0423
 LE0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE198990(NAD 83)
 LE0423_MARKER: DB = BENCH MARK DISK
 LE0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0423_STAMPING: T 117 1935
 LE0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0423+STABILITY: SURFACE MOTION
 LE0423
 LE0423  HISTORY     - Date     Condition        Report By
 LE0423  HISTORY     - 1935     MONUMENTED       CGS
 LE0423  HISTORY     - 1983     MARK NOT FOUND   LOCENG
 LE0423
 LE0423                          STATION DESCRIPTION
 LE0423
 LE0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0423'1.3 MI NW FROM LAMONI.
 LE0423'1.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0423'RAILROAD FROM THE STATION AT LAMONI, DECATUR COUNTY, AT A ROAD
 LE0423'CROSSING, 48 FEET EAST OF THE CENTERLINE OF THE TRACK, 33 FEET
 LE0423'NORTH OF THE CENTERLINE OF THE ROAD, 8 FEET NORTH OF A FENCE
 LE0423'CORNER, 1 FOOT WEST OF THE FENCE LINE, AND ABOUT 2 FEET LOWER
 LE0423'THAN THE TRACK.  A STANDARD DISK, STAMPED T 117 1935 AND SET
 LE0423'IN THE TOP OF A CONCRETE POST.
 LE0423
 LE0423                          STATION RECOVERY (1983)
 LE0423
 LE0423'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 LE0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0200 ***********************************************************************
 LE0200  DESIGNATION -  T 119
 LE0200  PID         -  LE0200
 LE0200  STATE/COUNTY-  IA/APPANOOSE
 LE0200  USGS QUAD   -  MORAVIA (1982)
 LE0200
 LE0200                         *CURRENT SURVEY CONTROL
 LE0200  ___________________________________________________________________
 LE0200* NAD 83(1986)-  40 53 30.     (N)    092 49 31.     (W)     SCALED    
 LE0200* NAVD 88     -       304.414  (meters)     998.73   (feet)  POSTED    
 LE0200  ___________________________________________________________________
 LE0200  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LE0200  DYNAMIC HT  -         304.270 (meters)     998.26  (feet)  COMP
 LE0200  MODELED GRAV-     980,148.5   (mgal)                       NAVD 88
 LE0200
 LE0200  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LE0200
 LE0200.The horizontal coordinates were scaled from a topographic map and have
 LE0200.an estimated accuracy of +/- 6 seconds.
 LE0200
 LE0200.The orthometric height was determined by differential leveling
 LE0200.and adjusted by the National Geodetic Survey in 1992..
 LE0200.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LE0200.rate of 2.1 thru 3.0 mm/km.
 LE0200
 LE0200.The geoid height was determined by GEOID03.
 LE0200
 LE0200.The dynamic height is computed by dividing the NAVD 88
 LE0200.geopotential number by the normal gravity value computed on the
 LE0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0200.degrees latitude (g = 980.6199 gals.).
 LE0200
 LE0200.The modeled gravity was interpolated from observed gravity values.
 LE0200
 LE0200;                    North         East    Units  Estimated Accuracy
 LE0200;SPC IA S     -    99,240.      556,860.      MT  (+/- 180 meters Scaled)
 LE0200
 LE0200                          SUPERSEDED SURVEY CONTROL
 LE0200
 LE0200  NGVD 29 (??/??/92)  304.367  (m)          998.58   (f) ADJ UNCH    2 0
 LE0200
 LE0200.Superseded values are not recommended for survey control.
 LE0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0200.See file dsdata.txt to determine how the superseded data were derived.
 LE0200
 LE0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF147267(NAD 83)
 LE0200_MARKER: DB = BENCH MARK DISK
 LE0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0200_STAMPING: T 119 1935
 LE0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0200+STABILITY: SURFACE MOTION
 LE0200
 LE0200  HISTORY     - Date     Condition        Report By
 LE0200  HISTORY     - 1935     MONUMENTED       CGS
 LE0200  HISTORY     - 1966     GOOD             USGS
 LE0200
 LE0200                          STATION DESCRIPTION
 LE0200
 LE0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0200'AT MORAVIA.
 LE0200'AT MORAVIA, APPANOOSE COUNTY, ON THE WABASH RAILROAD, 162 FEET
 LE0200'SOUTH OF THE STATION, 75 FEET WEST OF A STUCCO HOUSE, AT A STREET
 LE0200'CROSSING, 39 FEET SOUTH OF THE CENTERLINE OF THE STREET, 39 FEET
 LE0200'EAST OF THE CENTERLINE OF THE TRACK, AND 1-1/2 FEET LOWER THAN THE
 LE0200'TRACK.  A STANDARD DISK, STAMPED T 119 1935 AND SET IN THE TOP OF
 LE0200'A CONCRETE POST.
 LE0200
 LE0200                          STATION RECOVERY (1966)
 LE0200
 LE0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LE0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0447 ***********************************************************************
 ON0447  DESIGNATION -  T 12
 ON0447  PID         -  ON0447
 ON0447  STATE/COUNTY-  IA/CLAYTON
 ON0447  USGS QUAD   -  PRAIRIE DU CHIEN (1983)
 ON0447
 ON0447                         *CURRENT SURVEY CONTROL
 ON0447  ___________________________________________________________________
 ON0447* NAD 83(1986)-  43 02 31.     (N)    091 11 45.     (W)     SCALED    
 ON0447* NAVD 88     -       192.475  (meters)     631.48   (feet)  ADJUSTED  
 ON0447  ___________________________________________________________________
 ON0447  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 ON0447  DYNAMIC HT  -         192.430 (meters)     631.33  (feet)  COMP
 ON0447  MODELED GRAV-     980,381.2   (mgal)                       NAVD 88
 ON0447
 ON0447  VERT ORDER  -  FIRST     CLASS II
 ON0447
 ON0447.The horizontal coordinates were scaled from a topographic map and have
 ON0447.an estimated accuracy of +/- 6 seconds.
 ON0447
 ON0447.The orthometric height was determined by differential leveling
 ON0447.and adjusted by the National Geodetic Survey in June 1991..
 ON0447
 ON0447.The geoid height was determined by GEOID03.
 ON0447
 ON0447.The dynamic height is computed by dividing the NAVD 88
 ON0447.geopotential number by the normal gravity value computed on the
 ON0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0447.degrees latitude (g = 980.6199 gals.).
 ON0447
 ON0447.The modeled gravity was interpolated from observed gravity values.
 ON0447
 ON0447;                    North         East    Units  Estimated Accuracy
 ON0447;SPC IA N     - 1,173,840.    1,687,730.      MT  (+/- 180 meters Scaled)
 ON0447
 ON0447                          SUPERSEDED SURVEY CONTROL
 ON0447
 ON0447  NGVD 29 (??/??/92)  192.521  (m)          631.63   (f) ADJ UNCH    1 2
 ON0447
 ON0447.Superseded values are not recommended for survey control.
 ON0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0447.See file dsdata.txt to determine how the superseded data were derived.
 ON0447
 ON0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH469670(NAD 83)
 ON0447_MARKER: DB = BENCH MARK DISK
 ON0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0447_SP_SET: CULVERT
 ON0447_STAMPING: T 12 1933
 ON0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0447
 ON0447  HISTORY     - Date     Condition        Report By
 ON0447  HISTORY     - 1933     MONUMENTED       CGS
 ON0447  HISTORY     - 1934     GOOD             NGS
 ON0447  HISTORY     - 1941     GOOD             NGS
 ON0447
 ON0447                          STATION DESCRIPTION
 ON0447
 ON0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0447'1 MI E FROM MARQUETTE.
 ON0447'1 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 ON0447'RAILROAD FROM MARQUETTE, CLAYTON COUNTY, IN THE RAILROAD YARDS,
 ON0447'AT A DOUBLE 7- BY 9-FOOT CONCRETE CULVERT, IN THE CENTER OF THE
 ON0447'TOP OF THE NORTH END, 110 FEET SOUTH OF THE CENTERLINE OF A
 ON0447'COUNTY ROAD, AND 10.4 FEET NORTH OF THE CENTERLINE OF THE NORTH
 ON0447'TRACK.  A STANDARD DISK, STAMPED T 12 1933.
 ON0447
 ON0447                          STATION RECOVERY (1941)
 ON0447
 ON0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 ON0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0534 ***********************************************************************
 LD0534  DESIGNATION -  T 120
 LD0534  PID         -  LD0534
 LD0534  STATE/COUNTY-  IA/LEE
 LD0534  USGS QUAD   -  NAUVOO (1975)
 LD0534
 LD0534                         *CURRENT SURVEY CONTROL
 LD0534  ___________________________________________________________________
 LD0534* NAD 83(1986)-  40 34 31.     (N)    091 27 20.     (W)     SCALED    
 LD0534* NAVD 88     -       171.547  (meters)     562.82   (feet)  ADJUSTED  
 LD0534  ___________________________________________________________________
 LD0534  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 LD0534  DYNAMIC HT  -         171.464 (meters)     562.54  (feet)  COMP
 LD0534  MODELED GRAV-     980,136.2   (mgal)                       NAVD 88
 LD0534
 LD0534  VERT ORDER  -  SECOND    CLASS 0
 LD0534
 LD0534.The horizontal coordinates were scaled from a topographic map and have
 LD0534.an estimated accuracy of +/- 6 seconds.
 LD0534
 LD0534.The orthometric height was determined by differential leveling
 LD0534.and adjusted by the National Geodetic Survey in June 1991..
 LD0534
 LD0534.The geoid height was determined by GEOID03.
 LD0534
 LD0534.The dynamic height is computed by dividing the NAVD 88
 LD0534.geopotential number by the normal gravity value computed on the
 LD0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0534.degrees latitude (g = 980.6199 gals.).
 LD0534
 LD0534.The modeled gravity was interpolated from observed gravity values.
 LD0534
 LD0534;                    North         East    Units  Estimated Accuracy
 LD0534;SPC IA S     -    65,920.      673,090.      MT  (+/- 180 meters Scaled)
 LD0534
 LD0534                          SUPERSEDED SURVEY CONTROL
 LD0534
 LD0534  NGVD 29 (??/??/92)  171.584  (m)          562.94   (f) ADJ UNCH    2 0
 LD0534
 LD0534.Superseded values are not recommended for survey control.
 LD0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0534.See file dsdata.txt to determine how the superseded data were derived.
 LD0534
 LD0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE307927(NAD 83)
 LD0534_MARKER: DB = BENCH MARK DISK
 LD0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0534_STAMPING: T 120 1935
 LD0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0534+STABILITY: SURFACE MOTION
 LD0534
 LD0534  HISTORY     - Date     Condition        Report By
 LD0534  HISTORY     - 1935     MONUMENTED       CGS
 LD0534
 LD0534                          STATION DESCRIPTION
 LD0534
 LD0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0534'2 MI NE FROM NEW BOSTON.
 LD0534'2.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LD0534'RAILWAY FROM THE STATION AT NEW BOSTON, LEE COUNTY, 120 FEET
 LD0534'SOUTHWEST OF THE STATION AT BRICKER, 45 FEET SOUTHEAST OF THE
 LD0534'CENTERLINE OF THE SOUTHEAST TRACK, IN LINE WITH A ROW OF POLES,
 LD0534'AND ABOUT 6-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LD0534'STAMPED T 120 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0647 ***********************************************************************
 LD0647  DESIGNATION -  T 121
 LD0647  PID         -  LD0647
 LD0647  STATE/COUNTY-  IA/VAN BUREN
 LD0647  USGS QUAD   -  BONAPARTE (1982)
 LD0647
 LD0647                         *CURRENT SURVEY CONTROL
 LD0647  ___________________________________________________________________
 LD0647* NAD 83(1986)-  40 38 20.     (N)    091 48 20.     (W)     SCALED    
 LD0647* NAVD 88     -       184.428  (meters)     605.08   (feet)  ADJUSTED  
 LD0647  ___________________________________________________________________
 LD0647  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 LD0647  DYNAMIC HT  -         184.339 (meters)     604.79  (feet)  COMP
 LD0647  MODELED GRAV-     980,137.5   (mgal)                       NAVD 88
 LD0647
 LD0647  VERT ORDER  -  SECOND    CLASS 0
 LD0647
 LD0647.The horizontal coordinates were scaled from a topographic map and have
 LD0647.an estimated accuracy of +/- 6 seconds.
 LD0647
 LD0647.The orthometric height was determined by differential leveling
 LD0647.and adjusted by the National Geodetic Survey in June 1991..
 LD0647
 LD0647.The geoid height was determined by GEOID03.
 LD0647
 LD0647.The dynamic height is computed by dividing the NAVD 88
 LD0647.geopotential number by the normal gravity value computed on the
 LD0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0647.degrees latitude (g = 980.6199 gals.).
 LD0647
 LD0647.The modeled gravity was interpolated from observed gravity values.
 LD0647
 LD0647;                    North         East    Units  Estimated Accuracy
 LD0647;SPC IA S     -    72,340.      643,330.      MT  (+/- 180 meters Scaled)
 LD0647
 LD0647                          SUPERSEDED SURVEY CONTROL
 LD0647
 LD0647  NGVD 29 (??/??/92)  184.450  (m)          605.15   (f) ADJ UNCH    2 0
 LD0647
 LD0647.Superseded values are not recommended for survey control.
 LD0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0647.See file dsdata.txt to determine how the superseded data were derived.
 LD0647
 LD0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE010993(NAD 83)
 LD0647_MARKER: DB = BENCH MARK DISK
 LD0647_SETTING: 66 = SET IN ROCK OUTCROP
 LD0647_SP_SET: ROCK OUTCROP
 LD0647_STAMPING: T 121 1935
 LD0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LD0647+STABILITY: POSITION/ELEVATION WELL
 LD0647
 LD0647  HISTORY     - Date     Condition        Report By
 LD0647  HISTORY     - 1935     MONUMENTED       CGS
 LD0647
 LD0647                          STATION DESCRIPTION
 LD0647
 LD0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0647'2.4 MI NE FROM WILLIT.
 LD0647'2.4 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0647'RAILROAD FROM THE STATION AT WILLIT, VAN BUREN COUNTY, 10 POLES
 LD0647'EAST OF MILEPOST 48, 400 FEET EAST OF THE CENTER OF A ROAD
 LD0647'CROSSING, 69 FEET EAST OF A HAND-CAR SIDING, 12 FEET SOUTH OF THE
 LD0647'CENTERLINE OF THE TRACK, IN THE TOP OF A LIMESTONE OUTCROP, AND
 LD0647'4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED T 121 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0615 ***********************************************************************
 LD0615  DESIGNATION -  T 122
 LD0615  PID         -  LD0615
 LD0615  STATE/COUNTY-  IA/LEE
 LD0615  USGS QUAD   -  SALEM (1981)
 LD0615
 LD0615                         *CURRENT SURVEY CONTROL
 LD0615  ___________________________________________________________________
 LD0615* NAD 83(1986)-  40 45 18.     (N)    091 33 50.     (W)     SCALED    
 LD0615* NAVD 88     -       216.573  (meters)     710.54   (feet)  ADJUSTED  
 LD0615  ___________________________________________________________________
 LD0615  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LD0615  DYNAMIC HT  -         216.470 (meters)     710.20  (feet)  COMP
 LD0615  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 LD0615
 LD0615  VERT ORDER  -  SECOND    CLASS 0
 LD0615
 LD0615.The horizontal coordinates were scaled from a topographic map and have
 LD0615.an estimated accuracy of +/- 6 seconds.
 LD0615
 LD0615.The orthometric height was determined by differential leveling
 LD0615.and adjusted by the National Geodetic Survey in June 1991..
 LD0615
 LD0615.The geoid height was determined by GEOID03.
 LD0615
 LD0615.The dynamic height is computed by dividing the NAVD 88
 LD0615.geopotential number by the normal gravity value computed on the
 LD0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0615.degrees latitude (g = 980.6199 gals.).
 LD0615
 LD0615.The modeled gravity was interpolated from observed gravity values.
 LD0615
 LD0615;                    North         East    Units  Estimated Accuracy
 LD0615;SPC IA S     -    85,660.      663,480.      MT  (+/- 180 meters Scaled)
 LD0615
 LD0615                          SUPERSEDED SURVEY CONTROL
 LD0615
 LD0615  NGVD 29 (??/??/92)  216.604  (m)          710.64   (f) ADJ UNCH    2 0
 LD0615
 LD0615.Superseded values are not recommended for survey control.
 LD0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0615.See file dsdata.txt to determine how the superseded data were derived.
 LD0615
 LD0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF212125(NAD 83)
 LD0615_MARKER: DB = BENCH MARK DISK
 LD0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0615_STAMPING: T 122 1935
 LD0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0615+STABILITY: SURFACE MOTION
 LD0615
 LD0615  HISTORY     - Date     Condition        Report By
 LD0615  HISTORY     - 1935     MONUMENTED       CGS
 LD0615  HISTORY     - 1942     GOOD             NGS
 LD0615
 LD0615                          STATION DESCRIPTION
 LD0615
 LD0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0615'7.6 MI N FROM DONNELLSON.
 LD0615'7.6 MILES NORTH ALONG U.S. HIGHWAY 218 FROM A CROSSING OF THE
 LD0615'CHICAGO, BURLINGTON AND QUINCY RAILROAD AT DONNELLSON, LEE
 LD0615'COUNTY, AT THE JUNCTION OF A FARM ROAD LEADING EAST, 30 FEET
 LD0615'EAST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET SOUTH OF THE
 LD0615'CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A FENCE CORNER, 6 INCHES
 LD0615'WEST OF A FENCE, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 LD0615'DISK, STAMPED T 122 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0616 ***********************************************************************
 LD0616  FBN         -  This is a Federal Base Network Control Station.
 LD0616  DESIGNATION -  T 122 RESET
 LD0616  PID         -  LD0616
 LD0616  STATE/COUNTY-  IA/LEE
 LD0616  USGS QUAD   -  SALEM (1981)
 LD0616
 LD0616                         *CURRENT SURVEY CONTROL
 LD0616  ___________________________________________________________________
 LD0616* NAD 83(1996)-  40 45 18.51970(N)    091 33 49.44416(W)     ADJUSTED  
 LD0616* NAVD 88     -       216.52   (meters)     710.4    (feet)  RESET     
 LD0616  ___________________________________________________________________
 LD0616  X           -    -132,038.167 (meters)                     COMP
 LD0616  Y           -  -4,836,723.420 (meters)                     COMP
 LD0616  Z           -   4,141,983.128 (meters)                     COMP
 LD0616  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 LD0616  ELLIP HEIGHT-         183.42  (meters)          (07/28/03) GPS OBS
 LD0616  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LD0616
 LD0616  HORZ ORDER  -  A
 LD0616  VERT ORDER  -  THIRD
 LD0616  ELLP ORDER  -  FOURTH    CLASS I
 LD0616
 LD0616.The horizontal coordinates were established by GPS observations
 LD0616.and adjusted by the National Geodetic Survey in July 2003..
 LD0616
 LD0616.The orthometric height was computed from unverified reset data.
 LD0616.WARNING-GPS observations at this control monument resulted in a GPS
 LD0616.derived orthometric height which differed from the leveled height by
 LD0616.more than one decimeter (0.1 meter).
 LD0616
 LD0616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0616
 LD0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0616
 LD0616.The ellipsoidal height was determined by GPS observations
 LD0616.and is referenced to NAD 83.
 LD0616
 LD0616.The geoid height was determined by GEOID03.
 LD0616
 LD0616;                    North         East     Units Scale Factor Converg.
 LD0616;SPC IA S     -    85,677.289   663,492.411   MT  0.99997845   +1 16 31.5
 LD0616;UTM  15      - 4,512,568.488   621,239.939   MT  0.99978092   +0 56 15.9
 LD0616
 LD0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0616!SPC IA S     -   0.99997123  x   0.99997845  =   0.99994968
 LD0616!UTM  15      -   0.99997123  x   0.99978092  =   0.99975216
 LD0616
 LD0616                          SUPERSEDED SURVEY CONTROL
 LD0616
 LD0616  NAD 83(1996)-  40 45 18.52059(N)    091 33 49.44624(W) AD(       ) 3
 LD0616  ELLIP H (05/06/99)  183.43   (m)                       GP(       ) 4 1
 LD0616  NAD 83(1986)-  40 45 18.52881(N)    091 33 49.46037(W) AD(       ) 3
 LD0616  NGVD 29 (07/09/90)  216.55   (m)          710.5    (f) LEVELING    3  
 LD0616
 LD0616.Superseded values are not recommended for survey control.
 LD0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0616.See file dsdata.txt to determine how the superseded data were derived.
 LD0616
 LD0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF2124012568(NAD 83)
 LD0616_MARKER: DB = BENCH MARK DISK
 LD0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0616_SP_SET: CONCRETE POST
 LD0616_STAMPING: T 122 RESET 1972
 LD0616_MARK LOGO: NGS   
 LD0616_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0616+STABILITY: SURFACE MOTION
 LD0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0616+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 LD0616
 LD0616  HISTORY     - Date     Condition        Report By
 LD0616  HISTORY     - 1972     MONUMENTED       NGS
 LD0616  HISTORY     - 19890812 SEE DESCRIPTION  NGS
 LD0616  HISTORY     - 20030205 SEE DESCRIPTION  NGS
 LD0616
 LD0616                          STATION DESCRIPTION
 LD0616
 LD0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LD0616'7.8 MI N FROM DONNELLSON.
 LD0616'7.8 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE JUNCTION OF
 LD0616'STATE HIGHWAY 2 AND HIGHWAY 218 IN DONNELLSON, AT THE JUNCTION
 LD0616'OF A FARM ROAD LEADING EAST, 80 FEET EAST OF THE CENTER OF
 LD0616'HIGHWAY 218, 71 FEET SOUTH OF THE CENTER OF THE FARM ROAD, 8.5
 LD0616'FEET NORTH OF A POWER POLE AND 1.5 FEET SOUTH OF A METAL WITNESS
 LD0616'POST.  IT IS A STANDARD DISK, STAMPED T 122 RESET 1972, SET IN
 LD0616'THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 LD0616'INCHES ABOVE THE GROUND SURFACE.
 LD0616
 LD0616                          STATION RECOVERY (1989)
 LD0616
 LD0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LD0616'THE STATION IS LOCATED ABOUT 11.8 KM (7.35 MI) NORTH OF DONNELSON, 6.5
 LD0616'KM (4.05 MI) SOUTH OF THE LEE-HENRY COUNTY LINES AND AT THE JUNCTION
 LD0616'OF US HIGHWAY 218 AND A PRIVATE ROAD LEADING EAST TO A FARM HOUSE.
 LD0616'NOTE--THIS MARK WAS RESET USING THE ORIGINAL CONCRETE POST AND DISK,
 LD0616'THE 35 IN 1935 WAS HAMMERED OUT AND REPLACED WITH 72 RESET.   USE THIS
 LD0616'STATION WITH CAUTION.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION, 800
 LD0616'LINCOLN WAY, AMES, IA 50010, PHONE (319) 239-1101.
 LD0616'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 218 AND STATE
 LD0616'HIGHWAY 2, ON THE SOUTH SIDE OF DONNELSON, GO NORTH ON US HIGHWAY 218
 LD0616'FOR 12.85 KM (8.00 MI) TO A PRIVATE ROAD LEADING WEST TO A FARM HOUSE
 LD0616'AND THE STATION ON THE RIGHT.
 LD0616'THE STATION IS A STANDARD CGS BENCHMARK DISK PROJECTING 12-INCHES.
 LD0616'LOCATED 24.3 M (79.7 FT) EAST OF THE CENTER OF US HIGHWAY 218, 22.0 M
 LD0616'(72.2 FT) SOUTH OF THE CENTER OF THE PRIVATE ROAD, 4.1 M (13.5 FT)
 LD0616'NORTHEAST OF HIGHWAY MARKER 1605, 2.6 M (8.5 FT) NORTH OF A POWER
 LD0616'POLE, 1.1 M (3.6 FT) NORTH-NORTHEAST OF TELEPHONE PEDESTAL C 12-5 AND
 LD0616'0.4 M (1.3 FT) SOUTH OF A METAL WITNESS POST.
 LD0616'DESCRIBED BY M. L. MCCREADY.
 LD0616
 LD0616                          STATION RECOVERY (2003)
 LD0616
 LD0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 LD0616'RECOVERED AS DESCRIBED.
 LD0616'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0592 ***********************************************************************
 LD0592  FBN         -  This is a Federal Base Network Control Station.
 LD0592  DESIGNATION -  T 124
 LD0592  PID         -  LD0592
 LD0592  STATE/COUNTY-  IA/JEFFERSON
 LD0592  USGS QUAD   -  LOCKRIDGE WEST (1980)
 LD0592
 LD0592                         *CURRENT SURVEY CONTROL
 LD0592  ___________________________________________________________________
 LD0592* NAD 83(1996)-  40 59 49.50553(N)    091 48 40.46945(W)     ADJUSTED  
 LD0592* NAVD 88     -       230.887  (meters)     757.50   (feet)  ADJUSTED  
 LD0592  ___________________________________________________________________
 LD0592  X           -    -152,375.197 (meters)                     COMP
 LD0592  Y           -  -4,818,544.194 (meters)                     COMP
 LD0592  Z           -   4,162,308.767 (meters)                     COMP
 LD0592  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 LD0592  ELLIP HEIGHT-         198.01  (meters)          (07/28/03) GPS OBS
 LD0592  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LD0592  DYNAMIC HT  -         230.784 (meters)     757.16  (feet)  COMP
 LD0592  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 LD0592
 LD0592  HORZ ORDER  -  A
 LD0592  VERT ORDER  -  SECOND    CLASS 0
 LD0592  ELLP ORDER  -  FOURTH    CLASS I
 LD0592
 LD0592.The horizontal coordinates were established by GPS observations
 LD0592.and adjusted by the National Geodetic Survey in July 2003..
 LD0592
 LD0592.The orthometric height was determined by differential leveling
 LD0592.and adjusted by the National Geodetic Survey in June 1991..
 LD0592.WARNING-GPS observations at this control monument resulted in a GPS
 LD0592.derived orthometric height which differed from the leveled height by
 LD0592.more than one decimeter (0.1 meter).
 LD0592
 LD0592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0592
 LD0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0592
 LD0592.The ellipsoidal height was determined by GPS observations
 LD0592.and is referenced to NAD 83.
 LD0592
 LD0592.The geoid height was determined by GEOID03.
 LD0592
 LD0592.The dynamic height is computed by dividing the NAVD 88
 LD0592.geopotential number by the normal gravity value computed on the
 LD0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0592.degrees latitude (g = 980.6199 gals.).
 LD0592
 LD0592.The modeled gravity was interpolated from observed gravity values.
 LD0592
 LD0592;                    North         East     Units Scale Factor Converg.
 LD0592;SPC IA S     -   112,103.664   642,074.900   MT  0.99995466   +1 06 44.6
 LD0592;UTM  15      - 4,539,113.931   599,981.828   MT  0.99972303   +0 46 47.7
 LD0592
 LD0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0592!SPC IA S     -   0.99996894  x   0.99995466  =   0.99992360
 LD0592!UTM  15      -   0.99996894  x   0.99972303  =   0.99969198
 LD0592
 LD0592                          SUPERSEDED SURVEY CONTROL
 LD0592
 LD0592  NAD 83(1996)-  40 59 49.50563(N)    091 48 40.46882(W) AD(       ) 3
 LD0592  ELLIP H (05/06/99)  198.06   (m)                       GP(       ) 4 1
 LD0592  NAD 83(1986)-  40 59 49.51365(N)    091 48 40.48265(W) AD(       ) 3
 LD0592  NGVD 29 (??/??/92)  230.924  (m)          757.62   (f) ADJ UNCH    2 0
 LD0592
 LD0592.Superseded values are not recommended for survey control.
 LD0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0592.See file dsdata.txt to determine how the superseded data were derived.
 LD0592
 LD0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF9998239114(NAD 83)
 LD0592_MARKER: DB = BENCH MARK DISK
 LD0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0592_SP_SET: CONCRETE POST
 LD0592_STAMPING: T 124 1935
 LD0592_MARK LOGO: CGS   
 LD0592_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0592+STABILITY: SURFACE MOTION
 LD0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0592+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 LD0592
 LD0592  HISTORY     - Date     Condition        Report By
 LD0592  HISTORY     - 1935     MONUMENTED       CGS
 LD0592  HISTORY     - 19890812 GOOD             NGS
 LD0592  HISTORY     - 20030205 GOOD             NGS
 LD0592
 LD0592                          STATION DESCRIPTION
 LD0592
 LD0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0592'AT GLENDALE.
 LD0592'AT GLENDALE, JEFFERSON COUNTY, ON THE CHICAGO, BURLINGTON AND
 LD0592'QUINCY RAILROAD, AT BLOCK SIGNAL N-2473, 48 FEET SOUTH OF THE
 LD0592'CENTERLINE OF THE SOUTH TRACK, AND 5 FEET EAST OF A POLE.  A
 LD0592'STANDARD DISK, STAMPED T 124 1935 AND SET IN THE TOP OF A CONCRETE
 LD0592'POST.
 LD0592
 LD0592                          STATION RECOVERY (1989)
 LD0592
 LD0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LD0592'THE STATION IS LOCATED ABOUT 13.0 KM (8.10 MI) EAST OF FAIRFIELD, 5.0
 LD0592'KM (3.10 MI) WEST OF LOCKRIDGE AND AT THE JUNCTION OF US HIGHWAY 34
 LD0592'AND AN ENTRANCE ROAD TO A FARM FIELD WHICH CROSSES THE RAILROAD.
 LD0592'OWNERSHIP--DEPARTMENT OF TRANSPORTATION, 8OO LINCOLN WAY, AMES, IA
 LD0592'50010, PHONE (319) 239-1101.
 LD0592'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 34 AND STATE
 LD0592'HIGHWAY 1 SOUTH, AT THE SOUTH CORNER OF THE CITY SQUARE IN FAIRFIELD,
 LD0592'GO EAST ON US HIGHWAY 34 FOR 12.95 KM (8.05 MI) TO A FARM ROAD
 LD0592'CROSSING THE TRACKS AND THE STATION ON THE LEFT, ABOUT 0.25 KM
 LD0592'(0.15 MI) EAST OF 128TH STREET AND 0.2 KM (0.10 MI) EAST OF HIGHWAY
 LD0592'MILE POST 222.
 LD0592'THE STATION IS A STANDARD CGS BENCHMARK DISK FLUSH WITH THE GROUND.
 LD0592'LOCATED 23.3 M (76.4 FT) SOUTH-SOUTHEAST OF RAILROAD SEMAPHORE N
 LD0592'247.3, 18.7 M (61.4 FT) NORTH OF THE CENTER OF US HIGHWAY 34, 15.4 M
 LD0592'(50.5 FT) SOUTH OF THE SOUTH RAIL OF THE TRACKS, 13.8 M (45.3 FT) WEST
 LD0592'OF THE CENTER OF THE FEILD ENTRANCE ROAD AND 0.2 M (0.7 FT) SOUTH OF A
 LD0592'FIBERGLASS WITNESS POST.
 LD0592'DESCRIBED BY M. L. MCCREADY.
 LD0592
 LD0592                          STATION RECOVERY (2003)
 LD0592
 LD0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 LD0592'SLIGHT CHANGES JUSTIFY A REVISED DESCRIPTION. TO REACH THE STATION
 LD0592'FROM THE JUNCTION OF
 LD0592'US HWY 34 AND STATE HWY 1 SOUTH, AT THE SOUTH CORNER OF THE CITY
 LD0592'SQUARE IN FAIRFIELD, GO
 LD0592'13.2 KM (8.2 MILES) EAST ON US HWY 34 TO THE MARK ON THE LEFT AT AN
 LD0592'ABANDONED FIELD ROAD
 LD0592'LEADING NORTH THAT NO LONGER CROSSES THE RAILROAD. THIS LOCATION IS
 LD0592'0.24 KM (0.15 MI) EAST
 LD0592'OF THE JUNCTION OF TAMARACK AVE LEADING SOUTH AND 0.08 KM (0.05 MI)
 LD0592'EAST OF HWY MILEPOST
 LD0592'222.
 LD0592' 
 LD0592'THE STATION IS 22.9 M (75.1 FT) SSE AND ACROSS TRACKS FROM THE SOUTH
 LD0592'FACE OF A CONCRETE
 LD0592'BASE OF A RAILROAD SEMAPHORE (ONLY THE BASE REMAINS), 18.7 M (61.4 FT)
 LD0592'NORTH OF HWY
 LD0592'CENTERLINE, 15.3 M (50.2 FT) SOUTH OF THE SOUTH RAIL OF THE TRACKS,
 LD0592'13.8 M (45.3 FT) WEST OF
 LD0592'THE CENTER OF THE ABANDONED FIELD ROAD AND 0.2 M (0.6 FT) SOUTH OF A
 LD0592'FIBERGLASS WITNESS
 LD0592'POST.
 LD0592' 
 LD0592'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0521 ***********************************************************************
 LD0521  DESIGNATION -  T 125
 LD0521  PID         -  LD0521
 LD0521  STATE/COUNTY-  IA/DES MOINES
 LD0521  USGS QUAD   -  DANVILLE (1981)
 LD0521
 LD0521                         *CURRENT SURVEY CONTROL
 LD0521  ___________________________________________________________________
 LD0521* NAD 83(1986)-  40 51 01.     (N)    091 17 33.     (W)     SCALED    
 LD0521* NAVD 88     -       221.820  (meters)     727.75   (feet)  ADJUSTED  
 LD0521  ___________________________________________________________________
 LD0521  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LD0521  DYNAMIC HT  -         221.718 (meters)     727.42  (feet)  COMP
 LD0521  MODELED GRAV-     980,156.5   (mgal)                       NAVD 88
 LD0521
 LD0521  VERT ORDER  -  SECOND    CLASS 0
 LD0521
 LD0521.The horizontal coordinates were scaled from a topographic map and have
 LD0521.an estimated accuracy of +/- 6 seconds.
 LD0521
 LD0521.The orthometric height was determined by differential leveling
 LD0521.and adjusted by the National Geodetic Survey in June 1991..
 LD0521
 LD0521.The geoid height was determined by GEOID03.
 LD0521
 LD0521.The dynamic height is computed by dividing the NAVD 88
 LD0521.geopotential number by the normal gravity value computed on the
 LD0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0521.degrees latitude (g = 980.6199 gals.).
 LD0521
 LD0521.The modeled gravity was interpolated from observed gravity values.
 LD0521
 LD0521;                    North         East    Units  Estimated Accuracy
 LD0521;SPC IA S     -    96,780.      686,120.      MT  (+/- 180 meters Scaled)
 LD0521
 LD0521                          SUPERSEDED SURVEY CONTROL
 LD0521
 LD0521  NGVD 29 (??/??/92)  221.869  (m)          727.92   (f) ADJ UNCH    2 0
 LD0521
 LD0521.Superseded values are not recommended for survey control.
 LD0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0521.See file dsdata.txt to determine how the superseded data were derived.
 LD0521
 LD0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF439235(NAD 83)
 LD0521_MARKER: DB = BENCH MARK DISK
 LD0521_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LD0521_SP_SET: CULVERT HEADWALL
 LD0521_STAMPING: T 125 1935
 LD0521_MARK LOGO: CGS   
 LD0521_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0521+STABILITY: SURFACE MOTION
 LD0521
 LD0521  HISTORY     - Date     Condition        Report By
 LD0521  HISTORY     - 1935     MONUMENTED       CGS
 LD0521  HISTORY     - 19930211 MARK NOT FOUND   LOCENG
 LD0521
 LD0521                          STATION DESCRIPTION
 LD0521
 LD0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0521'1.4 MI SE FROM DANVILLE.
 LD0521'1.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0521'RAILROAD FROM THE STATION AT DANVILLE, DES MOINES COUNTY, MIDWAY
 LD0521'BETWEEN POLES 217+05 AND 217+06, 100 FEET SOUTHWEST OF THE TRACK,
 LD0521'AT A CULVERT UNDER U.S. HIGHWAY 34, AND IN THE TOP OF THE CENTER
 LD0521'OF THE NORTHEAST CONCRETE HEADWALL.  A STANDARD DISK, STAMPED
 LD0521'T 125 1935.
 LD0521
 LD0521                          STATION RECOVERY (1993)
 LD0521
 LD0521'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 LD0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0850 ***********************************************************************
 LF0850  DESIGNATION -  T 127
 LF0850  PID         -  LF0850
 LF0850  STATE/COUNTY-  IA/FREMONT
 LF0850  USGS QUAD   -  NEBRASKA CITY (1984)
 LF0850
 LF0850                         *CURRENT SURVEY CONTROL
 LF0850  ___________________________________________________________________
 LF0850* NAD 83(1986)-  40 40 29.     (N)    095 45 52.     (W)     SCALED    
 LF0850* NAVD 88     -       280.850  (meters)     921.42   (feet)  ADJUSTED  
 LF0850  ___________________________________________________________________
 LF0850  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LF0850  DYNAMIC HT  -         280.703 (meters)     920.94  (feet)  COMP
 LF0850  MODELED GRAV-     980,093.7   (mgal)                       NAVD 88
 LF0850
 LF0850  VERT ORDER  -  FIRST     CLASS II
 LF0850
 LF0850.The horizontal coordinates were scaled from a topographic map and have
 LF0850.an estimated accuracy of +/- 6 seconds.
 LF0850
 LF0850.The orthometric height was determined by differential leveling
 LF0850.and adjusted by the National Geodetic Survey in June 1991..
 LF0850
 LF0850.The geoid height was determined by GEOID03.
 LF0850
 LF0850.The dynamic height is computed by dividing the NAVD 88
 LF0850.geopotential number by the normal gravity value computed on the
 LF0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0850.degrees latitude (g = 980.6199 gals.).
 LF0850
 LF0850.The modeled gravity was interpolated from observed gravity values.
 LF0850
 LF0850;                    North         East    Units  Estimated Accuracy
 LF0850;SPC IA S     -    77,420.      308,570.      MT  (+/- 180 meters Scaled)
 LF0850
 LF0850                          SUPERSEDED SURVEY CONTROL
 LF0850
 LF0850  NGVD 29 (??/??/92)  280.747  (m)          921.08   (f) ADJ UNCH    1 2
 LF0850
 LF0850.Superseded values are not recommended for survey control.
 LF0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0850.See file dsdata.txt to determine how the superseded data were derived.
 LF0850
 LF0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF663063(NAD 83)
 LF0850_MARKER: DB = BENCH MARK DISK
 LF0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0850_STAMPING: T 127 1947
 LF0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0850+STABILITY: SURFACE MOTION
 LF0850
 LF0850  HISTORY     - Date     Condition        Report By
 LF0850  HISTORY     - 1947     MONUMENTED       CGS
 LF0850  HISTORY     - 1948     GOOD             NGS
 LF0850  HISTORY     - 1984     MARK NOT FOUND   NGS
 LF0850  HISTORY     - 19890724 MARK NOT FOUND   NGS
 LF0850
 LF0850                          STATION DESCRIPTION
 LF0850
 LF0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0850'0.6 MI NW FROM PAYNE.
 LF0850'0.55 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0850'RAILROAD FROM THE STATION AT PAYNE (NEBRASKA CITY JUNCTION),
 LF0850'233.0 FEET NORTHWEST OF THE CENTER OF AN EAST-WEST ROAD WHICH
 LF0850'CROSSES THE TRACK, 46.0 FEET NORTHEAST OF THE NORTHEAST RAIL
 LF0850'OF THE TRACK, 33.0 FEET NORTH OF THE SECOND TELEPHONE POLE
 LF0850'NORTHWEST OF THE ROAD CROSSING, 2.5 FEET NORTHWEST OF A REFERENCE
 LF0850'POST, 1.0 FOOT SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE,
 LF0850'SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE TRACK AND PROJECTING
 LF0850'0.3 FOOT.
 LF0850
 LF0850                          STATION RECOVERY (1948)
 LF0850
 LF0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0850'RECOVERED IN GOOD CONDITION.
 LF0850
 LF0850                          STATION RECOVERY (1984)
 LF0850
 LF0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0850'MARK NOT FOUND.
 LF0850
 LF0850                          STATION RECOVERY (1989)
 LF0850
 LF0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0088 ***********************************************************************
 NM0088  DESIGNATION -  T 129
 NM0088  PID         -  NM0088
 NM0088  STATE/COUNTY-  IA/MONONA
 NM0088  USGS QUAD   -  ONAWA (1969)
 NM0088
 NM0088                         *CURRENT SURVEY CONTROL
 NM0088  ___________________________________________________________________
 NM0088* NAD 83(1986)-  42 04 51.     (N)    096 06 57.     (W)     SCALED    
 NM0088* NAVD 88     -       321.652  (meters)    1055.29   (feet)  ADJUSTED  
 NM0088  ___________________________________________________________________
 NM0088  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 NM0088  DYNAMIC HT  -         321.538 (meters)    1054.91  (feet)  COMP
 NM0088  MODELED GRAV-     980,257.4   (mgal)                       NAVD 88
 NM0088
 NM0088  VERT ORDER  -  FIRST     CLASS II
 NM0088
 NM0088.The horizontal coordinates were scaled from a topographic map and have
 NM0088.an estimated accuracy of +/- 6 seconds.
 NM0088
 NM0088.The orthometric height was determined by differential leveling
 NM0088.and adjusted by the National Geodetic Survey in June 1991..
 NM0088
 NM0088.The geoid height was determined by GEOID03.
 NM0088
 NM0088.The dynamic height is computed by dividing the NAVD 88
 NM0088.geopotential number by the normal gravity value computed on the
 NM0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0088.degrees latitude (g = 980.6199 gals.).
 NM0088
 NM0088.The modeled gravity was interpolated from observed gravity values.
 NM0088
 NM0088;                    North         East    Units  Estimated Accuracy
 NM0088;SPC IA N     - 1,067,870.    1,283,590.      MT  (+/- 180 meters Scaled)
 NM0088
 NM0088                          SUPERSEDED SURVEY CONTROL
 NM0088
 NM0088  NGVD 29 (??/??/92)  321.516  (m)         1054.84   (f) ADJ UNCH    1 2
 NM0088
 NM0088.Superseded values are not recommended for survey control.
 NM0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0088.See file dsdata.txt to determine how the superseded data were derived.
 NM0088
 NM0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM385627(NAD 83)
 NM0088_MARKER: DB = BENCH MARK DISK
 NM0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0088_SP_SET: CONCRETE POST
 NM0088_STAMPING: T 129 1948
 NM0088_MARK LOGO: CGS   
 NM0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0088+STABILITY: SURFACE MOTION
 NM0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0088+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1989
 NM0088
 NM0088  HISTORY     - Date     Condition        Report By
 NM0088  HISTORY     - 1948     MONUMENTED       CGS
 NM0088  HISTORY     - 19890831 GOOD             NGS
 NM0088
 NM0088                          STATION DESCRIPTION
 NM0088
 NM0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0088'3.8 MI SE FROM WHITING.
 NM0088'3.8 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0088'FROM THE STATION AT WHITING, 3.9 MILES NORTHWEST ALONG THE
 NM0088'CHICAGO AND NORTH WESTERN RAILROAD FROM THE STATION ON ONAWA,
 NM0088'7 POLES SOUTHEAST OF MILEPOST 43, 42.3 FEET SOUTHWEST OF THE
 NM0088'CENTER LINE OF U.S. HIGHWAY 75, 38.0 FEET NORTHEAST OF THE
 NM0088'NORTHEAST RAIL, 2.6 FEET SOUTHEAST OF A TELEPHONE POLE, 1.6 FEET
 NM0088'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NM0088'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 NM0088
 NM0088                          STATION RECOVERY (1989)
 NM0088
 NM0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0088'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. CHANGE--3.8
 NM0088'MILES, TO 6.4 KM (4.00 MI), STATION, TO IOWA AVENUE, AND U.S. HIGHWAY
 NM0088'75, TO COUNTY ROAD K 45.  ADD--0.6 M (2.0) BELOW THE LEVEL OF THE
 NM0088'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0152 ***********************************************************************
 NL0152  DESIGNATION -  T 13
 NL0152  PID         -  NL0152
 NL0152  STATE/COUNTY-  IA/SAC
 NL0152  USGS QUAD   -  SAC CITY EAST (1980)
 NL0152
 NL0152                         *CURRENT SURVEY CONTROL
 NL0152  ___________________________________________________________________
 NL0152* NAD 83(1986)-  42 25 27.     (N)    094 59 17.     (W)     SCALED    
 NL0152* NAVD 88     -       365.877  (meters)    1200.38   (feet)  ADJUSTED  
 NL0152  ___________________________________________________________________
 NL0152  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 NL0152  DYNAMIC HT  -         365.746 (meters)    1199.95  (feet)  COMP
 NL0152  MODELED GRAV-     980,254.7   (mgal)                       NAVD 88
 NL0152
 NL0152  VERT ORDER  -  FIRST     CLASS II
 NL0152
 NL0152.The horizontal coordinates were scaled from a topographic map and have
 NL0152.an estimated accuracy of +/- 6 seconds.
 NL0152
 NL0152.The orthometric height was determined by differential leveling
 NL0152.and adjusted by the National Geodetic Survey in June 1991..
 NL0152
 NL0152.The geoid height was determined by GEOID03.
 NL0152
 NL0152.The dynamic height is computed by dividing the NAVD 88
 NL0152.geopotential number by the normal gravity value computed on the
 NL0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0152.degrees latitude (g = 980.6199 gals.).
 NL0152
 NL0152.The modeled gravity was interpolated from observed gravity values.
 NL0152
 NL0152;                    North         East    Units  Estimated Accuracy
 NL0152;SPC IA N     - 1,103,730.    1,377,550.      MT  (+/- 180 meters Scaled)
 NL0152
 NL0152                          SUPERSEDED SURVEY CONTROL
 NL0152
 NL0152  NGVD 29 (??/??/92)  365.781  (m)         1200.07   (f) ADJ UNCH    1 2
 NL0152
 NL0152.Superseded values are not recommended for survey control.
 NL0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0152.See file dsdata.txt to determine how the superseded data were derived.
 NL0152
 NL0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG364987(NAD 83)
 NL0152_MARKER: DB = BENCH MARK DISK
 NL0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0152_STAMPING: 1200.066 T 13 1933
 NL0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0152+STABILITY: SURFACE MOTION
 NL0152
 NL0152  HISTORY     - Date     Condition        Report By
 NL0152  HISTORY     - 1933     MONUMENTED       CGS
 NL0152  HISTORY     - 1934     GOOD             NGS
 NL0152  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0152
 NL0152                          STATION DESCRIPTION
 NL0152
 NL0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0152'AT SAC CITY.
 NL0152'AT SAC CITY, SAC COUNTY, 98.1 FEET EAST OF THE EAST END OF THE
 NL0152'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 100
 NL0152'FEET WEST OF THE WATER TANK, 69.6 FEET NORTH OF THE NORTH CURB
 NL0152'OF SIOUX STREET, AND 17.9 FEET SOUTH OF THE SOUTH RAIL OF THE
 NL0152'MAIN TRACK.  A STANDARD DISK, STAMPED 1200.066 T 13 1933 AND SET
 NL0152'IN THE TOP OF A CONCRETE POST.
 NL0152
 NL0152                          STATION RECOVERY (1975)
 NL0152
 NL0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0840 ***********************************************************************
 MJ0840  DESIGNATION -  T 130
 MJ0840  PID         -  MJ0840
 MJ0840  STATE/COUNTY-  IA/MILLS
 MJ0840  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0840
 MJ0840                         *CURRENT SURVEY CONTROL
 MJ0840  ___________________________________________________________________
 MJ0840* NAD 83(1986)-  41 09 10.     (N)    095 51 21.     (W)     SCALED    
 MJ0840* NAVD 88     -       294.737  (meters)     966.98   (feet)  ADJUSTED  
 MJ0840  ___________________________________________________________________
 MJ0840  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 MJ0840  DYNAMIC HT  -         294.617 (meters)     966.59  (feet)  COMP
 MJ0840  MODELED GRAV-     980,210.7   (mgal)                       NAVD 88
 MJ0840
 MJ0840  VERT ORDER  -  SECOND    CLASS 0
 MJ0840
 MJ0840.The horizontal coordinates were scaled from a topographic map and have
 MJ0840.an estimated accuracy of +/- 6 seconds.
 MJ0840
 MJ0840.The orthometric height was determined by differential leveling
 MJ0840.and adjusted by the National Geodetic Survey in June 1991..
 MJ0840
 MJ0840.The geoid height was determined by GEOID03.
 MJ0840
 MJ0840.The dynamic height is computed by dividing the NAVD 88
 MJ0840.geopotential number by the normal gravity value computed on the
 MJ0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0840.degrees latitude (g = 980.6199 gals.).
 MJ0840
 MJ0840.The modeled gravity was interpolated from observed gravity values.
 MJ0840
 MJ0840;                    North         East    Units  Estimated Accuracy
 MJ0840;SPC IA S     -   130,690.      302,280.      MT  (+/- 180 meters Scaled)
 MJ0840
 MJ0840                          SUPERSEDED SURVEY CONTROL
 MJ0840
 MJ0840  NGVD 29 (??/??/92)  294.644  (m)          966.68   (f) ADJ UNCH    2 0
 MJ0840
 MJ0840.Superseded values are not recommended for survey control.
 MJ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0840.See file dsdata.txt to determine how the superseded data were derived.
 MJ0840
 MJ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF603596(NAD 83)
 MJ0840_MARKER: DB = BENCH MARK DISK
 MJ0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0840_STAMPING: T 130 1948
 MJ0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0840+STABILITY: SURFACE MOTION
 MJ0840
 MJ0840  HISTORY     - Date     Condition        Report By
 MJ0840  HISTORY     - 1948     MONUMENTED       CGS
 MJ0840  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0840
 MJ0840                          STATION DESCRIPTION
 MJ0840
 MJ0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0840'10.2 MI SW FROM COUNCIL BLUFFS.
 MJ0840'7.75 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MJ0840'RAILROAD FROM THE STATION AT COUNCIL BLUFFS, THENCE 2.15 MILES
 MJ0840'WEST ALONG A DIRT ROAD, THENCE 0.25 MILE NORTH ALONG A DIRT
 MJ0840'ROAD, IN THE SOUTHWEST QUARTER OF A JUNCTION WITH A DIRT ROAD
 MJ0840'LEADING WEST, WEST OF AND ACROSS THE ROAD FROM THE SOUTHWEST
 MJ0840'CORNER OF A GROVE OF TREES WHICH ARE IN A CEMETERY, 35.0 FEET
 MJ0840'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 34.6 FEET
 MJ0840'SOUTH OF THE CENTER LINE OF THE DIRT ROAD LEADING WEST, 1.5 FEET
 MJ0840'SOUTHWEST OF A CORNER FENCE POST, INSIDE A HOG PASTURE, 1.5 FEET
 MJ0840'NORTH OF A 4X4 REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MJ0840'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MJ0840
 MJ0840                          STATION RECOVERY (1955)
 MJ0840
 MJ0840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0613 ***********************************************************************
 MJ0613  DESIGNATION -  T 131
 MJ0613  PID         -  MJ0613
 MJ0613  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0613  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0613
 MJ0613                         *CURRENT SURVEY CONTROL
 MJ0613  ___________________________________________________________________
 MJ0613* NAD 83(1986)-  41 14 45.     (N)    095 51 02.     (W)     SCALED    
 MJ0613* NAVD 88     -       300.292  (meters)     985.21   (feet)  ADJUSTED  
 MJ0613  ___________________________________________________________________
 MJ0613  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 MJ0613  DYNAMIC HT  -         300.169 (meters)     984.80  (feet)  COMP
 MJ0613  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 MJ0613
 MJ0613  VERT ORDER  -  FIRST     CLASS II
 MJ0613
 MJ0613.The horizontal coordinates were scaled from a topographic map and have
 MJ0613.an estimated accuracy of +/- 6 seconds.
 MJ0613
 MJ0613.The orthometric height was determined by differential leveling
 MJ0613.and adjusted by the National Geodetic Survey in June 1991..
 MJ0613
 MJ0613.The geoid height was determined by GEOID03.
 MJ0613
 MJ0613.The dynamic height is computed by dividing the NAVD 88
 MJ0613.geopotential number by the normal gravity value computed on the
 MJ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0613.degrees latitude (g = 980.6199 gals.).
 MJ0613
 MJ0613.The modeled gravity was interpolated from observed gravity values.
 MJ0613
 MJ0613;                    North         East    Units  Estimated Accuracy
 MJ0613;SPC IA S     -   141,010.      303,010.      MT  (+/- 180 meters Scaled)
 MJ0613
 MJ0613                          SUPERSEDED SURVEY CONTROL
 MJ0613
 MJ0613  NGVD 29 (??/??/92)  300.179  (m)          984.84   (f) ADJ UNCH    1 2
 MJ0613
 MJ0613.Superseded values are not recommended for survey control.
 MJ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0613.See file dsdata.txt to determine how the superseded data were derived.
 MJ0613
 MJ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF611699(NAD 83)
 MJ0613_MARKER: DB = BENCH MARK DISK
 MJ0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0613_SP_SET: BRICK CONTROL TOWER
 MJ0613_STAMPING: T 131 1948
 MJ0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0613
 MJ0613  HISTORY     - Date     Condition        Report By
 MJ0613  HISTORY     - 1948     MONUMENTED       CGS
 MJ0613  HISTORY     - 19890725 MARK NOT FOUND   NGS
 MJ0613
 MJ0613                          STATION DESCRIPTION
 MJ0613
 MJ0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0613'AT COUNCIL BLUFFS.
 MJ0613'AT COUNCIL BLUFFS, 0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON,
 MJ0613'AND QUINCY RAILROAD FROM THE STATION AT COUNCIL BLUFFS, AT THE
 MJ0613'CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY AND THE CHICAGO,
 MJ0613'ROCK ISLAND AND PACIFIC RAILROADS, IN THE NORTHWEST ANGLE OF
 MJ0613'THE CROSSING, SET IN THE EAST FACE OF THE BRICK CONTROL TOWER
 MJ0613'FOR THE CROSSING, 1.7 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 MJ0613'TOWER, 3.0 FEET ABOVE THE GROUND.
 MJ0613
 MJ0613                          STATION RECOVERY (1989)
 MJ0613
 MJ0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0819 ***********************************************************************
 MJ0819  DESIGNATION -  T 132
 MJ0819  PID         -  MJ0819
 MJ0819  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0819  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0819
 MJ0819                         *CURRENT SURVEY CONTROL
 MJ0819  ___________________________________________________________________
 MJ0819* NAD 83(1986)-  41 12 47.     (N)    095 53 38.     (W)     SCALED    
 MJ0819* NAVD 88     -       296.986  (meters)     974.36   (feet)  ADJUSTED  
 MJ0819  ___________________________________________________________________
 MJ0819  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 MJ0819  DYNAMIC HT  -         296.864 (meters)     973.96  (feet)  COMP
 MJ0819  MODELED GRAV-     980,205.8   (mgal)                       NAVD 88
 MJ0819
 MJ0819  VERT ORDER  -  SECOND    CLASS 0
 MJ0819
 MJ0819.The horizontal coordinates were scaled from a topographic map and have
 MJ0819.an estimated accuracy of +/- 6 seconds.
 MJ0819
 MJ0819.The orthometric height was determined by differential leveling
 MJ0819.and adjusted by the National Geodetic Survey in June 1991..
 MJ0819
 MJ0819.The geoid height was determined by GEOID03.
 MJ0819
 MJ0819.The dynamic height is computed by dividing the NAVD 88
 MJ0819.geopotential number by the normal gravity value computed on the
 MJ0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0819.degrees latitude (g = 980.6199 gals.).
 MJ0819
 MJ0819.The modeled gravity was interpolated from observed gravity values.
 MJ0819
 MJ0819;                    North         East    Units  Estimated Accuracy
 MJ0819;SPC IA S     -   137,470.      299,280.      MT  (+/- 180 meters Scaled)
 MJ0819
 MJ0819                          SUPERSEDED SURVEY CONTROL
 MJ0819
 MJ0819  NGVD 29 (??/??/92)  296.871  (m)          973.98   (f) ADJ UNCH    2 0
 MJ0819
 MJ0819.Superseded values are not recommended for survey control.
 MJ0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0819.See file dsdata.txt to determine how the superseded data were derived.
 MJ0819
 MJ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF573664(NAD 83)
 MJ0819_MARKER: DB = BENCH MARK DISK
 MJ0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0819_STAMPING: T 132 1948
 MJ0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0819+STABILITY: SURFACE MOTION
 MJ0819
 MJ0819  HISTORY     - Date     Condition        Report By
 MJ0819  HISTORY     - 1948     MONUMENTED       CGS
 MJ0819  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0819
 MJ0819                          STATION DESCRIPTION
 MJ0819
 MJ0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0819'2.2 MI E FROM SOUTH OMAHA.
 MJ0819'2.2 MILES EAST ALONG U.S. HIGHWAY 275 FROM THE WEST END OF THE
 MJ0819'SOUTH OMAHA BRIDGE OVER THE MISSOURI RIVER AT SOUTH OMAHA, AT
 MJ0819'A JUNCTION OF A DIRT ROAD LEADING SOUTH, 134.0 FEET SOUTH ALONG
 MJ0819'THE DIRT ROAD FROM THE CENTER LINE OF U.S. HIGHWAY 275, 13.6 FEET
 MJ0819'EAST OF THE CENTER LINE OF THE DIRT ROAD LEADING SOUTH, 2.0 FEET
 MJ0819'SOUTHWEST OF A 4 X 4 REFERENCE POST, 1.5 FEET NORTHWEST OF A
 MJ0819'RIGHT-OF-WAY FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 MJ0819'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MJ0819
 MJ0819                          STATION RECOVERY (1955)
 MJ0819
 MJ0819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1143 ***********************************************************************
 LF1143  DESIGNATION -  T 133
 LF1143  PID         -  LF1143
 LF1143  STATE/COUNTY-  IA/FREMONT
 LF1143  USGS QUAD   -  MC PAUL (1984)
 LF1143
 LF1143                         *CURRENT SURVEY CONTROL
 LF1143  ___________________________________________________________________
 LF1143* NAD 83(1986)-  40 49 17.     (N)    095 49 42.     (W)     SCALED    
 LF1143* NAVD 88     -       285.683  (meters)     937.28   (feet)  ADJUSTED  
 LF1143  ___________________________________________________________________
 LF1143  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 LF1143  DYNAMIC HT  -         285.544 (meters)     936.82  (feet)  COMP
 LF1143  MODELED GRAV-     980,129.3   (mgal)                       NAVD 88
 LF1143
 LF1143  VERT ORDER  -  SECOND    CLASS 0
 LF1143
 LF1143.The horizontal coordinates were scaled from a topographic map and have
 LF1143.an estimated accuracy of +/- 6 seconds.
 LF1143
 LF1143.The orthometric height was determined by differential leveling
 LF1143.and adjusted by the National Geodetic Survey in June 1991..
 LF1143
 LF1143.The geoid height was determined by GEOID03.
 LF1143
 LF1143.The dynamic height is computed by dividing the NAVD 88
 LF1143.geopotential number by the normal gravity value computed on the
 LF1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1143.degrees latitude (g = 980.6199 gals.).
 LF1143
 LF1143.The modeled gravity was interpolated from observed gravity values.
 LF1143
 LF1143;                    North         East    Units  Estimated Accuracy
 LF1143;SPC IA S     -    93,840.      303,610.      MT  (+/- 180 meters Scaled)
 LF1143
 LF1143                          SUPERSEDED SURVEY CONTROL
 LF1143
 LF1143  NGVD 29 (??/??/92)  285.592  (m)          936.98   (f) ADJ UNCH    2 0
 LF1143
 LF1143.Superseded values are not recommended for survey control.
 LF1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1143.See file dsdata.txt to determine how the superseded data were derived.
 LF1143
 LF1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF614227(NAD 83)
 LF1143_MARKER: DB = BENCH MARK DISK
 LF1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1143_STAMPING: T 133 1948
 LF1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1143+STABILITY: SURFACE MOTION
 LF1143
 LF1143  HISTORY     - Date     Condition        Report By
 LF1143  HISTORY     - 1948     MONUMENTED       CGS
 LF1143
 LF1143                          STATION DESCRIPTION
 LF1143
 LF1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1143'1.2 MI W FROM MC PAUL.
 LF1143'1.25 MILES WEST ALONG GRAVEL AND DIRT ROADS FROM THE CHICAGO,
 LF1143'BURLINGTON AND QUINCY RAILROAD STATION AT MC PAUL, 0.3 MILE WEST
 LF1143'OF THE CROSSING OF A NORTH-SOUTH DIRT ROAD, AT A POINT WHERE
 LF1143'THE ROAD FROM THE EAST MAKES A TURN TO THE NORTH, 43.7 FEET
 LF1143'SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORCH ON THE
 LF1143'SOUTH SIDE OF A WHITE FRAME DWELLING OCCUPIED BY ELMER AND
 LF1143'AUDRY GARDIS, SET MIDWAY BETWEEN TWO 36-INCH ELM TREES WHICH
 LF1143'ARE 10 FEET APART, 108.0 FEET SOUTH OF THE EXTENSION TO THE
 LF1143'WEST OF THE CENTER LINE OF THE DIRT ROAD LEADING EAST, 104.6
 LF1143'FEET WEST OF THE CENTER LINE OF THE FARM ROAD LEADING SOUTH
 LF1143'(THIS ROAD IS THE EXTENSION TO THE SOUTH OF THE DIRT ROAD LEADING
 LF1143'NORTH), 14.0 FEET NORTH OF THE CENTER LINE OF THE FARM DRIVE
 LF1143'LEADING WEST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF1143'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0977 ***********************************************************************
 LF0977  DESIGNATION -  T 134
 LF0977  PID         -  LF0977
 LF0977  STATE/COUNTY-  IA/FREMONT
 LF0977  USGS QUAD   -  SIDNEY (1981)
 LF0977
 LF0977                         *CURRENT SURVEY CONTROL
 LF0977  ___________________________________________________________________
 LF0977* NAD 83(1986)-  40 37 47.     (N)    095 43 49.     (W)     SCALED    
 LF0977* NAVD 88     -       278.233  (meters)     912.84   (feet)  ADJUSTED  
 LF0977  ___________________________________________________________________
 LF0977  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LF0977  DYNAMIC HT  -         278.086 (meters)     912.35  (feet)  COMP
 LF0977  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 LF0977
 LF0977  VERT ORDER  -  SECOND    CLASS 0
 LF0977
 LF0977.The horizontal coordinates were scaled from a topographic map and have
 LF0977.an estimated accuracy of +/- 6 seconds.
 LF0977
 LF0977.The orthometric height was determined by differential leveling
 LF0977.and adjusted by the National Geodetic Survey in June 1991..
 LF0977
 LF0977.The geoid height was determined by GEOID03.
 LF0977
 LF0977.The dynamic height is computed by dividing the NAVD 88
 LF0977.geopotential number by the normal gravity value computed on the
 LF0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0977.degrees latitude (g = 980.6199 gals.).
 LF0977
 LF0977.The modeled gravity was interpolated from observed gravity values.
 LF0977
 LF0977;                    North         East    Units  Estimated Accuracy
 LF0977;SPC IA S     -    72,350.      311,330.      MT  (+/- 180 meters Scaled)
 LF0977
 LF0977                          SUPERSEDED SURVEY CONTROL
 LF0977
 LF0977  NGVD 29 (??/??/92)  278.133  (m)          912.51   (f) ADJ UNCH    2 0
 LF0977
 LF0977.Superseded values are not recommended for survey control.
 LF0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0977.See file dsdata.txt to determine how the superseded data were derived.
 LF0977
 LF0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF690012(NAD 83)
 LF0977_MARKER: DB = BENCH MARK DISK
 LF0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0977_STAMPING: T 134 1948
 LF0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0977+STABILITY: SURFACE MOTION
 LF0977
 LF0977  HISTORY     - Date     Condition        Report By
 LF0977  HISTORY     - 1948     MONUMENTED       CGS
 LF0977  HISTORY     - 1971     GOOD             NGS
 LF0977
 LF0977                          STATION DESCRIPTION
 LF0977
 LF0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0977'3.2 MI SE FROM PAYNE.
 LF0977'2.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0977'RAILROAD FROM THE STATION AT PAYNE, THENCE 1.1 MILE SOUTH ALONG
 LF0977'A TAR ROAD, AT A POINT WHERE THE TAR ROAD FROM THE NORTHWEST MAKES
 LF0977'A TURN TO THE EAST, ABOUT 150.0 FEET EAST OF THE CENTER OF THE
 LF0977'CURVE, 31.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STUCCO
 LF0977'GARAGE WHICH IS LOCATED ABOUT 100 FEET NORTHWEST OF THE HOME OF
 LF0977'ALBERT PROPP, 70.7 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 LF0977'DRIVE LEADING TO THE GARAGE AND THE FARM BUILDINGS ON THE PROPP
 LF0977'FARM, 23.6 FEET SOUTH OF THE CENTER LINE OF THE TAR ROAD, 3.0
 LF0977'FEET WEST OF A CORNER POST FOR THE BARN YARD FENCE, 1.5 FEET EAST
 LF0977'OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LF0977'PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- WITNESS POST 1 FOOT WEST
 LF0977
 LF0977                          STATION RECOVERY (1971)
 LF0977
 LF0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LF0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0561 ***********************************************************************
 MJ0561  DESIGNATION -  T 135
 MJ0561  PID         -  MJ0561
 MJ0561  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0561  USGS QUAD   -  UNDERWOOD (1994)
 MJ0561
 MJ0561                         *CURRENT SURVEY CONTROL
 MJ0561  ___________________________________________________________________
 MJ0561* NAD 83(1986)-  41 22 44.     (N)    095 41 03.     (W)     SCALED    
 MJ0561* NAVD 88     -       322.675  (meters)    1058.64   (feet)  ADJUSTED  
 MJ0561  ___________________________________________________________________
 MJ0561  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 MJ0561  DYNAMIC HT  -         322.538 (meters)    1058.19  (feet)  COMP
 MJ0561  MODELED GRAV-     980,188.4   (mgal)                       NAVD 88
 MJ0561
 MJ0561  VERT ORDER  -  FIRST     CLASS II
 MJ0561
 MJ0561.The horizontal coordinates were scaled from a topographic map and have
 MJ0561.an estimated accuracy of +/- 6 seconds.
 MJ0561
 MJ0561.The orthometric height was determined by differential leveling
 MJ0561.and adjusted by the National Geodetic Survey in June 1991..
 MJ0561
 MJ0561.The geoid height was determined by GEOID03.
 MJ0561
 MJ0561.The dynamic height is computed by dividing the NAVD 88
 MJ0561.geopotential number by the normal gravity value computed on the
 MJ0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0561.degrees latitude (g = 980.6199 gals.).
 MJ0561
 MJ0561.The modeled gravity was interpolated from observed gravity values.
 MJ0561
 MJ0561;                    North         East    Units  Estimated Accuracy
 MJ0561;SPC IA S     -   155,420.      317,320.      MT  (+/- 180 meters Scaled)
 MJ0561
 MJ0561                          SUPERSEDED SURVEY CONTROL
 MJ0561
 MJ0561  NGVD 29 (??/??/92)  322.558  (m)         1058.26   (f) ADJ UNCH    1 2
 MJ0561
 MJ0561.Superseded values are not recommended for survey control.
 MJ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0561.See file dsdata.txt to determine how the superseded data were derived.
 MJ0561
 MJ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF755842(NAD 83)
 MJ0561_MARKER: DB = BENCH MARK DISK
 MJ0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0561_SP_SET: BRIDGE
 MJ0561_STAMPING: T 135 1948
 MJ0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0561
 MJ0561  HISTORY     - Date     Condition        Report By
 MJ0561  HISTORY     - 1948     MONUMENTED       CGS
 MJ0561
 MJ0561                          STATION DESCRIPTION
 MJ0561
 MJ0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0561'0.7 MI SW FROM UNDERWOOD.
 MJ0561'0.7 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0561'RAILROAD FROM THE STATION AT UNDERWOOD, AT RAILROAD BRIDGE
 MJ0561'482.2, SET IN THE BRIDGE SEAT OF THE SOUTHWEST ABUTMENT OF
 MJ0561'RAILROAD BRIDGE OVER A STREAM, 60.4 FEET SOUTH SOUTHEAST OF THE
 MJ0561'CENTER OF THE SOUTHEAST CONCRETE HEADWALL FOR A LARGE CONCRETE
 MJ0561'BOX CULVERT UNDER STATE HIGHWAY 64, 5.8 FEET NORTHWEST OF THE
 MJ0561'NORTHWEST RAIL, 5.0 FEET BELOW THE TOP OF THE RAILS, 1.3 FEET
 MJ0561'NORTHEAST OF THE NORTHEAST FACE OF THE BACKWALL OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0242 ***********************************************************************
 MK0242  DESIGNATION -  T 136
 MK0242  PID         -  MK0242
 MK0242  STATE/COUNTY-  IA/HARRISON
 MK0242  USGS QUAD   -  MONDAMIN (1970)
 MK0242
 MK0242                         *CURRENT SURVEY CONTROL
 MK0242  ___________________________________________________________________
 MK0242* NAD 83(1986)-  41 39 42.     (N)    096 03 52.     (W)     SCALED    
 MK0242* NAVD 88     -       310.683  (meters)    1019.30   (feet)  ADJUSTED  
 MK0242  ___________________________________________________________________
 MK0242  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 MK0242  DYNAMIC HT  -         310.550 (meters)    1018.86  (feet)  COMP
 MK0242  MODELED GRAV-     980,187.0   (mgal)                       NAVD 88
 MK0242
 MK0242  VERT ORDER  -  SECOND    CLASS 0
 MK0242
 MK0242.The horizontal coordinates were scaled from a topographic map and have
 MK0242.an estimated accuracy of +/- 6 seconds.
 MK0242
 MK0242.The orthometric height was determined by differential leveling
 MK0242.and adjusted by the National Geodetic Survey in June 1991..
 MK0242
 MK0242.The geoid height was determined by GEOID03.
 MK0242
 MK0242.The dynamic height is computed by dividing the NAVD 88
 MK0242.geopotential number by the normal gravity value computed on the
 MK0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0242.degrees latitude (g = 980.6199 gals.).
 MK0242
 MK0242.The modeled gravity was interpolated from observed gravity values.
 MK0242
 MK0242;                    North         East    Units  Estimated Accuracy
 MK0242;SPC IA S     -   187,680.      286,450.      MT  (+/- 180 meters Scaled)
 MK0242
 MK0242                          SUPERSEDED SURVEY CONTROL
 MK0242
 MK0242  NGVD 29 (??/??/92)  310.534  (m)         1018.81   (f) ADJ UNCH    2 0
 MK0242
 MK0242.Superseded values are not recommended for survey control.
 MK0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0242.See file dsdata.txt to determine how the superseded data were derived.
 MK0242
 MK0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM444163(NAD 83)
 MK0242_MARKER: DB = BENCH MARK DISK
 MK0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0242_STAMPING: T 136 1948
 MK0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0242+STABILITY: SURFACE MOTION
 MK0242
 MK0242  HISTORY     - Date     Condition        Report By
 MK0242  HISTORY     - 1948     MONUMENTED       CGS
 MK0242  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0242
 MK0242                          STATION DESCRIPTION
 MK0242
 MK0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0242'5.5 MI NW FROM MONDAMIN.
 MK0242'0.4 MILE WEST ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND NORTH
 MK0242'WESTERN RAILROAD STATION AT MONDAMIN, THENCE 2.9 MILES SOUTH ALONG
 MK0242'STATE HIGHWAY 300, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE
 MK0242'1.2 MILES SOUTHWEST ALONG A DIRT ROAD, AT A FARMHOUSE, ABOUT 150.0
 MK0242'FEET WEST OF A CURVE IN THE ROAD, 125.0 FEET SOUTHEAST OF THE
 MK0242'FARMHOUSE, 21.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 125.0
 MK0242'FEET SOUTHEAST OF THE FARMHOUSE, 21.0 FEET NORTH OF THE CENTER LINE
 MK0242'OF THE ROAD, 125.0 FEET SOUTHEAST OF THE FARMHOUSE, 21.0 FEET
 MK0242'NORTH OF THE CENTER LINE OF THE ROAD, 15.0 FEET WEST OF THE
 MK0242'CENTER LINE OF A PRIVATE ROAD, 3.3 FEET WEST OF A CORNER FENCE
 MK0242'POST, 1.1 FEET SOUTH OF A FENCE, 1.6 FEET EAST OF A WITNESS POST,
 MK0242'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MK0242'THE GROUND.
 MK0242
 MK0242                          STATION RECOVERY (1974)
 MK0242
 MK0242'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1000 ***********************************************************************
 MJ1000  DESIGNATION -  T 137
 MJ1000  PID         -  MJ1000
 MJ1000  STATE/COUNTY-  IA/HARRISON
 MJ1000  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ1000
 MJ1000                         *CURRENT SURVEY CONTROL
 MJ1000  ___________________________________________________________________
 MJ1000* NAD 83(1986)-  41 32 06.     (N)    095 58 36.     (W)     SCALED    
 MJ1000* NAVD 88     -       306.196  (meters)    1004.58   (feet)  ADJUSTED  
 MJ1000  ___________________________________________________________________
 MJ1000  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 MJ1000  DYNAMIC HT  -         306.055 (meters)    1004.12  (feet)  COMP
 MJ1000  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 MJ1000
 MJ1000  VERT ORDER  -  SECOND    CLASS 0
 MJ1000
 MJ1000.The horizontal coordinates were scaled from a topographic map and have
 MJ1000.an estimated accuracy of +/- 6 seconds.
 MJ1000
 MJ1000.The orthometric height was determined by differential leveling
 MJ1000.and adjusted by the National Geodetic Survey in June 1991..
 MJ1000
 MJ1000.The geoid height was determined by GEOID03.
 MJ1000
 MJ1000.The dynamic height is computed by dividing the NAVD 88
 MJ1000.geopotential number by the normal gravity value computed on the
 MJ1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1000.degrees latitude (g = 980.6199 gals.).
 MJ1000
 MJ1000.The modeled gravity was interpolated from observed gravity values.
 MJ1000
 MJ1000;                    North         East    Units  Estimated Accuracy
 MJ1000;SPC IA S     -   173,400.      293,350.      MT  (+/- 180 meters Scaled)
 MJ1000
 MJ1000                          SUPERSEDED SURVEY CONTROL
 MJ1000
 MJ1000  NGVD 29 (??/??/92)  306.053  (m)         1004.11   (f) ADJ UNCH    2 0
 MJ1000
 MJ1000.Superseded values are not recommended for survey control.
 MJ1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1000.See file dsdata.txt to determine how the superseded data were derived.
 MJ1000
 MJ1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG516024(NAD 83)
 MJ1000_MARKER: DB = BENCH MARK DISK
 MJ1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ1000_STAMPING: T 137 1948
 MJ1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1000+STABILITY: SURFACE MOTION
 MJ1000
 MJ1000  HISTORY     - Date     Condition        Report By
 MJ1000  HISTORY     - 1948     MONUMENTED       CGS
 MJ1000
 MJ1000                          STATION DESCRIPTION
 MJ1000
 MJ1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ1000'2.5 MI SE FROM CALIFORNIA JUNCTION.
 MJ1000'0.5 MILE SOUTH ALONG STATE HIGHWAY 300 FROM THE CHICAGO AND NORTH
 MJ1000'WESTERN RAILROAD STATION AT CALIFORNIA JUNCTION TO ITS JUNCTION
 MJ1000'WITH U.S. HIGHWAY 30, THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD,
 MJ1000'THENCE 0.9 MILE EAST ALONG A FIELD ROAD, AT A FARMHOUSE, 300.0 FEET
 MJ1000'WEST OF A NORTH AND SOUTH ROAD, 35.0 FEET SOUTHWEST OF THE
 MJ1000'SOUTHWEST CORNER OF THE HOUSE, 24.0 FEET EAST OF THE SOUTHEAST
 MJ1000'CORNER OF A GARAGE, 2.6 FEET EAST OF THE EAST GATE POST OF A GATE
 MJ1000'IN THE FENCE ALONG THE SOUTH SIDE OF THE HOUSE, 0.8 FOOT SOUTH OF
 MJ1000'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 MJ1000'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0718 ***********************************************************************
 MJ0718  DESIGNATION -  T 138
 MJ0718  PID         -  MJ0718
 MJ0718  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0718  USGS QUAD   -  LOVELAND (1994)
 MJ0718
 MJ0718                         *CURRENT SURVEY CONTROL
 MJ0718  ___________________________________________________________________
 MJ0718* NAD 83(1986)-  41 26 00.     (N)    095 52 46.     (W)     SCALED    
 MJ0718* NAVD 88     -       302.962  (meters)     993.97   (feet)  ADJUSTED  
 MJ0718  ___________________________________________________________________
 MJ0718  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 MJ0718  DYNAMIC HT  -         302.824 (meters)     993.52  (feet)  COMP
 MJ0718  MODELED GRAV-     980,158.5   (mgal)                       NAVD 88
 MJ0718
 MJ0718  VERT ORDER  -  SECOND    CLASS 0
 MJ0718
 MJ0718.The horizontal coordinates were scaled from a topographic map and have
 MJ0718.an estimated accuracy of +/- 6 seconds.
 MJ0718
 MJ0718.The orthometric height was determined by differential leveling
 MJ0718.and adjusted by the National Geodetic Survey in June 1991..
 MJ0718
 MJ0718.The geoid height was determined by GEOID03.
 MJ0718
 MJ0718.The dynamic height is computed by dividing the NAVD 88
 MJ0718.geopotential number by the normal gravity value computed on the
 MJ0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0718.degrees latitude (g = 980.6199 gals.).
 MJ0718
 MJ0718.The modeled gravity was interpolated from observed gravity values.
 MJ0718
 MJ0718;                    North         East    Units  Estimated Accuracy
 MJ0718;SPC IA S     -   161,890.      301,160.      MT  (+/- 180 meters Scaled)
 MJ0718
 MJ0718                          SUPERSEDED SURVEY CONTROL
 MJ0718
 MJ0718  NGVD 29 (??/??/92)  302.826  (m)          993.52   (f) ADJ UNCH    2 0
 MJ0718
 MJ0718.Superseded values are not recommended for survey control.
 MJ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0718.See file dsdata.txt to determine how the superseded data were derived.
 MJ0718
 MJ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF594908(NAD 83)
 MJ0718_MARKER: DB = BENCH MARK DISK
 MJ0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0718_STAMPING: T 138 1948
 MJ0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0718+STABILITY: SURFACE MOTION
 MJ0718
 MJ0718  HISTORY     - Date     Condition        Report By
 MJ0718  HISTORY     - 1948     MONUMENTED       CGS
 MJ0718
 MJ0718                          STATION DESCRIPTION
 MJ0718
 MJ0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0718'9.4 MI S FROM LOVELAND.
 MJ0718'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0718'LOVELAND, THENCE 2.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.5
 MJ0718'MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE EAST ALONG A DIRT
 MJ0718'ROAD, THENCE 0.9 MILE SOUTHEAST ALONG A DIRT ROAD, THENCE 1.2
 MJ0718'MILES SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE EAST ALONG A DIRT
 MJ0718'ROAD, THENCE 0.7 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.4 MILE
 MJ0718'EAST ALONG A DIRT ROAD, THENCE 0.3 MILE SOUTH ALONG A DIRT ROAD,
 MJ0718'THENCE 0.5 MILE EAST ALONG A DIRT ROAD, AT THE NORTHEAST CORNER
 MJ0718'OF A CULTIVATED FIELD, 10.7 FEET NORTH OF AN OLD ABANDONED WELL,
 MJ0718'47.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.0 FOOT WEST OF
 MJ0718'A FENCE, 1.4 FEET NORTH OF A REFERENCE POST, SET IN TOP OF A
 MJ0718'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0621 ***********************************************************************
 MJ0621  DESIGNATION -  T 139
 MJ0621  PID         -  MJ0621
 MJ0621  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0621  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0621
 MJ0621                         *CURRENT SURVEY CONTROL
 MJ0621  ___________________________________________________________________
 MJ0621* NAD 83(1986)-  41 16 20.     (N)    095 51 33.     (W)     SCALED    
 MJ0621* NAVD 88     -       301.873  (meters)     990.39   (feet)  ADJUSTED  
 MJ0621  ___________________________________________________________________
 MJ0621  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 MJ0621  DYNAMIC HT  -         301.749 (meters)     989.99  (feet)  COMP
 MJ0621  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 MJ0621
 MJ0621  VERT ORDER  -  FIRST     CLASS II
 MJ0621
 MJ0621.The horizontal coordinates were scaled from a topographic map and have
 MJ0621.an estimated accuracy of +/- 6 seconds.
 MJ0621
 MJ0621.The orthometric height was determined by differential leveling
 MJ0621.and adjusted by the National Geodetic Survey in June 1991..
 MJ0621
 MJ0621.The geoid height was determined by GEOID03.
 MJ0621
 MJ0621.The dynamic height is computed by dividing the NAVD 88
 MJ0621.geopotential number by the normal gravity value computed on the
 MJ0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0621.degrees latitude (g = 980.6199 gals.).
 MJ0621
 MJ0621.The modeled gravity was interpolated from observed gravity values.
 MJ0621
 MJ0621;                    North         East    Units  Estimated Accuracy
 MJ0621;SPC IA S     -   143,960.      302,360.      MT  (+/- 180 meters Scaled)
 MJ0621
 MJ0621                          SUPERSEDED SURVEY CONTROL
 MJ0621
 MJ0621  NGVD 29 (??/??/92)  301.758  (m)          990.02   (f) ADJ UNCH    1 2
 MJ0621
 MJ0621.Superseded values are not recommended for survey control.
 MJ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0621.See file dsdata.txt to determine how the superseded data were derived.
 MJ0621
 MJ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF605729(NAD 83)
 MJ0621_MARKER: DB = BENCH MARK DISK
 MJ0621_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MJ0621_SP_SET: FOUNDATION
 MJ0621_STAMPING: T 139 1948
 MJ0621_MARK LOGO: CGS   
 MJ0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MJ0621+STABILITY: POSITION/ELEVATION WELL
 MJ0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0621+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1989
 MJ0621
 MJ0621  HISTORY     - Date     Condition        Report By
 MJ0621  HISTORY     - 1948     MONUMENTED       CGS
 MJ0621  HISTORY     - 1961     GOOD             NGS
 MJ0621  HISTORY     - 19890801 GOOD             NGS
 MJ0621
 MJ0621                          STATION DESCRIPTION
 MJ0621
 MJ0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MJ0621'AT COUNCIL BLUFFS.
 MJ0621'AT COUNCIL BLUFFS, 0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON,
 MJ0621'AND QUINCY RAILROAD FROM THE STATION AT COUNCIL BLUFFS, AT THE
 MJ0621'CROSSING OF THE CHICAGO, BURLINGTON, AND QUINCY AND THE CHICAGO,
 MJ0621'ROCK ISLAND AND PACIFIC RAILROADS, IN THE NORTHWEST ANGLE OF
 MJ0621'THE CROSSING, SET IN THE EAST FACE OF THE BRICK CONTROL TOWER FOR
 MJ0621'THE CROSSING, 1.7 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 MJ0621'TOWER, 3.0 FEET ABOVE THE GROUND.
 MJ0621
 MJ0621                          STATION RECOVERY (1989)
 MJ0621
 MJ0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0621'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN COUNCIL
 MJ0621'BLUFFS, AT THE INTERSECTION OF NORTH 10TH STREET AND AVENUE L, IN THE
 MJ0621'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE MOST EASTERLY 1 OF
 MJ0621'6 TANKS OF THE BARTLETT COMPANY GRAIN ELEVATOR, 28.5 M (93.5 FT) WEST
 MJ0621'OF THE CENTER OF THE STREET, 17.0 M (55.8 FT) SOUTH OF THE EXTENDED
 MJ0621'CENTER OF THE AVENUE, AND 0.6 M (2.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0285 ***********************************************************************
 NM0285  DESIGNATION -  T 140
 NM0285  PID         -  NM0285
 NM0285  STATE/COUNTY-  IA/MONONA
 NM0285  USGS QUAD   -  ALBATON (1969)
 NM0285
 NM0285                         *CURRENT SURVEY CONTROL
 NM0285  ___________________________________________________________________
 NM0285* NAD 83(1986)-  42 11 07.     (N)    096 19 45.     (W)     SCALED    
 NM0285* NAVD 88     -       326.955  (meters)    1072.68   (feet)  ADJUSTED  
 NM0285  ___________________________________________________________________
 NM0285  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 NM0285  DYNAMIC HT  -         326.844 (meters)    1072.32  (feet)  COMP
 NM0285  MODELED GRAV-     980,273.6   (mgal)                       NAVD 88
 NM0285
 NM0285  VERT ORDER  -  SECOND    CLASS 0
 NM0285
 NM0285.The horizontal coordinates were scaled from a topographic map and have
 NM0285.an estimated accuracy of +/- 6 seconds.
 NM0285
 NM0285.The orthometric height was determined by differential leveling
 NM0285.and adjusted by the National Geodetic Survey in June 1991..
 NM0285
 NM0285.The geoid height was determined by GEOID03.
 NM0285
 NM0285.The dynamic height is computed by dividing the NAVD 88
 NM0285.geopotential number by the normal gravity value computed on the
 NM0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0285.degrees latitude (g = 980.6199 gals.).
 NM0285
 NM0285.The modeled gravity was interpolated from observed gravity values.
 NM0285
 NM0285;                    North         East    Units  Estimated Accuracy
 NM0285;SPC IA N     - 1,080,030.    1,266,330.      MT  (+/- 180 meters Scaled)
 NM0285
 NM0285                          SUPERSEDED SURVEY CONTROL
 NM0285
 NM0285  NGVD 29 (??/??/92)  326.808  (m)         1072.20   (f) ADJ UNCH    2 0
 NM0285
 NM0285.Superseded values are not recommended for survey control.
 NM0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0285.See file dsdata.txt to determine how the superseded data were derived.
 NM0285
 NM0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM205738(NAD 83)
 NM0285_MARKER: DB = BENCH MARK DISK
 NM0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0285_STAMPING: T 140 1948
 NM0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0285+STABILITY: SURFACE MOTION
 NM0285
 NM0285  HISTORY     - Date     Condition        Report By
 NM0285  HISTORY     - 1948     MONUMENTED       CGS
 NM0285
 NM0285                          STATION DESCRIPTION
 NM0285
 NM0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0285'2.1 MI W FROM ALBATON.
 NM0285'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0285'AT ALBATON, THENCE 2.0 MILES WEST ALONG A DIRT ROAD, AT A T
 NM0285'ROAD AND FARMHOUSE, 42.0 FEET NORTH OF THE CENTER LINE OF THE
 NM0285'ROAD LEADING EAST, 29.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NM0285'OF THE FARMHOUSE, 20.0 FEET WEST OF THE CENTER LINE OF THE
 NM0285'NORTH-SOUTH ROAD, 10.0 FEET NORTH OF AN EAST GATE POST, 1.3 FEET
 NM0285'EAST OF A FENCE, 1.0 FOOT SOUTH OF A REFERENCE POST, SET IN TOP
 NM0285'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0312 ***********************************************************************
 NM0312  DESIGNATION -  T 141 RESET
 NM0312  PID         -  NM0312
 NM0312  STATE/COUNTY-  IA/MONONA
 NM0312  USGS QUAD   -  MACY (1966)
 NM0312
 NM0312                         *CURRENT SURVEY CONTROL
 NM0312  ___________________________________________________________________
 NM0312* NAD 83(1986)-  42 05 30.     (N)    096 15 25.     (W)     SCALED    
 NM0312* NAVD 88     -       325.175  (meters)    1066.85   (feet)  ADJUSTED  
 NM0312  ___________________________________________________________________
 NM0312  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 NM0312  DYNAMIC HT  -         325.061 (meters)    1066.47  (feet)  COMP
 NM0312  MODELED GRAV-     980,264.2   (mgal)                       NAVD 88
 NM0312
 NM0312  VERT ORDER  -  SECOND    CLASS 0
 NM0312
 NM0312.The horizontal coordinates were scaled from a topographic map and have
 NM0312.an estimated accuracy of +/- 6 seconds.
 NM0312
 NM0312.The orthometric height was determined by differential leveling
 NM0312.and adjusted by the National Geodetic Survey in June 1991..
 NM0312
 NM0312.The geoid height was determined by GEOID03.
 NM0312
 NM0312.The dynamic height is computed by dividing the NAVD 88
 NM0312.geopotential number by the normal gravity value computed on the
 NM0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0312.degrees latitude (g = 980.6199 gals.).
 NM0312
 NM0312.The modeled gravity was interpolated from observed gravity values.
 NM0312
 NM0312;                    North         East    Units  Estimated Accuracy
 NM0312;SPC IA N     - 1,069,440.    1,271,960.      MT  (+/- 180 meters Scaled)
 NM0312
 NM0312                          SUPERSEDED SURVEY CONTROL
 NM0312
 NM0312  NGVD 29 (??/??/92)  325.034  (m)         1066.38   (f) ADJ UNCH    2 0
 NM0312
 NM0312.Superseded values are not recommended for survey control.
 NM0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0312.See file dsdata.txt to determine how the superseded data were derived.
 NM0312
 NM0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM268635(NAD 83)
 NM0312_MARKER: DR = REFERENCE MARK DISK
 NM0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0312_STAMPING: T 141 RESET 1948
 NM0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0312+STABILITY: SURFACE MOTION
 NM0312
 NM0312  HISTORY     - Date     Condition        Report By
 NM0312  HISTORY     - 1948     MONUMENTED       CGS
 NM0312
 NM0312                          STATION DESCRIPTION
 NM0312
 NM0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0312'9.4 MI SW FROM WHITING.
 NM0312'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0312'FROM THE STATION AT WHITING, THENCE 5.3 MILES WEST ALONG A
 NM0312'DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE 1.25
 NM0312'MILES WEST ALONG A DIRT ROAD, 201.0 FEET NORTH OF THE CENTER
 NM0312'LINE OF THE ROAD, 102.5 FEET EAST OF THE NORTHEAST CORNER OF A
 NM0312'FARMHOUSE, 42.0 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 NM0312'ROAD, 18.5 FEET EAST OF A 36-INCH ELM TREE, 1.4 FEET WEST OF A
 NM0312'FENCE, 1.4 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 NM0312'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0245 ***********************************************************************
 NM0245  DESIGNATION -  T 142
 NM0245  PID         -  NM0245
 NM0245  STATE/COUNTY-  IA/WOODBURY
 NM0245  USGS QUAD   -  SALIX (1976)
 NM0245
 NM0245                         *CURRENT SURVEY CONTROL
 NM0245  ___________________________________________________________________
 NM0245* NAD 83(1986)-  42 18 03.     (N)    096 20 54.     (W)     SCALED    
 NM0245* NAVD 88     -       329.218  (meters)    1080.11   (feet)  ADJUSTED  
 NM0245  ___________________________________________________________________
 NM0245  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 NM0245  DYNAMIC HT  -         329.111 (meters)    1079.76  (feet)  COMP
 NM0245  MODELED GRAV-     980,288.1   (mgal)                       NAVD 88
 NM0245
 NM0245  VERT ORDER  -  SECOND    CLASS 0
 NM0245
 NM0245.The horizontal coordinates were scaled from a topographic map and have
 NM0245.an estimated accuracy of +/- 6 seconds.
 NM0245
 NM0245.The orthometric height was determined by differential leveling
 NM0245.and adjusted by the National Geodetic Survey in June 1991..
 NM0245
 NM0245.The geoid height was determined by GEOID03.
 NM0245
 NM0245.The dynamic height is computed by dividing the NAVD 88
 NM0245.geopotential number by the normal gravity value computed on the
 NM0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0245.degrees latitude (g = 980.6199 gals.).
 NM0245
 NM0245.The modeled gravity was interpolated from observed gravity values.
 NM0245
 NM0245;                    North         East    Units  Estimated Accuracy
 NM0245;SPC IA N     - 1,092,910.    1,265,180.      MT  (+/- 180 meters Scaled)
 NM0245
 NM0245                          SUPERSEDED SURVEY CONTROL
 NM0245
 NM0245  NGVD 29 (??/??/92)  329.064  (m)         1079.60   (f) ADJ UNCH    2 0
 NM0245
 NM0245.Superseded values are not recommended for survey control.
 NM0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0245.See file dsdata.txt to determine how the superseded data were derived.
 NM0245
 NM0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM185865(NAD 83)
 NM0245_MARKER: DB = BENCH MARK DISK
 NM0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0245_STAMPING: T 142 1948
 NM0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0245+STABILITY: SURFACE MOTION
 NM0245
 NM0245  HISTORY     - Date     Condition        Report By
 NM0245  HISTORY     - 1948     MONUMENTED       CGS
 NM0245  HISTORY     - 1949     GOOD             NGS
 NM0245
 NM0245                          STATION DESCRIPTION
 NM0245
 NM0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0245'4.1 MI W FROM SALIX.
 NM0245'0.6 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NM0245'THE STATION AT SALIX, THENCE 3.5 MILES WEST ALONG A GRAVEL ROAD,
 NM0245'ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING NORTH AND EAST,
 NM0245'29.0 FEET SOUTH OF A POINT ON THE PROJECTED CENTER LINE OF THE
 NM0245'EAST TANGENT, 11.0 FEET WEST OF A POINT ON THE PROJECTED CENTER
 NM0245'LINE OF THE NORTH TANGENT, 19.0 FEET WEST OF THE CENTER LINE OF A
 NM0245'PRIVATE ROAD, 4.5 FEET NORTH OF A FENCE, 1.4 FEET EAST OF A
 NM0245'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 NM0245'FOOT ABOVE THE GROUND.
 NM0245
 NM0245                          STATION RECOVERY (1949)
 NM0245
 NM0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0275 ***********************************************************************
 NM0275  DESIGNATION -  T 143
 NM0275  PID         -  NM0275
 NM0275  STATE/COUNTY-  IA/MONONA
 NM0275  USGS QUAD   -  ALBATON (1969)
 NM0275
 NM0275                         *CURRENT SURVEY CONTROL
 NM0275  ___________________________________________________________________
 NM0275* NAD 83(1986)-  42 11 59.     (N)    096 19 46.     (W)     SCALED    
 NM0275* NAVD 88     -       323.882  (meters)    1062.60   (feet)  ADJUSTED  
 NM0275  ___________________________________________________________________
 NM0275  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 NM0275  DYNAMIC HT  -         323.773 (meters)    1062.25  (feet)  COMP
 NM0275  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 NM0275
 NM0275  VERT ORDER  -  SECOND    CLASS 0
 NM0275
 NM0275.The horizontal coordinates were scaled from a topographic map and have
 NM0275.an estimated accuracy of +/- 6 seconds.
 NM0275
 NM0275.The orthometric height was determined by differential leveling
 NM0275.and adjusted by the National Geodetic Survey in June 1991..
 NM0275
 NM0275.The geoid height was determined by GEOID03.
 NM0275
 NM0275.The dynamic height is computed by dividing the NAVD 88
 NM0275.geopotential number by the normal gravity value computed on the
 NM0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0275.degrees latitude (g = 980.6199 gals.).
 NM0275
 NM0275.The modeled gravity was interpolated from observed gravity values.
 NM0275
 NM0275;                    North         East    Units  Estimated Accuracy
 NM0275;SPC IA N     - 1,081,630.    1,266,360.      MT  (+/- 180 meters Scaled)
 NM0275
 NM0275                          SUPERSEDED SURVEY CONTROL
 NM0275
 NM0275  NGVD 29 (??/??/92)  323.734  (m)         1062.12   (f) ADJ UNCH    2 0
 NM0275
 NM0275.Superseded values are not recommended for survey control.
 NM0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0275.See file dsdata.txt to determine how the superseded data were derived.
 NM0275
 NM0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM204754(NAD 83)
 NM0275_MARKER: DB = BENCH MARK DISK
 NM0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0275_STAMPING: T 143 1948
 NM0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0275+STABILITY: SURFACE MOTION
 NM0275
 NM0275  HISTORY     - Date     Condition        Report By
 NM0275  HISTORY     - 1948     MONUMENTED       CGS
 NM0275  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0275
 NM0275                          STATION DESCRIPTION
 NM0275
 NM0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0275'3.1 MI NW FROM ALBATON.
 NM0275'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0275'AT ALBATON, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.0
 NM0275'MILE NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A DIRT
 NM0275'ROAD, AT A T-ROAD, JUST SOUTH OF A IMPASSABLE WOODEN BRIDGE,
 NM0275'37.0 FEET NORTH OF A POINT ON THE PROJECTED CENTER LINE OF THE
 NM0275'ROAD LEADING EAST, 23.0 FEET WEST OF THE CENTER LINE OF THE
 NM0275'NORTH-SOUTH ROAD, 8.0 FEET EAST OF A POINT ON A FENCE LINE, 1.5
 NM0275'FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM0275'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- OWNER OF
 NM0275'PROPERTY STATES THAT A ROAD GRADER HAS MOVED IT SEVERAL FT WHEN
 NM0275'THE ROAD WAS WIDENED.
 NM0275
 NM0275                          STATION RECOVERY (1969)
 NM0275
 NM0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0201 ***********************************************************************
 MK0201  DESIGNATION -  T 145
 MK0201  PID         -  MK0201
 MK0201  STATE/COUNTY-  IA/MONONA
 MK0201  USGS QUAD   -  BLENCOE (1970)
 MK0201
 MK0201                         *CURRENT SURVEY CONTROL
 MK0201  ___________________________________________________________________
 MK0201* NAD 83(1986)-  41 57 02.     (N)    096 05 55.     (W)     SCALED    
 MK0201* NAVD 88     -       317.688  (meters)    1042.28   (feet)  ADJUSTED  
 MK0201  ___________________________________________________________________
 MK0201  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 MK0201  DYNAMIC HT  -         317.571 (meters)    1041.90  (feet)  COMP
 MK0201  MODELED GRAV-     980,243.3   (mgal)                       NAVD 88
 MK0201
 MK0201  VERT ORDER  -  SECOND    CLASS 0
 MK0201
 MK0201.The horizontal coordinates were scaled from a topographic map and have
 MK0201.an estimated accuracy of +/- 6 seconds.
 MK0201
 MK0201.The orthometric height was determined by differential leveling
 MK0201.and adjusted by the National Geodetic Survey in June 1991..
 MK0201
 MK0201.The geoid height was determined by GEOID03.
 MK0201
 MK0201.The dynamic height is computed by dividing the NAVD 88
 MK0201.geopotential number by the normal gravity value computed on the
 MK0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0201.degrees latitude (g = 980.6199 gals.).
 MK0201
 MK0201.The modeled gravity was interpolated from observed gravity values.
 MK0201
 MK0201;                    North         East    Units  Estimated Accuracy
 MK0201;SPC IA N     - 1,053,360.    1,284,570.      MT  (+/- 180 meters Scaled)
 MK0201
 MK0201                          SUPERSEDED SURVEY CONTROL
 MK0201
 MK0201  NGVD 29 (??/??/92)  317.555  (m)         1041.85   (f) ADJ UNCH    2 0
 MK0201
 MK0201.Superseded values are not recommended for survey control.
 MK0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0201.See file dsdata.txt to determine how the superseded data were derived.
 MK0201
 MK0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM404483(NAD 83)
 MK0201_MARKER: DB = BENCH MARK DISK
 MK0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0201_STAMPING: T 145 1948
 MK0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0201+STABILITY: SURFACE MOTION
 MK0201
 MK0201  HISTORY     - Date     Condition        Report By
 MK0201  HISTORY     - 1948     MONUMENTED       CGS
 MK0201  HISTORY     - 1974     GOOD             LOCSUR
 MK0201  HISTORY     - 1981     GOOD             LOCENG
 MK0201
 MK0201                          STATION DESCRIPTION
 MK0201
 MK0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0201'2 MI NW FROM BLENCOE.
 MK0201'0.5 MILE WEST ALONG A DIRT ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 MK0201'NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.5 MILES
 MK0201'NORTH ALONG A GRAVEL ROAD, AT A ROAD CROSSING, 83.4 FEET
 MK0201'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 29.0 FEET
 MK0201'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST, 28.0
 MK0201'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 18.0 FEET
 MK0201'EAST OF A LARGE FORKED COTTONWOOD TREE, 2.1 FEET NORTH OF A
 MK0201'POWER LINE POLE, 1.2 FEET SOUTH OF A REFERENCE POST, SET IN THE
 MK0201'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MK0201
 MK0201                          STATION RECOVERY (1974)
 MK0201
 MK0201'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0201'RECOVERED IN GOOD CONDITION.
 MK0201
 MK0201                          STATION RECOVERY (1981)
 MK0201
 MK0201'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MK0201'0.5 MILES WEST ALONG A PAVED ROAD FROM THE INTERSECTION OF COUNTY
 MK0201'K-45 AND T MAIN STREET AT BLENCOE, THENCE NORTH 1.5 MILES ALONG A
 MK0201'GRAVEL ROAD, 29 SOUTH OF A FIELD ENTRANCE LEADING WEST, 28 FEET WEST
 MK0201'OF THE CENTER LINE OF THE NORTH SOUTH ROAD, 1.5 FEET NORTH OF A POWER
 MK0201'POLE, 1.2 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MK0201'POST 0.4 FOOT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0363 ***********************************************************************
 MJ0363  DESIGNATION -  T 146 RESET
 MJ0363  PID         -  MJ0363
 MJ0363  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0363  USGS QUAD   -  AVOCA (1994)
 MJ0363
 MJ0363                         *CURRENT SURVEY CONTROL
 MJ0363  ___________________________________________________________________
 MJ0363* NAD 83(1986)-  41 29 52.     (N)    095 21 47.     (W)     SCALED    
 MJ0363* NAVD 88     -       353.15   (meters)    1158.6    (feet)  RESET     
 MJ0363  ___________________________________________________________________
 MJ0363  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 MJ0363
 MJ0363  VERT ORDER  -  THIRD
 MJ0363
 MJ0363.The horizontal coordinates were scaled from a topographic map and have
 MJ0363.an estimated accuracy of +/- 6 seconds.
 MJ0363
 MJ0363.The orthometric height was computed from unverified reset data.
 MJ0363
 MJ0363.The geoid height was determined by GEOID03.
 MJ0363
 MJ0363;                    North         East    Units  Estimated Accuracy
 MJ0363;SPC IA S     -   167,990.      344,460.      MT  (+/- 180 meters Scaled)
 MJ0363
 MJ0363                          SUPERSEDED SURVEY CONTROL
 MJ0363
 MJ0363  NGVD 29 (??/??/??)  353.05   (m)         1158.3    (f) RESET       3  
 MJ0363
 MJ0363.Superseded values are not recommended for survey control.
 MJ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0363.See file dsdata.txt to determine how the superseded data were derived.
 MJ0363
 MJ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF027967(NAD 83)
 MJ0363_MARKER: DB = BENCH MARK DISK
 MJ0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0363_SP_SET: CULVERT
 MJ0363_STAMPING: T 146 RESET 1964
 MJ0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0363
 MJ0363  HISTORY     - Date     Condition        Report By
 MJ0363  HISTORY     - 1964     MONUMENTED       CGS
 MJ0363
 MJ0363                          STATION DESCRIPTION
 MJ0363
 MJ0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MJ0363'2.2 MI NW FROM AVOCA.
 MJ0363'2.2 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0363'RAILROAD FROM THE STATION AT AVOCA, AT A PUBLIC ROAD CROSSING,
 MJ0363'ABOUT 100 YARDS NORTH OF THE CENTER OF INTERSTATE HIGHWAY 80
 MJ0363'OVERPASS, 44 FEET SOUTHEAST OF A STEEL POST RR CROSSING SIGN,
 MJ0363'39 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST GRAVEL ROAD, 16
 MJ0363'FEET SOUTH OF THE CENTER OF RAILROAD BRIDGE 88, 9 FEET EAST
 MJ0363'OF THE EAST RAIL OF RAILROAD TRACK.  A STANDARD DISK, STAMPED
 MJ0363'T 146 RESET 1964 AND SET IN A DRILLHOLE IN A 7-FOOT CONCRETE
 MJ0363'HEADWALL FOR A CULVERT UNDER THE RAILROAD.  THE ELEVATION FOR
 MJ0363'THIS MARK IS 1158.296 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0315 ***********************************************************************
 LF0315  DESIGNATION -  T 147
 LF0315  PID         -  LF0315
 LF0315  STATE/COUNTY-  IA/MILLS
 LF0315  USGS QUAD   -  IMOGENE (1978)
 LF0315
 LF0315                         *CURRENT SURVEY CONTROL
 LF0315  ___________________________________________________________________
 LF0315* NAD 83(1986)-  40 59 13.     (N)    095 29 58.     (W)     SCALED    
 LF0315* NAVD 88     -       342.288  (meters)    1122.99   (feet)  ADJUSTED  
 LF0315  ___________________________________________________________________
 LF0315  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 LF0315  DYNAMIC HT  -         342.132 (meters)    1122.48  (feet)  COMP
 LF0315  MODELED GRAV-     980,157.5   (mgal)                       NAVD 88
 LF0315
 LF0315  VERT ORDER  -  SECOND    CLASS 0
 LF0315
 LF0315.The horizontal coordinates were scaled from a topographic map and have
 LF0315.an estimated accuracy of +/- 6 seconds.
 LF0315
 LF0315.The orthometric height was determined by differential leveling
 LF0315.and adjusted by the National Geodetic Survey in June 1991..
 LF0315
 LF0315.The geoid height was determined by GEOID03.
 LF0315
 LF0315.The dynamic height is computed by dividing the NAVD 88
 LF0315.geopotential number by the normal gravity value computed on the
 LF0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0315.degrees latitude (g = 980.6199 gals.).
 LF0315
 LF0315.The modeled gravity was interpolated from observed gravity values.
 LF0315
 LF0315;                    North         East    Units  Estimated Accuracy
 LF0315;SPC IA S     -   111,530.      331,770.      MT  (+/- 180 meters Scaled)
 LF0315
 LF0315                          SUPERSEDED SURVEY CONTROL
 LF0315
 LF0315  NGVD 29 (??/??/92)  342.202  (m)         1122.71   (f) ADJ UNCH    2 0
 LF0315
 LF0315.Superseded values are not recommended for survey control.
 LF0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0315.See file dsdata.txt to determine how the superseded data were derived.
 LF0315
 LF0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF897403(NAD 83)
 LF0315_MARKER: DB = BENCH MARK DISK
 LF0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0315_STAMPING: T 147 1949
 LF0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0315+STABILITY: SURFACE MOTION
 LF0315
 LF0315  HISTORY     - Date     Condition        Report By
 LF0315  HISTORY     - 1949     MONUMENTED       CGS
 LF0315  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0315
 LF0315                          STATION DESCRIPTION
 LF0315
 LF0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0315'2.4 MI S FROM HASTING.
 LF0315'2.45 MILES SOUTH ALONG COUNTY ROAD U FROM THE POST OFFICE AT
 LF0315'HASTINGS, 2.95 MILES NORTH ALONG COUNTY ROAD U FROM THE STRAHAN
 LF0315'CONSOLIDATED SCHOOL AT STRAHAN, IN THE NORTHEAST QUARTER OF A
 LF0315'PUBLIC ROAD CROSSING, ON THE SOUTH SLOPE OF A HILL, 53.0 FEET
 LF0315'NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 28.0 FEET
 LF0315'EAST OF THE CENTER LINE OF THE MAIN ROAD, 7.5 FEET SOUTH OF A
 LF0315'TELEPHONE POLE, 1.0 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE,
 LF0315'1.8 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 LF0315'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LF0315
 LF0315                          STATION RECOVERY (1976)
 LF0315
 LF0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0520 ***********************************************************************
 MJ0520  DESIGNATION -  T 148 RESET
 MJ0520  PID         -  MJ0520
 MJ0520  STATE/COUNTY-  IA/MONTGOMERY
 MJ0520  USGS QUAD   -  CARSON NE (1978)
 MJ0520
 MJ0520                         *CURRENT SURVEY CONTROL
 MJ0520  ___________________________________________________________________
 MJ0520* NAD 83(1986)-  41 08 44.     (N)    095 16 09.     (W)     SCALED    
 MJ0520* NAVD 88     -       379.76   (meters)    1245.9    (feet)  RESET     
 MJ0520  ___________________________________________________________________
 MJ0520  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 MJ0520
 MJ0520  VERT ORDER  -  THIRD
 MJ0520
 MJ0520.The horizontal coordinates were scaled from a topographic map and have
 MJ0520.an estimated accuracy of +/- 6 seconds.
 MJ0520
 MJ0520.The orthometric height was computed from unverified reset data.
 MJ0520
 MJ0520.The geoid height was determined by GEOID03.
 MJ0520
 MJ0520;                    North         East    Units  Estimated Accuracy
 MJ0520;SPC IA S     -   128,720.      351,500.      MT  (+/- 180 meters Scaled)
 MJ0520
 MJ0520                          SUPERSEDED SURVEY CONTROL
 MJ0520
 MJ0520  NGVD 29 (??/??/??)  379.69   (m)         1245.7    (f) RESET       3  
 MJ0520
 MJ0520.Superseded values are not recommended for survey control.
 MJ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0520.See file dsdata.txt to determine how the superseded data were derived.
 MJ0520
 MJ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF095573(NAD 83)
 MJ0520_MARKER: DB = BENCH MARK DISK
 MJ0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0520+STABILITY: SURFACE MOTION
 MJ0520
 MJ0520  HISTORY     - Date     Condition        Report By
 MJ0520  HISTORY     - 1970     MONUMENTED       CGS
 MJ0520  HISTORY     - 1970     GOOD             NGS
 MJ0520
 MJ0520                          STATION DESCRIPTION
 MJ0520
 MJ0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0520'6 MI SW FROM ELLIOTT.
 MJ0520'ABOUT 0.3 MILE SOUTH ALONG A GRAVELED ROAD FROM THE WATER TOWER
 MJ0520'AT ELLIOTT, THENCE 3.7 MILES WEST ALONG STATE HIGHWAY 48, THENCE
 MJ0520'2.0 MILES WEST ALONG COUNTY ROAD A, 204 FEET EAST-NORTHEAST OF
 MJ0520'A ROAD CROSSING, 100 FEET NORTH OF THE CENTER OF AN EAST-WEST
 MJ0520'ROAD, 40 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF MR. GORDON
 MJ0520'BASS FARMHOUSE, 34 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 MJ0520'METAL BUILDING, 1 FOOT SOUTH OF A POWERLINE POLE, 15.5 FEET
 MJ0520'NORTHWEST OF THE CENTER OF A CONCRETE CISTERN, AND SET IN THE TOP
 MJ0520'OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 MJ0520'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0508 ***********************************************************************
 MJ0508  DESIGNATION -  T 149
 MJ0508  PID         -  MJ0508
 MJ0508  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0508  USGS QUAD   -  AVOCA (1994)
 MJ0508
 MJ0508                         *CURRENT SURVEY CONTROL
 MJ0508  ___________________________________________________________________
 MJ0508* NAD 83(1986)-  41 23 24.     (N)    095 21 35.     (W)     SCALED    
 MJ0508* NAVD 88     -       342.588  (meters)    1123.97   (feet)  ADJUSTED  
 MJ0508  ___________________________________________________________________
 MJ0508  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 MJ0508  DYNAMIC HT  -         342.452 (meters)    1123.53  (feet)  COMP
 MJ0508  MODELED GRAV-     980,216.5   (mgal)                       NAVD 88
 MJ0508
 MJ0508  VERT ORDER  -  SECOND    CLASS 0
 MJ0508
 MJ0508.The horizontal coordinates were scaled from a topographic map and have
 MJ0508.an estimated accuracy of +/- 6 seconds.
 MJ0508
 MJ0508.The orthometric height was determined by differential leveling
 MJ0508.and adjusted by the National Geodetic Survey in June 1991..
 MJ0508
 MJ0508.The geoid height was determined by GEOID03.
 MJ0508
 MJ0508.The dynamic height is computed by dividing the NAVD 88
 MJ0508.geopotential number by the normal gravity value computed on the
 MJ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0508.degrees latitude (g = 980.6199 gals.).
 MJ0508
 MJ0508.The modeled gravity was interpolated from observed gravity values.
 MJ0508
 MJ0508;                    North         East    Units  Estimated Accuracy
 MJ0508;SPC IA S     -   156,020.      344,480.      MT  (+/- 180 meters Scaled)
 MJ0508
 MJ0508                          SUPERSEDED SURVEY CONTROL
 MJ0508
 MJ0508  NGVD 29 (??/??/92)  342.501  (m)         1123.69   (f) ADJ UNCH    2 0
 MJ0508
 MJ0508.Superseded values are not recommended for survey control.
 MJ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0508.See file dsdata.txt to determine how the superseded data were derived.
 MJ0508
 MJ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF027847(NAD 83)
 MJ0508_MARKER: DB = BENCH MARK DISK
 MJ0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0508_STAMPING: T 149 1949
 MJ0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0508+STABILITY: SURFACE MOTION
 MJ0508
 MJ0508  HISTORY     - Date     Condition        Report By
 MJ0508  HISTORY     - 1949     MONUMENTED       CGS
 MJ0508
 MJ0508                          STATION DESCRIPTION
 MJ0508
 MJ0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0508'AT HANCOCK.
 MJ0508'AT HANCOCK, ALONG U.S. HIGHWAY NO. 59, 5.3 FEET WEST OF THE
 MJ0508'CORNER FENCE POST AT THE SOUTHWEST CORNER OF THE HANCOCK SCHOOL
 MJ0508'PLAYGROUND, 34.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MJ0508'25.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH DIRT STREET,
 MJ0508'0.6 FOOT NORTH OF THE NORTH EDGE OF AN EAST-WEST SIDEWALK, 0.5
 MJ0508'FOOT WEST OF THE WEST EDGE OF A NORTH-SOUTH SIDEWALK, SET IN THE
 MJ0508'TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0018 ***********************************************************************
 NM0018  DESIGNATION -  T 15
 NM0018  PID         -  NM0018
 NM0018  STATE/COUNTY-  IA/PLYMOUTH
 NM0018  USGS QUAD   -  LE MARS (1985)
 NM0018
 NM0018                         *CURRENT SURVEY CONTROL
 NM0018  ___________________________________________________________________
 NM0018* NAD 83(1986)-  42 49 57.     (N)    096 09 19.     (W)     SCALED    
 NM0018* NAVD 88     -       371.895  (meters)    1220.13   (feet)  ADJUSTED  
 NM0018  ___________________________________________________________________
 NM0018  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 NM0018  DYNAMIC HT  -         371.788 (meters)    1219.77  (feet)  COMP
 NM0018  MODELED GRAV-     980,321.9   (mgal)                       NAVD 88
 NM0018
 NM0018  VERT ORDER  -  SECOND    CLASS 0
 NM0018
 NM0018.The horizontal coordinates were scaled from a topographic map and have
 NM0018.an estimated accuracy of +/- 6 seconds.
 NM0018
 NM0018.The orthometric height was determined by differential leveling
 NM0018.and adjusted by the National Geodetic Survey in June 1991..
 NM0018
 NM0018.The geoid height was determined by GEOID03.
 NM0018
 NM0018.The dynamic height is computed by dividing the NAVD 88
 NM0018.geopotential number by the normal gravity value computed on the
 NM0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0018.degrees latitude (g = 980.6199 gals.).
 NM0018
 NM0018.The modeled gravity was interpolated from observed gravity values.
 NM0018
 NM0018;                    North         East    Units  Estimated Accuracy
 NM0018;SPC IA N     - 1,151,420.    1,282,950.      MT  (+/- 180 meters Scaled)
 NM0018
 NM0018                          SUPERSEDED SURVEY CONTROL
 NM0018
 NM0018  NGVD 29 (??/??/92)  371.705  (m)         1219.50   (f) ADJ UNCH    2 0
 NM0018
 NM0018.Superseded values are not recommended for survey control.
 NM0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0018.See file dsdata.txt to determine how the superseded data were derived.
 NM0018
 NM0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN325461(NAD 83)
 NM0018_MARKER: DB = BENCH MARK DISK
 NM0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0018_SP_SET: BRIDGE
 NM0018_STAMPING: T 15 1934
 NM0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0018
 NM0018  HISTORY     - Date     Condition        Report By
 NM0018  HISTORY     - 1934     MONUMENTED       CGS
 NM0018
 NM0018                          STATION DESCRIPTION
 NM0018
 NM0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0018'3.8 MI N FROM LE MARS.
 NM0018'3.8 MILES NORTH ALONG THE SOO LINE RAILROAD, FORMERLY (C.ST.P.M
 NM0018'AND O RY) FROM THE STATION AT LE MARS, AT STEEL BRIDGE 797, IN
 NM0018'THE CONCRETE HEADWALL, 6.9 FEET WEST OF THE WEST RAIL, 2 FEET
 NM0018'NORTHWEST OF THE END OF THE WEST GIRDER, AND 0.8 INCH EAST OF THE
 NM0018'END OF THE CONCRETE.  A STANDARD DISK, STAMPED T 15 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0955 ***********************************************************************
 MJ0955  CBN         -  This is a Cooperative Base Network Control Station.
 MJ0955  DESIGNATION -  T 150
 MJ0955  PID         -  MJ0955
 MJ0955  STATE/COUNTY-  IA/SHELBY
 MJ0955  USGS QUAD   -  PORTSMOUTH (1978)
 MJ0955
 MJ0955                         *CURRENT SURVEY CONTROL
 MJ0955  ___________________________________________________________________
 MJ0955* NAD 83(1996)-  41 37 51.51610(N)    095 31 34.52156(W)     ADJUSTED  
 MJ0955* NAVD 88     -       361.529  (meters)    1186.12   (feet)  ADJUSTED  
 MJ0955  ___________________________________________________________________
 MJ0955  X           -    -459,800.564 (meters)                     COMP
 MJ0955  Y           -  -4,752,383.451 (meters)                     COMP
 MJ0955  Z           -   4,215,276.911 (meters)                     COMP
 MJ0955  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 MJ0955  ELLIP HEIGHT-         332.20  (meters)          (07/28/03) GPS OBS
 MJ0955  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 MJ0955  DYNAMIC HT  -         361.358 (meters)    1185.56  (feet)  COMP
 MJ0955  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 MJ0955
 MJ0955  HORZ ORDER  -  B
 MJ0955  VERT ORDER  -  SECOND    CLASS 0
 MJ0955  ELLP ORDER  -  FOURTH    CLASS I
 MJ0955
 MJ0955.The horizontal coordinates were established by GPS observations
 MJ0955.and adjusted by the National Geodetic Survey in August 1997..
 MJ0955
 MJ0955.The orthometric height was determined by differential leveling
 MJ0955.and adjusted by the National Geodetic Survey in June 1991..
 MJ0955.WARNING-GPS observations at this control monument resulted in a GPS
 MJ0955.derived orthometric height which differed from the leveled height by
 MJ0955.more than one decimeter (0.1 meter).
 MJ0955
 MJ0955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ0955
 MJ0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0955
 MJ0955.The ellipsoidal height was determined by GPS observations
 MJ0955.and is referenced to NAD 83.
 MJ0955
 MJ0955.The geoid height was determined by GEOID03.
 MJ0955
 MJ0955.The dynamic height is computed by dividing the NAVD 88
 MJ0955.geopotential number by the normal gravity value computed on the
 MJ0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0955.degrees latitude (g = 980.6199 gals.).
 MJ0955
 MJ0955.The modeled gravity was interpolated from observed gravity values.
 MJ0955
 MJ0955;                    North         East     Units Scale Factor Converg.
 MJ0955;SPC IA S     -   183,087.773   331,175.950   MT  0.99997650   -1 20 04.9
 MJ0955;UTM  15      - 4,611,888.277   289,568.932   MT  1.00014495   -1 40 44.0
 MJ0955
 MJ0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0955!SPC IA S     -   0.99994790  x   0.99997650  =   0.99992440
 MJ0955!UTM  15      -   0.99994790  x   1.00014495  =   1.00009284
 MJ0955
 MJ0955                          SUPERSEDED SURVEY CONTROL
 MJ0955
 MJ0955  ELLIP H (08/25/97)  332.23   (m)                       GP(       ) 4 1
 MJ0955  NGVD 29 (??/??/92)  361.405  (m)         1185.71   (f) ADJ UNCH    2 0
 MJ0955
 MJ0955.Superseded values are not recommended for survey control.
 MJ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0955.See file dsdata.txt to determine how the superseded data were derived.
 MJ0955
 MJ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG8956911888(NAD 83)
 MJ0955_MARKER: DB = BENCH MARK DISK
 MJ0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0955_STAMPING: T 150 1949
 MJ0955_MARK LOGO: CGS   
 MJ0955_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0955+STABILITY: SURFACE MOTION
 MJ0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0955+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 MJ0955
 MJ0955  HISTORY     - Date     Condition        Report By
 MJ0955  HISTORY     - 1949     MONUMENTED       CGS
 MJ0955  HISTORY     - 19960404 GOOD             IADT
 MJ0955  HISTORY     - 20030205 GOOD             IADT
 MJ0955
 MJ0955                          STATION DESCRIPTION
 MJ0955
 MJ0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0955'1.3 MI SW FROM PORTSMOUTH.
 MJ0955'1.3 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0955'PACIFIC RAILROAD FROM THE STATION AT PORTSMOUTH, AT A PUBLIC ROAD
 MJ0955'CROSSING, 66.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 46.1
 MJ0955'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 8.0 FEET
 MJ0955'NORTHEAST OF A POLE, 1.1 FEET NORTHEWST OF A FENCE, 1.5 FEET
 MJ0955'NORTHEAST OF A REFERENCE POST, 36.2 FEET SOUTHWEST OF A CORNER FENCE
 MJ0955'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MJ0955'THE GROUND.
 MJ0955
 MJ0955                          STATION RECOVERY (1996)
 MJ0955
 MJ0955'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996
 MJ0955'RECOVERED IN 1996 BY THE IOWA DEPARTMENT OF TRANSPORTATION.TO REACH
 MJ0955'THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 44 AND STATE
 MJ0955'HIGHWAY 191 IN THE TOWN OF PORTSMOUTH, GO SOUTHWESTERLY ON STATE
 MJ0955'HIGHWAY 191 FOR 1.1 MI (1.8 KM) TO A CROSSROAD, 900TH ST., AND THE
 MJ0955'STATION ON THE LEFT.  IT IS EAST OF STATE HWY 191 AND EAST OF THE
 MJ0955'RAILROAD AND SOUTH OF THE CROSSROAD.  THE STATION IS 46.1FT SOUTHEAST
 MJ0955'OF THE SOUTHEAST RAIL OF THE TRACK, 1.1FT NORTHWEST OF A FENCE, 36.2FT
 MJ0955'SOUTHWEST OF A CORNER FENCEPOST, AND SET IN THE TOP OF A CONCRETE POST
 MJ0955'PROJECTING 0.4FT ABOVE THE GROUND.  A PINK STATE HARN SURVEY SIGN WAS
 MJ0955'SET 1.0 M (3.3 FT) NORTHEAST OF THE STATION.
 MJ0955
 MJ0955                          STATION RECOVERY (2003)
 MJ0955
 MJ0955'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (DMO)
 MJ0955'RECOVERED AS DESCRIBED.
 MJ0955'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0301 ***********************************************************************
 MJ0301  DESIGNATION -  T 151
 MJ0301  PID         -  MJ0301
 MJ0301  STATE/COUNTY-  IA/CRAWFORD
 MJ0301  USGS QUAD   -  MANILLA (1978)
 MJ0301
 MJ0301                         *CURRENT SURVEY CONTROL
 MJ0301  ___________________________________________________________________
 MJ0301* NAD 83(1986)-  41 53 56.     (N)    095 07 55.     (W)     SCALED    
 MJ0301* NAVD 88     -       432.478  (meters)    1418.89   (feet)  ADJUSTED  
 MJ0301  ___________________________________________________________________
 MJ0301  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 MJ0301  DYNAMIC HT  -         432.278 (meters)    1418.23  (feet)  COMP
 MJ0301  MODELED GRAV-     980,146.9   (mgal)                       NAVD 88
 MJ0301
 MJ0301  VERT ORDER  -  SECOND    CLASS 0
 MJ0301
 MJ0301.The horizontal coordinates were scaled from a topographic map and have
 MJ0301.an estimated accuracy of +/- 6 seconds.
 MJ0301
 MJ0301.The orthometric height was determined by differential leveling
 MJ0301.and adjusted by the National Geodetic Survey in June 1991..
 MJ0301
 MJ0301.The geoid height was determined by GEOID03.
 MJ0301
 MJ0301.The dynamic height is computed by dividing the NAVD 88
 MJ0301.geopotential number by the normal gravity value computed on the
 MJ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0301.degrees latitude (g = 980.6199 gals.).
 MJ0301
 MJ0301.The modeled gravity was interpolated from observed gravity values.
 MJ0301
 MJ0301;                    North         East    Units  Estimated Accuracy
 MJ0301;SPC IA N     - 1,045,620.    1,364,580.      MT  (+/- 180 meters Scaled)
 MJ0301
 MJ0301                          SUPERSEDED SURVEY CONTROL
 MJ0301
 MJ0301  NGVD 29 (??/??/92)  432.340  (m)         1418.44   (f) ADJ UNCH    2 0
 MJ0301
 MJ0301.Superseded values are not recommended for survey control.
 MJ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0301.See file dsdata.txt to determine how the superseded data were derived.
 MJ0301
 MJ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG231407(NAD 83)
 MJ0301_MARKER: DB = BENCH MARK DISK
 MJ0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0301_STAMPING: T 151 1949
 MJ0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0301+STABILITY: SURFACE MOTION
 MJ0301
 MJ0301  HISTORY     - Date     Condition        Report By
 MJ0301  HISTORY     - 1949     MONUMENTED       CGS
 MJ0301  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0301
 MJ0301                          STATION DESCRIPTION
 MJ0301
 MJ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0301'1.1 MI SE FROM ASPINWALL.
 MJ0301'0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0301'RAILROAD FROM THE STATION AT ASPINWALL, THENCE 0.9 MILE SOUTH
 MJ0301'ALONG A SECTION LINE ROAD, ABOUT MIDWAY BETWEEN TWO CONCRETE
 MJ0301'PIPE CULVERTS, 9.8 FEET SOUTH OF A POINT IN LINE WITH A FENCE
 MJ0301'LEADING WEST, 50.0 FEET SOUTH OF A POWER LINE POLE, 32.0 FEET
 MJ0301'WEST OF THE CENTER LINE OF THE ROAD, 19.0 FEET SOUTH OF THE
 MJ0301'CENTER LINE OF A GATE, 1.0 FOOT EAST OF A FENCE, 1.3 FEET NORTH
 MJ0301'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MJ0301'0.4 FOOT ABOVE THE GROUND.
 MJ0301
 MJ0301                          STATION RECOVERY (1975)
 MJ0301
 MJ0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0393 ***********************************************************************
 NL0393  DESIGNATION -  T 153
 NL0393  PID         -  NL0393
 NL0393  STATE/COUNTY-  IA/MONONA
 NL0393  USGS QUAD   -  SMITHLAND (1969)
 NL0393
 NL0393                         *CURRENT SURVEY CONTROL
 NL0393  ___________________________________________________________________
 NL0393* NAD 83(1986)-  42 10 14.     (N)    095 59 25.     (W)     SCALED    
 NL0393* NAVD 88     -       344.618  (meters)    1130.63   (feet)  ADJUSTED  
 NL0393  ___________________________________________________________________
 NL0393  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 NL0393  DYNAMIC HT  -         344.495 (meters)    1130.23  (feet)  COMP
 NL0393  MODELED GRAV-     980,254.5   (mgal)                       NAVD 88
 NL0393
 NL0393  VERT ORDER  -  SECOND    CLASS 0
 NL0393
 NL0393.The horizontal coordinates were scaled from a topographic map and have
 NL0393.an estimated accuracy of +/- 6 seconds.
 NL0393
 NL0393.The orthometric height was determined by differential leveling
 NL0393.and adjusted by the National Geodetic Survey in June 1991..
 NL0393
 NL0393.The geoid height was determined by GEOID03.
 NL0393
 NL0393.The dynamic height is computed by dividing the NAVD 88
 NL0393.geopotential number by the normal gravity value computed on the
 NL0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0393.degrees latitude (g = 980.6199 gals.).
 NL0393
 NL0393.The modeled gravity was interpolated from observed gravity values.
 NL0393
 NL0393;                    North         East    Units  Estimated Accuracy
 NL0393;SPC IA N     - 1,077,510.    1,294,260.      MT  (+/- 180 meters Scaled)
 NL0393
 NL0393                          SUPERSEDED SURVEY CONTROL
 NL0393
 NL0393  NGVD 29 (??/??/92)  344.473  (m)         1130.16   (f) ADJ UNCH    2 0
 NL0393
 NL0393.Superseded values are not recommended for survey control.
 NL0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0393.See file dsdata.txt to determine how the superseded data were derived.
 NL0393
 NL0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG530730(NAD 83)
 NL0393_MARKER: DB = BENCH MARK DISK
 NL0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0393_STAMPING: T 153 1949
 NL0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0393+STABILITY: SURFACE MOTION
 NL0393
 NL0393  HISTORY     - Date     Condition        Report By
 NL0393  HISTORY     - 1949     MONUMENTED       CGS
 NL0393
 NL0393                          STATION DESCRIPTION
 NL0393
 NL0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0393'3.2 MI SW FROM RODNEY.
 NL0393'3.2 MILES SOUTHWEST ALONG COUNTY ROAD A FROM THE ELEMENTARY
 NL0393'SCHOOL AT RODNEY, AT THE FARM HOME OF MELVIN WOODWARD, 297.0
 NL0393'FEET NORTHEAST OF THE NORTH CORNER OF THE HOUSE, 180 FEET
 NL0393'NORTHWEST OF THE CENTER LINE OF THE ROAD, 26.0 FEET NORTHWEST
 NL0393'OF A 40-INCH COTTONWOOD TREE, 3.0 FEET SOUTHEAST OF A REFERENCE
 NL0393'POST, AND SET IN THE TOP OF A 6-FOOT CONCRETE POST PROJECTING
 NL0393'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0147 ***********************************************************************
 OQ0147  DESIGNATION -  T 154
 OQ0147  PID         -  OQ0147
 OQ0147  STATE/COUNTY-  IA/SIOUX
 OQ0147  USGS QUAD   -  HAWARDEN NORTH (1968)
 OQ0147
 OQ0147                         *CURRENT SURVEY CONTROL
 OQ0147  ___________________________________________________________________
 OQ0147* NAD 83(1986)-  43 01 25.     (N)    096 29 25.     (W)     SCALED    
 OQ0147* NAVD 88     -       360.000  (meters)    1181.10   (feet)  ADJUSTED  
 OQ0147  ___________________________________________________________________
 OQ0147  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 OQ0147  DYNAMIC HT  -         359.902 (meters)    1180.78  (feet)  COMP
 OQ0147  MODELED GRAV-     980,336.8   (mgal)                       NAVD 88
 OQ0147
 OQ0147  VERT ORDER  -  FIRST     CLASS II
 OQ0147
 OQ0147.The horizontal coordinates were scaled from a topographic map and have
 OQ0147.an estimated accuracy of +/- 6 seconds.
 OQ0147
 OQ0147.The orthometric height was determined by differential leveling
 OQ0147.and adjusted by the National Geodetic Survey in June 1991..
 OQ0147
 OQ0147.The geoid height was determined by GEOID03.
 OQ0147
 OQ0147.The dynamic height is computed by dividing the NAVD 88
 OQ0147.geopotential number by the normal gravity value computed on the
 OQ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0147.degrees latitude (g = 980.6199 gals.).
 OQ0147
 OQ0147.The modeled gravity was interpolated from observed gravity values.
 OQ0147
 OQ0147;                    North         East    Units  Estimated Accuracy
 OQ0147;SPC IA N     - 1,173,550.    1,256,320.      MT  (+/- 180 meters Scaled)
 OQ0147
 OQ0147                          SUPERSEDED SURVEY CONTROL
 OQ0147
 OQ0147  NGVD 29 (??/??/92)  359.791  (m)         1180.41   (f) ADJ UNCH    1 2
 OQ0147
 OQ0147.Superseded values are not recommended for survey control.
 OQ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0147.See file dsdata.txt to determine how the superseded data were derived.
 OQ0147
 OQ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN044664(NAD 83)
 OQ0147_MARKER: DB = BENCH MARK DISK
 OQ0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0147_STAMPING: T 154 1949
 OQ0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0147+STABILITY: SURFACE MOTION
 OQ0147
 OQ0147  HISTORY     - Date     Condition        Report By
 OQ0147  HISTORY     - 1949     MONUMENTED       CGS
 OQ0147
 OQ0147                          STATION DESCRIPTION
 OQ0147
 OQ0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0147'2 MI N FROM HAWARDEN.
 OQ0147'2.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0147'PACIFIC RAILROAD FROM THE STATION AT HAWARDEN, 0.3 MILE SOUTH OF
 OQ0147'A CROSSING, OPPOSITE MILE POST 27, 48.0 FEET EAST OF THE EAST
 OQ0147'RAIL, 36.0 FEET NORTH OF A POLE, 39.0 FEET SOUTH OF A POLE, 1.7
 OQ0147'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 OQ0147'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0428 ***********************************************************************
 MH0428  DESIGNATION -  T 155
 MH0428  PID         -  MH0428
 MH0428  STATE/COUNTY-  IA/DALLAS
 MH0428  USGS QUAD   -  COMMERCE (1976)
 MH0428
 MH0428                         *CURRENT SURVEY CONTROL
 MH0428  ___________________________________________________________________
 MH0428* NAD 83(1986)-  41 32 02.     (N)    093 49 34.     (W)     SCALED    
 MH0428* NAVD 88     -       256.684  (meters)     842.14   (feet)  ADJUSTED  
 MH0428  ___________________________________________________________________
 MH0428  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 MH0428  DYNAMIC HT  -         256.574 (meters)     841.78  (feet)  COMP
 MH0428  MODELED GRAV-     980,186.1   (mgal)                       NAVD 88
 MH0428
 MH0428  VERT ORDER  -  FIRST     CLASS II
 MH0428
 MH0428.The horizontal coordinates were scaled from a topographic map and have
 MH0428.an estimated accuracy of +/- 6 seconds.
 MH0428
 MH0428.The orthometric height was determined by differential leveling
 MH0428.and adjusted by the National Geodetic Survey in June 1991..
 MH0428
 MH0428.The geoid height was determined by GEOID03.
 MH0428
 MH0428.The dynamic height is computed by dividing the NAVD 88
 MH0428.geopotential number by the normal gravity value computed on the
 MH0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0428.degrees latitude (g = 980.6199 gals.).
 MH0428
 MH0428.The modeled gravity was interpolated from observed gravity values.
 MH0428
 MH0428;                    North         East    Units  Estimated Accuracy
 MH0428;SPC IA S     -   170,390.      472,790.      MT  (+/- 180 meters Scaled)
 MH0428
 MH0428                          SUPERSEDED SURVEY CONTROL
 MH0428
 MH0428  NGVD 29 (??/??/92)  256.632  (m)          841.97   (f) ADJ UNCH    1 2
 MH0428
 MH0428.Superseded values are not recommended for survey control.
 MH0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0428.See file dsdata.txt to determine how the superseded data were derived.
 MH0428
 MH0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF310983(NAD 83)
 MH0428_MARKER: DB = BENCH MARK DISK
 MH0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0428_SP_SET: BRIDGE ABUTMENT
 MH0428_STAMPING: T 155 1950
 MH0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0428
 MH0428  HISTORY     - Date     Condition        Report By
 MH0428  HISTORY     - 1950     MONUMENTED       CGS
 MH0428
 MH0428                          STATION DESCRIPTION
 MH0428
 MH0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0428'3.4 MI W FROM COMMERCE.
 MH0428'3.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0428'RAILROAD FROM THE STATION SIGN AT COMMERCE, 91 FEET NORTH OF
 MH0428'THE CENTER LINE OF STATE HIGHWAY 90, 5.5 FEET SOUTH OF THE SOUTH
 MH0428'RAIL, 1 FOOT BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF THE
 MH0428'SOUTH END OF THE WEST ABUTMENT OF BRIDGE 369.7.  THIS MARK
 MH0428'IS 1.2 MILES EAST OF BENCH MARK 845 (U.S.G.S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0916 ***********************************************************************
 LF0916  DESIGNATION -  T 157
 LF0916  PID         -  LF0916
 LF0916  STATE/COUNTY-  IA/FREMONT
 LF0916  USGS QUAD   -  RANDOLPH (1957)
 LF0916
 LF0916                         *CURRENT SURVEY CONTROL
 LF0916  ___________________________________________________________________
 LF0916* NAD 83(1986)-  40 48 51.     (N)    095 33 23.     (W)     SCALED    
 LF0916* NAVD 88     -       289.939  (meters)     951.24   (feet)  ADJUSTED  
 LF0916  ___________________________________________________________________
 LF0916  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LF0916  DYNAMIC HT  -         289.787 (meters)     950.74  (feet)  COMP
 LF0916  MODELED GRAV-     980,093.2   (mgal)                       NAVD 88
 LF0916
 LF0916  VERT ORDER  -  SECOND    CLASS 0
 LF0916
 LF0916.The horizontal coordinates were scaled from a topographic map and have
 LF0916.an estimated accuracy of +/- 6 seconds.
 LF0916
 LF0916.The orthometric height was determined by differential leveling
 LF0916.and adjusted by the National Geodetic Survey in June 1991..
 LF0916
 LF0916.The geoid height was determined by GEOID03.
 LF0916
 LF0916.The dynamic height is computed by dividing the NAVD 88
 LF0916.geopotential number by the normal gravity value computed on the
 LF0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0916.degrees latitude (g = 980.6199 gals.).
 LF0916
 LF0916.The modeled gravity was interpolated from observed gravity values.
 LF0916
 LF0916;                    North         East    Units  Estimated Accuracy
 LF0916;SPC IA S     -    92,460.      326,520.      MT  (+/- 180 meters Scaled)
 LF0916
 LF0916                          SUPERSEDED SURVEY CONTROL
 LF0916
 LF0916  NGVD 29 (??/??/92)  289.832  (m)          950.89   (f) ADJ UNCH    2 0
 LF0916
 LF0916.Superseded values are not recommended for survey control.
 LF0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0916.See file dsdata.txt to determine how the superseded data were derived.
 LF0916
 LF0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF843212(NAD 83)
 LF0916_MARKER: DB = BENCH MARK DISK
 LF0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0916_STAMPING: T 157 1949
 LF0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0916+STABILITY: SURFACE MOTION
 LF0916
 LF0916  HISTORY     - Date     Condition        Report By
 LF0916  HISTORY     - 1949     MONUMENTED       CGS
 LF0916  HISTORY     - 1968     MARK NOT FOUND   NGS
 LF0916
 LF0916                          STATION DESCRIPTION
 LF0916
 LF0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0916'4.2 MI S FROM RANDOLPH.
 LF0916'0.2 MILE EAST ALONG STATE HIGHWAY 184 FROM THE SCHOOLHOUSE AT
 LF0916'RANDOLPH, THENCE 3.95 MILES SOUTH ALONG AN OILED ROAD, 57 FEET
 LF0916'EAST OF THE CENTER LINE OF THE ROAD, 25 FEET SOUTH OF THE CENTER
 LF0916'LINE OF A DIRT ROAD LEADING EAST, 12.4 FEET NORTHWEST OF A
 LF0916'POWER POLE, 2.0 FEET SOUTHEAST OF A FENCE CORNER, 2.0 FEET WEST
 LF0916'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF0916'0.4 FOOT ABOVE THE GROUND.
 LF0916
 LF0916                          STATION RECOVERY (1968)
 LF0916
 LF0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LF0916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0332 ***********************************************************************
 NM0332  DESIGNATION -  T 159
 NM0332  PID         -  NM0332
 NM0332  STATE/COUNTY-  IA/MONONA
 NM0332  USGS QUAD   -  ONAWA (1969)
 NM0332
 NM0332                         *CURRENT SURVEY CONTROL
 NM0332  ___________________________________________________________________
 NM0332* NAD 83(1986)-  42 04 47.     (N)    096 01 11.     (W)     SCALED    
 NM0332* NAVD 88     -       319.621  (meters)    1048.62   (feet)  ADJUSTED  
 NM0332  ___________________________________________________________________
 NM0332  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 NM0332  DYNAMIC HT  -         319.504 (meters)    1048.24  (feet)  COMP
 NM0332  MODELED GRAV-     980,245.9   (mgal)                       NAVD 88
 NM0332
 NM0332  VERT ORDER  -  SECOND    CLASS 0
 NM0332
 NM0332.The horizontal coordinates were scaled from a topographic map and have
 NM0332.an estimated accuracy of +/- 6 seconds.
 NM0332
 NM0332.The orthometric height was determined by differential leveling
 NM0332.and adjusted by the National Geodetic Survey in June 1991..
 NM0332
 NM0332.The geoid height was determined by GEOID03.
 NM0332
 NM0332.The dynamic height is computed by dividing the NAVD 88
 NM0332.geopotential number by the normal gravity value computed on the
 NM0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0332.degrees latitude (g = 980.6199 gals.).
 NM0332
 NM0332.The modeled gravity was interpolated from observed gravity values.
 NM0332
 NM0332;                    North         East    Units  Estimated Accuracy
 NM0332;SPC IA N     - 1,067,500.    1,291,530.      MT  (+/- 180 meters Scaled)
 NM0332
 NM0332                          SUPERSEDED SURVEY CONTROL
 NM0332
 NM0332  NGVD 29 (??/??/92)  319.471  (m)         1048.13   (f) ADJ UNCH    2 0
 NM0332
 NM0332.Superseded values are not recommended for survey control.
 NM0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0332.See file dsdata.txt to determine how the superseded data were derived.
 NM0332
 NM0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM465629(NAD 83)
 NM0332_MARKER: DB = BENCH MARK DISK
 NM0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0332_STAMPING: T 159 1949
 NM0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0332+STABILITY: SURFACE MOTION
 NM0332
 NM0332  HISTORY     - Date     Condition        Report By
 NM0332  HISTORY     - 1949     MONUMENTED       CGS
 NM0332  HISTORY     - 1969     GOOD             USGS
 NM0332
 NM0332                          STATION DESCRIPTION
 NM0332
 NM0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0332'6.2 MI NW FROM TURIN.
 NM0332'2.4 MILES NORTHWEST ALONG STATE HIGHWAYS 37 AND 175 FROM THE
 NM0332'POST OFFICE AT TURIN, THENCE 1.95 MILES NORTH ALONG A WINDING
 NM0332'GRAVELED ROAD, THENCE 0.3 MILE NORTHEAST ALONG A GRAVELED ROAD,
 NM0332'THENCE 1.5 MILES NORTH ALONG A GRAVELED ROAD, AT A JUNCTION
 NM0332'WITH A FARM ROAD LEADING WEST, 76 FEET EAST OF THE JUNCTION
 NM0332'OF THE CENTER LINES OF THE TWO ROADS, 48 FEET EAST OF THE
 NM0332'CENTER LINE OF THE GRAVELED ROAD, 1.8 FEET SOUTH OF A FENCE,
 NM0332'1.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A 5 FOOT
 NM0332'CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 NM0332'NOTE-- BUT CHECKED 0.7 FT LOW.
 NM0332
 NM0332                          STATION RECOVERY (1969)
 NM0332
 NM0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0558 ***********************************************************************
 OP0558  DESIGNATION -  T 16
 OP0558  PID         -  OP0558
 OP0558  STATE/COUNTY-  IA/OSCEOLA
 OP0558  USGS QUAD   -  ASHTON (1972)
 OP0558
 OP0558                         *CURRENT SURVEY CONTROL
 OP0558  ___________________________________________________________________
 OP0558* NAD 83(1986)-  43 18 33.     (N)    095 47 23.     (W)     SCALED    
 OP0558* NAVD 88     -       441.133  (meters)    1447.28   (feet)  ADJUSTED  
 OP0558  ___________________________________________________________________
 OP0558  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 OP0558  DYNAMIC HT  -         441.018 (meters)    1446.91  (feet)  COMP
 OP0558  MODELED GRAV-     980,345.2   (mgal)                       NAVD 88
 OP0558
 OP0558  VERT ORDER  -  SECOND    CLASS 0
 OP0558
 OP0558.The horizontal coordinates were scaled from a topographic map and have
 OP0558.an estimated accuracy of +/- 6 seconds.
 OP0558
 OP0558.The orthometric height was determined by differential leveling
 OP0558.and adjusted by the National Geodetic Survey in June 1991..
 OP0558
 OP0558.The geoid height was determined by GEOID03.
 OP0558
 OP0558.The dynamic height is computed by dividing the NAVD 88
 OP0558.geopotential number by the normal gravity value computed on the
 OP0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0558.degrees latitude (g = 980.6199 gals.).
 OP0558
 OP0558.The modeled gravity was interpolated from observed gravity values.
 OP0558
 OP0558;                    North         East    Units  Estimated Accuracy
 OP0558;SPC IA N     - 1,203,480.    1,314,250.      MT  (+/- 180 meters Scaled)
 OP0558
 OP0558                          SUPERSEDED SURVEY CONTROL
 OP0558
 OP0558  NGVD 29 (??/??/92)  440.948  (m)         1446.68   (f) ADJ UNCH    2 0
 OP0558
 OP0558.Superseded values are not recommended for survey control.
 OP0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0558.See file dsdata.txt to determine how the superseded data were derived.
 OP0558
 OP0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH737989(NAD 83)
 OP0558_MARKER: DB = BENCH MARK DISK
 OP0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0558_STAMPING: T 16 1934
 OP0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0558+STABILITY: SURFACE MOTION
 OP0558
 OP0558  HISTORY     - Date     Condition        Report By
 OP0558  HISTORY     - 1934     MONUMENTED       CGS
 OP0558  HISTORY     - 1953     GOOD             NGS
 OP0558
 OP0558                          STATION DESCRIPTION
 OP0558
 OP0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 OP0558'IN ASHTON.
 OP0558'AT ASHTON, OSCEOLA COUNTY, 350 FEET SOUTH OF THE SOUTH END OF THE
 OP0558'CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION, 41.5 FEET
 OP0558'NORTHWEST OF THE SWITCH AT THE SOUTH END OF THE SIDETRACK, 27.4 FEET
 OP0558'WEST OF THE WEST RAIL OF THE MAIN TRACK, 19.2 FEET EAST OF THE EAST
 OP0558'RAIL OF THE WEST SIDETRACK, AND IN LINE WITH A ROW OF POLES.  A
 OP0558'STANDARD DISK, STAMPED T 16 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0558'PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0416 ***********************************************************************
 MH0416  DESIGNATION -  T 161
 MH0416  PID         -  MH0416
 MH0416  STATE/COUNTY-  IA/DALLAS
 MH0416  USGS QUAD   -  WAUKEE (1976)
 MH0416
 MH0416                         *CURRENT SURVEY CONTROL
 MH0416  ___________________________________________________________________
 MH0416* NAD 83(1986)-  41 32 03.     (N)    093 58 55.     (W)     SCALED    
 MH0416* NAVD 88     -       267.682  (meters)     878.22   (feet)  ADJUSTED  
 MH0416  ___________________________________________________________________
 MH0416  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 MH0416  DYNAMIC HT  -         267.563 (meters)     877.83  (feet)  COMP
 MH0416  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 MH0416
 MH0416  VERT ORDER  -  FIRST     CLASS II
 MH0416
 MH0416.The horizontal coordinates were scaled from a topographic map and have
 MH0416.an estimated accuracy of +/- 6 seconds.
 MH0416
 MH0416.The orthometric height was determined by differential leveling
 MH0416.and adjusted by the National Geodetic Survey in June 1991..
 MH0416
 MH0416.The geoid height was determined by GEOID03.
 MH0416
 MH0416.The dynamic height is computed by dividing the NAVD 88
 MH0416.geopotential number by the normal gravity value computed on the
 MH0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0416.degrees latitude (g = 980.6199 gals.).
 MH0416
 MH0416.The modeled gravity was interpolated from observed gravity values.
 MH0416
 MH0416;                    North         East    Units  Estimated Accuracy
 MH0416;SPC IA S     -   170,480.      459,780.      MT  (+/- 180 meters Scaled)
 MH0416
 MH0416                          SUPERSEDED SURVEY CONTROL
 MH0416
 MH0416  NGVD 29 (??/??/92)  267.622  (m)          878.02   (f) ADJ UNCH    1 2
 MH0416
 MH0416.Superseded values are not recommended for survey control.
 MH0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0416.See file dsdata.txt to determine how the superseded data were derived.
 MH0416
 MH0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF180985(NAD 83)
 MH0416_MARKER: DB = BENCH MARK DISK
 MH0416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0416_SP_SET: BRIDGE
 MH0416_STAMPING: T 161 1950
 MH0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0416
 MH0416  HISTORY     - Date     Condition        Report By
 MH0416  HISTORY     - 1950     MONUMENTED       CGS
 MH0416
 MH0416                          STATION DESCRIPTION
 MH0416
 MH0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0416'1.9 MI W FROM VAN METER.
 MH0416'1.9 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 MH0416'FROM THE STATION AT VAN METER, 0.2 MILE NORTHEAST OF A ROAD
 MH0416'OVERPASS, 5.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE
 MH0416'TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF BRIDGE
 MH0416'3785, LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0415 ***********************************************************************
 MJ0415  DESIGNATION -  T 162
 MJ0415  PID         -  MJ0415
 MJ0415  STATE/COUNTY-  IA/CASS
 MJ0415  USGS QUAD   -  ATLANTIC (1971)
 MJ0415
 MJ0415                         *CURRENT SURVEY CONTROL
 MJ0415  ___________________________________________________________________
 MJ0415* NAD 83(1986)-  41 25 56.     (N)    095 04 47.     (W)     SCALED    
 MJ0415* NAVD 88     -       401.072  (meters)    1315.85   (feet)  ADJUSTED  
 MJ0415  ___________________________________________________________________
 MJ0415  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 MJ0415  DYNAMIC HT  -         400.924 (meters)    1315.36  (feet)  COMP
 MJ0415  MODELED GRAV-     980,240.3   (mgal)                       NAVD 88
 MJ0415
 MJ0415  VERT ORDER  -  FIRST     CLASS II
 MJ0415
 MJ0415.The horizontal coordinates were scaled from a topographic map and have
 MJ0415.an estimated accuracy of +/- 6 seconds.
 MJ0415
 MJ0415.The orthometric height was determined by differential leveling
 MJ0415.and adjusted by the National Geodetic Survey in June 1991..
 MJ0415
 MJ0415.The geoid height was determined by GEOID03.
 MJ0415
 MJ0415.The dynamic height is computed by dividing the NAVD 88
 MJ0415.geopotential number by the normal gravity value computed on the
 MJ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0415.degrees latitude (g = 980.6199 gals.).
 MJ0415
 MJ0415.The modeled gravity was interpolated from observed gravity values.
 MJ0415
 MJ0415;                    North         East    Units  Estimated Accuracy
 MJ0415;SPC IA S     -   160,250.      367,980.      MT  (+/- 180 meters Scaled)
 MJ0415
 MJ0415                          SUPERSEDED SURVEY CONTROL
 MJ0415
 MJ0415  NGVD 29 (??/??/92)  401.008  (m)         1315.64   (f) ADJ UNCH    1 2
 MJ0415
 MJ0415.Superseded values are not recommended for survey control.
 MJ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0415.See file dsdata.txt to determine how the superseded data were derived.
 MJ0415
 MJ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF262888(NAD 83)
 MJ0415_MARKER: DB = BENCH MARK DISK
 MJ0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0415_STAMPING: T 162 1950
 MJ0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0415+STABILITY: SURFACE MOTION
 MJ0415
 MJ0415  HISTORY     - Date     Condition        Report By
 MJ0415  HISTORY     - 1950     MONUMENTED       CGS
 MJ0415
 MJ0415                          STATION DESCRIPTION
 MJ0415
 MJ0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0415'2.2 MI SE FROM MARNE.
 MJ0415'0.1 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO, ROCK
 MJ0415'ISLAND AND PACIFIC RAILROAD STATION AT MARNE, THENCE 2.1 MILES
 MJ0415'SOUTHEAST ALONG STATE HIGHWAY 83, AT A JUNCTION WITH A ROAD
 MJ0415'LEADING WEST, 121 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MJ0415'70 FEET WEST OF A FENCE CORNER, 47 FEET EAST OF THE SECOND
 MJ0415'TELEPHONE POLE WEST OF THE ROAD JUNCTION, 32 FEET SOUTH OF THE
 MJ0415'CENTER LINE OF THE ROAD LEADING WEST, 1 FOOT NORTH OF A FENCE,
 MJ0415'2.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MJ0415'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0169 ***********************************************************************
 MJ0169  DESIGNATION -  T 163
 MJ0169  PID         -  MJ0169
 MJ0169  STATE/COUNTY-  IA/CASS
 MJ0169  USGS QUAD   -  ANITA (1971)
 MJ0169
 MJ0169                         *CURRENT SURVEY CONTROL
 MJ0169  ___________________________________________________________________
 MJ0169* NAD 83(1986)-  41 25 55.     (N)    094 47 57.     (W)     SCALED    
 MJ0169* NAVD 88     -       377.748  (meters)    1239.33   (feet)  ADJUSTED  
 MJ0169  ___________________________________________________________________
 MJ0169  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 MJ0169  DYNAMIC HT  -         377.608 (meters)    1238.87  (feet)  COMP
 MJ0169  MODELED GRAV-     980,240.9   (mgal)                       NAVD 88
 MJ0169
 MJ0169  VERT ORDER  -  FIRST     CLASS II
 MJ0169
 MJ0169.The horizontal coordinates were scaled from a topographic map and have
 MJ0169.an estimated accuracy of +/- 6 seconds.
 MJ0169
 MJ0169.The orthometric height was determined by differential leveling
 MJ0169.and adjusted by the National Geodetic Survey in June 1991..
 MJ0169
 MJ0169.The geoid height was determined by GEOID03.
 MJ0169
 MJ0169.The dynamic height is computed by dividing the NAVD 88
 MJ0169.geopotential number by the normal gravity value computed on the
 MJ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0169.degrees latitude (g = 980.6199 gals.).
 MJ0169
 MJ0169.The modeled gravity was interpolated from observed gravity values.
 MJ0169
 MJ0169;                    North         East    Units  Estimated Accuracy
 MJ0169;SPC IA S     -   159,830.      391,420.      MT  (+/- 180 meters Scaled)
 MJ0169
 MJ0169                          SUPERSEDED SURVEY CONTROL
 MJ0169
 MJ0169  NGVD 29 (??/??/92)  377.694  (m)         1239.15   (f) ADJ UNCH    1 2
 MJ0169
 MJ0169.Superseded values are not recommended for survey control.
 MJ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0169.See file dsdata.txt to determine how the superseded data were derived.
 MJ0169
 MJ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF496882(NAD 83)
 MJ0169_MARKER: DB = BENCH MARK DISK
 MJ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0169_STAMPING: T 163 1950
 MJ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0169+STABILITY: SURFACE MOTION
 MJ0169
 MJ0169  HISTORY     - Date     Condition        Report By
 MJ0169  HISTORY     - 1950     MONUMENTED       CGS
 MJ0169
 MJ0169                          STATION DESCRIPTION
 MJ0169
 MJ0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0169'2 MI SW FROM ANITA.
 MJ0169'2.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 MJ0169'ANITA, AT A JUNCTION WITH A PRIVATE DRIVE LEADING NORTHWEST INTO
 MJ0169'A PASTURE, 0.15 MILE SOUTHWEST OF A SCHOOL WHICH IS ON THE NORTHWEST
 MJ0169'SIDE OF THE HIGHWAY, 76 FEET SOUTHWEST OF HIGHWAY STATION 530,
 MJ0169'65.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 MJ0169'SOUTHEAST OF A FENCE, 2.3 FEET SOUTHWEST OF A WITNESS POST, SET
 MJ0169'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 MJ0169'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0540 ***********************************************************************
 OP0540  DESIGNATION -  T 17
 OP0540  PID         -  OP0540
 OP0540  STATE/COUNTY-  IA/O BRIEN
 OP0540  USGS QUAD   -  PLESSIS (1964)
 OP0540
 OP0540                         *CURRENT SURVEY CONTROL
 OP0540  ___________________________________________________________________
 OP0540* NAD 83(1986)-  43 10 51.     (N)    095 32 48.     (W)     SCALED    
 OP0540* NAVD 88     -       452.553  (meters)    1484.75   (feet)  ADJUSTED  
 OP0540  ___________________________________________________________________
 OP0540  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 OP0540  DYNAMIC HT  -         452.413 (meters)    1484.29  (feet)  COMP
 OP0540  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 OP0540
 OP0540  VERT ORDER  -  SECOND    CLASS 0
 OP0540
 OP0540.The horizontal coordinates were scaled from a topographic map and have
 OP0540.an estimated accuracy of +/- 6 seconds.
 OP0540
 OP0540.The orthometric height was determined by differential leveling
 OP0540.and adjusted by the National Geodetic Survey in June 1991..
 OP0540
 OP0540.The geoid height was determined by GEOID03.
 OP0540
 OP0540.The dynamic height is computed by dividing the NAVD 88
 OP0540.geopotential number by the normal gravity value computed on the
 OP0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0540.degrees latitude (g = 980.6199 gals.).
 OP0540
 OP0540.The modeled gravity was interpolated from observed gravity values.
 OP0540
 OP0540;                    North         East    Units  Estimated Accuracy
 OP0540;SPC IA N     - 1,188,720.    1,333,620.      MT  (+/- 180 meters Scaled)
 OP0540
 OP0540                          SUPERSEDED SURVEY CONTROL
 OP0540
 OP0540  NGVD 29 (??/??/92)  452.367  (m)         1484.14   (f) ADJ UNCH    2 0
 OP0540
 OP0540.Superseded values are not recommended for survey control.
 OP0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0540.See file dsdata.txt to determine how the superseded data were derived.
 OP0540
 OP0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH930840(NAD 83)
 OP0540_MARKER: DB = BENCH MARK DISK
 OP0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0540_STAMPING: T 17 1934
 OP0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0540+STABILITY: SURFACE MOTION
 OP0540
 OP0540  HISTORY     - Date     Condition        Report By
 OP0540  HISTORY     - 1934     MONUMENTED       CGS
 OP0540  HISTORY     - 1951     GOOD             NGS
 OP0540
 OP0540                          STATION DESCRIPTION
 OP0540
 OP0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OP0540'3.6 MI W FROM SANBORN.
 OP0540'3.6 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0540'RAILROAD FROM THE STATION AT SANBORN, OBRIEN COUNTY, 145 YARDS WEST OF
 OP0540'A SECTION-ROAD CROSSING, 45.6 FEET SOUTH OF THE SOUTH RAIL, AND 1.3
 OP0540'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T 17
 OP0540'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OP0540'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0128 ***********************************************************************
 NJ0128  DESIGNATION -  T 175
 NJ0128  PID         -  NJ0128
 NJ0128  STATE/COUNTY-  IA/JACKSON
 NJ0128  USGS QUAD   -  SPRINGBROOK (1980)
 NJ0128
 NJ0128                         *CURRENT SURVEY CONTROL
 NJ0128  ___________________________________________________________________
 NJ0128* NAD 83(1986)-  42 14 32.     (N)    090 24 47.     (W)     SCALED    
 NJ0128* NAVD 88     -       188.486  (meters)     618.39   (feet)  ADJUSTED  
 NJ0128  ___________________________________________________________________
 NJ0128  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 NJ0128  DYNAMIC HT  -         188.425 (meters)     618.19  (feet)  COMP
 NJ0128  MODELED GRAV-     980,297.9   (mgal)                       NAVD 88
 NJ0128
 NJ0128  VERT ORDER  -  FIRST     CLASS I
 NJ0128
 NJ0128.The horizontal coordinates were scaled from a topographic map and have
 NJ0128.an estimated accuracy of +/- 6 seconds.
 NJ0128
 NJ0128.The orthometric height was determined by differential leveling
 NJ0128.and adjusted by the National Geodetic Survey in June 1991..
 NJ0128
 NJ0128.The geoid height was determined by GEOID03.
 NJ0128
 NJ0128.The dynamic height is computed by dividing the NAVD 88
 NJ0128.geopotential number by the normal gravity value computed on the
 NJ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0128.degrees latitude (g = 980.6199 gals.).
 NJ0128
 NJ0128.The modeled gravity was interpolated from observed gravity values.
 NJ0128
 NJ0128;                    North         East    Units  Estimated Accuracy
 NJ0128;SPC IA N     - 1,087,090.    1,754,720.      MT  (+/- 180 meters Scaled)
 NJ0128
 NJ0128                          SUPERSEDED SURVEY CONTROL
 NJ0128
 NJ0128  NGVD 29 (??/??/92)  188.525  (m)          618.52   (f) ADJ UNCH    1 1
 NJ0128
 NJ0128.Superseded values are not recommended for survey control.
 NJ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0128.See file dsdata.txt to determine how the superseded data were derived.
 NJ0128
 NJ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG134799(NAD 83)
 NJ0128_MARKER: DB = BENCH MARK DISK
 NJ0128_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0128_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0128_STAMPING: T 175 1970
 NJ0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0128
 NJ0128  HISTORY     - Date     Condition        Report By
 NJ0128  HISTORY     - 1970     MONUMENTED       NGS
 NJ0128  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NJ0128  HISTORY     - 19940826 GOOD             USPSQD
 NJ0128  HISTORY     - 20010331 GOOD             NGS
 NJ0128
 NJ0128                          STATION DESCRIPTION
 NJ0128
 NJ0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0128'1.2 MI S FROM BELLEVUE.
 NJ0128'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0128'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, AT
 NJ0128'THE ENTRANCE TO THE BELLEVUE CEMETERY, 130 FEET EAST AND ACROSS
 NJ0128'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE
 NJ0128'CENTER LINE OF THE HIGHWAY, 45.6 FEET EAST OF THE EAST RAIL,
 NJ0128'39 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY TO THE CEMETERY,
 NJ0128'1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 NJ0128'LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON
 NJ0128'PIPE WHICH IS LEVEL WITH THE GROUND.  SECTION 19, T86N, R5E.
 NJ0128
 NJ0128                          STATION RECOVERY (1988)
 NJ0128
 NJ0128'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0128'MARK NOT FOUND.
 NJ0128
 NJ0128                          STATION RECOVERY (1994)
 NJ0128
 NJ0128'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0128'RECOVERED IN GOOD CONDITION.
 NJ0128
 NJ0128                          STATION RECOVERY (2001)
 NJ0128
 NJ0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0128'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0278 ***********************************************************************
 NJ0278  DESIGNATION -  T 176
 NJ0278  PID         -  NJ0278
 NJ0278  STATE/COUNTY-  IA/DUBUQUE
 NJ0278  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0278
 NJ0278                         *CURRENT SURVEY CONTROL
 NJ0278  ___________________________________________________________________
 NJ0278* NAD 83(1986)-  42 27 39.     (N)    090 40 32.     (W)     SCALED    
 NJ0278* NAVD 88     -       232.964  (meters)     764.32   (feet)  ADJUSTED  
 NJ0278  ___________________________________________________________________
 NJ0278  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 NJ0278  DYNAMIC HT  -         232.891 (meters)     764.08  (feet)  COMP
 NJ0278  MODELED GRAV-     980,304.7   (mgal)                       NAVD 88
 NJ0278
 NJ0278  VERT ORDER  -  FIRST     CLASS I
 NJ0278
 NJ0278.The horizontal coordinates were scaled from a topographic map and have
 NJ0278.an estimated accuracy of +/- 6 seconds.
 NJ0278
 NJ0278.The orthometric height was determined by differential leveling
 NJ0278.and adjusted by the National Geodetic Survey in June 1991..
 NJ0278
 NJ0278.The geoid height was determined by GEOID03.
 NJ0278
 NJ0278.The dynamic height is computed by dividing the NAVD 88
 NJ0278.geopotential number by the normal gravity value computed on the
 NJ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0278.degrees latitude (g = 980.6199 gals.).
 NJ0278
 NJ0278.The modeled gravity was interpolated from observed gravity values.
 NJ0278
 NJ0278;                    North         East    Units  Estimated Accuracy
 NJ0278;SPC IA N     - 1,110,610.    1,732,260.      MT  (+/- 180 meters Scaled)
 NJ0278
 NJ0278                          SUPERSEDED SURVEY CONTROL
 NJ0278
 NJ0278  NGVD 29 (??/??/92)  233.014  (m)          764.48   (f) ADJ UNCH    1 1
 NJ0278
 NJ0278.Superseded values are not recommended for survey control.
 NJ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0278.See file dsdata.txt to determine how the superseded data were derived.
 NJ0278
 NJ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH911035(NAD 83)
 NJ0278_MARKER: DB = BENCH MARK DISK
 NJ0278_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0278_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0278_STAMPING: T 176 1970
 NJ0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0278
 NJ0278  HISTORY     - Date     Condition        Report By
 NJ0278  HISTORY     - 1970     MONUMENTED       NGS
 NJ0278  HISTORY     - 20030727 POOR             USPSQD
 NJ0278
 NJ0278                          STATION DESCRIPTION
 NJ0278
 NJ0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0278'3 MI S FROM DUBUQUE.
 NJ0278'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0278'AT DUBUQUE, THENCE 2.45 MILES SOUTH ALONG U.S. HIGHWAYS 52,
 NJ0278'61 AND 151, 85 YARDS NORTHEAST OF THE CENTER OF THE INTERSECTION
 NJ0278'OF U.S. HIGHWAYS 52, 61, 67 AND 151, 96 FEET EAST OF THE CENTER
 NJ0278'LINE OF THE HIGHWAY, 3.5 FEET SOUTH OF A POWER POLE WHICH BEARS A
 NJ0278'CONTROL BOX, 1.9 FEET NORTH OF A METAL WITNESS POST, ABOUT 1
 NJ0278'FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF A
 NJ0278'3-INCH IRON PIPE LEVEL WITH THE GROUND.  SECTION 1, T 88N,
 NJ0278'R 2E.
 NJ0278
 NJ0278                          STATION RECOVERY (2003)
 NJ0278
 NJ0278'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0278'RECOVERED IN POOR CONDITION.  NOTE-- 1/2 OF THE METAL SURFACE OF THE
 NJ0278'STATION IS PEALED AWAY.  ADD-- THE STATION IS ABOUT 43 FEET SOUTHWEST
 NJ0278'OF A UTILITY POLE WITH ONE GUY WIRE AND THREE TRANSFORMERS, 4 FEET
 NJ0278'NORTH OF A 1.5 FT BY 2.5 FT STAINLESS STEEL BOX ON A CONCRETE SLAB,
 NJ0278'3.5 FEET SOUTH OF POWER POLE WITH AN ELECTRIC METER.  NOTE-- THERE IS
 NJ0278'NO WITNESS POST PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0360 ***********************************************************************
 NJ0360  DESIGNATION -  T 177
 NJ0360  PID         -  NJ0360
 NJ0360  STATE/COUNTY-  IA/DUBUQUE
 NJ0360  USGS QUAD   -  SHERRILL (1972)
 NJ0360
 NJ0360                         *CURRENT SURVEY CONTROL
 NJ0360  ___________________________________________________________________
 NJ0360* NAD 83(1986)-  42 34 43.     (N)    090 49 34.     (W)     SCALED    
 NJ0360* NAVD 88     -       264.953  (meters)     869.27   (feet)  ADJUSTED  
 NJ0360  ___________________________________________________________________
 NJ0360  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 NJ0360  DYNAMIC HT  -         264.873 (meters)     869.00  (feet)  COMP
 NJ0360  MODELED GRAV-     980,310.9   (mgal)                       NAVD 88
 NJ0360
 NJ0360  VERT ORDER  -  FIRST     CLASS I
 NJ0360
 NJ0360.The horizontal coordinates were scaled from a topographic map and have
 NJ0360.an estimated accuracy of +/- 6 seconds.
 NJ0360
 NJ0360.The orthometric height was determined by differential leveling
 NJ0360.and adjusted by the National Geodetic Survey in June 1991..
 NJ0360
 NJ0360.The geoid height was determined by GEOID03.
 NJ0360
 NJ0360.The dynamic height is computed by dividing the NAVD 88
 NJ0360.geopotential number by the normal gravity value computed on the
 NJ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0360.degrees latitude (g = 980.6199 gals.).
 NJ0360
 NJ0360.The modeled gravity was interpolated from observed gravity values.
 NJ0360
 NJ0360;                    North         East    Units  Estimated Accuracy
 NJ0360;SPC IA N     - 1,123,280.    1,719,470.      MT  (+/- 180 meters Scaled)
 NJ0360
 NJ0360                          SUPERSEDED SURVEY CONTROL
 NJ0360
 NJ0360  NGVD 29 (??/??/92)  264.994  (m)          869.40   (f) ADJ UNCH    1 1
 NJ0360
 NJ0360.Superseded values are not recommended for survey control.
 NJ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0360.See file dsdata.txt to determine how the superseded data were derived.
 NJ0360
 NJ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH784163(NAD 83)
 NJ0360_MARKER: DB = BENCH MARK DISK
 NJ0360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0360_STAMPING: T 177 1970
 NJ0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0360
 NJ0360  HISTORY     - Date     Condition        Report By
 NJ0360  HISTORY     - 1970     MONUMENTED       NGS
 NJ0360  HISTORY     - 20010331 GOOD             NGS
 NJ0360
 NJ0360                          STATION DESCRIPTION
 NJ0360
 NJ0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0360'6.6 MI W FROM SAGEVILLE.
 NJ0360'ABOUT 6.65 MILES WEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0360'FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE,
 NJ0360'0.1 MILE WEST OF THE CREST OF A HILL, 32 FEET NORTH OF THE CENTER
 NJ0360'LINE OF THE HIGHWAY, 33 FEET WEST OF THE CENTER OF A GATE, 1.8
 NJ0360'FEET SOUTHEAST OF A CORNER FENCE POST, 0.6 FOOT SOUTH OF A FENCE,
 NJ0360'0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 NJ0360'LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON
 NJ0360'PIPE PROJECTING 3 INCHES.  SECTION 27, T90N, R1E
 NJ0360
 NJ0360                          STATION RECOVERY (2001)
 NJ0360
 NJ0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0360'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0441 ***********************************************************************
 NJ0441  DESIGNATION -  T 178
 NJ0441  PID         -  NJ0441
 NJ0441  STATE/COUNTY-  IA/CLAYTON
 NJ0441  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0441
 NJ0441                         *CURRENT SURVEY CONTROL
 NJ0441  ___________________________________________________________________
 NJ0441* NAD 83(1986)-  42 41 07.     (N)    091 04 32.     (W)     SCALED    
 NJ0441* NAVD 88     -       250.372  (meters)     821.43   (feet)  ADJUSTED  
 NJ0441  ___________________________________________________________________
 NJ0441  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 NJ0441  DYNAMIC HT  -         250.302 (meters)     821.20  (feet)  COMP
 NJ0441  MODELED GRAV-     980,334.7   (mgal)                       NAVD 88
 NJ0441
 NJ0441  VERT ORDER  -  FIRST     CLASS I
 NJ0441
 NJ0441.The horizontal coordinates were scaled from a topographic map and have
 NJ0441.an estimated accuracy of +/- 6 seconds.
 NJ0441
 NJ0441.The orthometric height was determined by differential leveling
 NJ0441.and adjusted by the National Geodetic Survey in June 1991..
 NJ0441
 NJ0441.The geoid height was determined by GEOID03.
 NJ0441
 NJ0441.The dynamic height is computed by dividing the NAVD 88
 NJ0441.geopotential number by the normal gravity value computed on the
 NJ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0441.degrees latitude (g = 980.6199 gals.).
 NJ0441
 NJ0441.The modeled gravity was interpolated from observed gravity values.
 NJ0441
 NJ0441;                    North         East    Units  Estimated Accuracy
 NJ0441;SPC IA N     - 1,134,510.    1,698,660.      MT  (+/- 180 meters Scaled)
 NJ0441
 NJ0441                          SUPERSEDED SURVEY CONTROL
 NJ0441
 NJ0441  NGVD 29 (??/??/92)  250.419  (m)          821.58   (f) ADJ UNCH    1 1
 NJ0441
 NJ0441.Superseded values are not recommended for survey control.
 NJ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0441.See file dsdata.txt to determine how the superseded data were derived.
 NJ0441
 NJ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH576276(NAD 83)
 NJ0441_MARKER: DB = BENCH MARK DISK
 NJ0441_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NJ0441_SP_SET: 7.5 FT
 NJ0441_STAMPING: T 178 1970
 NJ0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0441
 NJ0441  HISTORY     - Date     Condition        Report By
 NJ0441  HISTORY     - 1970     MONUMENTED       NGS
 NJ0441  HISTORY     - 1973     GOOD             NGS
 NJ0441  HISTORY     - 19980718 GOOD             USPSQD
 NJ0441
 NJ0441                          STATION DESCRIPTION
 NJ0441
 NJ0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0441'6 MI N FROM LUXEMBURG.
 NJ0441'ABOUT 5.95 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE HOLY
 NJ0441'TRINITY CHURCH AT LUXEMBURG, AT THE NORTH END OF A CUT, 58
 NJ0441'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 44 FEET SOUTHWEST
 NJ0441'OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A CONCRETE
 NJ0441'BOX CULVERT, 2.0 FEET SOUTH OF A CORNER FENCE POST, 0.8 FOOT
 NJ0441'EAST OF A FENCE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST,
 NJ0441'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A
 NJ0441'COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT A DEPTH OF
 NJ0441'7 1/2 FEET AND IS ENCASED IN A 6-INCH IRON PIPE PROJECTING
 NJ0441'3 INCHES.  SECTION 21, T 91N, R 2W.
 NJ0441
 NJ0441                          STATION RECOVERY (1973)
 NJ0441
 NJ0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NJ0441'RECOVERED IN GOOD CONDITION.
 NJ0441
 NJ0441                          STATION RECOVERY (1998)
 NJ0441
 NJ0441'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0442 ***********************************************************************
 NJ0442  DESIGNATION -  T 178 RESET
 NJ0442  PID         -  NJ0442
 NJ0442  STATE/COUNTY-  IA/CLAYTON
 NJ0442  USGS QUAD   -  TURKEY RIVER (1980)
 NJ0442
 NJ0442                         *CURRENT SURVEY CONTROL
 NJ0442  ___________________________________________________________________
 NJ0442* NAD 83(1986)-  42 41 07.     (N)    091 04 32.     (W)     SCALED    
 NJ0442* NAVD 88     -       249.53   (meters)     818.7    (feet)  RESET     
 NJ0442  ___________________________________________________________________
 NJ0442  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 NJ0442
 NJ0442  VERT ORDER  -  THIRD
 NJ0442
 NJ0442.The horizontal coordinates were scaled from a topographic map and have
 NJ0442.an estimated accuracy of +/- 6 seconds.
 NJ0442
 NJ0442.The orthometric height was computed from unverified reset data.
 NJ0442
 NJ0442.The geoid height was determined by GEOID03.
 NJ0442
 NJ0442;                    North         East    Units  Estimated Accuracy
 NJ0442;SPC IA N     - 1,134,510.    1,698,660.      MT  (+/- 180 meters Scaled)
 NJ0442
 NJ0442                          SUPERSEDED SURVEY CONTROL
 NJ0442
 NJ0442.No superseded survey control is available for this station.
 NJ0442
 NJ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH576276(NAD 83)
 NJ0442_MARKER: DB = BENCH MARK DISK
 NJ0442_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NJ0442+WITH SETTING: INTO GROUND
 NJ0442_STAMPING: T 178 RESET 1973
 NJ0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0442+STABILITY: SURFACE MOTION
 NJ0442
 NJ0442  HISTORY     - Date     Condition        Report By
 NJ0442  HISTORY     - 1973     MONUMENTED       NGS
 NJ0442
 NJ0442                          STATION DESCRIPTION
 NJ0442
 NJ0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NJ0442'6 MI N FROM LUXEMBURG.
 NJ0442'TO REACH THE BENCH MARK FROM THE HOLY TRINITY CHURCH AT
 NJ0442'LUXEMBURG, GO NORTH ON U.S. HIGHWAY 52 FOR 5.95 MILES TO THE
 NJ0442'BENCH MARK ON THE LEFT, ON THE WEST SLOPE OF A HILL AND ON THE
 NJ0442'WEST EDGE OF THE RIGHT-OF-WAY FOR HIGHWAY 52, 1 FOOT SOUTH OF
 NJ0442'A METAL WITNESS POST AND WILL BE ABOUT 100 FEET SOUTHWEST OF A
 NJ0442'STOCK PASS UNDER THE HIGHWAY.  THE BENCH MARK IS A STANDARD DISK
 NJ0442'STAMPED T 178 RESET 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER
 NJ0442'COATED ROD WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM
 NJ0442'ENCASED IN A PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0399 ***********************************************************************
 NJ0399  DESIGNATION -  T 179
 NJ0399  PID         -  NJ0399
 NJ0399  STATE/COUNTY-  IA/CLAYTON
 NJ0399  USGS QUAD   -  GUTTENBERG (1978)
 NJ0399
 NJ0399                         *CURRENT SURVEY CONTROL
 NJ0399  ___________________________________________________________________
 NJ0399* NAD 83(1986)-  42 48 43.     (N)    091 05 56.     (W)     SCALED    
 NJ0399* NAVD 88     -       188.638  (meters)     618.89   (feet)  ADJUSTED  
 NJ0399  ___________________________________________________________________
 NJ0399  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 NJ0399  DYNAMIC HT  -         188.587 (meters)     618.72  (feet)  COMP
 NJ0399  MODELED GRAV-     980,347.6   (mgal)                       NAVD 88
 NJ0399
 NJ0399  VERT ORDER  -  FIRST     CLASS I
 NJ0399
 NJ0399.The horizontal coordinates were scaled from a topographic map and have
 NJ0399.an estimated accuracy of +/- 6 seconds.
 NJ0399
 NJ0399.The orthometric height was determined by differential leveling
 NJ0399.and adjusted by the National Geodetic Survey in June 1991..
 NJ0399
 NJ0399.The geoid height was determined by GEOID03.
 NJ0399
 NJ0399.The dynamic height is computed by dividing the NAVD 88
 NJ0399.geopotential number by the normal gravity value computed on the
 NJ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0399.degrees latitude (g = 980.6199 gals.).
 NJ0399
 NJ0399.The modeled gravity was interpolated from observed gravity values.
 NJ0399
 NJ0399;                    North         East    Units  Estimated Accuracy
 NJ0399;SPC IA N     - 1,148,520.    1,696,350.      MT  (+/- 180 meters Scaled)
 NJ0399
 NJ0399                          SUPERSEDED SURVEY CONTROL
 NJ0399
 NJ0399  NGVD 29 (??/??/92)  188.684  (m)          619.04   (f) ADJ UNCH    1 1
 NJ0399
 NJ0399.Superseded values are not recommended for survey control.
 NJ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0399.See file dsdata.txt to determine how the superseded data were derived.
 NJ0399
 NJ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH554416(NAD 83)
 NJ0399_MARKER: DB = BENCH MARK DISK
 NJ0399_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0399_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0399_STAMPING: T 179 1970
 NJ0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0399
 NJ0399  HISTORY     - Date     Condition        Report By
 NJ0399  HISTORY     - 1970     MONUMENTED       NGS
 NJ0399  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 NJ0399
 NJ0399                          STATION DESCRIPTION
 NJ0399
 NJ0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0399'3.4 MI N FROM GUTTENBERG.
 NJ0399'ABOUT 2.55 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0399'PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG, THENCE 0.4 MILE
 NJ0399'EAST ALONG A GRAVELED ROAD, THENCE 0.4 MILE SOUTH ALONG A
 NJ0399'GRAVELED ROAD TO THE ABELS ISLAND AIRPORT, 81 FEET EAST OF THE
 NJ0399'CENTER LINE OF THE ROAD, 90 FEET EAST OF THE CENTER LINE OF A
 NJ0399'RUNWAY, 101 FEET EAST-NORTHEAST OF POWER POLE NUMBER 15, 15 FEET
 NJ0399'NORTHWEST OF A RUNWAY LIGHT, 2.2 FEET WEST-SOUTHWEST OF THE
 NJ0399'SOUTHEAST CORNER OF THE MORE SOUTHERLY OF TWO METAL HANGARS, 1.0
 NJ0399'FOOT SOUTHEAST OF A METAL WITNESS POST, AND BRAZED ON THE TOP OF
 NJ0399'A 3-INCH IRON PIPE WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 NJ0399'SECTION 5, T92N, R2W.
 NJ0399
 NJ0399                          STATION RECOVERY (1998)
 NJ0399
 NJ0399'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0111 ***********************************************************************
 OP0111  DESIGNATION -  T 18
 OP0111  PID         -  OP0111
 OP0111  STATE/COUNTY-  IA/KOSSUTH
 OP0111  USGS QUAD   -  WHITTEMORE (1980)
 OP0111
 OP0111                         *CURRENT SURVEY CONTROL
 OP0111  ___________________________________________________________________
 OP0111* NAD 83(1986)-  43 03 25.     (N)    094 23 01.     (W)     SCALED    
 OP0111* NAVD 88     -       364.078  (meters)    1194.48   (feet)  ADJUSTED  
 OP0111  ___________________________________________________________________
 OP0111  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 OP0111  DYNAMIC HT  -         363.976 (meters)    1194.14  (feet)  COMP
 OP0111  MODELED GRAV-     980,327.9   (mgal)                       NAVD 88
 OP0111
 OP0111  VERT ORDER  -  SECOND    CLASS 0
 OP0111
 OP0111.The horizontal coordinates were scaled from a topographic map and have
 OP0111.an estimated accuracy of +/- 6 seconds.
 OP0111
 OP0111.The orthometric height was determined by differential leveling
 OP0111.and adjusted by the National Geodetic Survey in June 1991..
 OP0111
 OP0111.The geoid height was determined by GEOID03.
 OP0111
 OP0111.The dynamic height is computed by dividing the NAVD 88
 OP0111.geopotential number by the normal gravity value computed on the
 OP0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0111.degrees latitude (g = 980.6199 gals.).
 OP0111
 OP0111.The modeled gravity was interpolated from observed gravity values.
 OP0111
 OP0111;                    North         East    Units  Estimated Accuracy
 OP0111;SPC IA N     - 1,173,320.    1,428,020.      MT  (+/- 180 meters Scaled)
 OP0111
 OP0111                          SUPERSEDED SURVEY CONTROL
 OP0111
 OP0111  NGVD 29 (??/??/92)  364.019  (m)         1194.29   (f) ADJ UNCH    2 0
 OP0111
 OP0111.Superseded values are not recommended for survey control.
 OP0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0111.See file dsdata.txt to determine how the superseded data were derived.
 OP0111
 OP0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH873680(NAD 83)
 OP0111_MARKER: DB = BENCH MARK DISK
 OP0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0111_STAMPING: T 18 1934
 OP0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0111+STABILITY: SURFACE MOTION
 OP0111
 OP0111  HISTORY     - Date     Condition        Report By
 OP0111  HISTORY     - 1934     MONUMENTED       CGS
 OP0111  HISTORY     - 1976     MARK NOT FOUND   USGS
 OP0111
 OP0111                          STATION DESCRIPTION
 OP0111
 OP0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0111'2.2 MI E FROM WHITTEMORE.
 OP0111'2.2 MILES EAT ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0111'RAILROAD FROM THE STATION AT WHITTEMORE, KOSSUTH COUNTY, 31 FEET WEST
 OP0111'OF THE CENTER OF A SECTION ROAD CROSSSING, 69 FEET SOUTH OF THE SOUTH
 OP0111'RAIL, AND 1.2 FEET SOUTH OF A SECTION FENCE.  A STANDARD DISK, STAMPED
 OP0111'T 18 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 OP0111'INCHES ABOVE GROUND.
 OP0111
 OP0111                          STATION RECOVERY (1976)
 OP0111
 OP0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OP0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1392 ***********************************************************************
 MJ1392  DESIGNATION -  T 180
 MJ1392  PID         -  MJ1392
 MJ1392  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1392  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ1392
 MJ1392                         *CURRENT SURVEY CONTROL
 MJ1392  ___________________________________________________________________
 MJ1392* NAD 83(1986)-  41 30 23.     (N)    095 53 25.     (W)     SCALED    
 MJ1392* NAVD 88     -       308.706  (meters)    1012.81   (feet)  ADJUSTED  
 MJ1392  ___________________________________________________________________
 MJ1392  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 MJ1392  DYNAMIC HT  -         308.562 (meters)    1012.34  (feet)  COMP
 MJ1392  MODELED GRAV-     980,149.4   (mgal)                       NAVD 88
 MJ1392
 MJ1392  VERT ORDER  -  FIRST     CLASS II
 MJ1392
 MJ1392.The horizontal coordinates were scaled from a topographic map and have
 MJ1392.an estimated accuracy of +/- 6 seconds.
 MJ1392
 MJ1392.The orthometric height was determined by differential leveling
 MJ1392.and adjusted by the National Geodetic Survey in June 1991..
 MJ1392
 MJ1392.The geoid height was determined by GEOID03.
 MJ1392
 MJ1392.The dynamic height is computed by dividing the NAVD 88
 MJ1392.geopotential number by the normal gravity value computed on the
 MJ1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1392.degrees latitude (g = 980.6199 gals.).
 MJ1392
 MJ1392.The modeled gravity was interpolated from observed gravity values.
 MJ1392
 MJ1392;                    North         East    Units  Estimated Accuracy
 MJ1392;SPC IA S     -   170,030.      300,470.      MT  (+/- 180 meters Scaled)
 MJ1392
 MJ1392                          SUPERSEDED SURVEY CONTROL
 MJ1392
 MJ1392.No superseded survey control is available for this station.
 MJ1392
 MJ1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF587990(NAD 83)
 MJ1392_MARKER: I = METAL ROD
 MJ1392_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1392_SP_SET: STAINLESS STEEL ROD
 MJ1392_STAMPING: T 180 1989
 MJ1392_MARK LOGO: NGS   
 MJ1392_PROJECTION: FLUSH
 MJ1392_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1392+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1392_ROD/PIPE-DEPTH: 10.7 meters
 MJ1392
 MJ1392  HISTORY     - Date     Condition        Report By
 MJ1392  HISTORY     - 1989     MONUMENTED       NGS
 MJ1392
 MJ1392                          STATION DESCRIPTION
 MJ1392
 MJ1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1392'5.6 KM (3.50 MI) SOUTHERLY ALONG STATE HIGHWAY 183 FROM ITS JUNCTION
 MJ1392'WITH U.S. HIGHWAY 30 IN MISSOURI VALLEY, AT THE POTTAWATTAMIE-HARRISON
 MJ1392'COUNTY LINE, 29.4 M (96.5 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 MJ1392'HIGHWAY, 12.5 M (41.0 FT) NORTH OF THE CENTER OF A DRIVEWAY, 7.6 M
 MJ1392'(24.9 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 7.0 M (23.0 FT) SOUTH
 MJ1392'OF THE CENTER OF A GRAVELED ROAD, 1.8 M (5.9 FT) SOUTH OF A FENCE
 MJ1392'CORNER, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND LEVEL
 MJ1392'WITH THE GRAVELED ROADS.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MJ1392'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1910 ***********************************************************************
 NM1910  DESIGNATION -  T 181
 NM1910  PID         -  NM1910
 NM1910  STATE/COUNTY-  IA/WOODBURY
 NM1910  USGS QUAD   -  SALIX (1976)
 NM1910
 NM1910                         *CURRENT SURVEY CONTROL
 NM1910  ___________________________________________________________________
 NM1910* NAD 83(1986)-  42 18 30.     (N)    096 17 09.     (W)     SCALED    
 NM1910* NAVD 88     -       329.448  (meters)    1080.86   (feet)  ADJUSTED  
 NM1910  ___________________________________________________________________
 NM1910  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 NM1910  DYNAMIC HT  -         329.341 (meters)    1080.51  (feet)  COMP
 NM1910  MODELED GRAV-     980,287.4   (mgal)                       NAVD 88
 NM1910
 NM1910  VERT ORDER  -  FIRST     CLASS II
 NM1910
 NM1910.The horizontal coordinates were scaled from a topographic map and have
 NM1910.an estimated accuracy of +/- 6 seconds.
 NM1910
 NM1910.The orthometric height was determined by differential leveling
 NM1910.and adjusted by the National Geodetic Survey in June 1991..
 NM1910
 NM1910.The geoid height was determined by GEOID03.
 NM1910
 NM1910.The dynamic height is computed by dividing the NAVD 88
 NM1910.geopotential number by the normal gravity value computed on the
 NM1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1910.degrees latitude (g = 980.6199 gals.).
 NM1910
 NM1910.The modeled gravity was interpolated from observed gravity values.
 NM1910
 NM1910;                    North         East    Units  Estimated Accuracy
 NM1910;SPC IA N     - 1,093,570.    1,270,360.      MT  (+/- 180 meters Scaled)
 NM1910
 NM1910                          SUPERSEDED SURVEY CONTROL
 NM1910
 NM1910.No superseded survey control is available for this station.
 NM1910
 NM1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM237875(NAD 83)
 NM1910_MARKER: I = METAL ROD
 NM1910_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NM1910_SP_SET: STAINLESS STEEL ROD
 NM1910_STAMPING: T 181 1989
 NM1910_MARK LOGO: NGS   
 NM1910_PROJECTION: FLUSH
 NM1910_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1910+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 NM1910_ROD/PIPE-DEPTH: 14.0 meters
 NM1910
 NM1910  HISTORY     - Date     Condition        Report By
 NM1910  HISTORY     - 1989     MONUMENTED       NGS
 NM1910  HISTORY     - 20011008 GOOD             JCLS
 NM1910  HISTORY     - 20020308 GOOD             JCLS
 NM1910  HISTORY     - 20021010 GOOD             JCLS
 NM1910  HISTORY     - 20031105 GOOD             JCLS
 NM1910  HISTORY     - 20051031 GOOD             JCLS
 NM1910
 NM1910                          STATION DESCRIPTION
 NM1910
 NM1910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1910'IN SALIX, AT THE INTERSECTION OF POPLAR STREET AND THE CHICAGO AND
 NM1910'NORTHWESTERN RAILROAD, 14.6 M (47.9 FT) NORTHEAST OF THE NEAR RAIL,
 NM1910'10.4 M (34.1 FT) NORTH OF THE CENTER OF THE STREET, 1.3 M (4.3 FT)
 NM1910'SOUTH OF A FENCE, 1.0 M (3.3 FT) EAST OF A UTILITY POLE, 0.7 M
 NM1910'(2.3 FT) BELOW THE LEVEL OF THE STREET, AND 0.3 M (1.0 FT) WEST OF A
 NM1910'WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 NM1910'LOGO CAP.
 NM1910
 NM1910                          STATION RECOVERY (2001)
 NM1910
 NM1910'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 NM1910'RECOVERED AS DESCRIBED.
 NM1910
 NM1910                          STATION RECOVERY (2002)
 NM1910
 NM1910'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 NM1910'DESCRIPTION IS ADEQUATE
 NM1910
 NM1910                          STATION RECOVERY (2002)
 NM1910
 NM1910'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 NM1910'RECOVERED IN GOOD CONDITION.
 NM1910
 NM1910                          STATION RECOVERY (2003)
 NM1910
 NM1910'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 NM1910'RECOVERED IN GOOD CONDITION.
 NM1910
 NM1910                          STATION RECOVERY (2005)
 NM1910
 NM1910'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 NM1910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1399 ***********************************************************************
 MJ1399  DESIGNATION -  T 182
 MJ1399  PID         -  MJ1399
 MJ1399  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1399  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ1399
 MJ1399                         *CURRENT SURVEY CONTROL
 MJ1399  ___________________________________________________________________
 MJ1399* NAD 83(1986)-  41 09 51.     (N)    095 49 23.     (W)     SCALED    
 MJ1399* NAVD 88     -       296.129  (meters)     971.55   (feet)  ADJUSTED  
 MJ1399  ___________________________________________________________________
 MJ1399  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 MJ1399  DYNAMIC HT  -         296.010 (meters)     971.16  (feet)  COMP
 MJ1399  MODELED GRAV-     980,213.9   (mgal)                       NAVD 88
 MJ1399
 MJ1399  VERT ORDER  -  FIRST     CLASS II
 MJ1399
 MJ1399.The horizontal coordinates were scaled from a topographic map and have
 MJ1399.an estimated accuracy of +/- 6 seconds.
 MJ1399
 MJ1399.The orthometric height was determined by differential leveling
 MJ1399.and adjusted by the National Geodetic Survey in June 1991..
 MJ1399
 MJ1399.The geoid height was determined by GEOID03.
 MJ1399
 MJ1399.The dynamic height is computed by dividing the NAVD 88
 MJ1399.geopotential number by the normal gravity value computed on the
 MJ1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1399.degrees latitude (g = 980.6199 gals.).
 MJ1399
 MJ1399.The modeled gravity was interpolated from observed gravity values.
 MJ1399
 MJ1399;                    North         East    Units  Estimated Accuracy
 MJ1399;SPC IA S     -   131,880.      305,070.      MT  (+/- 180 meters Scaled)
 MJ1399
 MJ1399                          SUPERSEDED SURVEY CONTROL
 MJ1399
 MJ1399.No superseded survey control is available for this station.
 MJ1399
 MJ1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF631608(NAD 83)
 MJ1399_MARKER: I = METAL ROD
 MJ1399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1399_SP_SET: STAINLESS STEEL ROD
 MJ1399_STAMPING: T 182 1989
 MJ1399_MARK LOGO: NGS   
 MJ1399_PROJECTION: FLUSH
 MJ1399_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1399+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1399_ROD/PIPE-DEPTH: 28.0 meters
 MJ1399
 MJ1399  HISTORY     - Date     Condition        Report By
 MJ1399  HISTORY     - 1989     MONUMENTED       NGS
 MJ1399
 MJ1399                          STATION DESCRIPTION
 MJ1399
 MJ1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1399'5.3 KM (3.30 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 MJ1399'THE JUNCTION OF 16TH AVENUE IN COUNCIL BLUFFS, THENCE 4.6 KM
 MJ1399'(2.85 MI) SOURTHERLY ALONG COUNTY ROAD L 31, 12.1 M (39.7 FT) WEST OF
 MJ1399'THE CENTERLINE OF THE ROAD, 3.8 M (12.5 FT) NORTHWEST OF A UTILITY
 MJ1399'POLE WITH A GUY WIRE, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE,
 MJ1399'ON THE EXTENDED CENTER OF A DRIVEWAY LEADING EAST TO THE KMEZICH
 MJ1399'RESIDENCE, AND LEVEL WITH THE ROAD. NOTE--ACCESS TO THE DATUM POINT IS
 MJ1399'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9185 ***********************************************************************
 AE9185  DESIGNATION -  T 183
 AE9185  PID         -  AE9185
 AE9185  STATE/COUNTY-  IA/JOHNSON
 AE9185  USGS QUAD   -  ELY (1994)
 AE9185
 AE9185                         *CURRENT SURVEY CONTROL
 AE9185  ___________________________________________________________________
 AE9185* NAD 83(1986)-  41 45 32.     (N)    091 35 49.     (W)     SCALED    
 AE9185* NAVD 88     -       239.709  (meters)     786.45   (feet)  ADJUSTED  
 AE9185  ___________________________________________________________________
 AE9185  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 AE9185  DYNAMIC HT  -         239.618 (meters)     786.15  (feet)  COMP
 AE9185  MODELED GRAV-     980,234.5   (mgal)                       NAVD 88
 AE9185
 AE9185  VERT ORDER  -  SECOND    CLASS I
 AE9185
 AE9185.The horizontal coordinates were scaled from a topographic map and have
 AE9185.an estimated accuracy of +/- 6 seconds.
 AE9185
 AE9185.The orthometric height was determined by differential leveling
 AE9185.and adjusted by the National Geodetic Survey in July 2002..
 AE9185
 AE9185.The geoid height was determined by GEOID03.
 AE9185
 AE9185.The dynamic height is computed by dividing the NAVD 88
 AE9185.geopotential number by the normal gravity value computed on the
 AE9185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9185.degrees latitude (g = 980.6199 gals.).
 AE9185
 AE9185.The modeled gravity was interpolated from observed gravity values.
 AE9185
 AE9185;                    North         East    Units  Estimated Accuracy
 AE9185;SPC IA S     -   197,060.      658,250.      MT  (+/- 180 meters Scaled)
 AE9185
 AE9185                          SUPERSEDED SURVEY CONTROL
 AE9185
 AE9185.No superseded survey control is available for this station.
 AE9185
 AE9185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG166239(NAD 83)
 AE9185_MARKER: I = METAL ROD
 AE9185_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9185_STAMPING: T 183 1997
 AE9185_MARK LOGO: NGS   
 AE9185_PROJECTION: FLUSH
 AE9185_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9185+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9185_ROD/PIPE-DEPTH: 9.7  meters
 AE9185_SLEEVE-DEPTH  : 0.9 meters
 AE9185
 AE9185  HISTORY     - Date     Condition        Report By
 AE9185  HISTORY     - 1997     MONUMENTED       NGS
 AE9185
 AE9185                          STATION DESCRIPTION
 AE9185
 AE9185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9185'1.1 KM (0.70 MI) NORTHERLY ALONG NORTH FRONT STREET AND MEHAFFEY
 AE9185'BRIDGE ROAD FROM THE POST OFFICE IN NORTH LIBERTY, 61.0 M (200.1 FT)
 AE9185'WEST OF THE CENTER OF A DRIVEWAY LEADING TO MASCA ARABIANS RESIDENCE
 AE9185'AT 2395 MEHAFFEY BRIDGE ROAD, 45.2 M (148.3 FT) NORTHWEST OF THE ROAD
 AE9185'CENTER, 27.4 M (89.9 FT) WEST OF A UTILITY POLE WITH 3 GUY CABLES,
 AE9185'19.6 M (64.3 FT) NORTH OF A GAS PIPELINE WARNING SIGN, 1.0 M (3.3 FT)
 AE9185'BELOW THE LEVEL OF THE ROAD, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS
 AE9185'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE9185'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AE9185'CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0159 ***********************************************************************
 OP0159  DESIGNATION -  T 19
 OP0159  PID         -  OP0159
 OP0159  STATE/COUNTY-  IA/EMMET
 OP0159  USGS QUAD   -  ESTHERVILLE (1972)
 OP0159
 OP0159                         *CURRENT SURVEY CONTROL
 OP0159  ___________________________________________________________________
 OP0159* NAD 83(1986)-  43 24 52.     (N)    094 50 58.     (W)     SCALED    
 OP0159* NAVD 88     -       405.149  (meters)    1329.23   (feet)  ADJUSTED  
 OP0159  ___________________________________________________________________
 OP0159  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 OP0159  DYNAMIC HT  -         405.038 (meters)    1328.86  (feet)  COMP
 OP0159  MODELED GRAV-     980,333.0   (mgal)                       NAVD 88
 OP0159
 OP0159  VERT ORDER  -  SECOND    CLASS 0
 OP0159
 OP0159.The horizontal coordinates were scaled from a topographic map and have
 OP0159.an estimated accuracy of +/- 6 seconds.
 OP0159
 OP0159.The orthometric height was determined by differential leveling
 OP0159.and adjusted by the National Geodetic Survey in June 1991..
 OP0159
 OP0159.The geoid height was determined by GEOID03.
 OP0159
 OP0159.The dynamic height is computed by dividing the NAVD 88
 OP0159.geopotential number by the normal gravity value computed on the
 OP0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0159.degrees latitude (g = 980.6199 gals.).
 OP0159
 OP0159.The modeled gravity was interpolated from observed gravity values.
 OP0159
 OP0159;                    North         East    Units  Estimated Accuracy
 OP0159;SPC IA N     - 1,213,530.    1,390,710.      MT  (+/- 180 meters Scaled)
 OP0159
 OP0159                          SUPERSEDED SURVEY CONTROL
 OP0159
 OP0159  NGVD 29 (??/??/92)  405.025  (m)         1328.82   (f) ADJ UNCH    2 0
 OP0159
 OP0159.Superseded values are not recommended for survey control.
 OP0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0159.See file dsdata.txt to determine how the superseded data were derived.
 OP0159
 OP0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ502085(NAD 83)
 OP0159_MARKER: DB = BENCH MARK DISK
 OP0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0159_STAMPING: T 19 1934
 OP0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0159+STABILITY: SURFACE MOTION
 OP0159
 OP0159  HISTORY     - Date     Condition        Report By
 OP0159  HISTORY     - 1934     MONUMENTED       CGS
 OP0159
 OP0159                          STATION DESCRIPTION
 OP0159
 OP0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0159'1 MI NW FROM ESTHERVILLE.
 OP0159'1 MILE NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 OP0159'FROM THE STATION AT ESTHERVILLE, EMMET COUNTY, 97 YARDS NORTHWEST OF
 OP0159'THE CENTERLINE OF A SECTION ROAD, 45.8 FEET NORTHEAST OF THE NORTHEAST
 OP0159'RAIL OF THE MAIN TRACK, 37 FEET SOUTHEAST OF THE THIRD POLE NORTHWEST
 OP0159'OF MILEPOST 208, AND 1.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE. A
 OP0159'STANDARD DISK, STAMPED T 19 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0159'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0077 ***********************************************************************
 NL0077  DESIGNATION -  T 2
 NL0077  PID         -  NL0077
 NL0077  STATE/COUNTY-  IA/WEBSTER
 NL0077  USGS QUAD   -  FORT DODGE SOUTH (1965)
 NL0077
 NL0077                         *CURRENT SURVEY CONTROL
 NL0077  ___________________________________________________________________
 NL0077* NAD 83(1986)-  42 27 01.     (N)    094 10 04.     (W)     SCALED    
 NL0077* NAVD 88     -       299.344  (meters)     982.10   (feet)  ADJUSTED  
 NL0077  ___________________________________________________________________
 NL0077  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 NL0077  DYNAMIC HT  -         299.256 (meters)     981.81  (feet)  COMP
 NL0077  MODELED GRAV-     980,320.1   (mgal)                       NAVD 88
 NL0077
 NL0077  VERT ORDER  -  FIRST     CLASS II
 NL0077
 NL0077.The horizontal coordinates were scaled from a topographic map and have
 NL0077.an estimated accuracy of +/- 6 seconds.
 NL0077
 NL0077.The orthometric height was determined by differential leveling
 NL0077.and adjusted by the National Geodetic Survey in June 1991..
 NL0077
 NL0077.The geoid height was determined by GEOID03.
 NL0077
 NL0077.The dynamic height is computed by dividing the NAVD 88
 NL0077.geopotential number by the normal gravity value computed on the
 NL0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0077.degrees latitude (g = 980.6199 gals.).
 NL0077
 NL0077.The modeled gravity was interpolated from observed gravity values.
 NL0077
 NL0077;                    North         East    Units  Estimated Accuracy
 NL0077;SPC IA N     - 1,105,770.    1,445,070.      MT  (+/- 180 meters Scaled)
 NL0077
 NL0077                          SUPERSEDED SURVEY CONTROL
 NL0077
 NL0077  NGVD 29 (??/??/92)  299.315  (m)          982.00   (f) ADJ UNCH    1 2
 NL0077
 NL0077.Superseded values are not recommended for survey control.
 NL0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0077.See file dsdata.txt to determine how the superseded data were derived.
 NL0077
 NL0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH039004(NAD 83)
 NL0077_MARKER: DB = BENCH MARK DISK
 NL0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0077_SP_SET: PIER
 NL0077_STAMPING: 982.003 T 2 1930
 NL0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0077
 NL0077  HISTORY     - Date     Condition        Report By
 NL0077  HISTORY     - 1930     MONUMENTED       CGS
 NL0077  HISTORY     - 1953     GOOD             NGS
 NL0077  HISTORY     - 20031105 MARK NOT FOUND   JCLS
 NL0077
 NL0077                          STATION DESCRIPTION
 NL0077
 NL0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 NL0077'4 MI SE FROM FORT DODGE.
 NL0077'4.0 MILES SOUTHEAST ALONG THE ABANDONED MINNEAPOLIS AND ST. LOUIS
 NL0077'RAILROAD FROM FORT DODGE, WEBSTER COUNTY, AT THE OVERPASS OF
 NL0077'THE FORT DODGE, DES MOINES AND SOUTHERN RAILWAY, IN THE FOUNDATION
 NL0077'OF THE EAST PIER, SOUTH OF THE TRACK, AND AT THE EAST EDGE OF
 NL0077'THE VINCENT CLAY PRODUCTS PLANT.  A STANDARD DISK, STAMPED
 NL0077'982.003 T 2 1930.
 NL0077
 NL0077                          STATION RECOVERY (2003)
 NL0077
 NL0077'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 NL0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0568 ***********************************************************************
 OP0568  DESIGNATION -  T 20
 OP0568  PID         -  OP0568
 OP0568  STATE/COUNTY-  IA/OSCEOLA
 OP0568  USGS QUAD   -  OCHEYEDAN (1972)
 OP0568
 OP0568                         *CURRENT SURVEY CONTROL
 OP0568  ___________________________________________________________________
 OP0568* NAD 83(1986)-  43 24 54.     (N)    095 32 41.     (W)     SCALED    
 OP0568* NAVD 88     -       468.172  (meters)    1535.99   (feet)  ADJUSTED  
 OP0568  ___________________________________________________________________
 OP0568  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 OP0568  DYNAMIC HT  -         468.049 (meters)    1535.59  (feet)  COMP
 OP0568  MODELED GRAV-     980,342.5   (mgal)                       NAVD 88
 OP0568
 OP0568  VERT ORDER  -  SECOND    CLASS 0
 OP0568
 OP0568.The horizontal coordinates were scaled from a topographic map and have
 OP0568.an estimated accuracy of +/- 6 seconds.
 OP0568
 OP0568.The orthometric height was determined by differential leveling
 OP0568.and adjusted by the National Geodetic Survey in June 1991..
 OP0568
 OP0568.The geoid height was determined by GEOID03.
 OP0568
 OP0568.The dynamic height is computed by dividing the NAVD 88
 OP0568.geopotential number by the normal gravity value computed on the
 OP0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0568.degrees latitude (g = 980.6199 gals.).
 OP0568
 OP0568.The modeled gravity was interpolated from observed gravity values.
 OP0568
 OP0568;                    North         East    Units  Estimated Accuracy
 OP0568;SPC IA N     - 1,214,730.    1,334,410.      MT  (+/- 180 meters Scaled)
 OP0568
 OP0568                          SUPERSEDED SURVEY CONTROL
 OP0568
 OP0568  NGVD 29 (??/??/92)  467.990  (m)         1535.40   (f) ADJ UNCH    2 0
 OP0568
 OP0568.Superseded values are not recommended for survey control.
 OP0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0568.See file dsdata.txt to determine how the superseded data were derived.
 OP0568
 OP0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ939100(NAD 83)
 OP0568_MARKER: DB = BENCH MARK DISK
 OP0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0568_STAMPING: T 20 1934
 OP0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0568+STABILITY: SURFACE MOTION
 OP0568
 OP0568  HISTORY     - Date     Condition        Report By
 OP0568  HISTORY     - 1934     MONUMENTED       CGS
 OP0568
 OP0568                          STATION DESCRIPTION
 OP0568
 OP0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0568'0.5 MI W FROM OCHEYEDAN.
 OP0568'0.5 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM
 OP0568'THE STATION AT OCHEYEDAN, OSCEOLA COUNTY, 1 POLE WEST OF MILEPOLE
 OP0568'246+20, 41 FEET WEST OF THE CENTER OF A SECTION-ROAD CROSSING, 45.3
 OP0568'FEET SOUTH OF THE SOUTH RAIL, 14 FEET WEST OF THE CORNER OF A WIRE
 OP0568'FENCE, AND 1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OP0568'STAMPED T 20 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OP0568'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0497 ***********************************************************************
 OP0497  DESIGNATION -  T 21
 OP0497  PID         -  OP0497
 OP0497  STATE/COUNTY-  IA/CLAY
 OP0497  USGS QUAD   -  DICKENS (1966)
 OP0497
 OP0497                         *CURRENT SURVEY CONTROL
 OP0497  ___________________________________________________________________
 OP0497* NAD 83(1986)-  43 12 55.     (N)    095 05 10.     (W)     SCALED    
 OP0497* NAVD 88     -       418.331  (meters)    1372.47   (feet)  ADJUSTED  
 OP0497  ___________________________________________________________________
 OP0497  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 OP0497  DYNAMIC HT  -         418.198 (meters)    1372.04  (feet)  COMP
 OP0497  MODELED GRAV-     980,291.8   (mgal)                       NAVD 88
 OP0497
 OP0497  VERT ORDER  -  SECOND    CLASS 0
 OP0497
 OP0497.The horizontal coordinates were scaled from a topographic map and have
 OP0497.an estimated accuracy of +/- 6 seconds.
 OP0497
 OP0497.The orthometric height was determined by differential leveling
 OP0497.and adjusted by the National Geodetic Survey in June 1991..
 OP0497
 OP0497.The geoid height was determined by GEOID03.
 OP0497
 OP0497.The dynamic height is computed by dividing the NAVD 88
 OP0497.geopotential number by the normal gravity value computed on the
 OP0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0497.degrees latitude (g = 980.6199 gals.).
 OP0497
 OP0497.The modeled gravity was interpolated from observed gravity values.
 OP0497
 OP0497;                    North         East    Units  Estimated Accuracy
 OP0497;SPC IA N     - 1,191,740.    1,371,130.      MT  (+/- 180 meters Scaled)
 OP0497
 OP0497                          SUPERSEDED SURVEY CONTROL
 OP0497
 OP0497  NGVD 29 (??/??/92)  418.188  (m)         1372.01   (f) ADJ UNCH    2 0
 OP0497
 OP0497.Superseded values are not recommended for survey control.
 OP0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0497.See file dsdata.txt to determine how the superseded data were derived.
 OP0497
 OP0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH305868(NAD 83)
 OP0497_MARKER: DB = BENCH MARK DISK
 OP0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0497_STAMPING: T 21 1934
 OP0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0497+STABILITY: SURFACE MOTION
 OP0497
 OP0497  HISTORY     - Date     Condition        Report By
 OP0497  HISTORY     - 1934     MONUMENTED       CGS
 OP0497  HISTORY     - 1951     GOOD             NGS
 OP0497  HISTORY     - 1964     MARK NOT FOUND   USGS
 OP0497
 OP0497                          STATION DESCRIPTION
 OP0497
 OP0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OP0497'IN LANGDON.
 OP0497'AT LANGDON, CLAY COUNTY, 102 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 OP0497'THE MINNEAPOLIS AND ST. LOUIS RAILROAD STATION, 35.6 FEET NORTHWEST OF
 OP0497'THE NORTHWEST RAIL OF THE MAIN TRACK, AND 10.4 FEET NORTHWEST OF THE
 OP0497'NORTHWEST RAIL OF A SIDETRACK.  A STANDARD DISK, STAMPED T 21 1934 AND
 OP0497'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 OP0497
 OP0497                          STATION RECOVERY (1964)
 OP0497
 OP0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OP0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0256 ***********************************************************************
 NL0256  DESIGNATION -  T 23
 NL0256  PID         -  NL0256
 NL0256  STATE/COUNTY-  IA/BUENA VISTA
 NL0256  USGS QUAD   -  STORM LAKE (1979)
 NL0256
 NL0256                         *CURRENT SURVEY CONTROL
 NL0256  ___________________________________________________________________
 NL0256* NAD 83(1986)-  42 38 12.     (N)    095 10 28.     (W)     SCALED    
 NL0256* NAVD 88     -       436.990  (meters)    1433.69   (feet)  ADJUSTED  
 NL0256  ___________________________________________________________________
 NL0256  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 NL0256  DYNAMIC HT  -         436.838 (meters)    1433.19  (feet)  COMP
 NL0256  MODELED GRAV-     980,261.4   (mgal)                       NAVD 88
 NL0256
 NL0256  VERT ORDER  -  SECOND    CLASS 0
 NL0256
 NL0256.The horizontal coordinates were scaled from a topographic map and have
 NL0256.an estimated accuracy of +/- 6 seconds.
 NL0256
 NL0256.The orthometric height was determined by differential leveling
 NL0256.and adjusted by the National Geodetic Survey in June 1991..
 NL0256
 NL0256.The geoid height was determined by GEOID03.
 NL0256
 NL0256.The dynamic height is computed by dividing the NAVD 88
 NL0256.geopotential number by the normal gravity value computed on the
 NL0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0256.degrees latitude (g = 980.6199 gals.).
 NL0256
 NL0256.The modeled gravity was interpolated from observed gravity values.
 NL0256
 NL0256;                    North         East    Units  Estimated Accuracy
 NL0256;SPC IA N     - 1,127,620.    1,362,680.      MT  (+/- 180 meters Scaled)
 NL0256
 NL0256                          SUPERSEDED SURVEY CONTROL
 NL0256
 NL0256  NGVD 29 (??/??/92)  436.862  (m)         1433.27   (f) ADJ UNCH    2 0
 NL0256
 NL0256.Superseded values are not recommended for survey control.
 NL0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0256.See file dsdata.txt to determine how the superseded data were derived.
 NL0256
 NL0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH217227(NAD 83)
 NL0256_MARKER: DB = BENCH MARK DISK
 NL0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0256_STAMPING: T 23 1934
 NL0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0256+STABILITY: SURFACE MOTION
 NL0256
 NL0256  HISTORY     - Date     Condition        Report By
 NL0256  HISTORY     - 1934     MONUMENTED       CGS
 NL0256  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0256
 NL0256                          STATION DESCRIPTION
 NL0256
 NL0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0256'1.3 MI E FROM STORM LAKE.
 NL0256'1.3 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0256'STATION AT STORM LAKE, 53.4 FEET NORTHEAST OF MILEPOST 427,
 NL0256'OPPOSITE THE NORTHWEST CORNER OF STORM LAKE CEMETERY, 49 FEET
 NL0256'NORTH OF THE NORTH RAIL, AND 3.1 FEET NORTHWEST OF A CORNER
 NL0256'FENCE POST.  A STANDARD DISK, STAMPED T 23 1934 AND SET IN THE
 NL0256'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NL0256
 NL0256                          STATION RECOVERY (2000)
 NL0256
 NL0256'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0256'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0472 ***********************************************************************
 NL0472  DESIGNATION -  T 24
 NL0472  PID         -  NL0472
 NL0472  STATE/COUNTY-  IA/CHEROKEE
 NL0472  USGS QUAD   -  CLEGHORN (1969)
 NL0472
 NL0472                         *CURRENT SURVEY CONTROL
 NL0472  ___________________________________________________________________
 NL0472* NAD 83(1986)-  42 48 00.     (N)    095 39 37.     (W)     SCALED    
 NL0472* NAVD 88     -       439.587  (meters)    1442.21   (feet)  ADJUSTED  
 NL0472  ___________________________________________________________________
 NL0472  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 NL0472  DYNAMIC HT  -         439.443 (meters)    1441.74  (feet)  COMP
 NL0472  MODELED GRAV-     980,280.9   (mgal)                       NAVD 88
 NL0472
 NL0472  VERT ORDER  -  SECOND    CLASS 0
 NL0472
 NL0472.The horizontal coordinates were scaled from a topographic map and have
 NL0472.an estimated accuracy of +/- 6 seconds.
 NL0472
 NL0472.The orthometric height was determined by differential leveling
 NL0472.and adjusted by the National Geodetic Survey in June 1991..
 NL0472
 NL0472.The geoid height was determined by GEOID03.
 NL0472
 NL0472.The dynamic height is computed by dividing the NAVD 88
 NL0472.geopotential number by the normal gravity value computed on the
 NL0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0472.degrees latitude (g = 980.6199 gals.).
 NL0472
 NL0472.The modeled gravity was interpolated from observed gravity values.
 NL0472
 NL0472;                    North         East    Units  Estimated Accuracy
 NL0472;SPC IA N     - 1,146,660.    1,323,310.      MT  (+/- 180 meters Scaled)
 NL0472
 NL0472                          SUPERSEDED SURVEY CONTROL
 NL0472
 NL0472  NGVD 29 (??/??/92)  439.405  (m)         1441.61   (f) ADJ UNCH    2 0
 NL0472
 NL0472.Superseded values are not recommended for survey control.
 NL0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0472.See file dsdata.txt to determine how the superseded data were derived.
 NL0472
 NL0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH824420(NAD 83)
 NL0472_MARKER: DB = BENCH MARK DISK
 NL0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0472_SP_SET: OVERPASS
 NL0472_STAMPING: T 24 1934
 NL0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0472
 NL0472  HISTORY     - Date     Condition        Report By
 NL0472  HISTORY     - 1934     MONUMENTED       CGS
 NL0472
 NL0472                          STATION DESCRIPTION
 NL0472
 NL0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0472'1.5 MI W FROM MERIDEN.
 NL0472'1.5 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0472'STATION AT MERIDEN, CHEROKEE COUNTY, AT THE CONCRETE OVERPASS
 NL0472'OF STATE HIGHWAY 5, IN THE NORTHWEST SUPPORTING PIER, 29 FEET
 NL0472'SOUTH OF THE SOUTH RAIL, 6 FEET WEST OF THE EAST SIDE OF THE
 NL0472'PIER, AND 1.5 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 NL0472'STAMPED T 24 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0506 ***********************************************************************
 NL0506  DESIGNATION -  T 25
 NL0506  PID         -  NL0506
 NL0506  STATE/COUNTY-  IA/CHEROKEE
 NL0506  USGS QUAD   -  WASHTA (1969)
 NL0506
 NL0506                         *CURRENT SURVEY CONTROL
 NL0506  ___________________________________________________________________
 NL0506* NAD 83(1986)-  42 37 04.     (N)    095 39 42.     (W)     SCALED    
 NL0506* NAVD 88     -       354.320  (meters)    1162.46   (feet)  ADJUSTED  
 NL0506  ___________________________________________________________________
 NL0506  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 NL0506  DYNAMIC HT  -         354.204 (meters)    1162.08  (feet)  COMP
 NL0506  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 NL0506
 NL0506  VERT ORDER  -  SECOND    CLASS 0
 NL0506
 NL0506.The horizontal coordinates were scaled from a topographic map and have
 NL0506.an estimated accuracy of +/- 6 seconds.
 NL0506
 NL0506.The orthometric height was determined by differential leveling
 NL0506.and adjusted by the National Geodetic Survey in June 1991..
 NL0506
 NL0506.The geoid height was determined by GEOID03.
 NL0506
 NL0506.The dynamic height is computed by dividing the NAVD 88
 NL0506.geopotential number by the normal gravity value computed on the
 NL0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0506.degrees latitude (g = 980.6199 gals.).
 NL0506
 NL0506.The modeled gravity was interpolated from observed gravity values.
 NL0506
 NL0506;                    North         East    Units  Estimated Accuracy
 NL0506;SPC IA N     - 1,126,430.    1,322,680.      MT  (+/- 180 meters Scaled)
 NL0506
 NL0506                          SUPERSEDED SURVEY CONTROL
 NL0506
 NL0506  NGVD 29 (??/??/92)  354.172  (m)         1161.98   (f) ADJ UNCH    2 0
 NL0506
 NL0506.Superseded values are not recommended for survey control.
 NL0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0506.See file dsdata.txt to determine how the superseded data were derived.
 NL0506
 NL0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH817218(NAD 83)
 NL0506_MARKER: DB = BENCH MARK DISK
 NL0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0506_STAMPING: T 25 1934
 NL0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0506+STABILITY: SURFACE MOTION
 NL0506
 NL0506  HISTORY     - Date     Condition        Report By
 NL0506  HISTORY     - 1934     MONUMENTED       CGS
 NL0506  HISTORY     - 1969     MARK NOT FOUND   NGS
 NL0506
 NL0506                          STATION DESCRIPTION
 NL0506
 NL0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0506'4.3 MI NE FROM WASHTA.
 NL0506'4.3 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0506'STATION AT WASHTA, CHEROKEE COUNTY, 1.3 MILES SOUTHWEST OF
 NL0506'QUIMBY, 90 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 NL0506'31, AT A BEND, 44.6 FEET NORTH OF THE NORTH RAIL, 7.6 FEET WEST
 NL0506'OF A GATEPOST, AND 1.6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 NL0506'A STANDARD DISK, STAMPED T 25 1934 AND SET IN THE TOP OF A
 NL0506'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NL0506
 NL0506                          STATION RECOVERY (1969)
 NL0506
 NL0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NL0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0587 ***********************************************************************
 OP0587  DESIGNATION -  T 26
 OP0587  PID         -  OP0587
 OP0587  STATE/COUNTY-  IA/O BRIEN
 OP0587  USGS QUAD   -  SHELDON (1964)
 OP0587
 OP0587                         *CURRENT SURVEY CONTROL
 OP0587  ___________________________________________________________________
 OP0587* NAD 83(1986)-  43 07 35.     (N)    095 46 55.     (W)     SCALED    
 OP0587* NAVD 88     -       436.139  (meters)    1430.90   (feet)  ADJUSTED  
 OP0587  ___________________________________________________________________
 OP0587  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 OP0587  DYNAMIC HT  -         436.013 (meters)    1430.49  (feet)  COMP
 OP0587  MODELED GRAV-     980,316.8   (mgal)                       NAVD 88
 OP0587
 OP0587  VERT ORDER  -  SECOND    CLASS 0
 OP0587
 OP0587.The horizontal coordinates were scaled from a topographic map and have
 OP0587.an estimated accuracy of +/- 6 seconds.
 OP0587
 OP0587.The orthometric height was determined by differential leveling
 OP0587.and adjusted by the National Geodetic Survey in June 1991..
 OP0587
 OP0587.The geoid height was determined by GEOID03.
 OP0587
 OP0587.The dynamic height is computed by dividing the NAVD 88
 OP0587.geopotential number by the normal gravity value computed on the
 OP0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0587.degrees latitude (g = 980.6199 gals.).
 OP0587
 OP0587.The modeled gravity was interpolated from observed gravity values.
 OP0587
 OP0587;                    North         East    Units  Estimated Accuracy
 OP0587;SPC IA N     - 1,183,160.    1,314,340.      MT  (+/- 180 meters Scaled)
 OP0587
 OP0587                          SUPERSEDED SURVEY CONTROL
 OP0587
 OP0587  NGVD 29 (??/??/92)  435.946  (m)         1430.27   (f) ADJ UNCH    2 0
 OP0587
 OP0587.Superseded values are not recommended for survey control.
 OP0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0587.See file dsdata.txt to determine how the superseded data were derived.
 OP0587
 OP0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH737786(NAD 83)
 OP0587_MARKER: DB = BENCH MARK DISK
 OP0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0587_STAMPING: T 26 1934
 OP0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0587+STABILITY: SURFACE MOTION
 OP0587
 OP0587  HISTORY     - Date     Condition        Report By
 OP0587  HISTORY     - 1934     MONUMENTED       CGS
 OP0587
 OP0587                          STATION DESCRIPTION
 OP0587
 OP0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0587'5 MI SE FROM SHELDON.
 OP0587'5 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 OP0587'AT SHELDON, OBRIEN COUNTY, 2 MILES NORTHWEST OF THE STATION AT ARCHER,
 OP0587'AT A ROAD CROSSING, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 46.3
 OP0587'FEET NORTHEAST OF THE NORTHEAST RAIL, AND 4.8 FEET SOUTHEAST OF A
 OP0587'CORNER FENCE POST.  A STANDARD DISK, STAMPED T 26 1934 AND SET IN THE
 OP0587'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0042 ***********************************************************************
 NL0042  DESIGNATION -  T 27
 NL0042  PID         -  NL0042
 NL0042  STATE/COUNTY-  IA/HUMBOLDT
 NL0042  USGS QUAD   -  BODE (1980)
 NL0042
 NL0042                         *CURRENT SURVEY CONTROL
 NL0042  ___________________________________________________________________
 NL0042* NAD 83(1986)-  42 45 16.     (N)    094 15 23.     (W)     SCALED    
 NL0042* NAVD 88     -       344.015  (meters)    1128.66   (feet)  ADJUSTED  
 NL0042  ___________________________________________________________________
 NL0042  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 NL0042  DYNAMIC HT  -         343.897 (meters)    1128.27  (feet)  COMP
 NL0042  MODELED GRAV-     980,270.9   (mgal)                       NAVD 88
 NL0042
 NL0042  VERT ORDER  -  SECOND    CLASS 0
 NL0042
 NL0042.The horizontal coordinates were scaled from a topographic map and have
 NL0042.an estimated accuracy of +/- 6 seconds.
 NL0042
 NL0042.The orthometric height was determined by differential leveling
 NL0042.and adjusted by the National Geodetic Survey in June 1991..
 NL0042
 NL0042.The geoid height was determined by GEOID03.
 NL0042
 NL0042.The dynamic height is computed by dividing the NAVD 88
 NL0042.geopotential number by the normal gravity value computed on the
 NL0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0042.degrees latitude (g = 980.6199 gals.).
 NL0042
 NL0042.The modeled gravity was interpolated from observed gravity values.
 NL0042
 NL0042;                    North         East    Units  Estimated Accuracy
 NL0042;SPC IA N     - 1,139,620.    1,438,080.      MT  (+/- 180 meters Scaled)
 NL0042
 NL0042                          SUPERSEDED SURVEY CONTROL
 NL0042
 NL0042  NGVD 29 (??/??/92)  343.953  (m)         1128.45   (f) ADJ UNCH    2 0
 NL0042
 NL0042.Superseded values are not recommended for survey control.
 NL0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0042.See file dsdata.txt to determine how the superseded data were derived.
 NL0042
 NL0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH971343(NAD 83)
 NL0042_MARKER: DB = BENCH MARK DISK
 NL0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0042_STAMPING: T 27 1934
 NL0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0042+STABILITY: SURFACE MOTION
 NL0042
 NL0042  HISTORY     - Date     Condition        Report By
 NL0042  HISTORY     - 1934     MONUMENTED       CGS
 NL0042
 NL0042                          STATION DESCRIPTION
 NL0042
 NL0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0042'2 MI SE FROM RUTLAND.
 NL0042'2.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0042'FROM THE STATION AT RUTLAND, HUMBOLDT COUNTY, 110 YARDS NORTHWEST
 NL0042'OF CULVERT 2551, 75.0 FEET NORTHWEST OF A COUNTY-ROAD CROSSING,
 NL0042'44.2 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 4.5 FEET SOUTHWEST
 NL0042'OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED T 27
 NL0042'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 NL0042'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0466 ***********************************************************************
 NK0466  DESIGNATION -  T 28
 NK0466  PID         -  NK0466
 NK0466  STATE/COUNTY-  IA/WRIGHT
 NK0466  USGS QUAD   -  DOWS WEST (1978)
 NK0466
 NK0466                         *CURRENT SURVEY CONTROL
 NK0466  ___________________________________________________________________
 NK0466* NAD 83(1986)-  42 44 18.     (N)    093 32 15.     (W)     SCALED    
 NK0466* NAVD 88     -       368.156  (meters)    1207.86   (feet)  ADJUSTED  
 NK0466  ___________________________________________________________________
 NK0466  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 NK0466  DYNAMIC HT  -         368.079 (meters)    1207.61  (feet)  COMP
 NK0466  MODELED GRAV-     980,400.2   (mgal)                       NAVD 88
 NK0466
 NK0466  VERT ORDER  -  SECOND    CLASS 0
 NK0466
 NK0466.The horizontal coordinates were scaled from a topographic map and have
 NK0466.an estimated accuracy of +/- 6 seconds.
 NK0466
 NK0466.The orthometric height was determined by differential leveling
 NK0466.and adjusted by the National Geodetic Survey in June 1991..
 NK0466
 NK0466.The geoid height was determined by GEOID03.
 NK0466
 NK0466.The dynamic height is computed by dividing the NAVD 88
 NK0466.geopotential number by the normal gravity value computed on the
 NK0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0466.degrees latitude (g = 980.6199 gals.).
 NK0466
 NK0466.The modeled gravity was interpolated from observed gravity values.
 NK0466
 NK0466;                    North         East    Units  Estimated Accuracy
 NK0466;SPC IA N     - 1,137,550.    1,496,930.      MT  (+/- 180 meters Scaled)
 NK0466
 NK0466                          SUPERSEDED SURVEY CONTROL
 NK0466
 NK0466  NGVD 29 (??/??/92)  368.163  (m)         1207.88   (f) ADJ UNCH    2 0
 NK0466
 NK0466.Superseded values are not recommended for survey control.
 NK0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0466.See file dsdata.txt to determine how the superseded data were derived.
 NK0466
 NK0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH560318(NAD 83)
 NK0466_MARKER: DB = BENCH MARK DISK
 NK0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0466_STAMPING: T 28 1934
 NK0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0466+STABILITY: SURFACE MOTION
 NK0466
 NK0466  HISTORY     - Date     Condition        Report By
 NK0466  HISTORY     - 1934     MONUMENTED       CGS
 NK0466  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0466
 NK0466                          STATION DESCRIPTION
 NK0466
 NK0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0466'0.6 MI E FROM ROWAN.
 NK0466'0.6 MILE EAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0466'THE STATION AT ROWAN, WRIGHT COUNTY, 107 YARDS EAST OF THE
 NK0466'EAST END OF A SIDETRACK, 81.5 FEET NORTHWEST OF THE CROSSING
 NK0466'OF A NORTH AND SOUTH COUNTY ROAD, 66.1 FEET NORTH OF THE NORTH
 NK0466'RAIL, 15.0 FEET WEST OF A RIGHT OF WAY FENCE CORNER, AND 1.2
 NK0466'FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED T 28 1934
 NK0466'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NK0466'GROUND.
 NK0466
 NK0466                          STATION RECOVERY (1974)
 NK0466
 NK0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0156 ***********************************************************************
 NK0156  DESIGNATION -  T 29
 NK0156  PID         -  NK0156
 NK0156  STATE/COUNTY-  IA/BUTLER
 NK0156  USGS QUAD   -  CLARKSVILLE (1971)
 NK0156
 NK0156                         *CURRENT SURVEY CONTROL
 NK0156  ___________________________________________________________________
 NK0156* NAD 83(1986)-  42 46 08.     (N)    092 43 39.     (W)     SCALED    
 NK0156* NAVD 88     -       308.180  (meters)    1011.09   (feet)  ADJUSTED  
 NK0156  ___________________________________________________________________
 NK0156  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 NK0156  DYNAMIC HT  -         308.072 (meters)    1010.73  (feet)  COMP
 NK0156  MODELED GRAV-     980,261.6   (mgal)                       NAVD 88
 NK0156
 NK0156  VERT ORDER  -  SECOND    CLASS 0
 NK0156
 NK0156.The horizontal coordinates were scaled from a topographic map and have
 NK0156.an estimated accuracy of +/- 6 seconds.
 NK0156
 NK0156.The orthometric height was determined by differential leveling
 NK0156.and adjusted by the National Geodetic Survey in June 1991..
 NK0156
 NK0156.The geoid height was determined by GEOID03.
 NK0156
 NK0156.The dynamic height is computed by dividing the NAVD 88
 NK0156.geopotential number by the normal gravity value computed on the
 NK0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0156.degrees latitude (g = 980.6199 gals.).
 NK0156
 NK0156.The modeled gravity was interpolated from observed gravity values.
 NK0156
 NK0156;                    North         East    Units  Estimated Accuracy
 NK0156;SPC IA N     - 1,141,230.    1,563,220.      MT  (+/- 180 meters Scaled)
 NK0156
 NK0156                          SUPERSEDED SURVEY CONTROL
 NK0156
 NK0156  NGVD 29 (??/??/92)  308.164  (m)         1011.03   (f) ADJ UNCH    2 0
 NK0156
 NK0156.Superseded values are not recommended for survey control.
 NK0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0156.See file dsdata.txt to determine how the superseded data were derived.
 NK0156
 NK0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH222351(NAD 83)
 NK0156_MARKER: DB = BENCH MARK DISK
 NK0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0156_STAMPING: T 29 1934
 NK0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0156+STABILITY: SURFACE MOTION
 NK0156
 NK0156  HISTORY     - Date     Condition        Report By
 NK0156  HISTORY     - 1934     MONUMENTED       CGS
 NK0156
 NK0156                          STATION DESCRIPTION
 NK0156
 NK0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0156'3.4 MI E FROM ALLISON.
 NK0156'3.4 MILES EAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 NK0156'STATION AT ALLISON, BUTLER COUNTY, ABOUT 70 YARDS WEST OF THE
 NK0156'TWENTIETH POLE WEST OF MILEPOST 291, ABOUT 60 FEET SOUTHEAST OF
 NK0156'THE CROSSING OF A NORTH-AND-SOUTH ROAD, 45.6 FEET SOUTH OF THE
 NK0156'SOUTH RAIL, 28.5 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, AND
 NK0156'2.0 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED T 29 1934
 NK0156'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NK0156'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0070 ***********************************************************************
 MJ0070  DESIGNATION -  T 3
 MJ0070  PID         -  MJ0070
 MJ0070  STATE/COUNTY-  IA/DALLAS
 MJ0070  USGS QUAD   -  PERRY (1982)
 MJ0070
 MJ0070                         *CURRENT SURVEY CONTROL
 MJ0070  ___________________________________________________________________
 MJ0070* NAD 83(1986)-  41 51 23.     (N)    094 07 27.     (W)     SCALED    
 MJ0070* NAVD 88     -       301.516  (meters)     989.22   (feet)  ADJUSTED  
 MJ0070  ___________________________________________________________________
 MJ0070  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 MJ0070  DYNAMIC HT  -         301.410 (meters)     988.88  (feet)  COMP
 MJ0070  MODELED GRAV-     980,263.7   (mgal)                       NAVD 88
 MJ0070
 MJ0070  VERT ORDER  -  FIRST     CLASS II
 MJ0070
 MJ0070.The horizontal coordinates were scaled from a topographic map and have
 MJ0070.an estimated accuracy of +/- 6 seconds.
 MJ0070
 MJ0070.The orthometric height was determined by differential leveling
 MJ0070.and adjusted by the National Geodetic Survey in June 1991..
 MJ0070
 MJ0070.The geoid height was determined by GEOID03.
 MJ0070
 MJ0070.The dynamic height is computed by dividing the NAVD 88
 MJ0070.geopotential number by the normal gravity value computed on the
 MJ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0070.degrees latitude (g = 980.6199 gals.).
 MJ0070
 MJ0070.The modeled gravity was interpolated from observed gravity values.
 MJ0070
 MJ0070;                    North         East    Units  Estimated Accuracy
 MJ0070;SPC IA S     -   206,340.      448,170.      MT  (+/- 180 meters Scaled)
 MJ0070
 MJ0070                          SUPERSEDED SURVEY CONTROL
 MJ0070
 MJ0070  NGVD 29 (??/??/92)  301.484  (m)          989.12   (f) ADJ UNCH    1 2
 MJ0070
 MJ0070.Superseded values are not recommended for survey control.
 MJ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0070.See file dsdata.txt to determine how the superseded data were derived.
 MJ0070
 MJ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG066344(NAD 83)
 MJ0070_MARKER: DB = BENCH MARK DISK
 MJ0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0070_STAMPING: 989.119 T 3 1930
 MJ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0070+STABILITY: SURFACE MOTION
 MJ0070
 MJ0070  HISTORY     - Date     Condition        Report By
 MJ0070  HISTORY     - 1930     MONUMENTED       CGS
 MJ0070  HISTORY     - 1934     GOOD             NGS
 MJ0070  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0070
 MJ0070                          STATION DESCRIPTION
 MJ0070
 MJ0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MJ0070'1.5 MI NW FROM PERRY.
 MJ0070'1.5 MILES NORTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 MJ0070'FROM PERRY, DALLAS COUNTY, 1/2 MILE SOUTHEAST OF MILEPOST 274,
 MJ0070'650 FEET SOUTHEAST OF THE CROSSING OF A NORTH-AND-SOUTH ROAD, 46
 MJ0070'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND AT A FENCE
 MJ0070'LINE.  A STANDARD DISK, STAMPED 989.119 T 3 1930 AND SET IN THE
 MJ0070'TOP OF A CONCRETE POST.
 MJ0070
 MJ0070                          STATION RECOVERY (1980)
 MJ0070
 MJ0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0070'THIS AREA HAS BEEN COVERED WITH JUNK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0133 ***********************************************************************
 NK0133  DESIGNATION -  T 30
 NK0133  PID         -  NK0133
 NK0133  STATE/COUNTY-  IA/GRUNDY
 NK0133  USGS QUAD   -  WELLSBURG (1980)
 NK0133
 NK0133                         *CURRENT SURVEY CONTROL
 NK0133  ___________________________________________________________________
 NK0133* NAD 83(1986)-  42 25 53.     (N)    092 54 19.     (W)     SCALED    
 NK0133* NAVD 88     -       335.285  (meters)    1100.01   (feet)  ADJUSTED  
 NK0133  ___________________________________________________________________
 NK0133  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 NK0133  DYNAMIC HT  -         335.152 (meters)    1099.58  (feet)  COMP
 NK0133  MODELED GRAV-     980,217.5   (mgal)                       NAVD 88
 NK0133
 NK0133  VERT ORDER  -  SECOND    CLASS 0
 NK0133
 NK0133.The horizontal coordinates were scaled from a topographic map and have
 NK0133.an estimated accuracy of +/- 6 seconds.
 NK0133
 NK0133.The orthometric height was determined by differential leveling
 NK0133.and adjusted by the National Geodetic Survey in June 1991..
 NK0133
 NK0133.The geoid height was determined by GEOID03.
 NK0133
 NK0133.The dynamic height is computed by dividing the NAVD 88
 NK0133.geopotential number by the normal gravity value computed on the
 NK0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0133.degrees latitude (g = 980.6199 gals.).
 NK0133
 NK0133.The modeled gravity was interpolated from observed gravity values.
 NK0133
 NK0133;                    North         East    Units  Estimated Accuracy
 NK0133;SPC IA N     - 1,103,630.    1,548,940.      MT  (+/- 180 meters Scaled)
 NK0133
 NK0133                          SUPERSEDED SURVEY CONTROL
 NK0133
 NK0133  NGVD 29 (??/??/92)  335.251  (m)         1099.90   (f) ADJ UNCH    2 0
 NK0133
 NK0133.Superseded values are not recommended for survey control.
 NK0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0133.See file dsdata.txt to determine how the superseded data were derived.
 NK0133
 NK0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG077976(NAD 83)
 NK0133_MARKER: DB = BENCH MARK DISK
 NK0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0133_STAMPING: T 30 1934
 NK0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0133+STABILITY: SURFACE MOTION
 NK0133
 NK0133  HISTORY     - Date     Condition        Report By
 NK0133  HISTORY     - 1934     MONUMENTED       CGS
 NK0133  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0133
 NK0133                          STATION DESCRIPTION
 NK0133
 NK0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0133'1.5 MI SE FROM WELLSBURG.
 NK0133'1.5 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0133'RAILWAY FROM THE STATION AT WELLSBURG, GRUNDY COUNTY, 27 YARDS
 NK0133'SOUTHEAST OF A SECTION ROAD CROSSING, 41 FEET NORTHEAST OF THE
 NK0133'NORTHEAST RAIL, AND 6.4 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 NK0133'FENCE.  A STANDARD DISK, STAMPED T 30 1934 AND SET IN THE TOP
 NK0133'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 NK0133
 NK0133                          STATION RECOVERY (1974)
 NK0133
 NK0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0429 ***********************************************************************
 NK0429  DESIGNATION -  T 31
 NK0429  PID         -  NK0429
 NK0429  STATE/COUNTY-  IA/HAMILTON
 NK0429  USGS QUAD   -  BLAIRSBURG (1978)
 NK0429
 NK0429                         *CURRENT SURVEY CONTROL
 NK0429  ___________________________________________________________________
 NK0429* NAD 83(1986)-  42 28 49.     (N)    093 39 42.     (W)     SCALED    
 NK0429* NAVD 88     -       374.409  (meters)    1228.37   (feet)  ADJUSTED  
 NK0429  ___________________________________________________________________
 NK0429  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 NK0429  DYNAMIC HT  -         374.325 (meters)    1228.10  (feet)  COMP
 NK0429  MODELED GRAV-     980,382.9   (mgal)                       NAVD 88
 NK0429
 NK0429  VERT ORDER  -  SECOND    CLASS 0
 NK0429
 NK0429.The horizontal coordinates were scaled from a topographic map and have
 NK0429.an estimated accuracy of +/- 6 seconds.
 NK0429
 NK0429.The orthometric height was determined by differential leveling
 NK0429.and adjusted by the National Geodetic Survey in June 1991..
 NK0429
 NK0429.The geoid height was determined by GEOID03.
 NK0429
 NK0429.The dynamic height is computed by dividing the NAVD 88
 NK0429.geopotential number by the normal gravity value computed on the
 NK0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0429.degrees latitude (g = 980.6199 gals.).
 NK0429
 NK0429.The modeled gravity was interpolated from observed gravity values.
 NK0429
 NK0429;                    North         East    Units  Estimated Accuracy
 NK0429;SPC IA N     - 1,108,900.    1,486,710.      MT  (+/- 180 meters Scaled)
 NK0429
 NK0429                          SUPERSEDED SURVEY CONTROL
 NK0429
 NK0429  NGVD 29 (??/??/92)  374.414  (m)         1228.39   (f) ADJ UNCH    2 0
 NK0429
 NK0429.Superseded values are not recommended for survey control.
 NK0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0429.See file dsdata.txt to determine how the superseded data were derived.
 NK0429
 NK0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH456033(NAD 83)
 NK0429_MARKER: DB = BENCH MARK DISK
 NK0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0429_STAMPING: T 31 1934
 NK0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0429+STABILITY: SURFACE MOTION
 NK0429
 NK0429  HISTORY     - Date     Condition        Report By
 NK0429  HISTORY     - 1934     MONUMENTED       CGS
 NK0429  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0429
 NK0429                          STATION DESCRIPTION
 NK0429
 NK0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0429'0.9 MI W FROM BLAIRSBURG.
 NK0429'0.9 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NK0429'STATION AT BLAIRSBURG, 370 YARDS WEST OF MILEPOST 347, 37.5 FEET
 NK0429'NORTH OF THE NORTH RAIL, AND 9.8 FEET SOUTH OF THE RIGHT-OF-WAY
 NK0429'FENCE.  A STANDARD DISK, STAMPED T 31 1934 AND SET IN THE TOP
 NK0429'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 NK0429
 NK0429                          STATION RECOVERY (1974)
 NK0429
 NK0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0378 ***********************************************************************
 NK0378  DESIGNATION -  T 32
 NK0378  PID         -  NK0378
 NK0378  STATE/COUNTY-  IA/BOONE
 NK0378  USGS QUAD   -  BOONE EAST (1976)
 NK0378
 NK0378                         *CURRENT SURVEY CONTROL
 NK0378  ___________________________________________________________________
 NK0378* NAD 83(1986)-  42 02 44.     (N)    093 45 25.     (W)     SCALED    
 NK0378* NAVD 88     -       324.091  (meters)    1063.29   (feet)  ADJUSTED  
 NK0378  ___________________________________________________________________
 NK0378  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 NK0378  DYNAMIC HT  -         323.989 (meters)    1062.95  (feet)  COMP
 NK0378  MODELED GRAV-     980,297.0   (mgal)                       NAVD 88
 NK0378
 NK0378  VERT ORDER  -  SECOND    CLASS 0
 NK0378
 NK0378.The horizontal coordinates were scaled from a topographic map and have
 NK0378.an estimated accuracy of +/- 6 seconds.
 NK0378
 NK0378.The orthometric height was determined by differential leveling
 NK0378.and adjusted by the National Geodetic Survey in June 1991..
 NK0378
 NK0378.The geoid height was determined by GEOID03.
 NK0378
 NK0378.The dynamic height is computed by dividing the NAVD 88
 NK0378.geopotential number by the normal gravity value computed on the
 NK0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0378.degrees latitude (g = 980.6199 gals.).
 NK0378
 NK0378.The modeled gravity was interpolated from observed gravity values.
 NK0378
 NK0378;                    North         East    Units  Estimated Accuracy
 NK0378;SPC IA N     - 1,060,630.    1,478,730.      MT  (+/- 180 meters Scaled)
 NK0378
 NK0378                          SUPERSEDED SURVEY CONTROL
 NK0378
 NK0378  NGVD 29 (??/??/92)  324.061  (m)         1063.19   (f) ADJ UNCH    2 0
 NK0378
 NK0378.Superseded values are not recommended for survey control.
 NK0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0378.See file dsdata.txt to determine how the superseded data were derived.
 NK0378
 NK0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG373551(NAD 83)
 NK0378_MARKER: DB = BENCH MARK DISK
 NK0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0378_STAMPING: T 32 1934
 NK0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0378+STABILITY: SURFACE MOTION
 NK0378
 NK0378  HISTORY     - Date     Condition        Report By
 NK0378  HISTORY     - 1934     MONUMENTED       CGS
 NK0378  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0378
 NK0378                          STATION DESCRIPTION
 NK0378
 NK0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0378'6.8 MI E FROM BOONE.
 NK0378'6.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0378'THE STATION AT BOONE, 1.5 MILES EAST OF THE STATION AT JORDAN,
 NK0378'AT A ROAD CROSSING, 40 FEET WEST OF THE CENTERLINE OF THE ROAD,
 NK0378'31 FEET SOUTH OF THE SOUTH RAIL OF A SIDETRACK, 13.5 FEET WEST
 NK0378'OF THE RIGHT-OF-WAY FENCE, AND 5.4 FEET SOUTHEAST OF A CORNER
 NK0378'FENCE POST.  A STANDARD DISK, STAMPED T 32 1934 AND SET IN THE
 NK0378'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NK0378
 NK0378                          STATION RECOVERY (1975)
 NK0378
 NK0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0405 ***********************************************************************
 MH0405  DESIGNATION -  T 33
 MH0405  PID         -  MH0405
 MH0405  STATE/COUNTY-  IA/STORY
 MH0405  USGS QUAD   -  HUXLEY (1975)
 MH0405
 MH0405                         *CURRENT SURVEY CONTROL
 MH0405  ___________________________________________________________________
 MH0405* NAD 83(1986)-  41 57 01.     (N)    093 32 04.     (W)     SCALED    
 MH0405* NAVD 88     -       272.041  (meters)     892.52   (feet)  ADJUSTED  
 MH0405  ___________________________________________________________________
 MH0405  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 MH0405  DYNAMIC HT  -         271.934 (meters)     892.17  (feet)  COMP
 MH0405  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 MH0405
 MH0405  VERT ORDER  -  SECOND    CLASS 0
 MH0405
 MH0405.The horizontal coordinates were scaled from a topographic map and have
 MH0405.an estimated accuracy of +/- 6 seconds.
 MH0405
 MH0405.The orthometric height was determined by differential leveling
 MH0405.and adjusted by the National Geodetic Survey in June 1991..
 MH0405
 MH0405.The geoid height was determined by GEOID03.
 MH0405
 MH0405.The dynamic height is computed by dividing the NAVD 88
 MH0405.geopotential number by the normal gravity value computed on the
 MH0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0405.degrees latitude (g = 980.6199 gals.).
 MH0405
 MH0405.The modeled gravity was interpolated from observed gravity values.
 MH0405
 MH0405;                    North         East    Units  Estimated Accuracy
 MH0405;SPC IA N     - 1,050,020.    1,497,140.      MT  (+/- 180 meters Scaled)
 MH0405
 MH0405                          SUPERSEDED SURVEY CONTROL
 MH0405
 MH0405  NGVD 29 (??/??/92)  272.009  (m)          892.42   (f) ADJ UNCH    2 0
 MH0405
 MH0405.Superseded values are not recommended for survey control.
 MH0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0405.See file dsdata.txt to determine how the superseded data were derived.
 MH0405
 MH0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG557443(NAD 83)
 MH0405_MARKER: DB = BENCH MARK DISK
 MH0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0405_STAMPING: T 33 1934
 MH0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0405+STABILITY: SURFACE MOTION
 MH0405
 MH0405  HISTORY     - Date     Condition        Report By
 MH0405  HISTORY     - 1934     MONUMENTED       CGS
 MH0405
 MH0405                          STATION DESCRIPTION
 MH0405
 MH0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0405'3.8 MI N FROM CAMBRIDGE.
 MH0405'3.8 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0405'RAILWAY FROM THE STATION AT CAMBRIDGE, STORY COUNTY, AT A
 MH0405'COUNTY-ROAD CROSSING, 45.8 FEET EAST OF THE EAST RAIL, 34 FEET
 MH0405'SOUTH OF THE CENTERLINE OF THE ROAD, AND 5.6 FEET SOUTHWEST OF A
 MH0405'FENCE CORNER.  A STANDARD DISK, STAMPED T 33 1934 AND SET IN THE
 MH0405'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0696 ***********************************************************************
 OO0696  DESIGNATION -  T 34
 OO0696  PID         -  OO0696
 OO0696  STATE/COUNTY-  IA/WINNEBAGO
 OO0696  USGS QUAD   -  FOREST CITY (1972)
 OO0696
 OO0696                         *CURRENT SURVEY CONTROL
 OO0696  ___________________________________________________________________
 OO0696* NAD 83(1986)-  43 20 12.     (N)    093 38 16.     (W)     SCALED    
 OO0696* NAVD 88     -       372.084  (meters)    1220.75   (feet)  ADJUSTED  
 OO0696  ___________________________________________________________________
 OO0696  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 OO0696  DYNAMIC HT  -         371.973 (meters)    1220.38  (feet)  COMP
 OO0696  MODELED GRAV-     980,310.3   (mgal)                       NAVD 88
 OO0696
 OO0696  VERT ORDER  -  SECOND    CLASS 0
 OO0696
 OO0696.The horizontal coordinates were scaled from a topographic map and have
 OO0696.an estimated accuracy of +/- 6 seconds.
 OO0696
 OO0696.The orthometric height was determined by differential leveling
 OO0696.and adjusted by the National Geodetic Survey in June 1991..
 OO0696
 OO0696.The geoid height was determined by GEOID03.
 OO0696
 OO0696.The dynamic height is computed by dividing the NAVD 88
 OO0696.geopotential number by the normal gravity value computed on the
 OO0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0696.degrees latitude (g = 980.6199 gals.).
 OO0696
 OO0696.The modeled gravity was interpolated from observed gravity values.
 OO0696
 OO0696;                    North         East    Units  Estimated Accuracy
 OO0696;SPC IA N     - 1,204,030.    1,488,830.      MT  (+/- 180 meters Scaled)
 OO0696
 OO0696                          SUPERSEDED SURVEY CONTROL
 OO0696
 OO0696  NGVD 29 (??/??/92)  372.046  (m)         1220.62   (f) ADJ UNCH    2 0
 OO0696
 OO0696.Superseded values are not recommended for survey control.
 OO0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0696.See file dsdata.txt to determine how the superseded data were derived.
 OO0696
 OO0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH483984(NAD 83)
 OO0696_MARKER: DB = BENCH MARK DISK
 OO0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0696_STAMPING: T 34 1934
 OO0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0696+STABILITY: SURFACE MOTION
 OO0696
 OO0696  HISTORY     - Date     Condition        Report By
 OO0696  HISTORY     - 1934     MONUMENTED       CGS
 OO0696  HISTORY     - 1972     POOR             USGS
 OO0696
 OO0696                          STATION DESCRIPTION
 OO0696
 OO0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0696'IN LELAND.
 OO0696'AT LELAND, WINNEBAGO COUNTY, ON THE MINNEAPOLIS AND ST. LOUIS RAILWAY,
 OO0696'45.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, AT A ROAD
 OO0696'CROSSING, 37 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 27.2 FEET EAST
 OO0696'OF THE EAST RAIL, 45 FEET WEST OF A POWER POLE, AND 3.6 FEET NORTH OF
 OO0696'THE NORTH EDGE OF A STREET CURB.  A STANDARD DISK, STAMPED T 34 1934
 OO0696'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 OO0696'GROUND.  NOTE-- THE MINNEAPOLIS AND ST. LOUIS RAILWAY HAS BEEN MERGED
 OO0696'WITH THE CHICAGO AND NORTHWESTERN RAILWAY ON NOVEMBER 1960.
 OO0696
 OO0696                          STATION RECOVERY (1972)
 OO0696
 OO0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0696'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0653 ***********************************************************************
 OO0653  DESIGNATION -  T 35
 OO0653  PID         -  OO0653
 OO0653  STATE/COUNTY-  IA/WORTH
 OO0653  USGS QUAD   -  CARPENTER (1972)
 OO0653
 OO0653                         *CURRENT SURVEY CONTROL
 OO0653  ___________________________________________________________________
 OO0653* NAD 83(1986)-  43 24 26.     (N)    093 04 42.     (W)     SCALED    
 OO0653* NAVD 88     -       370.215  (meters)    1214.61   (feet)  ADJUSTED  
 OO0653  ___________________________________________________________________
 OO0653  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 OO0653  DYNAMIC HT  -         370.145 (meters)    1214.38  (feet)  COMP
 OO0653  MODELED GRAV-     980,417.8   (mgal)                       NAVD 88
 OO0653
 OO0653  VERT ORDER  -  SECOND    CLASS 0
 OO0653
 OO0653.The horizontal coordinates were scaled from a topographic map and have
 OO0653.an estimated accuracy of +/- 6 seconds.
 OO0653
 OO0653.The orthometric height was determined by differential leveling
 OO0653.and adjusted by the National Geodetic Survey in June 1991..
 OO0653
 OO0653.The geoid height was determined by GEOID03.
 OO0653
 OO0653.The dynamic height is computed by dividing the NAVD 88
 OO0653.geopotential number by the normal gravity value computed on the
 OO0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0653.degrees latitude (g = 980.6199 gals.).
 OO0653
 OO0653.The modeled gravity was interpolated from observed gravity values.
 OO0653
 OO0653;                    North         East    Units  Estimated Accuracy
 OO0653;SPC IA N     - 1,211,940.    1,534,160.      MT  (+/- 180 meters Scaled)
 OO0653
 OO0653                          SUPERSEDED SURVEY CONTROL
 OO0653
 OO0653  NGVD 29 (??/??/92)  370.227  (m)         1214.65   (f) ADJ UNCH    2 0
 OO0653
 OO0653.Superseded values are not recommended for survey control.
 OO0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0653.See file dsdata.txt to determine how the superseded data were derived.
 OO0653
 OO0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ936060(NAD 83)
 OO0653_MARKER: DB = BENCH MARK DISK
 OO0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0653_STAMPING: T 35 1934
 OO0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0653+STABILITY: SURFACE MOTION
 OO0653
 OO0653  HISTORY     - Date     Condition        Report By
 OO0653  HISTORY     - 1934     MONUMENTED       CGS
 OO0653  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0653
 OO0653                          STATION DESCRIPTION
 OO0653
 OO0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0653'3.9 MI SW FROM MELTONVILLE.
 OO0653'3.9 MILES SOUTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0653'STATION AT MELTONVILLE, WORTH COUNTY, 3.1 MILES NORTHEAST OF THE
 OO0653'STATION AT BOLON, 83 FEET NORTHEAST OF MILEPOST 39, 45.5 FEET
 OO0653'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, AND 1.5 FEET
 OO0653'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T 35
 OO0653'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 OO0653'GROUND.
 OO0653
 OO0653                          STATION RECOVERY (1972)
 OO0653
 OO0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0298 ***********************************************************************
 OO0298  DESIGNATION -  T 36
 OO0298  PID         -  OO0298
 OO0298  STATE/COUNTY-  IA/CHICKASAW
 OO0298  USGS QUAD   -  BASSETT (1971)
 OO0298
 OO0298                         *CURRENT SURVEY CONTROL
 OO0298  ___________________________________________________________________
 OO0298* NAD 83(1986)-  43 03 41.     (N)    092 31 01.     (W)     SCALED    
 OO0298* NAVD 88     -       311.910  (meters)    1023.32   (feet)  ADJUSTED  
 OO0298  ___________________________________________________________________
 OO0298  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 OO0298  DYNAMIC HT  -         311.816 (meters)    1023.02  (feet)  COMP
 OO0298  MODELED GRAV-     980,310.4   (mgal)                       NAVD 88
 OO0298
 OO0298  VERT ORDER  -  SECOND    CLASS 0
 OO0298
 OO0298.The horizontal coordinates were scaled from a topographic map and have
 OO0298.an estimated accuracy of +/- 6 seconds.
 OO0298
 OO0298.The orthometric height was determined by differential leveling
 OO0298.and adjusted by the National Geodetic Survey in June 1991..
 OO0298
 OO0298.The geoid height was determined by GEOID03.
 OO0298
 OO0298.The dynamic height is computed by dividing the NAVD 88
 OO0298.geopotential number by the normal gravity value computed on the
 OO0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0298.degrees latitude (g = 980.6199 gals.).
 OO0298
 OO0298.The modeled gravity was interpolated from observed gravity values.
 OO0298
 OO0298;                    North         East    Units  Estimated Accuracy
 OO0298;SPC IA N     - 1,173,900.    1,580,080.      MT  (+/- 180 meters Scaled)
 OO0298
 OO0298                          SUPERSEDED SURVEY CONTROL
 OO0298
 OO0298  NGVD 29 (??/??/92)  311.907  (m)         1023.31   (f) ADJ UNCH    2 0
 OO0298
 OO0298.Superseded values are not recommended for survey control.
 OO0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0298.See file dsdata.txt to determine how the superseded data were derived.
 OO0298
 OO0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH393677(NAD 83)
 OO0298_MARKER: DB = BENCH MARK DISK
 OO0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0298_STAMPING: T 36 1934
 OO0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0298+STABILITY: SURFACE MOTION
 OO0298
 OO0298  HISTORY     - Date     Condition        Report By
 OO0298  HISTORY     - 1934     MONUMENTED       CGS
 OO0298  HISTORY     - 1968     GOOD             USGS
 OO0298
 OO0298                          STATION DESCRIPTION
 OO0298
 OO0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0298'IN BASSETT.
 OO0298'AT BASSETT, CHICKASAW COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OO0298'PACIFIC RAILROAD, 57 YARDS WEST OF THE STATION, 56 FEET SOUTH OF THE
 OO0298'SOUTH RAIL OF THE MAIN TRACK, 13.6 FEET SOUTH OF THE SOUTH RAIL OF THE
 OO0298'SOUTH SIDETRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 OO0298'STAMPED T 36 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 OO0298'INCH ABOVE GROUND.
 OO0298
 OO0298                          STATION RECOVERY (1968)
 OO0298
 OO0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OO0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON1328 ***********************************************************************
 ON1328  DESIGNATION -  T 37 RESET
 ON1328  PID         -  ON1328
 ON1328  STATE/COUNTY-  IA/WINNESHIEK
 ON1328  USGS QUAD   -  CALMAR (1981)
 ON1328
 ON1328                         *CURRENT SURVEY CONTROL
 ON1328  ___________________________________________________________________
 ON1328* NAD 83(1986)-  43 09 27.     (N)    091 46 33.     (W)     SCALED    
 ON1328* NAVD 88     -       385.03   (meters)    1263.2    (feet)  RESET     
 ON1328  ___________________________________________________________________
 ON1328  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 ON1328
 ON1328  VERT ORDER  -  THIRD
 ON1328
 ON1328.The horizontal coordinates were scaled from a topographic map and have
 ON1328.an estimated accuracy of +/- 6 seconds.
 ON1328
 ON1328.The orthometric height was computed from unverified reset data.
 ON1328
 ON1328.The geoid height was determined by GEOID03.
 ON1328
 ON1328;                    North         East    Units  Estimated Accuracy
 ON1328;SPC IA N     - 1,185,540.    1,640,220.      MT  (+/- 180 meters Scaled)
 ON1328
 ON1328                          SUPERSEDED SURVEY CONTROL
 ON1328
 ON1328  NGVD 29 (05/12/04)  385.05   (m)         1263.3    (f) RESET       3  
 ON1328
 ON1328.Superseded values are not recommended for survey control.
 ON1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1328.See file dsdata.txt to determine how the superseded data were derived.
 ON1328
 ON1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH995790(NAD 83)
 ON1328_MARKER: DB = BENCH MARK DISK
 ON1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1328_SP_SET: CONCRETE POST
 ON1328_STAMPING: T 37 RESET 1984
 ON1328_MARK LOGO: NGS   
 ON1328_PROJECTION: PROJECTING 10 CENTIMETERS
 ON1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1328+STABILITY: SURFACE MOTION
 ON1328
 ON1328  HISTORY     - Date     Condition        Report By
 ON1328  HISTORY     - 1984     MONUMENTED       NGS
 ON1328
 ON1328                          STATION DESCRIPTION
 ON1328
 ON1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 ON1328'2.4 KM (1.50 MI) NW FROM OSSIAN.
 ON1328'2.41 KM (1.50 MI) WEST AND NORTH ALONG U.S. HIGHWAY 52, FROM THE POST
 ON1328'OFFICE IN OSSIAN, TO THE MARK ON THE LEFT, AT A FENCE CORNER, ABOUT
 ON1328'75 M (246.1 FT) SOUTH OF HIGHWAY MILE MARKER 135, 20.6 M (67.6 FT)
 ON1328'WEST FROM THE CENTERLINE OF THE HIGHWAY, 1.16 M (3.8 FT) SOUTH FROM
 ON1328'THE FENCE CORNER POST AND A HIGHWAY RIGHT-OF-WAY MARKER POST, 0.45 M
 ON1328'(1.5 FT) EAST FROM THE NORTH/SOUTH FENCE.
 ON1328'THE MARK IS 0.36 METERS  N FROM  A WITNESS POST
 ON1328'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0214 ***********************************************************************
 OO0214  DESIGNATION -  T 38
 OO0214  PID         -  OO0214
 OO0214  STATE/COUNTY-  IA/CHICKASAW
 OO0214  USGS QUAD   -  NEW HAMPTON (1972)
 OO0214
 OO0214                         *CURRENT SURVEY CONTROL
 OO0214  ___________________________________________________________________
 OO0214* NAD 83(1986)-  43 01 51.     (N)    092 17 03.     (W)     SCALED    
 OO0214* NAVD 88     -       350.977  (meters)    1151.50   (feet)  ADJUSTED  
 OO0214  ___________________________________________________________________
 OO0214  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 OO0214  DYNAMIC HT  -         350.877 (meters)    1151.17  (feet)  COMP
 OO0214  MODELED GRAV-     980,325.0   (mgal)                       NAVD 88
 OO0214
 OO0214  VERT ORDER  -  SECOND    CLASS 0
 OO0214
 OO0214.The horizontal coordinates were scaled from a topographic map and have
 OO0214.an estimated accuracy of +/- 6 seconds.
 OO0214
 OO0214.The orthometric height was determined by differential leveling
 OO0214.and adjusted by the National Geodetic Survey in June 1991..
 OO0214
 OO0214.The geoid height was determined by GEOID03.
 OO0214
 OO0214.The dynamic height is computed by dividing the NAVD 88
 OO0214.geopotential number by the normal gravity value computed on the
 OO0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0214.degrees latitude (g = 980.6199 gals.).
 OO0214
 OO0214.The modeled gravity was interpolated from observed gravity values.
 OO0214
 OO0214;                    North         East    Units  Estimated Accuracy
 OO0214;SPC IA N     - 1,170,760.    1,599,080.      MT  (+/- 180 meters Scaled)
 OO0214
 OO0214                          SUPERSEDED SURVEY CONTROL
 OO0214
 OO0214  NGVD 29 (??/??/92)  350.979  (m)         1151.50   (f) ADJ UNCH    2 0
 OO0214
 OO0214.Superseded values are not recommended for survey control.
 OO0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0214.See file dsdata.txt to determine how the superseded data were derived.
 OO0214
 OO0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH583644(NAD 83)
 OO0214_MARKER: DB = BENCH MARK DISK
 OO0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0214_STAMPING: T 38 1934
 OO0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0214+STABILITY: SURFACE MOTION
 OO0214
 OO0214  HISTORY     - Date     Condition        Report By
 OO0214  HISTORY     - 1934     MONUMENTED       CGS
 OO0214  HISTORY     - 1942     GOOD             NGS
 OO0214  HISTORY     - 1984     MARK NOT FOUND   NGS
 OO0214
 OO0214                          STATION DESCRIPTION
 OO0214
 OO0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OO0214'1.3 MI NW FROM BOYD.
 OO0214'1.3 MILES NORTHWEST ALONG THE CHICAGO, GREAT WESTERN RAILROAD FROM THE
 OO0214'STATION AT BOYD, 0.2 MILE SOUTHEAST OF MILEPOST 148, AT A FARM-ROAD
 OO0214'CROSSING, 67 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 44.8 FEET
 OO0214'NORTHEAST OF THE NORTHEAST RAIL, 7.4 FEET NORTHEAST OF A POLE, AND 2.2
 OO0214'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T
 OO0214'38 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 OO0214'ABOVE GROUND.
 OO0214
 OO0214                          STATION RECOVERY (1984)
 OO0214
 OO0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OO0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0179 ***********************************************************************
 NK0179  FBN         -  This is a Federal Base Network Control Station.
 NK0179  DESIGNATION -  T 39
 NK0179  PID         -  NK0179
 NK0179  STATE/COUNTY-  IA/CHICKASAW
 NK0179  USGS QUAD   -  NASHUA (1971)
 NK0179
 NK0179                         *CURRENT SURVEY CONTROL
 NK0179  ___________________________________________________________________
 NK0179* NAD 83(1996)-  42 58 48.74439(N)    092 32 21.95183(W)     ADJUSTED  
 NK0179* NAVD 88     -       299.264  (meters)     981.84   (feet)  ADJUSTED  
 NK0179  ___________________________________________________________________
 NK0179  X           -    -207,075.000 (meters)                     COMP
 NK0179  Y           -  -4,669,059.085 (meters)                     COMP
 NK0179  Z           -   4,326,076.083 (meters)                     COMP
 NK0179  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 NK0179  ELLIP HEIGHT-         268.05  (meters)          (07/28/03) GPS OBS
 NK0179  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 NK0179  DYNAMIC HT  -         299.171 (meters)     981.53  (feet)  COMP
 NK0179  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 NK0179
 NK0179  HORZ ORDER  -  A
 NK0179  VERT ORDER  -  SECOND    CLASS 0
 NK0179  ELLP ORDER  -  FOURTH    CLASS I
 NK0179
 NK0179.The horizontal coordinates were established by GPS observations
 NK0179.and adjusted by the National Geodetic Survey in July 1997..
 NK0179
 NK0179.The orthometric height was determined by differential leveling
 NK0179.and adjusted by the National Geodetic Survey in June 1991..
 NK0179
 NK0179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0179
 NK0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0179
 NK0179.The ellipsoidal height was determined by GPS observations
 NK0179.and is referenced to NAD 83.
 NK0179
 NK0179.The geoid height was determined by GEOID03.
 NK0179
 NK0179.The dynamic height is computed by dividing the NAVD 88
 NK0179.geopotential number by the normal gravity value computed on the
 NK0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0179.degrees latitude (g = 980.6199 gals.).
 NK0179
 NK0179.The modeled gravity was interpolated from observed gravity values.
 NK0179
 NK0179;                    North         East     Units Scale Factor Converg.
 NK0179;SPC IA N     - 1,164,863.539 1,578,346.055   MT  0.99996022   +0 39 03.7
 NK0179;UTM  15      - 4,758,719.694   537,552.292   MT  0.99961735   +0 18 50.4
 NK0179
 NK0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0179!SPC IA N     -   0.99995797  x   0.99996022  =   0.99991819
 NK0179!UTM  15      -   0.99995797  x   0.99961735  =   0.99957533
 NK0179
 NK0179                          SUPERSEDED SURVEY CONTROL
 NK0179
 NK0179  ELLIP H (07/24/97)  268.08   (m)                       GP(       ) 1 1
 NK0179  NAD 83(1986)-  42 58 48.73892(N)    092 32 21.94697(W) AD(       ) 3
 NK0179  NAVD 88 (07/24/97)  299.26   (m)          981.8    (f) LEVELING    3  
 NK0179  NGVD 29 (??/??/92)  299.259  (m)          981.82   (f) ADJ UNCH    2 0
 NK0179
 NK0179.Superseded values are not recommended for survey control.
 NK0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0179.See file dsdata.txt to determine how the superseded data were derived.
 NK0179
 NK0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3755258720(NAD 83)
 NK0179_MARKER: DB = BENCH MARK DISK
 NK0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0179_SP_SET: CONCRETE POST
 NK0179_STAMPING: T 39 1934
 NK0179_MARK LOGO: CGS   
 NK0179_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0179+STABILITY: SURFACE MOTION
 NK0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0179+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 NK0179
 NK0179  HISTORY     - Date     Condition        Report By
 NK0179  HISTORY     - 1934     MONUMENTED       CGS
 NK0179  HISTORY     - 1978     GOOD             LOCENG
 NK0179  HISTORY     - 19890825 GOOD             NGS
 NK0179  HISTORY     - 19961004 GOOD             NGS
 NK0179  HISTORY     - 20021031 GOOD             JCLS
 NK0179  HISTORY     - 20030205 GOOD             AERSVC
 NK0179
 NK0179                          STATION DESCRIPTION
 NK0179
 NK0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0179'2.2 MI N FROM NASHUA.
 NK0179'2.2 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NK0179'STATION AT NASHUA, CHICKASAW COUNTY, 70 FEET NORTHWEST OF A
 NK0179'SECTION-ROAD CROSSING, 43.3 FEET WEST OF THE WEST RAIL, AND
 NK0179'3.9 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 NK0179'STAMPED T 39 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0179'PROJECTING 6 INCHES ABOVE GROUND.
 NK0179
 NK0179                          STATION RECOVERY (1978)
 NK0179
 NK0179'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 NK0179'RECOVERED IN GOOD CONDITION.
 NK0179
 NK0179                          STATION RECOVERY (1989)
 NK0179
 NK0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NK0179'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF NASHUA, AT THE
 NK0179'INTERSECTION OF A GRAVEL ROAD AND RAILROAD TRACKS.
 NK0179'OWNERSHIP--ILLINOIS CENTRAL RAILROAD. NEED ADDRESS.
 NK0179'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 218 AND STATE
 NK0179'HIGHWAY 346, AT THE NORTHWEST CORNER OF NASHUA, GO EAST ON STATE
 NK0179'HIGHWAY 346 FOR 1.5 KM (0.95 MI) TO THE JUNCTION OF COUNTY ROAD T 76
 NK0179'(MAPLE STREET) ON THE LEFT.  TURN LEFT, NORTH, ON COUNTY ROAD T 76 FOR
 NK0179'2.6 KM (1.60 MI) TO THE INTERSECTION OF A GRAVEL ROAD.  TURN LEFT,
 NK0179'WEST, ON THE GRAVEL ROAD FOR 0.3 KM (0.20 MI) TO A RAILROAD CROSSING
 NK0179'AND THE STATION ON THE RIGHT.
 NK0179'THE STATION IS A STANDARD CGS BENCHMARK DISK SET ABOUT FLUSH WITH THE
 NK0179'GROUND.  LOCATED 15.0 M (49.2 FT) NORTH OF THE CENTER OF THE ROAD,
 NK0179'13.2 M (43.3 FT) WEST OF THE WEST RAIL OF THE TRACKS, 4.2 M (13.8 FT)
 NK0179'NORTH OF THE SOUTHEAST CORNER POST OF A FENCE, 1.2 M (3.9 FT) EAST OF
 NK0179'THE FENCE, 0.3 M (1.0 FT) EAST OF A METAL WITNESS POST AND 0.3 M
 NK0179'(1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 NK0179'DESCRIBED BY M. L. MCCREADY.
 NK0179
 NK0179                          STATION RECOVERY (1996)
 NK0179
 NK0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 NK0179'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF NASHUA, IA.,
 NK0179'NEAR AND NORTHWEST OF THE INTERSECTION OF 260TH.  STREET (GRAVEL) ,
 NK0179'AND A RAILROAD CROSSING, JUST EAST OF A FENCE.  OWNERSHIP--ILLINOIS
 NK0179'CENTRAL RAILROAD.  NO ADDRESS OR PHONE NUMBER.  NOTE--THIS STATION IS
 NK0179'AN (FBN STATION) .  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 NK0179'HIGHWAY 218 AND STATE HIGHWAY 346 AT THE NORTHWEST CORNER OF NASHUA,
 NK0179'GO EAST, 1.5 KM (0.95 MI) ALONG HIGHWAY 346 TO THE JUNCTION OF COUNTY
 NK0179'ROAD T 76 (MAPLE STREET CITY/ ASHERTON AVENUE RURAL) ON THE LEFT. TURN
 NK0179'LEFT, NORTH, 2.7 KM (1.65 MI) ALONG COUNTY T 76 TO THE INTERSECTION OF
 NK0179'ASHERTON AVENUE AND 260TH.  STREET.  TURN LEFT, WEST, 0.3 KM (0.20 MI)
 NK0179'ALONG THE GRAVEL ROAD TO A RAILROAD CROSSING.  CROSS OVER THE TRACKS
 NK0179'TO THE STATION ON THE RIGHT, NORTHWEST OF THE CROSSING AND JUST EAST
 NK0179'OF A FENCE AND WITNESS POST.  STATION IS 14.8 M (48.6 FT) NORTH OF THE
 NK0179'ROAD CENTER, 13.2 M (43.3 FT) WEST OF THE TRACKS WEST RAIL, 4.6 M
 NK0179'(15.1 FT) NORTH OF THE FENCES SOUTHEAST CORNER POST, 1.0 M (3.3 FT)
 NK0179'EAST OF THE FENCE, 0.8 M (2.6 FT) EAST OF A (PINK) STATE GEODETIC
 NK0179'SURVEY MARKER/HARN STATION WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A
 NK0179'WITNESS POST, 0.2 M (0.7 FT) EAST OF A METAL WITNESS POST, AND THE
 NK0179'MONUMENT IS ABOUT LEVEL WITH THE ROAD AND PROJECTING ABOUT 0.1 M (0.3
 NK0179'FT) ABOVE THE GROUND SURFACE.  BY R.G. HAYES
 NK0179
 NK0179                          STATION RECOVERY (2002)
 NK0179
 NK0179'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 NK0179'RECOVERED IN GOOD CONDITION.
 NK0179
 NK0179                          STATION RECOVERY (2003)
 NK0179
 NK0179'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2003 (DO)
 NK0179'RECOVERED AS DESCRIBED.
 NK0179'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0200 ***********************************************************************
 MH0200  DESIGNATION -  T 4
 MH0200  PID         -  MH0200
 MH0200  STATE/COUNTY-  IA/POLK
 MH0200  USGS QUAD   -  ALTOONA (1972)
 MH0200
 MH0200                         *CURRENT SURVEY CONTROL
 MH0200  ___________________________________________________________________
 MH0200* NAD 83(1986)-  41 39 25.     (N)    093 25 32.     (W)     SCALED    
 MH0200* NAVD 88     -       286.077  (meters)     938.57   (feet)  ADJUSTED  
 MH0200  ___________________________________________________________________
 MH0200  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MH0200  DYNAMIC HT  -         285.955 (meters)     938.17  (feet)  COMP
 MH0200  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 MH0200
 MH0200  VERT ORDER  -  FIRST     CLASS II
 MH0200
 MH0200.The horizontal coordinates were scaled from a topographic map and have
 MH0200.an estimated accuracy of +/- 6 seconds.
 MH0200
 MH0200.The orthometric height was determined by differential leveling
 MH0200.and adjusted by the National Geodetic Survey in June 1991..
 MH0200
 MH0200.The geoid height was determined by GEOID03.
 MH0200
 MH0200.The dynamic height is computed by dividing the NAVD 88
 MH0200.geopotential number by the normal gravity value computed on the
 MH0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0200.degrees latitude (g = 980.6199 gals.).
 MH0200
 MH0200.The modeled gravity was interpolated from observed gravity values.
 MH0200
 MH0200;                    North         East    Units  Estimated Accuracy
 MH0200;SPC IA S     -   184,010.      506,200.      MT  (+/- 180 meters Scaled)
 MH0200
 MH0200                          SUPERSEDED SURVEY CONTROL
 MH0200
 MH0200  NGVD 29 (??/??/92)  286.037  (m)          938.44   (f) ADJ UNCH    1 2
 MH0200
 MH0200.Superseded values are not recommended for survey control.
 MH0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0200.See file dsdata.txt to determine how the superseded data were derived.
 MH0200
 MH0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG645117(NAD 83)
 MH0200_MARKER: DB = BENCH MARK DISK
 MH0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0200_STAMPING: 938.440 T 1930
 MH0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0200+STABILITY: SURFACE MOTION
 MH0200
 MH0200  HISTORY     - Date     Condition        Report By
 MH0200  HISTORY     - 1930     MONUMENTED       CGS
 MH0200  HISTORY     - 1934     GOOD             NGS
 MH0200  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0200
 MH0200                          STATION DESCRIPTION
 MH0200
 MH0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0200'2.1 MI SE FROM ALTOONA.
 MH0200'2.1 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0200'RAILWAY FROM ALTOONA, POLK COUNTY, 8 FEET EAST OF THE EAST FENCE
 MH0200'LINE OF A NORTH-AND-SOUTH ROAD FENCED 48 FEET WIDE, AND 32 FEET
 MH0200'NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 MH0200'938.440 T 1930 AND SET IN THE TOP OF A CONCRETE POST.
 MH0200
 MH0200                          STATION RECOVERY (1995)
 MH0200
 MH0200'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0243 ***********************************************************************
 OO0243  DESIGNATION -  T 41
 OO0243  PID         -  OO0243
 OO0243  STATE/COUNTY-  IA/HOWARD
 OO0243  USGS QUAD   -  CRESCO NW (1981)
 OO0243
 OO0243                         *CURRENT SURVEY CONTROL
 OO0243  ___________________________________________________________________
 OO0243* NAD 83(1986)-  43 24 05.     (N)    092 11 06.     (W)     SCALED    
 OO0243* NAVD 88     -       394.334  (meters)    1293.74   (feet)  ADJUSTED  
 OO0243  ___________________________________________________________________
 OO0243  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 OO0243  DYNAMIC HT  -         394.234 (meters)    1293.42  (feet)  COMP
 OO0243  MODELED GRAV-     980,356.0   (mgal)                       NAVD 88
 OO0243
 OO0243  VERT ORDER  -  SECOND    CLASS 0
 OO0243
 OO0243.The horizontal coordinates were scaled from a topographic map and have
 OO0243.an estimated accuracy of +/- 6 seconds.
 OO0243
 OO0243.The orthometric height was determined by differential leveling
 OO0243.and adjusted by the National Geodetic Survey in June 1991..
 OO0243
 OO0243.The geoid height was determined by GEOID03.
 OO0243
 OO0243.The dynamic height is computed by dividing the NAVD 88
 OO0243.geopotential number by the normal gravity value computed on the
 OO0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0243.degrees latitude (g = 980.6199 gals.).
 OO0243
 OO0243.The modeled gravity was interpolated from observed gravity values.
 OO0243
 OO0243;                    North         East    Units  Estimated Accuracy
 OO0243;SPC IA N     - 1,212,040.    1,606,520.      MT  (+/- 180 meters Scaled)
 OO0243
 OO0243                          SUPERSEDED SURVEY CONTROL
 OO0243
 OO0243  NGVD 29 (??/??/92)  394.326  (m)         1293.72   (f) ADJ UNCH    2 0
 OO0243
 OO0243.Superseded values are not recommended for survey control.
 OO0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0243.See file dsdata.txt to determine how the superseded data were derived.
 OO0243
 OO0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ659057(NAD 83)
 OO0243_MARKER: DB = BENCH MARK DISK
 OO0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0243_STAMPING: T 41 1934
 OO0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0243+STABILITY: SURFACE MOTION
 OO0243
 OO0243  HISTORY     - Date     Condition        Report By
 OO0243  HISTORY     - 1934     MONUMENTED       CGS
 OO0243
 OO0243                          STATION DESCRIPTION
 OO0243
 OO0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0243'4.6 MI NW FROM CRESCO.
 OO0243'4.6 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0243'RAILROAD FROM THE STATION AT CRESCO, HOWARD COUNTY, 1.4 MILES
 OO0243'SOUTHEAST OF THE STATION AT BONAIR, 100 FEET SOUTH OF THE CENTER OF A
 OO0243'FARM-TRAIL CROSSING, 44.4 FEET WEST OF THE WEST RAIL, 6 FEET WEST OF A
 OO0243'POLE, AND 2.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OO0243'STAMPED T 41 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 OO0243'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0471 ***********************************************************************
 ON0471  DESIGNATION -  T 42
 ON0471  PID         -  ON0471
 ON0471  STATE/COUNTY-  IA/WINNESHIEK
 ON0471  USGS QUAD   -  BURR OAK (1981)
 ON0471
 ON0471                         *CURRENT SURVEY CONTROL
 ON0471  ___________________________________________________________________
 ON0471* NAD 83(1986)-  43 23 23.     (N)    091 49 45.     (W)     SCALED    
 ON0471* NAVD 88     -       350.642  (meters)    1150.40   (feet)  ADJUSTED  
 ON0471  ___________________________________________________________________
 ON0471  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ON0471  DYNAMIC HT  -         350.564 (meters)    1150.14  (feet)  COMP
 ON0471  MODELED GRAV-     980,386.9   (mgal)                       NAVD 88
 ON0471
 ON0471  VERT ORDER  -  SECOND    CLASS 0
 ON0471
 ON0471.The horizontal coordinates were scaled from a topographic map and have
 ON0471.an estimated accuracy of +/- 6 seconds.
 ON0471
 ON0471.The orthometric height was determined by differential leveling
 ON0471.and adjusted by the National Geodetic Survey in June 1991..
 ON0471
 ON0471.The geoid height was determined by GEOID03.
 ON0471
 ON0471.The dynamic height is computed by dividing the NAVD 88
 ON0471.geopotential number by the normal gravity value computed on the
 ON0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0471.degrees latitude (g = 980.6199 gals.).
 ON0471
 ON0471.The modeled gravity was interpolated from observed gravity values.
 ON0471
 ON0471;                    North         East    Units  Estimated Accuracy
 ON0471;SPC IA N     - 1,211,250.    1,635,370.      MT  (+/- 180 meters Scaled)
 ON0471
 ON0471                          SUPERSEDED SURVEY CONTROL
 ON0471
 ON0471  NGVD 29 (??/??/92)  350.661  (m)         1150.46   (f) ADJ UNCH    2 0
 ON0471
 ON0471.Superseded values are not recommended for survey control.
 ON0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0471.See file dsdata.txt to determine how the superseded data were derived.
 ON0471
 ON0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ948047(NAD 83)
 ON0471_MARKER: DB = BENCH MARK DISK
 ON0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0471_STAMPING: T 42 1934
 ON0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0471+STABILITY: SURFACE MOTION
 ON0471
 ON0471  HISTORY     - Date     Condition        Report By
 ON0471  HISTORY     - 1934     MONUMENTED       CGS
 ON0471
 ON0471                          STATION DESCRIPTION
 ON0471
 ON0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0471'5.6 MI S FROM BURROAK.
 ON0471'5.6 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE AT
 ON0471'BURROAK, WINNESHIEK COUNTY, 0.2 MILE NORTHWEST OF THE JUNCTION
 ON0471'OF A ROAD LEADING NORTH, 1/8 MILE SOUTH OF A SCHOOLHOUSE, 80
 ON0471'YARDS SOUTHEAST OF A FARM ENTRANCE, 38.6 FEET NORTHEAST OF THE
 ON0471'HIGHWAY, AND 1.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A
 ON0471'STANDARD DISK, STAMPED T 42 1934 AND SET IN THE TOP OF A CONCRETE
 ON0471'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0472 ***********************************************************************
 ON0472  DESIGNATION -  T 42 RESET
 ON0472  PID         -  ON0472
 ON0472  STATE/COUNTY-  IA/WINNESHIEK
 ON0472  USGS QUAD   -  BURR OAK (1981)
 ON0472
 ON0472                         *CURRENT SURVEY CONTROL
 ON0472  ___________________________________________________________________
 ON0472* NAD 83(1986)-  43 23 23.     (N)    091 49 45.     (W)     SCALED    
 ON0472* NAVD 88     -       352.16   (meters)    1155.4    (feet)  RESET     
 ON0472  ___________________________________________________________________
 ON0472  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ON0472
 ON0472  VERT ORDER  -  THIRD
 ON0472
 ON0472.The horizontal coordinates were scaled from a topographic map and have
 ON0472.an estimated accuracy of +/- 6 seconds.
 ON0472
 ON0472.The orthometric height was computed from unverified reset data.
 ON0472
 ON0472.The geoid height was determined by GEOID03.
 ON0472
 ON0472;                    North         East    Units  Estimated Accuracy
 ON0472;SPC IA N     - 1,211,250.    1,635,370.      MT  (+/- 180 meters Scaled)
 ON0472
 ON0472                          SUPERSEDED SURVEY CONTROL
 ON0472
 ON0472.No superseded survey control is available for this station.
 ON0472
 ON0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ948047(NAD 83)
 ON0472_MARKER: DB = BENCH MARK DISK
 ON0472_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0472_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0472_STAMPING: T 42 RESET 1973
 ON0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0472
 ON0472  HISTORY     - Date     Condition        Report By
 ON0472  HISTORY     - 1973     MONUMENTED       NGS
 ON0472
 ON0472                          STATION DESCRIPTION
 ON0472
 ON0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 ON0472'2 MI S FROM BURR OAK.
 ON0472'5.5 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE
 ON0472'IN BURROAK, TWO FARM HOMES ON THE EAST SIDE OF THE ROAD, 60.5
 ON0472'FEET WEST OF THE SOUTHWEST CORNER OF ATTACHED ROOM TO WEST SIDE
 ON0472'OF A HOUSE, 17 FEET WEST OF A TWIN-TRUNKED OAK TREE AND 1.5 FEET
 ON0472'SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 ON0472'1
 ON0472'THE BENCH MARK IS A STANDARD DISK STAMPED T 42 RESET 1973,
 ON0472'SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10 INCH
 ON0472'STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND
 ON0472'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0124 ***********************************************************************
 MH0124  DESIGNATION -  T 5
 MH0124  PID         -  MH0124
 MH0124  STATE/COUNTY-  IA/MAHASKA
 MH0124  USGS QUAD   -  EDDYVILLE (1968)
 MH0124
 MH0124                         *CURRENT SURVEY CONTROL
 MH0124  ___________________________________________________________________
 MH0124* NAD 83(1986)-  41 12 55.     (N)    092 39 17.     (W)     SCALED    
 MH0124* NAVD 88     -       209.925  (meters)     688.73   (feet)  ADJUSTED  
 MH0124  ___________________________________________________________________
 MH0124  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 MH0124  DYNAMIC HT  -         209.832 (meters)     688.42  (feet)  COMP
 MH0124  MODELED GRAV-     980,177.4   (mgal)                       NAVD 88
 MH0124
 MH0124  VERT ORDER  -  FIRST     CLASS II
 MH0124
 MH0124.The horizontal coordinates were scaled from a topographic map and have
 MH0124.an estimated accuracy of +/- 6 seconds.
 MH0124
 MH0124.The orthometric height was determined by differential leveling
 MH0124.and adjusted by the National Geodetic Survey in June 1991..
 MH0124
 MH0124.The geoid height was determined by GEOID03.
 MH0124
 MH0124.The dynamic height is computed by dividing the NAVD 88
 MH0124.geopotential number by the normal gravity value computed on the
 MH0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0124.degrees latitude (g = 980.6199 gals.).
 MH0124
 MH0124.The modeled gravity was interpolated from observed gravity values.
 MH0124
 MH0124;                    North         East    Units  Estimated Accuracy
 MH0124;SPC IA S     -   135,300.      570,880.      MT  (+/- 180 meters Scaled)
 MH0124
 MH0124                          SUPERSEDED SURVEY CONTROL
 MH0124
 MH0124  NGVD 29 (??/??/92)  209.909  (m)          688.68   (f) ADJ UNCH    1 2
 MH0124
 MH0124.Superseded values are not recommended for survey control.
 MH0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0124.See file dsdata.txt to determine how the superseded data were derived.
 MH0124
 MH0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF289627(NAD 83)
 MH0124_MARKER: DB = BENCH MARK DISK
 MH0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0124_SP_SET: BRIDGE
 MH0124_STAMPING: 688.676 T 5 1930
 MH0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0124
 MH0124  HISTORY     - Date     Condition        Report By
 MH0124  HISTORY     - 1930     MONUMENTED       CGS
 MH0124  HISTORY     - 1934     GOOD             NGS
 MH0124
 MH0124                          STATION DESCRIPTION
 MH0124
 MH0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0124'1 MI S FROM GIVIN.
 MH0124'1.0 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MH0124'FROM GIVIN, MAHASKA COUNTY, AT BRIDGE 957, AND IN THE TOP OF THE
 MH0124'EAST END OF THE SOUTH ABUTMENT.  A STANDARD DISK, STAMPED 688.676
 MH0124'T 5 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0468 ***********************************************************************
 MG0468  DESIGNATION -  T 6
 MG0468  PID         -  MG0468
 MG0468  STATE/COUNTY-  IA/WASHINGTON
 MG0468  USGS QUAD   -  WEST CHESTER (1973)
 MG0468
 MG0468                         *CURRENT SURVEY CONTROL
 MG0468  ___________________________________________________________________
 MG0468* NAD 83(1986)-  41 15 21.     (N)    091 50 57.     (W)     SCALED    
 MG0468* NAVD 88     -       225.470  (meters)     739.73   (feet)  ADJUSTED  
 MG0468  ___________________________________________________________________
 MG0468  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MG0468  DYNAMIC HT  -         225.374 (meters)     739.41  (feet)  COMP
 MG0468  MODELED GRAV-     980,189.4   (mgal)                       NAVD 88
 MG0468
 MG0468  VERT ORDER  -  FIRST     CLASS II
 MG0468
 MG0468.The horizontal coordinates were scaled from a topographic map and have
 MG0468.an estimated accuracy of +/- 6 seconds.
 MG0468
 MG0468.The orthometric height was determined by differential leveling
 MG0468.and adjusted by the National Geodetic Survey in June 1991..
 MG0468
 MG0468.The geoid height was determined by GEOID03.
 MG0468
 MG0468.The dynamic height is computed by dividing the NAVD 88
 MG0468.geopotential number by the normal gravity value computed on the
 MG0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0468.degrees latitude (g = 980.6199 gals.).
 MG0468
 MG0468.The modeled gravity was interpolated from observed gravity values.
 MG0468
 MG0468;                    North         East    Units  Estimated Accuracy
 MG0468;SPC IA S     -   140,770.      638,340.      MT  (+/- 180 meters Scaled)
 MG0468
 MG0468                          SUPERSEDED SURVEY CONTROL
 MG0468
 MG0468  NGVD 29 (??/??/92)  225.496  (m)          739.81   (f) ADJ UNCH    1 2
 MG0468
 MG0468.Superseded values are not recommended for survey control.
 MG0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0468.See file dsdata.txt to determine how the superseded data were derived.
 MG0468
 MG0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF964677(NAD 83)
 MG0468_MARKER: DB = BENCH MARK DISK
 MG0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0468_STAMPING: 739.815 T 6 1930
 MG0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0468+STABILITY: SURFACE MOTION
 MG0468
 MG0468  HISTORY     - Date     Condition        Report By
 MG0468  HISTORY     - 1930     MONUMENTED       CGS
 MG0468  HISTORY     - 1941     GOOD             NGS
 MG0468  HISTORY     - 1973     MARK NOT FOUND   USGS
 MG0468
 MG0468                          STATION DESCRIPTION
 MG0468
 MG0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0468'AT WELLSTON.
 MG0468'AT WELLSTON, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MG0468'RAILROAD, 69 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 MG0468'STATION, ABOUT 50 YARDS NORTHEAST OF AN OVERHEAD HIGHWAY CROSSING,
 MG0468'100 FEET EAST OF THE EAST FENCE LINE OF A NORTH-AND-SOUTH HIGHWAY,
 MG0468'AND 44 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK.  A
 MG0468'STANDARD DISK, STAMPED 739.815 T 6 1930 AND SET IN THE TOP
 MG0468'OF A CONCRETE POST.
 MG0468
 MG0468                          STATION RECOVERY (1973)
 MG0468
 MG0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 MG0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0185 ***********************************************************************
 LE0185  DESIGNATION -  T 7
 LE0185  PID         -  LE0185
 LE0185  STATE/COUNTY-  IA/APPANOOSE
 LE0185  USGS QUAD   -  CENTERVILLE EAST (1979)
 LE0185
 LE0185                         *CURRENT SURVEY CONTROL
 LE0185  ___________________________________________________________________
 LE0185* NAD 83(1986)-  40 39 24.     (N)    092 45 51.     (W)     SCALED    
 LE0185* NAVD 88     -       253.902  (meters)     833.01   (feet)  ADJUSTED  
 LE0185  ___________________________________________________________________
 LE0185  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LE0185  DYNAMIC HT  -         253.776 (meters)     832.60  (feet)  COMP
 LE0185  MODELED GRAV-     980,121.9   (mgal)                       NAVD 88
 LE0185
 LE0185  VERT ORDER  -  FIRST     CLASS II
 LE0185
 LE0185.The horizontal coordinates were scaled from a topographic map and have
 LE0185.an estimated accuracy of +/- 6 seconds.
 LE0185
 LE0185.The orthometric height was determined by differential leveling
 LE0185.and adjusted by the National Geodetic Survey in June 1991..
 LE0185
 LE0185.The geoid height was determined by GEOID03.
 LE0185
 LE0185.The dynamic height is computed by dividing the NAVD 88
 LE0185.geopotential number by the normal gravity value computed on the
 LE0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0185.degrees latitude (g = 980.6199 gals.).
 LE0185
 LE0185.The modeled gravity was interpolated from observed gravity values.
 LE0185
 LE0185;                    North         East    Units  Estimated Accuracy
 LE0185;SPC IA S     -    73,190.      562,230.      MT  (+/- 180 meters Scaled)
 LE0185
 LE0185                          SUPERSEDED SURVEY CONTROL
 LE0185
 LE0185  NGVD 29 (??/??/92)  253.886  (m)          832.96   (f) ADJ UNCH    1 2
 LE0185
 LE0185.Superseded values are not recommended for survey control.
 LE0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0185.See file dsdata.txt to determine how the superseded data were derived.
 LE0185
 LE0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF199006(NAD 83)
 LE0185_MARKER: DB = BENCH MARK DISK
 LE0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0185_SP_SET: FOUNDATION
 LE0185_STAMPING: 832.849 T 7 1930
 LE0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0185
 LE0185  HISTORY     - Date     Condition        Report By
 LE0185  HISTORY     - 1930     MONUMENTED       CGS
 LE0185  HISTORY     - 1943     GOOD             NGS
 LE0185
 LE0185                          STATION DESCRIPTION
 LE0185
 LE0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0185'AT SEDAN.
 LE0185'AT SEDAN, APPANOOSE COUNTY, ON THE CHICAGO, BURLINGTON, QUINCY
 LE0185'RAILROAD, AT THE RAILROAD WATER TANK, AND IN THE CONCRETE
 LE0185'FOUNDATION NEAREST THE EAST AND WEST LINE OF THE RAILROAD.
 LE0185'A STANDARD DISK, STAMPED 832.849 T 7 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0342 ***********************************************************************
 MG0342  DESIGNATION -  T 70
 MG0342  PID         -  MG0342
 MG0342  STATE/COUNTY-  IA/CLINTON
 MG0342  USGS QUAD   -  WHEATLAND (1991)
 MG0342
 MG0342                         *CURRENT SURVEY CONTROL
 MG0342  ___________________________________________________________________
 MG0342* NAD 83(1986)-  41 49 42.     (N)    090 49 55.     (W)     SCALED    
 MG0342* NAVD 88     -       205.409  (meters)     673.91   (feet)  ADJUSTED  
 MG0342  ___________________________________________________________________
 MG0342  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MG0342  DYNAMIC HT  -         205.336 (meters)     673.67  (feet)  COMP
 MG0342  MODELED GRAV-     980,261.1   (mgal)                       NAVD 88
 MG0342
 MG0342  VERT ORDER  -  SECOND    CLASS 0
 MG0342
 MG0342.The horizontal coordinates were scaled from a topographic map and have
 MG0342.an estimated accuracy of +/- 6 seconds.
 MG0342
 MG0342.The orthometric height was determined by differential leveling
 MG0342.and adjusted by the National Geodetic Survey in June 1991..
 MG0342
 MG0342.The geoid height was determined by GEOID03.
 MG0342
 MG0342.The dynamic height is computed by dividing the NAVD 88
 MG0342.geopotential number by the normal gravity value computed on the
 MG0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0342.degrees latitude (g = 980.6199 gals.).
 MG0342
 MG0342.The modeled gravity was interpolated from observed gravity values.
 MG0342
 MG0342;                    North         East    Units  Estimated Accuracy
 MG0342;SPC IA S     -   206,440.      721,610.      MT  (+/- 180 meters Scaled)
 MG0342
 MG0342                          SUPERSEDED SURVEY CONTROL
 MG0342
 MG0342  NGVD 29 (??/??/92)  205.45   (m)          674.0    (f) COMPUTED    2 0
 MG0342
 MG0342.Superseded values are not recommended for survey control.
 MG0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0342.See file dsdata.txt to determine how the superseded data were derived.
 MG0342
 MG0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG800329(NAD 83)
 MG0342_MARKER: DB = BENCH MARK DISK
 MG0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0342_SP_SET: FOUNDATION
 MG0342_STAMPING: T-70 1934
 MG0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0342+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2004
 MG0342
 MG0342  HISTORY     - Date     Condition        Report By
 MG0342  HISTORY     - 1934     MONUMENTED       CGS
 MG0342  HISTORY     - 1962     GOOD             USGS
 MG0342  HISTORY     - 19941118 MARK NOT FOUND   USPSQD
 MG0342  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MG0342  HISTORY     - 20040926 GOOD             GEOCAC
 MG0342
 MG0342                          STATION DESCRIPTION
 MG0342
 MG0342'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 MG0342'AT WHEATLAND.
 MG0342'IN CLINTON COUNTY, AT WHEATLAND, ABOUT 300 YARDS WEST OF THE
 MG0342'U.S. HIGHWAY 30 OVERPASS OVER THE CHICAGO AND NORTHWESTERN
 MG0342'RAILROAD.  20 FEET EAST OF A 10 X 10 FOOT CONCRETE FOUNDATION
 MG0342'(OLD SIGNAL TOWER POSSIBLY), ABOUT 1 FOOT WEST OF A DISCONTINUED
 MG0342'SIGNAL TOWER BASE.  STANDARD U.S.C. AND G.S. TABLET SET IN A
 MG0342'CONCRETE FOUNDATION.
 MG0342
 MG0342                          STATION RECOVERY (1994)
 MG0342
 MG0342'RECOVERY NOTE BY US POWER SQUADRON 1994
 MG0342'MARK NOT FOUND.
 MG0342
 MG0342                          STATION RECOVERY (2001)
 MG0342
 MG0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MG0342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MG0342
 MG0342                          STATION RECOVERY (2004)
 MG0342
 MG0342'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MG0342'MUCH OF THE FOUNDATION MATERIAL REFERENCED IN PREVIOUS DESCRIPTION HAS
 MG0342'BEEN PUSHED INTO THE DITCH OF THE UNION PACIFIC (FORMER CHICAGO AND
 MG0342'NORTHWESTERN) TRACKS NEAR THIS LOCATION. THE ONE PIECE OF FOUNDATION
 MG0342'FOUND PARTIALLY INTACT AND IN POSITION ON THE SOUTH SIDE OF THE TRACKS
 MG0342'IS THAT UPON WHICH THE BENCHMARK DISK IS MOUNTED.
 MG0342' 
 MG0342'ADJACENT TO THE WEST SIDE OF AN UNUSED 67 INCH BY 69 INCH CONCRETE
 MG0342'FOUNDATION AND 1 FOOT LOWER IS AN UNUSED 42 INCH BY 16 INCH
 MG0342'FOUNDATION. STANDARD BENCHMARK DISK STAMPED T 70 1934 WAS FOUND IN
 MG0342'GOOD CONDITION, WITH SLIGHT MARRING AT THE CENTER, ON THIS LOWER
 MG0342'FOUNDATION 9 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK.
 MG0342' 
 MG0342'MARK IS ABOUT 45 FEET WEST OF THE CENTERLINE OF THE ABANDONED CMSTP
 MG0342'AND P RIGHT OF WAY, CENTERED 7 INCHES FROM THE SOUTH EDGE AND 12
 MG0342'INCHES FROM THE EAST EDGE OF THIS FOUNDATION, 17 INCHES LOWER THAN THE
 MG0342'BASE OF THE RAIL. MARK IS ABOUT 200 YARDS EAST OF A 1/2 MILE MARKER.
 MG0342' 
 MG0342'HANDHELD COORDINATES N 41 DEG 49.715 MIN, W 90 DEG 49.930 MIN. SKY
 MG0342'VIEW FOR GPS RECEPTION PARTIALLY OBSTRUCTED TO THE SOUTH BY A FEW
 MG0342'TREES.
 MG0342' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0518 ***********************************************************************
 NJ0518  DESIGNATION -  T 71
 NJ0518  PID         -  NJ0518
 NJ0518  STATE/COUNTY-  IA/JONES
 NJ0518  USGS QUAD   -  MONTICELLO (1980)
 NJ0518
 NJ0518                         *CURRENT SURVEY CONTROL
 NJ0518  ___________________________________________________________________
 NJ0518* NAD 83(1986)-  42 13 54.     (N)    091 10 54.     (W)     SCALED    
 NJ0518* NAVD 88     -       245.532  (meters)     805.55   (feet)  ADJUSTED  
 NJ0518  ___________________________________________________________________
 NJ0518  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 NJ0518  DYNAMIC HT  -         245.446 (meters)     805.27  (feet)  COMP
 NJ0518  MODELED GRAV-     980,266.7   (mgal)                       NAVD 88
 NJ0518
 NJ0518  VERT ORDER  -  SECOND    CLASS 0
 NJ0518
 NJ0518.The horizontal coordinates were scaled from a topographic map and have
 NJ0518.an estimated accuracy of +/- 6 seconds.
 NJ0518
 NJ0518.The orthometric height was determined by differential leveling
 NJ0518.and adjusted by the National Geodetic Survey in June 1991..
 NJ0518
 NJ0518.The geoid height was determined by GEOID03.
 NJ0518
 NJ0518.The dynamic height is computed by dividing the NAVD 88
 NJ0518.geopotential number by the normal gravity value computed on the
 NJ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0518.degrees latitude (g = 980.6199 gals.).
 NJ0518
 NJ0518.The modeled gravity was interpolated from observed gravity values.
 NJ0518
 NJ0518;                    North         East    Units  Estimated Accuracy
 NJ0518;SPC IA N     - 1,083,900.    1,691,350.      MT  (+/- 180 meters Scaled)
 NJ0518
 NJ0518                          SUPERSEDED SURVEY CONTROL
 NJ0518
 NJ0518  NGVD 29 (??/??/92)  245.559  (m)          805.64   (f) ADJ UNCH    2 0
 NJ0518
 NJ0518.Superseded values are not recommended for survey control.
 NJ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0518.See file dsdata.txt to determine how the superseded data were derived.
 NJ0518
 NJ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG500770(NAD 83)
 NJ0518_MARKER: DB = BENCH MARK DISK
 NJ0518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0518_SP_SET: ABUTMENT
 NJ0518_STAMPING: T 71 1934
 NJ0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0518
 NJ0518  HISTORY     - Date     Condition        Report By
 NJ0518  HISTORY     - 1934     MONUMENTED       CGS
 NJ0518  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0518  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 NJ0518  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0518  HISTORY     - 20050715 MARK NOT FOUND   GEOCAC
 NJ0518
 NJ0518                          STATION DESCRIPTION
 NJ0518
 NJ0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0518'0.7 MI SE FROM MONTICELLO.
 NJ0518'0.7 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0518'PACIFIC RAILROAD FROM THE STATION AT MONTICELLO, JONES COUNTY,
 NJ0518'4-1/2 POLES NORTH OF MILEPOST 67, AT A 100-FOOT STEEL BRIDGE, IN
 NJ0518'THE TOP OF THE WEST END OF THE NORTH LIMESTONE ABUTMENT, BETWEEN
 NJ0518'A BANNISTER AND A GIRDER, 0.5 FOOT WEST OF THE NORTH END OF THE
 NJ0518'WEST GIRDER, 6 FEET WEST OF THE CENTERLINE OF THE TRACK, AND
 NJ0518'ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NJ0518'T 71 1934.
 NJ0518
 NJ0518                          STATION RECOVERY (1977)
 NJ0518
 NJ0518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0518'MARK NOT FOUND.
 NJ0518
 NJ0518                          STATION RECOVERY (1995)
 NJ0518
 NJ0518'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0518'MARK NOT FOUND.
 NJ0518
 NJ0518                          STATION RECOVERY (1998)
 NJ0518
 NJ0518'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0518'MARK NOT FOUND.
 NJ0518
 NJ0518                          STATION RECOVERY (2005)
 NJ0518
 NJ0518'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0518'THE RAILROAD IS ABANDONED AND DISMANTLED. THE ABUTMENT IS PARTIALLY
 NJ0518'DISMANTLED ON THE NORTHWEST SIDE OF THE STREAM. THE LANDOWNER REPORTS
 NJ0518'THE TOP LAYER OF STONE WAS TAKEN WHEN THE BRIDGE WAS DISMANTLED.
 NJ0518' 
 NJ0518'A THOROUGH SEARCH OF THE REMAINING ABUTMENT STONE ON BOTH SIDES OF THE
 NJ0518'STREAM REVEALED NO SIGN OF THE DISK OR ITS SETTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0327 ***********************************************************************
 NJ0327  DESIGNATION -  T 72
 NJ0327  PID         -  NJ0327
 NJ0327  STATE/COUNTY-  IA/DUBUQUE
 NJ0327  USGS QUAD   -  SHERRILL (1972)
 NJ0327
 NJ0327                         *CURRENT SURVEY CONTROL
 NJ0327  ___________________________________________________________________
 NJ0327* NAD 83(1986)-  42 30 55.     (N)    090 50 36.     (W)     SCALED    
 NJ0327* NAVD 88     -       225.727  (meters)     740.57   (feet)  ADJUSTED  
 NJ0327  ___________________________________________________________________
 NJ0327  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 NJ0327  DYNAMIC HT  -         225.656 (meters)     740.34  (feet)  COMP
 NJ0327  MODELED GRAV-     980,302.2   (mgal)                       NAVD 88
 NJ0327
 NJ0327  VERT ORDER  -  SECOND    CLASS 0
 NJ0327
 NJ0327.The horizontal coordinates were scaled from a topographic map and have
 NJ0327.an estimated accuracy of +/- 6 seconds.
 NJ0327
 NJ0327.The orthometric height was determined by differential leveling
 NJ0327.and adjusted by the National Geodetic Survey in June 1991..
 NJ0327
 NJ0327.The geoid height was determined by GEOID03.
 NJ0327
 NJ0327.The dynamic height is computed by dividing the NAVD 88
 NJ0327.geopotential number by the normal gravity value computed on the
 NJ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0327.degrees latitude (g = 980.6199 gals.).
 NJ0327
 NJ0327.The modeled gravity was interpolated from observed gravity values.
 NJ0327
 NJ0327;                    North         East    Units  Estimated Accuracy
 NJ0327;SPC IA N     - 1,116,200.    1,718,280.      MT  (+/- 180 meters Scaled)
 NJ0327
 NJ0327                          SUPERSEDED SURVEY CONTROL
 NJ0327
 NJ0327  NGVD 29 (??/??/92)  225.763  (m)          740.69   (f) ADJ UNCH    2 0
 NJ0327
 NJ0327.Superseded values are not recommended for survey control.
 NJ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0327.See file dsdata.txt to determine how the superseded data were derived.
 NJ0327
 NJ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH771092(NAD 83)
 NJ0327_MARKER: DB = BENCH MARK DISK
 NJ0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0327_SP_SET: ABUTMENT
 NJ0327_STAMPING: T 72 1934
 NJ0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0327
 NJ0327  HISTORY     - Date     Condition        Report By
 NJ0327  HISTORY     - 1934     MONUMENTED       CGS
 NJ0327  HISTORY     - 20060819 GOOD             GEOCAC
 NJ0327
 NJ0327                          STATION DESCRIPTION
 NJ0327
 NJ0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0327'2.1 MI SW FROM BUDD.
 NJ0327'2.1 MILES SOUTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NJ0327'THE STATION AT BUDD, DUBUQUE COUNTY, 19 POLES WEST OF MILEPOST 185,
 NJ0327'AT A 3-SPAN STEEL BRIDGE OVER THE MIDDLE MAQUOKETA RIVER AND A
 NJ0327'HIGHWAY, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT,
 NJ0327'7 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 4 FEET LOWER THAN
 NJ0327'THE TRACK.  A STANDARD DISK, STAMPED T 72 1934.
 NJ0327
 NJ0327                          STATION RECOVERY (2006)
 NJ0327
 NJ0327'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0327'RAILROAD IS DISMANTLED AND RIGHT OF WAY IS NOW A COUNTY
 NJ0327'BICYCLE/WALKING TRAIL CALLED HERITAGE TRAIL. HIGHWAY IN 1934
 NJ0327'DESCRIPTION IS NOW A PRIVATE DRIVE AFTER CROSSING UNDER FORMER
 NJ0327'RAILROAD BRIDGE. MARK IS ABOUT 0.1 MILE GENERALLY WEST ALONG THE TRAIL
 NJ0327'FROM ASBURY ROAD (D-17).
 NJ0327' 
 NJ0327'HANDHELD GPSR READINGS - 42 30 57.2 N 090 50 34.9 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0609 ***********************************************************************
 NJ0609  DESIGNATION -  T 73
 NJ0609  PID         -  NJ0609
 NJ0609  STATE/COUNTY-  IA/DELAWARE
 NJ0609  USGS QUAD   -  DUNDEE (1965)
 NJ0609
 NJ0609                         *CURRENT SURVEY CONTROL
 NJ0609  ___________________________________________________________________
 NJ0609* NAD 83(1986)-  42 35 29.     (N)    091 36 18.     (W)     SCALED    
 NJ0609* NAVD 88     -       321.531  (meters)    1054.89   (feet)  ADJUSTED  
 NJ0609  ___________________________________________________________________
 NJ0609  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 NJ0609  DYNAMIC HT  -         321.442 (meters)    1054.60  (feet)  COMP
 NJ0609  MODELED GRAV-     980,334.3   (mgal)                       NAVD 88
 NJ0609
 NJ0609  VERT ORDER  -  SECOND    CLASS 0
 NJ0609
 NJ0609.The horizontal coordinates were scaled from a topographic map and have
 NJ0609.an estimated accuracy of +/- 6 seconds.
 NJ0609
 NJ0609.The orthometric height was determined by differential leveling
 NJ0609.and adjusted by the National Geodetic Survey in June 1991..
 NJ0609
 NJ0609.The geoid height was determined by GEOID03.
 NJ0609
 NJ0609.The dynamic height is computed by dividing the NAVD 88
 NJ0609.geopotential number by the normal gravity value computed on the
 NJ0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0609.degrees latitude (g = 980.6199 gals.).
 NJ0609
 NJ0609.The modeled gravity was interpolated from observed gravity values.
 NJ0609
 NJ0609;                    North         East    Units  Estimated Accuracy
 NJ0609;SPC IA N     - 1,122,970.    1,655,520.      MT  (+/- 180 meters Scaled)
 NJ0609
 NJ0609                          SUPERSEDED SURVEY CONTROL
 NJ0609
 NJ0609  NGVD 29 (??/??/92)  321.564  (m)         1055.00   (f) ADJ UNCH    2 0
 NJ0609
 NJ0609.Superseded values are not recommended for survey control.
 NJ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0609.See file dsdata.txt to determine how the superseded data were derived.
 NJ0609
 NJ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH144163(NAD 83)
 NJ0609_MARKER: DB = BENCH MARK DISK
 NJ0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0609_SP_SET: ABUTMENT
 NJ0609_STAMPING: T 73 1934
 NJ0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0609
 NJ0609  HISTORY     - Date     Condition        Report By
 NJ0609  HISTORY     - 1934     MONUMENTED       CGS
 NJ0609
 NJ0609                          STATION DESCRIPTION
 NJ0609
 NJ0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0609'2 MI SE FROM LAMONT.
 NJ0609'IN DELAWARE COUNTY, 2.0 MILES SOUTHEAST ALONG THE CHICAGO,
 NJ0609'GREAT WESTERN RAILROAD STATION AT LAMONT, BUCHANAN COUNTY, 19
 NJ0609'POLES WEST OF MILEPOST 228, AT 20-FOOT STEEL BRIDGE 228.57,
 NJ0609'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT,
 NJ0609'6 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1-1/2
 NJ0609'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED T 73 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ1008 ***********************************************************************
 NJ1008  CBN         -  This is a Cooperative Base Network Control Station.
 NJ1008  DESIGNATION -  T 74 RESET
 NJ1008  PID         -  NJ1008
 NJ1008  STATE/COUNTY-  IA/BUCHANAN
 NJ1008  USGS QUAD   -  OELWEIN (1981)
 NJ1008
 NJ1008                         *CURRENT SURVEY CONTROL
 NJ1008  ___________________________________________________________________
 NJ1008* NAD 83(1996)-  42 38 29.69088(N)    091 54 29.56405(W)     ADJUSTED  
 NJ1008* NAVD 88     -       306.18   (meters)    1004.5    (feet)  RESET     
 NJ1008  ___________________________________________________________________
 NJ1008  X           -    -156,476.629 (meters)                     COMP
 NJ1008  Y           -  -4,696,613.518 (meters)                     COMP
 NJ1008  Z           -   4,298,483.629 (meters)                     COMP
 NJ1008  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 NJ1008  ELLIP HEIGHT-         275.42  (meters)          (06/15/04) GPS OBS
 NJ1008  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 NJ1008
 NJ1008  HORZ ORDER  -  B
 NJ1008  VERT ORDER  -  THIRD
 NJ1008  ELLP ORDER  -  FOURTH    CLASS I
 NJ1008
 NJ1008.The horizontal coordinates were established by GPS observations
 NJ1008.and adjusted by the National Geodetic Survey in August 1997..
 NJ1008
 NJ1008.The orthometric height was computed from unverified reset data.
 NJ1008
 NJ1008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ1008
 NJ1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ1008
 NJ1008.The ellipsoidal height was determined by GPS observations
 NJ1008.and is referenced to NAD 83.
 NJ1008
 NJ1008.The geoid height was determined by GEOID03.
 NJ1008
 NJ1008;                    North         East     Units Scale Factor Converg.
 NJ1008;SPC IA N     - 1,128,031.620 1,630,532.960   MT  0.99994547   +1 04 43.8
 NJ1008;UTM  15      - 4,721,591.922   589,505.774   MT  0.99969856   +0 44 22.7
 NJ1008
 NJ1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ1008!SPC IA N     -   0.99995681  x   0.99994547  =   0.99990228
 NJ1008!UTM  15      -   0.99995681  x   0.99969856  =   0.99965538
 NJ1008
 NJ1008                          SUPERSEDED SURVEY CONTROL
 NJ1008
 NJ1008  ELLIP H (08/25/97)  275.48   (m)                       GP(       ) 4 1
 NJ1008  NGVD 29 (05/12/04)  306.21   (m)         1004.6    (f) RESET       3  
 NJ1008
 NJ1008.Superseded values are not recommended for survey control.
 NJ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ1008.See file dsdata.txt to determine how the superseded data were derived.
 NJ1008
 NJ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8950621592(NAD 83)
 NJ1008_MARKER: DV = VERTICAL CONTROL DISK
 NJ1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ1008_SP_SET: CONCRETE POST
 NJ1008_STAMPING: T 74 RESET 1986
 NJ1008_MARK LOGO: NGS   
 NJ1008_PROJECTION: FLUSH
 NJ1008_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ1008+STABILITY: SURFACE MOTION
 NJ1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ1008+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 NJ1008
 NJ1008  HISTORY     - Date     Condition        Report By
 NJ1008  HISTORY     - 1986     MONUMENTED       NGS
 NJ1008  HISTORY     - 19960918 GOOD             IADT
 NJ1008  HISTORY     - 20020508 GOOD             AERSVC
 NJ1008  HISTORY     - 20021010 GOOD             JCLS
 NJ1008
 NJ1008                          STATION DESCRIPTION
 NJ1008
 NJ1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 NJ1008'4.2 KM (2.60 MI) SOUTH FROM OELWEIN.
 NJ1008'4.18 KM (2.60 MI) SOUTH ALONG STATE HIGHWAY 150, FROM ITS JUNCTION
 NJ1008'WITH STATE HIGHWAY 3 IN OELWEIN, AT THE JUNCTION OF STATE HIGHWAY 281
 NJ1008'LEADING WEST AND A GRAVELED ROAD LEADING EAST, JUST SOUTH OF THE
 NJ1008'BUCHANAN/FAYETTE COUNTY LINE 75.9 M (249.0 FT) SOUTH FROM THE
 NJ1008'CENTERLINE OF THE GRAVELED ROAD, 33.5 M (109.9 FT) EAST FROM THE
 NJ1008'CENTERLINE OF HIGHWAY 150.
 NJ1008'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 NJ1008'THE MARK IS 0.6 M BELOW HIGHWAY.
 NJ1008
 NJ1008                          STATION RECOVERY (1996)
 NJ1008
 NJ1008'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 NJ1008'RECOVERED AS DESCRIBED.  LOCATED IN THE NORTHEAST 1/4 OF SECTION 4, T
 NJ1008'90 N, R 9 W, JUST SOUTHEAST OF THE JUNCTION OF STATE HWYS.  281 AND
 NJ1008'150.  A PINK STATE HARN SURVEY SIGN WAS SET 0.4 M (1.3 FT) EAST OF THE
 NJ1008'MONUMENT.
 NJ1008
 NJ1008                          STATION RECOVERY (2002)
 NJ1008
 NJ1008'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2002 (KZ)
 NJ1008'RECOVERED IN GOOD CONDITION.
 NJ1008
 NJ1008                          STATION RECOVERY (2002)
 NJ1008
 NJ1008'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 NJ1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0576 ***********************************************************************
 NJ0576  DESIGNATION -  T 75
 NJ0576  PID         -  NJ0576
 NJ0576  STATE/COUNTY-  IA/LINN
 NJ0576  USGS QUAD   -  CEDAR RAPIDS NORTH (1994)
 NJ0576
 NJ0576                         *CURRENT SURVEY CONTROL
 NJ0576  ___________________________________________________________________
 NJ0576* NAD 83(1986)-  42 06 25.     (N)    091 43 01.     (W)     SCALED    
 NJ0576* NAVD 88     -       236.819  (meters)     776.96   (feet)  ADJUSTED  
 NJ0576  ___________________________________________________________________
 NJ0576  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 NJ0576  DYNAMIC HT  -         236.738 (meters)     776.70  (feet)  COMP
 NJ0576  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 NJ0576
 NJ0576  VERT ORDER  -  SECOND    CLASS 0
 NJ0576
 NJ0576.The horizontal coordinates were scaled from a topographic map and have
 NJ0576.an estimated accuracy of +/- 6 seconds.
 NJ0576
 NJ0576.The orthometric height was determined by differential leveling
 NJ0576.and adjusted by the National Geodetic Survey in June 1991..
 NJ0576
 NJ0576.The geoid height was determined by GEOID03.
 NJ0576
 NJ0576.The dynamic height is computed by dividing the NAVD 88
 NJ0576.geopotential number by the normal gravity value computed on the
 NJ0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0576.degrees latitude (g = 980.6199 gals.).
 NJ0576
 NJ0576.The modeled gravity was interpolated from observed gravity values.
 NJ0576
 NJ0576;                    North         East    Units  Estimated Accuracy
 NJ0576;SPC IA N     - 1,068,970.    1,647,470.      MT  (+/- 180 meters Scaled)
 NJ0576
 NJ0576                          SUPERSEDED SURVEY CONTROL
 NJ0576
 NJ0576  NGVD 29 (??/??/92)  236.849  (m)          777.06   (f) ADJ UNCH    2 0
 NJ0576
 NJ0576.Superseded values are not recommended for survey control.
 NJ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0576.See file dsdata.txt to determine how the superseded data were derived.
 NJ0576
 NJ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG060624(NAD 83)
 NJ0576_MARKER: DB = BENCH MARK DISK
 NJ0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0576_SP_SET: ABUTMENT
 NJ0576_STAMPING: T 75 1934
 NJ0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0576+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2004
 NJ0576
 NJ0576  HISTORY     - Date     Condition        Report By
 NJ0576  HISTORY     - 1934     MONUMENTED       CGS
 NJ0576  HISTORY     - 19950517 GOOD             USPSQD
 NJ0576  HISTORY     - 20021031 GOOD             JCLS
 NJ0576  HISTORY     - 20040906 GOOD             GEOCAC
 NJ0576
 NJ0576                          STATION DESCRIPTION
 NJ0576
 NJ0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0576'0.8 MI NW FROM TODDVILLE.
 NJ0576'0.8 MILE NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0576'RAILWAY FROM THE STATION AT TODDVILLE, LINN COUNTY, 24 POLES
 NJ0576'NORTHWST OF MILEPOST 10, AT A BRIDGE, IN THE TOP OF THE WEST END
 NJ0576'OF A SOUTH STONE ABUTMENT, AND 10 FEET WEST OF THE CENTERLINE
 NJ0576'OF THE TRACK.  A STANDARD DISK, STAMPED T 75 1934.
 NJ0576
 NJ0576                          STATION RECOVERY (1995)
 NJ0576
 NJ0576'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0576'RECOVERED IN GOOD CONDITION.
 NJ0576
 NJ0576                          STATION RECOVERY (2002)
 NJ0576
 NJ0576'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 NJ0576'RECOVERED IN GOOD CONDITION.
 NJ0576
 NJ0576                          STATION RECOVERY (2004)
 NJ0576
 NJ0576'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 NJ0576'FOUND IN GOOD CONDITION. TRACK AND BRIDGE BEAMS ARE GONE. LOCATED
 NJ0576'NORTH OF MIDWAY ROAD NEAR OTTER ROAD, BEHIND PRIVATE RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0378 ***********************************************************************
 MG0378  DESIGNATION -  T 76
 MG0378  PID         -  MG0378
 MG0378  STATE/COUNTY-  IA/JOHNSON
 MG0378  USGS QUAD   -  WEST BRANCH (1965)
 MG0378
 MG0378                         *CURRENT SURVEY CONTROL
 MG0378  ___________________________________________________________________
 MG0378* NAD 83(1986)-  41 41 43.     (N)    091 21 19.     (W)     SCALED    
 MG0378* NAVD 88     -       223.704  (meters)     733.94   (feet)  ADJUSTED  
 MG0378  ___________________________________________________________________
 MG0378  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MG0378  DYNAMIC HT  -         223.619 (meters)     733.66  (feet)  COMP
 MG0378  MODELED GRAV-     980,234.6   (mgal)                       NAVD 88
 MG0378
 MG0378  VERT ORDER  -  SECOND    CLASS 0
 MG0378
 MG0378.The horizontal coordinates were scaled from a topographic map and have
 MG0378.an estimated accuracy of +/- 6 seconds.
 MG0378
 MG0378.The orthometric height was determined by differential leveling
 MG0378.and adjusted by the National Geodetic Survey in June 1991..
 MG0378
 MG0378.The geoid height was determined by GEOID03.
 MG0378
 MG0378.The dynamic height is computed by dividing the NAVD 88
 MG0378.geopotential number by the normal gravity value computed on the
 MG0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0378.degrees latitude (g = 980.6199 gals.).
 MG0378
 MG0378.The modeled gravity was interpolated from observed gravity values.
 MG0378
 MG0378;                    North         East    Units  Estimated Accuracy
 MG0378;SPC IA S     -   190,460.      678,520.      MT  (+/- 180 meters Scaled)
 MG0378
 MG0378                          SUPERSEDED SURVEY CONTROL
 MG0378
 MG0378  NGVD 29 (??/??/92)  223.745  (m)          734.07   (f) ADJ UNCH    2 0
 MG0378
 MG0378.Superseded values are not recommended for survey control.
 MG0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0378.See file dsdata.txt to determine how the superseded data were derived.
 MG0378
 MG0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG368172(NAD 83)
 MG0378_MARKER: DB = BENCH MARK DISK
 MG0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0378_SP_SET: CULVERT
 MG0378_STAMPING: T 76 1934
 MG0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0378
 MG0378  HISTORY     - Date     Condition        Report By
 MG0378  HISTORY     - 1934     MONUMENTED       CGS
 MG0378  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0378
 MG0378                          STATION DESCRIPTION
 MG0378
 MG0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0378'1.9 MI SE FROM OASIS.
 MG0378'1.9 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0378'RAILWAY FROM THE STATION AT OASIS, JOHNSON COUNTY, 14 POLES
 MG0378'NORTHWEST OF MILEPOST 71, AT A 4- BY 6-FOOT STONE BOX CULVERT,
 MG0378'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL, 12 FEET
 MG0378'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN
 MG0378'THE TRACK.  A STANDARD DISK, STAMPED T 76 1934.
 MG0378
 MG0378                          STATION RECOVERY (2000)
 MG0378
 MG0378'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0378'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0397 ***********************************************************************
 MG0397  DESIGNATION -  T 77
 MG0397  PID         -  MG0397
 MG0397  STATE/COUNTY-  IA/CEDAR
 MG0397  USGS QUAD   -  TIPTON WEST (1965)
 MG0397
 MG0397                         *CURRENT SURVEY CONTROL
 MG0397  ___________________________________________________________________
 MG0397* NAD 83(1986)-  41 46 26.     (N)    091 12 49.     (W)     SCALED    
 MG0397* NAVD 88     -       234.046  (meters)     767.87   (feet)  ADJUSTED  
 MG0397  ___________________________________________________________________
 MG0397  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 MG0397  DYNAMIC HT  -         233.958 (meters)     767.58  (feet)  COMP
 MG0397  MODELED GRAV-     980,244.6   (mgal)                       NAVD 88
 MG0397
 MG0397  VERT ORDER  -  SECOND    CLASS 0
 MG0397
 MG0397.The horizontal coordinates were scaled from a topographic map and have
 MG0397.an estimated accuracy of +/- 6 seconds.
 MG0397
 MG0397.The orthometric height was determined by differential leveling
 MG0397.and adjusted by the National Geodetic Survey in June 1991..
 MG0397
 MG0397.The geoid height was determined by GEOID03.
 MG0397
 MG0397.The dynamic height is computed by dividing the NAVD 88
 MG0397.geopotential number by the normal gravity value computed on the
 MG0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0397.degrees latitude (g = 980.6199 gals.).
 MG0397
 MG0397.The modeled gravity was interpolated from observed gravity values.
 MG0397
 MG0397;                    North         East    Units  Estimated Accuracy
 MG0397;SPC IA S     -   199,490.      690,080.      MT  (+/- 180 meters Scaled)
 MG0397
 MG0397                          SUPERSEDED SURVEY CONTROL
 MG0397
 MG0397  NGVD 29 (??/??/92)  234.086  (m)          768.00   (f) ADJ UNCH    2 0
 MG0397
 MG0397.Superseded values are not recommended for survey control.
 MG0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0397.See file dsdata.txt to determine how the superseded data were derived.
 MG0397
 MG0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG484262(NAD 83)
 MG0397_MARKER: DB = BENCH MARK DISK
 MG0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0397_SP_SET: ABUTMENT
 MG0397_STAMPING: T 77 1934
 MG0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0397
 MG0397  HISTORY     - Date     Condition        Report By
 MG0397  HISTORY     - 1934     MONUMENTED       CGS
 MG0397  HISTORY     - 1963     MARK NOT FOUND   USGS
 MG0397  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0397
 MG0397                          STATION DESCRIPTION
 MG0397
 MG0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0397'1.6 MI E FROM BUCHANAN.
 MG0397'1.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MG0397'FROM THE STATION AT BUCHANAN, CEDAR COUNTY, 18 POLES NORTHEAST OF
 MG0397'MILEPOST 34, AT 60-FOOT STEEL BRIDGE 346, IN THE SOUTHEAST END OF
 MG0397'THE STONE BACKWALL OF THE SOUTHWEST ABUTMENT, 8 FEET SOUTHEAST OF
 MG0397'THE CENTERLINE OF THE TRACK, AND 6 INCHES LOWER THAN THE RAIL.  A
 MG0397'STANDARD DISK, STAMPED T 77 1934.
 MG0397
 MG0397                          STATION RECOVERY (1963)
 MG0397
 MG0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MG0397'MARK NOT FOUND.
 MG0397
 MG0397                          STATION RECOVERY (1998)
 MG0397
 MG0397'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0187 ***********************************************************************
 NJ0187  DESIGNATION -  T 78
 NJ0187  PID         -  NJ0187
 NJ0187  STATE/COUNTY-  IA/JACKSON
 NJ0187  USGS QUAD   -  MILES (1980)
 NJ0187
 NJ0187                         *CURRENT SURVEY CONTROL
 NJ0187  ___________________________________________________________________
 NJ0187* NAD 83(1986)-  42 04 12.     (N)    090 17 06.     (W)     SCALED    
 NJ0187* NAVD 88     -       223.705  (meters)     733.94   (feet)  ADJUSTED  
 NJ0187  ___________________________________________________________________
 NJ0187  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NJ0187  DYNAMIC HT  -         223.627 (meters)     733.68  (feet)  COMP
 NJ0187  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 NJ0187
 NJ0187  VERT ORDER  -  SECOND    CLASS 0
 NJ0187
 NJ0187.The horizontal coordinates were scaled from a topographic map and have
 NJ0187.an estimated accuracy of +/- 6 seconds.
 NJ0187
 NJ0187.The orthometric height was determined by differential leveling
 NJ0187.and adjusted by the National Geodetic Survey in June 1991..
 NJ0187
 NJ0187.The geoid height was determined by GEOID03.
 NJ0187
 NJ0187.The dynamic height is computed by dividing the NAVD 88
 NJ0187.geopotential number by the normal gravity value computed on the
 NJ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0187.degrees latitude (g = 980.6199 gals.).
 NJ0187
 NJ0187.The modeled gravity was interpolated from observed gravity values.
 NJ0187
 NJ0187;                    North         East    Units  Estimated Accuracy
 NJ0187;SPC IA N     - 1,068,370.    1,766,010.      MT  (+/- 180 meters Scaled)
 NJ0187
 NJ0187                          SUPERSEDED SURVEY CONTROL
 NJ0187
 NJ0187  NGVD 29 (??/??/92)  223.73   (m)          734.0    (f) COMPUTED    2 0
 NJ0187
 NJ0187.Superseded values are not recommended for survey control.
 NJ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0187.See file dsdata.txt to determine how the superseded data were derived.
 NJ0187
 NJ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG246611(NAD 83)
 NJ0187_MARKER: DB = BENCH MARK DISK
 NJ0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0187_SP_SET: ABUTMENT
 NJ0187_STAMPING: T-78 1934
 NJ0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0187
 NJ0187  HISTORY     - Date     Condition        Report By
 NJ0187  HISTORY     - 1934     MONUMENTED       CGS
 NJ0187  HISTORY     - 19940924 MARK NOT FOUND   USPSQD
 NJ0187  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0187
 NJ0187                          STATION DESCRIPTION
 NJ0187
 NJ0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0187'6.1 MI W FROM SABULA.
 NJ0187'KNIGHTS OF PYTHIAS HALL, SABULA, 6.1 MILES WEST OF.  ALONG STATE
 NJ0187'HIGHWAY 117 AT 40 FOOT CONCRETE BRIDGE OVER SMALL CREEK, 40 FEET
 NJ0187'EAST OF SECTION CORNER AND CROSS-ROAD.  SET IN THE NORTH END OF THE
 NJ0187'WEST ABUTMENT IN WINGWALL, 15 FEET NORTH OF THE CENTER LINE OF
 NJ0187'ROAD AND AT ROAD LEVEL.
 NJ0187
 NJ0187                          STATION RECOVERY (1994)
 NJ0187
 NJ0187'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0187'MARK NOT FOUND.
 NJ0187
 NJ0187                          STATION RECOVERY (2001)
 NJ0187
 NJ0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0187'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0246 ***********************************************************************
 NJ0246  DESIGNATION -  T 79
 NJ0246  PID         -  NJ0246
 NJ0246  STATE/COUNTY-  IA/JONES
 NJ0246  USGS QUAD   -  WYOMING EAST (1980)
 NJ0246
 NJ0246                         *CURRENT SURVEY CONTROL
 NJ0246  ___________________________________________________________________
 NJ0246* NAD 83(1986)-  42 05 32.     (N)    090 55 03.     (W)     SCALED    
 NJ0246* NAVD 88     -       240.527  (meters)     789.13   (feet)  ADJUSTED  
 NJ0246  ___________________________________________________________________
 NJ0246  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 NJ0246  DYNAMIC HT  -         240.443 (meters)     788.85  (feet)  COMP
 NJ0246  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 NJ0246
 NJ0246  VERT ORDER  -  SECOND    CLASS 0
 NJ0246
 NJ0246.The horizontal coordinates were scaled from a topographic map and have
 NJ0246.an estimated accuracy of +/- 6 seconds.
 NJ0246
 NJ0246.The orthometric height was determined by differential leveling
 NJ0246.and adjusted by the National Geodetic Survey in June 1991..
 NJ0246
 NJ0246.The geoid height was determined by GEOID03.
 NJ0246
 NJ0246.The dynamic height is computed by dividing the NAVD 88
 NJ0246.geopotential number by the normal gravity value computed on the
 NJ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0246.degrees latitude (g = 980.6199 gals.).
 NJ0246
 NJ0246.The modeled gravity was interpolated from observed gravity values.
 NJ0246
 NJ0246;                    North         East    Units  Estimated Accuracy
 NJ0246;SPC IA N     - 1,069,050.    1,713,620.      MT  (+/- 180 meters Scaled)
 NJ0246
 NJ0246                          SUPERSEDED SURVEY CONTROL
 NJ0246
 NJ0246  NGVD 29 (??/??/92)  240.566  (m)          789.26   (f) ADJ UNCH    2 0
 NJ0246
 NJ0246.Superseded values are not recommended for survey control.
 NJ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0246.See file dsdata.txt to determine how the superseded data were derived.
 NJ0246
 NJ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG722621(NAD 83)
 NJ0246_MARKER: DB = BENCH MARK DISK
 NJ0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0246_STAMPING: T 79 1934
 NJ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0246+STABILITY: SURFACE MOTION
 NJ0246
 NJ0246  HISTORY     - Date     Condition        Report By
 NJ0246  HISTORY     - 1934     MONUMENTED       CGS
 NJ0246  HISTORY     - 1958     GOOD             NGS
 NJ0246  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0246  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0246  HISTORY     - 20050409 MARK NOT FOUND   GEOCAC
 NJ0246
 NJ0246                          STATION DESCRIPTION
 NJ0246
 NJ0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NJ0246'2 MI NW FROM MONMOUTH.
 NJ0246'IN JONES COUNTY, 2.0 MILES NORTHWEST ALONG THE CHICAGO AND
 NJ0246'NORTH WESTERN RAILWAY FROM THE STATION AT MONMOUTH, JACKSON
 NJ0246'COUNTY, AT POLE 51+13, 62 FEET EAST OF TRESTLE 1356, AT A ROAD
 NJ0246'CROSSING, 28 FEET NORTH OF THE CENTERLINE OF THE TRACK, 26
 NJ0246'FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET EAST OF THE
 NJ0246'RIGHT OF WAY FENCE, AND 2 FEET HIGHER THAN THE TRACK.  A
 NJ0246'STANDARD DISK, STAMPED T 79 1934 AND SET IN THE TOP OF A
 NJ0246'CONCRETE POST.
 NJ0246
 NJ0246                          STATION RECOVERY (1977)
 NJ0246
 NJ0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0246'MARK NOT FOUND.
 NJ0246
 NJ0246                          STATION RECOVERY (1998)
 NJ0246
 NJ0246'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0246'MARK NOT FOUND.
 NJ0246
 NJ0246                          STATION RECOVERY (2005)
 NJ0246
 NJ0246'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0246'THE RAILROAD WAS DISMANTLED MANY YEARS AGO.  THE ROAD, NOW NAMED 20TH
 NJ0246'AVENUE, HAS BEEN REGRADED AND WIDENED. A THOROUGH SEARCH OF THE AREA
 NJ0246'REVEALED NO SIGN OF THE DISK OR ITS CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0232 ***********************************************************************
 LF0232  DESIGNATION -  T 8
 LF0232  PID         -  LF0232
 LF0232  STATE/COUNTY-  IA/PAGE
 LF0232  USGS QUAD   -  COIN (1981)
 LF0232
 LF0232                         *CURRENT SURVEY CONTROL
 LF0232  ___________________________________________________________________
 LF0232* NAD 83(1986)-  40 38 24.     (N)    095 13 51.     (W)     SCALED    
 LF0232* NAVD 88     -       300.036  (meters)     984.37   (feet)  ADJUSTED  
 LF0232  ___________________________________________________________________
 LF0232  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 LF0232  DYNAMIC HT  -         299.876 (meters)     983.84  (feet)  COMP
 LF0232  MODELED GRAV-     980,085.3   (mgal)                       NAVD 88
 LF0232
 LF0232  VERT ORDER  -  FIRST     CLASS II
 LF0232
 LF0232.The horizontal coordinates were scaled from a topographic map and have
 LF0232.an estimated accuracy of +/- 6 seconds.
 LF0232
 LF0232.The orthometric height was determined by differential leveling
 LF0232.and adjusted by the National Geodetic Survey in June 1991..
 LF0232
 LF0232.The geoid height was determined by GEOID03.
 LF0232
 LF0232.The dynamic height is computed by dividing the NAVD 88
 LF0232.geopotential number by the normal gravity value computed on the
 LF0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0232.degrees latitude (g = 980.6199 gals.).
 LF0232
 LF0232.The modeled gravity was interpolated from observed gravity values.
 LF0232
 LF0232;                    North         East    Units  Estimated Accuracy
 LF0232;SPC IA S     -    72,530.      353,600.      MT  (+/- 180 meters Scaled)
 LF0232
 LF0232                          SUPERSEDED SURVEY CONTROL
 LF0232
 LF0232  NGVD 29 (??/??/92)  299.933  (m)          984.03   (f) ADJ UNCH    1 2
 LF0232
 LF0232.Superseded values are not recommended for survey control.
 LF0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0232.See file dsdata.txt to determine how the superseded data were derived.
 LF0232
 LF0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF113011(NAD 83)
 LF0232_MARKER: DB = BENCH MARK DISK
 LF0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0232_STAMPING: T 8 1933
 LF0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0232+STABILITY: SURFACE MOTION
 LF0232
 LF0232  HISTORY     - Date     Condition        Report By
 LF0232  HISTORY     - 1933     MONUMENTED       CGS
 LF0232  HISTORY     - 1983     GOOD             USE
 LF0232
 LF0232                          STATION DESCRIPTION
 LF0232
 LF0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LF0232'1.1 MI S FROM COIN.
 LF0232'1.1 MILES SOUTH ALONG THE WABASH RAILWAY FROM COIN, PAGE COUNTY,
 LF0232'5-1/2 POLES NORTH OF MILEPOST ST. L. 349, 15 RAILS SOUTH OF BRIDGE
 LF0232'1140, 80 FEET NORTH OF A GATE IN AN EAST-AND-WEST FENCE, 38 FEET
 LF0232'WEST OF THE TRACK, AND 2 FEET EAST OF A FENCE.  A STANDARD DISK,
 LF0232'STAMPED T 8 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LF0232
 LF0232                          STATION RECOVERY (1983)
 LF0232
 LF0232'RECOVERY NOTE BY US ENGINEERS 1983
 LF0232'1.1 MILE SOUTH ALONG NORTH AND WEST RAILROAD FROM COIN PAGE COUNTY.
 LF0232'15 RAILS SOUTH OF BRIDGE 1140, 60 FT. NORTH OF ROAD CROSSING, 38 FT.
 LF0232'WEST OF TRACK, 24 FT. NO. OF FENCE COR., 8 FT. EAST OF FENCE. NO
 LF0232'WITNESS POST--USC AND GS WITNESS SIGN HUNG IN FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0540 ***********************************************************************
 NJ0540  DESIGNATION -  T 80
 NJ0540  PID         -  NJ0540
 NJ0540  STATE/COUNTY-  IA/LINN
 NJ0540  USGS QUAD   -  MARION (1994)
 NJ0540
 NJ0540                         *CURRENT SURVEY CONTROL
 NJ0540  ___________________________________________________________________
 NJ0540* NAD 83(1986)-  42 01 47.     (N)    091 33 32.     (W)     SCALED    
 NJ0540* NAVD 88     -       245.988  (meters)     807.05   (feet)  ADJUSTED  
 NJ0540  ___________________________________________________________________
 NJ0540  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 NJ0540  DYNAMIC HT  -         245.897 (meters)     806.75  (feet)  COMP
 NJ0540  MODELED GRAV-     980,246.1   (mgal)                       NAVD 88
 NJ0540
 NJ0540  VERT ORDER  -  SECOND    CLASS 0
 NJ0540
 NJ0540.The horizontal coordinates were scaled from a topographic map and have
 NJ0540.an estimated accuracy of +/- 6 seconds.
 NJ0540
 NJ0540.The orthometric height was determined by differential leveling
 NJ0540.and adjusted by the National Geodetic Survey in June 1991..
 NJ0540
 NJ0540.The geoid height was determined by GEOID03.
 NJ0540
 NJ0540.The dynamic height is computed by dividing the NAVD 88
 NJ0540.geopotential number by the normal gravity value computed on the
 NJ0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0540.degrees latitude (g = 980.6199 gals.).
 NJ0540
 NJ0540.The modeled gravity was interpolated from observed gravity values.
 NJ0540
 NJ0540;                    North         East    Units  Estimated Accuracy
 NJ0540;SPC IA N     - 1,060,690.    1,660,740.      MT  (+/- 180 meters Scaled)
 NJ0540
 NJ0540                          SUPERSEDED SURVEY CONTROL
 NJ0540
 NJ0540  NGVD 29 (??/??/92)  246.015  (m)          807.13   (f) ADJ UNCH    2 0
 NJ0540
 NJ0540.Superseded values are not recommended for survey control.
 NJ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0540.See file dsdata.txt to determine how the superseded data were derived.
 NJ0540
 NJ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG192540(NAD 83)
 NJ0540_MARKER: DB = BENCH MARK DISK
 NJ0540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0540_SP_SET: ABUTMENT
 NJ0540_STAMPING: T 80 1934
 NJ0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0540
 NJ0540  HISTORY     - Date     Condition        Report By
 NJ0540  HISTORY     - 1934     MONUMENTED       CGS
 NJ0540  HISTORY     - 19940504 MARK NOT FOUND   USPSQD
 NJ0540
 NJ0540                          STATION DESCRIPTION
 NJ0540
 NJ0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0540'2 MI E FROM MARION.
 NJ0540'2.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0540'PACIFIC RAILROAD FROM THE STATION AT MARION, LINN COUNTY, AT
 NJ0540'MILEPOST 225, AT A 30-FOOT CONCRETE ARCH BRIDGE, IN THE TOP
 NJ0540'OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT, 10 FEET SOUTH
 NJ0540'OF THE CENTERLINE OF THE SOUTH TRACK, AND 2 FEET LOWER THAN THE
 NJ0540'TRACK.  A STANDARD DISK, STAMPED T 80 1934.
 NJ0540
 NJ0540                          STATION RECOVERY (1994)
 NJ0540
 NJ0540'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0049 ***********************************************************************
 NK0049  DESIGNATION -  T 81
 NK0049  PID         -  NK0049
 NK0049  STATE/COUNTY-  IA/BENTON
 NK0049  USGS QUAD   -  GARRISON (1971)
 NK0049
 NK0049                         *CURRENT SURVEY CONTROL
 NK0049  ___________________________________________________________________
 NK0049* NAD 83(1986)-  42 09 23.     (N)    092 10 29.     (W)     SCALED    
 NK0049* NAVD 88     -       274.822  (meters)     901.65   (feet)  ADJUSTED  
 NK0049  ___________________________________________________________________
 NK0049  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 NK0049  DYNAMIC HT  -         274.733 (meters)     901.35  (feet)  COMP
 NK0049  MODELED GRAV-     980,291.0   (mgal)                       NAVD 88
 NK0049
 NK0049  VERT ORDER  -  SECOND    CLASS 0
 NK0049
 NK0049.The horizontal coordinates were scaled from a topographic map and have
 NK0049.an estimated accuracy of +/- 6 seconds.
 NK0049
 NK0049.The orthometric height was determined by differential leveling
 NK0049.and adjusted by the National Geodetic Survey in June 1991..
 NK0049
 NK0049.The geoid height was determined by GEOID03.
 NK0049
 NK0049.The dynamic height is computed by dividing the NAVD 88
 NK0049.geopotential number by the normal gravity value computed on the
 NK0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0049.degrees latitude (g = 980.6199 gals.).
 NK0049
 NK0049.The modeled gravity was interpolated from observed gravity values.
 NK0049
 NK0049;                    North         East    Units  Estimated Accuracy
 NK0049;SPC IA N     - 1,073,770.    1,609,530.      MT  (+/- 180 meters Scaled)
 NK0049
 NK0049                          SUPERSEDED SURVEY CONTROL
 NK0049
 NK0049.No superseded survey control is available for this station.
 NK0049
 NK0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG681674(NAD 83)
 NK0049_MARKER: DB = BENCH MARK DISK
 NK0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0049_SP_SET: CULVERT
 NK0049_STAMPING: T 81 1934
 NK0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0049
 NK0049  HISTORY     - Date     Condition        Report By
 NK0049  HISTORY     - 1934     MONUMENTED       CGS
 NK0049
 NK0049                          STATION DESCRIPTION
 NK0049
 NK0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0049'1.8 MI W FROM GARRISON.
 NK0049'1.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 NK0049'FROM THE STATION AT GARRISON, BENTON COUNTY, 19 POLES NORTHWEST
 NK0049'OF MILEPOST 31, AT A 3- BY 4-FOOT STONE BOX CULVERT, IN THE
 NK0049'NORTHWEST END OF THE SOUTHWEST STONE HEAD WALL, 12 FEET WEST
 NK0049'BY SOUTH OF THE CENTER LINE OF THE TRACK, AND 4 FEET LOWER THAN
 NK0049'THE RAIL.  A STANDARD DISK, STAMPED T 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0097 ***********************************************************************
 NK0097  DESIGNATION -  T 82
 NK0097  PID         -  NK0097
 NK0097  STATE/COUNTY-  IA/TAMA
 NK0097  USGS QUAD   -  ELBERON (1971)
 NK0097
 NK0097                         *CURRENT SURVEY CONTROL
 NK0097  ___________________________________________________________________
 NK0097* NAD 83(1986)-  42 01 43.     (N)    092 20 52.     (W)     SCALED    
 NK0097* NAVD 88     -       255.840  (meters)     839.37   (feet)  ADJUSTED  
 NK0097  ___________________________________________________________________
 NK0097  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 NK0097  DYNAMIC HT  -         255.750 (meters)     839.07  (feet)  COMP
 NK0097  MODELED GRAV-     980,264.5   (mgal)                       NAVD 88
 NK0097
 NK0097  VERT ORDER  -  SECOND    CLASS 0
 NK0097
 NK0097.The horizontal coordinates were scaled from a topographic map and have
 NK0097.an estimated accuracy of +/- 6 seconds.
 NK0097
 NK0097.The orthometric height was determined by differential leveling
 NK0097.and adjusted by the National Geodetic Survey in June 1991..
 NK0097
 NK0097.The geoid height was determined by GEOID03.
 NK0097
 NK0097.The dynamic height is computed by dividing the NAVD 88
 NK0097.geopotential number by the normal gravity value computed on the
 NK0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0097.degrees latitude (g = 980.6199 gals.).
 NK0097
 NK0097.The modeled gravity was interpolated from observed gravity values.
 NK0097
 NK0097;                    North         East    Units  Estimated Accuracy
 NK0097;SPC IA N     - 1,059,370.    1,595,420.      MT  (+/- 180 meters Scaled)
 NK0097
 NK0097                          SUPERSEDED SURVEY CONTROL
 NK0097
 NK0097  NGVD 29 (??/??/92)  255.839  (m)          839.37   (f) ADJ UNCH    2 0
 NK0097
 NK0097.Superseded values are not recommended for survey control.
 NK0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0097.See file dsdata.txt to determine how the superseded data were derived.
 NK0097
 NK0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG539531(NAD 83)
 NK0097_MARKER: DB = BENCH MARK DISK
 NK0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0097_STAMPING: T 82 1934
 NK0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0097+STABILITY: SURFACE MOTION
 NK0097
 NK0097  HISTORY     - Date     Condition        Report By
 NK0097  HISTORY     - 1934     MONUMENTED       CGS
 NK0097
 NK0097                          STATION DESCRIPTION
 NK0097
 NK0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0097'1.5 MI N FROM ELBERON.
 NK0097'1.5 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0097'THE STATION AT ELBERON, TAMA COUNTY, 13 POLES SOUTH OF MILEPOST
 NK0097'11, AT A PUBLIC-ROAD CROSSING, 35 FEET SOUTH OF THE CENTER LINE
 NK0097'OF THE ROAD, 20 FEET EAST OF THE CENTERLINE OF THE TRACK, 1 FOOT
 NK0097'SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT LOWER THAN THE RAIL.
 NK0097'A STANDARD DISK, STAMPED T 82 1934 AND SET IN THE TOP OF A
 NK0097'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0019 ***********************************************************************
 MH0019  DESIGNATION -  T 83
 MH0019  PID         -  MH0019
 MH0019  STATE/COUNTY-  IA/TAMA
 MH0019  USGS QUAD   -  CHELSEA (1968)
 MH0019
 MH0019                         *CURRENT SURVEY CONTROL
 MH0019  ___________________________________________________________________
 MH0019* NAD 83(1986)-  41 55 52.     (N)    092 25 55.     (W)     SCALED    
 MH0019* NAVD 88     -       240.975  (meters)     790.60   (feet)  ADJUSTED  
 MH0019  ___________________________________________________________________
 MH0019  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 MH0019  DYNAMIC HT  -         240.887 (meters)     790.31  (feet)  COMP
 MH0019  MODELED GRAV-     980,251.4   (mgal)                       NAVD 88
 MH0019
 MH0019  VERT ORDER  -  SECOND    CLASS 0
 MH0019
 MH0019.The horizontal coordinates were scaled from a topographic map and have
 MH0019.an estimated accuracy of +/- 6 seconds.
 MH0019
 MH0019.The orthometric height was determined by differential leveling
 MH0019.and adjusted by the National Geodetic Survey in June 1991..
 MH0019
 MH0019.The geoid height was determined by GEOID03.
 MH0019
 MH0019.The dynamic height is computed by dividing the NAVD 88
 MH0019.geopotential number by the normal gravity value computed on the
 MH0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0019.degrees latitude (g = 980.6199 gals.).
 MH0019
 MH0019.The modeled gravity was interpolated from observed gravity values.
 MH0019
 MH0019;                    North         East    Units  Estimated Accuracy
 MH0019;SPC IA N     - 1,048,450.    1,588,590.      MT  (+/- 180 meters Scaled)
 MH0019
 MH0019                          SUPERSEDED SURVEY CONTROL
 MH0019
 MH0019  NGVD 29 (??/??/92)  240.974  (m)          790.60   (f) ADJ UNCH    2 0
 MH0019
 MH0019.Superseded values are not recommended for survey control.
 MH0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0019.See file dsdata.txt to determine how the superseded data were derived.
 MH0019
 MH0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG470422(NAD 83)
 MH0019_MARKER: DB = BENCH MARK DISK
 MH0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0019_SP_SET: CULVERT
 MH0019_STAMPING: T 83 1934
 MH0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0019+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 MH0019
 MH0019  HISTORY     - Date     Condition        Report By
 MH0019  HISTORY     - 1934     MONUMENTED       CGS
 MH0019  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 MH0019  HISTORY     - 20040818 GOOD             GEOCAC
 MH0019
 MH0019                          STATION DESCRIPTION
 MH0019
 MH0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0019'2.1 MI W FROM CHELSEA.
 MH0019'2.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MH0019'FROM THE STATION AT CHELSEA, TAMA COUNTY, 1-1/2 POLES EAST
 MH0019'OF MILEPOST 125, AT 3-FOOT CAST-IRON PIPE CULVERT 366, IN THE
 MH0019'EAST END OF THE NORTH STONE HEADWALL, 18 FEET NORTH OF THE
 MH0019'CENTERLINE OF THE NORTH MAIN TRACK, AND ABOUT 4 FEET LOWER
 MH0019'THAN THE RAIL.  STANDARD DISK, STAMPED T 83 1934.
 MH0019
 MH0019                          STATION RECOVERY (2000)
 MH0019
 MH0019'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MH0019'NOT FOUND.
 MH0019
 MH0019                          STATION RECOVERY (2004)
 MH0019
 MH0019'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0019'THE DISK IS IN GOOD SHAPE AND SECURELY MOUNTED 16 1/4 INCHES FROM THE
 MH0019'NORTH EDGE AND 9 INCHES FROM THE EAST EDGE OF THE EAST STONE IN THE
 MH0019'NORTH HEADWALL.
 MH0019' 
 MH0019'THE CULVERT APPEARS TO BE IN GOOD CONDITION, BUT THE HEADWALL SHOWS
 MH0019'SOME EROSION OF MORTAR.
 MH0019' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0605 ***********************************************************************
 MG0605  DESIGNATION -  T 84
 MG0605  PID         -  MG0605
 MG0605  STATE/COUNTY-  IA/LINN
 MG0605  USGS QUAD   -  FAIRFAX (1993)
 MG0605
 MG0605                         *CURRENT SURVEY CONTROL
 MG0605  ___________________________________________________________________
 MG0605* NAD 83(1986)-  41 55 12.     (N)    091 47 01.     (W)     SCALED    
 MG0605* NAVD 88     -       234.528  (meters)     769.45   (feet)  ADJUSTED  
 MG0605  ___________________________________________________________________
 MG0605  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 MG0605  DYNAMIC HT  -         234.441 (meters)     769.16  (feet)  COMP
 MG0605  MODELED GRAV-     980,248.7   (mgal)                       NAVD 88
 MG0605
 MG0605  VERT ORDER  -  SECOND    CLASS 0
 MG0605
 MG0605.The horizontal coordinates were scaled from a topographic map and have
 MG0605.an estimated accuracy of +/- 6 seconds.
 MG0605
 MG0605.The orthometric height was determined by differential leveling
 MG0605.and adjusted by the National Geodetic Survey in June 1991..
 MG0605
 MG0605.The geoid height was determined by GEOID03.
 MG0605
 MG0605.The dynamic height is computed by dividing the NAVD 88
 MG0605.geopotential number by the normal gravity value computed on the
 MG0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0605.degrees latitude (g = 980.6199 gals.).
 MG0605
 MG0605.The modeled gravity was interpolated from observed gravity values.
 MG0605
 MG0605;                    North         East    Units  Estimated Accuracy
 MG0605;SPC IA N     - 1,048,100.    1,642,380.      MT  (+/- 180 meters Scaled)
 MG0605
 MG0605                          SUPERSEDED SURVEY CONTROL
 MG0605
 MG0605  NGVD 29 (??/??/92)  234.539  (m)          769.48   (f) ADJ UNCH    2 0
 MG0605
 MG0605.Superseded values are not recommended for survey control.
 MG0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0605.See file dsdata.txt to determine how the superseded data were derived.
 MG0605
 MG0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG008416(NAD 83)
 MG0605_MARKER: DB = BENCH MARK DISK
 MG0605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0605_SP_SET: BRIDGE
 MG0605_STAMPING: T 84 1934
 MG0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0605
 MG0605  HISTORY     - Date     Condition        Report By
 MG0605  HISTORY     - 1934     MONUMENTED       CGS
 MG0605  HISTORY     - 1957     GOOD             NGS
 MG0605  HISTORY     - 1970     GOOD             NGS
 MG0605  HISTORY     - 20040819 POOR             GEOCAC
 MG0605
 MG0605                          STATION DESCRIPTION
 MG0605
 MG0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MG0605'AT FAIRFAX.
 MG0605'AT FAIRFAX, LINN COUNTY, 6 POLES WEST OF THE CHICAGO AND NORTH
 MG0605'WESTERN RAILWAY STATION, 5 POLES WEST OF MILEPOST 90, AT THE
 MG0605'BRIDGE UNDER STATE HIGHWAY 149, IN THE CENTER OF THE EAST
 MG0605'CONCRETE PIER, SOUTH OF THE TRACK, AND 4 FEET HIGHER THAN THE
 MG0605'RAIL.  A STANDARD DISK, STAMPED T 84 1934 AND SET VERTICALLY.
 MG0605
 MG0605                          STATION RECOVERY (1970)
 MG0605
 MG0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MG0605'RECOVERED IN GOOD CONDITION.
 MG0605
 MG0605                          STATION RECOVERY (2004)
 MG0605
 MG0605'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MG0605'THE DISC IS SOLIDLY MOUNTED, BUT WITH DAMAGE FROM BEING STRUCK
 MG0605'REPEATEDLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0031 ***********************************************************************
 MH0031  DESIGNATION -  T 85 RESET
 MH0031  PID         -  MH0031
 MH0031  STATE/COUNTY-  IA/IOWA
 MH0031  USGS QUAD   -  WILLIAMSBURG (1968)
 MH0031
 MH0031                         *CURRENT SURVEY CONTROL
 MH0031  ___________________________________________________________________
 MH0031* NAD 83(1986)-  41 39 39.     (N)    092 00 31.     (W)     SCALED    
 MH0031* NAVD 88     -       249.82   (meters)     819.6    (feet)  RESET     
 MH0031  ___________________________________________________________________
 MH0031  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 MH0031
 MH0031  VERT ORDER  -  THIRD
 MH0031
 MH0031.The horizontal coordinates were scaled from a topographic map and have
 MH0031.an estimated accuracy of +/- 6 seconds.
 MH0031
 MH0031.The orthometric height was computed from unverified reset data.
 MH0031
 MH0031.The geoid height was determined by GEOID03.
 MH0031
 MH0031;                    North         East    Units  Estimated Accuracy
 MH0031;SPC IA S     -   185,500.      624,210.      MT  (+/- 180 meters Scaled)
 MH0031
 MH0031                          SUPERSEDED SURVEY CONTROL
 MH0031
 MH0031  NGVD 29 (??/??/??)  249.83   (m)          819.7    (f) RESET       3  
 MH0031
 MH0031.Superseded values are not recommended for survey control.
 MH0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0031.See file dsdata.txt to determine how the superseded data were derived.
 MH0031
 MH0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG825125(NAD 83)
 MH0031_MARKER: DB = BENCH MARK DISK
 MH0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0031_SP_SET: WALL
 MH0031_STAMPING: T 85 1934 RESET 1962
 MH0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0031+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 MH0031
 MH0031  HISTORY     - Date     Condition        Report By
 MH0031  HISTORY     - 1962     MONUMENTED       CGS
 MH0031  HISTORY     - 20060520 GOOD             GEOCAC
 MH0031
 MH0031                          STATION DESCRIPTION
 MH0031
 MH0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MH0031'AT WILLIAMSBURG.
 MH0031'AT WILLIAMSBURG, AT THE LILLIS STORE BUILDING AT THE NORTHEAST
 MH0031'ANGLE OF COURT AND WELSH STREETS ACROSS THE STREET EAST FROM
 MH0031'THE SOUTHEAST CORNER OF THE PARK SQUARE, 1.7 FEET EAST OF THE
 MH0031'SOUTHWEST CORNER OF THE LILLIS STORE BUILDING, AND 4 FEET ABOVE
 MH0031'THE GROUND IN THE 14TH COURSE OF BRICK ABOVE THE SIDEWALK AT
 MH0031'THE SOUTHWEST CORNER OF THE BUILDING, AND SET VERTICALLY IN THE
 MH0031'SOUTH BRICK WALL OF THE BUILDING.
 MH0031
 MH0031                          STATION RECOVERY (2006)
 MH0031
 MH0031'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0031'BUILDING IS NOW JAVA LOUNGE. HANDHELD COORDINATES N41 39 38.8 W092 00
 MH0031'31.4, SKY BLOCKED BY BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0085 ***********************************************************************
 MH0085  DESIGNATION -  T 86
 MH0085  PID         -  MH0085
 MH0085  STATE/COUNTY-  IA/KEOKUK
 MH0085  USGS QUAD   -  HEDRICK (1980)
 MH0085
 MH0085                         *CURRENT SURVEY CONTROL
 MH0085  ___________________________________________________________________
 MH0085* NAD 83(1986)-  41 12 16.     (N)    092 18 51.     (W)     SCALED    
 MH0085* NAVD 88     -       218.314  (meters)     716.25   (feet)  ADJUSTED  
 MH0085  ___________________________________________________________________
 MH0085  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 MH0085  DYNAMIC HT  -         218.219 (meters)     715.94  (feet)  COMP
 MH0085  MODELED GRAV-     980,184.4   (mgal)                       NAVD 88
 MH0085
 MH0085  VERT ORDER  -  SECOND    CLASS 0
 MH0085
 MH0085.The horizontal coordinates were scaled from a topographic map and have
 MH0085.an estimated accuracy of +/- 6 seconds.
 MH0085
 MH0085.The orthometric height was determined by differential leveling
 MH0085.and adjusted by the National Geodetic Survey in June 1991..
 MH0085
 MH0085.The geoid height was determined by GEOID03.
 MH0085
 MH0085.The dynamic height is computed by dividing the NAVD 88
 MH0085.geopotential number by the normal gravity value computed on the
 MH0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0085.degrees latitude (g = 980.6199 gals.).
 MH0085
 MH0085.The modeled gravity was interpolated from observed gravity values.
 MH0085
 MH0085;                    North         East    Units  Estimated Accuracy
 MH0085;SPC IA S     -   134,430.      599,450.      MT  (+/- 180 meters Scaled)
 MH0085
 MH0085                          SUPERSEDED SURVEY CONTROL
 MH0085
 MH0085  NGVD 29 (??/??/92)  218.304  (m)          716.22   (f) ADJ UNCH    2 0
 MH0085
 MH0085.Superseded values are not recommended for survey control.
 MH0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0085.See file dsdata.txt to determine how the superseded data were derived.
 MH0085
 MH0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF575616(NAD 83)
 MH0085_MARKER: DB = BENCH MARK DISK
 MH0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0085_SP_SET: BRIDGE
 MH0085_STAMPING: T-86 1934
 MH0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0085
 MH0085  HISTORY     - Date     Condition        Report By
 MH0085  HISTORY     - 1934     MONUMENTED       CGS
 MH0085
 MH0085                          STATION DESCRIPTION
 MH0085
 MH0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0085'2.5 MI NE FROM HEDRICK.
 MH0085'2.5 MILES NORTHEAST OF THE DEPOT AT HEDRICK.  ALONG THE CHICAGO,
 MH0085'MILWAUKEE, ST PAUL AND PACIFIC RAILROAD, 1 POLE SOUTH OF MILEPOST
 MH0085'12 AT STEEL BRIDGE I-332.  SET IN THE EAST END OF THE NORTH
 MH0085'ABUTMENT, 7 FEET EAST OF THE CENTER LINE OF THE TRACK, 1 FOOT
 MH0085'BELOW THE RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0153 ***********************************************************************
 MH0153  DESIGNATION -  T 87
 MH0153  PID         -  MH0153
 MH0153  STATE/COUNTY-  IA/POWESHIEK
 MH0153  USGS QUAD   -  SEARSBORO (1979)
 MH0153
 MH0153                         *CURRENT SURVEY CONTROL
 MH0153  ___________________________________________________________________
 MH0153* NAD 83(1986)-  41 36 09.     (N)    092 42 26.     (W)     SCALED    
 MH0153* NAVD 88     -       263.370  (meters)     864.07   (feet)  ADJUSTED  
 MH0153  ___________________________________________________________________
 MH0153  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 MH0153  DYNAMIC HT  -         263.261 (meters)     863.72  (feet)  COMP
 MH0153  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 MH0153
 MH0153  VERT ORDER  -  SECOND    CLASS 0
 MH0153
 MH0153.The horizontal coordinates were scaled from a topographic map and have
 MH0153.an estimated accuracy of +/- 6 seconds.
 MH0153
 MH0153.The orthometric height was determined by differential leveling
 MH0153.and adjusted by the National Geodetic Survey in June 1991..
 MH0153
 MH0153.The geoid height was determined by GEOID03.
 MH0153
 MH0153.The dynamic height is computed by dividing the NAVD 88
 MH0153.geopotential number by the normal gravity value computed on the
 MH0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0153.degrees latitude (g = 980.6199 gals.).
 MH0153
 MH0153.The modeled gravity was interpolated from observed gravity values.
 MH0153
 MH0153;                    North         East    Units  Estimated Accuracy
 MH0153;SPC IA S     -   178,260.      566,090.      MT  (+/- 180 meters Scaled)
 MH0153
 MH0153                          SUPERSEDED SURVEY CONTROL
 MH0153
 MH0153  NGVD 29 (??/??/92)  263.352  (m)          864.01   (f) ADJ UNCH    2 0
 MH0153
 MH0153.Superseded values are not recommended for survey control.
 MH0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0153.See file dsdata.txt to determine how the superseded data were derived.
 MH0153
 MH0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG243056(NAD 83)
 MH0153_MARKER: DB = BENCH MARK DISK
 MH0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0153_STAMPING: T 87 1934
 MH0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0153+STABILITY: SURFACE MOTION
 MH0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0153+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 MH0153
 MH0153  HISTORY     - Date     Condition        Report By
 MH0153  HISTORY     - 1934     MONUMENTED       CGS
 MH0153  HISTORY     - 20060624 GOOD             GEOCAC
 MH0153
 MH0153                          STATION DESCRIPTION
 MH0153
 MH0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0153'1.8 MI N FROM SEARSBORO.
 MH0153'1.8 MILES NORTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 MH0153'THE STATION AT SEARSBORO, POWESHIEK COUNTY, 17 POLES SOUTH OF
 MH0153'MILEPOST 278, 2-1/2 POLES NORTH OF AN OVERHEAD HIGHWAY BRIDGE, 44
 MH0153'FEET WEST OF THE CENTERLINE OF THE TRACK, ON THE SIDE OF A HILL,
 MH0153'AT A RAIL REST, 10 FEET NORTH OF THE NORTH POST, 2 FEET EAST OF
 MH0153'THE RIGHT-OF-WAY FENCE, AND 2 FEET HIGHER THAN THE RAIL.  A STANDARD
 MH0153'DISK, STAMPED T 87 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MH0153
 MH0153                          STATION RECOVERY (2006)
 MH0153
 MH0153'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0153'THERE IS NO LONGER AN OVERHEAD BRIDGE HERE, AND RAILROAD MAY HAVE BEEN
 MH0153'MOVED EAST WHEN REGRADED.
 MH0153' 
 MH0153'FOUND ABOUT 400 FT NORTH NORTHWEST OF EXTENDED CENTER OF EAST-WEST
 MH0153'ROAD AND ABOUT 175 FT WSW FROM ROAD SIGN FOR 1-LANE BRIDGE, OR 360 FT
 MH0153'SOUTHERLY FROM 1/2 MILE POST ALONG RAILROAD AND THENCE ABOUT 75 FT
 MH0153'WSW, APPROX 20 FT NE OF POWER POLE NUMBER 170, 2 FT WEST OF PRESENT
 MH0153'FENCE, AND NEAR ELEVATION OF RAIL.
 MH0153' 
 MH0153'HANDHELD COORDINATES N41 36 09.4 W092 42 25.5, SKY PARTIALLY OBSCURED
 MH0153'BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0103 ***********************************************************************
 NL0103  DESIGNATION -  T 88
 NL0103  PID         -  NL0103
 NL0103  STATE/COUNTY-  IA/BOONE
 NL0103  USGS QUAD   -  OGDEN (1982)
 NL0103
 NL0103                         *CURRENT SURVEY CONTROL
 NL0103  ___________________________________________________________________
 NL0103* NAD 83(1986)-  42 02 20.     (N)    094 02 49.     (W)     SCALED    
 NL0103* NAVD 88     -       330.401  (meters)    1083.99   (feet)  ADJUSTED  
 NL0103  ___________________________________________________________________
 NL0103  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 NL0103  DYNAMIC HT  -         330.306 (meters)    1083.68  (feet)  COMP
 NL0103  MODELED GRAV-     980,323.6   (mgal)                       NAVD 88
 NL0103
 NL0103  VERT ORDER  -  SECOND    CLASS 0
 NL0103
 NL0103.The horizontal coordinates were scaled from a topographic map and have
 NL0103.an estimated accuracy of +/- 6 seconds.
 NL0103
 NL0103.The orthometric height was determined by differential leveling
 NL0103.and adjusted by the National Geodetic Survey in June 1991..
 NL0103
 NL0103.The geoid height was determined by GEOID03.
 NL0103
 NL0103.The dynamic height is computed by dividing the NAVD 88
 NL0103.geopotential number by the normal gravity value computed on the
 NL0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0103.degrees latitude (g = 980.6199 gals.).
 NL0103
 NL0103.The modeled gravity was interpolated from observed gravity values.
 NL0103
 NL0103;                    North         East    Units  Estimated Accuracy
 NL0103;SPC IA N     - 1,060,000.    1,454,710.      MT  (+/- 180 meters Scaled)
 NL0103
 NL0103                          SUPERSEDED SURVEY CONTROL
 NL0103
 NL0103  NGVD 29 (??/??/92)  330.384  (m)         1083.93   (f) ADJ UNCH    2 0
 NL0103
 NL0103.Superseded values are not recommended for survey control.
 NL0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0103.See file dsdata.txt to determine how the superseded data were derived.
 NL0103
 NL0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG133546(NAD 83)
 NL0103_MARKER: DB = BENCH MARK DISK
 NL0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0103_STAMPING: T 88 1935
 NL0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0103+STABILITY: SURFACE MOTION
 NL0103
 NL0103  HISTORY     - Date     Condition        Report By
 NL0103  HISTORY     - 1935     MONUMENTED       CGS
 NL0103  HISTORY     - 1980     MARK NOT FOUND   USGS
 NL0103
 NL0103                          STATION DESCRIPTION
 NL0103
 NL0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0103'0.4 MI W FROM OGDEN.
 NL0103'0.4 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0103'THE STATION AT OGDEN, BOONE COUNTY, 150 FEET EAST OF MILEPOST
 NL0103'215, AT A ROAD CROSSING, 36 FEET EAST OF THE CENTERLINE OF THE
 NL0103'ROAD, 16 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 14 FEET
 NL0103'NORTH OF POLE, 4 FEET EAST OF A NORTH AND SOUTH FENCE, AND
 NL0103'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED T 88
 NL0103'1935 AND SET IN THE TOP OF A CONCRETE POST.
 NL0103
 NL0103                          STATION RECOVERY (1980)
 NL0103
 NL0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NL0103'THIS AREA HAS BEEN DISTURBED BY RR WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0181 ***********************************************************************
 NL0181  DESIGNATION -  T 89
 NL0181  PID         -  NL0181
 NL0181  STATE/COUNTY-  IA/CARROLL
 NL0181  USGS QUAD   -  GLIDDEN (1980)
 NL0181
 NL0181                         *CURRENT SURVEY CONTROL
 NL0181  ___________________________________________________________________
 NL0181* NAD 83(1986)-  42 03 15.     (N)    094 40 59.     (W)     SCALED    
 NL0181* NAVD 88     -       358.772  (meters)    1177.07   (feet)  ADJUSTED  
 NL0181  ___________________________________________________________________
 NL0181  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 NL0181  DYNAMIC HT  -         358.647 (meters)    1176.66  (feet)  COMP
 NL0181  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 NL0181
 NL0181  VERT ORDER  -  SECOND    CLASS 0
 NL0181
 NL0181.The horizontal coordinates were scaled from a topographic map and have
 NL0181.an estimated accuracy of +/- 6 seconds.
 NL0181
 NL0181.The orthometric height was determined by differential leveling
 NL0181.and adjusted by the National Geodetic Survey in June 1991..
 NL0181
 NL0181.The geoid height was determined by GEOID03.
 NL0181
 NL0181.The dynamic height is computed by dividing the NAVD 88
 NL0181.geopotential number by the normal gravity value computed on the
 NL0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0181.degrees latitude (g = 980.6199 gals.).
 NL0181
 NL0181.The modeled gravity was interpolated from observed gravity values.
 NL0181
 NL0181;                    North         East    Units  Estimated Accuracy
 NL0181;SPC IA N     - 1,062,240.    1,402,070.      MT  (+/- 180 meters Scaled)
 NL0181
 NL0181                          SUPERSEDED SURVEY CONTROL
 NL0181
 NL0181  NGVD 29 (??/??/92)  358.70   (m)         1176.8    (f) COMPUTED    2 0
 NL0181
 NL0181.Superseded values are not recommended for survey control.
 NL0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0181.See file dsdata.txt to determine how the superseded data were derived.
 NL0181
 NL0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG607571(NAD 83)
 NL0181_MARKER: DB = BENCH MARK DISK
 NL0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0181_SP_SET: BRIDGE ABUTMENT
 NL0181_STAMPING: T-89 1935
 NL0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0181
 NL0181  HISTORY     - Date     Condition        Report By
 NL0181  HISTORY     - 1935     MONUMENTED       CGS
 NL0181
 NL0181                          STATION DESCRIPTION
 NL0181
 NL0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0181'2.2 MI E FROM GLIDDEN.
 NL0181'2.2 MILES EAST OF DEPOT AT ALONG THE CHICAGO AND NORTHWESTERN
 NL0181'RAILROAD AT ROAD CROSSING, OVER-PASS 782.  SET ON TOP CONCRETE STEP
 NL0181'AT THE NORTH END OF THE WEST ABUTMENT, 8 FT NORTH OF CENTERLINE OF
 NL0181'THE NORTH TRACKS AND ABOUT 1 FOOT BELOW LEVEL OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0182 ***********************************************************************
 NL0182  DESIGNATION -  T 89 RESET
 NL0182  PID         -  NL0182
 NL0182  STATE/COUNTY-  IA/CARROLL
 NL0182  USGS QUAD   -  GLIDDEN (1980)
 NL0182
 NL0182                         *CURRENT SURVEY CONTROL
 NL0182  ___________________________________________________________________
 NL0182* NAD 83(1986)-  42 03 15.     (N)    094 40 59.     (W)     SCALED    
 NL0182* NAVD 88     -       358.54   (meters)    1176.3    (feet)  RESET     
 NL0182  ___________________________________________________________________
 NL0182  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 NL0182
 NL0182  VERT ORDER  -  THIRD
 NL0182
 NL0182.The horizontal coordinates were scaled from a topographic map and have
 NL0182.an estimated accuracy of +/- 6 seconds.
 NL0182
 NL0182.The orthometric height was computed from unverified reset data.
 NL0182
 NL0182.The geoid height was determined by GEOID03.
 NL0182
 NL0182;                    North         East    Units  Estimated Accuracy
 NL0182;SPC IA N     - 1,062,240.    1,402,070.      MT  (+/- 180 meters Scaled)
 NL0182
 NL0182                          SUPERSEDED SURVEY CONTROL
 NL0182
 NL0182  NGVD 29 (??/??/??)  358.47   (m)         1176.1    (f) RESET       3  
 NL0182
 NL0182.Superseded values are not recommended for survey control.
 NL0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0182.See file dsdata.txt to determine how the superseded data were derived.
 NL0182
 NL0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG607571(NAD 83)
 NL0182_MARKER: DB = BENCH MARK DISK
 NL0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0182_SP_SET: BRIDGE
 NL0182_STAMPING: 1176.779 T 89 RESET 1941
 NL0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0182
 NL0182  HISTORY     - Date     Condition        Report By
 NL0182  HISTORY     - 1941     MONUMENTED       CGS
 NL0182  HISTORY     - 1954     GOOD             NGS
 NL0182
 NL0182                          STATION DESCRIPTION
 NL0182
 NL0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NL0182'2.2 MI E FROM GLIDDEN.
 NL0182'2.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0182'THE STATION AT GLIDDEN, CARROLL COUNTY, AT A ROAD CROSSING, AT
 NL0182'BRIDGE 782, IN THE NORTH END OF THE WEST ABUTMENT, AND 13 FEET
 NL0182'NORTH OF THE CENTERLINE OF THE NORTH TRACK.  A STANDARD DISK,
 NL0182'STAMPED 1176.779 T 89 RESET 1941.  NOTE-- THIS BENCH MARK WAS
 NL0182'ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE
 NL0182'CHICAGO AND NORTH WESTERN RAILWAY IN OCTOBER 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0113 ***********************************************************************
 OQ0113  DESIGNATION -  T 9
 OQ0113  PID         -  OQ0113
 OQ0113  STATE/COUNTY-  IA/LYON
 OQ0113  USGS QUAD   -  INWOOD (1971)
 OQ0113
 OQ0113                         *CURRENT SURVEY CONTROL
 OQ0113  ___________________________________________________________________
 OQ0113* NAD 83(1986)-  43 18 20.     (N)    096 25 57.     (W)     SCALED    
 OQ0113* NAVD 88     -       447.906  (meters)    1469.50   (feet)  ADJUSTED  
 OQ0113  ___________________________________________________________________
 OQ0113  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OQ0113  DYNAMIC HT  -         447.784 (meters)    1469.10  (feet)  COMP
 OQ0113  MODELED GRAV-     980,333.2   (mgal)                       NAVD 88
 OQ0113
 OQ0113  VERT ORDER  -  SECOND    CLASS 0
 OQ0113
 OQ0113.The horizontal coordinates were scaled from a topographic map and have
 OQ0113.an estimated accuracy of +/- 6 seconds.
 OQ0113
 OQ0113.The orthometric height was determined by differential leveling
 OQ0113.and adjusted by the National Geodetic Survey in June 1991..
 OQ0113
 OQ0113.The geoid height was determined by GEOID03.
 OQ0113
 OQ0113.The dynamic height is computed by dividing the NAVD 88
 OQ0113.geopotential number by the normal gravity value computed on the
 OQ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0113.degrees latitude (g = 980.6199 gals.).
 OQ0113
 OQ0113.The modeled gravity was interpolated from observed gravity values.
 OQ0113
 OQ0113;                    North         East    Units  Estimated Accuracy
 OQ0113;SPC IA N     - 1,204,690.    1,262,120.      MT  (+/- 180 meters Scaled)
 OQ0113
 OQ0113                          SUPERSEDED SURVEY CONTROL
 OQ0113
 OQ0113  NGVD 29 (??/??/92)  447.652  (m)         1468.67   (f) ADJ UNCH    2 0
 OQ0113
 OQ0113.Superseded values are not recommended for survey control.
 OQ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0113.See file dsdata.txt to determine how the superseded data were derived.
 OQ0113
 OQ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN082979(NAD 83)
 OQ0113_MARKER: DB = BENCH MARK DISK
 OQ0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0113_STAMPING: T 9 1934
 OQ0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0113+STABILITY: SURFACE MOTION
 OQ0113
 OQ0113  HISTORY     - Date     Condition        Report By
 OQ0113  HISTORY     - 1934     MONUMENTED       CGS
 OQ0113  HISTORY     - 1973     MARK NOT FOUND   IAHD
 OQ0113
 OQ0113                          STATION DESCRIPTION
 OQ0113
 OQ0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0113'AT INWOOD.
 OQ0113'AT INWOOD, 52.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 OQ0113'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 29.9
 OQ0113'FEET NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK, 15.8 FEET
 OQ0113'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, AND 2.0 FEET
 OQ0113'NORTHEAST OF THE RAILING AROUND THE LAWN OF THE STATION.  A
 OQ0113'STANDARD DISK, STAMPED T 9 1934 AND SET IN THE TOP OF A CONCRETE
 OQ0113'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.  NOTE-- DEPOT AND
 OQ0113'YARD RAILING GONE, GROUND HAS BEEN DISTURBED.
 OQ0113
 OQ0113                          STATION RECOVERY (1973)
 OQ0113
 OQ0113'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1973
 OQ0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1094 ***********************************************************************
 LF1094  DESIGNATION -  T 9
 LF1094  PID         -  LF1094
 LF1094  STATE/COUNTY-  IA/FREMONT
 LF1094  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1094
 LF1094                         *CURRENT SURVEY CONTROL
 LF1094  ___________________________________________________________________
 LF1094* NAD 83(1986)-  40 40 31.     (N)    095 50 08.     (W)     SCALED    
 LF1094* NAVD 88     -       296.699  (meters)     973.42   (feet)  ADJUSTED  
 LF1094  ___________________________________________________________________
 LF1094  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LF1094  DYNAMIC HT  -         296.544 (meters)     972.91  (feet)  COMP
 LF1094  MODELED GRAV-     980,092.7   (mgal)                       NAVD 88
 LF1094
 LF1094  VERT ORDER  -  FIRST     CLASS II
 LF1094
 LF1094.The horizontal coordinates were scaled from a topographic map and have
 LF1094.an estimated accuracy of +/- 6 seconds.
 LF1094
 LF1094.The orthometric height was determined by differential leveling
 LF1094.and adjusted by the National Geodetic Survey in June 1991..
 LF1094
 LF1094.The geoid height was determined by GEOID03.
 LF1094
 LF1094.The dynamic height is computed by dividing the NAVD 88
 LF1094.geopotential number by the normal gravity value computed on the
 LF1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1094.degrees latitude (g = 980.6199 gals.).
 LF1094
 LF1094.The modeled gravity was interpolated from observed gravity values.
 LF1094
 LF1094;                    North         East    Units  Estimated Accuracy
 LF1094;SPC IA S     -    77,640.      302,560.      MT  (+/- 180 meters Scaled)
 LF1094
 LF1094                          SUPERSEDED SURVEY CONTROL
 LF1094
 LF1094  NGVD 29 (??/??/92)  296.592  (m)          973.07   (f) ADJ UNCH    1 2
 LF1094
 LF1094.Superseded values are not recommended for survey control.
 LF1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1094.See file dsdata.txt to determine how the superseded data were derived.
 LF1094
 LF1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF603065(NAD 83)
 LF1094_MARKER: DB = BENCH MARK DISK
 LF1094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF1094_SP_SET: BRIDGE
 LF1094_STAMPING: T 9
 LF1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1094
 LF1094  HISTORY     - Date     Condition        Report By
 LF1094  HISTORY     - UNK      MONUMENTED       CGS
 LF1094  HISTORY     - 1948     POOR             NGS
 LF1094
 LF1094                          STATION DESCRIPTION
 LF1094
 LF1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1094'1 MI E FROM NEBRASKA CITY.
 LF1094'ABOUT 1.0 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF1094'RAILROAD FROM THE STATION AT NEBRASKA CITY, NEBRASKA, SET IN THE TOP
 LF1094'OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF THE CHICAGO,
 LF1094'BURLINGTON AND QUINCY RAILROAD BRIDGE OVER THE MISSOURI RIVER,
 LF1094'5.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.9 FEET NORTHWEST OF
 LF1094'THE SOUTHEAST END OF THE ABUTMENT, 0.8 FOOT NORTHEAST OF THE
 LF1094'SOUTHWEST FACE, 0.7 FOOT SOUTHWEST OF THE NORTHEAST FACE, ABOUT
 LF1094'1.0 FOOT BELOW THE TOP OF THE RAILS.  NOTE-- DISK BATTERED SO
 LF1094'THAT DATE IS NOT VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1527 ***********************************************************************
 LF1527  DESIGNATION -  T 9 RESET
 LF1527  PID         -  LF1527
 LF1527  STATE/COUNTY-  IA/FREMONT
 LF1527  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1527
 LF1527                         *CURRENT SURVEY CONTROL
 LF1527  ___________________________________________________________________
 LF1527* NAD 83(1986)-  40 40 25.     (N)    095 49 38.     (W)     SCALED    
 LF1527* NAVD 88     -       280.285  (meters)     919.57   (feet)  ADJUSTED  
 LF1527  ___________________________________________________________________
 LF1527  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LF1527  DYNAMIC HT  -         280.138 (meters)     919.09  (feet)  COMP
 LF1527  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 LF1527
 LF1527  VERT ORDER  -  FIRST     CLASS II
 LF1527
 LF1527.The horizontal coordinates were scaled from a topographic map and have
 LF1527.an estimated accuracy of +/- 6 seconds.
 LF1527
 LF1527.The orthometric height was determined by differential leveling
 LF1527.and adjusted by the National Geodetic Survey in March 1993..
 LF1527
 LF1527.The geoid height was determined by GEOID03.
 LF1527
 LF1527.The dynamic height is computed by dividing the NAVD 88
 LF1527.geopotential number by the normal gravity value computed on the
 LF1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1527.degrees latitude (g = 980.6199 gals.).
 LF1527
 LF1527.The modeled gravity was interpolated from observed gravity values.
 LF1527
 LF1527;                    North         East    Units  Estimated Accuracy
 LF1527;SPC IA S     -    77,440.      303,260.      MT  (+/- 180 meters Scaled)
 LF1527
 LF1527                          SUPERSEDED SURVEY CONTROL
 LF1527
 LF1527  NGVD 29 (05/12/04)  280.20   (m)          919.3    (f) RESET       3  
 LF1527
 LF1527.Superseded values are not recommended for survey control.
 LF1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1527.See file dsdata.txt to determine how the superseded data were derived.
 LF1527
 LF1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF610063(NAD 83)
 LF1527_MARKER: DV = VERTICAL CONTROL DISK
 LF1527_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF1527_SP_SET: HEADWALL
 LF1527_STAMPING: T 9 RESET 1985
 LF1527_MARK LOGO: NGS   
 LF1527_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1527+STABILITY: SURFACE MOTION
 LF1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1527+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1991
 LF1527
 LF1527  HISTORY     - Date     Condition        Report By
 LF1527  HISTORY     - 1985     MONUMENTED       NGS
 LF1527  HISTORY     - 19911024 GOOD             NGS
 LF1527
 LF1527                          STATION DESCRIPTION
 LF1527
 LF1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1527'4.0 KM (2.50 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LF1527'STATE HIGHWAY 75 IN NEBRASKA CITY, NEBRASKA, THENCE 0.3 KM (0.20 MI)
 LF1527'WESTERLY ALONG A GRAVELED ROAD, IN TOP OF AND 0.8 M (2.6 FT)
 LF1527'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF
 LF1527'A CULVERT, 50.0 M (164.0 FT) SOUTHEAST OF THE EAST CORNER OF A
 LF1527'HIGHWAY BRIDGE SPANNING THE MISSOURI RIVER, 8.3 M (27.2 FT) SOUTHEAST
 LF1527'OF THE ROAD CENTER, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0338 ***********************************************************************
 MJ0338  DESIGNATION -  T 90
 MJ0338  PID         -  MJ0338
 MJ0338  STATE/COUNTY-  IA/CRAWFORD
 MJ0338  USGS QUAD   -  EARLING NE (1971)
 MJ0338
 MJ0338                         *CURRENT SURVEY CONTROL
 MJ0338  ___________________________________________________________________
 MJ0338* NAD 83(1986)-  41 54 57.     (N)    095 20 39.     (W)     SCALED    
 MJ0338* NAVD 88     -       423.934  (meters)    1390.86   (feet)  ADJUSTED  
 MJ0338  ___________________________________________________________________
 MJ0338  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 MJ0338  DYNAMIC HT  -         423.740 (meters)    1390.22  (feet)  COMP
 MJ0338  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 MJ0338
 MJ0338  VERT ORDER  -  SECOND    CLASS 0
 MJ0338
 MJ0338.The horizontal coordinates were scaled from a topographic map and have
 MJ0338.an estimated accuracy of +/- 6 seconds.
 MJ0338
 MJ0338.The orthometric height was determined by differential leveling
 MJ0338.and adjusted by the National Geodetic Survey in June 1991..
 MJ0338
 MJ0338.The geoid height was determined by GEOID03.
 MJ0338
 MJ0338.The dynamic height is computed by dividing the NAVD 88
 MJ0338.geopotential number by the normal gravity value computed on the
 MJ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0338.degrees latitude (g = 980.6199 gals.).
 MJ0338
 MJ0338.The modeled gravity was interpolated from observed gravity values.
 MJ0338
 MJ0338;                    North         East    Units  Estimated Accuracy
 MJ0338;SPC IA N     - 1,047,860.    1,347,020.      MT  (+/- 180 meters Scaled)
 MJ0338
 MJ0338                          SUPERSEDED SURVEY CONTROL
 MJ0338
 MJ0338  NGVD 29 (??/??/92)  423.785  (m)         1390.37   (f) ADJ UNCH    2 0
 MJ0338
 MJ0338.Superseded values are not recommended for survey control.
 MJ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0338.See file dsdata.txt to determine how the superseded data were derived.
 MJ0338
 MJ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG056430(NAD 83)
 MJ0338_MARKER: DB = BENCH MARK DISK
 MJ0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0338_SP_SET: PIER
 MJ0338_STAMPING: T 90 1935
 MJ0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0338
 MJ0338  HISTORY     - Date     Condition        Report By
 MJ0338  HISTORY     - 1935     MONUMENTED       CGS
 MJ0338
 MJ0338                          STATION DESCRIPTION
 MJ0338
 MJ0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0338'3 MI E FROM BUCK GROVE.
 MJ0338'3.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0338'RAILROAD FROM THE STATION AT BUCK GROVE, CRAWFORD COUNTY, AT THE
 MJ0338'OVERHEAD CROSSING OF U.S. HIGHWAY 59, IN THE FACE OF THE SOUTHWEST
 MJ0338'PIER, AND 4 FEET ABOVE THE TRACK.  A STANDARD DISK, STAMPED T 90
 MJ0338'1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0339 ***********************************************************************
 MJ0339  DESIGNATION -  T 90 RESET
 MJ0339  PID         -  MJ0339
 MJ0339  STATE/COUNTY-  IA/CRAWFORD
 MJ0339  USGS QUAD   -  EARLING NE (1971)
 MJ0339
 MJ0339                         *CURRENT SURVEY CONTROL
 MJ0339  ___________________________________________________________________
 MJ0339* NAD 83(1986)-  41 54 57.     (N)    095 20 38.     (W)     SCALED    
 MJ0339* NAVD 88     -       422.25   (meters)    1385.3    (feet)  RESET     
 MJ0339  ___________________________________________________________________
 MJ0339  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 MJ0339
 MJ0339  VERT ORDER  -  THIRD
 MJ0339
 MJ0339.The horizontal coordinates were scaled from a topographic map and have
 MJ0339.an estimated accuracy of +/- 6 seconds.
 MJ0339
 MJ0339.The orthometric height was computed from unverified reset data.
 MJ0339
 MJ0339.The geoid height was determined by GEOID03.
 MJ0339
 MJ0339;                    North         East    Units  Estimated Accuracy
 MJ0339;SPC IA N     - 1,047,860.    1,347,040.      MT  (+/- 180 meters Scaled)
 MJ0339
 MJ0339                          SUPERSEDED SURVEY CONTROL
 MJ0339
 MJ0339  NGVD 29 (??/??/??)  422.10   (m)         1384.8    (f) RESET       3  
 MJ0339
 MJ0339.Superseded values are not recommended for survey control.
 MJ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0339.See file dsdata.txt to determine how the superseded data were derived.
 MJ0339
 MJ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG056430(NAD 83)
 MJ0339_MARKER: DD = SURVEY DISK
 MJ0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0339_SP_SET: OVERPASS
 MJ0339_STAMPING: T 90 RESET 1970
 MJ0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0339
 MJ0339  HISTORY     - Date     Condition        Report By
 MJ0339  HISTORY     - 1970     MONUMENTED       IAHD
 MJ0339
 MJ0339                          STATION DESCRIPTION
 MJ0339
 MJ0339'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1970
 MJ0339'3 MI E FROM BUCK GROVE.
 MJ0339'3 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0339'RAILROAD FROM THE STATION AT BUCK GROVE, AT THE OVERHEAD CROSSING
 MJ0339'OF U.S. HIGHWAY 59, 2 FEET SOUTH OF THE EAST COLUMN OF THE NORTH
 MJ0339'PIER OF THE OVERPASS AND ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0358 ***********************************************************************
 NL0358  DESIGNATION -  T 91
 NL0358  PID         -  NL0358
 NL0358  STATE/COUNTY-  IA/MONONA
 NL0358  USGS QUAD   -  MAPLETON (1982)
 NL0358
 NL0358                         *CURRENT SURVEY CONTROL
 NL0358  ___________________________________________________________________
 NL0358* NAD 83(1986)-  42 09 45.     (N)    095 48 00.     (W)     SCALED    
 NL0358* NAVD 88     -       345.653  (meters)    1134.03   (feet)  ADJUSTED  
 NL0358  ___________________________________________________________________
 NL0358  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 NL0358  DYNAMIC HT  -         345.524 (meters)    1133.61  (feet)  COMP
 NL0358  MODELED GRAV-     980,240.4   (mgal)                       NAVD 88
 NL0358
 NL0358  VERT ORDER  -  SECOND    CLASS 0
 NL0358
 NL0358.The horizontal coordinates were scaled from a topographic map and have
 NL0358.an estimated accuracy of +/- 6 seconds.
 NL0358
 NL0358.The orthometric height was determined by differential leveling
 NL0358.and adjusted by the National Geodetic Survey in June 1991..
 NL0358.WARNING-Repeat measurements at this control monument indicate possible
 NL0358.vertical movement.
 NL0358
 NL0358.The geoid height was determined by GEOID03.
 NL0358
 NL0358.The dynamic height is computed by dividing the NAVD 88
 NL0358.geopotential number by the normal gravity value computed on the
 NL0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0358.degrees latitude (g = 980.6199 gals.).
 NL0358
 NL0358.The modeled gravity was interpolated from observed gravity values.
 NL0358
 NL0358;                    North         East    Units  Estimated Accuracy
 NL0358;SPC IA N     - 1,076,170.    1,309,960.      MT  (+/- 180 meters Scaled)
 NL0358
 NL0358                          SUPERSEDED SURVEY CONTROL
 NL0358
 NL0358  NGVD 29 (??/??/92)  345.512  (m)         1133.57   (f) ADJ UNCH    2 0
 NL0358
 NL0358.Superseded values are not recommended for survey control.
 NL0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0358.See file dsdata.txt to determine how the superseded data were derived.
 NL0358
 NL0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG686716(NAD 83)
 NL0358_MARKER: DB = BENCH MARK DISK
 NL0358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0358_SP_SET: BRIDGE ABUTMENT
 NL0358_STAMPING: T 91 1935 1133.574
 NL0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0358
 NL0358  HISTORY     - Date     Condition        Report By
 NL0358  HISTORY     - 1935     MONUMENTED       CGS
 NL0358  HISTORY     - 1949     GOOD             NGS
 NL0358
 NL0358                          STATION DESCRIPTION
 NL0358
 NL0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NL0358'AT MAPLETON.
 NL0358'6 POLES NORTHWEST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0358'PACIFIC RAILROAD STATION AT MAPLETON, AT THE SOUTHEAST ABUTMENT
 NL0358'OF A 330 FOOT STEEL OVERPASS, WHICH IS OVER THE CHICAGO AND
 NL0358'NORTH WESTERN RAILWAY AND IOWA STATE HIGHWAY 175, 9 FEET
 NL0358'SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1.0 FOOT
 NL0358'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0954 ***********************************************************************
 NL0954  DESIGNATION -  T 91 RESET
 NL0954  PID         -  NL0954
 NL0954  STATE/COUNTY-  IA/MONONA
 NL0954  USGS QUAD   -  MAPLETON (1982)
 NL0954
 NL0954                         *CURRENT SURVEY CONTROL
 NL0954  ___________________________________________________________________
 NL0954* NAD 83(1986)-  42 09 45.     (N)    095 48 00.     (W)     SCALED    
 NL0954* NAVD 88     -       337.24   (meters)    1106.4    (feet)  RESET     
 NL0954  ___________________________________________________________________
 NL0954  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 NL0954
 NL0954  VERT ORDER  -  THIRD
 NL0954
 NL0954.The horizontal coordinates were scaled from a topographic map and have
 NL0954.an estimated accuracy of +/- 6 seconds.
 NL0954
 NL0954.The orthometric height was computed from unverified reset data.
 NL0954
 NL0954.The geoid height was determined by GEOID03.
 NL0954
 NL0954;                    North         East    Units  Estimated Accuracy
 NL0954;SPC IA N     - 1,076,170.    1,309,960.      MT  (+/- 180 meters Scaled)
 NL0954
 NL0954                          SUPERSEDED SURVEY CONTROL
 NL0954
 NL0954  NGVD 29 (05/12/04)  337.10   (m)         1106.0    (f) RESET       3  
 NL0954
 NL0954.Superseded values are not recommended for survey control.
 NL0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0954.See file dsdata.txt to determine how the superseded data were derived.
 NL0954
 NL0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG686716(NAD 83)
 NL0954_MARKER: DB = BENCH MARK DISK
 NL0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0954_SP_SET: CONCRETE POST
 NL0954_STAMPING: T 91 RESET 1982
 NL0954_MARK LOGO: NGS   
 NL0954_PROJECTION: PROJECTING 15 CENTIMETERS
 NL0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0954+STABILITY: SURFACE MOTION
 NL0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0954+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 NL0954
 NL0954  HISTORY     - Date     Condition        Report By
 NL0954  HISTORY     - 1982     MONUMENTED       NGS
 NL0954  HISTORY     - 20011006 GOOD             JCLS
 NL0954  HISTORY     - 20011008 GOOD             JCLS
 NL0954
 NL0954                          STATION DESCRIPTION
 NL0954
 NL0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NL0954'IN MAPLETON.
 NL0954'IN MAPLETON, 0.24 KM (0.15 MI) WEST ALONG STATE HIGHWAY 175 FROM ITS
 NL0954'JUNCTION WITH STATE HIGHWAY 141, TO A CURVE, THENCE 0.56 KM (0.35 MI)
 NL0954'SOUTH ALONG HIGHWAY 175 TO THE MARK ON THE LEFT, AT A JOG IN THE
 NL0954'RIGHT-OF-WAY FENCE, 16.5 M (54.1 FT) EAST OF THE CENTERLINE OF THE
 NL0954'HIGHWAY, 13.1 M (43.0 FT) WEST FROM A FENCE CORNER, 0.69 M (2.3 FT)
 NL0954'SOUTHEAST FROM A FENCE CORNER.
 NL0954'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 NL0954'THE MARK IS 1.8 M BELOW HIGHWAY.
 NL0954
 NL0954                          STATION RECOVERY (2001)
 NL0954
 NL0954'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 NL0954'RECOVERED IN GOOD CONDITION.
 NL0954
 NL0954                          STATION RECOVERY (2001)
 NL0954
 NL0954'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 NL0954'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0384 ***********************************************************************
 NL0384  DESIGNATION -  T 92
 NL0384  PID         -  NL0384
 NL0384  STATE/COUNTY-  IA/WOODBURY
 NL0384  USGS QUAD   -  CORRECTIONVILLE (1969)
 NL0384
 NL0384                         *CURRENT SURVEY CONTROL
 NL0384  ___________________________________________________________________
 NL0384* NAD 83(1986)-  42 25 22.     (N)    095 51 01.     (W)     SCALED    
 NL0384* NAVD 88     -       337.195  (meters)    1106.28   (feet)  ADJUSTED  
 NL0384  ___________________________________________________________________
 NL0384  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 NL0384  DYNAMIC HT  -         337.083 (meters)    1105.91  (feet)  COMP
 NL0384  MODELED GRAV-     980,279.1   (mgal)                       NAVD 88
 NL0384
 NL0384  VERT ORDER  -  SECOND    CLASS 0
 NL0384
 NL0384.The horizontal coordinates were scaled from a topographic map and have
 NL0384.an estimated accuracy of +/- 6 seconds.
 NL0384
 NL0384.The orthometric height was determined by differential leveling
 NL0384.and adjusted by the National Geodetic Survey in June 1991..
 NL0384
 NL0384.The geoid height was determined by GEOID03.
 NL0384
 NL0384.The dynamic height is computed by dividing the NAVD 88
 NL0384.geopotential number by the normal gravity value computed on the
 NL0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0384.degrees latitude (g = 980.6199 gals.).
 NL0384
 NL0384.The modeled gravity was interpolated from observed gravity values.
 NL0384
 NL0384;                    North         East    Units  Estimated Accuracy
 NL0384;SPC IA N     - 1,105,190.    1,306,610.      MT  (+/- 180 meters Scaled)
 NL0384
 NL0384                          SUPERSEDED SURVEY CONTROL
 NL0384
 NL0384  NGVD 29 (??/??/92)  337.070  (m)         1105.87   (f) ADJ UNCH    2 0
 NL0384
 NL0384.Superseded values are not recommended for survey control.
 NL0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0384.See file dsdata.txt to determine how the superseded data were derived.
 NL0384
 NL0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH655006(NAD 83)
 NL0384_MARKER: DB = BENCH MARK DISK
 NL0384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0384_SP_SET: BRIDGE
 NL0384_STAMPING: T 92 1935
 NL0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0384
 NL0384  HISTORY     - Date     Condition        Report By
 NL0384  HISTORY     - 1935     MONUMENTED       CGS
 NL0384  HISTORY     - 1942     GOOD             NGS
 NL0384  HISTORY     - 20060828 MARK NOT FOUND   GEOCAC
 NL0384
 NL0384                          STATION DESCRIPTION
 NL0384
 NL0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NL0384'2.6 MI N FROM ANTHON.
 NL0384'2.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0384'STATION AT ANTHON, 9 POLES NORTH OF MILEPOST 27, OPPOSITE
 NL0384'150-FOOT PILING BRIDGE T-26.77, 65 FEET WEST OF THE CENTERLINE
 NL0384'OF THE TRACK, AT A 65-FOOT CONCRETE DECK BRIDGE ON STATE HIGHWAY
 NL0384'31, AT THE JUNCTION OF THE SOUTHEAST WING WALL AND THE SOUTH
 NL0384'ABUTMENT, 12 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 NL0384'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED T 92 1935.
 NL0384
 NL0384                          STATION RECOVERY (2006)
 NL0384
 NL0384'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NL0384'BRIDGE DECK PROBABLY REPLACED, PERHAPS COVERING OLD WING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0133 ***********************************************************************
 NL0133  DESIGNATION -  T 93
 NL0133  PID         -  NL0133
 NL0133  STATE/COUNTY-  IA/CARROLL
 NL0133  USGS QUAD   -  CARROLL WEST (1980)
 NL0133
 NL0133                         *CURRENT SURVEY CONTROL
 NL0133  ___________________________________________________________________
 NL0133* NAD 83(1986)-  42 07 25.     (N)    094 58 25.     (W)     SCALED    
 NL0133* NAVD 88     -       389.243  (meters)    1277.04   (feet)  ADJUSTED  
 NL0133  ___________________________________________________________________
 NL0133  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 NL0133  DYNAMIC HT  -         389.078 (meters)    1276.50  (feet)  COMP
 NL0133  MODELED GRAV-     980,189.4   (mgal)                       NAVD 88
 NL0133
 NL0133  VERT ORDER  -  SECOND    CLASS 0
 NL0133
 NL0133.The horizontal coordinates were scaled from a topographic map and have
 NL0133.an estimated accuracy of +/- 6 seconds.
 NL0133
 NL0133.The orthometric height was determined by differential leveling
 NL0133.and adjusted by the National Geodetic Survey in June 1991..
 NL0133
 NL0133.The geoid height was determined by GEOID03.
 NL0133
 NL0133.The dynamic height is computed by dividing the NAVD 88
 NL0133.geopotential number by the normal gravity value computed on the
 NL0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0133.degrees latitude (g = 980.6199 gals.).
 NL0133
 NL0133.The modeled gravity was interpolated from observed gravity values.
 NL0133
 NL0133;                    North         East    Units  Estimated Accuracy
 NL0133;SPC IA N     - 1,070,330.    1,378,150.      MT  (+/- 180 meters Scaled)
 NL0133
 NL0133                          SUPERSEDED SURVEY CONTROL
 NL0133
 NL0133  NGVD 29 (??/??/92)  389.126  (m)         1276.66   (f) ADJ UNCH    2 0
 NL0133
 NL0133.Superseded values are not recommended for survey control.
 NL0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0133.See file dsdata.txt to determine how the superseded data were derived.
 NL0133
 NL0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG368653(NAD 83)
 NL0133_MARKER: DB = BENCH MARK DISK
 NL0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0133_STAMPING: T 93 1935
 NL0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0133+STABILITY: SURFACE MOTION
 NL0133
 NL0133  HISTORY     - Date     Condition        Report By
 NL0133  HISTORY     - 1935     MONUMENTED       CGS
 NL0133  HISTORY     - 1943     GOOD             NGS
 NL0133  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0133
 NL0133                          STATION DESCRIPTION
 NL0133
 NL0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0133'4 MI NW FROM MAPLE RIVER.
 NL0133'4.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0133'FROM THE STATION AT MAPLE RIVER, CARROLL COUNTY, AT A ROAD
 NL0133'CROSSING, 45 FEET WEST OF THE CENTERLINE OF THE TRACK, 33 FEET
 NL0133'SOUTH OF THE CENTERLINE OF THE ROAD, 9 FEET SOUTHEAST OF A
 NL0133'FENCE CORNER, 2 FEET EAST OF THE FENCE LINE, AND ABOUT 4 FEET
 NL0133'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED T 93 1935 AND
 NL0133'SET IN THE TOP OF A CONCRETE POST.
 NL0133
 NL0133                          STATION RECOVERY (1975)
 NL0133
 NL0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0433 ***********************************************************************
 NL0433  DESIGNATION -  T 94
 NL0433  PID         -  NL0433
 NL0433  STATE/COUNTY-  IA/CRAWFORD
 NL0433  USGS QUAD   -  UTE (1971)
 NL0433
 NL0433                         *CURRENT SURVEY CONTROL
 NL0433  ___________________________________________________________________
 NL0433* NAD 83(1986)-  42 05 44.     (N)    095 38 21.     (W)     SCALED    
 NL0433* NAVD 88     -       375.223  (meters)    1231.04   (feet)  ADJUSTED  
 NL0433  ___________________________________________________________________
 NL0433  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 NL0433  DYNAMIC HT  -         375.079 (meters)    1230.57  (feet)  COMP
 NL0433  MODELED GRAV-     980,226.8   (mgal)                       NAVD 88
 NL0433
 NL0433  VERT ORDER  -  SECOND    CLASS 0
 NL0433
 NL0433.The horizontal coordinates were scaled from a topographic map and have
 NL0433.an estimated accuracy of +/- 6 seconds.
 NL0433
 NL0433.The orthometric height was determined by differential leveling
 NL0433.and adjusted by the National Geodetic Survey in June 1991..
 NL0433
 NL0433.The geoid height was determined by GEOID03.
 NL0433
 NL0433.The dynamic height is computed by dividing the NAVD 88
 NL0433.geopotential number by the normal gravity value computed on the
 NL0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0433.degrees latitude (g = 980.6199 gals.).
 NL0433
 NL0433.The modeled gravity was interpolated from observed gravity values.
 NL0433
 NL0433;                    North         East    Units  Estimated Accuracy
 NL0433;SPC IA N     - 1,068,390.    1,323,050.      MT  (+/- 180 meters Scaled)
 NL0433
 NL0433                          SUPERSEDED SURVEY CONTROL
 NL0433
 NL0433  NGVD 29 (??/??/92)  375.074  (m)         1230.56   (f) ADJ UNCH    2 0
 NL0433
 NL0433.Superseded values are not recommended for survey control.
 NL0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0433.See file dsdata.txt to determine how the superseded data were derived.
 NL0433
 NL0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG817637(NAD 83)
 NL0433_MARKER: DB = BENCH MARK DISK
 NL0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0433_STAMPING: T 94 1935
 NL0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0433+STABILITY: SURFACE MOTION
 NL0433
 NL0433  HISTORY     - Date     Condition        Report By
 NL0433  HISTORY     - 1935     MONUMENTED       CGS
 NL0433  HISTORY     - 1943     GOOD             NGS
 NL0433
 NL0433                          STATION DESCRIPTION
 NL0433
 NL0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0433'4.1 MI SW FROM RICKETTS.
 NL0433'4.1 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0433'FROM THE STATION AT RICKETTS, AT AN EAST-AND-WEST ROAD CROSSING,
 NL0433'45 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 33 FEET NORTH
 NL0433'OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH AND 7 FEET EAST OF
 NL0433'A RIGHT-OF-WAY FENCE CORNER, AND ABOUT 3 FEET LOWER THAN THE
 NL0433'TRACK.  A STANDARD DISK, STAMPED T 94 1935 AND SET IN THE TOP
 NL0433'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0951 ***********************************************************************
 MJ0951  DESIGNATION -  T 95
 MJ0951  PID         -  MJ0951
 MJ0951  STATE/COUNTY-  IA/HARRISON
 MJ0951  USGS QUAD   -  PISGAH (1971)
 MJ0951
 MJ0951                         *CURRENT SURVEY CONTROL
 MJ0951  ___________________________________________________________________
 MJ0951* NAD 83(1986)-  41 45 41.     (N)    095 59 56.     (W)     SCALED    
 MJ0951* NAVD 88     -       312.760  (meters)    1026.11   (feet)  ADJUSTED  
 MJ0951  ___________________________________________________________________
 MJ0951  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 MJ0951  DYNAMIC HT  -         312.630 (meters)    1025.69  (feet)  COMP
 MJ0951  MODELED GRAV-     980,199.8   (mgal)                       NAVD 88
 MJ0951
 MJ0951  VERT ORDER  -  SECOND    CLASS 0
 MJ0951
 MJ0951.The horizontal coordinates were scaled from a topographic map and have
 MJ0951.an estimated accuracy of +/- 6 seconds.
 MJ0951
 MJ0951.The orthometric height was determined by differential leveling
 MJ0951.and adjusted by the National Geodetic Survey in June 1991..
 MJ0951
 MJ0951.The geoid height was determined by GEOID03.
 MJ0951
 MJ0951.The dynamic height is computed by dividing the NAVD 88
 MJ0951.geopotential number by the normal gravity value computed on the
 MJ0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0951.degrees latitude (g = 980.6199 gals.).
 MJ0951
 MJ0951.The modeled gravity was interpolated from observed gravity values.
 MJ0951
 MJ0951;                    North         East    Units  Estimated Accuracy
 MJ0951;SPC IA S     -   198,590.      292,220.      MT  (+/- 180 meters Scaled)
 MJ0951
 MJ0951                          SUPERSEDED SURVEY CONTROL
 MJ0951
 MJ0951  NGVD 29 (??/??/92)  312.612  (m)         1025.63   (f) ADJ UNCH    2 0
 MJ0951
 MJ0951.Superseded values are not recommended for survey control.
 MJ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0951.See file dsdata.txt to determine how the superseded data were derived.
 MJ0951
 MJ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG507276(NAD 83)
 MJ0951_MARKER: DB = BENCH MARK DISK
 MJ0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0951_STAMPING: T 95 1935
 MJ0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0951+STABILITY: SURFACE MOTION
 MJ0951
 MJ0951  HISTORY     - Date     Condition        Report By
 MJ0951  HISTORY     - 1935     MONUMENTED       CGS
 MJ0951  HISTORY     - 1943     GOOD             NGS
 MJ0951  HISTORY     - 1971     MARK NOT FOUND   USGS
 MJ0951
 MJ0951                          STATION DESCRIPTION
 MJ0951
 MJ0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MJ0951'1.5 MI SW FROM ORSON.
 MJ0951'1.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0951'FROM THE STATION AT ORSON, HARRISON COUNTY, 275 FEET SOUTHWEST OF
 MJ0951'CULVERT 272, AT A ROAD CROSSING, 50 FEET WEST OF THE CENTERLINE
 MJ0951'OF THE TRACK, 42 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 MJ0951'12 FEET NORTHEAST OF A FENCE CORNER, AND 2 FEET SOUTHWEST OF A
 MJ0951'FENCE LINE.  A STANDARD DISK, STAMPED T 95 1935 AND SET IN THE TOP
 MJ0951'OF A CONCRETE POST.
 MJ0951
 MJ0951                          STATION RECOVERY (1971)
 MJ0951
 MJ0951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MJ0951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0576 ***********************************************************************
 MJ0576  DESIGNATION -  T 96
 MJ0576  PID         -  MJ0576
 MJ0576  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0576  USGS QUAD   -  NEOLA (1994)
 MJ0576
 MJ0576                         *CURRENT SURVEY CONTROL
 MJ0576  ___________________________________________________________________
 MJ0576* NAD 83(1986)-  41 29 32.     (N)    095 35 47.     (W)     SCALED    
 MJ0576* NAVD 88     -       341.082  (meters)    1119.03   (feet)  ADJUSTED  
 MJ0576  ___________________________________________________________________
 MJ0576  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 MJ0576  DYNAMIC HT  -         340.928 (meters)    1118.53  (feet)  COMP
 MJ0576  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 MJ0576
 MJ0576  VERT ORDER  -  SECOND    CLASS 0
 MJ0576
 MJ0576.The horizontal coordinates were scaled from a topographic map and have
 MJ0576.an estimated accuracy of +/- 6 seconds.
 MJ0576
 MJ0576.The orthometric height was determined by differential leveling
 MJ0576.and adjusted by the National Geodetic Survey in June 1991..
 MJ0576
 MJ0576.The geoid height was determined by GEOID03.
 MJ0576
 MJ0576.The dynamic height is computed by dividing the NAVD 88
 MJ0576.geopotential number by the normal gravity value computed on the
 MJ0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0576.degrees latitude (g = 980.6199 gals.).
 MJ0576
 MJ0576.The modeled gravity was interpolated from observed gravity values.
 MJ0576
 MJ0576;                    North         East    Units  Estimated Accuracy
 MJ0576;SPC IA S     -   167,820.      324,960.      MT  (+/- 180 meters Scaled)
 MJ0576
 MJ0576                          SUPERSEDED SURVEY CONTROL
 MJ0576
 MJ0576  NGVD 29 (??/??/92)  340.980  (m)         1118.70   (f) ADJ UNCH    2 0
 MJ0576
 MJ0576.Superseded values are not recommended for survey control.
 MJ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0576.See file dsdata.txt to determine how the superseded data were derived.
 MJ0576
 MJ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF832966(NAD 83)
 MJ0576_MARKER: DB = BENCH MARK DISK
 MJ0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0576_SP_SET: BRIDGE ABUTMENT
 MJ0576_STAMPING: 1118.485 T 96 1935
 MJ0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0576
 MJ0576  HISTORY     - Date     Condition        Report By
 MJ0576  HISTORY     - 1935     MONUMENTED       CGS
 MJ0576  HISTORY     - 1948     GOOD             NGS
 MJ0576
 MJ0576                          STATION DESCRIPTION
 MJ0576
 MJ0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0576'3.8 MI N FROM NEOLA.
 MJ0576'3.8 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0576'PACIFIC RAILROAD FROM THE STATION AT NEOLA, POTTAWATTAMIE COUNTY,
 MJ0576'5-1/2 POLES SOUTH OF MILEPOST 459, 2 POLES NORTH OF AN
 MJ0576'EAST-AND-WEST ROAD CROSSING, AT 200-FOOT STEEL BRIDGE, Z 1518,
 MJ0576'IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT, 8 FEET WEST
 MJ0576'OF THE CENTERLINE OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER
 MJ0576'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED 1118.485
 MJ0576'T 96 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0890 ***********************************************************************
 LF0890  DESIGNATION -  T 97
 LF0890  PID         -  LF0890
 LF0890  STATE/COUNTY-  IA/MILLS
 LF0890  USGS QUAD   -  TABOR NE (1957)
 LF0890
 LF0890                         *CURRENT SURVEY CONTROL
 LF0890  ___________________________________________________________________
 LF0890* NAD 83(1986)-  40 58 57.     (N)    095 31 23.     (W)     SCALED    
 LF0890* NAVD 88     -       301.526  (meters)     989.26   (feet)  ADJUSTED  
 LF0890  ___________________________________________________________________
 LF0890  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 LF0890  DYNAMIC HT  -         301.388 (meters)     988.80  (feet)  COMP
 LF0890  MODELED GRAV-     980,160.1   (mgal)                       NAVD 88
 LF0890
 LF0890  VERT ORDER  -  SECOND    CLASS 0
 LF0890
 LF0890.The horizontal coordinates were scaled from a topographic map and have
 LF0890.an estimated accuracy of +/- 6 seconds.
 LF0890
 LF0890.The orthometric height was determined by differential leveling
 LF0890.and adjusted by the National Geodetic Survey in June 1991..
 LF0890
 LF0890.The geoid height was determined by GEOID03.
 LF0890
 LF0890.The dynamic height is computed by dividing the NAVD 88
 LF0890.geopotential number by the normal gravity value computed on the
 LF0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0890.degrees latitude (g = 980.6199 gals.).
 LF0890
 LF0890.The modeled gravity was interpolated from observed gravity values.
 LF0890
 LF0890;                    North         East    Units  Estimated Accuracy
 LF0890;SPC IA S     -   111,090.      329,770.      MT  (+/- 180 meters Scaled)
 LF0890
 LF0890                          SUPERSEDED SURVEY CONTROL
 LF0890
 LF0890  NGVD 29 (??/??/92)  301.447  (m)          989.00   (f) ADJ UNCH    2 0
 LF0890
 LF0890.Superseded values are not recommended for survey control.
 LF0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0890.See file dsdata.txt to determine how the superseded data were derived.
 LF0890
 LF0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF877398(NAD 83)
 LF0890_MARKER: DB = BENCH MARK DISK
 LF0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0890_STAMPING: T 97 1935
 LF0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0890+STABILITY: SURFACE MOTION
 LF0890
 LF0890  HISTORY     - Date     Condition        Report By
 LF0890  HISTORY     - 1935     MONUMENTED       CGS
 LF0890  HISTORY     - 1955     MARK NOT FOUND   NGS
 LF0890
 LF0890                          STATION DESCRIPTION
 LF0890
 LF0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LF0890'2.7 MI N FROM STRAHAN.
 LF0890'2.7 MILES NORTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 LF0890'STRAHAN, MILLS COUNTY, AT WHITE CLOUD, AT THE CROSSING OF THE
 LF0890'CHICAGO, BURLINGTON AND QUINCY RAILROAD, 101 FEET EAST OF THE
 LF0890'CENTERLINE OF THE C.B. AND Q.R.R. TRACK, 62 FEET NORTH OF THE
 LF0890'CENTERLINE OF THE W. R.R. TRACK, AT A ROAD CROSSING, 37 FEET
 LF0890'WEST OF THE CENTERLINE OF THE ROAD, 10 FEET WEST OF A POLE, AND
 LF0890'3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED T 97 1935
 LF0890'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0433 ***********************************************************************
 MJ0433  DESIGNATION -  T 98
 MJ0433  PID         -  MJ0433
 MJ0433  STATE/COUNTY-  IA/MONTGOMERY
 MJ0433  USGS QUAD   -  RED OAK NORTH (1978)
 MJ0433
 MJ0433                         *CURRENT SURVEY CONTROL
 MJ0433  ___________________________________________________________________
 MJ0433* NAD 83(1986)-  41 03 35.     (N)    095 13 08.     (W)     SCALED    
 MJ0433* NAVD 88     -       318.980  (meters)    1046.52   (feet)  ADJUSTED  
 MJ0433  ___________________________________________________________________
 MJ0433  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 MJ0433  DYNAMIC HT  -         318.833 (meters)    1046.04  (feet)  COMP
 MJ0433  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 MJ0433
 MJ0433  VERT ORDER  -  SECOND    CLASS 0
 MJ0433
 MJ0433.The horizontal coordinates were scaled from a topographic map and have
 MJ0433.an estimated accuracy of +/- 6 seconds.
 MJ0433
 MJ0433.The orthometric height was determined by differential leveling
 MJ0433.and adjusted by the National Geodetic Survey in June 1991..
 MJ0433
 MJ0433.The geoid height was determined by GEOID03.
 MJ0433
 MJ0433.The dynamic height is computed by dividing the NAVD 88
 MJ0433.geopotential number by the normal gravity value computed on the
 MJ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0433.degrees latitude (g = 980.6199 gals.).
 MJ0433
 MJ0433.The modeled gravity was interpolated from observed gravity values.
 MJ0433
 MJ0433;                    North         East    Units  Estimated Accuracy
 MJ0433;SPC IA S     -   119,110.      355,530.      MT  (+/- 180 meters Scaled)
 MJ0433
 MJ0433                          SUPERSEDED SURVEY CONTROL
 MJ0433
 MJ0433  NGVD 29 (??/??/92)  318.887  (m)         1046.22   (f) ADJ UNCH    2 0
 MJ0433
 MJ0433.Superseded values are not recommended for survey control.
 MJ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0433.See file dsdata.txt to determine how the superseded data were derived.
 MJ0433
 MJ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF135477(NAD 83)
 MJ0433_MARKER: DB = BENCH MARK DISK
 MJ0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0433_STAMPING: T 98 1935
 MJ0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0433+STABILITY: SURFACE MOTION
 MJ0433
 MJ0433  HISTORY     - Date     Condition        Report By
 MJ0433  HISTORY     - 1935     MONUMENTED       CGS
 MJ0433  HISTORY     - 1976     MARK NOT FOUND   USGS
 MJ0433
 MJ0433                          STATION DESCRIPTION
 MJ0433
 MJ0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0433'2.8 MI S FROM RED OAK.
 MJ0433'2.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0433'FROM THE STATION AT STENNETT, 4.8 MILES NORTH OF THE STATION
 MJ0433'AT RED OAK, 5-1/2 POLES SOUTH OF MILEPOST 5, AT A PRIVATE-ROAD
 MJ0433'CROSSING, 48 FEET EAST OF THE CENTERLINE OF THE TRACK, 33 FEET
 MJ0433'NORTH OF THE CENTERLINE OF THE ROAD, 40 FEET SOUTH OF A POLE,
 MJ0433'7 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE TRACK.
 MJ0433'A STANDARD DISK, STAMPED T 98 1935 AND SET IN THE TOP OF A
 MJ0433'CONCRETE POST.
 MJ0433
 MJ0433                          STATION RECOVERY (1976)
 MJ0433
 MJ0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MJ0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1107 ***********************************************************************
 MJ1107  DESIGNATION -  TAHA
 MJ1107  PID         -  MJ1107
 MJ1107  STATE/COUNTY-  IA/ADAMS
 MJ1107  USGS QUAD   -  PRESCOTT (1980)
 MJ1107
 MJ1107                         *CURRENT SURVEY CONTROL
 MJ1107  ___________________________________________________________________
 MJ1107* NAD 83(1996)-  41 06 46.30356(N)    094 36 11.12874(W)     ADJUSTED  
 MJ1107* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 MJ1107  ___________________________________________________________________
 MJ1107  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 MJ1107  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 MJ1107
 MJ1107  HORZ ORDER  -  FIRST
 MJ1107
 MJ1107.The horizontal coordinates were established by classical geodetic methods
 MJ1107.and adjusted by the National Geodetic Survey in May 1999..
 MJ1107
 MJ1107.The orthometric height was scaled from a topographic map.
 MJ1107
 MJ1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1107
 MJ1107.The geoid height was determined by GEOID03.
 MJ1107
 MJ1107;                    North         East     Units Scale Factor Converg.
 MJ1107;SPC IA S     -   124,168.902   407,356.859   MT  0.99994954   -0 43 35.8
 MJ1107;UTM  15      - 4,552,524.230   365,405.395   MT  0.99982296   -1 03 15.3
 MJ1107
 MJ1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1107!SPC IA S     -   0.99994263  x   0.99994954  =   0.99989218
 MJ1107!UTM  15      -   0.99994263  x   0.99982296  =   0.99976560
 MJ1107
 MJ1107:                Primary Azimuth Mark                     Grid Az
 MJ1107:SPC IA S     -  TAHA AZ MK                               077 42 03.6
 MJ1107:UTM  15      -  TAHA AZ MK                               078 01 43.1
 MJ1107
 MJ1107|---------------------------------------------------------------------|
 MJ1107| PID    Reference Object                     Distance      Geod. Az  |
 MJ1107|                                                           dddmmss.s |
 MJ1107| CL7708 TAHA AZ MK                                         0765827.8 |
 MJ1107| MJ1086 CRESTON CBQ RR STACK                APPROX.21.7 KM 1061023.4 |
 MJ1107| MJ1089 CRESTON UNION CO CTHSE CUPOLA       APPROX.21.2 KM 1061159.8 |
 MJ1107| MJ1087 CRESTON IOWA SOU UTIL CO STK        APPROX.21.3 KM 1064008.0 |
 MJ1107| MJ1091 CRESTON ST MALACHYS CATH CH         APPROX.21.0 KM 1074359.3 |
 MJ1107| CL7709 TAHA RM 1                            89.002 METERS 23509     |
 MJ1107| CL7710 TAHA RM 2                            74.838 METERS 28329     |
 MJ1107| CL7712 TAHA RM 4                            68.662 METERS 28611     |
 MJ1107| CL7711 TAHA RM 3                            52.395 METERS 32716     |
 MJ1107|---------------------------------------------------------------------|
 MJ1107
 MJ1107                          SUPERSEDED SURVEY CONTROL
 MJ1107
 MJ1107  NAD 83(1986)-  41 06 46.30421(N)    094 36 11.15756(W) AD(       ) 1
 MJ1107  NAD 27      -  41 06 46.35000(N)    094 36 10.26900(W) AD(       ) 1
 MJ1107
 MJ1107.Superseded values are not recommended for survey control.
 MJ1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1107.See file dsdata.txt to determine how the superseded data were derived.
 MJ1107
 MJ1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF6540552524(NAD 83)
 MJ1107_MARKER: DS = TRIANGULATION STATION DISK
 MJ1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1107
 MJ1107  HISTORY     - Date     Condition        Report By
 MJ1107  HISTORY     - 1934     MONUMENTED       CGS
 MJ1107  HISTORY     - 1962     GOOD             IACC
 MJ1107  HISTORY     - 1970     GOOD             NGS
 MJ1107
 MJ1107                          STATION DESCRIPTION
 MJ1107
 MJ1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1107'THIS STATION IS ABOUT 11 MILES NE OF CORNING.  ABOUT 13 MILES
 MJ1107'NW OF CRESTON.  AND 6 MILES N OF PRESCOTT.  IN THE NW 1/4
 MJ1107'OF SECTION 24, T 73 N, R 33 W.  ON LAND OWNED AND OCCUPIED BY
 MJ1107'FRANK TAHA.  THE STATION MARK IS ABOUT 200 FEET S OF BARN,
 MJ1107'162 FEET SSE OF SE CORNER OF CORN CRIB.  150 FEET S OF FENCE
 MJ1107'CORNER.  108 FEET SE OF SE CORNER OF FENCE AROUND HOG LOT,
 MJ1107'AND 1 FOOT W OF FENCE LINE.  THE MARK IS UNDERGROUND 12 INCHES.
 MJ1107'
 MJ1107'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MJ1107'BRONZE DISKS SET IN CONCRETE.
 MJ1107'
 MJ1107'REFERENCE MARK NO. 1 IS SW OF THE STATION.  1 FOOT E OF E
 MJ1107'RIGHT-OF-WAY OF FENCE LINE, AND 30 FEET E OF THE CENTER LINE
 MJ1107'OF THE ROAD.  THE MARK PROJECTS 8 INCHES.
 MJ1107'
 MJ1107'REFERENCE MARK NO. 2 IS WNW OF THE STATION.  30 FEET E OF
 MJ1107'CENTER LINE OF ROAD.  7 FEET S OF FENCE CORNER, AND 1 FOOT
 MJ1107'E OF FENCE LINE.  THE MARK PROJECTS 10 INCHES.  THE DISTANCE
 MJ1107'BETWEEN THE REFERENCE MARKS IS 224.09 FEET.
 MJ1107'
 MJ1107'THE AZIMUTH MARK IS ENE OF THE STATION.  0.6 MILE E OF CROSSROADS.
 MJ1107'90 FEET E OF EASTERNMOST WALNUT TREE, IN LINE OF SIX.  24
 MJ1107'FEET N OF CENTER LINE OF DIRT ROAD.  1-1/2 FEET N OF N
 MJ1107'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 10 INCHES.
 MJ1107'
 MJ1107'STATION MAY BE REACHED FROM CORNING BY GOING E ON U.S. HIGHWAY
 MJ1107'34 TO ITS INTERSECTION WITH STATE HIGHWAY 186, ABOUT 7 MILES.
 MJ1107'THENCE N ON STATE HIGHWAY 186, 3.1 MILES TO RAILWAY CROSSING
 MJ1107'IN PRESCOTT.  CROSS THE TRACKS, TURN RIGHT AND SWING N FOR
 MJ1107'0.35 MILE.  THENCE E FROM T-INTERSECTION 0.25 MILE.  THENCE
 MJ1107'N ON SIDE ROAD (DIRT) FOR 5.85 MILES TO TAHA FARMHOUSE AND
 MJ1107'STATION ON RIGHT.  TO REACH FROM MASSENA GO E 0.3 MILE ON
 MJ1107'STATE HIGHWAY 2 TO INTERSECTION WITH STATE HIGHWAY 148.
 MJ1107'THENCE S ON STATE HIGHWAY 148 FOR 9.2 MILES TO INTERSECTION
 MJ1107'WITH COUNTY ROUTE A.  THENCE E ON COUNTY ROUTE A 1.2
 MJ1107'MILES TO SMALL TOWN.  CONTINUE ON COUNTY ROUTE A FOR 7.55
 MJ1107'MILES TO T-INTERSECTION.  THENCE S 1.1 MILES TO MR. TAHAS HOUSE AND
 MJ1107'STATION ON LEFT (E).
 MJ1107'
 MJ1107'ALL LIGHTS COME INTO VIEW AT 64 FEET.
 MJ1107
 MJ1107                          STATION RECOVERY (1962)
 MJ1107
 MJ1107'RECOVERY NOTE BY IOWA CONSERVATION COMMISSION 1962 (REF)
 MJ1107'STATION FOUND IN GOOD CONDITION AS DESCRIBED.  R.M. 2 AND
 MJ1107'R.M. 2 FOUND OUT OF GROUND AND LAYING ALONGSIDE ROAD
 MJ1107'RIGHT-OF-WAY FENCE.  ROAD ON WHICH THE AZIMUTH MARK IS LOCATED
 MJ1107'HAS BEEN RECENTLY GRADED AND WHILE IN PLACE HAS MOST OF DIRT
 MJ1107'REMOVED ON THE NORTH AND PROBABLY SHOULD BE RESET.
 MJ1107
 MJ1107                          STATION RECOVERY (1970)
 MJ1107
 MJ1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MJ1107'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 MJ1107'IN GOOD CONDITION.  THE AZIMUTH MARK WAS LEFT IN PLACE WHEN
 MJ1107'ROAD WAS WIDENED AND IS SOLID IN THE GROUND.  REFERENCE MARK
 MJ1107'NO. 1 AND REFERENCE MARK NO. 2 WERE DESTROYED BY ROAD
 MJ1107'CONSTRUCTION.
 MJ1107'
 MJ1107'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 MJ1107'
 MJ1107'FOLLOWING IS A NEW DESCRIPTION.
 MJ1107'
 MJ1107'TO REACH THE STATION FROM THE RAILROAD CROSSING IN PRESCOTT,
 MJ1107'GO NORTH ON STATE HIGHWAY 186 FOR 6.45 MILES TO A DRIVEWAY
 MJ1107'AND ABANDONED FARM BUILDINGS ON THE RIGHT AND THE STATION IS
 MJ1107'SOUTH OF THE LARGE BARN AND SOUTH-SOUTHEAST OF THE HOUSE.
 MJ1107'
 MJ1107'STATION MARK, A STANDARD DISK STAMPED TAHA 1934, IS SET IN THE
 MJ1107'TOP OF A SQUARE CONCRETE POST WHICH IS 14 INCHES BELOW THE
 MJ1107'SURFACE OF THE GROUND.  IT IS 274 FEET EAST OF THE CENTER OF
 MJ1107'HIGHWAY, 207.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BARN,
 MJ1107'164.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A CORN CRIB,
 MJ1107'13 FEET EAST OF A PROJECTED LINE OF THE EAST SIDE OF THE BARN,
 MJ1107'1 FOOT WEST OF A METAL WITNESS POST SET IN A NORTH-SOUTH FENCE,
 MJ1107'AND AT THE EAST SIDE OF A FENCE LANE.  THE UNDERGROUND MARK
 MJ1107'WAS NOT INSPECTED.  THE STATION IS ON LAND OWNED BY MR.
 MJ1107'GEORGE TAHA WHO LIVES IN PRESCOTT.
 MJ1107'
 MJ1107'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED TAHA 1934 NO.
 MJ1107'3 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MJ1107'PROJECTS 3 INCHES.  IT IS 58 FEET SOUTH OF THE SOUTHEAST LEG
 MJ1107'OF A WINDMILL, 9.5 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER
 MJ1107'OF A CORN CRIB, AND 2 FEET NORTH OF A BOARD FENCE.
 MJ1107'
 MJ1107'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED TAHA 1934 NO.
 MJ1107'4 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MJ1107'4 INCHES.  IT IS 49 FEET EAST OF THE CENTER OF THE HIGHWAY,
 MJ1107'20.5 FEET NORTH OF A T-FENCE BRACE POST, AND 169 FEET SOUTH
 MJ1107'OF THE CENTER OF A DRIVEWAY.
 MJ1107'
 MJ1107'AZIMUTH MARK, A STANDARD DISK STAMPED TAHA AZIMUTH 1934, IS
 MJ1107'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8
 MJ1107'INCHES.  IT IS 27 FEET SOUTHWEST OF A POWERLINE POLE, 20 FEET
 MJ1107'SOUTH OF A FENCE, 20 FEET NORTH OF THE CENTER OF AN EAST-WEST
 MJ1107'ROAD, AND 1 FOOT WEST OF A METAL WITNESS POST.
 MJ1107'
 MJ1107'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD JUST NORTHWEST
 MJ1107'OF THE STATION, GO EAST ON A GRAVELED ROAD AND DIRT ROAD FOR
 MJ1107'0.7 MILE TO THE MARK ON THE LEFT.
 MJ1107'
 MJ1107'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 MJ1107'NORTH OF PRESCOTT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0564 ***********************************************************************
 MH0564  DESIGNATION -  TAMA
 MH0564  PID         -  MH0564
 MH0564  STATE/COUNTY-  IA/TAMA
 MH0564  USGS QUAD   -  TAMA (1980)
 MH0564
 MH0564                         *CURRENT SURVEY CONTROL
 MH0564  ___________________________________________________________________
 MH0564* NAD 83(1996)-  41 55 18.73653(N)    092 33 39.63570(W)     ADJUSTED  
 MH0564* NAVD 88     -       307.3    (meters)    1008.     (feet)  VERTCON   
 MH0564  ___________________________________________________________________
 MH0564  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 MH0564  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 MH0564
 MH0564  HORZ ORDER  -  SECOND
 MH0564
 MH0564.The horizontal coordinates were established by classical geodetic methods
 MH0564.and adjusted by the National Geodetic Survey in May 1999..
 MH0564
 MH0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0564
 MH0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0564
 MH0564.The geoid height was determined by GEOID03.
 MH0564
 MH0564;                    North         East     Units Scale Factor Converg.
 MH0564;SPC IA N     - 1,047,292.863 1,577,891.825   MT  1.00002943   +0 38 11.0
 MH0564;UTM  15      - 4,641,194.907   536,400.592   MT  0.99961630   +0 17 35.9
 MH0564
 MH0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0564!SPC IA N     -   0.99995679  x   1.00002943  =   0.99998621
 MH0564!UTM  15      -   0.99995679  x   0.99961630  =   0.99957310
 MH0564
 MH0564|---------------------------------------------------------------------|
 MH0564| PID    Reference Object                     Distance      Geod. Az  |
 MH0564|                                                           dddmmss.s |
 MH0564| CL9963 TAMA RM 1                            15.213 METERS 15724     |
 MH0564| CL9964 TAMA RM 2                             9.770 METERS 33743     |
 MH0564| MH0565 TAMA MUN WATER TANK                 APPROX. 5.5 KM 3550008.0 |
 MH0564|---------------------------------------------------------------------|
 MH0564
 MH0564                          SUPERSEDED SURVEY CONTROL
 MH0564
 MH0564  NAD 83(1986)-  41 55 18.74220(N)    092 33 39.63874(W) AD(       ) 2
 MH0564  NAD 27      -  41 55 18.77041(N)    092 33 38.95047(W) AD(       ) 2
 MH0564  NGVD 29 (07/19/86)  307.3    (m)         1008.     (f) VERT ANG       
 MH0564
 MH0564.Superseded values are not recommended for survey control.
 MH0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0564.See file dsdata.txt to determine how the superseded data were derived.
 MH0564
 MH0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3640141195(NAD 83)
 MH0564_MARKER: DD = SURVEY DISK
 MH0564_SETTING: 0 = UNSPECIFIED SETTING
 MH0564
 MH0564  HISTORY     - Date     Condition        Report By
 MH0564  HISTORY     - 1970     MONUMENTED       USGS
 MH0564
 MH0564                          STATION DESCRIPTION
 MH0564
 MH0564'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 MH0564'THE STATION IS LOCATED ABOUT 3.0 MI SSE. OF TAMA, ABOUT 0.1 MI
 MH0564'N. OF THE QUARTER COR. BETWEEN SECS. 11 AND 14, T. 82 N., R. 15
 MH0564'W., ON THE E. CUT BANK ALONG A GRAVEL RD.
 MH0564'
 MH0564'TO REACH FROM THE U.S. POST OFFICE IN TAMA (NEAR THE COR. OF 4TH
 MH0564'STREET AND STATE STREET (U.S. HWY. 63)), GO S. ON U.S. HWY. 63 FOR
 MH0564'ABOUT 1.9 MI TO A CROSSROADS, TURN LEFT ON PAVED RD. AND GO E. FOR
 MH0564'0.75 MI TO A T-RD. S., TURN RIGHT ON GRAVEL RD. AND GO S. FOR
 MH0564'ABOUT 0.9 MI TO A SHARP CUT BANK ON THE LEFT AND THE STATION ON
 MH0564'TOP.
 MH0564'
 MH0564'STATION MARK, STAMPED ET TAMA 1970 IS 72 FT SE. (PARALLEL WITH
 MH0564'RD.) AND 31 FT NORMAL NE. OF CENTER RD. AT FENCE E.  3 FT NE. OF A
 MH0564'STEEP CUT BANK AND 3 FT S. OF A USGS WITNESS POST.
 MH0564'
 MH0564'REFERENCE MARK NO. 1, STAMPED TAMA NO 1 1970 IS SSE. OF THE
 MH0564'STATION, 33 FT NORMAL NE. CENTER RD.  3 FT NE. OF A STEEP CUT BANK.
 MH0564'
 MH0564'REFERENCE MARK NO. 2, STAMPED TAMA NO 2 1970 IS NNW. OF THE
 MH0564'STATION, 40 FT PARALLEL WITH RD. SE. AND 31 FT NORMAL NE. OF
 MH0564'CENTER RD. AT FENCE E., 2 FT NE. OF A STEEP CUT BANK.
 MH0564'
 MH0564'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 MH0564'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 MH0564'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE SET FLUSH WITH THE
 MH0564'GROUND.
 MH0564'
 MH0564'NO AZIMUTH WAS SET.
 MH0564'
 MH0564'REFERENCE AZIMUTH USED - TAMA M.W.T. POINT OBSERVED IS THE TOP
 MH0564'CENTER OF THE TAMA M.W.T.  TANK IS A HORTON WATERSPHEROID PAINTED
 MH0564'SILVER WITH A RED TOP, T. 83 N., R. 15 W., NEAR THE CENTER OF THE
 MH0564'W. HALF OF SEC. 26.
 MH0564'
 MH0564'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0565 ***********************************************************************
 MH0565  DESIGNATION -  TAMA MUN WATER TANK
 MH0565  PID         -  MH0565
 MH0565  STATE/COUNTY-  IA/TAMA
 MH0565  USGS QUAD   -  TAMA (1980)
 MH0565
 MH0565                         *CURRENT SURVEY CONTROL
 MH0565  ___________________________________________________________________
 MH0565* NAD 83(1996)-  41 58 15.69334(N)    092 34 00.37231(W)     ADJUSTED  
 MH0565* NAVD 88     -                                                        
 MH0565  ___________________________________________________________________
 MH0565  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 MH0565  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 MH0565
 MH0565  HORZ ORDER  -  THIRD
 MH0565
 MH0565.The horizontal coordinates were established by classical geodetic methods
 MH0565.and adjusted by the National Geodetic Survey in May 1999..
 MH0565.No horizontal observational check was made to the station.
 MH0565
 MH0565
 MH0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0565
 MH0565.The geoid height was determined by GEOID03.
 MH0565
 MH0565;                    North         East     Units Scale Factor Converg.
 MH0565;SPC IA N     - 1,052,747.090 1,577,353.752   MT  1.00001874   +0 37 57.0
 MH0565;UTM  15      - 4,646,650.031   535,895.379   MT  0.99961585   +0 17 23.0
 MH0565
 MH0565                          SUPERSEDED SURVEY CONTROL
 MH0565
 MH0565  NAD 83(1986)-  41 58 15.69813(N)    092 34 00.37368(W) AD(       ) 4
 MH0565  NAD 27      -  41 58 15.72859(N)    092 33 59.68271(W) AD(       ) 3
 MH0565
 MH0565.Superseded values are not recommended for survey control.
 MH0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0565.See file dsdata.txt to determine how the superseded data were derived.
 MH0565
 MH0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3589546650(NAD 83)
 MH0565_MARKER: 51 = TANK
 MH0565
 MH0565  HISTORY     - Date     Condition        Report By
 MH0565  HISTORY     - 1970     FIRST OBSERVED   USGS
 MH0565
 MH0565                          STATION DESCRIPTION
 MH0565
 MH0565'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 MH0565'TANK IS A HORTON WATERSPHEROID PAINTED
 MH0565'SILVER WITH A RED TOP, T. 83 N., R. 15 W., NEAR THE CENTER OF THE
 MH0565'W. HALF OF SEC. 26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1015 ***********************************************************************
 OP1015  DESIGNATION -  TANIS
 OP1015  PID         -  OP1015
 OP1015  STATE/COUNTY-  IA/KOSSUTH
 OP1015  USGS QUAD   -  HOBARTON (1980)
 OP1015
 OP1015                         *CURRENT SURVEY CONTROL
 OP1015  ___________________________________________________________________
 OP1015* NAD 83(1996)-  43 04 53.06414(N)    094 16 23.61445(W)     ADJUSTED  
 OP1015* NAVD 88     -       369.4    (meters)    1212.     (feet)  VERTCON   
 OP1015  ___________________________________________________________________
 OP1015  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 OP1015  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 OP1015
 OP1015  HORZ ORDER  -  SECOND
 OP1015
 OP1015.This mark is at Algona Municipal Airport (AXA)
 OP1015
 OP1015.The horizontal coordinates were established by classical geodetic methods
 OP1015.and adjusted by the National Geodetic Survey in May 1999..
 OP1015
 OP1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1015
 OP1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1015
 OP1015.The geoid height was determined by GEOID03.
 OP1015
 OP1015;                    North         East     Units Scale Factor Converg.
 OP1015;SPC IA N     - 1,175,948.631 1,437,036.363   MT  0.99997141   -0 31 26.6
 OP1015;UTM  15      - 4,770,641.566   396,357.953   MT  0.99973214   -0 52 11.1
 OP1015
 OP1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1015!SPC IA N     -   0.99994660  x   0.99997141  =   0.99991802
 OP1015!UTM  15      -   0.99994660  x   0.99973214  =   0.99967876
 OP1015
 OP1015:                Primary Azimuth Mark                     Grid Az
 OP1015:SPC IA N     -  ALGONA NE MUN TANK                       098 08 05.8
 OP1015:UTM  15      -  ALGONA NE MUN TANK                       098 28 50.3
 OP1015
 OP1015|---------------------------------------------------------------------|
 OP1015| PID    Reference Object                     Distance      Geod. Az  |
 OP1015|                                                           dddmmss.s |
 OP1015| OP1006 ALGONA NE MUN TANK                  APPROX. 4.6 KM 0973639.2 |
 OP1015| OP1003 ALGONA TV CO MAST                   APPROX. 6.3 KM 1023948.4 |
 OP1015| OP1004 ALGONA TV STA KGLO MAST             APPROX. 6.0 KM 1043447.4 |
 OP1015| OP1013 AIRPORT BCN ALGONA MUN APT           79.289 METERS 14427     |
 OP1015| OP1017 TANIS RM 1                           11.701 METERS 23216     |
 OP1015| OP1014 ALGONA RAD STA KLGA TALL MAST       APPROX. 3.0 KM 2403136.5 |
 OP1015| CI7221 TANIS RM 2                           13.188 METERS 30451     |
 OP1015|---------------------------------------------------------------------|
 OP1015
 OP1015                          SUPERSEDED SURVEY CONTROL
 OP1015
 OP1015  NAD 83(1996)-  43 04 53.06414(N)    094 16 23.61444(W) AD(       ) 2
 OP1015  NAD 83(1986)-  43 04 53.05764(N)    094 16 23.60724(W) AD(       ) 2
 OP1015  NAD 27      -  43 04 53.17806(N)    094 16 22.73618(W) AD(       ) 2
 OP1015  NGVD 29 (07/19/86)  369.3    (m)         1212.     (f) VERT ANG       
 OP1015
 OP1015.Superseded values are not recommended for survey control.
 OP1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1015.See file dsdata.txt to determine how the superseded data were derived.
 OP1015
 OP1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9635870642(NAD 83)
 OP1015_MARKER: DS = TRIANGULATION STATION DISK
 OP1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1015_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP1015
 OP1015  HISTORY     - Date     Condition        Report By
 OP1015  HISTORY     - 1971     MONUMENTED       NGS
 OP1015
 OP1015                          STATION DESCRIPTION
 OP1015
 OP1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1015'THE STATION IS LOCATED ABOUT 2 MILES WEST-NORTHWEST OF ALGONA
 OP1015'IN THE NE 1/4 OF SEC. 4, T. 95 N., R. 29 W. AND ON PROPERTY
 OP1015'OWNED BY THE ALGONA MUNICIPAL AIRPORT.
 OP1015'
 OP1015'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 OP1015'18 AND 169 IN THE NORTHWEST PART OF ALGONA, GO WEST ON U.S.
 OP1015'HIGHWAY 18 FOR 1.85 MILES TO THE ENTRANCE TO THE ALGONA
 OP1015'MUNICIPAL AIRPORT ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 OP1015'A GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 OP1015'
 OP1015'STATION MARKS ARE STANDARD DISKS STAMPED TANIS 1971.  THE
 OP1015'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP1015'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 OP1015'IT IS 138 FEET NORTH OF THE NORTHWEST CORNER OF A BLOCK
 OP1015'BUILDING, 100 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 OP1015'82 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 37 FEET
 OP1015'EAST OF A NORTH-SOUTH LINE OF SHRUBS.  THE UNDERGROUND DISK
 OP1015'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 OP1015'BELOW THE GROUND SURFACE.
 OP1015'
 OP1015'REFERENCE MARK 1, A STANDARD DISK STAMPED TANIS NO 1 1971,
 OP1015'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP1015'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 129 FEET WEST
 OP1015'OF THE CENTER OF THE GRAVELED ROAD, 63 FEET NORTH OF THE
 OP1015'CENTER OF A GRAVELED ROAD AND 6 FEET EAST OF THE NORTH-SOUTH
 OP1015'LINE OF SHRUBS.
 OP1015'
 OP1015'REFERENCE MARK 2, A STANDARD DISK STAMPED TANIS NO 2 1971,
 OP1015'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP1015'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 132 FEET WEST
 OP1015'OF THE CENTER OF THE GRAVELED ROAD, 93 FEET NORTH OF THE
 OP1015'CENTER OF THE ROAD AND 2 FEET EAST OF THE NORTH-SOUTH LINE
 OP1015'OF SHRUBS.
 OP1015'
 OP1015'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 OP1015'
 OP1015'HEIGHT OF LIGHT ABOVE STATION MARK 2.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1017 ***********************************************************************
 OP1017  DESIGNATION -  TANIS RM 1
 OP1017  PID         -  OP1017
 OP1017  STATE/COUNTY-  IA/KOSSUTH
 OP1017  USGS QUAD   -  HOBARTON (1980)
 OP1017
 OP1017                         *CURRENT SURVEY CONTROL
 OP1017  ___________________________________________________________________
 OP1017* NAD 83(1996)-  43 04 52.83210(N)    094 16 24.02356(W)     ADJUSTED  
 OP1017* NAVD 88     -       369.2    (meters)    1211.     (feet)  VERTCON   
 OP1017  ___________________________________________________________________
 OP1017  X           -    -347,688.242 (meters)                     COMP
 OP1017  Y           -  -4,653,062.263 (meters)                     COMP
 OP1017  Z           -   4,334,338.782 (meters)                     COMP
 OP1017  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 OP1017  ELLIP HEIGHT-         340.32  (meters)          (05/06/99) GPS OBS
 OP1017  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 OP1017
 OP1017  HORZ ORDER  -  SECOND
 OP1017  ELLP ORDER  -  FOURTH    CLASS I
 OP1017
 OP1017.This mark is at Algona Municipal Airport (AXA)
 OP1017
 OP1017.The horizontal coordinates were established by classical geodetic methods
 OP1017.and adjusted by the National Geodetic Survey in May 1999..
 OP1017
 OP1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1017
 OP1017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1017
 OP1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1017
 OP1017.The ellipsoidal height was determined by GPS observations
 OP1017.and is referenced to NAD 83.
 OP1017
 OP1017.The geoid height was determined by GEOID03.
 OP1017
 OP1017;                    North         East     Units Scale Factor Converg.
 OP1017;SPC IA N     - 1,175,941.555 1,437,027.044   MT  0.99997140   -0 31 26.9
 OP1017;UTM  15      - 4,770,634.549   396,348.594   MT  0.99973216   -0 52 11.3
 OP1017
 OP1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1017!SPC IA N     -   0.99994663  x   0.99997140  =   0.99991803
 OP1017!UTM  15      -   0.99994663  x   0.99973216  =   0.99967881
 OP1017
 OP1017|---------------------------------------------------------------------|
 OP1017| PID    Reference Object                     Distance      Geod. Az  |
 OP1017|                                                           dddmmss.s |
 OP1017| OP1015 TANIS                                11.701 METERS 05216     |
 OP1017| OP1007 ALGONA                              APPROX. 3.1 KM 1160105.8 |
 OP1017| OP1018 TANIS RM 1 ECC                        0.023 METERS 20056     |
 OP1017| OP1150 ALGOPORT AZ MK                      369.238 METERS 27503     |
 OP1017|---------------------------------------------------------------------|
 OP1017
 OP1017                          SUPERSEDED SURVEY CONTROL
 OP1017
 OP1017  NAD 83(1996)-  43 04 52.83210(N)    094 16 24.02355(W) AD(       ) 2
 OP1017  NAD 83(1986)-  43 04 52.82556(N)    094 16 24.01641(W) AD(       ) 2
 OP1017  NAD 27      -  43 04 52.94606(N)    094 16 23.14521(W) AD(       ) 2
 OP1017  NGVD 29 (07/19/86)  369.1    (m)         1211.     (f) VERT ANG       
 OP1017
 OP1017.Superseded values are not recommended for survey control.
 OP1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1017.See file dsdata.txt to determine how the superseded data were derived.
 OP1017
 OP1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH9634970635(NAD 83)
 OP1017_MARKER: DR = REFERENCE MARK DISK
 OP1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1017_SP_SET: CONCRETE POST
 OP1017_STAMPING: TANIS NO 1 1971
 OP1017_MARK LOGO: NGS   
 OP1017_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1017+STABILITY: SURFACE MOTION
 OP1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1017+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1989
 OP1017
 OP1017  HISTORY     - Date     Condition        Report By
 OP1017  HISTORY     - 1971     MONUMENTED       NGS
 OP1017  HISTORY     - 1971     GOOD             NGS
 OP1017  HISTORY     - 19890614 GOOD             NGS
 OP1017
 OP1017                          STATION DESCRIPTION
 OP1017
 OP1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1017'THE STATION IS LOCATED ABOUT 2 MILES WEST-NORTHWEST OF ALGONA
 OP1017'IN THE NORTHEAST 1/4 OF SEC. 4, T. 95 N., R. 29 W. AND ON
 OP1017'PROPERTY OWNED BY THE ALGONA MUNICIPAL AIRPORT.
 OP1017'
 OP1017'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 OP1017'18 AND 169 IN THE NORTHWEST PART OF ALGONA, GO WEST ON HIGHWAY
 OP1017'18 FOR 1.85 MILES TO THE ENTRANCE TO THE AIRPORT ON THE
 OP1017'LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.1
 OP1017'MILE TO THE STATION ON THE RIGHT.
 OP1017'
 OP1017'THE STATION MARK, A STANDARD REFERENCE DISK STAMPED TANIS
 OP1017'NO 1 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP1017'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 129
 OP1017'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 63 FEET NORTH
 OP1017'OF THE CENTER OF A GRAVELED ROAD AND 6 FEET EAST OF A NORTH-SOUTH
 OP1017'LINE OF SHRUBS.
 OP1017'
 OP1017'HEIGHT OF LIGHT ABOVE STATION MARK 2.6 METERS.
 OP1017
 OP1017                          STATION RECOVERY (1971)
 OP1017
 OP1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OP1017'RECOVERED IN GOOD CONDITION.
 OP1017
 OP1017                          STATION RECOVERY (1989)
 OP1017
 OP1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OP1017'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) WEST OF ALGONA, AT THE
 OP1017'ALGONA MUNICIPAL AIRPORT AND NEAR THE SOUTH END OF A LARGE LAWN ON THE
 OP1017'WEST SIDE OF THE ENTRANCE ROAD OF THE AIRPORT.  OWNERSHIP--CITY OF
 OP1017'ALGONA, ALGONA, IA 50511, PHONE (515) 295-7492.
 OP1017'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 AND STATE
 OP1017'HIGHWAY 169 ON THE NORTHSIDE OF ALGONA, GO WEST ON US HIGHWAY 18 FOR
 OP1017'3.05 KM (1.90 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 OP1017'LEFT, SOUTH, ON THE GRAVEL ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO A
 OP1017'LANE ON THE RIGHT LEADING TO THE HANGARS.  TURN RIGHT, WEST, FOR ABOUT
 OP1017'40.0 M (131.2 FT) TO THE STATION ON THE RIGHT IN THE GRASSY LAWN.
 OP1017'THE STATION IS A STANDARD CGS REFERENCE MARK DISK SET FLUSH WITH THE
 OP1017'GROUND.  LOCATED 40.2 M (131.9 FT) WEST OF THE CENTER OF THE ENTRANCE
 OP1017'ROAD, 35.7 M (117.1 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 OP1017'CONCRETE BUILDING, 19.3 M (63.3 FT) EAST-NORTHEAST OF A T-HANGAR, 9.1
 OP1017'M (29.9 FT) WEST-NORTHWEST OF A LONE PINE TREE AND 2.3 M (7.5 FT) EAST
 OP1017'OF A ROW OF HEDGE BUSHES.
 OP1017'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0603 ***********************************************************************
 MH0603  DESIGNATION -  TATE
 MH0603  PID         -  MH0603
 MH0603  STATE/COUNTY-  IA/JASPER
 MH0603  USGS QUAD   -  ALLOWAY CREEK (1980)
 MH0603
 MH0603                         *CURRENT SURVEY CONTROL
 MH0603  ___________________________________________________________________
 MH0603* NAD 83(1996)-  41 51 44.76495(N)    092 59 24.29342(W)     ADJUSTED  
 MH0603* NAVD 88     -       317.1    (meters)    1040.     (feet)  VERTCON   
 MH0603  ___________________________________________________________________
 MH0603  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 MH0603  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 MH0603
 MH0603  HORZ ORDER  -  FIRST
 MH0603
 MH0603.The horizontal coordinates were established by classical geodetic methods
 MH0603.and adjusted by the National Geodetic Survey in May 1999..
 MH0603
 MH0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0603
 MH0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0603
 MH0603.The geoid height was determined by GEOID03.
 MH0603
 MH0603;                    North         East     Units Scale Factor Converg.
 MH0603;SPC IA S     -   206,952.938   542,338.399   MT  1.00001500   +0 20 09.2
 MH0603;SPC IA N     - 1,040,386.042 1,542,339.584   MT  1.00004334   +0 20 44.1
 MH0603;UTM  15      - 4,634,502.739   500,823.193   MT  0.99960001   +0 00 23.8
 MH0603
 MH0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0603!SPC IA S     -   0.99995524  x   1.00001500  =   0.99997024
 MH0603!SPC IA N     -   0.99995524  x   1.00004334  =   0.99999858
 MH0603!UTM  15      -   0.99995524  x   0.99960001  =   0.99955527
 MH0603
 MH0603|---------------------------------------------------------------------|
 MH0603| PID    Reference Object                     Distance      Geod. Az  |
 MH0603|                                                           dddmmss.s |
 MH0603| CL9967 TATE RM 1                            17.171 METERS 01643     |
 MH0603| MH0591 GILMAN MUNICIPAL TANK               APPROX.16.9 KM 0835409.6 |
 MH0603| CL9966 TATE AZ MK                                         0870842.3 |
 MH0603| CL9968 TATE RM 2 AZIMUTH                                  08715     |
 MH0603| MH0601 NEWBERG GRAIN ELEV NW CORNER        APPROX.18.6 KM 1055043.7 |
 MH0603| MH0589 KELLOG MUNICIPAL TANK               APPROX.17.4 KM 1562353.8 |
 MH0603| MH0613 NEWTON COURTHOUSE                   APPROX.18.8 KM 1962918.4 |
 MH0603| MH0610 NEWTON MUNICIPAL TANK               APPROX.19.0 KM 1964147.6 |
 MH0603| MH0614 NEWTON MAYTAG CO TANK               APPROX.18.7 KM 1973518.3 |
 MH0603| MH0615 NEWTON MAYTAG CO STACK              APPROX.18.7 KM 1980517.0 |
 MH0603| MH0605 BAXTER MUNICIPAL TANK               APPROX.14.0 KM 2524727.7 |
 MH0603| CL9969 TATE RM 3                            27.079 METERS 26646     |
 MH0603| MH0607 RHODES MUNICIPAL TANK               APPROX.17.7 KM 2930838.0 |
 MH0603| MH0604 TATE RM A                            37.834 METERS 34317     |
 MH0603|---------------------------------------------------------------------|
 MH0603
 MH0603                          SUPERSEDED SURVEY CONTROL
 MH0603
 MH0603  NAD 83(1986)-  41 51 44.76957(N)    092 59 24.29841(W) AD(       ) 1
 MH0603  NAD 27      -  41 51 44.81100(N)    092 59 23.59000(W) AD(       ) 1
 MH0603  NGVD 29 (07/19/86)  317.1    (m)         1040.     (f) VERT ANG       
 MH0603
 MH0603.Superseded values are not recommended for survey control.
 MH0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0603.See file dsdata.txt to determine how the superseded data were derived.
 MH0603
 MH0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG0082334503(NAD 83)
 MH0603_MARKER: DS = TRIANGULATION STATION DISK
 MH0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0603
 MH0603  HISTORY     - Date     Condition        Report By
 MH0603  HISTORY     - 1930     MONUMENTED       CGS
 MH0603  HISTORY     - 1969     GOOD             CGS
 MH0603
 MH0603                          STATION DESCRIPTION
 MH0603
 MH0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0603'STATION IS ABOUT 17 MILES SW FROM MARSHALLTOWN, 3 MILES
 MH0603'E AND 11 MILES N OF NEWTON, IN THE NW CORNER OF THE NE 1/4
 MH0603'OF SEC. 6, T 81 N, R 19 W.  IT IS ABOUT 1 MILE N AND 1/2
 MH0603'MILE W OF THE TATE SCHOOLHOUSE AND 1/2 MILE W OF STATE HIGHWAY
 MH0603'14.  THE STATION IS ON THE S SIDE OF SECTION-LINE ROAD, 2
 MH0603'FEET S OF ROAD FENCE AND 12 FEET W OF 1/2-SECTION-LINE FENCE.
 MH0603'THE SECTION-LINE ROAD IS THE COUNTY LINE BETWEEN JASPER
 MH0603'AND MARSHALL COUNTIES.
 MH0603'
 MH0603'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MH0603'DISKS SET IN CONCRETE.
 MH0603'
 MH0603'REFERENCE MARK NO. 1 IS 1/2 MILE W OF THE JUNCTION OF STATE
 MH0603'HIGHWAY 14, WITH THE COUNTY LINE BETWEEN JASPER AND MARSHALL
 MH0603'COUNTIES.  IT IS ON THE 1/2-SECTION LINE AND THE ROAD FENCE
 MH0603'LINE, N OF ROAD.  REFERENCE MARK NO. 2 IS N OF THE ABOVE
 MH0603'COUNTY LINE ROAD AND ABOUT 1/4 MILE W OF THE ABOVE ROAD
 MH0603'JUNCTION.  IT IS ABOUT 1 FOOT S OF THE ROAD FENCE LINE.
 MH0603'
 MH0603'A 103-FOOT SIGNAL USED THROUGH RECONNAISSANCE CALLED FOR
 MH0603'75 FEET ONLY.
 MH0603
 MH0603                          STATION RECOVERY (1969)
 MH0603
 MH0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0603'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO
 MH0603'BE IN GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR BUT
 MH0603'NOT RECOVERED.  A DIFFERENCE OF 0.018 METER IN THE DISTANCE TO
 MH0603'REFERENCE MARK 1 WAS NOTED AND VERIFIED.  A NEW REFERENCE MARK
 MH0603'AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  A COMPLETE
 MH0603'NEW DESCRIPTION FOLLOWS.
 MH0603'
 MH0603'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF NEWTON, 8-1/2
 MH0603'MILES NORTHEAST OF BAXTER, 8 MILES SOUTHEAST OF MELBOURNE, 2-1/2
 MH0603'MILES SOUTHWEST OF LAUREL AND ON THE ROAD RIGHT-OF-WAY OF THE
 MH0603'JASPER-MARSHALL COUNTY LINE.  IT IS IN THE NORTHWEST CORNER OF
 MH0603'THE NORTHEAST 1/4 SECTION OF SECTION 6,T81N, R19W.
 MH0603'
 MH0603'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 MH0603'STATE HIGHWAY 14 AT THE WEST EDGE OF NEWTON GO NORTH ON STATE
 MH0603'HIGHWAY 14 FOR 9.1 MILES TO THE JUNCTION OF STATE HIGHWAY
 MH0603'223.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 14 FOR 2.6 MILES
 MH0603'TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR
 MH0603'1.0 MILE TO A CROSSROAD.  CONTINUE AHEAD NORTH ON THE GRAVELED
 MH0603'ROAD FOR 2.1 MILES TO A T-INTERSECTION.  TURN RIGHT AND GO EAST
 MH0603'ON A GRAVELED ROAD FOR 1.1 MILES TO THE TOP OF A RISE, A FARM
 MH0603'HOUSE ON THE LEFT AND THE STATION ON THE RIGHT.  (TO REACH
 MH0603'THE AZIMUTH MARK CONTINUE AHEAD EAST ON THE GRAVELED ROAD FOR
 MH0603'0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.)
 MH0603'
 MH0603'THE STATION MARK IS A STANDARD DISK STAMPED TATE 1930, SET IN
 MH0603'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 MH0603'INCHES ABOVE THE GROUND SURFACE.  IT IS 29 FEET SOUTH OF THE
 MH0603'CENTER OF A GRAVELED ROAD, 21 FEET WEST OF A TELEPHONE POLE AND
 MH0603'6 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED
 MH0603'SET IN A FENCE.
 MH0603'
 MH0603'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TATE NO 1 1930, SET
 MH0603'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MH0603'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 61.5 FEET SOUTH OF A
 MH0603'METAL WITNESS POST WITH SIGN ATTACHED SET IN A NORTH-SOUTH
 MH0603'FENCE, 27 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 20 FEET
 MH0603'WEST OF A POWER LINE POLE AND 7 FEET SOUTH OF A FENCE
 MH0603'CORNER.
 MH0603'
 MH0603'REFERENCE MARK 3 IS A STANDARD DISK STAMPED TATE 1930 NO 3 1969,
 MH0603'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 MH0603'IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 MH0603'IS 86 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED, 30
 MH0603'FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT NORTH
 MH0603'OF A EAST-WEST FENCE.
 MH0603'
 MH0603'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TATE 1930 1969, SET
 MH0603'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MH0603'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 MH0603'32 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 7 FEET WEST
 MH0603'OF A POWER LINE POLE, 3 FEET EAST-SOUTHEAST OF A METAL WITNESS
 MH0603'POST WITH SIGN ATTACHED AND 1 FOOT NORTH OF A FENCE.
 MH0603'
 MH0603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MH0603'2-1/2 MILES SOUTHWEST OF LAUREL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0604 ***********************************************************************
 MH0604  DESIGNATION -  TATE RM A
 MH0604  PID         -  MH0604
 MH0604  STATE/COUNTY-  IA/MARSHALL
 MH0604  USGS QUAD   -  ALLOWAY CREEK (1980)
 MH0604
 MH0604                         *CURRENT SURVEY CONTROL
 MH0604  ___________________________________________________________________
 MH0604* NAD 83(1996)-  41 51 45.93944(N)    092 59 24.76512(W)     ADJUSTED  
 MH0604* NAVD 88     -       316.6    (meters)    1039.     (feet)  VERTCON   
 MH0604  ___________________________________________________________________
 MH0604  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 MH0604  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 MH0604
 MH0604  HORZ ORDER  -  FIRST
 MH0604
 MH0604.The horizontal coordinates were established by classical geodetic methods
 MH0604.and adjusted by the National Geodetic Survey in May 1999..
 MH0604
 MH0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0604
 MH0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0604
 MH0604.The geoid height was determined by GEOID03.
 MH0604
 MH0604;                    North         East     Units Scale Factor Converg.
 MH0604;SPC IA N     - 1,040,422.214 1,542,328.486   MT  1.00004326   +0 20 43.8
 MH0604;SPC IA S     -   206,989.111   542,327.307   MT  1.00001507   +0 20 08.9
 MH0604;UTM  15      - 4,634,538.960   500,812.314   MT  0.99960001   +0 00 23.5
 MH0604
 MH0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0604!SPC IA N     -   0.99995532  x   1.00004326  =   0.99999858
 MH0604!SPC IA S     -   0.99995532  x   1.00001507  =   0.99997039
 MH0604!UTM  15      -   0.99995532  x   0.99960001  =   0.99955535
 MH0604
 MH0604:                Primary Azimuth Mark                     Grid Az
 MH0604:SPC IA N     -  GILMAN ATT MWV TWR KAA 86                066 44 43.4
 MH0604:SPC IA S     -  GILMAN ATT MWV TWR KAA 86                066 45 18.3
 MH0604:UTM  15      -  GILMAN ATT MWV TWR KAA 86                067 05 03.7
 MH0604
 MH0604|---------------------------------------------------------------------|
 MH0604| PID    Reference Object                     Distance      Geod. Az  |
 MH0604|                                                           dddmmss.s |
 MH0604| MH0592 GILMAN ATT MWV TWR KAA 86           APPROX.12.6 KM 0670527.2 |
 MH0604| MH0603 TATE                                 37.834 METERS 16317     |
 MH0604| MH0605 BAXTER MUNICIPAL TANK               APPROX.14.0 KM 2523809.8 |
 MH0604| MH0606 BAXTER                              APPROX.13.4 KM 2633653.9 |
 MH0604|---------------------------------------------------------------------|
 MH0604
 MH0604                          SUPERSEDED SURVEY CONTROL
 MH0604
 MH0604  NAD 83(1986)-  41 51 45.94438(N)    092 59 24.77023(W) AD(       ) 1
 MH0604  NAD 27      -  41 51 45.98550(N)    092 59 24.06163(W) AD(       ) 1
 MH0604  NGVD 29 (07/19/86)  316.6    (m)         1039.     (f) VERT ANG       
 MH0604
 MH0604.Superseded values are not recommended for survey control.
 MH0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0604.See file dsdata.txt to determine how the superseded data were derived.
 MH0604
 MH0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG0081234539(NAD 83)
 MH0604_MARKER: DS = TRIANGULATION STATION DISK
 MH0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0604+STABILITY: SURFACE MOTION
 MH0604
 MH0604  HISTORY     - Date     Condition        Report By
 MH0604  HISTORY     - 1969     MONUMENTED       CGS
 MH0604
 MH0604                          STATION DESCRIPTION
 MH0604
 MH0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0604'THE STATION IS LOCATED ABOUT 17 MILES SOUTHWEST OF MARSHALLTOWN,
 MH0604'3-1/2 MILES WEST OF STATE HIGHWAY 14, 3 MILES EAST AND 11 MILES
 MH0604'NORTH OF NEWTON, ON THE NORTH SIDE OF A SECTION LINE ROAD WHICH
 MH0604'IS THE COUNTY LINE BETWEEN JASPER AND MARSHALL COUNTIES AND ON
 MH0604'PROPERTY OWNED BY MR. BEN STOLZMAN.
 MH0604'
 MH0604'FOR THE TO REACH SEE THE DESCRIPTION FOR TRIANGULATION STATION
 MH0604'TATE 1930.
 MH0604'
 MH0604'THE STATION MARK IS A STANDARD DISK STAMPED TATE RM A 1969, SET
 MH0604'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS SET 18
 MH0604'INCHES BELOW THE GROUND SURFACE.  IT IS 92 FEET NORTH OF THE
 MH0604'CENTER OF THE SECTION LINE ROAD, 79 FEET NORTHWEST OF A FENCE
 MH0604'CORNER AND 54.5 FEET WEST OF A METAL WITNESS POST WITH SIGN
 MH0604'ATTACHED.
 MH0604'
 MH0604'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0827 ***********************************************************************
 ON0827  DESIGNATION -  TAYLOR
 ON0827  PID         -  ON0827
 ON0827  STATE/COUNTY-  IA/ALLAMAKEE
 ON0827  USGS QUAD   -  HARPERS FERRY (1983)
 ON0827
 ON0827                         *CURRENT SURVEY CONTROL
 ON0827  ___________________________________________________________________
 ON0827* NAD 83(1996)-  43 11 48.13073(N)    091 12 32.20910(W)     ADJUSTED  
 ON0827* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 ON0827  ___________________________________________________________________
 ON0827  LAPLACE CORR-          -6.63  (seconds)                    DEFLEC99
 ON0827  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 ON0827
 ON0827  HORZ ORDER  -  THIRD
 ON0827
 ON0827.The horizontal coordinates were established by classical geodetic methods
 ON0827.and adjusted by the National Geodetic Survey in May 1999..
 ON0827
 ON0827.The orthometric height was scaled from a topographic map.
 ON0827
 ON0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0827
 ON0827.The geoid height was determined by GEOID03.
 ON0827
 ON0827;                    North         East     Units Scale Factor Converg.
 ON0827;SPC IA N     - 1,190,992.428 1,686,192.615   MT  0.99998797   +1 33 09.9
 ON0827;SPC WI S     -   133,654.266   501,745.784   MT  0.99993889   -0 49 50.4
 ON0827;SPC WI S     -   438,497.37  1,646,144.29   sFT  0.99993889   -0 49 50.4
 ON0827;UTM  15      - 4,784,215.856   645,520.763   MT  0.99986050   +1 13 34.3
 ON0827
 ON0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0827!SPC IA N     -   0.99995147  x   0.99998797  =   0.99993944
 ON0827!SPC WI S     -   0.99995147  x   0.99993889  =   0.99989036
 ON0827!UTM  15      -   0.99995147  x   0.99986050  =   0.99981197
 ON0827
 ON0827:                Primary Azimuth Mark                     Grid Az
 ON0827:SPC IA N     -  TAYLOR AZ MK                             042 12 33.0
 ON0827:SPC WI S     -  TAYLOR AZ MK                             044 35 33.3
 ON0827:UTM  15      -  TAYLOR AZ MK                             042 32 08.6
 ON0827
 ON0827|---------------------------------------------------------------------|
 ON0827| PID    Reference Object                     Distance      Geod. Az  |
 ON0827|                                                           dddmmss.s |
 ON0827| CI7222 TAYLOR AZ MK                                       0434542.9 |
 ON0827| CI7223 TAYLOR RM 1                          25.533 METERS 13503     |
 ON0827| CI7224 TAYLOR RM 2                           7.925 METERS 23118     |
 ON0827| ON0843 PAINT CREEK LUTHERAN CH SPIRE       APPROX. 9.0 KM 3262704.8 |
 ON0827|---------------------------------------------------------------------|
 ON0827
 ON0827                          SUPERSEDED SURVEY CONTROL
 ON0827
 ON0827  NAD 83(1996)-  43 11 48.13072(N)    091 12 32.20903(W) AD(       ) 3
 ON0827  NAD 83(1996)-  43 11 48.12430(N)    091 12 32.20754(W) AD(       ) 3
 ON0827  NAD 83(1986)-  43 11 48.12213(N)    091 12 32.20733(W) AD(       ) 3
 ON0827  NAD 27      -  43 11 48.19230(N)    091 12 31.73900(W) AD(       ) 3
 ON0827
 ON0827.Superseded values are not recommended for survey control.
 ON0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0827.See file dsdata.txt to determine how the superseded data were derived.
 ON0827
 ON0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4552184216(NAD 83)
 ON0827_MARKER: DS = TRIANGULATION STATION DISK
 ON0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0827
 ON0827  HISTORY     - Date     Condition        Report By
 ON0827  HISTORY     - 1961     MONUMENTED       CGS
 ON0827
 ON0827                          STATION DESCRIPTION
 ON0827
 ON0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0827'THE STATION IS ABOUT 4-1/2 MILES EAST OF WATERVILLE, ABOUT
 ON0827'3-1/2 MILES NORTHWEST OF WAUKON JUNCTION, ABOUT 3 MILES WEST
 ON0827'OF HARPERS FERRY, IN THE SOUTHWEST 1/4 OF SEC. 21, T. 97 N., R. 3
 ON0827'W. AND ON PROPERTY OWNED BY MR. DONALD CORRIGAN.  IT IS 79 FEET
 ON0827'SOUTHEAST OF A POWER POLE, 43 FEET NORTHWEST OF THE CENTERLINE
 ON0827'OF A GRAVELED ROAD, 6 FEET SOUTH OF A TELEPHONE POLE WITH A
 ON0827'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE, 3 FEET NORTHWEST OF
 ON0827'A WIRE FENCE AND 3 FEET NORTH OF A WITNESS POST.  THE MONUMENT
 ON0827'PROJECTS 1 INCH AND THE DISK IS STAMPED TAYLOR 1961.
 ON0827'
 ON0827'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 13 IN WAUKON,
 ON0827'GO SOUTHERLY ON HIGHWAY 9 FOR 2.95 MILES TO THE JUNCTION OF
 ON0827'STATE HIGHWAYS 13 AND 51.  KEEP LEFT AND GO SOUTHEAST ON HIGHWAY
 ON0827'13 (GRAVELED) FOR 3.35 MILES TO A CROSSROAD.  CONTINUE SOUTH
 ON0827'ON HIGHWAY 13 FOR 2.0 MILES TO THE CROSSROAD AT ROSSVILLE.
 ON0827'CONTINUE SOUTHEAST ON HIGHWAY 13 FOR 1.4 MILES TO A CROSSROAD
 ON0827'(JUNCTION OF STATE HIGHWAYS 13 AND 373).  CONTINUE SOUTH ON
 ON0827'HIGHWAY 13 FOR 3.6 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 ON0827'GO EAST ON THE GRAVELED ROAD FOR 1.9 MILES TO A SIDE ROAD
 ON0827'LEFT.  CONTINUE EAST ON THE GRAVELED ROAD FOR 2.0 MILES TO A
 ON0827'SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD AND GO NORTHEAST ON
 ON0827'THE GRAVELED ROAD FOR 1.8 MILES TO THE STATION ON THE LEFT.
 ON0827'
 ON0827'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 ON0827'THE GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.
 ON0827'
 ON0827'REFERENCE MARK 1 IS 41 FEET SOUTHEAST OF THE CENTERLINE OF THE
 ON0827'GRAVELED ROAD AND 1 FOOT NORTHWEST OF THE WIRE FENCE.  THE
 ON0827'MONUMENT PROJECT 2 INCHES AND THE DISK IS STAMPED TAYLOR NO 1
 ON0827'1961.
 ON0827'
 ON0827'REFERENCE MARK 2 IS 41 FEET NORTHWEST OF THE CENTERLINE OF THE
 ON0827'GRAVELED ROAD, 29 FEET SOUTHWEST OF THE TELEPHONE POLE WITH A
 ON0827'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE AND 1 FOOT NORTHWEST
 ON0827'OF THE WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 ON0827'IS STAMPED TAYLOR NO 2 1961.
 ON0827'
 ON0827'THE AZIMUTH MARK IS 42 FEET NORTHWEST OF THE CENTERLINE OF THE
 ON0827'GRAVELED ROAD, 63 FEET SOUTHWEST OF A TELEPHONE POLE, 6 INCHES
 ON0827'SOUTHEAST OF A WIRE FENCE, 2 FEET SOUTH THE SOUTHWEST GATE POST
 ON0827'AND 2 FEET SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS 4
 ON0827'INCHES AND THE DISK IS STAMPED TAYLOR 1961.
 ON0827'
 ON0827'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1327 ***********************************************************************
 MJ1327  DESIGNATION -  TAYLOR
 MJ1327  PID         -  MJ1327
 MJ1327  STATE/COUNTY-  IA/HARRISON
 MJ1327  USGS QUAD   -  MISSOURI VALLEY NW (1970)
 MJ1327
 MJ1327                         *CURRENT SURVEY CONTROL
 MJ1327  ___________________________________________________________________
 MJ1327* NAD 83(1996)-  41 41 15.53642(N)    095 56 30.28388(W)     ADJUSTED  
 MJ1327* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 MJ1327  ___________________________________________________________________
 MJ1327  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 MJ1327  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 MJ1327
 MJ1327  HORZ ORDER  -  SECOND
 MJ1327
 MJ1327.The horizontal coordinates were established by classical geodetic methods
 MJ1327.and adjusted by the National Geodetic Survey in May 1999..
 MJ1327
 MJ1327.The orthometric height was scaled from a topographic map.
 MJ1327
 MJ1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1327
 MJ1327.The geoid height was determined by GEOID03.
 MJ1327
 MJ1327;                    North         East     Units Scale Factor Converg.
 MJ1327;SPC IA S     -   190,268.654   296,743.087   MT  0.99998441   -1 36 30.2
 MJ1327;UTM  15      - 4,619,279.209   255,171.243   MT  1.00033769   -1 57 26.8
 MJ1327;UTM  14      - 4,619,617.218   754,526.348   MT  1.00039729   +2 02 06.1
 MJ1327
 MJ1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1327!SPC IA S     -   0.99994281  x   0.99998441  =   0.99992722
 MJ1327!UTM  15      -   0.99994281  x   1.00033769  =   1.00028048
 MJ1327!UTM  14      -   0.99994281  x   1.00039729  =   1.00034008
 MJ1327
 MJ1327:                Primary Azimuth Mark                     Grid Az
 MJ1327:SPC IA S     -  CUTLER                                   109 14 25.1
 MJ1327:UTM  15      -  CUTLER                                   109 35 21.7
 MJ1327:UTM  14      -  CUTLER                                   105 35 48.8
 MJ1327
 MJ1327|---------------------------------------------------------------------|
 MJ1327| PID    Reference Object                     Distance      Geod. Az  |
 MJ1327|                                                           dddmmss.s |
 MJ1327| MJ1328 CUTLER                              APPROX. 4.8 KM 1073754.9 |
 MJ1327|---------------------------------------------------------------------|
 MJ1327
 MJ1327                          SUPERSEDED SURVEY CONTROL
 MJ1327
 MJ1327  NAD 83(1996)-  41 41 15.53699(N)    095 56 30.28497(W) AD(       ) 2
 MJ1327  NAD 83(1986)-  41 41 15.54081(N)    095 56 30.28573(W) AD(       ) 2
 MJ1327  NAD 27      -  41 41 15.58200(N)    095 56 29.24900(W) AD(       ) 2
 MJ1327
 MJ1327.Superseded values are not recommended for survey control.
 MJ1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1327.See file dsdata.txt to determine how the superseded data were derived.
 MJ1327
 MJ1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5517119279(NAD 83)
 MJ1327_MARKER: T = CHISELED TRIANGLE
 MJ1327_SETTING: 0 = UNSPECIFIED SETTING
 MJ1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ1327
 MJ1327  HISTORY     - Date     Condition        Report By
 MJ1327  HISTORY     - 1930     MONUMENTED       MORC
 MJ1327
 MJ1327                          STATION DESCRIPTION
 MJ1327
 MJ1327'DESCRIBED BY MISSOURI RIVER COMMISSION 1930 (HWH)
 MJ1327'A STATION OF THE MISSOURI RIVER COMMISSION, ABOUT 3-1/2 MILES
 MJ1327'W OF MAGNOLIA, AND 4-1/2 MILES ESE OF MONDAMIN, IN PASTURE
 MJ1327'LAND ON THE HIGH BLUFF OVERLOOKING THE MISSOURI RIVER VALLEY.
 MJ1327'
 MJ1327'STATION IS MARKED BY A SMALL TRIANGLE CUT IN THE TOP OF AN OAK
 MJ1327'STUB ABOUT 5 INCHES AND PROJECTING 2 INCHES ABOVE THE SURFACE.
 MJ1327'THIS STUB IS ON THE N EDGE OF THE CATTLE TRAIL IN PASTURE
 MJ1327'LAND AND IS PLAINLY VISIBLE.
 MJ1327'
 MJ1327'STATION REACHED FROM MAGNOLIA BY ROUTE 127 ABOUT 4 MILES TO
 MJ1327'ITS JUNCTION WITH U.S. HIGHWAY 75.  TURN N ON U.S. HIGHWAY 75
 MJ1327'TO THIS JUNCTION AND FOLLOW PAVEMENT 3/4 MILE TO HOUSE OF
 MJ1327'G.E. FAYLOR ON THE LEFT.  STATION IS ON THE HIGH BLUFF ABOUT
 MJ1327'1/4 MILE N OF THIS HOUSE AND IS REACHED BY A FOOT TRAIL OR
 MJ1327'COWPATH WHICH MR. FAYLOR CAN POINT OUT.
 MJ1327'
 MJ1327'TO REACH THE STATION IT IS NECESSARY TO PASS AROUND BASE OF A
 MJ1327'SUMMIT IMMEDIATELY E OF HOUSE AND MAKE A SHARP CLIMB TO TOP OF
 MJ1327'THE SUMMIT TO THE NORTHWARD.  THEN FOLLOW ALONG RIDGE ABOUT
 MJ1327'100 YARDS TO STATION.
 MJ1327'
 MJ1327'HEIGHT OF SIGNAL ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1145 ***********************************************************************
 MJ1145  DESIGNATION -  TEMPLETON MUNICIPAL STANDPIPE
 MJ1145  PID         -  MJ1145
 MJ1145  STATE/COUNTY-  IA/CARROLL
 MJ1145  USGS QUAD   -  TEMPLETON (1971)
 MJ1145
 MJ1145                         *CURRENT SURVEY CONTROL
 MJ1145  ___________________________________________________________________
 MJ1145* NAD 83(1996)-  41 55 07.39291(N)    094 56 28.35115(W)     ADJUSTED  
 MJ1145* NAVD 88     -                                                        
 MJ1145  ___________________________________________________________________
 MJ1145  LAPLACE CORR-           8.58  (seconds)                    DEFLEC99
 MJ1145  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 MJ1145
 MJ1145  HORZ ORDER  -  THIRD
 MJ1145
 MJ1145.The horizontal coordinates were established by classical geodetic methods
 MJ1145.and adjusted by the National Geodetic Survey in May 1999..
 MJ1145
 MJ1145
 MJ1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1145
 MJ1145.The geoid height was determined by GEOID03.
 MJ1145
 MJ1145;                    North         East     Units Scale Factor Converg.
 MJ1145;SPC IA N     - 1,047,529.384 1,380,445.121   MT  1.00003014   -0 58 36.4
 MJ1145;SPC IA S     -   214,071.135   380,445.194   MT  1.00002685   -0 56 57.6
 MJ1145;UTM  15      - 4,642,574.064   339,025.928   MT  0.99991887   -1 17 49.7
 MJ1145
 MJ1145                          SUPERSEDED SURVEY CONTROL
 MJ1145
 MJ1145  NAD 83(1986)-  41 55 07.39037(N)    094 56 28.35659(W) AD(       ) 4
 MJ1145  NAD 27      -  41 55 07.44300(N)    094 56 27.39400(W) AD(       ) 3
 MJ1145
 MJ1145.Superseded values are not recommended for survey control.
 MJ1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1145.See file dsdata.txt to determine how the superseded data were derived.
 MJ1145
 MJ1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3902642574(NAD 83)
 MJ1145_MARKER: 52 = STANDPIPE TANK
 MJ1145
 MJ1145  HISTORY     - Date     Condition        Report By
 MJ1145  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1145
 MJ1145                          STATION DESCRIPTION
 MJ1145
 MJ1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1145'THIS STATION IS THE MUNICIPAL STANDPIPE IN THE TOWN OF TEMPLETON,
 MJ1145'IOWA.  IT IS LOCATED IN THE CENTRAL PART OF THE TOWN, ABOUT
 MJ1145'78 FEET FROM THE CENTER LINE OF SECOND STREET ON THE N SIDE
 MJ1145'AND ABOUT 160 FEET E OF THE CENTER LINE OF SECOND AVENUE, IN
 MJ1145'SECTION 17, T 82 N, R 35 W.  IT WAS ERECTED IN 1918.  THE
 MJ1145'STANDPIPE IS FAIRLY PROMINENT.
 MJ1145'
 MJ1145'THE STANDPIPE IS OF SHEET STEEL, PAINTED BLACK AND IS ABOUT
 MJ1145'20 FEET IN DIAMETER AND 75 FEET HIGH.  THERE IS A LADDER UP
 MJ1145'THE S SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1146 ***********************************************************************
 MJ1146  DESIGNATION -  TEMPLETON SACRED HEART CH
 MJ1146  PID         -  MJ1146
 MJ1146  STATE/COUNTY-  IA/CARROLL
 MJ1146  USGS QUAD   -  TEMPLETON (1971)
 MJ1146
 MJ1146                         *CURRENT SURVEY CONTROL
 MJ1146  ___________________________________________________________________
 MJ1146* NAD 83(1996)-  41 55 05.61390(N)    094 56 45.62586(W)     ADJUSTED  
 MJ1146* NAVD 88     -                                                        
 MJ1146  ___________________________________________________________________
 MJ1146  LAPLACE CORR-           8.54  (seconds)                    DEFLEC99
 MJ1146  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 MJ1146
 MJ1146  HORZ ORDER  -  THIRD
 MJ1146
 MJ1146.The horizontal coordinates were established by classical geodetic methods
 MJ1146.and adjusted by the National Geodetic Survey in May 1999..
 MJ1146
 MJ1146
 MJ1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1146
 MJ1146.The geoid height was determined by GEOID03.
 MJ1146
 MJ1146;                    North         East     Units Scale Factor Converg.
 MJ1146;SPC IA N     - 1,047,481.299 1,380,046.161   MT  1.00003026   -0 58 48.1
 MJ1146;SPC IA S     -   214,022.859   380,046.259   MT  1.00002674   -0 57 09.0
 MJ1146;UTM  15      - 4,642,528.216   338,626.749   MT  0.99992045   -1 18 01.3
 MJ1146
 MJ1146                          SUPERSEDED SURVEY CONTROL
 MJ1146
 MJ1146  NAD 83(1986)-  41 55 05.61125(N)    094 56 45.63189(W) AD(       ) 4
 MJ1146  NAD 27      -  41 55 05.66600(N)    094 56 44.66100(W) AD(       ) 3
 MJ1146
 MJ1146.Superseded values are not recommended for survey control.
 MJ1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1146.See file dsdata.txt to determine how the superseded data were derived.
 MJ1146
 MJ1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3862742528(NAD 83)
 MJ1146_MARKER: 90 = CHURCH SPIRE
 MJ1146
 MJ1146  HISTORY     - Date     Condition        Report By
 MJ1146  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1146  HISTORY     - 1950     GOOD             CGS
 MJ1146
 MJ1146                          STATION DESCRIPTION
 MJ1146
 MJ1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1146'THIS STATION IS THE SPIRE ON THE SACRED HEART CHURCH IN THE
 MJ1146'WESTERN PART OF THE TOWN OF TEMPLETON, IOWA.  IT IS ABOUT
 MJ1146'24 YARDS S OF SECOND STREET AND 8 YARDS W OF FIFTH AVENUE,
 MJ1146'IN SECTION 17, T 82 N, R 35 W.  IT WAS ERECTED IN 1902.  IT IS
 MJ1146'VERY PROMINENT AND CAN BE SEEN FOR MANY MILES.
 MJ1146'
 MJ1146'THE STATION RISES AS A SQUARE BRICK TOWER AT THE FRONT OF
 MJ1146'THE CHURCH ABOUT 90 FEET. IN THE UPPER PART OF THE TOWER
 MJ1146'THERE ARE LARGE GOTHIC WINDOWS WITH WHITE FILIGREE ORNAMENTS
 MJ1146'ON EACH SIDE.  OVER THE WINDOW ON THE E SIDE THERE IS A LARGE
 MJ1146'CLOCK DIAL.  ABOVE THE TOWER THERE IS A GREY-SHINGLED OCTAGONAL
 MJ1146'SPIRE ABOUT 50 FEET.  ON THE FACES OF THE SPIRE ARE TRIANGULAR
 MJ1146'YELLOW ORNAMENTS.  THE TIP OF THE SPIRE IS WHITE AND HAS A
 MJ1146'WHITE BALL AT ITS APEX.  ABOVE THE BALL THERE IS A METAL CROSS
 MJ1146'5 FEET HIGH AND DULL GOLD IN COLOR.  THE TOTAL HEIGHT IS
 MJ1146'ABOUT 145 FEET.
 MJ1146
 MJ1146                          STATION RECOVERY (1950)
 MJ1146
 MJ1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1146'STATION IS LOCATED IN THE WEST PART OF THE TOWN OF TEMPLETON
 MJ1146'IN THE SOUTHWEST ANGLE OF CROSS STREETS ABOUT 2 BLOCKS WEST OF THE
 MJ1146'POST OFFICE.
 MJ1146'
 MJ1146'THE CHURCH IS CONSTRUCTED OF RED BRICK, 80 FEET WIDE AND 125
 MJ1146'FEET LONG, FACES EAST AND THE STEEPLE ON THE EAST END OF THE
 MJ1146'CHURCH IS 125 FEET HIGH.
 MJ1146'
 MJ1146'THE POINT INTERSECTED WAS THE TOP OF THE STEEPLE.
 MJ1146'
 MJ1146'STATION ESTABLISHED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1050 ***********************************************************************
 OP1050  DESIGNATION -  TERRILL MUNICIPAL TANK
 OP1050  PID         -  OP1050
 OP1050  STATE/COUNTY-  IA/DICKINSON
 OP1050  USGS QUAD   -  TERRIL (1972)
 OP1050
 OP1050                         *CURRENT SURVEY CONTROL
 OP1050  ___________________________________________________________________
 OP1050* NAD 83(1996)-  43 18 19.95089(N)    094 58 22.10064(W)     ADJUSTED  
 OP1050* NAVD 88     -                                                        
 OP1050  ___________________________________________________________________
 OP1050  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 OP1050  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 OP1050
 OP1050  HORZ ORDER  -  THIRD
 OP1050
 OP1050.The horizontal coordinates were established by classical geodetic methods
 OP1050.and adjusted by the National Geodetic Survey in May 1999..
 OP1050
 OP1050
 OP1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1050
 OP1050.The geoid height was determined by GEOID03.
 OP1050
 OP1050;                    North         East     Units Scale Factor Converg.
 OP1050;SPC IA N     - 1,201,601.925 1,380,507.941   MT  1.00000733   -0 59 53.5
 OP1050;UTM  15      - 4,796,635.357   339,996.990   MT  0.99991493   -1 21 12.3
 OP1050
 OP1050                          SUPERSEDED SURVEY CONTROL
 OP1050
 OP1050  NAD 83(1996)-  43 18 19.95088(N)    094 58 22.10065(W) AD(       ) 4
 OP1050  NAD 83(1986)-  43 18 19.94552(N)    094 58 22.08908(W) AD(       ) 4
 OP1050  NAD 27      -  43 18 20.08700(N)    094 58 21.10700(W) AD(       ) 3
 OP1050
 OP1050.Superseded values are not recommended for survey control.
 OP1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1050.See file dsdata.txt to determine how the superseded data were derived.
 OP1050
 OP1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH3999796635(NAD 83)
 OP1050_MARKER: 53 = ELEVATED TANK
 OP1050
 OP1050  HISTORY     - Date     Condition        Report By
 OP1050  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP1050  HISTORY     - 1971     GOOD             NGS
 OP1050
 OP1050                          STATION DESCRIPTION
 OP1050
 OP1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1050'THIS STATION IS THE BLACK MUNICIPAL TANK IN TERRILL, IOWA.
 OP1050'IT IS LOCATED IN THE TOWN OF TERRILL, S OF MAIN STREET, AND
 OP1050'W OF MILLER STREET, AND E OF DICKENSON COUNTY ROUTE D, ACROSS
 OP1050'FROM THE TERRILL HIGH SCHOOL.  THE TANK WAS ERECTED IN 1916.
 OP1050'
 OP1050'THIS TANK HAS 4 BLACK TRUSSWORK LEGS, SUPPORTED BY 2 SETS
 OP1050'OF HORIZONTAL MEMBERS.  ON THE FIRST SET THERE IS A SMALL
 OP1050'WOODEN STRUCTURE HOUSING THE TERRILL FIRE DEPARTMENT FIRE SIREN.
 OP1050'THE PUMPING STATION IS NEAR THE NE LEG OF THE TANK.  THERE IS
 OP1050'AN OVAL SECTION EXTENDING DOWNWARD FROM THE JUNCTION OF THE
 OP1050'LEGS WITH THE BOWL ABOUT 15 FEET.  FROM THE CENTER OF THE BOTTOM
 OP1050'OF THE OVAL SECTION, THERE IS A FEED PIPE JACKET OF METAL
 OP1050'SHEETING EXTENDING TO THE GROUND.  THE VERTICAL SECTION OF THE
 OP1050'TANK IS ABOUT 15 FEET HIGH AND HAS A CATWALK WITH A BLACK
 OP1050'RAIL AROUND ITS BASE.  THE ROOF OF THE TANK IS SLIGHTLY
 OP1050'CONICAL AND HAS A SILVER BALL ON TOP.  THE TOTAL HEIGHT
 OP1050'IS ABOUT 130 FEET.
 OP1050
 OP1050                          STATION RECOVERY (1971)
 OP1050
 OP1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP1050'THE TERRILL MUNICIPAL WATER TANK WAS RECOVERED AS PREVIOUSLY
 OP1050'DESCRIBED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1079 ***********************************************************************
 MJ1079  DESIGNATION -  THAYER
 MJ1079  PID         -  MJ1079
 MJ1079  STATE/COUNTY-  IA/UNION
 MJ1079  USGS QUAD   -  LORIMOR SOUTH (1983)
 MJ1079
 MJ1079                         *CURRENT SURVEY CONTROL
 MJ1079  ___________________________________________________________________
 MJ1079* NAD 83(1996)-  41 02 03.62662(N)    094 04 50.21669(W)     ADJUSTED  
 MJ1079* NAVD 88     -       372.     (meters)    1220.     (feet)  VERTCON   
 MJ1079  ___________________________________________________________________
 MJ1079  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 MJ1079  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 MJ1079
 MJ1079  HORZ ORDER  -  FIRST
 MJ1079
 MJ1079.The horizontal coordinates were established by classical geodetic methods
 MJ1079.and adjusted by the National Geodetic Survey in May 1999..
 MJ1079
 MJ1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1079
 MJ1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1079
 MJ1079.The geoid height was determined by GEOID03.
 MJ1079
 MJ1079;                    North         East     Units Scale Factor Converg.
 MJ1079;SPC IA S     -   115,024.616   451,177.828   MT  0.99995257   -0 22 56.8
 MJ1079;UTM  15      - 4,543,131.615   409,164.993   MT  0.99970155   -0 42 34.1
 MJ1079
 MJ1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1079!SPC IA S     -   0.99994650  x   0.99995257  =   0.99989907
 MJ1079!UTM  15      -   0.99994650  x   0.99970155  =   0.99964806
 MJ1079
 MJ1079|---------------------------------------------------------------------|
 MJ1079| PID    Reference Object                     Distance      Geod. Az  |
 MJ1079|                                                           dddmmss.s |
 MJ1079| CL7718 THAYER RM 1                          25.179 METERS 07623     |
 MJ1079| CL7720 THAYER RM 3                          34.552 METERS 08110     |
 MJ1079| CL7717 THAYER AZ MK                                       1855542.9 |
 MJ1079| CL7721 THAYER RM 4                          19.455 METERS 20538     |
 MJ1079| LF1223 MICROWAVE TWR KAO 53 E ARISPE       APPROX.12.8 KM 2090058.0 |
 MJ1079| MJ1080 AFTON MUNICIPAL TANK                APPROX. 9.7 KM 2662312.7 |
 MJ1079| MJ1078 PISGAH MONUMENT                     APPROX. 2.5 KM 3175310.9 |
 MJ1079| CL7719 THAYER RM 2                          24.308 METERS 35641     |
 MJ1079|---------------------------------------------------------------------|
 MJ1079
 MJ1079                          SUPERSEDED SURVEY CONTROL
 MJ1079
 MJ1079  NAD 83(1986)-  41 02 03.62776(N)    094 04 50.23617(W) AD(       ) 1
 MJ1079  NAD 27      -  41 02 03.65860(N)    094 04 49.41740(W) AD(       ) 1
 MJ1079  NGVD 29 (07/19/86)  372.     (m)         1220.     (f) VERT ANG       
 MJ1079
 MJ1079.Superseded values are not recommended for survey control.
 MJ1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1079.See file dsdata.txt to determine how the superseded data were derived.
 MJ1079
 MJ1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF0916543132(NAD 83)
 MJ1079_MARKER: DS = TRIANGULATION STATION DISK
 MJ1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1079
 MJ1079  HISTORY     - Date     Condition        Report By
 MJ1079  HISTORY     - 1958     MONUMENTED       CGS
 MJ1079  HISTORY     - 1974     GOOD             NGS
 MJ1079
 MJ1079                          STATION DESCRIPTION
 MJ1079
 MJ1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GSM)
 MJ1079'THE STATION WAS RECOVERED AND APPEARED IN GOOD CONDITION.  THE
 MJ1079'FOLLOWING DISCREPANCIES WERE NOTED.  IT IS 51 FEET SOUTH OF THE
 MJ1079'CENTERLINE OF THE GRAVELED ROAD INSTEAD OF 48.9 FEET, THE MARK
 MJ1079'IS 18 INCHES BELOW THE SURFACE INSTEAD OF 12 INCHES.  REFERENCE
 MJ1079'MARKS AND AN AZIMUTH MARK WERE SET AT THIS TIME.  A NEW
 MJ1079'DESCRIPTION FOLLOWS.
 MJ1079'
 MJ1079'THE STATION IS LOCATED ABOUT 1.25 MILES WEST AND 0.5 MILE NORTH
 MJ1079'OF THAYER AND ABOUT 6.5 MILES WEST OF AFTON.  IT IS IN THE
 MJ1079'NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 16, T. 72 N.,
 MJ1079'R. 28 W., 133 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CORRAL,
 MJ1079'120 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF U.S.
 MJ1079'HIGHWAY 169 AND A GRAVELED ROAD EAST, 116 FEET WEST OF THE
 MJ1079'NORTHEAST CORNER OF A BARN LOT, 114 FEET NORTHWEST OF THE NORTHWEST
 MJ1079'CORNER OF A BARN, 109 FEET EAST OF THE CENTERLINE OF U.S.
 MJ1079'HIGHWAY 169, 51 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 MJ1079'ROAD, 33 FEET SOUTHWEST OF A TELEPHONE POLE AND 19 FEET
 MJ1079'SOUTH OF A WHITE WITNESS POST.  THE MONUMENT IS 18 INCHES
 MJ1079'BELOW THE SURFACE AND THE DISK IS STAMPED THAYER 1956.
 MJ1079'
 MJ1079'TO REACH THE STATION FROM THE POST OFFICE IN THAYER, GO SOUTH
 MJ1079'ON GRAVELED ROAD FOR 0.15 MILE TO U.S. HIGHWAY 34.  TURN RIGHT
 MJ1079'AND GO WESTERLY ON HIGHWAY 34 FOR 1.6 MILES TO THE JUNCTION OF
 MJ1079'U.S. HIGHWAY 169.  TURN RIGHT, NORTH, FOR 0.25 MILE TO THE
 MJ1079'AZIMUTH MARK ON THE LEFT, WEST SIDE OF THE ROAD.  CONTINUE NORTH
 MJ1079'ON HIGHWAY 169 FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT,
 MJ1079'EAST, FOR ABOUT 100 FEET TO THE STATION ON THE RIGHT.
 MJ1079'
 MJ1079'REFERENCE MARK 1 IS 53 FEET EAST OF A TELEPHONE POLE, 35 FEET
 MJ1079'WEST OF A FENCE CORNER, 30 FEET SOUTH OF THE CENTERLINE OF A
 MJ1079'GRAVELED ROAD AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT IS FLUSH
 MJ1079'AND THE DISK IS STAMPED THAYER NO 1 1956.
 MJ1079'
 MJ1079'REFERENCE MARK 2 IS 103 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 MJ1079'169, 61 FEET NORTH OF A WHITE WITNESS POST, 40 FEET SOUTHWEST
 MJ1079'OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 31 FEET NORTH OF THE
 MJ1079'CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT SOUTH OF A FENCE.  THE
 MJ1079'MONUMENT IS FLUSH AND THE DISK IS STAMPED THAYER NO 2 1956.
 MJ1079'
 MJ1079'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 MJ1079'169, 8 FEET NORTH OF A POWER POLE, 2 FEET NORTH OF A WHITE WITNESS
 MJ1079'POST AND 1 FOOT EAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE
 MJ1079'DISK IS STAMED THAYER 1956.
 MJ1079'
 MJ1079'THE STATION WAS PUT IN BY THE GEODIMETER PARTY IN 1956 BY
 MJ1079'C.A. SHELTON, BUT NOT CONNECTED TO TRIANGULATION.
 MJ1079'
 MJ1079'HEIGHT OF LIGHT 30 METERS ABOVE GROUND
 MJ1079
 MJ1079                          STATION RECOVERY (1974)
 MJ1079
 MJ1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MJ1079'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 MJ1079'PREVIOUSLY DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 MJ1079'SEARCHED FOR AND COULD NOT BE FOUND AND IT IS BELIEVED THE MARK
 MJ1079'COULD HAVE BEEN DESTROYED WHEN A FIELD APPROACH WAS BUILT.
 MJ1079'REFERENCE MARKS 1 AND 2 ARE IN DANGER OF BEING DESTROYED BY ROAD
 MJ1079'CONSTRUCTION AND THE MARKS WERE LEFT INTACT THIS DATE.
 MJ1079'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 MJ1079'
 MJ1079'FOLLOWING IS A DESCRIPTION FOR REFERENCE MARKS 3 AND 4.
 MJ1079'
 MJ1079'REFERENCE MARK 3 IS A STANDARD DISK STAMPED THAYER 1958 NO 3
 MJ1079'1974, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A
 MJ1079'STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A 6 INCH TILE AND
 MJ1079'THE DISK IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 MJ1079'IS 127 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A BARN,
 MJ1079'6 FEET WEST OF A 16-INCH TULIP TREE AND 3 FEET WEST-SOUTHWEST OF
 MJ1079'A CORNER FENCE POST.
 MJ1079'
 MJ1079'REFERENCE MARK 4 IS A STANDARD DISK STAMPED THAYER 1958 NO 4 1974,
 MJ1079'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 MJ1079'PLATE BOLTED AT THE BOTTOM, ENCASED IN A 6 INCH TILE AND FLUSH
 MJ1079'WITH THE SURFACE OF THE GROUND.  IT IS 95 FEET WEST-NORTHWEST
 MJ1079'OF THE NORTHWEST CORNER OF THE BARN AND 3 FEET NORTH OF A NEW
 MJ1079'POWER POLE.
 MJ1079'
 MJ1079'THE STATION WS NOT POSITIONED UNTIL 1958.
 MJ1079'
 MJ1079'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES
 MJ1079'WEST AND 1/2 MILE NORTH OF THAYER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0784 ***********************************************************************
 OP0784  DESIGNATION -  THOMAS
 OP0784  PID         -  OP0784
 OP0784  STATE/COUNTY-  IA/DICKINSON
 OP0784  USGS QUAD   -  OKOBOJI (1982)
 OP0784
 OP0784                         *CURRENT SURVEY CONTROL
 OP0784  ___________________________________________________________________
 OP0784* NAD 83(1996)-  43 25 50.53285(N)    095 13 49.09291(W)     ADJUSTED  
 OP0784* NAVD 88     -       445.0    (meters)    1460.     (feet)  VERTCON   
 OP0784  ___________________________________________________________________
 OP0784  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 OP0784  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 OP0784
 OP0784  HORZ ORDER  -  SECOND
 OP0784
 OP0784.The horizontal coordinates were established by classical geodetic methods
 OP0784.and adjusted by the National Geodetic Survey in May 1999..
 OP0784
 OP0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0784
 OP0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0784
 OP0784.The geoid height was determined by GEOID03.
 OP0784
 OP0784;                    North         East     Units Scale Factor Converg.
 OP0784;SPC IA N     - 1,215,900.519 1,359,903.854   MT  1.00003410   -1 10 21.7
 OP0784;SPC MN S     -   148,607.871   700,377.703   MT  1.00009502   -0 51 44.5
 OP0784;UTM  15      - 4,811,061.511   319,483.955   MT  1.00000085   -1 32 01.3
 OP0784
 OP0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0784!SPC IA N     -   0.99993457  x   1.00003410  =   0.99996867
 OP0784!SPC MN S     -   0.99993457  x   1.00009502  =   1.00002959
 OP0784!UTM  15      -   0.99993457  x   1.00000085  =   0.99993542
 OP0784
 OP0784|---------------------------------------------------------------------|
 OP0784| PID    Reference Object                     Distance      Geod. Az  |
 OP0784|                                                           dddmmss.s |
 OP0784| CO4686 THOMAS RM 1                           7.708 METERS 08234     |
 OP0784| OP0785 THOMAS RM 2                           6.099 METERS 23629     |
 OP0784| CO4685 THOMAS AZ MK                                       2620709.1 |
 OP0784|---------------------------------------------------------------------|
 OP0784
 OP0784                          SUPERSEDED SURVEY CONTROL
 OP0784
 OP0784  NAD 83(1996)-  43 25 50.53285(N)    095 13 49.09291(W) AD(       ) 2
 OP0784  NAD 83(1986)-  43 25 50.52800(N)    095 13 49.08343(W) AD(       ) 2
 OP0784  NAD 27      -  43 25 50.65540(N)    095 13 48.09640(W) AD(       ) 2
 OP0784  NGVD 29 (07/19/86)  444.8    (m)         1459.     (f) VERT ANG       
 OP0784
 OP0784.Superseded values are not recommended for survey control.
 OP0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0784.See file dsdata.txt to determine how the superseded data were derived.
 OP0784
 OP0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1948411062(NAD 83)
 OP0784_MARKER: DS = TRIANGULATION STATION DISK
 OP0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0784_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0784
 OP0784  HISTORY     - Date     Condition        Report By
 OP0784  HISTORY     - 1971     MONUMENTED       NGS
 OP0784  HISTORY     - 20051116 POOR             DUCKS
 OP0784
 OP0784                          STATION DESCRIPTION
 OP0784
 OP0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0784'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST-SOUTHEAST OF
 OP0784'LAKE PARK, 5 MILES WEST OF THE TOWN OF SPIRIT LAKE, 2 MILES
 OP0784'SOUTHWEST OF MONTGOMERY IN THE SE 1/4 OF SEC. 32, T 100 N.,
 OP0784'R. 37 W. AND ON ROAD RIGHT-OF-WAY.
 OP0784'
 OP0784'TO REACH THE STATION FROM THE POST OFFICE IN LAKE PARK, GO
 OP0784'SOUTH ON A PAVED ROAD FOR 1.7 MILES TO A CROSSROAD.  TURN
 OP0784'LEFT AND GO EAST ON STATE HIGHWAY 9 FOR 4.35 MILES TO THE
 OP0784'AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON STATE HIGHWAY 9
 OP0784'FOR 0.25 MILE TO THE STATION ON THE LEFT.
 OP0784'
 OP0784'STATION MARKS ARE STANDARD DISKS STAMPED THOMAS 1971.  THE
 OP0784'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OP0784'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 OP0784'IT IS 91 FEET NORTH OF THE CENTER OF STATE HIGHWAY 9, 25 FEET
 OP0784'WEST OF A FENCE CORNER AND 2 FEET SOUTH OF A WIRE FENCE.
 OP0784'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 OP0784'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 OP0784'
 OP0784'REFERENCE MARK 1, A STANDARD DISK STAMPED THOMAS NO 1 1971,
 OP0784'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0784'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 92 FEET NORTH
 OP0784'OF THE CENTER OF THE HIGHWAY AND 1 FOOT SOUTH OF THE FENCE
 OP0784'CORNER.
 OP0784'
 OP0784'REFERENCE MARK 2, A STANDARD DISK STAMPED THOMAS NO 2 1971,
 OP0784'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0784'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 80 FEET NORTH
 OP0784'OF THE CENTER OF THE HIGHWAY, 44 FEET WEST-SOUTHWEST OF THE
 OP0784'FENCE CORNER AND 12 FEET SOUTH OF THE WIRE FENCE.
 OP0784'
 OP0784'THE AZIMUTH MARK, A STANDARD DISK STAMPED THOMAS 1971, IS
 OP0784'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0784'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 100 FEET SOUTH
 OP0784'OF THE CENTER OF THE HIGHWAY, 2 FEET EAST OF A TELEPHONE POLE,
 OP0784'1 FOOT EAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A
 OP0784'WIRE FENCE.
 OP0784'
 OP0784'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 OP0784
 OP0784                          STATION RECOVERY (2005)
 OP0784
 OP0784'RECOVERY NOTE BY DUCKS UNLIMITED 2005 (GLJ)
 OP0784'THIS STATION IS NOW UNDER A POWER LINE WHICH MAKES GPS OBSERVATIONS
 OP0784'NOT THE BEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0785 ***********************************************************************
 OP0785  DESIGNATION -  THOMAS RM 2
 OP0785  PID         -  OP0785
 OP0785  STATE/COUNTY-  IA/DICKINSON
 OP0785  USGS QUAD   -  OKOBOJI (1982)
 OP0785
 OP0785                         *CURRENT SURVEY CONTROL
 OP0785  ___________________________________________________________________
 OP0785* NAD 83(1996)-  43 25 50.42374(N)    095 13 49.31900(W)     ADJUSTED  
 OP0785* NAVD 88     -       444.8    (meters)    1459.     (feet)  VERTCON   
 OP0785  ___________________________________________________________________
 OP0785  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 OP0785  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 OP0785
 OP0785  HORZ ORDER  -  SECOND
 OP0785
 OP0785.The horizontal coordinates were established by classical geodetic methods
 OP0785.and adjusted by the National Geodetic Survey in May 1999..
 OP0785
 OP0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0785
 OP0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0785
 OP0785.The geoid height was determined by GEOID03.
 OP0785
 OP0785;                    North         East     Units Scale Factor Converg.
 OP0785;SPC IA N     - 1,215,897.256 1,359,898.701   MT  1.00003409   -1 10 21.9
 OP0785;SPC MN S     -   148,604.580   700,372.567   MT  1.00009503   -0 51 44.6
 OP0785;UTM  15      - 4,811,058.281   319,478.782   MT  1.00000087   -1 32 01.5
 OP0785
 OP0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0785!SPC IA N     -   0.99993461  x   1.00003409  =   0.99996869
 OP0785!SPC MN S     -   0.99993461  x   1.00009503  =   1.00002963
 OP0785!UTM  15      -   0.99993461  x   1.00000087  =   0.99993548
 OP0785
 OP0785|---------------------------------------------------------------------|
 OP0785| PID    Reference Object                     Distance      Geod. Az  |
 OP0785|                                                           dddmmss.s |
 OP0785| OP0784 THOMAS                                6.099 METERS 05629     |
 OP0785| OP0806 LAKE PARK                           APPROX.11.3 KM 2771601.1 |
 OP0785|---------------------------------------------------------------------|
 OP0785
 OP0785                          SUPERSEDED SURVEY CONTROL
 OP0785
 OP0785  NAD 83(1996)-  43 25 50.42374(N)    095 13 49.31900(W) AD(       ) 2
 OP0785  NAD 83(1986)-  43 25 50.41889(N)    095 13 49.30952(W) AD(       ) 2
 OP0785  NAD 27      -  43 25 50.54629(N)    095 13 48.32248(W) AD(       ) 2
 OP0785  NGVD 29 (07/19/86)  444.6    (m)         1459.     (f) VERT ANG       
 OP0785
 OP0785.Superseded values are not recommended for survey control.
 OP0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0785.See file dsdata.txt to determine how the superseded data were derived.
 OP0785
 OP0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1947911058(NAD 83)
 OP0785_MARKER: DR = REFERENCE MARK DISK
 OP0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0785+STABILITY: SURFACE MOTION
 OP0785
 OP0785  HISTORY     - Date     Condition        Report By
 OP0785  HISTORY     - 1971     MONUMENTED       NGS
 OP0785  HISTORY     - 20051116 MARK NOT FOUND   DUCKS
 OP0785
 OP0785                          STATION DESCRIPTION
 OP0785
 OP0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0785'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST-SOUTHEAST OF
 OP0785'LAKE PARK, 5 MILES WEST OF THE TOWN OF SPIRIT LAKE, 2 MILES
 OP0785'SOUTHWEST OF MONTGOMERY IN THE SE 1/4 OF SEC. 32, T. 100 N.,
 OP0785'R. 37 W. AND ON ROAD RIGHT-OF-WAY.
 OP0785'
 OP0785'TO REACH THE STATION FROM THE POST OFFICE IN LAKE PARK, GO
 OP0785'SOUTH ON A PAVED ROAD FOR 1.7 MILES TO A CROSSROAD.  TURN
 OP0785'LEFT AND GO EAST ON STATE HIGHWAY 9 FOR 4.6 MILES TO THE
 OP0785'STATION ON THE LEFT.
 OP0785'
 OP0785'THE STATION MARK, A STANDARD REFERENCE DISK STAMPED THOMAS
 OP0785'NO 2 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP0785'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 80
 OP0785'FEET NORTH OF THE CENTER OF STATE HIGHWAY 9, 44 FEET
 OP0785'WEST-SOUTHWEST OF A FENCE CORNER AND 12 FEET SOUTH OF A WIRE
 OP0785'FENCE.
 OP0785'
 OP0785'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 OP0785
 OP0785                          STATION RECOVERY (2005)
 OP0785
 OP0785'RECOVERY NOTE BY DUCKS UNLIMITED 2005 (GLJ)
 OP0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0707 ***********************************************************************
 MJ0707  DESIGNATION -  THOMPSON
 MJ0707  PID         -  MJ0707
 MJ0707  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0707  USGS QUAD   -  LOVELAND (1994)
 MJ0707
 MJ0707                         *CURRENT SURVEY CONTROL
 MJ0707  ___________________________________________________________________
 MJ0707* NAD 83(1996)-  41 29 46.57838(N)    095 56 14.33285(W)     ADJUSTED  
 MJ0707* NAVD 88     -       304.308  (meters)     998.38   (feet)  ADJUSTED  
 MJ0707  ___________________________________________________________________
 MJ0707  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 MJ0707  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 MJ0707  DYNAMIC HT  -         304.167 (meters)     997.92  (feet)  COMP
 MJ0707  MODELED GRAV-     980,152.3   (mgal)                       NAVD 88
 MJ0707
 MJ0707  HORZ ORDER  -  SECOND
 MJ0707  VERT ORDER  -  SECOND    CLASS 0
 MJ0707
 MJ0707.The horizontal coordinates were established by classical geodetic methods
 MJ0707.and adjusted by the National Geodetic Survey in May 1999..
 MJ0707
 MJ0707.The orthometric height was determined by differential leveling
 MJ0707.and adjusted by the National Geodetic Survey in June 1991..
 MJ0707
 MJ0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0707
 MJ0707.The geoid height was determined by GEOID03.
 MJ0707
 MJ0707.The dynamic height is computed by dividing the NAVD 88
 MJ0707.geopotential number by the normal gravity value computed on the
 MJ0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0707.degrees latitude (g = 980.6199 gals.).
 MJ0707
 MJ0707.The modeled gravity was interpolated from observed gravity values.
 MJ0707
 MJ0707;                    North         East     Units Scale Factor Converg.
 MJ0707;SPC IA S     -   169,011.863   296,516.331   MT  0.99996163   -1 36 19.7
 MJ0707;SPC NE       -   192,594.340   838,997.513   MT  0.99965861   +2 41 32.4
 MJ0707;UTM  15      - 4,598,016.377   254,816.229   MT  1.00033986   -1 56 49.7
 MJ0707;UTM  14      - 4,598,379.805   755,649.924   MT  1.00040438   +2 01 49.2
 MJ0707
 MJ0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0707!SPC IA S     -   0.99995676  x   0.99996163  =   0.99991839
 MJ0707!SPC NE       -   0.99995676  x   0.99965861  =   0.99961538
 MJ0707!UTM  15      -   0.99995676  x   1.00033986  =   1.00029661
 MJ0707!UTM  14      -   0.99995676  x   1.00040438  =   1.00036112
 MJ0707
 MJ0707|---------------------------------------------------------------------|
 MJ0707| PID    Reference Object                     Distance      Geod. Az  |
 MJ0707|                                                           dddmmss.s |
 MJ0707| CL7723 THOMPSON RM 3                        43.682 METERS 03124     |
 MJ0707| MJ0710 THOMPSON AZ MK                                     0514150.5 |
 MJ0707| CL7724 THOMPSON RM 4                        62.100 METERS 16010     |
 MJ0707| MJ0708 THOMPSON RM 1                        13.432 METERS 17239     |
 MJ0707| CL7722 THOMPSON AZ MK 2                                   1781415.2 |
 MJ0707| MJ0709 THOMPSON RM 2                        26.112 METERS 25108     |
 MJ0707|---------------------------------------------------------------------|
 MJ0707
 MJ0707                          SUPERSEDED SURVEY CONTROL
 MJ0707
 MJ0707  NAD 83(1996)-  41 29 46.57872(N)    095 56 14.33267(W) AD(       ) 2
 MJ0707  NAD 83(1986)-  41 29 46.58420(N)    095 56 14.33465(W) AD(       ) 2
 MJ0707  NAD 27      -  41 29 46.61000(N)    095 56 13.29200(W) AD(       ) 2
 MJ0707  NGVD 29 (??/??/92)  304.168  (m)          997.92   (f) ADJ UNCH    2 0
 MJ0707
 MJ0707.Superseded values are not recommended for survey control.
 MJ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0707.See file dsdata.txt to determine how the superseded data were derived.
 MJ0707
 MJ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5481698016(NAD 83)
 MJ0707_MARKER: DS = TRIANGULATION STATION DISK
 MJ0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0707_STAMPING: THOMPSON 1947
 MJ0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0707+STABILITY: SURFACE MOTION
 MJ0707
 MJ0707  HISTORY     - Date     Condition        Report By
 MJ0707  HISTORY     - 1947     MONUMENTED       CGS
 MJ0707  HISTORY     - 1948     GOOD             NGS
 MJ0707  HISTORY     - 1960     GOOD             CGS
 MJ0707
 MJ0707                          STATION DESCRIPTION
 MJ0707
 MJ0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ0707'THE STATION IS LOCATED ABOUT 2 MILES WEST AND 4-1/2 MILES SOUTH
 MJ0707'OF MISSOURI VALLEY.  IT IS 42 FEET WEST OF THE APPROXIMATE
 MJ0707'CENTERLINE OF A DIRT ROAD, 41 FEET SOUTHEAST OF THE SOUTHEAST
 MJ0707'CORNER OF A SCREENED PORCH OF A HOUSE AND 7 FEET SOUTHWEST OF A
 MJ0707'WHITE WITNESS POST. THE MARK IS SET FLUSH WITH THE GROUND AND
 MJ0707'THE DISK IS STAMPED THOMPSON 1947.
 MJ0707'
 MJ0707'REFERENCE MARK NO. 1 IS 44.07 FEET SOUTH OF THE STATION AND
 MJ0707'36 FEET WEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD.  THE
 MJ0707'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED THOMPSON
 MJ0707'NO 1 1947.
 MJ0707'
 MJ0707'REFERENCE MARK NO. 2 IS 85.67 FEET WEST-SOUTHWEST OF THE STATION
 MJ0707'AND 1 FOOT SOUTH OF THE SOUTHEAST CORNER OF A GARAGE.  THE
 MJ0707'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED THOMPSON
 MJ0707'NO 2 1947.
 MJ0707'
 MJ0707'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHEAST OF THE STATION,
 MJ0707'25 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 2
 MJ0707'FEET EAST OF A WHITE WITNESS POST AND 2 FEET WEST OF A
 MJ0707'TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 MJ0707'DISK IS STAMPED THOMPSON 1947.
 MJ0707'
 MJ0707'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30
 MJ0707'AND 75 WEST OF THE MISSOURI VALLEY BUSINESS DISTRICT GO WEST ON U.S.
 MJ0707'HIGHWAY 30 FOR 2.4 MILES TO CROSSROADS, TURN LEFT AND GO SOUTH
 MJ0707'FOR 3.65 MILES TO A T ROAD LEFT.  CONTINUE SOUTH FOR 0.2
 MJ0707'MILE TO STATION ON RIGHT AS DECSRIBED.  TO REACH AZIMUTH
 MJ0707'MARK FROM STATION GO NORTH FOR 0.2 MILE TO A T ROAD RIGHT, TURN
 MJ0707'RIGHT AND GO 0.3 MILE TO MARK ON RIGHT AS DESCRIBED.
 MJ0707'
 MJ0707'A 4 FOOT SIGNAL AT VALLEY 1934 IS V.G.
 MJ0707'
 MJ0707'A 74 FOOT SIGNAL AT JOHANNES 1930 IS V.G.
 MJ0707'
 MJ0707'A 4 FOOT SIGNAL AT 311 (MORC) IS V.G.
 MJ0707'
 MJ0707'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MJ0707
 MJ0707                          STATION RECOVERY (1948)
 MJ0707
 MJ0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0707'2.6 MI W FROM LOVELAND.
 MJ0707'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE
 MJ0707'AT LOVELAND, THENCE 2.2 MILES WEST ALONG A DIRT ROAD, THENCE
 MJ0707'0.2 MILE SOUTH ALONG A DIRT ROAD, AT A FARMHOUSE, 40.0 FEET
 MJ0707'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 43.0 FEET
 MJ0707'WEST OF THE CENTER LINE OF THE ROAD, 12.0 FEET NORTH OF THE
 MJ0707'CENTER LINE OF THE PRIVATE DRIVE, 6.6 FEET SOUTHWEST OF A
 MJ0707'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND ABOUT
 MJ0707'LEVEL WITH THE GROUND.
 MJ0707
 MJ0707                          STATION RECOVERY (1960)
 MJ0707
 MJ0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MJ0707'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 MJ0707'THE REFERENCE MARKS AND THE AZIMUTH MARK WERE SEARCHED FOR BUT
 MJ0707'WERE NOT RECOVERED AS THE LAND IS NOW UNDER CULTIVATION SO
 MJ0707'ARE BELIEVED TO BE DESTROYED.  NEW REFERENCE MARKS AND AN
 MJ0707'AZIMUTH MARK WERE ESTABLISHED AND A NEW DESCRIPTION FOLLOWS.
 MJ0707'
 MJ0707'THE STATION IS LOCATED, AIRLINE, ABOUT 5 MILES SOUTHWEST OF MISSOURI
 MJ0707'VALLEY, ALONG THE WEST SIDE OF A NORTH-SOUTH FARM ROAD AND 41
 MJ0707'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED FARM
 MJ0707'HOUSE.
 MJ0707'
 MJ0707'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30
 MJ0707'AND 75, JUST WEST OF THE BUSINESS DISTRICT IN MISSOURI VALLEY,
 MJ0707'GO WEST ON U.S. HIGHWAY 30 FOR 2.4 MILES TO A CROSS-ROAD.
 MJ0707'TURN LEFT OFF THE HIGHWAY AND GO SOUTH ON A FARM ROAD FOR
 MJ0707'3.5 MILES TO AN ABANDONED FARM HOUSE ON THE RIGHT, WEST SIDE
 MJ0707'AND THE STATION NEAR A WITNESS SIGN MARKER.
 MJ0707'
 MJ0707'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 MJ0707'FARM ROAD FOR 0.25 MILE TO A CROSS-ROAD AND THE AZIMUTH
 MJ0707'MARK IN THE NORTHEAST ANGLE.
 MJ0707'
 MJ0707'THE STATION IS A STANDARD DISK STAMPED THOMPSON 1947 SET IN
 MJ0707'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH
 MJ0707'WITH THE GROUND.  IT IS 42 FEET WEST OF THE CENTER OF THE FARM
 MJ0707'ROAD, 41 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE ABANDONED
 MJ0707'FARM HOUSE AND 1 FOOT NORTHEAST OF A WITNESS SIGN MARKER.
 MJ0707'
 MJ0707'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED THOMPSON
 MJ0707'NO 3 1947 1960 SET IN TOP OF A CONCRETE CYLINDER WHICH IS 6
 MJ0707'INCHES IN DIAMETER AND THE SAME ELEVATION AS THE STATION.
 MJ0707'IT IS 26 FEET EAST OF THE CENTER OF A FARM ROAD AND 1 FOOT
 MJ0707'SOUTH OF A TELEPHONE POLE.
 MJ0707'
 MJ0707'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED THOMPSON
 MJ0707'NO 4 1947 1960 SET IN TOP OF A CONCRETE CYLINDER WHICH IS
 MJ0707'6-INCHES IN DIAMETER AND IS THE SAME ELEVATION AS THE STATION.
 MJ0707'IT IS 26 FEET EAST OF THE CENTER OF A FARM ROAD AND IS 1 FOOT
 MJ0707'NORTH OF A TELEPHONE POLE.
 MJ0707'
 MJ0707'THE AZIMUTH MARK IS A STANDARD DISK STAMPED THOMPSON 1947 1960
 MJ0707'SET IN TOP OF A CONCRETE CYLINDER WHICH IS 6-INCHES IN DIAMETER.
 MJ0707'IT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 66 FEET NORTHEAST
 MJ0707'OF THE CENTER OF A CROSS-ROAD AND 1 FOOT NORTH OF A TELEPHONE
 MJ0707'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0710 ***********************************************************************
 MJ0710  DESIGNATION -  THOMPSON AZ MK
 MJ0710  PID         -  MJ0710
 MJ0710  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0710  USGS QUAD   -  LOVELAND (1994)
 MJ0710
 MJ0710                         *CURRENT SURVEY CONTROL
 MJ0710  ___________________________________________________________________
 MJ0710* NAD 83(1986)-  41 29 55.     (N)    095 56 00.     (W)     SCALED    
 MJ0710* NAVD 88     -       303.880  (meters)     996.98   (feet)  ADJUSTED  
 MJ0710  ___________________________________________________________________
 MJ0710  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 MJ0710  DYNAMIC HT  -         303.739 (meters)     996.52  (feet)  COMP
 MJ0710  MODELED GRAV-     980,152.3   (mgal)                       NAVD 88
 MJ0710
 MJ0710  VERT ORDER  -  SECOND    CLASS 0
 MJ0710
 MJ0710.The horizontal coordinates were scaled from a topographic map and have
 MJ0710.an estimated accuracy of +/- 6 seconds.
 MJ0710
 MJ0710.The orthometric height was determined by differential leveling
 MJ0710.and adjusted by the National Geodetic Survey in June 1991..
 MJ0710
 MJ0710.The geoid height was determined by GEOID03.
 MJ0710
 MJ0710.The dynamic height is computed by dividing the NAVD 88
 MJ0710.geopotential number by the normal gravity value computed on the
 MJ0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0710.degrees latitude (g = 980.6199 gals.).
 MJ0710
 MJ0710.The modeled gravity was interpolated from observed gravity values.
 MJ0710
 MJ0710;                    North         East    Units  Estimated Accuracy
 MJ0710;SPC IA S     -   169,260.      296,860.      MT  (+/- 180 meters Scaled)
 MJ0710
 MJ0710                          SUPERSEDED SURVEY CONTROL
 MJ0710
 MJ0710  NGVD 29 (??/??/92)  303.740  (m)          996.52   (f) ADJ UNCH    2 0
 MJ0710
 MJ0710.Superseded values are not recommended for survey control.
 MJ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0710.See file dsdata.txt to determine how the superseded data were derived.
 MJ0710
 MJ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF551982(NAD 83)
 MJ0710_MARKER: DZ = AZIMUTH MARK DISK
 MJ0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0710_STAMPING: THOMPSON 1947
 MJ0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0710+STABILITY: SURFACE MOTION
 MJ0710
 MJ0710  HISTORY     - Date     Condition        Report By
 MJ0710  HISTORY     - 1947     MONUMENTED       CGS
 MJ0710  HISTORY     - 1948     GOOD             NGS
 MJ0710
 MJ0710                          STATION DESCRIPTION
 MJ0710
 MJ0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0710'2.2 MI NW FROM LOVELAND.
 MJ0710'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0710'LOVELAND, THENCE 2.0 MILES WEST ALONG A DIRT ROAD, 0.25 MILE
 MJ0710'EAST OF A T ROAD, 0.2 MILE WEST OF A STEEL BRIDGE OVER ALLEN
 MJ0710'CREEK DITCH, AT THE NORTH EDGE OF A CULTIVATED FIELD, 24.0 FEET
 MJ0710'SOUTH OF THE CENTER LINE OF THE ROAD, 1.3 FEET WEST OF A
 MJ0710'TELEPHONE POLE, 1.8 FEET EAST OF A REFERENCE POST, SET IN TOP
 MJ0710'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0708 ***********************************************************************
 MJ0708  DESIGNATION -  THOMPSON RM 1
 MJ0708  PID         -  MJ0708
 MJ0708  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0708  USGS QUAD   -  LOVELAND (1994)
 MJ0708
 MJ0708                         *CURRENT SURVEY CONTROL
 MJ0708  ___________________________________________________________________
 MJ0708* NAD 83(1986)-  41 29 46.     (N)    095 56 14.     (W)     SCALED    
 MJ0708* NAVD 88     -       304.320  (meters)     998.42   (feet)  ADJUSTED  
 MJ0708  ___________________________________________________________________
 MJ0708  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 MJ0708  DYNAMIC HT  -         304.178 (meters)     997.96  (feet)  COMP
 MJ0708  MODELED GRAV-     980,152.3   (mgal)                       NAVD 88
 MJ0708
 MJ0708  VERT ORDER  -  SECOND    CLASS 0
 MJ0708
 MJ0708.The horizontal coordinates were scaled from a topographic map and have
 MJ0708.an estimated accuracy of +/- 6 seconds.
 MJ0708
 MJ0708.The orthometric height was determined by differential leveling
 MJ0708.and adjusted by the National Geodetic Survey in June 1991..
 MJ0708
 MJ0708.The geoid height was determined by GEOID03.
 MJ0708
 MJ0708.The dynamic height is computed by dividing the NAVD 88
 MJ0708.geopotential number by the normal gravity value computed on the
 MJ0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0708.degrees latitude (g = 980.6199 gals.).
 MJ0708
 MJ0708.The modeled gravity was interpolated from observed gravity values.
 MJ0708
 MJ0708;                    North         East    Units  Estimated Accuracy
 MJ0708;SPC IA S     -   168,990.      296,520.      MT  (+/- 180 meters Scaled)
 MJ0708
 MJ0708                          SUPERSEDED SURVEY CONTROL
 MJ0708
 MJ0708  NGVD 29 (??/??/92)  304.180  (m)          997.96   (f) ADJ UNCH    2 0
 MJ0708
 MJ0708.Superseded values are not recommended for survey control.
 MJ0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0708.See file dsdata.txt to determine how the superseded data were derived.
 MJ0708
 MJ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF548979(NAD 83)
 MJ0708_MARKER: DR = REFERENCE MARK DISK
 MJ0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0708_STAMPING: THOMPSON NO 1 1947
 MJ0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0708+STABILITY: SURFACE MOTION
 MJ0708
 MJ0708  HISTORY     - Date     Condition        Report By
 MJ0708  HISTORY     - 1947     MONUMENTED       CGS
 MJ0708  HISTORY     - 1948     GOOD             NGS
 MJ0708
 MJ0708                          STATION DESCRIPTION
 MJ0708
 MJ0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0708'2.6 MI W FROM LOVELAND.
 MJ0708'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0708'LOVELAND, THENCE 2.2 MILES WEST ALONG A DIRT ROAD, THENCE 0.2
 MJ0708'MILE SOUTH ALONG A DIRT ROAD, AT A FARMHOUSE, 43.9 FEET SOUTH
 MJ0708'OF THE TRIANGULATION STATION THOMPSON, 72.7 FEET SOUTHEAST OF
 MJ0708'THE SOUTHEAST CORNER OF THE HOUSE, 36.0 FEET WEST OF THE CENTER
 MJ0708'LINE OF THE ROAD, 32.0 FEET SOUTH OF THE CENTER LINE OF THE
 MJ0708'PRIVATE DRIVE, SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 MJ0708'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0709 ***********************************************************************
 MJ0709  DESIGNATION -  THOMPSON RM 2
 MJ0709  PID         -  MJ0709
 MJ0709  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0709  USGS QUAD   -  LOVELAND (1994)
 MJ0709
 MJ0709                         *CURRENT SURVEY CONTROL
 MJ0709  ___________________________________________________________________
 MJ0709* NAD 83(1986)-  41 29 46.     (N)    095 56 14.     (W)     SCALED    
 MJ0709* NAVD 88     -       305.073  (meters)    1000.89   (feet)  ADJUSTED  
 MJ0709  ___________________________________________________________________
 MJ0709  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 MJ0709  DYNAMIC HT  -         304.931 (meters)    1000.43  (feet)  COMP
 MJ0709  MODELED GRAV-     980,152.3   (mgal)                       NAVD 88
 MJ0709
 MJ0709  VERT ORDER  -  SECOND    CLASS 0
 MJ0709
 MJ0709.The horizontal coordinates were scaled from a topographic map and have
 MJ0709.an estimated accuracy of +/- 6 seconds.
 MJ0709
 MJ0709.The orthometric height was determined by differential leveling
 MJ0709.and adjusted by the National Geodetic Survey in June 1991..
 MJ0709
 MJ0709.The geoid height was determined by GEOID03.
 MJ0709
 MJ0709.The dynamic height is computed by dividing the NAVD 88
 MJ0709.geopotential number by the normal gravity value computed on the
 MJ0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0709.degrees latitude (g = 980.6199 gals.).
 MJ0709
 MJ0709.The modeled gravity was interpolated from observed gravity values.
 MJ0709
 MJ0709;                    North         East    Units  Estimated Accuracy
 MJ0709;SPC IA S     -   168,990.      296,520.      MT  (+/- 180 meters Scaled)
 MJ0709
 MJ0709                          SUPERSEDED SURVEY CONTROL
 MJ0709
 MJ0709  NGVD 29 (??/??/92)  304.933  (m)         1000.43   (f) ADJ UNCH    2 0
 MJ0709
 MJ0709.Superseded values are not recommended for survey control.
 MJ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0709.See file dsdata.txt to determine how the superseded data were derived.
 MJ0709
 MJ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF548979(NAD 83)
 MJ0709_MARKER: DR = REFERENCE MARK DISK
 MJ0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0709_STAMPING: THOMPSON NO 2 1947
 MJ0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0709+STABILITY: SURFACE MOTION
 MJ0709
 MJ0709  HISTORY     - Date     Condition        Report By
 MJ0709  HISTORY     - 1947     MONUMENTED       CGS
 MJ0709  HISTORY     - 1948     GOOD             NGS
 MJ0709
 MJ0709                          STATION DESCRIPTION
 MJ0709
 MJ0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0709'2.6 MI W FROM LOVELAND.
 MJ0709'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0709'LOVELAND, THENCE 2.2 MILES WEST ALONG A DIRT ROAD, THENCE 0.2
 MJ0709'MILE SOUTH ALONG A DIRT ROAD, AT A FARMHOUSE, 85.6 FEET
 MJ0709'WEST-SOUTHWEST OF THE TRIANGULATION STATION THOMPSON, 61.0 FEET
 MJ0709'SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE, 1.0 FOOT SOUTH
 MJ0709'OF THE SOUTHEAST CORNER OF A GARAGE, SET IN THE TOP OF A CONCRETE
 MJ0709'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0719 ***********************************************************************
 NL0719  DESIGNATION -  THOR
 NL0719  PID         -  NL0719
 NL0719  STATE/COUNTY-  IA/HUMBOLDT
 NL0719  USGS QUAD   -  THOR (1979)
 NL0719
 NL0719                         *CURRENT SURVEY CONTROL
 NL0719  ___________________________________________________________________
 NL0719* NAD 83(1996)-  42 40 40.11836(N)    094 06 34.46764(W)     ADJUSTED  
 NL0719* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 NL0719  ___________________________________________________________________
 NL0719  LAPLACE CORR-           6.96  (seconds)                    DEFLEC99
 NL0719  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 NL0719
 NL0719  HORZ ORDER  -  FIRST
 NL0719
 NL0719.The horizontal coordinates were established by classical geodetic methods
 NL0719.and adjusted by the National Geodetic Survey in May 1999..
 NL0719
 NL0719.The orthometric height was scaled from a topographic map.
 NL0719
 NL0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0719
 NL0719.The geoid height was determined by GEOID03.
 NL0719
 NL0719;                    North         East     Units Scale Factor Converg.
 NL0719;SPC IA N     - 1,131,007.216 1,450,038.964   MT  0.99994538   -0 24 47.3
 NL0719;UTM  15      - 4,725,633.987   409,088.852   MT  0.99970168   -0 45 07.9
 NL0719
 NL0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0719!SPC IA N     -   0.99994976  x   0.99994538  =   0.99989514
 NL0719!UTM  15      -   0.99994976  x   0.99970168  =   0.99965145
 NL0719
 NL0719:                Primary Azimuth Mark                     Grid Az
 NL0719:SPC IA N     -  RENWICK MUNICIPAL TANK                   033 06 26.9
 NL0719:UTM  15      -  RENWICK MUNICIPAL TANK                   033 26 47.5
 NL0719
 NL0719|---------------------------------------------------------------------|
 NL0719| PID    Reference Object                     Distance      Geod. Az  |
 NL0719|                                                           dddmmss.s |
 NL0719| NK0749 RENWICK MUNICIPAL TANK              APPROX.19.9 KM 0324139.6 |
 NL0719| NK0742 GOLDFIELD MUNICIPAL TANK            APPROX.16.7 KM 0674216.5 |
 NL0719| NK0745 EAGLE GROVE IOWA POWER CO STK       APPROX.17.0 KM 0942008.8 |
 NL0719| NK0744 EAGLE GROVE MUNICIPAL SPIPE         APPROX.17.0 KM 0944338.8 |
 NL0719| CI7228 THOR RM 3                            47.976 METERS 10639     |
 NL0719| CI7226 THOR RM 1                            48.445 METERS 13231     |
 NL0719| CI7229 THOR RM 4                            27.008 METERS 20314     |
 NL0719| CI7225 THOR AZ MK                                         2074357.3 |
 NL0719| CI7227 THOR RM 2                            58.034 METERS 21334     |
 NL0719| NL0733 DAKOTA CITY WATER TANK              APPROX. 8.9 KM 3021658.4 |
 NL0719|---------------------------------------------------------------------|
 NL0719
 NL0719                          SUPERSEDED SURVEY CONTROL
 NL0719
 NL0719  NAD 83(1996)-  42 40 40.11777(N)    094 06 34.46681(W) AD(       ) 1
 NL0719  NAD 83(1986)-  42 40 40.11044(N)    094 06 34.45754(W) AD(       ) 1
 NL0719  NAD 27      -  42 40 40.21400(N)    094 06 33.61500(W) AD(       ) 1
 NL0719
 NL0719.Superseded values are not recommended for survey control.
 NL0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0719.See file dsdata.txt to determine how the superseded data were derived.
 NL0719
 NL0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH0908925634(NAD 83)
 NL0719_MARKER: DS = TRIANGULATION STATION DISK
 NL0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0719
 NL0719  HISTORY     - Date     Condition        Report By
 NL0719  HISTORY     - 1938     MONUMENTED       CGS
 NL0719  HISTORY     - 1962     GOOD             CGS
 NL0719  HISTORY     - 1970     GOOD             NGS
 NL0719
 NL0719                          STATION DESCRIPTION
 NL0719
 NL0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NL0719'STATION THOR IS ABOUT 6 MILES SE OF HUMBOLDT, 3 MILES WXS
 NL0719'OF THOR, AND 10 MILES W OF EAGLE GROVE IN THE SW 1/4 OF SEC.
 NL0719'24, T 91 N, R 28 W, ON LAND OWNED AND OCCUPIED BY MR. LEHMAN.
 NL0719'CONSENT OBTAINED.  STATION IS 21 FEET S OF A SHED, 47 FEET
 NL0719'E OF THE E RIGHT-OF-WAY FENCE, 65 FEET W OF FENCE AROUND
 NL0719'FARMHOUSE, 52 FEET NW OF THE NW CORNER OF A SMALL SHED.  THE MARK
 NL0719'IS FLUSH WITH THE GROUND.
 NL0719'
 NL0719'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NL0719'BRONZE DISKS SET IN CONCRETE.
 NL0719'
 NL0719'THE AZIMUTH MARK IS SSW OF THE STATION IN THE N RIGHT-OF-WAY
 NL0719'FENCE, 30 FEET N OF THE CENTER LINE OF ROAD, 0.1 MILE W OF
 NL0719'SECTION LINE INTERSECTION, AND PROJECTS 10 INCHES.
 NL0719'
 NL0719'REFERENCE MARK NO. 1 IS SE OF STATION IN AN E-W FENCE-LINE.
 NL0719'MARK PROJECTS 10 INCHES.  REFERENCE MARK NO. 2 IS SSW OF THE
 NL0719'STATION, 30 FEET W OF SECTION-LINE ROAD, AND PROJECTS 6 INCHES.
 NL0719'
 NL0719'STATION WAS REACHED FROM THE DEPOT IN HUMBOLDT BY GOING 5.4
 NL0719'MILES E ON IOWA ROUTE 10 TO A SIDE ROAD TO THE S, TURN S AND
 NL0719'DRIVE 3.5 MILES TO MR. LEHMANS FARM ON THE LEFT AND THE STATION.
 NL0719'
 NL0719'STATIONS RUTLAND, BODE, PASKIN AND EAGLE WITH 90-FOOT TOWERS AND
 NL0719'HUMBOTA WITH A 77-FOOT TOWER REQUIRES A 90-FOOT TOWER AT THIS
 NL0719'STATION, 90-FOOT TOWERS AT INDUSTRY AND CLARE CAN BE SEEN AT
 NL0719'75 FEET FROM THIS STATION, AND A 90-FOOT TOWER AT HARDY CAN
 NL0719'BE SEEN AT 50 FEET FROM THIS STATION.
 NL0719'
 NL0719'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NL0719
 NL0719                          STATION RECOVERY (1962)
 NL0719
 NL0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NL0719'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NL0719'FOUND IN GOOD CONDITION, EXCEPT REFERENCE MARK NO. 1 WAS IN THE
 NL0719'WAY OF FARMING OPERATIONS AND THE PRESENT OWNER, MR VERNON
 NL0719'KIRCHHOF, REQUESTED THAT IT BE MOVED.  A COMPLETE DESCRIPTION
 NL0719'FOLLOWS.
 NL0719'
 NL0719'STATION IS LOCATED ABOUT 10 MILES WEST OF EAGLE GROVE, 6 MILES
 NL0719'EAST-SOUTHEAST OF HUMBOLDT, AND 3 MILES WEST OF THE SMALL
 NL0719'VILLAGE OF THOR IN THE SW 1/4 OF SEC. 24, T. 91 N., R 28 W
 NL0719'ON LAND OWNED AND OCCUPIED BY VERNON KIRCHHOF, 116 FEET SOUTH
 NL0719'OF THE SOUTHWEST CORNER OF GARAGE, 114 FEET SOUTH-SOUTHWEST
 NL0719'OF POWER POLE WITH TRANSFORMER, 102 FEET WEST OF THE SOUTHEAST
 NL0719'CORNER OF VERNON KIRCHHOFS HOUSE, 77 FEET EAST OF THE CENTER OF
 NL0719'GRAVEL ROAD, 48 FEET EAST OF EAST RIGHT-OF-WAY FENCE, AND 16
 NL0719'FEET SOUTH OF A 12-INCH OAK TREE.  THE MARK IS FLUSH WITH THE
 NL0719'SURFACE OF THE GROUND AND THE DISK IS STAMPED THOR 1938.
 NL0719'
 NL0719'TO REACH THE STATION FROM THE DEPOT IN HUMBOLDT, GO EAST ON
 NL0719'IOWA ROUTE 10 FOR 5.4 MILES TO A SIDE ROAD SOUTH.  TURN
 NL0719'RIGHT AND GO SOUTH FOR 3.5 MILES TO MR. KIRCHHOFS FARM BUILDINGS
 NL0719'ON THE LEFT AND THE STATION AS DESCRIBED.
 NL0719'
 NL0719'REFERENCE MARK NO. 2 IS 27 FEET WEST OF THE CENTER OF GRAVEL
 NL0719'ROAD, 15 FEET NORTH OF A TELEPHONE POLE, AND 2 FEET EAST OF A
 NL0719'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NL0719'THOR NO 2 1938.
 NL0719'
 NL0719'REFERENCE MARK NO. 3 IS 46 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 NL0719'CORNER OF HOUSE, 7 FEET EAST OF A SMALL GATE, AND 1 FOOT
 NL0719'NORTH OF THE SOUTH YARD FENCE.  THE MARK PROJECTS 6 INCHES
 NL0719'AND THE DISK IS STAMPED THOR NO 3 1938.
 NL0719'
 NL0719'AZIMUTH MARK IS ABOUT 200 YARDS WEST OF SECTIONLINE INTERSECTION,
 NL0719'31 FEET NORTH OF THE CENTER OF GRADED ROAD, AND 1 FOOT SOUTH
 NL0719'OF FENCE.  THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED
 NL0719'THOR 1938.
 NL0719'
 NL0719'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.25
 NL0719'MILE TO CROSSROADS.  TURN RIGHT AND GO WEST 0.1 MILE TO THE
 NL0719'AZIMUTH MARK ON THE RIGHT.
 NL0719'
 NL0719'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0719
 NL0719                          STATION RECOVERY (1970)
 NL0719
 NL0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NL0719'THE STATION MARK, REFERENCE MARK NO. 3, AND THE AZIMUTH MARK
 NL0719'WERE RECOVERED AS DESCRIBED IN 1962 AND THE MARKS WERE FOUND
 NL0719'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND IN THE WAY
 NL0719'OF ROAD CONSTRUCTION AND TILTED SLIGHTLY AND WAS DESTROYED BY
 NL0719'THIS PARTY.  THE LINE OF SIGHT TO REFERENCE MARK NO. 3 WAS
 NL0719'OBSTRUCTED BY A BUSH SO THE DISTANCE AND DIRECTION TO THE MARK
 NL0719'WAS NOT CHECKED.  THE MARK IS STILL ADEQUATE WITH A SMALL
 NL0719'AMOUNT OF CLEARING.  THE DIRECTION TO THE AZIMUTH MARK WAS NOT
 NL0719'CHECK.  THE LINE OF SIGHT WAS OBSTRUCTED BY CORN.
 NL0719'
 NL0719'REFERENCE MARK NO. 4 WAS SET.
 NL0719'
 NL0719'FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK NO. 4 AND ADDITIONAL
 NL0719'NOTES.
 NL0719'
 NL0719'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED THOR 1938 NO. 4
 NL0719'1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 NL0719'WITH THE SURFACE OF THE GROUND.  IT IS 40 FEET EAST OF THE
 NL0719'CENTER OF A GRAVELED ROAD, 20.5 FEET SOUTH OF THE CENTER OF A
 NL0719'FIELD APPROACH, 3.5 FEET SOUTH OF A POWERLINE POLE, AND 1.5
 NL0719'FEET NORTH OF A METAL WITNESS POST.
 NL0719'
 NL0719'STATION IS 73 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD AND
 NL0719'48 FEET NORTH OF A YARD FENCE.
 NL0719'
 NL0719'REFERENCE MARK NO. 3 IS 3 FEET NORTH OF THE YARD FENCE.
 NL0719'
 NL0719'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 NL0719'
 NL0719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 NL0719'MILES ESE OF HUMBOLDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0988 ***********************************************************************
 OO0988  DESIGNATION -  THORSON
 OO0988  PID         -  OO0988
 OO0988  STATE/COUNTY-  IA/FLOYD
 OO0988  USGS QUAD   -  FLOYD (1971)
 OO0988
 OO0988                         *CURRENT SURVEY CONTROL
 OO0988  ___________________________________________________________________
 OO0988* NAD 83(1996)-  43 12 44.95323(N)    092 43 10.12356(W)     ADJUSTED  
 OO0988* NAVD 88     -       348.2    (meters)    1142.     (feet)  VERTCON   
 OO0988  ___________________________________________________________________
 OO0988  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 OO0988  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 OO0988
 OO0988  HORZ ORDER  -  SECOND
 OO0988
 OO0988.The horizontal coordinates were established by classical geodetic methods
 OO0988.and adjusted by the National Geodetic Survey in May 1999..
 OO0988
 OO0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0988
 OO0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0988
 OO0988.The geoid height was determined by GEOID03.
 OO0988
 OO0988;                    North         East     Units Scale Factor Converg.
 OO0988;SPC IA N     - 1,190,515.630 1,563,423.204   MT  0.99999055   +0 31 44.4
 OO0988;UTM  15      - 4,784,449.750   522,785.881   MT  0.99960639   +0 11 31.5
 OO0988
 OO0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0988!SPC IA N     -   0.99995019  x   0.99999055  =   0.99994074
 OO0988!UTM  15      -   0.99995019  x   0.99960639  =   0.99955660
 OO0988
 OO0988|---------------------------------------------------------------------|
 OO0988| PID    Reference Object                     Distance      Geod. Az  |
 OO0988|                                                           dddmmss.s |
 OO0988| CI7231 THORSON RM 1                         12.739 METERS 04152     |
 OO0988| CI7230 THORSON AZ MK                                      2715511.5 |
 OO0988| CI7232 THORSON RM 2                         14.891 METERS 31054     |
 OO0988| OO1004 OSAGE S MUN TANK                    APPROX.10.7 KM 3132802.4 |
 OO0988|---------------------------------------------------------------------|
 OO0988
 OO0988                          SUPERSEDED SURVEY CONTROL
 OO0988
 OO0988  NAD 83(1996)-  43 12 44.95325(N)    092 43 10.12355(W) AD(       ) 2
 OO0988  NAD 83(1986)-  43 12 44.94599(N)    092 43 10.12007(W) AD(       ) 2
 OO0988  NAD 27      -  43 12 45.06129(N)    092 43 09.45751(W) AD(       ) 2
 OO0988  NGVD 29 (07/19/86)  348.2    (m)         1142.     (f) VERT ANG       
 OO0988
 OO0988.Superseded values are not recommended for survey control.
 OO0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0988.See file dsdata.txt to determine how the superseded data were derived.
 OO0988
 OO0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2278684450(NAD 83)
 OO0988_MARKER: DS = TRIANGULATION STATION DISK
 OO0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0988_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0988
 OO0988  HISTORY     - Date     Condition        Report By
 OO0988  HISTORY     - 1971     MONUMENTED       NGS
 OO0988
 OO0988                          STATION DESCRIPTION
 OO0988
 OO0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0988'THE STATION IS LOCATED 7 MILES SOUTHEAST OF OSAGE, 5-1/2 MILES
 OO0988'NORTH-NORTHEAST OF FLOYD, ON THE NORTH EDGE OF SECTION 22, T
 OO0988'97 N, R 16 W, ON THE FLOYD-MITCHELL COUNTY LINE, AT A SMALL
 OO0988'GROVE OF TREES, ON PROPERTY OF SIG THORSON.
 OO0988'
 OO0988'TO REACH THE STATION FROM THE FLOYD POST OFFICE, GO EAST ON
 OO0988'FIRST AVENUE FOR 0.05 MILE TO ITS JUNCTION WITH U.S. HIGHWAY 218.
 OO0988'TURN LEFT AND GO NORTH ON HIGHWAY 218 FOR 1.0 MILE TO A RAILROAD
 OO0988'CROSSING.  CONTINUE NORTH ON HIGHWAY 218 FOR 5.0 MILES TO A
 OO0988'GRAVELED CROSSROAD AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE.
 OO0988'(THIS ROAD IS THE FLOYD-MITCHELL COUNTY LINE).  TURN RIGHT
 OO0988'AND GO EAST ON THE GRAVELED ROAD FOR 0.7 MILE TO A FIELD
 OO0988'ENTRANCE AND A GROVE OF TREES ON THE RIGHT.  TURN RIGHT,
 OO0988'SOUTH, THEN GO WEST ALONG THE FENCE FOR 75 FEET TO THE STATION
 OO0988'AS DESCRIBED.
 OO0988'
 OO0988'THE STATION MARKS ARE STANDARD DISKS STAMPED THORSON 1971.
 OO0988'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OO0988'CONCRETE MONUMENT WHICH IS 14 INCHES BELOW THE GROUND SURFACE.
 OO0988'IT IS 66 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 33.0
 OO0988'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, 32.0 FEET SOUTH OF
 OO0988'A WIRE FENCE, 17 FEET NORTH-NORTHWEST OF A MULTI-TRUNK BIRCH
 OO0988'TREE AND 9 FEET WEST OF A TRIANGULAR-BLAZED ELM TREE.  THE
 OO0988'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OO0988'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OO0988'
 OO0988'REFERENCE MARK 1, A STANDARD DISK STAMPED THORSON NO 1 1971, IS
 OO0988'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OO0988'IS FLUSH WITH THE GROUND SURFACE.  IT IS 88 FEET WEST OF THE
 OO0988'CENTER OF THE FIELD ENTRANCE, 36.0 FEET EAST OF THE WITNESS
 OO0988'POST, 35 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, AND 1.0
 OO0988'FOOT SOUTH OF THE WIRE FENCE.
 OO0988'
 OO0988'REFERENCE MARK 2, A STANDARD DISK STAMPED THORSON NO 2 1971,
 OO0988'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0988'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 55.5 FEET
 OO0988'NORTHWEST OF THE BLAZED ELM TREE, 35 FEET SOUTH OF THE CENTER
 OO0988'OF THE GRAVELED ROAD, 28.5 FEET WEST OF THE WITNESS POST, AND
 OO0988'0.8 FOOT SOUTH OF THE WIRE FENCE.
 OO0988'
 OO0988'THE AZIMUTH MARK, A STANDARD DISK STAMPED THORSON 1971, IS SET
 OO0988'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OO0988'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 60 FEET
 OO0988'EAST OF THE CENTERLINE OF HIGHWAY 218, 29 FEET NORTH OF THE CENTER
 OO0988'OF THE GRAVELED ROAD, 10.3 FEET EAST OF POWER LINE POLE
 OO0988'NUMBER 427 AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 OO0988'
 OO0988'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1423 ***********************************************************************
 LF1423  DESIGNATION -  THURMAN
 LF1423  PID         -  LF1423
 LF1423  STATE/COUNTY-  IA/FREMONT
 LF1423  USGS QUAD   -  MC PAUL (1984)
 LF1423
 LF1423                         *CURRENT SURVEY CONTROL
 LF1423  ___________________________________________________________________
 LF1423* NAD 83(1996)-  40 50 57.30437(N)    095 45 33.44356(W)     ADJUSTED  
 LF1423* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 LF1423  ___________________________________________________________________
 LF1423  LAPLACE CORR-          -8.94  (seconds)                    DEFLEC99
 LF1423  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 LF1423
 LF1423  HORZ ORDER  -  FIRST
 LF1423
 LF1423.The horizontal coordinates were established by classical geodetic methods
 LF1423.and adjusted by the National Geodetic Survey in May 1999..
 LF1423
 LF1423.The orthometric height was scaled from a topographic map.
 LF1423
 LF1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1423
 LF1423.The geoid height was determined by GEOID03.
 LF1423
 LF1423;                    North         East     Units Scale Factor Converg.
 LF1423;SPC IA S     -    96,781.840   309,509.487   MT  0.99996710   -1 29 17.5
 LF1423;SPC NE       -   121,560.658   857,362.497   MT  0.99972378   +2 48 37.1
 LF1423;UTM  15      - 4,525,687.649   267,398.426   MT  1.00026597   -1 48 20.1
 LF1423
 LF1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1423!SPC IA S     -   0.99994425  x   0.99996710  =   0.99991135
 LF1423!SPC NE       -   0.99994425  x   0.99972378  =   0.99966805
 LF1423!UTM  15      -   0.99994425  x   1.00026597  =   1.00021021
 LF1423
 LF1423|---------------------------------------------------------------------|
 LF1423| PID    Reference Object                     Distance      Geod. Az  |
 LF1423|                                                           dddmmss.s |
 LF1423| CL7726 THURMAN RM 1                         33.457 METERS 07542     |
 LF1423| LF1399 SIDNEY MUNICIPAL TANK               APPROX.14.4 KM 1414113.9 |
 LF1423| LF1427 UNION MUNICIPAL TANK                APPROX.14.3 KM 2525437.1 |
 LF1423| CL7725 THURMAN AZ MK                                      2562634.7 |
 LF1423| CL7727 THURMAN RM 2                         28.000 METERS 34649     |
 LF1423|---------------------------------------------------------------------|
 LF1423
 LF1423                          SUPERSEDED SURVEY CONTROL
 LF1423
 LF1423  NAD 83(1996)-  40 50 57.30438(N)    095 45 33.44356(W) AD(       ) 1
 LF1423  NAD 83(1986)-  40 50 57.31300(N)    095 45 33.43904(W) AD(       ) 1
 LF1423  NAD 27      -  40 50 57.31400(N)    095 45 32.43000(W) AD(       ) 1
 LF1423
 LF1423.Superseded values are not recommended for survey control.
 LF1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1423.See file dsdata.txt to determine how the superseded data were derived.
 LF1423
 LF1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6739825688(NAD 83)
 LF1423_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LF1423_SETTING: 0 = UNSPECIFIED SETTING
 LF1423
 LF1423  HISTORY     - Date     Condition        Report By
 LF1423  HISTORY     - 1934     MONUMENTED       MORC
 LF1423  HISTORY     - 1947     GOOD             CGS
 LF1423  HISTORY     - 1952     GOOD             CGS
 LF1423
 LF1423                          STATION DESCRIPTION
 LF1423
 LF1423'DESCRIBED BY MISSOURI RIVER COMMISSION 1934 (CIA)
 LF1423'STATION IS LOCATED IN NE 1/4 SW 1/4 OF SEC. 23, T. 70 N., R. 43 W.,
 LF1423'ABOUT 1.5 MILES WEST AND NORTH OF THURMAN POST OFFICE, ON A
 LF1423'PROMINENT RIDGE WHICH FORMS THE EAST BLUFF OF THE MISSOURI RIVER
 LF1423'VALLEY.
 LF1423'
 LF1423'REACHED FROM THURMAN POST OFFICE BY GOING WEST 0.25 MILE TO EAST
 LF1423'SIDE OF PARK, THENCE NORTH ON DIRT ROAD 0.8 MILE TO FORK IN
 LF1423'ROAD, THENCE ON LEFT FORK WEST AND NORTH 0.9 MILE TO LANE ON EAST
 LF1423'SIDE OF ROAD, GO EAST AND NORTH ON LANE 0.4 MILE TO A SMALL WHITE
 LF1423'HOUSE, CONTINUE NORTH PAST HOUSE 0.25 MILE TO BARN, THENCE NORTH
 LF1423'THROUGH CORRAL 0.25 MILE TO POINT WHERE GATE BARS PROGRESS,
 LF1423'THENCE WEST THROUGH GATE UP STEEP SLOPE TO TOP OF RIDGE, THENCE
 LF1423'NORTH 0.1 MILE TO HIGHEST GROUND AND STATION.  MARK IS AN
 LF1423'IRON PIPE WHICH PROTRUDES 6 INCHES ABOVE GROUND, IT HAS BEEN
 LF1423'FILLED WITH CONCRETE AND A STANDARD TABLET STAMPED THURMAN
 LF1423'1934 WAS INSERTED IN TOP IN PLACE OF MISSOURI RIVER COMMISSION
 LF1423'CAP WHICH WAS GONE.  A SMALL MOUND OF CONCRETE SURROUNDS THE
 LF1423'PIPE.  THERE IS NO UNDERGROUND MARK.
 LF1423'
 LF1423'THREE ADDITIONAL MARKS WERE ESTABLISHED-
 LF1423'
 LF1423'REFERENCE MARK NO. 1 IS 33.457 METERS (109.76 FEET)
 LF1423'EAST OF STATION, SET AT EDGE OF STEEP SLOPE TO NORTH AND SOUTH.
 LF1423'
 LF1423'REFERENCE MARK NO. 2 IS 28.000 METERS (91.86 FEET)
 LF1423'NORTH-NORTHWEST OF STATION, SET IN CLEAR AREA ABOUT 40 FEET SOUTH
 LF1423'OF SMALL GROVE OF TREES.
 LF1423'
 LF1423'AZIMUTH MARK IS ABOUT 0.6 MILE WEST OF STATION.
 LF1423'TO REACH FROM WHITE HOUSE (AT POINT TO TURN OFF MAIN ROAD AND
 LF1423'ENTER LANE LEADING TO STATION), GO NORTH ON MAIN ROAD 0.5 MILE
 LF1423'TO SIDE ROAD, THENCE WEST 0.2 MILE ON THIS ROAD TO FENCE CORNER
 LF1423'AND MARK WHICH IS SET IN FENCE LINE, 40 FEET SOUTH OF CENTERLINE
 LF1423'OF ROAD, 34 FEET SOUTH OF FENCE CORNER.
 LF1423'
 LF1423'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LF1423
 LF1423                          STATION RECOVERY (1947)
 LF1423
 LF1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1423'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION OF
 LF1423'THE TO REACH WHICH IS ALMOST ENTIRELY DIFFERENT.  ALL MARKS WERE
 LF1423'FOUND IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LF1423'
 LF1423'THE STATION IS LOCATED ABOUT 1.5 MILES WEST AND NORTH OF THURMAN
 LF1423'ON A PROMINENT RIDGE WHICH FORMS THE EAST BLUFFS OF THE MISSOURI
 LF1423'RIVER VALLEY.  THE MARK IS A STANDARD USC AND GS DISK CEMENTED IN
 LF1423'THE TOP OF A 4 INCH IRON PIPE.  THE MARK PROJECTS ABOUT 6 INCHES
 LF1423'AND THE DISK IS STAMPED THURMAN 1934.
 LF1423'
 LF1423'REFERENCE MARK NO. 1 IS 110.26 FEET (SLOPE MEASURMENT) EAST OF
 LF1423'THE STATION AND JUST SOUTH OF A TRACK ROAD.  THE MARK PROJECTS
 LF1423'ABOUT 4 INCHES AND THE DISK IS STAMPED THURMAN NO 1 1934.
 LF1423'
 LF1423'REFERENCE MARK NO. 2 IS 91.86 FEET NORTH-NORTHWEST OF THE STATION
 LF1423'AND ABOUT 10 FEET NORTH OF A TRACK ROAD.  THE MARK PROJECTS ABOUT
 LF1423'6 INCHES AND THE DISK IS STAMPED THURMAN NO 2 1934.
 LF1423'
 LF1423'THE AZIMUTH MARK IS ABOUT 0.6 MILE WEST OF THE STATION, 34 FEET
 LF1423'SOUTH OF A FENCE CORNER AND IN THE FENCELINE.  THE MARK PROJECTS
 LF1423'ABOUT 10 INCHES AND THE DISK IS STAMPED THURMAN AZI 1934.
 LF1423'
 LF1423'TO REACH THE STATION FROM THE POST OFFICE IN THURMAN GO WEST ON
 LF1423'THE MAIN STREET FOR 0.2 MILE TO CROSS STREET, TURN RIGHT AND GO
 LF1423'NORTH ON GRAVELED ROAD FOR 1.65 MILE TO A FARM ROAD RIGHT
 LF1423'JUST PAST A LONG WHITE CORN CRIB.  TURN RIGHT HERE AND GO EAST AND
 LF1423'NORTH ON FARM ROAD FOR 0.35 MILE TO A HOUSE ON LEFT, CONTINUE
 LF1423'AROUND HOUSE ON TRACK ROAD UP DRAW ON WEST SIDE OF DRAINAGE FOR
 LF1423'0.25 MILE TO A BARN ON LEFT AT WIRE GATE, GO THROUGH GATE AND
 LF1423'BEAR RIGHT FOR 0.1 MILE TO HOUSE ON LEFT.  TURN LEFT ON RIGHT
 LF1423'SIDE OF HOUSE AND GO NORTH ON FARM ROAD FOR 0.15 MILE TO WIRE
 LF1423'GATE BETWEEN TWO FIELDS, PASS THROUGH GATE AND CONTINUE
 LF1423'NORTH AND NORTHWEST THROUGH FIELD FOR 0.25 MILE TO WIRE GATE
 LF1423'AT TOP OF HILL ON LEFT.  TURN LEFT THROUGH GATE AND GO WEST
 LF1423'ABOUT 0.05 MILE TO STATION AS DESCRIBED.
 LF1423'
 LF1423'TO REACH AZIMUTH MARK FROM POINT WHERE DESCRIPTION LEAVES MAIN
 LF1423'ROAD GO NORTH FOR 0.6 MILE TO WIRE GATE ON LEFT, TURN LEFT
 LF1423'THROUGH GATE AND GO WEST ALONG NORTH SIDE OF FIELD FOR 0.2 MILE
 LF1423'TO FENCE CORNER AND MARK AS DESCRIBED.
 LF1423'
 LF1423'HEIGHT OF LIGHT ABOVE STATION- 1 METER.
 LF1423
 LF1423                          STATION RECOVERY (1952)
 LF1423
 LF1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 LF1423'STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE ALL
 LF1423'RECOVERED AND FOUND TO BE IN GOOD CONDTION, REFERENCE MARK NO. 1
 LF1423'HAS BEEN DESTROYED, THE DESCRIPTION TO REACH IS ADEQUATE.  A NEW
 LF1423'REFERENCE MARK WAS ESTABLISHED.
 LF1423'
 LF1423'REFERENCE MARK NO. 3 IS 20 FEET SOUTH OF THE BLAZED TRACK ROAD,
 LF1423'122.27 FEET EAST OF STATION (SLOPE DISTANCE) AND PROJECTS 8-INCHES
 LF1423'ABOVE GROUND, IT IS STAMPED THURMAN NO. 3 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0896 ***********************************************************************
 NJ0896  DESIGNATION -  TILL
 NJ0896  PID         -  NJ0896
 NJ0896  STATE/COUNTY-  IA/JACKSON
 NJ0896  USGS QUAD   -  ANDREW (1980)
 NJ0896
 NJ0896                         *CURRENT SURVEY CONTROL
 NJ0896  ___________________________________________________________________
 NJ0896* NAD 83(1996)-  42 12 35.86773(N)    090 30 54.25326(W)     ADJUSTED  
 NJ0896* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 NJ0896  ___________________________________________________________________
 NJ0896  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 NJ0896  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 NJ0896
 NJ0896  HORZ ORDER  -  FIRST
 NJ0896
 NJ0896.The horizontal coordinates were established by classical geodetic methods
 NJ0896.and adjusted by the National Geodetic Survey in May 1999..
 NJ0896
 NJ0896.The orthometric height was scaled from a topographic map.
 NJ0896
 NJ0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0896
 NJ0896.The geoid height was determined by GEOID03.
 NJ0896
 NJ0896;                    North         East     Units Scale Factor Converg.
 NJ0896;SPC IA N     - 1,083,211.020 1,746,432.194   MT  0.99997708   +2 01 22.9
 NJ0896;SPC IL W     -   615,461.712   671,231.250   MT  0.99995136   -0 14 02.7
 NJ0896;SPC IL W     - 2,019,227.30  2,202,197.86   sFT  0.99995136   -0 14 02.7
 NJ0896;UTM  15      - 4,676,078.105   705,124.420   MT  1.00011774   +1 40 12.3
 NJ0896
 NJ0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0896!SPC IA N     -   0.99996137  x   0.99997708  =   0.99993845
 NJ0896!SPC IL W     -   0.99996137  x   0.99995136  =   0.99991273
 NJ0896!UTM  15      -   0.99996137  x   1.00011774  =   1.00007911
 NJ0896
 NJ0896|---------------------------------------------------------------------|
 NJ0896| PID    Reference Object                     Distance      Geod. Az  |
 NJ0896|                                                           dddmmss.s |
 NJ0896| CJ1515 TILL RM 1                                          07354     |
 NJ0896| NJ0882 MILES WATER TANK                    APPROX.24.6 KM 1365022.8 |
 NJ0896| CJ1516 TILL RM 2                                          29239     |
 NJ0896|---------------------------------------------------------------------|
 NJ0896
 NJ0896                          SUPERSEDED SURVEY CONTROL
 NJ0896
 NJ0896  NAD 83(1986)-  42 12 35.87444(N)    090 30 54.25110(W) AD(       ) 1
 NJ0896  NAD 27      -  42 12 35.81000(N)    090 30 53.79000(W) AD(       ) 1
 NJ0896
 NJ0896.Superseded values are not recommended for survey control.
 NJ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0896.See file dsdata.txt to determine how the superseded data were derived.
 NJ0896
 NJ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG0512476078(NAD 83)
 NJ0896_MARKER: DS = TRIANGULATION STATION DISK
 NJ0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0896
 NJ0896  HISTORY     - Date     Condition        Report By
 NJ0896  HISTORY     - 1931     MONUMENTED       CGS
 NJ0896  HISTORY     - 1934     GOOD             IAGS
 NJ0896  HISTORY     - 1960     MARK NOT FOUND   USGS
 NJ0896  HISTORY     - 19941202 MARK NOT FOUND   USPSQD
 NJ0896  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0896
 NJ0896                          STATION DESCRIPTION
 NJ0896
 NJ0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 NJ0896'ABOUT 6 MILES SOUTHWEST OF BELLEVUE ON SOUTH SIDE OF GRAVELED
 NJ0896'STATE HIGHWAY 62 ON LAND OWNED AND OCCUPIED BY PETER J. TILL.
 NJ0896'
 NJ0896'TO REACH FROM BELLEVUE BY STATE HIGHWAY 62, GO SOUTHWEST 6.4
 NJ0896'MILES TO TILLS HOUSE, WHICH IS GRAY BRICK ON SOUTH SIDE OF ROAD,
 NJ0896'IN REAR OF A ROW OF EVERGREEN TREES.
 NJ0896'
 NJ0896'STATION IS IN THE EAST SIDE OF A SMALL PASTURE EAST OF TILLS
 NJ0896'HOUSE, 3.98 METERS WEST OF NORTH-AND-SOUTH FENCE LINE, 32 METERS
 NJ0896'NORTH OF THE SOUTHEAST CORNER OF PASTURE, 22.6 METERS SOUTH
 NJ0896'OF THE NORTH FENCE OF PASTURE, 83.8 METERS SOUTH OF CENTERLINE
 NJ0896'OF STATE HIGHWAY 62, 72.2 METERS SOUTH OF THE SOUTH FENCE ON
 NJ0896'HIGHWAY.  MARK IS 12 INCHES BELOW SURFACE, (REQUEST).
 NJ0896'
 NJ0896'REFERENCE MARK NO. 1 IS APPROXIMATELY 0.6 MILE NORTHEAST OF
 NJ0896'STATION, ON NORTH SIDE OF STATE HIGHWAY 62 AND ON THE WEST SIDE
 NJ0896'OF DRIVEWAY LEADING INTO MR. GEORGE FELDERMANS HOUSE, 6 METERS
 NJ0896'WEST OF CENTERLINE OF DRIVEWAY, AND 13 METERS NORTH OF CENTERLINE
 NJ0896'OF HIGHWAY.
 NJ0896'
 NJ0896'REFERENCE MARK NO. 2 IS 64.92 METERS NORTHWEST OF STATION,
 NJ0896'IN THE NORTHWEST CORNER OF A SMALL PASTURE, 3.4 METERS WEST
 NJ0896'OF WEST END OF WOODEN GATE, AND 27.4 METERS EAST OF MILK HOUSE.
 NJ0896'
 NJ0896'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 NJ0896
 NJ0896                          STATION RECOVERY (1934)
 NJ0896
 NJ0896'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 NJ0896'THE STATION WOULD HAVE BEEN EASIER TO FIND IF THERE HAD BEEN
 NJ0896'ANOTHER MEASUREMENT GIVING THE DISTANCE FROM AN OBJECT EITHER
 NJ0896'EAST OR WEST OF THE STATION.  THE REST OF THE TIES WERE ALL RIGHT.
 NJ0896
 NJ0896                          STATION RECOVERY (1960)
 NJ0896
 NJ0896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 NJ0896'STATION WAS NOT FOUND.
 NJ0896'
 NJ0896'REFERENCE POINTS AND MARKS HAVE BEEN DESTROYED, VAGUE DESCRIPTION.
 NJ0896
 NJ0896                          STATION RECOVERY (1994)
 NJ0896
 NJ0896'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0896'MARK NOT FOUND.
 NJ0896
 NJ0896                          STATION RECOVERY (2001)
 NJ0896
 NJ0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0896'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0400 ***********************************************************************
 MG0400  DESIGNATION -  TIPTON
 MG0400  PID         -  MG0400
 MG0400  STATE/COUNTY-  IA/CEDAR
 MG0400  USGS QUAD   -  TIPTON WEST (1965)
 MG0400
 MG0400                         *CURRENT SURVEY CONTROL
 MG0400  ___________________________________________________________________
 MG0400* NAD 83(1986)-  41 46 11.     (N)    091 07 48.     (W)     SCALED    
 MG0400* NAVD 88     -       248.577  (meters)     815.54   (feet)  ADJUSTED  
 MG0400  ___________________________________________________________________
 MG0400  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 MG0400  DYNAMIC HT  -         248.485 (meters)     815.24  (feet)  COMP
 MG0400  MODELED GRAV-     980,244.6   (mgal)                       NAVD 88
 MG0400
 MG0400  VERT ORDER  -  SECOND    CLASS 0
 MG0400
 MG0400.The horizontal coordinates were scaled from a topographic map and have
 MG0400.an estimated accuracy of +/- 6 seconds.
 MG0400
 MG0400.The orthometric height was determined by differential leveling
 MG0400.and adjusted by the National Geodetic Survey in June 1991..
 MG0400
 MG0400.The geoid height was determined by GEOID03.
 MG0400
 MG0400.The dynamic height is computed by dividing the NAVD 88
 MG0400.geopotential number by the normal gravity value computed on the
 MG0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0400.degrees latitude (g = 980.6199 gals.).
 MG0400
 MG0400.The modeled gravity was interpolated from observed gravity values.
 MG0400
 MG0400;                    North         East    Units  Estimated Accuracy
 MG0400;SPC IA S     -   199,220.      697,040.      MT  (+/- 180 meters Scaled)
 MG0400
 MG0400                          SUPERSEDED SURVEY CONTROL
 MG0400
 MG0400  NGVD 29 (??/??/92)  248.612  (m)          815.65   (f) ADJ UNCH    2 0
 MG0400
 MG0400.Superseded values are not recommended for survey control.
 MG0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0400.See file dsdata.txt to determine how the superseded data were derived.
 MG0400
 MG0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG554258(NAD 83)
 MG0400_MARKER: DB = BENCH MARK DISK
 MG0400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0400_SP_SET: FOOTING
 MG0400_STAMPING: TIPTON 1934
 MG0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0400
 MG0400  HISTORY     - Date     Condition        Report By
 MG0400  HISTORY     - 1934     MONUMENTED       CGS
 MG0400  HISTORY     - 1943     GOOD             NGS
 MG0400  HISTORY     - 19980729 GOOD             USPSQD
 MG0400
 MG0400                          STATION DESCRIPTION
 MG0400
 MG0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MG0400'AT TIPTON.
 MG0400'AT TIPTON, CEDAR COUNTY, AT THE CITY WATER TOWER, AND IN THE
 MG0400'CENTER OF THE NORTHEAST SIDE OF THE NORTHEAST CONCRETE FOOTING.
 MG0400'A STANDARD DISK, STAMPED TIPTON 1934.
 MG0400
 MG0400                          STATION RECOVERY (1998)
 MG0400
 MG0400'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0766 ***********************************************************************
 MG0766  DESIGNATION -  TIPTON BUILDING TOWER
 MG0766  PID         -  MG0766
 MG0766  STATE/COUNTY-  IA/CEDAR
 MG0766  USGS QUAD   -  TIPTON WEST (1965)
 MG0766
 MG0766                         *CURRENT SURVEY CONTROL
 MG0766  ___________________________________________________________________
 MG0766* NAD 83(1996)-  41 46 10.40815(N)    091 07 41.30098(W)     ADJUSTED  
 MG0766* NAVD 88     -                                                        
 MG0766  ___________________________________________________________________
 MG0766  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 MG0766  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 MG0766
 MG0766  HORZ ORDER  -  THIRD
 MG0766
 MG0766.The horizontal coordinates were established by classical geodetic methods
 MG0766.and adjusted by the National Geodetic Survey in May 1999..
 MG0766
 MG0766
 MG0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0766
 MG0766.The geoid height was determined by GEOID03.
 MG0766
 MG0766;                    North         East     Units Scale Factor Converg.
 MG0766;SPC IA S     -   199,201.671   697,192.966   MT  0.99999758   +1 33 44.4
 MG0766;UTM  15      - 4,625,884.301   655,584.287   MT  0.99989788   +1 14 49.8
 MG0766
 MG0766                          SUPERSEDED SURVEY CONTROL
 MG0766
 MG0766  NAD 83(1986)-  41 46 10.40751(N)    091 07 41.31081(W) AD(       ) 4
 MG0766  NAD 27      -  41 46 10.32000(N)    091 07 40.74000(W) AD(       ) 3
 MG0766
 MG0766.Superseded values are not recommended for survey control.
 MG0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0766.See file dsdata.txt to determine how the superseded data were derived.
 MG0766
 MG0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG5558425884(NAD 83)
 MG0766_MARKER: 55 = TOWER
 MG0766
 MG0766  HISTORY     - Date     Condition        Report By
 MG0766  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0766
 MG0766                          STATION DESCRIPTION
 MG0766
 MG0766'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0997 ***********************************************************************
 OP0997  DESIGNATION -  TITONKA
 OP0997  PID         -  OP0997
 OP0997  STATE/COUNTY-  IA/KOSSUTH
 OP0997  USGS QUAD   -  TITONKA (1972)
 OP0997
 OP0997                         *CURRENT SURVEY CONTROL
 OP0997  ___________________________________________________________________
 OP0997* NAD 83(1996)-  43 14 05.25904(N)    094 02 57.56552(W)     ADJUSTED  
 OP0997* NAVD 88     -       355.5    (meters)    1166.     (feet)  VERTCON   
 OP0997  ___________________________________________________________________
 OP0997  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 OP0997  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 OP0997
 OP0997  HORZ ORDER  -  FIRST
 OP0997
 OP0997.The horizontal coordinates were established by classical geodetic methods
 OP0997.and adjusted by the National Geodetic Survey in May 1999..
 OP0997
 OP0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0997
 OP0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0997
 OP0997.The geoid height was determined by GEOID03.
 OP0997
 OP0997;                    North         East     Units Scale Factor Converg.
 OP0997;SPC IA N     - 1,192,846.059 1,455,379.108   MT  0.99999433   -0 22 20.3
 OP0997;UTM  15      - 4,787,423.291   414,797.434   MT  0.99968930   -0 43 07.7
 OP0997
 OP0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0997!SPC IA N     -   0.99994878  x   0.99999433  =   0.99994311
 OP0997!UTM  15      -   0.99994878  x   0.99968930  =   0.99963810
 OP0997
 OP0997|---------------------------------------------------------------------|
 OP0997| PID    Reference Object                     Distance      Geod. Az  |
 OP0997|                                                           dddmmss.s |
 OP0997| CI7236 TITONKA RM 1                         18.741 METERS 00351     |
 OP0997| OP0996 TITONKA MUN TANK                    APPROX. 0.7 KM 0665359.6 |
 OP0997| CI7237 TITONKA RM 2                         27.049 METERS 07705     |
 OP0997| CI7235 TITONKA AZ MK                                      1793706.2 |
 OP0997|---------------------------------------------------------------------|
 OP0997
 OP0997                          SUPERSEDED SURVEY CONTROL
 OP0997
 OP0997  NAD 83(1996)-  43 14 05.25900(N)    094 02 57.56552(W) AD(       ) 1
 OP0997  NAD 83(1986)-  43 14 05.24999(N)    094 02 57.55831(W) AD(       ) 1
 OP0997  NAD 27      -  43 14 05.38584(N)    094 02 56.71889(W) AD(       ) 1
 OP0997  NGVD 29 (07/19/86)  355.5    (m)         1166.     (f) VERT ANG       
 OP0997
 OP0997.Superseded values are not recommended for survey control.
 OP0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0997.See file dsdata.txt to determine how the superseded data were derived.
 OP0997
 OP0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH1479787423(NAD 83)
 OP0997_MARKER: DS = TRIANGULATION STATION DISK
 OP0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0997_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0997
 OP0997  HISTORY     - Date     Condition        Report By
 OP0997  HISTORY     - 1971     MONUMENTED       NGS
 OP0997
 OP0997                          STATION DESCRIPTION
 OP0997
 OP0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0997'THE STATION IS LOCATED 0.35 MILE WEST-SOUTHWEST OF TITONKA,
 OP0997'ON PROPERTY OWNED BY MR. ROBERT BUDLONG WHO LIVES ABOUT 0.4
 OP0997'MILE SOUTHEAST OF THE STATION.  IT IS IN THE WEST SIDE OF
 OP0997'SECTION 9, T 97 N, R 27 W.
 OP0997'
 OP0997'TO REACH THE STATION FROM THE POST OFFICE IN TITONKA, GO
 OP0997'SOUTH ON A PAVED STREET FOR 0.1 MILE TO A CROSS STREET, TURN
 OP0997'RIGHT AND GO WEST ON STATE HIGHWAY 226 FOR 0.35 MILE TO A
 OP0997'SHARP CURVE IN THE ROAD AND THE STATION ON THE RIGHT.
 OP0997'
 OP0997'STATION MARKS ARE STANDARD DISKS STAMPED TITONKA 1971.  THE
 OP0997'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP0997'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 155 FEET
 OP0997'WEST OF THE CENTER OF STATE HIGHWAY 226, 73 FEET NORTH-NORTHEAST
 OP0997'OF A 36-INCH TREE AT THE NORTHEAST CORNER OF THE LAWN FOR
 OP0997'A 2-STORY HOUSE, 50 FEET NORTH OF A FIELD ENTRANCE ROAD, 26
 OP0997'FEET WEST OF THE CENTER OF A TRACK ROAD LEADING TO TWO QUONSET
 OP0997'HUTS AND 13.2 FEET SOUTHEAST OF A METAL WITNESS POST.  THE
 OP0997'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 OP0997'OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 OP0997'
 OP0997'REFERENCE MARK 1, A STANDARD DISK STAMPED TITONKA NO 1 1971, SET
 OP0997'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OP0997'IS FLUSH WITH THE GROUND SURFACE.  IT IS 48 FEET SOUTH-SOUTHWEST
 OP0997'OF THE SOUTHWEST CORNER OF THE WEST QUONSET HUT, 45 FEET
 OP0997'WEST OF THE CENTER OF THE TRACK ROAD AND 6 FEET EAST OF A
 OP0997'WIRE FENCE.
 OP0997'
 OP0997'REFERENCE MARK 2, A STANDARD DISK STAMPED TITONKA NO 2 1971,
 OP0997'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0997'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 92 FEET SOUTH
 OP0997'OF THE SOUTHWEST CORNER OF THE EAST QUONSET HUT, 77 FEET WEST
 OP0997'OF THE CENTER OF STATE HIGHWAY 226 AND 14 FEET SOUTHWEST OF
 OP0997'A TELEPHONE POLE.
 OP0997'
 OP0997'THE AZIMUTH MARK, A STANDARD DISK STAMPED TITONKA 1971, IS
 OP0997'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OP0997'THAT PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 47 FEET EAST
 OP0997'OF THE CENTER OF STATE HIGHWAY 226, 10 FEET NORTH OF THE
 OP0997'CENTER OF A TRACK ROAD AND 1.8 FEET WEST OF A METAL WITNESS POST.
 OP0997'
 OP0997'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 OP0997'HIGHWAY 226 FOR 0.5 MILE TO A CROSSROAD AND THE AZIMUTH ON
 OP0997'THE LEFT.
 OP0997'
 OP0997'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0996 ***********************************************************************
 OP0996  DESIGNATION -  TITONKA MUN TANK
 OP0996  PID         -  OP0996
 OP0996  STATE/COUNTY-  IA/KOSSUTH
 OP0996  USGS QUAD   -  TITONKA (1972)
 OP0996
 OP0996                         *CURRENT SURVEY CONTROL
 OP0996  ___________________________________________________________________
 OP0996* NAD 83(1996)-  43 14 14.79143(N)    094 02 26.99502(W)     ADJUSTED  
 OP0996* NAVD 88     -       384.     (meters)    1260.     (feet)  VERTCON   
 OP0996  ___________________________________________________________________
 OP0996  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 OP0996  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 OP0996
 OP0996  HORZ ORDER  -  THIRD
 OP0996
 OP0996.The horizontal coordinates were established by classical geodetic methods
 OP0996.and adjusted by the National Geodetic Survey in May 1999..
 OP0996
 OP0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0996
 OP0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0996
 OP0996.The geoid height was determined by GEOID03.
 OP0996
 OP0996;                    North         East     Units Scale Factor Converg.
 OP0996;SPC IA N     - 1,193,135.777 1,456,070.759   MT  0.99999479   -0 21 59.6
 OP0996;UTM  15      - 4,787,708.734   415,490.612   MT  0.99968785   -0 42 46.9
 OP0996
 OP0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0996!SPC IA N     -   0.99994431  x   0.99999479  =   0.99993910
 OP0996!UTM  15      -   0.99994431  x   0.99968785  =   0.99963218
 OP0996
 OP0996                          SUPERSEDED SURVEY CONTROL
 OP0996
 OP0996  NAD 83(1996)-  43 14 14.79139(N)    094 02 26.99501(W) AD(       ) 4
 OP0996  NAD 83(1986)-  43 14 14.78246(N)    094 02 26.98771(W) AD(       ) 4
 OP0996  NAD 27      -  43 14 14.91798(N)    094 02 26.15109(W) AD(       ) 3
 OP0996  NGVD 29 (07/19/86)  384.     (m)         1260.     (f) VERT ANG       
 OP0996
 OP0996.Superseded values are not recommended for survey control.
 OP0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0996.See file dsdata.txt to determine how the superseded data were derived.
 OP0996
 OP0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH1549187709(NAD 83)
 OP0996_MARKER: 53 = ELEVATED TANK
 OP0996
 OP0996  HISTORY     - Date     Condition        Report By
 OP0996  HISTORY     - 1971     FIRST OBSERVED   NGS
 OP0996
 OP0996                          STATION DESCRIPTION
 OP0996
 OP0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0996'THE TITONKA MUNICIPAL WATER TANK IS LOCATED IN THE EAST SECTION
 OP0996'OF TOWN, BEHIND THE FIRE HOUSE, IN SECTION 9, T 97 N, R 27 W.
 OP0996'
 OP0996'THE TANK IS 80 FEET HIGH, WITH 4 CHANNEL-LACED LEGS, PAINTED
 OP0996'SILVER WITH A RED CONICAL ROOF, WITH A BALL AT THE APEX,
 OP0996'AND THE LEGEND TITONKA ON THE EAST AND WEST SIDES.
 OP0996'
 OP0996'THE POINT INTERSECTED WAS THE BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0870 ***********************************************************************
 NL0870  CBN         -  This is a Cooperative Base Network Control Station.
 NL0870  DESIGNATION -  TJEBBEN
 NL0870  PID         -  NL0870
 NL0870  STATE/COUNTY-  IA/CALHOUN
 NL0870  USGS QUAD   -  MANSON (1979)
 NL0870
 NL0870                         *CURRENT SURVEY CONTROL
 NL0870  ___________________________________________________________________
 NL0870* NAD 83(1996)-  42 30 09.71223(N)    094 36 27.65927(W)     ADJUSTED  
 NL0870* NAVD 88     -       378.2    (meters)    1241.     (feet)  GPS OBS   
 NL0870  ___________________________________________________________________
 NL0870  X           -    -378,343.310 (meters)                     COMP
 NL0870  Y           -  -4,694,490.233 (meters)                     COMP
 NL0870  Z           -   4,287,171.645 (meters)                     COMP
 NL0870  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 NL0870  ELLIP HEIGHT-         349.26  (meters)          (06/15/04) GPS OBS
 NL0870  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 NL0870
 NL0870  HORZ ORDER  -  B
 NL0870  ELLP ORDER  -  FOURTH    CLASS I
 NL0870
 NL0870.The horizontal coordinates were established by GPS observations
 NL0870.and adjusted by the National Geodetic Survey in August 1997..
 NL0870
 NL0870.The orthometric height was determined by GPS observations and a
 NL0870.high-resolution geoid model.
 NL0870
 NL0870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0870
 NL0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0870
 NL0870.The ellipsoidal height was determined by GPS observations
 NL0870.and is referenced to NAD 83.
 NL0870
 NL0870.The geoid height was determined by GEOID03.
 NL0870
 NL0870;                    North         East     Units Scale Factor Converg.
 NL0870;SPC IA N     - 1,111,972.201 1,408,960.659   MT  0.99994949   -0 45 02.6
 NL0870;UTM  15      - 4,706,844.900   367,907.033   MT  0.99981468   -1 05 10.9
 NL0870
 NL0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0870!SPC IA N     -   0.99994523  x   0.99994949  =   0.99989472
 NL0870!UTM  15      -   0.99994523  x   0.99981468  =   0.99975992
 NL0870
 NL0870|---------------------------------------------------------------------|
 NL0870| PID    Reference Object                     Distance      Geod. Az  |
 NL0870|                                                           dddmmss.s |
 NL0870| CI7239 TJEBBEN RM 1                         29.313 METERS 03221     |
 NL0870| CI7238 TJEBBEN AZ MK                                      0432506.6 |
 NL0870| NL0872 TJEBBEN AZ MK INITIAL               APPROX. 4.9 KM 0710251.9 |
 NL0870| NL0817 ROCKWELL CITY WOMENS REF TANK       APPROX.12.2 KM 1781921.6 |
 NL0870| NL0823 ROCKWELL CITY MUNICIPAL TANK        APPROX.12.0 KM 1905226.0 |
 NL0870| NL0824 ROCKWELL CITY ST FRANCIS SCH        APPROX.12.1 KM 1924509.4 |
 NL0870| NL0848 LYTTON MUNICIPAL TANK               APPROX.22.5 KM 2465842.7 |
 NL0870| NL0821 JOLLEY FARMERS ELEV CO TOWER        APPROX. 9.7 KM 2534711.7 |
 NL0870| NL0873 POMEROY IMM LUTH CH SPIRE           APPROX. 8.4 KM 3074342.0 |
 NL0870| CI7240 TJEBBEN RM 2                         32.461 METERS 31815     |
 NL0870|---------------------------------------------------------------------|
 NL0870
 NL0870                          SUPERSEDED SURVEY CONTROL
 NL0870
 NL0870  ELLIP H (08/25/97)  349.29   (m)                       GP(       ) 4 1
 NL0870  NAD 83(1986)-  42 30 09.70454(N)    094 36 27.65776(W) AD(       ) 1
 NL0870  NAD 27      -  42 30 09.78100(N)    094 36 26.73500(W) AD(       ) 1
 NL0870
 NL0870.Superseded values are not recommended for survey control.
 NL0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0870.See file dsdata.txt to determine how the superseded data were derived.
 NL0870
 NL0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH6790706845(NAD 83)
 NL0870_MARKER: DS = TRIANGULATION STATION DISK
 NL0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0870_STAMPING: TJEBBEN 1934
 NL0870_MARK LOGO: CGS   
 NL0870_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0870+STABILITY: SURFACE MOTION
 NL0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0870+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 NL0870
 NL0870  HISTORY     - Date     Condition        Report By
 NL0870  HISTORY     - 1934     MONUMENTED       CGS
 NL0870  HISTORY     - 1964     GOOD             USGS
 NL0870  HISTORY     - 19960919 GOOD             IADT
 NL0870  HISTORY     - 20020308 GOOD             JCLS
 NL0870  HISTORY     - 20020315 GOOD             JCLS
 NL0870  HISTORY     - 20021010 GOOD             JCLS
 NL0870  HISTORY     - 20040329 GOOD             JCLS
 NL0870
 NL0870                          STATION DESCRIPTION
 NL0870
 NL0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0870'THIS STATION IS ABOUT 5 MILES SE OF POMEROY.  IN THE SE 1/4
 NL0870'SECTION 22, T 89 N, R 32 W, ON LAND OWNED BY MR. L.J. TJEBBEN.
 NL0870'THE MARK IS IN THE SE CORNER OF MR. TJEBBENS FARMYARD.  41
 NL0870'FEET N OF THE CENTER LINE OF AN E-W ROAD.  137 FEET ESE OF THE
 NL0870'SE CORNER OF MR. TJEBBENS HOUSE.  85 FEET S OF THE SE CORNER
 NL0870'OF A SHED.  AND IS SET FLUSH.  THIS MARK IS NOT ON THE HIGHEST
 NL0870'GROUND IN THE VICINITY.
 NL0870'
 NL0870'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0870'BRONZE DISKS SET IN CONCRETE.
 NL0870'
 NL0870'REFERENCE MARK NO. 1 IS NNE OF THE STATION.  IN THE W FENCE
 NL0870'OF A GARDEN LOT.  122.45 FEET E OF REFERENCE MARK NO. 2, AND
 NL0870'PROJECTS 2 INCHES.
 NL0870'
 NL0870'REFERENCE MARK NO. 2 IS NW OF THE STATION, 57 FEET ENE OF THE
 NL0870'NE CORNER OF THE HOUSE AND PROJECTS 2 INCHES.
 NL0870'
 NL0870'AZIMUTH MARK IS NE OF THE STATION.  1/2 FOOT W OF THE E
 NL0870'RIGHT-OF-WAY FENCE OF A N-S ROAD.  0.4 MILE N OF A CROSSROADS.
 NL0870'40 YARDS SW OF A LARGE SQUARE FARMHOUSE AND PROJECTS 2 INCHES.
 NL0870'
 NL0870'TO REACH FROM POMEROY, FOLLOW STATE HIGHWAY 17 E, THEN S 4
 NL0870'MILES, TURN E AT CROSSROADS, AND GO 2.6 MILES TO MR. TJEBBENS
 NL0870'FARM AND THE STATION.
 NL0870'
 NL0870'LIGHTS ABOVE ARNDT 100 FEET, AND 86 FEET ABOVE MURPHY COME
 NL0870'INTO VIEW 64 FEET ABOVE THIS STATION.
 NL0870'
 NL0870'LIGHTS 100 FEET ABOVE PALMER, 87 FEET ABOVE ROCKWELL CITY AND
 NL0870'FONDA, AND 74 FEET ABOVE POMEROY COME INTO VIEW 50 FEET ABOVE
 NL0870'THIS STATION.
 NL0870'
 NL0870'TJEBBEN AZIMUTH INITIAL IS ENE OF THE STATION, IN THE SW
 NL0870'CORNER OF THE YARD OF PROPERTY OWNED BY JOE TIERMAN.  IT IS
 NL0870'107 FEET SW OF THE SW CORNER OF MR. TIERMANS HOUSE, 43 FEET
 NL0870'N OF THE CENTER LINE OF IOWA ROUTE 5, 13-1/2 FEET N OF THE
 NL0870'FENCE LINE AND 6 INCHES E OF FENCE LINE.  MARK PROJECTS 6 INCHES.
 NL0870'
 NL0870'TO REACH FROM TJEBBEN, GO E 0.4 MILE TO CROSSROADS.  THENCE
 NL0870'N 1 MILE TO IOWA ROUTE 5.  THENCE E 2.5 MILES TO MR. TIERMANS
 NL0870'DWELLING.  TJEBBEN AZIMUTH INITIAL IS APPROXIMATELY 3.2 MILES
 NL0870'FROM STATION.  A 6-FOOT STAND IS REQUIRED.
 NL0870
 NL0870                          STATION RECOVERY (1964)
 NL0870
 NL0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NL0870'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NL0870
 NL0870                          STATION RECOVERY (1996)
 NL0870
 NL0870'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 NL0870'RECOVERED IN GOOD CONDITION IN 1996 BY IOWA DEPARTMENT OF
 NL0870'TRANSPORTATION.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 NL0870'HIGHWAY 7 AND COUNTY ROAD N65 AT THE SOUTHEAST EDGE OF THE TOWN OF
 NL0870'MANSON, GO WEST ON STATE HIGHWAY 7 FOR 3.0 MI (4.8 KM) TO A CROSSROAD,
 NL0870'TURN RIGHT AND GO SOUTH FOR 1.0 MI (1.6 KM) TO A CROSSROAD, TURN RIGHT
 NL0870'AND GO WEST FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT.  LOCATED
 NL0870'IN THE SOUTHEAST QUARTER OF SECTION 22, T 89 N, R 32 W.  A PINK STATE
 NL0870'HARN SURVEY SIGN WAS SET 0.6 M (2.0 FT) EAST OF THE MONUMENT.
 NL0870
 NL0870                          STATION RECOVERY (2002)
 NL0870
 NL0870'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 NL0870'DESCRIPTION IS ADEQUATE
 NL0870
 NL0870                          STATION RECOVERY (2002)
 NL0870
 NL0870'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 NL0870'RECOVERED IN GOOD CONDITION.
 NL0870
 NL0870                          STATION RECOVERY (2002)
 NL0870
 NL0870'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 NL0870'RECOVERED IN GOOD CONDITION.
 NL0870
 NL0870                          STATION RECOVERY (2004)
 NL0870
 NL0870'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NL0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0563 ***********************************************************************
 MH0563  DESIGNATION -  TOLEDO
 MH0563  PID         -  MH0563
 MH0563  STATE/COUNTY-  IA/TAMA
 MH0563  USGS QUAD   -  TAMA (1980)
 MH0563
 MH0563                         *CURRENT SURVEY CONTROL
 MH0563  ___________________________________________________________________
 MH0563* NAD 83(1996)-  41 58 17.62733(N)    092 33 15.93447(W)     ADJUSTED  
 MH0563* NAVD 88     -       287.4    (meters)     943.     (feet)  VERTCON   
 MH0563  ___________________________________________________________________
 MH0563  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 MH0563  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 MH0563
 MH0563  HORZ ORDER  -  SECOND
 MH0563
 MH0563.The horizontal coordinates were established by classical geodetic methods
 MH0563.and adjusted by the National Geodetic Survey in May 1999..
 MH0563
 MH0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0563
 MH0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0563
 MH0563.The geoid height was determined by GEOID03.
 MH0563
 MH0563;                    North         East     Units Scale Factor Converg.
 MH0563;SPC IA N     - 1,052,818.127 1,578,376.202   MT  1.00001862   +0 38 27.1
 MH0563;UTM  15      - 4,646,714.923   536,917.824   MT  0.99961677   +0 17 52.7
 MH0563
 MH0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0563!SPC IA N     -   0.99995990  x   1.00001862  =   0.99997852
 MH0563!UTM  15      -   0.99995990  x   0.99961677  =   0.99957668
 MH0563
 MH0563|---------------------------------------------------------------------|
 MH0563| PID    Reference Object                     Distance      Geod. Az  |
 MH0563|                                                           dddmmss.s |
 MH0563| CL9987 TOLEDO RM 1                          12.433 METERS 00107     |
 MH0563| CL9988 TOLEDO RM 2                          12.293 METERS 08150     |
 MH0563| MH0565 TAMA MUN WATER TANK                 APPROX. 1.0 KM 2663959.1 |
 MH0563|---------------------------------------------------------------------|
 MH0563
 MH0563                          SUPERSEDED SURVEY CONTROL
 MH0563
 MH0563  NAD 83(1986)-  41 58 17.63196(N)    092 33 15.93601(W) AD(       ) 2
 MH0563  NAD 27      -  41 58 17.66232(N)    092 33 15.24630(W) AD(       ) 2
 MH0563  NGVD 29 (07/19/86)  287.4    (m)          943.     (f) VERT ANG       
 MH0563
 MH0563.Superseded values are not recommended for survey control.
 MH0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0563.See file dsdata.txt to determine how the superseded data were derived.
 MH0563
 MH0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3691846715(NAD 83)
 MH0563_MARKER: DD = SURVEY DISK
 MH0563_SETTING: 0 = UNSPECIFIED SETTING
 MH0563
 MH0563  HISTORY     - Date     Condition        Report By
 MH0563  HISTORY     - 1970     MONUMENTED       USGS
 MH0563
 MH0563                          STATION DESCRIPTION
 MH0563
 MH0563'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 MH0563'THE STATION IS ABOUT 2.5 MI SW. OF TOLEDO, IOWA, ABOUT 0.5 MI
 MH0563'N. AND ABOUT 0.15 MI W. OF THE COR. OF SECS. 25, 26, 35 AND 36,
 MH0563'T. 83 N., R. 15 W., IN HOG PASTURE OWNED BY MR. BARKS.
 MH0563'
 MH0563'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 63 AND
 MH0563'U.S. HWY. 30, NEAR THE S. EDGE OF TOLEDO, GO SE. ON U.S. HWY. 30
 MH0563'FOR 2.4 MI TO A CROSSROADS, TURN LEFT AND GO N. FOR 0.5 MI TO
 MH0563'FARMHOUSE ON LEFT (W.), TURN LEFT AND GO W. 0.1 MI TO WOODEN FENCE
 MH0563'PAINTED WHITE.  WALK ABOUT 300 FT W. AND STATION IN HOG
 MH0563'PASTURE.  PERMISSION SHOULD BE OBTAINED BEFORE VISITING STATION.
 MH0563'
 MH0563'STATION MARK, STAMPED ET TOLEDO 1970 IS 44.3 FT S. AND 0.5 FT
 MH0563'W. OF THE SW. COR. OF THE MOST NORTHERLY OF THREE HOG HOUSES.  0.5
 MH0563'FT N. AND 44.5 FT W. OF THE SW. COR. OF CENTRALLY LOCATED HOG
 MH0563'HOUSE.
 MH0563'
 MH0563'REFERENCE MARK NO. 1, STAMPED TOLEDO NO 1 1970 IS N. OF THE
 MH0563'STATION, 4 FT S. AND 3 FT E. OF THE SW. COR. OF THE MOST
 MH0563'NORTHERLY OF THREE HOG HOUSES.
 MH0563'
 MH0563'REFERENCE MARK NO. 2, STAMPED TOLEDO NO 2 1970 IS E. OF THE
 MH0563'STATION, 8 FT N. AND 5 FT W. OF THE SW. COR. OF THE MOST CENTRALLY
 MH0563'LOCATED HOG HOUSE OF THREE.
 MH0563'
 MH0563'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 MH0563'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 MH0563'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE SET FLUSH WITH THE
 MH0563'GROUND.
 MH0563'
 MH0563'NO AZIMUTH MARK WAS SET.
 MH0563'
 MH0563'REFERENCE AZIMUTH USED - TAMA M.W.T. 1966 POINT OBSERVED IS THE
 MH0563'TOP CENTER OF THE TAMA M.W.T.  TANK IS A HORTON WATERSPHEROID
 MH0563'PAINTED SILVER WITH A RED TOP, T. 83 N., R. 15 W., NEAR THE CENTER
 MH0563'OF THE W. HALF OF SEC. 26.
 MH0563'
 MH0563'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0635 ***********************************************************************
 NK0635  DESIGNATION -  TON
 NK0635  PID         -  NK0635
 NK0635  STATE/COUNTY-  IA/BUTLER
 NK0635  USGS QUAD   -  NASHUA NW (1971)
 NK0635
 NK0635                         *CURRENT SURVEY CONTROL
 NK0635  ___________________________________________________________________
 NK0635* NAD 83(1996)-  42 52 34.80440(N)    092 43 42.01972(W)     ADJUSTED  
 NK0635* NAVD 88     -       310.7    (meters)    1019.     (feet)  VERTCON   
 NK0635  ___________________________________________________________________
 NK0635  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 NK0635  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 NK0635
 NK0635  HORZ ORDER  -  SECOND
 NK0635
 NK0635.The horizontal coordinates were established by classical geodetic methods
 NK0635.and adjusted by the National Geodetic Survey in May 1999..
 NK0635
 NK0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0635
 NK0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0635
 NK0635.The geoid height was determined by GEOID03.
 NK0635
 NK0635;                    North         East     Units Scale Factor Converg.
 NK0635;SPC IA N     - 1,153,167.370 1,563,044.139   MT  0.99995198   +0 31 22.8
 NK0635;UTM  15      - 4,747,117.897   522,187.017   MT  0.99960606   +0 11 05.4
 NK0635
 NK0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0635!SPC IA N     -   0.99995621  x   0.99995198  =   0.99990819
 NK0635!UTM  15      -   0.99995621  x   0.99960606  =   0.99956229
 NK0635
 NK0635|---------------------------------------------------------------------|
 NK0635| PID    Reference Object                     Distance      Geod. Az  |
 NK0635|                                                           dddmmss.s |
 NK0635| CI7242 TON RM 1                             18.992 METERS 00019     |
 NK0635| NK0667 PACKARD HYGRADE PACKING MAST        APPROX. 5.7 KM 2090059.3 |
 NK0635| CI7243 TON RM 2                              7.265 METERS 27122     |
 NK0635| CI7241 TON AZ MK                                          3343818.0 |
 NK0635|---------------------------------------------------------------------|
 NK0635
 NK0635                          SUPERSEDED SURVEY CONTROL
 NK0635
 NK0635  NAD 83(1996)-  42 52 34.80442(N)    092 43 42.01969(W) AD(       ) 2
 NK0635  NAD 83(1986)-  42 52 34.79869(N)    092 43 42.01376(W) AD(       ) 2
 NK0635  NAD 27      -  42 52 34.89725(N)    092 43 41.31173(W) AD(       ) 2
 NK0635  NGVD 29 (07/19/86)  310.7    (m)         1019.     (f) VERT ANG       
 NK0635
 NK0635.Superseded values are not recommended for survey control.
 NK0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0635.See file dsdata.txt to determine how the superseded data were derived.
 NK0635
 NK0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2218747118(NAD 83)
 NK0635_MARKER: DS = TRIANGULATION STATION DISK
 NK0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0635_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0635
 NK0635  HISTORY     - Date     Condition        Report By
 NK0635  HISTORY     - 1971     MONUMENTED       NGS
 NK0635
 NK0635                          STATION DESCRIPTION
 NK0635
 NK0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NK0635'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF
 NK0635'CLARKSVILLE, 4.5 MILES EAST-SOUTHEAST OF GREENE, 2 MILES NORTH
 NK0635'OF PACKARD IN THE NW 1/4 OF SEC. 15, R. 15 W., T. 93 N. AND ON
 NK0635'ROAD RIGHT-OF-WAY.
 NK0635'
 NK0635'TO REACH THE STATION FROM THE POST OFFICE IN GREENE, GO NORTH
 NK0635'ON A PAVED STREET FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT
 NK0635'AND GO EAST ON TRAER STREET FOR 0.1 MILE TO A CROSSROAD.
 NK0635'TURN RIGHT AND GO SOUTHEAST ON SECOND STREET FOR 0.45 MILE TO A
 NK0635'Y-FORK.  TAKE THE LEFT FORK AND GO EAST ON COUNTY ROAD C 13 FOR
 NK0635'3.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON COUNTY
 NK0635'ROAD T 47 FOR 0.65 MILE TO A FRAME HOUSE ON THE RIGHT AND THE
 NK0635'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON COUNTY ROAD T 47
 NK0635'FOR 0.35 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST, UPHILL,
 NK0635'FOR 0.25 MILE TO A FIELD ENTRANCE AND THE STATION ON THE
 NK0635'RIGHT.
 NK0635'
 NK0635'STATION MARKS ARE STANDARD DISKS STAMPED TON 1971.  THE SURFACE
 NK0635'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NK0635'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 64 FEET SOUTH
 NK0635'OF A METAL WITNESS POST, 31 FEET SOUTH OF THE CENTER OF A GRAVELED
 NK0635'ROAD AND 13 FEET EAST OF THE CENTER OF A FIELD ENTRANCE.  THE
 NK0635'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NK0635'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NK0635'
 NK0635'REFERENCE MARK 1, A STANDARD DISK STAMPED TON NO 1 1971, IS SET
 NK0635'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 NK0635'FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET NORTH OF THE CENTER
 NK0635'OF THE GRAVELED ROAD, 2.9 FEET WEST OF A METAL WITNESS POST
 NK0635'AND 1.9 FEET SOUTH OF A WIRE FENCE.
 NK0635'
 NK0635'REFERENCE MARK 2, A STANDARD DISK STAMPED TON NO 2 1971, IS SET
 NK0635'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 NK0635'FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET SOUTH OF THE CENTER
 NK0635'OF THE GRAVELED ROAD AND 11 FEET WEST OF THE CENTER OF THE FIELD
 NK0635'ENTRANCE.
 NK0635'
 NK0635'THE AZIMUTH MARK, A STANDARD DISK STAMPED TON 1971, IS SET IN
 NK0635'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 NK0635'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 59 FEET EAST OF THE
 NK0635'CENTER OF COUNTY ROAD T 47, 2 FEET SOUTH OF POWER POLE NUMBER
 NK0635'1494 C 9 AND 1 FOOT WEST OF A WIRE FENCE.
 NK0635'
 NK0635'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0081 ***********************************************************************
 MJ0081  DESIGNATION -  TOWER
 MJ0081  PID         -  MJ0081
 MJ0081  STATE/COUNTY-  IA/MADISON
 MJ0081  USGS QUAD   -  EARLHAM WEST (1983)
 MJ0081
 MJ0081                         *CURRENT SURVEY CONTROL
 MJ0081  ___________________________________________________________________
 MJ0081* NAD 83(1986)-  41 29 48.     (N)    094 10 08.     (W)     SCALED    
 MJ0081* NAVD 88     -       344.401  (meters)    1129.92   (feet)  ADJUSTED  
 MJ0081  ___________________________________________________________________
 MJ0081  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 MJ0081  DYNAMIC HT  -         344.249 (meters)    1129.42  (feet)  COMP
 MJ0081  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 MJ0081
 MJ0081  VERT ORDER  -  FIRST     CLASS II
 MJ0081
 MJ0081.The horizontal coordinates were scaled from a topographic map and have
 MJ0081.an estimated accuracy of +/- 6 seconds.
 MJ0081
 MJ0081.The orthometric height was determined by differential leveling
 MJ0081.and adjusted by the National Geodetic Survey in June 1991..
 MJ0081
 MJ0081.The geoid height was determined by GEOID03.
 MJ0081
 MJ0081.The dynamic height is computed by dividing the NAVD 88
 MJ0081.geopotential number by the normal gravity value computed on the
 MJ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0081.degrees latitude (g = 980.6199 gals.).
 MJ0081
 MJ0081.The modeled gravity was interpolated from observed gravity values.
 MJ0081
 MJ0081;                    North         East    Units  Estimated Accuracy
 MJ0081;SPC IA S     -   166,420.      444,150.      MT  (+/- 180 meters Scaled)
 MJ0081
 MJ0081                          SUPERSEDED SURVEY CONTROL
 MJ0081
 MJ0081  NGVD 29 (??/??/92)  344.337  (m)         1129.71   (f) ADJ UNCH    1 2
 MJ0081
 MJ0081.Superseded values are not recommended for survey control.
 MJ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0081.See file dsdata.txt to determine how the superseded data were derived.
 MJ0081
 MJ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF024945(NAD 83)
 MJ0081_MARKER: DB = BENCH MARK DISK
 MJ0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0081_SP_SET: CONCRETE BASE
 MJ0081_STAMPING: TOWER 1950
 MJ0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0081
 MJ0081  HISTORY     - Date     Condition        Report By
 MJ0081  HISTORY     - 1950     MONUMENTED       CGS
 MJ0081
 MJ0081                          STATION DESCRIPTION
 MJ0081
 MJ0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0081'2.2 MI W FROM EARLHAM.
 MJ0081'2.2 MILES WEST ALONG COUNTY ROAD P FROM THE SCHOOL AT EARLHAM,
 MJ0081'AT A TELEVISION RELAY STATION, 126 FEET NORTH OF THE CENTER
 MJ0081'LINE OF THE ROAD, 14 FEET NORTHWEST OF THE STATION BUILDING,
 MJ0081'SET IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE
 MJ0081'OF THE SOUTHWEST LEG OF THE TOWER, 1.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0507 ***********************************************************************
 LE0507  DESIGNATION -  TOWNSHIP CORNER MK NEAR SMALL
 LE0507  PID         -  LE0507
 LE0507  STATE/COUNTY-  IA/DAVIS
 LE0507  USGS QUAD   -  LANCASTER (1979)
 LE0507
 LE0507                         *CURRENT SURVEY CONTROL
 LE0507  ___________________________________________________________________
 LE0507* NAD 83(1996)-  40 35 37.77759(N)    092 31 25.04853(W)     ADJUSTED  
 LE0507* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 LE0507  ___________________________________________________________________
 LE0507  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LE0507  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LE0507
 LE0507  HORZ ORDER  -  SECOND
 LE0507
 LE0507.The horizontal coordinates were established by classical geodetic methods
 LE0507.and adjusted by the National Geodetic Survey in May 1999..
 LE0507
 LE0507.The orthometric height was scaled from a topographic map.
 LE0507
 LE0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0507
 LE0507.The geoid height was determined by GEOID03.
 LE0507
 LE0507;                    North         East     Units Scale Factor Converg.
 LE0507;SPC IA S     -    66,407.656   582,648.343   MT  1.00000411   +0 38 35.3
 LE0507;SPC MO C     -   528,383.077   498,000.322   MT  0.99993338   -0 00 55.3
 LE0507;UTM  15      - 4,493,778.649   540,308.906   MT  0.99962000   +0 18 35.9
 LE0507
 LE0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0507!SPC IA S     -   0.99996213  x   1.00000411  =   0.99996624
 LE0507!SPC MO C     -   0.99996213  x   0.99993338  =   0.99989551
 LE0507!UTM  15      -   0.99996213  x   0.99962000  =   0.99958215
 LE0507
 LE0507                          SUPERSEDED SURVEY CONTROL
 LE0507
 LE0507  NAD 83(1986)-  40 35 37.78487(N)    092 31 25.06145(W) AD(       ) 2
 LE0507  NAD 27      -  40 35 37.67900(N)    092 31 24.39300(W) AD(       ) 2
 LE0507
 LE0507.Superseded values are not recommended for survey control.
 LE0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0507.See file dsdata.txt to determine how the superseded data were derived.
 LE0507
 LE0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE4030993779(NAD 83)
 LE0507_MARKER: V = STONE MONUMENT
 LE0507_SETTING: 0 = UNSPECIFIED SETTING
 LE0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0507
 LE0507  HISTORY     - Date     Condition        Report By
 LE0507  HISTORY     - 1934     MONUMENTED       CGS
 LE0507
 LE0507                          STATION DESCRIPTION
 LE0507
 LE0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LE0507'STATION SMALL IS ABOUT 12 MILES SW OF BLOOMFIELD, IOWA, ABOUT 5 MILES
 LE0507'N OF LANCASTER, MISSOURI, AT THE SW CORNER OF SEC. 18, T 67
 LE0507'N, R 14 W, ON PROPERTY OF THE SMALL ESTATE, ABOUT 375 FEET W OF
 LE0507'CENTER LINE OF U.S. HIGHWAY 63, 32.9 FEET N OF THE CENTER OF THE
 LE0507'TOWNSHIP CORNER MONUMENT AT THE CENTER OF THE E-W STATE LINE
 LE0507'ROAD, (THE MONUMENT IS ABOUT 5 INCHES BELOW THE ROAD SURFACE).
 LE0507'
 LE0507'THE TOWNSHIP CORNER MONUMENT IS AN APPROXIMATELY SQUARE STONE POST
 LE0507'(ABOUT 10- BY 12-INCHES) FROM WHICH ONE CORNER HAS BEEN BROKEN.
 LE0507'IT IS 16 FEET S OF THE FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1304 ***********************************************************************
 LF1304  DESIGNATION -  TRACEY
 LF1304  PID         -  LF1304
 LF1304  STATE/COUNTY-  IA/ADAMS
 LF1304  USGS QUAD   -  CORNING SOUTH (1980)
 LF1304
 LF1304                         *CURRENT SURVEY CONTROL
 LF1304  ___________________________________________________________________
 LF1304* NAD 83(1996)-  40 55 54.98505(N)    094 44 24.78089(W)     ADJUSTED  
 LF1304* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 LF1304  ___________________________________________________________________
 LF1304  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 LF1304  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LF1304
 LF1304  HORZ ORDER  -  FIRST
 LF1304
 LF1304.The horizontal coordinates were established by classical geodetic methods
 LF1304.and adjusted by the National Geodetic Survey in May 1999..
 LF1304
 LF1304.The orthometric height was scaled from a topographic map.
 LF1304
 LF1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1304
 LF1304.The geoid height was determined by GEOID03.
 LF1304
 LF1304;                    North         East     Units Scale Factor Converg.
 LF1304;SPC IA S     -   104,234.850   395,554.646   MT  0.99995933   -0 49 01.0
 LF1304;UTM  15      - 4,532,659.756   353,491.415   MT  0.99986419   -1 08 25.2
 LF1304
 LF1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1304!SPC IA S     -   0.99994503  x   0.99995933  =   0.99990437
 LF1304!UTM  15      -   0.99994503  x   0.99986419  =   0.99980923
 LF1304
 LF1304:                Primary Azimuth Mark                     Grid Az
 LF1304:SPC IA S     -  CORNING MUNICIPAL TANK                   002 59 38.6
 LF1304:UTM  15      -  CORNING MUNICIPAL TANK                   003 19 02.8
 LF1304
 LF1304|---------------------------------------------------------------------|
 LF1304| PID    Reference Object                     Distance      Geod. Az  |
 LF1304|                                                           dddmmss.s |
 LF1304| LF1302 CORNING MUNICIPAL TANK              APPROX. 7.0 KM 0021037.6 |
 LF1304| CL7742 TRACEY RM 1                          19.940 METERS 01718     |
 LF1304| LF1297 MORRIS                              APPROX.14.7 KM 0920311.0 |
 LF1304| CL7743 TRACEY RM 2                          28.313 METERS 09707     |
 LF1304| LF1295 LENOX MUNICIPAL TANK                APPROX.16.3 KM 1103314.2 |
 LF1304| CL7741 TRACEY AZ MK                                       2481343.8 |
 LF1304|---------------------------------------------------------------------|
 LF1304
 LF1304                          SUPERSEDED SURVEY CONTROL
 LF1304
 LF1304  NAD 83(1986)-  40 55 54.98294(N)    094 44 24.81111(W) AD(       ) 1
 LF1304  NAD 27      -  40 55 55.03100(N)    094 44 23.90900(W) AD(       ) 1
 LF1304
 LF1304.Superseded values are not recommended for survey control.
 LF1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1304.See file dsdata.txt to determine how the superseded data were derived.
 LF1304
 LF1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF5349132660(NAD 83)
 LF1304_MARKER: DS = TRIANGULATION STATION DISK
 LF1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1304
 LF1304  HISTORY     - Date     Condition        Report By
 LF1304  HISTORY     - 1934     MONUMENTED       CGS
 LF1304  HISTORY     - 1974     GOOD             USE
 LF1304  HISTORY     - 1974     GOOD             NGS
 LF1304
 LF1304                          STATION DESCRIPTION
 LF1304
 LF1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1304'STATION IS ABOUT 4 MILES S OF CORNING, IN SE 1/4 SECTION 22,
 LF1304'T 71 N, R 34 W, ON LAND OWNED AND OCCUPIED BY GEORGE TRACEY,
 LF1304'AT W SIDE OF THE HOG LOT, 1 FOOT W OF THE WIRE FENCE THAT
 LF1304'SEPARATES THE HOG LOT ON E FROM FIELD ON W, ABOUT 275 FEET
 LF1304'WSW OF MR. TRACEYS HOUSE, ABOUT 350 FEET W OF HIGHWAY 148, 71
 LF1304'FEET SSW OF SW CORNER OF THE BARN, 66 FEET SSW OF SW CORNER OF
 LF1304'HOG SHED THAT ADJOINS BARN ON W, 93 FEET W OF W END OF CORN
 LF1304'CRIB, 44 FEET N OF SW CORNERPOST OF HOG LOT.  THE MARK IS
 LF1304'FLUSH WITH THE SURFACE.
 LF1304'
 LF1304'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LF1304'BRONZE DISKS SET IN CONCRETE.
 LF1304'
 LF1304'REFERENCE MARK NO. 1 IS NNE OF STATION, AT SW CORNER OF HOG
 LF1304'SHED, 12 FEET W OF SW CORNER OF THE BARN, 18 FEET E OF NW
 LF1304'CORNER OF HOG LOT.  IT IS FLUSH WITH THE SURFACE.
 LF1304'
 LF1304'REFERENCE MARK NO. 2 IS ESE OF STATION, AT W END OF CORN CRIB
 LF1304'AT E SIDE OF HOG LOT, 7 FEET N OF SW CORNER OF CORN CRIB, 103.67
 LF1304'FEET SE OF REFERENCE MARK NO. 1.  IT PROJECTS 2 INCHES.
 LF1304'
 LF1304'AZIMUTH MARK IS WSW OF STATION, AT TOP OF RIDGE, 0.65 MILE W
 LF1304'OF HIGHWAY 148, 33 FEET S OF CENTER LINE OF ROAD, 1 FOOT N
 LF1304'OF RIGHT-OF-WAY FENCE.  IT PROJECTS 2 INCHES.
 LF1304'
 LF1304'TO REACH FROM JUNCTION OF U.S. HIGHWAY 34 AND STATE HIGHWAY 148
 LF1304'IN CORNING, GO S ON HIGHWAY 148, 3.65 MILES TO TRACEYS FARMHOUSE
 LF1304'ON W SIDE OF ROAD AND STATION.
 LF1304'
 LF1304'ALL LIGHTS COME INTO VIEW AT 60 FEET.
 LF1304'
 LF1304'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 LF1304
 LF1304                          STATION RECOVERY (1974)
 LF1304
 LF1304'RECOVERY NOTE BY US ENGINEERS 1974 (RLW)
 LF1304'TRACEY RECOVERED IN GOOD CONDITION.
 LF1304'
 LF1304'AZIMUTH MARK DESTROYED DUE TO ROAD CONSTRUCTION.
 LF1304'
 LF1304'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES SOUTH OF
 LF1304'CORNING, IOWA.
 LF1304
 LF1304                          STATION RECOVERY (1974)
 LF1304
 LF1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LF1304'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LF1304'RECOVERED AND FOUND IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.
 LF1304'THE AZIMUTH MARK WAS NOT FOUND AND IT IS BELIEVED THE MARK WAS
 LF1304'DESTROYED BY ROAD CONSTRUCTION AS ORIGINAL LOCATION OF THE MARK
 LF1304'NOW FALLS IN A ROAD DITCH.  THE STATION IS NOW ON PROPERTY OWNED
 LF1304'BY DR. MUSHCAMP OF CORNING.  FOLLOWING IS A NEW DESCRIPTION OF
 LF1304'A ROUTE TO REACH THE STATION.
 LF1304'
 LF1304'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 34 AND STATE
 LF1304'HIGHWAY 148 ABOUT 0.2 MILES SOUTH OF CORNING, GO SOUTH ON HIGHWAY
 LF1304'148 FOR 3.45 MILES TO DRIVEWAY TO FARM ON THE RIGHT.  TURN RIGHT
 LF1304'AND FOLLOW DRIVEWAY FOR 0.05 MILE TO FARM YARD AND THE STATION.
 LF1304'
 LF1304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.0 MILES
 LF1304'SOUTH OF CORNING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0060 ***********************************************************************
 NK0060  DESIGNATION -  TRAER
 NK0060  PID         -  NK0060
 NK0060  STATE/COUNTY-  IA/TAMA
 NK0060  USGS QUAD   -  TRAER (1971)
 NK0060
 NK0060                         *CURRENT SURVEY CONTROL
 NK0060  ___________________________________________________________________
 NK0060* NAD 83(1986)-  42 11 24.     (N)    092 27 52.     (W)     SCALED    
 NK0060* NAVD 88     -       293.475  (meters)     962.84   (feet)  ADJUSTED  
 NK0060  ___________________________________________________________________
 NK0060  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 NK0060  DYNAMIC HT  -         293.372 (meters)     962.50  (feet)  COMP
 NK0060  MODELED GRAV-     980,263.7   (mgal)                       NAVD 88
 NK0060
 NK0060  VERT ORDER  -  SECOND    CLASS 0
 NK0060
 NK0060.The horizontal coordinates were scaled from a topographic map and have
 NK0060.an estimated accuracy of +/- 6 seconds.
 NK0060
 NK0060.The orthometric height was determined by differential leveling
 NK0060.and adjusted by the National Geodetic Survey in June 1991..
 NK0060
 NK0060.The geoid height was determined by GEOID03.
 NK0060
 NK0060.The dynamic height is computed by dividing the NAVD 88
 NK0060.geopotential number by the normal gravity value computed on the
 NK0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0060.degrees latitude (g = 980.6199 gals.).
 NK0060
 NK0060.The modeled gravity was interpolated from observed gravity values.
 NK0060
 NK0060;                    North         East    Units  Estimated Accuracy
 NK0060;SPC IA N     - 1,077,170.    1,585,540.      MT  (+/- 180 meters Scaled)
 NK0060
 NK0060                          SUPERSEDED SURVEY CONTROL
 NK0060
 NK0060.No superseded survey control is available for this station.
 NK0060
 NK0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG442710(NAD 83)
 NK0060_MARKER: DB = BENCH MARK DISK
 NK0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0060_STAMPING: TRAER 1934
 NK0060_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0060+STABILITY: SURFACE MOTION
 NK0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NK0060+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 NK0060
 NK0060  HISTORY     - Date     Condition        Report By
 NK0060  HISTORY     - 1934     MONUMENTED       CGS
 NK0060  HISTORY     - 19980225 GOOD             NGS
 NK0060  HISTORY     - 20051026 GOOD             GEOCAC
 NK0060
 NK0060                          STATION DESCRIPTION
 NK0060
 NK0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0060'AT TRAER.
 NK0060'AT TRAER, TAMA COUNTY, IN TAYLOR PARK, 54 FEET SOUTHWEST OF THE
 NK0060'CHILDRENS MERRY-GO-ROUND, 36 FEET NORTH OF THE NORTH SIDE OF
 NK0060'THE BANDSTAND, 18 FEET SOUTHEAST OF THE CENTER LINE OF THE
 NK0060'SIDEWALK, AND 20 FEET NORTH OF A 20-INCH ELM TREE.  A STANDARD
 NK0060'DISK, STAMPED TRAER 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NK0060
 NK0060                          STATION RECOVERY (1998)
 NK0060
 NK0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DWS)
 NK0060'IN TAYLOR PARK CONCRETE BASKETBALL COURT 2 FT (0.6 M) NW FROM THE POST
 NK0060'FOR THE BASKETBALL, 35 FT (10.7 M) NORTH OF THE GAZEBO.  SET IN
 NK0060'CONCRETE POST SURROUNDED BY CONCRETE FOR BASKETBALL COURT.
 NK0060
 NK0060                          STATION RECOVERY (2005)
 NK0060
 NK0060'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 NK0060'HANDHELD GPS COORDINATES (NAD 83) N42 11 25.4 W92 27 52.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0597 ***********************************************************************
 NK0597  DESIGNATION -  TRAER
 NK0597  PID         -  NK0597
 NK0597  STATE/COUNTY-  IA/TAMA
 NK0597  USGS QUAD   -  GLADBROOK NE (1980)
 NK0597
 NK0597                         *CURRENT SURVEY CONTROL
 NK0597  ___________________________________________________________________
 NK0597* NAD 83(1996)-  42 12 25.10903(N)    092 32 15.88954(W)     ADJUSTED  
 NK0597* NAVD 88     -       320.9    (meters)    1053.     (feet)  VERTCON   
 NK0597  ___________________________________________________________________
 NK0597  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 NK0597  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 NK0597
 NK0597  HORZ ORDER  -  SECOND
 NK0597
 NK0597.The horizontal coordinates were established by classical geodetic methods
 NK0597.and adjusted by the National Geodetic Survey in May 1999..
 NK0597
 NK0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0597
 NK0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0597
 NK0597.The geoid height was determined by GEOID03.
 NK0597
 NK0597;                    North         East     Units Scale Factor Converg.
 NK0597;SPC IA N     - 1,078,980.292 1,579,461.012   MT  0.99997749   +0 39 07.8
 NK0597;UTM  15      - 4,672,860.219   538,158.419   MT  0.99961792   +0 18 38.0
 NK0597
 NK0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0597!SPC IA N     -   0.99995463  x   0.99997749  =   0.99993212
 NK0597!UTM  15      -   0.99995463  x   0.99961792  =   0.99957256
 NK0597
 NK0597|---------------------------------------------------------------------|
 NK0597| PID    Reference Object                     Distance      Geod. Az  |
 NK0597|                                                           dddmmss.s |
 NK0597| CI7245 TRAER RM 1                           10.662 METERS 08939     |
 NK0597| CI7246 TRAER RM 2                           12.216 METERS 26904     |
 NK0597| NK0590 BELL TEL MICROWAVE TOWER            APPROX.16.3 KM 3005131.4 |
 NK0597|---------------------------------------------------------------------|
 NK0597
 NK0597                          SUPERSEDED SURVEY CONTROL
 NK0597
 NK0597  NAD 83(1986)-  42 12 25.10940(N)    092 32 15.88466(W) AD(       ) 2
 NK0597  NAD 27      -  42 12 25.15014(N)    092 32 15.18902(W) AD(       ) 2
 NK0597  NGVD 29 (07/19/86)  320.9    (m)         1053.     (f) VERT ANG       
 NK0597
 NK0597.Superseded values are not recommended for survey control.
 NK0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0597.See file dsdata.txt to determine how the superseded data were derived.
 NK0597
 NK0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3815872860(NAD 83)
 NK0597_MARKER: DD = SURVEY DISK
 NK0597_SETTING: 0 = UNSPECIFIED SETTING
 NK0597_STAMPING: ET TRAER 1970
 NK0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0597
 NK0597  HISTORY     - Date     Condition        Report By
 NK0597  HISTORY     - 1970     MONUMENTED       USGS
 NK0597  HISTORY     - 19980225 GOOD             NGS
 NK0597
 NK0597                          STATION DESCRIPTION
 NK0597
 NK0597'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0597'THE STATION IS ABOUT 3.7 MI WNW. OF TRAER, NEAR THE CENTER OF THE
 NK0597'NE. QUARTER OF SEC. 1, T. 85 N., R. 15 W., ON TOP OF A PROMINENT
 NK0597'RIDGE.
 NK0597'
 NK0597'TO REACH FROM THE JCT. OF U.S. HWY. 63 AND ST. HWY. 8 (MAIN
 NK0597'STREET) IN TRAER, GO S. ON U.S. HWY. 63 FOR ABOUT 1.15 MI TO
 NK0597'WHERE U.S. HWY. 63 CURVES W., CONTINUE W. ON U.S. HWY. 63 FOR
 NK0597'ABOUT 3.5 MI TO A CROSSROAD, TURN RIGHT AND GO N. FOR ABOUT 2.2
 NK0597'MI TO A CROSSROAD, TURN LEFT AND GO W. FOR ABOUT 0.25 MI TO A
 NK0597'FENCE S. AND THE STATION ON THE LEFT.
 NK0597'
 NK0597'THE STATION MARK, STAMPED ET TRAER 1970 IS 32 FT S. AND 15 FT
 NK0597'W. OF CENTER RD. AT FENCE S., 2 FT N. OF S. RIGHT-OF-WAY FENCE
 NK0597'AND 2 FT N. OF USGS WITNESS POST.
 NK0597'
 NK0597'REFERENCE MARK NO. 1, STAMPED TRAER NO 1 1970 IS E. OF THE
 NK0597'STATION, 31 FT S. AND 19 FT E. CENTER RD. AT FENCE S., 2 FT N. OF
 NK0597'S. RIGHT-OF-WAY FENCE.
 NK0597'
 NK0597'REFERENCE MARK NO. 2, STAMPED TRAER NO 2 1970 IS W. OF THE
 NK0597'STATION, 32 FT S. AND 57 FT W. CENTER RD. AT FENCE S., 2 FT N. OF
 NK0597'THE S. RIGHT-OF-WAY FENCE.
 NK0597'
 NK0597'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0597'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NK0597'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE SET FLUSH WITH THE
 NK0597'GROUND.
 NK0597'
 NK0597'NO AZIMUTH MARK WAS SET.
 NK0597'
 NK0597'REFERENCE AZIMUTH USED - BELL TELEPHONE MICROWAVE TOWER.  POINT
 NK0597'OBSERVED WAS CENTER RED LIGHT ON THE BELL TELEPHONE MICROWAVE
 NK0597'TOWER.  THE TOWER IS TRIANGULAR PAINTED ALTERNATE RED AND WHITE,
 NK0597'T. 86 N., R. 16 W., ABOUT 0.05 MI S. AND ABOUT 0.1 MI E. OF THE
 NK0597'COR. OF SECS. 3, 4, 9 AND 10.
 NK0597'
 NK0597'STANDARD BRACED TRIPOD USED.
 NK0597
 NK0597                          STATION RECOVERY (1998)
 NK0597
 NK0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DWS)
 NK0597'THE POINT IS LOCATED 0.25 MI (0.40 KM) WEST OF INTERSECTION OF M
 NK0597'AVENUE AND RIDGE ROAD, 3 FT (0.9 M) FROM THE SOUTH RIGHT-OF-AWAY
 NK0597'FENCE, USGE WITNESS POST IN FENCE, 6 INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1071 ***********************************************************************
 MJ1071  DESIGNATION -  TRENT
 MJ1071  PID         -  MJ1071
 MJ1071  STATE/COUNTY-  IA/GUTHRIE
 MJ1071  USGS QUAD   -  PANORA (1982)
 MJ1071
 MJ1071                         *CURRENT SURVEY CONTROL
 MJ1071  ___________________________________________________________________
 MJ1071* NAD 83(1996)-  41 37 44.66468(N)    094 21 06.75138(W)     ADJUSTED  
 MJ1071* NAVD 88     -       359.67   (+/-2cm)    1180.0    (feet)  VERTCON   
 MJ1071  ___________________________________________________________________
 MJ1071  LAPLACE CORR-         -11.12  (seconds)                    DEFLEC99
 MJ1071  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 MJ1071
 MJ1071  HORZ ORDER  -  FIRST
 MJ1071  VERT ORDER  -  THIRD ? (See Below)
 MJ1071
 MJ1071.The horizontal coordinates were established by classical geodetic methods
 MJ1071.and adjusted by the National Geodetic Survey in May 1999..
 MJ1071
 MJ1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1071.The vertical order pertains to the NGVD 29 superseded value.
 MJ1071
 MJ1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1071
 MJ1071.The geoid height was determined by GEOID03.
 MJ1071
 MJ1071;                    North         East     Units Scale Factor Converg.
 MJ1071;SPC IA S     -   181,257.543   429,015.901   MT  0.99997625   -0 33 40.1
 MJ1071;UTM  15      - 4,609,476.619   387,391.809   MT  0.99975605   -0 53 53.3
 MJ1071
 MJ1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1071!SPC IA S     -   0.99994806  x   0.99997625  =   0.99992431
 MJ1071!UTM  15      -   0.99994806  x   0.99975605  =   0.99970412
 MJ1071
 MJ1071|---------------------------------------------------------------------|
 MJ1071| PID    Reference Object                     Distance      Geod. Az  |
 MJ1071|                                                           dddmmss.s |
 MJ1071| CL7749 TRENT RM 2                           25.270 METERS 00053     |
 MJ1071| CL7748 TRENT RM 1                                         12243     |
 MJ1071| MJ1129 SLOSS                               APPROX.18.6 KM 2650031.4 |
 MJ1071|---------------------------------------------------------------------|
 MJ1071
 MJ1071                          SUPERSEDED SURVEY CONTROL
 MJ1071
 MJ1071  NAD 83(1986)-  41 37 44.65945(N)    094 21 06.75464(W) AD(       ) 1
 MJ1071  NAD 27      -  41 37 44.70600(N)    094 21 05.87700(W) AD(       ) 1
 MJ1071  NGVD 29 (07/19/86)  359.62   (m)         1179.9    (f) LEVELING    3  
 MJ1071
 MJ1071.Superseded values are not recommended for survey control.
 MJ1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1071.See file dsdata.txt to determine how the superseded data were derived.
 MJ1071
 MJ1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG8739209477(NAD 83)
 MJ1071_MARKER: DS = TRIANGULATION STATION DISK
 MJ1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1071
 MJ1071  HISTORY     - Date     Condition        Report By
 MJ1071  HISTORY     - 1930     MONUMENTED       CGS
 MJ1071  HISTORY     - 1934     GOOD             IOWAGS
 MJ1071  HISTORY     - 1951     GOOD             USGS
 MJ1071  HISTORY     - 20050825 MARK NOT FOUND   INDIV
 MJ1071
 MJ1071                          STATION DESCRIPTION
 MJ1071
 MJ1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MJ1071'STATION IS ABOUT 4-1/2 MILES DIRECTLY S OF PANORA, ON LAND OWNED
 MJ1071'BY JAMES TRENT WHO LIVES 0.3 MILE N OF STATION.  TRENTS HOUSE IS AT
 MJ1071'A CORNER WHERE THE MAIN-TRAVELED ROAD TURNS E AND A LESSER USED
 MJ1071'ROAD CONTINUES S.  THE MARK IS IN CULTIVATED LAND 15.4 METERS W
 MJ1071'OF THE CENTER LINE OF THE LATTER ROAD AND 0.2 MILE N OF A
 MJ1071'1/2-SECTION-LINE ROAD.  IT IS DEPRESSED 12 INCHES AND 9.90
 MJ1071'METERS W OF A FENCE.
 MJ1071'
 MJ1071'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MJ1071'DISKS SET IN CONCRETE.
 MJ1071'
 MJ1071'REFERENCE MARK NO. 1 IS ON THE E SIDE OF THE ROAD, DIRECTLY
 MJ1071'OPPOSITE THE STATION.  IT IS 5.75 METERS E OF THE CENTER LINE OF
 MJ1071'THE ROAD AND 0.46 METER W OF A FENCE LINE.  REFERENCE MARK NO. 2
 MJ1071'IS ON THE W SIDE OF THE ROAD ABOUT 0.2 MILE N OF THE CORNER AT
 MJ1071'TRENTS HOUSE AND 4.25 METERS N OF A FENCE CORNER.  THE MARK IS
 MJ1071'14.4 METERS W OF THE CENTER LINE OF THE ROAD AND 0.4 METER E OF A
 MJ1071'FENCE LINE.
 MJ1071'
 MJ1071'STATION REACHED FROM GUTHRIE CENTER BY GOING S ON THE MAIN HIGHWAY
 MJ1071'(25) A DISTANCE OF 5.7 MILES.  TURN E AND PROCEED 3.5 MILES OVER A
 MJ1071'WINDING ROAD.  JUST AFTER CROSSING A BRIDGE TURN N, 0.1 MILE,
 MJ1071'CROSS ANOTHER BRIDGE AND TAKE A SANDY ROAD WHICH LEADS E.
 MJ1071'FOLLOW THIS 1 MILE TO A ROAD RUNNING N.  THE STATION IS 0.2 MILE
 MJ1071'N.
 MJ1071'
 MJ1071'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MJ1071
 MJ1071                          STATION RECOVERY (1934)
 MJ1071
 MJ1071'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MJ1071'TRIANGULATION STATION LOCATED AS PER ORIGINAL DESCRIPTION.
 MJ1071'STATION IS IN GOOD CONDITION AND REMAINS 10 INCHES UNDERGROUND.
 MJ1071'THE TWO REFERENCE MONUMENTS ARE IN GOOD CONDITION AND SHOULD
 MJ1071'REMAIN SO FOR CONSIDERABLE TIME.
 MJ1071
 MJ1071                          STATION RECOVERY (1951)
 MJ1071
 MJ1071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 MJ1071'REFERENCE MARK 2 DESTROYED BY COUNTY WORKERS IN WIDENING AND
 MJ1071'IMPROVING COUNTY TRUNK ROAD S.
 MJ1071
 MJ1071                          STATION RECOVERY (2005)
 MJ1071
 MJ1071'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MLS)
 MJ1071'MONUMENT HAS BEEN DESTROYED YET REFERENCE MARK 1 WAS FOUND AND LOCATED
 MJ1071'USING OPUS.  POSITION AS SURVEYED IN 8/05 LAT- 41 37 44.21726N LONG-
 MJ1071'94 21 05.84159 W  ELLIP- 1087.807' GEOID 03.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0510 ***********************************************************************
 NK0510  DESIGNATION -  TRIPOLI MUNICIPAL TANK
 NK0510  PID         -  NK0510
 NK0510  STATE/COUNTY-  IA/BREMER
 NK0510  USGS QUAD   -  TRIPOLI (1971)
 NK0510
 NK0510                         *CURRENT SURVEY CONTROL
 NK0510  ___________________________________________________________________
 NK0510* NAD 83(1996)-  42 48 40.56914(N)    092 15 31.36031(W)     ADJUSTED  
 NK0510* NAVD 88     -                                                        
 NK0510  ___________________________________________________________________
 NK0510  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 NK0510  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 NK0510
 NK0510  HORZ ORDER  -  THIRD
 NK0510
 NK0510.The horizontal coordinates were established by classical geodetic methods
 NK0510.and adjusted by the National Geodetic Survey in May 1999..
 NK0510
 NK0510
 NK0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0510
 NK0510.The geoid height was determined by GEOID03.
 NK0510
 NK0510;                    North         East     Units Scale Factor Converg.
 NK0510;SPC IA N     - 1,146,397.207 1,601,516.247   MT  0.99994850   +0 50 28.6
 NK0510;UTM  15      - 4,740,123.354   560,605.959   MT  0.99964519   +0 30 13.6
 NK0510
 NK0510                          SUPERSEDED SURVEY CONTROL
 NK0510
 NK0510  NAD 83(1996)-  42 48 40.56891(N)    092 15 31.36037(W) AD(       ) 4
 NK0510  NAD 83(1986)-  42 48 40.56158(N)    092 15 31.36034(W) AD(       ) 4
 NK0510  NAD 27      -  42 48 40.63500(N)    092 15 30.71600(W) AD(       ) 3
 NK0510
 NK0510.Superseded values are not recommended for survey control.
 NK0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0510.See file dsdata.txt to determine how the superseded data were derived.
 NK0510
 NK0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH6060640123(NAD 83)
 NK0510_MARKER: 53 = ELEVATED TANK
 NK0510
 NK0510  HISTORY     - Date     Condition        Report By
 NK0510  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0510
 NK0510                          STATION DESCRIPTION
 NK0510
 NK0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0510'STATION IS THE MUNICIPAL TANK IN TRIPOLI, LOCATED IN THE NORTHERN
 NK0510'PART OF TOWN, ABOUT 3 BLOCKS N OF THE CHICAGO GREAT WESTERN
 NK0510'RAILROAD TRACKS, ABOUT 1/2 BLOCK W OF MAIN STREET AND ABOUT
 NK0510'15 YARDS S OF THE CENTER LINE OF ROSEWOOD AVENUE.  THE TANK IS
 NK0510'90 FEET TO THE RAIL AND ABOUT 115 FEET TO THE TOP.  IT IS A TALL
 NK0510'TANK OF THE FOUR LEG TYPE WITH OVAL BASE, STRAIGHT SIDES, A
 NK0510'CONICAL TOP AND A BALL AT THE CENTER OF THE TOP.  THE LEGS,
 NK0510'BASE AND SIDES OF THE TANK ARE PAINTED BLACK.  THE TOP IS
 NK0510'PAINTED ALUMINUM.  THERE IS NO NAME ON THE TANK.  THE TANK
 NK0510'WAS ERECTED IN 1898.  IT IS PROMINENT, EXTENDING WELL ABOVE ALL
 NK0510'LOCAL TREES AND STRUCTURES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0884 ***********************************************************************
 ON0884  DESIGNATION -  TROUT
 ON0884  PID         -  ON0884
 ON0884  STATE/COUNTY-  IA/WINNESHIEK
 ON0884  USGS QUAD   -  CALMAR (1981)
 ON0884
 ON0884                         *CURRENT SURVEY CONTROL
 ON0884  ___________________________________________________________________
 ON0884* NAD 83(1996)-  43 14 44.23190(N)    091 51 03.79735(W)     ADJUSTED  
 ON0884* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 ON0884  ___________________________________________________________________
 ON0884  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 ON0884  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 ON0884
 ON0884  HORZ ORDER  -  SECOND
 ON0884
 ON0884.The horizontal coordinates were established by classical geodetic methods
 ON0884.and adjusted by the National Geodetic Survey in May 1999..
 ON0884
 ON0884.The orthometric height was scaled from a topographic map.
 ON0884
 ON0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0884
 ON0884.The geoid height was determined by GEOID03.
 ON0884
 ON0884;                    North         East     Units Scale Factor Converg.
 ON0884;SPC IA N     - 1,195,209.817 1,633,910.777   MT  0.99999622   +1 07 03.2
 ON0884;UTM  15      - 4,788,731.851   593,275.134   MT  0.99970702   +0 47 14.0
 ON0884
 ON0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0884!SPC IA N     -   0.99994984  x   0.99999622  =   0.99994606
 ON0884!UTM  15      -   0.99994984  x   0.99970702  =   0.99965688
 ON0884
 ON0884:                Primary Azimuth Mark                     Grid Az
 ON0884:SPC IA N     -  DECORAH RADIO STA KAA 353 MAST           032 12 22.1
 ON0884:UTM  15      -  DECORAH RADIO STA KAA 353 MAST           032 32 11.3
 ON0884
 ON0884|---------------------------------------------------------------------|
 ON0884| PID    Reference Object                     Distance      Geod. Az  |
 ON0884|                                                           dddmmss.s |
 ON0884| ON0903 DECORAH RADIO STA KAA 353 MAST      APPROX. 9.3 KM 0331925.3 |
 ON0884| ON0880 WASHINGTON PRAIRIE LUTH CH          APPROX. 9.2 KM 0951830.5 |
 ON0884| ON0885 CALMAR MUNICIPAL TANK               APPROX. 6.9 KM 1894827.9 |
 ON0884| CI7248 TROUT RM 1                           27.567 METERS 23029     |
 ON0884| CI7249 TROUT RM 2                           27.353 METERS 31004     |
 ON0884|---------------------------------------------------------------------|
 ON0884
 ON0884                          SUPERSEDED SURVEY CONTROL
 ON0884
 ON0884  NAD 83(1996)-  43 14 44.23189(N)    091 51 03.79734(W) AD(       ) 2
 ON0884  NAD 83(1986)-  43 14 44.22392(N)    091 51 03.79641(W) AD(       ) 2
 ON0884  NAD 27      -  43 14 44.31410(N)    091 51 03.22980(W) AD(       ) 2
 ON0884
 ON0884.Superseded values are not recommended for survey control.
 ON0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0884.See file dsdata.txt to determine how the superseded data were derived.
 ON0884
 ON0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9327588732(NAD 83)
 ON0884_MARKER: DS = TRIANGULATION STATION DISK
 ON0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0884
 ON0884  HISTORY     - Date     Condition        Report By
 ON0884  HISTORY     - 1961     MONUMENTED       CGS
 ON0884
 ON0884                          STATION DESCRIPTION
 ON0884
 ON0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0884'THE STATION IS ABOUT 5 MILES SOUTHWEST OF DECORAH, ABOUT
 ON0884'4 MILES NORTH OF CALMAR, NEAR THE HIGHEST POINT IN A PASTURE
 ON0884'FIELD AND IS ON THE PROPERTY OF MR. PARNELL DONAIN.  IT
 ON0884'IS IN THE SOUTHEAST 1/4 OF SECTION 1, T. 97 N., R. 9 W., 178
 ON0884'FEET SOUTHEAST OF A LONE MULTIPLE TRUNK TREE, 91 FEET NORTHEAST
 ON0884'OF A WITNESS POST AND 71 FEET EAST OF A WIRE FENCE.  THE
 ON0884'MONUMENT IS 16 INCHES UNDERGROUND AND THE DISK IS STAMPED
 ON0884'TROUT 1961.
 ON0884'
 ON0884'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 ON0884'HIGHWAY 9 IN THE WEST EDGE OF THE BUSINESS DISTRICT IN DECORAH,
 ON0884'GO SOUTH ON U.S. HIGHWAY 52 AND STATE HIGHWAY 9 FOR 1.2
 ON0884'MILES TO THE JUNCTION OF THESE HIGHWAYS.  KEEP LEFT AND
 ON0884'GO SOUTHWEST ON HIGHWAY 52 FOR 3.5 MILES TO A CROSSROAD.
 ON0884'CONTINUE SOUTHWEST AND WEST ON HIGHWAY 52 FOR 1.1 MILES
 ON0884'TO A DRIVEWAY ON THE RIGHT, LEADING TO THE HOME OF MR. CLIFFORD
 ON0884'S. FOSS.  TURN RIGHT AND GO NORTHWEST ON THE DRIVEWAY FOR
 ON0884'0.05 MILE TO A GARAGE.  TURN SHARP RIGHT AND GO EAST UP
 ON0884'HILL, FOR ABOUT 200 FEET TO A WIRE GAP IN A NORTH-SOUTH
 ON0884'FENCE.  PASS THROUGH WIRE GAP AND TURN LEFT AND GO NORTH
 ON0884'ALONG EAST SIDE OF NORTH-SOUTH FENCE LINE FOR ABOUT 300
 ON0884'FEET TO THE STATION ON THE RIGHT.
 ON0884'
 ON0884'REFERENCE MARK 1 IS 3 FEET SOUTHEAST OF A T-FENCE CORNER,
 ON0884'1 FOOT NORTH OF THE WITNESS POST AND 1 FOOT EAST OF THE
 ON0884'WIRE FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 ON0884'IS STAMPED TROUT NO 1 1961.
 ON0884'
 ON0884'REFERENCE MARK 2 IS 110 FEET SOUTH OF THE MULTIPLE TRUNK
 ON0884'TREE, 110 FEET NORTH OF THE WITNESS POST AND 6 INCHES EAST
 ON0884'OF THE WIRE FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE
 ON0884'DISK IS STAMPED TROUT NO 2 1961.
 ON0884'
 ON0884'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0565 ***********************************************************************
 NL0565  DESIGNATION -  TRUESDALE
 NL0565  PID         -  NL0565
 NL0565  STATE/COUNTY-  IA/BUENA VISTA
 NL0565  USGS QUAD   -  STORM LAKE (1979)
 NL0565
 NL0565                         *CURRENT SURVEY CONTROL
 NL0565  ___________________________________________________________________
 NL0565* NAD 83(1996)-  42 44 00.50225(N)    095 09 03.65875(W)     ADJUSTED  
 NL0565* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 NL0565  ___________________________________________________________________
 NL0565  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 NL0565  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 NL0565
 NL0565  HORZ ORDER  -  FIRST
 NL0565
 NL0565.The horizontal coordinates were established by classical geodetic methods
 NL0565.and adjusted by the National Geodetic Survey in May 1999..
 NL0565
 NL0565.The orthometric height was scaled from a topographic map.
 NL0565
 NL0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0565
 NL0565.The geoid height was determined by GEOID03.
 NL0565
 NL0565;                    North         East     Units Scale Factor Converg.
 NL0565;SPC IA N     - 1,138,330.251 1,364,810.003   MT  0.99994603   -1 07 08.3
 NL0565;UTM  15      - 4,733,461.606   323,914.969   MT  0.99998147   -1 27 36.1
 NL0565
 NL0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0565!SPC IA N     -   0.99993939  x   0.99994603  =   0.99988542
 NL0565!UTM  15      -   0.99993939  x   0.99998147  =   0.99992086
 NL0565
 NL0565:                Primary Azimuth Mark                     Grid Az
 NL0565:SPC IA N     -  ZION EV LUTH CH SPIRE                    109 29 41.3
 NL0565:UTM  15      -  ZION EV LUTH CH SPIRE                    109 50 09.1
 NL0565
 NL0565|---------------------------------------------------------------------|
 NL0565| PID    Reference Object                     Distance      Geod. Az  |
 NL0565|                                                           dddmmss.s |
 NL0565| NL0555 ZION EV LUTH CH SPIRE               APPROX. 7.3 KM 1082233.0 |
 NL0565| NL0562 STORM LAKE ST MARYS CATH CH         APPROX.11.0 KM 2000921.4 |
 NL0565| NL0568 STORM LAKE MUNICIPAL TANK           APPROX.10.9 KM 2024320.9 |
 NL0565| CO4713 TRUESDALE RM 1                       52.072 METERS 22214     |
 NL0565| NL0572 ALTA MUNICIPAL TANK                 APPROX.14.1 KM 2420641.4 |
 NL0565| CO4714 TRUESDALE RM 2                       49.914 METERS 31633     |
 NL0565| CO4712 TRUESDALE AZ MK                                    3232052.6 |
 NL0565| NL0550 LINN GROVE MUNICIPAL TANK           APPROX.18.7 KM 3362906.2 |
 NL0565| NL0548 REMBRANDT MUNICIPAL TANK            APPROX.10.4 KM 3523505.0 |
 NL0565|---------------------------------------------------------------------|
 NL0565
 NL0565                          SUPERSEDED SURVEY CONTROL
 NL0565
 NL0565  NAD 83(1996)-  42 44 00.50224(N)    095 09 03.65870(W) AD(       ) 1
 NL0565  NAD 83(1986)-  42 44 00.49976(N)    095 09 03.65544(W) AD(       ) 1
 NL0565  NAD 27      -  42 44 00.57600(N)    095 09 02.67800(W) AD(       ) 1
 NL0565
 NL0565.Superseded values are not recommended for survey control.
 NL0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0565.See file dsdata.txt to determine how the superseded data were derived.
 NL0565
 NL0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH2391533462(NAD 83)
 NL0565_MARKER: DS = TRIANGULATION STATION DISK
 NL0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0565
 NL0565  HISTORY     - Date     Condition        Report By
 NL0565  HISTORY     - 1940     MONUMENTED       CGS
 NL0565  HISTORY     - 1950     GOOD             CGS
 NL0565
 NL0565                          STATION DESCRIPTION
 NL0565
 NL0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0565'STATION IS LOCATED ABOUT 2 MILES EAST OF TRUESDALE, 7 MILES
 NL0565'NORTHEAST OF STORM LAKE AND 13 MILES SOUTH OF MARATHON, AT
 NL0565'THE NORTHWEST CORNER OF SEC. 6, T 91 N, R 36 W.  THE LAND IS
 NL0565'OWNED BY THE CITIZENS NATIONAL BANK OF STORM LAKE AND OCCUPIED
 NL0565'BY PHILLIPS CLARK.
 NL0565'
 NL0565'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 NL0565'STATE HIGHWAY 221 ABOUT 2 MILES EAST OF TRUESDALE, GO SOUTH
 NL0565'ON U.S. HIGHWAY 71 260 FEET TO THE STATION ON THE LEFT, EAST
 NL0565'SIDE OF THE ROAD.
 NL0565'
 NL0565'THE STATION MARK IS STAMPED TRUESDALE 1940 AND PROJECTS 6 INCHES.
 NL0565'IT IS 7 FEET WEST OF A FENCE, 24 FEET NORTH OF A 20-INCH ELM
 NL0565'TREE, 55 FEET EAST OF THE CENTER OF U.S. HIGHWAY 71, 87 FEET
 NL0565'SOUTH SOUTHEAST OF A HIGHWAY SIGN AND 260 FEET SOUTH OF THE
 NL0565'JUNCTION OF U.S. HIGHWAY 71 AND STATE HIGHWAY 221.  9 FEET
 NL0565'WEST OF A WHITE REFERENCE POST.
 NL0565'
 NL0565'R.M. NO. 1 IS STAMPED TRUESDALE NO. 1 1940 AND PROJECTS 8
 NL0565'INCHES.  IT IS 60 FEET WEST OF THE CENTER OF U.S. HIGHWAY 71,
 NL0565'1 FOOT EAST OF A FENCE AND 41 FEET NORTH OF A TELEPHONE POLE.
 NL0565'
 NL0565'R.M. NO. 2 IS STAMPED TRUESDALE NO. 2 1940 AND PROJECTS 8 INCHES.
 NL0565'IT IS 60 FEET WEST OF THE CENTER OF U.S. HIGHWAY 71, 1 FOOT
 NL0565'EAST OF A FENCE, AND 63 FEET NORTH OF A TELEPHONE POLE.
 NL0565'
 NL0565'THE AZIMUTH MARK IS STAMPED TRUESDALE 1940 AND PROJECTS 6
 NL0565'INCHES.  IT IS 32 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 NL0565'221, 9 FEET WEST OF THE CENTER OF A FARM DRIVEWAY, 1 FOOT
 NL0565'SOUTH OF A FENCE AND 2 FEET SOUTHWEST OF A GATE POST, 1.5 FEET
 NL0565'WEST OF A REFERENCE POST.
 NL0565'
 NL0565'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON U.S. HIGHWAY
 NL0565'71 FOR 1 MILE TO THE JUNCTION WITH STATE HIGHWAY 221.  TURN
 NL0565'LEFT, WEST ON STATE HIGHWAY 221 AND GO 0.8 MILE TO THE AZIMUTH
 NL0565'MARK ON THE RIGHT, NORTH SIDE OF THE HIGHWAY, JUST SOUTH OF THE
 NL0565'FARM OF JOHN DEMARS.
 NL0565'
 NL0565'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NL0565
 NL0565                          STATION RECOVERY (1950)
 NL0565
 NL0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0565'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 NL0565'CONDITION.  THE 1940 DESCRIPTION IS ADEQUATE, EXCEPT THE
 NL0565'DISTANCE TO THE REFERENCE MARKS DID NOT CHECK WITH THE 1950.
 NL0565'THE 1950 MEASUREMENTS WERE 49.914 METERS TO R.M. NO. 2 AND
 NL0565'52.072 METERS TO R.M. NO. 1.
 NL0565'
 NL0565'IT WAS IMPOSSIBLE TO ERECT A TOWER OVER THE STATION MARK AS A
 NL0565'POWERLINE PASSES DIRECTLY OVER THE STATION.  REFERENCE MARK
 NL0565'NO. 3 WAS SET AND OCCUPIED AS THE ECCENTRIC STATION.  A TRAVERSE
 NL0565'CONNECTION WAS MADE FROM TRUESDALE 1940 TO REFERENCE MARK
 NL0565'NO. 3 AND WAS USED FOR THE ECCENTRIC REDUCTION ONLY.
 NL0565'
 NL0565'THE DIRECTION TO THE MARKS WAS NOT CHECKED AS NO STATION COULD
 NL0565'BE SEEN FROM THE GROUND.
 NL0565'
 NL0565'OBSERVATIONS FROM REFERENCE MARK NO. 3 WERE TAKEN FROM A 90
 NL0565'FT. TOWER.
 NL0565'
 NL0565'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 NL0565'STATE HIGHWAY 352 0.5 MILE SOUTH OF THE TOWN OF TRUESDALE, GO
 NL0565'EAST AND NORTH ON HIGHWAY 71 FOR 2.5 MILES TO THE STATION ON
 NL0565'THE RIGHT OR EAST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2147 ***********************************************************************
 AE2147  CBN         -  This is a Cooperative Base Network Control Station.
 AE2147  DESIGNATION -  TT 10 FHJ
 AE2147  PID         -  AE2147
 AE2147  STATE/COUNTY-  IA/MARSHALL
 AE2147  USGS QUAD   -  MARSHALLTOWN (1980)
 AE2147
 AE2147                         *CURRENT SURVEY CONTROL
 AE2147  ___________________________________________________________________
 AE2147* NAD 83(1996)-  42 00 27.85136(N)    092 57 34.95254(W)     ADJUSTED  
 AE2147* NAVD 88     -       293.3    (meters)     962.     (feet)  GPS OBS   
 AE2147  ___________________________________________________________________
 AE2147  X           -    -245,085.456 (meters)                     COMP
 AE2147  Y           -  -4,740,286.822 (meters)                     COMP
 AE2147  Z           -   4,246,417.526 (meters)                     COMP
 AE2147  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 AE2147  ELLIP HEIGHT-         261.69  (meters)          (06/15/04) GPS OBS
 AE2147  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 AE2147
 AE2147  HORZ ORDER  -  B
 AE2147  ELLP ORDER  -  FOURTH    CLASS I
 AE2147
 AE2147.The horizontal coordinates were established by GPS observations
 AE2147.and adjusted by the National Geodetic Survey in August 1997..
 AE2147
 AE2147.The orthometric height was determined by GPS observations and a
 AE2147.high-resolution geoid model.
 AE2147
 AE2147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2147
 AE2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2147
 AE2147.The ellipsoidal height was determined by GPS observations
 AE2147.and is referenced to NAD 83.
 AE2147
 AE2147.The geoid height was determined by GEOID03.
 AE2147
 AE2147;                    North         East     Units Scale Factor Converg.
 AE2147;SPC IA N     - 1,056,540.772 1,544,758.293   MT  1.00001122   +0 21 58.2
 AE2147;UTM  15      - 4,650,635.984   503,336.397   MT  0.99960014   +0 01 37.1
 AE2147
 AE2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2147!SPC IA N     -   0.99995896  x   1.00001122  =   0.99997018
 AE2147!UTM  15      -   0.99995896  x   0.99960014  =   0.99955911
 AE2147
 AE2147                          SUPERSEDED SURVEY CONTROL
 AE2147
 AE2147  ELLIP H (08/25/97)  261.72   (m)                       GP(       ) 4 1
 AE2147
 AE2147.Superseded values are not recommended for survey control.
 AE2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2147.See file dsdata.txt to determine how the superseded data were derived.
 AE2147
 AE2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG0333650636(NAD 83)
 AE2147_MARKER: DB = BENCH MARK DISK
 AE2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2147_STAMPING: TT 10 FHJ 1957
 AE2147_MARK LOGO: USGS  
 AE2147_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2147+STABILITY: SURFACE MOTION
 AE2147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2147+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1997
 AE2147
 AE2147  HISTORY     - Date     Condition        Report By
 AE2147  HISTORY     - 1957     MONUMENTED       USGS
 AE2147  HISTORY     - 19970127 GOOD             IADT
 AE2147
 AE2147                          STATION DESCRIPTION
 AE2147
 AE2147'DESCRIBED BY IOWA DEPARTMENT OF TRANSPORTATION 1997 (DMB)
 AE2147'RECOVERED IN 1996 BY IOWA DOT.  FROM THE MARSHALLTOWN COURTHOUSE, 3.0
 AE2147'MI (4.8 KM) SOUTH AND 3.0 MI (4.8 KM) WEST OF, NEAR THE CORNER OF THE
 AE2147'JUNCTION OF SECTIONS 8, 9, 16, 17, IN T 83 N, R 18 W.  IT IS 200 FT
 AE2147'(61.0 M) WEST OF THE JUNCTION OF OLD U.S.  HWY 30 (240TH ST.) AND OAKS
 AE2147'WAY, 86 FT (26.2 M) MORTH OF THE CENTERLINE OF 240TH STREET, 10 FT
 AE2147'(3.0 M) NORTH AND 6 FT (1.8 M) WEST OF A POWER POLE.  FOUND A CONCRETE
 AE2147'MONUMENT WITH STANDARD TABLET STAMPED--TT 10 FHJ 1957--ABOUT 0.67 FT
 AE2147'(20.42 CM) DEEP ON STATE OF IOWA PROPERTY.  IT IS 2.65 FT (0.81 M)
 AE2147'SOUTH OF A PINK STATE HARN SURVEY SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0786 ***********************************************************************
 NL0786  DESIGNATION -  TT 12 C RESET
 NL0786  PID         -  NL0786
 NL0786  STATE/COUNTY-  IA/WEBSTER
 NL0786  USGS QUAD   -  PATON (1986)
 NL0786
 NL0786                         *CURRENT SURVEY CONTROL
 NL0786  ___________________________________________________________________
 NL0786* NAD 83(1996)-  42 14 18.38115(N)    094 19 10.95846(W)     ADJUSTED  
 NL0786* NAVD 88     -       338.2    (meters)    1110.     (feet)  VERTCON   
 NL0786  ___________________________________________________________________
 NL0786  LAPLACE CORR-           6.65  (seconds)                    DEFLEC99
 NL0786  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 NL0786
 NL0786  HORZ ORDER  -  THIRD
 NL0786  VERT ORDER  -  THIRD ? (See Below)
 NL0786
 NL0786.The horizontal coordinates were established by classical geodetic methods
 NL0786.and adjusted by the National Geodetic Survey in May 1999..
 NL0786
 NL0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0786.The vertical order pertains to the NGVD 29 superseded value.
 NL0786
 NL0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0786
 NL0786.The geoid height was determined by GEOID03.
 NL0786
 NL0786;                    North         East     Units Scale Factor Converg.
 NL0786;SPC IA N     - 1,082,350.983 1,432,343.340   MT  0.99997326   -0 33 20.0
 NL0786;UTM  15      - 4,677,093.459   391,112.724   MT  0.99974588   -0 53 14.0
 NL0786
 NL0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0786!SPC IA N     -   0.99995125  x   0.99997326  =   0.99992451
 NL0786!UTM  15      -   0.99995125  x   0.99974588  =   0.99969714
 NL0786
 NL0786:                Primary Azimuth Mark                     Grid Az
 NL0786:SPC IA N     -  FARNHAMVILLE GRAIN ELEVATOR              301 12 55.3
 NL0786:UTM  15      -  FARNHAMVILLE GRAIN ELEVATOR              301 32 49.3
 NL0786
 NL0786|---------------------------------------------------------------------|
 NL0786| PID    Reference Object                     Distance      Geod. Az  |
 NL0786|                                                           dddmmss.s |
 NL0786| CI6308 FARNHAMVILLE GRAIN ELEVATOR                        3003935.3 |
 NL0786|---------------------------------------------------------------------|
 NL0786
 NL0786                          SUPERSEDED SURVEY CONTROL
 NL0786
 NL0786  NAD 83(1986)-  42 14 18.36921(N)    094 19 10.95556(W) AD(       ) 3
 NL0786  NAD 27      -  42 14 18.44047(N)    094 19 10.06396(W) AD(       ) 3
 NL0786  NGVD 29 (07/19/86)  338.2    (m)         1110.     (f) LEVELING    3  
 NL0786
 NL0786.Superseded values are not recommended for survey control.
 NL0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0786.See file dsdata.txt to determine how the superseded data were derived.
 NL0786
 NL0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG9111377093(NAD 83)
 NL0786_MARKER: DD = SURVEY DISK
 NL0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0786
 NL0786  HISTORY     - Date     Condition        Report By
 NL0786  HISTORY     - 1936     MONUMENTED       USGS
 NL0786
 NL0786                          STATION DESCRIPTION
 NL0786
 NL0786'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 NL0786'GOWRIE, ABOUT 3.0 MI S. AND 1.5 MI W. OF, 40 FT S. AND 151 FT E. OF
 NL0786'CROSSROADS AT COR. SECS. 22, 23, 26 AND 27, T. 86 N., R. 30 W., IN
 NL0786'CONCRETE POST.  STANDARD TABLET STAMPED---TT 12 C 1936 RESET 1960---
 NL0786'SMALLEST PIPE ATOP GRAIN ELEVATOR IN FARNHAMVILLE, ABOUT
 NL0786'5.0 MI DISTANT--N 59 DEG 20 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0931 ***********************************************************************
 LF0931  DESIGNATION -  TT 158
 LF0931  PID         -  LF0931
 LF0931  STATE/COUNTY-  IA/FREMONT
 LF0931  USGS QUAD   -  ROCK BLUFF (1984)
 LF0931
 LF0931                         *CURRENT SURVEY CONTROL
 LF0931  ___________________________________________________________________
 LF0931* NAD 83(1986)-  40 53 12.     (N)    095 45 22.     (W)     SCALED    
 LF0931* NAVD 88     -       290.930  (meters)     954.49   (feet)  ADJUSTED  
 LF0931  ___________________________________________________________________
 LF0931  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 LF0931  DYNAMIC HT  -         290.796 (meters)     954.05  (feet)  COMP
 LF0931  MODELED GRAV-     980,157.6   (mgal)                       NAVD 88
 LF0931
 LF0931  VERT ORDER  -  SECOND    CLASS 0
 LF0931
 LF0931.The horizontal coordinates were scaled from a topographic map and have
 LF0931.an estimated accuracy of +/- 6 seconds.
 LF0931
 LF0931.The orthometric height was determined by differential leveling
 LF0931.and adjusted by the National Geodetic Survey in June 1991..
 LF0931
 LF0931.The geoid height was determined by GEOID03.
 LF0931
 LF0931.The dynamic height is computed by dividing the NAVD 88
 LF0931.geopotential number by the normal gravity value computed on the
 LF0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0931.degrees latitude (g = 980.6199 gals.).
 LF0931
 LF0931.The modeled gravity was interpolated from observed gravity values.
 LF0931
 LF0931;                    North         East    Units  Estimated Accuracy
 LF0931;SPC IA S     -   100,930.      309,890.      MT  (+/- 180 meters Scaled)
 LF0931
 LF0931                          SUPERSEDED SURVEY CONTROL
 LF0931
 LF0931  NGVD 29 (??/??/92)  290.845  (m)          954.21   (f) ADJ UNCH    2 0
 LF0931
 LF0931.Superseded values are not recommended for survey control.
 LF0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0931.See file dsdata.txt to determine how the superseded data were derived.
 LF0931
 LF0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF677298(NAD 83)
 LF0931_MARKER: DB = BENCH MARK DISK
 LF0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0931_STAMPING: TT 158 1949
 LF0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0931+STABILITY: SURFACE MOTION
 LF0931
 LF0931  HISTORY     - Date     Condition        Report By
 LF0931  HISTORY     - 1949     MONUMENTED       CGS
 LF0931  HISTORY     - 1950     GOOD             NGS
 LF0931  HISTORY     - 1950     GOOD             NGS
 LF0931  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF0931
 LF0931                          STATION DESCRIPTION
 LF0931
 LF0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF0931'2 MI E FROM BARTLETT.
 LF0931'0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0931'FROM THE STATION AT BARTLETT, THENCE 1.95 MILES EAST ALONG
 LF0931'A GRAVELED ROAD, 0.05 MILE WEST OF A BLUFF, ON THE OUTSIDE OF A
 LF0931'CURVE IN THE GRAVELED ROAD, 82 FEET NORTHEAST OF THE CENTER LINE
 LF0931'OF THE ROAD, 9.2 FEET SOUTH OF A FENCE CORNER, 2.4 FEET SOUTH
 LF0931'OF A REFERENCE POST, 1.9 FEET WEST OF A FENCE, AND SET IN THE
 LF0931'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LF0931
 LF0931                          STATION RECOVERY (1950)
 LF0931
 LF0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF0931'RECOVERED IN GOOD CONDITION.
 LF0931
 LF0931                          STATION RECOVERY (1989)
 LF0931
 LF0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0774 ***********************************************************************
 NL0774  DESIGNATION -  TT 23 B
 NL0774  PID         -  NL0774
 NL0774  STATE/COUNTY-  IA/BOONE
 NL0774  USGS QUAD   -  BOXHOLM (1982)
 NL0774
 NL0774                         *CURRENT SURVEY CONTROL
 NL0774  ___________________________________________________________________
 NL0774* NAD 83(1996)-  42 11 44.91898(N)    094 01 42.34944(W)     ADJUSTED  
 NL0774* NAVD 88     -       343.7    (meters)    1128.     (feet)  VERTCON   
 NL0774  ___________________________________________________________________
 NL0774  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 NL0774  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 NL0774
 NL0774  HORZ ORDER  -  THIRD
 NL0774  VERT ORDER  -  THIRD ? (See Below)
 NL0774
 NL0774.The horizontal coordinates were established by classical geodetic methods
 NL0774.and adjusted by the National Geodetic Survey in May 1999..
 NL0774.No horizontal observational check was made to the station.
 NL0774
 NL0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0774.The vertical order pertains to the NGVD 29 superseded value.
 NL0774
 NL0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0774
 NL0774.The geoid height was determined by GEOID03.
 NL0774
 NL0774;                    North         East     Units Scale Factor Converg.
 NL0774;SPC IA N     - 1,077,424.439 1,456,354.815   MT  0.99997907   -0 21 29.3
 NL0774;UTM  15      - 4,672,029.124   415,089.003   MT  0.99968871   -0 41 26.9
 NL0774
 NL0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0774!SPC IA N     -   0.99995032  x   0.99997907  =   0.99992939
 NL0774!UTM  15      -   0.99995032  x   0.99968871  =   0.99963905
 NL0774
 NL0774:                Primary Azimuth Mark                     Grid Az
 NL0774:SPC IA N     -  WEST GABLE OF CUPULO                     072 34 47.8
 NL0774:UTM  15      -  WEST GABLE OF CUPULO                     072 54 45.4
 NL0774
 NL0774|---------------------------------------------------------------------|
 NL0774| PID    Reference Object                     Distance      Geod. Az  |
 NL0774|                                                           dddmmss.s |
 NL0774| CI6529 WEST GABLE OF CUPULO                               0721318.5 |
 NL0774| CI6241 EAST GABLE OF BARN                                 3584147.0 |
 NL0774|---------------------------------------------------------------------|
 NL0774
 NL0774                          SUPERSEDED SURVEY CONTROL
 NL0774
 NL0774  NAD 83(1986)-  42 11 44.90874(N)    094 01 42.36056(W) AD(       ) 3
 NL0774  NAD 27      -  42 11 44.99401(N)    094 01 41.49147(W) AD(       ) 3
 NL0774  NGVD 29 (07/19/86)  343.6    (m)         1127.     (f) LEVELING    3  
 NL0774
 NL0774.Superseded values are not recommended for survey control.
 NL0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0774.See file dsdata.txt to determine how the superseded data were derived.
 NL0774
 NL0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG1508972029(NAD 83)
 NL0774_MARKER: DD = SURVEY DISK
 NL0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0774
 NL0774  HISTORY     - Date     Condition        Report By
 NL0774  HISTORY     - 1948     MONUMENTED       USGS
 NL0774
 NL0774                          STATION DESCRIPTION
 NL0774
 NL0774'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NL0774'PILOT MOUND, 2.0 MI N. AND 0.5 MI W. OF.  1.0 MI S. OF WEBSTER AND
 NL0774'BOONE COUNTY LINE.  40 FT E. OF RD. OPPOSITE E. - W. FENCE AT COR.
 NL0774'SECS. 5, 6, 7 AND 8, T. 85 N., R. 27 W.  75 FT N. OF PRIVATE RD. W.
 NL0774'ON E. SIDE OF RD.  IN CONCRETE POST.  STANDARD TABLET STAMPED---TT 23
 NL0774'B 1948---POINT ON E. GABLE OF BARN 0.5 MI DISTANT--
 NL0774'N 01 DEG 18 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0027 ***********************************************************************
 MJ0027  DESIGNATION -  TT 4 MT
 MJ0027  PID         -  MJ0027
 MJ0027  STATE/COUNTY-  IA/DALLAS
 MJ0027  USGS QUAD   -  ADEL (1982)
 MJ0027
 MJ0027                         *CURRENT SURVEY CONTROL
 MJ0027  ___________________________________________________________________
 MJ0027* NAD 83(1986)-  41 30 28.     (N)    094 00 46.     (W)     SCALED    
 MJ0027* NAVD 88     -       278.348  (meters)     913.21   (feet)  ADJUSTED  
 MJ0027  ___________________________________________________________________
 MJ0027  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 MJ0027  DYNAMIC HT  -         278.223 (meters)     912.80  (feet)  COMP
 MJ0027  MODELED GRAV-     980,169.4   (mgal)                       NAVD 88
 MJ0027
 MJ0027  VERT ORDER  -  FIRST     CLASS II
 MJ0027
 MJ0027.The horizontal coordinates were scaled from a topographic map and have
 MJ0027.an estimated accuracy of +/- 6 seconds.
 MJ0027
 MJ0027.The orthometric height was determined by differential leveling
 MJ0027.and adjusted by the National Geodetic Survey in June 1991..
 MJ0027
 MJ0027.The geoid height was determined by GEOID03.
 MJ0027
 MJ0027.The dynamic height is computed by dividing the NAVD 88
 MJ0027.geopotential number by the normal gravity value computed on the
 MJ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0027.degrees latitude (g = 980.6199 gals.).
 MJ0027
 MJ0027.The modeled gravity was interpolated from observed gravity values.
 MJ0027
 MJ0027;                    North         East    Units  Estimated Accuracy
 MJ0027;SPC IA S     -   167,570.      457,190.      MT  (+/- 180 meters Scaled)
 MJ0027
 MJ0027                          SUPERSEDED SURVEY CONTROL
 MJ0027
 MJ0027  NGVD 29 (??/??/92)  278.287  (m)          913.01   (f) ADJ UNCH    1 2
 MJ0027
 MJ0027.Superseded values are not recommended for survey control.
 MJ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0027.See file dsdata.txt to determine how the superseded data were derived.
 MJ0027
 MJ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF154956(NAD 83)
 MJ0027_MARKER: DD = SURVEY DISK
 MJ0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0027_STAMPING: TT 4 MT 1948
 MJ0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0027+STABILITY: SURFACE MOTION
 MJ0027
 MJ0027  HISTORY     - Date     Condition        Report By
 MJ0027  HISTORY     - 1948     MONUMENTED       USGS
 MJ0027  HISTORY     - 1950     GOOD             NGS
 MJ0027
 MJ0027                          STATION DESCRIPTION
 MJ0027
 MJ0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0027'2 MI S FROM DE SOTO.
 MJ0027'0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT DE SOTO,
 MJ0027'THENCE 1.8 MILES SOUTH ALONG U.S. HIGHWAY 169, ACROSS THE HIGHWAY
 MJ0027'FROM A SMALL STORE AND SERVICE STATION, 77 FEET WEST OF THE CENTER
 MJ0027'LINE OF THE HIGHWAY, 18 FEET NORTH OF THE CENTER OF A GATE, 1.4
 MJ0027'FEET EAST OF A FENCE, 1.9 FEET SOUTH OF A WITNESS POST, SET IN
 MJ0027'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0699 ***********************************************************************
 NJ0699  DESIGNATION -  TT 40 T
 NJ0699  PID         -  NJ0699
 NJ0699  STATE/COUNTY-  IA/CLAYTON
 NJ0699  USGS QUAD   -  GARNAVILLO (1962)
 NJ0699
 NJ0699                         *CURRENT SURVEY CONTROL
 NJ0699  ___________________________________________________________________
 NJ0699* NAD 83(1996)-  42 45 23.89008(N)    091 07 44.85077(W)     ADJUSTED  
 NJ0699* NAVD 88     -       291.28   (+/-2cm)     955.6    (feet)  VERTCON   
 NJ0699  ___________________________________________________________________
 NJ0699  LAPLACE CORR-          -6.49  (seconds)                    DEFLEC99
 NJ0699  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 NJ0699
 NJ0699  HORZ ORDER  -  SECOND
 NJ0699  VERT ORDER  -  THIRD ? (See Below)
 NJ0699
 NJ0699.The horizontal coordinates were established by classical geodetic methods
 NJ0699.and adjusted by the National Geodetic Survey in May 1999..
 NJ0699
 NJ0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0699.The vertical order pertains to the NGVD 29 superseded value.
 NJ0699
 NJ0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0699
 NJ0699.The geoid height was determined by GEOID03.
 NJ0699
 NJ0699;                    North         East     Units Scale Factor Converg.
 NJ0699;SPC IA N     - 1,142,304.327 1,694,048.836   MT  0.99994657   +1 36 24.7
 NJ0699;SPC WI S     -    84,681.614   507,570.759   MT  0.99999538   -0 46 33.0
 NJ0699;SPC WI S     -   277,826.26  1,665,255.07   sFT  0.99999538   -0 46 33.0
 NJ0699;UTM  15      - 4,735,487.414   653,094.541   MT  0.99988836   +1 16 13.3
 NJ0699
 NJ0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0699!SPC IA N     -   0.99995927  x   0.99994657  =   0.99990585
 NJ0699!SPC WI S     -   0.99995927  x   0.99999538  =   0.99995465
 NJ0699!UTM  15      -   0.99995927  x   0.99988836  =   0.99984764
 NJ0699
 NJ0699                          SUPERSEDED SURVEY CONTROL
 NJ0699
 NJ0699  NAD 83(1996)-  42 45 23.89008(N)    091 07 44.85077(W) AD(       ) 2
 NJ0699  NAD 83(1996)-  42 45 23.88108(N)    091 07 44.84259(W) AD(       ) 2
 NJ0699  NAD 83(1986)-  42 45 23.88016(N)    091 07 44.84476(W) AD(       ) 2
 NJ0699  NAD 27      -  42 45 23.91410(N)    091 07 44.39140(W) AD(       ) 2
 NJ0699  NGVD 29 (07/19/86)  291.33   (m)          955.8    (f) LEVELING    3  
 NJ0699
 NJ0699.Superseded values are not recommended for survey control.
 NJ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0699.See file dsdata.txt to determine how the superseded data were derived.
 NJ0699
 NJ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5309535487(NAD 83)
 NJ0699_MARKER: DB = BENCH MARK DISK
 NJ0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NJ0699_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0699+STABILITY: SURFACE MOTION
 NJ0699
 NJ0699  HISTORY     - Date     Condition        Report By
 NJ0699  HISTORY     - 1961     MONUMENTED       USGS
 NJ0699  HISTORY     - 1980     MARK NOT FOUND   NGS
 NJ0699
 NJ0699                          STATION DESCRIPTION
 NJ0699
 NJ0699'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (BRB)
 NJ0699'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF OSTERDOCK, ABOUT
 NJ0699'2 MILES SOUTHWEST OF GUTTENBERG, NEAR THE CENTER OF SEC.
 NJ0699'30, T. 92 N., R. 2 W., AND ON THE PROPERTY OF MR. V.A. NUEHRING.
 NJ0699'IT IS 32 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD,
 NJ0699'31 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, AND 1 FOOT
 NJ0699'SOUTH OF A WIRE FENCE.  IT IS A STANDARD U.S. GEOLOGICAL
 NJ0699'SURVEY BENCH MARK DISK STAMPED TT40T 1935 942 (FEET ELEVATION),
 NJ0699'SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS
 NJ0699'3 INCHES.
 NJ0699'
 NJ0699'TO REACH FROM THE RAILROAD DEPOT IN GUTTENBERG, GO WEST ON
 NJ0699'A PAVED STREET FOR 0.1 MILE TO A T-ROAD.  TURN LEFT AND GO
 NJ0699'SOUTH ON U.S. HIGHWAY 52 FOR 2.8 MILES TO A SIDE ROAD RIGHT.
 NJ0699'TURN RIGHT AND GO WESTERLY ON A GRAVELED ROAD FOR 2.4 MILES
 NJ0699'TO THE STATION ON THE LEFT, JUST BEFORE REACHING A T-ROAD.
 NJ0699'
 NJ0699'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GUTTEN,
 NJ0699'THE DISTANCE IS 103.91 FEET AND 31.6726 METERS.
 NJ0699
 NJ0699                          STATION RECOVERY (1980)
 NJ0699
 NJ0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 NJ0699'THE STATION WAS SEARCHED FOR BUT NOT FOUND AND IS PRESUMED DESTROYED
 NJ0699'BY RECENT ROAD CONSTRUCTION.  THIS STATION BEEN CONNECTED TO
 NJ0699'TRIANGULATION STATION---GUTTEN---BY TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0095 ***********************************************************************
 MJ0095  DESIGNATION -  TT 5 MT
 MJ0095  PID         -  MJ0095
 MJ0095  STATE/COUNTY-  IA/MADISON
 MJ0095  USGS QUAD   -  EARLHAM EAST (1983)
 MJ0095
 MJ0095                         *CURRENT SURVEY CONTROL
 MJ0095  ___________________________________________________________________
 MJ0095* NAD 83(1986)-  41 29 33.     (N)    094 01 55.     (W)     SCALED    
 MJ0095* NAVD 88     -       322.649  (meters)    1058.56   (feet)  ADJUSTED  
 MJ0095  ___________________________________________________________________
 MJ0095  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 MJ0095  DYNAMIC HT  -         322.506 (meters)    1058.09  (feet)  COMP
 MJ0095  MODELED GRAV-     980,171.1   (mgal)                       NAVD 88
 MJ0095
 MJ0095  VERT ORDER  -  FIRST     CLASS II
 MJ0095
 MJ0095.The horizontal coordinates were scaled from a topographic map and have
 MJ0095.an estimated accuracy of +/- 6 seconds.
 MJ0095
 MJ0095.The orthometric height was determined by differential leveling
 MJ0095.and adjusted by the National Geodetic Survey in June 1991..
 MJ0095
 MJ0095.The geoid height was determined by GEOID03.
 MJ0095
 MJ0095.The dynamic height is computed by dividing the NAVD 88
 MJ0095.geopotential number by the normal gravity value computed on the
 MJ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0095.degrees latitude (g = 980.6199 gals.).
 MJ0095
 MJ0095.The modeled gravity was interpolated from observed gravity values.
 MJ0095
 MJ0095;                    North         East    Units  Estimated Accuracy
 MJ0095;SPC IA S     -   165,880.      455,580.      MT  (+/- 180 meters Scaled)
 MJ0095
 MJ0095                          SUPERSEDED SURVEY CONTROL
 MJ0095
 MJ0095  NGVD 29 (??/??/92)  322.589  (m)         1058.36   (f) ADJ UNCH    1 2
 MJ0095
 MJ0095.Superseded values are not recommended for survey control.
 MJ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0095.See file dsdata.txt to determine how the superseded data were derived.
 MJ0095
 MJ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF138939(NAD 83)
 MJ0095_MARKER: DB = BENCH MARK DISK
 MJ0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0095_STAMPING: TT 5 MT 1948
 MJ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0095+STABILITY: SURFACE MOTION
 MJ0095
 MJ0095  HISTORY     - Date     Condition        Report By
 MJ0095  HISTORY     - 1948     MONUMENTED       USGS
 MJ0095  HISTORY     - 1950     GOOD             NGS
 MJ0095
 MJ0095                          STATION DESCRIPTION
 MJ0095
 MJ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0095'5.2 MI E FROM EARLHAM.
 MJ0095'2.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0095'RAILROAD FROM THE STATION AT EARLHAM, THENCE 0.35 MILE NORTH
 MJ0095'ALONG A GRAVELED ROAD, THENCE 1.5 MILES EAST ALONG A GRAVELED
 MJ0095'ROAD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.0
 MJ0095'MILE EAST ALONG A GRAVELED ROAD, AT A JUNCTION WITH A PRIVATE
 MJ0095'ROAD LEADING SOUTH, 80 FEET NORTHWEST OF THE NORTHWEST CORNER
 MJ0095'OF A FARMHOUSE, 69 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN
 MJ0095'ROAD, 31 FEET EAST OF THE CENTER LINE OF THE PRIVATE ROAD,
 MJ0095'14 FEET NORTH OF THE CENTER OF A GATE, 1.4 FEET WEST OF A
 MJ0095'FENCE, 1.7 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 MJ0095'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0093 ***********************************************************************
 MJ0093  DESIGNATION -  TT 6 MT
 MJ0093  PID         -  MJ0093
 MJ0093  STATE/COUNTY-  IA/MADISON
 MJ0093  USGS QUAD   -  EARLHAM EAST (1983)
 MJ0093
 MJ0093                         *CURRENT SURVEY CONTROL
 MJ0093  ___________________________________________________________________
 MJ0093* NAD 83(1986)-  41 29 47.     (N)    094 04 00.     (W)     SCALED    
 MJ0093* NAVD 88     -       325.342  (meters)    1067.39   (feet)  ADJUSTED  
 MJ0093  ___________________________________________________________________
 MJ0093  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 MJ0093  DYNAMIC HT  -         325.198 (meters)    1066.92  (feet)  COMP
 MJ0093  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 MJ0093
 MJ0093  VERT ORDER  -  FIRST     CLASS II
 MJ0093
 MJ0093.The horizontal coordinates were scaled from a topographic map and have
 MJ0093.an estimated accuracy of +/- 6 seconds.
 MJ0093
 MJ0093.The orthometric height was determined by differential leveling
 MJ0093.and adjusted by the National Geodetic Survey in June 1991..
 MJ0093
 MJ0093.The geoid height was determined by GEOID03.
 MJ0093
 MJ0093.The dynamic height is computed by dividing the NAVD 88
 MJ0093.geopotential number by the normal gravity value computed on the
 MJ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0093.degrees latitude (g = 980.6199 gals.).
 MJ0093
 MJ0093.The modeled gravity was interpolated from observed gravity values.
 MJ0093
 MJ0093;                    North         East    Units  Estimated Accuracy
 MJ0093;SPC IA S     -   166,330.      452,690.      MT  (+/- 180 meters Scaled)
 MJ0093
 MJ0093                          SUPERSEDED SURVEY CONTROL
 MJ0093
 MJ0093  NGVD 29 (??/??/92)  325.282  (m)         1067.20   (f) ADJ UNCH    1 2
 MJ0093
 MJ0093.Superseded values are not recommended for survey control.
 MJ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0093.See file dsdata.txt to determine how the superseded data were derived.
 MJ0093
 MJ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF109944(NAD 83)
 MJ0093_MARKER: DD = SURVEY DISK
 MJ0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0093_STAMPING: TT 6 MT 1948
 MJ0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0093+STABILITY: SURFACE MOTION
 MJ0093
 MJ0093  HISTORY     - Date     Condition        Report By
 MJ0093  HISTORY     - 1948     MONUMENTED       USGS
 MJ0093  HISTORY     - 1950     GOOD             NGS
 MJ0093
 MJ0093                          STATION DESCRIPTION
 MJ0093
 MJ0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0093'3.2 MI E FROM EARLHAM.
 MJ0093'2.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0093'RAILROAD FROM THE STATION AT EARLHAM, THENCE 0.35 MILE
 MJ0093'NORTH ALONG A GRAVELED ROAD, THENCE 0.65 MILE EAST ALONG A
 MJ0093'GRAVELED ROAD, 72 FEET NORTHEAST OF BENCH MARK Y 161, 81 FEET
 MJ0093'EAST OF A FENCE CORNER, 29 FEET NORTH OF THE CENTER LINE OF AN
 MJ0093'EAST AND WEST ROAD, 47 FEET WEST OF THE CENTER LINE OF A
 MJ0093'PRIVATE DRIVEWAY LEADING TO A FARMHOUSE, 1.4 FEET SOUTH OF A
 MJ0093'FENCE, 1.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MJ0093'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0082 ***********************************************************************
 MJ0082  DESIGNATION -  TT 7 MT
 MJ0082  PID         -  MJ0082
 MJ0082  STATE/COUNTY-  IA/MADISON
 MJ0082  USGS QUAD   -  EARLHAM WEST (1983)
 MJ0082
 MJ0082                         *CURRENT SURVEY CONTROL
 MJ0082  ___________________________________________________________________
 MJ0082* NAD 83(1986)-  41 29 47.     (N)    094 09 37.     (W)     SCALED    
 MJ0082* NAVD 88     -       340.452  (meters)    1116.97   (feet)  ADJUSTED  
 MJ0082  ___________________________________________________________________
 MJ0082  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 MJ0082  DYNAMIC HT  -         340.302 (meters)    1116.47  (feet)  COMP
 MJ0082  MODELED GRAV-     980,173.0   (mgal)                       NAVD 88
 MJ0082
 MJ0082  VERT ORDER  -  FIRST     CLASS II
 MJ0082
 MJ0082.The horizontal coordinates were scaled from a topographic map and have
 MJ0082.an estimated accuracy of +/- 6 seconds.
 MJ0082
 MJ0082.The orthometric height was determined by differential leveling
 MJ0082.and adjusted by the National Geodetic Survey in June 1991..
 MJ0082
 MJ0082.The geoid height was determined by GEOID03.
 MJ0082
 MJ0082.The dynamic height is computed by dividing the NAVD 88
 MJ0082.geopotential number by the normal gravity value computed on the
 MJ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0082.degrees latitude (g = 980.6199 gals.).
 MJ0082
 MJ0082.The modeled gravity was interpolated from observed gravity values.
 MJ0082
 MJ0082;                    North         East    Units  Estimated Accuracy
 MJ0082;SPC IA S     -   166,380.      444,870.      MT  (+/- 180 meters Scaled)
 MJ0082
 MJ0082                          SUPERSEDED SURVEY CONTROL
 MJ0082
 MJ0082  NGVD 29 (??/??/92)  340.389  (m)         1116.76   (f) ADJ UNCH    1 2
 MJ0082
 MJ0082.Superseded values are not recommended for survey control.
 MJ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0082.See file dsdata.txt to determine how the superseded data were derived.
 MJ0082
 MJ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF031945(NAD 83)
 MJ0082_MARKER: DD = SURVEY DISK
 MJ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0082_STAMPING: TT 7 MT 1948
 MJ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0082+STABILITY: SURFACE MOTION
 MJ0082
 MJ0082  HISTORY     - Date     Condition        Report By
 MJ0082  HISTORY     - 1948     MONUMENTED       USGS
 MJ0082  HISTORY     - 1950     GOOD             NGS
 MJ0082
 MJ0082                          STATION DESCRIPTION
 MJ0082
 MJ0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0082'1.8 MI W FROM EARLHAM.
 MJ0082'1.8 MILES WEST ALONG COUNTY ROAD P FROM THE SCHOOL AT EARLHAM,
 MJ0082'BETWEEN THE ROAD AND THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0082'RAILROAD, 0.1 MILE WEST OF A RAILROAD CROSSING, 59 FEET SOUTH
 MJ0082'OF THE SOUTH RAIL, 33 FEET NORTH OF THE CENTER LINE OF THE
 MJ0082'ROAD, 2.1 FEET SOUTHWEST OF A TELEPHONE POLE, 1.5 FEET EAST OF
 MJ0082'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 MJ0082'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0509 ***********************************************************************
 LE0509  DESIGNATION -  TT 8 M
 LE0509  PID         -  LE0509
 LE0509  STATE/COUNTY-  IA/MONROE
 LE0509  USGS QUAD   -  ICONIUM (1982)
 LE0509
 LE0509                         *CURRENT SURVEY CONTROL
 LE0509  ___________________________________________________________________
 LE0509* NAD 83(1996)-  40 57 41.94839(N)    092 53 33.73832(W)     ADJUSTED  
 LE0509* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 LE0509  ___________________________________________________________________
 LE0509  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 LE0509  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LE0509
 LE0509  HORZ ORDER  -  SECOND
 LE0509
 LE0509.The horizontal coordinates were established by classical geodetic methods
 LE0509.and adjusted by the National Geodetic Survey in May 1999..
 LE0509
 LE0509.The orthometric height was scaled from a topographic map.
 LE0509
 LE0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0509
 LE0509.The geoid height was determined by GEOID03.
 LE0509
 LE0509;                    North         East     Units Scale Factor Converg.
 LE0509;SPC IA S     -   106,968.169   551,121.860   MT  0.99995704   +0 24 00.1
 LE0509;UTM  15      - 4,534,505.663   509,028.895   MT  0.99960100   +0 04 13.2
 LE0509
 LE0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0509!SPC IA S     -   0.99995843  x   0.99995704  =   0.99991548
 LE0509!UTM  15      -   0.99995843  x   0.99960100  =   0.99955945
 LE0509
 LE0509                          SUPERSEDED SURVEY CONTROL
 LE0509
 LE0509  NAD 83(1986)-  40 57 41.95385(N)    092 53 33.75237(W) AD(       ) 2
 LE0509  NAD 27      -  40 57 41.92800(N)    092 53 33.04530(W) AD(       ) 2
 LE0509
 LE0509.Superseded values are not recommended for survey control.
 LE0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0509.See file dsdata.txt to determine how the superseded data were derived.
 LE0509
 LE0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF0902934506(NAD 83)
 LE0509_MARKER: DB = BENCH MARK DISK
 LE0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0509_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0509+STABILITY: SURFACE MOTION
 LE0509
 LE0509  HISTORY     - Date     Condition        Report By
 LE0509  HISTORY     - 1956     MONUMENTED       USGS
 LE0509
 LE0509                          STATION DESCRIPTION
 LE0509
 LE0509'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (FAR)
 LE0509'STATION IS ABOUT 6.25 MILES SOUTHWEST OF ALBIA, IN PASTURE
 LE0509'LAND OWNED BY MR. LEO MITCHELL AND IS IN SECTION 11, T. 71 N., R.
 LE0509'18 W.
 LE0509'
 LE0509'IT IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED TT 8
 LE0509'M 1935, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT
 LE0509'WHICH PROJECTS 4 INCHES.  IT IS 26.5 FEET NORTH OF THE CENTER
 LE0509'OF A GRAVEL ROAD, 9 FEET EAST-NORTHEAST OF EAST GATE POST AND 4
 LE0509'FEET NORTH OF AN EAST-WEST FENCE LINE.  A STANDARD WITNESS POST
 LE0509'WAS SET 1 FOOT SOUTH OF THE MARK.
 LE0509'
 LE0509'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MITCHELL,
 LE0509'DISTANCE BEING 54.53 FEET, (16.619 METERS) NORTH-NORTHEAST OF
 LE0509'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0023 ***********************************************************************
 MJ0023  DESIGNATION -  TT 8 MT
 MJ0023  PID         -  MJ0023
 MJ0023  STATE/COUNTY-  IA/DALLAS
 MJ0023  USGS QUAD   -  REDFIELD (1982)
 MJ0023
 MJ0023                         *CURRENT SURVEY CONTROL
 MJ0023  ___________________________________________________________________
 MJ0023* NAD 83(1986)-  41 30 20.     (N)    094 12 15.     (W)     SCALED    
 MJ0023* NAVD 88     -       347.956  (meters)    1141.59   (feet)  ADJUSTED  
 MJ0023  ___________________________________________________________________
 MJ0023  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 MJ0023  DYNAMIC HT  -         347.804 (meters)    1141.09  (feet)  COMP
 MJ0023  MODELED GRAV-     980,177.7   (mgal)                       NAVD 88
 MJ0023
 MJ0023  VERT ORDER  -  FIRST     CLASS II
 MJ0023
 MJ0023.The horizontal coordinates were scaled from a topographic map and have
 MJ0023.an estimated accuracy of +/- 6 seconds.
 MJ0023
 MJ0023.The orthometric height was determined by differential leveling
 MJ0023.and adjusted by the National Geodetic Survey in June 1991..
 MJ0023
 MJ0023.The geoid height was determined by GEOID03.
 MJ0023
 MJ0023.The dynamic height is computed by dividing the NAVD 88
 MJ0023.geopotential number by the normal gravity value computed on the
 MJ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0023.degrees latitude (g = 980.6199 gals.).
 MJ0023
 MJ0023.The modeled gravity was interpolated from observed gravity values.
 MJ0023
 MJ0023;                    North         East    Units  Estimated Accuracy
 MJ0023;SPC IA S     -   167,430.      441,210.      MT  (+/- 180 meters Scaled)
 MJ0023
 MJ0023                          SUPERSEDED SURVEY CONTROL
 MJ0023
 MJ0023  NGVD 29 (??/??/92)  347.893  (m)         1141.38   (f) ADJ UNCH    1 2
 MJ0023
 MJ0023.Superseded values are not recommended for survey control.
 MJ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0023.See file dsdata.txt to determine how the superseded data were derived.
 MJ0023
 MJ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF995955(NAD 83)
 MJ0023_MARKER: DD = SURVEY DISK
 MJ0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0023_STAMPING: TT 8 MT 1948
 MJ0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0023+STABILITY: SURFACE MOTION
 MJ0023
 MJ0023  HISTORY     - Date     Condition        Report By
 MJ0023  HISTORY     - 1948     MONUMENTED       USGS
 MJ0023  HISTORY     - 1950     GOOD             NGS
 MJ0023
 MJ0023                          STATION DESCRIPTION
 MJ0023
 MJ0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0023'1.4 MI SE FROM DEXTER.
 MJ0023'1.2 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0023'RAILROAD FROM THE STATION AT DEXTER, THENCE 0.2 MILE SOUTH ALONG
 MJ0023'COUNTY ROAD P, 0.1 MILE NORTH OF A CURVE IN THE ROAD, 28 FEET
 MJ0023'EAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET WEST OF A FENCE,
 MJ0023'1.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MJ0023'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0019 ***********************************************************************
 MJ0019  DESIGNATION -  TT 9 MT
 MJ0019  PID         -  MJ0019
 MJ0019  STATE/COUNTY-  IA/DALLAS
 MJ0019  USGS QUAD   -  REDFIELD (1982)
 MJ0019
 MJ0019                         *CURRENT SURVEY CONTROL
 MJ0019  ___________________________________________________________________
 MJ0019* NAD 83(1986)-  41 31 05.     (N)    094 13 57.     (W)     SCALED    
 MJ0019* NAVD 88     -       350.742  (meters)    1150.73   (feet)  ADJUSTED  
 MJ0019  ___________________________________________________________________
 MJ0019  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 MJ0019  DYNAMIC HT  -         350.591 (meters)    1150.23  (feet)  COMP
 MJ0019  MODELED GRAV-     980,184.7   (mgal)                       NAVD 88
 MJ0019
 MJ0019  VERT ORDER  -  FIRST     CLASS II
 MJ0019
 MJ0019.The horizontal coordinates were scaled from a topographic map and have
 MJ0019.an estimated accuracy of +/- 6 seconds.
 MJ0019
 MJ0019.The orthometric height was determined by differential leveling
 MJ0019.and adjusted by the National Geodetic Survey in June 1991..
 MJ0019
 MJ0019.The geoid height was determined by GEOID03.
 MJ0019
 MJ0019.The dynamic height is computed by dividing the NAVD 88
 MJ0019.geopotential number by the normal gravity value computed on the
 MJ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0019.degrees latitude (g = 980.6199 gals.).
 MJ0019
 MJ0019.The modeled gravity was interpolated from observed gravity values.
 MJ0019
 MJ0019;                    North         East    Units  Estimated Accuracy
 MJ0019;SPC IA S     -   168,840.      438,860.      MT  (+/- 180 meters Scaled)
 MJ0019
 MJ0019                          SUPERSEDED SURVEY CONTROL
 MJ0019
 MJ0019  NGVD 29 (??/??/92)  350.680  (m)         1150.52   (f) ADJ UNCH    1 2
 MJ0019
 MJ0019.Superseded values are not recommended for survey control.
 MJ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0019.See file dsdata.txt to determine how the superseded data were derived.
 MJ0019
 MJ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF971970(NAD 83)
 MJ0019_MARKER: DD = SURVEY DISK
 MJ0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0019_STAMPING: TT 9 MT 1948
 MJ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0019+STABILITY: SURFACE MOTION
 MJ0019
 MJ0019  HISTORY     - Date     Condition        Report By
 MJ0019  HISTORY     - 1948     MONUMENTED       USGS
 MJ0019  HISTORY     - 1950     GOOD             NGS
 MJ0019
 MJ0019                          STATION DESCRIPTION
 MJ0019
 MJ0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0019'0.4 MI W FROM DEXTER.
 MJ0019'0.1 MILE NORTH ALONG THE MAIN STREET FROM THE POST OFFICE AT
 MJ0019'DEXTER, THENCE 0.25 MILE WEST ALONG U.S. HIGHWAY 6, ACROSS A NORTH
 MJ0019'AND SOUTH STREET FROM THE MORGAN OIL COMPANY STATION, 91.5 FEET
 MJ0019'NORTHEAST OF BENCH MARK 25-62 (IA.G.S.), 36 FEET NORTH OF THE
 MJ0019'CENTER LINE OF THE HIGHWAY, 45 FEET WEST OF THE CENTER LINE OF A
 MJ0019'PRIVATE DRIVEWAY LEADING TO THE DEXTER MOTEL, 36 FEET EAST OF THE
 MJ0019'CENTER LINE OF A NORTH AND SOUTH STREET, 7 FEET NORTHEAST OF THE
 MJ0019'CENTER OF A FIRE HYDRANT, 1.6 FEET SOUTHWEST OF A FENCE CORNER,
 MJ0019'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0790 ***********************************************************************
 NL0790  DESIGNATION -  TT9C
 NL0790  PID         -  NL0790
 NL0790  STATE/COUNTY-  IA/CALHOUN
 NL0790  USGS QUAD   -  CHURDAN (1985)
 NL0790
 NL0790                         *CURRENT SURVEY CONTROL
 NL0790  ___________________________________________________________________
 NL0790* NAD 83(1996)-  42 14 16.45643(N)    094 29 41.62752(W)     ADJUSTED  
 NL0790* NAVD 88     -       348.6    (meters)    1144.     (feet)  VERTCON   
 NL0790  ___________________________________________________________________
 NL0790  LAPLACE CORR-           8.98  (seconds)                    DEFLEC99
 NL0790  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 NL0790
 NL0790  HORZ ORDER  -  THIRD
 NL0790  VERT ORDER  -  THIRD ? (See Below)
 NL0790
 NL0790.The horizontal coordinates were established by classical geodetic methods
 NL0790.and adjusted by the National Geodetic Survey in May 1999..
 NL0790
 NL0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0790.The vertical order pertains to the NGVD 29 superseded value.
 NL0790
 NL0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0790
 NL0790.The geoid height was determined by GEOID03.
 NL0790
 NL0790;                    North         East     Units Scale Factor Converg.
 NL0790;SPC IA N     - 1,082,446.784 1,417,883.892   MT  0.99997333   -0 40 27.4
 NL0790;UTM  15      - 4,677,272.803   376,657.068   MT  0.99978719   -1 00 18.0
 NL0790
 NL0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0790!SPC IA N     -   0.99994971  x   0.99997333  =   0.99992304
 NL0790!UTM  15      -   0.99994971  x   0.99978719  =   0.99973691
 NL0790
 NL0790:                Primary Azimuth Mark                     Grid Az
 NL0790:SPC IA N     -  FARNHAMVILLE GRAIN ELEVATOR              062 27 03.0
 NL0790:UTM  15      -  FARNHAMVILLE GRAIN ELEVATOR              062 46 53.6
 NL0790
 NL0790|---------------------------------------------------------------------|
 NL0790| PID    Reference Object                     Distance      Geod. Az  |
 NL0790|                                                           dddmmss.s |
 NL0790| CI6308 FARNHAMVILLE GRAIN ELEVATOR                        0614635.6 |
 NL0790|---------------------------------------------------------------------|
 NL0790
 NL0790                          SUPERSEDED SURVEY CONTROL
 NL0790
 NL0790  NAD 83(1986)-  42 14 16.44658(N)    094 29 41.62738(W) AD(       ) 3
 NL0790  NAD 27      -  42 14 16.50888(N)    094 29 40.71682(W) AD(       ) 3
 NL0790  NGVD 29 (07/19/86)  348.6    (m)         1144.     (f) LEVELING    3  
 NL0790
 NL0790.Superseded values are not recommended for survey control.
 NL0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0790.See file dsdata.txt to determine how the superseded data were derived.
 NL0790
 NL0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG7665777273(NAD 83)
 NL0790_MARKER: DD = SURVEY DISK
 NL0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0790_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0790+STABILITY: SURFACE MOTION
 NL0790
 NL0790  HISTORY     - Date     Condition        Report By
 NL0790  HISTORY     - 1936     MONUMENTED       USGS
 NL0790
 NL0790                          STATION DESCRIPTION
 NL0790
 NL0790'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 NL0790'LOHRVILLE, ABOUT 2.0 MI S. AND 3.0 MI E. OF, 33 FT S. AND 65 FT W. OF
 NL0790'CROSSROADS, AT COR. SECS. 19, 20, 29 AND 30, T. 86 N., R. 31 W., 42
 NL0790'FT W. OF FENCE CORNER, IN CONCRETE POST.  STANDARD TABLET STAMPED---TT
 NL0790'9 C 1936---SMALLEST PIPE /S. ONE/ OF VENTILATOR ATOP GRAIN
 NL0790'ELEVATOR IN FARNHAMVILLE ABOUT 5.0 MI DISTANT--N 61 DEG 46 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0254 ***********************************************************************
 LE0254  DESIGNATION -  TTS 23 E
 LE0254  PID         -  LE0254
 LE0254  STATE/COUNTY-  IA/WAYNE
 LE0254  USGS QUAD   -  CORYDON (1982)
 LE0254
 LE0254                         *CURRENT SURVEY CONTROL
 LE0254  ___________________________________________________________________
 LE0254* NAD 83(1986)-  40 45 25.     (N)    093 19 05.     (W)     SCALED    
 LE0254* NAVD 88     -       333.312  (meters)    1093.54   (feet)  ADJUSTED  
 LE0254  ___________________________________________________________________
 LE0254  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LE0254  DYNAMIC HT  -         333.149 (meters)    1093.01  (feet)  COMP
 LE0254  MODELED GRAV-     980,126.0   (mgal)                       NAVD 88
 LE0254
 LE0254  VERT ORDER  -  SECOND    CLASS 0
 LE0254
 LE0254.The horizontal coordinates were scaled from a topographic map and have
 LE0254.an estimated accuracy of +/- 6 seconds.
 LE0254
 LE0254.The orthometric height was determined by differential leveling
 LE0254.and adjusted by the National Geodetic Survey in June 1991..
 LE0254
 LE0254.The geoid height was determined by GEOID03.
 LE0254
 LE0254.The dynamic height is computed by dividing the NAVD 88
 LE0254.geopotential number by the normal gravity value computed on the
 LE0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0254.degrees latitude (g = 980.6199 gals.).
 LE0254
 LE0254.The modeled gravity was interpolated from observed gravity values.
 LE0254
 LE0254;                    North         East    Units  Estimated Accuracy
 LE0254;SPC IA S     -    84,070.      515,360.      MT  (+/- 180 meters Scaled)
 LE0254
 LE0254                          SUPERSEDED SURVEY CONTROL
 LE0254
 LE0254  NGVD 29 (??/??/92)  333.232  (m)         1093.28   (f) ADJ UNCH    2 0
 LE0254
 LE0254.Superseded values are not recommended for survey control.
 LE0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0254.See file dsdata.txt to determine how the superseded data were derived.
 LE0254
 LE0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF731118(NAD 83)
 LE0254_MARKER: DB = BENCH MARK DISK
 LE0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0254_STAMPING: 1093 TT 23 E 1923
 LE0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0254+STABILITY: SURFACE MOTION
 LE0254
 LE0254  HISTORY     - Date     Condition        Report By
 LE0254  HISTORY     - 1923     MONUMENTED       CGS
 LE0254  HISTORY     - 1935     GOOD             NGS
 LE0254
 LE0254                          STATION DESCRIPTION
 LE0254
 LE0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0254'AT CORYDON.
 LE0254'AT CORYDON, AT THE COUNTY COURTHOUSE, ON THE SOUTH SIDE OF THE
 LE0254'COURTHOUSE YARD, 36 FEET NORTH OF THE CENTERLINE OF STATE
 LE0254'HIGHWAY 3, AND 5 FEET WEST OF A SIDEWALK LEADING TO THE
 LE0254'COURTHOUSE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LE0254'STAMPED 1093 TT 23 E 1923 AND SET IN THE TOP OF A CONCRETE POST
 LE0254'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0547 ***********************************************************************
 MG0547  DESIGNATION -  TTS 45 S
 MG0547  PID         -  MG0547
 MG0547  STATE/COUNTY-  IA/JOHNSON
 MG0547  USGS QUAD   -  IOWA CITY WEST (1994)
 MG0547
 MG0547                         *CURRENT SURVEY CONTROL
 MG0547  ___________________________________________________________________
 MG0547* NAD 83(1986)-  41 44 00.     (N)    091 34 32.     (W)     SCALED    
 MG0547* NAVD 88     -       234.323  (meters)     768.77   (feet)  ADJUSTED  
 MG0547  ___________________________________________________________________
 MG0547  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 MG0547  DYNAMIC HT  -         234.233 (meters)     768.48  (feet)  COMP
 MG0547  MODELED GRAV-     980,234.5   (mgal)                       NAVD 88
 MG0547
 MG0547  VERT ORDER  -  FIRST     CLASS II
 MG0547
 MG0547.The horizontal coordinates were scaled from a topographic map and have
 MG0547.an estimated accuracy of +/- 6 seconds.
 MG0547
 MG0547.The orthometric height was determined by differential leveling
 MG0547.and adjusted by the National Geodetic Survey in June 1991..
 MG0547
 MG0547.The geoid height was determined by GEOID03.
 MG0547
 MG0547.The dynamic height is computed by dividing the NAVD 88
 MG0547.geopotential number by the normal gravity value computed on the
 MG0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0547.degrees latitude (g = 980.6199 gals.).
 MG0547
 MG0547.The modeled gravity was interpolated from observed gravity values.
 MG0547
 MG0547;                    North         East    Units  Estimated Accuracy
 MG0547;SPC IA S     -   194,260.      660,090.      MT  (+/- 180 meters Scaled)
 MG0547
 MG0547                          SUPERSEDED SURVEY CONTROL
 MG0547
 MG0547  NGVD 29 (??/??/92)  234.35   (m)          768.9    (f) COMPUTED    1 2
 MG0547
 MG0547.Superseded values are not recommended for survey control.
 MG0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0547.See file dsdata.txt to determine how the superseded data were derived.
 MG0547
 MG0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG184211(NAD 83)
 MG0547_MARKER: DD = SURVEY DISK
 MG0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0547_STAMPING: TT 45 S 1929
 MG0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0547+STABILITY: SURFACE MOTION
 MG0547
 MG0547  HISTORY     - Date     Condition        Report By
 MG0547  HISTORY     - 1929     MONUMENTED       USGS
 MG0547  HISTORY     - 1935     GOOD             IAGS
 MG0547
 MG0547                          STATION DESCRIPTION
 MG0547
 MG0547'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 MG0547'1.6 MI SE FROM NORTH LIBERTY.
 MG0547'1.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 218 FROM THE INTERSECTION
 MG0547'OF MAIN STREET AT NORTH LIBERTY, JOHNSON COUNTY, 1/4 MILE NORTH
 MG0547'AND 1/4 MILE EAST OF THE SOUTHWEST CORNER OF SEC. 17, T,80 N., R.6
 MG0547'W., AT THE INTERSECTION OF A COUNTY ROAD LEADING SOUTH TO
 MG0547'CORALVILLE, 50 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 50 FEET
 MG0547'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 MG0547'SURVEY STANDARD DISK, STAMPED T.T. 45 S 1929 AND SET IN THE TOP OF
 MG0547'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0389 ***********************************************************************
 MG0389  DESIGNATION -  TTS 6
 MG0389  PID         -  MG0389
 MG0389  STATE/COUNTY-  IA/MUSCATINE
 MG0389  USGS QUAD   -  WEST LIBERTY (1965)
 MG0389
 MG0389                         *CURRENT SURVEY CONTROL
 MG0389  ___________________________________________________________________
 MG0389* NAD 83(1986)-  41 30 36.     (N)    091 17 29.     (W)     SCALED    
 MG0389* NAVD 88     -       193.696  (meters)     635.48   (feet)  ADJUSTED  
 MG0389  ___________________________________________________________________
 MG0389  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 MG0389  DYNAMIC HT  -         193.620 (meters)     635.23  (feet)  COMP
 MG0389  MODELED GRAV-     980,227.5   (mgal)                       NAVD 88
 MG0389
 MG0389  VERT ORDER  -  SECOND    CLASS 0
 MG0389
 MG0389.The horizontal coordinates were scaled from a topographic map and have
 MG0389.an estimated accuracy of +/- 6 seconds.
 MG0389
 MG0389.The orthometric height was determined by differential leveling
 MG0389.and adjusted by the National Geodetic Survey in June 1991..
 MG0389
 MG0389.The geoid height was determined by GEOID03.
 MG0389
 MG0389.The dynamic height is computed by dividing the NAVD 88
 MG0389.geopotential number by the normal gravity value computed on the
 MG0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0389.degrees latitude (g = 980.6199 gals.).
 MG0389
 MG0389.The modeled gravity was interpolated from observed gravity values.
 MG0389
 MG0389;                    North         East    Units  Estimated Accuracy
 MG0389;SPC IA S     -   170,030.      684,360.      MT  (+/- 180 meters Scaled)
 MG0389
 MG0389                          SUPERSEDED SURVEY CONTROL
 MG0389
 MG0389  NGVD 29 (??/??/92)  193.750  (m)          635.66   (f) ADJ UNCH    2 0
 MG0389
 MG0389.Superseded values are not recommended for survey control.
 MG0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0389.See file dsdata.txt to determine how the superseded data were derived.
 MG0389
 MG0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF425967(NAD 83)
 MG0389_MARKER: DD = SURVEY DISK
 MG0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0389_STAMPING: TTS 6 1929
 MG0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0389+STABILITY: SURFACE MOTION
 MG0389
 MG0389  HISTORY     - Date     Condition        Report By
 MG0389  HISTORY     - 1929     MONUMENTED       USGS
 MG0389  HISTORY     - 1934     GOOD             NGS
 MG0389  HISTORY     - 19980716 GOOD             USPSQD
 MG0389  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0389
 MG0389                          STATION DESCRIPTION
 MG0389
 MG0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0389'2.4 MI NE FROM NICHOLS.
 MG0389'2.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0389'RAILWAY FROM THE CITY HALL AT NICHOLS, MUSCATINE COUNTY, 1-1/2
 MG0389'POLES SOUTH OF MILEPOST 57, 320 FEET WEST OF THE NORTH CORNER OF
 MG0389'SECTION 2 AND 3, T. 77 N., R. 4 W., AT A PUBLIC-ROAD CROSSING, 18
 MG0389'FEET NORTH OF THE CENTERLINE OF THE ROAD, 18 FEET EAST OF THE
 MG0389'CENTERLINE OF THE TRACK, AT A CATTLE GUARD, AT THE SOUTH SIDE OF
 MG0389'THE RIGHT-OF-WAY FENCE, AND 3 FEET LOWER THE TRACK.  A UNITED
 MG0389'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED T.T.S. 6 1929 AND
 MG0389'SET IN THE TOP OF A CONCRETE POST.
 MG0389
 MG0389                          STATION RECOVERY (1998)
 MG0389
 MG0389'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0389'RECOVERED IN GOOD CONDITION.
 MG0389
 MG0389                          STATION RECOVERY (1998)
 MG0389
 MG0389'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1121 ***********************************************************************
 MJ1121  DESIGNATION -  TURK
 MJ1121  PID         -  MJ1121
 MJ1121  STATE/COUNTY-  IA/CASS
 MJ1121  USGS QUAD   -  ANITA SW (1971)
 MJ1121
 MJ1121                         *CURRENT SURVEY CONTROL
 MJ1121  ___________________________________________________________________
 MJ1121* NAD 83(1996)-  41 19 53.01878(N)    094 59 13.29149(W)     ADJUSTED  
 MJ1121* NAVD 88     -       398.7    (meters)    1308.     (feet)  GPS OBS   
 MJ1121  ___________________________________________________________________
 MJ1121  X           -    -416,972.985 (meters)                     COMP
 MJ1121  Y           -  -4,778,485.736 (meters)                     COMP
 MJ1121  Z           -   4,190,374.177 (meters)                     COMP
 MJ1121  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 MJ1121  ELLIP HEIGHT-         370.79  (meters)          (06/15/04) GPS OBS
 MJ1121  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 MJ1121
 MJ1121  HORZ ORDER  -  B
 MJ1121  ELLP ORDER  -  FOURTH    CLASS I
 MJ1121
 MJ1121.The horizontal coordinates were established by GPS observations
 MJ1121.and adjusted by the National Geodetic Survey in August 1997..
 MJ1121
 MJ1121.The orthometric height was determined by GPS observations and a
 MJ1121.high-resolution geoid model.
 MJ1121
 MJ1121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1121
 MJ1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1121
 MJ1121.The ellipsoidal height was determined by GPS observations
 MJ1121.and is referenced to NAD 83.
 MJ1121
 MJ1121.The geoid height was determined by GEOID03.
 MJ1121
 MJ1121;                    North         East     Units Scale Factor Converg.
 MJ1121;SPC IA S     -   148,913.966   375,529.748   MT  0.99995096   -0 58 46.2
 MJ1121;UTM  15      - 4,577,450.554   333,723.608   MT  0.99994027   -1 18 45.2
 MJ1121
 MJ1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1121!SPC IA S     -   0.99994184  x   0.99995096  =   0.99989281
 MJ1121!UTM  15      -   0.99994184  x   0.99994027  =   0.99988212
 MJ1121
 MJ1121|---------------------------------------------------------------------|
 MJ1121| PID    Reference Object                     Distance      Geod. Az  |
 MJ1121|                                                           dddmmss.s |
 MJ1121| CL7761 TURK RM 1                            12.539 METERS 08743     |
 MJ1121| CL7762 TURK RM 2                            19.657 METERS 16446     |
 MJ1121| MJ1188 TURK AZ MK                          APPROX. 3.4 KM 2004117.7 |
 MJ1121| MJ1190 LEWIS STATE PATROL RAD MAST         APPROX. 9.7 KM 2601405.1 |
 MJ1121|---------------------------------------------------------------------|
 MJ1121
 MJ1121                          SUPERSEDED SURVEY CONTROL
 MJ1121
 MJ1121  ELLIP H (08/25/97)  370.85   (m)                       GP(       ) 4 1
 MJ1121  NAD 83(1986)-  41 19 53.01151(N)    094 59 13.31639(W) AD(       ) 2
 MJ1121  NAD 27      -  41 19 53.04833(N)    094 59 12.35728(W) AD(       ) 2
 MJ1121  NGVD 29 (07/19/86)  398.6    (m)         1308.     (f) LEVELING    3  
 MJ1121
 MJ1121.Superseded values are not recommended for survey control.
 MJ1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1121.See file dsdata.txt to determine how the superseded data were derived.
 MJ1121
 MJ1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF3372477451(NAD 83)
 MJ1121_MARKER: DD = SURVEY DISK
 MJ1121_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1121_STAMPING: TURK 1968
 MJ1121_MARK LOGO: USGS  
 MJ1121_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1121+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 MJ1121
 MJ1121  HISTORY     - Date     Condition        Report By
 MJ1121  HISTORY     - 1968     MONUMENTED       USGS
 MJ1121  HISTORY     - 19960917 GOOD             IADT
 MJ1121  HISTORY     - 19990112 GOOD             MERRIC
 MJ1121
 MJ1121                          STATION DESCRIPTION
 MJ1121
 MJ1121'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1121'STATION IS LOCATED ABOUT 1 MI E. AND 5 MI S. OF ATLANTIC,
 MJ1121'ABOUT 0.1 MI W. OF COR. OF SECS. 3, 4, 33 AND 34, TS. 75 AND
 MJ1121'76 N., R. 36 W., IN THE RIGHT-OF-WAY OF AN E.-W. GRAVEL RD., ABOUT
 MJ1121'0.1 MI W. OF ITS INTERSECTION WITH U.S. HWY. 71.
 MJ1121'
 MJ1121'TO REACH THE STATION FROM THE POST OFFICE IN ATLANTIC,
 MJ1121'DRIVE 2 BLOCKS S. ON WALNUT STREET TO JCT. WITH U.S. HWY. 6,
 MJ1121'TURN LEFT AND DRIVE E. 1.5 MI ON HWY. 6 TO T-JCT. WITH
 MJ1121'U.S. HWY. 71, TURN RIGHT AND DRIVE 4.9 MI S. TO JCT. OF AN
 MJ1121'E.-W. GRAVEL RD., TURN RIGHT AND DRIVE W. 0.1 MI ON GRAVEL
 MJ1121'RD. TO STATION ON THE RIGHT.
 MJ1121'
 MJ1121'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED
 MJ1121'TURK 1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD,
 MJ1121'DRIVEN FLUSH WITH THE GROUND AND SET IN 6 IN. TILE FILLED
 MJ1121'WITH GRAVEL.
 MJ1121'
 MJ1121'STATION MARK IS 30 FT N. OF CENTER OF THE E.-W. RD., 14 FT
 MJ1121'E. OF CENTER OF APPROACH TO FIELD N., 5.6 FT E. OF E. GATE
 MJ1121'POST AND 2.4 FT S. OF THE RIGHT-OF-WAY FENCE AND A METAL
 MJ1121'WITNESS POST.  ELEVATION OF STATION MARK = 1307.643 FT, BY
 MJ1121'P. J. HOHENBERGER, BK. 1, P. 53.  1968.
 MJ1121'
 MJ1121'REFERENCE MARK 1 IS 41.14 FT (12.539 M.) E. OF STATION,
 MJ1121'32 FT N. OF CENTER OF THE RD. AND 1 FT S. OF THE RIGHT-OF-WAY
 MJ1121'FENCE AND A METAL WITNESS POST.
 MJ1121'
 MJ1121'REFERENCE MARK 2 IS 64.49 FT (19.656 M.) S.-SE. OF STATION,
 MJ1121'33 FT S. OF CENTER OF THE RD., 15 FT W. OF A POWER LINE POLE
 MJ1121'AND 1 FT N. OF THE RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1121
 MJ1121                          STATION RECOVERY (1996)
 MJ1121
 MJ1121'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 MJ1121'RECOVERED AS DESCRIBED.  A PINK STATE HARN SURVEY SIGN WAS PLACED 0.9
 MJ1121'M (3.0 FT) NNW OF THE MONUMENT.
 MJ1121
 MJ1121                          STATION RECOVERY (1999)
 MJ1121
 MJ1121'RECOVERY NOTE BY MERRICK AND COMPANY 1999 (KTK)
 MJ1121'RECOVERSD AS DESCRIBED
 MJ1121' 
 MJ1121'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1188 ***********************************************************************
 MJ1188  DESIGNATION -  TURK AZ MK
 MJ1188  PID         -  MJ1188
 MJ1188  STATE/COUNTY-  IA/CASS
 MJ1188  USGS QUAD   -  LEWIS (1971)
 MJ1188
 MJ1188                         *CURRENT SURVEY CONTROL
 MJ1188  ___________________________________________________________________
 MJ1188* NAD 83(1996)-  41 18 09.21461(N)    095 00 05.27305(W)     ADJUSTED  
 MJ1188* NAVD 88     -       401.4    (meters)    1317.     (feet)  VERTCON   
 MJ1188  ___________________________________________________________________
 MJ1188  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 MJ1188  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 MJ1188
 MJ1188  HORZ ORDER  -  SECOND
 MJ1188
 MJ1188.The horizontal coordinates were established by classical geodetic methods
 MJ1188.and adjusted by the National Geodetic Survey in May 1999..
 MJ1188
 MJ1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1188
 MJ1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1188
 MJ1188.The geoid height was determined by GEOID03.
 MJ1188
 MJ1188;                    North         East     Units Scale Factor Converg.
 MJ1188;SPC IA S     -   145,733.005   374,265.963   MT  0.99994994   -0 59 20.5
 MJ1188;UTM  15      - 4,574,277.009   332,441.384   MT  0.99994554   -1 19 16.8
 MJ1188
 MJ1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1188!SPC IA S     -   0.99994144  x   0.99994994  =   0.99989138
 MJ1188!UTM  15      -   0.99994144  x   0.99994554  =   0.99988698
 MJ1188
 MJ1188:                Primary Azimuth Mark                     Grid Az
 MJ1188:SPC IA S     -  TURK                                     021 40 03.9
 MJ1188:UTM  15      -  TURK                                     022 00 00.2
 MJ1188
 MJ1188|---------------------------------------------------------------------|
 MJ1188| PID    Reference Object                     Distance      Geod. Az  |
 MJ1188|                                                           dddmmss.s |
 MJ1188| MJ1121 TURK                                APPROX. 3.4 KM 0204043.4 |
 MJ1188|---------------------------------------------------------------------|
 MJ1188
 MJ1188                          SUPERSEDED SURVEY CONTROL
 MJ1188
 MJ1188  NAD 83(1996)-  41 18 09.20797(N)    095 00 05.29789(W) AD(       ) 2
 MJ1188  NAD 83(1986)-  41 18 09.20779(N)    095 00 05.29802(W) AD(       ) 2
 MJ1188  NAD 27      -  41 18 09.24335(N)    095 00 04.33752(W) AD(       ) 2
 MJ1188  NGVD 29 (07/19/86)  401.3    (m)         1317.     (f) VERT ANG       
 MJ1188
 MJ1188.Superseded values are not recommended for survey control.
 MJ1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1188.See file dsdata.txt to determine how the superseded data were derived.
 MJ1188
 MJ1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF3244174277(NAD 83)
 MJ1188_MARKER: DZ = AZIMUTH MARK DISK
 MJ1188_SETTING: 0 = UNSPECIFIED SETTING
 MJ1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ1188
 MJ1188  HISTORY     - Date     Condition        Report By
 MJ1188  HISTORY     - 1968     MONUMENTED       USGS
 MJ1188
 MJ1188                          STATION DESCRIPTION
 MJ1188
 MJ1188'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1188'STATION IS LOCATED 7 MI S. OF ATLANTIC, IN THE SW. QUARTER OF
 MJ1188'SW. QUARTER SEC. 9, T. 75 N., R. 36 W., IN THE RIGHT-OF-WAY OF
 MJ1188'STATE HWY. 414, 0.1 MI E. OF A GRAVEL RD. CROSSING.
 MJ1188'
 MJ1188'TO REACH THE STATION FROM THE POST OFFICE AT ATLANTIC, DRIVE 2
 MJ1188'BLOCKS S. ON WALNUT ST. TO JCT. WITH U.S. HWY. 6, TURN LEFT AND
 MJ1188'DRIVE E. FOR 1.5 MI ON HWY. 6 TO A T-JCT. WITH U.S. HWY. 71, TURN
 MJ1188'RIGHT AND DRIVE S. ON U.S. HWY. 71 FOR 7.0 MI TO JCT. WITH STATE
 MJ1188'HWY. 414, TURN RIGHT AND DRIVE W. ON STATE HWY. 414 FOR 0.9 MI
 MJ1188'TO STATION ON THE RIGHT.
 MJ1188'
 MJ1188'STATION IS A STANDARD AZIMUTH MARK TABLET STAMPED TURK 1968
 MJ1188'CRIMPED ON A 10 FT LENGTH OF COPPER COATED ROD, DRIVEN FLUSH
 MJ1188'WITH GROUND AND SET IN A 6 IN. TILE FILLED WITH GRAVEL.  STATION
 MJ1188'IS 46.3 FT N. OF CENTER OF HWY. 414, 49 FT N.-NE. OF CENTER OF
 MJ1188'HWY. AT A DRIVE S. TO A FARMHOUSE, 58.6 FT W. OF A TELEPHONE
 MJ1188'POLE AND 3.5 FT S. OF N. RIGHT-OF-WAY FENCE AND A METAL WITNESS
 MJ1188'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0834 ***********************************************************************
 NJ0834  DESIGNATION -  TURKEY
 NJ0834  PID         -  NJ0834
 NJ0834  STATE/COUNTY-  IA/FAYETTE
 NJ0834  USGS QUAD   -  WEST UNION (1981)
 NJ0834
 NJ0834                         *CURRENT SURVEY CONTROL
 NJ0834  ___________________________________________________________________
 NJ0834* NAD 83(1996)-  42 59 16.43271(N)    091 45 12.15244(W)     ADJUSTED  
 NJ0834* NAVD 88     -       374.27   (+/-2cm)    1227.9    (feet)  VERTCON   
 NJ0834  ___________________________________________________________________
 NJ0834  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 NJ0834  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 NJ0834
 NJ0834  HORZ ORDER  -  SECOND
 NJ0834  VERT ORDER  -  THIRD ? (See Below)
 NJ0834
 NJ0834.The horizontal coordinates were established by classical geodetic methods
 NJ0834.and adjusted by the National Geodetic Survey in May 1999..
 NJ0834
 NJ0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0834.The vertical order pertains to the NGVD 29 superseded value.
 NJ0834
 NJ0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0834
 NJ0834.The geoid height was determined by GEOID03.
 NJ0834
 NJ0834;                    North         East     Units Scale Factor Converg.
 NJ0834;SPC IA N     - 1,166,744.268 1,642,433.691   MT  0.99996096   +1 11 01.6
 NJ0834;UTM  15      - 4,760,224.815   601,630.811   MT  0.99972706   +0 51 00.3
 NJ0834
 NJ0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0834!SPC IA N     -   0.99994609  x   0.99996096  =   0.99990705
 NJ0834!UTM  15      -   0.99994609  x   0.99972706  =   0.99967316
 NJ0834
 NJ0834|---------------------------------------------------------------------|
 NJ0834| PID    Reference Object                     Distance      Geod. Az  |
 NJ0834|                                                           dddmmss.s |
 NJ0834| CI7251 TURKEY RM 1                          27.594 METERS 08631     |
 NJ0834| CI7250 TURKEY AZ MK                                       0942958.0 |
 NJ0834| NJ0798 TURKEY AZ MK 2                      317.097 METERS 09716     |
 NJ0834| CI7252 TURKEY RM 2                          21.046 METERS 17134     |
 NJ0834| NJ0830 FAYETTE COUNTY HOME WATER TANK      APPROX.11.9 KM 2134613.1 |
 NJ0834| NJ0833 FAYETTE COUNTY HOME STACK           APPROX.11.9 KM 2141403.1 |
 NJ0834| NJ0836 WEST UNION MUNICIPAL TANK           APPROX. 5.3 KM 2352317.6 |
 NJ0834| NJ0837 WEST UNION HOLY NAME CATH CH        APPROX. 5.1 KM 2364059.1 |
 NJ0834| NJ0831 WEST UNION FIRST BAP CH SPIRE       APPROX. 5.3 KM 2381501.1 |
 NJ0834| NJ0835 WINDSOR                             APPROX.10.3 KM 2533829.4 |
 NJ0834|---------------------------------------------------------------------|
 NJ0834
 NJ0834                          SUPERSEDED SURVEY CONTROL
 NJ0834
 NJ0834  NAD 83(1996)-  42 59 16.43261(N)    091 45 12.15221(W) AD(       ) 2
 NJ0834  NAD 83(1986)-  42 59 16.42387(N)    091 45 12.15177(W) AD(       ) 2
 NJ0834  NAD 27      -  42 59 16.50170(N)    091 45 11.58420(W) AD(       ) 2
 NJ0834  NGVD 29 (07/19/86)  374.31   (m)         1228.0    (f) LEVELING    3  
 NJ0834
 NJ0834.Superseded values are not recommended for survey control.
 NJ0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0834.See file dsdata.txt to determine how the superseded data were derived.
 NJ0834
 NJ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0163160225(NAD 83)
 NJ0834_MARKER: DS = TRIANGULATION STATION DISK
 NJ0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0834
 NJ0834  HISTORY     - Date     Condition        Report By
 NJ0834  HISTORY     - 1961     MONUMENTED       CGS
 NJ0834  HISTORY     - 1976     GOOD             NGS
 NJ0834
 NJ0834                          STATION DESCRIPTION
 NJ0834
 NJ0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0834'THE STATION IS ABOUT 5 MILES WEST OF CLERMONT, ABOUT 3-1/2 MILES
 NJ0834'NORTHEAST OF WEST UNION, IN THE NORTHWEST 1/4 OF SECTION 14,
 NJ0834'T. 94 N., R. 9 W., AND IS ON THE PROPERTY OF MR. CLYDE BLUNT.
 NJ0834'IT IS 13.5 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME CHICKEN
 NJ0834'HOUSE, 74 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE
 NJ0834'AND 17 FEET SOUTH OF AN EAST-WEST ROW OF FIR TREES.  THE
 NJ0834'MONUMENT IS FLUSH AND THE DISK IS STAMPED TURKEY 1961.
 NJ0834'
 NJ0834'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN WEST UNION,
 NJ0834'GO NORTH ON NORTH VINE STREET FOR 0.1 MILE TO A CROSS-STREET,
 NJ0834'U.S. HIGHWAY 18.  TURN RIGHT AND GO EASTERLY ON U.S. HIGHWAY
 NJ0834'18 FOR 2.6 MILES TO A SIDE ROAD LEFT.  CONTINUE EASTERLY ON
 NJ0834'HIGHWAY 18 FOR 0.85 MILE TO A BRICK HOUSE ON THE LEFT AND
 NJ0834'THE STATION NORTHWEST OF THE BRICK HOUSE.
 NJ0834'
 NJ0834'TO REACH THE AZIMUTH MARK FROM THE FRONT OF THE BRICK HOUSE,
 NJ0834'GO EASTERLY ON HIGHWAY 18 FOR 0.3 MILE TO THE MARK ON THE
 NJ0834'RIGHT.
 NJ0834'
 NJ0834'REFERENCE MARK 1 IS 66 FEET NORTHEAST OF THE NORTHEAST CORNER
 NJ0834'OF THE BRICK HOUSE, 35 FEET NORTH OF THE NORTHWEST CORNER OF
 NJ0834'A SMALL BRICK BUILDING AND 11 FEET SOUTH OF THE EAST-WEST
 NJ0834'ROW OF FIR TREES.  THE MONUMENT IS FLUSH AND THE DISK IS
 NJ0834'STAMPED TURKEY NO 1 1961.
 NJ0834'
 NJ0834'REFERENCE MARK 2 IS 18 FEET NORTHWEST OF A 20 INCH ELM TREE AND 30
 NJ0834'FEET WEST OF THE NORTHWEST CORNER OF THE BRICK HOUSE.  THE
 NJ0834'MONUMENT IS FLUSH AND THE DISK IS STAMPED TURKEY NO 2 1961.
 NJ0834'
 NJ0834'THE AZIMUTH MARK IS 51 FEET EAST OF A TELEPHONE POLE, 33 FEET
 NJ0834'SOUTH OF THE CENTERLINE OF HIGHWAY 18, 1 FOOT NORTH OF A WIRE
 NJ0834'FENCE AND 1 FOOT WEST OF A WITNESS POST.  THE MONUMENT PROJECTS
 NJ0834'6 INCHES AND THE DISK IS STAMPED TURKEY 1961.
 NJ0834'
 NJ0834'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NJ0834
 NJ0834                          STATION RECOVERY (1976)
 NJ0834
 NJ0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NJ0834'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 NJ0834'RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD CONSTRUCTION
 NJ0834'THE AZIMUTH MARK WILL BE DESTROYED.  A NEW AZIMUTH MARK WAS
 NJ0834'ESTABLISHED THIS DATE.  REFERENCE MARK 2 WAS OBSTRUCTED BY A TRUCK
 NJ0834'BED THIS DATE.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 NJ0834'CHECKED THE PREVIOUS DATA.
 NJ0834'
 NJ0834'THE 1961 DESCRIPTION IS ADEQUATE FOR RECOVERY WITH THE EXCEPTION
 NJ0834'THAT THE BRICK HOUSE HAS BEEN COVERED WITH GREEN ALUMINUM SIDING
 NJ0834'AND THE STATION IS IN THE FARM YARD OWNED BY DANIEL AND JANITA
 NJ0834'LOFTUS.
 NJ0834'
 NJ0834'FOLLOWING IS A DESCRIPTION FOR AZIMUTH MARK 2.
 NJ0834'
 NJ0834'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TURKEY 1961 AZ 2 1976,
 NJ0834'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 NJ0834'WITH THE GROUND SURFACE.  IT IS 116 FEET EAST OF THE EAST END OF A
 NJ0834'DOUBLE PIPE GATE, 72 FEET SOUTH OF THE CENTER OF US. HIGHWAY 18,
 NJ0834'61 FEET WEST OF THE WEST END OF A SINGLE PIPE GATE, 1 FOOT NORTH
 NJ0834'OF A METAL WITNESS POST IN AN EAST-WEST FENCELINE AND SOUTH,
 NJ0834'ACROSS THE HIGHWAY FROM A WHITE FRAME HOUSE.
 NJ0834'
 NJ0834'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO EAST ON HIGHWAY
 NJ0834'18 FOR 0.3 MILE TO THE AZIMUTH MARK 2 ON THE RIGHT.
 NJ0834'
 NJ0834'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 NJ0834'NORTHEAST OF WEST UNION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0450 ***********************************************************************
 LE0450  DESIGNATION -  TV STA KTVO RELAY MAST KAN 75
 LE0450  PID         -  LE0450
 LE0450  STATE/COUNTY-  IA/WAPELLO
 LE0450  USGS QUAD   -  OTTUMWA SOUTH (1976)
 LE0450
 LE0450                         *CURRENT SURVEY CONTROL
 LE0450  ___________________________________________________________________
 LE0450* NAD 83(1996)-  40 56 34.03900(N)    092 26 23.68025(W)     ADJUSTED  
 LE0450* NAVD 88     -                                                        
 LE0450  ___________________________________________________________________
 LE0450  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 LE0450  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LE0450
 LE0450  HORZ ORDER  -  THIRD
 LE0450
 LE0450.The horizontal coordinates were established by classical geodetic methods
 LE0450.and adjusted by the National Geodetic Survey in May 1999..
 LE0450
 LE0450
 LE0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0450
 LE0450.The geoid height was determined by GEOID03.
 LE0450
 LE0450;                    North         East     Units Scale Factor Converg.
 LE0450;SPC IA S     -   105,238.862   589,261.929   MT  0.99995846   +0 41 53.8
 LE0450;UTM  15      - 4,532,557.092   547,145.142   MT  0.99962736   +0 22 01.3
 LE0450
 LE0450                          SUPERSEDED SURVEY CONTROL
 LE0450
 LE0450  NAD 83(1986)-  40 56 34.04216(N)    092 26 23.69085(W) AD(       ) 4
 LE0450  NAD 27      -  40 56 33.98200(N)    092 26 23.01500(W) AD(       ) 3
 LE0450
 LE0450.Superseded values are not recommended for survey control.
 LE0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0450.See file dsdata.txt to determine how the superseded data were derived.
 LE0450
 LE0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4714532557(NAD 83)
 LE0450_MARKER: 42 = RADIO/TV MAST
 LE0450
 LE0450  HISTORY     - Date     Condition        Report By
 LE0450  HISTORY     - 1956     FIRST OBSERVED   CGS
 LE0450
 LE0450                          STATION DESCRIPTION
 LE0450
 LE0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 LE0450'THE STATION IS ABOUT 5 MILES SOUTH-SOUTHWEST OF OTTUMWA, AND 1-1/2
 LE0450'MILES WEST OF U.S. HIGHWAY 63, ON HIGH OPEN GRASS LAND.
 LE0450'
 LE0450'THE STATION IS THE TOP AND CENTER OF MAST.  IT IS A SLENDER STEEL
 LE0450'STRUCTURE ABOUT 150 FEET HIGH AND HAS 3 REFLECTORS NEAR THE TOP OF
 LE0450'MAST.  THE MAST IS PAINTED RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0634 ***********************************************************************
 MH0634  DESIGNATION -  TV STA WHO RELAY MAST KAM 40
 MH0634  PID         -  MH0634
 MH0634  STATE/COUNTY-  IA/MARION
 MH0634  USGS QUAD   -  KNOXVILLE SW (1965)
 MH0634
 MH0634                         *CURRENT SURVEY CONTROL
 MH0634  ___________________________________________________________________
 MH0634* NAD 83(1996)-  41 16 53.60793(N)    093 10 19.92763(W)     ADJUSTED  
 MH0634* NAVD 88     -                                                        
 MH0634  ___________________________________________________________________
 MH0634  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 MH0634  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 MH0634
 MH0634  HORZ ORDER  -  THIRD
 MH0634
 MH0634.The horizontal coordinates were established by classical geodetic methods
 MH0634.and adjusted by the National Geodetic Survey in May 1999..
 MH0634
 MH0634
 MH0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0634
 MH0634.The geoid height was determined by GEOID03.
 MH0634
 MH0634;                    North         East     Units Scale Factor Converg.
 MH0634;SPC IA S     -   142,367.196   527,460.183   MT  0.99994936   +0 12 57.3
 MH0634;UTM  15      - 4,570,027.708   485,579.340   MT  0.99960256   -0 06 49.0
 MH0634
 MH0634                          SUPERSEDED SURVEY CONTROL
 MH0634
 MH0634  NAD 83(1986)-  41 16 53.61321(N)    093 10 19.94056(W) AD(       ) 4
 MH0634  NAD 27      -  41 16 53.63300(N)    093 10 19.18600(W) AD(       ) 3
 MH0634
 MH0634.Superseded values are not recommended for survey control.
 MH0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0634.See file dsdata.txt to determine how the superseded data were derived.
 MH0634
 MH0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF8557970028(NAD 83)
 MH0634_MARKER: 42 = RADIO/TV MAST
 MH0634
 MH0634  HISTORY     - Date     Condition        Report By
 MH0634  HISTORY     - 1956     FIRST OBSERVED   CGS
 MH0634  HISTORY     - 1956     GOOD             CGS
 MH0634  HISTORY     - 20051126 MARK NOT FOUND   GEOCAC
 MH0634
 MH0634                          STATION DESCRIPTION
 MH0634
 MH0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0634'STATION IS LOCATED ABOUT 3.75 MILES WEST AND 2.35 MILES SOUTH
 MH0634'OF KNOXVILLE.
 MH0634'
 MH0634'STATION IS A LIGHT ATOP OF A SLENDER STEEL STRUCTURE ABOUT
 MH0634'200 FEET HIGH WHICH HAS TWO REFLECTORS NEAR THE TOP OF THE MAST.
 MH0634'THE MAST IS PAINTED RED AND WHITE.
 MH0634
 MH0634                          STATION RECOVERY (2005)
 MH0634
 MH0634'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MH0634'COORDINATES FIT DESCRIBED DISTANCE FROM KNOXVILLE, AND LIE ABOUT 250
 MH0634'FEET NORTH AND 225 FEET WEST OF A GRAVEL ROAD INTERSECTION, NEAR THE
 MH0634'HIGH POINT OF A CULTIVATED FIELD. NO EVIDENCE OF A TOWER NOR GUY
 MH0634'ANCHORS WERE SEEN TO CONFIRM THE LOCATION.  NO TOWER SEEN WITHIN 2
 MH0634'MILES. FCC ANTENNA STRUCTURE REGISTRATION DATA BASE DOES NOT LIST ANY
 MH0634'TOWER WITH THIS CALLSIGN, NOR ANY TOWER WITHIN 2 MILES OF COORDINATES.
 MH0634' 
 MH0634' 
 MH0634'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0709 ***********************************************************************
 OP0709  DESIGNATION -  U 1
 OP0709  PID         -  OP0709
 OP0709  STATE/COUNTY-  IA/KOSSUTH
 OP0709  USGS QUAD   -  ALGONA (1972)
 OP0709
 OP0709                         *CURRENT SURVEY CONTROL
 OP0709  ___________________________________________________________________
 OP0709* NAD 83(1986)-  43 00 12.     (N)    094 11 19.     (W)     SCALED    
 OP0709* NAVD 88     -       348.233  (meters)    1142.49   (feet)  ADJUSTED  
 OP0709  ___________________________________________________________________
 OP0709  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 OP0709  DYNAMIC HT  -         348.127 (meters)    1142.15  (feet)  COMP
 OP0709  MODELED GRAV-     980,306.6   (mgal)                       NAVD 88
 OP0709
 OP0709  VERT ORDER  -  FIRST     CLASS II
 OP0709
 OP0709.The horizontal coordinates were scaled from a topographic map and have
 OP0709.an estimated accuracy of +/- 6 seconds.
 OP0709
 OP0709.The orthometric height was determined by differential leveling
 OP0709.and adjusted by the National Geodetic Survey in June 1991..
 OP0709
 OP0709.The geoid height was determined by GEOID03.
 OP0709
 OP0709.The dynamic height is computed by dividing the NAVD 88
 OP0709.geopotential number by the normal gravity value computed on the
 OP0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0709.degrees latitude (g = 980.6199 gals.).
 OP0709
 OP0709.The modeled gravity was interpolated from observed gravity values.
 OP0709
 OP0709;                    North         East    Units  Estimated Accuracy
 OP0709;SPC IA N     - 1,167,220.    1,443,860.      MT  (+/- 180 meters Scaled)
 OP0709
 OP0709                          SUPERSEDED SURVEY CONTROL
 OP0709
 OP0709  NGVD 29 (??/??/92)  348.177  (m)         1142.31   (f) ADJ UNCH    1 2
 OP0709
 OP0709.Superseded values are not recommended for survey control.
 OP0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0709.See file dsdata.txt to determine how the superseded data were derived.
 OP0709
 OP0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH031618(NAD 83)
 OP0709_MARKER: DB = BENCH MARK DISK
 OP0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0709_STAMPING: 1142.11 U 1 1930
 OP0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0709+STABILITY: SURFACE MOTION
 OP0709
 OP0709  HISTORY     - Date     Condition        Report By
 OP0709  HISTORY     - 1930     MONUMENTED       CGS
 OP0709  HISTORY     - 1934     GOOD             NGS
 OP0709  HISTORY     - 1972     POOR             USGS
 OP0709
 OP0709                          STATION DESCRIPTION
 OP0709
 OP0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OP0709'0.5 MI SE FROM IRVINGTON.
 OP0709'1/2 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OP0709'FROM IRVINGTON, KOSSUTH COUNTY, AT THE FIRST ROAD CROSSING
 OP0709'SOUTHEAST OF IRVINGTON, 48 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OP0709'TRACK, 16 FEET NORTHWEST OF THE SOUTHWEST CORNER POST AT THE
 OP0709'CROSSING, AND AT A FENCE LINE.  A STANDARD DISK, STAMPED 1142.311
 OP0709'U 1 1930 AND SET IN THE TOP OF A CONCRETE POST.
 OP0709
 OP0709                          STATION RECOVERY (1972)
 OP0709
 OP0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0709'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0103 ***********************************************************************
 NK0103  DESIGNATION -  U 10
 NK0103  PID         -  NK0103
 NK0103  STATE/COUNTY-  IA/MARSHALL
 NK0103  USGS QUAD   -  MARSHALLTOWN (1980)
 NK0103
 NK0103                         *CURRENT SURVEY CONTROL
 NK0103  ___________________________________________________________________
 NK0103* NAD 83(1986)-  42 02 54.     (N)    092 53 32.     (W)     SCALED    
 NK0103* NAVD 88     -       266.645  (meters)     874.82   (feet)  ADJUSTED  
 NK0103  ___________________________________________________________________
 NK0103  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 NK0103  DYNAMIC HT  -         266.546 (meters)     874.49  (feet)  COMP
 NK0103  MODELED GRAV-     980,242.6   (mgal)                       NAVD 88
 NK0103
 NK0103  VERT ORDER  -  FIRST     CLASS II
 NK0103
 NK0103.The horizontal coordinates were scaled from a topographic map and have
 NK0103.an estimated accuracy of +/- 6 seconds.
 NK0103
 NK0103.The orthometric height was determined by differential leveling
 NK0103.and adjusted by the National Geodetic Survey in June 1991..
 NK0103
 NK0103.The geoid height was determined by GEOID03.
 NK0103
 NK0103.The dynamic height is computed by dividing the NAVD 88
 NK0103.geopotential number by the normal gravity value computed on the
 NK0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0103.degrees latitude (g = 980.6199 gals.).
 NK0103
 NK0103.The modeled gravity was interpolated from observed gravity values.
 NK0103
 NK0103;                    North         East    Units  Estimated Accuracy
 NK0103;SPC IA N     - 1,061,090.    1,550,320.      MT  (+/- 180 meters Scaled)
 NK0103
 NK0103                          SUPERSEDED SURVEY CONTROL
 NK0103
 NK0103  NGVD 29 (??/??/92)  266.629  (m)          874.77   (f) ADJ UNCH    1 2
 NK0103
 NK0103.Superseded values are not recommended for survey control.
 NK0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0103.See file dsdata.txt to determine how the superseded data were derived.
 NK0103
 NK0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG089551(NAD 83)
 NK0103_MARKER: DB = BENCH MARK DISK
 NK0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0103_STAMPING: U 10 1933
 NK0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0103+STABILITY: SURFACE MOTION
 NK0103
 NK0103  HISTORY     - Date     Condition        Report By
 NK0103  HISTORY     - 1933     MONUMENTED       CGS
 NK0103  HISTORY     - 1957     MARK NOT FOUND   NGS
 NK0103
 NK0103                          STATION DESCRIPTION
 NK0103
 NK0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NK0103'1 MI NW FROM MARSHALLTOWN.
 NK0103'1.0 MILE NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0103'MARSHALLTOWN, MARSHALL COUNTY, 118 FEET SOUTHWEST OF POLE 318+25,
 NK0103'87 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 50 FEET WEST
 NK0103'OF THE SOUTH ENTRANCE OF THE LENNOX FURNACE CO., 30 FEET EAST
 NK0103'OF THE CENTERLINE OF SOUTH TWELFTH AVENUE, AND 3 FEET NORTH OF
 NK0103'THE NORTH EDGE OF THE SIDEWALK.  A STANDARD DISK, STAMPED U 10
 NK0103'1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0213 ***********************************************************************
 MJ0213  DESIGNATION -  U 100
 MJ0213  PID         -  MJ0213
 MJ0213  STATE/COUNTY-  IA/AUDUBON
 MJ0213  USGS QUAD   -  AUDUBON (1983)
 MJ0213
 MJ0213                         *CURRENT SURVEY CONTROL
 MJ0213  ___________________________________________________________________
 MJ0213* NAD 83(1986)-  41 39 58.     (N)    094 54 20.     (W)     SCALED    
 MJ0213* NAVD 88     -       383.394  (meters)    1257.85   (feet)  ADJUSTED  
 MJ0213  ___________________________________________________________________
 MJ0213  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 MJ0213  DYNAMIC HT  -         383.248 (meters)    1257.37  (feet)  COMP
 MJ0213  MODELED GRAV-     980,229.2   (mgal)                       NAVD 88
 MJ0213
 MJ0213  VERT ORDER  -  SECOND    CLASS 0
 MJ0213
 MJ0213.The horizontal coordinates were scaled from a topographic map and have
 MJ0213.an estimated accuracy of +/- 6 seconds.
 MJ0213
 MJ0213.The orthometric height was determined by differential leveling
 MJ0213.and adjusted by the National Geodetic Survey in June 1991..
 MJ0213
 MJ0213.The geoid height was determined by GEOID03.
 MJ0213
 MJ0213.The dynamic height is computed by dividing the NAVD 88
 MJ0213.geopotential number by the normal gravity value computed on the
 MJ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0213.degrees latitude (g = 980.6199 gals.).
 MJ0213
 MJ0213.The modeled gravity was interpolated from observed gravity values.
 MJ0213
 MJ0213;                    North         East    Units  Estimated Accuracy
 MJ0213;SPC IA S     -   185,970.      382,950.      MT  (+/- 180 meters Scaled)
 MJ0213
 MJ0213                          SUPERSEDED SURVEY CONTROL
 MJ0213
 MJ0213  NGVD 29 (??/??/92)  383.318  (m)         1257.60   (f) ADJ UNCH    2 0
 MJ0213
 MJ0213.Superseded values are not recommended for survey control.
 MJ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0213.See file dsdata.txt to determine how the superseded data were derived.
 MJ0213
 MJ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG413144(NAD 83)
 MJ0213_MARKER: DB = BENCH MARK DISK
 MJ0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0213_STAMPING: U 100 1935
 MJ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0213+STABILITY: SURFACE MOTION
 MJ0213
 MJ0213  HISTORY     - Date     Condition        Report By
 MJ0213  HISTORY     - 1935     MONUMENTED       CGS
 MJ0213  HISTORY     - 1956     MARK NOT FOUND   NGS
 MJ0213  HISTORY     - 1982     MARK NOT FOUND   NGS
 MJ0213
 MJ0213                          STATION DESCRIPTION
 MJ0213
 MJ0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MJ0213'AT HAMLIN.
 MJ0213'AT HAMLIN, AUDUBON COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0213'RAILROAD, 205 FEET NORTH OF THE STATION, 28 FEET WEST OF THE
 MJ0213'CENTERLINE OF THE MAIN TRACK, 10 FEET EAST OF THE CENTERLINE OF THE
 MJ0213'SIDING, 2 FEET WEST OF THE SECOND POLE NORTH OF THE STATION, AND
 MJ0213'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED U 100 1935 AND SET
 MJ0213'IN THE TOP OF A CONCRETE POST.
 MJ0213
 MJ0213                          STATION RECOVERY (1982)
 MJ0213
 MJ0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MJ0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0096 ***********************************************************************
 NL0096  DESIGNATION -  U 101
 NL0096  PID         -  NL0096
 NL0096  STATE/COUNTY-  IA/GREENE
 NL0096  USGS QUAD   -  JEFFERSON WEST (1986)
 NL0096
 NL0096                         *CURRENT SURVEY CONTROL
 NL0096  ___________________________________________________________________
 NL0096* NAD 83(1986)-  42 05 33.     (N)    094 28 10.     (W)     SCALED    
 NL0096* NAVD 88     -       336.322  (meters)    1103.42   (feet)  ADJUSTED  
 NL0096  ___________________________________________________________________
 NL0096  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 NL0096  DYNAMIC HT  -         336.222 (meters)    1103.09  (feet)  COMP
 NL0096  MODELED GRAV-     980,314.3   (mgal)                       NAVD 88
 NL0096
 NL0096  VERT ORDER  -  SECOND    CLASS 0
 NL0096
 NL0096.The horizontal coordinates were scaled from a topographic map and have
 NL0096.an estimated accuracy of +/- 6 seconds.
 NL0096
 NL0096.The orthometric height was determined by differential leveling
 NL0096.and adjusted by the National Geodetic Survey in June 1991..
 NL0096
 NL0096.The geoid height was determined by GEOID03.
 NL0096
 NL0096.The dynamic height is computed by dividing the NAVD 88
 NL0096.geopotential number by the normal gravity value computed on the
 NL0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0096.degrees latitude (g = 980.6199 gals.).
 NL0096
 NL0096.The modeled gravity was interpolated from observed gravity values.
 NL0096
 NL0096;                    North         East    Units  Estimated Accuracy
 NL0096;SPC IA N     - 1,066,270.    1,419,800.      MT  (+/- 180 meters Scaled)
 NL0096
 NL0096                          SUPERSEDED SURVEY CONTROL
 NL0096
 NL0096  NGVD 29 (??/??/92)  336.285  (m)         1103.30   (f) ADJ UNCH    2 0
 NL0096
 NL0096.Superseded values are not recommended for survey control.
 NL0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0096.See file dsdata.txt to determine how the superseded data were derived.
 NL0096
 NL0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG784610(NAD 83)
 NL0096_MARKER: DB = BENCH MARK DISK
 NL0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0096_STAMPING: U 101 1935
 NL0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0096+STABILITY: SURFACE MOTION
 NL0096
 NL0096  HISTORY     - Date     Condition        Report By
 NL0096  HISTORY     - 1935     MONUMENTED       CGS
 NL0096
 NL0096                          STATION DESCRIPTION
 NL0096
 NL0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0096'1.7 MI NW FROM FARLIN.
 NL0096'1.7 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0096'PACIFIC RAILROAD FROM THE STATION AT FARLIN, GREENE COUNTY,
 NL0096'AT A ROAD CROSSING, 48 FEET WEST OF THE CENTERLINE OF THE
 NL0096'TRACK, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 10 FEET
 NL0096'NORTH OF A FENCE CORNER, AND 2 FEET EAST OF THE FENCE LINE.
 NL0096'A STANDARD DISK, STAMPED U 101 1935 AND SET IN THE TOP OF A
 NL0096'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0055 ***********************************************************************
 MJ0055  DESIGNATION -  U 102
 MJ0055  PID         -  MJ0055
 MJ0055  STATE/COUNTY-  IA/GUTHRIE
 MJ0055  USGS QUAD   -  GUTHRIE CENTER EAST (1982)
 MJ0055
 MJ0055                         *CURRENT SURVEY CONTROL
 MJ0055  ___________________________________________________________________
 MJ0055* NAD 83(1986)-  41 38 29.     (N)    094 27 23.     (W)     SCALED    
 MJ0055* NAVD 88     -       317.871  (meters)    1042.88   (feet)  ADJUSTED  
 MJ0055  ___________________________________________________________________
 MJ0055  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 MJ0055  DYNAMIC HT  -         317.761 (meters)    1042.52  (feet)  COMP
 MJ0055  MODELED GRAV-     980,267.0   (mgal)                       NAVD 88
 MJ0055
 MJ0055  VERT ORDER  -  SECOND    CLASS 0
 MJ0055
 MJ0055.The horizontal coordinates were scaled from a topographic map and have
 MJ0055.an estimated accuracy of +/- 6 seconds.
 MJ0055
 MJ0055.The orthometric height was determined by differential leveling
 MJ0055.and adjusted by the National Geodetic Survey in June 1991..
 MJ0055
 MJ0055.The geoid height was determined by GEOID03.
 MJ0055
 MJ0055.The dynamic height is computed by dividing the NAVD 88
 MJ0055.geopotential number by the normal gravity value computed on the
 MJ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0055.degrees latitude (g = 980.6199 gals.).
 MJ0055
 MJ0055.The modeled gravity was interpolated from observed gravity values.
 MJ0055
 MJ0055;                    North         East    Units  Estimated Accuracy
 MJ0055;SPC IA S     -   182,720.      420,320.      MT  (+/- 180 meters Scaled)
 MJ0055
 MJ0055                          SUPERSEDED SURVEY CONTROL
 MJ0055
 MJ0055  NGVD 29 (??/??/92)  317.830  (m)         1042.75   (f) ADJ UNCH    2 0
 MJ0055
 MJ0055.Superseded values are not recommended for survey control.
 MJ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0055.See file dsdata.txt to determine how the superseded data were derived.
 MJ0055
 MJ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG787109(NAD 83)
 MJ0055_MARKER: DB = BENCH MARK DISK
 MJ0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0055_SP_SET: CULVERT
 MJ0055_STAMPING: U 102 1935
 MJ0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0055
 MJ0055  HISTORY     - Date     Condition        Report By
 MJ0055  HISTORY     - 1935     MONUMENTED       CGS
 MJ0055
 MJ0055                          STATION DESCRIPTION
 MJ0055
 MJ0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0055'1.8 MI NW FROM MONTIETH.
 MJ0055'1.8 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0055'RAILROAD FROM THE STATION AT MONTIETH, 70 FEET SOUTHWEST OF
 MJ0055'BRIDGE 4143, AT A 5-FOOT CULVERT UNDER A ROAD, IN THE TOP OF THE
 MJ0055'NORTHEAST CONCRETE GUARD WALL, 3.5 FEET HIGHER THAN THE ROAD, AND
 MJ0055'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED U 102 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0132 ***********************************************************************
 MJ0132  DESIGNATION -  U 103
 MJ0132  PID         -  MJ0132
 MJ0132  STATE/COUNTY-  IA/ADAIR
 MJ0132  USGS QUAD   -  GREENFIELD (1983)
 MJ0132
 MJ0132                         *CURRENT SURVEY CONTROL
 MJ0132  ___________________________________________________________________
 MJ0132* NAD 83(1986)-  41 19 20.     (N)    094 27 08.     (W)     SCALED    
 MJ0132* NAVD 88     -       397.249  (meters)    1303.31   (feet)  ADJUSTED  
 MJ0132  ___________________________________________________________________
 MJ0132  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 MJ0132  DYNAMIC HT  -         397.063 (meters)    1302.70  (feet)  COMP
 MJ0132  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 MJ0132
 MJ0132  VERT ORDER  -  SECOND    CLASS 0
 MJ0132
 MJ0132.The horizontal coordinates were scaled from a topographic map and have
 MJ0132.an estimated accuracy of +/- 6 seconds.
 MJ0132
 MJ0132.The orthometric height was determined by differential leveling
 MJ0132.and adjusted by the National Geodetic Survey in June 1991..
 MJ0132
 MJ0132.The geoid height was determined by GEOID03.
 MJ0132
 MJ0132.The dynamic height is computed by dividing the NAVD 88
 MJ0132.geopotential number by the normal gravity value computed on the
 MJ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0132.degrees latitude (g = 980.6199 gals.).
 MJ0132
 MJ0132.The modeled gravity was interpolated from observed gravity values.
 MJ0132
 MJ0132;                    North         East    Units  Estimated Accuracy
 MJ0132;SPC IA S     -   147,270.      420,280.      MT  (+/- 180 meters Scaled)
 MJ0132
 MJ0132                          SUPERSEDED SURVEY CONTROL
 MJ0132
 MJ0132.No superseded survey control is available for this station.
 MJ0132
 MJ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF784755(NAD 83)
 MJ0132_MARKER: DB = BENCH MARK DISK
 MJ0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0132_STAMPING: U-103 1935
 MJ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0132+STABILITY: SURFACE MOTION
 MJ0132
 MJ0132  HISTORY     - Date     Condition        Report By
 MJ0132  HISTORY     - 1935     MONUMENTED       CGS
 MJ0132
 MJ0132                          STATION DESCRIPTION
 MJ0132
 MJ0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0132'1.7 MI N FROM GREENFIELD.
 MJ0132'COURT HOUSE, GREENFIELD, 1.7 MILES NORTH ALONG STATE HIGHWAY 25,
 MJ0132'MENLO-GREENFIELD ROAD, AT ENTRANCE TO RED SILO ON EAST SIDE OF
 MJ0132'THE ROAD.  SET IN POST 51 FEET NORTH OF THE CENTER LINE OF THE
 MJ0132'ENTRANCE ROAD, 27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MJ0132'6 FEET WEST OF TELEPHONE POLE, AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0133 ***********************************************************************
 MJ0133  DESIGNATION -  U 103 RESET
 MJ0133  PID         -  MJ0133
 MJ0133  STATE/COUNTY-  IA/ADAIR
 MJ0133  USGS QUAD   -  GREENFIELD (1983)
 MJ0133
 MJ0133                         *CURRENT SURVEY CONTROL
 MJ0133  ___________________________________________________________________
 MJ0133* NAD 83(1986)-  41 19 20.     (N)    094 27 08.     (W)     SCALED    
 MJ0133* NAVD 88     -       396.97   (+/-2cm)    1302.4    (feet)  VERTCON   
 MJ0133  ___________________________________________________________________
 MJ0133  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 MJ0133
 MJ0133  VERT ORDER  -  ? (See Below)
 MJ0133
 MJ0133.The horizontal coordinates were scaled from a topographic map and have
 MJ0133.an estimated accuracy of +/- 6 seconds.
 MJ0133
 MJ0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ0133.The vertical order pertains to the NGVD 29 superseded value.
 MJ0133
 MJ0133.The geoid height was determined by GEOID03.
 MJ0133
 MJ0133;                    North         East    Units  Estimated Accuracy
 MJ0133;SPC IA S     -   147,270.      420,280.      MT  (+/- 180 meters Scaled)
 MJ0133
 MJ0133                          SUPERSEDED SURVEY CONTROL
 MJ0133
 MJ0133  NGVD 29 (??/??/92)  396.850  (m)         1302.00   (f) ADJ UNCH    ?  
 MJ0133
 MJ0133.Superseded values are not recommended for survey control.
 MJ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0133.See file dsdata.txt to determine how the superseded data were derived.
 MJ0133
 MJ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF784755(NAD 83)
 MJ0133_MARKER: DD = SURVEY DISK
 MJ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0133_STAMPING: U 103 RESET 1939
 MJ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0133+STABILITY: SURFACE MOTION
 MJ0133
 MJ0133  HISTORY     - Date     Condition        Report By
 MJ0133  HISTORY     - 1939     MONUMENTED       IAGS
 MJ0133
 MJ0133                          STATION DESCRIPTION
 MJ0133
 MJ0133'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1939
 MJ0133'1.4 MI NE FROM GREENFIELD.
 MJ0133'1.4 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE COURTHOUSE
 MJ0133'AT GREENFIELD, ADAIR COUNTY, 0.5 MILE NORTH OF THE NORTH CITY
 MJ0133'LIMITS, 60 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET
 MJ0133'NORTHWEST OF THE SOUTHEAST CORNER OF A MACHINE SHED, AND 16 FEET
 MJ0133'SOUTHEAST OF A 10-INCH WALNUT TREE.  A STANDARD DISK, STAMPED
 MJ0133'U 103 RESET 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0031 ***********************************************************************
 LF0031  DESIGNATION -  U 104
 LF0031  PID         -  LF0031
 LF0031  STATE/COUNTY-  IA/RINGGOLD
 LF0031  USGS QUAD   -  DIAGONAL (1981)
 LF0031
 LF0031                         *CURRENT SURVEY CONTROL
 LF0031  ___________________________________________________________________
 LF0031* NAD 83(1986)-  40 50 30.     (N)    094 20 19.     (W)     SCALED    
 LF0031* NAVD 88     -       354.422  (meters)    1162.80   (feet)  ADJUSTED  
 LF0031  ___________________________________________________________________
 LF0031  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 LF0031  DYNAMIC HT  -         354.244 (meters)    1162.22  (feet)  COMP
 LF0031  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 LF0031
 LF0031  VERT ORDER  -  SECOND    CLASS 0
 LF0031
 LF0031.The horizontal coordinates were scaled from a topographic map and have
 LF0031.an estimated accuracy of +/- 6 seconds.
 LF0031
 LF0031.The orthometric height was determined by differential leveling
 LF0031.and adjusted by the National Geodetic Survey in June 1991..
 LF0031
 LF0031.The geoid height was determined by GEOID03.
 LF0031
 LF0031.The dynamic height is computed by dividing the NAVD 88
 LF0031.geopotential number by the normal gravity value computed on the
 LF0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0031.degrees latitude (g = 980.6199 gals.).
 LF0031
 LF0031.The modeled gravity was interpolated from observed gravity values.
 LF0031
 LF0031;                    North         East    Units  Estimated Accuracy
 LF0031;SPC IA S     -    93,810.      429,280.      MT  (+/- 180 meters Scaled)
 LF0031
 LF0031                          SUPERSEDED SURVEY CONTROL
 LF0031
 LF0031  NGVD 29 (??/??/92)  354.298  (m)         1162.39   (f) ADJ UNCH    2 0
 LF0031
 LF0031.Superseded values are not recommended for survey control.
 LF0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0031.See file dsdata.txt to determine how the superseded data were derived.
 LF0031
 LF0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF871220(NAD 83)
 LF0031_MARKER: DB = BENCH MARK DISK
 LF0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0031_STAMPING: U 104 1935
 LF0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0031+STABILITY: SURFACE MOTION
 LF0031
 LF0031  HISTORY     - Date     Condition        Report By
 LF0031  HISTORY     - 1935     MONUMENTED       CGS
 LF0031  HISTORY     - 1954     MARK NOT FOUND   NGS
 LF0031
 LF0031                          STATION DESCRIPTION
 LF0031
 LF0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LF0031'2.4 MI N FROM DIAGONAL.
 LF0031'2.4 MILES NORTH ALONG THE CRESTON-DIAGONAL ROAD FROM THE CHICAGO
 LF0031'GREAT WESTERN RAILWAY STATION AT DIAGONAL, RINGGOLD COUNTY,
 LF0031'150 FEET NORTH OF THE CENTER OF A ROAD CROSSING, 25 FEET WEST
 LF0031'OF THE CENTERLINE OF THE ROAD, 8 FEET NORTH OF A POLE, 2 FEET
 LF0031'EAST OF A FENCE LINE, AND 2-1/2 FEET HIGHER THAN THE ROAD.  A
 LF0031'STANDARD DISK, STAMPED U 104 1935 AND SET IN THE TOP OF A
 LF0031'CONCRETE POST.  NOTE-- NEW ROAD CONSTRUCTION WORK WAS DONE IN
 LF0031'THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0191 ***********************************************************************
 LF0191  DESIGNATION -  U 105
 LF0191  PID         -  LF0191
 LF0191  STATE/COUNTY-  IA/TAYLOR
 LF0191  USGS QUAD   -  BEDFORD (1980)
 LF0191
 LF0191                         *CURRENT SURVEY CONTROL
 LF0191  ___________________________________________________________________
 LF0191* NAD 83(1986)-  40 40 01.     (N)    094 42 51.     (W)     SCALED    
 LF0191* NAVD 88     -       335.156  (meters)    1099.59   (feet)  ADJUSTED  
 LF0191  ___________________________________________________________________
 LF0191  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LF0191  DYNAMIC HT  -         334.981 (meters)    1099.02  (feet)  COMP
 LF0191  MODELED GRAV-     980,093.4   (mgal)                       NAVD 88
 LF0191
 LF0191  VERT ORDER  -  SECOND    CLASS 0
 LF0191
 LF0191.The horizontal coordinates were scaled from a topographic map and have
 LF0191.an estimated accuracy of +/- 6 seconds.
 LF0191
 LF0191.The orthometric height was determined by differential leveling
 LF0191.and adjusted by the National Geodetic Survey in June 1991..
 LF0191
 LF0191.The geoid height was determined by GEOID03.
 LF0191
 LF0191.The dynamic height is computed by dividing the NAVD 88
 LF0191.geopotential number by the normal gravity value computed on the
 LF0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0191.degrees latitude (g = 980.6199 gals.).
 LF0191
 LF0191.The modeled gravity was interpolated from observed gravity values.
 LF0191
 LF0191;                    North         East    Units  Estimated Accuracy
 LF0191;SPC IA S     -    74,780.      397,340.      MT  (+/- 180 meters Scaled)
 LF0191
 LF0191                          SUPERSEDED SURVEY CONTROL
 LF0191
 LF0191  NGVD 29 (??/??/92)  335.049  (m)         1099.24   (f) ADJ UNCH    2 0
 LF0191
 LF0191.Superseded values are not recommended for survey control.
 LF0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0191.See file dsdata.txt to determine how the superseded data were derived.
 LF0191
 LF0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF551031(NAD 83)
 LF0191_MARKER: DB = BENCH MARK DISK
 LF0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0191_SP_SET: CULVERT
 LF0191_STAMPING: U 105 1935
 LF0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0191
 LF0191  HISTORY     - Date     Condition        Report By
 LF0191  HISTORY     - 1935     MONUMENTED       CGS
 LF0191  HISTORY     - 1941     GOOD             NGS
 LF0191  HISTORY     - 1979     GOOD             NGS
 LF0191  HISTORY     - 20060901 GOOD             GEOCAC
 LF0191
 LF0191                          STATION DESCRIPTION
 LF0191
 LF0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0191'AT BEDFORD.
 LF0191'AT BEDFORD, TAYLOR COUNTY, 150 FEET EAST OF THE SOUTHEAST
 LF0191'CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, AT
 LF0191'A 6-FOOT STREET CULVERT, IN THE TOP OF THE NORTHWEST CONCRETE
 LF0191'HEADWALL, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 LF0191'U 105 1935.
 LF0191
 LF0191                          STATION RECOVERY (1979)
 LF0191
 LF0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LF0191'RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED. OLD STATION
 LF0191'BUILDING IS NO LONGER USED. CULVERT AND MARK ARE AT THE NORTHWEST
 LF0191'CORNER OF THE INTERSECTION OF A ROAD LEADING NORTHEAST FROM MAIN
 LF0191'STREET, JUST EAST OF THE RAILROAD CROSSING.
 LF0191
 LF0191                          STATION RECOVERY (2006)
 LF0191
 LF0191'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LF0191'RAILROAD IS DISMANTLED AND STATION IS GONE. HANDHELD COORDINATES N40
 LF0191'40 01.0 W094 42 50.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0175 ***********************************************************************
 LF0175  DESIGNATION -  U 106
 LF0175  PID         -  LF0175
 LF0175  STATE/COUNTY-  IA/TAYLOR
 LF0175  USGS QUAD   -  LADOGA (1980)
 LF0175
 LF0175                         *CURRENT SURVEY CONTROL
 LF0175  ___________________________________________________________________
 LF0175* NAD 83(1986)-  40 43 40.     (N)    094 51 56.     (W)     SCALED    
 LF0175* NAVD 88     -       334.296  (meters)    1096.77   (feet)  ADJUSTED  
 LF0175  ___________________________________________________________________
 LF0175  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 LF0175  DYNAMIC HT  -         334.122 (meters)    1096.20  (feet)  COMP
 LF0175  MODELED GRAV-     980,093.0   (mgal)                       NAVD 88
 LF0175
 LF0175  VERT ORDER  -  SECOND    CLASS 0
 LF0175
 LF0175.The horizontal coordinates were scaled from a topographic map and have
 LF0175.an estimated accuracy of +/- 6 seconds.
 LF0175
 LF0175.The orthometric height was determined by differential leveling
 LF0175.and adjusted by the National Geodetic Survey in June 1991..
 LF0175
 LF0175.The geoid height was determined by GEOID03.
 LF0175
 LF0175.The dynamic height is computed by dividing the NAVD 88
 LF0175.geopotential number by the normal gravity value computed on the
 LF0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0175.degrees latitude (g = 980.6199 gals.).
 LF0175
 LF0175.The modeled gravity was interpolated from observed gravity values.
 LF0175
 LF0175;                    North         East    Units  Estimated Accuracy
 LF0175;SPC IA S     -    81,720.      384,640.      MT  (+/- 180 meters Scaled)
 LF0175
 LF0175                          SUPERSEDED SURVEY CONTROL
 LF0175
 LF0175  NGVD 29 (??/??/92)  334.180  (m)         1096.39   (f) ADJ UNCH    2 0
 LF0175
 LF0175.Superseded values are not recommended for survey control.
 LF0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0175.See file dsdata.txt to determine how the superseded data were derived.
 LF0175
 LF0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF424102(NAD 83)
 LF0175_MARKER: DB = BENCH MARK DISK
 LF0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0175_STAMPING: U 106 1935
 LF0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0175+STABILITY: SURFACE MOTION
 LF0175
 LF0175  HISTORY     - Date     Condition        Report By
 LF0175  HISTORY     - 1935     MONUMENTED       CGS
 LF0175  HISTORY     - 1984     MARK NOT FOUND   NGS
 LF0175
 LF0175                          STATION DESCRIPTION
 LF0175
 LF0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0175'1.7 MI E FROM NEW MARKET.
 LF0175'1.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0175'FROM THE STATION AT NEW MARKET, TAYLOR COUNTY, 4 POLES EAST
 LF0175'OF MILEPOST 213, AT A ROAD CROSSING, 33 FEET WEST OF THE
 LF0175'CENTERLINE OF THE ROAD, 27 FEET SOUTH OF THE CENTERLINE OF THE
 LF0175'TRACK, 23 FEET NORTH OF THE RIGHT OF WAY FENCE, AND 2 FEET
 LF0175'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED U 106 1935 AND
 LF0175'SET IN THE TOP OF A CONCRETE POST.
 LF0175
 LF0175                          STATION RECOVERY (1984)
 LF0175
 LF0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0205 ***********************************************************************
 LF0205  DESIGNATION -  U 108
 LF0205  PID         -  LF0205
 LF0205  STATE/COUNTY-  IA/ADAMS
 LF0205  USGS QUAD   -  BROOKS (1980)
 LF0205
 LF0205                         *CURRENT SURVEY CONTROL
 LF0205  ___________________________________________________________________
 LF0205* NAD 83(1986)-  40 56 58.     (N)    094 52 11.     (W)     SCALED    
 LF0205* NAVD 88     -       329.946  (meters)    1082.50   (feet)  ADJUSTED  
 LF0205  ___________________________________________________________________
 LF0205  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LF0205  DYNAMIC HT  -         329.775 (meters)    1081.94  (feet)  COMP
 LF0205  MODELED GRAV-     980,097.3   (mgal)                       NAVD 88
 LF0205
 LF0205  VERT ORDER  -  SECOND    CLASS 0
 LF0205
 LF0205.The horizontal coordinates were scaled from a topographic map and have
 LF0205.an estimated accuracy of +/- 6 seconds.
 LF0205
 LF0205.The orthometric height was determined by differential leveling
 LF0205.and adjusted by the National Geodetic Survey in June 1991..
 LF0205
 LF0205.The geoid height was determined by GEOID03.
 LF0205
 LF0205.The dynamic height is computed by dividing the NAVD 88
 LF0205.geopotential number by the normal gravity value computed on the
 LF0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0205.degrees latitude (g = 980.6199 gals.).
 LF0205
 LF0205.The modeled gravity was interpolated from observed gravity values.
 LF0205
 LF0205;                    North         East    Units  Estimated Accuracy
 LF0205;SPC IA S     -   106,340.      384,680.      MT  (+/- 180 meters Scaled)
 LF0205
 LF0205                          SUPERSEDED SURVEY CONTROL
 LF0205
 LF0205  NGVD 29 (??/??/92)  329.836  (m)         1082.14   (f) ADJ UNCH    2 0
 LF0205
 LF0205.Superseded values are not recommended for survey control.
 LF0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0205.See file dsdata.txt to determine how the superseded data were derived.
 LF0205
 LF0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF426348(NAD 83)
 LF0205_MARKER: DB = BENCH MARK DISK
 LF0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0205_SP_SET: BRIDGE
 LF0205_STAMPING: U 108 1935
 LF0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0205
 LF0205  HISTORY     - Date     Condition        Report By
 LF0205  HISTORY     - 1935     MONUMENTED       CGS
 LF0205
 LF0205                          STATION DESCRIPTION
 LF0205
 LF0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0205'1.3 MI E FROM NODAWAY.
 LF0205'1.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0205'FROM THE STATION AT NODAWAY, ADAMS COUNTY, AT THE WEST END OF
 LF0205'BRIDGE 421.51, IN THE TOP OF THE SECOND TIER OF THE WEST CONCRETE
 LF0205'ABUTMENT, 9 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, AND
 LF0205'1.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED U 108
 LF0205'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0211 ***********************************************************************
 MH0211  DESIGNATION -  U 112
 MH0211  PID         -  MH0211
 MH0211  STATE/COUNTY-  IA/WARREN
 MH0211  USGS QUAD   -  HARTFORD (1965)
 MH0211
 MH0211                         *CURRENT SURVEY CONTROL
 MH0211  ___________________________________________________________________
 MH0211* NAD 83(1986)-  41 29 38.     (N)    093 29 07.     (W)     SCALED    
 MH0211* NAVD 88     -       239.151  (meters)     784.61   (feet)  ADJUSTED  
 MH0211  ___________________________________________________________________
 MH0211  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MH0211  DYNAMIC HT  -         239.050 (meters)     784.28  (feet)  COMP
 MH0211  MODELED GRAV-     980,194.6   (mgal)                       NAVD 88
 MH0211
 MH0211  VERT ORDER  -  SECOND    CLASS 0
 MH0211
 MH0211.The horizontal coordinates were scaled from a topographic map and have
 MH0211.an estimated accuracy of +/- 6 seconds.
 MH0211
 MH0211.The orthometric height was determined by differential leveling
 MH0211.and adjusted by the National Geodetic Survey in June 1991..
 MH0211
 MH0211.The geoid height was determined by GEOID03.
 MH0211
 MH0211.The dynamic height is computed by dividing the NAVD 88
 MH0211.geopotential number by the normal gravity value computed on the
 MH0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0211.degrees latitude (g = 980.6199 gals.).
 MH0211
 MH0211.The modeled gravity was interpolated from observed gravity values.
 MH0211
 MH0211;                    North         East    Units  Estimated Accuracy
 MH0211;SPC IA S     -   165,900.      501,230.      MT  (+/- 180 meters Scaled)
 MH0211
 MH0211                          SUPERSEDED SURVEY CONTROL
 MH0211
 MH0211  NGVD 29 (??/??/92)  239.125  (m)          784.53   (f) ADJ UNCH    2 0
 MH0211
 MH0211.Superseded values are not recommended for survey control.
 MH0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0211.See file dsdata.txt to determine how the superseded data were derived.
 MH0211
 MH0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF594936(NAD 83)
 MH0211_MARKER: DB = BENCH MARK DISK
 MH0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0211_STAMPING: U 112 1935
 MH0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0211+STABILITY: SURFACE MOTION
 MH0211
 MH0211  HISTORY     - Date     Condition        Report By
 MH0211  HISTORY     - 1935     MONUMENTED       CGS
 MH0211
 MH0211                          STATION DESCRIPTION
 MH0211
 MH0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0211'AT CARLISLE.
 MH0211'AT CARLISLE, WARREN COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 MH0211'PACIFIC RAILROAD, 75 FEET SOUTH OF THE STATION, AT A ROAD
 MH0211'CROSSING, 36 FEET NORTH OF THE CENTERLINE OF THE ROAD, 15 FEET
 MH0211'EAST OF THE CENTERLINE OF THE MAIN TRACK, AND 7 FEET NORTH OF
 MH0211'A CONCRETE WALK.  A STANDARD DISK, STAMPED U 112 1935 AND SET IN
 MH0211'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0244 ***********************************************************************
 LE0244  DESIGNATION -  U 113
 LE0244  PID         -  LE0244
 LE0244  STATE/COUNTY-  IA/LUCAS
 LE0244  USGS QUAD   -  CORYDON NE (1982)
 LE0244
 LE0244                         *CURRENT SURVEY CONTROL
 LE0244  ___________________________________________________________________
 LE0244* NAD 83(1986)-  40 58 13.     (N)    093 17 36.     (W)     SCALED    
 LE0244* NAVD 88     -       286.834  (meters)     941.05   (feet)  ADJUSTED  
 LE0244  ___________________________________________________________________
 LE0244  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 LE0244  DYNAMIC HT  -         286.700 (meters)     940.61  (feet)  COMP
 LE0244  MODELED GRAV-     980,147.0   (mgal)                       NAVD 88
 LE0244
 LE0244  VERT ORDER  -  SECOND    CLASS 0
 LE0244
 LE0244.The horizontal coordinates were scaled from a topographic map and have
 LE0244.an estimated accuracy of +/- 6 seconds.
 LE0244
 LE0244.The orthometric height was determined by differential leveling
 LE0244.and adjusted by the National Geodetic Survey in June 1991..
 LE0244
 LE0244.The geoid height was determined by GEOID03.
 LE0244
 LE0244.The dynamic height is computed by dividing the NAVD 88
 LE0244.geopotential number by the normal gravity value computed on the
 LE0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0244.degrees latitude (g = 980.6199 gals.).
 LE0244
 LE0244.The modeled gravity was interpolated from observed gravity values.
 LE0244
 LE0244;                    North         East    Units  Estimated Accuracy
 LE0244;SPC IA S     -   107,770.      517,400.      MT  (+/- 180 meters Scaled)
 LE0244
 LE0244                          SUPERSEDED SURVEY CONTROL
 LE0244
 LE0244  NGVD 29 (??/??/92)  286.787  (m)          940.90   (f) ADJ UNCH    2 0
 LE0244
 LE0244.Superseded values are not recommended for survey control.
 LE0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0244.See file dsdata.txt to determine how the superseded data were derived.
 LE0244
 LE0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF753354(NAD 83)
 LE0244_MARKER: DB = BENCH MARK DISK
 LE0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0244_STAMPING: U 113 1935
 LE0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0244+STABILITY: SURFACE MOTION
 LE0244
 LE0244  HISTORY     - Date     Condition        Report By
 LE0244  HISTORY     - 1935     MONUMENTED       CGS
 LE0244
 LE0244                          STATION DESCRIPTION
 LE0244
 LE0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0244'2.6 MI S FROM CHARITON.
 LE0244'2.6 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0244'RAILROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0244'OVERHEAD CROSSING, 72 FEET NORTHWEST OF THE CENTERLINE OF THE
 LE0244'ROAD, 40 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 5
 LE0244'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 LE0244'STAMPED U 113 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0391 ***********************************************************************
 LE0391  DESIGNATION -  U 114
 LE0391  PID         -  LE0391
 LE0391  STATE/COUNTY-  IA/DECATUR
 LE0391  USGS QUAD   -  LAMONI SOUTH (1981)
 LE0391
 LE0391                         *CURRENT SURVEY CONTROL
 LE0391  ___________________________________________________________________
 LE0391* NAD 83(1986)-  40 37 10.     (N)    093 53 19.     (W)     SCALED    
 LE0391* NAVD 88     -       339.358  (meters)    1113.38   (feet)  ADJUSTED  
 LE0391  ___________________________________________________________________
 LE0391  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 LE0391  DYNAMIC HT  -         339.187 (meters)    1112.82  (feet)  COMP
 LE0391  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 LE0391
 LE0391  VERT ORDER  -  SECOND    CLASS 0
 LE0391
 LE0391.The horizontal coordinates were scaled from a topographic map and have
 LE0391.an estimated accuracy of +/- 6 seconds.
 LE0391
 LE0391.The orthometric height was determined by differential leveling
 LE0391.and adjusted by the National Geodetic Survey in June 1991..
 LE0391
 LE0391.The geoid height was determined by GEOID03.
 LE0391
 LE0391.The dynamic height is computed by dividing the NAVD 88
 LE0391.geopotential number by the normal gravity value computed on the
 LE0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0391.degrees latitude (g = 980.6199 gals.).
 LE0391
 LE0391.The modeled gravity was interpolated from observed gravity values.
 LE0391
 LE0391;                    North         East    Units  Estimated Accuracy
 LE0391;SPC IA S     -    68,860.      467,120.      MT  (+/- 180 meters Scaled)
 LE0391
 LE0391                          SUPERSEDED SURVEY CONTROL
 LE0391
 LE0391  NGVD 29 (??/??/92)  339.262  (m)         1113.06   (f) ADJ UNCH    2 0
 LE0391
 LE0391.Superseded values are not recommended for survey control.
 LE0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0391.See file dsdata.txt to determine how the superseded data were derived.
 LE0391
 LE0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE248968(NAD 83)
 LE0391_MARKER: DB = BENCH MARK DISK
 LE0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0391_STAMPING: U 114 1935
 LE0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0391+STABILITY: SURFACE MOTION
 LE0391
 LE0391  HISTORY     - Date     Condition        Report By
 LE0391  HISTORY     - 1935     MONUMENTED       CGS
 LE0391  HISTORY     - 1935     GOOD             NGS
 LE0391  HISTORY     - 1983     MARK NOT FOUND   LOCENG
 LE0391
 LE0391                          STATION DESCRIPTION
 LE0391
 LE0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0391'AT TOGO JUNCTION.
 LE0391'AT TOGO JUNCTION, DECATUR COUNTY, ON THE CHICAGO, BURLINGTON
 LE0391'AND QUINCY RAILROAD, 100 FEET EAST OF THE EAST CORNER OF THE
 LE0391'STATION, 40 FEET SOUTHEAST OF THE TRACK, 5 FEET NORTHEAST OF
 LE0391'A FENCE CORNER, 1.5 FEET NORTHWEST OF THE FENCE LINE, AND ABOUT
 LE0391'8 INCHES HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED U
 LE0391'114 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0391
 LE0391                          STATION RECOVERY (1983)
 LE0391
 LE0391'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 LE0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0314 ***********************************************************************
 MH0314  DESIGNATION -  U 116
 MH0314  PID         -  MH0314
 MH0314  STATE/COUNTY-  IA/WARREN
 MH0314  USGS QUAD   -  NORWALK (1972)
 MH0314
 MH0314                         *CURRENT SURVEY CONTROL
 MH0314  ___________________________________________________________________
 MH0314* NAD 83(1986)-  41 24 25.     (N)    093 43 37.     (W)     SCALED    
 MH0314* NAVD 88     -       296.983  (meters)     974.35   (feet)  POSTED    
 MH0314  ___________________________________________________________________
 MH0314  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 MH0314  DYNAMIC HT  -         296.860 (meters)     973.95  (feet)  COMP
 MH0314  MODELED GRAV-     980,184.8   (mgal)                       NAVD 88
 MH0314
 MH0314  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0314
 MH0314.The horizontal coordinates were scaled from a topographic map and have
 MH0314.an estimated accuracy of +/- 6 seconds.
 MH0314
 MH0314.The orthometric height was determined by differential leveling
 MH0314.and adjusted by the National Geodetic Survey in 1992..
 MH0314.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0314.rate of 0.0 thru 1.0 mm/km.
 MH0314
 MH0314.The geoid height was determined by GEOID03.
 MH0314
 MH0314.The dynamic height is computed by dividing the NAVD 88
 MH0314.geopotential number by the normal gravity value computed on the
 MH0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0314.degrees latitude (g = 980.6199 gals.).
 MH0314
 MH0314.The modeled gravity was interpolated from observed gravity values.
 MH0314
 MH0314;                    North         East    Units  Estimated Accuracy
 MH0314;SPC IA S     -   156,270.      481,030.      MT  (+/- 180 meters Scaled)
 MH0314
 MH0314                          SUPERSEDED SURVEY CONTROL
 MH0314
 MH0314  NGVD 29 (??/??/92)  296.965  (m)          974.29   (f) ADJ UNCH    2 0
 MH0314
 MH0314.Superseded values are not recommended for survey control.
 MH0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0314.See file dsdata.txt to determine how the superseded data were derived.
 MH0314
 MH0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF392841(NAD 83)
 MH0314_MARKER: DB = BENCH MARK DISK
 MH0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0314_STAMPING: U 116 1935
 MH0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0314+STABILITY: SURFACE MOTION
 MH0314
 MH0314  HISTORY     - Date     Condition        Report By
 MH0314  HISTORY     - 1935     MONUMENTED       CGS
 MH0314
 MH0314                          STATION DESCRIPTION
 MH0314
 MH0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0314'AT PROLE.
 MH0314'AT PROLE, WARREN COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MH0314'RAILROAD, 300 FEET EAST OF THE STATION, AT A ROAD CROSSING, 42
 MH0314'FEET EAST OF THE CENTERLINE OF THE ROAD, 27 FEET NORTH OF THE
 MH0314'CENTERLINE OF THE TRACK, 9 FEET EAST OF A FENCE CORNER, 1 FOOT
 MH0314'SOUTH OF THE FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 MH0314'STAMPED U 116 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0424 ***********************************************************************
 LE0424  DESIGNATION -  U 117
 LE0424  PID         -  LE0424
 LE0424  STATE/COUNTY-  IA/DECATUR
 LE0424  USGS QUAD   -  LAMONI SOUTH (1981)
 LE0424
 LE0424                         *CURRENT SURVEY CONTROL
 LE0424  ___________________________________________________________________
 LE0424* NAD 83(1986)-  40 37 21.     (N)    093 56 00.     (W)     SCALED    
 LE0424* NAVD 88     -       342.994  (meters)    1125.31   (feet)  ADJUSTED  
 LE0424  ___________________________________________________________________
 LE0424  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 LE0424  DYNAMIC HT  -         342.821 (meters)    1124.74  (feet)  COMP
 LE0424  MODELED GRAV-     980,111.4   (mgal)                       NAVD 88
 LE0424
 LE0424  VERT ORDER  -  SECOND    CLASS 0
 LE0424
 LE0424.The horizontal coordinates were scaled from a topographic map and have
 LE0424.an estimated accuracy of +/- 6 seconds.
 LE0424
 LE0424.The orthometric height was determined by differential leveling
 LE0424.and adjusted by the National Geodetic Survey in June 1991..
 LE0424
 LE0424.The geoid height was determined by GEOID03.
 LE0424
 LE0424.The dynamic height is computed by dividing the NAVD 88
 LE0424.geopotential number by the normal gravity value computed on the
 LE0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0424.degrees latitude (g = 980.6199 gals.).
 LE0424
 LE0424.The modeled gravity was interpolated from observed gravity values.
 LE0424
 LE0424;                    North         East    Units  Estimated Accuracy
 LE0424;SPC IA S     -    69,220.      463,330.      MT  (+/- 180 meters Scaled)
 LE0424
 LE0424                          SUPERSEDED SURVEY CONTROL
 LE0424
 LE0424  NGVD 29 (??/??/92)  342.897  (m)         1124.99   (f) ADJ UNCH    2 0
 LE0424
 LE0424.Superseded values are not recommended for survey control.
 LE0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0424.See file dsdata.txt to determine how the superseded data were derived.
 LE0424
 LE0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE210972(NAD 83)
 LE0424_MARKER: DB = BENCH MARK DISK
 LE0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0424_SP_SET: BUILDING
 LE0424_STAMPING: U 117 1935 1124.7
 LE0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0424
 LE0424  HISTORY     - Date     Condition        Report By
 LE0424  HISTORY     - 1935     MONUMENTED       CGS
 LE0424  HISTORY     - 1958     GOOD             NGS
 LE0424
 LE0424                          STATION DESCRIPTION
 LE0424
 LE0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LE0424'AT LAMONI.
 LE0424'ADDITIONAL MEASUREMENTS WERE MADE TO THE MARK AS FOLLOWS-- THE
 LE0424'MARK IS 56.0 FEET SOUTH OF AN EAST-WEST STREET, 180 FEET SOUTH
 LE0424'OF A STREET LIGHT AND 17.0 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 LE0424'SIDING ON THE NORTH SIDE OF THE DEPOT.  THE POWER LINE POLE PREVIOUSLY
 LE0424'MENTIONED IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0201 ***********************************************************************
 LE0201  DESIGNATION -  U 119
 LE0201  PID         -  LE0201
 LE0201  STATE/COUNTY-  IA/APPANOOSE
 LE0201  USGS QUAD   -  MORAVIA (1982)
 LE0201
 LE0201                         *CURRENT SURVEY CONTROL
 LE0201  ___________________________________________________________________
 LE0201* NAD 83(1986)-  40 53 33.     (N)    092 48 45.     (W)     SCALED    
 LE0201* NAVD 88     -       304.439  (meters)     998.81   (feet)  POSTED    
 LE0201  ___________________________________________________________________
 LE0201  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LE0201  DYNAMIC HT  -         304.300 (meters)     998.36  (feet)  COMP
 LE0201  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
 LE0201
 LE0201  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LE0201
 LE0201.The horizontal coordinates were scaled from a topographic map and have
 LE0201.an estimated accuracy of +/- 6 seconds.
 LE0201
 LE0201.The orthometric height was determined by differential leveling
 LE0201.and adjusted by the National Geodetic Survey in 1992..
 LE0201.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LE0201.rate of 2.1 thru 3.0 mm/km.
 LE0201
 LE0201.The geoid height was determined by GEOID03.
 LE0201
 LE0201.The dynamic height is computed by dividing the NAVD 88
 LE0201.geopotential number by the normal gravity value computed on the
 LE0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0201.degrees latitude (g = 980.6199 gals.).
 LE0201
 LE0201.The modeled gravity was interpolated from observed gravity values.
 LE0201
 LE0201;                    North         East    Units  Estimated Accuracy
 LE0201;SPC IA S     -    99,340.      557,930.      MT  (+/- 180 meters Scaled)
 LE0201
 LE0201                          SUPERSEDED SURVEY CONTROL
 LE0201
 LE0201  NGVD 29 (??/??/92)  304.388  (m)          998.65   (f) ADJ UNCH    2 0
 LE0201
 LE0201.Superseded values are not recommended for survey control.
 LE0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0201.See file dsdata.txt to determine how the superseded data were derived.
 LE0201
 LE0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF157268(NAD 83)
 LE0201_MARKER: DB = BENCH MARK DISK
 LE0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0201_STAMPING: U 119 1935
 LE0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0201+STABILITY: SURFACE MOTION
 LE0201
 LE0201  HISTORY     - Date     Condition        Report By
 LE0201  HISTORY     - 1935     MONUMENTED       CGS
 LE0201  HISTORY     - 20020911 POOR             NRCS
 LE0201
 LE0201                          STATION DESCRIPTION
 LE0201
 LE0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0201'AT MORAVIA.
 LE0201'AT MORAVIA, APPANOOSE COUNTY, AT THE NORTHWEST CORNER OF THE CITY
 LE0201'PARK, 153 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RECREATION
 LE0201'HALL AT THE CENTER OF THE PARK, AND 6 FEET SOUTHEAST OF A FLAGPOLE.
 LE0201'A STANDARD DISK, STAMPED U 119 1935 AND SET IN THE TOP OF A CONCRETE
 LE0201'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LE0201
 LE0201                          STATION RECOVERY (2002)
 LE0201
 LE0201'RECOVERY NOTE BY NATL RESOUR CONSERV 2002 (CGF)
 LE0201'MARK HAS BEEN RESET BY CITY MAINTENANCE CREW, IN CONCRETE SLAB. IT IS
 LE0201'NOT IN IT'S ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0535 ***********************************************************************
 LD0535  DESIGNATION -  U 120
 LD0535  PID         -  LD0535
 LD0535  STATE/COUNTY-  IA/LEE
 LD0535  USGS QUAD   -  NAUVOO (1975)
 LD0535
 LD0535                         *CURRENT SURVEY CONTROL
 LD0535  ___________________________________________________________________
 LD0535* NAD 83(1986)-  40 35 04.     (N)    091 26 11.     (W)     SCALED    
 LD0535* NAVD 88     -       175.560  (meters)     575.98   (feet)  ADJUSTED  
 LD0535  ___________________________________________________________________
 LD0535  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LD0535  DYNAMIC HT  -         175.475 (meters)     575.70  (feet)  COMP
 LD0535  MODELED GRAV-     980,138.6   (mgal)                       NAVD 88
 LD0535
 LD0535  VERT ORDER  -  SECOND    CLASS 0
 LD0535
 LD0535.The horizontal coordinates were scaled from a topographic map and have
 LD0535.an estimated accuracy of +/- 6 seconds.
 LD0535
 LD0535.The orthometric height was determined by differential leveling
 LD0535.and adjusted by the National Geodetic Survey in June 1991..
 LD0535
 LD0535.The geoid height was determined by GEOID03.
 LD0535
 LD0535.The dynamic height is computed by dividing the NAVD 88
 LD0535.geopotential number by the normal gravity value computed on the
 LD0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0535.degrees latitude (g = 980.6199 gals.).
 LD0535
 LD0535.The modeled gravity was interpolated from observed gravity values.
 LD0535
 LD0535;                    North         East    Units  Estimated Accuracy
 LD0535;SPC IA S     -    66,970.      674,690.      MT  (+/- 180 meters Scaled)
 LD0535
 LD0535                          SUPERSEDED SURVEY CONTROL
 LD0535
 LD0535  NGVD 29 (??/??/92)  175.596  (m)          576.10   (f) ADJ UNCH    2 0
 LD0535
 LD0535.Superseded values are not recommended for survey control.
 LD0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0535.See file dsdata.txt to determine how the superseded data were derived.
 LD0535
 LD0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE323938(NAD 83)
 LD0535_MARKER: DB = BENCH MARK DISK
 LD0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0535_SP_SET: BUILDING
 LD0535_STAMPING: U 120 1935
 LD0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0535
 LD0535  HISTORY     - Date     Condition        Report By
 LD0535  HISTORY     - 1935     MONUMENTED       CGS
 LD0535
 LD0535                          STATION DESCRIPTION
 LD0535
 LD0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0535'1.2 MI E FROM BRICKER.
 LD0535'1.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 LD0535'THE STATION AT BRICKER, LEE COUNTY, AT THE CHICAGO, BURLINGTON
 LD0535'AND QUINCY RAILROAD UNDERPASS, IN THE TOP OF THE WEST BACKWALL,
 LD0535'10 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND 1/2 FOOT
 LD0535'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED U 120 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0648 ***********************************************************************
 LD0648  DESIGNATION -  U 121
 LD0648  PID         -  LD0648
 LD0648  STATE/COUNTY-  IA/VAN BUREN
 LD0648  USGS QUAD   -  BONAPARTE (1982)
 LD0648
 LD0648                         *CURRENT SURVEY CONTROL
 LD0648  ___________________________________________________________________
 LD0648* NAD 83(1986)-  40 38 10.     (N)    091 45 59.     (W)     SCALED    
 LD0648* NAVD 88     -       169.474  (meters)     556.02   (feet)  ADJUSTED  
 LD0648  ___________________________________________________________________
 LD0648  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 LD0648  DYNAMIC HT  -         169.392 (meters)     555.75  (feet)  COMP
 LD0648  MODELED GRAV-     980,139.7   (mgal)                       NAVD 88
 LD0648
 LD0648  VERT ORDER  -  SECOND    CLASS 0
 LD0648
 LD0648.The horizontal coordinates were scaled from a topographic map and have
 LD0648.an estimated accuracy of +/- 6 seconds.
 LD0648
 LD0648.The orthometric height was determined by differential leveling
 LD0648.and adjusted by the National Geodetic Survey in June 1991..
 LD0648
 LD0648.The geoid height was determined by GEOID03.
 LD0648
 LD0648.The dynamic height is computed by dividing the NAVD 88
 LD0648.geopotential number by the normal gravity value computed on the
 LD0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0648.degrees latitude (g = 980.6199 gals.).
 LD0648
 LD0648.The modeled gravity was interpolated from observed gravity values.
 LD0648
 LD0648;                    North         East    Units  Estimated Accuracy
 LD0648;SPC IA S     -    72,100.      646,650.      MT  (+/- 180 meters Scaled)
 LD0648
 LD0648                          SUPERSEDED SURVEY CONTROL
 LD0648
 LD0648  NGVD 29 (??/??/92)  169.498  (m)          556.09   (f) ADJ UNCH    2 0
 LD0648
 LD0648.Superseded values are not recommended for survey control.
 LD0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0648.See file dsdata.txt to determine how the superseded data were derived.
 LD0648
 LD0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE043990(NAD 83)
 LD0648_MARKER: DB = BENCH MARK DISK
 LD0648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0648_SP_SET: BRIDGE
 LD0648_STAMPING: U 121 1935
 LD0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0648
 LD0648  HISTORY     - Date     Condition        Report By
 LD0648  HISTORY     - 1935     MONUMENTED       CGS
 LD0648
 LD0648                          STATION DESCRIPTION
 LD0648
 LD0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0648'1.9 MI W FROM FARMINGTON.
 LD0648'1.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0648'FROM THE STATION AT FARMINGTON, VAN BUREN COUNTY, 4.6 MILES
 LD0648'EAST OF WILLIT, 17 POLES EAST OF MILEPOST 46, AT 175-FOOT STEEL
 LD0648'GIRDER BRIDGE 45.57 OVER INDIAN CREEK, IN THE TOP OF THE EAST
 LD0648'ABUTMENT, 6 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 6
 LD0648'INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED U 121 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0617 ***********************************************************************
 LD0617  DESIGNATION -  U 122
 LD0617  PID         -  LD0617
 LD0617  STATE/COUNTY-  IA/LEE
 LD0617  USGS QUAD   -  SALEM (1981)
 LD0617
 LD0617                         *CURRENT SURVEY CONTROL
 LD0617  ___________________________________________________________________
 LD0617* NAD 83(1986)-  40 47 05.     (N)    091 33 52.     (W)     SCALED    
 LD0617* NAVD 88     -       196.018  (meters)     643.10   (feet)  ADJUSTED  
 LD0617  ___________________________________________________________________
 LD0617  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LD0617  DYNAMIC HT  -         195.925 (meters)     642.80  (feet)  COMP
 LD0617  MODELED GRAV-     980,148.1   (mgal)                       NAVD 88
 LD0617
 LD0617  VERT ORDER  -  SECOND    CLASS 0
 LD0617
 LD0617.The horizontal coordinates were scaled from a topographic map and have
 LD0617.an estimated accuracy of +/- 6 seconds.
 LD0617
 LD0617.The orthometric height was determined by differential leveling
 LD0617.and adjusted by the National Geodetic Survey in June 1991..
 LD0617
 LD0617.The geoid height was determined by GEOID03.
 LD0617
 LD0617.The dynamic height is computed by dividing the NAVD 88
 LD0617.geopotential number by the normal gravity value computed on the
 LD0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0617.degrees latitude (g = 980.6199 gals.).
 LD0617
 LD0617.The modeled gravity was interpolated from observed gravity values.
 LD0617
 LD0617;                    North         East    Units  Estimated Accuracy
 LD0617;SPC IA S     -    88,960.      663,360.      MT  (+/- 180 meters Scaled)
 LD0617
 LD0617                          SUPERSEDED SURVEY CONTROL
 LD0617
 LD0617  NGVD 29 (??/??/92)  196.050  (m)          643.21   (f) ADJ UNCH    2 0
 LD0617
 LD0617.Superseded values are not recommended for survey control.
 LD0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0617.See file dsdata.txt to determine how the superseded data were derived.
 LD0617
 LD0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF211158(NAD 83)
 LD0617_MARKER: DB = BENCH MARK DISK
 LD0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0617_STAMPING: U 122 1935
 LD0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0617+STABILITY: SURFACE MOTION
 LD0617
 LD0617  HISTORY     - Date     Condition        Report By
 LD0617  HISTORY     - 1935     MONUMENTED       CGS
 LD0617  HISTORY     - 1941     GOOD             NGS
 LD0617
 LD0617                          STATION DESCRIPTION
 LD0617
 LD0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LD0617'9.7 MI N FROM DONNELLSON.
 LD0617'9.7 MILES NORTH ALONG U.S. HIGHWAY 218 FROM A CROSSING OF THE
 LD0617'CHICAGO, BURLINGTON AND QUINCY RAILROAD AT DONNELLSON, LEE
 LD0617'COUNTY, AT THE INTERSECTION OF STATE HIGHWAY 16, 23 FEET NORTH
 LD0617'OF THE CENTERLINE OF THE STATE HIGHWAY, 22 FEET WEST OF THE
 LD0617'CENTERLINE OF THE U.S. HIGHWAY, AND AT THE SOUTHEAST CORNER OF
 LD0617'A TRIANGULAR PARK.  A STANDARD DISK, STAMPED U 122 1935 AND
 LD0617'SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS IN DANGER
 LD0617'OF MOWER AND OF TRAFFIC, SHOULD BE MOVED BACK FROM INTERSECTION
 LD0617'TO FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0495 ***********************************************************************
 MG0495  DESIGNATION -  U 123
 MG0495  PID         -  MG0495
 MG0495  STATE/COUNTY-  IA/WASHINGTON
 MG0495  USGS QUAD   -  WASHINGTON (1969)
 MG0495
 MG0495                         *CURRENT SURVEY CONTROL
 MG0495  ___________________________________________________________________
 MG0495* NAD 83(1996)-  41 16 10.77443(N)    091 38 39.86784(W)     ADJUSTED  
 MG0495* NAVD 88     -       228.130  (meters)     748.46   (feet)  ADJUSTED  
 MG0495  ___________________________________________________________________
 MG0495  X           -    -137,772.440 (meters)                     COMP
 MG0495  Y           -  -4,799,060.263 (meters)                     COMP
 MG0495  Z           -   4,185,107.384 (meters)                     COMP
 MG0495  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 MG0495  ELLIP HEIGHT-         195.38  (meters)          (05/06/99) GPS OBS
 MG0495  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MG0495  DYNAMIC HT  -         228.032 (meters)     748.13  (feet)  COMP
 MG0495  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 MG0495
 MG0495  HORZ ORDER  -  THIRD
 MG0495  VERT ORDER  -  SECOND    CLASS 0
 MG0495  ELLP ORDER  -  FOURTH    CLASS I
 MG0495
 MG0495.The horizontal coordinates were established by GPS observations
 MG0495.and adjusted by the National Geodetic Survey in May 1999..
 MG0495
 MG0495.The orthometric height was determined by differential leveling
 MG0495.and adjusted by the National Geodetic Survey in June 1991..
 MG0495
 MG0495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MG0495
 MG0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0495
 MG0495.The ellipsoidal height was determined by GPS observations
 MG0495.and is referenced to NAD 83.
 MG0495
 MG0495.The geoid height was determined by GEOID03.
 MG0495
 MG0495.The dynamic height is computed by dividing the NAVD 88
 MG0495.geopotential number by the normal gravity value computed on the
 MG0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0495.degrees latitude (g = 980.6199 gals.).
 MG0495
 MG0495.The modeled gravity was interpolated from observed gravity values.
 MG0495
 MG0495;                    North         East     Units Scale Factor Converg.
 MG0495;SPC IA S     -   142,652.410   655,462.869   MT  0.99994909   +1 13 20.2
 MG0495;UTM  15      - 4,569,578.594   613,542.866   MT  0.99975866   +0 53 39.3
 MG0495
 MG0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0495!SPC IA S     -   0.99996935  x   0.99994909  =   0.99991845
 MG0495!UTM  15      -   0.99996935  x   0.99975866  =   0.99972802
 MG0495
 MG0495                          SUPERSEDED SURVEY CONTROL
 MG0495
 MG0495  NAD 83(1986)-  41 16 10.78252(N)    091 38 39.88167(W) AD(       ) 3
 MG0495  NGVD 29 (??/??/92)  228.167  (m)          748.58   (f) ADJ UNCH    2 0
 MG0495
 MG0495.Superseded values are not recommended for survey control.
 MG0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0495.See file dsdata.txt to determine how the superseded data were derived.
 MG0495
 MG0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF1354369579(NAD 83)
 MG0495_MARKER: DB = BENCH MARK DISK
 MG0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0495_SP_SET: CONCRETE POST
 MG0495_STAMPING: U 123 1935
 MG0495_MARK LOGO: CGS   
 MG0495_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0495+STABILITY: SURFACE MOTION
 MG0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0495+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 MG0495
 MG0495  HISTORY     - Date     Condition        Report By
 MG0495  HISTORY     - 1935     MONUMENTED       CGS
 MG0495  HISTORY     - 1941     GOOD             NGS
 MG0495  HISTORY     - 1981     GOOD             LOCSUR
 MG0495  HISTORY     - 19890812 GOOD             NGS
 MG0495  HISTORY     - 20051029 GOOD             GEOCAC
 MG0495
 MG0495                          STATION DESCRIPTION
 MG0495
 MG0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0495'3.3 MI SE FROM WASHINGTON.
 MG0495'3.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MG0495'RAILROAD FROM THE STATION AT WASHINGTON, AT A ROAD CROSSING,
 MG0495'24 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 24 FEET WEST
 MG0495'OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTHEAST OF A FENCE CORNER,
 MG0495'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MG0495'U 123 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BENCH
 MG0495'MARK SHOULD BE MOVED BACK FROM HIGHWAY.
 MG0495
 MG0495                          STATION RECOVERY (1981)
 MG0495
 MG0495'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 MG0495'RECOVERED IN GOOD CONDITION.
 MG0495
 MG0495                          STATION RECOVERY (1989)
 MG0495
 MG0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MG0495'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHEAST OF WASHINGTON,
 MG0495'2.1 KM (1.30 MI) EAST-SOUTHEAST OF THE WASHINGTON MUNICIPAL AIRPORT
 MG0495'AND ALONG THE WEST SIDE OF A GRAVEL ROAD.  OWNERSHIP--DEPARTMENT OF
 MG0495'TRANSPORTATION, 800 LINCOLN WAY, AMES, IA 50010, PHONE (319) 239-1101.
 MG0495'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 92 AND 2ND
 MG0495'AVENUE, AT THE MUNICIPAL BUILDING IN WASHINGTON, GO EAST ON STATE
 MG0495'HIGHWAY 92 FOR 1.8 KM (1.10 MI) TO THE JUNCTION OF AIRPORT ROAD ON THE
 MG0495'RIGHT.  TURN RIGHT, SOUTH, ON AIRPORT ROAD FOR 1.85 KM (1.15 MI) TO
 MG0495'THE JUNCTION OF A GRAVEL ROAD ON THE LEFT.  TURN LEFT, EAST, ON THE
 MG0495'GRAVEL ROAD FOR 2.1 KM (1.30 MI) TO THE INTERSECTION OF A GRAVEL ROAD.
 MG0495'TURN RIGHT, SOUTH, ON THE GRAVEL ROAD FOR 1.1 KM (0.70 MI) TO THE
 MG0495'STATION ON THE RIGHT, ABOUT 0.25 KM (0.15 MI) SOUTH OF 3 GRAIN STORAGE
 MG0495'BINS.
 MG0495'THE STATION IS A STANDARD CGS BENCHMARK DISK FLUSH WITH THE GROUND.
 MG0495'LOCATED 240.0 M (787.4 FT) SOUTH OF THE SOUTH GRAIN STORAGE BIN, 16.3
 MG0495'M (53.5 FT) WEST-SOUTHWEST OF A POWER POLE WITH POWER LINES CROSSING
 MG0495'THE GRAVEL ROAD, 8.0 M (26.2 FT) WEST OF THE CENTER OF THE ROAD, 0.3 M
 MG0495'(1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST AND 0.2 M (0.7 FT) EAST OF
 MG0495'A METAL WITNESS POST.
 MG0495'DESCRIBED BY M. L. MCCREADY.
 MG0495
 MG0495                          STATION RECOVERY (2005)
 MG0495
 MG0495'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0495'ON QUINCE AVE. NO FENCE. RAILROAD IS DISMANTLED AND REGRADED BUT
 MG0495'CROSSING IS DISCERNABLE AS OFFSET FIELD DRIVE ON EACH SIDE OF ROAD.
 MG0495'POWER LINE CROSSES ROAD NE TO SW TO SOUTH OF STATION. SKY VISIBILITY
 MG0495'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0593 ***********************************************************************
 LD0593  DESIGNATION -  U 124
 LD0593  PID         -  LD0593
 LD0593  STATE/COUNTY-  IA/JEFFERSON
 LD0593  USGS QUAD   -  LOCKRIDGE WEST (1980)
 LD0593
 LD0593                         *CURRENT SURVEY CONTROL
 LD0593  ___________________________________________________________________
 LD0593* NAD 83(1986)-  40 59 43.     (N)    091 46 33.     (W)     SCALED    
 LD0593* NAVD 88     -       222.802  (meters)     730.98   (feet)  ADJUSTED  
 LD0593  ___________________________________________________________________
 LD0593  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LD0593  DYNAMIC HT  -         222.702 (meters)     730.65  (feet)  COMP
 LD0593  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 LD0593
 LD0593  VERT ORDER  -  SECOND    CLASS 0
 LD0593
 LD0593.The horizontal coordinates were scaled from a topographic map and have
 LD0593.an estimated accuracy of +/- 6 seconds.
 LD0593
 LD0593.The orthometric height was determined by differential leveling
 LD0593.and adjusted by the National Geodetic Survey in June 1991..
 LD0593
 LD0593.The geoid height was determined by GEOID03.
 LD0593
 LD0593.The dynamic height is computed by dividing the NAVD 88
 LD0593.geopotential number by the normal gravity value computed on the
 LD0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0593.degrees latitude (g = 980.6199 gals.).
 LD0593
 LD0593.The modeled gravity was interpolated from observed gravity values.
 LD0593
 LD0593;                    North         East    Units  Estimated Accuracy
 LD0593;SPC IA S     -   111,960.      645,060.      MT  (+/- 180 meters Scaled)
 LD0593
 LD0593                          SUPERSEDED SURVEY CONTROL
 LD0593
 LD0593  NGVD 29 (??/??/92)  222.840  (m)          731.10   (f) ADJ UNCH    2 0
 LD0593
 LD0593.Superseded values are not recommended for survey control.
 LD0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0593.See file dsdata.txt to determine how the superseded data were derived.
 LD0593
 LD0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF029389(NAD 83)
 LD0593_MARKER: DB = BENCH MARK DISK
 LD0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0593_STAMPING: U 124 1935
 LD0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0593+STABILITY: SURFACE MOTION
 LD0593
 LD0593  HISTORY     - Date     Condition        Report By
 LD0593  HISTORY     - 1935     MONUMENTED       CGS
 LD0593
 LD0593                          STATION DESCRIPTION
 LD0593
 LD0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0593'1.4 MI W FROM LOCKRIDGE.
 LD0593'1.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0593'FROM THE STATION AT LOCKRIDGE, JEFFERSON COUNTY, AT UNDERPASS
 LD0593'245.35, IN THE TOP OF THE NORTHEAST CORNER OF THE SOUTHEAST
 LD0593'CONCRETE PEDESTAL FOUNDATION, 11 FEET SOUTH OF THE CENTERLINE OF
 LD0593'THE SOUTH TRACK, AND 1-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD
 LD0593'DISK, STAMPED U 124 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0522 ***********************************************************************
 LD0522  DESIGNATION -  U 125
 LD0522  PID         -  LD0522
 LD0522  STATE/COUNTY-  IA/DES MOINES
 LD0522  USGS QUAD   -  DANVILLE (1981)
 LD0522
 LD0522                         *CURRENT SURVEY CONTROL
 LD0522  ___________________________________________________________________
 LD0522* NAD 83(1986)-  40 49 48.     (N)    091 15 42.     (W)     SCALED    
 LD0522* NAVD 88     -       221.482  (meters)     726.65   (feet)  ADJUSTED  
 LD0522  ___________________________________________________________________
 LD0522  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 LD0522  DYNAMIC HT  -         221.379 (meters)     726.31  (feet)  COMP
 LD0522  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 LD0522
 LD0522  VERT ORDER  -  SECOND    CLASS 0
 LD0522
 LD0522.The horizontal coordinates were scaled from a topographic map and have
 LD0522.an estimated accuracy of +/- 6 seconds.
 LD0522
 LD0522.The orthometric height was determined by differential leveling
 LD0522.and adjusted by the National Geodetic Survey in June 1991..
 LD0522
 LD0522.The geoid height was determined by GEOID03.
 LD0522
 LD0522.The dynamic height is computed by dividing the NAVD 88
 LD0522.geopotential number by the normal gravity value computed on the
 LD0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0522.degrees latitude (g = 980.6199 gals.).
 LD0522
 LD0522.The modeled gravity was interpolated from observed gravity values.
 LD0522
 LD0522;                    North         East    Units  Estimated Accuracy
 LD0522;SPC IA S     -    94,600.      688,780.      MT  (+/- 180 meters Scaled)
 LD0522
 LD0522                          SUPERSEDED SURVEY CONTROL
 LD0522
 LD0522  NGVD 29 (??/??/92)  221.531  (m)          726.81   (f) ADJ UNCH    2 0
 LD0522
 LD0522.Superseded values are not recommended for survey control.
 LD0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0522.See file dsdata.txt to determine how the superseded data were derived.
 LD0522
 LD0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF465213(NAD 83)
 LD0522_MARKER: DB = BENCH MARK DISK
 LD0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0522_STAMPING: U 125 1935
 LD0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0522+STABILITY: SURFACE MOTION
 LD0522
 LD0522  HISTORY     - Date     Condition        Report By
 LD0522  HISTORY     - 1935     MONUMENTED       CGS
 LD0522
 LD0522                          STATION DESCRIPTION
 LD0522
 LD0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0522'AT MIDDLETOWN.
 LD0522'AT MIDDLETOWN, DES MOINES COUNTY, ON THE CHICAGO, BURLINGTON AND
 LD0522'QUINCY RAILROAD, 250 FEET WEST OF THE STATION, AT A ROAD CROSSING,
 LD0522'50 FEET EAST OF THE CENTERLINE OF THE ROAD, 30 FEET NORTH OF THE
 LD0522'CENTERLINE OF THE NORTH TRACK, 3 FEET SOUTH OF A POLE, AND ABOUT
 LD0522'ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED U 125 1935
 LD0522'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0452 ***********************************************************************
 MG0452  DESIGNATION -  U 126
 MG0452  PID         -  MG0452
 MG0452  STATE/COUNTY-  IA/LOUISA
 MG0452  USGS QUAD   -  OAKVILLE (1965)
 MG0452
 MG0452                         *CURRENT SURVEY CONTROL
 MG0452  ___________________________________________________________________
 MG0452* NAD 83(1986)-  41 06 08.     (N)    091 01 31.     (W)     SCALED    
 MG0452* NAVD 88     -       164.410  (meters)     539.40   (feet)  ADJUSTED  
 MG0452  ___________________________________________________________________
 MG0452  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MG0452  DYNAMIC HT  -         164.339 (meters)     539.17  (feet)  COMP
 MG0452  MODELED GRAV-     980,192.3   (mgal)                       NAVD 88
 MG0452
 MG0452  VERT ORDER  -  SECOND    CLASS 0
 MG0452
 MG0452.The horizontal coordinates were scaled from a topographic map and have
 MG0452.an estimated accuracy of +/- 6 seconds.
 MG0452
 MG0452.The orthometric height was determined by differential leveling
 MG0452.and adjusted by the National Geodetic Survey in June 1991..
 MG0452
 MG0452.The geoid height was determined by GEOID03.
 MG0452
 MG0452.The dynamic height is computed by dividing the NAVD 88
 MG0452.geopotential number by the normal gravity value computed on the
 MG0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0452.degrees latitude (g = 980.6199 gals.).
 MG0452
 MG0452.The modeled gravity was interpolated from observed gravity values.
 MG0452
 MG0452;                    North         East    Units  Estimated Accuracy
 MG0452;SPC IA S     -   125,360.      707,850.      MT  (+/- 180 meters Scaled)
 MG0452
 MG0452                          SUPERSEDED SURVEY CONTROL
 MG0452
 MG0452  NGVD 29 (??/??/92)  164.477  (m)          539.62   (f) ADJ UNCH    2 0
 MG0452
 MG0452.Superseded values are not recommended for survey control.
 MG0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0452.See file dsdata.txt to determine how the superseded data were derived.
 MG0452
 MG0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF658519(NAD 83)
 MG0452_MARKER: DB = BENCH MARK DISK
 MG0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0452_STAMPING: U 126 1935
 MG0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0452+STABILITY: SURFACE MOTION
 MG0452
 MG0452  HISTORY     - Date     Condition        Report By
 MG0452  HISTORY     - 1935     MONUMENTED       CGS
 MG0452  HISTORY     - 1940     GOOD             NGS
 MG0452  HISTORY     - 1964     POOR             USGS
 MG0452
 MG0452                          STATION DESCRIPTION
 MG0452
 MG0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MG0452'1 MI E FROM OAKVILLE.
 MG0452'1.0 MILE EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 MG0452'FROM THE STATION AT OAKVILLE, LOUISA COUNTY, AT POLE 394+01,
 MG0452'42 FEET EAST OF THE CENTERLINE OF THE ROAD, AND ABOUT 6 FEET
 MG0452'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED U 126 1935
 MG0452'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BETWEEN THE
 MG0452'THIRD AND FOURTH POLE EAST OF MILEPOST 395.
 MG0452
 MG0452                          STATION RECOVERY (1964)
 MG0452
 MG0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MG0452'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0851 ***********************************************************************
 LF0851  DESIGNATION -  U 127
 LF0851  PID         -  LF0851
 LF0851  STATE/COUNTY-  IA/FREMONT
 LF0851  USGS QUAD   -  NEBRASKA CITY (1984)
 LF0851
 LF0851                         *CURRENT SURVEY CONTROL
 LF0851  ___________________________________________________________________
 LF0851* NAD 83(1986)-  40 41 19.     (N)    095 46 33.     (W)     SCALED    
 LF0851* NAVD 88     -       283.139  (meters)     928.93   (feet)  ADJUSTED  
 LF0851  ___________________________________________________________________
 LF0851  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LF0851  DYNAMIC HT  -         282.991 (meters)     928.45  (feet)  COMP
 LF0851  MODELED GRAV-     980,094.8   (mgal)                       NAVD 88
 LF0851
 LF0851  VERT ORDER  -  FIRST     CLASS II
 LF0851
 LF0851.The horizontal coordinates were scaled from a topographic map and have
 LF0851.an estimated accuracy of +/- 6 seconds.
 LF0851
 LF0851.The orthometric height was determined by differential leveling
 LF0851.and adjusted by the National Geodetic Survey in June 1991..
 LF0851
 LF0851.The geoid height was determined by GEOID03.
 LF0851
 LF0851.The dynamic height is computed by dividing the NAVD 88
 LF0851.geopotential number by the normal gravity value computed on the
 LF0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0851.degrees latitude (g = 980.6199 gals.).
 LF0851
 LF0851.The modeled gravity was interpolated from observed gravity values.
 LF0851
 LF0851;                    North         East    Units  Estimated Accuracy
 LF0851;SPC IA S     -    78,990.      307,650.      MT  (+/- 180 meters Scaled)
 LF0851
 LF0851                          SUPERSEDED SURVEY CONTROL
 LF0851
 LF0851  NGVD 29 (??/??/92)  283.037  (m)          928.60   (f) ADJ UNCH    1 2
 LF0851
 LF0851.Superseded values are not recommended for survey control.
 LF0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0851.See file dsdata.txt to determine how the superseded data were derived.
 LF0851
 LF0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF654078(NAD 83)
 LF0851_MARKER: DB = BENCH MARK DISK
 LF0851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0851_SP_SET: PIER
 LF0851_STAMPING: U 127 1947
 LF0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0851
 LF0851  HISTORY     - Date     Condition        Report By
 LF0851  HISTORY     - 1947     MONUMENTED       CGS
 LF0851  HISTORY     - 1948     GOOD             NGS
 LF0851  HISTORY     - 1979     GOOD             LOCSUR
 LF0851  HISTORY     - 19890724 MARK NOT FOUND   NGS
 LF0851
 LF0851                          STATION DESCRIPTION
 LF0851
 LF0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0851'1.7 MI NW FROM PAYNE.
 LF0851'1.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0851'RAILROAD FROM THE STATION AT PAYNE (NEBRASKA CITY JUNCTION),
 LF0851'AT THE OVER HEAD CROSSING OF IOWA STATE HIGHWAY NO. 2, 14.7 FEET
 LF0851'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 4.0 FEET BELOW
 LF0851'A POINT IN LINE WITH THE TOP OF A CONCRETE CONNECTING LINK WHICH
 LF0851'IS BETWEEN TWO CONCRETE PIERS WHICH ARE ON THE SOUTHWEST SIDE
 LF0851'OF THE TRACK, ABOUT 4 FEET ABOVE THE RAILS, SET VERTICALLY IN
 LF0851'THE CENTER OF THE NORTHEAST FACE OF THE MOST NORTHWESTERLY ONE
 LF0851'OF TWO CONCRETE PIERS ON THE SOUTHWEST SIDE OF THE TRACK.
 LF0851
 LF0851                          STATION RECOVERY (1948)
 LF0851
 LF0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0851'RECOVERED IN GOOD CONDITION.
 LF0851
 LF0851                          STATION RECOVERY (1979)
 LF0851
 LF0851'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 LF0851'RECOVERED IN GOOD CONDITION.
 LF0851
 LF0851                          STATION RECOVERY (1989)
 LF0851
 LF0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0851'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0047 ***********************************************************************
 MK0047  DESIGNATION -  U 128
 MK0047  PID         -  MK0047
 MK0047  STATE/COUNTY-  IA/HARRISON
 MK0047  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0047
 MK0047                         *CURRENT SURVEY CONTROL
 MK0047  ___________________________________________________________________
 MK0047* NAD 83(1986)-  41 48 38.     (N)    096 02 54.     (W)     SCALED    
 MK0047* NAVD 88     -       315.709  (meters)    1035.79   (feet)  ADJUSTED  
 MK0047  ___________________________________________________________________
 MK0047  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 MK0047  DYNAMIC HT  -         315.583 (meters)    1035.38  (feet)  COMP
 MK0047  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 MK0047
 MK0047  VERT ORDER  -  FIRST     CLASS II
 MK0047
 MK0047.The horizontal coordinates were scaled from a topographic map and have
 MK0047.an estimated accuracy of +/- 6 seconds.
 MK0047
 MK0047.The orthometric height was determined by differential leveling
 MK0047.and adjusted by the National Geodetic Survey in June 1991..
 MK0047
 MK0047.The geoid height was determined by GEOID03.
 MK0047
 MK0047.The dynamic height is computed by dividing the NAVD 88
 MK0047.geopotential number by the normal gravity value computed on the
 MK0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0047.degrees latitude (g = 980.6199 gals.).
 MK0047
 MK0047.The modeled gravity was interpolated from observed gravity values.
 MK0047
 MK0047;                    North         East    Units  Estimated Accuracy
 MK0047;SPC IA S     -   204,170.      288,270.      MT  (+/- 180 meters Scaled)
 MK0047
 MK0047                          SUPERSEDED SURVEY CONTROL
 MK0047
 MK0047  NGVD 29 (??/??/92)  315.560  (m)         1035.30   (f) ADJ UNCH    1 2
 MK0047
 MK0047.Superseded values are not recommended for survey control.
 MK0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0047.See file dsdata.txt to determine how the superseded data were derived.
 MK0047
 MK0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM451329(NAD 83)
 MK0047_MARKER: DB = BENCH MARK DISK
 MK0047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0047_SP_SET: BRIDGE
 MK0047_STAMPING: U 128 1948
 MK0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0047
 MK0047  HISTORY     - Date     Condition        Report By
 MK0047  HISTORY     - 1948     MONUMENTED       CGS
 MK0047  HISTORY     - 1949     GOOD             NGS
 MK0047  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 MK0047  HISTORY     - 19890828 MARK NOT FOUND   NGS
 MK0047
 MK0047                          STATION DESCRIPTION
 MK0047
 MK0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MK0047'0.5 MI N FROM LITTLE SIOUX.
 MK0047'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0047'FROM THE STATION AT RIVER SIOUX, SET IN THE NORTH ROCK BASE
 MK0047'OF RAILROAD BRIDGE 523, WHICH IS OVER THE LITTLE SIOUX RIVER,
 MK0047'6.8 FEET WEST OF THE WEST RAIL OF THE TRACK, AND 6.0 FEET
 MK0047'LOWER THAN THE TRACK.
 MK0047
 MK0047                          STATION RECOVERY (1980)
 MK0047
 MK0047'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 MK0047'MARK NOT FOUND.
 MK0047
 MK0047                          STATION RECOVERY (1989)
 MK0047
 MK0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0047'NEW CONCRETE HAS BEEN PLACED AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0087 ***********************************************************************
 NM0087  DESIGNATION -  U 129
 NM0087  PID         -  NM0087
 NM0087  STATE/COUNTY-  IA/MONONA
 NM0087  USGS QUAD   -  ONAWA (1969)
 NM0087
 NM0087                         *CURRENT SURVEY CONTROL
 NM0087  ___________________________________________________________________
 NM0087* NAD 83(1986)-  42 04 08.     (N)    096 06 25.     (W)     SCALED    
 NM0087* NAVD 88     -       320.885  (meters)    1052.77   (feet)  ADJUSTED  
 NM0087  ___________________________________________________________________
 NM0087  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 NM0087  DYNAMIC HT  -         320.770 (meters)    1052.39  (feet)  COMP
 NM0087  MODELED GRAV-     980,255.4   (mgal)                       NAVD 88
 NM0087
 NM0087  VERT ORDER  -  FIRST     CLASS II
 NM0087
 NM0087.The horizontal coordinates were scaled from a topographic map and have
 NM0087.an estimated accuracy of +/- 6 seconds.
 NM0087
 NM0087.The orthometric height was determined by differential leveling
 NM0087.and adjusted by the National Geodetic Survey in June 1991..
 NM0087
 NM0087.The geoid height was determined by GEOID03.
 NM0087
 NM0087.The dynamic height is computed by dividing the NAVD 88
 NM0087.geopotential number by the normal gravity value computed on the
 NM0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0087.degrees latitude (g = 980.6199 gals.).
 NM0087
 NM0087.The modeled gravity was interpolated from observed gravity values.
 NM0087
 NM0087;                    North         East    Units  Estimated Accuracy
 NM0087;SPC IA N     - 1,066,520.    1,284,280.      MT  (+/- 180 meters Scaled)
 NM0087
 NM0087                          SUPERSEDED SURVEY CONTROL
 NM0087
 NM0087  NGVD 29 (??/??/92)  320.768  (m)         1052.39   (f) ADJ UNCH    1 2
 NM0087
 NM0087.Superseded values are not recommended for survey control.
 NM0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0087.See file dsdata.txt to determine how the superseded data were derived.
 NM0087
 NM0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM393614(NAD 83)
 NM0087_MARKER: DB = BENCH MARK DISK
 NM0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0087_SP_SET: CONCRETE POST
 NM0087_STAMPING: U 129 1948
 NM0087_MARK LOGO: CGS   
 NM0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0087+STABILITY: SURFACE MOTION
 NM0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0087+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1989
 NM0087
 NM0087  HISTORY     - Date     Condition        Report By
 NM0087  HISTORY     - 1948     MONUMENTED       CGS
 NM0087  HISTORY     - 19890831 GOOD             NGS
 NM0087
 NM0087                          STATION DESCRIPTION
 NM0087
 NM0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0087'3 MI NW FROM ONAWA.
 NM0087'3.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0087'FROM THE STATION AT ONAWA, 0.1 MILE SOUTHEAST OF MILEPOST 44,
 NM0087'42.0 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 75,
 NM0087'39.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.9 FEET SOUTHEAST
 NM0087'OF A TELEPHONE POLE, 1.6 FEET NORTHWEST OF A WITNESS POST, SET
 NM0087'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 NM0087'GROUND.
 NM0087
 NM0087                          STATION RECOVERY (1989)
 NM0087
 NM0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0087'RECONERED IN GOOD CONDITION WITH THE FOLLOWING EXCETIONS.  CHANGE--3.0
 NM0087'MILES, TO 4.9 KM (3.05 MI), U.S. HIGHWAY 75, TO COUNTY ROAD K 45, AND
 NM0087'1.6 FEET, TO 0.3 M (1.0 FT).  ADD--0.6 M (2.0 FT) BELOW THE LEVEL OF
 NM0087'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0155 ***********************************************************************
 NL0155  DESIGNATION -  U 13
 NL0155  PID         -  NL0155
 NL0155  STATE/COUNTY-  IA/SAC
 NL0155  USGS QUAD   -  SAC CITY EAST (1980)
 NL0155
 NL0155                         *CURRENT SURVEY CONTROL
 NL0155  ___________________________________________________________________
 NL0155* NAD 83(1986)-  42 25 24.     (N)    094 59 59.     (W)     SCALED    
 NL0155* NAVD 88     -       390.179  (meters)    1280.11   (feet)  ADJUSTED  
 NL0155  ___________________________________________________________________
 NL0155  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 NL0155  DYNAMIC HT  -         390.041 (meters)    1279.66  (feet)  COMP
 NL0155  MODELED GRAV-     980,254.5   (mgal)                       NAVD 88
 NL0155
 NL0155  VERT ORDER  -  FIRST     CLASS II
 NL0155
 NL0155.The horizontal coordinates were scaled from a topographic map and have
 NL0155.an estimated accuracy of +/- 6 seconds.
 NL0155
 NL0155.The orthometric height was determined by differential leveling
 NL0155.and adjusted by the National Geodetic Survey in June 1991..
 NL0155
 NL0155.The geoid height was determined by GEOID03.
 NL0155
 NL0155.The dynamic height is computed by dividing the NAVD 88
 NL0155.geopotential number by the normal gravity value computed on the
 NL0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0155.degrees latitude (g = 980.6199 gals.).
 NL0155
 NL0155.The modeled gravity was interpolated from observed gravity values.
 NL0155
 NL0155;                    North         East    Units  Estimated Accuracy
 NL0155;SPC IA N     - 1,103,660.    1,376,590.      MT  (+/- 180 meters Scaled)
 NL0155
 NL0155                          SUPERSEDED SURVEY CONTROL
 NL0155
 NL0155  NGVD 29 (??/??/92)  390.084  (m)         1279.80   (f) ADJ UNCH    1 2
 NL0155
 NL0155.Superseded values are not recommended for survey control.
 NL0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0155.See file dsdata.txt to determine how the superseded data were derived.
 NL0155
 NL0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG354987(NAD 83)
 NL0155_MARKER: DB = BENCH MARK DISK
 NL0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0155_SP_SET: WALL
 NL0155_STAMPING: 1279.801 U 13 1933
 NL0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NL0155+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 NL0155
 NL0155  HISTORY     - Date     Condition        Report By
 NL0155  HISTORY     - 1933     MONUMENTED       CGS
 NL0155  HISTORY     - 1934     GOOD             NGS
 NL0155  HISTORY     - 20060828 GOOD             GEOCAC
 NL0155
 NL0155                          STATION DESCRIPTION
 NL0155
 NL0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0155'AT SAC CITY.
 NL0155'AT SAC CITY, SAC COUNTY, AT THE CHICAGO AND NORTH WESTERN
 NL0155'RAILWAY STATION, IN THE WEST BRICK WALL, 27.6 FEET SOUTH OF THE
 NL0155'NORTHWEST CORNER, 31.5 FEET NORTH OF THE CENTER OF THE BAY WINDOW,
 NL0155'21.6 FEET EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 4 FEET
 NL0155'ABOVE THE PLATFORM.  A STANDARD DISK, STAMPED 1279.801 U 13 1933
 NL0155'AND SET VERTICALLY.
 NL0155
 NL0155                          STATION RECOVERY (2006)
 NL0155
 NL0155'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NL0155'NORTH OF MAIN STREET (HWY 20) AND WEST OF 13TH STREET BEHIND DEPOT
 NL0155'PIZZA BUILDING, HANDHELD COORDINATES N42 25 23.6 W94 59 58.9, SKY
 NL0155'OBSTRUCTED BY BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0866 ***********************************************************************
 MJ0866  DESIGNATION -  U 130
 MJ0866  PID         -  MJ0866
 MJ0866  STATE/COUNTY-  IA/MILLS
 MJ0866  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0866
 MJ0866                         *CURRENT SURVEY CONTROL
 MJ0866  ___________________________________________________________________
 MJ0866* NAD 83(1986)-  41 02 55.     (N)    095 51 07.     (W)     SCALED    
 MJ0866* NAVD 88     -       292.588  (meters)     959.93   (feet)  ADJUSTED  
 MJ0866  ___________________________________________________________________
 MJ0866  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 MJ0866  DYNAMIC HT  -         292.467 (meters)     959.54  (feet)  COMP
 MJ0866  MODELED GRAV-     980,202.8   (mgal)                       NAVD 88
 MJ0866
 MJ0866  VERT ORDER  -  SECOND    CLASS 0
 MJ0866
 MJ0866.The horizontal coordinates were scaled from a topographic map and have
 MJ0866.an estimated accuracy of +/- 6 seconds.
 MJ0866
 MJ0866.The orthometric height was determined by differential leveling
 MJ0866.and adjusted by the National Geodetic Survey in June 1991..
 MJ0866
 MJ0866.The geoid height was determined by GEOID03.
 MJ0866
 MJ0866.The dynamic height is computed by dividing the NAVD 88
 MJ0866.geopotential number by the normal gravity value computed on the
 MJ0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0866.degrees latitude (g = 980.6199 gals.).
 MJ0866
 MJ0866.The modeled gravity was interpolated from observed gravity values.
 MJ0866
 MJ0866;                    North         East    Units  Estimated Accuracy
 MJ0866;SPC IA S     -   119,120.      302,300.      MT  (+/- 180 meters Scaled)
 MJ0866
 MJ0866                          SUPERSEDED SURVEY CONTROL
 MJ0866
 MJ0866  NGVD 29 (??/??/92)  292.497  (m)          959.63   (f) ADJ UNCH    2 0
 MJ0866
 MJ0866.Superseded values are not recommended for survey control.
 MJ0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0866.See file dsdata.txt to determine how the superseded data were derived.
 MJ0866
 MJ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF603480(NAD 83)
 MJ0866_MARKER: DB = BENCH MARK DISK
 MJ0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0866_STAMPING: U 130 1948
 MJ0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0866+STABILITY: SURFACE MOTION
 MJ0866
 MJ0866  HISTORY     - Date     Condition        Report By
 MJ0866  HISTORY     - 1948     MONUMENTED       CGS
 MJ0866
 MJ0866                          STATION DESCRIPTION
 MJ0866
 MJ0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0866'4.6 MI NW FROM PACIFIC JUNCTION.
 MJ0866'1 BLOCK WEST AND 1 1/2 BLOCKS NORTH FROM THE PACIFIC JUNCTION
 MJ0866'SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE WEST ALONG A DIRT
 MJ0866'ROAD, THENCE 2.0 MILES NORTH ALONG A DIRT ROAD, THENCE 1.55 MILES
 MJ0866'WEST ALONG A DIRT ROAD, 0.55 MILE WEST OF LINCOLN SCHOOL, 155.5
 MJ0866'FEET WEST OF THE POINT WHERE THE MAIN ROAD FROM THE EAST MAKES A
 MJ0866'TURN TO THE NORTH AND THE JUNCTION OF A FARM ROAD LEADING SOUTH
 MJ0866'TO THE DWELLING OCCUPIED BY S.L. LINCOLN AND OWNED BY S.B.
 MJ0866'LINCOLN AND ALSO THE JUNCTION OF A ROAD LEADING WEST TO A RIVER
 MJ0866'LEVEE, 90.5 FEET EAST ALONG A BARBED WIRE FENCE LINE FROM THE TOP
 MJ0866'OF THE RIVER LEVEE, (THERE IS A LARGE GROVE OF COTTONWOOD TREES
 MJ0866'ON THE INSIDE OF THE LEVEE), 16.5 FEET NORTH OF A ROAD LEADING
 MJ0866'TO THE LEVEE, 1.5 FEET EAST OF A 4X4 REFERENCE POST, 1.0 FOOT
 MJ0866'SOUTH OF A BARBED WIRE FENCE LINE WHICH IS AN EXTENSION TO THE
 MJ0866'WEST OF THE CENTER LINE OF THE ROAD LEADING EAST, SET IN THE
 MJ0866'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0612 ***********************************************************************
 MJ0612  DESIGNATION -  U 131
 MJ0612  PID         -  MJ0612
 MJ0612  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0612  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0612
 MJ0612                         *CURRENT SURVEY CONTROL
 MJ0612  ___________________________________________________________________
 MJ0612* NAD 83(1986)-  41 14 06.     (N)    095 51 03.     (W)     SCALED    
 MJ0612* NAVD 88     -       298.932  (meters)     980.75   (feet)  ADJUSTED  
 MJ0612  ___________________________________________________________________
 MJ0612  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 MJ0612  DYNAMIC HT  -         298.811 (meters)     980.35  (feet)  COMP
 MJ0612  MODELED GRAV-     980,209.7   (mgal)                       NAVD 88
 MJ0612
 MJ0612  VERT ORDER  -  FIRST     CLASS II
 MJ0612
 MJ0612.The horizontal coordinates were scaled from a topographic map and have
 MJ0612.an estimated accuracy of +/- 6 seconds.
 MJ0612
 MJ0612.The orthometric height was determined by differential leveling
 MJ0612.and adjusted by the National Geodetic Survey in June 1991..
 MJ0612
 MJ0612.The geoid height was determined by GEOID03.
 MJ0612
 MJ0612.The dynamic height is computed by dividing the NAVD 88
 MJ0612.geopotential number by the normal gravity value computed on the
 MJ0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0612.degrees latitude (g = 980.6199 gals.).
 MJ0612
 MJ0612.The modeled gravity was interpolated from observed gravity values.
 MJ0612
 MJ0612;                    North         East    Units  Estimated Accuracy
 MJ0612;SPC IA S     -   139,810.      302,950.      MT  (+/- 180 meters Scaled)
 MJ0612
 MJ0612                          SUPERSEDED SURVEY CONTROL
 MJ0612
 MJ0612  NGVD 29 (??/??/92)  298.822  (m)          980.39   (f) ADJ UNCH    1 2
 MJ0612
 MJ0612.Superseded values are not recommended for survey control.
 MJ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0612.See file dsdata.txt to determine how the superseded data were derived.
 MJ0612
 MJ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF610687(NAD 83)
 MJ0612_MARKER: DB = BENCH MARK DISK
 MJ0612_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MJ0612_SP_SET: FOUNDATION
 MJ0612_STAMPING: U 131 1948
 MJ0612_MARK LOGO: CGS   
 MJ0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MJ0612+STABILITY: POSITION/ELEVATION WELL
 MJ0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0612+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1989
 MJ0612
 MJ0612  HISTORY     - Date     Condition        Report By
 MJ0612  HISTORY     - 1948     MONUMENTED       CGS
 MJ0612  HISTORY     - 19890813 GOOD             NGS
 MJ0612
 MJ0612                          STATION DESCRIPTION
 MJ0612
 MJ0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0612'AT COUNCIL BLUFFS.
 MJ0612'AT COUNCIL BLUFFS, 1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON
 MJ0612'AND QUINCY RAILROAD FROM THE STATION AT COUNCIL BLUFFS, AT THE
 MJ0612'ARCHER DANIELS MIDLAND COMPANY GRAIN ELEVATORS, IN LINE WITH
 MJ0612'THE MOST EASTERLY ONE OF THREE NORTH-SOUTH ROWS OF TANKS,
 MJ0612'BETWEEN THE FIRST AND SECOND TANKS NORTH OF THE SOUTH END OF
 MJ0612'THE FOUNDATION, SET IN THE TOP OF THE FOUNDATION, 107.8 FEET
 MJ0612'WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE CHICAGO,
 MJ0612'BURLINGTON AND QUINCY RAILROAD, 2.7 FEET SOUTHEAST OF THE
 MJ0612'CIRCULAR FACE OF THE SECOND TANK NORTH OF THE SOUTH END OF THE
 MJ0612'ROW, 2.7 FEET NORTHEAST OF THE CIRCULAR FACE OF THE MOST
 MJ0612'SOUTHERLY TANK IN THE ROW, 1.9 FEET WEST OF THE EAST EDGE OF
 MJ0612'THE FOUNDATION, 1.5 FEET ABOVE THE GROUND.
 MJ0612
 MJ0612                          STATION RECOVERY (1989)
 MJ0612
 MJ0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0612'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.3 KM
 MJ0612'(0.80 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 MJ0612'JUNCTION OF 16TH AVENUE IN COUNCIL BLUFFS.  CHANGE--ARCHER DANIELS
 MJ0612'MIDLAND COMPANY, TO PEAVEY COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0599 ***********************************************************************
 MJ0599  DESIGNATION -  U 132
 MJ0599  PID         -  MJ0599
 MJ0599  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0599  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0599
 MJ0599                         *CURRENT SURVEY CONTROL
 MJ0599  ___________________________________________________________________
 MJ0599* NAD 83(1986)-  41 11 02.     (N)    095 48 48.     (W)     SCALED    
 MJ0599* NAVD 88     -       296.471  (meters)     972.67   (feet)  ADJUSTED  
 MJ0599  ___________________________________________________________________
 MJ0599  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 MJ0599  DYNAMIC HT  -         296.352 (meters)     972.28  (feet)  COMP
 MJ0599  MODELED GRAV-     980,212.7   (mgal)                       NAVD 88
 MJ0599
 MJ0599  VERT ORDER  -  FIRST     CLASS II
 MJ0599
 MJ0599.The horizontal coordinates were scaled from a topographic map and have
 MJ0599.an estimated accuracy of +/- 6 seconds.
 MJ0599
 MJ0599.The orthometric height was determined by differential leveling
 MJ0599.and adjusted by the National Geodetic Survey in June 1991..
 MJ0599
 MJ0599.The geoid height was determined by GEOID03.
 MJ0599
 MJ0599.The dynamic height is computed by dividing the NAVD 88
 MJ0599.geopotential number by the normal gravity value computed on the
 MJ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0599.degrees latitude (g = 980.6199 gals.).
 MJ0599
 MJ0599.The modeled gravity was interpolated from observed gravity values.
 MJ0599
 MJ0599;                    North         East    Units  Estimated Accuracy
 MJ0599;SPC IA S     -   134,050.      305,940.      MT  (+/- 180 meters Scaled)
 MJ0599
 MJ0599                          SUPERSEDED SURVEY CONTROL
 MJ0599
 MJ0599  NGVD 29 (??/??/92)  296.371  (m)          972.34   (f) ADJ UNCH    1 2
 MJ0599
 MJ0599.Superseded values are not recommended for survey control.
 MJ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0599.See file dsdata.txt to determine how the superseded data were derived.
 MJ0599
 MJ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF640629(NAD 83)
 MJ0599_MARKER: DB = BENCH MARK DISK
 MJ0599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0599_SP_SET: BRIDGE
 MJ0599_STAMPING: U 132 1948
 MJ0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0599
 MJ0599  HISTORY     - Date     Condition        Report By
 MJ0599  HISTORY     - 1948     MONUMENTED       CGS
 MJ0599
 MJ0599                          STATION DESCRIPTION
 MJ0599
 MJ0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0599'5.3 MI S FROM COUNCIL BLUFFS.
 MJ0599'5.3 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0599'FROM THE STATION AT COUNCIL BLUFFS, 0.9 MILE SOUTH ALONG A
 MJ0599'DIRT ROAD FROM TRIANGULATION STATION LEWIS 1947, AT RAILROAD
 MJ0599'MILEAGE 486.9, SET IN THE WEST END OF THE NORTH BRIDGE SEAT
 MJ0599'OF BRIDGE NO. 486.87, 22.0 FEET SOUTH OF THE CENTER LINE OF A
 MJ0599'DIRT ROAD WHICH CROSSES THE TRACKS AND LEADS EAST TO FARMHOUSE,
 MJ0599'6.9 FEET WEST OF THE WEST RAIL, 1.6 FEET EAST OF THE WEST END
 MJ0599'OF THE BRIDGE SEAT, 0.5 FOOT NORTH OF THE SOUTH FACE OF THE
 MJ0599'BRIDGE SEAT, 3.5 FEET BEOW THE TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1400 ***********************************************************************
 MJ1400  DESIGNATION -  U 132 RESET
 MJ1400  PID         -  MJ1400
 MJ1400  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1400  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ1400
 MJ1400                         *CURRENT SURVEY CONTROL
 MJ1400  ___________________________________________________________________
 MJ1400* NAD 83(1986)-  41 10 54.     (N)    095 48 49.     (W)     SCALED    
 MJ1400* NAVD 88     -       301.182  (meters)     988.13   (feet)  ADJUSTED  
 MJ1400  ___________________________________________________________________
 MJ1400  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 MJ1400  DYNAMIC HT  -         301.061 (meters)     987.73  (feet)  COMP
 MJ1400  MODELED GRAV-     980,212.9   (mgal)                       NAVD 88
 MJ1400
 MJ1400  VERT ORDER  -  FIRST     CLASS II
 MJ1400
 MJ1400.The horizontal coordinates were scaled from a topographic map and have
 MJ1400.an estimated accuracy of +/- 6 seconds.
 MJ1400
 MJ1400.The orthometric height was determined by differential leveling
 MJ1400.and adjusted by the National Geodetic Survey in June 1991..
 MJ1400
 MJ1400.The geoid height was determined by GEOID03.
 MJ1400
 MJ1400.The dynamic height is computed by dividing the NAVD 88
 MJ1400.geopotential number by the normal gravity value computed on the
 MJ1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1400.degrees latitude (g = 980.6199 gals.).
 MJ1400
 MJ1400.The modeled gravity was interpolated from observed gravity values.
 MJ1400
 MJ1400;                    North         East    Units  Estimated Accuracy
 MJ1400;SPC IA S     -   133,800.      305,910.      MT  (+/- 180 meters Scaled)
 MJ1400
 MJ1400                          SUPERSEDED SURVEY CONTROL
 MJ1400
 MJ1400  NGVD 29 (05/12/04)  301.07   (m)          987.8    (f) RESET       3  
 MJ1400
 MJ1400.Superseded values are not recommended for survey control.
 MJ1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1400.See file dsdata.txt to determine how the superseded data were derived.
 MJ1400
 MJ1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF640627(NAD 83)
 MJ1400_MARKER: DB = BENCH MARK DISK
 MJ1400_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MJ1400_SP_SET: ABUTMENT
 MJ1400_STAMPING: U 132 RESET 1981
 MJ1400_MARK LOGO: CGS   
 MJ1400_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1400+STABILITY: SURFACE MOTION
 MJ1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1400+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1989
 MJ1400
 MJ1400  HISTORY     - Date     Condition        Report By
 MJ1400  HISTORY     - 1981     MONUMENTED       NGS
 MJ1400  HISTORY     - 19890812 GOOD             NGS
 MJ1400
 MJ1400                          STATION DESCRIPTION
 MJ1400
 MJ1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1400'7.7 KM (4.80 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 MJ1400'THE JUNCTION OF 16TH AVENUE IN COUNCIL BLUFFS, IN TOP OF AND 0.3 M
 MJ1400'(1.0 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A
 MJ1400'RAILROAD BRIDGE SPANNING PONY CREEK DITCH, AND 2.6 M (8.5 FT) WEST OF
 MJ1400'THE NEAR RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1142 ***********************************************************************
 LF1142  DESIGNATION -  U 133
 LF1142  PID         -  LF1142
 LF1142  STATE/COUNTY-  IA/FREMONT
 LF1142  USGS QUAD   -  MC PAUL (1984)
 LF1142
 LF1142                         *CURRENT SURVEY CONTROL
 LF1142  ___________________________________________________________________
 LF1142* NAD 83(1986)-  40 50 07.     (N)    095 49 48.     (W)     SCALED    
 LF1142* NAVD 88     -       286.418  (meters)     939.69   (feet)  ADJUSTED  
 LF1142  ___________________________________________________________________
 LF1142  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 LF1142  DYNAMIC HT  -         286.280 (meters)     939.24  (feet)  COMP
 LF1142  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 LF1142
 LF1142  VERT ORDER  -  SECOND    CLASS 0
 LF1142
 LF1142.The horizontal coordinates were scaled from a topographic map and have
 LF1142.an estimated accuracy of +/- 6 seconds.
 LF1142
 LF1142.The orthometric height was determined by differential leveling
 LF1142.and adjusted by the National Geodetic Survey in June 1991..
 LF1142
 LF1142.The geoid height was determined by GEOID03.
 LF1142
 LF1142.The dynamic height is computed by dividing the NAVD 88
 LF1142.geopotential number by the normal gravity value computed on the
 LF1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1142.degrees latitude (g = 980.6199 gals.).
 LF1142
 LF1142.The modeled gravity was interpolated from observed gravity values.
 LF1142
 LF1142;                    North         East    Units  Estimated Accuracy
 LF1142;SPC IA S     -    95,390.      303,510.      MT  (+/- 180 meters Scaled)
 LF1142
 LF1142                          SUPERSEDED SURVEY CONTROL
 LF1142
 LF1142  NGVD 29 (??/??/92)  286.328  (m)          939.39   (f) ADJ UNCH    2 0
 LF1142
 LF1142.Superseded values are not recommended for survey control.
 LF1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1142.See file dsdata.txt to determine how the superseded data were derived.
 LF1142
 LF1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF613243(NAD 83)
 LF1142_MARKER: DB = BENCH MARK DISK
 LF1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1142_STAMPING: U 133 1948
 LF1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1142+STABILITY: SURFACE MOTION
 LF1142
 LF1142  HISTORY     - Date     Condition        Report By
 LF1142  HISTORY     - 1948     MONUMENTED       CGS
 LF1142  HISTORY     - 1964     GOOD             USGS
 LF1142
 LF1142                          STATION DESCRIPTION
 LF1142
 LF1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1142'3.2 MI NW FROM MC PAUL.
 LF1142'1.25 MILES WEST ALONG GRAVEL AND DIRT ROADS FROM THE CHICAGO,
 LF1142'BURLINGTON AND QUINCY RAILROAD STATION AT MC PAUL, THENCE 1.0
 LF1142'MILE NORTH ALONG A DIRT ROAD, 0.45 MILE NORTH OF THE JUNCTION
 LF1142'OF A ROAD LEADING EAST AND A PROMINENT JOG IN THE NORTH-SOUTH
 LF1142'ROAD WHICH IS NEAR THE WEST STAR SCHOOL, AT A POINT WHERE THE
 LF1142'ROAD BEGINS FOLLOWING NORTH ALONG THE TOP OF THE RIVER LEVEE,
 LF1142'AT THE EAST BASE OF THE LEVEE, 46.0 FEET EAST OF THE TOP OF THE
 LF1142'LEVEE, 18.0 FEET EAST OF THE CENTER LINE OF THE ROAD MEASURED
 LF1142'FROM A POINT ABOUT MIDWAY UP THE SIDE OF THE LEVEE, 1.5 FEET
 LF1142'EAST OF A FENCE CORNER POST WHICH IS THE POINT WHERE THE FENCE
 LF1142'FOLLOWING THE BASE OF THE RIVER LEVEE MAKES A SLIGHT TURN TO
 LF1142'THE SOUTHEAST TO FOLLOW THE NORTH-SOUTH ROAD, 2.0 FEET EAST OF
 LF1142'A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LF1142'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- 2 FT BELOW GROUND-SITE
 LF1142'MARKED BY 3 PIECES OF RAIL DRIVEN INTO GROUND AROUND MARK AND
 LF1142'METAL FENCE POST DIRECTLY OVER.
 LF1142
 LF1142                          STATION RECOVERY (1964)
 LF1142
 LF1142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0981 ***********************************************************************
 LF0981  DESIGNATION -  U 134
 LF0981  PID         -  LF0981
 LF0981  STATE/COUNTY-  IA/FREMONT
 LF0981  USGS QUAD   -  HAMBURG (1984)
 LF0981
 LF0981                         *CURRENT SURVEY CONTROL
 LF0981  ___________________________________________________________________
 LF0981* NAD 83(1986)-  40 36 04.     (N)    095 43 00.     (W)     SCALED    
 LF0981* NAVD 88     -       277.013  (meters)     908.83   (feet)  ADJUSTED  
 LF0981  ___________________________________________________________________
 LF0981  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LF0981  DYNAMIC HT  -         276.867 (meters)     908.35  (feet)  COMP
 LF0981  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 LF0981
 LF0981  VERT ORDER  -  SECOND    CLASS 0
 LF0981
 LF0981.The horizontal coordinates were scaled from a topographic map and have
 LF0981.an estimated accuracy of +/- 6 seconds.
 LF0981
 LF0981.The orthometric height was determined by differential leveling
 LF0981.and adjusted by the National Geodetic Survey in June 1991..
 LF0981
 LF0981.The geoid height was determined by GEOID03.
 LF0981
 LF0981.The dynamic height is computed by dividing the NAVD 88
 LF0981.geopotential number by the normal gravity value computed on the
 LF0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0981.degrees latitude (g = 980.6199 gals.).
 LF0981
 LF0981.The modeled gravity was interpolated from observed gravity values.
 LF0981
 LF0981;                    North         East    Units  Estimated Accuracy
 LF0981;SPC IA S     -    69,140.      312,400.      MT  (+/- 180 meters Scaled)
 LF0981
 LF0981                          SUPERSEDED SURVEY CONTROL
 LF0981
 LF0981  NGVD 29 (??/??/92)  276.914  (m)          908.51   (f) ADJ UNCH    2 0
 LF0981
 LF0981.Superseded values are not recommended for survey control.
 LF0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0981.See file dsdata.txt to determine how the superseded data were derived.
 LF0981
 LF0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE701980(NAD 83)
 LF0981_MARKER: DB = BENCH MARK DISK
 LF0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0981_STAMPING: U 134
 LF0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0981+STABILITY: SURFACE MOTION
 LF0981
 LF0981  HISTORY     - Date     Condition        Report By
 LF0981  HISTORY     - UNK      MONUMENTED       CGS
 LF0981  HISTORY     - 1948     GOOD             NGS
 LF0981  HISTORY     - 1966     MARK NOT FOUND   USGS
 LF0981
 LF0981                          STATION DESCRIPTION
 LF0981
 LF0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0981'3 MI NW FROM HAMBURG.
 LF0981'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0981'RAILROAD FROM THE STATION AT HAMBURG, THENCE 2.3 MILES WEST ALONG
 LF0981'A TAR ROAD, IN THE NORTHWEST CORNER OF A PUBLIC ROAD CROSSING,
 LF0981'AT THE BELCHER SCHOOL, 16.0 FEET SOUTH OF THE SOUTH FACE OF THE
 LF0981'BELCHER SCHOOL, 122.0 FEET WEST OF THE NORTH-SOUTH ROAD, 53.0
 LF0981'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1.2 FEET SOUTH
 LF0981'OF A FLAG POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF0981'0.1 FOOT ABOVE THE GROUND.
 LF0981
 LF0981                          STATION RECOVERY (1966)
 LF0981
 LF0981'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LF0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0567 ***********************************************************************
 MJ0567  DESIGNATION -  U 135 RESET
 MJ0567  PID         -  MJ0567
 MJ0567  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0567  USGS QUAD   -  UNDERWOOD (1994)
 MJ0567
 MJ0567                         *CURRENT SURVEY CONTROL
 MJ0567  ___________________________________________________________________
 MJ0567* NAD 83(1986)-  41 26 14.     (N)    095 37 51.     (W)     SCALED    
 MJ0567* NAVD 88     -       329.80   (meters)    1082.0    (feet)  RESET     
 MJ0567  ___________________________________________________________________
 MJ0567  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 MJ0567
 MJ0567  VERT ORDER  -  THIRD
 MJ0567
 MJ0567.The horizontal coordinates were scaled from a topographic map and have
 MJ0567.an estimated accuracy of +/- 6 seconds.
 MJ0567
 MJ0567.The orthometric height was computed from unverified reset data.
 MJ0567
 MJ0567.The geoid height was determined by GEOID03.
 MJ0567
 MJ0567;                    North         East    Units  Estimated Accuracy
 MJ0567;SPC IA S     -   161,780.      321,940.      MT  (+/- 180 meters Scaled)
 MJ0567
 MJ0567                          SUPERSEDED SURVEY CONTROL
 MJ0567
 MJ0567.No superseded survey control is available for this station.
 MJ0567
 MJ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF802906(NAD 83)
 MJ0567_MARKER: DD = SURVEY DISK
 MJ0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0567_STAMPING: U 135 1948
 MJ0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0567+STABILITY: SURFACE MOTION
 MJ0567
 MJ0567  HISTORY     - Date     Condition        Report By
 MJ0567  HISTORY     - 1966     MONUMENTED       LOCENG
 MJ0567  HISTORY     - 1966     GOOD             LOCENG
 MJ0567
 MJ0567                          STATION DESCRIPTION
 MJ0567
 MJ0567'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 MJ0567'0.8 MI SW FROM NEOLA.
 MJ0567'ABOUT 0.75 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 MJ0567'PACIFIC RAILROAD FROM THE STATION AT NEOLA, 105 FEET EAST OF THE
 MJ0567'CENTER LINE OF A NORTH-SOUTH DIRT ROAD, ON THE SOUTH SIDE OF
 MJ0567'THE RAILROAD AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0240 ***********************************************************************
 MK0240  DESIGNATION -  U 136
 MK0240  PID         -  MK0240
 MK0240  STATE/COUNTY-  IA/HARRISON
 MK0240  USGS QUAD   -  MONDAMIN (1970)
 MK0240
 MK0240                         *CURRENT SURVEY CONTROL
 MK0240  ___________________________________________________________________
 MK0240* NAD 83(1986)-  41 39 42.     (N)    096 04 43.     (W)     SCALED    
 MK0240* NAVD 88     -       310.590  (meters)    1018.99   (feet)  ADJUSTED  
 MK0240  ___________________________________________________________________
 MK0240  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 MK0240  DYNAMIC HT  -         310.458 (meters)    1018.56  (feet)  COMP
 MK0240  MODELED GRAV-     980,188.4   (mgal)                       NAVD 88
 MK0240
 MK0240  VERT ORDER  -  SECOND    CLASS 0
 MK0240
 MK0240.The horizontal coordinates were scaled from a topographic map and have
 MK0240.an estimated accuracy of +/- 6 seconds.
 MK0240
 MK0240.The orthometric height was determined by differential leveling
 MK0240.and adjusted by the National Geodetic Survey in June 1991..
 MK0240
 MK0240.The geoid height was determined by GEOID03.
 MK0240
 MK0240.The dynamic height is computed by dividing the NAVD 88
 MK0240.geopotential number by the normal gravity value computed on the
 MK0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0240.degrees latitude (g = 980.6199 gals.).
 MK0240
 MK0240.The modeled gravity was interpolated from observed gravity values.
 MK0240
 MK0240;                    North         East    Units  Estimated Accuracy
 MK0240;SPC IA S     -   187,710.      285,270.      MT  (+/- 180 meters Scaled)
 MK0240
 MK0240                          SUPERSEDED SURVEY CONTROL
 MK0240
 MK0240  NGVD 29 (??/??/92)  310.44   (m)         1018.5    (f) COMPUTED    2 0
 MK0240
 MK0240.Superseded values are not recommended for survey control.
 MK0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0240.See file dsdata.txt to determine how the superseded data were derived.
 MK0240
 MK0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM432163(NAD 83)
 MK0240_MARKER: DB = BENCH MARK DISK
 MK0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0240_STAMPING: U 136 1948
 MK0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0240+STABILITY: SURFACE MOTION
 MK0240
 MK0240  HISTORY     - Date     Condition        Report By
 MK0240  HISTORY     - 1948     MONUMENTED       CGS
 MK0240
 MK0240                          STATION DESCRIPTION
 MK0240
 MK0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0240'6.2 MI SW FROM MONDAMIN.
 MK0240'0.4 MILE WEST ALONG U.S. HIGHWAY NO. 75 FROM THE CHICAGO AND
 MK0240'NORTH WESTERN RAILWAY STATION AT MONDAMIN, THENCE 2.9 MILES SOUTH
 MK0240'ALONG STATE HIGHWAY NO. 300, THENCE 1.0 MILE WEST ALONG A DIRT
 MK0240'ROAD, THENCE 1.2 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.7
 MK0240'MILE WEST ALONG A DIRT ROAD, AT A T ROAD, IN THE SOUTHEAST CORNER
 MK0240'OF A PASTURE, 24.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 MK0240'ROAD, ABOUT ON THE CENTER LINE OF THE ROAD LEADING EAST, 1.6 FEET
 MK0240'EAST OF A POWER LINE POLE, 1.8 FEET NORTHWEST OF A CORNER FENCE
 MK0240'POST, 1.5 FEET SOUTH OF A REFERENCE POST, SET IN TOP OF A CONCRETE
 MK0240'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1005 ***********************************************************************
 MJ1005  DESIGNATION -  U 137
 MJ1005  PID         -  MJ1005
 MJ1005  STATE/COUNTY-  IA/HARRISON
 MJ1005  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ1005
 MJ1005                         *CURRENT SURVEY CONTROL
 MJ1005  ___________________________________________________________________
 MJ1005* NAD 83(1986)-  41 30 25.     (N)    095 59 23.     (W)     SCALED    
 MJ1005* NAVD 88     -       303.696  (meters)     996.38   (feet)  ADJUSTED  
 MJ1005  ___________________________________________________________________
 MJ1005  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 MJ1005  DYNAMIC HT  -         303.555 (meters)     995.91  (feet)  COMP
 MJ1005  MODELED GRAV-     980,153.9   (mgal)                       NAVD 88
 MJ1005
 MJ1005  VERT ORDER  -  SECOND    CLASS 0
 MJ1005
 MJ1005.The horizontal coordinates were scaled from a topographic map and have
 MJ1005.an estimated accuracy of +/- 6 seconds.
 MJ1005
 MJ1005.The orthometric height was determined by differential leveling
 MJ1005.and adjusted by the National Geodetic Survey in June 1991..
 MJ1005
 MJ1005.The geoid height was determined by GEOID03.
 MJ1005
 MJ1005.The dynamic height is computed by dividing the NAVD 88
 MJ1005.geopotential number by the normal gravity value computed on the
 MJ1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1005.degrees latitude (g = 980.6199 gals.).
 MJ1005
 MJ1005.The modeled gravity was interpolated from observed gravity values.
 MJ1005
 MJ1005;                    North         East    Units  Estimated Accuracy
 MJ1005;SPC IA S     -   170,320.      292,180.      MT  (+/- 180 meters Scaled)
 MJ1005
 MJ1005                          SUPERSEDED SURVEY CONTROL
 MJ1005
 MJ1005  NGVD 29 (??/??/92)  303.553  (m)          995.91   (f) ADJ UNCH    2 0
 MJ1005
 MJ1005.Superseded values are not recommended for survey control.
 MJ1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1005.See file dsdata.txt to determine how the superseded data were derived.
 MJ1005
 MJ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF504993(NAD 83)
 MJ1005_MARKER: DB = BENCH MARK DISK
 MJ1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ1005_STAMPING: U 137 1948
 MJ1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1005+STABILITY: SURFACE MOTION
 MJ1005
 MJ1005  HISTORY     - Date     Condition        Report By
 MJ1005  HISTORY     - 1948     MONUMENTED       CGS
 MJ1005  HISTORY     - 1970     MARK NOT FOUND   USGS
 MJ1005
 MJ1005                          STATION DESCRIPTION
 MJ1005
 MJ1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ1005'5.4 MI S FROM CALIFORNIA JUNCTION.
 MJ1005'0.5 MILE SOUTH ALONG STATE HIGHWAY 300 FROM THE CHICAGO AND
 MJ1005'NORTH WESTERN RAILROAD STATION AT CALIFORNIA JUNCTION TO ITS
 MJ1005'JUNCTION WITH U.S. HIGHWAY 30, THENCE 1.1 MILES SOUTH ALONG A
 MJ1005'DIRT ROAD, THENCE 0.9 MILE EAST ALONG A DIRT FIELD ROAD, THENCE
 MJ1005'1.0 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.8 MILE WEST ALONG
 MJ1005'A DIRT ROAD, THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD ON TOP
 MJ1005'OF A DIKE, AT A JUNCTION OF TWO DIKES, 215.0 FEET NORTHWEST
 MJ1005'OF THE CENTER LINE OF THE ROAD ON TOP OF THE NORTHEAST AND
 MJ1005'SOUTHWEST DIKE, 105.0 FEET WEST OF THE CENTER LINE OF THE ROAD
 MJ1005'ON TOP OF THE NORTH AND SOUTH DIKE, 1.4 FEET EAST OF A WITNESS
 MJ1005'POST, 1.0 FOOT SOUTH OF A FENCE WHICH IS ALONG THE SOUTH EDGE
 MJ1005'OF A CULTIVATED FIELD, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ1005'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MJ1005
 MJ1005                          STATION RECOVERY (1970)
 MJ1005
 MJ1005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MJ1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0634 ***********************************************************************
 MJ0634  DESIGNATION -  U 138
 MJ0634  PID         -  MJ0634
 MJ0634  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0634  USGS QUAD   -  HONEY CREEK (1994)
 MJ0634
 MJ0634                         *CURRENT SURVEY CONTROL
 MJ0634  ___________________________________________________________________
 MJ0634* NAD 83(1986)-  41 25 56.     (N)    095 52 07.     (W)     SCALED    
 MJ0634* NAVD 88     -       308.619  (meters)    1012.53   (feet)  ADJUSTED  
 MJ0634  ___________________________________________________________________
 MJ0634  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 MJ0634  DYNAMIC HT  -         308.478 (meters)    1012.06  (feet)  COMP
 MJ0634  MODELED GRAV-     980,158.3   (mgal)                       NAVD 88
 MJ0634
 MJ0634  VERT ORDER  -  FIRST     CLASS II
 MJ0634
 MJ0634.The horizontal coordinates were scaled from a topographic map and have
 MJ0634.an estimated accuracy of +/- 6 seconds.
 MJ0634
 MJ0634.The orthometric height was determined by differential leveling
 MJ0634.and adjusted by the National Geodetic Survey in June 1991..
 MJ0634
 MJ0634.The geoid height was determined by GEOID03.
 MJ0634
 MJ0634.The dynamic height is computed by dividing the NAVD 88
 MJ0634.geopotential number by the normal gravity value computed on the
 MJ0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0634.degrees latitude (g = 980.6199 gals.).
 MJ0634
 MJ0634.The modeled gravity was interpolated from observed gravity values.
 MJ0634
 MJ0634;                    North         East    Units  Estimated Accuracy
 MJ0634;SPC IA S     -   161,740.      302,060.      MT  (+/- 180 meters Scaled)
 MJ0634
 MJ0634                          SUPERSEDED SURVEY CONTROL
 MJ0634
 MJ0634  NGVD 29 (??/??/92)  308.482  (m)         1012.08   (f) ADJ UNCH    1 2
 MJ0634
 MJ0634.Superseded values are not recommended for survey control.
 MJ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0634.See file dsdata.txt to determine how the superseded data were derived.
 MJ0634
 MJ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF603907(NAD 83)
 MJ0634_MARKER: DB = BENCH MARK DISK
 MJ0634_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ0634_SP_SET: ABUTMENT
 MJ0634_STAMPING: U 138 1948
 MJ0634_MARK LOGO: CGS   
 MJ0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0634+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1989
 MJ0634
 MJ0634  HISTORY     - Date     Condition        Report By
 MJ0634  HISTORY     - 1948     MONUMENTED       CGS
 MJ0634  HISTORY     - 19890802 GOOD             NGS
 MJ0634
 MJ0634                          STATION DESCRIPTION
 MJ0634
 MJ0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0634'10 MI S FROM LOVELAND.
 MJ0634'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE
 MJ0634'AT LOVELAND, THENCE 2.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.5
 MJ0634'MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 MJ0634'DIRT ROAD, THENCE 0.9 MILE SOUTHEAST ALONG A DIRT ROAD, THENCE
 MJ0634'1.2 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE EAST ALONG
 MJ0634'A DIRT ROAD, THENCE 0.7 MILE SOUTH ALONG A DIRT ROAD, THENCE
 MJ0634'0.4 MILE EAST ALONG A DIRT ROAD, THENCE 0.3 MILE SOUTH ALONG
 MJ0634'A DIRT ROAD, THENCE 1.1 MILES EAST ALONG A DIRT ROAD, AT HONEY
 MJ0634'SPRINGS SIDING, ABOUT 250.0 FEET SOUTH OF THE STATION SIGN
 MJ0634'POST, SET IN THE EAST END OF THE NORTH ABUTMENT OF STEEL BRIDGE
 MJ0634'NO. 998, 6.6 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 MJ0634'1.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE EAST STEEL WALL
 MJ0634'OF BRIDGE, 2.0 FEET WEST OF THE EAST END OF THE TOP STEP OF
 MJ0634'THE ABUTMENT.  THIS MARK IS AT HONEY CREEK.
 MJ0634
 MJ0634                          STATION RECOVERY (1989)
 MJ0634
 MJ0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0634'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.0 KM
 MJ0634'(4.35 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 MJ0634'ITS JUNCTION WITH INTERSTATE HIGHWAY 680 IN LOVELAND, IN TOP OF AND
 MJ0634'0.6 M (2.0 FT) WEST OF THE EAST END OF THE TOP STEP OF THE NORTH
 MJ0634'CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 998, 6.0 M (19.7 FT) EAST
 MJ0634'OF THE NEAR RAIL, 0.5 M (1.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 MJ0634'THE STEEL WALL OF THE BRIDGE, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF
 MJ0634'THE TRACKS.  NOTE--THE DISK IS UNDER A 4-INCH METAL PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0620 ***********************************************************************
 MJ0620  DESIGNATION -  U 139
 MJ0620  PID         -  MJ0620
 MJ0620  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0620  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0620
 MJ0620                         *CURRENT SURVEY CONTROL
 MJ0620  ___________________________________________________________________
 MJ0620* NAD 83(1986)-  41 15 50.     (N)    095 51 36.     (W)     SCALED    
 MJ0620* NAVD 88     -       300.779  (meters)     986.81   (feet)  ADJUSTED  
 MJ0620  ___________________________________________________________________
 MJ0620  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 MJ0620  DYNAMIC HT  -         300.656 (meters)     986.40  (feet)  COMP
 MJ0620  MODELED GRAV-     980,204.0   (mgal)                       NAVD 88
 MJ0620
 MJ0620  VERT ORDER  -  FIRST     CLASS II
 MJ0620
 MJ0620.The horizontal coordinates were scaled from a topographic map and have
 MJ0620.an estimated accuracy of +/- 6 seconds.
 MJ0620
 MJ0620.The orthometric height was determined by differential leveling
 MJ0620.and adjusted by the National Geodetic Survey in June 1991..
 MJ0620.WARNING-Repeat measurements at this control monument indicate possible
 MJ0620.vertical movement.
 MJ0620
 MJ0620.The geoid height was determined by GEOID03.
 MJ0620
 MJ0620.The dynamic height is computed by dividing the NAVD 88
 MJ0620.geopotential number by the normal gravity value computed on the
 MJ0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0620.degrees latitude (g = 980.6199 gals.).
 MJ0620
 MJ0620.The modeled gravity was interpolated from observed gravity values.
 MJ0620
 MJ0620;                    North         East    Units  Estimated Accuracy
 MJ0620;SPC IA S     -   143,040.      302,270.      MT  (+/- 180 meters Scaled)
 MJ0620
 MJ0620                          SUPERSEDED SURVEY CONTROL
 MJ0620
 MJ0620  NGVD 29 (??/??/92)  300.683  (m)          986.49   (f) ADJ UNCH    1 2
 MJ0620
 MJ0620.Superseded values are not recommended for survey control.
 MJ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0620.See file dsdata.txt to determine how the superseded data were derived.
 MJ0620
 MJ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF604719(NAD 83)
 MJ0620_MARKER: DB = BENCH MARK DISK
 MJ0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0620_SP_SET: CONCRETE POST
 MJ0620_STAMPING: U 139 1948
 MJ0620_MARK LOGO: CGS   
 MJ0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0620+STABILITY: SURFACE MOTION
 MJ0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0620+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1989
 MJ0620
 MJ0620  HISTORY     - Date     Condition        Report By
 MJ0620  HISTORY     - 1948     MONUMENTED       CGS
 MJ0620  HISTORY     - 1965     GOOD             NGS
 MJ0620  HISTORY     - 19890801 GOOD             NGS
 MJ0620
 MJ0620                          STATION DESCRIPTION
 MJ0620
 MJ0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 MJ0620'AT COUNCIL BLUFFS.
 MJ0620'AT COUNCIL BLUFFS, ABOUT 0.2 MILES NORTH ALONG THE CHICAGO AND
 MJ0620'NORTH WESTERN RAILROAD FROM THE STATION, 119.0 FT. SOUTH OF
 MJ0620'THE CENTER LINE OF AVENUE C, 38.0 FT. EAST OF THE EAST RAIL OF
 MJ0620'THE EAST TRACK, 3.0 FT. SOUTH OF THE SECOND POLE SOUTH OF THE
 MJ0620'AVENUE, ALSO THE SECOND POLE FROM AVENUE B,  IT IS SET IN THE
 MJ0620'TOP OF A CONCRETE POST THAT PROJECTS ABOUT 0.4 FT ABOVE GROUND
 MJ0620'LEVEL.
 MJ0620
 MJ0620                          STATION RECOVERY (1989)
 MJ0620
 MJ0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0620'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN COUNCIL
 MJ0620'BLUFFS, AT THE INTERSECTION OF C AVENUE AND THE CHICAGO AND
 MJ0620'NORTHWESTERN RAILROAD, 36.63 M (120.18 FT) SOUTH OF THE CENTER OF THE
 MJ0620'AVENUE, 5.2 M (17.1 FT) SOUTH OF THE SOUTH EDGE OF A LOADING DOCK, 3.5
 MJ0620'M (11.5 FT) WEST OF THE WEST FACE OF A METAL BUILDING, 2.2 M (7.2 FT)
 MJ0620'EAST OF THE NEAR RAIL, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE TRACKS,
 MJ0620'AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0284 ***********************************************************************
 NM0284  DESIGNATION -  U 140
 NM0284  PID         -  NM0284
 NM0284  STATE/COUNTY-  IA/MONONA
 NM0284  USGS QUAD   -  SLOAN (1969)
 NM0284
 NM0284                         *CURRENT SURVEY CONTROL
 NM0284  ___________________________________________________________________
 NM0284* NAD 83(1986)-  42 11 09.     (N)    096 12 45.     (W)     SCALED    
 NM0284* NAVD 88     -       325.059  (meters)    1066.46   (feet)  ADJUSTED  
 NM0284  ___________________________________________________________________
 NM0284  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 NM0284  DYNAMIC HT  -         324.948 (meters)    1066.10  (feet)  COMP
 NM0284  MODELED GRAV-     980,271.5   (mgal)                       NAVD 88
 NM0284
 NM0284  VERT ORDER  -  SECOND    CLASS 0
 NM0284
 NM0284.The horizontal coordinates were scaled from a topographic map and have
 NM0284.an estimated accuracy of +/- 6 seconds.
 NM0284
 NM0284.The orthometric height was determined by differential leveling
 NM0284.and adjusted by the National Geodetic Survey in June 1991..
 NM0284
 NM0284.The geoid height was determined by GEOID03.
 NM0284
 NM0284.The dynamic height is computed by dividing the NAVD 88
 NM0284.geopotential number by the normal gravity value computed on the
 NM0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0284.degrees latitude (g = 980.6199 gals.).
 NM0284
 NM0284.The modeled gravity was interpolated from observed gravity values.
 NM0284
 NM0284;                    North         East    Units  Estimated Accuracy
 NM0284;SPC IA N     - 1,079,770.    1,275,970.      MT  (+/- 180 meters Scaled)
 NM0284
 NM0284                          SUPERSEDED SURVEY CONTROL
 NM0284
 NM0284  NGVD 29 (??/??/92)  324.915  (m)         1065.99   (f) ADJ UNCH    2 0
 NM0284
 NM0284.Superseded values are not recommended for survey control.
 NM0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0284.See file dsdata.txt to determine how the superseded data were derived.
 NM0284
 NM0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM301741(NAD 83)
 NM0284_MARKER: DB = BENCH MARK DISK
 NM0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0284_STAMPING: U 140 1948
 NM0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0284+STABILITY: SURFACE MOTION
 NM0284
 NM0284  HISTORY     - Date     Condition        Report By
 NM0284  HISTORY     - 1948     MONUMENTED       CGS
 NM0284
 NM0284                          STATION DESCRIPTION
 NM0284
 NM0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0284'4.1 MI E FROM ALBATON.
 NM0284'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0284'AT ALBATON, THENCE 4.0 MILES EAST ALONG A DIRT ROAD, AT A
 NM0284'FARMHOUSE, IN LINE WITH THE EAST SIDE OF A RED BARN, 65.0 FEET
 NM0284'NORTH OF THE CENTER LINE OF THE ROAD, 94.4 FEET SOUTH OF THE
 NM0284'SOUTHEAST CORNER OF THE BARN, 47.0 FEET EAST OF THE CENTER
 NM0284'LINE OF A PRIVATE ROAD, 2.3 FEET NORTHWEST OF A 3-WAY CORNER
 NM0284'FENCE POST, 1.0 FOOT WEST OF A FENCE, 1.5 FEET NORTH OF A
 NM0284'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.5
 NM0284'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0314 ***********************************************************************
 NM0314  DESIGNATION -  U 141 RESET
 NM0314  PID         -  NM0314
 NM0314  STATE/COUNTY-  IA/MONONA
 NM0314  USGS QUAD   -  MACY (1966)
 NM0314
 NM0314                         *CURRENT SURVEY CONTROL
 NM0314  ___________________________________________________________________
 NM0314* NAD 83(1986)-  42 05 28.     (N)    096 16 02.     (W)     SCALED    
 NM0314* NAVD 88     -       324.446  (meters)    1064.45   (feet)  ADJUSTED  
 NM0314  ___________________________________________________________________
 NM0314  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 NM0314  DYNAMIC HT  -         324.333 (meters)    1064.08  (feet)  COMP
 NM0314  MODELED GRAV-     980,264.2   (mgal)                       NAVD 88
 NM0314
 NM0314  VERT ORDER  -  SECOND    CLASS 0
 NM0314
 NM0314.The horizontal coordinates were scaled from a topographic map and have
 NM0314.an estimated accuracy of +/- 6 seconds.
 NM0314
 NM0314.The orthometric height was determined by differential leveling
 NM0314.and adjusted by the National Geodetic Survey in June 1991..
 NM0314
 NM0314.The geoid height was determined by GEOID03.
 NM0314
 NM0314.The dynamic height is computed by dividing the NAVD 88
 NM0314.geopotential number by the normal gravity value computed on the
 NM0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0314.degrees latitude (g = 980.6199 gals.).
 NM0314
 NM0314.The modeled gravity was interpolated from observed gravity values.
 NM0314
 NM0314;                    North         East    Units  Estimated Accuracy
 NM0314;SPC IA N     - 1,069,410.    1,271,100.      MT  (+/- 180 meters Scaled)
 NM0314
 NM0314                          SUPERSEDED SURVEY CONTROL
 NM0314
 NM0314  NGVD 29 (??/??/92)  324.306  (m)         1063.99   (f) ADJ UNCH    2 0
 NM0314
 NM0314.Superseded values are not recommended for survey control.
 NM0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0314.See file dsdata.txt to determine how the superseded data were derived.
 NM0314
 NM0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM260635(NAD 83)
 NM0314_MARKER: DR = REFERENCE MARK DISK
 NM0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0314_STAMPING: U 141 RESET 1948
 NM0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0314+STABILITY: SURFACE MOTION
 NM0314
 NM0314  HISTORY     - Date     Condition        Report By
 NM0314  HISTORY     - 1948     MONUMENTED       CGS
 NM0314
 NM0314                          STATION DESCRIPTION
 NM0314
 NM0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0314'9.7 MI SW FROM WHITING.
 NM0314'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0314'FROM THE STATION AT WHITING, THENCE 5.3 MILES WEST ALONG A
 NM0314'DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE 1.8
 NM0314'MILES WEST ALONG A DIRT ROAD, ON THE OUTSIDE OF A CURVE WITH
 NM0314'TANGENTS LEADING EAST AND SOUTH, AT THE SOUTHWEST CORNER OF A
 NM0314'CULTIVATED FIELD, 85.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 NM0314'ROAD, 12.0 FEET EAST OF A BANK, 1.7 FEET WEST OF A REFERENCE
 NM0314'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT
 NM0314'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0247 ***********************************************************************
 NM0247  DESIGNATION -  U 142
 NM0247  PID         -  NM0247
 NM0247  STATE/COUNTY-  IA/WOODBURY
 NM0247  USGS QUAD   -  SALIX (1976)
 NM0247
 NM0247                         *CURRENT SURVEY CONTROL
 NM0247  ___________________________________________________________________
 NM0247* NAD 83(1986)-  42 18 03.     (N)    096 19 44.     (W)     SCALED    
 NM0247* NAVD 88     -       328.211  (meters)    1076.81   (feet)  ADJUSTED  
 NM0247  ___________________________________________________________________
 NM0247  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 NM0247  DYNAMIC HT  -         328.105 (meters)    1076.46  (feet)  COMP
 NM0247  MODELED GRAV-     980,288.3   (mgal)                       NAVD 88
 NM0247
 NM0247  VERT ORDER  -  SECOND    CLASS 0
 NM0247
 NM0247.The horizontal coordinates were scaled from a topographic map and have
 NM0247.an estimated accuracy of +/- 6 seconds.
 NM0247
 NM0247.The orthometric height was determined by differential leveling
 NM0247.and adjusted by the National Geodetic Survey in June 1991..
 NM0247
 NM0247.The geoid height was determined by GEOID03.
 NM0247
 NM0247.The dynamic height is computed by dividing the NAVD 88
 NM0247.geopotential number by the normal gravity value computed on the
 NM0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0247.degrees latitude (g = 980.6199 gals.).
 NM0247
 NM0247.The modeled gravity was interpolated from observed gravity values.
 NM0247
 NM0247;                    North         East    Units  Estimated Accuracy
 NM0247;SPC IA N     - 1,092,860.    1,266,780.      MT  (+/- 180 meters Scaled)
 NM0247
 NM0247                          SUPERSEDED SURVEY CONTROL
 NM0247
 NM0247  NGVD 29 (??/??/92)  328.058  (m)         1076.30   (f) ADJ UNCH    2 0
 NM0247
 NM0247.Superseded values are not recommended for survey control.
 NM0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0247.See file dsdata.txt to determine how the superseded data were derived.
 NM0247
 NM0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM201866(NAD 83)
 NM0247_MARKER: DB = BENCH MARK DISK
 NM0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0247_STAMPING: U 142 1948
 NM0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0247+STABILITY: SURFACE MOTION
 NM0247
 NM0247  HISTORY     - Date     Condition        Report By
 NM0247  HISTORY     - 1948     MONUMENTED       CGS
 NM0247
 NM0247                          STATION DESCRIPTION
 NM0247
 NM0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0247'3.1 MI W FROM SALIX.
 NM0247'0.6 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0247'FROM THE STATION AT SALIX, THENCE 2.5 MILES WEST ALONG A GRAVEL
 NM0247'ROAD, AT A PRIVATE ROAD LEADING NORTH, 33.0 FEET NORTH OF THE CENTER
 NM0247'LINE OF THE ROAD, 28.0 FEET EAST OF THE CENTER LINE OF THE PRIVATE
 NM0247'ROAD, 4.3 FEET EAST OF AN EAST GATE POST, 1.0 FOOT SOUTH OF A
 NM0247'FENCE, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 NM0247'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0246 ***********************************************************************
 NM0246  DESIGNATION -  U 143
 NM0246  PID         -  NM0246
 NM0246  STATE/COUNTY-  IA/WOODBURY
 NM0246  USGS QUAD   -  SALIX (1976)
 NM0246
 NM0246                         *CURRENT SURVEY CONTROL
 NM0246  ___________________________________________________________________
 NM0246* NAD 83(1986)-  42 17 16.     (N)    096 20 13.     (W)     SCALED    
 NM0246* NAVD 88     -       326.746  (meters)    1072.00   (feet)  ADJUSTED  
 NM0246  ___________________________________________________________________
 NM0246  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 NM0246  DYNAMIC HT  -         326.639 (meters)    1071.65  (feet)  COMP
 NM0246  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 NM0246
 NM0246  VERT ORDER  -  SECOND    CLASS 0
 NM0246
 NM0246.The horizontal coordinates were scaled from a topographic map and have
 NM0246.an estimated accuracy of +/- 6 seconds.
 NM0246
 NM0246.The orthometric height was determined by differential leveling
 NM0246.and adjusted by the National Geodetic Survey in June 1991..
 NM0246
 NM0246.The geoid height was determined by GEOID03.
 NM0246
 NM0246.The dynamic height is computed by dividing the NAVD 88
 NM0246.geopotential number by the normal gravity value computed on the
 NM0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0246.degrees latitude (g = 980.6199 gals.).
 NM0246
 NM0246.The modeled gravity was interpolated from observed gravity values.
 NM0246
 NM0246;                    North         East    Units  Estimated Accuracy
 NM0246;SPC IA N     - 1,091,430.    1,266,070.      MT  (+/- 180 meters Scaled)
 NM0246
 NM0246                          SUPERSEDED SURVEY CONTROL
 NM0246
 NM0246  NGVD 29 (??/??/92)  326.592  (m)         1071.49   (f) ADJ UNCH    2 0
 NM0246
 NM0246.Superseded values are not recommended for survey control.
 NM0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0246.See file dsdata.txt to determine how the superseded data were derived.
 NM0246
 NM0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM195851(NAD 83)
 NM0246_MARKER: DB = BENCH MARK DISK
 NM0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0246_STAMPING: U 143 1948
 NM0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0246+STABILITY: SURFACE MOTION
 NM0246
 NM0246  HISTORY     - Date     Condition        Report By
 NM0246  HISTORY     - 1948     MONUMENTED       CGS
 NM0246  HISTORY     - 1964     MARK NOT FOUND   USGS
 NM0246
 NM0246                          STATION DESCRIPTION
 NM0246
 NM0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0246'4.1 MI W FROM SALIX.
 NM0246'0.6 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0246'FROM THE STATION AT SALIX, THENCE 2.5 MILES WEST ALONG A GRAVEL
 NM0246'ROAD, THENCE 1.0 MILE SOUTHWESTERLY ALONG A FIELD ROAD, ALONG THE
 NM0246'NORTHEAST EDGE OF A WOODED AREA, 7.0 FEET NORTHWEST OF THE CENTER
 NM0246'LINE OF THE FIELD ROAD, 3.1 FEET SOUTHWEST OF A 3-WAY CORNER FENCE
 NM0246'POST, 0.7 FOOT SOUTHEAST OF A FENCE, 1.6 FEET SOUTHWEST OF A
 NM0246'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 NM0246'FOOT ABOVE THE GROUND.  NOTE-- 1964 REPORT - A NEW ROAD HAS BEEN
 NM0246'CONSTRUCTED AT THIS LOCATION.
 NM0246
 NM0246                          STATION RECOVERY (1964)
 NM0246
 NM0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NM0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0202 ***********************************************************************
 MK0202  DESIGNATION -  U 144
 MK0202  PID         -  MK0202
 MK0202  STATE/COUNTY-  IA/MONONA
 MK0202  USGS QUAD   -  BLENCOE (1970)
 MK0202
 MK0202                         *CURRENT SURVEY CONTROL
 MK0202  ___________________________________________________________________
 MK0202* NAD 83(1986)-  41 57 54.     (N)    096 05 53.     (W)     SCALED    
 MK0202* NAVD 88     -       316.791  (meters)    1039.34   (feet)  ADJUSTED  
 MK0202  ___________________________________________________________________
 MK0202  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 MK0202  DYNAMIC HT  -         316.674 (meters)    1038.95  (feet)  COMP
 MK0202  MODELED GRAV-     980,245.1   (mgal)                       NAVD 88
 MK0202
 MK0202  VERT ORDER  -  SECOND    CLASS 0
 MK0202
 MK0202.The horizontal coordinates were scaled from a topographic map and have
 MK0202.an estimated accuracy of +/- 6 seconds.
 MK0202
 MK0202.The orthometric height was determined by differential leveling
 MK0202.and adjusted by the National Geodetic Survey in June 1991..
 MK0202
 MK0202.The geoid height was determined by GEOID03.
 MK0202
 MK0202.The dynamic height is computed by dividing the NAVD 88
 MK0202.geopotential number by the normal gravity value computed on the
 MK0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0202.degrees latitude (g = 980.6199 gals.).
 MK0202
 MK0202.The modeled gravity was interpolated from observed gravity values.
 MK0202
 MK0202;                    North         East    Units  Estimated Accuracy
 MK0202;SPC IA N     - 1,054,960.    1,284,660.      MT  (+/- 180 meters Scaled)
 MK0202
 MK0202                          SUPERSEDED SURVEY CONTROL
 MK0202
 MK0202  NGVD 29 (??/??/92)  316.661  (m)         1038.91   (f) ADJ UNCH    2 0
 MK0202
 MK0202.Superseded values are not recommended for survey control.
 MK0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0202.See file dsdata.txt to determine how the superseded data were derived.
 MK0202
 MK0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM404499(NAD 83)
 MK0202_MARKER: DB = BENCH MARK DISK
 MK0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0202_STAMPING: U 144 1948
 MK0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0202+STABILITY: SURFACE MOTION
 MK0202
 MK0202  HISTORY     - Date     Condition        Report By
 MK0202  HISTORY     - 1948     MONUMENTED       CGS
 MK0202  HISTORY     - 1974     GOOD             LOCSUR
 MK0202  HISTORY     - 1982     GOOD             LOCENG
 MK0202
 MK0202                          STATION DESCRIPTION
 MK0202
 MK0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0202'3 MI NW FROM BLENCOE.
 MK0202'0.5 MILE WEST ALONG A DIRT ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 MK0202'NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 2.5 MILES
 MK0202'NORTH ALONG A GRAVEL ROAD, AT A T ROAD, 48.0 FEET WEST OF THE
 MK0202'CENTER LINE OF THE NORTH-SOUTH ROAD, 8.0 FEET NORTH OF THE
 MK0202'CENTER LINE OF A PRIVATE ROAD LEADING WEST, 9.7 FEET WEST OF A
 MK0202'CORNER FENCE POST, 1.0 FOOT NORTH OF A FENCE, 2.0 FEET EAST OF
 MK0202'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MK0202'0.4 FOOT ABOVE THE GROUND.
 MK0202
 MK0202                          STATION RECOVERY (1974)
 MK0202
 MK0202'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0202'RECOVERED IN GOOD CONDITION.
 MK0202
 MK0202                          STATION RECOVERY (1982)
 MK0202
 MK0202'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 MK0202'FROM THE INTERSECTION OF COUNTY ROAD K-45 AND THE MAIN STREET OF
 MK0202'BLENCO, THENCE WEST 0.5 MILE ON A PAVED ROAD, THENCE NORTH 2.5 MILES
 MK0202'ALONG A GRAVEL ROAD, 48 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 MK0202'ROAD, 16.3 FEET NORTH WEST OF A REFERENCE POST, SET IN TOP OF A
 MK0202'CONCRETE POST 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0361 ***********************************************************************
 MJ0361  DESIGNATION -  U 146
 MJ0361  PID         -  MJ0361
 MJ0361  STATE/COUNTY-  IA/SHELBY
 MJ0361  USGS QUAD   -  CORLEY (1978)
 MJ0361
 MJ0361                         *CURRENT SURVEY CONTROL
 MJ0361  ___________________________________________________________________
 MJ0361* NAD 83(1986)-  41 30 40.     (N)    095 22 04.     (W)     SCALED    
 MJ0361* NAVD 88     -       363.787  (meters)    1193.52   (feet)  ADJUSTED  
 MJ0361  ___________________________________________________________________
 MJ0361  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 MJ0361  DYNAMIC HT  -         363.632 (meters)    1193.02  (feet)  COMP
 MJ0361  MODELED GRAV-     980,186.9   (mgal)                       NAVD 88
 MJ0361
 MJ0361  VERT ORDER  -  FIRST     CLASS II
 MJ0361
 MJ0361.The horizontal coordinates were scaled from a topographic map and have
 MJ0361.an estimated accuracy of +/- 6 seconds.
 MJ0361
 MJ0361.The orthometric height was determined by differential leveling
 MJ0361.and adjusted by the National Geodetic Survey in June 1991..
 MJ0361
 MJ0361.The geoid height was determined by GEOID03.
 MJ0361
 MJ0361.The dynamic height is computed by dividing the NAVD 88
 MJ0361.geopotential number by the normal gravity value computed on the
 MJ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0361.degrees latitude (g = 980.6199 gals.).
 MJ0361
 MJ0361.The modeled gravity was interpolated from observed gravity values.
 MJ0361
 MJ0361;                    North         East    Units  Estimated Accuracy
 MJ0361;SPC IA S     -   169,480.      344,090.      MT  (+/- 180 meters Scaled)
 MJ0361
 MJ0361                          SUPERSEDED SURVEY CONTROL
 MJ0361
 MJ0361  NGVD 29 (??/??/92)  363.678  (m)         1193.17   (f) ADJ UNCH    1 2
 MJ0361
 MJ0361.Superseded values are not recommended for survey control.
 MJ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0361.See file dsdata.txt to determine how the superseded data were derived.
 MJ0361
 MJ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF024982(NAD 83)
 MJ0361_MARKER: DB = BENCH MARK DISK
 MJ0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0361_SP_SET: CULVERT
 MJ0361_STAMPING: U 146 1949
 MJ0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0361
 MJ0361  HISTORY     - Date     Condition        Report By
 MJ0361  HISTORY     - 1949     MONUMENTED       CGS
 MJ0361
 MJ0361                          STATION DESCRIPTION
 MJ0361
 MJ0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0361'3.1 MI NW FROM AVOCA.
 MJ0361'3.1 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0361'RAILWAY FROM THE STATION AT AVOCA, 2 1/2 POLES SOUTHEAST OF
 MJ0361'MILEPOST NO. 462, SET IN THE TOP OF THE SECOND STEP AT THE NORTHEAST
 MJ0361'END OF THE NORTHWEST ABUTMENT OF A LARGE STONE ARCH CULVERT,
 MJ0361'24.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 1.0
 MJ0361'FOOT SOUTHWEST OF THE NORTHEAST END OF THE STEP, 1.2 FEET NORTHWEST
 MJ0361'OF THE SOUTHEAST FACE AND 1.2 FEET SOUTHEAST OF THE NORTHWEST
 MJ0361'FACE OF THE STEP, ABOUT 8.0 FEET BELOW TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0457 ***********************************************************************
 MJ0457  DESIGNATION -  U 147
 MJ0457  PID         -  MJ0457
 MJ0457  STATE/COUNTY-  IA/MILLS
 MJ0457  USGS QUAD   -  EMERSON (1978)
 MJ0457
 MJ0457                         *CURRENT SURVEY CONTROL
 MJ0457  ___________________________________________________________________
 MJ0457* NAD 83(1986)-  41 00 05.     (N)    095 29 55.     (W)     SCALED    
 MJ0457* NAVD 88     -       328.577  (meters)    1078.01   (feet)  ADJUSTED  
 MJ0457  ___________________________________________________________________
 MJ0457  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 MJ0457  DYNAMIC HT  -         328.429 (meters)    1077.52  (feet)  COMP
 MJ0457  MODELED GRAV-     980,164.6   (mgal)                       NAVD 88
 MJ0457
 MJ0457  VERT ORDER  -  SECOND    CLASS 0
 MJ0457
 MJ0457.The horizontal coordinates were scaled from a topographic map and have
 MJ0457.an estimated accuracy of +/- 6 seconds.
 MJ0457
 MJ0457.The orthometric height was determined by differential leveling
 MJ0457.and adjusted by the National Geodetic Survey in June 1991..
 MJ0457
 MJ0457.The geoid height was determined by GEOID03.
 MJ0457
 MJ0457.The dynamic height is computed by dividing the NAVD 88
 MJ0457.geopotential number by the normal gravity value computed on the
 MJ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0457.degrees latitude (g = 980.6199 gals.).
 MJ0457
 MJ0457.The modeled gravity was interpolated from observed gravity values.
 MJ0457
 MJ0457;                    North         East    Units  Estimated Accuracy
 MJ0457;SPC IA S     -   113,130.      331,870.      MT  (+/- 180 meters Scaled)
 MJ0457
 MJ0457                          SUPERSEDED SURVEY CONTROL
 MJ0457
 MJ0457  NGVD 29 (??/??/92)  328.494  (m)         1077.73   (f) ADJ UNCH    2 0
 MJ0457
 MJ0457.Superseded values are not recommended for survey control.
 MJ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0457.See file dsdata.txt to determine how the superseded data were derived.
 MJ0457
 MJ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF898419(NAD 83)
 MJ0457_MARKER: DB = BENCH MARK DISK
 MJ0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0457_STAMPING: U 147 1949
 MJ0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0457+STABILITY: SURFACE MOTION
 MJ0457
 MJ0457  HISTORY     - Date     Condition        Report By
 MJ0457  HISTORY     - 1949     MONUMENTED       CGS
 MJ0457
 MJ0457                          STATION DESCRIPTION
 MJ0457
 MJ0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0457'1.5 MI S FROM HASTINGS.
 MJ0457'1.5 MILES SOUTH ALONG COUNTY ROAD U FROM THE POST OFFICE AT
 MJ0457'HASTINGS, AT A ROAD INTERSECTION, AT THE INTERSECTION OF COUNTY
 MJ0457'ROADS U AND N, 78 FEET EAST OF THE CENTER LINE OF COUNTY ROAD
 MJ0457'U, 30 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD N, 44.0 FEET
 MJ0457'EAST OF A POWER POLE, 1.0 FOOT SOUTH OF THE NORTH RIGHT OF WAY
 MJ0457'FENCE, 1.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MJ0457'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0521 ***********************************************************************
 MJ0521  CBN         -  This is a Cooperative Base Network Control Station.
 MJ0521  DESIGNATION -  U 148
 MJ0521  PID         -  MJ0521
 MJ0521  STATE/COUNTY-  IA/MONTGOMERY
 MJ0521  USGS QUAD   -  CARSON NE (1978)
 MJ0521
 MJ0521                         *CURRENT SURVEY CONTROL
 MJ0521  ___________________________________________________________________
 MJ0521* NAD 83(1996)-  41 08 46.35668(N)    095 17 20.47452(W)     ADJUSTED  
 MJ0521* NAVD 88     -       388.514  (meters)    1274.65   (feet)  ADJUSTED  
 MJ0521  ___________________________________________________________________
 MJ0521  X           -    -443,402.619 (meters)                     COMP
 MJ0521  Y           -  -4,789,713.960 (meters)                     COMP
 MJ0521  Z           -   4,174,901.143 (meters)                     COMP
 MJ0521  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 MJ0521  ELLIP HEIGHT-         360.21  (meters)          (06/15/04) GPS OBS
 MJ0521  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 MJ0521  DYNAMIC HT  -         388.351 (meters)    1274.11  (feet)  COMP
 MJ0521  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 MJ0521
 MJ0521  HORZ ORDER  -  B
 MJ0521  VERT ORDER  -  SECOND    CLASS 0
 MJ0521  ELLP ORDER  -  FOURTH    CLASS I
 MJ0521
 MJ0521.The horizontal coordinates were established by GPS observations
 MJ0521.and adjusted by the National Geodetic Survey in August 1997..
 MJ0521
 MJ0521.The orthometric height was determined by differential leveling
 MJ0521.and adjusted by the National Geodetic Survey in June 1991..
 MJ0521
 MJ0521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ0521
 MJ0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0521
 MJ0521.The ellipsoidal height was determined by GPS observations
 MJ0521.and is referenced to NAD 83.
 MJ0521
 MJ0521.The geoid height was determined by GEOID03.
 MJ0521
 MJ0521.The dynamic height is computed by dividing the NAVD 88
 MJ0521.geopotential number by the normal gravity value computed on the
 MJ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0521.degrees latitude (g = 980.6199 gals.).
 MJ0521
 MJ0521.The modeled gravity was interpolated from observed gravity values.
 MJ0521
 MJ0521;                    North         East     Units Scale Factor Converg.
 MJ0521;SPC IA S     -   128,829.135   349,831.797   MT  0.99994882   -1 10 42.3
 MJ0521;UTM  15      - 4,557,513.461   307,908.941   MT  1.00005415   -1 30 23.7
 MJ0521
 MJ0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0521!SPC IA S     -   0.99994350  x   0.99994882  =   0.99989232
 MJ0521!UTM  15      -   0.99994350  x   1.00005415  =   0.99999765
 MJ0521
 MJ0521                          SUPERSEDED SURVEY CONTROL
 MJ0521
 MJ0521  ELLIP H (08/25/97)  360.27   (m)                       GP(       ) 4 1
 MJ0521  NAVD 88 (08/25/97)  388.51   (m)         1274.6    (f) LEVELING    3  
 MJ0521  NGVD 29 (??/??/92)  388.438  (m)         1274.40   (f) ADJ UNCH    2 0
 MJ0521
 MJ0521.Superseded values are not recommended for survey control.
 MJ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0521.See file dsdata.txt to determine how the superseded data were derived.
 MJ0521
 MJ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF0790957513(NAD 83)
 MJ0521_MARKER: DB = BENCH MARK DISK
 MJ0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0521_STAMPING: U 148 1949
 MJ0521_MARK LOGO: CGS   
 MJ0521_PROJECTION: PROJECTING 30 CENTIMETERS
 MJ0521_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0521+STABILITY: SURFACE MOTION
 MJ0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0521+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 MJ0521
 MJ0521  HISTORY     - Date     Condition        Report By
 MJ0521  HISTORY     - 1949     MONUMENTED       CGS
 MJ0521  HISTORY     - 1970     GOOD             NGS
 MJ0521  HISTORY     - 1976     POOR             USGS
 MJ0521  HISTORY     - 19960917 GOOD             IADT
 MJ0521  HISTORY     - 19990112 GOOD             MERRIC
 MJ0521  HISTORY     - 20060405 GOOD             INDIV
 MJ0521
 MJ0521                          STATION DESCRIPTION
 MJ0521
 MJ0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0521'7 MI W FROM ELLIOTT.
 MJ0521'0.3 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ELLIOT,
 MJ0521'THENCE 3.7 MILES WEST ALONG STATE HIGHWAY 48, THENCE 3.0 MILES
 MJ0521'WEST ALONG COUNTY ROAD A, IN THE NORTHWEST CORNER OF A SCHOOL YARD,
 MJ0521'210 FEET NORTH OF THE CENTER LINE OF THE COUNTY ROAD, 55 FEET EAST
 MJ0521'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 70.0 FEET NORTH OF
 MJ0521'THE NORTHWEST CORNER OF A SCHOOL BUILDING, 1.0 FOOT SOUTH OF A FENCE,
 MJ0521'1.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MJ0521'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS 1.1 MILES
 MJ0521'EAST OF BENCH MARK V 148.  NOTE-- THE OLD SCHOOLHOUSE MENTIONED
 MJ0521'IN THE DESCRIPTION NO LONGER REMAINS.  A METAL WITNESS POST WAS
 MJ0521'SET 1 FOOT WEST OF THE MARK.
 MJ0521
 MJ0521                          STATION RECOVERY (1970)
 MJ0521
 MJ0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MJ0521'RECOVERED IN GOOD CONDITION.
 MJ0521
 MJ0521                          STATION RECOVERY (1976)
 MJ0521
 MJ0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MJ0521'MARK RECOVERED IN POOR CONDITION.
 MJ0521
 MJ0521                          STATION RECOVERY (1996)
 MJ0521
 MJ0521'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 MJ0521'STATION IS 6 MI (9.7 KM) WEST OF ELLIOT, IN THE SOUTHWEST QUARTER OF
 MJ0521'SECTION 1, T 73 N, R 39 W.  TO REACH THE STATION FROM THE JUNCTION OF
 MJ0521'STATE HIGHWAY 48 AND COUNTY ROAD H 12, JUST 3 MI (4.8 KM) WEST OF THE
 MJ0521'TOWN OF ELLIOT, GO WEST ON COUNTY ROAD H 12 FOR 3 MI (4.8 KM) TO A
 MJ0521'GRAVEL CROSSROAD AND THE STATION ON THE RIGHT, 210 FT (64.0 M) NORTH
 MJ0521'OF THE CENTERLINE OF COUNTY ROAD H 12, 55 FT (16.8 M) EAST OF THE
 MJ0521'CENTERLINE OF THE GRAVEL ROAD, 1.5 FT (0.5 M) SOUTH OF A FENCE, 1.4 FT
 MJ0521'(0.4 M) WEST OF A WHITE SURVEY WITNESS POST, AND 0.35 M (1.15 FT) WEST
 MJ0521'OF A PINK STATE HARN SURVEY SIGN.
 MJ0521
 MJ0521                          STATION RECOVERY (1999)
 MJ0521
 MJ0521'RECOVERY NOTE BY MERRICK AND COMPANY 1999 (KTK)
 MJ0521'RECOVERSD AS DESCRIBED
 MJ0521' 
 MJ0521'
 MJ0521
 MJ0521                          STATION RECOVERY (2006)
 MJ0521
 MJ0521'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (VK)
 MJ0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0382 ***********************************************************************
 MJ0382  DESIGNATION -  U 150
 MJ0382  PID         -  MJ0382
 MJ0382  STATE/COUNTY-  IA/SHELBY
 MJ0382  USGS QUAD   -  PANAMA (1978)
 MJ0382
 MJ0382                         *CURRENT SURVEY CONTROL
 MJ0382  ___________________________________________________________________
 MJ0382* NAD 83(1986)-  41 38 46.     (N)    095 25 18.     (W)     SCALED    
 MJ0382* NAVD 88     -       410.634  (meters)    1347.22   (feet)  ADJUSTED  
 MJ0382  ___________________________________________________________________
 MJ0382  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 MJ0382  DYNAMIC HT  -         410.439 (meters)    1346.58  (feet)  COMP
 MJ0382  MODELED GRAV-     980,135.9   (mgal)                       NAVD 88
 MJ0382
 MJ0382  VERT ORDER  -  SECOND    CLASS 0
 MJ0382
 MJ0382.The horizontal coordinates were scaled from a topographic map and have
 MJ0382.an estimated accuracy of +/- 6 seconds.
 MJ0382
 MJ0382.The orthometric height was determined by differential leveling
 MJ0382.and adjusted by the National Geodetic Survey in June 1991..
 MJ0382
 MJ0382.The geoid height was determined by GEOID03.
 MJ0382
 MJ0382.The dynamic height is computed by dividing the NAVD 88
 MJ0382.geopotential number by the normal gravity value computed on the
 MJ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0382.degrees latitude (g = 980.6199 gals.).
 MJ0382
 MJ0382.The modeled gravity was interpolated from observed gravity values.
 MJ0382
 MJ0382;                    North         East    Units  Estimated Accuracy
 MJ0382;SPC IA S     -   184,570.      339,930.      MT  (+/- 180 meters Scaled)
 MJ0382
 MJ0382                          SUPERSEDED SURVEY CONTROL
 MJ0382
 MJ0382  NGVD 29 (??/??/92)  410.505  (m)         1346.80   (f) ADJ UNCH    2 0
 MJ0382
 MJ0382.Superseded values are not recommended for survey control.
 MJ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0382.See file dsdata.txt to determine how the superseded data were derived.
 MJ0382
 MJ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG983133(NAD 83)
 MJ0382_MARKER: DB = BENCH MARK DISK
 MJ0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0382_STAMPING: U 150 1949
 MJ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0382+STABILITY: SURFACE MOTION
 MJ0382
 MJ0382  HISTORY     - Date     Condition        Report By
 MJ0382  HISTORY     - 1949     MONUMENTED       CGS
 MJ0382
 MJ0382                          STATION DESCRIPTION
 MJ0382
 MJ0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0382'4.9 MI W FROM HARLAN.
 MJ0382'4.9 MILES WEST ALONG STATE HIGHWAY NO. 39 FROM THE JUNCTION OF
 MJ0382'STATE HIGHWAY NO. 39 WITH U.S. HIGHWAY NO. 59 AT HARLAN, IN
 MJ0382'THE NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 204.0 FEET
 MJ0382'EAST OF THE CENTER LINE OF THE NORTH-SOUTH SECTION LINE ROAD,
 MJ0382'51.9 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 37.3 FEET
 MJ0382'SOUTHEAST OF THE SOUTHEAST CORNER OF A SCHOOL BUILDING, 34.3
 MJ0382'FEET SOUTHEAST OF A PUMP, 1.2 FEET WEST OF A REFERENCE POST,
 MJ0382'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 MJ0382'THE GROUND.  NOTE-- THIS BENCH MARK IS 0.8 MILE EAST OF BENCH
 MJ0382'MARK 285.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0328 ***********************************************************************
 MJ0328  DESIGNATION -  U 151
 MJ0328  PID         -  MJ0328
 MJ0328  STATE/COUNTY-  IA/CRAWFORD
 MJ0328  USGS QUAD   -  MANNING (1978)
 MJ0328
 MJ0328                         *CURRENT SURVEY CONTROL
 MJ0328  ___________________________________________________________________
 MJ0328* NAD 83(1986)-  41 54 35.     (N)    095 05 35.     (W)     SCALED    
 MJ0328* NAVD 88     -       432.312  (meters)    1418.34   (feet)  ADJUSTED  
 MJ0328  ___________________________________________________________________
 MJ0328  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 MJ0328  DYNAMIC HT  -         432.114 (meters)    1417.69  (feet)  COMP
 MJ0328  MODELED GRAV-     980,151.1   (mgal)                       NAVD 88
 MJ0328
 MJ0328  VERT ORDER  -  SECOND    CLASS 0
 MJ0328
 MJ0328.The horizontal coordinates were scaled from a topographic map and have
 MJ0328.an estimated accuracy of +/- 6 seconds.
 MJ0328
 MJ0328.The orthometric height was determined by differential leveling
 MJ0328.and adjusted by the National Geodetic Survey in June 1991..
 MJ0328
 MJ0328.The geoid height was determined by GEOID03.
 MJ0328
 MJ0328.The dynamic height is computed by dividing the NAVD 88
 MJ0328.geopotential number by the normal gravity value computed on the
 MJ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0328.degrees latitude (g = 980.6199 gals.).
 MJ0328
 MJ0328.The modeled gravity was interpolated from observed gravity values.
 MJ0328
 MJ0328;                    North         East    Units  Estimated Accuracy
 MJ0328;SPC IA N     - 1,046,760.    1,367,830.      MT  (+/- 180 meters Scaled)
 MJ0328
 MJ0328                          SUPERSEDED SURVEY CONTROL
 MJ0328
 MJ0328  NGVD 29 (??/??/92)  432.175  (m)         1417.89   (f) ADJ UNCH    2 0
 MJ0328
 MJ0328.Superseded values are not recommended for survey control.
 MJ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0328.See file dsdata.txt to determine how the superseded data were derived.
 MJ0328
 MJ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG264418(NAD 83)
 MJ0328_MARKER: DB = BENCH MARK DISK
 MJ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0328_STAMPING: U 151 1949
 MJ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0328+STABILITY: SURFACE MOTION
 MJ0328
 MJ0328  HISTORY     - Date     Condition        Report By
 MJ0328  HISTORY     - 1949     MONUMENTED       CGS
 MJ0328
 MJ0328                          STATION DESCRIPTION
 MJ0328
 MJ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0328'1.8 MI W FROM MANNING.
 MJ0328'1.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0328'RAILROAD FROM THE STATION AT MANNING, 1 1/2 POLES EAST OF MILEPOST
 MJ0328'NO. 414, ABOUT 70.0 FEET NORTH OF THE TRACK AND ABOUT 25.0 FEET
 MJ0328'ABOVE IT, 21.5 FEET WEST OF THE NORTHWEST CORNER OF A SECTION LINE
 MJ0328'ROAD OVERPASS, BRIDGE NO. Z 1338, 33.0 FEET WEST OF THE CENTER
 MJ0328'LINE OF THE ROAD, 20.0 FEET SOUTH OF THE CENTER LINE OF A GATE,
 MJ0328'4.8 FEET NORTH OF A CORNER FENCE POST, 1.6 FEET EAST OF A FENCE,
 MJ0328'1.2 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MJ0328'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0363 ***********************************************************************
 NM0363  DESIGNATION -  U 152
 NM0363  PID         -  NM0363
 NM0363  STATE/COUNTY-  IA/WOODBURY
 NM0363  USGS QUAD   -  CLIMBING HILL (1964)
 NM0363
 NM0363                         *CURRENT SURVEY CONTROL
 NM0363  ___________________________________________________________________
 NM0363* NAD 83(1986)-  42 16 15.     (N)    096 05 32.     (W)     SCALED    
 NM0363* NAVD 88     -       326.435  (meters)    1070.98   (feet)  ADJUSTED  
 NM0363  ___________________________________________________________________
 NM0363  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 NM0363  DYNAMIC HT  -         326.327 (meters)    1070.62  (feet)  COMP
 NM0363  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 NM0363
 NM0363  VERT ORDER  -  SECOND    CLASS 0
 NM0363
 NM0363.The horizontal coordinates were scaled from a topographic map and have
 NM0363.an estimated accuracy of +/- 6 seconds.
 NM0363
 NM0363.The orthometric height was determined by differential leveling
 NM0363.and adjusted by the National Geodetic Survey in June 1991..
 NM0363
 NM0363.The geoid height was determined by GEOID03.
 NM0363
 NM0363.The dynamic height is computed by dividing the NAVD 88
 NM0363.geopotential number by the normal gravity value computed on the
 NM0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0363.degrees latitude (g = 980.6199 gals.).
 NM0363
 NM0363.The modeled gravity was interpolated from observed gravity values.
 NM0363
 NM0363;                    North         East    Units  Estimated Accuracy
 NM0363;SPC IA N     - 1,088,900.    1,286,190.      MT  (+/- 180 meters Scaled)
 NM0363
 NM0363                          SUPERSEDED SURVEY CONTROL
 NM0363
 NM0363  NGVD 29 (??/??/92)  326.283  (m)         1070.48   (f) ADJ UNCH    2 0
 NM0363
 NM0363.Superseded values are not recommended for survey control.
 NM0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0363.See file dsdata.txt to determine how the superseded data were derived.
 NM0363
 NM0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM398839(NAD 83)
 NM0363_MARKER: DB = BENCH MARK DISK
 NM0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0363_STAMPING: U 152 1949
 NM0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0363+STABILITY: SURFACE MOTION
 NM0363
 NM0363  HISTORY     - Date     Condition        Report By
 NM0363  HISTORY     - 1949     MONUMENTED       CGS
 NM0363
 NM0363                          STATION DESCRIPTION
 NM0363
 NM0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0363'0.7 MI NW FROM HOLLY SPRINGS.
 NM0363'0.2 MILE NORTHWEST ALONG STATE HIGHWAY 141 FROM THE CONSOLIDATED
 NM0363'SCHOOL AT HOLLY SPRINGS, THENCE 0.5 MILE WEST ALONG A GRAVELED
 NM0363'ROAD, AT THE FARM HOME OF RALPH WOODS, 135 FEET NORTH OF THE
 NM0363'CENTER LINE OF THE ROAD, 76.0 FEET NORTHEAST OF THE NORTHEAST
 NM0363'CORNER OF THE HOUSE, 37.0 FEET EAST OF THE SOUTHEAST CORNER OF
 NM0363'THE GARAGE, 9.0 FEET EAST OF A FENCE CORNER POST, 5.5 FEET
 NM0363'EAST OF A POWER TRANSMISSION LINE POLE, 1.0 FOOT NORTH OF A
 NM0363'FENCE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 NM0363'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0382 ***********************************************************************
 NM0382  DESIGNATION -  U 153
 NM0382  PID         -  NM0382
 NM0382  STATE/COUNTY-  IA/MONONA
 NM0382  USGS QUAD   -  SLOAN (1969)
 NM0382
 NM0382                         *CURRENT SURVEY CONTROL
 NM0382  ___________________________________________________________________
 NM0382* NAD 83(1986)-  42 08 55.     (N)    096 08 08.     (W)     SCALED    
 NM0382* NAVD 88     -       323.854  (meters)    1062.51   (feet)  ADJUSTED  
 NM0382  ___________________________________________________________________
 NM0382  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 NM0382  DYNAMIC HT  -         323.742 (meters)    1062.14  (feet)  COMP
 NM0382  MODELED GRAV-     980,267.0   (mgal)                       NAVD 88
 NM0382
 NM0382  VERT ORDER  -  SECOND    CLASS 0
 NM0382
 NM0382.The horizontal coordinates were scaled from a topographic map and have
 NM0382.an estimated accuracy of +/- 6 seconds.
 NM0382
 NM0382.The orthometric height was determined by differential leveling
 NM0382.and adjusted by the National Geodetic Survey in June 1991..
 NM0382
 NM0382.The geoid height was determined by GEOID03.
 NM0382
 NM0382.The dynamic height is computed by dividing the NAVD 88
 NM0382.geopotential number by the normal gravity value computed on the
 NM0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0382.degrees latitude (g = 980.6199 gals.).
 NM0382
 NM0382.The modeled gravity was interpolated from observed gravity values.
 NM0382
 NM0382;                    North         East    Units  Estimated Accuracy
 NM0382;SPC IA N     - 1,075,440.    1,282,190.      MT  (+/- 180 meters Scaled)
 NM0382
 NM0382                          SUPERSEDED SURVEY CONTROL
 NM0382
 NM0382  NGVD 29 (??/??/92)  323.712  (m)         1062.05   (f) ADJ UNCH    2 0
 NM0382
 NM0382.Superseded values are not recommended for survey control.
 NM0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0382.See file dsdata.txt to determine how the superseded data were derived.
 NM0382
 NM0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM366702(NAD 83)
 NM0382_MARKER: DB = BENCH MARK DISK
 NM0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0382_STAMPING: U 153 1949
 NM0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0382+STABILITY: SURFACE MOTION
 NM0382
 NM0382  HISTORY     - Date     Condition        Report By
 NM0382  HISTORY     - 1949     MONUMENTED       CGS
 NM0382  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0382
 NM0382                          STATION DESCRIPTION
 NM0382
 NM0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0382'3.4 MI NE FROM WHITING.
 NM0382'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND
 NM0382'NORTH WESTERN RAILROAD STATION AT WHITING, THENCE 1.6 MILES
 NM0382'EAST ALONG COUNTY ROAD E, 40 FEET EAST OF THE CENTER LINE OF
 NM0382'THE NORTH-SOUTH ROAD, 7 FEET NORTH OF THE EXTENDED CENTER LINE
 NM0382'OF A T ROAD LEADING WEST, 8.0 FEET EAST OF THE RIGHT-OF-WAY
 NM0382'FENCE, 6.0 FEET NORTH OF AN EAST-WEST FENCE, 5.7 FEET SOUTHWEST
 NM0382'OF A POWER TRANSMISSION LINE POLE, 7.0 FEET EAST OF A REFERENCE
 NM0382'POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 NM0382'0.5 FOOT ABOVE THE GROUND.  NOTE-- A NEW ROAD HAS BEEN BUILT
 NM0382'NEAR THE MARK AND THE RIGHT-OF-WAY FENCE HAS BEEN MOVED.  THE
 NM0382'POSITION DESCRIBED IS UNDER A FIELD ENTRANCE.
 NM0382
 NM0382                          STATION RECOVERY (1969)
 NM0382
 NM0382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0146 ***********************************************************************
 OQ0146  DESIGNATION -  U 154
 OQ0146  PID         -  OQ0146
 OQ0146  STATE/COUNTY-  IA/SIOUX
 OQ0146  USGS QUAD   -  HAWARDEN NORTH (1968)
 OQ0146
 OQ0146                         *CURRENT SURVEY CONTROL
 OQ0146  ___________________________________________________________________
 OQ0146* NAD 83(1986)-  43 02 13.     (N)    096 29 37.     (W)     SCALED    
 OQ0146* NAVD 88     -       360.639  (meters)    1183.20   (feet)  ADJUSTED  
 OQ0146  ___________________________________________________________________
 OQ0146  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 OQ0146  DYNAMIC HT  -         360.540 (meters)    1182.87  (feet)  COMP
 OQ0146  MODELED GRAV-     980,334.9   (mgal)                       NAVD 88
 OQ0146
 OQ0146  VERT ORDER  -  FIRST     CLASS II
 OQ0146
 OQ0146.The horizontal coordinates were scaled from a topographic map and have
 OQ0146.an estimated accuracy of +/- 6 seconds.
 OQ0146
 OQ0146.The orthometric height was determined by differential leveling
 OQ0146.and adjusted by the National Geodetic Survey in June 1991..
 OQ0146
 OQ0146.The geoid height was determined by GEOID03.
 OQ0146
 OQ0146.The dynamic height is computed by dividing the NAVD 88
 OQ0146.geopotential number by the normal gravity value computed on the
 OQ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0146.degrees latitude (g = 980.6199 gals.).
 OQ0146
 OQ0146.The modeled gravity was interpolated from observed gravity values.
 OQ0146
 OQ0146;                    North         East    Units  Estimated Accuracy
 OQ0146;SPC IA N     - 1,175,040.    1,256,100.      MT  (+/- 180 meters Scaled)
 OQ0146
 OQ0146                          SUPERSEDED SURVEY CONTROL
 OQ0146
 OQ0146  NGVD 29 (??/??/92)  360.428  (m)         1182.50   (f) ADJ UNCH    1 2
 OQ0146
 OQ0146.Superseded values are not recommended for survey control.
 OQ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0146.See file dsdata.txt to determine how the superseded data were derived.
 OQ0146
 OQ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN041679(NAD 83)
 OQ0146_MARKER: DB = BENCH MARK DISK
 OQ0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0146_STAMPING: U 154 1949
 OQ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0146+STABILITY: SURFACE MOTION
 OQ0146
 OQ0146  HISTORY     - Date     Condition        Report By
 OQ0146  HISTORY     - 1949     MONUMENTED       CGS
 OQ0146
 OQ0146                          STATION DESCRIPTION
 OQ0146
 OQ0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0146'2.9 MI N FROM HAWARDEN.
 OQ0146'2.9 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0146'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HAWARDEN, AT A
 OQ0146'PRIVATE ROAD CROSSING, 2 1/2 POLES SOUTH OF MILE POST 28, 72.0
 OQ0146'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 45.4 FEET EAST OF THE
 OQ0146'EAST RAIL, 1.2 FEET WEST OF THE RIGHT-OF-WAY FENCE, 1.4 FEET
 OQ0146'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 OQ0146'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0426 ***********************************************************************
 MH0426  DESIGNATION -  U 155
 MH0426  PID         -  MH0426
 MH0426  STATE/COUNTY-  IA/DALLAS
 MH0426  USGS QUAD   -  COMMERCE (1976)
 MH0426
 MH0426                         *CURRENT SURVEY CONTROL
 MH0426  ___________________________________________________________________
 MH0426* NAD 83(1986)-  41 31 33.     (N)    093 52 01.     (W)     SCALED    
 MH0426* NAVD 88     -       260.424  (meters)     854.41   (feet)  ADJUSTED  
 MH0426  ___________________________________________________________________
 MH0426  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 MH0426  DYNAMIC HT  -         260.311 (meters)     854.04  (feet)  COMP
 MH0426  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 MH0426
 MH0426  VERT ORDER  -  FIRST     CLASS II
 MH0426
 MH0426.The horizontal coordinates were scaled from a topographic map and have
 MH0426.an estimated accuracy of +/- 6 seconds.
 MH0426
 MH0426.The orthometric height was determined by differential leveling
 MH0426.and adjusted by the National Geodetic Survey in June 1991..
 MH0426
 MH0426.The geoid height was determined by GEOID03.
 MH0426
 MH0426.The dynamic height is computed by dividing the NAVD 88
 MH0426.geopotential number by the normal gravity value computed on the
 MH0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0426.degrees latitude (g = 980.6199 gals.).
 MH0426
 MH0426.The modeled gravity was interpolated from observed gravity values.
 MH0426
 MH0426;                    North         East    Units  Estimated Accuracy
 MH0426;SPC IA S     -   169,510.      469,380.      MT  (+/- 180 meters Scaled)
 MH0426
 MH0426                          SUPERSEDED SURVEY CONTROL
 MH0426
 MH0426  NGVD 29 (??/??/92)  260.371  (m)          854.23   (f) ADJ UNCH    1 2
 MH0426
 MH0426.Superseded values are not recommended for survey control.
 MH0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0426.See file dsdata.txt to determine how the superseded data were derived.
 MH0426
 MH0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF276974(NAD 83)
 MH0426_MARKER: DB = BENCH MARK DISK
 MH0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0426_STAMPING: U 155 1950
 MH0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0426+STABILITY: SURFACE MOTION
 MH0426
 MH0426  HISTORY     - Date     Condition        Report By
 MH0426  HISTORY     - 1950     MONUMENTED       CGS
 MH0426
 MH0426                          STATION DESCRIPTION
 MH0426
 MH0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0426'0.9 MI W FROM BOONEVILLE.
 MH0426'0.9 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0426'RAILROAD FROM THE STATION AT BOONEVILLE, AT THE WEST END OF A
 MH0426'ROW OF 15 METAL STORAGE BINS, 118 FEET SOUTH OF THE CENTER LINE
 MH0426'OF STATE HIGHWAY 90, 16 FEET EAST OF THE CENTER OF A WIRE GATE,
 MH0426'1.1 FEET NORTH OF A FENCE, 2.2 FEET EAST OF A WITNESS POST,
 MH0426'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MH0426'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0914 ***********************************************************************
 LF0914  DESIGNATION -  U 156
 LF0914  PID         -  LF0914
 LF0914  STATE/COUNTY-  IA/FREMONT
 LF0914  USGS QUAD   -  RANDOLPH (1957)
 LF0914
 LF0914                         *CURRENT SURVEY CONTROL
 LF0914  ___________________________________________________________________
 LF0914* NAD 83(1986)-  40 46 57.     (N)    095 33 24.     (W)     SCALED    
 LF0914* NAVD 88     -       292.071  (meters)     958.24   (feet)  ADJUSTED  
 LF0914  ___________________________________________________________________
 LF0914  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LF0914  DYNAMIC HT  -         291.916 (meters)     957.73  (feet)  COMP
 LF0914  MODELED GRAV-     980,087.9   (mgal)                       NAVD 88
 LF0914
 LF0914  VERT ORDER  -  SECOND    CLASS 0
 LF0914
 LF0914.The horizontal coordinates were scaled from a topographic map and have
 LF0914.an estimated accuracy of +/- 6 seconds.
 LF0914
 LF0914.The orthometric height was determined by differential leveling
 LF0914.and adjusted by the National Geodetic Survey in June 1991..
 LF0914
 LF0914.The geoid height was determined by GEOID03.
 LF0914
 LF0914.The dynamic height is computed by dividing the NAVD 88
 LF0914.geopotential number by the normal gravity value computed on the
 LF0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0914.degrees latitude (g = 980.6199 gals.).
 LF0914
 LF0914.The modeled gravity was interpolated from observed gravity values.
 LF0914
 LF0914;                    North         East    Units  Estimated Accuracy
 LF0914;SPC IA S     -    88,950.      326,420.      MT  (+/- 180 meters Scaled)
 LF0914
 LF0914                          SUPERSEDED SURVEY CONTROL
 LF0914
 LF0914  NGVD 29 (??/??/92)  291.964  (m)          957.89   (f) ADJ UNCH    2 0
 LF0914
 LF0914.Superseded values are not recommended for survey control.
 LF0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0914.See file dsdata.txt to determine how the superseded data were derived.
 LF0914
 LF0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF842177(NAD 83)
 LF0914_MARKER: DB = BENCH MARK DISK
 LF0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0914_STAMPING: U 156 1949
 LF0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0914+STABILITY: SURFACE MOTION
 LF0914
 LF0914  HISTORY     - Date     Condition        Report By
 LF0914  HISTORY     - 1949     MONUMENTED       CGS
 LF0914
 LF0914                          STATION DESCRIPTION
 LF0914
 LF0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0914'6.7 MI N FROM RIVERTON.
 LF0914'0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0914'FROM THE STATION AT RIVERTON, THENCE 1.6 MILES NORTH ALONG
 LF0914'A GRAVELED ROAD, THENCE 0.15 MILE EAST ALONG A GRAVELED ROAD,
 LF0914'THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 2, THENCE 0.95 MILE
 LF0914'NORTH ALONG A GRAVELED ROAD, 40.0 FEET NORTHEAST OF THE NORTHEAST
 LF0914'CORNER OF THE MAYFLOWER SCHOOLHOUSE, 6.4 FEET SOUTH OF THE MOST
 LF0914'NORTHERLY ONE OF A ROW OF THREE ELM TREES, 4.6 FEET WEST OF A
 LF0914'WOODEN FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 LF0914'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0125 ***********************************************************************
 MK0125  DESIGNATION -  U 159
 MK0125  PID         -  MK0125
 MK0125  STATE/COUNTY-  IA/MONONA
 MK0125  USGS QUAD   -  BLENCOE (1970)
 MK0125
 MK0125                         *CURRENT SURVEY CONTROL
 MK0125  ___________________________________________________________________
 MK0125* NAD 83(1986)-  41 55 18.     (N)    096 01 08.     (W)     SCALED    
 MK0125* NAVD 88     -       315.893  (meters)    1036.39   (feet)  ADJUSTED  
 MK0125  ___________________________________________________________________
 MK0125  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 MK0125  DYNAMIC HT  -         315.773 (meters)    1036.00  (feet)  COMP
 MK0125  MODELED GRAV-     980,234.3   (mgal)                       NAVD 88
 MK0125
 MK0125  VERT ORDER  -  SECOND    CLASS 0
 MK0125
 MK0125.The horizontal coordinates were scaled from a topographic map and have
 MK0125.an estimated accuracy of +/- 6 seconds.
 MK0125
 MK0125.The orthometric height was determined by differential leveling
 MK0125.and adjusted by the National Geodetic Survey in June 1991..
 MK0125
 MK0125.The geoid height was determined by GEOID03.
 MK0125
 MK0125.The dynamic height is computed by dividing the NAVD 88
 MK0125.geopotential number by the normal gravity value computed on the
 MK0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0125.degrees latitude (g = 980.6199 gals.).
 MK0125
 MK0125.The modeled gravity was interpolated from observed gravity values.
 MK0125
 MK0125;                    North         East    Units  Estimated Accuracy
 MK0125;SPC IA N     - 1,049,950.    1,291,080.      MT  (+/- 180 meters Scaled)
 MK0125
 MK0125                          SUPERSEDED SURVEY CONTROL
 MK0125
 MK0125  NGVD 29 (??/??/92)  315.746  (m)         1035.91   (f) ADJ UNCH    2 0
 MK0125
 MK0125.Superseded values are not recommended for survey control.
 MK0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0125.See file dsdata.txt to determine how the superseded data were derived.
 MK0125
 MK0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM472453(NAD 83)
 MK0125_MARKER: DB = BENCH MARK DISK
 MK0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0125_STAMPING: U 159 1949
 MK0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0125+STABILITY: SURFACE MOTION
 MK0125
 MK0125  HISTORY     - Date     Condition        Report By
 MK0125  HISTORY     - 1949     MONUMENTED       CGS
 MK0125  HISTORY     - 1981     GOOD             LOCENG
 MK0125
 MK0125                          STATION DESCRIPTION
 MK0125
 MK0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0125'4.8 MI SE FROM BLENCOE.
 MK0125'0.25 MILE EAST ALONG THE MAIN STREET FROM THE CATHOLIC CHURCH AT
 MK0125'BLENCOE, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.2
 MK0125'MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES EAST ALONG
 MK0125'A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD,
 MK0125'THENCE 0.1 MILE EAST ALONG A GRADED DIRT ROAD, AT THE J. HODGSON
 MK0125'FARM HOME, 49 FEET NORTH OF THE CENTER LINE OF THE ROAD, 37 FEET
 MK0125'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARMHOUSE, ON THE
 MK0125'INSIDE OF A YARD FENCE, 8.4 FEET WEST OF A WOVEN WIRE FENCE, 3.0
 MK0125'FEET NORTH OF A WOVEN WIRE FENCE, SET IN THE TOP OF A 5 FOOT
 MK0125'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0125
 MK0125                          STATION RECOVERY (1981)
 MK0125
 MK0125'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MK0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0559 ***********************************************************************
 OP0559  CBN         -  This is a Cooperative Base Network Control Station.
 OP0559  DESIGNATION -  U 16
 OP0559  PID         -  OP0559
 OP0559  STATE/COUNTY-  IA/OSCEOLA
 OP0559  USGS QUAD   -  ASHTON (1972)
 OP0559
 OP0559                         *CURRENT SURVEY CONTROL
 OP0559  ___________________________________________________________________
 OP0559* NAD 83(1996)-  43 19 27.50864(N)    095 46 58.89835(W)     ADJUSTED  
 OP0559* NAVD 88     -       442.886  (meters)    1453.04   (feet)  ADJUSTED  
 OP0559  ___________________________________________________________________
 OP0559  X           -    -468,300.493 (meters)                     COMP
 OP0559  Y           -  -4,623,956.120 (meters)                     COMP
 OP0559  Z           -   4,354,067.723 (meters)                     COMP
 OP0559  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 OP0559  ELLIP HEIGHT-         416.10  (meters)          (08/23/05) GPS OBS
 OP0559  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 OP0559  DYNAMIC HT  -         442.770 (meters)    1452.65  (feet)  COMP
 OP0559  MODELED GRAV-     980,344.5   (mgal)                       NAVD 88
 OP0559
 OP0559  HORZ ORDER  -  B
 OP0559  VERT ORDER  -  SECOND    CLASS 0
 OP0559  ELLP ORDER  -  FOURTH    CLASS II
 OP0559
 OP0559.The horizontal coordinates were established by GPS observations
 OP0559.and adjusted by the National Geodetic Survey in August 1997..
 OP0559
 OP0559.The orthometric height was determined by differential leveling
 OP0559.and adjusted by the National Geodetic Survey in June 1991..
 OP0559
 OP0559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0559
 OP0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0559
 OP0559.The ellipsoidal height was determined by GPS observations
 OP0559.and is referenced to NAD 83.
 OP0559
 OP0559.The geoid height was determined by GEOID03.
 OP0559
 OP0559.The dynamic height is computed by dividing the NAVD 88
 OP0559.geopotential number by the normal gravity value computed on the
 OP0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0559.degrees latitude (g = 980.6199 gals.).
 OP0559
 OP0559.The modeled gravity was interpolated from observed gravity values.
 OP0559
 OP0559;                    North         East     Units Scale Factor Converg.
 OP0559;SPC IA N     - 1,205,146.235 1,314,842.273   MT  1.00001104   -1 32 50.3
 OP0559;UTM  15      - 4,800,591.323   274,351.376   MT  1.00022638   -1 54 37.1
 OP0559
 OP0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0559!SPC IA N     -   0.99993475  x   1.00001104  =   0.99994579
 OP0559!UTM  15      -   0.99993475  x   1.00022638  =   1.00016112
 OP0559
 OP0559                          SUPERSEDED SURVEY CONTROL
 OP0559
 OP0559  ELLIP H (07/28/03)  416.06   (m)                       GP(       ) 4 1
 OP0559  ELLIP H (08/25/97)  416.10   (m)                       GP(       ) 4 1
 OP0559  NAD 83(1996)-  43 19 27.50693(N)    095 46 58.89152(W) AD(       ) 3
 OP0559  NAD 83(1986)-  43 19 27.50927(N)    095 46 58.89036(W) AD(       ) 3
 OP0559  NAVD 88 (08/25/97)  442.89   (m)         1453.0    (f) LEVELING    3  
 OP0559  NGVD 29 (??/??/92)  442.700  (m)         1452.42   (f) ADJ UNCH    2 0
 OP0559
 OP0559.Superseded values are not recommended for survey control.
 OP0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0559.See file dsdata.txt to determine how the superseded data were derived.
 OP0559
 OP0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7435100591(NAD 83)
 OP0559_MARKER: DB = BENCH MARK DISK
 OP0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0559_SP_SET: CONCRETE POST
 OP0559_STAMPING: U 16 1934
 OP0559_MARK LOGO: CGS   
 OP0559_PROJECTION: FLUSH
 OP0559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0559+STABILITY: SURFACE MOTION
 OP0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0559+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 OP0559
 OP0559  HISTORY     - Date     Condition        Report By
 OP0559  HISTORY     - 1934     MONUMENTED       CGS
 OP0559  HISTORY     - 19890601 GOOD             NGS
 OP0559  HISTORY     - 19960820 GOOD             IADT
 OP0559  HISTORY     - 19961204 GOOD             MNDT
 OP0559  HISTORY     - 19981117 GOOD             MNDT
 OP0559  HISTORY     - 20030205 GOOD             IADT
 OP0559  HISTORY     - 20040328 GOOD             JCLS
 OP0559  HISTORY     - 20041006 GOOD             MNDT
 OP0559  HISTORY     - 20051115 GOOD             MNDT
 OP0559
 OP0559                          STATION DESCRIPTION
 OP0559
 OP0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0559'1 MI N FROM ASHTON.
 OP0559'1 MILE NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 OP0559'RAILWAY FROM THE STATION AT ASHTON, OSCEOLA COUNTY, 88 YARDS SOUTH OF
 OP0559'WOODEN TRESTLE 714, 45 FEET EAST OF THE EAST RAIL, AND 2.7 FEET WEST
 OP0559'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 16 1934 AND SET
 OP0559'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 OP0559
 OP0559                          STATION RECOVERY (1989)
 OP0559
 OP0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OP0559'THE STATION IS LOCATED 1.6 KM (1.00 MI) NORTH-NORTHWEST OF ASHTON, IN
 OP0559'A WIDE GRASSY STRIP BETWEEN THE HIGHWAY AND RAILROAD TRACKS.
 OP0559'OWNERSHIP--CHICAGO AND NORTHWESTERN RAILROAD, 229 NORTH 3RD STREET,
 OP0559'LAURENS, IA 50554, PHONE 845-845-4582.
 OP0559'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60 AND COUNTY
 OP0559'ROAD A 46, JUST NORTH OF ASHTON, GO NORTHEAST ON HIGHWAY 60 FOR 1.0 KM
 OP0559'(0.60 MI) TO THE STATION ON THE LEFT.
 OP0559'THE STATION IS A STANDARD CGS BENCHMARK DISK PROJECTING 6 INCHES ABOVE
 OP0559'THE GROUND.  LOCATED ABOUT 75.0 M (246.1 FT) SOUTH-SOUTHEAST OF A
 OP0559'SMALL RAILROAD TRESTLE, 30.6 M (100.4 FT) WEST OF THE CENTER OF THE
 OP0559'HIGHWAY, 25.9 M (85.0 FT) EAST-NORTHEAST OF A UTILITY POLE, 13.7 M
 OP0559'(44.9 FT) EAST-SOUTHEAST OF THE EAST RAIL OF THE TRACKS AND 0.3 M
 OP0559'(1.0 FT) SOUTHEAST OF A METAL WITNESS POST.
 OP0559'DESCRIBED BY M. L. MCCREADY.
 OP0559
 OP0559                          STATION RECOVERY (1996)
 OP0559
 OP0559'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 OP0559'RECOVERED AS DESCRIBED BY IOWA DOT.  THE STATION IS LOCATED NEAR THE
 OP0559'EAST 1/4 CORNER OF SECTION 10, T 98 N, R 42 W, ON THE WEST SIDE OF
 OP0559'STATE HWY 60 AND EAST OF THE RAIROAD.  NEW OWNERSHIP--UNION PACIFIC
 OP0559'RAILROAD, UNION PACIFIC BLDG., 1416 DODGE STREET, OMAHA, NE 68179.
 OP0559'PHONE-- (402) 271-5000.  THE 1989 TO-REACH DESCRIPTION IS ADEQUATE FOR
 OP0559'RECOVERY.  A PINK STATE HARN SURVEY SIGN WAS SET 0.7 M (2.3 FT) WEST
 OP0559'OF THE MONUMENT.
 OP0559
 OP0559                          STATION RECOVERY (1996)
 OP0559
 OP0559'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0559'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK
 OP0559'PROJECTS 7 IN, MAGNETIC AND SUITABLE FOR GPS.
 OP0559
 OP0559                          STATION RECOVERY (1998)
 OP0559
 OP0559'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 OP0559'RECOVERED AS DESCRIBED, AT TH 60 MILEPOST 42.7.
 OP0559
 OP0559                          STATION RECOVERY (2003)
 OP0559
 OP0559'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (JFA)
 OP0559'RECOVERED AS DESCRIBED.
 OP0559'
 OP0559
 OP0559                          STATION RECOVERY (2004)
 OP0559
 OP0559'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OP0559'RECOVERED IN GOOD CONDITION.
 OP0559
 OP0559                          STATION RECOVERY (2004)
 OP0559
 OP0559'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OP0559'20 MILES SOUTHWEST OF WORTHINGTON ON TRUNK HIGHWAY 60, 1.0 MILES
 OP0559'NORTH-NORTHWEST OF ASHTON IOWA, 0.60 MILES NORTHEAST ON TRUNK HIGHWAY
 OP0559'60 FROM JUNCTION OF OSCEOLA COUNTY ROAD A46 AND TRUNK HIGHWAY 60, AT
 OP0559'TRUNK HIGHWAY 60 MILEPOINT 42.7, 246 FEET SOUTH-SOUTHEAST OF TRESTLE,
 OP0559'100.4 FEET WEST OF TRUNK HIGHWAY 60, 85 FEET EAST-NORTHEAST OF UTILITY
 OP0559'POLE, 44.9 FEET EAST-SOUTHEAST OF EAST RAIL, 1.0 FEET SOUTHEAST OF
 OP0559'WITNESS POST
 OP0559
 OP0559                          STATION RECOVERY (2005)
 OP0559
 OP0559'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 OP0559'20 MILES SOUTHWEST OF WORTHINGTON ON TRUNK HIGHWAY 60, 1.0 MILES
 OP0559'NORTH-NORTHWEST OF ASHTON IOWA, 0.60 MILES NORTHEAST ON TRUNK HIGHWAY
 OP0559'60 FROM JUNCTION OF OSCEOLA COUNTY ROAD A46 AND TRUNK HIGHWAY 60, AT
 OP0559'TRUNK HIGHWAY 60 MILEPOINT 42.7, 246 FEET SOUTH-SOUTHEAST OF RAILROAD
 OP0559'TRESTLE, 500 FEET WEST OF TRUNK HIGHWAY 60, 44.9 FEET EAST-SOUTHEAST
 OP0559'OF EAST RAIL, 1.0 FEET SOUTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0451 ***********************************************************************
 NL0451  DESIGNATION -  U 160
 NL0451  PID         -  NL0451
 NL0451  STATE/COUNTY-  IA/MONONA
 NL0451  USGS QUAD   -  CASTANA (1982)
 NL0451
 NL0451                         *CURRENT SURVEY CONTROL
 NL0451  ___________________________________________________________________
 NL0451* NAD 83(1986)-  42 06 27.     (N)    095 59 47.     (W)     SCALED    
 NL0451* NAVD 88     -       323.252  (meters)    1060.54   (feet)  ADJUSTED  
 NL0451  ___________________________________________________________________
 NL0451  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 NL0451  DYNAMIC HT  -         323.133 (meters)    1060.15  (feet)  COMP
 NL0451  MODELED GRAV-     980,244.6   (mgal)                       NAVD 88
 NL0451
 NL0451  VERT ORDER  -  SECOND    CLASS 0
 NL0451
 NL0451.The horizontal coordinates were scaled from a topographic map and have
 NL0451.an estimated accuracy of +/- 6 seconds.
 NL0451
 NL0451.The orthometric height was determined by differential leveling
 NL0451.and adjusted by the National Geodetic Survey in June 1991..
 NL0451
 NL0451.The geoid height was determined by GEOID03.
 NL0451
 NL0451.The dynamic height is computed by dividing the NAVD 88
 NL0451.geopotential number by the normal gravity value computed on the
 NL0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0451.degrees latitude (g = 980.6199 gals.).
 NL0451
 NL0451.The modeled gravity was interpolated from observed gravity values.
 NL0451
 NL0451;                    North         East    Units  Estimated Accuracy
 NL0451;SPC IA N     - 1,070,530.    1,293,550.      MT  (+/- 180 meters Scaled)
 NL0451
 NL0451                          SUPERSEDED SURVEY CONTROL
 NL0451
 NL0451  NGVD 29 (??/??/92)  323.105  (m)         1060.05   (f) ADJ UNCH    2 0
 NL0451
 NL0451.Superseded values are not recommended for survey control.
 NL0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0451.See file dsdata.txt to determine how the superseded data were derived.
 NL0451
 NL0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG522660(NAD 83)
 NL0451_MARKER: DB = BENCH MARK DISK
 NL0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0451_SP_SET: BRIDGE
 NL0451_STAMPING: U 160 1949
 NL0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0451
 NL0451  HISTORY     - Date     Condition        Report By
 NL0451  HISTORY     - 1949     MONUMENTED       CGS
 NL0451  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 NL0451
 NL0451                          STATION DESCRIPTION
 NL0451
 NL0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0451'5.1 MI S FROM TICONIC.
 NL0451'5.1 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE METHODIST
 NL0451'CHURCH AT TICONIC, SET IN THE NORTH BASE OF AN ABANDONED RAILROAD
 NL0451'BRIDGE ABUTMENT, 80 FEET NORTHWEST OF THE CENTER LINE OF THE
 NL0451'ROAD, 68 FEET WEST OF THE NORTHWEST CORNER OF A STEEL BRIDGE
 NL0451'OVER THE UPPER SIOUX DITCH, 1.2 FEET WEST OF THE EAST END OF
 NL0451'THE STONE ABUTMENT.  NOTE-- THIS BENCH MARK IS 0.35 MILE SOUTH
 NL0451'AND 0.6 MILE EAST OF BENCH MARK D 155.
 NL0451
 NL0451                          STATION RECOVERY (1982)
 NL0451
 NL0451'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 NL0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0415 ***********************************************************************
 MH0415  DESIGNATION -  U 161
 MH0415  PID         -  MH0415
 MH0415  STATE/COUNTY-  IA/DALLAS
 MH0415  USGS QUAD   -  WAUKEE (1976)
 MH0415
 MH0415                         *CURRENT SURVEY CONTROL
 MH0415  ___________________________________________________________________
 MH0415* NAD 83(1986)-  41 32 06.     (N)    093 59 48.     (W)     SCALED    
 MH0415* NAVD 88     -       295.560  (meters)     969.68   (feet)  ADJUSTED  
 MH0415  ___________________________________________________________________
 MH0415  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 MH0415  DYNAMIC HT  -         295.429 (meters)     969.25  (feet)  COMP
 MH0415  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 MH0415
 MH0415  VERT ORDER  -  FIRST     CLASS II
 MH0415
 MH0415.The horizontal coordinates were scaled from a topographic map and have
 MH0415.an estimated accuracy of +/- 6 seconds.
 MH0415
 MH0415.The orthometric height was determined by differential leveling
 MH0415.and adjusted by the National Geodetic Survey in June 1991..
 MH0415
 MH0415.The geoid height was determined by GEOID03.
 MH0415
 MH0415.The dynamic height is computed by dividing the NAVD 88
 MH0415.geopotential number by the normal gravity value computed on the
 MH0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0415.degrees latitude (g = 980.6199 gals.).
 MH0415
 MH0415.The modeled gravity was interpolated from observed gravity values.
 MH0415
 MH0415;                    North         East    Units  Estimated Accuracy
 MH0415;SPC IA S     -   170,580.      458,550.      MT  (+/- 180 meters Scaled)
 MH0415
 MH0415                          SUPERSEDED SURVEY CONTROL
 MH0415
 MH0415  NGVD 29 (??/??/92)  295.500  (m)          969.49   (f) ADJ UNCH    1 2
 MH0415
 MH0415.Superseded values are not recommended for survey control.
 MH0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0415.See file dsdata.txt to determine how the superseded data were derived.
 MH0415
 MH0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF168986(NAD 83)
 MH0415_MARKER: DB = BENCH MARK DISK
 MH0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0415_STAMPING: U 161 1950
 MH0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0415+STABILITY: SURFACE MOTION
 MH0415
 MH0415  HISTORY     - Date     Condition        Report By
 MH0415  HISTORY     - 1950     MONUMENTED       CGS
 MH0415
 MH0415                          STATION DESCRIPTION
 MH0415
 MH0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0415'0.6 MI E FROM DE SOTO.
 MH0415'0.65 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT DE SOTO,
 MH0415'AT THE EAST END OF A CURVE IN THE ROAD, 110 FEET SOUTHEAST OF A
 MH0415'FARMHOUSE, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 23 FEET
 MH0415'NORTHEAST OF THE NORTHWEST CORNER OF A FRAME BUILDING, 21 FEET
 MH0415'NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING, 18 FEET EAST
 MH0415'OF THE CENTER OF A GATE, 4.5 FEET SOUTHWEST OF A POWER POLE,
 MH0415'1.3 FEET NORTH OF A FENCE, 2.6 FEET EAST OF A WITNESS POST,
 MH0415'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MH0415'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0416 ***********************************************************************
 MJ0416  DESIGNATION -  U 162
 MJ0416  PID         -  MJ0416
 MJ0416  STATE/COUNTY-  IA/CASS
 MJ0416  USGS QUAD   -  ATLANTIC (1971)
 MJ0416
 MJ0416                         *CURRENT SURVEY CONTROL
 MJ0416  ___________________________________________________________________
 MJ0416* NAD 83(1986)-  41 25 30.     (N)    095 04 19.     (W)     SCALED    
 MJ0416* NAVD 88     -       401.330  (meters)    1316.70   (feet)  ADJUSTED  
 MJ0416  ___________________________________________________________________
 MJ0416  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 MJ0416  DYNAMIC HT  -         401.182 (meters)    1316.21  (feet)  COMP
 MJ0416  MODELED GRAV-     980,241.4   (mgal)                       NAVD 88
 MJ0416
 MJ0416  VERT ORDER  -  FIRST     CLASS II
 MJ0416
 MJ0416.The horizontal coordinates were scaled from a topographic map and have
 MJ0416.an estimated accuracy of +/- 6 seconds.
 MJ0416
 MJ0416.The orthometric height was determined by differential leveling
 MJ0416.and adjusted by the National Geodetic Survey in June 1991..
 MJ0416
 MJ0416.The geoid height was determined by GEOID03.
 MJ0416
 MJ0416.The dynamic height is computed by dividing the NAVD 88
 MJ0416.geopotential number by the normal gravity value computed on the
 MJ0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0416.degrees latitude (g = 980.6199 gals.).
 MJ0416
 MJ0416.The modeled gravity was interpolated from observed gravity values.
 MJ0416
 MJ0416;                    North         East    Units  Estimated Accuracy
 MJ0416;SPC IA S     -   159,430.      368,610.      MT  (+/- 180 meters Scaled)
 MJ0416
 MJ0416                          SUPERSEDED SURVEY CONTROL
 MJ0416
 MJ0416  NGVD 29 (??/??/92)  401.266  (m)         1316.49   (f) ADJ UNCH    1 2
 MJ0416
 MJ0416.Superseded values are not recommended for survey control.
 MJ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0416.See file dsdata.txt to determine how the superseded data were derived.
 MJ0416
 MJ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF268880(NAD 83)
 MJ0416_MARKER: DB = BENCH MARK DISK
 MJ0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0416_STAMPING: T 162 1950
 MJ0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0416+STABILITY: SURFACE MOTION
 MJ0416
 MJ0416  HISTORY     - Date     Condition        Report By
 MJ0416  HISTORY     - 1950     MONUMENTED       CGS
 MJ0416
 MJ0416                          STATION DESCRIPTION
 MJ0416
 MJ0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0416'2.2 MI SE FROM MARNE.
 MJ0416'0.1 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO, ROCK
 MJ0416'ISLAND AND PACIFIC RAILROAD STATION AT MARNE, THENCE 2.9 MILES
 MJ0416'SOUTHEAST ALONG STATE HIGHWAY 83, AT A PRIVATE AIRPLANE HANGAR,
 MJ0416'35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET NORTHEAST
 MJ0416'OF THE MOST WESTERLY CORNER OF THE HANGAR, 12.5 FEET SOUTH OF A
 MJ0416'POWER POLE, 2.1 FEET SOUTHWEST OF A FENCE CORNER, 1.8 FEET WEST
 MJ0416'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0416'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0172 ***********************************************************************
 MJ0172  DESIGNATION -  U 163
 MJ0172  PID         -  MJ0172
 MJ0172  STATE/COUNTY-  IA/CASS
 MJ0172  USGS QUAD   -  ANITA (1971)
 MJ0172
 MJ0172                         *CURRENT SURVEY CONTROL
 MJ0172  ___________________________________________________________________
 MJ0172* NAD 83(1986)-  41 26 40.     (N)    094 45 58.     (W)     SCALED    
 MJ0172* NAVD 88     -       386.653  (meters)    1268.54   (feet)  ADJUSTED  
 MJ0172  ___________________________________________________________________
 MJ0172  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 MJ0172  DYNAMIC HT  -         386.510 (meters)    1268.07  (feet)  COMP
 MJ0172  MODELED GRAV-     980,240.4   (mgal)                       NAVD 88
 MJ0172
 MJ0172  VERT ORDER  -  FIRST     CLASS II
 MJ0172
 MJ0172.The horizontal coordinates were scaled from a topographic map and have
 MJ0172.an estimated accuracy of +/- 6 seconds.
 MJ0172
 MJ0172.The orthometric height was determined by differential leveling
 MJ0172.and adjusted by the National Geodetic Survey in June 1991..
 MJ0172
 MJ0172.The geoid height was determined by GEOID03.
 MJ0172
 MJ0172.The dynamic height is computed by dividing the NAVD 88
 MJ0172.geopotential number by the normal gravity value computed on the
 MJ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0172.degrees latitude (g = 980.6199 gals.).
 MJ0172
 MJ0172.The modeled gravity was interpolated from observed gravity values.
 MJ0172
 MJ0172;                    North         East    Units  Estimated Accuracy
 MJ0172;SPC IA S     -   161,180.      394,200.      MT  (+/- 180 meters Scaled)
 MJ0172
 MJ0172                          SUPERSEDED SURVEY CONTROL
 MJ0172
 MJ0172  NGVD 29 (??/??/92)  386.601  (m)         1268.37   (f) ADJ UNCH    1 2
 MJ0172
 MJ0172.Superseded values are not recommended for survey control.
 MJ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0172.See file dsdata.txt to determine how the superseded data were derived.
 MJ0172
 MJ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF524896(NAD 83)
 MJ0172_MARKER: DB = BENCH MARK DISK
 MJ0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0172_SP_SET: CONCRETE BASE
 MJ0172_STAMPING: U 163 1950
 MJ0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0172
 MJ0172  HISTORY     - Date     Condition        Report By
 MJ0172  HISTORY     - 1950     MONUMENTED       CGS
 MJ0172
 MJ0172                          STATION DESCRIPTION
 MJ0172
 MJ0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0172'AT ANITA.
 MJ0172'AT ANITA, AT THE INTERSECTION OF U.S. HIGHWAY 6 AND WALNUT STREET,
 MJ0172'AT THE EAST CORNER OF THE CITY PARK, 23 FEET SOUTHWEST OF THE
 MJ0172'SOUTHWEST CURB OF WALNUT STREET, 15.6 FEET NORTHWEST OF THE NORTHWEST
 MJ0172'CURB OF THE HIGHWAY, 1.5 FEET ABOVE THE GROUND, SET IN THE TOP
 MJ0172'OF THE WEST CORNER OF A CONCRETE FLAGPOLE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0541 ***********************************************************************
 OP0541  DESIGNATION -  U 17
 OP0541  PID         -  OP0541
 OP0541  STATE/COUNTY-  IA/O BRIEN
 OP0541  USGS QUAD   -  PLESSIS (1964)
 OP0541
 OP0541                         *CURRENT SURVEY CONTROL
 OP0541  ___________________________________________________________________
 OP0541* NAD 83(1986)-  43 10 49.     (N)    095 30 22.     (W)     SCALED    
 OP0541* NAVD 88     -       446.813  (meters)    1465.92   (feet)  ADJUSTED  
 OP0541  ___________________________________________________________________
 OP0541  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 OP0541  DYNAMIC HT  -         446.674 (meters)    1465.46  (feet)  COMP
 OP0541  MODELED GRAV-     980,297.2   (mgal)                       NAVD 88
 OP0541
 OP0541  VERT ORDER  -  SECOND    CLASS 0
 OP0541
 OP0541.The horizontal coordinates were scaled from a topographic map and have
 OP0541.an estimated accuracy of +/- 6 seconds.
 OP0541
 OP0541.The orthometric height was determined by differential leveling
 OP0541.and adjusted by the National Geodetic Survey in June 1991..
 OP0541
 OP0541.The geoid height was determined by GEOID03.
 OP0541
 OP0541.The dynamic height is computed by dividing the NAVD 88
 OP0541.geopotential number by the normal gravity value computed on the
 OP0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0541.degrees latitude (g = 980.6199 gals.).
 OP0541
 OP0541.The modeled gravity was interpolated from observed gravity values.
 OP0541
 OP0541;                    North         East    Units  Estimated Accuracy
 OP0541;SPC IA N     - 1,188,580.    1,336,920.      MT  (+/- 180 meters Scaled)
 OP0541
 OP0541                          SUPERSEDED SURVEY CONTROL
 OP0541
 OP0541  NGVD 29 (??/??/92)  446.631  (m)         1465.32   (f) ADJ UNCH    2 0
 OP0541
 OP0541.Superseded values are not recommended for survey control.
 OP0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0541.See file dsdata.txt to determine how the superseded data were derived.
 OP0541
 OP0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH963838(NAD 83)
 OP0541_MARKER: DB = BENCH MARK DISK
 OP0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0541_STAMPING: U 17 1934
 OP0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0541+STABILITY: SURFACE MOTION
 OP0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0541+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 OP0541
 OP0541  HISTORY     - Date     Condition        Report By
 OP0541  HISTORY     - 1934     MONUMENTED       CGS
 OP0541  HISTORY     - 20060807 GOOD             INDIV
 OP0541
 OP0541                          STATION DESCRIPTION
 OP0541
 OP0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0541'1.5 MI W FROM HARTLEY.
 OP0541'1.5 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0541'RAILROAD FROM THE STATION AT HARTLEY, OBRIEN COUNTY, 70 YARDS
 OP0541'NORTHWEST OF A SECTION-ROAD CROSSING, 52 YARDS WEST OF A RIGHT-OF-WAY
 OP0541'FENCE CORNER, 45.9 FEET NORTH OF THE NORTH RAIL, AND 1.2 FEET SOUTH OF
 OP0541'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 17 1934 AND SET IN
 OP0541'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OP0541
 OP0541                          STATION RECOVERY (2006)
 OP0541
 OP0541'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JHC)
 OP0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0129 ***********************************************************************
 NJ0129  DESIGNATION -  U 175
 NJ0129  PID         -  NJ0129
 NJ0129  STATE/COUNTY-  IA/JACKSON
 NJ0129  USGS QUAD   -  BELLEVUE (1968)
 NJ0129
 NJ0129                         *CURRENT SURVEY CONTROL
 NJ0129  ___________________________________________________________________
 NJ0129* NAD 83(1986)-  42 15 01.     (N)    090 25 07.     (W)     SCALED    
 NJ0129* NAVD 88     -       191.557  (meters)     628.47   (feet)  ADJUSTED  
 NJ0129  ___________________________________________________________________
 NJ0129  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 NJ0129  DYNAMIC HT  -         191.496 (meters)     628.27  (feet)  COMP
 NJ0129  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 NJ0129
 NJ0129  VERT ORDER  -  FIRST     CLASS I
 NJ0129
 NJ0129.The horizontal coordinates were scaled from a topographic map and have
 NJ0129.an estimated accuracy of +/- 6 seconds.
 NJ0129
 NJ0129.The orthometric height was determined by differential leveling
 NJ0129.and adjusted by the National Geodetic Survey in June 1991..
 NJ0129
 NJ0129.The geoid height was determined by GEOID03.
 NJ0129
 NJ0129.The dynamic height is computed by dividing the NAVD 88
 NJ0129.geopotential number by the normal gravity value computed on the
 NJ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0129.degrees latitude (g = 980.6199 gals.).
 NJ0129
 NJ0129.The modeled gravity was interpolated from observed gravity values.
 NJ0129
 NJ0129;                    North         East    Units  Estimated Accuracy
 NJ0129;SPC IA N     - 1,087,970.    1,754,230.      MT  (+/- 180 meters Scaled)
 NJ0129
 NJ0129                          SUPERSEDED SURVEY CONTROL
 NJ0129
 NJ0129  NGVD 29 (??/??/92)  191.598  (m)          628.60   (f) ADJ UNCH    1 1
 NJ0129
 NJ0129.Superseded values are not recommended for survey control.
 NJ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0129.See file dsdata.txt to determine how the superseded data were derived.
 NJ0129
 NJ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG129807(NAD 83)
 NJ0129_MARKER: DB = BENCH MARK DISK
 NJ0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0129_SP_SET: ABUTMENT
 NJ0129_STAMPING: U 175 1970
 NJ0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0129
 NJ0129  HISTORY     - Date     Condition        Report By
 NJ0129  HISTORY     - 1970     MONUMENTED       NGS
 NJ0129  HISTORY     - 1988     GOOD             USPSQD
 NJ0129  HISTORY     - 19940826 GOOD             USPSQD
 NJ0129  HISTORY     - 20010331 GOOD             NGS
 NJ0129
 NJ0129                          STATION DESCRIPTION
 NJ0129
 NJ0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0129'0.5 MI S FROM BELLEVUE.
 NJ0129'ABOUT 0.5 MILE SOUTH ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0129'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, 16.5
 NJ0129'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 NJ0129'OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE HIGHWAY
 NJ0129'OVERPASS FOR THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NJ0129'RAILROAD, 1.2 FEET WEST OF THE EAST GUARD RAIL ON THE BRIDGE,
 NJ0129'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 12,
 NJ0129'T86N, R5E.
 NJ0129
 NJ0129                          STATION RECOVERY (1988)
 NJ0129
 NJ0129'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0129'RECOVERED IN GOOD CONDITION.
 NJ0129
 NJ0129                          STATION RECOVERY (1994)
 NJ0129
 NJ0129'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0129'RECOVERED IN GOOD CONDITION.
 NJ0129
 NJ0129                          STATION RECOVERY (2001)
 NJ0129
 NJ0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0129'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0279 ***********************************************************************
 NJ0279  DESIGNATION -  U 176
 NJ0279  PID         -  NJ0279
 NJ0279  STATE/COUNTY-  IA/DUBUQUE
 NJ0279  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0279
 NJ0279                         *CURRENT SURVEY CONTROL
 NJ0279  ___________________________________________________________________
 NJ0279* NAD 83(1986)-  42 27 59.     (N)    090 40 29.     (W)     SCALED    
 NJ0279* NAVD 88     -       195.365  (meters)     640.96   (feet)  ADJUSTED  
 NJ0279  ___________________________________________________________________
 NJ0279  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 NJ0279  DYNAMIC HT  -         195.304 (meters)     640.76  (feet)  COMP
 NJ0279  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 NJ0279
 NJ0279  VERT ORDER  -  FIRST     CLASS I
 NJ0279
 NJ0279.The horizontal coordinates were scaled from a topographic map and have
 NJ0279.an estimated accuracy of +/- 6 seconds.
 NJ0279
 NJ0279.The orthometric height was determined by differential leveling
 NJ0279.and adjusted by the National Geodetic Survey in June 1991..
 NJ0279
 NJ0279.The geoid height was determined by GEOID03.
 NJ0279
 NJ0279.The dynamic height is computed by dividing the NAVD 88
 NJ0279.geopotential number by the normal gravity value computed on the
 NJ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0279.degrees latitude (g = 980.6199 gals.).
 NJ0279
 NJ0279.The modeled gravity was interpolated from observed gravity values.
 NJ0279
 NJ0279;                    North         East    Units  Estimated Accuracy
 NJ0279;SPC IA N     - 1,111,230.    1,732,310.      MT  (+/- 180 meters Scaled)
 NJ0279
 NJ0279                          SUPERSEDED SURVEY CONTROL
 NJ0279
 NJ0279  NGVD 29 (??/??/92)  195.416  (m)          641.13   (f) ADJ UNCH    1 1
 NJ0279
 NJ0279.Superseded values are not recommended for survey control.
 NJ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0279.See file dsdata.txt to determine how the superseded data were derived.
 NJ0279
 NJ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH911041(NAD 83)
 NJ0279_MARKER: DB = BENCH MARK DISK
 NJ0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0279_SP_SET: ABUTMENT
 NJ0279_STAMPING: U 176 1970
 NJ0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0279
 NJ0279  HISTORY     - Date     Condition        Report By
 NJ0279  HISTORY     - 1970     MONUMENTED       NGS
 NJ0279  HISTORY     - 20030727 MARK NOT FOUND   USPSQD
 NJ0279
 NJ0279                          STATION DESCRIPTION
 NJ0279
 NJ0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0279'2.2 MI S FROM DUBUQUE.
 NJ0279'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0279'AT DUBUQUE, THENCE 1.75 MILES SOUTH ALONG U.S. HIGHWAYS 52,
 NJ0279'61 AND 151, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 NJ0279'SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT
 NJ0279'OF A HIGHWAY OVERPASS FOR CATFISH CREEK, A GRAVELED ROAD,
 NJ0279'AND THE ILLINOIS CENTRAL RAILROAD, 3.0 FEET NORTH OF THE
 NJ0279'METAL POST AT THE NORTH END OF THE EAST GUARDRAIL ON THE
 NJ0279'OVERPASS, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 NJ0279'SECTION 1, T 88N, R 2E.
 NJ0279
 NJ0279                          STATION RECOVERY (2003)
 NJ0279
 NJ0279'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0279'NOT FOUND.  THE CONCRETE IS CHIPPED AWAY AND THE MONUMENT HAS BEEN
 NJ0279'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0361 ***********************************************************************
 NJ0361  DESIGNATION -  U 177
 NJ0361  PID         -  NJ0361
 NJ0361  STATE/COUNTY-  IA/DUBUQUE
 NJ0361  USGS QUAD   -  SHERRILL (1972)
 NJ0361
 NJ0361                         *CURRENT SURVEY CONTROL
 NJ0361  ___________________________________________________________________
 NJ0361* NAD 83(1986)-  42 34 39.     (N)    090 50 15.     (W)     SCALED    
 NJ0361* NAVD 88     -       258.398  (meters)     847.76   (feet)  ADJUSTED  
 NJ0361  ___________________________________________________________________
 NJ0361  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 NJ0361  DYNAMIC HT  -         258.319 (meters)     847.50  (feet)  COMP
 NJ0361  MODELED GRAV-     980,308.2   (mgal)                       NAVD 88
 NJ0361
 NJ0361  VERT ORDER  -  FIRST     CLASS I
 NJ0361
 NJ0361.The horizontal coordinates were scaled from a topographic map and have
 NJ0361.an estimated accuracy of +/- 6 seconds.
 NJ0361
 NJ0361.The orthometric height was determined by differential leveling
 NJ0361.and adjusted by the National Geodetic Survey in June 1991..
 NJ0361
 NJ0361.The geoid height was determined by GEOID03.
 NJ0361
 NJ0361.The dynamic height is computed by dividing the NAVD 88
 NJ0361.geopotential number by the normal gravity value computed on the
 NJ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0361.degrees latitude (g = 980.6199 gals.).
 NJ0361
 NJ0361.The modeled gravity was interpolated from observed gravity values.
 NJ0361
 NJ0361;                    North         East    Units  Estimated Accuracy
 NJ0361;SPC IA N     - 1,123,130.    1,718,540.      MT  (+/- 180 meters Scaled)
 NJ0361
 NJ0361                          SUPERSEDED SURVEY CONTROL
 NJ0361
 NJ0361  NGVD 29 (??/??/92)  258.439  (m)          847.90   (f) ADJ UNCH    1 1
 NJ0361
 NJ0361.Superseded values are not recommended for survey control.
 NJ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0361.See file dsdata.txt to determine how the superseded data were derived.
 NJ0361
 NJ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH774161(NAD 83)
 NJ0361_MARKER: DB = BENCH MARK DISK
 NJ0361_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0361_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0361_STAMPING: U 177 1970
 NJ0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0361
 NJ0361  HISTORY     - Date     Condition        Report By
 NJ0361  HISTORY     - 1970     MONUMENTED       NGS
 NJ0361  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0361
 NJ0361                          STATION DESCRIPTION
 NJ0361
 NJ0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0361'7.4 MI W FROM SAGEVILLE.
 NJ0361'ABOUT 7.4 MILES WEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0361'FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE,
 NJ0361'0.15 MILE WEST OF A BRICK HOUSE ON THE NORTH SIDE OF THE HIGHWAY,
 NJ0361'132 FEET NORTH AND ACROSS THE HIGHWAY FROM A 2-STORY FRAME HOUSE,
 NJ0361'33 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 59 FEET WEST OF
 NJ0361'A TELEPHONE POLE, 0.6 FOOT SOUTH OF A FENCE, 1.3 FEET WEST OF A
 NJ0361'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND BRAZED ON
 NJ0361'THE TOP OF A 3-INCH IRON PIPE LEVEL WITH THE GROUND.  SECTION 27,
 NJ0361'T90N, R1E.
 NJ0361
 NJ0361                          STATION RECOVERY (2001)
 NJ0361
 NJ0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0361'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0250 ***********************************************************************
 NJ0250  DESIGNATION -  U 178
 NJ0250  PID         -  NJ0250
 NJ0250  STATE/COUNTY-  IA/DUBUQUE
 NJ0250  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0250
 NJ0250                         *CURRENT SURVEY CONTROL
 NJ0250  ___________________________________________________________________
 NJ0250* NAD 83(1986)-  42 27 11.     (N)    090 40 46.     (W)     SCALED    
 NJ0250* NAVD 88     -       247.035  (meters)     810.48   (feet)  ADJUSTED  
 NJ0250  ___________________________________________________________________
 NJ0250  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 NJ0250  DYNAMIC HT  -         246.957 (meters)     810.22  (feet)  COMP
 NJ0250  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 NJ0250
 NJ0250  VERT ORDER  -  FIRST     CLASS I
 NJ0250
 NJ0250.The horizontal coordinates were scaled from a topographic map and have
 NJ0250.an estimated accuracy of +/- 6 seconds.
 NJ0250
 NJ0250.The orthometric height was determined by differential leveling
 NJ0250.and adjusted by the National Geodetic Survey in June 1991..
 NJ0250
 NJ0250.The geoid height was determined by GEOID03.
 NJ0250
 NJ0250.The dynamic height is computed by dividing the NAVD 88
 NJ0250.geopotential number by the normal gravity value computed on the
 NJ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0250.degrees latitude (g = 980.6199 gals.).
 NJ0250
 NJ0250.The modeled gravity was interpolated from observed gravity values.
 NJ0250
 NJ0250;                    North         East    Units  Estimated Accuracy
 NJ0250;SPC IA N     - 1,109,730.    1,731,970.      MT  (+/- 180 meters Scaled)
 NJ0250
 NJ0250                          SUPERSEDED SURVEY CONTROL
 NJ0250
 NJ0250  NGVD 29 (??/??/92)  247.084  (m)          810.64   (f) ADJ UNCH    1 1
 NJ0250
 NJ0250.Superseded values are not recommended for survey control.
 NJ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0250.See file dsdata.txt to determine how the superseded data were derived.
 NJ0250
 NJ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH908026(NAD 83)
 NJ0250_MARKER: DB = BENCH MARK DISK
 NJ0250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0250_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0250_STAMPING: U 178 1970
 NJ0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0250
 NJ0250  HISTORY     - Date     Condition        Report By
 NJ0250  HISTORY     - 1970     MONUMENTED       NGS
 NJ0250
 NJ0250                          STATION DESCRIPTION
 NJ0250
 NJ0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0250'3.4 MI S FROM DUBUQUE.
 NJ0250'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0250'AT DUBUQUE, THENCE 2.4 MILES SOUTH ALONG U.S. HIGHWAYS 52, 61
 NJ0250'AND 151, THENCE 0.55 MILE SOUTH ALONG U.S. HIGHWAYS 61 AND 151,
 NJ0250'0.1 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAYS 61 AND 151,
 NJ0250'60 1/2 FEET SOUTHWEST OF THE WEST CORNER OF A BRICK HOUSE, 49
 NJ0250'FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND TRAFFIC LANE
 NJ0250'OF THE HIGHWAY, 30 1/2 FEET NORTHEAST OF THE CENTER LINE OF A
 NJ0250'TRAIL ROAD, 23.4 FEET SOUTHWEST OF AN AMERICAN OIL CAMPANY GAS
 NJ0250'LINE MARKER, 14 FEET NORTHEAST OF A METAL CORNER FENCE POST,
 NJ0250'9.3 FEET SOUTHWEST OF A POWER POLE WHICH IS BRACED BY 2 GUY
 NJ0250'WIRES, 1.0 FEET NORTHWEST OF A CHAIN LINK FENCE, 0.8 FOOT
 NJ0250'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 NJ0250'LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON
 NJ0250'PIPE PROJECTING 2 INCHES.  SECTION 12, T 88N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0451 ***********************************************************************
 NJ0451  DESIGNATION -  U 179
 NJ0451  PID         -  NJ0451
 NJ0451  STATE/COUNTY-  IA/CLAYTON
 NJ0451  USGS QUAD   -  GUTTENBERG (1978)
 NJ0451
 NJ0451                         *CURRENT SURVEY CONTROL
 NJ0451  ___________________________________________________________________
 NJ0451* NAD 83(1986)-  42 47 08.     (N)    091 05 48.     (W)     SCALED    
 NJ0451* NAVD 88     -       190.006  (meters)     623.38   (feet)  ADJUSTED  
 NJ0451  ___________________________________________________________________
 NJ0451  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NJ0451  DYNAMIC HT  -         189.955 (meters)     623.21  (feet)  COMP
 NJ0451  MODELED GRAV-     980,346.2   (mgal)                       NAVD 88
 NJ0451
 NJ0451  VERT ORDER  -  FIRST     CLASS I
 NJ0451
 NJ0451.The horizontal coordinates were scaled from a topographic map and have
 NJ0451.an estimated accuracy of +/- 6 seconds.
 NJ0451
 NJ0451.The orthometric height was determined by differential leveling
 NJ0451.and adjusted by the National Geodetic Survey in June 1991..
 NJ0451
 NJ0451.The geoid height was determined by GEOID03.
 NJ0451
 NJ0451.The dynamic height is computed by dividing the NAVD 88
 NJ0451.geopotential number by the normal gravity value computed on the
 NJ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0451.degrees latitude (g = 980.6199 gals.).
 NJ0451
 NJ0451.The modeled gravity was interpolated from observed gravity values.
 NJ0451
 NJ0451;                    North         East    Units  Estimated Accuracy
 NJ0451;SPC IA N     - 1,145,590.    1,696,610.      MT  (+/- 180 meters Scaled)
 NJ0451
 NJ0451                          SUPERSEDED SURVEY CONTROL
 NJ0451
 NJ0451  NGVD 29 (??/??/92)  190.053  (m)          623.53   (f) ADJ UNCH    1 1
 NJ0451
 NJ0451.Superseded values are not recommended for survey control.
 NJ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0451.See file dsdata.txt to determine how the superseded data were derived.
 NJ0451
 NJ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH556387(NAD 83)
 NJ0451_MARKER: DB = BENCH MARK DISK
 NJ0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0451_SP_SET: LOCK WALL
 NJ0451_STAMPING: U 179 1970
 NJ0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0451
 NJ0451  HISTORY     - Date     Condition        Report By
 NJ0451  HISTORY     - 1970     MONUMENTED       NGS
 NJ0451  HISTORY     - 19950503 GOOD             USPSQD
 NJ0451
 NJ0451                          STATION DESCRIPTION
 NJ0451
 NJ0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0451'AT GUTTENBERG.
 NJ0451'AT GUTTENBERG, AT LOCK AND DAM NUMBER 10, 4.5 FEET EAST OF THE
 NJ0451'SOUTHEAST CORNER OF THE CENTRAL CONTROL BUILDING AT THE LOCK AND
 NJ0451'DAM, SET IN THE TOP AND 1.6 FEET WEST OF THE EAST EDGE OF THE
 NJ0451'CONCRETE LAND WALL OF THE LOCK, 59 FEET SOUTH OF A BOLLARD WHICH
 NJ0451'IS LOCATED AT THE NORTHEAST CORNER OF THE CONTROL BUILDING,
 NJ0451'AND LEVEL WITH THE WALKWAY.  SECTION 17, T 92N, R 2W.  NOTE-- THE
 NJ0451'BOLLARD IS DESIGNATED 500 CHECK POST BY THE U.S. ENGINEERS.
 NJ0451'NOTE-- THIS MARK IS 0.2 MILE NORTH ALONG THE CHICAGO, MILWAUKEE,
 NJ0451'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT GUTTENBERG,
 NJ0451'THENCE 0.3 MILE EAST ALONG PRINCE STREET.
 NJ0451
 NJ0451                          STATION RECOVERY (1995)
 NJ0451
 NJ0451'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0112 ***********************************************************************
 OP0112  DESIGNATION -  U 18
 OP0112  PID         -  OP0112
 OP0112  STATE/COUNTY-  IA/KOSSUTH
 OP0112  USGS QUAD   -  WHITTEMORE (1980)
 OP0112
 OP0112                         *CURRENT SURVEY CONTROL
 OP0112  ___________________________________________________________________
 OP0112* NAD 83(1986)-  43 03 50.     (N)    094 25 17.     (W)     SCALED    
 OP0112* NAVD 88     -       366.794  (meters)    1203.39   (feet)  ADJUSTED  
 OP0112  ___________________________________________________________________
 OP0112  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 OP0112  DYNAMIC HT  -         366.692 (meters)    1203.06  (feet)  COMP
 OP0112  MODELED GRAV-     980,330.6   (mgal)                       NAVD 88
 OP0112
 OP0112  VERT ORDER  -  SECOND    CLASS 0
 OP0112
 OP0112.The horizontal coordinates were scaled from a topographic map and have
 OP0112.an estimated accuracy of +/- 6 seconds.
 OP0112
 OP0112.The orthometric height was determined by differential leveling
 OP0112.and adjusted by the National Geodetic Survey in June 1991..
 OP0112
 OP0112.The geoid height was determined by GEOID03.
 OP0112
 OP0112.The dynamic height is computed by dividing the NAVD 88
 OP0112.geopotential number by the normal gravity value computed on the
 OP0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0112.degrees latitude (g = 980.6199 gals.).
 OP0112
 OP0112.The modeled gravity was interpolated from observed gravity values.
 OP0112
 OP0112;                    North         East    Units  Estimated Accuracy
 OP0112;SPC IA N     - 1,174,120.    1,424,950.      MT  (+/- 180 meters Scaled)
 OP0112
 OP0112                          SUPERSEDED SURVEY CONTROL
 OP0112
 OP0112  NGVD 29 (??/??/92)  366.732  (m)         1203.19   (f) ADJ UNCH    2 0
 OP0112
 OP0112.Superseded values are not recommended for survey control.
 OP0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0112.See file dsdata.txt to determine how the superseded data were derived.
 OP0112
 OP0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH842688(NAD 83)
 OP0112_MARKER: DB = BENCH MARK DISK
 OP0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0112_STAMPING: U 18 1934
 OP0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0112+STABILITY: SURFACE MOTION
 OP0112
 OP0112  HISTORY     - Date     Condition        Report By
 OP0112  HISTORY     - 1934     MONUMENTED       CGS
 OP0112
 OP0112                          STATION DESCRIPTION
 OP0112
 OP0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0112'IN WHITTEMORE.
 OP0112'AT WHITTEMORE, KOSSUTH COUNTY, 286 YARDS EAST OF THE CHICAGO,
 OP0112'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 72 FEET NORTHEAST OF
 OP0112'THE NORTHEAST CORNER OF THE POWER HOUSE, 54 FEET EAST OF THE
 OP0112'CENTERLINE OF STATE HIGHWAY 44, 36 FEET SOUTH OF THE SOUTH RAIL OF THE
 OP0112'MAIN TRACK, AND 14.4 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 OP0112'TOWN HALL BUILDING.  A STANDARD DISK, STAMPED U 18 1934 AND SET IN THE
 OP0112'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1393 ***********************************************************************
 MJ1393  DESIGNATION -  U 180
 MJ1393  PID         -  MJ1393
 MJ1393  STATE/COUNTY-  IA/HARRISON
 MJ1393  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ1393
 MJ1393                         *CURRENT SURVEY CONTROL
 MJ1393  ___________________________________________________________________
 MJ1393* NAD 83(1986)-  41 31 21.     (N)    095 53 07.     (W)     SCALED    
 MJ1393* NAVD 88     -       305.396  (meters)    1001.95   (feet)  ADJUSTED  
 MJ1393  ___________________________________________________________________
 MJ1393  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 MJ1393  DYNAMIC HT  -         305.253 (meters)    1001.48  (feet)  COMP
 MJ1393  MODELED GRAV-     980,149.7   (mgal)                       NAVD 88
 MJ1393
 MJ1393  VERT ORDER  -  FIRST     CLASS II
 MJ1393
 MJ1393.The horizontal coordinates were scaled from a topographic map and have
 MJ1393.an estimated accuracy of +/- 6 seconds.
 MJ1393
 MJ1393.The orthometric height was determined by differential leveling
 MJ1393.and adjusted by the National Geodetic Survey in June 1991..
 MJ1393
 MJ1393.The geoid height was determined by GEOID03.
 MJ1393
 MJ1393.The dynamic height is computed by dividing the NAVD 88
 MJ1393.geopotential number by the normal gravity value computed on the
 MJ1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1393.degrees latitude (g = 980.6199 gals.).
 MJ1393
 MJ1393.The modeled gravity was interpolated from observed gravity values.
 MJ1393
 MJ1393;                    North         East    Units  Estimated Accuracy
 MJ1393;SPC IA S     -   171,800.      300,940.      MT  (+/- 180 meters Scaled)
 MJ1393
 MJ1393                          SUPERSEDED SURVEY CONTROL
 MJ1393
 MJ1393.No superseded survey control is available for this station.
 MJ1393
 MJ1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG592007(NAD 83)
 MJ1393_MARKER: I = METAL ROD
 MJ1393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1393_SP_SET: STAINLESS STEEL ROD
 MJ1393_STAMPING: U 180 1989
 MJ1393_MARK LOGO: NGS   
 MJ1393_PROJECTION: FLUSH
 MJ1393_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1393+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1393_ROD/PIPE-DEPTH: 19.2 meters
 MJ1393
 MJ1393  HISTORY     - Date     Condition        Report By
 MJ1393  HISTORY     - 1989     MONUMENTED       NGS
 MJ1393
 MJ1393                          STATION DESCRIPTION
 MJ1393
 MJ1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1393'3.8 KM (2.35 MI) SOUTHERLY ALONG STATE HIGHWAY 183 FROM ITS JUNCTION
 MJ1393'WITH U.S. HIGHWAY 30 IN MISSOURI VALLEY, 25.5 M (83.7 FT) NORTHWEST OF
 MJ1393'THE CENTER OF A RAILROAD OVERPASS, 11.3 M (37.1 FT) WEST OF THE
 MJ1393'CENTERLINE OF THE HIGHWAY, 1.7 M (5.6 FT) NORTH OF A UTILITY POLE, 0.3
 MJ1393'M (1.0 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 MJ1393'OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 MJ1393'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1911 ***********************************************************************
 NM1911  DESIGNATION -  U 181
 NM1911  PID         -  NM1911
 NM1911  STATE/COUNTY-  IA/WOODBURY
 NM1911  USGS QUAD   -  SALIX (1976)
 NM1911
 NM1911                         *CURRENT SURVEY CONTROL
 NM1911  ___________________________________________________________________
 NM1911* NAD 83(1996)-  42 19 43.85524(N)    096 18 02.44415(W)     ADJUSTED  
 NM1911* NAVD 88     -       329.610  (meters)    1081.40   (feet)  ADJUSTED  
 NM1911  ___________________________________________________________________
 NM1911  X           -    -518,298.283 (meters)                     COMP
 NM1911  Y           -  -4,694,177.144 (meters)                     COMP
 NM1911  Z           -   4,272,882.937 (meters)                     COMP
 NM1911  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 NM1911  ELLIP HEIGHT-         303.36  (meters)          (08/05/04) GPS OBS
 NM1911  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 NM1911  DYNAMIC HT  -         329.504 (meters)    1081.05  (feet)  COMP
 NM1911  MODELED GRAV-     980,290.5   (mgal)                       NAVD 88
 NM1911
 NM1911  HORZ ORDER  -  FIRST
 NM1911  VERT ORDER  -  FIRST     CLASS II
 NM1911  ELLP ORDER  -  FOURTH    CLASS I
 NM1911
 NM1911.The horizontal coordinates were established by GPS observations
 NM1911.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 NM1911
 NM1911.The orthometric height was determined by differential leveling
 NM1911.and adjusted by the National Geodetic Survey in June 1991..
 NM1911
 NM1911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1911
 NM1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1911
 NM1911.The ellipsoidal height was determined by GPS observations
 NM1911.and is referenced to NAD 83.
 NM1911
 NM1911.The geoid height was determined by GEOID03.
 NM1911
 NM1911.The dynamic height is computed by dividing the NAVD 88
 NM1911.geopotential number by the normal gravity value computed on the
 NM1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1911.degrees latitude (g = 980.6199 gals.).
 NM1911
 NM1911.The modeled gravity was interpolated from observed gravity values.
 NM1911
 NM1911;                    North         East     Units Scale Factor Converg.
 NM1911;SPC IA N     - 1,095,888.465 1,269,210.968   MT  0.99996275   -1 53 53.3
 NM1911;UTM  14      - 4,689,818.181   722,404.456   MT  1.00020864   +1 49 06.3
 NM1911
 NM1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1911!SPC IA N     -   0.99995242  x   0.99996275  =   0.99991518
 NM1911!UTM  14      -   0.99995242  x   1.00020864  =   1.00016105
 NM1911
 NM1911                          SUPERSEDED SURVEY CONTROL
 NM1911
 NM1911  NAVD 88 (08/05/04)  329.61   (m)         1081.4    (f) LEVELING    3  
 NM1911
 NM1911.Superseded values are not recommended for survey control.
 NM1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1911.See file dsdata.txt to determine how the superseded data were derived.
 NM1911
 NM1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2240489818(NAD 83)
 NM1911_MARKER: I = METAL ROD
 NM1911_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NM1911_SP_SET: STAINLESS STEEL ROD
 NM1911_STAMPING: U 181 1989
 NM1911_MARK LOGO: NGS   
 NM1911_PROJECTION: FLUSH
 NM1911_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1911+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2004
 NM1911_ROD/PIPE-DEPTH: 12.8 meters
 NM1911
 NM1911  HISTORY     - Date     Condition        Report By
 NM1911  HISTORY     - 1989     MONUMENTED       NGS
 NM1911  HISTORY     - 20040614 GOOD             MSAM
 NM1911
 NM1911                          STATION DESCRIPTION
 NM1911
 NM1911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1911'2.6 KM (1.60 MI) NORTHWESTERLY ALONG A PAVED ROAD (OLD U.S. HIGHWAY
 NM1911'75) FROM ITS JUNCTION WITH POPLAR STREET IN SALIX, 11.3 M (37.1 FT)
 NM1911'SOUTHEAST OF A UTILITY POLE, 11.0 M (36.1 FT) NORTHEAST OF THE
 NM1911'CENTERLINE OF THE HIGHWAY, 9.7 M (31.8 FT) WEST OF THE CENTER OF
 NM1911'BUCHANAN AVENUE, 9.1 M (29.9 FT) SOUTH OF A UTILITY POLE WITH SIX GUY
 NM1911'WIRES, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND 0.3 M
 NM1911'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT
 NM1911'IS HAD THROUGH A 5-INCH LOGO CAP.
 NM1911
 NM1911                          STATION RECOVERY (2004)
 NM1911
 NM1911'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 NM1911'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC.  2004 (DJK)
 NM1911'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1401 ***********************************************************************
 MJ1401  DESIGNATION -  U 182
 MJ1401  PID         -  MJ1401
 MJ1401  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1401  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ1401
 MJ1401                         *CURRENT SURVEY CONTROL
 MJ1401  ___________________________________________________________________
 MJ1401* NAD 83(1986)-  41 14 48.     (N)    095 51 15.     (W)     SCALED    
 MJ1401* NAVD 88     -       300.821  (meters)     986.94   (feet)  ADJUSTED  
 MJ1401  ___________________________________________________________________
 MJ1401  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 MJ1401  DYNAMIC HT  -         300.699 (meters)     986.54  (feet)  COMP
 MJ1401  MODELED GRAV-     980,207.4   (mgal)                       NAVD 88
 MJ1401
 MJ1401  VERT ORDER  -  FIRST     CLASS II
 MJ1401
 MJ1401.The horizontal coordinates were scaled from a topographic map and have
 MJ1401.an estimated accuracy of +/- 6 seconds.
 MJ1401
 MJ1401.The orthometric height was determined by differential leveling
 MJ1401.and adjusted by the National Geodetic Survey in June 1991..
 MJ1401
 MJ1401.The geoid height was determined by GEOID03.
 MJ1401
 MJ1401.The dynamic height is computed by dividing the NAVD 88
 MJ1401.geopotential number by the normal gravity value computed on the
 MJ1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1401.degrees latitude (g = 980.6199 gals.).
 MJ1401
 MJ1401.The modeled gravity was interpolated from observed gravity values.
 MJ1401
 MJ1401;                    North         East    Units  Estimated Accuracy
 MJ1401;SPC IA S     -   141,110.      302,710.      MT  (+/- 180 meters Scaled)
 MJ1401
 MJ1401                          SUPERSEDED SURVEY CONTROL
 MJ1401
 MJ1401.No superseded survey control is available for this station.
 MJ1401
 MJ1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF608700(NAD 83)
 MJ1401_MARKER: DV = VERTICAL CONTROL DISK
 MJ1401_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ1401_SP_SET: PIER
 MJ1401_STAMPING: U 182 1989
 MJ1401_MARK LOGO: NGS   
 MJ1401_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1401+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1401
 MJ1401  HISTORY     - Date     Condition        Report By
 MJ1401  HISTORY     - 1989     MONUMENTED       NGS
 MJ1401
 MJ1401                          STATION DESCRIPTION
 MJ1401
 MJ1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1401'IN COUNCIL BLUFFS, AT THE INTERSECTION OF 16TH AVENUE AND THE SOUTH
 MJ1401'EXPRESSWAY (STATE HWY 192), SET VERTICALLY IN THE SOUTH FACE OF THE
 MJ1401'MOST WESTERLY 1 OF 5 COLUMNS OF THE FIRST PIER NORTH OF THE SOUTH
 MJ1401'ABUTMENT OF THE HIGHWAY OVERPASS OF THE STREET, 12.5 M (41.0 FT)
 MJ1401'SOUTH OF THE CENTERLINE OF THE STREET, 11.2 M (36.7 FT) WEST OF THE
 MJ1401'CENTER OF THE HIGHWAY, AND 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE
 MJ1401'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9194 ***********************************************************************
 AE9194  DESIGNATION -  U 183
 AE9194  PID         -  AE9194
 AE9194  STATE/COUNTY-  IA/JOHNSON
 AE9194  USGS QUAD   -  SWISHER (1994)
 AE9194
 AE9194                         *CURRENT SURVEY CONTROL
 AE9194  ___________________________________________________________________
 AE9194* NAD 83(1986)-  41 50 56.     (N)    091 38 45.     (W)     SCALED    
 AE9194* NAVD 88     -       241.005  (meters)     790.70   (feet)  ADJUSTED  
 AE9194  ___________________________________________________________________
 AE9194  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 AE9194  DYNAMIC HT  -         240.913 (meters)     790.40  (feet)  COMP
 AE9194  MODELED GRAV-     980,236.7   (mgal)                       NAVD 88
 AE9194
 AE9194  VERT ORDER  -  SECOND    CLASS I
 AE9194
 AE9194.The horizontal coordinates were scaled from a topographic map and have
 AE9194.an estimated accuracy of +/- 6 seconds.
 AE9194
 AE9194.The orthometric height was determined by differential leveling
 AE9194.and adjusted by the National Geodetic Survey in July 2002..
 AE9194
 AE9194.The geoid height was determined by GEOID03.
 AE9194
 AE9194.The dynamic height is computed by dividing the NAVD 88
 AE9194.geopotential number by the normal gravity value computed on the
 AE9194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9194.degrees latitude (g = 980.6199 gals.).
 AE9194
 AE9194.The modeled gravity was interpolated from observed gravity values.
 AE9194
 AE9194;                    North         East    Units  Estimated Accuracy
 AE9194;SPC IA S     -   206,970.      653,970.      MT  (+/- 180 meters Scaled)
 AE9194
 AE9194                          SUPERSEDED SURVEY CONTROL
 AE9194
 AE9194.No superseded survey control is available for this station.
 AE9194
 AE9194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG124338(NAD 83)
 AE9194_MARKER: I = METAL ROD
 AE9194_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9194_STAMPING: U 183 1997
 AE9194_MARK LOGO: NGS   
 AE9194_PROJECTION: FLUSH
 AE9194_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9194+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9194_ROD/PIPE-DEPTH: 10.4 meters
 AE9194_SLEEVE-DEPTH  : 0.9 meters
 AE9194
 AE9194  HISTORY     - Date     Condition        Report By
 AE9194  HISTORY     - 1997     MONUMENTED       NGS
 AE9194
 AE9194                          STATION DESCRIPTION
 AE9194
 AE9194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9194'0.3 KM (0.20 MI) NORTHERLY ALONG ROSE AVENUE FROM THE POST OFFICE IN
 AE9194'SWISHER, THENCE 4.0 KM (2.50 MI) EASTERLY ALONG DIVISION STREET AND
 AE9194'COUNTY ROAD F-12, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG CLUB ROAD,
 AE9194'20.6 M (67.6 FT) SOUTH OF THE SOUTHWEST CORNER OF A HOUSE AT 1183 CLUB
 AE9194'ROAD, 19.6 M (64.3 FT) EAST OF THE ROAD CENTERLINE, 5.9 M (19.4 FT)
 AE9194'NORTH OF THE CENTER OF A DRIVEWAY, 1.1 M (3.6 FT) WEST OF A WITNESS
 AE9194'POST AND A UTILITY POLE WITH A METER ATTACHED, AND 0.3 M (1.0 FT)
 AE9194'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 AE9194'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE9194'SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON PROPERTY OWNED
 AE9194'BY BOB NOVOTNY, 1183 CLUB ROAD, CEDAR RAPIDS, IA, TELEPHONE NUMBER
 AE9194'(319) 848-7657.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0160 ***********************************************************************
 OP0160  DESIGNATION -  U 19
 OP0160  PID         -  OP0160
 OP0160  STATE/COUNTY-  IA/EMMET
 OP0160  USGS QUAD   -  SUPERIOR (1972)
 OP0160
 OP0160                         *CURRENT SURVEY CONTROL
 OP0160  ___________________________________________________________________
 OP0160* NAD 83(1996)-  43 24 56.62462(N)    094 52 38.86018(W)     ADJUSTED  
 OP0160* NAVD 88     -       439.837  (meters)    1443.03   (feet)  ADJUSTED  
 OP0160  ___________________________________________________________________
 OP0160  X           -    -394,569.558 (meters)                     COMP
 OP0160  Y           -  -4,623,826.595 (meters)                     COMP
 OP0160  Z           -   4,361,448.516 (meters)                     COMP
 OP0160  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 OP0160  ELLIP HEIGHT-         411.63  (meters)          (05/06/99) GPS OBS
 OP0160  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 OP0160  DYNAMIC HT  -         439.716 (meters)    1442.63  (feet)  COMP
 OP0160  MODELED GRAV-     980,332.2   (mgal)                       NAVD 88
 OP0160
 OP0160  HORZ ORDER  -  THIRD
 OP0160  VERT ORDER  -  SECOND    CLASS 0
 OP0160  ELLP ORDER  -  FOURTH    CLASS I
 OP0160
 OP0160.The horizontal coordinates were established by GPS observations
 OP0160.and adjusted by the National Geodetic Survey in May 1999..
 OP0160
 OP0160.The orthometric height was determined by differential leveling
 OP0160.and adjusted by the National Geodetic Survey in June 1991..
 OP0160
 OP0160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0160
 OP0160.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0160
 OP0160.The ellipsoidal height was determined by GPS observations
 OP0160.and is referenced to NAD 83.
 OP0160
 OP0160.The geoid height was determined by GEOID03.
 OP0160
 OP0160.The dynamic height is computed by dividing the NAVD 88
 OP0160.geopotential number by the normal gravity value computed on the
 OP0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0160.degrees latitude (g = 980.6199 gals.).
 OP0160
 OP0160.The modeled gravity was interpolated from observed gravity values.
 OP0160
 OP0160;                    North         East     Units Scale Factor Converg.
 OP0160;SPC IA N     - 1,213,711.892 1,388,442.213   MT  1.00003064   -0 56 00.8
 OP0160;UTM  15      - 4,808,694.331   348,005.430   MT  0.99988418   -1 17 26.2
 OP0160
 OP0160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0160!SPC IA N     -   0.99993545  x   1.00003064  =   0.99996609
 OP0160!UTM  15      -   0.99993545  x   0.99988418  =   0.99981964
 OP0160
 OP0160                          SUPERSEDED SURVEY CONTROL
 OP0160
 OP0160  NAD 83(1996)-  43 24 56.62462(N)    094 52 38.86018(W) AD(       ) 3
 OP0160  NAD 83(1986)-  43 24 56.62080(N)    094 52 38.85055(W) AD(       ) 3
 OP0160  NGVD 29 (??/??/92)  439.709  (m)         1442.61   (f) ADJ UNCH    2 0
 OP0160
 OP0160.Superseded values are not recommended for survey control.
 OP0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0160.See file dsdata.txt to determine how the superseded data were derived.
 OP0160
 OP0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4800508694(NAD 83)
 OP0160_MARKER: DB = BENCH MARK DISK
 OP0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0160_SP_SET: CONCRETE POST
 OP0160_STAMPING: U 19 1934
 OP0160_MARK LOGO: CGS   
 OP0160_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0160+STABILITY: SURFACE MOTION
 OP0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0160+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1990
 OP0160
 OP0160  HISTORY     - Date     Condition        Report By
 OP0160  HISTORY     - 1934     MONUMENTED       CGS
 OP0160  HISTORY     - 19890621 GOOD             NGS
 OP0160  HISTORY     - 19900711 GOOD             NGS
 OP0160
 OP0160                          STATION DESCRIPTION
 OP0160
 OP0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0160'3 MI NW FROM ESTHERVILLE.
 OP0160'3 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 OP0160'FROM THE STATION AT ESTHERVILLE, EMMET COUNTY, 85 YARDS WEST OF THE
 OP0160'CENTERLINE OF A SECTION ROAD, 39 FEET NORTHWEST OF THE NORTHWEST RAIL
 OP0160'OF THE MAIN TRACK, AND 8.5 FEET WEST OF MILEPOST 210.  A STANDARD
 OP0160'DISK, STAMPED U 19 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0160'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 OP0160
 OP0160                          STATION RECOVERY (1989)
 OP0160
 OP0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OP0160'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) EAST-SOUTHEAST OF
 OP0160'SUPERIOR, 3.1 KM (1.95 MI) EAST OF THE EMMET-DICKINSON COUNTY LINES,
 OP0160'ALONG THE NORTH SIDE OF THE CHICAGO NORTHWESTERN RAILROAD AT MILE POST
 OP0160'210 AND NORTHWEST OF THE JUNCTION OF A GRAVEL ROAD AND A REST AREA.
 OP0160'OWNERSHIP--CHICAGO NORTHWESTERN RAILROAD, 229 NORTH 3RD STREET,
 OP0160'LAURENS, IA 50554, PHONE 712-845-4582.
 OP0160'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND SIXTH
 OP0160'STREET, AT THE UNITED METHODIST CHURCH IN SUPERIOR, GO EAST ON STATE
 OP0160'HIGHWAY 9 FOR 6.0 KM (3.75 MI) TO THE JUNCTION OF A GRAVEL ROAD AND A
 OP0160'REST AREA ON THE LEFT AND THE STATION DIRECTLY NORTHWEST AND ACROSS
 OP0160'THE RAILROAD TRACKS AT RAILROAD MILE POST 210.
 OP0160'THE STATION IS A STANDARD CGS BENCHMARK DISK ABOUT FLUSH WITH THE
 OP0160'GROUND.  LOCATED 0.08 KM (0.05 MI) NORTHWEST OF THE JUNCTION OF THE
 OP0160'GRAVEL ROAD AND STATE HIGHWAY 9, 51.0 M (167.3 FT) NORTH AND ACROSS
 OP0160'THE TRACKS FROM THE CENTERLINE OF STATE HIGHWAY 9, 9.6 M (31.5 FT)
 OP0160'NORTH OF THE NORTH RAIL OF THE TRACKS, 2.4 M (7.9 FT) WEST OF RAILROAD
 OP0160'MILE POST 210 AND 0.15 M (0.5 FT) SOUTH OF A METAL WITNESS POST.
 OP0160'DESCRIBED BY M. L. MCCREADY.
 OP0160
 OP0160                          STATION RECOVERY (1990)
 OP0160
 OP0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0078 ***********************************************************************
 NL0078  DESIGNATION -  U 2
 NL0078  PID         -  NL0078
 NL0078  STATE/COUNTY-  IA/WEBSTER
 NL0078  USGS QUAD   -  FORT DODGE SOUTH (1965)
 NL0078
 NL0078                         *CURRENT SURVEY CONTROL
 NL0078  ___________________________________________________________________
 NL0078* NAD 83(1986)-  42 26 21.     (N)    094 09 20.     (W)     SCALED    
 NL0078* NAVD 88     -       334.837  (meters)    1098.54   (feet)  ADJUSTED  
 NL0078  ___________________________________________________________________
 NL0078  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 NL0078  DYNAMIC HT  -         334.741 (meters)    1098.23  (feet)  COMP
 NL0078  MODELED GRAV-     980,326.8   (mgal)                       NAVD 88
 NL0078
 NL0078  VERT ORDER  -  FIRST     CLASS II
 NL0078
 NL0078.The horizontal coordinates were scaled from a topographic map and have
 NL0078.an estimated accuracy of +/- 6 seconds.
 NL0078
 NL0078.The orthometric height was determined by differential leveling
 NL0078.and adjusted by the National Geodetic Survey in June 1991..
 NL0078
 NL0078.The geoid height was determined by GEOID03.
 NL0078
 NL0078.The dynamic height is computed by dividing the NAVD 88
 NL0078.geopotential number by the normal gravity value computed on the
 NL0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0078.degrees latitude (g = 980.6199 gals.).
 NL0078
 NL0078.The modeled gravity was interpolated from observed gravity values.
 NL0078
 NL0078;                    North         East    Units  Estimated Accuracy
 NL0078;SPC IA N     - 1,104,530.    1,446,070.      MT  (+/- 180 meters Scaled)
 NL0078
 NL0078                          SUPERSEDED SURVEY CONTROL
 NL0078
 NL0078  NGVD 29 (??/??/92)  334.806  (m)         1098.44   (f) ADJ UNCH    1 2
 NL0078
 NL0078.Superseded values are not recommended for survey control.
 NL0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0078.See file dsdata.txt to determine how the superseded data were derived.
 NL0078
 NL0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG049991(NAD 83)
 NL0078_MARKER: DB = BENCH MARK DISK
 NL0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0078_SP_SET: CULVERT
 NL0078_STAMPING: 1098.443 U 2 1930
 NL0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0078
 NL0078  HISTORY     - Date     Condition        Report By
 NL0078  HISTORY     - 1930     MONUMENTED       CGS
 NL0078  HISTORY     - 1934     GOOD             NGS
 NL0078  HISTORY     - 20031105 MARK NOT FOUND   JCLS
 NL0078
 NL0078                          STATION DESCRIPTION
 NL0078
 NL0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0078'7 MI S FROM FORT DODGE.
 NL0078'7.0 MILES SOUTH ALONG THE ABANDONED MINNEAPOLIS AND ST. LOUIS
 NL0078'RAILROAD FROM FORT DODGE, WEBSTER COUNTY, 1-1/4 MILES NORTH OF
 NL0078'OTHO, 7 POLES SOUTH OF MILEPOST 228, 150 YARDS NORTH OF BRIDGE
 NL0078'172, AND IN THE WEST END OF A CULVERT.  A STANDARD DISK, STAMPED
 NL0078'1098.443 U 2 1930.
 NL0078
 NL0078                          STATION RECOVERY (2003)
 NL0078
 NL0078'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 NL0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0569 ***********************************************************************
 OP0569  DESIGNATION -  U 20
 OP0569  PID         -  OP0569
 OP0569  STATE/COUNTY-  IA/OSCEOLA
 OP0569  USGS QUAD   -  OCHEYEDAN (1972)
 OP0569
 OP0569                         *CURRENT SURVEY CONTROL
 OP0569  ___________________________________________________________________
 OP0569* NAD 83(1986)-  43 24 37.     (N)    095 35 03.     (W)     SCALED    
 OP0569* NAVD 88     -       461.108  (meters)    1512.82   (feet)  ADJUSTED  
 OP0569  ___________________________________________________________________
 OP0569  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 OP0569  DYNAMIC HT  -         460.987 (meters)    1512.42  (feet)  COMP
 OP0569  MODELED GRAV-     980,342.7   (mgal)                       NAVD 88
 OP0569
 OP0569  VERT ORDER  -  SECOND    CLASS 0
 OP0569
 OP0569.The horizontal coordinates were scaled from a topographic map and have
 OP0569.an estimated accuracy of +/- 6 seconds.
 OP0569
 OP0569.The orthometric height was determined by differential leveling
 OP0569.and adjusted by the National Geodetic Survey in June 1991..
 OP0569
 OP0569.The geoid height was determined by GEOID03.
 OP0569
 OP0569.The dynamic height is computed by dividing the NAVD 88
 OP0569.geopotential number by the normal gravity value computed on the
 OP0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0569.degrees latitude (g = 980.6199 gals.).
 OP0569
 OP0569.The modeled gravity was interpolated from observed gravity values.
 OP0569
 OP0569;                    North         East    Units  Estimated Accuracy
 OP0569;SPC IA N     - 1,214,280.    1,331,200.      MT  (+/- 180 meters Scaled)
 OP0569
 OP0569                          SUPERSEDED SURVEY CONTROL
 OP0569
 OP0569  NGVD 29 (??/??/92)  460.926  (m)         1512.22   (f) ADJ UNCH    2 0
 OP0569
 OP0569.Superseded values are not recommended for survey control.
 OP0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0569.See file dsdata.txt to determine how the superseded data were derived.
 OP0569
 OP0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ907096(NAD 83)
 OP0569_MARKER: DB = BENCH MARK DISK
 OP0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0569_STAMPING: U 20 1934
 OP0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0569+STABILITY: SURFACE MOTION
 OP0569
 OP0569  HISTORY     - Date     Condition        Report By
 OP0569  HISTORY     - 1934     MONUMENTED       CGS
 OP0569  HISTORY     - 1972     MARK NOT FOUND   USGS
 OP0569
 OP0569                          STATION DESCRIPTION
 OP0569
 OP0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0569'3 MI E FROM ALLENDORF.
 OP0569'3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM
 OP0569'THE STATION AT ALLENDORF, OSCEOLA COUNTY, 60 YARDS SOUTHEAST OF
 OP0569'MILEPOLE 248+25, 90 FEET SOUTHEAST OF THE CENTER OF A SECTION-ROAD
 OP0569'CROSSING, 47.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK,
 OP0569'37 FEET EAST OF THE CENTERLINE OF THE SECTION ROAD, 4.5 FEET SOUTHEAST
 OP0569'OF A FENCE CORNER, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE. A
 OP0569'STANDARD DISK, STAMPED U 20 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0569'PROJECTING 5 INCHES ABOVE GROUND.
 OP0569
 OP0569                          STATION RECOVERY (1972)
 OP0569
 OP0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0498 ***********************************************************************
 OP0498  DESIGNATION -  U 21
 OP0498  PID         -  OP0498
 OP0498  STATE/COUNTY-  IA/CLAY
 OP0498  USGS QUAD   -  DICKENS (1966)
 OP0498
 OP0498                         *CURRENT SURVEY CONTROL
 OP0498  ___________________________________________________________________
 OP0498* NAD 83(1986)-  43 11 28.     (N)    095 06 15.     (W)     SCALED    
 OP0498* NAVD 88     -       412.788  (meters)    1354.29   (feet)  ADJUSTED  
 OP0498  ___________________________________________________________________
 OP0498  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 OP0498  DYNAMIC HT  -         412.656 (meters)    1353.86  (feet)  COMP
 OP0498  MODELED GRAV-     980,289.2   (mgal)                       NAVD 88
 OP0498
 OP0498  VERT ORDER  -  SECOND    CLASS 0
 OP0498
 OP0498.The horizontal coordinates were scaled from a topographic map and have
 OP0498.an estimated accuracy of +/- 6 seconds.
 OP0498
 OP0498.The orthometric height was determined by differential leveling
 OP0498.and adjusted by the National Geodetic Survey in June 1991..
 OP0498
 OP0498.The geoid height was determined by GEOID03.
 OP0498
 OP0498.The dynamic height is computed by dividing the NAVD 88
 OP0498.geopotential number by the normal gravity value computed on the
 OP0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0498.degrees latitude (g = 980.6199 gals.).
 OP0498
 OP0498.The modeled gravity was interpolated from observed gravity values.
 OP0498
 OP0498;                    North         East    Units  Estimated Accuracy
 OP0498;SPC IA N     - 1,189,090.    1,369,610.      MT  (+/- 180 meters Scaled)
 OP0498
 OP0498                          SUPERSEDED SURVEY CONTROL
 OP0498
 OP0498  NGVD 29 (??/??/92)  412.644  (m)         1353.82   (f) ADJ UNCH    2 0
 OP0498
 OP0498.Superseded values are not recommended for survey control.
 OP0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0498.See file dsdata.txt to determine how the superseded data were derived.
 OP0498
 OP0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH290841(NAD 83)
 OP0498_MARKER: DB = BENCH MARK DISK
 OP0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0498_STAMPING: U 21 1934
 OP0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0498+STABILITY: SURFACE MOTION
 OP0498
 OP0498  HISTORY     - Date     Condition        Report By
 OP0498  HISTORY     - 1934     MONUMENTED       CGS
 OP0498
 OP0498                          STATION DESCRIPTION
 OP0498
 OP0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0498'2 MI SW FROM LANGDON.
 OP0498'2 MILES SOUTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 OP0498'THE STATION AT LANGDON, CLAY COUNTY, 9 POLES SOUTHWEST OF MILEPOST
 OP0498'193, 59 FEET NORTHEAST OF THE CENTER OF THE SOUTHWEST GATE OF A FARM
 OP0498'ROAD, 46.2 FEET NORTHWEST OF THE WEST RAIL, AND 51 FEET NORTHEAST OF A
 OP0498'WIRE FENCE CORNER.  A STANDARD DISK, STAMPED U 21 1934 AND SET IN THE
 OP0498'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0257 ***********************************************************************
 NL0257  DESIGNATION -  U 23
 NL0257  PID         -  NL0257
 NL0257  STATE/COUNTY-  IA/BUENA VISTA
 NL0257  USGS QUAD   -  STORM LAKE (1979)
 NL0257
 NL0257                         *CURRENT SURVEY CONTROL
 NL0257  ___________________________________________________________________
 NL0257* NAD 83(1986)-  42 38 29.     (N)    095 11 45.     (W)     SCALED    
 NL0257* NAVD 88     -       437.866  (meters)    1436.57   (feet)  ADJUSTED  
 NL0257  ___________________________________________________________________
 NL0257  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 NL0257  DYNAMIC HT  -         437.714 (meters)    1436.07  (feet)  COMP
 NL0257  MODELED GRAV-     980,260.5   (mgal)                       NAVD 88
 NL0257
 NL0257  VERT ORDER  -  SECOND    CLASS 0
 NL0257
 NL0257.The horizontal coordinates were scaled from a topographic map and have
 NL0257.an estimated accuracy of +/- 6 seconds.
 NL0257
 NL0257.The orthometric height was determined by differential leveling
 NL0257.and adjusted by the National Geodetic Survey in June 1991..
 NL0257
 NL0257.The geoid height was determined by GEOID03.
 NL0257
 NL0257.The dynamic height is computed by dividing the NAVD 88
 NL0257.geopotential number by the normal gravity value computed on the
 NL0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0257.degrees latitude (g = 980.6199 gals.).
 NL0257
 NL0257.The modeled gravity was interpolated from observed gravity values.
 NL0257
 NL0257;                    North         East    Units  Estimated Accuracy
 NL0257;SPC IA N     - 1,128,180.    1,360,940.      MT  (+/- 180 meters Scaled)
 NL0257
 NL0257                          SUPERSEDED SURVEY CONTROL
 NL0257
 NL0257  NGVD 29 (??/??/92)  437.737  (m)         1436.14   (f) ADJ UNCH    2 0
 NL0257
 NL0257.Superseded values are not recommended for survey control.
 NL0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0257.See file dsdata.txt to determine how the superseded data were derived.
 NL0257
 NL0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH199233(NAD 83)
 NL0257_MARKER: DB = BENCH MARK DISK
 NL0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0257_STAMPING: U 23 1934
 NL0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0257+STABILITY: SURFACE MOTION
 NL0257
 NL0257  HISTORY     - Date     Condition        Report By
 NL0257  HISTORY     - 1934     MONUMENTED       CGS
 NL0257  HISTORY     - 1974     MARK NOT FOUND   NGS
 NL0257  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0257
 NL0257                          STATION DESCRIPTION
 NL0257
 NL0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0257'AT STORM LAKE.
 NL0257'AT STORM LAKE, 0.2 MILE EAST OF THE ILLINOIS CENTRAL RAILROAD
 NL0257'STATION, 60 YARDS WEST OF A WYE, 60 FEET NORTHWEST OF THE CENTER
 NL0257'OF THE CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NL0257'RAILROAD, 40.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 5.4
 NL0257'FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED U 23 1934
 NL0257'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NL0257'GROUND.
 NL0257
 NL0257                          STATION RECOVERY (1974)
 NL0257
 NL0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NL0257'MARK NOT FOUND.
 NL0257
 NL0257                          STATION RECOVERY (2000)
 NL0257
 NL0257'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0257'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0473 ***********************************************************************
 NL0473  DESIGNATION -  U 24
 NL0473  PID         -  NL0473
 NL0473  STATE/COUNTY-  IA/CHEROKEE
 NL0473  USGS QUAD   -  CLEGHORN (1969)
 NL0473
 NL0473                         *CURRENT SURVEY CONTROL
 NL0473  ___________________________________________________________________
 NL0473* NAD 83(1986)-  42 48 05.     (N)    095 40 09.     (W)     SCALED    
 NL0473* NAVD 88     -       440.396  (meters)    1444.87   (feet)  ADJUSTED  
 NL0473  ___________________________________________________________________
 NL0473  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 NL0473  DYNAMIC HT  -         440.253 (meters)    1444.40  (feet)  COMP
 NL0473  MODELED GRAV-     980,282.3   (mgal)                       NAVD 88
 NL0473
 NL0473  VERT ORDER  -  SECOND    CLASS 0
 NL0473
 NL0473.The horizontal coordinates were scaled from a topographic map and have
 NL0473.an estimated accuracy of +/- 6 seconds.
 NL0473
 NL0473.The orthometric height was determined by differential leveling
 NL0473.and adjusted by the National Geodetic Survey in June 1991..
 NL0473
 NL0473.The geoid height was determined by GEOID03.
 NL0473
 NL0473.The dynamic height is computed by dividing the NAVD 88
 NL0473.geopotential number by the normal gravity value computed on the
 NL0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0473.degrees latitude (g = 980.6199 gals.).
 NL0473
 NL0473.The modeled gravity was interpolated from observed gravity values.
 NL0473
 NL0473;                    North         East    Units  Estimated Accuracy
 NL0473;SPC IA N     - 1,146,830.    1,322,580.      MT  (+/- 180 meters Scaled)
 NL0473
 NL0473                          SUPERSEDED SURVEY CONTROL
 NL0473
 NL0473  NGVD 29 (??/??/92)  440.214  (m)         1444.27   (f) ADJ UNCH    2 0
 NL0473
 NL0473.Superseded values are not recommended for survey control.
 NL0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0473.See file dsdata.txt to determine how the superseded data were derived.
 NL0473
 NL0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH817422(NAD 83)
 NL0473_MARKER: DB = BENCH MARK DISK
 NL0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0473_STAMPING: U 24 1934
 NL0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0473+STABILITY: SURFACE MOTION
 NL0473
 NL0473  HISTORY     - Date     Condition        Report By
 NL0473  HISTORY     - 1934     MONUMENTED       CGS
 NL0473  HISTORY     - 1968     POOR             NGS
 NL0473
 NL0473                          STATION DESCRIPTION
 NL0473
 NL0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0473'1.9 MI W FROM MERIDEN.
 NL0473'1.9 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0473'STATION AT MERIDEN, CHEROKEE COUNTY, 2 MILES EAST OF THE
 NL0473'STATION AT CLEGHORN, 0.4 MILE WEST OF A CONCRETE HIGHWAY
 NL0473'OVERPASS, AT THE EAST END OF A CUT, 195 YARDS WEST OF THE WEST
 NL0473'END OF A WOODEN TRESTLE, 30 FEET SOUTH OF THE SOUTH RAIL,
 NL0473'AND 6 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED U 24 1934
 NL0473'AND SET IN THE TOP OF A CONCRETE POST.
 NL0473
 NL0473                          STATION RECOVERY (1968)
 NL0473
 NL0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NL0473'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0507 ***********************************************************************
 NL0507  DESIGNATION -  U 25
 NL0507  PID         -  NL0507
 NL0507  STATE/COUNTY-  IA/CHEROKEE
 NL0507  USGS QUAD   -  QUIMBY (1969)
 NL0507
 NL0507                         *CURRENT SURVEY CONTROL
 NL0507  ___________________________________________________________________
 NL0507* NAD 83(1986)-  42 37 49.     (N)    095 38 21.     (W)     SCALED    
 NL0507* NAVD 88     -       362.206  (meters)    1188.34   (feet)  ADJUSTED  
 NL0507  ___________________________________________________________________
 NL0507  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 NL0507  DYNAMIC HT  -         362.088 (meters)    1187.95  (feet)  COMP
 NL0507  MODELED GRAV-     980,285.0   (mgal)                       NAVD 88
 NL0507
 NL0507  VERT ORDER  -  SECOND    CLASS 0
 NL0507
 NL0507.The horizontal coordinates were scaled from a topographic map and have
 NL0507.an estimated accuracy of +/- 6 seconds.
 NL0507
 NL0507.The orthometric height was determined by differential leveling
 NL0507.and adjusted by the National Geodetic Survey in June 1991..
 NL0507
 NL0507.The geoid height was determined by GEOID03.
 NL0507
 NL0507.The dynamic height is computed by dividing the NAVD 88
 NL0507.geopotential number by the normal gravity value computed on the
 NL0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0507.degrees latitude (g = 980.6199 gals.).
 NL0507
 NL0507.The modeled gravity was interpolated from observed gravity values.
 NL0507
 NL0507;                    North         East    Units  Estimated Accuracy
 NL0507;SPC IA N     - 1,127,770.    1,324,560.      MT  (+/- 180 meters Scaled)
 NL0507
 NL0507                          SUPERSEDED SURVEY CONTROL
 NL0507
 NL0507  NGVD 29 (??/??/92)  362.054  (m)         1187.84   (f) ADJ UNCH    2 0
 NL0507
 NL0507.Superseded values are not recommended for survey control.
 NL0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0507.See file dsdata.txt to determine how the superseded data were derived.
 NL0507
 NL0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH835231(NAD 83)
 NL0507_MARKER: DB = BENCH MARK DISK
 NL0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0507_STAMPING: U 25 1934
 NL0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0507+STABILITY: SURFACE MOTION
 NL0507
 NL0507  HISTORY     - Date     Condition        Report By
 NL0507  HISTORY     - 1934     MONUMENTED       CGS
 NL0507
 NL0507                          STATION DESCRIPTION
 NL0507
 NL0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0507'AT QUIMBY.
 NL0507'AT QUIMBY, CHEROKEE COUNTY, 4-1/2 POLES NORTHEAST OF THE
 NL0507'ILLINOIS CENTRAL RAILROAD STATION, 4.8 FEET EAST OF MILEPOST
 NL0507'OJ 8-0 51, 85 YARDS WEST OF A SIDETRACK SWITCH, 11.5 FEET NORTH
 NL0507'OF THE NORTH RAIL OF THE MAIN TRACK, AND 9 FEET SOUTH OF THE
 NL0507'SOUTH RAIL OF A SIDETRACK.  A STANDARD DISK, STAMPED U 25 1934
 NL0507'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NL0507'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0588 ***********************************************************************
 OP0588  DESIGNATION -  U 26
 OP0588  PID         -  OP0588
 OP0588  STATE/COUNTY-  IA/O BRIEN
 OP0588  USGS QUAD   -  SHELDON (1964)
 OP0588
 OP0588                         *CURRENT SURVEY CONTROL
 OP0588  ___________________________________________________________________
 OP0588* NAD 83(1986)-  43 07 57.     (N)    095 48 06.     (W)     SCALED    
 OP0588* NAVD 88     -       431.857  (meters)    1416.85   (feet)  ADJUSTED  
 OP0588  ___________________________________________________________________
 OP0588  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 OP0588  DYNAMIC HT  -         431.733 (meters)    1416.44  (feet)  COMP
 OP0588  MODELED GRAV-     980,319.5   (mgal)                       NAVD 88
 OP0588
 OP0588  VERT ORDER  -  SECOND    CLASS 0
 OP0588
 OP0588.The horizontal coordinates were scaled from a topographic map and have
 OP0588.an estimated accuracy of +/- 6 seconds.
 OP0588
 OP0588.The orthometric height was determined by differential leveling
 OP0588.and adjusted by the National Geodetic Survey in June 1991..
 OP0588
 OP0588.The geoid height was determined by GEOID03.
 OP0588
 OP0588.The dynamic height is computed by dividing the NAVD 88
 OP0588.geopotential number by the normal gravity value computed on the
 OP0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0588.degrees latitude (g = 980.6199 gals.).
 OP0588
 OP0588.The modeled gravity was interpolated from observed gravity values.
 OP0588
 OP0588;                    North         East    Units  Estimated Accuracy
 OP0588;SPC IA N     - 1,183,890.    1,312,750.      MT  (+/- 180 meters Scaled)
 OP0588
 OP0588                          SUPERSEDED SURVEY CONTROL
 OP0588
 OP0588  NGVD 29 (??/??/92)  431.666  (m)         1416.22   (f) ADJ UNCH    2 0
 OP0588
 OP0588.Superseded values are not recommended for survey control.
 OP0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0588.See file dsdata.txt to determine how the superseded data were derived.
 OP0588
 OP0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH721793(NAD 83)
 OP0588_MARKER: DB = BENCH MARK DISK
 OP0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0588_STAMPING: U 26 1934
 OP0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0588+STABILITY: SURFACE MOTION
 OP0588
 OP0588  HISTORY     - Date     Condition        Report By
 OP0588  HISTORY     - 1934     MONUMENTED       CGS
 OP0588
 OP0588                          STATION DESCRIPTION
 OP0588
 OP0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0588'3.9 MI SE FROM SHELDON.
 OP0588'3.9 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 OP0588'STATION AT SHELDON, OBRIEN COUNTY, AT A ROAD CROSSING, 31 FEET EAST OF
 OP0588'THE CENTERLINE OF THE ROAD, 42.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 OP0588'AND 3.4 FEET NORTHEAST OF A CORNER FENCE POST.  A STANDARD DISK,
 OP0588'STAMPED U 26 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OP0588'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0180 ***********************************************************************
 NK0180  DESIGNATION -  U 28
 NK0180  PID         -  NK0180
 NK0180  STATE/COUNTY-  IA/FRANKLIN
 NK0180  USGS QUAD   -  DOWS EAST (1979)
 NK0180
 NK0180                         *CURRENT SURVEY CONTROL
 NK0180  ___________________________________________________________________
 NK0180* NAD 83(1986)-  42 44 18.     (N)    093 29 47.     (W)     SCALED    
 NK0180* NAVD 88     -       377.490  (meters)    1238.48   (feet)  ADJUSTED  
 NK0180  ___________________________________________________________________
 NK0180  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 NK0180  DYNAMIC HT  -         377.413 (meters)    1238.23  (feet)  COMP
 NK0180  MODELED GRAV-     980,402.7   (mgal)                       NAVD 88
 NK0180
 NK0180  VERT ORDER  -  SECOND    CLASS 0
 NK0180
 NK0180.The horizontal coordinates were scaled from a topographic map and have
 NK0180.an estimated accuracy of +/- 6 seconds.
 NK0180
 NK0180.The orthometric height was determined by differential leveling
 NK0180.and adjusted by the National Geodetic Survey in June 1991..
 NK0180
 NK0180.The geoid height was determined by GEOID03.
 NK0180
 NK0180.The dynamic height is computed by dividing the NAVD 88
 NK0180.geopotential number by the normal gravity value computed on the
 NK0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0180.degrees latitude (g = 980.6199 gals.).
 NK0180
 NK0180.The modeled gravity was interpolated from observed gravity values.
 NK0180
 NK0180;                    North         East    Units  Estimated Accuracy
 NK0180;SPC IA N     - 1,137,550.    1,500,300.      MT  (+/- 180 meters Scaled)
 NK0180
 NK0180                          SUPERSEDED SURVEY CONTROL
 NK0180
 NK0180  NGVD 29 (??/??/92)  377.496  (m)         1238.50   (f) ADJ UNCH    2 0
 NK0180
 NK0180.Superseded values are not recommended for survey control.
 NK0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0180.See file dsdata.txt to determine how the superseded data were derived.
 NK0180
 NK0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH593318(NAD 83)
 NK0180_MARKER: DB = BENCH MARK DISK
 NK0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0180_STAMPING: U 28 1934
 NK0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0180+STABILITY: SURFACE MOTION
 NK0180
 NK0180  HISTORY     - Date     Condition        Report By
 NK0180  HISTORY     - 1934     MONUMENTED       CGS
 NK0180
 NK0180                          STATION DESCRIPTION
 NK0180
 NK0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0180'2.7 MI E FROM ROWAN.
 NK0180'IN FRANKLIN COUNTY, ABOUT 2.7 MILES EAST ALONG THE CHICAGO
 NK0180'GREAT WESTERN RAILROAD FROM THE STATION AT ROWEN, WRIGHT COUNTY,
 NK0180'150 YARDS WEST OF MILEPOST 332, 185 YARDS EAST OF THE CROSSING
 NK0180'OF A NORTH-AND-SOUTH SECTION ROAD, 44.7 FEET SOUTH OF THE SOUTH
 NK0180'RAIL, AND 1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NK0180'DISK, STAMPED U 28 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0180'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0157 ***********************************************************************
 NK0157  DESIGNATION -  U 29
 NK0157  PID         -  NK0157
 NK0157  STATE/COUNTY-  IA/BUTLER
 NK0157  USGS QUAD   -  CLARKSVILLE (1971)
 NK0157
 NK0157                         *CURRENT SURVEY CONTROL
 NK0157  ___________________________________________________________________
 NK0157* NAD 83(1986)-  42 46 49.     (N)    092 41 21.     (W)     SCALED    
 NK0157* NAVD 88     -       285.387  (meters)     936.31   (feet)  ADJUSTED  
 NK0157  ___________________________________________________________________
 NK0157  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 NK0157  DYNAMIC HT  -         285.288 (meters)     935.98  (feet)  COMP
 NK0157  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 NK0157
 NK0157  VERT ORDER  -  SECOND    CLASS 0
 NK0157
 NK0157.The horizontal coordinates were scaled from a topographic map and have
 NK0157.an estimated accuracy of +/- 6 seconds.
 NK0157
 NK0157.The orthometric height was determined by differential leveling
 NK0157.and adjusted by the National Geodetic Survey in June 1991..
 NK0157
 NK0157.The geoid height was determined by GEOID03.
 NK0157
 NK0157.The dynamic height is computed by dividing the NAVD 88
 NK0157.geopotential number by the normal gravity value computed on the
 NK0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0157.degrees latitude (g = 980.6199 gals.).
 NK0157
 NK0157.The modeled gravity was interpolated from observed gravity values.
 NK0157
 NK0157;                    North         East    Units  Estimated Accuracy
 NK0157;SPC IA N     - 1,142,530.    1,566,350.      MT  (+/- 180 meters Scaled)
 NK0157
 NK0157                          SUPERSEDED SURVEY CONTROL
 NK0157
 NK0157  NGVD 29 (??/??/92)  285.376  (m)          936.27   (f) ADJ UNCH    2 0
 NK0157
 NK0157.Superseded values are not recommended for survey control.
 NK0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0157.See file dsdata.txt to determine how the superseded data were derived.
 NK0157
 NK0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH254364(NAD 83)
 NK0157_MARKER: DB = BENCH MARK DISK
 NK0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0157_SP_SET: BRIDGE
 NK0157_STAMPING: U 29 1934
 NK0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0157
 NK0157  HISTORY     - Date     Condition        Report By
 NK0157  HISTORY     - UNK      MONUMENTED
 NK0157  HISTORY     - 20050302 GOOD             INDIV
 NK0157
 NK0157                          STATION DESCRIPTION
 NK0157
 NK0157'DESCRIBED UNK
 NK0157'1.1 MI W FROM CLARKSVILLE.
 NK0157'1.1 MILES WEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 NK0157'STATION AT CLARKSVILLE, BUTLER COUNTY, AT THE BRIDGE OVER SHELL
 NK0157'ROCK RIVER, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT,
 NK0157'0.8 FOOT SOUTH OF THE NORTH END, 3.8 FEET NORTH OF THE NORTH
 NK0157'RAIL, AND ABOUT 4.7 FEET LOWER THAN THE TOP OF THE RAIL.  A
 NK0157'STANDARD DISK, STAMPED U 29 1934.
 NK0157
 NK0157                          STATION RECOVERY (2005)
 NK0157
 NK0157'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JLK)
 NK0157'MARK FOUND IN GOOD SHAPE AS DESCRIBED, EXCEPT RAILROAD IS NOW A
 NK0157'RECREATION TRAIL.  MARK IS BLOCK BY TREES TO NORTH AND BRIDGE RAILINGS
 NK0157'TO SOUTH, WHICH WILL MAKE IT DIFFICULT TO GPS.  LOCAL SURVEYOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0071 ***********************************************************************
 MJ0071  DESIGNATION -  U 3
 MJ0071  PID         -  MJ0071
 MJ0071  STATE/COUNTY-  IA/DALLAS
 MJ0071  USGS QUAD   -  PERRY (1982)
 MJ0071
 MJ0071                         *CURRENT SURVEY CONTROL
 MJ0071  ___________________________________________________________________
 MJ0071* NAD 83(1986)-  41 50 19.     (N)    094 06 22.     (W)     SCALED    
 MJ0071* NAVD 88     -       295.425  (meters)     969.24   (feet)  ADJUSTED  
 MJ0071  ___________________________________________________________________
 MJ0071  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 MJ0071  DYNAMIC HT  -         295.318 (meters)     968.89  (feet)  COMP
 MJ0071  MODELED GRAV-     980,253.3   (mgal)                       NAVD 88
 MJ0071
 MJ0071  VERT ORDER  -  FIRST     CLASS II
 MJ0071
 MJ0071.The horizontal coordinates were scaled from a topographic map and have
 MJ0071.an estimated accuracy of +/- 6 seconds.
 MJ0071
 MJ0071.The orthometric height was determined by differential leveling
 MJ0071.and adjusted by the National Geodetic Survey in June 1991..
 MJ0071
 MJ0071.The geoid height was determined by GEOID03.
 MJ0071
 MJ0071.The dynamic height is computed by dividing the NAVD 88
 MJ0071.geopotential number by the normal gravity value computed on the
 MJ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0071.degrees latitude (g = 980.6199 gals.).
 MJ0071
 MJ0071.The modeled gravity was interpolated from observed gravity values.
 MJ0071
 MJ0071;                    North         East    Units  Estimated Accuracy
 MJ0071;SPC IA S     -   204,360.      449,660.      MT  (+/- 180 meters Scaled)
 MJ0071
 MJ0071                          SUPERSEDED SURVEY CONTROL
 MJ0071
 MJ0071  NGVD 29 (??/??/92)  295.391  (m)          969.13   (f) ADJ UNCH    1 2
 MJ0071
 MJ0071.Superseded values are not recommended for survey control.
 MJ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0071.See file dsdata.txt to determine how the superseded data were derived.
 MJ0071
 MJ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG081324(NAD 83)
 MJ0071_MARKER: DB = BENCH MARK DISK
 MJ0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0071_SP_SET: WATER TABLE
 MJ0071_STAMPING: 969.129 U 3 1930
 MJ0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0071
 MJ0071  HISTORY     - Date     Condition        Report By
 MJ0071  HISTORY     - 1930     MONUMENTED       CGS
 MJ0071  HISTORY     - 1934     GOOD             NGS
 MJ0071
 MJ0071                          STATION DESCRIPTION
 MJ0071
 MJ0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MJ0071'AT PERRY.
 MJ0071'AT PERRY, AT THE WARFORD STREET SIDE OF THE POST OFFICE, IN THE
 MJ0071'WATER TABLE UNDER THE GRILLED WINDOW, 10 FEET FROM THE NORTHWEST
 MJ0071'CORNER OF THE BUILDING, AND ABOUT 2-1/2 FEET ABOVE THE GROUND.
 MJ0071'A STANDARD DISK, STAMPED 969.129 U 3 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0430 ***********************************************************************
 NK0430  DESIGNATION -  U 31
 NK0430  PID         -  NK0430
 NK0430  STATE/COUNTY-  IA/HAMILTON
 NK0430  USGS QUAD   -  BLAIRSBURG (1978)
 NK0430
 NK0430                         *CURRENT SURVEY CONTROL
 NK0430  ___________________________________________________________________
 NK0430* NAD 83(1986)-  42 28 45.     (N)    093 40 33.     (W)     SCALED    
 NK0430* NAVD 88     -       370.469  (meters)    1215.45   (feet)  ADJUSTED  
 NK0430  ___________________________________________________________________
 NK0430  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 NK0430  DYNAMIC HT  -         370.385 (meters)    1215.17  (feet)  COMP
 NK0430  MODELED GRAV-     980,383.1   (mgal)                       NAVD 88
 NK0430
 NK0430  VERT ORDER  -  SECOND    CLASS 0
 NK0430
 NK0430.The horizontal coordinates were scaled from a topographic map and have
 NK0430.an estimated accuracy of +/- 6 seconds.
 NK0430
 NK0430.The orthometric height was determined by differential leveling
 NK0430.and adjusted by the National Geodetic Survey in June 1991..
 NK0430
 NK0430.The geoid height was determined by GEOID03.
 NK0430
 NK0430.The dynamic height is computed by dividing the NAVD 88
 NK0430.geopotential number by the normal gravity value computed on the
 NK0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0430.degrees latitude (g = 980.6199 gals.).
 NK0430
 NK0430.The modeled gravity was interpolated from observed gravity values.
 NK0430
 NK0430;                    North         East    Units  Estimated Accuracy
 NK0430;SPC IA N     - 1,108,780.    1,485,540.      MT  (+/- 180 meters Scaled)
 NK0430
 NK0430                          SUPERSEDED SURVEY CONTROL
 NK0430
 NK0430  NGVD 29 (??/??/92)  370.474  (m)         1215.46   (f) ADJ UNCH    2 0
 NK0430
 NK0430.Superseded values are not recommended for survey control.
 NK0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0430.See file dsdata.txt to determine how the superseded data were derived.
 NK0430
 NK0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH444032(NAD 83)
 NK0430_MARKER: DB = BENCH MARK DISK
 NK0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0430_STAMPING: U 31 1934
 NK0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0430+STABILITY: SURFACE MOTION
 NK0430
 NK0430  HISTORY     - Date     Condition        Report By
 NK0430  HISTORY     - 1934     MONUMENTED       CGS
 NK0430  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0430
 NK0430                          STATION DESCRIPTION
 NK0430
 NK0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0430'1.7 MI W FROM BLAIRSBURG.
 NK0430'1.7 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NK0430'STATION AT BLAIRSBURG, 45 FEET WEST OF THE CENTERLINE OF A
 NK0430'SECTION ROAD, 44.2 FEET NORTH OF THE NORTH RAIL, AND 2 FEET
 NK0430'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 31
 NK0430'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 NK0430'ABOVE GROUND.
 NK0430
 NK0430                          STATION RECOVERY (1974)
 NK0430
 NK0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0380 ***********************************************************************
 NK0380  DESIGNATION -  U 32
 NK0380  PID         -  NK0380
 NK0380  STATE/COUNTY-  IA/BOONE
 NK0380  USGS QUAD   -  AMES WEST (1975)
 NK0380
 NK0380                         *CURRENT SURVEY CONTROL
 NK0380  ___________________________________________________________________
 NK0380* NAD 83(1986)-  42 02 29.     (N)    093 43 08.     (W)     SCALED    
 NK0380* NAVD 88     -       314.255  (meters)    1031.02   (feet)  ADJUSTED  
 NK0380  ___________________________________________________________________
 NK0380  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 NK0380  DYNAMIC HT  -         314.153 (meters)    1030.68  (feet)  COMP
 NK0380  MODELED GRAV-     980,290.9   (mgal)                       NAVD 88
 NK0380
 NK0380  VERT ORDER  -  SECOND    CLASS 0
 NK0380
 NK0380.The horizontal coordinates were scaled from a topographic map and have
 NK0380.an estimated accuracy of +/- 6 seconds.
 NK0380
 NK0380.The orthometric height was determined by differential leveling
 NK0380.and adjusted by the National Geodetic Survey in June 1991..
 NK0380
 NK0380.The geoid height was determined by GEOID03.
 NK0380
 NK0380.The dynamic height is computed by dividing the NAVD 88
 NK0380.geopotential number by the normal gravity value computed on the
 NK0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0380.degrees latitude (g = 980.6199 gals.).
 NK0380
 NK0380.The modeled gravity was interpolated from observed gravity values.
 NK0380
 NK0380;                    North         East    Units  Estimated Accuracy
 NK0380;SPC IA N     - 1,060,160.    1,481,880.      MT  (+/- 180 meters Scaled)
 NK0380
 NK0380                          SUPERSEDED SURVEY CONTROL
 NK0380
 NK0380  NGVD 29 (??/??/92)  314.218  (m)         1030.90   (f) ADJ UNCH    2 0
 NK0380
 NK0380.Superseded values are not recommended for survey control.
 NK0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0380.See file dsdata.txt to determine how the superseded data were derived.
 NK0380
 NK0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG405546(NAD 83)
 NK0380_MARKER: DB = BENCH MARK DISK
 NK0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0380_STAMPING: U 32 1934
 NK0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0380+STABILITY: SURFACE MOTION
 NK0380
 NK0380  HISTORY     - Date     Condition        Report By
 NK0380  HISTORY     - 1934     MONUMENTED       CGS
 NK0380  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0380
 NK0380                          STATION DESCRIPTION
 NK0380
 NK0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0380'4.9 MI W FROM AMES.
 NK0380'IN BOONE COUNTY, 4.9 MILES WEST ALONG THE CHICAGO AND NORTH
 NK0380'WESTERN RAILWAY FROM THE STATION AT AMES, STORY COUNTY, 3.6
 NK0380'MILES EAST OF THE STATION AT JORDAN, 114 YARDS WEST OF OVERHEAD
 NK0380'BRIDGE 578, 35.7 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 NK0380'TRACK, 11.5 FEET WEST OF A POLE, AND 10.9 FEET SOUTH OF THE
 NK0380'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 32 1934 AND SET
 NK0380'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NK0380
 NK0380                          STATION RECOVERY (1975)
 NK0380
 NK0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0406 ***********************************************************************
 MH0406  CBN         -  This is a Cooperative Base Network Control Station.
 MH0406  DESIGNATION -  U 33
 MH0406  PID         -  MH0406
 MH0406  STATE/COUNTY-  IA/STORY
 MH0406  USGS QUAD   -  HUXLEY (1975)
 MH0406
 MH0406                         *CURRENT SURVEY CONTROL
 MH0406  ___________________________________________________________________
 MH0406* NAD 83(1996)-  41 58 39.48628(N)    093 30 42.62617(W)     ADJUSTED  
 MH0406* NAVD 88     -       291.309  (meters)     955.74   (feet)  ADJUSTED  
 MH0406  ___________________________________________________________________
 MH0406  X           -    -290,890.205 (meters)                     COMP
 MH0406  Y           -  -4,739,937.303 (meters)                     COMP
 MH0406  Z           -   4,243,932.036 (meters)                     COMP
 MH0406  LAPLACE CORR-          -8.61  (seconds)                    DEFLEC99
 MH0406  ELLIP HEIGHT-         261.05  (meters)          (07/28/03) GPS OBS
 MH0406  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 MH0406  DYNAMIC HT  -         291.195 (meters)     955.36  (feet)  COMP
 MH0406  MODELED GRAV-     980,226.3   (mgal)                       NAVD 88
 MH0406
 MH0406  HORZ ORDER  -  A
 MH0406  VERT ORDER  -  SECOND    CLASS 0
 MH0406  ELLP ORDER  -  FOURTH    CLASS I
 MH0406
 MH0406.The horizontal coordinates were established by GPS observations
 MH0406.and adjusted by the National Geodetic Survey in July 2003..
 MH0406
 MH0406.The orthometric height was determined by differential leveling
 MH0406.and adjusted by the National Geodetic Survey in June 1991..
 MH0406
 MH0406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0406
 MH0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0406
 MH0406.The ellipsoidal height was determined by GPS observations
 MH0406.and is referenced to NAD 83.
 MH0406
 MH0406.The geoid height was determined by GEOID03.
 MH0406
 MH0406.The dynamic height is computed by dividing the NAVD 88
 MH0406.geopotential number by the normal gravity value computed on the
 MH0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0406.degrees latitude (g = 980.6199 gals.).
 MH0406
 MH0406.The modeled gravity was interpolated from observed gravity values.
 MH0406
 MH0406;                    North         East     Units Scale Factor Converg.
 MH0406;SPC IA N     - 1,053,054.308 1,499,018.637   MT  1.00001735   -0 00 28.9
 MH0406;UTM  15      - 4,647,419.762   457,595.678   MT  0.99962213   -0 20 32.4
 MH0406
 MH0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0406!SPC IA N     -   0.99995906  x   1.00001735  =   0.99997641
 MH0406!UTM  15      -   0.99995906  x   0.99962213  =   0.99958120
 MH0406
 MH0406                          SUPERSEDED SURVEY CONTROL
 MH0406
 MH0406  NAVD 88 (07/28/03)  291.31   (m)          955.7    (f) LEVELING    3  
 MH0406  NGVD 29 (??/??/92)  291.266  (m)          955.60   (f) ADJ UNCH    2 0
 MH0406
 MH0406.Superseded values are not recommended for survey control.
 MH0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0406.See file dsdata.txt to determine how the superseded data were derived.
 MH0406
 MH0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG5759647420(NAD 83)
 MH0406_MARKER: DB = BENCH MARK DISK
 MH0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0406_STAMPING: U 33 1934
 MH0406_MARK LOGO: CGS   
 MH0406_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0406+STABILITY: SURFACE MOTION
 MH0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0406+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 MH0406
 MH0406  HISTORY     - Date     Condition        Report By
 MH0406  HISTORY     - 1934     MONUMENTED       CGS
 MH0406  HISTORY     - 20030205 GOOD             IADT
 MH0406
 MH0406                          STATION DESCRIPTION
 MH0406
 MH0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0406'3.9 MI SW FROM NEVADA.
 MH0406'3.9 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0406'RAILWAY FROM THE STATION AT NEVADA, STORY COUNTY, 7 POLES
 MH0406'SOUTHWEST OF THE STATION AT SHIPLEY, AT A COUNTY ROAD CROSSING,
 MH0406'40 FEET WEST OF THE CENTERLINE OF THE ROAD.  42.2 FEET SOUTHEAST
 MH0406'OF THE SOUTHEAST RAIL, AND 8 FEET NORTHWEST OF A FENCE CORNER.
 MH0406'A STANDARD DISK, STAMPED U 33 1934 AND SET IN THE TOP OF A
 MH0406'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 MH0406
 MH0406                          STATION RECOVERY (2003)
 MH0406
 MH0406'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (RJM)
 MH0406'THE STATION IS LOCATED IN GRANT TWP, 3.9 MILES SW ALONG THE UNION
 MH0406'PACIFIC RAILROAD
 MH0406'(FORMERLY CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY) FROM THE WATER
 MH0406'TOWER AT 8TH ST IN
 MH0406'NEVADA AND 700 FT SOUTH OF THE NORTH QUARTER CORNER OF SECTION
 MH0406'27-83-23 WHICH IS ALSO
 MH0406'EVIDENTLY THE SW CORNER OF THE TOWN OF SHIPLEY.
 MH0406' 
 MH0406'TO REACH THE STATION FROM THE JUNCTION OF US HWY 30 AND COUNTY RD S14
 MH0406'(620TH AVE) IN
 MH0406'SOUTHWEST NEVADA, GO 2 MILES SOUTH ON RD S 14 TO THE INTERSECTION OF
 MH0406'COUNTY RD E 57
 MH0406'(260TH ST). GO 2.5 MILES WEST TO THE INTERSECTION OF 595TH AVE. GO
 MH0406'SOUTH 0.15 MILE TO THE
 MH0406'RAILROAD CROSSING AND THE STATION IN THE SW QUADRANT OF THE CROSSING.
 MH0406' 
 MH0406'THE STATION IS 42 FT (12.8 M) WEST OF THE CENTERLINE OF 595TH AVE, 45
 MH0406'FT (13.7 M) SE OF THE
 MH0406'CENTERLINE OF THE RAILS, 11.5 FT (3.5 M) WSW OF THE FACE OF A POWER
 MH0406'POLE, 6 FT (1.8 M) NW OF
 MH0406'THE RAILROAD R.O.W FENCE, FLUSH WITH THE GROUND.
 MH0406'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0697 ***********************************************************************
 OO0697  DESIGNATION -  U 34
 OO0697  PID         -  OO0697
 OO0697  STATE/COUNTY-  IA/WINNEBAGO
 OO0697  USGS QUAD   -  FOREST CITY (1972)
 OO0697
 OO0697                         *CURRENT SURVEY CONTROL
 OO0697  ___________________________________________________________________
 OO0697* NAD 83(1986)-  43 18 30.     (N)    093 38 57.     (W)     SCALED    
 OO0697* NAVD 88     -       369.816  (meters)    1213.30   (feet)  ADJUSTED  
 OO0697  ___________________________________________________________________
 OO0697  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 OO0697  DYNAMIC HT  -         369.704 (meters)    1212.94  (feet)  COMP
 OO0697  MODELED GRAV-     980,307.7   (mgal)                       NAVD 88
 OO0697
 OO0697  VERT ORDER  -  SECOND    CLASS 0
 OO0697
 OO0697.The horizontal coordinates were scaled from a topographic map and have
 OO0697.an estimated accuracy of +/- 6 seconds.
 OO0697
 OO0697.The orthometric height was determined by differential leveling
 OO0697.and adjusted by the National Geodetic Survey in June 1991..
 OO0697
 OO0697.The geoid height was determined by GEOID03.
 OO0697
 OO0697.The dynamic height is computed by dividing the NAVD 88
 OO0697.geopotential number by the normal gravity value computed on the
 OO0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0697.degrees latitude (g = 980.6199 gals.).
 OO0697
 OO0697.The modeled gravity was interpolated from observed gravity values.
 OO0697
 OO0697;                    North         East    Units  Estimated Accuracy
 OO0697;SPC IA N     - 1,200,880.    1,487,900.      MT  (+/- 180 meters Scaled)
 OO0697
 OO0697                          SUPERSEDED SURVEY CONTROL
 OO0697
 OO0697  NGVD 29 (??/??/92)  369.777  (m)         1213.18   (f) ADJ UNCH    2 0
 OO0697
 OO0697.Superseded values are not recommended for survey control.
 OO0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0697.See file dsdata.txt to determine how the superseded data were derived.
 OO0697
 OO0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH473952(NAD 83)
 OO0697_MARKER: DB = BENCH MARK DISK
 OO0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0697_STAMPING: U 34 1934
 OO0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0697+STABILITY: SURFACE MOTION
 OO0697
 OO0697  HISTORY     - Date     Condition        Report By
 OO0697  HISTORY     - 1934     MONUMENTED       CGS
 OO0697
 OO0697                          STATION DESCRIPTION
 OO0697
 OO0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0697'2.4 MI SW FROM LELAND.
 OO0697'2.4 MILES SOUTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILWAY FROM
 OO0697'THE STATION AT LELAND, 0.2 MILE SOUTH OF MILEPOST 149, 15 FEET EAST OF
 OO0697'THE FIRST POLE NORTH OF A RIGHT-OF-WAY GATE, 44.9 FEET WEST OF THE
 OO0697'WEST RAIL, 49 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT EAST OF THE
 OO0697'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 34 1934 AND SET IN THE
 OO0697'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THE
 OO0697'MINNEAPOLIS AND ST. LOUIS RAILWAY HAS BEEN MERGED WITH THE CHICAGO AND
 OO0697'NORTHWESTERN RAILWAY ON NOVEMBER 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0654 ***********************************************************************
 OO0654  DESIGNATION -  U 35
 OO0654  PID         -  OO0654
 OO0654  STATE/COUNTY-  IA/WORTH
 OO0654  USGS QUAD   -  CARPENTER (1972)
 OO0654
 OO0654                         *CURRENT SURVEY CONTROL
 OO0654  ___________________________________________________________________
 OO0654* NAD 83(1986)-  43 25 46.     (N)    093 03 12.     (W)     SCALED    
 OO0654* NAVD 88     -       359.365  (meters)    1179.02   (feet)  ADJUSTED  
 OO0654  ___________________________________________________________________
 OO0654  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 OO0654  DYNAMIC HT  -         359.297 (meters)    1178.79  (feet)  COMP
 OO0654  MODELED GRAV-     980,416.4   (mgal)                       NAVD 88
 OO0654
 OO0654  VERT ORDER  -  SECOND    CLASS 0
 OO0654
 OO0654.The horizontal coordinates were scaled from a topographic map and have
 OO0654.an estimated accuracy of +/- 6 seconds.
 OO0654
 OO0654.The orthometric height was determined by differential leveling
 OO0654.and adjusted by the National Geodetic Survey in June 1991..
 OO0654
 OO0654.The geoid height was determined by GEOID03.
 OO0654
 OO0654.The dynamic height is computed by dividing the NAVD 88
 OO0654.geopotential number by the normal gravity value computed on the
 OO0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0654.degrees latitude (g = 980.6199 gals.).
 OO0654
 OO0654.The modeled gravity was interpolated from observed gravity values.
 OO0654
 OO0654;                    North         East    Units  Estimated Accuracy
 OO0654;SPC IA N     - 1,214,420.    1,536,170.      MT  (+/- 180 meters Scaled)
 OO0654
 OO0654                          SUPERSEDED SURVEY CONTROL
 OO0654
 OO0654  NGVD 29 (??/??/92)  359.378  (m)         1179.06   (f) ADJ UNCH    2 0
 OO0654
 OO0654.Superseded values are not recommended for survey control.
 OO0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0654.See file dsdata.txt to determine how the superseded data were derived.
 OO0654
 OO0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ956085(NAD 83)
 OO0654_MARKER: DB = BENCH MARK DISK
 OO0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0654_STAMPING: U 35 1934
 OO0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0654+STABILITY: SURFACE MOTION
 OO0654
 OO0654  HISTORY     - Date     Condition        Report By
 OO0654  HISTORY     - 1934     MONUMENTED       CGS
 OO0654  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0654
 OO0654                          STATION DESCRIPTION
 OO0654
 OO0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0654'1.9 MI SW FROM MELTONVILLE.
 OO0654'1.9 MILES SOUTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0654'STATION AT MELTONVILLE, WORTH COUNTY, 158 FEET SOUTHWEST OF MILEPOST
 OO0654'37, 325 YARDS SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 105, 159 FEET
 OO0654'NORTHEAST OF WOODEN TRESTLE A 16/84, 46.8 FEET NORTHWEST OF THE
 OO0654'NORTHWEST RAIL, 3 FEET SOUTHWEST OF A FENCE CORNER, AND 2 FEET
 OO0654'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 35
 OO0654'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 OO0654'GROUND.
 OO0654
 OO0654                          STATION RECOVERY (1972)
 OO0654
 OO0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0217 ***********************************************************************
 OO0217  DESIGNATION -  U 36
 OO0217  PID         -  OO0217
 OO0217  STATE/COUNTY-  IA/CHICKASAW
 OO0217  USGS QUAD   -  IONIA (1972)
 OO0217
 OO0217                         *CURRENT SURVEY CONTROL
 OO0217  ___________________________________________________________________
 OO0217* NAD 83(1986)-  43 02 42.     (N)    092 28 32.     (W)     SCALED    
 OO0217* NAVD 88     -       342.407  (meters)    1123.38   (feet)  ADJUSTED  
 OO0217  ___________________________________________________________________
 OO0217  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 OO0217  DYNAMIC HT  -         342.305 (meters)    1123.05  (feet)  COMP
 OO0217  MODELED GRAV-     980,313.1   (mgal)                       NAVD 88
 OO0217
 OO0217  VERT ORDER  -  SECOND    CLASS 0
 OO0217
 OO0217.The horizontal coordinates were scaled from a topographic map and have
 OO0217.an estimated accuracy of +/- 6 seconds.
 OO0217
 OO0217.The orthometric height was determined by differential leveling
 OO0217.and adjusted by the National Geodetic Survey in June 1991..
 OO0217
 OO0217.The geoid height was determined by GEOID03.
 OO0217
 OO0217.The dynamic height is computed by dividing the NAVD 88
 OO0217.geopotential number by the normal gravity value computed on the
 OO0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0217.degrees latitude (g = 980.6199 gals.).
 OO0217
 OO0217.The modeled gravity was interpolated from observed gravity values.
 OO0217
 OO0217;                    North         East    Units  Estimated Accuracy
 OO0217;SPC IA N     - 1,172,120.    1,583,470.      MT  (+/- 180 meters Scaled)
 OO0217
 OO0217                          SUPERSEDED SURVEY CONTROL
 OO0217
 OO0217  NGVD 29 (??/??/92)  342.402  (m)         1123.36   (f) ADJ UNCH    2 0
 OO0217
 OO0217.Superseded values are not recommended for survey control.
 OO0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0217.See file dsdata.txt to determine how the superseded data were derived.
 OO0217
 OO0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH427659(NAD 83)
 OO0217_MARKER: DB = BENCH MARK DISK
 OO0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0217_STAMPING: U 36 1934
 OO0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0217+STABILITY: SURFACE MOTION
 OO0217
 OO0217  HISTORY     - Date     Condition        Report By
 OO0217  HISTORY     - 1934     MONUMENTED       CGS
 OO0217
 OO0217                          STATION DESCRIPTION
 OO0217
 OO0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0217'2.3 MI E FROM BASSETT.
 OO0217'2.3 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0217'RAILROAD FROM THE STATION AT BASSETT, 30 YARDS WEST OF A SECTION-ROAD
 OO0217'CROSSING, 42.4 FEET NORTH OF THE NORTH RAIL, 19.1 FEET WEST OF THE
 OO0217'CORNER OF A FENCE, AND 4.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 OO0217'STANDARD DISK, STAMPED U 36 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0217'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0489 ***********************************************************************
 ON0489  DESIGNATION -  U 37
 ON0489  PID         -  ON0489
 ON0489  STATE/COUNTY-  IA/WINNESHIEK
 ON0489  USGS QUAD   -  POSTVILLE NW (1981)
 ON0489
 ON0489                         *CURRENT SURVEY CONTROL
 ON0489  ___________________________________________________________________
 ON0489* NAD 83(1986)-  43 08 32.     (N)    091 45 00.     (W)     SCALED    
 ON0489* NAVD 88     -       385.315  (meters)    1264.15   (feet)  ADJUSTED  
 ON0489  ___________________________________________________________________
 ON0489  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 ON0489  DYNAMIC HT  -         385.220 (meters)    1263.84  (feet)  COMP
 ON0489  MODELED GRAV-     980,360.2   (mgal)                       NAVD 88
 ON0489
 ON0489  VERT ORDER  -  SECOND    CLASS 0
 ON0489
 ON0489.The horizontal coordinates were scaled from a topographic map and have
 ON0489.an estimated accuracy of +/- 6 seconds.
 ON0489
 ON0489.The orthometric height was determined by differential leveling
 ON0489.and adjusted by the National Geodetic Survey in June 1991..
 ON0489
 ON0489.The geoid height was determined by GEOID03.
 ON0489
 ON0489.The dynamic height is computed by dividing the NAVD 88
 ON0489.geopotential number by the normal gravity value computed on the
 ON0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0489.degrees latitude (g = 980.6199 gals.).
 ON0489
 ON0489.The modeled gravity was interpolated from observed gravity values.
 ON0489
 ON0489;                    North         East    Units  Estimated Accuracy
 ON0489;SPC IA N     - 1,183,890.    1,642,350.      MT  (+/- 180 meters Scaled)
 ON0489
 ON0489                          SUPERSEDED SURVEY CONTROL
 ON0489
 ON0489  NGVD 29 (??/??/92)  385.338  (m)         1264.23   (f) ADJ UNCH    2 0
 ON0489
 ON0489.Superseded values are not recommended for survey control.
 ON0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0489.See file dsdata.txt to determine how the superseded data were derived.
 ON0489
 ON0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH016773(NAD 83)
 ON0489_MARKER: DB = BENCH MARK DISK
 ON0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0489_STAMPING: U 37 1934
 ON0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0489+STABILITY: SURFACE MOTION
 ON0489
 ON0489  HISTORY     - Date     Condition        Report By
 ON0489  HISTORY     - 1934     MONUMENTED       CGS
 ON0489  HISTORY     - 1977     MARK NOT FOUND   USGS
 ON0489
 ON0489                          STATION DESCRIPTION
 ON0489
 ON0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0489'0.7 MI E FROM OSSIAN.
 ON0489'0.7 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 ON0489'RAILROAD FROM THE STATION AT OSSIAN, WINNESHIEK COUNTY, 45
 ON0489'YARDS NORTH OF THE CENTERLINE OF U.S. HIGHWAY 55, 71 FEET NORTH
 ON0489'OF THE NORTH RAIL OF A SOUTH SIDETRACK, 35 FEET NORTH OF THE
 ON0489'NORTH RAIL OF THE MAIN TRACK, AND 13 FEET SOUTH OF THE RIGHT-OF-WAY
 ON0489'FENCE.  A STANDARD DISK, STAMPED U 37 1934 AND SET IN THE TOP
 ON0489'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 ON0489
 ON0489                          STATION RECOVERY (1977)
 ON0489
 ON0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0215 ***********************************************************************
 OO0215  DESIGNATION -  U 38
 OO0215  PID         -  OO0215
 OO0215  STATE/COUNTY-  IA/CHICKASAW
 OO0215  USGS QUAD   -  NEW HAMPTON (1972)
 OO0215
 OO0215                         *CURRENT SURVEY CONTROL
 OO0215  ___________________________________________________________________
 OO0215* NAD 83(1986)-  43 03 06.     (N)    092 18 24.     (W)     SCALED    
 OO0215* NAVD 88     -       346.903  (meters)    1138.13   (feet)  ADJUSTED  
 OO0215  ___________________________________________________________________
 OO0215  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 OO0215  DYNAMIC HT  -         346.804 (meters)    1137.81  (feet)  COMP
 OO0215  MODELED GRAV-     980,325.3   (mgal)                       NAVD 88
 OO0215
 OO0215  VERT ORDER  -  SECOND    CLASS 0
 OO0215
 OO0215.The horizontal coordinates were scaled from a topographic map and have
 OO0215.an estimated accuracy of +/- 6 seconds.
 OO0215
 OO0215.The orthometric height was determined by differential leveling
 OO0215.and adjusted by the National Geodetic Survey in June 1991..
 OO0215
 OO0215.The geoid height was determined by GEOID03.
 OO0215
 OO0215.The dynamic height is computed by dividing the NAVD 88
 OO0215.geopotential number by the normal gravity value computed on the
 OO0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0215.degrees latitude (g = 980.6199 gals.).
 OO0215
 OO0215.The modeled gravity was interpolated from observed gravity values.
 OO0215
 OO0215;                    North         East    Units  Estimated Accuracy
 OO0215;SPC IA N     - 1,173,040.    1,597,220.      MT  (+/- 180 meters Scaled)
 OO0215
 OO0215                          SUPERSEDED SURVEY CONTROL
 OO0215
 OO0215  NGVD 29 (??/??/92)  346.903  (m)         1138.13   (f) ADJ UNCH    2 0
 OO0215
 OO0215.Superseded values are not recommended for survey control.
 OO0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0215.See file dsdata.txt to determine how the superseded data were derived.
 OO0215
 OO0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH564667(NAD 83)
 OO0215_MARKER: DB = BENCH MARK DISK
 OO0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0215_STAMPING: U 38 1934
 OO0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0215+STABILITY: SURFACE MOTION
 OO0215
 OO0215  HISTORY     - Date     Condition        Report By
 OO0215  HISTORY     - 1934     MONUMENTED       CGS
 OO0215  HISTORY     - 1942     GOOD             NGS
 OO0215  HISTORY     - 1984     MARK NOT FOUND   NGS
 OO0215
 OO0215                          STATION DESCRIPTION
 OO0215
 OO0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OO0215'0.6 MI SE FROM NEW HAMPTON.
 OO0215'0.6 MILE SOUTHEAST ALONG THE CHICAGO, GREAT WESTERN RAILROAD FROM THE
 OO0215'STATION AT NEW HAMPTON, 0.2 MILE SOUTHEAST OF MILEPOST 146, 260 YARDS
 OO0215'NORTHWEST OF A HIGHWAY OVERPASS, 170 YARDS SOUTHEAST OF THE CENTERLINE
 OO0215'OF A 3-FOOT CONCRETE CULVERT UNDER THE TRACK, 52.4 FEET SOUTHWEST OF
 OO0215'THE SOUTHWEST RAIL, 27 FEET NORTHEAST OF THE CENTERLINE OF A GRADED
 OO0215'CROSS ROAD, AND 2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE. A STANDARD
 OO0215'DISK, STAMPED U 38 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0215'PROJECTING 6 INCHES ABOVE GROUND.
 OO0215
 OO0215                          STATION RECOVERY (1984)
 OO0215
 OO0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OO0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0256 ***********************************************************************
 OO0256  DESIGNATION -  U 39
 OO0256  PID         -  OO0256
 OO0256  STATE/COUNTY-  IA/CHICKASAW
 OO0256  USGS QUAD   -  BASSETT (1971)
 OO0256
 OO0256                         *CURRENT SURVEY CONTROL
 OO0256  ___________________________________________________________________
 OO0256* NAD 83(1986)-  43 00 02.     (N)    092 33 28.     (W)     SCALED    
 OO0256* NAVD 88     -       301.404  (meters)     988.86   (feet)  ADJUSTED  
 OO0256  ___________________________________________________________________
 OO0256  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 OO0256  DYNAMIC HT  -         301.311 (meters)     988.55  (feet)  COMP
 OO0256  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 OO0256
 OO0256  VERT ORDER  -  SECOND    CLASS 0
 OO0256
 OO0256.The horizontal coordinates were scaled from a topographic map and have
 OO0256.an estimated accuracy of +/- 6 seconds.
 OO0256
 OO0256.The orthometric height was determined by differential leveling
 OO0256.and adjusted by the National Geodetic Survey in June 1991..
 OO0256
 OO0256.The geoid height was determined by GEOID03.
 OO0256
 OO0256.The dynamic height is computed by dividing the NAVD 88
 OO0256.geopotential number by the normal gravity value computed on the
 OO0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0256.degrees latitude (g = 980.6199 gals.).
 OO0256
 OO0256.The modeled gravity was interpolated from observed gravity values.
 OO0256
 OO0256;                    North         East    Units  Estimated Accuracy
 OO0256;SPC IA N     - 1,167,110.    1,576,830.      MT  (+/- 180 meters Scaled)
 OO0256
 OO0256                          SUPERSEDED SURVEY CONTROL
 OO0256
 OO0256  NGVD 29 (??/??/92)  301.398  (m)          988.84   (f) ADJ UNCH    2 0
 OO0256
 OO0256.Superseded values are not recommended for survey control.
 OO0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0256.See file dsdata.txt to determine how the superseded data were derived.
 OO0256
 OO0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH360609(NAD 83)
 OO0256_MARKER: DB = BENCH MARK DISK
 OO0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0256_STAMPING: U 39 1934
 OO0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0256+STABILITY: SURFACE MOTION
 OO0256
 OO0256  HISTORY     - Date     Condition        Report By
 OO0256  HISTORY     - 1934     MONUMENTED       CGS
 OO0256  HISTORY     - 1969     MARK NOT FOUND   USGS
 OO0256
 OO0256                          STATION DESCRIPTION
 OO0256
 OO0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0256'3.9 MI N FROM NASHUA.
 OO0256'3.9 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 OO0256'AT NASHUA, CHICKASAW COUNTY, 2 POLES SOUTH OF MILEPOST 34, 46.4 FEET
 OO0256'WEST OF THE WEST RAIL, AND 2.4 FEET EAST OF THE RIGHT OF WAY FENCE. A
 OO0256'STANDARD DISK, STAMPED U 39 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0256'PROJECTING 6 INCHES ABOVE GROUND.
 OO0256
 OO0256                          STATION RECOVERY (1969)
 OO0256
 OO0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OO0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0201 ***********************************************************************
 MH0201  DESIGNATION -  U 4
 MH0201  PID         -  MH0201
 MH0201  STATE/COUNTY-  IA/POLK
 MH0201  USGS QUAD   -  ALTOONA (1972)
 MH0201
 MH0201                         *CURRENT SURVEY CONTROL
 MH0201  ___________________________________________________________________
 MH0201* NAD 83(1986)-  41 39 23.     (N)    093 22 37.     (W)     SCALED    
 MH0201* NAVD 88     -       287.128  (meters)     942.02   (feet)  ADJUSTED  
 MH0201  ___________________________________________________________________
 MH0201  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 MH0201  DYNAMIC HT  -         287.006 (meters)     941.62  (feet)  COMP
 MH0201  MODELED GRAV-     980,191.7   (mgal)                       NAVD 88
 MH0201
 MH0201  VERT ORDER  -  FIRST     CLASS II
 MH0201
 MH0201.The horizontal coordinates were scaled from a topographic map and have
 MH0201.an estimated accuracy of +/- 6 seconds.
 MH0201
 MH0201.The orthometric height was determined by differential leveling
 MH0201.and adjusted by the National Geodetic Survey in June 1991..
 MH0201
 MH0201.The geoid height was determined by GEOID03.
 MH0201
 MH0201.The dynamic height is computed by dividing the NAVD 88
 MH0201.geopotential number by the normal gravity value computed on the
 MH0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0201.degrees latitude (g = 980.6199 gals.).
 MH0201
 MH0201.The modeled gravity was interpolated from observed gravity values.
 MH0201
 MH0201;                    North         East    Units  Estimated Accuracy
 MH0201;SPC IA S     -   183,950.      510,250.      MT  (+/- 180 meters Scaled)
 MH0201
 MH0201                          SUPERSEDED SURVEY CONTROL
 MH0201
 MH0201  NGVD 29 (??/??/92)  287.087  (m)          941.88   (f) ADJ UNCH    1 2
 MH0201
 MH0201.Superseded values are not recommended for survey control.
 MH0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0201.See file dsdata.txt to determine how the superseded data were derived.
 MH0201
 MH0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG686116(NAD 83)
 MH0201_MARKER: DB = BENCH MARK DISK
 MH0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0201_SP_SET: BRIDGE
 MH0201_STAMPING: 941.885 U 4 1930
 MH0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0201
 MH0201  HISTORY     - Date     Condition        Report By
 MH0201  HISTORY     - 1930     MONUMENTED       CGS
 MH0201  HISTORY     - 1934     GOOD             NGS
 MH0201  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 MH0201
 MH0201                          STATION DESCRIPTION
 MH0201
 MH0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0201'0.9 MI W FROM NOBLETON.
 MH0201'0.9 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MH0201'FROM NOBLETON, POLK COUNTY, 300 YARDS WEST OF A ROAD CROSSING,
 MH0201'150 YARDS EAST OF A STATION-ONE-MILE SIGN, AT A BRIDGE, AND IN
 MH0201'THE TOP OF THE NORTH END OF THE EAST ABUTMENT.  A STANDARD
 MH0201'DISK, STAMPED 941.885 U 4 1930.
 MH0201
 MH0201                          STATION RECOVERY (1995)
 MH0201
 MH0201'RECOVERY NOTE BY US POWER SQUADRON 1995
 MH0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0281 ***********************************************************************
 OO0281  DESIGNATION -  U 40
 OO0281  PID         -  OO0281
 OO0281  STATE/COUNTY-  IA/MITCHELL
 OO0281  USGS QUAD   -  ST ANSGAR (1972)
 OO0281
 OO0281                         *CURRENT SURVEY CONTROL
 OO0281  ___________________________________________________________________
 OO0281* NAD 83(1986)-  43 29 15.     (N)    092 56 33.     (W)     SCALED    
 OO0281* NAVD 88     -       357.243  (meters)    1172.05   (feet)  ADJUSTED  
 OO0281  ___________________________________________________________________
 OO0281  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 OO0281  DYNAMIC HT  -         357.170 (meters)    1171.82  (feet)  COMP
 OO0281  MODELED GRAV-     980,405.1   (mgal)                       NAVD 88
 OO0281
 OO0281  VERT ORDER  -  SECOND    CLASS 0
 OO0281
 OO0281.The horizontal coordinates were scaled from a topographic map and have
 OO0281.an estimated accuracy of +/- 6 seconds.
 OO0281
 OO0281.The orthometric height was determined by differential leveling
 OO0281.and adjusted by the National Geodetic Survey in June 1991..
 OO0281
 OO0281.The geoid height was determined by GEOID03.
 OO0281
 OO0281.The dynamic height is computed by dividing the NAVD 88
 OO0281.geopotential number by the normal gravity value computed on the
 OO0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0281.degrees latitude (g = 980.6199 gals.).
 OO0281
 OO0281.The modeled gravity was interpolated from observed gravity values.
 OO0281
 OO0281;                    North         East    Units  Estimated Accuracy
 OO0281;SPC IA N     - 1,220,930.    1,545,100.      MT  (+/- 180 meters Scaled)
 OO0281
 OO0281                          SUPERSEDED SURVEY CONTROL
 OO0281
 OO0281  NGVD 29 (??/??/92)  357.251  (m)         1172.08   (f) ADJ UNCH    2 0
 OO0281
 OO0281.Superseded values are not recommended for survey control.
 OO0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0281.See file dsdata.txt to determine how the superseded data were derived.
 OO0281
 OO0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ046149(NAD 83)
 OO0281_MARKER: DB = BENCH MARK DISK
 OO0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0281_STAMPING: U 40 1934
 OO0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0281+STABILITY: SURFACE MOTION
 OO0281
 OO0281  HISTORY     - Date     Condition        Report By
 OO0281  HISTORY     - 1934     MONUMENTED       CGS
 OO0281
 OO0281                          STATION DESCRIPTION
 OO0281
 OO0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0281'1.1 MI SE FROM LYLE, MN.
 OO0281'IN MITCHELL COUNTY, IOWA, 1.1 MILES SOUTHEAST ALONG THE ILLINOIS
 OO0281'CENTRAL RAILROAD FROM THE STATION AT LYLE, MOWER COUNTY, MINNESOTA,
 OO0281'0.8 MILE SOUTHEAST OF THE IOWA-MINNESOTA STATE LINE, 0.3 MILE
 OO0281'SOUTHEAST OF MILEPOST CF 75, 79 FEET NORTHWEST OF THE SECTION ROAD
 OO0281'CROSSING OF A SIDETRACK, 92.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 OO0281'THE MAIN TRACK, 20.5 FEET NORTH OF A FENCE CORNER, AND 2 FEET EAST OF
 OO0281'THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED U 40 1934 AND SET IN
 OO0281'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0244 ***********************************************************************
 OO0244  DESIGNATION -  U 41
 OO0244  PID         -  OO0244
 OO0244  STATE/COUNTY-  IA/HOWARD
 OO0244  USGS QUAD   -  CRESCO NW (1981)
 OO0244
 OO0244                         *CURRENT SURVEY CONTROL
 OO0244  ___________________________________________________________________
 OO0244* NAD 83(1986)-  43 22 42.     (N)    092 09 37.     (W)     SCALED    
 OO0244* NAVD 88     -       390.341  (meters)    1280.64   (feet)  ADJUSTED  
 OO0244  ___________________________________________________________________
 OO0244  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 OO0244  DYNAMIC HT  -         390.242 (meters)    1280.32  (feet)  COMP
 OO0244  MODELED GRAV-     980,354.5   (mgal)                       NAVD 88
 OO0244
 OO0244  VERT ORDER  -  SECOND    CLASS 0
 OO0244
 OO0244.The horizontal coordinates were scaled from a topographic map and have
 OO0244.an estimated accuracy of +/- 6 seconds.
 OO0244
 OO0244.The orthometric height was determined by differential leveling
 OO0244.and adjusted by the National Geodetic Survey in June 1991..
 OO0244
 OO0244.The geoid height was determined by GEOID03.
 OO0244
 OO0244.The dynamic height is computed by dividing the NAVD 88
 OO0244.geopotential number by the normal gravity value computed on the
 OO0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0244.degrees latitude (g = 980.6199 gals.).
 OO0244
 OO0244.The modeled gravity was interpolated from observed gravity values.
 OO0244
 OO0244;                    North         East    Units  Estimated Accuracy
 OO0244;SPC IA N     - 1,209,510.    1,608,570.      MT  (+/- 180 meters Scaled)
 OO0244
 OO0244                          SUPERSEDED SURVEY CONTROL
 OO0244
 OO0244  NGVD 29 (??/??/92)  390.335  (m)         1280.62   (f) ADJ UNCH    2 0
 OO0244
 OO0244.Superseded values are not recommended for survey control.
 OO0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0244.See file dsdata.txt to determine how the superseded data were derived.
 OO0244
 OO0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ680031(NAD 83)
 OO0244_MARKER: DB = BENCH MARK DISK
 OO0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0244_STAMPING: U 41 1934
 OO0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0244+STABILITY: SURFACE MOTION
 OO0244
 OO0244  HISTORY     - Date     Condition        Report By
 OO0244  HISTORY     - 1934     MONUMENTED       CGS
 OO0244  HISTORY     - 1977     MARK NOT FOUND   USGS
 OO0244
 OO0244                          STATION DESCRIPTION
 OO0244
 OO0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0244'2.2 MI NW FROM CRESCO.
 OO0244'2.2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0244'RAILROAD STATION AT CRESCO, HOWARD COUNTY, 220 YARDS WEST OF THE
 OO0244'CENTER OF A ROAD CROSSING, 37 YARDS WEST OF A FENCE LINE CORNER, 45
 OO0244'FEET NORTH OF THE NORTH RAIL, AND 3 FEET SOUTH OF THE RIGHT-OF-WAY
 OO0244'FENCE.  A STANDARD DISK, STAMPED U 41 1934 AND SET IN THE TOP OF A
 OO0244'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OO0244
 OO0244                          STATION RECOVERY (1977)
 OO0244
 OO0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OO0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0473 ***********************************************************************
 ON0473  DESIGNATION -  U 42
 ON0473  PID         -  ON0473
 ON0473  STATE/COUNTY-  IA/WINNESHIEK
 ON0473  USGS QUAD   -  BURR OAK (1981)
 ON0473
 ON0473                         *CURRENT SURVEY CONTROL
 ON0473  ___________________________________________________________________
 ON0473* NAD 83(1986)-  43 24 34.     (N)    091 51 21.     (W)     SCALED    
 ON0473* NAVD 88     -       361.628  (meters)    1186.44   (feet)  ADJUSTED  
 ON0473  ___________________________________________________________________
 ON0473  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ON0473  DYNAMIC HT  -         361.548 (meters)    1186.18  (feet)  COMP
 ON0473  MODELED GRAV-     980,385.8   (mgal)                       NAVD 88
 ON0473
 ON0473  VERT ORDER  -  SECOND    CLASS 0
 ON0473
 ON0473.The horizontal coordinates were scaled from a topographic map and have
 ON0473.an estimated accuracy of +/- 6 seconds.
 ON0473
 ON0473.The orthometric height was determined by differential leveling
 ON0473.and adjusted by the National Geodetic Survey in June 1991..
 ON0473
 ON0473.The geoid height was determined by GEOID03.
 ON0473
 ON0473.The dynamic height is computed by dividing the NAVD 88
 ON0473.geopotential number by the normal gravity value computed on the
 ON0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0473.degrees latitude (g = 980.6199 gals.).
 ON0473
 ON0473.The modeled gravity was interpolated from observed gravity values.
 ON0473
 ON0473;                    North         East    Units  Estimated Accuracy
 ON0473;SPC IA N     - 1,213,400.    1,633,170.      MT  (+/- 180 meters Scaled)
 ON0473
 ON0473                          SUPERSEDED SURVEY CONTROL
 ON0473
 ON0473  NGVD 29 (??/??/92)  361.645  (m)         1186.50   (f) ADJ UNCH    2 0
 ON0473
 ON0473.Superseded values are not recommended for survey control.
 ON0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0473.See file dsdata.txt to determine how the superseded data were derived.
 ON0473
 ON0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ926069(NAD 83)
 ON0473_MARKER: DB = BENCH MARK DISK
 ON0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0473_STAMPING: U 42 1934
 ON0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0473+STABILITY: SURFACE MOTION
 ON0473
 ON0473  HISTORY     - Date     Condition        Report By
 ON0473  HISTORY     - 1934     MONUMENTED       CGS
 ON0473
 ON0473                          STATION DESCRIPTION
 ON0473
 ON0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0473'3.6 MI S FROM BURROAK.
 ON0473'3.6 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE AT
 ON0473'BURROAK, WINNESHICK COUNTY, 175 YARDS SOUTH OF A FARM ENTRANCE
 ON0473'ROAD LEADING EAST, 50 YARDS NORTH OF A CURVE FROM SOUTH TO
 ON0473'SOUTHEAST, 31.3 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 ON0473'1.2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 ON0473'STAMPED U 42 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ON0473'ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0474 ***********************************************************************
 ON0474  DESIGNATION -  U 42 RESET
 ON0474  PID         -  ON0474
 ON0474  STATE/COUNTY-  IA/WINNESHIEK
 ON0474  USGS QUAD   -  BURR OAK (1981)
 ON0474
 ON0474                         *CURRENT SURVEY CONTROL
 ON0474  ___________________________________________________________________
 ON0474* NAD 83(1986)-  43 24 34.     (N)    091 51 21.     (W)     SCALED    
 ON0474* NAVD 88     -       362.35   (meters)    1188.8    (feet)  RESET     
 ON0474  ___________________________________________________________________
 ON0474  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ON0474
 ON0474  VERT ORDER  -  THIRD
 ON0474
 ON0474.The horizontal coordinates were scaled from a topographic map and have
 ON0474.an estimated accuracy of +/- 6 seconds.
 ON0474
 ON0474.The orthometric height was computed from unverified reset data.
 ON0474
 ON0474.The geoid height was determined by GEOID03.
 ON0474
 ON0474;                    North         East    Units  Estimated Accuracy
 ON0474;SPC IA N     - 1,213,400.    1,633,170.      MT  (+/- 180 meters Scaled)
 ON0474
 ON0474                          SUPERSEDED SURVEY CONTROL
 ON0474
 ON0474.No superseded survey control is available for this station.
 ON0474
 ON0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ926069(NAD 83)
 ON0474_MARKER: DB = BENCH MARK DISK
 ON0474_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0474_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0474_STAMPING: U 42 RESET 1973
 ON0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0474
 ON0474  HISTORY     - Date     Condition        Report By
 ON0474  HISTORY     - 1973     MONUMENTED       NGS
 ON0474
 ON0474                          STATION DESCRIPTION
 ON0474
 ON0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 ON0474'3.4 MI S FROM BURROAK.
 ON0474'TO REACH THE BENCH MARK FROM THE POST OFFICE IN BURROAK, GO SOUTH
 ON0474'ON U.S. HIGHWAY 52 FOR 3.45 MILE TO THE BENCH MARK ON THE LEFT.
 ON0474'THE BENCH MARK IS A STANDARD DISK STAMPED U 42 RESET 1973,
 ON0474'SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10
 ON0474'INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 ON0474'PIPE AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 15
 ON0474'FEET NORTH OF A CORNER FENCE POST, 1 FOOT SOUTH OF A METAL WITNESS
 ON0474'POST, 1 FOOT WEST OF A NORTH-SOUTH FENCE AND 0.05 MILE SOUTH OF
 ON0474'A TWO-STORY HOUSE ON EAST SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0125 ***********************************************************************
 MH0125  DESIGNATION -  U 5
 MH0125  PID         -  MH0125
 MH0125  STATE/COUNTY-  IA/MAHASKA
 MH0125  USGS QUAD   -  EDDYVILLE (1968)
 MH0125
 MH0125                         *CURRENT SURVEY CONTROL
 MH0125  ___________________________________________________________________
 MH0125* NAD 83(1986)-  41 10 49.     (N)    092 38 28.     (W)     SCALED    
 MH0125* NAVD 88     -       205.585  (meters)     674.49   (feet)  ADJUSTED  
 MH0125  ___________________________________________________________________
 MH0125  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 MH0125  DYNAMIC HT  -         205.494 (meters)     674.19  (feet)  COMP
 MH0125  MODELED GRAV-     980,176.4   (mgal)                       NAVD 88
 MH0125
 MH0125  VERT ORDER  -  FIRST     CLASS II
 MH0125
 MH0125.The horizontal coordinates were scaled from a topographic map and have
 MH0125.an estimated accuracy of +/- 6 seconds.
 MH0125
 MH0125.The orthometric height was determined by differential leveling
 MH0125.and adjusted by the National Geodetic Survey in June 1991..
 MH0125
 MH0125.The geoid height was determined by GEOID03.
 MH0125
 MH0125.The dynamic height is computed by dividing the NAVD 88
 MH0125.geopotential number by the normal gravity value computed on the
 MH0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0125.degrees latitude (g = 980.6199 gals.).
 MH0125
 MH0125.The modeled gravity was interpolated from observed gravity values.
 MH0125
 MH0125;                    North         East    Units  Estimated Accuracy
 MH0125;SPC IA S     -   131,420.      572,060.      MT  (+/- 180 meters Scaled)
 MH0125
 MH0125                          SUPERSEDED SURVEY CONTROL
 MH0125
 MH0125  NGVD 29 (??/??/92)  205.570  (m)          674.44   (f) ADJ UNCH    1 2
 MH0125
 MH0125.Superseded values are not recommended for survey control.
 MH0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0125.See file dsdata.txt to determine how the superseded data were derived.
 MH0125
 MH0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF301588(NAD 83)
 MH0125_MARKER: DB = BENCH MARK DISK
 MH0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0125_SP_SET: BRIDGE
 MH0125_STAMPING: 674.441 U 5 1930
 MH0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0125
 MH0125  HISTORY     - Date     Condition        Report By
 MH0125  HISTORY     - 1930     MONUMENTED       CGS
 MH0125  HISTORY     - 1935     GOOD             NGS
 MH0125  HISTORY     - 1984     GOOD             NGS
 MH0125
 MH0125                          STATION DESCRIPTION
 MH0125
 MH0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MH0125'1 MI N FROM EDDYVILLE.
 MH0125'IN MAHASKA COUNTY, 1.0 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND
 MH0125'AND PACIFIC RAILWAY FROM EDDYVILLE, WAPELLO COUNTY, 150 FEET SOUTH
 MH0125'OF THE OVERHEAD CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY,
 MH0125'200 FEET WEST OF STATE HIGHWAY 137, AT BRIDGE 932, AND IN THE TOP
 MH0125'OF THE EAST END OF THE SOUTH ABUTMENT.  A STANDARD DISK, STAMPED
 MH0125'674.441 U 5 1930.
 MH0125
 MH0125                          STATION RECOVERY (1984)
 MH0125
 MH0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MH0125'ABOUT 3.21 KM (2.0 MI) NORTH ALONG STATE HIGHWAY 137, FROM THE
 MH0125'JUNCTION WITH STATE HIGHWAY 23 AT EDDYVILLE , TO THE MARK ON THE
 MH0125'LEFT, ABOUT 61 M (200 FT) WEST FROM THE HIGHWAY, ABOUT 61 M 1200 FT)
 MH0125'SOUTH FROM A GRADED ROAD LEADING WEST AND IN THE TOP OF THE EAST END
 MH0125'OF THE SOUTH ABUTMENT OF A RAILROAD BRIDGE. THE GROUT AND SOME
 MH0125'CONCRETE HAD ERODED AWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0469 ***********************************************************************
 MG0469  DESIGNATION -  U 6
 MG0469  PID         -  MG0469
 MG0469  STATE/COUNTY-  IA/WASHINGTON
 MG0469  USGS QUAD   -  WEST CHESTER (1973)
 MG0469
 MG0469                         *CURRENT SURVEY CONTROL
 MG0469  ___________________________________________________________________
 MG0469* NAD 83(1986)-  41 15 54.     (N)    091 49 42.     (W)     SCALED    
 MG0469* NAVD 88     -       220.825  (meters)     724.49   (feet)  ADJUSTED  
 MG0469  ___________________________________________________________________
 MG0469  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MG0469  DYNAMIC HT  -         220.730 (meters)     724.18  (feet)  COMP
 MG0469  MODELED GRAV-     980,189.9   (mgal)                       NAVD 88
 MG0469
 MG0469  VERT ORDER  -  FIRST     CLASS II
 MG0469
 MG0469.The horizontal coordinates were scaled from a topographic map and have
 MG0469.an estimated accuracy of +/- 6 seconds.
 MG0469
 MG0469.The orthometric height was determined by differential leveling
 MG0469.and adjusted by the National Geodetic Survey in June 1991..
 MG0469
 MG0469.The geoid height was determined by GEOID03.
 MG0469
 MG0469.The dynamic height is computed by dividing the NAVD 88
 MG0469.geopotential number by the normal gravity value computed on the
 MG0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0469.degrees latitude (g = 980.6199 gals.).
 MG0469
 MG0469.The modeled gravity was interpolated from observed gravity values.
 MG0469
 MG0469;                    North         East    Units  Estimated Accuracy
 MG0469;SPC IA S     -   141,820.      640,070.      MT  (+/- 180 meters Scaled)
 MG0469
 MG0469                          SUPERSEDED SURVEY CONTROL
 MG0469
 MG0469  NGVD 29 (??/??/92)  220.852  (m)          724.58   (f) ADJ UNCH    1 2
 MG0469
 MG0469.Superseded values are not recommended for survey control.
 MG0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0469.See file dsdata.txt to determine how the superseded data were derived.
 MG0469
 MG0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF981688(NAD 83)
 MG0469_MARKER: DB = BENCH MARK DISK
 MG0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0469_SP_SET: BRIDGE
 MG0469_STAMPING: 724.579 U 6 1930
 MG0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0469
 MG0469  HISTORY     - Date     Condition        Report By
 MG0469  HISTORY     - 1930     MONUMENTED       CGS
 MG0469  HISTORY     - 1941     GOOD             NGS
 MG0469
 MG0469                          STATION DESCRIPTION
 MG0469
 MG0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0469'1.5 MI NE FROM WELLSTON.
 MG0469'1.5 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0469'AND PACIFIC RAILROAD FROM WELLSTON, AND IN THE SOUTH SIDE OF A
 MG0469'CONCRETE CATTLE PASS BRIDGE 1-1082.  A STANDARD DISK STAMPED
 MG0469'724.579 U 6 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0186 ***********************************************************************
 LE0186  DESIGNATION -  U 7
 LE0186  PID         -  LE0186
 LE0186  STATE/COUNTY-  IA/APPANOOSE
 LE0186  USGS QUAD   -  CENTERVILLE EAST (1979)
 LE0186
 LE0186                         *CURRENT SURVEY CONTROL
 LE0186  ___________________________________________________________________
 LE0186* NAD 83(1986)-  40 39 01.     (N)    092 48 27.     (W)     SCALED    
 LE0186* NAVD 88     -       272.095  (meters)     892.70   (feet)  ADJUSTED  
 LE0186  ___________________________________________________________________
 LE0186  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LE0186  DYNAMIC HT  -         271.960 (meters)     892.26  (feet)  COMP
 LE0186  MODELED GRAV-     980,120.7   (mgal)                       NAVD 88
 LE0186
 LE0186  VERT ORDER  -  FIRST     CLASS II
 LE0186
 LE0186.The horizontal coordinates were scaled from a topographic map and have
 LE0186.an estimated accuracy of +/- 6 seconds.
 LE0186
 LE0186.The orthometric height was determined by differential leveling
 LE0186.and adjusted by the National Geodetic Survey in June 1991..
 LE0186
 LE0186.The geoid height was determined by GEOID03.
 LE0186
 LE0186.The dynamic height is computed by dividing the NAVD 88
 LE0186.geopotential number by the normal gravity value computed on the
 LE0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0186.degrees latitude (g = 980.6199 gals.).
 LE0186
 LE0186.The modeled gravity was interpolated from observed gravity values.
 LE0186
 LE0186;                    North         East    Units  Estimated Accuracy
 LE0186;SPC IA S     -    72,450.      558,570.      MT  (+/- 180 meters Scaled)
 LE0186
 LE0186                          SUPERSEDED SURVEY CONTROL
 LE0186
 LE0186  NGVD 29 (??/??/92)  272.077  (m)          892.64   (f) ADJ UNCH    1 2
 LE0186
 LE0186.Superseded values are not recommended for survey control.
 LE0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0186.See file dsdata.txt to determine how the superseded data were derived.
 LE0186
 LE0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE162999(NAD 83)
 LE0186_MARKER: DB = BENCH MARK DISK
 LE0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0186_SP_SET: CULVERT
 LE0186_STAMPING: U 7 1930
 LE0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0186
 LE0186  HISTORY     - Date     Condition        Report By
 LE0186  HISTORY     - 1930     MONUMENTED       CGS
 LE0186  HISTORY     - 1934     GOOD             NGS
 LE0186
 LE0186                          STATION DESCRIPTION
 LE0186
 LE0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LE0186'2.5 MI E FROM EXLINE.
 LE0186'2.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0186'FROM EXLINE, APPANOOSE COUNTY, 7/16 MILE EAST OF MILEPOST 107,
 LE0186'1/4 MILE WEST OF AN OLD ABANDONED COAL MINE, 1/16 MILE EAST OF
 LE0186'ANOTHER ABANDONED MINE, AND IN THE NORTH END OF A ROUND
 LE0186'CULVERT.  A STANDARD DISK, STAMPED U 7 1930.  NOTE-- IT WAS
 LE0186'REPORTED IN 1934 THAT THIS BENCH MARK HAS BEEN DISTURBED.  THE
 LE0186'ELEVATION GIVEN IS NO LONGER ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0343 ***********************************************************************
 MG0343  DESIGNATION -  U 70
 MG0343  PID         -  MG0343
 MG0343  STATE/COUNTY-  IA/CLINTON
 MG0343  USGS QUAD   -  WHEATLAND (1991)
 MG0343
 MG0343                         *CURRENT SURVEY CONTROL
 MG0343  ___________________________________________________________________
 MG0343* NAD 83(1986)-  41 49 50.     (N)    090 49 44.     (W)     SCALED    
 MG0343* NAVD 88     -       206.942  (meters)     678.94   (feet)  ADJUSTED  
 MG0343  ___________________________________________________________________
 MG0343  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MG0343  DYNAMIC HT  -         206.868 (meters)     678.70  (feet)  COMP
 MG0343  MODELED GRAV-     980,261.6   (mgal)                       NAVD 88
 MG0343
 MG0343  VERT ORDER  -  SECOND    CLASS 0
 MG0343
 MG0343.The horizontal coordinates were scaled from a topographic map and have
 MG0343.an estimated accuracy of +/- 6 seconds.
 MG0343
 MG0343.The orthometric height was determined by differential leveling
 MG0343.and adjusted by the National Geodetic Survey in June 1991..
 MG0343
 MG0343.The geoid height was determined by GEOID03.
 MG0343
 MG0343.The dynamic height is computed by dividing the NAVD 88
 MG0343.geopotential number by the normal gravity value computed on the
 MG0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0343.degrees latitude (g = 980.6199 gals.).
 MG0343
 MG0343.The modeled gravity was interpolated from observed gravity values.
 MG0343
 MG0343;                    North         East    Units  Estimated Accuracy
 MG0343;SPC IA S     -   206,700.      721,860.      MT  (+/- 180 meters Scaled)
 MG0343
 MG0343                          SUPERSEDED SURVEY CONTROL
 MG0343
 MG0343  NGVD 29 (??/??/92)  206.986  (m)          679.09   (f) ADJ UNCH    2 0
 MG0343
 MG0343.Superseded values are not recommended for survey control.
 MG0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0343.See file dsdata.txt to determine how the superseded data were derived.
 MG0343
 MG0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG802332(NAD 83)
 MG0343_MARKER: DB = BENCH MARK DISK
 MG0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0343_STAMPING: U 70 1934
 MG0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0343+STABILITY: SURFACE MOTION
 MG0343
 MG0343  HISTORY     - Date     Condition        Report By
 MG0343  HISTORY     - 1934     MONUMENTED       CGS
 MG0343  HISTORY     - 1943     MARK NOT FOUND   NGS
 MG0343  HISTORY     - 19941118 MARK NOT FOUND   USPSQD
 MG0343  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MG0343
 MG0343                          STATION DESCRIPTION
 MG0343
 MG0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MG0343'AT WHEATLAND.
 MG0343'AT WHEATLAND, CLINTON COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 MG0343'PAUL AND PACIFIC RAILROAD, 81 FEET SOUTH OF THE STATION, 6-1/2
 MG0343'POLES NORTH OF MILEPOST 30, 14 FEET WEST OF THE CENTERLINE OF
 MG0343'THE TRACK, AND LEVEL WITH THE TRACK.  NOTE-- AT WHEATLAND,
 MG0343'81 FEET SOUTH OF THE NOW DISMANTLED CHICAGO, MILWAUKEE, ST.
 MG0343'PAUL AND PACIFIC RAILROAD.
 MG0343
 MG0343                          STATION RECOVERY (1994)
 MG0343
 MG0343'RECOVERY NOTE BY US POWER SQUADRON 1994
 MG0343'MARK NOT FOUND.
 MG0343
 MG0343                          STATION RECOVERY (2001)
 MG0343
 MG0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MG0343'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0519 ***********************************************************************
 NJ0519  DESIGNATION -  U 71
 NJ0519  PID         -  NJ0519
 NJ0519  STATE/COUNTY-  IA/JONES
 NJ0519  USGS QUAD   -  MONTICELLO (1980)
 NJ0519
 NJ0519                         *CURRENT SURVEY CONTROL
 NJ0519  ___________________________________________________________________
 NJ0519* NAD 83(1986)-  42 14 17.     (N)    091 11 20.     (W)     SCALED    
 NJ0519* NAVD 88     -       255.138  (meters)     837.07   (feet)  ADJUSTED  
 NJ0519  ___________________________________________________________________
 NJ0519  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 NJ0519  DYNAMIC HT  -         255.049 (meters)     836.77  (feet)  COMP
 NJ0519  MODELED GRAV-     980,267.3   (mgal)                       NAVD 88
 NJ0519
 NJ0519  VERT ORDER  -  SECOND    CLASS 0
 NJ0519
 NJ0519.The horizontal coordinates were scaled from a topographic map and have
 NJ0519.an estimated accuracy of +/- 6 seconds.
 NJ0519
 NJ0519.The orthometric height was determined by differential leveling
 NJ0519.and adjusted by the National Geodetic Survey in June 1991..
 NJ0519
 NJ0519.The geoid height was determined by GEOID03.
 NJ0519
 NJ0519.The dynamic height is computed by dividing the NAVD 88
 NJ0519.geopotential number by the normal gravity value computed on the
 NJ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0519.degrees latitude (g = 980.6199 gals.).
 NJ0519
 NJ0519.The modeled gravity was interpolated from observed gravity values.
 NJ0519
 NJ0519;                    North         East    Units  Estimated Accuracy
 NJ0519;SPC IA N     - 1,084,590.    1,690,730.      MT  (+/- 180 meters Scaled)
 NJ0519
 NJ0519                          SUPERSEDED SURVEY CONTROL
 NJ0519
 NJ0519  NGVD 29 (??/??/92)  255.165  (m)          837.15   (f) ADJ UNCH    2 0
 NJ0519
 NJ0519.Superseded values are not recommended for survey control.
 NJ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0519.See file dsdata.txt to determine how the superseded data were derived.
 NJ0519
 NJ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG494777(NAD 83)
 NJ0519_MARKER: DB = BENCH MARK DISK
 NJ0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0519_SP_SET: BUILDING
 NJ0519_STAMPING: U 71 1934
 NJ0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0519
 NJ0519  HISTORY     - Date     Condition        Report By
 NJ0519  HISTORY     - 1934     MONUMENTED       CGS
 NJ0519  HISTORY     - 1959     GOOD             NGS
 NJ0519  HISTORY     - 19950626 GOOD             USPSQD
 NJ0519  HISTORY     - 19980805 GOOD             USPSQD
 NJ0519
 NJ0519                          STATION DESCRIPTION
 NJ0519
 NJ0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NJ0519'AT MONTICELLO.
 NJ0519'AT MONTICELLO, JONES COUNTY, IN THE SOUTH STONE BLOCK WALL OF
 NJ0519'THE MONTICELLO STATE BANK, 0.5 FOOT BELOW THE FIRST WINDOW WEST
 NJ0519'OF THE FRONT ENTRANCE, AND 3.5 FEET ABOVE THE SIDEWALK.  A
 NJ0519'STANDARD DISK, STAMPED U 71 1934 AND SET VERTICALLY.
 NJ0519
 NJ0519                          STATION RECOVERY (1995)
 NJ0519
 NJ0519'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0519'RECOVERED IN GOOD CONDITION.
 NJ0519
 NJ0519                          STATION RECOVERY (1998)
 NJ0519
 NJ0519'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0223 ***********************************************************************
 NJ0223  DESIGNATION -  U 72
 NJ0223  PID         -  NJ0223
 NJ0223  STATE/COUNTY-  IA/DUBUQUE
 NJ0223  USGS QUAD   -  SHERRILL (1972)
 NJ0223
 NJ0223                         *CURRENT SURVEY CONTROL
 NJ0223  ___________________________________________________________________
 NJ0223* NAD 83(1986)-  42 30 08.     (N)    090 51 48.     (W)     SCALED    
 NJ0223* NAVD 88     -       235.134  (meters)     771.44   (feet)  ADJUSTED  
 NJ0223  ___________________________________________________________________
 NJ0223  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 NJ0223  DYNAMIC HT  -         235.059 (meters)     771.19  (feet)  COMP
 NJ0223  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 NJ0223
 NJ0223  VERT ORDER  -  SECOND    CLASS 0
 NJ0223
 NJ0223.The horizontal coordinates were scaled from a topographic map and have
 NJ0223.an estimated accuracy of +/- 6 seconds.
 NJ0223
 NJ0223.The orthometric height was determined by differential leveling
 NJ0223.and adjusted by the National Geodetic Survey in June 1991..
 NJ0223
 NJ0223.The geoid height was determined by GEOID03.
 NJ0223
 NJ0223.The dynamic height is computed by dividing the NAVD 88
 NJ0223.geopotential number by the normal gravity value computed on the
 NJ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0223.degrees latitude (g = 980.6199 gals.).
 NJ0223
 NJ0223.The modeled gravity was interpolated from observed gravity values.
 NJ0223
 NJ0223;                    North         East    Units  Estimated Accuracy
 NJ0223;SPC IA N     - 1,114,700.    1,716,680.      MT  (+/- 180 meters Scaled)
 NJ0223
 NJ0223                          SUPERSEDED SURVEY CONTROL
 NJ0223
 NJ0223  NGVD 29 (??/??/92)  235.168  (m)          771.55   (f) ADJ UNCH    2 0
 NJ0223
 NJ0223.Superseded values are not recommended for survey control.
 NJ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0223.See file dsdata.txt to determine how the superseded data were derived.
 NJ0223
 NJ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH755077(NAD 83)
 NJ0223_MARKER: DB = BENCH MARK DISK
 NJ0223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0223_SP_SET: ABUTMENT
 NJ0223_STAMPING: U 72 1934
 NJ0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0223+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 NJ0223
 NJ0223  HISTORY     - Date     Condition        Report By
 NJ0223  HISTORY     - 1934     MONUMENTED       CGS
 NJ0223  HISTORY     - 20060819 GOOD             GEOCAC
 NJ0223
 NJ0223                          STATION DESCRIPTION
 NJ0223
 NJ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0223'0.8 MI NE FROM GRAF.
 NJ0223'0.8 MILE NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NJ0223'FROM THE STATION AT GRAF, DUBUQUE COUNTY, 4 POLES SOUTHWEST
 NJ0223'OF MILEPOST 187, AT 100-FOOT STEEL BRIDGE 187+13 OVER THE SOUTH
 NJ0223'FORK OF MAQUOKETA RIVER, IN THE TOP OF THE NORTHWEST END OF THE
 NJ0223'NORTHEAST CONCRETE ABUTMENT, 8 FEET NORTHWEST OF THE CENTERLINE
 NJ0223'OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 NJ0223'STAMPED U 72 1934.
 NJ0223
 NJ0223                          STATION RECOVERY (2006)
 NJ0223
 NJ0223'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0223'RAILROAD IS DISMANTLED AND RIGHT OF WAY IS NOW A COUNTY
 NJ0223'BICYCLE/WALKING TRAIL CALLED HERITAGE TRAIL. MARK IS EAST OF POTTER
 NJ0223'HILL RD AND JUST WEST OF STAGECOACH LN.
 NJ0223' 
 NJ0223'HANDHELD GPSR READINGS - 42 30 08.2 N 090 50 48.5 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0610 ***********************************************************************
 NJ0610  DESIGNATION -  U 73
 NJ0610  PID         -  NJ0610
 NJ0610  STATE/COUNTY-  IA/BUCHANAN
 NJ0610  USGS QUAD   -  LAMONT (1965)
 NJ0610
 NJ0610                         *CURRENT SURVEY CONTROL
 NJ0610  ___________________________________________________________________
 NJ0610* NAD 83(1986)-  42 35 55.     (N)    091 38 30.     (W)     SCALED    
 NJ0610* NAVD 88     -       319.137  (meters)    1047.04   (feet)  ADJUSTED  
 NJ0610  ___________________________________________________________________
 NJ0610  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 NJ0610  DYNAMIC HT  -         319.046 (meters)    1046.74  (feet)  COMP
 NJ0610  MODELED GRAV-     980,328.4   (mgal)                       NAVD 88
 NJ0610
 NJ0610  VERT ORDER  -  SECOND    CLASS 0
 NJ0610
 NJ0610.The horizontal coordinates were scaled from a topographic map and have
 NJ0610.an estimated accuracy of +/- 6 seconds.
 NJ0610
 NJ0610.The orthometric height was determined by differential leveling
 NJ0610.and adjusted by the National Geodetic Survey in June 1991..
 NJ0610
 NJ0610.The geoid height was determined by GEOID03.
 NJ0610
 NJ0610.The dynamic height is computed by dividing the NAVD 88
 NJ0610.geopotential number by the normal gravity value computed on the
 NJ0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0610.degrees latitude (g = 980.6199 gals.).
 NJ0610
 NJ0610.The modeled gravity was interpolated from observed gravity values.
 NJ0610
 NJ0610;                    North         East    Units  Estimated Accuracy
 NJ0610;SPC IA N     - 1,123,710.    1,652,490.      MT  (+/- 180 meters Scaled)
 NJ0610
 NJ0610                          SUPERSEDED SURVEY CONTROL
 NJ0610
 NJ0610  NGVD 29 (??/??/92)  319.168  (m)         1047.14   (f) ADJ UNCH    2 0
 NJ0610
 NJ0610.Superseded values are not recommended for survey control.
 NJ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0610.See file dsdata.txt to determine how the superseded data were derived.
 NJ0610
 NJ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH114171(NAD 83)
 NJ0610_MARKER: DB = BENCH MARK DISK
 NJ0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0610_SP_SET: BUILDING
 NJ0610_STAMPING: U 73 1934
 NJ0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0610
 NJ0610  HISTORY     - Date     Condition        Report By
 NJ0610  HISTORY     - 1934     MONUMENTED       CGS
 NJ0610  HISTORY     - 1954     GOOD             DOD
 NJ0610  HISTORY     - 1988     GOOD             USPSQD
 NJ0610
 NJ0610                          STATION DESCRIPTION
 NJ0610
 NJ0610'DESCRIBED BY US DEPARTMENT OF DEFENSE 1954
 NJ0610'AT LAMONT.
 NJ0610'AT LAMONT, BUCHANAN COUNTY, 60 YARDS NORTHWEST OF THE CHICAGO
 NJ0610'GREAT WESTERN RAILROAD STATION, IN THE SOUTHWEST CORNER OF A
 NJ0610'HOTEL, BETWEEN THE THIRD AND FOURTH LAYER OF BRICK, AND 4 FEET
 NJ0610'ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED U 73 1934 AND
 NJ0610'SET VERTICALLY.
 NJ0610
 NJ0610                          STATION RECOVERY (1988)
 NJ0610
 NJ0610'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLM)
 NJ0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0622 ***********************************************************************
 NJ0622  DESIGNATION -  U 74
 NJ0622  PID         -  NJ0622
 NJ0622  STATE/COUNTY-  IA/BUCHANAN
 NJ0622  USGS QUAD   -  HAZLETON (1981)
 NJ0622
 NJ0622                         *CURRENT SURVEY CONTROL
 NJ0622  ___________________________________________________________________
 NJ0622* NAD 83(1986)-  42 37 21.     (N)    091 54 19.     (W)     SCALED    
 NJ0622* NAVD 88     -       302.841  (meters)     993.57   (feet)  ADJUSTED  
 NJ0622  ___________________________________________________________________
 NJ0622  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 NJ0622  DYNAMIC HT  -         302.750 (meters)     993.27  (feet)  COMP
 NJ0622  MODELED GRAV-     980,313.9   (mgal)                       NAVD 88
 NJ0622
 NJ0622  VERT ORDER  -  SECOND    CLASS 0
 NJ0622
 NJ0622.The horizontal coordinates were scaled from a topographic map and have
 NJ0622.an estimated accuracy of +/- 6 seconds.
 NJ0622
 NJ0622.The orthometric height was determined by differential leveling
 NJ0622.and adjusted by the National Geodetic Survey in June 1991..
 NJ0622
 NJ0622.The geoid height was determined by GEOID03.
 NJ0622
 NJ0622.The dynamic height is computed by dividing the NAVD 88
 NJ0622.geopotential number by the normal gravity value computed on the
 NJ0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0622.degrees latitude (g = 980.6199 gals.).
 NJ0622
 NJ0622.The modeled gravity was interpolated from observed gravity values.
 NJ0622
 NJ0622;                    North         East    Units  Estimated Accuracy
 NJ0622;SPC IA N     - 1,125,920.    1,630,810.      MT  (+/- 180 meters Scaled)
 NJ0622
 NJ0622                          SUPERSEDED SURVEY CONTROL
 NJ0622
 NJ0622  NGVD 29 (??/??/92)  302.869  (m)          993.66   (f) ADJ UNCH    2 0
 NJ0622
 NJ0622.Superseded values are not recommended for survey control.
 NJ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0622.See file dsdata.txt to determine how the superseded data were derived.
 NJ0622
 NJ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH897194(NAD 83)
 NJ0622_MARKER: DB = BENCH MARK DISK
 NJ0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0622_SP_SET: ABUTMENT
 NJ0622_STAMPING: U 74 1934
 NJ0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0622
 NJ0622  HISTORY     - Date     Condition        Report By
 NJ0622  HISTORY     - 1934     MONUMENTED       CGS
 NJ0622
 NJ0622                          STATION DESCRIPTION
 NJ0622
 NJ0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0622'0.2 MI NW FROM HAZLETON.
 NJ0622'0.2 MILE NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0622'RAILWAY FROM THE SCHOOL AT HAZLETON, BUCHANAN COUNTY, 18 POLES
 NJ0622'NORTH OF MILEPOST 49, AT STEEL BRIDGE 496, IN THE TOP OF THE
 NJ0622'WEST END OF THE SOUTH ABUTMENT, 7 FEET WEST OF THE CENTERLINE
 NJ0622'OF THE TRACK, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A
 NJ0622'STANDARD DISK, STAMPED U 74 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0578 ***********************************************************************
 NJ0578  DESIGNATION -  U 75
 NJ0578  PID         -  NJ0578
 NJ0578  STATE/COUNTY-  IA/LINN
 NJ0578  USGS QUAD   -  CEDAR RAPIDS NORTH (1994)
 NJ0578
 NJ0578                         *CURRENT SURVEY CONTROL
 NJ0578  ___________________________________________________________________
 NJ0578* NAD 83(1986)-  42 05 45.     (N)    091 43 01.     (W)     SCALED    
 NJ0578* NAVD 88     -       234.343  (meters)     768.84   (feet)  ADJUSTED  
 NJ0578  ___________________________________________________________________
 NJ0578  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 NJ0578  DYNAMIC HT  -         234.263 (meters)     768.58  (feet)  COMP
 NJ0578  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 NJ0578
 NJ0578  VERT ORDER  -  SECOND    CLASS 0
 NJ0578
 NJ0578.The horizontal coordinates were scaled from a topographic map and have
 NJ0578.an estimated accuracy of +/- 6 seconds.
 NJ0578
 NJ0578.The orthometric height was determined by differential leveling
 NJ0578.and adjusted by the National Geodetic Survey in June 1991..
 NJ0578
 NJ0578.The geoid height was determined by GEOID03.
 NJ0578
 NJ0578.The dynamic height is computed by dividing the NAVD 88
 NJ0578.geopotential number by the normal gravity value computed on the
 NJ0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0578.degrees latitude (g = 980.6199 gals.).
 NJ0578
 NJ0578.The modeled gravity was interpolated from observed gravity values.
 NJ0578
 NJ0578;                    North         East    Units  Estimated Accuracy
 NJ0578;SPC IA N     - 1,067,740.    1,647,490.      MT  (+/- 180 meters Scaled)
 NJ0578
 NJ0578                          SUPERSEDED SURVEY CONTROL
 NJ0578
 NJ0578  NGVD 29 (??/??/92)  234.372  (m)          768.94   (f) ADJ UNCH    2 0
 NJ0578
 NJ0578.Superseded values are not recommended for survey control.
 NJ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0578.See file dsdata.txt to determine how the superseded data were derived.
 NJ0578
 NJ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG061612(NAD 83)
 NJ0578_MARKER: DB = BENCH MARK DISK
 NJ0578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0578_SP_SET: ABUTMENT
 NJ0578_STAMPING: U 75 1934
 NJ0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0578
 NJ0578  HISTORY     - Date     Condition        Report By
 NJ0578  HISTORY     - 1934     MONUMENTED       CGS
 NJ0578  HISTORY     - 19950517 MARK NOT FOUND   USPSQD
 NJ0578
 NJ0578                          STATION DESCRIPTION
 NJ0578
 NJ0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0578'AT TODDVILLE.
 NJ0578'AT TODDVILLE, LINN COUNTY, 134 YARDS SOUTH OF THE CHICAGO, ROCK
 NJ0578'ISLAND AND PACIFIC RAILWAY STATION, 2 POLES SOUTH OF MILEPOST
 NJ0578'10, AT 145-FOOT WOODEN TRESTLE 99, IN THE TOP OF THE WEST END
 NJ0578'OF THE NORTH STONE ABUTMENT, 3-1/2 FEET SOUTH OF THE BACK WALL,
 NJ0578'10 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN
 NJ0578'THE TRACK.  A STANDARD DISK, STAMPED U 75 1934.
 NJ0578
 NJ0578                          STATION RECOVERY (1995)
 NJ0578
 NJ0578'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0379 ***********************************************************************
 MG0379  DESIGNATION -  U 76
 MG0379  PID         -  MG0379
 MG0379  STATE/COUNTY-  IA/CEDAR
 MG0379  USGS QUAD   -  WEST BRANCH (1965)
 MG0379
 MG0379                         *CURRENT SURVEY CONTROL
 MG0379  ___________________________________________________________________
 MG0379* NAD 83(1986)-  41 40 16.     (N)    091 20 33.     (W)     SCALED    
 MG0379* NAVD 88     -       218.867  (meters)     718.07   (feet)  ADJUSTED  
 MG0379  ___________________________________________________________________
 MG0379  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 MG0379  DYNAMIC HT  -         218.783 (meters)     717.79  (feet)  COMP
 MG0379  MODELED GRAV-     980,235.3   (mgal)                       NAVD 88
 MG0379
 MG0379  VERT ORDER  -  SECOND    CLASS 0
 MG0379
 MG0379.The horizontal coordinates were scaled from a topographic map and have
 MG0379.an estimated accuracy of +/- 6 seconds.
 MG0379
 MG0379.The orthometric height was determined by differential leveling
 MG0379.and adjusted by the National Geodetic Survey in June 1991..
 MG0379
 MG0379.The geoid height was determined by GEOID03.
 MG0379
 MG0379.The dynamic height is computed by dividing the NAVD 88
 MG0379.geopotential number by the normal gravity value computed on the
 MG0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0379.degrees latitude (g = 980.6199 gals.).
 MG0379
 MG0379.The modeled gravity was interpolated from observed gravity values.
 MG0379
 MG0379;                    North         East    Units  Estimated Accuracy
 MG0379;SPC IA S     -   187,810.      679,650.      MT  (+/- 180 meters Scaled)
 MG0379
 MG0379                          SUPERSEDED SURVEY CONTROL
 MG0379
 MG0379  NGVD 29 (??/??/92)  218.909  (m)          718.20   (f) ADJ UNCH    2 0
 MG0379
 MG0379.Superseded values are not recommended for survey control.
 MG0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0379.See file dsdata.txt to determine how the superseded data were derived.
 MG0379
 MG0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG379145(NAD 83)
 MG0379_MARKER: DB = BENCH MARK DISK
 MG0379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0379_SP_SET: FOUNDATION
 MG0379_STAMPING: U 76 1934
 MG0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0379
 MG0379  HISTORY     - Date     Condition        Report By
 MG0379  HISTORY     - 1934     MONUMENTED       CGS
 MG0379  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0379  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0379
 MG0379                          STATION DESCRIPTION
 MG0379
 MG0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0379'AT WEST BRANCH.
 MG0379'AT WEST BRANCH, CEDAR COUNTY, 200 FEET SOUTHEAST OF THE CHICAGO,
 MG0379'ROCK ISLAND AND PACIFIC RAILWAY STATION, 21 POLES NORTHWEST OF
 MG0379'MILEPOST 69, AT THE CROSSING OF MAIN STREET, AT THE EAST SIGNAL
 MG0379'OF A CROSSING SIGN, AND IN THE TOP OF THE CENTER OF THE WEST
 MG0379'CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED U 76 1934.
 MG0379
 MG0379                          STATION RECOVERY (1998)
 MG0379
 MG0379'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0379'MARK NOT FOUND.
 MG0379
 MG0379                          STATION RECOVERY (2000)
 MG0379
 MG0379'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0379'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0398 ***********************************************************************
 MG0398  DESIGNATION -  U 77
 MG0398  PID         -  MG0398
 MG0398  STATE/COUNTY-  IA/CEDAR
 MG0398  USGS QUAD   -  TIPTON WEST (1965)
 MG0398
 MG0398                         *CURRENT SURVEY CONTROL
 MG0398  ___________________________________________________________________
 MG0398* NAD 83(1986)-  41 46 22.     (N)    091 11 00.     (W)     SCALED    
 MG0398* NAVD 88     -       235.998  (meters)     774.27   (feet)  ADJUSTED  
 MG0398  ___________________________________________________________________
 MG0398  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 MG0398  DYNAMIC HT  -         235.910 (meters)     773.98  (feet)  COMP
 MG0398  MODELED GRAV-     980,244.6   (mgal)                       NAVD 88
 MG0398
 MG0398  VERT ORDER  -  SECOND    CLASS 0
 MG0398
 MG0398.The horizontal coordinates were scaled from a topographic map and have
 MG0398.an estimated accuracy of +/- 6 seconds.
 MG0398
 MG0398.The orthometric height was determined by differential leveling
 MG0398.and adjusted by the National Geodetic Survey in June 1991..
 MG0398
 MG0398.The geoid height was determined by GEOID03.
 MG0398
 MG0398.The dynamic height is computed by dividing the NAVD 88
 MG0398.geopotential number by the normal gravity value computed on the
 MG0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0398.degrees latitude (g = 980.6199 gals.).
 MG0398
 MG0398.The modeled gravity was interpolated from observed gravity values.
 MG0398
 MG0398;                    North         East    Units  Estimated Accuracy
 MG0398;SPC IA S     -   199,440.      692,600.      MT  (+/- 180 meters Scaled)
 MG0398
 MG0398                          SUPERSEDED SURVEY CONTROL
 MG0398
 MG0398  NGVD 29 (??/??/92)  236.038  (m)          774.40   (f) ADJ UNCH    2 0
 MG0398
 MG0398.Superseded values are not recommended for survey control.
 MG0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0398.See file dsdata.txt to determine how the superseded data were derived.
 MG0398
 MG0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG509261(NAD 83)
 MG0398_MARKER: DB = BENCH MARK DISK
 MG0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0398_SP_SET: ABUTMENT
 MG0398_STAMPING: U 77 1934
 MG0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0398
 MG0398  HISTORY     - Date     Condition        Report By
 MG0398  HISTORY     - 1934     MONUMENTED       CGS
 MG0398  HISTORY     - 1963     MARK NOT FOUND   USGS
 MG0398  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0398
 MG0398                          STATION DESCRIPTION
 MG0398
 MG0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0398'3.2 MI W FROM TIPTON.
 MG0398'3.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND, AND PACIFIC RAILWAY
 MG0398'FROM THE CITY WATER TOWER AT TIPTON, CEDAR COUNTY, 6 POLES EAST OF
 MG0398'MILEPOST 36, AT 20-FOOT STEEL ARCH BRIDGE AND OVERPASS 362, IN THE
 MG0398'WEST END OF THE SOUTH HEADWALL OF THE EAST ABUTMENT, 6 FEET SOUTH
 MG0398'OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE RAIL.  A
 MG0398'STANDARD DISK, STAMPED U 77 1934.
 MG0398
 MG0398                          STATION RECOVERY (1963)
 MG0398
 MG0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MG0398'MARK NOT FOUND.
 MG0398
 MG0398                          STATION RECOVERY (1998)
 MG0398
 MG0398'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0189 ***********************************************************************
 NJ0189  DESIGNATION -  U 78
 NJ0189  PID         -  NJ0189
 NJ0189  STATE/COUNTY-  IA/JACKSON
 NJ0189  USGS QUAD   -  MILES (1980)
 NJ0189
 NJ0189                         *CURRENT SURVEY CONTROL
 NJ0189  ___________________________________________________________________
 NJ0189* NAD 83(1986)-  42 03 34.     (N)    090 18 22.     (W)     SCALED    
 NJ0189* NAVD 88     -       266.756  (meters)     875.18   (feet)  ADJUSTED  
 NJ0189  ___________________________________________________________________
 NJ0189  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NJ0189  DYNAMIC HT  -         266.663 (meters)     874.88  (feet)  COMP
 NJ0189  MODELED GRAV-     980,266.3   (mgal)                       NAVD 88
 NJ0189
 NJ0189  VERT ORDER  -  SECOND    CLASS 0
 NJ0189
 NJ0189.The horizontal coordinates were scaled from a topographic map and have
 NJ0189.an estimated accuracy of +/- 6 seconds.
 NJ0189
 NJ0189.The orthometric height was determined by differential leveling
 NJ0189.and adjusted by the National Geodetic Survey in June 1991..
 NJ0189
 NJ0189.The geoid height was determined by GEOID03.
 NJ0189
 NJ0189.The dynamic height is computed by dividing the NAVD 88
 NJ0189.geopotential number by the normal gravity value computed on the
 NJ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0189.degrees latitude (g = 980.6199 gals.).
 NJ0189
 NJ0189.The modeled gravity was interpolated from observed gravity values.
 NJ0189
 NJ0189;                    North         East    Units  Estimated Accuracy
 NJ0189;SPC IA N     - 1,067,140.    1,764,310.      MT  (+/- 180 meters Scaled)
 NJ0189
 NJ0189                          SUPERSEDED SURVEY CONTROL
 NJ0189
 NJ0189  NGVD 29 (??/??/92)  266.787  (m)          875.28   (f) ADJ UNCH    2 0
 NJ0189
 NJ0189.Superseded values are not recommended for survey control.
 NJ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0189.See file dsdata.txt to determine how the superseded data were derived.
 NJ0189
 NJ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG229598(NAD 83)
 NJ0189_MARKER: DB = BENCH MARK DISK
 NJ0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0189_SP_SET: CULVERT
 NJ0189_STAMPING: U 78 1934
 NJ0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0189
 NJ0189  HISTORY     - Date     Condition        Report By
 NJ0189  HISTORY     - 1934     MONUMENTED       CGS
 NJ0189  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0189  HISTORY     - 19940924 MARK NOT FOUND   USPSQD
 NJ0189  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0189
 NJ0189                          STATION DESCRIPTION
 NJ0189
 NJ0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0189'1.8 MI N FROM MILES.
 NJ0189'1.8 MILES NORTH ALONG STATE HIGHWAY 64 FROM THE CITY WATER TANK AT
 NJ0189'MILES, JACKSON COUNTY, 300 FEET EAST OF A RIGHT-ANGLE TURN IN THE
 NJ0189'HIGHWAY, AT A 2- BY 3-FOOT CULVERT, IN THE TOP OF THE WEST END OF
 NJ0189'THE SOUTH CONCRETE HEADWALL, 27 FEET EAST OF A FENCE JUNCTION,
 NJ0189'18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 NJ0189'HIGHWAY.  A STANDARD DISK, STAMPED U 78 1934.
 NJ0189
 NJ0189                          STATION RECOVERY (1977)
 NJ0189
 NJ0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0189'MARK NOT FOUND.
 NJ0189
 NJ0189                          STATION RECOVERY (1994)
 NJ0189
 NJ0189'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0189'MARK NOT FOUND.
 NJ0189
 NJ0189                          STATION RECOVERY (2001)
 NJ0189
 NJ0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0189'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0247 ***********************************************************************
 NJ0247  DESIGNATION -  U 79
 NJ0247  PID         -  NJ0247
 NJ0247  STATE/COUNTY-  IA/JONES
 NJ0247  USGS QUAD   -  WYOMING EAST (1980)
 NJ0247
 NJ0247                         *CURRENT SURVEY CONTROL
 NJ0247  ___________________________________________________________________
 NJ0247* NAD 83(1986)-  42 05 50.     (N)    090 56 56.     (W)     SCALED    
 NJ0247* NAVD 88     -       248.425  (meters)     815.04   (feet)  ADJUSTED  
 NJ0247  ___________________________________________________________________
 NJ0247  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 NJ0247  DYNAMIC HT  -         248.338 (meters)     814.76  (feet)  COMP
 NJ0247  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 NJ0247
 NJ0247  VERT ORDER  -  SECOND    CLASS 0
 NJ0247
 NJ0247.The horizontal coordinates were scaled from a topographic map and have
 NJ0247.an estimated accuracy of +/- 6 seconds.
 NJ0247
 NJ0247.The orthometric height was determined by differential leveling
 NJ0247.and adjusted by the National Geodetic Survey in June 1991..
 NJ0247
 NJ0247.The geoid height was determined by GEOID03.
 NJ0247
 NJ0247.The dynamic height is computed by dividing the NAVD 88
 NJ0247.geopotential number by the normal gravity value computed on the
 NJ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0247.degrees latitude (g = 980.6199 gals.).
 NJ0247
 NJ0247.The modeled gravity was interpolated from observed gravity values.
 NJ0247
 NJ0247;                    North         East    Units  Estimated Accuracy
 NJ0247;SPC IA N     - 1,069,520.    1,711,010.      MT  (+/- 180 meters Scaled)
 NJ0247
 NJ0247                          SUPERSEDED SURVEY CONTROL
 NJ0247
 NJ0247  NGVD 29 (??/??/92)  248.461  (m)          815.16   (f) ADJ UNCH    2 0
 NJ0247
 NJ0247.Superseded values are not recommended for survey control.
 NJ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0247.See file dsdata.txt to determine how the superseded data were derived.
 NJ0247
 NJ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG696626(NAD 83)
 NJ0247_MARKER: DB = BENCH MARK DISK
 NJ0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0247_SP_SET: CULVERT
 NJ0247_STAMPING: U 79 1934
 NJ0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0247
 NJ0247  HISTORY     - Date     Condition        Report By
 NJ0247  HISTORY     - 1934     MONUMENTED       CGS
 NJ0247  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0247  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0247  HISTORY     - 20050711 MARK NOT FOUND   GEOCAC
 NJ0247
 NJ0247                          STATION DESCRIPTION
 NJ0247
 NJ0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0247'3.7 MI NW FROM MONMOUTH.
 NJ0247'IN JONES COUNTY, 3.7 MILES NORTHWEST ALONG THE CHICAGO AND NORTH
 NJ0247'WESTERN RAILWAY FROM THE STATION AT MONMOUTH, JACKSON COUNTY, AT
 NJ0247'POLE 53+02, AT CULVERT 1364, IN THE TOP OF THE NORTHEAST CORNER
 NJ0247'OF THE NORTH CONCRETE HEADWALL, 12 FEET NORTH OF THE
 NJ0247'CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK.  A
 NJ0247'STANDARD DISK, STAMPED U 79 1934.
 NJ0247
 NJ0247                          STATION RECOVERY (1977)
 NJ0247
 NJ0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0247'MARK NOT FOUND.
 NJ0247
 NJ0247                          STATION RECOVERY (1998)
 NJ0247
 NJ0247'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0247'MARK NOT FOUND.
 NJ0247
 NJ0247                          STATION RECOVERY (2005)
 NJ0247
 NJ0247'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0247'RAILROAD WAS DISMANTLED MANY YEARS AGO. NEAR THE SCALED COORDINATES,
 NJ0247'THE RAILROAD GRADE HAS BEEN LEVELED AND ANY CULVERT THAT MAY HAVE
 NJ0247'EXISTED THERE IS BURIED OR DESTROYED.
 NJ0247' 
 NJ0247'A THOROUGH SEARCH OF THE CONCRETE BOX CULVERT DATED 1909 ABOUT 350
 NJ0247'FEET TO THE EAST FAILED TO REVEAL A BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0233 ***********************************************************************
 LF0233  DESIGNATION -  U 8
 LF0233  PID         -  LF0233
 LF0233  STATE/COUNTY-  IA/PAGE
 LF0233  USGS QUAD   -  COIN (1981)
 LF0233
 LF0233                         *CURRENT SURVEY CONTROL
 LF0233  ___________________________________________________________________
 LF0233* NAD 83(1986)-  40 39 18.     (N)    095 13 50.     (W)     SCALED    
 LF0233* NAVD 88     -       302.815  (meters)     993.49   (feet)  ADJUSTED  
 LF0233  ___________________________________________________________________
 LF0233  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 LF0233  DYNAMIC HT  -         302.654 (meters)     992.96  (feet)  COMP
 LF0233  MODELED GRAV-     980,084.0   (mgal)                       NAVD 88
 LF0233
 LF0233  VERT ORDER  -  FIRST     CLASS II
 LF0233
 LF0233.The horizontal coordinates were scaled from a topographic map and have
 LF0233.an estimated accuracy of +/- 6 seconds.
 LF0233
 LF0233.The orthometric height was determined by differential leveling
 LF0233.and adjusted by the National Geodetic Survey in June 1991..
 LF0233
 LF0233.The geoid height was determined by GEOID03.
 LF0233
 LF0233.The dynamic height is computed by dividing the NAVD 88
 LF0233.geopotential number by the normal gravity value computed on the
 LF0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0233.degrees latitude (g = 980.6199 gals.).
 LF0233
 LF0233.The modeled gravity was interpolated from observed gravity values.
 LF0233
 LF0233;                    North         East    Units  Estimated Accuracy
 LF0233;SPC IA S     -    74,190.      353,650.      MT  (+/- 180 meters Scaled)
 LF0233
 LF0233                          SUPERSEDED SURVEY CONTROL
 LF0233
 LF0233  NGVD 29 (??/??/92)  302.710  (m)          993.14   (f) ADJ UNCH    1 2
 LF0233
 LF0233.Superseded values are not recommended for survey control.
 LF0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0233.See file dsdata.txt to determine how the superseded data were derived.
 LF0233
 LF0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF114028(NAD 83)
 LF0233_MARKER: DB = BENCH MARK DISK
 LF0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0233_STAMPING: U 8 1933
 LF0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0233+STABILITY: SURFACE MOTION
 LF0233
 LF0233  HISTORY     - Date     Condition        Report By
 LF0233  HISTORY     - 1933     MONUMENTED       CGS
 LF0233  HISTORY     - 1941     GOOD             NGS
 LF0233  HISTORY     - 1983     MARK NOT FOUND   USE
 LF0233
 LF0233                          STATION DESCRIPTION
 LF0233
 LF0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0233'AT COIN.
 LF0233'AT COIN, PAGE COUNTY, 4 RAILS NORTH OF THE WABASH RAILWAY STATION,
 LF0233'23 FEET WEST OF THE TRACK, IN LINE WITH A ROW OF POLES, AND 2
 LF0233'FEET NORTH OF A CONCRETE WALK.  A STANDARD DISK, STAMPED U 8
 LF0233'1933 AND SET IN THE TOP OF A CONCRETE POST.
 LF0233
 LF0233                          STATION RECOVERY (1983)
 LF0233
 LF0233'RECOVERY NOTE BY US ENGINEERS 1983
 LF0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0541 ***********************************************************************
 NJ0541  DESIGNATION -  U 80
 NJ0541  PID         -  NJ0541
 NJ0541  STATE/COUNTY-  IA/LINN
 NJ0541  USGS QUAD   -  MARION (1994)
 NJ0541
 NJ0541                         *CURRENT SURVEY CONTROL
 NJ0541  ___________________________________________________________________
 NJ0541* NAD 83(1986)-  42 01 57.     (N)    091 35 52.     (W)     SCALED    
 NJ0541* NAVD 88     -       258.992  (meters)     849.71   (feet)  ADJUSTED  
 NJ0541  ___________________________________________________________________
 NJ0541  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 NJ0541  DYNAMIC HT  -         258.897 (meters)     849.40  (feet)  COMP
 NJ0541  MODELED GRAV-     980,249.3   (mgal)                       NAVD 88
 NJ0541
 NJ0541  VERT ORDER  -  SECOND    CLASS 0
 NJ0541
 NJ0541.The horizontal coordinates were scaled from a topographic map and have
 NJ0541.an estimated accuracy of +/- 6 seconds.
 NJ0541
 NJ0541.The orthometric height was determined by differential leveling
 NJ0541.and adjusted by the National Geodetic Survey in June 1991..
 NJ0541
 NJ0541.The geoid height was determined by GEOID03.
 NJ0541
 NJ0541.The dynamic height is computed by dividing the NAVD 88
 NJ0541.geopotential number by the normal gravity value computed on the
 NJ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0541.degrees latitude (g = 980.6199 gals.).
 NJ0541
 NJ0541.The modeled gravity was interpolated from observed gravity values.
 NJ0541
 NJ0541;                    North         East    Units  Estimated Accuracy
 NJ0541;SPC IA N     - 1,060,920.    1,657,510.      MT  (+/- 180 meters Scaled)
 NJ0541
 NJ0541                          SUPERSEDED SURVEY CONTROL
 NJ0541
 NJ0541  NGVD 29 (??/??/92)  259.014  (m)          849.78   (f) ADJ UNCH    2 0
 NJ0541
 NJ0541.Superseded values are not recommended for survey control.
 NJ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0541.See file dsdata.txt to determine how the superseded data were derived.
 NJ0541
 NJ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG160543(NAD 83)
 NJ0541_MARKER: DB = BENCH MARK DISK
 NJ0541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0541_SP_SET: BUILDING
 NJ0541_STAMPING: U 80 1934
 NJ0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0541
 NJ0541  HISTORY     - Date     Condition        Report By
 NJ0541  HISTORY     - 1934     MONUMENTED       CGS
 NJ0541  HISTORY     - 19940504 MARK NOT FOUND   USPSQD
 NJ0541
 NJ0541                          STATION DESCRIPTION
 NJ0541
 NJ0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0541'AT MARION.
 NJ0541'AT MARION, LINN COUNTY, IN THE BRICKWALL OF THE CHICAGO, MILWAUKEE,
 NJ0541'ST. PAUL AND PACIFIC RAILROAD STATION, BETWEEN THE TICKET OFFICE
 NJ0541'WINDOWS, AND 5 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 NJ0541'STAMPED U 80 1934 AND SET VERTICALLY.
 NJ0541
 NJ0541                          STATION RECOVERY (1994)
 NJ0541
 NJ0541'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0050 ***********************************************************************
 NK0050  DESIGNATION -  U 81
 NK0050  PID         -  NK0050
 NK0050  STATE/COUNTY-  IA/BENTON
 NK0050  USGS QUAD   -  GARRISON (1971)
 NK0050
 NK0050                         *CURRENT SURVEY CONTROL
 NK0050  ___________________________________________________________________
 NK0050* NAD 83(1986)-  42 10 14.     (N)    092 12 07.     (W)     SCALED    
 NK0050* NAVD 88     -       266.795  (meters)     875.31   (feet)  ADJUSTED  
 NK0050  ___________________________________________________________________
 NK0050  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 NK0050  DYNAMIC HT  -         266.709 (meters)     875.03  (feet)  COMP
 NK0050  MODELED GRAV-     980,290.3   (mgal)                       NAVD 88
 NK0050
 NK0050  VERT ORDER  -  SECOND    CLASS 0
 NK0050
 NK0050.The horizontal coordinates were scaled from a topographic map and have
 NK0050.an estimated accuracy of +/- 6 seconds.
 NK0050
 NK0050.The orthometric height was determined by differential leveling
 NK0050.and adjusted by the National Geodetic Survey in June 1991..
 NK0050
 NK0050.The geoid height was determined by GEOID03.
 NK0050
 NK0050.The dynamic height is computed by dividing the NAVD 88
 NK0050.geopotential number by the normal gravity value computed on the
 NK0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0050.degrees latitude (g = 980.6199 gals.).
 NK0050
 NK0050.The modeled gravity was interpolated from observed gravity values.
 NK0050
 NK0050;                    North         East    Units  Estimated Accuracy
 NK0050;SPC IA N     - 1,075,310.    1,607,250.      MT  (+/- 180 meters Scaled)
 NK0050
 NK0050                          SUPERSEDED SURVEY CONTROL
 NK0050
 NK0050.No superseded survey control is available for this station.
 NK0050
 NK0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG659690(NAD 83)
 NK0050_MARKER: DB = BENCH MARK DISK
 NK0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0050_SP_SET: BRIDGE
 NK0050_STAMPING: U 81 1934
 NK0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0050
 NK0050  HISTORY     - Date     Condition        Report By
 NK0050  HISTORY     - 1934     MONUMENTED       CGS
 NK0050
 NK0050                          STATION DESCRIPTION
 NK0050
 NK0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0050'3.6 MI W FROM GARRISON.
 NK0050'3.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 NK0050'FROM THE STATION AT GARRISON, BENTON COUNTY, 10 POLES NORTHWEST
 NK0050'OF MILEPOST 33, AT STEEL BRIDGE 333, IN THE SOUTHWEST END OF
 NK0050'THE BACK WALL OF THE NORTHWEST STONE ABUTMENT, 10 FEET SOUTHWEST
 NK0050'OF THE CENTER LINE OF THE TRACK, AND 1 FOOT LOWER THAN THE
 NK0050'RAIL.  A STANDARD DISK, STAMPED U 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0099 ***********************************************************************
 NK0099  DESIGNATION -  U 82
 NK0099  PID         -  NK0099
 NK0099  STATE/COUNTY-  IA/TAMA
 NK0099  USGS QUAD   -  ELBERON (1971)
 NK0099
 NK0099                         *CURRENT SURVEY CONTROL
 NK0099  ___________________________________________________________________
 NK0099* NAD 83(1986)-  42 00 20.     (N)    092 20 13.     (W)     SCALED    
 NK0099* NAVD 88     -       250.355  (meters)     821.37   (feet)  ADJUSTED  
 NK0099  ___________________________________________________________________
 NK0099  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 NK0099  DYNAMIC HT  -         250.266 (meters)     821.08  (feet)  COMP
 NK0099  MODELED GRAV-     980,263.3   (mgal)                       NAVD 88
 NK0099
 NK0099  VERT ORDER  -  SECOND    CLASS 0
 NK0099
 NK0099.The horizontal coordinates were scaled from a topographic map and have
 NK0099.an estimated accuracy of +/- 6 seconds.
 NK0099
 NK0099.The orthometric height was determined by differential leveling
 NK0099.and adjusted by the National Geodetic Survey in June 1991..
 NK0099
 NK0099.The geoid height was determined by GEOID03.
 NK0099
 NK0099.The dynamic height is computed by dividing the NAVD 88
 NK0099.geopotential number by the normal gravity value computed on the
 NK0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0099.degrees latitude (g = 980.6199 gals.).
 NK0099
 NK0099.The modeled gravity was interpolated from observed gravity values.
 NK0099
 NK0099;                    North         East    Units  Estimated Accuracy
 NK0099;SPC IA N     - 1,056,820.    1,596,350.      MT  (+/- 180 meters Scaled)
 NK0099
 NK0099                          SUPERSEDED SURVEY CONTROL
 NK0099
 NK0099  NGVD 29 (??/??/92)  250.355  (m)          821.37   (f) ADJ UNCH    2 0
 NK0099
 NK0099.Superseded values are not recommended for survey control.
 NK0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0099.See file dsdata.txt to determine how the superseded data were derived.
 NK0099
 NK0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG549506(NAD 83)
 NK0099_MARKER: DB = BENCH MARK DISK
 NK0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0099_SP_SET: CONCRETE BLOCK
 NK0099_STAMPING: U 82 1934
 NK0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0099
 NK0099  HISTORY     - Date     Condition        Report By
 NK0099  HISTORY     - 1934     MONUMENTED       CGS
 NK0099
 NK0099                          STATION DESCRIPTION
 NK0099
 NK0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0099'AT ELBERON.
 NK0099'AT ELBERON, TAMA COUNTY, 6 POLES SOUTH OF THE CHICAGO AND NORTH
 NK0099'WESTERN RAILWAY STATION, 4 POLES SOUTH OF MILEPOST 9, 170 FEET
 NK0099'NORTH OF THE CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NK0099'PACIFIC RAILROAD, IN THE NORTHWEST CORNER OF A CONCRETE SWITCH
 NK0099'BLOCK, 10 FEET WEST OF THE CENTER LINE OF THE TRACK, AND LEVEL
 NK0099'WITH THE RAIL.  A STANDARD DISK, STAMPED U 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0020 ***********************************************************************
 MH0020  DESIGNATION -  U 83
 MH0020  PID         -  MH0020
 MH0020  STATE/COUNTY-  IA/TAMA
 MH0020  USGS QUAD   -  CHELSEA (1968)
 MH0020
 MH0020                         *CURRENT SURVEY CONTROL
 MH0020  ___________________________________________________________________
 MH0020* NAD 83(1986)-  41 55 17.     (N)    092 24 07.     (W)     SCALED    
 MH0020* NAVD 88     -       239.873  (meters)     786.98   (feet)  ADJUSTED  
 MH0020  ___________________________________________________________________
 MH0020  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 MH0020  DYNAMIC HT  -         239.786 (meters)     786.70  (feet)  COMP
 MH0020  MODELED GRAV-     980,252.3   (mgal)                       NAVD 88
 MH0020
 MH0020  VERT ORDER  -  SECOND    CLASS 0
 MH0020
 MH0020.The horizontal coordinates were scaled from a topographic map and have
 MH0020.an estimated accuracy of +/- 6 seconds.
 MH0020
 MH0020.The orthometric height was determined by differential leveling
 MH0020.and adjusted by the National Geodetic Survey in June 1991..
 MH0020
 MH0020.The geoid height was determined by GEOID03.
 MH0020
 MH0020.The dynamic height is computed by dividing the NAVD 88
 MH0020.geopotential number by the normal gravity value computed on the
 MH0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0020.degrees latitude (g = 980.6199 gals.).
 MH0020
 MH0020.The modeled gravity was interpolated from observed gravity values.
 MH0020
 MH0020;                    North         East    Units  Estimated Accuracy
 MH0020;SPC IA N     - 1,047,400.    1,591,090.      MT  (+/- 180 meters Scaled)
 MH0020
 MH0020                          SUPERSEDED SURVEY CONTROL
 MH0020
 MH0020  NGVD 29 (??/??/92)  239.872  (m)          786.98   (f) ADJ UNCH    2 0
 MH0020
 MH0020.Superseded values are not recommended for survey control.
 MH0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0020.See file dsdata.txt to determine how the superseded data were derived.
 MH0020
 MH0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG495412(NAD 83)
 MH0020_MARKER: DB = BENCH MARK DISK
 MH0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0020_SP_SET: BRIDGE
 MH0020_STAMPING: U 83 1934
 MH0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0020
 MH0020  HISTORY     - Date     Condition        Report By
 MH0020  HISTORY     - 1934     MONUMENTED       CGS
 MH0020
 MH0020                          STATION DESCRIPTION
 MH0020
 MH0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0020'0.4 MI W FROM CHELSEA.
 MH0020'0.4 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MH0020'FROM THE STATION AT CHELSEA, TAMA COUNTY, 9 POLES WEST OF
 MH0020'MILEPOST 123, AT 100-FOOT STEEL BRIDGE 364, IN THE SOUTH END
 MH0020'OF THE EAST STONE ABUTMENT, 12 FEET SOUTH OF THE CENTERLINE
 MH0020'OF THE SOUTH TRACK, AND 2 FEET LOWER THAN THE RAIL.  A STANDARD
 MH0020'DISK, STAMPED U 83 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0032 ***********************************************************************
 MH0032  DESIGNATION -  U 85
 MH0032  PID         -  MH0032
 MH0032  STATE/COUNTY-  IA/IOWA
 MH0032  USGS QUAD   -  WILLIAMSBURG (1968)
 MH0032
 MH0032                         *CURRENT SURVEY CONTROL
 MH0032  ___________________________________________________________________
 MH0032* NAD 83(1986)-  41 38 40.     (N)    092 00 19.     (W)     SCALED    
 MH0032* NAVD 88     -       230.917  (meters)     757.60   (feet)  ADJUSTED  
 MH0032  ___________________________________________________________________
 MH0032  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 MH0032  DYNAMIC HT  -         230.826 (meters)     757.30  (feet)  COMP
 MH0032  MODELED GRAV-     980,221.6   (mgal)                       NAVD 88
 MH0032
 MH0032  VERT ORDER  -  SECOND    CLASS 0
 MH0032
 MH0032.The horizontal coordinates were scaled from a topographic map and have
 MH0032.an estimated accuracy of +/- 6 seconds.
 MH0032
 MH0032.The orthometric height was determined by differential leveling
 MH0032.and adjusted by the National Geodetic Survey in June 1991..
 MH0032
 MH0032.The geoid height was determined by GEOID03.
 MH0032
 MH0032.The dynamic height is computed by dividing the NAVD 88
 MH0032.geopotential number by the normal gravity value computed on the
 MH0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0032.degrees latitude (g = 980.6199 gals.).
 MH0032
 MH0032.The modeled gravity was interpolated from observed gravity values.
 MH0032
 MH0032;                    North         East    Units  Estimated Accuracy
 MH0032;SPC IA S     -   183,690.      624,520.      MT  (+/- 180 meters Scaled)
 MH0032
 MH0032                          SUPERSEDED SURVEY CONTROL
 MH0032
 MH0032  NGVD 29 (??/??/92)  230.933  (m)          757.65   (f) ADJ UNCH    2 0
 MH0032
 MH0032.Superseded values are not recommended for survey control.
 MH0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0032.See file dsdata.txt to determine how the superseded data were derived.
 MH0032
 MH0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG828107(NAD 83)
 MH0032_MARKER: DB = BENCH MARK DISK
 MH0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0032_SP_SET: BRIDGE
 MH0032_STAMPING: U 85 1934
 MH0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0032
 MH0032  HISTORY     - Date     Condition        Report By
 MH0032  HISTORY     - 1934     MONUMENTED       CGS
 MH0032
 MH0032                          STATION DESCRIPTION
 MH0032
 MH0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0032'1.4 MI S FROM WILLIAMSBURG.
 MH0032'1.4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MH0032'PACIFIC RAILROAD FROM THE STATION AT WILLIAMSBURG, IOWA COUNTY,
 MH0032'ONE POLE NORTH OF MILEPOST 51, AT A 180-FOOT CONCRETE BRIDGE,
 MH0032'IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE DECK, 6 FEET
 MH0032'WEST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE RAIL.
 MH0032'A STANDARD DISK, STAMPED U 85 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0087 ***********************************************************************
 MH0087  DESIGNATION -  U 86
 MH0087  PID         -  MH0087
 MH0087  STATE/COUNTY-  IA/KEOKUK
 MH0087  USGS QUAD   -  HEDRICK (1980)
 MH0087
 MH0087                         *CURRENT SURVEY CONTROL
 MH0087  ___________________________________________________________________
 MH0087* NAD 83(1986)-  41 10 20.     (N)    092 18 38.     (W)     SCALED    
 MH0087* NAVD 88     -       250.725  (meters)     822.59   (feet)  ADJUSTED  
 MH0087  ___________________________________________________________________
 MH0087  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 MH0087  DYNAMIC HT  -         250.615 (meters)     822.23  (feet)  COMP
 MH0087  MODELED GRAV-     980,180.5   (mgal)                       NAVD 88
 MH0087
 MH0087  VERT ORDER  -  SECOND    CLASS 0
 MH0087
 MH0087.The horizontal coordinates were scaled from a topographic map and have
 MH0087.an estimated accuracy of +/- 6 seconds.
 MH0087
 MH0087.The orthometric height was determined by differential leveling
 MH0087.and adjusted by the National Geodetic Survey in June 1991..
 MH0087
 MH0087.The geoid height was determined by GEOID03.
 MH0087
 MH0087.The dynamic height is computed by dividing the NAVD 88
 MH0087.geopotential number by the normal gravity value computed on the
 MH0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0087.degrees latitude (g = 980.6199 gals.).
 MH0087
 MH0087.The modeled gravity was interpolated from observed gravity values.
 MH0087
 MH0087;                    North         East    Units  Estimated Accuracy
 MH0087;SPC IA S     -   130,860.      599,810.      MT  (+/- 180 meters Scaled)
 MH0087
 MH0087                          SUPERSEDED SURVEY CONTROL
 MH0087
 MH0087  NGVD 29 (??/??/92)  250.690  (m)          822.47   (f) ADJ UNCH    2 0
 MH0087
 MH0087.Superseded values are not recommended for survey control.
 MH0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0087.See file dsdata.txt to determine how the superseded data were derived.
 MH0087
 MH0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF578581(NAD 83)
 MH0087_MARKER: DB = BENCH MARK DISK
 MH0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0087_SP_SET: CONCRETE FOOTING
 MH0087_STAMPING: U 86 1934
 MH0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0087+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 MH0087
 MH0087  HISTORY     - Date     Condition        Report By
 MH0087  HISTORY     - 1934     MONUMENTED       CGS
 MH0087  HISTORY     - 1981     GOOD             NGS
 MH0087  HISTORY     - 20040913 GOOD             GEOCAC
 MH0087
 MH0087                          STATION DESCRIPTION
 MH0087
 MH0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0087'AT HEDRICK.
 MH0087'AT HEDRICK, KEOKUK COUNTY, AT THE CITY WATER TOWER, AND IN THE
 MH0087'TOP OF THE WEST CORNER OF THE NORTHWEST CONCRETE FOOTING.  A
 MH0087'STANDARD DISK, STAMPED U 86 1934.
 MH0087
 MH0087                          STATION RECOVERY (1981)
 MH0087
 MH0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MH0087'RECOVERED IN GOOD CONDITION.
 MH0087
 MH0087                          STATION RECOVERY (2004)
 MH0087
 MH0087'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 MH0087'FOUND IN GOOD CONDITION, HANDHELD READING N41 10.330 W092 18.592 WHICH
 MH0087'IS REASONABLY CONSISTENT WITH POSITION OF THE TANK MH0520.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0154 ***********************************************************************
 MH0154  DESIGNATION -  U 87
 MH0154  PID         -  MH0154
 MH0154  STATE/COUNTY-  IA/POWESHIEK
 MH0154  USGS QUAD   -  GRINNELL SOUTH (1979)
 MH0154
 MH0154                         *CURRENT SURVEY CONTROL
 MH0154  ___________________________________________________________________
 MH0154* NAD 83(1986)-  41 37 52.     (N)    092 43 03.     (W)     SCALED    
 MH0154* NAVD 88     -       278.582  (meters)     913.98   (feet)  ADJUSTED  
 MH0154  ___________________________________________________________________
 MH0154  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 MH0154  DYNAMIC HT  -         278.467 (meters)     913.60  (feet)  COMP
 MH0154  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 MH0154
 MH0154  VERT ORDER  -  SECOND    CLASS 0
 MH0154
 MH0154.The horizontal coordinates were scaled from a topographic map and have
 MH0154.an estimated accuracy of +/- 6 seconds.
 MH0154
 MH0154.The orthometric height was determined by differential leveling
 MH0154.and adjusted by the National Geodetic Survey in June 1991..
 MH0154
 MH0154.The geoid height was determined by GEOID03.
 MH0154
 MH0154.The dynamic height is computed by dividing the NAVD 88
 MH0154.geopotential number by the normal gravity value computed on the
 MH0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0154.degrees latitude (g = 980.6199 gals.).
 MH0154
 MH0154.The modeled gravity was interpolated from observed gravity values.
 MH0154
 MH0154;                    North         East    Units  Estimated Accuracy
 MH0154;SPC IA S     -   181,430.      565,200.      MT  (+/- 180 meters Scaled)
 MH0154
 MH0154                          SUPERSEDED SURVEY CONTROL
 MH0154
 MH0154  NGVD 29 (??/??/92)  278.560  (m)          913.91   (f) ADJ UNCH    2 0
 MH0154
 MH0154.Superseded values are not recommended for survey control.
 MH0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0154.See file dsdata.txt to determine how the superseded data were derived.
 MH0154
 MH0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG235088(NAD 83)
 MH0154_MARKER: DB = BENCH MARK DISK
 MH0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0154_STAMPING: U 87 1934
 MH0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0154+STABILITY: SURFACE MOTION
 MH0154
 MH0154  HISTORY     - Date     Condition        Report By
 MH0154  HISTORY     - 1934     MONUMENTED       CGS
 MH0154
 MH0154                          STATION DESCRIPTION
 MH0154
 MH0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0154'3.8 MI N FROM SEARSBORO.
 MH0154'3.8 MILES NORTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 MH0154'THE STATION AT SEARSBORO, POWESHIEK COUNTY, 11-1/2 POLES SOUTH
 MH0154'OF MILEPOST 276, 160 FEET NORTH OF OVERHEAD HIGHWAY BRIDGE 421, AT
 MH0154'A CUT, ON THE SIDE OF A HILL, 15 FEET NORTH OF THE POINT OF THE
 MH0154'SWITCH TO THE DERAIL EAST OF A PIPE LINE PUMPING STATION, 39
 MH0154'FEET EAST OF THE CENTERLINE OF THE TRACK, 6 FEET WEST OF THE
 MH0154'RIGHT-OF-WAY FENCE, AND 1 FOOT HIGHER THAN THE RAIL.  A STANDARD
 MH0154'DISK, STAMPED U 87 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0104 ***********************************************************************
 NL0104  CBN         -  This is a Cooperative Base Network Control Station.
 NL0104  DESIGNATION -  U 88
 NL0104  PID         -  NL0104
 NL0104  STATE/COUNTY-  IA/BOONE
 NL0104  USGS QUAD   -  OGDEN (1982)
 NL0104
 NL0104                         *CURRENT SURVEY CONTROL
 NL0104  ___________________________________________________________________
 NL0104* NAD 83(1996)-  42 02 15.50842(N)    094 05 12.13190(W)     ADJUSTED  
 NL0104* NAVD 88     -       318.262  (meters)    1044.16   (feet)  ADJUSTED  
 NL0104  ___________________________________________________________________
 NL0104  X           -    -338,115.415 (meters)                     COMP
 NL0104  Y           -  -4,732,353.018 (meters)                     COMP
 NL0104  Z           -   4,248,904.773 (meters)                     COMP
 NL0104  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 NL0104  ELLIP HEIGHT-         290.92  (meters)          (06/15/04) GPS OBS
 NL0104  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 NL0104  DYNAMIC HT  -         318.170 (meters)    1043.86  (feet)  COMP
 NL0104  MODELED GRAV-     980,324.6   (mgal)                       NAVD 88
 NL0104
 NL0104  HORZ ORDER  -  B
 NL0104  VERT ORDER  -  SECOND    CLASS 0
 NL0104  ELLP ORDER  -  FOURTH    CLASS I
 NL0104
 NL0104.The horizontal coordinates were established by GPS observations
 NL0104.and adjusted by the National Geodetic Survey in August 1997..
 NL0104
 NL0104.The orthometric height was determined by differential leveling
 NL0104.and adjusted by the National Geodetic Survey in June 1991..
 NL0104
 NL0104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0104
 NL0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0104
 NL0104.The ellipsoidal height was determined by GPS observations
 NL0104.and is referenced to NAD 83.
 NL0104
 NL0104.The geoid height was determined by GEOID03.
 NL0104
 NL0104.The dynamic height is computed by dividing the NAVD 88
 NL0104.geopotential number by the normal gravity value computed on the
 NL0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0104.degrees latitude (g = 980.6199 gals.).
 NL0104
 NL0104.The modeled gravity was interpolated from observed gravity values.
 NL0104
 NL0104;                    North         East     Units Scale Factor Converg.
 NL0104;SPC IA N     - 1,059,887.978 1,451,419.970   MT  1.00000540   -0 23 51.5
 NL0104;UTM  15      - 4,654,526.708   410,054.309   MT  0.99969955   -0 43 39.8
 NL0104
 NL0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0104!SPC IA N     -   0.99995437  x   1.00000540  =   0.99995977
 NL0104!UTM  15      -   0.99995437  x   0.99969955  =   0.99965394
 NL0104
 NL0104                          SUPERSEDED SURVEY CONTROL
 NL0104
 NL0104  ELLIP H (08/25/97)  290.97   (m)                       GP(       ) 4 1
 NL0104  NAVD 88 (08/25/97)  318.26   (m)         1044.2    (f) LEVELING    3  
 NL0104  NGVD 29 (??/??/92)  318.247  (m)         1044.12   (f) ADJ UNCH    2 0
 NL0104
 NL0104.Superseded values are not recommended for survey control.
 NL0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0104.See file dsdata.txt to determine how the superseded data were derived.
 NL0104
 NL0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG1005454527(NAD 83)
 NL0104_MARKER: DB = BENCH MARK DISK
 NL0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0104_STAMPING: U 88 1935
 NL0104_MARK LOGO: CGS   
 NL0104_PROJECTION: PROJECTING 3 CENTIMETERS
 NL0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0104+STABILITY: SURFACE MOTION
 NL0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0104+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 NL0104
 NL0104  HISTORY     - Date     Condition        Report By
 NL0104  HISTORY     - 1935     MONUMENTED       CGS
 NL0104  HISTORY     - 19960919 GOOD             IADT
 NL0104  HISTORY     - 20010501 GOOD             WOOLPT
 NL0104  HISTORY     - 20011008 GOOD             JCLS
 NL0104  HISTORY     - 20021031 GOOD             JCLS
 NL0104
 NL0104                          STATION DESCRIPTION
 NL0104
 NL0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0104'2.5 MI W FROM OGDEN.
 NL0104'2.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0104'FROM THE STATION AT OGDEN, BOONE COUNTY, 200 FEET WEST OF BRIDGE
 NL0104'708, AT A ROAD CROSSING, 44 FEET WEST OF THE CENTERLINE OF THE
 NL0104'ROAD, 28 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK,
 NL0104'10 FEET NORTHWEST OF A FENCE CORNER, 8 FEET NORTHEAST OF A
 NL0104'POLE, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NL0104'U 88 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NL0104
 NL0104                          STATION RECOVERY (1996)
 NL0104
 NL0104'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (DMO)
 NL0104'RECOVERED IN 1996 BY IOWA DOT.  LOCATED 2.5 MI (4.0 KM) EAST OF BEAVER
 NL0104'AND 2.0 MI (3.2 KM) WEST OF OGDEN, NEAR THE E 1/4 CORNER OF THE
 NL0104'SOUTHEAST 1/4 OF SECTION 34, T 84 N, R 28 W.  TO REACH THE STATION
 NL0104'FROM THE OGDEN INTERCHANGE OF U.S.  HWY 30, GO WEST ON HWY 30 FOR
 NL0104'APPROX.  3.1 MI (5.0 KM) TO A CROSSROAD (GRAVEL) .  TURN RIGHT AND GO
 NL0104'NORTH FOR 0.2 MI (0.3 KM) TO THE DOUBLE-TRACK RAILROAD CROSSING AND
 NL0104'THE STATION ON THE LEFT, WEST SIDE OF THE ROAD AND SOUTH OF THE RR
 NL0104'TRACKS.  THE STATION MONUMENT IS APPROX.  38 M (124.7 FT) EAST OF
 NL0104'RAILROAD MILEPOST 217, 13 M (42.7 FT) WEST OF THE CENTERLINE OF THE
 NL0104'COUNTY GRAVEL ROAD, 7.9 M (25.9 FT) SOUTH OF THE SOUTH RAIL AND 0.6 M
 NL0104'(2.0 FT) EAST OF A PINK STATE HARN SURVEY WITNESS POST.  THE MONUMENT
 NL0104'IS FLUSH WITH THE GROUND.
 NL0104
 NL0104                          STATION RECOVERY (2001)
 NL0104
 NL0104'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 NL0104'RECOVERED AS DESCRIBED.
 NL0104' 
 NL0104' 
 NL0104' 
 NL0104' 
 NL0104' 
 NL0104' 
 NL0104' 
 NL0104'
 NL0104
 NL0104                          STATION RECOVERY (2001)
 NL0104
 NL0104'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 NL0104'RECOVERED AS DESCRIBED.
 NL0104
 NL0104                          STATION RECOVERY (2002)
 NL0104
 NL0104'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 NL0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0184 ***********************************************************************
 NL0184  DESIGNATION -  U 89
 NL0184  PID         -  NL0184
 NL0184  STATE/COUNTY-  IA/CARROLL
 NL0184  USGS QUAD   -  GLIDDEN (1980)
 NL0184
 NL0184                         *CURRENT SURVEY CONTROL
 NL0184  ___________________________________________________________________
 NL0184* NAD 83(1986)-  42 03 17.     (N)    094 43 33.     (W)     SCALED    
 NL0184* NAVD 88     -       373.471  (meters)    1225.30   (feet)  ADJUSTED  
 NL0184  ___________________________________________________________________
 NL0184  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 NL0184  DYNAMIC HT  -         373.337 (meters)    1224.86  (feet)  COMP
 NL0184  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 NL0184
 NL0184  VERT ORDER  -  SECOND    CLASS 0
 NL0184
 NL0184.The horizontal coordinates were scaled from a topographic map and have
 NL0184.an estimated accuracy of +/- 6 seconds.
 NL0184
 NL0184.The orthometric height was determined by differential leveling
 NL0184.and adjusted by the National Geodetic Survey in June 1991..
 NL0184
 NL0184.The geoid height was determined by GEOID03.
 NL0184
 NL0184.The dynamic height is computed by dividing the NAVD 88
 NL0184.geopotential number by the normal gravity value computed on the
 NL0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0184.degrees latitude (g = 980.6199 gals.).
 NL0184
 NL0184.The modeled gravity was interpolated from observed gravity values.
 NL0184
 NL0184;                    North         East    Units  Estimated Accuracy
 NL0184;SPC IA N     - 1,062,350.    1,398,530.      MT  (+/- 180 meters Scaled)
 NL0184
 NL0184                          SUPERSEDED SURVEY CONTROL
 NL0184
 NL0184  NGVD 29 (??/??/92)  373.392  (m)         1225.04   (f) ADJ UNCH    2 0
 NL0184
 NL0184.Superseded values are not recommended for survey control.
 NL0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0184.See file dsdata.txt to determine how the superseded data were derived.
 NL0184
 NL0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG571572(NAD 83)
 NL0184_MARKER: DB = BENCH MARK DISK
 NL0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0184_STAMPING: U 89 1935
 NL0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0184+STABILITY: SURFACE MOTION
 NL0184
 NL0184  HISTORY     - Date     Condition        Report By
 NL0184  HISTORY     - 1935     MONUMENTED       CGS
 NL0184  HISTORY     - 1943     GOOD             NGS
 NL0184
 NL0184                          STATION DESCRIPTION
 NL0184
 NL0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0184'AT GLIDDEN.
 NL0184'AT GLIDDEN, CARROLL COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NL0184'RAILWAY, 400 FEET EAST OF THE STATION, AT THE CROSSING OF STATE
 NL0184'HIGHWAY 286, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 24
 NL0184'FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, 7 FEET EAST OF THE
 NL0184'NORTH POLE OF A DOUBLE POLE, AND ABOUT 1 FOOT LOWER THAN THE
 NL0184'TRACK.  A STANDARD DISK, STAMPED U 89 1935 AND SET IN THE TOP OF
 NL0184'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0114 ***********************************************************************
 OQ0114  DESIGNATION -  U 9
 OQ0114  PID         -  OQ0114
 OQ0114  STATE/COUNTY-  IA/LYON
 OQ0114  USGS QUAD   -  INWOOD (1971)
 OQ0114
 OQ0114                         *CURRENT SURVEY CONTROL
 OQ0114  ___________________________________________________________________
 OQ0114* NAD 83(1986)-  43 17 08.     (N)    096 24 33.     (W)     SCALED    
 OQ0114* NAVD 88     -       423.316  (meters)    1388.83   (feet)  ADJUSTED  
 OQ0114  ___________________________________________________________________
 OQ0114  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OQ0114  DYNAMIC HT  -         423.200 (meters)    1388.45  (feet)  COMP
 OQ0114  MODELED GRAV-     980,331.9   (mgal)                       NAVD 88
 OQ0114
 OQ0114  VERT ORDER  -  SECOND    CLASS 0
 OQ0114
 OQ0114.The horizontal coordinates were scaled from a topographic map and have
 OQ0114.an estimated accuracy of +/- 6 seconds.
 OQ0114
 OQ0114.The orthometric height was determined by differential leveling
 OQ0114.and adjusted by the National Geodetic Survey in June 1991..
 OQ0114
 OQ0114.The geoid height was determined by GEOID03.
 OQ0114
 OQ0114.The dynamic height is computed by dividing the NAVD 88
 OQ0114.geopotential number by the normal gravity value computed on the
 OQ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0114.degrees latitude (g = 980.6199 gals.).
 OQ0114
 OQ0114.The modeled gravity was interpolated from observed gravity values.
 OQ0114
 OQ0114;                    North         East    Units  Estimated Accuracy
 OQ0114;SPC IA N     - 1,202,400.    1,263,930.      MT  (+/- 180 meters Scaled)
 OQ0114
 OQ0114                          SUPERSEDED SURVEY CONTROL
 OQ0114
 OQ0114  NGVD 29 (??/??/92)  423.070  (m)         1388.02   (f) ADJ UNCH    2 0
 OQ0114
 OQ0114.Superseded values are not recommended for survey control.
 OQ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0114.See file dsdata.txt to determine how the superseded data were derived.
 OQ0114
 OQ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN101957(NAD 83)
 OQ0114_MARKER: DB = BENCH MARK DISK
 OQ0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0114_STAMPING: U 9 1934
 OQ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0114+STABILITY: SURFACE MOTION
 OQ0114
 OQ0114  HISTORY     - Date     Condition        Report By
 OQ0114  HISTORY     - 1934     MONUMENTED       CGS
 OQ0114  HISTORY     - 1971     MARK NOT FOUND   USGS
 OQ0114
 OQ0114                          STATION DESCRIPTION
 OQ0114
 OQ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0114'1.8 MI SE FROM INWOOD.
 OQ0114'1.8 MILES SOUTHEAST ALONG CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0114'PACIFIC RAILROAD FROM THE STATION AT INWOOD, 240 YARDS NORTHWEST
 OQ0114'OF A BRIDGE, 210 YARDS SOUTHEAST OF A SECTION-ROAD CROSSING,
 OQ0114'45.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 1.3 FEET NORTHEAST
 OQ0114'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 9 1934
 OQ0114'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 OQ0114'GROUND.
 OQ0114
 OQ0114                          STATION RECOVERY (1971)
 OQ0114
 OQ0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OQ0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0340 ***********************************************************************
 MJ0340  DESIGNATION -  U 90
 MJ0340  PID         -  MJ0340
 MJ0340  STATE/COUNTY-  IA/CRAWFORD
 MJ0340  USGS QUAD   -  EARLING NE (1971)
 MJ0340
 MJ0340                         *CURRENT SURVEY CONTROL
 MJ0340  ___________________________________________________________________
 MJ0340* NAD 83(1986)-  41 55 00.     (N)    095 21 48.     (W)     SCALED    
 MJ0340* NAVD 88     -       403.833  (meters)    1324.91   (feet)  ADJUSTED  
 MJ0340  ___________________________________________________________________
 MJ0340  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 MJ0340  DYNAMIC HT  -         403.648 (meters)    1324.30  (feet)  COMP
 MJ0340  MODELED GRAV-     980,153.8   (mgal)                       NAVD 88
 MJ0340
 MJ0340  VERT ORDER  -  SECOND    CLASS 0
 MJ0340
 MJ0340.The horizontal coordinates were scaled from a topographic map and have
 MJ0340.an estimated accuracy of +/- 6 seconds.
 MJ0340
 MJ0340.The orthometric height was determined by differential leveling
 MJ0340.and adjusted by the National Geodetic Survey in June 1991..
 MJ0340
 MJ0340.The geoid height was determined by GEOID03.
 MJ0340
 MJ0340.The dynamic height is computed by dividing the NAVD 88
 MJ0340.geopotential number by the normal gravity value computed on the
 MJ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0340.degrees latitude (g = 980.6199 gals.).
 MJ0340
 MJ0340.The modeled gravity was interpolated from observed gravity values.
 MJ0340
 MJ0340;                    North         East    Units  Estimated Accuracy
 MJ0340;SPC IA N     - 1,047,990.    1,345,430.      MT  (+/- 180 meters Scaled)
 MJ0340
 MJ0340                          SUPERSEDED SURVEY CONTROL
 MJ0340
 MJ0340  NGVD 29 (??/??/92)  403.684  (m)         1324.42   (f) ADJ UNCH    2 0
 MJ0340
 MJ0340.Superseded values are not recommended for survey control.
 MJ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0340.See file dsdata.txt to determine how the superseded data were derived.
 MJ0340
 MJ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG040432(NAD 83)
 MJ0340_MARKER: DB = BENCH MARK DISK
 MJ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0340_STAMPING: U 90 1935
 MJ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0340+STABILITY: SURFACE MOTION
 MJ0340
 MJ0340  HISTORY     - Date     Condition        Report By
 MJ0340  HISTORY     - 1935     MONUMENTED       CGS
 MJ0340  HISTORY     - 1971     MARK NOT FOUND   USGS
 MJ0340
 MJ0340                          STATION DESCRIPTION
 MJ0340
 MJ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0340'1.9 MI E FROM BUCK GROVE.
 MJ0340'1.9 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0340'RAILROAD FROM THE STATION AT BUCK GROVE, CRAWFORD COUNTY, AT A
 MJ0340'ROAD CROSSING, 42 FEET EAST OF THE CENTERLINE OF THE ROAD, 25
 MJ0340'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE
 MJ0340'TRACK.  A STANDARD DISK, STAMPED U 90 1935 AND SET IN THE TOP
 MJ0340'OF A CONCRETE POST.
 MJ0340
 MJ0340                          STATION RECOVERY (1971)
 MJ0340
 MJ0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MJ0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0359 ***********************************************************************
 NL0359  DESIGNATION -  U 91
 NL0359  PID         -  NL0359
 NL0359  STATE/COUNTY-  IA/MONONA
 NL0359  USGS QUAD   -  MAPLETON (1982)
 NL0359
 NL0359                         *CURRENT SURVEY CONTROL
 NL0359  ___________________________________________________________________
 NL0359* NAD 83(1986)-  42 10 24.     (N)    095 49 00.     (W)     SCALED    
 NL0359* NAVD 88     -       343.663  (meters)    1127.50   (feet)  ADJUSTED  
 NL0359  ___________________________________________________________________
 NL0359  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 NL0359  DYNAMIC HT  -         343.537 (meters)    1127.09  (feet)  COMP
 NL0359  MODELED GRAV-     980,243.9   (mgal)                       NAVD 88
 NL0359
 NL0359  VERT ORDER  -  SECOND    CLASS 0
 NL0359
 NL0359.The horizontal coordinates were scaled from a topographic map and have
 NL0359.an estimated accuracy of +/- 6 seconds.
 NL0359
 NL0359.The orthometric height was determined by differential leveling
 NL0359.and adjusted by the National Geodetic Survey in June 1991..
 NL0359
 NL0359.The geoid height was determined by GEOID03.
 NL0359
 NL0359.The dynamic height is computed by dividing the NAVD 88
 NL0359.geopotential number by the normal gravity value computed on the
 NL0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0359.degrees latitude (g = 980.6199 gals.).
 NL0359
 NL0359.The modeled gravity was interpolated from observed gravity values.
 NL0359
 NL0359;                    North         East    Units  Estimated Accuracy
 NL0359;SPC IA N     - 1,077,410.    1,308,610.      MT  (+/- 180 meters Scaled)
 NL0359
 NL0359                          SUPERSEDED SURVEY CONTROL
 NL0359
 NL0359  NGVD 29 (??/??/92)  343.523  (m)         1127.04   (f) ADJ UNCH    2 0
 NL0359
 NL0359.Superseded values are not recommended for survey control.
 NL0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0359.See file dsdata.txt to determine how the superseded data were derived.
 NL0359
 NL0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG673728(NAD 83)
 NL0359_MARKER: DB = BENCH MARK DISK
 NL0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0359_SP_SET: CULVERT
 NL0359_STAMPING: U 91 1935
 NL0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0359
 NL0359  HISTORY     - Date     Condition        Report By
 NL0359  HISTORY     - 1935     MONUMENTED       CGS
 NL0359  HISTORY     - 1962     GOOD             NGS
 NL0359
 NL0359                          STATION DESCRIPTION
 NL0359
 NL0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NL0359'1.3 MI NW FROM MAPLETON.
 NL0359'1.3 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NL0359'AND PACIFIC RAILROAD FROM THE STATION AT MAPLETON, AT THE NORTH
 NL0359'END OF A CURVE IN STATE HIGHWAY 141, SET IN THE CENTER OF THE TOP
 NL0359'OF THE SOUTHWEST HEADWALL OF A 3 X 10 FOOT CONCRETE CULVERT
 NL0359'UNDER THE HIGHWAY, 15 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NL0359'HIGHWAY, 5 FEET LOWER THAN THE RAILROAD, 7 POLES SOUTHEAST OF
 NL0359'MILEPOST 469, 66 FEET EAST OF THE EAST RAIL.  NOTE-- THE U.S.
 NL0359'ARMY CORPS OF ENGINEERS REPORTED THAT THIS MARK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0386 ***********************************************************************
 NL0386  DESIGNATION -  U 92
 NL0386  PID         -  NL0386
 NL0386  STATE/COUNTY-  IA/WOODBURY
 NL0386  USGS QUAD   -  CORRECTIONVILLE (1969)
 NL0386
 NL0386                         *CURRENT SURVEY CONTROL
 NL0386  ___________________________________________________________________
 NL0386* NAD 83(1986)-  42 26 40.     (N)    095 49 25.     (W)     SCALED    
 NL0386* NAVD 88     -       343.570  (meters)    1127.20   (feet)  ADJUSTED  
 NL0386  ___________________________________________________________________
 NL0386  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 NL0386  DYNAMIC HT  -         343.456 (meters)    1126.82  (feet)  COMP
 NL0386  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 NL0386
 NL0386  VERT ORDER  -  SECOND    CLASS 0
 NL0386
 NL0386.The horizontal coordinates were scaled from a topographic map and have
 NL0386.an estimated accuracy of +/- 6 seconds.
 NL0386
 NL0386.The orthometric height was determined by differential leveling
 NL0386.and adjusted by the National Geodetic Survey in June 1991..
 NL0386
 NL0386.The geoid height was determined by GEOID03.
 NL0386
 NL0386.The dynamic height is computed by dividing the NAVD 88
 NL0386.geopotential number by the normal gravity value computed on the
 NL0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0386.degrees latitude (g = 980.6199 gals.).
 NL0386
 NL0386.The modeled gravity was interpolated from observed gravity values.
 NL0386
 NL0386;                    North         East    Units  Estimated Accuracy
 NL0386;SPC IA N     - 1,107,530.    1,308,870.      MT  (+/- 180 meters Scaled)
 NL0386
 NL0386                          SUPERSEDED SURVEY CONTROL
 NL0386
 NL0386  NGVD 29 (??/??/92)  343.443  (m)         1126.78   (f) ADJ UNCH    2 0
 NL0386
 NL0386.Superseded values are not recommended for survey control.
 NL0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0386.See file dsdata.txt to determine how the superseded data were derived.
 NL0386
 NL0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH677029(NAD 83)
 NL0386_MARKER: DB = BENCH MARK DISK
 NL0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0386_SP_SET: BRIDGE
 NL0386_STAMPING: U 92 1935
 NL0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0386
 NL0386  HISTORY     - Date     Condition        Report By
 NL0386  HISTORY     - 1935     MONUMENTED       CGS
 NL0386  HISTORY     - 1942     GOOD             NGS
 NL0386
 NL0386                          STATION DESCRIPTION
 NL0386
 NL0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NL0386'2.9 MI SW FROM CORRECTIONVILLE.
 NL0386'2.9 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 NL0386'THE STATION AT CORRECTIONVILLE, 12-1/2 POLES NORTHEAST OF MILEPOST
 NL0386'25, 65 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AT A
 NL0386'40-FOOT CONCRETE DECK SKEW BRIDGE ON STATE HIGHWAY 31, IN
 NL0386'THE CENTER OF THE TOP OF THE SOUTH WING WALL, 14 FEET SOUTHEAST
 NL0386'OF THE CENTERLINE OF THE HIGHWAY, ABOUT 3 FEET HIGHER THAN THE
 NL0386'HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 NL0386'DISK, STAMPED U 92 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0135 ***********************************************************************
 NL0135  DESIGNATION -  U 93
 NL0135  PID         -  NL0135
 NL0135  STATE/COUNTY-  IA/CARROLL
 NL0135  USGS QUAD   -  CARROLL WEST (1980)
 NL0135
 NL0135                         *CURRENT SURVEY CONTROL
 NL0135  ___________________________________________________________________
 NL0135* NAD 83(1986)-  42 06 27.     (N)    094 56 51.     (W)     SCALED    
 NL0135* NAVD 88     -       386.887  (meters)    1269.31   (feet)  ADJUSTED  
 NL0135  ___________________________________________________________________
 NL0135  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 NL0135  DYNAMIC HT  -         386.724 (meters)    1268.78  (feet)  COMP
 NL0135  MODELED GRAV-     980,189.7   (mgal)                       NAVD 88
 NL0135
 NL0135  VERT ORDER  -  SECOND    CLASS 0
 NL0135
 NL0135.The horizontal coordinates were scaled from a topographic map and have
 NL0135.an estimated accuracy of +/- 6 seconds.
 NL0135
 NL0135.The orthometric height was determined by differential leveling
 NL0135.and adjusted by the National Geodetic Survey in June 1991..
 NL0135
 NL0135.The geoid height was determined by GEOID03.
 NL0135
 NL0135.The dynamic height is computed by dividing the NAVD 88
 NL0135.geopotential number by the normal gravity value computed on the
 NL0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0135.degrees latitude (g = 980.6199 gals.).
 NL0135
 NL0135.The modeled gravity was interpolated from observed gravity values.
 NL0135
 NL0135;                    North         East    Units  Estimated Accuracy
 NL0135;SPC IA N     - 1,068,500.    1,380,280.      MT  (+/- 180 meters Scaled)
 NL0135
 NL0135                          SUPERSEDED SURVEY CONTROL
 NL0135
 NL0135  NGVD 29 (??/??/92)  386.773  (m)         1268.94   (f) ADJ UNCH    2 0
 NL0135
 NL0135.Superseded values are not recommended for survey control.
 NL0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0135.See file dsdata.txt to determine how the superseded data were derived.
 NL0135
 NL0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG389635(NAD 83)
 NL0135_MARKER: DB = BENCH MARK DISK
 NL0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0135_STAMPING: U 93 1935
 NL0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0135+STABILITY: SURFACE MOTION
 NL0135
 NL0135  HISTORY     - Date     Condition        Report By
 NL0135  HISTORY     - 1935     MONUMENTED       CGS
 NL0135  HISTORY     - 1943     GOOD             NGS
 NL0135  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0135
 NL0135                          STATION DESCRIPTION
 NL0135
 NL0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0135'MAPLE RIVER FROM MAPLE RIVER.
 NL0135'1.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0135'FROM THE STATION AT MAPLE RIVER, CARROLL COUNTY, 200 FEET
 NL0135'SOUTHEAST OF MILEPOST 1, AT A ROAD CROSSING, 48 FEET NORTHEAST
 NL0135'OF THE CENTERLINE OF THE TRACK, 42 FEET NORTHWEST OF A FENCE
 NL0135'CORNER, AND 2 FEET SOUTHWEST OF THE FENCE LINE.  A STANDARD
 NL0135'DISK, STAMPED U 93 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NL0135
 NL0135                          STATION RECOVERY (1975)
 NL0135
 NL0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0434 ***********************************************************************
 NL0434  DESIGNATION -  U 94
 NL0434  PID         -  NL0434
 NL0434  STATE/COUNTY-  IA/CRAWFORD
 NL0434  USGS QUAD   -  UTE (1971)
 NL0434
 NL0434                         *CURRENT SURVEY CONTROL
 NL0434  ___________________________________________________________________
 NL0434* NAD 83(1986)-  42 04 51.     (N)    095 39 09.     (W)     SCALED    
 NL0434* NAVD 88     -       370.429  (meters)    1215.32   (feet)  ADJUSTED  
 NL0434  ___________________________________________________________________
 NL0434  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 NL0434  DYNAMIC HT  -         370.286 (meters)    1214.85  (feet)  COMP
 NL0434  MODELED GRAV-     980,223.7   (mgal)                       NAVD 88
 NL0434
 NL0434  VERT ORDER  -  SECOND    CLASS 0
 NL0434
 NL0434.The horizontal coordinates were scaled from a topographic map and have
 NL0434.an estimated accuracy of +/- 6 seconds.
 NL0434
 NL0434.The orthometric height was determined by differential leveling
 NL0434.and adjusted by the National Geodetic Survey in June 1991..
 NL0434
 NL0434.The geoid height was determined by GEOID03.
 NL0434
 NL0434.The dynamic height is computed by dividing the NAVD 88
 NL0434.geopotential number by the normal gravity value computed on the
 NL0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0434.degrees latitude (g = 980.6199 gals.).
 NL0434
 NL0434.The modeled gravity was interpolated from observed gravity values.
 NL0434
 NL0434;                    North         East    Units  Estimated Accuracy
 NL0434;SPC IA N     - 1,066,780.    1,321,910.      MT  (+/- 180 meters Scaled)
 NL0434
 NL0434                          SUPERSEDED SURVEY CONTROL
 NL0434
 NL0434  NGVD 29 (??/??/92)  370.281  (m)         1214.83   (f) ADJ UNCH    2 0
 NL0434
 NL0434.Superseded values are not recommended for survey control.
 NL0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0434.See file dsdata.txt to determine how the superseded data were derived.
 NL0434
 NL0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG805621(NAD 83)
 NL0434_MARKER: DB = BENCH MARK DISK
 NL0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0434_STAMPING: U 94 1935
 NL0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0434+STABILITY: SURFACE MOTION
 NL0434
 NL0434  HISTORY     - Date     Condition        Report By
 NL0434  HISTORY     - 1935     MONUMENTED       CGS
 NL0434  HISTORY     - 1943     GOOD             NGS
 NL0434
 NL0434                          STATION DESCRIPTION
 NL0434
 NL0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0434'1.5 MI E FROM UTE.
 NL0434'IN CRAWFORD COUNTY, 1.5 MILES EAST ALONG THE CHICAGO, MILWAUKEE,
 NL0434'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT UTE, MONONA
 NL0434'COUNTY, THENCE 2.8 MILES NORTHEAST ALONG THE CHICAGO AND NORTH
 NL0434'WESTERN RAILWAY, 4 POLES NORTHEAST OF MILEPOST 37, AT THE SIDING
 NL0434'AT BERNE, OPPOSITE A POINT 135 FEET SOUTHWEST OF A SWITCH BLOCK,
 NL0434'AT A ROAD CROSSING, 46 FEET SOUTHEAST OF THE CENTERLINE OF THE
 NL0434'MAIN TRACK, 37 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET
 NL0434'WEST AND 4 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER, AND ABOUT
 NL0434'6 INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED U 94
 NL0434'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0270 ***********************************************************************
 MK0270  DESIGNATION -  U 95
 MK0270  PID         -  MK0270
 MK0270  STATE/COUNTY-  IA/HARRISON
 MK0270  USGS QUAD   -  MONDAMIN (1970)
 MK0270
 MK0270                         *CURRENT SURVEY CONTROL
 MK0270  ___________________________________________________________________
 MK0270* NAD 83(1986)-  41 44 56.     (N)    096 00 38.     (W)     SCALED    
 MK0270* NAVD 88     -       312.492  (meters)    1025.23   (feet)  ADJUSTED  
 MK0270  ___________________________________________________________________
 MK0270  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 MK0270  DYNAMIC HT  -         312.361 (meters)    1024.80  (feet)  COMP
 MK0270  MODELED GRAV-     980,198.0   (mgal)                       NAVD 88
 MK0270
 MK0270  VERT ORDER  -  SECOND    CLASS 0
 MK0270
 MK0270.The horizontal coordinates were scaled from a topographic map and have
 MK0270.an estimated accuracy of +/- 6 seconds.
 MK0270
 MK0270.The orthometric height was determined by differential leveling
 MK0270.and adjusted by the National Geodetic Survey in June 1991..
 MK0270
 MK0270.The geoid height was determined by GEOID03.
 MK0270
 MK0270.The dynamic height is computed by dividing the NAVD 88
 MK0270.geopotential number by the normal gravity value computed on the
 MK0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0270.degrees latitude (g = 980.6199 gals.).
 MK0270
 MK0270.The modeled gravity was interpolated from observed gravity values.
 MK0270
 MK0270;                    North         East    Units  Estimated Accuracy
 MK0270;SPC IA S     -   197,230.      291,210.      MT  (+/- 180 meters Scaled)
 MK0270
 MK0270                          SUPERSEDED SURVEY CONTROL
 MK0270
 MK0270  NGVD 29 (??/??/92)  312.344  (m)         1024.75   (f) ADJ UNCH    2 0
 MK0270
 MK0270.Superseded values are not recommended for survey control.
 MK0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0270.See file dsdata.txt to determine how the superseded data were derived.
 MK0270
 MK0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM485262(NAD 83)
 MK0270_MARKER: DB = BENCH MARK DISK
 MK0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0270_STAMPING: U 95 1935
 MK0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0270+STABILITY: SURFACE MOTION
 MK0270
 MK0270  HISTORY     - Date     Condition        Report By
 MK0270  HISTORY     - 1935     MONUMENTED       CGS
 MK0270  HISTORY     - 1943     GOOD             NGS
 MK0270
 MK0270                          STATION DESCRIPTION
 MK0270
 MK0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MK0270'2.9 MI NE FROM MONDAMIN.
 MK0270'2.9 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0270'FROM THE STATION AT MONDAMIN, HARRISON COUNTY, NEAR CULVERT 274,
 MK0270'AT A ROAD CROSSING, 34 FEET NORTHWEST OF THE CENTERLINE OF THE
 MK0270'TRACK, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 3 FEET
 MK0270'SOUTHEAST OF A POWER-TRANSMISSION LINE POLE.  A STANDARD DISK,
 MK0270'STAMPED U 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0577 ***********************************************************************
 MJ0577  DESIGNATION -  U 96
 MJ0577  PID         -  MJ0577
 MJ0577  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0577  USGS QUAD   -  NEOLA (1994)
 MJ0577
 MJ0577                         *CURRENT SURVEY CONTROL
 MJ0577  ___________________________________________________________________
 MJ0577* NAD 83(1986)-  41 27 39.     (N)    095 36 23.     (W)     SCALED    
 MJ0577* NAVD 88     -       337.057  (meters)    1105.83   (feet)  ADJUSTED  
 MJ0577  ___________________________________________________________________
 MJ0577  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 MJ0577  DYNAMIC HT  -         336.909 (meters)    1105.34  (feet)  COMP
 MJ0577  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 MJ0577
 MJ0577  VERT ORDER  -  FIRST     CLASS II
 MJ0577
 MJ0577.The horizontal coordinates were scaled from a topographic map and have
 MJ0577.an estimated accuracy of +/- 6 seconds.
 MJ0577
 MJ0577.The orthometric height was determined by differential leveling
 MJ0577.and adjusted by the National Geodetic Survey in June 1991..
 MJ0577.WARNING-Repeat measurements at this control monument indicate possible
 MJ0577.vertical movement.
 MJ0577
 MJ0577.The geoid height was determined by GEOID03.
 MJ0577
 MJ0577.The dynamic height is computed by dividing the NAVD 88
 MJ0577.geopotential number by the normal gravity value computed on the
 MJ0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0577.degrees latitude (g = 980.6199 gals.).
 MJ0577
 MJ0577.The modeled gravity was interpolated from observed gravity values.
 MJ0577
 MJ0577;                    North         East    Units  Estimated Accuracy
 MJ0577;SPC IA S     -   164,360.      324,040.      MT  (+/- 180 meters Scaled)
 MJ0577
 MJ0577                          SUPERSEDED SURVEY CONTROL
 MJ0577
 MJ0577  NGVD 29 (??/??/92)  336.936  (m)         1105.43   (f) ADJ UNCH    1 2
 MJ0577
 MJ0577.Superseded values are not recommended for survey control.
 MJ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0577.See file dsdata.txt to determine how the superseded data were derived.
 MJ0577
 MJ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF823931(NAD 83)
 MJ0577_MARKER: DB = BENCH MARK DISK
 MJ0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0577_SP_SET: PIER
 MJ0577_STAMPING: U 96 1935 1105.208
 MJ0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0577
 MJ0577  HISTORY     - Date     Condition        Report By
 MJ0577  HISTORY     - 1935     MONUMENTED       CGS
 MJ0577  HISTORY     - 1948     GOOD             NGS
 MJ0577
 MJ0577                          STATION DESCRIPTION
 MJ0577
 MJ0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0577'1.2 MI NE FROM NEOLA.
 MJ0577'1.25 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MJ0577'AND PACIFIC RAILWAY AND STATE HIGHWAY 64 FROM THE FARMERS
 MJ0577'AND MERCHANTS STATE BANK AT NEOLA, AT STATE HIGHWAY 64 OVERPASS
 MJ0577'OVER THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY,
 MJ0577'SET IN THE SOUTHEAST FACE OF THE MOST NORTHEASTERLY ONE OF TWO
 MJ0577'CONCRETE PIERS ON THE NORTHWEST SIDE OF THE TRACK, 8.7 FEET
 MJ0577'NORTHWEST OF THE NORTHWEST RAIL, 3.5 FEET ABOVE GROUND, SET
 MJ0577'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0891 ***********************************************************************
 LF0891  DESIGNATION -  U 97
 LF0891  PID         -  LF0891
 LF0891  STATE/COUNTY-  IA/MILLS
 LF0891  USGS QUAD   -  TABOR NE (1957)
 LF0891
 LF0891                         *CURRENT SURVEY CONTROL
 LF0891  ___________________________________________________________________
 LF0891* NAD 83(1986)-  40 57 40.     (N)    095 30 35.     (W)     SCALED    
 LF0891* NAVD 88     -       333.012  (meters)    1092.56   (feet)  ADJUSTED  
 LF0891  ___________________________________________________________________
 LF0891  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 LF0891  DYNAMIC HT  -         332.856 (meters)    1092.05  (feet)  COMP
 LF0891  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 LF0891
 LF0891  VERT ORDER  -  SECOND    CLASS 0
 LF0891
 LF0891.The horizontal coordinates were scaled from a topographic map and have
 LF0891.an estimated accuracy of +/- 6 seconds.
 LF0891
 LF0891.The orthometric height was determined by differential leveling
 LF0891.and adjusted by the National Geodetic Survey in June 1991..
 LF0891
 LF0891.The geoid height was determined by GEOID03.
 LF0891
 LF0891.The dynamic height is computed by dividing the NAVD 88
 LF0891.geopotential number by the normal gravity value computed on the
 LF0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0891.degrees latitude (g = 980.6199 gals.).
 LF0891
 LF0891.The modeled gravity was interpolated from observed gravity values.
 LF0891
 LF0891;                    North         East    Units  Estimated Accuracy
 LF0891;SPC IA S     -   108,680.      330,840.      MT  (+/- 180 meters Scaled)
 LF0891
 LF0891                          SUPERSEDED SURVEY CONTROL
 LF0891
 LF0891  NGVD 29 (??/??/92)  332.920  (m)         1092.26   (f) ADJ UNCH    2 0
 LF0891
 LF0891.Superseded values are not recommended for survey control.
 LF0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0891.See file dsdata.txt to determine how the superseded data were derived.
 LF0891
 LF0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF887374(NAD 83)
 LF0891_MARKER: DB = BENCH MARK DISK
 LF0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0891_STAMPING: U 97 1935
 LF0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0891+STABILITY: SURFACE MOTION
 LF0891
 LF0891  HISTORY     - Date     Condition        Report By
 LF0891  HISTORY     - 1935     MONUMENTED       CGS
 LF0891  HISTORY     - 1949     GOOD             NGS
 LF0891
 LF0891                          STATION DESCRIPTION
 LF0891
 LF0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0891'1 MI N FROM STRAHAN.
 LF0891'1.0 MILE NORTH ALONG THE WABASH RAILWAY FROM THE STATION AT
 LF0891'STRAHAN, 11-1/2 RAILS NORTHWEST OF TRESTLE 1219, ON THE TOP OF A
 LF0891'SMALL KNOLL BETWEEN TWO FILLS, 39.8 FEET EAST OF THE EAST RAIL
 LF0891'OF THE TRACK, 7.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 0.7
 LF0891'FOOT NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 LF0891'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0434 ***********************************************************************
 MJ0434  DESIGNATION -  U 98
 MJ0434  PID         -  MJ0434
 MJ0434  STATE/COUNTY-  IA/MONTGOMERY
 MJ0434  USGS QUAD   -  RED OAK NORTH (1978)
 MJ0434
 MJ0434                         *CURRENT SURVEY CONTROL
 MJ0434  ___________________________________________________________________
 MJ0434* NAD 83(1986)-  41 04 28.     (N)    095 12 02.     (W)     SCALED    
 MJ0434* NAVD 88     -       319.796  (meters)    1049.20   (feet)  ADJUSTED  
 MJ0434  ___________________________________________________________________
 MJ0434  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 MJ0434  DYNAMIC HT  -         319.650 (meters)    1048.72  (feet)  COMP
 MJ0434  MODELED GRAV-     980,157.9   (mgal)                       NAVD 88
 MJ0434
 MJ0434  VERT ORDER  -  SECOND    CLASS 0
 MJ0434
 MJ0434.The horizontal coordinates were scaled from a topographic map and have
 MJ0434.an estimated accuracy of +/- 6 seconds.
 MJ0434
 MJ0434.The orthometric height was determined by differential leveling
 MJ0434.and adjusted by the National Geodetic Survey in June 1991..
 MJ0434
 MJ0434.The geoid height was determined by GEOID03.
 MJ0434
 MJ0434.The dynamic height is computed by dividing the NAVD 88
 MJ0434.geopotential number by the normal gravity value computed on the
 MJ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0434.degrees latitude (g = 980.6199 gals.).
 MJ0434
 MJ0434.The modeled gravity was interpolated from observed gravity values.
 MJ0434
 MJ0434;                    North         East    Units  Estimated Accuracy
 MJ0434;SPC IA S     -   120,710.      357,100.      MT  (+/- 180 meters Scaled)
 MJ0434
 MJ0434                          SUPERSEDED SURVEY CONTROL
 MJ0434
 MJ0434  NGVD 29 (??/??/92)  319.705  (m)         1048.90   (f) ADJ UNCH    2 0
 MJ0434
 MJ0434.Superseded values are not recommended for survey control.
 MJ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0434.See file dsdata.txt to determine how the superseded data were derived.
 MJ0434
 MJ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF151493(NAD 83)
 MJ0434_MARKER: DB = BENCH MARK DISK
 MJ0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0434_STAMPING: U 98 1935
 MJ0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0434+STABILITY: SURFACE MOTION
 MJ0434
 MJ0434  HISTORY     - Date     Condition        Report By
 MJ0434  HISTORY     - 1935     MONUMENTED       CGS
 MJ0434  HISTORY     - 1976     GOOD             USGS
 MJ0434
 MJ0434                          STATION DESCRIPTION
 MJ0434
 MJ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0434'1.3 MI S FROM STENNETT.
 MJ0434'1.3 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0434'FROM THE STATION AT STENNETT, 1-1/2 POLES NORTH OF BRIDGE 629,
 MJ0434'AT A PRIVATE-ROAD CROSSING, 46 FEET EAST OF THE CENTERLINE OF THE
 MJ0434'TRACK, 16 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET
 MJ0434'WEST AND 9 FEET SOUTH OF A FENCE CORNER, AND ABOUT 6 INCHES
 MJ0434'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED U 98 1935 AND
 MJ0434'SET IN THE TOP OF A CONCRETE POST.
 MJ0434
 MJ0434                          STATION RECOVERY (1976)
 MJ0434
 MJ0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MJ0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0188 ***********************************************************************
 MJ0188  DESIGNATION -  U 99
 MJ0188  PID         -  MJ0188
 MJ0188  STATE/COUNTY-  IA/CASS
 MJ0188  USGS QUAD   -  WIOTA (1971)
 MJ0188
 MJ0188                         *CURRENT SURVEY CONTROL
 MJ0188  ___________________________________________________________________
 MJ0188* NAD 83(1986)-  41 28 19.     (N)    094 57 05.     (W)     SCALED    
 MJ0188* NAVD 88     -       364.908  (meters)    1197.20   (feet)  ADJUSTED  
 MJ0188  ___________________________________________________________________
 MJ0188  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 MJ0188  DYNAMIC HT  -         364.778 (meters)    1196.78  (feet)  COMP
 MJ0188  MODELED GRAV-     980,253.9   (mgal)                       NAVD 88
 MJ0188
 MJ0188  VERT ORDER  -  SECOND    CLASS 0
 MJ0188
 MJ0188.The horizontal coordinates were scaled from a topographic map and have
 MJ0188.an estimated accuracy of +/- 6 seconds.
 MJ0188
 MJ0188.The orthometric height was determined by differential leveling
 MJ0188.and adjusted by the National Geodetic Survey in June 1991..
 MJ0188
 MJ0188.The geoid height was determined by GEOID03.
 MJ0188
 MJ0188.The dynamic height is computed by dividing the NAVD 88
 MJ0188.geopotential number by the normal gravity value computed on the
 MJ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0188.degrees latitude (g = 980.6199 gals.).
 MJ0188
 MJ0188.The modeled gravity was interpolated from observed gravity values.
 MJ0188
 MJ0188;                    North         East    Units  Estimated Accuracy
 MJ0188;SPC IA S     -   164,470.      378,770.      MT  (+/- 180 meters Scaled)
 MJ0188
 MJ0188                          SUPERSEDED SURVEY CONTROL
 MJ0188
 MJ0188  NGVD 29 (??/??/92)  364.852  (m)         1197.02   (f) ADJ UNCH    2 0
 MJ0188
 MJ0188.Superseded values are not recommended for survey control.
 MJ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0188.See file dsdata.txt to determine how the superseded data were derived.
 MJ0188
 MJ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF370929(NAD 83)
 MJ0188_MARKER: DB = BENCH MARK DISK
 MJ0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0188_STAMPING: U 99 1935
 MJ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0188+STABILITY: SURFACE MOTION
 MJ0188
 MJ0188  HISTORY     - Date     Condition        Report By
 MJ0188  HISTORY     - 1935     MONUMENTED       CGS
 MJ0188  HISTORY     - 1969     MARK NOT FOUND   USGS
 MJ0188
 MJ0188                          STATION DESCRIPTION
 MJ0188
 MJ0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0188'AT LORAH.
 MJ0188'AT LORAH, CASS COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0188'RAILROAD, 265 FEET SOUTH OF THE STATION, AT AN EAST-AND-WEST
 MJ0188'ROAD CROSSING, 38 FEET WEST OF THE CENTERLINE OF THE TRACK, 26 FEET
 MJ0188'SOUTH OF THE CENTERLINE OF THE ROAD, 4 FEET EAST OF A POLE, AND
 MJ0188'ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MJ0188'U 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MJ0188
 MJ0188                          STATION RECOVERY (1969)
 MJ0188
 MJ0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MJ0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0855 ***********************************************************************
 NL0855  DESIGNATION -  ULMER
 NL0855  PID         -  NL0855
 NL0855  STATE/COUNTY-  IA/SAC
 NL0855  USGS QUAD   -  GRANT CITY (1980)
 NL0855
 NL0855                         *CURRENT SURVEY CONTROL
 NL0855  ___________________________________________________________________
 NL0855* NAD 83(1996)-  42 18 02.44520(N)    094 57 18.81000(W)     ADJUSTED  
 NL0855* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 NL0855  ___________________________________________________________________
 NL0855  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 NL0855  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 NL0855
 NL0855  HORZ ORDER  -  THIRD
 NL0855
 NL0855.The horizontal coordinates were established by classical geodetic methods
 NL0855.and adjusted by the National Geodetic Survey in May 1999..
 NL0855
 NL0855.The orthometric height was scaled from a topographic map.
 NL0855
 NL0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0855
 NL0855.The geoid height was determined by GEOID03.
 NL0855
 NL0855;                    North         East     Units Scale Factor Converg.
 NL0855;SPC IA N     - 1,089,969.026 1,380,012.787   MT  0.99996576   -0 59 10.6
 NL0855;UTM  15      - 4,685,012.290   338,834.451   MT  0.99991960   -1 18 58.3
 NL0855
 NL0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0855!SPC IA N     -   0.99994652  x   0.99996576  =   0.99991228
 NL0855!UTM  15      -   0.99994652  x   0.99991960  =   0.99986612
 NL0855
 NL0855|---------------------------------------------------------------------|
 NL0855| PID    Reference Object                     Distance      Geod. Az  |
 NL0855|                                                           dddmmss.s |
 NL0855| CI7255 ULMER RM 2                           17.090 METERS 00232     |
 NL0855| CI7254 ULMER RM 1                           16.514 METERS 17801     |
 NL0855| CI7253 ULMER AZ MK                                        3573558.7 |
 NL0855|---------------------------------------------------------------------|
 NL0855
 NL0855                          SUPERSEDED SURVEY CONTROL
 NL0855
 NL0855  NAD 83(1996)-  42 18 02.44415(N)    094 57 18.81210(W) AD(       ) 3
 NL0855  NAD 83(1986)-  42 18 02.44268(N)    094 57 18.81159(W) AD(       ) 3
 NL0855  NAD 27      -  42 18 02.50500(N)    094 57 17.85800(W) AD(       ) 3
 NL0855
 NL0855.Superseded values are not recommended for survey control.
 NL0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0855.See file dsdata.txt to determine how the superseded data were derived.
 NL0855
 NL0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG3883485012(NAD 83)
 NL0855_MARKER: DS = TRIANGULATION STATION DISK
 NL0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0855
 NL0855  HISTORY     - Date     Condition        Report By
 NL0855  HISTORY     - 1950     MONUMENTED       CGS
 NL0855  HISTORY     - 1977     SEE DESCRIPTION  NGS
 NL0855
 NL0855                          STATION DESCRIPTION
 NL0855
 NL0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0855'THE STATION IS LOCATED ABOUT 2 MILES NORTH AND 1/2 MILE WEST
 NL0855'OF THE VILLAGE OF ULMER AND ABOUT 5 MILES EAST AND 1/4 MILE SOUTH
 NL0855'OF THE SMALL CITY OF LAKE VIEW ON THE RIGHT-OF-WAY OF U.S.
 NL0855'HIGHWAY 71.  IT IS 57 FEET EAST OF THE CENTERLINE OF THE
 NL0855'HIGHWAY, 13 FEET SOUTHWEST OF A TELEPHONE POLE WITH A TRIANGLE
 NL0855'BLAZE AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCELINE.  THE MARK
 NL0855'IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED ULMER 1950.
 NL0855'
 NL0855'REFERENCE MARK NO. 1 IS 85 FEET NORTH OF A T-FENCE CORNER,
 NL0855'59 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST
 NL0855'OF THE RIGHT-OF-WAY FENCELINE.  THE MARK IS SET FLUSH WITH THE
 NL0855'GROUND AND THE DISK IS STAMPED ULMER NO 1 1950.
 NL0855'
 NL0855'REFERENCE MARK NO. 2 IS 59 FEET EAST OF THE CENTERLINE OF THE
 NL0855'HIGHWAY, 47 FEET NORTH OF A TELEPHONE POLE WITH A TRIANGLE
 NL0855'BLAZE AND 1 FOOT WEST OF A RIGHT-OF-WAY FENCELINE.  THE
 NL0855'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED ULMER
 NL0855'NO 2 1950.
 NL0855'
 NL0855'AZIMUTH MARK IS 60 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 NL0855'71, 10 FEET SOUTH OF A POWER LINE POLE AND 1 FOOT EAST OF A
 NL0855'RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 NL0855'THE DISK IS STAMPED ULMER 1950.
 NL0855'
 NL0855'TO REACH THE STATION FROM THE SMALL CITY OF LAKE VIEW, FROM THE
 NL0855'JUNCTION OF U.S. HIGHWAY 71 AND CITY ROUTE 71 IN THE NORTH
 NL0855'EDGE OF LAKE VIEW, GO EAST ON U.S. HIGHWAY 71 FOR 5.55 MILES TO
 NL0855'WHERE THE HIGHWAY TURNS SOUTH.  TURN SOUTH FOR 0.15 MILE TO
 NL0855'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH ON THE
 NL0855'HIGHWAY FOR 0.45 MILE TO THE MARK ON LEFT AS DESCRIBED.
 NL0855'
 NL0855'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0855
 NL0855                          STATION RECOVERY (1977)
 NL0855
 NL0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NL0855'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 NL0855'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE
 NL0855'STATION MARK WAS FOUND TILTED OUT OF POSITION.  THIS DATE THE
 NL0855'SURFACE STATION MARK WAS RESET DIRECTLY ABOVE THE UNDERGROUND MARK.
 NL0855'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY
 NL0855'WITH THE PREVIOUS DATA.  FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 NL0855'
 NL0855'THE STATION IS LOCATED ABOUT 2 MILES NORTH AND 1/2 MILE WEST OF THE
 NL0855'VILLAGE OF ULMER AND ABOUT 5 MILES EAST AND 1/4 MILE SOUTH OF LAKE
 NL0855'VIEW, ON THE RIGHT-OF-WAY OF US HIGHWAY 71.
 NL0855'
 NL0855'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 71 AND THE MAIN
 NL0855'ROAD LEADING SOUTH INTO THE TOWN OF LAKE VIEW AT THE NORTH EDGE OF
 NL0855'TOWN, GO EAST ON HIGHWAY 71 FOR 5.5 MILES TO WHERE THE HIGHWAY
 NL0855'CURVES TO THE SOUTH, BEAR RIGHT AND GO SOUTH ON HIGHWAY 71 FOR 0.15
 NL0855'MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH ON HIGHWAY
 NL0855'71 FOR 0.45 MILE TO THE STATION ON THE LEFT.
 NL0855'
 NL0855'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED, ULMER 1950 1977,
 NL0855'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 NL0855'THE GROUND SURFACE.  IT IS 57 FEET EAST OF THE CENTER OF THE
 NL0855'HIGHWAY, 4 FEET WEST OF A NORTH-SOUTH FENCELINE AND 3 FEET WEST OF A
 NL0855'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 NL0855'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE AND THE DISK
 NL0855'IS STAMPED ULMER 1950.  REBAR PLACED IN GROUND.
 NL0855'
 NL0855'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ULMER NO 1 1950, SET IN
 NL0855'TOP A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 NL0855'SURFACE.  IT IS 85 FEET NORTH OF A T-FENCE CORNER POST, 60 FEET
 NL0855'EAST OF THE CENTER OF THE HIGHWAY, 7.5 FEET SOUTHWEST OF A STEEL
 NL0855'FENCE POST IN THE FENCELINE AND 1 FOOT WEST OF THE NORTH-SOUTH
 NL0855'FENCELINE.
 NL0855'
 NL0855'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ULMER NO 2 1950, SET IN
 NL0855'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 NL0855'GROUND SURFACE.  IT IS 60 FEET EAST OF THE CENTER OF THE HIGHWAY, 3
 NL0855'FEET SOUTHWEST OF A STEEL FENCE POST IN THE FENCELINE AND 1 FOOT
 NL0855'WEST OF THE NORTH-SOUTH FENCELINE.
 NL0855'
 NL0855'THE AZIMUTH MARK IS STANDARD DISK STAMPED ULMER 1950, SET IN THE TOP
 NL0855'OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 NL0855'SURFACE.  IT IS 60 FEET WEST OF THE CENTER OF THE HIGHWAY, 10 FEET
 NL0855'SOUTH OF A POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST IN
 NL0855'FENCELINE.
 NL0855'
 NL0855'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES E AND 1/4
 NL0855'MILE S OF LAKE VIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0323 ***********************************************************************
 MG0323  DESIGNATION -  UNION DEPOT
 MG0323  PID         -  MG0323
 MG0323  STATE/COUNTY-  IA/SCOTT
 MG0323  USGS QUAD   -  DAVENPORT EAST (1993)
 MG0323
 MG0323                         *CURRENT SURVEY CONTROL
 MG0323  ___________________________________________________________________
 MG0323* NAD 83(1986)-  41 31 11.     (N)    090 34 37.     (W)     SCALED    
 MG0323* NAVD 88     -       170.674  (meters)     559.95   (feet)  ADJUSTED  
 MG0323  ___________________________________________________________________
 MG0323  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0323  DYNAMIC HT  -         170.607 (meters)     559.73  (feet)  COMP
 MG0323  MODELED GRAV-     980,231.0   (mgal)                       NAVD 88
 MG0323
 MG0323  VERT ORDER  -  SECOND    CLASS 0
 MG0323
 MG0323.The horizontal coordinates were scaled from a topographic map and have
 MG0323.an estimated accuracy of +/- 6 seconds.
 MG0323
 MG0323.The orthometric height was determined by differential leveling
 MG0323.and adjusted by the National Geodetic Survey in June 1991..
 MG0323
 MG0323.The geoid height was determined by GEOID03.
 MG0323
 MG0323.The dynamic height is computed by dividing the NAVD 88
 MG0323.geopotential number by the normal gravity value computed on the
 MG0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0323.degrees latitude (g = 980.6199 gals.).
 MG0323
 MG0323.The modeled gravity was interpolated from observed gravity values.
 MG0323
 MG0323;                    North         East    Units  Estimated Accuracy
 MG0323;SPC IA S     -   172,860.      743,940.      MT  (+/- 180 meters Scaled)
 MG0323
 MG0323                          SUPERSEDED SURVEY CONTROL
 MG0323
 MG0323  NGVD 29 (??/??/92)  170.732  (m)          560.14   (f) ADJ UNCH    2 0
 MG0323
 MG0323.Superseded values are not recommended for survey control.
 MG0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0323.See file dsdata.txt to determine how the superseded data were derived.
 MG0323
 MG0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF021992(NAD 83)
 MG0323_MARKER: B = BOLT
 MG0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0323+STABILITY: SURFACE MOTION
 MG0323
 MG0323  HISTORY     - Date     Condition        Report By
 MG0323  HISTORY     - UNK      MONUMENTED       CGS
 MG0323  HISTORY     - 1943     GOOD             NGS
 MG0323  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 MG0323  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0323
 MG0323                          STATION DESCRIPTION
 MG0323
 MG0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MG0323'AT DAVENPORT.
 MG0323'AT DAVENPORT, SCOTT COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0323'AND PACIFIC RAILROAD, IN THE NORTHEAST CORNER OF THE STATION
 MG0323'YARD, 37 FEET WEST OF THE CENTERLINE OF HARRISON STREET, 35
 MG0323'FEET SOUTH OF THE CENTERLINE OF FIRST STREET, 8 FEET SOUTH OF
 MG0323'THE CENTERLINE OF THE TRACK, ONE-HALF FOOT WEST OF A SIDEWALK,
 MG0323'AND 1/2 FOOT LOWER THAN THE SIDEWALK.  A BRASS BOLT, SET IN
 MG0323'THE TOP OF A CONCRETE POST.
 MG0323
 MG0323                          STATION RECOVERY (1996)
 MG0323
 MG0323'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0323'MARK NOT FOUND.
 MG0323
 MG0323                          STATION RECOVERY (2000)
 MG0323
 MG0323'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0323'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0776 ***********************************************************************
 NJ0776  DESIGNATION -  URBANA MUNICIPAL TANK
 NJ0776  PID         -  NJ0776
 NJ0776  STATE/COUNTY-  IA/BENTON
 NJ0776  USGS QUAD   -  CENTER POINT (1982)
 NJ0776
 NJ0776                         *CURRENT SURVEY CONTROL
 NJ0776  ___________________________________________________________________
 NJ0776* NAD 83(1996)-  42 13 27.88116(N)    091 52 21.03423(W)     ADJUSTED  
 NJ0776* NAVD 88     -                                                        
 NJ0776  ___________________________________________________________________
 NJ0776  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 NJ0776  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 NJ0776
 NJ0776  HORZ ORDER  -  THIRD
 NJ0776
 NJ0776.The horizontal coordinates were established by classical geodetic methods
 NJ0776.and adjusted by the National Geodetic Survey in May 1999..
 NJ0776
 NJ0776
 NJ0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0776
 NJ0776.The geoid height was determined by GEOID03.
 NJ0776
 NJ0776;                    North         East     Units Scale Factor Converg.
 NJ0776;SPC IA N     - 1,081,758.113 1,634,352.381   MT  0.99997511   +1 06 10.9
 NJ0776;UTM  15      - 4,675,308.161   593,047.872   MT  0.99970653   +0 45 28.0
 NJ0776
 NJ0776                          SUPERSEDED SURVEY CONTROL
 NJ0776
 NJ0776  NAD 83(1986)-  42 13 27.87659(N)    091 52 21.03589(W) AD(       ) 4
 NJ0776  NAD 27      -  42 13 27.91200(N)    091 52 20.39200(W) AD(       ) 3
 NJ0776
 NJ0776.Superseded values are not recommended for survey control.
 NJ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0776.See file dsdata.txt to determine how the superseded data were derived.
 NJ0776
 NJ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG9304875308(NAD 83)
 NJ0776_MARKER: 53 = ELEVATED TANK
 NJ0776
 NJ0776  HISTORY     - Date     Condition        Report By
 NJ0776  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0776  HISTORY     - 19950517 MARK NOT FOUND   USPSQD
 NJ0776
 NJ0776                          STATION DESCRIPTION
 NJ0776
 NJ0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0776'STATION IS THE CENTER OF THE URBANA MUNICIPAL WATER TANK.  THE
 NJ0776'TANK IS A TALL, SILVER, STEEL TANK WITH A BALL ON TOP.  IT IS
 NJ0776'LETTERED URBANA IN LARGE BLACK LETTERS ON THE NE AND SW SIDES.
 NJ0776'THE TANK IS ABOUT 125 FEET HIGH AND IS VERY PROMINENT.  IT
 NJ0776'WAS ERECTED IN 1915.
 NJ0776'
 NJ0776'THE TANK IS ABOUT 35 FEET E OF THE CENTER LINE OF WALNUT STREET,
 NJ0776'AND IS ABOUT MIDWAY BETWEEN 2ND STREET AND 3RD STREET.  3RD
 NJ0776'STREET IS STATE HIGHWAY 92 WHICH TURNS S ON THE FIRST STREET E OF
 NJ0776'THE TANK.
 NJ0776
 NJ0776                          STATION RECOVERY (1995)
 NJ0776
 NJ0776'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0661 ***********************************************************************
 NL0661  DESIGNATION -  UTE
 NL0661  PID         -  NL0661
 NL0661  STATE/COUNTY-  IA/MONONA
 NL0661  USGS QUAD   -  MAPLETON SE (1982)
 NL0661
 NL0661                         *CURRENT SURVEY CONTROL
 NL0661  ___________________________________________________________________
 NL0661* NAD 83(1996)-  42 03 56.06281(N)    095 46 06.67557(W)     ADJUSTED  
 NL0661* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 NL0661  ___________________________________________________________________
 NL0661  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 NL0661  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 NL0661
 NL0661  HORZ ORDER  -  SECOND
 NL0661
 NL0661.The horizontal coordinates were established by classical geodetic methods
 NL0661.and adjusted by the National Geodetic Survey in May 1999..
 NL0661
 NL0661.The orthometric height was scaled from a topographic map.
 NL0661
 NL0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0661
 NL0661.The geoid height was determined by GEOID03.
 NL0661
 NL0661;                    North         East     Units Scale Factor Converg.
 NL0661;SPC IA N     - 1,065,340.885 1,312,266.886   MT  1.00000020   -1 32 14.9
 NL0661;UTM  15      - 4,660,765.944   270,943.955   MT  1.00024563   -1 51 20.4
 NL0661
 NL0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0661!SPC IA N     -   0.99993505  x   1.00000020  =   0.99993525
 NL0661!UTM  15      -   0.99993505  x   1.00024563  =   1.00018066
 NL0661
 NL0661:                Primary Azimuth Mark                     Grid Az
 NL0661:SPC IA N     -  ST PAULS LUTHERAN CH STEEPLE             074 03 30.1
 NL0661:UTM  15      -  ST PAULS LUTHERAN CH STEEPLE             074 22 35.6
 NL0661
 NL0661|---------------------------------------------------------------------|
 NL0661| PID    Reference Object                     Distance      Geod. Az  |
 NL0661|                                                           dddmmss.s |
 NL0661| NL0651 ST PAULS LUTHERAN CH STEEPLE        APPROX.21.0 KM 0723115.2 |
 NL0661| CO4743 UTE AZ MK                                          0952722.2 |
 NL0661| NL0654 UTE MUNICIPAL TANK                  APPROX. 5.7 KM 1072101.2 |
 NL0661| CO4748 UTE RM 5 AZIMUTH                                   1801841.0 |
 NL0661| CO4745 UTE RM 2                             37.894 METERS 18503     |
 NL0661| CO4746 UTE RM 3                             18.282 METERS 21455     |
 NL0661| CO4747 UTE RM 4                             15.855 METERS 31904     |
 NL0661| CO4744 UTE RM 1                             26.415 METERS 35457     |
 NL0661|---------------------------------------------------------------------|
 NL0661
 NL0661                          SUPERSEDED SURVEY CONTROL
 NL0661
 NL0661  NAD 83(1996)-  42 03 56.06306(N)    095 46 06.67666(W) AD(       ) 2
 NL0661  NAD 83(1986)-  42 03 56.06403(N)    095 46 06.67642(W) AD(       ) 2
 NL0661  NAD 27      -  42 03 56.10500(N)    095 46 05.64900(W) AD(       ) 2
 NL0661
 NL0661.Superseded values are not recommended for survey control.
 NL0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0661.See file dsdata.txt to determine how the superseded data were derived.
 NL0661
 NL0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG7094460766(NAD 83)
 NL0661_MARKER: DS = TRIANGULATION STATION DISK
 NL0661_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NL0661
 NL0661  HISTORY     - Date     Condition        Report By
 NL0661  HISTORY     - 1950     MONUMENTED       CGS
 NL0661  HISTORY     - 1972     GOOD             NGS
 NL0661
 NL0661                          STATION DESCRIPTION
 NL0661
 NL0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0661'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST-NORTHWEST OF
 NL0661'THE TOWN OF UTE AND 0.2 MILE NORTH OF A CROSSROAD WITH A
 NL0661'FARM HOME IN THE NORTHWEST ANGLE.  IT IS 125 FEET NORTH OF
 NL0661'A T-FENCE CORNER, 25 FEET EAST OF THE CENTERLINE OF THE ROAD
 NL0661'AND 10 FEET EAST OF THE RIGHT-OF-WAY FENCE.  THE MARK IS 14
 NL0661'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 NL0661'UTE 1950.
 NL0661'
 NL0661'REFERENCE MARK NO. 1 IS 17 FEET EAST OF THE CENTERLINE OF THE
 NL0661'ROAD AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE MARK
 NL0661'PROJECTS 4 INCHES AND THE DISK IS STAMPED UTE NO 1 1950.
 NL0661'
 NL0661'REFERENCE MARK NO. 2 IS 14.5 FEET EAST OF THE CENTERLINE OF
 NL0661'THE ROAD, 1.5 FEET NORTHEAST OF A T-FENCE CORNER AND 1 FOOT
 NL0661'EAST OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES
 NL0661'AND THE DISK IS STAMPED UTE NO 2 1950.
 NL0661'
 NL0661'AZIMUTH MARK IS 30 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 NL0661'THE GRAVELED ROAD, 2 FEET WEST OF A WITNESS POST AND 1 FOOT
 NL0661'WEST-NORTHWEST OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 NL0661'4 INCHES AND THE DISK IS STAMPED UTE 1950.
 NL0661'
 NL0661'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 141 AND 183 AT
 NL0661'THE NORTH EDGE OF UTE, GO WEST AND NORTH ON HIGHWAY 141 FOR
 NL0661'1.15 MILES TO A SIDE ROAD LEFT, TURN LEFT (WEST) ON GRAVELED
 NL0661'ROAD 2.6 MILES TO THE AZIMUTH MARK ON THE RIGHT AT BOTTOM
 NL0661'OF HILL, CONTINUE ON GRAVELED ROAD 0.5 MILE TO A CROSSROAD WITH
 NL0661'A FARM HOME IN THE NORTHWEST ANGLE, TURN RIGHT (NORTH) 0.2 MILE
 NL0661'TO THE STATION ON THE RIGHT AT TOP OF HILL.
 NL0661'
 NL0661'A 4 FT. SIGNAL AT CASTANA AND MAPLETON IS VISIBLE AT 15 FT.
 NL0661'
 NL0661'A 50 FT. SIGNAL AT TURIN IS V.G.
 NL0661'
 NL0661'A 37 FT. SIGNAL AT CHARTER IS V.G.
 NL0661'
 NL0661'A 4 FT. SIGNAL AT BERNE IS V.G.
 NL0661'
 NL0661'A 50 FT. SIGNAL AT WILLOW IS V.G.
 NL0661'
 NL0661'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NL0661
 NL0661                          STATION RECOVERY (1972)
 NL0661
 NL0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NL0661'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 NL0661'IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE FOUND DESTROYED.
 NL0661'THE AZIMUTH MARK IS OBSTRUCTED BY A GROVE OF TREES AND WAS
 NL0661'LEFT INTACT.  REFERENCE MARKS 3, 4 AND 5 WERE ESTABLISHED
 NL0661'THIS DATE.  DUE TO CHANGES IN THE AREA A NEW COMPLETE DESCRIPTION
 NL0661'FOLLOWS--
 NL0661'
 NL0661'THE STATION IS LOCATED ABOUT 3.5 MILES WEST-NORTHWEST OF UTE,
 NL0661'ON A HIGH HILL ABOUT 0.3 MILE NORTHWEST OF A LARGE STOCK POND.
 NL0661'
 NL0661'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 141
 NL0661'AND 83 AT THE NORTH EDGE OF UTE, GO WEST AND NORTH ON HIGHWAY
 NL0661'141 FOR 1.15 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND
 NL0661'GO WEST FOR 2.5 MILES TO A SIDE ROAD ON THE LEFT AND A FARM
 NL0661'ON THE RIGHT.  (TURN LEFT AND GO SOUTH FOR 0.1 MILE TO THE
 NL0661'AZIMUTH MARK ON THE RIGHT.) CONTINUE WEST-SOUTHWEST AND
 NL0661'UPHILL FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT AND A
 NL0661'NORTH-SOUTH POWER LINE ON THE RIGHT AND OLD FARM BUILDINGS
 NL0661'NORTHWEST OF THE ROAD INTERSECTION.  TURN RIGHT AND GO
 NL0661'NORTH ALONG POWER LINE AND FENCE AND ACROSS PASTURE FOR 0.15
 NL0661'MILE TO TOP OF GRASSY HILL AND THE STATION ON THE RIGHT.
 NL0661'
 NL0661'THE STATION MARK IS A STANDARD DISK STAMPED UTE 1950, SET IN
 NL0661'THE TOP OF A CONCRETE MONUMENT THAT IS 14 INCHES BELOW THE
 NL0661'GROUND SURFACE.  IT IS 60 FEET NORTHEAST OF WITNESS POST BY
 NL0661'REFERENCE MARK 3, 42 FEET EAST-NORTHEAST OF A POWER POLE
 NL0661'AND 36 FEET EAST OF THE FENCE.
 NL0661'
 NL0661'REFERENCE MARK 3 IS A STANDARD DISK STAMPED UTE 1950 NO 3
 NL0661'1972, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 NL0661'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 25.5
 NL0661'FEET SOUTH OF A POWER POLE, 1.5 FEET EAST OF A METAL WITNESS
 NL0661'POST AND 1 FOOT EAST OF THE FENCE.
 NL0661'
 NL0661'REFERENCE MARK 4 IS A STANDARD DISK STAMPED UTE 1950 NO 4
 NL0661'1972, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 NL0661'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 63 FEET
 NL0661'NORTH OF THE POWER POLE, 1.5 FEET SOUTH OF A METAL WITNESS
 NL0661'POST AND 1 FOOT EAST OF THE FENCE.
 NL0661'
 NL0661'REFERENCE MARK 5 IS A STANDARD DISK STAMPED UTE 1950 NO 5 1972,
 NL0661'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NL0661'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 33
 NL0661'FEET EAST OF THE CENTER OF THE ROAD, 22 FEET NORTH OF A POWER
 NL0661'POLE WITH TRANSFORMER, 1 FOOT SOUTHWEST OF THE SOUTH END
 NL0661'GATE POST, 1.5 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT
 NL0661'WEST OF A FENCE.
 NL0661'
 NL0661'TO REACH REFERENCE MARK 5 FROM THE STATION, GO SOUTH ACROSS
 NL0661'PASTURE FOR 0.15 MILE TO ROAD INTERSECTION.  CONTINUE SOUTH
 NL0661'ON A GRAVELED ROAD FOR 1.45 MILES TO THE ADOLPH SCHMIDT FARM
 NL0661'HOME ON THE RIGHT AND REFERENCE MARK 5 ON THE LEFT.
 NL0661'
 NL0661'THE AZIMUTH MARK IS A STANDARD DISK STAMPED UTE 1950, SET IN THE
 NL0661'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 NL0661'THE GROUND SURFACE.  IT IS 30 FEET WEST OF THE CENTER OF THE
 NL0661'ROAD, 2 FEET WEST OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.
 NL0661'
 NL0661'REFERENCE MARK 3 TO REFERENCE MARK 4 IS OBSTRUCTED BY A POWER
 NL0661'POLE.
 NL0661'
 NL0661'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 NL0661'WEST-NORTHWEST OF UTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0654 ***********************************************************************
 NL0654  DESIGNATION -  UTE MUNICIPAL TANK
 NL0654  PID         -  NL0654
 NL0654  STATE/COUNTY-  IA/MONONA
 NL0654  USGS QUAD   -  UTE (1971)
 NL0654
 NL0654                         *CURRENT SURVEY CONTROL
 NL0654  ___________________________________________________________________
 NL0654* NAD 83(1996)-  42 03 00.54968(N)    095 42 08.57223(W)     ADJUSTED  
 NL0654* NAVD 88     -                                                        
 NL0654  ___________________________________________________________________
 NL0654  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 NL0654  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 NL0654
 NL0654  HORZ ORDER  -  THIRD
 NL0654
 NL0654.The horizontal coordinates were established by classical geodetic methods
 NL0654.and adjusted by the National Geodetic Survey in May 1999..
 NL0654
 NL0654
 NL0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0654
 NL0654.The geoid height was determined by GEOID03.
 NL0654
 NL0654;                    North         East     Units Scale Factor Converg.
 NL0654;SPC IA N     - 1,063,483.927 1,317,694.461   MT  1.00000304   -1 29 33.5
 NL0654;UTM  15      - 4,658,878.445   276,362.376   MT  1.00021545   -1 48 38.7
 NL0654
 NL0654                          SUPERSEDED SURVEY CONTROL
 NL0654
 NL0654  NAD 83(1996)-  42 03 00.54990(N)    095 42 08.57325(W) AD(       ) 4
 NL0654  NAD 83(1986)-  42 03 00.55056(N)    095 42 08.57283(W) AD(       ) 4
 NL0654  NAD 27      -  42 03 00.58900(N)    095 42 07.55700(W) AD(       ) 3
 NL0654
 NL0654.Superseded values are not recommended for survey control.
 NL0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0654.See file dsdata.txt to determine how the superseded data were derived.
 NL0654
 NL0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG7636258878(NAD 83)
 NL0654_MARKER: 53 = ELEVATED TANK
 NL0654
 NL0654  HISTORY     - Date     Condition        Report By
 NL0654  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0654
 NL0654                          STATION DESCRIPTION
 NL0654
 NL0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0654'THE STATION IS LOCATED IN THE TOWN OF UTE, IOWA.  IT IS A 4
 NL0654'LEGGED STEEL STRUCTURE, PAINTED SILVER AND APPROXIMATELY 100
 NL0654'FEET HIGH.
 NL0654'
 NL0654'THE POINT INTERSECTED WAS THE BALL AT THE TOP OF TANK.
 NL0654'
 NL0654'TO REACH FROM THE POST OFFICE, OR THE INTERSECTION OF HIGHWAY
 NL0654'183 AND THE MAIN STREET, GO EAST ON THE MAIN STREET 0.2 MILE TO
 NL0654'THE STATION ON THE RIGHT.  THE STREET MAKES A CURVE TO THE
 NL0654'LEFT IN PASSING THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0912 ***********************************************************************
 OO0912  DESIGNATION -  UTICA
 OO0912  PID         -  OO0912
 OO0912  STATE/COUNTY-  IA/CHICKASAW
 OO0912  USGS QUAD   -  WAUCOMA (1981)
 OO0912
 OO0912                         *CURRENT SURVEY CONTROL
 OO0912  ___________________________________________________________________
 OO0912* NAD 83(1996)-  43 05 23.86339(N)    092 05 32.75734(W)     ADJUSTED  
 OO0912* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 OO0912  ___________________________________________________________________
 OO0912  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 OO0912  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 OO0912
 OO0912  HORZ ORDER  -  THIRD
 OO0912
 OO0912.The horizontal coordinates were established by classical geodetic methods
 OO0912.and adjusted by the National Geodetic Survey in May 1999..
 OO0912
 OO0912.The orthometric height was scaled from a topographic map.
 OO0912
 OO0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0912
 OO0912.The geoid height was determined by GEOID03.
 OO0912
 OO0912;                    North         East     Units Scale Factor Converg.
 OO0912;SPC IA N     - 1,177,565.158 1,614,598.373   MT  0.99997250   +0 57 14.3
 OO0912;UTM  15      - 4,771,204.682   573,866.521   MT  0.99966712   +0 37 12.1
 OO0912
 OO0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0912!SPC IA N     -   0.99994927  x   0.99997250  =   0.99992177
 OO0912!UTM  15      -   0.99994927  x   0.99966712  =   0.99961640
 OO0912
 OO0912|---------------------------------------------------------------------|
 OO0912| PID    Reference Object                     Distance      Geod. Az  |
 OO0912|                                                           dddmmss.s |
 OO0912| CI7262 UTICA RM 1                           10.589 METERS 06024     |
 OO0912| NJ0847 HAWKEYE MUNICIPAL TANK              APPROX.20.4 KM 1454218.0 |
 OO0912| CI7263 UTICA RM 2                           10.546 METERS 24023     |
 OO0912| CI7261 UTICA AZ MK                                        2430124.9 |
 OO0912| OO0913 LAWLER MUNICIPAL TANK               APPROX. 6.0 KM 2461952.6 |
 OO0912|---------------------------------------------------------------------|
 OO0912
 OO0912                          SUPERSEDED SURVEY CONTROL
 OO0912
 OO0912  NAD 83(1996)-  43 05 23.86329(N)    092 05 32.75729(W) AD(       ) 3
 OO0912  NAD 83(1986)-  43 05 23.85575(N)    092 05 32.75670(W) AD(       ) 3
 OO0912  NAD 27      -  43 05 23.95170(N)    092 05 32.13450(W) AD(       ) 3
 OO0912
 OO0912.Superseded values are not recommended for survey control.
 OO0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0912.See file dsdata.txt to determine how the superseded data were derived.
 OO0912
 OO0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH7386771205(NAD 83)
 OO0912_MARKER: DS = TRIANGULATION STATION DISK
 OO0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0912
 OO0912  HISTORY     - Date     Condition        Report By
 OO0912  HISTORY     - 1961     MONUMENTED       CGS
 OO0912  HISTORY     - 1980     GOOD             LOCENG
 OO0912
 OO0912                          STATION DESCRIPTION
 OO0912
 OO0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 OO0912'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF LAWLER, ABOUT
 OO0912'3-1/2 MILES SOUTHWEST OF JACKSON JUNCTION, ABOUT 4 MILES
 OO0912'NORTHWEST OF WAUCOMA, NEAR THE CENTER OF SEC. 36, T. 96 N.,
 OO0912'R. 11 W., AND ON ROAD RIGHT-OF-WAY.  IT IS 288 FEET EAST
 OO0912'OF THE INTERSECTION OF STATE HIGHWAY 24 AND A DRIVEWAY SOUTH,
 OO0912'296 FEET NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY, 72
 OO0912'FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 24, 5
 OO0912'FEET NORTHEAST OF A WITNESS POST, AND 3 FEET NORTHWEST OF A
 OO0912'WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 OO0912'IS STAMPED UTICA 1961.
 OO0912'
 OO0912'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 193 IN
 OO0912'JACKSON JUNCTION, GO SOUTHWEST ON STATE HIGHWAY 24 FOR 2.15
 OO0912'MILES TO THE CENTER OF A CONCRETE BRIDGE.  CONTINUE SOUTHWEST
 OO0912'ON STATE HIGHWAY 24 FOR 1.1 MILES TO A SIDE ROAD LEFT.  CONTINUE
 OO0912'SOUTHWEST ON STATE HIGHWAY 24 FOR 0.35 MILE TO THE STATION
 OO0912'ON THE LEFT, JUST BEFORE REACHING A DRIVEWAY SOUTH.
 OO0912'
 OO0912'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 OO0912'ON STATE HIGHWAY 24 FOR 0.55 MILE TO A CROSSROAD AND THE
 OO0912'AZIMUTH MARK ON THE RIGHT.
 OO0912'
 OO0912'REFERENCE MARK 1 IS 72 FEET SOUTHEAST OF THE CENTERLINE OF
 OO0912'STATE HIGHWAY 24, AND 3 FEET NORTHWEST OF THE WIRE FENCE.
 OO0912'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED UTICA
 OO0912'NO 1 1961.
 OO0912'
 OO0912'REFERENCE MARK 2 IS 261 FEET NORTHEAST OF THE CENTERLINE OF THE
 OO0912'DRIVEWAY, 72 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 OO0912'24, AND 3 FEET NORTHEAST OF THE WIRE FENCE.  THE MONUMENT
 OO0912'PROJECTS 2 INCHES AND THE DISK IS STAMPED UTICA NO 2 1961.
 OO0912'
 OO0912'THE AZIMUTH MARK IS 266 FEET WEST OF THE INTERSECTION OF
 OO0912'THE CROSSROAD, 58 FEET NORTHWEST OF THE CENTERLINE OF STATE
 OO0912'HIGHWAY 24, 2 FEET EAST OF A POWER POLE, AND 1 FOOT SOUTHEAST
 OO0912'OF A WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 OO0912'DISK IS STAMPED UTICA 1961.
 OO0912'
 OO0912'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OO0912
 OO0912                          STATION RECOVERY (1980)
 OO0912
 OO0912'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (DV)
 OO0912'UTICA 1961 FOUND STATION AND AZ MARK IN GOOD CONDITION AS PER
 OO0912'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0523 ***********************************************************************
 LD0523  DESIGNATION -  UU 125
 LD0523  PID         -  LD0523
 LD0523  STATE/COUNTY-  IA/DES MOINES
 LD0523  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0523
 LD0523                         *CURRENT SURVEY CONTROL
 LD0523  ___________________________________________________________________
 LD0523* NAD 83(1986)-  40 49 38.     (N)    091 13 58.     (W)     SCALED    
 LD0523* NAVD 88     -       221.697  (meters)     727.35   (feet)  ADJUSTED  
 LD0523  ___________________________________________________________________
 LD0523  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LD0523  DYNAMIC HT  -         221.595 (meters)     727.02  (feet)  COMP
 LD0523  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 LD0523
 LD0523  VERT ORDER  -  SECOND    CLASS 0
 LD0523
 LD0523.The horizontal coordinates were scaled from a topographic map and have
 LD0523.an estimated accuracy of +/- 6 seconds.
 LD0523
 LD0523.The orthometric height was determined by differential leveling
 LD0523.and adjusted by the National Geodetic Survey in June 1991..
 LD0523
 LD0523.The geoid height was determined by GEOID03.
 LD0523
 LD0523.The dynamic height is computed by dividing the NAVD 88
 LD0523.geopotential number by the normal gravity value computed on the
 LD0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0523.degrees latitude (g = 980.6199 gals.).
 LD0523
 LD0523.The modeled gravity was interpolated from observed gravity values.
 LD0523
 LD0523;                    North         East    Units  Estimated Accuracy
 LD0523;SPC IA S     -    94,350.      691,220.      MT  (+/- 180 meters Scaled)
 LD0523
 LD0523                          SUPERSEDED SURVEY CONTROL
 LD0523
 LD0523  NGVD 29 (??/??/92)  221.748  (m)          727.52   (f) ADJ UNCH    2 0
 LD0523
 LD0523.Superseded values are not recommended for survey control.
 LD0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0523.See file dsdata.txt to determine how the superseded data were derived.
 LD0523
 LD0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF490210(NAD 83)
 LD0523_MARKER: DD = SURVEY DISK
 LD0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0523_STAMPING: UU 125 1935
 LD0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0523+STABILITY: SURFACE MOTION
 LD0523
 LD0523  HISTORY     - Date     Condition        Report By
 LD0523  HISTORY     - 1935     MONUMENTED       IAGS
 LD0523  HISTORY     - 1935     GOOD             NGS
 LD0523
 LD0523                          STATION DESCRIPTION
 LD0523
 LD0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0523'1 MI E FROM MIDDLETOWN.
 LD0523'ABOUT ONE MILE EAST ALONG U.S. HIGHWAY 34 FROM MIDDLETOWN, DES MOINES
 LD0523'COUNTY, MIDWAY BETWEEN TWO ROAD JUNCTIONS, AT THE W. GUELDENHARD
 LD0523'PROPERTY, 23 FEET NORTH OF THE NORTH EDGE OF THE HIGHWAY PAVEMENT,
 LD0523'AND 1.5 FEET SOUTH OF A FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 LD0523'UU 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0573 ***********************************************************************
 MJ0573  DESIGNATION -  UU 135
 MJ0573  PID         -  MJ0573
 MJ0573  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0573  USGS QUAD   -  NEOLA (1994)
 MJ0573
 MJ0573                         *CURRENT SURVEY CONTROL
 MJ0573  ___________________________________________________________________
 MJ0573* NAD 83(1986)-  41 27 45.     (N)    095 34 39.     (W)     SCALED    
 MJ0573* NAVD 88     -       386.183  (meters)    1267.00   (feet)  ADJUSTED  
 MJ0573  ___________________________________________________________________
 MJ0573  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 MJ0573  DYNAMIC HT  -         386.015 (meters)    1266.45  (feet)  COMP
 MJ0573  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 MJ0573
 MJ0573  VERT ORDER  -  FIRST     CLASS II
 MJ0573
 MJ0573.The horizontal coordinates were scaled from a topographic map and have
 MJ0573.an estimated accuracy of +/- 6 seconds.
 MJ0573
 MJ0573.The orthometric height was determined by differential leveling
 MJ0573.and adjusted by the National Geodetic Survey in June 1991..
 MJ0573
 MJ0573.The geoid height was determined by GEOID03.
 MJ0573
 MJ0573.The dynamic height is computed by dividing the NAVD 88
 MJ0573.geopotential number by the normal gravity value computed on the
 MJ0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0573.degrees latitude (g = 980.6199 gals.).
 MJ0573
 MJ0573.The modeled gravity was interpolated from observed gravity values.
 MJ0573
 MJ0573;                    North         East    Units  Estimated Accuracy
 MJ0573;SPC IA S     -   164,480.      326,460.      MT  (+/- 180 meters Scaled)
 MJ0573
 MJ0573                          SUPERSEDED SURVEY CONTROL
 MJ0573
 MJ0573  NGVD 29 (??/??/92)  386.063  (m)         1266.61   (f) ADJ UNCH    1 2
 MJ0573
 MJ0573.Superseded values are not recommended for survey control.
 MJ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0573.See file dsdata.txt to determine how the superseded data were derived.
 MJ0573
 MJ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF847933(NAD 83)
 MJ0573_MARKER: DB = BENCH MARK DISK
 MJ0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0573_SP_SET: CULVERT
 MJ0573_STAMPING: UU 135 1948
 MJ0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0573
 MJ0573  HISTORY     - Date     Condition        Report By
 MJ0573  HISTORY     - 1948     MONUMENTED       CGS
 MJ0573
 MJ0573                          STATION DESCRIPTION
 MJ0573
 MJ0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0573'2 MI W FROM MINDEN.
 MJ0573'0.65 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MJ0573'FROM THE STATION AT MINDEN, THENCE 1.3 MILES WEST ALONG STATE
 MJ0573'HIGHWAY 64, SET IN THE TOP OF THE SOUTH CONCRETE HEADWALL
 MJ0573'FOR A 24-INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY, ABOUT
 MJ0573'LEVEL WITH THE HIGHWAY, ABOUT 300.00 FEET WEST OF A TWO STORY
 MJ0573'WHITE FARM HOUSE WHICH IS ON THE NORTH SIDE OF THE HIGHWAY,
 MJ0573'10.6 FEET SOUTHWEST OF 133 (STATION) STENCILLED ON THE EDGE
 MJ0573'OF THE HIGHWAY PAVING, 17.0 FEET SOUTH OF THE CENTER LINE OF
 MJ0573'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0930 ***********************************************************************
 LF0930  DESIGNATION -  UU 158
 LF0930  PID         -  LF0930
 LF0930  STATE/COUNTY-  IA/FREMONT
 LF0930  USGS QUAD   -  ROCK BLUFF (1984)
 LF0930
 LF0930                         *CURRENT SURVEY CONTROL
 LF0930  ___________________________________________________________________
 LF0930* NAD 83(1986)-  40 53 15.     (N)    095 46 24.     (W)     SCALED    
 LF0930* NAVD 88     -       287.583  (meters)     943.51   (feet)  ADJUSTED  
 LF0930  ___________________________________________________________________
 LF0930  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 LF0930  DYNAMIC HT  -         287.452 (meters)     943.08  (feet)  COMP
 LF0930  MODELED GRAV-     980,160.2   (mgal)                       NAVD 88
 LF0930
 LF0930  VERT ORDER  -  SECOND    CLASS 0
 LF0930
 LF0930.The horizontal coordinates were scaled from a topographic map and have
 LF0930.an estimated accuracy of +/- 6 seconds.
 LF0930
 LF0930.The orthometric height was determined by differential leveling
 LF0930.and adjusted by the National Geodetic Survey in June 1991..
 LF0930
 LF0930.The geoid height was determined by GEOID03.
 LF0930
 LF0930.The dynamic height is computed by dividing the NAVD 88
 LF0930.geopotential number by the normal gravity value computed on the
 LF0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0930.degrees latitude (g = 980.6199 gals.).
 LF0930
 LF0930.The modeled gravity was interpolated from observed gravity values.
 LF0930
 LF0930;                    North         East    Units  Estimated Accuracy
 LF0930;SPC IA S     -   101,060.      308,440.      MT  (+/- 180 meters Scaled)
 LF0930
 LF0930                          SUPERSEDED SURVEY CONTROL
 LF0930
 LF0930  NGVD 29 (??/??/92)  287.500  (m)          943.24   (f) ADJ UNCH    2 0
 LF0930
 LF0930.Superseded values are not recommended for survey control.
 LF0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0930.See file dsdata.txt to determine how the superseded data were derived.
 LF0930
 LF0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF663299(NAD 83)
 LF0930_MARKER: DB = BENCH MARK DISK
 LF0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0930_STAMPING: UU 158 1949
 LF0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0930+STABILITY: SURFACE MOTION
 LF0930
 LF0930  HISTORY     - Date     Condition        Report By
 LF0930  HISTORY     - 1949     MONUMENTED       CGS
 LF0930  HISTORY     - 1950     GOOD             NGS
 LF0930  HISTORY     - 1950     GOOD             NGS
 LF0930  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF0930
 LF0930                          STATION DESCRIPTION
 LF0930
 LF0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF0930'1.2 MI E FROM BARLETT.
 LF0930'0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0930'FROM THE STATION AT BARTLETT, THENCE 1.05 MILES EAST ALONG A
 LF0930'GRAVELED ROAD, 82 FEET SOUTHEAST OF THE NEWELL LORIMER RESIDENCE,
 LF0930'40 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 36 FEET
 LF0930'WEST OF THE CENTER LINE OF A DRIVEWAY LEADING NORTH TO THE
 LF0930'LORIMER RESIDENCE, 8.0 FEET SOUTH OF A 22-INCH ELM TREE, 6.4
 LF0930'FEET NORTHEAST OF A POWER POLE, 3.0 FEET NORTH OF A REFERENCE
 LF0930'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 LF0930'WITH THE GROUND.
 LF0930
 LF0930                          STATION RECOVERY (1950)
 LF0930
 LF0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF0930'RECOVERED IN GOOD CONDITION.
 LF0930
 LF0930                          STATION RECOVERY (1989)
 LF0930
 LF0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0008 ***********************************************************************
 NL0008  DESIGNATION -  V 1
 NL0008  PID         -  NL0008
 NL0008  STATE/COUNTY-  IA/KOSSUTH
 NL0008  USGS QUAD   -  ST JOSEPH (1972)
 NL0008
 NL0008                         *CURRENT SURVEY CONTROL
 NL0008  ___________________________________________________________________
 NL0008* NAD 83(1986)-  42 58 50.     (N)    094 09 31.     (W)     SCALED    
 NL0008* NAVD 88     -       353.026  (meters)    1158.22   (feet)  ADJUSTED  
 NL0008  ___________________________________________________________________
 NL0008  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 NL0008  DYNAMIC HT  -         352.916 (meters)    1157.86  (feet)  COMP
 NL0008  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 NL0008
 NL0008  VERT ORDER  -  FIRST     CLASS II
 NL0008
 NL0008.The horizontal coordinates were scaled from a topographic map and have
 NL0008.an estimated accuracy of +/- 6 seconds.
 NL0008
 NL0008.The orthometric height was determined by differential leveling
 NL0008.and adjusted by the National Geodetic Survey in June 1991..
 NL0008
 NL0008.The geoid height was determined by GEOID03.
 NL0008
 NL0008.The dynamic height is computed by dividing the NAVD 88
 NL0008.geopotential number by the normal gravity value computed on the
 NL0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0008.degrees latitude (g = 980.6199 gals.).
 NL0008
 NL0008.The modeled gravity was interpolated from observed gravity values.
 NL0008
 NL0008;                    North         East    Units  Estimated Accuracy
 NL0008;SPC IA N     - 1,164,670.    1,446,280.      MT  (+/- 180 meters Scaled)
 NL0008
 NL0008                          SUPERSEDED SURVEY CONTROL
 NL0008
 NL0008  NGVD 29 (??/??/92)  352.966  (m)         1158.02   (f) ADJ UNCH    1 2
 NL0008
 NL0008.Superseded values are not recommended for survey control.
 NL0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0008.See file dsdata.txt to determine how the superseded data were derived.
 NL0008
 NL0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH055593(NAD 83)
 NL0008_MARKER: DB = BENCH MARK DISK
 NL0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0008_STAMPING: 1158.023 V 1930
 NL0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0008+STABILITY: SURFACE MOTION
 NL0008
 NL0008  HISTORY     - Date     Condition        Report By
 NL0008  HISTORY     - 1930     MONUMENTED       CGS
 NL0008  HISTORY     - 1934     GOOD             NGS
 NL0008  HISTORY     - 1972     MARK NOT FOUND   USGS
 NL0008
 NL0008                          STATION DESCRIPTION
 NL0008
 NL0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0008'AT GALBRAITH.
 NL0008'AT GALBRAITH, KOSSUTH COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NL0008'RAILWAY, AT A DIRT-ROAD CROSSING, 148 FEET NORTHEAST OF THE
 NL0008'CENTERLINE OF THE TRACK, 10 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NL0008'POST, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED 1158.023 V
 NL0008'1930 AND SET IN THE TOP OF A CONCRETE POST.
 NL0008
 NL0008                          STATION RECOVERY (1972)
 NL0008
 NL0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NL0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0104 ***********************************************************************
 NK0104  DESIGNATION -  V 10
 NK0104  PID         -  NK0104
 NK0104  STATE/COUNTY-  IA/MARSHALL
 NK0104  USGS QUAD   -  LE GRAND (1978)
 NK0104
 NK0104                         *CURRENT SURVEY CONTROL
 NK0104  ___________________________________________________________________
 NK0104* NAD 83(1986)-  42 04 04.     (N)    092 50 22.     (W)     SCALED    
 NK0104* NAVD 88     -       270.031  (meters)     885.93   (feet)  ADJUSTED  
 NK0104  ___________________________________________________________________
 NK0104  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 NK0104  DYNAMIC HT  -         269.929 (meters)     885.59  (feet)  COMP
 NK0104  MODELED GRAV-     980,238.4   (mgal)                       NAVD 88
 NK0104
 NK0104  VERT ORDER  -  FIRST     CLASS II
 NK0104
 NK0104.The horizontal coordinates were scaled from a topographic map and have
 NK0104.an estimated accuracy of +/- 6 seconds.
 NK0104
 NK0104.The orthometric height was determined by differential leveling
 NK0104.and adjusted by the National Geodetic Survey in June 1991..
 NK0104
 NK0104.The geoid height was determined by GEOID03.
 NK0104
 NK0104.The dynamic height is computed by dividing the NAVD 88
 NK0104.geopotential number by the normal gravity value computed on the
 NK0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0104.degrees latitude (g = 980.6199 gals.).
 NK0104
 NK0104.The modeled gravity was interpolated from observed gravity values.
 NK0104
 NK0104;                    North         East    Units  Estimated Accuracy
 NK0104;SPC IA N     - 1,063,280.    1,554,670.      MT  (+/- 180 meters Scaled)
 NK0104
 NK0104                          SUPERSEDED SURVEY CONTROL
 NK0104
 NK0104  NGVD 29 (??/??/92)  270.015  (m)          885.87   (f) ADJ UNCH    1 2
 NK0104
 NK0104.Superseded values are not recommended for survey control.
 NK0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0104.See file dsdata.txt to determine how the superseded data were derived.
 NK0104
 NK0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG132573(NAD 83)
 NK0104_MARKER: DB = BENCH MARK DISK
 NK0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0104_STAMPING: V 10 1933
 NK0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0104+STABILITY: SURFACE MOTION
 NK0104
 NK0104  HISTORY     - Date     Condition        Report By
 NK0104  HISTORY     - 1933     MONUMENTED       CGS
 NK0104  HISTORY     - 1934     GOOD             NGS
 NK0104
 NK0104                          STATION DESCRIPTION
 NK0104
 NK0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0104'3 MI SW FROM GREEN MOUNTAIN.
 NK0104'3 MILES SOUTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0104'GREEN MOUNTAIN, MARSHALL COUNTY, AT POLE 314+27, 56 FEET NORTH
 NK0104'OF THE CENTER OF A ROAD CROSSING, AND 40 FEET WEST OF THE
 NK0104'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED V 10 1933 AND
 NK0104'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0225 ***********************************************************************
 MJ0225  DESIGNATION -  V 100
 MJ0225  PID         -  MJ0225
 MJ0225  STATE/COUNTY-  IA/AUDUBON
 MJ0225  USGS QUAD   -  AUDUBON (1983)
 MJ0225
 MJ0225                         *CURRENT SURVEY CONTROL
 MJ0225  ___________________________________________________________________
 MJ0225* NAD 83(1986)-  41 40 23.     (N)    094 52 50.     (W)     SCALED    
 MJ0225* NAVD 88     -       403.002  (meters)    1322.18   (feet)  ADJUSTED  
 MJ0225  ___________________________________________________________________
 MJ0225  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 MJ0225  DYNAMIC HT  -         402.849 (meters)    1321.68  (feet)  COMP
 MJ0225  MODELED GRAV-     980,231.1   (mgal)                       NAVD 88
 MJ0225
 MJ0225  VERT ORDER  -  SECOND    CLASS 0
 MJ0225
 MJ0225.The horizontal coordinates were scaled from a topographic map and have
 MJ0225.an estimated accuracy of +/- 6 seconds.
 MJ0225
 MJ0225.The orthometric height was determined by differential leveling
 MJ0225.and adjusted by the National Geodetic Survey in June 1991..
 MJ0225
 MJ0225.The geoid height was determined by GEOID03.
 MJ0225
 MJ0225.The dynamic height is computed by dividing the NAVD 88
 MJ0225.geopotential number by the normal gravity value computed on the
 MJ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0225.degrees latitude (g = 980.6199 gals.).
 MJ0225
 MJ0225.The modeled gravity was interpolated from observed gravity values.
 MJ0225
 MJ0225;                    North         East    Units  Estimated Accuracy
 MJ0225;SPC IA S     -   186,710.      385,040.      MT  (+/- 180 meters Scaled)
 MJ0225
 MJ0225                          SUPERSEDED SURVEY CONTROL
 MJ0225
 MJ0225  NGVD 29 (??/??/92)  402.928  (m)         1321.94   (f) ADJ UNCH    2 0
 MJ0225
 MJ0225.Superseded values are not recommended for survey control.
 MJ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0225.See file dsdata.txt to determine how the superseded data were derived.
 MJ0225
 MJ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG434151(NAD 83)
 MJ0225_MARKER: DB = BENCH MARK DISK
 MJ0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0225_SP_SET: BRIDGE
 MJ0225_STAMPING: V 100 1935
 MJ0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0225
 MJ0225  HISTORY     - Date     Condition        Report By
 MJ0225  HISTORY     - 1935     MONUMENTED       CGS
 MJ0225  HISTORY     - 1982     MARK NOT FOUND   NGS
 MJ0225
 MJ0225                          STATION DESCRIPTION
 MJ0225
 MJ0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0225'1.5 MI E FROM HAMLIN.
 MJ0225'1.5 MILES EAST ALONG STATE HIGHWAY 64 FROM THE CHICAGO, ROCK
 MJ0225'ISLAND AND PACIFIC RAILWAY STATION AT HAMLIN, AUDUBON COUNTY, 400
 MJ0225'FEET WEST OF A CROSSROADS AND A CHURCH AND A SCHOOLHOUSE, IN THE
 MJ0225'TOP OF THE NORTH GUARD WALL OF A 5-FOOT CONCRETE BRIDGE, AND ABOUT
 MJ0225'2-1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED V
 MJ0225'100 1935.
 MJ0225
 MJ0225                          STATION RECOVERY (1982)
 MJ0225
 MJ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MJ0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0097 ***********************************************************************
 NL0097  DESIGNATION -  V 101
 NL0097  PID         -  NL0097
 NL0097  STATE/COUNTY-  IA/GREENE
 NL0097  USGS QUAD   -  JEFFERSON WEST (1986)
 NL0097
 NL0097                         *CURRENT SURVEY CONTROL
 NL0097  ___________________________________________________________________
 NL0097* NAD 83(1986)-  42 04 37.     (N)    094 26 43.     (W)     SCALED    
 NL0097* NAVD 88     -       326.216  (meters)    1070.26   (feet)  ADJUSTED  
 NL0097  ___________________________________________________________________
 NL0097  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 NL0097  DYNAMIC HT  -         326.121 (meters)    1069.95  (feet)  COMP
 NL0097  MODELED GRAV-     980,319.8   (mgal)                       NAVD 88
 NL0097
 NL0097  VERT ORDER  -  SECOND    CLASS 0
 NL0097
 NL0097.The horizontal coordinates were scaled from a topographic map and have
 NL0097.an estimated accuracy of +/- 6 seconds.
 NL0097
 NL0097.The orthometric height was determined by differential leveling
 NL0097.and adjusted by the National Geodetic Survey in June 1991..
 NL0097
 NL0097.The geoid height was determined by GEOID03.
 NL0097
 NL0097.The dynamic height is computed by dividing the NAVD 88
 NL0097.geopotential number by the normal gravity value computed on the
 NL0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0097.degrees latitude (g = 980.6199 gals.).
 NL0097
 NL0097.The modeled gravity was interpolated from observed gravity values.
 NL0097
 NL0097;                    North         East    Units  Estimated Accuracy
 NL0097;SPC IA N     - 1,064,520.    1,421,780.      MT  (+/- 180 meters Scaled)
 NL0097
 NL0097                          SUPERSEDED SURVEY CONTROL
 NL0097
 NL0097  NGVD 29 (??/??/92)  326.182  (m)         1070.15   (f) ADJ UNCH    2 0
 NL0097
 NL0097.Superseded values are not recommended for survey control.
 NL0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0097.See file dsdata.txt to determine how the superseded data were derived.
 NL0097
 NL0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG804593(NAD 83)
 NL0097_MARKER: DB = BENCH MARK DISK
 NL0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0097_STAMPING: V 101 1935
 NL0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0097+STABILITY: SURFACE MOTION
 NL0097
 NL0097  HISTORY     - Date     Condition        Report By
 NL0097  HISTORY     - 1935     MONUMENTED       CGS
 NL0097  HISTORY     - 19850507 MARK NOT FOUND   USPSQD
 NL0097
 NL0097                          STATION DESCRIPTION
 NL0097
 NL0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0097'AT FARLIN.
 NL0097'AT FARLIN, GREENE COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 NL0097'AND PACIFIC RAILROAD, NEAR THE STATION, AT A ROAD CROSSING,
 NL0097'45 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 45 FEET
 NL0097'SOUTH OF THE CENTERLINE OF THE ROAD, AND 5 FEET SOUTHWEST OF A
 NL0097'FENCE CORNER.  A STANDARD DISK, STAMPED V 101 1935 AND SET
 NL0097'IN THE TOP OF A CONCRETE POST.
 NL0097
 NL0097                          STATION RECOVERY (1985)
 NL0097
 NL0097'RECOVERY NOTE BY US POWER SQUADRON 1985 (JWS)
 NL0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0056 ***********************************************************************
 MJ0056  DESIGNATION -  V 102
 MJ0056  PID         -  MJ0056
 MJ0056  STATE/COUNTY-  IA/GUTHRIE
 MJ0056  USGS QUAD   -  GUTHRIE CENTER EAST (1982)
 MJ0056
 MJ0056                         *CURRENT SURVEY CONTROL
 MJ0056  ___________________________________________________________________
 MJ0056* NAD 83(1986)-  41 37 53.     (N)    094 25 38.     (W)     SCALED    
 MJ0056* NAVD 88     -       316.312  (meters)    1037.77   (feet)  ADJUSTED  
 MJ0056  ___________________________________________________________________
 MJ0056  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 MJ0056  DYNAMIC HT  -         316.200 (meters)    1037.40  (feet)  COMP
 MJ0056  MODELED GRAV-     980,261.6   (mgal)                       NAVD 88
 MJ0056
 MJ0056  VERT ORDER  -  SECOND    CLASS 0
 MJ0056
 MJ0056.The horizontal coordinates were scaled from a topographic map and have
 MJ0056.an estimated accuracy of +/- 6 seconds.
 MJ0056
 MJ0056.The orthometric height was determined by differential leveling
 MJ0056.and adjusted by the National Geodetic Survey in June 1991..
 MJ0056
 MJ0056.The geoid height was determined by GEOID03.
 MJ0056
 MJ0056.The dynamic height is computed by dividing the NAVD 88
 MJ0056.geopotential number by the normal gravity value computed on the
 MJ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0056.degrees latitude (g = 980.6199 gals.).
 MJ0056
 MJ0056.The modeled gravity was interpolated from observed gravity values.
 MJ0056
 MJ0056;                    North         East    Units  Estimated Accuracy
 MJ0056;SPC IA S     -   181,580.      422,740.      MT  (+/- 180 meters Scaled)
 MJ0056
 MJ0056                          SUPERSEDED SURVEY CONTROL
 MJ0056
 MJ0056.No superseded survey control is available for this station.
 MJ0056
 MJ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG811098(NAD 83)
 MJ0056_MARKER: DB = BENCH MARK DISK
 MJ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0056_STAMPING: V-102 1935
 MJ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0056+STABILITY: SURFACE MOTION
 MJ0056
 MJ0056  HISTORY     - Date     Condition        Report By
 MJ0056  HISTORY     - 1935     MONUMENTED       CGS
 MJ0056
 MJ0056                          STATION DESCRIPTION
 MJ0056
 MJ0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0056'AT MONTEITH.
 MJ0056'AT MONTEITH.  AT THE CHICAGO ROCK ISLAND AND PACIFIC DEPOT.
 MJ0056'SET IN POST AT A TELEGRAPH POLE DIRECTLY ACROSS THE TRACK FROM
 MJ0056'THE SOUTH END OF THE DEPOT, 1 1/2 FEET WEST OF THE POLE, 35 FEET
 MJ0056'EAST OF THE CENTERLINE OF THE TRACK, 2 FEET BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0057 ***********************************************************************
 MJ0057  DESIGNATION -  V 102 RESET
 MJ0057  PID         -  MJ0057
 MJ0057  STATE/COUNTY-  IA/GUTHRIE
 MJ0057  USGS QUAD   -  GUTHRIE CENTER EAST (1982)
 MJ0057
 MJ0057                         *CURRENT SURVEY CONTROL
 MJ0057  ___________________________________________________________________
 MJ0057* NAD 83(1986)-  41 37 53.     (N)    094 25 38.     (W)     SCALED    
 MJ0057* NAVD 88     -       316.96   (meters)    1039.9    (feet)  RESET     
 MJ0057  ___________________________________________________________________
 MJ0057  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 MJ0057
 MJ0057  VERT ORDER  -  THIRD
 MJ0057
 MJ0057.The horizontal coordinates were scaled from a topographic map and have
 MJ0057.an estimated accuracy of +/- 6 seconds.
 MJ0057
 MJ0057.The orthometric height was computed from unverified reset data.
 MJ0057
 MJ0057.The geoid height was determined by GEOID03.
 MJ0057
 MJ0057;                    North         East    Units  Estimated Accuracy
 MJ0057;SPC IA S     -   181,580.      422,740.      MT  (+/- 180 meters Scaled)
 MJ0057
 MJ0057                          SUPERSEDED SURVEY CONTROL
 MJ0057
 MJ0057  NGVD 29 (??/??/??)  316.92   (m)         1039.8    (f) RESET       3  
 MJ0057
 MJ0057.Superseded values are not recommended for survey control.
 MJ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0057.See file dsdata.txt to determine how the superseded data were derived.
 MJ0057
 MJ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG811098(NAD 83)
 MJ0057_MARKER: DD = SURVEY DISK
 MJ0057_SETTING: 0 = UNSPECIFIED SETTING
 MJ0057_STAMPING: V 102 RESET 1959
 MJ0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0057
 MJ0057  HISTORY     - Date     Condition        Report By
 MJ0057  HISTORY     - 1959     MONUMENTED       LOCENG
 MJ0057
 MJ0057                          STATION DESCRIPTION
 MJ0057
 MJ0057'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 MJ0057'AT MONTIETH.
 MJ0057'AT MONTIETH, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 MJ0057'ACROSS THE TRACK FROM THE SOUTH END OF THE STATION, 9 FEET WEST
 MJ0057'OF THE CENTERLINE OF TRACK, THIS LOCATION IS DUE WEST OF THE
 MJ0057'OLD LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0134 ***********************************************************************
 MJ0134  DESIGNATION -  V 103
 MJ0134  PID         -  MJ0134
 MJ0134  STATE/COUNTY-  IA/ADAIR
 MJ0134  USGS QUAD   -  GREENFIELD (1983)
 MJ0134
 MJ0134                         *CURRENT SURVEY CONTROL
 MJ0134  ___________________________________________________________________
 MJ0134* NAD 83(1986)-  41 18 19.     (N)    094 27 39.     (W)     SCALED    
 MJ0134* NAVD 88     -       419.349  (meters)    1375.81   (feet)  ADJUSTED  
 MJ0134  ___________________________________________________________________
 MJ0134  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 MJ0134  DYNAMIC HT  -         419.150 (meters)    1375.16  (feet)  COMP
 MJ0134  MODELED GRAV-     980,136.7   (mgal)                       NAVD 88
 MJ0134
 MJ0134  VERT ORDER  -  SECOND    CLASS 0
 MJ0134
 MJ0134.The horizontal coordinates were scaled from a topographic map and have
 MJ0134.an estimated accuracy of +/- 6 seconds.
 MJ0134
 MJ0134.The orthometric height was determined by differential leveling
 MJ0134.and adjusted by the National Geodetic Survey in June 1991..
 MJ0134
 MJ0134.The geoid height was determined by GEOID03.
 MJ0134
 MJ0134.The dynamic height is computed by dividing the NAVD 88
 MJ0134.geopotential number by the normal gravity value computed on the
 MJ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0134.degrees latitude (g = 980.6199 gals.).
 MJ0134
 MJ0134.The modeled gravity was interpolated from observed gravity values.
 MJ0134
 MJ0134;                    North         East    Units  Estimated Accuracy
 MJ0134;SPC IA S     -   145,390.      419,540.      MT  (+/- 180 meters Scaled)
 MJ0134
 MJ0134                          SUPERSEDED SURVEY CONTROL
 MJ0134
 MJ0134  NGVD 29 (??/??/92)  419.230  (m)         1375.42   (f) ADJ UNCH    2 0
 MJ0134
 MJ0134.Superseded values are not recommended for survey control.
 MJ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0134.See file dsdata.txt to determine how the superseded data were derived.
 MJ0134
 MJ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF777736(NAD 83)
 MJ0134_MARKER: DB = BENCH MARK DISK
 MJ0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0134_STAMPING: V 103 1935
 MJ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0134+STABILITY: SURFACE MOTION
 MJ0134
 MJ0134  HISTORY     - Date     Condition        Report By
 MJ0134  HISTORY     - 1935     MONUMENTED       CGS
 MJ0134  HISTORY     - 1945     GOOD             NGS
 MJ0134  HISTORY     - 1972     GOOD
 MJ0134  HISTORY     - 1980     GOOD             LOCSUR
 MJ0134  HISTORY     - 1984     GOOD             LOCENG
 MJ0134
 MJ0134                          STATION DESCRIPTION
 MJ0134
 MJ0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 MJ0134'AT GREENFIELD.
 MJ0134'AT GREENFIELD, ADAIR COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 MJ0134'SOUTHEAST CORNER OF THE YARD, 29 FEET NORTH OF THE CURB LINE OF
 MJ0134'THE EAST AND WEST STREET, 29 FEET WEST OF THE CURB LINE OF THE
 MJ0134'NORTH AND SOUTH STREET, 15 FEET NORTHWEST OF A LAMP-POST, AND
 MJ0134'10 FEET SOUTHEAST OF A CONCRETE WELL-COVERING.  A STANDARD
 MJ0134'DISK STAMPED V 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MJ0134
 MJ0134                          STATION RECOVERY (1972)
 MJ0134
 MJ0134'RECOVERED 1972
 MJ0134'RECOVERED IN GOOD CONDITION.
 MJ0134
 MJ0134                          STATION RECOVERY (1980)
 MJ0134
 MJ0134'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 MJ0134'RECOVERED IN GOOD CONDITION.
 MJ0134
 MJ0134                          STATION RECOVERY (1984)
 MJ0134
 MJ0134'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 MJ0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0032 ***********************************************************************
 LF0032  DESIGNATION -  V 104
 LF0032  PID         -  LF0032
 LF0032  STATE/COUNTY-  IA/RINGGOLD
 LF0032  USGS QUAD   -  DIAGONAL (1981)
 LF0032
 LF0032                         *CURRENT SURVEY CONTROL
 LF0032  ___________________________________________________________________
 LF0032* NAD 83(1986)-  40 49 36.     (N)    094 20 19.     (W)     SCALED    
 LF0032* NAVD 88     -       362.166  (meters)    1188.21   (feet)  ADJUSTED  
 LF0032  ___________________________________________________________________
 LF0032  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LF0032  DYNAMIC HT  -         361.984 (meters)    1187.61  (feet)  COMP
 LF0032  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 LF0032
 LF0032  VERT ORDER  -  SECOND    CLASS 0
 LF0032
 LF0032.The horizontal coordinates were scaled from a topographic map and have
 LF0032.an estimated accuracy of +/- 6 seconds.
 LF0032
 LF0032.The orthometric height was determined by differential leveling
 LF0032.and adjusted by the National Geodetic Survey in June 1991..
 LF0032
 LF0032.The geoid height was determined by GEOID03.
 LF0032
 LF0032.The dynamic height is computed by dividing the NAVD 88
 LF0032.geopotential number by the normal gravity value computed on the
 LF0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0032.degrees latitude (g = 980.6199 gals.).
 LF0032
 LF0032.The modeled gravity was interpolated from observed gravity values.
 LF0032
 LF0032;                    North         East    Units  Estimated Accuracy
 LF0032;SPC IA S     -    92,140.      429,260.      MT  (+/- 180 meters Scaled)
 LF0032
 LF0032                          SUPERSEDED SURVEY CONTROL
 LF0032
 LF0032  NGVD 29 (??/??/92)  362.041  (m)         1187.80   (f) ADJ UNCH    2 0
 LF0032
 LF0032.Superseded values are not recommended for survey control.
 LF0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0032.See file dsdata.txt to determine how the superseded data were derived.
 LF0032
 LF0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF871203(NAD 83)
 LF0032_MARKER: DB = BENCH MARK DISK
 LF0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0032_STAMPING: V 104 1935
 LF0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0032+STABILITY: SURFACE MOTION
 LF0032
 LF0032  HISTORY     - Date     Condition        Report By
 LF0032  HISTORY     - 1935     MONUMENTED       CGS
 LF0032  HISTORY     - 1954     MARK NOT FOUND   NGS
 LF0032
 LF0032                          STATION DESCRIPTION
 LF0032
 LF0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LF0032'1.4 MI N FROM DIAGONAL.
 LF0032'1.4 MILES NORTH ALONG THE CRESTON-DIAGONAL ROAD FROM THE
 LF0032'CHICAGO GREAT WESTERN RAILWAY STATION AT DIAGONAL, RINGGOLD
 LF0032'COUNTY, 126 FEET SOUTH OF THE CENTER OF A ROAD CROSSING, 35
 LF0032'FEET EAST OF THE CENTERLINE OF THE ROAD, 6 FEET SOUTH OF A POLE,
 LF0032'2 FEET WEST OF A FENCE LINE, AND ABOUT 1-1/2 FEET LOWER THAN THE
 LF0032'ROAD.  A STANDARD DISK, STAMPED V 104 1935 AND SET IN THE TOP
 LF0032'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0192 ***********************************************************************
 LF0192  DESIGNATION -  V 105
 LF0192  PID         -  LF0192
 LF0192  STATE/COUNTY-  IA/TAYLOR
 LF0192  USGS QUAD   -  BEDFORD (1980)
 LF0192
 LF0192                         *CURRENT SURVEY CONTROL
 LF0192  ___________________________________________________________________
 LF0192* NAD 83(1986)-  40 41 29.     (N)    094 41 28.     (W)     SCALED    
 LF0192* NAVD 88     -       338.134  (meters)    1109.36   (feet)  ADJUSTED  
 LF0192  ___________________________________________________________________
 LF0192  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 LF0192  DYNAMIC HT  -         337.958 (meters)    1108.78  (feet)  COMP
 LF0192  MODELED GRAV-     980,094.9   (mgal)                       NAVD 88
 LF0192
 LF0192  VERT ORDER  -  SECOND    CLASS 0
 LF0192
 LF0192.The horizontal coordinates were scaled from a topographic map and have
 LF0192.an estimated accuracy of +/- 6 seconds.
 LF0192
 LF0192.The orthometric height was determined by differential leveling
 LF0192.and adjusted by the National Geodetic Survey in June 1991..
 LF0192
 LF0192.The geoid height was determined by GEOID03.
 LF0192
 LF0192.The dynamic height is computed by dividing the NAVD 88
 LF0192.geopotential number by the normal gravity value computed on the
 LF0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0192.degrees latitude (g = 980.6199 gals.).
 LF0192
 LF0192.The modeled gravity was interpolated from observed gravity values.
 LF0192
 LF0192;                    North         East    Units  Estimated Accuracy
 LF0192;SPC IA S     -    77,470.      399,320.      MT  (+/- 180 meters Scaled)
 LF0192
 LF0192                          SUPERSEDED SURVEY CONTROL
 LF0192
 LF0192  NGVD 29 (??/??/92)  338.024  (m)         1109.00   (f) ADJ UNCH    2 0
 LF0192
 LF0192.Superseded values are not recommended for survey control.
 LF0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0192.See file dsdata.txt to determine how the superseded data were derived.
 LF0192
 LF0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF571058(NAD 83)
 LF0192_MARKER: DB = BENCH MARK DISK
 LF0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0192_STAMPING: V 105 1935
 LF0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0192+STABILITY: SURFACE MOTION
 LF0192
 LF0192  HISTORY     - Date     Condition        Report By
 LF0192  HISTORY     - 1935     MONUMENTED       CGS
 LF0192  HISTORY     - 1979     MARK NOT FOUND   NGS
 LF0192
 LF0192                          STATION DESCRIPTION
 LF0192
 LF0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0192'2.1 MI NE FROM BEDFORD.
 LF0192'2.1 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0192'RAILROAD FROM THE STATION AT BEDFORD, TAYLOR COUNTY, 4 POLES
 LF0192'SOUTHWEST OF MILEPOST 33, 140 FEET SOUTHWEST OF THE SOUTHWEST
 LF0192'END OF BRIDGE 33.08, 48 FEET NORTHWEST OF THE CENTERLINE OF THE
 LF0192'TRACK, 2 FEET SOUTHEAST OF A FENCE CORNER, AND 3 FEET LOWER
 LF0192'THAN THE TRACK.  A STANDARD DISK, STAMPED V 105 1935 AND
 LF0192'SET IN THE TOP OF A CONCRETE POST.
 LF0192
 LF0192                          STATION RECOVERY (1979)
 LF0192
 LF0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LF0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0288 ***********************************************************************
 LF0288  DESIGNATION -  V 107
 LF0288  PID         -  LF0288
 LF0288  STATE/COUNTY-  IA/PAGE
 LF0288  USGS QUAD   -  CLARINDA NORTH (1978)
 LF0288
 LF0288                         *CURRENT SURVEY CONTROL
 LF0288  ___________________________________________________________________
 LF0288* NAD 83(1986)-  40 45 35.     (N)    095 01 15.     (W)     SCALED    
 LF0288* NAVD 88     -       305.022  (meters)    1000.73   (feet)  ADJUSTED  
 LF0288  ___________________________________________________________________
 LF0288  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 LF0288  DYNAMIC HT  -         304.862 (meters)    1000.20  (feet)  COMP
 LF0288  MODELED GRAV-     980,094.1   (mgal)                       NAVD 88
 LF0288
 LF0288  VERT ORDER  -  SECOND    CLASS 0
 LF0288
 LF0288.The horizontal coordinates were scaled from a topographic map and have
 LF0288.an estimated accuracy of +/- 6 seconds.
 LF0288
 LF0288.The orthometric height was determined by differential leveling
 LF0288.and adjusted by the National Geodetic Survey in June 1991..
 LF0288
 LF0288.The geoid height was determined by GEOID03.
 LF0288
 LF0288.The dynamic height is computed by dividing the NAVD 88
 LF0288.geopotential number by the normal gravity value computed on the
 LF0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0288.degrees latitude (g = 980.6199 gals.).
 LF0288
 LF0288.The modeled gravity was interpolated from observed gravity values.
 LF0288
 LF0288;                    North         East    Units  Estimated Accuracy
 LF0288;SPC IA S     -    85,490.      371,590.      MT  (+/- 180 meters Scaled)
 LF0288
 LF0288                          SUPERSEDED SURVEY CONTROL
 LF0288
 LF0288  NGVD 29 (??/??/92)  304.913  (m)         1000.37   (f) ADJ UNCH    2 0
 LF0288
 LF0288.Superseded values are not recommended for survey control.
 LF0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0288.See file dsdata.txt to determine how the superseded data were derived.
 LF0288
 LF0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF294140(NAD 83)
 LF0288_MARKER: DB = BENCH MARK DISK
 LF0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0288_STAMPING: V 107 1935
 LF0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0288+STABILITY: SURFACE MOTION
 LF0288
 LF0288  HISTORY     - Date     Condition        Report By
 LF0288  HISTORY     - 1935     MONUMENTED       CGS
 LF0288  HISTORY     - 1974     MARK NOT FOUND   DOD
 LF0288  HISTORY     - 1984     MARK NOT FOUND   NGS
 LF0288
 LF0288                          STATION DESCRIPTION
 LF0288
 LF0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0288'1.5 MI N FROM CLARINDA.
 LF0288'1.5 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0288'RAILROAD FROM THE STATION AT CLARINDA, PAGE COUNTY, AT POLE
 LF0288'54+11, AT A ROAD CROSSING, 39 FEET EAST OF THE CENTERLINE OF THE
 LF0288'TRACK, 26 FEET NORTH OF THE CENTERLINE OF THE ROAD, 8 FEET
 LF0288'NORTHWEST OF A CORNER POST, 6 FEET SOUTH OF A POLE, AND 1 FOOT
 LF0288'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED V 107 1935 AND
 LF0288'SET IN THE TOP OF A CONCRETE POST.
 LF0288
 LF0288                          STATION RECOVERY (1974)
 LF0288
 LF0288'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974
 LF0288'MARK NOT FOUND.
 LF0288
 LF0288                          STATION RECOVERY (1984)
 LF0288
 LF0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0206 ***********************************************************************
 LF0206  DESIGNATION -  V 108
 LF0206  PID         -  LF0206
 LF0206  STATE/COUNTY-  IA/ADAMS
 LF0206  USGS QUAD   -  BROOKS (1980)
 LF0206
 LF0206                         *CURRENT SURVEY CONTROL
 LF0206  ___________________________________________________________________
 LF0206* NAD 83(1986)-  40 57 40.     (N)    094 50 07.     (W)     SCALED    
 LF0206* NAVD 88     -       335.339  (meters)    1100.19   (feet)  ADJUSTED  
 LF0206  ___________________________________________________________________
 LF0206  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LF0206  DYNAMIC HT  -         335.166 (meters)    1099.62  (feet)  COMP
 LF0206  MODELED GRAV-     980,098.7   (mgal)                       NAVD 88
 LF0206
 LF0206  VERT ORDER  -  SECOND    CLASS 0
 LF0206
 LF0206.The horizontal coordinates were scaled from a topographic map and have
 LF0206.an estimated accuracy of +/- 6 seconds.
 LF0206
 LF0206.The orthometric height was determined by differential leveling
 LF0206.and adjusted by the National Geodetic Survey in June 1991..
 LF0206
 LF0206.The geoid height was determined by GEOID03.
 LF0206
 LF0206.The dynamic height is computed by dividing the NAVD 88
 LF0206.geopotential number by the normal gravity value computed on the
 LF0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0206.degrees latitude (g = 980.6199 gals.).
 LF0206
 LF0206.The modeled gravity was interpolated from observed gravity values.
 LF0206
 LF0206;                    North         East    Units  Estimated Accuracy
 LF0206;SPC IA S     -   107,590.      387,600.      MT  (+/- 180 meters Scaled)
 LF0206
 LF0206                          SUPERSEDED SURVEY CONTROL
 LF0206
 LF0206  NGVD 29 (??/??/92)  335.227  (m)         1099.82   (f) ADJ UNCH    2 0
 LF0206
 LF0206.Superseded values are not recommended for survey control.
 LF0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0206.See file dsdata.txt to determine how the superseded data were derived.
 LF0206
 LF0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF455360(NAD 83)
 LF0206_MARKER: DB = BENCH MARK DISK
 LF0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0206_SP_SET: CULVERT
 LF0206_STAMPING: V 108 1935
 LF0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0206
 LF0206  HISTORY     - Date     Condition        Report By
 LF0206  HISTORY     - 1935     MONUMENTED       CGS
 LF0206
 LF0206                          STATION DESCRIPTION
 LF0206
 LF0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0206'1.7 MI W FROM BROOKS.
 LF0206'1.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0206'FROM THE STATION AT BROOKS, ADAMS COUNTY, MIDWAY BETWEEN POLES
 LF0206'419+22 AND 419+23, 117 FEET EAST OF A PRIVATE ROAD CROSSING, AT
 LF0206'A 6-FOOT CONCRETE CULVERT, IN THE TOP OF THE SOUTH HEADWALL, AND
 LF0206'13 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK.  A STANDARD
 LF0206'DISK, STAMPED V 108 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0106 ***********************************************************************
 MJ0106  DESIGNATION -  V 109
 MJ0106  PID         -  MJ0106
 MJ0106  STATE/COUNTY-  IA/UNION
 MJ0106  USGS QUAD   -  LORIMOR SOUTH (1983)
 MJ0106
 MJ0106                         *CURRENT SURVEY CONTROL
 MJ0106  ___________________________________________________________________
 MJ0106* NAD 83(1986)-  41 01 20.     (N)    094 07 00.     (W)     SCALED    
 MJ0106* NAVD 88     -       335.756  (meters)    1101.56   (feet)  ADJUSTED  
 MJ0106  ___________________________________________________________________
 MJ0106  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 MJ0106  DYNAMIC HT  -         335.591 (meters)    1101.02  (feet)  COMP
 MJ0106  MODELED GRAV-     980,125.3   (mgal)                       NAVD 88
 MJ0106
 MJ0106  VERT ORDER  -  SECOND    CLASS 0
 MJ0106
 MJ0106.The horizontal coordinates were scaled from a topographic map and have
 MJ0106.an estimated accuracy of +/- 6 seconds.
 MJ0106
 MJ0106.The orthometric height was determined by differential leveling
 MJ0106.and adjusted by the National Geodetic Survey in June 1991..
 MJ0106
 MJ0106.The geoid height was determined by GEOID03.
 MJ0106
 MJ0106.The dynamic height is computed by dividing the NAVD 88
 MJ0106.geopotential number by the normal gravity value computed on the
 MJ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0106.degrees latitude (g = 980.6199 gals.).
 MJ0106
 MJ0106.The modeled gravity was interpolated from observed gravity values.
 MJ0106
 MJ0106;                    North         East    Units  Estimated Accuracy
 MJ0106;SPC IA S     -   113,700.      448,140.      MT  (+/- 180 meters Scaled)
 MJ0106
 MJ0106                          SUPERSEDED SURVEY CONTROL
 MJ0106
 MJ0106  NGVD 29 (??/??/92)  335.656  (m)         1101.23   (f) ADJ UNCH    2 0
 MJ0106
 MJ0106.Superseded values are not recommended for survey control.
 MJ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0106.See file dsdata.txt to determine how the superseded data were derived.
 MJ0106
 MJ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF061418(NAD 83)
 MJ0106_MARKER: DB = BENCH MARK DISK
 MJ0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0106_SP_SET: BRIDGE ABUTMENT
 MJ0106_STAMPING: V 109 1935
 MJ0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0106
 MJ0106  HISTORY     - Date     Condition        Report By
 MJ0106  HISTORY     - 1935     MONUMENTED       CGS
 MJ0106
 MJ0106                          STATION DESCRIPTION
 MJ0106
 MJ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0106'3.7 MI S FROM AFTON.
 MJ0106'3.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0106'FROM THE STATION AT AFTON, UNION COUNTY, AT THE CROSSING OF THE
 MJ0106'CHICAGO GREAT WESTERN RAILWAY (UNDERPASS 379.64), IN THE TOP
 MJ0106'OF THE NORTH END OF THE WEST ABUTMENT, 1 FOOT WEST OF THE
 MJ0106'FACE, 4 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, AND
 MJ0106'LEVEL WITH THE TRACK.  A STANDARD DISK STAMPED V 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0589 ***********************************************************************
 NJ0589  DESIGNATION -  V 11
 NJ0589  PID         -  NJ0589
 NJ0589  STATE/COUNTY-  IA/FAYETTE
 NJ0589  USGS QUAD   -  OELWEIN (1981)
 NJ0589
 NJ0589                         *CURRENT SURVEY CONTROL
 NJ0589  ___________________________________________________________________
 NJ0589* NAD 83(1986)-  42 40 19.     (N)    091 54 47.     (W)     SCALED    
 NJ0589* NAVD 88     -       316.688  (meters)    1039.00   (feet)  ADJUSTED  
 NJ0589  ___________________________________________________________________
 NJ0589  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 NJ0589  DYNAMIC HT  -         316.595 (meters)    1038.70  (feet)  COMP
 NJ0589  MODELED GRAV-     980,317.2   (mgal)                       NAVD 88
 NJ0589
 NJ0589  VERT ORDER  -  FIRST     CLASS II
 NJ0589
 NJ0589.The horizontal coordinates were scaled from a topographic map and have
 NJ0589.an estimated accuracy of +/- 6 seconds.
 NJ0589
 NJ0589.The orthometric height was determined by differential leveling
 NJ0589.and adjusted by the National Geodetic Survey in June 1991..
 NJ0589
 NJ0589.The geoid height was determined by GEOID03.
 NJ0589
 NJ0589.The dynamic height is computed by dividing the NAVD 88
 NJ0589.geopotential number by the normal gravity value computed on the
 NJ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0589.degrees latitude (g = 980.6199 gals.).
 NJ0589
 NJ0589.The modeled gravity was interpolated from observed gravity values.
 NJ0589
 NJ0589;                    North         East    Units  Estimated Accuracy
 NJ0589;SPC IA N     - 1,131,400.    1,630,070.      MT  (+/- 180 meters Scaled)
 NJ0589
 NJ0589                          SUPERSEDED SURVEY CONTROL
 NJ0589
 NJ0589  NGVD 29 (??/??/92)  316.712  (m)         1039.08   (f) ADJ UNCH    1 2
 NJ0589
 NJ0589.Superseded values are not recommended for survey control.
 NJ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0589.See file dsdata.txt to determine how the superseded data were derived.
 NJ0589
 NJ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH890249(NAD 83)
 NJ0589_MARKER: DB = BENCH MARK DISK
 NJ0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0589_STAMPING: V 11 1933
 NJ0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0589+STABILITY: SURFACE MOTION
 NJ0589
 NJ0589  HISTORY     - Date     Condition        Report By
 NJ0589  HISTORY     - 1933     MONUMENTED       CGS
 NJ0589  HISTORY     - 1942     MARK NOT FOUND   NGS
 NJ0589
 NJ0589                          STATION DESCRIPTION
 NJ0589
 NJ0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NJ0589'AT OELWEIN.
 NJ0589'AT OELWIEN, FAYETTE COUNTY, ON THE CHICAGO GREAT WESTERN RAILROAD,
 NJ0589'AT STATE HIGHWAY 11 CROSSING (SOUTH FREDERICK STREET), 44 FEET
 NJ0589'NORTH OF THE CENTERLINE OF THE MAIN TRACK, 40 FEET EAST OF THE
 NJ0589'CENTERLINE OF THE STREET, 28 FEET SOUTHWEST OF THE SOUTHWEST
 NJ0589'CORNER OF A HOUSE, 12 FEET SOUTHWEST OF A 14-INCH RED OAK TREE,
 NJ0589'AND 8 FEET EAST OF THE EAST EDGE OF THE SIDEWALK ALONG SOUTH
 NJ0589'FREDERICK STREET.  A STANDARD DISK, STAMPED V 11 1933 AND SET IN
 NJ0589'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0217 ***********************************************************************
 MH0217  DESIGNATION -  V 110
 MH0217  PID         -  MH0217
 MH0217  STATE/COUNTY-  IA/LUCAS
 MH0217  USGS QUAD   -  LUCAS (1982)
 MH0217
 MH0217                         *CURRENT SURVEY CONTROL
 MH0217  ___________________________________________________________________
 MH0217* NAD 83(1986)-  41 01 39.     (N)    093 28 24.     (W)     SCALED    
 MH0217* NAVD 88     -       273.811  (meters)     898.33   (feet)  ADJUSTED  
 MH0217  ___________________________________________________________________
 MH0217  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 MH0217  DYNAMIC HT  -         273.684 (meters)     897.91  (feet)  COMP
 MH0217  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 MH0217
 MH0217  VERT ORDER  -  SECOND    CLASS 0
 MH0217
 MH0217.The horizontal coordinates were scaled from a topographic map and have
 MH0217.an estimated accuracy of +/- 6 seconds.
 MH0217
 MH0217.The orthometric height was determined by differential leveling
 MH0217.and adjusted by the National Geodetic Survey in June 1991..
 MH0217
 MH0217.The geoid height was determined by GEOID03.
 MH0217
 MH0217.The dynamic height is computed by dividing the NAVD 88
 MH0217.geopotential number by the normal gravity value computed on the
 MH0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0217.degrees latitude (g = 980.6199 gals.).
 MH0217
 MH0217.The modeled gravity was interpolated from observed gravity values.
 MH0217
 MH0217;                    North         East    Units  Estimated Accuracy
 MH0217;SPC IA S     -   114,100.      502,240.      MT  (+/- 180 meters Scaled)
 MH0217
 MH0217                          SUPERSEDED SURVEY CONTROL
 MH0217
 MH0217  NGVD 29 (??/??/92)  273.753  (m)          898.14   (f) ADJ UNCH    2 0
 MH0217
 MH0217.Superseded values are not recommended for survey control.
 MH0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0217.See file dsdata.txt to determine how the superseded data were derived.
 MH0217
 MH0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF602419(NAD 83)
 MH0217_MARKER: DB = BENCH MARK DISK
 MH0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0217_SP_SET: BRIDGE
 MH0217_STAMPING: V 110 1935
 MH0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0217
 MH0217  HISTORY     - Date     Condition        Report By
 MH0217  HISTORY     - 1935     MONUMENTED       CGS
 MH0217
 MH0217                          STATION DESCRIPTION
 MH0217
 MH0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0217'0.6 MI W FROM LUCAS.
 MH0217'0.6 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0217'FROM THE STATION AT LUCAS, AT BRIDGE 343.58, AT THE NORTH END
 MH0217'OF THE EAST ABUTMENT, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 MH0217'TOP STEP, 4 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK,
 MH0217'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED V 110 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0131 ***********************************************************************
 MH0131  DESIGNATION -  V 111
 MH0131  PID         -  MH0131
 MH0131  STATE/COUNTY-  IA/MONROE
 MH0131  USGS QUAD   -  HITEMAN (1982)
 MH0131
 MH0131                         *CURRENT SURVEY CONTROL
 MH0131  ___________________________________________________________________
 MH0131* NAD 83(1986)-  41 00 39.     (N)    092 53 35.     (W)     SCALED    
 MH0131* NAVD 88     -       245.163  (meters)     804.34   (feet)  ADJUSTED  
 MH0131  ___________________________________________________________________
 MH0131  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 MH0131  DYNAMIC HT  -         245.050 (meters)     803.97  (feet)  COMP
 MH0131  MODELED GRAV-     980,158.7   (mgal)                       NAVD 88
 MH0131
 MH0131  VERT ORDER  -  SECOND    CLASS 0
 MH0131
 MH0131.The horizontal coordinates were scaled from a topographic map and have
 MH0131.an estimated accuracy of +/- 6 seconds.
 MH0131
 MH0131.The orthometric height was determined by differential leveling
 MH0131.and adjusted by the National Geodetic Survey in June 1991..
 MH0131
 MH0131.The geoid height was determined by GEOID03.
 MH0131
 MH0131.The dynamic height is computed by dividing the NAVD 88
 MH0131.geopotential number by the normal gravity value computed on the
 MH0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0131.degrees latitude (g = 980.6199 gals.).
 MH0131
 MH0131.The modeled gravity was interpolated from observed gravity values.
 MH0131
 MH0131;                    North         East    Units  Estimated Accuracy
 MH0131;SPC IA S     -   112,430.      551,050.      MT  (+/- 180 meters Scaled)
 MH0131
 MH0131                          SUPERSEDED SURVEY CONTROL
 MH0131
 MH0131  NGVD 29 (??/??/92)  245.144  (m)          804.28   (f) ADJ UNCH    2 0
 MH0131
 MH0131.Superseded values are not recommended for survey control.
 MH0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0131.See file dsdata.txt to determine how the superseded data were derived.
 MH0131
 MH0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF089399(NAD 83)
 MH0131_MARKER: DB = BENCH MARK DISK
 MH0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0131_STAMPING: V 111 1935
 MH0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0131+STABILITY: SURFACE MOTION
 MH0131
 MH0131  HISTORY     - Date     Condition        Report By
 MH0131  HISTORY     - 1935     MONUMENTED       CGS
 MH0131  HISTORY     - 1979     MARK NOT FOUND   USGS
 MH0131
 MH0131                          STATION DESCRIPTION
 MH0131
 MH0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0131'3.8 MI NE FROM TYRONE.
 MH0131'3.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MH0131'RAILROAD FROM THE STATION AT TYRONE, MONROE COUNTY, 201 FEET
 MH0131'SOUTHWEST OF MILEPOST 309, 291 FEET NORTHEAST OF OVERPASS 309.10,
 MH0131'24 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHWEST TRACK, NEAR
 MH0131'THE NORTHEAST END OF A CUT, AND ABOUT 2-1/2 FEET LOWER THAN THE
 MH0131'TRACK.  A STANDARD DISK, STAMPED V 111 1935 AND SET IN THE TOP
 MH0131'OF A CONCRETE POST.
 MH0131
 MH0131                          STATION RECOVERY (1979)
 MH0131
 MH0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MH0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0238 ***********************************************************************
 MH0238  DESIGNATION -  V 112
 MH0238  PID         -  MH0238
 MH0238  STATE/COUNTY-  IA/WARREN
 MH0238  USGS QUAD   -  HARTFORD (1965)
 MH0238
 MH0238                         *CURRENT SURVEY CONTROL
 MH0238  ___________________________________________________________________
 MH0238* NAD 83(1986)-  41 29 11.     (N)    093 27 27.     (W)     SCALED    
 MH0238* NAVD 88     -       251.282  (meters)     824.41   (feet)  ADJUSTED  
 MH0238  ___________________________________________________________________
 MH0238  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MH0238  DYNAMIC HT  -         251.176 (meters)     824.07  (feet)  COMP
 MH0238  MODELED GRAV-     980,195.5   (mgal)                       NAVD 88
 MH0238
 MH0238  VERT ORDER  -  SECOND    CLASS 0
 MH0238
 MH0238.The horizontal coordinates were scaled from a topographic map and have
 MH0238.an estimated accuracy of +/- 6 seconds.
 MH0238
 MH0238.The orthometric height was determined by differential leveling
 MH0238.and adjusted by the National Geodetic Survey in June 1991..
 MH0238
 MH0238.The geoid height was determined by GEOID03.
 MH0238
 MH0238.The dynamic height is computed by dividing the NAVD 88
 MH0238.geopotential number by the normal gravity value computed on the
 MH0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0238.degrees latitude (g = 980.6199 gals.).
 MH0238
 MH0238.The modeled gravity was interpolated from observed gravity values.
 MH0238
 MH0238;                    North         East    Units  Estimated Accuracy
 MH0238;SPC IA S     -   165,060.      503,550.      MT  (+/- 180 meters Scaled)
 MH0238
 MH0238                          SUPERSEDED SURVEY CONTROL
 MH0238
 MH0238  NGVD 29 (??/??/92)  251.254  (m)          824.32   (f) ADJ UNCH    2 0
 MH0238
 MH0238.Superseded values are not recommended for survey control.
 MH0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0238.See file dsdata.txt to determine how the superseded data were derived.
 MH0238
 MH0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF618928(NAD 83)
 MH0238_MARKER: DB = BENCH MARK DISK
 MH0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0238_STAMPING: V 112 1935
 MH0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0238+STABILITY: SURFACE MOTION
 MH0238
 MH0238  HISTORY     - Date     Condition        Report By
 MH0238  HISTORY     - 1935     MONUMENTED       CGS
 MH0238
 MH0238                          STATION DESCRIPTION
 MH0238
 MH0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0238'1.7 MI SE FROM CARLISLE.
 MH0238'1.7 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0238'RAILROAD FROM THE STATION AT CARLISLE, AT MILEPOST 63 AND A
 MH0238'ROAD CROSSING, 42 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 MH0238'36 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 8 FEET
 MH0238'SOUTHEAST OF A POWER-TRANSMISSION LINE POLE.  A STANDARD DISK,
 MH0238'STAMPED V 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0245 ***********************************************************************
 LE0245  DESIGNATION -  V 113
 LE0245  PID         -  LE0245
 LE0245  STATE/COUNTY-  IA/LUCAS
 LE0245  USGS QUAD   -  CORYDON NE (1982)
 LE0245
 LE0245                         *CURRENT SURVEY CONTROL
 LE0245  ___________________________________________________________________
 LE0245* NAD 83(1986)-  40 56 21.     (N)    093 16 32.     (W)     SCALED    
 LE0245* NAVD 88     -       298.626  (meters)     979.74   (feet)  ADJUSTED  
 LE0245  ___________________________________________________________________
 LE0245  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LE0245  DYNAMIC HT  -         298.485 (meters)     979.28  (feet)  COMP
 LE0245  MODELED GRAV-     980,144.6   (mgal)                       NAVD 88
 LE0245
 LE0245  VERT ORDER  -  SECOND    CLASS 0
 LE0245
 LE0245.The horizontal coordinates were scaled from a topographic map and have
 LE0245.an estimated accuracy of +/- 6 seconds.
 LE0245
 LE0245.The orthometric height was determined by differential leveling
 LE0245.and adjusted by the National Geodetic Survey in June 1991..
 LE0245
 LE0245.The geoid height was determined by GEOID03.
 LE0245
 LE0245.The dynamic height is computed by dividing the NAVD 88
 LE0245.geopotential number by the normal gravity value computed on the
 LE0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0245.degrees latitude (g = 980.6199 gals.).
 LE0245
 LE0245.The modeled gravity was interpolated from observed gravity values.
 LE0245
 LE0245;                    North         East    Units  Estimated Accuracy
 LE0245;SPC IA S     -   104,320.      518,900.      MT  (+/- 180 meters Scaled)
 LE0245
 LE0245                          SUPERSEDED SURVEY CONTROL
 LE0245
 LE0245  NGVD 29 (??/??/92)  298.569  (m)          979.56   (f) ADJ UNCH    2 0
 LE0245
 LE0245.Superseded values are not recommended for survey control.
 LE0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0245.See file dsdata.txt to determine how the superseded data were derived.
 LE0245
 LE0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF768320(NAD 83)
 LE0245_MARKER: DB = BENCH MARK DISK
 LE0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0245_STAMPING: V 113 1935
 LE0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0245+STABILITY: SURFACE MOTION
 LE0245
 LE0245  HISTORY     - Date     Condition        Report By
 LE0245  HISTORY     - 1935     MONUMENTED       CGS
 LE0245  HISTORY     - 20060523 GOOD             GEOCAC
 LE0245
 LE0245                          STATION DESCRIPTION
 LE0245
 LE0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0245'5 MI S FROM CHARITON.
 LE0245'5.0 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0245'RAILROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0245'OVERHEAD CROSSING 179, 40 FEET WEST OF THE CENTERLINE OF THE
 LE0245'TRACK, 10 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2-1/2
 LE0245'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED V 113 1935
 LE0245'AND SET IN THE TOP OF A CONCRETE POST.
 LE0245
 LE0245                          STATION RECOVERY (2006)
 LE0245
 LE0245'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LE0245'ABOUT 370 FT SOUTH OF LUCAS CO 430TH STREET OR 400 FEET SOUTHERLY FROM
 LE0245'BRIDGE, 4 FT NORTH OF WITNESS POST, PROJECTING 1 FT. HANDHELD
 LE0245'COORDINATES N40 56 25.2 W93 16 33.5 SKY VISIBILITY INADEQUATE DUE TO
 LE0245'TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0392 ***********************************************************************
 LE0392  DESIGNATION -  V 114
 LE0392  PID         -  LE0392
 LE0392  STATE/COUNTY-  IA/DECATUR
 LE0392  USGS QUAD   -  LAMONI SOUTH (1981)
 LE0392
 LE0392                         *CURRENT SURVEY CONTROL
 LE0392  ___________________________________________________________________
 LE0392* NAD 83(1986)-  40 37 18.     (N)    093 52 51.     (W)     SCALED    
 LE0392* NAVD 88     -       333.672  (meters)    1094.72   (feet)  ADJUSTED  
 LE0392  ___________________________________________________________________
 LE0392  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 LE0392  DYNAMIC HT  -         333.505 (meters)    1094.17  (feet)  COMP
 LE0392  MODELED GRAV-     980,114.8   (mgal)                       NAVD 88
 LE0392
 LE0392  VERT ORDER  -  SECOND    CLASS 0
 LE0392
 LE0392.The horizontal coordinates were scaled from a topographic map and have
 LE0392.an estimated accuracy of +/- 6 seconds.
 LE0392
 LE0392.The orthometric height was determined by differential leveling
 LE0392.and adjusted by the National Geodetic Survey in June 1991..
 LE0392
 LE0392.The geoid height was determined by GEOID03.
 LE0392
 LE0392.The dynamic height is computed by dividing the NAVD 88
 LE0392.geopotential number by the normal gravity value computed on the
 LE0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0392.degrees latitude (g = 980.6199 gals.).
 LE0392
 LE0392.The modeled gravity was interpolated from observed gravity values.
 LE0392
 LE0392;                    North         East    Units  Estimated Accuracy
 LE0392;SPC IA S     -    69,110.      467,780.      MT  (+/- 180 meters Scaled)
 LE0392
 LE0392                          SUPERSEDED SURVEY CONTROL
 LE0392
 LE0392  NGVD 29 (??/??/92)  333.578  (m)         1094.41   (f) ADJ UNCH    2 0
 LE0392
 LE0392.Superseded values are not recommended for survey control.
 LE0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0392.See file dsdata.txt to determine how the superseded data were derived.
 LE0392
 LE0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE254971(NAD 83)
 LE0392_MARKER: DB = BENCH MARK DISK
 LE0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0392_STAMPING: V 114 1935
 LE0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0392+STABILITY: SURFACE MOTION
 LE0392
 LE0392  HISTORY     - Date     Condition        Report By
 LE0392  HISTORY     - 1935     MONUMENTED       CGS
 LE0392
 LE0392                          STATION DESCRIPTION
 LE0392
 LE0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0392'0.4 MI E FROM TOGO JUNCTION.
 LE0392'0.4 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0392'FROM THE STATION AT TOGO JUNCTION, DECATUR COUNTY, 3 POLES
 LE0392'EAST OF MILEPOST 49, AT A ROAD CROSSING, 33 FEET EAST OF THE
 LE0392'CENTERLINE OF THE ROAD, 15 FEET NORTH OF THE CENTERLINE OF THE
 LE0392'TRACK, AT THE EDGE OF THE EMBANKMENT, AND LEVEL WITH THE TRACK.
 LE0392'A STANDARD DISK, STAMPED V 114 1935 AND SET IN THE TOP OF A
 LE0392'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0315 ***********************************************************************
 MH0315  DESIGNATION -  V 116
 MH0315  PID         -  MH0315
 MH0315  STATE/COUNTY-  IA/WARREN
 MH0315  USGS QUAD   -  NORWALK (1972)
 MH0315
 MH0315                         *CURRENT SURVEY CONTROL
 MH0315  ___________________________________________________________________
 MH0315* NAD 83(1986)-  41 25 04.     (N)    093 42 08.     (W)     SCALED    
 MH0315* NAVD 88     -       269.663  (meters)     884.72   (feet)  POSTED    
 MH0315  ___________________________________________________________________
 MH0315  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 MH0315  DYNAMIC HT  -         269.550 (meters)     884.35  (feet)  COMP
 MH0315  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 MH0315
 MH0315  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0315
 MH0315.The horizontal coordinates were scaled from a topographic map and have
 MH0315.an estimated accuracy of +/- 6 seconds.
 MH0315
 MH0315.The orthometric height was determined by differential leveling
 MH0315.and adjusted by the National Geodetic Survey in 1992..
 MH0315.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0315.rate of 0.0 thru 1.0 mm/km.
 MH0315
 MH0315.The geoid height was determined by GEOID03.
 MH0315
 MH0315.The dynamic height is computed by dividing the NAVD 88
 MH0315.geopotential number by the normal gravity value computed on the
 MH0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0315.degrees latitude (g = 980.6199 gals.).
 MH0315
 MH0315.The modeled gravity was interpolated from observed gravity values.
 MH0315
 MH0315;                    North         East    Units  Estimated Accuracy
 MH0315;SPC IA S     -   157,460.      483,100.      MT  (+/- 180 meters Scaled)
 MH0315
 MH0315                          SUPERSEDED SURVEY CONTROL
 MH0315
 MH0315  NGVD 29 (??/??/92)  269.631  (m)          884.61   (f) ADJ UNCH    2 0
 MH0315
 MH0315.Superseded values are not recommended for survey control.
 MH0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0315.See file dsdata.txt to determine how the superseded data were derived.
 MH0315
 MH0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF413853(NAD 83)
 MH0315_MARKER: DB = BENCH MARK DISK
 MH0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0315_STAMPING: V 116 1935
 MH0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0315+STABILITY: SURFACE MOTION
 MH0315
 MH0315  HISTORY     - Date     Condition        Report By
 MH0315  HISTORY     - 1935     MONUMENTED       CGS
 MH0315  HISTORY     - 1971     MARK NOT FOUND   USGS
 MH0315
 MH0315                          STATION DESCRIPTION
 MH0315
 MH0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0315'1.5 MI NE FROM PROLE.
 MH0315'1.5 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MH0315'RAILROAD FROM THE STATION AT PROLE, WARREN COUNTY, 46 FEET NORTH
 MH0315'OF THE CENTER OF A ROAD CROSSING, 9 FEET EAST OF A FENCE CORNER,
 MH0315'1 FOOT SOUTH OF THE FENCE, AND LEVEL WITH THE TRACK.  A STANDARD
 MH0315'DISK, STAMPED V 116 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MH0315
 MH0315                          STATION RECOVERY (1971)
 MH0315
 MH0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MH0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0418 ***********************************************************************
 LE0418  DESIGNATION -  V 117
 LE0418  PID         -  LE0418
 LE0418  STATE/COUNTY-  IA/DECATUR
 LE0418  USGS QUAD   -  LAMONI SOUTH (1981)
 LE0418
 LE0418                         *CURRENT SURVEY CONTROL
 LE0418  ___________________________________________________________________
 LE0418* NAD 83(1986)-  40 37 01.     (N)    093 53 43.     (W)     SCALED    
 LE0418* NAVD 88     -       336.179  (meters)    1102.95   (feet)  ADJUSTED  
 LE0418  ___________________________________________________________________
 LE0418  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 LE0418  DYNAMIC HT  -         336.010 (meters)    1102.39  (feet)  COMP
 LE0418  MODELED GRAV-     980,112.9   (mgal)                       NAVD 88
 LE0418
 LE0418  VERT ORDER  -  SECOND    CLASS 0
 LE0418
 LE0418.The horizontal coordinates were scaled from a topographic map and have
 LE0418.an estimated accuracy of +/- 6 seconds.
 LE0418
 LE0418.The orthometric height was determined by differential leveling
 LE0418.and adjusted by the National Geodetic Survey in June 1991..
 LE0418
 LE0418.The geoid height was determined by GEOID03.
 LE0418
 LE0418.The dynamic height is computed by dividing the NAVD 88
 LE0418.geopotential number by the normal gravity value computed on the
 LE0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0418.degrees latitude (g = 980.6199 gals.).
 LE0418
 LE0418.The modeled gravity was interpolated from observed gravity values.
 LE0418
 LE0418;                    North         East    Units  Estimated Accuracy
 LE0418;SPC IA S     -    68,590.      466,550.      MT  (+/- 180 meters Scaled)
 LE0418
 LE0418                          SUPERSEDED SURVEY CONTROL
 LE0418
 LE0418  NGVD 29 (??/??/92)  336.083  (m)         1102.63   (f) ADJ UNCH    2 0
 LE0418
 LE0418.Superseded values are not recommended for survey control.
 LE0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0418.See file dsdata.txt to determine how the superseded data were derived.
 LE0418
 LE0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE242966(NAD 83)
 LE0418_MARKER: DB = BENCH MARK DISK
 LE0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0418_STAMPING: V 117 1935
 LE0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0418+STABILITY: SURFACE MOTION
 LE0418
 LE0418  HISTORY     - Date     Condition        Report By
 LE0418  HISTORY     - 1935     MONUMENTED       CGS
 LE0418  HISTORY     - 1983     MARK NOT FOUND   LOCENG
 LE0418
 LE0418                          STATION DESCRIPTION
 LE0418
 LE0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0418'0.5 MI W FROM TOGO JUNCTION.
 LE0418'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0418'FROM THE STATION AT TOGO JUNCTION, DECATUR COUNTY, AT A ROAD
 LE0418'CROSSING 45 FEET NORTH OF THE CENTERLINE OF THE TRACK, 28 FEET
 LE0418'EAST OF THE CENTERLINE OF THE ROAD, 6 FEET EAST OF A FENCE
 LE0418'CORNER, 1 FOOT SOUTH OF THE FENCE LINE, AND LEVEL WITH THE TRACK.
 LE0418'A STANDARD DISK, STAMPED V 117 1935 AND SET IN THE TOP OF A
 LE0418'CONCRETE POST.
 LE0418
 LE0418                          STATION RECOVERY (1983)
 LE0418
 LE0418'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 LE0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0225 ***********************************************************************
 LE0225  DESIGNATION -  V 118
 LE0225  PID         -  LE0225
 LE0225  STATE/COUNTY-  IA/WAYNE
 LE0225  USGS QUAD   -  ALLERTON (1964)
 LE0225
 LE0225                         *CURRENT SURVEY CONTROL
 LE0225  ___________________________________________________________________
 LE0225* NAD 83(1986)-  40 42 32.     (N)    093 21 46.     (W)     SCALED    
 LE0225* NAVD 88     -       335.394  (meters)    1100.37   (feet)  ADJUSTED  
 LE0225  ___________________________________________________________________
 LE0225  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LE0225  DYNAMIC HT  -         335.228 (meters)    1099.83  (feet)  COMP
 LE0225  MODELED GRAV-     980,121.1   (mgal)                       NAVD 88
 LE0225
 LE0225  VERT ORDER  -  SECOND    CLASS 0
 LE0225
 LE0225.The horizontal coordinates were scaled from a topographic map and have
 LE0225.an estimated accuracy of +/- 6 seconds.
 LE0225
 LE0225.The orthometric height was determined by differential leveling
 LE0225.and adjusted by the National Geodetic Survey in June 1991..
 LE0225
 LE0225.The geoid height was determined by GEOID03.
 LE0225
 LE0225.The dynamic height is computed by dividing the NAVD 88
 LE0225.geopotential number by the normal gravity value computed on the
 LE0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0225.degrees latitude (g = 980.6199 gals.).
 LE0225
 LE0225.The modeled gravity was interpolated from observed gravity values.
 LE0225
 LE0225;                    North         East    Units  Estimated Accuracy
 LE0225;SPC IA S     -    78,730.      511,600.      MT  (+/- 180 meters Scaled)
 LE0225
 LE0225                          SUPERSEDED SURVEY CONTROL
 LE0225
 LE0225  NGVD 29 (??/??/92)  335.322  (m)         1100.14   (f) ADJ UNCH    2 0
 LE0225
 LE0225.Superseded values are not recommended for survey control.
 LE0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0225.See file dsdata.txt to determine how the superseded data were derived.
 LE0225
 LE0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF693065(NAD 83)
 LE0225_MARKER: DB = BENCH MARK DISK
 LE0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0225_SP_SET: CONCRETE FOOTING
 LE0225_STAMPING: V 118 1935
 LE0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0225
 LE0225  HISTORY     - Date     Condition        Report By
 LE0225  HISTORY     - 1935     MONUMENTED       CGS
 LE0225  HISTORY     - 1963     GOOD             NGS
 LE0225
 LE0225                          STATION DESCRIPTION
 LE0225
 LE0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0225'AT ALLERTON.
 LE0225'AT ALLERTON, ABOUT 11 POLES EAST OF THE CHICAGO, ROCK ISLAND
 LE0225'AND PACIFIC RAILROAD STATION, AT THE NORTHEAST LEG OF A COAL
 LE0225'CHUTE, IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE FOOTING,
 LE0225'8 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT
 LE0225'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED V 118 1935.
 LE0225
 LE0225                          STATION RECOVERY (1963)
 LE0225
 LE0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LE0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0202 ***********************************************************************
 LE0202  DESIGNATION -  V 119
 LE0202  PID         -  LE0202
 LE0202  STATE/COUNTY-  IA/APPANOOSE
 LE0202  USGS QUAD   -  HIATTSVILLE (1966)
 LE0202
 LE0202                         *CURRENT SURVEY CONTROL
 LE0202  ___________________________________________________________________
 LE0202* NAD 83(1986)-  40 51 44.     (N)    092 49 15.     (W)     SCALED    
 LE0202* NAVD 88     -       305.004  (meters)    1000.67   (feet)  POSTED    
 LE0202  ___________________________________________________________________
 LE0202  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LE0202  DYNAMIC HT  -         304.860 (meters)    1000.19  (feet)  COMP
 LE0202  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 LE0202
 LE0202  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LE0202
 LE0202.The horizontal coordinates were scaled from a topographic map and have
 LE0202.an estimated accuracy of +/- 6 seconds.
 LE0202
 LE0202.The orthometric height was determined by differential leveling
 LE0202.and adjusted by the National Geodetic Survey in 1992..
 LE0202.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LE0202.rate of 2.1 thru 3.0 mm/km.
 LE0202
 LE0202.The geoid height was determined by GEOID03.
 LE0202
 LE0202.The dynamic height is computed by dividing the NAVD 88
 LE0202.geopotential number by the normal gravity value computed on the
 LE0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0202.degrees latitude (g = 980.6199 gals.).
 LE0202
 LE0202.The modeled gravity was interpolated from observed gravity values.
 LE0202
 LE0202;                    North         East    Units  Estimated Accuracy
 LE0202;SPC IA S     -    95,970.      557,260.      MT  (+/- 180 meters Scaled)
 LE0202
 LE0202                          SUPERSEDED SURVEY CONTROL
 LE0202
 LE0202  NGVD 29 (??/??/92)  304.974  (m)         1000.57   (f) ADJ UNCH    2 0
 LE0202
 LE0202.Superseded values are not recommended for survey control.
 LE0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0202.See file dsdata.txt to determine how the superseded data were derived.
 LE0202
 LE0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF151234(NAD 83)
 LE0202_MARKER: DB = BENCH MARK DISK
 LE0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0202_STAMPING: V 119 1935
 LE0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0202+STABILITY: SURFACE MOTION
 LE0202
 LE0202  HISTORY     - Date     Condition        Report By
 LE0202  HISTORY     - 1935     MONUMENTED       CGS
 LE0202
 LE0202                          STATION DESCRIPTION
 LE0202
 LE0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0202'2.2 MI SE FROM MORAVIA.
 LE0202'2.2 MILES SOUTHEAST ALONG THE WABASH RAILROAD FROM THE STATION
 LE0202'AT MORAVIA, APPANOOSE COUNTY, 15 POLES NORTHWEST OF MILEPOST 258,
 LE0202'AT A ROAD CROSSING, 45 FEET NORTHEAST OF THE CENTERLINE OF THE
 LE0202'TRACK, 9 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 5 FEET
 LE0202'SOUTHWEST OF THE RIGHT OF WAY FENCE, AND 1-1/2 FEET LOWER THAN THE
 LE0202'TRACK.  A STANDARD DISK, STAMPED V 119 1935 AND SET IN THE TOP
 LE0202'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0122 ***********************************************************************
 OQ0122  DESIGNATION -  V 12
 OQ0122  PID         -  OQ0122
 OQ0122  STATE/COUNTY-  IA/SIOUX
 OQ0122  USGS QUAD   -  ROCK VALLEY (1968)
 OQ0122
 OQ0122                         *CURRENT SURVEY CONTROL
 OQ0122  ___________________________________________________________________
 OQ0122* NAD 83(1986)-  43 11 40.     (N)    096 15 15.     (W)     SCALED    
 OQ0122* NAVD 88     -       398.630  (meters)    1307.84   (feet)  ADJUSTED  
 OQ0122  ___________________________________________________________________
 OQ0122  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OQ0122  DYNAMIC HT  -         398.517 (meters)    1307.47  (feet)  COMP
 OQ0122  MODELED GRAV-     980,325.1   (mgal)                       NAVD 88
 OQ0122
 OQ0122  VERT ORDER  -  SECOND    CLASS 0
 OQ0122
 OQ0122.The horizontal coordinates were scaled from a topographic map and have
 OQ0122.an estimated accuracy of +/- 6 seconds.
 OQ0122
 OQ0122.The orthometric height was determined by differential leveling
 OQ0122.and adjusted by the National Geodetic Survey in June 1991..
 OQ0122
 OQ0122.The geoid height was determined by GEOID03.
 OQ0122
 OQ0122.The dynamic height is computed by dividing the NAVD 88
 OQ0122.geopotential number by the normal gravity value computed on the
 OQ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0122.degrees latitude (g = 980.6199 gals.).
 OQ0122
 OQ0122.The modeled gravity was interpolated from observed gravity values.
 OQ0122
 OQ0122;                    North         East    Units  Estimated Accuracy
 OQ0122;SPC IA N     - 1,191,870.    1,276,170.      MT  (+/- 180 meters Scaled)
 OQ0122
 OQ0122                          SUPERSEDED SURVEY CONTROL
 OQ0122
 OQ0122  NGVD 29 (??/??/92)  398.413  (m)         1307.13   (f) ADJ UNCH    2 0
 OQ0122
 OQ0122.Superseded values are not recommended for survey control.
 OQ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0122.See file dsdata.txt to determine how the superseded data were derived.
 OQ0122
 OQ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN231860(NAD 83)
 OQ0122_MARKER: DB = BENCH MARK DISK
 OQ0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0122_SP_SET: CONCRETE POST
 OQ0122_STAMPING: V 12 1934
 OQ0122_MARK LOGO: CGS   
 OQ0122_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0122+STABILITY: SURFACE MOTION
 OQ0122
 OQ0122  HISTORY     - Date     Condition        Report By
 OQ0122  HISTORY     - 1934     MONUMENTED       CGS
 OQ0122  HISTORY     - 19890508 MARK NOT FOUND   LOCENG
 OQ0122
 OQ0122                          STATION DESCRIPTION
 OQ0122
 OQ0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0122'2.2 MI E FROM ROCK VALLEY.
 OQ0122'2.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0122'RAILROAD FROM THE STATION AT ROCK VALLEY, 138 YARDS EAST OF THE
 OQ0122'EAST END OF A BRIDGE, 115 YARDS EAST OF A SECTION-ROAD CROSSING,
 OQ0122'45.7 FEET NORTH OF THE NORTH RAIL, AND 1.6 FEET SOUTH OF THE
 OQ0122'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 12 1934 AND SET
 OQ0122'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OQ0122
 OQ0122                          STATION RECOVERY (1989)
 OQ0122
 OQ0122'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 OQ0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1247 ***********************************************************************
 OQ1247  DESIGNATION -  V 12 RESET
 OQ1247  PID         -  OQ1247
 OQ1247  STATE/COUNTY-  IA/SIOUX
 OQ1247  USGS QUAD   -  ROCK VALLEY (1968)
 OQ1247
 OQ1247                         *CURRENT SURVEY CONTROL
 OQ1247  ___________________________________________________________________
 OQ1247* NAD 83(1986)-  43 11 40.     (N)    096 15 15.     (W)     SCALED    
 OQ1247* NAVD 88     -       395.37   (meters)    1297.1    (feet)  RESET     
 OQ1247  ___________________________________________________________________
 OQ1247  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OQ1247
 OQ1247  VERT ORDER  -  THIRD
 OQ1247
 OQ1247.The horizontal coordinates were scaled from a topographic map and have
 OQ1247.an estimated accuracy of +/- 6 seconds.
 OQ1247
 OQ1247.The orthometric height was computed from unverified reset data.
 OQ1247
 OQ1247.The geoid height was determined by GEOID03.
 OQ1247
 OQ1247;                    North         East    Units  Estimated Accuracy
 OQ1247;SPC IA N     - 1,191,870.    1,276,170.      MT  (+/- 180 meters Scaled)
 OQ1247
 OQ1247                          SUPERSEDED SURVEY CONTROL
 OQ1247
 OQ1247  NGVD 29 (05/12/04)  395.15   (m)         1296.4    (f) RESET       3  
 OQ1247
 OQ1247.Superseded values are not recommended for survey control.
 OQ1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1247.See file dsdata.txt to determine how the superseded data were derived.
 OQ1247
 OQ1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN231860(NAD 83)
 OQ1247_MARKER: DV = VERTICAL CONTROL DISK
 OQ1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ1247_SP_SET: CONCRETE POST
 OQ1247_STAMPING: V 12 RESET 1989
 OQ1247_MARK LOGO: NGS   
 OQ1247_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1247+STABILITY: SURFACE MOTION
 OQ1247
 OQ1247  HISTORY     - Date     Condition        Report By
 OQ1247  HISTORY     - 1989     MONUMENTED       LOCENG
 OQ1247
 OQ1247                          STATION DESCRIPTION
 OQ1247
 OQ1247'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 OQ1247'2.2 MILES EAST ALONG CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC
 OQ1247'RAILROAD IN ROCK VALLEY, IN SECTION 26, R46W, T97N, SOUTH 2, 303 FEET
 OQ1247'(92.4 M) ON THE SECTION LINE AND 31 FEET (9.4 M) EAST, LOCATED IN
 OQ1247'THE SIOUX COUNTY RIGHT-OF-WAY.  MARK IS PROTECTED BY A 4X4X8 FOOT
 OQ1247'WOOD POST WITH A SMALL METAL SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0649 ***********************************************************************
 LD0649  DESIGNATION -  V 121
 LD0649  PID         -  LD0649
 LD0649  STATE/COUNTY-  IA/VAN BUREN
 LD0649  USGS QUAD   -  FARMINGTON (1982)
 LD0649
 LD0649                         *CURRENT SURVEY CONTROL
 LD0649  ___________________________________________________________________
 LD0649* NAD 83(1986)-  40 38 30.     (N)    091 44 52.     (W)     SCALED    
 LD0649* NAVD 88     -       169.031  (meters)     554.56   (feet)  ADJUSTED  
 LD0649  ___________________________________________________________________
 LD0649  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 LD0649  DYNAMIC HT  -         168.950 (meters)     554.30  (feet)  COMP
 LD0649  MODELED GRAV-     980,141.6   (mgal)                       NAVD 88
 LD0649
 LD0649  VERT ORDER  -  SECOND    CLASS 0
 LD0649
 LD0649.The horizontal coordinates were scaled from a topographic map and have
 LD0649.an estimated accuracy of +/- 6 seconds.
 LD0649
 LD0649.The orthometric height was determined by differential leveling
 LD0649.and adjusted by the National Geodetic Survey in June 1991..
 LD0649
 LD0649.The geoid height was determined by GEOID03.
 LD0649
 LD0649.The dynamic height is computed by dividing the NAVD 88
 LD0649.geopotential number by the normal gravity value computed on the
 LD0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0649.degrees latitude (g = 980.6199 gals.).
 LD0649
 LD0649.The modeled gravity was interpolated from observed gravity values.
 LD0649
 LD0649;                    North         East    Units  Estimated Accuracy
 LD0649;SPC IA S     -    72,750.      648,210.      MT  (+/- 180 meters Scaled)
 LD0649
 LD0649                          SUPERSEDED SURVEY CONTROL
 LD0649
 LD0649  NGVD 29 (??/??/92)  169.057  (m)          554.65   (f) ADJ UNCH    2 0
 LD0649
 LD0649.Superseded values are not recommended for survey control.
 LD0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0649.See file dsdata.txt to determine how the superseded data were derived.
 LD0649
 LD0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE058997(NAD 83)
 LD0649_MARKER: DB = BENCH MARK DISK
 LD0649_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0649_SP_SET: PIER
 LD0649_STAMPING: V 121 1935
 LD0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0649
 LD0649  HISTORY     - Date     Condition        Report By
 LD0649  HISTORY     - 1935     MONUMENTED       CGS
 LD0649  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 LD0649
 LD0649                          STATION DESCRIPTION
 LD0649
 LD0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0649'AT FARMINGTON.
 LD0649'AT FARMINGTON, VAN BUREN COUNTY, 0.7 MILE WEST ALONG THE CHICAGO,
 LD0649'BURLINGTON AND QUINCY RAILROAD FROM THE STATION, AT BRIDGE
 LD0649'44.26 OVER DES MOINES RIVER, IN THE TOP OF THE WEST PIER, 5 FEET
 LD0649'SOUTH OF THE CENTERLINE OF THE TRACK, 6 INCHES EAST OF THE WEST
 LD0649'EDGE OF THE PIER, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD
 LD0649'DISK, STAMPED V 121 1935.
 LD0649
 LD0649                          STATION RECOVERY (1982)
 LD0649
 LD0649'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 LD0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0619 ***********************************************************************
 LD0619  DESIGNATION -  V 122 RESET
 LD0619  PID         -  LD0619
 LD0619  STATE/COUNTY-  IA/LEE
 LD0619  USGS QUAD   -  SALEM (1981)
 LD0619
 LD0619                         *CURRENT SURVEY CONTROL
 LD0619  ___________________________________________________________________
 LD0619* NAD 83(1986)-  40 48 42.     (N)    091 33 46.     (W)     SCALED    
 LD0619* NAVD 88     -       216.66   (meters)     710.8    (feet)  RESET     
 LD0619  ___________________________________________________________________
 LD0619  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 LD0619
 LD0619  VERT ORDER  -  THIRD
 LD0619
 LD0619.The horizontal coordinates were scaled from a topographic map and have
 LD0619.an estimated accuracy of +/- 6 seconds.
 LD0619
 LD0619.The orthometric height was computed from unverified reset data.
 LD0619
 LD0619.The geoid height was determined by GEOID03.
 LD0619
 LD0619;                    North         East    Units  Estimated Accuracy
 LD0619;SPC IA S     -    91,950.      663,430.      MT  (+/- 180 meters Scaled)
 LD0619
 LD0619                          SUPERSEDED SURVEY CONTROL
 LD0619
 LD0619.No superseded survey control is available for this station.
 LD0619
 LD0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF212188(NAD 83)
 LD0619_MARKER: DB = BENCH MARK DISK
 LD0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0619_STAMPING: V 122 RESET 1972
 LD0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0619+STABILITY: SURFACE MOTION
 LD0619
 LD0619  HISTORY     - Date     Condition        Report By
 LD0619  HISTORY     - 1972     MONUMENTED       NGS
 LD0619
 LD0619                          STATION DESCRIPTION
 LD0619
 LD0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LD0619'11.9 MI N FROM DONNELLSON.
 LD0619'11.9 MILES NORTH ALONG U.S. HIGHWAY 218 FROM THE JUNCTION OF
 LD0619'STATE HIGHWAY 2 AND HIGHWAY 218 IN DONNELLSON, AT A CROSSROAD
 LD0619'AT THE LEE-HENRY COUNTY LINE, 80 FEET EAST OF THE CENTER OF
 LD0619'HIGHWAY 218, 97 FEET NORTH OF A POWER POLE, 49 FEET NORTH OF
 LD0619'THE COUNTY LINE ROAD AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 LD0619'IT IS A STANDARD DISK STAMPED V 122 RESET 1972, SET IN THE TOP
 LD0619'OF A 6 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES ABOVE
 LD0619'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0496 ***********************************************************************
 MG0496  DESIGNATION -  V 123
 MG0496  PID         -  MG0496
 MG0496  STATE/COUNTY-  IA/WASHINGTON
 MG0496  USGS QUAD   -  WASHINGTON (1969)
 MG0496
 MG0496                         *CURRENT SURVEY CONTROL
 MG0496  ___________________________________________________________________
 MG0496* NAD 83(1986)-  41 16 52.     (N)    091 40 08.     (W)     SCALED    
 MG0496* NAVD 88     -       229.451  (meters)     752.79   (feet)  ADJUSTED  
 MG0496  ___________________________________________________________________
 MG0496  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0496  DYNAMIC HT  -         229.354 (meters)     752.47  (feet)  COMP
 MG0496  MODELED GRAV-     980,193.0   (mgal)                       NAVD 88
 MG0496
 MG0496  VERT ORDER  -  SECOND    CLASS 0
 MG0496
 MG0496.The horizontal coordinates were scaled from a topographic map and have
 MG0496.an estimated accuracy of +/- 6 seconds.
 MG0496
 MG0496.The orthometric height was determined by differential leveling
 MG0496.and adjusted by the National Geodetic Survey in June 1991..
 MG0496
 MG0496.The geoid height was determined by GEOID03.
 MG0496
 MG0496.The dynamic height is computed by dividing the NAVD 88
 MG0496.geopotential number by the normal gravity value computed on the
 MG0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0496.degrees latitude (g = 980.6199 gals.).
 MG0496
 MG0496.The modeled gravity was interpolated from observed gravity values.
 MG0496
 MG0496;                    North         East    Units  Estimated Accuracy
 MG0496;SPC IA S     -   143,880.      653,390.      MT  (+/- 180 meters Scaled)
 MG0496
 MG0496                          SUPERSEDED SURVEY CONTROL
 MG0496
 MG0496  NGVD 29 (??/??/92)  229.487  (m)          752.91   (f) ADJ UNCH    2 0
 MG0496
 MG0496.Superseded values are not recommended for survey control.
 MG0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0496.See file dsdata.txt to determine how the superseded data were derived.
 MG0496
 MG0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF114708(NAD 83)
 MG0496_MARKER: DB = BENCH MARK DISK
 MG0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0496_STAMPING: V 123 1935
 MG0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0496+STABILITY: SURFACE MOTION
 MG0496
 MG0496  HISTORY     - Date     Condition        Report By
 MG0496  HISTORY     - 1935     MONUMENTED       CGS
 MG0496  HISTORY     - 1941     GOOD             NGS
 MG0496
 MG0496                          STATION DESCRIPTION
 MG0496
 MG0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0496'1.8 MI SE FROM WASHINGTON.
 MG0496'1.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MG0496'RAILRAOD FROM THE STATION AT WASHINGTON, AT A ROAD CROSSING, 20
 MG0496'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 25 FEET WEST OF THE
 MG0496'CENTERLINE OF THE ROAD, 3 FEET WEST OF A FENCE CORNER, AND LEVEL
 MG0496'WITH THE TRACK.  A STANDARD DISK, STAMPED V 123 1935 AND SET IN
 MG0496'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0594 ***********************************************************************
 LD0594  DESIGNATION -  V 124
 LD0594  PID         -  LD0594
 LD0594  STATE/COUNTY-  IA/JEFFERSON
 LD0594  USGS QUAD   -  LOCKRIDGE EAST (1980)
 LD0594
 LD0594                         *CURRENT SURVEY CONTROL
 LD0594  ___________________________________________________________________
 LD0594* NAD 83(1986)-  40 59 44.     (N)    091 44 53.     (W)     SCALED    
 LD0594* NAVD 88     -       223.818  (meters)     734.31   (feet)  ADJUSTED  
 LD0594  ___________________________________________________________________
 LD0594  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LD0594  DYNAMIC HT  -         223.718 (meters)     733.98  (feet)  COMP
 LD0594  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 LD0594
 LD0594  VERT ORDER  -  SECOND    CLASS 0
 LD0594
 LD0594.The horizontal coordinates were scaled from a topographic map and have
 LD0594.an estimated accuracy of +/- 6 seconds.
 LD0594
 LD0594.The orthometric height was determined by differential leveling
 LD0594.and adjusted by the National Geodetic Survey in June 1991..
 LD0594
 LD0594.The geoid height was determined by GEOID03.
 LD0594
 LD0594.The dynamic height is computed by dividing the NAVD 88
 LD0594.geopotential number by the normal gravity value computed on the
 LD0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0594.degrees latitude (g = 980.6199 gals.).
 LD0594
 LD0594.The modeled gravity was interpolated from observed gravity values.
 LD0594
 LD0594;                    North         East    Units  Estimated Accuracy
 LD0594;SPC IA S     -   112,040.      647,390.      MT  (+/- 180 meters Scaled)
 LD0594
 LD0594                          SUPERSEDED SURVEY CONTROL
 LD0594
 LD0594  NGVD 29 (??/??/92)  223.861  (m)          734.45   (f) ADJ UNCH    2 0
 LD0594
 LD0594.Superseded values are not recommended for survey control.
 LD0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0594.See file dsdata.txt to determine how the superseded data were derived.
 LD0594
 LD0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF052390(NAD 83)
 LD0594_MARKER: DB = BENCH MARK DISK
 LD0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0594_STAMPING: V 124 1935
 LD0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0594+STABILITY: SURFACE MOTION
 LD0594
 LD0594  HISTORY     - Date     Condition        Report By
 LD0594  HISTORY     - 1935     MONUMENTED       CGS
 LD0594  HISTORY     - 1976     POOR             USGS
 LD0594  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 LD0594
 LD0594                          STATION DESCRIPTION
 LD0594
 LD0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0594'AT LOCKRIDGE.
 LD0594'AT LOCKRIDGE, JEFFERSON COUNTY, ON THE CHICAGO, BURLINGTON AND
 LD0594'QUINCY RAILROAD, 100 FEET WEST OF THE BLOCK SIGNAL IN FRONT OF
 LD0594'THE STATION, 34 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK,
 LD0594'3 FEET NORTHEAST OF A POLE, AND 1-1/2 FEET HIGHER THAN THE TRACK.
 LD0594'A STANDARD DISK, STAMPED V 124 1935 AND SET IN THE TOP OF A
 LD0594'CONCRETE POST.
 LD0594
 LD0594                          STATION RECOVERY (1976)
 LD0594
 LD0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LD0594'MARK RECOVERED IN POOR CONDITION.
 LD0594
 LD0594                          STATION RECOVERY (2000)
 LD0594
 LD0594'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LD0594'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0524 ***********************************************************************
 LD0524  DESIGNATION -  V 125
 LD0524  PID         -  LD0524
 LD0524  STATE/COUNTY-  IA/DES MOINES
 LD0524  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0524
 LD0524                         *CURRENT SURVEY CONTROL
 LD0524  ___________________________________________________________________
 LD0524* NAD 83(1986)-  40 49 35.     (N)    091 12 49.     (W)     SCALED    
 LD0524* NAVD 88     -       217.409  (meters)     713.28   (feet)  ADJUSTED  
 LD0524  ___________________________________________________________________
 LD0524  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0524  DYNAMIC HT  -         217.308 (meters)     712.95  (feet)  COMP
 LD0524  MODELED GRAV-     980,156.5   (mgal)                       NAVD 88
 LD0524
 LD0524  VERT ORDER  -  SECOND    CLASS 0
 LD0524
 LD0524.The horizontal coordinates were scaled from a topographic map and have
 LD0524.an estimated accuracy of +/- 6 seconds.
 LD0524
 LD0524.The orthometric height was determined by differential leveling
 LD0524.and adjusted by the National Geodetic Survey in June 1991..
 LD0524
 LD0524.The geoid height was determined by GEOID03.
 LD0524
 LD0524.The dynamic height is computed by dividing the NAVD 88
 LD0524.geopotential number by the normal gravity value computed on the
 LD0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0524.degrees latitude (g = 980.6199 gals.).
 LD0524
 LD0524.The modeled gravity was interpolated from observed gravity values.
 LD0524
 LD0524;                    North         East    Units  Estimated Accuracy
 LD0524;SPC IA S     -    94,300.      692,840.      MT  (+/- 180 meters Scaled)
 LD0524
 LD0524                          SUPERSEDED SURVEY CONTROL
 LD0524
 LD0524  NGVD 29 (??/??/92)  217.460  (m)          713.45   (f) ADJ UNCH    2 0
 LD0524
 LD0524.Superseded values are not recommended for survey control.
 LD0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0524.See file dsdata.txt to determine how the superseded data were derived.
 LD0524
 LD0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF506210(NAD 83)
 LD0524_MARKER: DB = BENCH MARK DISK
 LD0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0524_STAMPING: V 125 1935
 LD0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0524+STABILITY: SURFACE MOTION
 LD0524
 LD0524  HISTORY     - Date     Condition        Report By
 LD0524  HISTORY     - 1935     MONUMENTED       IAGS
 LD0524
 LD0524                          STATION DESCRIPTION
 LD0524
 LD0524'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1935
 LD0524'2.3 MI E FROM MIDDLETOWN.
 LD0524'2.3 MILES EAST ALONG U.S. HIGHWAY 34 FROM MIDDLETOWN, DES MOINES
 LD0524'COUNTY, AT A CROSSROADS, 85 FEET EAST OF THE CENTERLINE OF THE
 LD0524'ROAD, 22 FEET SOUTH OF THE SOUTH EDGE OF THE HIGHWAY PAVEMENT,
 LD0524'AND 18 INCHES NORTH OF FENCE LINE.  A STATE SURVEY STANDARD DISK,
 LD0524'STAMPED V 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0453 ***********************************************************************
 MG0453  DESIGNATION -  V 126
 MG0453  PID         -  MG0453
 MG0453  STATE/COUNTY-  IA/LOUISA
 MG0453  USGS QUAD   -  KEITHSBURG (1982)
 MG0453
 MG0453                         *CURRENT SURVEY CONTROL
 MG0453  ___________________________________________________________________
 MG0453* NAD 83(1986)-  41 06 11.     (N)    090 59 10.     (W)     SCALED    
 MG0453* NAVD 88     -       161.770  (meters)     530.74   (feet)  ADJUSTED  
 MG0453  ___________________________________________________________________
 MG0453  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MG0453  DYNAMIC HT  -         161.701 (meters)     530.51  (feet)  COMP
 MG0453  MODELED GRAV-     980,194.0   (mgal)                       NAVD 88
 MG0453
 MG0453  VERT ORDER  -  SECOND    CLASS 0
 MG0453
 MG0453.The horizontal coordinates were scaled from a topographic map and have
 MG0453.an estimated accuracy of +/- 6 seconds.
 MG0453
 MG0453.The orthometric height was determined by differential leveling
 MG0453.and adjusted by the National Geodetic Survey in June 1991..
 MG0453
 MG0453.The geoid height was determined by GEOID03.
 MG0453
 MG0453.The dynamic height is computed by dividing the NAVD 88
 MG0453.geopotential number by the normal gravity value computed on the
 MG0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0453.degrees latitude (g = 980.6199 gals.).
 MG0453
 MG0453.The modeled gravity was interpolated from observed gravity values.
 MG0453
 MG0453;                    North         East    Units  Estimated Accuracy
 MG0453;SPC IA S     -   125,540.      711,140.      MT  (+/- 180 meters Scaled)
 MG0453
 MG0453                          SUPERSEDED SURVEY CONTROL
 MG0453
 MG0453  NGVD 29 (??/??/92)  161.840  (m)          530.97   (f) ADJ UNCH    2 0
 MG0453
 MG0453.Superseded values are not recommended for survey control.
 MG0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0453.See file dsdata.txt to determine how the superseded data were derived.
 MG0453
 MG0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF691521(NAD 83)
 MG0453_MARKER: DB = BENCH MARK DISK
 MG0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0453_STAMPING: V 126 1935
 MG0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0453+STABILITY: SURFACE MOTION
 MG0453
 MG0453  HISTORY     - Date     Condition        Report By
 MG0453  HISTORY     - 1935     MONUMENTED       CGS
 MG0453  HISTORY     - 1940     GOOD             NGS
 MG0453  HISTORY     - 1964     MARK NOT FOUND   USGS
 MG0453  HISTORY     - 1979     POOR             USGS
 MG0453
 MG0453                          STATION DESCRIPTION
 MG0453
 MG0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MG0453'3.1 MI E FROM OAKVILLE.
 MG0453'3.1 MILES EAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 MG0453'FROM THE STATION AT OAKVILLE, LOUISA COUNTY, AT POLE 396+03,
 MG0453'54 FEET NORTH OF THE CENTERLINE OF THE TRACK, 28 FEET EAST
 MG0453'OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF A FENCE CORNER,
 MG0453'AND ABOUT 8 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MG0453'V 126 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 MG0453'ROAD HAS BEEN RELOCATED WEST OF FORMER LOCATION, AND THE MARK
 MG0453'IS NOW 55.0 FEET EAST OF THE CENTERLINE OF THE ROAD AND WAS
 MG0453'RECOVERED AS BEING BETWEEN THE SECOND AND THIRD POLES WEST OF
 MG0453'MILEPOST 397.
 MG0453
 MG0453                          STATION RECOVERY (1964)
 MG0453
 MG0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MG0453'MARK NOT FOUND.
 MG0453
 MG0453                          STATION RECOVERY (1979)
 MG0453
 MG0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MG0453'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0862 ***********************************************************************
 LF0862  DESIGNATION -  V 127
 LF0862  PID         -  LF0862
 LF0862  STATE/COUNTY-  IA/FREMONT
 LF0862  USGS QUAD   -  MC PAUL (1984)
 LF0862
 LF0862                         *CURRENT SURVEY CONTROL
 LF0862  ___________________________________________________________________
 LF0862* NAD 83(1986)-  40 45 53.     (N)    095 48 30.     (W)     SCALED    
 LF0862* NAVD 88     -       283.624  (meters)     930.52   (feet)  ADJUSTED  
 LF0862  ___________________________________________________________________
 LF0862  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LF0862  DYNAMIC HT  -         283.479 (meters)     930.05  (feet)  COMP
 LF0862  MODELED GRAV-     980,108.1   (mgal)                       NAVD 88
 LF0862
 LF0862  VERT ORDER  -  FIRST     CLASS II
 LF0862
 LF0862.The horizontal coordinates were scaled from a topographic map and have
 LF0862.an estimated accuracy of +/- 6 seconds.
 LF0862
 LF0862.The orthometric height was determined by differential leveling
 LF0862.and adjusted by the National Geodetic Survey in June 1991..
 LF0862
 LF0862.The geoid height was determined by GEOID03.
 LF0862
 LF0862.The dynamic height is computed by dividing the NAVD 88
 LF0862.geopotential number by the normal gravity value computed on the
 LF0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0862.degrees latitude (g = 980.6199 gals.).
 LF0862
 LF0862.The modeled gravity was interpolated from observed gravity values.
 LF0862
 LF0862;                    North         East    Units  Estimated Accuracy
 LF0862;SPC IA S     -    87,510.      305,130.      MT  (+/- 180 meters Scaled)
 LF0862
 LF0862                          SUPERSEDED SURVEY CONTROL
 LF0862
 LF0862  NGVD 29 (??/??/92)  283.526  (m)          930.20   (f) ADJ UNCH    1 2
 LF0862
 LF0862.Superseded values are not recommended for survey control.
 LF0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0862.See file dsdata.txt to determine how the superseded data were derived.
 LF0862
 LF0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF629164(NAD 83)
 LF0862_MARKER: DB = BENCH MARK DISK
 LF0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0862_SP_SET: CONCRETE POST
 LF0862_STAMPING: V 127 1947
 LF0862_MARK LOGO: CGS   
 LF0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0862+STABILITY: SURFACE MOTION
 LF0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0862+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 LF0862
 LF0862  HISTORY     - Date     Condition        Report By
 LF0862  HISTORY     - 1947     MONUMENTED       CGS
 LF0862  HISTORY     - 19890724 GOOD             NGS
 LF0862
 LF0862                          STATION DESCRIPTION
 LF0862
 LF0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0862'1.1 MI N FROM PERCIVAL.
 LF0862'1.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0862'FROM THE STATION AT PERCIVAL, AT A RAILROAD MOTOR CAR SAFETY
 LF0862'SET OFF AND IN LINE WITH AN EAST-WEST FENCE LINE WHICH RUNS
 LF0862'WEST FROM THE WEST RAILROAD RIGHT OF WAY FENCE, 102.4 FEET SOUTH
 LF0862'OF THE CENTER POST OF THREE BRACED CONCRETE POSTS WHICH ARE IN
 LF0862'THE WEST RIGHT OF WAY FENCE, 45.4 FEET WEST OF THE WEST RAIL
 LF0862'OF THE TRACK, 3.0 FEET SOUTH OF A REFERENCE POST, 2.5 FEET EAST
 LF0862'OF A FENCE CORNER POST WHICH IS IN THE WEST RIGHT OF WAY FENCE,
 LF0862'SET IN A CONCRETE POST ABOUT 3 FEET BELOW THE TRACK AND PROJECTING
 LF0862'0.5 FOOT.
 LF0862
 LF0862                          STATION RECOVERY (1989)
 LF0862
 LF0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0862'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.8 KM
 LF0862'(1.10 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0862'POST OFFICE IN PERCIVAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0048 ***********************************************************************
 MK0048  DESIGNATION -  V 128
 MK0048  PID         -  MK0048
 MK0048  STATE/COUNTY-  IA/HARRISON
 MK0048  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0048
 MK0048                         *CURRENT SURVEY CONTROL
 MK0048  ___________________________________________________________________
 MK0048* NAD 83(1986)-  41 49 29.     (N)    096 03 31.     (W)     SCALED    
 MK0048* NAVD 88     -       315.578  (meters)    1035.36   (feet)  ADJUSTED  
 MK0048  ___________________________________________________________________
 MK0048  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 MK0048  DYNAMIC HT  -         315.453 (meters)    1034.95  (feet)  COMP
 MK0048  MODELED GRAV-     980,218.8   (mgal)                       NAVD 88
 MK0048
 MK0048  VERT ORDER  -  FIRST     CLASS II
 MK0048
 MK0048.The horizontal coordinates were scaled from a topographic map and have
 MK0048.an estimated accuracy of +/- 6 seconds.
 MK0048
 MK0048.The orthometric height was determined by differential leveling
 MK0048.and adjusted by the National Geodetic Survey in June 1991..
 MK0048
 MK0048.The geoid height was determined by GEOID03.
 MK0048
 MK0048.The dynamic height is computed by dividing the NAVD 88
 MK0048.geopotential number by the normal gravity value computed on the
 MK0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0048.degrees latitude (g = 980.6199 gals.).
 MK0048
 MK0048.The modeled gravity was interpolated from observed gravity values.
 MK0048
 MK0048;                    North         East    Units  Estimated Accuracy
 MK0048;SPC IA S     -   205,770.      287,470.      MT  (+/- 180 meters Scaled)
 MK0048
 MK0048                          SUPERSEDED SURVEY CONTROL
 MK0048
 MK0048  NGVD 29 (??/??/92)  315.429  (m)         1034.87   (f) ADJ UNCH    1 2
 MK0048
 MK0048.Superseded values are not recommended for survey control.
 MK0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0048.See file dsdata.txt to determine how the superseded data were derived.
 MK0048
 MK0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM442344(NAD 83)
 MK0048_MARKER: DB = BENCH MARK DISK
 MK0048_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK0048_SP_SET: BRIDGE ABUTMENT
 MK0048_STAMPING: V 128 1948
 MK0048_MARK LOGO: CGS   
 MK0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0048+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1997
 MK0048
 MK0048  HISTORY     - Date     Condition        Report By
 MK0048  HISTORY     - 1948     MONUMENTED       CGS
 MK0048  HISTORY     - 1949     GOOD             NGS
 MK0048  HISTORY     - 1974     GOOD             LOCSUR
 MK0048  HISTORY     - 19890828 GOOD             NGS
 MK0048  HISTORY     - 19971118 GOOD             NGS
 MK0048
 MK0048                          STATION DESCRIPTION
 MK0048
 MK0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MK0048'1.6 MI N FROM LITTLE SIOUX.
 MK0048'1.6 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0048'FROM THE STATION AT LITTLE SIOUX, SET IN THE SOUTH ROCK BASE
 MK0048'OF RAILROAD BRIDGE 524, WHICH IS OVER THE MONONA HARRISON
 MK0048'DITCH, 6.0 FEET BELOW THE TOP OF THE RAIL, 5.0 FEET EAST OF THE
 MK0048'EAST RAIL OF THE TRACK.  THIS BENCH MARK IS 1.4 MILE WEST OF BENCH
 MK0048'MARK H 160 WHICH IS DESCRIBED FROM LITTLE SIOUX.
 MK0048
 MK0048                          STATION RECOVERY (1974)
 MK0048
 MK0048'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0048'RECOVERED IN GOOD CONDITION.
 MK0048
 MK0048                          STATION RECOVERY (1989)
 MK0048
 MK0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0048'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.4 KM
 MK0048'(1.50 MI) NORTHWESTERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 MK0048'FROM ITS JUNCTION WITH STATE HIGHWAY 301 IN RIVER SIOUX.
 MK0048
 MK0048                          STATION RECOVERY (1997)
 MK0048
 MK0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 MK0048'0.2 KM (0.10 MI) SOUTHERLY ALONG 2ND STREET FROM THE POST OFFICE IN
 MK0048'LITTLE SIOUX, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG STATE HIGHWAY
 MK0048'301, THENCE 2.4 KM (1.50 MI) NORTHERLY ALONG COUNTY ROAD K 45, IN TOP
 MK0048'OF AND 1.2 M (3.9 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 MK0048'CONCRETE ABUTMENT OF THE CHICAGO AND NORTHWESTERN RAILROAD BRIDGE
 MK0048'SPANNING THE MONOHA HARRISON DITCH, 39.8 M (130.6 FT) NORTHEAST OF THE
 MK0048'ROAD CENTERLINE, 25.3 M (83.0 FT) NORTHWEST OF THE CENTER OF 125TH
 MK0048'STREET, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE TRACK, AND 1.6 M (5.2
 MK0048'FT) NORTHEAST OF THE NEAR RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0083 ***********************************************************************
 NM0083  DESIGNATION -  V 129
 NM0083  PID         -  NM0083
 NM0083  STATE/COUNTY-  IA/MONONA
 NM0083  USGS QUAD   -  ONAWA (1969)
 NM0083
 NM0083                         *CURRENT SURVEY CONTROL
 NM0083  ___________________________________________________________________
 NM0083* NAD 83(1986)-  42 02 49.     (N)    096 05 48.     (W)     SCALED    
 NM0083* NAVD 88     -       321.595  (meters)    1055.10   (feet)  ADJUSTED  
 NM0083  ___________________________________________________________________
 NM0083  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 NM0083  DYNAMIC HT  -         321.479 (meters)    1054.72  (feet)  COMP
 NM0083  MODELED GRAV-     980,252.3   (mgal)                       NAVD 88
 NM0083
 NM0083  VERT ORDER  -  FIRST     CLASS II
 NM0083
 NM0083.The horizontal coordinates were scaled from a topographic map and have
 NM0083.an estimated accuracy of +/- 6 seconds.
 NM0083
 NM0083.The orthometric height was determined by differential leveling
 NM0083.and adjusted by the National Geodetic Survey in June 1991..
 NM0083
 NM0083.The geoid height was determined by GEOID03.
 NM0083
 NM0083.The dynamic height is computed by dividing the NAVD 88
 NM0083.geopotential number by the normal gravity value computed on the
 NM0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0083.degrees latitude (g = 980.6199 gals.).
 NM0083
 NM0083.The modeled gravity was interpolated from observed gravity values.
 NM0083
 NM0083;                    North         East    Units  Estimated Accuracy
 NM0083;SPC IA N     - 1,064,050.    1,285,060.      MT  (+/- 180 meters Scaled)
 NM0083
 NM0083                          SUPERSEDED SURVEY CONTROL
 NM0083
 NM0083  NGVD 29 (??/??/92)  321.428  (m)         1054.55   (f) ADJ UNCH    1 2
 NM0083
 NM0083.Superseded values are not recommended for survey control.
 NM0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0083.See file dsdata.txt to determine how the superseded data were derived.
 NM0083
 NM0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM402590(NAD 83)
 NM0083_MARKER: DB = BENCH MARK DISK
 NM0083_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NM0083_SP_SET: PIER
 NM0083_STAMPING: V 129 1948
 NM0083_MARK LOGO: CGS   
 NM0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0083+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1989
 NM0083
 NM0083  HISTORY     - Date     Condition        Report By
 NM0083  HISTORY     - 1948     MONUMENTED       CGS
 NM0083  HISTORY     - 19890831 GOOD             NGS
 NM0083
 NM0083                          STATION DESCRIPTION
 NM0083
 NM0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0083'1.4 MI NW FROM ONAWA.
 NM0083'1.45 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM0083'FROM THE STATION AT ONAWA, AT THE OVERPASS WHERE U.S. HIGHWAY 75
 NM0083'CROSSES OVER THE RAILROAD, 6.4 FEET SOUTHWEST OF THE SOUTHWEST
 NM0083'RAIL, 2.3 FEET ABOVE THE GROUND, SET VERTICALLY IN THE NORTHEAST
 NM0083'SIDE OF THE MOST WESTERLY ONE OF THE TWO CENTER PIERS OF OVERPASS
 NM0083'538 1/2.
 NM0083
 NM0083                          STATION RECOVERY (1989)
 NM0083
 NM0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0083'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 NM0083'CHANGE--1.45 MILE, TO 2.2 KM (1.35 MI), STATION, TO IOWA AVENUE, U.S.
 NM0083'HIGHWAY 75, TO COUNTY ROAD K 45, AND 2.3 FEET, TO 0.3 M (1.0 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0304 ***********************************************************************
 NL0304  DESIGNATION -  V 13
 NL0304  PID         -  NL0304
 NL0304  STATE/COUNTY-  IA/SAC
 NL0304  USGS QUAD   -  SAC CITY WEST (1980)
 NL0304
 NL0304                         *CURRENT SURVEY CONTROL
 NL0304  ___________________________________________________________________
 NL0304* NAD 83(1986)-  42 26 29.     (N)    095 04 18.     (W)     SCALED    
 NL0304* NAVD 88     -       397.899  (meters)    1305.44   (feet)  ADJUSTED  
 NL0304  ___________________________________________________________________
 NL0304  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 NL0304  DYNAMIC HT  -         397.758 (meters)    1304.98  (feet)  COMP
 NL0304  MODELED GRAV-     980,255.3   (mgal)                       NAVD 88
 NL0304
 NL0304  VERT ORDER  -  FIRST     CLASS II
 NL0304
 NL0304.The horizontal coordinates were scaled from a topographic map and have
 NL0304.an estimated accuracy of +/- 6 seconds.
 NL0304
 NL0304.The orthometric height was determined by differential leveling
 NL0304.and adjusted by the National Geodetic Survey in June 1991..
 NL0304
 NL0304.The geoid height was determined by GEOID03.
 NL0304
 NL0304.The dynamic height is computed by dividing the NAVD 88
 NL0304.geopotential number by the normal gravity value computed on the
 NL0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0304.degrees latitude (g = 980.6199 gals.).
 NL0304
 NL0304.The modeled gravity was interpolated from observed gravity values.
 NL0304
 NL0304;                    North         East    Units  Estimated Accuracy
 NL0304;SPC IA N     - 1,105,770.    1,370,700.      MT  (+/- 180 meters Scaled)
 NL0304
 NL0304                          SUPERSEDED SURVEY CONTROL
 NL0304
 NL0304  NGVD 29 (??/??/92)  397.798  (m)         1305.11   (f) ADJ UNCH    1 2
 NL0304
 NL0304.Superseded values are not recommended for survey control.
 NL0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0304.See file dsdata.txt to determine how the superseded data were derived.
 NL0304
 NL0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH296008(NAD 83)
 NL0304_MARKER: DB = BENCH MARK DISK
 NL0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0304_STAMPING: 1305.109 V 13 1933
 NL0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0304+STABILITY: SURFACE MOTION
 NL0304
 NL0304  HISTORY     - Date     Condition        Report By
 NL0304  HISTORY     - 1933     MONUMENTED       CGS
 NL0304  HISTORY     - 1934     GOOD             NGS
 NL0304  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0304
 NL0304                          STATION DESCRIPTION
 NL0304
 NL0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0304'4 MI W FROM SAC CITY.
 NL0304'4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0304'SAC CITY, SAC COUNTY, 400 YARDS WEST OF BRIDGE 1451, 200 YARDS,
 NL0304'SOUTH OF THE NORTHEAST CORNER OF SEC. 18, T. 88 N., R. 36 W.,
 NL0304'80 FEET NORTH OF A 30-INCH FORKED WILLOW TREE, AT A DIRT ROAD
 NL0304'CROSSING, 33.6 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 16
 NL0304'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 17 FEET NORTH OF
 NL0304'THE SOUTH RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED 1305.109
 NL0304'V 13 1933 AND SET IN THE TOP OF A CONCRETE POST.
 NL0304
 NL0304                          STATION RECOVERY (1975)
 NL0304
 NL0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0867 ***********************************************************************
 MJ0867  DESIGNATION -  V 130
 MJ0867  PID         -  MJ0867
 MJ0867  STATE/COUNTY-  IA/MILLS
 MJ0867  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0867
 MJ0867                         *CURRENT SURVEY CONTROL
 MJ0867  ___________________________________________________________________
 MJ0867* NAD 83(1986)-  41 02 16.     (N)    095 51 05.     (W)     SCALED    
 MJ0867* NAVD 88     -       291.957  (meters)     957.86   (feet)  ADJUSTED  
 MJ0867  ___________________________________________________________________
 MJ0867  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MJ0867  DYNAMIC HT  -         291.836 (meters)     957.47  (feet)  COMP
 MJ0867  MODELED GRAV-     980,201.1   (mgal)                       NAVD 88
 MJ0867
 MJ0867  VERT ORDER  -  SECOND    CLASS 0
 MJ0867
 MJ0867.The horizontal coordinates were scaled from a topographic map and have
 MJ0867.an estimated accuracy of +/- 6 seconds.
 MJ0867
 MJ0867.The orthometric height was determined by differential leveling
 MJ0867.and adjusted by the National Geodetic Survey in June 1991..
 MJ0867
 MJ0867.The geoid height was determined by GEOID03.
 MJ0867
 MJ0867.The dynamic height is computed by dividing the NAVD 88
 MJ0867.geopotential number by the normal gravity value computed on the
 MJ0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0867.degrees latitude (g = 980.6199 gals.).
 MJ0867
 MJ0867.The modeled gravity was interpolated from observed gravity values.
 MJ0867
 MJ0867;                    North         East    Units  Estimated Accuracy
 MJ0867;SPC IA S     -   117,920.      302,310.      MT  (+/- 180 meters Scaled)
 MJ0867
 MJ0867                          SUPERSEDED SURVEY CONTROL
 MJ0867
 MJ0867  NGVD 29 (??/??/92)  291.866  (m)          957.56   (f) ADJ UNCH    2 0
 MJ0867
 MJ0867.Superseded values are not recommended for survey control.
 MJ0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0867.See file dsdata.txt to determine how the superseded data were derived.
 MJ0867
 MJ0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF603468(NAD 83)
 MJ0867_MARKER: DB = BENCH MARK DISK
 MJ0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0867_STAMPING: V 130 1948
 MJ0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0867+STABILITY: SURFACE MOTION
 MJ0867
 MJ0867  HISTORY     - Date     Condition        Report By
 MJ0867  HISTORY     - 1948     MONUMENTED       CGS
 MJ0867
 MJ0867                          STATION DESCRIPTION
 MJ0867
 MJ0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0867'5.3 MI NW FROM PACIFIC JUNCTION.
 MJ0867'1 BLOCK WEST AND 1 1/2 BLOCKS NORTH FROM THE PACIFIC JUNCTION
 MJ0867'SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE WEST ALONG A DIRT
 MJ0867'ROAD, THENCE 2.0 MILES NORTH ALONG DIRT ROAD, THENCE 1.55 MILES
 MJ0867'WEST ALONG A DIRT ROAD, THENCE 0.75 MILE SOUTH ALONG TOP OF
 MJ0867'LEVEE, 0.7 MILE SOUTH ALONG THE LEVEE FROM THE HOME OF S.L.
 MJ0867'LINCOLN WHICH IS OWNED BY S.B. LINCOLN, 226.0 FEET NORTH OF A
 MJ0867'POINT WHERE THE LEVEE RIGHT-OF-WAY FENCE LINE APPROACHES THE
 MJ0867'BASE OF THE LEVEE AND MAKES A TURN TO FOLLOW THE LEVEE WHICH HAS
 MJ0867'MADE THE TURN, 97.8 FEET EAST OF THE TOP OF THE LEVEE WEST OF A
 MJ0867'CREOSOTED RAILWAY CROSS TIE WHICH SERVES A CORNER FENCE POST FOR
 MJ0867'THE JUNCTION OF THE LEVEE RIGHT-OF-WAY FENCE LINE AND THE FENCE
 MJ0867'LINE LEADING EAST, 1.5 FEET SOUTH OF A 4X4 REFERENCE POST, SET
 MJ0867'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 MJ0867'GROUND.  NOTE-- BENCH MARK IS 0.1 MILE WEST AND 0.5 MILE NORTH
 MJ0867'OF BENCH MARK X 131.  THE FENCE LINE LEADING EAST IS A SECTION
 MJ0867'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0611 ***********************************************************************
 MJ0611  DESIGNATION -  V 131
 MJ0611  PID         -  MJ0611
 MJ0611  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0611  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0611
 MJ0611                         *CURRENT SURVEY CONTROL
 MJ0611  ___________________________________________________________________
 MJ0611* NAD 83(1986)-  41 13 31.     (N)    095 50 56.     (W)     SCALED    
 MJ0611* NAVD 88     -       297.709  (meters)     976.73   (feet)  ADJUSTED  
 MJ0611  ___________________________________________________________________
 MJ0611  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 MJ0611  DYNAMIC HT  -         297.589 (meters)     976.34  (feet)  COMP
 MJ0611  MODELED GRAV-     980,210.6   (mgal)                       NAVD 88
 MJ0611
 MJ0611  VERT ORDER  -  FIRST     CLASS II
 MJ0611
 MJ0611.The horizontal coordinates were scaled from a topographic map and have
 MJ0611.an estimated accuracy of +/- 6 seconds.
 MJ0611
 MJ0611.The orthometric height was determined by differential leveling
 MJ0611.and adjusted by the National Geodetic Survey in June 1991..
 MJ0611.WARNING-Repeat measurements at this control monument indicate possible
 MJ0611.vertical movement.
 MJ0611
 MJ0611.The geoid height was determined by GEOID03.
 MJ0611
 MJ0611.The dynamic height is computed by dividing the NAVD 88
 MJ0611.geopotential number by the normal gravity value computed on the
 MJ0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0611.degrees latitude (g = 980.6199 gals.).
 MJ0611
 MJ0611.The modeled gravity was interpolated from observed gravity values.
 MJ0611
 MJ0611;                    North         East    Units  Estimated Accuracy
 MJ0611;SPC IA S     -   138,720.      303,080.      MT  (+/- 180 meters Scaled)
 MJ0611
 MJ0611                          SUPERSEDED SURVEY CONTROL
 MJ0611
 MJ0611  NGVD 29 (??/??/92)  297.632  (m)          976.48   (f) ADJ UNCH    1 2
 MJ0611
 MJ0611.Superseded values are not recommended for survey control.
 MJ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0611.See file dsdata.txt to determine how the superseded data were derived.
 MJ0611
 MJ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF612676(NAD 83)
 MJ0611_MARKER: DB = BENCH MARK DISK
 MJ0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0611_SP_SET: CONCRETE POST
 MJ0611_STAMPING: V 131 1948
 MJ0611_MARK LOGO: CGS   
 MJ0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0611+STABILITY: SURFACE MOTION
 MJ0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0611+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2001
 MJ0611
 MJ0611  HISTORY     - Date     Condition        Report By
 MJ0611  HISTORY     - 1948     MONUMENTED       CGS
 MJ0611  HISTORY     - 19890813 GOOD             NGS
 MJ0611  HISTORY     - 20010209 GOOD             INDIV
 MJ0611
 MJ0611                          STATION DESCRIPTION
 MJ0611
 MJ0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0611'1.9 MI S FROM COUNCIL BLUFFS.
 MJ0611'1.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0611'FROM THE STATION AT COUNCIL BLUFFS, AT THE CROSSING OF THE
 MJ0611'CHICAGO, BURLINGTON AND QUINCY RAILROAD AND A GRAVEL ROAD
 MJ0611'LEADING EAST TO THE COUNCIL BLUFFS AIRPORT, 0.1 MILE WEST ALONG
 MJ0611'A GRAVEL ROAD FROM STATE HIGHWAY 192, 44.5 FEET NORTH OF THE
 MJ0611'CENTER LINE OF A GRAVEL ROAD, 38.0 FEET NORTHEAST OF THE
 MJ0611'NORTHEAST RAIL, 24.5 FEET NORTHWEST OF THE NORTHWEST END OF
 MJ0611'A 3-FOOT GALVANIZED PIPE CULVERT UNDER THE GRAVEL ROAD, 1.5
 MJ0611'FEET SOUTHEAST OF A 4 X 4 REFERENCE POST, 1.0 FOOT SOUTHWEST
 MJ0611'OF A TELEGRAPH POLE, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0611'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MJ0611
 MJ0611                          STATION RECOVERY (1989)
 MJ0611
 MJ0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0611'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.4 KM
 MJ0611'(1.50 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 MJ0611'JUNCTION OF 16TH AVENUE IN COUNCIL BLUFFS, 13.6 M (44.6 FT) NORTH OF
 MJ0611'THE CENTER OF A GRAVELED ROAD, 11.6 M (38.1 FT) NORTHEAST OF THE NEAR
 MJ0611'RAIL, 7.5 M (24.6 FT) NORTHWEST OF THE NORTH END OF A DRAIN PIPE, 1.2
 MJ0611'M (3.9 FT) BELOW THE LEVEL OF THE TRACK, 1.0 M (3.3 FT) WEST OF A
 MJ0611'UTILITY POLE, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.1 M (0.3 FT)
 MJ0611'ABOVE THE GROUND SURFACE.
 MJ0611
 MJ0611                          STATION RECOVERY (2001)
 MJ0611
 MJ0611'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLB)
 MJ0611'GRAVEL ROAD DOES NOT EXIST ANYMORE POINT IS NOW NORTHEAST OF A CAR
 MJ0611'DEALERSHIP BUSINESS.  0.2 MILES EAST OF SOUTH EXPRESS WAY HIGHWAY AND
 MJ0611'34TH AVE.  NORTHEAST OF RR TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0542 ***********************************************************************
 MJ0542  DESIGNATION -  V 132
 MJ0542  PID         -  MJ0542
 MJ0542  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0542  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0542
 MJ0542                         *CURRENT SURVEY CONTROL
 MJ0542  ___________________________________________________________________
 MJ0542* NAD 83(1986)-  41 14 17.     (N)    095 49 20.     (W)     SCALED    
 MJ0542* NAVD 88     -       302.685  (meters)     993.06   (feet)  ADJUSTED  
 MJ0542  ___________________________________________________________________
 MJ0542  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 MJ0542  DYNAMIC HT  -         302.561 (meters)     992.65  (feet)  COMP
 MJ0542  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 MJ0542
 MJ0542  VERT ORDER  -  FIRST     CLASS II
 MJ0542
 MJ0542.The horizontal coordinates were scaled from a topographic map and have
 MJ0542.an estimated accuracy of +/- 6 seconds.
 MJ0542
 MJ0542.The orthometric height was determined by differential leveling
 MJ0542.and adjusted by the National Geodetic Survey in June 1991..
 MJ0542
 MJ0542.The geoid height was determined by GEOID03.
 MJ0542
 MJ0542.The dynamic height is computed by dividing the NAVD 88
 MJ0542.geopotential number by the normal gravity value computed on the
 MJ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0542.degrees latitude (g = 980.6199 gals.).
 MJ0542
 MJ0542.The modeled gravity was interpolated from observed gravity values.
 MJ0542
 MJ0542;                    North         East    Units  Estimated Accuracy
 MJ0542;SPC IA S     -   140,080.      305,360.      MT  (+/- 180 meters Scaled)
 MJ0542
 MJ0542                          SUPERSEDED SURVEY CONTROL
 MJ0542
 MJ0542  NGVD 29 (??/??/92)  302.574  (m)          992.69   (f) ADJ UNCH    1 2
 MJ0542
 MJ0542.Superseded values are not recommended for survey control.
 MJ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0542.See file dsdata.txt to determine how the superseded data were derived.
 MJ0542
 MJ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF634690(NAD 83)
 MJ0542_MARKER: DB = BENCH MARK DISK
 MJ0542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0542_SP_SET: PIER
 MJ0542_STAMPING: V 132 1948
 MJ0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0542
 MJ0542  HISTORY     - Date     Condition        Report By
 MJ0542  HISTORY     - 1948     MONUMENTED       CGS
 MJ0542  HISTORY     - 1964     GOOD             NGS
 MJ0542
 MJ0542                          STATION DESCRIPTION
 MJ0542
 MJ0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0542'2.4 MI NE FROM COUNCIL BLUFFS.
 MJ0542'1.7 MILES SOUTHEAST AND 0.7 MILE NORTHEAST ALONG THE CHICAGO,
 MJ0542'ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION AT COUNCIL
 MJ0542'BLUFFS, AT RAILROAD MILEAGE 496.8, AT THE CHICAGO AND GREAT
 MJ0542'WESTERN RAILROAD BRIDGE OVER THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0542'AND THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROADS, SET IN
 MJ0542'THE CENTER OF THE EAST FACE OF THE FIRST AND ONLY CONCRETE PIER
 MJ0542'NORTHWEST OF THE CHICAGO, ROCK ISLAND AND PACIFIC TRACKS, 45.9
 MJ0542'FEET WEST OF THE NORTHWEST RAIL OF THE CHICAGO, ROCK ISLAND AND
 MJ0542'PACIFIC TRACKS MEASURED UNDER AND ALONG THE CENTER LINE OF THE
 MJ0542'BRIDGE SPAN, 3.4 FEET ABOVE THE GROUND, ABOUT LEVEL WITH THE TOP
 MJ0542'OF THE RAILS.
 MJ0542
 MJ0542                          STATION RECOVERY (1964)
 MJ0542
 MJ0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MJ0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1141 ***********************************************************************
 LF1141  DESIGNATION -  V 133
 LF1141  PID         -  LF1141
 LF1141  STATE/COUNTY-  IA/FREMONT
 LF1141  USGS QUAD   -  MC PAUL (1984)
 LF1141
 LF1141                         *CURRENT SURVEY CONTROL
 LF1141  ___________________________________________________________________
 LF1141* NAD 83(1986)-  40 50 23.     (N)    095 49 59.     (W)     SCALED    
 LF1141* NAVD 88     -       285.581  (meters)     936.94   (feet)  ADJUSTED  
 LF1141  ___________________________________________________________________
 LF1141  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 LF1141  DYNAMIC HT  -         285.445 (meters)     936.50  (feet)  COMP
 LF1141  MODELED GRAV-     980,139.8   (mgal)                       NAVD 88
 LF1141
 LF1141  VERT ORDER  -  SECOND    CLASS 0
 LF1141
 LF1141.The horizontal coordinates were scaled from a topographic map and have
 LF1141.an estimated accuracy of +/- 6 seconds.
 LF1141
 LF1141.The orthometric height was determined by differential leveling
 LF1141.and adjusted by the National Geodetic Survey in June 1991..
 LF1141
 LF1141.The geoid height was determined by GEOID03.
 LF1141
 LF1141.The dynamic height is computed by dividing the NAVD 88
 LF1141.geopotential number by the normal gravity value computed on the
 LF1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1141.degrees latitude (g = 980.6199 gals.).
 LF1141
 LF1141.The modeled gravity was interpolated from observed gravity values.
 LF1141
 LF1141;                    North         East    Units  Estimated Accuracy
 LF1141;SPC IA S     -    95,890.      303,260.      MT  (+/- 180 meters Scaled)
 LF1141
 LF1141                          SUPERSEDED SURVEY CONTROL
 LF1141
 LF1141  NGVD 29 (??/??/92)  285.492  (m)          936.65   (f) ADJ UNCH    2 0
 LF1141
 LF1141.Superseded values are not recommended for survey control.
 LF1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1141.See file dsdata.txt to determine how the superseded data were derived.
 LF1141
 LF1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF611248(NAD 83)
 LF1141_MARKER: DB = BENCH MARK DISK
 LF1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1141_STAMPING: V 133 1948
 LF1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1141+STABILITY: SURFACE MOTION
 LF1141
 LF1141  HISTORY     - Date     Condition        Report By
 LF1141  HISTORY     - 1948     MONUMENTED       CGS
 LF1141  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF1141
 LF1141                          STATION DESCRIPTION
 LF1141
 LF1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1141'2.8 MI NW FROM MC PAUL.
 LF1141'1.25 MILES WEST ALONG GRAVEL AND DIRT ROADS FROM THE CHICAGO,
 LF1141'BURLINGTON AND QUINCY RAILROAD STATION AT MC PAUL, THENCE 1.0
 LF1141'MILE NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE NORTH ALONG A
 LF1141'DIRT ROAD ON TOP OF A RIVER LEVEE, THENCE 0.3 MILE WEST ALONG
 LF1141'A FARM ROAD, (THIS FARM ROAD JUNCTIONS WITH THE ROAD ON TOP
 LF1141'OF THE LEVEE 0.25 MILE SOUTH OF A JUNCTION OF A DIRT ROAD LEADING
 LF1141'EAST AND THE HOME OF R.F. BRILEY), AT A GROVE OF 8 COTTONWOOD
 LF1141'TREES WHICH SURROUNDS THE FORMER LOCATION OF A FARM HOME (NOW
 LF1141'DESTROYED), AT A GROUP OF 3 COTTONWOOD TREES WHICH ARE THE MOST
 LF1141'SOUTHEASTERLY TREES IN THE GROVE, 39.5 FEET NORTH OF THE CENTER
 LF1141'LINE OF THE FARM ROAD, 4.5 FEET SOUTHWEST OF THE MOST NORTHERLY
 LF1141'TREE, 4.4 FEET NORTH NORTHEAST OF THE MOST WESTERLY TREE, 4.1 FEET
 LF1141'NORTHWEST OF THE MOST SOUTHEASTERLY TREE, 1.5 FEET WEST OF A
 LF1141'4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LF1141'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 LF1141
 LF1141                          STATION RECOVERY (1964)
 LF1141
 LF1141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF1141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0985 ***********************************************************************
 LF0985  DESIGNATION -  V 134
 LF0985  PID         -  LF0985
 LF0985  STATE/COUNTY-  IA/FREMONT
 LF0985  USGS QUAD   -  HAMBURG (1984)
 LF0985
 LF0985                         *CURRENT SURVEY CONTROL
 LF0985  ___________________________________________________________________
 LF0985* NAD 83(1986)-  40 36 04.     (N)    095 44 07.     (W)     SCALED    
 LF0985* NAVD 88     -       277.483  (meters)     910.38   (feet)  ADJUSTED  
 LF0985  ___________________________________________________________________
 LF0985  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LF0985  DYNAMIC HT  -         277.336 (meters)     909.89  (feet)  COMP
 LF0985  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 LF0985
 LF0985  VERT ORDER  -  SECOND    CLASS 0
 LF0985
 LF0985.The horizontal coordinates were scaled from a topographic map and have
 LF0985.an estimated accuracy of +/- 6 seconds.
 LF0985
 LF0985.The orthometric height was determined by differential leveling
 LF0985.and adjusted by the National Geodetic Survey in June 1991..
 LF0985
 LF0985.The geoid height was determined by GEOID03.
 LF0985
 LF0985.The dynamic height is computed by dividing the NAVD 88
 LF0985.geopotential number by the normal gravity value computed on the
 LF0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0985.degrees latitude (g = 980.6199 gals.).
 LF0985
 LF0985.The modeled gravity was interpolated from observed gravity values.
 LF0985
 LF0985;                    North         East    Units  Estimated Accuracy
 LF0985;SPC IA S     -    69,180.      310,830.      MT  (+/- 180 meters Scaled)
 LF0985
 LF0985                          SUPERSEDED SURVEY CONTROL
 LF0985
 LF0985  NGVD 29 (??/??/92)  277.383  (m)          910.05   (f) ADJ UNCH    2 0
 LF0985
 LF0985.Superseded values are not recommended for survey control.
 LF0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0985.See file dsdata.txt to determine how the superseded data were derived.
 LF0985
 LF0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE685980(NAD 83)
 LF0985_MARKER: DB = BENCH MARK DISK
 LF0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0985_STAMPING: V 134 1948
 LF0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0985+STABILITY: SURFACE MOTION
 LF0985
 LF0985  HISTORY     - Date     Condition        Report By
 LF0985  HISTORY     - 1948     MONUMENTED       CGS
 LF0985
 LF0985                          STATION DESCRIPTION
 LF0985
 LF0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0985'4 MI NW FROM HAMBURG.
 LF0985'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0985'RAILROAD FROM THE STATION AT HAMBURG, THENCE 2.3 MILES WEST
 LF0985'ALONG A TAR ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, IN
 LF0985'THE SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 59.0 FEET EAST
 LF0985'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 36.0 FEET SOUTH OF
 LF0985'THE CENTER LINE OF THE EAST-WEST ROAD, 11.0 FEET NORTHEAST OF
 LF0985'THE CENTER LINE OF A GATE, 1.1 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 LF0985'FENCE, 1.2 FEET WEST OF A 4 X 4 REFERENCE POST, SET IN THE TOP
 LF0985'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0239 ***********************************************************************
 MK0239  DESIGNATION -  V 136
 MK0239  PID         -  MK0239
 MK0239  STATE/COUNTY-  IA/HARRISON
 MK0239  USGS QUAD   -  MONDAMIN (1970)
 MK0239
 MK0239                         *CURRENT SURVEY CONTROL
 MK0239  ___________________________________________________________________
 MK0239* NAD 83(1986)-  41 38 55.     (N)    096 04 43.     (W)     SCALED    
 MK0239* NAVD 88     -       310.234  (meters)    1017.83   (feet)  ADJUSTED  
 MK0239  ___________________________________________________________________
 MK0239  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 MK0239  DYNAMIC HT  -         310.101 (meters)    1017.39  (feet)  COMP
 MK0239  MODELED GRAV-     980,185.5   (mgal)                       NAVD 88
 MK0239
 MK0239  VERT ORDER  -  SECOND    CLASS 0
 MK0239
 MK0239.The horizontal coordinates were scaled from a topographic map and have
 MK0239.an estimated accuracy of +/- 6 seconds.
 MK0239
 MK0239.The orthometric height was determined by differential leveling
 MK0239.and adjusted by the National Geodetic Survey in June 1991..
 MK0239
 MK0239.The geoid height was determined by GEOID03.
 MK0239
 MK0239.The dynamic height is computed by dividing the NAVD 88
 MK0239.geopotential number by the normal gravity value computed on the
 MK0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0239.degrees latitude (g = 980.6199 gals.).
 MK0239
 MK0239.The modeled gravity was interpolated from observed gravity values.
 MK0239
 MK0239;                    North         East    Units  Estimated Accuracy
 MK0239;SPC IA S     -   186,260.      285,230.      MT  (+/- 180 meters Scaled)
 MK0239
 MK0239                          SUPERSEDED SURVEY CONTROL
 MK0239
 MK0239  NGVD 29 (??/??/92)  310.087  (m)         1017.34   (f) ADJ UNCH    2 0
 MK0239
 MK0239.Superseded values are not recommended for survey control.
 MK0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0239.See file dsdata.txt to determine how the superseded data were derived.
 MK0239
 MK0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM432148(NAD 83)
 MK0239_MARKER: DB = BENCH MARK DISK
 MK0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0239_STAMPING: V 136 1948
 MK0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0239+STABILITY: SURFACE MOTION
 MK0239
 MK0239  HISTORY     - Date     Condition        Report By
 MK0239  HISTORY     - 1948     MONUMENTED       CGS
 MK0239  HISTORY     - 1974     GOOD             LOCSUR
 MK0239
 MK0239                          STATION DESCRIPTION
 MK0239
 MK0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0239'7.1 MI SW FROM MONDAMIN.
 MK0239'0.4 MILE WEST ALONG U.S. HIGHWAY NO. 75 FROM THE CHICAGO AND
 MK0239'NORTH WESTERN RAILWAY STATION AT MONDAMIN, THENCE 2.9 MILES
 MK0239'SOUTH ALONG STATE HIGHWAY NO. 300, THENCE 1.0 MILE WEST ALONG A
 MK0239'DIRT ROAD, THENCE 1.2 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE
 MK0239'0.7 MILE WEST ALONG A DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A
 MK0239'DIRT ROAD, AT A FARMHOUSE, BETWEEN THE TWO MOST SOUTHERLY TREES,
 MK0239'64.6 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE, 82.0 FEET
 MK0239'NORTH OF THE CENTER LINE OF THE PRIVATE DRIVE, 29.0 FEET WEST OF
 MK0239'THE CENTER LINE OF THE ROAD, SET IN TOP OF A CONCRETE POST
 MK0239'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MK0239
 MK0239                          STATION RECOVERY (1974)
 MK0239
 MK0239'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0701 ***********************************************************************
 MJ0701  DESIGNATION -  V 137
 MJ0701  PID         -  MJ0701
 MJ0701  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0701  USGS QUAD   -  LOVELAND (1994)
 MJ0701
 MJ0701                         *CURRENT SURVEY CONTROL
 MJ0701  ___________________________________________________________________
 MJ0701* NAD 83(1986)-  41 29 55.     (N)    095 59 05.     (W)     SCALED    
 MJ0701* NAVD 88     -       304.458  (meters)     998.88   (feet)  ADJUSTED  
 MJ0701  ___________________________________________________________________
 MJ0701  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 MJ0701  DYNAMIC HT  -         304.317 (meters)     998.41  (feet)  COMP
 MJ0701  MODELED GRAV-     980,152.0   (mgal)                       NAVD 88
 MJ0701
 MJ0701  VERT ORDER  -  SECOND    CLASS 0
 MJ0701
 MJ0701.The horizontal coordinates were scaled from a topographic map and have
 MJ0701.an estimated accuracy of +/- 6 seconds.
 MJ0701
 MJ0701.The orthometric height was determined by differential leveling
 MJ0701.and adjusted by the National Geodetic Survey in June 1991..
 MJ0701
 MJ0701.The geoid height was determined by GEOID03.
 MJ0701
 MJ0701.The dynamic height is computed by dividing the NAVD 88
 MJ0701.geopotential number by the normal gravity value computed on the
 MJ0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0701.degrees latitude (g = 980.6199 gals.).
 MJ0701
 MJ0701.The modeled gravity was interpolated from observed gravity values.
 MJ0701
 MJ0701;                    North         East    Units  Estimated Accuracy
 MJ0701;SPC IA S     -   169,380.      292,570.      MT  (+/- 180 meters Scaled)
 MJ0701
 MJ0701                          SUPERSEDED SURVEY CONTROL
 MJ0701
 MJ0701  NGVD 29 (??/??/92)  304.315  (m)          998.41   (f) ADJ UNCH    2 0
 MJ0701
 MJ0701.Superseded values are not recommended for survey control.
 MJ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0701.See file dsdata.txt to determine how the superseded data were derived.
 MJ0701
 MJ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF508984(NAD 83)
 MJ0701_MARKER: DB = BENCH MARK DISK
 MJ0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0701_STAMPING: V 137 1948
 MJ0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0701+STABILITY: SURFACE MOTION
 MJ0701
 MJ0701  HISTORY     - Date     Condition        Report By
 MJ0701  HISTORY     - 1948     MONUMENTED       CGS
 MJ0701  HISTORY     - 1955     GOOD             NGS
 MJ0701
 MJ0701                          STATION DESCRIPTION
 MJ0701
 MJ0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MJ0701'6.2 MI S FROM CALIFORNIA JUNCTION.
 MJ0701'0.5 MILE SOUTH ALONG STATE HIGHWAY 300 FROM THE CHICAGO AND NORTH
 MJ0701'WESTERN RAILROAD STATION AT CALIFORNIA JUNCTION TO ITS JUNCTION
 MJ0701'WITH U.S. HIGHWAY 30, THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD,
 MJ0701'THENCE 0.9 MILE EAST ALONG A DIRT FIELD ROAD, THENCE 1.0 MILE SOUTH
 MJ0701'ALONG A DIRT ROAD, THENCE 0.8 MILE WEST ALONG A DIRT ROAD, THENCE 1.6
 MJ0701'MILES SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST ALONG A DIRT
 MJ0701'ROAD, AT A FARMHOUSE, IN LINE WITH A 2-STORY CREAM COLORED
 MJ0701'FARMHOUSE WHICH IS ON THE WEST SIDE OF THE ROAD, 95.0 FEET
 MJ0701'SOUTH OF A POINT ON THE EXTENDED CENTERLINE OF THE EAST AND WEST
 MJ0701'ROAD, 24.0 FEET EAST OF THE CENTERLINE OF THE NORTH AND SOUTH
 MJ0701'ROAD, 0.8 FOOT SOUTH OF A FENCE, 1.7 FEET WEST OF A WITNESS
 MJ0701'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MJ0701'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0731 ***********************************************************************
 MJ0731  DESIGNATION -  V 138
 MJ0731  PID         -  MJ0731
 MJ0731  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0731  USGS QUAD   -  LOVELAND (1994)
 MJ0731
 MJ0731                         *CURRENT SURVEY CONTROL
 MJ0731  ___________________________________________________________________
 MJ0731* NAD 83(1986)-  41 22 57.     (N)    095 53 54.     (W)     SCALED    
 MJ0731* NAVD 88     -       302.972  (meters)     994.00   (feet)  ADJUSTED  
 MJ0731  ___________________________________________________________________
 MJ0731  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 MJ0731  DYNAMIC HT  -         302.839 (meters)     993.56  (feet)  COMP
 MJ0731  MODELED GRAV-     980,174.7   (mgal)                       NAVD 88
 MJ0731
 MJ0731  VERT ORDER  -  FIRST     CLASS II
 MJ0731
 MJ0731.The horizontal coordinates were scaled from a topographic map and have
 MJ0731.an estimated accuracy of +/- 6 seconds.
 MJ0731
 MJ0731.The orthometric height was determined by differential leveling
 MJ0731.and adjusted by the National Geodetic Survey in June 1991..
 MJ0731
 MJ0731.The geoid height was determined by GEOID03.
 MJ0731
 MJ0731.The dynamic height is computed by dividing the NAVD 88
 MJ0731.geopotential number by the normal gravity value computed on the
 MJ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0731.degrees latitude (g = 980.6199 gals.).
 MJ0731
 MJ0731.The modeled gravity was interpolated from observed gravity values.
 MJ0731
 MJ0731;                    North         East    Units  Estimated Accuracy
 MJ0731;SPC IA S     -   156,290.      299,420.      MT  (+/- 180 meters Scaled)
 MJ0731
 MJ0731                          SUPERSEDED SURVEY CONTROL
 MJ0731
 MJ0731  NGVD 29 (??/??/92)  302.845  (m)          993.58   (f) ADJ UNCH    1 2
 MJ0731
 MJ0731.Superseded values are not recommended for survey control.
 MJ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0731.See file dsdata.txt to determine how the superseded data were derived.
 MJ0731
 MJ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF576852(NAD 83)
 MJ0731_MARKER: DB = BENCH MARK DISK
 MJ0731_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ0731_SP_SET: ABUTMENT
 MJ0731_STAMPING: V 138 1948
 MJ0731_MARK LOGO: CGS   
 MJ0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0731+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1989
 MJ0731
 MJ0731  HISTORY     - Date     Condition        Report By
 MJ0731  HISTORY     - 1948     MONUMENTED       CGS
 MJ0731  HISTORY     - 19890802 GOOD             NGS
 MJ0731
 MJ0731                          STATION DESCRIPTION
 MJ0731
 MJ0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0731'2.9 MI NW FROM CRESCENT.
 MJ0731'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0731'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.6
 MJ0731'MILES NORTHWEST ALONG A DIRT ROAD, AT THE CROSSING OF THE ROAD
 MJ0731'AND THE ILLINOIS CENTRAL RAILROAD, SET IN THE WEST END OF THE SOUTH
 MJ0731'ABUTMENT OF BRIDGE NO. WA 503-1, 71.0 FEET NORTHEAST OF THE CENTER
 MJ0731'LINE OF THE ROAD, 7.9 FEET WEST OF THE WEST RAIL OF THE TRACK,
 MJ0731'2.9 FEET EAST OF THE WEST END OF THE TOP STEP OF THE ABUTMENT.
 MJ0731
 MJ0731                          STATION RECOVERY (1989)
 MJ0731
 MJ0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0731'RECOVERED IN GOOD CONDITION.  A NEW DECSRIPTION FOLLOWS.  12.4 KM
 MJ0731'(7.70 MI) SOUTHERLY ALONG THE ILLINOIS CENTRAL AND GULF RAILROAD FROM
 MJ0731'ITS JUNCTION WITH INTERSTATE HIGHWAY 680 IN LOVELAND, IN TOP OF AND
 MJ0731'0.9 M (3.0 FT) EAST OF THE WEST END OF THE 2ND STEP FROM THE TOP OF
 MJ0731'THE SOUTH CONCRETE ABUTMENT OF A RAILROAD BRIDGE, 44.5 M (146.0 FT)
 MJ0731'WEST OF THE CENTER OF COUNTY ROAD L 19, 2.3 M (7.5 FT) WEST OF THE
 MJ0731'NEAR RAIL, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0615 ***********************************************************************
 MJ0615  DESIGNATION -  V 139
 MJ0615  PID         -  MJ0615
 MJ0615  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0615  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ0615
 MJ0615                         *CURRENT SURVEY CONTROL
 MJ0615  ___________________________________________________________________
 MJ0615* NAD 83(1986)-  41 15 25.     (N)    095 51 51.     (W)     SCALED    
 MJ0615* NAVD 88     -       300.852  (meters)     987.05   (feet)  ADJUSTED  
 MJ0615  ___________________________________________________________________
 MJ0615  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ0615  DYNAMIC HT  -         300.729 (meters)     986.64  (feet)  COMP
 MJ0615  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 MJ0615
 MJ0615  VERT ORDER  -  FIRST     CLASS II
 MJ0615
 MJ0615.The horizontal coordinates were scaled from a topographic map and have
 MJ0615.an estimated accuracy of +/- 6 seconds.
 MJ0615
 MJ0615.The orthometric height was determined by differential leveling
 MJ0615.and adjusted by the National Geodetic Survey in June 1991..
 MJ0615
 MJ0615.The geoid height was determined by GEOID03.
 MJ0615
 MJ0615.The dynamic height is computed by dividing the NAVD 88
 MJ0615.geopotential number by the normal gravity value computed on the
 MJ0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0615.degrees latitude (g = 980.6199 gals.).
 MJ0615
 MJ0615.The modeled gravity was interpolated from observed gravity values.
 MJ0615
 MJ0615;                    North         East    Units  Estimated Accuracy
 MJ0615;SPC IA S     -   142,270.      301,900.      MT  (+/- 180 meters Scaled)
 MJ0615
 MJ0615                          SUPERSEDED SURVEY CONTROL
 MJ0615
 MJ0615  NGVD 29 (??/??/92)  300.738  (m)          986.67   (f) ADJ UNCH    1 2
 MJ0615
 MJ0615.Superseded values are not recommended for survey control.
 MJ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0615.See file dsdata.txt to determine how the superseded data were derived.
 MJ0615
 MJ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF600712(NAD 83)
 MJ0615_MARKER: DB = BENCH MARK DISK
 MJ0615_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MJ0615_SP_SET: RETAINING WALL
 MJ0615_STAMPING: V 139 1948
 MJ0615_MARK LOGO: CGS   
 MJ0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0615+STABILITY: SURFACE MOTION
 MJ0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0615+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1989
 MJ0615
 MJ0615  HISTORY     - Date     Condition        Report By
 MJ0615  HISTORY     - 1948     MONUMENTED       CGS
 MJ0615  HISTORY     - 19890813 GOOD             NGS
 MJ0615
 MJ0615                          STATION DESCRIPTION
 MJ0615
 MJ0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0615'AT COUNCIL BLUFFS.
 MJ0615'AT COUNCIL BLUFFS, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY,
 MJ0615'AT THE CROSSING OF THE RAILROAD, INDIAN CREEK AND 5TH. AVENUE,
 MJ0615'SET IN THE NORTHEAST CORNER OF THE NORTHWEST RETAINING WALL,
 MJ0615'60.0 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 7.9 FEET
 MJ0615'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 3.4 FEET
 MJ0615'WEST OF THE WEST EDGE OF THE CONCRETE WALL OF INDIAN CREEK,
 MJ0615'3.4 FEET SOUTHWEST OF THE NORTHEAST END OF THE RETAINING WALL.
 MJ0615
 MJ0615                          STATION RECOVERY (1989)
 MJ0615
 MJ0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0615'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  CHANGE--THE
 MJ0615'DISTANCE TO THE NORTHWEST RAIL, TO 7.2 M (23.6 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0188 ***********************************************************************
 NM0188  DESIGNATION -  V 14
 NM0188  PID         -  NM0188
 NM0188  STATE/COUNTY-  IA/WOODBURY
 NM0188  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM0188
 NM0188                         *CURRENT SURVEY CONTROL
 NM0188  ___________________________________________________________________
 NM0188* NAD 83(1986)-  42 23 52.     (N)    096 17 32.     (W)     SCALED    
 NM0188* NAVD 88     -       331.050  (meters)    1086.12   (feet)  ADJUSTED  
 NM0188  ___________________________________________________________________
 NM0188  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 NM0188  DYNAMIC HT  -         330.943 (meters)    1085.77  (feet)  COMP
 NM0188  MODELED GRAV-     980,286.3   (mgal)                       NAVD 88
 NM0188
 NM0188  VERT ORDER  -  FIRST     CLASS II
 NM0188
 NM0188.The horizontal coordinates were scaled from a topographic map and have
 NM0188.an estimated accuracy of +/- 6 seconds.
 NM0188
 NM0188.The orthometric height was determined by differential leveling
 NM0188.and adjusted by the National Geodetic Survey in June 1991..
 NM0188.WARNING-Repeat measurements at this control monument indicate possible
 NM0188.vertical movement.
 NM0188
 NM0188.The geoid height was determined by GEOID03.
 NM0188
 NM0188.The dynamic height is computed by dividing the NAVD 88
 NM0188.geopotential number by the normal gravity value computed on the
 NM0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0188.degrees latitude (g = 980.6199 gals.).
 NM0188
 NM0188.The modeled gravity was interpolated from observed gravity values.
 NM0188
 NM0188;                    North         East    Units  Estimated Accuracy
 NM0188;SPC IA N     - 1,103,520.    1,270,160.      MT  (+/- 180 meters Scaled)
 NM0188
 NM0188                          SUPERSEDED SURVEY CONTROL
 NM0188
 NM0188  NGVD 29 (??/??/92)  330.883  (m)         1085.57   (f) ADJ UNCH    1 2
 NM0188
 NM0188.Superseded values are not recommended for survey control.
 NM0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0188.See file dsdata.txt to determine how the superseded data were derived.
 NM0188
 NM0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM228974(NAD 83)
 NM0188_MARKER: DB = BENCH MARK DISK
 NM0188_SETTING: 0 = UNSPECIFIED SETTING
 NM0188_STAMPING: 1085.519 V14 1933
 NM0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0188
 NM0188  HISTORY     - Date     Condition        Report By
 NM0188  HISTORY     - 1933     MONUMENTED       CGS
 NM0188  HISTORY     - 1966     GOOD             NGS
 NM0188
 NM0188                          STATION DESCRIPTION
 NM0188
 NM0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NM0188'3.2 MI E FROM SERGEANT BLUFF.
 NM0188'TO REACH FROM THE POST OFFICE IN SERGEANT BLUFF, GO WEST ON 4TH
 NM0188'STREET FOR 150 FEET TO D STREET, TURN LEFT ON D STREET AND GO
 NM0188'0.25 MILE TO FOUR STOP LIGHTS, ONE IN EACH CORNER, TURN LEFT ON
 NM0188'THE PAVED ROAD AND GO EAST FOR 3.2 MILES TO THE CHICAGO, MILWAUKEE,
 NM0188'ST. PAUL AND PACIFIC RAILROAD AND ETT. FROM HERE PACK SOUTHEAST
 NM0188'46 RAILS TO THE MARK ON THE LEFT.  IT IS 63.9 FEET NORTHEAST
 NM0188'OF THE CENTER LINE OF C.M., ST. P. AND P. RAILROAD 24.3 FEET
 NM0188'EAST-NORTHEAST OF A TELEGRAPH POLE, 18.2 E. OF THE NORTH GATE
 NM0188'POST IN THE RIGHT-OF-WAY FENCE OF THE C.M.ST. P. AND P. RAILROAD
 NM0188'AND 1 FOOT SOUTH OF A STEEL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0283 ***********************************************************************
 NM0283  DESIGNATION -  V 140
 NM0283  PID         -  NM0283
 NM0283  STATE/COUNTY-  IA/MONONA
 NM0283  USGS QUAD   -  SLOAN (1969)
 NM0283
 NM0283                         *CURRENT SURVEY CONTROL
 NM0283  ___________________________________________________________________
 NM0283* NAD 83(1986)-  42 11 08.     (N)    096 13 58.     (W)     SCALED    
 NM0283* NAVD 88     -       325.226  (meters)    1067.01   (feet)  ADJUSTED  
 NM0283  ___________________________________________________________________
 NM0283  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 NM0283  DYNAMIC HT  -         325.116 (meters)    1066.65  (feet)  COMP
 NM0283  MODELED GRAV-     980,272.0   (mgal)                       NAVD 88
 NM0283
 NM0283  VERT ORDER  -  SECOND    CLASS 0
 NM0283
 NM0283.The horizontal coordinates were scaled from a topographic map and have
 NM0283.an estimated accuracy of +/- 6 seconds.
 NM0283
 NM0283.The orthometric height was determined by differential leveling
 NM0283.and adjusted by the National Geodetic Survey in June 1991..
 NM0283
 NM0283.The geoid height was determined by GEOID03.
 NM0283
 NM0283.The dynamic height is computed by dividing the NAVD 88
 NM0283.geopotential number by the normal gravity value computed on the
 NM0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0283.degrees latitude (g = 980.6199 gals.).
 NM0283
 NM0283.The modeled gravity was interpolated from observed gravity values.
 NM0283
 NM0283;                    North         East    Units  Estimated Accuracy
 NM0283;SPC IA N     - 1,079,800.    1,274,290.      MT  (+/- 180 meters Scaled)
 NM0283
 NM0283                          SUPERSEDED SURVEY CONTROL
 NM0283
 NM0283  NGVD 29 (??/??/92)  325.082  (m)         1066.54   (f) ADJ UNCH    2 0
 NM0283
 NM0283.Superseded values are not recommended for survey control.
 NM0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0283.See file dsdata.txt to determine how the superseded data were derived.
 NM0283
 NM0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM285740(NAD 83)
 NM0283_MARKER: DB = BENCH MARK DISK
 NM0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0283_STAMPING: V 140 1948
 NM0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0283+STABILITY: SURFACE MOTION
 NM0283
 NM0283  HISTORY     - Date     Condition        Report By
 NM0283  HISTORY     - 1948     MONUMENTED       CGS
 NM0283
 NM0283                          STATION DESCRIPTION
 NM0283
 NM0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0283'3.1 MI E FROM ALBATON.
 NM0283'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0283'AT ALBATON, THENCE 3.0 MILES EAST ALONG A DIRT ROAD, AT A T
 NM0283'ROAD, 41.0 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 NM0283'NORTH, 38.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 NM0283'ROAD, 5.5 FEET NORTH OF A CORNER FENCE POST, 1.0 FOOT EAST OF A
 NM0283'FENCE, 1.7 FEET SOUTH OF A REFERENCE POST, SET IN TOP OF A
 NM0283'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0315 ***********************************************************************
 NM0315  DESIGNATION -  V 141
 NM0315  PID         -  NM0315
 NM0315  STATE/COUNTY-  IA/MONONA
 NM0315  USGS QUAD   -  ONAWA SW (1969)
 NM0315
 NM0315                         *CURRENT SURVEY CONTROL
 NM0315  ___________________________________________________________________
 NM0315* NAD 83(1986)-  42 05 06.     (N)    096 14 00.     (W)     SCALED    
 NM0315* NAVD 88     -       323.791  (meters)    1062.30   (feet)  ADJUSTED  
 NM0315  ___________________________________________________________________
 NM0315  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 NM0315  DYNAMIC HT  -         323.678 (meters)    1061.93  (feet)  COMP
 NM0315  MODELED GRAV-     980,263.2   (mgal)                       NAVD 88
 NM0315
 NM0315  VERT ORDER  -  SECOND    CLASS 0
 NM0315
 NM0315.The horizontal coordinates were scaled from a topographic map and have
 NM0315.an estimated accuracy of +/- 6 seconds.
 NM0315
 NM0315.The orthometric height was determined by differential leveling
 NM0315.and adjusted by the National Geodetic Survey in June 1991..
 NM0315
 NM0315.The geoid height was determined by GEOID03.
 NM0315
 NM0315.The dynamic height is computed by dividing the NAVD 88
 NM0315.geopotential number by the normal gravity value computed on the
 NM0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0315.degrees latitude (g = 980.6199 gals.).
 NM0315
 NM0315.The modeled gravity was interpolated from observed gravity values.
 NM0315
 NM0315;                    North         East    Units  Estimated Accuracy
 NM0315;SPC IA N     - 1,068,640.    1,273,880.      MT  (+/- 180 meters Scaled)
 NM0315
 NM0315                          SUPERSEDED SURVEY CONTROL
 NM0315
 NM0315  NGVD 29 (??/??/92)  323.651  (m)         1061.85   (f) ADJ UNCH    2 0
 NM0315
 NM0315.Superseded values are not recommended for survey control.
 NM0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0315.See file dsdata.txt to determine how the superseded data were derived.
 NM0315
 NM0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM288629(NAD 83)
 NM0315_MARKER: DB = BENCH MARK DISK
 NM0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0315_STAMPING: V 141 1948
 NM0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0315+STABILITY: SURFACE MOTION
 NM0315
 NM0315  HISTORY     - Date     Condition        Report By
 NM0315  HISTORY     - 1948     MONUMENTED       CGS
 NM0315  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0315
 NM0315                          STATION DESCRIPTION
 NM0315
 NM0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0315'8.7 MI SW FROM WHITING.
 NM0315'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0315'FROM THE STATION AT WHITING, THENCE 5.3 MILES WEST ALONG A DIRT
 NM0315'ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, IN THE SOUTHWEST
 NM0315'QUARTER OF A ROAD CROSSING, 32.0 FEET SOUTH OF THE CENTER LINE
 NM0315'OF THE EAST-WEST ROAD, 23.0 FEET WEST OF THE CENTER LINE OF THE
 NM0315'NORTH-SOUTH ROAD, 8.7 FEET SOUTH OF A CORNER FENCE POST, 2.0 FEET
 NM0315'EAST OF A FENCE, 2.0 FEET NORTH OF A REFERENCE POST, SET IN
 NM0315'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0315
 NM0315                          STATION RECOVERY (1965)
 NM0315
 NM0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0256 ***********************************************************************
 NM0256  DESIGNATION -  V 142
 NM0256  PID         -  NM0256
 NM0256  STATE/COUNTY-  IA/WOODBURY
 NM0256  USGS QUAD   -  SALIX (1976)
 NM0256
 NM0256                         *CURRENT SURVEY CONTROL
 NM0256  ___________________________________________________________________
 NM0256* NAD 83(1986)-  42 17 11.     (N)    096 19 17.     (W)     SCALED    
 NM0256* NAVD 88     -       329.700  (meters)    1081.69   (feet)  ADJUSTED  
 NM0256  ___________________________________________________________________
 NM0256  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 NM0256  DYNAMIC HT  -         329.592 (meters)    1081.34  (feet)  COMP
 NM0256  MODELED GRAV-     980,286.3   (mgal)                       NAVD 88
 NM0256
 NM0256  VERT ORDER  -  SECOND    CLASS 0
 NM0256
 NM0256.The horizontal coordinates were scaled from a topographic map and have
 NM0256.an estimated accuracy of +/- 6 seconds.
 NM0256
 NM0256.The orthometric height was determined by differential leveling
 NM0256.and adjusted by the National Geodetic Survey in June 1991..
 NM0256
 NM0256.The geoid height was determined by GEOID03.
 NM0256
 NM0256.The dynamic height is computed by dividing the NAVD 88
 NM0256.geopotential number by the normal gravity value computed on the
 NM0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0256.degrees latitude (g = 980.6199 gals.).
 NM0256
 NM0256.The modeled gravity was interpolated from observed gravity values.
 NM0256
 NM0256;                    North         East    Units  Estimated Accuracy
 NM0256;SPC IA N     - 1,091,230.    1,267,350.      MT  (+/- 180 meters Scaled)
 NM0256
 NM0256                          SUPERSEDED SURVEY CONTROL
 NM0256
 NM0256  NGVD 29 (??/??/92)  329.547  (m)         1081.19   (f) ADJ UNCH    2 0
 NM0256
 NM0256.Superseded values are not recommended for survey control.
 NM0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0256.See file dsdata.txt to determine how the superseded data were derived.
 NM0256
 NM0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM208850(NAD 83)
 NM0256_MARKER: DB = BENCH MARK DISK
 NM0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0256_STAMPING: V 142 1948
 NM0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0256+STABILITY: SURFACE MOTION
 NM0256
 NM0256  HISTORY     - Date     Condition        Report By
 NM0256  HISTORY     - 1948     MONUMENTED       CGS
 NM0256
 NM0256                          STATION DESCRIPTION
 NM0256
 NM0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0256'3.7 MI S FROM SALIX.
 NM0256'0.6 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0256'FROM THE STATION AT SALIX, THENCE 1.5 MILES WEST ALONG A GRAVEL
 NM0256'ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.6 MILE
 NM0256'WEST ALONG A DIRT ROAD, AT THE WEST END OF AN EAST-WEST ROAD,
 NM0256'27.7 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED
 NM0256'FARMHOUSE, 29.0 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD,
 NM0256'25.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 4.0
 NM0256'FEET NORTH OF THE MOST EASTERLY ELM TREE IN A ROW OF TREES, 1.6
 NM0256'FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NM0256'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0075 ***********************************************************************
 NM0075  DESIGNATION -  V 143
 NM0075  PID         -  NM0075
 NM0075  STATE/COUNTY-  IA/MONONA
 NM0075  USGS QUAD   -  ONAWA (1969)
 NM0075
 NM0075                         *CURRENT SURVEY CONTROL
 NM0075  ___________________________________________________________________
 NM0075* NAD 83(1986)-  42 01 35.     (N)    096 05 53.     (W)     SCALED    
 NM0075* NAVD 88     -       320.640  (meters)    1051.97   (feet)  ADJUSTED  
 NM0075  ___________________________________________________________________
 NM0075  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 NM0075  DYNAMIC HT  -         320.524 (meters)    1051.59  (feet)  COMP
 NM0075  MODELED GRAV-     980,250.6   (mgal)                       NAVD 88
 NM0075
 NM0075  VERT ORDER  -  FIRST     CLASS II
 NM0075
 NM0075.The horizontal coordinates were scaled from a topographic map and have
 NM0075.an estimated accuracy of +/- 6 seconds.
 NM0075
 NM0075.The orthometric height was determined by differential leveling
 NM0075.and adjusted by the National Geodetic Survey in June 1991..
 NM0075
 NM0075.The geoid height was determined by GEOID03.
 NM0075
 NM0075.The dynamic height is computed by dividing the NAVD 88
 NM0075.geopotential number by the normal gravity value computed on the
 NM0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0075.degrees latitude (g = 980.6199 gals.).
 NM0075
 NM0075.The modeled gravity was interpolated from observed gravity values.
 NM0075
 NM0075;                    North         East    Units  Estimated Accuracy
 NM0075;SPC IA N     - 1,061,780.    1,284,870.      MT  (+/- 180 meters Scaled)
 NM0075
 NM0075                          SUPERSEDED SURVEY CONTROL
 NM0075
 NM0075  NGVD 29 (??/??/92)  320.489  (m)         1051.47   (f) ADJ UNCH    1 2
 NM0075
 NM0075.Superseded values are not recommended for survey control.
 NM0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0075.See file dsdata.txt to determine how the superseded data were derived.
 NM0075
 NM0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM402567(NAD 83)
 NM0075_MARKER: DB = BENCH MARK DISK
 NM0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0075_SP_SET: CONCRETE POST
 NM0075_STAMPING: V 143 1948
 NM0075_MARK LOGO: CGS   
 NM0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0075+STABILITY: SURFACE MOTION
 NM0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0075+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1989
 NM0075
 NM0075  HISTORY     - Date     Condition        Report By
 NM0075  HISTORY     - 1948     MONUMENTED       CGS
 NM0075  HISTORY     - 1965     GOOD             NGS
 NM0075  HISTORY     - 19890817 GOOD             NGS
 NM0075
 NM0075                          STATION DESCRIPTION
 NM0075
 NM0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0075'AT ONAWA.
 NM0075'AT ONAWA, 29.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE POST
 NM0075'OFFICE, 24.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ALLEY,
 NM0075'5.4 FEET EAST OF A FLAG POLE, SET IN THE TOP OF A CONCRETE POST
 NM0075'AND LEVEL WITH THE GROUND.
 NM0075
 NM0075                          STATION RECOVERY (1965)
 NM0075
 NM0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0075'RECOVERED IN GOOD CONDITION.
 NM0075
 NM0075                          STATION RECOVERY (1989)
 NM0075
 NM0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0075'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. DELETE--5.4
 NM0075'FEET EAST OF A FLAG POLE.  ADD--4.7 M (15.4 FT) SOUTH OF THE SOUTH
 NM0075'EDGE OF A SIDEWALK, AND 0.8 M (2.6 FT) EAST OF AN OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0204 ***********************************************************************
 MK0204  DESIGNATION -  V 144
 MK0204  PID         -  MK0204
 MK0204  STATE/COUNTY-  IA/MONONA
 MK0204  USGS QUAD   -  BLENCOE (1970)
 MK0204
 MK0204                         *CURRENT SURVEY CONTROL
 MK0204  ___________________________________________________________________
 MK0204* NAD 83(1986)-  41 58 46.     (N)    096 05 52.     (W)     SCALED    
 MK0204* NAVD 88     -       318.814  (meters)    1045.98   (feet)  ADJUSTED  
 MK0204  ___________________________________________________________________
 MK0204  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 MK0204  DYNAMIC HT  -         318.697 (meters)    1045.59  (feet)  COMP
 MK0204  MODELED GRAV-     980,246.8   (mgal)                       NAVD 88
 MK0204
 MK0204  VERT ORDER  -  SECOND    CLASS 0
 MK0204
 MK0204.The horizontal coordinates were scaled from a topographic map and have
 MK0204.an estimated accuracy of +/- 6 seconds.
 MK0204
 MK0204.The orthometric height was determined by differential leveling
 MK0204.and adjusted by the National Geodetic Survey in June 1991..
 MK0204
 MK0204.The geoid height was determined by GEOID03.
 MK0204
 MK0204.The dynamic height is computed by dividing the NAVD 88
 MK0204.geopotential number by the normal gravity value computed on the
 MK0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0204.degrees latitude (g = 980.6199 gals.).
 MK0204
 MK0204.The modeled gravity was interpolated from observed gravity values.
 MK0204
 MK0204;                    North         East    Units  Estimated Accuracy
 MK0204;SPC IA N     - 1,056,560.    1,284,730.      MT  (+/- 180 meters Scaled)
 MK0204
 MK0204                          SUPERSEDED SURVEY CONTROL
 MK0204
 MK0204  NGVD 29 (??/??/92)  318.687  (m)         1045.56   (f) ADJ UNCH    2 0
 MK0204
 MK0204.Superseded values are not recommended for survey control.
 MK0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0204.See file dsdata.txt to determine how the superseded data were derived.
 MK0204
 MK0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM404515(NAD 83)
 MK0204_MARKER: DB = BENCH MARK DISK
 MK0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0204_STAMPING: V 144 1948
 MK0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0204+STABILITY: SURFACE MOTION
 MK0204
 MK0204  HISTORY     - Date     Condition        Report By
 MK0204  HISTORY     - 1948     MONUMENTED       CGS
 MK0204  HISTORY     - 1974     GOOD             LOCSUR
 MK0204  HISTORY     - 1982     GOOD             LOCENG
 MK0204
 MK0204                          STATION DESCRIPTION
 MK0204
 MK0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0204'4 MI NW FROM BLENCOE.
 MK0204'3.5 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION
 MK0204'OF NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 0.5 MILE
 MK0204'WEST ALONG A GRAVEL ROAD, IN THE SOUTHWEST QUARTER OF A ROAD
 MK0204'CROSSING, 36.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 MK0204'ROAD, 35.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 MK0204'5.4 FEET SOUTHWEST OF A TELEPHONE POLE, 4.0 FEET WEST OF A
 MK0204'CORNER FENCE POST, 1.0 FOOT SOUTH OF A FENCE, 1.4 FEET EAST
 MK0204'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MK0204'0.5 FOOT ABOVE THE GROUND, 1.0 MILE NORTH OF BENCH MARK U 144
 MK0204'1948.
 MK0204
 MK0204                          STATION RECOVERY (1974)
 MK0204
 MK0204'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0204'RECOVERED IN GOOD CONDITION.
 MK0204
 MK0204                          STATION RECOVERY (1982)
 MK0204
 MK0204'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 MK0204'3.5 MILES NORTH ALONG COUNTY ROAD K-45 FROM THE INTERSECTION OF
 MK0204'COUNTY ROAD K-45 AND THE MAIN STREET OF BLENCOE, THENCE 0.5 MILES
 MK0204'WEST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0205 ***********************************************************************
 MK0205  DESIGNATION -  V 145
 MK0205  PID         -  MK0205
 MK0205  STATE/COUNTY-  IA/MONONA
 MK0205  USGS QUAD   -  BLENCOE (1970)
 MK0205
 MK0205                         *CURRENT SURVEY CONTROL
 MK0205  ___________________________________________________________________
 MK0205* NAD 83(1986)-  41 58 46.     (N)    096 06 29.     (W)     SCALED    
 MK0205* NAVD 88     -       319.747  (meters)    1049.04   (feet)  ADJUSTED  
 MK0205  ___________________________________________________________________
 MK0205  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 MK0205  DYNAMIC HT  -         319.630 (meters)    1048.65  (feet)  COMP
 MK0205  MODELED GRAV-     980,247.7   (mgal)                       NAVD 88
 MK0205
 MK0205  VERT ORDER  -  SECOND    CLASS 0
 MK0205
 MK0205.The horizontal coordinates were scaled from a topographic map and have
 MK0205.an estimated accuracy of +/- 6 seconds.
 MK0205
 MK0205.The orthometric height was determined by differential leveling
 MK0205.and adjusted by the National Geodetic Survey in June 1991..
 MK0205
 MK0205.The geoid height was determined by GEOID03.
 MK0205
 MK0205.The dynamic height is computed by dividing the NAVD 88
 MK0205.geopotential number by the normal gravity value computed on the
 MK0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0205.degrees latitude (g = 980.6199 gals.).
 MK0205
 MK0205.The modeled gravity was interpolated from observed gravity values.
 MK0205
 MK0205;                    North         East    Units  Estimated Accuracy
 MK0205;SPC IA N     - 1,056,590.    1,283,880.      MT  (+/- 180 meters Scaled)
 MK0205
 MK0205                          SUPERSEDED SURVEY CONTROL
 MK0205
 MK0205  NGVD 29 (??/??/92)  319.618  (m)         1048.61   (f) ADJ UNCH    2 0
 MK0205
 MK0205.Superseded values are not recommended for survey control.
 MK0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0205.See file dsdata.txt to determine how the superseded data were derived.
 MK0205
 MK0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM395515(NAD 83)
 MK0205_MARKER: DB = BENCH MARK DISK
 MK0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0205_STAMPING: V 145 1948
 MK0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0205+STABILITY: SURFACE MOTION
 MK0205
 MK0205  HISTORY     - Date     Condition        Report By
 MK0205  HISTORY     - 1948     MONUMENTED       CGS
 MK0205  HISTORY     - 1974     GOOD             LOCSUR
 MK0205  HISTORY     - 1982     GOOD             LOCENG
 MK0205
 MK0205                          STATION DESCRIPTION
 MK0205
 MK0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0205'4.5 MI NW FROM BLENCOE.
 MK0205'3.5 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION
 MK0205'OF NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.0 MILE
 MK0205'WEST ALONG A GRAVEL ROAD, IN A SCHOOL YARD, 49.0 FEET SOUTH OF
 MK0205'THE CENTER LINE OF THE ROAD, 47.0 FEET WEST OF THE CENTER LINE
 MK0205'OF A SIDE ROAD LEADING SOUTH, 37.1 FEET EAST OF THE NORTHWEST
 MK0205'CORNER POST OF THE YARD, 38.5 FEET WEST OF A WEST GATE POST,
 MK0205'1.0 FOOT SOUTH OF A BOARD FENCE, 1.5 FEET WEST OF A REFERENCE
 MK0205'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 MK0205'ABOVE THE GROUND.
 MK0205
 MK0205                          STATION RECOVERY (1974)
 MK0205
 MK0205'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0205'RECOVERED IN GOOD CONDITION.
 MK0205
 MK0205                          STATION RECOVERY (1982)
 MK0205
 MK0205'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 MK0205'U.S. HIGHWAY 175 IS NOW COUNTY ROAD K-45 NO SCHOOL YARD NOW 227 FEET
 MK0205'WEST OF CENTER NORTH SOUTH ROAD INTERSECTION, 1.0 FOOT NORTH OF
 MK0205'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0359 ***********************************************************************
 MJ0359  DESIGNATION -  V 146
 MJ0359  PID         -  MJ0359
 MJ0359  STATE/COUNTY-  IA/SHELBY
 MJ0359  USGS QUAD   -  SHELBY (1978)
 MJ0359
 MJ0359                         *CURRENT SURVEY CONTROL
 MJ0359  ___________________________________________________________________
 MJ0359* NAD 83(1986)-  41 31 19.     (N)    095 24 11.     (W)     SCALED    
 MJ0359* NAVD 88     -       386.348  (meters)    1267.54   (feet)  ADJUSTED  
 MJ0359  ___________________________________________________________________
 MJ0359  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 MJ0359  DYNAMIC HT  -         386.178 (meters)    1266.99  (feet)  COMP
 MJ0359  MODELED GRAV-     980,172.7   (mgal)                       NAVD 88
 MJ0359
 MJ0359  VERT ORDER  -  FIRST     CLASS II
 MJ0359
 MJ0359.The horizontal coordinates were scaled from a topographic map and have
 MJ0359.an estimated accuracy of +/- 6 seconds.
 MJ0359
 MJ0359.The orthometric height was determined by differential leveling
 MJ0359.and adjusted by the National Geodetic Survey in June 1991..
 MJ0359
 MJ0359.The geoid height was determined by GEOID03.
 MJ0359
 MJ0359.The dynamic height is computed by dividing the NAVD 88
 MJ0359.geopotential number by the normal gravity value computed on the
 MJ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0359.degrees latitude (g = 980.6199 gals.).
 MJ0359
 MJ0359.The modeled gravity was interpolated from observed gravity values.
 MJ0359
 MJ0359;                    North         East    Units  Estimated Accuracy
 MJ0359;SPC IA S     -   170,750.      341,170.      MT  (+/- 180 meters Scaled)
 MJ0359
 MJ0359                          SUPERSEDED SURVEY CONTROL
 MJ0359
 MJ0359  NGVD 29 (??/??/92)  386.231  (m)         1267.16   (f) ADJ UNCH    1 2
 MJ0359
 MJ0359.Superseded values are not recommended for survey control.
 MJ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0359.See file dsdata.txt to determine how the superseded data were derived.
 MJ0359
 MJ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF994994(NAD 83)
 MJ0359_MARKER: DB = BENCH MARK DISK
 MJ0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0359_STAMPING: V 146 1949
 MJ0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0359+STABILITY: SURFACE MOTION
 MJ0359
 MJ0359  HISTORY     - Date     Condition        Report By
 MJ0359  HISTORY     - 1949     MONUMENTED       CGS
 MJ0359
 MJ0359                          STATION DESCRIPTION
 MJ0359
 MJ0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0359'3.3 MI E FROM SHELBY.
 MJ0359'3.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MJ0359'FROM THE STATION AT SHELBY, AT A PUBLIC ROAD CROSSING, 40.0 FEET
 MJ0359'WEST OF THE CENTER LINE OF A PAVED ROAD, 42.7 FEET NORTH OF THE
 MJ0359'NORTH RAIL OF THE TRACK, 4.0 FEET NORTHWEST OF THE THIRD POLE WEST
 MJ0359'OF MILEPOST NO. 464, 4.4 FEET SOUTHWEST OF A CORNER FENCE POST,
 MJ0359'3.5 FEET SOUTH OF A FENCE, 1.2 FEET EAST OF A REFERENCE POST, ABOUT
 MJ0359'8.0 FEET BELOW TRACK LEVEL, SET IN THE TOP OF A CONCRETE POST
 MJ0359'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0523 ***********************************************************************
 MJ0523  DESIGNATION -  V 148 RESET
 MJ0523  PID         -  MJ0523
 MJ0523  STATE/COUNTY-  IA/MONTGOMERY
 MJ0523  USGS QUAD   -  CARSON NE (1978)
 MJ0523
 MJ0523                         *CURRENT SURVEY CONTROL
 MJ0523  ___________________________________________________________________
 MJ0523* NAD 83(1986)-  41 08 41.     (N)    095 18 28.     (W)     SCALED    
 MJ0523* NAVD 88     -       371.92   (meters)    1220.2    (feet)  RESET     
 MJ0523  ___________________________________________________________________
 MJ0523  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 MJ0523
 MJ0523  VERT ORDER  -  THIRD
 MJ0523
 MJ0523.The horizontal coordinates were scaled from a topographic map and have
 MJ0523.an estimated accuracy of +/- 6 seconds.
 MJ0523
 MJ0523.The orthometric height was computed from unverified reset data.
 MJ0523
 MJ0523.The geoid height was determined by GEOID03.
 MJ0523
 MJ0523;                    North         East    Units  Estimated Accuracy
 MJ0523;SPC IA S     -   128,700.      348,250.      MT  (+/- 180 meters Scaled)
 MJ0523
 MJ0523                          SUPERSEDED SURVEY CONTROL
 MJ0523
 MJ0523  NGVD 29 (??/??/??)  371.85   (m)         1220.0    (f) RESET       3  
 MJ0523
 MJ0523.Superseded values are not recommended for survey control.
 MJ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0523.See file dsdata.txt to determine how the superseded data were derived.
 MJ0523
 MJ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF063573(NAD 83)
 MJ0523_MARKER: DB = BENCH MARK DISK
 MJ0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0523_STAMPING: V 148 RESET 1970
 MJ0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0523+STABILITY: SURFACE MOTION
 MJ0523
 MJ0523  HISTORY     - Date     Condition        Report By
 MJ0523  HISTORY     - 1970     MONUMENTED       NGS
 MJ0523
 MJ0523                          STATION DESCRIPTION
 MJ0523
 MJ0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0523'6.6 MI NE FROM HENDERSON.
 MJ0523'ABOUT 1.8 MILES NORTHEAST ALONG STATE HIGHWAY 244 FROM THE
 MJ0523'CITIZENS STATE BANK AT HENDERSON, THENCE 4.8 MILES EAST ALONG
 MJ0523'COUNTY ROADS H-12 AND A, 282 FEET SOUTH OF THE CENTER OF A ROAD
 MJ0523'CROSSING, 32.5 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 1.5
 MJ0523'FEET NORTH OF A POWERLINE POLE, 1 FOOT SOUTH OF A METAL WITNESS
 MJ0523'POST, 1 FOOT WEST OF A FENCE, AND SET IN THE TOP OF A ROUND
 MJ0523'CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0500 ***********************************************************************
 MJ0500  DESIGNATION -  V 149
 MJ0500  PID         -  MJ0500
 MJ0500  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0500  USGS QUAD   -  OAKLAND (1963)
 MJ0500
 MJ0500                         *CURRENT SURVEY CONTROL
 MJ0500  ___________________________________________________________________
 MJ0500* NAD 83(1986)-  41 18 55.     (N)    095 24 00.     (W)     SCALED    
 MJ0500* NAVD 88     -       330.264  (meters)    1083.54   (feet)  ADJUSTED  
 MJ0500  ___________________________________________________________________
 MJ0500  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 MJ0500  DYNAMIC HT  -         330.135 (meters)    1083.12  (feet)  COMP
 MJ0500  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 MJ0500
 MJ0500  VERT ORDER  -  SECOND    CLASS 0
 MJ0500
 MJ0500.The horizontal coordinates were scaled from a topographic map and have
 MJ0500.an estimated accuracy of +/- 6 seconds.
 MJ0500
 MJ0500.The orthometric height was determined by differential leveling
 MJ0500.and adjusted by the National Geodetic Survey in June 1991..
 MJ0500
 MJ0500.The geoid height was determined by GEOID03.
 MJ0500
 MJ0500.The dynamic height is computed by dividing the NAVD 88
 MJ0500.geopotential number by the normal gravity value computed on the
 MJ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0500.degrees latitude (g = 980.6199 gals.).
 MJ0500
 MJ0500.The modeled gravity was interpolated from observed gravity values.
 MJ0500
 MJ0500;                    North         East    Units  Estimated Accuracy
 MJ0500;SPC IA S     -   147,800.      340,930.      MT  (+/- 180 meters Scaled)
 MJ0500
 MJ0500                          SUPERSEDED SURVEY CONTROL
 MJ0500
 MJ0500  NGVD 29 (??/??/92)  330.183  (m)         1083.28   (f) ADJ UNCH    2 0
 MJ0500
 MJ0500.Superseded values are not recommended for survey control.
 MJ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0500.See file dsdata.txt to determine how the superseded data were derived.
 MJ0500
 MJ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF991765(NAD 83)
 MJ0500_MARKER: DB = BENCH MARK DISK
 MJ0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0500_STAMPING: V 149 1949
 MJ0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0500+STABILITY: SURFACE MOTION
 MJ0500
 MJ0500  HISTORY     - Date     Condition        Report By
 MJ0500  HISTORY     - 1949     MONUMENTED       CGS
 MJ0500  HISTORY     - 1964     GOOD             NGS
 MJ0500
 MJ0500                          STATION DESCRIPTION
 MJ0500
 MJ0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0500'AT OAKLAND.
 MJ0500'0.35 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0500'FROM THE CITIZENS STATE BANK AT OAKLAND, THENCE 0.05 MILE WEST
 MJ0500'ALONG A DIRT ROAD, THENCE 0.1 MILE NORTH ALONG A DIRT ROAD,
 MJ0500'THENCE 0.15 MILE WEST ALONG A DIRT ROAD, AT THE KIMBERLY
 MJ0500'AIRFIELD, 98.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 MJ0500'MIDDLE ONE OF THREE HANGARS, 1.3 FEET SOUTHWEST OF THE NORTHWEST
 MJ0500'CORNER OF THE MOST NORTHERLY ONE OF THE HANGARS, 1.5 FEET NORTH
 MJ0500'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MJ0500'0.5 FOOT ABOVE THE GROUND.
 MJ0500
 MJ0500                          STATION RECOVERY (1964)
 MJ0500
 MJ0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MJ0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0020 ***********************************************************************
 NM0020  DESIGNATION -  V 15
 NM0020  PID         -  NM0020
 NM0020  STATE/COUNTY-  IA/PLYMOUTH
 NM0020  USGS QUAD   -  ALTON (1985)
 NM0020
 NM0020                         *CURRENT SURVEY CONTROL
 NM0020  ___________________________________________________________________
 NM0020* NAD 83(1986)-  42 52 35.     (N)    096 06 17.     (W)     SCALED    
 NM0020* NAVD 88     -       376.300  (meters)    1234.58   (feet)  ADJUSTED  
 NM0020  ___________________________________________________________________
 NM0020  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 NM0020  DYNAMIC HT  -         376.193 (meters)    1234.23  (feet)  COMP
 NM0020  MODELED GRAV-     980,327.3   (mgal)                       NAVD 88
 NM0020
 NM0020  VERT ORDER  -  SECOND    CLASS 0
 NM0020
 NM0020.The horizontal coordinates were scaled from a topographic map and have
 NM0020.an estimated accuracy of +/- 6 seconds.
 NM0020
 NM0020.The orthometric height was determined by differential leveling
 NM0020.and adjusted by the National Geodetic Survey in June 1991..
 NM0020
 NM0020.The geoid height was determined by GEOID03.
 NM0020
 NM0020.The dynamic height is computed by dividing the NAVD 88
 NM0020.geopotential number by the normal gravity value computed on the
 NM0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0020.degrees latitude (g = 980.6199 gals.).
 NM0020
 NM0020.The modeled gravity was interpolated from observed gravity values.
 NM0020
 NM0020;                    North         East    Units  Estimated Accuracy
 NM0020;SPC IA N     - 1,156,160.    1,287,230.      MT  (+/- 180 meters Scaled)
 NM0020
 NM0020                          SUPERSEDED SURVEY CONTROL
 NM0020
 NM0020  NGVD 29 (??/??/92)  376.114  (m)         1233.97   (f) ADJ UNCH    2 0
 NM0020
 NM0020.Superseded values are not recommended for survey control.
 NM0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0020.See file dsdata.txt to determine how the superseded data were derived.
 NM0020
 NM0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN364511(NAD 83)
 NM0020_MARKER: DB = BENCH MARK DISK
 NM0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0020_STAMPING: V 15 1934
 NM0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0020+STABILITY: SURFACE MOTION
 NM0020
 NM0020  HISTORY     - Date     Condition        Report By
 NM0020  HISTORY     - 1934     MONUMENTED       CGS
 NM0020
 NM0020                          STATION DESCRIPTION
 NM0020
 NM0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0020'2 MI NE FROM SENEY.
 NM0020'2 MILES NORTHEAST ALONG THE SOO LINE RAILROAD, FORMERLY (C.ST.P.M.
 NM0020'AND O.RY.) FROM THE STATION AT SENEY, NEAR MILEPOST 237,
 NM0020'33.8 FEET NORTHWEST OF THE NORTHWEST RAIL, 63 FEET SOUTHEAST OF
 NM0020'THE CENTERLINE OF STATE HIGHWAY 33, AND IN LINE WITH A ROW OF
 NM0020'POLES.  A STANDARD DISK, STAMPED V 15 1934 AND SET IN THE TOP
 NM0020'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0263 ***********************************************************************
 MJ0263  DESIGNATION -  V 150
 MJ0263  PID         -  MJ0263
 MJ0263  STATE/COUNTY-  IA/SHELBY
 MJ0263  USGS QUAD   -  HARLAN (1978)
 MJ0263
 MJ0263                         *CURRENT SURVEY CONTROL
 MJ0263  ___________________________________________________________________
 MJ0263* NAD 83(1986)-  41 38 41.     (N)    095 18 57.     (W)     SCALED    
 MJ0263* NAVD 88     -       363.280  (meters)    1191.86   (feet)  ADJUSTED  
 MJ0263  ___________________________________________________________________
 MJ0263  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 MJ0263  DYNAMIC HT  -         363.113 (meters)    1191.31  (feet)  COMP
 MJ0263  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 MJ0263
 MJ0263  VERT ORDER  -  SECOND    CLASS 0
 MJ0263
 MJ0263.The horizontal coordinates were scaled from a topographic map and have
 MJ0263.an estimated accuracy of +/- 6 seconds.
 MJ0263
 MJ0263.The orthometric height was determined by differential leveling
 MJ0263.and adjusted by the National Geodetic Survey in June 1991..
 MJ0263
 MJ0263.The geoid height was determined by GEOID03.
 MJ0263
 MJ0263.The dynamic height is computed by dividing the NAVD 88
 MJ0263.geopotential number by the normal gravity value computed on the
 MJ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0263.degrees latitude (g = 980.6199 gals.).
 MJ0263
 MJ0263.The modeled gravity was interpolated from observed gravity values.
 MJ0263
 MJ0263;                    North         East    Units  Estimated Accuracy
 MJ0263;SPC IA S     -   184,230.      348,740.      MT  (+/- 180 meters Scaled)
 MJ0263
 MJ0263                          SUPERSEDED SURVEY CONTROL
 MJ0263
 MJ0263  NGVD 29 (??/??/92)  363.157  (m)         1191.46   (f) ADJ UNCH    2 0
 MJ0263
 MJ0263.Superseded values are not recommended for survey control.
 MJ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0263.See file dsdata.txt to determine how the superseded data were derived.
 MJ0263
 MJ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG071129(NAD 83)
 MJ0263_MARKER: DB = BENCH MARK DISK
 MJ0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0263_SP_SET: CONCRETE BASE
 MJ0263_STAMPING: V 150 1949
 MJ0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0263
 MJ0263  HISTORY     - Date     Condition        Report By
 MJ0263  HISTORY     - 1949     MONUMENTED       CGS
 MJ0263
 MJ0263                          STATION DESCRIPTION
 MJ0263
 MJ0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0263'AT HARLAN.
 MJ0263'AT HARLAN, 0.5 MILE EAST ALONG STATE HIGHWAY NO. 64 FROM THE
 MJ0263'JUNCTION OF STATE HIGHWAY NO. 64 WITH STATE HIGHWAY NO. 39 AND
 MJ0263'U.S. HIGHWAY NO. 59, SET IN THE NORTHWEST CORNER OF THE NORTHWEST
 MJ0263'CONCRETE BASE OF A STEEL POWER LINE TOWER, 137.4 FEET WEST OF
 MJ0263'THE NORTHWEST CORNER OF THE POWER HOUSE, 22.1 FEET SOUTH OF THE
 MJ0263'CENTER LINE OF THE HIGHWAY, 1.4 FEET NORTHWEST OF THE STEEL LEG
 MJ0263'OF THE TOWER, 0.7 FOOT SOUTHEAST OF THE NORTHWEST CORNER OF THE
 MJ0263'BASE, 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0325 ***********************************************************************
 MJ0325  DESIGNATION -  V 151
 MJ0325  PID         -  MJ0325
 MJ0325  STATE/COUNTY-  IA/CARROLL
 MJ0325  USGS QUAD   -  MANNING (1978)
 MJ0325
 MJ0325                         *CURRENT SURVEY CONTROL
 MJ0325  ___________________________________________________________________
 MJ0325* NAD 83(1986)-  41 54 03.     (N)    095 04 23.     (W)     SCALED    
 MJ0325* NAVD 88     -       401.289  (meters)    1316.56   (feet)  ADJUSTED  
 MJ0325  ___________________________________________________________________
 MJ0325  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 MJ0325  DYNAMIC HT  -         401.105 (meters)    1315.96  (feet)  COMP
 MJ0325  MODELED GRAV-     980,154.3   (mgal)                       NAVD 88
 MJ0325
 MJ0325  VERT ORDER  -  SECOND    CLASS 0
 MJ0325
 MJ0325.The horizontal coordinates were scaled from a topographic map and have
 MJ0325.an estimated accuracy of +/- 6 seconds.
 MJ0325
 MJ0325.The orthometric height was determined by differential leveling
 MJ0325.and adjusted by the National Geodetic Survey in June 1991..
 MJ0325
 MJ0325.The geoid height was determined by GEOID03.
 MJ0325
 MJ0325.The dynamic height is computed by dividing the NAVD 88
 MJ0325.geopotential number by the normal gravity value computed on the
 MJ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0325.degrees latitude (g = 980.6199 gals.).
 MJ0325
 MJ0325.The modeled gravity was interpolated from observed gravity values.
 MJ0325
 MJ0325;                    North         East    Units  Estimated Accuracy
 MJ0325;SPC IA N     - 1,045,740.    1,369,470.      MT  (+/- 180 meters Scaled)
 MJ0325
 MJ0325                          SUPERSEDED SURVEY CONTROL
 MJ0325
 MJ0325  NGVD 29 (??/??/92)  401.157  (m)         1316.13   (f) ADJ UNCH    2 0
 MJ0325
 MJ0325.Superseded values are not recommended for survey control.
 MJ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0325.See file dsdata.txt to determine how the superseded data were derived.
 MJ0325
 MJ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG280408(NAD 83)
 MJ0325_MARKER: DB = BENCH MARK DISK
 MJ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0325_STAMPING: V 151 1949
 MJ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0325+STABILITY: SURFACE MOTION
 MJ0325
 MJ0325  HISTORY     - Date     Condition        Report By
 MJ0325  HISTORY     - 1949     MONUMENTED       CGS
 MJ0325
 MJ0325                          STATION DESCRIPTION
 MJ0325
 MJ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0325'1.6 MI SW FROM MANNING.
 MJ0325'0.7 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0325'RAILROAD FROM THE STATION AT MANNING, THENCE 0.9 MILE SOUTH ALONG
 MJ0325'A SECTION LINE ROAD, AT THE MANNING AIRPORT, 114.0 FEET EAST OF THE
 MJ0325'CENTER LINE OF THE ROAD, 2.1 FEET NORTH OF THE NORTHWEST CORNER
 MJ0325'OF THE MOST NORTHERLY HANGAR, 14.0 FEET SOUTHWEST OF THE NORTH END
 MJ0325'OF THE HANGAR DOOR BRACE, 1.1 FEET NORTHEAST OF A REFERENCE POST,
 MJ0325'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0364 ***********************************************************************
 NM0364  DESIGNATION -  V 152
 NM0364  PID         -  NM0364
 NM0364  STATE/COUNTY-  IA/WOODBURY
 NM0364  USGS QUAD   -  CLIMBING HILL (1964)
 NM0364
 NM0364                         *CURRENT SURVEY CONTROL
 NM0364  ___________________________________________________________________
 NM0364* NAD 83(1986)-  42 16 15.     (N)    096 04 41.     (W)     SCALED    
 NM0364* NAVD 88     -       328.681  (meters)    1078.35   (feet)  ADJUSTED  
 NM0364  ___________________________________________________________________
 NM0364  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 NM0364  DYNAMIC HT  -         328.571 (meters)    1077.99  (feet)  COMP
 NM0364  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 NM0364
 NM0364  VERT ORDER  -  SECOND    CLASS 0
 NM0364
 NM0364.The horizontal coordinates were scaled from a topographic map and have
 NM0364.an estimated accuracy of +/- 6 seconds.
 NM0364
 NM0364.The orthometric height was determined by differential leveling
 NM0364.and adjusted by the National Geodetic Survey in June 1991..
 NM0364
 NM0364.The geoid height was determined by GEOID03.
 NM0364
 NM0364.The dynamic height is computed by dividing the NAVD 88
 NM0364.geopotential number by the normal gravity value computed on the
 NM0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0364.degrees latitude (g = 980.6199 gals.).
 NM0364
 NM0364.The modeled gravity was interpolated from observed gravity values.
 NM0364
 NM0364;                    North         East    Units  Estimated Accuracy
 NM0364;SPC IA N     - 1,088,860.    1,287,350.      MT  (+/- 180 meters Scaled)
 NM0364
 NM0364                          SUPERSEDED SURVEY CONTROL
 NM0364
 NM0364  NGVD 29 (??/??/92)  328.528  (m)         1077.85   (f) ADJ UNCH    2 0
 NM0364
 NM0364.Superseded values are not recommended for survey control.
 NM0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0364.See file dsdata.txt to determine how the superseded data were derived.
 NM0364
 NM0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM409839(NAD 83)
 NM0364_MARKER: DB = BENCH MARK DISK
 NM0364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0364_SP_SET: BUILDING
 NM0364_STAMPING: V 152 1949
 NM0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0364
 NM0364  HISTORY     - Date     Condition        Report By
 NM0364  HISTORY     - 1949     MONUMENTED       CGS
 NM0364
 NM0364                          STATION DESCRIPTION
 NM0364
 NM0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0364'AT HOLLY SPRINGS.
 NM0364'AT HOLLY SPRINGS, 2.0 FEET EAST OF THE SOUTHWEST CORNER OF AND
 NM0364'SET VERTICALLY 3.0 FEET ABOVE THE LEVEL OF THE GROUND IN THE
 NM0364'SOUTH BRICK WALL OF THE CONSOLIDATED SCHOOLHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0383 ***********************************************************************
 NM0383  DESIGNATION -  V 153
 NM0383  PID         -  NM0383
 NM0383  STATE/COUNTY-  IA/MONONA
 NM0383  USGS QUAD   -  HORNICK (1969)
 NM0383
 NM0383                         *CURRENT SURVEY CONTROL
 NM0383  ___________________________________________________________________
 NM0383* NAD 83(1986)-  42 09 20.     (N)    096 07 30.     (W)     SCALED    
 NM0383* NAVD 88     -       323.911  (meters)    1062.70   (feet)  ADJUSTED  
 NM0383  ___________________________________________________________________
 NM0383  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 NM0383  DYNAMIC HT  -         323.800 (meters)    1062.33  (feet)  COMP
 NM0383  MODELED GRAV-     980,267.5   (mgal)                       NAVD 88
 NM0383
 NM0383  VERT ORDER  -  SECOND    CLASS 0
 NM0383
 NM0383.The horizontal coordinates were scaled from a topographic map and have
 NM0383.an estimated accuracy of +/- 6 seconds.
 NM0383
 NM0383.The orthometric height was determined by differential leveling
 NM0383.and adjusted by the National Geodetic Survey in June 1991..
 NM0383
 NM0383.The geoid height was determined by GEOID03.
 NM0383
 NM0383.The dynamic height is computed by dividing the NAVD 88
 NM0383.geopotential number by the normal gravity value computed on the
 NM0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0383.degrees latitude (g = 980.6199 gals.).
 NM0383
 NM0383.The modeled gravity was interpolated from observed gravity values.
 NM0383
 NM0383;                    North         East    Units  Estimated Accuracy
 NM0383;SPC IA N     - 1,076,190.    1,283,090.      MT  (+/- 180 meters Scaled)
 NM0383
 NM0383                          SUPERSEDED SURVEY CONTROL
 NM0383
 NM0383  NGVD 29 (??/??/92)  323.769  (m)         1062.23   (f) ADJ UNCH    2 0
 NM0383
 NM0383.Superseded values are not recommended for survey control.
 NM0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0383.See file dsdata.txt to determine how the superseded data were derived.
 NM0383
 NM0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM375710(NAD 83)
 NM0383_MARKER: DB = BENCH MARK DISK
 NM0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0383_STAMPING: V 153 1949
 NM0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0383+STABILITY: SURFACE MOTION
 NM0383
 NM0383  HISTORY     - Date     Condition        Report By
 NM0383  HISTORY     - 1949     MONUMENTED       CGS
 NM0383  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0383
 NM0383                          STATION DESCRIPTION
 NM0383
 NM0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0383'4.4 MI NE FROM WHITING.
 NM0383'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND
 NM0383'NORTH WESTERN RAILROAD STATION AT WHITING, THENCE 1.6 MILES
 NM0383'EAST ALONG COUNTY ROAD E, THENCE 0.5 MILE NORTH ALONG COUNTY
 NM0383'ROAD E, THENCE 0.5 MILE EAST ALONG COUNTY ROAD E, 56 FEET SOUTH
 NM0383'OF AN EAST-WEST ROAD, 24.0 FEET SOUTH OF A POWER TRANSMISSION
 NM0383'LINE POLE, 21.0 FEET NORTHWEST OF A 30-INCH MAPLE WITH A
 NM0383'TRIANGULAR BLAZE ON THE NORTH SIDE OF THE TREE, 11.0 FEET
 NM0383'SOUTHWEST OF A 10-INCH ASH WITH A TRIANGULAR BLAZE ON THE NORTH
 NM0383'SIDE OF THE TREE, 1.6 FEET EAST OF A FENCE, 1.6 FEET NORTH OF
 NM0383'A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 NM0383'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0383
 NM0383                          STATION RECOVERY (1969)
 NM0383
 NM0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0137 ***********************************************************************
 OQ0137  DESIGNATION -  V 154
 OQ0137  PID         -  OQ0137
 OQ0137  STATE/COUNTY-  IA/SIOUX
 OQ0137  USGS QUAD   -  FAIRVIEW (1968)
 OQ0137
 OQ0137                         *CURRENT SURVEY CONTROL
 OQ0137  ___________________________________________________________________
 OQ0137* NAD 83(1986)-  43 08 34.     (N)    096 27 13.     (W)     SCALED    
 OQ0137* NAVD 88     -       363.845  (meters)    1193.71   (feet)  ADJUSTED  
 OQ0137  ___________________________________________________________________
 OQ0137  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 OQ0137  DYNAMIC HT  -         363.743 (meters)    1193.38  (feet)  COMP
 OQ0137  MODELED GRAV-     980,329.5   (mgal)                       NAVD 88
 OQ0137
 OQ0137  VERT ORDER  -  FIRST     CLASS II
 OQ0137
 OQ0137.The horizontal coordinates were scaled from a topographic map and have
 OQ0137.an estimated accuracy of +/- 6 seconds.
 OQ0137
 OQ0137.The orthometric height was determined by differential leveling
 OQ0137.and adjusted by the National Geodetic Survey in June 1991..
 OQ0137
 OQ0137.The geoid height was determined by GEOID03.
 OQ0137
 OQ0137.The dynamic height is computed by dividing the NAVD 88
 OQ0137.geopotential number by the normal gravity value computed on the
 OQ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0137.degrees latitude (g = 980.6199 gals.).
 OQ0137
 OQ0137.The modeled gravity was interpolated from observed gravity values.
 OQ0137
 OQ0137;                    North         East    Units  Estimated Accuracy
 OQ0137;SPC IA N     - 1,186,680.    1,259,770.      MT  (+/- 180 meters Scaled)
 OQ0137
 OQ0137                          SUPERSEDED SURVEY CONTROL
 OQ0137
 OQ0137  NGVD 29 (??/??/92)  363.620  (m)         1192.98   (f) ADJ UNCH    1 2
 OQ0137
 OQ0137.Superseded values are not recommended for survey control.
 OQ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0137.See file dsdata.txt to determine how the superseded data were derived.
 OQ0137
 OQ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN070798(NAD 83)
 OQ0137_MARKER: DB = BENCH MARK DISK
 OQ0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0137_SP_SET: BRIDGE PIER
 OQ0137_STAMPING: V 154 1949
 OQ0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0137
 OQ0137  HISTORY     - Date     Condition        Report By
 OQ0137  HISTORY     - 1949     MONUMENTED       CGS
 OQ0137
 OQ0137                          STATION DESCRIPTION
 OQ0137
 OQ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0137'1 MI N FROM HUDSON.
 OQ0137'1.0 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0137'RAILROAD FROM THE RAILROAD STATION AT HUDSON, SET IN THE TOP AT
 OQ0137'THE NORTHEAST CORNER OF THE NORTH PIER OF RAILROAD BRIDGE 594
 OQ0137'OVER THE BIG SIOUX RIVER, 8.3 FEET EAST OF THE EAST RAIL, 1.0
 OQ0137'FOOT SOUTH OF THE NORTH EDGE OF THE PIER, 1.0 FOOT WEST OF THE
 OQ0137'EAST EDGE OF THE PIER, 7.0 FEET BELOW THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0423 ***********************************************************************
 MH0423  DESIGNATION -  V 155
 MH0423  PID         -  MH0423
 MH0423  STATE/COUNTY-  IA/DALLAS
 MH0423  USGS QUAD   -  WAUKEE (1976)
 MH0423
 MH0423                         *CURRENT SURVEY CONTROL
 MH0423  ___________________________________________________________________
 MH0423* NAD 83(1986)-  41 31 16.     (N)    093 53 47.     (W)     SCALED    
 MH0423* NAVD 88     -       261.213  (meters)     857.00   (feet)  ADJUSTED  
 MH0423  ___________________________________________________________________
 MH0423  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 MH0423  DYNAMIC HT  -         261.098 (meters)     856.62  (feet)  COMP
 MH0423  MODELED GRAV-     980,177.8   (mgal)                       NAVD 88
 MH0423
 MH0423  VERT ORDER  -  FIRST     CLASS II
 MH0423
 MH0423.The horizontal coordinates were scaled from a topographic map and have
 MH0423.an estimated accuracy of +/- 6 seconds.
 MH0423
 MH0423.The orthometric height was determined by differential leveling
 MH0423.and adjusted by the National Geodetic Survey in June 1991..
 MH0423
 MH0423.The geoid height was determined by GEOID03.
 MH0423
 MH0423.The dynamic height is computed by dividing the NAVD 88
 MH0423.geopotential number by the normal gravity value computed on the
 MH0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0423.degrees latitude (g = 980.6199 gals.).
 MH0423
 MH0423.The modeled gravity was interpolated from observed gravity values.
 MH0423
 MH0423;                    North         East    Units  Estimated Accuracy
 MH0423;SPC IA S     -   169,000.      466,920.      MT  (+/- 180 meters Scaled)
 MH0423
 MH0423                          SUPERSEDED SURVEY CONTROL
 MH0423
 MH0423  NGVD 29 (??/??/92)  261.157  (m)          856.81   (f) ADJ UNCH    1 2
 MH0423
 MH0423.Superseded values are not recommended for survey control.
 MH0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0423.See file dsdata.txt to determine how the superseded data were derived.
 MH0423
 MH0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF252969(NAD 83)
 MH0423_MARKER: DB = BENCH MARK DISK
 MH0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0423_SP_SET: BRIDGE ABUTMENT
 MH0423_STAMPING: V 155 1950
 MH0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0423+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 MH0423
 MH0423  HISTORY     - Date     Condition        Report By
 MH0423  HISTORY     - 1950     MONUMENTED       CGS
 MH0423  HISTORY     - 20020308 GOOD             JCLS
 MH0423  HISTORY     - 20020315 GOOD             JCLS
 MH0423  HISTORY     - 20021010 GOOD             JCLS
 MH0423  HISTORY     - 20031105 GOOD             JCLS
 MH0423  HISTORY     - 20060918 GOOD             INDIV
 MH0423
 MH0423                          STATION DESCRIPTION
 MH0423
 MH0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0423'0.6 MI W FROM BOONEVILLE.
 MH0423'0.6 MILE WEST ALONG STATE HIGHWAY 90 FROM THE CHICAGO, ROCK
 MH0423'ISLAND AND PACIFIC RAILROAD STATION AT BOONEVILLE, 117 FEET
 MH0423'NORTH OF THE CENTER LINE OF THE HIGHWAY, 5.5 FEET SOUTH OF THE
 MH0423'SOUTH RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 MH0423'0.5 FOOT BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF THE
 MH0423'SOUTH END OF THE WEST ABUTMENT OF RAILROAD BRIDGE 3735.
 MH0423
 MH0423                          STATION RECOVERY (2002)
 MH0423
 MH0423'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 MH0423'DESCRIPTION IS ADEQUATE
 MH0423
 MH0423                          STATION RECOVERY (2002)
 MH0423
 MH0423'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MH0423'RECOVERED IN GOOD CONDITION.
 MH0423
 MH0423                          STATION RECOVERY (2002)
 MH0423
 MH0423'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MH0423'RECOVERED IN GOOD CONDITION.
 MH0423
 MH0423                          STATION RECOVERY (2003)
 MH0423
 MH0423'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 MH0423'RECOVERED IN GOOD CONDITION.
 MH0423
 MH0423                          STATION RECOVERY (2006)
 MH0423
 MH0423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BLY)
 MH0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0913 ***********************************************************************
 LF0913  DESIGNATION -  V 156
 LF0913  PID         -  LF0913
 LF0913  STATE/COUNTY-  IA/FREMONT
 LF0913  USGS QUAD   -  RANDOLPH (1957)
 LF0913
 LF0913                         *CURRENT SURVEY CONTROL
 LF0913  ___________________________________________________________________
 LF0913* NAD 83(1986)-  40 46 11.     (N)    095 33 23.     (W)     SCALED    
 LF0913* NAVD 88     -       305.551  (meters)    1002.46   (feet)  ADJUSTED  
 LF0913  ___________________________________________________________________
 LF0913  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LF0913  DYNAMIC HT  -         305.389 (meters)    1001.93  (feet)  COMP
 LF0913  MODELED GRAV-     980,086.6   (mgal)                       NAVD 88
 LF0913
 LF0913  VERT ORDER  -  SECOND    CLASS 0
 LF0913
 LF0913.The horizontal coordinates were scaled from a topographic map and have
 LF0913.an estimated accuracy of +/- 6 seconds.
 LF0913
 LF0913.The orthometric height was determined by differential leveling
 LF0913.and adjusted by the National Geodetic Survey in June 1991..
 LF0913
 LF0913.The geoid height was determined by GEOID03.
 LF0913
 LF0913.The dynamic height is computed by dividing the NAVD 88
 LF0913.geopotential number by the normal gravity value computed on the
 LF0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0913.degrees latitude (g = 980.6199 gals.).
 LF0913
 LF0913.The modeled gravity was interpolated from observed gravity values.
 LF0913
 LF0913;                    North         East    Units  Estimated Accuracy
 LF0913;SPC IA S     -    87,530.      326,410.      MT  (+/- 180 meters Scaled)
 LF0913
 LF0913                          SUPERSEDED SURVEY CONTROL
 LF0913
 LF0913  NGVD 29 (??/??/92)  305.444  (m)         1002.11   (f) ADJ UNCH    2 0
 LF0913
 LF0913.Superseded values are not recommended for survey control.
 LF0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0913.See file dsdata.txt to determine how the superseded data were derived.
 LF0913
 LF0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF842163(NAD 83)
 LF0913_MARKER: DB = BENCH MARK DISK
 LF0913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0913_SP_SET: CULVERT
 LF0913_STAMPING: V 156 1949
 LF0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0913
 LF0913  HISTORY     - Date     Condition        Report By
 LF0913  HISTORY     - 1949     MONUMENTED       CGS
 LF0913
 LF0913                          STATION DESCRIPTION
 LF0913
 LF0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0913'5.8 MI N FROM RIVERTON.
 LF0913'0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0913'FROM THE STATION AT RIVERTON, THENCE 1.6 MILES NORTH ALONG A
 LF0913'GRAVELED ROAD, THENCE 0.15 MILE EAST ALONG A GRAVELED ROAD,
 LF0913'THENCE 2.6 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES
 LF0913'NORTH ALONG STATE HIGHWAY 2, 20.7 FEET NORTHEAST OF A STEEL GATE
 LF0913'WHICH IS IN A NORTH AND SOUTH FENCE, 15.6 FEET EAST OF THE
 LF0913'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST HEADWALL
 LF0913'OF A 4 X 4 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0918 ***********************************************************************
 LF0918  DESIGNATION -  V 157
 LF0918  PID         -  LF0918
 LF0918  STATE/COUNTY-  IA/FREMONT
 LF0918  USGS QUAD   -  RANDOLPH (1957)
 LF0918
 LF0918                         *CURRENT SURVEY CONTROL
 LF0918  ___________________________________________________________________
 LF0918* NAD 83(1986)-  40 50 31.     (N)    095 33 22.     (W)     SCALED    
 LF0918* NAVD 88     -       299.242  (meters)     981.76   (feet)  ADJUSTED  
 LF0918  ___________________________________________________________________
 LF0918  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LF0918  DYNAMIC HT  -         299.087 (meters)     981.25  (feet)  COMP
 LF0918  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 LF0918
 LF0918  VERT ORDER  -  SECOND    CLASS 0
 LF0918
 LF0918.The horizontal coordinates were scaled from a topographic map and have
 LF0918.an estimated accuracy of +/- 6 seconds.
 LF0918
 LF0918.The orthometric height was determined by differential leveling
 LF0918.and adjusted by the National Geodetic Survey in June 1991..
 LF0918
 LF0918.The geoid height was determined by GEOID03.
 LF0918
 LF0918.The dynamic height is computed by dividing the NAVD 88
 LF0918.geopotential number by the normal gravity value computed on the
 LF0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0918.degrees latitude (g = 980.6199 gals.).
 LF0918
 LF0918.The modeled gravity was interpolated from observed gravity values.
 LF0918
 LF0918;                    North         East    Units  Estimated Accuracy
 LF0918;SPC IA S     -    95,550.      326,620.      MT  (+/- 180 meters Scaled)
 LF0918
 LF0918                          SUPERSEDED SURVEY CONTROL
 LF0918
 LF0918  NGVD 29 (??/??/92)  299.138  (m)          981.42   (f) ADJ UNCH    2 0
 LF0918
 LF0918.Superseded values are not recommended for survey control.
 LF0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0918.See file dsdata.txt to determine how the superseded data were derived.
 LF0918
 LF0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF845243(NAD 83)
 LF0918_MARKER: DB = BENCH MARK DISK
 LF0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0918_STAMPING: V 157 1949
 LF0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0918+STABILITY: SURFACE MOTION
 LF0918
 LF0918  HISTORY     - Date     Condition        Report By
 LF0918  HISTORY     - 1949     MONUMENTED       CGS
 LF0918
 LF0918                          STATION DESCRIPTION
 LF0918
 LF0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0918'2.4 MI S FROM RANDOLPH.
 LF0918'0.2 MILE EAST ALONG STATE HIGHWAY 184 FROM THE SCHOOLHOUSE AT
 LF0918'RANDOLPH, THENCE 2.15 MILES SOUTH ALONG AN OILED ROAD, 61
 LF0918'FEET NORTHEAST OF THE NORTHEAST CORNER OF A STEEL BRIDGE, 55
 LF0918'FEET EAST OF THE CENTER LINE OF THE OILED ROAD, 19 FEET
 LF0918'NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO A FIELD,
 LF0918'2.0 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LF0918'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0412 ***********************************************************************
 NL0412  DESIGNATION -  V 158
 NL0412  PID         -  NL0412
 NL0412  STATE/COUNTY-  IA/MONONA
 NL0412  USGS QUAD   -  CASTANA (1982)
 NL0412
 NL0412                         *CURRENT SURVEY CONTROL
 NL0412  ___________________________________________________________________
 NL0412* NAD 83(1986)-  42 05 34.     (N)    095 53 16.     (W)     SCALED    
 NL0412* NAVD 88     -       329.081  (meters)    1079.66   (feet)  ADJUSTED  
 NL0412  ___________________________________________________________________
 NL0412  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 NL0412  DYNAMIC HT  -         328.957 (meters)    1079.25  (feet)  COMP
 NL0412  MODELED GRAV-     980,237.1   (mgal)                       NAVD 88
 NL0412
 NL0412  VERT ORDER  -  SECOND    CLASS 0
 NL0412
 NL0412.The horizontal coordinates were scaled from a topographic map and have
 NL0412.an estimated accuracy of +/- 6 seconds.
 NL0412
 NL0412.The orthometric height was determined by differential leveling
 NL0412.and adjusted by the National Geodetic Survey in June 1991..
 NL0412
 NL0412.The geoid height was determined by GEOID03.
 NL0412
 NL0412.The dynamic height is computed by dividing the NAVD 88
 NL0412.geopotential number by the normal gravity value computed on the
 NL0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0412.degrees latitude (g = 980.6199 gals.).
 NL0412
 NL0412.The modeled gravity was interpolated from observed gravity values.
 NL0412
 NL0412;                    North         East    Units  Estimated Accuracy
 NL0412;SPC IA N     - 1,068,630.    1,302,490.      MT  (+/- 180 meters Scaled)
 NL0412
 NL0412                          SUPERSEDED SURVEY CONTROL
 NL0412
 NL0412  NGVD 29 (??/??/92)  328.94   (m)         1079.2    (f) COMPUTED    2 0
 NL0412
 NL0412.Superseded values are not recommended for survey control.
 NL0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0412.See file dsdata.txt to determine how the superseded data were derived.
 NL0412
 NL0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG611641(NAD 83)
 NL0412_MARKER: DB = BENCH MARK DISK
 NL0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0412_SP_SET: CULVERT
 NL0412_STAMPING: V 158 1949
 NL0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0412
 NL0412  HISTORY     - Date     Condition        Report By
 NL0412  HISTORY     - 1949     MONUMENTED       CGS
 NL0412
 NL0412                          STATION DESCRIPTION
 NL0412
 NL0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0412'1.8 MI NE FROM CASTANA.
 NL0412'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 175 FROM THE CHICAGO AND
 NL0412'NORTH WESTERN RAILROAD STATION AT CASTANA, SET IN THE TOP OF THE
 NL0412'SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A 7 X 7 FOOT CONCRETE
 NL0412'CULVERT, 19 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0413 ***********************************************************************
 NL0413  DESIGNATION -  V 158 RESET
 NL0413  PID         -  NL0413
 NL0413  STATE/COUNTY-  IA/MONONA
 NL0413  USGS QUAD   -  CASTANA (1982)
 NL0413
 NL0413                         *CURRENT SURVEY CONTROL
 NL0413  ___________________________________________________________________
 NL0413* NAD 83(1986)-  42 05 34.     (N)    095 53 16.     (W)     SCALED    
 NL0413* NAVD 88     -       329.07   (meters)    1079.6    (feet)  RESET     
 NL0413  ___________________________________________________________________
 NL0413  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 NL0413
 NL0413  VERT ORDER  -  THIRD
 NL0413
 NL0413.The horizontal coordinates were scaled from a topographic map and have
 NL0413.an estimated accuracy of +/- 6 seconds.
 NL0413
 NL0413.The orthometric height was computed from unverified reset data.
 NL0413
 NL0413.The geoid height was determined by GEOID03.
 NL0413
 NL0413;                    North         East    Units  Estimated Accuracy
 NL0413;SPC IA N     - 1,068,630.    1,302,490.      MT  (+/- 180 meters Scaled)
 NL0413
 NL0413                          SUPERSEDED SURVEY CONTROL
 NL0413
 NL0413  NGVD 29 (??/??/??)  328.92   (m)         1079.1    (f) RESET       3  
 NL0413
 NL0413.Superseded values are not recommended for survey control.
 NL0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0413.See file dsdata.txt to determine how the superseded data were derived.
 NL0413
 NL0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG611641(NAD 83)
 NL0413_MARKER: DB = BENCH MARK DISK
 NL0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0413_SP_SET: CULVERT
 NL0413_STAMPING: V 158 RESET 1954
 NL0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0413
 NL0413  HISTORY     - Date     Condition        Report By
 NL0413  HISTORY     - 1954     MONUMENTED       IAHD
 NL0413  HISTORY     - 1973     GOOD             NGS
 NL0413
 NL0413                          STATION DESCRIPTION
 NL0413
 NL0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NL0413'1.8 MI NE FROM CASTANA.
 NL0413'7.35 MILES SOUTHWEST ALONG STATE HIGHWAY 175 FROM THE JUNCTION OF
 NL0413'STATE HIGHWAYS 141 AND 175 IN MAPLETON, AT A 6 FOOT BY 6 FOOT
 NL0413'CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 NL0413'HEADWALL AND 25 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY.  A
 NL0413'STANDARD DISK STAMPED V 158 RESET 1954.  NOTE-- THIS BENCH MARK WAS
 NL0413'ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE STATE
 NL0413'HIGHWAY COMMISSION IN MAY 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0560 ***********************************************************************
 OP0560  DESIGNATION -  V 16
 OP0560  PID         -  OP0560
 OP0560  STATE/COUNTY-  IA/OSCEOLA
 OP0560  USGS QUAD   -  ASHTON (1972)
 OP0560
 OP0560                         *CURRENT SURVEY CONTROL
 OP0560  ___________________________________________________________________
 OP0560* NAD 83(1986)-  43 21 20.     (N)    095 46 12.     (W)     SCALED    
 OP0560* NAVD 88     -       453.867  (meters)    1489.06   (feet)  ADJUSTED  
 OP0560  ___________________________________________________________________
 OP0560  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 OP0560  DYNAMIC HT  -         453.749 (meters)    1488.67  (feet)  COMP
 OP0560  MODELED GRAV-     980,343.9   (mgal)                       NAVD 88
 OP0560
 OP0560  VERT ORDER  -  SECOND    CLASS 0
 OP0560
 OP0560.The horizontal coordinates were scaled from a topographic map and have
 OP0560.an estimated accuracy of +/- 6 seconds.
 OP0560
 OP0560.The orthometric height was determined by differential leveling
 OP0560.and adjusted by the National Geodetic Survey in June 1991..
 OP0560
 OP0560.The geoid height was determined by GEOID03.
 OP0560
 OP0560.The dynamic height is computed by dividing the NAVD 88
 OP0560.geopotential number by the normal gravity value computed on the
 OP0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0560.degrees latitude (g = 980.6199 gals.).
 OP0560
 OP0560.The modeled gravity was interpolated from observed gravity values.
 OP0560
 OP0560;                    North         East    Units  Estimated Accuracy
 OP0560;SPC IA N     - 1,208,590.    1,315,990.      MT  (+/- 180 meters Scaled)
 OP0560
 OP0560                          SUPERSEDED SURVEY CONTROL
 OP0560
 OP0560  NGVD 29 (??/??/92)  453.679  (m)         1488.45   (f) ADJ UNCH    2 0
 OP0560
 OP0560.Superseded values are not recommended for survey control.
 OP0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0560.See file dsdata.txt to determine how the superseded data were derived.
 OP0560
 OP0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ755040(NAD 83)
 OP0560_MARKER: DB = BENCH MARK DISK
 OP0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0560_STAMPING: V 16 1934
 OP0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0560+STABILITY: SURFACE MOTION
 OP0560
 OP0560  HISTORY     - Date     Condition        Report By
 OP0560  HISTORY     - 1934     MONUMENTED       CGS
 OP0560  HISTORY     - 1972     MARK NOT FOUND   USGS
 OP0560
 OP0560                          STATION DESCRIPTION
 OP0560
 OP0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0560'3.2 MI N FROM ASHTON.
 OP0560'3.2 MILES NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 OP0560'RAILWAY FROM THE STATION AT ASHTON, OSCEOLA COUNTY, 45.8 FEET WEST OF
 OP0560'THE WEST RAIL, AND 1.8 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A
 OP0560'STANDARD DISK, STAMPED V 16 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0560'PROJECTING 4 INCHES ABOVE GROUND.
 OP0560
 OP0560                          STATION RECOVERY (1972)
 OP0560
 OP0560'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0459 ***********************************************************************
 NL0459  DESIGNATION -  V 160
 NL0459  PID         -  NL0459
 NL0459  STATE/COUNTY-  IA/MONONA
 NL0459  USGS QUAD   -  CASTANA (1982)
 NL0459
 NL0459                         *CURRENT SURVEY CONTROL
 NL0459  ___________________________________________________________________
 NL0459* NAD 83(1986)-  42 05 05.     (N)    095 55 12.     (W)     SCALED    
 NL0459* NAVD 88     -       334.664  (meters)    1097.98   (feet)  ADJUSTED  
 NL0459  ___________________________________________________________________
 NL0459  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 NL0459  DYNAMIC HT  -         334.539 (meters)    1097.57  (feet)  COMP
 NL0459  MODELED GRAV-     980,237.4   (mgal)                       NAVD 88
 NL0459
 NL0459  VERT ORDER  -  SECOND    CLASS 0
 NL0459
 NL0459.The horizontal coordinates were scaled from a topographic map and have
 NL0459.an estimated accuracy of +/- 6 seconds.
 NL0459
 NL0459.The orthometric height was determined by differential leveling
 NL0459.and adjusted by the National Geodetic Survey in June 1991..
 NL0459
 NL0459.The geoid height was determined by GEOID03.
 NL0459
 NL0459.The dynamic height is computed by dividing the NAVD 88
 NL0459.geopotential number by the normal gravity value computed on the
 NL0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0459.degrees latitude (g = 980.6199 gals.).
 NL0459
 NL0459.The modeled gravity was interpolated from observed gravity values.
 NL0459
 NL0459;                    North         East    Units  Estimated Accuracy
 NL0459;SPC IA N     - 1,067,820.    1,299,800.      MT  (+/- 180 meters Scaled)
 NL0459
 NL0459                          SUPERSEDED SURVEY CONTROL
 NL0459
 NL0459  NGVD 29 (??/??/92)  334.518  (m)         1097.50   (f) ADJ UNCH    2 0
 NL0459
 NL0459.Superseded values are not recommended for survey control.
 NL0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0459.See file dsdata.txt to determine how the superseded data were derived.
 NL0459
 NL0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG584633(NAD 83)
 NL0459_MARKER: DB = BENCH MARK DISK
 NL0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0459_STAMPING: V 160 1949
 NL0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0459+STABILITY: SURFACE MOTION
 NL0459
 NL0459  HISTORY     - Date     Condition        Report By
 NL0459  HISTORY     - 1949     MONUMENTED       CGS
 NL0459
 NL0459                          STATION DESCRIPTION
 NL0459
 NL0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0459'1.8 MI NW FROM CASTANA.
 NL0459'0.2 MILE SOUTH ALONG IOWA STATE HIGHWAY 175 FROM THE CHICAGO
 NL0459'AND NORTH WESTERN RAILWAY STATION AT CASTANA, THENCE 0.65 MILE
 NL0459'WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A
 NL0459'WINDING GRADED DIRT ROAD, 132 FEET WEST OF THE CENTER LINE OF
 NL0459'THE DIRT ROAD LEADING NORTH, 85 FEET EAST OF THE NORTHEAST
 NL0459'CORNER OF A WHITE FARMHOUSE, 15 FEET SOUTH OF THE CENTER LINE
 NL0459'OF A DIRT ROAD LEADING WEST AND UP HILL, 11 FEET EAST OF A
 NL0459'FORKED ELM TREE, 1.3 FEET WEST OF A REFERENCE POST, AND SET
 NL0459'IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 NL0459'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0028 ***********************************************************************
 MJ0028  DESIGNATION -  V 161
 MJ0028  PID         -  MJ0028
 MJ0028  STATE/COUNTY-  IA/DALLAS
 MJ0028  USGS QUAD   -  ADEL (1982)
 MJ0028
 MJ0028                         *CURRENT SURVEY CONTROL
 MJ0028  ___________________________________________________________________
 MJ0028* NAD 83(1986)-  41 31 33.     (N)    094 00 45.     (W)     SCALED    
 MJ0028* NAVD 88     -       282.773  (meters)     927.73   (feet)  ADJUSTED  
 MJ0028  ___________________________________________________________________
 MJ0028  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 MJ0028  DYNAMIC HT  -         282.647 (meters)     927.32  (feet)  COMP
 MJ0028  MODELED GRAV-     980,170.8   (mgal)                       NAVD 88
 MJ0028
 MJ0028  VERT ORDER  -  FIRST     CLASS II
 MJ0028
 MJ0028.The horizontal coordinates were scaled from a topographic map and have
 MJ0028.an estimated accuracy of +/- 6 seconds.
 MJ0028
 MJ0028.The orthometric height was determined by differential leveling
 MJ0028.and adjusted by the National Geodetic Survey in June 1991..
 MJ0028
 MJ0028.The geoid height was determined by GEOID03.
 MJ0028
 MJ0028.The dynamic height is computed by dividing the NAVD 88
 MJ0028.geopotential number by the normal gravity value computed on the
 MJ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0028.degrees latitude (g = 980.6199 gals.).
 MJ0028
 MJ0028.The modeled gravity was interpolated from observed gravity values.
 MJ0028
 MJ0028;                    North         East    Units  Estimated Accuracy
 MJ0028;SPC IA S     -   169,570.      457,230.      MT  (+/- 180 meters Scaled)
 MJ0028
 MJ0028                          SUPERSEDED SURVEY CONTROL
 MJ0028
 MJ0028  NGVD 29 (??/??/92)  282.712  (m)          927.53   (f) ADJ UNCH    1 2
 MJ0028
 MJ0028.Superseded values are not recommended for survey control.
 MJ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0028.See file dsdata.txt to determine how the superseded data were derived.
 MJ0028
 MJ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF155976(NAD 83)
 MJ0028_MARKER: DB = BENCH MARK DISK
 MJ0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0028_SP_SET: CURB
 MJ0028_STAMPING: V 161 1950
 MJ0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0028
 MJ0028  HISTORY     - Date     Condition        Report By
 MJ0028  HISTORY     - 1950     MONUMENTED       CGS
 MJ0028
 MJ0028                          STATION DESCRIPTION
 MJ0028
 MJ0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0028'AT DE SOTO.
 MJ0028'AT DE SOTO, 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SCHOOL
 MJ0028'BUILDING, THENCE 0.6 MILE SOUTH ALONG U.S. HIGHWAY 169, 13.5 FEET
 MJ0028'WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 MJ0028'WEST CURB AT THE NORTH END OF A CONCRETE BRIDGE OVER THE CHICAGO,
 MJ0028'ROCK ISLAND AND PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0417 ***********************************************************************
 MJ0417  DESIGNATION -  V 162
 MJ0417  PID         -  MJ0417
 MJ0417  STATE/COUNTY-  IA/CASS
 MJ0417  USGS QUAD   -  ATLANTIC (1971)
 MJ0417
 MJ0417                         *CURRENT SURVEY CONTROL
 MJ0417  ___________________________________________________________________
 MJ0417* NAD 83(1986)-  41 25 17.     (N)    095 03 02.     (W)     SCALED    
 MJ0417* NAVD 88     -       355.474  (meters)    1166.25   (feet)  ADJUSTED  
 MJ0417  ___________________________________________________________________
 MJ0417  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 MJ0417  DYNAMIC HT  -         355.344 (meters)    1165.82  (feet)  COMP
 MJ0417  MODELED GRAV-     980,244.6   (mgal)                       NAVD 88
 MJ0417
 MJ0417  VERT ORDER  -  FIRST     CLASS II
 MJ0417
 MJ0417.The horizontal coordinates were scaled from a topographic map and have
 MJ0417.an estimated accuracy of +/- 6 seconds.
 MJ0417
 MJ0417.The orthometric height was determined by differential leveling
 MJ0417.and adjusted by the National Geodetic Survey in June 1991..
 MJ0417
 MJ0417.The geoid height was determined by GEOID03.
 MJ0417
 MJ0417.The dynamic height is computed by dividing the NAVD 88
 MJ0417.geopotential number by the normal gravity value computed on the
 MJ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0417.degrees latitude (g = 980.6199 gals.).
 MJ0417
 MJ0417.The modeled gravity was interpolated from observed gravity values.
 MJ0417
 MJ0417;                    North         East    Units  Estimated Accuracy
 MJ0417;SPC IA S     -   159,000.      370,390.      MT  (+/- 180 meters Scaled)
 MJ0417
 MJ0417                          SUPERSEDED SURVEY CONTROL
 MJ0417
 MJ0417  NGVD 29 (??/??/92)  355.412  (m)         1166.05   (f) ADJ UNCH    1 2
 MJ0417
 MJ0417.Superseded values are not recommended for survey control.
 MJ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0417.See file dsdata.txt to determine how the superseded data were derived.
 MJ0417
 MJ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF286875(NAD 83)
 MJ0417_MARKER: DB = BENCH MARK DISK
 MJ0417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0417_SP_SET: BRIDGE
 MJ0417_STAMPING: V 162 1950
 MJ0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0417
 MJ0417  HISTORY     - Date     Condition        Report By
 MJ0417  HISTORY     - 1950     MONUMENTED       CGS
 MJ0417  HISTORY     - 1969     MARK NOT FOUND   USGS
 MJ0417
 MJ0417                          STATION DESCRIPTION
 MJ0417
 MJ0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0417'2.2 MI NW FROM ATLANTIC.
 MJ0417'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE AMERICAN
 MJ0417'LEGION MEMORIAL BUILDING AT ATLANTIC, 23 FEET SOUTHWEST OF THE
 MJ0417'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF
 MJ0417'THE SOUTH ABUTMENT OF A 12 FOOT CONCRETE BRIDGE.
 MJ0417
 MJ0417                          STATION RECOVERY (1969)
 MJ0417
 MJ0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MJ0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0420 ***********************************************************************
 MJ0420  DESIGNATION -  V 163
 MJ0420  PID         -  MJ0420
 MJ0420  STATE/COUNTY-  IA/CASS
 MJ0420  USGS QUAD   -  ATLANTIC (1971)
 MJ0420
 MJ0420                         *CURRENT SURVEY CONTROL
 MJ0420  ___________________________________________________________________
 MJ0420* NAD 83(1986)-  41 24 15.     (N)    095 02 45.     (W)     SCALED    
 MJ0420* NAVD 88     -       349.222  (meters)    1145.74   (feet)  ADJUSTED  
 MJ0420  ___________________________________________________________________
 MJ0420  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 MJ0420  DYNAMIC HT  -         349.094 (meters)    1145.32  (feet)  COMP
 MJ0420  MODELED GRAV-     980,244.8   (mgal)                       NAVD 88
 MJ0420
 MJ0420  VERT ORDER  -  FIRST     CLASS II
 MJ0420
 MJ0420.This mark is at Atlantic Municipal Airport (AIO)
 MJ0420
 MJ0420.The horizontal coordinates were scaled from a topographic map and have
 MJ0420.an estimated accuracy of +/- 6 seconds.
 MJ0420
 MJ0420.The orthometric height was determined by differential leveling
 MJ0420.and adjusted by the National Geodetic Survey in June 1991..
 MJ0420
 MJ0420.The geoid height was determined by GEOID03.
 MJ0420
 MJ0420.The dynamic height is computed by dividing the NAVD 88
 MJ0420.geopotential number by the normal gravity value computed on the
 MJ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0420.degrees latitude (g = 980.6199 gals.).
 MJ0420
 MJ0420.The modeled gravity was interpolated from observed gravity values.
 MJ0420
 MJ0420;                    North         East    Units  Estimated Accuracy
 MJ0420;SPC IA S     -   157,080.      370,750.      MT  (+/- 180 meters Scaled)
 MJ0420
 MJ0420                          SUPERSEDED SURVEY CONTROL
 MJ0420
 MJ0420  NGVD 29 (??/??/92)  349.162  (m)         1145.54   (f) ADJ UNCH    1 2
 MJ0420
 MJ0420.Superseded values are not recommended for survey control.
 MJ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0420.See file dsdata.txt to determine how the superseded data were derived.
 MJ0420
 MJ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF289856(NAD 83)
 MJ0420_MARKER: DB = BENCH MARK DISK
 MJ0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0420_STAMPING: V 163 1950
 MJ0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0420+STABILITY: SURFACE MOTION
 MJ0420
 MJ0420  HISTORY     - Date     Condition        Report By
 MJ0420  HISTORY     - 1950     MONUMENTED       CGS
 MJ0420
 MJ0420                          STATION DESCRIPTION
 MJ0420
 MJ0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0420'1.8 MI W FROM ATLANTIC.
 MJ0420'1.8 MILES WEST ALONG COUNTY ROAD C FROM THE NORTHWEST CORNER
 MJ0420'OF THE CITY PARK AT ATLANTIC, AT THE ATLANTIC AIRPORT, 235 FEET
 MJ0420'NORTH OF THE CENTER LINE OF THE COUNTY ROAD, 61 FEET WEST OF
 MJ0420'THE SOUTHEAST CORNER OF A HANGAR, 11 FEET SOUTH OF THE SOUTHWEST
 MJ0420'CORNER OF THE HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0420'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0482 ***********************************************************************
 OP0482  DESIGNATION -  V 17
 OP0482  PID         -  OP0482
 OP0482  STATE/COUNTY-  IA/O BRIEN
 OP0482  USGS QUAD   -  HARTLEY (1970)
 OP0482
 OP0482                         *CURRENT SURVEY CONTROL
 OP0482  ___________________________________________________________________
 OP0482* NAD 83(1986)-  43 10 40.     (N)    095 28 30.     (W)     SCALED    
 OP0482* NAVD 88     -       444.624  (meters)    1458.74   (feet)  ADJUSTED  
 OP0482  ___________________________________________________________________
 OP0482  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 OP0482  DYNAMIC HT  -         444.486 (meters)    1458.28  (feet)  COMP
 OP0482  MODELED GRAV-     980,297.0   (mgal)                       NAVD 88
 OP0482
 OP0482  VERT ORDER  -  SECOND    CLASS 0
 OP0482
 OP0482.The horizontal coordinates were scaled from a topographic map and have
 OP0482.an estimated accuracy of +/- 6 seconds.
 OP0482
 OP0482.The orthometric height was determined by differential leveling
 OP0482.and adjusted by the National Geodetic Survey in June 1991..
 OP0482
 OP0482.The geoid height was determined by GEOID03.
 OP0482
 OP0482.The dynamic height is computed by dividing the NAVD 88
 OP0482.geopotential number by the normal gravity value computed on the
 OP0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0482.degrees latitude (g = 980.6199 gals.).
 OP0482
 OP0482.The modeled gravity was interpolated from observed gravity values.
 OP0482
 OP0482;                    North         East    Units  Estimated Accuracy
 OP0482;SPC IA N     - 1,188,240.    1,339,440.      MT  (+/- 180 meters Scaled)
 OP0482
 OP0482                          SUPERSEDED SURVEY CONTROL
 OP0482
 OP0482  NGVD 29 (??/??/92)  444.446  (m)         1458.15   (f) ADJ UNCH    2 0
 OP0482
 OP0482.Superseded values are not recommended for survey control.
 OP0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0482.See file dsdata.txt to determine how the superseded data were derived.
 OP0482
 OP0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH988835(NAD 83)
 OP0482_MARKER: DB = BENCH MARK DISK
 OP0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0482_STAMPING: V 17 1934
 OP0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0482+STABILITY: SURFACE MOTION
 OP0482
 OP0482  HISTORY     - Date     Condition        Report By
 OP0482  HISTORY     - 1934     MONUMENTED       CGS
 OP0482
 OP0482                          STATION DESCRIPTION
 OP0482
 OP0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0482'IN HARTLEY.
 OP0482'AT HARTLEY, OBRIEN COUNTY, 140 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 OP0482'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 46.1
 OP0482'FEET SOUTHEAST OF THE EAST END OF THE SWITCH ON A SIDE TRACK, 33.0
 OP0482'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 16.3 FEET SOUTH OF THE
 OP0482'SOUTH RAIL OF THE SIDE TRACK, AND 1.3 FEET NORTH OF THE RIGHT-OF-WAY
 OP0482'FENCE.  A STANDARD DISK, STAMPED V 17 1934 AND SET IN THE TOP OF A
 OP0482'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0138 ***********************************************************************
 NJ0138  DESIGNATION -  V 175
 NJ0138  PID         -  NJ0138
 NJ0138  STATE/COUNTY-  IA/JACKSON
 NJ0138  USGS QUAD   -  BELLEVUE (1968)
 NJ0138
 NJ0138                         *CURRENT SURVEY CONTROL
 NJ0138  ___________________________________________________________________
 NJ0138* NAD 83(1986)-  42 16 29.     (N)    090 25 54.     (W)     SCALED    
 NJ0138* NAVD 88     -       191.337  (meters)     627.74   (feet)  ADJUSTED  
 NJ0138  ___________________________________________________________________
 NJ0138  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 NJ0138  DYNAMIC HT  -         191.277 (meters)     627.55  (feet)  COMP
 NJ0138  MODELED GRAV-     980,300.6   (mgal)                       NAVD 88
 NJ0138
 NJ0138  VERT ORDER  -  FIRST     CLASS I
 NJ0138
 NJ0138.The horizontal coordinates were scaled from a topographic map and have
 NJ0138.an estimated accuracy of +/- 6 seconds.
 NJ0138
 NJ0138.The orthometric height was determined by differential leveling
 NJ0138.and adjusted by the National Geodetic Survey in June 1991..
 NJ0138
 NJ0138.The geoid height was determined by GEOID03.
 NJ0138
 NJ0138.The dynamic height is computed by dividing the NAVD 88
 NJ0138.geopotential number by the normal gravity value computed on the
 NJ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0138.degrees latitude (g = 980.6199 gals.).
 NJ0138
 NJ0138.The modeled gravity was interpolated from observed gravity values.
 NJ0138
 NJ0138;                    North         East    Units  Estimated Accuracy
 NJ0138;SPC IA N     - 1,090,650.    1,753,050.      MT  (+/- 180 meters Scaled)
 NJ0138
 NJ0138                          SUPERSEDED SURVEY CONTROL
 NJ0138
 NJ0138  NGVD 29 (??/??/92)  191.379  (m)          627.88   (f) ADJ UNCH    1 1
 NJ0138
 NJ0138.Superseded values are not recommended for survey control.
 NJ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0138.See file dsdata.txt to determine how the superseded data were derived.
 NJ0138
 NJ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG117834(NAD 83)
 NJ0138_MARKER: DB = BENCH MARK DISK
 NJ0138_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0138_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0138_STAMPING: V 175 1970
 NJ0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0138
 NJ0138  HISTORY     - Date     Condition        Report By
 NJ0138  HISTORY     - 1970     MONUMENTED       NGS
 NJ0138  HISTORY     - 1988     GOOD             USPSQD
 NJ0138  HISTORY     - 19940826 GOOD             USPSQD
 NJ0138  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0138  HISTORY     - 20060529 POOR             GEOCAC
 NJ0138
 NJ0138                          STATION DESCRIPTION
 NJ0138
 NJ0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0138'1.2 MI N FROM BELLEVUE.
 NJ0138'ABOUT 1.25 MILES NORTH ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0138'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, 53
 NJ0138'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 37.6 FEET EAST
 NJ0138'OF THE EAST RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NJ0138'RAILROAD, 63 FEET SOUTHEAST OF THE CENTER OF A CROSSING OF THE
 NJ0138'TRACK AND A ROAD, 6.5 FEET SOUTH OF A POWER POLE, 2.5 FEET NORTH
 NJ0138'OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 NJ0138'HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 NJ0138'2 INCHES.  SECTION 12, T86N, R4E.
 NJ0138
 NJ0138                          STATION RECOVERY (1988)
 NJ0138
 NJ0138'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0138'RECOVERED IN GOOD CONDITION.
 NJ0138
 NJ0138                          STATION RECOVERY (1994)
 NJ0138
 NJ0138'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0138'RECOVERED IN GOOD CONDITION.
 NJ0138
 NJ0138                          STATION RECOVERY (2001)
 NJ0138
 NJ0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0138'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0138
 NJ0138                          STATION RECOVERY (2006)
 NJ0138
 NJ0138'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0138'RAILROAD SIDING HAS BEEN REMOVED AND HIGHWAY HAS BEEN REGRADED. CHANGE
 NJ0138'DESCRIPTION AS FOLLOWS - MARK IS 50 FEET EAST OF THE EAST RAIL OF THE
 NJ0138'I,C AND E RAILROAD MAIN TRACK, 5 FEET SOUTH OF A POWER POLE AND
 NJ0138'ADJACENT TO A METAL STAKE.
 NJ0138' 
 NJ0138'DISK IS MARRED CONSISTENT WITH BEING RUN OVER WITH EARTH MOVING
 NJ0138'EQUIPMENT AND ITS VERTICAL POSITION MAY NOT BE WITHIN ORIGINAL
 NJ0138'PRECISION.
 NJ0138' 
 NJ0138'HANDHELD COORDINATES - 42 16 28.8 N 090 25 54.6 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0280 ***********************************************************************
 NJ0280  DESIGNATION -  V 176
 NJ0280  PID         -  NJ0280
 NJ0280  STATE/COUNTY-  IA/DUBUQUE
 NJ0280  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0280
 NJ0280                         *CURRENT SURVEY CONTROL
 NJ0280  ___________________________________________________________________
 NJ0280* NAD 83(1986)-  42 28 11.     (N)    090 40 21.     (W)     SCALED    
 NJ0280* NAVD 88     -       211.737  (meters)     694.67   (feet)  ADJUSTED  
 NJ0280  ___________________________________________________________________
 NJ0280  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 NJ0280  DYNAMIC HT  -         211.671 (meters)     694.46  (feet)  COMP
 NJ0280  MODELED GRAV-     980,307.2   (mgal)                       NAVD 88
 NJ0280
 NJ0280  VERT ORDER  -  FIRST     CLASS I
 NJ0280
 NJ0280.The horizontal coordinates were scaled from a topographic map and have
 NJ0280.an estimated accuracy of +/- 6 seconds.
 NJ0280
 NJ0280.The orthometric height was determined by differential leveling
 NJ0280.and adjusted by the National Geodetic Survey in June 1991..
 NJ0280
 NJ0280.The geoid height was determined by GEOID03.
 NJ0280
 NJ0280.The dynamic height is computed by dividing the NAVD 88
 NJ0280.geopotential number by the normal gravity value computed on the
 NJ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0280.degrees latitude (g = 980.6199 gals.).
 NJ0280
 NJ0280.The modeled gravity was interpolated from observed gravity values.
 NJ0280
 NJ0280;                    North         East    Units  Estimated Accuracy
 NJ0280;SPC IA N     - 1,111,600.    1,732,480.      MT  (+/- 180 meters Scaled)
 NJ0280
 NJ0280                          SUPERSEDED SURVEY CONTROL
 NJ0280
 NJ0280  NGVD 29 (??/??/92)  211.788  (m)          694.84   (f) ADJ UNCH    1 1
 NJ0280
 NJ0280.Superseded values are not recommended for survey control.
 NJ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0280.See file dsdata.txt to determine how the superseded data were derived.
 NJ0280
 NJ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH913045(NAD 83)
 NJ0280_MARKER: DB = BENCH MARK DISK
 NJ0280_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0280_SP_SET: ROCK OUTCROP
 NJ0280_STAMPING: V 176 1970
 NJ0280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0280+STABILITY: POSITION/ELEVATION WELL
 NJ0280
 NJ0280  HISTORY     - Date     Condition        Report By
 NJ0280  HISTORY     - 1970     MONUMENTED       NGS
 NJ0280  HISTORY     - 20030727 MARK NOT FOUND   USPSQD
 NJ0280
 NJ0280                          STATION DESCRIPTION
 NJ0280
 NJ0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0280'2 MI S FROM DUBUQUE.
 NJ0280'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0280'AT DUBUQUE, THENCE 1.55 MILES SOUTH ALONG U.S. HIGHWAYS 52, 61
 NJ0280'AND 151, 0.5 MILE SOUTH OF THE GRAND AVENUE OVERPASS, 0.25 MILE
 NJ0280'NORTH OF THE NORTH END OF THE HIGHWAY BRIDGE OVER THE CATFISH
 NJ0280'CREEK, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 NJ0280'THE TOP OF A ROCK OUTCROP AT THE BASE OF A ROCK CLIFF, 4 FEET
 NJ0280'EAST OF THE EAST FACE OF THE CLIFF, AND ABOUT 3 FEET BELOW THE
 NJ0280'LEVEL OF THE HIGHWAY.  SECTION 1, T 88N, R 2E.
 NJ0280
 NJ0280                          STATION RECOVERY (2003)
 NJ0280
 NJ0280'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0362 ***********************************************************************
 NJ0362  DESIGNATION -  V 177
 NJ0362  PID         -  NJ0362
 NJ0362  STATE/COUNTY-  IA/DUBUQUE
 NJ0362  USGS QUAD   -  SHERRILL (1972)
 NJ0362
 NJ0362                         *CURRENT SURVEY CONTROL
 NJ0362  ___________________________________________________________________
 NJ0362* NAD 83(1986)-  42 34 22.     (N)    090 51 07.     (W)     SCALED    
 NJ0362* NAVD 88     -       272.216  (meters)     893.10   (feet)  ADJUSTED  
 NJ0362  ___________________________________________________________________
 NJ0362  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 NJ0362  DYNAMIC HT  -         272.132 (meters)     892.82  (feet)  COMP
 NJ0362  MODELED GRAV-     980,305.1   (mgal)                       NAVD 88
 NJ0362
 NJ0362  VERT ORDER  -  FIRST     CLASS I
 NJ0362
 NJ0362.The horizontal coordinates were scaled from a topographic map and have
 NJ0362.an estimated accuracy of +/- 6 seconds.
 NJ0362
 NJ0362.The orthometric height was determined by differential leveling
 NJ0362.and adjusted by the National Geodetic Survey in June 1991..
 NJ0362
 NJ0362.The geoid height was determined by GEOID03.
 NJ0362
 NJ0362.The dynamic height is computed by dividing the NAVD 88
 NJ0362.geopotential number by the normal gravity value computed on the
 NJ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0362.degrees latitude (g = 980.6199 gals.).
 NJ0362
 NJ0362.The modeled gravity was interpolated from observed gravity values.
 NJ0362
 NJ0362;                    North         East    Units  Estimated Accuracy
 NJ0362;SPC IA N     - 1,122,570.    1,717,370.      MT  (+/- 180 meters Scaled)
 NJ0362
 NJ0362                          SUPERSEDED SURVEY CONTROL
 NJ0362
 NJ0362  NGVD 29 (??/??/92)  272.256  (m)          893.23   (f) ADJ UNCH    1 1
 NJ0362
 NJ0362.Superseded values are not recommended for survey control.
 NJ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0362.See file dsdata.txt to determine how the superseded data were derived.
 NJ0362
 NJ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH762156(NAD 83)
 NJ0362_MARKER: DB = BENCH MARK DISK
 NJ0362_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0362_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0362_STAMPING: V 177 1970
 NJ0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0362
 NJ0362  HISTORY     - Date     Condition        Report By
 NJ0362  HISTORY     - 1970     MONUMENTED       NGS
 NJ0362  HISTORY     - 20010331 POOR             NGS
 NJ0362
 NJ0362                          STATION DESCRIPTION
 NJ0362
 NJ0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0362'8.2 MI W FROM SAGEVILLE.
 NJ0362'ABOUT 8.15 MILES WEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0362'FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE,
 NJ0362'0.1 MILE SOUTHEAST OF A FARMHOUSE, 53 FEET NORTHWEST OF THE
 NJ0362'CENTER LINE OF THE HIGHWAY, 27 FEET NORTHEAST OF THE CENTER LINE
 NJ0362'OF A DRIVEWAY, 74 1/2 FEET SOUTHEAST OF A 28-INCH COTTONWOOD
 NJ0362'TREE, 28 FEET SOUTH OF A POWER POLE WHICH IS BRACED BY TWO GUY
 NJ0362'WIRES, 22 FEET NORTHWEST OF A CORNER FENCE POST, 0.8 FOOT
 NJ0362'SOUTHWEST OF A FENCE, 0.6 FOOT SOUTHEAST OF A METAL WITNESS POST,
 NJ0362'ABOUT 5 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND BRAZED ON
 NJ0362'THE TOP OF A 3-INCH IRON PIPE PROJECTING 1 INCH.  SECTION 28,
 NJ0362'T90N, R1E.
 NJ0362
 NJ0362                          STATION RECOVERY (2001)
 NJ0362
 NJ0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0362'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0251 ***********************************************************************
 NJ0251  DESIGNATION -  V 178
 NJ0251  PID         -  NJ0251
 NJ0251  STATE/COUNTY-  IA/DUBUQUE
 NJ0251  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0251
 NJ0251                         *CURRENT SURVEY CONTROL
 NJ0251  ___________________________________________________________________
 NJ0251* NAD 83(1986)-  42 26 15.     (N)    090 40 53.     (W)     SCALED    
 NJ0251* NAVD 88     -       231.528  (meters)     759.60   (feet)  ADJUSTED  
 NJ0251  ___________________________________________________________________
 NJ0251  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 NJ0251  DYNAMIC HT  -         231.455 (meters)     759.37  (feet)  COMP
 NJ0251  MODELED GRAV-     980,297.2   (mgal)                       NAVD 88
 NJ0251
 NJ0251  VERT ORDER  -  FIRST     CLASS I
 NJ0251
 NJ0251.The horizontal coordinates were scaled from a topographic map and have
 NJ0251.an estimated accuracy of +/- 6 seconds.
 NJ0251
 NJ0251.The orthometric height was determined by differential leveling
 NJ0251.and adjusted by the National Geodetic Survey in June 1991..
 NJ0251
 NJ0251.The geoid height was determined by GEOID03.
 NJ0251
 NJ0251.The dynamic height is computed by dividing the NAVD 88
 NJ0251.geopotential number by the normal gravity value computed on the
 NJ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0251.degrees latitude (g = 980.6199 gals.).
 NJ0251
 NJ0251.The modeled gravity was interpolated from observed gravity values.
 NJ0251
 NJ0251;                    North         East    Units  Estimated Accuracy
 NJ0251;SPC IA N     - 1,108,000.    1,731,860.      MT  (+/- 180 meters Scaled)
 NJ0251
 NJ0251                          SUPERSEDED SURVEY CONTROL
 NJ0251
 NJ0251  NGVD 29 (??/??/92)  231.577  (m)          759.77   (f) ADJ UNCH    1 1
 NJ0251
 NJ0251.Superseded values are not recommended for survey control.
 NJ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0251.See file dsdata.txt to determine how the superseded data were derived.
 NJ0251
 NJ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH907009(NAD 83)
 NJ0251_MARKER: DB = BENCH MARK DISK
 NJ0251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0251_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0251_STAMPING: V 178 1970
 NJ0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0251
 NJ0251  HISTORY     - Date     Condition        Report By
 NJ0251  HISTORY     - 1970     MONUMENTED       NGS
 NJ0251
 NJ0251                          STATION DESCRIPTION
 NJ0251
 NJ0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0251'4.2 MI S FROM DUBUQUE.
 NJ0251'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0251'AT DUBUQUE, THENCE 2.4 MILES SOUTH ALONG U.S. HIGHWAYS 52, 61
 NJ0251'AND 151, THENCE 1.35 MILES SOUTH ALONG U.S. HIGHWAY 61, 0.35
 NJ0251'MILE SOUTHEAST OF THE MOUNT OLIVE CHURCH AND CEMETERY, 0.2
 NJ0251'MILE NORTH OF A CURVE IN THE HIGHWAY, 102 FEET EAST OF THE
 NJ0251'CENTER LINE OF THE NORTHBOUND TRAFFIC LANE OF THE HIGHWAY,
 NJ0251'59 1/2 FEET SOUTH OF A CORNER FENCE POST, 1.0 FOOT WEST OF A
 NJ0251'FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 12 FEET
 NJ0251'BELOW THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH
 NJ0251'IRON PIPE PROJECTING 4 INCHES.  SECTION 12, T 88N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0453 ***********************************************************************
 NJ0453  DESIGNATION -  V 179
 NJ0453  PID         -  NJ0453
 NJ0453  STATE/COUNTY-  IA/CLAYTON
 NJ0453  USGS QUAD   -  GUTTENBERG (1978)
 NJ0453
 NJ0453                         *CURRENT SURVEY CONTROL
 NJ0453  ___________________________________________________________________
 NJ0453* NAD 83(1986)-  42 47 09.     (N)    091 05 31.     (W)     SCALED    
 NJ0453* NAVD 88     -       189.983  (meters)     623.30   (feet)  ADJUSTED  
 NJ0453  ___________________________________________________________________
 NJ0453  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 NJ0453  DYNAMIC HT  -         189.931 (meters)     623.13  (feet)  COMP
 NJ0453  MODELED GRAV-     980,345.9   (mgal)                       NAVD 88
 NJ0453
 NJ0453  VERT ORDER  -  FIRST     CLASS I
 NJ0453
 NJ0453.The horizontal coordinates were scaled from a topographic map and have
 NJ0453.an estimated accuracy of +/- 6 seconds.
 NJ0453
 NJ0453.The orthometric height was determined by differential leveling
 NJ0453.and adjusted by the National Geodetic Survey in June 1991..
 NJ0453
 NJ0453.The geoid height was determined by GEOID03.
 NJ0453
 NJ0453.The dynamic height is computed by dividing the NAVD 88
 NJ0453.geopotential number by the normal gravity value computed on the
 NJ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0453.degrees latitude (g = 980.6199 gals.).
 NJ0453
 NJ0453.The modeled gravity was interpolated from observed gravity values.
 NJ0453
 NJ0453;                    North         East    Units  Estimated Accuracy
 NJ0453;SPC IA N     - 1,145,630.    1,697,000.      MT  (+/- 180 meters Scaled)
 NJ0453
 NJ0453                          SUPERSEDED SURVEY CONTROL
 NJ0453
 NJ0453  NGVD 29 (??/??/92)  190.030  (m)          623.46   (f) ADJ UNCH    1 1
 NJ0453
 NJ0453.Superseded values are not recommended for survey control.
 NJ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0453.See file dsdata.txt to determine how the superseded data were derived.
 NJ0453
 NJ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH560387(NAD 83)
 NJ0453_MARKER: DB = BENCH MARK DISK
 NJ0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0453_SP_SET: WALL
 NJ0453_STAMPING: V 179 1970
 NJ0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0453
 NJ0453  HISTORY     - Date     Condition        Report By
 NJ0453  HISTORY     - 1970     MONUMENTED       NGS
 NJ0453  HISTORY     - 19950503 GOOD             USPSQD
 NJ0453
 NJ0453                          STATION DESCRIPTION
 NJ0453
 NJ0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0453'0.2 MI E FROM GUTTENBERG.
 NJ0453'ABOUT 0.25 MILE EAST ACROSS THE MAIN SUPER STRUCTURE AND PIERS
 NJ0453'FROM THE CENTRAL CONTROL BUILDING AT LOCK AND DAM NUMBER 10 AT
 NJ0453'GUTTENBERG, 5.2 FEET NORTH OF THE FIFTH CONCRETE PILLAR FROM
 NJ0453'THE EAST END OF THE DAM, SET IN THE TOP AND 1.0 FOOT EAST OF THE
 NJ0453'WEST EDGE OF THE EAST CONCRETE WALL OF THE LOCK AND DAM, AT THE
 NJ0453'TOP OF A LADDER WHICH IS LOCATED ON THE WEST FACE OF THE WALL,
 NJ0453'AND ABOUT LEVEL WITH THE SURFACE OF THE GROUND.  SECTION 16,
 NJ0453'T 92N, R 2W.
 NJ0453
 NJ0453                          STATION RECOVERY (1995)
 NJ0453
 NJ0453'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0113 ***********************************************************************
 OP0113  DESIGNATION -  V 18
 OP0113  PID         -  OP0113
 OP0113  STATE/COUNTY-  IA/PALO ALTO
 OP0113  USGS QUAD   -  WHITTEMORE (1980)
 OP0113
 OP0113                         *CURRENT SURVEY CONTROL
 OP0113  ___________________________________________________________________
 OP0113* NAD 83(1986)-  43 04 04.     (N)    094 26 34.     (W)     SCALED    
 OP0113* NAVD 88     -       369.295  (meters)    1211.60   (feet)  ADJUSTED  
 OP0113  ___________________________________________________________________
 OP0113  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 OP0113  DYNAMIC HT  -         369.192 (meters)    1211.26  (feet)  COMP
 OP0113  MODELED GRAV-     980,332.0   (mgal)                       NAVD 88
 OP0113
 OP0113  VERT ORDER  -  SECOND    CLASS 0
 OP0113
 OP0113.The horizontal coordinates were scaled from a topographic map and have
 OP0113.an estimated accuracy of +/- 6 seconds.
 OP0113
 OP0113.The orthometric height was determined by differential leveling
 OP0113.and adjusted by the National Geodetic Survey in June 1991..
 OP0113
 OP0113.The geoid height was determined by GEOID03.
 OP0113
 OP0113.The dynamic height is computed by dividing the NAVD 88
 OP0113.geopotential number by the normal gravity value computed on the
 OP0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0113.degrees latitude (g = 980.6199 gals.).
 OP0113
 OP0113.The modeled gravity was interpolated from observed gravity values.
 OP0113
 OP0113;                    North         East    Units  Estimated Accuracy
 OP0113;SPC IA N     - 1,174,580.    1,423,210.      MT  (+/- 180 meters Scaled)
 OP0113
 OP0113                          SUPERSEDED SURVEY CONTROL
 OP0113
 OP0113  NGVD 29 (??/??/92)  369.230  (m)         1211.38   (f) ADJ UNCH    2 0
 OP0113
 OP0113.Superseded values are not recommended for survey control.
 OP0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0113.See file dsdata.txt to determine how the superseded data were derived.
 OP0113
 OP0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH825693(NAD 83)
 OP0113_MARKER: DB = BENCH MARK DISK
 OP0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0113_STAMPING: V 18 1934
 OP0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0113+STABILITY: SURFACE MOTION
 OP0113
 OP0113  HISTORY     - Date     Condition        Report By
 OP0113  HISTORY     - 1934     MONUMENTED       CGS
 OP0113
 OP0113                          STATION DESCRIPTION
 OP0113
 OP0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0113'0.9 MI W FROM WHITTEMORE.
 OP0113'IN PALO ALTO COUNTY, 0.9 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST.
 OP0113'PAUL AND PACIFIC RAILROAD FROM WHITTEMORE, KOSSUTH COUNTY, 0.3 MILE
 OP0113'EAST OF MILEPOST 181, 43 FEET WEST OF THE CENTER OF A SECTION ROAD
 OP0113'CROSSING, 46 FEET NORTH OF THE NORTH RAIL, 13.1 FEET WEST OF A CORNER
 OP0113'OF THE RIGHT-OF-WAY FENCE, AND 1.8 FEET SOUTH OF THE RIGHT-OF-WAY
 OP0113'FENCE.  A STANDARD DISK, STAMPED V 18 1934 AND SET IN THE TOP OF A
 OP0113'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1388 ***********************************************************************
 MJ1388  DESIGNATION -  V 180
 MJ1388  PID         -  MJ1388
 MJ1388  STATE/COUNTY-  IA/HARRISON
 MJ1388  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ1388
 MJ1388                         *CURRENT SURVEY CONTROL
 MJ1388  ___________________________________________________________________
 MJ1388* NAD 83(1986)-  41 33 00.     (N)    095 55 03.     (W)     SCALED    
 MJ1388* NAVD 88     -       305.722  (meters)    1003.02   (feet)  ADJUSTED  
 MJ1388  ___________________________________________________________________
 MJ1388  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 MJ1388  DYNAMIC HT  -         305.580 (meters)    1002.56  (feet)  COMP
 MJ1388  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 MJ1388
 MJ1388  VERT ORDER  -  FIRST     CLASS II
 MJ1388
 MJ1388.The horizontal coordinates were scaled from a topographic map and have
 MJ1388.an estimated accuracy of +/- 6 seconds.
 MJ1388
 MJ1388.The orthometric height was determined by differential leveling
 MJ1388.and adjusted by the National Geodetic Survey in June 1991..
 MJ1388
 MJ1388.The geoid height was determined by GEOID03.
 MJ1388
 MJ1388.The dynamic height is computed by dividing the NAVD 88
 MJ1388.geopotential number by the normal gravity value computed on the
 MJ1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1388.degrees latitude (g = 980.6199 gals.).
 MJ1388
 MJ1388.The modeled gravity was interpolated from observed gravity values.
 MJ1388
 MJ1388;                    North         East    Units  Estimated Accuracy
 MJ1388;SPC IA S     -   174,930.      298,340.      MT  (+/- 180 meters Scaled)
 MJ1388
 MJ1388                          SUPERSEDED SURVEY CONTROL
 MJ1388
 MJ1388.No superseded survey control is available for this station.
 MJ1388
 MJ1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG566039(NAD 83)
 MJ1388_MARKER: I = METAL ROD
 MJ1388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1388_SP_SET: STAINLESS STEEL ROD
 MJ1388_STAMPING: V 180 1989
 MJ1388_MARK LOGO: NGS   
 MJ1388_PROJECTION: FLUSH
 MJ1388_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1388+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1388_ROD/PIPE-DEPTH: 7.7  meters
 MJ1388
 MJ1388  HISTORY     - Date     Condition        Report By
 MJ1388  HISTORY     - 1989     MONUMENTED       NGS
 MJ1388
 MJ1388                          STATION DESCRIPTION
 MJ1388
 MJ1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1388'IN MISSOURI VALLEY, AT THE INTERSECTION OF INTERSTATE HIGHWAY 29 AND
 MJ1388'U.S. HIGHWAY 30, 9.0 M (29.5 FT) SOUTH OF THE CENTERLINE OF THE
 MJ1388'WESTBOUND LANES OF THE STATE HIGHWAY, 7.0 M (23.0 FT) WEST OF THE
 MJ1388'CENTER OF THE SOUTHBOUND LANES OF THE INTERSTATE HIGHWAY, 2.2 M
 MJ1388'(7.2 FT) NORTH OF THE MOST WESTERLY 1 OF 4 COLUMNS OF THE CENTER PIER
 MJ1388'OF THE SOUTHBOUND HIGHWAY OVERPASS, 0.5 M (1.6 FT) SOUTH OF A GUARD
 MJ1388'RAIL, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE STATE HIGHWAY, AND 0.3 M
 MJ1388'(1.0 FT) WEST OF A WITNESS POST.   NOTE--ACCESS TO DATUM POINT IS HAD
 MJ1388'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1917 ***********************************************************************
 NM1917  DESIGNATION -  V 181
 NM1917  PID         -  NM1917
 NM1917  STATE/COUNTY-  IA/WOODBURY
 NM1917  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1917
 NM1917                         *CURRENT SURVEY CONTROL
 NM1917  ___________________________________________________________________
 NM1917* NAD 83(1986)-  42 28 32.     (N)    096 23 01.     (W)     SCALED    
 NM1917* NAVD 88     -       335.886  (meters)    1101.99   (feet)  ADJUSTED  
 NM1917  ___________________________________________________________________
 NM1917  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 NM1917  DYNAMIC HT  -         335.779 (meters)    1101.63  (feet)  COMP
 NM1917  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 NM1917
 NM1917  VERT ORDER  -  FIRST     CLASS II
 NM1917
 NM1917.The horizontal coordinates were scaled from a topographic map and have
 NM1917.an estimated accuracy of +/- 6 seconds.
 NM1917
 NM1917.The orthometric height was determined by differential leveling
 NM1917.and adjusted by the National Geodetic Survey in June 1991..
 NM1917
 NM1917.The geoid height was determined by GEOID03.
 NM1917
 NM1917.The dynamic height is computed by dividing the NAVD 88
 NM1917.geopotential number by the normal gravity value computed on the
 NM1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1917.degrees latitude (g = 980.6199 gals.).
 NM1917
 NM1917.The modeled gravity was interpolated from observed gravity values.
 NM1917
 NM1917;                    North         East    Units  Estimated Accuracy
 NM1917;SPC IA N     - 1,112,400.    1,262,940.      MT  (+/- 180 meters Scaled)
 NM1917
 NM1917                          SUPERSEDED SURVEY CONTROL
 NM1917
 NM1917.No superseded survey control is available for this station.
 NM1917
 NM1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN150058(NAD 83)
 NM1917_MARKER: DV = VERTICAL CONTROL DISK
 NM1917_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NM1917_SP_SET: PIER
 NM1917_STAMPING: V 181 1989
 NM1917_MARK LOGO: NGS   
 NM1917_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1917+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NM1917
 NM1917  HISTORY     - Date     Condition        Report By
 NM1917  HISTORY     - 1989     MONUMENTED       NGS
 NM1917
 NM1917                          STATION DESCRIPTION
 NM1917
 NM1917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1917'1.6 KM (1.00 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NM1917'FROM ITS JUNCTION WITH DACE AVENUE IN SIOUX CITY, SET VERTICALLY IN
 NM1917'THE NORTH FACE OF THE 1ST PIER WEST OF THE EAST ABUTMENT OF THE
 NM1917'BURLINGTON NORTHERN RAILROAD BRIDGE SPANNING THE CHICAGO AND
 NM1917'NORTHWESTERN RAILROAD, INTERSTATE HIGHWAY 29 AND THE MISSOURI RIVER,
 NM1917'8.5 M (27.9 FT) WEST OF THE NEAR RAIL OF THE CHICAGO AND NORTHWESTERN
 NM1917'RAILROAD, 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE, AND 0.7 M (2.3 FT)
 NM1917'BELOW THE LEVEL OF THE CHICAGO AND NORTHWESTERN RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1377 ***********************************************************************
 MJ1377  DESIGNATION -  V 182
 MJ1377  PID         -  MJ1377
 MJ1377  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1377  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1377
 MJ1377                         *CURRENT SURVEY CONTROL
 MJ1377  ___________________________________________________________________
 MJ1377* NAD 83(1986)-  41 15 28.     (N)    095 51 04.     (W)     SCALED    
 MJ1377* NAVD 88     -       304.826  (meters)    1000.08   (feet)  ADJUSTED  
 MJ1377  ___________________________________________________________________
 MJ1377  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ1377  DYNAMIC HT  -         304.701 (meters)     999.67  (feet)  COMP
 MJ1377  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 MJ1377
 MJ1377  VERT ORDER  -  FIRST     CLASS II
 MJ1377
 MJ1377.The horizontal coordinates were scaled from a topographic map and have
 MJ1377.an estimated accuracy of +/- 6 seconds.
 MJ1377
 MJ1377.The orthometric height was determined by differential leveling
 MJ1377.and adjusted by the National Geodetic Survey in June 1991..
 MJ1377
 MJ1377.The geoid height was determined by GEOID03.
 MJ1377
 MJ1377.The dynamic height is computed by dividing the NAVD 88
 MJ1377.geopotential number by the normal gravity value computed on the
 MJ1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1377.degrees latitude (g = 980.6199 gals.).
 MJ1377
 MJ1377.The modeled gravity was interpolated from observed gravity values.
 MJ1377
 MJ1377;                    North         East    Units  Estimated Accuracy
 MJ1377;SPC IA S     -   142,340.      303,000.      MT  (+/- 180 meters Scaled)
 MJ1377
 MJ1377                          SUPERSEDED SURVEY CONTROL
 MJ1377
 MJ1377.No superseded survey control is available for this station.
 MJ1377
 MJ1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF611712(NAD 83)
 MJ1377_MARKER: DV = VERTICAL CONTROL DISK
 MJ1377_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MJ1377_SP_SET: WALL
 MJ1377_STAMPING: V 182 1989
 MJ1377_MARK LOGO: NGS   
 MJ1377_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MJ1377+STABILITY: POSITION/ELEVATION WELL
 MJ1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1377+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 MJ1377
 MJ1377  HISTORY     - Date     Condition        Report By
 MJ1377  HISTORY     - 1989     MONUMENTED       NGS
 MJ1377  HISTORY     - 20040903 GOOD             GEOCAC
 MJ1377
 MJ1377                          STATION DESCRIPTION
 MJ1377
 MJ1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1377'IN COUNCIL BLUFFS, AT 209 PEARL STREET, SET VERTICALLY IN THE SOUTH
 MJ1377'FACE OF CITY HALL AT 209 PEARL STREET, 23.9 M (78.4 FT) SOUTH OF THE
 MJ1377'CENTER OF THE MAIN ENTRANCE, 15.7 M (51.5 FT) EAST OF THE CENTERLINE
 MJ1377'OF THE STREET, 1.4 M (4.6 FT) ABOVE THE GROUND SURFACE, AND 0.3 M
 MJ1377'(1.0 FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING.
 MJ1377
 MJ1377                          STATION RECOVERY (2004)
 MJ1377
 MJ1377'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 MJ1377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9191 ***********************************************************************
 AE9191  DESIGNATION -  V 183
 AE9191  PID         -  AE9191
 AE9191  STATE/COUNTY-  IA/JOHNSON
 AE9191  USGS QUAD   -  SWISHER (1994)
 AE9191
 AE9191                         *CURRENT SURVEY CONTROL
 AE9191  ___________________________________________________________________
 AE9191* NAD 83(1986)-  41 49 14.     (N)    091 40 19.     (W)     SCALED    
 AE9191* NAVD 88     -       232.913  (meters)     764.15   (feet)  ADJUSTED  
 AE9191  ___________________________________________________________________
 AE9191  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 AE9191  DYNAMIC HT  -         232.824 (meters)     763.86  (feet)  COMP
 AE9191  MODELED GRAV-     980,234.6   (mgal)                       NAVD 88
 AE9191
 AE9191  VERT ORDER  -  SECOND    CLASS I
 AE9191
 AE9191.The horizontal coordinates were scaled from a topographic map and have
 AE9191.an estimated accuracy of +/- 6 seconds.
 AE9191
 AE9191.The orthometric height was determined by differential leveling
 AE9191.and adjusted by the National Geodetic Survey in July 2002..
 AE9191
 AE9191.The geoid height was determined by GEOID03.
 AE9191
 AE9191.The dynamic height is computed by dividing the NAVD 88
 AE9191.geopotential number by the normal gravity value computed on the
 AE9191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9191.degrees latitude (g = 980.6199 gals.).
 AE9191
 AE9191.The modeled gravity was interpolated from observed gravity values.
 AE9191
 AE9191;                    North         East    Units  Estimated Accuracy
 AE9191;SPC IA S     -   203,770.      651,870.      MT  (+/- 180 meters Scaled)
 AE9191
 AE9191                          SUPERSEDED SURVEY CONTROL
 AE9191
 AE9191.No superseded survey control is available for this station.
 AE9191
 AE9191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG102307(NAD 83)
 AE9191_MARKER: I = METAL ROD
 AE9191_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9191_STAMPING: V 183 1997
 AE9191_MARK LOGO: NGS   
 AE9191_PROJECTION: FLUSH
 AE9191_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9191+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2001
 AE9191_ROD/PIPE-DEPTH: 6.1  meters
 AE9191_SLEEVE-DEPTH  : 0.9 meters
 AE9191
 AE9191  HISTORY     - Date     Condition        Report By
 AE9191  HISTORY     - 1997     MONUMENTED       NGS
 AE9191  HISTORY     - 20010704 GOOD             NGS
 AE9191
 AE9191                          STATION DESCRIPTION
 AE9191
 AE9191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9191'0.3 KM (0.20 MI) NORTHERLY ALONG ROSE AVENUE FROM THE POST OFFICE IN
 AE9191'SWISHER, THENCE 1.6 KM (1.00 MI) EASTERLY ALONG DIVISION STREET AND
 AE9191'COUNTY ROAD F-12, THENCE 3.1 KM (1.90 MI) SOUTHERLY ALONG STATE
 AE9191'HIGHWAY 965, 28.1 M (92.2 FT) WEST OF THE HIGHWAY CENTERLINE, 11.3 M
 AE9191'(37.1 FT) SOUTHEAST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 3 12-1,
 AE9191'4.7 M (15.4 FT) EAST OF A WITNESS POST AND FENCE, 1.5 M (4.9 FT) BELOW
 AE9191'THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0 FT) SOUTH OF A T-JUNCTION
 AE9191'UTILITY POLE WITH 2 GUY CABLES.  NOTE--ACCESS TO THE DATUM POINT IS
 AE9191'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE9191'SPECIFICATIONS FOR A CLASS A MARK.
 AE9191
 AE9191                          STATION RECOVERY (2001)
 AE9191
 AE9191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 AE9191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0161 ***********************************************************************
 OP0161  DESIGNATION -  V 19
 OP0161  PID         -  OP0161
 OP0161  STATE/COUNTY-  IA/EMMET
 OP0161  USGS QUAD   -  SUPERIOR (1972)
 OP0161
 OP0161                         *CURRENT SURVEY CONTROL
 OP0161  ___________________________________________________________________
 OP0161* NAD 83(1986)-  43 25 18.     (N)    094 54 48.     (W)     SCALED    
 OP0161* NAVD 88     -       452.131  (meters)    1483.37   (feet)  ADJUSTED  
 OP0161  ___________________________________________________________________
 OP0161  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 OP0161  DYNAMIC HT  -         452.007 (meters)    1482.96  (feet)  COMP
 OP0161  MODELED GRAV-     980,332.0   (mgal)                       NAVD 88
 OP0161
 OP0161  VERT ORDER  -  SECOND    CLASS 0
 OP0161
 OP0161.The horizontal coordinates were scaled from a topographic map and have
 OP0161.an estimated accuracy of +/- 6 seconds.
 OP0161
 OP0161.The orthometric height was determined by differential leveling
 OP0161.and adjusted by the National Geodetic Survey in June 1991..
 OP0161
 OP0161.The geoid height was determined by GEOID03.
 OP0161
 OP0161.The dynamic height is computed by dividing the NAVD 88
 OP0161.geopotential number by the normal gravity value computed on the
 OP0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0161.degrees latitude (g = 980.6199 gals.).
 OP0161
 OP0161.The modeled gravity was interpolated from observed gravity values.
 OP0161
 OP0161;                    North         East    Units  Estimated Accuracy
 OP0161;SPC IA N     - 1,214,420.    1,385,550.      MT  (+/- 180 meters Scaled)
 OP0161
 OP0161                          SUPERSEDED SURVEY CONTROL
 OP0161
 OP0161  NGVD 29 (??/??/92)  451.999  (m)         1482.93   (f) ADJ UNCH    2 0
 OP0161
 OP0161.Superseded values are not recommended for survey control.
 OP0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0161.See file dsdata.txt to determine how the superseded data were derived.
 OP0161
 OP0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ451094(NAD 83)
 OP0161_MARKER: DB = BENCH MARK DISK
 OP0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0161_STAMPING: V 19 1934
 OP0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0161+STABILITY: SURFACE MOTION
 OP0161
 OP0161  HISTORY     - Date     Condition        Report By
 OP0161  HISTORY     - 1934     MONUMENTED       CGS
 OP0161  HISTORY     - 1970     POOR             USGS
 OP0161
 OP0161                          STATION DESCRIPTION
 OP0161
 OP0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0161'4.8 MI NW FROM ESTHERVILLE.
 OP0161'4.8 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 OP0161'FROM THE STATION AT ESTHERVILLE, EMMET COUNTY, 221 YARDS SOUTHEAST OF
 OP0161'MILEPOST 212, 118 YARDS SOUTHEAST OF THE CENTERLINE OF A SECTION ROAD,
 OP0161'45.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 34.5 FEET
 OP0161'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 9, 11.5 FEET WEST OF THE
 OP0161'FIRST POLE NORTHWEST OF MILEPOLE 211+30, AND 1.5 FEET NORTHWEST OF THE
 OP0161'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 19 1934 AND SET IN THE
 OP0161'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OP0161
 OP0161                          STATION RECOVERY (1970)
 OP0161
 OP0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OP0161'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0079 ***********************************************************************
 NL0079  DESIGNATION -  V 2
 NL0079  PID         -  NL0079
 NL0079  STATE/COUNTY-  IA/WEBSTER
 NL0079  USGS QUAD   -  FORT DODGE SOUTH (1965)
 NL0079
 NL0079                         *CURRENT SURVEY CONTROL
 NL0079  ___________________________________________________________________
 NL0079* NAD 83(1986)-  42 25 38.     (N)    094 09 18.     (W)     SCALED    
 NL0079* NAVD 88     -       342.906  (meters)    1125.02   (feet)  ADJUSTED  
 NL0079  ___________________________________________________________________
 NL0079  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 NL0079  DYNAMIC HT  -         342.809 (meters)    1124.70  (feet)  COMP
 NL0079  MODELED GRAV-     980,329.3   (mgal)                       NAVD 88
 NL0079
 NL0079  VERT ORDER  -  FIRST     CLASS II
 NL0079
 NL0079.The horizontal coordinates were scaled from a topographic map and have
 NL0079.an estimated accuracy of +/- 6 seconds.
 NL0079
 NL0079.The orthometric height was determined by differential leveling
 NL0079.and adjusted by the National Geodetic Survey in June 1991..
 NL0079
 NL0079.The geoid height was determined by GEOID03.
 NL0079
 NL0079.The dynamic height is computed by dividing the NAVD 88
 NL0079.geopotential number by the normal gravity value computed on the
 NL0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0079.degrees latitude (g = 980.6199 gals.).
 NL0079
 NL0079.The modeled gravity was interpolated from observed gravity values.
 NL0079
 NL0079;                    North         East    Units  Estimated Accuracy
 NL0079;SPC IA N     - 1,103,200.    1,446,100.      MT  (+/- 180 meters Scaled)
 NL0079
 NL0079                          SUPERSEDED SURVEY CONTROL
 NL0079
 NL0079  NGVD 29 (??/??/92)  342.875  (m)         1124.92   (f) ADJ UNCH    1 2
 NL0079
 NL0079.Superseded values are not recommended for survey control.
 NL0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0079.See file dsdata.txt to determine how the superseded data were derived.
 NL0079
 NL0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG049978(NAD 83)
 NL0079_MARKER: DB = BENCH MARK DISK
 NL0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0079_STAMPING: 1124.916 V 2 1930
 NL0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0079+STABILITY: SURFACE MOTION
 NL0079
 NL0079  HISTORY     - Date     Condition        Report By
 NL0079  HISTORY     - 1930     MONUMENTED       CGS
 NL0079  HISTORY     - 1934     GOOD             NGS
 NL0079
 NL0079                          STATION DESCRIPTION
 NL0079
 NL0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0079'0.2 MI N FROM OTHO.
 NL0079'1/4 MILE NORTH ALONG THE ABANDONED MINNEAPOLIS AND ST. LOUIS
 NL0079'RAILROAD FROM THE STATION AT OTHO, WEBSTER COUNTY, AT A ROAD
 NL0079'CROSSING, 43 FEET WEST OF THE TRACK, AND 40 FEET NORTH OF THE
 NL0079'ROAD.  A STANDARD DISK, STAMPED 1124.916 V 2 1930 AND SET IN
 NL0079'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0570 ***********************************************************************
 OP0570  DESIGNATION -  V 20
 OP0570  PID         -  OP0570
 OP0570  STATE/COUNTY-  IA/OSCEOLA
 OP0570  USGS QUAD   -  OCHEYEDAN (1972)
 OP0570
 OP0570                         *CURRENT SURVEY CONTROL
 OP0570  ___________________________________________________________________
 OP0570* NAD 83(1986)-  43 24 56.     (N)    095 37 23.     (W)     SCALED    
 OP0570* NAVD 88     -       489.286  (meters)    1605.27   (feet)  ADJUSTED  
 OP0570  ___________________________________________________________________
 OP0570  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 OP0570  DYNAMIC HT  -         489.159 (meters)    1604.85  (feet)  COMP
 OP0570  MODELED GRAV-     980,344.3   (mgal)                       NAVD 88
 OP0570
 OP0570  VERT ORDER  -  SECOND    CLASS 0
 OP0570
 OP0570.The horizontal coordinates were scaled from a topographic map and have
 OP0570.an estimated accuracy of +/- 6 seconds.
 OP0570
 OP0570.The orthometric height was determined by differential leveling
 OP0570.and adjusted by the National Geodetic Survey in June 1991..
 OP0570
 OP0570.The geoid height was determined by GEOID03.
 OP0570
 OP0570.The dynamic height is computed by dividing the NAVD 88
 OP0570.geopotential number by the normal gravity value computed on the
 OP0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0570.degrees latitude (g = 980.6199 gals.).
 OP0570
 OP0570.The modeled gravity was interpolated from observed gravity values.
 OP0570
 OP0570;                    North         East    Units  Estimated Accuracy
 OP0570;SPC IA N     - 1,214,940.    1,328,070.      MT  (+/- 180 meters Scaled)
 OP0570
 OP0570                          SUPERSEDED SURVEY CONTROL
 OP0570
 OP0570  NGVD 29 (??/??/92)  489.098  (m)         1604.65   (f) ADJ UNCH    2 0
 OP0570
 OP0570.Superseded values are not recommended for survey control.
 OP0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0570.See file dsdata.txt to determine how the superseded data were derived.
 OP0570
 OP0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ876103(NAD 83)
 OP0570_MARKER: DB = BENCH MARK DISK
 OP0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0570_STAMPING: V 20 1934
 OP0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0570+STABILITY: SURFACE MOTION
 OP0570
 OP0570  HISTORY     - Date     Condition        Report By
 OP0570  HISTORY     - 1934     MONUMENTED       CGS
 OP0570
 OP0570                          STATION DESCRIPTION
 OP0570
 OP0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0570'1 MI E FROM ALLENDORF.
 OP0570'1 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM
 OP0570'THE STATION AT ALLENDORF, OSCEOLA COUNTY, 35 YARDS NORTHWEST OF
 OP0570'MILEPOLE 250+25, 70 FEET NORTHEAST OF A SECTION-ROAD CROSSING, 48.5
 OP0570'FEET EAST OF THE CENTERLINE OF THE SECTION ROAD, 45.8 FEET NORTH OF
 OP0570'THE NORTH RAIL OF THE MAIN TRACK, 13.5 FEET EAST OF A FENCE CORNER,
 OP0570'AND 1.5 FEET SOUTH OF A RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 OP0570'V 20 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 OP0570'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0499 ***********************************************************************
 OP0499  DESIGNATION -  V 21
 OP0499  PID         -  OP0499
 OP0499  STATE/COUNTY-  IA/CLAY
 OP0499  USGS QUAD   -  DICKENS (1966)
 OP0499
 OP0499                         *CURRENT SURVEY CONTROL
 OP0499  ___________________________________________________________________
 OP0499* NAD 83(1986)-  43 09 54.     (N)    095 07 26.     (W)     SCALED    
 OP0499* NAVD 88     -       405.478  (meters)    1330.31   (feet)  ADJUSTED  
 OP0499  ___________________________________________________________________
 OP0499  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 OP0499  DYNAMIC HT  -         405.347 (meters)    1329.88  (feet)  COMP
 OP0499  MODELED GRAV-     980,285.6   (mgal)                       NAVD 88
 OP0499
 OP0499  VERT ORDER  -  SECOND    CLASS 0
 OP0499
 OP0499.The horizontal coordinates were scaled from a topographic map and have
 OP0499.an estimated accuracy of +/- 6 seconds.
 OP0499
 OP0499.The orthometric height was determined by differential leveling
 OP0499.and adjusted by the National Geodetic Survey in June 1991..
 OP0499
 OP0499.The geoid height was determined by GEOID03.
 OP0499
 OP0499.The dynamic height is computed by dividing the NAVD 88
 OP0499.geopotential number by the normal gravity value computed on the
 OP0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0499.degrees latitude (g = 980.6199 gals.).
 OP0499
 OP0499.The modeled gravity was interpolated from observed gravity values.
 OP0499
 OP0499;                    North         East    Units  Estimated Accuracy
 OP0499;SPC IA N     - 1,186,220.    1,367,950.      MT  (+/- 180 meters Scaled)
 OP0499
 OP0499                          SUPERSEDED SURVEY CONTROL
 OP0499
 OP0499  NGVD 29 (??/??/92)  405.335  (m)         1329.84   (f) ADJ UNCH    2 0
 OP0499
 OP0499.Superseded values are not recommended for survey control.
 OP0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0499.See file dsdata.txt to determine how the superseded data were derived.
 OP0499
 OP0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH273813(NAD 83)
 OP0499_MARKER: DB = BENCH MARK DISK
 OP0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0499_STAMPING: V 21 1934
 OP0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0499+STABILITY: SURFACE MOTION
 OP0499
 OP0499  HISTORY     - Date     Condition        Report By
 OP0499  HISTORY     - 1934     MONUMENTED       CGS
 OP0499
 OP0499                          STATION DESCRIPTION
 OP0499
 OP0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0499'1.8 MI NE FROM SPENCER.
 OP0499'1.8 MILES NORTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 OP0499'THE STATION AT SPENCER, CLAY COUNTY, 11 POLES SOUTHWEST OF MILEPOST
 OP0499'195 AND A SECTION-ROAD CROSSING, 93 FEET NORTH OF A WHISTLE POST, 42.8
 OP0499'FEET NORTHWEST OF THE WEST RAIL, AND 1.5 FEET SOUTHEAST OF THE
 OP0499'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 21 1934 AND SET ON THE
 OP0499'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0245 ***********************************************************************
 NL0245  DESIGNATION -  V 22
 NL0245  PID         -  NL0245
 NL0245  STATE/COUNTY-  IA/POCAHONTAS
 NL0245  USGS QUAD   -  FONDA (1979)
 NL0245
 NL0245                         *CURRENT SURVEY CONTROL
 NL0245  ___________________________________________________________________
 NL0245* NAD 83(1996)-  42 36 13.47716(N)    094 51 58.72062(W)     ADJUSTED  
 NL0245* NAVD 88     -       376.756  (meters)    1236.07   (feet)  ADJUSTED  
 NL0245  ___________________________________________________________________
 NL0245  X           -    -398,885.843 (meters)                     COMP
 NL0245  Y           -  -4,685,169.701 (meters)                     COMP
 NL0245  Z           -   4,295,439.796 (meters)                     COMP
 NL0245  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 NL0245  ELLIP HEIGHT-         347.96  (meters)          (05/06/99) GPS OBS
 NL0245  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 NL0245  DYNAMIC HT  -         376.629 (meters)    1235.66  (feet)  COMP
 NL0245  MODELED GRAV-     980,275.1   (mgal)                       NAVD 88
 NL0245
 NL0245  HORZ ORDER  -  THIRD
 NL0245  VERT ORDER  -  SECOND    CLASS 0
 NL0245  ELLP ORDER  -  FOURTH    CLASS I
 NL0245
 NL0245.The horizontal coordinates were established by GPS observations
 NL0245.and adjusted by the National Geodetic Survey in May 1999..
 NL0245
 NL0245.The orthometric height was determined by differential leveling
 NL0245.and adjusted by the National Geodetic Survey in June 1991..
 NL0245
 NL0245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0245
 NL0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0245
 NL0245.The ellipsoidal height was determined by GPS observations
 NL0245.and is referenced to NAD 83.
 NL0245
 NL0245.The geoid height was determined by GEOID03.
 NL0245
 NL0245.The dynamic height is computed by dividing the NAVD 88
 NL0245.geopotential number by the normal gravity value computed on the
 NL0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0245.degrees latitude (g = 980.6199 gals.).
 NL0245
 NL0245.The modeled gravity was interpolated from observed gravity values.
 NL0245
 NL0245;                    North         East     Units Scale Factor Converg.
 NL0245;SPC IA N     - 1,123,505.749 1,387,887.345   MT  0.99994599   -0 55 33.6
 NL0245;UTM  15      - 4,718,500.901   346,903.863   MT  0.99988837   -1 15 48.9
 NL0245
 NL0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0245!SPC IA N     -   0.99994543  x   0.99994599  =   0.99989143
 NL0245!UTM  15      -   0.99994543  x   0.99988837  =   0.99983381
 NL0245
 NL0245                          SUPERSEDED SURVEY CONTROL
 NL0245
 NL0245  NAD 83(1996)-  42 36 13.47723(N)    094 51 58.72065(W) AD(       ) 3
 NL0245  NAD 83(1986)-  42 36 13.47434(N)    094 51 58.71409(W) AD(       ) 3
 NL0245  NGVD 29 (??/??/92)  376.674  (m)         1235.80   (f) ADJ UNCH    2 0
 NL0245
 NL0245.Superseded values are not recommended for survey control.
 NL0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0245.See file dsdata.txt to determine how the superseded data were derived.
 NL0245
 NL0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH4690418501(NAD 83)
 NL0245_MARKER: DB = BENCH MARK DISK
 NL0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0245_SP_SET: CONCRETE POST
 NL0245_STAMPING: V 22 1934
 NL0245_MARK LOGO: CGS   
 NL0245_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0245+STABILITY: SURFACE MOTION
 NL0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0245+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1989
 NL0245
 NL0245  HISTORY     - Date     Condition        Report By
 NL0245  HISTORY     - 1934     MONUMENTED       CGS
 NL0245  HISTORY     - 1982     MARK NOT FOUND   NGS
 NL0245  HISTORY     - 19890531 GOOD             NGS
 NL0245
 NL0245                          STATION DESCRIPTION
 NL0245
 NL0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0245'1.5 MI NW FROM FONDA.
 NL0245'1.5 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NL0245'AND PACIFIC RAILROAD FROM THE STATION AT FONDA, 130 YARDS
 NL0245'SOUTHEAST OF MILEPOST 116, 63 FEET NORTH OF THE CROSSING OF
 NL0245'STATE HIGHWAY 5, 45.5 FEET NORTHEAST OF THE NORTHEAST RAIL,
 NL0245'AND 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NL0245'DISK, STAMPED V 22 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0245'PROJECTING 7 INCHES ABOVE GROUND.
 NL0245
 NL0245                          STATION RECOVERY (1982)
 NL0245
 NL0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NL0245'MARK NOT FOUND.
 NL0245
 NL0245                          STATION RECOVERY (1989)
 NL0245
 NL0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NL0245'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) NORTHWEST OF FONDA, AT
 NL0245'THE JUNCTION OF A GRAVEL ROAD AT THE SOUTWEST CORNER OF A CULTIVATED
 NL0245'FIELD.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION, 800 LINCOLN WAY,
 NL0245'AMES, IA, 50010, PHONE 515-239-1101.
 NL0245'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7 AND COUNTY
 NL0245'ROAD N 28, ABOUT 0.8 KM (0.50 MI) NORTHWEST OF FONDA, GO NORTH ON
 NL0245'COUNTY ROAD N 28 FOR 1.6 KM (1.00 MI) TO A GRAVEL ROAD LEFT.  TURN
 NL0245'LEFT, WEST, FOR 0.8 KM (0.50 MI) TO AN ENTRANCE ROAD LEADING TO A FARM
 NL0245'HOUSE ON THE RIGHT.  CONTINUE AHEAD FOR 0.8 KM (0.50 MI) TO A FIELD
 NL0245'ENTRANCE ROAD AND THE STATION ON THE RIGHT.
 NL0245'THE STATION IS A STANDARD CGS BENCHMARK DISK PROJECTING 6-INCHES ABOVE
 NL0245'THE GROUND.  LOCATED 17.8 M (58.4 FT) NORTH OF THE CENTER OF THE ROAD,
 NL0245'14.5 M (47.6 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD, 11.6 M
 NL0245'(38.1 FT) NORTH-NORTHWEST OF A PIPE UNDER THE FIELD ENTRANCE ROAD, 0.4
 NL0245'M (1.3 FT) NORTHEAST OF A METAL WITNESS POST AND 0.6 M (2.0 FT) SOUTH
 NL0245'OF A FIBERGLASS WITNESS POST.
 NL0245'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0259 ***********************************************************************
 NL0259  DESIGNATION -  V 23
 NL0259  PID         -  NL0259
 NL0259  STATE/COUNTY-  IA/BUENA VISTA
 NL0259  USGS QUAD   -  STORM LAKE (1979)
 NL0259
 NL0259                         *CURRENT SURVEY CONTROL
 NL0259  ___________________________________________________________________
 NL0259* NAD 83(1986)-  42 38 44.     (N)    095 12 39.     (W)     SCALED    
 NL0259* NAVD 88     -       438.584  (meters)    1438.92   (feet)  ADJUSTED  
 NL0259  ___________________________________________________________________
 NL0259  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 NL0259  DYNAMIC HT  -         438.431 (meters)    1438.42  (feet)  COMP
 NL0259  MODELED GRAV-     980,260.2   (mgal)                       NAVD 88
 NL0259
 NL0259  VERT ORDER  -  SECOND    CLASS 0
 NL0259
 NL0259.The horizontal coordinates were scaled from a topographic map and have
 NL0259.an estimated accuracy of +/- 6 seconds.
 NL0259
 NL0259.The orthometric height was determined by differential leveling
 NL0259.and adjusted by the National Geodetic Survey in June 1991..
 NL0259
 NL0259.The geoid height was determined by GEOID03.
 NL0259
 NL0259.The dynamic height is computed by dividing the NAVD 88
 NL0259.geopotential number by the normal gravity value computed on the
 NL0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0259.degrees latitude (g = 980.6199 gals.).
 NL0259
 NL0259.The modeled gravity was interpolated from observed gravity values.
 NL0259
 NL0259;                    North         East    Units  Estimated Accuracy
 NL0259;SPC IA N     - 1,128,660.    1,359,720.      MT  (+/- 180 meters Scaled)
 NL0259
 NL0259                          SUPERSEDED SURVEY CONTROL
 NL0259
 NL0259  NGVD 29 (??/??/92)  438.449  (m)         1438.48   (f) ADJ UNCH    2 0
 NL0259
 NL0259.Superseded values are not recommended for survey control.
 NL0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0259.See file dsdata.txt to determine how the superseded data were derived.
 NL0259
 NL0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH187238(NAD 83)
 NL0259_MARKER: DB = BENCH MARK DISK
 NL0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0259_STAMPING: V 23 1934
 NL0259_MARK LOGO: CGS   
 NL0259_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0259+STABILITY: SURFACE MOTION
 NL0259
 NL0259  HISTORY     - Date     Condition        Report By
 NL0259  HISTORY     - 1934     MONUMENTED       CGS
 NL0259  HISTORY     - 20000404 GOOD             AERSVC
 NL0259
 NL0259                          STATION DESCRIPTION
 NL0259
 NL0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0259'AT STORM LAKE.
 NL0259'AT STORM LAKE, 0.6 MILE NORTHWEST OF THE ILLINOIS CENTRAL
 NL0259'RAILROAD STATION, 200 FEET SOUTHEAST OF MILEPOST 429, 41 YARDS
 NL0259'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 5, 47 FEET
 NL0259'SOUTHWEST OF THE CENTER OF A ROAD CROSSING, AND 27.9 FEET
 NL0259'SOUTHWEST OF THE SOUTHWEST RAIL.  A STANDARD DISK, STAMPED
 NL0259'V 23 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NL0259'5 INCHES ABOVE GROUND.
 NL0259
 NL0259                          STATION RECOVERY (2000)
 NL0259
 NL0259'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0259'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0474 ***********************************************************************
 NL0474  DESIGNATION -  V 24
 NL0474  PID         -  NL0474
 NL0474  STATE/COUNTY-  IA/CHEROKEE
 NL0474  USGS QUAD   -  CLEGHORN (1969)
 NL0474
 NL0474                         *CURRENT SURVEY CONTROL
 NL0474  ___________________________________________________________________
 NL0474* NAD 83(1986)-  42 48 26.     (N)    095 42 05.     (W)     SCALED    
 NL0474* NAVD 88     -       439.695  (meters)    1442.57   (feet)  ADJUSTED  
 NL0474  ___________________________________________________________________
 NL0474  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 NL0474  DYNAMIC HT  -         439.554 (meters)    1442.10  (feet)  COMP
 NL0474  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 NL0474
 NL0474  VERT ORDER  -  SECOND    CLASS 0
 NL0474
 NL0474.The horizontal coordinates were scaled from a topographic map and have
 NL0474.an estimated accuracy of +/- 6 seconds.
 NL0474
 NL0474.The orthometric height was determined by differential leveling
 NL0474.and adjusted by the National Geodetic Survey in June 1991..
 NL0474
 NL0474.The geoid height was determined by GEOID03.
 NL0474
 NL0474.The dynamic height is computed by dividing the NAVD 88
 NL0474.geopotential number by the normal gravity value computed on the
 NL0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0474.degrees latitude (g = 980.6199 gals.).
 NL0474
 NL0474.The modeled gravity was interpolated from observed gravity values.
 NL0474
 NL0474;                    North         East    Units  Estimated Accuracy
 NL0474;SPC IA N     - 1,147,550.    1,319,970.      MT  (+/- 180 meters Scaled)
 NL0474
 NL0474                          SUPERSEDED SURVEY CONTROL
 NL0474
 NL0474  NGVD 29 (??/??/92)  439.513  (m)         1441.97   (f) ADJ UNCH    2 0
 NL0474
 NL0474.Superseded values are not recommended for survey control.
 NL0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0474.See file dsdata.txt to determine how the superseded data were derived.
 NL0474
 NL0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH791429(NAD 83)
 NL0474_MARKER: DB = BENCH MARK DISK
 NL0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0474_STAMPING: V 24 1934
 NL0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0474+STABILITY: SURFACE MOTION
 NL0474
 NL0474  HISTORY     - Date     Condition        Report By
 NL0474  HISTORY     - 1934     MONUMENTED       CGS
 NL0474  HISTORY     - 1968     MARK NOT FOUND   NGS
 NL0474
 NL0474                          STATION DESCRIPTION
 NL0474
 NL0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0474'0.5 MI E FROM CLEGHORN.
 NL0474'0.5 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0474'STATION AT CLEGHORN, CHEROKEE COUNTY, 0.5 MILE EAST OF MILEPOST
 NL0474'461, AT A SECTION-LINE ROAD CROSSING, 120 FEET WEST OF THE
 NL0474'CENTERLINE OF THE ROAD, 8 FEET EAST OF THE SECOND POLE WEST OF
 NL0474'THE CROSSING, 34 FEET SOUTH OF THE SOUTH RAIL, AND IN LINE
 NL0474'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED V 24 1934 AND
 NL0474'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 NL0474'GROUND.
 NL0474
 NL0474                          STATION RECOVERY (1968)
 NL0474
 NL0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NL0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0589 ***********************************************************************
 OP0589  DESIGNATION -  V 26
 OP0589  PID         -  OP0589
 OP0589  STATE/COUNTY-  IA/O BRIEN
 OP0589  USGS QUAD   -  SHELDON (1964)
 OP0589
 OP0589                         *CURRENT SURVEY CONTROL
 OP0589  ___________________________________________________________________
 OP0589* NAD 83(1996)-  43 09 24.07186(N)    095 49 41.46296(W)     ADJUSTED  
 OP0589* NAVD 88     -       431.995  (meters)    1417.30   (feet)  ADJUSTED  
 OP0589  ___________________________________________________________________
 OP0589  X           -    -473,239.376 (meters)                     COMP
 OP0589  Y           -  -4,636,269.864 (meters)                     COMP
 OP0589  Z           -   4,340,493.199 (meters)                     COMP
 OP0589  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 OP0589  ELLIP HEIGHT-         405.01  (meters)          (05/06/99) GPS OBS
 OP0589  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 OP0589  DYNAMIC HT  -         431.873 (meters)    1416.90  (feet)  COMP
 OP0589  MODELED GRAV-     980,323.9   (mgal)                       NAVD 88
 OP0589
 OP0589  HORZ ORDER  -  THIRD
 OP0589  VERT ORDER  -  SECOND    CLASS 0
 OP0589  ELLP ORDER  -  FOURTH    CLASS I
 OP0589
 OP0589.The horizontal coordinates were established by GPS observations
 OP0589.and adjusted by the National Geodetic Survey in May 1999..
 OP0589
 OP0589.The orthometric height was determined by differential leveling
 OP0589.and adjusted by the National Geodetic Survey in June 1991..
 OP0589
 OP0589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0589
 OP0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0589
 OP0589.The ellipsoidal height was determined by GPS observations
 OP0589.and is referenced to NAD 83.
 OP0589
 OP0589.The geoid height was determined by GEOID03.
 OP0589
 OP0589.The dynamic height is computed by dividing the NAVD 88
 OP0589.geopotential number by the normal gravity value computed on the
 OP0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0589.degrees latitude (g = 980.6199 gals.).
 OP0589
 OP0589.The modeled gravity was interpolated from observed gravity values.
 OP0589
 OP0589;                    North         East     Units Scale Factor Converg.
 OP0589;SPC IA N     - 1,186,630.960 1,310,668.100   MT  0.99998176   -1 34 40.5
 OP0589;UTM  15      - 4,782,098.169   270,059.839   MT  1.00025046   -1 56 07.1
 OP0589
 OP0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0589!SPC IA N     -   0.99993649  x   0.99998176  =   0.99991825
 OP0589!UTM  15      -   0.99993649  x   1.00025046  =   1.00018693
 OP0589
 OP0589                          SUPERSEDED SURVEY CONTROL
 OP0589
 OP0589  NAD 83(1996)-  43 09 24.07187(N)    095 49 41.46295(W) AD(       ) 3
 OP0589  NAD 83(1996)-  43 09 24.07045(N)    095 49 41.45624(W) AD(       ) 3
 OP0589  NAD 83(1986)-  43 09 24.07254(N)    095 49 41.45497(W) AD(       ) 3
 OP0589  NGVD 29 (??/??/92)  431.805  (m)         1416.68   (f) ADJ UNCH    2 0
 OP0589
 OP0589.Superseded values are not recommended for survey control.
 OP0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0589.See file dsdata.txt to determine how the superseded data were derived.
 OP0589
 OP0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH7006082098(NAD 83)
 OP0589_MARKER: DB = BENCH MARK DISK
 OP0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0589_SP_SET: CONCRETE POST
 OP0589_STAMPING: V 26 1934
 OP0589_MARK LOGO: CGS   
 OP0589_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0589+STABILITY: SURFACE MOTION
 OP0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0589+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 OP0589
 OP0589  HISTORY     - Date     Condition        Report By
 OP0589  HISTORY     - 1934     MONUMENTED       CGS
 OP0589  HISTORY     - 19890601 GOOD             NGS
 OP0589  HISTORY     - 20040328 GOOD             JCLS
 OP0589
 OP0589                          STATION DESCRIPTION
 OP0589
 OP0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0589'1.9 MI SE FROM SHELDON.
 OP0589'1.9 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 OP0589'STATION AT SHELDON, OBRIEN COUNTY, AT A ROAD CROSSING, 46 FEET NORTH
 OP0589'OF THE CENTERLINE OF THE ROAD, 40.7 FEET NORTHEAST OF THE NORTHEAST
 OP0589'RAIL, 17.5 FEET NORTHWEST OF A CORNER FENCE POST, AND 1.6 FEET
 OP0589'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 26
 OP0589'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 OP0589'GROUND.
 OP0589
 OP0589                          STATION RECOVERY (1989)
 OP0589
 OP0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OP0589'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTHEAST OF SHELDON,
 OP0589'ALONG THE NORTH SIDE OF A GRAVEL ROAD.  OWNERSHIP--DEPARTMENT OF
 OP0589'TRANSPORTATION, 800 LINCOLN WAY, AMES, IA 50010, PHONE (515) 239-1101.
 OP0589'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 AND STATE
 OP0589'HIGHWAY 60, IN THE NORTHWEST SECTION OF SHELDON, GO EAST ON STATE
 OP0589'HIGHWAY 18 FOR 0.96 KM (0.60 MI) TO THE JUNCTION OF WASHINGTON AVENUE.
 OP0589'TURN RIGHT, SOUTH, ON WASHINGTON AVENUE FOR 3.20 KM (2.00 MI) TO THE
 OP0589'JUNCTION OF A GRAVEL ROAD ON THE LEFT.  TURN LEFT, EAST, ON THE GRAVEL
 OP0589'ROAD FOR 1.04 KM (0.65 MI) TO THE STATION ON THE LEFT.
 OP0589'THE STATION IS A STANDARD CGS BENCHMARK DISK PROJECTING 3-INCHES ABOVE
 OP0589'THE GROUND.  LOCATED 0.16 KM (0.10 MI) EAST OF THE ENTRANCE TO A JUNK
 OP0589'YARD, 18.5 M (60.7 FT) EAST OF AN ENTRANCE TO A FARM FIELD, 11.6 M
 OP0589'(38.1 FT) NORTH OF THE CENTER OF THE GRAVEL ROAD, 0.3 M (1.0 FT) EAST
 OP0589'OF A METAL WITNESS POST AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS
 OP0589'WITNESS POST.
 OP0589'DESCRIBED BY M. L. MCCREADY.
 OP0589
 OP0589                          STATION RECOVERY (2004)
 OP0589
 OP0589'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OP0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0048 ***********************************************************************
 NL0048  DESIGNATION -  V 27
 NL0048  PID         -  NL0048
 NL0048  STATE/COUNTY-  IA/HUMBOLDT
 NL0048  USGS QUAD   -  HUMBOLDT (1979)
 NL0048
 NL0048                         *CURRENT SURVEY CONTROL
 NL0048  ___________________________________________________________________
 NL0048* NAD 83(1986)-  42 43 31.     (N)    094 11 51.     (W)     SCALED    
 NL0048* NAVD 88     -       342.079  (meters)    1122.30   (feet)  ADJUSTED  
 NL0048  ___________________________________________________________________
 NL0048  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 NL0048  DYNAMIC HT  -         341.962 (meters)    1121.92  (feet)  COMP
 NL0048  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 NL0048
 NL0048  VERT ORDER  -  SECOND    CLASS 0
 NL0048
 NL0048.The horizontal coordinates were scaled from a topographic map and have
 NL0048.an estimated accuracy of +/- 6 seconds.
 NL0048
 NL0048.The orthometric height was determined by differential leveling
 NL0048.and adjusted by the National Geodetic Survey in June 1991..
 NL0048
 NL0048.The geoid height was determined by GEOID03.
 NL0048
 NL0048.The dynamic height is computed by dividing the NAVD 88
 NL0048.geopotential number by the normal gravity value computed on the
 NL0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0048.degrees latitude (g = 980.6199 gals.).
 NL0048
 NL0048.The modeled gravity was interpolated from observed gravity values.
 NL0048
 NL0048;                    North         East    Units  Estimated Accuracy
 NL0048;SPC IA N     - 1,136,340.    1,442,880.      MT  (+/- 180 meters Scaled)
 NL0048
 NL0048                          SUPERSEDED SURVEY CONTROL
 NL0048
 NL0048  NGVD 29 (??/??/92)  342.021  (m)         1122.11   (f) ADJ UNCH    2 0
 NL0048
 NL0048.Superseded values are not recommended for survey control.
 NL0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0048.See file dsdata.txt to determine how the superseded data were derived.
 NL0048
 NL0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH019310(NAD 83)
 NL0048_MARKER: DB = BENCH MARK DISK
 NL0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0048_STAMPING: V 27 1934
 NL0048_MARK LOGO: CGS   
 NL0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0048+STABILITY: SURFACE MOTION
 NL0048
 NL0048  HISTORY     - Date     Condition        Report By
 NL0048  HISTORY     - 1934     MONUMENTED       CGS
 NL0048  HISTORY     - 1971     GOOD             NGS
 NL0048  HISTORY     - 19950530 GOOD             IAHD
 NL0048
 NL0048                          STATION DESCRIPTION
 NL0048
 NL0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 NL0048'AT DAKOTA CITY.
 NL0048'THE MARK IS LOCATED ON THE NORTHEAST SIDE OF DAKOTA CITY.  TO
 NL0048'REACH THE MARK FROM THE POST OFFICE IN DAKOTA CITY, GO EAST ON
 NL0048'MILL STREET FOR 0.2 MILE TO ST. CLAIRE STREET.  TURN LEFT AND
 NL0048'GO NORTH ON ST. CLAIRE STREET FOR 0.25 MILE TO THE MARK ON THE
 NL0048'RIGHT JUST BEFORE CROSSING A RAILROAD TRACK.  THE MARK IS A
 NL0048'COAST AND GEODETIC SURVEY DISK STAMPED V 27 1934 SET IN THE
 NL0048'TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 NL0048'IT IS 51 FEET EAST OF THE CENTER OF ST. CLAIRE STREET, 44.4 FEET
 NL0048'SOUTH-SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACK,
 NL0048'30.3 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE AND 1 FOOT
 NL0048'NORTH-NORTHEAST OF A FENCE.
 NL0048
 NL0048                          STATION RECOVERY (1995)
 NL0048
 NL0048'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1995
 NL0048'RECOVERED IN GOOD CONDITION.  NOTE--MILL STREET IS NOW MAIN STREET AND
 NL0048'CLAIRE STREET IS NOW 7TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0784 ***********************************************************************
 NK0784  DESIGNATION -  V 28 RESET
 NK0784  PID         -  NK0784
 NK0784  STATE/COUNTY-  IA/FRANKLIN
 NK0784  USGS QUAD   -  DOWS EAST (1979)
 NK0784
 NK0784                         *CURRENT SURVEY CONTROL
 NK0784  ___________________________________________________________________
 NK0784* NAD 83(1986)-  42 44 18.     (N)    093 27 28.     (W)     SCALED    
 NK0784* NAVD 88     -       380.64   (meters)    1248.8    (feet)  RESET     
 NK0784  ___________________________________________________________________
 NK0784  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 NK0784
 NK0784  VERT ORDER  -  THIRD
 NK0784
 NK0784.The horizontal coordinates were scaled from a topographic map and have
 NK0784.an estimated accuracy of +/- 6 seconds.
 NK0784
 NK0784.The orthometric height was computed from unverified reset data.
 NK0784
 NK0784.The geoid height was determined by GEOID03.
 NK0784
 NK0784;                    North         East    Units  Estimated Accuracy
 NK0784;SPC IA N     - 1,137,550.    1,503,460.      MT  (+/- 180 meters Scaled)
 NK0784
 NK0784                          SUPERSEDED SURVEY CONTROL
 NK0784
 NK0784  NGVD 29 (05/12/04)  380.65   (m)         1248.8    (f) RESET       3  
 NK0784
 NK0784.Superseded values are not recommended for survey control.
 NK0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0784.See file dsdata.txt to determine how the superseded data were derived.
 NK0784
 NK0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH625318(NAD 83)
 NK0784_MARKER: P = PIPE CAP
 NK0784_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NK0784_SP_SET: SHALLOW-SET PIPE
 NK0784_STAMPING: V 28 RESET 1981
 NK0784_MARK LOGO: NGS   
 NK0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0784
 NK0784  HISTORY     - Date     Condition        Report By
 NK0784  HISTORY     - 1981     MONUMENTED       NGS
 NK0784
 NK0784                          STATION DESCRIPTION
 NK0784
 NK0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NK0784'9.0 KM (5.60 MI) SW FROM COULTER.
 NK0784'0.9 KM (0.55 MI) NORTH ALONG FRANKLIN COUNTY ROAD FROM THE POST OFFICE
 NK0784'IN COULTER, THENCE 7.3 KM (4.55 MI) WEST ALONG STATE HIGHWAY 3 TO A
 NK0784'CROSSROAD, THENCE LEFT AND SOUTH ALONG A GRADED ROAD FOR 0.8 KM
 NK0784'(0.50 MI) TO THE MARK ON THE LEFT AT A FIELD ENTRANCE, 10.4 M
 NK0784'(34.1 FT) EAST OF THE CENTERLINE OF THE ROAD, 4.3 M (14.1 FT) NORTH OF
 NK0784'THE CENTER OF THE FIELD ENTRANCE, AND 0.3 M (1.0 FT) WEST OF A FENCE.
 NK0784'THE MARK IS 1 METERS  S FROM  A WITNESS POST
 NK0784'THE MARK IS 3 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0158 ***********************************************************************
 NK0158  DESIGNATION -  V 29
 NK0158  PID         -  NK0158
 NK0158  STATE/COUNTY-  IA/BUTLER
 NK0158  USGS QUAD   -  CLARKSVILLE (1971)
 NK0158
 NK0158                         *CURRENT SURVEY CONTROL
 NK0158  ___________________________________________________________________
 NK0158* NAD 83(1986)-  42 46 48.     (N)    092 39 54.     (W)     SCALED    
 NK0158* NAVD 88     -       284.479  (meters)     933.33   (feet)  ADJUSTED  
 NK0158  ___________________________________________________________________
 NK0158  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 NK0158  DYNAMIC HT  -         284.382 (meters)     933.01  (feet)  COMP
 NK0158  MODELED GRAV-     980,270.8   (mgal)                       NAVD 88
 NK0158
 NK0158  VERT ORDER  -  SECOND    CLASS 0
 NK0158
 NK0158.The horizontal coordinates were scaled from a topographic map and have
 NK0158.an estimated accuracy of +/- 6 seconds.
 NK0158
 NK0158.The orthometric height was determined by differential leveling
 NK0158.and adjusted by the National Geodetic Survey in June 1991..
 NK0158
 NK0158.The geoid height was determined by GEOID03.
 NK0158
 NK0158.The dynamic height is computed by dividing the NAVD 88
 NK0158.geopotential number by the normal gravity value computed on the
 NK0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0158.degrees latitude (g = 980.6199 gals.).
 NK0158
 NK0158.The modeled gravity was interpolated from observed gravity values.
 NK0158
 NK0158;                    North         East    Units  Estimated Accuracy
 NK0158;SPC IA N     - 1,142,520.    1,568,320.      MT  (+/- 180 meters Scaled)
 NK0158
 NK0158                          SUPERSEDED SURVEY CONTROL
 NK0158
 NK0158  NGVD 29 (??/??/92)  284.470  (m)          933.30   (f) ADJ UNCH    2 0
 NK0158
 NK0158.Superseded values are not recommended for survey control.
 NK0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0158.See file dsdata.txt to determine how the superseded data were derived.
 NK0158
 NK0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH274364(NAD 83)
 NK0158_MARKER: DB = BENCH MARK DISK
 NK0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0158_STAMPING: V 29 1934
 NK0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0158+STABILITY: SURFACE MOTION
 NK0158
 NK0158  HISTORY     - Date     Condition        Report By
 NK0158  HISTORY     - 1934     MONUMENTED       CGS
 NK0158  HISTORY     - 1964     GOOD             IAHD
 NK0158
 NK0158                          STATION DESCRIPTION
 NK0158
 NK0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0158'AT CLARKSVILLE.
 NK0158'AT CLARKSVILLE, BUTLER COUNTY, ABOUT 165 YARDS EAST OF THE
 NK0158'SOUTHEAST CORNER OF THE CHICAGO GREAT WESTERN RAILROAD STATION,
 NK0158'30 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE STOCKYARDS,
 NK0158'AT THE CROSSING OF A NORTH-AND-SOUTH STREET, 34.5 FEET EAST OF
 NK0158'THE CENTER LINE OF THE STREET, 33.6 FEET NORTH OF THE NORTH RAIL
 NK0158'OF THE PASSING TRACK, 18.5 FEET NORTH OF THE NORTH RAIL OF THE
 NK0158'MAIN TRACK, 7.5 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, AND
 NK0158'2.5 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED V 29
 NK0158'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 NK0158'INCHES ABOVE GROUND.
 NK0158
 NK0158                          STATION RECOVERY (1964)
 NK0158
 NK0158'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1964
 NK0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0072 ***********************************************************************
 MJ0072  DESIGNATION -  V 3
 MJ0072  PID         -  MJ0072
 MJ0072  STATE/COUNTY-  IA/DALLAS
 MJ0072  USGS QUAD   -  PERRY (1982)
 MJ0072
 MJ0072                         *CURRENT SURVEY CONTROL
 MJ0072  ___________________________________________________________________
 MJ0072* NAD 83(1986)-  41 49 44.     (N)    094 05 53.     (W)     SCALED    
 MJ0072* NAVD 88     -       291.879  (meters)     957.61   (feet)  ADJUSTED  
 MJ0072  ___________________________________________________________________
 MJ0072  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 MJ0072  DYNAMIC HT  -         291.772 (meters)     957.26  (feet)  COMP
 MJ0072  MODELED GRAV-     980,247.9   (mgal)                       NAVD 88
 MJ0072
 MJ0072  VERT ORDER  -  FIRST     CLASS II
 MJ0072
 MJ0072.The horizontal coordinates were scaled from a topographic map and have
 MJ0072.an estimated accuracy of +/- 6 seconds.
 MJ0072
 MJ0072.The orthometric height was determined by differential leveling
 MJ0072.and adjusted by the National Geodetic Survey in June 1991..
 MJ0072
 MJ0072.The geoid height was determined by GEOID03.
 MJ0072
 MJ0072.The dynamic height is computed by dividing the NAVD 88
 MJ0072.geopotential number by the normal gravity value computed on the
 MJ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0072.degrees latitude (g = 980.6199 gals.).
 MJ0072
 MJ0072.The modeled gravity was interpolated from observed gravity values.
 MJ0072
 MJ0072;                    North         East    Units  Estimated Accuracy
 MJ0072;SPC IA S     -   203,270.      450,320.      MT  (+/- 180 meters Scaled)
 MJ0072
 MJ0072                          SUPERSEDED SURVEY CONTROL
 MJ0072
 MJ0072  NGVD 29 (??/??/92)  291.844  (m)          957.49   (f) ADJ UNCH    1 2
 MJ0072
 MJ0072.Superseded values are not recommended for survey control.
 MJ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0072.See file dsdata.txt to determine how the superseded data were derived.
 MJ0072
 MJ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG088313(NAD 83)
 MJ0072_MARKER: DB = BENCH MARK DISK
 MJ0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0072_SP_SET: CULVERT
 MJ0072_STAMPING: 957.492 V 3 1930
 MJ0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0072
 MJ0072  HISTORY     - Date     Condition        Report By
 MJ0072  HISTORY     - 1930     MONUMENTED       CGS
 MJ0072  HISTORY     - 1934     GOOD             NGS
 MJ0072  HISTORY     - 1968     GOOD             IAHD
 MJ0072
 MJ0072                          STATION DESCRIPTION
 MJ0072
 MJ0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MJ0072'AT PERRY.
 MJ0072'AT PERRY, DALLAS COUNTY, ABOUT 3/4 MILE SOUTHEAST OF THE
 MJ0072'MINNEAPOLIS AND ST. LOUIS RAILROAD STATION, ABOUT 1/4 MILE
 MJ0072'NORTHWEST OF MILEPOST 277, NEAR THE STABLES OF THE FAIR GROUNDS,
 MJ0072'AND IN THE TOP OF THE NORTHEAST END OF A CULVERT.  A STANDARD
 MJ0072'DISK STAMPED 957.492 V 3 1930.
 MJ0072
 MJ0072                          STATION RECOVERY (1968)
 MJ0072
 MJ0072'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1968
 MJ0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0135 ***********************************************************************
 NK0135  DESIGNATION -  V 30
 NK0135  PID         -  NK0135
 NK0135  STATE/COUNTY-  IA/GRUNDY
 NK0135  USGS QUAD   -  WELLSBURG (1980)
 NK0135
 NK0135                         *CURRENT SURVEY CONTROL
 NK0135  ___________________________________________________________________
 NK0135* NAD 83(1986)-  42 27 04.     (N)    092 57 50.     (W)     SCALED    
 NK0135* NAVD 88     -       315.946  (meters)    1036.57   (feet)  ADJUSTED  
 NK0135  ___________________________________________________________________
 NK0135  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 NK0135  DYNAMIC HT  -         315.820 (meters)    1036.15  (feet)  COMP
 NK0135  MODELED GRAV-     980,215.2   (mgal)                       NAVD 88
 NK0135
 NK0135  VERT ORDER  -  SECOND    CLASS 0
 NK0135
 NK0135.The horizontal coordinates were scaled from a topographic map and have
 NK0135.an estimated accuracy of +/- 6 seconds.
 NK0135
 NK0135.The orthometric height was determined by differential leveling
 NK0135.and adjusted by the National Geodetic Survey in June 1991..
 NK0135
 NK0135.The geoid height was determined by GEOID03.
 NK0135
 NK0135.The dynamic height is computed by dividing the NAVD 88
 NK0135.geopotential number by the normal gravity value computed on the
 NK0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0135.degrees latitude (g = 980.6199 gals.).
 NK0135
 NK0135.The modeled gravity was interpolated from observed gravity values.
 NK0135
 NK0135;                    North         East    Units  Estimated Accuracy
 NK0135;SPC IA N     - 1,105,790.    1,544,100.      MT  (+/- 180 meters Scaled)
 NK0135
 NK0135                          SUPERSEDED SURVEY CONTROL
 NK0135
 NK0135  NGVD 29 (??/??/92)  315.921  (m)         1036.48   (f) ADJ UNCH    2 0
 NK0135
 NK0135.Superseded values are not recommended for survey control.
 NK0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0135.See file dsdata.txt to determine how the superseded data were derived.
 NK0135
 NK0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG029998(NAD 83)
 NK0135_MARKER: DB = BENCH MARK DISK
 NK0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0135_STAMPING: V 30 1934
 NK0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0135+STABILITY: SURFACE MOTION
 NK0135
 NK0135  HISTORY     - Date     Condition        Report By
 NK0135  HISTORY     - 1934     MONUMENTED       CGS
 NK0135  HISTORY     - 1954     GOOD             NGS
 NK0135  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0135
 NK0135                          STATION DESCRIPTION
 NK0135
 NK0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NK0135'2 MI NW FROM WELLSBURG.
 NK0135'2 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0135'RAILWAY FROM THE STATION AT WELLSBURG, GRUNDY COUNTY, 33 YARDS
 NK0135'SOUTHEAST OF A SECTION ROAD CROSSING, 43 FEET SOUTHWEST OF THE
 NK0135'SOUTHWEST RAIL, AND 4 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 NK0135'A STANDARD DISK, STAMPED V 30 1934 AND SET IN THE TOP OF A
 NK0135'CONCRETE POST FLUSH WITH THE GROUND.
 NK0135
 NK0135                          STATION RECOVERY (1974)
 NK0135
 NK0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0431 ***********************************************************************
 NK0431  DESIGNATION -  V 31
 NK0431  PID         -  NK0431
 NK0431  STATE/COUNTY-  IA/HAMILTON
 NK0431  USGS QUAD   -  BLAIRSBURG (1978)
 NK0431
 NK0431                         *CURRENT SURVEY CONTROL
 NK0431  ___________________________________________________________________
 NK0431* NAD 83(1986)-  42 28 33.     (N)    093 43 06.     (W)     SCALED    
 NK0431* NAVD 88     -       355.387  (meters)    1165.97   (feet)  ADJUSTED  
 NK0431  ___________________________________________________________________
 NK0431  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 NK0431  DYNAMIC HT  -         355.307 (meters)    1165.70  (feet)  COMP
 NK0431  MODELED GRAV-     980,383.6   (mgal)                       NAVD 88
 NK0431
 NK0431  VERT ORDER  -  SECOND    CLASS 0
 NK0431
 NK0431.The horizontal coordinates were scaled from a topographic map and have
 NK0431.an estimated accuracy of +/- 6 seconds.
 NK0431
 NK0431.The orthometric height was determined by differential leveling
 NK0431.and adjusted by the National Geodetic Survey in June 1991..
 NK0431
 NK0431.The geoid height was determined by GEOID03.
 NK0431
 NK0431.The dynamic height is computed by dividing the NAVD 88
 NK0431.geopotential number by the normal gravity value computed on the
 NK0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0431.degrees latitude (g = 980.6199 gals.).
 NK0431
 NK0431.The modeled gravity was interpolated from observed gravity values.
 NK0431
 NK0431;                    North         East    Units  Estimated Accuracy
 NK0431;SPC IA N     - 1,108,420.    1,482,050.      MT  (+/- 180 meters Scaled)
 NK0431
 NK0431                          SUPERSEDED SURVEY CONTROL
 NK0431
 NK0431  NGVD 29 (??/??/92)  355.392  (m)         1165.98   (f) ADJ UNCH    2 0
 NK0431
 NK0431.Superseded values are not recommended for survey control.
 NK0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0431.See file dsdata.txt to determine how the superseded data were derived.
 NK0431
 NK0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH409028(NAD 83)
 NK0431_MARKER: DB = BENCH MARK DISK
 NK0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0431_STAMPING: V 31 1934
 NK0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0431+STABILITY: SURFACE MOTION
 NK0431
 NK0431  HISTORY     - Date     Condition        Report By
 NK0431  HISTORY     - 1934     MONUMENTED       CGS
 NK0431  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0431
 NK0431                          STATION DESCRIPTION
 NK0431
 NK0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0431'3.8 MI W FROM BLAIRSBURG.
 NK0431'3.8 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NK0431'STATION AT BLAIRSBURG, 110 YARDS WEST OF MILEPOST 350, 42.2
 NK0431'FEET SOUTH OF THE SOUTH RAIL OF THE NORTH SIDETRACK, 28.2 FEET
 NK0431'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 19 FEET NORTH
 NK0431'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 31 1934
 NK0431'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 NK0431'GROUND.
 NK0431
 NK0431                          STATION RECOVERY (1974)
 NK0431
 NK0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0383 ***********************************************************************
 NK0383  DESIGNATION -  V 32
 NK0383  PID         -  NK0383
 NK0383  STATE/COUNTY-  IA/STORY
 NK0383  USGS QUAD   -  AMES WEST (1975)
 NK0383
 NK0383                         *CURRENT SURVEY CONTROL
 NK0383  ___________________________________________________________________
 NK0383* NAD 83(1986)-  42 02 14.     (N)    093 40 42.     (W)     SCALED    
 NK0383* NAVD 88     -       304.828  (meters)    1000.09   (feet)  ADJUSTED  
 NK0383  ___________________________________________________________________
 NK0383  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 NK0383  DYNAMIC HT  -         304.728 (meters)     999.76  (feet)  COMP
 NK0383  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 NK0383
 NK0383  VERT ORDER  -  SECOND    CLASS 0
 NK0383
 NK0383.The horizontal coordinates were scaled from a topographic map and have
 NK0383.an estimated accuracy of +/- 6 seconds.
 NK0383
 NK0383.The orthometric height was determined by differential leveling
 NK0383.and adjusted by the National Geodetic Survey in June 1991..
 NK0383
 NK0383.The geoid height was determined by GEOID03.
 NK0383
 NK0383.The dynamic height is computed by dividing the NAVD 88
 NK0383.geopotential number by the normal gravity value computed on the
 NK0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0383.degrees latitude (g = 980.6199 gals.).
 NK0383
 NK0383.The modeled gravity was interpolated from observed gravity values.
 NK0383
 NK0383;                    North         East    Units  Estimated Accuracy
 NK0383;SPC IA N     - 1,059,690.    1,485,230.      MT  (+/- 180 meters Scaled)
 NK0383
 NK0383                          SUPERSEDED SURVEY CONTROL
 NK0383
 NK0383  NGVD 29 (??/??/92)  304.789  (m)          999.96   (f) ADJ UNCH    2 0
 NK0383
 NK0383.Superseded values are not recommended for survey control.
 NK0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0383.See file dsdata.txt to determine how the superseded data were derived.
 NK0383
 NK0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG438541(NAD 83)
 NK0383_MARKER: DB = BENCH MARK DISK
 NK0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0383_STAMPING: V 32 1934
 NK0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0383+STABILITY: SURFACE MOTION
 NK0383
 NK0383  HISTORY     - Date     Condition        Report By
 NK0383  HISTORY     - 1934     MONUMENTED       CGS
 NK0383  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0383
 NK0383                          STATION DESCRIPTION
 NK0383
 NK0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0383'2.9 MI W FROM AMES.
 NK0383'2.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0383'THE STATION AT AMES, STORY COUNTY, AT ONTARIO, 42 YARDS WEST
 NK0383'OF TRESTLE 571, AT A ROAD CROSSING, 34 FEET EAST OF THE
 NK0383'CENTERLINE OF THE ROAD, 23 FEET NORTH OF THE NORTH RAIL OF THE
 NK0383'MAIN TRACK, AND 23.8 FEET SOUTH OF A CORNER FENCE POST.  A
 NK0383'STANDARD DISK, STAMPED V 32 1934 AND SET IN THE TOP OF A CONCRETE
 NK0383'POST PROJECTING 4 INCHES ABOVE GROUND.
 NK0383
 NK0383                          STATION RECOVERY (1975)
 NK0383
 NK0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0214 ***********************************************************************
 MH0214  DESIGNATION -  V 33
 MH0214  PID         -  MH0214
 MH0214  STATE/COUNTY-  IA/STORY
 MH0214  USGS QUAD   -  MAXWELL (1975)
 MH0214
 MH0214                         *CURRENT SURVEY CONTROL
 MH0214  ___________________________________________________________________
 MH0214* NAD 83(1986)-  41 59 37.     (N)    093 29 09.     (W)     SCALED    
 MH0214* NAVD 88     -       294.817  (meters)     967.25   (feet)  ADJUSTED  
 MH0214  ___________________________________________________________________
 MH0214  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 MH0214  DYNAMIC HT  -         294.704 (meters)     966.87  (feet)  COMP
 MH0214  MODELED GRAV-     980,231.7   (mgal)                       NAVD 88
 MH0214
 MH0214  VERT ORDER  -  SECOND    CLASS 0
 MH0214
 MH0214.The horizontal coordinates were scaled from a topographic map and have
 MH0214.an estimated accuracy of +/- 6 seconds.
 MH0214
 MH0214.The orthometric height was determined by differential leveling
 MH0214.and adjusted by the National Geodetic Survey in June 1991..
 MH0214
 MH0214.The geoid height was determined by GEOID03.
 MH0214
 MH0214.The dynamic height is computed by dividing the NAVD 88
 MH0214.geopotential number by the normal gravity value computed on the
 MH0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0214.degrees latitude (g = 980.6199 gals.).
 MH0214
 MH0214.The modeled gravity was interpolated from observed gravity values.
 MH0214
 MH0214;                    North         East    Units  Estimated Accuracy
 MH0214;SPC IA N     - 1,054,830.    1,501,170.      MT  (+/- 180 meters Scaled)
 MH0214
 MH0214                          SUPERSEDED SURVEY CONTROL
 MH0214
 MH0214  NGVD 29 (??/??/92)  294.775  (m)          967.11   (f) ADJ UNCH    2 0
 MH0214
 MH0214.Superseded values are not recommended for survey control.
 MH0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0214.See file dsdata.txt to determine how the superseded data were derived.
 MH0214
 MH0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG597491(NAD 83)
 MH0214_MARKER: DB = BENCH MARK DISK
 MH0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0214_STAMPING: V 33 1934
 MH0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0214+STABILITY: SURFACE MOTION
 MH0214
 MH0214  HISTORY     - Date     Condition        Report By
 MH0214  HISTORY     - 1934     MONUMENTED       CGS
 MH0214
 MH0214                          STATION DESCRIPTION
 MH0214
 MH0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0214'2.4 MI SW FROM NEVADA.
 MH0214'2.4 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0214'RAILWAY FROM THE STATION AT NEVADA, STORY COUNTY, 1.5 MILES
 MH0214'NORTHEAST OF SHIPLEY, AT A SECTION-LINE-ROAD CROSSING, 46 FEET
 MH0214'SOUTH OF THE CENTERLINE OF THE ROAD, 27.1 FEET NORTHWEST OF THE
 MH0214'NORTHWEST RAIL, 26 FEET EAST OF A FENCE CORNER, AND 3.2 FEET
 MH0214'SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED V 33 1934 AND
 MH0214'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 MH0214'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0698 ***********************************************************************
 OO0698  DESIGNATION -  V 34
 OO0698  PID         -  OO0698
 OO0698  STATE/COUNTY-  IA/WINNEBAGO
 OO0698  USGS QUAD   -  FOREST CITY (1972)
 OO0698
 OO0698                         *CURRENT SURVEY CONTROL
 OO0698  ___________________________________________________________________
 OO0698* NAD 83(1986)-  43 17 09.     (N)    093 39 10.     (W)     SCALED    
 OO0698* NAVD 88     -       367.369  (meters)    1205.28   (feet)  ADJUSTED  
 OO0698  ___________________________________________________________________
 OO0698  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 OO0698  DYNAMIC HT  -         367.257 (meters)    1204.91  (feet)  COMP
 OO0698  MODELED GRAV-     980,305.4   (mgal)                       NAVD 88
 OO0698
 OO0698  VERT ORDER  -  SECOND    CLASS 0
 OO0698
 OO0698.The horizontal coordinates were scaled from a topographic map and have
 OO0698.an estimated accuracy of +/- 6 seconds.
 OO0698
 OO0698.The orthometric height was determined by differential leveling
 OO0698.and adjusted by the National Geodetic Survey in June 1991..
 OO0698
 OO0698.The geoid height was determined by GEOID03.
 OO0698
 OO0698.The dynamic height is computed by dividing the NAVD 88
 OO0698.geopotential number by the normal gravity value computed on the
 OO0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0698.degrees latitude (g = 980.6199 gals.).
 OO0698
 OO0698.The modeled gravity was interpolated from observed gravity values.
 OO0698
 OO0698;                    North         East    Units  Estimated Accuracy
 OO0698;SPC IA N     - 1,198,380.    1,487,600.      MT  (+/- 180 meters Scaled)
 OO0698
 OO0698                          SUPERSEDED SURVEY CONTROL
 OO0698
 OO0698  NGVD 29 (??/??/92)  367.329  (m)         1205.15   (f) ADJ UNCH    2 0
 OO0698
 OO0698.Superseded values are not recommended for survey control.
 OO0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0698.See file dsdata.txt to determine how the superseded data were derived.
 OO0698
 OO0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH470927(NAD 83)
 OO0698_MARKER: DB = BENCH MARK DISK
 OO0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0698_STAMPING: V 34 1934
 OO0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0698+STABILITY: SURFACE MOTION
 OO0698
 OO0698  HISTORY     - Date     Condition        Report By
 OO0698  HISTORY     - 1934     MONUMENTED       CGS
 OO0698  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0698
 OO0698                          STATION DESCRIPTION
 OO0698
 OO0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0698'1.8 MI NE FROM FOREST CITY.
 OO0698'1.8 MILES NORTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILWAY FROM
 OO0698'THE STATION AT FOREST CITY, 0.1 MILE SOUTHEAST OF MILEPOST 151, 450
 OO0698'FEET SOUTHEAST OF THE SOUTH END OF A WOODEN TRESTLE, 41.2 FEET
 OO0698'NORTHEAST OF THE NORTHEAST RAIL, 32.3 FEET SOUTHEAST OF THE SOUTH
 OO0698'CORNER FENCE POST, 8 FEET SOUTHEAST OF A POWER POLE, AND 6 FEET
 OO0698'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 34
 OO0698'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 OO0698'GROUND.  NOTE-- THE MINNEAPOLIS AND ST. LOUIS RAILWAY HAS BEEN MERGED
 OO0698'WITH THE CHICAGO AND NORTHWESTERN RAILWAY ON NOVEMBER 1960.
 OO0698
 OO0698                          STATION RECOVERY (1972)
 OO0698
 OO0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0655 ***********************************************************************
 OO0655  DESIGNATION -  V 35
 OO0655  PID         -  OO0655
 OO0655  STATE/COUNTY-  IA/WORTH
 OO0655  USGS QUAD   -  CARPENTER (1972)
 OO0655
 OO0655                         *CURRENT SURVEY CONTROL
 OO0655  ___________________________________________________________________
 OO0655* NAD 83(1986)-  43 26 54.     (N)    093 01 29.     (W)     SCALED    
 OO0655* NAVD 88     -       366.944  (meters)    1203.88   (feet)  ADJUSTED  
 OO0655  ___________________________________________________________________
 OO0655  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 OO0655  DYNAMIC HT  -         366.874 (meters)    1203.65  (feet)  COMP
 OO0655  MODELED GRAV-     980,417.6   (mgal)                       NAVD 88
 OO0655
 OO0655  VERT ORDER  -  SECOND    CLASS 0
 OO0655
 OO0655.The horizontal coordinates were scaled from a topographic map and have
 OO0655.an estimated accuracy of +/- 6 seconds.
 OO0655
 OO0655.The orthometric height was determined by differential leveling
 OO0655.and adjusted by the National Geodetic Survey in June 1991..
 OO0655
 OO0655.The geoid height was determined by GEOID03.
 OO0655
 OO0655.The dynamic height is computed by dividing the NAVD 88
 OO0655.geopotential number by the normal gravity value computed on the
 OO0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0655.degrees latitude (g = 980.6199 gals.).
 OO0655
 OO0655.The modeled gravity was interpolated from observed gravity values.
 OO0655
 OO0655;                    North         East    Units  Estimated Accuracy
 OO0655;SPC IA N     - 1,216,530.    1,538,470.      MT  (+/- 180 meters Scaled)
 OO0655
 OO0655                          SUPERSEDED SURVEY CONTROL
 OO0655
 OO0655  NGVD 29 (??/??/92)  366.956  (m)         1203.92   (f) ADJ UNCH    2 0
 OO0655
 OO0655.Superseded values are not recommended for survey control.
 OO0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0655.See file dsdata.txt to determine how the superseded data were derived.
 OO0655
 OO0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ980106(NAD 83)
 OO0655_MARKER: DB = BENCH MARK DISK
 OO0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0655_STAMPING: V 35 1934
 OO0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0655+STABILITY: SURFACE MOTION
 OO0655
 OO0655  HISTORY     - Date     Condition        Report By
 OO0655  HISTORY     - 1934     MONUMENTED       CGS
 OO0655  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0655
 OO0655                          STATION DESCRIPTION
 OO0655
 OO0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0655'0.4 MI NE FROM MELTONVILLE.
 OO0655'0.4 MILE NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0655'STATION AT MELTONVILLE, WORTH COUNTY, 122 FEET SOUTHWEST OF MILEPOST
 OO0655'35, 120 FEET NORTHWEST OF THE CENTER OF A COUNTY-ROAD CROSSING, 48
 OO0655'FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD, 45.9 FEET NORTHWEST OF
 OO0655'THE NORTHWEST RAIL OF THE MAIN TRACK, AND 1.5 FEET SOUTHEAST OF THE
 OO0655'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 35 1934 AND SET IN THE
 OO0655'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 OO0655
 OO0655                          STATION RECOVERY (1972)
 OO0655
 OO0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0219 ***********************************************************************
 OO0219  DESIGNATION -  V 36
 OO0219  PID         -  OO0219
 OO0219  STATE/COUNTY-  IA/CHICKASAW
 OO0219  USGS QUAD   -  IONIA (1972)
 OO0219
 OO0219                         *CURRENT SURVEY CONTROL
 OO0219  ___________________________________________________________________
 OO0219* NAD 83(1986)-  43 02 07.     (N)    092 27 14.     (W)     SCALED    
 OO0219* NAVD 88     -       349.227  (meters)    1145.76   (feet)  ADJUSTED  
 OO0219  ___________________________________________________________________
 OO0219  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 OO0219  DYNAMIC HT  -         349.124 (meters)    1145.42  (feet)  COMP
 OO0219  MODELED GRAV-     980,314.2   (mgal)                       NAVD 88
 OO0219
 OO0219  VERT ORDER  -  SECOND    CLASS 0
 OO0219
 OO0219.The horizontal coordinates were scaled from a topographic map and have
 OO0219.an estimated accuracy of +/- 6 seconds.
 OO0219
 OO0219.The orthometric height was determined by differential leveling
 OO0219.and adjusted by the National Geodetic Survey in June 1991..
 OO0219
 OO0219.The geoid height was determined by GEOID03.
 OO0219
 OO0219.The dynamic height is computed by dividing the NAVD 88
 OO0219.geopotential number by the normal gravity value computed on the
 OO0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0219.degrees latitude (g = 980.6199 gals.).
 OO0219
 OO0219.The modeled gravity was interpolated from observed gravity values.
 OO0219
 OO0219;                    North         East    Units  Estimated Accuracy
 OO0219;SPC IA N     - 1,171,060.    1,585,250.      MT  (+/- 180 meters Scaled)
 OO0219
 OO0219                          SUPERSEDED SURVEY CONTROL
 OO0219
 OO0219  NGVD 29 (??/??/92)  349.223  (m)         1145.74   (f) ADJ UNCH    2 0
 OO0219
 OO0219.Superseded values are not recommended for survey control.
 OO0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0219.See file dsdata.txt to determine how the superseded data were derived.
 OO0219
 OO0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH444648(NAD 83)
 OO0219_MARKER: DB = BENCH MARK DISK
 OO0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0219_STAMPING: V 36 1934
 OO0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0219+STABILITY: SURFACE MOTION
 OO0219
 OO0219  HISTORY     - Date     Condition        Report By
 OO0219  HISTORY     - 1934     MONUMENTED       CGS
 OO0219
 OO0219                          STATION DESCRIPTION
 OO0219
 OO0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0219'IN IONIA.
 OO0219'AT IONIA, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 OO0219'220 YARDS EAST OF THE STATION, ABOUT 38 YARDS EAST OF A STREET
 OO0219'CROSSING, 62 FEET SOUTHWEST OF A SWITCH LOCATED AT THE EAST END OF A
 OO0219'SIDETRACK, 48 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH SIDETRACK, AND
 OO0219'33.8 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 OO0219'STAMPED V 36 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OO0219'ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0490 ***********************************************************************
 ON0490  DESIGNATION -  V 37
 ON0490  PID         -  ON0490
 ON0490  STATE/COUNTY-  IA/WINNESHIEK
 ON0490  USGS QUAD   -  POSTVILLE NW (1981)
 ON0490
 ON0490                         *CURRENT SURVEY CONTROL
 ON0490  ___________________________________________________________________
 ON0490* NAD 83(1986)-  43 07 38.     (N)    091 43 08.     (W)     SCALED    
 ON0490* NAVD 88     -       380.106  (meters)    1247.06   (feet)  ADJUSTED  
 ON0490  ___________________________________________________________________
 ON0490  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 ON0490  DYNAMIC HT  -         380.012 (meters)    1246.76  (feet)  COMP
 ON0490  MODELED GRAV-     980,361.1   (mgal)                       NAVD 88
 ON0490
 ON0490  VERT ORDER  -  SECOND    CLASS 0
 ON0490
 ON0490.The horizontal coordinates were scaled from a topographic map and have
 ON0490.an estimated accuracy of +/- 6 seconds.
 ON0490
 ON0490.The orthometric height was determined by differential leveling
 ON0490.and adjusted by the National Geodetic Survey in June 1991..
 ON0490
 ON0490.The geoid height was determined by GEOID03.
 ON0490
 ON0490.The dynamic height is computed by dividing the NAVD 88
 ON0490.geopotential number by the normal gravity value computed on the
 ON0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0490.degrees latitude (g = 980.6199 gals.).
 ON0490
 ON0490.The modeled gravity was interpolated from observed gravity values.
 ON0490
 ON0490;                    North         East    Units  Estimated Accuracy
 ON0490;SPC IA N     - 1,182,280.    1,644,920.      MT  (+/- 180 meters Scaled)
 ON0490
 ON0490                          SUPERSEDED SURVEY CONTROL
 ON0490
 ON0490  NGVD 29 (??/??/92)  380.133  (m)         1247.15   (f) ADJ UNCH    2 0
 ON0490
 ON0490.Superseded values are not recommended for survey control.
 ON0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0490.See file dsdata.txt to determine how the superseded data were derived.
 ON0490
 ON0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH042757(NAD 83)
 ON0490_MARKER: DB = BENCH MARK DISK
 ON0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0490_STAMPING: V 37 1934
 ON0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0490+STABILITY: SURFACE MOTION
 ON0490
 ON0490  HISTORY     - Date     Condition        Report By
 ON0490  HISTORY     - 1934     MONUMENTED       CGS
 ON0490  HISTORY     - 1977     MARK NOT FOUND   USGS
 ON0490  HISTORY     - 1986     MARK NOT FOUND   NGS
 ON0490
 ON0490                          STATION DESCRIPTION
 ON0490
 ON0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0490'2.7 MI SE FROM OSSIAN.
 ON0490'2.7 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0490'PACIFIC RAILROAD FROM THE STATION AT OSSIAN, WINNESHIEK COUNTY,
 ON0490'79 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 23.5 FEET
 ON0490'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, AND 7.5 FEET
 ON0490'NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHWEST SIDETRACK.
 ON0490'A STANDARD DISK, STAMPED V 37 1934 AND SET IN THE TOP OF A
 ON0490'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 ON0490
 ON0490                          STATION RECOVERY (1977)
 ON0490
 ON0490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ON0490'MARK NOT FOUND.
 ON0490
 ON0490                          STATION RECOVERY (1986)
 ON0490
 ON0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 ON0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0216 ***********************************************************************
 OO0216  DESIGNATION -  V 38
 OO0216  PID         -  OO0216
 OO0216  STATE/COUNTY-  IA/CHICKASAW
 OO0216  USGS QUAD   -  NEW HAMPTON (1972)
 OO0216
 OO0216                         *CURRENT SURVEY CONTROL
 OO0216  ___________________________________________________________________
 OO0216* NAD 83(1986)-  43 03 32.     (N)    092 18 40.     (W)     SCALED    
 OO0216* NAVD 88     -       350.620  (meters)    1150.33   (feet)  ADJUSTED  
 OO0216  ___________________________________________________________________
 OO0216  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 OO0216  DYNAMIC HT  -         350.520 (meters)    1150.00  (feet)  COMP
 OO0216  MODELED GRAV-     980,325.6   (mgal)                       NAVD 88
 OO0216
 OO0216  VERT ORDER  -  SECOND    CLASS 0
 OO0216
 OO0216.The horizontal coordinates were scaled from a topographic map and have
 OO0216.an estimated accuracy of +/- 6 seconds.
 OO0216
 OO0216.The orthometric height was determined by differential leveling
 OO0216.and adjusted by the National Geodetic Survey in June 1991..
 OO0216
 OO0216.The geoid height was determined by GEOID03.
 OO0216
 OO0216.The dynamic height is computed by dividing the NAVD 88
 OO0216.geopotential number by the normal gravity value computed on the
 OO0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0216.degrees latitude (g = 980.6199 gals.).
 OO0216
 OO0216.The modeled gravity was interpolated from observed gravity values.
 OO0216
 OO0216;                    North         East    Units  Estimated Accuracy
 OO0216;SPC IA N     - 1,173,840.    1,596,840.      MT  (+/- 180 meters Scaled)
 OO0216
 OO0216                          SUPERSEDED SURVEY CONTROL
 OO0216
 OO0216  NGVD 29 (??/??/92)  350.619  (m)         1150.32   (f) ADJ UNCH    2 0
 OO0216
 OO0216.Superseded values are not recommended for survey control.
 OO0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0216.See file dsdata.txt to determine how the superseded data were derived.
 OO0216
 OO0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH560675(NAD 83)
 OO0216_MARKER: DB = BENCH MARK DISK
 OO0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0216_STAMPING: V 38 1934
 OO0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0216+STABILITY: SURFACE MOTION
 OO0216
 OO0216  HISTORY     - Date     Condition        Report By
 OO0216  HISTORY     - 1934     MONUMENTED       CGS
 OO0216  HISTORY     - 1942     GOOD             NGS
 OO0216  HISTORY     - 1984     GOOD             NGS
 OO0216
 OO0216                          STATION DESCRIPTION
 OO0216
 OO0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OO0216'IN NEW HAMPTON.
 OO0216'AT NEW HAMPTON, 64.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 OO0216'CHICAGO, GREAT WESTERN RAILROAD STATION, 54 FEET SOUTH OF THE
 OO0216'CENTERLINE OF THE MAIN STREET (STATE HIGHWAY 24), 42.5 FEET NORTHWEST
 OO0216'OF THE NORTHWEST CORNER OF THE PHILLIPS OIL CO. SERVICE STATION, 13
 OO0216'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 8.3 FEET SOUTH OF THE
 OO0216'FIRST POLE SOUTH OF A ROAD CROSSING, AND IN LINE WITH A ROW OF POLES.
 OO0216'A STANDARD DISK, STAMPED V 38 1934 AND SET IN THE TOP OF A CONCRETE
 OO0216'POST PROJECTING 1 INCH ABOVE GROUND.
 OO0216
 OO0216                          STATION RECOVERY (1984)
 OO0216
 OO0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OO0216'ABOUT 0.48 KM (0.3 MI) EAST ALONG WEST MAIN STREET AND STATE HIGHWAY
 OO0216'24, FROM THE JUNCTION WITH NORTH LINN AVENUE AND U.S. HIGHWAYS 18 AND
 OO0216'63, TO THE MARK ON THE RIGHT, 16.5 M (54.0 FT) SOUTH FROM THE
 OO0216'CENTERLINE OF THE STREET, 12.95 M (42.5 FT) NORTHWEST FROM THE
 OO0216'NORTHWEST CORNER OF AN OLD GASOLINE STATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0257 ***********************************************************************
 OO0257  DESIGNATION -  V 39
 OO0257  PID         -  OO0257
 OO0257  STATE/COUNTY-  IA/CHICKASAW
 OO0257  USGS QUAD   -  BASSETT (1971)
 OO0257
 OO0257                         *CURRENT SURVEY CONTROL
 OO0257  ___________________________________________________________________
 OO0257* NAD 83(1986)-  43 01 17.     (N)    092 35 28.     (W)     SCALED    
 OO0257* NAVD 88     -       308.949  (meters)    1013.61   (feet)  ADJUSTED  
 OO0257  ___________________________________________________________________
 OO0257  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 OO0257  DYNAMIC HT  -         308.853 (meters)    1013.30  (feet)  COMP
 OO0257  MODELED GRAV-     980,301.8   (mgal)                       NAVD 88
 OO0257
 OO0257  VERT ORDER  -  SECOND    CLASS 0
 OO0257
 OO0257.The horizontal coordinates were scaled from a topographic map and have
 OO0257.an estimated accuracy of +/- 6 seconds.
 OO0257
 OO0257.The orthometric height was determined by differential leveling
 OO0257.and adjusted by the National Geodetic Survey in June 1991..
 OO0257
 OO0257.The geoid height was determined by GEOID03.
 OO0257
 OO0257.The dynamic height is computed by dividing the NAVD 88
 OO0257.geopotential number by the normal gravity value computed on the
 OO0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0257.degrees latitude (g = 980.6199 gals.).
 OO0257
 OO0257.The modeled gravity was interpolated from observed gravity values.
 OO0257
 OO0257;                    North         East    Units  Estimated Accuracy
 OO0257;SPC IA N     - 1,169,390.    1,574,080.      MT  (+/- 180 meters Scaled)
 OO0257
 OO0257                          SUPERSEDED SURVEY CONTROL
 OO0257
 OO0257  NGVD 29 (??/??/92)  308.941  (m)         1013.58   (f) ADJ UNCH    2 0
 OO0257
 OO0257.Superseded values are not recommended for survey control.
 OO0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0257.See file dsdata.txt to determine how the superseded data were derived.
 OO0257
 OO0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH333632(NAD 83)
 OO0257_MARKER: DB = BENCH MARK DISK
 OO0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0257_STAMPING: V 39 1934
 OO0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0257+STABILITY: SURFACE MOTION
 OO0257
 OO0257  HISTORY     - Date     Condition        Report By
 OO0257  HISTORY     - 1934     MONUMENTED       CGS
 OO0257
 OO0257                          STATION DESCRIPTION
 OO0257
 OO0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0257'6.1 MI N FROM NASHUA.
 OO0257'6.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 OO0257'AT NASHUA, CHICKASAW COUNTY, 256 YARDS NORTH OF WOODEN TRESTLE C 36-1,
 OO0257'45.5 FEET EAST OF THE EAST RAIL, AND 2.3 FEET WEST OF THE RIGHT OF WAY
 OO0257'FENCE.  A STANDARD DISK, STAMPED V 39 1934 AND SET IN THE TOP OF A
 OO0257'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0202 ***********************************************************************
 MH0202  DESIGNATION -  V 4
 MH0202  PID         -  MH0202
 MH0202  STATE/COUNTY-  IA/POLK
 MH0202  USGS QUAD   -  MITCHELLVILLE (1972)
 MH0202
 MH0202                         *CURRENT SURVEY CONTROL
 MH0202  ___________________________________________________________________
 MH0202* NAD 83(1986)-  41 39 01.     (N)    093 20 55.     (W)     SCALED    
 MH0202* NAVD 88     -       290.011  (meters)     951.48   (feet)  ADJUSTED  
 MH0202  ___________________________________________________________________
 MH0202  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 MH0202  DYNAMIC HT  -         289.888 (meters)     951.07  (feet)  COMP
 MH0202  MODELED GRAV-     980,191.7   (mgal)                       NAVD 88
 MH0202
 MH0202  VERT ORDER  -  FIRST     CLASS II
 MH0202
 MH0202.The horizontal coordinates were scaled from a topographic map and have
 MH0202.an estimated accuracy of +/- 6 seconds.
 MH0202
 MH0202.The orthometric height was determined by differential leveling
 MH0202.and adjusted by the National Geodetic Survey in June 1991..
 MH0202
 MH0202.The geoid height was determined by GEOID03.
 MH0202
 MH0202.The dynamic height is computed by dividing the NAVD 88
 MH0202.geopotential number by the normal gravity value computed on the
 MH0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0202.degrees latitude (g = 980.6199 gals.).
 MH0202
 MH0202.The modeled gravity was interpolated from observed gravity values.
 MH0202
 MH0202;                    North         East    Units  Estimated Accuracy
 MH0202;SPC IA S     -   183,280.      512,610.      MT  (+/- 180 meters Scaled)
 MH0202
 MH0202                          SUPERSEDED SURVEY CONTROL
 MH0202
 MH0202  NGVD 29 (??/??/92)  289.969  (m)          951.34   (f) ADJ UNCH    1 2
 MH0202
 MH0202.Superseded values are not recommended for survey control.
 MH0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0202.See file dsdata.txt to determine how the superseded data were derived.
 MH0202
 MH0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG709110(NAD 83)
 MH0202_MARKER: DB = BENCH MARK DISK
 MH0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0202_STAMPING: 951.340 V 4 1930
 MH0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0202+STABILITY: SURFACE MOTION
 MH0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0202+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 MH0202
 MH0202  HISTORY     - Date     Condition        Report By
 MH0202  HISTORY     - 1930     MONUMENTED       CGS
 MH0202  HISTORY     - 1934     GOOD             NGS
 MH0202  HISTORY     - 20021031 GOOD             JCLS
 MH0202  HISTORY     - 20031106 GOOD             JCLS
 MH0202  HISTORY     - 20060922 GOOD             INDIV
 MH0202
 MH0202                          STATION DESCRIPTION
 MH0202
 MH0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0202'0.6 MI SE FROM NOBLETON.
 MH0202'0.6 MILE SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0202'RAILWAY FROM NOBLETON, POLE COUNTY, NEAR THE POLE-JASPER COUNTY
 MH0202'LINE, 9 FEET WEST OF THE WEST LINE OF A NORTH-AND-SOUTH ROAD
 MH0202'FENCED 50 FEET WIDE, AND 44 FEET SOUTHWEST OF THE CENTERLINE OF
 MH0202'THE TRACK.  A STANDARD DISK, STAMPED 951.340 V 4 1930 AND SET
 MH0202'IN THE TOP OF A CONCRETE POST.
 MH0202
 MH0202                          STATION RECOVERY (2002)
 MH0202
 MH0202'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 MH0202'RECOVERED IN GOOD CONDITION.
 MH0202
 MH0202                          STATION RECOVERY (2003)
 MH0202
 MH0202'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 MH0202'RECOVERED IN GOOD CONDITION.
 MH0202
 MH0202                          STATION RECOVERY (2006)
 MH0202
 MH0202'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BLY)
 MH0202'MONUMENT IS 0.5 MILES SOUTH OF THE INTERSECTION OF NE 148TH STREET
 MH0202'SOUTH AND NE 54TH AVENUE ON 148TH STREET SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0300 ***********************************************************************
 OO0300  DESIGNATION -  V 40
 OO0300  PID         -  OO0300
 OO0300  STATE/COUNTY-  IA/MITCHELL
 OO0300  USGS QUAD   -  OSAGE (1972)
 OO0300
 OO0300                         *CURRENT SURVEY CONTROL
 OO0300  ___________________________________________________________________
 OO0300* NAD 83(1986)-  43 17 32.     (N)    092 48 39.     (W)     SCALED    
 OO0300* NAVD 88     -       355.456  (meters)    1166.19   (feet)  ADJUSTED  
 OO0300  ___________________________________________________________________
 OO0300  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 OO0300  DYNAMIC HT  -         355.356 (meters)    1165.86  (feet)  COMP
 OO0300  MODELED GRAV-     980,330.1   (mgal)                       NAVD 88
 OO0300
 OO0300  VERT ORDER  -  SECOND    CLASS 0
 OO0300
 OO0300.The horizontal coordinates were scaled from a topographic map and have
 OO0300.an estimated accuracy of +/- 6 seconds.
 OO0300
 OO0300.The orthometric height was determined by differential leveling
 OO0300.and adjusted by the National Geodetic Survey in June 1991..
 OO0300
 OO0300.The geoid height was determined by GEOID03.
 OO0300
 OO0300.The dynamic height is computed by dividing the NAVD 88
 OO0300.geopotential number by the normal gravity value computed on the
 OO0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0300.degrees latitude (g = 980.6199 gals.).
 OO0300
 OO0300.The modeled gravity was interpolated from observed gravity values.
 OO0300
 OO0300;                    North         East    Units  Estimated Accuracy
 OO0300;SPC IA N     - 1,199,310.    1,555,930.      MT  (+/- 180 meters Scaled)
 OO0300
 OO0300                          SUPERSEDED SURVEY CONTROL
 OO0300
 OO0300  NGVD 29 (??/??/92)  355.449  (m)         1166.17   (f) ADJ UNCH    2 0
 OO0300
 OO0300.Superseded values are not recommended for survey control.
 OO0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0300.See file dsdata.txt to determine how the superseded data were derived.
 OO0300
 OO0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH153932(NAD 83)
 OO0300_MARKER: DB = BENCH MARK DISK
 OO0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0300_STAMPING: V 40 1934
 OO0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0300+STABILITY: SURFACE MOTION
 OO0300
 OO0300  HISTORY     - Date     Condition        Report By
 OO0300  HISTORY     - 1934     MONUMENTED       CGS
 OO0300  HISTORY     - 1971     MARK NOT FOUND   USGS
 OO0300
 OO0300                          STATION DESCRIPTION
 OO0300
 OO0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0300'0.5 MI NE FROM OSAGE.
 OO0300'0.5 MILE NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0300'STATION AT OSAGE, MITCHELL COUNTY, 180 YARDS SOUTHWEST OF MILEPOST
 OO0300'208, 44 FEET NORTHWEST OF THE NORTHWEST RAIL AT THE NORTHEAST END OF A
 OO0300'WYE SWITCH, 39 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 OO0300'AND 7 FEET SOUTHEAST OF A SNOW FENCE.  A STANDARD DISK, STAMPED V 40
 OO0300'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OO0300'GROUND.  NOTE-- RAILROAD IS NOW ABANDONED, RAILS AND TIES ARE REMOVED.
 OO0300
 OO0300                          STATION RECOVERY (1971)
 OO0300
 OO0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OO0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0245 ***********************************************************************
 OO0245  DESIGNATION -  V 41
 OO0245  PID         -  OO0245
 OO0245  STATE/COUNTY-  IA/HOWARD
 OO0245  USGS QUAD   -  CRESCO SW (1981)
 OO0245
 OO0245                         *CURRENT SURVEY CONTROL
 OO0245  ___________________________________________________________________
 OO0245* NAD 83(1986)-  43 22 23.     (N)    092 07 39.     (W)     SCALED    
 OO0245* NAVD 88     -       393.239  (meters)    1290.15   (feet)  ADJUSTED  
 OO0245  ___________________________________________________________________
 OO0245  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 OO0245  DYNAMIC HT  -         393.139 (meters)    1289.82  (feet)  COMP
 OO0245  MODELED GRAV-     980,353.7   (mgal)                       NAVD 88
 OO0245
 OO0245  VERT ORDER  -  SECOND    CLASS 0
 OO0245
 OO0245.The horizontal coordinates were scaled from a topographic map and have
 OO0245.an estimated accuracy of +/- 6 seconds.
 OO0245
 OO0245.The orthometric height was determined by differential leveling
 OO0245.and adjusted by the National Geodetic Survey in June 1991..
 OO0245
 OO0245.The geoid height was determined by GEOID03.
 OO0245
 OO0245.The dynamic height is computed by dividing the NAVD 88
 OO0245.geopotential number by the normal gravity value computed on the
 OO0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0245.degrees latitude (g = 980.6199 gals.).
 OO0245
 OO0245.The modeled gravity was interpolated from observed gravity values.
 OO0245
 OO0245;                    North         East    Units  Estimated Accuracy
 OO0245;SPC IA N     - 1,208,970.    1,611,230.      MT  (+/- 180 meters Scaled)
 OO0245
 OO0245                          SUPERSEDED SURVEY CONTROL
 OO0245
 OO0245  NGVD 29 (??/??/92)  393.234  (m)         1290.14   (f) ADJ UNCH    2 0
 OO0245
 OO0245.Superseded values are not recommended for survey control.
 OO0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0245.See file dsdata.txt to determine how the superseded data were derived.
 OO0245
 OO0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ706026(NAD 83)
 OO0245_MARKER: DB = BENCH MARK DISK
 OO0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0245_STAMPING: V 41 1934
 OO0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0245+STABILITY: SURFACE MOTION
 OO0245
 OO0245  HISTORY     - Date     Condition        Report By
 OO0245  HISTORY     - 1934     MONUMENTED       CGS
 OO0245  HISTORY     - 1977     MARK NOT FOUND   USGS
 OO0245
 OO0245                          STATION DESCRIPTION
 OO0245
 OO0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0245'0.5 MI W FROM CRESCO.
 OO0245'0.5 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0245'RAILROAD FROM THE STATION AT CRESCO, HOWARD COUNTY, 135 YARDS WEST OF
 OO0245'THE CENTER OF A ROAD CROSSING, 118 FEET SOUTHEAST OF A SWITCH POST,
 OO0245'9.2 FEET EAST OF THE THIRD POLE WEST OF THE ROAD CROSSING, 31.8 FEET
 OO0245'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND IN LINE WITH A ROW OF
 OO0245'POLES.  A STANDARD DISK, STAMPED V 41 1934 AND SET IN THE TOP OF A
 OO0245'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OO0245
 OO0245                          STATION RECOVERY (1977)
 OO0245
 OO0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OO0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0475 ***********************************************************************
 ON0475  DESIGNATION -  V 42
 ON0475  PID         -  ON0475
 ON0475  STATE/COUNTY-  IA/WINNESHIEK
 ON0475  USGS QUAD   -  BURR OAK (1981)
 ON0475
 ON0475                         *CURRENT SURVEY CONTROL
 ON0475  ___________________________________________________________________
 ON0475* NAD 83(1986)-  43 26 08.     (N)    091 51 45.     (W)     SCALED    
 ON0475* NAVD 88     -       382.442  (meters)    1254.73   (feet)  ADJUSTED  
 ON0475  ___________________________________________________________________
 ON0475  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ON0475  DYNAMIC HT  -         382.357 (meters)    1254.45  (feet)  COMP
 ON0475  MODELED GRAV-     980,384.4   (mgal)                       NAVD 88
 ON0475
 ON0475  VERT ORDER  -  SECOND    CLASS 0
 ON0475
 ON0475.The horizontal coordinates were scaled from a topographic map and have
 ON0475.an estimated accuracy of +/- 6 seconds.
 ON0475
 ON0475.The orthometric height was determined by differential leveling
 ON0475.and adjusted by the National Geodetic Survey in June 1991..
 ON0475
 ON0475.The geoid height was determined by GEOID03.
 ON0475
 ON0475.The dynamic height is computed by dividing the NAVD 88
 ON0475.geopotential number by the normal gravity value computed on the
 ON0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0475.degrees latitude (g = 980.6199 gals.).
 ON0475
 ON0475.The modeled gravity was interpolated from observed gravity values.
 ON0475
 ON0475;                    North         East    Units  Estimated Accuracy
 ON0475;SPC IA N     - 1,216,290.    1,632,570.      MT  (+/- 180 meters Scaled)
 ON0475
 ON0475                          SUPERSEDED SURVEY CONTROL
 ON0475
 ON0475  NGVD 29 (??/??/92)  382.458  (m)         1254.78   (f) ADJ UNCH    2 0
 ON0475
 ON0475.Superseded values are not recommended for survey control.
 ON0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0475.See file dsdata.txt to determine how the superseded data were derived.
 ON0475
 ON0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ920098(NAD 83)
 ON0475_MARKER: DB = BENCH MARK DISK
 ON0475_SETTING: 0 = UNSPECIFIED SETTING
 ON0475_STAMPING: V 42 1934
 ON0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0475
 ON0475  HISTORY     - Date     Condition        Report By
 ON0475  HISTORY     - 1934     MONUMENTED       CGS
 ON0475  HISTORY     - 1973     GOOD             NGS
 ON0475
 ON0475                          STATION DESCRIPTION
 ON0475
 ON0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 ON0475'1.5 MI S FROM BURROAK.
 ON0475'1.5 MILES SOUTH ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE IN
 ON0475'BURROAK, 4 FEET NORTHEAST OF A CORNER FENCE POST, 1 FOOT SOUTH
 ON0475'OF A METAL WITNESS POST, 39.5 FEET SOUTHWEST OF THE CENTER OF THE
 ON0475'HIGHWAY AND THE MONUMENT PROJECTS 4 INCHES ABOVE THE GROUND
 ON0475'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0126 ***********************************************************************
 MH0126  DESIGNATION -  V 5
 MH0126  PID         -  MH0126
 MH0126  STATE/COUNTY-  IA/WAPELLO
 MH0126  USGS QUAD   -  EDDYVILLE (1968)
 MH0126
 MH0126                         *CURRENT SURVEY CONTROL
 MH0126  ___________________________________________________________________
 MH0126* NAD 83(1986)-  41 09 05.     (N)    092 37 34.     (W)     SCALED    
 MH0126* NAVD 88     -       203.734  (meters)     668.42   (feet)  ADJUSTED  
 MH0126  ___________________________________________________________________
 MH0126  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MH0126  DYNAMIC HT  -         203.644 (meters)     668.12  (feet)  COMP
 MH0126  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 MH0126
 MH0126  VERT ORDER  -  FIRST     CLASS II
 MH0126
 MH0126.The horizontal coordinates were scaled from a topographic map and have
 MH0126.an estimated accuracy of +/- 6 seconds.
 MH0126
 MH0126.The orthometric height was determined by differential leveling
 MH0126.and adjusted by the National Geodetic Survey in June 1991..
 MH0126
 MH0126.The geoid height was determined by GEOID03.
 MH0126
 MH0126.The dynamic height is computed by dividing the NAVD 88
 MH0126.geopotential number by the normal gravity value computed on the
 MH0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0126.degrees latitude (g = 980.6199 gals.).
 MH0126
 MH0126.The modeled gravity was interpolated from observed gravity values.
 MH0126
 MH0126;                    North         East    Units  Estimated Accuracy
 MH0126;SPC IA S     -   128,230.      573,350.      MT  (+/- 180 meters Scaled)
 MH0126
 MH0126                          SUPERSEDED SURVEY CONTROL
 MH0126
 MH0126  NGVD 29 (??/??/92)  203.719  (m)          668.37   (f) ADJ UNCH    1 2
 MH0126
 MH0126.Superseded values are not recommended for survey control.
 MH0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0126.See file dsdata.txt to determine how the superseded data were derived.
 MH0126
 MH0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF313556(NAD 83)
 MH0126_MARKER: DB = BENCH MARK DISK
 MH0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0126_STAMPING: 668.368 V 5 1930
 MH0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0126+STABILITY: SURFACE MOTION
 MH0126
 MH0126  HISTORY     - Date     Condition        Report By
 MH0126  HISTORY     - 1930     MONUMENTED       CGS
 MH0126  HISTORY     - 1935     GOOD             NGS
 MH0126  HISTORY     - 1984     MARK NOT FOUND   NGS
 MH0126
 MH0126                          STATION DESCRIPTION
 MH0126
 MH0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MH0126'0.5 MI SE FROM EDDYVILLE.
 MH0126'1/2 MILE SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0126'RAILWAY FROM THE STATION AT EDDYVILLE, WAPELLO COUNTY, AT A ROAD
 MH0126'CROSSING, 9 FEET NORTH OF THE NORTH FENCE LINE OF AN EAST-AND-WEST
 MH0126'ROAD FENCED 50 FEET WIDE, 48 FEET SOUTH OF A POLE, AND 44 FEET
 MH0126'SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 MH0126'STAMPED 668.368 V 5 1930 AND SET IN THE TOP OF A CONCRETE POST.
 MH0126
 MH0126                          STATION RECOVERY (1984)
 MH0126
 MH0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MH0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0470 ***********************************************************************
 MG0470  DESIGNATION -  V 6
 MG0470  PID         -  MG0470
 MG0470  STATE/COUNTY-  IA/WASHINGTON
 MG0470  USGS QUAD   -  WEST CHESTER (1973)
 MG0470
 MG0470                         *CURRENT SURVEY CONTROL
 MG0470  ___________________________________________________________________
 MG0470* NAD 83(1986)-  41 16 32.     (N)    091 47 29.     (W)     SCALED    
 MG0470* NAVD 88     -       233.034  (meters)     764.55   (feet)  ADJUSTED  
 MG0470  ___________________________________________________________________
 MG0470  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0470  DYNAMIC HT  -         232.934 (meters)     764.22  (feet)  COMP
 MG0470  MODELED GRAV-     980,190.9   (mgal)                       NAVD 88
 MG0470
 MG0470  VERT ORDER  -  FIRST     CLASS II
 MG0470
 MG0470.The horizontal coordinates were scaled from a topographic map and have
 MG0470.an estimated accuracy of +/- 6 seconds.
 MG0470
 MG0470.The orthometric height was determined by differential leveling
 MG0470.and adjusted by the National Geodetic Survey in June 1991..
 MG0470
 MG0470.The geoid height was determined by GEOID03.
 MG0470
 MG0470.The dynamic height is computed by dividing the NAVD 88
 MG0470.geopotential number by the normal gravity value computed on the
 MG0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0470.degrees latitude (g = 980.6199 gals.).
 MG0470
 MG0470.The modeled gravity was interpolated from observed gravity values.
 MG0470
 MG0470;                    North         East    Units  Estimated Accuracy
 MG0470;SPC IA S     -   143,060.      643,140.      MT  (+/- 180 meters Scaled)
 MG0470
 MG0470                          SUPERSEDED SURVEY CONTROL
 MG0470
 MG0470  NGVD 29 (??/??/92)  233.061  (m)          764.63   (f) ADJ UNCH    1 2
 MG0470
 MG0470.Superseded values are not recommended for survey control.
 MG0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0470.See file dsdata.txt to determine how the superseded data were derived.
 MG0470
 MG0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF012700(NAD 83)
 MG0470_MARKER: DB = BENCH MARK DISK
 MG0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0470_STAMPING: 764.634 V 6 1930
 MG0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0470+STABILITY: SURFACE MOTION
 MG0470
 MG0470  HISTORY     - Date     Condition        Report By
 MG0470  HISTORY     - 1930     MONUMENTED       CGS
 MG0470  HISTORY     - 1941     GOOD             NGS
 MG0470
 MG0470                          STATION DESCRIPTION
 MG0470
 MG0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0470'AT TITUS.
 MG0470'AT TITUS, NORTH OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MG0470'RAILROAD STATION, 148 FEET NORTHWEST OF THE CENTERLINE OF THE
 MG0470'MAIN TRACK, 68 FEET WEST OF AN 18-INCH ELM TREE, 11 FEET WEST
 MG0470'OF A GATE POST, AND AT A FENCE LINE.  A STANDARD DISK, STAMPED
 MG0470'764.634 V 6 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0344 ***********************************************************************
 MG0344  DESIGNATION -  V 70
 MG0344  PID         -  MG0344
 MG0344  STATE/COUNTY-  IA/CLINTON
 MG0344  USGS QUAD   -  WHEATLAND (1991)
 MG0344
 MG0344                         *CURRENT SURVEY CONTROL
 MG0344  ___________________________________________________________________
 MG0344* NAD 83(1986)-  41 51 24.     (N)    090 49 59.     (W)     SCALED    
 MG0344* NAVD 88     -       208.535  (meters)     684.17   (feet)  ADJUSTED  
 MG0344  ___________________________________________________________________
 MG0344  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MG0344  DYNAMIC HT  -         208.461 (meters)     683.93  (feet)  COMP
 MG0344  MODELED GRAV-     980,263.3   (mgal)                       NAVD 88
 MG0344
 MG0344  VERT ORDER  -  SECOND    CLASS 0
 MG0344
 MG0344.The horizontal coordinates were scaled from a topographic map and have
 MG0344.an estimated accuracy of +/- 6 seconds.
 MG0344
 MG0344.The orthometric height was determined by differential leveling
 MG0344.and adjusted by the National Geodetic Survey in June 1991..
 MG0344
 MG0344.The geoid height was determined by GEOID03.
 MG0344
 MG0344.The dynamic height is computed by dividing the NAVD 88
 MG0344.geopotential number by the normal gravity value computed on the
 MG0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0344.degrees latitude (g = 980.6199 gals.).
 MG0344
 MG0344.The modeled gravity was interpolated from observed gravity values.
 MG0344
 MG0344;                    North         East    Units  Estimated Accuracy
 MG0344;SPC IA S     -   209,580.      721,420.      MT  (+/- 180 meters Scaled)
 MG0344
 MG0344                          SUPERSEDED SURVEY CONTROL
 MG0344
 MG0344  NGVD 29 (??/??/92)  208.578  (m)          684.31   (f) ADJ UNCH    2 0
 MG0344
 MG0344.Superseded values are not recommended for survey control.
 MG0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0344.See file dsdata.txt to determine how the superseded data were derived.
 MG0344
 MG0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG798361(NAD 83)
 MG0344_MARKER: DB = BENCH MARK DISK
 MG0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0344_STAMPING: V 70 1934
 MG0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0344+STABILITY: SURFACE MOTION
 MG0344
 MG0344  HISTORY     - Date     Condition        Report By
 MG0344  HISTORY     - 1934     MONUMENTED       CGS
 MG0344  HISTORY     - 1943     MARK NOT FOUND   NGS
 MG0344  HISTORY     - 19941118 MARK NOT FOUND   USPSQD
 MG0344  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MG0344
 MG0344                          STATION DESCRIPTION
 MG0344
 MG0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MG0344'2.2 MI N FROM WHEATLAND.
 MG0344'2.2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MG0344'PACIFIC RAILROAD FROM THE STATION AT WHEATLAND, CLINTON COUNTY,
 MG0344'17-1/2 POLES SOUTH OF MILEPOST 33, AT A PRIVATE-ROAD CROSSING, 43
 MG0344'FEET WEST OF THE CENTERLINE OF THE TRACK, 14 FEET NORTH OF THE
 MG0344'CENTER OF A GATE, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND
 MG0344'ONE FOOT LOWER THAN THE TRACK.  NOTE-- 2.2 MILES NORTH ALONG
 MG0344'THE ROUTE OF THE NOW DISMANTLED CHICAGO, MILWAUKEE, ST. PAUL
 MG0344'AND PACIFIC RAILROAD.
 MG0344
 MG0344                          STATION RECOVERY (1994)
 MG0344
 MG0344'RECOVERY NOTE BY US POWER SQUADRON 1994
 MG0344'MARK NOT FOUND.
 MG0344
 MG0344                          STATION RECOVERY (2001)
 MG0344
 MG0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MG0344'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0520 ***********************************************************************
 NJ0520  DESIGNATION -  V 71
 NJ0520  PID         -  NJ0520
 NJ0520  STATE/COUNTY-  IA/JONES
 NJ0520  USGS QUAD   -  HOPKINTON EAST (1966)
 NJ0520
 NJ0520                         *CURRENT SURVEY CONTROL
 NJ0520  ___________________________________________________________________
 NJ0520* NAD 83(1986)-  42 15 38.     (N)    091 11 53.     (W)     SCALED    
 NJ0520* NAVD 88     -       246.185  (meters)     807.69   (feet)  ADJUSTED  
 NJ0520  ___________________________________________________________________
 NJ0520  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 NJ0520  DYNAMIC HT  -         246.100 (meters)     807.41  (feet)  COMP
 NJ0520  MODELED GRAV-     980,270.5   (mgal)                       NAVD 88
 NJ0520
 NJ0520  VERT ORDER  -  SECOND    CLASS 0
 NJ0520
 NJ0520.The horizontal coordinates were scaled from a topographic map and have
 NJ0520.an estimated accuracy of +/- 6 seconds.
 NJ0520
 NJ0520.The orthometric height was determined by differential leveling
 NJ0520.and adjusted by the National Geodetic Survey in June 1991..
 NJ0520
 NJ0520.The geoid height was determined by GEOID03.
 NJ0520
 NJ0520.The dynamic height is computed by dividing the NAVD 88
 NJ0520.geopotential number by the normal gravity value computed on the
 NJ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0520.degrees latitude (g = 980.6199 gals.).
 NJ0520
 NJ0520.The modeled gravity was interpolated from observed gravity values.
 NJ0520
 NJ0520;                    North         East    Units  Estimated Accuracy
 NJ0520;SPC IA N     - 1,087,070.    1,689,910.      MT  (+/- 180 meters Scaled)
 NJ0520
 NJ0520                          SUPERSEDED SURVEY CONTROL
 NJ0520
 NJ0520  NGVD 29 (??/??/92)  246.213  (m)          807.78   (f) ADJ UNCH    2 0
 NJ0520
 NJ0520.Superseded values are not recommended for survey control.
 NJ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0520.See file dsdata.txt to determine how the superseded data were derived.
 NJ0520
 NJ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG486802(NAD 83)
 NJ0520_MARKER: DB = BENCH MARK DISK
 NJ0520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0520_SP_SET: PIER
 NJ0520_STAMPING: V 71 1934
 NJ0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0520
 NJ0520  HISTORY     - Date     Condition        Report By
 NJ0520  HISTORY     - 1934     MONUMENTED       CGS
 NJ0520  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0520  HISTORY     - 20050715 MARK NOT FOUND   GEOCAC
 NJ0520
 NJ0520                          STATION DESCRIPTION
 NJ0520
 NJ0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0520'1.6 MI NW FROM MONTICELLO.
 NJ0520'1.6 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0520'AND PACIFIC RAILROAD FROM THE STATION AT MONTICELLO, JONES
 NJ0520'COUNTY, 10-1/2 POLES SOUTH OF MILEPOST 26, IN THE TOP OF THE
 NJ0520'WEST END OF THE SOUTH STONE PIER BETWEEN A BANNISTER AND A
 NJ0520'GIRDER, 8 INCHES WEST OF A GIRDER JOINT, AND ABOUT 6 FEET LOWER
 NJ0520'THAN THE TRACK.  A STANDARD DISK, STAMPED V 71 1934.
 NJ0520
 NJ0520                          STATION RECOVERY (1998)
 NJ0520
 NJ0520'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0520'MARK NOT FOUND.
 NJ0520
 NJ0520                          STATION RECOVERY (2005)
 NJ0520
 NJ0520'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0520'THE RAILROAD HAS BEEN DISMANTLED AND THE BRIDGE REMOVED.  THE STONE
 NJ0520'PIERS AND ABUTMENT SOUTH OF THE RIVER ARE QUITE DETERIORATED.  A
 NJ0520'THOROUGH SEARCH OF THE REMNANTS OF THE SOUTH STONE PIER, SOUTH
 NJ0520'ABUTMENT, AND THE STONE PIER IN THE RIVER FAILED TO REVEAL ANY
 NJ0520'EVIDENCE OF THE DISK OR ITS SETTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0224 ***********************************************************************
 NJ0224  DESIGNATION -  V 72
 NJ0224  PID         -  NJ0224
 NJ0224  STATE/COUNTY-  IA/DUBUQUE
 NJ0224  USGS QUAD   -  PEOSTA (1972)
 NJ0224
 NJ0224                         *CURRENT SURVEY CONTROL
 NJ0224  ___________________________________________________________________
 NJ0224* NAD 83(1986)-  42 29 34.     (N)    090 52 13.     (W)     SCALED    
 NJ0224* NAVD 88     -       233.485  (meters)     766.03   (feet)  ADJUSTED  
 NJ0224  ___________________________________________________________________
 NJ0224  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 NJ0224  DYNAMIC HT  -         233.409 (meters)     765.78  (feet)  COMP
 NJ0224  MODELED GRAV-     980,292.3   (mgal)                       NAVD 88
 NJ0224
 NJ0224  VERT ORDER  -  SECOND    CLASS 0
 NJ0224
 NJ0224.The horizontal coordinates were scaled from a topographic map and have
 NJ0224.an estimated accuracy of +/- 6 seconds.
 NJ0224
 NJ0224.The orthometric height was determined by differential leveling
 NJ0224.and adjusted by the National Geodetic Survey in June 1991..
 NJ0224
 NJ0224.The geoid height was determined by GEOID03.
 NJ0224
 NJ0224.The dynamic height is computed by dividing the NAVD 88
 NJ0224.geopotential number by the normal gravity value computed on the
 NJ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0224.degrees latitude (g = 980.6199 gals.).
 NJ0224
 NJ0224.The modeled gravity was interpolated from observed gravity values.
 NJ0224
 NJ0224;                    North         East    Units  Estimated Accuracy
 NJ0224;SPC IA N     - 1,113,640.    1,716,140.      MT  (+/- 180 meters Scaled)
 NJ0224
 NJ0224                          SUPERSEDED SURVEY CONTROL
 NJ0224
 NJ0224  NGVD 29 (??/??/92)  233.518  (m)          766.13   (f) ADJ UNCH    2 0
 NJ0224
 NJ0224.Superseded values are not recommended for survey control.
 NJ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0224.See file dsdata.txt to determine how the superseded data were derived.
 NJ0224
 NJ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH750066(NAD 83)
 NJ0224_MARKER: DB = BENCH MARK DISK
 NJ0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0224_SP_SET: FOUNDATION
 NJ0224_STAMPING: V 72 1934
 NJ0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0224
 NJ0224  HISTORY     - Date     Condition        Report By
 NJ0224  HISTORY     - 1934     MONUMENTED       CGS
 NJ0224
 NJ0224                          STATION DESCRIPTION
 NJ0224
 NJ0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0224'AT GRAF.
 NJ0224'AT GRAF, DUBUQUE COUNTY, 130 FEET SOUTHEAST OF THE CHICAGO
 NJ0224'GREAT WESTERN RAILROAD STATION, 29 POLES SOUTHWEST OF MILEPOST
 NJ0224'187, AT A WATER TOWER, AND IN THE TOP OF THE NORTH CORNER OF THE
 NJ0224'CONCRETE FOUNDATION OF THE NORTHWEST LEG.  A STANDARD DISK,
 NJ0224'STAMPED V 72 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0611 ***********************************************************************
 NJ0611  DESIGNATION -  V 73
 NJ0611  PID         -  NJ0611
 NJ0611  STATE/COUNTY-  IA/BUCHANAN
 NJ0611  USGS QUAD   -  LAMONT (1965)
 NJ0611
 NJ0611                         *CURRENT SURVEY CONTROL
 NJ0611  ___________________________________________________________________
 NJ0611* NAD 83(1986)-  42 36 01.     (N)    091 38 34.     (W)     SCALED    
 NJ0611* NAVD 88     -       317.548  (meters)    1041.82   (feet)  ADJUSTED  
 NJ0611  ___________________________________________________________________
 NJ0611  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 NJ0611  DYNAMIC HT  -         317.458 (meters)    1041.53  (feet)  COMP
 NJ0611  MODELED GRAV-     980,328.2   (mgal)                       NAVD 88
 NJ0611
 NJ0611  VERT ORDER  -  SECOND    CLASS 0
 NJ0611
 NJ0611.The horizontal coordinates were scaled from a topographic map and have
 NJ0611.an estimated accuracy of +/- 6 seconds.
 NJ0611
 NJ0611.The orthometric height was determined by differential leveling
 NJ0611.and adjusted by the National Geodetic Survey in June 1991..
 NJ0611
 NJ0611.The geoid height was determined by GEOID03.
 NJ0611
 NJ0611.The dynamic height is computed by dividing the NAVD 88
 NJ0611.geopotential number by the normal gravity value computed on the
 NJ0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0611.degrees latitude (g = 980.6199 gals.).
 NJ0611
 NJ0611.The modeled gravity was interpolated from observed gravity values.
 NJ0611
 NJ0611;                    North         East    Units  Estimated Accuracy
 NJ0611;SPC IA N     - 1,123,890.    1,652,400.      MT  (+/- 180 meters Scaled)
 NJ0611
 NJ0611                          SUPERSEDED SURVEY CONTROL
 NJ0611
 NJ0611  NGVD 29 (??/??/92)  317.578  (m)         1041.92   (f) ADJ UNCH    2 0
 NJ0611
 NJ0611.Superseded values are not recommended for survey control.
 NJ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0611.See file dsdata.txt to determine how the superseded data were derived.
 NJ0611
 NJ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH113173(NAD 83)
 NJ0611_MARKER: DB = BENCH MARK DISK
 NJ0611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0611_SP_SET: MONUMENT BASE
 NJ0611_STAMPING: V 73 1934
 NJ0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0611+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 NJ0611
 NJ0611  HISTORY     - Date     Condition        Report By
 NJ0611  HISTORY     - 1934     MONUMENTED       CGS
 NJ0611  HISTORY     - 1988     GOOD             USPSQD
 NJ0611  HISTORY     - 20020520 GOOD             AERSVC
 NJ0611
 NJ0611                          STATION DESCRIPTION
 NJ0611
 NJ0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0611'AT LAMONT.
 NJ0611'AT LAMONT, BUCHANAN COUNTY, AT THE CITY PARK, AT THE CIVIL
 NJ0611'WAR MONUMENT, IN THE TOP OF THE CENTER OF THE EAST SIDE OF
 NJ0611'THE GRANITE BASE.  A STANDARD DISK, STAMPED V 73 1934.
 NJ0611
 NJ0611                          STATION RECOVERY (1988)
 NJ0611
 NJ0611'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLM)
 NJ0611'RECOVERED IN GOOD CONDITION.
 NJ0611
 NJ0611                          STATION RECOVERY (2002)
 NJ0611
 NJ0611'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2002 (KZ)
 NJ0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0624 ***********************************************************************
 NJ0624  DESIGNATION -  V 74
 NJ0624  PID         -  NJ0624
 NJ0624  STATE/COUNTY-  IA/BUCHANAN
 NJ0624  USGS QUAD   -  HAZLETON (1981)
 NJ0624
 NJ0624                         *CURRENT SURVEY CONTROL
 NJ0624  ___________________________________________________________________
 NJ0624* NAD 83(1986)-  42 35 48.     (N)    091 54 06.     (W)     SCALED    
 NJ0624* NAVD 88     -       296.838  (meters)     973.88   (feet)  ADJUSTED  
 NJ0624  ___________________________________________________________________
 NJ0624  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 NJ0624  DYNAMIC HT  -         296.749 (meters)     973.58  (feet)  COMP
 NJ0624  MODELED GRAV-     980,313.3   (mgal)                       NAVD 88
 NJ0624
 NJ0624  VERT ORDER  -  SECOND    CLASS 0
 NJ0624
 NJ0624.The horizontal coordinates were scaled from a topographic map and have
 NJ0624.an estimated accuracy of +/- 6 seconds.
 NJ0624
 NJ0624.The orthometric height was determined by differential leveling
 NJ0624.and adjusted by the National Geodetic Survey in June 1991..
 NJ0624
 NJ0624.The geoid height was determined by GEOID03.
 NJ0624
 NJ0624.The dynamic height is computed by dividing the NAVD 88
 NJ0624.geopotential number by the normal gravity value computed on the
 NJ0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0624.degrees latitude (g = 980.6199 gals.).
 NJ0624
 NJ0624.The modeled gravity was interpolated from observed gravity values.
 NJ0624
 NJ0624;                    North         East    Units  Estimated Accuracy
 NJ0624;SPC IA N     - 1,123,050.    1,631,160.      MT  (+/- 180 meters Scaled)
 NJ0624
 NJ0624                          SUPERSEDED SURVEY CONTROL
 NJ0624
 NJ0624  NGVD 29 (??/??/92)  296.868  (m)          973.97   (f) ADJ UNCH    2 0
 NJ0624
 NJ0624.Superseded values are not recommended for survey control.
 NJ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0624.See file dsdata.txt to determine how the superseded data were derived.
 NJ0624
 NJ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH901166(NAD 83)
 NJ0624_MARKER: DB = BENCH MARK DISK
 NJ0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0624_SP_SET: BRIDGE
 NJ0624_STAMPING: V 74 1934
 NJ0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0624
 NJ0624  HISTORY     - Date     Condition        Report By
 NJ0624  HISTORY     - 1934     MONUMENTED       CGS
 NJ0624  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0624
 NJ0624                          STATION DESCRIPTION
 NJ0624
 NJ0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0624'1.5 MI SE FROM HAZELTON.
 NJ0624'1.5 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0624'RAILWAY FROM THE SCHOOL AT HAZELTON, BUCHANAN COUNTY, AT MILEPOST
 NJ0624'48, AT WOODEN TRESTLE 480, AT A CONCRETE HIGHWAY BRIDGE IN THE
 NJ0624'TOP OF THE CENTER OF THE SOUTHEAST WINGWALL, 65 FEET WEST OF
 NJ0624'THE CENTERLINE OF THE TRACK, AND ABOUT 5 FEET LOWER THAN THE
 NJ0624'TRACK.  A STANDARD DISK, STAMPED V 74 1934.
 NJ0624
 NJ0624                          STATION RECOVERY (1977)
 NJ0624
 NJ0624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0579 ***********************************************************************
 NJ0579  DESIGNATION -  V 75
 NJ0579  PID         -  NJ0579
 NJ0579  STATE/COUNTY-  IA/LINN
 NJ0579  USGS QUAD   -  CEDAR RAPIDS NORTH (1994)
 NJ0579
 NJ0579                         *CURRENT SURVEY CONTROL
 NJ0579  ___________________________________________________________________
 NJ0579* NAD 83(1986)-  42 04 32.     (N)    091 43 03.     (W)     SCALED    
 NJ0579* NAVD 88     -       233.710  (meters)     766.76   (feet)  ADJUSTED  
 NJ0579  ___________________________________________________________________
 NJ0579  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 NJ0579  DYNAMIC HT  -         233.629 (meters)     766.50  (feet)  COMP
 NJ0579  MODELED GRAV-     980,269.0   (mgal)                       NAVD 88
 NJ0579
 NJ0579  VERT ORDER  -  SECOND    CLASS 0
 NJ0579
 NJ0579.The horizontal coordinates were scaled from a topographic map and have
 NJ0579.an estimated accuracy of +/- 6 seconds.
 NJ0579
 NJ0579.The orthometric height was determined by differential leveling
 NJ0579.and adjusted by the National Geodetic Survey in June 1991..
 NJ0579
 NJ0579.The geoid height was determined by GEOID03.
 NJ0579
 NJ0579.The dynamic height is computed by dividing the NAVD 88
 NJ0579.geopotential number by the normal gravity value computed on the
 NJ0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0579.degrees latitude (g = 980.6199 gals.).
 NJ0579
 NJ0579.The modeled gravity was interpolated from observed gravity values.
 NJ0579
 NJ0579;                    North         East    Units  Estimated Accuracy
 NJ0579;SPC IA N     - 1,065,490.    1,647,500.      MT  (+/- 180 meters Scaled)
 NJ0579
 NJ0579                          SUPERSEDED SURVEY CONTROL
 NJ0579
 NJ0579  NGVD 29 (??/??/92)  233.738  (m)          766.86   (f) ADJ UNCH    2 0
 NJ0579
 NJ0579.Superseded values are not recommended for survey control.
 NJ0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0579.See file dsdata.txt to determine how the superseded data were derived.
 NJ0579
 NJ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG060589(NAD 83)
 NJ0579_MARKER: DB = BENCH MARK DISK
 NJ0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0579_SP_SET: CULVERT
 NJ0579_STAMPING: V 75 1934
 NJ0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0579
 NJ0579  HISTORY     - Date     Condition        Report By
 NJ0579  HISTORY     - 1934     MONUMENTED       CGS
 NJ0579  HISTORY     - 1966     MARK NOT FOUND   USGS
 NJ0579
 NJ0579                          STATION DESCRIPTION
 NJ0579
 NJ0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0579'1.6 MI SE FROM TODDVILLE.
 NJ0579'1.6 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0579'RAILWAY FROM THE STATION AT TODDVILLE, LINN COUNTY, 13-1/2 POLES
 NJ0579'NORTHWEST OF MILEPOST 8, AT A TWIN 8- BY 10-FOOT STONE CULVERT,
 NJ0579'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST STONE HEADWALL,
 NJ0579'AND 6 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED V 75
 NJ0579'1934.
 NJ0579
 NJ0579                          STATION RECOVERY (1966)
 NJ0579
 NJ0579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NJ0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0380 ***********************************************************************
 MG0380  DESIGNATION -  V 76
 MG0380  PID         -  MG0380
 MG0380  STATE/COUNTY-  IA/CEDAR
 MG0380  USGS QUAD   -  WEST BRANCH (1965)
 MG0380
 MG0380                         *CURRENT SURVEY CONTROL
 MG0380  ___________________________________________________________________
 MG0380* NAD 83(1986)-  41 40 10.     (N)    091 20 30.     (W)     SCALED    
 MG0380* NAVD 88     -       216.265  (meters)     709.53   (feet)  ADJUSTED  
 MG0380  ___________________________________________________________________
 MG0380  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 MG0380  DYNAMIC HT  -         216.183 (meters)     709.26  (feet)  COMP
 MG0380  MODELED GRAV-     980,235.3   (mgal)                       NAVD 88
 MG0380
 MG0380  VERT ORDER  -  SECOND    CLASS 0
 MG0380
 MG0380.The horizontal coordinates were scaled from a topographic map and have
 MG0380.an estimated accuracy of +/- 6 seconds.
 MG0380
 MG0380.The orthometric height was determined by differential leveling
 MG0380.and adjusted by the National Geodetic Survey in June 1991..
 MG0380
 MG0380.The geoid height was determined by GEOID03.
 MG0380
 MG0380.The dynamic height is computed by dividing the NAVD 88
 MG0380.geopotential number by the normal gravity value computed on the
 MG0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0380.degrees latitude (g = 980.6199 gals.).
 MG0380
 MG0380.The modeled gravity was interpolated from observed gravity values.
 MG0380
 MG0380;                    North         East    Units  Estimated Accuracy
 MG0380;SPC IA S     -   187,620.      679,720.      MT  (+/- 180 meters Scaled)
 MG0380
 MG0380                          SUPERSEDED SURVEY CONTROL
 MG0380
 MG0380  NGVD 29 (??/??/92)  216.308  (m)          709.67   (f) ADJ UNCH    2 0
 MG0380
 MG0380.Superseded values are not recommended for survey control.
 MG0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0380.See file dsdata.txt to determine how the superseded data were derived.
 MG0380
 MG0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG380144(NAD 83)
 MG0380_MARKER: DB = BENCH MARK DISK
 MG0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0380_SP_SET: ABUTMENT
 MG0380_STAMPING: V 76 1934
 MG0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0380
 MG0380  HISTORY     - Date     Condition        Report By
 MG0380  HISTORY     - 1934     MONUMENTED       CGS
 MG0380  HISTORY     - 19980729 GOOD             USPSQD
 MG0380  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0380  HISTORY     - 20050305 GOOD             GEOCAC
 MG0380
 MG0380                          STATION DESCRIPTION
 MG0380
 MG0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0380'0.1 MI SE FROM WEST BRANCH.
 MG0380'0.1 MILE SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0380'RAILWAY FROM THE STATION AT WEST BRANCH, CEDAR COUNTY, 17 POLES
 MG0380'NORTHWEST OF MILEPOST 69, AT 60-FOOT 2-SPAN STEEL-GIRDER BRIDGE 695,
 MG0380'IN THE TOP OF THE SOUTHWEST END OF THE BACKWALL OF THE NORTHWEST
 MG0380'STONE ABUTMENT, 12 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 MG0380'AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED V 76 1934.
 MG0380
 MG0380                          STATION RECOVERY (1998)
 MG0380
 MG0380'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0380'RECOVERED IN GOOD CONDITION.
 MG0380
 MG0380                          STATION RECOVERY (2000)
 MG0380
 MG0380'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0380'NOT FOUND.
 MG0380
 MG0380                          STATION RECOVERY (2005)
 MG0380
 MG0380'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 MG0380'ABOUT ONE BLOCK SOUTH OF MAIN STREET ALONG OLD RAILROAD BED.  HANDHELD
 MG0380'COORDINATES N41 40 11.0 W091 20 29.7, SKY PARTLY OBSCURED BY NEARBY
 MG0380'TREES. TRACK AND REMAINDER OF BRIDGE ARE GONE. ABUTMENT TILTS
 MG0380'SLIGHTLY,  POSSIBLE THOUSANDTHS OF FOOT ELEVATION CHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0399 ***********************************************************************
 MG0399  DESIGNATION -  V 77
 MG0399  PID         -  MG0399
 MG0399  STATE/COUNTY-  IA/CEDAR
 MG0399  USGS QUAD   -  TIPTON WEST (1965)
 MG0399
 MG0399                         *CURRENT SURVEY CONTROL
 MG0399  ___________________________________________________________________
 MG0399* NAD 83(1986)-  41 45 58.     (N)    091 08 53.     (W)     SCALED    
 MG0399* NAVD 88     -       246.778  (meters)     809.64   (feet)  ADJUSTED  
 MG0399  ___________________________________________________________________
 MG0399  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 MG0399  DYNAMIC HT  -         246.687 (meters)     809.34  (feet)  COMP
 MG0399  MODELED GRAV-     980,244.5   (mgal)                       NAVD 88
 MG0399
 MG0399  VERT ORDER  -  SECOND    CLASS 0
 MG0399
 MG0399.The horizontal coordinates were scaled from a topographic map and have
 MG0399.an estimated accuracy of +/- 6 seconds.
 MG0399
 MG0399.The orthometric height was determined by differential leveling
 MG0399.and adjusted by the National Geodetic Survey in June 1991..
 MG0399
 MG0399.The geoid height was determined by GEOID03.
 MG0399
 MG0399.The dynamic height is computed by dividing the NAVD 88
 MG0399.geopotential number by the normal gravity value computed on the
 MG0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0399.degrees latitude (g = 980.6199 gals.).
 MG0399
 MG0399.The modeled gravity was interpolated from observed gravity values.
 MG0399
 MG0399;                    North         East    Units  Estimated Accuracy
 MG0399;SPC IA S     -   198,770.      695,550.      MT  (+/- 180 meters Scaled)
 MG0399
 MG0399                          SUPERSEDED SURVEY CONTROL
 MG0399
 MG0399  NGVD 29 (??/??/92)  246.813  (m)          809.75   (f) ADJ UNCH    2 0
 MG0399
 MG0399.Superseded values are not recommended for survey control.
 MG0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0399.See file dsdata.txt to determine how the superseded data were derived.
 MG0399
 MG0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG539254(NAD 83)
 MG0399_MARKER: DB = BENCH MARK DISK
 MG0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0399_SP_SET: CULVERT
 MG0399_STAMPING: V 77 1934
 MG0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0399
 MG0399  HISTORY     - Date     Condition        Report By
 MG0399  HISTORY     - 1934     MONUMENTED       CGS
 MG0399  HISTORY     - 1963     MARK NOT FOUND   USGS
 MG0399  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0399  HISTORY     - 20050603 MARK NOT FOUND   GEOCAC
 MG0399
 MG0399                          STATION DESCRIPTION
 MG0399
 MG0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0399'1.2 MI W FROM TIPTON.
 MG0399'1.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MG0399'FROM THE CITY WATER TOWER AT TIPTON, CEDAR COUNTY, 6 POLES EAST
 MG0399'OF MILEPOST 38, AT A 10- BY 10-FOOT STONE BOX CULVERT AND CATTLE
 MG0399'PASS, IN THE EAST END OF THE NORTH STONE HEADWALL, 9 FEET NORTH
 MG0399'OF THE CENTERLINE OF THE TRACK, AND 6 INCHES LOWER THAN THE RAIL.
 MG0399'A STANDARD DISK, STAMPED V 77 1934.
 MG0399
 MG0399                          STATION RECOVERY (1963)
 MG0399
 MG0399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MG0399'MARK NOT FOUND.
 MG0399
 MG0399                          STATION RECOVERY (1998)
 MG0399
 MG0399'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0399'MARK NOT FOUND.
 MG0399
 MG0399                          STATION RECOVERY (2005)
 MG0399
 MG0399'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 MG0399'THE RAILROAD HAS LONG BEEN ABANDONED AND DISMANTLED. THE GRADE HAS
 MG0399'BEEN OBLITERATED OVER THE AREA WHERE THIS MARK WAS LOCATED. A THOROUGH
 MG0399'SEARCH OF THE AREA FAILED TO PRODUCE ANY EVIDENCE OF A CULVERT.
 MG0399' 
 MG0399'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0190 ***********************************************************************
 NJ0190  DESIGNATION -  V 78
 NJ0190  PID         -  NJ0190
 NJ0190  STATE/COUNTY-  IA/JACKSON
 NJ0190  USGS QUAD   -  MILES (1980)
 NJ0190
 NJ0190                         *CURRENT SURVEY CONTROL
 NJ0190  ___________________________________________________________________
 NJ0190* NAD 83(1986)-  42 02 59.     (N)    090 19 55.     (W)     SCALED    
 NJ0190* NAVD 88     -       250.988  (meters)     823.45   (feet)  ADJUSTED  
 NJ0190  ___________________________________________________________________
 NJ0190  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 NJ0190  DYNAMIC HT  -         250.900 (meters)     823.16  (feet)  COMP
 NJ0190  MODELED GRAV-     980,265.0   (mgal)                       NAVD 88
 NJ0190
 NJ0190  VERT ORDER  -  SECOND    CLASS 0
 NJ0190
 NJ0190.The horizontal coordinates were scaled from a topographic map and have
 NJ0190.an estimated accuracy of +/- 6 seconds.
 NJ0190
 NJ0190.The orthometric height was determined by differential leveling
 NJ0190.and adjusted by the National Geodetic Survey in June 1991..
 NJ0190
 NJ0190.The geoid height was determined by GEOID03.
 NJ0190
 NJ0190.The dynamic height is computed by dividing the NAVD 88
 NJ0190.geopotential number by the normal gravity value computed on the
 NJ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0190.degrees latitude (g = 980.6199 gals.).
 NJ0190
 NJ0190.The modeled gravity was interpolated from observed gravity values.
 NJ0190
 NJ0190;                    North         East    Units  Estimated Accuracy
 NJ0190;SPC IA N     - 1,065,980.    1,762,210.      MT  (+/- 180 meters Scaled)
 NJ0190
 NJ0190                          SUPERSEDED SURVEY CONTROL
 NJ0190
 NJ0190  NGVD 29 (??/??/92)  251.019  (m)          823.55   (f) ADJ UNCH    2 0
 NJ0190
 NJ0190.Superseded values are not recommended for survey control.
 NJ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0190.See file dsdata.txt to determine how the superseded data were derived.
 NJ0190
 NJ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG207587(NAD 83)
 NJ0190_MARKER: DB = BENCH MARK DISK
 NJ0190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0190_SP_SET: FOUNDATION
 NJ0190_STAMPING: V 78 1934
 NJ0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0190
 NJ0190  HISTORY     - Date     Condition        Report By
 NJ0190  HISTORY     - 1934     MONUMENTED       CGS
 NJ0190  HISTORY     - 19940924 GOOD             USPSQD
 NJ0190  HISTORY     - 20010331 GOOD             NGS
 NJ0190  HISTORY     - 20050515 GOOD             GEOCAC
 NJ0190
 NJ0190                          STATION DESCRIPTION
 NJ0190
 NJ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0190'AT MILES.
 NJ0190'AT MILES, JACKSON COUNTY, AT THE CITY WATER TANK, IN THE TOP OF
 NJ0190'THE SOUTHWEST SIDE OF THE CONCRETE FOUNDATION OF THE SOUTHWEST
 NJ0190'LEG, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.  A STANDARD
 NJ0190'DISK, STAMPED V 78 1934.
 NJ0190
 NJ0190                          STATION RECOVERY (1994)
 NJ0190
 NJ0190'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0190'RECOVERED IN GOOD CONDITION.
 NJ0190
 NJ0190                          STATION RECOVERY (2001)
 NJ0190
 NJ0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0190'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0190
 NJ0190                          STATION RECOVERY (2005)
 NJ0190
 NJ0190'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0190'OLD TANK NJ0882 HAS BEEN DISMANTLED BUT FOOTINGS REMAIN BETWEEN NEW
 NJ0190'TANK AND SW CORNER OF CEMETERY, NEAR PROJECTION OF SIDEWALK OR EAST
 NJ0190'SIDE OF HARRISON STREET.  HANDHELD COORDINATES N42 02 53.9 W090 18
 NJ0190'43.2, SKY PARTLY OBSCURED BY NEW TANK AND TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0543 ***********************************************************************
 NJ0543  DESIGNATION -  V 80
 NJ0543  PID         -  NJ0543
 NJ0543  STATE/COUNTY-  IA/LINN
 NJ0543  USGS QUAD   -  MARION (1994)
 NJ0543
 NJ0543                         *CURRENT SURVEY CONTROL
 NJ0543  ___________________________________________________________________
 NJ0543* NAD 83(1986)-  42 01 59.     (N)    091 36 41.     (W)     SCALED    
 NJ0543* NAVD 88     -       250.365  (meters)     821.41   (feet)  ADJUSTED  
 NJ0543  ___________________________________________________________________
 NJ0543  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 NJ0543  DYNAMIC HT  -         250.273 (meters)     821.10  (feet)  COMP
 NJ0543  MODELED GRAV-     980,250.5   (mgal)                       NAVD 88
 NJ0543
 NJ0543  VERT ORDER  -  SECOND    CLASS 0
 NJ0543
 NJ0543.The horizontal coordinates were scaled from a topographic map and have
 NJ0543.an estimated accuracy of +/- 6 seconds.
 NJ0543
 NJ0543.The orthometric height was determined by differential leveling
 NJ0543.and adjusted by the National Geodetic Survey in June 1991..
 NJ0543
 NJ0543.The geoid height was determined by GEOID03.
 NJ0543
 NJ0543.The dynamic height is computed by dividing the NAVD 88
 NJ0543.geopotential number by the normal gravity value computed on the
 NJ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0543.degrees latitude (g = 980.6199 gals.).
 NJ0543
 NJ0543.The modeled gravity was interpolated from observed gravity values.
 NJ0543
 NJ0543;                    North         East    Units  Estimated Accuracy
 NJ0543;SPC IA N     - 1,060,960.    1,656,380.      MT  (+/- 180 meters Scaled)
 NJ0543
 NJ0543                          SUPERSEDED SURVEY CONTROL
 NJ0543
 NJ0543  NGVD 29 (??/??/92)  250.390  (m)          821.49   (f) ADJ UNCH    2 0
 NJ0543
 NJ0543.Superseded values are not recommended for survey control.
 NJ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0543.See file dsdata.txt to determine how the superseded data were derived.
 NJ0543
 NJ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG149543(NAD 83)
 NJ0543_MARKER: DB = BENCH MARK DISK
 NJ0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0543_SP_SET: ABUTMENT
 NJ0543_STAMPING: V 80 1934
 NJ0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0543
 NJ0543  HISTORY     - Date     Condition        Report By
 NJ0543  HISTORY     - 1934     MONUMENTED       CGS
 NJ0543  HISTORY     - 19940504 MARK NOT FOUND   USPSQD
 NJ0543  HISTORY     - 20040921 MARK NOT FOUND   GEOCAC
 NJ0543
 NJ0543                          STATION DESCRIPTION
 NJ0543
 NJ0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0543'0.8 MI W FROM MARION.
 NJ0543'0.8 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NJ0543'RAILROAD FROM THE STATION AT MARION, LINN COUNTY, AT A 300-FOOT
 NJ0543'STEEL BRIDGE OVER INDIAN CREEK, IN THE TOP OF THE NORTHEAST
 NJ0543'CORNER OF THE EAST CONCRETE ABUTMENT, AND LEVEL WITH THE TRACK.
 NJ0543'A STANDARD DISK, STAMPED V 80 1934.
 NJ0543
 NJ0543                          STATION RECOVERY (1994)
 NJ0543
 NJ0543'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0543'MARK NOT FOUND.
 NJ0543
 NJ0543                          STATION RECOVERY (2004)
 NJ0543
 NJ0543'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 NJ0543'THESE TRACKS ARE NO LONGER USED. THE CONCRETE AT THE EAST ABUTMENTS IS
 NJ0543'CRUMBLING AND SEVERAL INCHES MAY BE MISSING FROM THE NE CORNER. NO
 NJ0543'SIGN OF THE DISK OR ITS MOUNTING ROD WAS FOUND ON THE EAST OR WEST
 NJ0543'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0051 ***********************************************************************
 NK0051  DESIGNATION -  V 81
 NK0051  PID         -  NK0051
 NK0051  STATE/COUNTY-  IA/BENTON
 NK0051  USGS QUAD   -  GARRISON (1971)
 NK0051
 NK0051                         *CURRENT SURVEY CONTROL
 NK0051  ___________________________________________________________________
 NK0051* NAD 83(1986)-  42 10 23.     (N)    092 14 43.     (W)     SCALED    
 NK0051* NAVD 88     -       286.230  (meters)     939.07   (feet)  ADJUSTED  
 NK0051  ___________________________________________________________________
 NK0051  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 NK0051  DYNAMIC HT  -         286.136 (meters)     938.76  (feet)  COMP
 NK0051  MODELED GRAV-     980,286.3   (mgal)                       NAVD 88
 NK0051
 NK0051  VERT ORDER  -  SECOND    CLASS 0
 NK0051
 NK0051.The horizontal coordinates were scaled from a topographic map and have
 NK0051.an estimated accuracy of +/- 6 seconds.
 NK0051
 NK0051.The orthometric height was determined by differential leveling
 NK0051.and adjusted by the National Geodetic Survey in June 1991..
 NK0051
 NK0051.The geoid height was determined by GEOID03.
 NK0051
 NK0051.The dynamic height is computed by dividing the NAVD 88
 NK0051.geopotential number by the normal gravity value computed on the
 NK0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0051.degrees latitude (g = 980.6199 gals.).
 NK0051
 NK0051.The modeled gravity was interpolated from observed gravity values.
 NK0051
 NK0051;                    North         East    Units  Estimated Accuracy
 NK0051;SPC IA N     - 1,075,530.    1,603,670.      MT  (+/- 180 meters Scaled)
 NK0051
 NK0051                          SUPERSEDED SURVEY CONTROL
 NK0051
 NK0051.No superseded survey control is available for this station.
 NK0051
 NK0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG623692(NAD 83)
 NK0051_MARKER: DB = BENCH MARK DISK
 NK0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0051_SP_SET: CULVERT
 NK0051_STAMPING: V 81 1934
 NK0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0051
 NK0051  HISTORY     - Date     Condition        Report By
 NK0051  HISTORY     - 1934     MONUMENTED       CGS
 NK0051
 NK0051                          STATION DESCRIPTION
 NK0051
 NK0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0051'3.3 MI E FROM DYSART.
 NK0051'IN BENTON COUNTY, 3.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND
 NK0051'AND PACIFIC RAILWAY FROM THE DYSART NATIONAL BANK AT DYSART,
 NK0051'TAMA COUNTY, 20 POLES NORTHWEST OF MILEPOST 35, AT A 10- BY
 NK0051'10-FOOT STONE BOX CULVERT, IN THE SOUTHEAST CORNER OF THE
 NK0051'SOUTHWEST STONE HEAD WALL, 10 FEET SOUTHWEST OF THE CENTER LINE
 NK0051'OF THE TRACK, AND 1.5 FEET LOWER THAN THE RAIL.  A STANDARD
 NK0051'DISK, STAMPED V 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0039 ***********************************************************************
 MH0039  DESIGNATION -  V 82
 MH0039  PID         -  MH0039
 MH0039  STATE/COUNTY-  IA/TAMA
 MH0039  USGS QUAD   -  BELLE PLAINE (1968)
 MH0039
 MH0039                         *CURRENT SURVEY CONTROL
 MH0039  ___________________________________________________________________
 MH0039* NAD 83(1986)-  41 58 24.     (N)    092 18 51.     (W)     SCALED    
 MH0039* NAVD 88     -       245.573  (meters)     805.68   (feet)  ADJUSTED  
 MH0039  ___________________________________________________________________
 MH0039  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 MH0039  DYNAMIC HT  -         245.486 (meters)     805.40  (feet)  COMP
 MH0039  MODELED GRAV-     980,263.5   (mgal)                       NAVD 88
 MH0039
 MH0039  VERT ORDER  -  SECOND    CLASS 0
 MH0039
 MH0039.The horizontal coordinates were scaled from a topographic map and have
 MH0039.an estimated accuracy of +/- 6 seconds.
 MH0039
 MH0039.The orthometric height was determined by differential leveling
 MH0039.and adjusted by the National Geodetic Survey in June 1991..
 MH0039
 MH0039.The geoid height was determined by GEOID03.
 MH0039
 MH0039.The dynamic height is computed by dividing the NAVD 88
 MH0039.geopotential number by the normal gravity value computed on the
 MH0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0039.degrees latitude (g = 980.6199 gals.).
 MH0039
 MH0039.The modeled gravity was interpolated from observed gravity values.
 MH0039
 MH0039;                    North         East    Units  Estimated Accuracy
 MH0039;SPC IA N     - 1,053,270.    1,598,290.      MT  (+/- 180 meters Scaled)
 MH0039
 MH0039                          SUPERSEDED SURVEY CONTROL
 MH0039
 MH0039  NGVD 29 (??/??/92)  245.575  (m)          805.69   (f) ADJ UNCH    2 0
 MH0039
 MH0039.Superseded values are not recommended for survey control.
 MH0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0039.See file dsdata.txt to determine how the superseded data were derived.
 MH0039
 MH0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG568470(NAD 83)
 MH0039_MARKER: DB = BENCH MARK DISK
 MH0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0039_STAMPING: V 82 1934
 MH0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0039+STABILITY: SURFACE MOTION
 MH0039
 MH0039  HISTORY     - Date     Condition        Report By
 MH0039  HISTORY     - 1934     MONUMENTED       CGS
 MH0039  HISTORY     - 20050508 MARK NOT FOUND   GEOCAC
 MH0039
 MH0039                          STATION DESCRIPTION
 MH0039
 MH0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0039'2 MI N FROM IRVING.
 MH0039'2 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MH0039'THE STATION AT IRVING, TAMA COUNTY, 15 POLES NORTH OF MILEPOST
 MH0039'6, AT A PRIVATE ROAD CROSSING, 20 FEET SOUTH OF THE CENTERLINE
 MH0039'OF THE GATE, 42 FEET WEST OF THE CENTERLINE OF THE TRACK, 3 FEET
 MH0039'EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN
 MH0039'THE RAIL.  A STANDARD DISK, STAMPED V 82 1934 AND SET IN THE
 MH0039'TOP OF A CONCRETE POST.
 MH0039
 MH0039                          STATION RECOVERY (2005)
 MH0039
 MH0039'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 MH0039'RAILROAD HAS BEEN DISMANTLED AND THE OLD GRADE HAS BEEN GRADED AT THIS
 MH0039'LOCATION, WHICH IS IN A PLOUGHED FIELD. NO EVIDENCE OF A PRIVATE ROAD
 MH0039'CROSSING WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0021 ***********************************************************************
 MH0021  DESIGNATION -  V 83
 MH0021  PID         -  MH0021
 MH0021  STATE/COUNTY-  IA/TAMA
 MH0021  USGS QUAD   -  CHELSEA (1968)
 MH0021
 MH0021                         *CURRENT SURVEY CONTROL
 MH0021  ___________________________________________________________________
 MH0021* NAD 83(1986)-  41 55 09.     (N)    092 23 42.     (W)     SCALED    
 MH0021* NAVD 88     -       241.259  (meters)     791.53   (feet)  ADJUSTED  
 MH0021  ___________________________________________________________________
 MH0021  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 MH0021  DYNAMIC HT  -         241.171 (meters)     791.24  (feet)  COMP
 MH0021  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 MH0021
 MH0021  VERT ORDER  -  SECOND    CLASS 0
 MH0021
 MH0021.The horizontal coordinates were scaled from a topographic map and have
 MH0021.an estimated accuracy of +/- 6 seconds.
 MH0021
 MH0021.The orthometric height was determined by differential leveling
 MH0021.and adjusted by the National Geodetic Survey in June 1991..
 MH0021
 MH0021.The geoid height was determined by GEOID03.
 MH0021
 MH0021.The dynamic height is computed by dividing the NAVD 88
 MH0021.geopotential number by the normal gravity value computed on the
 MH0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0021.degrees latitude (g = 980.6199 gals.).
 MH0021
 MH0021.The modeled gravity was interpolated from observed gravity values.
 MH0021
 MH0021;                    North         East    Units  Estimated Accuracy
 MH0021;SPC IA N     - 1,047,160.    1,591,670.      MT  (+/- 180 meters Scaled)
 MH0021
 MH0021                          SUPERSEDED SURVEY CONTROL
 MH0021
 MH0021  NGVD 29 (??/??/92)  241.259  (m)          791.53   (f) ADJ UNCH    2 0
 MH0021
 MH0021.Superseded values are not recommended for survey control.
 MH0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0021.See file dsdata.txt to determine how the superseded data were derived.
 MH0021
 MH0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG501409(NAD 83)
 MH0021_MARKER: DB = BENCH MARK DISK
 MH0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0021_SP_SET: WALL
 MH0021_STAMPING: V 83 1934
 MH0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0021+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004
 MH0021
 MH0021  HISTORY     - Date     Condition        Report By
 MH0021  HISTORY     - 1934     MONUMENTED       CGS
 MH0021  HISTORY     - 1943     GOOD             NGS
 MH0021  HISTORY     - 20040810 GOOD             GEOCAC
 MH0021
 MH0021                          STATION DESCRIPTION
 MH0021
 MH0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MH0021'AT CHELSEA.
 MH0021'AT CHELSEA, TAMA COUNTY, 100 FEET EAST OF THE CHICAGO AND NORTH
 MH0021'WESTERN RAILWAY STATION, AT THE FIRST NATIONAL BANK, 35 FEET
 MH0021'SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AT THE NORTHEAST
 MH0021'CORNER OF THE BUILDING, AND IN THE EAST LIMESTONE BLOCK WALL.
 MH0021'A STANDARD DISK, STAMPED V 83 1934 AND SET VERTICALLY.
 MH0021
 MH0021                          STATION RECOVERY (2004)
 MH0021
 MH0021'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0021'CHICAGO AND NORTHWESTERN STATION IS GONE. BANK BUILDING IS NOW CHELSEA
 MH0021'PUBLIC LIBRARY AND CITY HALL.
 MH0021' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0608 ***********************************************************************
 MG0608  DESIGNATION -  V 84
 MG0608  PID         -  MG0608
 MG0608  STATE/COUNTY-  IA/LINN
 MG0608  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0608
 MG0608                         *CURRENT SURVEY CONTROL
 MG0608  ___________________________________________________________________
 MG0608* NAD 83(1986)-  41 55 28.     (N)    091 44 21.     (W)     SCALED    
 MG0608* NAVD 88     -       228.546  (meters)     749.82   (feet)  ADJUSTED  
 MG0608  ___________________________________________________________________
 MG0608  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 MG0608  DYNAMIC HT  -         228.460 (meters)     749.54  (feet)  COMP
 MG0608  MODELED GRAV-     980,243.3   (mgal)                       NAVD 88
 MG0608
 MG0608  VERT ORDER  -  SECOND    CLASS 0
 MG0608
 MG0608.The horizontal coordinates were scaled from a topographic map and have
 MG0608.an estimated accuracy of +/- 6 seconds.
 MG0608
 MG0608.The orthometric height was determined by differential leveling
 MG0608.and adjusted by the National Geodetic Survey in June 1991..
 MG0608
 MG0608.The geoid height was determined by GEOID03.
 MG0608
 MG0608.The dynamic height is computed by dividing the NAVD 88
 MG0608.geopotential number by the normal gravity value computed on the
 MG0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0608.degrees latitude (g = 980.6199 gals.).
 MG0608
 MG0608.The modeled gravity was interpolated from observed gravity values.
 MG0608
 MG0608;                    North         East    Units  Estimated Accuracy
 MG0608;SPC IA N     - 1,048,670.    1,646,050.      MT  (+/- 180 meters Scaled)
 MG0608
 MG0608                          SUPERSEDED SURVEY CONTROL
 MG0608
 MG0608  NGVD 29 (??/??/92)  228.560  (m)          749.87   (f) ADJ UNCH    2 0
 MG0608
 MG0608.Superseded values are not recommended for survey control.
 MG0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0608.See file dsdata.txt to determine how the superseded data were derived.
 MG0608
 MG0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG045421(NAD 83)
 MG0608_MARKER: DB = BENCH MARK DISK
 MG0608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0608_SP_SET: ABUTMENT
 MG0608_STAMPING: V 84 1934
 MG0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0608
 MG0608  HISTORY     - Date     Condition        Report By
 MG0608  HISTORY     - 1934     MONUMENTED       CGS
 MG0608  HISTORY     - 1970     GOOD             NGS
 MG0608  HISTORY     - 19950414 MARK NOT FOUND   USPSQD
 MG0608
 MG0608                          STATION DESCRIPTION
 MG0608
 MG0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0608'1.4 MI W FROM BEVERLY.
 MG0608'1.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MG0608'FROM THE COAL CHUTE AT BEVERLY, LINN COUNTY, 11 POLES EAST
 MG0608'OF MILEPOST 88, AT 40-FOOT STEEL BRIDGE 244, IN THE SOUTH
 MG0608'END OF THE EAST ABUTMENT,14 FEET SOUTH OF THE CENTERLINE OF THE
 MG0608'TRACK, AND 1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 MG0608'V 84 1934.
 MG0608
 MG0608                          STATION RECOVERY (1970)
 MG0608
 MG0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MG0608'RECOVERED IN GOOD CONDITION.
 MG0608
 MG0608                          STATION RECOVERY (1995)
 MG0608
 MG0608'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0627 ***********************************************************************
 MG0627  DESIGNATION -  V 85
 MG0627  PID         -  MG0627
 MG0627  STATE/COUNTY-  IA/IOWA
 MG0627  USGS QUAD   -  HOLBROOK (1973)
 MG0627
 MG0627                         *CURRENT SURVEY CONTROL
 MG0627  ___________________________________________________________________
 MG0627* NAD 83(1986)-  41 36 24.     (N)    091 59 44.     (W)     SCALED    
 MG0627* NAVD 88     -       241.457  (meters)     792.18   (feet)  ADJUSTED  
 MG0627  ___________________________________________________________________
 MG0627  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 MG0627  DYNAMIC HT  -         241.360 (meters)     791.86  (feet)  COMP
 MG0627  MODELED GRAV-     980,215.6   (mgal)                       NAVD 88
 MG0627
 MG0627  VERT ORDER  -  SECOND    CLASS 0
 MG0627
 MG0627.The horizontal coordinates were scaled from a topographic map and have
 MG0627.an estimated accuracy of +/- 6 seconds.
 MG0627
 MG0627.The orthometric height was determined by differential leveling
 MG0627.and adjusted by the National Geodetic Survey in June 1991..
 MG0627
 MG0627.The geoid height was determined by GEOID03.
 MG0627
 MG0627.The dynamic height is computed by dividing the NAVD 88
 MG0627.geopotential number by the normal gravity value computed on the
 MG0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0627.degrees latitude (g = 980.6199 gals.).
 MG0627
 MG0627.The modeled gravity was interpolated from observed gravity values.
 MG0627
 MG0627;                    North         East    Units  Estimated Accuracy
 MG0627;SPC IA S     -   179,510.      625,400.      MT  (+/- 180 meters Scaled)
 MG0627
 MG0627                          SUPERSEDED SURVEY CONTROL
 MG0627
 MG0627  NGVD 29 (??/??/92)  241.477  (m)          792.25   (f) ADJ UNCH    2 0
 MG0627
 MG0627.Superseded values are not recommended for survey control.
 MG0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0627.See file dsdata.txt to determine how the superseded data were derived.
 MG0627
 MG0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG836065(NAD 83)
 MG0627_MARKER: DB = BENCH MARK DISK
 MG0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0627_STAMPING: V 85 1934
 MG0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0627+STABILITY: SURFACE MOTION
 MG0627
 MG0627  HISTORY     - Date     Condition        Report By
 MG0627  HISTORY     - 1934     MONUMENTED       CGS
 MG0627  HISTORY     - 1973     GOOD             NGS
 MG0627  HISTORY     - 1982     MARK NOT FOUND   NGS
 MG0627
 MG0627                          STATION DESCRIPTION
 MG0627
 MG0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0627'1.8 MI N FROM PARNELL.
 MG0627'1.8 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MG0627'PACIFIC RAILROAD FROM THE STATION AT PARNELL, IOWA COUNTY,
 MG0627'8 1/2 POLES NORTH OF MILEPOST 48, AT A PRIVATE-ROAD CROSSING,
 MG0627'47 FEET WEST OF THE CENTERLINE OF THE TRACK, 18 FEET NORTH OF THE
 MG0627'CENTER OF A GATE, 3 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 MG0627'AND 3 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED
 MG0627'V 85 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MG0627
 MG0627                          STATION RECOVERY (1973)
 MG0627
 MG0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MG0627'RECOVERED IN GOOD CONDITION.
 MG0627
 MG0627                          STATION RECOVERY (1982)
 MG0627
 MG0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MG0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0155 ***********************************************************************
 MH0155  DESIGNATION -  V 87
 MH0155  PID         -  MH0155
 MH0155  STATE/COUNTY-  IA/POWESHIEK
 MH0155  USGS QUAD   -  GRINNELL SOUTH (1979)
 MH0155
 MH0155                         *CURRENT SURVEY CONTROL
 MH0155  ___________________________________________________________________
 MH0155* NAD 83(1986)-  41 39 34.     (N)    092 43 21.     (W)     SCALED    
 MH0155* NAVD 88     -       297.758  (meters)     976.89   (feet)  ADJUSTED  
 MH0155  ___________________________________________________________________
 MH0155  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 MH0155  DYNAMIC HT  -         297.636 (meters)     976.49  (feet)  COMP
 MH0155  MODELED GRAV-     980,206.5   (mgal)                       NAVD 88
 MH0155
 MH0155  VERT ORDER  -  SECOND    CLASS 0
 MH0155
 MH0155.The horizontal coordinates were scaled from a topographic map and have
 MH0155.an estimated accuracy of +/- 6 seconds.
 MH0155
 MH0155.The orthometric height was determined by differential leveling
 MH0155.and adjusted by the National Geodetic Survey in June 1991..
 MH0155
 MH0155.The geoid height was determined by GEOID03.
 MH0155
 MH0155.The dynamic height is computed by dividing the NAVD 88
 MH0155.geopotential number by the normal gravity value computed on the
 MH0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0155.degrees latitude (g = 980.6199 gals.).
 MH0155
 MH0155.The modeled gravity was interpolated from observed gravity values.
 MH0155
 MH0155;                    North         East    Units  Estimated Accuracy
 MH0155;SPC IA S     -   184,570.      564,760.      MT  (+/- 180 meters Scaled)
 MH0155
 MH0155                          SUPERSEDED SURVEY CONTROL
 MH0155
 MH0155  NGVD 29 (??/??/92)  297.734  (m)          976.82   (f) ADJ UNCH    2 0
 MH0155
 MH0155.Superseded values are not recommended for survey control.
 MH0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0155.See file dsdata.txt to determine how the superseded data were derived.
 MH0155
 MH0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG231120(NAD 83)
 MH0155_MARKER: DB = BENCH MARK DISK
 MH0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0155_STAMPING: V 87 1934
 MH0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0155+STABILITY: SURFACE MOTION
 MH0155
 MH0155  HISTORY     - Date     Condition        Report By
 MH0155  HISTORY     - 1934     MONUMENTED       CGS
 MH0155
 MH0155                          STATION DESCRIPTION
 MH0155
 MH0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0155'5.7 MI S FROM GRINNELL.
 MH0155'5.7 MILES SOUTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 MH0155'THE STATION AT GRINNELL, POWESHIEK COUNTY, 14-1/2 POLES SOUTH OF
 MH0155'MILEPOST 274, AT A PUBLIC-ROAD CROSSING, 39 FEET SOUTH OF THE
 MH0155'CENTERLINE OF THE COUNTY ROAD LEADING EAST, 44 FEET WEST OF THE
 MH0155'CENTERLINE OF THE TRACK, 2 FEET EAST AND 3 FEET SOUTH OF A
 MH0155'RIGHT-OF-WAY FENCE CORNER, AND 4 FEET HIGHER THAN THE RAIL.  A
 MH0155'STANDARD DISK, STAMPED V 87 1934 AND SET IN THE TOP OF A CONCRETE
 MH0155'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0106 ***********************************************************************
 NL0106  DESIGNATION -  V 88
 NL0106  PID         -  NL0106
 NL0106  STATE/COUNTY-  IA/BOONE
 NL0106  USGS QUAD   -  OGDEN (1982)
 NL0106
 NL0106                         *CURRENT SURVEY CONTROL
 NL0106  ___________________________________________________________________
 NL0106* NAD 83(1986)-  42 02 12.     (N)    094 07 30.     (W)     SCALED    
 NL0106* NAVD 88     -       311.497  (meters)    1021.97   (feet)  ADJUSTED  
 NL0106  ___________________________________________________________________
 NL0106  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 NL0106  DYNAMIC HT  -         311.408 (meters)    1021.68  (feet)  COMP
 NL0106  MODELED GRAV-     980,326.6   (mgal)                       NAVD 88
 NL0106
 NL0106  VERT ORDER  -  SECOND    CLASS 0
 NL0106
 NL0106.The horizontal coordinates were scaled from a topographic map and have
 NL0106.an estimated accuracy of +/- 6 seconds.
 NL0106
 NL0106.The orthometric height was determined by differential leveling
 NL0106.and adjusted by the National Geodetic Survey in June 1991..
 NL0106
 NL0106.The geoid height was determined by GEOID03.
 NL0106
 NL0106.The dynamic height is computed by dividing the NAVD 88
 NL0106.geopotential number by the normal gravity value computed on the
 NL0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0106.degrees latitude (g = 980.6199 gals.).
 NL0106
 NL0106.The modeled gravity was interpolated from observed gravity values.
 NL0106
 NL0106;                    North         East    Units  Estimated Accuracy
 NL0106;SPC IA N     - 1,059,800.    1,448,250.      MT  (+/- 180 meters Scaled)
 NL0106
 NL0106                          SUPERSEDED SURVEY CONTROL
 NL0106
 NL0106  NGVD 29 (??/??/92)  311.484  (m)         1021.93   (f) ADJ UNCH    2 0
 NL0106
 NL0106.Superseded values are not recommended for survey control.
 NL0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0106.See file dsdata.txt to determine how the superseded data were derived.
 NL0106
 NL0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG068544(NAD 83)
 NL0106_MARKER: DB = BENCH MARK DISK
 NL0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0106_STAMPING: V 88 1935
 NL0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0106+STABILITY: SURFACE MOTION
 NL0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0106+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2004
 NL0106
 NL0106  HISTORY     - Date     Condition        Report By
 NL0106  HISTORY     - 1935     MONUMENTED       CGS
 NL0106  HISTORY     - 20040219 GOOD             IADT
 NL0106
 NL0106                          STATION DESCRIPTION
 NL0106
 NL0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0106'0.8 MI E FROM BEAVER.
 NL0106'0.8 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0106'FROM THE STATION AT BEAVER, BOONE COUNTY, 100 FEET EAST OF
 NL0106'MILEPOST 219, AT A ROAD CROSSING, 45 FEET WEST OF THE CENTERLINE
 NL0106'OF THE ROAD, 45 FEET NORTH OF THE CENTERLINE OF THE NORTH
 NL0106'TRACK, 8 FEET WEST AND 3 FEET SOUTH OF A FENCE CORNER, AND
 NL0106'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED V 88 1935
 NL0106'AND SET IN THE TOP OF A CONCRETE POST.
 NL0106
 NL0106                          STATION RECOVERY (2004)
 NL0106
 NL0106'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2004 (NMM)
 NL0106'0.8 MILE EAST ALONG THE UNION PACIFIC RAILWAY (FORMERLY CHICAGO
 NL0106'AND NORTH WESTERN RAILWAY) FROM THE OBLITERATED STATION AT BEAVER,
 NL0106'BOONE COUNTY, 41 FEET NORTHEAST OF MILEPOST 219, AT A ROAD CROSSING,
 NL0106'45 FEET WEST OF THE CENTERLINE OF THE ROAD (C AVE.), 46 FEET NORTH
 NL0106'OF THE CENTERLINE OF THE NORTH TRACK, 5 FEET SOUTH OF THE SOUTH
 NL0106'ROCK EGDE OF 217 TH. ST., A STANDARD DISK, STAMPED V 88 1935 AND
 NL0106'SET IN THE TOP OF A CONCRETE POST.
 NL0106' 
 NL0106' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0239 ***********************************************************************
 LF0239  DESIGNATION -  V 9
 LF0239  PID         -  LF0239
 LF0239  STATE/COUNTY-  IA/PAGE
 LF0239  USGS QUAD   -  SHENANDOAH EAST (1978)
 LF0239
 LF0239                         *CURRENT SURVEY CONTROL
 LF0239  ___________________________________________________________________
 LF0239* NAD 83(1986)-  40 45 53.     (N)    095 20 52.     (W)     SCALED    
 LF0239* NAVD 88     -       305.607  (meters)    1002.65   (feet)  ADJUSTED  
 LF0239  ___________________________________________________________________
 LF0239  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LF0239  DYNAMIC HT  -         305.443 (meters)    1002.11  (feet)  COMP
 LF0239  MODELED GRAV-     980,080.1   (mgal)                       NAVD 88
 LF0239
 LF0239  VERT ORDER  -  FIRST     CLASS II
 LF0239
 LF0239.The horizontal coordinates were scaled from a topographic map and have
 LF0239.an estimated accuracy of +/- 6 seconds.
 LF0239
 LF0239.The orthometric height was determined by differential leveling
 LF0239.and adjusted by the National Geodetic Survey in June 1991..
 LF0239.WARNING-Repeat measurements at this control monument indicate possible
 LF0239.vertical movement.
 LF0239
 LF0239.The geoid height was determined by GEOID03.
 LF0239
 LF0239.The dynamic height is computed by dividing the NAVD 88
 LF0239.geopotential number by the normal gravity value computed on the
 LF0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0239.degrees latitude (g = 980.6199 gals.).
 LF0239
 LF0239.The modeled gravity was interpolated from observed gravity values.
 LF0239
 LF0239;                    North         East    Units  Estimated Accuracy
 LF0239;SPC IA S     -    86,580.      344,000.      MT  (+/- 180 meters Scaled)
 LF0239
 LF0239                          SUPERSEDED SURVEY CONTROL
 LF0239
 LF0239  NGVD 29 (??/??/92)  305.489  (m)         1002.26   (f) ADJ UNCH    1 2
 LF0239
 LF0239.Superseded values are not recommended for survey control.
 LF0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0239.See file dsdata.txt to determine how the superseded data were derived.
 LF0239
 LF0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF018152(NAD 83)
 LF0239_MARKER: DB = BENCH MARK DISK
 LF0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0239_STAMPING: V 9 1933
 LF0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0239+STABILITY: SURFACE MOTION
 LF0239
 LF0239  HISTORY     - Date     Condition        Report By
 LF0239  HISTORY     - 1933     MONUMENTED       CGS
 LF0239  HISTORY     - 1935     GOOD             NGS
 LF0239  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0239
 LF0239                          STATION DESCRIPTION
 LF0239
 LF0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LF0239'1.1 MI SE FROM SHENANDOAH.
 LF0239'1.1 MILES SOUTHEAST ALONG THE WABASH RAILWAY FROM SHENANDOAH,
 LF0239'PAGE COUNTY, 8 RAILS WEST OF BRIDGE 1177, 4 RAILS WEST OF THE
 LF0239'SIGN SHENANDOAH 1 MILE, 70 FEET WEST OF A ROAD CROSSING, 80 FEET
 LF0239'NORTH OF THE TRACK, AND 4 FEET EAST OF A POLE.  A STANDARD
 LF0239'DISK, STAMPED V 9 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LF0239
 LF0239                          STATION RECOVERY (1976)
 LF0239
 LF0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0341 ***********************************************************************
 MJ0341  DESIGNATION -  V 90
 MJ0341  PID         -  MJ0341
 MJ0341  STATE/COUNTY-  IA/CRAWFORD
 MJ0341  USGS QUAD   -  DOW CITY (1971)
 MJ0341
 MJ0341                         *CURRENT SURVEY CONTROL
 MJ0341  ___________________________________________________________________
 MJ0341* NAD 83(1986)-  41 54 54.     (N)    095 22 42.     (W)     SCALED    
 MJ0341* NAVD 88     -       390.128  (meters)    1279.94   (feet)  ADJUSTED  
 MJ0341  ___________________________________________________________________
 MJ0341  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 MJ0341  DYNAMIC HT  -         389.949 (meters)    1279.36  (feet)  COMP
 MJ0341  MODELED GRAV-     980,153.7   (mgal)                       NAVD 88
 MJ0341
 MJ0341  VERT ORDER  -  SECOND    CLASS 0
 MJ0341
 MJ0341.The horizontal coordinates were scaled from a topographic map and have
 MJ0341.an estimated accuracy of +/- 6 seconds.
 MJ0341
 MJ0341.The orthometric height was determined by differential leveling
 MJ0341.and adjusted by the National Geodetic Survey in June 1991..
 MJ0341
 MJ0341.The geoid height was determined by GEOID03.
 MJ0341
 MJ0341.The dynamic height is computed by dividing the NAVD 88
 MJ0341.geopotential number by the normal gravity value computed on the
 MJ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0341.degrees latitude (g = 980.6199 gals.).
 MJ0341
 MJ0341.The modeled gravity was interpolated from observed gravity values.
 MJ0341
 MJ0341;                    North         East    Units  Estimated Accuracy
 MJ0341;SPC IA N     - 1,047,830.    1,344,180.      MT  (+/- 180 meters Scaled)
 MJ0341
 MJ0341                          SUPERSEDED SURVEY CONTROL
 MJ0341
 MJ0341  NGVD 29 (??/??/92)  389.983  (m)         1279.47   (f) ADJ UNCH    2 0
 MJ0341
 MJ0341.Superseded values are not recommended for survey control.
 MJ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0341.See file dsdata.txt to determine how the superseded data were derived.
 MJ0341
 MJ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG027430(NAD 83)
 MJ0341_MARKER: DB = BENCH MARK DISK
 MJ0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0341_STAMPING: V 90 1935
 MJ0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0341+STABILITY: SURFACE MOTION
 MJ0341
 MJ0341  HISTORY     - Date     Condition        Report By
 MJ0341  HISTORY     - 1935     MONUMENTED       CGS
 MJ0341  HISTORY     - 1971     MARK NOT FOUND   USGS
 MJ0341
 MJ0341                          STATION DESCRIPTION
 MJ0341
 MJ0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0341'1 MI E FROM BUCK GROVE.
 MJ0341'1.0 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0341'RAILROAD FROM THE STATION AT BUCK GROVE, CRAWFORD COUNTY, AT A
 MJ0341'ROAD CROSSING, 33 FEET WEST OF THE CENTERLINE OF THE ROAD, 33 FEET
 MJ0341'NORTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET HIGHER THAN THE
 MJ0341'TRACK.  A STANDARD DISK, STAMPED V 90 1935 AND SET IN THE TOP OF
 MJ0341'A CONCRETE POST.
 MJ0341
 MJ0341                          STATION RECOVERY (1971)
 MJ0341
 MJ0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MJ0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0360 ***********************************************************************
 NL0360  DESIGNATION -  V 91
 NL0360  PID         -  NL0360
 NL0360  STATE/COUNTY-  IA/MONONA
 NL0360  USGS QUAD   -  MAPLETON (1982)
 NL0360
 NL0360                         *CURRENT SURVEY CONTROL
 NL0360  ___________________________________________________________________
 NL0360* NAD 83(1986)-  42 11 45.     (N)    095 49 40.     (W)     SCALED    
 NL0360* NAVD 88     -       371.324  (meters)    1218.25   (feet)  ADJUSTED  
 NL0360  ___________________________________________________________________
 NL0360  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 NL0360  DYNAMIC HT  -         371.189 (meters)    1217.81  (feet)  COMP
 NL0360  MODELED GRAV-     980,248.7   (mgal)                       NAVD 88
 NL0360
 NL0360  VERT ORDER  -  SECOND    CLASS 0
 NL0360
 NL0360.The horizontal coordinates were scaled from a topographic map and have
 NL0360.an estimated accuracy of +/- 6 seconds.
 NL0360
 NL0360.The orthometric height was determined by differential leveling
 NL0360.and adjusted by the National Geodetic Survey in June 1991..
 NL0360
 NL0360.The geoid height was determined by GEOID03.
 NL0360
 NL0360.The dynamic height is computed by dividing the NAVD 88
 NL0360.geopotential number by the normal gravity value computed on the
 NL0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0360.degrees latitude (g = 980.6199 gals.).
 NL0360
 NL0360.The modeled gravity was interpolated from observed gravity values.
 NL0360
 NL0360;                    North         East    Units  Estimated Accuracy
 NL0360;SPC IA N     - 1,079,940.    1,307,760.      MT  (+/- 180 meters Scaled)
 NL0360
 NL0360                          SUPERSEDED SURVEY CONTROL
 NL0360
 NL0360  NGVD 29 (??/??/92)  371.178  (m)         1217.77   (f) ADJ UNCH    2 0
 NL0360
 NL0360.Superseded values are not recommended for survey control.
 NL0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0360.See file dsdata.txt to determine how the superseded data were derived.
 NL0360
 NL0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG665753(NAD 83)
 NL0360_MARKER: DB = BENCH MARK DISK
 NL0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0360_STAMPING: V 91 1935
 NL0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0360+STABILITY: SURFACE MOTION
 NL0360
 NL0360  HISTORY     - Date     Condition        Report By
 NL0360  HISTORY     - 1935     MONUMENTED       CGS
 NL0360  HISTORY     - 1977     GOOD             LOCENG
 NL0360
 NL0360                          STATION DESCRIPTION
 NL0360
 NL0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0360'3 MI NW FROM MAPLETON.
 NL0360'3.0 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NL0360'AND PACIFIC RAILROAD FROM THE STATION AT MAPLETON, 13 POLES
 NL0360'SOUTHEAST OF MILEPOST 46, AT THE NORTH END OF A 200-YARD FILL,
 NL0360'AT A PRIVATE-ROAD CROSSING, 34 FEET EAST OF THE CENTERLINE OF THE
 NL0360'TRACK, 6 FEET NORTH OF THE CENTERLINE OF THE ROAD, 43 FEET WEST
 NL0360'OF THE RIGHT-OF-WAY FENCE, 6 FEET NORTH OF A POLE, IN LINE
 NL0360'WITH THE ROW OF POLES, AND ABOUT 5 FEET LOWER THAN THE TRACK.
 NL0360'A STANDARD DISK, STAMPED V 91 1935 AND SET IN THE TOP OF A
 NL0360'CONCRETE POST.
 NL0360
 NL0360                          STATION RECOVERY (1977)
 NL0360
 NL0360'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 NL0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0950 ***********************************************************************
 NL0950  DESIGNATION -  V 91 RESET
 NL0950  PID         -  NL0950
 NL0950  STATE/COUNTY-  IA/MONONA
 NL0950  USGS QUAD   -  MAPLETON (1982)
 NL0950
 NL0950                         *CURRENT SURVEY CONTROL
 NL0950  ___________________________________________________________________
 NL0950* NAD 83(1986)-  42 11 45.     (N)    095 49 40.     (W)     SCALED    
 NL0950* NAVD 88     -       358.66   (meters)    1176.7    (feet)  RESET     
 NL0950  ___________________________________________________________________
 NL0950  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 NL0950
 NL0950  VERT ORDER  -  THIRD
 NL0950
 NL0950.The horizontal coordinates were scaled from a topographic map and have
 NL0950.an estimated accuracy of +/- 6 seconds.
 NL0950
 NL0950.The orthometric height was computed from unverified reset data.
 NL0950
 NL0950.The geoid height was determined by GEOID03.
 NL0950
 NL0950;                    North         East    Units  Estimated Accuracy
 NL0950;SPC IA N     - 1,079,940.    1,307,760.      MT  (+/- 180 meters Scaled)
 NL0950
 NL0950                          SUPERSEDED SURVEY CONTROL
 NL0950
 NL0950  NGVD 29 (05/12/04)  358.51   (m)         1176.2    (f) RESET       3  
 NL0950
 NL0950.Superseded values are not recommended for survey control.
 NL0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0950.See file dsdata.txt to determine how the superseded data were derived.
 NL0950
 NL0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG665753(NAD 83)
 NL0950_MARKER: DB = BENCH MARK DISK
 NL0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0950_SP_SET: CONCRETE POST
 NL0950_STAMPING: V 91 RESET 1985
 NL0950_MARK LOGO: NGS   
 NL0950_PROJECTION: FLUSH
 NL0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0950+STABILITY: SURFACE MOTION
 NL0950
 NL0950  HISTORY     - Date     Condition        Report By
 NL0950  HISTORY     - 1985     MONUMENTED       NGS
 NL0950
 NL0950                          STATION DESCRIPTION
 NL0950
 NL0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NL0950'4.0 KM (2.50 MI) NW FROM MAPLETON.
 NL0950'3.22 KM (2.00 MI) NORTHWEST ALONG STATE HIGHWAY 141, FROM THE WEST
 NL0950'JUNCTION WITH STATE HIGHWAY 175 AT MAPLETON, THENCE 0.80 KM (0.50 MI)
 NL0950'RIGHT AND NORTH ALONG A GRAVELED ROAD, THENCE 0.08 KM (0.05 MI) LEFT
 NL0950'AND WEST ALONG A PRIVATE DRIVE TO THE MARK AT A FARM HOUSE, 30.35 M
 NL0950'(99.6 FT) NORTH OF THE NORTHWEST CORNER OF THE HOUSE, 15.88 M
 NL0950'(52.1 FT) WEST FROM THE SOUTHWEST CORNER OF A BARN, 13.47 M (44.2 FT)
 NL0950'EAST-NORTHEAST FROM THE CENTER OF AN OLD CISTERN, 1.31 M (4.3 FT)
 NL0950'NORTHWEST FROM A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0387 ***********************************************************************
 NL0387  DESIGNATION -  V 92
 NL0387  PID         -  NL0387
 NL0387  STATE/COUNTY-  IA/WOODBURY
 NL0387  USGS QUAD   -  CORRECTIONVILLE (1969)
 NL0387
 NL0387                         *CURRENT SURVEY CONTROL
 NL0387  ___________________________________________________________________
 NL0387* NAD 83(1986)-  42 27 26.     (N)    095 48 22.     (W)     SCALED    
 NL0387* NAVD 88     -       347.452  (meters)    1139.93   (feet)  ADJUSTED  
 NL0387  ___________________________________________________________________
 NL0387  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 NL0387  DYNAMIC HT  -         347.337 (meters)    1139.55  (feet)  COMP
 NL0387  MODELED GRAV-     980,280.7   (mgal)                       NAVD 88
 NL0387
 NL0387  VERT ORDER  -  SECOND    CLASS 0
 NL0387
 NL0387.The horizontal coordinates were scaled from a topographic map and have
 NL0387.an estimated accuracy of +/- 6 seconds.
 NL0387
 NL0387.The orthometric height was determined by differential leveling
 NL0387.and adjusted by the National Geodetic Survey in June 1991..
 NL0387
 NL0387.The geoid height was determined by GEOID03.
 NL0387
 NL0387.The dynamic height is computed by dividing the NAVD 88
 NL0387.geopotential number by the normal gravity value computed on the
 NL0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0387.degrees latitude (g = 980.6199 gals.).
 NL0387
 NL0387.The modeled gravity was interpolated from observed gravity values.
 NL0387
 NL0387;                    North         East    Units  Estimated Accuracy
 NL0387;SPC IA N     - 1,108,910.    1,310,340.      MT  (+/- 180 meters Scaled)
 NL0387
 NL0387                          SUPERSEDED SURVEY CONTROL
 NL0387
 NL0387  NGVD 29 (??/??/92)  347.322  (m)         1139.51   (f) ADJ UNCH    2 0
 NL0387
 NL0387.Superseded values are not recommended for survey control.
 NL0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0387.See file dsdata.txt to determine how the superseded data were derived.
 NL0387
 NL0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH692043(NAD 83)
 NL0387_MARKER: DB = BENCH MARK DISK
 NL0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0387_SP_SET: CULVERT
 NL0387_STAMPING: V 92 1935
 NL0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0387
 NL0387  HISTORY     - Date     Condition        Report By
 NL0387  HISTORY     - 1935     MONUMENTED       CGS
 NL0387  HISTORY     - 1942     GOOD             NGS
 NL0387  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0387
 NL0387                          STATION DESCRIPTION
 NL0387
 NL0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NL0387'1.6 MI SW FROM CORRECTIONVILLE.
 NL0387'1.6 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 NL0387'THE STATION AT CORRECTIONVILLE, 110 FEET SOUTHWEST OF A ROAD
 NL0387'CROSSING (THIS IS A T-ROAD LEADING SOUTH FROM STATE HIGHWAY 31),
 NL0387'80 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AT A TWIN
 NL0387'2- BY 5-FOOT CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE
 NL0387'CENTER OF THE TOP OF THE EAST HEADWALL, ABOUT 1 FOOT LOWER
 NL0387'THAN THE HIGHWAY, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.
 NL0387'A STANDARD DISK, STAMPED V 92 1935.
 NL0387
 NL0387                          STATION RECOVERY (2000)
 NL0387
 NL0387'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0387'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0137 ***********************************************************************
 NL0137  DESIGNATION -  V 93
 NL0137  PID         -  NL0137
 NL0137  STATE/COUNTY-  IA/CARROLL
 NL0137  USGS QUAD   -  CARROLL WEST (1980)
 NL0137
 NL0137                         *CURRENT SURVEY CONTROL
 NL0137  ___________________________________________________________________
 NL0137* NAD 83(1986)-  42 05 57.     (N)    094 56 04.     (W)     SCALED    
 NL0137* NAVD 88     -       385.675  (meters)    1265.34   (feet)  ADJUSTED  
 NL0137  ___________________________________________________________________
 NL0137  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 NL0137  DYNAMIC HT  -         385.512 (meters)    1264.80  (feet)  COMP
 NL0137  MODELED GRAV-     980,189.4   (mgal)                       NAVD 88
 NL0137
 NL0137  VERT ORDER  -  SECOND    CLASS 0
 NL0137
 NL0137.The horizontal coordinates were scaled from a topographic map and have
 NL0137.an estimated accuracy of +/- 6 seconds.
 NL0137
 NL0137.The orthometric height was determined by differential leveling
 NL0137.and adjusted by the National Geodetic Survey in June 1991..
 NL0137
 NL0137.The geoid height was determined by GEOID03.
 NL0137
 NL0137.The dynamic height is computed by dividing the NAVD 88
 NL0137.geopotential number by the normal gravity value computed on the
 NL0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0137.degrees latitude (g = 980.6199 gals.).
 NL0137
 NL0137.The modeled gravity was interpolated from observed gravity values.
 NL0137
 NL0137;                    North         East    Units  Estimated Accuracy
 NL0137;SPC IA N     - 1,067,560.    1,381,350.      MT  (+/- 180 meters Scaled)
 NL0137
 NL0137                          SUPERSEDED SURVEY CONTROL
 NL0137
 NL0137  NGVD 29 (??/??/92)  385.562  (m)         1264.96   (f) ADJ UNCH    2 0
 NL0137
 NL0137.Superseded values are not recommended for survey control.
 NL0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0137.See file dsdata.txt to determine how the superseded data were derived.
 NL0137
 NL0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG400625(NAD 83)
 NL0137_MARKER: DB = BENCH MARK DISK
 NL0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0137_STAMPING: V 93 1935
 NL0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0137+STABILITY: SURFACE MOTION
 NL0137
 NL0137  HISTORY     - Date     Condition        Report By
 NL0137  HISTORY     - 1935     MONUMENTED       CGS
 NL0137  HISTORY     - 1943     GOOD             NGS
 NL0137  HISTORY     - 1978     GOOD             LOCENG
 NL0137
 NL0137                          STATION DESCRIPTION
 NL0137
 NL0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0137'AT MAPLE RIVER.
 NL0137'AT MAPLE RIVER, CARROLL COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NL0137'RAILWAY, 4 POLES EAST OF THE STATION, AT A ROAD CROSSING, 63
 NL0137'FEET EAST OF THE CENTERLINE OF THE ROAD, 27 FEET SOUTH OF THE
 NL0137'CENTERLINE OF THE SOUTH MAIN TRACK, AND 3 FEET NORTHEAST OF A
 NL0137'POLE.  A STANDARD DISK, STAMPED V 93 1935 AND SET IN THE TOP
 NL0137'OF A CONCRETE POST.
 NL0137
 NL0137                          STATION RECOVERY (1978)
 NL0137
 NL0137'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 NL0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0435 ***********************************************************************
 NL0435  DESIGNATION -  V 94
 NL0435  PID         -  NL0435
 NL0435  STATE/COUNTY-  IA/MONONA
 NL0435  USGS QUAD   -  UTE (1971)
 NL0435
 NL0435                         *CURRENT SURVEY CONTROL
 NL0435  ___________________________________________________________________
 NL0435* NAD 83(1986)-  42 03 07.     (N)    095 40 46.     (W)     SCALED    
 NL0435* NAVD 88     -       361.219  (meters)    1185.10   (feet)  ADJUSTED  
 NL0435  ___________________________________________________________________
 NL0435  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 NL0435  DYNAMIC HT  -         361.079 (meters)    1184.64  (feet)  COMP
 NL0435  MODELED GRAV-     980,222.2   (mgal)                       NAVD 88
 NL0435
 NL0435  VERT ORDER  -  SECOND    CLASS 0
 NL0435
 NL0435.The horizontal coordinates were scaled from a topographic map and have
 NL0435.an estimated accuracy of +/- 6 seconds.
 NL0435
 NL0435.The orthometric height was determined by differential leveling
 NL0435.and adjusted by the National Geodetic Survey in June 1991..
 NL0435
 NL0435.The geoid height was determined by GEOID03.
 NL0435
 NL0435.The dynamic height is computed by dividing the NAVD 88
 NL0435.geopotential number by the normal gravity value computed on the
 NL0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0435.degrees latitude (g = 980.6199 gals.).
 NL0435
 NL0435.The modeled gravity was interpolated from observed gravity values.
 NL0435
 NL0435;                    North         East    Units  Estimated Accuracy
 NL0435;SPC IA N     - 1,063,630.    1,319,600.      MT  (+/- 180 meters Scaled)
 NL0435
 NL0435                          SUPERSEDED SURVEY CONTROL
 NL0435
 NL0435  NGVD 29 (??/??/92)  361.071  (m)         1184.61   (f) ADJ UNCH    2 0
 NL0435
 NL0435.Superseded values are not recommended for survey control.
 NL0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0435.See file dsdata.txt to determine how the superseded data were derived.
 NL0435
 NL0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG782590(NAD 83)
 NL0435_MARKER: DB = BENCH MARK DISK
 NL0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0435_STAMPING: V 94 1935
 NL0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0435+STABILITY: SURFACE MOTION
 NL0435
 NL0435  HISTORY     - Date     Condition        Report By
 NL0435  HISTORY     - 1935     MONUMENTED       CGS
 NL0435  HISTORY     - 1943     GOOD             NGS
 NL0435
 NL0435                          STATION DESCRIPTION
 NL0435
 NL0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0435'1.5 MI E FROM UTE.
 NL0435'1.5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0435'PACIFIC RAILROAD FROM THE STATION AT UTE, MONONA COUNTY, THENCE
 NL0435'0.4 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY,
 NL0435'AT A CROSSING OF STATE HIGHWAY 141, 47 FEET NORTHWEST OF THE
 NL0435'CENTERLINE OF THE TRACK, 36 FEET NORTH OF THE CENTERLINE OF THE
 NL0435'HIGHWAY, 5 FEET NORTH AND 7 FEET EAST OF A RIGHT-OF-WAY FENCE
 NL0435'CORNER, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD
 NL0435'DISK, STAMPED V 94 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0036 ***********************************************************************
 MK0036  DESIGNATION -  V 95
 MK0036  PID         -  MK0036
 MK0036  STATE/COUNTY-  IA/HARRISON
 MK0036  USGS QUAD   -  MONDAMIN (1970)
 MK0036
 MK0036                         *CURRENT SURVEY CONTROL
 MK0036  ___________________________________________________________________
 MK0036* NAD 83(1986)-  41 44 15.     (N)    096 01 17.     (W)     SCALED    
 MK0036* NAVD 88     -       312.441  (meters)    1025.07   (feet)  ADJUSTED  
 MK0036  ___________________________________________________________________
 MK0036  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 MK0036  DYNAMIC HT  -         312.310 (meters)    1024.64  (feet)  COMP
 MK0036  MODELED GRAV-     980,197.3   (mgal)                       NAVD 88
 MK0036
 MK0036  VERT ORDER  -  FIRST     CLASS II
 MK0036
 MK0036.The horizontal coordinates were scaled from a topographic map and have
 MK0036.an estimated accuracy of +/- 6 seconds.
 MK0036
 MK0036.The orthometric height was determined by differential leveling
 MK0036.and adjusted by the National Geodetic Survey in June 1991..
 MK0036
 MK0036.The geoid height was determined by GEOID03.
 MK0036
 MK0036.The dynamic height is computed by dividing the NAVD 88
 MK0036.geopotential number by the normal gravity value computed on the
 MK0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0036.degrees latitude (g = 980.6199 gals.).
 MK0036
 MK0036.The modeled gravity was interpolated from observed gravity values.
 MK0036
 MK0036;                    North         East    Units  Estimated Accuracy
 MK0036;SPC IA S     -   195,990.      290,280.      MT  (+/- 180 meters Scaled)
 MK0036
 MK0036                          SUPERSEDED SURVEY CONTROL
 MK0036
 MK0036  NGVD 29 (??/??/92)  312.293  (m)         1024.58   (f) ADJ UNCH    1 2
 MK0036
 MK0036.Superseded values are not recommended for survey control.
 MK0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0036.See file dsdata.txt to determine how the superseded data were derived.
 MK0036
 MK0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM477249(NAD 83)
 MK0036_MARKER: DB = BENCH MARK DISK
 MK0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0036_STAMPING: 1024.356 V 95 1935
 MK0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0036+STABILITY: SURFACE MOTION
 MK0036
 MK0036  HISTORY     - Date     Condition        Report By
 MK0036  HISTORY     - 1935     MONUMENTED       CGS
 MK0036  HISTORY     - 1943     GOOD             NGS
 MK0036  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0036
 MK0036                          STATION DESCRIPTION
 MK0036
 MK0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MK0036'1.9 MI NE FROM MONDAMIN.
 MK0036'1.9 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0036'FROM THE STATION AT MONDAMIN, HARRISON COUNTY, AT A ROAD CROSSING,
 MK0036'42 FEET NORTHWEST OF THE NORTHWEST RAIL, 22 FEET WEST OF THE
 MK0036'CENTERLINE OF THE NORTH AND SOUTH DIRT ROAD, 3.4 FEET SOUTH
 MK0036'OF A FENCE CORNER, AND 1.2 FEET EAST OF A WHITE WOODEN WITNESS
 MK0036'POST.  A STANDARD DISK, STAMPED 1024.356 V 95 1935 AND SET IN
 MK0036'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 MK0036'THIS BENCH MARK MAY BE REACHED FROM THE STATION AT MONDAMIN
 MK0036'BY GOING 1.1 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN
 MK0036'RAILWAY, THENCE 0.8 MILE NORTHEAST ALONG A BRANCH LINE.
 MK0036
 MK0036                          STATION RECOVERY (1974)
 MK0036
 MK0036'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0254 ***********************************************************************
 LF0254  DESIGNATION -  V 97
 LF0254  PID         -  LF0254
 LF0254  STATE/COUNTY-  IA/MILLS
 LF0254  USGS QUAD   -  TABOR NE (1957)
 LF0254
 LF0254                         *CURRENT SURVEY CONTROL
 LF0254  ___________________________________________________________________
 LF0254* NAD 83(1986)-  40 56 56.     (N)    095 30 09.     (W)     SCALED    
 LF0254* NAVD 88     -       343.146  (meters)    1125.80   (feet)  ADJUSTED  
 LF0254  ___________________________________________________________________
 LF0254  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 LF0254  DYNAMIC HT  -         342.983 (meters)    1125.27  (feet)  COMP
 LF0254  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 LF0254
 LF0254  VERT ORDER  -  SECOND    CLASS 0
 LF0254
 LF0254.The horizontal coordinates were scaled from a topographic map and have
 LF0254.an estimated accuracy of +/- 6 seconds.
 LF0254
 LF0254.The orthometric height was determined by differential leveling
 LF0254.and adjusted by the National Geodetic Survey in June 1991..
 LF0254
 LF0254.The geoid height was determined by GEOID03.
 LF0254
 LF0254.The dynamic height is computed by dividing the NAVD 88
 LF0254.geopotential number by the normal gravity value computed on the
 LF0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0254.degrees latitude (g = 980.6199 gals.).
 LF0254
 LF0254.The modeled gravity was interpolated from observed gravity values.
 LF0254
 LF0254;                    North         East    Units  Estimated Accuracy
 LF0254;SPC IA S     -   107,310.      331,410.      MT  (+/- 180 meters Scaled)
 LF0254
 LF0254                          SUPERSEDED SURVEY CONTROL
 LF0254
 LF0254  NGVD 29 (??/??/92)  343.055  (m)         1125.51   (f) ADJ UNCH    2 0
 LF0254
 LF0254.Superseded values are not recommended for survey control.
 LF0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0254.See file dsdata.txt to determine how the superseded data were derived.
 LF0254
 LF0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF893360(NAD 83)
 LF0254_MARKER: DB = BENCH MARK DISK
 LF0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0254_STAMPING: V 97 1935
 LF0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0254+STABILITY: SURFACE MOTION
 LF0254
 LF0254  HISTORY     - Date     Condition        Report By
 LF0254  HISTORY     - 1935     MONUMENTED       CGS
 LF0254  HISTORY     - 1949     GOOD             NGS
 LF0254  HISTORY     - 1976     POOR             USGS
 LF0254
 LF0254                          STATION DESCRIPTION
 LF0254
 LF0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0254'AT STRAHAN.
 LF0254'AT STRAHAN, ALONG THE WABASH RAILWAY, 60.4 FEET NORTHWEST OF THE
 LF0254'WEST CORNER OF THE STATION, 36.7 FEET SOUTHWEST OF THE SOUTHWEST
 LF0254'RAIL OF THE MAIN TRACK, 10.0 FEET NORTHEAST OF THE SOUTHWEST
 LF0254'RIGHT-OF-WAY FENCE, 7.0 FEET SOUTHWEST OF A TELEPHONE POLE,
 LF0254'1.0 FOOT NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP
 LF0254'OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 LF0254
 LF0254                          STATION RECOVERY (1976)
 LF0254
 LF0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0254'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0435 ***********************************************************************
 MJ0435  DESIGNATION -  V 98
 MJ0435  PID         -  MJ0435
 MJ0435  STATE/COUNTY-  IA/MONTGOMERY
 MJ0435  USGS QUAD   -  RED OAK NORTH (1978)
 MJ0435
 MJ0435                         *CURRENT SURVEY CONTROL
 MJ0435  ___________________________________________________________________
 MJ0435* NAD 83(1986)-  41 05 29.     (N)    095 11 53.     (W)     SCALED    
 MJ0435* NAVD 88     -       322.820  (meters)    1059.12   (feet)  ADJUSTED  
 MJ0435  ___________________________________________________________________
 MJ0435  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 MJ0435  DYNAMIC HT  -         322.676 (meters)    1058.65  (feet)  COMP
 MJ0435  MODELED GRAV-     980,166.8   (mgal)                       NAVD 88
 MJ0435
 MJ0435  VERT ORDER  -  SECOND    CLASS 0
 MJ0435
 MJ0435.The horizontal coordinates were scaled from a topographic map and have
 MJ0435.an estimated accuracy of +/- 6 seconds.
 MJ0435
 MJ0435.The orthometric height was determined by differential leveling
 MJ0435.and adjusted by the National Geodetic Survey in June 1991..
 MJ0435
 MJ0435.The geoid height was determined by GEOID03.
 MJ0435
 MJ0435.The dynamic height is computed by dividing the NAVD 88
 MJ0435.geopotential number by the normal gravity value computed on the
 MJ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0435.degrees latitude (g = 980.6199 gals.).
 MJ0435
 MJ0435.The modeled gravity was interpolated from observed gravity values.
 MJ0435
 MJ0435;                    North         East    Units  Estimated Accuracy
 MJ0435;SPC IA S     -   122,590.      357,350.      MT  (+/- 180 meters Scaled)
 MJ0435
 MJ0435                          SUPERSEDED SURVEY CONTROL
 MJ0435
 MJ0435  NGVD 29 (??/??/92)  322.732  (m)         1058.83   (f) ADJ UNCH    2 0
 MJ0435
 MJ0435.Superseded values are not recommended for survey control.
 MJ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0435.See file dsdata.txt to determine how the superseded data were derived.
 MJ0435
 MJ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF153512(NAD 83)
 MJ0435_MARKER: DB = BENCH MARK DISK
 MJ0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0435_STAMPING: V 98 1935
 MJ0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0435+STABILITY: SURFACE MOTION
 MJ0435
 MJ0435  HISTORY     - Date     Condition        Report By
 MJ0435  HISTORY     - 1935     MONUMENTED       CGS
 MJ0435  HISTORY     - 1941     GOOD             NGS
 MJ0435  HISTORY     - 1976     MARK NOT FOUND   USGS
 MJ0435
 MJ0435                          STATION DESCRIPTION
 MJ0435
 MJ0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MJ0435'AT STENNETT.
 MJ0435'AT STENNETT, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 MJ0435'350 FEET NORTHEAST OF THE STATION, 40 FEET SOUTHEAST OF THE
 MJ0435'CENTERLINE OF THE TRACK, 52 FEET NORTH OF THE NORTHEAST CORNER
 MJ0435'OF AN ELEVATOR WAREHOUSE, 48 FEET NORTHWEST OF THE CENTERLINE
 MJ0435'OF A ROAD PARALLELING THE TRACK, 6 FEET NORTH OF A POLE, AND
 MJ0435'ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MJ0435'V 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MJ0435
 MJ0435                          STATION RECOVERY (1976)
 MJ0435
 MJ0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MJ0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0189 ***********************************************************************
 MJ0189  DESIGNATION -  V 99
 MJ0189  PID         -  MJ0189
 MJ0189  STATE/COUNTY-  IA/CASS
 MJ0189  USGS QUAD   -  WIOTA (1971)
 MJ0189
 MJ0189                         *CURRENT SURVEY CONTROL
 MJ0189  ___________________________________________________________________
 MJ0189* NAD 83(1986)-  41 29 29.     (N)    094 56 47.     (W)     SCALED    
 MJ0189* NAVD 88     -       364.708  (meters)    1196.55   (feet)  ADJUSTED  
 MJ0189  ___________________________________________________________________
 MJ0189  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 MJ0189  DYNAMIC HT  -         364.578 (meters)    1196.12  (feet)  COMP
 MJ0189  MODELED GRAV-     980,253.4   (mgal)                       NAVD 88
 MJ0189
 MJ0189  VERT ORDER  -  SECOND    CLASS 0
 MJ0189
 MJ0189.The horizontal coordinates were scaled from a topographic map and have
 MJ0189.an estimated accuracy of +/- 6 seconds.
 MJ0189
 MJ0189.The orthometric height was determined by differential leveling
 MJ0189.and adjusted by the National Geodetic Survey in June 1991..
 MJ0189
 MJ0189.The geoid height was determined by GEOID03.
 MJ0189
 MJ0189.The dynamic height is computed by dividing the NAVD 88
 MJ0189.geopotential number by the normal gravity value computed on the
 MJ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0189.degrees latitude (g = 980.6199 gals.).
 MJ0189
 MJ0189.The modeled gravity was interpolated from observed gravity values.
 MJ0189
 MJ0189;                    North         East    Units  Estimated Accuracy
 MJ0189;SPC IA S     -   166,620.      379,230.      MT  (+/- 180 meters Scaled)
 MJ0189
 MJ0189                          SUPERSEDED SURVEY CONTROL
 MJ0189
 MJ0189  NGVD 29 (??/??/92)  364.651  (m)         1196.36   (f) ADJ UNCH    2 0
 MJ0189
 MJ0189.Superseded values are not recommended for survey control.
 MJ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0189.See file dsdata.txt to determine how the superseded data were derived.
 MJ0189
 MJ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF375951(NAD 83)
 MJ0189_MARKER: DB = BENCH MARK DISK
 MJ0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0189_SP_SET: CULVERT
 MJ0189_STAMPING: V 99 1935
 MJ0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0189
 MJ0189  HISTORY     - Date     Condition        Report By
 MJ0189  HISTORY     - 1935     MONUMENTED       CGS
 MJ0189  HISTORY     - 1941     GOOD             NGS
 MJ0189  HISTORY     - 1969     MARK NOT FOUND   USGS
 MJ0189
 MJ0189                          STATION DESCRIPTION
 MJ0189
 MJ0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MJ0189'1.4 MI N FROM LORAH.
 MJ0189'1.4 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 MJ0189'FROM THE STATION AT LORAH, CASS COUNTY, MIDWAY BETWEEN POLES
 MJ0189'448+05 AND 448+06, 510 FEET SOUTH OF THE CROSSING OF U.S. HIGHWAY
 MJ0189'71, 48 FEET EAST OF THE CENTERLINE OF THE TRACK, 18 FEET WEST OF THE
 MJ0189'CENTERLINE OF THE HIGHWAY, AT A 5-BY-5-FOOT CONCRETE-BOX CULVERT,
 MJ0189'IN THE TOP OF THE NORTH END OF THE WEST HEADWALL, AND ABOUT 4
 MJ0189'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED V 99 1935.
 MJ0189
 MJ0189                          STATION RECOVERY (1969)
 MJ0189
 MJ0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MJ0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0606 ***********************************************************************
 NL0606  DESIGNATION -  VAIL
 NL0606  PID         -  NL0606
 NL0606  STATE/COUNTY-  IA/CRAWFORD
 NL0606  USGS QUAD   -  VAIL (1980)
 NL0606
 NL0606                         *CURRENT SURVEY CONTROL
 NL0606  ___________________________________________________________________
 NL0606* NAD 83(1996)-  42 07 04.75370(N)    095 11 17.41927(W)     ADJUSTED  
 NL0606* NAVD 88     -       468.     (meters)    1535.     (feet)  SCALED    
 NL0606  ___________________________________________________________________
 NL0606  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 NL0606  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 NL0606
 NL0606  HORZ ORDER  -  THIRD
 NL0606
 NL0606.The horizontal coordinates were established by classical geodetic methods
 NL0606.and adjusted by the National Geodetic Survey in May 1999..
 NL0606
 NL0606.The orthometric height was scaled from a topographic map.
 NL0606
 NL0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0606
 NL0606.The geoid height was determined by GEOID03.
 NL0606
 NL0606;                    North         East     Units Scale Factor Converg.
 NL0606;SPC IA N     - 1,070,037.658 1,360,402.858   MT  0.99999108   -1 08 38.9
 NL0606;UTM  15      - 4,665,193.484   319,111.453   MT  1.00000263   -1 28 04.5
 NL0606
 NL0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0606!SPC IA N     -   0.99993115  x   0.99999108  =   0.99992223
 NL0606!UTM  15      -   0.99993115  x   1.00000263  =   0.99993378
 NL0606
 NL0606:                Primary Azimuth Mark                     Grid Az
 NL0606:SPC IA N     -  VAIL AZ MK                               002 42 20.4
 NL0606:UTM  15      -  VAIL AZ MK                               003 01 46.0
 NL0606
 NL0606|---------------------------------------------------------------------|
 NL0606| PID    Reference Object                     Distance      Geod. Az  |
 NL0606|                                                           dddmmss.s |
 NL0606| CO4749 VAIL AZ MK                                         0013341.5 |
 NL0606| NL0845 BREDA MUNICIPAL TANK                APPROX.18.4 KM 0671353.6 |
 NL0606| NL0846 BREDA ST BERNARDS CHURCH            APPROX.18.9 KM 0671901.3 |
 NL0606| NL0601 ARCADIA MUNICIPAL TANK              APPROX.12.3 KM 1055656.8 |
 NL0606| CO4750 VAIL RM 1                            20.172 METERS 11006     |
 NL0606| CO4751 VAIL RM 2                            16.898 METERS 18026     |
 NL0606| NL0605 VAIL MUNICIPAL TANK                 APPROX. 6.3 KM 1925303.5 |
 NL0606|---------------------------------------------------------------------|
 NL0606
 NL0606                          SUPERSEDED SURVEY CONTROL
 NL0606
 NL0606  NAD 83(1986)-  42 07 04.75267(N)    095 11 17.42271(W) AD(       ) 3
 NL0606  NAD 27      -  42 07 04.80200(N)    095 11 16.43700(W) AD(       ) 3
 NL0606
 NL0606.Superseded values are not recommended for survey control.
 NL0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0606.See file dsdata.txt to determine how the superseded data were derived.
 NL0606
 NL0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1911165193(NAD 83)
 NL0606_MARKER: DS = TRIANGULATION STATION DISK
 NL0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0606
 NL0606  HISTORY     - Date     Condition        Report By
 NL0606  HISTORY     - 1950     MONUMENTED       CGS
 NL0606  HISTORY     - 1974     GOOD             NGS
 NL0606  HISTORY     - 1978     GOOD             LOCENG
 NL0606
 NL0606                          STATION DESCRIPTION
 NL0606
 NL0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0606'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF WEST SIDE AND
 NL0606'4-1/2 MILES NORTH NORTHEAST OF VAIL ON THE RIGHT OF WAY OF
 NL0606'COUNTY ROUTE K.  STATION IS 33 FEET WEST OF THE APPROXIMATE
 NL0606'CENTERLINE OF ROAD, 7 FEET SOUTHEAST OF WITNESS POST AND 3.5
 NL0606'FEET EAST OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 NL0606'DISK IS STAMPED VAIL 1950.
 NL0606'
 NL0606'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE APPROXIMATE CENTERLINE
 NL0606'OF ROAD AND 2 FEET WEST OF FENCE.  THE MARK PROJECTS ABOUT 4
 NL0606'INCHES AND THE DISK IS STAMPED VAIL NO 1 1950.
 NL0606'
 NL0606'REFERENCE MARK NO. 2 IS 33 FEET WEST OF THE APPROXIMATE CENTERLINE
 NL0606'OF ROAD AND 1.5 FEET EAST OF FENCE.  THE MARK PROJECTS ABOUT
 NL0606'6 INCHES AND THE DISK IS STAMPED VAIL NO 2 1950.
 NL0606'
 NL0606'AZIMUTH MARK IS 30 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 NL0606'ROAD, 3 FEET SOUTH OF TELEPHONE POLE, 2 FEET WEST OF FENCE
 NL0606'AND 1.5 FEET WEST OF WITNESS POST.  THE MARK PROJECTS ABOUT
 NL0606'4 INCHES AND THE DISK IS STAMPED VAIL 1950.
 NL0606'
 NL0606'TO REACH FROM THE CROSS STREET JUST NORTHEAST OF THE RAILROAD
 NL0606'DEPOT IN VAIL GO NORTHEAST ON U.S. HIGHWAY 30 FOR 0.2 MILE
 NL0606'TO GRAVEL ROAD LEFT.  TURN LEFT AND GO NORTH ON COUNTY ROUTE K
 NL0606'FOR 2.25 MILES TO CROSSROADS.  TURN RIGHT AND GO EAST FOR 0.5
 NL0606'MILE TO CROSSROADS.  TURN LEFT AND GO NORTH FOR 1.7 MILES TO
 NL0606'STATION ON LEFT OR WEST SIDE OF ROAD JUST BEFORE REACHING
 NL0606'FARM HOUSE.  CONTINUE NORTH FOR 0.3 MILE TO AZIMUTH MARK ON
 NL0606'RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.
 NL0606'
 NL0606'A 74 FOOT SIGNAL AT STATION WEST SIDE IS V.G.
 NL0606'
 NL0606'A 4 FOOT SIGNAL AT STATION DELOIT IS V.G.
 NL0606'
 NL0606'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0606
 NL0606                          STATION RECOVERY (1974)
 NL0606
 NL0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NL0606'THE UNDERGROUND STATION MARK, REFERENCE MARK 1, REFERENCE
 NL0606'MARK 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 NL0606'CONDITION.  THE SURFACE STATION MARK WAS FOUND TILTED OUT OF
 NL0606'POSITION.  THIS DATE THE SURFACE STATION MARK CONCRETE MONUMENT
 NL0606'WAS RESET VERTICAL DIRECTLY ABOVE THE UNDERGROUND STATION MARK.
 NL0606'DUE TO ADVERSE WEATHER THIS STATION WAS NOT OCCUPIED THIS
 NL0606'DATE FOR HORIZONTAL DIRECTIONS.
 NL0606'
 NL0606'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 NL0606'
 NL0606'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF WEST SIDE
 NL0606'AND 4-1/2 MILES NORTH-NORTHEAST OF VAIL, ON THE RIGHT-OF-WAY
 NL0606'OF COUNTY ROAD M 55.
 NL0606'
 NL0606'TO REACH THE STATION FROM THE POST OFFICE IN VAIL, GO NORTHEAST
 NL0606'ON HIGHWAY 3 FOR 2.5 MILES TO COUNTY ROAD M 55.  TURN RIGHT
 NL0606'AND GO EAST ON ROAD M 55 FOR 0.5 MILES TO CROSSROADS.  TURN
 NL0606'LEFT AND GO NORTH ON ROAD M 55 FOR 1.75 MILES TO THE JOE
 NL0606'MUEGGENBERG FARM AND THE STATION ON THE LEFT.  CONTINUE NORTH
 NL0606'ON ROAD M 55 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NL0606'
 NL0606'THE STATION SURFACE MARK IS A STANDARD DISK STAMPED VAIL 1950 1974,
 NL0606'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 NL0606'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 40 FEET SOUTH OF
 NL0606'A POWER POLE WITH A CABLE AND ANCHOR, 33 FEET NORTH OF A CORNER
 NL0606'FENCE POST, 30 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A STOCK
 NL0606'AND HAY BARN AND 2 FEET SOUTH OF A METAL WITNESS POST.  THE
 NL0606'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 NL0606'INCHES BELOW THE GROUND SURFACE.
 NL0606'
 NL0606'REFERENCE MARK 1 IS A STANDARD DISK STAMPED VAIL NO 1 1950,
 NL0606'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NL0606'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 24 FEET NORTH
 NL0606'OF THE CENTER OF A FIELD APPROACH AND GATE, 2 FEET WEST OF A
 NL0606'FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST AND ON THE
 NL0606'ROAD RIGHT-OF-WAY.
 NL0606'
 NL0606'REFERENCE MARK 2 IS A STANDARD DISK STAMPED VAIL NO 2 1950,
 NL0606'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NL0606'THAT PROJECTS 12 INCHES ON ITS EAST SIDE.  IT IS 1 FOOT EAST
 NL0606'OF A FENCE.
 NL0606'
 NL0606'THE AZIMUTH MARK IS A STANDARD DISK STAMPED VAIL 1950, SET
 NL0606'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 NL0606'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET
 NL0606'EAST OF THE CENTER OF THE ROAD, 1.5 FEET WEST OF A FENCELINE
 NL0606'AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 NL0606'
 NL0606'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 NL0606'NNE OF VAIL.
 NL0606
 NL0606                          STATION RECOVERY (1978)
 NL0606
 NL0606'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (MPF)
 NL0606'VAIL 1950 RECOVERED GOOD.
 NL0606'
 NL0606'RM NO. 1 1950 RM NO. 2 1950 RECOVERED GOOD.
 NL0606'
 NL0606'AZ MK RECOVERED GOOD.
 NL0606'
 NL0606'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NW OF WESTSIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0605 ***********************************************************************
 NL0605  DESIGNATION -  VAIL MUNICIPAL TANK
 NL0605  PID         -  NL0605
 NL0605  STATE/COUNTY-  IA/CRAWFORD
 NL0605  USGS QUAD   -  VAIL (1980)
 NL0605
 NL0605                         *CURRENT SURVEY CONTROL
 NL0605  ___________________________________________________________________
 NL0605* NAD 83(1996)-  42 03 46.61144(N)    095 12 18.24146(W)     ADJUSTED  
 NL0605* NAVD 88     -                                                        
 NL0605  ___________________________________________________________________
 NL0605  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 NL0605  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 NL0605
 NL0605  HORZ ORDER  -  THIRD
 NL0605
 NL0605.The horizontal coordinates were established by classical geodetic methods
 NL0605.and adjusted by the National Geodetic Survey in May 1999..
 NL0605
 NL0605
 NL0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0605
 NL0605.The geoid height was determined by GEOID03.
 NL0605
 NL0605;                    North         East     Units Scale Factor Converg.
 NL0605;SPC IA N     - 1,063,953.449 1,358,882.678   MT  1.00000068   -1 09 20.2
 NL0605;UTM  15      - 4,659,117.876   317,556.989   MT  1.00000958   -1 28 39.7
 NL0605
 NL0605                          SUPERSEDED SURVEY CONTROL
 NL0605
 NL0605  NAD 83(1986)-  42 03 46.61055(N)    095 12 18.24523(W) AD(       ) 4
 NL0605  NAD 27      -  42 03 46.65000(N)    095 12 17.26000(W) AD(       ) 3
 NL0605
 NL0605.Superseded values are not recommended for survey control.
 NL0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0605.See file dsdata.txt to determine how the superseded data were derived.
 NL0605
 NL0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1755759118(NAD 83)
 NL0605_MARKER: 53 = ELEVATED TANK
 NL0605
 NL0605  HISTORY     - Date     Condition        Report By
 NL0605  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0605
 NL0605                          STATION DESCRIPTION
 NL0605
 NL0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0605'STATION IS LOCATED IN THE NORTHWEST PART OF THE VILLAGE OF VAIL
 NL0605'ON A HIGH HILL.  STATION IS 75 FEET NORTHEAST OF THE APPROXIMATE
 NL0605'CENTER OF T INTERSECTION.  STATION IS OF STEEL STRUCTURE, 26
 NL0605'FEET SQUARE AT BASE AND ABOUT 75 FEET HIGH.  STATION IS PAINTED
 NL0605'SILVER WITH THE NAME VAIL PAINTED IN BLACK LETTERS ON THE SOUTH
 NL0605'SIDE.
 NL0605'
 NL0605'THE POINT INTERSECTED WAS THE BALL FINIAL.
 NL0605'
 NL0605'TO REACH FROM THE POST OFFICE ON U.S. HIGHWAY 30 IN VAIL GO
 NL0605'NORTH ON GRAVEL STREET FOR 0.25 MILE TO CROSS STREETS.  TURN
 NL0605'LEFT AND GO WEST FOR 0.2 MILE TO STATION ON RIGHT OR NORTH
 NL0605'SIDEOF STREET AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0970 ***********************************************************************
 MJ0970  DESIGNATION -  VALLEY
 MJ0970  PID         -  MJ0970
 MJ0970  STATE/COUNTY-  IA/HARRISON
 MJ0970  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0970
 MJ0970                         *CURRENT SURVEY CONTROL
 MJ0970  ___________________________________________________________________
 MJ0970* NAD 83(1996)-  41 33 48.66320(N)    095 53 39.55291(W)     ADJUSTED  
 MJ0970* NAVD 88     -       370.424  (meters)    1215.30   (feet)  ADJUSTED  
 MJ0970  ___________________________________________________________________
 MJ0970  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 MJ0970  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 MJ0970  DYNAMIC HT  -         370.253 (meters)    1214.74  (feet)  COMP
 MJ0970  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 MJ0970
 MJ0970  HORZ ORDER  -  FIRST
 MJ0970  VERT ORDER  -  FIRST     CLASS II
 MJ0970
 MJ0970.The horizontal coordinates were established by classical geodetic methods
 MJ0970.and adjusted by the National Geodetic Survey in May 1999..
 MJ0970
 MJ0970.The orthometric height was determined by differential leveling
 MJ0970.and adjusted by the National Geodetic Survey in June 1991..
 MJ0970
 MJ0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0970
 MJ0970.The geoid height was determined by GEOID03.
 MJ0970
 MJ0970.The dynamic height is computed by dividing the NAVD 88
 MJ0970.geopotential number by the normal gravity value computed on the
 MJ0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0970.degrees latitude (g = 980.6199 gals.).
 MJ0970
 MJ0970.The modeled gravity was interpolated from observed gravity values.
 MJ0970
 MJ0970;                    North         East     Units Scale Factor Converg.
 MJ0970;SPC IA S     -   176,377.677   300,310.434   MT  0.99996836   -1 34 37.7
 MJ0970;UTM  15      - 4,605,362.024   258,655.736   MT  1.00031686   -1 55 16.2
 MJ0970
 MJ0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0970!SPC IA S     -   0.99994642  x   0.99996836  =   0.99991478
 MJ0970!UTM  15      -   0.99994642  x   1.00031686  =   1.00026326
 MJ0970
 MJ0970|---------------------------------------------------------------------|
 MJ0970| PID    Reference Object                     Distance      Geod. Az  |
 MJ0970|                                                           dddmmss.s |
 MJ0970| MJ1323 MISSOURI VALLEY RADIO MAST          145.798 METERS 04156     |
 MJ0970| MJ0971 VALLEY RM 1                          35.893 METERS 06750     |
 MJ0970| CL7769 VALLEY RM 3                          42.409 METERS 14047     |
 MJ0970| MJ0972 VALLEY RM 2                          42.431 METERS 14048     |
 MJ0970| CL7768 VALLEY AZ MK 2                                     2231806.5 |
 MJ0970| MJ0975 VALLEY AZ MK                                       2240406.7 |
 MJ0970| MJ0973 STATION 359                           1.298 METERS 27729     |
 MJ0970| MK1833 MODALE MUNICIPAL TANK               APPROX.11.5 KM 3033903.5 |
 MJ0970| CL7770 VALLEY RM 4                           8.890 METERS 31436     |
 MJ0970| MK1832 MONDAMIN MUNICIPAL TANK             APPROX.19.5 KM 3263049.9 |
 MJ0970|---------------------------------------------------------------------|
 MJ0970
 MJ0970                          SUPERSEDED SURVEY CONTROL
 MJ0970
 MJ0970  NAD 83(1996)-  41 33 48.66342(N)    095 53 39.55285(W) AD(       ) 1
 MJ0970  NAD 83(1986)-  41 33 48.66847(N)    095 53 39.55557(W) AD(       ) 1
 MJ0970  NAD 27      -  41 33 48.70000(N)    095 53 38.51600(W) AD(       ) 1
 MJ0970  NGVD 29 (07/19/86)  370.28   (m)         1214.8    (f) LEVELING    3  
 MJ0970
 MJ0970.Superseded values are not recommended for survey control.
 MJ0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0970.See file dsdata.txt to determine how the superseded data were derived.
 MJ0970
 MJ0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG5865605362(NAD 83)
 MJ0970_MARKER: DS = TRIANGULATION STATION DISK
 MJ0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0970_STAMPING: VALLEY 1934
 MJ0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0970+STABILITY: SURFACE MOTION
 MJ0970
 MJ0970  HISTORY     - Date     Condition        Report By
 MJ0970  HISTORY     - 1934     MONUMENTED       CGS
 MJ0970  HISTORY     - 1947     GOOD             CGS
 MJ0970  HISTORY     - 1948     GOOD             NGS
 MJ0970  HISTORY     - 1960     GOOD             CGS
 MJ0970  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MJ0970
 MJ0970                          STATION DESCRIPTION
 MJ0970
 MJ0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ0970'STATION IS IN CITY OF MISSOURI VALLEY, IOWA, ON THE HIGH
 MJ0970'BLUFFS OVERLOOKING THE CITY.
 MJ0970'
 MJ0970'TO REACH FROM MISSOURI VALLEY CITY HALL, GO NORTH ON NORTH
 MJ0970'THIRD STREET 0.6 MILE TO TOP OF HILL AND CITY RESERVOIR, FOLLOW
 MJ0970'AROUND SOUTH SIDE OF RESERVOIR AND GO THROUGH GATE.  FOLLOW
 MJ0970'SOUTH 0.1 MILE TO STATION ON TOP OF BLUFFS.
 MJ0970'
 MJ0970'REFERENCE MARK NO. 1 IS 35.918 METERS (117.83 FEET)
 MJ0970'EAST-NORTHEAST OF STATION ON BLUFFS.
 MJ0970'
 MJ0970'REFERENCE MARK NO. 2 IS 42.431 METERS (139.20 FEET) EAST-SOUTHEAST
 MJ0970'OF STATION ON BLUFFS.
 MJ0970'
 MJ0970'AZIMUTH MARK IS 80 FEET NORTHWEST OF HIGHWAY 30S, AND 2.0 FEET
 MJ0970'SOUTH OF FENCE LINE.  TO REACH FROM CITY HALL IN MISSOURI
 MJ0970'VALLEY, GO WEST ON HIGHWAY 30S FOR 1.1 MILES TO POINT WHERE
 MJ0970'ROAD TURNS TO RIGHT.  AZIMUTH IS ON THE NORTH SIDE OF ROAD.
 MJ0970'
 MJ0970'A CONNECTION WAS MADE HERE TO U.S. TRIANGULATION STATION NO.
 MJ0970'359.  IT IS 4.26 FEET WEST OF STATION.
 MJ0970'
 MJ0970'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 MJ0970
 MJ0970                          STATION RECOVERY (1947)
 MJ0970
 MJ0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ0970'THE STATION WAS FOUND AS DESCRIBED, ALL MARKS ARE IN GOOD
 MJ0970'CONDITION EXCEPT REFERENCE MARK NO. 2 WAS FOUND BROKEN OFF FLUSH
 MJ0970'WITH THE GROUND A NEW REFERENCE NO. 3 1947 WAS SET IN THE
 MJ0970'OLD BASE.  A NEW DESCRIPTION FOLLOWS.
 MJ0970'
 MJ0970'THE STATION IS LOCATED ON THE HIGH BLUFFS 0.6 MILE NORTH OF
 MJ0970'MISSOURI VALLEY AND 0.1 MILE WEST-SOUTHWEST OF THE CITY RESERVOIR.
 MJ0970'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED VALLEY 1934.
 MJ0970'
 MJ0970'REFERENCE MARK NO. 1 IS 117.76 FEET EAST-NORTHEAST OF THE
 MJ0970'STATION, ON A SMALL KNOLL.  THE MARK PROJECTS 6 INCHES AND THE
 MJ0970'DISK IS STAMPED VALLEY 1934 NO. 1.
 MJ0970'
 MJ0970'REFERENCE MARK NO. 3 IS 139.16 FEET SOUTHEAST OF THE STATION.
 MJ0970'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MJ0970'VALLEY NO 3 1947.
 MJ0970'
 MJ0970'AZIMUTH MARK IS ABOUT 2.0 MILES SOUTHWEST OF THE STATION,
 MJ0970'92 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 30, 3 FEET SOUTH OF
 MJ0970'THE FENCE AND 2 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS
 MJ0970'2 INCHES AND THE DISK IS STAMPED VALLEY 1934 AZI.
 MJ0970'
 MJ0970'A CONNECTION WAS MADE FROM TRIANGULATION STATION VALLEY 1934
 MJ0970'TO U.S. TRIANG. STA. 359.  IT IS (4.26 FEET) 1.298 METERS
 MJ0970'WEST-NORTHWEST OF THE STATION.
 MJ0970'
 MJ0970'THE STATION IS A 2 INCH PIPE FILLED WITH WOOD AND NAIL HEAD
 MJ0970'MARKS THE CENTER.
 MJ0970'
 MJ0970'TO REACH THE STATIONS FROM THE CITY HALL IN MISSOURI VALLEY,
 MJ0970'GO NORTH ON N. 3RD. STREET FOR 0.6 MILE TO THE CITY RESERVOIR
 MJ0970'ON THE LEFT, HERE PACK SOUTHWEST 0.1 MILE TO HIGHEST POINT
 MJ0970'OF BLUFF AND THE STATION.
 MJ0970'
 MJ0970'TO REACH THE AZIMUTH FROM THE CITY HALL, GO WEST ON U.S.
 MJ0970'HIGHWAY 30 FOR 1.2 MILE TO
 MJ0970'
 MJ0970'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 MJ0970
 MJ0970                          STATION RECOVERY (1948)
 MJ0970
 MJ0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MJ0970'AT MISSOURI VALLEY.
 MJ0970'0.5 MILE NORTH ALONG NORTH THIRD STREET FROM THE CITY HALL IN
 MJ0970'MISSOURI VALLEY, THENCE 0.1 MILE WEST TO THE TOP OF A HIGH BLUFF
 MJ0970'OVERLOOKING U.S. HIGHWAY 75, 650.0 FEET SOUTH OF THE CITY
 MJ0970'RESERVOIR, 118.6 FEET SOUTHWEST OF VALLEY R.M. 1, 140.0 FEET
 MJ0970'NORTHWEST OF VALLEY R.M. 2, SET IN THE TOP OF A CONCRETE POST
 MJ0970'WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 MJ0970
 MJ0970                          STATION RECOVERY (1960)
 MJ0970
 MJ0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MJ0970'THE STATION AND REFERENCE MARK NUMBER THREE WERE RECOVERED AND
 MJ0970'FOUND IN GOOD CONDITION.  REFERENCE MARK NUMBER ONE AND THE
 MJ0970'AZIMUTH MARK WERE SEARCHED FOR BUT WERE NOT RECOVERED.  THE
 MJ0970'AREA IN WHICH BOTH MARKS WERE SET IS NOW UNDER CULTIVATION.
 MJ0970'A NEW REFERENCE MARK AND AN AZIMUTH MARK WERE ESTABLISHED
 MJ0970'AND A NEW DESCRIPTION FOLLOWS.
 MJ0970'
 MJ0970'THE STATION IS LOCATED ON A HIGH BLUFF OVERLOOKING THE TOWN
 MJ0970'OF MISSOURI VALLEY AND IS ABOUT 300 FEET SOUTHWEST OF THE CITY
 MJ0970'RESERVOIR, ON THE HIGHEST PART OF A GRASSY BLUFF.
 MJ0970'
 MJ0970'TO REACH THE STATION FROM THE CITY HALL IN MISSOURI VALLEY,
 MJ0970'GO NORTH ON NORTH THIRD STREET FOR 0.6 MILE TO THE TOP OF THE
 MJ0970'HILL AND THE CITY RESERVOIR.  PACK SOUTHWESTERLY DOWNHILL
 MJ0970'AND CROSS COUNTRY FOR ABOUT 300 FEET TO THE HIGHEST PART OF A
 MJ0970'GRASSY BLUFF AND THE STATION.
 MJ0970'
 MJ0970'TO REACH THE AZIMUTH MARK FROM THE CITY HALL IN MISSOURI VALLEY,
 MJ0970'GO WEST ON U.S. HIGHWAY 30 FOR 1.0 MILE TO A CULVERT AND THE
 MJ0970'AZIMUTH MARK ON THE RIGHT.  IT IS 21 FEET NORTHWEST OF THE
 MJ0970'CENTER LINE OF THE HIGHWAY.
 MJ0970'
 MJ0970'THE STATION IS A STANDARD DISK STAMPED VALLEY 1934 SET IN
 MJ0970'TOP OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 MJ0970'INCHES ABOVE THE GROUND.
 MJ0970'
 MJ0970'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED VALLEY
 MJ0970'NO 3 1947 SET IN TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 MJ0970'WHICH PROJECTS 1 INCH ABOVE THE GROUND AND IS ABOUT THE SAME
 MJ0970'ELEVATION AS THE STATION.
 MJ0970'
 MJ0970'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED VALLEY
 MJ0970'NO 4 1934 1960 SET IN TOP OF A CONCRETE CYLINDER WHICH IS 6-INCHES
 MJ0970'IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 1
 MJ0970'FOOT LOWER THAN THE STATION.
 MJ0970'
 MJ0970'U.S. TRIANGULATION STATION 359 IS A 2-INCH IRON PIPE WHICH
 MJ0970'PROJECTS 6 INCHES ABOVE THE GROUND.  IT FORMERLY HAD A WOODEN
 MJ0970'PLUG IN IT, WITH A NAIL DRIVEN IN THE MIDDLE BUT IT IS NOW
 MJ0970'ROTTED COMPLETELY AWAY.
 MJ0970'
 MJ0970'THE AZIMUTH MARK IS A STANDARD DISK STAMPED VALLEY 1934 1960
 MJ0970'SET IN A DRILL HOLE IN THE SOUTHWEST END OF A CULVERT.  IT IS
 MJ0970'21 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 MJ0970
 MJ0970                          STATION RECOVERY (1989)
 MJ0970
 MJ0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0970'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0620 ***********************************************************************
 OQ0620  DESIGNATION -  VALLEY
 OQ0620  PID         -  OQ0620
 OQ0620  STATE/COUNTY-  IA/SIOUX
 OQ0620  USGS QUAD   -  FAIRVIEW (1968)
 OQ0620
 OQ0620                         *CURRENT SURVEY CONTROL
 OQ0620  ___________________________________________________________________
 OQ0620* NAD 83(1996)-  43 11 57.83782(N)    096 24 22.87457(W)     ADJUSTED  
 OQ0620* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 OQ0620  ___________________________________________________________________
 OQ0620  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 OQ0620  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OQ0620
 OQ0620  HORZ ORDER  -  THIRD
 OQ0620
 OQ0620.The horizontal coordinates were established by classical geodetic methods
 OQ0620.and adjusted by the National Geodetic Survey in May 1999..
 OQ0620
 OQ0620.The orthometric height was scaled from a topographic map.
 OQ0620
 OQ0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0620
 OQ0620.The geoid height was determined by GEOID03.
 OQ0620
 OQ0620;                    North         East     Units Scale Factor Converg.
 OQ0620;SPC IA N     - 1,192,828.899 1,263,830.123   MT  0.99998840   -1 58 11.2
 OQ0620;SPC SD S     -   103,755.775   919,032.154   MT  0.99993345   +2 42 32.5
 OQ0620;SPC SD S     -   340,405.41  3,015,191.33   sFT  0.99993345   +2 42 32.5
 OQ0620;UTM  14      - 4,786,224.203   710,723.547   MT  1.00014627   +1 46 34.0
 OQ0620
 OQ0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0620!SPC IA N     -   0.99993886  x   0.99998840  =   0.99992727
 OQ0620!SPC SD S     -   0.99993886  x   0.99993345  =   0.99987232
 OQ0620!UTM  14      -   0.99993886  x   1.00014627  =   1.00008513
 OQ0620
 OQ0620:                Primary Azimuth Mark                     Grid Az
 OQ0620:SPC IA N     -  ROCK VALLEY MUNICIPAL TANK               090 25 30.0
 OQ0620:SPC SD S     -  ROCK VALLEY MUNICIPAL TANK               085 44 46.3
 OQ0620:UTM  14      -  ROCK VALLEY MUNICIPAL TANK               086 40 44.8
 OQ0620
 OQ0620|---------------------------------------------------------------------|
 OQ0620| PID    Reference Object                     Distance      Geod. Az  |
 OQ0620|                                                           dddmmss.s |
 OQ0620| OQ0615 ROCK VALLEY MUNICIPAL TANK          APPROX. 9.1 KM 0882718.8 |
 OQ0620| CO4753 VALLEY RM 1                          17.892 METERS 08959     |
 OQ0620| CO4754 VALLEY RM 2                          16.319 METERS 20427     |
 OQ0620| CO4752 VALLEY AZ MK                                       2723554.2 |
 OQ0620|---------------------------------------------------------------------|
 OQ0620
 OQ0620                          SUPERSEDED SURVEY CONTROL
 OQ0620
 OQ0620  NAD 83(1996)-  43 11 57.83782(N)    096 24 22.87457(W) AD(       ) 3
 OQ0620  NAD 83(1996)-  43 11 57.83752(N)    096 24 22.87304(W) AD(       ) 3
 OQ0620  NAD 83(1996)-  43 11 57.83781(N)    096 24 22.86975(W) AD(       ) 3
 OQ0620  NAD 83(1986)-  43 11 57.84018(N)    096 24 22.86367(W) AD(       ) 3
 OQ0620  NAD 27      -  43 11 57.89300(N)    096 24 21.78600(W) AD(       ) 3
 OQ0620
 OQ0620.Superseded values are not recommended for survey control.
 OQ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0620.See file dsdata.txt to determine how the superseded data were derived.
 OQ0620
 OQ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1072486224(NAD 83)
 OQ0620_MARKER: DS = TRIANGULATION STATION DISK
 OQ0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0620
 OQ0620  HISTORY     - Date     Condition        Report By
 OQ0620  HISTORY     - 1949     MONUMENTED       CGS
 OQ0620
 OQ0620                          STATION DESCRIPTION
 OQ0620
 OQ0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 OQ0620'STATION IS LOCATED ABOUT 5-3/4 MILES WEST OF ROCK VALLEY ON THE
 OQ0620'HIGHWAY RIGHT OF WAY.  STATION IS 60 FEET SOUTH OF THE APPROXIMATE
 OQ0620'CENTERLINE OF U.S. HIGHWAY 18, 37 FEET EAST OF A TELEPHONE POLE
 OQ0620'WITH TRIANGLE BLAZE AND 8 FEET EAST OF WITNESS POST.  THE MARK
 OQ0620'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED VALLEY 1949.
 OQ0620'
 OQ0620'REFERENCE MARK NO. 1 IS 60 FEET SOUTH OF THE APPROXIMATE
 OQ0620'CENTERLINE OF U.S. HIGHWAY 18 AND IN FENCELINE.  THE MARK IS
 OQ0620'FLUSH WITH THE GROUND AND THE DISK IS STAMPED VALLEY NO 1 1949.
 OQ0620'
 OQ0620'REFERENCE MARK NO. 2 IS 50 FEET SOUTH SOUTHEAST OF TELEPHONE
 OQ0620'POLE WITH TRIANGLE BLAZE.  THE MARK IS FLUSH WITH THE GROUND AND
 OQ0620'THE DISK IS STAMPED VALLEY NO 2 1949.
 OQ0620'
 OQ0620'AZIMUTH MARK IS 63 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 OQ0620'U.S. HIGHWAY 18, 10 FEET SOUTH SOUTHEAST OF WITNESS POST AND 4
 OQ0620'FEET NORTHEAST OF POWER POLE WITH TRANSFORMER.  THE MARK PROJECTS
 OQ0620'ABOUT 2 INCHES AND THE DISK IS STAMPED VALLEY 1949.
 OQ0620'
 OQ0620'TO REACH FROM THE RAILROAD DEPOT IN ROCK VALLEY GO SOUTH ON
 OQ0620'THE MAIN STREET FOR 0.25 MILE TO INTERSECTION WITH U.S. HIGHWAY
 OQ0620'18.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 18 FOR 5.75 MILES TO
 OQ0620'STATION ON LEFT OR SOUTH SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE
 OQ0620'WEST FOR 0.55 MILE TO AZIMUTH MARK ON RIGHT OR NORTH SIDE OF
 OQ0620'HIGHWAY AS DESCRIBED.
 OQ0620'
 OQ0620'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0975 ***********************************************************************
 MJ0975  DESIGNATION -  VALLEY AZ MK
 MJ0975  PID         -  MJ0975
 MJ0975  STATE/COUNTY-  IA/HARRISON
 MJ0975  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0975
 MJ0975                         *CURRENT SURVEY CONTROL
 MJ0975  ___________________________________________________________________
 MJ0975* NAD 83(1986)-  41 33 02.     (N)    095 54 38.     (W)     SCALED    
 MJ0975* NAVD 88     -       305.532  (meters)    1002.40   (feet)  ADJUSTED  
 MJ0975  ___________________________________________________________________
 MJ0975  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 MJ0975  DYNAMIC HT  -         305.391 (meters)    1001.94  (feet)  COMP
 MJ0975  MODELED GRAV-     980,153.5   (mgal)                       NAVD 88
 MJ0975
 MJ0975  VERT ORDER  -  FIRST     CLASS II
 MJ0975
 MJ0975.The horizontal coordinates were scaled from a topographic map and have
 MJ0975.an estimated accuracy of +/- 6 seconds.
 MJ0975
 MJ0975.The orthometric height was determined by differential leveling
 MJ0975.and adjusted by the National Geodetic Survey in June 1991..
 MJ0975
 MJ0975.The geoid height was determined by GEOID03.
 MJ0975
 MJ0975.The dynamic height is computed by dividing the NAVD 88
 MJ0975.geopotential number by the normal gravity value computed on the
 MJ0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0975.degrees latitude (g = 980.6199 gals.).
 MJ0975
 MJ0975.The modeled gravity was interpolated from observed gravity values.
 MJ0975
 MJ0975;                    North         East    Units  Estimated Accuracy
 MJ0975;SPC IA S     -   174,980.      298,920.      MT  (+/- 180 meters Scaled)
 MJ0975
 MJ0975                          SUPERSEDED SURVEY CONTROL
 MJ0975
 MJ0975.No superseded survey control is available for this station.
 MJ0975
 MJ0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG572039(NAD 83)
 MJ0975_MARKER: DZ = AZIMUTH MARK DISK
 MJ0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0975_STAMPING: VALLEY 1934 AZI
 MJ0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0975+STABILITY: SURFACE MOTION
 MJ0975
 MJ0975  HISTORY     - Date     Condition        Report By
 MJ0975  HISTORY     - 1934     MONUMENTED       CGS
 MJ0975  HISTORY     - 1948     GOOD             NGS
 MJ0975  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MJ0975
 MJ0975                          STATION DESCRIPTION
 MJ0975
 MJ0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0975'1.1 MI W FROM MISSOURI VALLEY.
 MJ0975'1.1 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE CITY HALL IN
 MJ0975'MISSOURI VALLEY, AT A CURVE IN THE HIGHWAY, 350.0 FEET EAST OF
 MJ0975'THE CENTER LINE OF A DIRT CROSS ROAD, 109.0 FEET WEST OF THE
 MJ0975'WEST END OF A CONCRETE CULVERT, 92.0 FEET NORTHWEST OF THE
 MJ0975'CENTER LINE OF THE HIGHWAY, 24.6 FEET NORTHWEST OF A METAL
 MJ0975'PIPE CULVERT, 2.0 FEET SOUTHWEST OF A WITNESS POST, ALONG THE
 MJ0975'SOUTH EDGE OF A CULTIVATED FIELD, SET IN THE TOP OF A CONCRETE
 MJ0975'POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 MJ0975
 MJ0975                          STATION RECOVERY (1989)
 MJ0975
 MJ0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0971 ***********************************************************************
 MJ0971  DESIGNATION -  VALLEY RM 1
 MJ0971  PID         -  MJ0971
 MJ0971  STATE/COUNTY-  IA/HARRISON
 MJ0971  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0971
 MJ0971                         *CURRENT SURVEY CONTROL
 MJ0971  ___________________________________________________________________
 MJ0971* NAD 83(1986)-  41 33 48.     (N)    095 53 39.     (W)     SCALED    
 MJ0971* NAVD 88     -       369.557  (meters)    1212.45   (feet)  ADJUSTED  
 MJ0971  ___________________________________________________________________
 MJ0971  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 MJ0971  DYNAMIC HT  -         369.387 (meters)    1211.90  (feet)  COMP
 MJ0971  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 MJ0971
 MJ0971  VERT ORDER  -  FIRST     CLASS II
 MJ0971
 MJ0971.The horizontal coordinates were scaled from a topographic map and have
 MJ0971.an estimated accuracy of +/- 6 seconds.
 MJ0971
 MJ0971.The orthometric height was determined by differential leveling
 MJ0971.and adjusted by the National Geodetic Survey in June 1991..
 MJ0971
 MJ0971.The geoid height was determined by GEOID03.
 MJ0971
 MJ0971.The dynamic height is computed by dividing the NAVD 88
 MJ0971.geopotential number by the normal gravity value computed on the
 MJ0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0971.degrees latitude (g = 980.6199 gals.).
 MJ0971
 MJ0971.The modeled gravity was interpolated from observed gravity values.
 MJ0971
 MJ0971;                    North         East    Units  Estimated Accuracy
 MJ0971;SPC IA S     -   176,360.      300,320.      MT  (+/- 180 meters Scaled)
 MJ0971
 MJ0971                          SUPERSEDED SURVEY CONTROL
 MJ0971
 MJ0971  NGVD 29 (??/??/92)  369.415  (m)         1211.99   (f) ADJ UNCH    1 2
 MJ0971
 MJ0971.Superseded values are not recommended for survey control.
 MJ0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0971.See file dsdata.txt to determine how the superseded data were derived.
 MJ0971
 MJ0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG586053(NAD 83)
 MJ0971_MARKER: DR = REFERENCE MARK DISK
 MJ0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0971_STAMPING: VALLEY NO 1 1934
 MJ0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0971+STABILITY: SURFACE MOTION
 MJ0971
 MJ0971  HISTORY     - Date     Condition        Report By
 MJ0971  HISTORY     - 1934     MONUMENTED       CGS
 MJ0971  HISTORY     - 1948     GOOD             NGS
 MJ0971  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MJ0971
 MJ0971                          STATION DESCRIPTION
 MJ0971
 MJ0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0971'AT MISSOURI VALLEY.
 MJ0971'0.5 MILE NORTH ALONG THIRD STREET FROM THE CITY HALL IN MISSOURI
 MJ0971'VALLEY, THENCE 0.1 MILE WEST TO THE TOP OF A HIGH BLUFF OVERLOOKING
 MJ0971'U.S. HIGHWAY 75, 530.0 FEET SOUTH OF THE CITY RESERVOIR, 118.6
 MJ0971'FEET NORTHEAST OF TRIANGULATION STATION VALLEY, SET IN THE TOP
 MJ0971'OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 MJ0971
 MJ0971                          STATION RECOVERY (1989)
 MJ0971
 MJ0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0972 ***********************************************************************
 MJ0972  DESIGNATION -  VALLEY RM 2
 MJ0972  PID         -  MJ0972
 MJ0972  STATE/COUNTY-  IA/HARRISON
 MJ0972  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ0972
 MJ0972                         *CURRENT SURVEY CONTROL
 MJ0972  ___________________________________________________________________
 MJ0972* NAD 83(1986)-  41 33 48.     (N)    095 53 39.     (W)     SCALED    
 MJ0972* NAVD 88     -       370.158  (meters)    1214.43   (feet)  ADJUSTED  
 MJ0972  ___________________________________________________________________
 MJ0972  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 MJ0972  DYNAMIC HT  -         369.988 (meters)    1213.87  (feet)  COMP
 MJ0972  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 MJ0972
 MJ0972  VERT ORDER  -  FIRST     CLASS II
 MJ0972
 MJ0972.The horizontal coordinates were scaled from a topographic map and have
 MJ0972.an estimated accuracy of +/- 6 seconds.
 MJ0972
 MJ0972.The orthometric height was determined by differential leveling
 MJ0972.and adjusted by the National Geodetic Survey in June 1991..
 MJ0972
 MJ0972.The geoid height was determined by GEOID03.
 MJ0972
 MJ0972.The dynamic height is computed by dividing the NAVD 88
 MJ0972.geopotential number by the normal gravity value computed on the
 MJ0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0972.degrees latitude (g = 980.6199 gals.).
 MJ0972
 MJ0972.The modeled gravity was interpolated from observed gravity values.
 MJ0972
 MJ0972;                    North         East    Units  Estimated Accuracy
 MJ0972;SPC IA S     -   176,360.      300,320.      MT  (+/- 180 meters Scaled)
 MJ0972
 MJ0972                          SUPERSEDED SURVEY CONTROL
 MJ0972
 MJ0972  NGVD 29 (??/??/92)  370.016  (m)         1213.96   (f) ADJ UNCH    1 2
 MJ0972
 MJ0972.Superseded values are not recommended for survey control.
 MJ0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0972.See file dsdata.txt to determine how the superseded data were derived.
 MJ0972
 MJ0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG586053(NAD 83)
 MJ0972_MARKER: DR = REFERENCE MARK DISK
 MJ0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0972_STAMPING: VALLEY NO 2 1934
 MJ0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0972+STABILITY: SURFACE MOTION
 MJ0972
 MJ0972  HISTORY     - Date     Condition        Report By
 MJ0972  HISTORY     - 1934     MONUMENTED       CGS
 MJ0972  HISTORY     - 1948     GOOD             NGS
 MJ0972  HISTORY     - 19890804 MARK NOT FOUND   NGS
 MJ0972
 MJ0972                          STATION DESCRIPTION
 MJ0972
 MJ0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0972'AT MISSOURI VALLEY.
 MJ0972'0.5 MILE NORTH ALONG NORTH THIRD STREET FROM THE CITY HALL IN
 MJ0972'MISSOURI VALLEY, THENCE 0.1 MILE WEST TO THE TOP OF A HIGH
 MJ0972'BLUFF OVERLOOKING U.S. HIGHWAY 75, 770.0 FEET SOUTH OF THE CITY
 MJ0972'RESERVOIR, 140.0 FEET SOUTHEAST OF TRIANGULATION STATION VALLEY,
 MJ0972'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 MJ0972'THE GROUND.  NOTE-- THIS DISK HAS BEEN HAMMERED UNTIL IT IS
 MJ0972'ALMOST IMPOSSIBLE TO TELL WHAT IS STAMPED ON IT.
 MJ0972
 MJ0972                          STATION RECOVERY (1989)
 MJ0972
 MJ0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0872 ***********************************************************************
 LD0872  DESIGNATION -  VAN
 LD0872  PID         -  LD0872
 LD0872  STATE/COUNTY-  IA/VAN BUREN
 LD0872  USGS QUAD   -  LOCKRIDGE WEST (1980)
 LD0872
 LD0872                         *CURRENT SURVEY CONTROL
 LD0872  ___________________________________________________________________
 LD0872* NAD 83(1996)-  40 52 31.14454(N)    091 45 23.74058(W)     ADJUSTED  
 LD0872* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 LD0872  ___________________________________________________________________
 LD0872  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 LD0872  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0872
 LD0872  HORZ ORDER  -  FIRST
 LD0872
 LD0872.The horizontal coordinates were established by classical geodetic methods
 LD0872.and adjusted by the National Geodetic Survey in May 1999..
 LD0872
 LD0872.The orthometric height was scaled from a topographic map.
 LD0872
 LD0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0872
 LD0872.The geoid height was determined by GEOID03.
 LD0872
 LD0872;                    North         East     Units Scale Factor Converg.
 LD0872;SPC IA S     -    98,675.090   646,942.731   MT  0.99996442   +1 08 54.2
 LD0872;UTM  15      - 4,525,660.346   604,770.305   MT  0.99973510   +0 48 49.6
 LD0872
 LD0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0872!SPC IA S     -   0.99997287  x   0.99996442  =   0.99993729
 LD0872!UTM  15      -   0.99997287  x   0.99973510  =   0.99970798
 LD0872
 LD0872:                Primary Azimuth Mark                     Grid Az
 LD0872:SPC IA S     -  LOCKRIDGE BAPTIST CHURCH SPIRE           001 58 19.2
 LD0872:UTM  15      -  LOCKRIDGE BAPTIST CHURCH SPIRE           002 18 23.8
 LD0872
 LD0872|---------------------------------------------------------------------|
 LD0872| PID    Reference Object                     Distance      Geod. Az  |
 LD0872|                                                           dddmmss.s |
 LD0872| LD0869 LOCKRIDGE BAPTIST CHURCH SPIRE      APPROX.13.3 KM 0030713.4 |
 LD0872| LD0866 SALEM MUNICIPAL TANK                APPROX.11.7 KM 1011837.5 |
 LD0872| CK6904 VAN AZ MK                                          1020206.5 |
 LD0872| CK6905 VAN RM 1                             31.352 METERS 12231     |
 LD0872| CK6906 VAN RM 2                             49.035 METERS 20839     |
 LD0872|---------------------------------------------------------------------|
 LD0872
 LD0872                          SUPERSEDED SURVEY CONTROL
 LD0872
 LD0872  NAD 83(1986)-  40 52 31.15267(N)    091 45 23.75349(W) AD(       ) 1
 LD0872  NAD 27      -  40 52 31.06320(N)    091 45 23.16700(W) AD(       ) 1
 LD0872
 LD0872.Superseded values are not recommended for survey control.
 LD0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0872.See file dsdata.txt to determine how the superseded data were derived.
 LD0872
 LD0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF0477025660(NAD 83)
 LD0872_MARKER: DS = TRIANGULATION STATION DISK
 LD0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0872
 LD0872  HISTORY     - Date     Condition        Report By
 LD0872  HISTORY     - 1955     MONUMENTED       CGS
 LD0872
 LD0872                          STATION DESCRIPTION
 LD0872
 LD0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0872'STATION IS LOCATED, AIRLINE, ABOUT 11 MILES EAST OF BIRMINGHAM,
 LD0872'8 MILES SOUTH OF LOCKRIDGE, 4-1/2 MILES NORTHWEST OF HILLSBORO,
 LD0872'3/4 MILE SOUTH OF BIG CEDAR CREEK AND IN A SMALL GRASSY
 LD0872'TRIANGLE FORMED BY THE ROUNDING OF THE CORNER OF WHERE THE
 LD0872'ROAD TURNS TO THE SOUTH.
 LD0872'
 LD0872'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 LD0872'LOCKRIDGE, GO EAST FOR 0.1 MILE TO A CROSS ROAD.  TURN RIGHT,
 LD0872'SOUTH, AND GO 3.5 MILES.  TURN LEFT, EAST, AND GO 0.5 MILE.
 LD0872'TURN RIGHT, SOUTH, AND GO 1.0 MILE TO A CROSS ROAD.  CONTINUE
 LD0872'STRAIGHT AHEAD FOR 1.4 MILES TO A CROSS ROAD.  CONTINUE
 LD0872'STRAIGHT AHEAD FOR 1.4 MILES TO A BRIDGE.  CONTINUE STRAIGHT
 LD0872'AHEAD FOR 1.3 MILES TO WHERE THE ROAD TURNS LEFT, SOUTH,
 LD0872'AND THE STATION ON THE RIGHT.
 LD0872'
 LD0872'STATION MARK, STAMPED VAN 1955, IS A STANDARD DISK SET IN
 LD0872'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 LD0872'INCHES.  IT IS 69.0 FEET WEST NORTHWEST OF THE CENTERLINE
 LD0872'OF THE GRAVELED ROAD, 58.0 FEET EAST OF THE CENTERLINE OF A
 LD0872'FARM ROAD AND 9.0 FEET EAST SOUTHEAST OF A WITNESS POST.
 LD0872'
 LD0872'REFERENCE MARK NUMBER 1, STAMPED VAN NO 1 1955, IS A STANDARD
 LD0872'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 LD0872'PROJECTS 3 INCHES AND AT ABOUT THE SAME ELEVATION AS THE
 LD0872'STATION.  IT IS 33.9 FEET SOUTHEAST OF THE CENTERLINE OF
 LD0872'THE GRAVELED ROAD AND 10 INCHES SOUTHWEST OF A POWER LINE POLE
 LD0872'NUMBERED 630.
 LD0872'
 LD0872'REFERENCE MARK NUMBER 2, STAMPED VAN NO 2 1955, IS A STANDARD
 LD0872'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 LD0872'PROJECTS 5 INCHES AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 LD0872'IT IS 9.0 FEET WEST OF THE CENTERLINE OF THE SMALL FARM
 LD0872'ROAD AND 1.0 FOOT NORTH OF A SMALL TELEPHONE POLE.
 LD0872'
 LD0872'AZIMUTH MARK, STAMPED VAN 1955, IS A STANDARD DISK SET IN
 LD0872'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 LD0872'4 INCHES.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 LD0872'STRAIGHT SOUTH FOR 0.5 MILE TO A SMALL RISE AND THE AZIMUTH
 LD0872'MARK ON THE RIGHT.  IT IS 24.0 FEET WEST OF THE CENTERLINE
 LD0872'OF THE ROAD, 2.0 FEET EAST OF A WIRE FENCE LINE AND 1.0 FOOT
 LD0872'NORTH OF A POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0548 ***********************************************************************
 NK0548  DESIGNATION -  VAN HORNE
 NK0548  PID         -  NK0548
 NK0548  STATE/COUNTY-  IA/BENTON
 NK0548  USGS QUAD   -  VAN HORNE (1971)
 NK0548
 NK0548                         *CURRENT SURVEY CONTROL
 NK0548  ___________________________________________________________________
 NK0548* NAD 83(1996)-  42 02 30.11107(N)    092 06 54.30108(W)     ADJUSTED  
 NK0548* NAVD 88     -       301.1    (meters)     988.     (feet)  VERTCON   
 NK0548  ___________________________________________________________________
 NK0548  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 NK0548  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 NK0548
 NK0548  HORZ ORDER  -  FIRST
 NK0548
 NK0548.The horizontal coordinates were established by classical geodetic methods
 NK0548.and adjusted by the National Geodetic Survey in May 1999..
 NK0548
 NK0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0548
 NK0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0548
 NK0548.The geoid height was determined by GEOID03.
 NK0548
 NK0548;                    North         East     Units Scale Factor Converg.
 NK0548;SPC IA N     - 1,061,109.171 1,614,661.838   MT  1.00000463   +0 56 19.0
 NK0548;UTM  15      - 4,654,784.637   573,239.110   MT  0.99966600   +0 35 33.5
 NK0548
 NK0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0548!SPC IA N     -   0.99995770  x   1.00000463  =   0.99996233
 NK0548!UTM  15      -   0.99995770  x   0.99966600  =   0.99962371
 NK0548
 NK0548|---------------------------------------------------------------------|
 NK0548| PID    Reference Object                     Distance      Geod. Az  |
 NK0548|                                                           dddmmss.s |
 NK0548| CI7266 VAN HORNE RM 1                       32.056 METERS 00025     |
 NK0548| NK0542 VINTON BLIND SCHOOL TANK            APPROX.14.9 KM 0261643.7 |
 NK0548| NK0543 VINTON MUNICIPAL TANK               APPROX.16.1 KM 0280333.1 |
 NK0548| NK0541 VINTON IOWA RR AND LT CORP STK      APPROX.15.7 KM 0294700.3 |
 NK0548| NK0553 REBAR 1079                          APPROX. 4.2 KM 0982044.0 |
 NK0548| NK0547 ST JOHNS EVAN LUTH CH SPIRE         APPROX. 9.0 KM 1042543.2 |
 NK0548| NK0550 VAN HORNE IMM CON CATH CH           APPROX. 4.0 KM 1494953.6 |
 NK0548| NK0549 VAN HORNE MUNICIPAL TANK            APPROX. 4.3 KM 1501008.4 |
 NK0548| MH0454 BLAIRSTOWN MUNICIPAL TANK           APPROX.15.2 KM 1703852.6 |
 NK0548| CI7267 VAN HORNE RM 2                       31.827 METERS 18025     |
 NK0548| CI7265 VAN HORNE AZ MK                                    2511556.9 |
 NK0548| NK0558 DYSART MUNICIPAL TANK               APPROX.21.2 KM 3120523.5 |
 NK0548|---------------------------------------------------------------------|
 NK0548
 NK0548                          SUPERSEDED SURVEY CONTROL
 NK0548
 NK0548  NAD 83(1986)-  42 02 30.11066(N)    092 06 54.30129(W) AD(       ) 1
 NK0548  NAD 27      -  42 02 30.11500(N)    092 06 53.63300(W) AD(       ) 1
 NK0548  NGVD 29 (07/19/86)  301.1    (m)          988.     (f) VERT ANG       
 NK0548
 NK0548.Superseded values are not recommended for survey control.
 NK0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0548.See file dsdata.txt to determine how the superseded data were derived.
 NK0548
 NK0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7323954785(NAD 83)
 NK0548_MARKER: DS = TRIANGULATION STATION DISK
 NK0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0548_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0548_STAMPING: VAN HORNE 1934
 NK0548_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NK0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0548+STABILITY: SURFACE MOTION
 NK0548
 NK0548  HISTORY     - Date     Condition        Report By
 NK0548  HISTORY     - 1934     MONUMENTED       CGS
 NK0548  HISTORY     - 1970     GOOD             NGS
 NK0548  HISTORY     - 19940511 GOOD             USGS
 NK0548
 NK0548                          STATION DESCRIPTION
 NK0548
 NK0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0548'STATION IS ABOUT 2-1/2 MILES NW OF VAN HORNE, IN THE NE CORNER
 NK0548'OF THE SW 1/4 SEC. 34, T 84 N, R 11 W, ON LAND OWNED BY ERNEST
 NK0548'STEUCK.  THE MARK IS 1 FOOT W OF A N-S FENCE WHICH IS THE
 NK0548'HALF-SECTION OF LINE FENCE, AND THE PROPERTY LINE FENCE BETWEEN
 NK0548'LAND OWNED BY ERNEST STEUCK TO THE W, AND EARL KUCH TO THE E.
 NK0548'16 FEET N OF AN E-W FENCE LINE ON KUCHS LAND.  200 YARDS S OF A
 NK0548'DOUBLE HEDGE TREE WHICH IS 3 FEET S OF THE CENTER OF THE
 NK0548'SECTION, AND PROJECTS 4 INCHES.
 NK0548'
 NK0548'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0548'BRONZE DISKS SET IN CONCRETE.
 NK0548'
 NK0548'REFERENCE MARK NO. 1 IS N OF THE STATION.  1 FOOT W OF THE N-S
 NK0548'FENCE.  210.56 FEET N OF REFERENCE MARK NO. 2, AND PROJECTS 4
 NK0548'INCHES.
 NK0548'
 NK0548'REFERENCE MARK NO. 2 IS S OF THE STATION, 1 FOOT W OF THE N-S
 NK0548'FENCE, AND PROJECTS 4 INCHES.
 NK0548'
 NK0548'THE STATION AND TWO REFERENCE MARKS ARE ALL IN LINE.
 NK0548'
 NK0548'THE AZIMUTH MARK IS WSW OF THE STATION.  IN THE E RIGHT-OF-WAY
 NK0548'FENCE OF A N-S ROAD.  0.85 MILE S OF A CROSSROADS WITH A SCHOOL
 NK0548'IN THE SE ANGLE.  0.15 MILE N OF ANOTHER CROSSROADS.  67 YARDS
 NK0548'S OF AN E-W FENCE AND PROJECTS 4 INCHES.
 NK0548'
 NK0548'TO REACH FROM VAN HORNE, GO N ON A GRAVEL ROAD 3 MILES, TURN
 NK0548'W, GO 1.5 MILES TO STEUCKS HOUSE.  TURN IN HERE, GO THROUGH
 NK0548'BARNYARD, AND FOLLOW THE FARM ROAD DOWN THE LANE AND UP THE HILL
 NK0548'0.5 MILE TO THE CENTER OF THE SECTION.  THENCE S 200 YARDS AT
 NK0548'THE STATION.
 NK0548'
 NK0548'NO SUITABLE OBJECTS VISIBLE FROM THE GROUND.
 NK0548'
 NK0548'ALL LIGHTS CAME INTO VIEW AT 50 FEET.
 NK0548
 NK0548                          STATION RECOVERY (1970)
 NK0548
 NK0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JEK)
 NK0548'STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE FOUND
 NK0548'IN APPARENT GOOD CONDITION AS DESCRIBED.
 NK0548'
 NK0548'DISTANCE TO REFERENCE MARK 1 MISSED 0.31 FT.  TO REFERENCE MARK 2
 NK0548'MISSED 1.26 FT.  DISTANCES ARE APPARENTLY REVERSED IN USC AND GS
 NK0548'NOTES.
 NK0548'
 NK0548'DIRECTION TO REFERENCE MARK 1 MISSED -970.46 IN IN AZIMUTH.
 NK0548'REFERENCE MARK 2 MISSED -1811.39 IN IN AZIMUTH.  AZIMUTH MARK
 NK0548'WAS NOT VISIBLE BECAUSE OF CORN IN LINE
 NK0548'
 NK0548'THE OLD DESCRIPTION IS ADEQUATE.
 NK0548
 NK0548                          STATION RECOVERY (1994)
 NK0548
 NK0548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (KRL)
 NK0548'STATION WAS FOUND IN GOOD CONDITION - RMS WERE NOT INSPECTED - STATION
 NK0548'IS 1 FOOT (0.3 M) WEST OF FENCE ROW ABOUT 1000 S OF FENCE CORNER, 8
 NK0548'INCHES UNDERGROUND.  STATION IS MARKED W/ A SHORT FENCE POST IN FENCE
 NK0548'ROW - REPAINTED IN 94- OWNER KNOWN POSITION - OLD DIRECTIONS ARE OK
 NK0548'EXCEPT THAT STREETS ARE NOW RENAMED - GO NORTH FROM VAN HORNE 3 MILES
 NK0548'(4.8 KM) ON 21ST AVE TO 67 TH ST.  WEST TO LARRY STUECK FARM 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0550 ***********************************************************************
 NK0550  DESIGNATION -  VAN HORNE IMM CON CATH CH
 NK0550  PID         -  NK0550
 NK0550  STATE/COUNTY-  IA/BENTON
 NK0550  USGS QUAD   -  VAN HORNE (1971)
 NK0550
 NK0550                         *CURRENT SURVEY CONTROL
 NK0550  ___________________________________________________________________
 NK0550* NAD 83(1996)-  42 00 38.57148(N)    092 05 27.37216(W)     ADJUSTED  
 NK0550* NAVD 88     -                                                        
 NK0550  ___________________________________________________________________
 NK0550  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 NK0550  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 NK0550
 NK0550  HORZ ORDER  -  THIRD
 NK0550
 NK0550.The horizontal coordinates were established by classical geodetic methods
 NK0550.and adjusted by the National Geodetic Survey in May 1999..
 NK0550
 NK0550
 NK0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0550
 NK0550.The geoid height was determined by GEOID03.
 NK0550
 NK0550;                    North         East     Units Scale Factor Converg.
 NK0550;SPC IA N     - 1,057,701.236 1,616,718.217   MT  1.00001063   +0 57 17.9
 NK0550;UTM  15      - 4,651,365.498   575,274.164   MT  0.99966972   +0 36 30.4
 NK0550
 NK0550                          SUPERSEDED SURVEY CONTROL
 NK0550
 NK0550  NAD 83(1986)-  42 00 38.57209(N)    092 05 27.37348(W) AD(       ) 4
 NK0550  NAD 27      -  42 00 38.58000(N)    092 05 26.71000(W) AD(       ) 3
 NK0550
 NK0550.Superseded values are not recommended for survey control.
 NK0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0550.See file dsdata.txt to determine how the superseded data were derived.
 NK0550
 NK0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7527451365(NAD 83)
 NK0550_MARKER: 90 = CHURCH SPIRE
 NK0550
 NK0550  HISTORY     - Date     Condition        Report By
 NK0550  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0550  HISTORY     - 19980714 GOOD             USPSQD
 NK0550
 NK0550                          STATION DESCRIPTION
 NK0550
 NK0550'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0549 ***********************************************************************
 NK0549  DESIGNATION -  VAN HORNE MUNICIPAL TANK
 NK0549  PID         -  NK0549
 NK0549  STATE/COUNTY-  IA/BENTON
 NK0549  USGS QUAD   -  VAN HORNE (1971)
 NK0549
 NK0549                         *CURRENT SURVEY CONTROL
 NK0549  ___________________________________________________________________
 NK0549* NAD 83(1996)-  42 00 28.82562(N)    092 05 21.05808(W)     ADJUSTED  
 NK0549* NAVD 88     -                                                        
 NK0549  ___________________________________________________________________
 NK0549  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 NK0549  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 NK0549
 NK0549  HORZ ORDER  -  THIRD
 NK0549
 NK0549.The horizontal coordinates were established by classical geodetic methods
 NK0549.and adjusted by the National Geodetic Survey in May 1999..
 NK0549
 NK0549
 NK0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0549
 NK0549.The geoid height was determined by GEOID03.
 NK0549
 NK0549;                    North         East     Units Scale Factor Converg.
 NK0549;SPC IA N     - 1,057,403.001 1,616,868.505   MT  1.00001117   +0 57 22.2
 NK0549;UTM  15      - 4,651,066.462   575,422.594   MT  0.99967000   +0 36 34.5
 NK0549
 NK0549                          SUPERSEDED SURVEY CONTROL
 NK0549
 NK0549  NAD 83(1986)-  42 00 28.82546(N)    092 05 21.05826(W) AD(       ) 4
 NK0549  NAD 27      -  42 00 28.82600(N)    092 05 20.38800(W) AD(       ) 3
 NK0549
 NK0549.Superseded values are not recommended for survey control.
 NK0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0549.See file dsdata.txt to determine how the superseded data were derived.
 NK0549
 NK0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7542351066(NAD 83)
 NK0549_MARKER: 53 = ELEVATED TANK
 NK0549
 NK0549  HISTORY     - Date     Condition        Report By
 NK0549  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0549  HISTORY     - 19950725 GOOD             USPSQD
 NK0549
 NK0549                          STATION DESCRIPTION
 NK0549
 NK0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0549'STATION IS THE CENTER OF THE VAN HORNE MUNICIPAL WATER TANK.
 NK0549'THE TANK IS A TALL STEEL TANK PAINTED ALUMINUM WITH THE NAME VAN
 NK0549'HORNE IN GREEN LETTERS ON THE S FACE.  THE BASE OF THE TANK
 NK0549'IS OVAL AND THE WALL STRAIGHT AND THE TOP CONICAL WITH A BALL
 NK0549'ABOUT 8 INCHES IN DIAMETER AT THE TIP.  THE TANK WAS ERECTED
 NK0549'IN 1924.  IT IS ABOUT 110 FEET HIGH AND IS VERY PROMINENT.
 NK0549'
 NK0549'THE TANK IS ABOUT 60 YARDS N OF THE CENTER LINE OF RAILROAD
 NK0549'STREET (IOWA STATE HIGHWAY 199), ABOUT 50 YARDS E OF THE FIRST
 NK0549'N-S STREET W OF THE TANK, WHICH IS THE FIRST STREET E OF THE
 NK0549'MAIN STREET OF VAN HORNE.
 NK0549
 NK0549                          STATION RECOVERY (1995)
 NK0549
 NK0549'RECOVERY NOTE BY US POWER SQUADRON 1995
 NK0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1168 ***********************************************************************
 OO1168  DESIGNATION -  VENTURA
 OO1168  PID         -  OO1168
 OO1168  STATE/COUNTY-  IA/HANCOCK
 OO1168  USGS QUAD   -  VENTURA HEIGHTS (1972)
 OO1168
 OO1168                         *CURRENT SURVEY CONTROL
 OO1168  ___________________________________________________________________
 OO1168* NAD 83(1996)-  43 07 20.25990(N)    093 29 57.42611(W)     ADJUSTED  
 OO1168* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 OO1168  ___________________________________________________________________
 OO1168  LAPLACE CORR-           9.60  (seconds)                    DEFLEC99
 OO1168  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 OO1168
 OO1168  HORZ ORDER  -  FIRST
 OO1168
 OO1168.The horizontal coordinates were established by classical geodetic methods
 OO1168.and adjusted by the National Geodetic Survey in May 1999..
 OO1168
 OO1168.The orthometric height was scaled from a topographic map.
 OO1168
 OO1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1168
 OO1168.The geoid height was determined by GEOID03.
 OO1168
 OO1168;                    North         East     Units Scale Factor Converg.
 OO1168;SPC IA N     - 1,180,202.975 1,500,058.182   MT  0.99997681   +0 00 01.7
 OO1168;UTM  15      - 4,774,516.495   459,384.869   MT  0.99962029   -0 20 28.7
 OO1168
 OO1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1168!SPC IA N     -   0.99994257  x   0.99997681  =   0.99991938
 OO1168!UTM  15      -   0.99994257  x   0.99962029  =   0.99956288
 OO1168
 OO1168:                Primary Azimuth Mark                     Grid Az
 OO1168:SPC IA N     -  VENTURA W AND W BIRCH ELEVATOR           065 34 36.4
 OO1168:UTM  15      -  VENTURA W AND W BIRCH ELEVATOR           065 55 06.8
 OO1168
 OO1168|---------------------------------------------------------------------|
 OO1168| PID    Reference Object                     Distance      Geod. Az  |
 OO1168|                                                           dddmmss.s |
 OO1168| OO1171 VENTURA W AND W BIRCH ELEVATOR      APPROX. 1.8 KM 0653438.1 |
 OO1168| OO1173 VENTURA FARMERS ELEVATOR            APPROX. 1.8 KM 0655411.1 |
 OO1168| OO1153 MASON CITY AMER SUGAR BEET CHY      APPROX.24.5 KM 0720013.3 |
 OO1168| OO1151 MASON CITY LEHIGH CEM CO CHIM       APPROX.24.1 KM 0744755.2 |
 OO1168| OO1174 CLEAR LAKE FARMERS COOP FLAG        APPROX. 9.9 KM 0802923.1 |
 OO1168| OO1172 CLEAR LAKE STANDPIPE                APPROX. 9.6 KM 0805208.0 |
 OO1168| OO1152 MASON CITY GAS AND LT CO CHIM       APPROX.24.5 KM 0831434.6 |
 OO1168| OO1169 DOUBLE SILO S GABLE NR PATTON       APPROX. 9.5 KM 1052432.7 |
 OO1168| OO1165 PATTON RESET                        APPROX.12.1 KM 1072254.7 |
 OO1168| OO1203 GARNER STANDPIPE                    APPROX. 8.9 KM 2505945.4 |
 OO1168| OO1195 FOREST CITY STANDPIPE               APPROX.19.5 KM 3230310.2 |
 OO1168| OO1192 FOREST CITY CO CTHSE TOWER          APPROX.19.3 KM 3240524.0 |
 OO1168|---------------------------------------------------------------------|
 OO1168
 OO1168                          SUPERSEDED SURVEY CONTROL
 OO1168
 OO1168  NAD 83(1996)-  43 07 20.25982(N)    093 29 57.42604(W) AD(       ) 1
 OO1168  NAD 83(1986)-  43 07 20.25231(N)    093 29 57.41829(W) AD(       ) 1
 OO1168  NAD 27      -  43 07 20.40300(N)    093 29 56.67300(W) AD(       ) 1
 OO1168
 OO1168.Superseded values are not recommended for survey control.
 OO1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1168.See file dsdata.txt to determine how the superseded data were derived.
 OO1168
 OO1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH5938574516(NAD 83)
 OO1168_MARKER: DS = TRIANGULATION STATION DISK
 OO1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1168_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1168+STABILITY: SURFACE MOTION
 OO1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1168+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005
 OO1168
 OO1168  HISTORY     - Date     Condition        Report By
 OO1168  HISTORY     - 1926     MONUMENTED       CGS
 OO1168  HISTORY     - 1933     GOOD             CGS
 OO1168  HISTORY     - 1934     GOOD             IAGS
 OO1168  HISTORY     - 20050907 GOOD             SKW
 OO1168
 OO1168                          STATION DESCRIPTION
 OO1168
 OO1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HWH)
 OO1168'STATION IS ABOUT 1 MILE WEST OF THE TOWN OF VENTURA, IOWA,
 OO1168'AND ABOUT 350 METERS SOUTH OF THE PAVED ROAD RUNNING EAST
 OO1168'AND WEST THROUGH THAT TOWN, IN THE NORTHEAST QUARTER OF SEC.
 OO1168'24, T. 96 N., R. 23 W., IN A CULTIVATED FIELD OF A FARM,
 OO1168'THE ESTATE OF WHICH IS ADMINISTERED BY MR. W.C. KERAUS OF
 OO1168'KLEMME, IOWA.  THE MARK IS ABOUT 300 METERS SOUTH OF THE
 OO1168'FARMHOUSE, AND IS 1 FOOT BELOW SURFACE OF THE GROUND.
 OO1168'
 OO1168'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OO1168'DISKS SET IN CONCRETE.
 OO1168'
 OO1168'REFERENCE MARK NO. 1 IS AT THE FENCE LINE TO THE WESTWARD
 OO1168'OF THE STATION, AND PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE
 OO1168'OF THE GROUND.
 OO1168'
 OO1168'REFERENCE MARK NO. 2 IS AT THE FENCE CORNER SOUTHWEST OF
 OO1168'THE HOUSE AND BARN, AND PROJECTS ABOUT 4 INCHES ABOVE THE
 OO1168'SURFACE OF THE GROUND.
 OO1168'
 OO1168'HEIGHT OF SIGNAL ABOVE STATION MARK - 29 METERS.
 OO1168
 OO1168                          STATION RECOVERY (1933)
 OO1168
 OO1168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WH)
 OO1168'PRESENT CONDITION OF THE MARK IS GOOD.
 OO1168'
 OO1168'REFERENCE MARK NO. 1 IS 207 FEET (ABOUT 63.1 METERS) WEST
 OO1168'OF THE FENCE LINE TO THE WESTWARD OF THE STATION, ETC.
 OO1168'
 OO1168'ALL OTHER DESCRIPTIONS CORRECT.
 OO1168
 OO1168                          STATION RECOVERY (1934)
 OO1168
 OO1168'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 OO1168'ALL MARKS ARE IN GOOD CONDITION.
 OO1168'
 OO1168'REFERENCE MARK NO. 1 IS 208 FEET WEST OF A FENCE LINE WHICH
 OO1168'IS 126 FEET WEST OF THE STATION MARK.  AT THE NORTH END OF
 OO1168'THIS FENCE WILL BE FOUND REFERENCE MARK NO. 2.  THERE IS NO
 OO1168'LONGER ANY FENCE LINE NEAR REFERENCE MARK NO. 1.
 OO1168
 OO1168                          STATION RECOVERY (2005)
 OO1168
 OO1168'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2005 (CMC)
 OO1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1201 ***********************************************************************
 OO1201  DESIGNATION -  VENTURA NORTHERN NAT GAS MAST
 OO1201  PID         -  OO1201
 OO1201  STATE/COUNTY-  IA/HANCOCK
 OO1201  USGS QUAD   -  MILLER (1972)
 OO1201
 OO1201                         *CURRENT SURVEY CONTROL
 OO1201  ___________________________________________________________________
 OO1201* NAD 83(1996)-  43 09 17.30289(N)    093 30 22.81975(W)     ADJUSTED  
 OO1201* NAVD 88     -       472.     (meters)    1549.     (feet)  VERTCON   
 OO1201  ___________________________________________________________________
 OO1201  LAPLACE CORR-           9.17  (seconds)                    DEFLEC99
 OO1201  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 OO1201
 OO1201  HORZ ORDER  -  THIRD
 OO1201
 OO1201.The horizontal coordinates were established by classical geodetic methods
 OO1201.and adjusted by the National Geodetic Survey in May 1999..
 OO1201
 OO1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1201
 OO1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1201
 OO1201.The geoid height was determined by GEOID03.
 OO1201
 OO1201;                    North         East     Units Scale Factor Converg.
 OO1201;SPC IA N     - 1,183,814.847 1,499,484.436   MT  0.99998148   -0 00 15.5
 OO1201;UTM  15      - 4,778,130.430   458,832.884   MT  0.99962085   -0 20 46.8
 OO1201
 OO1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1201!SPC IA N     -   0.99993052  x   0.99998148  =   0.99991200
 OO1201!UTM  15      -   0.99993052  x   0.99962085  =   0.99955139
 OO1201
 OO1201                          SUPERSEDED SURVEY CONTROL
 OO1201
 OO1201  NAD 83(1996)-  43 09 17.30290(N)    093 30 22.81976(W) AD(       ) 4
 OO1201  NAD 83(1986)-  43 09 17.29433(N)    093 30 22.81210(W) AD(       ) 4
 OO1201  NAD 27      -  43 09 17.45997(N)    093 30 22.06086(W) AD(       ) 3
 OO1201  NGVD 29 (07/19/86)  472.     (m)         1549.     (f) VERT ANG       
 OO1201
 OO1201.Superseded values are not recommended for survey control.
 OO1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1201.See file dsdata.txt to determine how the superseded data were derived.
 OO1201
 OO1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH5883378130(NAD 83)
 OO1201
 OO1201  HISTORY     - Date     Condition        Report By
 OO1201  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1201
 OO1201                          STATION DESCRIPTION
 OO1201
 OO1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1201'THE VENTURA NORTHERN NATURAL GAS COMPANY KAC 964 MAST IS
 OO1201'LOCATED 3 MILES NORTHWEST OF VENTURA, 0.5 MILE WEST OF THE
 OO1201'CERRO GORDO COUNTY LINE AND 2 MILES NORTH OF U.S. HIGHWAY 18.
 OO1201'
 OO1201'TO REACH THE MAST FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 OO1201'CERRO GORDO COUNTY ROUTE A IN VENTURA, GO NORTH ON ROUTE A
 OO1201'FOR 1.7 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A
 OO1201'PAVED ROAD FOR 1.4 MILES TO A DRIVEWAY ON THE LEFT AND THE
 OO1201'MAST AS DESCRIBED.
 OO1201'
 OO1201'THE MAST IS PAINTED RED AND WHITE, GUYED, 3-LEGGED SINGLE
 OO1201'COLUMN, 300 FEET HIGH WITH A RED LIGHT AT THE APEX.  THERE
 OO1201'IS A 16 FOOT WHIP ANTENNA MOUNTED ON TOP OF THE MAST.
 OO1201'
 OO1201'THE POINT INTERSECTED WAS THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1202 ***********************************************************************
 OO1202  DESIGNATION -  VENTURA ST JOHNS LUTH CH SPIRE
 OO1202  PID         -  OO1202
 OO1202  STATE/COUNTY-  IA/HANCOCK
 OO1202  USGS QUAD   -  MILLER (1972)
 OO1202
 OO1202                         *CURRENT SURVEY CONTROL
 OO1202  ___________________________________________________________________
 OO1202* NAD 83(1996)-  43 09 45.56984(N)    093 31 27.32735(W)     ADJUSTED  
 OO1202* NAVD 88     -       400.     (meters)    1312.     (feet)  VERTCON   
 OO1202  ___________________________________________________________________
 OO1202  LAPLACE CORR-           8.18  (seconds)                    DEFLEC99
 OO1202  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 OO1202
 OO1202  HORZ ORDER  -  THIRD
 OO1202
 OO1202.The horizontal coordinates were established by classical geodetic methods
 OO1202.and adjusted by the National Geodetic Survey in May 1999..
 OO1202
 OO1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1202
 OO1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1202
 OO1202.The geoid height was determined by GEOID03.
 OO1202
 OO1202;                    North         East     Units Scale Factor Converg.
 OO1202;SPC IA N     - 1,184,687.412 1,498,027.272   MT  0.99998265   -0 00 59.2
 OO1202;UTM  15      - 4,779,011.362   457,381.479   MT  0.99962234   -0 21 31.1
 OO1202
 OO1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1202!SPC IA N     -   0.99994182  x   0.99998265  =   0.99992447
 OO1202!UTM  15      -   0.99994182  x   0.99962234  =   0.99956418
 OO1202
 OO1202                          SUPERSEDED SURVEY CONTROL
 OO1202
 OO1202  NAD 83(1996)-  43 09 45.56986(N)    093 31 27.32735(W) AD(       ) 4
 OO1202  NAD 83(1986)-  43 09 45.56148(N)    093 31 27.32009(W) AD(       ) 4
 OO1202  NAD 27      -  43 09 45.73569(N)    093 31 26.57133(W) AD(       ) 3
 OO1202  NGVD 29 (07/19/86)  400.     (m)         1312.     (f) VERT ANG       
 OO1202
 OO1202.Superseded values are not recommended for survey control.
 OO1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1202.See file dsdata.txt to determine how the superseded data were derived.
 OO1202
 OO1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH5738179011(NAD 83)
 OO1202_MARKER: 90 = CHURCH SPIRE
 OO1202
 OO1202  HISTORY     - Date     Condition        Report By
 OO1202  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1202
 OO1202                          STATION DESCRIPTION
 OO1202
 OO1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1202'THE VENTURA SAINT JOHNS EVANGELICAL LUTHERAN CHURCH SPIRE IS
 OO1202'LOCATED 3.2 MILES WEST-NORTHWEST OF VENTURA, 1 MILE NORTH
 OO1202'OF U.S. HIGHWAY 18, IN THE SOUTHEAST ANGLE OF THE JUNCTION
 OO1202'OF COUNTY ROUTES R 70 AND B 30.
 OO1202'
 OO1202'TO REACH THE CHURCH FROM THE JUNCTION OF HIGHWAY 18 AND CERRO
 OO1202'GORDO COUNTY ROUTE A IN VENTURA, GO WEST ON HIGHWAY 18 FOR
 OO1202'2.0 MILES TO A ROAD RIGHT.  TURN RIGHT AND GO NORTH ON ROUTE
 OO1202'R 70 FOR 1.0 MILE TO THE CHURCH AS DESCRIBED.
 OO1202'
 OO1202'THE SPIRE IS MOUNTED ON TOP OF A WOOD FRAME BUILDING, IN THE
 OO1202'SHAPE OF AN INVERTED CONE, WITH A 3 FOOT CROSS AT THE APEX.
 OO1202'IT IS PAINTED WHITE AND IS ABOUT 60 FEET HIGH.
 OO1202'
 OO1202'THE POINT INTERSECTED WAS THE CENTER OF THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0844 ***********************************************************************
 ON0844  DESIGNATION -  VESTRE PAINT CREEK CH SPIRE
 ON0844  PID         -  ON0844
 ON0844  STATE/COUNTY-  IA/ALLAMAKEE
 ON0844  USGS QUAD   -  CHURCH (1976)
 ON0844
 ON0844                         *CURRENT SURVEY CONTROL
 ON0844  ___________________________________________________________________
 ON0844* NAD 83(1996)-  43 15 16.85751(N)    091 21 34.72946(W)     ADJUSTED  
 ON0844* NAVD 88     -                                                        
 ON0844  ___________________________________________________________________
 ON0844  LAPLACE CORR-          -7.12  (seconds)                    DEFLEC99
 ON0844  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 ON0844
 ON0844  HORZ ORDER  -  THIRD
 ON0844
 ON0844.The horizontal coordinates were established by classical geodetic methods
 ON0844.and adjusted by the National Geodetic Survey in May 1999..
 ON0844
 ON0844
 ON0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0844
 ON0844.The geoid height was determined by GEOID03.
 ON0844
 ON0844;                    North         East     Units Scale Factor Converg.
 ON0844;SPC IA N     - 1,197,110.696 1,673,784.946   MT  0.99999783   +1 27 02.2
 ON0844;UTM  15      - 4,790,403.769   633,150.060   MT  0.99981809   +1 07 27.1
 ON0844
 ON0844                          SUPERSEDED SURVEY CONTROL
 ON0844
 ON0844  NAD 83(1996)-  43 15 16.85750(N)    091 21 34.72941(W) AD(       ) 4
 ON0844  NAD 83(1996)-  43 15 16.84935(N)    091 21 34.73167(W) AD(       ) 4
 ON0844  NAD 83(1986)-  43 15 16.84835(N)    091 21 34.73083(W) AD(       ) 4
 ON0844  NAD 27      -  43 15 16.92500(N)    091 21 34.23600(W) AD(       ) 3
 ON0844
 ON0844.Superseded values are not recommended for survey control.
 ON0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0844.See file dsdata.txt to determine how the superseded data were derived.
 ON0844
 ON0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH3315090404(NAD 83)
 ON0844_MARKER: 90 = CHURCH SPIRE
 ON0844
 ON0844  HISTORY     - Date     Condition        Report By
 ON0844  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0844
 ON0844                          STATION DESCRIPTION
 ON0844
 ON0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0844'THE STATION IS THE CROSS AT THE TOP OF A LIGHT COLORED SPIRE ON THE
 ON0844'SOUTH EDGE OF A CONCRETE BLOCK BUILDING.  THE OVERALL HEIGHT OF
 ON0844'THE STRUCTURE IS ABOUT 70 FEET.
 ON0844'
 ON0844'THE CHURCH IS LOCATED ABOUT 4 MILES EAST OF WAUKON.
 ON0844'
 ON0844'TO REACH THE CHURCH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND
 ON0844'13 IN THE CENTER OF WAUKON, GO EAST ON EAST MAIN STREET FOR 4.4
 ON0844'MILES TO A SIDE ROAD RIGHT AND THE WEST PAINT CREEK LUTHERAN
 ON0844'CHURCH ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD
 ON0844'FOR 0.45 MILE TO A SIDE ROAD RIGHT AND THE CHURCH ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0472 ***********************************************************************
 MH0472  DESIGNATION -  VICTOR
 MH0472  PID         -  MH0472
 MH0472  STATE/COUNTY-  IA/POWESHIEK
 MH0472  USGS QUAD   -  VICTOR (1968)
 MH0472
 MH0472                         *CURRENT SURVEY CONTROL
 MH0472  ___________________________________________________________________
 MH0472* NAD 83(1996)-  41 42 47.60160(N)    092 19 20.43975(W)     ADJUSTED  
 MH0472* NAVD 88     -       287.3    (meters)     943.     (feet)  VERTCON   
 MH0472  ___________________________________________________________________
 MH0472  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 MH0472  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 MH0472
 MH0472  HORZ ORDER  -  FIRST
 MH0472
 MH0472.The horizontal coordinates were established by classical geodetic methods
 MH0472.and adjusted by the National Geodetic Survey in May 1999..
 MH0472
 MH0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0472
 MH0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0472
 MH0472.The geoid height was determined by GEOID03.
 MH0472
 MH0472;                    North         East     Units Scale Factor Converg.
 MH0472;SPC IA S     -   190,919.396   598,002.382   MT  0.99998830   +0 46 32.6
 MH0472;SPC IA N     - 1,024,367.135 1,598,011.478   MT  1.00008290   +0 47 53.3
 MH0472;UTM  15      - 4,618,158.296   556,373.259   MT  0.99963911   +0 27 03.3
 MH0472
 MH0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0472!SPC IA S     -   0.99995996  x   0.99998830  =   0.99994826
 MH0472!SPC IA N     -   0.99995996  x   1.00008290  =   1.00004286
 MH0472!UTM  15      -   0.99995996  x   0.99963911  =   0.99959909
 MH0472
 MH0472:                Primary Azimuth Mark                     Grid Az
 MH0472:SPC IA S     -  AIR BCN 3 MI NE OF CANFORTH              019 19 12.5
 MH0472:SPC IA N     -  AIR BCN 3 MI NE OF CANFORTH              019 17 51.8
 MH0472:UTM  15      -  AIR BCN 3 MI NE OF CANFORTH              019 38 41.8
 MH0472
 MH0472|---------------------------------------------------------------------|
 MH0472| PID    Reference Object                     Distance      Geod. Az  |
 MH0472|                                                           dddmmss.s |
 MH0472| MH0486 AIR BCN 3 MI NE OF CANFORTH         APPROX. 5.5 KM 0200545.1 |
 MH0472| CK6910 VICTOR RM 1 AZIMUTH                                04709     |
 MH0472| MH0473 VICTOR RM 1 RESET                   335.110 METERS 04709     |
 MH0472| MH0471 VICTOR MUNICIPAL TANK               APPROX. 3.2 KM 0535229.0 |
 MH0472| MH0460 LADORA MUNICIPAL TANK               APPROX.12.7 KM 0665313.0 |
 MH0472| MH0458 MARENGO MUNICIPAL TANK              APPROX.23.1 KM 0672230.6 |
 MH0472| MH0461 LADORA GRAIN ELEV NW CORNER         APPROX.12.5 KM 0675725.0 |
 MH0472| MH0459 AIR BEACON 1 MI W OF MARENGO        APPROX.21.2 KM 0684730.9 |
 MH0472| MH0582 MONTEZUMA MUNICIPAL TANK            APPROX.21.8 KM 2294246.1 |
 MH0472| MH0580 MALCOLM MUNICIPAL TANK              APPROX.19.5 KM 2681206.8 |
 MH0472| MH0585 GRINNEL AIR BEACON                  APPROX.30.5 KM 2734703.7 |
 MH0472| MH0579 AIR BEACON 4 MI W OF BROOKLYN       APPROX.15.6 KM 2785621.7 |
 MH0472| MH0476 BROOKLYN HIGH SCHOOL STEEPLE        APPROX.10.1 KM 2823848.2 |
 MH0472| MH0477 BROOKLYN MUNICIPAL TANK             APPROX.10.4 KM 2825737.6 |
 MH0472| MH0475 VICTOR RM 2                         163.143 METERS 29511     |
 MH0472| MH0474 VICTOR PT A                          17.684 METERS 33054     |
 MH0472|---------------------------------------------------------------------|
 MH0472
 MH0472                          SUPERSEDED SURVEY CONTROL
 MH0472
 MH0472  NAD 83(1986)-  41 42 47.60852(N)    092 19 20.44672(W) AD(       ) 1
 MH0472  NAD 27      -  41 42 47.60500(N)    092 19 19.79200(W) AD(       ) 1
 MH0472  NGVD 29 (07/19/86)  287.3    (m)          943.     (f) VERT ANG       
 MH0472
 MH0472.Superseded values are not recommended for survey control.
 MH0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0472.See file dsdata.txt to determine how the superseded data were derived.
 MH0472
 MH0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5637318158(NAD 83)
 MH0472_MARKER: DS = TRIANGULATION STATION DISK
 MH0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0472
 MH0472  HISTORY     - Date     Condition        Report By
 MH0472  HISTORY     - 1930     MONUMENTED       CGS
 MH0472  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MH0472  HISTORY     - 1970     GOOD             USGS
 MH0472  HISTORY     - 1975     SEE DESCRIPTION  NGS
 MH0472
 MH0472                          STATION DESCRIPTION
 MH0472
 MH0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0472'STATION IS ABOUT 1-1/4 MILES W AND 1-1/4 MILES S OF VICTOR,
 MH0472'IN THE NE 1/4 SEC. 26, T 80 N, R 13 W, ON THE HIGHEST POINT
 MH0472'OF A SHORT E AND W RIDGE, IN PASTURE LAND OWNED BY MRS. TRACY
 MH0472'MANNOTT AND CULTIVATED BY C.E. TUTTLE, AND IS ABOUT 1500 FEET
 MH0472'SW OF THE SECTION-LINE ROAD CORNERS, AND ABOUT 700 FEET SE
 MH0472'OF THE HOUSE OF MR. MORGAN.  THE MARK IS ABOUT 1000 FEET S OF
 MH0472'THE SECTION-LINE ROAD, 380 FEET S OF A FENCE, 128 FEET W OF
 MH0472'A FENCE, AND IS DEPRESSED 10 INCHES.
 MH0472'
 MH0472'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MH0472'DISKS SET IN CONCRETE.
 MH0472'
 MH0472'REFERENCE MARK NO. 1, 8 INCHES ABOVE THE SURFACE, IS IN THE
 MH0472'EXTREME NE CORNER OF THE 1/4 SECTION IN WHICH THE STATION IS
 MH0472'LOCATED, 15.1 METERS SW OF THE INTERSECTION OF THE CENTER LINES OF
 MH0472'THE SECTION-LINE ROADS, AND 1.4 METERS SW OF THE FENCE
 MH0472'CORNER.  REFERENCE MARK NO. 2, 6 INCHES ABOVE THE SURFACE,
 MH0472'IS IN THE SE CORNER OF MR. MORGANS ORCHARD, 1.55 METERS SW
 MH0472'OF THE FENCE CORNER.
 MH0472'
 MH0472'TO REACH FROM VICTOR, WHICH IS A TOWN ON HIGHWAY 32, GO W ABOUT
 MH0472'1-1/4 MILES TO A SECTION-LINE ROAD.  PROCEED S ABOUT 1 MILE
 MH0472'TO A CORNER.  THE STATION IS 1500 FEET SW OF HERE.
 MH0472'
 MH0472'HEIGHT OF SIGNAL ABOVE STATION - MARK - 35 METERS.
 MH0472
 MH0472                          STATION RECOVERY (1969)
 MH0472
 MH0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MH0472'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 MH0472'GOOD CONDITION.  IT IS EVIDENT THAT REFERENCE MARK 1 HAS BEEN
 MH0472'LOWERED IN POSITION BY SOMEONE.  DUE TO CHANGES IN THE AREA
 MH0472'AND MEASUREMENTS TO REFERENCE MARKS 1 AND 2, A COMPLETE NEW
 MH0472'DESCRIPTION FOLLOWS.
 MH0472'
 MH0472'THE STATION IS ABOUT 6-1/4 MILES EAST-SOUTHEAST OF BROOKLYN,
 MH0472'2 MILES SOUTHWEST OF VICTOR, 1 MILE NORTH OF INTERSTATE 80, AND
 MH0472'ON THE HIGHEST POINT OF A SMALL EAST-WEST RIDGE IN A CULTIVATED
 MH0472'FIELD.  IT IS ON PROPERTY OWNED BY MR. HAROLD BEATHKE.
 MH0472'
 MH0472'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON AND
 MH0472'3RD STREET ONE BLOCK SOUTH OF THE POST OFFICE IN VICTOR, GO
 MH0472'WEST ON PAVED ROAD FOR 1.1 MILES TO A CROSSROAD.  TURN LEFT AND
 MH0472'GO SOUTH ON GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD AND
 MH0472'REFERENCE MARK 1 IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 MH0472'TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 0.3 MILE TO A BARN
 MH0472'YARD AND METAL GATE ON THE LEFT.  TURN LEFT PASSING THROUGH
 MH0472'THE METAL GATE AND GO SOUTH ACROSS THE BARN YARD TO THE
 MH0472'SOUTHWEST CORNER AND A GATE.  PASS THROUGH THE GATE AND GO
 MH0472'EAST AND SOUTH KEEPING TO THE RIGHT OF THE FENCE FOR 0.1 MILE
 MH0472'TO THE SOUTHEAST CORNER, A GATE, AND REFERENCE MARK 2.  THE
 MH0472'STATION IS 535 FEET EAST OF THIS POINT AND ON THE HIGHEST
 MH0472'POINT OF THE RIDGE.
 MH0472'
 MH0472'THE STATION IS A STANDARD DISK STAMPED VICTOR 1930, SET IN THE
 MH0472'TOP OF AN IRREGULAR MASS OF CONCRETE AND 14 INCHES BELOW THE SURFACE
 MH0472'OF THE GROUND.
 MH0472'
 MH0472'REFERENCE MARK 1 IS A STANDARD DISK STAMPED VICTOR NO 1 1930, SET
 MH0472'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND IS 6 INCHES
 MH0472'ABOVE THE GROUND SURFACE.  IT IS 38 FEET WEST OF THE CENTER OF A
 MH0472'GRAVELED ROAD, 38 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 MH0472'AND 27 FEET NORTH OF A POWER POLE.
 MH0472'
 MH0472'REFERENCE MARK 2 IS A STANDARD DISK STAMPED VICTOR NO 2 1930,
 MH0472'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND PROJECTS
 MH0472'14 INCHES ABOVE THE GROUND SURFACE.  IT IS 13 FEET NORTH OF A
 MH0472'FENCE CORNER AND 2.4 FEET WEST OF THE NORTH GATE POST.
 MH0472'
 MH0472'NOTE--DUE TO REFERENCE MARK 1 BEING 0.2 MILE FROM THE STATION,
 MH0472'NO AZIMUTH MARK WAS ESTABLISHED.  DIRECTIONS TO THE REFERENCE
 MH0472'MARKS COMPARED FAVORABLE WITH 1930 OBSERVATIONS.  NO DISTANCES
 MH0472'TO THE REFERENCE MARKS WAS AVAILABLE.
 MH0472'
 MH0472'ABOVE GEODIMETER DISTANCES TO THE REFERENCE MARKS WAS REDUCED
 MH0472'TO SEA LEVEL.
 MH0472'
 MH0472'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MH0472'2 MILES SOUTHWEST OF VICTOR.
 MH0472
 MH0472                          STATION RECOVERY (1970)
 MH0472
 MH0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JSA)
 MH0472'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 MH0472'FOUND IN GOOD CONDITION AS DESCRIBED.
 MH0472'
 MH0472'NO DISTANCE WAS MEASURED TO THE REFERENCE MARKS.
 MH0472'
 MH0472'DIRECTION TO REFERENCE MARK NO. 1 MISSED -2.72 SECONDS, REFERENCE
 MH0472'MARK NO. 2 MISSED -5.65 SECONDS, TO VICTOR M.W.T. MISSED -7.40
 MH0472'SECONDS.
 MH0472'
 MH0472'THE OLD DESCRIPTION IS ADEQUATE.
 MH0472
 MH0472                          STATION RECOVERY (1975)
 MH0472
 MH0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MH0472'REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN FAIR CONDITION.
 MH0472'THE STATION MARKS WERE DESTROYED WHEN PART OF THE HILL WAS REMOVED
 MH0472'FOR FILL DIRT.  MR. HAROLD BAETHKE THE PROPERTY OWNER STATED THE AREA
 MH0472'WILL BE BLADED DOWN AND PUT BACK UNDER CULTIVATION AFTER THE
 MH0472'CONTRACTOR HAS ALL THE FILL DIRT THAT HE NEEDS AND THEN THE
 MH0472'STATION MARK CAN BE RESET.  THE SURFACE MARK WAS LYING IN THE
 MH0472'BOTTOM OF THE PIT AND THE UNDERGROUND MARK WAS RECOVERED FROM MR.
 MH0472'BAETHKES GARAGE.
 MH0472'
 MH0472'ANOTHER ATTEMPT TO RESET THIS STATION WILL BE MADE AT A LATER DATE.
 MH0472'
 MH0472'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/4 MILES
 MH0472'WEST AND 1-1/4 MILES SOUTH OF VICTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1657 ***********************************************************************
 NM1657  DESIGNATION -  VIEW
 NM1657  PID         -  NM1657
 NM1657  STATE/COUNTY-  IA/WOODBURY
 NM1657  USGS QUAD   -  CLIMBING HILL (1964)
 NM1657
 NM1657                         *CURRENT SURVEY CONTROL
 NM1657  ___________________________________________________________________
 NM1657* NAD 83(1996)-  42 20 47.29191(N)    096 00 01.71002(W)     ADJUSTED  
 NM1657* NAVD 88     -       411.55   (+/-2cm)    1350.2    (feet)  VERTCON   
 NM1657  ___________________________________________________________________
 NM1657  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 NM1657  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 NM1657
 NM1657  HORZ ORDER  -  SECOND
 NM1657  VERT ORDER  -  THIRD ? (See Below)
 NM1657
 NM1657.The horizontal coordinates were established by classical geodetic methods
 NM1657.and adjusted by the National Geodetic Survey in May 1999..
 NM1657
 NM1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1657.The vertical order pertains to the NGVD 29 superseded value.
 NM1657
 NM1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1657
 NM1657.The geoid height was determined by GEOID03.
 NM1657
 NM1657;                    North         East     Units Scale Factor Converg.
 NM1657;SPC IA N     - 1,097,069.265 1,293,999.411   MT  0.99996099   -1 41 40.9
 NM1657;UTM  14      - 4,692,604.108   747,072.047   MT  1.00035115   +2 01 17.5
 NM1657;UTM  15      - 4,692,606.871   252,849.693   MT  1.00035163   -2 01 19.8
 NM1657
 NM1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1657!SPC IA N     -   0.99993968  x   0.99996099  =   0.99990067
 NM1657!UTM  14      -   0.99993968  x   1.00035115  =   1.00029081
 NM1657!UTM  15      -   0.99993968  x   1.00035163  =   1.00029129
 NM1657
 NM1657|---------------------------------------------------------------------|
 NM1657| PID    Reference Object                     Distance      Geod. Az  |
 NM1657|                                                           dddmmss.s |
 NM1657| CO4766 VIEW RM 1                            19.092 METERS 00123     |
 NM1657| CO4765 VIEW AZ MK                                         1400217.7 |
 NM1657| CO4767 VIEW RM 2                            22.305 METERS 17856     |
 NM1657|---------------------------------------------------------------------|
 NM1657
 NM1657                          SUPERSEDED SURVEY CONTROL
 NM1657
 NM1657  NAD 83(1996)-  42 20 47.29203(N)    096 00 01.71018(W) AD(       ) 2
 NM1657  NAD 83(1996)-  42 20 47.29175(N)    096 00 01.70988(W) AD(       ) 2
 NM1657  NAD 83(1996)-  42 20 47.29173(N)    096 00 01.70990(W) AD(       ) 2
 NM1657  NAD 83(1986)-  42 20 47.29317(N)    096 00 01.70908(W) AD(       ) 2
 NM1657  NAD 27      -  42 20 47.32000(N)    096 00 00.65200(W) AD(       ) 2
 NM1657  NGVD 29 (07/19/86)  411.40   (m)         1349.7    (f) LEVELING    3  
 NM1657
 NM1657.Superseded values are not recommended for survey control.
 NM1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1657.See file dsdata.txt to determine how the superseded data were derived.
 NM1657
 NM1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM4707292604(NAD 83)
 NM1657_MARKER: DS = TRIANGULATION STATION DISK
 NM1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1657
 NM1657  HISTORY     - Date     Condition        Report By
 NM1657  HISTORY     - 1950     MONUMENTED       CGS
 NM1657  HISTORY     - 20060828 MARK NOT FOUND   GEOCAC
 NM1657
 NM1657                          STATION DESCRIPTION
 NM1657
 NM1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM1657'THE STATION IS LOCATED ABOUT 4 MILES EAST AND 1/4 MILE NORTH
 NM1657'OF CLIMBING HILL AND 4-1/2 MILES WEST AND 8 MILES NORTH OF
 NM1657'SMITHLAND.  IT IS 71 FEET WEST NORTHWEST OF A POWERLINE POLE
 NM1657'WITH A TRIANGLE BLAZE, 36 FEET WEST OF THE CENTERLINE OF A
 NM1657'ROAD AND 2.5 FEET WEST OF A RIGHT-OF-WAY FENCELINE.  THE MARK
 NM1657'IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED VIEW 1950.
 NM1657'
 NM1657'REFERENCE MARK NO. 1 IS 35 FEET WEST OF THE CENTERLINE OF A
 NM1657'ROAD AND 1 FOOT WEST OF A RIGHT-OF-WAY FENCELINE.  THE MARK
 NM1657'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED VIEW NO 1 1950.
 NM1657'
 NM1657'REFERENCE MARK NO. 2 IS 34 FEET WEST OF THE CENTERLINE OF A
 NM1657'ROAD AND 2 FEET WEST OF A RIGHT-OF-WAY FENCELINE.  THE MARK
 NM1657'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED VIEW NO 2 1950.
 NM1657'
 NM1657'AZIMUTH MARK IS LOCATED ON TOP OF A 10 FOOT CUT BANK, 34 FEET
 NM1657'NORTH OF THE CENTERLINE OF A ROAD, 10 FEET WEST OF A POWERLINE
 NM1657'POLE AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS
 NM1657'ABOUT 2 INCHES AND THE DISK IS STAMPED VIEW 1950.
 NM1657'
 NM1657'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 31 AND
 NM1657'141 IN SMITHLAND, GO WEST NORTHWEST ON HIGHWAY 141 FOR 4.85
 NM1657'MILES TO A T-ROAD RIGHT.  TURN RIGHT (NORTH) FOR 6 MILES TO
 NM1657'STATION ON LEFT AS DESCRIBED.
 NM1657'
 NM1657'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.3
 NM1657'MILE TO A CROSSROADS.  TURN LEFT (EAST) FOR 0.25 MILE TO MARK
 NM1657'ON LEFT AS DESCRIBED.
 NM1657'
 NM1657'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1657
 NM1657                          STATION RECOVERY (2006)
 NM1657
 NM1657'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NM1657'MARK HAS BEEN RESET WITHOUT UPDATE TO DATA SHEET.  SEARCH OF NGS DATA
 NM1657'BASE FOUND NO NEARBY RESET PID.
 NM1657' 
 NM1657'STATION DISK FOUND WEST OF JASPER AVE, WITHIN HANDHELD GPS ACCURACY OF
 NM1657'COORDINATES, 8 INCHES BELOW SURFACE, STAMPED 1350 VIEW 1950 RS 1962.
 NM1657'SKY VISIBILITY GOOD.
 NM1657' 
 NM1657'RM1 FOUND 7.2 FT SOUTHERLY OF WITNESS SIGN WIRED TO WOODEN FENCE POST,
 NM1657'APPROXIMATELY 63 FT NORTH OF STATION, 1 INCH UNDER SURFACE IN A ROUND
 NM1657'CONCRETE POST AND STAMPED VIEW 1350 NO 1 1950 RS 1962.
 NM1657' 
 NM1657'RM 2 NOT FOUND IN BRIEF SEARCH AMID OLD FENCE WIRE. AZ NOT SEARCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0880 ***********************************************************************
 NL0880  DESIGNATION -  VIKTORA
 NL0880  PID         -  NL0880
 NL0880  STATE/COUNTY-  IA/POCAHONTAS
 NL0880  USGS QUAD   -  FONDA NE (1979)
 NL0880
 NL0880                         *CURRENT SURVEY CONTROL
 NL0880  ___________________________________________________________________
 NL0880* NAD 83(1996)-  42 44 01.02169(N)    094 49 13.12628(W)     ADJUSTED  
 NL0880* NAVD 88     -       389.     (meters)    1276.     (feet)  SCALED    
 NL0880  ___________________________________________________________________
 NL0880  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 NL0880  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 NL0880
 NL0880  HORZ ORDER  -  FIRST
 NL0880
 NL0880.The horizontal coordinates were established by classical geodetic methods
 NL0880.and adjusted by the National Geodetic Survey in May 1999..
 NL0880
 NL0880.The orthometric height was scaled from a topographic map.
 NL0880
 NL0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0880
 NL0880.The geoid height was determined by GEOID03.
 NL0880
 NL0880;                    North         East     Units Scale Factor Converg.
 NL0880;SPC IA N     - 1,137,870.393 1,391,886.733   MT  0.99994603   -0 53 41.4
 NL0880;UTM  15      - 4,732,840.691   350,987.937   MT  0.99987318   -1 14 07.7
 NL0880
 NL0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0880!SPC IA N     -   0.99994351  x   0.99994603  =   0.99988954
 NL0880!UTM  15      -   0.99994351  x   0.99987318  =   0.99981670
 NL0880
 NL0880|---------------------------------------------------------------------|
 NL0880| PID    Reference Object                     Distance      Geod. Az  |
 NL0880|                                                           dddmmss.s |
 NL0880| CI7272 VIKTORA RM 1                         31.024 METERS 02521     |
 NL0880| NL0862 MALLARD MUNICIPAL TANK              APPROX.25.1 KM 0254201.1 |
 NL0880| NL0861 HAVELOCK MUNICIPAL TANK             APPROX.14.6 KM 0405939.9 |
 NL0880| NL0859 PLOVER MUNICIPAL TANK               APPROX.22.8 KM 0444941.4 |
 NL0880| NL0860 ROLFE MUNICIPAL TANK                APPROX.25.6 KM 0693808.4 |
 NL0880| NL0878 POCAHONTAS MUNICIPAL TANK           APPROX.12.4 KM 0895404.1 |
 NL0880| NL0879 POCAHONTAS SAC HEART CATH CH        APPROX.12.1 KM 0903317.4 |
 NL0880| NL0743 GILMORE CITY MUNICIPAL TANK         APPROX.30.8 KM 0903956.5 |
 NL0880| CI7271 VIKTORA AZ MK                                      0993604.7 |
 NL0880| NL0868 PALMER MUNICIPAL TANK               APPROX.21.4 KM 1221011.7 |
 NL0880| NL0848 LYTTON MUNICIPAL TANK               APPROX.34.6 KM 1851755.6 |
 NL0880| NL0882 FONDA OUR LADY GOOD COUNSEL CH      APPROX.16.6 KM 1872525.7 |
 NL0880| NL0557 NEWELL MUNICIPAL TANK               APPROX.20.6 KM 2261515.9 |
 NL0880| NL0896 ALBERT CITY MUNICIPAL TANK          APPROX.11.9 KM 2962528.6 |
 NL0880| NL0897 MARATHON MUNICIPAL TANK             APPROX.19.5 KM 3164723.6 |
 NL0880| CI7273 VIKTORA RM 2                         29.770 METERS 32712     |
 NL0880| NL0894 LAURENS STEEL MUNICIPAL TANK        APPROX.13.1 KM 3485607.2 |
 NL0880| NL0895 LAURENS WOOD MUNICIPAL TANK         APPROX.13.1 KM 3485737.8 |
 NL0880|---------------------------------------------------------------------|
 NL0880
 NL0880                          SUPERSEDED SURVEY CONTROL
 NL0880
 NL0880  NAD 83(1996)-  42 44 01.02163(N)    094 49 13.12625(W) AD(       ) 1
 NL0880  NAD 83(1986)-  42 44 01.01623(N)    094 49 13.12129(W) AD(       ) 1
 NL0880  NAD 27      -  42 44 01.10500(N)    094 49 12.17600(W) AD(       ) 1
 NL0880
 NL0880.Superseded values are not recommended for survey control.
 NL0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0880.See file dsdata.txt to determine how the superseded data were derived.
 NL0880
 NL0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH5098832841(NAD 83)
 NL0880_MARKER: DS = TRIANGULATION STATION DISK
 NL0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0880
 NL0880  HISTORY     - Date     Condition        Report By
 NL0880  HISTORY     - 1934     MONUMENTED       CGS
 NL0880  HISTORY     - 1940     GOOD             CGS
 NL0880  HISTORY     - 1950     GOOD             CGS
 NL0880
 NL0880                          STATION DESCRIPTION
 NL0880
 NL0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0880'THIS STATION IS ABOUT 7-1/2 MILES DUE W OF POCAHONTAS.  IN SE
 NL0880'1/4 SECTION 35, T 92 N, R 34 W.  ON LAND OWNED AND OCCUPIED BY
 NL0880'LOUIS VIKTORA.  THE STATION MARK IS 100 YARDS N OF ROAD.  92
 NL0880'FEET ENE OF MR. VIKTORAS HOUSE.  78 FEET SE OF SE CORNER
 NL0880'OF FARM MACHINE SHED.  15 FEET NE OF NEAREST SMALL FIR TREE.
 NL0880'12 FEET W OF FENCE CORNER, AT NE CORNER OF YARD.  AND 1 FOOT
 NL0880'N OF FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND.
 NL0880'
 NL0880'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0880'DISKS SET IN CONCRETE.
 NL0880'
 NL0880'REFERENCE MARK NO. 1 IS NNE OF STATION.  48 FEET SE OF SE
 NL0880'CORNER OF BARN.  60 FEET S OF WINDMILL, AND 1 FOOT W OF FENCE
 NL0880'CORNER.  THE MARK IS FLUSH WITH THE GROUND.
 NL0880'
 NL0880'REFERENCE MARK NO. 2 IS NNW OF THE STATION.  1 FOOT E OF NE
 NL0880'CORNER OF FARM MACHINE SHED.  THE MARK IS FLUSH WITH THE GROUND.
 NL0880'THE DISTANCE BETWEEN THE REFERENCE MARK IS 96.98 FEET.
 NL0880'
 NL0880'AZIMUTH MARK IS E OF THE STATION.  150 FEET N OF FARM HOUSE,
 NL0880'36 FEET S OF CENTER LINE OF ROAD.  2 FEET W OF TELEPHONE POLE.
 NL0880'1 FOOT S OF TELEPHONE LINE, AND 1 FOOT N OF FENCE LINE.  THE MARK
 NL0880'PROJECTS 5 INCHES.
 NL0880'
 NL0880'TO REACH THE STATION FROM ROCKWELL CITY FROM THE JUNCTION OF STATE
 NL0880'HIGHWAYS 17 AND 20, GO N ON HIGHWAY 17 25.45 MILES TO JUNCTION
 NL0880'OF STATE HIGHWAYS 17 AND 10.  THENCE W ON GRAVEL ROAD 7.15 MILES
 NL0880'TO MR. VIKTORAS HOUSE ON RIGHT.
 NL0880'
 NL0880'TO REACH FROM LAURENS FOLLOW MAIN STREET S TO HIGHWAY 10.
 NL0880'THENCE W 0.5 MILE, THENCE S OF GRAVEL ROAD 7.5 TO GRAVEL ROAD
 NL0880'LEADING E TO POCAHONTAS.  FOLLOW THIS ROAD E 1.75 MILES TO MR.
 NL0880'VIKTORAS HOUSE.
 NL0880'
 NL0880'ALL LIGHTS COME INTO VIEW AT 35 FEET.
 NL0880
 NL0880                          STATION RECOVERY (1940)
 NL0880
 NL0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0880'STATION RECOVERED AS DESCRIBED BY C.A.S., IN 1934.  ALL MARKS
 NL0880'FOUND IN GOOD CONDITION.  THE DESCRIPTION IS CORRECT AND
 NL0880'ADEQUATE.
 NL0880'
 NL0880'THE DIRECTIONS TO THE REFERENCE MARKS WERE FOUND TO BE 4 DEGREES
 NL0880'IN ERROR.  THE 1940 MEASUREMENTS CHECK THOSE OF 1934 AND THERE
 NL0880'HAS BEEN NO APPARENT MOVEMENT OF THE MARKS, THE 1940 DIRECTIONS
 NL0880'ARE TO BE CONSIDERED CORRECT.
 NL0880'
 NL0880'THE ERROR IS NOTED BELOW.
 NL0880'
 NL0880'NOTE--THERE IS A WHITE REFERENCE POST SET 2 FEET E OF THE
 NL0880'STATION MARK.
 NL0880
 NL0880                          STATION RECOVERY (1950)
 NL0880
 NL0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0880'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 NL0880'BE IN GOOD CONDITION.  THE LAND OWNER REQUESTED THAT NO TREES
 NL0880'SHOULD BE CUT IN HIS YARD SO IT WAS IMPOSSIBLE TO BUILD OVER
 NL0880'STATION MARK.  REFERENCE MARK NO. 1 1934 WAS OCCUPIED AS THE
 NL0880'ECCENTRIC STATION.  A TRAVERSE CONNECTION WAS MADE FROM THE
 NL0880'STATION TO REFERENCE MARK NO. 1 AND WAS USED FOR THE ECCENTRIC
 NL0880'REDUCTION ONLY.  ALL MEASUREMENTS WERE FOUND TO BE CORRECT.
 NL0880'THE DIRECTION TO THE MARKS WAS NOT CHECKED AS NO STATION COULD
 NL0880'BE SEEN FROM THE GROUND.  THE 1934 DESCRIPTION IS ADEQUATE.
 NL0880'
 NL0880'OBSERVATIONS FROM REFERENCE MARK NO. 1 WERE TAKEN FROM A 90 FOOT
 NL0880'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0200 ***********************************************************************
 LF0200  DESIGNATION -  VILLISCA
 LF0200  PID         -  LF0200
 LF0200  STATE/COUNTY-  IA/MONTGOMERY
 LF0200  USGS QUAD   -  VILLISCA (1980)
 LF0200
 LF0200                         *CURRENT SURVEY CONTROL
 LF0200  ___________________________________________________________________
 LF0200* NAD 83(1986)-  40 55 46.     (N)    094 58 37.     (W)     SCALED    
 LF0200* NAVD 88     -       329.425  (meters)    1080.79   (feet)  ADJUSTED  
 LF0200  ___________________________________________________________________
 LF0200  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LF0200  DYNAMIC HT  -         329.252 (meters)    1080.22  (feet)  COMP
 LF0200  MODELED GRAV-     980,092.5   (mgal)                       NAVD 88
 LF0200
 LF0200  VERT ORDER  -  SECOND    CLASS 0
 LF0200
 LF0200.The horizontal coordinates were scaled from a topographic map and have
 LF0200.an estimated accuracy of +/- 6 seconds.
 LF0200
 LF0200.The orthometric height was determined by differential leveling
 LF0200.and adjusted by the National Geodetic Survey in June 1991..
 LF0200
 LF0200.The geoid height was determined by GEOID03.
 LF0200
 LF0200.The dynamic height is computed by dividing the NAVD 88
 LF0200.geopotential number by the normal gravity value computed on the
 LF0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0200.degrees latitude (g = 980.6199 gals.).
 LF0200
 LF0200.The modeled gravity was interpolated from observed gravity values.
 LF0200
 LF0200;                    North         East    Units  Estimated Accuracy
 LF0200;SPC IA S     -   104,270.      375,620.      MT  (+/- 180 meters Scaled)
 LF0200
 LF0200                          SUPERSEDED SURVEY CONTROL
 LF0200
 LF0200  NGVD 29 (??/??/92)  329.315  (m)         1080.43   (f) ADJ UNCH    2 0
 LF0200
 LF0200.Superseded values are not recommended for survey control.
 LF0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0200.See file dsdata.txt to determine how the superseded data were derived.
 LF0200
 LF0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF335328(NAD 83)
 LF0200_MARKER: DB = BENCH MARK DISK
 LF0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0200_STAMPING: 1080.031 VILLISCA 1934
 LF0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0200+STABILITY: SURFACE MOTION
 LF0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0200+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 LF0200
 LF0200  HISTORY     - Date     Condition        Report By
 LF0200  HISTORY     - 1934     MONUMENTED       CGS
 LF0200  HISTORY     - 1945     GOOD             NGS
 LF0200  HISTORY     - 1984     GOOD             NGS
 LF0200  HISTORY     - 20060901 GOOD             GEOCAC
 LF0200
 LF0200                          STATION DESCRIPTION
 LF0200
 LF0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 LF0200'AT VILLISCA.
 LF0200'AT VILLISCA, MONTGOMERY COUNTY, AT THE NORTH WEST CORNER OF THE
 LF0200'CITY PARK, 16 FEET SOUTH OF AN EAST AND WEST CURB, 12 FEET EAST
 LF0200'OF A NORTH AND SOUTH CURB LINE, 1.5 FEET SOUTH OF A SIDEWALK
 LF0200'INTERSECTION, AND 0.5 FOOT HIGHER THAN THE STREET.  A STANDARD
 LF0200'DISK, STAMPED 1080.031 VILLISCA 1934 AND SET IN THE TOP OF A
 LF0200'CONCRETE POST.
 LF0200
 LF0200                          STATION RECOVERY (1984)
 LF0200
 LF0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0200'RECOVERED IN GOOD CONDITION.
 LF0200
 LF0200                          STATION RECOVERY (2006)
 LF0200
 LF0200'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LF0200'IN THE SE QUADRANT OF INTERSECTION, EAST OF 3RD ST AND SOUTH OF 3RD
 LF0200'AVE. HANDHELD COORDINATES N40 55 46.0 W094 58 37.5, SKY OBSCURED BY
 LF0200'TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0544 ***********************************************************************
 NK0544  DESIGNATION -  VINTON
 NK0544  PID         -  NK0544
 NK0544  STATE/COUNTY-  IA/BENTON
 NK0544  USGS QUAD   -  VINTON (1971)
 NK0544
 NK0544                         *CURRENT SURVEY CONTROL
 NK0544  ___________________________________________________________________
 NK0544* NAD 83(1996)-  42 10 18.12143(N)    092 03 31.32579(W)     ADJUSTED  
 NK0544* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 NK0544  ___________________________________________________________________
 NK0544  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 NK0544  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 NK0544
 NK0544  HORZ ORDER  -  FIRST
 NK0544
 NK0544.The horizontal coordinates were established by classical geodetic methods
 NK0544.and adjusted by the National Geodetic Survey in May 1999..
 NK0544
 NK0544.The orthometric height was scaled from a topographic map.
 NK0544
 NK0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0544
 NK0544.The geoid height was determined by GEOID03.
 NK0544
 NK0544;                    North         East     Units Scale Factor Converg.
 NK0544;SPC IA N     - 1,075,625.118 1,619,083.275   MT  0.99998259   +0 58 36.6
 NK0544;UTM  15      - 4,669,268.983   577,746.527   MT  0.99967437   +0 37 55.1
 NK0544
 NK0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0544!SPC IA N     -   0.99996018  x   0.99998259  =   0.99994277
 NK0544!UTM  15      -   0.99996018  x   0.99967437  =   0.99963457
 NK0544
 NK0544|---------------------------------------------------------------------|
 NK0544| PID    Reference Object                     Distance      Geod. Az  |
 NK0544|                                                           dddmmss.s |
 NK0544| CI7276 VINTON RM 1                          16.954 METERS 00110     |
 NK0544| NJ0776 URBANA MUNICIPAL TANK               APPROX.16.5 KM 0690538.5 |
 NK0544| NK0543 VINTON MUNICIPAL TANK               APPROX. 2.9 KM 0945305.2 |
 NK0544| NK0539 VINTON BENTON CO CTHSE DOME         APPROX. 2.9 KM 0973957.3 |
 NK0544| NK0541 VINTON IOWA RR AND LT CORP STK      APPROX. 3.2 KM 1042859.8 |
 NK0544| NK0540 VINTON BLIND SCH HEAT PLT STK       APPROX. 2.2 KM 1123209.1 |
 NK0544| NK0542 VINTON BLIND SCHOOL TANK            APPROX. 2.2 KM 1184313.5 |
 NK0544| CI7278 VINTON RM 3                          12.952 METERS 18058     |
 NK0544| CI7277 VINTON RM 2                          12.908 METERS 18103     |
 NK0544| CI7274 VINTON AZ MK                                       3341529.4 |
 NK0544| CI7275 VINTON AZ MK 2                                     3341529.3 |
 NK0544|---------------------------------------------------------------------|
 NK0544
 NK0544                          SUPERSEDED SURVEY CONTROL
 NK0544
 NK0544  NAD 83(1986)-  42 10 18.11788(N)    092 03 31.32681(W) AD(       ) 1
 NK0544  NAD 27      -  42 10 18.14000(N)    092 03 30.67100(W) AD(       ) 1
 NK0544
 NK0544.Superseded values are not recommended for survey control.
 NK0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0544.See file dsdata.txt to determine how the superseded data were derived.
 NK0544
 NK0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7774769269(NAD 83)
 NK0544_MARKER: DS = TRIANGULATION STATION DISK
 NK0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0544_STAMPING: VINTON 1934
 NK0544_MARK LOGO: CGS   
 NK0544_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0544+STABILITY: SURFACE MOTION
 NK0544
 NK0544  HISTORY     - Date     Condition        Report By
 NK0544  HISTORY     - 1934     MONUMENTED       CGS
 NK0544  HISTORY     - 1970     GOOD             USGS
 NK0544  HISTORY     - 1971     GOOD             NGS
 NK0544  HISTORY     - 19940511 GOOD             USGS
 NK0544
 NK0544                          STATION DESCRIPTION
 NK0544
 NK0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0544'STATION IS IN SW 1/4 OF SEC. 18, T 85 N, R 10 W, ON LAND OWNED
 NK0544'BY E.H. SMITH.
 NK0544'
 NK0544'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0544'BRONZE DISKS SET IN CONCRETE.
 NK0544'
 NK0544'STATION MARK IS 6 INCHES W OF FENCE LINE ON CREST OF HILL,
 NK0544'AND PROJECTS 3 INCHES.
 NK0544'
 NK0544'REFERENCE MARK NO. 1 IS 6 INCHES W OF FENCE LINE, AND PROJECTS
 NK0544'2 INCHES.
 NK0544'
 NK0544'REFERENCE MARK NO. 2 IS 6 INCHES W OF FENCE LINE, AND PROJECTS
 NK0544'3 INCHES.
 NK0544'
 NK0544'AZIMUTH MARK IS 18 INCHES S OF S RIGHT-OF-WAY FENCE LINE ON S
 NK0544'SIDE OF U.S. HIGHWAY 218.  34 FEET S OF CENTER LINE OF CONCRETE,
 NK0544'AND 238 FEET E OF A LANE LEADING TO THE S, AND PROJECTS 6 INCHES.
 NK0544'
 NK0544'REACHED FROM VINTON BY U.S. HIGHWAY 218 W, 0.5 MILE TO ANGLE, THEN
 NK0544'N 0.5 MILE TO WHERE HIGHWAY CURVES TO LEFT.  TURN STRAIGHT
 NK0544'W ON DIRT ROAD AND FOLLOW 1.0 MILE TO SMITHS HOUSE, S OF ROAD.
 NK0544'FROM HOUSE, FOLLOW S THROUGH BARN LOTS, THEN W ON LANE TO GATE
 NK0544'OPENING INTO PASTURE, THEN S ALONG FENCE 150 YARDS TO TOP OF HILL
 NK0544'AND STATION.
 NK0544'
 NK0544'ALL OBJECTS SIGHTED ON ARE VISIBLE FROM THE GROUND EXCEPT FOR CORN
 NK0544'FIELD ON THE E SIDE OF THE FENCE.
 NK0544'
 NK0544'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 NK0544
 NK0544                          STATION RECOVERY (1970)
 NK0544
 NK0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NK0544'STATION MARK AND R.M. 1 WERE FOUND IN GOOD CONDITION AS
 NK0544'DESCRIBED.  R.M. 2 WAS FOUND TILTED ABOUT 10 DEGREES NORTH.
 NK0544'AZIMUTH MARK WAS FOUND TILTED ABOUT 15 DEGREES AND WAS NOT USED.
 NK0544'DISTANCE TO R.M. 1 MISSED 0.01 FT.  R.M. 2 MISSED 0.16 FT.
 NK0544'DIRECTION TO R.M. 1 MISSED +99.49 SECONDS.  R.M. 2 MISSED -45.06
 NK0544'SECONDS.  TO THE COURTHOUSE DOME MISSED +1.55 SECONDS.  THE OLD
 NK0544'DESCRIPTION IS ADEQUATE.
 NK0544'
 NK0544'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MI
 NK0544'WNW OF VINTON
 NK0544
 NK0544                          STATION RECOVERY (1971)
 NK0544
 NK0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NK0544'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 NK0544'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH
 NK0544'MARK WERE FOUND TILTED OUT OF POSITION.  THE DISTANCE AND
 NK0544'DIRECTION TO REFERENCE MARK NO. 1 CHECKED.  THE DIRECTION
 NK0544'BETWEEN THE VINTON, MUNICIPAL WATER TANK AND THE VINTON,
 NK0544'COURTHOUSE DOME CHECKED.
 NK0544'
 NK0544'REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK WERE SET.
 NK0544'
 NK0544'FOLLOWING IS A NEW DESCRIPTION.
 NK0544'
 NK0544'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 218 AND
 NK0544'MAIN STREET LEADING EAST TO DOWNTOWN VINTON, GO NORTH AND WEST
 NK0544'ON U.S. HIGHWAY 218 FOR 1.7 MILES TO A SIDE ROAD ON THE LEFT.
 NK0544'(CONTINUE WEST ON U.S. HIGHWAY 218 FOR 0.4 MILE TO THE AZIMUTH
 NK0544'MARK ON THE LEFT.) TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 NK0544'0.5 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO WEST ON A
 NK0544'GRAVELED ROAD FOR 0.05 MILE TO DRIVEWAY ON THE LEFT.  TURN LEFT
 NK0544'AND GO SOUTH ON DRIVEWAY TO FARMHOUSE AND THE STATION IS
 NK0544'0.15 MILE SOUTH-SOUTHWEST OF THE FARMHOUSE ON THE HIGHEST
 NK0544'POINT OF HILL.
 NK0544'
 NK0544'STATION MARK, A STANDARD DISK STAMPED VINTON 1934, IS SET IN THE
 NK0544'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 1
 NK0544'FOOT EAST OF A METAL WITNESS POST WET IN A NORTH-SOUTH FENCELINE.
 NK0544'THE UNDERGROUND MARK WAS NOT INSPECTED.
 NK0544'
 NK0544'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED VINTON NO. 1
 NK0544'1934, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 NK0544'6 INCHES.  IT IS 1 FOOT EAST OF THE NORTH-SOUTH FENCE.
 NK0544'
 NK0544'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED VINTON 1934 NO. 3 1971,
 NK0544'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 NK0544'6 INCHES.  IT IS 1.5 FEET EAST OF THE NORTH-SOUTH FENCE.
 NK0544'
 NK0544'AZIMUTH MARK, A STANDARD DISK STAMPED VINTON 1934 AZIMUTH 1971,
 NK0544'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 NK0544'INCHES.  IT IS 34 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 218,
 NK0544'7.5 FEET EAST-SOUTHEAST OF A POWERLINE POLE WITH A GUY, 2 FEET
 NK0544'SOUTH OF A METAL WITNESS POST, AND 2 FEET SOUTH OF AN OLD
 NK0544'EAST-WEST FENCELINE.
 NK0544'
 NK0544'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-3/4
 NK0544'MILES WEST OF VINTON.
 NK0544
 NK0544                          STATION RECOVERY (1994)
 NK0544
 NK0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (RLK)
 NK0544'RECOVERED IN GOOD CONDITION.  NOTE--STATION AND RMS WERE INSPECTED AND
 NK0544'FOUND IN GOOD CONDITION.  ALL ARE ABOVE GROUND AND MARKED WITH FENCE
 NK0544'POSTS, FENCE IS GONE, CAN BE SEEN FROM DRIVE OF LAND ROVER.  MAIN
 NK0544'STREET IS NOW 4TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0539 ***********************************************************************
 NK0539  DESIGNATION -  VINTON BENTON CO CTHSE DOME
 NK0539  PID         -  NK0539
 NK0539  STATE/COUNTY-  IA/BENTON
 NK0539  USGS QUAD   -  VINTON (1971)
 NK0539
 NK0539                         *CURRENT SURVEY CONTROL
 NK0539  ___________________________________________________________________
 NK0539* NAD 83(1996)-  42 10 05.45221(N)    092 01 24.99305(W)     ADJUSTED  
 NK0539* NAVD 88     -                                                        
 NK0539  ___________________________________________________________________
 NK0539  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 NK0539  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 NK0539
 NK0539  HORZ ORDER  -  THIRD
 NK0539
 NK0539.The horizontal coordinates were established by classical geodetic methods
 NK0539.and adjusted by the National Geodetic Survey in May 1999..
 NK0539
 NK0539
 NK0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0539
 NK0539.The geoid height was determined by GEOID03.
 NK0539
 NK0539;                    North         East     Units Scale Factor Converg.
 NK0539;SPC IA N     - 1,075,284.315 1,621,989.225   MT  0.99998312   +1 00 02.2
 NK0539;UTM  15      - 4,668,910.798   580,649.484   MT  0.99968003   +0 39 19.8
 NK0539
 NK0539                          SUPERSEDED SURVEY CONTROL
 NK0539
 NK0539  NAD 83(1986)-  42 10 05.44828(N)    092 01 24.99287(W) AD(       ) 4
 NK0539  NAD 27      -  42 10 05.47100(N)    092 01 24.34500(W) AD(       ) 3
 NK0539
 NK0539.Superseded values are not recommended for survey control.
 NK0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0539.See file dsdata.txt to determine how the superseded data were derived.
 NK0539
 NK0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG8064968911(NAD 83)
 NK0539_MARKER: 86 = CUPOLA
 NK0539
 NK0539  HISTORY     - Date     Condition        Report By
 NK0539  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0539  HISTORY     - 19980714 GOOD             USPSQD
 NK0539
 NK0539                          STATION DESCRIPTION
 NK0539
 NK0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0539'STATION IS THE TIP OF THE CUPOLA ON THE DOME OF THE BENTON
 NK0539'COUNTY COURTHOUSE.  THE COURTHOUSE IS A WHITE STONE BUILDING
 NK0539'WITH A SQUARE OPEN TOWER AT THE CENTER.  THE LOWER HALF OF THE
 NK0539'TOWER HAS BUTTRESS CORNERS AND IS LARGER THAN THE UPPER HALF.
 NK0539'SURMOUNTING THE TOWER IS A SQUARE GREEN TILE DOME WITH AN
 NK0539'OCTAGONAL, GREEN, CUPOLA ON TOP.  THE TOP OF THE CUPOLA IS
 NK0539'PYRAMIDAL.  THE DOME HAS A DORMER ON EACH SIDE WITH A CLOCK
 NK0539'IN THE FACE OF IT.  THE TOP OF THE CUPOLA IS ABOUT 100 FEET
 NK0539'ABOVE THE GROUND AND IS NOT VERY PROMINENT.
 NK0539'
 NK0539'THE COURTHOUSE IS IN THE BLOCK BOUNDED ON THE N BY 3RD STREET,
 NK0539'ON THE W BY 1ST AVENUE, ON THE E BY 2ND AVENUE, AND ON THE S,
 NK0539'BY 4TH STREET.
 NK0539
 NK0539                          STATION RECOVERY (1998)
 NK0539
 NK0539'RECOVERY NOTE BY US POWER SQUADRON 1998
 NK0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0540 ***********************************************************************
 NK0540  DESIGNATION -  VINTON BLIND SCH HEAT PLT STK
 NK0540  PID         -  NK0540
 NK0540  STATE/COUNTY-  IA/BENTON
 NK0540  USGS QUAD   -  VINTON (1971)
 NK0540
 NK0540                         *CURRENT SURVEY CONTROL
 NK0540  ___________________________________________________________________
 NK0540* NAD 83(1996)-  42 09 51.27245(N)    092 02 04.38311(W)     ADJUSTED  
 NK0540* NAVD 88     -                                                        
 NK0540  ___________________________________________________________________
 NK0540  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 NK0540  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 NK0540
 NK0540  HORZ ORDER  -  THIRD
 NK0540
 NK0540.The horizontal coordinates were established by classical geodetic methods
 NK0540.and adjusted by the National Geodetic Survey in May 1999..
 NK0540
 NK0540
 NK0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0540
 NK0540.The geoid height was determined by GEOID03.
 NK0540
 NK0540;                    North         East     Units Scale Factor Converg.
 NK0540;SPC IA N     - 1,074,831.147 1,621,092.825   MT  0.99998372   +0 59 35.5
 NK0540;UTM  15      - 4,668,463.174   579,750.644   MT  0.99967826   +0 38 53.2
 NK0540
 NK0540                          SUPERSEDED SURVEY CONTROL
 NK0540
 NK0540  NAD 83(1986)-  42 09 51.26867(N)    092 02 04.38413(W) AD(       ) 4
 NK0540  NAD 27      -  42 09 51.29000(N)    092 02 03.73100(W) AD(       ) 3
 NK0540
 NK0540.Superseded values are not recommended for survey control.
 NK0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0540.See file dsdata.txt to determine how the superseded data were derived.
 NK0540
 NK0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7975168463(NAD 83)
 NK0540_MARKER: 63 = STACK
 NK0540
 NK0540  HISTORY     - Date     Condition        Report By
 NK0540  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0540  HISTORY     - 19980714 MARK NOT FOUND   USPSQD
 NK0540
 NK0540                          STATION DESCRIPTION
 NK0540
 NK0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0540'STATION IS THE CENTER OF THE TALL, CONCRETE STACK AT THE HEATING
 NK0540'PLANT OF THE IOWA SCHOOL FOR THE BLIND.  THE STACK IS ABOUT 125
 NK0540'FEET HIGH AND IS QUITE PROMINENT.  IT IS ABOUT 1-1/2 BLOCKS
 NK0540'N OF THE MAIN GROUP OF BUILDINGS OF THE SCHOOL FOR BLIND, ABOUT
 NK0540'90 FEET S OF THE CHICAGO, ROCK ISLAND, AND PACIFIC RAILROAD
 NK0540'TRACK, ABOUT 115 FEET N OF THE CENTER LINE OF 8TH ST., AND ABOUT
 NK0540'MIDWAY BETWEEN H AVENUE, AND I AVENUE.
 NK0540
 NK0540                          STATION RECOVERY (1998)
 NK0540
 NK0540'RECOVERY NOTE BY US POWER SQUADRON 1998
 NK0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0542 ***********************************************************************
 NK0542  DESIGNATION -  VINTON BLIND SCHOOL TANK
 NK0542  PID         -  NK0542
 NK0542  STATE/COUNTY-  IA/BENTON
 NK0542  USGS QUAD   -  VINTON (1971)
 NK0542
 NK0542                         *CURRENT SURVEY CONTROL
 NK0542  ___________________________________________________________________
 NK0542* NAD 83(1996)-  42 09 43.55977(N)    092 02 06.56840(W)     ADJUSTED  
 NK0542* NAVD 88     -                                                        
 NK0542  ___________________________________________________________________
 NK0542  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 NK0542  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 NK0542
 NK0542  HORZ ORDER  -  THIRD
 NK0542
 NK0542.The horizontal coordinates were established by classical geodetic methods
 NK0542.and adjusted by the National Geodetic Survey in May 1999..
 NK0542
 NK0542
 NK0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0542
 NK0542.The geoid height was determined by GEOID03.
 NK0542
 NK0542;                    North         East     Units Scale Factor Converg.
 NK0542;SPC IA N     - 1,074,592.345 1,621,046.793   MT  0.99998405   +0 59 34.0
 NK0542;UTM  15      - 4,668,224.727   579,703.190   MT  0.99967816   +0 38 51.6
 NK0542
 NK0542                          SUPERSEDED SURVEY CONTROL
 NK0542
 NK0542  NAD 83(1986)-  42 09 43.55614(N)    092 02 06.56984(W) AD(       ) 4
 NK0542  NAD 27      -  42 09 43.57600(N)    092 02 05.91300(W) AD(       ) 3
 NK0542
 NK0542.Superseded values are not recommended for survey control.
 NK0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0542.See file dsdata.txt to determine how the superseded data were derived.
 NK0542
 NK0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7970368225(NAD 83)
 NK0542_MARKER: 53 = ELEVATED TANK
 NK0542
 NK0542  HISTORY     - Date     Condition        Report By
 NK0542  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0542  HISTORY     - 19980714 MARK NOT FOUND   USPSQD
 NK0542
 NK0542                          STATION DESCRIPTION
 NK0542
 NK0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CWC)
 NK0542'STATION IS THE CENTER OF THE WATER TANK AT THE IOWA SCHOOL
 NK0542'FOR THE BLIND.  THE TANK IS A TALL STEEL TANK WITH A BALL ON
 NK0542'TOP.  THE COLOR OF THE TANK IS NOT KNOWN AS IT WAS UNDER
 NK0542'CONSTRUCTION AT THE TIME OBSERVED UPON.  POINTINGS WERE MADE ON
 NK0542'THE CENTER OF THE BASE OF THE BOWL.  THE TANK IS ABOUT 125 FEET
 NK0542'HIGH AND IS VERY PROMINENT.  IT WAS ERECTED IN 1934.
 NK0542'
 NK0542'THE GROUP OF BUILDINGS OF THE SCHOOL FOR BLIND IS AT THE W END
 NK0542'OF 10TH STREET W, AND ON THE W SIDE OF G AVENUE.  THE TANK IS
 NK0542'ABOUT 150 FEET WNW OF THE CENTER OF THE MAIN BUILDING OF THE
 NK0542'SCHOOL, APPROXIMATELY ON LINE WITH THE CENTER LINE OF I AVENUE,
 NK0542'AND ABOUT 200 FEET S OF 9TH STREET, W.
 NK0542
 NK0542                          STATION RECOVERY (1998)
 NK0542
 NK0542'RECOVERY NOTE BY US POWER SQUADRON 1998
 NK0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0043 ***********************************************************************
 NK0043  DESIGNATION -  VINTON BM
 NK0043  PID         -  NK0043
 NK0043  STATE/COUNTY-  IA/BENTON
 NK0043  USGS QUAD   -  VINTON (1971)
 NK0043
 NK0043                         *CURRENT SURVEY CONTROL
 NK0043  ___________________________________________________________________
 NK0043* NAD 83(1986)-  42 09 58.     (N)    092 01 21.     (W)     SCALED    
 NK0043* NAVD 88     -       241.820  (meters)     793.37   (feet)  ADJUSTED  
 NK0043  ___________________________________________________________________
 NK0043  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 NK0043  DYNAMIC HT  -         241.745 (meters)     793.13  (feet)  COMP
 NK0043  MODELED GRAV-     980,302.3   (mgal)                       NAVD 88
 NK0043
 NK0043  VERT ORDER  -  SECOND    CLASS 0
 NK0043
 NK0043.The horizontal coordinates were scaled from a topographic map and have
 NK0043.an estimated accuracy of +/- 6 seconds.
 NK0043
 NK0043.The orthometric height was determined by differential leveling
 NK0043.and adjusted by the National Geodetic Survey in June 1991..
 NK0043
 NK0043.The geoid height was determined by GEOID03.
 NK0043
 NK0043.The dynamic height is computed by dividing the NAVD 88
 NK0043.geopotential number by the normal gravity value computed on the
 NK0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0043.degrees latitude (g = 980.6199 gals.).
 NK0043
 NK0043.The modeled gravity was interpolated from observed gravity values.
 NK0043
 NK0043;                    North         East    Units  Estimated Accuracy
 NK0043;SPC IA N     - 1,075,060.    1,622,090.      MT  (+/- 180 meters Scaled)
 NK0043
 NK0043                          SUPERSEDED SURVEY CONTROL
 NK0043
 NK0043.No superseded survey control is available for this station.
 NK0043
 NK0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG807686(NAD 83)
 NK0043_MARKER: DB = BENCH MARK DISK
 NK0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0043_SP_SET: BUILDING WALL
 NK0043_STAMPING: VINTON 1934
 NK0043_MARK LOGO: CGS   
 NK0043_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0043
 NK0043  HISTORY     - Date     Condition        Report By
 NK0043  HISTORY     - 1934     MONUMENTED       CGS
 NK0043  HISTORY     - 19940511 GOOD             USGS
 NK0043  HISTORY     - 19980714 GOOD             USPSQD
 NK0043
 NK0043                          STATION DESCRIPTION
 NK0043
 NK0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0043'AT VINTON.
 NK0043'AT VINTON, BENTON COUNTY, AT THE SOUTHEAST CORNER OF THE IOWA
 NK0043'SAVINGS BANK BUILDING (PROPOSED CITY HALL), IN THE BRICK WALL,
 NK0043'AND TWO BRICKS BELOW THE CENTER OF THE PLAQUE.  A STANDARD DISK,
 NK0043'STAMPED VINTON 1934 AND SET VERTICALLY.
 NK0043
 NK0043                          STATION RECOVERY (1994)
 NK0043
 NK0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (RLK)
 NK0043'RECOVERED AS DESCRIBED.
 NK0043
 NK0043                          STATION RECOVERY (1998)
 NK0043
 NK0043'RECOVERY NOTE BY US POWER SQUADRON 1998
 NK0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0541 ***********************************************************************
 NK0541  DESIGNATION -  VINTON IOWA RR AND LT CORP STK
 NK0541  PID         -  NK0541
 NK0541  STATE/COUNTY-  IA/BENTON
 NK0541  USGS QUAD   -  VINTON (1971)
 NK0541
 NK0541                         *CURRENT SURVEY CONTROL
 NK0541  ___________________________________________________________________
 NK0541* NAD 83(1996)-  42 09 51.78970(N)    092 01 14.42150(W)     ADJUSTED  
 NK0541* NAVD 88     -                                                        
 NK0541  ___________________________________________________________________
 NK0541  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 NK0541  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 NK0541
 NK0541  HORZ ORDER  -  THIRD
 NK0541
 NK0541.The horizontal coordinates were established by classical geodetic methods
 NK0541.and adjusted by the National Geodetic Survey in May 1999..
 NK0541
 NK0541
 NK0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0541
 NK0541.The geoid height was determined by GEOID03.
 NK0541
 NK0541;                    North         East     Units Scale Factor Converg.
 NK0541;SPC IA N     - 1,074,867.077 1,622,239.213   MT  0.99998370   +1 00 09.4
 NK0541;UTM  15      - 4,668,492.189   580,896.879   MT  0.99968052   +0 39 26.7
 NK0541
 NK0541                          SUPERSEDED SURVEY CONTROL
 NK0541
 NK0541  NAD 83(1986)-  42 09 51.78596(N)    092 01 14.42271(W) AD(       ) 4
 NK0541  NAD 27      -  42 09 51.80800(N)    092 01 13.76600(W) AD(       ) 3
 NK0541
 NK0541.Superseded values are not recommended for survey control.
 NK0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0541.See file dsdata.txt to determine how the superseded data were derived.
 NK0541
 NK0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG8089768492(NAD 83)
 NK0541_MARKER: 63 = STACK
 NK0541
 NK0541  HISTORY     - Date     Condition        Report By
 NK0541  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0541  HISTORY     - 19980714 MARK NOT FOUND   USPSQD
 NK0541
 NK0541                          STATION DESCRIPTION
 NK0541
 NK0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0541'STATION IS THE CENTER OF THE TALL CONCRETE STACK AT THE POWER
 NK0541'PLANT OF THE IOWA RAILWAY AND LIGHT CORPORATION.  THE STACK
 NK0541'HAS A PRONOUNCED CORBEL AND IS LETTERED IOWA RY. AND LT. CORP,
 NK0541'VERTICALLY ON THE N AND S SIDES.  THE LETTERS ARE INDENTED AND
 NK0541'ARE PAINTED BLACK.  THE STACK IS ABOUT 150 FEET HIGH AND IS
 NK0541'VERY PROMINENT.
 NK0541'
 NK0541'THE PLANT IS AT THE SW CORNER OF THE INTERSECTION OF 4TH AVENUE,
 NK0541'AND THE CHICAGO, ROCK ISLAND RAILROAD.  THE STACK IS ABOUT 75
 NK0541'FEET W OF THE CENTER LINE OF 4TH AVENUE AND ABOUT 75 FEET S
 NK0541'OF THE RAILROAD AND ABOUT 100 YARDS SE OF THE RAILROAD STATION.
 NK0541
 NK0541                          STATION RECOVERY (1998)
 NK0541
 NK0541'RECOVERY NOTE BY US POWER SQUADRON 1998
 NK0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0543 ***********************************************************************
 NK0543  DESIGNATION -  VINTON MUNICIPAL TANK
 NK0543  PID         -  NK0543
 NK0543  STATE/COUNTY-  IA/BENTON
 NK0543  USGS QUAD   -  VINTON (1971)
 NK0543
 NK0543                         *CURRENT SURVEY CONTROL
 NK0543  ___________________________________________________________________
 NK0543* NAD 83(1996)-  42 10 10.04838(N)    092 01 24.64936(W)     ADJUSTED  
 NK0543* NAVD 88     -                                                        
 NK0543  ___________________________________________________________________
 NK0543  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 NK0543  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 NK0543
 NK0543  HORZ ORDER  -  THIRD
 NK0543
 NK0543.The horizontal coordinates were established by classical geodetic methods
 NK0543.and adjusted by the National Geodetic Survey in May 1999..
 NK0543
 NK0543
 NK0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0543
 NK0543.The geoid height was determined by GEOID03.
 NK0543
 NK0543;                    North         East     Units Scale Factor Converg.
 NK0543;SPC IA N     - 1,075,426.241 1,621,994.636   MT  0.99998293   +1 00 02.5
 NK0543;UTM  15      - 4,669,052.646   580,655.748   MT  0.99968004   +0 39 20.1
 NK0543
 NK0543                          SUPERSEDED SURVEY CONTROL
 NK0543
 NK0543  NAD 83(1986)-  42 10 10.04462(N)    092 01 24.65117(W) AD(       ) 4
 NK0543  NAD 27      -  42 10 10.06700(N)    092 01 23.99200(W) AD(       ) 3
 NK0543
 NK0543.Superseded values are not recommended for survey control.
 NK0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0543.See file dsdata.txt to determine how the superseded data were derived.
 NK0543
 NK0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG8065669053(NAD 83)
 NK0543_MARKER: 53 = ELEVATED TANK
 NK0543
 NK0543  HISTORY     - Date     Condition        Report By
 NK0543  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0543  HISTORY     - 19980714 GOOD             USPSQD
 NK0543
 NK0543                          STATION DESCRIPTION
 NK0543
 NK0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0543'STATION IS THE CENTER OF THE VINTON MUNICIPAL WATER TANK.
 NK0543'THE TANK IS A STEEL TANK WITH SILVER SIDES AND BOTTOM AND RED
 NK0543'TOP AND HAS A SILVER BALL ON TOP.  IT HAS A SQUARE WHITE WOODEN
 NK0543'HOUSING AROUND THE FEED PIPE.  IT IS ABOUT 125 FEET HIGH AND IS
 NK0543'QUITE PROMINENT.  IT WAS ERECTED IN 1916.  IT IS LETTERED VINTON
 NK0543'ON THREE SIDES.
 NK0543'
 NK0543'THE TANK IS ABOUT 1-1/2 BLOCKS N OF THE BENTON COUNTY COURTHOUSE,
 NK0543'ABOUT 40 FEET S OF THE CENTER LINE OF 2ND STREET, E, AND ABOUT
 NK0543'100 FEET W OF THE CENTER LINE OF 2ND AVENUE.
 NK0543
 NK0543                          STATION RECOVERY (1998)
 NK0543
 NK0543'RECOVERY NOTE BY US POWER SQUADRON 1998
 NK0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1137 ***********************************************************************
 MJ1137  DESIGNATION -  VIOLA
 MJ1137  PID         -  MJ1137
 MJ1137  STATE/COUNTY-  IA/AUDUBON
 MJ1137  USGS QUAD   -  VIOLA CENTER (1971)
 MJ1137
 MJ1137                         *CURRENT SURVEY CONTROL
 MJ1137  ___________________________________________________________________
 MJ1137* NAD 83(1996)-  41 46 10.55678(N)    094 46 22.61500(W)     ADJUSTED  
 MJ1137* NAVD 88     -       449.6    (meters)    1475.     (feet)  VERTCON   
 MJ1137  ___________________________________________________________________
 MJ1137  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 MJ1137  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 MJ1137
 MJ1137  HORZ ORDER  -  FIRST
 MJ1137
 MJ1137.The horizontal coordinates were established by classical geodetic methods
 MJ1137.and adjusted by the National Geodetic Survey in May 1999..
 MJ1137
 MJ1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1137
 MJ1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1137
 MJ1137.The geoid height was determined by GEOID03.
 MJ1137
 MJ1137;                    North         East     Units Scale Factor Converg.
 MJ1137;SPC IA S     -   197,292.023   394,159.683   MT  0.99999759   -0 50 18.6
 MJ1137;SPC IA N     - 1,030,743.476 1,394,152.541   MT  1.00006717   -0 51 45.8
 MJ1137;UTM  15      - 4,625,714.628   352,637.447   MT  0.99986723   -1 10 52.5
 MJ1137
 MJ1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1137!SPC IA S     -   0.99993382  x   0.99999759  =   0.99993141
 MJ1137!SPC IA N     -   0.99993382  x   1.00006717  =   1.00000098
 MJ1137!UTM  15      -   0.99993382  x   0.99986723  =   0.99980106
 MJ1137
 MJ1137:                Primary Azimuth Mark                     Grid Az
 MJ1137:SPC IA S     -  COON RAPIDS MUNICIPAL TANK               035 08 14.9
 MJ1137:SPC IA N     -  COON RAPIDS MUNICIPAL TANK               035 09 42.1
 MJ1137:UTM  15      -  COON RAPIDS MUNICIPAL TANK               035 28 48.8
 MJ1137
 MJ1137|---------------------------------------------------------------------|
 MJ1137| PID    Reference Object                     Distance      Geod. Az  |
 MJ1137|                                                           dddmmss.s |
 MJ1137| MJ1128 COON RAPIDS MUNICIPAL TANK          APPROX.14.3 KM 0341756.3 |
 MJ1137| CL7789 VIOLA RM 1                          301.006 METERS 03704     |
 MJ1137| MJ1139 VIOLA RM A                           27.357 METERS 15529     |
 MJ1137| CL7790 VIOLA RM 2                                         17553     |
 MJ1137| CL7792 VIOLA RM 4                           21.601 METERS 17958     |
 MJ1137| MJ1138 VIOLA CENTER SCHOOL CHIMNEY         APPROX. 4.6 KM 3293250.3 |
 MJ1137| MJ1134 DEDHAM MUNICIPAL TANK               APPROX.15.6 KM 3451411.0 |
 MJ1137| CL7791 VIOLA RM 3                           37.850 METERS 35838     |
 MJ1137|---------------------------------------------------------------------|
 MJ1137
 MJ1137                          SUPERSEDED SURVEY CONTROL
 MJ1137
 MJ1137  NAD 83(1986)-  41 46 10.55386(N)    094 46 22.61951(W) AD(       ) 1
 MJ1137  NAD 27      -  41 46 10.60400(N)    094 46 21.68500(W) AD(       ) 1
 MJ1137  NGVD 29 (07/19/86)  449.5    (m)         1475.     (f) VERT ANG       
 MJ1137
 MJ1137.Superseded values are not recommended for survey control.
 MJ1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1137.See file dsdata.txt to determine how the superseded data were derived.
 MJ1137
 MJ1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG5263725715(NAD 83)
 MJ1137_MARKER: DS = TRIANGULATION STATION DISK
 MJ1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1137
 MJ1137  HISTORY     - Date     Condition        Report By
 MJ1137  HISTORY     - 1930     MONUMENTED       CGS
 MJ1137  HISTORY     - 1934     GOOD             CGS
 MJ1137  HISTORY     - 1968     GOOD             CGS
 MJ1137  HISTORY     - 1969     GOOD             CGS
 MJ1137
 MJ1137                          STATION DESCRIPTION
 MJ1137
 MJ1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MJ1137'STATION IS ABOUT 8-1/2 MILES NE OF AUDUBON AND 2-1/2 MILES SE
 MJ1137'OF VIOLA CENTER CHURCH AND SCHOOL, ON LAND OWNED BY ELIZABETH
 MJ1137'SCHREIBER OF AUDUBON AND OCCUPIED BY CLARENCE WILLIAMS, AND IS
 MJ1137'LOCATED ON THE N AND S 1/2-SECTION LINE AND ABOUT 1/2 MILE N OF
 MJ1137'THE S EDGE OF SEC. 2, T 80 N, R 34 W, FIFTH MERIDIAN.  MARK IS
 MJ1137'ABOUT 100 FEET N OF THE CENTER SECTION AND IS ON THE FENCE LINE.
 MJ1137'
 MJ1137'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MJ1137'DISKS SET IN CONCRETE.
 MJ1137'
 MJ1137'REFERENCE MARK NO. 1 IS IN THE EXTREME NE CORNER OF THE LAND
 MJ1137'AS OWNED AT PRESENT AND IS IN THE NE CORNER OF THE SW 40 OF THE
 MJ1137'NE 1/4 OF SECTION 2.  REFERENCE MARK NO. 2 IS ON THE FENCE LINE
 MJ1137'OF THE N SIDE OF THE ROAD ON THE S SIDE OF SECTION 2 AND IS
 MJ1137'ABOUT 75 FEET W OF THE EDGE OF THE GROVE ON THE W SIDE OF THE
 MJ1137'FARM BUILDINGS OF CLARENCE WILLIAMS.
 MJ1137'
 MJ1137'TO REACH FROM AUDUBON, GO N 3/4 MILE, THENCE E 8-1/2 MILES TO
 MJ1137'LARLAND STORE, THENCE N 2 MILES TO A SCHOOLHOUSE ON SE CORNER OF
 MJ1137'ROAD INTERSECTION.  TURN W 0.3 MILE TO HOUSE OF CLARENCE WILLIAMS
 MJ1137'IN GROVE OF TREES ON N SIDE OF ROAD.  FOLLOW LANE N FROM HOUSE
 MJ1137'1/4 MILE TO A HOG HOUSE, THENCE THROUGH GATE NW INTO FIELD ABOUT
 MJ1137'300 YARDS TO STATION.
 MJ1137'
 MJ1137'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MJ1137
 MJ1137                          STATION RECOVERY (1934)
 MJ1137
 MJ1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1137'STATION RECOVERED AS DESCRIBED AND AS FOLLOWS--
 MJ1137'
 MJ1137'NOTE--STATION IS STAMPED VIOLA AND ALL OLD RECORDS SHOULD BE
 MJ1137'CHANGED FROM VOILA TO VIOLA.  THIS STATION IS ABOUT 8-1/2 MILES
 MJ1137'ENE OF AUDUBON, AND 2-1/2 MILES SE OF VIOLA CENTER CHURCH AND
 MJ1137'SCHOOL, NEAR THE CENTER OF SEC. 2, T 80 N, R 34 W, ON LAND OWNED
 MJ1137'BY ELIZABETH SCHREIBER.  THE MARK IS ON THE SUMMIT OF A HILL, 2
 MJ1137'FEET E OF THE NS HALF-SECTION LINE FENCE, ABOUT 100 FEET N OF
 MJ1137'THE CENTER OF THE SECTION, AND IS SET FLUSH.
 MJ1137'
 MJ1137'REFERENCE MARK NO. 1 IS IN THE NE CORNER OF
 MJ1137'THE FIELD IN WHICH THE STATION IS LOCATED, AT THE CENTER OF THE
 MJ1137'NE 1/4 OF THE SECTION AND PROJECTS 3 INCHES.  IT IS NE OF THE
 MJ1137'STATION, AND THE DISTANCE TO THE STATION WAS NOT REMEASURED.
 MJ1137'THE FIELD WAS PLANTED TO CORN, SO IT WAS CONSIDERED IMPRACTICAL
 MJ1137'TO REMEASURE THE DISTANCE.  REFERENCE NO. 2 IS S
 MJ1137'OF THE STATION, IN THE N RIGHT-OF-WAY FENCE OF THE E-W
 MJ1137'SECTION-LINE ROAD, 75 FEET W OF THE W EDGE OF THE WINDBREAK W OF
 MJ1137'THE FARMHOUSE, AND IS SET FLUSH.  IT IS USED AS AN AZIMUTH MARK.
 MJ1137'REFERENCE MARK NO. 3 IS N OF THE STATION,
 MJ1137'1/2 FOOT E OF THE NS FENCE.  AND IS SET FLUSH.
 MJ1137'
 MJ1137'TO REACH FROM AUDUBON, GO N 0.75 MILE, TURN E, GO 8-1/2 MILES,
 MJ1137'TURN N, GO 2 MILES, TURN W, GO 0.35 MILE, TURN N, PASS THROUGH
 MJ1137'FARMYARD AND OUT THROUGH FIELDS 1/2 MILE N AND 0.15 MILE W TO
 MJ1137'THE STATION, ON THE SUMMIT OF THE HILL.
 MJ1137'
 MJ1137'A LIGHT 87 FEET ABOVE AUDUBON 1930 COMES INTO VIEW 35 FEET
 MJ1137'ABOVE THIS STATION.
 MJ1137'
 MJ1137'A LIGHT 100 FEET ABOVE EXIRA 1930 COMES INTO VIEW 35 FEET
 MJ1137'ABOVE THIS STATION.
 MJ1137'
 MJ1137'A LIGHT 87 FEET ABOVE REYNOLDS, AND 74 FEET ABOVE MANNING AND
 MJ1137'KESTER ARE VISIBLE FROM THE GROUND AT THIS STATION.
 MJ1137
 MJ1137                          STATION RECOVERY (1968)
 MJ1137
 MJ1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MJ1137'THE STATION MARK AND REFERENCE MARK 1 AND 3 WERE RECOVERED IN GOOD
 MJ1137'CONDITION.
 MJ1137'
 MJ1137'REFERENCE MARK 1 WAS USED AS A AZIMUTH MARK AND A NEW REFERENCE
 MJ1137'MARK 4 WAS ESTABLISHED.  REFERENCE MARK 2 HAS BEEN DESTROYED.  A
 MJ1137'COMPLETE NEW DESCRIPTION FOLLOWS.
 MJ1137'
 MJ1137'THE STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF GUTHRIE CENTER,
 MJ1137'8-1/2 MILES EAST-NORTHEAST OF AUDUBON, 2-1/2 MILES SOUTHEAST OF
 MJ1137'VIOLA CENTER AND ON PROPERTY OCCUPIED BY MR. HENRY KERWIN.
 MJ1137'
 MJ1137'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 MJ1137'U.S. HIGHWAY 71 IN AUDUBON, GO NORTH ON U.S. HIGHWAY 71 FOR 0.85
 MJ1137'MILE TO THE JUNCTION WITH COUNTY ROAD N.  TURN RIGHT AND GO EAST
 MJ1137'ON COUNTY ROAD N FOR 9.45 MILES TO A CROSSROADS.  TURN LEFT ON
 MJ1137'A GRAVELED ROAD FOR 2.1 MILES TO A CROSSROADS.  TURN LEFT AND GO
 MJ1137'WEST ON GRAVELED ROAD FOR 0.4 MILE TO A DRIVEWAY ON THE RIGHT.
 MJ1137'TURN RIGHT AND GO NORTH PASSING TO THE EAST OF A FARM HOUSE FOR 0.1
 MJ1137'MILE TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE STRAIGHT
 MJ1137'AHEAD NORTH FOR 0.55 MILE ON A FIELD ROAD.  (TO REACH
 MJ1137'REFERENCE MARK 1 (AZIMUTH MARK) FROM THIS POINT, CONTINUE
 MJ1137'NORTH FOR 0.2 MILE TO A EAST-WEST FENCE LINE AND THE MARK ON
 MJ1137'THE RIGHT.) HERE TURN LEFT AND GO WEST ACROSS FIELD FOR 0.1
 MJ1137'MILE TO A NORTH-SOUTH FENCE LINE AND THE STATION.
 MJ1137'
 MJ1137'THE STATION MARK IS A STANDARD DISK STAMPED VIOLA 1930, SET
 MJ1137'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH
 MJ1137'THE GROUND SURFACE.  IT IS 1.8 FEET EAST OF A METAL WITNESS
 MJ1137'POST WITH SIGN ATTACHED.  SET IN A NORTH-SOUTH FENCE LINE.
 MJ1137'
 MJ1137'REFERENCE MARK 1 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 MJ1137'VIOLA NO. 1 1939, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 MJ1137'MONUMENT, PROJECTING 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 MJ1137'23.2 FEET NORTH-EAST OF THE CENTER OF A FIELD ROAD, 4.7 FEET
 MJ1137'SOUTH OF A METAL WITNESS POST IN A EAST-WEST FENCE LINE WITH SIGN
 MJ1137'ATTACHED.
 MJ1137'
 MJ1137'REFERENCE MARK 3 IS A STANDARD DISK STAMPED VIOLA NO. 3 1934,
 MJ1137'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 MJ1137'THE GROUND SURFACE.  IT IS 124.9 FEET NORTH OF A METAL WITNESS
 MJ1137'POST WITH SIGN ATTACHED, 0.4 FEET EAST OF A NORTH-SOUTH FENCE
 MJ1137'LINE.
 MJ1137'
 MJ1137'REFERENCE MARK 4 IS A STANDARD DISK STAMPED VIOLA NO. 4 1930-1968,
 MJ1137'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 MJ1137'GROUND SURFACE.  IT IS 71.2 FEET SOUTH OF A METAL WITNESS POST
 MJ1137'IN A NORTH-SOUTH FENCE LINE WITH SIGN ATTACHED, 1 FOOT EAST OF
 MJ1137'A NORTH-SOUTH FENCE LINE.
 MJ1137'
 MJ1137'THE TRAVERSE DISTANCE NOTED ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 MJ1137'
 MJ1137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MJ1137'2-1/2 MILES SOUTH-SOUTHEAST OF VIOLA CENTER.
 MJ1137
 MJ1137                          STATION RECOVERY (1969)
 MJ1137
 MJ1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 MJ1137'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED IN OCTOBER 1968.
 MJ1137'
 MJ1137'THE TRAVERSE DISTANCE NOTED ABOVE WAS CORRECTED TO SEA LEVEL.
 MJ1137'
 MJ1137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MJ1137'2-1/2 MILES SOUTHEAST OF VIOLA CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1138 ***********************************************************************
 MJ1138  DESIGNATION -  VIOLA CENTER SCHOOL CHIMNEY
 MJ1138  PID         -  MJ1138
 MJ1138  STATE/COUNTY-  IA/AUDUBON
 MJ1138  USGS QUAD   -  VIOLA CENTER (1971)
 MJ1138
 MJ1138                         *CURRENT SURVEY CONTROL
 MJ1138  ___________________________________________________________________
 MJ1138* NAD 83(1996)-  41 48 18.81128(N)    094 48 03.40545(W)     ADJUSTED  
 MJ1138* NAVD 88     -                                                        
 MJ1138  ___________________________________________________________________
 MJ1138  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 MJ1138  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 MJ1138
 MJ1138  HORZ ORDER  -  THIRD
 MJ1138
 MJ1138.The horizontal coordinates were established by classical geodetic methods
 MJ1138.and adjusted by the National Geodetic Survey in May 1999..
 MJ1138
 MJ1138
 MJ1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1138
 MJ1138.The geoid height was determined by GEOID03.
 MJ1138
 MJ1138;                    North         East     Units Scale Factor Converg.
 MJ1138;SPC IA S     -   201,283.003   391,891.173   MT  1.00000396   -0 51 25.0
 MJ1138;SPC IA N     - 1,034,735.672 1,391,885.598   MT  1.00005772   -0 52 54.2
 MJ1138;UTM  15      - 4,629,718.608   350,393.179   MT  0.99987543   -1 12 02.6
 MJ1138
 MJ1138                          SUPERSEDED SURVEY CONTROL
 MJ1138
 MJ1138  NAD 83(1986)-  41 48 18.80923(N)    094 48 03.41038(W) AD(       ) 4
 MJ1138  NAD 27      -  41 48 18.86000(N)    094 48 02.47000(W) AD(       ) 3
 MJ1138
 MJ1138.Superseded values are not recommended for survey control.
 MJ1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1138.See file dsdata.txt to determine how the superseded data were derived.
 MJ1138
 MJ1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG5039329719(NAD 83)
 MJ1138_MARKER: 85 = CHIMNEY
 MJ1138
 MJ1138  HISTORY     - Date     Condition        Report By
 MJ1138  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1138
 MJ1138                          STATION DESCRIPTION
 MJ1138
 MJ1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1138'THE STATION IS THE CENTER OF THE CHIMNEY OF THE SCHOOLHOUSE
 MJ1138'AT THE SMALL CROSSROADS SETTLEMENT KNOWN AS VIOLA CENTER.  THE
 MJ1138'STATION WAS NOT VISITED, BUT THERE IS NO OTHER PROMINENT
 MJ1138'OBJECT IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1139 ***********************************************************************
 MJ1139  DESIGNATION -  VIOLA RM A
 MJ1139  PID         -  MJ1139
 MJ1139  STATE/COUNTY-  IA/AUDUBON
 MJ1139  USGS QUAD   -  VIOLA CENTER (1971)
 MJ1139
 MJ1139                         *CURRENT SURVEY CONTROL
 MJ1139  ___________________________________________________________________
 MJ1139* NAD 83(1996)-  41 46 09.75006(N)    094 46 22.12344(W)     ADJUSTED  
 MJ1139* NAVD 88     -       448.5    (meters)    1471.     (feet)  VERTCON   
 MJ1139  ___________________________________________________________________
 MJ1139  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 MJ1139  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 MJ1139
 MJ1139  HORZ ORDER  -  FIRST
 MJ1139
 MJ1139.The horizontal coordinates were established by classical geodetic methods
 MJ1139.and adjusted by the National Geodetic Survey in May 1999..
 MJ1139
 MJ1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1139
 MJ1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1139
 MJ1139.The geoid height was determined by GEOID03.
 MJ1139
 MJ1139;                    North         East     Units Scale Factor Converg.
 MJ1139;SPC IA S     -   197,266.970   394,170.672   MT  0.99999755   -0 50 18.2
 MJ1139;SPC IA N     - 1,030,718.417 1,394,163.519   MT  1.00006723   -0 51 45.5
 MJ1139;UTM  15      - 4,625,689.513   352,648.284   MT  0.99986719   -1 10 52.1
 MJ1139
 MJ1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1139!SPC IA S     -   0.99993399  x   0.99999755  =   0.99993154
 MJ1139!SPC IA N     -   0.99993399  x   1.00006723  =   1.00000122
 MJ1139!UTM  15      -   0.99993399  x   0.99986719  =   0.99980119
 MJ1139
 MJ1139:                Primary Azimuth Mark                     Grid Az
 MJ1139:SPC IA S     -  AUDUBON 2                                268 02 24.6
 MJ1139:SPC IA N     -  AUDUBON 2                                268 03 51.9
 MJ1139:UTM  15      -  AUDUBON 2                                268 22 58.5
 MJ1139
 MJ1139|---------------------------------------------------------------------|
 MJ1139| PID    Reference Object                     Distance      Geod. Az  |
 MJ1139|                                                           dddmmss.s |
 MJ1139| MJ1143 AUDUBON 2                           APPROX.18.2 KM 2671206.4 |
 MJ1139| MJ1137 VIOLA                                27.357 METERS 33529     |
 MJ1139|---------------------------------------------------------------------|
 MJ1139
 MJ1139                          SUPERSEDED SURVEY CONTROL
 MJ1139
 MJ1139  NAD 83(1986)-  41 46 09.74701(N)    094 46 22.12788(W) AD(       ) 1
 MJ1139  NAD 27      -  41 46 09.79724(N)    094 46 21.19349(W) AD(       ) 1
 MJ1139  NGVD 29 (07/19/86)  448.4    (m)         1471.     (f) VERT ANG       
 MJ1139
 MJ1139.Superseded values are not recommended for survey control.
 MJ1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1139.See file dsdata.txt to determine how the superseded data were derived.
 MJ1139
 MJ1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG5264825690(NAD 83)
 MJ1139_MARKER: DS = TRIANGULATION STATION DISK
 MJ1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1139+STABILITY: SURFACE MOTION
 MJ1139
 MJ1139  HISTORY     - Date     Condition        Report By
 MJ1139  HISTORY     - 1968     MONUMENTED       CGS
 MJ1139  HISTORY     - 1969     GOOD             CGS
 MJ1139
 MJ1139                          STATION DESCRIPTION
 MJ1139
 MJ1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MJ1139'THE STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF GUTHRIE
 MJ1139'CENTER, 8-1/2 MILES EAST-NORTHEAST OF AUDUBON, 2-1/2 MILES SOUTHEAST
 MJ1139'OF VIOLA CENTER AND ON PROPERTY OCCUPIED BY MR. HENRY KERWIN.
 MJ1139'
 MJ1139'THE STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK
 MJ1139'STAMPED VIOLA RM A 1968, SET IN THE TOP OF A ROUND CONCRETE
 MJ1139'MONUMENT THAT IS 12 INCHES IN DIAMETER AND 18 INCHES BELOW THE
 MJ1139'GROUND SURFACE.  IT IS 91 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 MJ1139'POST WITH SIGN ATTACHED AND 38 FEET EAST OF A NORTH-SOUTH
 MJ1139'FENCE.
 MJ1139'
 MJ1139'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION VIOLA 1930
 MJ1139'AND THE DISTANCE, REDUCED TO SEA LEVEL, AND THE DIRECTION ARE
 MJ1139'NOTED.
 MJ1139'
 MJ1139'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 MJ1139'TRIANGULATION STATION VIOLA 1930.
 MJ1139
 MJ1139                          STATION RECOVERY (1969)
 MJ1139
 MJ1139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 MJ1139'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 MJ1139'
 MJ1139'NOTE--THE ABOVE TRAVERSE DISTANCE WAS CORRECTED TO SEA LEVEL.
 MJ1139'
 MJ1139'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MJ1139'2-1/2 MILES SOUTHEAST OF VIOLA CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0777 ***********************************************************************
 NJ0777  DESIGNATION -  VOEHL
 NJ0777  PID         -  NJ0777
 NJ0777  STATE/COUNTY-  IA/BENTON
 NJ0777  USGS QUAD   -  CENTER POINT SW (1968)
 NJ0777
 NJ0777                         *CURRENT SURVEY CONTROL
 NJ0777  ___________________________________________________________________
 NJ0777* NAD 83(1996)-  42 03 11.61979(N)    091 54 03.86018(W)     ADJUSTED  
 NJ0777* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 NJ0777  ___________________________________________________________________
 NJ0777  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 NJ0777  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 NJ0777
 NJ0777  HORZ ORDER  -  FIRST
 NJ0777
 NJ0777.The horizontal coordinates were established by classical geodetic methods
 NJ0777.and adjusted by the National Geodetic Survey in May 1999..
 NJ0777
 NJ0777.The orthometric height was scaled from a topographic map.
 NJ0777
 NJ0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0777
 NJ0777.The geoid height was determined by GEOID03.
 NJ0777
 NJ0777;                    North         East     Units Scale Factor Converg.
 NJ0777;SPC IA N     - 1,062,702.347 1,632,354.359   MT  1.00000247   +1 05 01.2
 NJ0777;UTM  15      - 4,656,270.230   590,935.279   MT  0.99970175   +0 44 10.1
 NJ0777
 NJ0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0777!SPC IA N     -   0.99996088  x   1.00000247  =   0.99996335
 NJ0777!UTM  15      -   0.99996088  x   0.99970175  =   0.99966264
 NJ0777
 NJ0777|---------------------------------------------------------------------|
 NJ0777| PID    Reference Object                     Distance      Geod. Az  |
 NJ0777|                                                           dddmmss.s |
 NJ0777| CI7280 VOEHL RM 1                           28.261 METERS 16924     |
 NJ0777| CI7279 VOEHL AZ MK                                        2451624.7 |
 NJ0777| NK0547 ST JOHNS EVAN LUTH CH SPIRE         APPROX. 9.7 KM 2484220.8 |
 NJ0777| NK0549 VAN HORNE MUNICIPAL TANK            APPROX.16.4 KM 2521130.0 |
 NJ0777| NK0548 VAN HORNE                           APPROX.17.8 KM 2655614.3 |
 NJ0777| CI7281 VOEHL RM 2                           22.976 METERS 30640     |
 NJ0777| NK0541 VINTON IOWA RR AND LT CORP STK      APPROX.15.8 KM 3212021.2 |
 NJ0777| NK0539 VINTON BENTON CO CTHSE DOME         APPROX.16.3 KM 3213604.4 |
 NJ0777|---------------------------------------------------------------------|
 NJ0777
 NJ0777                          SUPERSEDED SURVEY CONTROL
 NJ0777
 NJ0777  NAD 83(1986)-  42 03 11.61795(N)    091 54 03.86403(W) AD(       ) 1
 NJ0777  NAD 27      -  42 03 11.62900(N)    091 54 03.20900(W) AD(       ) 1
 NJ0777
 NJ0777.Superseded values are not recommended for survey control.
 NJ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0777.See file dsdata.txt to determine how the superseded data were derived.
 NJ0777
 NJ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG9093556270(NAD 83)
 NJ0777_MARKER: DS = TRIANGULATION STATION DISK
 NJ0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0777_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NJ0777
 NJ0777  HISTORY     - Date     Condition        Report By
 NJ0777  HISTORY     - 1934     MONUMENTED       CGS
 NJ0777  HISTORY     - 1960     GOOD             CGS
 NJ0777
 NJ0777                          STATION DESCRIPTION
 NJ0777
 NJ0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0777'STATION IS ABOUT 5.25 MILES SSW OF SHELLSBURG, BY ROAD, AND
 NJ0777'4 MILES NW OF ATKINS, IN THE SE 1/4 SEC. 28, T 84 N, R 9 W, ON
 NJ0777'LAND OWNED BY W.M. VOEHL AND OCCUPIED BY M.H. RINDERKNECHT.
 NJ0777'THE STATION MARK IS A HOG LOT, ABOUT 0.1 MILE N OF FARMHOUSE.
 NJ0777'61 FEET N OF THE NE CORNER OF HOG HOUSE.  55 FEET S OF A TWIN
 NJ0777'ASH TREE, AND IS BELOW THE SURFACE 20 INCHES.
 NJ0777'
 NJ0777'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NJ0777'BRONZE DISKS, SET IN CONCRETE.
 NJ0777'
 NJ0777'REFERENCE MARK NO. 1 IS SSE OF THE STATION.  30 FEET S OF GATE
 NJ0777'LEADING TO HOG LOT.  30 FEET E OF THE SE CORNER OF HOG HOUSE.
 NJ0777'1 FOOT E OF FENCE LINE, AND PROJECTS 6 INCHES.
 NJ0777'
 NJ0777'REFERENCE MARK NO. 2 IS NW OF THE STATION.  1 FOOT N OF FENCE
 NJ0777'LINE.  60 FEET W OF TWIN ASH TREE, AND PROJECTS 3 INCHES.
 NJ0777'
 NJ0777'THE AZIMUTH MARK IS WSW OF THE STATION.  0.25 MILE W OF CROSSROADS
 NJ0777'WHICH ARE JUST SW OF THE STATION.  22 FEET S OF THE CENTER
 NJ0777'LINE OF ROAD.  1 FOOT N OF FENCE LINE, AND PROJECTS 4 INCHES.
 NJ0777'
 NJ0777'TO REACH FROM SHELLSBURG, GO S ON COUNTY ROUTE M FOR 2.0 MILES
 NJ0777'TO CROSSROADS, THENCE W 2.3 MILES TO GRAVEL CROSSROADS.  THEN S
 NJ0777'ON GRAVEL 0.35 MILE TO T-ROAD, THENCE SE ON DIRT ROAD 0.6
 NJ0777'MILE TO SIDE ROAD LEADING S, THENCE S 0.5 MILE TO DIRT CROSSROADS,
 NJ0777'THENCE E 0.1 MILE TO RINDERKNECHTS DRIVEWAY ON N.  GO 0.1 MILE
 NJ0777'N ON DRIVE TO GATE INTO BARN LOT, THENCE NNE THROUGH BARN LOT
 NJ0777'TO HOG HOUSE AND STATION.
 NJ0777'
 NJ0777'ALL LIGHTS CAME INTO VIEW AT 55 FEET.
 NJ0777
 NJ0777                          STATION RECOVERY (1960)
 NJ0777
 NJ0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 NJ0777'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 NJ0777'GOOD CONDITION.  THE AZIMUTH MARK HAS EVIDENTLY BEEN DESTROYED BY
 NJ0777'NEW ROAD CONSTRUCTION.  THERE IS A NEW ROAD BEING BUILT IN
 NJ0777'THE NEAR VICINITY OF WHERE THE AZIMUTH MARK SHOULD BE AND A
 NJ0777'THIRTY MINUTE SEARCH BY THREE MEN FAILED TO LOCATE THE AZIMUTH
 NJ0777'MARK.
 NJ0777'
 NJ0777'THE DISTANCES TO AND THE ANGLE BETWEEN THE TWO REFERENCE MARKS
 NJ0777'WAS MEASURED AND FOUND TO BE AS PUBLISHED.
 NJ0777'
 NJ0777'THE PUBLISHED DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0831 ***********************************************************************
 ON0831  DESIGNATION -  VOLNEY
 ON0831  PID         -  ON0831
 ON0831  STATE/COUNTY-  IA/ALLAMAKEE
 ON0831  USGS QUAD   -  GIARD (1971)
 ON0831
 ON0831                         *CURRENT SURVEY CONTROL
 ON0831  ___________________________________________________________________
 ON0831* NAD 83(1996)-  43 07 14.27808(N)    091 22 26.05465(W)     ADJUSTED  
 ON0831* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 ON0831  ___________________________________________________________________
 ON0831  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 ON0831  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 ON0831
 ON0831  HORZ ORDER  -  THIRD
 ON0831
 ON0831.The horizontal coordinates were established by classical geodetic methods
 ON0831.and adjusted by the National Geodetic Survey in May 1999..
 ON0831
 ON0831.The orthometric height was scaled from a topographic map.
 ON0831
 ON0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0831
 ON0831.The geoid height was determined by GEOID03.
 ON0831
 ON0831;                    North         East     Units Scale Factor Converg.
 ON0831;SPC IA N     - 1,182,193.939 1,673,002.091   MT  0.99997658   +1 26 27.4
 ON0831;SPC WI S     -   125,412.454   488,201.212   MT  0.99994448   -0 56 38.5
 ON0831;SPC WI S     -   411,457.36  1,601,706.81   sFT  0.99994448   -0 56 38.5
 ON0831;UTM  15      - 4,775,494.271   632,282.010   MT  0.99981526   +1 06 42.0
 ON0831
 ON0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0831!SPC IA N     -   0.99995234  x   0.99997658  =   0.99992892
 ON0831!SPC WI S     -   0.99995234  x   0.99994448  =   0.99989682
 ON0831!UTM  15      -   0.99995234  x   0.99981526  =   0.99976761
 ON0831
 ON0831|---------------------------------------------------------------------|
 ON0831| PID    Reference Object                     Distance      Geod. Az  |
 ON0831|                                                           dddmmss.s |
 ON0831| CI7283 VOLNEY RM 1                          13.037 METERS 02224     |
 ON0831| CI7284 VOLNEY RM 2                          18.694 METERS 11451     |
 ON0831| CI7282 VOLNEY AZ MK                                       3572344.8 |
 ON0831|---------------------------------------------------------------------|
 ON0831
 ON0831                          SUPERSEDED SURVEY CONTROL
 ON0831
 ON0831  NAD 83(1996)-  43 07 14.27805(N)    091 22 26.05456(W) AD(       ) 3
 ON0831  NAD 83(1986)-  43 07 14.26886(N)    091 22 26.05438(W) AD(       ) 3
 ON0831  NAD 27      -  43 07 14.33850(N)    091 22 25.56160(W) AD(       ) 3
 ON0831
 ON0831.Superseded values are not recommended for survey control.
 ON0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0831.See file dsdata.txt to determine how the superseded data were derived.
 ON0831
 ON0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH3228275494(NAD 83)
 ON0831_MARKER: DS = TRIANGULATION STATION DISK
 ON0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0831
 ON0831  HISTORY     - Date     Condition        Report By
 ON0831  HISTORY     - 1961     MONUMENTED       CGS
 ON0831
 ON0831                          STATION DESCRIPTION
 ON0831
 ON0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0831'THE STATION IS ABOUT 5 MILES NORTHEAST OF MONONA, ABOUT 4-3/4
 ON0831'MILES SOUTH OF ROSSVILLE, ABOUT 3/4 MILE SOUTH OF THE VILLAGE OF
 ON0831'VOLNEY, IN THE NORTHEAST 1/4 OF SEC. 24, T. 96 N., R. 5 W., AND
 ON0831'ON ROAD RIGHT-OF-WAY.  IT IS 108 FEET NORTH OF THE CENTER OF
 ON0831'A FIELD ENTRANCE, 58 FEET SOUTH OF A T-FENCE CORNER, 54 FEET
 ON0831'SOUTH OF A TELEPHONE POLE, 30 FEET WEST OF THE CENTERLINE OF
 ON0831'A GRAVELED ROAD, 4 FEET NORTHEAST OF A WITNESS POST, AND 2 FEET
 ON0831'EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE
 ON0831'DISK IS STAMPED VOLNEY 1961.
 ON0831'
 ON0831'TO REACH FROM THE INTERSECTION OF NORTH MAIN AND EAST CENTER
 ON0831'STREETS IN MONONA, GO NORTH ON MAIN STREET FOR 0.4 MILE TO THE
 ON0831'END OF THE PAVEMENT.  CONTINUE NORTH ON A GRAVELED ROAD FOR
 ON0831'2.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST AND
 ON0831'NORTHEASTERLY ON A GRAVELED ROAD FOR 2.5 MILES TO A DRIVEWAY
 ON0831'LEFT.  CONTINUE NORTH ON THE GRAVELED ROAD GOR 0.1 MILE TO THE
 ON0831'STATION ON THE LEFT.
 ON0831'
 ON0831'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 ON0831'THE GRAVELED ROAD FOR 0.8 MILE TO A SIDE ROAD LEFT AND A CONCRETE
 ON0831'BRIDGE ON THE LEFT.  TURN LEFT CROSSING THE BRIDGE FOR 0.05 MILE
 ON0831'TO A T-ROAD.  TURN LEFT AND GO WESTERLY ON A GRAVELED ROAD FOR
 ON0831'0.4 MILES TO A T-ROAD JUST AFTER PASSING A CHURCH ON THE RIGHT.
 ON0831'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.8 MILE TO A
 ON0831'FIELD ENTRANCE ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT.
 ON0831'
 ON0831'REFERENCE MARK 1 IS 29 FEET WEST OF THE CENTERLINE OF THE
 ON0831'GRAVELED ROAD, 16 FEET SOUTH OF THE T-FENCE CORNER, 11 FEET
 ON0831'SOUTH OF THE TELEPHONE POLE, AND 2 FEET EAST OF THE WIRE FENCE.
 ON0831'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED VOLNEY
 ON0831'NO 1 1961.
 ON0831'
 ON0831'REFERENCE MARK 2 IS 83 FEET SOUTH OF A POWER POLE WITH A GUY
 ON0831'WIRE, 31 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, AND
 ON0831'2 FEET WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES
 ON0831'AND THE DISK IS STAMPED VOLNEY NO 2 1961.
 ON0831'
 ON0831'THE AZIMUTH MARK IS 45 FEET WEST OF THE CENTERLINE OF A GRAVELED
 ON0831'ROAD, 10 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, 2 FEET
 ON0831'SOUTH OF A WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE.
 ON0831'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED VOLNEY
 ON0831'1961.
 ON0831'
 ON0831'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0579 ***********************************************************************
 NK0579  DESIGNATION -  VOORHIES
 NK0579  PID         -  NK0579
 NK0579  STATE/COUNTY-  IA/BLACK HAWK
 NK0579  USGS QUAD   -  BUCKINGHAM (1972)
 NK0579
 NK0579                         *CURRENT SURVEY CONTROL
 NK0579  ___________________________________________________________________
 NK0579* NAD 83(1996)-  42 19 33.91317(N)    092 27 48.40221(W)     ADJUSTED  
 NK0579* NAVD 88     -       311.4    (meters)    1022.     (feet)  VERTCON   
 NK0579  ___________________________________________________________________
 NK0579  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 NK0579  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 NK0579
 NK0579  HORZ ORDER  -  SECOND
 NK0579
 NK0579.The horizontal coordinates were established by classical geodetic methods
 NK0579.and adjusted by the National Geodetic Survey in May 1999..
 NK0579
 NK0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0579
 NK0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0579
 NK0579.The geoid height was determined by GEOID03.
 NK0579
 NK0579;                    North         East     Units Scale Factor Converg.
 NK0579;SPC IA N     - 1,092,282.241 1,585,434.218   MT  0.99996304   +0 42 09.1
 NK0579;UTM  15      - 4,686,121.707   544,208.676   MT  0.99962405   +0 21 40.7
 NK0579
 NK0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0579!SPC IA N     -   0.99995609  x   0.99996304  =   0.99991914
 NK0579!UTM  15      -   0.99995609  x   0.99962405  =   0.99958016
 NK0579
 NK0579:                Primary Azimuth Mark                     Grid Az
 NK0579:SPC IA N     -  REBAR 1059                               019 34 39.8
 NK0579:UTM  15      -  REBAR 1059                               019 55 08.2
 NK0579
 NK0579|---------------------------------------------------------------------|
 NK0579| PID    Reference Object                     Distance      Geod. Az  |
 NK0579|                                                           dddmmss.s |
 NK0579| NK0578 REBAR 1059                          APPROX. 2.2 KM 0201648.9 |
 NK0579| CI7286 VOORHIES RM 2                        15.513 METERS 09432     |
 NK0579| CI7285 VOORHIES RM 1                        12.862 METERS 26343     |
 NK0579|---------------------------------------------------------------------|
 NK0579
 NK0579                          SUPERSEDED SURVEY CONTROL
 NK0579
 NK0579  NAD 83(1996)-  42 19 33.91260(N)    092 27 48.39766(W) AD(       ) 2
 NK0579  NAD 83(1986)-  42 19 33.91124(N)    092 27 48.39594(W) AD(       ) 2
 NK0579  NAD 27      -  42 19 33.95483(N)    092 27 47.70735(W) AD(       ) 2
 NK0579  NGVD 29 (07/19/86)  311.4    (m)         1022.     (f) VERT ANG       
 NK0579
 NK0579.Superseded values are not recommended for survey control.
 NK0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0579.See file dsdata.txt to determine how the superseded data were derived.
 NK0579
 NK0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG4420986122(NAD 83)
 NK0579_MARKER: DD = SURVEY DISK
 NK0579_SETTING: 0 = UNSPECIFIED SETTING
 NK0579
 NK0579  HISTORY     - Date     Condition        Report By
 NK0579  HISTORY     - 1970     MONUMENTED       USGS
 NK0579
 NK0579                          STATION DESCRIPTION
 NK0579
 NK0579'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0579'THE STATION IS ABOUT 5.5 MI S. OF HUDSON, IOWA, ABOUT 500 FT
 NK0579'E. OF THE QUARTER COR. BETWEEN SECS. 22 AND 27, T. 87 N., R. 14
 NK0579'W., NEAR THE TOP OF MOST PROMINENT RIDGE IN VICINITY.
 NK0579'
 NK0579'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 63 AND STATE
 NK0579'HWY. 175 NEAR THE S. EDGE OF HUDSON, GO S. ON U.S. HWY. 63 AND
 NK0579'ST. HWY. 175 FOR ABOUT 5 MI TO THE JCT. OF U.S. HWY. 63 AND
 NK0579'ST. HWY. 175, TURN RIGHT AND GO W. ON ST. HWY. 175 FOR 0.4 MI
 NK0579'AND STATION ON LEFT (S.) NEAR THE TOP OF MOST PROMINENT RIDGE
 NK0579'IN VICINITY.
 NK0579'
 NK0579'STATION MARK, STAMPED ET VOORHIES 1970 IS 44 FT S. AND 191 FT
 NK0579'E. OF CENTER RD. AT THE E. DRIVE OF 2 N., 6 FT N. OF
 NK0579'S. RIGHT-OF-WAY FENCE, 6 FT N. OF USGS WITNESS POST.
 NK0579'
 NK0579'REFERENCE MARK NO. 1, STAMPED VOORHIES NO 1 1970 IS 49 FT S. AND
 NK0579'149 FT E. OF CENTER RD. AT THE E. DRAIN OF TWO N., 2 FT N. OF
 NK0579'S. RIGHT-OF-WAY FENCE.
 NK0579'
 NK0579'REFERENCE MARK NO. 2, STAMPED VOORHIES NO 2 1970 IS 49 FT S. AND
 NK0579'242 FT E. OF CENTER RD. AT THE E. DRIVE OF TWO N., 2 FT N. OF
 NK0579'S. RIGHT-OF-WAY FENCE.
 NK0579'
 NK0579'ALL MARKS STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED RODS,
 NK0579'CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH GRAVEL TO
 NK0579'WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE GROUND.
 NK0579'
 NK0579'NO AZIMUTH MARK WAS SET.
 NK0579'
 NK0579'REFERENCE AZIMUTH USED - TRAER MWT, 1923.  POINT OBSERVED IS THE
 NK0579'CENTER TRAER MWT IN TRAER, LOCATED ABOUT 135 FT S. AND ABOUT 20
 NK0579'FT E. OF THE INTERSECTION OF 6TH STREET AND LYNN STREET IN
 NK0579'TRAER.  THE TANK IS SUPPORTED BY 4 STEEL LEGS, PAINTED ALUMINUM
 NK0579'WITH A RED TANK ROOF, T. 85 N., R. 14 W., IN THE SE. QUARTER
 NK0579'OF SEC. 10.
 NK0579'
 NK0579'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0572 ***********************************************************************
 MJ0572  DESIGNATION -  VV 135
 MJ0572  PID         -  MJ0572
 MJ0572  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0572  USGS QUAD   -  NEOLA (1994)
 MJ0572
 MJ0572                         *CURRENT SURVEY CONTROL
 MJ0572  ___________________________________________________________________
 MJ0572* NAD 83(1986)-  41 27 44.     (N)    095 33 11.     (W)     SCALED    
 MJ0572* NAVD 88     -       364.923  (meters)    1197.25   (feet)  ADJUSTED  
 MJ0572  ___________________________________________________________________
 MJ0572  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 MJ0572  DYNAMIC HT  -         364.763 (meters)    1196.73  (feet)  COMP
 MJ0572  MODELED GRAV-     980,176.2   (mgal)                       NAVD 88
 MJ0572
 MJ0572  VERT ORDER  -  FIRST     CLASS II
 MJ0572
 MJ0572.The horizontal coordinates were scaled from a topographic map and have
 MJ0572.an estimated accuracy of +/- 6 seconds.
 MJ0572
 MJ0572.The orthometric height was determined by differential leveling
 MJ0572.and adjusted by the National Geodetic Survey in June 1991..
 MJ0572
 MJ0572.The geoid height was determined by GEOID03.
 MJ0572
 MJ0572.The dynamic height is computed by dividing the NAVD 88
 MJ0572.geopotential number by the normal gravity value computed on the
 MJ0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0572.degrees latitude (g = 980.6199 gals.).
 MJ0572
 MJ0572.The modeled gravity was interpolated from observed gravity values.
 MJ0572
 MJ0572;                    North         East    Units  Estimated Accuracy
 MJ0572;SPC IA S     -   164,400.      328,500.      MT  (+/- 180 meters Scaled)
 MJ0572
 MJ0572                          SUPERSEDED SURVEY CONTROL
 MJ0572
 MJ0572  NGVD 29 (??/??/92)  364.805  (m)         1196.86   (f) ADJ UNCH    1 2
 MJ0572
 MJ0572.Superseded values are not recommended for survey control.
 MJ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0572.See file dsdata.txt to determine how the superseded data were derived.
 MJ0572
 MJ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF867932(NAD 83)
 MJ0572_MARKER: DB = BENCH MARK DISK
 MJ0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0572_SP_SET: CULVERT
 MJ0572_STAMPING: VV 135 1948
 MJ0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0572
 MJ0572  HISTORY     - Date     Condition        Report By
 MJ0572  HISTORY     - 1948     MONUMENTED       CGS
 MJ0572
 MJ0572                          STATION DESCRIPTION
 MJ0572
 MJ0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0572'0.6 MI W FROM MINDEN.
 MJ0572'0.65 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MJ0572'FROM THE STATION AT MINDEN, SET IN THE TOP OF THE NORTH STONE
 MJ0572'HEADWALL FOR A STONE ARCHED CULVERT UNDER THE RAILWAY, 4 1/2
 MJ0572'RAILS WEST OF SEMAPHORE SIGNAL 4744, ABOUT 20.0 FEET LOWER
 MJ0572'THAN THE TRACK, 40.3 FEET SOUTH OF THE WEST END OF THE SOUTH
 MJ0572'HEADWALL OF A LARGE CONCRETE BOX CULVERT UNDER STATE HIGHWAY 64,
 MJ0572'1.5 FEET EAST OF THE WEST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0934 ***********************************************************************
 LF0934  DESIGNATION -  VV 158
 LF0934  PID         -  LF0934
 LF0934  STATE/COUNTY-  IA/FREMONT
 LF0934  USGS QUAD   -  TABOR (1957)
 LF0934
 LF0934                         *CURRENT SURVEY CONTROL
 LF0934  ___________________________________________________________________
 LF0934* NAD 83(1986)-  40 52 50.     (N)    095 43 09.     (W)     SCALED    
 LF0934* NAVD 88     -       326.595  (meters)    1071.50   (feet)  ADJUSTED  
 LF0934  ___________________________________________________________________
 LF0934  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 LF0934  DYNAMIC HT  -         326.442 (meters)    1071.00  (feet)  COMP
 LF0934  MODELED GRAV-     980,147.0   (mgal)                       NAVD 88
 LF0934
 LF0934  VERT ORDER  -  SECOND    CLASS 0
 LF0934
 LF0934.The horizontal coordinates were scaled from a topographic map and have
 LF0934.an estimated accuracy of +/- 6 seconds.
 LF0934
 LF0934.The orthometric height was determined by differential leveling
 LF0934.and adjusted by the National Geodetic Survey in June 1991..
 LF0934
 LF0934.The geoid height was determined by GEOID03.
 LF0934
 LF0934.The dynamic height is computed by dividing the NAVD 88
 LF0934.geopotential number by the normal gravity value computed on the
 LF0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0934.degrees latitude (g = 980.6199 gals.).
 LF0934
 LF0934.The modeled gravity was interpolated from observed gravity values.
 LF0934
 LF0934;                    North         East    Units  Estimated Accuracy
 LF0934;SPC IA S     -   100,170.      312,980.      MT  (+/- 180 meters Scaled)
 LF0934
 LF0934                          SUPERSEDED SURVEY CONTROL
 LF0934
 LF0934  NGVD 29 (??/??/92)  326.505  (m)         1071.21   (f) ADJ UNCH    2 0
 LF0934
 LF0934.Superseded values are not recommended for survey control.
 LF0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0934.See file dsdata.txt to determine how the superseded data were derived.
 LF0934
 LF0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF708290(NAD 83)
 LF0934_MARKER: DB = BENCH MARK DISK
 LF0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0934_STAMPING: VV 158 1949
 LF0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0934+STABILITY: SURFACE MOTION
 LF0934
 LF0934  HISTORY     - Date     Condition        Report By
 LF0934  HISTORY     - 1949     MONUMENTED       CGS
 LF0934  HISTORY     - 1950     GOOD             NGS
 LF0934  HISTORY     - 1950     GOOD             NGS
 LF0934
 LF0934                          STATION DESCRIPTION
 LF0934
 LF0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF0934'4.6 MI SE FROM BARTLETT.
 LF0934'0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0934'FROM THE STATION AT BARTLETT, THENCE 1.95 MILES EAST ALONG A
 LF0934'GRAVELED ROAD, THENCE 0.7 MILE SOUTHEAST ALONG A GRAVELED ROAD,
 LF0934'THENCE 1.85 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 64 FEET
 LF0934'SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED CHURCH, 49
 LF0934'YARDS NORTH OF A WOODEN BRIDGE, 25 FEET WEST OF THE CENTER
 LF0934'LINE OF A PRIVATE DRIVEWAY, 21 FEET SOUTH OF THE CENTER LINE
 LF0934'OF THE DIRT ROAD, 16 FEET WEST OF A GATE POST, 1.6 FEET EAST
 LF0934'OF A WITNESS POST, 1.0 FOOT SOUTH OF A FENCE, AND SET IN
 LF0934'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 LF0934
 LF0934                          STATION RECOVERY (1950)
 LF0934
 LF0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0009 ***********************************************************************
 NL0009  DESIGNATION -  W 1
 NL0009  PID         -  NL0009
 NL0009  STATE/COUNTY-  IA/KOSSUTH
 NL0009  USGS QUAD   -  ST JOSEPH (1972)
 NL0009
 NL0009                         *CURRENT SURVEY CONTROL
 NL0009  ___________________________________________________________________
 NL0009* NAD 83(1986)-  42 57 34.     (N)    094 07 54.     (W)     SCALED    
 NL0009* NAVD 88     -       352.803  (meters)    1157.49   (feet)  ADJUSTED  
 NL0009  ___________________________________________________________________
 NL0009  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 NL0009  DYNAMIC HT  -         352.690 (meters)    1157.12  (feet)  COMP
 NL0009  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 NL0009
 NL0009  VERT ORDER  -  FIRST     CLASS II
 NL0009
 NL0009.The horizontal coordinates were scaled from a topographic map and have
 NL0009.an estimated accuracy of +/- 6 seconds.
 NL0009
 NL0009.The orthometric height was determined by differential leveling
 NL0009.and adjusted by the National Geodetic Survey in June 1991..
 NL0009
 NL0009.The geoid height was determined by GEOID03.
 NL0009
 NL0009.The dynamic height is computed by dividing the NAVD 88
 NL0009.geopotential number by the normal gravity value computed on the
 NL0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0009.degrees latitude (g = 980.6199 gals.).
 NL0009
 NL0009.The modeled gravity was interpolated from observed gravity values.
 NL0009
 NL0009;                    North         East    Units  Estimated Accuracy
 NL0009;SPC IA N     - 1,162,310.    1,448,460.      MT  (+/- 180 meters Scaled)
 NL0009
 NL0009                          SUPERSEDED SURVEY CONTROL
 NL0009
 NL0009  NGVD 29 (??/??/92)  352.741  (m)         1157.28   (f) ADJ UNCH    1 2
 NL0009
 NL0009.Superseded values are not recommended for survey control.
 NL0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0009.See file dsdata.txt to determine how the superseded data were derived.
 NL0009
 NL0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH076569(NAD 83)
 NL0009_MARKER: DB = BENCH MARK DISK
 NL0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0009_STAMPING: 1157.284 W 1 1930
 NL0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0009+STABILITY: SURFACE MOTION
 NL0009
 NL0009  HISTORY     - Date     Condition        Report By
 NL0009  HISTORY     - 1930     MONUMENTED       CGS
 NL0009  HISTORY     - 1934     GOOD             NGS
 NL0009  HISTORY     - 1972     MARK NOT FOUND   USGS
 NL0009
 NL0009                          STATION DESCRIPTION
 NL0009
 NL0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0009'3 MI NW FROM LUVERNE.
 NL0009'3.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0009'FROM LUVERNE, KOSSUTH COUNTY, 1/4 MILE NORTHWEST OF MILEPOST 122,
 NL0009'55 FEET EAST OF CULVERT 754, 46 FEET NORTHEAST OF THE CENTERLINE
 NL0009'OF THE TRACK, AND AT A FENCE LINE.  A STANDARD DISK, STAMPED
 NL0009'1157.284 W 1 1930 AND SET IN THE TOP OF A CONCRETE POST.
 NL0009
 NL0009                          STATION RECOVERY (1972)
 NL0009
 NL0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NL0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0105 ***********************************************************************
 NK0105  DESIGNATION -  W 10
 NK0105  PID         -  NK0105
 NK0105  STATE/COUNTY-  IA/MARSHALL
 NK0105  USGS QUAD   -  LE GRAND (1978)
 NK0105
 NK0105                         *CURRENT SURVEY CONTROL
 NK0105  ___________________________________________________________________
 NK0105* NAD 83(1986)-  42 06 06.     (N)    092 49 07.     (W)     SCALED    
 NK0105* NAVD 88     -       304.624  (meters)     999.42   (feet)  ADJUSTED  
 NK0105  ___________________________________________________________________
 NK0105  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 NK0105  DYNAMIC HT  -         304.509 (meters)     999.04  (feet)  COMP
 NK0105  MODELED GRAV-     980,236.3   (mgal)                       NAVD 88
 NK0105
 NK0105  VERT ORDER  -  FIRST     CLASS II
 NK0105
 NK0105.The horizontal coordinates were scaled from a topographic map and have
 NK0105.an estimated accuracy of +/- 6 seconds.
 NK0105
 NK0105.The orthometric height was determined by differential leveling
 NK0105.and adjusted by the National Geodetic Survey in June 1991..
 NK0105
 NK0105.The geoid height was determined by GEOID03.
 NK0105
 NK0105.The dynamic height is computed by dividing the NAVD 88
 NK0105.geopotential number by the normal gravity value computed on the
 NK0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0105.degrees latitude (g = 980.6199 gals.).
 NK0105
 NK0105.The modeled gravity was interpolated from observed gravity values.
 NK0105
 NK0105;                    North         East    Units  Estimated Accuracy
 NK0105;SPC IA N     - 1,067,060.    1,556,360.      MT  (+/- 180 meters Scaled)
 NK0105
 NK0105                          SUPERSEDED SURVEY CONTROL
 NK0105
 NK0105  NGVD 29 (??/??/92)  304.605  (m)          999.36   (f) ADJ UNCH    1 2
 NK0105
 NK0105.Superseded values are not recommended for survey control.
 NK0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0105.See file dsdata.txt to determine how the superseded data were derived.
 NK0105
 NK0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG149610(NAD 83)
 NK0105_MARKER: DB = BENCH MARK DISK
 NK0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0105_STAMPING: W 10 1933
 NK0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0105+STABILITY: SURFACE MOTION
 NK0105
 NK0105  HISTORY     - Date     Condition        Report By
 NK0105  HISTORY     - 1933     MONUMENTED       CGS
 NK0105  HISTORY     - 1934     GOOD             NGS
 NK0105
 NK0105                          STATION DESCRIPTION
 NK0105
 NK0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0105'AT GREEN MOUNTAIN.
 NK0105'AT GREEN MOUNTAIN, MARSHALL COUNTY, 375 FEET NORTH OF THE NORTH
 NK0105'END OF THE CHICAGO GREAT WESTERN RAILROAD STATION, AT POLE
 NK0105'311+28, 60 FEET SOUTH OF THE CENTER OF A ROAD CROSSING, AT THE
 NK0105'NORTHERNMOST ELEVATOR OF THE FARMERS ELEVATOR CO., 3 FEET SOUTH
 NK0105'OF THE SOUTH FACE, AND 26 FEET NORTHWEST OF THE CENTERLINE OF
 NK0105'THE MAIN TRACK.  A STANDARD DISK, STAMPED W 10 1933 AND SET IN
 NK0105'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1465 ***********************************************************************
 MJ1465  CBN         -  This is a Cooperative Base Network Control Station.
 MJ1465  DESIGNATION -  W 100 RESET
 MJ1465  PID         -  MJ1465
 MJ1465  STATE/COUNTY-  IA/AUDUBON
 MJ1465  USGS QUAD   -  GARDNER (1983)
 MJ1465
 MJ1465                         *CURRENT SURVEY CONTROL
 MJ1465  ___________________________________________________________________
 MJ1465* NAD 83(1996)-  41 40 27.79637(N)    094 50 42.42357(W)     ADJUSTED  
 MJ1465* NAVD 88     -       425.02   (meters)    1394.4    (feet)  RESET     
 MJ1465  ___________________________________________________________________
 MJ1465  X           -    -403,006.008 (meters)                     COMP
 MJ1465  Y           -  -4,754,369.042 (meters)                     COMP
 MJ1465  Z           -   4,218,923.057 (meters)                     COMP
 MJ1465  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 MJ1465  ELLIP HEIGHT-         397.43  (meters)          (06/15/04) GPS OBS
 MJ1465  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 MJ1465
 MJ1465  HORZ ORDER  -  B
 MJ1465  VERT ORDER  -  THIRD
 MJ1465  ELLP ORDER  -  FOURTH    CLASS I
 MJ1465
 MJ1465.The horizontal coordinates were established by GPS observations
 MJ1465.and adjusted by the National Geodetic Survey in August 1997..
 MJ1465
 MJ1465.The orthometric height was computed from unverified reset data.
 MJ1465
 MJ1465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1465
 MJ1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1465
 MJ1465.The ellipsoidal height was determined by GPS observations
 MJ1465.and is referenced to NAD 83.
 MJ1465
 MJ1465.The geoid height was determined by GEOID03.
 MJ1465
 MJ1465;                    North         East     Units Scale Factor Converg.
 MJ1465;SPC IA S     -   186,808.790   387,996.073   MT  0.99998247   -0 53 09.7
 MJ1465;UTM  15      - 4,615,269.521   346,412.082   MT  0.99989029   -1 13 37.4
 MJ1465
 MJ1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1465!SPC IA S     -   0.99993767  x   0.99998247  =   0.99992014
 MJ1465!UTM  15      -   0.99993767  x   0.99989029  =   0.99982796
 MJ1465
 MJ1465                          SUPERSEDED SURVEY CONTROL
 MJ1465
 MJ1465  ELLIP H (08/25/97)  397.48   (m)                       GP(       ) 4 1
 MJ1465  NGVD 29 (05/12/04)  424.95   (m)         1394.2    (f) RESET       3  
 MJ1465
 MJ1465.Superseded values are not recommended for survey control.
 MJ1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1465.See file dsdata.txt to determine how the superseded data were derived.
 MJ1465
 MJ1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG4641215270(NAD 83)
 MJ1465_MARKER: DB = BENCH MARK DISK
 MJ1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1465_SP_SET: CONCRETE POST
 MJ1465_STAMPING: W 100 RESET 1977
 MJ1465_MARK LOGO: CGS   
 MJ1465_PROJECTION: RECESSED 7 CENTIMETERS
 MJ1465_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1465+STABILITY: SURFACE MOTION
 MJ1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1465+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 MJ1465
 MJ1465  HISTORY     - Date     Condition        Report By
 MJ1465  HISTORY     - 1977     MONUMENTED       IAHD
 MJ1465  HISTORY     - 19960328 GOOD             IADT
 MJ1465  HISTORY     - 20040328 GOOD             JCLS
 MJ1465
 MJ1465                          STATION DESCRIPTION
 MJ1465
 MJ1465'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1977
 MJ1465'5.3 KM (3.30 MI) EAST FROM HAMLIN.
 MJ1465'5.31 KM (3.30 MI) EAST ALONG STATE HIGHWAY 44 FROM THE JUNCTION WITH
 MJ1465'U.S. HIGHWAY 71, IN HAMLIN, TO THE MARK ON THE LEFT, AT HIGHWAY
 MJ1465'STATION 173+00, 37.5 M (123.0 FT) NORTH FROM THE CENTERLINE OF THE
 MJ1465'HIGHWAY, 30.02 M (98.5 FT) EAST OF A POWERLINE POLE, 0.55 M (1.8 FT)
 MJ1465'SOUTH OF A FENCE.
 MJ1465'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 MJ1465'THE MARK IS 1.8 M ABOVE HIGHWAY.
 MJ1465
 MJ1465                          STATION RECOVERY (1996)
 MJ1465
 MJ1465'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996
 MJ1465'RECOVERED AS DESCRIBED BY IOWA DEPARTMENT OF TRANSPORTATION IN GOOD
 MJ1465'CONDITION IN 1996.  LOCATED IN THE SOUTHEAST 1/4 OF SECTION 6, T 79 N,
 MJ1465'R 34 W.  A PINK STATE HARN SURVEY SIGN WAS SET 0.6 M (2.0 FT) WEST OF
 MJ1465'THE MONUMENT.
 MJ1465
 MJ1465                          STATION RECOVERY (2004)
 MJ1465
 MJ1465'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 MJ1465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0098 ***********************************************************************
 NL0098  DESIGNATION -  W 101
 NL0098  PID         -  NL0098
 NL0098  STATE/COUNTY-  IA/GREENE
 NL0098  USGS QUAD   -  JEFFERSON WEST (1986)
 NL0098
 NL0098                         *CURRENT SURVEY CONTROL
 NL0098  ___________________________________________________________________
 NL0098* NAD 83(1986)-  42 04 31.     (N)    094 26 39.     (W)     SCALED    
 NL0098* NAVD 88     -       326.756  (meters)    1072.03   (feet)  ADJUSTED  
 NL0098  ___________________________________________________________________
 NL0098  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 NL0098  DYNAMIC HT  -         326.661 (meters)    1071.72  (feet)  COMP
 NL0098  MODELED GRAV-     980,320.0   (mgal)                       NAVD 88
 NL0098
 NL0098  VERT ORDER  -  SECOND    CLASS 0
 NL0098
 NL0098.The horizontal coordinates were scaled from a topographic map and have
 NL0098.an estimated accuracy of +/- 6 seconds.
 NL0098
 NL0098.The orthometric height was determined by differential leveling
 NL0098.and adjusted by the National Geodetic Survey in June 1991..
 NL0098
 NL0098.The geoid height was determined by GEOID03.
 NL0098
 NL0098.The dynamic height is computed by dividing the NAVD 88
 NL0098.geopotential number by the normal gravity value computed on the
 NL0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0098.degrees latitude (g = 980.6199 gals.).
 NL0098
 NL0098.The modeled gravity was interpolated from observed gravity values.
 NL0098
 NL0098;                    North         East    Units  Estimated Accuracy
 NL0098;SPC IA N     - 1,064,340.    1,421,870.      MT  (+/- 180 meters Scaled)
 NL0098
 NL0098                          SUPERSEDED SURVEY CONTROL
 NL0098
 NL0098  NGVD 29 (??/??/92)  326.722  (m)         1071.92   (f) ADJ UNCH    2 0
 NL0098
 NL0098.Superseded values are not recommended for survey control.
 NL0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0098.See file dsdata.txt to determine how the superseded data were derived.
 NL0098
 NL0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG805591(NAD 83)
 NL0098_MARKER: DB = BENCH MARK DISK
 NL0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0098_SP_SET: CULVERT
 NL0098_STAMPING: W 101 1935
 NL0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0098+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2004
 NL0098
 NL0098  HISTORY     - Date     Condition        Report By
 NL0098  HISTORY     - 1935     MONUMENTED       CGS
 NL0098  HISTORY     - 20040219 GOOD             IADT
 NL0098
 NL0098                          STATION DESCRIPTION
 NL0098
 NL0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0098'AT FARLIN.
 NL0098'AT FARLIN, GREENE COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 NL0098'AND PACIFIC RAILROAD, 5 POLES SOUTHEAST OF THE STATION, 66
 NL0098'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AT A CULVERT
 NL0098'UNDER A COUNTY ROAD, AND IN THE CENTER OF THE TOP OF THE NORTHEAST
 NL0098'CONCRETE HEADWALL.  A STANDARD DISK, STAMPED W 101 1935.
 NL0098
 NL0098                          STATION RECOVERY (2004)
 NL0098
 NL0098'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2004 (NMM)
 NL0098'AT FARLIN, GREENE COUNTY, ON THE OBLITERATED CHICAGO, MILWAUKEE, ST.
 NL0098'PAUL AND PACIFIC RAILROAD, AT A CULVERT UNDER A COUNTY ROAD LEADING
 NL0098'SOUTHEAST OUT OF FARLIN, APPROXIMATELY 150' SOUTHEAST OF A FORK IN THE
 NL0098'ROAD AT THE SOUTHEAST CORNER OF FARLIN AND IN THE CENTER OF THE TOP OF
 NL0098'THE EXPOSED NORTHEAST HEADWALL. A STANDARD DISK STAMPED W 101 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0058 ***********************************************************************
 MJ0058  DESIGNATION -  W 102
 MJ0058  PID         -  MJ0058
 MJ0058  STATE/COUNTY-  IA/GUTHRIE
 MJ0058  USGS QUAD   -  MENLO (1982)
 MJ0058
 MJ0058                         *CURRENT SURVEY CONTROL
 MJ0058  ___________________________________________________________________
 MJ0058* NAD 83(1986)-  41 36 43.     (N)    094 24 51.     (W)     SCALED    
 MJ0058* NAVD 88     -       341.960  (meters)    1121.91   (feet)  ADJUSTED  
 MJ0058  ___________________________________________________________________
 MJ0058  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 MJ0058  DYNAMIC HT  -         341.838 (meters)    1121.51  (feet)  COMP
 MJ0058  MODELED GRAV-     980,255.2   (mgal)                       NAVD 88
 MJ0058
 MJ0058  VERT ORDER  -  SECOND    CLASS 0
 MJ0058
 MJ0058.The horizontal coordinates were scaled from a topographic map and have
 MJ0058.an estimated accuracy of +/- 6 seconds.
 MJ0058
 MJ0058.The orthometric height was determined by differential leveling
 MJ0058.and adjusted by the National Geodetic Survey in June 1991..
 MJ0058
 MJ0058.The geoid height was determined by GEOID03.
 MJ0058
 MJ0058.The dynamic height is computed by dividing the NAVD 88
 MJ0058.geopotential number by the normal gravity value computed on the
 MJ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0058.degrees latitude (g = 980.6199 gals.).
 MJ0058
 MJ0058.The modeled gravity was interpolated from observed gravity values.
 MJ0058
 MJ0058;                    North         East    Units  Estimated Accuracy
 MJ0058;SPC IA S     -   179,410.      423,810.      MT  (+/- 180 meters Scaled)
 MJ0058
 MJ0058                          SUPERSEDED SURVEY CONTROL
 MJ0058
 MJ0058  NGVD 29 (??/??/92)  341.913  (m)         1121.76   (f) ADJ UNCH    2 0
 MJ0058
 MJ0058.Superseded values are not recommended for survey control.
 MJ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0058.See file dsdata.txt to determine how the superseded data were derived.
 MJ0058
 MJ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG821076(NAD 83)
 MJ0058_MARKER: DB = BENCH MARK DISK
 MJ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0058_STAMPING: W 102 1935
 MJ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0058+STABILITY: SURFACE MOTION
 MJ0058
 MJ0058  HISTORY     - Date     Condition        Report By
 MJ0058  HISTORY     - 1935     MONUMENTED       CGS
 MJ0058
 MJ0058                          STATION DESCRIPTION
 MJ0058
 MJ0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0058'1.6 MI N FROM GLENDON.
 MJ0058'1.6 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0058'RAILROAD FROM THE STATION AT GLENDON, 6 POLES NORTH OF MILEPOST
 MJ0058'411, AT A ROAD CROSSING, 25 FEET WEST OF THE CENTERLINE OF THE
 MJ0058'TRACK, 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 33 FEET
 MJ0058'NORTHEAST OF A FENCE CORNER, AND 2 FEET HIGHER THAN THE TRACK.
 MJ0058'A STANDARD DISK, STAMPED W 102 1935 AND SET IN THE TOP OF A
 MJ0058'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0135 ***********************************************************************
 MJ0135  DESIGNATION -  W 103
 MJ0135  PID         -  MJ0135
 MJ0135  STATE/COUNTY-  IA/ADAIR
 MJ0135  USGS QUAD   -  GREENFIELD (1983)
 MJ0135
 MJ0135                         *CURRENT SURVEY CONTROL
 MJ0135  ___________________________________________________________________
 MJ0135* NAD 83(1986)-  41 17 45.     (N)    094 27 45.     (W)     SCALED    
 MJ0135* NAVD 88     -       418.110  (meters)    1371.75   (feet)  ADJUSTED  
 MJ0135  ___________________________________________________________________
 MJ0135  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 MJ0135  DYNAMIC HT  -         417.910 (meters)    1371.09  (feet)  COMP
 MJ0135  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 MJ0135
 MJ0135  VERT ORDER  -  SECOND    CLASS 0
 MJ0135
 MJ0135.The horizontal coordinates were scaled from a topographic map and have
 MJ0135.an estimated accuracy of +/- 6 seconds.
 MJ0135
 MJ0135.The orthometric height was determined by differential leveling
 MJ0135.and adjusted by the National Geodetic Survey in June 1991..
 MJ0135
 MJ0135.The geoid height was determined by GEOID03.
 MJ0135
 MJ0135.The dynamic height is computed by dividing the NAVD 88
 MJ0135.geopotential number by the normal gravity value computed on the
 MJ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0135.degrees latitude (g = 980.6199 gals.).
 MJ0135
 MJ0135.The modeled gravity was interpolated from observed gravity values.
 MJ0135
 MJ0135;                    North         East    Units  Estimated Accuracy
 MJ0135;SPC IA S     -   144,350.      419,390.      MT  (+/- 180 meters Scaled)
 MJ0135
 MJ0135                          SUPERSEDED SURVEY CONTROL
 MJ0135
 MJ0135  NGVD 29 (??/??/92)  417.986  (m)         1371.34   (f) ADJ UNCH    2 0
 MJ0135
 MJ0135.Superseded values are not recommended for survey control.
 MJ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0135.See file dsdata.txt to determine how the superseded data were derived.
 MJ0135
 MJ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF775726(NAD 83)
 MJ0135_MARKER: DB = BENCH MARK DISK
 MJ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0135_STAMPING: W 103 1935
 MJ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0135+STABILITY: SURFACE MOTION
 MJ0135
 MJ0135  HISTORY     - Date     Condition        Report By
 MJ0135  HISTORY     - 1935     MONUMENTED       CGS
 MJ0135  HISTORY     - 1980     GOOD             LOCSUR
 MJ0135
 MJ0135                          STATION DESCRIPTION
 MJ0135
 MJ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0135'AT GREENFIELD.
 MJ0135'AT GREENFIELD, ADAIR COUNTY, ON THE CHICAGO, BURLINGTON AND
 MJ0135'QUINCY RAILROAD, 192 FEET NORTH OF THE NORTH END OF THE FREIGHT
 MJ0135'STATION, 25 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, 24
 MJ0135'FEET EAST OF THE CENTERLINE OF DEPOT STREET, 4 FEET NORTHEAST
 MJ0135'OF A POLE, AND 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD DISK
 MJ0135'STAMPED W 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MJ0135
 MJ0135                          STATION RECOVERY (1980)
 MJ0135
 MJ0135'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 MJ0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0033 ***********************************************************************
 LF0033  DESIGNATION -  W 104
 LF0033  PID         -  LF0033
 LF0033  STATE/COUNTY-  IA/RINGGOLD
 LF0033  USGS QUAD   -  DIAGONAL (1981)
 LF0033
 LF0033                         *CURRENT SURVEY CONTROL
 LF0033  ___________________________________________________________________
 LF0033* NAD 83(1986)-  40 48 20.     (N)    094 20 18.     (W)     SCALED    
 LF0033* NAVD 88     -       332.225  (meters)    1089.97   (feet)  ADJUSTED  
 LF0033  ___________________________________________________________________
 LF0033  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 LF0033  DYNAMIC HT  -         332.058 (meters)    1089.43  (feet)  COMP
 LF0033  MODELED GRAV-     980,110.5   (mgal)                       NAVD 88
 LF0033
 LF0033  VERT ORDER  -  SECOND    CLASS 0
 LF0033
 LF0033.The horizontal coordinates were scaled from a topographic map and have
 LF0033.an estimated accuracy of +/- 6 seconds.
 LF0033
 LF0033.The orthometric height was determined by differential leveling
 LF0033.and adjusted by the National Geodetic Survey in June 1991..
 LF0033
 LF0033.The geoid height was determined by GEOID03.
 LF0033
 LF0033.The dynamic height is computed by dividing the NAVD 88
 LF0033.geopotential number by the normal gravity value computed on the
 LF0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0033.degrees latitude (g = 980.6199 gals.).
 LF0033
 LF0033.The modeled gravity was interpolated from observed gravity values.
 LF0033
 LF0033;                    North         East    Units  Estimated Accuracy
 LF0033;SPC IA S     -    89,800.      429,260.      MT  (+/- 180 meters Scaled)
 LF0033
 LF0033                          SUPERSEDED SURVEY CONTROL
 LF0033
 LF0033  NGVD 29 (??/??/92)  332.096  (m)         1089.55   (f) ADJ UNCH    2 0
 LF0033
 LF0033.Superseded values are not recommended for survey control.
 LF0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0033.See file dsdata.txt to determine how the superseded data were derived.
 LF0033
 LF0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF871180(NAD 83)
 LF0033_MARKER: DB = BENCH MARK DISK
 LF0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0033_STAMPING: W 104 1935
 LF0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0033+STABILITY: SURFACE MOTION
 LF0033
 LF0033  HISTORY     - Date     Condition        Report By
 LF0033  HISTORY     - 1935     MONUMENTED       CGS
 LF0033  HISTORY     - 1954     GOOD             NGS
 LF0033  HISTORY     - 1978     MARK NOT FOUND   USGS
 LF0033
 LF0033                          STATION DESCRIPTION
 LF0033
 LF0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LF0033'AT DIAGONAL.
 LF0033'AT DIAGONAL, RINGGOLD COUNTY, ON STATE HIGHWAY 66, 100 YARDS
 LF0033'NORTH OF THE POINT WHERE THE CHICAGO GREAT WESTERN RAILWAY
 LF0033'CROSSES THE HIGHWAY, 270 FEET NORTHWEST OF THE NORTH CORNER OF
 LF0033'THE C.G.W. RY. STATION, 30 FEET EAST OF THE CENTERLINE OF THE
 LF0033'HIGHWAY, AND 3 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED
 LF0033'W 104 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LF0033'GROUND.
 LF0033
 LF0033                          STATION RECOVERY (1978)
 LF0033
 LF0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LF0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0193 ***********************************************************************
 LF0193  DESIGNATION -  W 105
 LF0193  PID         -  LF0193
 LF0193  STATE/COUNTY-  IA/TAYLOR
 LF0193  USGS QUAD   -  BEDFORD (1980)
 LF0193
 LF0193                         *CURRENT SURVEY CONTROL
 LF0193  ___________________________________________________________________
 LF0193* NAD 83(1986)-  40 42 46.     (N)    094 39 53.     (W)     SCALED    
 LF0193* NAVD 88     -       342.740  (meters)    1124.47   (feet)  ADJUSTED  
 LF0193  ___________________________________________________________________
 LF0193  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 LF0193  DYNAMIC HT  -         342.563 (meters)    1123.89  (feet)  COMP
 LF0193  MODELED GRAV-     980,096.6   (mgal)                       NAVD 88
 LF0193
 LF0193  VERT ORDER  -  SECOND    CLASS 0
 LF0193
 LF0193.The horizontal coordinates were scaled from a topographic map and have
 LF0193.an estimated accuracy of +/- 6 seconds.
 LF0193
 LF0193.The orthometric height was determined by differential leveling
 LF0193.and adjusted by the National Geodetic Survey in June 1991..
 LF0193
 LF0193.The geoid height was determined by GEOID03.
 LF0193
 LF0193.The dynamic height is computed by dividing the NAVD 88
 LF0193.geopotential number by the normal gravity value computed on the
 LF0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0193.degrees latitude (g = 980.6199 gals.).
 LF0193
 LF0193.The modeled gravity was interpolated from observed gravity values.
 LF0193
 LF0193;                    North         East    Units  Estimated Accuracy
 LF0193;SPC IA S     -    79,810.      401,590.      MT  (+/- 180 meters Scaled)
 LF0193
 LF0193                          SUPERSEDED SURVEY CONTROL
 LF0193
 LF0193  NGVD 29 (??/??/92)  342.626  (m)         1124.10   (f) ADJ UNCH    2 0
 LF0193
 LF0193.Superseded values are not recommended for survey control.
 LF0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0193.See file dsdata.txt to determine how the superseded data were derived.
 LF0193
 LF0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF593082(NAD 83)
 LF0193_MARKER: DB = BENCH MARK DISK
 LF0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0193_STAMPING: W 105 1935
 LF0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0193+STABILITY: SURFACE MOTION
 LF0193
 LF0193  HISTORY     - Date     Condition        Report By
 LF0193  HISTORY     - 1935     MONUMENTED       CGS
 LF0193  HISTORY     - 1979     MARK NOT FOUND   NGS
 LF0193
 LF0193                          STATION DESCRIPTION
 LF0193
 LF0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0193'4.1 MI NE FROM BEDFORD.
 LF0193'4.1 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0193'RAILROAD FROM THE STATION AT BEDFORD, TAYLOR COUNTY, 1 POLE
 LF0193'SOUTH OF MILEPOST 31, AT A ROAD CROSSING, 37 FEET NORTH OF THE
 LF0193'CENTERLINE OF THE ROAD, 30 FEET EAST OF THE CENTERLINE OF THE
 LF0193'TRACK, 21 FEET NORTHWEST OF A FENCE CORNER, 2 FEET EAST OF A
 LF0193'POLE, AND LEVEL WITH THE TRACK, A STANDARD DISK, STAMPED W 105
 LF0193'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0193
 LF0193                          STATION RECOVERY (1979)
 LF0193
 LF0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LF0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0176 ***********************************************************************
 LF0176  DESIGNATION -  W 106
 LF0176  PID         -  LF0176
 LF0176  STATE/COUNTY-  IA/TAYLOR
 LF0176  USGS QUAD   -  NEW MARKET (1980)
 LF0176
 LF0176                         *CURRENT SURVEY CONTROL
 LF0176  ___________________________________________________________________
 LF0176* NAD 83(1986)-  40 43 49.     (N)    094 54 09.     (W)     SCALED    
 LF0176* NAVD 88     -       375.395  (meters)    1231.61   (feet)  ADJUSTED  
 LF0176  ___________________________________________________________________
 LF0176  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 LF0176  DYNAMIC HT  -         375.200 (meters)    1230.97  (feet)  COMP
 LF0176  MODELED GRAV-     980,094.0   (mgal)                       NAVD 88
 LF0176
 LF0176  VERT ORDER  -  SECOND    CLASS 0
 LF0176
 LF0176.The horizontal coordinates were scaled from a topographic map and have
 LF0176.an estimated accuracy of +/- 6 seconds.
 LF0176
 LF0176.The orthometric height was determined by differential leveling
 LF0176.and adjusted by the National Geodetic Survey in June 1991..
 LF0176
 LF0176.The geoid height was determined by GEOID03.
 LF0176
 LF0176.The dynamic height is computed by dividing the NAVD 88
 LF0176.geopotential number by the normal gravity value computed on the
 LF0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0176.degrees latitude (g = 980.6199 gals.).
 LF0176
 LF0176.The modeled gravity was interpolated from observed gravity values.
 LF0176
 LF0176;                    North         East    Units  Estimated Accuracy
 LF0176;SPC IA S     -    82,050.      381,530.      MT  (+/- 180 meters Scaled)
 LF0176
 LF0176                          SUPERSEDED SURVEY CONTROL
 LF0176
 LF0176  NGVD 29 (??/??/92)  375.28   (m)         1231.2    (f) COMPUTED    2 0
 LF0176
 LF0176.Superseded values are not recommended for survey control.
 LF0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0176.See file dsdata.txt to determine how the superseded data were derived.
 LF0176
 LF0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF393105(NAD 83)
 LF0176_MARKER: DB = BENCH MARK DISK
 LF0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0176_STAMPING: W-106 1935
 LF0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0176+STABILITY: SURFACE MOTION
 LF0176
 LF0176  HISTORY     - Date     Condition        Report By
 LF0176  HISTORY     - 1935     MONUMENTED       CGS
 LF0176  HISTORY     - 20060901 MARK NOT FOUND   GEOCAC
 LF0176
 LF0176                          STATION DESCRIPTION
 LF0176
 LF0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0176'AT NEW MARKET.
 LF0176'AT NEW MARKET SET IN THE SOUTHEAST CORNER OF CITY PARK.  51
 LF0176'FEET SOUTHEAST OF OLD SOLDIERS MEMORIAL, 27 FT NORTH OF CENTERLINE
 LF0176'OF STREET RUNNING EAST-WEST.  JUST INSIDE OF SIDEWALK, 3 FT
 LF0176'ABOVE STREET LEVEL.
 LF0176
 LF0176                          STATION RECOVERY (2006)
 LF0176
 LF0176'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LF0176'IT IS LIKELY THIS DISK WAS REMOVED DURING STREET WORK AT TIME LF0177
 LF0176'WAS RESET. PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0177 ***********************************************************************
 LF0177  DESIGNATION -  W 106 RESET
 LF0177  PID         -  LF0177
 LF0177  STATE/COUNTY-  IA/TAYLOR
 LF0177  USGS QUAD   -  NEW MARKET (1980)
 LF0177
 LF0177                         *CURRENT SURVEY CONTROL
 LF0177  ___________________________________________________________________
 LF0177* NAD 83(1986)-  40 43 49.     (N)    094 54 09.     (W)     SCALED    
 LF0177* NAVD 88     -       375.48   (meters)    1231.9    (feet)  RESET     
 LF0177  ___________________________________________________________________
 LF0177  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 LF0177
 LF0177  VERT ORDER  -  THIRD
 LF0177
 LF0177.The horizontal coordinates were scaled from a topographic map and have
 LF0177.an estimated accuracy of +/- 6 seconds.
 LF0177
 LF0177.The orthometric height was computed from unverified reset data.
 LF0177
 LF0177.The geoid height was determined by GEOID03.
 LF0177
 LF0177;                    North         East    Units  Estimated Accuracy
 LF0177;SPC IA S     -    82,050.      381,530.      MT  (+/- 180 meters Scaled)
 LF0177
 LF0177                          SUPERSEDED SURVEY CONTROL
 LF0177
 LF0177  NGVD 29 (??/??/??)  375.36   (m)         1231.5    (f) RESET       3  
 LF0177
 LF0177.Superseded values are not recommended for survey control.
 LF0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0177.See file dsdata.txt to determine how the superseded data were derived.
 LF0177
 LF0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF393105(NAD 83)
 LF0177_MARKER: DB = BENCH MARK DISK
 LF0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0177_STAMPING: W 106 RESET 1961
 LF0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0177+STABILITY: SURFACE MOTION
 LF0177
 LF0177  HISTORY     - Date     Condition        Report By
 LF0177  HISTORY     - 1961     MONUMENTED       LOCENG
 LF0177  HISTORY     - 1984     GOOD             NGS
 LF0177  HISTORY     - 20060901 GOOD             GEOCAC
 LF0177
 LF0177                          STATION DESCRIPTION
 LF0177
 LF0177'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 LF0177'AT NEW MARKET.
 LF0177'THIS MARK IS LOCATED AT NEW MARKET, NEAR THE SOUTHEAST CORNER
 LF0177'OF THE CITY PARK, 9 FEET DUE EAST OF THE SOUTHEAST CORNER OF THE
 LF0177'BASE OF THE OLD SOLDIERS MEMORIAL MONUMENT, 62 FEET NORTH OF THE
 LF0177'CENTERLINE OF AN EAST-WEST STREET, 62 FEET NORTH OF THE
 LF0177'CENTERLINE OF AN EAST-WEST STREET, 32 FEET NORTH OF THE NORTH
 LF0177'EDGE OF CEMENT SIDEWALK, AND ABOUT 6 INCHES ABOVE GROUND LEVEL,
 LF0177'AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 4.5 FEET
 LF0177'BELOW GROUND LEVEL.
 LF0177
 LF0177                          STATION RECOVERY (1984)
 LF0177
 LF0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0177'RECOVERED IN GOOD CONDITION.
 LF0177
 LF0177                          STATION RECOVERY (2006)
 LF0177
 LF0177'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LF0177'HANDHELD COORDINATES N40 43 49.3 W94 54 08.5, SKY SOMEWHAT OBSCURED BY
 LF0177'TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0207 ***********************************************************************
 LF0207  DESIGNATION -  W 108
 LF0207  PID         -  LF0207
 LF0207  STATE/COUNTY-  IA/ADAMS
 LF0207  USGS QUAD   -  BROOKS (1980)
 LF0207
 LF0207                         *CURRENT SURVEY CONTROL
 LF0207  ___________________________________________________________________
 LF0207* NAD 83(1986)-  40 57 49.     (N)    094 48 10.     (W)     SCALED    
 LF0207* NAVD 88     -       335.464  (meters)    1100.60   (feet)  ADJUSTED  
 LF0207  ___________________________________________________________________
 LF0207  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LF0207  DYNAMIC HT  -         335.290 (meters)    1100.03  (feet)  COMP
 LF0207  MODELED GRAV-     980,099.5   (mgal)                       NAVD 88
 LF0207
 LF0207  VERT ORDER  -  SECOND    CLASS 0
 LF0207
 LF0207.The horizontal coordinates were scaled from a topographic map and have
 LF0207.an estimated accuracy of +/- 6 seconds.
 LF0207
 LF0207.The orthometric height was determined by differential leveling
 LF0207.and adjusted by the National Geodetic Survey in June 1991..
 LF0207
 LF0207.The geoid height was determined by GEOID03.
 LF0207
 LF0207.The dynamic height is computed by dividing the NAVD 88
 LF0207.geopotential number by the normal gravity value computed on the
 LF0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0207.degrees latitude (g = 980.6199 gals.).
 LF0207
 LF0207.The modeled gravity was interpolated from observed gravity values.
 LF0207
 LF0207;                    North         East    Units  Estimated Accuracy
 LF0207;SPC IA S     -   107,830.      390,340.      MT  (+/- 180 meters Scaled)
 LF0207
 LF0207                          SUPERSEDED SURVEY CONTROL
 LF0207
 LF0207  NGVD 29 (??/??/92)  335.351  (m)         1100.23   (f) ADJ UNCH    2 0
 LF0207
 LF0207.Superseded values are not recommended for survey control.
 LF0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0207.See file dsdata.txt to determine how the superseded data were derived.
 LF0207
 LF0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF482362(NAD 83)
 LF0207_MARKER: DB = BENCH MARK DISK
 LF0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0207_STAMPING: W 108 1935
 LF0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0207+STABILITY: SURFACE MOTION
 LF0207
 LF0207  HISTORY     - Date     Condition        Report By
 LF0207  HISTORY     - 1935     MONUMENTED       CGS
 LF0207  HISTORY     - 1941     GOOD             NGS
 LF0207  HISTORY     - 1977     POOR             USGS
 LF0207
 LF0207                          STATION DESCRIPTION
 LF0207
 LF0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0207'AT BROOKS.
 LF0207'AT BROOKS, ADAMS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LF0207'RAILROAD, 50 FEET SOUTH AND 7 FEET EAST OF THE SOUTHEAST CORNER
 LF0207'OF THE RAILWAY EXPRESS STATION, AT THE NORTHWEST CORNER OF A PARK,
 LF0207'30 FEET NORTH OF THE CENTERLINE OF A SIDING, 21 FEET SOUTH OF THE
 LF0207'CENTERLINE OF THE SOUTH MAIN TRACK, AND LEVEL WITH THE TRACK.
 LF0207'A STANDARD DISK, STAMPED W 108 1935 AND SET IN THE TOP OF A CONCRETE
 LF0207'POST.
 LF0207
 LF0207                          STATION RECOVERY (1977)
 LF0207
 LF0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0207'TWO OTHERWISE PROVEN CUPPLEMENTAL CONTROL LINES ORIGINATING FROM
 LF0207'BASIC CONTROL WERE RAN TO THIS MK. AND MISSED ABOUT TWO FEET. MARK IS
 LF0207'BELIEVED TO HAVE BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0593 ***********************************************************************
 NJ0593  DESIGNATION -  W 11
 NJ0593  PID         -  NJ0593
 NJ0593  STATE/COUNTY-  IA/FAYETTE
 NJ0593  USGS QUAD   -  OELWEIN (1981)
 NJ0593
 NJ0593                         *CURRENT SURVEY CONTROL
 NJ0593  ___________________________________________________________________
 NJ0593* NAD 83(1986)-  42 41 09.     (N)    091 54 28.     (W)     SCALED    
 NJ0593* NAVD 88     -       326.619  (meters)    1071.58   (feet)  ADJUSTED  
 NJ0593  ___________________________________________________________________
 NJ0593  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 NJ0593  DYNAMIC HT  -         326.523 (meters)    1071.27  (feet)  COMP
 NJ0593  MODELED GRAV-     980,318.2   (mgal)                       NAVD 88
 NJ0593
 NJ0593  VERT ORDER  -  FIRST     CLASS II
 NJ0593
 NJ0593.The horizontal coordinates were scaled from a topographic map and have
 NJ0593.an estimated accuracy of +/- 6 seconds.
 NJ0593
 NJ0593.The orthometric height was determined by differential leveling
 NJ0593.and adjusted by the National Geodetic Survey in June 1991..
 NJ0593
 NJ0593.The geoid height was determined by GEOID03.
 NJ0593
 NJ0593.The dynamic height is computed by dividing the NAVD 88
 NJ0593.geopotential number by the normal gravity value computed on the
 NJ0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0593.degrees latitude (g = 980.6199 gals.).
 NJ0593
 NJ0593.The modeled gravity was interpolated from observed gravity values.
 NJ0593
 NJ0593;                    North         East    Units  Estimated Accuracy
 NJ0593;SPC IA N     - 1,132,950.    1,630,480.      MT  (+/- 180 meters Scaled)
 NJ0593
 NJ0593                          SUPERSEDED SURVEY CONTROL
 NJ0593
 NJ0593  NGVD 29 (??/??/92)  326.644  (m)         1071.66   (f) ADJ UNCH    1 2
 NJ0593
 NJ0593.Superseded values are not recommended for survey control.
 NJ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0593.See file dsdata.txt to determine how the superseded data were derived.
 NJ0593
 NJ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH894265(NAD 83)
 NJ0593_MARKER: DB = BENCH MARK DISK
 NJ0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0593_STAMPING: W 11 1933
 NJ0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0593+STABILITY: SURFACE MOTION
 NJ0593
 NJ0593  HISTORY     - Date     Condition        Report By
 NJ0593  HISTORY     - 1933     MONUMENTED       CGS
 NJ0593  HISTORY     - 1934     GOOD             NGS
 NJ0593
 NJ0593                          STATION DESCRIPTION
 NJ0593
 NJ0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0593'0.5 MI N FROM OELWEIN.
 NJ0593'0.5 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 NJ0593'FROM THE STATION AT OELWEIN, FAYETTE COUNTY, 60 FEET SOUTH OF
 NJ0593'MILEPOST 54, 28 FEET NORTH OF A COUNTY ROAD CROSSING, 38 FEET EAST
 NJ0593'OF THE CENTERLINE OF THE TRACK, AND 2-1/2 FEET WEST OF A FENCE
 NJ0593'CORNER.  A STANDARD DISK, STAMPED W 11 1933 AND SET IN THE TOP
 NJ0593'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0218 ***********************************************************************
 MH0218  DESIGNATION -  W 110
 MH0218  PID         -  MH0218
 MH0218  STATE/COUNTY-  IA/LUCAS
 MH0218  USGS QUAD   -  LUCAS (1982)
 MH0218
 MH0218                         *CURRENT SURVEY CONTROL
 MH0218  ___________________________________________________________________
 MH0218* NAD 83(1986)-  41 01 39.     (N)    093 27 34.     (W)     SCALED    
 MH0218* NAVD 88     -       271.108  (meters)     889.46   (feet)  ADJUSTED  
 MH0218  ___________________________________________________________________
 MH0218  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 MH0218  DYNAMIC HT  -         270.982 (meters)     889.05  (feet)  COMP
 MH0218  MODELED GRAV-     980,153.5   (mgal)                       NAVD 88
 MH0218
 MH0218  VERT ORDER  -  SECOND    CLASS 0
 MH0218
 MH0218.The horizontal coordinates were scaled from a topographic map and have
 MH0218.an estimated accuracy of +/- 6 seconds.
 MH0218
 MH0218.The orthometric height was determined by differential leveling
 MH0218.and adjusted by the National Geodetic Survey in June 1991..
 MH0218
 MH0218.The geoid height was determined by GEOID03.
 MH0218
 MH0218.The dynamic height is computed by dividing the NAVD 88
 MH0218.geopotential number by the normal gravity value computed on the
 MH0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0218.degrees latitude (g = 980.6199 gals.).
 MH0218
 MH0218.The modeled gravity was interpolated from observed gravity values.
 MH0218
 MH0218;                    North         East    Units  Estimated Accuracy
 MH0218;SPC IA S     -   114,100.      503,410.      MT  (+/- 180 meters Scaled)
 MH0218
 MH0218                          SUPERSEDED SURVEY CONTROL
 MH0218
 MH0218  NGVD 29 (??/??/92)  271.051  (m)          889.27   (f) ADJ UNCH    2 0
 MH0218
 MH0218.Superseded values are not recommended for survey control.
 MH0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0218.See file dsdata.txt to determine how the superseded data were derived.
 MH0218
 MH0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF613419(NAD 83)
 MH0218_MARKER: DB = BENCH MARK DISK
 MH0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0218_STAMPING: W 110 1935
 MH0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0218+STABILITY: SURFACE MOTION
 MH0218
 MH0218  HISTORY     - Date     Condition        Report By
 MH0218  HISTORY     - 1935     MONUMENTED       CGS
 MH0218  HISTORY     - 1950     MARK NOT FOUND   NGS
 MH0218  HISTORY     - 1977     MARK NOT FOUND   USGS
 MH0218
 MH0218                          STATION DESCRIPTION
 MH0218
 MH0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0218'AT LUCAS.
 MH0218'AT LUCAS, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 400
 MH0218'FEET EAST OF THE STATION, AT A ROAD CROSSING, 30 FEET EAST OF
 MH0218'THE CENTERLINE OF THE ROAD, 14 FEET SOUTH OF THE CENTERLINE
 MH0218'OF THE SOUTH TRACK, 8 FEET EAST OF A POWER TRANSMISSION LINE
 MH0218'POLE, AT THE TOP OF A DUMP, AND LEVEL WITH THE TRACK.  A STANDARD
 MH0218'DISK, STAMPED W 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MH0218
 MH0218                          STATION RECOVERY (1977)
 MH0218
 MH0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MH0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0132 ***********************************************************************
 MH0132  DESIGNATION -  W 111
 MH0132  PID         -  MH0132
 MH0132  STATE/COUNTY-  IA/MONROE
 MH0132  USGS QUAD   -  HITEMAN (1982)
 MH0132
 MH0132                         *CURRENT SURVEY CONTROL
 MH0132  ___________________________________________________________________
 MH0132* NAD 83(1986)-  41 01 24.     (N)    092 52 38.     (W)     SCALED    
 MH0132* NAVD 88     -       245.841  (meters)     806.56   (feet)  ADJUSTED  
 MH0132  ___________________________________________________________________
 MH0132  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 MH0132  DYNAMIC HT  -         245.728 (meters)     806.19  (feet)  COMP
 MH0132  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 MH0132
 MH0132  VERT ORDER  -  SECOND    CLASS 0
 MH0132
 MH0132.The horizontal coordinates were scaled from a topographic map and have
 MH0132.an estimated accuracy of +/- 6 seconds.
 MH0132
 MH0132.The orthometric height was determined by differential leveling
 MH0132.and adjusted by the National Geodetic Survey in June 1991..
 MH0132
 MH0132.The geoid height was determined by GEOID03.
 MH0132
 MH0132.The dynamic height is computed by dividing the NAVD 88
 MH0132.geopotential number by the normal gravity value computed on the
 MH0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0132.degrees latitude (g = 980.6199 gals.).
 MH0132
 MH0132.The modeled gravity was interpolated from observed gravity values.
 MH0132
 MH0132;                    North         East    Units  Estimated Accuracy
 MH0132;SPC IA S     -   113,830.      552,380.      MT  (+/- 180 meters Scaled)
 MH0132
 MH0132                          SUPERSEDED SURVEY CONTROL
 MH0132
 MH0132  NGVD 29 (??/??/92)  245.818  (m)          806.49   (f) ADJ UNCH    2 0
 MH0132
 MH0132.Superseded values are not recommended for survey control.
 MH0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0132.See file dsdata.txt to determine how the superseded data were derived.
 MH0132
 MH0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF103413(NAD 83)
 MH0132_MARKER: DB = BENCH MARK DISK
 MH0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0132_SP_SET: BRIDGE
 MH0132_STAMPING: W 111 1935
 MH0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0132
 MH0132  HISTORY     - Date     Condition        Report By
 MH0132  HISTORY     - 1935     MONUMENTED       CGS
 MH0132
 MH0132                          STATION DESCRIPTION
 MH0132
 MH0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0132'4.3 MI SW FROM ALBIA.
 MH0132'4.3 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MH0132'RAILROAD FROM THE COUNTY COURTHOUSE AT ALBIA, MONROE COUNTY, 9
 MH0132'POLES SOUTHWEST OF THE STATION AT HALPIN, AT A SIGNAL BRIDGE, IN
 MH0132'THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE OF THE NORTHWEST
 MH0132'LEG, 21 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHWEST MAIN
 MH0132'TRACK, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK,
 MH0132'STAMPED W 111 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0239 ***********************************************************************
 MH0239  DESIGNATION -  W 112
 MH0239  PID         -  MH0239
 MH0239  STATE/COUNTY-  IA/WARREN
 MH0239  USGS QUAD   -  HARTFORD (1965)
 MH0239
 MH0239                         *CURRENT SURVEY CONTROL
 MH0239  ___________________________________________________________________
 MH0239* NAD 83(1986)-  41 28 37.     (N)    093 26 01.     (W)     SCALED    
 MH0239* NAVD 88     -       259.701  (meters)     852.04   (feet)  ADJUSTED  
 MH0239  ___________________________________________________________________
 MH0239  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 MH0239  DYNAMIC HT  -         259.592 (meters)     851.68  (feet)  COMP
 MH0239  MODELED GRAV-     980,196.7   (mgal)                       NAVD 88
 MH0239
 MH0239  VERT ORDER  -  SECOND    CLASS 0
 MH0239
 MH0239.The horizontal coordinates were scaled from a topographic map and have
 MH0239.an estimated accuracy of +/- 6 seconds.
 MH0239
 MH0239.The orthometric height was determined by differential leveling
 MH0239.and adjusted by the National Geodetic Survey in June 1991..
 MH0239
 MH0239.The geoid height was determined by GEOID03.
 MH0239
 MH0239.The dynamic height is computed by dividing the NAVD 88
 MH0239.geopotential number by the normal gravity value computed on the
 MH0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0239.degrees latitude (g = 980.6199 gals.).
 MH0239
 MH0239.The modeled gravity was interpolated from observed gravity values.
 MH0239
 MH0239;                    North         East    Units  Estimated Accuracy
 MH0239;SPC IA S     -   164,020.      505,550.      MT  (+/- 180 meters Scaled)
 MH0239
 MH0239                          SUPERSEDED SURVEY CONTROL
 MH0239
 MH0239  NGVD 29 (??/??/92)  259.671  (m)          851.94   (f) ADJ UNCH    2 0
 MH0239
 MH0239.Superseded values are not recommended for survey control.
 MH0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0239.See file dsdata.txt to determine how the superseded data were derived.
 MH0239
 MH0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF637917(NAD 83)
 MH0239_MARKER: DB = BENCH MARK DISK
 MH0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0239_STAMPING: W 112 1935
 MH0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0239+STABILITY: SURFACE MOTION
 MH0239
 MH0239  HISTORY     - Date     Condition        Report By
 MH0239  HISTORY     - 1935     MONUMENTED       CGS
 MH0239
 MH0239                          STATION DESCRIPTION
 MH0239
 MH0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0239'1.9 MI NW FROM HARTFORD.
 MH0239'1.9 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0239'RAILROAD FROM THE STATION AT HARTFORD, 200 FEET NORTHWEST OF A
 MH0239'ROAD CROSSING, 66 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 MH0239'AND 3 FEET NORTHEAST OF A POWER-TRANSMISSION LINE POLE.  A
 MH0239'STANDARD DISK, STAMPED W 112 1935 AND SET IN THE TOP OF A
 MH0239'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0246 ***********************************************************************
 LE0246  DESIGNATION -  W 113
 LE0246  PID         -  LE0246
 LE0246  STATE/COUNTY-  IA/LUCAS
 LE0246  USGS QUAD   -  CORYDON NE (1982)
 LE0246
 LE0246                         *CURRENT SURVEY CONTROL
 LE0246  ___________________________________________________________________
 LE0246* NAD 83(1986)-  40 54 44.     (N)    093 17 41.     (W)     SCALED    
 LE0246* NAVD 88     -       306.051  (meters)    1004.10   (feet)  ADJUSTED  
 LE0246  ___________________________________________________________________
 LE0246  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LE0246  DYNAMIC HT  -         305.905 (meters)    1003.62  (feet)  COMP
 LE0246  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 LE0246
 LE0246  VERT ORDER  -  SECOND    CLASS 0
 LE0246
 LE0246.The horizontal coordinates were scaled from a topographic map and have
 LE0246.an estimated accuracy of +/- 6 seconds.
 LE0246
 LE0246.The orthometric height was determined by differential leveling
 LE0246.and adjusted by the National Geodetic Survey in June 1991..
 LE0246
 LE0246.The geoid height was determined by GEOID03.
 LE0246
 LE0246.The dynamic height is computed by dividing the NAVD 88
 LE0246.geopotential number by the normal gravity value computed on the
 LE0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0246.degrees latitude (g = 980.6199 gals.).
 LE0246
 LE0246.The modeled gravity was interpolated from observed gravity values.
 LE0246
 LE0246;                    North         East    Units  Estimated Accuracy
 LE0246;SPC IA S     -   101,320.      517,290.      MT  (+/- 180 meters Scaled)
 LE0246
 LE0246                          SUPERSEDED SURVEY CONTROL
 LE0246
 LE0246  NGVD 29 (??/??/92)  305.981  (m)         1003.87   (f) ADJ UNCH    2 0
 LE0246
 LE0246.Superseded values are not recommended for survey control.
 LE0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0246.See file dsdata.txt to determine how the superseded data were derived.
 LE0246
 LE0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF751290(NAD 83)
 LE0246_MARKER: DB = BENCH MARK DISK
 LE0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0246_STAMPING: W 113 1935
 LE0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0246+STABILITY: SURFACE MOTION
 LE0246
 LE0246  HISTORY     - Date     Condition        Report By
 LE0246  HISTORY     - 1935     MONUMENTED       CGS
 LE0246
 LE0246                          STATION DESCRIPTION
 LE0246
 LE0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0246'7.1 MI S FROM CHARITON.
 LE0246'7.1 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0246'RAILROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0246'OVERHEAD CROSSING AT CHARITON, 11-1/2 POLES SOUTH OF MILEPOST 16,
 LE0246'2-1/2 POLES NORTH OF A ROAD CROSSING, AT A PRIVATE-ROAD CROSSING,
 LE0246'36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 29 FEET EAST OF THE
 LE0246'CENTERLINE OF THE TRACK, 66 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 LE0246'AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LE0246'STAMPED W 113 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0393 ***********************************************************************
 LE0393  DESIGNATION -  W 114
 LE0393  PID         -  LE0393
 LE0393  STATE/COUNTY-  IA/DECATUR
 LE0393  USGS QUAD   -  AKRON (1981)
 LE0393
 LE0393                         *CURRENT SURVEY CONTROL
 LE0393  ___________________________________________________________________
 LE0393* NAD 83(1986)-  40 37 25.     (N)    093 50 38.     (W)     SCALED    
 LE0393* NAVD 88     -       289.796  (meters)     950.77   (feet)  ADJUSTED  
 LE0393  ___________________________________________________________________
 LE0393  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 LE0393  DYNAMIC HT  -         289.651 (meters)     950.30  (feet)  COMP
 LE0393  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 LE0393
 LE0393  VERT ORDER  -  SECOND    CLASS 0
 LE0393
 LE0393.The horizontal coordinates were scaled from a topographic map and have
 LE0393.an estimated accuracy of +/- 6 seconds.
 LE0393
 LE0393.The orthometric height was determined by differential leveling
 LE0393.and adjusted by the National Geodetic Survey in June 1991..
 LE0393
 LE0393.The geoid height was determined by GEOID03.
 LE0393
 LE0393.The dynamic height is computed by dividing the NAVD 88
 LE0393.geopotential number by the normal gravity value computed on the
 LE0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0393.degrees latitude (g = 980.6199 gals.).
 LE0393
 LE0393.The modeled gravity was interpolated from observed gravity values.
 LE0393
 LE0393;                    North         East    Units  Estimated Accuracy
 LE0393;SPC IA S     -    69,310.      470,900.      MT  (+/- 180 meters Scaled)
 LE0393
 LE0393                          SUPERSEDED SURVEY CONTROL
 LE0393
 LE0393  NGVD 29 (??/??/92)  289.712  (m)          950.50   (f) ADJ UNCH    2 0
 LE0393
 LE0393.Superseded values are not recommended for survey control.
 LE0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0393.See file dsdata.txt to determine how the superseded data were derived.
 LE0393
 LE0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE286973(NAD 83)
 LE0393_MARKER: DB = BENCH MARK DISK
 LE0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0393_STAMPING: W 114 1935
 LE0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0393+STABILITY: SURFACE MOTION
 LE0393
 LE0393  HISTORY     - Date     Condition        Report By
 LE0393  HISTORY     - 1935     MONUMENTED       CGS
 LE0393
 LE0393                          STATION DESCRIPTION
 LE0393
 LE0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0393'2 MI SW FROM DAVIS CITY.
 LE0393'2.0 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0393'RAILROAD FROM THE STATION AT DAVIS CITY, DECATUR COUNTY, 114
 LE0393'FEET NORTH OF BRIDGE 46.74, 18 FEET WEST OF THE CENTERLINE OF
 LE0393'THE TRACK, ON THE SLOPE OF A DUMP, AND ABOUT 2 FEET LOWER THAN
 LE0393'THE TRACK.  A STANDARD DISK, STAMPED W 114 1935 AND SET IN
 LE0393'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0316 ***********************************************************************
 MH0316  DESIGNATION -  W 116
 MH0316  PID         -  MH0316
 MH0316  STATE/COUNTY-  IA/WARREN
 MH0316  USGS QUAD   -  NORWALK (1972)
 MH0316
 MH0316                         *CURRENT SURVEY CONTROL
 MH0316  ___________________________________________________________________
 MH0316* NAD 83(1986)-  41 26 24.     (N)    093 40 35.     (W)     SCALED    
 MH0316* NAVD 88     -       250.070  (meters)     820.44   (feet)  POSTED    
 MH0316  ___________________________________________________________________
 MH0316  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 MH0316  DYNAMIC HT  -         249.960 (meters)     820.08  (feet)  COMP
 MH0316  MODELED GRAV-     980,184.7   (mgal)                       NAVD 88
 MH0316
 MH0316  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0316
 MH0316.The horizontal coordinates were scaled from a topographic map and have
 MH0316.an estimated accuracy of +/- 6 seconds.
 MH0316
 MH0316.The orthometric height was determined by differential leveling
 MH0316.and adjusted by the National Geodetic Survey in 1992..
 MH0316.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0316.rate of 0.0 thru 1.0 mm/km.
 MH0316
 MH0316.The geoid height was determined by GEOID03.
 MH0316
 MH0316.The dynamic height is computed by dividing the NAVD 88
 MH0316.geopotential number by the normal gravity value computed on the
 MH0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0316.degrees latitude (g = 980.6199 gals.).
 MH0316
 MH0316.The modeled gravity was interpolated from observed gravity values.
 MH0316
 MH0316;                    North         East    Units  Estimated Accuracy
 MH0316;SPC IA S     -   159,930.      485,260.      MT  (+/- 180 meters Scaled)
 MH0316
 MH0316                          SUPERSEDED SURVEY CONTROL
 MH0316
 MH0316  NGVD 29 (??/??/92)  250.039  (m)          820.34   (f) ADJ UNCH    2 0
 MH0316
 MH0316.Superseded values are not recommended for survey control.
 MH0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0316.See file dsdata.txt to determine how the superseded data were derived.
 MH0316
 MH0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF434878(NAD 83)
 MH0316_MARKER: DB = BENCH MARK DISK
 MH0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0316_STAMPING: W 116 1935
 MH0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0316+STABILITY: SURFACE MOTION
 MH0316
 MH0316  HISTORY     - Date     Condition        Report By
 MH0316  HISTORY     - 1935     MONUMENTED       CGS
 MH0316  HISTORY     - 1971     MARK NOT FOUND   USGS
 MH0316
 MH0316                          STATION DESCRIPTION
 MH0316
 MH0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0316'2.2 MI SW FROM NORWALK.
 MH0316'2.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MH0316'RAILROAD FROM THE STATION AT NORWALK, WARREN COUNTY, AT A ROAD
 MH0316'CROSSING, 36 FEET NORTH OF THE CENTERLINE OF THE TRACK, 27 FEET
 MH0316'WEST OF THE CENTERLINE OF THE ROAD, 5 FEET WEST AND 2 FEET SOUTH
 MH0316'OF A FENCE CORNER, AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD
 MH0316'DISK, STAMPED W 116 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MH0316
 MH0316                          STATION RECOVERY (1971)
 MH0316
 MH0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MH0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0226 ***********************************************************************
 LE0226  DESIGNATION -  W 118
 LE0226  PID         -  LE0226
 LE0226  STATE/COUNTY-  IA/WAYNE
 LE0226  USGS QUAD   -  ALLERTON (1964)
 LE0226
 LE0226                         *CURRENT SURVEY CONTROL
 LE0226  ___________________________________________________________________
 LE0226* NAD 83(1986)-  40 42 27.     (N)    093 20 11.     (W)     SCALED    
 LE0226* NAVD 88     -       334.012  (meters)    1095.84   (feet)  ADJUSTED  
 LE0226  ___________________________________________________________________
 LE0226  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 LE0226  DYNAMIC HT  -         333.847 (meters)    1095.30  (feet)  COMP
 LE0226  MODELED GRAV-     980,121.3   (mgal)                       NAVD 88
 LE0226
 LE0226  VERT ORDER  -  SECOND    CLASS 0
 LE0226
 LE0226.The horizontal coordinates were scaled from a topographic map and have
 LE0226.an estimated accuracy of +/- 6 seconds.
 LE0226
 LE0226.The orthometric height was determined by differential leveling
 LE0226.and adjusted by the National Geodetic Survey in June 1991..
 LE0226
 LE0226.The geoid height was determined by GEOID03.
 LE0226
 LE0226.The dynamic height is computed by dividing the NAVD 88
 LE0226.geopotential number by the normal gravity value computed on the
 LE0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0226.degrees latitude (g = 980.6199 gals.).
 LE0226
 LE0226.The modeled gravity was interpolated from observed gravity values.
 LE0226
 LE0226;                    North         East    Units  Estimated Accuracy
 LE0226;SPC IA S     -    78,580.      513,830.      MT  (+/- 180 meters Scaled)
 LE0226
 LE0226                          SUPERSEDED SURVEY CONTROL
 LE0226
 LE0226  NGVD 29 (??/??/92)  333.944  (m)         1095.61   (f) ADJ UNCH    2 0
 LE0226
 LE0226.Superseded values are not recommended for survey control.
 LE0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0226.See file dsdata.txt to determine how the superseded data were derived.
 LE0226
 LE0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF715063(NAD 83)
 LE0226_MARKER: DB = BENCH MARK DISK
 LE0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0226_STAMPING: W 118 1935
 LE0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0226+STABILITY: SURFACE MOTION
 LE0226
 LE0226  HISTORY     - Date     Condition        Report By
 LE0226  HISTORY     - 1935     MONUMENTED       CGS
 LE0226  HISTORY     - 1963     GOOD             USGS
 LE0226
 LE0226                          STATION DESCRIPTION
 LE0226
 LE0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0226'1.7 MI E FROM ALLERTON.
 LE0226'1.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0226'RAILROAD FROM THE STATION AT ALLERTON, 17-1/2 POLES WEST OF
 LE0226'MILEPOST 363, AT A ROAD CROSSING, 55 FEET NORTH OF THE CENTERLINE
 LE0226'OF THE TRACK, 30 FEET WEST OF THE CENTERLINE OF THE ROAD, 5
 LE0226'FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER
 LE0226'THAN THE TRACK.  A STANDARD DISK, STAMPED W 118 1935 AND SET
 LE0226'IN THE TOP OF A CONCRETE POST.
 LE0226
 LE0226                          STATION RECOVERY (1963)
 LE0226
 LE0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LE0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0203 ***********************************************************************
 LE0203  DESIGNATION -  W 119
 LE0203  PID         -  LE0203
 LE0203  STATE/COUNTY-  IA/APPANOOSE
 LE0203  USGS QUAD   -  HIATTSVILLE (1966)
 LE0203
 LE0203                         *CURRENT SURVEY CONTROL
 LE0203  ___________________________________________________________________
 LE0203* NAD 83(1986)-  40 50 30.     (N)    092 48 39.     (W)     SCALED    
 LE0203* NAVD 88     -       304.421  (meters)     998.75   (feet)  POSTED    
 LE0203  ___________________________________________________________________
 LE0203  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LE0203  DYNAMIC HT  -         304.280 (meters)     998.29  (feet)  COMP
 LE0203  MODELED GRAV-     980,143.5   (mgal)                       NAVD 88
 LE0203
 LE0203  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LE0203
 LE0203.The horizontal coordinates were scaled from a topographic map and have
 LE0203.an estimated accuracy of +/- 6 seconds.
 LE0203
 LE0203.The orthometric height was determined by differential leveling
 LE0203.and adjusted by the National Geodetic Survey in 1992..
 LE0203.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LE0203.rate of 2.1 thru 3.0 mm/km.
 LE0203
 LE0203.The geoid height was determined by GEOID03.
 LE0203
 LE0203.The dynamic height is computed by dividing the NAVD 88
 LE0203.geopotential number by the normal gravity value computed on the
 LE0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0203.degrees latitude (g = 980.6199 gals.).
 LE0203
 LE0203.The modeled gravity was interpolated from observed gravity values.
 LE0203
 LE0203;                    North         East    Units  Estimated Accuracy
 LE0203;SPC IA S     -    93,700.      558,120.      MT  (+/- 180 meters Scaled)
 LE0203
 LE0203                          SUPERSEDED SURVEY CONTROL
 LE0203
 LE0203  NGVD 29 (??/??/92)  304.382  (m)          998.63   (f) ADJ UNCH    2 0
 LE0203
 LE0203.Superseded values are not recommended for survey control.
 LE0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0203.See file dsdata.txt to determine how the superseded data were derived.
 LE0203
 LE0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF159211(NAD 83)
 LE0203_MARKER: DB = BENCH MARK DISK
 LE0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0203_STAMPING: W 119 1935
 LE0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0203+STABILITY: SURFACE MOTION
 LE0203
 LE0203  HISTORY     - Date     Condition        Report By
 LE0203  HISTORY     - 1935     MONUMENTED       CGS
 LE0203
 LE0203                          STATION DESCRIPTION
 LE0203
 LE0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0203'3.6 MI SE FROM MORAVIA.
 LE0203'3.6 MILES SOUTHEAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 LE0203'MORAVIA, APPANOOSE COUNTY, 6 POLES SOUTHEAST OF MILEPOST 257, AT A
 LE0203'PRIVATE-ROAD CROSSING, 40 FEET NORTHEAST OF THE CENTERLINE OF THE
 LE0203'TRACK, 9 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 15 FEET
 LE0203'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 3 FEET LOWER THAN THE
 LE0203'TRACK.  A STANDARD DISK, STAMPED W 119 1935 AND SET IN THE TOP
 LE0203'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0123 ***********************************************************************
 OQ0123  DESIGNATION -  W 12
 OQ0123  PID         -  OQ0123
 OQ0123  STATE/COUNTY-  IA/SIOUX
 OQ0123  USGS QUAD   -  HULL (1964)
 OQ0123
 OQ0123                         *CURRENT SURVEY CONTROL
 OQ0123  ___________________________________________________________________
 OQ0123* NAD 83(1986)-  43 11 31.     (N)    096 12 57.     (W)     SCALED    
 OQ0123* NAVD 88     -       418.871  (meters)    1374.25   (feet)  ADJUSTED  
 OQ0123  ___________________________________________________________________
 OQ0123  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 OQ0123  DYNAMIC HT  -         418.752 (meters)    1373.86  (feet)  COMP
 OQ0123  MODELED GRAV-     980,324.2   (mgal)                       NAVD 88
 OQ0123
 OQ0123  VERT ORDER  -  SECOND    CLASS 0
 OQ0123
 OQ0123.The horizontal coordinates were scaled from a topographic map and have
 OQ0123.an estimated accuracy of +/- 6 seconds.
 OQ0123
 OQ0123.The orthometric height was determined by differential leveling
 OQ0123.and adjusted by the National Geodetic Survey in June 1991..
 OQ0123
 OQ0123.The geoid height was determined by GEOID03.
 OQ0123
 OQ0123.The dynamic height is computed by dividing the NAVD 88
 OQ0123.geopotential number by the normal gravity value computed on the
 OQ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0123.degrees latitude (g = 980.6199 gals.).
 OQ0123
 OQ0123.The modeled gravity was interpolated from observed gravity values.
 OQ0123
 OQ0123;                    North         East    Units  Estimated Accuracy
 OQ0123;SPC IA N     - 1,191,490.    1,279,280.      MT  (+/- 180 meters Scaled)
 OQ0123
 OQ0123                          SUPERSEDED SURVEY CONTROL
 OQ0123
 OQ0123  NGVD 29 (??/??/92)  418.656  (m)         1373.54   (f) ADJ UNCH    2 0
 OQ0123
 OQ0123.Superseded values are not recommended for survey control.
 OQ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0123.See file dsdata.txt to determine how the superseded data were derived.
 OQ0123
 OQ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN262858(NAD 83)
 OQ0123_MARKER: DB = BENCH MARK DISK
 OQ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0123_STAMPING: W 12 1934
 OQ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0123+STABILITY: SURFACE MOTION
 OQ0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0123+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2002
 OQ0123
 OQ0123  HISTORY     - Date     Condition        Report By
 OQ0123  HISTORY     - 1934     MONUMENTED       CGS
 OQ0123  HISTORY     - 1973     GOOD             IAHD
 OQ0123  HISTORY     - 20020308 GOOD             JCLS
 OQ0123  HISTORY     - 20020315 GOOD             JCLS
 OQ0123
 OQ0123                          STATION DESCRIPTION
 OQ0123
 OQ0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0123'4.2 MI E FROM ROCK VALLEY.
 OQ0123'4.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0123'RAILROAD FROM THE STATION AT ROCK VALLEY, 1.4 MILES WEST OF THE
 OQ0123'CROSSING OF THE GREAT NORTHERN RAILWAY, 58.0 FEET SOUTHEAST OF
 OQ0123'THE CROSSING OF A NORTH-AND-SOUTH SECTION ROAD, 49.0 FEET EAST
 OQ0123'OF THE CENTERLINE OF THE ROAD, 44.5 FEET SOUTH OF THE SOUTH
 OQ0123'RAIL, AND 13.5 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER.  A
 OQ0123'STANDARD DISK, STAMPED W 12 1934 AND SET IN THE TOP OF A CONCRETE
 OQ0123'POST PROJECTING 5 INCHES ABOVE GROUND.
 OQ0123
 OQ0123                          STATION RECOVERY (1973)
 OQ0123
 OQ0123'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1973
 OQ0123'RECOVERED IN GOOD CONDITION.
 OQ0123
 OQ0123                          STATION RECOVERY (2002)
 OQ0123
 OQ0123'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 OQ0123'DESCRIPTION IS ADEQUATE
 OQ0123
 OQ0123                          STATION RECOVERY (2002)
 OQ0123
 OQ0123'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 OQ0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0650 ***********************************************************************
 LD0650  DESIGNATION -  W 121
 LD0650  PID         -  LD0650
 LD0650  STATE/COUNTY-  IA/VAN BUREN
 LD0650  USGS QUAD   -  FARMINGTON (1982)
 LD0650
 LD0650                         *CURRENT SURVEY CONTROL
 LD0650  ___________________________________________________________________
 LD0650* NAD 83(1986)-  40 38 23.     (N)    091 44 15.     (W)     SCALED    
 LD0650* NAVD 88     -       173.544  (meters)     569.37   (feet)  ADJUSTED  
 LD0650  ___________________________________________________________________
 LD0650  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LD0650  DYNAMIC HT  -         173.461 (meters)     569.10  (feet)  COMP
 LD0650  MODELED GRAV-     980,142.1   (mgal)                       NAVD 88
 LD0650
 LD0650  VERT ORDER  -  SECOND    CLASS 0
 LD0650
 LD0650.The horizontal coordinates were scaled from a topographic map and have
 LD0650.an estimated accuracy of +/- 6 seconds.
 LD0650
 LD0650.The orthometric height was determined by differential leveling
 LD0650.and adjusted by the National Geodetic Survey in June 1991..
 LD0650
 LD0650.The geoid height was determined by GEOID03.
 LD0650
 LD0650.The dynamic height is computed by dividing the NAVD 88
 LD0650.geopotential number by the normal gravity value computed on the
 LD0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0650.degrees latitude (g = 980.6199 gals.).
 LD0650
 LD0650.The modeled gravity was interpolated from observed gravity values.
 LD0650
 LD0650;                    North         East    Units  Estimated Accuracy
 LD0650;SPC IA S     -    72,550.      649,080.      MT  (+/- 180 meters Scaled)
 LD0650
 LD0650                          SUPERSEDED SURVEY CONTROL
 LD0650
 LD0650  NGVD 29 (??/??/92)  173.570  (m)          569.45   (f) ADJ UNCH    2 0
 LD0650
 LD0650.Superseded values are not recommended for survey control.
 LD0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0650.See file dsdata.txt to determine how the superseded data were derived.
 LD0650
 LD0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE067995(NAD 83)
 LD0650_MARKER: DB = BENCH MARK DISK
 LD0650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0650_SP_SET: CONCRETE GUARD RAIL
 LD0650_STAMPING: W 121 1935
 LD0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0650
 LD0650  HISTORY     - Date     Condition        Report By
 LD0650  HISTORY     - 1935     MONUMENTED       CGS
 LD0650  HISTORY     - 1982     GOOD             NGS
 LD0650  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 LD0650
 LD0650                          STATION DESCRIPTION
 LD0650
 LD0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0650'AT FARMINGTON.
 LD0650'AT FARMINGTON, VAN BUREN COUNTY, AT THE CROSSING OF THE CHICAGO,
 LD0650'BURLINGTON AND QUINCY RAILROAD AND THE CHICAGO, ROCK ISLAND
 LD0650'AND PACIFIC RAILWAY, 240 FEET SOUTHEAST OF THE STATION, AT A
 LD0650'4- BY 6-FOOT CONCRETE CULVERT UNDER A ROAD AND THE TRACK, AT
 LD0650'THE PEARL STREET CROSSING, 25 FEET SOUTH OF PEARL STREET,
 LD0650'18 FEET WEST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF THE
 LD0650'SOUTHEAST END OF THE NORTHEAST CONCRETE GUARDRAIL, AND 6 INCHES
 LD0650'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED W 121 1935.
 LD0650
 LD0650                          STATION RECOVERY (1982)
 LD0650
 LD0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LD0650'0.168 KM (0.1 MI) EAST ALONG PEARL STREET FROM THE JUNCTION ON WITH
 LD0650'SOUTH 4TH STREET, AT THE SITE OF AN OLD RAILROAD CROSSING, IN A BOX
 LD0650'CULVERT, 7.6 M (25 FT) SOUTH OF THE CENTERLINE OF PEARL STREET.
 LD0650
 LD0650                          STATION RECOVERY (2000)
 LD0650
 LD0650'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LD0650'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0620 ***********************************************************************
 LD0620  DESIGNATION -  W 122
 LD0620  PID         -  LD0620
 LD0620  STATE/COUNTY-  IA/HENRY
 LD0620  USGS QUAD   -  SALEM (1981)
 LD0620
 LD0620                         *CURRENT SURVEY CONTROL
 LD0620  ___________________________________________________________________
 LD0620* NAD 83(1986)-  40 50 08.     (N)    091 33 54.     (W)     SCALED    
 LD0620* NAVD 88     -       209.416  (meters)     687.06   (feet)  ADJUSTED  
 LD0620  ___________________________________________________________________
 LD0620  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LD0620  DYNAMIC HT  -         209.318 (meters)     686.74  (feet)  COMP
 LD0620  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 LD0620
 LD0620  VERT ORDER  -  SECOND    CLASS 0
 LD0620
 LD0620.The horizontal coordinates were scaled from a topographic map and have
 LD0620.an estimated accuracy of +/- 6 seconds.
 LD0620
 LD0620.The orthometric height was determined by differential leveling
 LD0620.and adjusted by the National Geodetic Survey in June 1991..
 LD0620
 LD0620.The geoid height was determined by GEOID03.
 LD0620
 LD0620.The dynamic height is computed by dividing the NAVD 88
 LD0620.geopotential number by the normal gravity value computed on the
 LD0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0620.degrees latitude (g = 980.6199 gals.).
 LD0620
 LD0620.The modeled gravity was interpolated from observed gravity values.
 LD0620
 LD0620;                    North         East    Units  Estimated Accuracy
 LD0620;SPC IA S     -    94,600.      663,190.      MT  (+/- 180 meters Scaled)
 LD0620
 LD0620                          SUPERSEDED SURVEY CONTROL
 LD0620
 LD0620  NGVD 29 (??/??/92)  209.454  (m)          687.18   (f) ADJ UNCH    2 0
 LD0620
 LD0620.Superseded values are not recommended for survey control.
 LD0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0620.See file dsdata.txt to determine how the superseded data were derived.
 LD0620
 LD0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF209214(NAD 83)
 LD0620_MARKER: DB = BENCH MARK DISK
 LD0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0620_STAMPING: W 122 1935
 LD0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0620+STABILITY: SURFACE MOTION
 LD0620
 LD0620  HISTORY     - Date     Condition        Report By
 LD0620  HISTORY     - 1935     MONUMENTED       CGS
 LD0620  HISTORY     - 1941     GOOD             NGS
 LD0620
 LD0620                          STATION DESCRIPTION
 LD0620
 LD0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LD0620'9 MI S FROM MT PLEASANT.
 LD0620'9.0 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE CITY SQUARE
 LD0620'AT MT. PLEASANT, HENRY COUNTY, 1.5 MILES NORTH OF THE LEE-HENRY
 LD0620'COUNTY LINE, AT A CROSSROADS, 60 FEET NORTH OF THE CENTERLINE
 LD0620'OF THE ROAD, 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2
 LD0620'FEET EAST OF A FENCE, AND 1 FOOT LOWER THAN THE HIGHWAY.  A
 LD0620'STANDARD DISK, STAMPED W 122 1935 AND SET IN THE TOP OF A CONCRETE
 LD0620'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0621 ***********************************************************************
 LD0621  DESIGNATION -  W 122 RESET
 LD0621  PID         -  LD0621
 LD0621  STATE/COUNTY-  IA/HENRY
 LD0621  USGS QUAD   -  SALEM (1981)
 LD0621
 LD0621                         *CURRENT SURVEY CONTROL
 LD0621  ___________________________________________________________________
 LD0621* NAD 83(1986)-  40 50 08.     (N)    091 33 59.     (W)     SCALED    
 LD0621* NAVD 88     -       208.68   (meters)     684.6    (feet)  RESET     
 LD0621  ___________________________________________________________________
 LD0621  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LD0621
 LD0621  VERT ORDER  -  THIRD
 LD0621
 LD0621.The horizontal coordinates were scaled from a topographic map and have
 LD0621.an estimated accuracy of +/- 6 seconds.
 LD0621
 LD0621.The orthometric height was computed from unverified reset data.
 LD0621
 LD0621.The geoid height was determined by GEOID03.
 LD0621
 LD0621;                    North         East    Units  Estimated Accuracy
 LD0621;SPC IA S     -    94,600.      663,070.      MT  (+/- 180 meters Scaled)
 LD0621
 LD0621                          SUPERSEDED SURVEY CONTROL
 LD0621
 LD0621.No superseded survey control is available for this station.
 LD0621
 LD0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF208214(NAD 83)
 LD0621_MARKER: DB = BENCH MARK DISK
 LD0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0621_STAMPING: W 122 RESET 1972
 LD0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0621+STABILITY: SURFACE MOTION
 LD0621
 LD0621  HISTORY     - Date     Condition        Report By
 LD0621  HISTORY     - 1972     MONUMENTED       NGS
 LD0621
 LD0621                          STATION DESCRIPTION
 LD0621
 LD0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LD0621'9 MI S FROM MT PLEASANT.
 LD0621'9.0 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE CITY SQUARE AT
 LD0621'MT. PLEASANT, 1.5 MILES NORTH OF THE LEE-HENRY COUNTY LINE,
 LD0621'AT A CROSSROAD, 120 FEET WEST OF THE CENTER OF HIGHWAY 218, 94
 LD0621'FEET NORTH OF A COUNTY ROAD, 33.5 FEET SOUTH-SOUTHEAST OF A
 LD0621'20-INCH OAK TREE AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT
 LD0621'IS A STANDARD DISK STAMPED W 122 RESET 1972, SET IN THE TOP OF
 LD0621'A 6 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE
 LD0621'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0497 ***********************************************************************
 MG0497  DESIGNATION -  W 123
 MG0497  PID         -  MG0497
 MG0497  STATE/COUNTY-  IA/WASHINGTON
 MG0497  USGS QUAD   -  WASHINGTON (1969)
 MG0497
 MG0497                         *CURRENT SURVEY CONTROL
 MG0497  ___________________________________________________________________
 MG0497* NAD 83(1986)-  41 17 31.     (N)    091 41 08.     (W)     SCALED    
 MG0497* NAVD 88     -       230.625  (meters)     756.64   (feet)  ADJUSTED  
 MG0497  ___________________________________________________________________
 MG0497  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0497  DYNAMIC HT  -         230.527 (meters)     756.32  (feet)  COMP
 MG0497  MODELED GRAV-     980,193.7   (mgal)                       NAVD 88
 MG0497
 MG0497  VERT ORDER  -  SECOND    CLASS 0
 MG0497
 MG0497.The horizontal coordinates were scaled from a topographic map and have
 MG0497.an estimated accuracy of +/- 6 seconds.
 MG0497
 MG0497.The orthometric height was determined by differential leveling
 MG0497.and adjusted by the National Geodetic Survey in June 1991..
 MG0497
 MG0497.The geoid height was determined by GEOID03.
 MG0497
 MG0497.The dynamic height is computed by dividing the NAVD 88
 MG0497.geopotential number by the normal gravity value computed on the
 MG0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0497.degrees latitude (g = 980.6199 gals.).
 MG0497
 MG0497.The modeled gravity was interpolated from observed gravity values.
 MG0497
 MG0497;                    North         East    Units  Estimated Accuracy
 MG0497;SPC IA S     -   145,050.      651,960.      MT  (+/- 180 meters Scaled)
 MG0497
 MG0497                          SUPERSEDED SURVEY CONTROL
 MG0497
 MG0497  NGVD 29 (??/??/92)  230.660  (m)          756.76   (f) ADJ UNCH    2 0
 MG0497
 MG0497.Superseded values are not recommended for survey control.
 MG0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0497.See file dsdata.txt to determine how the superseded data were derived.
 MG0497
 MG0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF100720(NAD 83)
 MG0497_MARKER: DB = BENCH MARK DISK
 MG0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0497_STAMPING: W 123 1935
 MG0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0497+STABILITY: SURFACE MOTION
 MG0497
 MG0497  HISTORY     - Date     Condition        Report By
 MG0497  HISTORY     - 1935     MONUMENTED       CGS
 MG0497  HISTORY     - 1941     GOOD             NGS
 MG0497
 MG0497                          STATION DESCRIPTION
 MG0497
 MG0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0497'AT WASHINGTON.
 MG0497'AT WASHINGTON, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 MG0497'0.6 MILE SOUTH OF THE STATION, AT A STREET CROSSING, 33 FEET SOUTH
 MG0497'OF THE CENTERLINE OF THE STREET, 18 FEET EAST OF THE CENTERLINE
 MG0497'OF THE TRACK, AND 4 FEET SOUTH OF A POLE.  A STANDARD DISK,
 MG0497'STAMPED W 123 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0595 ***********************************************************************
 LD0595  DESIGNATION -  W 124
 LD0595  PID         -  LD0595
 LD0595  STATE/COUNTY-  IA/JEFFERSON
 LD0595  USGS QUAD   -  LOCKRIDGE EAST (1980)
 LD0595
 LD0595                         *CURRENT SURVEY CONTROL
 LD0595  ___________________________________________________________________
 LD0595* NAD 83(1986)-  40 59 37.     (N)    091 44 11.     (W)     SCALED    
 LD0595* NAVD 88     -       219.219  (meters)     719.22   (feet)  ADJUSTED  
 LD0595  ___________________________________________________________________
 LD0595  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LD0595  DYNAMIC HT  -         219.121 (meters)     718.90  (feet)  COMP
 LD0595  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 LD0595
 LD0595  VERT ORDER  -  SECOND    CLASS 0
 LD0595
 LD0595.The horizontal coordinates were scaled from a topographic map and have
 LD0595.an estimated accuracy of +/- 6 seconds.
 LD0595
 LD0595.The orthometric height was determined by differential leveling
 LD0595.and adjusted by the National Geodetic Survey in June 1991..
 LD0595
 LD0595.The geoid height was determined by GEOID03.
 LD0595
 LD0595.The dynamic height is computed by dividing the NAVD 88
 LD0595.geopotential number by the normal gravity value computed on the
 LD0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0595.degrees latitude (g = 980.6199 gals.).
 LD0595
 LD0595.The modeled gravity was interpolated from observed gravity values.
 LD0595
 LD0595;                    North         East    Units  Estimated Accuracy
 LD0595;SPC IA S     -   111,840.      648,380.      MT  (+/- 180 meters Scaled)
 LD0595
 LD0595                          SUPERSEDED SURVEY CONTROL
 LD0595
 LD0595  NGVD 29 (??/??/92)  219.262  (m)          719.36   (f) ADJ UNCH    2 0
 LD0595
 LD0595.Superseded values are not recommended for survey control.
 LD0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0595.See file dsdata.txt to determine how the superseded data were derived.
 LD0595
 LD0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF062388(NAD 83)
 LD0595_MARKER: DB = BENCH MARK DISK
 LD0595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0595_SP_SET: BRIDGE
 LD0595_STAMPING: W 124 1935
 LD0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0595
 LD0595  HISTORY     - Date     Condition        Report By
 LD0595  HISTORY     - 1935     MONUMENTED       CGS
 LD0595  HISTORY     - 1976     MARK NOT FOUND   USGS
 LD0595  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 LD0595
 LD0595                          STATION DESCRIPTION
 LD0595
 LD0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0595'0.5 MI E FROM LOCKRIDGE.
 LD0595'0.5 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0595'FROM THE STATION AT LOCKRIDGE, JEFFERSON COUNTY, AT OVERPASS
 LD0595'243.22, IN THE TOP OF THE TOP STEP OF THE WEST CONCRETE ABUTMENT,
 LD0595'7 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND 1 FOOT
 LD0595'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED W 124 1935.
 LD0595
 LD0595                          STATION RECOVERY (1976)
 LD0595
 LD0595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LD0595'MARK NOT FOUND.
 LD0595
 LD0595                          STATION RECOVERY (2000)
 LD0595
 LD0595'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LD0595'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0525 ***********************************************************************
 LD0525  DESIGNATION -  W 125
 LD0525  PID         -  LD0525
 LD0525  STATE/COUNTY-  IA/DES MOINES
 LD0525  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0525
 LD0525                         *CURRENT SURVEY CONTROL
 LD0525  ___________________________________________________________________
 LD0525* NAD 83(1986)-  40 49 40.     (N)    091 10 12.     (W)     SCALED    
 LD0525* NAVD 88     -       215.518  (meters)     707.08   (feet)  ADJUSTED  
 LD0525  ___________________________________________________________________
 LD0525  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0525  DYNAMIC HT  -         215.418 (meters)     706.75  (feet)  COMP
 LD0525  MODELED GRAV-     980,158.2   (mgal)                       NAVD 88
 LD0525
 LD0525  VERT ORDER  -  SECOND    CLASS 0
 LD0525
 LD0525.The horizontal coordinates were scaled from a topographic map and have
 LD0525.an estimated accuracy of +/- 6 seconds.
 LD0525
 LD0525.The orthometric height was determined by differential leveling
 LD0525.and adjusted by the National Geodetic Survey in June 1991..
 LD0525
 LD0525.The geoid height was determined by GEOID03.
 LD0525
 LD0525.The dynamic height is computed by dividing the NAVD 88
 LD0525.geopotential number by the normal gravity value computed on the
 LD0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0525.degrees latitude (g = 980.6199 gals.).
 LD0525
 LD0525.The modeled gravity was interpolated from observed gravity values.
 LD0525
 LD0525;                    North         East    Units  Estimated Accuracy
 LD0525;SPC IA S     -    94,560.      696,520.      MT  (+/- 180 meters Scaled)
 LD0525
 LD0525                          SUPERSEDED SURVEY CONTROL
 LD0525
 LD0525  NGVD 29 (??/??/92)  215.571  (m)          707.25   (f) ADJ UNCH    2 0
 LD0525
 LD0525.Superseded values are not recommended for survey control.
 LD0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0525.See file dsdata.txt to determine how the superseded data were derived.
 LD0525
 LD0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF543212(NAD 83)
 LD0525_MARKER: DB = BENCH MARK DISK
 LD0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0525_STAMPING: W 124 1935
 LD0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0525+STABILITY: SURFACE MOTION
 LD0525
 LD0525  HISTORY     - Date     Condition        Report By
 LD0525  HISTORY     - 1935     MONUMENTED       CGS
 LD0525
 LD0525                          STATION DESCRIPTION
 LD0525
 LD0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0525'1.1 MI W FROM WEST BURLINGTON.
 LD0525'1.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0525'FROM THE STATION AT WEST BURLINGTON, DES MOINES COUNTY, AT A ROAD
 LD0525'CROSSING, 36 FEET EAST OF THE CENTERLINE OF THE ROAD, 33 FEET SOUTH
 LD0525'OF THE CENTERLINE OF THE SOUTH TRACK, 4 FEET NORTHEAST OF A FENCE
 LD0525'CORNER, 18 INCHES NORTH OF A FENCE, AND ABOUT 2 FEET ABOVE THE
 LD0525'LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED W 124 1935 AND SET
 LD0525'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0156 ***********************************************************************
 NM0156  DESIGNATION -  W 126 RESET
 NM0156  PID         -  NM0156
 NM0156  STATE/COUNTY-  IA/WOODBURY
 NM0156  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM0156
 NM0156                         *CURRENT SURVEY CONTROL
 NM0156  ___________________________________________________________________
 NM0156* NAD 83(1986)-  42 24 00.     (N)    096 22 13.     (W)     SCALED    
 NM0156* NAVD 88     -       333.59   (+/-2cm)    1094.5    (feet)  VERTCON   
 NM0156  ___________________________________________________________________
 NM0156  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 NM0156
 NM0156  VERT ORDER  -  ? (See Below)
 NM0156
 NM0156.The horizontal coordinates were scaled from a topographic map and have
 NM0156.an estimated accuracy of +/- 6 seconds.
 NM0156
 NM0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM0156.The vertical order pertains to the NGVD 29 superseded value.
 NM0156
 NM0156.The geoid height was determined by GEOID03.
 NM0156
 NM0156;                    North         East    Units  Estimated Accuracy
 NM0156;SPC IA N     - 1,103,980.    1,263,750.      MT  (+/- 180 meters Scaled)
 NM0156
 NM0156                          SUPERSEDED SURVEY CONTROL
 NM0156
 NM0156  NGVD 29 (??/??/92)  333.432  (m)         1093.93   (f) ADJ UNCH    ?  
 NM0156
 NM0156.Superseded values are not recommended for survey control.
 NM0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0156.See file dsdata.txt to determine how the superseded data were derived.
 NM0156
 NM0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM164975(NAD 83)
 NM0156_MARKER: DB = BENCH MARK DISK
 NM0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0156_STAMPING: W 126 RESET 1948
 NM0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0156+STABILITY: SURFACE MOTION
 NM0156
 NM0156  HISTORY     - Date     Condition        Report By
 NM0156  HISTORY     - 1948     MONUMENTED       CGS
 NM0156  HISTORY     - 1966     GOOD             NGS
 NM0156  HISTORY     - 1979     MARK NOT FOUND   NGS
 NM0156  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0156
 NM0156                          STATION DESCRIPTION
 NM0156
 NM0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NM0156'AT SARGEANT BLUFF.
 NM0156'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW DESCRIPTION
 NM0156'FOLLOWS.  THE MARK IS LOCATED 74.5 FEET WEST OF THE CENTERLINE OF
 NM0156'HARBOR DRIVE, 47.0 FEET EAST OF THE CENTERLINE OF MAC ARTHUR STREET,
 NM0156'32.0 FEET NORTH OF THE CENTERLINE OF OGDEN AVENUE, AND 1.7 FEET
 NM0156'SOUTH OF A 4 BY 4 WITNESS POST.  THE MARK APPEARS TO BE CEMENTED
 NM0156'INTO THE FLANGE OF A 4-INCH CAST IRON PIPE THAT IS CEMENTED INTO
 NM0156'A ROUND CONCRETE POST THAT IS FORMED BY 5 GALLON CAN AND PROJECTS
 NM0156'ABOUT 1 FOOT ABOVE THE GROUND SURFACE.
 NM0156
 NM0156                          STATION RECOVERY (1979)
 NM0156
 NM0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NM0156'MARK NOT FOUND.
 NM0156
 NM0156                          STATION RECOVERY (1989)
 NM0156
 NM0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0863 ***********************************************************************
 LF0863  DESIGNATION -  W 127
 LF0863  PID         -  LF0863
 LF0863  STATE/COUNTY-  IA/FREMONT
 LF0863  USGS QUAD   -  MC PAUL (1984)
 LF0863
 LF0863                         *CURRENT SURVEY CONTROL
 LF0863  ___________________________________________________________________
 LF0863* NAD 83(1986)-  40 46 57.     (N)    095 48 24.     (W)     SCALED    
 LF0863* NAVD 88     -       284.324  (meters)     932.82   (feet)  ADJUSTED  
 LF0863  ___________________________________________________________________
 LF0863  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 LF0863  DYNAMIC HT  -         284.180 (meters)     932.35  (feet)  COMP
 LF0863  MODELED GRAV-     980,113.3   (mgal)                       NAVD 88
 LF0863
 LF0863  VERT ORDER  -  FIRST     CLASS II
 LF0863
 LF0863.The horizontal coordinates were scaled from a topographic map and have
 LF0863.an estimated accuracy of +/- 6 seconds.
 LF0863
 LF0863.The orthometric height was determined by differential leveling
 LF0863.and adjusted by the National Geodetic Survey in June 1991..
 LF0863
 LF0863.The geoid height was determined by GEOID03.
 LF0863
 LF0863.The dynamic height is computed by dividing the NAVD 88
 LF0863.geopotential number by the normal gravity value computed on the
 LF0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0863.degrees latitude (g = 980.6199 gals.).
 LF0863
 LF0863.The modeled gravity was interpolated from observed gravity values.
 LF0863
 LF0863;                    North         East    Units  Estimated Accuracy
 LF0863;SPC IA S     -    89,480.      305,320.      MT  (+/- 180 meters Scaled)
 LF0863
 LF0863                          SUPERSEDED SURVEY CONTROL
 LF0863
 LF0863  NGVD 29 (??/??/92)  284.226  (m)          932.50   (f) ADJ UNCH    1 2
 LF0863
 LF0863.Superseded values are not recommended for survey control.
 LF0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0863.See file dsdata.txt to determine how the superseded data were derived.
 LF0863
 LF0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF631184(NAD 83)
 LF0863_MARKER: DB = BENCH MARK DISK
 LF0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0863_SP_SET: CONCRETE POST
 LF0863_STAMPING: W 127 1947
 LF0863_MARK LOGO: CGS   
 LF0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0863+STABILITY: SURFACE MOTION
 LF0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0863+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 LF0863
 LF0863  HISTORY     - Date     Condition        Report By
 LF0863  HISTORY     - 1947     MONUMENTED       CGS
 LF0863  HISTORY     - 19890724 GOOD             NGS
 LF0863
 LF0863                          STATION DESCRIPTION
 LF0863
 LF0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0863'2.3 MI N FROM PERCIVAL.
 LF0863'2.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0863'FROM THE STATION AT PERCIVAL, 236.7 FEET SOUTH SOUTHWEST OF AND
 LF0863'ACROSS THE TRACK FROM MILE POST NO.158, 47.7 FEET WEST OF THE
 LF0863'WEST RAIL OF THE TRACK, 24.7 FEET NORTH OF THE CENTER POST OF
 LF0863'THREE BRACED CONCRETE POSTS WHICH ARE IN THE WEST RIGHT OF WAY
 LF0863'FENCE, 8.5 FEET NORTH OF A RAILROAD SPIKE DRIVEN IN THE NORTH
 LF0863'SIDE OF A 2 1/2-FOOT LONE ELM TREE, 2.0 FEET SOUTH OF A REFERENCE
 LF0863'POST, 1.1 FOOT EAST OF THE WEST RIGHT OF WAY FENCE, SET IN A
 LF0863'CONCRETE POST ABOUT 2 FEET BELOW THE TRACK AND PROJECTING 0.4
 LF0863'FOOT.
 LF0863
 LF0863                          STATION RECOVERY (1989)
 LF0863
 LF0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0863'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.7 KM
 LF0863'(2.30 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0863'POST OFFICE IN PERCIVAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0052 ***********************************************************************
 MK0052  DESIGNATION -  W 128
 MK0052  PID         -  MK0052
 MK0052  STATE/COUNTY-  IA/HARRISON
 MK0052  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0052
 MK0052                         *CURRENT SURVEY CONTROL
 MK0052  ___________________________________________________________________
 MK0052* NAD 83(1986)-  41 50 32.     (N)    096 04 15.     (W)     SCALED    
 MK0052* NAVD 88     -       315.086  (meters)    1033.74   (feet)  ADJUSTED  
 MK0052  ___________________________________________________________________
 MK0052  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 MK0052  DYNAMIC HT  -         314.963 (meters)    1033.34  (feet)  COMP
 MK0052  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 MK0052
 MK0052  VERT ORDER  -  FIRST     CLASS II
 MK0052
 MK0052.The horizontal coordinates were scaled from a topographic map and have
 MK0052.an estimated accuracy of +/- 6 seconds.
 MK0052
 MK0052.The orthometric height was determined by differential leveling
 MK0052.and adjusted by the National Geodetic Survey in June 1991..
 MK0052
 MK0052.The geoid height was determined by GEOID03.
 MK0052
 MK0052.The dynamic height is computed by dividing the NAVD 88
 MK0052.geopotential number by the normal gravity value computed on the
 MK0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0052.degrees latitude (g = 980.6199 gals.).
 MK0052
 MK0052.The modeled gravity was interpolated from observed gravity values.
 MK0052
 MK0052;                    North         East    Units  Estimated Accuracy
 MK0052;SPC IA S     -   207,740.      286,510.      MT  (+/- 180 meters Scaled)
 MK0052
 MK0052                          SUPERSEDED SURVEY CONTROL
 MK0052
 MK0052  NGVD 29 (??/??/92)  314.940  (m)         1033.27   (f) ADJ UNCH    1 2
 MK0052
 MK0052.Superseded values are not recommended for survey control.
 MK0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0052.See file dsdata.txt to determine how the superseded data were derived.
 MK0052
 MK0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM431364(NAD 83)
 MK0052_MARKER: DB = BENCH MARK DISK
 MK0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0052_SP_SET: CONCRETE POST
 MK0052_STAMPING: W 128 1948
 MK0052_MARK LOGO: CGS   
 MK0052_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0052+STABILITY: SURFACE MOTION
 MK0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0052+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1997
 MK0052
 MK0052  HISTORY     - Date     Condition        Report By
 MK0052  HISTORY     - 1948     MONUMENTED       CGS
 MK0052  HISTORY     - 1974     GOOD             LOCSUR
 MK0052  HISTORY     - 19890828 GOOD             NGS
 MK0052  HISTORY     - 19971118 GOOD             NGS
 MK0052
 MK0052                          STATION DESCRIPTION
 MK0052
 MK0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0052'2.9 MI N FROM RIVER SIOUX.
 MK0052'2.9 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0052'THE STATION AT RIVER SIOUX, AT A ROAD CROSSING, 48.1 FEET EAST
 MK0052'OF AND 12.0 FEET LOWER THAN THE EAST RAIL OF THE TRACK, 42.0
 MK0052'FEET SOUTH OF AND ACROSS THE ROAD FROM THE CENTER OF A PUMP
 MK0052'AT A WELL, 25.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MK0052'13.9 FEET WEST OF THE MOST NORTHWESTERLY ONE OF A GROUP OF
 MK0052'SEVERAL LARGE COTTONWOOD TREES, 1.4 FEET NORTH OF A REFERENCE
 MK0052'POST, 1.3 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, AND SET
 MK0052'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 MK0052'GROUND.
 MK0052
 MK0052                          STATION RECOVERY (1974)
 MK0052
 MK0052'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0052'RECOVERED IN GOOD CONDITION.
 MK0052
 MK0052                          STATION RECOVERY (1989)
 MK0052
 MK0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0052'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.6 KM
 MK0052'(2.85 MI) NORTHWESTERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 MK0052'FROM ITS JUNCTION WITH STATE HIGHWAY 301 IN RIVER SIOUX.  DELETE--42.0
 MK0052'FEET SOUTH AND ACROSS THE ROAD FROM THE CENTER OF A PUMP AT A WELL,
 MK0052'13.9 FEET WEST OF THE MOST NORTHWESTERLY ONE OF A GROUP OF SEVERAL
 MK0052'LARGE COTTONWOOD TREES, AND 1.3 FEET WEST OF THE EAST RIGHT-OF-WAY
 MK0052'FENCE.
 MK0052
 MK0052                          STATION RECOVERY (1997)
 MK0052
 MK0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 MK0052'0.2 KM (0.10 MI) SOUTHERLY ALONG 2ND STREET FROM THE POST OFFICE IN
 MK0052'LITTLE SIOUX, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG STATE HIGHWAY
 MK0052'301, THENCE 4.5 KM (2.80 MI) NORTHERLY ALONG COUNTY ROAD K 45, THENCE
 MK0052'0.2 KM (0.10 MI) EASTERLY ALONG COUNTY ROAD 1150, 18.8 M (61.7 FT)
 MK0052'EAST OF THE NEAR RAIL OF THE CHICAGO AND NORTHWESTERN RAILROAD, 7.9 M
 MK0052'(25.9 FT) SOUTH OF THE ROAD CENTER, 0.4 M (1.3 FT) NORTH OF A WITNESS
 MK0052'POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS
 MK0052'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0077 ***********************************************************************
 NM0077  DESIGNATION -  W 129
 NM0077  PID         -  NM0077
 NM0077  STATE/COUNTY-  IA/MONONA
 NM0077  USGS QUAD   -  ONAWA (1969)
 NM0077
 NM0077                         *CURRENT SURVEY CONTROL
 NM0077  ___________________________________________________________________
 NM0077* NAD 83(1986)-  42 01 39.     (N)    096 05 41.     (W)     SCALED    
 NM0077* NAVD 88     -       320.464  (meters)    1051.39   (feet)  ADJUSTED  
 NM0077  ___________________________________________________________________
 NM0077  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 NM0077  DYNAMIC HT  -         320.347 (meters)    1051.01  (feet)  COMP
 NM0077  MODELED GRAV-     980,250.4   (mgal)                       NAVD 88
 NM0077
 NM0077  VERT ORDER  -  FIRST     CLASS II
 NM0077
 NM0077.The horizontal coordinates were scaled from a topographic map and have
 NM0077.an estimated accuracy of +/- 6 seconds.
 NM0077
 NM0077.The orthometric height was determined by differential leveling
 NM0077.and adjusted by the National Geodetic Survey in June 1991..
 NM0077
 NM0077.The geoid height was determined by GEOID03.
 NM0077
 NM0077.The dynamic height is computed by dividing the NAVD 88
 NM0077.geopotential number by the normal gravity value computed on the
 NM0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0077.degrees latitude (g = 980.6199 gals.).
 NM0077
 NM0077.The modeled gravity was interpolated from observed gravity values.
 NM0077
 NM0077;                    North         East    Units  Estimated Accuracy
 NM0077;SPC IA N     - 1,061,890.    1,285,150.      MT  (+/- 180 meters Scaled)
 NM0077
 NM0077                          SUPERSEDED SURVEY CONTROL
 NM0077
 NM0077  NGVD 29 (??/??/92)  320.294  (m)         1050.83   (f) ADJ UNCH    1 2
 NM0077
 NM0077.Superseded values are not recommended for survey control.
 NM0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0077.See file dsdata.txt to determine how the superseded data were derived.
 NM0077
 NM0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM405569(NAD 83)
 NM0077_MARKER: DB = BENCH MARK DISK
 NM0077_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NM0077+WITH SETTING: PAVEMENT
 NM0077_SP_SET: TOWER FOUNDATION
 NM0077_STAMPING: W 129 1948
 NM0077_MARK LOGO: CGS   
 NM0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0077+STABILITY: SURFACE MOTION
 NM0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0077+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 NM0077
 NM0077  HISTORY     - Date     Condition        Report By
 NM0077  HISTORY     - 1948     MONUMENTED       CGS
 NM0077  HISTORY     - 1949     GOOD             NGS
 NM0077  HISTORY     - 19890817 GOOD             NGS
 NM0077  HISTORY     - 20060829 GOOD             GEOCAC
 NM0077
 NM0077                          STATION DESCRIPTION
 NM0077
 NM0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0077'AT ONAWA.
 NM0077'AT ONAWA, 0.25 MILE NORTH OF THE CHICAGO AND NORTH WESTERN
 NM0077'RAILROAD STATION AT THE CITY WATER TOWER, 202.0 FEET WEST OF
 NM0077'THE WEST RAIL OF THE CHICAGO AND NORTH WESTERN RAILROAD, 157.0
 NM0077'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST STREET, 23.0
 NM0077'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ALLEY AND 7.0
 NM0077'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ALLEY IN THE
 NM0077'GREEN GABLES LUMBER COMPNAY YARD, SET IN THE TOP OF THE BASE OF
 NM0077'THE SOUTHWEST LEG OF THE WATER TOWER.
 NM0077
 NM0077                          STATION RECOVERY (1949)
 NM0077
 NM0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0077'RECOVERED IN GOOD CONDITION.
 NM0077
 NM0077                          STATION RECOVERY (1989)
 NM0077
 NM0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0077'RECOVERED IN GOOD CONDITION WITH THE FOLLING EXCEPTIONS.  CHANGE--0.25
 NM0077'MILE, TO 0.2 KM (0.10 MI), AND STATION, TO IOWA AVENUE.  DELETE--7.0
 NM0077'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ALLEY IN THE GREEN
 NM0077'GABLES LUMBER YARD.
 NM0077
 NM0077                          STATION RECOVERY (2006)
 NM0077
 NM0077'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NM0077'HANDHELD COORDINATES N42 01 39.6 W096 05 42.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0308 ***********************************************************************
 NL0308  DESIGNATION -  W 13
 NL0308  PID         -  NL0308
 NL0308  STATE/COUNTY-  IA/SAC
 NL0308  USGS QUAD   -  EARLY (1980)
 NL0308
 NL0308                         *CURRENT SURVEY CONTROL
 NL0308  ___________________________________________________________________
 NL0308* NAD 83(1986)-  42 27 35.     (N)    095 09 08.     (W)     SCALED    
 NL0308* NAVD 88     -       406.324  (meters)    1333.08   (feet)  ADJUSTED  
 NL0308  ___________________________________________________________________
 NL0308  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 NL0308  DYNAMIC HT  -         406.179 (meters)    1332.61  (feet)  COMP
 NL0308  MODELED GRAV-     980,253.4   (mgal)                       NAVD 88
 NL0308
 NL0308  VERT ORDER  -  FIRST     CLASS II
 NL0308
 NL0308.The horizontal coordinates were scaled from a topographic map and have
 NL0308.an estimated accuracy of +/- 6 seconds.
 NL0308
 NL0308.The orthometric height was determined by differential leveling
 NL0308.and adjusted by the National Geodetic Survey in June 1991..
 NL0308
 NL0308.The geoid height was determined by GEOID03.
 NL0308
 NL0308.The dynamic height is computed by dividing the NAVD 88
 NL0308.geopotential number by the normal gravity value computed on the
 NL0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0308.degrees latitude (g = 980.6199 gals.).
 NL0308
 NL0308.The modeled gravity was interpolated from observed gravity values.
 NL0308
 NL0308;                    North         East    Units  Estimated Accuracy
 NL0308;SPC IA N     - 1,107,930.    1,364,120.      MT  (+/- 180 meters Scaled)
 NL0308
 NL0308                          SUPERSEDED SURVEY CONTROL
 NL0308
 NL0308  NGVD 29 (??/??/92)  406.218  (m)         1332.73   (f) ADJ UNCH    1 2
 NL0308
 NL0308.Superseded values are not recommended for survey control.
 NL0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0308.See file dsdata.txt to determine how the superseded data were derived.
 NL0308
 NL0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH230030(NAD 83)
 NL0308_MARKER: DB = BENCH MARK DISK
 NL0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0308_STAMPING: 1332.734 W 13 1933
 NL0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0308+STABILITY: SURFACE MOTION
 NL0308
 NL0308  HISTORY     - Date     Condition        Report By
 NL0308  HISTORY     - 1933     MONUMENTED       CGS
 NL0308  HISTORY     - 1934     POOR             NGS
 NL0308
 NL0308                          STATION DESCRIPTION
 NL0308
 NL0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0308'AT EARLY.
 NL0308'AT EARLY, SAC COUNTY, 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NL0308'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, AT A STREET
 NL0308'CROSSING, 33 FEET WEST OF THE CENTERLINE OF THE STREET, 29.9 FEET
 NL0308'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 9 FEET EAST OF THE
 NL0308'EAST EDGE OF THE SIDEWALK, AND 5 FEET NORTHWEST OF A POWER
 NL0308'TRANSMISSION LINE POLE.  A STANDARD DISK, STAMPED 1332.734 W
 NL0308'13 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SEVERAL
 NL0308'PIECES OF CONCRETE HAVE BEEN BROKEN OFF OF THE EDGES OF THE
 NL0308'TOP OF THE MONUMENT, BUT I DO NOT BELIEVE THAT ITS USEFULLNESS
 NL0308'AS A BENCH MARK HAS BEEN HURT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0841 ***********************************************************************
 MJ0841  DESIGNATION -  W 130
 MJ0841  PID         -  MJ0841
 MJ0841  STATE/COUNTY-  IA/MILLS
 MJ0841  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0841
 MJ0841                         *CURRENT SURVEY CONTROL
 MJ0841  ___________________________________________________________________
 MJ0841* NAD 83(1986)-  41 08 59.     (N)    095 52 24.     (W)     SCALED    
 MJ0841* NAVD 88     -       294.698  (meters)     966.86   (feet)  ADJUSTED  
 MJ0841  ___________________________________________________________________
 MJ0841  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 MJ0841  DYNAMIC HT  -         294.578 (meters)     966.46  (feet)  COMP
 MJ0841  MODELED GRAV-     980,208.4   (mgal)                       NAVD 88
 MJ0841
 MJ0841  VERT ORDER  -  SECOND    CLASS 0
 MJ0841
 MJ0841.The horizontal coordinates were scaled from a topographic map and have
 MJ0841.an estimated accuracy of +/- 6 seconds.
 MJ0841
 MJ0841.The orthometric height was determined by differential leveling
 MJ0841.and adjusted by the National Geodetic Survey in June 1991..
 MJ0841
 MJ0841.The geoid height was determined by GEOID03.
 MJ0841
 MJ0841.The dynamic height is computed by dividing the NAVD 88
 MJ0841.geopotential number by the normal gravity value computed on the
 MJ0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0841.degrees latitude (g = 980.6199 gals.).
 MJ0841
 MJ0841.The modeled gravity was interpolated from observed gravity values.
 MJ0841
 MJ0841;                    North         East    Units  Estimated Accuracy
 MJ0841;SPC IA S     -   130,390.      300,810.      MT  (+/- 180 meters Scaled)
 MJ0841
 MJ0841                          SUPERSEDED SURVEY CONTROL
 MJ0841
 MJ0841  NGVD 29 (??/??/92)  294.604  (m)          966.55   (f) ADJ UNCH    2 0
 MJ0841
 MJ0841.Superseded values are not recommended for survey control.
 MJ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0841.See file dsdata.txt to determine how the superseded data were derived.
 MJ0841
 MJ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF588593(NAD 83)
 MJ0841_MARKER: DB = BENCH MARK DISK
 MJ0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0841_STAMPING: W 130 1948
 MJ0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0841+STABILITY: SURFACE MOTION
 MJ0841
 MJ0841  HISTORY     - Date     Condition        Report By
 MJ0841  HISTORY     - 1948     MONUMENTED       CGS
 MJ0841  HISTORY     - 1955     POOR             USGS
 MJ0841
 MJ0841                          STATION DESCRIPTION
 MJ0841
 MJ0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0841'11.2 MI SW FROM COUNCIL BLUFFS.
 MJ0841'7.75 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND PACIFIC
 MJ0841'RAILROAD FROM THE STATION AT COUNCIL BLUFFS, THENCE 2.15 MILES
 MJ0841'WEST ALONG A DIRT ROAD, THENCE 0.25 MILE NORTH ALONG A DIRT
 MJ0841'ROAD, THENCE 0.85 MILE WEST ALONG A DIRT ROAD, THENCE 0.25 MILE
 MJ0841'SOUTH ALONG A DIRT ROAD, ABOUT 250.0 FEET WEST OF THE TWO STORY
 MJ0841'FARM HOUSE OF BERNARD BRANDT, 16.4 FEET NORTH OF THE CENTER
 MJ0841'LINE OF A FARM ROAD LEADING FROM THE DWELLING TO THE BARN
 MJ0841'BUILDINGS OF BERNARD BRANDT, 11.6 FEET SOUTH OF A GASOLINE PUMP,
 MJ0841'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MJ0841'THE GROUND.  NOTE-- POST IS LEANING ON A 45 DEGREE ANGLE.
 MJ0841
 MJ0841                          STATION RECOVERY (1955)
 MJ0841
 MJ0841'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0841'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0607 ***********************************************************************
 MJ0607  DESIGNATION -  W 131
 MJ0607  PID         -  MJ0607
 MJ0607  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0607  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0607
 MJ0607                         *CURRENT SURVEY CONTROL
 MJ0607  ___________________________________________________________________
 MJ0607* NAD 83(1986)-  41 13 04.     (N)    095 50 17.     (W)     SCALED    
 MJ0607* NAVD 88     -       298.551  (meters)     979.50   (feet)  ADJUSTED  
 MJ0607  ___________________________________________________________________
 MJ0607  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 MJ0607  DYNAMIC HT  -         298.430 (meters)     979.10  (feet)  COMP
 MJ0607  MODELED GRAV-     980,210.4   (mgal)                       NAVD 88
 MJ0607
 MJ0607  VERT ORDER  -  FIRST     CLASS II
 MJ0607
 MJ0607.The horizontal coordinates were scaled from a topographic map and have
 MJ0607.an estimated accuracy of +/- 6 seconds.
 MJ0607
 MJ0607.The orthometric height was determined by differential leveling
 MJ0607.and adjusted by the National Geodetic Survey in June 1991..
 MJ0607.WARNING-Repeat measurements at this control monument indicate possible
 MJ0607.vertical movement.
 MJ0607
 MJ0607.The geoid height was determined by GEOID03.
 MJ0607
 MJ0607.The dynamic height is computed by dividing the NAVD 88
 MJ0607.geopotential number by the normal gravity value computed on the
 MJ0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0607.degrees latitude (g = 980.6199 gals.).
 MJ0607
 MJ0607.The modeled gravity was interpolated from observed gravity values.
 MJ0607
 MJ0607;                    North         East    Units  Estimated Accuracy
 MJ0607;SPC IA S     -   137,870.      303,970.      MT  (+/- 180 meters Scaled)
 MJ0607
 MJ0607                          SUPERSEDED SURVEY CONTROL
 MJ0607
 MJ0607  NGVD 29 (??/??/92)  298.434  (m)          979.11   (f) ADJ UNCH    1 2
 MJ0607
 MJ0607.Superseded values are not recommended for survey control.
 MJ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0607.See file dsdata.txt to determine how the superseded data were derived.
 MJ0607
 MJ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF620668(NAD 83)
 MJ0607_MARKER: DB = BENCH MARK DISK
 MJ0607_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ0607_SP_SET: PILE CAP
 MJ0607_STAMPING: W 131 1948
 MJ0607_MARK LOGO: CGS   
 MJ0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0607+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1989
 MJ0607
 MJ0607  HISTORY     - Date     Condition        Report By
 MJ0607  HISTORY     - 1948     MONUMENTED       CGS
 MJ0607  HISTORY     - 1964     GOOD             NGS
 MJ0607  HISTORY     - 19890813 GOOD             NGS
 MJ0607
 MJ0607                          STATION DESCRIPTION
 MJ0607
 MJ0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0607'2.5 MI S FROM COUNCIL BLUFFS.
 MJ0607'2.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0607'FROM THE STATION AT COUNCIL BLUFFS, 0.6 MILE EAST OF MANAWA
 MJ0607'PARK SCHOOL, AT U.S. HIGHWAY BRIDGE OVER THE RAILROAD, SET IN
 MJ0607'THE EAST CORNER OF THE CONCRETE BASE FOR THE MOST EASTERLY
 MJ0607'STEEL PILLAR ON THE SOUTHWEST SIDE OF THE TRACK, 5.6 FEET WEST
 MJ0607'OF THE WEST CORNER OF THE RAILROAD BRIDGE (NO. 489.71), 9.1 FEET
 MJ0607'SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT LEVEL WITH THE RAIL.
 MJ0607
 MJ0607                          STATION RECOVERY (1964)
 MJ0607
 MJ0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MJ0607'RECOVERED IN GOOD CONDITION.
 MJ0607
 MJ0607                          STATION RECOVERY (1989)
 MJ0607
 MJ0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0607'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.6 KM
 MJ0607'(2.25 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 MJ0607'JUNCTION OF 16TH AVENUE IN COUNCIL BLUFFS, IN THE SOUTHEAST CORNER OF
 MJ0607'AN ABANDONED PILE CAP THAT PROJECTS 0.8 M (2.6 FT) ABOVE THE GROUND
 MJ0607'SURFACE, 3.1 M (10.2 FT) SOUTHEAST OF THE CENTER OF STATE HIGHWAY 92,
 MJ0607'2.8 M (9.2 FT) SOUTHWEST OF THE NEAR RAIL, 1.7 M (5.6 FT) NORTHWEST OF
 MJ0607'THE WEST CORNER OF A SMALL RAILROAD BRIDGE, AND LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0541 ***********************************************************************
 MJ0541  DESIGNATION -  W 132
 MJ0541  PID         -  MJ0541
 MJ0541  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0541  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0541
 MJ0541                         *CURRENT SURVEY CONTROL
 MJ0541  ___________________________________________________________________
 MJ0541* NAD 83(1986)-  41 13 47.     (N)    095 49 40.     (W)     SCALED    
 MJ0541* NAVD 88     -       301.558  (meters)     989.36   (feet)  ADJUSTED  
 MJ0541  ___________________________________________________________________
 MJ0541  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 MJ0541  DYNAMIC HT  -         301.435 (meters)     988.96  (feet)  COMP
 MJ0541  MODELED GRAV-     980,207.4   (mgal)                       NAVD 88
 MJ0541
 MJ0541  VERT ORDER  -  FIRST     CLASS II
 MJ0541
 MJ0541.The horizontal coordinates were scaled from a topographic map and have
 MJ0541.an estimated accuracy of +/- 6 seconds.
 MJ0541
 MJ0541.The orthometric height was determined by differential leveling
 MJ0541.and adjusted by the National Geodetic Survey in June 1991..
 MJ0541
 MJ0541.The geoid height was determined by GEOID03.
 MJ0541
 MJ0541.The dynamic height is computed by dividing the NAVD 88
 MJ0541.geopotential number by the normal gravity value computed on the
 MJ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0541.degrees latitude (g = 980.6199 gals.).
 MJ0541
 MJ0541.The modeled gravity was interpolated from observed gravity values.
 MJ0541
 MJ0541;                    North         East    Units  Estimated Accuracy
 MJ0541;SPC IA S     -   139,170.      304,870.      MT  (+/- 180 meters Scaled)
 MJ0541
 MJ0541                          SUPERSEDED SURVEY CONTROL
 MJ0541
 MJ0541  NGVD 29 (??/??/92)  301.448  (m)          989.00   (f) ADJ UNCH    1 2
 MJ0541
 MJ0541.Superseded values are not recommended for survey control.
 MJ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0541.See file dsdata.txt to determine how the superseded data were derived.
 MJ0541
 MJ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF629681(NAD 83)
 MJ0541_MARKER: DB = BENCH MARK DISK
 MJ0541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0541_SP_SET: PIERS
 MJ0541_STAMPING: W 132 1948
 MJ0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0541
 MJ0541  HISTORY     - Date     Condition        Report By
 MJ0541  HISTORY     - 1948     MONUMENTED       CGS
 MJ0541  HISTORY     - 1964     GOOD             NGS
 MJ0541
 MJ0541                          STATION DESCRIPTION
 MJ0541
 MJ0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0541'1.7 MI SE FROM COUNCIL BLUFFS.
 MJ0541'1.7 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0541'RAILROAD FROM THE STATION AT COUNCIL BLUFFS, AT RAILROAD MILEAGE
 MJ0541'497.5, AT THE STATE HIGHWAY 375 OVERPASS OVER THE CHICAGO, ROCK
 MJ0541'ISLAND AND PACIFIC AND THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0541'RAILROADS, SET IN THE NORTHWEST FACE OF THE SOUTHWESTERNMOST ONE
 MJ0541'OF TWO PIERS IN THE FIRST ROW OF PIERS SOUTHEAST OF THE CHICAGO,
 MJ0541'ROCK ISLAND AND PACIFIC TRACKS, 7.5 FEET SOUTHEAST OF THE SOUTHEAST
 MJ0541'RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC TRACKS, 3.0 FEET ABOVE
 MJ0541'THE GROUND, 2.0 FEET ABOVE THE TRACKS.
 MJ0541
 MJ0541                          STATION RECOVERY (1964)
 MJ0541
 MJ0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MJ0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1140 ***********************************************************************
 LF1140  DESIGNATION -  W 133
 LF1140  PID         -  LF1140
 LF1140  STATE/COUNTY-  IA/FREMONT
 LF1140  USGS QUAD   -  MC PAUL (1984)
 LF1140
 LF1140                         *CURRENT SURVEY CONTROL
 LF1140  ___________________________________________________________________
 LF1140* NAD 83(1986)-  40 51 02.     (N)    095 49 31.     (W)     SCALED    
 LF1140* NAVD 88     -       286.774  (meters)     940.86   (feet)  ADJUSTED  
 LF1140  ___________________________________________________________________
 LF1140  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 LF1140  DYNAMIC HT  -         286.638 (meters)     940.41  (feet)  COMP
 LF1140  MODELED GRAV-     980,145.2   (mgal)                       NAVD 88
 LF1140
 LF1140  VERT ORDER  -  SECOND    CLASS 0
 LF1140
 LF1140.The horizontal coordinates were scaled from a topographic map and have
 LF1140.an estimated accuracy of +/- 6 seconds.
 LF1140
 LF1140.The orthometric height was determined by differential leveling
 LF1140.and adjusted by the National Geodetic Survey in June 1991..
 LF1140
 LF1140.The geoid height was determined by GEOID03.
 LF1140
 LF1140.The dynamic height is computed by dividing the NAVD 88
 LF1140.geopotential number by the normal gravity value computed on the
 LF1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1140.degrees latitude (g = 980.6199 gals.).
 LF1140
 LF1140.The modeled gravity was interpolated from observed gravity values.
 LF1140
 LF1140;                    North         East    Units  Estimated Accuracy
 LF1140;SPC IA S     -    97,070.      303,950.      MT  (+/- 180 meters Scaled)
 LF1140
 LF1140                          SUPERSEDED SURVEY CONTROL
 LF1140
 LF1140  NGVD 29 (??/??/92)  286.686  (m)          940.57   (f) ADJ UNCH    2 0
 LF1140
 LF1140.Superseded values are not recommended for survey control.
 LF1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1140.See file dsdata.txt to determine how the superseded data were derived.
 LF1140
 LF1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF618260(NAD 83)
 LF1140_MARKER: DB = BENCH MARK DISK
 LF1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1140_STAMPING: W 133 1948
 LF1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1140+STABILITY: SURFACE MOTION
 LF1140
 LF1140  HISTORY     - Date     Condition        Report By
 LF1140  HISTORY     - 1948     MONUMENTED       CGS
 LF1140
 LF1140                          STATION DESCRIPTION
 LF1140
 LF1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1140'3.4 MI NW FROM MC PAUL.
 LF1140'1.25 MILES WEST ALONG GRAVEL AND DIRT ROADS FROM THE CHICAGO,
 LF1140'BURLINGTON AND QUINCY RAILROAD STATION AT MC PAUL, THENCE 1.0
 LF1140'MILE NORTH ALONG A DIRT ROAD, THENCE 0.85 MILE NORTH ALONG A
 LF1140'DIRT ROAD ON TOP OF THE RIVER LEVEE, THENCE 0.25 MILE NORTHEAST
 LF1140'AND 0.1 MILE EAST ALONG A DIRT ROAD, 0.1 MILE WEST OF THE
 LF1140'JUNCTION OF THE EAST-WEST ROAD AND A DIRT ROAD LEADING NORTH,
 LF1140'28.8 FEET WEST OF THE CENTER OF THE GATE FOR THE WALKWAY LEADING
 LF1140'TO THE FRONT ENTRANCE OF THE E.L. GARREANS HOME, 51.4 FEET
 LF1140'SOUTHWEST OF THE SOUTHWEST CORNER OF THE GARREANS HOME, ABOUT
 LF1140'15.0 FEET SOUTH OF THE MOST SOUTHWESTERLY CEDAR TREE IN THE
 LF1140'FARM YARD, 18.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 LF1140'DIRT ROAD, 8.9 FEET EAST OF THE SOUTHWEST CORNER OF THE YARD
 LF1140'FENCE, 1.5 FEET EAST OF A 4 X 4 REFERENCE POST, 1.0 FOOT SOUTH
 LF1140'OF THE YARD FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 LF1140'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- MARK IS 0.2 MILE
 LF1140'EAST, 0.5 MILE SOUTH AND 0.1 MILE EAST OF X 133.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0986 ***********************************************************************
 LF0986  DESIGNATION -  W 134
 LF0986  PID         -  LF0986
 LF0986  STATE/COUNTY-  IA/FREMONT
 LF0986  USGS QUAD   -  HAMBURG (1984)
 LF0986
 LF0986                         *CURRENT SURVEY CONTROL
 LF0986  ___________________________________________________________________
 LF0986* NAD 83(1986)-  40 36 55.     (N)    095 44 07.     (W)     SCALED    
 LF0986* NAVD 88     -       278.156  (meters)     912.58   (feet)  ADJUSTED  
 LF0986  ___________________________________________________________________
 LF0986  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LF0986  DYNAMIC HT  -         278.010 (meters)     912.10  (feet)  COMP
 LF0986  MODELED GRAV-     980,091.2   (mgal)                       NAVD 88
 LF0986
 LF0986  VERT ORDER  -  SECOND    CLASS 0
 LF0986
 LF0986.The horizontal coordinates were scaled from a topographic map and have
 LF0986.an estimated accuracy of +/- 6 seconds.
 LF0986
 LF0986.The orthometric height was determined by differential leveling
 LF0986.and adjusted by the National Geodetic Survey in June 1991..
 LF0986
 LF0986.The geoid height was determined by GEOID03.
 LF0986
 LF0986.The dynamic height is computed by dividing the NAVD 88
 LF0986.geopotential number by the normal gravity value computed on the
 LF0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0986.degrees latitude (g = 980.6199 gals.).
 LF0986
 LF0986.The modeled gravity was interpolated from observed gravity values.
 LF0986
 LF0986;                    North         East    Units  Estimated Accuracy
 LF0986;SPC IA S     -    70,760.      310,870.      MT  (+/- 180 meters Scaled)
 LF0986
 LF0986                          SUPERSEDED SURVEY CONTROL
 LF0986
 LF0986  NGVD 29 (??/??/92)  278.057  (m)          912.26   (f) ADJ UNCH    2 0
 LF0986
 LF0986.Superseded values are not recommended for survey control.
 LF0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0986.See file dsdata.txt to determine how the superseded data were derived.
 LF0986
 LF0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE686996(NAD 83)
 LF0986_MARKER: DB = BENCH MARK DISK
 LF0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0986_STAMPING: W 134 1948
 LF0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0986+STABILITY: SURFACE MOTION
 LF0986
 LF0986  HISTORY     - Date     Condition        Report By
 LF0986  HISTORY     - 1948     MONUMENTED       CGS
 LF0986  HISTORY     - 1966     MARK NOT FOUND   USGS
 LF0986
 LF0986                          STATION DESCRIPTION
 LF0986
 LF0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0986'5 MI NW FROM HAMBURG.
 LF0986'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0986'RAILROAD FROM THE STATION AT HAMBURG, THENCE 2.3 MILES WEST
 LF0986'ALONG A TAR ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD,
 LF0986'THENCE 1.0 MILE NORTH ALONG A FARM ROAD, 51.9 FEET SOUTHWEST
 LF0986'OF A TWO-STORY FRAME HOME ON THE PROPERTY OF DAVE EVANS WHICH
 LF0986'IS IN A GROVE OF COTTONWOOD TREES, 45.0 FEET NORTHWEST OF THE
 LF0986'CENTER LINE OF THE FARM ROAD, 19.9 FEET WEST OF A 48-INCH
 LF0986'COTTONWOOD TREE, 12.0 FEET EAST OF A FENCE LINE, 6.0 FEET
 LF0986'NORTHWEST OF A 24-INCH COTTONWOOD TREE WHICH IS THE MOST SOUTHERLY
 LF0986'TREE IN THE GROVE, 1.5 FEET WEST OF A 4 X 4 REFERENCE POST,
 LF0986'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 LF0986'THE GROUND.
 LF0986
 LF0986                          STATION RECOVERY (1966)
 LF0986
 LF0986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LF0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0565 ***********************************************************************
 MJ0565  DESIGNATION -  W 135
 MJ0565  PID         -  MJ0565
 MJ0565  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0565  USGS QUAD   -  UNDERWOOD (1994)
 MJ0565
 MJ0565                         *CURRENT SURVEY CONTROL
 MJ0565  ___________________________________________________________________
 MJ0565* NAD 83(1986)-  41 25 08.     (N)    095 39 12.     (W)     SCALED    
 MJ0565* NAVD 88     -       335.353  (meters)    1100.24   (feet)  ADJUSTED  
 MJ0565  ___________________________________________________________________
 MJ0565  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 MJ0565  DYNAMIC HT  -         335.207 (meters)    1099.76  (feet)  COMP
 MJ0565  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 MJ0565
 MJ0565  VERT ORDER  -  FIRST     CLASS II
 MJ0565
 MJ0565.The horizontal coordinates were scaled from a topographic map and have
 MJ0565.an estimated accuracy of +/- 6 seconds.
 MJ0565
 MJ0565.The orthometric height was determined by differential leveling
 MJ0565.and adjusted by the National Geodetic Survey in June 1991..
 MJ0565
 MJ0565.The geoid height was determined by GEOID03.
 MJ0565
 MJ0565.The dynamic height is computed by dividing the NAVD 88
 MJ0565.geopotential number by the normal gravity value computed on the
 MJ0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0565.degrees latitude (g = 980.6199 gals.).
 MJ0565
 MJ0565.The modeled gravity was interpolated from observed gravity values.
 MJ0565
 MJ0565;                    North         East    Units  Estimated Accuracy
 MJ0565;SPC IA S     -   159,800.      320,010.      MT  (+/- 180 meters Scaled)
 MJ0565
 MJ0565                          SUPERSEDED SURVEY CONTROL
 MJ0565
 MJ0565  NGVD 29 (??/??/92)  335.233  (m)         1099.84   (f) ADJ UNCH    1 2
 MJ0565
 MJ0565.Superseded values are not recommended for survey control.
 MJ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0565.See file dsdata.txt to determine how the superseded data were derived.
 MJ0565
 MJ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF782886(NAD 83)
 MJ0565_MARKER: DB = BENCH MARK DISK
 MJ0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0565_STAMPING: W 135 1948
 MJ0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0565+STABILITY: SURFACE MOTION
 MJ0565
 MJ0565  HISTORY     - Date     Condition        Report By
 MJ0565  HISTORY     - 1948     MONUMENTED       CGS
 MJ0565  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0565
 MJ0565                          STATION DESCRIPTION
 MJ0565
 MJ0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0565'2.5 MI SW FROM NEOLA.
 MJ0565'2.5 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0565'RAILROAD FROM THE STATION AT NEOLA, AT MILEPOST 481, 0.4 MILE
 MJ0565'SOUTHWEST OF A CONCRETE HIGHWAY BRIDGE, 47.3 FEET SOUTH OF
 MJ0565'140 (STATION) STENCILLED ON THE EDGE OF THE HIGHWAY PAVING,
 MJ0565'41.1 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 64,
 MJ0565'39.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.5 FEET NORTHWEST
 MJ0565'OF A TELEGRAPH POLE MARKING THE MILEPOST, 1.5 FEET SOUTHWEST
 MJ0565'OF A 4 X 4 REFERENCE POST, ABOUT 4.0 FEET HIGHER THAN THE TRACK,
 MJ0565'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MJ0565'THE GROUND.
 MJ0565
 MJ0565                          STATION RECOVERY (1955)
 MJ0565
 MJ0565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0234 ***********************************************************************
 MK0234  DESIGNATION -  W 136
 MK0234  PID         -  MK0234
 MK0234  STATE/COUNTY-  IA/HARRISON
 MK0234  USGS QUAD   -  MONDAMIN (1970)
 MK0234
 MK0234                         *CURRENT SURVEY CONTROL
 MK0234  ___________________________________________________________________
 MK0234* NAD 83(1986)-  41 37 58.     (N)    096 05 37.     (W)     SCALED    
 MK0234* NAVD 88     -       309.571  (meters)    1015.65   (feet)  ADJUSTED  
 MK0234  ___________________________________________________________________
 MK0234  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 MK0234  DYNAMIC HT  -         309.437 (meters)    1015.21  (feet)  COMP
 MK0234  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 MK0234
 MK0234  VERT ORDER  -  SECOND    CLASS 0
 MK0234
 MK0234.The horizontal coordinates were scaled from a topographic map and have
 MK0234.an estimated accuracy of +/- 6 seconds.
 MK0234
 MK0234.The orthometric height was determined by differential leveling
 MK0234.and adjusted by the National Geodetic Survey in June 1991..
 MK0234
 MK0234.The geoid height was determined by GEOID03.
 MK0234
 MK0234.The dynamic height is computed by dividing the NAVD 88
 MK0234.geopotential number by the normal gravity value computed on the
 MK0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0234.degrees latitude (g = 980.6199 gals.).
 MK0234
 MK0234.The modeled gravity was interpolated from observed gravity values.
 MK0234
 MK0234;                    North         East    Units  Estimated Accuracy
 MK0234;SPC IA S     -   184,540.      283,920.      MT  (+/- 180 meters Scaled)
 MK0234
 MK0234                          SUPERSEDED SURVEY CONTROL
 MK0234
 MK0234  NGVD 29 (??/??/92)  309.425  (m)         1015.17   (f) ADJ UNCH    2 0
 MK0234
 MK0234.Superseded values are not recommended for survey control.
 MK0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0234.See file dsdata.txt to determine how the superseded data were derived.
 MK0234
 MK0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM420130(NAD 83)
 MK0234_MARKER: DB = BENCH MARK DISK
 MK0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0234_STAMPING: W 136 1948
 MK0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0234+STABILITY: SURFACE MOTION
 MK0234
 MK0234  HISTORY     - Date     Condition        Report By
 MK0234  HISTORY     - 1948     MONUMENTED       CGS
 MK0234
 MK0234                          STATION DESCRIPTION
 MK0234
 MK0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0234'7.2 MI W FROM MODALE.
 MK0234'1.0 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE MODALE
 MK0234'CONSOLIDATED SCHOOL AT MODALE, THENCE 3.2 MILES WEST ALONG A
 MK0234'DIRT ROAD, THENCE 0.6 MILE NORTH ALONG A DIRT ROAD, THENCE
 MK0234'0.5 MILE WEST ALONG A DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG
 MK0234'A DIRT ROAD, THENCE 1.05 MILES NORTH ALONG A DIRT ROAD ON TOP
 MK0234'OF A DIKE, AT A POINT WHERE THE EAST-WEST ROAD JOINS THE ROAD
 MK0234'LEADING SOUTH ALONG THE TOP OF THE DIKE, 48.0 FEET EAST OF THE
 MK0234'CENTER LINE OF THE ROAD ON THE DIKE, 22.0 FEET NORTH OF THE
 MK0234'CENTER LINE OF THE EAST-WEST ROAD, 1.2 FEET SOUTH OF A FENCE,
 MK0234'1.6 FEET EAST OF A REFERENCE POST, SET IN TOP OF A CONCRETE
 MK0234'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0703 ***********************************************************************
 MJ0703  DESIGNATION -  W 137 RESET
 MJ0703  PID         -  MJ0703
 MJ0703  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0703  USGS QUAD   -  LOVELAND (1994)
 MJ0703
 MJ0703                         *CURRENT SURVEY CONTROL
 MJ0703  ___________________________________________________________________
 MJ0703* NAD 83(1986)-  41 29 32.     (N)    095 59 06.     (W)     SCALED    
 MJ0703* NAVD 88     -       304.285  (meters)     998.31   (feet)  ADJUSTED  
 MJ0703  ___________________________________________________________________
 MJ0703  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 MJ0703  DYNAMIC HT  -         304.143 (meters)     997.84  (feet)  COMP
 MJ0703  MODELED GRAV-     980,151.3   (mgal)                       NAVD 88
 MJ0703
 MJ0703  VERT ORDER  -  SECOND    CLASS 0
 MJ0703
 MJ0703.The horizontal coordinates were scaled from a topographic map and have
 MJ0703.an estimated accuracy of +/- 6 seconds.
 MJ0703
 MJ0703.The orthometric height was determined by differential leveling
 MJ0703.and adjusted by the National Geodetic Survey in June 1991..
 MJ0703
 MJ0703.The geoid height was determined by GEOID03.
 MJ0703
 MJ0703.The dynamic height is computed by dividing the NAVD 88
 MJ0703.geopotential number by the normal gravity value computed on the
 MJ0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0703.degrees latitude (g = 980.6199 gals.).
 MJ0703
 MJ0703.The modeled gravity was interpolated from observed gravity values.
 MJ0703
 MJ0703;                    North         East    Units  Estimated Accuracy
 MJ0703;SPC IA S     -   168,680.      292,520.      MT  (+/- 180 meters Scaled)
 MJ0703
 MJ0703                          SUPERSEDED SURVEY CONTROL
 MJ0703
 MJ0703  NGVD 29 (??/??/92)  304.140  (m)          997.83   (f) ADJ UNCH    2 0
 MJ0703
 MJ0703.Superseded values are not recommended for survey control.
 MJ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0703.See file dsdata.txt to determine how the superseded data were derived.
 MJ0703
 MJ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF508977(NAD 83)
 MJ0703_MARKER: DB = BENCH MARK DISK
 MJ0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0703_STAMPING: W 137 1948 RESET 1949
 MJ0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0703+STABILITY: SURFACE MOTION
 MJ0703
 MJ0703  HISTORY     - Date     Condition        Report By
 MJ0703  HISTORY     - 1949     MONUMENTED       CGS
 MJ0703  HISTORY     - 1955     GOOD             NGS
 MJ0703
 MJ0703                          STATION DESCRIPTION
 MJ0703
 MJ0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MJ0703'6.4 MI W FROM LOVELAND.
 MJ0703'0.2 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE POST OFFICE AT
 MJ0703'LOVELAND, THENCE 2.2 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 MJ0703'1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.8 MILE WEST
 MJ0703'ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE NORTH ALONG A GRADED
 MJ0703'DIRT ROAD, THENCE 1.7 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 MJ0703'0.1 MILE NORTH ALONG A GRADED DIRT ROAD, 0.45 MILE SOUTH ALONG
 MJ0703'A GRADED DIRT ROAD FROM BENCH MARK V 137 1948 WHICH IS LOCATED
 MJ0703'6.2 MILES SOUTH OF CALIFORNIA JUNCTION, 77 FEET WEST OF THE
 MJ0703'CENTERLINE OF THE ROAD, 35 FEET SOUTH OF THE SOUTHWEST CORNER
 MJ0703'OF A WHITE FARMHOUSE WHICH IS NOW VACANT, 18 FEET NORTH OF THE
 MJ0703'CENTERLINE OF A DRIVE LEADING WEST TO THE FARMHOUSE, 2.0 FEET
 MJ0703'EAST OF A POWER LINE POLE WITH METER, 1.5 FEET SOUTH OF A YARD
 MJ0703'FENCE, 1.0 FOOT WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 MJ0703'5-FOOT 6-INCH POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0733 ***********************************************************************
 MJ0733  DESIGNATION -  W 138
 MJ0733  PID         -  MJ0733
 MJ0733  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0733  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0733
 MJ0733                         *CURRENT SURVEY CONTROL
 MJ0733  ___________________________________________________________________
 MJ0733* NAD 83(1986)-  41 21 29.     (N)    095 52 55.     (W)     SCALED    
 MJ0733* NAVD 88     -       300.922  (meters)     987.27   (feet)  ADJUSTED  
 MJ0733  ___________________________________________________________________
 MJ0733  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 MJ0733  DYNAMIC HT  -         300.792 (meters)     986.85  (feet)  COMP
 MJ0733  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 MJ0733
 MJ0733  VERT ORDER  -  SECOND    CLASS 0
 MJ0733
 MJ0733.The horizontal coordinates were scaled from a topographic map and have
 MJ0733.an estimated accuracy of +/- 6 seconds.
 MJ0733
 MJ0733.The orthometric height was determined by differential leveling
 MJ0733.and adjusted by the National Geodetic Survey in June 1991..
 MJ0733
 MJ0733.The geoid height was determined by GEOID03.
 MJ0733
 MJ0733.The dynamic height is computed by dividing the NAVD 88
 MJ0733.geopotential number by the normal gravity value computed on the
 MJ0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0733.degrees latitude (g = 980.6199 gals.).
 MJ0733
 MJ0733.The modeled gravity was interpolated from observed gravity values.
 MJ0733
 MJ0733;                    North         East    Units  Estimated Accuracy
 MJ0733;SPC IA S     -   153,540.      300,720.      MT  (+/- 180 meters Scaled)
 MJ0733
 MJ0733                          SUPERSEDED SURVEY CONTROL
 MJ0733
 MJ0733  NGVD 29 (??/??/92)  300.794  (m)          986.86   (f) ADJ UNCH    2 0
 MJ0733
 MJ0733.Superseded values are not recommended for survey control.
 MJ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0733.See file dsdata.txt to determine how the superseded data were derived.
 MJ0733
 MJ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF589825(NAD 83)
 MJ0733_MARKER: DB = BENCH MARK DISK
 MJ0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0733_STAMPING: W 138 1948
 MJ0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0733+STABILITY: SURFACE MOTION
 MJ0733
 MJ0733  HISTORY     - Date     Condition        Report By
 MJ0733  HISTORY     - 1948     MONUMENTED       CGS
 MJ0733
 MJ0733                          STATION DESCRIPTION
 MJ0733
 MJ0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0733'1.8 MI W FROM CRESCENT.
 MJ0733'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0733'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 0.5
 MJ0733'MILE SOUTH ALONG A DIRT ROAD, AT A Y ROAD, ABOUT 125.0 FEET WEST
 MJ0733'OF A STEEL BRIDGE OVER PIGEON CREEK, 55.0 FEET NORTH OF THE CENTER
 MJ0733'LINE OF THE EAST-WEST ROAD, 18.0 FEET WEST OF THE CENTER LINE OF
 MJ0733'THE ROAD FORMING THE WEST SIDE OF THE TRIANGLE FORMED BY THE JUNCTION
 MJ0733'OF THE ROADS, 0.8 FOOT EAST OF A FENCE, 1.3 FEET SOUTH OF A
 MJ0733'REFERENCE POST, ABOUT 4.0 FEET BELOW ROAD LEVEL, SET IN TOP OF A
 MJ0733'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0228 ***********************************************************************
 MK0228  DESIGNATION -  W 139
 MK0228  PID         -  MK0228
 MK0228  STATE/COUNTY-  IA/HARRISON
 MK0228  USGS QUAD   -  MODALE (1970)
 MK0228
 MK0228                         *CURRENT SURVEY CONTROL
 MK0228  ___________________________________________________________________
 MK0228* NAD 83(1986)-  41 35 52.     (N)    096 03 23.     (W)     SCALED    
 MK0228* NAVD 88     -       305.941  (meters)    1003.74   (feet)  ADJUSTED  
 MK0228  ___________________________________________________________________
 MK0228  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 MK0228  DYNAMIC HT  -         305.805 (meters)    1003.30  (feet)  COMP
 MK0228  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 MK0228
 MK0228  VERT ORDER  -  SECOND    CLASS 0
 MK0228
 MK0228.The horizontal coordinates were scaled from a topographic map and have
 MK0228.an estimated accuracy of +/- 6 seconds.
 MK0228
 MK0228.The orthometric height was determined by differential leveling
 MK0228.and adjusted by the National Geodetic Survey in June 1991..
 MK0228
 MK0228.The geoid height was determined by GEOID03.
 MK0228
 MK0228.The dynamic height is computed by dividing the NAVD 88
 MK0228.geopotential number by the normal gravity value computed on the
 MK0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0228.degrees latitude (g = 980.6199 gals.).
 MK0228
 MK0228.The modeled gravity was interpolated from observed gravity values.
 MK0228
 MK0228;                    North         East    Units  Estimated Accuracy
 MK0228;SPC IA S     -   180,570.      286,910.      MT  (+/- 180 meters Scaled)
 MK0228
 MK0228                          SUPERSEDED SURVEY CONTROL
 MK0228
 MK0228  NGVD 29 (??/??/92)  305.793  (m)         1003.26   (f) ADJ UNCH    2 0
 MK0228
 MK0228.Superseded values are not recommended for survey control.
 MK0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0228.See file dsdata.txt to determine how the superseded data were derived.
 MK0228
 MK0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM453093(NAD 83)
 MK0228_MARKER: DB = BENCH MARK DISK
 MK0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0228_STAMPING: W 139 1948
 MK0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0228+STABILITY: SURFACE MOTION
 MK0228
 MK0228  HISTORY     - Date     Condition        Report By
 MK0228  HISTORY     - 1948     MONUMENTED       CGS
 MK0228  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0228
 MK0228                          STATION DESCRIPTION
 MK0228
 MK0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0228'3.6 MI SW FROM MODALE.
 MK0228'1.0 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE MODALE
 MK0228'CONSOLIDATED SCHOOL AT MODALE, THENCE 2.2 MILES WEST ALONG A
 MK0228'DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG A FIELD ROAD, ABOUT
 MK0228'325.0 FEET SOUTH OF A 36-INCH COTTONWOOD TREE WITH THE BARK CUT
 MK0228'AROUND THE BASE OF THE TREE, ALONG THE NORTH-SOUTH FENCE LINE,
 MK0228'19.0 FEET EAST OF THE CENTER LINE OF THE FIELD ROAD, 0.7 FOOT
 MK0228'WEST OF A FENCE, 1.7 FEET NORTH OF A REFERENCE POST, SET IN
 MK0228'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MK0228'NOTE-- LAND HAS BEEN LEVELED IN THIS AREA.
 MK0228
 MK0228                          STATION RECOVERY (1970)
 MK0228
 MK0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0190 ***********************************************************************
 NM0190  DESIGNATION -  W 14
 NM0190  PID         -  NM0190
 NM0190  STATE/COUNTY-  IA/WOODBURY
 NM0190  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM0190
 NM0190                         *CURRENT SURVEY CONTROL
 NM0190  ___________________________________________________________________
 NM0190* NAD 83(1986)-  42 23 51.     (N)    096 18 52.     (W)     SCALED    
 NM0190* NAVD 88     -       331.806  (meters)    1088.60   (feet)  ADJUSTED  
 NM0190  ___________________________________________________________________
 NM0190  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 NM0190  DYNAMIC HT  -         331.698 (meters)    1088.25  (feet)  COMP
 NM0190  MODELED GRAV-     980,287.5   (mgal)                       NAVD 88
 NM0190
 NM0190  VERT ORDER  -  FIRST     CLASS II
 NM0190
 NM0190.The horizontal coordinates were scaled from a topographic map and have
 NM0190.an estimated accuracy of +/- 6 seconds.
 NM0190
 NM0190.The orthometric height was determined by differential leveling
 NM0190.and adjusted by the National Geodetic Survey in June 1991..
 NM0190.WARNING-Repeat measurements at this control monument indicate possible
 NM0190.vertical movement.
 NM0190
 NM0190.The geoid height was determined by GEOID03.
 NM0190
 NM0190.The dynamic height is computed by dividing the NAVD 88
 NM0190.geopotential number by the normal gravity value computed on the
 NM0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0190.degrees latitude (g = 980.6199 gals.).
 NM0190
 NM0190.The modeled gravity was interpolated from observed gravity values.
 NM0190
 NM0190;                    North         East    Units  Estimated Accuracy
 NM0190;SPC IA N     - 1,103,550.    1,268,330.      MT  (+/- 180 meters Scaled)
 NM0190
 NM0190                          SUPERSEDED SURVEY CONTROL
 NM0190
 NM0190  NGVD 29 (??/??/92)  331.637  (m)         1088.05   (f) ADJ UNCH    1 2
 NM0190
 NM0190.Superseded values are not recommended for survey control.
 NM0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0190.See file dsdata.txt to determine how the superseded data were derived.
 NM0190
 NM0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM210974(NAD 83)
 NM0190_MARKER: DB = BENCH MARK DISK
 NM0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0190_STAMPING: W 14 1933 1088.046
 NM0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0190+STABILITY: SURFACE MOTION
 NM0190
 NM0190  HISTORY     - Date     Condition        Report By
 NM0190  HISTORY     - 1933     MONUMENTED       CGS
 NM0190  HISTORY     - 1948     GOOD             NGS
 NM0190  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0190
 NM0190                          STATION DESCRIPTION
 NM0190
 NM0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0190'2.4 MI E FROM SERGEANT BLUFF.
 NM0190'2.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NM0190'THE STATION AT SERGEANT BLUFF, 190 YARDS (PACED) WEST OF
 NM0190'RAILWAY BRIDGE 1751, 107.4 FEET NORTHWEST OF AND ACROSS THE
 NM0190'TRACK FROM THE 4TH POLE EAST OF MILEPOST 98, 105.0 FEET EAST OF
 NM0190'A T FENCE CORNER, 45.5 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 NM0190'3.0 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, ON TOP OF A SLIGHT
 NM0190'RISE, ACROSS THE TRACK FROM A GRANARY, AND SET IN THE TOP OF A
 NM0190'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 NM0190
 NM0190                          STATION RECOVERY (1966)
 NM0190
 NM0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0282 ***********************************************************************
 NM0282  DESIGNATION -  W 140
 NM0282  PID         -  NM0282
 NM0282  STATE/COUNTY-  IA/MONONA
 NM0282  USGS QUAD   -  ALBATON (1969)
 NM0282
 NM0282                         *CURRENT SURVEY CONTROL
 NM0282  ___________________________________________________________________
 NM0282* NAD 83(1986)-  42 11 08.     (N)    096 15 05.     (W)     SCALED    
 NM0282* NAVD 88     -       326.073  (meters)    1069.79   (feet)  ADJUSTED  
 NM0282  ___________________________________________________________________
 NM0282  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 NM0282  DYNAMIC HT  -         325.963 (meters)    1069.43  (feet)  COMP
 NM0282  MODELED GRAV-     980,272.8   (mgal)                       NAVD 88
 NM0282
 NM0282  VERT ORDER  -  SECOND    CLASS 0
 NM0282
 NM0282.The horizontal coordinates were scaled from a topographic map and have
 NM0282.an estimated accuracy of +/- 6 seconds.
 NM0282
 NM0282.The orthometric height was determined by differential leveling
 NM0282.and adjusted by the National Geodetic Survey in June 1991..
 NM0282
 NM0282.The geoid height was determined by GEOID03.
 NM0282
 NM0282.The dynamic height is computed by dividing the NAVD 88
 NM0282.geopotential number by the normal gravity value computed on the
 NM0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0282.degrees latitude (g = 980.6199 gals.).
 NM0282
 NM0282.The modeled gravity was interpolated from observed gravity values.
 NM0282
 NM0282;                    North         East    Units  Estimated Accuracy
 NM0282;SPC IA N     - 1,079,850.    1,272,750.      MT  (+/- 180 meters Scaled)
 NM0282
 NM0282                          SUPERSEDED SURVEY CONTROL
 NM0282
 NM0282  NGVD 29 (??/??/92)  325.928  (m)         1069.32   (f) ADJ UNCH    2 0
 NM0282
 NM0282.Superseded values are not recommended for survey control.
 NM0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0282.See file dsdata.txt to determine how the superseded data were derived.
 NM0282
 NM0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM269740(NAD 83)
 NM0282_MARKER: DB = BENCH MARK DISK
 NM0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0282_STAMPING: V 140 1948
 NM0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0282+STABILITY: SURFACE MOTION
 NM0282
 NM0282  HISTORY     - Date     Condition        Report By
 NM0282  HISTORY     - 1948     MONUMENTED       CGS
 NM0282
 NM0282                          STATION DESCRIPTION
 NM0282
 NM0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0282'2.1 MI E FROM ALBATON.
 NM0282'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0282'AT ALBATON, THENCE 2.0 MILES EAST ALONG A DIRT ROAD, AT A CROSS
 NM0282'ROADS, IN THE SOUTHWEST CORNER OF THE SWEDE CHURCH YARD, 79.8
 NM0282'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 79.0
 NM0282'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 34.0 FEET
 NM0282'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, IN LINE WITH A
 NM0282'ROW OF TREES, SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 NM0282'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0320 ***********************************************************************
 NM0320  DESIGNATION -  W 141
 NM0320  PID         -  NM0320
 NM0320  STATE/COUNTY-  IA/MONONA
 NM0320  USGS QUAD   -  ONAWA SW (1969)
 NM0320
 NM0320                         *CURRENT SURVEY CONTROL
 NM0320  ___________________________________________________________________
 NM0320* NAD 83(1986)-  42 02 35.     (N)    096 14 21.     (W)     SCALED    
 NM0320* NAVD 88     -       319.377  (meters)    1047.82   (feet)  ADJUSTED  
 NM0320  ___________________________________________________________________
 NM0320  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 NM0320  DYNAMIC HT  -         319.264 (meters)    1047.45  (feet)  COMP
 NM0320  MODELED GRAV-     980,259.3   (mgal)                       NAVD 88
 NM0320
 NM0320  VERT ORDER  -  SECOND    CLASS 0
 NM0320
 NM0320.The horizontal coordinates were scaled from a topographic map and have
 NM0320.an estimated accuracy of +/- 6 seconds.
 NM0320
 NM0320.The orthometric height was determined by differential leveling
 NM0320.and adjusted by the National Geodetic Survey in June 1991..
 NM0320
 NM0320.The geoid height was determined by GEOID03.
 NM0320
 NM0320.The dynamic height is computed by dividing the NAVD 88
 NM0320.geopotential number by the normal gravity value computed on the
 NM0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0320.degrees latitude (g = 980.6199 gals.).
 NM0320
 NM0320.The modeled gravity was interpolated from observed gravity values.
 NM0320
 NM0320;                    North         East    Units  Estimated Accuracy
 NM0320;SPC IA N     - 1,064,000.    1,273,250.      MT  (+/- 180 meters Scaled)
 NM0320
 NM0320                          SUPERSEDED SURVEY CONTROL
 NM0320
 NM0320  NGVD 29 (??/??/92)  319.237  (m)         1047.36   (f) ADJ UNCH    2 0
 NM0320
 NM0320.Superseded values are not recommended for survey control.
 NM0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0320.See file dsdata.txt to determine how the superseded data were derived.
 NM0320
 NM0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM285582(NAD 83)
 NM0320_MARKER: DB = BENCH MARK DISK
 NM0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0320_STAMPING: W 141 1948
 NM0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0320+STABILITY: SURFACE MOTION
 NM0320
 NM0320  HISTORY     - Date     Condition        Report By
 NM0320  HISTORY     - 1948     MONUMENTED       CGS
 NM0320  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0320
 NM0320                          STATION DESCRIPTION
 NM0320
 NM0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0320'12.3 MI SW FROM WHITING.
 NM0320'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0320'FROM THE STATION AT WHITING, THENCE 5.3 MILES WEST ALONG A
 NM0320'DIRT ROAD, THENCE 2.2 MILES SOUTH ALONG A DIRT ROAD, THENCE
 NM0320'0.8 MILE SOUTHWEST ALONG A DIRT ROAD, THENCE 1.6 MILES SOUTHEASTERLY
 NM0320'ALONG A DIRT ROAD, AT THE SOUTHEAST CORNER OF A WILLOW THICKET
 NM0320'ON THE NORTHEAST SIDE OF A CULTIVATED FIELD, 12.0 FEET EAST
 NM0320'OF A POINT ON THE PROJECTED CENTER LINE OF A FIELD ROAD LEADING
 NM0320'NORTH AND CURVING TO THE NORTHEAST, 34.0 FEET NORTHWEST OF THE
 NM0320'CENTER LINE OF THE ROAD, 5.5 FEET SOUTH OF A 6-INCH WILLOW TREE
 NM0320'WITH A TRIANGULAR BLAZED ON THE SOUTH SIDE OF THE TREE, ABOUT
 NM0320'150.0 FEET NORTHEAST OF A DIKE, 1.5 FEET SOUTHWEST OF A REFERENCE
 NM0320'POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 NM0320'THE GROUND.
 NM0320
 NM0320                          STATION RECOVERY (1965)
 NM0320
 NM0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0257 ***********************************************************************
 NM0257  DESIGNATION -  W 142
 NM0257  PID         -  NM0257
 NM0257  STATE/COUNTY-  IA/WOODBURY
 NM0257  USGS QUAD   -  SALIX (1976)
 NM0257
 NM0257                         *CURRENT SURVEY CONTROL
 NM0257  ___________________________________________________________________
 NM0257* NAD 83(1986)-  42 16 15.     (N)    096 18 31.     (W)     SCALED    
 NM0257* NAVD 88     -       328.108  (meters)    1076.47   (feet)  ADJUSTED  
 NM0257  ___________________________________________________________________
 NM0257  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 NM0257  DYNAMIC HT  -         328.000 (meters)    1076.11  (feet)  COMP
 NM0257  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 NM0257
 NM0257  VERT ORDER  -  SECOND    CLASS 0
 NM0257
 NM0257.The horizontal coordinates were scaled from a topographic map and have
 NM0257.an estimated accuracy of +/- 6 seconds.
 NM0257
 NM0257.The orthometric height was determined by differential leveling
 NM0257.and adjusted by the National Geodetic Survey in June 1991..
 NM0257
 NM0257.The geoid height was determined by GEOID03.
 NM0257
 NM0257.The dynamic height is computed by dividing the NAVD 88
 NM0257.geopotential number by the normal gravity value computed on the
 NM0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0257.degrees latitude (g = 980.6199 gals.).
 NM0257
 NM0257.The modeled gravity was interpolated from observed gravity values.
 NM0257
 NM0257;                    North         East    Units  Estimated Accuracy
 NM0257;SPC IA N     - 1,089,470.    1,268,340.      MT  (+/- 180 meters Scaled)
 NM0257
 NM0257                          SUPERSEDED SURVEY CONTROL
 NM0257
 NM0257  NGVD 29 (??/??/92)  327.955  (m)         1075.97   (f) ADJ UNCH    2 0
 NM0257
 NM0257.Superseded values are not recommended for survey control.
 NM0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0257.See file dsdata.txt to determine how the superseded data were derived.
 NM0257
 NM0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM219833(NAD 83)
 NM0257_MARKER: DB = BENCH MARK DISK
 NM0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0257_STAMPING: W 142 1948
 NM0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0257+STABILITY: SURFACE MOTION
 NM0257
 NM0257  HISTORY     - Date     Condition        Report By
 NM0257  HISTORY     - 1948     MONUMENTED       CGS
 NM0257
 NM0257                          STATION DESCRIPTION
 NM0257
 NM0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0257'4.1 MI S FROM SALIX.
 NM0257'0.6 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0257'FROM THE STATION AT SALIX, THENCE 1.5 MILES WEST ALONG A GRAVEL
 NM0257'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVEL ROAD, 42.0 FEET
 NM0257'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 52.0 FEET
 NM0257'EAST OF THE CENTER LINE OF THE ROAD, 18.7 FEET EAST OF A CORNER
 NM0257'FENCE POST, 10.0 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVE,
 NM0257'0.8 FOOT SOUTH OF A FENCE, 1.5 FEET WEST OF A REFERENCE POST, SET
 NM0257'IN TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0076 ***********************************************************************
 NM0076  DESIGNATION -  W 143
 NM0076  PID         -  NM0076
 NM0076  STATE/COUNTY-  IA/MONONA
 NM0076  USGS QUAD   -  ONAWA (1969)
 NM0076
 NM0076                         *CURRENT SURVEY CONTROL
 NM0076  ___________________________________________________________________
 NM0076* NAD 83(1986)-  42 01 36.     (N)    096 05 34.     (W)     SCALED    
 NM0076* NAVD 88     -       319.949  (meters)    1049.70   (feet)  ADJUSTED  
 NM0076  ___________________________________________________________________
 NM0076  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 NM0076  DYNAMIC HT  -         319.833 (meters)    1049.32  (feet)  COMP
 NM0076  MODELED GRAV-     980,250.2   (mgal)                       NAVD 88
 NM0076
 NM0076  VERT ORDER  -  FIRST     CLASS II
 NM0076
 NM0076.The horizontal coordinates were scaled from a topographic map and have
 NM0076.an estimated accuracy of +/- 6 seconds.
 NM0076
 NM0076.The orthometric height was determined by differential leveling
 NM0076.and adjusted by the National Geodetic Survey in June 1991..
 NM0076.WARNING-Repeat measurements at this control monument indicate possible
 NM0076.vertical movement.
 NM0076
 NM0076.The geoid height was determined by GEOID03.
 NM0076
 NM0076.The dynamic height is computed by dividing the NAVD 88
 NM0076.geopotential number by the normal gravity value computed on the
 NM0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0076.degrees latitude (g = 980.6199 gals.).
 NM0076
 NM0076.The modeled gravity was interpolated from observed gravity values.
 NM0076
 NM0076;                    North         East    Units  Estimated Accuracy
 NM0076;SPC IA N     - 1,061,790.    1,285,310.      MT  (+/- 180 meters Scaled)
 NM0076
 NM0076                          SUPERSEDED SURVEY CONTROL
 NM0076
 NM0076  NGVD 29 (??/??/92)  319.809  (m)         1049.24   (f) ADJ UNCH    1 2
 NM0076
 NM0076.Superseded values are not recommended for survey control.
 NM0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0076.See file dsdata.txt to determine how the superseded data were derived.
 NM0076
 NM0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM406568(NAD 83)
 NM0076_MARKER: DB = BENCH MARK DISK
 NM0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0076_SP_SET: CONCRETE POST
 NM0076_STAMPING: W 143 1948
 NM0076_MARK LOGO: CGS   
 NM0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0076+STABILITY: SURFACE MOTION
 NM0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0076+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1989
 NM0076
 NM0076  HISTORY     - Date     Condition        Report By
 NM0076  HISTORY     - 1948     MONUMENTED       CGS
 NM0076  HISTORY     - 1949     GOOD             NGS
 NM0076  HISTORY     - 1974     GOOD             LOCSUR
 NM0076  HISTORY     - 1980     GOOD             LOCSUR
 NM0076  HISTORY     - 19890817 GOOD             NGS
 NM0076
 NM0076                          STATION DESCRIPTION
 NM0076
 NM0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0076'AT ONAWA.
 NM0076'AT ONAWA, AT THE SOUTHWEST CORNER OF THE COUNTY COURTHOUSE LAWN,
 NM0076'13.3 FEET WST OF A 48-INCH MAPLE TREE, 2.0 FEET NORTHWEST OF THE
 NM0076'NORTHWEST EDGE OF A SIDEWALK LEADING NORTHEAST, 1.8 FEET EAST
 NM0076'OF THE EAST EDGE OF A SIDEWALK LEADING NORTH, SET IN THE TOP OF
 NM0076'A CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.
 NM0076
 NM0076                          STATION RECOVERY (1974)
 NM0076
 NM0076'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 NM0076'RECOVERED IN GOOD CONDITION.
 NM0076
 NM0076                          STATION RECOVERY (1980)
 NM0076
 NM0076'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NM0076'RECOVERED IN GOOD CONDITION.
 NM0076
 NM0076                          STATION RECOVERY (1989)
 NM0076
 NM0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0076'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 NM0076'DELETE--13.3 FEET WEST OF A 48-INCH MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0206 ***********************************************************************
 MK0206  DESIGNATION -  W 144
 MK0206  PID         -  MK0206
 MK0206  STATE/COUNTY-  IA/MONONA
 MK0206  USGS QUAD   -  TEKAMAH NW (1970)
 MK0206
 MK0206                         *CURRENT SURVEY CONTROL
 MK0206  ___________________________________________________________________
 MK0206* NAD 83(1986)-  41 58 59.     (N)    096 07 35.     (W)     SCALED    
 MK0206* NAVD 88     -       318.467  (meters)    1044.84   (feet)  ADJUSTED  
 MK0206  ___________________________________________________________________
 MK0206  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 MK0206  DYNAMIC HT  -         318.352 (meters)    1044.46  (feet)  COMP
 MK0206  MODELED GRAV-     980,249.6   (mgal)                       NAVD 88
 MK0206
 MK0206  VERT ORDER  -  SECOND    CLASS 0
 MK0206
 MK0206.The horizontal coordinates were scaled from a topographic map and have
 MK0206.an estimated accuracy of +/- 6 seconds.
 MK0206
 MK0206.The orthometric height was determined by differential leveling
 MK0206.and adjusted by the National Geodetic Survey in June 1991..
 MK0206
 MK0206.The geoid height was determined by GEOID03.
 MK0206
 MK0206.The dynamic height is computed by dividing the NAVD 88
 MK0206.geopotential number by the normal gravity value computed on the
 MK0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0206.degrees latitude (g = 980.6199 gals.).
 MK0206
 MK0206.The modeled gravity was interpolated from observed gravity values.
 MK0206
 MK0206;                    North         East    Units  Estimated Accuracy
 MK0206;SPC IA N     - 1,057,040.    1,282,380.      MT  (+/- 180 meters Scaled)
 MK0206
 MK0206                          SUPERSEDED SURVEY CONTROL
 MK0206
 MK0206  NGVD 29 (??/??/92)  318.338  (m)         1044.41   (f) ADJ UNCH    2 0
 MK0206
 MK0206.Superseded values are not recommended for survey control.
 MK0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0206.See file dsdata.txt to determine how the superseded data were derived.
 MK0206
 MK0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM380518(NAD 83)
 MK0206_MARKER: DB = BENCH MARK DISK
 MK0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0206_STAMPING: W 144 1948
 MK0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0206+STABILITY: SURFACE MOTION
 MK0206
 MK0206  HISTORY     - Date     Condition        Report By
 MK0206  HISTORY     - 1948     MONUMENTED       CGS
 MK0206  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0206
 MK0206                          STATION DESCRIPTION
 MK0206
 MK0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0206'5.5 MI NW FROM BLENCOE.
 MK0206'3.5 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF
 MK0206'NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.3 MILES
 MK0206'WEST ALONG A GRAVEL ROAD, THENCE 0.7 MILE NORTHWEST ALONG A
 MK0206'GRAVEL ROAD, 310.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 MK0206'CORN CRIB, 41.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 20.0
 MK0206'FEET NORTH OF THE CENTER LINE OF A WOODS ROAD, 19.0 FEET NORTHEAST
 MK0206'OF AN 18-INCH ELM TREE, 1.3 FEET EAST OF A REFERENCE POST, SET
 MK0206'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 MK0206'GROUND.
 MK0206
 MK0206                          STATION RECOVERY (1970)
 MK0206
 MK0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0208 ***********************************************************************
 MK0208  DESIGNATION -  W 145
 MK0208  PID         -  MK0208
 MK0208  STATE/COUNTY-  IA/MONONA
 MK0208  USGS QUAD   -  TEKAMAH NW (1970)
 MK0208
 MK0208                         *CURRENT SURVEY CONTROL
 MK0208  ___________________________________________________________________
 MK0208* NAD 83(1986)-  41 58 41.     (N)    096 08 30.     (W)     SCALED    
 MK0208* NAVD 88     -       317.322  (meters)    1041.08   (feet)  ADJUSTED  
 MK0208  ___________________________________________________________________
 MK0208  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 MK0208  DYNAMIC HT  -         317.207 (meters)    1040.70  (feet)  COMP
 MK0208  MODELED GRAV-     980,250.2   (mgal)                       NAVD 88
 MK0208
 MK0208  VERT ORDER  -  SECOND    CLASS 0
 MK0208
 MK0208.The horizontal coordinates were scaled from a topographic map and have
 MK0208.an estimated accuracy of +/- 6 seconds.
 MK0208
 MK0208.The orthometric height was determined by differential leveling
 MK0208.and adjusted by the National Geodetic Survey in June 1991..
 MK0208
 MK0208.The geoid height was determined by GEOID03.
 MK0208
 MK0208.The dynamic height is computed by dividing the NAVD 88
 MK0208.geopotential number by the normal gravity value computed on the
 MK0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0208.degrees latitude (g = 980.6199 gals.).
 MK0208
 MK0208.The modeled gravity was interpolated from observed gravity values.
 MK0208
 MK0208;                    North         East    Units  Estimated Accuracy
 MK0208;SPC IA N     - 1,056,520.    1,281,090.      MT  (+/- 180 meters Scaled)
 MK0208
 MK0208                          SUPERSEDED SURVEY CONTROL
 MK0208
 MK0208  NGVD 29 (??/??/92)  317.193  (m)         1040.66   (f) ADJ UNCH    2 0
 MK0208
 MK0208.Superseded values are not recommended for survey control.
 MK0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0208.See file dsdata.txt to determine how the superseded data were derived.
 MK0208
 MK0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM368512(NAD 83)
 MK0208_MARKER: DB = BENCH MARK DISK
 MK0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0208_STAMPING: W 145 1948
 MK0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0208+STABILITY: SURFACE MOTION
 MK0208
 MK0208  HISTORY     - Date     Condition        Report By
 MK0208  HISTORY     - 1948     MONUMENTED       CGS
 MK0208  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0208
 MK0208                          STATION DESCRIPTION
 MK0208
 MK0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0208'7.1 MI NW FROM BLENCOE.
 MK0208'3.5 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION
 MK0208'OF NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.3 MILES
 MK0208'WEST ALONG A GRAVEL ROAD, THENCE 0.7 MILE NORTHWEST ALONG A
 MK0208'GRAVEL ROAD, THENCE 0.6 MILE SOUTH ALONG A DIRT ROAD, THENCE
 MK0208'0.2 MILE WEST ALONG A DIRT ROAD, THENCE 0.3 MILE SOUTH ALONG
 MK0208'A DIRT ROAD, THENCE 0.5 MILE NORTHWEST ALONG A DIRT ROAD, NEAR
 MK0208'A FARMHOUSE, 58.4 FEET NORTHWEST OF THE NORTH CORNER OF A BARN,
 MK0208'30.7 FEET NORTHEAST OF THE EAST CORNER OF A CORN CRIB, 14.0
 MK0208'FEET SOUTHWEST OF THE CENTER LINE OF A NORTHWEST-SOUTHEAST
 MK0208'ROAD, 1.0 FOOT NORTHEAST OF A FENCE, 1.6 FEET SOUTHEAST OF A
 MK0208'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MK0208'0.4 FOOT ABOVE THE GROUND.
 MK0208
 MK0208                          STATION RECOVERY (1970)
 MK0208
 MK0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0358 ***********************************************************************
 MJ0358  DESIGNATION -  W 146
 MJ0358  PID         -  MJ0358
 MJ0358  STATE/COUNTY-  IA/SHELBY
 MJ0358  USGS QUAD   -  SHELBY (1978)
 MJ0358
 MJ0358                         *CURRENT SURVEY CONTROL
 MJ0358  ___________________________________________________________________
 MJ0358* NAD 83(1986)-  41 31 46.     (N)    095 25 01.     (W)     SCALED    
 MJ0358* NAVD 88     -       373.087  (meters)    1224.04   (feet)  ADJUSTED  
 MJ0358  ___________________________________________________________________
 MJ0358  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 MJ0358  DYNAMIC HT  -         372.920 (meters)    1223.49  (feet)  COMP
 MJ0358  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 MJ0358
 MJ0358  VERT ORDER  -  FIRST     CLASS II
 MJ0358
 MJ0358.The horizontal coordinates were scaled from a topographic map and have
 MJ0358.an estimated accuracy of +/- 6 seconds.
 MJ0358
 MJ0358.The orthometric height was determined by differential leveling
 MJ0358.and adjusted by the National Geodetic Survey in June 1991..
 MJ0358
 MJ0358.The geoid height was determined by GEOID03.
 MJ0358
 MJ0358.The dynamic height is computed by dividing the NAVD 88
 MJ0358.geopotential number by the normal gravity value computed on the
 MJ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0358.degrees latitude (g = 980.6199 gals.).
 MJ0358
 MJ0358.The modeled gravity was interpolated from observed gravity values.
 MJ0358
 MJ0358;                    North         East    Units  Estimated Accuracy
 MJ0358;SPC IA S     -   171,610.      340,030.      MT  (+/- 180 meters Scaled)
 MJ0358
 MJ0358                          SUPERSEDED SURVEY CONTROL
 MJ0358
 MJ0358  NGVD 29 (??/??/92)  372.967  (m)         1223.64   (f) ADJ UNCH    1 2
 MJ0358
 MJ0358.Superseded values are not recommended for survey control.
 MJ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0358.See file dsdata.txt to determine how the superseded data were derived.
 MJ0358
 MJ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG983003(NAD 83)
 MJ0358_MARKER: DB = BENCH MARK DISK
 MJ0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0358_STAMPING: W 146 1949
 MJ0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0358+STABILITY: SURFACE MOTION
 MJ0358
 MJ0358  HISTORY     - Date     Condition        Report By
 MJ0358  HISTORY     - 1949     MONUMENTED       CGS
 MJ0358  HISTORY     - 1975     MARK NOT FOUND   USGS
 MJ0358
 MJ0358                          STATION DESCRIPTION
 MJ0358
 MJ0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0358'2.3 MI E FROM SHELBY.
 MJ0358'2.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MJ0358'FROM THE STATION AT SHELBY, ON THE OUTSIDE OF A LONG CURVE WITH
 MJ0358'TANGENTS LEADING SOUTHEAST AND SOUTHWEST, ABOUT 0.1 MILE EAST OF A
 MJ0358'STEEL BRIDGE OVER SILVER CREEK, 45.6 FEET NORTH OF THE NORTH RAIL
 MJ0358'OF THE TRACK, 15.0 FEET NORTHEAST OF MILEPOST NO. 465, 1.9 FEET
 MJ0358'SOUTH OF A FENCE, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP
 MJ0358'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MJ0358
 MJ0358                          STATION RECOVERY (1975)
 MJ0358
 MJ0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MJ0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0459 ***********************************************************************
 MJ0459  DESIGNATION -  W 147
 MJ0459  PID         -  MJ0459
 MJ0459  STATE/COUNTY-  IA/MILLS
 MJ0459  USGS QUAD   -  EMERSON (1978)
 MJ0459
 MJ0459                         *CURRENT SURVEY CONTROL
 MJ0459  ___________________________________________________________________
 MJ0459* NAD 83(1986)-  41 01 47.     (N)    095 29 57.     (W)     SCALED    
 MJ0459* NAVD 88     -       307.392  (meters)    1008.50   (feet)  ADJUSTED  
 MJ0459  ___________________________________________________________________
 MJ0459  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 MJ0459  DYNAMIC HT  -         307.256 (meters)    1008.06  (feet)  COMP
 MJ0459  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 MJ0459
 MJ0459  VERT ORDER  -  SECOND    CLASS 0
 MJ0459
 MJ0459.The horizontal coordinates were scaled from a topographic map and have
 MJ0459.an estimated accuracy of +/- 6 seconds.
 MJ0459
 MJ0459.The orthometric height was determined by differential leveling
 MJ0459.and adjusted by the National Geodetic Survey in June 1991..
 MJ0459
 MJ0459.The geoid height was determined by GEOID03.
 MJ0459
 MJ0459.The dynamic height is computed by dividing the NAVD 88
 MJ0459.geopotential number by the normal gravity value computed on the
 MJ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0459.degrees latitude (g = 980.6199 gals.).
 MJ0459
 MJ0459.The modeled gravity was interpolated from observed gravity values.
 MJ0459
 MJ0459;                    North         East    Units  Estimated Accuracy
 MJ0459;SPC IA S     -   116,280.      331,900.      MT  (+/- 180 meters Scaled)
 MJ0459
 MJ0459                          SUPERSEDED SURVEY CONTROL
 MJ0459
 MJ0459  NGVD 29 (??/??/92)  307.311  (m)         1008.24   (f) ADJ UNCH    2 0
 MJ0459
 MJ0459.Superseded values are not recommended for survey control.
 MJ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0459.See file dsdata.txt to determine how the superseded data were derived.
 MJ0459
 MJ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF899450(NAD 83)
 MJ0459_MARKER: DB = BENCH MARK DISK
 MJ0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0459_SP_SET: BRIDGE ABUTMENT
 MJ0459_STAMPING: W 147 1949
 MJ0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0459
 MJ0459  HISTORY     - Date     Condition        Report By
 MJ0459  HISTORY     - 1949     MONUMENTED       CGS
 MJ0459
 MJ0459                          STATION DESCRIPTION
 MJ0459
 MJ0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0459'0.4 MI N FROM HASTINGS.
 MJ0459'0.4 MILE NORTH ALONG COUNTY ROAD U WHICH IS ALSO STATE HIGHWAY
 MJ0459'166 FROM THE POST OFFICE AT HASTINGS, SET IN THE EAST END OF THE
 MJ0459'NORTH ABUTMENT OF A STEEL AND CONCRETE BRIDGE, ABOUT 250.0 FEET
 MJ0459'SOUTH OF U.S. HIGHWAY 34, 14.0 FEET EAST OF THE CENTER LINE
 MJ0459'OF THE ROAD AND ABOUT 0.5 FOOT ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0524 ***********************************************************************
 MJ0524  DESIGNATION -  W 148
 MJ0524  PID         -  MJ0524
 MJ0524  STATE/COUNTY-  IA/MONTGOMERY
 MJ0524  USGS QUAD   -  CARSON NE (1978)
 MJ0524
 MJ0524                         *CURRENT SURVEY CONTROL
 MJ0524  ___________________________________________________________________
 MJ0524* NAD 83(1986)-  41 08 44.     (N)    095 19 38.     (W)     SCALED    
 MJ0524* NAVD 88     -       370.153  (meters)    1214.41   (feet)  ADJUSTED  
 MJ0524  ___________________________________________________________________
 MJ0524  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 MJ0524  DYNAMIC HT  -         369.998 (meters)    1213.90  (feet)  COMP
 MJ0524  MODELED GRAV-     980,194.0   (mgal)                       NAVD 88
 MJ0524
 MJ0524  VERT ORDER  -  SECOND    CLASS 0
 MJ0524
 MJ0524.The horizontal coordinates were scaled from a topographic map and have
 MJ0524.an estimated accuracy of +/- 6 seconds.
 MJ0524
 MJ0524.The orthometric height was determined by differential leveling
 MJ0524.and adjusted by the National Geodetic Survey in June 1991..
 MJ0524
 MJ0524.The geoid height was determined by GEOID03.
 MJ0524
 MJ0524.The dynamic height is computed by dividing the NAVD 88
 MJ0524.geopotential number by the normal gravity value computed on the
 MJ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0524.degrees latitude (g = 980.6199 gals.).
 MJ0524
 MJ0524.The modeled gravity was interpolated from observed gravity values.
 MJ0524
 MJ0524;                    North         East    Units  Estimated Accuracy
 MJ0524;SPC IA S     -   128,820.      346,620.      MT  (+/- 180 meters Scaled)
 MJ0524
 MJ0524                          SUPERSEDED SURVEY CONTROL
 MJ0524
 MJ0524  NGVD 29 (??/??/92)  370.076  (m)         1214.16   (f) ADJ UNCH    2 0
 MJ0524
 MJ0524.Superseded values are not recommended for survey control.
 MJ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0524.See file dsdata.txt to determine how the superseded data were derived.
 MJ0524
 MJ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF047575(NAD 83)
 MJ0524_MARKER: DB = BENCH MARK DISK
 MJ0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0524_STAMPING: W 148 1949
 MJ0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0524+STABILITY: SURFACE MOTION
 MJ0524
 MJ0524  HISTORY     - Date     Condition        Report By
 MJ0524  HISTORY     - 1949     MONUMENTED       CGS
 MJ0524  HISTORY     - 1970     GOOD             NGS
 MJ0524
 MJ0524                          STATION DESCRIPTION
 MJ0524
 MJ0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0524'5.7 MI NE FROM HENDERSON.
 MJ0524'1.8 MILES NORTHEAST ALONG STATE HIGHWAY NO. 244 FROM THE CITIZENS
 MJ0524'BANK AT HENDERSON, THENCE 3.9 MILES EAST ALONG COUNTY ROAD A, IN
 MJ0524'THE SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 95.0 FEET
 MJ0524'NORTHWEST OF THE NORTHWEST CORNER OF AN ABANDONED FARMHOUSE, 90.0
 MJ0524'FEET EAST OF THE CENTER LINE OF COUNTY ROAD R LEADING SOUTH,
 MJ0524'39.0 FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 27.0 FEET
 MJ0524'NORTHEAST OF THE CENTER LINE OF A GATE, 0.9 FOOT NORTHWEST OF A
 MJ0524'FENCE, 1.4 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 MJ0524'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- A
 MJ0524'METAL WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 MJ0524
 MJ0524                          STATION RECOVERY (1970)
 MJ0524
 MJ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MJ0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0499 ***********************************************************************
 MJ0499  DESIGNATION -  W 149 RESET
 MJ0499  PID         -  MJ0499
 MJ0499  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0499  USGS QUAD   -  OAKLAND (1963)
 MJ0499
 MJ0499                         *CURRENT SURVEY CONTROL
 MJ0499  ___________________________________________________________________
 MJ0499* NAD 83(1986)-  41 18 51.     (N)    095 23 55.     (W)     SCALED    
 MJ0499* NAVD 88     -       329.64   (meters)    1081.5    (feet)  RESET     
 MJ0499  ___________________________________________________________________
 MJ0499  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 MJ0499
 MJ0499  VERT ORDER  -  THIRD
 MJ0499
 MJ0499.The horizontal coordinates were scaled from a topographic map and have
 MJ0499.an estimated accuracy of +/- 6 seconds.
 MJ0499
 MJ0499.The orthometric height was computed from unverified reset data.
 MJ0499
 MJ0499.The geoid height was determined by GEOID03.
 MJ0499
 MJ0499;                    North         East    Units  Estimated Accuracy
 MJ0499;SPC IA S     -   147,670.      341,040.      MT  (+/- 180 meters Scaled)
 MJ0499
 MJ0499                          SUPERSEDED SURVEY CONTROL
 MJ0499
 MJ0499  NGVD 29 (??/??/??)  329.56   (m)         1081.2    (f) RESET       3  
 MJ0499
 MJ0499.Superseded values are not recommended for survey control.
 MJ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0499.See file dsdata.txt to determine how the superseded data were derived.
 MJ0499
 MJ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF992764(NAD 83)
 MJ0499_MARKER: DB = BENCH MARK DISK
 MJ0499_SETTING: 0 = UNSPECIFIED SETTING
 MJ0499_STAMPING: W 149 RESET 1964
 MJ0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0499
 MJ0499  HISTORY     - Date     Condition        Report By
 MJ0499  HISTORY     - 1964     MONUMENTED       CGS
 MJ0499
 MJ0499                          STATION DESCRIPTION
 MJ0499
 MJ0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MJ0499'AT OAKLAND.
 MJ0499'AT OAKLAND 0.35 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND
 MJ0499'QUINCY RAILROAD FROM THE CITIZENS STATE BANK AT OAKLAND, THENCE
 MJ0499'0.05 MILE WEST ALONG A DIRT ROAD, THENCE 0.1 MILE NORTH ALONG A
 MJ0499'DIRT ROAD, THENCE 0.15 MILE WEST ALONG A DIRT ROAD, AT THE
 MJ0499'KIMBERLY AIRFIELD, 15 FEET NORTH OF THE CENTERLINE OF DIRT ROAD
 MJ0499'LEADING TO THIS PRIVATE AIRFIELD, 91 FEET EAST-NORTHEAST OF POWER
 MJ0499'POLE WITH TRANSFORMER, 39 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MJ0499'OF BARN, 2 FEET SOUTH OF THE SOUTHWEST CORNER OF CEMENT BLOCK AND
 MJ0499'WOOD SHED, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST.  THE MARK
 MJ0499'PROJECTS 4 INCHES AND THE DISK IS STAMPED W 149 RESET 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0021 ***********************************************************************
 NM0021  DESIGNATION -  W 15
 NM0021  PID         -  NM0021
 NM0021  STATE/COUNTY-  IA/SIOUX
 NM0021  USGS QUAD   -  ALTON (1985)
 NM0021
 NM0021                         *CURRENT SURVEY CONTROL
 NM0021  ___________________________________________________________________
 NM0021* NAD 83(1986)-  42 54 02.     (N)    096 05 06.     (W)     SCALED    
 NM0021* NAVD 88     -       380.679  (meters)    1248.94   (feet)  ADJUSTED  
 NM0021  ___________________________________________________________________
 NM0021  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 NM0021  DYNAMIC HT  -         380.572 (meters)    1248.59  (feet)  COMP
 NM0021  MODELED GRAV-     980,329.8   (mgal)                       NAVD 88
 NM0021
 NM0021  VERT ORDER  -  SECOND    CLASS 0
 NM0021
 NM0021.The horizontal coordinates were scaled from a topographic map and have
 NM0021.an estimated accuracy of +/- 6 seconds.
 NM0021
 NM0021.The orthometric height was determined by differential leveling
 NM0021.and adjusted by the National Geodetic Survey in June 1991..
 NM0021
 NM0021.The geoid height was determined by GEOID03.
 NM0021
 NM0021.The dynamic height is computed by dividing the NAVD 88
 NM0021.geopotential number by the normal gravity value computed on the
 NM0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0021.degrees latitude (g = 980.6199 gals.).
 NM0021
 NM0021.The modeled gravity was interpolated from observed gravity values.
 NM0021
 NM0021;                    North         East    Units  Estimated Accuracy
 NM0021;SPC IA N     - 1,158,800.    1,288,920.      MT  (+/- 180 meters Scaled)
 NM0021
 NM0021                          SUPERSEDED SURVEY CONTROL
 NM0021
 NM0021  NGVD 29 (??/??/92)  380.494  (m)         1248.34   (f) ADJ UNCH    2 0
 NM0021
 NM0021.Superseded values are not recommended for survey control.
 NM0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0021.See file dsdata.txt to determine how the superseded data were derived.
 NM0021
 NM0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN379538(NAD 83)
 NM0021_MARKER: DB = BENCH MARK DISK
 NM0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0021_STAMPING: W 15 1934
 NM0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0021+STABILITY: SURFACE MOTION
 NM0021
 NM0021  HISTORY     - Date     Condition        Report By
 NM0021  HISTORY     - 1934     MONUMENTED       CGS
 NM0021  HISTORY     - 1962     MARK NOT FOUND   NGS
 NM0021
 NM0021                          STATION DESCRIPTION
 NM0021
 NM0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NM0021'4 MI N FROM SENEY.
 NM0021'IN SIOUX COUNTY, 4 MILES NORTH ALONG THE SOO LINE RAILROAD,
 NM0021'FORMERLY, (C.ST.P.M. AND O.RWY.) FROM THE STATION AT SENEY,
 NM0021'PLYMOUTH COUNTY, 119 YARDS SOUTH OF MILEPOST 235, 20 YARDS
 NM0021'SOUTHEAST OF IRON CULVERT 786-1/2, 46.6 FEET EAST OF THE EAST
 NM0021'RAIL, AND 1.7 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NM0021'DISK, STAMPED W 15 1934 AND SET IN THE TOP OF A CONCRETE POST
 NM0021'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0266 ***********************************************************************
 MJ0266  DESIGNATION -  W 150
 MJ0266  PID         -  MJ0266
 MJ0266  STATE/COUNTY-  IA/SHELBY
 MJ0266  USGS QUAD   -  HARLAN (1978)
 MJ0266
 MJ0266                         *CURRENT SURVEY CONTROL
 MJ0266  ___________________________________________________________________
 MJ0266* NAD 83(1986)-  41 38 43.     (N)    095 16 10.     (W)     SCALED    
 MJ0266* NAVD 88     -       402.888  (meters)    1321.81   (feet)  ADJUSTED  
 MJ0266  ___________________________________________________________________
 MJ0266  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 MJ0266  DYNAMIC HT  -         402.706 (meters)    1321.21  (feet)  COMP
 MJ0266  MODELED GRAV-     980,160.4   (mgal)                       NAVD 88
 MJ0266
 MJ0266  VERT ORDER  -  SECOND    CLASS 0
 MJ0266
 MJ0266.The horizontal coordinates were scaled from a topographic map and have
 MJ0266.an estimated accuracy of +/- 6 seconds.
 MJ0266
 MJ0266.The orthometric height was determined by differential leveling
 MJ0266.and adjusted by the National Geodetic Survey in June 1991..
 MJ0266
 MJ0266.The geoid height was determined by GEOID03.
 MJ0266
 MJ0266.The dynamic height is computed by dividing the NAVD 88
 MJ0266.geopotential number by the normal gravity value computed on the
 MJ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0266.degrees latitude (g = 980.6199 gals.).
 MJ0266
 MJ0266.The modeled gravity was interpolated from observed gravity values.
 MJ0266
 MJ0266;                    North         East    Units  Estimated Accuracy
 MJ0266;SPC IA S     -   184,210.      352,600.      MT  (+/- 180 meters Scaled)
 MJ0266
 MJ0266                          SUPERSEDED SURVEY CONTROL
 MJ0266
 MJ0266  NGVD 29 (??/??/92)  402.768  (m)         1321.41   (f) ADJ UNCH    2 0
 MJ0266
 MJ0266.Superseded values are not recommended for survey control.
 MJ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0266.See file dsdata.txt to determine how the superseded data were derived.
 MJ0266
 MJ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG110128(NAD 83)
 MJ0266_MARKER: DB = BENCH MARK DISK
 MJ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0266_STAMPING: W 150 1949
 MJ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0266+STABILITY: SURFACE MOTION
 MJ0266
 MJ0266  HISTORY     - Date     Condition        Report By
 MJ0266  HISTORY     - 1949     MONUMENTED       CGS
 MJ0266
 MJ0266                          STATION DESCRIPTION
 MJ0266
 MJ0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0266'2.8 MI E FROM HARLAN.
 MJ0266'2.8 MILES EAST ALONG STATE HIGHWAY NO. 64 FROM THE JUNCTION OF
 MJ0266'STATE HIGHWAY NO. 64 WITH STATE HIGHWAY NO. 39 AND U.S. HIGHWAY
 MJ0266'NO. 59 AT HARLAN, 0.2 MILE WEST OF A NORTH-SOUTH SECTION LINE
 MJ0266'ROAD AT WHICH POINT A SCHOOL IS LOCATED IN THE NORTHEAST QUARTER
 MJ0266'OF THE INTERSECTION, ABOUT 225.0 FEET EAST OF LARGE BARN, ON THE
 MJ0266'EAST SLOPE OF A HILL, 44.0 FEET NORTHEAST OF PAVEMENT STATION
 MJ0266'NO. 796, 28.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MJ0266'17.0 FEET EAST OF THE CENTER LINE OF A GATE, 7.0 FEET EAST
 MJ0266'OF POWER LINE POLE NO. 4, 1.4 FEET SOUTH OF A FENCE, 1.4 FEET
 MJ0266'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MJ0266'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0326 ***********************************************************************
 MJ0326  DESIGNATION -  W 151
 MJ0326  PID         -  MJ0326
 MJ0326  STATE/COUNTY-  IA/CARROLL
 MJ0326  USGS QUAD   -  MANNING (1978)
 MJ0326
 MJ0326                         *CURRENT SURVEY CONTROL
 MJ0326  ___________________________________________________________________
 MJ0326* NAD 83(1986)-  41 54 01.     (N)    095 04 23.     (W)     SCALED    
 MJ0326* NAVD 88     -       401.089  (meters)    1315.91   (feet)  ADJUSTED  
 MJ0326  ___________________________________________________________________
 MJ0326  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 MJ0326  DYNAMIC HT  -         400.906 (meters)    1315.31  (feet)  COMP
 MJ0326  MODELED GRAV-     980,154.4   (mgal)                       NAVD 88
 MJ0326
 MJ0326  VERT ORDER  -  SECOND    CLASS 0
 MJ0326
 MJ0326.The horizontal coordinates were scaled from a topographic map and have
 MJ0326.an estimated accuracy of +/- 6 seconds.
 MJ0326
 MJ0326.The orthometric height was determined by differential leveling
 MJ0326.and adjusted by the National Geodetic Survey in June 1991..
 MJ0326
 MJ0326.The geoid height was determined by GEOID03.
 MJ0326
 MJ0326.The dynamic height is computed by dividing the NAVD 88
 MJ0326.geopotential number by the normal gravity value computed on the
 MJ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0326.degrees latitude (g = 980.6199 gals.).
 MJ0326
 MJ0326.The modeled gravity was interpolated from observed gravity values.
 MJ0326
 MJ0326;                    North         East    Units  Estimated Accuracy
 MJ0326;SPC IA N     - 1,045,680.    1,369,470.      MT  (+/- 180 meters Scaled)
 MJ0326
 MJ0326                          SUPERSEDED SURVEY CONTROL
 MJ0326
 MJ0326  NGVD 29 (??/??/92)  400.958  (m)         1315.48   (f) ADJ UNCH    2 0
 MJ0326
 MJ0326.Superseded values are not recommended for survey control.
 MJ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0326.See file dsdata.txt to determine how the superseded data were derived.
 MJ0326
 MJ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG280407(NAD 83)
 MJ0326_MARKER: DB = BENCH MARK DISK
 MJ0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0326_STAMPING: W 151 1949
 MJ0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0326+STABILITY: SURFACE MOTION
 MJ0326
 MJ0326  HISTORY     - Date     Condition        Report By
 MJ0326  HISTORY     - 1949     MONUMENTED       CGS
 MJ0326
 MJ0326                          STATION DESCRIPTION
 MJ0326
 MJ0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0326'1.6 MI SW FROM MANNING.
 MJ0326'0.7 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0326'RAILROAD FROM THE STATION AT MANNING, THENCE 0.9 MILE SOUTH ALONG
 MJ0326'A SECTION LINE ROAD, AT THE MANNING AIRPORT, 79.2 FEET NORTH OF
 MJ0326'THE NORTHEAST CORNER OF THE MOST SOUTHERLY HANGAR, 6.8 FEET EAST
 MJ0326'OF THE SOUTHEAST CORNER OF THE MAIN OFFICE, 9.0 FEET SOUTH OF
 MJ0326'THE SOUTHEAST CORNER OF A GASOLINE PUMP, 0.5 FOOT EAST OF THE
 MJ0326'SOUTHEAST CORNER OF A CONCRETE SLAB, SET IN THE TOP OF A CONCRETE
 MJ0326'POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0365 ***********************************************************************
 NM0365  DESIGNATION -  W 152
 NM0365  PID         -  NM0365
 NM0365  STATE/COUNTY-  IA/WOODBURY
 NM0365  USGS QUAD   -  CLIMBING HILL (1964)
 NM0365
 NM0365                         *CURRENT SURVEY CONTROL
 NM0365  ___________________________________________________________________
 NM0365* NAD 83(1986)-  42 15 35.     (N)    096 04 41.     (W)     SCALED    
 NM0365* NAVD 88     -       327.247  (meters)    1073.64   (feet)  ADJUSTED  
 NM0365  ___________________________________________________________________
 NM0365  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 NM0365  DYNAMIC HT  -         327.138 (meters)    1073.29  (feet)  COMP
 NM0365  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 NM0365
 NM0365  VERT ORDER  -  SECOND    CLASS 0
 NM0365
 NM0365.The horizontal coordinates were scaled from a topographic map and have
 NM0365.an estimated accuracy of +/- 6 seconds.
 NM0365
 NM0365.The orthometric height was determined by differential leveling
 NM0365.and adjusted by the National Geodetic Survey in June 1991..
 NM0365
 NM0365.The geoid height was determined by GEOID03.
 NM0365
 NM0365.The dynamic height is computed by dividing the NAVD 88
 NM0365.geopotential number by the normal gravity value computed on the
 NM0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0365.degrees latitude (g = 980.6199 gals.).
 NM0365
 NM0365.The modeled gravity was interpolated from observed gravity values.
 NM0365
 NM0365;                    North         East    Units  Estimated Accuracy
 NM0365;SPC IA N     - 1,087,630.    1,287,320.      MT  (+/- 180 meters Scaled)
 NM0365
 NM0365                          SUPERSEDED SURVEY CONTROL
 NM0365
 NM0365  NGVD 29 (??/??/92)  327.095  (m)         1073.14   (f) ADJ UNCH    2 0
 NM0365
 NM0365.Superseded values are not recommended for survey control.
 NM0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0365.See file dsdata.txt to determine how the superseded data were derived.
 NM0365
 NM0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM410827(NAD 83)
 NM0365_MARKER: DB = BENCH MARK DISK
 NM0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0365_SP_SET: BRIDGE
 NM0365_STAMPING: W 152 1949
 NM0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0365
 NM0365  HISTORY     - Date     Condition        Report By
 NM0365  HISTORY     - 1949     MONUMENTED       CGS
 NM0365
 NM0365                          STATION DESCRIPTION
 NM0365
 NM0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0365'0.8 MI S FROM HOLLY SPRINGS.
 NM0365'0.75 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CONSOLIDATED
 NM0365'SCHOOL AT HOLLY SPRINGS, IN THE TOP OF THE NORTHEAST WINGWALL
 NM0365'OF A BRIDGE OVER A DRAINAGE DITCH, 57 FEET WEST OF THE CENTER
 NM0365'LINE OF THE ROAD LEADING NORTH, 25 FEET WEST OF THE EXTENDED
 NM0365'CENTER LINE OF A DIKE ROAD LEADING SOUTH, 11 FEET NORTH OF THE
 NM0365'CENTER LINE OF THE ROAD LEADING WEST, 5.3 FEET NORTHEAST OF THE
 NM0365'NORTHEAST BANISTER POST OF THE BRIDGE, 4.2 FEET SOUTHWEST OF
 NM0365'THE NORTHEAST END OF THE WINGWALL, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0384 ***********************************************************************
 NM0384  DESIGNATION -  W 153
 NM0384  PID         -  NM0384
 NM0384  STATE/COUNTY-  IA/MONONA
 NM0384  USGS QUAD   -  HORNICK (1969)
 NM0384
 NM0384                         *CURRENT SURVEY CONTROL
 NM0384  ___________________________________________________________________
 NM0384* NAD 83(1986)-  42 09 23.     (N)    096 06 56.     (W)     SCALED    
 NM0384* NAVD 88     -       322.542  (meters)    1058.21   (feet)  ADJUSTED  
 NM0384  ___________________________________________________________________
 NM0384  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 NM0384  DYNAMIC HT  -         322.430 (meters)    1057.84  (feet)  COMP
 NM0384  MODELED GRAV-     980,267.3   (mgal)                       NAVD 88
 NM0384
 NM0384  VERT ORDER  -  SECOND    CLASS 0
 NM0384
 NM0384.The horizontal coordinates were scaled from a topographic map and have
 NM0384.an estimated accuracy of +/- 6 seconds.
 NM0384
 NM0384.The orthometric height was determined by differential leveling
 NM0384.and adjusted by the National Geodetic Survey in June 1991..
 NM0384
 NM0384.The geoid height was determined by GEOID03.
 NM0384
 NM0384.The dynamic height is computed by dividing the NAVD 88
 NM0384.geopotential number by the normal gravity value computed on the
 NM0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0384.degrees latitude (g = 980.6199 gals.).
 NM0384
 NM0384.The modeled gravity was interpolated from observed gravity values.
 NM0384
 NM0384;                    North         East    Units  Estimated Accuracy
 NM0384;SPC IA N     - 1,076,250.    1,283,870.      MT  (+/- 180 meters Scaled)
 NM0384
 NM0384                          SUPERSEDED SURVEY CONTROL
 NM0384
 NM0384  NGVD 29 (??/??/92)  322.399  (m)         1057.74   (f) ADJ UNCH    2 0
 NM0384
 NM0384.Superseded values are not recommended for survey control.
 NM0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0384.See file dsdata.txt to determine how the superseded data were derived.
 NM0384
 NM0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM383711(NAD 83)
 NM0384_MARKER: DB = BENCH MARK DISK
 NM0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0384_STAMPING: W 153 1949
 NM0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0384+STABILITY: SURFACE MOTION
 NM0384
 NM0384  HISTORY     - Date     Condition        Report By
 NM0384  HISTORY     - 1949     MONUMENTED       CGS
 NM0384
 NM0384                          STATION DESCRIPTION
 NM0384
 NM0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0384'5 MI NE FROM WHITING.
 NM0384'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND
 NM0384'NORTH WESTERN RAILROAD STATION AT WHITING, THENCE 1.6 MILES EAST
 NM0384'ALONG COUNTY ROAD E, THENCE 0.5 MILE NORTH ALONG COUNTY ROAD E,
 NM0384'THENCE 1.05 MILES EAST ALONG COUNTY ROAD E, AT THE FARM HOME
 NM0384'OF JOHN NELDEBERG, 215 FEET NORTH OF THE CENTER LINE OF AN
 NM0384'EAST-WEST ROAD, 76.0 FEET NORTHEAST OF THE SOUTHEAST CORNER
 NM0384'OF THE HOUSE, 23 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 NM0384'DRIVEWAY, 2.7 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 NM0384'GARAGE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 NM0384'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0135 ***********************************************************************
 OQ0135  DESIGNATION -  W 154
 OQ0135  PID         -  OQ0135
 OQ0135  STATE/COUNTY-  IA/SIOUX
 OQ0135  USGS QUAD   -  FAIRVIEW (1968)
 OQ0135
 OQ0135                         *CURRENT SURVEY CONTROL
 OQ0135  ___________________________________________________________________
 OQ0135* NAD 83(1986)-  43 10 06.     (N)    096 27 55.     (W)     SCALED    
 OQ0135* NAVD 88     -       366.537  (meters)    1202.55   (feet)  ADJUSTED  
 OQ0135  ___________________________________________________________________
 OQ0135  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OQ0135  DYNAMIC HT  -         366.434 (meters)    1202.21  (feet)  COMP
 OQ0135  MODELED GRAV-     980,330.2   (mgal)                       NAVD 88
 OQ0135
 OQ0135  VERT ORDER  -  FIRST     CLASS II
 OQ0135
 OQ0135.The horizontal coordinates were scaled from a topographic map and have
 OQ0135.an estimated accuracy of +/- 6 seconds.
 OQ0135
 OQ0135.The orthometric height was determined by differential leveling
 OQ0135.and adjusted by the National Geodetic Survey in June 1991..
 OQ0135
 OQ0135.The geoid height was determined by GEOID03.
 OQ0135
 OQ0135.The dynamic height is computed by dividing the NAVD 88
 OQ0135.geopotential number by the normal gravity value computed on the
 OQ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0135.degrees latitude (g = 980.6199 gals.).
 OQ0135
 OQ0135.The modeled gravity was interpolated from observed gravity values.
 OQ0135
 OQ0135;                    North         East    Units  Estimated Accuracy
 OQ0135;SPC IA N     - 1,189,550.    1,258,920.      MT  (+/- 180 meters Scaled)
 OQ0135
 OQ0135                          SUPERSEDED SURVEY CONTROL
 OQ0135
 OQ0135  NGVD 29 (??/??/92)  366.310  (m)         1201.80   (f) ADJ UNCH    1 2
 OQ0135
 OQ0135.Superseded values are not recommended for survey control.
 OQ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0135.See file dsdata.txt to determine how the superseded data were derived.
 OQ0135
 OQ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN060826(NAD 83)
 OQ0135_MARKER: DB = BENCH MARK DISK
 OQ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0135_STAMPING: W 154 1949
 OQ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0135+STABILITY: SURFACE MOTION
 OQ0135
 OQ0135  HISTORY     - Date     Condition        Report By
 OQ0135  HISTORY     - 1949     MONUMENTED       CGS
 OQ0135
 OQ0135                          STATION DESCRIPTION
 OQ0135
 OQ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0135'2.9 MI N FROM HUDSON.
 OQ0135'2.9 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0135'PACIFIC RAILROAD FROM THE RAILROAD STATION AT HUDSON, 23 RAILS
 OQ0135'SOUTH OF BRIDGE T-598 OVER THE BIG SIOUX RIVER, 0.2 MILE NORTH
 OQ0135'OF A PRIVATE ROAD CROSSING, 43.0 FEET WEST OF THE WEST RAIL, 36.0
 OQ0135'FEET NORTHWEST OF A POLE, 1.5 FEET EAST OF THE RIGHT-OF-WAY
 OQ0135'FENCE, 1.4 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 OQ0135'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0422 ***********************************************************************
 MH0422  DESIGNATION -  W 155
 MH0422  PID         -  MH0422
 MH0422  STATE/COUNTY-  IA/DALLAS
 MH0422  USGS QUAD   -  WAUKEE (1976)
 MH0422
 MH0422                         *CURRENT SURVEY CONTROL
 MH0422  ___________________________________________________________________
 MH0422* NAD 83(1986)-  41 31 07.     (N)    093 55 02.     (W)     SCALED    
 MH0422* NAVD 88     -       282.495  (meters)     926.82   (feet)  ADJUSTED  
 MH0422  ___________________________________________________________________
 MH0422  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 MH0422  DYNAMIC HT  -         282.370 (meters)     926.41  (feet)  COMP
 MH0422  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 MH0422
 MH0422  VERT ORDER  -  FIRST     CLASS II
 MH0422
 MH0422.The horizontal coordinates were scaled from a topographic map and have
 MH0422.an estimated accuracy of +/- 6 seconds.
 MH0422
 MH0422.The orthometric height was determined by differential leveling
 MH0422.and adjusted by the National Geodetic Survey in June 1991..
 MH0422
 MH0422.The geoid height was determined by GEOID03.
 MH0422
 MH0422.The dynamic height is computed by dividing the NAVD 88
 MH0422.geopotential number by the normal gravity value computed on the
 MH0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0422.degrees latitude (g = 980.6199 gals.).
 MH0422
 MH0422.The modeled gravity was interpolated from observed gravity values.
 MH0422
 MH0422;                    North         East    Units  Estimated Accuracy
 MH0422;SPC IA S     -   168,730.      465,180.      MT  (+/- 180 meters Scaled)
 MH0422
 MH0422                          SUPERSEDED SURVEY CONTROL
 MH0422
 MH0422  NGVD 29 (??/??/92)  282.437  (m)          926.63   (f) ADJ UNCH    1 2
 MH0422
 MH0422.Superseded values are not recommended for survey control.
 MH0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0422.See file dsdata.txt to determine how the superseded data were derived.
 MH0422
 MH0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF234967(NAD 83)
 MH0422_MARKER: DB = BENCH MARK DISK
 MH0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0422_STAMPING: W 155 1950
 MH0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0422+STABILITY: SURFACE MOTION
 MH0422
 MH0422  HISTORY     - Date     Condition        Report By
 MH0422  HISTORY     - 1950     MONUMENTED       CGS
 MH0422
 MH0422                          STATION DESCRIPTION
 MH0422
 MH0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0422'1.7 MI W FROM BOONESVILLE.
 MH0422'1.7 MILES WEST ALONG STATE HIGHWAY 90 FROM THE CHICAGO, ROCK
 MH0422'ISLAND AND PACIFIC RAILROAD STATION AT BOONEVILLE, ON THE
 MH0422'SIDE OF A HILL, 0.1 MILE WEST OF A WHITE FARMHOUSE WHICH IS ON
 MH0422'THE NORTH SIDE OF THE HIGHWAY, 0.4 MILE EAST OF A CEMETERY
 MH0422'WHICH IS ON THE SOUTH SIDE OF THE HIGHWAY, 78 FEET NORTH OF THE
 MH0422'CENTER LINE OF THE HIGHWAY, 0.9 FOOT SOUTH OF A FENCE, 2 FEET
 MH0422'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MH0422'PROJECTS 0.3 FOOT ABOVE THE GROUND.  THIS MARK IS 0.65 MILE
 MH0422'EAST OF BENCH MARK X 155.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0951 ***********************************************************************
 LF0951  DESIGNATION -  W 156
 LF0951  PID         -  LF0951
 LF0951  STATE/COUNTY-  IA/FREMONT
 LF0951  USGS QUAD   -  RIVERTON (1981)
 LF0951
 LF0951                         *CURRENT SURVEY CONTROL
 LF0951  ___________________________________________________________________
 LF0951* NAD 83(1986)-  40 44 36.     (N)    095 33 24.     (W)     SCALED    
 LF0951* NAVD 88     -       293.885  (meters)     964.19   (feet)  ADJUSTED  
 LF0951  ___________________________________________________________________
 LF0951  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LF0951  DYNAMIC HT  -         293.729 (meters)     963.68  (feet)  COMP
 LF0951  MODELED GRAV-     980,085.3   (mgal)                       NAVD 88
 LF0951
 LF0951  VERT ORDER  -  SECOND    CLASS 0
 LF0951
 LF0951.The horizontal coordinates were scaled from a topographic map and have
 LF0951.an estimated accuracy of +/- 6 seconds.
 LF0951
 LF0951.The orthometric height was determined by differential leveling
 LF0951.and adjusted by the National Geodetic Survey in June 1991..
 LF0951
 LF0951.The geoid height was determined by GEOID03.
 LF0951
 LF0951.The dynamic height is computed by dividing the NAVD 88
 LF0951.geopotential number by the normal gravity value computed on the
 LF0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0951.degrees latitude (g = 980.6199 gals.).
 LF0951
 LF0951.The modeled gravity was interpolated from observed gravity values.
 LF0951
 LF0951;                    North         East    Units  Estimated Accuracy
 LF0951;SPC IA S     -    84,600.      326,310.      MT  (+/- 180 meters Scaled)
 LF0951
 LF0951                          SUPERSEDED SURVEY CONTROL
 LF0951
 LF0951  NGVD 29 (??/??/92)  293.778  (m)          963.84   (f) ADJ UNCH    2 0
 LF0951
 LF0951.Superseded values are not recommended for survey control.
 LF0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0951.See file dsdata.txt to determine how the superseded data were derived.
 LF0951
 LF0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF841134(NAD 83)
 LF0951_MARKER: DB = BENCH MARK DISK
 LF0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0951_STAMPING: W 156 1949
 LF0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0951+STABILITY: SURFACE MOTION
 LF0951
 LF0951  HISTORY     - Date     Condition        Report By
 LF0951  HISTORY     - 1949     MONUMENTED       CGS
 LF0951
 LF0951                          STATION DESCRIPTION
 LF0951
 LF0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0951'3.9 MI N FROM RIVERTON.
 LF0951'0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0951'FROM THE STATION AT RIVERTON, THENCE 1.6 MILES NORTH ALONG A
 LF0951'GRAVELED ROAD, THENCE 0.15 MILE EAST ALONG A GRAVELED ROAD, THENCE
 LF0951'1.85 MILES NORTH ALONG A GRAVELED ROAD, 85 YARDS NORTH OF THE
 LF0951'NORTHEAST CORNER OF A CONCRETE BRIDGE OVER SPRING BRANCH CREEK,
 LF0951'58.0 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 22.0 FEET
 LF0951'SOUTH OF THE CENTER LINE OF A PRIVATE DRIVE LEADING TO A FARM HOME,
 LF0951'3.6 FEET WEST OF A POWER POLE, 2.0 FEET EAST OF A WITNESS POST,
 LF0951'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 LF0951'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0919 ***********************************************************************
 LF0919  DESIGNATION -  W 157
 LF0919  PID         -  LF0919
 LF0919  STATE/COUNTY-  IA/FREMONT
 LF0919  USGS QUAD   -  RANDOLPH (1957)
 LF0919
 LF0919                         *CURRENT SURVEY CONTROL
 LF0919  ___________________________________________________________________
 LF0919* NAD 83(1986)-  40 51 32.     (N)    095 33 22.     (W)     SCALED    
 LF0919* NAVD 88     -       302.908  (meters)     993.79   (feet)  ADJUSTED  
 LF0919  ___________________________________________________________________
 LF0919  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LF0919  DYNAMIC HT  -         302.753 (meters)     993.28  (feet)  COMP
 LF0919  MODELED GRAV-     980,106.5   (mgal)                       NAVD 88
 LF0919
 LF0919  VERT ORDER  -  SECOND    CLASS 0
 LF0919
 LF0919.The horizontal coordinates were scaled from a topographic map and have
 LF0919.an estimated accuracy of +/- 6 seconds.
 LF0919
 LF0919.The orthometric height was determined by differential leveling
 LF0919.and adjusted by the National Geodetic Survey in June 1991..
 LF0919
 LF0919.The geoid height was determined by GEOID03.
 LF0919
 LF0919.The dynamic height is computed by dividing the NAVD 88
 LF0919.geopotential number by the normal gravity value computed on the
 LF0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0919.degrees latitude (g = 980.6199 gals.).
 LF0919
 LF0919.The modeled gravity was interpolated from observed gravity values.
 LF0919
 LF0919;                    North         East    Units  Estimated Accuracy
 LF0919;SPC IA S     -    97,430.      326,660.      MT  (+/- 180 meters Scaled)
 LF0919
 LF0919                          SUPERSEDED SURVEY CONTROL
 LF0919
 LF0919  NGVD 29 (??/??/92)  302.805  (m)          993.45   (f) ADJ UNCH    2 0
 LF0919
 LF0919.Superseded values are not recommended for survey control.
 LF0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0919.See file dsdata.txt to determine how the superseded data were derived.
 LF0919
 LF0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF845262(NAD 83)
 LF0919_MARKER: DB = BENCH MARK DISK
 LF0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0919_STAMPING: W 157 1949
 LF0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0919+STABILITY: SURFACE MOTION
 LF0919
 LF0919  HISTORY     - Date     Condition        Report By
 LF0919  HISTORY     - 1949     MONUMENTED       CGS
 LF0919
 LF0919                          STATION DESCRIPTION
 LF0919
 LF0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0919'1.2 MI S FROM RANDOLPH.
 LF0919'0.2 MILE EAST ALONG STATE HIGHWAY 184 FROM THE SCHOOLHOUSE AT
 LF0919'RANDOLPH, THENCE 1.0 MILE SOUTH ALONG AN OILED ROAD, AT A ROAD
 LF0919'INTERSECTION, 67 FEET WEST OF A LONE ASH TREE, 48 FEET EAST
 LF0919'OF THE CENTER LINE OF THE NORTH AND SOUTH OILED ROAD, 36 FEET
 LF0919'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 23.0 FEET
 LF0919'EAST OF THE EAST END OF AN IRON PIPE CULVERT, 3.4 FEET NORTHEAST
 LF0919'OF A FENCE CORNER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF0919'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0952 ***********************************************************************
 NL0952  DESIGNATION -  W 158 RESET
 NL0952  PID         -  NL0952
 NL0952  STATE/COUNTY-  IA/MONONA
 NL0952  USGS QUAD   -  MAPLETON SE (1982)
 NL0952
 NL0952                         *CURRENT SURVEY CONTROL
 NL0952  ___________________________________________________________________
 NL0952* NAD 83(1986)-  42 06 24.     (N)    095 52 22.     (W)     SCALED    
 NL0952* NAVD 88     -       329.05   (meters)    1079.6    (feet)  RESET     
 NL0952  ___________________________________________________________________
 NL0952  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 NL0952
 NL0952  VERT ORDER  -  THIRD
 NL0952
 NL0952.The horizontal coordinates were scaled from a topographic map and have
 NL0952.an estimated accuracy of +/- 6 seconds.
 NL0952
 NL0952.The orthometric height was computed from unverified reset data.
 NL0952
 NL0952.The geoid height was determined by GEOID03.
 NL0952
 NL0952;                    North         East    Units  Estimated Accuracy
 NL0952;SPC IA N     - 1,070,140.    1,303,770.      MT  (+/- 180 meters Scaled)
 NL0952
 NL0952                          SUPERSEDED SURVEY CONTROL
 NL0952
 NL0952  NGVD 29 (05/12/04)  328.90   (m)         1079.1    (f) RESET       3  
 NL0952
 NL0952.Superseded values are not recommended for survey control.
 NL0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0952.See file dsdata.txt to determine how the superseded data were derived.
 NL0952
 NL0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG624656(NAD 83)
 NL0952_MARKER: DB = BENCH MARK DISK
 NL0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0952_SP_SET: CONCRETE POST
 NL0952_STAMPING: W 158 RESET 1982
 NL0952_MARK LOGO: NGS   
 NL0952_PROJECTION: PROJECTING 15 CENTIMETERS
 NL0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0952+STABILITY: SURFACE MOTION
 NL0952
 NL0952  HISTORY     - Date     Condition        Report By
 NL0952  HISTORY     - 1982     MONUMENTED       NGS
 NL0952
 NL0952                          STATION DESCRIPTION
 NL0952
 NL0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NL0952'4.7 KM (2.95 MI) NE FROM CASTANA.
 NL0952'0.32 KM (0.20 MI) NORTH ALONG A GRAVELED STREET, FROM THE POST OFFICE
 NL0952'AT CASTANA, THENCE 4.43 KM (2.75 MI) RIGHT AND NORTHEAST ALONG STATE
 NL0952'HIGHWAY 175 TO A ROAD ON THE RIGHT AND A FIELD ENTRANCE AND THE MARK
 NL0952'ON THE LEFT, 8.7 M (28.5 FT) NORTHWEST FROM THE CENTERLINE OF THE
 NL0952'HIGHWAY, 6.2 M (20.3 FT) SOUTH OF THE CENTERLINE OF THE FIELD
 NL0952'ENTRANCE AND 0.88 M (2.9 FT) SOUTHWEST OF A POWERLINE POLE.
 NL0952'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST
 NL0952'THE MARK IS 1.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1011 ***********************************************************************
 MJ1011  DESIGNATION -  W 159
 MJ1011  PID         -  MJ1011
 MJ1011  STATE/COUNTY-  IA/MONONA
 MJ1011  USGS QUAD   -  MOORHEAD NW (1971)
 MJ1011
 MJ1011                         *CURRENT SURVEY CONTROL
 MJ1011  ___________________________________________________________________
 MJ1011* NAD 83(1986)-  41 55 16.     (N)    095 58 59.     (W)     SCALED    
 MJ1011* NAVD 88     -       315.203  (meters)    1034.13   (feet)  ADJUSTED  
 MJ1011  ___________________________________________________________________
 MJ1011  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 MJ1011  DYNAMIC HT  -         315.083 (meters)    1033.73  (feet)  COMP
 MJ1011  MODELED GRAV-     980,232.9   (mgal)                       NAVD 88
 MJ1011
 MJ1011  VERT ORDER  -  SECOND    CLASS 0
 MJ1011
 MJ1011.The horizontal coordinates were scaled from a topographic map and have
 MJ1011.an estimated accuracy of +/- 6 seconds.
 MJ1011
 MJ1011.The orthometric height was determined by differential leveling
 MJ1011.and adjusted by the National Geodetic Survey in June 1991..
 MJ1011
 MJ1011.The geoid height was determined by GEOID03.
 MJ1011
 MJ1011.The dynamic height is computed by dividing the NAVD 88
 MJ1011.geopotential number by the normal gravity value computed on the
 MJ1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1011.degrees latitude (g = 980.6199 gals.).
 MJ1011
 MJ1011.The modeled gravity was interpolated from observed gravity values.
 MJ1011
 MJ1011;                    North         East    Units  Estimated Accuracy
 MJ1011;SPC IA N     - 1,049,800.    1,294,050.      MT  (+/- 180 meters Scaled)
 MJ1011
 MJ1011                          SUPERSEDED SURVEY CONTROL
 MJ1011
 MJ1011  NGVD 29 (??/??/92)  315.056  (m)         1033.65   (f) ADJ UNCH    2 0
 MJ1011
 MJ1011.Superseded values are not recommended for survey control.
 MJ1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1011.See file dsdata.txt to determine how the superseded data were derived.
 MJ1011
 MJ1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG526453(NAD 83)
 MJ1011_MARKER: DB = BENCH MARK DISK
 MJ1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ1011_STAMPING: W 159 1949
 MJ1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1011+STABILITY: SURFACE MOTION
 MJ1011
 MJ1011  HISTORY     - Date     Condition        Report By
 MJ1011  HISTORY     - 1949     MONUMENTED       CGS
 MJ1011
 MJ1011                          STATION DESCRIPTION
 MJ1011
 MJ1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ1011'6.8 MI SE FROM BLENCOE.
 MJ1011'0.25 MILE EAST FROM THE CATHOLIC CHURCH ALONG THE MAIN STREET OF
 MJ1011'BLENCOE, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.2
 MJ1011'MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES EAST ALONG
 MJ1011'A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT
 MJ1011'ROAD, THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD TO THE
 MJ1011'HARRISON DITCH, 95 FEET WEST OF THE CENTER LINE OF THE WEST
 MJ1011'LEVEE OF THE HARRISON DITCH, 55 FEET NORTH OF THE CENTER LINE
 MJ1011'OF THE ROAD LEADING WEST, 6.2 FEET EAST OF A BLAZED COTTONWOOD
 MJ1011'TREE, 2.0 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF
 MJ1011'A 5-FOOT CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0561 ***********************************************************************
 OP0561  DESIGNATION -  W 16
 OP0561  PID         -  OP0561
 OP0561  STATE/COUNTY-  IA/OSCEOLA
 OP0561  USGS QUAD   -  SIBLEY WEST (1972)
 OP0561
 OP0561                         *CURRENT SURVEY CONTROL
 OP0561  ___________________________________________________________________
 OP0561* NAD 83(1986)-  43 23 05.     (N)    095 45 27.     (W)     SCALED    
 OP0561* NAVD 88     -       463.818  (meters)    1521.71   (feet)  ADJUSTED  
 OP0561  ___________________________________________________________________
 OP0561  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 OP0561  DYNAMIC HT  -         463.697 (meters)    1521.31  (feet)  COMP
 OP0561  MODELED GRAV-     980,344.3   (mgal)                       NAVD 88
 OP0561
 OP0561  VERT ORDER  -  SECOND    CLASS 0
 OP0561
 OP0561.The horizontal coordinates were scaled from a topographic map and have
 OP0561.an estimated accuracy of +/- 6 seconds.
 OP0561
 OP0561.The orthometric height was determined by differential leveling
 OP0561.and adjusted by the National Geodetic Survey in June 1991..
 OP0561
 OP0561.The geoid height was determined by GEOID03.
 OP0561
 OP0561.The dynamic height is computed by dividing the NAVD 88
 OP0561.geopotential number by the normal gravity value computed on the
 OP0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0561.degrees latitude (g = 980.6199 gals.).
 OP0561
 OP0561.The modeled gravity was interpolated from observed gravity values.
 OP0561
 OP0561;                    North         East    Units  Estimated Accuracy
 OP0561;SPC IA N     - 1,211,800.    1,317,090.      MT  (+/- 180 meters Scaled)
 OP0561
 OP0561                          SUPERSEDED SURVEY CONTROL
 OP0561
 OP0561  NGVD 29 (??/??/92)  463.625  (m)         1521.08   (f) ADJ UNCH    2 0
 OP0561
 OP0561.Superseded values are not recommended for survey control.
 OP0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0561.See file dsdata.txt to determine how the superseded data were derived.
 OP0561
 OP0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ766072(NAD 83)
 OP0561_MARKER: DB = BENCH MARK DISK
 OP0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0561_STAMPING: W 16 1934
 OP0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0561+STABILITY: SURFACE MOTION
 OP0561
 OP0561  HISTORY     - Date     Condition        Report By
 OP0561  HISTORY     - 1934     MONUMENTED       CGS
 OP0561  HISTORY     - 1972     MARK NOT FOUND   USGS
 OP0561
 OP0561                          STATION DESCRIPTION
 OP0561
 OP0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0561'1 MI S FROM SIBLEY.
 OP0561'1 MILE SOUTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 OP0561'RAILWAY FROM THE STATION AT SIBLEY, OSCEOLA COUNTY, 44.7 FEET EAST OF
 OP0561'THE EAST RAIL, AND 54 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 33.
 OP0561'A STANDARD DISK, STAMPED W 16 1934 AND SET IN THE TOP OF A CONCRETE
 OP0561'POST PROJECTING 6 INCHES ABOVE GROUND.
 OP0561
 OP0561                          STATION RECOVERY (1972)
 OP0561
 OP0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0452 ***********************************************************************
 NL0452  DESIGNATION -  W 160
 NL0452  PID         -  NL0452
 NL0452  STATE/COUNTY-  IA/MONONA
 NL0452  USGS QUAD   -  CASTANA (1982)
 NL0452
 NL0452                         *CURRENT SURVEY CONTROL
 NL0452  ___________________________________________________________________
 NL0452* NAD 83(1986)-  42 07 02.     (N)    095 58 43.     (W)     SCALED    
 NL0452* NAVD 88     -       338.388  (meters)    1110.19   (feet)  ADJUSTED  
 NL0452  ___________________________________________________________________
 NL0452  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 NL0452  DYNAMIC HT  -         338.263 (meters)    1109.78  (feet)  COMP
 NL0452  MODELED GRAV-     980,241.6   (mgal)                       NAVD 88
 NL0452
 NL0452  VERT ORDER  -  SECOND    CLASS 0
 NL0452
 NL0452.The horizontal coordinates were scaled from a topographic map and have
 NL0452.an estimated accuracy of +/- 6 seconds.
 NL0452
 NL0452.The orthometric height was determined by differential leveling
 NL0452.and adjusted by the National Geodetic Survey in June 1991..
 NL0452
 NL0452.The geoid height was determined by GEOID03.
 NL0452
 NL0452.The dynamic height is computed by dividing the NAVD 88
 NL0452.geopotential number by the normal gravity value computed on the
 NL0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0452.degrees latitude (g = 980.6199 gals.).
 NL0452
 NL0452.The modeled gravity was interpolated from observed gravity values.
 NL0452
 NL0452;                    North         East    Units  Estimated Accuracy
 NL0452;SPC IA N     - 1,071,560.    1,295,050.      MT  (+/- 180 meters Scaled)
 NL0452
 NL0452                          SUPERSEDED SURVEY CONTROL
 NL0452
 NL0452  NGVD 29 (??/??/92)  338.240  (m)         1109.71   (f) ADJ UNCH    2 0
 NL0452
 NL0452.Superseded values are not recommended for survey control.
 NL0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0452.See file dsdata.txt to determine how the superseded data were derived.
 NL0452
 NL0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG537670(NAD 83)
 NL0452_MARKER: DB = BENCH MARK DISK
 NL0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0452_STAMPING: W 160 1949
 NL0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0452+STABILITY: SURFACE MOTION
 NL0452
 NL0452  HISTORY     - Date     Condition        Report By
 NL0452  HISTORY     - 1949     MONUMENTED       CGS
 NL0452  HISTORY     - 1982     GOOD             LOCENG
 NL0452
 NL0452                          STATION DESCRIPTION
 NL0452
 NL0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0452'4 MI S FROM TICONIC.
 NL0452'3.95 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE METHODIST
 NL0452'CHURCH AT TICONIC, 87 FEET SOUTHWEST OF A 36-INCH COTTONWOOD
 NL0452'TREE, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE DIRT ROAD,
 NL0452'17 FEET SOUTHWEST OF THE SOUTH GATE POST, 2.7 FEET EAST OF A
 NL0452'FENCE LINE, 1.3 FEET SOUTHWEST OF A REFERENCE POST, AND SET IN
 NL0452'THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 NL0452'THE GROUND.
 NL0452
 NL0452                          STATION RECOVERY (1982)
 NL0452
 NL0452'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 NL0452'3.95 MILES SOUTH ALONG A GRAVEL ROAD FROM THE METHODIST CHURCH AT
 NL0452'TICONIC. 25 FEET SOUTH EAST OF THE CENTERLINE OF THE GRAVEL ROAD, 17
 NL0452'FEET SOUTH WEST OF THE SOUTH GATE POST, 2.7 FEET WEST OF A FENCE
 NL0452'LINE, 1.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NL0452'POST PROJECTING 0.7 FOOT ABOVE THE GROUND. NEEDS RESET, IS NOW IN
 NL0452'EDGE OF STEEP ROAD BACK SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0951 ***********************************************************************
 NL0951  DESIGNATION -  W 160 RESET
 NL0951  PID         -  NL0951
 NL0951  STATE/COUNTY-  IA/MONONA
 NL0951  USGS QUAD   -  CASTANA (1982)
 NL0951
 NL0951                         *CURRENT SURVEY CONTROL
 NL0951  ___________________________________________________________________
 NL0951* NAD 83(1986)-  42 07 02.     (N)    095 58 43.     (W)     SCALED    
 NL0951* NAVD 88     -       337.15   (meters)    1106.1    (feet)  RESET     
 NL0951  ___________________________________________________________________
 NL0951  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 NL0951
 NL0951  VERT ORDER  -  THIRD
 NL0951
 NL0951.The horizontal coordinates were scaled from a topographic map and have
 NL0951.an estimated accuracy of +/- 6 seconds.
 NL0951
 NL0951.The orthometric height was computed from unverified reset data.
 NL0951
 NL0951.The geoid height was determined by GEOID03.
 NL0951
 NL0951;                    North         East    Units  Estimated Accuracy
 NL0951;SPC IA N     - 1,071,560.    1,295,050.      MT  (+/- 180 meters Scaled)
 NL0951
 NL0951                          SUPERSEDED SURVEY CONTROL
 NL0951
 NL0951  NGVD 29 (05/12/04)  337.00   (m)         1105.6    (f) RESET       3  
 NL0951
 NL0951.Superseded values are not recommended for survey control.
 NL0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0951.See file dsdata.txt to determine how the superseded data were derived.
 NL0951
 NL0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG537670(NAD 83)
 NL0951_MARKER: DB = BENCH MARK DISK
 NL0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0951_SP_SET: CONCRETE POST
 NL0951_STAMPING: W 160 RESET 1982
 NL0951_MARK LOGO: NGS   
 NL0951_PROJECTION: PROJECTING 30 CENTIMETERS
 NL0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0951+STABILITY: SURFACE MOTION
 NL0951
 NL0951  HISTORY     - Date     Condition        Report By
 NL0951  HISTORY     - 1982     MONUMENTED       NGS
 NL0951
 NL0951                          STATION DESCRIPTION
 NL0951
 NL0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NL0951'6.4 KM (3.95 MI) SOUTH FROM TICONIC.
 NL0951'6.36 KM (3.95 MI) SOUTH ALONG A GRADED ROAD FROM THE METHODIST CHURCH
 NL0951'AT TICONIC, 9.0 M (29.5 FT) NORTHWEST FROM THE CENTERLINE OF THE
 NL0951'ROAD, 1.16 M (3.8 FT) SOUTHEAST FROM A FENCELINE, 0.91 M (3.0 FT)
 NL0951'EAST FROM A POWERLINE POLE.
 NL0951'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 NL0951'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0096 ***********************************************************************
 MJ0096  DESIGNATION -  W 161
 MJ0096  PID         -  MJ0096
 MJ0096  STATE/COUNTY-  IA/MADISON
 MJ0096  USGS QUAD   -  EARLHAM EAST (1983)
 MJ0096
 MJ0096                         *CURRENT SURVEY CONTROL
 MJ0096  ___________________________________________________________________
 MJ0096* NAD 83(1986)-  41 29 44.     (N)    094 00 50.     (W)     SCALED    
 MJ0096* NAVD 88     -       283.860  (meters)     931.30   (feet)  ADJUSTED  
 MJ0096  ___________________________________________________________________
 MJ0096  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 MJ0096  DYNAMIC HT  -         283.734 (meters)     930.88  (feet)  COMP
 MJ0096  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 MJ0096
 MJ0096  VERT ORDER  -  FIRST     CLASS II
 MJ0096
 MJ0096.The horizontal coordinates were scaled from a topographic map and have
 MJ0096.an estimated accuracy of +/- 6 seconds.
 MJ0096
 MJ0096.The orthometric height was determined by differential leveling
 MJ0096.and adjusted by the National Geodetic Survey in June 1991..
 MJ0096
 MJ0096.The geoid height was determined by GEOID03.
 MJ0096
 MJ0096.The dynamic height is computed by dividing the NAVD 88
 MJ0096.geopotential number by the normal gravity value computed on the
 MJ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0096.degrees latitude (g = 980.6199 gals.).
 MJ0096
 MJ0096.The modeled gravity was interpolated from observed gravity values.
 MJ0096
 MJ0096;                    North         East    Units  Estimated Accuracy
 MJ0096;SPC IA S     -   166,210.      457,090.      MT  (+/- 180 meters Scaled)
 MJ0096
 MJ0096                          SUPERSEDED SURVEY CONTROL
 MJ0096
 MJ0096  NGVD 29 (??/??/92)  283.800  (m)          931.10   (f) ADJ UNCH    1 2
 MJ0096
 MJ0096.Superseded values are not recommended for survey control.
 MJ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0096.See file dsdata.txt to determine how the superseded data were derived.
 MJ0096
 MJ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF153942(NAD 83)
 MJ0096_MARKER: DB = BENCH MARK DISK
 MJ0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0096_STAMPING: W 161 1950
 MJ0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0096+STABILITY: SURFACE MOTION
 MJ0096
 MJ0096  HISTORY     - Date     Condition        Report By
 MJ0096  HISTORY     - 1950     MONUMENTED       CGS
 MJ0096  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0096
 MJ0096                          STATION DESCRIPTION
 MJ0096
 MJ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0096'2.9 MI S FROM DE SOTO.
 MJ0096'0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT DE SOTO,
 MJ0096'THENCE 2.7 MILES SOUTH ALONG U.S. HIGHWAY 169, 350 FEET WEST
 MJ0096'OF THE CENTER LINE OF THE HIGHWAY, 101 FEET EAST OF THE EAST
 MJ0096'END OF A WOODEN BRIDGE, 46 FEET EAST OF TELEPHONE POLE 16506,
 MJ0096'29 FEET SOUTH OF THE CENTER LINE OF A ROAD, 1.8 FEET NORTHWEST
 MJ0096'OF A FENCE CORNER, 1.3 FEET NORTH OF A FENCE, 2.3 FEET WEST
 MJ0096'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0096'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MJ0096
 MJ0096                          STATION RECOVERY (1980)
 MJ0096
 MJ0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0096'THE ROAD HAS BEEN REBUILT AND THE DESCRIPTION IS NO LONGER VALID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0418 ***********************************************************************
 MJ0418  DESIGNATION -  W 162
 MJ0418  PID         -  MJ0418
 MJ0418  STATE/COUNTY-  IA/CASS
 MJ0418  USGS QUAD   -  ATLANTIC (1971)
 MJ0418
 MJ0418                         *CURRENT SURVEY CONTROL
 MJ0418  ___________________________________________________________________
 MJ0418* NAD 83(1986)-  41 24 52.     (N)    095 02 13.     (W)     SCALED    
 MJ0418* NAVD 88     -       351.715  (meters)    1153.92   (feet)  ADJUSTED  
 MJ0418  ___________________________________________________________________
 MJ0418  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 MJ0418  DYNAMIC HT  -         351.587 (meters)    1153.50  (feet)  COMP
 MJ0418  MODELED GRAV-     980,246.5   (mgal)                       NAVD 88
 MJ0418
 MJ0418  VERT ORDER  -  FIRST     CLASS II
 MJ0418
 MJ0418.The horizontal coordinates were scaled from a topographic map and have
 MJ0418.an estimated accuracy of +/- 6 seconds.
 MJ0418
 MJ0418.The orthometric height was determined by differential leveling
 MJ0418.and adjusted by the National Geodetic Survey in June 1991..
 MJ0418
 MJ0418.The geoid height was determined by GEOID03.
 MJ0418
 MJ0418.The dynamic height is computed by dividing the NAVD 88
 MJ0418.geopotential number by the normal gravity value computed on the
 MJ0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0418.degrees latitude (g = 980.6199 gals.).
 MJ0418
 MJ0418.The modeled gravity was interpolated from observed gravity values.
 MJ0418
 MJ0418;                    North         East    Units  Estimated Accuracy
 MJ0418;SPC IA S     -   158,210.      371,520.      MT  (+/- 180 meters Scaled)
 MJ0418
 MJ0418                          SUPERSEDED SURVEY CONTROL
 MJ0418
 MJ0418.No superseded survey control is available for this station.
 MJ0418
 MJ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF297867(NAD 83)
 MJ0418_MARKER: DB = BENCH MARK DISK
 MJ0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0418_STAMPING: W 162 1950
 MJ0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0418+STABILITY: SURFACE MOTION
 MJ0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0418+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 MJ0418
 MJ0418  HISTORY     - Date     Condition        Report By
 MJ0418  HISTORY     - 1950     MONUMENTED       CGS
 MJ0418  HISTORY     - 20040301 GOOD             INDIV
 MJ0418
 MJ0418                          STATION DESCRIPTION
 MJ0418
 MJ0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0418'1.3 MI NW FROM ATLANTIC.
 MJ0418'1.3 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE AMERICAN
 MJ0418'LEGION MEMORIAL BUILDING AT ATLANTIC, 0.1 MILE NORTHWEST OF A
 MJ0418'CULVERT WHICH IS USED AS A CATTLE UNDERPASS, 225 FEET SOUTHEAST
 MJ0418'OF A CONCRETE CULVERT, 75 FEET SOUTHWEST OF THE CENTER LINE OF
 MJ0418'THE HIGHWAY, 10.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 MJ0418'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MJ0418
 MJ0418                          STATION RECOVERY (2004)
 MJ0418
 MJ0418'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JES)
 MJ0418'FOUND IN GOOD CONDITION.  POSITION ESTABLISHED FROM LOCAL HARN STATION
 MJ0418' 
 MJ0418'41 24 52.44690N  95 02 14.12706W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0422 ***********************************************************************
 MJ0422  DESIGNATION -  W 163
 MJ0422  PID         -  MJ0422
 MJ0422  STATE/COUNTY-  IA/CASS
 MJ0422  USGS QUAD   -  ATLANTIC (1971)
 MJ0422
 MJ0422                         *CURRENT SURVEY CONTROL
 MJ0422  ___________________________________________________________________
 MJ0422* NAD 83(1986)-  41 24 15.     (N)    095 02 58.     (W)     SCALED    
 MJ0422* NAVD 88     -       351.342  (meters)    1152.69   (feet)  ADJUSTED  
 MJ0422  ___________________________________________________________________
 MJ0422  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 MJ0422  DYNAMIC HT  -         351.212 (meters)    1152.27  (feet)  COMP
 MJ0422  MODELED GRAV-     980,244.3   (mgal)                       NAVD 88
 MJ0422
 MJ0422  VERT ORDER  -  FIRST     CLASS II
 MJ0422
 MJ0422.This mark is at Atlantic Municipal Airport (AIO)
 MJ0422
 MJ0422.The horizontal coordinates were scaled from a topographic map and have
 MJ0422.an estimated accuracy of +/- 6 seconds.
 MJ0422
 MJ0422.The orthometric height was determined by differential leveling
 MJ0422.and adjusted by the National Geodetic Survey in June 1991..
 MJ0422
 MJ0422.The geoid height was determined by GEOID03.
 MJ0422
 MJ0422.The dynamic height is computed by dividing the NAVD 88
 MJ0422.geopotential number by the normal gravity value computed on the
 MJ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0422.degrees latitude (g = 980.6199 gals.).
 MJ0422
 MJ0422.The modeled gravity was interpolated from observed gravity values.
 MJ0422
 MJ0422;                    North         East    Units  Estimated Accuracy
 MJ0422;SPC IA S     -   157,090.      370,450.      MT  (+/- 180 meters Scaled)
 MJ0422
 MJ0422                          SUPERSEDED SURVEY CONTROL
 MJ0422
 MJ0422  NGVD 29 (??/??/92)  351.281  (m)         1152.49   (f) ADJ UNCH    1 2
 MJ0422
 MJ0422.Superseded values are not recommended for survey control.
 MJ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0422.See file dsdata.txt to determine how the superseded data were derived.
 MJ0422
 MJ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF286856(NAD 83)
 MJ0422_MARKER: DB = BENCH MARK DISK
 MJ0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0422_STAMPING: W 163 1950
 MJ0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0422+STABILITY: SURFACE MOTION
 MJ0422
 MJ0422  HISTORY     - Date     Condition        Report By
 MJ0422  HISTORY     - 1950     MONUMENTED       CGS
 MJ0422  HISTORY     - 1969     MARK NOT FOUND   USGS
 MJ0422
 MJ0422                          STATION DESCRIPTION
 MJ0422
 MJ0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0422'2.1 MI W FROM ATLANTIC.
 MJ0422'2.1 MILES WEST ALONG COUNTY ROAD C FROM THE NORTHWEST CORNER OF
 MJ0422'THE CITY PARK AT ATLANTIC, AT THE ATLANTIC AIRPORT, 200 FEET
 MJ0422'WEST OF THE WEATHER BUREAU STATION, AT AN AIRWAY BEACON, 96 FEET
 MJ0422'NORTH OF THE CENTER LINE OF COUNTY ROAD C, 22.5 FEET SOUTHEAST
 MJ0422'OF THE NORTHEAST CORNER OF A BUILDING, 2.1 FEET NORTHEAST OF
 MJ0422'THE NORTHEAST LEG OF THE BEACON TOWER, SET IN THE TOP OF A
 MJ0422'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MJ0422'NOTE-- SITE OF MARK IS NOW UNDER CULTIVATION.  ONE OF THE
 MJ0422'AIRPORT MAINTENANCE PERSONNEL REMEMBERS HAULING ONE OF THE
 MJ0422'BMS (EITHER W-163 1950 OR X-163 1950) TO THE CITY DUMP.
 MJ0422
 MJ0422                          STATION RECOVERY (1969)
 MJ0422
 MJ0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MJ0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0483 ***********************************************************************
 OP0483  DESIGNATION -  W 17
 OP0483  PID         -  OP0483
 OP0483  STATE/COUNTY-  IA/O BRIEN
 OP0483  USGS QUAD   -  HARTLEY (1970)
 OP0483
 OP0483                         *CURRENT SURVEY CONTROL
 OP0483  ___________________________________________________________________
 OP0483* NAD 83(1986)-  43 10 33.     (N)    095 26 49.     (W)     SCALED    
 OP0483* NAVD 88     -       436.966  (meters)    1433.61   (feet)  ADJUSTED  
 OP0483  ___________________________________________________________________
 OP0483  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 OP0483  DYNAMIC HT  -         436.830 (meters)    1433.17  (feet)  COMP
 OP0483  MODELED GRAV-     980,296.6   (mgal)                       NAVD 88
 OP0483
 OP0483  VERT ORDER  -  SECOND    CLASS 0
 OP0483
 OP0483.The horizontal coordinates were scaled from a topographic map and have
 OP0483.an estimated accuracy of +/- 6 seconds.
 OP0483
 OP0483.The orthometric height was determined by differential leveling
 OP0483.and adjusted by the National Geodetic Survey in June 1991..
 OP0483
 OP0483.The geoid height was determined by GEOID03.
 OP0483
 OP0483.The dynamic height is computed by dividing the NAVD 88
 OP0483.geopotential number by the normal gravity value computed on the
 OP0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0483.degrees latitude (g = 980.6199 gals.).
 OP0483
 OP0483.The modeled gravity was interpolated from observed gravity values.
 OP0483
 OP0483;                    North         East    Units  Estimated Accuracy
 OP0483;SPC IA N     - 1,187,970.    1,341,710.      MT  (+/- 180 meters Scaled)
 OP0483
 OP0483                          SUPERSEDED SURVEY CONTROL
 OP0483
 OP0483  NGVD 29 (??/??/92)  436.791  (m)         1433.04   (f) ADJ UNCH    2 0
 OP0483
 OP0483.Superseded values are not recommended for survey control.
 OP0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0483.See file dsdata.txt to determine how the superseded data were derived.
 OP0483
 OP0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH011832(NAD 83)
 OP0483_MARKER: DB = BENCH MARK DISK
 OP0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0483_STAMPING: W 17 1934
 OP0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0483+STABILITY: SURFACE MOTION
 OP0483
 OP0483  HISTORY     - Date     Condition        Report By
 OP0483  HISTORY     - 1934     MONUMENTED       CGS
 OP0483
 OP0483                          STATION DESCRIPTION
 OP0483
 OP0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0483'1.4 MI E FROM HARTLEY.
 OP0483'1.4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0483'RAILROAD FROM THE STATION AT HARTLEY, OBRIEN COUNTY, 67.5 FEET
 OP0483'NORTHEAST OF A SECTION-ROAD CROSSING, 45.7 FEET NORTH OF THE NORTH
 OP0483'RAIL, 18.0 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, AND 1.4 FEET
 OP0483'SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED W 17 1934 AND SET IN THE
 OP0483'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0152 ***********************************************************************
 NJ0152  DESIGNATION -  W 175
 NJ0152  PID         -  NJ0152
 NJ0152  STATE/COUNTY-  IA/JACKSON
 NJ0152  USGS QUAD   -  BELLEVUE (1968)
 NJ0152
 NJ0152                         *CURRENT SURVEY CONTROL
 NJ0152  ___________________________________________________________________
 NJ0152* NAD 83(1986)-  42 17 59.     (N)    090 26 46.     (W)     SCALED    
 NJ0152* NAVD 88     -       196.731  (meters)     645.44   (feet)  ADJUSTED  
 NJ0152  ___________________________________________________________________
 NJ0152  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 NJ0152  DYNAMIC HT  -         196.669 (meters)     645.24  (feet)  COMP
 NJ0152  MODELED GRAV-     980,301.9   (mgal)                       NAVD 88
 NJ0152
 NJ0152  VERT ORDER  -  FIRST     CLASS I
 NJ0152
 NJ0152.The horizontal coordinates were scaled from a topographic map and have
 NJ0152.an estimated accuracy of +/- 6 seconds.
 NJ0152
 NJ0152.The orthometric height was determined by differential leveling
 NJ0152.and adjusted by the National Geodetic Survey in June 1991..
 NJ0152
 NJ0152.The geoid height was determined by GEOID03.
 NJ0152
 NJ0152.The dynamic height is computed by dividing the NAVD 88
 NJ0152.geopotential number by the normal gravity value computed on the
 NJ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0152.degrees latitude (g = 980.6199 gals.).
 NJ0152
 NJ0152.The modeled gravity was interpolated from observed gravity values.
 NJ0152
 NJ0152;                    North         East    Units  Estimated Accuracy
 NJ0152;SPC IA N     - 1,093,380.    1,751,760.      MT  (+/- 180 meters Scaled)
 NJ0152
 NJ0152                          SUPERSEDED SURVEY CONTROL
 NJ0152
 NJ0152  NGVD 29 (??/??/92)  196.773  (m)          645.58   (f) ADJ UNCH    1 1
 NJ0152
 NJ0152.Superseded values are not recommended for survey control.
 NJ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0152.See file dsdata.txt to determine how the superseded data were derived.
 NJ0152
 NJ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG105862(NAD 83)
 NJ0152_MARKER: DB = BENCH MARK DISK
 NJ0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0152_SP_SET: CULVERT
 NJ0152_STAMPING: W 175 1970
 NJ0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0152
 NJ0152  HISTORY     - Date     Condition        Report By
 NJ0152  HISTORY     - 1970     MONUMENTED       NGS
 NJ0152  HISTORY     - 1988     GOOD             USPSQD
 NJ0152  HISTORY     - 19940826 MARK NOT FOUND   USPSQD
 NJ0152  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0152
 NJ0152                          STATION DESCRIPTION
 NJ0152
 NJ0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0152'3.2 MI N FROM BELLEVUE.
 NJ0152'ABOUT 3.15 MILES NORTH ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0152'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, 20.5
 NJ0152'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 NJ0152'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A
 NJ0152'3- X 4-FOOT CONCRETE BOX CULVERT WITH WINGWALLS, AND ABOUT
 NJ0152'LEVEL WITH THE HIGHWAY.  SECTION 36, T87N, R4E.
 NJ0152
 NJ0152                          STATION RECOVERY (1988)
 NJ0152
 NJ0152'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0152'RECOVERED IN GOOD CONDITION.
 NJ0152
 NJ0152                          STATION RECOVERY (1994)
 NJ0152
 NJ0152'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0152'MARK NOT FOUND.
 NJ0152
 NJ0152                          STATION RECOVERY (2001)
 NJ0152
 NJ0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0152'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0139 ***********************************************************************
 NJ0139  DESIGNATION -  W 176
 NJ0139  PID         -  NJ0139
 NJ0139  STATE/COUNTY-  IA/JACKSON
 NJ0139  USGS QUAD   -  BELLEVUE (1968)
 NJ0139
 NJ0139                         *CURRENT SURVEY CONTROL
 NJ0139  ___________________________________________________________________
 NJ0139* NAD 83(1986)-  42 17 15.     (N)    090 26 14.     (W)     SCALED    
 NJ0139* NAVD 88     -       193.617  (meters)     635.23   (feet)  ADJUSTED  
 NJ0139  ___________________________________________________________________
 NJ0139  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 NJ0139  DYNAMIC HT  -         193.555 (meters)     635.02  (feet)  COMP
 NJ0139  MODELED GRAV-     980,301.6   (mgal)                       NAVD 88
 NJ0139
 NJ0139  VERT ORDER  -  FIRST     CLASS I
 NJ0139
 NJ0139.The horizontal coordinates were scaled from a topographic map and have
 NJ0139.an estimated accuracy of +/- 6 seconds.
 NJ0139
 NJ0139.The orthometric height was determined by differential leveling
 NJ0139.and adjusted by the National Geodetic Survey in June 1991..
 NJ0139
 NJ0139.The geoid height was determined by GEOID03.
 NJ0139
 NJ0139.The dynamic height is computed by dividing the NAVD 88
 NJ0139.geopotential number by the normal gravity value computed on the
 NJ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0139.degrees latitude (g = 980.6199 gals.).
 NJ0139
 NJ0139.The modeled gravity was interpolated from observed gravity values.
 NJ0139
 NJ0139;                    North         East    Units  Estimated Accuracy
 NJ0139;SPC IA N     - 1,092,050.    1,752,550.      MT  (+/- 180 meters Scaled)
 NJ0139
 NJ0139                          SUPERSEDED SURVEY CONTROL
 NJ0139
 NJ0139  NGVD 29 (??/??/92)  193.659  (m)          635.36   (f) ADJ UNCH    1 1
 NJ0139
 NJ0139.Superseded values are not recommended for survey control.
 NJ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0139.See file dsdata.txt to determine how the superseded data were derived.
 NJ0139
 NJ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG112848(NAD 83)
 NJ0139_MARKER: DB = BENCH MARK DISK
 NJ0139_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NJ0139_SP_SET: 40 FT
 NJ0139_STAMPING: W 176 1970
 NJ0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0139
 NJ0139  HISTORY     - Date     Condition        Report By
 NJ0139  HISTORY     - 1970     MONUMENTED       NGS
 NJ0139  HISTORY     - 1988     GOOD             USPSQD
 NJ0139  HISTORY     - 19940826 GOOD             USPSQD
 NJ0139  HISTORY     - 20010331 GOOD             NGS
 NJ0139
 NJ0139                          STATION DESCRIPTION
 NJ0139
 NJ0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0139'2.2 MI N FROM BELLEVUE.
 NJ0139'ABOUT 2.2 MILES NORTH ALONG U.S. HIGHWAY 52 AND 67 FROM THE
 NJ0139'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE, AT
 NJ0139'THE JUNCTION OF THE HIGHWAY AND A PRIVATE ROAD WHICH LEADS
 NJ0139'WEST, 97 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 81 FEET
 NJ0139'EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE CHICAGO, MILWAUKEE,
 NJ0139'ST. PAUL AND PACIFIC RAILROAD, 30 FEET SOUTH OF THE CENTER LINE
 NJ0139'OF THE PRIVATE ROAD, 18 FEET SOUTH OF A POWER POLE WHICH IS
 NJ0139'BRACED BY A GUY WIRE, 2.0 FEET NORTH OF A METAL WITNESS POST,
 NJ0139'ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A COPPER COATED
 NJ0139'ROD THAT IS DRIVEN TO A DEPTH OF 40 FEET AND IS ENCASED IN A
 NJ0139'3 1/2-INCH IRON PIPE PROJECTING 4 INCHES.  SECTION 1, T86N,
 NJ0139'R4E.
 NJ0139
 NJ0139                          STATION RECOVERY (1988)
 NJ0139
 NJ0139'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0139'RECOVERED IN GOOD CONDITION.
 NJ0139
 NJ0139                          STATION RECOVERY (1994)
 NJ0139
 NJ0139'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0139'RECOVERED IN GOOD CONDITION.
 NJ0139
 NJ0139                          STATION RECOVERY (2001)
 NJ0139
 NJ0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0139'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0364 ***********************************************************************
 NJ0364  DESIGNATION -  W 177
 NJ0364  PID         -  NJ0364
 NJ0364  STATE/COUNTY-  IA/DUBUQUE
 NJ0364  USGS QUAD   -  SHERRILL (1972)
 NJ0364
 NJ0364                         *CURRENT SURVEY CONTROL
 NJ0364  ___________________________________________________________________
 NJ0364* NAD 83(1986)-  42 34 37.     (N)    090 51 52.     (W)     SCALED    
 NJ0364* NAVD 88     -       277.265  (meters)     909.66   (feet)  ADJUSTED  
 NJ0364  ___________________________________________________________________
 NJ0364  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 NJ0364  DYNAMIC HT  -         277.178 (meters)     909.37  (feet)  COMP
 NJ0364  MODELED GRAV-     980,302.8   (mgal)                       NAVD 88
 NJ0364
 NJ0364  VERT ORDER  -  FIRST     CLASS I
 NJ0364
 NJ0364.The horizontal coordinates were scaled from a topographic map and have
 NJ0364.an estimated accuracy of +/- 6 seconds.
 NJ0364
 NJ0364.The orthometric height was determined by differential leveling
 NJ0364.and adjusted by the National Geodetic Survey in June 1991..
 NJ0364
 NJ0364.The geoid height was determined by GEOID03.
 NJ0364
 NJ0364.The dynamic height is computed by dividing the NAVD 88
 NJ0364.geopotential number by the normal gravity value computed on the
 NJ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0364.degrees latitude (g = 980.6199 gals.).
 NJ0364
 NJ0364.The modeled gravity was interpolated from observed gravity values.
 NJ0364
 NJ0364;                    North         East    Units  Estimated Accuracy
 NJ0364;SPC IA N     - 1,123,000.    1,716,330.      MT  (+/- 180 meters Scaled)
 NJ0364
 NJ0364                          SUPERSEDED SURVEY CONTROL
 NJ0364
 NJ0364  NGVD 29 (??/??/92)  277.304  (m)          909.79   (f) ADJ UNCH    1 1
 NJ0364
 NJ0364.Superseded values are not recommended for survey control.
 NJ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0364.See file dsdata.txt to determine how the superseded data were derived.
 NJ0364
 NJ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH752160(NAD 83)
 NJ0364_MARKER: DB = BENCH MARK DISK
 NJ0364_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NJ0364_SP_SET: 19 FT
 NJ0364_STAMPING: W 177 1970
 NJ0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0364
 NJ0364  HISTORY     - Date     Condition        Report By
 NJ0364  HISTORY     - 1970     MONUMENTED       NGS
 NJ0364  HISTORY     - 20010331 GOOD             NGS
 NJ0364
 NJ0364                          STATION DESCRIPTION
 NJ0364
 NJ0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0364'9 MI W FROM SAGEVILLE.
 NJ0364'ABOUT 8.95 MILES WEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0364'FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE,
 NJ0364'30 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 NJ0364'NORTHWEST OF THE EAST CORNER OF A FENCE WHICH SURROUNDS A
 NJ0364'CEMENTERY, 82.8 FEET WEST AND ACROSS THE HIGHWAY FROM A POWER
 NJ0364'POLE WHICH IS BRACED BY SIX GUY WIRES, 13.5 FEET SOUTHEAST OF A
 NJ0364'36-INCH OAK TREE, 1 FOOT NORTHEAST OF THE FENCE, 1.0 FOOT
 NJ0364'NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 NJ0364'OF THE HIGHWAY, AND ON THE TOP OF A COPPER COATED ROD THAT IS
 NJ0364'DRIVEN TO REFUSAL AT 19 FEET AND IS ENCASED IN A 4-INCH IRON PIPE
 NJ0364'PROJECTING 1 INCH.  SECTION 29, T90N, R1E.
 NJ0364
 NJ0364                          STATION RECOVERY (2001)
 NJ0364
 NJ0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0364'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0252 ***********************************************************************
 NJ0252  DESIGNATION -  W 178
 NJ0252  PID         -  NJ0252
 NJ0252  STATE/COUNTY-  IA/DUBUQUE
 NJ0252  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0252
 NJ0252                         *CURRENT SURVEY CONTROL
 NJ0252  ___________________________________________________________________
 NJ0252* NAD 83(1986)-  42 25 50.     (N)    090 41 13.     (W)     SCALED    
 NJ0252* NAVD 88     -       220.188  (meters)     722.40   (feet)  ADJUSTED  
 NJ0252  ___________________________________________________________________
 NJ0252  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 NJ0252  DYNAMIC HT  -         220.117 (meters)     722.17  (feet)  COMP
 NJ0252  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 NJ0252
 NJ0252  VERT ORDER  -  FIRST     CLASS I
 NJ0252
 NJ0252.The horizontal coordinates were scaled from a topographic map and have
 NJ0252.an estimated accuracy of +/- 6 seconds.
 NJ0252
 NJ0252.The orthometric height was determined by differential leveling
 NJ0252.and adjusted by the National Geodetic Survey in June 1991..
 NJ0252
 NJ0252.The geoid height was determined by GEOID03.
 NJ0252
 NJ0252.The dynamic height is computed by dividing the NAVD 88
 NJ0252.geopotential number by the normal gravity value computed on the
 NJ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0252.degrees latitude (g = 980.6199 gals.).
 NJ0252
 NJ0252.The modeled gravity was interpolated from observed gravity values.
 NJ0252
 NJ0252;                    North         East    Units  Estimated Accuracy
 NJ0252;SPC IA N     - 1,107,210.    1,731,430.      MT  (+/- 180 meters Scaled)
 NJ0252
 NJ0252                          SUPERSEDED SURVEY CONTROL
 NJ0252
 NJ0252  NGVD 29 (??/??/92)  220.237  (m)          722.56   (f) ADJ UNCH    1 1
 NJ0252
 NJ0252.Superseded values are not recommended for survey control.
 NJ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0252.See file dsdata.txt to determine how the superseded data were derived.
 NJ0252
 NJ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH902001(NAD 83)
 NJ0252_MARKER: DB = BENCH MARK DISK
 NJ0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0252_SP_SET: CULVERT
 NJ0252_STAMPING: W 178 1970
 NJ0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0252+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2006
 NJ0252
 NJ0252  HISTORY     - Date     Condition        Report By
 NJ0252  HISTORY     - 1970     MONUMENTED       NGS
 NJ0252  HISTORY     - 20060730 GOOD             GEOCAC
 NJ0252
 NJ0252                          STATION DESCRIPTION
 NJ0252
 NJ0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0252'5.2 MI S FROM DUBUQUE.
 NJ0252'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0252'AT DUBUQUE, THENCE 2.4 MILES SOUTH ALONG U.S. HIGHWAYS 52, 61
 NJ0252'AND 151, THENCE 2.3 MILES SOUTH ALONG U.S. HIGHWAY 61, 0.9 MILE
 NJ0252'NORTH OF A HIGHWAY OVERPASS, 48 FEET EAST OF THE CENTER LINE OF
 NJ0252'THE NORTHBOUND TRAFFIC LANE OF THE HIGHWAY, SET IN THE TOP OF
 NJ0252'THE NORTH END OF THE EAST CONCRETE HEADWALL OF AN 8- X 9-FOOT
 NJ0252'CONCRETE CULVERT, ABOUT MIDWAY BETWEEN TELEPHONE POLE NUMBERS
 NJ0252'3 AND 4, AND ABOUT 9 FEET BELOW THE LEVEL OF THE HIGHWAY.
 NJ0252'SECTION 14, T 88N, R 2E.
 NJ0252
 NJ0252                          STATION RECOVERY (2006)
 NJ0252
 NJ0252'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0252'0.9 MILE NORTH OF INTERSECTION OF HIGHWAYS US 61 AND US 151.  CULVERT
 NJ0252'END IS MARKED WITH AN ORANGE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0454 ***********************************************************************
 NJ0454  DESIGNATION -  W 179
 NJ0454  PID         -  NJ0454
 NJ0454  STATE/COUNTY-  IA/CLAYTON
 NJ0454  USGS QUAD   -  GUTTENBERG (1978)
 NJ0454
 NJ0454                         *CURRENT SURVEY CONTROL
 NJ0454  ___________________________________________________________________
 NJ0454* NAD 83(1986)-  42 47 20.     (N)    091 04 31.     (W)     SCALED    
 NJ0454* NAVD 88     -       185.590  (meters)     608.89   (feet)  ADJUSTED  
 NJ0454  ___________________________________________________________________
 NJ0454  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 NJ0454  DYNAMIC HT  -         185.540 (meters)     608.73  (feet)  COMP
 NJ0454  MODELED GRAV-     980,344.0   (mgal)                       NAVD 88
 NJ0454
 NJ0454  VERT ORDER  -  FIRST     CLASS I
 NJ0454
 NJ0454.The horizontal coordinates were scaled from a topographic map and have
 NJ0454.an estimated accuracy of +/- 6 seconds.
 NJ0454
 NJ0454.The orthometric height was determined by differential leveling
 NJ0454.and adjusted by the National Geodetic Survey in June 1991..
 NJ0454
 NJ0454.The geoid height was determined by GEOID03.
 NJ0454
 NJ0454.The dynamic height is computed by dividing the NAVD 88
 NJ0454.geopotential number by the normal gravity value computed on the
 NJ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0454.degrees latitude (g = 980.6199 gals.).
 NJ0454
 NJ0454.The modeled gravity was interpolated from observed gravity values.
 NJ0454
 NJ0454;                    North         East    Units  Estimated Accuracy
 NJ0454;SPC IA N     - 1,146,010.    1,698,350.      MT  (+/- 180 meters Scaled)
 NJ0454
 NJ0454                          SUPERSEDED SURVEY CONTROL
 NJ0454
 NJ0454  NGVD 29 (??/??/92)  185.637  (m)          609.04   (f) ADJ UNCH    1 1
 NJ0454
 NJ0454.Superseded values are not recommended for survey control.
 NJ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0454.See file dsdata.txt to determine how the superseded data were derived.
 NJ0454
 NJ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH574391(NAD 83)
 NJ0454_MARKER: DB = BENCH MARK DISK
 NJ0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0454_SP_SET: WING WALL
 NJ0454_STAMPING: W 179 1970
 NJ0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0454
 NJ0454  HISTORY     - Date     Condition        Report By
 NJ0454  HISTORY     - 1970     MONUMENTED       NGS
 NJ0454  HISTORY     - 19950503 GOOD             USPSQD
 NJ0454
 NJ0454                          STATION DESCRIPTION
 NJ0454
 NJ0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0454'1.1 MI E FROM GUTTENBERG.
 NJ0454'ABOUT 1.1 MILES EAST ALONG THE SUPER STRUCTURE, PIERS, AND A
 NJ0454'DIRT LEVEE FROM THE CENTRAL CONTROL BUILDING AT LOCK AND
 NJ0454'DAM NUMBER 10 AT GUTTENBERG, AT THE EAST END OF THE LEVEE AND AT
 NJ0454'THE WEST END OF A 1200-FOOT LONG CONCRETE SPILLWAY, SET IN THE
 NJ0454'TOP AND 8.0 FEET NORTHEAST OF THE SOUTHWEST END OF A CONCRETE
 NJ0454'WING WALL, 69 FEET SOUTH OF THE CENTER LINE OF THE LEVEE, 22
 NJ0454'FEET NORTHEAST OF A 15-INCH WILLOW TREE, AND ABOUT 2 FEET BELOW
 NJ0454'THE LEVEL OF THE SPILLWAY.  SECTION 16, T 92N, R 2W.
 NJ0454
 NJ0454                          STATION RECOVERY (1995)
 NJ0454
 NJ0454'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0114 ***********************************************************************
 OP0114  DESIGNATION -  W 18
 OP0114  PID         -  OP0114
 OP0114  STATE/COUNTY-  IA/PALO ALTO
 OP0114  USGS QUAD   -  WHITTEMORE (1980)
 OP0114
 OP0114                         *CURRENT SURVEY CONTROL
 OP0114  ___________________________________________________________________
 OP0114* NAD 83(1986)-  43 04 28.     (N)    094 28 53.     (W)     SCALED    
 OP0114* NAVD 88     -       368.089  (meters)    1207.64   (feet)  ADJUSTED  
 OP0114  ___________________________________________________________________
 OP0114  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 OP0114  DYNAMIC HT  -         367.988 (meters)    1207.31  (feet)  COMP
 OP0114  MODELED GRAV-     980,334.5   (mgal)                       NAVD 88
 OP0114
 OP0114  VERT ORDER  -  SECOND    CLASS 0
 OP0114
 OP0114.The horizontal coordinates were scaled from a topographic map and have
 OP0114.an estimated accuracy of +/- 6 seconds.
 OP0114
 OP0114.The orthometric height was determined by differential leveling
 OP0114.and adjusted by the National Geodetic Survey in June 1991..
 OP0114
 OP0114.The geoid height was determined by GEOID03.
 OP0114
 OP0114.The dynamic height is computed by dividing the NAVD 88
 OP0114.geopotential number by the normal gravity value computed on the
 OP0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0114.degrees latitude (g = 980.6199 gals.).
 OP0114
 OP0114.The modeled gravity was interpolated from observed gravity values.
 OP0114
 OP0114;                    North         East    Units  Estimated Accuracy
 OP0114;SPC IA N     - 1,175,350.    1,420,080.      MT  (+/- 180 meters Scaled)
 OP0114
 OP0114                          SUPERSEDED SURVEY CONTROL
 OP0114
 OP0114  NGVD 29 (??/??/92)  368.024  (m)         1207.43   (f) ADJ UNCH    2 0
 OP0114
 OP0114.Superseded values are not recommended for survey control.
 OP0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0114.See file dsdata.txt to determine how the superseded data were derived.
 OP0114
 OP0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH793701(NAD 83)
 OP0114_MARKER: DR = REFERENCE MARK DISK
 OP0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0114_STAMPING: W 18 1934
 OP0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0114+STABILITY: SURFACE MOTION
 OP0114
 OP0114  HISTORY     - Date     Condition        Report By
 OP0114  HISTORY     - 1934     MONUMENTED       CGS
 OP0114
 OP0114                          STATION DESCRIPTION
 OP0114
 OP0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0114'2.9 MI W FROM WHITTEMORE.
 OP0114'IN PALO ALTO COUNTY, 2.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST.
 OP0114'PAUL AND PACIFIC RAILROAD FROM THE STATION AT WHITTEMORE, KOSSUTH
 OP0114'COUNTY, 66 FEET EAST OF A SECTION ROAD CROSSING, 45 FEET SOUTH OF THE
 OP0114'SOUTH RAIL, 7.5 FEET SOUTH OF THE FIRST POLE EAST OF THE CROSSING, AND
 OP0114'1.8 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED W
 OP0114'18 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 OP0114'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1389 ***********************************************************************
 MJ1389  DESIGNATION -  W 180
 MJ1389  PID         -  MJ1389
 MJ1389  STATE/COUNTY-  IA/HARRISON
 MJ1389  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ1389
 MJ1389                         *CURRENT SURVEY CONTROL
 MJ1389  ___________________________________________________________________
 MJ1389* NAD 83(1986)-  41 33 00.     (N)    095 57 07.     (W)     SCALED    
 MJ1389* NAVD 88     -       307.397  (meters)    1008.52   (feet)  ADJUSTED  
 MJ1389  ___________________________________________________________________
 MJ1389  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 MJ1389  DYNAMIC HT  -         307.255 (meters)    1008.05  (feet)  COMP
 MJ1389  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 MJ1389
 MJ1389  VERT ORDER  -  FIRST     CLASS II
 MJ1389
 MJ1389.The horizontal coordinates were scaled from a topographic map and have
 MJ1389.an estimated accuracy of +/- 6 seconds.
 MJ1389
 MJ1389.The orthometric height was determined by differential leveling
 MJ1389.and adjusted by the National Geodetic Survey in June 1991..
 MJ1389
 MJ1389.The geoid height was determined by GEOID03.
 MJ1389
 MJ1389.The dynamic height is computed by dividing the NAVD 88
 MJ1389.geopotential number by the normal gravity value computed on the
 MJ1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1389.degrees latitude (g = 980.6199 gals.).
 MJ1389
 MJ1389.The modeled gravity was interpolated from observed gravity values.
 MJ1389
 MJ1389;                    North         East    Units  Estimated Accuracy
 MJ1389;SPC IA S     -   175,010.      295,460.      MT  (+/- 180 meters Scaled)
 MJ1389
 MJ1389                          SUPERSEDED SURVEY CONTROL
 MJ1389
 MJ1389.No superseded survey control is available for this station.
 MJ1389
 MJ1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG537040(NAD 83)
 MJ1389_MARKER: I = METAL ROD
 MJ1389_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1389_SP_SET: STAINLESS STEEL ROD
 MJ1389_STAMPING: W 180 1989
 MJ1389_MARK LOGO: NGS   
 MJ1389_PROJECTION: FLUSH
 MJ1389_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1389+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1389_ROD/PIPE-DEPTH: 9.5  meters
 MJ1389
 MJ1389  HISTORY     - Date     Condition        Report By
 MJ1389  HISTORY     - 1989     MONUMENTED       NGS
 MJ1389
 MJ1389                          STATION DESCRIPTION
 MJ1389
 MJ1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1389'2.9 KM (1.80 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH
 MJ1389'INTERSTATE HIGHWAY 29 IN MISSOURI VALLEY, 5.3 M (17.4 FT) SOUTH OF THE
 MJ1389'CENTERLINE OF THE HIGHWAY, 3.5 M (11.5 FT) EAST OF THE SOUTHEAST
 MJ1389'CORNER OF A HIGHWAY BRIDGE, 0.9 M (3.0 FT) SOUTH OF A GUARD RAIL, 0.3
 MJ1389'M (1.0 FT) NORTH OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 MJ1389'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1916 ***********************************************************************
 NM1916  DESIGNATION -  W 181
 NM1916  PID         -  NM1916
 NM1916  STATE/COUNTY-  IA/WOODBURY
 NM1916  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1916
 NM1916                         *CURRENT SURVEY CONTROL
 NM1916  ___________________________________________________________________
 NM1916* NAD 83(1986)-  42 27 27.     (N)    096 22 38.     (W)     SCALED    
 NM1916* NAVD 88     -       335.475  (meters)    1100.64   (feet)  ADJUSTED  
 NM1916  ___________________________________________________________________
 NM1916  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 NM1916  DYNAMIC HT  -         335.367 (meters)    1100.28  (feet)  COMP
 NM1916  MODELED GRAV-     980,289.9   (mgal)                       NAVD 88
 NM1916
 NM1916  VERT ORDER  -  FIRST     CLASS II
 NM1916
 NM1916.The horizontal coordinates were scaled from a topographic map and have
 NM1916.an estimated accuracy of +/- 6 seconds.
 NM1916
 NM1916.The orthometric height was determined by differential leveling
 NM1916.and adjusted by the National Geodetic Survey in June 1991..
 NM1916
 NM1916.The geoid height was determined by GEOID03.
 NM1916
 NM1916.The dynamic height is computed by dividing the NAVD 88
 NM1916.geopotential number by the normal gravity value computed on the
 NM1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1916.degrees latitude (g = 980.6199 gals.).
 NM1916
 NM1916.The modeled gravity was interpolated from observed gravity values.
 NM1916
 NM1916;                    North         East    Units  Estimated Accuracy
 NM1916;SPC IA N     - 1,110,380.    1,263,390.      MT  (+/- 180 meters Scaled)
 NM1916
 NM1916                          SUPERSEDED SURVEY CONTROL
 NM1916
 NM1916.No superseded survey control is available for this station.
 NM1916
 NM1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN156039(NAD 83)
 NM1916_MARKER: I = METAL ROD
 NM1916_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NM1916_SP_SET: STAINLESS STEEL ROD
 NM1916_STAMPING: W 181 1989
 NM1916_MARK LOGO: NGS   
 NM1916_PROJECTION: FLUSH
 NM1916_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1916+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NM1916_ROD/PIPE-DEPTH: 12.2 meters
 NM1916
 NM1916  HISTORY     - Date     Condition        Report By
 NM1916  HISTORY     - 1989     MONUMENTED       NGS
 NM1916
 NM1916                          STATION DESCRIPTION
 NM1916
 NM1916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1916'3.8 KM (2.35 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NM1916'FRON ITS JUNCTION WITH DACE AVENUE IN SIOUX CITY, 51.0 M (167.3 FT)
 NM1916'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 75,
 NM1916'32.3 M (106.0 FT) SOUTH OF THE SOUTHEAST CORNER OF A RAILROAD BRIDGE,
 NM1916'9.3 M (30.5 FT) EAST OF THE NEAR RAIL, 2.1 M (6.9 FT) BELOW THE LEVEL
 NM1916'OF THE TRACKS, 0.9 M (3.0 FT) NORTH OF A UTILITY POLE, AND 0.3 M
 NM1916'(1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 NM1916'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1378 ***********************************************************************
 MJ1378  DESIGNATION -  W 182
 MJ1378  PID         -  MJ1378
 MJ1378  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1378  USGS QUAD   -  COUNCIL BLUFFS NORTH (1994)
 MJ1378
 MJ1378                         *CURRENT SURVEY CONTROL
 MJ1378  ___________________________________________________________________
 MJ1378* NAD 83(1986)-  41 15 48.     (N)    095 51 00.     (W)     SCALED    
 MJ1378* NAVD 88     -       309.740  (meters)    1016.21   (feet)  ADJUSTED  
 MJ1378  ___________________________________________________________________
 MJ1378  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 MJ1378  DYNAMIC HT  -         309.613 (meters)    1015.79  (feet)  COMP
 MJ1378  MODELED GRAV-     980,204.3   (mgal)                       NAVD 88
 MJ1378
 MJ1378  VERT ORDER  -  FIRST     CLASS II
 MJ1378
 MJ1378.The horizontal coordinates were scaled from a topographic map and have
 MJ1378.an estimated accuracy of +/- 6 seconds.
 MJ1378
 MJ1378.The orthometric height was determined by differential leveling
 MJ1378.and adjusted by the National Geodetic Survey in June 1991..
 MJ1378
 MJ1378.The geoid height was determined by GEOID03.
 MJ1378
 MJ1378.The dynamic height is computed by dividing the NAVD 88
 MJ1378.geopotential number by the normal gravity value computed on the
 MJ1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1378.degrees latitude (g = 980.6199 gals.).
 MJ1378
 MJ1378.The modeled gravity was interpolated from observed gravity values.
 MJ1378
 MJ1378;                    North         East    Units  Estimated Accuracy
 MJ1378;SPC IA S     -   142,950.      303,110.      MT  (+/- 180 meters Scaled)
 MJ1378
 MJ1378                          SUPERSEDED SURVEY CONTROL
 MJ1378
 MJ1378.No superseded survey control is available for this station.
 MJ1378
 MJ1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF612719(NAD 83)
 MJ1378_MARKER: DV = VERTICAL CONTROL DISK
 MJ1378_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MJ1378_SP_SET: WALL
 MJ1378_STAMPING: W 182 1989
 MJ1378_MARK LOGO: NGS   
 MJ1378_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MJ1378+STABILITY: POSITION/ELEVATION WELL
 MJ1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1378+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1378
 MJ1378  HISTORY     - Date     Condition        Report By
 MJ1378  HISTORY     - 1989     MONUMENTED       NGS
 MJ1378
 MJ1378                          STATION DESCRIPTION
 MJ1378
 MJ1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1378'IN COUNCIL BLUFFS, AT 207 SCOTT STREET, SET VERTICALLY IN THE WEST
 MJ1378'FACE OF WASHINGTON SCHOOL AT 207 SCOTT STREET, 14.1 M (46.3 FT) EAST
 MJ1378'OF THE CENTER OF THE STREET, 1.4 M (4.6 FT) ABOVE THE GROUND SURFACE,
 MJ1378'AND 0.55 M (1.8 FT) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9188 ***********************************************************************
 AE9188  DESIGNATION -  W 183
 AE9188  PID         -  AE9188
 AE9188  STATE/COUNTY-  IA/JOHNSON
 AE9188  USGS QUAD   -  SWISHER (1994)
 AE9188
 AE9188                         *CURRENT SURVEY CONTROL
 AE9188  ___________________________________________________________________
 AE9188* NAD 83(1986)-  41 46 56.     (N)    091 38 01.     (W)     SCALED    
 AE9188* NAVD 88     -       226.786  (meters)     744.05   (feet)  ADJUSTED  
 AE9188  ___________________________________________________________________
 AE9188  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 AE9188  DYNAMIC HT  -         226.699 (meters)     743.76  (feet)  COMP
 AE9188  MODELED GRAV-     980,234.0   (mgal)                       NAVD 88
 AE9188
 AE9188  VERT ORDER  -  SECOND    CLASS I
 AE9188
 AE9188.The horizontal coordinates were scaled from a topographic map and have
 AE9188.an estimated accuracy of +/- 6 seconds.
 AE9188
 AE9188.The orthometric height was determined by differential leveling
 AE9188.and adjusted by the National Geodetic Survey in July 2002..
 AE9188
 AE9188.The geoid height was determined by GEOID03.
 AE9188
 AE9188.The dynamic height is computed by dividing the NAVD 88
 AE9188.geopotential number by the normal gravity value computed on the
 AE9188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9188.degrees latitude (g = 980.6199 gals.).
 AE9188
 AE9188.The modeled gravity was interpolated from observed gravity values.
 AE9188
 AE9188;                    North         East    Units  Estimated Accuracy
 AE9188;SPC IA S     -   199,580.      655,150.      MT  (+/- 180 meters Scaled)
 AE9188
 AE9188                          SUPERSEDED SURVEY CONTROL
 AE9188
 AE9188.No superseded survey control is available for this station.
 AE9188
 AE9188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG135264(NAD 83)
 AE9188_MARKER: I = METAL ROD
 AE9188_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9188_STAMPING: W 183 1997
 AE9188_MARK LOGO: NGS   
 AE9188_PROJECTION: FLUSH
 AE9188_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9188+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9188_ROD/PIPE-DEPTH: 13.3 meters
 AE9188_SLEEVE-DEPTH  : 0.9 meters
 AE9188
 AE9188  HISTORY     - Date     Condition        Report By
 AE9188  HISTORY     - 1997     MONUMENTED       NGS
 AE9188
 AE9188                          STATION DESCRIPTION
 AE9188
 AE9188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9188'1.3 KM (0.80 MI) NORTHWESTERLY ALONG NORTH DUBUQUE STREET FROM THE
 AE9188'POST OFFICE IN NORTH LIBERTY, THENCE 3.6 KM (2.25 MI) NORTHERLY ALONG
 AE9188'STATE HIGHWAY 965, 37.8 M (124.0 FT) NORTHEAST OF THE HIGHWAY
 AE9188'CENTERLINE, 19.1 M (62.7 FT) NORTHEAST OF AN UNDERGROUND CABLE WARNING
 AE9188'SIGN, 14.0 M (45.9 FT) SOUTHEAST OF A PIPELINE VALVE, 12.1 M (39.7 FT)
 AE9188'NORTHWEST OF THE CENTER OF A ROAD LEADING TO AN AMOCO TANK FARM, 1.0 M
 AE9188'(3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3 FT) SOUTHWEST
 AE9188'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AE9188'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE9188'SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON PROPERTY OWNED
 AE9188'BY AMOCO OIL COMPANY, CEDAR RAPIDS TERMINAL, 2092 HIGHWAY 965
 AE9188'NORTHEAST, NORTH LIBERTY, IA 52317, TELEPHONE NUMBER (319) 626-2461.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0162 ***********************************************************************
 OP0162  DESIGNATION -  W 19
 OP0162  PID         -  OP0162
 OP0162  STATE/COUNTY-  IA/DICKINSON
 OP0162  USGS QUAD   -  SUPERIOR (1972)
 OP0162
 OP0162                         *CURRENT SURVEY CONTROL
 OP0162  ___________________________________________________________________
 OP0162* NAD 83(1986)-  43 25 55.     (N)    094 56 52.     (W)     SCALED    
 OP0162* NAVD 88     -       457.116  (meters)    1499.72   (feet)  ADJUSTED  
 OP0162  ___________________________________________________________________
 OP0162  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 OP0162  DYNAMIC HT  -         456.991 (meters)    1499.31  (feet)  COMP
 OP0162  MODELED GRAV-     980,331.8   (mgal)                       NAVD 88
 OP0162
 OP0162  VERT ORDER  -  SECOND    CLASS 0
 OP0162
 OP0162.The horizontal coordinates were scaled from a topographic map and have
 OP0162.an estimated accuracy of +/- 6 seconds.
 OP0162
 OP0162.The orthometric height was determined by differential leveling
 OP0162.and adjusted by the National Geodetic Survey in June 1991..
 OP0162
 OP0162.The geoid height was determined by GEOID03.
 OP0162
 OP0162.The dynamic height is computed by dividing the NAVD 88
 OP0162.geopotential number by the normal gravity value computed on the
 OP0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0162.degrees latitude (g = 980.6199 gals.).
 OP0162
 OP0162.The modeled gravity was interpolated from observed gravity values.
 OP0162
 OP0162;                    North         East    Units  Estimated Accuracy
 OP0162;SPC IA N     - 1,215,610.    1,382,780.      MT  (+/- 180 meters Scaled)
 OP0162
 OP0162                          SUPERSEDED SURVEY CONTROL
 OP0162
 OP0162  NGVD 29 (??/??/92)  456.980  (m)         1499.28   (f) ADJ UNCH    2 0
 OP0162
 OP0162.Superseded values are not recommended for survey control.
 OP0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0162.See file dsdata.txt to determine how the superseded data were derived.
 OP0162
 OP0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ423106(NAD 83)
 OP0162_MARKER: DB = BENCH MARK DISK
 OP0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0162_STAMPING: W 19 1934
 OP0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0162+STABILITY: SURFACE MOTION
 OP0162
 OP0162  HISTORY     - Date     Condition        Report By
 OP0162  HISTORY     - 1934     MONUMENTED       CGS
 OP0162  HISTORY     - 1970     POOR             USGS
 OP0162
 OP0162                          STATION DESCRIPTION
 OP0162
 OP0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0162'IN SUPERIOR.
 OP0162'AT SUPERIOR, DICKINSON COUNTY, IN THE CHICAGO, ROCK ISLAND AND PACIFIC
 OP0162'RAILWAY PARK, 26.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 OP0162'STATION, 59.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK,
 OP0162'AND 5.3 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE SIDEWALK. A
 OP0162'STANDARD DISK, STAMPED W 19 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0162'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 OP0162
 OP0162                          STATION RECOVERY (1970)
 OP0162
 OP0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OP0162'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0080 ***********************************************************************
 NL0080  DESIGNATION -  W 2
 NL0080  PID         -  NL0080
 NL0080  STATE/COUNTY-  IA/WEBSTER
 NL0080  USGS QUAD   -  FORT DODGE SOUTH (1965)
 NL0080
 NL0080                         *CURRENT SURVEY CONTROL
 NL0080  ___________________________________________________________________
 NL0080* NAD 83(1986)-  42 23 54.     (N)    094 08 13.     (W)     SCALED    
 NL0080* NAVD 88     -       338.848  (meters)    1111.70   (feet)  ADJUSTED  
 NL0080  ___________________________________________________________________
 NL0080  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 NL0080  DYNAMIC HT  -         338.755 (meters)    1111.40  (feet)  COMP
 NL0080  MODELED GRAV-     980,337.0   (mgal)                       NAVD 88
 NL0080
 NL0080  VERT ORDER  -  FIRST     CLASS II
 NL0080
 NL0080.The horizontal coordinates were scaled from a topographic map and have
 NL0080.an estimated accuracy of +/- 6 seconds.
 NL0080
 NL0080.The orthometric height was determined by differential leveling
 NL0080.and adjusted by the National Geodetic Survey in June 1991..
 NL0080
 NL0080.The geoid height was determined by GEOID03.
 NL0080
 NL0080.The dynamic height is computed by dividing the NAVD 88
 NL0080.geopotential number by the normal gravity value computed on the
 NL0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0080.degrees latitude (g = 980.6199 gals.).
 NL0080
 NL0080.The modeled gravity was interpolated from observed gravity values.
 NL0080
 NL0080;                    North         East    Units  Estimated Accuracy
 NL0080;SPC IA N     - 1,099,980.    1,447,560.      MT  (+/- 180 meters Scaled)
 NL0080
 NL0080                          SUPERSEDED SURVEY CONTROL
 NL0080
 NL0080  NGVD 29 (??/??/92)  338.822  (m)         1111.62   (f) ADJ UNCH    1 2
 NL0080
 NL0080.Superseded values are not recommended for survey control.
 NL0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0080.See file dsdata.txt to determine how the superseded data were derived.
 NL0080
 NL0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG064946(NAD 83)
 NL0080_MARKER: DB = BENCH MARK DISK
 NL0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0080_SP_SET: CULVERT
 NL0080_STAMPING: 1111.619 W 2 1930
 NL0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0080
 NL0080  HISTORY     - Date     Condition        Report By
 NL0080  HISTORY     - 1930     MONUMENTED       CGS
 NL0080  HISTORY     - 1934     GOOD             NGS
 NL0080
 NL0080                          STATION DESCRIPTION
 NL0080
 NL0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0080'2.2 MI SE FROM OTHO.
 NL0080'2-1/4 MILES SOUTHEAST ALONG THE ABANDONED MINNEAPOLIS AND ST.
 NL0080'LOUIS RAILROAD FROM OTHO, WEBSTER COUNTY, 25 FEET NORTH OF A
 NL0080'CROSS ROAD, 10 FEET WEST OF THE TRACK, AND IN THE TOP OF A
 NL0080'CULVERT.  A STANDARD DISK, STAMPED 1111.619 W 2 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0571 ***********************************************************************
 OP0571  DESIGNATION -  W 20
 OP0571  PID         -  OP0571
 OP0571  STATE/COUNTY-  IA/OSCEOLA
 OP0571  USGS QUAD   -  SIBLEY EAST (1972)
 OP0571
 OP0571                         *CURRENT SURVEY CONTROL
 OP0571  ___________________________________________________________________
 OP0571* NAD 83(1986)-  43 24 47.     (N)    095 38 38.     (W)     SCALED    
 OP0571* NAVD 88     -       486.193  (meters)    1595.12   (feet)  ADJUSTED  
 OP0571  ___________________________________________________________________
 OP0571  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 OP0571  DYNAMIC HT  -         486.066 (meters)    1594.70  (feet)  COMP
 OP0571  MODELED GRAV-     980,344.3   (mgal)                       NAVD 88
 OP0571
 OP0571  VERT ORDER  -  SECOND    CLASS 0
 OP0571
 OP0571.The horizontal coordinates were scaled from a topographic map and have
 OP0571.an estimated accuracy of +/- 6 seconds.
 OP0571
 OP0571.The orthometric height was determined by differential leveling
 OP0571.and adjusted by the National Geodetic Survey in June 1991..
 OP0571
 OP0571.The geoid height was determined by GEOID03.
 OP0571
 OP0571.The dynamic height is computed by dividing the NAVD 88
 OP0571.geopotential number by the normal gravity value computed on the
 OP0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0571.degrees latitude (g = 980.6199 gals.).
 OP0571
 OP0571.The modeled gravity was interpolated from observed gravity values.
 OP0571
 OP0571;                    North         East    Units  Estimated Accuracy
 OP0571;SPC IA N     - 1,214,710.    1,326,370.      MT  (+/- 180 meters Scaled)
 OP0571
 OP0571                          SUPERSEDED SURVEY CONTROL
 OP0571
 OP0571  NGVD 29 (??/??/92)  486.004  (m)         1594.50   (f) ADJ UNCH    2 0
 OP0571
 OP0571.Superseded values are not recommended for survey control.
 OP0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0571.See file dsdata.txt to determine how the superseded data were derived.
 OP0571
 OP0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ859100(NAD 83)
 OP0571_MARKER: DB = BENCH MARK DISK
 OP0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0571_STAMPING: W 20 1934
 OP0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0571+STABILITY: SURFACE MOTION
 OP0571
 OP0571  HISTORY     - Date     Condition        Report By
 OP0571  HISTORY     - 1934     MONUMENTED       CGS
 OP0571
 OP0571                          STATION DESCRIPTION
 OP0571
 OP0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0571'IN ALLENDORF.
 OP0571'AT ALLENDORF, OSCEOLA COUNTY, 5.7 MILES EAST OF SIBLEY, 140 YARDS WEST
 OP0571'OF MILEPOLE 251+25, 79.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 OP0571'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION, 60 YARDS WEST OF THE
 OP0571'CENTERLINE OF STATE HIGHWAY 73, 58 FEET NORTH OF THE RIGHT-OF-WAY
 OP0571'FENCE, AND 39.3 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK. A
 OP0571'STANDARD DISK, STAMPED W 20 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0571'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0501 ***********************************************************************
 OP0501  DESIGNATION -  W 21
 OP0501  PID         -  OP0501
 OP0501  STATE/COUNTY-  IA/CLAY
 OP0501  USGS QUAD   -  DICKENS (1966)
 OP0501
 OP0501                         *CURRENT SURVEY CONTROL
 OP0501  ___________________________________________________________________
 OP0501* NAD 83(1986)-  43 08 32.     (N)    095 06 40.     (W)     SCALED    
 OP0501* NAVD 88     -       399.427  (meters)    1310.45   (feet)  ADJUSTED  
 OP0501  ___________________________________________________________________
 OP0501  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 OP0501  DYNAMIC HT  -         399.297 (meters)    1310.03  (feet)  COMP
 OP0501  MODELED GRAV-     980,284.6   (mgal)                       NAVD 88
 OP0501
 OP0501  VERT ORDER  -  SECOND    CLASS 0
 OP0501
 OP0501.The horizontal coordinates were scaled from a topographic map and have
 OP0501.an estimated accuracy of +/- 6 seconds.
 OP0501
 OP0501.The orthometric height was determined by differential leveling
 OP0501.and adjusted by the National Geodetic Survey in June 1991..
 OP0501
 OP0501.The geoid height was determined by GEOID03.
 OP0501
 OP0501.The dynamic height is computed by dividing the NAVD 88
 OP0501.geopotential number by the normal gravity value computed on the
 OP0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0501.degrees latitude (g = 980.6199 gals.).
 OP0501
 OP0501.The modeled gravity was interpolated from observed gravity values.
 OP0501
 OP0501;                    North         East    Units  Estimated Accuracy
 OP0501;SPC IA N     - 1,183,670.    1,368,940.      MT  (+/- 180 meters Scaled)
 OP0501
 OP0501                          SUPERSEDED SURVEY CONTROL
 OP0501
 OP0501  NGVD 29 (??/??/92)  399.288  (m)         1310.00   (f) ADJ UNCH    2 0
 OP0501
 OP0501.Superseded values are not recommended for survey control.
 OP0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0501.See file dsdata.txt to determine how the superseded data were derived.
 OP0501
 OP0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH283787(NAD 83)
 OP0501_MARKER: DB = BENCH MARK DISK
 OP0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0501_STAMPING: W 21 1934
 OP0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0501+STABILITY: SURFACE MOTION
 OP0501
 OP0501  HISTORY     - Date     Condition        Report By
 OP0501  HISTORY     - 1934     MONUMENTED       CGS
 OP0501
 OP0501                          STATION DESCRIPTION
 OP0501
 OP0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0501'1.6 MI E FROM SPENCER.
 OP0501'1.6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0501'RAILROAD FROM THE STATION AT SPENCER, CLAY COUNTY, 616 YARDS WEST OF
 OP0501'MILEPOST 156, 70 FEET EAST OF THE CENTERLINE OF A SECTION ROAD, 58
 OP0501'FEET NORTH OF THE NORTH RAIL OF THE SOUTH TRACK, 45.3 FEET NORTH OF
 OP0501'THE NORTH RAIL OF THE NORTH MAIN TRACK, 37.5 FEET EAST OF A FENCE
 OP0501'CORNER, AND 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OP0501'DISK, STAMPED W 21 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0501'PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0246 ***********************************************************************
 NL0246  DESIGNATION -  W 22
 NL0246  PID         -  NL0246
 NL0246  STATE/COUNTY-  IA/POCAHONTAS
 NL0246  USGS QUAD   -  FONDA (1979)
 NL0246
 NL0246                         *CURRENT SURVEY CONTROL
 NL0246  ___________________________________________________________________
 NL0246* NAD 83(1986)-  42 35 12.     (N)    094 51 09.     (W)     SCALED    
 NL0246* NAVD 88     -       373.543  (meters)    1225.53   (feet)  ADJUSTED  
 NL0246  ___________________________________________________________________
 NL0246  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 NL0246  DYNAMIC HT  -         373.417 (meters)    1225.12  (feet)  COMP
 NL0246  MODELED GRAV-     980,275.1   (mgal)                       NAVD 88
 NL0246
 NL0246  VERT ORDER  -  SECOND    CLASS 0
 NL0246
 NL0246.The horizontal coordinates were scaled from a topographic map and have
 NL0246.an estimated accuracy of +/- 6 seconds.
 NL0246
 NL0246.The orthometric height was determined by differential leveling
 NL0246.and adjusted by the National Geodetic Survey in June 1991..
 NL0246
 NL0246.The geoid height was determined by GEOID03.
 NL0246
 NL0246.The dynamic height is computed by dividing the NAVD 88
 NL0246.geopotential number by the normal gravity value computed on the
 NL0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0246.degrees latitude (g = 980.6199 gals.).
 NL0246
 NL0246.The modeled gravity was interpolated from observed gravity values.
 NL0246
 NL0246;                    North         East    Units  Estimated Accuracy
 NL0246;SPC IA N     - 1,121,590.    1,388,990.      MT  (+/- 180 meters Scaled)
 NL0246
 NL0246                          SUPERSEDED SURVEY CONTROL
 NL0246
 NL0246  NGVD 29 (??/??/92)  373.463  (m)         1225.27   (f) ADJ UNCH    2 0
 NL0246
 NL0246.Superseded values are not recommended for survey control.
 NL0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0246.See file dsdata.txt to determine how the superseded data were derived.
 NL0246
 NL0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH479165(NAD 83)
 NL0246_MARKER: DB = BENCH MARK DISK
 NL0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0246_STAMPING: W 22 1934
 NL0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0246+STABILITY: SURFACE MOTION
 NL0246
 NL0246  HISTORY     - Date     Condition        Report By
 NL0246  HISTORY     - 1934     MONUMENTED       CGS
 NL0246  HISTORY     - 1934     GOOD             NGS
 NL0246  HISTORY     - 1982     MARK NOT FOUND   NGS
 NL0246
 NL0246                          STATION DESCRIPTION
 NL0246
 NL0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0246'0.4 MI NW FROM FONDA.
 NL0246'0.4 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0246'PACIFIC RAILROAD FROM THE STATION AT FONDA, 45.4 FEET NORTHEAST
 NL0246'OF THE NORTHEAST RAIL, AND 2.2 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 NL0246'FENCE.  A STANDARD DISK, STAMPED W 22 1934 AND SET IN THE TOP
 NL0246'OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 NL0246
 NL0246                          STATION RECOVERY (1982)
 NL0246
 NL0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NL0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0475 ***********************************************************************
 NL0475  DESIGNATION -  W 24
 NL0475  PID         -  NL0475
 NL0475  STATE/COUNTY-  IA/CHEROKEE
 NL0475  USGS QUAD   -  CLEGHORN (1969)
 NL0475
 NL0475                         *CURRENT SURVEY CONTROL
 NL0475  ___________________________________________________________________
 NL0475* NAD 83(1986)-  42 49 01.     (N)    095 44 34.     (W)     SCALED    
 NL0475* NAVD 88     -       426.806  (meters)    1400.28   (feet)  ADJUSTED  
 NL0475  ___________________________________________________________________
 NL0475  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 NL0475  DYNAMIC HT  -         426.671 (meters)    1399.84  (feet)  COMP
 NL0475  MODELED GRAV-     980,291.1   (mgal)                       NAVD 88
 NL0475
 NL0475  VERT ORDER  -  SECOND    CLASS 0
 NL0475
 NL0475.The horizontal coordinates were scaled from a topographic map and have
 NL0475.an estimated accuracy of +/- 6 seconds.
 NL0475
 NL0475.The orthometric height was determined by differential leveling
 NL0475.and adjusted by the National Geodetic Survey in June 1991..
 NL0475
 NL0475.The geoid height was determined by GEOID03.
 NL0475
 NL0475.The dynamic height is computed by dividing the NAVD 88
 NL0475.geopotential number by the normal gravity value computed on the
 NL0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0475.degrees latitude (g = 980.6199 gals.).
 NL0475
 NL0475.The modeled gravity was interpolated from observed gravity values.
 NL0475
 NL0475;                    North         East    Units  Estimated Accuracy
 NL0475;SPC IA N     - 1,148,720.    1,316,610.      MT  (+/- 180 meters Scaled)
 NL0475
 NL0475                          SUPERSEDED SURVEY CONTROL
 NL0475
 NL0475  NGVD 29 (??/??/92)  426.624  (m)         1399.68   (f) ADJ UNCH    2 0
 NL0475
 NL0475.Superseded values are not recommended for survey control.
 NL0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0475.See file dsdata.txt to determine how the superseded data were derived.
 NL0475
 NL0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH757441(NAD 83)
 NL0475_MARKER: DB = BENCH MARK DISK
 NL0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0475_STAMPING: W 24 1934
 NL0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0475+STABILITY: SURFACE MOTION
 NL0475
 NL0475  HISTORY     - Date     Condition        Report By
 NL0475  HISTORY     - 1934     MONUMENTED       CGS
 NL0475
 NL0475                          STATION DESCRIPTION
 NL0475
 NL0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0475'2.9 MI E FROM MARCUS.
 NL0475'2.9 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0475'STATION AT MARCUS, CHEROKEE COUNTY, 260 YARDS WEST OF A ROAD
 NL0475'CROSSING, 44 FEET NORTH OF THE NORTH RAIL, AND 2.5 FEET SOUTH
 NL0475'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED W 24 1934
 NL0475'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 NL0475'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0509 ***********************************************************************
 NL0509  DESIGNATION -  W 25
 NL0509  PID         -  NL0509
 NL0509  STATE/COUNTY-  IA/CHEROKEE
 NL0509  USGS QUAD   -  CHEROKEE SOUTH (1969)
 NL0509
 NL0509                         *CURRENT SURVEY CONTROL
 NL0509  ___________________________________________________________________
 NL0509* NAD 83(1986)-  42 40 23.     (N)    095 35 01.     (W)     SCALED    
 NL0509* NAVD 88     -       363.000  (meters)    1190.94   (feet)  ADJUSTED  
 NL0509  ___________________________________________________________________
 NL0509  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 NL0509  DYNAMIC HT  -         362.884 (meters)    1190.56  (feet)  COMP
 NL0509  MODELED GRAV-     980,288.9   (mgal)                       NAVD 88
 NL0509
 NL0509  VERT ORDER  -  SECOND    CLASS 0
 NL0509
 NL0509.The horizontal coordinates were scaled from a topographic map and have
 NL0509.an estimated accuracy of +/- 6 seconds.
 NL0509
 NL0509.The orthometric height was determined by differential leveling
 NL0509.and adjusted by the National Geodetic Survey in June 1991..
 NL0509
 NL0509.The geoid height was determined by GEOID03.
 NL0509
 NL0509.The dynamic height is computed by dividing the NAVD 88
 NL0509.geopotential number by the normal gravity value computed on the
 NL0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0509.degrees latitude (g = 980.6199 gals.).
 NL0509
 NL0509.The modeled gravity was interpolated from observed gravity values.
 NL0509
 NL0509;                    North         East    Units  Estimated Accuracy
 NL0509;SPC IA N     - 1,132,400.    1,329,230.      MT  (+/- 180 meters Scaled)
 NL0509
 NL0509                          SUPERSEDED SURVEY CONTROL
 NL0509
 NL0509  NGVD 29 (??/??/92)  362.843  (m)         1190.43   (f) ADJ UNCH    2 0
 NL0509
 NL0509.Superseded values are not recommended for survey control.
 NL0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0509.See file dsdata.txt to determine how the superseded data were derived.
 NL0509
 NL0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH882277(NAD 83)
 NL0509_MARKER: DB = BENCH MARK DISK
 NL0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0509_STAMPING: W 25 1934
 NL0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0509+STABILITY: SURFACE MOTION
 NL0509
 NL0509  HISTORY     - Date     Condition        Report By
 NL0509  HISTORY     - 1934     MONUMENTED       CGS
 NL0509  HISTORY     - 1968     MARK NOT FOUND   NGS
 NL0509
 NL0509                          STATION DESCRIPTION
 NL0509
 NL0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0509'4 MI N FROM QUIMBY.
 NL0509'4 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0509'STATION AT QUIMBY, CHEROKEE COUNTY, 6.1 MILES SOUTH OF THE
 NL0509'STATION AT CHEROKEE, 122 YARDS SOUTH OF MILEPOST OJ 4-0 55, AT A
 NL0509'ROAD CROSSING, 46 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 NL0509'44.7 FEET EAST OF THE EAST RAIL, AND 4.9 FEET NORTHWEST OF A
 NL0509'GATEPOST.  A STANDARD DISK, STAMPED W 25 1934 AND SET IN THE TOP
 NL0509'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NL0509
 NL0509                          STATION RECOVERY (1968)
 NL0509
 NL0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NL0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0590 ***********************************************************************
 OP0590  DESIGNATION -  W 26
 OP0590  PID         -  OP0590
 OP0590  STATE/COUNTY-  IA/O BRIEN
 OP0590  USGS QUAD   -  SHELDON (1964)
 OP0590
 OP0590                         *CURRENT SURVEY CONTROL
 OP0590  ___________________________________________________________________
 OP0590* NAD 83(1986)-  43 10 08.     (N)    095 50 28.     (W)     SCALED    
 OP0590* NAVD 88     -       428.654  (meters)    1406.34   (feet)  ADJUSTED  
 OP0590  ___________________________________________________________________
 OP0590  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 OP0590  DYNAMIC HT  -         428.533 (meters)    1405.95  (feet)  COMP
 OP0590  MODELED GRAV-     980,326.0   (mgal)                       NAVD 88
 OP0590
 OP0590  VERT ORDER  -  SECOND    CLASS 0
 OP0590
 OP0590.The horizontal coordinates were scaled from a topographic map and have
 OP0590.an estimated accuracy of +/- 6 seconds.
 OP0590
 OP0590.The orthometric height was determined by differential leveling
 OP0590.and adjusted by the National Geodetic Survey in June 1991..
 OP0590
 OP0590.The geoid height was determined by GEOID03.
 OP0590
 OP0590.The dynamic height is computed by dividing the NAVD 88
 OP0590.geopotential number by the normal gravity value computed on the
 OP0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0590.degrees latitude (g = 980.6199 gals.).
 OP0590
 OP0590.The modeled gravity was interpolated from observed gravity values.
 OP0590
 OP0590;                    North         East    Units  Estimated Accuracy
 OP0590;SPC IA N     - 1,188,020.    1,309,660.      MT  (+/- 180 meters Scaled)
 OP0590
 OP0590                          SUPERSEDED SURVEY CONTROL
 OP0590
 OP0590  NGVD 29 (??/??/92)  428.466  (m)         1405.73   (f) ADJ UNCH    2 0
 OP0590
 OP0590.Superseded values are not recommended for survey control.
 OP0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0590.See file dsdata.txt to determine how the superseded data were derived.
 OP0590
 OP0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH690834(NAD 83)
 OP0590_MARKER: DB = BENCH MARK DISK
 OP0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0590_STAMPING: W 26 1934
 OP0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0590+STABILITY: SURFACE MOTION
 OP0590
 OP0590  HISTORY     - Date     Condition        Report By
 OP0590  HISTORY     - 1934     MONUMENTED       CGS
 OP0590
 OP0590                          STATION DESCRIPTION
 OP0590
 OP0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0590'0.6 MI SE FROM SHELDON.
 OP0590'0.6 MILE SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 OP0590'STATION AT SHELDON, OBRIEN COUNTY, 0.3 MILE SOUTHEAST OF THE CROSSING
 OP0590'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, AT A ROAD
 OP0590'CROSSING, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 44 FEET
 OP0590'SOUTHWEST OF THE SOUTHWEST RAIL, AND 6.3 FEET SOUTHEAST OF A CORNER
 OP0590'FENCE POST.  A STANDARD DISK, STAMPED W 26 1934 AND SET IN THE TOP OF
 OP0590'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0050 ***********************************************************************
 NL0050  DESIGNATION -  W 27
 NL0050  PID         -  NL0050
 NL0050  STATE/COUNTY-  IA/HUMBOLDT
 NL0050  USGS QUAD   -  HUMBOLDT (1979)
 NL0050
 NL0050                         *CURRENT SURVEY CONTROL
 NL0050  ___________________________________________________________________
 NL0050* NAD 83(1986)-  42 42 26.     (N)    094 11 05.     (W)     SCALED    
 NL0050* NAVD 88     -       330.544  (meters)    1084.46   (feet)  ADJUSTED  
 NL0050  ___________________________________________________________________
 NL0050  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 NL0050  DYNAMIC HT  -         330.431 (meters)    1084.09  (feet)  COMP
 NL0050  MODELED GRAV-     980,269.2   (mgal)                       NAVD 88
 NL0050
 NL0050  VERT ORDER  -  SECOND    CLASS 0
 NL0050
 NL0050.The horizontal coordinates were scaled from a topographic map and have
 NL0050.an estimated accuracy of +/- 6 seconds.
 NL0050
 NL0050.The orthometric height was determined by differential leveling
 NL0050.and adjusted by the National Geodetic Survey in June 1991..
 NL0050
 NL0050.The geoid height was determined by GEOID03.
 NL0050
 NL0050.The dynamic height is computed by dividing the NAVD 88
 NL0050.geopotential number by the normal gravity value computed on the
 NL0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0050.degrees latitude (g = 980.6199 gals.).
 NL0050
 NL0050.The modeled gravity was interpolated from observed gravity values.
 NL0050
 NL0050;                    North         East    Units  Estimated Accuracy
 NL0050;SPC IA N     - 1,134,320.    1,443,910.      MT  (+/- 180 meters Scaled)
 NL0050
 NL0050                          SUPERSEDED SURVEY CONTROL
 NL0050
 NL0050  NGVD 29 (??/??/92)  330.487  (m)         1084.27   (f) ADJ UNCH    2 0
 NL0050
 NL0050.Superseded values are not recommended for survey control.
 NL0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0050.See file dsdata.txt to determine how the superseded data were derived.
 NL0050
 NL0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH029289(NAD 83)
 NL0050_MARKER: DB = BENCH MARK DISK
 NL0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0050_STAMPING: W 27 1934
 NL0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0050+STABILITY: SURFACE MOTION
 NL0050
 NL0050  HISTORY     - Date     Condition        Report By
 NL0050  HISTORY     - 1934     MONUMENTED       CGS
 NL0050
 NL0050                          STATION DESCRIPTION
 NL0050
 NL0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0050'1.5 MI SE FROM DAKOTA CITY.
 NL0050'1.5 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0050'FROM THE STATION AT DAKOTA CITY, HUMBOLDT COUNTY, OPPOSITE
 NL0050'MILEPOST 114, 35 YARDS NORTH OF CULVERT 2533, AT A FARM-ROAD
 NL0050'CROSSING, 86 FEET NORTH OF THE CENTER LINE OF THE ROAD, 46.4 FEET
 NL0050'WEST OF THE WEST RAIL, AND 1.5 FEET EAST OF THE RIGHT-OF-WAY
 NL0050'FENCE.  A STANDARD DISK, STAMPED W 27 1934 AND SET IN THE TOP
 NL0050'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0182 ***********************************************************************
 NK0182  DESIGNATION -  W 28
 NK0182  PID         -  NK0182
 NK0182  STATE/COUNTY-  IA/FRANKLIN
 NK0182  USGS QUAD   -  DOWS EAST (1979)
 NK0182
 NK0182                         *CURRENT SURVEY CONTROL
 NK0182  ___________________________________________________________________
 NK0182* NAD 83(1986)-  42 44 17.     (N)    093 25 14.     (W)     SCALED    
 NK0182* NAVD 88     -       384.419  (meters)    1261.21   (feet)  ADJUSTED  
 NK0182  ___________________________________________________________________
 NK0182  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 NK0182  DYNAMIC HT  -         384.338 (meters)    1260.95  (feet)  COMP
 NK0182  MODELED GRAV-     980,396.4   (mgal)                       NAVD 88
 NK0182
 NK0182  VERT ORDER  -  SECOND    CLASS 0
 NK0182
 NK0182.The horizontal coordinates were scaled from a topographic map and have
 NK0182.an estimated accuracy of +/- 6 seconds.
 NK0182
 NK0182.The orthometric height was determined by differential leveling
 NK0182.and adjusted by the National Geodetic Survey in June 1991..
 NK0182
 NK0182.The geoid height was determined by GEOID03.
 NK0182
 NK0182.The dynamic height is computed by dividing the NAVD 88
 NK0182.geopotential number by the normal gravity value computed on the
 NK0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0182.degrees latitude (g = 980.6199 gals.).
 NK0182
 NK0182.The modeled gravity was interpolated from observed gravity values.
 NK0182
 NK0182;                    North         East    Units  Estimated Accuracy
 NK0182;SPC IA N     - 1,137,520.    1,506,510.      MT  (+/- 180 meters Scaled)
 NK0182
 NK0182                          SUPERSEDED SURVEY CONTROL
 NK0182
 NK0182  NGVD 29 (??/??/92)  384.422  (m)         1261.22   (f) ADJ UNCH    2 0
 NK0182
 NK0182.Superseded values are not recommended for survey control.
 NK0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0182.See file dsdata.txt to determine how the superseded data were derived.
 NK0182
 NK0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH655318(NAD 83)
 NK0182_MARKER: DB = BENCH MARK DISK
 NK0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0182_STAMPING: W 28 1934
 NK0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0182+STABILITY: SURFACE MOTION
 NK0182
 NK0182  HISTORY     - Date     Condition        Report By
 NK0182  HISTORY     - 1934     MONUMENTED       CGS
 NK0182  HISTORY     - 1981     GOOD             NGS
 NK0182
 NK0182                          STATION DESCRIPTION
 NK0182
 NK0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0182'2.4 MI W FROM COULTER.
 NK0182'2.4 MILES WEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0182'THE STATION AT COULTER, FRANKLIN COUNTY, 137 YARDS WEST OF A
 NK0182'SECTION-ROAD CROSSING, 45.7 FEET SOUTH OF THE SOUTH RAIL, AND 1.7
 NK0182'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 NK0182'W 28 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NK0182'ABOUT 4 INCHES ABOVE GROUND.
 NK0182
 NK0182                          STATION RECOVERY (1981)
 NK0182
 NK0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NK0182'0.6 MILE NORTH ALONG FRANKLIN COUNTY ROAD 525 THENCE 2.55 MILES LEFT
 NK0182'AND WEST ALONG STATE HIGHWAY 3, THENCE 0.5 MILE LEFT AND SOUTH ALONG
 NK0182'A GRADED ROAD TO THE MARK ON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0159 ***********************************************************************
 NK0159  DESIGNATION -  W 29
 NK0159  PID         -  NK0159
 NK0159  STATE/COUNTY-  IA/BUTLER
 NK0159  USGS QUAD   -  CLARKSVILLE (1971)
 NK0159
 NK0159                         *CURRENT SURVEY CONTROL
 NK0159  ___________________________________________________________________
 NK0159* NAD 83(1986)-  42 46 45.     (N)    092 38 00.     (W)     SCALED    
 NK0159* NAVD 88     -       284.561  (meters)     933.60   (feet)  ADJUSTED  
 NK0159  ___________________________________________________________________
 NK0159  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 NK0159  DYNAMIC HT  -         284.465 (meters)     933.28  (feet)  COMP
 NK0159  MODELED GRAV-     980,274.7   (mgal)                       NAVD 88
 NK0159
 NK0159  VERT ORDER  -  SECOND    CLASS 0
 NK0159
 NK0159.The horizontal coordinates were scaled from a topographic map and have
 NK0159.an estimated accuracy of +/- 6 seconds.
 NK0159
 NK0159.The orthometric height was determined by differential leveling
 NK0159.and adjusted by the National Geodetic Survey in June 1991..
 NK0159
 NK0159.The geoid height was determined by GEOID03.
 NK0159
 NK0159.The dynamic height is computed by dividing the NAVD 88
 NK0159.geopotential number by the normal gravity value computed on the
 NK0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0159.degrees latitude (g = 980.6199 gals.).
 NK0159
 NK0159.The modeled gravity was interpolated from observed gravity values.
 NK0159
 NK0159;                    North         East    Units  Estimated Accuracy
 NK0159;SPC IA N     - 1,142,450.    1,570,920.      MT  (+/- 180 meters Scaled)
 NK0159
 NK0159                          SUPERSEDED SURVEY CONTROL
 NK0159
 NK0159  NGVD 29 (??/??/92)  284.553  (m)          933.57   (f) ADJ UNCH    2 0
 NK0159
 NK0159.Superseded values are not recommended for survey control.
 NK0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0159.See file dsdata.txt to determine how the superseded data were derived.
 NK0159
 NK0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH299363(NAD 83)
 NK0159_MARKER: DB = BENCH MARK DISK
 NK0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0159_STAMPING: W 29 1934
 NK0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0159+STABILITY: SURFACE MOTION
 NK0159
 NK0159  HISTORY     - Date     Condition        Report By
 NK0159  HISTORY     - 1934     MONUMENTED       CGS
 NK0159  HISTORY     - 1971     MARK NOT FOUND   USGS
 NK0159
 NK0159                          STATION DESCRIPTION
 NK0159
 NK0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0159'1.6 MI E FROM CLARKSVILLE.
 NK0159'1.6 MILES EAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 NK0159'STATION AT CLARKSVILLE, BUTLER COUNTY, 60 YARDS NORTHEAST OF THE
 NK0159'TWENTY-FIFTH POLE WEST OF MILEPOST 286, 61.0 FEET NORTHWEST OF
 NK0159'A FARM-ROAD CROSSING, 45.7 FEET NORTH OF THE NORTH RAIL, 22.0
 NK0159'FEET WEST OF THE CENTER OF A FARM GATE, AND 1.5 FEET SOUTH OF
 NK0159'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK STAMPED W 29 1934 AND
 NK0159'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 NK0159'GROUND.
 NK0159
 NK0159                          STATION RECOVERY (1971)
 NK0159
 NK0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NK0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0073 ***********************************************************************
 MJ0073  DESIGNATION -  W 3
 MJ0073  PID         -  MJ0073
 MJ0073  STATE/COUNTY-  IA/DALLAS
 MJ0073  USGS QUAD   -  PERRY (1982)
 MJ0073
 MJ0073                         *CURRENT SURVEY CONTROL
 MJ0073  ___________________________________________________________________
 MJ0073* NAD 83(1986)-  41 47 46.     (N)    094 04 02.     (W)     SCALED    
 MJ0073* NAVD 88     -       312.862  (meters)    1026.45   (feet)  ADJUSTED  
 MJ0073  ___________________________________________________________________
 MJ0073  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 MJ0073  DYNAMIC HT  -         312.742 (meters)    1026.05  (feet)  COMP
 MJ0073  MODELED GRAV-     980,228.7   (mgal)                       NAVD 88
 MJ0073
 MJ0073  VERT ORDER  -  FIRST     CLASS II
 MJ0073
 MJ0073.The horizontal coordinates were scaled from a topographic map and have
 MJ0073.an estimated accuracy of +/- 6 seconds.
 MJ0073
 MJ0073.The orthometric height was determined by differential leveling
 MJ0073.and adjusted by the National Geodetic Survey in June 1991..
 MJ0073
 MJ0073.The geoid height was determined by GEOID03.
 MJ0073
 MJ0073.The dynamic height is computed by dividing the NAVD 88
 MJ0073.geopotential number by the normal gravity value computed on the
 MJ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0073.degrees latitude (g = 980.6199 gals.).
 MJ0073
 MJ0073.The modeled gravity was interpolated from observed gravity values.
 MJ0073
 MJ0073;                    North         East    Units  Estimated Accuracy
 MJ0073;SPC IA S     -   199,620.      452,860.      MT  (+/- 180 meters Scaled)
 MJ0073
 MJ0073                          SUPERSEDED SURVEY CONTROL
 MJ0073
 MJ0073  NGVD 29 (??/??/92)  312.819  (m)         1026.31   (f) ADJ UNCH    1 2
 MJ0073
 MJ0073.Superseded values are not recommended for survey control.
 MJ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0073.See file dsdata.txt to determine how the superseded data were derived.
 MJ0073
 MJ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG113276(NAD 83)
 MJ0073_MARKER: DB = BENCH MARK DISK
 MJ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0073_STAMPING: 1026.307 W 3 1930
 MJ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0073+STABILITY: SURFACE MOTION
 MJ0073
 MJ0073  HISTORY     - Date     Condition        Report By
 MJ0073  HISTORY     - 1930     MONUMENTED       CGS
 MJ0073  HISTORY     - 1934     GOOD             NGS
 MJ0073  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0073
 MJ0073                          STATION DESCRIPTION
 MJ0073
 MJ0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MJ0073'2.8 MI SE FROM PERRY.
 MJ0073'ABOUT 2-3/4 MILES SOUTHEAST ALONG THE MINNEAPOLIS AND ST. LOUIS
 MJ0073'RAILROAD FROM PERRY, DALLAS COUNTY, 0.3 MILE NORTHWEST OF
 MJ0073'MILEPOST 280, 10 FEET EAST OF THE EAST FENCE LINE OF A
 MJ0073'NORTH-AND-SOUTH ROAD, AND 37 FEET SOUTHWEST OF THE CENTERLINE
 MJ0073'OF THE TRACK.  A STANDARD DISK, STAMPED 1026.307 W 3 1930 AND SET
 MJ0073'IN THE TOP OF A CONCRETE POST.
 MJ0073
 MJ0073                          STATION RECOVERY (1980)
 MJ0073
 MJ0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0073'THE AREA HAS BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0136 ***********************************************************************
 NK0136  DESIGNATION -  W 30
 NK0136  PID         -  NK0136
 NK0136  STATE/COUNTY-  IA/HARDIN
 NK0136  USGS QUAD   -  STEAMBOAT ROCK (1979)
 NK0136
 NK0136                         *CURRENT SURVEY CONTROL
 NK0136  ___________________________________________________________________
 NK0136* NAD 83(1986)-  42 27 59.     (N)    093 00 11.     (W)     SCALED    
 NK0136* NAVD 88     -       317.174  (meters)    1040.60   (feet)  ADJUSTED  
 NK0136  ___________________________________________________________________
 NK0136  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 NK0136  DYNAMIC HT  -         317.048 (meters)    1040.18  (feet)  COMP
 NK0136  MODELED GRAV-     980,215.3   (mgal)                       NAVD 88
 NK0136
 NK0136  VERT ORDER  -  SECOND    CLASS 0
 NK0136
 NK0136.The horizontal coordinates were scaled from a topographic map and have
 NK0136.an estimated accuracy of +/- 6 seconds.
 NK0136
 NK0136.The orthometric height was determined by differential leveling
 NK0136.and adjusted by the National Geodetic Survey in June 1991..
 NK0136
 NK0136.The geoid height was determined by GEOID03.
 NK0136
 NK0136.The dynamic height is computed by dividing the NAVD 88
 NK0136.geopotential number by the normal gravity value computed on the
 NK0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0136.degrees latitude (g = 980.6199 gals.).
 NK0136
 NK0136.The modeled gravity was interpolated from observed gravity values.
 NK0136
 NK0136;                    North         East    Units  Estimated Accuracy
 NK0136;SPC IA N     - 1,107,460.    1,540,870.      MT  (+/- 180 meters Scaled)
 NK0136
 NK0136                          SUPERSEDED SURVEY CONTROL
 NK0136
 NK0136  NGVD 29 (??/??/92)  317.149  (m)         1040.51   (f) ADJ UNCH    2 0
 NK0136
 NK0136.Superseded values are not recommended for survey control.
 NK0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0136.See file dsdata.txt to determine how the superseded data were derived.
 NK0136
 NK0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH997015(NAD 83)
 NK0136_MARKER: DB = BENCH MARK DISK
 NK0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0136_STAMPING: W 30 1934
 NK0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0136+STABILITY: SURFACE MOTION
 NK0136
 NK0136  HISTORY     - Date     Condition        Report By
 NK0136  HISTORY     - 1934     MONUMENTED       CGS
 NK0136  HISTORY     - 1954     MARK NOT FOUND   NGS
 NK0136  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0136
 NK0136                          STATION DESCRIPTION
 NK0136
 NK0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NK0136'4.2 MI NW FROM WELLSBURG.
 NK0136'IN HARDIN COUNTY, 4.2 MILES NORTHWEST ALONG THE CHICAGO, ROCK
 NK0136'ISLAND AND PACIFIC RAILWAY FROM THE STATION AT WELLSBURG, GRUNDY
 NK0136'COUNTY, 87 FEET NORTH OF A SECTION ROAD CROSSING, 45.7 FEET
 NK0136'NORTHEAST OF THE NORTHEAST RAIL, AND 1.5 FEET SOUTHWEST OF THE
 NK0136'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED W 30 1934 AND SET
 NK0136'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 NK0136'GROUND.
 NK0136
 NK0136                          STATION RECOVERY (1974)
 NK0136
 NK0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0432 ***********************************************************************
 NK0432  DESIGNATION -  W 31
 NK0432  PID         -  NK0432
 NK0432  STATE/COUNTY-  IA/HAMILTON
 NK0432  USGS QUAD   -  WEBSTER CITY (1978)
 NK0432
 NK0432                         *CURRENT SURVEY CONTROL
 NK0432  ___________________________________________________________________
 NK0432* NAD 83(1986)-  42 28 25.     (N)    093 45 03.     (W)     SCALED    
 NK0432* NAVD 88     -       341.555  (meters)    1120.59   (feet)  ADJUSTED  
 NK0432  ___________________________________________________________________
 NK0432  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 NK0432  DYNAMIC HT  -         341.478 (meters)    1120.33  (feet)  COMP
 NK0432  MODELED GRAV-     980,383.3   (mgal)                       NAVD 88
 NK0432
 NK0432  VERT ORDER  -  SECOND    CLASS 0
 NK0432
 NK0432.The horizontal coordinates were scaled from a topographic map and have
 NK0432.an estimated accuracy of +/- 6 seconds.
 NK0432
 NK0432.The orthometric height was determined by differential leveling
 NK0432.and adjusted by the National Geodetic Survey in June 1991..
 NK0432
 NK0432.The geoid height was determined by GEOID03.
 NK0432
 NK0432.The dynamic height is computed by dividing the NAVD 88
 NK0432.geopotential number by the normal gravity value computed on the
 NK0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0432.degrees latitude (g = 980.6199 gals.).
 NK0432
 NK0432.The modeled gravity was interpolated from observed gravity values.
 NK0432
 NK0432;                    North         East    Units  Estimated Accuracy
 NK0432;SPC IA N     - 1,108,180.    1,479,370.      MT  (+/- 180 meters Scaled)
 NK0432
 NK0432                          SUPERSEDED SURVEY CONTROL
 NK0432
 NK0432  NGVD 29 (??/??/92)  341.563  (m)         1120.61   (f) ADJ UNCH    2 0
 NK0432
 NK0432.Superseded values are not recommended for survey control.
 NK0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0432.See file dsdata.txt to determine how the superseded data were derived.
 NK0432
 NK0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH382026(NAD 83)
 NK0432_MARKER: DB = BENCH MARK DISK
 NK0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0432_STAMPING: W 31 1934
 NK0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0432+STABILITY: SURFACE MOTION
 NK0432
 NK0432  HISTORY     - Date     Condition        Report By
 NK0432  HISTORY     - 1934     MONUMENTED       CGS
 NK0432
 NK0432                          STATION DESCRIPTION
 NK0432
 NK0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0432'3.2 MI E FROM WEBSTER CITY.
 NK0432'3.2 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NK0432'STATION AT WEBSTER CITY, 2 POLES EAST OF MILEPOST 352, 47.5 FEET
 NK0432'SOUTH OF THE SOUTH RAIL, AND 2 FEET NORTH OF THE RIGHT-OF-WAY
 NK0432'FENCE.  A STANDARD DISK, STAMPED W 31 1934 AND SET IN THE TOP
 NK0432'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0386 ***********************************************************************
 NK0386  DESIGNATION -  W 32
 NK0386  PID         -  NK0386
 NK0386  STATE/COUNTY-  IA/STORY
 NK0386  USGS QUAD   -  AMES WEST (1975)
 NK0386
 NK0386                         *CURRENT SURVEY CONTROL
 NK0386  ___________________________________________________________________
 NK0386* NAD 83(1986)-  42 01 56.     (N)    093 38 39.     (W)     SCALED    
 NK0386* NAVD 88     -       285.852  (meters)     937.83   (feet)  ADJUSTED  
 NK0386  ___________________________________________________________________
 NK0386  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 NK0386  DYNAMIC HT  -         285.757 (meters)     937.52  (feet)  COMP
 NK0386  MODELED GRAV-     980,280.6   (mgal)                       NAVD 88
 NK0386
 NK0386  VERT ORDER  -  FIRST     CLASS II
 NK0386
 NK0386.The horizontal coordinates were scaled from a topographic map and have
 NK0386.an estimated accuracy of +/- 6 seconds.
 NK0386
 NK0386.The orthometric height was determined by differential leveling
 NK0386.and adjusted by the National Geodetic Survey in June 1991..
 NK0386.WARNING-Repeat measurements at this control monument indicate possible
 NK0386.vertical movement.
 NK0386
 NK0386.The geoid height was determined by GEOID03.
 NK0386
 NK0386.The dynamic height is computed by dividing the NAVD 88
 NK0386.geopotential number by the normal gravity value computed on the
 NK0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0386.degrees latitude (g = 980.6199 gals.).
 NK0386
 NK0386.The modeled gravity was interpolated from observed gravity values.
 NK0386
 NK0386;                    North         East    Units  Estimated Accuracy
 NK0386;SPC IA N     - 1,059,130.    1,488,060.      MT  (+/- 180 meters Scaled)
 NK0386
 NK0386                          SUPERSEDED SURVEY CONTROL
 NK0386
 NK0386  NGVD 29 (??/??/92)  285.817  (m)          937.72   (f) ADJ UNCH    1 2
 NK0386
 NK0386.Superseded values are not recommended for survey control.
 NK0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0386.See file dsdata.txt to determine how the superseded data were derived.
 NK0386
 NK0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG466535(NAD 83)
 NK0386_MARKER: DB = BENCH MARK DISK
 NK0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0386_SP_SET: BRIDGE
 NK0386_STAMPING: W 32 1934
 NK0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0386
 NK0386  HISTORY     - Date     Condition        Report By
 NK0386  HISTORY     - 1934     MONUMENTED       CGS
 NK0386
 NK0386                          STATION DESCRIPTION
 NK0386
 NK0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0386'1.2 MI S FROM AMES.
 NK0386'1.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0386'THE STATION AT AMES, STORY COUNTY, NORTH OF IOWA STATE
 NK0386'AGRICULTURAL COLLEGE, AT OVERHEAD BRIDGE 566-1/2, IN THE TOP OF
 NK0386'THE NORTH END OF THE EAST CONCRETE ABUTMENT, 4.2 FEET NORTH OF
 NK0386'THE NORTH RAIL OF THE NORTH TRACK, AND 0.9 FOOT WEST OF THE EAST
 NK0386'SIDE OF THE ABUTMENT.  A STANDARD DISK, STAMPED W 32 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0271 ***********************************************************************
 NK0271  DESIGNATION -  W 33
 NK0271  PID         -  NK0271
 NK0271  STATE/COUNTY-  IA/STORY
 NK0271  USGS QUAD   -  NEVADA (1975)
 NK0271
 NK0271                         *CURRENT SURVEY CONTROL
 NK0271  ___________________________________________________________________
 NK0271* NAD 83(1986)-  42 00 33.     (N)    093 27 39.     (W)     SCALED    
 NK0271* NAVD 88     -       299.546  (meters)     982.76   (feet)  ADJUSTED  
 NK0271  ___________________________________________________________________
 NK0271  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 NK0271  DYNAMIC HT  -         299.433 (meters)     982.39  (feet)  COMP
 NK0271  MODELED GRAV-     980,235.7   (mgal)                       NAVD 88
 NK0271
 NK0271  VERT ORDER  -  SECOND    CLASS 0
 NK0271
 NK0271.The horizontal coordinates were scaled from a topographic map and have
 NK0271.an estimated accuracy of +/- 6 seconds.
 NK0271
 NK0271.The orthometric height was determined by differential leveling
 NK0271.and adjusted by the National Geodetic Survey in June 1991..
 NK0271
 NK0271.The geoid height was determined by GEOID03.
 NK0271
 NK0271.The dynamic height is computed by dividing the NAVD 88
 NK0271.geopotential number by the normal gravity value computed on the
 NK0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0271.degrees latitude (g = 980.6199 gals.).
 NK0271
 NK0271.The modeled gravity was interpolated from observed gravity values.
 NK0271
 NK0271;                    North         East    Units  Estimated Accuracy
 NK0271;SPC IA N     - 1,056,560.    1,503,250.      MT  (+/- 180 meters Scaled)
 NK0271
 NK0271                          SUPERSEDED SURVEY CONTROL
 NK0271
 NK0271  NGVD 29 (??/??/92)  299.545  (m)          982.76   (f) ADJ UNCH    2 0
 NK0271
 NK0271.Superseded values are not recommended for survey control.
 NK0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0271.See file dsdata.txt to determine how the superseded data were derived.
 NK0271
 NK0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG618508(NAD 83)
 NK0271_MARKER: DB = BENCH MARK DISK
 NK0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0271_STAMPING: W 33 1934
 NK0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0271+STABILITY: SURFACE MOTION
 NK0271
 NK0271  HISTORY     - Date     Condition        Report By
 NK0271  HISTORY     - 1934     MONUMENTED       CGS
 NK0271  HISTORY     - 1934     GOOD             NGS
 NK0271
 NK0271                          STATION DESCRIPTION
 NK0271
 NK0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0271'0.7 MI SW FROM NEVADA.
 NK0271'0.7 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0271'RAILWAY FROM THE STATION AT NEVADA, STORY COUNTY, 5 POLES
 NK0271'NORTHEAST OF A ROAD CROSSING, 19.8 FEET SOUTHEAST OF AN EAST
 NK0271'GATEPOST, 30.1 FEET NORTHWEST OF THE NORTHWEST RAIL, AND 2.6 FEET
 NK0271'EAST OF A POLE.  A STANDARD DISK, STAMPED W 33 1934 AND SET IN
 NK0271'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 NK0271'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0699 ***********************************************************************
 OO0699  DESIGNATION -  W 34
 OO0699  PID         -  OO0699
 OO0699  STATE/COUNTY-  IA/WINNEBAGO
 OO0699  USGS QUAD   -  FOREST CITY (1972)
 OO0699
 OO0699                         *CURRENT SURVEY CONTROL
 OO0699  ___________________________________________________________________
 OO0699* NAD 83(1986)-  43 15 48.     (N)    093 38 01.     (W)     SCALED    
 OO0699* NAVD 88     -       373.091  (meters)    1224.05   (feet)  ADJUSTED  
 OO0699  ___________________________________________________________________
 OO0699  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 OO0699  DYNAMIC HT  -         372.977 (meters)    1223.68  (feet)  COMP
 OO0699  MODELED GRAV-     980,302.9   (mgal)                       NAVD 88
 OO0699
 OO0699  VERT ORDER  -  SECOND    CLASS 0
 OO0699
 OO0699.The horizontal coordinates were scaled from a topographic map and have
 OO0699.an estimated accuracy of +/- 6 seconds.
 OO0699
 OO0699.The orthometric height was determined by differential leveling
 OO0699.and adjusted by the National Geodetic Survey in June 1991..
 OO0699
 OO0699.The geoid height was determined by GEOID03.
 OO0699
 OO0699.The dynamic height is computed by dividing the NAVD 88
 OO0699.geopotential number by the normal gravity value computed on the
 OO0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0699.degrees latitude (g = 980.6199 gals.).
 OO0699
 OO0699.The modeled gravity was interpolated from observed gravity values.
 OO0699
 OO0699;                    North         East    Units  Estimated Accuracy
 OO0699;SPC IA N     - 1,195,880.    1,489,150.      MT  (+/- 180 meters Scaled)
 OO0699
 OO0699                          SUPERSEDED SURVEY CONTROL
 OO0699
 OO0699  NGVD 29 (??/??/92)  373.051  (m)         1223.92   (f) ADJ UNCH    2 0
 OO0699
 OO0699.Superseded values are not recommended for survey control.
 OO0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0699.See file dsdata.txt to determine how the superseded data were derived.
 OO0699
 OO0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH485902(NAD 83)
 OO0699_MARKER: DB = BENCH MARK DISK
 OO0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0699_STAMPING: W 34 1934
 OO0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0699+STABILITY: SURFACE MOTION
 OO0699
 OO0699  HISTORY     - Date     Condition        Report By
 OO0699  HISTORY     - 1934     MONUMENTED       CGS
 OO0699  HISTORY     - 1970     GOOD             NGS
 OO0699  HISTORY     - 1982     POOR             LOCSUR
 OO0699
 OO0699                          STATION DESCRIPTION
 OO0699
 OO0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0699'IN FOREST CITY.
 OO0699'AT FOREST CITY, ON THE MINNEAPOLIS AND ST. LOUIS RAILWAY, 42 FEET
 OO0699'NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, 0.1 MILE NORTH OF
 OO0699'MILEPOST 153, AT A ROAD CROSSING, 62 FEET SOUTH OF THE CENTERLINE OF
 OO0699'THE ROAD, 36 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND 33 FEET
 OO0699'NORTHWEST OF A POWER POLE.  A STANDARD DISK, STAMPED W 34 1934 AND SET
 OO0699'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND. NOTE--
 OO0699'THE MINNEAPOLIS AND ST. LOUIS RAILWAY HAS BEEN MERGED WITH THE CHICAGO
 OO0699'AND NORTHWESTERN RAILWAY ON NOVEMBER 1960.
 OO0699
 OO0699                          STATION RECOVERY (1970)
 OO0699
 OO0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OO0699'RECOVERED IN GOOD CONDITION.
 OO0699
 OO0699                          STATION RECOVERY (1982)
 OO0699
 OO0699'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 OO0699'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0299 ***********************************************************************
 OO0299  DESIGNATION -  W 35
 OO0299  PID         -  OO0299
 OO0299  STATE/COUNTY-  IA/MITCHELL
 OO0299  USGS QUAD   -  ST ANSGAR (1972)
 OO0299
 OO0299                         *CURRENT SURVEY CONTROL
 OO0299  ___________________________________________________________________
 OO0299* NAD 83(1986)-  43 28 21.     (N)    092 59 19.     (W)     SCALED    
 OO0299* NAVD 88     -       355.930  (meters)    1167.75   (feet)  ADJUSTED  
 OO0299  ___________________________________________________________________
 OO0299  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 OO0299  DYNAMIC HT  -         355.862 (meters)    1167.52  (feet)  COMP
 OO0299  MODELED GRAV-     980,418.7   (mgal)                       NAVD 88
 OO0299
 OO0299  VERT ORDER  -  SECOND    CLASS 0
 OO0299
 OO0299.The horizontal coordinates were scaled from a topographic map and have
 OO0299.an estimated accuracy of +/- 6 seconds.
 OO0299
 OO0299.The orthometric height was determined by differential leveling
 OO0299.and adjusted by the National Geodetic Survey in June 1991..
 OO0299
 OO0299.The geoid height was determined by GEOID03.
 OO0299
 OO0299.The dynamic height is computed by dividing the NAVD 88
 OO0299.geopotential number by the normal gravity value computed on the
 OO0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0299.degrees latitude (g = 980.6199 gals.).
 OO0299
 OO0299.The modeled gravity was interpolated from observed gravity values.
 OO0299
 OO0299;                    North         East    Units  Estimated Accuracy
 OO0299;SPC IA N     - 1,219,240.    1,541,380.      MT  (+/- 180 meters Scaled)
 OO0299
 OO0299                          SUPERSEDED SURVEY CONTROL
 OO0299
 OO0299  NGVD 29 (??/??/92)  355.942  (m)         1167.79   (f) ADJ UNCH    2 0
 OO0299
 OO0299.Superseded values are not recommended for survey control.
 OO0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0299.See file dsdata.txt to determine how the superseded data were derived.
 OO0299
 OO0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ009132(NAD 83)
 OO0299_MARKER: DB = BENCH MARK DISK
 OO0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0299_STAMPING: W 35 1934
 OO0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0299+STABILITY: SURFACE MOTION
 OO0299
 OO0299  HISTORY     - Date     Condition        Report By
 OO0299  HISTORY     - 1934     MONUMENTED       CGS
 OO0299
 OO0299                          STATION DESCRIPTION
 OO0299
 OO0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0299'2.8 MI SW FROM LYLE.
 OO0299'IN MITCHELL COUNTY, IOWA, 2.8 MILES SOUTHWEST ALONG THE CHICAGO GREAT
 OO0299'WESTERN RAILROAD FROM THE STATION AT LYLE, MOWER COUNTY, MINNESOTA, 75
 OO0299'YARDS NORTHEAST OF MILEPOST 32+15, 2.8 MILES SOUTHWEST OF THE
 OO0299'IOWA-MINNESOTA STATE LINE, 49 FEET SOUTHEAST OF THE CENTER OF A
 OO0299'SECTION ROAD CROSSING, 45.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 OO0299'THE MAIN TRACK, 32.3 FEET SOUTH OF A 16-INCH CONCRETE CULVERT, 19 FEET
 OO0299'SOUTHWEST OF A FENCE CORNER, AND 1.5 FEET NORTHWEST OF A RIGHT OF WAY
 OO0299'FENCE.  A STANDARD DISK, STAMPED W 35 1934 AND SET IN THE TOP OF A
 OO0299'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0218 ***********************************************************************
 OO0218  DESIGNATION -  W 36
 OO0218  PID         -  OO0218
 OO0218  STATE/COUNTY-  IA/CHICKASAW
 OO0218  USGS QUAD   -  IONIA (1972)
 OO0218
 OO0218                         *CURRENT SURVEY CONTROL
 OO0218  ___________________________________________________________________
 OO0218* NAD 83(1986)-  43 02 00.     (N)    092 24 56.     (W)     SCALED    
 OO0218* NAVD 88     -       326.431  (meters)    1070.97   (feet)  ADJUSTED  
 OO0218  ___________________________________________________________________
 OO0218  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 OO0218  DYNAMIC HT  -         326.335 (meters)    1070.65  (feet)  COMP
 OO0218  MODELED GRAV-     980,316.8   (mgal)                       NAVD 88
 OO0218
 OO0218  VERT ORDER  -  SECOND    CLASS 0
 OO0218
 OO0218.The horizontal coordinates were scaled from a topographic map and have
 OO0218.an estimated accuracy of +/- 6 seconds.
 OO0218
 OO0218.The orthometric height was determined by differential leveling
 OO0218.and adjusted by the National Geodetic Survey in June 1991..
 OO0218
 OO0218.The geoid height was determined by GEOID03.
 OO0218
 OO0218.The dynamic height is computed by dividing the NAVD 88
 OO0218.geopotential number by the normal gravity value computed on the
 OO0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0218.degrees latitude (g = 980.6199 gals.).
 OO0218
 OO0218.The modeled gravity was interpolated from observed gravity values.
 OO0218
 OO0218;                    North         East    Units  Estimated Accuracy
 OO0218;SPC IA N     - 1,170,890.    1,588,370.      MT  (+/- 180 meters Scaled)
 OO0218
 OO0218                          SUPERSEDED SURVEY CONTROL
 OO0218
 OO0218  NGVD 29 (??/??/92)  326.43   (m)         1071.0    (f) COMPUTED    2 0
 OO0218
 OO0218.Superseded values are not recommended for survey control.
 OO0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0218.See file dsdata.txt to determine how the superseded data were derived.
 OO0218
 OO0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH476646(NAD 83)
 OO0218_MARKER: DB = BENCH MARK DISK
 OO0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0218_SP_SET: STEEL TRESTLE
 OO0218_STAMPING: W-36 -- 1934
 OO0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0218
 OO0218  HISTORY     - Date     Condition        Report By
 OO0218  HISTORY     - 1934     MONUMENTED       CGS
 OO0218  HISTORY     - 1971     MARK NOT FOUND   USGS
 OO0218
 OO0218                          STATION DESCRIPTION
 OO0218
 OO0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0218'2 MI E FROM IONIA.
 OO0218'IS LOCATED 2 MILES EAST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OO0218'PACIFIC DEPOT AT IONIA.  28 YARDS WEST OF BRIDGE R-262.  5 FEET NORTH
 OO0218'OF NORTH RAIL OF TRACK.  2.3 FEET SOUTH OF NORTH END OF CONCRETE WING
 OO0218'WALL.  1.5 FEET EAST OF STEEL WING LEVEL WITH CONCRETE.  STANDARD
 OO0218'TABLET SET IN EAST HEADWALL OF STEEL TRESTLE NO. R-264.
 OO0218
 OO0218                          STATION RECOVERY (1971)
 OO0218
 OO0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OO0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0220 ***********************************************************************
 OO0220  DESIGNATION -  W 36 RESET
 OO0220  PID         -  OO0220
 OO0220  STATE/COUNTY-  IA/CHICKASAW
 OO0220  USGS QUAD   -  IONIA (1972)
 OO0220
 OO0220                         *CURRENT SURVEY CONTROL
 OO0220  ___________________________________________________________________
 OO0220* NAD 83(1986)-  43 02 00.     (N)    092 24 56.     (W)     SCALED    
 OO0220* NAVD 88     -       326.72   (meters)    1071.9    (feet)  RESET     
 OO0220  ___________________________________________________________________
 OO0220  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 OO0220
 OO0220  VERT ORDER  -  THIRD
 OO0220
 OO0220.The horizontal coordinates were scaled from a topographic map and have
 OO0220.an estimated accuracy of +/- 6 seconds.
 OO0220
 OO0220.The orthometric height was computed from unverified reset data.
 OO0220
 OO0220.The geoid height was determined by GEOID03.
 OO0220
 OO0220;                    North         East    Units  Estimated Accuracy
 OO0220;SPC IA N     - 1,170,890.    1,588,370.      MT  (+/- 180 meters Scaled)
 OO0220
 OO0220                          SUPERSEDED SURVEY CONTROL
 OO0220
 OO0220.No superseded survey control is available for this station.
 OO0220
 OO0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH476646(NAD 83)
 OO0220_MARKER: DB = BENCH MARK DISK
 OO0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0220_SP_SET: ABUTMENT
 OO0220_STAMPING: W 36 RESET 1942
 OO0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0220
 OO0220  HISTORY     - Date     Condition        Report By
 OO0220  HISTORY     - 1942     MONUMENTED       CGS
 OO0220
 OO0220                          STATION DESCRIPTION
 OO0220
 OO0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OO0220'2 MI E FROM IONIA.
 OO0220'2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0220'RAILROAD FROM THE STATION AT IONIA, CHICKASAW COUNTY, 28 YARDS WEST OF
 OO0220'BRIDGE R 262, AT STEEL TRESTLE R 264, AT THE EAST ABUTMENT, IN THE TOP
 OO0220'OF THE BACKWALL, 5.3 FEET NORTH OF THE NORTH RAIL, AND 0.7 FOOT SOUTH
 OO0220'OF THE NORTH END OF THE BACKWALL.  A STANDARD DISK, STAMPED W 36 RESET
 OO0220'1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0258 ***********************************************************************
 OO0258  DESIGNATION -  W 39
 OO0258  PID         -  OO0258
 OO0258  STATE/COUNTY-  IA/FLOYD
 OO0258  USGS QUAD   -  BASSETT (1971)
 OO0258
 OO0258                         *CURRENT SURVEY CONTROL
 OO0258  ___________________________________________________________________
 OO0258* NAD 83(1986)-  43 02 40.     (N)    092 36 50.     (W)     SCALED    
 OO0258* NAVD 88     -       317.185  (meters)    1040.63   (feet)  ADJUSTED  
 OO0258  ___________________________________________________________________
 OO0258  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 OO0258  DYNAMIC HT  -         317.087 (meters)    1040.31  (feet)  COMP
 OO0258  MODELED GRAV-     980,301.3   (mgal)                       NAVD 88
 OO0258
 OO0258  VERT ORDER  -  SECOND    CLASS 0
 OO0258
 OO0258.The horizontal coordinates were scaled from a topographic map and have
 OO0258.an estimated accuracy of +/- 6 seconds.
 OO0258
 OO0258.The orthometric height was determined by differential leveling
 OO0258.and adjusted by the National Geodetic Survey in June 1991..
 OO0258
 OO0258.The geoid height was determined by GEOID03.
 OO0258
 OO0258.The dynamic height is computed by dividing the NAVD 88
 OO0258.geopotential number by the normal gravity value computed on the
 OO0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0258.degrees latitude (g = 980.6199 gals.).
 OO0258
 OO0258.The modeled gravity was interpolated from observed gravity values.
 OO0258
 OO0258;                    North         East    Units  Estimated Accuracy
 OO0258;SPC IA N     - 1,171,930.    1,572,200.      MT  (+/- 180 meters Scaled)
 OO0258
 OO0258                          SUPERSEDED SURVEY CONTROL
 OO0258
 OO0258  NGVD 29 (??/??/92)  317.173  (m)         1040.59   (f) ADJ UNCH    2 0
 OO0258
 OO0258.Superseded values are not recommended for survey control.
 OO0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0258.See file dsdata.txt to determine how the superseded data were derived.
 OO0258
 OO0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH314658(NAD 83)
 OO0258_MARKER: DB = BENCH MARK DISK
 OO0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0258_STAMPING: W 39 1934
 OO0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0258+STABILITY: SURFACE MOTION
 OO0258
 OO0258  HISTORY     - Date     Condition        Report By
 OO0258  HISTORY     - 1934     MONUMENTED       CGS
 OO0258  HISTORY     - 1963     GOOD             NGS
 OO0258
 OO0258                          STATION DESCRIPTION
 OO0258
 OO0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0258'4 MI S FROM CHARLES CITY.
 OO0258'4 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 OO0258'CHARLES CITY, FLOYD COUNTY, OPPOSITE MILEPOST CF 38, 45 FEET WEST OF
 OO0258'THE WEST RAIL, AND 1.7 FEET EAST OF THE RIGHT OF WAY FENCE.  A
 OO0258'STANDARD DISK, STAMPED W 39 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0258'PROJECTING 5 INCHES ABOVE GROUND.
 OO0258
 OO0258                          STATION RECOVERY (1963)
 OO0258
 OO0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OO0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0203 ***********************************************************************
 MH0203  DESIGNATION -  W 4
 MH0203  PID         -  MH0203
 MH0203  STATE/COUNTY-  IA/JASPER
 MH0203  USGS QUAD   -  MITCHELLVILLE (1972)
 MH0203
 MH0203                         *CURRENT SURVEY CONTROL
 MH0203  ___________________________________________________________________
 MH0203* NAD 83(1986)-  41 38 18.     (N)    093 18 59.     (W)     SCALED    
 MH0203* NAVD 88     -       287.259  (meters)     942.45   (feet)  ADJUSTED  
 MH0203  ___________________________________________________________________
 MH0203  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 MH0203  DYNAMIC HT  -         287.137 (meters)     942.05  (feet)  COMP
 MH0203  MODELED GRAV-     980,193.5   (mgal)                       NAVD 88
 MH0203
 MH0203  VERT ORDER  -  FIRST     CLASS II
 MH0203
 MH0203.The horizontal coordinates were scaled from a topographic map and have
 MH0203.an estimated accuracy of +/- 6 seconds.
 MH0203
 MH0203.The orthometric height was determined by differential leveling
 MH0203.and adjusted by the National Geodetic Survey in June 1991..
 MH0203
 MH0203.The geoid height was determined by GEOID03.
 MH0203
 MH0203.The dynamic height is computed by dividing the NAVD 88
 MH0203.geopotential number by the normal gravity value computed on the
 MH0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0203.degrees latitude (g = 980.6199 gals.).
 MH0203
 MH0203.The modeled gravity was interpolated from observed gravity values.
 MH0203
 MH0203;                    North         East    Units  Estimated Accuracy
 MH0203;SPC IA S     -   181,960.      515,300.      MT  (+/- 180 meters Scaled)
 MH0203
 MH0203                          SUPERSEDED SURVEY CONTROL
 MH0203
 MH0203  NGVD 29 (??/??/92)  287.216  (m)          942.31   (f) ADJ UNCH    1 2
 MH0203
 MH0203.Superseded values are not recommended for survey control.
 MH0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0203.See file dsdata.txt to determine how the superseded data were derived.
 MH0203
 MH0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG736096(NAD 83)
 MH0203_MARKER: DB = BENCH MARK DISK
 MH0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0203_SP_SET: CULVERT
 MH0203_STAMPING: 942.308 W 4 1930
 MH0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0203
 MH0203  HISTORY     - Date     Condition        Report By
 MH0203  HISTORY     - 1930     MONUMENTED       CGS
 MH0203  HISTORY     - 1934     GOOD             NGS
 MH0203
 MH0203                          STATION DESCRIPTION
 MH0203
 MH0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0203'2.6 MI SE FROM NOBLETON.
 MH0203'IN JASPER COUNTY, 2.6 MILES SOUTHEAST ALONG THE CHICAGO, ROCK
 MH0203'ISLAND AND PACIFIC RAILWAY FROM NOBLETON, POLE COUNTY, 100 YARDS
 MH0203'WEST OF A ROAD CROSSING, AND IN THE TOP OF THE NORTH END OF A
 MH0203'CULVERT.  A STANDARD DISK, STAMPED 942.308 W 4 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0301 ***********************************************************************
 OO0301  DESIGNATION -  W 40
 OO0301  PID         -  OO0301
 OO0301  STATE/COUNTY-  IA/MITCHELL
 OO0301  USGS QUAD   -  OSAGE (1972)
 OO0301
 OO0301                         *CURRENT SURVEY CONTROL
 OO0301  ___________________________________________________________________
 OO0301* NAD 83(1986)-  43 19 07.     (N)    092 47 28.     (W)     SCALED    
 OO0301* NAVD 88     -       356.568  (meters)    1169.84   (feet)  ADJUSTED  
 OO0301  ___________________________________________________________________
 OO0301  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 OO0301  DYNAMIC HT  -         356.470 (meters)    1169.52  (feet)  COMP
 OO0301  MODELED GRAV-     980,333.5   (mgal)                       NAVD 88
 OO0301
 OO0301  VERT ORDER  -  SECOND    CLASS 0
 OO0301
 OO0301.The horizontal coordinates were scaled from a topographic map and have
 OO0301.an estimated accuracy of +/- 6 seconds.
 OO0301
 OO0301.The orthometric height was determined by differential leveling
 OO0301.and adjusted by the National Geodetic Survey in June 1991..
 OO0301
 OO0301.The geoid height was determined by GEOID03.
 OO0301
 OO0301.The dynamic height is computed by dividing the NAVD 88
 OO0301.geopotential number by the normal gravity value computed on the
 OO0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0301.degrees latitude (g = 980.6199 gals.).
 OO0301
 OO0301.The modeled gravity was interpolated from observed gravity values.
 OO0301
 OO0301;                    North         East    Units  Estimated Accuracy
 OO0301;SPC IA N     - 1,202,250.    1,557,500.      MT  (+/- 180 meters Scaled)
 OO0301
 OO0301                          SUPERSEDED SURVEY CONTROL
 OO0301
 OO0301  NGVD 29 (??/??/92)  356.561  (m)         1169.82   (f) ADJ UNCH    2 0
 OO0301
 OO0301.Superseded values are not recommended for survey control.
 OO0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0301.See file dsdata.txt to determine how the superseded data were derived.
 OO0301
 OO0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH169962(NAD 83)
 OO0301_MARKER: DB = BENCH MARK DISK
 OO0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0301_STAMPING: W 40 1934
 OO0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0301+STABILITY: SURFACE MOTION
 OO0301
 OO0301  HISTORY     - Date     Condition        Report By
 OO0301  HISTORY     - 1934     MONUMENTED       CGS
 OO0301  HISTORY     - 1971     MARK NOT FOUND   USGS
 OO0301
 OO0301                          STATION DESCRIPTION
 OO0301
 OO0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0301'2.6 MI NE FROM OSAGE.
 OO0301'2.6 MILES NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0301'STATION AT OSAGE, MITCHELL COUNTY, 280 YARDS NORTHEAST OF MILEPOST
 OO0301'206, 44.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 20
 OO0301'FEET SOUTHWEST OF A FENCE CORNER, AND 48 FEET NORTHWEST OF THE RIGHT
 OO0301'OF WAY FENCE.  A STANDARD DISK, STAMPED W 40 1934 AND SET IN THE TOP
 OO0301'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- RAILROAD
 OO0301'IS ABANDONED RAILS AND TIES ARE REMOVED AND LAND IS NOW CULTIVATION.
 OO0301
 OO0301                          STATION RECOVERY (1971)
 OO0301
 OO0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OO0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0476 ***********************************************************************
 ON0476  DESIGNATION -  W 42
 ON0476  PID         -  ON0476
 ON0476  STATE/COUNTY-  IA/WINNESHIEK
 ON0476  USGS QUAD   -  BURR OAK (1981)
 ON0476
 ON0476                         *CURRENT SURVEY CONTROL
 ON0476  ___________________________________________________________________
 ON0476* NAD 83(1996)-  43 27 17.50762(N)    091 51 53.15873(W)     ADJUSTED  
 ON0476* NAVD 88     -       383.585  (meters)    1258.48   (feet)  ADJUSTED  
 ON0476  ___________________________________________________________________
 ON0476  X           -    -150,910.113 (meters)                     COMP
 ON0476  Y           -  -4,635,143.462 (meters)                     COMP
 ON0476  Z           -   4,364,565.938 (meters)                     COMP
 ON0476  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 ON0476  ELLIP HEIGHT-         353.50  (meters)          (05/06/99) GPS OBS
 ON0476  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 ON0476  DYNAMIC HT  -         383.499 (meters)    1258.20  (feet)  COMP
 ON0476  MODELED GRAV-     980,384.4   (mgal)                       NAVD 88
 ON0476
 ON0476  HORZ ORDER  -  THIRD
 ON0476  VERT ORDER  -  SECOND    CLASS 0
 ON0476  ELLP ORDER  -  FOURTH    CLASS I
 ON0476
 ON0476.The horizontal coordinates were established by GPS observations
 ON0476.and adjusted by the National Geodetic Survey in May 1999..
 ON0476
 ON0476.The orthometric height was determined by differential leveling
 ON0476.and adjusted by the National Geodetic Survey in June 1991..
 ON0476
 ON0476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0476
 ON0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0476
 ON0476.The ellipsoidal height was determined by GPS observations
 ON0476.and is referenced to NAD 83.
 ON0476
 ON0476.The geoid height was determined by GEOID03.
 ON0476
 ON0476.The dynamic height is computed by dividing the NAVD 88
 ON0476.geopotential number by the normal gravity value computed on the
 ON0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0476.degrees latitude (g = 980.6199 gals.).
 ON0476
 ON0476.The modeled gravity was interpolated from observed gravity values.
 ON0476
 ON0476;                    North         East     Units Scale Factor Converg.
 ON0476;SPC IA N     - 1,218,431.067 1,632,347.764   MT  1.00003982   +1 06 29.8
 ON0476;SPC MN S     -   152,799.775   972,814.636   MT  1.00008733   +1 29 47.9
 ON0476;UTM  15      - 4,811,954.453   591,845.879   MT  0.99970376   +0 46 51.1
 ON0476
 ON0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0476!SPC IA N     -   0.99994457  x   1.00003982  =   0.99998439
 ON0476!SPC MN S     -   0.99994457  x   1.00008733  =   1.00003189
 ON0476!UTM  15      -   0.99994457  x   0.99970376  =   0.99964835
 ON0476
 ON0476                          SUPERSEDED SURVEY CONTROL
 ON0476
 ON0476  NAD 83(1996)-  43 27 17.50763(N)    091 51 53.15873(W) AD(       ) 3
 ON0476  ELLIP H (11/21/91)  353.59   (m)                       GP(       ) 4 1
 ON0476  NAD 83(1986)-  43 27 17.49885(N)    091 51 53.15692(W) AD(       ) 3
 ON0476  NGVD 29 (??/??/92)  383.598  (m)         1258.52   (f) ADJ UNCH    2 0
 ON0476
 ON0476.Superseded values are not recommended for survey control.
 ON0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0476.See file dsdata.txt to determine how the superseded data were derived.
 ON0476
 ON0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9184611954(NAD 83)
 ON0476_MARKER: DB = BENCH MARK DISK
 ON0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0476_SP_SET: CONCRETE POST
 ON0476_STAMPING: W 42 1934
 ON0476_MARK LOGO: CGS   
 ON0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0476+STABILITY: SURFACE MOTION
 ON0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0476+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1989
 ON0476
 ON0476  HISTORY     - Date     Condition        Report By
 ON0476  HISTORY     - 1934     MONUMENTED       CGS
 ON0476  HISTORY     - 1973     GOOD             NGS
 ON0476  HISTORY     - 19890825 GOOD             NGS
 ON0476
 ON0476                          STATION DESCRIPTION
 ON0476
 ON0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 ON0476'0.2 MI S FROM BURROAK.
 ON0476'0.15 MILE SOUTH OF BURROAK ALONG U.S. HIGHWAY 52, 48 FEET WEST
 ON0476'OF THE CENTER OF HIGHWAY 52, 36 FEET NORTH OF THE CENTER OF A
 ON0476'GRAVELED DRIVEWAY AND 1 FOOT FROM A METAL WITNESS POST WITH
 ON0476'SIGN ATTACHED AND THE MARK PROJECTS 4 INCHES ABOVE THE GROUND
 ON0476'SURFACE.
 ON0476
 ON0476                          STATION RECOVERY (1989)
 ON0476
 ON0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ON0476'THE STATION IS LOCATED ABOUT 19.0 KM (11.80 MI) NORTH OF DECORAH, AT
 ON0476'THE SOUTHEAST SECTION OF THE BURR OAK COMMUNITY, IN THE SOUTHEAST
 ON0476'CORNER OF THE LAWN AND IN A CIRCULAR ELEVATED FLOWER BED.
 ON0476'OWNERSHIP--MRS. MARLYS RYAN, PO BOX 346, BURR OAK, IA 52131, PHONE
 ON0476'(319) 735-5778.
 ON0476'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 52 AND COUNTY
 ON0476'ROAD A 18, ON THE WEST SIDE OF BURR OAK, GO EAST ON COUNTY ROAD FOR
 ON0476'0.3 KM (0.20 MI) TO THE INTERSECTION OF A PAVED ROAD AT THE CENTER OF
 ON0476'BURR OAK.  TURN RIGHT, SOUTH, ON THE PAVED ROAD FOR 0.25 KM (0.15 MI)
 ON0476'TO THE JUNCTION OF A PAVED ROAD ON THE RIGHT AND THE STATION IN THE
 ON0476'SOUTHEAST CORNER OF THE LAWN.
 ON0476'THE STATION IS A STANDARD CGS BENCHMARK DISK PROJECTING ABOUT 4-INCHES
 ON0476'ABOVE THE FLOWER BED.  LOCATED 18.0 M (59.1 FT) SOUTHEAST OF A WATER
 ON0476'PUMP IN THE LAWN, 14.7 M (48.2 FT) WEST OF THE CENTER OF THE ROAD,
 ON0476'11.2 M (36.7 FT) NORTH OF THE CENTER OF THE ROAD LEADING WEST AND 0.2
 ON0476'M (0.7 FT) SOUTH OF A METAL WITNESS POST.
 ON0476'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0129 ***********************************************************************
 MH0129  DESIGNATION -  W 5
 MH0129  PID         -  MH0129
 MH0129  STATE/COUNTY-  IA/WAPELLO
 MH0129  USGS QUAD   -  CHILLICOTHE (1968)
 MH0129
 MH0129                         *CURRENT SURVEY CONTROL
 MH0129  ___________________________________________________________________
 MH0129* NAD 83(1986)-  41 06 49.     (N)    092 32 39.     (W)     SCALED    
 MH0129* NAVD 88     -       208.618  (meters)     684.44   (feet)  ADJUSTED  
 MH0129  ___________________________________________________________________
 MH0129  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 MH0129  DYNAMIC HT  -         208.526 (meters)     684.14  (feet)  COMP
 MH0129  MODELED GRAV-     980,176.9   (mgal)                       NAVD 88
 MH0129
 MH0129  VERT ORDER  -  FIRST     CLASS II
 MH0129
 MH0129.The horizontal coordinates were scaled from a topographic map and have
 MH0129.an estimated accuracy of +/- 6 seconds.
 MH0129
 MH0129.The orthometric height was determined by differential leveling
 MH0129.and adjusted by the National Geodetic Survey in June 1991..
 MH0129
 MH0129.The geoid height was determined by GEOID03.
 MH0129
 MH0129.The dynamic height is computed by dividing the NAVD 88
 MH0129.geopotential number by the normal gravity value computed on the
 MH0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0129.degrees latitude (g = 980.6199 gals.).
 MH0129
 MH0129.The modeled gravity was interpolated from observed gravity values.
 MH0129
 MH0129;                    North         East    Units  Estimated Accuracy
 MH0129;SPC IA S     -   124,110.      580,280.      MT  (+/- 180 meters Scaled)
 MH0129
 MH0129                          SUPERSEDED SURVEY CONTROL
 MH0129
 MH0129  NGVD 29 (??/??/92)  208.603  (m)          684.39   (f) ADJ UNCH    1 2
 MH0129
 MH0129.Superseded values are not recommended for survey control.
 MH0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0129.See file dsdata.txt to determine how the superseded data were derived.
 MH0129
 MH0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF382514(NAD 83)
 MH0129_MARKER: DB = BENCH MARK DISK
 MH0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0129_SP_SET: BRIDGE
 MH0129_STAMPING: 684.392 W 5 1930
 MH0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0129
 MH0129  HISTORY     - Date     Condition        Report By
 MH0129  HISTORY     - 1930     MONUMENTED       CGS
 MH0129  HISTORY     - 1930     GOOD             NGS
 MH0129  HISTORY     - 1984     GOOD             NGS
 MH0129
 MH0129                          STATION DESCRIPTION
 MH0129
 MH0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 MH0129'2 MI W FROM KIRKVILLE.
 MH0129'2.0 MILES WEST ALONG THE CHICAGO, ROCK ISLANDD AND PACIFIC RAILWAY
 MH0129'FROM KIRKVILLE, WAPELLO COUNTY, 300 FEET SOUTHEAST OF A ROAD
 MH0129'CROSSING AT BRIDGE 858, AND IN THE BRIDGE SEAT AT THE NORTH END
 MH0129'OF THE WEST ABUTMENT.  A STANDARD DISK, STAMPED 684.392 W 5 1930.
 MH0129
 MH0129                          STATION RECOVERY (1984)
 MH0129
 MH0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MH0129'ABOUT 8.69 KM (5.4 MI) SOUTHEAST ALONG STATE HIGHWAY 23, FROM ITS
 MH0129'JUNCTION WITH STATE HIGHWAY 137 AT EODYVILLE, TO THE MARK ON THE
 MH0129'RIGHT, ABOUT 91 M (300 FT) SOUTHEAST FROM A GRADED ROAD, ABOUT 50 M
 MH0129'(165 FT) SOUTHWEST FROM THE HIGHWAY AND IN THE OLD RAILROAD BRIDGE OF
 MH0129'AN ABANDONED GRADE, IN THE GIRDER SEAT OF THE NORTH END OF THE WEST
 MH0129'ABUTMENT. THE PROPERTY OWNER WAS INTERVIEWED AND HE STATED HE HAD NO
 MH0129'PLANS TO REMOVED EITHER THE OLD GRADE OR THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0471 ***********************************************************************
 MG0471  DESIGNATION -  W 6
 MG0471  PID         -  MG0471
 MG0471  STATE/COUNTY-  IA/WASHINGTON
 MG0471  USGS QUAD   -  WASHINGTON (1969)
 MG0471
 MG0471                         *CURRENT SURVEY CONTROL
 MG0471  ___________________________________________________________________
 MG0471* NAD 83(1986)-  41 17 06.     (N)    091 45 00.     (W)     SCALED    
 MG0471* NAVD 88     -       228.536  (meters)     749.79   (feet)  ADJUSTED  
 MG0471  ___________________________________________________________________
 MG0471  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0471  DYNAMIC HT  -         228.438 (meters)     749.47  (feet)  COMP
 MG0471  MODELED GRAV-     980,192.4   (mgal)                       NAVD 88
 MG0471
 MG0471  VERT ORDER  -  FIRST     CLASS II
 MG0471
 MG0471.The horizontal coordinates were scaled from a topographic map and have
 MG0471.an estimated accuracy of +/- 6 seconds.
 MG0471
 MG0471.The orthometric height was determined by differential leveling
 MG0471.and adjusted by the National Geodetic Survey in June 1991..
 MG0471
 MG0471.The geoid height was determined by GEOID03.
 MG0471
 MG0471.The dynamic height is computed by dividing the NAVD 88
 MG0471.geopotential number by the normal gravity value computed on the
 MG0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0471.degrees latitude (g = 980.6199 gals.).
 MG0471
 MG0471.The modeled gravity was interpolated from observed gravity values.
 MG0471
 MG0471;                    North         East    Units  Estimated Accuracy
 MG0471;SPC IA S     -   144,170.      646,580.      MT  (+/- 180 meters Scaled)
 MG0471
 MG0471                          SUPERSEDED SURVEY CONTROL
 MG0471
 MG0471  NGVD 29 (??/??/92)  228.567  (m)          749.89   (f) ADJ UNCH    1 2
 MG0471
 MG0471.Superseded values are not recommended for survey control.
 MG0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0471.See file dsdata.txt to determine how the superseded data were derived.
 MG0471
 MG0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF046711(NAD 83)
 MG0471_MARKER: DB = BENCH MARK DISK
 MG0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0471_STAMPING: 749.890 W 6 1930
 MG0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0471+STABILITY: SURFACE MOTION
 MG0471
 MG0471  HISTORY     - Date     Condition        Report By
 MG0471  HISTORY     - 1930     MONUMENTED       CGS
 MG0471  HISTORY     - 1941     GOOD             NGS
 MG0471
 MG0471                          STATION DESCRIPTION
 MG0471
 MG0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0471'3.5 MI SW FROM WASHINGTON.
 MG0471'3.5 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0471'AND PACIFIC RAILROAD, FROM THE STATION AT WASHINGTON, 2 FEET
 MG0471'WEST OF THE WEST FENCE LINE AND A NORTH-AND-SOUTH HIGHWAY FENCED
 MG0471'40 FEET WIDE, AND 34 FEET NORTHWEST OF THE CENTERLINE OF THE
 MG0471'TRACK.  A STANDARD DISK, STAMPED 749.890 W 6 1930 AND SET IN
 MG0471'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0187 ***********************************************************************
 LE0187  DESIGNATION -  W 7
 LE0187  PID         -  LE0187
 LE0187  STATE/COUNTY-  IA/APPANOOSE
 LE0187  USGS QUAD   -  CENTERVILLE WEST (1979)
 LE0187
 LE0187                         *CURRENT SURVEY CONTROL
 LE0187  ___________________________________________________________________
 LE0187* NAD 83(1986)-  40 38 00.     (N)    092 53 09.     (W)     SCALED    
 LE0187* NAVD 88     -       280.672  (meters)     920.84   (feet)  ADJUSTED  
 LE0187  ___________________________________________________________________
 LE0187  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LE0187  DYNAMIC HT  -         280.532 (meters)     920.38  (feet)  COMP
 LE0187  MODELED GRAV-     980,117.1   (mgal)                       NAVD 88
 LE0187
 LE0187  VERT ORDER  -  FIRST     CLASS II
 LE0187
 LE0187.The horizontal coordinates were scaled from a topographic map and have
 LE0187.an estimated accuracy of +/- 6 seconds.
 LE0187
 LE0187.The orthometric height was determined by differential leveling
 LE0187.and adjusted by the National Geodetic Survey in June 1991..
 LE0187
 LE0187.The geoid height was determined by GEOID03.
 LE0187
 LE0187.The dynamic height is computed by dividing the NAVD 88
 LE0187.geopotential number by the normal gravity value computed on the
 LE0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0187.degrees latitude (g = 980.6199 gals.).
 LE0187
 LE0187.The modeled gravity was interpolated from observed gravity values.
 LE0187
 LE0187;                    North         East    Units  Estimated Accuracy
 LE0187;SPC IA S     -    70,510.      551,960.      MT  (+/- 180 meters Scaled)
 LE0187
 LE0187                          SUPERSEDED SURVEY CONTROL
 LE0187
 LE0187  NGVD 29 (??/??/92)  280.652  (m)          920.77   (f) ADJ UNCH    1 2
 LE0187
 LE0187.Superseded values are not recommended for survey control.
 LE0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0187.See file dsdata.txt to determine how the superseded data were derived.
 LE0187
 LE0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE096980(NAD 83)
 LE0187_MARKER: DB = BENCH MARK DISK
 LE0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0187_STAMPING: 920.641 W 7 1930
 LE0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0187+STABILITY: SURFACE MOTION
 LE0187
 LE0187  HISTORY     - Date     Condition        Report By
 LE0187  HISTORY     - 1930     MONUMENTED       CGS
 LE0187  HISTORY     - 1934     GOOD             NGS
 LE0187
 LE0187                          STATION DESCRIPTION
 LE0187
 LE0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LE0187'2.5 MI W FROM EXLINE.
 LE0187'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0187'RAILROAD FROM EXLINE, APPANOOSE COUNTY, 3/8 MILE WEST OF
 LE0187'MILEPOST 111, NEAR AN OLD ABANDONED COAL MINE, AT A ROAD
 LE0187'CROSSING, 30 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 LE0187'30 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 LE0187'DISK, STAMPED 920.641 W 7 1930 AND SET IN THE TOP OF A
 LE0187'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0345 ***********************************************************************
 MG0345  DESIGNATION -  W 70
 MG0345  PID         -  MG0345
 MG0345  STATE/COUNTY-  IA/CLINTON
 MG0345  USGS QUAD   -  LOST NATION (1980)
 MG0345
 MG0345                         *CURRENT SURVEY CONTROL
 MG0345  ___________________________________________________________________
 MG0345* NAD 83(1986)-  41 53 29.     (N)    090 51 32.     (W)     SCALED    
 MG0345* NAVD 88     -       223.460  (meters)     733.13   (feet)  ADJUSTED  
 MG0345  ___________________________________________________________________
 MG0345  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 MG0345  DYNAMIC HT  -         223.381 (meters)     732.88  (feet)  COMP
 MG0345  MODELED GRAV-     980,264.3   (mgal)                       NAVD 88
 MG0345
 MG0345  VERT ORDER  -  SECOND    CLASS 0
 MG0345
 MG0345.The horizontal coordinates were scaled from a topographic map and have
 MG0345.an estimated accuracy of +/- 6 seconds.
 MG0345
 MG0345.The orthometric height was determined by differential leveling
 MG0345.and adjusted by the National Geodetic Survey in June 1991..
 MG0345
 MG0345.The geoid height was determined by GEOID03.
 MG0345
 MG0345.The dynamic height is computed by dividing the NAVD 88
 MG0345.geopotential number by the normal gravity value computed on the
 MG0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0345.degrees latitude (g = 980.6199 gals.).
 MG0345
 MG0345.The modeled gravity was interpolated from observed gravity values.
 MG0345
 MG0345;                    North         East    Units  Estimated Accuracy
 MG0345;SPC IA S     -   213,370.      719,160.      MT  (+/- 180 meters Scaled)
 MG0345
 MG0345                          SUPERSEDED SURVEY CONTROL
 MG0345
 MG0345  NGVD 29 (??/??/92)  223.50   (m)          733.3    (f) COMPUTED    2 0
 MG0345
 MG0345.Superseded values are not recommended for survey control.
 MG0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0345.See file dsdata.txt to determine how the superseded data were derived.
 MG0345
 MG0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG776399(NAD 83)
 MG0345_MARKER: DB = BENCH MARK DISK
 MG0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0345_SP_SET: CULVERT
 MG0345_STAMPING: W-70 1934
 MG0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0345
 MG0345  HISTORY     - Date     Condition        Report By
 MG0345  HISTORY     - 1934     MONUMENTED       CGS
 MG0345  HISTORY     - 1943     MARK NOT FOUND   NGS
 MG0345  HISTORY     - 19941118 MARK NOT FOUND   USPSQD
 MG0345  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MG0345
 MG0345                          STATION DESCRIPTION
 MG0345
 MG0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0345'0.8 MI S FROM TORONTO.
 MG0345'DEPOT, TORONTO, ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 MG0345'PACIFIC RAILROAD 3 POLES SOUTH OF MILEPOST 35, 45 FEET NORTH
 MG0345'OF WOOD CULVERT H-160 1/2, 50 FEET WEST OF THE CENTER LINE OF
 MG0345'THE TRACK AT 4 FOOT BY 6 FOOT SKEW BOX CULVERT.  SET IN THE
 MG0345'NORTH END OF THE EAST HEADWALL, 1 FOOT ABOVE RAIL LEVEL.
 MG0345
 MG0345                          STATION RECOVERY (1943)
 MG0345
 MG0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 MG0345'MARK NOT FOUND.
 MG0345
 MG0345                          STATION RECOVERY (1994)
 MG0345
 MG0345'RECOVERY NOTE BY US POWER SQUADRON 1994
 MG0345'MARK NOT FOUND.
 MG0345
 MG0345                          STATION RECOVERY (2001)
 MG0345
 MG0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MG0345'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0522 ***********************************************************************
 NJ0522  DESIGNATION -  W 71
 NJ0522  PID         -  NJ0522
 NJ0522  STATE/COUNTY-  IA/DELAWARE
 NJ0522  USGS QUAD   -  HOPKINTON EAST (1966)
 NJ0522
 NJ0522                         *CURRENT SURVEY CONTROL
 NJ0522  ___________________________________________________________________
 NJ0522* NAD 83(1986)-  42 18 12.     (N)    091 12 46.     (W)     SCALED    
 NJ0522* NAVD 88     -       260.016  (meters)     853.07   (feet)  ADJUSTED  
 NJ0522  ___________________________________________________________________
 NJ0522  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 NJ0522  DYNAMIC HT  -         259.928 (meters)     852.78  (feet)  COMP
 NJ0522  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 NJ0522
 NJ0522  VERT ORDER  -  SECOND    CLASS 0
 NJ0522
 NJ0522.The horizontal coordinates were scaled from a topographic map and have
 NJ0522.an estimated accuracy of +/- 6 seconds.
 NJ0522
 NJ0522.The orthometric height was determined by differential leveling
 NJ0522.and adjusted by the National Geodetic Survey in June 1991..
 NJ0522
 NJ0522.The geoid height was determined by GEOID03.
 NJ0522
 NJ0522.The dynamic height is computed by dividing the NAVD 88
 NJ0522.geopotential number by the normal gravity value computed on the
 NJ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0522.degrees latitude (g = 980.6199 gals.).
 NJ0522
 NJ0522.The modeled gravity was interpolated from observed gravity values.
 NJ0522
 NJ0522;                    North         East    Units  Estimated Accuracy
 NJ0522;SPC IA N     - 1,091,780.    1,688,570.      MT  (+/- 180 meters Scaled)
 NJ0522
 NJ0522                          SUPERSEDED SURVEY CONTROL
 NJ0522
 NJ0522  NGVD 29 (??/??/92)  260.045  (m)          853.16   (f) ADJ UNCH    2 0
 NJ0522
 NJ0522.Superseded values are not recommended for survey control.
 NJ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0522.See file dsdata.txt to determine how the superseded data were derived.
 NJ0522
 NJ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG473850(NAD 83)
 NJ0522_MARKER: DB = BENCH MARK DISK
 NJ0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0522_STAMPING: W 71 1934
 NJ0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0522+STABILITY: SURFACE MOTION
 NJ0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0522+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 NJ0522
 NJ0522  HISTORY     - Date     Condition        Report By
 NJ0522  HISTORY     - 1934     MONUMENTED       CGS
 NJ0522  HISTORY     - 20050715 GOOD             GEOCAC
 NJ0522
 NJ0522                          STATION DESCRIPTION
 NJ0522
 NJ0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0522'3.4 MI SE FROM HOPKINTON.
 NJ0522'3.4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0522'PACIFIC RAILROAD FROM THE STATION AT HOPKINTON, DELAWARE COUNTY,
 NJ0522'10 POLES SOUTHEAST OF MILEPOST 30, 60 FEET SOUTHEAST OF WOODEN
 NJ0522'TRESTEL H 374, 51 FEET NORTHEAST OF THE CENTERLINE OF THE
 NJ0522'TRACK, 23 FEET SOUTH OF THE CENTERLINE OF A ROAD, AT A PASTURE
 NJ0522'FENCE CORNER, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A
 NJ0522'STANDARD DISK, STAMPED W 71 1934 AND SET IN THE TOP OF A CONCRETE
 NJ0522'POST.
 NJ0522
 NJ0522                          STATION RECOVERY (2005)
 NJ0522
 NJ0522'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0522'THE RAILROAD HAS BEEN DISMANTLED AND THE RIGHT OF WAY LEVELED.  TO
 NJ0522'REACH THE MARK FROM THE CORNER OF DELAWARE COUNTY 300TH AVENUE AND
 NJ0522'335TH STREET GO WEST 0.22 MILES.  THE MARK IS 25 FEET SOUTH OF THE
 NJ0522'CENTERLINE OF THE ROAD, 3 FEET SOUTHEAST OF THE CORNERPOST OF A FENCE,
 NJ0522'6 FEET SOUTHWEST OF A UTILITY POLE, AND 1 FOOT SOUTH OF A WITNESS
 NJ0522'POST.
 NJ0522' 
 NJ0522'HANDHELD GPS COORDINATES - 42 18 11.7 (N)  091 12 46.3 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0225 ***********************************************************************
 NJ0225  DESIGNATION -  W 72
 NJ0225  PID         -  NJ0225
 NJ0225  STATE/COUNTY-  IA/DUBUQUE
 NJ0225  USGS QUAD   -  EPWORTH (1966)
 NJ0225
 NJ0225                         *CURRENT SURVEY CONTROL
 NJ0225  ___________________________________________________________________
 NJ0225* NAD 83(1986)-  42 28 20.     (N)    090 54 38.     (W)     SCALED    
 NJ0225* NAVD 88     -       245.868  (meters)     806.65   (feet)  ADJUSTED  
 NJ0225  ___________________________________________________________________
 NJ0225  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 NJ0225  DYNAMIC HT  -         245.788 (meters)     806.39  (feet)  COMP
 NJ0225  MODELED GRAV-     980,289.0   (mgal)                       NAVD 88
 NJ0225
 NJ0225  VERT ORDER  -  SECOND    CLASS 0
 NJ0225
 NJ0225.The horizontal coordinates were scaled from a topographic map and have
 NJ0225.an estimated accuracy of +/- 6 seconds.
 NJ0225
 NJ0225.The orthometric height was determined by differential leveling
 NJ0225.and adjusted by the National Geodetic Survey in June 1991..
 NJ0225
 NJ0225.The geoid height was determined by GEOID03.
 NJ0225
 NJ0225.The dynamic height is computed by dividing the NAVD 88
 NJ0225.geopotential number by the normal gravity value computed on the
 NJ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0225.degrees latitude (g = 980.6199 gals.).
 NJ0225
 NJ0225.The modeled gravity was interpolated from observed gravity values.
 NJ0225
 NJ0225;                    North         East    Units  Estimated Accuracy
 NJ0225;SPC IA N     - 1,111,250.    1,712,900.      MT  (+/- 180 meters Scaled)
 NJ0225
 NJ0225                          SUPERSEDED SURVEY CONTROL
 NJ0225
 NJ0225  NGVD 29 (??/??/92)  245.902  (m)          806.76   (f) ADJ UNCH    2 0
 NJ0225
 NJ0225.Superseded values are not recommended for survey control.
 NJ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0225.See file dsdata.txt to determine how the superseded data were derived.
 NJ0225
 NJ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH717043(NAD 83)
 NJ0225_MARKER: DB = BENCH MARK DISK
 NJ0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0225_STAMPING: W 72 1934
 NJ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0225+STABILITY: SURFACE MOTION
 NJ0225
 NJ0225  HISTORY     - Date     Condition        Report By
 NJ0225  HISTORY     - 1934     MONUMENTED       CGS
 NJ0225  HISTORY     - 1964     MARK NOT FOUND   NGS
 NJ0225  HISTORY     - 20060806 POOR             GEOCAC
 NJ0225
 NJ0225                          STATION DESCRIPTION
 NJ0225
 NJ0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0225'1.2 MI NE FROM KIDDER.
 NJ0225'1.2 MILES NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NJ0225'FROM THE STATION AT KIDDER, DUBUQUE COUNTY, 15 POLES SOUTHWEST
 NJ0225'OF MILEPOST 190, AT A PRIVATE ROAD CROSSING, 43 FEET SOUTH OF THE
 NJ0225'CENTERLINE OF THE TRACK, 33 FEET EAST OF THE CENTERLINE OF THE
 NJ0225'ROAD, 12 FEET WEST OF THE CENTER OF A GATE, 3 FEET NORTH OF THE
 NJ0225'RIGHT OF WAY FENCE, AND 5 FEET LOWER THAN THE TRACK.  A STANDARD
 NJ0225'DISK, STAMPED W 72 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NJ0225
 NJ0225                          STATION RECOVERY (1964)
 NJ0225
 NJ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NJ0225'MARK NOT FOUND.
 NJ0225
 NJ0225                          STATION RECOVERY (2006)
 NJ0225
 NJ0225'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0225'RECOVERED IN POOR CONDITION
 NJ0225' 
 NJ0225'RAILROAD IS ABANDONED AND DISMANTLED AND THE RIGHT OF WAY TURNED INTO
 NJ0225'A RECREATIONAL TRAIL. PRIVATE CROSSING HAS BEEN RECONFIGURED AND MARK
 NJ0225'IS NOW ON THE WEST SIDE OF THE CROSSING, 43 FEET SOUTH OF THE
 NJ0225'CENTERLINE OF THE TRAIL. SQUARE CONCRETE POST LEANS MORE THAN 30
 NJ0225'DEGREES.
 NJ0225' 
 NJ0225'HANDHELD COORDINATES - 42 28 19.4 N 090 54 37.4 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0612 ***********************************************************************
 NJ0612  DESIGNATION -  W 73
 NJ0612  PID         -  NJ0612
 NJ0612  STATE/COUNTY-  IA/BUCHANAN
 NJ0612  USGS QUAD   -  LAMONT (1965)
 NJ0612
 NJ0612                         *CURRENT SURVEY CONTROL
 NJ0612  ___________________________________________________________________
 NJ0612* NAD 83(1986)-  42 36 34.     (N)    091 41 12.     (W)     SCALED    
 NJ0612* NAVD 88     -       326.266  (meters)    1070.42   (feet)  ADJUSTED  
 NJ0612  ___________________________________________________________________
 NJ0612  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 NJ0612  DYNAMIC HT  -         326.171 (meters)    1070.11  (feet)  COMP
 NJ0612  MODELED GRAV-     980,322.2   (mgal)                       NAVD 88
 NJ0612
 NJ0612  VERT ORDER  -  SECOND    CLASS 0
 NJ0612
 NJ0612.The horizontal coordinates were scaled from a topographic map and have
 NJ0612.an estimated accuracy of +/- 6 seconds.
 NJ0612
 NJ0612.The orthometric height was determined by differential leveling
 NJ0612.and adjusted by the National Geodetic Survey in June 1991..
 NJ0612
 NJ0612.The geoid height was determined by GEOID03.
 NJ0612
 NJ0612.The dynamic height is computed by dividing the NAVD 88
 NJ0612.geopotential number by the normal gravity value computed on the
 NJ0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0612.degrees latitude (g = 980.6199 gals.).
 NJ0612
 NJ0612.The modeled gravity was interpolated from observed gravity values.
 NJ0612
 NJ0612;                    North         East    Units  Estimated Accuracy
 NJ0612;SPC IA N     - 1,124,830.    1,648,780.      MT  (+/- 180 meters Scaled)
 NJ0612
 NJ0612                          SUPERSEDED SURVEY CONTROL
 NJ0612
 NJ0612  NGVD 29 (??/??/92)  326.295  (m)         1070.52   (f) ADJ UNCH    2 0
 NJ0612
 NJ0612.Superseded values are not recommended for survey control.
 NJ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0612.See file dsdata.txt to determine how the superseded data were derived.
 NJ0612
 NJ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH077182(NAD 83)
 NJ0612_MARKER: DB = BENCH MARK DISK
 NJ0612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0612_SP_SET: CULVERT
 NJ0612_STAMPING: W 73 1934
 NJ0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0612+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 NJ0612
 NJ0612  HISTORY     - Date     Condition        Report By
 NJ0612  HISTORY     - 1934     MONUMENTED       CGS
 NJ0612  HISTORY     - 20020520 GOOD             AERSVC
 NJ0612
 NJ0612                          STATION DESCRIPTION
 NJ0612
 NJ0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0612'2.8 MI NW FROM LAMONT.
 NJ0612'2.8 MILES NORTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NJ0612'THE STATION AT LAMONT, BUCHANAN COUNTY, 31 POLES NORTHWEST OF
 NJ0612'MILEPOST 232, 42 FEET WEST OF THE CENTER OF A PUBLIC ROAD
 NJ0612'CROSSING, AT A TWIN 4- BY 6-FOOT CONCRETE DECK CULVERT, IN THE
 NJ0612'TOP OF THE EAST END OF THE NORTH HEADWALL, 12 FEET NORTH OF
 NJ0612'THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE
 NJ0612'TRACK.  A STANDARD DISK, STAMPED W 73 1934.
 NJ0612
 NJ0612                          STATION RECOVERY (2002)
 NJ0612
 NJ0612'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2002 (KZ)
 NJ0612'42' WEST OF THE CENTERLINE OF UNION ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0625 ***********************************************************************
 NJ0625  DESIGNATION -  W 74
 NJ0625  PID         -  NJ0625
 NJ0625  STATE/COUNTY-  IA/BUCHANAN
 NJ0625  USGS QUAD   -  HAZLETON (1981)
 NJ0625
 NJ0625                         *CURRENT SURVEY CONTROL
 NJ0625  ___________________________________________________________________
 NJ0625* NAD 83(1986)-  42 34 25.     (N)    091 54 25.     (W)     SCALED    
 NJ0625* NAVD 88     -       298.409  (meters)     979.03   (feet)  ADJUSTED  
 NJ0625  ___________________________________________________________________
 NJ0625  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 NJ0625  DYNAMIC HT  -         298.319 (meters)     978.73  (feet)  COMP
 NJ0625  MODELED GRAV-     980,313.2   (mgal)                       NAVD 88
 NJ0625
 NJ0625  VERT ORDER  -  SECOND    CLASS 0
 NJ0625
 NJ0625.The horizontal coordinates were scaled from a topographic map and have
 NJ0625.an estimated accuracy of +/- 6 seconds.
 NJ0625
 NJ0625.The orthometric height was determined by differential leveling
 NJ0625.and adjusted by the National Geodetic Survey in June 1991..
 NJ0625
 NJ0625.The geoid height was determined by GEOID03.
 NJ0625
 NJ0625.The dynamic height is computed by dividing the NAVD 88
 NJ0625.geopotential number by the normal gravity value computed on the
 NJ0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0625.degrees latitude (g = 980.6199 gals.).
 NJ0625
 NJ0625.The modeled gravity was interpolated from observed gravity values.
 NJ0625
 NJ0625;                    North         East    Units  Estimated Accuracy
 NJ0625;SPC IA N     - 1,120,490.    1,630,780.      MT  (+/- 180 meters Scaled)
 NJ0625
 NJ0625                          SUPERSEDED SURVEY CONTROL
 NJ0625
 NJ0625  NGVD 29 (??/??/92)  298.437  (m)          979.12   (f) ADJ UNCH    2 0
 NJ0625
 NJ0625.Superseded values are not recommended for survey control.
 NJ0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0625.See file dsdata.txt to determine how the superseded data were derived.
 NJ0625
 NJ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH897140(NAD 83)
 NJ0625_MARKER: DB = BENCH MARK DISK
 NJ0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0625_STAMPING: W 74 1934
 NJ0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0625+STABILITY: SURFACE MOTION
 NJ0625
 NJ0625  HISTORY     - Date     Condition        Report By
 NJ0625  HISTORY     - 1934     MONUMENTED       CGS
 NJ0625  HISTORY     - 1943     GOOD             NGS
 NJ0625  HISTORY     - 1977     GOOD             USGS
 NJ0625
 NJ0625                          STATION DESCRIPTION
 NJ0625
 NJ0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NJ0625'AT BRYANTBURG.
 NJ0625'AT BRYANTBURG, BUCHANAN COUNTY, 22 FEET NORTH OF A POINT 50
 NJ0625'FEET EAST OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 NJ0625'STATION, 11 POLES NORTH OF MILEPOST 46, AT A ROAD CROSSING, 2
 NJ0625'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 35 FEET EAST OF
 NJ0625'THE CENTERLINE OF THE TRACK, AND ABOUT LEVEL WITH THE TRACK.
 NJ0625'A STANDARD DISK, STAMPED W 74 1934 AND SET IN THE TOP OF A
 NJ0625'CONCRETE POST.
 NJ0625
 NJ0625                          STATION RECOVERY (1977)
 NJ0625
 NJ0625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0625'AT BRYANTBURG, BUCHANAN COUNTY, 0.25 MILES N. AND 630 FT W. OF
 NJ0625'SECTION CORNERS 27, 28, 33 AND 34, 37 FT E. AND 7 FT S. OF CENTERLINE
 NJ0625'OF R.R. AT FLD. RD. XING, 12.3 FT N. AND 13 FT W. OF A FE. COR. AND
 NJ0625'12.3 FT N. AND 260 FT W OF A GRAVEL RD. AT A FE. LINE W. MARK IS IN
 NJ0625'THE SW. CORNER OF A YARD. SET IN THE TOP OF A CONCRETE POST WHICH
 NJ0625'PROJECTS 0.2 FT ABOVE GROUND, A STANDARD DISK STAMPED W-74 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0580 ***********************************************************************
 NJ0580  DESIGNATION -  W 75
 NJ0580  PID         -  NJ0580
 NJ0580  STATE/COUNTY-  IA/LINN
 NJ0580  USGS QUAD   -  CEDAR RAPIDS NORTH (1994)
 NJ0580
 NJ0580                         *CURRENT SURVEY CONTROL
 NJ0580  ___________________________________________________________________
 NJ0580* NAD 83(1986)-  42 03 23.     (N)    091 42 42.     (W)     SCALED    
 NJ0580* NAVD 88     -       240.394  (meters)     788.69   (feet)  ADJUSTED  
 NJ0580  ___________________________________________________________________
 NJ0580  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 NJ0580  DYNAMIC HT  -         240.309 (meters)     788.41  (feet)  COMP
 NJ0580  MODELED GRAV-     980,264.4   (mgal)                       NAVD 88
 NJ0580
 NJ0580  VERT ORDER  -  SECOND    CLASS 0
 NJ0580
 NJ0580.The horizontal coordinates were scaled from a topographic map and have
 NJ0580.an estimated accuracy of +/- 6 seconds.
 NJ0580
 NJ0580.The orthometric height was determined by differential leveling
 NJ0580.and adjusted by the National Geodetic Survey in June 1991..
 NJ0580
 NJ0580.The geoid height was determined by GEOID03.
 NJ0580
 NJ0580.The dynamic height is computed by dividing the NAVD 88
 NJ0580.geopotential number by the normal gravity value computed on the
 NJ0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0580.degrees latitude (g = 980.6199 gals.).
 NJ0580
 NJ0580.The modeled gravity was interpolated from observed gravity values.
 NJ0580
 NJ0580;                    North         East    Units  Estimated Accuracy
 NJ0580;SPC IA N     - 1,063,370.    1,648,020.      MT  (+/- 180 meters Scaled)
 NJ0580
 NJ0580                          SUPERSEDED SURVEY CONTROL
 NJ0580
 NJ0580  NGVD 29 (??/??/92)  240.421  (m)          788.78   (f) ADJ UNCH    2 0
 NJ0580
 NJ0580.Superseded values are not recommended for survey control.
 NJ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0580.See file dsdata.txt to determine how the superseded data were derived.
 NJ0580
 NJ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG066568(NAD 83)
 NJ0580_MARKER: DB = BENCH MARK DISK
 NJ0580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0580_SP_SET: ABUTMENT
 NJ0580_STAMPING: W 75 1934
 NJ0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0580+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2004
 NJ0580
 NJ0580  HISTORY     - Date     Condition        Report By
 NJ0580  HISTORY     - 1934     MONUMENTED       CGS
 NJ0580  HISTORY     - 1966     MARK NOT FOUND   USGS
 NJ0580  HISTORY     - 19940504 MARK NOT FOUND   USPSQD
 NJ0580  HISTORY     - 20040921 GOOD             GEOCAC
 NJ0580
 NJ0580                          STATION DESCRIPTION
 NJ0580
 NJ0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0580'3 MI SE FROM TODDVILLE.
 NJ0580'3.0 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0580'RAILWAY FROM THE STATION AT TODDVILLE, LINN COUNTY, 1 POLE
 NJ0580'NORTHWEST OF MILEPOST 7, AT 45-FOOT STEEL BRIDGE 70, IN THE TOP
 NJ0580'OF THE WEST END OF THE SOUTH STONE ABUTMENT, 14 FEET WEST OF THE
 NJ0580'CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK.  A
 NJ0580'STANDARD DISK, STAMPED W 75 1934.
 NJ0580
 NJ0580                          STATION RECOVERY (1966)
 NJ0580
 NJ0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NJ0580'MARK NOT FOUND.
 NJ0580
 NJ0580                          STATION RECOVERY (1994)
 NJ0580
 NJ0580'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0580'MARK NOT FOUND.
 NJ0580
 NJ0580                          STATION RECOVERY (2004)
 NJ0580
 NJ0580'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 NJ0580'FOUND IN GOOD CONDITION AT HANDHELD COORDINATES N42 03.397 W091
 NJ0580'42.710, SKY MOSTLY OBSCURED. SOME MARRING BUT VERY READABLE. LOCATED
 NJ0580'ONE LEVEL BELOW HIGHEST STONE OF SOUTH ABUTMENT. TRACKS ARE GONE BUT
 NJ0580'VERY DENSE VEGETATION AND DITCH OUTLINE THE RAIL BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0381 ***********************************************************************
 MG0381  DESIGNATION -  W 76
 MG0381  PID         -  MG0381
 MG0381  STATE/COUNTY-  IA/CEDAR
 MG0381  USGS QUAD   -  WEST BRANCH (1965)
 MG0381
 MG0381                         *CURRENT SURVEY CONTROL
 MG0381  ___________________________________________________________________
 MG0381* NAD 83(1986)-  41 39 20.     (N)    091 19 34.     (W)     SCALED    
 MG0381* NAVD 88     -       214.297  (meters)     703.07   (feet)  ADJUSTED  
 MG0381  ___________________________________________________________________
 MG0381  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MG0381  DYNAMIC HT  -         214.215 (meters)     702.80  (feet)  COMP
 MG0381  MODELED GRAV-     980,236.0   (mgal)                       NAVD 88
 MG0381
 MG0381  VERT ORDER  -  SECOND    CLASS 0
 MG0381
 MG0381.The horizontal coordinates were scaled from a topographic map and have
 MG0381.an estimated accuracy of +/- 6 seconds.
 MG0381
 MG0381.The orthometric height was determined by differential leveling
 MG0381.and adjusted by the National Geodetic Survey in June 1991..
 MG0381
 MG0381.The geoid height was determined by GEOID03.
 MG0381
 MG0381.The dynamic height is computed by dividing the NAVD 88
 MG0381.geopotential number by the normal gravity value computed on the
 MG0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0381.degrees latitude (g = 980.6199 gals.).
 MG0381
 MG0381.The modeled gravity was interpolated from observed gravity values.
 MG0381
 MG0381;                    North         East    Units  Estimated Accuracy
 MG0381;SPC IA S     -   186,110.      681,050.      MT  (+/- 180 meters Scaled)
 MG0381
 MG0381                          SUPERSEDED SURVEY CONTROL
 MG0381
 MG0381  NGVD 29 (??/??/92)  214.341  (m)          703.22   (f) ADJ UNCH    2 0
 MG0381
 MG0381.Superseded values are not recommended for survey control.
 MG0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0381.See file dsdata.txt to determine how the superseded data were derived.
 MG0381
 MG0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG393128(NAD 83)
 MG0381_MARKER: DB = BENCH MARK DISK
 MG0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0381_SP_SET: ABUTMENT
 MG0381_STAMPING: W 76 1934
 MG0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0381
 MG0381  HISTORY     - Date     Condition        Report By
 MG0381  HISTORY     - 1934     MONUMENTED       CGS
 MG0381  HISTORY     - 1963     MARK NOT FOUND   USGS
 MG0381  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0381  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0381
 MG0381                          STATION DESCRIPTION
 MG0381
 MG0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0381'1.2 MI NW FROM CENTERDALE.
 MG0381'1.2 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0381'RAILWAY FROM THE STATION AT CENTERDALE, CEDAR COUNTY, 6 POLES
 MG0381'NORTHWEST OF MILEPOST 68, AT 44-FOOT STEEL BRIDGE 682, IN THE TOP
 MG0381'OF THE SOUTHWEST END OF THE BACKWALL OF THE NORTHWEST STONE
 MG0381'ABUTMENT, 10 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 1
 MG0381'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED W 76 1934.
 MG0381
 MG0381                          STATION RECOVERY (1963)
 MG0381
 MG0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MG0381'MARK NOT FOUND.
 MG0381
 MG0381                          STATION RECOVERY (1998)
 MG0381
 MG0381'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0381'MARK NOT FOUND.
 MG0381
 MG0381                          STATION RECOVERY (2000)
 MG0381
 MG0381'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0381'IT IS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0401 ***********************************************************************
 MG0401  DESIGNATION -  W 77
 MG0401  PID         -  MG0401
 MG0401  STATE/COUNTY-  IA/CEDAR
 MG0401  USGS QUAD   -  TIPTON WEST (1965)
 MG0401
 MG0401                         *CURRENT SURVEY CONTROL
 MG0401  ___________________________________________________________________
 MG0401* NAD 83(1986)-  41 46 02.     (N)    091 07 41.     (W)     SCALED    
 MG0401* NAVD 88     -       248.814  (meters)     816.32   (feet)  ADJUSTED  
 MG0401  ___________________________________________________________________
 MG0401  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MG0401  DYNAMIC HT  -         248.722 (meters)     816.02  (feet)  COMP
 MG0401  MODELED GRAV-     980,244.6   (mgal)                       NAVD 88
 MG0401
 MG0401  VERT ORDER  -  SECOND    CLASS 0
 MG0401
 MG0401.The horizontal coordinates were scaled from a topographic map and have
 MG0401.an estimated accuracy of +/- 6 seconds.
 MG0401
 MG0401.The orthometric height was determined by differential leveling
 MG0401.and adjusted by the National Geodetic Survey in June 1991..
 MG0401
 MG0401.The geoid height was determined by GEOID03.
 MG0401
 MG0401.The dynamic height is computed by dividing the NAVD 88
 MG0401.geopotential number by the normal gravity value computed on the
 MG0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0401.degrees latitude (g = 980.6199 gals.).
 MG0401
 MG0401.The modeled gravity was interpolated from observed gravity values.
 MG0401
 MG0401;                    North         East    Units  Estimated Accuracy
 MG0401;SPC IA S     -   198,940.      697,210.      MT  (+/- 180 meters Scaled)
 MG0401
 MG0401                          SUPERSEDED SURVEY CONTROL
 MG0401
 MG0401  NGVD 29 (??/??/92)  248.849  (m)          816.43   (f) ADJ UNCH    2 0
 MG0401
 MG0401.Superseded values are not recommended for survey control.
 MG0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0401.See file dsdata.txt to determine how the superseded data were derived.
 MG0401
 MG0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG555256(NAD 83)
 MG0401_MARKER: DB = BENCH MARK DISK
 MG0401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0401_SP_SET: MONUMENT
 MG0401_STAMPING: W 77 1934
 MG0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0401
 MG0401  HISTORY     - Date     Condition        Report By
 MG0401  HISTORY     - 1934     MONUMENTED       CGS
 MG0401  HISTORY     - 1943     GOOD             NGS
 MG0401  HISTORY     - 19980729 GOOD             USPSQD
 MG0401
 MG0401                          STATION DESCRIPTION
 MG0401
 MG0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MG0401'AT TIPTON.
 MG0401'AT TIPTON, CEDAR COUNTY, IN FRONT OF THE PUBLIC LIBRARY, AT
 MG0401'THE CIVIL WAR MONUMENT, AND IN THE CENTER OF THE WEST SIDE OF
 MG0401'THE SECOND STEP OF THE LIMESTONE BASE.  A STANDARD DISK,
 MG0401'STAMPED W 77 1934.
 MG0401
 MG0401                          STATION RECOVERY (1998)
 MG0401
 MG0401'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0191 ***********************************************************************
 NJ0191  DESIGNATION -  W 78
 NJ0191  PID         -  NJ0191
 NJ0191  STATE/COUNTY-  IA/JACKSON
 NJ0191  USGS QUAD   -  MILES (1980)
 NJ0191
 NJ0191                         *CURRENT SURVEY CONTROL
 NJ0191  ___________________________________________________________________
 NJ0191* NAD 83(1986)-  42 03 05.     (N)    090 20 23.     (W)     SCALED    
 NJ0191* NAVD 88     -       236.159  (meters)     774.80   (feet)  ADJUSTED  
 NJ0191  ___________________________________________________________________
 NJ0191  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 NJ0191  DYNAMIC HT  -         236.076 (meters)     774.53  (feet)  COMP
 NJ0191  MODELED GRAV-     980,265.0   (mgal)                       NAVD 88
 NJ0191
 NJ0191  VERT ORDER  -  SECOND    CLASS 0
 NJ0191
 NJ0191.The horizontal coordinates were scaled from a topographic map and have
 NJ0191.an estimated accuracy of +/- 6 seconds.
 NJ0191
 NJ0191.The orthometric height was determined by differential leveling
 NJ0191.and adjusted by the National Geodetic Survey in June 1991..
 NJ0191
 NJ0191.The geoid height was determined by GEOID03.
 NJ0191
 NJ0191.The dynamic height is computed by dividing the NAVD 88
 NJ0191.geopotential number by the normal gravity value computed on the
 NJ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0191.degrees latitude (g = 980.6199 gals.).
 NJ0191
 NJ0191.The modeled gravity was interpolated from observed gravity values.
 NJ0191
 NJ0191;                    North         East    Units  Estimated Accuracy
 NJ0191;SPC IA N     - 1,066,140.    1,761,560.      MT  (+/- 180 meters Scaled)
 NJ0191
 NJ0191                          SUPERSEDED SURVEY CONTROL
 NJ0191
 NJ0191  NGVD 29 (??/??/92)  236.19   (m)          774.9    (f) COMPUTED    2 0
 NJ0191
 NJ0191.Superseded values are not recommended for survey control.
 NJ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0191.See file dsdata.txt to determine how the superseded data were derived.
 NJ0191
 NJ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG201589(NAD 83)
 NJ0191_MARKER: DB = BENCH MARK DISK
 NJ0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0191_SP_SET: CULVERT
 NJ0191_STAMPING: W-78 1934
 NJ0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0191
 NJ0191  HISTORY     - Date     Condition        Report By
 NJ0191  HISTORY     - 1934     MONUMENTED       CGS
 NJ0191  HISTORY     - 19940924 MARK NOT FOUND   USPSQD
 NJ0191  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0191  HISTORY     - 20050515 MARK NOT FOUND   GEOCAC
 NJ0191
 NJ0191                          STATION DESCRIPTION
 NJ0191
 NJ0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0191'0.4 MI W FROM MILES.
 NJ0191'CITY WATER TANK, MILES, 0.4 MILES WEST OF.  ALONG STATE HIGHWAY
 NJ0191'117, SAVANNA TO MAQUOKETA ROAD.  AT 6 FOOT BY 8 FOOT R C B CULVERT
 NJ0191'AT BOTTOM OF WEST SLOPE AT THE EDGE OF THE TOWN.  SET IN THE
 NJ0191'EAST END OF THE NORTH HEADWALL, 18 FEET NORTH OF THE CENTER LINE
 NJ0191'OF THE ROAD, AT ROAD LEVEL.
 NJ0191
 NJ0191                          STATION RECOVERY (1994)
 NJ0191
 NJ0191'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0191'MARK NOT FOUND.
 NJ0191
 NJ0191                          STATION RECOVERY (2001)
 NJ0191
 NJ0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0191'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0191
 NJ0191                          STATION RECOVERY (2005)
 NJ0191
 NJ0191'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0191'PRESUMED DESTROYED BY HIGHWAY CONSTRUCTION WHEN NJ0192 PLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0192 ***********************************************************************
 NJ0192  DESIGNATION -  W 78 RESET
 NJ0192  PID         -  NJ0192
 NJ0192  STATE/COUNTY-  IA/JACKSON
 NJ0192  USGS QUAD   -  MILES (1980)
 NJ0192
 NJ0192                         *CURRENT SURVEY CONTROL
 NJ0192  ___________________________________________________________________
 NJ0192* NAD 83(1986)-  42 03 04.     (N)    090 20 23.     (W)     SCALED    
 NJ0192* NAVD 88     -       237.44   (meters)     779.0    (feet)  RESET     
 NJ0192  ___________________________________________________________________
 NJ0192  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 NJ0192
 NJ0192  VERT ORDER  -  THIRD
 NJ0192
 NJ0192.The horizontal coordinates were scaled from a topographic map and have
 NJ0192.an estimated accuracy of +/- 6 seconds.
 NJ0192
 NJ0192.The orthometric height was computed from unverified reset data.
 NJ0192.No vertical observational check was made to the station.
 NJ0192
 NJ0192.The geoid height was determined by GEOID03.
 NJ0192
 NJ0192;                    North         East    Units  Estimated Accuracy
 NJ0192;SPC IA N     - 1,066,110.    1,761,560.      MT  (+/- 180 meters Scaled)
 NJ0192
 NJ0192                          SUPERSEDED SURVEY CONTROL
 NJ0192
 NJ0192  NGVD 29 (??/??/??)  237.47   (m)          779.1    (f) RESET       3  
 NJ0192
 NJ0192.Superseded values are not recommended for survey control.
 NJ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0192.See file dsdata.txt to determine how the superseded data were derived.
 NJ0192
 NJ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG201588(NAD 83)
 NJ0192_MARKER: DB = BENCH MARK DISK
 NJ0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0192_SP_SET: CULVERT
 NJ0192_STAMPING: W 78 RESET 1939
 NJ0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0192+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 NJ0192
 NJ0192  HISTORY     - Date     Condition        Report By
 NJ0192  HISTORY     - 1939     MONUMENTED       IAHD
 NJ0192  HISTORY     - 19940924 GOOD             USPSQD
 NJ0192  HISTORY     - 20010331 GOOD             NGS
 NJ0192  HISTORY     - 20050515 GOOD             GEOCAC
 NJ0192
 NJ0192                          STATION DESCRIPTION
 NJ0192
 NJ0192'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1939
 NJ0192'0.4 MI W FROM MILES.
 NJ0192'0.4 MILES WEST ALONG STATE HIGHWAY 64 FROM THE CITY WATER TANK
 NJ0192'AT MILES, JACKSON COUNTY, AT THE EDGE OF TOWN, AT A 12- BY 12-FOOT
 NJ0192'CONCRETE CULVERT (REBUILT IN 1940) AND IN THE TOP OF THE NORTH
 NJ0192'HEADWALL.
 NJ0192
 NJ0192                          STATION RECOVERY (1994)
 NJ0192
 NJ0192'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0192'RECOVERED IN GOOD CONDITION.
 NJ0192
 NJ0192                          STATION RECOVERY (2001)
 NJ0192
 NJ0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0192'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0192
 NJ0192                          STATION RECOVERY (2005)
 NJ0192
 NJ0192'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0192'CULVERT UNDER HWY 64 NEAR INTERSECTION WITH SECTION RD AT WEST EDGE OF
 NJ0192'MILES. HANDHELD COORDINATES N42 02 53.8 W090 19 09.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0537 ***********************************************************************
 NJ0537  DESIGNATION -  W 79
 NJ0537  PID         -  NJ0537
 NJ0537  STATE/COUNTY-  IA/JONES
 NJ0537  USGS QUAD   -  WYOMING WEST (1980)
 NJ0537
 NJ0537                         *CURRENT SURVEY CONTROL
 NJ0537  ___________________________________________________________________
 NJ0537* NAD 83(1986)-  42 06 24.     (N)    091 00 51.     (W)     SCALED    
 NJ0537* NAVD 88     -       279.861  (meters)     918.18   (feet)  ADJUSTED  
 NJ0537  ___________________________________________________________________
 NJ0537  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 NJ0537  DYNAMIC HT  -         279.762 (meters)     917.85  (feet)  COMP
 NJ0537  MODELED GRAV-     980,261.8   (mgal)                       NAVD 88
 NJ0537
 NJ0537  VERT ORDER  -  SECOND    CLASS 0
 NJ0537
 NJ0537.The horizontal coordinates were scaled from a topographic map and have
 NJ0537.an estimated accuracy of +/- 6 seconds.
 NJ0537
 NJ0537.The orthometric height was determined by differential leveling
 NJ0537.and adjusted by the National Geodetic Survey in June 1991..
 NJ0537
 NJ0537.The geoid height was determined by GEOID03.
 NJ0537
 NJ0537.The dynamic height is computed by dividing the NAVD 88
 NJ0537.geopotential number by the normal gravity value computed on the
 NJ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0537.degrees latitude (g = 980.6199 gals.).
 NJ0537
 NJ0537.The modeled gravity was interpolated from observed gravity values.
 NJ0537
 NJ0537;                    North         East    Units  Estimated Accuracy
 NJ0537;SPC IA N     - 1,070,410.    1,705,580.      MT  (+/- 180 meters Scaled)
 NJ0537
 NJ0537                          SUPERSEDED SURVEY CONTROL
 NJ0537
 NJ0537  NGVD 29 (??/??/92)  279.886  (m)          918.26   (f) ADJ UNCH    2 0
 NJ0537
 NJ0537.Superseded values are not recommended for survey control.
 NJ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0537.See file dsdata.txt to determine how the superseded data were derived.
 NJ0537
 NJ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG641635(NAD 83)
 NJ0537_MARKER: DB = BENCH MARK DISK
 NJ0537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0537_SP_SET: LEG FOUNDATION
 NJ0537_STAMPING: W 79 1934
 NJ0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0537
 NJ0537  HISTORY     - Date     Condition        Report By
 NJ0537  HISTORY     - 1934     MONUMENTED       CGS
 NJ0537  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0537  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0537
 NJ0537                          STATION DESCRIPTION
 NJ0537
 NJ0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0537'AT ONSLOW.
 NJ0537'AT ONSLOW, JONES COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY
 NJ0537'150 FEET EAST OF THE STATION, AT THE RAILROAD WATER TANK, AND IN
 NJ0537'THE TOP OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION OF THE
 NJ0537'SOUTHWEST LEG.  A STANDARD DISK, STAMPED W 79 1934.
 NJ0537
 NJ0537                          STATION RECOVERY (1977)
 NJ0537
 NJ0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0537'MARK NOT FOUND.
 NJ0537
 NJ0537                          STATION RECOVERY (1998)
 NJ0537
 NJ0537'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0235 ***********************************************************************
 LF0235  DESIGNATION -  W 8
 LF0235  PID         -  LF0235
 LF0235  STATE/COUNTY-  IA/PAGE
 LF0235  USGS QUAD   -  BINGHAM (1981)
 LF0235
 LF0235                         *CURRENT SURVEY CONTROL
 LF0235  ___________________________________________________________________
 LF0235* NAD 83(1986)-  40 41 00.     (N)    095 15 40.     (W)     SCALED    
 LF0235* NAVD 88     -       352.299  (meters)    1155.83   (feet)  ADJUSTED  
 LF0235  ___________________________________________________________________
 LF0235  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 LF0235  DYNAMIC HT  -         352.111 (meters)    1155.22  (feet)  COMP
 LF0235  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 LF0235
 LF0235  VERT ORDER  -  FIRST     CLASS II
 LF0235
 LF0235.The horizontal coordinates were scaled from a topographic map and have
 LF0235.an estimated accuracy of +/- 6 seconds.
 LF0235
 LF0235.The orthometric height was determined by differential leveling
 LF0235.and adjusted by the National Geodetic Survey in June 1991..
 LF0235
 LF0235.The geoid height was determined by GEOID03.
 LF0235
 LF0235.The dynamic height is computed by dividing the NAVD 88
 LF0235.geopotential number by the normal gravity value computed on the
 LF0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0235.degrees latitude (g = 980.6199 gals.).
 LF0235
 LF0235.The modeled gravity was interpolated from observed gravity values.
 LF0235
 LF0235;                    North         East    Units  Estimated Accuracy
 LF0235;SPC IA S     -    77,390.      351,130.      MT  (+/- 180 meters Scaled)
 LF0235
 LF0235                          SUPERSEDED SURVEY CONTROL
 LF0235
 LF0235  NGVD 29 (??/??/92)  352.183  (m)         1155.45   (f) ADJ UNCH    1 2
 LF0235
 LF0235.Superseded values are not recommended for survey control.
 LF0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0235.See file dsdata.txt to determine how the superseded data were derived.
 LF0235
 LF0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF089060(NAD 83)
 LF0235_MARKER: DB = BENCH MARK DISK
 LF0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0235_STAMPING: W 8 1933
 LF0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0235+STABILITY: SURFACE MOTION
 LF0235
 LF0235  HISTORY     - Date     Condition        Report By
 LF0235  HISTORY     - 1933     MONUMENTED       CGS
 LF0235  HISTORY     - 1975     MARK NOT FOUND   USGS
 LF0235
 LF0235                          STATION DESCRIPTION
 LF0235
 LF0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LF0235'3 MI NW FROM COIN.
 LF0235'3.0 MILES NORTHWEST ALONG THE WABASH RAILWAY FROM COIN, PAGE
 LF0235'COUNTY, 6 POLES NORTHWEST OF MILEPOST ST. L. 353, 5 RAILS
 LF0235'SOUTHEAST OF A ROAD CROSSING, AND 20 FEET EAST OF THE TRACK.  A
 LF0235'STANDARD DISK, STAMPED W 8 1933 AND SET IN THE TOP OF A CONCRETE
 LF0235'POST.
 LF0235
 LF0235                          STATION RECOVERY (1975)
 LF0235
 LF0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0544 ***********************************************************************
 NJ0544  DESIGNATION -  W 80
 NJ0544  PID         -  NJ0544
 NJ0544  STATE/COUNTY-  IA/LINN
 NJ0544  USGS QUAD   -  CEDAR RAPIDS NORTH (1994)
 NJ0544
 NJ0544                         *CURRENT SURVEY CONTROL
 NJ0544  ___________________________________________________________________
 NJ0544* NAD 83(1986)-  42 02 06.     (N)    091 38 28.     (W)     SCALED    
 NJ0544* NAVD 88     -       256.538  (meters)     841.66   (feet)  ADJUSTED  
 NJ0544  ___________________________________________________________________
 NJ0544  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 NJ0544  DYNAMIC HT  -         256.445 (meters)     841.35  (feet)  COMP
 NJ0544  MODELED GRAV-     980,253.3   (mgal)                       NAVD 88
 NJ0544
 NJ0544  VERT ORDER  -  SECOND    CLASS 0
 NJ0544
 NJ0544.The horizontal coordinates were scaled from a topographic map and have
 NJ0544.an estimated accuracy of +/- 6 seconds.
 NJ0544
 NJ0544.The orthometric height was determined by differential leveling
 NJ0544.and adjusted by the National Geodetic Survey in June 1991..
 NJ0544
 NJ0544.The geoid height was determined by GEOID03.
 NJ0544
 NJ0544.The dynamic height is computed by dividing the NAVD 88
 NJ0544.geopotential number by the normal gravity value computed on the
 NJ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0544.degrees latitude (g = 980.6199 gals.).
 NJ0544
 NJ0544.The modeled gravity was interpolated from observed gravity values.
 NJ0544
 NJ0544;                    North         East    Units  Estimated Accuracy
 NJ0544;SPC IA N     - 1,061,120.    1,653,910.      MT  (+/- 180 meters Scaled)
 NJ0544
 NJ0544                          SUPERSEDED SURVEY CONTROL
 NJ0544
 NJ0544  NGVD 29 (??/??/92)  256.562  (m)          841.74   (f) ADJ UNCH    2 0
 NJ0544
 NJ0544.Superseded values are not recommended for survey control.
 NJ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0544.See file dsdata.txt to determine how the superseded data were derived.
 NJ0544
 NJ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG124545(NAD 83)
 NJ0544_MARKER: DB = BENCH MARK DISK
 NJ0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0544_SP_SET: CULVERT
 NJ0544_STAMPING: W 80 1934
 NJ0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0544
 NJ0544  HISTORY     - Date     Condition        Report By
 NJ0544  HISTORY     - 1934     MONUMENTED       CGS
 NJ0544  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NJ0544  HISTORY     - 19940504 MARK NOT FOUND   USPSQD
 NJ0544  HISTORY     - 20040825 MARK NOT FOUND   GEOCAC
 NJ0544
 NJ0544                          STATION DESCRIPTION
 NJ0544
 NJ0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0544'2.4 MI W FROM MARION.
 NJ0544'2.4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NJ0544'RAILROAD FROM THE STATION AT MARION, LINN COUNTY, 12-1/2 POLES
 NJ0544'WEST OF MILEPOST 229, AT A PUBLIC ROAD CROSSING, 70 YARDS
 NJ0544'EAST OF THE CENTERLINE OF THE ROAD, 25 FEET SOUTHEAST OF THE
 NJ0544'CENTERLINE OF THE TRACK, AT A 2-FOOT CAST IRON PIPE CULVERT,
 NJ0544'IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 NJ0544'HEADWALL, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 NJ0544'STAMPED W 80 1934.
 NJ0544
 NJ0544                          STATION RECOVERY (1987)
 NJ0544
 NJ0544'RECOVERY NOTE BY US POWER SQUADRON 1987 (SK)
 NJ0544'MARK NOT FOUND.
 NJ0544
 NJ0544                          STATION RECOVERY (1994)
 NJ0544
 NJ0544'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0544'MARK NOT FOUND.
 NJ0544
 NJ0544                          STATION RECOVERY (2004)
 NJ0544
 NJ0544'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 NJ0544'THE RAILROAD DISTANCE FROM V 80 INDICATES THE BLAIRS FERRY ROAD
 NJ0544'CROSSING. THE TRACKS WERE RECENTLY TORN OUT FROM THIS LOCALITY AND
 NJ0544'CONSIDERABLE RE-GRADING HAS BEEN DONE IN CONNECTION WITH WIDENING
 NJ0544'BLAIRS FERRY, EXPANDING BUSINESSES ALONG THE OLD RR RIGHT OF WAY, AND
 NJ0544'ADDING A SIDEWALK ALONG BLAIRS FERRY.
 NJ0544' 
 NJ0544'ABOUT 70 YARDS FROM THE CROSSING ENE ALONG THE OLD RAILROAD ROUTE, AND
 NJ0544'DOWN THE RE-GRADED BANK ON THE NORTHERLY SIDE, IS THE END OF AN OLD 2
 NJ0544'FOOT CAST IRON CULVERT. THE SOUTHERLY END CAN BE SEEN THROUGH A
 NJ0544'MANHOLE ACCESS IN A NEW CONCRETE BOX ADJACENT TO BLAIRS FERRY ROAD
 NJ0544'WHICH CONNECTS TO A CULVERT UNDER THE ROAD. THE OLD CULVERT TERMINATES
 NJ0544'FLUSH WITH THE INSIDE OF THE BOX ABOUT 6 FEET BELOW THE SURFACE.
 NJ0544' 
 NJ0544'THE OLD CONCRETE HEADWALL IS OR WAS JUST NORTH OF THE NEW BOX. THE
 NJ0544'DISK COULD BE BURIED THERE, BUT IS MOST LIKELY GONE GIVEN THE BROKEN
 NJ0544'CONDITION OR NEAR LACK OF CONCRETE ON OTHER CULVERTS ALONG THIS RAIL
 NJ0544'LINE.  HANDHELD COORDINATES OF THE PROBABLE DISK LOCATION ARE N42
 NJ0544'02.097 W091 38.509.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0052 ***********************************************************************
 NK0052  DESIGNATION -  W 81
 NK0052  PID         -  NK0052
 NK0052  STATE/COUNTY-  IA/BENTON
 NK0052  USGS QUAD   -  DYSART (1971)
 NK0052
 NK0052                         *CURRENT SURVEY CONTROL
 NK0052  ___________________________________________________________________
 NK0052* NAD 83(1986)-  42 10 20.     (N)    092 17 19.     (W)     SCALED    
 NK0052* NAVD 88     -       292.917  (meters)     961.01   (feet)  ADJUSTED  
 NK0052  ___________________________________________________________________
 NK0052  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 NK0052  DYNAMIC HT  -         292.820 (meters)     960.69  (feet)  COMP
 NK0052  MODELED GRAV-     980,281.3   (mgal)                       NAVD 88
 NK0052
 NK0052  VERT ORDER  -  SECOND    CLASS 0
 NK0052
 NK0052.The horizontal coordinates were scaled from a topographic map and have
 NK0052.an estimated accuracy of +/- 6 seconds.
 NK0052
 NK0052.The orthometric height was determined by differential leveling
 NK0052.and adjusted by the National Geodetic Survey in June 1991..
 NK0052
 NK0052.The geoid height was determined by GEOID03.
 NK0052
 NK0052.The dynamic height is computed by dividing the NAVD 88
 NK0052.geopotential number by the normal gravity value computed on the
 NK0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0052.degrees latitude (g = 980.6199 gals.).
 NK0052
 NK0052.The modeled gravity was interpolated from observed gravity values.
 NK0052
 NK0052;                    North         East    Units  Estimated Accuracy
 NK0052;SPC IA N     - 1,075,390.    1,600,090.      MT  (+/- 180 meters Scaled)
 NK0052
 NK0052                          SUPERSEDED SURVEY CONTROL
 NK0052
 NK0052.No superseded survey control is available for this station.
 NK0052
 NK0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG587691(NAD 83)
 NK0052_MARKER: DB = BENCH MARK DISK
 NK0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0052_SP_SET: CULVERT
 NK0052_STAMPING: W 81 1934
 NK0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0052
 NK0052  HISTORY     - Date     Condition        Report By
 NK0052  HISTORY     - 1934     MONUMENTED       CGS
 NK0052
 NK0052                          STATION DESCRIPTION
 NK0052
 NK0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0052'0.7 MI E FROM DYSART.
 NK0052'IN BENTON COUNTY, 0.7 MILE EAST ALONG THE CHICAGO, ROCK ISLAND
 NK0052'AND PACIFIC RAILWAY FROM THE DYSART NATIONAL BANK AT DYSART,
 NK0052'TAMA COUNTY, 3 POLES WEST OF MILEPOST 38, AT A 4- BY 6-FOOT
 NK0052'STONE BOX CULVERT, IN THE EAST END OF THE NORTH STONE HEAD
 NK0052'WALL, 18 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 4 FEET
 NK0052'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED W 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0041 ***********************************************************************
 MH0041  DESIGNATION -  W 82
 MH0041  PID         -  MH0041
 MH0041  STATE/COUNTY-  IA/TAMA
 MH0041  USGS QUAD   -  BELLE PLAINE (1968)
 MH0041
 MH0041                         *CURRENT SURVEY CONTROL
 MH0041  ___________________________________________________________________
 MH0041* NAD 83(1986)-  41 56 49.     (N)    092 18 13.     (W)     SCALED    
 MH0041* NAVD 88     -       243.298  (meters)     798.22   (feet)  ADJUSTED  
 MH0041  ___________________________________________________________________
 MH0041  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 MH0041  DYNAMIC HT  -         243.212 (meters)     797.94  (feet)  COMP
 MH0041  MODELED GRAV-     980,261.7   (mgal)                       NAVD 88
 MH0041
 MH0041  VERT ORDER  -  SECOND    CLASS 0
 MH0041
 MH0041.The horizontal coordinates were scaled from a topographic map and have
 MH0041.an estimated accuracy of +/- 6 seconds.
 MH0041
 MH0041.The orthometric height was determined by differential leveling
 MH0041.and adjusted by the National Geodetic Survey in June 1991..
 MH0041
 MH0041.The geoid height was determined by GEOID03.
 MH0041
 MH0041.The dynamic height is computed by dividing the NAVD 88
 MH0041.geopotential number by the normal gravity value computed on the
 MH0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0041.degrees latitude (g = 980.6199 gals.).
 MH0041
 MH0041.The modeled gravity was interpolated from observed gravity values.
 MH0041
 MH0041;                    North         East    Units  Estimated Accuracy
 MH0041;SPC IA N     - 1,050,350.    1,599,200.      MT  (+/- 180 meters Scaled)
 MH0041
 MH0041                          SUPERSEDED SURVEY CONTROL
 MH0041
 MH0041  NGVD 29 (??/??/92)  243.301  (m)          798.23   (f) ADJ UNCH    2 0
 MH0041
 MH0041.Superseded values are not recommended for survey control.
 MH0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0041.See file dsdata.txt to determine how the superseded data were derived.
 MH0041
 MH0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG577441(NAD 83)
 MH0041_MARKER: DB = BENCH MARK DISK
 MH0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0041_STAMPING: W 82 1934
 MH0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0041+STABILITY: SURFACE MOTION
 MH0041
 MH0041  HISTORY     - Date     Condition        Report By
 MH0041  HISTORY     - 1934     MONUMENTED       CGS
 MH0041
 MH0041                          STATION DESCRIPTION
 MH0041
 MH0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0041'AT IRVING.
 MH0041'AT IRVING, TAMA COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 MH0041'15 POLES NORTH OF MILEPOST 4, 54 FEET SOUTH AND 15 FEET WEST OF
 MH0041'THE SOUTHWEST CORNER OF THE STATION, 48 FEET WEST OF THE CENTERLINE
 MH0041'OF THE TRACK, AND 4 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MH0041'DISK, STAMPED W 82 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0022 ***********************************************************************
 MH0022  DESIGNATION -  W 83
 MH0022  PID         -  MH0022
 MH0022  STATE/COUNTY-  IA/TAMA
 MH0022  USGS QUAD   -  BELLE PLAINE (1968)
 MH0022
 MH0022                         *CURRENT SURVEY CONTROL
 MH0022  ___________________________________________________________________
 MH0022* NAD 83(1986)-  41 54 45.     (N)    092 22 26.     (W)     SCALED    
 MH0022* NAVD 88     -       237.840  (meters)     780.31   (feet)  ADJUSTED  
 MH0022  ___________________________________________________________________
 MH0022  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 MH0022  DYNAMIC HT  -         237.754 (meters)     780.03  (feet)  COMP
 MH0022  MODELED GRAV-     980,253.3   (mgal)                       NAVD 88
 MH0022
 MH0022  VERT ORDER  -  SECOND    CLASS 0
 MH0022
 MH0022.The horizontal coordinates were scaled from a topographic map and have
 MH0022.an estimated accuracy of +/- 6 seconds.
 MH0022
 MH0022.The orthometric height was determined by differential leveling
 MH0022.and adjusted by the National Geodetic Survey in June 1991..
 MH0022
 MH0022.The geoid height was determined by GEOID03.
 MH0022
 MH0022.The dynamic height is computed by dividing the NAVD 88
 MH0022.geopotential number by the normal gravity value computed on the
 MH0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0022.degrees latitude (g = 980.6199 gals.).
 MH0022
 MH0022.The modeled gravity was interpolated from observed gravity values.
 MH0022
 MH0022;                    North         East    Units  Estimated Accuracy
 MH0022;SPC IA N     - 1,046,440.    1,593,430.      MT  (+/- 180 meters Scaled)
 MH0022
 MH0022                          SUPERSEDED SURVEY CONTROL
 MH0022
 MH0022  NGVD 29 (??/??/92)  237.840  (m)          780.31   (f) ADJ UNCH    2 0
 MH0022
 MH0022.Superseded values are not recommended for survey control.
 MH0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0022.See file dsdata.txt to determine how the superseded data were derived.
 MH0022
 MH0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG519402(NAD 83)
 MH0022_MARKER: DB = BENCH MARK DISK
 MH0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0022_SP_SET: BRIDGE
 MH0022_STAMPING: W 83 1934
 MH0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0022+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 MH0022
 MH0022  HISTORY     - Date     Condition        Report By
 MH0022  HISTORY     - 1934     MONUMENTED       CGS
 MH0022  HISTORY     - 20040919 GOOD             GEOCAC
 MH0022
 MH0022                          STATION DESCRIPTION
 MH0022
 MH0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0022'1.2 MI SE FROM CHELSEA.
 MH0022'1.2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MH0022'FROM THE STATION AT CHELSEA, TAMA COUNTY, 12 POLES EAST OF
 MH0022'MILEPOST 122, AT 160-FOOT STEEL BRIDGE 361, IN THE NORTH CORNER
 MH0022'OF THE NORTH WINGWALL OF THE EAST CONCRETE ABUTMENT, 22 FEET
 MH0022'NORTH OF THE CENTERLINE OF THE TRACK, AND 5 FEET LOWER THAN
 MH0022'THE RAIL.  A STANDARD DISK, STAMPED W 83 1934.
 MH0022
 MH0022                          STATION RECOVERY (2004)
 MH0022
 MH0022'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0022'DISK IS SET IN THE EAST CONCRETE BRIDGE PIER, 20 FT 4 INCHES NORTH OF
 MH0022'THE CENTERLINE OF THE NORTH TRACK, ABOUT 68 INCHES LOWER THAN THE BASE
 MH0022'OF THE RAIL. DISK IS CENTERED 11 INCHES FROM THE NORTHWEST EDGE OF THE
 MH0022'PIER AND 24 INCHES FROM THE NOW ERODED POINT OF INTERSECTION OF THE
 MH0022'NORTHWEST AND NORTH EDGES OF THE PIER. '1909' IS CAST INTO THE
 MH0022'CONCRETE.  VIEW OF SKY OBSTRUCTED BY BRIDGE AND TREES.
 MH0022' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0611 ***********************************************************************
 MG0611  DESIGNATION -  W 84 RESET
 MG0611  PID         -  MG0611
 MG0611  STATE/COUNTY-  IA/LINN
 MG0611  USGS QUAD   -  CEDAR RAPIDS SOUTH (1994)
 MG0611
 MG0611                         *CURRENT SURVEY CONTROL
 MG0611  ___________________________________________________________________
 MG0611* NAD 83(1986)-  41 55 56.     (N)    091 42 53.     (W)     SCALED    
 MG0611* NAVD 88     -       223.98   (meters)     734.8    (feet)  RESET     
 MG0611  ___________________________________________________________________
 MG0611  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 MG0611
 MG0611  VERT ORDER  -  THIRD
 MG0611
 MG0611.The horizontal coordinates were scaled from a topographic map and have
 MG0611.an estimated accuracy of +/- 6 seconds.
 MG0611
 MG0611.The orthometric height was computed from unverified reset data.
 MG0611
 MG0611.The geoid height was determined by GEOID03.
 MG0611
 MG0611;                    North         East    Units  Estimated Accuracy
 MG0611;SPC IA N     - 1,049,570.    1,648,060.      MT  (+/- 180 meters Scaled)
 MG0611
 MG0611                          SUPERSEDED SURVEY CONTROL
 MG0611
 MG0611.No superseded survey control is available for this station.
 MG0611
 MG0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG065430(NAD 83)
 MG0611_MARKER: DD = SURVEY DISK
 MG0611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0611_SP_SET: PIER
 MG0611_STAMPING: W 84 RESET 1940
 MG0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0611
 MG0611  HISTORY     - Date     Condition        Report By
 MG0611  HISTORY     - 1940     MONUMENTED       CNWRR
 MG0611  HISTORY     - 1957     GOOD             NGS
 MG0611
 MG0611                          STATION DESCRIPTION
 MG0611
 MG0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MG0611'AT BEVERLY.
 MG0611'AT BEVERLY, LINN COUNTY, ON THE CHICAGO AND NORTH WESTERN
 MG0611'RAILWAY, AND IN THE SOUTH PIER OF THE NEW COAL CHUTE.  A
 MG0611'STANDARD DISK, STAMPED W 84 RESET 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0156 ***********************************************************************
 MH0156  DESIGNATION -  W 87
 MH0156  PID         -  MH0156
 MH0156  STATE/COUNTY-  IA/POWESHIEK
 MH0156  USGS QUAD   -  GRINNELL SOUTH (1979)
 MH0156
 MH0156                         *CURRENT SURVEY CONTROL
 MH0156  ___________________________________________________________________
 MH0156* NAD 83(1986)-  41 41 42.     (N)    092 43 17.     (W)     SCALED    
 MH0156* NAVD 88     -       301.436  (meters)     988.96   (feet)  ADJUSTED  
 MH0156  ___________________________________________________________________
 MH0156  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 MH0156  DYNAMIC HT  -         301.314 (meters)     988.56  (feet)  COMP
 MH0156  MODELED GRAV-     980,210.0   (mgal)                       NAVD 88
 MH0156
 MH0156  VERT ORDER  -  SECOND    CLASS 0
 MH0156
 MH0156.The horizontal coordinates were scaled from a topographic map and have
 MH0156.an estimated accuracy of +/- 6 seconds.
 MH0156
 MH0156.The orthometric height was determined by differential leveling
 MH0156.and adjusted by the National Geodetic Survey in June 1991..
 MH0156
 MH0156.The geoid height was determined by GEOID03.
 MH0156
 MH0156.The dynamic height is computed by dividing the NAVD 88
 MH0156.geopotential number by the normal gravity value computed on the
 MH0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0156.degrees latitude (g = 980.6199 gals.).
 MH0156
 MH0156.The modeled gravity was interpolated from observed gravity values.
 MH0156
 MH0156;                    North         East    Units  Estimated Accuracy
 MH0156;SPC IA S     -   188,520.      564,810.      MT  (+/- 180 meters Scaled)
 MH0156
 MH0156                          SUPERSEDED SURVEY CONTROL
 MH0156
 MH0156  NGVD 29 (??/??/92)  301.413  (m)          988.89   (f) ADJ UNCH    2 0
 MH0156
 MH0156.Superseded values are not recommended for survey control.
 MH0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0156.See file dsdata.txt to determine how the superseded data were derived.
 MH0156
 MH0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG231159(NAD 83)
 MH0156_MARKER: DB = BENCH MARK DISK
 MH0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0156_STAMPING: W 87 1934
 MH0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0156+STABILITY: SURFACE MOTION
 MH0156
 MH0156  HISTORY     - Date     Condition        Report By
 MH0156  HISTORY     - 1934     MONUMENTED       CGS
 MH0156
 MH0156                          STATION DESCRIPTION
 MH0156
 MH0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0156'3.3 MI S FROM GRINNELL.
 MH0156'3.3 MILES SOUTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 MH0156'THE STATION AT GRINNELL, POWESHIEK COUNTY, 7 POLES NORTH OF THE
 MH0156'G AND M JUNCTION, AT MILEPOST 272, 43 FEET WEST OF THE CENTERLINE
 MH0156'OF THE TRACK, AT A RAIL REST, AND 3 FEET LOWER THAN THE RAIL.  A
 MH0156'STANDARD DISK, STAMPED W 87 1934 AND SET IN THE TOP OF A CONCRETE
 MH0156'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0186 ***********************************************************************
 NL0186  FBN         -  This is a Federal Base Network Control Station.
 NL0186  DESIGNATION -  W 89
 NL0186  PID         -  NL0186
 NL0186  STATE/COUNTY-  IA/CARROLL
 NL0186  USGS QUAD   -  CARROLL EAST (1980)
 NL0186
 NL0186                         *CURRENT SURVEY CONTROL
 NL0186  ___________________________________________________________________
 NL0186* NAD 83(1996)-  42 03 19.86455(N)    094 47 01.27451(W)     ADJUSTED  
 NL0186* NAVD 88     -       366.039  (meters)    1200.91   (feet)  ADJUSTED  
 NL0186  ___________________________________________________________________
 NL0186  X           -    -395,548.457 (meters)                     COMP
 NL0186  Y           -  -4,726,599.154 (meters)                     COMP
 NL0186  Z           -   4,250,410.626 (meters)                     COMP
 NL0186  LAPLACE CORR-           8.85  (seconds)                    DEFLEC99
 NL0186  ELLIP HEIGHT-         337.57  (meters)          (07/28/03) GPS OBS
 NL0186  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 NL0186  DYNAMIC HT  -         365.901 (meters)    1200.46  (feet)  COMP
 NL0186  MODELED GRAV-     980,235.6   (mgal)                       NAVD 88
 NL0186
 NL0186  HORZ ORDER  -  A
 NL0186  VERT ORDER  -  SECOND    CLASS 0
 NL0186  ELLP ORDER  -  FOURTH    CLASS I
 NL0186
 NL0186.The horizontal coordinates were established by GPS observations
 NL0186.and adjusted by the National Geodetic Survey in July 1997..
 NL0186
 NL0186.The orthometric height was determined by differential leveling
 NL0186.and adjusted by the National Geodetic Survey in June 1991..
 NL0186
 NL0186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0186
 NL0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0186
 NL0186.The ellipsoidal height was determined by GPS observations
 NL0186.and is referenced to NAD 83.
 NL0186
 NL0186.The geoid height was determined by GEOID03.
 NL0186
 NL0186.The dynamic height is computed by dividing the NAVD 88
 NL0186.geopotential number by the normal gravity value computed on the
 NL0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0186.degrees latitude (g = 980.6199 gals.).
 NL0186
 NL0186.The modeled gravity was interpolated from observed gravity values.
 NL0186
 NL0186;                    North         East     Units Scale Factor Converg.
 NL0186;SPC IA N     - 1,062,511.809 1,393,741.887   MT  1.00000204   -0 52 12.0
 NL0186;UTM  15      - 4,657,479.526   352,405.237   MT  0.99986805   -1 11 42.1
 NL0186
 NL0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0186!SPC IA N     -   0.99994706  x   1.00000204  =   0.99994910
 NL0186!UTM  15      -   0.99994706  x   0.99986805  =   0.99981512
 NL0186
 NL0186                          SUPERSEDED SURVEY CONTROL
 NL0186
 NL0186  ELLIP H (07/24/97)  337.60   (m)                       GP(       ) 1 1
 NL0186  NAD 83(1986)-  42 03 19.86756(N)    094 47 01.27440(W) AD(       ) 3
 NL0186  NAVD 88 (07/24/97)  366.04   (m)         1200.9    (f) LEVELING    3  
 NL0186  NGVD 29 (??/??/92)  365.954  (m)         1200.63   (f) ADJ UNCH    2 0
 NL0186
 NL0186.Superseded values are not recommended for survey control.
 NL0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0186.See file dsdata.txt to determine how the superseded data were derived.
 NL0186
 NL0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG5240557480(NAD 83)
 NL0186_MARKER: DB = BENCH MARK DISK
 NL0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0186_SP_SET: CONCRETE POST
 NL0186_STAMPING: W 89 1935
 NL0186_MARK LOGO: CGS   
 NL0186_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0186+STABILITY: SURFACE MOTION
 NL0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0186+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 NL0186
 NL0186  HISTORY     - Date     Condition        Report By
 NL0186  HISTORY     - 1935     MONUMENTED       CGS
 NL0186  HISTORY     - 19890512 GOOD             NGS
 NL0186  HISTORY     - 19940711 GOOD             WOOLPT
 NL0186  HISTORY     - 19960924 GOOD             NGS
 NL0186  HISTORY     - 20011008 GOOD             JCLS
 NL0186  HISTORY     - 20030205 GOOD             LOCSUR
 NL0186  HISTORY     - 20040328 GOOD             JCLS
 NL0186
 NL0186                          STATION DESCRIPTION
 NL0186
 NL0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0186'2.9 MI W FROM GLIDDEN.
 NL0186'2.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0186'THE STATION AT GLIDDEN, CARROLL COUNTY, AT A ROAD CROSSING, 52
 NL0186'FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, 36 FEET EAST OF THE
 NL0186'CENTERLINE OF THE ROAD, 6 FEET EAST AND 1 FOOT SOUTH OF A FENCE
 NL0186'CORNER, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 NL0186'STAMPED W 89 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NL0186
 NL0186                          STATION RECOVERY (1989)
 NL0186
 NL0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NL0186'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) EAST OF CARROLL, AT THE
 NL0186'JUNCTION OF COUNTY ROAD N 38 AND THE CHICAGO AND NORTHWESTERN
 NL0186'RAILROAD.  OWNERSHIP--CHICAGO AND NORTHWESTERN RAILROAD, 229 NORTH 3RD
 NL0186'STREET, LAURENS, IA 50554, PHONE 712-845-4582.
 NL0186'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 30 AND MAIN
 NL0186'STREET, AT THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN CARROLL,
 NL0186'GO EAST ON STATE HIGHWAY 30 FOR 5.4 KM (3.35 MI) TO THE JUNCTION OF
 NL0186'COUNTY ROAD N 38.  TURN RIGHT, SOUTH, ON COUNTY ROAD N 38 FOR 1.0 KM
 NL0186'(0.60 MI) TO A RAILROAD CROSSING AND THE STATION ON THE LEFT.
 NL0186'THE STATION IS A CGS BENCHMARK DISK.  LOCATED 13.8 M (45.3 FT) NORTH
 NL0186'OF THE NORTH RAIL OF THE TRACKS, 10.5 M (34.4 FT) EAST OF AND 2.0 M
 NL0186'(6.6 FT) LOWER THAN THE CENTER OF COUNTY ROAD N 38, 0.7 M (2.3 FT)
 NL0186'SOUTHEAST OF A SQUARE FENCEPOST AT A FIELD ENTRANCE AND 0.2 M
 NL0186'(0.7 FT) WEST OF A FIBERGLASS WITNESS POST.
 NL0186'DESCRIBED BY M. L. MCCREADY.
 NL0186
 NL0186                          STATION RECOVERY (1994)
 NL0186
 NL0186'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1994 (MJS)
 NL0186'RECOVERED AS DESCRIBED.
 NL0186
 NL0186                          STATION RECOVERY (1996)
 NL0186
 NL0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 NL0186'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) EAST OF CARROLL, IA., AT
 NL0186'THE SOUTHEAST END OF A FIELD ENTRANCE, NEAR AND NORTHEAST OF A
 NL0186'RAILROAD CROSSING, AT THE JUNCTION OF COUNTY ROAD N 38 AND THE CHICAGO
 NL0186'AND NORTHWESTERN RAILROAD.  OWNERSHIP--CHICAGO AND NORTHWESTERN
 NL0186'RAILROAD, 229 NORTH 3RD STREET, LAURENS, IA.  50554. POHNE
 NL0186'712-845-4582.  NOTE--THIS STATION IS A (FBN/CBN) STATION.  TO REACH
 NL0186'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 30 AND MAIN STREET, AT
 NL0186'THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN CARROLL, GO EAST, 5.4
 NL0186'KM (3.35 MI) ALONG HIGHWAY 30 TO THE JUNCTION OF COUNTY ROAD N 38 ON
 NL0186'THE RIGHT.  TURN RIGHT, SOUTH, 1.0 KM (0.60 MI) ALONG ROAD N 38 TO A
 NL0186'FIELD ENTRANCE ON THE LEFT JUST BEFORE THE RAILROAD CROSSING AND THE
 NL0186'STATION AT THE SOUTHEAST END OF THE ENTRANCE. STATION IS 13.8 M (45.3
 NL0186'FT) NORTH OF THE NORTH RAIL OF THE TRACKS, 10.9 M (35.8 FT) EAST OF
 NL0186'AND 2.0 M (6.6 FT) LOWER THAN THE COUNTY ROAD N 38 CENTER, 0.8 M (2.6
 NL0186'FT) SOUTHEAST OF A (PINK) IOWA GEODETIC SURVEY MARKER/HARN STATION
 NL0186'WITNESS POST, 0.5 M (1.6 FT) SOUTHEAST OF THE MOST WESTERLY 1 OF 2
 NL0186'SQUARE BRACED FENCE POSTS, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND
 NL0186'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
 NL0186
 NL0186                          STATION RECOVERY (2001)
 NL0186
 NL0186'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 NL0186'RECOVERED AS DESCRIBED.
 NL0186
 NL0186                          STATION RECOVERY (2003)
 NL0186
 NL0186'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2003 (MS)
 NL0186'RECOVERED BY SNYDER ASSOC. AS DESCRIBED.
 NL0186' 
 NL0186'
 NL0186
 NL0186                          STATION RECOVERY (2004)
 NL0186
 NL0186'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NL0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0116 ***********************************************************************
 OQ0116  DESIGNATION -  W 9
 OQ0116  PID         -  OQ0116
 OQ0116  STATE/COUNTY-  IA/SIOUX
 OQ0116  USGS QUAD   -  FAIRVIEW (1968)
 OQ0116
 OQ0116                         *CURRENT SURVEY CONTROL
 OQ0116  ___________________________________________________________________
 OQ0116* NAD 83(1986)-  43 13 57.     (N)    096 22 44.     (W)     SCALED    
 OQ0116* NAVD 88     -       391.086  (meters)    1283.09   (feet)  ADJUSTED  
 OQ0116  ___________________________________________________________________
 OQ0116  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OQ0116  DYNAMIC HT  -         390.977 (meters)    1282.73  (feet)  COMP
 OQ0116  MODELED GRAV-     980,330.1   (mgal)                       NAVD 88
 OQ0116
 OQ0116  VERT ORDER  -  SECOND    CLASS 0
 OQ0116
 OQ0116.The horizontal coordinates were scaled from a topographic map and have
 OQ0116.an estimated accuracy of +/- 6 seconds.
 OQ0116
 OQ0116.The orthometric height was determined by differential leveling
 OQ0116.and adjusted by the National Geodetic Survey in June 1991..
 OQ0116
 OQ0116.The geoid height was determined by GEOID03.
 OQ0116
 OQ0116.The dynamic height is computed by dividing the NAVD 88
 OQ0116.geopotential number by the normal gravity value computed on the
 OQ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0116.degrees latitude (g = 980.6199 gals.).
 OQ0116
 OQ0116.The modeled gravity was interpolated from observed gravity values.
 OQ0116
 OQ0116;                    North         East    Units  Estimated Accuracy
 OQ0116;SPC IA N     - 1,196,430.    1,266,190.      MT  (+/- 180 meters Scaled)
 OQ0116
 OQ0116                          SUPERSEDED SURVEY CONTROL
 OQ0116
 OQ0116  NGVD 29 (??/??/92)  390.856  (m)         1282.33   (f) ADJ UNCH    2 0
 OQ0116
 OQ0116.Superseded values are not recommended for survey control.
 OQ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0116.See file dsdata.txt to determine how the superseded data were derived.
 OQ0116
 OQ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN128899(NAD 83)
 OQ0116_MARKER: DB = BENCH MARK DISK
 OQ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0116_STAMPING: W 9 1934
 OQ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0116+STABILITY: SURFACE MOTION
 OQ0116
 OQ0116  HISTORY     - Date     Condition        Report By
 OQ0116  HISTORY     - 1934     MONUMENTED       CGS
 OQ0116  HISTORY     - 1966     MARK NOT FOUND   USGS
 OQ0116
 OQ0116                          STATION DESCRIPTION
 OQ0116
 OQ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0116'4.7 MI NW FROM ROCK VALLEY.
 OQ0116'4.7 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0116'PACIFIC RAILROAD FROM THE STATION AT ROCK VALLEY, 0.3 MILE
 OQ0116'NORTHWEST OF A SECTION-ROAD CROSSING, 300 YARDS NORTHWEST OF A
 OQ0116'FARM-ROAD CROSSING, 44.3 FEET WEST OF THE WEST RAIL, AND 2.0
 OQ0116'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 OQ0116'W 9 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OQ0116'INCHES ABOVE GROUND.
 OQ0116
 OQ0116                          STATION RECOVERY (1966)
 OQ0116
 OQ0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OQ0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0240 ***********************************************************************
 LF0240  DESIGNATION -  W 9
 LF0240  PID         -  LF0240
 LF0240  STATE/COUNTY-  IA/PAGE
 LF0240  USGS QUAD   -  SHENANDOAH EAST (1978)
 LF0240
 LF0240                         *CURRENT SURVEY CONTROL
 LF0240  ___________________________________________________________________
 LF0240* NAD 83(1986)-  40 46 12.     (N)    095 22 01.     (W)     SCALED    
 LF0240* NAVD 88     -       298.567  (meters)     979.55   (feet)  ADJUSTED  
 LF0240  ___________________________________________________________________
 LF0240  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LF0240  DYNAMIC HT  -         298.406 (meters)     979.02  (feet)  COMP
 LF0240  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 LF0240
 LF0240  VERT ORDER  -  FIRST     CLASS II
 LF0240
 LF0240.The horizontal coordinates were scaled from a topographic map and have
 LF0240.an estimated accuracy of +/- 6 seconds.
 LF0240
 LF0240.The orthometric height was determined by differential leveling
 LF0240.and adjusted by the National Geodetic Survey in June 1991..
 LF0240
 LF0240.The geoid height was determined by GEOID03.
 LF0240
 LF0240.The dynamic height is computed by dividing the NAVD 88
 LF0240.geopotential number by the normal gravity value computed on the
 LF0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0240.degrees latitude (g = 980.6199 gals.).
 LF0240
 LF0240.The modeled gravity was interpolated from observed gravity values.
 LF0240
 LF0240;                    North         East    Units  Estimated Accuracy
 LF0240;SPC IA S     -    87,200.      342,400.      MT  (+/- 180 meters Scaled)
 LF0240
 LF0240                          SUPERSEDED SURVEY CONTROL
 LF0240
 LF0240  NGVD 29 (??/??/92)  298.453  (m)          979.17   (f) ADJ UNCH    1 2
 LF0240
 LF0240.Superseded values are not recommended for survey control.
 LF0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0240.See file dsdata.txt to determine how the superseded data were derived.
 LF0240
 LF0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF002159(NAD 83)
 LF0240_MARKER: DB = BENCH MARK DISK
 LF0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0240_STAMPING: W 9 1933
 LF0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0240+STABILITY: SURFACE MOTION
 LF0240
 LF0240  HISTORY     - Date     Condition        Report By
 LF0240  HISTORY     - 1933     MONUMENTED       CGS
 LF0240  HISTORY     - 1949     GOOD             NGS
 LF0240  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0240
 LF0240                          STATION DESCRIPTION
 LF0240
 LF0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LF0240'AT SHENANDOAH.
 LF0240'AT SHENANDOAH, 148 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 LF0240'WABASH RAILWAY STATION, 141 FEET SOUTH SOUTHWEST OF THE SOUTH
 LF0240'RAIL OF THE MAIN TRACK, 100 FEET WEST NORTHWEST OF THE CENTER
 LF0240'LINE OF IOWA STATE HIGHWAY 48, 4.0 FEET EAST SOUTHEAST OF A
 LF0240'RAILROAD WATER TANK, 3.8 FEET EAST SOUTHEAST OF A REFERENCE
 LF0240'POST, AND SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH THE
 LF0240'GROUND.
 LF0240
 LF0240                          STATION RECOVERY (1976)
 LF0240
 LF0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0342 ***********************************************************************
 MJ0342  DESIGNATION -  W 90
 MJ0342  PID         -  MJ0342
 MJ0342  STATE/COUNTY-  IA/CRAWFORD
 MJ0342  USGS QUAD   -  DOW CITY (1971)
 MJ0342
 MJ0342                         *CURRENT SURVEY CONTROL
 MJ0342  ___________________________________________________________________
 MJ0342* NAD 83(1986)-  41 55 02.     (N)    095 23 37.     (W)     SCALED    
 MJ0342* NAVD 88     -       376.156  (meters)    1234.11   (feet)  ADJUSTED  
 MJ0342  ___________________________________________________________________
 MJ0342  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 MJ0342  DYNAMIC HT  -         375.984 (meters)    1233.54  (feet)  COMP
 MJ0342  MODELED GRAV-     980,155.8   (mgal)                       NAVD 88
 MJ0342
 MJ0342  VERT ORDER  -  SECOND    CLASS 0
 MJ0342
 MJ0342.The horizontal coordinates were scaled from a topographic map and have
 MJ0342.an estimated accuracy of +/- 6 seconds.
 MJ0342
 MJ0342.The orthometric height was determined by differential leveling
 MJ0342.and adjusted by the National Geodetic Survey in June 1991..
 MJ0342
 MJ0342.The geoid height was determined by GEOID03.
 MJ0342
 MJ0342.The dynamic height is computed by dividing the NAVD 88
 MJ0342.geopotential number by the normal gravity value computed on the
 MJ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0342.degrees latitude (g = 980.6199 gals.).
 MJ0342
 MJ0342.The modeled gravity was interpolated from observed gravity values.
 MJ0342
 MJ0342;                    North         East    Units  Estimated Accuracy
 MJ0342;SPC IA N     - 1,048,100.    1,342,920.      MT  (+/- 180 meters Scaled)
 MJ0342
 MJ0342                          SUPERSEDED SURVEY CONTROL
 MJ0342
 MJ0342  NGVD 29 (??/??/92)  376.015  (m)         1233.64   (f) ADJ UNCH    2 0
 MJ0342
 MJ0342.Superseded values are not recommended for survey control.
 MJ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0342.See file dsdata.txt to determine how the superseded data were derived.
 MJ0342
 MJ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG015433(NAD 83)
 MJ0342_MARKER: DB = BENCH MARK DISK
 MJ0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0342_STAMPING: W 90 1935
 MJ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0342+STABILITY: SURFACE MOTION
 MJ0342
 MJ0342  HISTORY     - Date     Condition        Report By
 MJ0342  HISTORY     - 1935     MONUMENTED       CGS
 MJ0342  HISTORY     - 1971     GOOD             USGS
 MJ0342
 MJ0342                          STATION DESCRIPTION
 MJ0342
 MJ0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0342'AT BUCK GROVE.
 MJ0342'AT BUCK GROVE, CRAWFORD COUNTY, ON THE CHICAGO MILWAUKEE, ST. PAUL
 MJ0342'AND PACIFIC RAILROAD, 7 POLES EAST OF THE STATION, AT A ROAD
 MJ0342'CROSSING, 36 FEET NORTH OF THE CENTERLINE OF THE TRACK, 30 FEET
 MJ0342'EAST OF THE CENTERLINE OF THE ROAD, AND 4 FEET SOUTHEAST OF A POLE.
 MJ0342'A STANDARD DISK, STAMPED W 90 1935 AND SET IN THE TOP OF A CONCRETE
 MJ0342'POST.  NOTE-- MARK IS NOW 7 FEET SOUTHEAST OF A POLE.
 MJ0342
 MJ0342                          STATION RECOVERY (1971)
 MJ0342
 MJ0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MJ0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0390 ***********************************************************************
 NL0390  DESIGNATION -  W 92
 NL0390  PID         -  NL0390
 NL0390  STATE/COUNTY-  IA/WOODBURY
 NL0390  USGS QUAD   -  CORRECTIONVILLE (1969)
 NL0390
 NL0390                         *CURRENT SURVEY CONTROL
 NL0390  ___________________________________________________________________
 NL0390* NAD 83(1986)-  42 28 29.     (N)    095 47 14.     (W)     SCALED    
 NL0390* NAVD 88     -       343.258  (meters)    1126.17   (feet)  ADJUSTED  
 NL0390  ___________________________________________________________________
 NL0390  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 NL0390  DYNAMIC HT  -         343.146 (meters)    1125.80  (feet)  COMP
 NL0390  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 NL0390
 NL0390  VERT ORDER  -  SECOND    CLASS 0
 NL0390
 NL0390.The horizontal coordinates were scaled from a topographic map and have
 NL0390.an estimated accuracy of +/- 6 seconds.
 NL0390
 NL0390.The orthometric height was determined by differential leveling
 NL0390.and adjusted by the National Geodetic Survey in June 1991..
 NL0390
 NL0390.The geoid height was determined by GEOID03.
 NL0390
 NL0390.The dynamic height is computed by dividing the NAVD 88
 NL0390.geopotential number by the normal gravity value computed on the
 NL0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0390.degrees latitude (g = 980.6199 gals.).
 NL0390
 NL0390.The modeled gravity was interpolated from observed gravity values.
 NL0390
 NL0390;                    North         East    Units  Estimated Accuracy
 NL0390;SPC IA N     - 1,110,810.    1,311,950.      MT  (+/- 180 meters Scaled)
 NL0390
 NL0390                          SUPERSEDED SURVEY CONTROL
 NL0390
 NL0390  NGVD 29 (??/??/92)  343.126  (m)         1125.74   (f) ADJ UNCH    2 0
 NL0390
 NL0390.Superseded values are not recommended for survey control.
 NL0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0390.See file dsdata.txt to determine how the superseded data were derived.
 NL0390
 NL0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH708062(NAD 83)
 NL0390_MARKER: DB = BENCH MARK DISK
 NL0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0390_STAMPING: W 92 1935
 NL0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0390+STABILITY: SURFACE MOTION
 NL0390
 NL0390  HISTORY     - Date     Condition        Report By
 NL0390  HISTORY     - 1935     MONUMENTED       CGS
 NL0390  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0390
 NL0390                          STATION DESCRIPTION
 NL0390
 NL0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0390'AT CORRECTIONVILLE.
 NL0390'AT CORRECTIONVILLE, ON THE ILLINOIS CENTRAL RAILROAD, 145 FEET
 NL0390'SOUTH OF THE STATION, AT THE MAIN STREET CROSSING, 26 FEET
 NL0390'SOUTH OF THE SOUTH EDGE OF THE PAVEMENT, 18 FEET WEST OF THE
 NL0390'CENTERLINE OF THE MAIN TRACK, 5 FEET NORTH OF A POLE, IN LINE
 NL0390'WITH THE ROW OF POLES AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 NL0390'STAMPED W 92 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NL0390
 NL0390                          STATION RECOVERY (2000)
 NL0390
 NL0390'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0390'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0138 ***********************************************************************
 NL0138  DESIGNATION -  W 93
 NL0138  PID         -  NL0138
 NL0138  STATE/COUNTY-  IA/CARROLL
 NL0138  USGS QUAD   -  CARROLL WEST (1980)
 NL0138
 NL0138                         *CURRENT SURVEY CONTROL
 NL0138  ___________________________________________________________________
 NL0138* NAD 83(1986)-  42 05 21.     (N)    094 54 58.     (W)     SCALED    
 NL0138* NAVD 88     -       381.737  (meters)    1252.42   (feet)  ADJUSTED  
 NL0138  ___________________________________________________________________
 NL0138  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 NL0138  DYNAMIC HT  -         381.576 (meters)    1251.89  (feet)  COMP
 NL0138  MODELED GRAV-     980,189.6   (mgal)                       NAVD 88
 NL0138
 NL0138  VERT ORDER  -  SECOND    CLASS 0
 NL0138
 NL0138.The horizontal coordinates were scaled from a topographic map and have
 NL0138.an estimated accuracy of +/- 6 seconds.
 NL0138
 NL0138.The orthometric height was determined by differential leveling
 NL0138.and adjusted by the National Geodetic Survey in June 1991..
 NL0138
 NL0138.The geoid height was determined by GEOID03.
 NL0138
 NL0138.The dynamic height is computed by dividing the NAVD 88
 NL0138.geopotential number by the normal gravity value computed on the
 NL0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0138.degrees latitude (g = 980.6199 gals.).
 NL0138
 NL0138.The modeled gravity was interpolated from observed gravity values.
 NL0138
 NL0138;                    North         East    Units  Estimated Accuracy
 NL0138;SPC IA N     - 1,066,420.    1,382,840.      MT  (+/- 180 meters Scaled)
 NL0138
 NL0138                          SUPERSEDED SURVEY CONTROL
 NL0138
 NL0138  NGVD 29 (??/??/92)  381.62   (m)         1252.0    (f) COMPUTED    2 0
 NL0138
 NL0138.Superseded values are not recommended for survey control.
 NL0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0138.See file dsdata.txt to determine how the superseded data were derived.
 NL0138
 NL0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG415614(NAD 83)
 NL0138_MARKER: DB = BENCH MARK DISK
 NL0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0138_SP_SET: BRIDGE ABUTMENT
 NL0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0138
 NL0138  HISTORY     - Date     Condition        Report By
 NL0138  HISTORY     - 1935     MONUMENTED       CGS
 NL0138
 NL0138                          STATION DESCRIPTION
 NL0138
 NL0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0138'1.2 MI E FROM MAPLE RIVER.
 NL0138'DEPOT, MAPLE RIVER, 1.2 MILES SOUTHEAST OF.  ALONG THE CHICAGO
 NL0138'AND NORTH WESTERN RAILROAD AT BRIDGE 801, 300 FEET EAST OF ROAD
 NL0138'CROSSING.  SET ON THE SOUTHWEST END OF THE SOUTHWEST STONE
 NL0138'ABUTMENT, 1 FOOT BELOW RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0139 ***********************************************************************
 NL0139  DESIGNATION -  W 93 RESET
 NL0139  PID         -  NL0139
 NL0139  STATE/COUNTY-  IA/CARROLL
 NL0139  USGS QUAD   -  CARROLL WEST (1980)
 NL0139
 NL0139                         *CURRENT SURVEY CONTROL
 NL0139  ___________________________________________________________________
 NL0139* NAD 83(1986)-  42 05 21.     (N)    094 54 58.     (W)     SCALED    
 NL0139* NAVD 88     -       383.12   (meters)    1257.0    (feet)  RESET     
 NL0139  ___________________________________________________________________
 NL0139  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 NL0139
 NL0139  VERT ORDER  -  THIRD
 NL0139
 NL0139.The horizontal coordinates were scaled from a topographic map and have
 NL0139.an estimated accuracy of +/- 6 seconds.
 NL0139
 NL0139.The orthometric height was computed from unverified reset data.
 NL0139
 NL0139.The geoid height was determined by GEOID03.
 NL0139
 NL0139;                    North         East    Units  Estimated Accuracy
 NL0139;SPC IA N     - 1,066,420.    1,382,840.      MT  (+/- 180 meters Scaled)
 NL0139
 NL0139                          SUPERSEDED SURVEY CONTROL
 NL0139
 NL0139  NGVD 29 (??/??/??)  383.01   (m)         1256.6    (f) RESET       3  
 NL0139
 NL0139.Superseded values are not recommended for survey control.
 NL0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0139.See file dsdata.txt to determine how the superseded data were derived.
 NL0139
 NL0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG415614(NAD 83)
 NL0139_MARKER: DB = BENCH MARK DISK
 NL0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0139_SP_SET: BRIDGE
 NL0139_STAMPING: W 93 RESET 1950
 NL0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0139
 NL0139  HISTORY     - Date     Condition        Report By
 NL0139  HISTORY     - 1950     MONUMENTED       CNWRR
 NL0139  HISTORY     - 1950     GOOD             NGS
 NL0139
 NL0139                          STATION DESCRIPTION
 NL0139
 NL0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 NL0139'1.2 MI SE FROM MAPLE RIVER.
 NL0139'1.2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0139'FROM THE STATION AT MAPLE RIVER, CARROLL COUNTY, 300 FEET
 NL0139'SOUTHEAST OF A ROAD CROSSING, AT BRIDGE 801, AND IN THE TOP
 NL0139'OF THE SOUTHWEST END OF THE BACKWALL OF THE NORTHWEST STONE
 NL0139'ABUTMENT.  A STANDARD DISK, STAMPED W 93 RESET 1950.  NOTE-- THIS
 NL0139'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY
 NL0139'ENGINEERS OF THE CHICAGO AND NORTH WESTERN RAILWAY IN OCTOBER
 NL0139'1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0255 ***********************************************************************
 LF0255  DESIGNATION -  W 97
 LF0255  PID         -  LF0255
 LF0255  STATE/COUNTY-  IA/MILLS
 LF0255  USGS QUAD   -  IMOGENE (1978)
 LF0255
 LF0255                         *CURRENT SURVEY CONTROL
 LF0255  ___________________________________________________________________
 LF0255* NAD 83(1986)-  40 55 40.     (N)    095 28 51.     (W)     SCALED    
 LF0255* NAVD 88     -       319.650  (meters)    1048.72   (feet)  ADJUSTED  
 LF0255  ___________________________________________________________________
 LF0255  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LF0255  DYNAMIC HT  -         319.493 (meters)    1048.20  (feet)  COMP
 LF0255  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 LF0255
 LF0255  VERT ORDER  -  SECOND    CLASS 0
 LF0255
 LF0255.The horizontal coordinates were scaled from a topographic map and have
 LF0255.an estimated accuracy of +/- 6 seconds.
 LF0255
 LF0255.The orthometric height was determined by differential leveling
 LF0255.and adjusted by the National Geodetic Survey in June 1991..
 LF0255
 LF0255.The geoid height was determined by GEOID03.
 LF0255
 LF0255.The dynamic height is computed by dividing the NAVD 88
 LF0255.geopotential number by the normal gravity value computed on the
 LF0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0255.degrees latitude (g = 980.6199 gals.).
 LF0255
 LF0255.The modeled gravity was interpolated from observed gravity values.
 LF0255
 LF0255;                    North         East    Units  Estimated Accuracy
 LF0255;SPC IA S     -   104,930.      333,180.      MT  (+/- 180 meters Scaled)
 LF0255
 LF0255                          SUPERSEDED SURVEY CONTROL
 LF0255
 LF0255  NGVD 29 (??/??/92)  319.536  (m)         1048.34   (f) ADJ UNCH    2 0
 LF0255
 LF0255.Superseded values are not recommended for survey control.
 LF0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0255.See file dsdata.txt to determine how the superseded data were derived.
 LF0255
 LF0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF911337(NAD 83)
 LF0255_MARKER: DB = BENCH MARK DISK
 LF0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0255_STAMPING: W 97 1935
 LF0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0255+STABILITY: SURFACE MOTION
 LF0255
 LF0255  HISTORY     - Date     Condition        Report By
 LF0255  HISTORY     - 1935     MONUMENTED       CGS
 LF0255  HISTORY     - 1968     MARK NOT FOUND   SCS
 LF0255  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0255
 LF0255                          STATION DESCRIPTION
 LF0255
 LF0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0255'1.9 MI SE FROM STRAHAN.
 LF0255'1.9 MILES SOUTHEAST ALONG THE WABASH RAILROAD FROM THE STATION
 LF0255'AT STRAHAN, MILLS COUNTY, 18 POLES NORTHWEST OF MILEPOST 376-38,
 LF0255'AT A ROAD CROSSING, 163 FEET NORTH OF THE CENTERLINE OF THE
 LF0255'ROAD, 45 FEET WEST OF THE CENTERLINE OF THE TRACK, 13 FEET WEST
 LF0255'OF A POLE, 4 FEET EAST OF A FENCE, AND 2 FEET LOWER THAN THE
 LF0255'TRACK.  A STANDARD DISK, STAMPED W 97 1935 AND SET IN THE TOP
 LF0255'OF A CONCRETE POST.
 LF0255
 LF0255                          STATION RECOVERY (1968)
 LF0255
 LF0255'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1968
 LF0255'MARK NOT FOUND.
 LF0255
 LF0255                          STATION RECOVERY (1976)
 LF0255
 LF0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0436 ***********************************************************************
 MJ0436  DESIGNATION -  W 98
 MJ0436  PID         -  MJ0436
 MJ0436  STATE/COUNTY-  IA/MONTGOMERY
 MJ0436  USGS QUAD   -  RED OAK NORTH (1978)
 MJ0436
 MJ0436                         *CURRENT SURVEY CONTROL
 MJ0436  ___________________________________________________________________
 MJ0436* NAD 83(1986)-  41 07 00.     (N)    095 11 09.     (W)     SCALED    
 MJ0436* NAVD 88     -       323.120  (meters)    1060.10   (feet)  ADJUSTED  
 MJ0436  ___________________________________________________________________
 MJ0436  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 MJ0436  DYNAMIC HT  -         322.979 (meters)    1059.64  (feet)  COMP
 MJ0436  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 MJ0436
 MJ0436  VERT ORDER  -  SECOND    CLASS 0
 MJ0436
 MJ0436.The horizontal coordinates were scaled from a topographic map and have
 MJ0436.an estimated accuracy of +/- 6 seconds.
 MJ0436
 MJ0436.The orthometric height was determined by differential leveling
 MJ0436.and adjusted by the National Geodetic Survey in June 1991..
 MJ0436
 MJ0436.The geoid height was determined by GEOID03.
 MJ0436
 MJ0436.The dynamic height is computed by dividing the NAVD 88
 MJ0436.geopotential number by the normal gravity value computed on the
 MJ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0436.degrees latitude (g = 980.6199 gals.).
 MJ0436
 MJ0436.The modeled gravity was interpolated from observed gravity values.
 MJ0436
 MJ0436;                    North         East    Units  Estimated Accuracy
 MJ0436;SPC IA S     -   125,380.      358,430.      MT  (+/- 180 meters Scaled)
 MJ0436
 MJ0436                          SUPERSEDED SURVEY CONTROL
 MJ0436
 MJ0436  NGVD 29 (??/??/92)  323.036  (m)         1059.83   (f) ADJ UNCH    2 0
 MJ0436
 MJ0436.Superseded values are not recommended for survey control.
 MJ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0436.See file dsdata.txt to determine how the superseded data were derived.
 MJ0436
 MJ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF164540(NAD 83)
 MJ0436_MARKER: DB = BENCH MARK DISK
 MJ0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0436_STAMPING: W 98 1935
 MJ0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0436+STABILITY: SURFACE MOTION
 MJ0436
 MJ0436  HISTORY     - Date     Condition        Report By
 MJ0436  HISTORY     - 1935     MONUMENTED       CGS
 MJ0436  HISTORY     - 1949     GOOD             NGS
 MJ0436  HISTORY     - 1976     GOOD             USGS
 MJ0436
 MJ0436                          STATION DESCRIPTION
 MJ0436
 MJ0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0436'1.9 MI NE FROM STENNETT.
 MJ0436'1.9 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MJ0436'RAILROAD FROM THE STATION AT STENNETT, 2-1/2 POLES SOUTHWEST
 MJ0436'OF BRIDGE 966, AT A PRIVATE-ROAD CROSSING, 48 FEET SOUTHEAST OF
 MJ0436'THE CENTERLINE OF THE TRACK, 21 FEET NORTHEAST OF THE CENTERLINE
 MJ0436'OF THE ROAD, 57 FEET SOUTHWEST OF A POLE, 5 FEET NORTHWEST OF
 MJ0436'THE RIGHT-OF-WAY FENCE, AND ABOUT 6 INCHES LOWER THAN THE
 MJ0436'TRACK.  A STANDARD DISK, STAMPED W 98 1935 AND SET IN THE TOP
 MJ0436'OF A CONCRETE POST.
 MJ0436
 MJ0436                          STATION RECOVERY (1976)
 MJ0436
 MJ0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MJ0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0782 ***********************************************************************
 LD0782  DESIGNATION -  W BURLING MIDWEST BISCUIT TK
 LD0782  PID         -  LD0782
 LD0782  STATE/COUNTY-  IA/DES MOINES
 LD0782  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0782
 LD0782                         *CURRENT SURVEY CONTROL
 LD0782  ___________________________________________________________________
 LD0782* NAD 83(1996)-  40 49 38.38043(N)    091 09 09.10673(W)     ADJUSTED  
 LD0782* NAVD 88     -                                                        
 LD0782  ___________________________________________________________________
 LD0782  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 LD0782  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0782
 LD0782  HORZ ORDER  -  THIRD
 LD0782
 LD0782.The horizontal coordinates were established by classical geodetic methods
 LD0782.and adjusted by the National Geodetic Survey in May 1999..
 LD0782
 LD0782
 LD0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0782
 LD0782.The geoid height was determined by GEOID03.
 LD0782
 LD0782;                    North         East     Units Scale Factor Converg.
 LD0782;SPC IA S     -    94,545.083   697,989.313   MT  0.99996950   +1 32 46.6
 LD0782;SPC IL W     -   462,318.789   616,842.434   MT  1.00002626   -0 38 40.5
 LD0782;SPC IL W     - 1,516,790.89  2,023,757.22   sFT  1.00002626   -0 38 40.5
 LD0782;UTM  15      - 4,521,231.441   655,783.839   MT  0.99989871   +1 12 29.1
 LD0782
 LD0782                          SUPERSEDED SURVEY CONTROL
 LD0782
 LD0782  NAD 83(1986)-  40 49 38.38332(N)    091 09 09.11019(W) AD(       ) 4
 LD0782  NAD 27      -  40 49 38.24000(N)    091 09 08.58600(W) AD(       ) 3
 LD0782
 LD0782.Superseded values are not recommended for survey control.
 LD0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0782.See file dsdata.txt to determine how the superseded data were derived.
 LD0782
 LD0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5578421231(NAD 83)
 LD0782_MARKER: 53 = ELEVATED TANK
 LD0782
 LD0782  HISTORY     - Date     Condition        Report By
 LD0782  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0782  HISTORY     - 1963     GOOD             CGS
 LD0782
 LD0782                          STATION DESCRIPTION
 LD0782
 LD0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0782'STATION IS LOCATED IN WEST BURLINGTON ABOUT 500 FEET NORTH
 LD0782'OF U.S. HIGHWAY 34 ON THE PROPERTY OF THE MIDWEST BISCUIT
 LD0782'COMPANY.  IT IS A METAL TANK, PAINTED SILVER SUPPORTED BY
 LD0782'FOUR STEEL LEGS, AND IS ABOUT 110 FEET IN HEIGHT.  THE BALL
 LD0782'ON TOP OF THE TANK WAS INTERSECTED.
 LD0782
 LD0782                          STATION RECOVERY (1963)
 LD0782
 LD0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 LD0782'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0779 ***********************************************************************
 LD0779  DESIGNATION -  W BURLINGTON CBQ RR SHOP STK
 LD0779  PID         -  LD0779
 LD0779  STATE/COUNTY-  IA/DES MOINES
 LD0779  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0779
 LD0779                         *CURRENT SURVEY CONTROL
 LD0779  ___________________________________________________________________
 LD0779* NAD 83(1996)-  40 49 48.70734(N)    091 09 33.69319(W)     ADJUSTED  
 LD0779* NAVD 88     -                                                        
 LD0779  ___________________________________________________________________
 LD0779  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 LD0779  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0779
 LD0779  HORZ ORDER  -  THIRD
 LD0779
 LD0779.The horizontal coordinates were established by classical geodetic methods
 LD0779.and adjusted by the National Geodetic Survey in May 1999..
 LD0779
 LD0779
 LD0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0779
 LD0779.The geoid height was determined by GEOID03.
 LD0779
 LD0779;                    North         East     Units Scale Factor Converg.
 LD0779;SPC IA S     -    94,847.994   697,404.865   MT  0.99996918   +1 32 30.4
 LD0779;SPC IL W     -   462,643.839   616,269.960   MT  1.00002744   -0 38 56.7
 LD0779;SPC IL W     - 1,517,857.33  2,021,879.03   sFT  1.00002744   -0 38 56.7
 LD0779;UTM  15      - 4,521,537.774   655,201.231   MT  0.99989648   +1 12 13.3
 LD0779
 LD0779                          SUPERSEDED SURVEY CONTROL
 LD0779
 LD0779  NAD 83(1986)-  40 49 48.71033(N)    091 09 33.69677(W) AD(       ) 4
 LD0779  NAD 27      -  40 49 48.56800(N)    091 09 33.17300(W) AD(       ) 3
 LD0779
 LD0779.Superseded values are not recommended for survey control.
 LD0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0779.See file dsdata.txt to determine how the superseded data were derived.
 LD0779
 LD0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5520121538(NAD 83)
 LD0779_MARKER: 63 = STACK
 LD0779
 LD0779  HISTORY     - Date     Condition        Report By
 LD0779  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0779  HISTORY     - 1963     GOOD             CGS
 LD0779
 LD0779                          STATION DESCRIPTION
 LD0779
 LD0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0779'STATION IS LOCATED IN WEST BURLINGTON ABOUT 0.1 MILE NORTH
 LD0779'OF U.S. HIGHWAY 34.  IT IS A STACK THAT IS CONSTRUCTED OF
 LD0779'RED BRICK AND IS ABOUT 70 FEET IN HEIGHT AND ABOUT 5 FEET
 LD0779'SQUARE.  THE TOP OF THE STACK WAS INTERSECTED.
 LD0779
 LD0779                          STATION RECOVERY (1963)
 LD0779
 LD0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 LD0779'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0788 ***********************************************************************
 LD0788  DESIGNATION -  W BURLINGTON CO HOME TANK
 LD0788  PID         -  LD0788
 LD0788  STATE/COUNTY-  IA/DES MOINES
 LD0788  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0788
 LD0788                         *CURRENT SURVEY CONTROL
 LD0788  ___________________________________________________________________
 LD0788* NAD 83(1996)-  40 50 18.36350(N)    091 11 34.16577(W)     ADJUSTED  
 LD0788* NAVD 88     -                                                        
 LD0788  ___________________________________________________________________
 LD0788  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 LD0788  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LD0788
 LD0788  HORZ ORDER  -  THIRD
 LD0788
 LD0788.The horizontal coordinates were established by classical geodetic methods
 LD0788.and adjusted by the National Geodetic Survey in May 1999..
 LD0788
 LD0788
 LD0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0788
 LD0788.The geoid height was determined by GEOID03.
 LD0788
 LD0788;                    North         East     Units Scale Factor Converg.
 LD0788;SPC IA S     -    95,687.055   694,558.934   MT  0.99996826   +1 31 11.1
 LD0788;SPC IL W     -   463,591.140   613,458.011   MT  1.00003333   -0 40 15.9
 LD0788;SPC IL W     - 1,520,965.27  2,012,653.49   sFT  1.00003333   -0 40 15.9
 LD0788;UTM  15      - 4,522,393.539   652,360.518   MT  0.99988572   +1 10 55.2
 LD0788
 LD0788                          SUPERSEDED SURVEY CONTROL
 LD0788
 LD0788  NAD 83(1986)-  40 50 18.36691(N)    091 11 34.17029(W) AD(       ) 4
 LD0788  NAD 27      -  40 50 18.22700(N)    091 11 33.64500(W) AD(       ) 3
 LD0788
 LD0788.Superseded values are not recommended for survey control.
 LD0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0788.See file dsdata.txt to determine how the superseded data were derived.
 LD0788
 LD0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5236122394(NAD 83)
 LD0788_MARKER: 53 = ELEVATED TANK
 LD0788
 LD0788  HISTORY     - Date     Condition        Report By
 LD0788  HISTORY     - 1955     FIRST OBSERVED   CGS
 LD0788
 LD0788                          STATION DESCRIPTION
 LD0788
 LD0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0788'STATION IS LOCATED ABOUT 1.0 MILE NORTH OF WEST BURLINGTON,
 LD0788'2.0 MILES WEST OF BURLINGTON AT THE DES MOINES COUNTY HOME.
 LD0788'IT IS A METAL TANK THAT IS ABOUT 100 FEET IN HEIGHT AND SILVER
 LD0788'COLORED THAT IS SUPPORTED BY FOUR STRUCTURAL STEEL LEGS.  DES
 LD0788'MOINES COUNTY HOME PAINTED IN LARGE BLACK LETTERS IS ON THE
 LD0788'SIDE OF THE TANK.  THE TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0796 ***********************************************************************
 NJ0796  DESIGNATION -  WADENA
 NJ0796  PID         -  NJ0796
 NJ0796  STATE/COUNTY-  IA/FAYETTE
 NJ0796  USGS QUAD   -  WADENA (1965)
 NJ0796
 NJ0796                         *CURRENT SURVEY CONTROL
 NJ0796  ___________________________________________________________________
 NJ0796* NAD 83(1996)-  42 49 24.25209(N)    091 41 35.45905(W)     ADJUSTED  
 NJ0796* NAVD 88     -       356.     (meters)    1168.     (feet)  SCALED    
 NJ0796  ___________________________________________________________________
 NJ0796  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 NJ0796  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 NJ0796
 NJ0796  HORZ ORDER  -  THIRD
 NJ0796
 NJ0796.The horizontal coordinates were established by classical geodetic methods
 NJ0796.and adjusted by the National Geodetic Survey in May 1999..
 NJ0796
 NJ0796.The orthometric height was scaled from a topographic map.
 NJ0796
 NJ0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0796
 NJ0796.The geoid height was determined by GEOID03.
 NJ0796
 NJ0796;                    North         East     Units Scale Factor Converg.
 NJ0796;SPC IA N     - 1,148,578.583 1,647,732.054   MT  0.99994905   +1 13 28.4
 NJ0796;UTM  15      - 4,742,032.485   606,821.754   MT  0.99974038   +0 53 18.2
 NJ0796
 NJ0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0796!SPC IA N     -   0.99994898  x   0.99994905  =   0.99989803
 NJ0796!UTM  15      -   0.99994898  x   0.99974038  =   0.99968937
 NJ0796
 NJ0796|---------------------------------------------------------------------|
 NJ0796| PID    Reference Object                     Distance      Geod. Az  |
 NJ0796|                                                           dddmmss.s |
 NJ0796| CI7289 WADENA RM 1                          11.243 METERS 07507     |
 NJ0796| CI7287 WADENA AZ MK                                       0775952.0 |
 NJ0796| CI7288 WADENA AZ MK 2                                     0785547.6 |
 NJ0796| CI7292 WADENA RM 4                          31.029 METERS 15258     |
 NJ0796| CI7290 WADENA RM 2                          21.141 METERS 18825     |
 NJ0796| CI7293 WADENA RM 5                          23.603 METERS 25510     |
 NJ0796| CI7291 WADENA RM 3                          11.094 METERS 25751     |
 NJ0796|---------------------------------------------------------------------|
 NJ0796
 NJ0796                          SUPERSEDED SURVEY CONTROL
 NJ0796
 NJ0796  NAD 83(1996)-  42 49 24.25201(N)    091 41 35.45862(W) AD(       ) 3
 NJ0796  NAD 83(1986)-  42 49 24.24183(N)    091 41 35.45849(W) AD(       ) 3
 NJ0796  NAD 27      -  42 49 24.31360(N)    091 41 34.89620(W) AD(       ) 3
 NJ0796
 NJ0796.Superseded values are not recommended for survey control.
 NJ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0796.See file dsdata.txt to determine how the superseded data were derived.
 NJ0796
 NJ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0682242032(NAD 83)
 NJ0796_MARKER: DS = TRIANGULATION STATION DISK
 NJ0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0796
 NJ0796  HISTORY     - Date     Condition        Report By
 NJ0796  HISTORY     - 1961     MONUMENTED       CGS
 NJ0796  HISTORY     - 1966     GOOD             CGS
 NJ0796  HISTORY     - 1967     GOOD             CGS
 NJ0796
 NJ0796                          STATION DESCRIPTION
 NJ0796
 NJ0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0796'THE STATION IS ABOUT 5-1/2 MILES NORTH OF ARLINGTON, ABOUT
 NJ0796'2-1/4 MILES SOUTHWEST OF WADENA, IN THE CENTER OF SECTION
 NJ0796'32, T 93 N, R 7 W. AND ON THE ROAD RIGHT-OF-WAY.  IT IS 2
 NJ0796'FEET SOUTH OF A WIRE FENCE, 4 FEET WEST OF A TELEPHONE POLE
 NJ0796'AND 146 FEET NORTHEAST OF A T-ROAD INTERSECTION.  THE MONUMENT
 NJ0796'PROJECTS 5 INCHES AND THE DISK IS STAMPED WADENA 1961.
 NJ0796'
 NJ0796'TO REACH THE STATION FROM THE POST OFFICE IN WADENA, GO SOUTH
 NJ0796'ON A PAVED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT.  CONTINUE
 NJ0796'SOUTHWEST ON THE PAVED ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT.
 NJ0796'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.35 MILES TO
 NJ0796'THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE GRAVELED ROAD
 NJ0796'FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 NJ0796'
 NJ0796'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A WIRE FENCE, 8 FEET
 NJ0796'WEST OF A TELEPHONE POLE, 32 FEET NORTH OF THE CENTERLINE OF
 NJ0796'THE GRAVELED ROAD AND 40 FEET EAST OF THE WITNESS POST.  THE
 NJ0796'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED WADENA NO
 NJ0796'1 1961.
 NJ0796'
 NJ0796'REFERENCE MARK 2 IS 1 FOOT NORTH OF A WIRE FENCE, 34 FEET
 NJ0796'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 70 FEET
 NJ0796'SOUTH OF THE WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES
 NJ0796'AND THE DISK IS STAMPED WADENA NO 2 1961.
 NJ0796'
 NJ0796'THE AZIMUTH MARK IS 1 FOOT NORTH OF A WIRE FENCE, 2 FEET WEST
 NJ0796'OF A WITNESS POST, 4 FEET SOUTHWEST OF A POWER POLE AND 33 FEET
 NJ0796'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT
 NJ0796'PROJECTS 5 INCHES AND THE DISK IS STAMPED WADENA 1961.
 NJ0796'
 NJ0796'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NJ0796
 NJ0796                          STATION RECOVERY (1966)
 NJ0796
 NJ0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NJ0796'THE STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN
 NJ0796'GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN REMOVED BY THE
 NJ0796'HIGHWAY DEPARTMENT BUT THE POSITION COULD BE DETERMINED AS THEY
 NJ0796'HAD SET CROSS-REFERENCES.  THE ORIGINAL POSITION WAS DETERMINED,
 NJ0796'THAN A NEW MARK WAS ESTABLISHED FROM THIS POINT.  ACCORDING
 NJ0796'TO THE HIGHWAY DEPARTMENT R.M. NO. 2 WAS IN DANGER OF BEING
 NJ0796'DESTROYED BY FUTURE ROAD CONSTRUCTION.  A NEW MARK WAS SET
 NJ0796'AND R.M. NO. 2 WAS DESTROYED.
 NJ0796'
 NJ0796'TO REACH FROM WADENA, FROM THE POST OFFICE, GO SOUTH ON
 NJ0796'SURFACED ROAD FOR 0.5 MILE TO FORKS, TAKE RIGHT FORK AND
 NJ0796'CONTINUE FOR 0.6 MILE TO A SIDE ROAD RIGHT, TURN RIGHT FOR
 NJ0796'1.35 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST FOR
 NJ0796'0.4 MILE TO STATION ON THE RIGHT.
 NJ0796'
 NJ0796'THE STATION MARK WILL BE ABOUT 52.5 FEET NORTH OF THE CENTERLINE
 NJ0796'OF THE NEW ROAD, ABOUT 150 FEET NORTHEAST OF A ROAD INTERSECTION
 NJ0796'AND 2 FEET SOUTH OF RIGHT OF WAY FENCE.
 NJ0796'
 NJ0796'R.M. NO. 1 WILL BE ABOUT 52.5 FEET NORTH OF THE CENTERLINE OF
 NJ0796'THE NEW ROAD.
 NJ0796'
 NJ0796'R.M. NO. 3 IS 81 FEET EAST OF A FENCE CORNER, 52.5 FEET NORTH
 NJ0796'OF THE CENTERLINE OF THE NEW ROAD AND 1 FOOT SOUTH OF RIGHT OF
 NJ0796'WAY FENCE.  MARK PROJECTS 2 INCHES AND DISK IS STAMPED WADENA
 NJ0796'NO 3 1961 1966.
 NJ0796'
 NJ0796'THE AZIMUTH MARK IS ACROSS THE ROAD FROM A WHITE HOUSE, 50.5
 NJ0796'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A POWER
 NJ0796'POLE WITH TRANSFORMER AND 1 FOOT WEST OF A METAL WITNESS POST.
 NJ0796'MARK PROJECTS 6 INCHES AND DISK IS STAMPED WADENA 1961 AZ 2 1966.
 NJ0796'
 NJ0796'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/4 MILES
 NJ0796'SOUTHWEST OF WADENA
 NJ0796
 NJ0796                          STATION RECOVERY (1967)
 NJ0796
 NJ0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NJ0796'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 NJ0796'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS RECOVERED BUT IN THE
 NJ0796'WAY OF ROAD CONSTRUCTION AND HAD TO BE MOVED.  REFERENCE MARK
 NJ0796'NO. 3 WAS FOUND DISPLACED.
 NJ0796'
 NJ0796'A PORTABLE WATER TANK OBSTRUCTED THE LINE OF SIGHT TO THE
 NJ0796'AZIMUTH MARK.
 NJ0796'
 NJ0796'REFERENCE MARK NO. 4 AND REFERENCE MARK NO. 5 WERE SET.
 NJ0796'
 NJ0796'FOLLOWING IS A NEW DESCRIPTION.
 NJ0796'
 NJ0796'TO REACH THE STATION FROM THE POST OFFICE IN WADENA, GO SOUTH
 NJ0796'ON A SURFACED ROAD FOR 0.5 MILE TO A ROAD FORK.  TAKE THE
 NJ0796'RIGHT FORK AND CONTINUE SOUTH OF THE SURFACED ROAD FOR 0.5 MILE
 NJ0796'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON A
 NJ0796'GRAVELED ROAD FOR 1.3 MILES TO A HOUSE ON THE RIGHT AND THE
 NJ0796'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE GRAVELED ROAD
 NJ0796'FOR 0.4 MILE TO A T-ROAD LEADING NORTH AND THE STATION ON THE
 NJ0796'RIGHT.
 NJ0796'
 NJ0796'STATION MARK, A STANDARD DISK STAMPED WADENA 1961, IS SET IN
 NJ0796'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.
 NJ0796'IT IS 124 FEET EAST OF A NORTH-SOUTH ROAD, 52 FEET NORTH OF THE
 NJ0796'CENTER OF AN EAST-WEST ROAD, 1.5 FEET WEST OF A METAL WITNESS
 NJ0796'POST, AND 1 FOOT NORTH OF A FENCE.  THE UNDERGROUND DISK WAS
 NJ0796'NOT INSPECTED.
 NJ0796'
 NJ0796'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED WADENA 1961 NO.
 NJ0796'4 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 NJ0796'WITH THE SURFACE OF THE GROUND.  IT IS 49 FEET SOUTH OF THE
 NJ0796'CENTER OF THE EAST-WEST ROAD, 10 FEET WEST OF THE CENTER OF A
 NJ0796'FIELD ENTRANCE, 2 FEET WEST OF WEST GATE POST, AND 1 FOOT
 NJ0796'NORTH OF A FENCE.
 NJ0796'
 NJ0796'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED WADENA 1961 NO. 5
 NJ0796'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 NJ0796'WITH THE SURFACE OF THE GROUND.  IT IS 49 FEET NORTH OF THE
 NJ0796'CENTER OF THE EAST-WEST ROAD, 47 FEET EAST OF THE NORTH-SOUTH
 NJ0796'ROAD, AND 2 FEET EAST-SOUTHEAST OF A CORNER FENCE POST.
 NJ0796'
 NJ0796'AZIMUTH MARK, A STANDARD DISK STAMPED WADENA 1961 AZ. 2 1966,
 NJ0796'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 NJ0796'INCHES.  IT IS 52 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 NJ0796'ROAD, 2 FEET EAST OF A POWERLINE POLE WITH A TRANSFORMER, 1.5
 NJ0796'FEET EAST OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF A
 NJ0796'FENCE.
 NJ0796'
 NJ0796'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/4 MILES
 NJ0796'SOUTHWEST OF WADENA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0745 ***********************************************************************
 NJ0745  DESIGNATION -  WAGNER
 NJ0745  PID         -  NJ0745
 NJ0745  STATE/COUNTY-  IA/CLAYTON
 NJ0745  USGS QUAD   -  SAINT OLAF (1965)
 NJ0745
 NJ0745                         *CURRENT SURVEY CONTROL
 NJ0745  ___________________________________________________________________
 NJ0745* NAD 83(1996)-  42 56 17.32737(N)    091 25 51.30762(W)     ADJUSTED  
 NJ0745* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 NJ0745  ___________________________________________________________________
 NJ0745  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 NJ0745  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 NJ0745
 NJ0745  HORZ ORDER  -  SECOND
 NJ0745
 NJ0745.The horizontal coordinates were established by classical geodetic methods
 NJ0745.and adjusted by the National Geodetic Survey in May 1999..
 NJ0745
 NJ0745.The orthometric height was scaled from a topographic map.
 NJ0745
 NJ0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0745
 NJ0745.The geoid height was determined by GEOID03.
 NJ0745
 NJ0745;                    North         East     Units Scale Factor Converg.
 NJ0745;SPC IA N     - 1,161,812.586 1,668,859.812   MT  0.99995649   +1 24 08.3
 NJ0745;UTM  15      - 4,755,140.414   628,022.615   MT  0.99980163   +1 04 08.5
 NJ0745
 NJ0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0745!SPC IA N     -   0.99995185  x   0.99995649  =   0.99990834
 NJ0745!UTM  15      -   0.99995185  x   0.99980163  =   0.99975349
 NJ0745
 NJ0745|---------------------------------------------------------------------|
 NJ0745| PID    Reference Object                     Distance      Geod. Az  |
 NJ0745|                                                           dddmmss.s |
 NJ0745| CI7295 WAGNER RM 1                          23.433 METERS 07632     |
 NJ0745| CI7296 WAGNER RM 2                          18.169 METERS 18105     |
 NJ0745| CI7294 WAGNER AZ MK                                       2362612.1 |
 NJ0745|---------------------------------------------------------------------|
 NJ0745
 NJ0745                          SUPERSEDED SURVEY CONTROL
 NJ0745
 NJ0745  NAD 83(1996)-  42 56 17.32731(N)    091 25 51.30745(W) AD(       ) 2
 NJ0745  NAD 83(1986)-  42 56 17.31812(N)    091 25 51.30636(W) AD(       ) 2
 NJ0745  NAD 27      -  42 56 17.37380(N)    091 25 50.80250(W) AD(       ) 2
 NJ0745
 NJ0745.Superseded values are not recommended for survey control.
 NJ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0745.See file dsdata.txt to determine how the superseded data were derived.
 NJ0745
 NJ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2802355140(NAD 83)
 NJ0745_MARKER: DS = TRIANGULATION STATION DISK
 NJ0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0745
 NJ0745  HISTORY     - Date     Condition        Report By
 NJ0745  HISTORY     - 1961     MONUMENTED       CGS
 NJ0745
 NJ0745                          STATION DESCRIPTION
 NJ0745
 NJ0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0745'THE STATION IS ABOUT 6 MILES NORTH OF ELKADER, 3-1/2 MILES
 NJ0745'SOUTHWEST OF FARMERSBURG, IN THE SE 1/4 OF SEC. 21, T-94-N,
 NJ0745'R-5-W, AND ON THE PROPERTY OF MR. HAROLD IHDE.  IT IS 101
 NJ0745'FEET NORTH OF THE NORTHWEST CORNER OF A FRAME BUILDING, 61
 NJ0745'FEET EAST OF THE INTERSECTION OF A GRAVELED ROAD AND A DRIVEWAY
 NJ0745'EAST, 17 EAST OF A 12 INCH PINE TREE, 13 FEET SOUTHWEST OF
 NJ0745'THE SOUTHWEST CORNER OF AN IMPLEMENT SHED AND 1 FOOT NORTHWEST
 NJ0745'OF A WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 NJ0745'DISK IS STAMPED WAGNER 1961.
 NJ0745'
 NJ0745'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FARMERSBURG,
 NJ0745'GO SOUTH FOR 0.1 MILE TO A PAVED CROSS STREET.  TURN RIGHT AND
 NJ0745'GO WEST ON THE STREET FOR 0.1 MILE TO A SMALL STEEL BRIDGE.
 NJ0745'CROSS THE BRIDGE AND GO WEST ON THE GRAVELED ROAD FOR 1.15
 NJ0745'MILES TO A SIDE ROAD RIGHT.  CONTINUE WEST ON THE GRAVELED
 NJ0745'ROAD FOR 3.15 MILES TO A GRAVELED CROSSROAD.  TURN LEFT AND
 NJ0745'GO SOUTH ON THE GRAVELED ROAD FOR 0.8 MILE TO THE STATION ON
 NJ0745'THE LEFT.
 NJ0745'
 NJ0745'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 NJ0745'GRAVELED ROAD FOR 0.2 MILE TO A GRAVELED CROSSROAD.  TURN
 NJ0745'RIGHT AND GO WEST ON THE GRAVELED ROAD FOR 0.3 MILE TO THE
 NJ0745'AZIMUTH MARK ON THE LEFT.
 NJ0745'
 NJ0745'REFERENCE MARK 1 IS 45 FEET NORTHEAST OF THE SOUTHEAST CORNER
 NJ0745'OF THE IMPLEMENT SHED AND 38 FEET NORTH OF THE CENTERLINE OF
 NJ0745'THE DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NJ0745'WAGNER NO 1 1961.
 NJ0745'
 NJ0745'REFERENCE MARK 2 IS 48 FEET NORTHWEST OF THE NORTHWEST CORNER
 NJ0745'OF THE HOUSE, 40 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY
 NJ0745'AND 1 FOOT EAST OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE
 NJ0745'DISK IS STAMPED WAGNER NO 2 1961.
 NJ0745'
 NJ0745'THE AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTERLINE OF THE
 NJ0745'ROAD, 11 FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 1
 NJ0745'FOOT EAST OF A WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 NJ0745'THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED WAGNER
 NJ0745'1961.
 NJ0745'
 NJ0745'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1305 ***********************************************************************
 LF1305  DESIGNATION -  WAKE
 LF1305  PID         -  LF1305
 LF1305  STATE/COUNTY-  IA/TAYLOR
 LF1305  USGS QUAD   -  SHERIDAN (1980)
 LF1305
 LF1305                         *CURRENT SURVEY CONTROL
 LF1305  ___________________________________________________________________
 LF1305* NAD 83(1996)-  40 34 54.56406(N)    094 35 56.58798(W)     ADJUSTED  
 LF1305* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 LF1305  ___________________________________________________________________
 LF1305  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 LF1305  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 LF1305
 LF1305  HORZ ORDER  -  FIRST
 LF1305
 LF1305.The horizontal coordinates were established by classical geodetic methods
 LF1305.and adjusted by the National Geodetic Survey in May 1999..
 LF1305
 LF1305.The orthometric height was scaled from a topographic map.
 LF1305
 LF1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1305
 LF1305.The geoid height was determined by GEOID03.
 LF1305
 LF1305;                    North         East     Units Scale Factor Converg.
 LF1305;SPC IA S     -    65,198.672   406,950.975   MT  1.00000633   -0 43 26.2
 LF1305;SPC MO W     -   490,074.620   841,614.268   MT  0.99994204   -0 03 52.0
 LF1305;UTM  15      - 4,493,565.860   364,668.162   MT  0.99982544   -1 02 25.4
 LF1305
 LF1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1305!SPC IA S     -   0.99994512  x   1.00000633  =   0.99995145
 LF1305!SPC MO W     -   0.99994512  x   0.99994204  =   0.99988717
 LF1305!UTM  15      -   0.99994512  x   0.99982544  =   0.99977057
 LF1305
 LF1305|---------------------------------------------------------------------|
 LF1305| PID    Reference Object                     Distance      Geod. Az  |
 LF1305|                                                           dddmmss.s |
 LF1305| CL7803 WAKE RM 1                            39.688 METERS 05953     |
 LF1305| LF1264 GRANT CITY MUNICIPAL TANK           APPROX.18.9 KM 1241009.3 |
 LF1305| LF1306 ROWE RESET                          APPROX. 4.2 KM 2535359.0 |
 LF1305| LF1316 HOPKINS MUNICIPAL TANK              APPROX.18.4 KM 2592955.9 |
 LF1305| LF1311 BEDFORD MUNICIPAL STANDPIPE         APPROX.14.5 KM 3100910.4 |
 LF1305| CL7802 WAKE AZ MK                                         3115146.7 |
 LF1305| CL7804 WAKE RM 2                            25.390 METERS 32106     |
 LF1305|---------------------------------------------------------------------|
 LF1305
 LF1305                          SUPERSEDED SURVEY CONTROL
 LF1305
 LF1305  NAD 83(1986)-  40 34 54.56691(N)    094 35 56.60406(W) AD(       ) 1
 LF1305  NAD 27      -  40 34 54.60800(N)    094 35 55.73800(W) AD(       ) 1
 LF1305
 LF1305.Superseded values are not recommended for survey control.
 LF1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1305.See file dsdata.txt to determine how the superseded data were derived.
 LF1305
 LF1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE6466893566(NAD 83)
 LF1305_MARKER: DS = TRIANGULATION STATION DISK
 LF1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1305
 LF1305  HISTORY     - Date     Condition        Report By
 LF1305  HISTORY     - 1934     MONUMENTED       CGS
 LF1305  HISTORY     - 1943     GOOD             CGS
 LF1305  HISTORY     - 1965     GOOD             CGS
 LF1305
 LF1305                          STATION DESCRIPTION
 LF1305
 LF1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1305'THIS STATION IS ABOUT 5 MILES N OF SHERIDAN, IN THE NW 1/4
 LF1305'SECTION 25, T 67 N, R 33 W, IN MR. DACK MILLERS FARMYARD.  THE
 LF1305'MARK IS 39 FEET S OF THE CENTER LINE OF AN E-W SECTION LINE ROAD,
 LF1305'183 FEET N OF THE NE CORNER OF THE BARN, 77.5 FEET NE OF THE NE
 LF1305'CORNER OF THE FARMHOUSE, 63 FEET ENE OF A WELL, AND IS SET
 LF1305'FLUSH.  THE ROAD IS TAYLOR COUNTY ROUTE K.
 LF1305'
 LF1305'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LF1305'BRONZE DISKS SET IN CONCRETE.
 LF1305'
 LF1305'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 1/2 FOOT S OF THE
 LF1305'N RIGHT-OF-WAY FENCE OF THE ROAD, 3 FEET W OF THE RANGE OF THE
 LF1305'W SIDE OF A HOG HOUSE, 164.89 FEET E OF REFERENCE MARK NO. 2,
 LF1305'AND PROJECTS 2 INCHES.
 LF1305'
 LF1305'REFERENCE MARK NO. 2 IS NW OF THE STATION, 1/2 FOOT S OF THE
 LF1305'N RIGHT-OF-WAY FENCE, 5 FEET E OF THE RANGE OF THE E SIDE OF
 LF1305'THE HOUSE, AND PROJECTS 3 INCHES.
 LF1305'
 LF1305'AZIMUTH MARK IS NW OF THE STATION, 1/2 FOOT E OF THE W
 LF1305'RIGHT-OF-WAY FENCE OF A NS ROAD, 0.25 MILE N OF A T-INTERSECTION,
 LF1305'140 YARDS S OF THE SUMMIT OF A HILL, AND PROJECTS 3 INCHES.
 LF1305'
 LF1305'TO REACH FROM SHERIDAN, GO N FROM THE NE CORNER OF THE SQUARE
 LF1305'0.35 MILE, TURN W, GO 0.3 MILE, TURN N 2-1/2 MILES, TURN W,
 LF1305'GO 1/4 MILE, TURN N, GO 0.75 MILE, TURN E ON STATE LINE ROAD,
 LF1305'GO 1 MILE, TURN N, GO 0.75 MILE, TURN E ON COUNTY ROUTE K, AND
 LF1305'GO 0.3 MILE TO THE STATION ON THE S SIDE OF THE ROAD.
 LF1305'
 LF1305'ALL LIGHTS COME INTO VIEW AT 25 FEET.
 LF1305
 LF1305                          STATION RECOVERY (1943)
 LF1305
 LF1305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CDH)
 LF1305'THE STATION MARK WAS NOT FOUND.  A REFERENCE MARK DISK STAMPED
 LF1305'WAKE NO 1 1934 WAS FOUND IN THE FENCE LINE ON THE NORTH SIDE OF
 LF1305'THE ROAD.  TO REACH FROM THE CORNER OF SULLIVANS SURVEY OF 1816,
 LF1305'HENDERSHOTT-MINOR MONUMENT OF 1850 LOCATED ON THE IOWA-MISSOURI
 LF1305'LINE ABOUT 4 MILES NW OF SHERIDAN, MISSOURI, GO 0.2 MILE W TO
 LF1305'A LANE, TURN N INTO TAYLOR COUNTY, IOWA FOR 0.75 MILE, TURN E
 LF1305'0.3 MILE TO MARK ON LEFT.
 LF1305'
 LF1305'0.25 MILE N OF THE LAST MENTIONED TURN ON THE CREST OF A HILL
 LF1305'WAS ANOTHER REFERENCE MARKER STAMPED WAKE AZIMUTH 1934, SET IN
 LF1305'THE END OF A ROUGH BLADE OF CEMENT 1 FT. X 1 FT. X 2 FT.,
 LF1305'APPARENTLY ORIGINALLY PLACED IN THE FENCE ROW ON THE WEST SIDE OF
 LF1305'THE ROAD, BUT DISPLACED BY EROSION OR VANDALISM AND IS NOW
 LF1305'LYING IN THE ROADSIDE DITCH.
 LF1305'
 LF1305'THE HENDERSHOTT-MINOR MONUMENT OF 1850 ROUGHLY 0.7 MILE S AND
 LF1305'0.1 MILE W OF STATION WAKE IS A SLIGHTLY RUSTED, TIME-WORN MUCH
 LF1305'WEATHERED OBELISK OF CAST IRON 8 INCHES SQUARE AT THE TOP, 17
 LF1305'INCHES ABOVE GROUND, ORIGINALLY REPORTED TO BE 4 FOOT LONG AND
 LF1305'WEIGHS 1500 LBS.  JUST BELOW THE TOP ON THE SOUTH FACE IS
 LF1305'BLOCK-LETTERED MISSOURI, ON THE NORTH FACE IOWA AND ON THE EAST
 LF1305'FACE STATE LINE.  A PUBLIC COUNTRY LANE STRADDLES THE STATE
 LF1305'LINE HERE AND THIS MONUMENT IS IN THIS ROADWAY HALFWAY DOWN THE
 LF1305'SOUTHEAST FACE OF ONE OF THE ORDINARY HILLS OR RIDGES.
 LF1305'THIS MONUMENT RELOCATED THE CORNER OF SULLIVANS SURVEY,
 LF1305'1816, OF THE OSAGE INDIAN PURCHASE, 100 MILES N OF THE MOUTH
 LF1305'OF KAW (KANSAS) RIVER AND BY ACT OF CONGRESS AND DECISION OF
 LF1305'U.S. SUPREME COURT WAS ESTABLISHED AS A BASE OF THE WHOLE 211
 LF1305'MILES OF THE MISSOURI-IOWA BOUNDARY.
 LF1305
 LF1305                          STATION RECOVERY (1965)
 LF1305
 LF1305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 LF1305'STATION RECOVERED AND THE ONLY MARK FOUND WAS THE STATION MARK.
 LF1305'SOME OF THE TOP OF THE STATION MARK HAD BEEN BROKEN OFF AND THE
 LF1305'DISK WAS PROJECTING ABOUT 2 INCHES ABOVE THE CONCRETE.  THE
 LF1305'STATION MARK WAS REPAIRED AT ITS PRESENT LOCATION.
 LF1305'
 LF1305'BOTH OF THE REFERENCE MARKS AND THE AZIMUTH MARK HAD BEEN
 LF1305'DESTROYED BY ROAD CONSTRUCTION.  TWO REFERENCE MARKS WERE
 LF1305'ESTABLISHED AT THIS TIME BUT THE AZIMUTH MARK WAS NOT RESET
 LF1305'AS NO OBJECTS WERE VISIBLE FROM THE GROUND.
 LF1305'
 LF1305'THE STATION IS NEAR A VACANT FARMHOUSE AND THE STATION MARK IS
 LF1305'63.5 FEET NORTHEAST OF A PUMP, 44 FEET SOUTH OF THE CENTERLINE
 LF1305'OF THE ROAD, 21 FEET SOUTHEAST OF EAST GATE POST OF WIRE GATE
 LF1305'LEADING TO FARMYARD AND 10.5 FEET SOUTH OF RIGHT-OF-WAY FENCE
 LF1305'AND METAL WITNESS POST IN FENCE LINE.  MARK PROJECTS ABOUT 2
 LF1305'INCHES.
 LF1305'
 LF1305'R.M. NO. 3 IS EAST-NORTHEAST OF THE STATION, 35 FEET SOUTH OF THE
 LF1305'CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 LF1305'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED WAKE
 LF1305'NO 3 1934.
 LF1305'
 LF1305'R.M. NO. 4 IS NORTH-NORTHWEST OF THE STATION, 30 FEET NORTH OF
 LF1305'THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTHEAST OF A BRACE POST
 LF1305'IN RIGHT-OF-WAY FENCE.  MARK PROJECTS 4 INCHES AND THE DISK IS
 LF1305'STAMPED WAKE NO 4 1934.
 LF1305'
 LF1305'THE DESCRIPTION TO REACH THE STATION FROM SHERIDAN, MO., WAS NOT
 LF1305'CHECKED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0698 ***********************************************************************
 NJ0698  DESIGNATION -  WALKE RESET
 NJ0698  PID         -  NJ0698
 NJ0698  STATE/COUNTY-  IA/CLAYTON
 NJ0698  USGS QUAD   -  GARNAVILLO (1962)
 NJ0698
 NJ0698                         *CURRENT SURVEY CONTROL
 NJ0698  ___________________________________________________________________
 NJ0698* NAD 83(1996)-  42 47 20.04804(N)    091 10 38.31066(W)     ADJUSTED  
 NJ0698* NAVD 88     -       307.     (meters)    1007.     (feet)  SCALED    
 NJ0698  ___________________________________________________________________
 NJ0698  LAPLACE CORR-          -6.26  (seconds)                    DEFLEC99
 NJ0698  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 NJ0698
 NJ0698  HORZ ORDER  -  FIRST
 NJ0698
 NJ0698.The horizontal coordinates were established by classical geodetic methods
 NJ0698.and adjusted by the National Geodetic Survey in May 1999..
 NJ0698
 NJ0698.The orthometric height was scaled from a topographic map.
 NJ0698
 NJ0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0698
 NJ0698.The geoid height was determined by GEOID03.
 NJ0698
 NJ0698;                    North         East     Units Scale Factor Converg.
 NJ0698;SPC IA N     - 1,145,777.696 1,690,007.720   MT  0.99994760   +1 34 27.1
 NJ0698;SPC WI S     -    88,320.163   503,677.375   MT  0.99998926   -0 48 32.2
 NJ0698;SPC WI S     -   289,763.73  1,652,481.52   sFT  0.99998926   -0 48 32.2
 NJ0698;UTM  15      - 4,738,984.200   649,074.139   MT  0.99987341   +1 14 18.2
 NJ0698
 NJ0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0698!SPC IA N     -   0.99995679  x   0.99994760  =   0.99990440
 NJ0698!SPC WI S     -   0.99995679  x   0.99998926  =   0.99994605
 NJ0698!UTM  15      -   0.99995679  x   0.99987341  =   0.99983021
 NJ0698
 NJ0698|---------------------------------------------------------------------|
 NJ0698| PID    Reference Object                     Distance      Geod. Az  |
 NJ0698|                                                           dddmmss.s |
 NJ0698| CI7302 WALKE RM 1                           43.519 METERS 12514     |
 NJ0698| CI7305 WALKE RM 4                           17.628 METERS 22025     |
 NJ0698| CI7307 WALKE RM 6                           35.147 METERS 24302     |
 NJ0698| CI7303 WALKE RM 2                                         2521159.6 |
 NJ0698| NJ0701 GARNAVILLO ST PAULS EV LUTH CH      APPROX. 9.9 KM 3300426.1 |
 NJ0698| NJ0702 GARNAVILLO ST PETER EV LUTH CH      APPROX.10.2 KM 3302409.7 |
 NJ0698| NJ0697 GARNAVILLO MUNICIPAL TANK           APPROX.10.0 KM 3320211.6 |
 NJ0698| CI7306 WALKE RM 5                           39.563 METERS 33510     |
 NJ0698| CI7186 SPIRE CERES CHURCH                                 3470212.6 |
 NJ0698| CI7301 WALKE AZ MK                                        3471927.6 |
 NJ0698| CI7304 WALKE RM 3                           32.084 METERS 34844     |
 NJ0698|---------------------------------------------------------------------|
 NJ0698
 NJ0698                          SUPERSEDED SURVEY CONTROL
 NJ0698
 NJ0698  NAD 83(1996)-  42 47 20.04804(N)    091 10 38.31062(W) AD(       ) 1
 NJ0698  NAD 83(1996)-  42 47 20.04034(N)    091 10 38.30591(W) AD(       ) 1
 NJ0698  NAD 83(1986)-  42 47 20.03915(N)    091 10 38.30725(W) AD(       ) 1
 NJ0698  NAD 27      -  42 47 20.07200(N)    091 10 37.84310(W) AD(       ) 1
 NJ0698
 NJ0698.Superseded values are not recommended for survey control.
 NJ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0698.See file dsdata.txt to determine how the superseded data were derived.
 NJ0698
 NJ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4907438984(NAD 83)
 NJ0698_MARKER: DS = TRIANGULATION STATION DISK
 NJ0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0698
 NJ0698  HISTORY     - Date     Condition        Report By
 NJ0698  HISTORY     - 1931     MONUMENTED       CGS
 NJ0698  HISTORY     - 1934     GOOD             IAGS
 NJ0698  HISTORY     - 1935     GOOD             CGS
 NJ0698  HISTORY     - 1953     GOOD             USGS
 NJ0698  HISTORY     - 1961     GOOD             CGS
 NJ0698  HISTORY     - 1965     GOOD             CGS
 NJ0698
 NJ0698                          STATION DESCRIPTION
 NJ0698
 NJ0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 NJ0698'ABOUT 4 MILES DUE WEST OF GUTTENBERG ON GROUNDS OF THE WALKE
 NJ0698'SCHOOL
 NJ0698'
 NJ0698'REACHED FROM GUTTENBERG BY ROUTE 55 NORTH AND WEST 6.2 MILES TO
 NJ0698'A DIRT ROAD TURNING SOUTH AT A STUCCO HOUSE JUST SOUTH OF THE
 NJ0698'CERES CHURCH, TURN SOUTH ON DIRT ROAD 2-1/4 MILES TO THE
 NJ0698'WALKE SCHOOL IN NORTHWEST CORNER OF CROSSROADS.  CAN ALSO BE
 NJ0698'REACHED FROM GUTTENBERG BY ROUTE 55 SOUTH 0.8 MILE TO STANDARD
 NJ0698'OIL STATION, TURN WEST AND KEEP MAIN (LEFT) ROAD AT BRIDGE 100
 NJ0698'YARDS WEST, AND FOLLOW MAIN DIRT ROAD UP STEEP HILL AND ALONG
 NJ0698'TOP OF RIDGE, 4.8 MILES TO THE WALKE SCHOOL.
 NJ0698'
 NJ0698'STATION IS IN THE WEST SIDE OF THE SCHOOLYARD, 2.9 METERS SOUTH
 NJ0698'BY WEST OF THE SOUTHWEST CORNER OF SCHOOLHOUSE, 9.2 METERS
 NJ0698'WEST OF THE SOUTHEAST CORNER OF SCHOOLHOUSE, 3.3 METERS NORTH
 NJ0698'OF THE NORTH SIDE OF SCHOOL COAL SHED, AND 3.4 METERS EAST OF
 NJ0698'THE WEST FENCE OF SCHOOLYARD.
 NJ0698'
 NJ0698'REFERENCE MARK NO. 1 IS 43.59 METERS SOUTHEAST OF STATION IN
 NJ0698'NORTHEAST CORNER OF WHEATFIELD, 12.5 METERS WEST OF CENTERLINE
 NJ0698'OF NORTH-AND-SOUTH GRADED ROAD, 17.4 METERS SOUTHWEST OF
 NJ0698'INTERSECTION OF TWO GRADED ROADS, 13.7 METERS SOUTH OF THE
 NJ0698'CENTERLINE OF EAST-AND-WEST ROAD, AND 36 METERS SOUTHEAST OF
 NJ0698'SOUTHEAST CORNER OF SCHOOLHOUSE.
 NJ0698'
 NJ0698'REFERENCE MARK NO. 2 IS APPROXIMATELY 1/4 MILE WEST OF THE
 NJ0698'STATION, IN THE FENCE LINE ON THE NORTH SIDE OF ROAD, 11 METERS
 NJ0698'NORTH OF CENTERLINE OF EAST-AND-WEST GRADED ROAD.
 NJ0698'
 NJ0698'HEIGHT OF SIGNAL ABOVE STATION MARK - 22 METERS.
 NJ0698
 NJ0698                          STATION RECOVERY (1934)
 NJ0698
 NJ0698'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1934
 NJ0698'STATION AND REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION.
 NJ0698'
 NJ0698'REFERENCE MARK NO. 2 IS ON THE TOP OF THE ROAD-CUT AND THIS CUT
 NJ0698'IS WASHING AWAY FROM THE MONUMENT.  OTHERWISE IT IS IN GOOD
 NJ0698'CONDITION.
 NJ0698
 NJ0698                          STATION RECOVERY (1935)
 NJ0698
 NJ0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0698'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 NJ0698'THE DISTANCE TO REFERENCE MARK NO. 1 FAILED TO CHECK BY 0.08
 NJ0698'METER.  REFERENCE MARK NO. 3, 1935, WAS SET.
 NJ0698'
 NJ0698'THE STATION IS ABOUT 4 MILES WEST OF GUTTENBERG, ABOUT 6 MILES
 NJ0698'SOUTH-SOUTHEAST OF GARNAVILLO, AND ABOUT 5 MILES NORTHEAST OF
 NJ0698'GARBER ON GROUNDS OF THE WALKE SCHOOL.  THE STATION MARK IS
 NJ0698'AT THE WEST SIDE OF THE SCHOOLYARD BETWEEN THE SCHOOLHOUSE AND
 NJ0698'COAL SHED, 9.4 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 NJ0698'SCHOOL BUILDING, 30.2 FEET WEST OF THE SOUTHEAST CORNER OF THE
 NJ0698'SCHOOL BUILDING, 10.8 FEET NORTH OF THE NORTHEAST CORNER OF
 NJ0698'COAL SHED.  THE MARK IS FLUSH WITH THE GROUND AND IS SET
 NJ0698'
 NJ0698'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION IN SOUTHWEST
 NJ0698'ANGLE OF CROSSROADS, 12 FEET SOUTH OF FENCE CORNER AT NORTHEAST
 NJ0698'CORNER OF CULTIVATED FIELD, 3 FEET EAST OF WEST RIGHT-OF-WAY
 NJ0698'FENCE LINE, 30 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.
 NJ0698'THE MARK PROJECTS 3 INCHES AND IS SET ACCORDING TO NOTE 11A.
 NJ0698'
 NJ0698'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS WEST-SOUTHWEST AT
 NJ0698'NORTH SIDE OF ROAD, 29 FEET NORTH OF CENTERLINE OF ROAD, 1 FOOT
 NJ0698'SOUTH OF NORTH RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 8
 NJ0698'INCHES AND IS SET.
 NJ0698'
 NJ0698'REFERENCE MARK NO. 3, 1935, IS NORTH-NORTHWEST OF THE STATION,
 NJ0698'AT THE NORTHWEST CORNER OF SCHOOL GROUNDS, 1 FOOT EAST OF FENCE
 NJ0698'LINE, 18 FEET WEST OF TELEPHONE POLE, 98.4 FEET NORTHWEST OF
 NJ0698'SOUTHWEST CORNER OF SCHOOLHOUSE.  THE DISTANCE BETWEEN THIS
 NJ0698'MARK AND REFERENCE MARK NO. 1 IS 230.66 FEET.  THE MARK PROJECTS
 NJ0698'3 INCHES AND IS SET.
 NJ0698'
 NJ0698'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GARBER, GO
 NJ0698'NORTHEAST 1 BLOCK TO T-STREETS AT STANDARD SERVICE STATION,
 NJ0698'THENCE LEFT 1 BLOCK TO CHURCH AT T-STREETS, THENCE RIGHT 1
 NJ0698'BLOCK TO T-STREETS, THENCE NORTH AND EAST ON GRAVEL ROAD 1.8
 NJ0698'MILES TO FORKS AND SCHOOLHOUSE, TAKE RIGHT FORK AND GO NORTHEAST
 NJ0698'4.3 MILES TO WALKE SCHOOL AND STATION.  TO REACH FROM GUTTENBERG
 NJ0698'GO NORTH ON U.S. HIGHWAY 52 FROM SHELL GAS STATION 6.35 MILES
 NJ0698'TO SIDE ROAD LEFT AT STUCCO HOUSE, THENCE LEFT ON GRAVEL ROAD
 NJ0698'2.3 MILES TO SCHOOL AT CROSS ROAD AND STATION.
 NJ0698'
 NJ0698'A 47-FOOT SIGNAL AT MUMM 1931 IS VISIBLE AT 50 FEET.
 NJ0698'
 NJ0698'AN 87-FOOT SIGNAL AT POTTEBAUM 1931 IS VISIBLE AT 10 FEET.
 NJ0698'
 NJ0698'AN 87-FOOT SIGNAL AT COLESBURG IS VISIBLE AT 64 FEET.
 NJ0698'
 NJ0698'A 100-FOOT SIGNAL AT EDGEWOOD IS VISIBLE AT 50 FEET.
 NJ0698'
 NJ0698'A 100-FOOT SIGNAL AT DOWNEY IS VISIBLE AT 20 FEET.
 NJ0698
 NJ0698                          STATION RECOVERY (1953)
 NJ0698
 NJ0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 NJ0698'REFERENCE MARK 2 DESTROYED AND LYING AT SITE.
 NJ0698
 NJ0698                          STATION RECOVERY (1961)
 NJ0698
 NJ0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0698'THE STATION MARK AND REFERENCE MARKS 1 AND 3 WERE FOUND IN GOOD
 NJ0698'CONDITION.  THE SURFACE STATION MARK WAS LOWERED AT THE REQUEST
 NJ0698'OF THE PROPERTY OWNER.  REFERENCE MARK 2 COULD NOT BE LOCATED AND
 NJ0698'SHOULD BE CONSIDERED LOST.  THE DIRECTION TO REFERENCE MARK 3
 NJ0698'DID NOT CHECK BY 02 MINUTES AND 04 SECONDS AND THE DISTANCE
 NJ0698'WAS FOUND TO BE 0.17 FOOT LONGER THAN PREVIOUSLY MEASURED.  THE
 NJ0698'DIRECTION TO REFERENCE MARK 1 COULD NOT BE CHECKED BECAUSE
 NJ0698'OF A LARGE FENCE POST ON LINE.  THE DISTANCE TO REFERENCE
 NJ0698'MARK 1 CHECKED.  THE SCHOOLHOUSE AND ALL THE OTHER BUILDINGS
 NJ0698'MENTIONED IN THE PREVIOUS DESCRIPTION ARE NO LONGER THERE.
 NJ0698'
 NJ0698'A COMPLETE NEW DESCRIPTION FOLLOWS--
 NJ0698'
 NJ0698'THE STATION IS ABOUT 5-1/2 MILES SOUTH AND 3 MILES EAST OF
 NJ0698'GARNAVILLO, ABOUT 4 MILES NORTH AND 1-1/2 MILES WEST OF OSTERDOCK,
 NJ0698'ABOUT 4 MILES WEST OF GUTTENBERG, NEAR THE NORTH SIDE OF SEC.
 NJ0698'15, T. 92 N., R. 3 W., AND ON THE PROPERTY OF MR. EARL MORAREND.
 NJ0698'IT IS 138 FEET NORTHWEST OF THE INTERSECTION OF A CROSSROAD, 81
 NJ0698'FEET WEST OF A TELEPHONE POLE, 65 FEET NORTH OF THE CENTERLINE
 NJ0698'OF A GRAVELED ROAD AND 63 FEET SOUTHWEST OF A TWIN BOX ELDER
 NJ0698'TREE.  THE MONUMENT IS 20 INCHES BELOW THE GROUND SURFACE AND
 NJ0698'THE DISK IS STAMPED WALKE 1931 1961.
 NJ0698'
 NJ0698'TO REACH FROM THE POST OFFICE IN GARNAVILLO, GO SOUTH AND SOUTHEAST
 NJ0698'ON U.S. HIGHWAY 52 FOR 4.35 MILES TO A SIDE ROAD RIGHT AND A
 NJ0698'SIGN OSTERDOCK 7.  TURN RIGHT AND GO SOUTHERLY ON A GRAVELED
 NJ0698'ROAD FOR 1.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 NJ0698'SOUTHERLY ON THE GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD AND
 NJ0698'THE STATION IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 NJ0698'
 NJ0698'REFERENCE MARK 1 IS 41 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 NJ0698'ROAD, 34 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD AND 6
 NJ0698'FEET SOUTHEAST OF A FENCE CORNER.  THE MONUMENT PROJECTS 4
 NJ0698'INCHES AND THE DISK IS STAMPED WALKE NO 1 1931.
 NJ0698'
 NJ0698'REFERENCE MARK 3 IS 57 FEET NORTH OF THE TWIN BOX ELDER TREE,
 NJ0698'36 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 21 FEET
 NJ0698'NORTH OF A TELEPHONE POLE, 3 FEET SOUTH OF A FENCE CORNER AND
 NJ0698'1 FOOT SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS 1 INCH
 NJ0698'AND THE DISK IS STAMPED WALKE NO 3 1935.
 NJ0698'
 NJ0698'REFERENCE MARK 4 IS 47 FEET EAST OF A POWER POLE AND 32 FEET
 NJ0698'NORTH OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT IS
 NJ0698'FLUSH AND THE DISK IS STAMPED WALKE NO 4 1931 1961.
 NJ0698'
 NJ0698'THE AZIMUTH MARK IS 35 FEET WEST OF THE CENTERLINE OF A GRAVELED
 NJ0698'ROAD, 2 FEET SOUTH OF A TELEPHONE POLE WITH A GUY WIRE, 1 FOOT
 NJ0698'EAST OF A WIRE FENCE AND 1 FOOT SOUTH OF A WITNESS POST.  THE
 NJ0698'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED WALKE 1931
 NJ0698'1961.
 NJ0698'
 NJ0698'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NJ0698
 NJ0698                          STATION RECOVERY (1965)
 NJ0698
 NJ0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 NJ0698'THE STATION MARK, REFERENCE MARK NO. 4, AND THE AZIMUTH MARK
 NJ0698'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 NJ0698'1 AND REFERENCE MARK NO. 3 WERE FOUND DISPLACED.  THE DISTANCE TO
 NJ0698'REFERENCE MARK NO. 4 WAS VERIFIED.
 NJ0698'
 NJ0698'REFERENCE MARK NO. 5 AND REFERENCE MARK NO. 6 WERE SET.
 NJ0698'
 NJ0698'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NJ0698'
 NJ0698'THE STATION IS ABOUT 5-1/2 MILES SOUTH AND 3 MILES EAST OF
 NJ0698'GARNAVILLO, ABOUT 4 MILES NORTH AND 1-1/2 MILES WEST OF OSTERDOCK,
 NJ0698'ABOUT 4 MILES WEST OF GUTTENBERG, NEAR THE NORTH SIDE OF SECTION
 NJ0698'15, T 92 N., R 3 W, AND ON THE ROAD RIGHT-OF-WAY.
 NJ0698'
 NJ0698'STATION MARK, A STANDARD DISK STAMPED WALKE 1931 1961, IS SET
 NJ0698'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 10 INCHES BELOW
 NJ0698'THE SURFACE OF THE GROUND.  IT IS 138 FEET NORTHWEST OF THE
 NJ0698'INTERSECTION OF A CROSSROAD, 97 FEET EAST-NORTHEAST OF A
 NJ0698'POWERLINE POLE, 40 FEET NORTHWEST OF A TELEPHONE POLE, AND 2
 NJ0698'FEET NORTH OF A METAL WITNESS POST.
 NJ0698'
 NJ0698'TO REACH THE STATION FROM THE POST OFFICE IN GARNAVILLO, GO
 NJ0698'SOUTH AND SOUTHEAST ON U.S. HIGHWAY 52 FOR 4.35 MILES TO A SIDE
 NJ0698'ROAD RIGHT AND A SIGN OSTERDOCK 7.  TURN RIGHT AND GO SOUTHERLY
 NJ0698'ON A GRAVELED ROAD FOR 1.3 MILES TO THE AZIMUTH MARK ON THE
 NJ0698'RIGHT.  CONTINUE SOUTHERLY ON THE GRAVELED ROAD FOR 1.0 MILE
 NJ0698'TO A CROSSROAD AND THE STATION IN THE NORTHWEST ANGLE OF THE
 NJ0698'INTERSECTION.
 NJ0698'
 NJ0698'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED WALKE NO 4 1931
 NJ0698'1961, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 NJ0698'WITH THE SURFACE OF THE GROUND.  IT IS 32 FEET NORTH OF THE
 NJ0698'CENTER OF A GRAVELED ROAD.
 NJ0698'
 NJ0698'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED WALKE NO 5 1931
 NJ0698'1961, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 NJ0698'3 INCHES.  IT IS 46 FEET NORTH OF THE CENTER OF A GRAVELED
 NJ0698'ROAD, 33 FEET WEST-SOUTHWEST OF THE POWERLINE POLE, 1.5 FEET
 NJ0698'NORTHEAST OF A CORNER FENCE POST, AND 1 FOOT EAST OF A FENCE.
 NJ0698'
 NJ0698'REFERENCE MARK NO. 6, A STANDARD DISK STAMPED WALKE NO 6 1931
 NJ0698'1961, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 NJ0698'5 INCHES.  IT IS 58 FEET WEST-SOUTHWEST OF THE CENTER OF A GRAVELED
 NJ0698'ROAD, 24 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 1.5 FEET
 NJ0698'SOUTH OF A CORNER FENCE POST, AND 1 FOOT SOUTHEAST OF A FENCE.
 NJ0698'
 NJ0698'AZIMUTH MARK, A STANDARD DISK STAMPED WALKE 1931 1961, IS SET
 NJ0698'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 NJ0698'IT IS 35 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 2 FEET
 NJ0698'SOUTH OF A TELEPHONE POLE WITH A GUY WIRE, 1 FOOT EAST OF A WIRE
 NJ0698'FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0780 ***********************************************************************
 NJ0780  DESIGNATION -  WALKER MUNICIPAL TANK
 NJ0780  PID         -  NJ0780
 NJ0780  STATE/COUNTY-  IA/LINN
 NJ0780  USGS QUAD   -  WALKER (1982)
 NJ0780
 NJ0780                         *CURRENT SURVEY CONTROL
 NJ0780  ___________________________________________________________________
 NJ0780* NAD 83(1996)-  42 17 12.90692(N)    091 46 48.96632(W)     ADJUSTED  
 NJ0780* NAVD 88     -                                                        
 NJ0780  ___________________________________________________________________
 NJ0780  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 NJ0780  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 NJ0780
 NJ0780  HORZ ORDER  -  THIRD
 NJ0780
 NJ0780.The horizontal coordinates were established by classical geodetic methods
 NJ0780.and adjusted by the National Geodetic Survey in May 1999..
 NJ0780
 NJ0780
 NJ0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0780
 NJ0780.The geoid height was determined by GEOID03.
 NJ0780
 NJ0780;                    North         East     Units Scale Factor Converg.
 NJ0780;SPC IA N     - 1,088,850.408 1,641,824.805   MT  0.99996732   +1 09 55.9
 NJ0780;UTM  15      - 4,682,353.527   600,560.948   MT  0.99972442   +0 49 14.7
 NJ0780
 NJ0780                          SUPERSEDED SURVEY CONTROL
 NJ0780
 NJ0780  NAD 83(1996)-  42 17 12.90361(N)    091 46 48.96842(W) AD(       ) 4
 NJ0780  NAD 83(1986)-  42 17 12.90211(N)    091 46 48.96825(W) AD(       ) 4
 NJ0780  NAD 27      -  42 17 12.94500(N)    091 46 48.33900(W) AD(       ) 3
 NJ0780
 NJ0780.Superseded values are not recommended for survey control.
 NJ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0780.See file dsdata.txt to determine how the superseded data were derived.
 NJ0780
 NJ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG0056182354(NAD 83)
 NJ0780_MARKER: 53 = ELEVATED TANK
 NJ0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0780+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2004
 NJ0780
 NJ0780  HISTORY     - Date     Condition        Report By
 NJ0780  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0780  HISTORY     - 20040906 GOOD             GEOCAC
 NJ0780
 NJ0780                          STATION DESCRIPTION
 NJ0780
 NJ0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0780'STATION IS THE CENTER OF THE WALKER MUNICIPAL WATER TANK.
 NJ0780'THE TANK IS A TALL, SILVER, STEEL, TANK WITH A BALL ON TOP.
 NJ0780'IT IS LETTERED WALKER IN LARGE BLACK LETTERS ON THE SW SIDE.
 NJ0780'THE TANK IS ABOUT 115 FEET HIGH AND IS QUITE PROMINENT.
 NJ0780'
 NJ0780'THE TANK IS ABOUT 50 FEET N OF THE CENTER LINE OF ROWLEY STREET,
 NJ0780'AND ABOUT 150 FEET E OF GREENE STREET, WHICH IS THE MAIN STREET
 NJ0780'OF TOWN.  IT WAS ERECTED IN 1914.
 NJ0780
 NJ0780                          STATION RECOVERY (2004)
 NJ0780
 NJ0780'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 NJ0780'CYLINDRICAL SILVER TANK WITH ROUNDED BOTTOM AND RED CONICAL ROOF, ON 4
 NJ0780'LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0591 ***********************************************************************
 NL0591  DESIGNATION -  WALL
 NL0591  PID         -  NL0591
 NL0591  STATE/COUNTY-  IA/SAC
 NL0591  USGS QUAD   -  LAKE VIEW (1980)
 NL0591
 NL0591                         *CURRENT SURVEY CONTROL
 NL0591  ___________________________________________________________________
 NL0591* NAD 83(1996)-  42 17 42.30456(N)    095 06 35.73398(W)     ADJUSTED  
 NL0591* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 NL0591  ___________________________________________________________________
 NL0591  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 NL0591  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 NL0591
 NL0591  HORZ ORDER  -  THIRD
 NL0591
 NL0591.The horizontal coordinates were established by classical geodetic methods
 NL0591.and adjusted by the National Geodetic Survey in May 1999..
 NL0591
 NL0591.The orthometric height was scaled from a topographic map.
 NL0591
 NL0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0591
 NL0591.The geoid height was determined by GEOID03.
 NL0591
 NL0591;                    North         East     Units Scale Factor Converg.
 NL0591;SPC IA N     - 1,089,578.953 1,367,246.899   MT  0.99996639   -1 05 28.0
 NL0591;UTM  15      - 4,684,695.648   326,066.793   MT  0.99997224   -1 25 12.8
 NL0591
 NL0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0591!SPC IA N     -   0.99994116  x   0.99996639  =   0.99990755
 NL0591!UTM  15      -   0.99994116  x   0.99997224  =   0.99991340
 NL0591
 NL0591|---------------------------------------------------------------------|
 NL0591| PID    Reference Object                     Distance      Geod. Az  |
 NL0591|                                                           dddmmss.s |
 NL0591| CO4779 WALL RM 2                            16.850 METERS 10830     |
 NL0591| CO4777 WALL AZ MK                                         1774210.6 |
 NL0591| NL0590 WALL 2                                6.171 METERS 22438     |
 NL0591| CO4778 WALL RM 1                            11.008 METERS 35836     |
 NL0591|---------------------------------------------------------------------|
 NL0591
 NL0591                          SUPERSEDED SURVEY CONTROL
 NL0591
 NL0591  NAD 83(1996)-  42 17 42.30346(N)    095 06 35.73577(W) AD(       ) 3
 NL0591  NAD 83(1986)-  42 17 42.30334(N)    095 06 35.73614(W) AD(       ) 3
 NL0591  NAD 27      -  42 17 42.36200(N)    095 06 34.76800(W) AD(       ) 3
 NL0591
 NL0591.Superseded values are not recommended for survey control.
 NL0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0591.See file dsdata.txt to determine how the superseded data were derived.
 NL0591
 NL0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG2606784696(NAD 83)
 NL0591_MARKER: DS = TRIANGULATION STATION DISK
 NL0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0591
 NL0591  HISTORY     - Date     Condition        Report By
 NL0591  HISTORY     - 1950     MONUMENTED       CGS
 NL0591  HISTORY     - 1954     GOOD             CGS
 NL0591
 NL0591                          STATION DESCRIPTION
 NL0591
 NL0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0591'THE STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHWEST OF WALL
 NL0591'LAKE, 3-1/2 MILES SOUTHWEST OF LAKE VIEW AND ALONG THE WEST
 NL0591'SIDE OF A GRAVELED ROAD.  IT IS 27 FEET WEST OF THE CENTERLINE
 NL0591'OF THE GRAVELED ROAD, 5 FEET NORTHEAST OF A WITNESS POST AND
 NL0591'1.6 FEET EAST OF A RIGHT-OF-WAY FENCE POST WITH A TRIANGLE
 NL0591'BLAZE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 NL0591'WALL 1950.
 NL0591'
 NL0591'REFERENCE MARK NO. 1 IS 29 FEET WEST OF THE CENTERLINE OF THE
 NL0591'GRAVELED ROAD AND 1.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 NL0591'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED WALL NO 1 1950.
 NL0591'
 NL0591'REFERENCE MARK NO. 2 IS 25 FEET EAST OF THE CENTERLINE OF THE
 NL0591'GRAVELED ROAD, 9.5 FEET SOUTH OF A TELEPHONE POLE WITH A TRIANGLE
 NL0591'BLAZE AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK
 NL0591'PROJECTS 4 INCHES AND THE DISK IS STAMPED WALL NO 2 1950.
 NL0591'
 NL0591'AZIMUTH MARK IS 64 FEET SOUTH OF THE CENTERLINE OF A FARM
 NL0591'DRIVEWAY, 27.5 FEET EAST OF THE CENTERLINE OF A GRAVELED
 NL0591'ROAD, 2.5 FEET WEST OF THE RIGHT-OF-WAY FENCE AND 1.7 FEET
 NL0591'NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 NL0591'DISK IS STAMPED WALL 1950.
 NL0591'
 NL0591'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 175 AND 4 IN THE
 NL0591'NORTHEAST EDGE OF ODEBOLT, GO EAST ON HIGHWAY 175 FOR 5.0
 NL0591'MILES TO ITS JUNCTION WITH U.S. HIGHWAY 71, CONTINUE EAST ON
 NL0591'U.S. HIGHWAY 71 FOR 2.0 MILES TO CROSSROADS, TURN RIGHT (SOUTH)
 NL0591'ON A GRAVELED ROAD FOR 1.1 MILE TO THE STATION ON THE RIGHT
 NL0591'AS DESCRIBED.
 NL0591'
 NL0591'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH 0.3 MILE TO
 NL0591'A FARM HOME ON THE LEFT AND THE MARK AS DESCRIBED.
 NL0591'
 NL0591'A 37 FT. SIGNAL AT DOWNEY IS V.G.
 NL0591'
 NL0591'A 100 FT. SIGNAL AT ODEBOLT IS V.G.
 NL0591'
 NL0591'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0591
 NL0591                          STATION RECOVERY (1954)
 NL0591
 NL0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 NL0591'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NL0591'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY ALL MARKS.
 NL0591'THEY WERE MOVED AT THE REQUEST OF THE SAC COUNTY ENGINEER.
 NL0591'A NEW STATION, WALL 2, WAS ESTABLISHED.  FOR DETAILS, SEE
 NL0591'DESCRIPTION OF WALL 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0593 ***********************************************************************
 NL0593  DESIGNATION -  WALL 3
 NL0593  PID         -  NL0593
 NL0593  STATE/COUNTY-  IA/SAC
 NL0593  USGS QUAD   -  LAKE VIEW (1980)
 NL0593
 NL0593                         *CURRENT SURVEY CONTROL
 NL0593  ___________________________________________________________________
 NL0593* NAD 83(1996)-  42 17 42.33146(N)    095 06 36.05989(W)     ADJUSTED  
 NL0593* NAVD 88     -       404.0    (meters)    1325.     (feet)  VERTCON   
 NL0593  ___________________________________________________________________
 NL0593  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 NL0593  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 NL0593
 NL0593  HORZ ORDER  -  THIRD
 NL0593
 NL0593.The horizontal coordinates were established by classical geodetic methods
 NL0593.and adjusted by the National Geodetic Survey in May 1999..
 NL0593.No horizontal observational check was made to the station.
 NL0593
 NL0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 NL0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NL0593
 NL0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0593
 NL0593.The geoid height was determined by GEOID03.
 NL0593
 NL0593;                    North         East     Units Scale Factor Converg.
 NL0593;SPC IA N     - 1,089,579.925 1,367,239.451   MT  0.99996639   -1 05 28.2
 NL0593;UTM  15      - 4,684,696.663   326,059.350   MT  0.99997227   -1 25 13.0
 NL0593
 NL0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0593!SPC IA N     -   0.99994117  x   0.99996639  =   0.99990757
 NL0593!UTM  15      -   0.99994117  x   0.99997227  =   0.99991345
 NL0593
 NL0593|---------------------------------------------------------------------|
 NL0593| PID    Reference Object                     Distance      Geod. Az  |
 NL0593|                                                           dddmmss.s |
 NL0593| NL0590 WALL 2                                6.087 METERS 14904     |
 NL0593| CO4783 WALL 3 RM 5                           9.875 METERS 17943     |
 NL0593| NL0629 ADAMS RANCH WATER TANK              APPROX.13.3 KM 2674354.1 |
 NL0593| NL0592 WALL 3 AZ MK                        APPROX. 0.8 KM 2875905.9 |
 NL0593| CO4784 WALL 3 RM 6                           9.700 METERS 35956     |
 NL0593|---------------------------------------------------------------------|
 NL0593
 NL0593                          SUPERSEDED SURVEY CONTROL
 NL0593
 NL0593  NAD 83(1996)-  42 17 42.33036(N)    095 06 36.06168(W) AD(       ) 3
 NL0593  NAD 83(1986)-  42 17 42.33014(N)    095 06 36.06196(W) AD(       ) 3
 NL0593  NAD 27      -  42 17 42.38922(N)    095 06 35.09363(W) AD(       ) 3
 NL0593  NGVD 29 (07/19/86)  403.9    (m)         1325.     (f) VERT ANG       
 NL0593
 NL0593.Superseded values are not recommended for survey control.
 NL0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0593.See file dsdata.txt to determine how the superseded data were derived.
 NL0593
 NL0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG2605984697(NAD 83)
 NL0593_MARKER: DS = TRIANGULATION STATION DISK
 NL0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0593_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0593_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 NL0593
 NL0593  HISTORY     - Date     Condition        Report By
 NL0593  HISTORY     - 1979     MONUMENTED       NGS
 NL0593
 NL0593                          STATION DESCRIPTION
 NL0593
 NL0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NL0593'STATION IS ABOUT 7 MILES EAST-SOUTHEAST OF ODEBOLT, 3-1/2 MILES
 NL0593'SOUTHWEST OF LAKE VIEW, 2 MILES NORTH-NORTHWEST OF WALL LAKE, 1 MILE
 NL0593'SOUTH OF U.S. HIGHWAY 71 AND THE RIGHT-OF-WAY OF A COUNTY
 NL0593'ROAD.  MR. JAMES NUTZMAN IS THE ADJACENT PROPERTY OWNER, HIS ADDRESS
 NL0593'IS RURAL ROUTE 1, WALL LAKE, IOWA, TELEPHONE 712-664 2824.
 NL0593'
 NL0593'TO REACH THE STATION FROM THE WALL LAKE POST OFFICE, GO NORTH ON
 NL0593'BOYER STREET FOR 0.05 MILE TO SECOND STREET, TURN RIGHT AND GO EAST
 NL0593'ON SECOND STREET FOR 0.15 MILE TO STATE HIGHWAY 36.  TURN LEFT AND
 NL0593'GO NORTH ON THE HIGHWAY FOR 1.75 MILES TO A GRAVELED CROSSROAD.  TURN
 NL0593'LEFT AND GO WEST ON THE GRAVELED ROAD FOR 1.0 MILE TO A PAVED
 NL0593'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 0.1 MILE TO THE STATION ON
 NL0593'THE RIGHT.
 NL0593'
 NL0593'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.1 MILE
 NL0593'TO THE CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.5
 NL0593'MILE TO THE MARK ON THE RIGHT.
 NL0593'
 NL0593'STATION MARKS ARE STANDARD DISKS, STAMPED---WALL 3 1979---.  SURFACE
 NL0593'MARK IS SET IN A ROUND CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 NL0593'50.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 34.1 FEET NORTH OF A
 NL0593'WITNESS POST, 33.2 FEET SOUTH OF A WITNESS POST, AND 1.7 FEET NORTH
 NL0593'OF A WITNESS POST.  UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 NL0593'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NL0593'
 NL0593'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED---WALL 3 NO 5 1979---
 NL0593'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 2 INCHES.  IT
 NL0593'IS 50.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.0 FEET NORTH OF
 NL0593'A WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 NL0593'
 NL0593'REFERENCE MARK 6 IS A STANDARD DISK, STAMPED---WALL 3 NO 6 1979---
 NL0593'SET IN THE TOP OF A ROUND CONCRETE POST THE PROJECTS 2 INCHES.  IT IS
 NL0593'50.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.0 FEET SOUTH OF A
 NL0593'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 NL0593'
 NL0593'AZIMUTH MARK IS A STANDARD DISK, STAMPED---WALL 3 1979---SET IN
 NL0593'THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 NL0593'27.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 5.0 FEET SOUTH OF AN
 NL0593'EAST/WEST FENCE, 2.5 FEET EAST OF A POWERLINE POLE AND 1.8 FEET WEST
 NL0593'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0588 ***********************************************************************
 NL0588  DESIGNATION -  WALL LAKE MUNICIPAL TANK
 NL0588  PID         -  NL0588
 NL0588  STATE/COUNTY-  IA/SAC
 NL0588  USGS QUAD   -  LAKE VIEW (1980)
 NL0588
 NL0588                         *CURRENT SURVEY CONTROL
 NL0588  ___________________________________________________________________
 NL0588* NAD 83(1996)-  42 16 19.45499(N)    095 05 20.10959(W)     ADJUSTED  
 NL0588* NAVD 88     -                                                        
 NL0588  ___________________________________________________________________
 NL0588  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 NL0588  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 NL0588
 NL0588  HORZ ORDER  -  THIRD
 NL0588
 NL0588.The horizontal coordinates were established by classical geodetic methods
 NL0588.and adjusted by the National Geodetic Survey in May 1999..
 NL0588
 NL0588
 NL0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0588
 NL0588.The geoid height was determined by GEOID03.
 NL0588
 NL0588;                    North         East     Units Scale Factor Converg.
 NL0588;SPC IA N     - 1,086,990.373 1,368,930.852   MT  0.99996906   -1 04 36.8
 NL0588;UTM  15      - 4,682,097.443   327,735.862   MT  0.99996513   -1 24 19.7
 NL0588
 NL0588                          SUPERSEDED SURVEY CONTROL
 NL0588
 NL0588  NAD 83(1996)-  42 16 19.45366(N)    095 05 20.11225(W) AD(       ) 4
 NL0588  NAD 83(1986)-  42 16 19.45354(N)    095 05 20.11144(W) AD(       ) 4
 NL0588  NAD 27      -  42 16 19.51300(N)    095 05 19.14400(W) AD(       ) 3
 NL0588
 NL0588.Superseded values are not recommended for survey control.
 NL0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0588.See file dsdata.txt to determine how the superseded data were derived.
 NL0588
 NL0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG2773682097(NAD 83)
 NL0588_MARKER: 53 = ELEVATED TANK
 NL0588
 NL0588  HISTORY     - Date     Condition        Report By
 NL0588  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0588
 NL0588                          STATION DESCRIPTION
 NL0588
 NL0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0588'THE STATION IS LOCATED IN THE EASTERN PART OF THE TOWN OF WALL
 NL0588'LAKE.  IT IS ABOUT 80 FEET HIGH, HAS FOUR LEGS, IS PAINTED
 NL0588'SILVER AND HAS A BALL ON TOP OF THE TANK.  THE POINT INTERSECTED
 NL0588'WAS THE BALL ON TOP OF TANK.
 NL0588'
 NL0588'TO REACH FROM THE MAIN INTERSECTION IN WALL LAKE, GO NORTH FOR
 NL0588'0.1 MILE, TURN RIGHT AND GO EAST FOR 0.2 MILE TO THE STATION
 NL0588'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1195 ***********************************************************************
 MJ1195  DESIGNATION -  WALNUT
 MJ1195  PID         -  MJ1195
 MJ1195  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1195  USGS QUAD   -  WALNUT (1971)
 MJ1195
 MJ1195                         *CURRENT SURVEY CONTROL
 MJ1195  ___________________________________________________________________
 MJ1195* NAD 83(1996)-  41 29 49.19640(N)    095 14 16.69352(W)     ADJUSTED  
 MJ1195* NAVD 88     -       412.5    (meters)    1353.     (feet)  VERTCON   
 MJ1195  ___________________________________________________________________
 MJ1195  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 MJ1195  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 MJ1195
 MJ1195  HORZ ORDER  -  SECOND
 MJ1195  VERT ORDER  -  THIRD ? (See Below)
 MJ1195
 MJ1195.The horizontal coordinates were established by classical geodetic methods
 MJ1195.and adjusted by the National Geodetic Survey in May 1999..
 MJ1195
 MJ1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1195.The vertical order pertains to the NGVD 29 superseded value.
 MJ1195
 MJ1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1195
 MJ1195.The geoid height was determined by GEOID03.
 MJ1195
 MJ1195;                    North         East     Units Scale Factor Converg.
 MJ1195;SPC IA S     -   167,691.269   354,894.644   MT  0.99996169   -1 08 41.3
 MJ1195;UTM  15      - 4,596,348.960   313,198.282   MT  1.00002945   -1 28 59.8
 MJ1195
 MJ1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1195!SPC IA S     -   0.99993969  x   0.99996169  =   0.99990138
 MJ1195!UTM  15      -   0.99993969  x   1.00002945  =   0.99996914
 MJ1195
 MJ1195:                Primary Azimuth Mark                     Grid Az
 MJ1195:SPC IA S     -  ELK HORN MICROWAVE TOWER                 071 32 50.2
 MJ1195:UTM  15      -  ELK HORN MICROWAVE TOWER                 071 53 08.7
 MJ1195
 MJ1195|---------------------------------------------------------------------|
 MJ1195| PID    Reference Object                     Distance      Geod. Az  |
 MJ1195|                                                           dddmmss.s |
 MJ1195| MJ1163 ELK HORN MICROWAVE TOWER            APPROX.15.9 KM 0702408.9 |
 MJ1195| CL7817 WALNUT RM 1                          21.540 METERS 09358     |
 MJ1195| MJ1193 WALNUT MUN TANK                     APPROX. 1.9 KM 1415839.6 |
 MJ1195| CL7818 WALNUT RM 2                          19.105 METERS 26626     |
 MJ1195|---------------------------------------------------------------------|
 MJ1195
 MJ1195                          SUPERSEDED SURVEY CONTROL
 MJ1195
 MJ1195  NAD 83(1996)-  41 29 49.19860(N)    095 14 16.70461(W) AD(       ) 2
 MJ1195  NAD 83(1986)-  41 29 49.19863(N)    095 14 16.70614(W) AD(       ) 2
 MJ1195  NAD 27      -  41 29 49.23529(N)    095 14 15.71858(W) AD(       ) 2
 MJ1195  NGVD 29 (07/19/86)  412.4    (m)         1353.     (f) LEVELING    3  
 MJ1195
 MJ1195.Superseded values are not recommended for survey control.
 MJ1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1195.See file dsdata.txt to determine how the superseded data were derived.
 MJ1195
 MJ1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF1319896349(NAD 83)
 MJ1195_MARKER: DD = SURVEY DISK
 MJ1195_SETTING: 0 = UNSPECIFIED SETTING
 MJ1195
 MJ1195  HISTORY     - Date     Condition        Report By
 MJ1195  HISTORY     - 1968     MONUMENTED       USGS
 MJ1195
 MJ1195                          STATION DESCRIPTION
 MJ1195
 MJ1195'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1195'STATION IS LOCATED ABOUT 1.25 MI N. AND 5.2 MI E. OF AVOCA, 1.25
 MJ1195'MI N. AND 0.8 MI W. OF WALNUT, ABOUT 0.2 MI E. OF CENTER OF SEC. 5,
 MJ1195'T. 77 N., R. 38 W., IN THE RIGHT-OF-WAY OF INTERSTATE 80, 0.8 MI
 MJ1195'W. OF AN INTERCHANGE WITH A COUNTY RD.
 MJ1195'
 MJ1195'TO REACH THE STATION FROM THE POST OFFICE AT AVOCA, DRIVE ONE BLOCK
 MJ1195'E. TO U.S. HWY. 59, TURN LEFT AND DRIVE N. ON HWY. 59 FOR 1.25 MI TO
 MJ1195'THE E. BOUND ENTRANCE TO I-80, TURN RIGHT ONTO I-80 AND DRIVE
 MJ1195'E. FOR 5.2 MI TO STATION ON THE RIGHT.
 MJ1195'
 MJ1195'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED WALNUT
 MJ1195'1968, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 MJ1195'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MJ1195'
 MJ1195'STATION MARK IS 97 FT S. OF CENTER OF THE E. BOUND LANE OF I-80,
 MJ1195'90 FT SW. OF THE W. END OF A SHORT METAL GUARD RAIL AND 5.7 FT
 MJ1195'N. OF THE RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.  ELEV. OF
 MJ1195'STATION MARK=1353.085 FT, SPIRIT LEVEL, P. J. HOHENBERGER, 1968.
 MJ1195'
 MJ1195'REFERENCE MARK 1 IS 70.67 FT (21.540 M.) E. OF STATION AND 1 FT
 MJ1195'N. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1195'
 MJ1195'REFERENCE MARK 2 IS 62.68 FT (19.104 M.) W. OF STATION AND 1 FT
 MJ1195'N. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1193 ***********************************************************************
 MJ1193  DESIGNATION -  WALNUT MUN TANK
 MJ1193  PID         -  MJ1193
 MJ1193  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1193  USGS QUAD   -  WALNUT (1971)
 MJ1193
 MJ1193                         *CURRENT SURVEY CONTROL
 MJ1193  ___________________________________________________________________
 MJ1193* NAD 83(1996)-  41 29 01.41272(N)    095 13 27.01063(W)     ADJUSTED  
 MJ1193* NAVD 88     -                                                        
 MJ1193  ___________________________________________________________________
 MJ1193  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 MJ1193  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 MJ1193
 MJ1193  HORZ ORDER  -  THIRD
 MJ1193
 MJ1193.The horizontal coordinates were established by classical geodetic methods
 MJ1193.and adjusted by the National Geodetic Survey in May 1999..
 MJ1193
 MJ1193
 MJ1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1193
 MJ1193.The geoid height was determined by GEOID03.
 MJ1193
 MJ1193;                    North         East     Units Scale Factor Converg.
 MJ1193;SPC IA S     -   166,194.513   356,017.521   MT  0.99996053   -1 08 08.6
 MJ1193;UTM  15      - 4,594,845.503   314,312.377   MT  1.00002434   -1 28 25.4
 MJ1193
 MJ1193                          SUPERSEDED SURVEY CONTROL
 MJ1193
 MJ1193  NAD 83(1996)-  41 29 01.41466(N)    095 13 27.02225(W) AD(       ) 4
 MJ1193  NAD 83(1986)-  41 29 01.41489(N)    095 13 27.02410(W) AD(       ) 4
 MJ1193  NAD 27      -  41 29 01.45094(N)    095 13 26.03807(W) AD(       ) 3
 MJ1193
 MJ1193.Superseded values are not recommended for survey control.
 MJ1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1193.See file dsdata.txt to determine how the superseded data were derived.
 MJ1193
 MJ1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF1431294846(NAD 83)
 MJ1193_MARKER: 53 = ELEVATED TANK
 MJ1193
 MJ1193  HISTORY     - Date     Condition        Report By
 MJ1193  HISTORY     - 1968     FIRST OBSERVED   USGS
 MJ1193
 MJ1193                          STATION DESCRIPTION
 MJ1193
 MJ1193'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1193'STATION IS FINIAL AT TOP CENTER OF THE MUNICIPAL WATER TANK, LOCATED
 MJ1193'AT THE N. EDGE OF WALNUT.  TANK IS CYLINDRICAL, METAL, WITH CONIC
 MJ1193'TOP, ABOUT 100 FT HIGH AND IS SUPPORTED BY FOUR STEEL LEGS.
 MJ1193'
 MJ1193'STATION WAS INTERSECTED FROM STATIONS WALNUT, LAYTON, AND WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0053 ***********************************************************************
 MH0053  CBN         -  This is a Cooperative Base Network Control Station.
 MH0053  DESIGNATION -  WAPELLO
 MH0053  PID         -  MH0053
 MH0053  STATE/COUNTY-  IA/WAPELLO
 MH0053  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0053
 MH0053                         *CURRENT SURVEY CONTROL
 MH0053  ___________________________________________________________________
 MH0053* NAD 83(1996)-  41 06 23.14435(N)    092 26 41.86425(W)     ADJUSTED  
 MH0053* NAVD 88     -       256.504  (meters)     841.55   (feet)  ADJUSTED  
 MH0053  ___________________________________________________________________
 MH0053  X           -    -205,320.982 (meters)                     COMP
 MH0053  Y           -  -4,808,615.776 (meters)                     COMP
 MH0053  Z           -   4,171,483.514 (meters)                     COMP
 MH0053  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 MH0053  ELLIP HEIGHT-         223.98  (meters)          (06/15/04) GPS OBS
 MH0053  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 MH0053  DYNAMIC HT  -         256.389 (meters)     841.17  (feet)  COMP
 MH0053  MODELED GRAV-     980,170.3   (mgal)                       NAVD 88
 MH0053
 MH0053  HORZ ORDER  -  B
 MH0053  VERT ORDER  -  SECOND    CLASS 0
 MH0053  ELLP ORDER  -  FOURTH    CLASS I
 MH0053
 MH0053.This mark is at Ottumwa Industrial Airport (OTM)
 MH0053
 MH0053.The horizontal coordinates were established by GPS observations
 MH0053.and adjusted by the National Geodetic Survey in August 1997..
 MH0053
 MH0053.The orthometric height was determined by differential leveling
 MH0053.and adjusted by the National Geodetic Survey in June 1991..
 MH0053
 MH0053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MH0053
 MH0053.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0053
 MH0053.The ellipsoidal height was determined by GPS observations
 MH0053.and is referenced to NAD 83.
 MH0053
 MH0053.The geoid height was determined by GEOID03.
 MH0053
 MH0053.The dynamic height is computed by dividing the NAVD 88
 MH0053.geopotential number by the normal gravity value computed on the
 MH0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0053.degrees latitude (g = 980.6199 gals.).
 MH0053
 MH0053.The modeled gravity was interpolated from observed gravity values.
 MH0053
 MH0053;                    North         East     Units Scale Factor Converg.
 MH0053;SPC IA S     -   123,404.489   588,616.226   MT  0.99994972   +0 41 41.8
 MH0053;UTM  15      - 4,550,720.212   546,604.454   MT  0.99962673   +0 21 53.7
 MH0053
 MH0053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0053!SPC IA S     -   0.99996487  x   0.99994972  =   0.99991459
 MH0053!UTM  15      -   0.99996487  x   0.99962673  =   0.99959161
 MH0053
 MH0053|---------------------------------------------------------------------|
 MH0053| PID    Reference Object                     Distance      Geod. Az  |
 MH0053|                                                           dddmmss.s |
 MH0053| MH0530 OTTUMWA AIRPORT BEACON              320.426 METERS 07425     |
 MH0053| CM2548 WAPELLO RM 1                         26.713 METERS 09847     |
 MH0053| MH0536 OTTUMWA HEIGHTS COLL S BELFRY       APPROX. 8.1 KM 1481409.3 |
 MH0053| MH0531 OTTUMWA MUNICIPAL TANK              APPROX. 9.2 KM 1542550.9 |
 MH0053| MH0534 OTTUMWA IOWA SOUTHERN UTIL STK      APPROX.10.6 KM 1635249.0 |
 MH0053| LE0450 TV STA KTVO RELAY MAST KAN 75       APPROX.18.2 KM 1783933.2 |
 MH0053| MH0533 OTTUMWA WILDWOOD ADD MUN TANK       APPROX.11.3 KM 1833024.6 |
 MH0053| MH0526 OTTUMWA ATT CO TV RELAY MAST        APPROX. 9.3 KM 1930155.5 |
 MH0053| MH0535 OTTUMWA RADIO STA KLEE MAST         APPROX. 9.7 KM 1985933.8 |
 MH0053| CM2549 WAPELLO RM 2                         36.488 METERS 22102     |
 MH0053| CM2547 WAPELLO AZ MK                                      2462647.8 |
 MH0053| MH0538 WAPELLO AZ MK 2                     APPROX. 0.9 KM 2462656.5 |
 MH0053| CM2550 WAPELLO RM 3                         27.185 METERS 28137     |
 MH0053| MH0551 EDDYVILLE IA SO UTILITY STACK       APPROX.17.4 KM 2820249.1 |
 MH0053|---------------------------------------------------------------------|
 MH0053
 MH0053                          SUPERSEDED SURVEY CONTROL
 MH0053
 MH0053  ELLIP H (08/25/97)  224.01   (m)                       GP(       ) 4 1
 MH0053  NAD 83(1986)-  41 06 23.14927(N)    092 26 41.87661(W) AD(       ) 1
 MH0053  NAD 27      -  41 06 23.10280(N)    092 26 41.19820(W) AD(       ) 1
 MH0053  NAVD 88 (08/25/97)  256.50   (m)          841.5    (f) LEVELING    3  
 MH0053  NGVD 29 (??/??/92)  256.492  (m)          841.51   (f) ADJ UNCH    2 0
 MH0053
 MH0053.Superseded values are not recommended for survey control.
 MH0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0053.See file dsdata.txt to determine how the superseded data were derived.
 MH0053
 MH0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4660450720(NAD 83)
 MH0053_MARKER: DS = TRIANGULATION STATION DISK
 MH0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0053_STAMPING: WAPELLO 1956
 MH0053_MARK LOGO: CGS   
 MH0053_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0053+STABILITY: SURFACE MOTION
 MH0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0053+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1997
 MH0053
 MH0053  HISTORY     - Date     Condition        Report By
 MH0053  HISTORY     - 1956     MONUMENTED       CGS
 MH0053  HISTORY     - 1963     GOOD             CGS
 MH0053  HISTORY     - 1963     GOOD             NGS
 MH0053  HISTORY     - 1969     GOOD             CGS
 MH0053  HISTORY     - 1973     GOOD             NGS
 MH0053  HISTORY     - 1975     GOOD             NGS
 MH0053  HISTORY     - 1978     GOOD             NGS
 MH0053  HISTORY     - 1981     GOOD             NGS
 MH0053  HISTORY     - 1981     GOOD             USGS
 MH0053  HISTORY     - 19970206 GOOD             IADT
 MH0053  HISTORY     - 20040707 MARK NOT FOUND   AERSVC
 MH0053
 MH0053                          STATION DESCRIPTION
 MH0053
 MH0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0053'STATION IS LOCATED AT THE OTTUMWA MUNICIPAL AIRPORT WHICH
 MH0053'IS APPROXIMATELY 6.5 MILES NORTH-NORTHWEST OF OTTUMWA, IN
 MH0053'A SMALL, TRIANGLE PLOT OF LAND FORMED BY THE PAVED STREETS
 MH0053'AND APPROXIMATELY 50 YARDS EAST OF THE OPERATIONS BUILDING.
 MH0053'
 MH0053'STATION MARKS, ARE STANDARD DISKS STAMPED WAPELLO 1956.  THE
 MH0053'STATION SURFACE MARK IS SET IN THE TOP OF A CONCRETE MONUMENT
 MH0053'WHICH IS LEVEL WITH THE GROUND SURFACE.  IT IS 52 FEET NORTHEAST
 MH0053'OF THE NORTHEAST EDGE OF CURB, 29.5 FEET SOUTHWEST OF A
 MH0053'CEMENT LIGHT POLE NO. 25, 26 FEET WEST OF THE WEST EDGE OF
 MH0053'CURB AND 26 FEET SOUTHEAST OF THE CENTER OF A STEEL SEWER
 MH0053'COVER.  THE STATION UNDERGROUND MARK IS SET IN AN IRREGULAR
 MH0053'MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 MH0053'
 MH0053'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WAPELLO NO 1
 MH0053'1956, IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS LEVEL
 MH0053'WITH THE GROUND SURFACE.  IT IS 41 FEET NORTH OF THE SOUTHWEST
 MH0053'CORNER OF BUILDING, 29 FEET EAST OF THE CENTER OF A PAVED
 MH0053'STREET AND 1 FOOT WEST OF THE WEST SIDE OF BUILDING.
 MH0053'
 MH0053'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WAPELLO NO 2
 MH0053'1956, IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS LEVEL
 MH0053'WITH THE GROUND SURFACE.  IT IS 34 FEET SOUTHWEST OF THE
 MH0053'CENTER OF A PAVED STREET, 2.5 FEET SOUTHEAST OF THE NORTHEAST
 MH0053'CORNER OF BUILDING AND 1 FOOT NORTHEAST OF THE NORTHEAST
 MH0053'SIDE OF BUILDING.
 MH0053'
 MH0053'AZIMUTH MARK, A STANDARD DISK STAMPED WAPELLO 1956, IS SET
 MH0053'IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 MH0053'IT IS 4 FEET SOUTHWEST OF THE WEST CORNER OF RUNWAY AND 4
 MH0053'FEET SOUTH OF LANDING LIGHT NO. 32.
 MH0053'
 MH0053'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 MH0053'THE SOUTHWEST-NORTHEAST RUNWAY FOR APPROXIMATELY 0.6 MILE
 MH0053'TO END OF RUNWAY AND THE AZIMUTH MARK AS DESCRIBED.
 MH0053'
 MH0053'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MH0053
 MH0053                          STATION RECOVERY (1963)
 MH0053
 MH0053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 MH0053'RECOVERED AS DESCRIBED
 MH0053
 MH0053                          STATION RECOVERY (1963)
 MH0053
 MH0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MH0053'0.5 MI N FROM TOOLESBORO.
 MH0053'ABOUT 0.5 MILE NORTH ALONG A DIRT ROAD FROM A DESERTED 2-STORY BRICK
 MH0053'BUILDING IN TOOLESBORO TO THE MARK IN A HOG PASTURE ON THE NORTH
 MH0053'SIDE OF THE ROAD JUST BEYOND A HOUSE ON THE SOUTH SIDE OF THE ROAD,
 MH0053'69 FEET NORTH OF DIRT ROAD, 43 FEET NORTH OF A EAST-WEST WIRE FENCE,
 MH0053'66 FEET WEST OF NORTHWEST CORNER OF OLD CORN CRIB IN HOG PASTURE,
 MH0053'AND ABOUT 490 FEET NORTHWEST OF MR. OTTS HOUSE ON SOUTH SIDE OF
 MH0053'ROAD, DISK SET IN TOP OF CONCRETE POST.
 MH0053
 MH0053                          STATION RECOVERY (1969)
 MH0053
 MH0053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WTJ)
 MH0053'STATION MARK AND R.M. 1 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MH0053'
 MH0053'R.M. 2 BELIEVED LOST, BUILDING MENTIONED IN ORIGINAL DESCRIPTION
 MH0053'IS NOW GONE AND SITE IS A PAVED PARKING LOT.  THE AZIMUTH
 MH0053'WAS RECOVERED, THE MONUMENT IS IN GOOD CONDITION, THE DISK
 MH0053'HAS BEEN REMOVED BUT THE STEM REMAINS IN THE MONUMENT AND
 MH0053'CAN BE USED.
 MH0053'
 MH0053'THE AIRPORT IS NOW KNOWN AS OTTUMWA INDUSTRIAL AIRPORT.
 MH0053'
 MH0053'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 MH0053'NNW OF OTTUMWA AT THE OTTUMWA INDUSTRIAL AIRPORT
 MH0053
 MH0053                          STATION RECOVERY (1973)
 MH0053
 MH0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JTH)
 MH0053'THE STATION MARK AND R.M. 1 WERE RECOVERED IN GOOD CONDITION
 MH0053'AS DESCRIBED IN THE 1969 RECOVERY NOTE BY WTJ.  THE AZIMUTH
 MH0053'MARK WAS NOT SEARCHED FOR.
 MH0053'
 MH0053'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 MH0053'NNW OF OTTUMWA AT THE OTTUMWA INDUSTRIAL AIRPORT
 MH0053
 MH0053                          STATION RECOVERY (1975)
 MH0053
 MH0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MH0053'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 MH0053'GOOD CONDITION.  THE BUILDING THAT WAS AT REFERENCE MARK 2 WAS
 MH0053'DESTROYED BY WIND AND REMOVED AND THE AREA WAS PUT INTO A PARKING
 MH0053'LOT AND THE MARK WAS EITHER DESTROYED OR COVERED.  THE TOP OF THE
 MH0053'AZIMUTH MARK HAD BEEN SHEARED OFF BY A SNOW PLOW.  THIS DATE A NEW
 MH0053'DISK WAS SET IN THE TOP OF THE ORIGINAL AZIMUTH MARK CONCRETE
 MH0053'MONUMENT AND REFERENCE MARK 3 WAS ESTABLISHED.  THE DISTANCE AND
 MH0053'DIRECTION TO REFERENCE MARK 1 COMPARED FAVORABLY WITH THE
 MH0053'PREVIOUS DATA.  THE OTTUMWA, MUNICIPAL WATER TANK 1956 WAS USED
 MH0053'FOR THE TIE LINE FOR THE DIRECTION TO AZIMUTH MARK 2 AND REFERENCE
 MH0053'MARK 3.  THE 1956 DESCRIPTION IS ADEQUATE FOR RECOVERY
 MH0053'WITH THE ADDITIONAL NOTES AS FOLLOWS--
 MH0053'
 MH0053'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WAPELLO 1956 NO 3 1975,
 MH0053'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE BASE
 MH0053'FOR A CONCRETE LAMP POST AND PROJECTS ABOUT 18 INCHES AND IN THE
 MH0053'SAME TRIANGULAR PLOT OF LAND AS THE STATION MARK.
 MH0053'
 MH0053'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WAPELLO 1956 AZ 2 1975,
 MH0053'CEMENTED IN A DRILL HOLE IN THE TOP OF THE ORIGINAL AZIMUTH MARK
 MH0053'CONCRETE MONUMENT AND ABOUT FLUSH WITH THE GROUND SURFACE.
 MH0053'
 MH0053'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 MH0053'NORTH-NORTHWEST OF OTTUMWA.
 MH0053
 MH0053                          STATION RECOVERY (1978)
 MH0053
 MH0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (EEE)
 MH0053'THE STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 MH0053'CONDITION AS DESCRIBED IN 1975 BY C. L. NOVAK.  THE AZIMUTH MARK SET
 MH0053'IN 1975 HAS BEEN SHEARED OFF THE MONUMENT.  THE SHANK REMAINS AND
 MH0053'WAS USED WITH GOOD RESULTS.
 MH0053'
 MH0053'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 MH0053'NORTH-NORTHWEST OF OTTUMWA.
 MH0053
 MH0053                          STATION RECOVERY (1981)
 MH0053
 MH0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (APF)
 MH0053'STATION MARK, R. M. NO. 1 AND R. M. NO. 3 WAS RECOVERED AS
 MH0053'DESCRIBED.  THE AZIMUTH MARK WAS FOUND WITH THE DISK SHEARED OFF.
 MH0053'
 MH0053'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES NNW OF
 MH0053'OTTUMWA AT OTTUMWA INDUSTRIAL AIRPORT.
 MH0053
 MH0053                          STATION RECOVERY (1981)
 MH0053
 MH0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MH0053'RECOVERED IN GOOD CONDITION.
 MH0053
 MH0053                          STATION RECOVERY (1997)
 MH0053
 MH0053'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1997 (HAT)
 MH0053'STATION IS LOCATED AT THE OTTUMWA MUNICIPAL AIRPORT WHICH IS
 MH0053'APPROXIMATELY 6.5 MILES (10.5 KM) NORTH-NORTHWEST OF OTTUMWA, IN A
 MH0053'SMALL, TRIANGLE PLOT OF LAND FORMED BY THE PAVED STREETS AND
 MH0053'APPROXIMATELY 50 YARDS EAST OF THE OPERATIONS BUILDING.  STATION
 MH0053'MARKS, ARE STANDARD DISKS STAMPED WAPELLO 1956.  THE STATION SURFACE
 MH0053'MARK IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS LEVEL WITH THE
 MH0053'GROUND SURFACE.  IT IS 52 FEET (15.8 M) NORTHEAST OF THE NORTHEAST
 MH0053'EDGE OF CURB, 29.5 FEET (9.0 M) SOUTHWEST OF A CEMENT LIGHT POLE NO.
 MH0053'25, 26 FEET (7.9 M) WEST OF THE WEST EDGE OF CURB AND 26 FEET (7.9 M)
 MH0053'SOUTHEAST OF THE CENTER OF A STEEL SEWER COVER.  THE STATION
 MH0053'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 MH0053'BELOW THE GROUND SURFACE.  , 1.5 FT (0.5 M) SOUTH OF A FENCE, 1.4 FT
 MH0053'(0.4 M) WEST OF A WHITE SURVEY WITNESS POST, AND 0.35 M (1.15 FT) WEST
 MH0053'OF A PINK STATE HARN SURVEY SIGN.
 MH0053
 MH0053                          STATION RECOVERY (2004)
 MH0053
 MH0053'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2004 (BRS)
 MH0053'MARK NOT FOUND.  CONSTRUCTION HAS TAKEN PLACE AT THE AIRPORT AND THE
 MH0053'MARK IS NOW BELIEVED TO BE UNDER A NEW ASPHALT ROAD APPROX. 2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0802 ***********************************************************************
 MG0802  DESIGNATION -  WAPELLO
 MG0802  PID         -  MG0802
 MG0802  STATE/COUNTY-  IA/LOUISA
 MG0802  USGS QUAD   -  TOOLESBORO (1992)
 MG0802
 MG0802                         *CURRENT SURVEY CONTROL
 MG0802  ___________________________________________________________________
 MG0802* NAD 83(1996)-  41 08 51.27609(N)    091 04 05.35461(W)     ADJUSTED  
 MG0802* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 MG0802  ___________________________________________________________________
 MG0802  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 MG0802  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MG0802
 MG0802  HORZ ORDER  -  FIRST
 MG0802
 MG0802.The horizontal coordinates were established by classical geodetic methods
 MG0802.and adjusted by the National Geodetic Survey in May 1999..
 MG0802
 MG0802.The orthometric height was scaled from a topographic map.
 MG0802
 MG0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0802
 MG0802.The geoid height was determined by GEOID03.
 MG0802
 MG0802;                    North         East     Units Scale Factor Converg.
 MG0802;SPC IA S     -   130,289.948   704,109.722   MT  0.99994880   +1 36 06.7
 MG0802;SPC IL W     -   497,805.479   624,326.644   MT  1.00001163   -0 35 35.5
 MG0802;SPC IL W     - 1,633,216.81  2,048,311.66   sFT  1.00001163   -0 35 35.5
 MG0802;UTM  15      - 4,556,938.353   662,112.455   MT  0.99992345   +1 16 17.2
 MG0802
 MG0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0802!SPC IA S     -   0.99997240  x   0.99994880  =   0.99992120
 MG0802!SPC IL W     -   0.99997240  x   1.00001163  =   0.99998403
 MG0802!UTM  15      -   0.99997240  x   0.99992345  =   0.99989585
 MG0802
 MG0802:                Primary Azimuth Mark                     Grid Az
 MG0802:SPC IA S     -  JOY WATER TANK                           069 22 32.8
 MG0802:SPC IL W     -  JOY WATER TANK                           071 34 15.0
 MG0802:UTM  15      -  JOY WATER TANK                           069 42 22.3
 MG0802
 MG0802|---------------------------------------------------------------------|
 MG0802| PID    Reference Object                     Distance      Geod. Az  |
 MG0802|                                                           dddmmss.s |
 MG0802| MG0736 JOY WATER TANK                      APPROX.16.6 KM 0705839.5 |
 MG0802| CM2545 WAPELLO RM 1                         55.870 METERS 14108     |
 MG0802| MG0803 GATES                               APPROX. 9.8 KM 1775906.6 |
 MG0802| MG0804 MORNING SUN WATER TANK              APPROX.16.6 KM 2502500.1 |
 MG0802| CM2546 WAPELLO RM 2                                       27057     |
 MG0802| MG0793 MUSCATINE AIRPORT BEACON 27A        APPROX.24.8 KM 3450351.0 |
 MG0802|---------------------------------------------------------------------|
 MG0802
 MG0802                          SUPERSEDED SURVEY CONTROL
 MG0802
 MG0802  NAD 83(1986)-  41 08 51.27523(N)    091 04 05.35493(W) AD(       ) 1
 MG0802  NAD 27      -  41 08 51.15700(N)    091 04 04.83000(W) AD(       ) 1
 MG0802
 MG0802.Superseded values are not recommended for survey control.
 MG0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0802.See file dsdata.txt to determine how the superseded data were derived.
 MG0802
 MG0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF6211256938(NAD 83)
 MG0802_MARKER: DS = TRIANGULATION STATION DISK
 MG0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0802
 MG0802  HISTORY     - Date     Condition        Report By
 MG0802  HISTORY     - 1931     MONUMENTED       CGS
 MG0802  HISTORY     - 1934     GOOD             IOWAGS
 MG0802
 MG0802                          STATION DESCRIPTION
 MG0802
 MG0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 MG0802'STATION IS ABOUT 6 MILES SOUTHEAST OF WAPELLO, 4 MILES NORTH OF
 MG0802'OAKVILLE, AND 1/2 MILE NORTHWEST OF TOOLESBORO, NEAR EDGE OF
 MG0802'BLUFF.
 MG0802'
 MG0802'TO REACH FROM TOOLESBORO, TURN NORTH ONTO DIRT ROAD AT POINT
 MG0802'ALMOST DIRECTLY OPPOSITE A DESERTED 2-STORY BRICK BUILDING
 MG0802'AND CONTINUE ON THIS WINDING ROAD FOR A DISTANCE OF 0.5 MILE
 MG0802'TO STATION SITE ON NORTH SIDE OF ROAD AND JUST BEYOND A HOUSE
 MG0802'ON THE SOUTH SIDE OF ROAD.  MARK IS IN A HOG PASTURE, 21.0
 MG0802'METERS NORTH OF CENTERLINE OF DIRT GRADED ROAD, 13.1 METERS
 MG0802'NORTH OF EAST-AND-WEST WIRE FENCE LINE, 20.05 METERS WEST OF
 MG0802'NORTHWEST CORNER OF OLD CORN CRIB IN HOG PASTURE, AND ABOUT
 MG0802'150 METERS NORTHWEST OF MR. OTTOS HOUSE ON SOUTH SIDE OF
 MG0802'ROAD.  STATION AND REFERENCE MARKS ARE STAMPED WAPILLO.
 MG0802'
 MG0802'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, IN THE
 MG0802'NORTHWEST CORNER OF A TRIANGULAR ENCLOSED YOUNG ORCHARD, 1 METER
 MG0802'EAST OF NORTH-AND-SOUTH WIRE FENCE LINE, 1 METER SOUTHEAST OF
 MG0802'NORTHWEST CORNER POST, AND 6.0 METERS SOUTH OF CENTERLINE
 MG0802'OF DIRT GRADED ROAD.
 MG0802'
 MG0802'REFERENCE MARK NO. 2 IS WEST OF THE STATION, IN CULTIVATED FIELD,
 MG0802'1 FOOT EAST OF OLD FENCE LINE, 3 METERS EAST OF CENTERLINE
 MG0802'OF OLD NORTH-AND-SOUTH WAGON ROAD, AND ABOUT 150 METERS
 MG0802'NORTH OF LOUISA COUNTY GRAVEL ROAD A.
 MG0802'
 MG0802'HEIGHT OF SIGNAL ABOVE STATION MARK - 31 METERS.
 MG0802
 MG0802                          STATION RECOVERY (1934)
 MG0802
 MG0802'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MG0802'THE ORIGINAL DESCRIPTION OF THE STATION STILL APPLIES EXCEPT THAT
 MG0802'THE DIRT-GRAVELED ROAD TERMINATES AT MR. OTTOS HOUSE, THUS VOIDING
 MG0802'REFERENCES TO CENTERLINE OF DIRT-GRAVELED ROAD.  NO ADDITIONAL
 MG0802'REFERENCES WERE TAKEN AS THE STATION IS EASILY FOUND FROM THE
 MG0802'REMAINDER OF THE DESCRIPTION NOTES.  STATION IN GOOD CONDITION.
 MG0802'
 MG0802'REFERENCE MARK NO. 1 RECOVERED AND IN GOOD CONDITION.  THE
 MG0802'OLD DESCRIPTION STILL APPLIES.
 MG0802'
 MG0802'REFERENCE MARK NO. 2 WAS DESTROYED BY A ROAD GRADER IN 1932.
 MG0802'BRONZE CAP RECOVERED AND AWAITS DISPOSAL.
 MG0802'
 MG0802'SPECIAL NOTE--ALL DESCRIPTIONS OF THE STATION HAVE THE NAME
 MG0802'MISSPELLED.  IT APPEARS ON THE TABLET WAPILLO INSTEAD OF
 MG0802'THE DESCRIPTIVE WAPELLO.
 MG0802'
 MG0802'DESCRIPTION OF STATION AS GIVEN TO SURVEY PARTY 1934.
 MG0802'
 MG0802'STATION IS ABOUT 6 MILES SOUTHEAST OF WAPELLO, 4 MILES NORTH OF
 MG0802'OAKVILLE, AND 1/2 MILE NORTHWEST OF TOOLESBORO, NEAR EDGE
 MG0802'OF BLUFF.
 MG0802'
 MG0802'TO REACH FROM TOOLESBORO TURN NORTH ONTO DIRT ROAD AT POINT
 MG0802'ALMOST DIRECTLY OPPOSITE A DESERTED 2-STORY BRICK BUILDING,
 MG0802'CONTINUE ON THIS WINDING ROAD FOR 0.5 MILE TO STATION ON NORTH
 MG0802'SIDE OF ROAD, AND JUST BEYOND HOUSE ON SOUTH SIDE OF ROAD.
 MG0802'MARK IS IN HOG PASTURE, 21.0 METERS NORTH OF CENTERLINE OF
 MG0802'DIRT GRADED ROAD, 13.1 METERS NORTH OF EAST-AND-WEST WIRE FENCE
 MG0802'LINE, 20.05 METERS WEST OF NORTHWEST CORNER OF OLD CORN CRIB
 MG0802'IN HOG PASTURE, AND ABOUT 150 METERS NORTHWEST OF MR. OTTOS
 MG0802'HOUSE ON SOUTH SIDE OF ROAD.  STATION AND REFERENCE MARKS ARE
 MG0802'STAMPED WAPELLO.
 MG0802'
 MG0802'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION IN THE
 MG0802'NORTHWEST CORNER OF A TRIANGULAR ENCLOSED YOUNG ORCHARD, 1 METER
 MG0802'EAST OF NORTH-AND-SOUTH WIRE FENCE LINE, 1 METER SOUTHEAST OF
 MG0802'NORTHWEST CORNER POST AND 60 METERS SOUTH OF CENTERLINE OF
 MG0802'DIRT GRADED ROAD.
 MG0802'
 MG0802'REFERENCE MARK NO. 2 IS WEST OF THE STATION IN CULTIVATED
 MG0802'FIELD, 1 FOOT EAST OF OLD FENCE LINE, 3 METERS EAST OF CENTERLINE
 MG0802'OF OLD NORTH-AND-SOUTH WAGON ROAD, AND ABOUT 150 METERS NORTH
 MG0802'OF LOUISA COUNTY GRAVEL ROAD A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0538 ***********************************************************************
 MH0538  DESIGNATION -  WAPELLO AZ MK 2
 MH0538  PID         -  MH0538
 MH0538  STATE/COUNTY-  IA/WAPELLO
 MH0538  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0538
 MH0538                         *CURRENT SURVEY CONTROL
 MH0538  ___________________________________________________________________
 MH0538* NAD 83(1996)-  41 06 11.85432(N)    092 27 16.10370(W)     ADJUSTED  
 MH0538* NAVD 88     -       256.2    (meters)     841.     (feet)  VERTCON   
 MH0538  ___________________________________________________________________
 MH0538  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 MH0538  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 MH0538
 MH0538  HORZ ORDER  -  THIRD
 MH0538
 MH0538.The horizontal coordinates were established by classical geodetic methods
 MH0538.and adjusted by the National Geodetic Survey in May 1999..
 MH0538.No horizontal observational check was made to the station.
 MH0538
 MH0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0538
 MH0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0538
 MH0538.The geoid height was determined by GEOID03.
 MH0538
 MH0538;                    North         East     Units Scale Factor Converg.
 MH0538;SPC IA S     -   123,046.601   587,821.592   MT  0.99994981   +0 41 19.3
 MH0538;UTM  15      - 4,550,367.022   545,808.030   MT  0.99962583   +0 21 31.1
 MH0538
 MH0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0538!SPC IA S     -   0.99996491  x   0.99994981  =   0.99991472
 MH0538!UTM  15      -   0.99996491  x   0.99962583  =   0.99959075
 MH0538
 MH0538                          SUPERSEDED SURVEY CONTROL
 MH0538
 MH0538  NAD 83(1986)-  41 06 11.85922(N)    092 27 16.11604(W) AD(       ) 3
 MH0538  NAD 27      -  41 06 11.81304(N)    092 27 15.43676(W) AD(       ) 3
 MH0538  NGVD 29 (07/19/86)  256.2    (m)          841.     (f) VERT ANG       
 MH0538
 MH0538.Superseded values are not recommended for survey control.
 MH0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0538.See file dsdata.txt to determine how the superseded data were derived.
 MH0538
 MH0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF4580850367(NAD 83)
 MH0538
 MH0538  HISTORY     - Date     Condition        Report By
 MH0538  HISTORY     - 1975     MONUMENTED       NGS
 MH0538  HISTORY     - 1975     GOOD             NGS
 MH0538
 MH0538                          STATION DESCRIPTION
 MH0538
 MH0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MH0538'THE STATION MARK IS A STANDARD DISK STAMPED WAPELLO 1956 AZ 2 1975,
 MH0538'CEMENTED IN A DRILL HOLE IN THE TOP OF THE ORIGINAL AZIMUTH MARK
 MH0538'CONCRETE MONUMENT AND ABOUT FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0662 ***********************************************************************
 MH0662  DESIGNATION -  WARD
 MH0662  PID         -  MH0662
 MH0662  STATE/COUNTY-  IA/CLARKE
 MH0662  USGS QUAD   -  OSCEOLA (1983)
 MH0662
 MH0662                         *CURRENT SURVEY CONTROL
 MH0662  ___________________________________________________________________
 MH0662* NAD 83(1996)-  41 01 42.51033(N)    093 50 53.54389(W)     ADJUSTED  
 MH0662* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 MH0662  ___________________________________________________________________
 MH0662  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 MH0662  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 MH0662
 MH0662  HORZ ORDER  -  SECOND
 MH0662
 MH0662.The horizontal coordinates were established by classical geodetic methods
 MH0662.and adjusted by the National Geodetic Survey in May 1999..
 MH0662
 MH0662.The orthometric height was scaled from a topographic map.
 MH0662
 MH0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0662
 MH0662.The geoid height was determined by GEOID03.
 MH0662
 MH0662;                    North         East     Units Scale Factor Converg.
 MH0662;SPC IA S     -   114,268.906   470,717.640   MT  0.99995288   -0 13 45.7
 MH0662;UTM  15      - 4,542,264.555   428,694.867   MT  0.99966258   -0 33 24.5
 MH0662
 MH0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0662!SPC IA S     -   0.99994888  x   0.99995288  =   0.99990176
 MH0662!UTM  15      -   0.99994888  x   0.99966258  =   0.99961147
 MH0662
 MH0662:                Primary Azimuth Mark                     Grid Az
 MH0662:SPC IA S     -  OSCEOLA MUNICIPAL TANK                   084 17 35.2
 MH0662:UTM  15      -  OSCEOLA MUNICIPAL TANK                   084 37 14.0
 MH0662
 MH0662|---------------------------------------------------------------------|
 MH0662| PID    Reference Object                     Distance      Geod. Az  |
 MH0662|                                                           dddmmss.s |
 MH0662| MH0660 OSCEOLA MUNICIPAL TANK              APPROX. 6.8 KM 0840349.5 |
 MH0662| CM2555 WARD RM 1                             8.682 METERS 08508     |
 MH0662| CM2554 WARD AZ MK                                         1193340.8 |
 MH0662| CM2557 WARD RM 3                            25.035 METERS 17354     |
 MH0662| CM2556 WARD RM 2                             8.736 METERS 26916     |
 MH0662|---------------------------------------------------------------------|
 MH0662
 MH0662                          SUPERSEDED SURVEY CONTROL
 MH0662
 MH0662  NAD 83(1986)-  41 01 42.51268(N)    093 50 53.55417(W) AD(       ) 2
 MH0662  NAD 27      -  41 01 42.53010(N)    093 50 52.75480(W) AD(       ) 2
 MH0662
 MH0662.Superseded values are not recommended for survey control.
 MH0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0662.See file dsdata.txt to determine how the superseded data were derived.
 MH0662
 MH0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF2869542265(NAD 83)
 MH0662_MARKER: DS = TRIANGULATION STATION DISK
 MH0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0662
 MH0662  HISTORY     - Date     Condition        Report By
 MH0662  HISTORY     - 1958     MONUMENTED       CGS
 MH0662
 MH0662                          STATION DESCRIPTION
 MH0662
 MH0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MH0662'THE STATION IS ABOUT 4.0 MILES WEST OF OSCEOLA, IN THE NORTHEAST
 MH0662'CORNER OF SEC. 21, T. 72 N., R. 26 W., AND ON THE RIGHT-OF-WAY
 MH0662'OF U.S. HIGHWAY 34.  IT IS 145 FEET NORTHEAST OF THE INTERSECTION
 MH0662'OF HIGHWAY 34 AND A DRIVEWAY SOUTH, 49 FEET NORTH OF THE
 MH0662'CENTERLINE OF HIGHWAY 34, 22 FEET NORTHWEST OF A TELEPHONE
 MH0662'POLE, 5 FEET EAST OF A WHITE WITNESS POST AND 2 FEET SOUTH
 MH0662'OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 MH0662'STAMPED WARD 1958.
 MH0662'
 MH0662'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 MH0662'IN OSCEOLA, GO SOUTH ON U.S. HIGHWAY 69 FOR 0.2 MILE TO
 MH0662'A CROSSROAD.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 34
 MH0662'FOR 3.55 MILES TO A CROSSROAD.  CONTINUE ON HIGHWAY 34 FOR
 MH0662'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON HIGHWAY
 MH0662'34 FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 MH0662'
 MH0662'REFERENCE MARK 1 IS 50 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 MH0662'34, 20 FEET NORTHEAST OF A TELEPHONE POLE AND 6 INCHES SOUTH
 MH0662'OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 MH0662'DISK IS STAMPED WARD NO 1 1958.
 MH0662'
 MH0662'REFERENCE MARK 2 IS 50 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 MH0662'34, 24 FEET WEST OF A WHITE WITNESS POST AND 6 INCHES SOUTH
 MH0662'OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 MH0662'DISK IS STAMPED WARD NO 2 1958.
 MH0662'
 MH0662'REFERENCE MARK 3 IS 37 FEET WEST OF A POWER POLE, 32 FEET
 MH0662'SOUTH OF THE CENTERLINE OF HIGHWAY 34 AND 6 INCHES NORTH
 MH0662'OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 MH0662'STAMPED WARD NO 3 1958.
 MH0662'
 MH0662'THE AZIMUTH MARK IS 47 FEET WEST-NORTHWEST OF A POWER POLE,
 MH0662'34 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 34, 3 FEET
 MH0662'NORTHWEST OF A T-FENCE CORNER, 2 FEET EAST OF A WHITE WITNESS
 MH0662'POST AND 6 INCHES NORTHEAST OF A WIRE FENCE.  THE MONUMENT
 MH0662'PROJECTS 2 INCHES AND THE DISK IS STAMPED WARD 1958.
 MH0662'
 MH0662'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0617 ***********************************************************************
 NK0617  DESIGNATION -  WASH
 NK0617  PID         -  NK0617
 NK0617  STATE/COUNTY-  IA/TAMA
 NK0617  USGS QUAD   -  GRUNDY CENTER (1979)
 NK0617
 NK0617                         *CURRENT SURVEY CONTROL
 NK0617  ___________________________________________________________________
 NK0617* NAD 83(1996)-  42 17 16.35855(N)    092 45 28.62271(W)     ADJUSTED  
 NK0617* NAVD 88     -       325.0    (meters)    1066.     (feet)  VERTCON   
 NK0617  ___________________________________________________________________
 NK0617  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 NK0617  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 NK0617
 NK0617  HORZ ORDER  -  SECOND
 NK0617
 NK0617.The horizontal coordinates were established by classical geodetic methods
 NK0617.and adjusted by the National Geodetic Survey in May 1999..
 NK0617
 NK0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0617
 NK0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0617
 NK0617.The geoid height was determined by GEOID03.
 NK0617
 NK0617;                    North         East     Units Scale Factor Converg.
 NK0617;SPC IA N     - 1,087,782.912 1,561,198.673   MT  0.99996721   +0 30 10.5
 NK0617;UTM  15      - 4,681,768.086   519,955.343   MT  0.99960490   +0 09 46.3
 NK0617
 NK0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0617!SPC IA N     -   0.99995403  x   0.99996721  =   0.99992124
 NK0617!UTM  15      -   0.99995403  x   0.99960490  =   0.99955894
 NK0617
 NK0617|---------------------------------------------------------------------|
 NK0617| PID    Reference Object                     Distance      Geod. Az  |
 NK0617|                                                           dddmmss.s |
 NK0617| CI7316 WASH RM 2                            18.498 METERS 06047     |
 NK0617| NK0590 BELL TEL MICROWAVE TOWER            APPROX. 4.3 KM 0985552.9 |
 NK0617| CI7315 WASH RM 1                            11.822 METERS 34322     |
 NK0617|---------------------------------------------------------------------|
 NK0617
 NK0617                          SUPERSEDED SURVEY CONTROL
 NK0617
 NK0617  NAD 83(1996)-  42 17 16.35964(N)    092 45 28.61553(W) AD(       ) 2
 NK0617  NAD 83(1986)-  42 17 16.35954(N)    092 45 28.61507(W) AD(       ) 2
 NK0617  NAD 27      -  42 17 16.41379(N)    092 45 27.89081(W) AD(       ) 2
 NK0617  NGVD 29 (07/19/86)  325.0    (m)         1066.     (f) VERT ANG       
 NK0617
 NK0617.Superseded values are not recommended for survey control.
 NK0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0617.See file dsdata.txt to determine how the superseded data were derived.
 NK0617
 NK0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG1995581768(NAD 83)
 NK0617_MARKER: DD = SURVEY DISK
 NK0617_SETTING: 0 = UNSPECIFIED SETTING
 NK0617
 NK0617  HISTORY     - Date     Condition        Report By
 NK0617  HISTORY     - 1970     MONUMENTED       USGS
 NK0617
 NK0617                          STATION DESCRIPTION
 NK0617
 NK0617'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 NK0617'THE STATION IS ABOUT 5.0 MI SSE. OF GRUNDY CENTER, IOWA, ABOUT 0.1
 NK0617'MI. S. OF THE CENTER OF SEC. 6, T. 86 N., R. 16 W., ON A SLIGHT
 NK0617'RISE.
 NK0617'
 NK0617'TO REACH THE STATION FROM THE JCT. OF ST. HWY. 14 AND ST. HWY. 175
 NK0617'IN GRUNDY CENTER, GO E. ON ST. HWY. 175 FOR 0.5 MI TO A T-RD. S.,
 NK0617'TURN RIGHT ON PAVED RD. AND GO S. FOR 5.1 MI TO A FIELD ENTRANCE
 NK0617'W. AND STATION ON RIGHT (W.).
 NK0617'
 NK0617'STATION MARK, STAMPED ET WASH 1970 IS 52 FT S. AND 20 FT W. OF
 NK0617'CENTER OF RD. AT FENCE E., ABOUT 220 FT N. AND 20 FT W. OF CENTER
 NK0617'OF RD. AT DRIVE W.
 NK0617'
 NK0617'REFERENCE MARK NO. 1, STAMPED WASH NO 1 1970 IS NNW. OF THE
 NK0617'STATION, 16 FT S. AND 31 FT W. OF CENTER OF RD. AT FENCE E., 1.5
 NK0617'FT E. OF W. RIGHT-OF-WAY FENCE, 1.5 FT E. OF USGS WITNESS POST.
 NK0617'
 NK0617'REFERENCE MARK NO. 2, STAMPED WASH NO 2 1970 IS ENE. OF THE
 NK0617'STATION, 22 FT S. AND 32 FT E. OF CENTER OF RD. AT FENCE E., 1
 NK0617'FT W. OF E. RIGHT-OF-WAY FENCE.
 NK0617'
 NK0617'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0617'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NK0617'GRAVEL TO WITHIN 1 IN. OF CAP.  STATION MARK HAS ONE ADDITIONAL
 NK0617'LENGTH OF 6 IN. DIAMETER TILE DIRECTLY ABOVE THE INITIAL TILE FOR
 NK0617'PROTECTION AND IS BURIED APPROX. 20 IN.  REFERENCE MARK 1 AND
 NK0617'REFERENCE MARK 2 ARE SET FLUSH WITH THE GROUND.
 NK0617'
 NK0617'NO AZIMUTH MARK WAS SET.
 NK0617'
 NK0617'REFERENCE AZIMUTH USED - BELL TELEPHONE MICROWAVE TOWER.  POINT
 NK0617'OBSERVED WAS CENTER RED LIGHT ON THE BELL TELEPHONE MICROWAVE
 NK0617'TOWER.  THE TOWER IS TRIANGULAR PAINTED ALTERNATE RED AND WHITE,
 NK0617'T. 86 N., R. 16 W., ABOUT 0.05 MI S. AND ABOUT 0.1 MI E. OF THE
 NK0617'COR. OF SECS. 3, 4, 9 AND 10.
 NK0617'
 NK0617'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0892 ***********************************************************************
 ON0892  DESIGNATION -  WASH
 ON0892  PID         -  ON0892
 ON0892  STATE/COUNTY-  IA/WINNESHIEK
 ON0892  USGS QUAD   -  FESTINA (1981)
 ON0892
 ON0892                         *CURRENT SURVEY CONTROL
 ON0892  ___________________________________________________________________
 ON0892* NAD 83(1996)-  43 05 22.11564(N)    091 51 15.20377(W)     ADJUSTED  
 ON0892* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 ON0892  ___________________________________________________________________
 ON0892  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 ON0892  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 ON0892
 ON0892  HORZ ORDER  -  SECOND
 ON0892
 ON0892.The horizontal coordinates were established by classical geodetic methods
 ON0892.and adjusted by the National Geodetic Survey in May 1999..
 ON0892
 ON0892.The orthometric height was scaled from a topographic map.
 ON0892
 ON0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0892
 ON0892.The geoid height was determined by GEOID03.
 ON0892
 ON0892;                    North         East     Units Scale Factor Converg.
 ON0892;SPC IA N     - 1,177,861.465 1,633,991.178   MT  0.99997243   +1 06 55.5
 ON0892;UTM  15      - 4,771,388.124   593,255.170   MT  0.99970698   +0 46 58.0
 ON0892
 ON0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0892!SPC IA N     -   0.99994988  x   0.99997243  =   0.99992231
 ON0892!UTM  15      -   0.99994988  x   0.99970698  =   0.99965688
 ON0892
 ON0892|---------------------------------------------------------------------|
 ON0892| PID    Reference Object                     Distance      Geod. Az  |
 ON0892|                                                           dddmmss.s |
 ON0892| CI7313 WASH RM 1                            23.220 METERS 02501     |
 ON0892| CI7314 WASH RM 2                            17.170 METERS 13102     |
 ON0892| CI7312 WASH AZ MK                                         2125743.8 |
 ON0892|---------------------------------------------------------------------|
 ON0892
 ON0892                          SUPERSEDED SURVEY CONTROL
 ON0892
 ON0892  NAD 83(1996)-  43 05 22.11559(N)    091 51 15.20366(W) AD(       ) 2
 ON0892  NAD 83(1986)-  43 05 22.10764(N)    091 51 15.20299(W) AD(       ) 2
 ON0892  NAD 27      -  43 05 22.20240(N)    091 51 14.62220(W) AD(       ) 2
 ON0892
 ON0892.Superseded values are not recommended for survey control.
 ON0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0892.See file dsdata.txt to determine how the superseded data were derived.
 ON0892
 ON0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9325571388(NAD 83)
 ON0892_MARKER: DS = TRIANGULATION STATION DISK
 ON0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0892
 ON0892  HISTORY     - Date     Condition        Report By
 ON0892  HISTORY     - 1961     MONUMENTED       CGS
 ON0892  HISTORY     - 1980     GOOD             LOCENG
 ON0892
 ON0892                          STATION DESCRIPTION
 ON0892
 ON0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0892'THE STATION IS ABOUT 6-1/2 MILES SOUTH OF CALMAR, ABOUT
 ON0892'6 MILES SOUTHWEST OF OSSIAN, ABOUT 5-1/2 MILES SOUTHEAST
 ON0892'OF FORT ATKINSON, NEAR THE CENTER OF SEC. 36, T. 96 N., R. 9 W.,
 ON0892'AND ON THE ROAD RIGHT-OF-WAY.  IT IS 326 FEET SOUTHWEST
 ON0892'OF THE INTERSECTION OF A T-ROAD, 40 FEET NORTHEAST OF A
 ON0892'FENCE CORNER, 30 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED
 ON0892'ROAD AND 10 FEET SOUTHEAST OF A WIRE FENCE AND A WITNESS
 ON0892'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WASH
 ON0892'1961.
 ON0892'
 ON0892'TO REACH FROM THE POST OFFICE IN CALMAR, GO SOUTH ON STATE
 ON0892'HIGHWAY 150 FOR 4.5 MILES TO A CROSSROAD IN THE VILLAGE
 ON0892'OF FESTINA.  CONTINUE SOUTHERLY ON HIGHWAY 150 FOR 2.4 MILES
 ON0892'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON A
 ON0892'GRAVELED ROAD FOR 326 FEET TO THE STATION ON THE RIGHT.
 ON0892'
 ON0892'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 ON0892'ON THE GRAVELED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON
 ON0892'THE RIGHT JUST AFTER PASSING A FIELD ENTRANCE ON THE LEFT.
 ON0892'
 ON0892'REFERENCE MARK 1 IS 65 FEET NORTHWEST OF THE CENTERLINE
 ON0892'OF THE GRAVELED ROAD AND 1 FOOT SOUTHEAST OF THE WIRE FENCE.
 ON0892'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WASH NO 1
 ON0892'1961.
 ON0892'
 ON0892'REFERENCE MARK 2 IS 72 FEET NORTHEAST OF A NORTHEAST GATE
 ON0892'POST, 24 FEET SOUTHEAST OF THE CENTERLINE OF THE GRAVELED
 ON0892'ROAD AND 1 FOOT NORTHWEST OF A WIRE FENCE.  THE MONUMENT
 ON0892'PROJECTS 4 INCHES AND THE DISK IS STAMPED WASH NO 2 1961.
 ON0892'
 ON0892'THE AZIMUTH MARK IS 22 FEET WEST OF THE CENTERLINE OF THE
 ON0892'GRAVELED ROAD, 2 FEET NORTH OF A WITNESS POST AND 1 FOOT
 ON0892'EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 6 INCHES AND
 ON0892'THE DISK IS STAMPED WASH 1961.
 ON0892'
 ON0892'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 ON0892
 ON0892                          STATION RECOVERY (1980)
 ON0892
 ON0892'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (SH)
 ON0892'STATION RECOVERED BY KBM INC.
 ON0892'
 ON0892'WASH 1961 FOUND STATION AND AZ MARK IN GOOD CONDITION AS
 ON0892'DESCRIBED.  NO WITNESS POST BY AZ MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1186 ***********************************************************************
 MJ1186  DESIGNATION -  WASH
 MJ1186  PID         -  MJ1186
 MJ1186  STATE/COUNTY-  IA/CASS
 MJ1186  USGS QUAD   -  ATLANTIC (1971)
 MJ1186
 MJ1186                         *CURRENT SURVEY CONTROL
 MJ1186  ___________________________________________________________________
 MJ1186* NAD 83(1996)-  41 24 37.23046(N)    095 05 41.76017(W)     ADJUSTED  
 MJ1186* NAVD 88     -       405.0    (meters)    1329.     (feet)  VERTCON   
 MJ1186  ___________________________________________________________________
 MJ1186  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 MJ1186  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MJ1186
 MJ1186  HORZ ORDER  -  SECOND
 MJ1186
 MJ1186.The horizontal coordinates were established by classical geodetic methods
 MJ1186.and adjusted by the National Geodetic Survey in May 1999..
 MJ1186
 MJ1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1186
 MJ1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1186
 MJ1186.The geoid height was determined by GEOID03.
 MJ1186
 MJ1186;                    North         East     Units Scale Factor Converg.
 MJ1186;SPC IA S     -   157,840.110   366,659.133   MT  0.99995503   -1 03 02.1
 MJ1186;UTM  15      - 4,586,428.345   324,905.163   MT  0.99997731   -1 23 09.7
 MJ1186
 MJ1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1186!SPC IA S     -   0.99994082  x   0.99995503  =   0.99989585
 MJ1186!UTM  15      -   0.99994082  x   0.99997731  =   0.99991813
 MJ1186
 MJ1186:                Primary Azimuth Mark                     Grid Az
 MJ1186:SPC IA S     -  WASH AZ MK                               030 44 18.8
 MJ1186:UTM  15      -  WASH AZ MK                               031 04 26.4
 MJ1186
 MJ1186|---------------------------------------------------------------------|
 MJ1186| PID    Reference Object                     Distance      Geod. Az  |
 MJ1186|                                                           dddmmss.s |
 MJ1186| MJ1185 WASH AZ MK                          APPROX. 2.6 KM 0294116.7 |
 MJ1186| MJ1190 LEWIS STATE PATROL RAD MAST         APPROX.10.4 KM 1823758.5 |
 MJ1186| CL7824 WASH RM 1                            17.401 METERS 22956     |
 MJ1186| CL7825 WASH RM 2                            23.659 METERS 28246     |
 MJ1186| MJ1193 WALNUT MUN TANK                     APPROX.13.5 KM 3070502.3 |
 MJ1186|---------------------------------------------------------------------|
 MJ1186
 MJ1186                          SUPERSEDED SURVEY CONTROL
 MJ1186
 MJ1186  NAD 83(1996)-  41 24 37.22984(N)    095 05 41.77867(W) AD(       ) 2
 MJ1186  NAD 83(1986)-  41 24 37.22968(N)    095 05 41.77909(W) AD(       ) 2
 MJ1186  NAD 27      -  41 24 37.26384(N)    095 05 40.81034(W) AD(       ) 2
 MJ1186  NGVD 29 (07/19/86)  404.9    (m)         1328.     (f) VERT ANG       
 MJ1186
 MJ1186.Superseded values are not recommended for survey control.
 MJ1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1186.See file dsdata.txt to determine how the superseded data were derived.
 MJ1186
 MJ1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF2490586428(NAD 83)
 MJ1186_MARKER: DD = SURVEY DISK
 MJ1186_SETTING: 0 = UNSPECIFIED SETTING
 MJ1186
 MJ1186  HISTORY     - Date     Condition        Report By
 MJ1186  HISTORY     - 1968     MONUMENTED       USGS
 MJ1186
 MJ1186                          STATION DESCRIPTION
 MJ1186
 MJ1186'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1186'STATION IS LOCATED ABOUT 4.5 MI W. OF ATLANTIC, ABOUT 3 MI S. AND
 MJ1186'0.5 MI E. OF MARNE, IN THE NW. QUARTER OF SW. QUARTER SEC. 3, T. 76
 MJ1186'N., R. 37 W., IN THE RIGHT-OF-WAY OF THE ROCK ISLAND AND PACIFIC
 MJ1186'RR., ON THE E. END OF A WELL CONSOLIDATED SPOIL BANK, ABOUT 0.2 MI
 MJ1186'E. OF A WOODEN BRIDGE OVERPASS OF RR.
 MJ1186'
 MJ1186'TO REACH THE STATION FROM THE POST OFFICE AT ATLANTIC, DRIVE
 MJ1186'S. FOR 1 BLOCK ON WALNUT ST. TO SIXTH STREET, TURN RIGHT AND DRIVE
 MJ1186'W. ON SIXTH ST. AND CO. RD. G-30 FOR 4.65 MI TO A GRAVEL
 MJ1186'RD. CROSSING, TURN RIGHT AND DRIVE N. 0.4 MI ON GRAVEL RD. TO
 MJ1186'N. END OF WOODEN BRIDGE OVER RR., TURN RIGHT AND DRIVE E. FOR 0.1
 MJ1186'MI ALONG N. EDGE OF RIGHT-OF-WAY.  CONTINUE E. ON FOOT FOR 0.1
 MJ1186'MI TO STATION ON TOP OF SPOIL BANK.
 MJ1186'
 MJ1186'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED WASH
 MJ1186'1968 CRIMPED ON 10 FT LENGTH OF COPPER COATED ROD, DRIVEN FLUSH
 MJ1186'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MJ1186'
 MJ1186'STATION MARK IS NEAR E. END OF SPOIL BANK 1060 FT E. OF CENTER
 MJ1186'E.-W. GRAVEL RD., ABOUT 120 FT N. OF RR., 66 FT N. OF N. EDGE
 MJ1186'OF DEEP RR. CUT, 266 FT W. OF SW. COR. OF A BARNLOT FENCE, 36 FT
 MJ1186'E. OF A SMALL WILLOW TREE AND 27 FT SE. OF A SMALL COTTONWOOD
 MJ1186'TREE.
 MJ1186'
 MJ1186'REFERENCE MARK 1 IS 57.09 FT (17.401 M.) S.-SW. OF STATION, ABOUT
 MJ1186'12 FT BELOW STATION, 19 FT N. OF N. EDGE OF RR. CUT AND 1 FT N. OF
 MJ1186'A METAL WITNESS POST.
 MJ1186'
 MJ1186'REFERENCE MARK 2 IS 77.62 FT (23.659 M.) W,. OF STATION, ON W. END
 MJ1186'OF SPOIL BANK, ABOUT LEVEL WITH STATION AND 1 FT E. OF A METAL
 MJ1186'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1185 ***********************************************************************
 MJ1185  DESIGNATION -  WASH AZ MK
 MJ1185  PID         -  MJ1185
 MJ1185  STATE/COUNTY-  IA/CASS
 MJ1185  USGS QUAD   -  ATLANTIC (1971)
 MJ1185
 MJ1185                         *CURRENT SURVEY CONTROL
 MJ1185  ___________________________________________________________________
 MJ1185* NAD 83(1996)-  41 25 51.15275(N)    095 04 45.75923(W)     ADJUSTED  
 MJ1185* NAVD 88     -       406.4    (meters)    1333.     (feet)  VERTCON   
 MJ1185  ___________________________________________________________________
 MJ1185  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 MJ1185  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 MJ1185
 MJ1185  HORZ ORDER  -  SECOND
 MJ1185
 MJ1185.The horizontal coordinates were established by classical geodetic methods
 MJ1185.and adjusted by the National Geodetic Survey in May 1999..
 MJ1185
 MJ1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1185
 MJ1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1185
 MJ1185.The geoid height was determined by GEOID03.
 MJ1185
 MJ1185;                    North         East     Units Scale Factor Converg.
 MJ1185;SPC IA S     -   160,096.448   368,000.903   MT  0.99995641   -1 02 25.2
 MJ1185;UTM  15      - 4,588,676.824   326,260.156   MT  0.99997149   -1 22 34.7
 MJ1185
 MJ1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1185!SPC IA S     -   0.99994060  x   0.99995641  =   0.99989701
 MJ1185!UTM  15      -   0.99994060  x   0.99997149  =   0.99991209
 MJ1185
 MJ1185:                Primary Azimuth Mark                     Grid Az
 MJ1185:SPC IA S     -  WASH                                     210 44 18.9
 MJ1185:UTM  15      -  WASH                                     211 04 28.4
 MJ1185
 MJ1185|---------------------------------------------------------------------|
 MJ1185| PID    Reference Object                     Distance      Geod. Az  |
 MJ1185|                                                           dddmmss.s |
 MJ1185| MJ1186 WASH                                APPROX. 2.6 KM 2094153.7 |
 MJ1185|---------------------------------------------------------------------|
 MJ1185
 MJ1185                          SUPERSEDED SURVEY CONTROL
 MJ1185
 MJ1185  NAD 83(1996)-  41 25 51.15169(N)    095 04 45.77659(W) AD(       ) 2
 MJ1185  NAD 83(1986)-  41 25 51.15147(N)    095 04 45.77703(W) AD(       ) 2
 MJ1185  NAD 27      -  41 25 51.18517(N)    095 04 44.81144(W) AD(       ) 2
 MJ1185  NGVD 29 (07/19/86)  406.3    (m)         1333.     (f) VERT ANG       
 MJ1185
 MJ1185.Superseded values are not recommended for survey control.
 MJ1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1185.See file dsdata.txt to determine how the superseded data were derived.
 MJ1185
 MJ1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF2626088677(NAD 83)
 MJ1185_MARKER: DZ = AZIMUTH MARK DISK
 MJ1185_SETTING: 0 = UNSPECIFIED SETTING
 MJ1185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ1185
 MJ1185  HISTORY     - Date     Condition        Report By
 MJ1185  HISTORY     - 1968     MONUMENTED       USGS
 MJ1185
 MJ1185                          STATION DESCRIPTION
 MJ1185
 MJ1185'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1185'STATION IS LOCATED 2 MI N. AND 3 MI W. OF ATLANTIC, ABOUT 0.1 MI
 MJ1185'S. OF COR. SECS. 26, 27, 34 AND 35.  T. 77 N., R. 37 W., IN THE
 MJ1185'RIGHT-OF-WAY OF STATE HWY. 83, ABOUT 0.4 MI N. OF A CURVE IN
 MJ1185'HWY. AND 0.1 MI S. OF A T-RD W.
 MJ1185'
 MJ1185'TO REACH THE STATION FROM THE POST OFFICE IN ATLANTIC, DRIVE 3
 MJ1185'BLOCKS N. ON WALNUT ST., TURN LEFT ONTO SECOND ST. AND STATE HWY. 83
 MJ1185'AND DRIVE W. AND N. ON HWY. 83 FOR 4.35 MI TO STATION ON THE RIGHT.
 MJ1185'
 MJ1185'STATION MARK IS A STANDARD AZIMUTH MARK TABLET STAMPED WASH 1968
 MJ1185'CRIMPED ON 10 FT LENGTH OF COPPER ROD, DRIVEN FLUSH WITH THE
 MJ1185'GROUND AND SET IN A 6 IN. TILE FILLED WITH GRAVEL.  STATION IS 46.0
 MJ1185'FT E. OF CENTER OF THE HWY., 170 FT N. OF A T-FENCE E., 15.3 FT
 MJ1185'S. OF A TELEPHONE POLE AND 3.8 FT W. OF E. RIGHT-OF-WAY FENCE AND
 MJ1185'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0355 ***********************************************************************
 NM0355  DESIGNATION -  WASHBURN
 NM0355  PID         -  NM0355
 NM0355  STATE/COUNTY-  IA/WOODBURY
 NM0355  USGS QUAD   -  LUTON (1964)
 NM0355
 NM0355                         *CURRENT SURVEY CONTROL
 NM0355  ___________________________________________________________________
 NM0355* NAD 83(1996)-  42 19 10.78269(N)    096 08 06.48548(W)     ADJUSTED  
 NM0355* NAVD 88     -       430.272  (meters)    1411.65   (feet)  ADJUSTED  
 NM0355  ___________________________________________________________________
 NM0355  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 NM0355  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 NM0355  DYNAMIC HT  -         430.130 (meters)    1411.18  (feet)  COMP
 NM0355  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 NM0355
 NM0355  HORZ ORDER  -  FIRST
 NM0355  VERT ORDER  -  SECOND    CLASS 0
 NM0355
 NM0355.The horizontal coordinates were established by classical geodetic methods
 NM0355.and adjusted by the National Geodetic Survey in May 1999..
 NM0355
 NM0355.The orthometric height was determined by differential leveling
 NM0355.and adjusted by the National Geodetic Survey in June 1991..
 NM0355
 NM0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0355
 NM0355.The geoid height was determined by GEOID03.
 NM0355
 NM0355.The dynamic height is computed by dividing the NAVD 88
 NM0355.geopotential number by the normal gravity value computed on the
 NM0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0355.degrees latitude (g = 980.6199 gals.).
 NM0355
 NM0355.The modeled gravity was interpolated from observed gravity values.
 NM0355
 NM0355;                    North         East     Units Scale Factor Converg.
 NM0355;SPC IA N     - 1,094,429.951 1,282,816.214   MT  0.99996371   -1 47 09.4
 NM0355;UTM  14      - 4,689,244.367   736,079.504   MT  1.00028580   +1 55 46.9
 NM0355
 NM0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0355!SPC IA N     -   0.99993670  x   0.99996371  =   0.99990041
 NM0355!UTM  14      -   0.99993670  x   1.00028580  =   1.00022248
 NM0355
 NM0355|---------------------------------------------------------------------|
 NM0355| PID    Reference Object                     Distance      Geod. Az  |
 NM0355|                                                           dddmmss.s |
 NM0355| NM0356 HEDGES                                6.237 METERS 11201     |
 NM0355| NM0354 WASHBURN RM 1                        39.323 METERS 17526     |
 NM0355| NM0357 97 941                              122.290 METERS 17815     |
 NM0355| NM1665 SLOAN MUNICIPAL TANK                APPROX.12.3 KM 2190116.0 |
 NM0355| NM0350 WASHBURN AZ MK                                     2515142.1 |
 NM0355| NM1679 SALIX MUNICIPAL TANK                APPROX.12.6 KM 2644516.1 |
 NM0355| NM0353 WASHBURN RM 2                        33.011 METERS 35730     |
 NM0355|---------------------------------------------------------------------|
 NM0355
 NM0355                          SUPERSEDED SURVEY CONTROL
 NM0355
 NM0355  NAD 83(1996)-  42 19 10.78296(N)    096 08 06.48543(W) AD(       ) 1
 NM0355  NAD 83(1996)-  42 19 10.78279(N)    096 08 06.48552(W) AD(       ) 1
 NM0355  NAD 83(1996)-  42 19 10.78268(N)    096 08 06.48562(W) AD(       ) 1
 NM0355  NAD 83(1986)-  42 19 10.78427(N)    096 08 06.48454(W) AD(       ) 1
 NM0355  NAD 27      -  42 19 10.81200(N)    096 08 05.40800(W) AD(       ) 1
 NM0355  NGVD 29 (??/??/92)  430.118  (m)         1411.15   (f) ADJ UNCH    2 0
 NM0355
 NM0355.Superseded values are not recommended for survey control.
 NM0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0355.See file dsdata.txt to determine how the superseded data were derived.
 NM0355
 NM0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3608089244(NAD 83)
 NM0355_MARKER: DS = TRIANGULATION STATION DISK
 NM0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0355_STAMPING: WASHBURN 1934
 NM0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0355+STABILITY: SURFACE MOTION
 NM0355
 NM0355  HISTORY     - Date     Condition        Report By
 NM0355  HISTORY     - 1934     MONUMENTED       CGS
 NM0355  HISTORY     - 1945     GOOD             CGS
 NM0355  HISTORY     - 1949     GOOD             NGS
 NM0355  HISTORY     - 1950     GOOD             CGS
 NM0355
 NM0355                          STATION DESCRIPTION
 NM0355
 NM0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM0355'STATION IS LOCATED ABOUT 19 MILES SOUTHEAST OF SIOUX CITY,
 NM0355'IOWA, IN SOUTHWEST QUARTER OF SEC. 30, T. 87 N., R. 45 W., ON
 NM0355'A HIGH CULTIVATED BLUFF OVERLOOKING THE MISSOURI RIVER, ON
 NM0355'THE WEST SIDE OF A CULTIVATED FIELD, ON HIGHEST POINT, IN A
 NM0355'NORTH-SOUTH FENCE LINE.  SURFACE AND UNDERGROUND MARKS ARE
 NM0355'SET AS DESCRIBED.
 NM0355'
 NM0355'REACHED FROM SIOUX CITY BY GOING SOUTHEAST ON STATE ROUTE 141
 NM0355'FROM THE JUNCTION OF U.S. HIGHWAYS 75 AND 20, FOR 19.5 MILES
 NM0355'TO MR. WASHBURNS HOUSE, GO EAST THROUGH WIRE GATE AND FOLLOW
 NM0355'UNGRADED ROAD EAST 0.6 MILE TO TOP OF BLUFF AT WIRE GATE, PASS
 NM0355'THROUGH GATE AND TURN WEST FOLLOWING NORTH EDGE OF CULTIVATED
 NM0355'FIELD TO NORTH-SOUTH FENCE LINE, THENCE SOUTH TO TOP OF RIDGE
 NM0355'AND MARK IN FENCE LINE.
 NM0355'
 NM0355'REFERENCE MARK NO. 1 IS 39.327 METERS (129.03
 NM0355'FEET) SOUTH OF STATION SET IN FENCE LINE.
 NM0355'
 NM0355'REFERENCE MARK NO. 2 IS 32.790 METERS (107.58 FEET)
 NM0355'NORTH OF STATION SET IN FENCE LINE.
 NM0355'
 NM0355'AZIMUTH MARK IS ABOUT 1 MILE WEST-SOUTHWEST OF STATION,
 NM0355'REACHED FROM MR. WASHBURNS HOUSE BY GOING SOUTHEAST ON STATE
 NM0355'HIGHWAY 141 FOR 0.4 MILE TO GRAVEL AND DIRT ROAD WEST, GO WEST
 NM0355'0.8 MILE TO MARK ON SOUTH SIDE OF ROAD IN FENCE LINE, 4 FEET
 NM0355'EAST OF TELEPHONE POLE, 50 FEET EAST OF NORTH-SOUTH DIRT ROAD,
 NM0355'AND 20 FEET SOUTH OF EAST-WEST ROAD.
 NM0355'
 NM0355'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NM0355
 NM0355                          STATION RECOVERY (1945)
 NM0355
 NM0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 NM0355'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 NM0355'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 NM0355'
 NM0355'THE STATION IS LOCATED ABOUT 4.5 MILES N OF THE SMALL VILLAGE
 NM0355'OF HOLLY SPRINGS AND 0.6 MILE E OF STATE HIGHWAY 141.  IT IS
 NM0355'ON A HIGH HILL WITH BLUFFS TO THE W, A CULTIVATED FIELD TO
 NM0355'THE E, AND 45 FEET W OF A N-S FENCE LINE.  THE MARK PROJECTS 7
 NM0355'INCHES AND THE DISK IS STAMPED WASHBURN 1934.
 NM0355'
 NM0355'REFERENCE MARK 1 IS 39.325 METERS (129.02 FEET) S OF THE
 NM0355'STATION AND 49.5 FEET W OF A N-S FENCE LINE.  IT IS ABOUT
 NM0355'5 FEET LOWER IN ELEVATION THAN THE STATION MARK AND A SLOPE
 NM0355'MEASUREMENT WAS MADE.  THE MARK PROJECTS 6 INCHES AND THE
 NM0355'DISK IS STAMPED WASHBURN NO 1 1934.
 NM0355'
 NM0355'REFERENCE MARK 2 IS 33.007 METERS (108.29 FEET) N OF THE
 NM0355'STATION AND 35 FEET W OF A N-S FENCE LINE.  IT IS ABOUT 10
 NM0355'FEET LOWER IN ELEVATION THAN THE STATION MARK AND A SLOPE
 NM0355'MEASUREMENT WAS MADE.  THE MARK PROJECTS 1 INCH AND THE DISK
 NM0355'IS STAMPED WASHBURN NO 2 1934.
 NM0355'
 NM0355'THE AZIMUTH MARK IS APPROXIMATELY 1 MILE WSW OF THE STATION,
 NM0355'ABOUT 50 FEET E OF A T-ROAD INTERSECTION AND 20 FEET S OF THE
 NM0355'APPROXIMATE CENTER LINE OF A GRADED DIRT ROAD.  THE MARK PROJECTS
 NM0355'2 INCHES AND THE DISK IS STAMPED WASHBURN 1934.
 NM0355'
 NM0355'A TRAVERSE CONNECTION WAS MADE FROM STATION WASHBURN 1934 TO
 NM0355'(MO.R.C.) HEDGES AND IT IS 6.237 METERS (20.46 FEET) ESE OF
 NM0355'STATION WASHBURN 1934.
 NM0355'
 NM0355'A TRAVERSE CONNECTION WAS MADE FROM STATION WASHBURN 1934
 NM0355'TO U.S.C. AND G.S. AND STATE SURVEY BENCH MARK NO. 97941.  THE
 NM0355'THE BENCH MARK IS 122.290 METERS S OF STATION WASHBURN 1934.
 NM0355'
 NM0355'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NM0355'AND 75 AND STATE HIGHWAY 141 IN THE S SECTION OF THE CITY OF
 NM0355'SIOUX CITY, GO SE ON HIGHWAY 141 FOR 4.75 MILES TO A RAILROAD
 NM0355'OVERPASS, CONTINUE ON FOR 5.05 MILES TO A RAILROAD CROSSING,
 NM0355'CROSS TRACKS AND GO 1.05 MILES TO THE HANSON TRADING POST ON
 NM0355'THE RIGHT.  CONTINUE ON STATE HIGHWAY 141 FOR 4.0 MILE TO A
 NM0355'T-ROAD LEFT, CONTINUE ON HIGHWAY 141 FOR 0.6 MILE TO A
 NM0355'FARMHOUSE ON THE LEFT, THENCE 0.1 MILE TO A GRAVELED T-ROAD
 NM0355'RIGHT.  CONTINUE ON STATE HIGHWAY 141 FOR 2.0 MILES TO
 NM0355'AN OLD HOUSE ON THE LEFT AND AN OLD BARN ON THE RIGHT.
 NM0355'TURN LEFT ON FARM DRIVEWAY AND GO E FOR 0.6 MILE TO THE
 NM0355'SUMMIT OF THE RIDGE, THENCE TURN SHARP RIGHT AND GO ABOUT
 NM0355'100 YARDS ACROSS FIELD TO A N-S FENCE LINE AND THE STATION AS
 NM0355'DESCRIBED.
 NM0355'
 NM0355'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY
 NM0355'141 AND THE FARM DRIVEWAY, GO S ON STATE HIGHWAY 141 FOR 0.35
 NM0355'MILE TO A GRAVELED T-ROAD RIGHT, TURN RIGHT AND GO 0.8 MILE
 NM0355'TO A T-ROAD LEFT AND MARK AS DESCRIBED.
 NM0355'
 NM0355'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 NM0355
 NM0355                          STATION RECOVERY (1949)
 NM0355
 NM0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0355'9.6 MI NE FROM SALIX.
 NM0355'0.6 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND NORTH
 NM0355'WESTERN RAILROAD STATION AT SALIX, THENCE 0.5 MILE EAST ALONG A
 NM0355'GRADED DIRT ROAD, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD,
 NM0355'THENCE 4.45 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE
 NM0355'NORTHWEST ALONG STATE HIGHWAY 141, THENCE 0.6 MILE EAST ALONG
 NM0355'A PRIVATE ROAD LEADING TO THE SUMMIT OF THE RIDGE, THENCE ABOUT
 NM0355'300 FEET WEST SOUTHWEST TO THE HIGHEST POINT OF THE RIDGE AND
 NM0355'THE VICINITY OF THE MARK, 44.0 FEET WEST OF A NORTH-SOUTH FENCE
 NM0355'LINE, 2.0 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF
 NM0355'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0355
 NM0355                          STATION RECOVERY (1950)
 NM0355
 NM0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM0355'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 NM0355'CONDITION.  THE 1945 DESCRIPTION BY J.C.P. IS ADEQUATE.  A NEW
 NM0355'TO REACH DESCRIPTION FOLLOWS.
 NM0355'
 NM0355'TO REACH FROM THE HIGH SCHOOL IN THE VILLAGE OF HOLLY SPRINGS,
 NM0355'GO NORTHWEST ON STATE HIGHWAY 141 FOR 1.25 MILES TO JUNCTION
 NM0355'WITH STATE HIGHWAY 140, CONTINUE ON HIGHWAY 141 3.25 MILES
 NM0355'TO A SIDE ROAD LEFT (AT THIS POINT GO WEST ON DIRT ROAD 0.9
 NM0355'MILE TO THE AZIMUTH MARK ON THE LEFT AT A SIDE ROAD), CONTINUE
 NM0355'ON HIGHWAY 141 0.4 MILE TO A YELLOW BARN ON THE LEFT AND
 NM0355'A WIRE GATE ON THE RIGHT.  TURN RIGHT THROUGH GATE AND GO
 NM0355'NORTHEAST ON A TRACK ROAD 0.6 MILE TO A GATE AT THE TOP OF
 NM0355'HILL, TURN SHARP RIGHT 0.1 MILE TO A NORTH AND SOUTH FENCE
 NM0355'CROSSING THE HIGHEST POINT OF THE HILL AND THE STATION 46
 NM0355'FEET WEST OF THE FENCE.
 NM0355'
 NM0355'OBSERVATIONS TAKEN FROM A 4 FT. STAND.
 NM0355'
 NM0355'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE AS
 NM0355'DESCRIBED.
 NM0355'
 NM0355'THE TRAVERSE DISTANCE TO NO. 97941 AND HEDGES (MO. RC) ARE 1945
 NM0355'MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0573 ***********************************************************************
 NK0573  DESIGNATION -  WASHBURN
 NK0573  PID         -  NK0573
 NK0573  STATE/COUNTY-  IA/BLACK HAWK
 NK0573  USGS QUAD   -  WATERLOO SOUTH (1972)
 NK0573
 NK0573                         *CURRENT SURVEY CONTROL
 NK0573  ___________________________________________________________________
 NK0573* NAD 83(1996)-  42 24 49.78502(N)    092 17 20.23490(W)     ADJUSTED  
 NK0573* NAVD 88     -       279.8    (meters)     918.     (feet)  VERTCON   
 NK0573  ___________________________________________________________________
 NK0573  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 NK0573  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 NK0573
 NK0573  HORZ ORDER  -  SECOND
 NK0573
 NK0573.The horizontal coordinates were established by classical geodetic methods
 NK0573.and adjusted by the National Geodetic Survey in May 1999..
 NK0573
 NK0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0573
 NK0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0573
 NK0573.The geoid height was determined by GEOID03.
 NK0573
 NK0573;                    North         East     Units Scale Factor Converg.
 NK0573;SPC IA N     - 1,102,218.464 1,599,675.465   MT  0.99995513   +0 49 14.8
 NK0573;UTM  15      - 4,695,969.724   558,504.182   MT  0.99964211   +0 28 46.6
 NK0573
 NK0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0573!SPC IA N     -   0.99996100  x   0.99995513  =   0.99991613
 NK0573!UTM  15      -   0.99996100  x   0.99964211  =   0.99960313
 NK0573
 NK0573:                Primary Azimuth Mark                     Grid Az
 NK0573:SPC IA N     -  GILBERTVILLE MWT                         082 51 49.6
 NK0573:UTM  15      -  GILBERTVILLE MWT                         083 12 17.8
 NK0573
 NK0573|---------------------------------------------------------------------|
 NK0573| PID    Reference Object                     Distance      Geod. Az  |
 NK0573|                                                           dddmmss.s |
 NK0573| CI6410 GILBERTVILLE MWT                                   0834104.4 |
 NK0573| CI7318 WASHBURN RM 2                        12.555 METERS 09035     |
 NK0573| NK0574 REBAR 1208                          APPROX. 8.3 KM 1661231.9 |
 NK0573| CI7317 WASHBURN RM 1                        12.033 METERS 27205     |
 NK0573|---------------------------------------------------------------------|
 NK0573
 NK0573                          SUPERSEDED SURVEY CONTROL
 NK0573
 NK0573  NAD 83(1996)-  42 24 49.78363(N)    092 17 20.23282(W) AD(       ) 2
 NK0573  NAD 83(1986)-  42 24 49.78183(N)    092 17 20.23178(W) AD(       ) 2
 NK0573  NAD 27      -  42 24 49.81731(N)    092 17 19.56334(W) AD(       ) 2
 NK0573  NGVD 29 (07/19/86)  279.8    (m)          918.     (f) VERT ANG       
 NK0573
 NK0573.Superseded values are not recommended for survey control.
 NK0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0573.See file dsdata.txt to determine how the superseded data were derived.
 NK0573
 NK0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5850495970(NAD 83)
 NK0573_MARKER: DD = SURVEY DISK
 NK0573_SETTING: 0 = UNSPECIFIED SETTING
 NK0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0573+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2000
 NK0573
 NK0573  HISTORY     - Date     Condition        Report By
 NK0573  HISTORY     - 1970     MONUMENTED       USGS
 NK0573  HISTORY     - 20000701 GOOD             BHCIAE
 NK0573
 NK0573                          STATION DESCRIPTION
 NK0573
 NK0573'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 NK0573'THE STATION IS ABOUT 1.0 MI W. OF WASHBURN, NEAR THE QUARTER
 NK0573'COR. BETWEEN SECS. 19 AND 30, T. 88 N., R. 12 W., ON A PROMINENT
 NK0573'RIDGE ALONG A PAVED COUNTY RD.
 NK0573'
 NK0573'TO REACH THE STATION FROM THE U.S. POST OFFICE AT THE JCT. OF
 NK0573'MAIN STREET AND U.S. HWY. 218 IN WASHBURN, GO W. ON PAVED COUNTY
 NK0573'RD. FOR ABOUT 0.5 MI TO A CROSSROAD, CONTINUE W. FOR ABOUT 0.5
 NK0573'MI TO A FIELD ENTRANCE N. AND THE STATION ON THE LEFT.
 NK0573'
 NK0573'THE STATION MARK, STAMPED ET WASHBURN 1970 IS 47 FT S. AND 17
 NK0573'FT W. OF CENTER RD. AT FIELD ENTRANCE N., 2 FT N. OF S. RIGHT-OF-WAY
 NK0573'FENCE AND 2 FT. N OF A USGS WITNESS POST.
 NK0573'
 NK0573'REFERENCE MARK NO. 1, STAMPED WASHBURN NO 1 1970 IS W. OF THE
 NK0573'STATION, 46 FT S. AND 55 FT W. CENTER RD. AT FIELD ENTRANCE N. 2.6
 NK0573'FT N. OF S. RIGHT-OF-WAY FENCE.
 NK0573'
 NK0573'REFERENCE MARK NO. 2, STAMPED WASHBURN NO 2 1970 IS E. OF THE
 NK0573'STATION, 47 FT S. AND 25 FT E. CENTER RD. AT FIELD ENTRANCE
 NK0573'N.  2.2 FT N. OF S. RIGHT-OF-WAY FENCE.
 NK0573'
 NK0573'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0573'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NK0573'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE
 NK0573'GROUND.
 NK0573'
 NK0573'NO AZIMUTH MARK WAS SET.
 NK0573'
 NK0573'REFERENCE AZIMUTH USED - GILBERTVILLE MWT - BUILT 1951.  STATION
 NK0573'IS THE FINIAL OF THE GILBERTVILLE MWT IN GILBERTVILLE, LOCATED
 NK0573'ABOUT 100 FT N. AND ABOUT 50 FT W. OF INTERSECTION OF 6TH STREET
 NK0573'AND 19TH AVENUE.  THE STRUCTURE HAS FOUR LEGS, IT IS PAINTED
 NK0573'ALUMINUM WITH A RED ROOF AND THE WORD GILBERTVILLE IS PAINTED
 NK0573'IN BLACK LETTERS ON THE W. SIDE, T. 88 N., R. 12 W., NEAR THE
 NK0573'CENTER OF THE W. HALF OF SEC. 23.
 NK0573'
 NK0573'STANDARD BRACED TRIPOD USED.
 NK0573
 NK0573                          STATION RECOVERY (2000)
 NK0573
 NK0573'RECOVERY NOTE BY BLACK HAWK COUNTY IOWA ENGINEER 2000 (GAT)
 NK0573'FOUND STANDARD DISK IN CLAY PIPE STAMPED 'WASHBURN 1970' LOCATED IN
 NK0573'TOP OF BACKSLOPE ALONG WEST SIDE OF OVERHEAD HIGHLINE POLES ALONG THE
 NK0573' 
 NK0573'SOUTH SIDE OF 'WASHBURN ROAD' NEAR NORTH QUARTER CORNER OF SECTION
 NK0573'30,T88N,R12W.  UTILIZED FOR PROJECT RTKGPS BASE ON CORPS OF ENGINEERS
 NK0573'WASHBURN FLOODPLAIN MAPPING PROJECT TO FEMA, 2000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0350 ***********************************************************************
 NM0350  DESIGNATION -  WASHBURN AZ MK
 NM0350  PID         -  NM0350
 NM0350  STATE/COUNTY-  IA/WOODBURY
 NM0350  USGS QUAD   -  LUTON (1964)
 NM0350
 NM0350                         *CURRENT SURVEY CONTROL
 NM0350  ___________________________________________________________________
 NM0350* NAD 83(1986)-  42 18 54.     (N)    096 09 14.     (W)     SCALED    
 NM0350* NAVD 88     -       326.990  (meters)    1072.80   (feet)  ADJUSTED  
 NM0350  ___________________________________________________________________
 NM0350  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 NM0350  DYNAMIC HT  -         326.881 (meters)    1072.44  (feet)  COMP
 NM0350  MODELED GRAV-     980,279.1   (mgal)                       NAVD 88
 NM0350
 NM0350  VERT ORDER  -  SECOND    CLASS 0
 NM0350
 NM0350.The horizontal coordinates were scaled from a topographic map and have
 NM0350.an estimated accuracy of +/- 6 seconds.
 NM0350
 NM0350.The orthometric height was determined by differential leveling
 NM0350.and adjusted by the National Geodetic Survey in June 1991..
 NM0350
 NM0350.The geoid height was determined by GEOID03.
 NM0350
 NM0350.The dynamic height is computed by dividing the NAVD 88
 NM0350.geopotential number by the normal gravity value computed on the
 NM0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0350.degrees latitude (g = 980.6199 gals.).
 NM0350
 NM0350.The modeled gravity was interpolated from observed gravity values.
 NM0350
 NM0350;                    North         East    Units  Estimated Accuracy
 NM0350;SPC IA N     - 1,093,960.    1,281,260.      MT  (+/- 180 meters Scaled)
 NM0350
 NM0350                          SUPERSEDED SURVEY CONTROL
 NM0350
 NM0350  NGVD 29 (??/??/92)  326.834  (m)         1072.29   (f) ADJ UNCH    2 0
 NM0350
 NM0350.Superseded values are not recommended for survey control.
 NM0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0350.See file dsdata.txt to determine how the superseded data were derived.
 NM0350
 NM0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM345886(NAD 83)
 NM0350_MARKER: DR = REFERENCE MARK DISK
 NM0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0350_STAMPING: WASHBURN AZI 1934
 NM0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0350+STABILITY: SURFACE MOTION
 NM0350
 NM0350  HISTORY     - Date     Condition        Report By
 NM0350  HISTORY     - 1934     MONUMENTED       CGS
 NM0350  HISTORY     - 1949     GOOD             NGS
 NM0350
 NM0350                          STATION DESCRIPTION
 NM0350
 NM0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0350'7.7 MI NE FROM SALIX.
 NM0350'0.6 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND NORTH
 NM0350'WESTERN RAILWAY STATION AT SALIX, THENCE 0.5 MILE EAST ALONG A
 NM0350'GRADED DIRT ROAD, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD,
 NM0350'THENCE 3.55 MILES EAST ALONG A GRADED DIRT ROAD, 43 FEET EAST
 NM0350'OF THE CENTER LINE OF A T ROAD LEADING SOUTH, 25 FEET SOUTH OF THE
 NM0350'CENTER LINE OF AN EAST-WEST ROAD, 24.0 FEET NORTHEAST OF A FENCE
 NM0350'CORNER POST, 8.0 FEET NORTH OF A FENCE, 1.2 FEET SOUTH OF A
 NM0350'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0350'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0354 ***********************************************************************
 NM0354  DESIGNATION -  WASHBURN RM 1
 NM0354  PID         -  NM0354
 NM0354  STATE/COUNTY-  IA/WOODBURY
 NM0354  USGS QUAD   -  LUTON (1964)
 NM0354
 NM0354                         *CURRENT SURVEY CONTROL
 NM0354  ___________________________________________________________________
 NM0354* NAD 83(1986)-  42 19 10.     (N)    096 08 05.     (W)     SCALED    
 NM0354* NAVD 88     -       428.704  (meters)    1406.51   (feet)  ADJUSTED  
 NM0354  ___________________________________________________________________
 NM0354  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 NM0354  DYNAMIC HT  -         428.563 (meters)    1406.04  (feet)  COMP
 NM0354  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 NM0354
 NM0354  VERT ORDER  -  SECOND    CLASS 0
 NM0354
 NM0354.The horizontal coordinates were scaled from a topographic map and have
 NM0354.an estimated accuracy of +/- 6 seconds.
 NM0354
 NM0354.The orthometric height was determined by differential leveling
 NM0354.and adjusted by the National Geodetic Survey in June 1991..
 NM0354
 NM0354.The geoid height was determined by GEOID03.
 NM0354
 NM0354.The dynamic height is computed by dividing the NAVD 88
 NM0354.geopotential number by the normal gravity value computed on the
 NM0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0354.degrees latitude (g = 980.6199 gals.).
 NM0354
 NM0354.The modeled gravity was interpolated from observed gravity values.
 NM0354
 NM0354;                    North         East    Units  Estimated Accuracy
 NM0354;SPC IA N     - 1,094,410.    1,282,850.      MT  (+/- 180 meters Scaled)
 NM0354
 NM0354                          SUPERSEDED SURVEY CONTROL
 NM0354
 NM0354  NGVD 29 (??/??/92)  428.551  (m)         1406.00   (f) ADJ UNCH    2 0
 NM0354
 NM0354.Superseded values are not recommended for survey control.
 NM0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0354.See file dsdata.txt to determine how the superseded data were derived.
 NM0354
 NM0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM361892(NAD 83)
 NM0354_MARKER: DR = REFERENCE MARK DISK
 NM0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0354_STAMPING: WASHBURN NO 1 1934
 NM0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0354+STABILITY: SURFACE MOTION
 NM0354
 NM0354  HISTORY     - Date     Condition        Report By
 NM0354  HISTORY     - 1934     MONUMENTED       CGS
 NM0354  HISTORY     - 1949     GOOD             NGS
 NM0354
 NM0354                          STATION DESCRIPTION
 NM0354
 NM0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0354'9.6 MI NE FROM SALIX.
 NM0354'0.6 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND NORTH
 NM0354'WESTERN RAILWAY STATION AT SALIX, THENCE 0.5 MILE EAST ALONG
 NM0354'A GRADED DIRT ROAD, THENCE 3.0 MILES EAST ALONG A GRAVELED
 NM0354'ROAD, THENCE 4.45 MILES EAST ALONG A GRADED DIRT ROAD, THENCE
 NM0354'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 141, THENCE 0.6 MILE
 NM0354'EAST ALONG A PRIVATE ROAD LEADING TO THE SUMMIT OF THE RIDGE,
 NM0354'THENCE ABOUT 300 FEET WEST SOUTHWEST TO THE HIGHEST POINT OF
 NM0354'THE RIDGE AND THE VICINITY OF THE MARK, 129.2 FEET SOUTH OF
 NM0354'TRIANGULATION STATION WASHBURN 1934, 49.5 FEET WEST OF A
 NM0354'NORTH-SOUTH FENCE LINE, 1.8 FEET WEST OF A REFERENCE POST, AND
 NM0354'SET ON THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NM0354'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0353 ***********************************************************************
 NM0353  DESIGNATION -  WASHBURN RM 2
 NM0353  PID         -  NM0353
 NM0353  STATE/COUNTY-  IA/WOODBURY
 NM0353  USGS QUAD   -  LUTON (1964)
 NM0353
 NM0353                         *CURRENT SURVEY CONTROL
 NM0353  ___________________________________________________________________
 NM0353* NAD 83(1986)-  42 19 10.     (N)    096 08 05.     (W)     SCALED    
 NM0353* NAVD 88     -       426.338  (meters)    1398.74   (feet)  ADJUSTED  
 NM0353  ___________________________________________________________________
 NM0353  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 NM0353  DYNAMIC HT  -         426.197 (meters)    1398.28  (feet)  COMP
 NM0353  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 NM0353
 NM0353  VERT ORDER  -  SECOND    CLASS 0
 NM0353
 NM0353.The horizontal coordinates were scaled from a topographic map and have
 NM0353.an estimated accuracy of +/- 6 seconds.
 NM0353
 NM0353.The orthometric height was determined by differential leveling
 NM0353.and adjusted by the National Geodetic Survey in June 1991..
 NM0353
 NM0353.The geoid height was determined by GEOID03.
 NM0353
 NM0353.The dynamic height is computed by dividing the NAVD 88
 NM0353.geopotential number by the normal gravity value computed on the
 NM0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0353.degrees latitude (g = 980.6199 gals.).
 NM0353
 NM0353.The modeled gravity was interpolated from observed gravity values.
 NM0353
 NM0353;                    North         East    Units  Estimated Accuracy
 NM0353;SPC IA N     - 1,094,410.    1,282,850.      MT  (+/- 180 meters Scaled)
 NM0353
 NM0353                          SUPERSEDED SURVEY CONTROL
 NM0353
 NM0353  NGVD 29 (??/??/92)  426.184  (m)         1398.24   (f) ADJ UNCH    2 0
 NM0353
 NM0353.Superseded values are not recommended for survey control.
 NM0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0353.See file dsdata.txt to determine how the superseded data were derived.
 NM0353
 NM0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM361892(NAD 83)
 NM0353_MARKER: DR = REFERENCE MARK DISK
 NM0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0353_STAMPING: WASHBURN NO 2 1934
 NM0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0353+STABILITY: SURFACE MOTION
 NM0353
 NM0353  HISTORY     - Date     Condition        Report By
 NM0353  HISTORY     - 1934     MONUMENTED       CGS
 NM0353  HISTORY     - 1949     GOOD             NGS
 NM0353
 NM0353                          STATION DESCRIPTION
 NM0353
 NM0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0353'9.6 MI NE FROM SALIX.
 NM0353'0.6 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND NORTH
 NM0353'WESTERN RAILWAY STATION AT SALIX, THENCE 0.5 MILE EAST ALONG
 NM0353'A GRADED DIRT ROAD, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD,
 NM0353'THENCE 4.45 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE
 NM0353'NORTHWEST ALONG STATE HIGHWAY 141, THENCE 0.6 MILE EAST ALONG
 NM0353'A PRIVATE ROAD LEADING TO THE SUMMIT OF THE RIDGE, THENCE ABOUT
 NM0353'300 FEET WEST SOUTHWEST TO THE HIGHEST POINT OF THE RIDGE AND
 NM0353'THE VICINITY OF THE MARK, 10,.8 FEET NORTH OF TRIANGULATION
 NM0353'STATION WASHBURN 1934, 77.0 FEET SOUTHWEST OF A FENCE CORNER
 NM0353'POST, 35.2 FEET WEST OF A NORTH-SOUTH FENCE LINE, 1.8 FEET
 NM0353'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 NM0353'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0882 ***********************************************************************
 ON0882  DESIGNATION -  WASHINGTON
 ON0882  PID         -  ON0882
 ON0882  STATE/COUNTY-  IA/WINNESHIEK
 ON0882  USGS QUAD   -  POSTVILLE NW (1981)
 ON0882
 ON0882                         *CURRENT SURVEY CONTROL
 ON0882  ___________________________________________________________________
 ON0882* NAD 83(1996)-  43 14 15.51683(N)    091 44 15.29443(W)     ADJUSTED  
 ON0882* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 ON0882  ___________________________________________________________________
 ON0882  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 ON0882  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 ON0882
 ON0882  HORZ ORDER  -  SECOND
 ON0882
 ON0882.The horizontal coordinates were established by classical geodetic methods
 ON0882.and adjusted by the National Geodetic Survey in May 1999..
 ON0882
 ON0882.The orthometric height was scaled from a topographic map.
 ON0882
 ON0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0882
 ON0882.The geoid height was determined by GEOID03.
 ON0882
 ON0882;                    North         East     Units Scale Factor Converg.
 ON0882;SPC IA N     - 1,194,509.782 1,643,143.099   MT  0.99999483   +1 11 40.1
 ON0882;UTM  15      - 4,787,978.868   602,500.710   MT  0.99972924   +0 51 53.5
 ON0882
 ON0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0882!SPC IA N     -   0.99994624  x   0.99999483  =   0.99994107
 ON0882!UTM  15      -   0.99994624  x   0.99972924  =   0.99967549
 ON0882
 ON0882:                Primary Azimuth Mark                     Grid Az
 ON0882:SPC IA N     -  WASHINGTON AZ MK                         246 30 16.9
 ON0882:UTM  15      -  WASHINGTON AZ MK                         246 50 03.5
 ON0882
 ON0882|---------------------------------------------------------------------|
 ON0882| PID    Reference Object                     Distance      Geod. Az  |
 ON0882|                                                           dddmmss.s |
 ON0882| CI7319 WASHINGTON AZ MK                                   2474157.0 |
 ON0882| ON0880 WASHINGTON PRAIRIE LUTH CH           58.873 METERS 29848     |
 ON0882| CI7320 WASHINGTON RM 1                      20.910 METERS 29951     |
 ON0882| ON0903 DECORAH RADIO STA KAA 353 MAST      APPROX. 9.6 KM 3343417.8 |
 ON0882| CI7321 WASHINGTON RM 2                      21.827 METERS 33517     |
 ON0882|---------------------------------------------------------------------|
 ON0882
 ON0882                          SUPERSEDED SURVEY CONTROL
 ON0882
 ON0882  NAD 83(1996)-  43 14 15.51682(N)    091 44 15.29440(W) AD(       ) 2
 ON0882  NAD 83(1986)-  43 14 15.50905(N)    091 44 15.29390(W) AD(       ) 2
 ON0882  NAD 27      -  43 14 15.60020(N)    091 44 14.74680(W) AD(       ) 2
 ON0882
 ON0882.Superseded values are not recommended for survey control.
 ON0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0882.See file dsdata.txt to determine how the superseded data were derived.
 ON0882
 ON0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0250187979(NAD 83)
 ON0882_MARKER: DS = TRIANGULATION STATION DISK
 ON0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0882
 ON0882  HISTORY     - Date     Condition        Report By
 ON0882  HISTORY     - 1961     MONUMENTED       CGS
 ON0882  HISTORY     - 1964     GOOD             CGS
 ON0882
 ON0882                          STATION DESCRIPTION
 ON0882
 ON0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0882'THE STATION IS ABOUT 6.5 MILES NORTH OF OSSIAN, ABOUT 5.5 MILES
 ON0882'SOUTHEAST OF DECORAH, ON THE PROPERTY OF THE WASHINGTON PRAIRIE,
 ON0882'LUTHERAN CHURCH AND IS IN THE NORTHWEST 1/4 OF SECTION 12, T.
 ON0882'97 N., R. 8 W.  IT IS 45 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 ON0882'OF THE CHURCH BUILDING, 59 FEET SOUTHWEST OF A POWER POLE AND
 ON0882'3 FEET NORTHWEST OF A WITNESS POST AND WIRE FENCE.  THE MONUMENT
 ON0882'IS 18 INCHES UNDERGROUND AND THE DISK IS STAMPED WASHINGTON
 ON0882'1961.
 ON0882'
 ON0882'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 9 AND U.S. HIGHWAY
 ON0882'52 IN THE WEST EDGE OF THE BUSINESS DISTRICT IN DECORAH, GO EAST
 ON0882'AND SOUTHEAST ON STATE HIGHWAY 9 FOR 2.25 MILES TO A PAVED
 ON0882'SIDE ROAD LEFT.  CONTINUE SOUTHEAST AND EAST ON HIGHWAY 9 FOR
 ON0882'1.4 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A PAVED
 ON0882'ROAD FOR 2.5 MILES TO A SIDE ROAD LEFT*.  TURN LEFT AND GO EAST
 ON0882'ON A GRAVELED ROAD, PASSING TO THE SOUTH OF THE CHURCH
 ON0882'BUILDING, FOR 0.1 MILE TO THE STATION.
 ON0882'
 ON0882'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH AND SOUTHWEST
 ON0882'ON THE PAVED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 ON0882'
 ON0882'REFERENCE MARK 1 IS 29 FEET WEST OF THE SOUTHEAST CORNER OF
 ON0882'CHURCH BUILDING AND 6 INCHES SOUTH OF THE SOUTH SIDE OF CHURCH
 ON0882'BUILDING.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON0882'WASHINGTON NO 1 1961.
 ON0882'
 ON0882'REFERENCE MARK 2 IS 30 FEET NORTH OF THE SOUTHEAST CORNER OF
 ON0882'CHURCH BUILDING AND 6 INCHES EAST OF THE EAST SIDE OF THE CHURCH
 ON0882'BUILDING.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON0882'WASHINGTON NO 2 1961.
 ON0882'
 ON0882'THE AZIMUTH MARK IS 51 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ON0882'A STONE BUILDING, 33 FEET WEST OF THE CENTERLINE OF A PAVED
 ON0882'ROAD AND 1 FOOT NORTH OF A WITNESS POST AND TELEPHONE POLE.
 ON0882'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED WASHINGTON
 ON0882'1961.
 ON0882'
 ON0882'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 ON0882
 ON0882                          STATION RECOVERY (1964)
 ON0882
 ON0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 ON0882'MR. ARLIN HANSON, CHAIRMAN OF TRUSTEES, WASHINGTON PRAIRIE
 ON0882'LUTHERAN CHURCH, WROTE A LETTER REQUESTING PERMISSION TO MOVE
 ON0882'THE WITNESS POST FOR THIS STATION AS THEY WERE ENLARGING THEIR
 ON0882'CHURCH PARKING LOT.  PERMISSION WAS GRANTED.  A CARD FROM MR.
 ON0882'HANSON INFORMED THIS OFFICE THAT THE STEEL WITNESS POST WAS
 ON0882'MOVED 46 FEET NORTH AND 36 FEET EAST FROM ITS ORIGINAL LOCATION.
 ON0882'ROUGHLY, THIS WOULD PLACE THE STEEL WITNESS POST ABOUT 44 FEET
 ON0882'NORTH AND 38 FEET EAST OF THE SUB-SURFACE STATION MARK.  USING
 ON0882'THESE MEASUREMENTS, THE COMPUTED DISTANCE THAT THE
 ON0882'SUB-SURFACE STATION MARK IS SOUTHWEST OF THE NEW LOCATION FOR
 ON0882'THE STEEL WITNESS POST WOULD BE 58 FEET.
 ON0882'
 ON0882'THE SUB-SURFACE STATION MARK AND THE REFERENCE MARKS WERE NOT
 ON0882'DISTURBED WHEN THE CHURCH PARKING LOT WAS ENLARGED, ACCORDING
 ON0882'TO MR. HANSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0829 ***********************************************************************
 MG0829  DESIGNATION -  WASHINGTON
 MG0829  PID         -  MG0829
 MG0829  STATE/COUNTY-  IA/WASHINGTON
 MG0829  USGS QUAD   -  WASHINGTON (1969)
 MG0829
 MG0829                         *CURRENT SURVEY CONTROL
 MG0829  ___________________________________________________________________
 MG0829* NAD 83(1996)-  41 18 14.23946(N)    091 41 14.64635(W)     ADJUSTED  
 MG0829* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 MG0829  ___________________________________________________________________
 MG0829  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 MG0829  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0829
 MG0829  HORZ ORDER  -  FIRST
 MG0829
 MG0829.The horizontal coordinates were established by classical geodetic methods
 MG0829.and adjusted by the National Geodetic Survey in May 1999..
 MG0829
 MG0829.The orthometric height was scaled from a topographic map.
 MG0829
 MG0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0829
 MG0829.The geoid height was determined by GEOID03.
 MG0829
 MG0829;                    North         East     Units Scale Factor Converg.
 MG0829;SPC IA S     -   146,384.316   651,781.964   MT  0.99994998   +1 11 38.3
 MG0829;UTM  15      - 4,573,330.760   609,884.086   MT  0.99974860   +0 51 59.3
 MG0829
 MG0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0829!SPC IA S     -   0.99996860  x   0.99994998  =   0.99991858
 MG0829!UTM  15      -   0.99996860  x   0.99974860  =   0.99971721
 MG0829
 MG0829|---------------------------------------------------------------------|
 MG0829| PID    Reference Object                     Distance      Geod. Az  |
 MG0829|                                                           dddmmss.s |
 MG0829| DF3562 WASHINGTON RM 2                      34.552 METERS 02029     |
 MG0829| AH2293 WASHINGTON 2                         18.428 METERS 02233     |
 MG0829| DE9505 156E 200                              0.000 METERS 11556     |
 MG0829| MG0828 WASHINGTON MUN TK C OF PIPE          18.590 METERS 15436     |
 MG0829| MG0830 WASHINGTON IOWA S UTIL CO STK       342.314 METERS 21625     |
 MG0829| MG0839 BRIGHTON MUNICIPAL TANK             APPROX.18.2 KM 2180944.2 |
 MG0829| MG0831 WASHINGTON CO CH BASE STAFF TR      APPROX. 0.7 KM 2291901.7 |
 MG0829| CM2558 WASHINGTON AZ MK                                   3204433.8 |
 MG0829|---------------------------------------------------------------------|
 MG0829
 MG0829                          SUPERSEDED SURVEY CONTROL
 MG0829
 MG0829  NAD 83(1986)-  41 18 14.24196(N)    091 41 14.66286(W) AD(       ) 1
 MG0829  NAD 27      -  41 18 14.19220(N)    091 41 14.05730(W) AD(       ) 1
 MG0829
 MG0829.Superseded values are not recommended for survey control.
 MG0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0829.See file dsdata.txt to determine how the superseded data were derived.
 MG0829
 MG0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF0988473331(NAD 83)
 MG0829_MARKER: DS = TRIANGULATION STATION DISK
 MG0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0829_STAMPING: WASHINGTON 1934
 MG0829_MARK LOGO: CGS   
 MG0829_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MG0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0829+STABILITY: SURFACE MOTION
 MG0829
 MG0829  HISTORY     - Date     Condition        Report By
 MG0829  HISTORY     - 1934     MONUMENTED       CGS
 MG0829  HISTORY     - 1968     GOOD             USGS
 MG0829  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MG0829  HISTORY     - 19830615 GOOD             NGS
 MG0829
 MG0829                          STATION DESCRIPTION
 MG0829
 MG0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0829'STATION IS IN THE NORTHEASTERN PART OF THE CITY OF WASHINGTON
 MG0829'ON THE LAWN OF THE MUNICIPAL WATER WORKS AND LIGHT PLANT.
 MG0829'THE WATER AND LIGHT PLANT IS AT THE SE CORNER OF N FOURTH
 MG0829'AVENUE AND E SIXTH STREET.  IT IS 74 FEET S OF THE CENTER
 MG0829'LINE OF E SIXTH STREET, 97 FEET W OF THE CENTER LINE OF N FIFTH
 MG0829'AVENUE, 145 FEET ENE OF THE SE CORNER OF THE BRICK POWER PLANT
 MG0829'AND PUMP HOUSE, ON LINE WITH THE TWO WESTERLY LEGS OF THE WATER
 MG0829'TANK AND 40 FEET N OF THE NORTHERLY OF THE TWO LEGS, AND 61.0
 MG0829'FEET NNW OF THE CENTER OF THE FEED PIPE OF THE TANK.  MARK IS
 MG0829'FLUSH WITH THE SURFACE OF THE GROUND.
 MG0829'
 MG0829'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MG0829'BRONZE DISKS SET IN CONCRETE.
 MG0829'
 MG0829'REFERENCE MARK NO. 1 IS NE OF THE STATION, IN PARKWAY ON N SIDE
 MG0829'OF E SIXTH STREET, 20 FEET N OF THE CENTER LINE OF THE STREET,
 MG0829'32 FEET W OF THE CENTER LINE OF N FIFTH AVENUE, 12 FEET W OF
 MG0829'THE CENTER OF A 30-INCH ELM TREE, AND 5 FEET S OF THE S EDGE
 MG0829'OF THE SIDEWALK.  THE MARK IS FLUSH WITH THE SURFACE.
 MG0829'
 MG0829'REFERENCE MARK NO. 2 IS NW OF THE STATION, ON THE N FENCE LINE
 MG0829'OF THE WATER WORKS PROPERTY, 20 FEET S OF THE CENTER LINE OF
 MG0829'E SIXTH STREET, AND 50 FEET NE OF THE NE CORNER OF THE BRICK
 MG0829'POWER PLANT AND PUMP HOUSE.  THE MARK IS FLUSH WITH THE SURFACE.
 MG0829'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 169.14 FEET.
 MG0829'
 MG0829'THE AZIMUTH MARK IS SW OF THE STATION, IN THE PARKWAY ON THE
 MG0829'S SIDE OF E FIFTH STREET, 10 FEET S OF THE S CURB OF E FIFTH
 MG0829'STREET, 4 FEET N OF THE N EDGE OF THE SIDEWALK, ACROSS E FIFTH
 MG0829'STREET FROM THE E EDGE OF N THIRD AVENUE, AND 48 FEET W OF THE
 MG0829'CENTER LINE OF THE DRIVE ONTO THE RAILROAD PROPERTY ON THE S
 MG0829'SIDE OF THE STREET.  THE MARK IS FLUSH WITH THE SURFACE.
 MG0829'
 MG0829'TO REACH FROM DOWNTOWN GO N ON STATE HIGHWAY 1 FROM THE NW
 MG0829'CORNER OF THE PARK FOR 0.35 MILE TO E SIXTH STREET, THENCE E
 MG0829'ON E SIXTH STREET FOR 0.3 MILE TO THE STATION.
 MG0829'
 MG0829'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 MG0829
 MG0829                          STATION RECOVERY (1968)
 MG0829
 MG0829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MG0829'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION AND AS
 MG0829'DESCRIBED.  MEASUREMENTS FROM THE REFERENCE MARKS INDICATE THAT
 MG0829'THE STATION MARK IS BENEATH THE CONCRETE PUMP HOUSE FLOOR AND
 MG0829'IS INACCESSIBLE OR DESTROYED.
 MG0829'
 MG0829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NE PORT
 MG0829'OF TOWN OF WASHINGTON
 MG0829
 MG0829                          STATION RECOVERY (1969)
 MG0829
 MG0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MG0829'THE STATION MARK SITE NOW IS COVERED BY A CONCRETE FLOOR FOR A
 MG0829'PUMPING STATION WHICH IS NORTH OF THE WATER TANK.  REFERENCE
 MG0829'MARK NO. 1 REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 MG0829'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 MG0829'UNDERGROUND STATION MARK IS PROBABLY STILL IN PLACE AND IF
 MG0829'BUILDING IS REMOVED THE STATION COULD BE USED OR REPLACED FROM
 MG0829'THE REFERENCE MARKS.  THIS STATION SHOULD BE LISTED AS
 MG0829'DESTROYED.
 MG0829'
 MG0829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WASHINGTON.
 MG0829
 MG0829                          STATION RECOVERY (1983)
 MG0829
 MG0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MG0829'THE STATION MARK AND REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 MG0829'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT FOUND.  IT
 MG0829'WOULD NO LONGER BE VISIBLE IF IT STILL EXISTS.  THE STATION IS INSIDE
 MG0829'OF, AND UNDER THE CONCRETE FLOOR OF A BRICK PUMP HOUSE FOR WATER WELL
 MG0829'NUMBER 5 OF THE CITY OF WASHINGTON.  REFERENCE MARK 1 IS NOW
 MG0829'OBSTRUCTED.  REFERENCE MARK 2 IS VISIBLE THROUGH A WINDOW AND CAN BE
 MG0829'SEEN CLEARLY IF THE WINDOW IS OPENED AND A LOW INSTRUMENT SETUP USED.
 MG0829'ACCESS TO THE STATION MARK MAY BE HAD THROUGH A 6-INCH PIPE, WITH A
 MG0829'COVER, IN THE FLOOR OF THE BUILDING.  THE DISTANCE TO REFERENCE MARK 2
 MG0829'AGREED WITH 1934 DATA.  THE DIRECTION TO THE MARK WAS 2 MINUTES, 22
 MG0829'SECONDS SMALLER THAN 1934 DATA.  BECAUSE THE MARK IS DIFFICULT TO USE,
 MG0829'STATION WASHINGTON 2 HAS BEEN ESTABLISHED.  FOR FURTHER DETAILS SEE
 MG0829'THE DESCRIPTION THEREOF.  A NEW DESCRIPTION FOR WASHINGTON FOLLOWS.
 MG0829'THE STATION IS LOCATED INSIDE OF AND AT THE SOUTHWEST CORNER OF
 MG0829'MUNICIPAL WELL NO 5 BUILDING AT THE SOUTHEAST QUADRANT OF EAST 6TH
 MG0829'STREET AND NORTH 5TH AVENUE ON PROPERTY OWNED BY THE CITY OF
 MG0829'WASHINGTON.  MR STEVE DODD IS THE PRESENT ENGINEER.  HIS ADDRESS IS P
 MG0829'O BOX 484, WASHINGTON, IA, TELEPHONE 319-653-6584.  THE ZIP CODE IS
 MG0829'52353.  THE STATION IS RECESSED AND INSIDE A 15 CM CAST IRON PIPE WITH
 MG0829'AN ADDRESS COVER.  THE STATION IS A STANDARD CGS DISK STAMPED ---
 MG0829'WASHINGTON 1934 --- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 MG0829'CM IN DIAMETER RECESSED 0.3 CM BELOW THE GROUND.  LOCATED 1.77 METERS
 MG0829'(5.81 FT) EAST FROM THE INSIDE OF THE WEST WALL OF THE PUMP HOUSE AND
 MG0829'0.44 METERS (1.44 FT) NORTH FROM THE INSIDE OF THE SOUTH WALL OF THE
 MG0829'PUMP HOUSE.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED ---
 MG0829'WASHINGTON NO 1 1934 --- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MG0829'30 CM IN DIAMETER RECESSED 15 CM BELOW THE GROUND. LOCATED 9.75 METERS
 MG0829'(31.99 FT) WEST FROM THE CENTERLINE OF NORTH 5TH AVENUE, 6.10 METERS
 MG0829'(20.01 FT) NORTH FROM THE CENTERLINE OF EAST 6TH STREET AND 1.52
 MG0829'METERS (4.99 FT) SOUTH FROM THE SOUTH EDGE OF A SIDEWALK.  REFERENCE
 MG0829'MARK NO 2 IS A STANDARD CGS DISK STAMPED --- WASHINGTON NO 2 1934 ---
 MG0829'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 MG0829'WITH GROUND.  LOCATED 15.24 METERS (50.00 FT) NORTHEAST FROM THE
 MG0829'NORTHEAST CORNER OF MUNICIPAL WATER PLANT BUILDING, 6.10 METERS (20.01
 MG0829'FT) SOUTH FROM THE CENTERLINE OF EAST 6TH STREET AND 0.3 METERS (1.0
 MG0829'FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2293 ***********************************************************************
 AH2293  DESIGNATION -  WASHINGTON 2
 AH2293  PID         -  AH2293
 AH2293  STATE/COUNTY-  IA/WASHINGTON
 AH2293  USGS QUAD   -  WASHINGTON (1969)
 AH2293
 AH2293                         *CURRENT SURVEY CONTROL
 AH2293  ___________________________________________________________________
 AH2293* NAD 83(1996)-  41 18 14.79111(N)    091 41 14.34253(W)     ADJUSTED  
 AH2293* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 AH2293  ___________________________________________________________________
 AH2293  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AH2293  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 AH2293
 AH2293  HORZ ORDER  -  THIRD
 AH2293
 AH2293.The horizontal coordinates were established by classical geodetic methods
 AH2293.and adjusted by the National Geodetic Survey in January 2003..
 AH2293
 AH2293.The orthometric height was scaled from a topographic map.
 AH2293
 AH2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2293
 AH2293.The geoid height was determined by GEOID03.
 AH2293
 AH2293;                    North         East     Units Scale Factor Converg.
 AH2293;SPC IA S     -   146,401.477   651,788.675   MT  0.99994999   +1 11 38.5
 AH2293;UTM  15      - 4,573,347.879   609,890.894   MT  0.99974862   +0 51 59.5
 AH2293
 AH2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2293!SPC IA S     -   0.99996860  x   0.99994999  =   0.99991859
 AH2293!UTM  15      -   0.99996860  x   0.99974862  =   0.99971723
 AH2293
 AH2293|---------------------------------------------------------------------|
 AH2293| PID    Reference Object                     Distance      Geod. Az  |
 AH2293|                                                           dddmmss.s |
 AH2293| DF3563 WASHINGTON RM 1                      17.464 METERS 04619     |
 AH2293| MG0829 WASHINGTON                           18.428 METERS 20233     |
 AH2293| DF3562 WASHINGTON RM 2                      37.405 METERS 26917     |
 AH2293| AH2294 WASHINGTON 2 AZ MK                  APPROX. 0.8 KM 2702401.2 |
 AH2293|---------------------------------------------------------------------|
 AH2293
 AH2293                          SUPERSEDED SURVEY CONTROL
 AH2293
 AH2293.No superseded survey control is available for this station.
 AH2293
 AH2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF0989173348(NAD 83)
 AH2293_MARKER: DS = TRIANGULATION STATION DISK
 AH2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2293_STAMPING: WASHINGTON 2 1983
 AH2293_MARK LOGO: NGS   
 AH2293_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2293+STABILITY: SURFACE MOTION
 AH2293
 AH2293  HISTORY     - Date     Condition        Report By
 AH2293  HISTORY     - 1983     MONUMENTED       NGS
 AH2293
 AH2293                          STATION DESCRIPTION
 AH2293
 AH2293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 AH2293'THE STATION IS LOCATED IN WASHINGTON, IN THE SOUTHWEST QUADRANT OF
 AH2293'EAST 6TH STREET AND NORTH 5TH AVENUE AND NEAR THE OLD MUNICIPAL WATER
 AH2293'TANK ON PROPERTY OWNED BY THE CITY.  THE PRESENT ENGINEER IS STEVE
 AH2293'DODD.  THE ADDRESS IS P O BOX 484, WASHINGTON, IA 52353.  TELEPHONE
 AH2293'319-653-6584.  THE STATION IS A STANDARD NGS DISK
 AH2293'STAMPED,---WASHINGTON 2 1983 --- SET INTO THE TOP OF A ROUND CONCRETE
 AH2293'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 22.25
 AH2293'METERS (73.00 FT) WEST FROM THE CENTERLINE OF NORTH 5TH AVENUE, 16.20
 AH2293'METERS (53.15 FT) NORTHEAST FROM THE NORTHWEST CORNER OF WELL NO 5
 AH2293'BUILDING, 13.35 METERS (43.80 FT) NORTH NORTHEAST FROM THE NORTHEAST
 AH2293'CORNER OF WELL NO 5 BUILDING AND 5.80 METERS (19.03 FT) SOUTH FROM THE
 AH2293'CENTERLINE OF EAST 6TH STREET.  REFERENCE MARK NO 1 IS A STANDARD CGS
 AH2293'DISK STAMPED --- WASHINGTON NO 1 1934 --- SET INTO THE TOP OF A ROUND
 AH2293'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 15 CM BELOW THE GROUND.
 AH2293'LOCATED 9.75 METERS (31.99 FT) WEST FROM THE CENTERLINE OF NORTH 5TH
 AH2293'AVENUE, 6.10 METERS (20.01 FT) NORTH FROM THE CENTERLINE OF EAST 6TH
 AH2293'STREET AND 1.52 METERS (4.99 FT) SOUTH FROM THE SOUTH EDGE OF A
 AH2293'SIDEWALK.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED ---
 AH2293'WASHINGTON NO 2 1934 --- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AH2293'30 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 15.24 METERS (50.00
 AH2293'FT) NORTHEAST FROM THE NORTHEAST CORNER OF MUNICIPAL WATER PLANT
 AH2293'BUILDING, 6.10 METERS (20.01 FT) SOUTH FROM THE CENTERLINE OF EAST 6TH
 AH2293'STREET AND 0.3 METERS (1.0 FT) LOWER THAN THE STATION.  AZIMUTH MARK
 AH2293'NO 1 IS A STANDARD NGS DISK STAMPED --- WASHINGTON 2 1983 --- SET INTO
 AH2293'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE
 AH2293'GROUND.  LOCATED 12.37 METERS (40.58 FT) NORTHEAST FROM THE SOUTHEAST
 AH2293'CORNER OF A HOUSE AT 521 NORTH AVENUE D, 11.77 METERS (38.62 FT)
 AH2293'EAST-SOUTHEAST FROM THE NORTHEAST CORNER OF THE HOUSE, 5.43 METERS
 AH2293'(17.81 FT) WEST FROM THE CENTERLINE OF THE AVENUE AND 4.39 METERS
 AH2293'(14.40 FT) NORTH FROM A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2294 ***********************************************************************
 AH2294  DESIGNATION -  WASHINGTON 2 AZ MK
 AH2294  PID         -  AH2294
 AH2294  STATE/COUNTY-  IA/WASHINGTON
 AH2294  USGS QUAD   -  WASHINGTON (1969)
 AH2294
 AH2294                         *CURRENT SURVEY CONTROL
 AH2294  ___________________________________________________________________
 AH2294* NAD 83(1996)-  41 18 14.96687(N)    091 41 47.95991(W)     ADJUSTED  
 AH2294* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 AH2294  ___________________________________________________________________
 AH2294  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AH2294  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 AH2294
 AH2294  HORZ ORDER  -  THIRD
 AH2294
 AH2294.The horizontal coordinates were established by classical geodetic methods
 AH2294.and adjusted by the National Geodetic Survey in January 2003..
 AH2294
 AH2294.The orthometric height was scaled from a topographic map.
 AH2294
 AH2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2294
 AH2294.The geoid height was determined by GEOID03.
 AH2294
 AH2294;                    North         East     Units Scale Factor Converg.
 AH2294;SPC IA S     -   146,390.644   651,006.725   MT  0.99994999   +1 11 16.3
 AH2294;UTM  15      - 4,573,341.517   609,109.053   MT  0.99974651   +0 51 37.3
 AH2294
 AH2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2294!SPC IA S     -   0.99996857  x   0.99994999  =   0.99991856
 AH2294!UTM  15      -   0.99996857  x   0.99974651  =   0.99971509
 AH2294
 AH2294                          SUPERSEDED SURVEY CONTROL
 AH2294
 AH2294.No superseded survey control is available for this station.
 AH2294
 AH2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF0910973342(NAD 83)
 AH2294_MARKER: DS = TRIANGULATION STATION DISK
 AH2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2294_STAMPING: WASHINGTON 2 1983
 AH2294_MARK LOGO: NGS   
 AH2294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2294+STABILITY: SURFACE MOTION
 AH2294
 AH2294  HISTORY     - Date     Condition        Report By
 AH2294  HISTORY     - 1983     MONUMENTED       NGS
 AH2294
 AH2294                          STATION DESCRIPTION
 AH2294
 AH2294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 AH2294'THE STATION IS LOCATED IN WASHINGTON AT THE T-INTERSECTION OF EAST 6TH
 AH2294'STREET AND NORTH D AVENUE, ON THE WEST RIGHT-OF-WAY OF A AVENUE IN
 AH2294'FRONT OF A HOUSE AT 521 NORTH AVENUE D AND ON THE APPROXIMATE EXTENDED
 AH2294'CENTERLINE OF EAST 6TH STREET.  STATION MARKS ARE STANDARD DISKS,
 AH2294'STAMPED ---WASHINGTON 2 1983 ---.  THE SURFACE IS SET INTO THE TOP OF
 AH2294'A 12-INCH ROUND CONCRETE POST THAT IS FLUSH.  THE UNDERGROUND DISK IS
 AH2294'IN AN IRREGULAR MASS OF CONCRETE 3.5 FT (1.1 M) BELOW THE GROUND
 AH2294'SURFACE.  THE MARKS ARE 12.37 M (40.58 FT) NORTHEAST FROM THE
 AH2294'SOUTHEAST CORNER OF THE HOUSE, 11.77 M (38.62 FT) EAST-SOUTHEAST FROM
 AH2294'THE NORTHEAST CORNER OF THE HOUSE, 5.43 M (17.81 FT) WEST FROM THE
 AH2294'CENTERLINE OF THE AVENUE AND 4.39 M (14.40 FT) NORTH FROM A POWERLINE
 AH2294'POLE.  THE STATION WAS POSITIONED BY ELECTRICAL TRAVERSE AND A POLARIS
 AH2294'OBSERVATION FROM STATION WASHINGTON 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0828 ***********************************************************************
 MG0828  DESIGNATION -  WASHINGTON MUN TK C OF PIPE
 MG0828  PID         -  MG0828
 MG0828  STATE/COUNTY-  IA/WASHINGTON
 MG0828  USGS QUAD   -  WASHINGTON (1969)
 MG0828
 MG0828                         *CURRENT SURVEY CONTROL
 MG0828  ___________________________________________________________________
 MG0828* NAD 83(1996)-  41 18 13.69508(N)    091 41 14.30367(W)     ADJUSTED  
 MG0828* NAVD 88     -                                                        
 MG0828  ___________________________________________________________________
 MG0828  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 MG0828  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0828
 MG0828  HORZ ORDER  -  THIRD
 MG0828
 MG0828.The horizontal coordinates were established by classical geodetic methods
 MG0828.and adjusted by the National Geodetic Survey in May 1999..
 MG0828
 MG0828
 MG0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0828
 MG0828.The geoid height was determined by GEOID03.
 MG0828
 MG0828;                    North         East     Units Scale Factor Converg.
 MG0828;SPC IA S     -   146,367.692   651,790.284   MT  0.99994998   +1 11 38.5
 MG0828;UTM  15      - 4,573,314.092   609,892.309   MT  0.99974862   +0 51 59.5
 MG0828
 MG0828                          SUPERSEDED SURVEY CONTROL
 MG0828
 MG0828  NAD 83(1986)-  41 18 13.69758(N)    091 41 14.32019(W) AD(       ) 4
 MG0828  NAD 27      -  41 18 13.64800(N)    091 41 13.71400(W) AD(       ) 3
 MG0828
 MG0828.Superseded values are not recommended for survey control.
 MG0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0828.See file dsdata.txt to determine how the superseded data were derived.
 MG0828
 MG0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF0989273314(NAD 83)
 MG0828_MARKER: 53 = ELEVATED TANK
 MG0828_MARK LOGO: CGS   
 MG0828
 MG0828  HISTORY     - Date     Condition        Report By
 MG0828  HISTORY     - 1934     FIRST OBSERVED   CGS
 MG0828  HISTORY     - 19830615 GOOD             NGS
 MG0828
 MG0828                          STATION DESCRIPTION
 MG0828
 MG0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0828'STATION IS THE CENTER OF THE FEED PIPE (PROBABLY THE SAME AS
 MG0828'THE CENTER OF THE BALL ON TOP OF THE TANK) ON THE LARGE, SQUAT,
 MG0828'BLACK, STEEL, WATER TANK WHICH IS THE WASHINGTON MUNICIPAL
 MG0828'TANK.  THE TANK IS ABOUT 125 FEET HIGH AND IS SUPPORTED BY SIX
 MG0828'LEGS.  IT IS NEAR THE SE CORNER OF THE GROUNDS OF THE WASHINGTON
 MG0828'MUNICIPAL WATER WORKS WHICH IS AT THE SE CORNER OF N FOURTH
 MG0828'AVENUE AND E SIXTH STREET.
 MG0828'
 MG0828'THE TANK WAS ERECTED IN 1924.  IT IS NOT VERY PROMINENT.
 MG0828'
 MG0828'THE CENTER OF THE FEED PIPE OF THE TANK WAS CONNECTED BY
 MG0828'TRAVERSE TO TRIANGULATION STATION WASHINGTON WHICH IS 61.0
 MG0828'FEET NNE.
 MG0828
 MG0828                          STATION RECOVERY (1983)
 MG0828
 MG0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MG0828'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED,
 MG0828'EXCEPT IT IS NOW PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0880 ***********************************************************************
 ON0880  DESIGNATION -  WASHINGTON PRAIRIE LUTH CH
 ON0880  PID         -  ON0880
 ON0880  STATE/COUNTY-  IA/WINNESHIEK
 ON0880  USGS QUAD   -  POSTVILLE NW (1981)
 ON0880
 ON0880                         *CURRENT SURVEY CONTROL
 ON0880  ___________________________________________________________________
 ON0880* NAD 83(1996)-  43 14 16.43602(N)    091 44 17.58088(W)     ADJUSTED  
 ON0880* NAVD 88     -                                                        
 ON0880  ___________________________________________________________________
 ON0880  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 ON0880  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 ON0880
 ON0880  HORZ ORDER  -  THIRD
 ON0880
 ON0880.The horizontal coordinates were established by classical geodetic methods
 ON0880.and adjusted by the National Geodetic Survey in May 1999..
 ON0880
 ON0880
 ON0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0880
 ON0880.The geoid height was determined by GEOID03.
 ON0880
 ON0880;                    North         East     Units Scale Factor Converg.
 ON0880;SPC IA N     - 1,194,537.067 1,643,090.931   MT  0.99999487   +1 11 38.5
 ON0880;UTM  15      - 4,788,006.445   602,448.713   MT  0.99972911   +0 51 52.0
 ON0880
 ON0880                          SUPERSEDED SURVEY CONTROL
 ON0880
 ON0880  NAD 83(1996)-  43 14 16.43602(N)    091 44 17.58086(W) AD(       ) 4
 ON0880  NAD 83(1986)-  43 14 16.42810(N)    091 44 17.58014(W) AD(       ) 4
 ON0880  NAD 27      -  43 14 16.52000(N)    091 44 17.03500(W) AD(       ) 3
 ON0880
 ON0880.Superseded values are not recommended for survey control.
 ON0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0880.See file dsdata.txt to determine how the superseded data were derived.
 ON0880
 ON0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH0244988006(NAD 83)
 ON0880_MARKER: 90 = CHURCH SPIRE
 ON0880
 ON0880  HISTORY     - Date     Condition        Report By
 ON0880  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0880
 ON0880                          STATION DESCRIPTION
 ON0880
 ON0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0880'THE STATION IS THE CENTER OF THE CROSS AT THE APEX OF THE SPIRE.
 ON0880'IT IS A STONE CHURCH AND BELFRY WITH A GREY ROOF SPIRE ATOP
 ON0880'THE BELFRY, LOCATED ABOUT 5.5 MILES SOUTHEAST OF DECORAH.
 ON0880'
 ON0880'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 9 AND U.S. HIGHWAY
 ON0880'52 IN THE WEST EDGE OF THE BUSINESS DISTRICT IN DECORAH, GO
 ON0880'EAST AND SOUTHEAST ON HIGHWAY 9 FOR 2.25 MILES TO A PAVED SIDE
 ON0880'ROAD LEFT.  CONTINUE SOUTHEAST AND EAST ON HIGHWAY 9 FOR 1.4
 ON0880'MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD
 ON0880'FOR 2.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON
 ON0880'A GRAVELED ROAD FOR 0.1 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0913 ***********************************************************************
 MG0913  DESIGNATION -  WASHPORT
 MG0913  PID         -  MG0913
 MG0913  STATE/COUNTY-  IA/WASHINGTON
 MG0913  USGS QUAD   -  WASHINGTON (1969)
 MG0913
 MG0913                         *CURRENT SURVEY CONTROL
 MG0913  ___________________________________________________________________
 MG0913* NAD 83(1996)-  41 16 38.60808(N)    091 40 29.48348(W)     ADJUSTED  
 MG0913* NAVD 88     -       229.1    (meters)     752.     (feet)  VERTCON   
 MG0913  ___________________________________________________________________
 MG0913  X           -    -140,306.258 (meters)                     COMP
 MG0913  Y           -  -4,798,420.886 (meters)                     COMP
 MG0913  Z           -   4,185,753.375 (meters)                     COMP
 MG0913  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 MG0913  ELLIP HEIGHT-         196.33  (meters)          (05/06/99) GPS OBS
 MG0913  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0913
 MG0913  HORZ ORDER  -  THIRD
 MG0913  ELLP ORDER  -  FOURTH    CLASS I
 MG0913
 MG0913.This mark is at Washington Municipal Airport (AWG)
 MG0913
 MG0913.The horizontal coordinates were established by GPS observations
 MG0913.and adjusted by the National Geodetic Survey in May 1999..
 MG0913
 MG0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0913
 MG0913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MG0913
 MG0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0913
 MG0913.The ellipsoidal height was determined by GPS observations
 MG0913.and is referenced to NAD 83.
 MG0913
 MG0913.The geoid height was determined by GEOID03.
 MG0913
 MG0913;                    North         East     Units Scale Factor Converg.
 MG0913;SPC IA S     -   143,456.865   652,894.210   MT  0.99994926   +1 12 08.0
 MG0913;UTM  15      - 4,570,397.581   610,979.352   MT  0.99975158   +0 52 27.5
 MG0913
 MG0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0913!SPC IA S     -   0.99996921  x   0.99994926  =   0.99991847
 MG0913!UTM  15      -   0.99996921  x   0.99975158  =   0.99972079
 MG0913
 MG0913:                Primary Azimuth Mark                     Grid Az
 MG0913:SPC IA S     -  WASHPORT AZ MK                           131 58 45.6
 MG0913:UTM  15      -  WASHPORT AZ MK                           132 18 26.1
 MG0913
 MG0913|---------------------------------------------------------------------|
 MG0913| PID    Reference Object                     Distance      Geod. Az  |
 MG0913|                                                           dddmmss.s |
 MG0913| MG0914 WASHPORT AZ MK                      APPROX. 0.5 KM 1331053.6 |
 MG0913|---------------------------------------------------------------------|
 MG0913
 MG0913                          SUPERSEDED SURVEY CONTROL
 MG0913
 MG0913  NAD 83(1986)-  41 16 38.61617(N)    091 40 29.49732(W) AD(       ) 3
 MG0913  NGVD 29 (07/09/90)  229.1    (m)          752.     (f) GPS OBS        
 MG0913
 MG0913.Superseded values are not recommended for survey control.
 MG0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0913.See file dsdata.txt to determine how the superseded data were derived.
 MG0913
 MG0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF1097970398(NAD 83)
 MG0913_MARKER: I = METAL ROD
 MG0913_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MG0913_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MG0913_STAMPING: WASHPORT 1989
 MG0913_MARK LOGO: NGS   
 MG0913_PROJECTION: FLUSH
 MG0913_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0913+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MG0913_ROD/PIPE-DEPTH: 7.8  meters
 MG0913_SLEEVE-DEPTH  : 0.91 meters
 MG0913
 MG0913  HISTORY     - Date     Condition        Report By
 MG0913  HISTORY     - 1989     MONUMENTED       NGS
 MG0913
 MG0913                          STATION DESCRIPTION
 MG0913
 MG0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MG0913'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHEAST OF WASHINGTON,
 MG0913'AT THE WASHINGTON MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE
 MG0913'ENTRANCE RAMP AND RUNWAY.  OWNERSHIP--CITY OF WASHINGTON, WASHINGTON,
 MG0913'IA 52353, PHONE (319) 653-6618.  THE AIRPORT MANAGER IS GILBERT WOOD.
 MG0913'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 92 AND 2ND
 MG0913'AVENUE, AT THE MUNICIPAL BUILDING IN WASHINGTON, GO EAST ON STATE
 MG0913'HIGHWAY 92 FOR 1.75 KM (1.10 MI) TO THE JUNCTION OF AIRPORT ROAD ON
 MG0913'THE RIGHT.  TURN RIGHT, SOUTH, ON AIRPORT ROAD FOR 2.0 KM (1.25 MI) TO
 MG0913'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, WEST, ON ENTRANCE ROAD
 MG0913'FOR 0.4 KM (0.25 MI) TO THE ROADS END AT THE HANGARS.  TURN LEFT
 MG0913'BETWEEEN THE HANGARS THEN BEAR RIGHT, SOUTHWEST, ONTO THE ENTRANCE
 MG0913'RAMP TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE LEFT.
 MG0913'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MG0913'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 MG0913'LOCATED 17.65 M (57.9 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 13.35
 MG0913'M (43.8 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE RAMP, 5.8 M
 MG0913'(19.0 FT) EAST OF THE CURVED EDGE OF THE ENTRANCE RAMP, 3.9 M
 MG0913'(12.8 FT) NORTHEAST OF A RAMP LIGHT AND 3.8 M (12.5 FT) NORTHEAST OF A
 MG0913'FIBERGLASS WITNESS POST.
 MG0913'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MG0913'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0914 ***********************************************************************
 MG0914  DESIGNATION -  WASHPORT AZ MK
 MG0914  PID         -  MG0914
 MG0914  STATE/COUNTY-  IA/WASHINGTON
 MG0914  USGS QUAD   -  WASHINGTON (1969)
 MG0914
 MG0914                         *CURRENT SURVEY CONTROL
 MG0914  ___________________________________________________________________
 MG0914* NAD 83(1996)-  41 16 26.59779(N)    091 40 12.52015(W)     ADJUSTED  
 MG0914* NAVD 88     -       229.     (meters)     751.     (feet)  VERTCON   
 MG0914  ___________________________________________________________________
 MG0914  X           -    -139,918.759 (meters)                     COMP
 MG0914  Y           -  -4,798,676.840 (meters)                     COMP
 MG0914  Z           -   4,185,475.000 (meters)                     COMP
 MG0914  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 MG0914  ELLIP HEIGHT-         196.47  (meters)          (05/06/99) GPS OBS
 MG0914  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0914
 MG0914  HORZ ORDER  -  THIRD
 MG0914  ELLP ORDER  -  FOURTH    CLASS I
 MG0914
 MG0914.This mark is at Washington Municipal Airport (AWG)
 MG0914
 MG0914.The horizontal coordinates were established by GPS observations
 MG0914.and adjusted by the National Geodetic Survey in May 1999..
 MG0914.No horizontal observational check was made to the station.
 MG0914
 MG0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0914
 MG0914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MG0914
 MG0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0914
 MG0914.The ellipsoidal height was determined by GPS observations
 MG0914.and is referenced to NAD 83.
 MG0914
 MG0914.The geoid height was determined by GEOID03.
 MG0914
 MG0914;                    North         East     Units Scale Factor Converg.
 MG0914;SPC IA S     -   143,094.744   653,296.678   MT  0.99994918   +1 12 19.2
 MG0914;UTM  15      - 4,570,033.234   611,379.661   MT  0.99975267   +0 52 38.4
 MG0914
 MG0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0914!SPC IA S     -   0.99996918  x   0.99994918  =   0.99991837
 MG0914!UTM  15      -   0.99996918  x   0.99975267  =   0.99972186
 MG0914
 MG0914:                Primary Azimuth Mark                     Grid Az
 MG0914:SPC IA S     -  WASHPORT                                 311 58 45.6
 MG0914:UTM  15      -  WASHPORT                                 312 18 26.4
 MG0914
 MG0914|---------------------------------------------------------------------|
 MG0914| PID    Reference Object                     Distance      Geod. Az  |
 MG0914|                                                           dddmmss.s |
 MG0914| MG0913 WASHPORT                            APPROX. 0.5 KM 3131104.8 |
 MG0914|---------------------------------------------------------------------|
 MG0914
 MG0914                          SUPERSEDED SURVEY CONTROL
 MG0914
 MG0914  NAD 83(1986)-  41 16 26.60588(N)    091 40 12.53399(W) AD(       ) 3
 MG0914  NGVD 29 (07/09/90)  229.     (m)          751.     (f) GPS OBS        
 MG0914
 MG0914.Superseded values are not recommended for survey control.
 MG0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0914.See file dsdata.txt to determine how the superseded data were derived.
 MG0914
 MG0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF1138070033(NAD 83)
 MG0914_MARKER: I = METAL ROD
 MG0914_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MG0914_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MG0914_STAMPING: WASHPORT AZ MK 1989
 MG0914_MARK LOGO: NGS   
 MG0914_PROJECTION: FLUSH
 MG0914_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0914+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MG0914_ROD/PIPE-DEPTH: 7.8  meters
 MG0914_SLEEVE-DEPTH  : 0.91 meters
 MG0914
 MG0914  HISTORY     - Date     Condition        Report By
 MG0914  HISTORY     - 1989     MONUMENTED       NGS
 MG0914
 MG0914                          STATION DESCRIPTION
 MG0914
 MG0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MG0914'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHEAST OF WASHINGTON,
 MG0914'AT THE WASHINGTON MUNICIPAL AIRPORT AND AT THE NORTH CORNER OF THE
 MG0914'TURN-AROUND OF RUNWAY 31.  OWNERSHIP--CITY OF WASHINGTON, WASHINGTON,
 MG0914'IA 52353, PHONE (319) 653-6618.  THE AIRPORT MANAGER IS GILBERT WOOD.
 MG0914'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 92 AND 2ND
 MG0914'AVENUE, AT THE MUNICIPAL BUILDING IN WASHINGTON, GO EAST ON STATE
 MG0914'HIGHWAY 92 FOR 1.75 KM (1.10 MI) TO THE JUNCTION OF AIRPORT ROAD ON
 MG0914'THE RIGHT.  TURN RIGHT, SOUTH, ON AIRPORT ROAD FOR 2.0 KM (1.25 MI) TO
 MG0914'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, WEST, ON THE ENTRANCE
 MG0914'ROAD FOR 0.4 KM (0.25 MI) TO THE ROADS END AT THE HANGARS.  TURN LEFT
 MG0914'BETWEEEN THE HANGARS, THEN BEAR RIGHT, SOUTHWEST, ON THE ENTRANCE RAMP
 MG0914'TO THE JUNCTION OF THE RUNWAY.  TURN LEFT, SOUTHEAST, ON THE RUNWAY
 MG0914'FOR 0.55 KM (0.35 MI) TO THE STATION ON THE LEFT AT THE NORTH CORNER
 MG0914'OF THE TURN-AROUND.
 MG0914'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 MG0914'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 MG0914'LOCATED 30.5 M (100.1 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 9.8 M
 MG0914'(32.2 FT) NORTHWEST OF THE CENTER OF THE TURN-AROUND, 0.55 M (1.8 FT)
 MG0914'NORTH OF THE NORTH CORNER OF THE TURN-AROUND AND 0.55 M (1.8 FT) NORTH
 MG0914'OF A FIBERGLASS WITNESS POST.
 MG0914'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MG0914'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0684 ***********************************************************************
 NL0684  DESIGNATION -  WASHTA
 NL0684  PID         -  NL0684
 NL0684  STATE/COUNTY-  IA/CHEROKEE
 NL0684  USGS QUAD   -  WASHTA (1969)
 NL0684
 NL0684                         *CURRENT SURVEY CONTROL
 NL0684  ___________________________________________________________________
 NL0684* NAD 83(1996)-  42 34 43.89426(N)    095 44 29.73678(W)     ADJUSTED  
 NL0684* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 NL0684  ___________________________________________________________________
 NL0684  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 NL0684  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 NL0684
 NL0684  HORZ ORDER  -  THIRD
 NL0684
 NL0684.The horizontal coordinates were established by classical geodetic methods
 NL0684.and adjusted by the National Geodetic Survey in May 1999..
 NL0684
 NL0684.The orthometric height was scaled from a topographic map.
 NL0684
 NL0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0684
 NL0684.The geoid height was determined by GEOID03.
 NL0684
 NL0684;                    North         East     Units Scale Factor Converg.
 NL0684;SPC IA N     - 1,122,275.139 1,316,006.333   MT  0.99994656   -1 31 09.2
 NL0684;UTM  15      - 4,717,693.122   275,009.756   MT  1.00022284   -1 51 20.7
 NL0684
 NL0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0684!SPC IA N     -   0.99994123  x   0.99994656  =   0.99988780
 NL0684!UTM  15      -   0.99994123  x   1.00022284  =   1.00016406
 NL0684
 NL0684|---------------------------------------------------------------------|
 NL0684| PID    Reference Object                     Distance      Geod. Az  |
 NL0684|                                                           dddmmss.s |
 NL0684| CO4805 WASHTA RM 1                          11.832 METERS 00013     |
 NL0684| NL0683 BUSH                                APPROX. 8.7 KM 0965415.4 |
 NL0684| CO4804 WASHTA AZ MK                                       1800904.6 |
 NL0684| CO4806 WASHTA RM 2                          10.874 METERS 18012     |
 NL0684|---------------------------------------------------------------------|
 NL0684
 NL0684                          SUPERSEDED SURVEY CONTROL
 NL0684
 NL0684  NAD 83(1996)-  42 34 43.89444(N)    095 44 29.73667(W) AD(       ) 3
 NL0684  NAD 83(1996)-  42 34 43.89403(N)    095 44 29.73611(W) AD(       ) 3
 NL0684  NAD 83(1986)-  42 34 43.89445(N)    095 44 29.73504(W) AD(       ) 3
 NL0684  NAD 27      -  42 34 43.94300(N)    095 44 28.71000(W) AD(       ) 3
 NL0684
 NL0684.Superseded values are not recommended for survey control.
 NL0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0684.See file dsdata.txt to determine how the superseded data were derived.
 NL0684
 NL0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH7501017693(NAD 83)
 NL0684_MARKER: DS = TRIANGULATION STATION DISK
 NL0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0684
 NL0684  HISTORY     - Date     Condition        Report By
 NL0684  HISTORY     - 1950     MONUMENTED       CGS
 NL0684
 NL0684                          STATION DESCRIPTION
 NL0684
 NL0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0684'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF WASHTA ON
 NL0684'THE RIGHT-OF-WAY OF A SECTION LINE ROAD.  IT IS 17 FEET WEST OF
 NL0684'THE APPROXIMATE CENTERLINE OF THE ROAD, 9 FEET SOUTH-SOUTHEAST
 NL0684'OF A SOUTH GATE POST AND 5 FEET NORTH OF A WITNESS POST.  THE
 NL0684'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED WASHTA 1950.
 NL0684'
 NL0684'REFERENCE MARK NO. 1 IS 17 FEET WEST OF THE APPROXIMATE CENTERLINE
 NL0684'OF THE ROAD, AND 1-1/2 FEET EAST OF A FENCE.  THE MARK PROJECTS
 NL0684'4 INCHES AND THE DISK IS STAMPED WASHTA NO 1 1950.
 NL0684'
 NL0684'REFERENCE MARK NO. 2 IS 17 FEET WEST OF THE APPROXIMATE CENTERLINE
 NL0684'OF THE ROAD AND 1-1/2 FEET EAST OF A FENCE.  THE MARK PROJECTS
 NL0684'4 INCHES AND THE DISK IS STAMPED WASHTA NO 2 1950.
 NL0684'
 NL0684'THE AZIMUTH MARK IS 19 FEET WEST OF THE APPROXIMATE CENTERLINE
 NL0684'OF THE ROAD, 2.8 FEET NORTHEAST OF A WITNESS POST AND 2.6 FEET
 NL0684'EAST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 NL0684'STAMPED WASHTA 1950.
 NL0684'
 NL0684'TO REACH THE STATION FROM THE POST OFFICE IN WASHTA, GO WEST
 NL0684'ACROSS THE LITTLE SIOUX RIVER BRIDGE AND MAIN TRAVELED GRAVEL
 NL0684'ROAD FOR 1.2 MILES TO A DIRT CROSSROAD.  TURN RIGHT AND GO
 NL0684'NORTH FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 NL0684'ON NORTH FOR 0.15 MILE TO THE STATION ON THE LEFT AT THE TOP
 NL0684'OF A HILL.
 NL0684'
 NL0684'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0859 ***********************************************************************
 ON0859  DESIGNATION -  WATER
 ON0859  PID         -  ON0859
 ON0859  STATE/COUNTY-  IA/ALLAMAKEE
 ON0859  USGS QUAD   -  DORCHESTER (1971)
 ON0859
 ON0859                         *CURRENT SURVEY CONTROL
 ON0859  ___________________________________________________________________
 ON0859* NAD 83(1996)-  43 28 14.54979(N)    091 32 37.52656(W)     ADJUSTED  
 ON0859* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 ON0859  ___________________________________________________________________
 ON0859  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 ON0859  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 ON0859
 ON0859  HORZ ORDER  -  SECOND
 ON0859
 ON0859.The horizontal coordinates were established by classical geodetic methods
 ON0859.and adjusted by the National Geodetic Survey in May 1999..
 ON0859
 ON0859.The orthometric height was scaled from a topographic map.
 ON0859
 ON0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0859
 ON0859.The geoid height was determined by GEOID03.
 ON0859
 ON0859;                    North         East     Units Scale Factor Converg.
 ON0859;SPC IA N     - 1,220,742.949 1,658,283.656   MT  1.00004367   +1 19 33.0
 ON0859;SPC MN S     -   155,289.197   998,735.215   MT  1.00008237   +1 43 17.9
 ON0859;UTM  15      - 4,814,118.227   617,786.553   MT  0.99977066   +1 00 07.1
 ON0859
 ON0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0859!SPC IA N     -   0.99994989  x   1.00004367  =   0.99999356
 ON0859!SPC MN S     -   0.99994989  x   1.00008237  =   1.00003226
 ON0859!UTM  15      -   0.99994989  x   0.99977066  =   0.99972057
 ON0859
 ON0859|---------------------------------------------------------------------|
 ON0859| PID    Reference Object                     Distance      Geod. Az  |
 ON0859|                                                           dddmmss.s |
 ON0859| CI7324 WATER RM 2                           19.303 METERS 01928     |
 ON0859| ON0785 EITZEN ZION LUTH CH SPIRE           APPROX. 7.5 KM 0594015.6 |
 ON0859| CI7323 WATER RM 1                           28.581 METERS 08433     |
 ON0859| CI7322 WATER AZ MK                                        2851857.4 |
 ON0859| ON0856 WATERLOO RIDGE LUTH CH              APPROX. 4.9 KM 2895045.1 |
 ON0859|---------------------------------------------------------------------|
 ON0859
 ON0859                          SUPERSEDED SURVEY CONTROL
 ON0859
 ON0859  NAD 83(1996)-  43 28 14.54979(N)    091 32 37.52656(W) AD(       ) 2
 ON0859  NAD 83(1986)-  43 28 14.54344(N)    091 32 37.52809(W) AD(       ) 2
 ON0859  NAD 27      -  43 28 14.64640(N)    091 32 37.01750(W) AD(       ) 2
 ON0859
 ON0859.Superseded values are not recommended for survey control.
 ON0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0859.See file dsdata.txt to determine how the superseded data were derived.
 ON0859
 ON0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1778714118(NAD 83)
 ON0859_MARKER: DS = TRIANGULATION STATION DISK
 ON0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0859
 ON0859  HISTORY     - Date     Condition        Report By
 ON0859  HISTORY     - 1961     MONUMENTED       CGS
 ON0859  HISTORY     - 1964     GOOD             CGS
 ON0859
 ON0859                          STATION DESCRIPTION
 ON0859
 ON0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0859'STATION IS ABOUT 6 MILES SOUTH AND 4-1/2 MILES EAST OF SPRING
 ON0859'GROVE, MINNESOTA, ABOUT 2 MILES WEST OF DORCHESTER, IOWA,
 ON0859'ABOUT 2 MILES SOUTH OF THE MINNESOTA-IOWA STATE LINE, IN THE
 ON0859'NORTH CENTER OF SEC. 22, T. 100 N., R. 6 W., AND ON THE
 ON0859'PROPERTY OF MR. CLARENCE T. SCHWARTZHOFF.  IT IS 60 FEET
 ON0859'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 62 FEET
 ON0859'SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK GARAGE,
 ON0859'35 FEET NORTH OF A T-FENCE CORNER, 3 FEET SOUTHWEST OF A
 ON0859'WITNESS POST AND 2 FEET WEST OF A WIRE FENCE.  THE MONUMENT
 ON0859'IS FLUSH AND THE DISK IS STAMPED WATER 1961.
 ON0859'
 ON0859'TO REACH FROM THE POST OFFICE IN DORCHESTER, GO WEST ON A
 ON0859'PAVED ROAD FOR 0.05 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH
 ON0859'AND WEST ON COUNTY ROAD D FOR 1.2 MILES TO A Y-FORK.  TAKE
 ON0859'THE RIGHT FORK AND GO NORTH AND WEST ON COUNTY ROAD D FOR 0.8
 ON0859'MILE TO A DRIVEWAY LEFT.* TURN LEFT AND GO SOUTH ON THE
 ON0859'DRIVEWAY FOR 0.05 MILE TO A HOUSE AND GARAGE AND THE STATION.
 ON0859'
 ON0859'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON COUNTY
 ON0859'ROAD D FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 ON0859'
 ON0859'REFERENCE MARK 1 IS 23 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 ON0859'OF THE FRAME HOUSE, 15 FEET EAST OF THE CENTER OF A CONCRETE
 ON0859'WALK AND 1 FOOT NORTH OF A POWER POLE WITH A YARD LIGHT.
 ON0859'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WATER NO 1 1961.
 ON0859'
 ON0859'REFERENCE MARK 2 IS 13 FEET EAST OF THE SOUTHWEST CORNER OF
 ON0859'THE GARAGE, 10 FEET WEST OF THE SOUTHEAST CORNER OF THE GARAGE
 ON0859'AND 6 INCHES SOUTH OF THE SOUTH EDGE OF THE GARAGE.  THE
 ON0859'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED WATER NO 2 1961.
 ON0859'
 ON0859'THE AZIMUTH MARK IS 42 FEET NORTH OF THE CENTERLINE OF COUNTY
 ON0859'ROAD D, 3 FEET NORTHEAST OF A WITNESS POST AND 2 FEET EAST
 ON0859'OF A POWER POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 ON0859'IS STAMPED WATER 1961.
 ON0859'
 ON0859'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 ON0859
 ON0859                          STATION RECOVERY (1964)
 ON0859
 ON0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 ON0859'MR. CLARENCE SCHWARTZHOFF WHO OWNS THE PROPERTY ON WHICH
 ON0859'THIS STATION IS LOCATED WAS CONTACTED AND ASSURED THAT THERE
 ON0859'WOULD BE NO PENALTY IF ONE OF THE CONCRETE POSTS WAS DISTURBED
 ON0859'DURING THE CONSTRUCTION OF A LARGE BARN AND MILK SHED NEARBY.
 ON0859'ALSO, THERE WAS NO OBJECTION TO THE MARKS BEING COVERED.
 ON0859'BUT ADDITIONAL REFERENCE MEASUREMENTS WERE MADE TO THE HOUSE
 ON0859'AND THE GARAGE FOR THE STATION AND REFERENCE MARKS WHICH
 ON0859'FOLLOW.  IF ONE OF THE MARKS ARE DISTURBED, MR. SCHWARTZHOFF
 ON0859'WILL NOTIFY THE COAST AND GEODETIC SURVEY.
 ON0859'
 ON0859'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF SPRING GROVE,
 ON0859'MINNESOTA, AND 2 MILES WEST OF DORCHESTER, IOWA, ABOUT 2 MILES
 ON0859'SOUTH OF THE MINNESOTA-IOWA STATE LINE, IN THE NORTH CENTER
 ON0859'OF SEC. 22, T. 100 N., R 6 W., AND ON THE PROPERTY OF MR.
 ON0859'CLARENCE SCHWARTZHOFF.  IT IS 82 FEET SOUTHWEST OF THE NORTHWEST
 ON0859'CORNER OF HOUSE, 80 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 ON0859'CORNER OF HOUSE, 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 ON0859'HOUSE, 68 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 ON0859'GARAGE, 62 FEET SOUTH OF THE SOUTHWEST CORNER OF GARAGE, 15
 ON0859'FEET SOUTHWEST OF THE CENTER OF THE SOUTH END OF BUTANE
 ON0859'TANK, AND 3 FEET SOUTHWEST OF A STEEL WITNESS POST.  THE
 ON0859'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 ON0859'IS STAMPED WATER 1961.
 ON0859'
 ON0859'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN
 ON0859'OF DORCHESTER, GO WEST ON A PAVED STREET FOR 0.05 MILE TO
 ON0859'A T-ROAD.  TURN LEFT AND GO SOUTH AND WEST ON COUNTY ROAD D
 ON0859'(ALWAYS KEEPING TO THE RIGHT) FOR 2.0 MILES TO A DRIVEWAY
 ON0859'ON THE LEFT.  TURN LEFT INTO DRIVEWAY AND GO SOUTH FOR 0.05
 ON0859'MILE TO THE STATION AT THE FARMHOUSE AS DESCRIBED.
 ON0859'
 ON0859'REFERENCE MARK NO. 1 IS 93.77 FEET EAST OF THE STATION, 23
 ON0859'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF FRAME HOUSE, AND 1
 ON0859'FOOT NORTH OF POWER POLE.  THE MARK IS FLUSH WITH THE
 ON0859'SURFACE OF THE GROUND AND THE DISK IS STAMPED WATER NO 1 1961.
 ON0859'
 ON0859'REFERENCE MARK NO. 2 IS 63.33 FEET NORTH OF THE STATION, 13
 ON0859'FEET EAST OF THE SOUTHWEST CORNER OF GARAGE, 9.5 FEET WEST
 ON0859'OF THE SOUTHEAST CORNER OF THE GARAGE, AND 1 FOOT SOUTH
 ON0859'OF THE SOUTH SIDE OF THE GARAGE, AND BETWEEN OR IN THE CENTER
 ON0859'OF TWO LARGE GARAGE DOORS.  THE MARK IS 6 INCHES BELOW THE
 ON0859'SURFACE OF THE GROUND AND THE DISK IS STAMPED WATER NO 2 1961.
 ON0859'
 ON0859'AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, 42 FEET NORTH
 ON0859'OF THE CENTER OF COUNTY ROAD D, 3 FEET NORTHEAST OF A WITNESS
 ON0859'POST, AND 2 FEET EAST OF A POWER POLE.  THE MARK PROJECTS
 ON0859'4 INCHES AND THE DISK IS STAMPED WATER 1961.
 ON0859'
 ON0859'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR
 ON0859'0.05 MILE TO COUNTY ROAD D.  TURN LEFT AND GO WEST FOR 0.3
 ON0859'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0039 ***********************************************************************
 NK0039  DESIGNATION -  WATERLOO 1
 NK0039  PID         -  NK0039
 NK0039  STATE/COUNTY-  IA/BLACK HAWK
 NK0039  USGS QUAD   -  WATERLOO SOUTH (1972)
 NK0039
 NK0039                         *CURRENT SURVEY CONTROL
 NK0039  ___________________________________________________________________
 NK0039* NAD 83(1986)-  42 29 56.     (N)    092 20 00.     (W)     SCALED    
 NK0039* NAVD 88     -       257.829  (meters)     845.89   (feet)  ADJUSTED  
 NK0039  ___________________________________________________________________
 NK0039  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 NK0039  DYNAMIC HT  -         257.748 (meters)     845.63  (feet)  COMP
 NK0039  MODELED GRAV-     980,301.3   (mgal)                       NAVD 88
 NK0039
 NK0039  VERT ORDER  -  FIRST     CLASS II
 NK0039
 NK0039.The horizontal coordinates were scaled from a topographic map and have
 NK0039.an estimated accuracy of +/- 6 seconds.
 NK0039
 NK0039.The orthometric height was determined by differential leveling
 NK0039.and adjusted by the National Geodetic Survey in June 1991..
 NK0039
 NK0039.The geoid height was determined by GEOID03.
 NK0039
 NK0039.The dynamic height is computed by dividing the NAVD 88
 NK0039.geopotential number by the normal gravity value computed on the
 NK0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0039.degrees latitude (g = 980.6199 gals.).
 NK0039
 NK0039.The modeled gravity was interpolated from observed gravity values.
 NK0039
 NK0039;                    North         East    Units  Estimated Accuracy
 NK0039;SPC IA N     - 1,111,610.    1,595,890.      MT  (+/- 180 meters Scaled)
 NK0039
 NK0039                          SUPERSEDED SURVEY CONTROL
 NK0039
 NK0039  NGVD 29 (??/??/92)  257.844  (m)          845.94   (f) ADJ UNCH    1 2
 NK0039
 NK0039.Superseded values are not recommended for survey control.
 NK0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0039.See file dsdata.txt to determine how the superseded data were derived.
 NK0039
 NK0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH547053(NAD 83)
 NK0039_MARKER: DB = BENCH MARK DISK
 NK0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0039_STAMPING: WATERLOO 1 1933
 NK0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0039+STABILITY: SURFACE MOTION
 NK0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NK0039+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 NK0039
 NK0039  HISTORY     - Date     Condition        Report By
 NK0039  HISTORY     - 1933     MONUMENTED       CGS
 NK0039  HISTORY     - 1956     GOOD             NGS
 NK0039  HISTORY     - 20051026 GOOD             GEOCAC
 NK0039
 NK0039                          STATION DESCRIPTION
 NK0039
 NK0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NK0039'AT WATERLOO.
 NK0039'AT WATERLOO, BLACK HAWK COUNTY, AT THE CORNER OF MULBERRY AND
 NK0039'EAST FIFTH STREETS, 3 FEET EAST OF THE EAST CORNER OF THE PUBLIC
 NK0039'LIBRARY BUILDING, 23 FEET NORTHWEST OF THE NORTHWEST CURB OF
 NK0039'EAST FIFTH STREET, AND 22.8 FEET SOUTHWEST OF THE SOUTHWEST
 NK0039'CURB OF MULBERRY STREET.  A STANDARD DISK, STAMPED WATERLOO NO
 NK0039'1 1933 AND SET IN THE TOP OF A CONCRETE POST.
 NK0039
 NK0039                          STATION RECOVERY (2005)
 NK0039
 NK0039'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 NK0039'THE DISK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0038 ***********************************************************************
 NK0038  DESIGNATION -  WATERLOO 2
 NK0038  PID         -  NK0038
 NK0038  STATE/COUNTY-  IA/BLACK HAWK
 NK0038  USGS QUAD   -  WATERLOO SOUTH (1972)
 NK0038
 NK0038                         *CURRENT SURVEY CONTROL
 NK0038  ___________________________________________________________________
 NK0038* NAD 83(1986)-  42 29 31.     (N)    092 20 37.     (W)     SCALED    
 NK0038* NAVD 88     -       264.110  (meters)     866.50   (feet)  ADJUSTED  
 NK0038  ___________________________________________________________________
 NK0038  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 NK0038  DYNAMIC HT  -         264.027 (meters)     866.23  (feet)  COMP
 NK0038  MODELED GRAV-     980,299.7   (mgal)                       NAVD 88
 NK0038
 NK0038  VERT ORDER  -  FIRST     CLASS II
 NK0038
 NK0038.The horizontal coordinates were scaled from a topographic map and have
 NK0038.an estimated accuracy of +/- 6 seconds.
 NK0038
 NK0038.The orthometric height was determined by differential leveling
 NK0038.and adjusted by the National Geodetic Survey in June 1991..
 NK0038.WARNING-Repeat measurements at this control monument indicate possible
 NK0038.vertical movement.
 NK0038
 NK0038.The geoid height was determined by GEOID03.
 NK0038
 NK0038.The dynamic height is computed by dividing the NAVD 88
 NK0038.geopotential number by the normal gravity value computed on the
 NK0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0038.degrees latitude (g = 980.6199 gals.).
 NK0038
 NK0038.The modeled gravity was interpolated from observed gravity values.
 NK0038
 NK0038;                    North         East    Units  Estimated Accuracy
 NK0038;SPC IA N     - 1,110,830.    1,595,060.      MT  (+/- 180 meters Scaled)
 NK0038
 NK0038                          SUPERSEDED SURVEY CONTROL
 NK0038
 NK0038  NGVD 29 (??/??/92)  264.126  (m)          866.55   (f) ADJ UNCH    1 2
 NK0038
 NK0038.Superseded values are not recommended for survey control.
 NK0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0038.See file dsdata.txt to determine how the superseded data were derived.
 NK0038
 NK0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH539046(NAD 83)
 NK0038_MARKER: DB = BENCH MARK DISK
 NK0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0038_STAMPING: WATERLOO 2 1933
 NK0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0038+STABILITY: SURFACE MOTION
 NK0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NK0038+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 NK0038
 NK0038  HISTORY     - Date     Condition        Report By
 NK0038  HISTORY     - 1933     MONUMENTED       CGS
 NK0038  HISTORY     - 1956     GOOD             NGS
 NK0038  HISTORY     - 20051026 GOOD             GEOCAC
 NK0038
 NK0038                          STATION DESCRIPTION
 NK0038
 NK0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NK0038'AT WATERLOO.
 NK0038'AT WATERLOO, BLACK HAWK COUNTY, AT THE CORNER OF SOUTH AND
 NK0038'FOURTH STREETS, 3.2 FEET FROM THE CORNER OF THE PUBLIC LIBRARY
 NK0038'BUILDING, 48.8 FEET NORTHWEST OF THE NORTHWEST CURB OF FOURTH
 NK0038'STREET, 30.3 FEET NORTHEAST OF THE NORTHEAST CURB OF SOUTH
 NK0038'STREET, AND 5 1/2 FEET NORTHEAST OF A CONCRETE RETAINING WALL.
 NK0038'A STANDARD DISK, STAMPED WATERLOO NO 2 1933 AND SET IN THE TOP
 NK0038'OF A CONCRETE POST.
 NK0038
 NK0038                          STATION RECOVERY (2005)
 NK0038
 NK0038'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 NK0038'THE BUILDING NOW HOUSES A LAW OFFICE.  THE DISK IS FLUSH WITH THE
 NK0038'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0017 ***********************************************************************
 NK0017  DESIGNATION -  WATERLOO APT ARP
 NK0017  PID         -  NK0017
 NK0017  STATE/COUNTY-  IA/BLACK HAWK
 NK0017  USGS QUAD   -  CEDAR FALLS (1980)
 NK0017
 NK0017                         *CURRENT SURVEY CONTROL
 NK0017  ___________________________________________________________________
 NK0017* NAD 83(1986)-  42 33 21.     (N)    092 24 00.     (W)     SCALED    
 NK0017* NAVD 88     -       264.009  (meters)     866.17   (feet)  ADJUSTED  
 NK0017  ___________________________________________________________________
 NK0017  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 NK0017  DYNAMIC HT  -         263.923 (meters)     865.89  (feet)  COMP
 NK0017  MODELED GRAV-     980,288.2   (mgal)                       NAVD 88
 NK0017
 NK0017  VERT ORDER  -  SECOND    CLASS 0
 NK0017
 NK0017.This mark is at Waterloo Municipal Airport (ALO)
 NK0017
 NK0017.The horizontal coordinates were scaled from a topographic map and have
 NK0017.an estimated accuracy of +/- 6 seconds.
 NK0017
 NK0017.The orthometric height was determined by differential leveling
 NK0017.and adjusted by the National Geodetic Survey in June 1991..
 NK0017
 NK0017.The geoid height was determined by GEOID03.
 NK0017
 NK0017.The dynamic height is computed by dividing the NAVD 88
 NK0017.geopotential number by the normal gravity value computed on the
 NK0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0017.degrees latitude (g = 980.6199 gals.).
 NK0017
 NK0017.The modeled gravity was interpolated from observed gravity values.
 NK0017
 NK0017;                    North         East    Units  Estimated Accuracy
 NK0017;SPC IA N     - 1,117,870.    1,590,330.      MT  (+/- 180 meters Scaled)
 NK0017
 NK0017                          SUPERSEDED SURVEY CONTROL
 NK0017
 NK0017  NGVD 29 (??/??/92)  264.027  (m)          866.23   (f) ADJ UNCH    2 0
 NK0017
 NK0017.Superseded values are not recommended for survey control.
 NK0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0017.See file dsdata.txt to determine how the superseded data were derived.
 NK0017
 NK0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH492116(NAD 83)
 NK0017_MARKER: DT = TOPOGRAPHIC STATION DISK
 NK0017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NK0017_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NK0017_STAMPING: ARP 1956
 NK0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0017
 NK0017  HISTORY     - Date     Condition        Report By
 NK0017  HISTORY     - 1956     MONUMENTED       CGS
 NK0017  HISTORY     - 20011101 MARK NOT FOUND   BHCIAE
 NK0017
 NK0017                          STATION DESCRIPTION
 NK0017
 NK0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NK0017'AT WATERLOO MUNICIPAL AIRPORT.
 NK0017'STATION IS ON A TAXIWAY NEAR THE MIDDLE OF A TRIANGLE FORMED BY
 NK0017'THE THREE RUNWAYS.  IT IS MIDWAY BETWEEN THE FIRST LIGHT SOUTH
 NK0017'OF A ROAD LEADING FROM THE TAXIWAY TO THE VOR STATION AND AN
 NK0017'OPPOSITE LIGHT ACROSS THE TAXIWAY.  IT IS ALSO IN THE CENTER
 NK0017'OF THE TAXIWAY.  DISK IS SET IN AN IRON PIPE AND CEMENTED FLUSH
 NK0017'WITH THE TAXIWAY PAVEMENT.
 NK0017
 NK0017                          STATION RECOVERY (2001)
 NK0017
 NK0017'RECOVERY NOTE BY BLACK HAWK COUNTY IOWA ENGINEER 2001 (GAT)
 NK0017'FIELD SEARCH W/ TAXIWAY SURFACE BEING ACC, W/ AIRPORT MGMT. DENOTING
 NK0017'NO OVERLAY WORK FOR 15+ YEARS AT LOCATION.  TWO JOINTS ACROSS ACC
 NK0017'SURF. W/ RECENT CRACK SEAL AT LOCATION OF PREV. REF.'ED TAXIWAY
 NK0017'LIGHTS.  NO EVIDENCE OF PATCHING OR PRIOR RECOVERY.  MGMT. / MAINT.
 NK0017'STATING NO RECORD PRESERVATION.  LOCAL CONSULTANT ENG. FIRM MAY HAVE
 NK0017'PLAN / HISTORY OF PROJECTS ON TAXIWAY, YET NOT PURSUED TO DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0491 ***********************************************************************
 NK0491  DESIGNATION -  WATERLOO J DEERE TRACTOR STK
 NK0491  PID         -  NK0491
 NK0491  STATE/COUNTY-  IA/BLACK HAWK
 NK0491  USGS QUAD   -  WATERLOO NORTH (1972)
 NK0491
 NK0491                         *CURRENT SURVEY CONTROL
 NK0491  ___________________________________________________________________
 NK0491* NAD 83(1996)-  42 30 03.72158(N)    092 21 08.84007(W)     ADJUSTED  
 NK0491* NAVD 88     -                                                        
 NK0491  ___________________________________________________________________
 NK0491  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 NK0491  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 NK0491
 NK0491  HORZ ORDER  -  THIRD
 NK0491
 NK0491.The horizontal coordinates were established by classical geodetic methods
 NK0491.and adjusted by the National Geodetic Survey in May 1999..
 NK0491
 NK0491
 NK0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0491
 NK0491.The geoid height was determined by GEOID03.
 NK0491
 NK0491;                    North         East     Units Scale Factor Converg.
 NK0491;SPC IA N     - 1,111,831.076 1,594,317.811   MT  0.99994958   +0 46 39.9
 NK0491;UTM  15      - 4,705,610.999   553,205.445   MT  0.99963483   +0 26 15.0
 NK0491
 NK0491                          SUPERSEDED SURVEY CONTROL
 NK0491
 NK0491  NAD 83(1996)-  42 30 03.72054(N)    092 21 08.84079(W) AD(       ) 4
 NK0491  NAD 83(1986)-  42 30 03.71438(N)    092 21 08.84133(W) AD(       ) 4
 NK0491  NAD 27      -  42 30 03.76400(N)    092 21 08.18800(W) AD(       ) 3
 NK0491
 NK0491.Superseded values are not recommended for survey control.
 NK0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0491.See file dsdata.txt to determine how the superseded data were derived.
 NK0491
 NK0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5320505611(NAD 83)
 NK0491_MARKER: 63 = STACK
 NK0491
 NK0491  HISTORY     - Date     Condition        Report By
 NK0491  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0491  HISTORY     - 1962     GOOD             CGS
 NK0491  HISTORY     - 1978     GOOD             NGS
 NK0491
 NK0491                          STATION DESCRIPTION
 NK0491
 NK0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0491'STATION IS THE CENTER OF THE TALL CONCRETE STACK AT THE JOHN
 NK0491'DEERE TRACTOR COMPANY FACTORY.  THE FACTORY IS ON THE SW SIDE OF
 NK0491'THE CEDAR RIVER JUST SE OF THE MOUTH OF BLACK HAWK CREEK,
 NK0491'AND IS AT THE NW END OF COMMERCIAL AVENUE, WHERE IT BECOMES
 NK0491'WESTFIELD AVENUE.  THE STACK IS IN THE NORTHERN PART OF THE
 NK0491'FACTORY GROUNDS AND IS NEAR A TALL BLACK WATER TANK AT THE
 NK0491'PLANT.
 NK0491'
 NK0491'THE STACK IS ABOUT 110 FEET HIGH AND IS QUITE PROMINENT.  IT IS
 NK0491'LETTERED JOHN DEERE ON THE S SIDE.
 NK0491
 NK0491                          STATION RECOVERY (1962)
 NK0491
 NK0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WPY)
 NK0491'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NK0491
 NK0491                          STATION RECOVERY (1978)
 NK0491
 NK0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (ARB)
 NK0491'STATION RECOVERED AS DESCRIBED.
 NK0491'
 NK0491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN WATERLOO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0493 ***********************************************************************
 NK0493  DESIGNATION -  WATERLOO J DEERE TRACTOR TK
 NK0493  PID         -  NK0493
 NK0493  STATE/COUNTY-  IA/BLACK HAWK
 NK0493  USGS QUAD   -  WATERLOO NORTH (1972)
 NK0493
 NK0493                         *CURRENT SURVEY CONTROL
 NK0493  ___________________________________________________________________
 NK0493* NAD 83(1996)-  42 30 03.12561(N)    092 21 07.74796(W)     ADJUSTED  
 NK0493* NAVD 88     -                                                        
 NK0493  ___________________________________________________________________
 NK0493  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 NK0493  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 NK0493
 NK0493  HORZ ORDER  -  THIRD
 NK0493
 NK0493.The horizontal coordinates were established by classical geodetic methods
 NK0493.and adjusted by the National Geodetic Survey in May 1999..
 NK0493
 NK0493
 NK0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0493
 NK0493.The geoid height was determined by GEOID03.
 NK0493
 NK0493;                    North         East     Units Scale Factor Converg.
 NK0493;SPC IA N     - 1,111,813.028 1,594,342.993   MT  0.99994958   +0 46 40.6
 NK0493;UTM  15      - 4,705,592.807   553,230.512   MT  0.99963486   +0 26 15.7
 NK0493
 NK0493                          SUPERSEDED SURVEY CONTROL
 NK0493
 NK0493  NAD 83(1996)-  42 30 03.12456(N)    092 21 07.74868(W) AD(       ) 4
 NK0493  NAD 83(1986)-  42 30 03.11842(N)    092 21 07.74918(W) AD(       ) 4
 NK0493  NAD 27      -  42 30 03.17000(N)    092 21 07.10000(W) AD(       ) 3
 NK0493
 NK0493.Superseded values are not recommended for survey control.
 NK0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0493.See file dsdata.txt to determine how the superseded data were derived.
 NK0493
 NK0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5323105593(NAD 83)
 NK0493_MARKER: 53 = ELEVATED TANK
 NK0493
 NK0493  HISTORY     - Date     Condition        Report By
 NK0493  HISTORY     - 1934     FIRST OBSERVED   CGS
 NK0493  HISTORY     - 1962     GOOD             CGS
 NK0493  HISTORY     - 1967     GOOD             CGS
 NK0493  HISTORY     - 1978     GOOD             NGS
 NK0493
 NK0493                          STATION DESCRIPTION
 NK0493
 NK0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0493'STATION IS THE CENTER OF THE TALL STEEL WATER TANK AT THE
 NK0493'JOHN DEERE TRACTOR COMPANY FACTORY.  IT IS A TALL BLACK TANK WITH
 NK0493'A BALL ON TOP.  IT IS LETTERED JOHN DEERE TRACTORS IN A TRADE
 NK0493'MARK PATTERN ON THE SE SIDE.  THE TANK IS ABOUT 80 FEET HIGH
 NK0493'AND IS NOT VERY PROMINENT.
 NK0493'
 NK0493'THE FACTORY IS ON THE SW SIDE OF CEDAR RIVER JUST SE OF THE
 NK0493'MOUTH OF BLACK HAWK CREEK, AND IT IS AT THE NW END OF COMMERCIAL
 NK0493'AVENUE WHERE IT BECOMES WESTFIELD AVENUE.  THE TANK IS IN THE
 NK0493'NORTHERN PART OF THE FACTORY GROUNDS AND IS NEAR A TALL
 NK0493'CONCRETE STACK.
 NK0493
 NK0493                          STATION RECOVERY (1962)
 NK0493
 NK0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WPY)
 NK0493'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NK0493
 NK0493                          STATION RECOVERY (1967)
 NK0493
 NK0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DLW)
 NK0493'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NK0493'
 NK0493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WATERLOO
 NK0493
 NK0493                          STATION RECOVERY (1978)
 NK0493
 NK0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (ARB)
 NK0493'STATION RECOVERED AS DESCRIBED.
 NK0493'
 NK0493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN WATERLOO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0570 ***********************************************************************
 NK0570  DESIGNATION -  WATERLOO RESET
 NK0570  PID         -  NK0570
 NK0570  STATE/COUNTY-  IA/BLACK HAWK
 NK0570  USGS QUAD   -  WATERLOO SOUTH (1972)
 NK0570
 NK0570                         *CURRENT SURVEY CONTROL
 NK0570  ___________________________________________________________________
 NK0570* NAD 83(1996)-  42 28 23.05578(N)    092 21 25.78342(W)     ADJUSTED  
 NK0570* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 NK0570  ___________________________________________________________________
 NK0570  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 NK0570  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 NK0570
 NK0570  HORZ ORDER  -  FIRST
 NK0570
 NK0570.The horizontal coordinates were established by classical geodetic methods
 NK0570.and adjusted by the National Geodetic Survey in May 1999..
 NK0570
 NK0570.The orthometric height was scaled from a topographic map.
 NK0570
 NK0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0570
 NK0570.The geoid height was determined by GEOID03.
 NK0570
 NK0570;                    North         East     Units Scale Factor Converg.
 NK0570;SPC IA N     - 1,108,720.098 1,593,972.991   MT  0.99995111   +0 46 28.4
 NK0570;UTM  15      - 4,702,503.105   552,842.266   MT  0.99963435   +0 26 02.7
 NK0570
 NK0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0570!SPC IA N     -   0.99995942  x   0.99995111  =   0.99991053
 NK0570!UTM  15      -   0.99995942  x   0.99963435  =   0.99959379
 NK0570
 NK0570:                Primary Azimuth Mark                     Grid Az
 NK0570:SPC IA N     -  WATERLOO AZ MK                           001 05 52.4
 NK0570:UTM  15      -  WATERLOO AZ MK                           001 26 18.1
 NK0570
 NK0570|---------------------------------------------------------------------|
 NK0570| PID    Reference Object                     Distance      Geod. Az  |
 NK0570|                                                           dddmmss.s |
 NK0570| CI7325 WATERLOO AZ MK                                     0015220.8 |
 NK0570| NK0491 WATERLOO J DEERE TRACTOR STK        APPROX. 3.1 KM 0070557.8 |
 NK0570| NK0493 WATERLOO J DEERE TRACTOR TK         APPROX. 3.1 KM 0073546.8 |
 NK0570| NK0492 WATERLOO IOWA PUB SERV SW STK       APPROX. 3.6 KM 0180613.2 |
 NK0570| NK0490 WATERLOO IOWA PUB SERV NE STK       APPROX. 3.6 KM 0181406.3 |
 NK0570| CI7326 WATERLOO RM 1                        47.012 METERS 02357     |
 NK0570| NK0494 WATERLOO ILL CENTRAL RR CO STK      APPROX. 4.2 KM 0293013.5 |
 NK0570| NK0572 WATERLOO RATH PACKING CO STACK      APPROX. 3.4 KM 0541228.6 |
 NK0570| NK0571 WATERLOO RATH PACKING CO TANK       APPROX. 3.6 KM 0563308.5 |
 NK0570| CI7328 WATERLOO RM 3                        23.665 METERS 12142     |
 NK0570| CI7327 WATERLOO RM 2                        26.036 METERS 12958     |
 NK0570| NK0498 CEDAR FALLS ST TEACH COLL STK       APPROX. 9.7 KM 2974754.9 |
 NK0570| NK0499 CEDAR FALLS ST TEACH COLL TWR       APPROX. 9.7 KM 2984315.1 |
 NK0570| NK0497 CEDAR FALLS MUN POWER PLT STK       APPROX. 9.1 KM 3113508.1 |
 NK0570| NK0487 DENVER                              APPROX.21.6 KM 3595813.1 |
 NK0570|---------------------------------------------------------------------|
 NK0570
 NK0570                          SUPERSEDED SURVEY CONTROL
 NK0570
 NK0570  NAD 83(1996)-  42 28 23.05469(N)    092 21 25.78422(W) AD(       ) 1
 NK0570  NAD 83(1986)-  42 28 23.04861(N)    092 21 25.78446(W) AD(       ) 1
 NK0570  NAD 27      -  42 28 23.09600(N)    092 21 25.13100(W) AD(       ) 1
 NK0570
 NK0570.Superseded values are not recommended for survey control.
 NK0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0570.See file dsdata.txt to determine how the superseded data were derived.
 NK0570
 NK0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5284202503(NAD 83)
 NK0570_MARKER: DS = TRIANGULATION STATION DISK
 NK0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0570_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NK0570+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 NK0570
 NK0570  HISTORY     - Date     Condition        Report By
 NK0570  HISTORY     - 1934     MONUMENTED       CGS
 NK0570  HISTORY     - 1956     GOOD             CGS
 NK0570  HISTORY     - 1961     SEE DESCRIPTION  USGS
 NK0570  HISTORY     - 1967     GOOD             CGS
 NK0570  HISTORY     - 1970     GOOD             NGS
 NK0570  HISTORY     - 20051026 GOOD             GEOCAC
 NK0570
 NK0570                          STATION DESCRIPTION
 NK0570
 NK0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0570'STATION IS IN THE SW EDGE OF THE CITY OF WATERLOO, IN THE SE
 NK0570'CORNER OF THE OLD WATERLOO CEMETERY, 39 FEET W OF CENTER LINE
 NK0570'OF KIMBALL AVENUE, 21 FEET NNW OF A CONCRETE CORNER POST, 89
 NK0570'FEET SE OF THE TOMB STONE OF HAWYER HALL.  MARK IS FLUSH WITH THE
 NK0570'TOP OF THE GROUND.
 NK0570'
 NK0570'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0570'BRONZE DISKS SET IN CONCRETE.
 NK0570'
 NK0570'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 26 FEET E OF
 NK0570'CENTER LINE OF KIMBALL AVENUE, 1 FOOT N OF N EDGE OF A CONCRETE
 NK0570'DRIVE AND 34 FEET WNW OF THE NW CORNER OF HOUSE (NO. 1917 KIMBALL
 NK0570'AVENUE).  THE MARK IS FLUSH WITH THE TOP OF THE GROUND.
 NK0570'
 NK0570'REFERENCE MARK NO. 2 IS SE OF THE STATION, 26 FEET E OF THE CENTER
 NK0570'LINE OF KIMBALL AVENUE, 38 FEET SSW OF A 24-INCH MAPLE TREE.
 NK0570'THE MARK PROJECTS 5 INCHES.
 NK0570'
 NK0570'AZIMUTH MARK IS 0.2 MILE N OF THE STATION, 22 FEET E OF CENTER
 NK0570'LINE OF KIMBALL AVENUE, 37 FEET S OF THE CENTER LINE OF MITCHELL
 NK0570'AVENUE, 6 FEET S OF THE CENTER LINE OF A ROW OF SYCAMORE TREES
 NK0570'ON THE ADJOINING PROPERTY AND 1 FOOT W OF THE CENTER LINE OF POWER
 NK0570'POLES ALONG E SIDE OF KIMBALL AVENUE.  THE MARK PROJECTS 6
 NK0570'INCHES.
 NK0570'
 NK0570'TO REACH FROM THE CORNER OF COMMERCIAL AND W FOURTH STREETS
 NK0570'(IN DOWNTOWN WATERLOO), GO S AND SW 1.2 MILES ON W FOURTH STREET
 NK0570'(STATE HIGHWAY 59) TO KIMBALL AVENUE, THEN S ON KIMBALL AVENUE
 NK0570'0.75 MILE TO THE STATION.
 NK0570'
 NK0570'ALL LIGHTS CAME INTO VIEW AT 65 FEET.
 NK0570
 NK0570                          STATION RECOVERY (1956)
 NK0570
 NK0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 NK0570'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 NK0570'CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 NK0570'SEARCHED FOR BUT NOT RECOVERED.
 NK0570
 NK0570                          STATION RECOVERY (1961)
 NK0570
 NK0570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NK0570'THE SURFACE MARK WAS FOUND LAYING ON ITS SIDE.  THE UNDERGROUND
 NK0570'MARK WAS RECOVERED AND A WILD T-1 THEODOLITE WAS SET UP OVER THE
 NK0570'MARK USING THE OPTICAL PLUMB.  THE SURFACE MARK WAS THEN PLACED
 NK0570'OVER THE UNDERGROUND MARK (WITH THE INSTRUMENT STILL OVER THE
 NK0570'MARK) AND RESET EXACTLY IN POSITION.
 NK0570'
 NK0570'THE AZIMUTH MARK WAS NOT FOUND.  REFERENCE MARK 2 WAS NOT FOUND.
 NK0570
 NK0570                          STATION RECOVERY (1967)
 NK0570
 NK0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NK0570'STATION RECOVERED AND STATION AND REFERENCE MARK NO. 1 WERE
 NK0570'FOUND IN GOOD CONDITION.  R.M. NO. 2 AND THE AZIMUTH MARK WERE
 NK0570'NOT RECOVERED AND WERE PRESUMED DESTROYED.  ONE NEW REFERENCE
 NK0570'MARK WAS ESTABLISHED BUT AN AZIMUTH MARK WAS NOT ESTABLISHED
 NK0570'AT THIS TIME AS NO OBJECTS WERE VISIBLE FROM THE GROUND.
 NK0570'
 NK0570'TO REACH FROM WATERLOO, FROM THE JUNCTION OF U.S. HIGHWAYS 63
 NK0570'AND 218 AT THE INTERSECTION OF WASHINGTON AND WEST 4TH STREETS,
 NK0570'GO SOUTHWEST ON U.S. 63 AND WEST 4TH STREET FOR 0.95 MILE TO
 NK0570'THE INTERSECTION OF SIX STREETS, BEAR LEFT AND GO SOUTH ON
 NK0570'KIMBALL AVENUE FOR 0.75 MILE TO THE SOUTHEAST CORNER OF A
 NK0570'CEMETERY AND THE STATION ON THE RIGHT.
 NK0570'
 NK0570'THE STATION IS ABOUT 150 FEET NORTHEAST OF A LARGE WATER TANK,
 NK0570'38.5 FEET WEST OF THE CENTERLINE OF KIMBALL AVE., 21.5 FEET
 NK0570'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE STEEL FENCE
 NK0570'AROUND THE WATER TANK, 19 FEET NORTH-NORTHEAST OF THE CORNER
 NK0570'POST AT THE SOUTHEAST CORNER OF THE CEMETERY, 20.3 FEET
 NK0570'NORTHWEST OF THE NORTHWEST CORNER OF AN OLD CONCRETE CORNER POST
 NK0570'AND 6.2 FEET EAST OF THE CEMETERY FENCE.  THE MARK PROJECTS
 NK0570'1 INCH AND THE DISK IS STAMPED WATERLOO 1934.
 NK0570'
 NK0570'R.M. NO. 1 IS 26 FEET EAST OF THE CENTERLINE OF KIMBALL AVE.,
 NK0570'38 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AT
 NK0570'1817 KIMBALL AVE. AND 1.5 FEET NORTH OF THE NORTH EDGE OF A
 NK0570'DRIVEWAY.  THE MARK IS 1 INCH BELOW THE SURFACE OF THE GROUND
 NK0570'AND THE DISK IS STAMPED WATERLOO NO 1 1934.
 NK0570'
 NK0570'R.M. NO. 3 IS IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 NK0570'KIMBALL AVE. AND EASTON AVE., 27 FEET EAST OF THE CENTERLINE
 NK0570'OF KIMBALL AVE. AND 17.2 FEET SOUTH OF THE CENTERLINE OF EASTON
 NK0570'AVE.  THE MARK IS SET IN A DRILL HOLE IN THE TOP OF A
 NK0570'CONCRETE CURB.  THE MARK IS FLUSH WITH THE TOP OF THE CURB
 NK0570'AND THE DISK IS STAMPED WATERLOO 1934 NO 3 1967.
 NK0570'
 NK0570'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WATERLOO
 NK0570
 NK0570                          STATION RECOVERY (1970)
 NK0570
 NK0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NK0570'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 3
 NK0570'WERE RECOVERED AS DESCRIBED IN THE 1967 DESCRIPTION AND ALL MARKS
 NK0570'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 NK0570'FOR RECOVERY.  NO OBJECTS WERE VISIBLE AT THE STATION SITE SO A
 NK0570'NEW AZIMUTH MARK WAS NOT SET.
 NK0570'
 NK0570'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WATERLOO
 NK0570
 NK0570                          STATION RECOVERY (2005)
 NK0570
 NK0570'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 NK0570'THE 1967 DESCRIPTION IS ADEQUATE FOR RECOVERY.  REFERENCE MARK 1 IS IN
 NK0570'THE CENTER OF A SIDEWALK AND PROJECTS SLIGHTLY ABOVE THE SURFACE.
 NK0570'REFERENCE MARK 3 NOT FOUND DUE TO CURB REPLACEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0856 ***********************************************************************
 ON0856  DESIGNATION -  WATERLOO RIDGE LUTH CH
 ON0856  PID         -  ON0856
 ON0856  STATE/COUNTY-  IA/ALLAMAKEE
 ON0856  USGS QUAD   -  DORCHESTER (1971)
 ON0856
 ON0856                         *CURRENT SURVEY CONTROL
 ON0856  ___________________________________________________________________
 ON0856* NAD 83(1996)-  43 29 08.27520(N)    091 36 02.15583(W)     ADJUSTED  
 ON0856* NAVD 88     -                                                        
 ON0856  ___________________________________________________________________
 ON0856  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 ON0856  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 ON0856
 ON0856  HORZ ORDER  -  THIRD
 ON0856
 ON0856.The horizontal coordinates were established by classical geodetic methods
 ON0856.and adjusted by the National Geodetic Survey in May 1999..
 ON0856
 ON0856
 ON0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0856
 ON0856.The geoid height was determined by GEOID03.
 ON0856
 ON0856;                    North         East     Units Scale Factor Converg.
 ON0856;SPC IA N     - 1,222,295.783 1,653,648.029   MT  1.00004737   +1 17 14.3
 ON0856;SPC MN S     -   156,810.076   994,088.829   MT  1.00007778   +1 40 54.5
 ON0856;UTM  15      - 4,815,696.807   613,161.084   MT  0.99975751   +0 57 47.3
 ON0856
 ON0856                          SUPERSEDED SURVEY CONTROL
 ON0856
 ON0856  NAD 83(1996)-  43 29 08.27520(N)    091 36 02.15583(W) AD(       ) 4
 ON0856  NAD 83(1986)-  43 29 08.26844(N)    091 36 02.15599(W) AD(       ) 4
 ON0856  NAD 27      -  43 29 08.37200(N)    091 36 01.64000(W) AD(       ) 3
 ON0856
 ON0856.Superseded values are not recommended for survey control.
 ON0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0856.See file dsdata.txt to determine how the superseded data were derived.
 ON0856
 ON0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1316115697(NAD 83)
 ON0856_MARKER: 90 = CHURCH SPIRE
 ON0856
 ON0856  HISTORY     - Date     Condition        Report By
 ON0856  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0856
 ON0856                          STATION DESCRIPTION
 ON0856
 ON0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0856'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE LOCATED ABOUT
 ON0856'5-1/2 MILES SOUTH SOUTHEAST OF SPRING GROVE, ABOUT 1 MILE SOUTH
 ON0856'OF THE IOWA-MINNESOTA STATE LINE.  THE SPIRE IS COVERED WITH
 ON0856'RED SHINGLES AND HAS A CROSS AT ITS TOP.  THE OVERALL HEIGHT
 ON0856'IS ABOUT 90 FEET.
 ON0856'
 ON0856'TO REACH FROM THE POST OFFICE IN SPRING GROVE, GO SOUTH AND
 ON0856'SOUTHEAST ON A PAVED ROAD FOR 2.6 MILES TO A SIDE ROAD LEFT.
 ON0856'CONTINUE SOUTH ON THE PAVED ROAD FOR 2.1 MILES TO THE
 ON0856'MINNESOTA-IOWA STATE LINE.  CONTINUE SOUTH AND SOUTHEAST ON A
 ON0856'GRAVELED ROAD FOR 1.0 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0670 ***********************************************************************
 NL0670  DESIGNATION -  WAUGH
 NL0670  PID         -  NL0670
 NL0670  STATE/COUNTY-  IA/WOODBURY
 NL0670  USGS QUAD   -  CORRECTIONVILLE NW (1969)
 NL0670
 NL0670                         *CURRENT SURVEY CONTROL
 NL0670  ___________________________________________________________________
 NL0670* NAD 83(1996)-  42 26 17.55128(N)    095 58 16.43657(W)     ADJUSTED  
 NL0670* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 NL0670  ___________________________________________________________________
 NL0670  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 NL0670  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 NL0670
 NL0670  HORZ ORDER  -  SECOND
 NL0670
 NL0670.The horizontal coordinates were established by classical geodetic methods
 NL0670.and adjusted by the National Geodetic Survey in May 1999..
 NL0670
 NL0670.The orthometric height was scaled from a topographic map.
 NL0670
 NL0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0670
 NL0670.The geoid height was determined by GEOID03.
 NL0670
 NL0670;                    North         East     Units Scale Factor Converg.
 NL0670;SPC IA N     - 1,107,184.052 1,296,705.692   MT  0.99995335   -1 40 29.5
 NL0670;UTM  15      - 4,702,709.838   255,615.131   MT  1.00033489   -2 00 21.5
 NL0670;UTM  14      - 4,702,877.208   749,117.557   MT  1.00036363   +2 02 41.4
 NL0670
 NL0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0670!SPC IA N     -   0.99993488  x   0.99995335  =   0.99988824
 NL0670!UTM  15      -   0.99993488  x   1.00033489  =   1.00026975
 NL0670!UTM  14      -   0.99993488  x   1.00036363  =   1.00029849
 NL0670
 NL0670|---------------------------------------------------------------------|
 NL0670| PID    Reference Object                     Distance      Geod. Az  |
 NL0670|                                                           dddmmss.s |
 NL0670| CO4811 WAUGH RM 1                           13.354 METERS 14859     |
 NL0670| CO4810 WAUGH AZ MK                                        1755711.1 |
 NL0670| CO4812 WAUGH RM 2                           26.158 METERS 23457     |
 NL0670|---------------------------------------------------------------------|
 NL0670
 NL0670                          SUPERSEDED SURVEY CONTROL
 NL0670
 NL0670  NAD 83(1996)-  42 26 17.55140(N)    095 58 16.43663(W) AD(       ) 2
 NL0670  NAD 83(1996)-  42 26 17.55124(N)    095 58 16.43611(W) AD(       ) 2
 NL0670  NAD 83(1986)-  42 26 17.55238(N)    095 58 16.43519(W) AD(       ) 2
 NL0670  NAD 27      -  42 26 17.58100(N)    095 58 15.37900(W) AD(       ) 2
 NL0670
 NL0670.Superseded values are not recommended for survey control.
 NL0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0670.See file dsdata.txt to determine how the superseded data were derived.
 NL0670
 NL0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH5561502710(NAD 83)
 NL0670_MARKER: DS = TRIANGULATION STATION DISK
 NL0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0670
 NL0670  HISTORY     - Date     Condition        Report By
 NL0670  HISTORY     - 1950     MONUMENTED       CGS
 NL0670
 NL0670                          STATION DESCRIPTION
 NL0670
 NL0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0670'THE STATION IS LOCATED ABOUT 6-1/4 MILES SOUTHEAST OF THE TOWN
 NL0670'OF MOVILLE, NEAR THE SOUTHEAST CORNER OF MR. B.H. WAUGHS YARD.
 NL0670'IT IS 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 NL0670'57 FEET WEST OF THE CENTERLINE OF A NORTH AND SOUTH ROAD, 23
 NL0670'FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY AND 9 FEET SOUTH
 NL0670'OF THE WHITE PICKETT YARD FENCE.  THE MARK IS FLUSH WITH THE
 NL0670'SURFACE OF THE GROUND AND THE DISK IS STAMPED WAUGH 1950.
 NL0670'
 NL0670'REFERENCE MARK NO. 1 IS 34 FEET WEST OF THE CENTERLINE OF A
 NL0670'NORTH AND SOUTH ROAD, 14 FEET SOUTH OF THE CENTERLINE OF THE
 NL0670'DRIVEWAY, 3 FEET EAST OF A FENCE CORNER AND 2 FEET EAST OF A
 NL0670'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 NL0670'STAMPED WAUGH NO 1 1950.
 NL0670'
 NL0670'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE CENTERLINE OF THE
 NL0670'DRIVEWAY, 13 FEET SOUTH OF THE NORTHWEST CORNER OF A GARDEN
 NL0670'AND 1 FOOT EAST OF THE WEST FENCE OF GARDEN.  THE MARK PROJECTS
 NL0670'2 INCHES AND THE DISK IS STAMPED WAUGH NO 2 1950.
 NL0670'
 NL0670'AZIMUTH MARK IS 36 FEET NORTH OF AN EAST AND WEST ROAD, 2 FEET
 NL0670'EAST-NORTHEAST OF A WITNESS POST AND 1 FOOT NORTH OF THE
 NL0670'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 NL0670'STAMPED WAUGH 1950.
 NL0670'
 NL0670'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE
 NL0670'HIGHWAY 140 AT THE SOUTHWEST EDGE OF MOVILLE, GO EAST ON
 NL0670'HIGHWAY 20 FOR 6.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 NL0670'(SOUTH) ON A GRAVELED ROAD 2.2 MILES TO A T-INTERSECTION, TURN
 NL0670'RIGHT (WEST) 0.5 MILE TO A SIDE ROAD LEFT, TURN LEFT (SOUTH)
 NL0670'0.4 MILE TO MR. B.H. WAUGHS HOME ON THE RIGHT AND THE STATION.
 NL0670'
 NL0670'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.6 MILE
 NL0670'TO CROSSROADS, TURN LEFT (EAST) 0.05 MILE TO THE MARK ON THE
 NL0670'LEFT OR NORTH SIDE OF THE ROAD.
 NL0670'
 NL0670'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0850 ***********************************************************************
 ON0850  DESIGNATION -  WAUKON
 ON0850  PID         -  ON0850
 ON0850  STATE/COUNTY-  IA/ALLAMAKEE
 ON0850  USGS QUAD   -  WAUKON (1968)
 ON0850
 ON0850                         *CURRENT SURVEY CONTROL
 ON0850  ___________________________________________________________________
 ON0850* NAD 83(1996)-  43 16 38.48912(N)    091 28 30.10190(W)     ADJUSTED  
 ON0850* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 ON0850  ___________________________________________________________________
 ON0850  LAPLACE CORR-          -7.68  (seconds)                    DEFLEC99
 ON0850  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 ON0850
 ON0850  HORZ ORDER  -  SECOND
 ON0850
 ON0850.The horizontal coordinates were established by classical geodetic methods
 ON0850.and adjusted by the National Geodetic Survey in May 1999..
 ON0850
 ON0850.The orthometric height was scaled from a topographic map.
 ON0850
 ON0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0850
 ON0850.The geoid height was determined by GEOID03.
 ON0850
 ON0850;                    North         East     Units Scale Factor Converg.
 ON0850;SPC IA N     - 1,199,398.373 1,664,358.127   MT  1.00000197   +1 22 20.7
 ON0850;UTM  15      - 4,792,744.688   623,738.289   MT  0.99978835   +1 02 44.0
 ON0850
 ON0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0850!SPC IA N     -   0.99994334  x   1.00000197  =   0.99994531
 ON0850!UTM  15      -   0.99994334  x   0.99978835  =   0.99973170
 ON0850
 ON0850:                Primary Azimuth Mark                     Grid Az
 ON0850:SPC IA N     -  WAUKON AZ MK                             018 14 15.0
 ON0850:UTM  15      -  WAUKON AZ MK                             018 33 51.7
 ON0850
 ON0850|---------------------------------------------------------------------|
 ON0850| PID    Reference Object                     Distance      Geod. Az  |
 ON0850|                                                           dddmmss.s |
 ON0850| CI7329 WAUKON AZ MK                                       0193635.7 |
 ON0850| ON0852 ALLAMAKEE CO HOME WATER TANK        APPROX. 4.5 KM 0215526.1 |
 ON0850| ON0853 LYCURGUS ST MARYS CHURCH SPIRE      APPROX. 7.3 KM 0340651.0 |
 ON0850| ON0851 WAUKON MUNICIPAL STANDPIPE           26.140 METERS 10049     |
 ON0850| ON0849 WAUKON ST PATRICKS CATH CH TWR      APPROX. 1.1 KM 1975116.2 |
 ON0850| CI7332 WAUKON RM 3                          19.264 METERS 24121     |
 ON0850| ON0873 FRANKVILLE                          APPROX.12.4 KM 2464605.8 |
 ON0850| CI7330 WAUKON RM 1                          23.285 METERS 24808     |
 ON0850| ON0860 WEST RIDGE CATH CH BELFRY           APPROX.10.2 KM 2925447.9 |
 ON0850| CI7331 WAUKON RM 2                          24.738 METERS 34239     |
 ON0850|---------------------------------------------------------------------|
 ON0850
 ON0850                          SUPERSEDED SURVEY CONTROL
 ON0850
 ON0850  NAD 83(1996)-  43 16 38.48911(N)    091 28 30.10187(W) AD(       ) 2
 ON0850  NAD 83(1986)-  43 16 38.48149(N)    091 28 30.10220(W) AD(       ) 2
 ON0850  NAD 27      -  43 16 38.56820(N)    091 28 29.60190(W) AD(       ) 2
 ON0850
 ON0850.Superseded values are not recommended for survey control.
 ON0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0850.See file dsdata.txt to determine how the superseded data were derived.
 ON0850
 ON0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2373892745(NAD 83)
 ON0850_MARKER: DS = TRIANGULATION STATION DISK
 ON0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0850_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0850
 ON0850  HISTORY     - Date     Condition        Report By
 ON0850  HISTORY     - 1961     MONUMENTED       CGS
 ON0850  HISTORY     - 1978     SEE DESCRIPTION  IAHD
 ON0850  HISTORY     - 1978     GOOD             NGS
 ON0850
 ON0850                          STATION DESCRIPTION
 ON0850
 ON0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0850'THE STATION IS LOCATED IN THE WEST EDGE OF THE ALLAMAKEE COUNTY
 ON0850'FAIR GROUNDS AT THE NORTH EDGE OF WAUKON, IN THE NE 1/4 OF
 ON0850'SEC. 30, T-98-N, R-5-W, AND 86 FEET WEST OF THE CENTER OF THE
 ON0850'WAUKON MUNICIPAL STANDPIPE.  IT IS 118 FEET SOUTHEAST OF THE
 ON0850'NORTHWEST ENTRANCE TO THE FAIR GROUNDS, 101 FEET SOUTHWEST OF
 ON0850'THE SOUTHWEST CORNER OF GRANDSTAND, AND 82 FEET SOUTH OF A
 ON0850'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON0850'WAUKON 1961.
 ON0850'
 ON0850'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 ON0850'ON STATE HIGHWAY 9 FOR 1.8 MILES TO THE AZIMUTH MARK ON THE
 ON0850'RIGHT.
 ON0850'
 ON0850'REFERENCE MARK 1 IS 28 FEET NORTHEAST OF THE NORTHEAST CORNER
 ON0850'OF A PUMP HOUSE, 12 FEET EAST OF THE CENTERLINE OF A PAVED ROAD
 ON0850'AND 1 FOOT EAST OF A POWER POLE.  THE MONUMENT PROJECTS 1 INCH
 ON0850'AND THE DISK IS STAMPED WAUKON NO 1 1961.
 ON0850'
 ON0850'REFERENCE MARK 2 IS 76 FEET NORTHEAST OF THE ENTRANCE, 2 FEET
 ON0850'EAST OF THE WITNESS POST AND 1 FOOT SOUTH OF A BOARD FENCE.
 ON0850'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED WAUKON NO 2 1961.
 ON0850'
 ON0850'THE AZIMUTH MARK IS 46 FEET EAST OF THE CENTERLINE OF THE
 ON0850'HIGHWAY, 2 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF
 ON0850'A FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 ON0850'WAUKON 1961.
 ON0850'
 ON0850'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ON0850
 ON0850                          STATION RECOVERY (1978)
 ON0850
 ON0850'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1978 (JEM)
 ON0850'AZIMUTH MARK WAUKON 1961 GOOD -
 ON0850'
 ON0850'REF. 1 DAMAGED NO CAP.  NO WITNESS POST.
 ON0850'
 ON0850'REF 2 COULD NOT LOCATE, TIES MOVED - NO WIT. POST
 ON0850'
 ON0850'DUE TO CONSTRUCTION ON HIGHWAY 9 MARK WILL BE IN AREA TO BE
 ON0850'GRADED.  PROJ. F-9-9(14) 20-03 MARK IS 46 FT FROM CENTERLINE
 ON0850'EAST AT OLD CENTERLINE - PROJECT LET 4/15/78.
 ON0850
 ON0850                          STATION RECOVERY (1978)
 ON0850
 ON0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 ON0850'SURFACE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 ON0850'CONDITION.  THE POST FOR REFERENCE MARK 1 WAS FOUND WITH THE UPPER
 ON0850'PORTION MISSING.  THE AZIMUTH MARK HAS BEEN DESTROYED BY ROAD
 ON0850'CONSTRUCTION.  THERE WAS NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK
 ON0850'DUE TO VISIBILITY BEING LIMITED BY BUILDINGS, STADIUM SEATS AND A 10
 ON0850'FOOT TALL WOODEN FENCE.  A REFERENCE MARK 3 WAS ESTABLISHED.  THE
 ON0850'DISTANCE TO REFERENCE MARK 2 WAS 0.004 METER SHORTER THAN BEFORE.  A
 ON0850'NEW DESCRIPTION FOLLOWS.
 ON0850'
 ON0850'THE STATION IS IN WAUKON, AT THE NORTHWEST CORNER OF THE ALLAMAKEE
 ON0850'COUNTY FAIR GROUNDS, JUST EAST OF THE WAUKON CITY WATER DEPARTMENT
 ON0850'PUMP HOUSE, IN A PAVED PARKING AREA AND IN THE NE 1/4, SEC 20, T98N,
 ON0850'R5W.
 ON0850'
 ON0850'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---WAUKON 1961---SET
 ON0850'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS 2 INCHES BELOW
 ON0850'THE ASPHALT PARKING SURFACE.  IT IS 106.5 FEET EAST OF THE NORTHEAST
 ON0850'CORNER OF THE CITY WATER DEPARTMENT PUMP HOUSE, 104.5 FEET
 ON0850'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE GRANDSTAND, 62.6 FEET
 ON0850'EAST OF THE POWERLINE POLE AT REFERENCE MARK 3 AND 37.0 FEET
 ON0850'NORTH-NORTHEAST OF A POWERLINE POLE.  UNDERGROUND MARK WAS NOT
 ON0850'INSPECTED.
 ON0850'
 ON0850'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---WAUKON NO 2 1961---
 ON0850'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS 4 INCHES
 ON0850'BELOW THE GROUND SURFACE.  IT IS 76 FEET EAST OF THE NORTH ENTRANCE
 ON0850'TO THE FAIR GROUNDS, 2.5 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH
 ON0850'OF A WOODEN FENCE.
 ON0850'
 ON0850'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---WAUKON 1961 NO 3
 ON0850'1978---SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT PROJECTS
 ON0850'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 43.0 FEET EAST-SOUTHEAST OF
 ON0850'THE NORTHEAST CORNER OF THE PUMPHOUSE AND 2.1 FEET SOUTHEAST OF A
 ON0850'POWERLINE POLE WITH THREE TRANSFORMERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0851 ***********************************************************************
 ON0851  DESIGNATION -  WAUKON MUNICIPAL STANDPIPE
 ON0851  PID         -  ON0851
 ON0851  STATE/COUNTY-  IA/ALLAMAKEE
 ON0851  USGS QUAD   -  WAUKON (1968)
 ON0851
 ON0851                         *CURRENT SURVEY CONTROL
 ON0851  ___________________________________________________________________
 ON0851* NAD 83(1996)-  43 16 38.33004(N)    091 28 28.96325(W)     ADJUSTED  
 ON0851* NAVD 88     -                                                        
 ON0851  ___________________________________________________________________
 ON0851  LAPLACE CORR-          -7.69  (seconds)                    DEFLEC99
 ON0851  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 ON0851
 ON0851  HORZ ORDER  -  THIRD
 ON0851
 ON0851.The horizontal coordinates were established by classical geodetic methods
 ON0851.and adjusted by the National Geodetic Survey in May 1999..
 ON0851
 ON0851
 ON0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0851
 ON0851.The geoid height was determined by GEOID03.
 ON0851
 ON0851;                    North         East     Units Scale Factor Converg.
 ON0851;SPC IA N     - 1,199,394.080 1,664,383.912   MT  1.00000196   +1 22 21.5
 ON0851;UTM  15      - 4,792,740.249   623,764.043   MT  0.99978842   +1 02 44.7
 ON0851
 ON0851                          SUPERSEDED SURVEY CONTROL
 ON0851
 ON0851  NAD 83(1996)-  43 16 38.33003(N)    091 28 28.96323(W) AD(       ) 4
 ON0851  NAD 83(1986)-  43 16 38.32176(N)    091 28 28.96372(W) AD(       ) 4
 ON0851  NAD 27      -  43 16 38.40900(N)    091 28 28.46300(W) AD(       ) 3
 ON0851
 ON0851.Superseded values are not recommended for survey control.
 ON0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0851.See file dsdata.txt to determine how the superseded data were derived.
 ON0851
 ON0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2376492740(NAD 83)
 ON0851_MARKER: 52 = STANDPIPE TANK
 ON0851
 ON0851  HISTORY     - Date     Condition        Report By
 ON0851  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0851  HISTORY     - 1978     GOOD             NGS
 ON0851
 ON0851                          STATION DESCRIPTION
 ON0851
 ON0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0851'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE.  IT IS
 ON0851'ROUND STEEL STRUCTURE PAINTED SILVER WITH THE LEGEND WAUKON
 ON0851'IOWA ON THE NORTHWEST SIDE IN LARGE BLACK LETTERS.  THE OVERALL
 ON0851'HEIGHT OF THE STRUCTURE IS ABOUT 120 FEET.
 ON0851'
 ON0851'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WAUKON
 ON0851'AND THE DISTANCE IS 85.77 FEET, 26.143 METERS.
 ON0851'
 ON0851'THE STANDPIPE IS LOCATED IN THE FAIRGROUNDS AT THE NORTH EDGE
 ON0851'OF WAUKON.
 ON0851
 ON0851                          STATION RECOVERY (1978)
 ON0851
 ON0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 ON0851'THE STATION, WAUKON MUNICIPAL STANDPIPE, WAS RECOVERED AS PREVIOUSLY
 ON0851'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0849 ***********************************************************************
 ON0849  DESIGNATION -  WAUKON ST PATRICKS CATH CH TWR
 ON0849  PID         -  ON0849
 ON0849  STATE/COUNTY-  IA/ALLAMAKEE
 ON0849  USGS QUAD   -  WAUKON (1968)
 ON0849
 ON0849                         *CURRENT SURVEY CONTROL
 ON0849  ___________________________________________________________________
 ON0849* NAD 83(1996)-  43 16 05.65291(N)    091 28 44.57589(W)     ADJUSTED  
 ON0849* NAVD 88     -                                                        
 ON0849  ___________________________________________________________________
 ON0849  LAPLACE CORR-          -7.58  (seconds)                    DEFLEC99
 ON0849  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 ON0849
 ON0849  HORZ ORDER  -  THIRD
 ON0849
 ON0849.The horizontal coordinates were established by classical geodetic methods
 ON0849.and adjusted by the National Geodetic Survey in May 1999..
 ON0849
 ON0849
 ON0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0849
 ON0849.The geoid height was determined by GEOID03.
 ON0849
 ON0849;                    North         East     Units Scale Factor Converg.
 ON0849;SPC IA N     - 1,198,377.509 1,664,056.081   MT  1.00000029   +1 22 10.9
 ON0849;UTM  15      - 4,791,725.781   623,430.487   MT  0.99978741   +1 02 33.4
 ON0849
 ON0849                          SUPERSEDED SURVEY CONTROL
 ON0849
 ON0849  NAD 83(1996)-  43 16 05.65290(N)    091 28 44.57586(W) AD(       ) 4
 ON0849  NAD 83(1986)-  43 16 05.64501(N)    091 28 44.57558(W) AD(       ) 4
 ON0849  NAD 27      -  43 16 05.73400(N)    091 28 44.07500(W) AD(       ) 3
 ON0849
 ON0849.Superseded values are not recommended for survey control.
 ON0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0849.See file dsdata.txt to determine how the superseded data were derived.
 ON0849
 ON0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2343091726(NAD 83)
 ON0849_MARKER: 75 = BELFRY
 ON0849
 ON0849  HISTORY     - Date     Condition        Report By
 ON0849  HISTORY     - 1931     FIRST OBSERVED   CGS
 ON0849  HISTORY     - 1959     GOOD             CGS
 ON0849  HISTORY     - 1961     GOOD             CGS
 ON0849
 ON0849                          STATION DESCRIPTION
 ON0849
 ON0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 ON0849'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ON0849'
 ON0849'ACCORDING TO LOCAL INFORMATION, THE CHURCH HAS NOT BEEN
 ON0849'REMODELED OR CHANGED IN ANY WAY SINCE IT WAS BUILT.
 ON0849'
 ON0849'THIS IS AN INTERSECTION STATION.
 ON0849
 ON0849                          STATION RECOVERY (1961)
 ON0849
 ON0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0849'THE STATION IS THE CENTER OF THE BELL TOWER LOCATED ON THE
 ON0849'EAST END OF A YELLOW COLORED BRICK CHURCH, LOCATED ABOUT
 ON0849'2 BLOCKS WEST OF THE CENTER OF THE WAUKON BUSINESS DISTRICT.
 ON0849'THE OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 80 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON1193 ***********************************************************************
 ON1193  DESIGNATION -  WAUKPORT
 ON1193  PID         -  ON1193
 ON1193  STATE/COUNTY-  IA/ALLAMAKEE
 ON1193  USGS QUAD   -  WAUKON (1968)
 ON1193
 ON1193                         *CURRENT SURVEY CONTROL
 ON1193  ___________________________________________________________________
 ON1193* NAD 83(1996)-  43 16 47.02833(N)    091 28 26.24150(W)     ADJUSTED  
 ON1193* NAVD 88     -       389.5    (meters)    1278.     (feet)  VERTCON   
 ON1193  ___________________________________________________________________
 ON1193  X           -    -119,634.665 (meters)                     COMP
 ON1193  Y           -  -4,649,425.993 (meters)                     COMP
 ON1193  Z           -   4,350,424.063 (meters)                     COMP
 ON1193  LAPLACE CORR-          -7.69  (seconds)                    DEFLEC99
 ON1193  ELLIP HEIGHT-         358.89  (meters)          (05/06/99) GPS OBS
 ON1193  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 ON1193
 ON1193  HORZ ORDER  -  THIRD
 ON1193  ELLP ORDER  -  FOURTH    CLASS I
 ON1193
 ON1193.This mark is at Waukon Municipal Airport (Y01)
 ON1193
 ON1193.The horizontal coordinates were established by GPS observations
 ON1193.and adjusted by the National Geodetic Survey in May 1999..
 ON1193
 ON1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1193
 ON1193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON1193
 ON1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1193
 ON1193.The ellipsoidal height was determined by GPS observations
 ON1193.and is referenced to NAD 83.
 ON1193
 ON1193.The geoid height was determined by GEOID03.
 ON1193
 ON1193;                    North         East     Units Scale Factor Converg.
 ON1193;SPC IA N     - 1,199,663.909 1,664,438.832   MT  1.00000241   +1 22 23.3
 ON1193;UTM  15      - 4,793,009.702   623,820.489   MT  0.99978860   +1 02 46.8
 ON1193
 ON1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1193!SPC IA N     -   0.99994372  x   1.00000241  =   0.99994613
 ON1193!UTM  15      -   0.99994372  x   0.99978860  =   0.99973233
 ON1193
 ON1193:                Primary Azimuth Mark                     Grid Az
 ON1193:SPC IA N     -  WAUKPORT AZ MK                           073 12 12.9
 ON1193:UTM  15      -  WAUKPORT AZ MK                           073 31 49.4
 ON1193
 ON1193|---------------------------------------------------------------------|
 ON1193| PID    Reference Object                     Distance      Geod. Az  |
 ON1193|                                                           dddmmss.s |
 ON1193| ON1194 WAUKPORT AZ MK                      APPROX. 0.7 KM 0743436.2 |
 ON1193|---------------------------------------------------------------------|
 ON1193
 ON1193                          SUPERSEDED SURVEY CONTROL
 ON1193
 ON1193  NAD 83(1996)-  43 16 47.02835(N)    091 28 26.24150(W) AD(       ) 3
 ON1193  ELLIP H (11/21/91)  358.96   (m)                       GP(       ) 4 1
 ON1193  NAD 83(1986)-  43 16 47.01968(N)    091 28 26.24125(W) AD(       ) 3
 ON1193  NGVD 29 (07/09/90)  389.5    (m)         1278.     (f) GPS OBS        
 ON1193
 ON1193.Superseded values are not recommended for survey control.
 ON1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1193.See file dsdata.txt to determine how the superseded data were derived.
 ON1193
 ON1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2382093010(NAD 83)
 ON1193_MARKER: I = METAL ROD
 ON1193_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ON1193_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ON1193_STAMPING: WAUKPORT 1989
 ON1193_MARK LOGO: NGS   
 ON1193_PROJECTION: FLUSH
 ON1193_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1193+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1990
 ON1193_ROD/PIPE-DEPTH: 6.7  meters
 ON1193_SLEEVE-DEPTH  : 0.91 meters
 ON1193
 ON1193  HISTORY     - Date     Condition        Report By
 ON1193  HISTORY     - 1989     MONUMENTED       NGS
 ON1193  HISTORY     - 19900711 GOOD             NGS
 ON1193
 ON1193                          STATION DESCRIPTION
 ON1193
 ON1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 ON1193'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) NORTH OF WAUKON, AT THE
 ON1193'WAUKON MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE ENTRANCE RAMP AND
 ON1193'RUNWAY 7.  OWNERSHIP--CITY OF WAUKON, WAUKON, IA 52172, PHONE (319)
 ON1193'568-2624.  THE AIRPORT MANAGER IS FRANK BURNS, PHONE (319) 568-3644.
 ON1193'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 NORTH AND
 ON1193'76 WEST IN WAUKON, GO NORTH ON STATE HIGHWAY 9 FOR 1.1 KM (0.70 MI) TO
 ON1193'THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, EAST, TO ENTRANCE
 ON1193'RAMP OF RUNWAY 7.  CONTINUE EAST ON THE RUNWAY TO THE RUNWAY THRESHOLD
 ON1193'BARS AND THE STATION ON THE LEFT.
 ON1193'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN IN
 ON1193'TO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 ON1193'LOCATED 16.0 M (52.5 FT) NORTH OF THE CENTER OF THE RUNWAY, 6.1 M
 ON1193'(20.0 FT) SOUTH OF A APPROACH STROBE LIGHT, 4.9 M (16.1 FT) NORTH OF A
 ON1193'RUNWAY END LIGHT AND 4.9 M (16.1 FT) NORTH OF A FIBERGLASS WITNESS
 ON1193'POST.
 ON1193'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ON1193'DESCRIBED BY M. L. MCCREADY.
 ON1193
 ON1193                          STATION RECOVERY (1990)
 ON1193
 ON1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 ON1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON1194 ***********************************************************************
 ON1194  DESIGNATION -  WAUKPORT AZ MK
 ON1194  PID         -  ON1194
 ON1194  STATE/COUNTY-  IA/ALLAMAKEE
 ON1194  USGS QUAD   -  WAUKON (1968)
 ON1194
 ON1194                         *CURRENT SURVEY CONTROL
 ON1194  ___________________________________________________________________
 ON1194* NAD 83(1996)-  43 16 53.33270(N)    091 27 54.95751(W)     ADJUSTED  
 ON1194* NAVD 88     -       383.1    (meters)    1257.     (feet)  VERTCON   
 ON1194  ___________________________________________________________________
 ON1194  X           -    -118,925.959 (meters)                     COMP
 ON1194  Y           -  -4,649,306.051 (meters)                     COMP
 ON1194  Z           -   4,350,561.295 (meters)                     COMP
 ON1194  LAPLACE CORR-          -7.81  (seconds)                    DEFLEC99
 ON1194  ELLIP HEIGHT-         352.45  (meters)          (05/06/99) GPS OBS
 ON1194  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 ON1194
 ON1194  HORZ ORDER  -  THIRD
 ON1194  ELLP ORDER  -  FOURTH    CLASS I
 ON1194
 ON1194.This mark is at Waukon Municipal Airport (Y01)
 ON1194
 ON1194.The horizontal coordinates were established by GPS observations
 ON1194.and adjusted by the National Geodetic Survey in May 1999..
 ON1194
 ON1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1194
 ON1194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON1194
 ON1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1194
 ON1194.The ellipsoidal height was determined by GPS observations
 ON1194.and is referenced to NAD 83.
 ON1194
 ON1194.The geoid height was determined by GEOID03.
 ON1194
 ON1194;                    North         East     Units Scale Factor Converg.
 ON1194;SPC IA N     - 1,199,875.349 1,665,139.316   MT  1.00000274   +1 22 44.5
 ON1194;UTM  15      - 4,793,217.100   624,522.018   MT  0.99979074   +1 03 08.4
 ON1194
 ON1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1194!SPC IA N     -   0.99994473  x   1.00000274  =   0.99994747
 ON1194!UTM  15      -   0.99994473  x   0.99979074  =   0.99973548
 ON1194
 ON1194:                Primary Azimuth Mark                     Grid Az
 ON1194:SPC IA N     -  WAUKPORT                                 253 12 13.2
 ON1194:UTM  15      -  WAUKPORT                                 253 31 49.3
 ON1194
 ON1194|---------------------------------------------------------------------|
 ON1194| PID    Reference Object                     Distance      Geod. Az  |
 ON1194|                                                           dddmmss.s |
 ON1194| ON1193 WAUKPORT                            APPROX. 0.7 KM 2543457.7 |
 ON1194|---------------------------------------------------------------------|
 ON1194
 ON1194                          SUPERSEDED SURVEY CONTROL
 ON1194
 ON1194  NAD 83(1996)-  43 16 53.33272(N)    091 27 54.95751(W) AD(       ) 3
 ON1194  ELLIP H (11/21/91)  352.52   (m)                       GP(       ) 4 1
 ON1194  NAD 83(1986)-  43 16 53.32407(N)    091 27 54.95727(W) AD(       ) 3
 ON1194  NGVD 29 (07/09/90)  383.2    (m)         1257.     (f) GPS OBS        
 ON1194
 ON1194.Superseded values are not recommended for survey control.
 ON1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1194.See file dsdata.txt to determine how the superseded data were derived.
 ON1194
 ON1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2452293217(NAD 83)
 ON1194_MARKER: I = METAL ROD
 ON1194_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ON1194_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ON1194_STAMPING: WAUKPORT AZ MK 1989
 ON1194_MARK LOGO: NGS   
 ON1194_PROJECTION: FLUSH
 ON1194_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1194+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ON1194_ROD/PIPE-DEPTH: 6.7  meters
 ON1194_SLEEVE-DEPTH  : 0.91 meters
 ON1194
 ON1194  HISTORY     - Date     Condition        Report By
 ON1194  HISTORY     - 1989     MONUMENTED       NGS
 ON1194
 ON1194                          STATION DESCRIPTION
 ON1194
 ON1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 ON1194'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) NORTH OF WAUKON, AT THE
 ON1194'WAUKON MUNICIPAL AIRPORT AND ON THE NORTH SIDE OF RUNWAY 25 NEAR THE
 ON1194'RUNWAY END LIGHTS.  OWNERSHIP--CITY OF WAUKON, WAUKON, IA 52172, PHONE
 ON1194'(319) 568-2624.  THE AIRPORT MANAGER IS FRANK BURNS, PHONE (319)
 ON1194'568-3644.
 ON1194'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 NORTH AND
 ON1194'76 WEST IN WAUKON, GO NORTH ON STATE HIGHWAY 9 FOR 1.1 KM (0.70 MI) TO
 ON1194'THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, EAST, TO ENTRANCE
 ON1194'RAMP OF RUNWAY 7.  CONTINUE EAST ON THE RUNWAY FOR 0.7 KM (0.45 MI) TO
 ON1194'THE RUNWAY 25 THRESHOLD BARS AND THE STATION ON THE LEFT.
 ON1194'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN IN
 ON1194'TO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 ON1194'LOCATED 16.3 M (53.5 FT) NORTH OF THE CENTER OF THE RUNWAY, 5.3 M
 ON1194'(17.4 FT) NORTH OF A RUNWAY END LIGHT, 5.3 M (17.4 FT) NORTH OF A
 ON1194'FIBERGLASS WITNESS POST AND 4.3 M (14.1 FT) SOUTHWEST OF THE CENTER
 ON1194'ONE OF THREE RUNWAY END LIGHTS.
 ON1194'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ON1194'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0775 ***********************************************************************
 NK0775  DESIGNATION -  WAVEPORT
 NK0775  PID         -  NK0775
 NK0775  STATE/COUNTY-  IA/BREMER
 NK0775  USGS QUAD   -  SHELL ROCK (1971)
 NK0775
 NK0775                         *CURRENT SURVEY CONTROL
 NK0775  ___________________________________________________________________
 NK0775* NAD 83(1996)-  42 44 32.74845(N)    092 30 37.85338(W)     ADJUSTED  
 NK0775* NAVD 88     -       301.6    (meters)     989.     (feet)  VERTCON   
 NK0775  ___________________________________________________________________
 NK0775  X           -    -205,505.720 (meters)                     COMP
 NK0775  Y           -  -4,687,115.942 (meters)                     COMP
 NK0775  Z           -   4,306,714.726 (meters)                     COMP
 NK0775  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 NK0775  ELLIP HEIGHT-         270.14  (meters)          (05/06/99) GPS OBS
 NK0775  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 NK0775
 NK0775  HORZ ORDER  -  THIRD
 NK0775  ELLP ORDER  -  FOURTH    CLASS I
 NK0775
 NK0775.This mark is at Waverly Municipal Airport (C25)
 NK0775
 NK0775.The horizontal coordinates were established by GPS observations
 NK0775.and adjusted by the National Geodetic Survey in May 1999..
 NK0775
 NK0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0775
 NK0775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0775
 NK0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0775
 NK0775.The ellipsoidal height was determined by GPS observations
 NK0775.and is referenced to NAD 83.
 NK0775
 NK0775.The geoid height was determined by GEOID03.
 NK0775
 NK0775;                    North         East     Units Scale Factor Converg.
 NK0775;SPC IA N     - 1,138,479.207 1,581,013.566   MT  0.99994622   +0 40 14.2
 NK0775;UTM  15      - 4,732,328.896   540,063.413   MT  0.99961975   +0 19 56.0
 NK0775
 NK0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0775!SPC IA N     -   0.99995764  x   0.99994622  =   0.99990386
 NK0775!UTM  15      -   0.99995764  x   0.99961975  =   0.99957740
 NK0775
 NK0775:                Primary Azimuth Mark                     Grid Az
 NK0775:SPC IA N     -  WAVEPORT AZ MK                           106 26 54.8
 NK0775:UTM  15      -  WAVEPORT AZ MK                           106 47 13.0
 NK0775
 NK0775|---------------------------------------------------------------------|
 NK0775| PID    Reference Object                     Distance      Geod. Az  |
 NK0775|                                                           dddmmss.s |
 NK0775| NK0776 WAVEPORT AZ MK                      APPROX. 0.6 KM 1070709.0 |
 NK0775|---------------------------------------------------------------------|
 NK0775
 NK0775                          SUPERSEDED SURVEY CONTROL
 NK0775
 NK0775  NAD 83(1996)-  42 44 32.74845(N)    092 30 37.85337(W) AD(       ) 3
 NK0775  NAD 83(1986)-  42 44 32.74298(N)    092 30 37.84850(W) AD(       ) 3
 NK0775  NGVD 29 (07/09/90)  301.6    (m)          989.     (f) GPS OBS        
 NK0775
 NK0775.Superseded values are not recommended for survey control.
 NK0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0775.See file dsdata.txt to determine how the superseded data were derived.
 NK0775
 NK0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4006332329(NAD 83)
 NK0775_MARKER: I = METAL ROD
 NK0775_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NK0775_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NK0775_STAMPING: WAVEPORT 1989
 NK0775_MARK LOGO: NGS   
 NK0775_PROJECTION: FLUSH
 NK0775_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0775+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NK0775_ROD/PIPE-DEPTH: 8.5  meters
 NK0775_SLEEVE-DEPTH  : 0.91 meters
 NK0775
 NK0775  HISTORY     - Date     Condition        Report By
 NK0775  HISTORY     - 1989     MONUMENTED       NGS
 NK0775
 NK0775                          STATION DESCRIPTION
 NK0775
 NK0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NK0775'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTHWEST OF WAVERLY,
 NK0775'ALONG US HIGHWAY 218, AT THE WAVERLY MUNICIPAL AIRPORT AND AT THE
 NK0775'JUNCTION OF THE ENTRANCE RAMP AND RUNWAY.  OWNERSHIP--CITY OF WAVERLY,
 NK0775'WAVERLY, IA 50677, PHONE (319) 352-5040.  THE AIRPORT MANAGER IS LARRY
 NK0775'ESSMANN, PHONE (319) 352-4703.
 NK0775'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 218 AND STATE
 NK0775'HIGHWAY 3, ON THE WEST SIDE OF WAVERLY, GO NORTH ON US HIGHWAY 218 FOR
 NK0775'3.05 KM (1.90 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT,
 NK0775'EAST, ON THE ENTRANCE ROAD FOR 0.2 KM (0.10 MI) THEN TURN LEFT,
 NK0775'NORTHERLY, ONTO THE APRON AND ENTRANCE RAMP TO THE JUNCTION OF THE
 NK0775'RUNWAY AND THE STATION ON THE RIGHT.
 NK0775'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NK0775'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 NK0775'LOCATED 12.4 M (40.7 FT) SOUTH OF THE CENTER OF THE RUNWAY, 12.35 M
 NK0775'(40.5 FT) EAST OF THE CENTER OF THE ENTRANCE RAMP, 2.7 M (8.9 FT)
 NK0775'SOUTHEAST OF THE CURVED EDGE OF THE ENTRANCE RAMP, 3.3 M (10.8 FT)
 NK0775'EAST-NORTHEAST OF A RAMP LIGHT AND 3.3 M (10.8 FT) EAST-NORTHEAST OF A
 NK0775'FIBERGLASS WITNESS POST.
 NK0775'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NK0775'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0776 ***********************************************************************
 NK0776  DESIGNATION -  WAVEPORT AZ MK
 NK0776  PID         -  NK0776
 NK0776  STATE/COUNTY-  IA/BREMER
 NK0776  USGS QUAD   -  SHELL ROCK (1971)
 NK0776
 NK0776                         *CURRENT SURVEY CONTROL
 NK0776  ___________________________________________________________________
 NK0776* NAD 83(1996)-  42 44 26.83166(N)    092 30 11.79553(W)     ADJUSTED  
 NK0776* NAVD 88     -       299.4    (meters)     982.     (feet)  VERTCON   
 NK0776  ___________________________________________________________________
 NK0776  X           -    -204,918.925 (meters)                     COMP
 NK0776  Y           -  -4,687,264.003 (meters)                     COMP
 NK0776  Z           -   4,306,579.090 (meters)                     COMP
 NK0776  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 NK0776  ELLIP HEIGHT-         267.87  (meters)          (05/06/99) GPS OBS
 NK0776  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 NK0776
 NK0776  HORZ ORDER  -  THIRD
 NK0776  ELLP ORDER  -  FOURTH    CLASS I
 NK0776
 NK0776.This mark is at Waverly Municipal Airport (C25)
 NK0776
 NK0776.The horizontal coordinates were established by GPS observations
 NK0776.and adjusted by the National Geodetic Survey in May 1999..
 NK0776
 NK0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0776
 NK0776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0776
 NK0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0776
 NK0776.The ellipsoidal height was determined by GPS observations
 NK0776.and is referenced to NAD 83.
 NK0776
 NK0776.The geoid height was determined by GEOID03.
 NK0776
 NK0776;                    North         East     Units Scale Factor Converg.
 NK0776;SPC IA N     - 1,138,303.613 1,581,608.323   MT  0.99994618   +0 40 31.9
 NK0776;UTM  15      - 4,732,149.850   540,656.929   MT  0.99962034   +0 20 13.6
 NK0776
 NK0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0776!SPC IA N     -   0.99995799  x   0.99994618  =   0.99990417
 NK0776!UTM  15      -   0.99995799  x   0.99962034  =   0.99957835
 NK0776
 NK0776:                Primary Azimuth Mark                     Grid Az
 NK0776:SPC IA N     -  WAVEPORT                                 286 26 54.8
 NK0776:UTM  15      -  WAVEPORT                                 286 47 13.1
 NK0776
 NK0776|---------------------------------------------------------------------|
 NK0776| PID    Reference Object                     Distance      Geod. Az  |
 NK0776|                                                           dddmmss.s |
 NK0776| NK0775 WAVEPORT                            APPROX. 0.6 KM 2870726.7 |
 NK0776|---------------------------------------------------------------------|
 NK0776
 NK0776                          SUPERSEDED SURVEY CONTROL
 NK0776
 NK0776  NAD 83(1996)-  42 44 26.83166(N)    092 30 11.79552(W) AD(       ) 3
 NK0776  NAD 83(1986)-  42 44 26.82613(N)    092 30 11.79078(W) AD(       ) 3
 NK0776  NGVD 29 (07/09/90)  299.4    (m)          982.     (f) GPS OBS        
 NK0776
 NK0776.Superseded values are not recommended for survey control.
 NK0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0776.See file dsdata.txt to determine how the superseded data were derived.
 NK0776
 NK0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4065732150(NAD 83)
 NK0776_MARKER: I = METAL ROD
 NK0776_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NK0776_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NK0776_STAMPING: WAVEPORT AZ MK 1989
 NK0776_MARK LOGO: NGS   
 NK0776_PROJECTION: FLUSH
 NK0776_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0776+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NK0776_ROD/PIPE-DEPTH: 8.5  meters
 NK0776_SLEEVE-DEPTH  : 0.91 meters
 NK0776
 NK0776  HISTORY     - Date     Condition        Report By
 NK0776  HISTORY     - 1989     MONUMENTED       NGS
 NK0776
 NK0776                          STATION DESCRIPTION
 NK0776
 NK0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NK0776'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTHWEST OF WAVERLY,
 NK0776'ALONG US HIGHWAY 218, AT THE WAVERLY MUNICIPAL AIRPORT AND ON THE WEST
 NK0776'SIDE OF THE TURN-AROUND 0F RUNWAY 28.  OWNERSHIP--CITY OF WAVERLY,
 NK0776'WAVERLY, IA 50677, PHONE (319) 352-5040.  THE AIRPORT MANAGER IS LARRY
 NK0776'ESSMANN, PHONE (319) 352-4703.
 NK0776'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 218 AND STATE
 NK0776'HIGHWAY 3, ON THE WEST SIDE OF WAVERLY, GO NORTH ON US HIGHWAY 218 FOR
 NK0776'3.05 KM (1.90 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT,
 NK0776'EAST, ON THE ENTRANCE ROAD FOR 0.2 KM (0.10 MI) THEN TURN LEFT,
 NK0776'NORTHERLY, ONTO THE APRON AND ENTRANCE RAMP TO THE JUNCTION OF THE
 NK0776'RUNWAY.  TURN RIGHT, EAST, ON THE RUNWAY FOR 0.65 KM (0.40 MI) TO
 NK0776'STATION ON THE RIGHT ON THE WEST SIDE OF THE TURN-AROUND.
 NK0776'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NK0776'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 NK0776'LOCATED 12.2 M (40.0 FT) SOUTH OF THE CENTER OF THE RUNWAY, 6.35 M
 NK0776'(20.8 FT) EAST-NORTHEAST OF A RUNWAY LIGHT AND A FIBERGLASS WITNESS
 NK0776'POST AND 1.6 M (5.2 FT) SOUTHWEST OF THE CURVED EDGE OF THE
 NK0776'TURN-AROUND.
 NK0776'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NK0776'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0502 ***********************************************************************
 NK0502  DESIGNATION -  WAVERLY
 NK0502  PID         -  NK0502
 NK0502  STATE/COUNTY-  IA/BREMER
 NK0502  USGS QUAD   -  WAVERLY (1963)
 NK0502
 NK0502                         *CURRENT SURVEY CONTROL
 NK0502  ___________________________________________________________________
 NK0502* NAD 83(1996)-  42 43 40.05854(N)    092 27 19.74173(W)     ADJUSTED  
 NK0502* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 NK0502  ___________________________________________________________________
 NK0502  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 NK0502  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 NK0502
 NK0502  HORZ ORDER  -  FIRST
 NK0502
 NK0502.The horizontal coordinates were established by classical geodetic methods
 NK0502.and adjusted by the National Geodetic Survey in May 1999..
 NK0502
 NK0502.The orthometric height was scaled from a topographic map.
 NK0502
 NK0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0502
 NK0502.The geoid height was determined by GEOID03.
 NK0502
 NK0502;                    North         East     Units Scale Factor Converg.
 NK0502;SPC IA N     - 1,136,907.734 1,585,539.065   MT  0.99994592   +0 42 28.5
 NK0502;UTM  15      - 4,730,731.238   544,578.088   MT  0.99962445   +0 22 10.1
 NK0502
 NK0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0502!SPC IA N     -   0.99995663  x   0.99994592  =   0.99990255
 NK0502!UTM  15      -   0.99995663  x   0.99962445  =   0.99958110
 NK0502
 NK0502:                Primary Azimuth Mark                     Grid Az
 NK0502:SPC IA N     -  ST JOHNS EVAN LUTH CH SPIRE              013 58 48.4
 NK0502:UTM  15      -  ST JOHNS EVAN LUTH CH SPIRE              014 19 06.8
 NK0502
 NK0502|---------------------------------------------------------------------|
 NK0502| PID    Reference Object                     Distance      Geod. Az  |
 NK0502|                                                           dddmmss.s |
 NK0502| NK0513 ST JOHNS EVAN LUTH CH SPIRE         APPROX.15.5 KM 0144116.9 |
 NK0502| NK0512 BREMER COUNTY FARM TANK             APPROX.11.5 KM 0682533.6 |
 NK0502| NK0511 ST PAULS LUTHERAN CHURCH SPIRE      APPROX.10.2 KM 0715934.0 |
 NK0502| NK0485 ST MATTHEWS LUTHERAN CH SPIRE       APPROX.18.6 KM 0941450.4 |
 NK0502| NK0483 READLYN MUNICIPAL TANK              APPROX.19.1 KM 0974818.2 |
 NK0502| NK0486 READLYN ST PAULS LUTH CH SPIRE      APPROX.19.0 KM 0975916.7 |
 NK0502| NK0484 READLYN ZION LUTHERAN CH SPIRE      APPROX.19.4 KM 0982013.7 |
 NK0502| NK0487 DENVER                              APPROX.10.5 KM 1295307.4 |
 NK0502| CI7334 WAVERLY RM 1                         52.410 METERS 13801     |
 NK0502| NK0497 CEDAR FALLS MUN POWER PLT STK       APPROX.22.3 KM 1764016.8 |
 NK0502| NK0499 CEDAR FALLS ST TEACH COLL TWR       APPROX.23.6 KM 1810038.0 |
 NK0502| NK0498 CEDAR FALLS ST TEACH COLL STK       APPROX.23.8 KM 1810827.1 |
 NK0502| CI7335 WAVERLY RM 2                         51.889 METERS 20823     |
 NK0502| NK0503 WAVERLY MUNICIPAL TANK              169.230 METERS 24114     |
 NK0502| NK0636 SHELL ROCK MUNICIPAL TANK           APPROX.10.6 KM 2595313.5 |
 NK0502| NK0504 WAVERLY ST PAULS EVAN LUTH CH       APPROX. 1.4 KM 2701859.1 |
 NK0502| CI7333 WAVERLY AZ MK                                      2715040.0 |
 NK0502| NK0505 WAVERLY CARNATION MILK CO STK       APPROX. 1.3 KM 2920019.4 |
 NK0502|---------------------------------------------------------------------|
 NK0502
 NK0502                          SUPERSEDED SURVEY CONTROL
 NK0502
 NK0502  NAD 83(1996)-  42 43 40.05842(N)    092 27 19.74205(W) AD(       ) 1
 NK0502  NAD 83(1986)-  42 43 40.05259(N)    092 27 19.74079(W) AD(       ) 1
 NK0502  NAD 27      -  42 43 40.12000(N)    092 27 19.07400(W) AD(       ) 1
 NK0502
 NK0502.Superseded values are not recommended for survey control.
 NK0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0502.See file dsdata.txt to determine how the superseded data were derived.
 NK0502
 NK0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4457830731(NAD 83)
 NK0502_MARKER: DS = TRIANGULATION STATION DISK
 NK0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0502_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0502
 NK0502  HISTORY     - Date     Condition        Report By
 NK0502  HISTORY     - 1934     MONUMENTED       CGS
 NK0502  HISTORY     - 1935     GOOD             CGS
 NK0502  HISTORY     - 1963     GOOD             CGS
 NK0502  HISTORY     - 1983     GOOD             IAHD
 NK0502
 NK0502                          STATION DESCRIPTION
 NK0502
 NK0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0502'STATION IS IN THE NE EDGE OF WAVERLY, JUST E OF THE ST. MARYS
 NK0502'CEMETERY, AT THE E END OF SECOND AVENUE NE, IN MR. JOHN WILKINS
 NK0502'FRONT YARD, 28 FEET E OF AN 18-INCH BIRCH TREE, 46 FEET E OF THE
 NK0502'W YARD FENCE, 31 FEET SE OF A 15-INCH BIRCH TREE, 48 FEET SSW OF
 NK0502'A 24-INCH BIRCH TREE, 73 FEET W OF THE FRONT OF THE HOUSE, 69
 NK0502'FEET N OF THE S YARD FENCE.  THE MARK IS FLUSH WITH THE SURFACE.
 NK0502'
 NK0502'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0502'BRONZE DISKS SET IN CONCRETE.
 NK0502'
 NK0502'AZIMUTH MARK IS W OF STATION, 25 FEET N OF CENTER LINE OF SECOND
 NK0502'AVENUE NE, 14 FEET NW OF A TELEPHONE POLE, 6 INCHES S OF A
 NK0502'WIRE FENCE, ABOUT 150 FEET E OF EIGHTH STREET NE.  IT PROJECTS
 NK0502'5 INCHES.
 NK0502'
 NK0502'REFERENCE MARK NO. 1 IS SE OF STATION, 1 FOOT N OF GARDEN FENCE,
 NK0502'52 FEET SW OF NW CORNER OF THE BARN, 58 FEET E OF SE CORNER
 NK0502'OF THE WINDMILL.  IT PROJECTS 1 INCH.  REFERENCE MARK NO. 2
 NK0502'IS SW OF STATION, 1 FOOT E OF THE E FENCE OF THE ST. MARYS
 NK0502'CEMETERY, 6 FEET SW OF A TRANSMISSION POLE, 21 FEET S OF A
 NK0502'36-INCH ELM TREE, 197.20 FEET W OF REFERENCE MARK NO. 1.  IT
 NK0502'PROJECTS 3 INCHES.
 NK0502'
 NK0502'A 100 FOOT SIGNAL AT DENVER COMES INTO VIEW AT 35 FEET.
 NK0502'
 NK0502'A 100-FOOT SIGNAL AT CEDAR COMES INTO VIEW AT 10 FEET.
 NK0502'
 NK0502'A 100 FOOT SIGNAL AT WEIHE COMES INTO VIEW AT 40 FEET.
 NK0502'
 NK0502'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 NK0502
 NK0502                          STATION RECOVERY (1935)
 NK0502
 NK0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NK0502'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 NK0502'THE DISTANCE TO REFERENCE MARK NO. 1 FAILED TO CHECK BY 0.09 FOOT
 NK0502'AND THE DISTANCE TO REFERENCE MARK NO. 2 FAILED TO CHECK BY
 NK0502'0.08 FOOT.  THE DIRECTION TO THE AZIMUTH MARK FAILED TO CHECK
 NK0502'BY 11.6 SECONDS.
 NK0502'
 NK0502'STATION IS IN THE NE EDGE OF WAVERLY, JUST E OF THE ST. MARYS
 NK0502'CEMETERY, AT THE E END OF SECOND AVENUE NE, IN MR. JOHN WILKINS
 NK0502'FRONT YARD, 31 FEET SE OF 18-INCH BIRCH TREE (MIDDLE TREE IN
 NK0502'ROW OF THREE), 48 FEET SSW OF 24-INCH BIRCH TREE, 69 FEET N
 NK0502'OF FENCE AT S SIDE OF YARD, 46 FEET E OF FENCE AT W SIDE OF
 NK0502'YARD, 73.9 FEET W OF NW CORNER OF STONE FOUNDATION OF HOUSE.
 NK0502'THE MARK IS FLUSH WITH THE GROUND.
 NK0502'
 NK0502'REFERENCE MARK NO. 1 IS SE OF THE STATION, 1 FOOT N OF GARDEN
 NK0502'FENCE, 52 FEET SW OF NW CORNER OF BARN, 55 FEET E OF SE LEG
 NK0502'OF WINDMILL.  THE MARK PROJECTS 1 INCH.
 NK0502'REFERENCE MARK NO. 2 IS SW OF THE STATION IN
 NK0502'GARDEN, 1 FOOT E OF FENCE BETWEEN CEMETERY AND GARDEN, 21 FEET
 NK0502'S OF 36-INCH ELM TREE, 6 FEET SW OF TRANSMISSION POLE.  THE
 NK0502'MARK PROJECTS 3 INCHES.
 NK0502'
 NK0502'THE AZIMUTH MARK IS W OF THE STATION AT N SIDE OF SECOND
 NK0502'AVENUE NE, ABOUT 150 FEET E OF EIGHTH STREET NE, 25 FEET N OF
 NK0502'CENTER LINE OF STREET (GRAVEL ROAD), 6 INCHES S OF FENCE
 NK0502'LINE, 14 FEET NW OF TELEPHONE POLE, 12 FEET E OF FENCE CORNER
 NK0502'AT SE CORNER OF GARDEN PLOT.  THE MARK PROJECTS 5 INCHES.
 NK0502'
 NK0502'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 197.17 FEET.
 NK0502'
 NK0502'A 100-FOOT SIGNAL AT DENVER 1934 IS VISIBLE AT 37 FEET.
 NK0502'
 NK0502'A 100-FOOT SIGNAL AT BRANDT IS VISIBLE AT 77 FEET.
 NK0502'
 NK0502'A 100-FOOT SIGNAL AT WEFEL IS VISIBLE AT 50 FEET.
 NK0502'
 NK0502'A 100-FOOT SIGNAL AT DETTMER IS VISIBLE AT 50 FEET.
 NK0502'
 NK0502'AN 87-FOOT SIGNAL AT WEIHE 1934 IS VISIBLE AT 77 FEET.
 NK0502'
 NK0502'A 100-FOOT SIGNAL AT WAVERLY MAGNETIC IS VISIBLE AT 64 FEET.
 NK0502'
 NK0502'THERE ARE NO OBJECTS VISIBLE FROM GROUND SUITABLE FOR AZIMUTH.
 NK0502
 NK0502                          STATION RECOVERY (1963)
 NK0502
 NK0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 NK0502'STATION RECOVERED AS DESCRIBED AND THE STATION AND REFERENCE
 NK0502'MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 NK0502'FOUND AND IT IS BELIEVED IT WAS LOST IN CONSTRUCTION WORK ALONG
 NK0502'THE BLOCK.
 NK0502
 NK0502                          STATION RECOVERY (1983)
 NK0502
 NK0502'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1983 (OS)
 NK0502'WAVERLY 1934 RECOVERED GOOD.
 NK0502'
 NK0502'DESCRIPTION GOOD.
 NK0502'
 NK0502'LINE 2 CEDAR FALLS QUAD.-194.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0034 ***********************************************************************
 NK0034  DESIGNATION -  WAVERLY BM
 NK0034  PID         -  NK0034
 NK0034  STATE/COUNTY-  IA/BREMER
 NK0034  USGS QUAD   -  WAVERLY (1963)
 NK0034
 NK0034                         *CURRENT SURVEY CONTROL
 NK0034  ___________________________________________________________________
 NK0034* NAD 83(1986)-  42 43 36.     (N)    092 28 01.     (W)     SCALED    
 NK0034* NAVD 88     -       279.967  (meters)     918.53   (feet)  ADJUSTED  
 NK0034  ___________________________________________________________________
 NK0034  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NK0034  DYNAMIC HT  -         279.876 (meters)     918.23  (feet)  COMP
 NK0034  MODELED GRAV-     980,289.5   (mgal)                       NAVD 88
 NK0034
 NK0034  VERT ORDER  -  SECOND    CLASS 0
 NK0034
 NK0034.The horizontal coordinates were scaled from a topographic map and have
 NK0034.an estimated accuracy of +/- 6 seconds.
 NK0034
 NK0034.The orthometric height was determined by differential leveling
 NK0034.and adjusted by the National Geodetic Survey in June 1991..
 NK0034
 NK0034.The geoid height was determined by GEOID03.
 NK0034
 NK0034.The dynamic height is computed by dividing the NAVD 88
 NK0034.geopotential number by the normal gravity value computed on the
 NK0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0034.degrees latitude (g = 980.6199 gals.).
 NK0034
 NK0034.The modeled gravity was interpolated from observed gravity values.
 NK0034
 NK0034;                    North         East    Units  Estimated Accuracy
 NK0034;SPC IA N     - 1,136,770.    1,584,600.      MT  (+/- 180 meters Scaled)
 NK0034
 NK0034                          SUPERSEDED SURVEY CONTROL
 NK0034
 NK0034  NGVD 29 (??/??/92)  279.966  (m)          918.52   (f) ADJ UNCH    2 0
 NK0034
 NK0034.Superseded values are not recommended for survey control.
 NK0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0034.See file dsdata.txt to determine how the superseded data were derived.
 NK0034
 NK0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH436306(NAD 83)
 NK0034_MARKER: DB = BENCH MARK DISK
 NK0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0034_STAMPING: WAVERLY 1934
 NK0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0034+STABILITY: SURFACE MOTION
 NK0034
 NK0034  HISTORY     - Date     Condition        Report By
 NK0034  HISTORY     - 1934     MONUMENTED       CGS
 NK0034  HISTORY     - 1943     GOOD             NGS
 NK0034  HISTORY     - 1964     GOOD             IAHD
 NK0034
 NK0034                          STATION DESCRIPTION
 NK0034
 NK0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NK0034'AT WAVERLY.
 NK0034'AT WAVERLY, BREMER COUNTY, 110 YARDS NORTHWEST OF THE NORTHWEST
 NK0034'CORNER OF THE CHICAGO GREAT WESTERN RAILROAD STATION, AT THE
 NK0034'CORNER OF THIRD STREET NORTHEAST AND FIRST AVENUE NORTHEAST, IN
 NK0034'THE NORTHEAST CORNER OF THE CITY RESERVOIR LOT, 17.2 FEET EAST
 NK0034'OF THE NORTHEAST CORNER, 35 FEET SOUTH OF THE CENTERLINE OF FIRST
 NK0034'AVENUE NORTHEAST, AND 32 FEET WEST OF THE CENTERLINE OF THIRD
 NK0034'STREET NORTHEAST.  A STANDARD DISK, STAMPED WAVERLY 1934 AND SET
 NK0034'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 NK0034'GROUND.
 NK0034
 NK0034                          STATION RECOVERY (1964)
 NK0034
 NK0034'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1964
 NK0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0505 ***********************************************************************
 NK0505  DESIGNATION -  WAVERLY CARNATION MILK CO STK
 NK0505  PID         -  NK0505
 NK0505  STATE/COUNTY-  IA/BREMER
 NK0505  USGS QUAD   -  WAVERLY (1963)
 NK0505
 NK0505                         *CURRENT SURVEY CONTROL
 NK0505  ___________________________________________________________________
 NK0505* NAD 83(1996)-  42 43 55.32802(N)    092 28 11.00407(W)     ADJUSTED  
 NK0505* NAVD 88     -                                                        
 NK0505  ___________________________________________________________________
 NK0505  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 NK0505  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NK0505
 NK0505  HORZ ORDER  -  THIRD
 NK0505
 NK0505.The horizontal coordinates were established by classical geodetic methods
 NK0505.and adjusted by the National Geodetic Survey in May 1999..
 NK0505
 NK0505
 NK0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0505
 NK0505.The geoid height was determined by GEOID03.
 NK0505
 NK0505;                    North         East     Units Scale Factor Converg.
 NK0505;SPC IA N     - 1,137,364.544 1,584,367.256   MT  0.99994600   +0 41 53.8
 NK0505;UTM  15      - 4,731,194.812   543,409.374   MT  0.99962318   +0 21 35.4
 NK0505
 NK0505                          SUPERSEDED SURVEY CONTROL
 NK0505
 NK0505  NAD 83(1996)-  42 43 55.32792(N)    092 28 11.00439(W) AD(       ) 4
 NK0505  NAD 83(1986)-  42 43 55.32207(N)    092 28 11.00313(W) AD(       ) 4
 NK0505  NAD 27      -  42 43 55.39100(N)    092 28 10.33700(W) AD(       ) 3
 NK0505
 NK0505.Superseded values are not recommended for survey control.
 NK0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0505.See file dsdata.txt to determine how the superseded data were derived.
 NK0505
 NK0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4340931195(NAD 83)
 NK0505_MARKER: 63 = STACK
 NK0505
 NK0505  HISTORY     - Date     Condition        Report By
 NK0505  HISTORY     - 1935     FIRST OBSERVED   CGS
 NK0505
 NK0505                          STATION DESCRIPTION
 NK0505
 NK0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NK0505'THIS STATION IS A WHITE CONCRETE STACK ON THE S SIDE OF THE
 NK0505'CARNATION MILK CO. PLANT AT FIRST STREET NW AND SEVENTH AVENUE
 NK0505'NW IN WAVERLY.  THE STACK IS ABOUT 110 FEET HIGH, RISES FROM
 NK0505'THE GROUND, HAS A SLIGHT BATTER, AND HAS A SQUARE COLLAR NEAR
 NK0505'THE TOP.  IT WAS BUILT IN 1923.  WAVERLY IS IN A RIVER VALLEY,
 NK0505'BUT THE STACK IS FAIRLY PROMINENT FROM THE SURROUNDING HILLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0501 ***********************************************************************
 NK0501  DESIGNATION -  WAVERLY MAGNETIC
 NK0501  PID         -  NK0501
 NK0501  STATE/COUNTY-  IA/BREMER
 NK0501  USGS QUAD   -  WAVERLY (1963)
 NK0501
 NK0501                         *CURRENT SURVEY CONTROL
 NK0501  ___________________________________________________________________
 NK0501* NAD 83(1996)-  42 43 07.07475(N)    092 28 44.54890(W)     ADJUSTED  
 NK0501* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 NK0501  ___________________________________________________________________
 NK0501  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 NK0501  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 NK0501
 NK0501  HORZ ORDER  -  FIRST
 NK0501
 NK0501.The horizontal coordinates were established by classical geodetic methods
 NK0501.and adjusted by the National Geodetic Survey in May 1999..
 NK0501
 NK0501.The orthometric height was scaled from a topographic map.
 NK0501
 NK0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0501
 NK0501.The geoid height was determined by GEOID03.
 NK0501
 NK0501;                    North         East     Units Scale Factor Converg.
 NK0501;SPC IA N     - 1,135,866.496 1,583,622.241   MT  0.99994576   +0 41 31.0
 NK0501;UTM  15      - 4,729,701.674   542,655.766   MT  0.99962238   +0 21 12.3
 NK0501
 NK0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0501!SPC IA N     -   0.99996072  x   0.99994576  =   0.99990648
 NK0501!UTM  15      -   0.99996072  x   0.99962238  =   0.99958311
 NK0501
 NK0501:                Primary Azimuth Mark                     Grid Az
 NK0501:SPC IA N     -  WAVERLY ST PAULS EVAN LUTH CH            024 43 34.3
 NK0501:UTM  15      -  WAVERLY ST PAULS EVAN LUTH CH            025 03 53.0
 NK0501
 NK0501|---------------------------------------------------------------------|
 NK0501| PID    Reference Object                     Distance      Geod. Az  |
 NK0501|                                                           dddmmss.s |
 NK0501| NK0504 WAVERLY ST PAULS EVAN LUTH CH       APPROX. 1.1 KM 0252505.3 |
 NK0501| NK0505 WAVERLY CARNATION MILK CO STK       APPROX. 1.7 KM 0270803.1 |
 NK0501| NK0503 WAVERLY MUNICIPAL TANK              APPROX. 2.0 KM 0621543.5 |
 NK0501| CI7338 WAVERLY MAG RM 1                     28.828 METERS 12045     |
 NK0501| CI7337 WAVERLY MAG AZ MK                                  1460013.5 |
 NK0501| CI7339 WAVERLY MAG RM 2                     21.498 METERS 22921     |
 NK0501|---------------------------------------------------------------------|
 NK0501
 NK0501                          SUPERSEDED SURVEY CONTROL
 NK0501
 NK0501  NAD 83(1996)-  42 43 07.07463(N)    092 28 44.54927(W) AD(       ) 1
 NK0501  NAD 83(1986)-  42 43 07.06893(N)    092 28 44.54789(W) AD(       ) 1
 NK0501  NAD 27      -  42 43 07.13600(N)    092 28 43.88100(W) AD(       ) 1
 NK0501
 NK0501.Superseded values are not recommended for survey control.
 NK0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0501.See file dsdata.txt to determine how the superseded data were derived.
 NK0501
 NK0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4265629702(NAD 83)
 NK0501_MARKER: DS = TRIANGULATION STATION DISK
 NK0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0501
 NK0501  HISTORY     - Date     Condition        Report By
 NK0501  HISTORY     - 1935     MONUMENTED       CGS
 NK0501
 NK0501                          STATION DESCRIPTION
 NK0501
 NK0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NK0501'THIS STATION IS AN OLD MAGNETIC STATION IN THE S PART OF
 NK0501'WAVERLY, ON THE GROUNDS OF THE CITY GOLF COURSE, ON A HILL JUST
 NK0501'S OF THE OLD STABLES ON THE BREMER COUNTY FAIR GROUNDS.  THE
 NK0501'STATION WAS REMARKED.  THE MARK IS JUST E OF NO. 8 TEE, 36.4
 NK0501'FEET NE OF A SMALL PINE JUST S OF THE TEE, 63.8 FEET NW OF THE
 NK0501'MOST EASTERLY OF A LINE OF THREE SMALL PINES, AND IS SET FLUSH.
 NK0501'
 NK0501'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0501'BRONZE DISKS SET IN CONCRETE.
 NK0501'
 NK0501'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 1 FOOT N OF A GUARD
 NK0501'RAIL, 12 YARDS E OF THE EASTERLY PINE, 134.80 FEET ENE OF
 NK0501'REFERENCE MARK NO. 2, AND PROJECTS 2 INCHES.  REFERENCE MARK
 NK0501'NO. 2 IS SW OF THE STATION, 1 FOOT N OF THE GUARD RAIL, 20 YARDS
 NK0501'S OF THE TEE, AND PROJECTS 1 INCH.
 NK0501'
 NK0501'THE AZIMUTH MARK IS SE OF THE STATION, IN THE W RIGHT-OF-WAY
 NK0501'LINE OF ROUTE U.S. 218, 15 FEET S OF A POWER LINE POLE, 30
 NK0501'YARDS N OF THE S CITY LIMITS OF WAVERLY, AND PROJECTS 2
 NK0501'INCHES.
 NK0501'
 NK0501'*THESE ARE THE OLD POINTS OF WHICH THE BEARINGS WERE DETERMINED.
 NK0501'THE SUGAR FACTORY STACK HAS BEEN REBUILT.  A 15-FOOT TOWER IS
 NK0501'NECESSARY TO SEE THESE POINTS.
 NK0501'
 NK0501'A LIGHT 100 FEET ABOVE DENVER 1934 COMES INTO VIEW 64 FEET
 NK0501'ABOVE THIS STATION.
 NK0501'
 NK0501'A LIGHT 100 FEET ABOVE BRANDT COMES INTO VIEW 45 FEET ABOVE
 NK0501'THIS STATION.
 NK0501'
 NK0501'A LIGHT 100 FEET ABOVE WAVERLY 1934 COMES INTO VIEW 15 FEET
 NK0501'ABOVE THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0503 ***********************************************************************
 NK0503  DESIGNATION -  WAVERLY MUNICIPAL TANK
 NK0503  PID         -  NK0503
 NK0503  STATE/COUNTY-  IA/BREMER
 NK0503  USGS QUAD   -  WAVERLY (1963)
 NK0503
 NK0503                         *CURRENT SURVEY CONTROL
 NK0503  ___________________________________________________________________
 NK0503* NAD 83(1996)-  42 43 37.41884(N)    092 27 26.26202(W)     ADJUSTED  
 NK0503* NAVD 88     -                                                        
 NK0503  ___________________________________________________________________
 NK0503  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 NK0503  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 NK0503
 NK0503  HORZ ORDER  -  THIRD
 NK0503
 NK0503.The horizontal coordinates were established by classical geodetic methods
 NK0503.and adjusted by the National Geodetic Survey in May 1999..
 NK0503
 NK0503
 NK0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0503
 NK0503.The geoid height was determined by GEOID03.
 NK0503
 NK0503;                    North         East     Units Scale Factor Converg.
 NK0503;SPC IA N     - 1,136,824.459 1,585,391.752   MT  0.99994590   +0 42 24.1
 NK0503;UTM  15      - 4,730,648.861   544,430.333   MT  0.99962429   +0 22 05.6
 NK0503
 NK0503                          SUPERSEDED SURVEY CONTROL
 NK0503
 NK0503  NAD 83(1996)-  42 43 37.41871(N)    092 27 26.26233(W) AD(       ) 4
 NK0503  NAD 83(1986)-  42 43 37.41306(N)    092 27 26.26077(W) AD(       ) 4
 NK0503  NAD 27      -  42 43 37.48200(N)    092 27 25.59400(W) AD(       ) 3
 NK0503
 NK0503.Superseded values are not recommended for survey control.
 NK0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0503.See file dsdata.txt to determine how the superseded data were derived.
 NK0503
 NK0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4443030649(NAD 83)
 NK0503_MARKER: 53 = ELEVATED TANK
 NK0503
 NK0503  HISTORY     - Date     Condition        Report By
 NK0503  HISTORY     - 1935     FIRST OBSERVED   CGS
 NK0503
 NK0503                          STATION DESCRIPTION
 NK0503
 NK0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NK0503'THIS STATION IS THE MUNICIPAL TANK OF WAVERLY, IOWA AND IS
 NK0503'LOCATED IN THE E SIDE OF THE TOWN.  IT IS A SQUAT, SILVER TANK
 NK0503'ABOUT 60 FEET HIGH.  IT HAS FOUR I-BEAM LEGS ABOUT 40 FEET
 NK0503'TALL, THE OVAL BOTTOM SECTION IS ABOUT 20 FEET DIAMETER, THE
 NK0503'VERTICAL SECTION IS 15 FEET HIGH.  THE TANK HAS A FLAT CONICAL
 NK0503'ROOF, EXTENDING ABOUT 5 FEET ABOVE THE VERTICAL SECTION, WITH
 NK0503'A SILVER BALL AT ITS APEX.  WAVERLY IS PRINTED ON THE S SIDE
 NK0503'OF THE TANK IN BIG BLACK LETTERS.
 NK0503'
 NK0503'THE STATION IS LOCATED IN THE E SIDE OF TOWN AT THE SW CORNER
 NK0503'OF ST. MARYS CEMETERY AND IS ABOUT 320 FEET S OF THE CENTER
 NK0503'LINE OF SECOND AVENUE NE AND ABOUT 350 FEET N OF HIGHWAY I-10.
 NK0503'THE TANK IS PROMINENT FROM THE S AND W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0504 ***********************************************************************
 NK0504  DESIGNATION -  WAVERLY ST PAULS EVAN LUTH CH
 NK0504  PID         -  NK0504
 NK0504  STATE/COUNTY-  IA/BREMER
 NK0504  USGS QUAD   -  WAVERLY (1963)
 NK0504
 NK0504                         *CURRENT SURVEY CONTROL
 NK0504  ___________________________________________________________________
 NK0504* NAD 83(1996)-  42 43 40.31173(N)    092 28 23.12455(W)     ADJUSTED  
 NK0504* NAVD 88     -                                                        
 NK0504  ___________________________________________________________________
 NK0504  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 NK0504  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 NK0504
 NK0504  HORZ ORDER  -  THIRD
 NK0504
 NK0504.The horizontal coordinates were established by classical geodetic methods
 NK0504.and adjusted by the National Geodetic Survey in May 1999..
 NK0504
 NK0504
 NK0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0504
 NK0504.The geoid height was determined by GEOID03.
 NK0504
 NK0504;                    North         East     Units Scale Factor Converg.
 NK0504;SPC IA N     - 1,136,897.881 1,584,097.197   MT  0.99994592   +0 41 45.5
 NK0504;UTM  15      - 4,730,729.903   543,136.652   MT  0.99962289   +0 21 27.1
 NK0504
 NK0504                          SUPERSEDED SURVEY CONTROL
 NK0504
 NK0504  NAD 83(1996)-  42 43 40.31163(N)    092 28 23.12487(W) AD(       ) 4
 NK0504  NAD 83(1986)-  42 43 40.30586(N)    092 28 23.12358(W) AD(       ) 4
 NK0504  NAD 27      -  42 43 40.37400(N)    092 28 22.45700(W) AD(       ) 3
 NK0504
 NK0504.Superseded values are not recommended for survey control.
 NK0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0504.See file dsdata.txt to determine how the superseded data were derived.
 NK0504
 NK0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH4313730730(NAD 83)
 NK0504_MARKER: 90 = CHURCH SPIRE
 NK0504
 NK0504  HISTORY     - Date     Condition        Report By
 NK0504  HISTORY     - 1935     FIRST OBSERVED   CGS
 NK0504
 NK0504                          STATION DESCRIPTION
 NK0504
 NK0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NK0504'THIS STATION IS THE BASE OF THE CROSS ON THE TOP OF THE SPIRE
 NK0504'OF THE ST. PAULS EVANGELICAL LUTHERAN CHURCH, AT THE NE ANGLE
 NK0504'OF THE INTERSECTION OF SECOND AVENUE NW AND SECOND STREET
 NK0504'NW, IN WAVERLY.  THE CHURCH IS A BRICK STRUCTURE BUILT IN
 NK0504'1907.  A TOWER RISES ON THE SW CORNER ABOUT 45 FEET, AND IT IS
 NK0504'SURMOUNTED BY A SPIRE WHICH RISES ABOUT 35 FEET.  THERE IS A
 NK0504'GOLD CROSS ON THE TOP OF THE SPIRE.  THE TOWER IS BRICK AND IS
 NK0504'SQUARE.  THE SPIRE IS OCTAGONAL, AND IS COVERED BY A SLATE
 NK0504'ROOF.  WAVERLY IS IN A RIVER VALLEY, BUT THE SPIRE IS FAIRLY
 NK0504'PROMINENT FROM THE SURROUNDING HILLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0909 ***********************************************************************
 ON0909  DESIGNATION -  WAY 2
 ON0909  PID         -  ON0909
 ON0909  STATE/COUNTY-  IA/WINNESHIEK
 ON0909  USGS QUAD   -  RIDGEWAY (1981)
 ON0909
 ON0909                         *CURRENT SURVEY CONTROL
 ON0909  ___________________________________________________________________
 ON0909* NAD 83(1996)-  43 17 04.29453(N)    091 55 19.45217(W)     ADJUSTED  
 ON0909* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 ON0909  ___________________________________________________________________
 ON0909  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 ON0909  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ON0909
 ON0909  HORZ ORDER  -  THIRD
 ON0909
 ON0909.The horizontal coordinates were established by classical geodetic methods
 ON0909.and adjusted by the National Geodetic Survey in May 1999..
 ON0909.No horizontal observational check was made to the station.
 ON0909
 ON0909.The orthometric height was scaled from a topographic map.
 ON0909
 ON0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0909
 ON0909.The geoid height was determined by GEOID03.
 ON0909
 ON0909;                    North         East     Units Scale Factor Converg.
 ON0909;SPC IA N     - 1,199,421.403 1,628,063.645   MT  1.00000331   +1 04 10.0
 ON0909;UTM  15      - 4,792,975.807   587,454.122   MT  0.99969408   +0 44 20.8
 ON0909
 ON0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0909!SPC IA N     -   0.99994639  x   1.00000331  =   0.99994970
 ON0909!UTM  15      -   0.99994639  x   0.99969408  =   0.99964049
 ON0909
 ON0909|---------------------------------------------------------------------|
 ON0909| PID    Reference Object                     Distance      Geod. Az  |
 ON0909|                                                           dddmmss.s |
 ON0909| CI7343 WAY 2 RM 4                           19.114 METERS 08654     |
 ON0909| ON0885 CALMAR MUNICIPAL TANK               APPROX.12.0 KM 1573450.7 |
 ON0909| ON0904 WAY                                  28.675 METERS 18547     |
 ON0909| ON0910 WAY AZ MK                           APPROX. 0.9 KM 1854708.7 |
 ON0909| CI7342 WAY 2 RM 3                           17.611 METERS 27215     |
 ON0909| ON0906 MADISON CHURCH SPIRE                APPROX. 3.2 KM 3561747.4 |
 ON0909|---------------------------------------------------------------------|
 ON0909
 ON0909                          SUPERSEDED SURVEY CONTROL
 ON0909
 ON0909  NAD 83(1996)-  43 17 04.29453(N)    091 55 19.45217(W) AD(       ) 3
 ON0909  NAD 83(1986)-  43 17 04.28723(N)    091 55 19.45110(W) AD(       ) 3
 ON0909  NAD 27      -  43 17 04.39905(N)    091 55 18.87142(W) AD(       ) 3
 ON0909
 ON0909.Superseded values are not recommended for survey control.
 ON0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0909.See file dsdata.txt to determine how the superseded data were derived.
 ON0909
 ON0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8745492976(NAD 83)
 ON0909_MARKER: DS = TRIANGULATION STATION DISK
 ON0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0909_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON0909
 ON0909  HISTORY     - Date     Condition        Report By
 ON0909  HISTORY     - 1974     MONUMENTED       NGS
 ON0909
 ON0909                          STATION DESCRIPTION
 ON0909
 ON0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 ON0909'THE STATION IS LOCATED ABOUT 4 MILES EAST OF RIDGEWAY, ABOUT 8 MILES
 ON0909'SOUTHWEST OF DECORAH, IN THE SW 1/4 OF SEC. 21, T 98 N, R 9 W AND ON
 ON0909'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 9.
 ON0909'
 ON0909'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 52 AND STATE
 ON0909'HIGHWAY 9, ABOUT 1.3 MILES SOUTH OF DECORAH, GO WESTERLY ON HIGHWAY
 ON0909'9 FOR 6.1 MILES TO A SIDE ROAD ON THE RIGHT, CONTINUE WESTERLY ON
 ON0909'HIGHWAY 9 FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 ON0909'
 ON0909'THE STATION MARKS ARE STANDARD DISKS STAMPED WAY 2 1974.  THE
 ON0909'SURFACE DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 ON0909'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 126 FEET
 ON0909'NORTH OF THE CENTER OF HIGHWAY 9, AT HIGHWAY STATIONING 613+12 AND
 ON0909'3 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 ON0909'IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 ON0909'SURFACE.
 ON0909'
 ON0909'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WAY 2 NO 3 1974, CRIMPED
 ON0909'TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL PLATE BOLTED
 ON0909'AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND GRAVEL AND PROJECTS 2
 ON0909'INCHES ABOVE THE GROUND SURFACE.  IT IS 129 FEET NORTH OF THE
 ON0909'CENTER OF HIGHWAY 9 AND 0.7 FOOT EAST OF A METAL WITNESS POST.
 ON0909'
 ON0909'REFERENCE MARK 4 IS A STANDARD DISK STAMPED WAY 2 NO 4 1974, CRIMPED
 ON0909'TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL PLATE BOLTED
 ON0909'AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND GRAVEL AND IS FLUSH
 ON0909'WITH THE GROUND SURFACE.  IT IS 129 FEET NORTH OF THE CENTER OF
 ON0909'HIGHWAY 9 AND 1 FOOT WEST OF A METAL WITNESS POST.
 ON0909'
 ON0909'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WAY 1961, SET IN THE TOP
 ON0909'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE
 ON0909'THE GROUND SURFACE.  IT IS 31 FEET NORTHWEST OF THE GRAVELED ROAD AND
 ON0909'FIELD ROAD INTERSECTION, 3 FEET EAST OF A CORNER FENCE POST AND
 ON0909'2 FEET SOUTHEAST OF A METAL WITNESS POST.
 ON0909'
 ON0909'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 9 FOR
 ON0909'0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD
 ON0909'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0779 ***********************************************************************
 NK0779  DESIGNATION -  WEBPORT
 NK0779  PID         -  NK0779
 NK0779  STATE/COUNTY-  IA/HAMILTON
 NK0779  USGS QUAD   -  WEBSTER CITY (1978)
 NK0779
 NK0779                         *CURRENT SURVEY CONTROL
 NK0779  ___________________________________________________________________
 NK0779* NAD 83(1996)-  42 26 18.71744(N)    093 52 15.71746(W)     ADJUSTED  
 NK0779* NAVD 88     -       337.5    (meters)    1107.     (feet)  VERTCON   
 NK0779  ___________________________________________________________________
 NK0779  X           -    -318,279.756 (meters)                     COMP
 NK0779  Y           -  -4,703,740.017 (meters)                     COMP
 NK0779  Z           -   4,281,887.842 (meters)                     COMP
 NK0779  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 NK0779  ELLIP HEIGHT-         310.72  (meters)          (05/06/99) GPS OBS
 NK0779  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 NK0779
 NK0779  HORZ ORDER  -  THIRD
 NK0779  ELLP ORDER  -  FOURTH    CLASS I
 NK0779
 NK0779.This mark is at Webster City Municipal Airport (EBS)
 NK0779
 NK0779.The horizontal coordinates were established by GPS observations
 NK0779.and adjusted by the National Geodetic Survey in May 1999..
 NK0779
 NK0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0779
 NK0779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0779
 NK0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0779
 NK0779.The ellipsoidal height was determined by GPS observations
 NK0779.and is referenced to NAD 83.
 NK0779
 NK0779.The geoid height was determined by GEOID03.
 NK0779
 NK0779;                    North         East     Units Scale Factor Converg.
 NK0779;SPC IA N     - 1,104,315.472 1,469,473.153   MT  0.99995332   -0 15 05.3
 NK0779;UTM  15      - 4,698,835.341   428,360.308   MT  0.99966314   -0 35 16.1
 NK0779
 NK0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0779!SPC IA N     -   0.99995127  x   0.99995332  =   0.99990459
 NK0779!UTM  15      -   0.99995127  x   0.99966314  =   0.99961443
 NK0779
 NK0779:                Primary Azimuth Mark                     Grid Az
 NK0779:SPC IA N     -  WEBPORT AZ MK                            144 21 45.0
 NK0779:UTM  15      -  WEBPORT AZ MK                            144 41 55.8
 NK0779
 NK0779|---------------------------------------------------------------------|
 NK0779| PID    Reference Object                     Distance      Geod. Az  |
 NK0779|                                                           dddmmss.s |
 NK0779| NK0780 WEBPORT AZ MK                       APPROX. 0.9 KM 1440639.7 |
 NK0779|---------------------------------------------------------------------|
 NK0779
 NK0779                          SUPERSEDED SURVEY CONTROL
 NK0779
 NK0779  NAD 83(1996)-  42 26 18.71764(N)    093 52 15.71734(W) AD(       ) 3
 NK0779  NAD 83(1986)-  42 26 18.71821(N)    093 52 15.71310(W) AD(       ) 3
 NK0779  NGVD 29 (07/09/90)  337.5    (m)         1107.     (f) GPS OBS        
 NK0779
 NK0779.Superseded values are not recommended for survey control.
 NK0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0779.See file dsdata.txt to determine how the superseded data were derived.
 NK0779
 NK0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG2836098835(NAD 83)
 NK0779_MARKER: I = METAL ROD
 NK0779_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NK0779_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NK0779_STAMPING: WEBPORT 1989
 NK0779_MARK LOGO: NGS   
 NK0779_PROJECTION: FLUSH
 NK0779_MAGNETIC: I = MARKER IS A STEEL ROD
 NK0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0779+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NK0779_ROD/PIPE-DEPTH: 5.8  meters
 NK0779_SLEEVE-DEPTH  : 0.91 meters
 NK0779
 NK0779  HISTORY     - Date     Condition        Report By
 NK0779  HISTORY     - 1989     MONUMENTED       NGS
 NK0779  HISTORY     - 20040329 MARK NOT FOUND   JCLS
 NK0779
 NK0779                          STATION DESCRIPTION
 NK0779
 NK0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NK0779'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF WEBSTER, AT
 NK0779'THE WEBSTER CITY MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE ENTRANCE
 NK0779'RAMP AND RUNWAY.  OWNERSHIP--CITY OF WEBSTER, WEBSTER CITY, IA 50595,
 NK0779'PHONE (515) 832-3723.  THE AIRPORT MANAGER IS RALPH STORM.
 NK0779'TO REACH THE STATION FROM THE CITY MUNICIPAL BUILDING IN WEBSTER,
 NK0779'LOCATED AT THE JUNCTION OF OLD US HIGHWAY 20 (SECOND STREET) AND
 NK0779'SUPERIOR STREET, GO WEST ON SECOND STREET FOR 1.6 KM (1.00 MI) TO THE
 NK0779'JUNCTION OF COUNTY ROAD R 27.  TURN LEFT, SOUTH, ON COUNTY ROAD R 27
 NK0779'FOR 3.34 KM (2.10 MI) TO THE JUNCTION OF A GRAVEL ROAD RIGHT.  TURN
 NK0779'RIGHT ON THE GRAVEL ROAD FOR 3.05 KM (1.90 MI) TO THE AIRPORT ENTRANCE
 NK0779'ON THE LEFT.  TURN LEFT ON THE ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO
 NK0779'THE APRON.  CONTINUE AHEAD ON THE ENTRANCE RAMP FOR 0.3 KM (0.20 MI)
 NK0779'TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE LEFT.
 NK0779'THE STATION IS A PUNCH MARK IN TOP STAINLESS STEEL ROD DRIVEN INTO THE
 NK0779'GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP SURROUNDED BY
 NK0779'CONCRETE.  LOCATED 20.5 M (67.3 FT) NORTHEAST OF THE CENTER OF THE
 NK0779'RUNWAY, 12.60 M (41.3 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE
 NK0779'RAMP, 5.75 M (18.9 FT) EAST OF A RAMP BEACON LIGHT AND 5.85 M
 NK0779'(19.2 FT) EAST OF A FIBERGLASS WITNESS POST.
 NK0779'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NK0779'DESCRIBED BY M. L. MCCREADY.
 NK0779
 NK0779                          STATION RECOVERY (2004)
 NK0779
 NK0779'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NK0779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0780 ***********************************************************************
 NK0780  DESIGNATION -  WEBPORT AZ MK
 NK0780  PID         -  NK0780
 NK0780  STATE/COUNTY-  IA/HAMILTON
 NK0780  USGS QUAD   -  WEBSTER CITY (1978)
 NK0780
 NK0780                         *CURRENT SURVEY CONTROL
 NK0780  ___________________________________________________________________
 NK0780* NAD 83(1996)-  42 25 55.08262(N)    093 51 52.63210(W)     ADJUSTED  
 NK0780* NAVD 88     -       341.2    (meters)    1119.     (feet)  VERTCON   
 NK0780  ___________________________________________________________________
 NK0780  X           -    -317,786.659 (meters)                     COMP
 NK0780  Y           -  -4,704,269.331 (meters)                     COMP
 NK0780  Z           -   4,281,352.083 (meters)                     COMP
 NK0780  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 NK0780  ELLIP HEIGHT-         314.43  (meters)          (05/06/99) GPS OBS
 NK0780  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 NK0780
 NK0780  HORZ ORDER  -  THIRD
 NK0780  ELLP ORDER  -  FOURTH    CLASS I
 NK0780
 NK0780.This mark is at Webster City Municipal Airport (EBS)
 NK0780
 NK0780.The horizontal coordinates were established by GPS observations
 NK0780.and adjusted by the National Geodetic Survey in May 1999..
 NK0780
 NK0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0780
 NK0780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0780
 NK0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0780
 NK0780.The ellipsoidal height was determined by GPS observations
 NK0780.and is referenced to NAD 83.
 NK0780
 NK0780.The geoid height was determined by GEOID03.
 NK0780
 NK0780;                    North         East     Units Scale Factor Converg.
 NK0780;SPC IA N     - 1,103,583.941 1,469,997.604   MT  0.99995379   -0 14 49.6
 NK0780;UTM  15      - 4,698,100.958   428,880.305   MT  0.99966223   -0 35 00.2
 NK0780
 NK0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0780!SPC IA N     -   0.99995069  x   0.99995379  =   0.99990448
 NK0780!UTM  15      -   0.99995069  x   0.99966223  =   0.99961294
 NK0780
 NK0780:                Primary Azimuth Mark                     Grid Az
 NK0780:SPC IA N     -  WEBPORT                                  324 21 44.8
 NK0780:UTM  15      -  WEBPORT                                  324 41 55.4
 NK0780
 NK0780|---------------------------------------------------------------------|
 NK0780| PID    Reference Object                     Distance      Geod. Az  |
 NK0780|                                                           dddmmss.s |
 NK0780| NK0779 WEBPORT                             APPROX. 0.9 KM 3240655.2 |
 NK0780|---------------------------------------------------------------------|
 NK0780
 NK0780                          SUPERSEDED SURVEY CONTROL
 NK0780
 NK0780  NAD 83(1996)-  42 25 55.08276(N)    093 51 52.63199(W) AD(       ) 3
 NK0780  NAD 83(1986)-  42 25 55.08308(N)    093 51 52.62771(W) AD(       ) 3
 NK0780  NGVD 29 (07/09/90)  341.2    (m)         1119.     (f) GPS OBS        
 NK0780
 NK0780.Superseded values are not recommended for survey control.
 NK0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0780.See file dsdata.txt to determine how the superseded data were derived.
 NK0780
 NK0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG2888098101(NAD 83)
 NK0780_MARKER: I = METAL ROD
 NK0780_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NK0780_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NK0780_STAMPING: WEBPORT AZ MK 1989
 NK0780_MARK LOGO: NGS   
 NK0780_PROJECTION: FLUSH
 NK0780_MAGNETIC: I = MARKER IS A STEEL ROD
 NK0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0780+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NK0780_ROD/PIPE-DEPTH: 5.80 meters
 NK0780_SLEEVE-DEPTH  : 0.91 meters
 NK0780
 NK0780  HISTORY     - Date     Condition        Report By
 NK0780  HISTORY     - 1989     MONUMENTED       NGS
 NK0780  HISTORY     - 20040329 MARK NOT FOUND   JCLS
 NK0780
 NK0780                          STATION DESCRIPTION
 NK0780
 NK0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NK0780'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF WEBSTER
 NK0780'CITY, AT THE WEBSTER CITY MUNICIPAL AIRPORT AND ON THE NORTHWEST SIDE
 NK0780'OF THE TURN-AROUND FOR THE END OF RUNWAY 32.  OWNERSHIP--CITY OF
 NK0780'WEBSTER, WEBSTER CITY, IA 50595, PHONE (515) 832-3723.  THE AIRPORT
 NK0780'MANAGER IS RALPH STORM.
 NK0780'TO REACH THE STATION FROM THE CITY MUNICIPAL BUILDING IN WEBSTER CITY,
 NK0780'LOCATED AT THE JUNCTION OF OLD US HIGHWAY 20 (SECOND STREET) AND
 NK0780'SUPERIOR STREET, GO WEST ON SECOND STREET FOR 1.6 KM (1.00 MI) TO THE
 NK0780'JUNCTION OF COUNTY ROAD R 27.  TURN LEFT, SOUTH, ON COUNTY ROAD R 27
 NK0780'FOR 3.37 KM (2.10 MI) TO THE JUNCTION OF A GRAVEL ROAD RIGHT.  TURN
 NK0780'RIGHT, WEST, FOR 3.05 KM (1.90 MI) TO THE AIRPORT ENTRANCE ON THE
 NK0780'LEFT.  TURN LEFT, SOUTH, FOR 0.16 KM (0.10 MI) TO THE APRON.  CONTINUE
 NK0780'AHEAD FOR 0.3 KM (0.20 MI) ONTO THE ENTRANCE RAMP TO THE JUNCTION OF
 NK0780'THE RUNWAY.  TURN LEFT, SOUTHEAST, FOR 0.90 KM (0.55 MI) TO THE
 NK0780'TURN-AROUND AND THE MARK ON THE LEFT.
 NK0780'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NK0780'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 NK0780'SURROUNDED BY CONCRETE.  LOCATED ON THE NORTHWEST SIDE OF THE
 NK0780'TURN-AROUND AT THE END OF RUNWAY 32, 20.35 M (66.8 FT) WEST OF THE
 NK0780'NORTH CORNER OF THE TURN-AROUND, 19.15 M (62.8 FT) EAST-SOUTHEAST OF
 NK0780'THE FIRST RUNWAY BEACON LIGHT, 16.3 M (53.5 FT) NORTHEAST OF THE
 NK0780'CENTER OF THE RUNWAY, 6.0 M (19.7 FT) NORTHEAST OF A FIBERGLASS
 NK0780'WITNESS POST AND 5.55 M (18.2 FT) NORTH OF THE CURVED EDGE OF THE
 NK0780'TURN-AROUND.
 NK0780'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NK0780'DESCRIBED BY M. L. MCCREADY.
 NK0780
 NK0780                          STATION RECOVERY (2004)
 NK0780
 NK0780'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NK0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0795 ***********************************************************************
 OP0795  DESIGNATION -  WEBSTER
 OP0795  PID         -  OP0795
 OP0795  STATE/COUNTY-  IA/CLAY
 OP0795  USGS QUAD   -  EVERLY (1970)
 OP0795
 OP0795                         *CURRENT SURVEY CONTROL
 OP0795  ___________________________________________________________________
 OP0795* NAD 83(1996)-  43 11 00.66859(N)    095 20 54.25746(W)     ADJUSTED  
 OP0795* NAVD 88     -       433.6    (meters)    1423.     (feet)  VERTCON   
 OP0795  ___________________________________________________________________
 OP0795  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 OP0795  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 OP0795
 OP0795  HORZ ORDER  -  FIRST
 OP0795
 OP0795.The horizontal coordinates were established by classical geodetic methods
 OP0795.and adjusted by the National Geodetic Survey in May 1999..
 OP0795
 OP0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP0795
 OP0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0795
 OP0795.The geoid height was determined by GEOID03.
 OP0795
 OP0795;                    North         East     Units Scale Factor Converg.
 OP0795;SPC IA N     - 1,188,647.361 1,349,742.717   MT  0.99998587   -1 15 09.9
 OP0795;UTM  15      - 4,783,871.941   309,152.579   MT  1.00004807   -1 36 27.3
 OP0795
 OP0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0795!SPC IA N     -   0.99993643  x   0.99998587  =   0.99992230
 OP0795!UTM  15      -   0.99993643  x   1.00004807  =   0.99998449
 OP0795
 OP0795:                Primary Azimuth Mark                     Grid Az
 OP0795:SPC IA N     -  FOSTORIA SPENCER AREA TV MAST            058 50 42.3
 OP0795:UTM  15      -  FOSTORIA SPENCER AREA TV MAST            059 11 59.7
 OP0795
 OP0795|---------------------------------------------------------------------|
 OP0795| PID    Reference Object                     Distance      Geod. Az  |
 OP0795|                                                           dddmmss.s |
 OP0795| OP0783 FOSTORIA SPENCER AREA TV MAST       APPROX.15.2 KM 0573532.4 |
 OP0795| CO4815 WEBSTER AZ MK                                      0865824.5 |
 OP0795| OP0793 EVERLY CORN BELT PWR COOP MAST      APPROX. 8.0 KM 1093523.8 |
 OP0795| CO4816 WEBSTER RM 1                         18.881 METERS 14027     |
 OP0795| OP0794 EVERLY MUN TANK                     APPROX. 2.9 KM 1453231.0 |
 OP0795| OP0803 HARTLEY MUN TANK                    APPROX.10.6 KM 2670051.8 |
 OP0795| CO4817 WEBSTER RM 2                         18.975 METERS 31231     |
 OP0795|---------------------------------------------------------------------|
 OP0795
 OP0795                          SUPERSEDED SURVEY CONTROL
 OP0795
 OP0795  NAD 83(1996)-  43 11 00.66859(N)    095 20 54.25746(W) AD(       ) 1
 OP0795  NAD 83(1986)-  43 11 00.66569(N)    095 20 54.24753(W) AD(       ) 1
 OP0795  NAD 27      -  43 11 00.77020(N)    095 20 53.23444(W) AD(       ) 1
 OP0795  NGVD 29 (07/19/86)  433.4    (m)         1422.     (f) VERT ANG       
 OP0795
 OP0795.Superseded values are not recommended for survey control.
 OP0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0795.See file dsdata.txt to determine how the superseded data were derived.
 OP0795
 OP0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH0915383872(NAD 83)
 OP0795_MARKER: DS = TRIANGULATION STATION DISK
 OP0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0795_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0795
 OP0795  HISTORY     - Date     Condition        Report By
 OP0795  HISTORY     - 1971     MONUMENTED       NGS
 OP0795
 OP0795                          STATION DESCRIPTION
 OP0795
 OP0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0795'THE STATION IS LOCATED ABOUT 10 MILES WEST-NORTHWEST OF SPENCER,
 OP0795'6 MILES EAST OF HARTLEY, 1.5 MILES NORTHWEST OF EVERLY, IN THE
 OP0795'NORTHEAST CORNER OF SEC., 32, R 38 W., T 97 N, AND ON LAND
 OP0795'OWNED BY MR. EARL WEBSTER OF SPENCER, IOWA.  HIS BUSINESS
 OP0795'TELEPHONE NUMBER IS (515) 262-1206.
 OP0795'
 OP0795'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18 AND
 OP0795'71 ABOUT 2 MILES NORTH OF SPENCER GO WEST ON U.S. HIGHWAY 18
 OP0795'FOR 8.7 MILES TO A CROSSROAD, COUNTY ROAD 170.  CONTINUE WEST
 OP0795'ON THE HIGHWAY FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OP0795'CONTINUE WEST ON THE HIGHWAY FOR 0.5 MILE TO A CROSSROAD AND
 OP0795'THE STATION IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 OP0795'
 OP0795'THE STATION MARKS ARE STANDARD DISKS STAMPED WEBSTER 1971.
 OP0795'THE SURFACE DISK IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP0795'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 92
 OP0795'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 18, 73 FEET WEST
 OP0795'OF THE CENTER OF A GRAVELED ROAD, 63 FEET SOUTHWEST OF A FENCE
 OP0795'CORNER AND 63 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN
 OP0795'ATTACHED.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 OP0795'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 OP0795'
 OP0795'REFERENCE MARK 1, A STANDARD DISK STAMPED WEBSTER NO 1 1971,
 OP0795'IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OP0795'IS FLUSH WITH THE GROUND SURFACE.  IT IS 36 FEET SOUTH-SOUTHWEST
 OP0795'OF A POWERLINE POLE, 24 FEET WEST OF THE CENTER OF THE GRAVELED
 OP0795'ROAD AND 1 FOOT WEST OF A NORTH SOUTH WIRE FENCE.
 OP0795'
 OP0795'REFERENCE MARK 2, A STANDARD DISK STAMPED WEBSTER NO 2 1971,
 OP0795'IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OP0795'IS FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET SOUTH OF THE
 OP0795'CENTERLINE OF HIGHWAY 18, 22.5 FEET WEST-SOUTHWEST OF A TELEPHONE
 OP0795'POLE AND 1 FOOT SOUTH OF A EAST-WEST WIRE FENCE AND 1 FOOT EAST
 OP0795'OF THE METAL WITNESS POST.
 OP0795'
 OP0795'THE AZIMUTH MARK, A STANDARD DISK STAMPED WEBSTER 1971, IS SET
 OP0795'IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 OP0795'2 INCHES.  IT IS 48 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 OP0795'3 FEET WEST OF A POWERLINE POLE, 2.8 FEET SOUTH OF THE NORTH
 OP0795'RIGHT-OF-WAY FENCE AND 2.8 FEET EAST-SOUTHEAST OF A METAL WITNESS
 OP0795'POST WITH SIGN ATTACHED.
 OP0795'
 OP0795'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0507 ***********************************************************************
 MH0507  DESIGNATION -  WEBSTER
 MH0507  PID         -  MH0507
 MH0507  STATE/COUNTY-  IA/KEOKUK
 MH0507  USGS QUAD   -  KESWICK (1965)
 MH0507
 MH0507                         *CURRENT SURVEY CONTROL
 MH0507  ___________________________________________________________________
 MH0507* NAD 83(1996)-  41 27 04.79088(N)    092 07 51.45977(W)     ADJUSTED  
 MH0507* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 MH0507  ___________________________________________________________________
 MH0507  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 MH0507  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 MH0507
 MH0507  HORZ ORDER  -  FIRST
 MH0507
 MH0507.The horizontal coordinates were established by classical geodetic methods
 MH0507.and adjusted by the National Geodetic Survey in May 1999..
 MH0507
 MH0507.The orthometric height was scaled from a topographic map.
 MH0507
 MH0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0507
 MH0507.The geoid height was determined by GEOID03.
 MH0507
 MH0507;                    North         East     Units Scale Factor Converg.
 MH0507;SPC IA S     -   162,069.913   614,385.509   MT  0.99995790   +0 54 06.4
 MH0507;UTM  15      - 4,589,225.459   572,587.026   MT  0.99966484   +0 34 31.1
 MH0507
 MH0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0507!SPC IA S     -   0.99996429  x   0.99995790  =   0.99992220
 MH0507!UTM  15      -   0.99996429  x   0.99966484  =   0.99962915
 MH0507
 MH0507:                Primary Azimuth Mark                     Grid Az
 MH0507:SPC IA S     -  OMAHA CHI AWY BCN E OF PARNELL           042 22 26.2
 MH0507:UTM  15      -  OMAHA CHI AWY BCN E OF PARNELL           042 42 01.5
 MH0507
 MH0507|---------------------------------------------------------------------|
 MH0507| PID    Reference Object                     Distance      Geod. Az  |
 MH0507|                                                           dddmmss.s |
 MH0507| MG0901 OMAHA CHI AWY BCN E OF PARNELL      APPROX.20.1 KM 0431632.6 |
 MH0507| CM2568 WEBSTER AZ MK                                      0783913.5 |
 MH0507| MG0860 NIRA                                APPROX.13.8 KM 0952123.1 |
 MH0507| MG0857 KEOTA MUNICIPAL TANK                APPROX.18.0 KM 1234641.2 |
 MH0507| MH0504 HARPER NAT GAS PLINE OF AM TK       APPROX.12.3 KM 1492655.5 |
 MH0507| CM2569 WEBSTER RM 1                         31.199 METERS 17645     |
 MH0507| CM2570 WEBSTER RM 2                         40.462 METERS 25704     |
 MH0507| MH0470 OMAHA AWY BCN WSW MILLERSBURG       APPROX.14.6 KM 3360259.9 |
 MH0507|---------------------------------------------------------------------|
 MH0507
 MH0507                          SUPERSEDED SURVEY CONTROL
 MH0507
 MH0507  NAD 83(1986)-  41 27 04.79469(N)    092 07 51.47103(W) AD(       ) 1
 MH0507  NAD 27      -  41 27 04.75770(N)    092 07 50.82610(W) AD(       ) 1
 MH0507
 MH0507.Superseded values are not recommended for survey control.
 MH0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0507.See file dsdata.txt to determine how the superseded data were derived.
 MH0507
 MH0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF7258789225(NAD 83)
 MH0507_MARKER: DS = TRIANGULATION STATION DISK
 MH0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0507_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0507
 MH0507  HISTORY     - Date     Condition        Report By
 MH0507  HISTORY     - 1934     MONUMENTED       CGS
 MH0507  HISTORY     - 1964     GOOD             USGS
 MH0507
 MH0507                          STATION DESCRIPTION
 MH0507
 MH0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0507'STATION IS ABOUT 2-1/4 MILES W OF SOUTH ENGLISH, 2 MILES
 MH0507'NE OF WEBSTER IN NE 1/4 SEC. 28, T 77 N, R 11 W.  THE MARK
 MH0507'IS SET ON THE HIGH EMBANKMENT ON THE N EDGE OF THE RIGHT-OF-WAY
 MH0507'OF STATE HIGHWAY 149, ABOUT 150 YARDS E OF CROSSROADS, 150
 MH0507'FEET N OF THE N RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL,
 MH0507'AND PACIFIC RAILROAD, 60 FEET N OF THE CENTER LINE OF THE
 MH0507'ROAD, ABOUT 100 YARDS W OF A LARGE CONCRETE CULVERT, 1 FOOT
 MH0507'E OF THE RIGHT-OF-WAY FENCE LINE.  MARK PROJECTS 5 INCHES.
 MH0507'
 MH0507'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MH0507'BRONZE DISKS SET IN CONCRETE.
 MH0507'
 MH0507'REFERENCE MARK NO. 1 IS S OF THE STATION, 42 FEET S OF THE
 MH0507'CENTER LINE OF THE ROAD, 47 FEET N OF THE N RAIL, 2 FEET S
 MH0507'OF THE RIGHT-OF WAY FENCE AND PROJECTS 5 INCHES.
 MH0507'
 MH0507'REFERENCE MARK NO. 2 IS W OF THE STATION ON THE N EDGE OF THE
 MH0507'HIGHWAY RIGHT-OF-WAY, 59-1/2 FEET N OF THE CENTER LINE OF THE
 MH0507'ROAD, 1 FOOT S OF THE FENCE LINE, AND PROJECTS 8 INCHES.
 MH0507'
 MH0507'AZIMUTH MARK IS E OF THE STATION, 62-1/2 FEET S OF THE CENTER
 MH0507'LINE OF HIGHWAY 149, 25 FEET NW OF THE CENTER OF A 4-FOOT
 MH0507'POPLAR TREE, ABOUT 120 FEET NORMAL TO THE CURVE OF THE RAILROAD,
 MH0507'ON THE S EDGE OF THE RIGHT-OF-WAY OF THE HIGHWAY.  MARK
 MH0507'PROJECTS 5 INCHES.
 MH0507'
 MH0507'TO REACH FROM THE WEBSTER SCHOOLHOUSE GO NE ON STATE HIGHWAY
 MH0507'149 FOR 2 MILES TO THE STATION ON THE N EDGE OF THE RIGHT-OF-WAY.
 MH0507'
 MH0507'ALL LIGHTS CAME INTO VIEW AT 60 FEET.
 MH0507
 MH0507                          STATION RECOVERY (1964)
 MH0507
 MH0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MH0507'STATION AND REFERENCE MARKS 1 AND 2 FOUND AS DESCRIBED AND
 MH0507'IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION--RIGHT-OF-WAY
 MH0507'FENCE ON S. SIDE OF ROAD HAS BEEN REMOVED.  AZIMUTH MARK NOT
 MH0507'FOUND.
 MH0507'
 MH0507'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NE 1/4
 MH0507'SEC. 28, T-77N., R-11W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0435 ***********************************************************************
 NK0435  DESIGNATION -  WEBSTER CITY FIRE STA
 NK0435  PID         -  NK0435
 NK0435  STATE/COUNTY-  IA/HAMILTON
 NK0435  USGS QUAD   -  WEBSTER CITY (1978)
 NK0435
 NK0435                         *CURRENT SURVEY CONTROL
 NK0435  ___________________________________________________________________
 NK0435* NAD 83(1986)-  42 27 59.     (N)    093 49 16.     (W)     SCALED    
 NK0435* NAVD 88     -       319.415  (meters)    1047.95   (feet)  ADJUSTED  
 NK0435  ___________________________________________________________________
 NK0435  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 NK0435  DYNAMIC HT  -         319.341 (meters)    1047.70  (feet)  COMP
 NK0435  MODELED GRAV-     980,379.4   (mgal)                       NAVD 88
 NK0435
 NK0435  VERT ORDER  -  SECOND    CLASS 0
 NK0435
 NK0435.The horizontal coordinates were scaled from a topographic map and have
 NK0435.an estimated accuracy of +/- 6 seconds.
 NK0435
 NK0435.The orthometric height was determined by differential leveling
 NK0435.and adjusted by the National Geodetic Survey in June 1991..
 NK0435
 NK0435.The geoid height was determined by GEOID03.
 NK0435
 NK0435.The dynamic height is computed by dividing the NAVD 88
 NK0435.geopotential number by the normal gravity value computed on the
 NK0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0435.degrees latitude (g = 980.6199 gals.).
 NK0435
 NK0435.The modeled gravity was interpolated from observed gravity values.
 NK0435
 NK0435;                    North         East    Units  Estimated Accuracy
 NK0435;SPC IA N     - 1,107,390.    1,473,590.      MT  (+/- 180 meters Scaled)
 NK0435
 NK0435                          SUPERSEDED SURVEY CONTROL
 NK0435
 NK0435  NGVD 29 (??/??/92)  319.421  (m)         1047.97   (f) ADJ UNCH    2 0
 NK0435
 NK0435.Superseded values are not recommended for survey control.
 NK0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0435.See file dsdata.txt to determine how the superseded data were derived.
 NK0435
 NK0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH324018(NAD 83)
 NK0435_MARKER: DB = BENCH MARK DISK
 NK0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0435_SP_SET: BUILDING
 NK0435_STAMPING: WEBSTER CITY 1934
 NK0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NK0435+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 NK0435
 NK0435  HISTORY     - Date     Condition        Report By
 NK0435  HISTORY     - 1934     MONUMENTED       CGS
 NK0435  HISTORY     - 1942     GOOD             NGS
 NK0435  HISTORY     - 1965     GOOD             IA8880
 NK0435  HISTORY     - 20060413 GOOD             IADT
 NK0435
 NK0435                          STATION DESCRIPTION
 NK0435
 NK0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NK0435'AT WEBSTER CITY.
 NK0435'AT WEBSTER CITY, AT THE NO. 1 FIRE STATION, IN THE FACE OF THE
 NK0435'NORTHWEST CORNER OF THE BUILDING, AND 1 FOOT FROM THE SIDEWALK.
 NK0435'A STANDARD DISK, STAMPED WEBSTER CITY 1934 AND SET VERTICALLY.
 NK0435
 NK0435                          STATION RECOVERY (1965)
 NK0435
 NK0435'RECOVERY NOTE BY CITY OF WEBSTER CITY IOWA 1965
 NK0435'RECOVERED IN GOOD CONDITION.
 NK0435
 NK0435                          STATION RECOVERY (2006)
 NK0435
 NK0435'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2006 (NMM)
 NK0435'RECOVERED AS DESCIBED WITH ADDITIONAL INFORMATION. THE BUILDING IS NO
 NK0435'LONGER USED AS A FIRE STATION. THE ADDRESS IS 814 DES MOINES ST. THE
 NK0435'BUILDING ABUTS THE SOUTH LINE OF AN ALLEY BETWEEN DIVISION ST. AND
 NK0435'FIRST ST. THE MARK IS 1 FOOT SOUTH OF THE NORTHWEST CORNER OF THE
 NK0435'BUILDING AND 4 INCHES ABOVE THE SIDEWALK ON THE EAST SIDE OF DES
 NK0435'MOINES ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0437 ***********************************************************************
 NK0437  DESIGNATION -  WEBSTER CITY STANDARD
 NK0437  PID         -  NK0437
 NK0437  STATE/COUNTY-  IA/HAMILTON
 NK0437  USGS QUAD   -  WEBSTER CITY (1978)
 NK0437
 NK0437                         *CURRENT SURVEY CONTROL
 NK0437  ___________________________________________________________________
 NK0437* NAD 83(1986)-  42 27 59.     (N)    093 49 16.     (W)     SCALED    
 NK0437* NAVD 88     -       321.574  (meters)    1055.03   (feet)  ADJUSTED  
 NK0437  ___________________________________________________________________
 NK0437  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 NK0437  DYNAMIC HT  -         321.500 (meters)    1054.79  (feet)  COMP
 NK0437  MODELED GRAV-     980,379.4   (mgal)                       NAVD 88
 NK0437
 NK0437  VERT ORDER  -  SECOND    CLASS 0
 NK0437
 NK0437.The horizontal coordinates were scaled from a topographic map and have
 NK0437.an estimated accuracy of +/- 6 seconds.
 NK0437
 NK0437.The orthometric height was determined by differential leveling
 NK0437.and adjusted by the National Geodetic Survey in June 1991..
 NK0437
 NK0437.The geoid height was determined by GEOID03.
 NK0437
 NK0437.The dynamic height is computed by dividing the NAVD 88
 NK0437.geopotential number by the normal gravity value computed on the
 NK0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0437.degrees latitude (g = 980.6199 gals.).
 NK0437
 NK0437.The modeled gravity was interpolated from observed gravity values.
 NK0437
 NK0437;                    North         East    Units  Estimated Accuracy
 NK0437;SPC IA N     - 1,107,390.    1,473,590.      MT  (+/- 180 meters Scaled)
 NK0437
 NK0437                          SUPERSEDED SURVEY CONTROL
 NK0437
 NK0437  NGVD 29 (??/??/92)  321.581  (m)         1055.05   (f) ADJ UNCH    2 0
 NK0437
 NK0437.Superseded values are not recommended for survey control.
 NK0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0437.See file dsdata.txt to determine how the superseded data were derived.
 NK0437
 NK0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH324018(NAD 83)
 NK0437_MARKER: P = PIPE CAP
 NK0437_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NK0437_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NK0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0437
 NK0437  HISTORY     - Date     Condition        Report By
 NK0437  HISTORY     - UNK      MONUMENTED       CGS
 NK0437  HISTORY     - 1934     GOOD             NGS
 NK0437  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0437
 NK0437                          STATION DESCRIPTION
 NK0437
 NK0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0437'AT WEBSTER CITY.
 NK0437'AT WEBSTER CITY, 3 FEET NORTH OF BENCH MARK WEBSTER CITY NEAR
 NK0437'THE COURTHOUSE, DESCRIBED IMMEDIATELY ABOVE, 107 FEET NORTHEAST
 NK0437'OF THE NORTHEAST CORNER OF THE COURTHOUSE, IN FRONT OF THE HIGH
 NK0437'SCHOOL, 70.5 FEET SOUTH OF THE NORTH CURB OF BANK STREET, AND
 NK0437'5.9 FEET WEST OF THE WEST CURB OF DES MOINES STREET.  A
 NK0437'MONEL-METAL RIVET SURMOUNTED BY AN IRON PIPE.
 NK0437
 NK0437                          STATION RECOVERY (1974)
 NK0437
 NK0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0626 ***********************************************************************
 NK0626  DESIGNATION -  WEFEL
 NK0626  PID         -  NK0626
 NK0626  STATE/COUNTY-  IA/BUTLER
 NK0626  USGS QUAD   -  PLAINFIELD (1971)
 NK0626
 NK0626                         *CURRENT SURVEY CONTROL
 NK0626  ___________________________________________________________________
 NK0626* NAD 83(1996)-  42 49 08.03511(N)    092 34 09.97386(W)     ADJUSTED  
 NK0626* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 NK0626  ___________________________________________________________________
 NK0626  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 NK0626  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 NK0626
 NK0626  HORZ ORDER  -  FIRST
 NK0626
 NK0626.The horizontal coordinates were established by classical geodetic methods
 NK0626.and adjusted by the National Geodetic Survey in May 1999..
 NK0626
 NK0626.The orthometric height was scaled from a topographic map.
 NK0626
 NK0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0626
 NK0626.The geoid height was determined by GEOID03.
 NK0626
 NK0626;                    North         East     Units Scale Factor Converg.
 NK0626;SPC IA N     - 1,146,918.231 1,576,096.032   MT  0.99994884   +0 37 50.5
 NK0626;UTM  15      - 4,740,794.006   535,197.384   MT  0.99961524   +0 17 33.5
 NK0626
 NK0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0626!SPC IA N     -   0.99995555  x   0.99994884  =   0.99990439
 NK0626!UTM  15      -   0.99995555  x   0.99961524  =   0.99957080
 NK0626
 NK0626:                Primary Azimuth Mark                     Grid Az
 NK0626:SPC IA N     -  ST JOHNS EVAN LUTH CH SPIRE              068 59 44.5
 NK0626:UTM  15      -  ST JOHNS EVAN LUTH CH SPIRE              069 20 01.5
 NK0626
 NK0626|---------------------------------------------------------------------|
 NK0626| PID    Reference Object                     Distance      Geod. Az  |
 NK0626|                                                           dddmmss.s |
 NK0626| NK0513 ST JOHNS EVAN LUTH CH SPIRE         APPROX.14.1 KM 0693735.0 |
 NK0626| CI6512 WEFEL RM 1                           22.382 METERS 07845     |
 NK0626| CI7347 WEFEL AZ MK                                        0954217.8 |
 NK0626| NK0503 WAVERLY MUNICIPAL TANK              APPROX.13.7 KM 1375915.0 |
 NK0626| NK0505 WAVERLY CARNATION MILK CO STK       APPROX.12.6 KM 1394445.0 |
 NK0626| NK0504 WAVERLY ST PAULS EVAN LUTH CH       APPROX.12.8 KM 1420124.7 |
 NK0626| CI6513 WEFEL RM 2                           31.428 METERS 14348     |
 NK0626| NK0636 SHELL ROCK MUNICIPAL TANK           APPROX.12.0 KM 1852016.4 |
 NK0626| NK0627 CLARKSVILLE CITY WATER TANK         APPROX. 9.0 KM 2445400.0 |
 NK0626| NK0657 GREENE WATER TANK                   APPROX.20.8 KM 2951747.9 |
 NK0626|---------------------------------------------------------------------|
 NK0626
 NK0626                          SUPERSEDED SURVEY CONTROL
 NK0626
 NK0626  NAD 83(1996)-  42 49 08.03505(N)    092 34 09.97402(W) AD(       ) 1
 NK0626  NAD 83(1986)-  42 49 08.02855(N)    092 34 09.97022(W) AD(       ) 1
 NK0626  NAD 27      -  42 49 08.10300(N)    092 34 09.28400(W) AD(       ) 1
 NK0626
 NK0626.Superseded values are not recommended for survey control.
 NK0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0626.See file dsdata.txt to determine how the superseded data were derived.
 NK0626
 NK0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH3519740794(NAD 83)
 NK0626_MARKER: DS = TRIANGULATION STATION DISK
 NK0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0626
 NK0626  HISTORY     - Date     Condition        Report By
 NK0626  HISTORY     - 1935     MONUMENTED       CGS
 NK0626  HISTORY     - 1938     GOOD             CGS
 NK0626  HISTORY     - 1963     GOOD             CGS
 NK0626
 NK0626                          STATION DESCRIPTION
 NK0626
 NK0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NK0626'THIS STATION IS ABOUT 2-1/2 MILES SW OF PLAINFIELD, ABOUT
 NK0626'8 MILES NW OF WAVERLY, AND ABOUT 5-1/2 MILES NE OF CLARKSVILLE,
 NK0626'IN THE SE 1/4 OF SEC. 36, T 93 N, R 15 W, ON LAND OWNED AND
 NK0626'OCCUPIED BY MRS. BERTHA WEFEL.  THE STATION MARK IS IN YARD
 NK0626'BACK OF THE HOUSE, 95.5 FEET N OF NE CORNER OF CONCRETE
 NK0626'HOUSE FOUNDATION, 112.8 FEET NW OF THE NW CORNER OF BRICK
 NK0626'MILK HOUSE, 73.5 FEET W OF SW CORNER OF CORN CRIB.  THE
 NK0626'MARK IS FLUSH WITH THE GROUND.
 NK0626'
 NK0626'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0626'BRONZE DISKS SET IN CONCRETE.
 NK0626'
 NK0626'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT W OF W SIDE
 NK0626'OF CORN CRIB, 13 FEET S OF NW CORNER OF CORN CRIB.  THE
 NK0626'MARK IS FLUSH WITH THE GROUND.  REFERENCE MARK NO. 2 IS SE
 NK0626'OF THE STATION, SET FLUSH IN A DRILL HOLE IN SLAB OF CONCRETE
 NK0626'UNDER WINDMILL, 12.1 FEET N OF NW CORNER OF MILK HOUSE, 59
 NK0626'FEET ENE OF NE CORNER OF CONCRETE HOUSE FOUNDATION.  THE
 NK0626'DISTANCE BETWEEN THE REFERENCE MARKS IS 98.18 FEET.
 NK0626'
 NK0626'THE AZIMUTH MARK IS E OF THE STATION AT S SIDE OF DIRT ROAD,
 NK0626'0.3 MILE W OF FIRST CROSSROADS W OF THE STATION, 6 INCHES
 NK0626'N OF S RIGHT-OF-WAY FENCE LINE, 3 FEET W OF W GATEPOST OF
 NK0626'GATE OPENING INTO FIELD, 33 FEET S OF CENTER LINE OF ROAD.
 NK0626'
 NK0626'TO REACH THE STATION FROM THE JUNCTION OF IOWA 10 AND U.S.
 NK0626'HIGHWAY 218 AT THE W EDGE OF WAVERLY GO N ON U.S. HIGHWAY
 NK0626'218 8.1 MILES TO CROSSROADS, THENCE W ON DIRT 1.75 MILES TO
 NK0626'WEFEL HOUSE AND STATION N SIDE OF ROAD.
 NK0626'
 NK0626'THERE ARE NO OBJECTS VISIBLE FROM GROUND SUITABLE FOR AZIMUTH.
 NK0626'
 NK0626'A 100-FOOT SIGNAL AT BRANDT IS VISIBLE AT 64 FEET.
 NK0626'
 NK0626'A 100-FOOT SIGNAL AT DETTMER IS VISIBLE AT 90 FEET.
 NK0626'
 NK0626'A 100-FOOT SIGNAL AT WAVERLY IS VISIBLE AT 64 FEET.
 NK0626
 NK0626                          STATION RECOVERY (1938)
 NK0626
 NK0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NK0626'THIS STATION IS ABOUT 2-1/2 MILES SW OF PLAINFIELD, ABOUT
 NK0626'8 MILES NW OF WAVERLY, AND ABOUT 5-1/2 MILES NE OF CLARKSVILLE,
 NK0626'IN THE SE 1/4 OF SEC. 36, T 93 N, R 15 W, ON LAND OWNED AND
 NK0626'OCCUPIED BY MRS. BERTHA WEFEL.  THE STATION MARK IS IN THE
 NK0626'YARD BACK OF THE HOUSE, 95.5 FEET N OF THE NE CORNER OF THE
 NK0626'CONCRETE HOUSE FOUNDATION, 112.8 FEET NW OF THE NW CORNER OF
 NK0626'THE BRICK MILK HOUSE, 73.5 FEET W OF SW CORNER OF CORN CRIB,
 NK0626'26 FEET E OF GARAGE, 31 FEET S OF CHICKEN HOUSE AND 106
 NK0626'FEET NW BY N OF THE WINDMILL AND PUMP.  THE MARK IS FLUSH
 NK0626'WITH SURFACE AND STAMPED WEFEL 1935.  TO REACH THE STATION
 NK0626'FROM JUNCTION OF IOWA 10 AND U.S. HIGHWAY 218 AT THE W
 NK0626'EDGE OF WAVERLY GO N ON U.S. HIGHWAY 218 FOR 8.1 MILES TO
 NK0626'CROSSROADS, THENCE W ON DIRT FOR 1.75 MILES TO WEFEL HOUSE AND
 NK0626'STATION ON N SIDE OF THE ROAD.  TO REACH FROM CLARKSVILLE
 NK0626'GO E ON GRAVEL ROAD ABOUT 5-1/4 MILES TO CROSS ROAD AT
 NK0626'SCHOOL ON NW, THENCE LEFT ON DIRT 3.0 MILES TO CROSS
 NK0626'ROAD, THENCE RIGHT ON DIRT ROAD 0.25 MILE TO WEFEL HOUSE AND
 NK0626'STATION.
 NK0626'
 NK0626'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT W OF W SIDE
 NK0626'OF CORN CRIB, 13 FEET S OF NW CORNER OF CRIB.  MARK IS FLUSH
 NK0626'WITH GROUND AND STAMPED WEFEL NO. 1 1935.  REFERENCE MARK NO.
 NK0626'2 IS SE OF THE STATION, SET FLUSH IN A DRILL HOLE IN SLAB OF
 NK0626'CONCRETE UNDER THE WINDMILL, 12.1 FEET N OF NW CORNER OF MILK
 NK0626'HOUSE, 59 FEET ENE OF NE CORNER OF CONCRETE HOUSE FOUNDATION.
 NK0626'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 98.18 FEET.
 NK0626'
 NK0626'THE AZIMUTH MARK IS 0.5 MILE E OF STATION ON S SIDE OF DIRT
 NK0626'ROAD, 0.3 MILE W OF FIRST CROSSROADS E OF THE STATION, 6
 NK0626'INCHES N OF S RIGHT-OF-WAY FENCE LINE, 3 FEET W OF W GATEPOST
 NK0626'OF GATE OPENING INTO FIELD, 33 FEET S OF CENTER LINE OF ROAD,
 NK0626'87 FEET E OF POWER LINE POLE NO. 37, STAMPED WEFEL 1935, 3
 NK0626'INCHES ABOVE GROUND.
 NK0626'
 NK0626'THERE ARE NO OBJECTS VISIBLE FROM THE GROUND WHICH ARE SUITABLE
 NK0626'FOR AN AZIMUTH.
 NK0626'
 NK0626'A 100-FOOT SIGNAL AT BRANDT IS VISIBLE AT 64 FEET.
 NK0626'
 NK0626'A 100-FOOT SIGNAL AT DETTMER IS VISIBLE AT 90 FEET.
 NK0626'
 NK0626'A 100-FOOT SIGNAL AT WAVERLY IS VISIBLE AT 64 FEET.
 NK0626'
 NK0626'A 100-FOOT SIGNAL AT BEST IS VISIBLE AT 77 FEET.
 NK0626'
 NK0626'A 100-FOOT SIGNAL AT BROCKA IS VISIBLE AT 90 FEET.
 NK0626'
 NK0626'A 77-FOOT SIGNAL AT MARTIN IS VISIBLE AT 64 FEET.
 NK0626
 NK0626                          STATION RECOVERY (1963)
 NK0626
 NK0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 NK0626'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING--A
 NK0626'CHICKEN HOUSE HAS BEEN BUILT ON LINE BETWEEN THE STATION
 NK0626'AND R.M. NO 1.  THE WINDMILL IS TO BE TAKEN DOWN IN THE NEAR
 NK0626'FUTURE AND R.M. NO 2 WILL PROBABLY BE LOST.  THE STATION MARK
 NK0626'IS IN THE FARM LOT AND IS JUST UNDER THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0476 ***********************************************************************
 NK0476  DESIGNATION -  WEIHE
 NK0476  PID         -  NK0476
 NK0476  STATE/COUNTY-  IA/BREMER
 NK0476  USGS QUAD   -  SUMNER SW (1971)
 NK0476
 NK0476                         *CURRENT SURVEY CONTROL
 NK0476  ___________________________________________________________________
 NK0476* NAD 83(1996)-  42 46 49.68957(N)    092 09 44.08133(W)     ADJUSTED  
 NK0476* NAVD 88     -       321.     (meters)    1053.     (feet)  SCALED    
 NK0476  ___________________________________________________________________
 NK0476  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 NK0476  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 NK0476
 NK0476  HORZ ORDER  -  FIRST
 NK0476
 NK0476.The horizontal coordinates were established by classical geodetic methods
 NK0476.and adjusted by the National Geodetic Survey in May 1999..
 NK0476
 NK0476.The orthometric height was scaled from a topographic map.
 NK0476
 NK0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0476
 NK0476.The geoid height was determined by GEOID03.
 NK0476
 NK0476;                    North         East     Units Scale Factor Converg.
 NK0476;SPC IA N     - 1,143,096.633 1,609,459.054   MT  0.99994730   +0 54 24.0
 NK0476;UTM  15      - 4,736,777.035   568,526.833   MT  0.99965777   +0 34 08.5
 NK0476
 NK0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0476!SPC IA N     -   0.99995451  x   0.99994730  =   0.99990181
 NK0476!UTM  15      -   0.99995451  x   0.99965777  =   0.99961230
 NK0476
 NK0476:                Primary Azimuth Mark                     Grid Az
 NK0476:SPC IA N     -  SUMNER MUNICIPAL TANK                    034 53 04.0
 NK0476:UTM  15      -  SUMNER MUNICIPAL TANK                    035 13 19.5
 NK0476
 NK0476|---------------------------------------------------------------------|
 NK0476| PID    Reference Object                     Distance      Geod. Az  |
 NK0476|                                                           dddmmss.s |
 NK0476| NK0473 SUMNER MUNICIPAL TANK               APPROX. 9.1 KM 0354728.0 |
 NK0476| NK0475 SUMNER ST JOHNS LUTH CH SPIRE       APPROX. 9.3 KM 0365728.2 |
 NK0476| CI6516 WEIHE RM 1                           35.218 METERS 05957     |
 NK0476| NJ0843 WESTGATE MUNICIPAL TANK             APPROX.13.8 KM 0953941.8 |
 NK0476| NK0484 READLYN ZION LUTHERAN CH SPIRE      APPROX. 9.9 KM 2085825.5 |
 NK0476| NK0483 READLYN MUNICIPAL TANK              APPROX. 9.9 KM 2111245.8 |
 NK0476| NK0486 READLYN ST PAULS LUTH CH SPIRE      APPROX.10.0 KM 2112622.6 |
 NK0476| NK0485 ST MATTHEWS LUTHERAN CH SPIRE       APPROX. 9.1 KM 2165403.7 |
 NK0476| NK0512 BREMER COUNTY FARM TANK             APPROX.13.4 KM 2630211.5 |
 NK0476| CI6515 WEIHE AZ MK RESET                                  2694738.7 |
 NK0476| CI6514 WEIHE AZ MK                                        2731346.6 |
 NK0476| NK0510 TRIPOLI MUNICIPAL TANK              APPROX. 8.6 KM 2932818.1 |
 NK0476| CI6517 WEIHE RM 2                           31.310 METERS 30246     |
 NK0476|---------------------------------------------------------------------|
 NK0476
 NK0476                          SUPERSEDED SURVEY CONTROL
 NK0476
 NK0476  NAD 83(1996)-  42 46 49.68922(N)    092 09 44.08125(W) AD(       ) 1
 NK0476  NAD 83(1986)-  42 46 49.68161(N)    092 09 44.08164(W) AD(       ) 1
 NK0476  NAD 27      -  42 46 49.74780(N)    092 09 43.44780(W) AD(       ) 1
 NK0476
 NK0476.Superseded values are not recommended for survey control.
 NK0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0476.See file dsdata.txt to determine how the superseded data were derived.
 NK0476
 NK0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH6852736777(NAD 83)
 NK0476_MARKER: DS = TRIANGULATION STATION DISK
 NK0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0476_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NK0476
 NK0476  HISTORY     - Date     Condition        Report By
 NK0476  HISTORY     - 1934     MONUMENTED       CGS
 NK0476  HISTORY     - 1935     GOOD             CGS
 NK0476  HISTORY     - 1961     GOOD             CGS
 NK0476  HISTORY     - 1969     GOOD             USGS
 NK0476
 NK0476                          STATION DESCRIPTION
 NK0476
 NK0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NK0476'STATION IS ABOUT 5-1/2 MILES SW OF SUMNER, IN SE 1/4, SEC. 17,
 NK0476'T 92 N, R 11 W, ON LAND OWNED BY H.H. WEIHE.  THE MARK IS SET
 NK0476'1 FOOT S OF FENCE LINE ON THE S EDGE OF THE RIGHT-OF-WAY OF
 NK0476'E-W ROAD, 28 FEET S OF CENTER LINE OF ROAD, 0.1 MILE W OF
 NK0476'T-INTERSECTION WITH ROAD LEADING N AND S.  IT PROJECTS 4 INCHES.
 NK0476'
 NK0476'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NK0476'BRONZE DISKS SET IN CONCRETE.
 NK0476'
 NK0476'REFERENCE MARK NO. 1 IS NE OF THE STATION IN FENCE LINE ON N
 NK0476'EDGE OF THE RIGHT-OF-WAY, 31 FEET N OF CENTER LINE OF ROAD.  THE
 NK0476'MARK PROJECTS 8 INCHES.
 NK0476'
 NK0476'REFERENCE MARK NO. 2 IS NW OF THE STATION IN FENCE LINE ON
 NK0476'N EDGE OF THE RIGHT-OF-WAY, 31 FEET N OF CENTER LINE OF ROAD.
 NK0476'THE MARK PROJECTS 8 INCHES.
 NK0476'
 NK0476'AZIMUTH MARK IS APPROXIMATELY 0.95 MILE W OF THE STATION, ABOUT
 NK0476'0.05 MILE N OF T-INTERSECTION WITH E-W ROAD, 31 FEET E OF CENTER
 NK0476'LINE OF ROAD, 1 FOOT E OF E EDGE OF RIGHT-OF-WAY.  THE MARK
 NK0476'PROJECTS 14 INCHES.
 NK0476'
 NK0476'TO REACH FROM SUMNER, GO W ON STATE HIGHWAY 93, 2.2 MILES TO
 NK0476'GRAVEL CROSSROADS, THEN S 3.0 MILES, THEN W 1.0 MILE TO
 NK0476'CREAMERY, THEN S 1.5 MILES TO T-ROAD LEADING W.  STATION IS
 NK0476'APPROXIMATELY 0.1 MILE W.
 NK0476'
 NK0476'ALL LIGHTS CAME INTO VIEW AT 35 FEET.
 NK0476
 NK0476                          STATION RECOVERY (1935)
 NK0476
 NK0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NK0476'STATION WAS FOUND AS DESCRIBED AND ALL MARKS ARE IN GOOD
 NK0476'CONDITION.  REFERENCE MARK FAILED TO CHECK THE OLD DIRECTION
 NK0476'BY TWO MINUTES.
 NK0476
 NK0476                          STATION RECOVERY (1961)
 NK0476
 NK0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NK0476'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 NK0476'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND SHOULD
 NK0476'BE CONSIDERED LOST.  A NEW AZIMUTH MARK WAS SET AT THIS TIME.
 NK0476'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS CHECKED.
 NK0476'A COMPLETE NEW DESCRIPTION FOLLOWS.
 NK0476'
 NK0476'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF SUMNER,
 NK0476'ABOUT 9 MILES EAST OF WESTGATE, IN THE NE 1/4 OF SEC. 17,
 NK0476'T. 92 N., R. 11 W., AND ON THE ROAD RIGHT-OF-WAY.  IT IS
 NK0476'430 FEET WEST OF A T-ROAD INTERSECTION, 79 FEET SOUTHEAST OF A
 NK0476'POWER POLE, 31 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD,
 NK0476'AND 9 FEET NORTH OF A WIRE FENCE AND A WITNESS POST.  THE
 NK0476'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED WEIHE 1934.
 NK0476'
 NK0476'TO REACH THE STATION FROM THE INTERSECTION OF RAILROAD STREET
 NK0476'AND STATE HIGHWAY 93 (FIRST STREET) IN SUMNER, GO WEST ON
 NK0476'STATE HIGHWAY 93 FOR 2.15 MILES TO A CROSSROAD.  TURN LEFT AND
 NK0476'GO SOUTH ON A GRAVELED ROAD FOR 3.15 MILES TO A SIDE ROAD RIGHT.
 NK0476'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO A
 NK0476'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 NK0476'1.55 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A
 NK0476'GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 NK0476'
 NK0476'TO REACH THE AZIMUTH FROM THE STATION, CONTINUE WEST ON A GRAVELED
 NK0476'ROAD FOR 0.9 MILE TO A T-ROAD AND AZIMUTH MARK STRAIGHT AHEAD.
 NK0476'
 NK0476'REFERENCE MARK 1 IS 120 FEET NORTHEAST OF A WITNESS POST, 33
 NK0476'NORTH OF THE CENTERLINE OF A GRAVELED ROAD, AND 1 FOOT NORTH
 NK0476'OF A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 NK0476'STAMPED WEIHE NO 1 1934.
 NK0476'
 NK0476'REFERENCE MARK 2 IS 106 FEET NORTHWEST OF A WITNESS POST, 32
 NK0476'FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 31 FEET WEST
 NK0476'OF A POWER POLE, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT
 NK0476'PROJECTS 4 INCHES AND THE DISK IS STAMPED WEIHE NO 2 1934.
 NK0476'
 NK0476'THE AZIMUTH MARK IS 33 FEET WEST OF A T-ROAD INTERSECTION,
 NK0476'2 FEET SOUTH OF A WITNESS POST, 2 FEET NORTH OF A LARGE CONCRETE
 NK0476'POST, AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS
 NK0476'2 INCHES AND THE DISK IS STAMPED WEIHE 1934 RESET 1961.
 NK0476'
 NK0476'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NK0476
 NK0476                          STATION RECOVERY (1969)
 NK0476
 NK0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 NK0476'STATION MARK AND ALL OTHER SURFACE MARKS FOUND IN GOOD CONDITION
 NK0476'AS DESCRIBED IN THE 1961 DESCRIPTION.
 NK0476'
 NK0476'MEASUREMENTS CHECKED O.K.
 NK0476'
 NK0476'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0465 ***********************************************************************
 MH0465  DESIGNATION -  WELCH
 MH0465  PID         -  MH0465
 MH0465  STATE/COUNTY-  IA/IOWA
 MH0465  USGS QUAD   -  WILLIAMSBURG (1968)
 MH0465
 MH0465                         *CURRENT SURVEY CONTROL
 MH0465  ___________________________________________________________________
 MH0465* NAD 83(1996)-  41 37 47.44944(N)    092 04 38.75517(W)     ADJUSTED  
 MH0465* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 MH0465  ___________________________________________________________________
 MH0465  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 MH0465  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MH0465
 MH0465  HORZ ORDER  -  FIRST
 MH0465
 MH0465.The horizontal coordinates were established by classical geodetic methods
 MH0465.and adjusted by the National Geodetic Survey in May 1999..
 MH0465
 MH0465.The orthometric height was scaled from a topographic map.
 MH0465
 MH0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0465
 MH0465.The geoid height was determined by GEOID03.
 MH0465
 MH0465;                    North         East     Units Scale Factor Converg.
 MH0465;SPC IA S     -   181,965.160   618,533.328   MT  0.99997635   +0 56 13.4
 MH0465;UTM  15      - 4,609,090.919   576,846.475   MT  0.99967267   +0 36 46.5
 MH0465
 MH0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0465!SPC IA S     -   0.99996225  x   0.99997635  =   0.99993860
 MH0465!UTM  15      -   0.99996225  x   0.99967267  =   0.99963493
 MH0465
 MH0465:                Primary Azimuth Mark                     Grid Az
 MH0465:SPC IA S     -  WELCH AZ MK 2                            112 04 45.9
 MH0465:UTM  15      -  WELCH AZ MK 2                            112 24 12.8
 MH0465
 MH0465|---------------------------------------------------------------------|
 MH0465| PID    Reference Object                     Distance      Geod. Az  |
 MH0465|                                                           dddmmss.s |
 MH0465| AH2292 WELCH AZ MK 2                       APPROX. 1.0 KM 1130059.3 |
 MH0465| CM2572 WELCH RM 1                           50.810 METERS 12108     |
 MH0465| DF3566 WELCH RM 5                           37.146 METERS 14121     |
 MH0465| CM2573 WELCH RM 2                           28.944 METERS 19633     |
 MH0465| CM2575 WELCH RM 4                           32.160 METERS 19959     |
 MH0465| CM2571 WELCH AZ MK                                        2674213.7 |
 MH0465|---------------------------------------------------------------------|
 MH0465
 MH0465                          SUPERSEDED SURVEY CONTROL
 MH0465
 MH0465  NAD 83(1986)-  41 37 47.45356(N)    092 04 38.76426(W) AD(       ) 1
 MH0465  NAD 27      -  41 37 47.42610(N)    092 04 38.11910(W) AD(       ) 1
 MH0465
 MH0465.Superseded values are not recommended for survey control.
 MH0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0465.See file dsdata.txt to determine how the superseded data were derived.
 MH0465
 MH0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7684609091(NAD 83)
 MH0465_MARKER: DS = TRIANGULATION STATION DISK
 MH0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0465_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0465_STAMPING: WELCH 1934
 MH0465_MARK LOGO: CGS   
 MH0465_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MH0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0465+STABILITY: SURFACE MOTION
 MH0465
 MH0465  HISTORY     - Date     Condition        Report By
 MH0465  HISTORY     - 1934     MONUMENTED       CGS
 MH0465  HISTORY     - 1961     GOOD             CGS
 MH0465  HISTORY     - 1968     GOOD             USGS
 MH0465  HISTORY     - 19820615 GOOD             NGS
 MH0465  HISTORY     - 19940511 GOOD             USGS
 MH0465
 MH0465                          STATION DESCRIPTION
 MH0465
 MH0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0465'STATION IS ABOUT 4 MILES SW OF WILLIAMSBURG.  IN THE SW 1/4,
 MH0465'SEC. 24, T 79 N, R 11 W.  ON LAND OWNED BY MR. S.C. WELSH
 MH0465'(NOTE DIFFERENCE IN SPELLING).  THE MARK IS IN THE W EDGE OF A
 MH0465'SMALL GROVE OF OAKS ON THE N SIDE OF AN E-W ROAD.  64 FEET
 MH0465'N OF THE CENTER LINE OF THE ROAD.  16 FEET N OF THE MOST
 MH0465'SOUTHWESTERLY OAK.  56 FEET WNW OF THE MOST SOUTHEASTERLY
 MH0465'OAK.  AND PROJECTS 2 INCHES.
 MH0465'
 MH0465'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MH0465'BRONZE DISKS SET IN CONCRETE CYLINDERS.
 MH0465'
 MH0465'REFERENCE MARK NO. 1 IS SE OF THE STATION.  1 FOOT N OF THE
 MH0465'S RIGHT-OF-WAY FENCE OF THE ROAD.  169.79 FEET E OF REFERENCE
 MH0465'MARK NO. 2.  AND PROJECTS 6 INCHES.
 MH0465'
 MH0465'REFERENCE MARK NO. 2 IS SSW OF THE STATION.  1 FOOT N OF THE
 MH0465'S RIGHT-OF-WAY FENCE OF THE ROAD.  AND PROJECTS 6 INCHES.
 MH0465'
 MH0465'AZIMUTH MARK IS W OF THE STATION.  70 FEET N OF THE CENTER LINE
 MH0465'OF THE E-W ROAD.  1 FOOT E OF A N-S FENCE.  AND PROJECTS 3
 MH0465'INCHES.
 MH0465'
 MH0465'TO REACH FROM WILLIAMSBURG, GO W ON COUNTY ROUTE W 3 MILES,
 MH0465'TURN S ON COUNTY ROUTE C, GO 2 MILES, TURN W, AND GO 0.6 MILE
 MH0465'TO THE STATION.
 MH0465'
 MH0465'NO PROMINENT OBJECTS VISIBLE FROM THE GROUND.
 MH0465'
 MH0465'ALL LIGHTS CAME INTO VIEW AT 65 FEET.
 MH0465
 MH0465                          STATION RECOVERY (1961)
 MH0465
 MH0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 MH0465'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MH0465'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE TWO
 MH0465'REFERENCE MARKS, SO THEY WERE MOVED.  A LARGE PILE OF TREES
 MH0465'WERE LEFT ON LINE BETWEEN THE STATION AND THE AZIMUTH MARKS SO NO
 MH0465'ANGLES WERE TURNED AT THIS TIME.  A COMPLETE DESCRIPTION FOLLOWS.
 MH0465'
 MH0465'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF WILLIAMSBURG
 MH0465'IN THE SW 1/4 OF SEC. 24, T 79 N., R 11 W. IN PASTURE LAND
 MH0465'JUST WEST OF A FEW OAK TREES, 90 FEET WEST OF A NORTH-SOUTH
 MH0465'FENCE, 66 FEET NORTH OF THE CENTER OF A GRADED AND GRAVEL ROAD,
 MH0465'30 FEET WEST OF A 14-INCH OAK TREE, AND 1 FOOT WEST OF A STEEL
 MH0465'WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 MH0465'AND THE DISK IS STAMPED WELCH 1934.
 MH0465'
 MH0465'TO REACH THE STATION FROM THE SQUARE IN WILLIAMSBURG, GO WEST
 MH0465'FROM THE SOUTHWEST CORNER ON COUNTY ROAD W FOR 3.0 MILES TO THE
 MH0465'JUNCTION OF COUNTY ROAD C.  TURN LEFT AND GO SOUTH ON COUNTY
 MH0465'ROAD C FOR 2.0 MILES TO A ROAD RIGHT.  TURN RIGHT AND GO WEST ON
 MH0465'GRADED ROAD FOR 0.6 MILE TO OAK TREE ON RIGHT AND THE STATION
 MH0465'AS DESCRIBED.
 MH0465'
 MH0465'REFERENCE MARK NO. 3 IS 122.03 FEET SOUTHEAST OF THE STATION
 MH0465'AND 32 FEET SOUTH OF THE CENTER OF GRADED ROAD.  THE MARK PROJECTS
 MH0465'6 INCHES AND THE DISK IS STAMPED WELCH NO 3 1934.
 MH0465'
 MH0465'REFERENCE MARK NO. 4 IS 105.77 FEET SOUTHWEST OF THE STATION,
 MH0465'82 FEET EAST-NORTHEAST OF A NORTHEAST FENCE CORNER, AND 32 FEET
 MH0465'SOUTH OF THE CENTER OF A GRADED ROAD.  THE MARK PROJECTS 6
 MH0465'INCHES AND THE DISK IS STAMPED WELCH NO 4 1934.
 MH0465'
 MH0465'THE MEASURED DISTANCE BETWEEN THE REFERENCE MARK NO. 3 AND
 MH0465'REFERENCE MARK NO. 4 IS 112.25 FEET.
 MH0465'
 MH0465'AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, 54 FEET NORTH OF
 MH0465'THE CENTER OF A GRADED ROAD, AND 1 FOOT EAST OF A FENCE LINE.
 MH0465'THE MARK PROJECTS 4 INCHES AND THE DISK STAMPED WELCH 1934.
 MH0465'
 MH0465'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRADED
 MH0465'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MH0465
 MH0465                          STATION RECOVERY (1968)
 MH0465
 MH0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MH0465'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MH0465
 MH0465                          STATION RECOVERY (1982)
 MH0465
 MH0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 MH0465'THE SURFACE STATION MARK AND REFERENCE MARK 4 WERE RECOVERED.
 MH0465'REFERENCE MARK 3 WAS FOUND DESTROYED.  THE AZIMUTH MARK WAS SEARCHED
 MH0465'FOR BUT NOT FOUND AND WOULD NO LONGER BE GROUND VISIBLE IF IT IS STILL
 MH0465'THERE.  A REFERENCE MARK 4 AND AN AZIMUTH MARK 2 WERE ESTABLISHED.  NO
 MH0465'DATA WAS AVAILABLE TO CHECK THE DIRECTION TO REFERENCE MARK 4.  THE
 MH0465'DISTANCE TO THE MARK WAS 0.26 FT (7.92 CM) SHORTER THAN 1961 DATA.
 MH0465'THERE HAS BEEN DITCH MAINTENANCE NEAR THE MARK.  BECAUSE OF TREES NEAR
 MH0465'THE STATION MARK, A POLARIS OBSERVATION WAS TAKEN AT THE NEW AZIMUTH
 MH0465'MARK TO THE STATION.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE STATION
 MH0465'IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTHWEST OF WILLIAMSBURG, IN THE
 MH0465'SW1/4, SEC24, T79N, R11W, IN A SMALL TREE COVERED CLEARING IN THE
 MH0465'SOUTH EDGE OF A CULTIVATED FIELD AND ON PROPERTY OWNED BY JEFF WELCH,
 MH0465'RURAL ROUTE 3, WILLIAMSBURG, IOWA 52361.  TELEPHONE 668-2886.  TO
 MH0465'REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 MH0465'WILLIAMSBURG, GO WEST ON A PAVED STREET FOR 4.83 KM (3.00 MI) TO THE
 MH0465'JUNCTION WITH COUNTY ROAD V 66. TURN LEFT AND GO SOUTH ON ROAD V 66
 MH0465'FOR 3.21 KM (2.00 MI) TO A GRADED ROAD ON THE RIGHT.  TURN RIGHT AND
 MH0465'GO WEST FOR 0.97 KM (0.60 MI) TO THE STATION ON THE RIGHT IN A SMALL
 MH0465'GLADE.  THE STATION IS A STANDARD CGS DISK STAMPED --- WELCH 1934 ---
 MH0465'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 36 CM IN DIAMETER
 MH0465'RECESSED 2 CM BELOW THE GROUND. LOCATED 28.3 METERS (92.8 FT)
 MH0465'WEST-NORTHWEST FROM THE WEST GATE POST OF THE FIELD ENTRANCE GATE,
 MH0465'20.1 METERS (65.9 FT) NORTH FROM THE CENTER OF THE ROAD AND 6.13
 MH0465'METERS (20.11 FT) NORTH FROM A WITNESS POST IN THE FENCE LINE.
 MH0465'REFERENCE MARK NO 4 IS A STANDARD CGS DISK STAMPED --- WELCH NO 4 1934
 MH0465'--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 MH0465'PROJECTING 30 CM ABOVE THE GROUND. LOCATED 46.0 METERS (150.9 FT)
 MH0465'SOUTHWEST FROM THE WEST GATE POST AND 10.0 METERS (32.8 FT) SOUTH FROM
 MH0465'THE CENTERLINE OF THE ROAD. REFERENCE MARK NO 5 IS A STANDARD NGS DISK
 MH0465'STAMPED --- WELCH 1934 NO 5 1982 --- SET INTO THE TOP OF A ROUND
 MH0465'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 10 CM ABOVE THE GROUND.
 MH0465'LOCATED 23.6 METERS (77.4 FT) SOUTH-SOUTHWEST FROM THE WEST GATE POST
 MH0465'OF THE GATE AND 9.8 METERS (32.2 FT) SOUTH FROM THE CENTERLINE OF THE
 MH0465'ROAD.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED --- WELCH 1934
 MH0465'NO 2 1982 --- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 MH0465'DIAMETER PROJECTING 8 CM ABOVE THE GROUND.  LOCATED 14.2 METERS (46.6
 MH0465'FT) WEST FROM THE CENTERLINE OF COUNTY ROAD V 66, 6.46 METERS (21.19
 MH0465'FT) NORTH FROM A POWERLINE POLE WITH A TRANSFORMER AT A T-FENCE, 0.43
 MH0465'METERS (1.41 FT) SOUTH FROM A WITNESS POST AND 0.37 METERS (1.21 FT)
 MH0465'EAST FROM A NORTH/SOUTH FENCE.  TO REACH THE AZIMUTH MARK FROM THE
 MH0465'STATION, GO EAST ON THE GRADED ROAD FOR 0.97 KM (0.60 MI) TO ROAD V
 MH0465'66.  TURN RIGHT AND GO SOUTH FOR 0.40 KM (0.25 MI) TO THE MARK ON THE
 MH0465'RIGHT AT A DOUBLE FIELD ENTRANCE.
 MH0465
 MH0465                          STATION RECOVERY (1994)
 MH0465
 MH0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (KRL)
 MH0465'STATION FOUND IN GOOD CONDITION -RMS WERE NOT LOOKED FOR.  STATION IS
 MH0465'NOW 20.5 FEET (6.2 M) NORTH OF WITNESS POST, 0.25 FT (7.62 CM) BELOW
 MH0465'GROUND - POST HAS BEEN MOVED SINCE 1968.  STATION IS ON 260TH ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2292 ***********************************************************************
 AH2292  DESIGNATION -  WELCH AZ MK 2
 AH2292  PID         -  AH2292
 AH2292  STATE/COUNTY-  IA/IOWA
 AH2292  USGS QUAD   -  WILLIAMSBURG (1968)
 AH2292
 AH2292                         *CURRENT SURVEY CONTROL
 AH2292  ___________________________________________________________________
 AH2292* NAD 83(1996)-  41 37 34.56106(N)    092 03 58.32614(W)     ADJUSTED  
 AH2292* NAVD 88     -       272.0    (meters)     892.     (feet)  VERTCON   
 AH2292  ___________________________________________________________________
 AH2292  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AH2292  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 AH2292
 AH2292  HORZ ORDER  -  THIRD
 AH2292
 AH2292.The horizontal coordinates were established by classical geodetic methods
 AH2292.and adjusted by the National Geodetic Survey in January 2003..
 AH2292
 AH2292.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2292
 AH2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2292
 AH2292.The geoid height was determined by GEOID03.
 AH2292
 AH2292;                    North         East     Units Scale Factor Converg.
 AH2292;SPC IA S     -   181,582.959   619,475.544   MT  0.99997589   +0 56 40.0
 AH2292;UTM  15      - 4,608,703.511   577,786.229   MT  0.99967446   +0 37 13.2
 AH2292
 AH2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2292!SPC IA S     -   0.99996240  x   0.99997589  =   0.99993829
 AH2292!UTM  15      -   0.99996240  x   0.99967446  =   0.99963687
 AH2292
 AH2292                          SUPERSEDED SURVEY CONTROL
 AH2292
 AH2292  NGVD 29 (01/21/03)  272.0    (m)          892.     (f) VERT ANG       
 AH2292
 AH2292.Superseded values are not recommended for survey control.
 AH2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2292.See file dsdata.txt to determine how the superseded data were derived.
 AH2292
 AH2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG7778608704(NAD 83)
 AH2292_MARKER: DZ = AZIMUTH MARK DISK
 AH2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2292_STAMPING: WELCH 1934 NO 2 1982
 AH2292_MARK LOGO: NGS   
 AH2292_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2292+STABILITY: SURFACE MOTION
 AH2292
 AH2292  HISTORY     - Date     Condition        Report By
 AH2292  HISTORY     - 1982     MONUMENTED       NGS
 AH2292
 AH2292                          STATION DESCRIPTION
 AH2292
 AH2292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AH2292'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF WILLIAMSBURG
 AH2292'AND ON THE WEST RIGHT-OF-WAY OF IOWA COUNTY ROAD V 66.  TO REACH THE
 AH2292'STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN WILLIAMSBURG, GO
 AH2292'WEST ON A PAVED ROAD FOR 4.83 KM (3.00 MI) TO THE JUNCTION WITH COUNTY
 AH2292'ROAD V 66.  TURN LEFT AND GO SOUTH ON ROAD V 66 FOR 3.62 KM (2.25 MI)
 AH2292'TO THE STATION ON THE RIGHT, AT A T-FENCE CORNER AND TWO ADJACENT
 AH2292'FIELD ENTRANCES.  THE STATION IS A STANDARD NGS AZ MK DISK STAMPED ---
 AH2292'WELCH 1934 NO 2 1982 --- SET INTO THE TOP OF A 12-INCH ROUND CONCRETE
 AH2292'POST THAT PROJECTS 8 CM ABOVE THE GROUND.  IT IS 14.2 M (46.6 FT) WEST
 AH2292'FROM THE CENTERLINE OF THE ROAD, 6.46 M (21.19 FT) NORTH FROM A
 AH2292'POWERLINE POLE WITH A TRANSFORMER AT A T-FENCE CORNER, 0.43 M (1.41
 AH2292'FT) SOUTH OF A WITNESS POST AND 0.37 M (1.21 FT) EAST OF A NORTH/SOUTH
 AH2292'FENCE.  THE UNDERGROUND DISK IS STAMPED --- WELCH 1934 NO 2 1982 ---
 AH2292'AND IS SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 M (3.6 FT) BELOW THE
 AH2292'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0853 ***********************************************************************
 MG0853  DESIGNATION -  WELLMAN MUNICIPAL TANK
 MG0853  PID         -  MG0853
 MG0853  STATE/COUNTY-  IA/WASHINGTON
 MG0853  USGS QUAD   -  WELLMAN (1973)
 MG0853
 MG0853                         *CURRENT SURVEY CONTROL
 MG0853  ___________________________________________________________________
 MG0853* NAD 83(1996)-  41 28 10.31046(N)    091 50 10.99546(W)     ADJUSTED  
 MG0853* NAVD 88     -                                                        
 MG0853  ___________________________________________________________________
 MG0853  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 MG0853  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 MG0853
 MG0853  HORZ ORDER  -  THIRD
 MG0853
 MG0853.The horizontal coordinates were established by classical geodetic methods
 MG0853.and adjusted by the National Geodetic Survey in May 1999..
 MG0853
 MG0853
 MG0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0853
 MG0853.The geoid height was determined by GEOID03.
 MG0853
 MG0853;                    North         East     Units Scale Factor Converg.
 MG0853;SPC IA S     -   164,519.835   638,956.224   MT  0.99995934   +1 05 45.0
 MG0853;UTM  15      - 4,591,534.984   597,164.654   MT  0.99971618   +0 46 14.3
 MG0853
 MG0853                          SUPERSEDED SURVEY CONTROL
 MG0853
 MG0853  NAD 83(1986)-  41 28 10.31232(N)    091 50 11.00625(W) AD(       ) 4
 MG0853  NAD 27      -  41 28 10.27100(N)    091 50 10.40100(W) AD(       ) 3
 MG0853
 MG0853.Superseded values are not recommended for survey control.
 MG0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0853.See file dsdata.txt to determine how the superseded data were derived.
 MG0853
 MG0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF9716591535(NAD 83)
 MG0853_MARKER: 53 = ELEVATED TANK
 MG0853
 MG0853  HISTORY     - Date     Condition        Report By
 MG0853  HISTORY     - 1934     FIRST OBSERVED   CGS
 MG0853
 MG0853                          STATION DESCRIPTION
 MG0853
 MG0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MG0853'STATION IS A TANK, TALL, SLIM, BLACK, AND IN NORTHERN PART
 MG0853'OF TOWN OF WELLMAN.  IT IS ABOUT 125 FEET NW OF THE NW CORNER
 MG0853'OF THE WELLMAN PUBLIC SCHOOL, A 2 1/2-STORY BRICK STRUCTURE.
 MG0853'TANK HAS BALL ON THE TOP.  TANK IS ABOUT 90 FEET TALL AND
 MG0853'QUITE PROMINENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0847 ***********************************************************************
 NL0847  DESIGNATION -  WERNIMONT
 NL0847  PID         -  NL0847
 NL0847  STATE/COUNTY-  IA/CARROLL
 NL0847  USGS QUAD   -  BREDA (1980)
 NL0847
 NL0847                         *CURRENT SURVEY CONTROL
 NL0847  ___________________________________________________________________
 NL0847* NAD 83(1996)-  42 12 29.15571(N)    094 52 41.33618(W)     ADJUSTED  
 NL0847* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 NL0847  ___________________________________________________________________
 NL0847  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 NL0847  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 NL0847
 NL0847  HORZ ORDER  -  FIRST
 NL0847
 NL0847.The horizontal coordinates were established by classical geodetic methods
 NL0847.and adjusted by the National Geodetic Survey in May 1999..
 NL0847
 NL0847.The orthometric height was scaled from a topographic map.
 NL0847
 NL0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0847
 NL0847.The geoid height was determined by GEOID03.
 NL0847
 NL0847;                    North         East     Units Scale Factor Converg.
 NL0847;SPC IA N     - 1,079,580.520 1,386,199.705   MT  0.99997734   -0 56 02.5
 NL0847;UTM  15      - 4,674,589.100   344,961.234   MT  0.99989576   -1 15 43.3
 NL0847
 NL0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0847!SPC IA N     -   0.99994118  x   0.99997734  =   0.99991852
 NL0847!UTM  15      -   0.99994118  x   0.99989576  =   0.99983695
 NL0847
 NL0847:                Primary Azimuth Mark                     Grid Az
 NL0847:SPC IA N     -  WERNIMONT AZ MK                          001 22 56.9
 NL0847:UTM  15      -  WERNIMONT AZ MK                          001 42 37.7
 NL0847
 NL0847|---------------------------------------------------------------------|
 NL0847| PID    Reference Object                     Distance      Geod. Az  |
 NL0847|                                                           dddmmss.s |
 NL0847| CI6523 WERNIMONT AZ MK                                    0002654.4 |
 NL0847| NL0852 AUBURN MUNICIPAL TANK               APPROX. 4.8 KM 0042418.7 |
 NL0847| CI6525 WERNIMONT RM 1                       88.087 METERS 02939     |
 NL0847| NL0819 LAKE CITY MUNICIPAL TANK            APPROX.13.6 KM 0601919.4 |
 NL0847| NL0820 LAKE CITY MUNICIPAL STANDPIPE       APPROX.13.6 KM 0602339.8 |
 NL0847| CI6526 WERNIMONT RM 2                       59.954 METERS 13418     |
 NL0847| NL0832 LIDDERDALE IMM LUTH CH SPIRE        APPROX.11.9 KM 1384103.6 |
 NL0847| NL0829 GLIDDEN MUNICIPAL TANK              APPROX.20.4 KM 1441055.0 |
 NL0847| NL0844 BREDA CH OF BLESS VIRGIN MARY       APPROX. 6.6 KM 2020603.8 |
 NL0847| NL0845 BREDA MUNICIPAL TANK                APPROX. 9.1 KM 2512625.0 |
 NL0847| NL0846 BREDA ST BERNARDS CHURCH            APPROX. 8.6 KM 2512807.6 |
 NL0847| CI6524 WERNIMONT AZ MK 2                                  3120120.8 |
 NL0847| NL0854 ST PETERS EV LUTH CH SPIRE          APPROX.16.3 KM 3570748.2 |
 NL0847|---------------------------------------------------------------------|
 NL0847
 NL0847                          SUPERSEDED SURVEY CONTROL
 NL0847
 NL0847  NAD 83(1986)-  42 12 29.15267(N)    094 52 41.33877(W) AD(       ) 1
 NL0847  NAD 27      -  42 12 29.21200(N)    094 52 40.39000(W) AD(       ) 1
 NL0847
 NL0847.Superseded values are not recommended for survey control.
 NL0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0847.See file dsdata.txt to determine how the superseded data were derived.
 NL0847
 NL0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG4496174589(NAD 83)
 NL0847_MARKER: DS = TRIANGULATION STATION DISK
 NL0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0847
 NL0847  HISTORY     - Date     Condition        Report By
 NL0847  HISTORY     - 1934     MONUMENTED       CGS
 NL0847  HISTORY     - 1950     GOOD             CGS
 NL0847
 NL0847                          STATION DESCRIPTION
 NL0847
 NL0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0847'THIS STATION IS ABOUT 3 MILES S OF AUBURN, ABOUT 9-1/2 MILES
 NL0847'N OF CARROLL, AND ABOUT 5-1/2 MILES N OF E OF BREDA.  IN THE NE
 NL0847'1/4 SECTION 2, T 85 N, R 35 W, ON LAND OWNED AND OCCUPIED BY
 NL0847'HELEN WERNIMONT AND OTHERS.  THE STATION MARK IS ABOUT 100 YARDS S
 NL0847'OF COUNTY LINE.  IN THE E AND W FENCE LINE.  25 FEET W OF
 NL0847'RIGHT-OF-WAY FENCE.  70 FEET W OF CENTER LINE OF U.S. HIGHWAY
 NL0847'71.  THE MARK IS 12 INCHES UNDERGROUND.  THE WERNIMONT HOUSE IS
 NL0847'75 YARDS S.
 NL0847'
 NL0847'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NL0847'BRONZE DISKS SET IN CONCRETE.
 NL0847'
 NL0847'REFERENCE MARK NO. 1 IS NE OF THE STATION, 60 FEET E OF THE
 NL0847'CENTER LINE OF U.S. HIGHWAY 71, AND 1 FOOT E OF FENCE LINE.  THE
 NL0847'MARK PROJECTS 2 INCHES.
 NL0847'
 NL0847'REFERENCE MARK NO. 2 IS SE OF STATION, 60 FEET E OF CENTER
 NL0847'LINE OF U.S. HIGHWAY 71, AND 1 FOOT E OF THE FENCE LINE.  THE
 NL0847'DISTANCE BETWEEN THE REFERENCE MARKS IS 388.55 FEET.
 NL0847'
 NL0847'THE AZIMUTH MARK IS N OF THE STATION IN SE CORNER OF SCHOOL
 NL0847'LOT.  140 FEET SE OF SE CORNER OF FRAME SCHOOL BUILDING.  45 FEET
 NL0847'W OF CENTER LINE OF U.S. HIGHWAY 71.  27 FEET N OF CENTER LINE
 NL0847'OF GRAVEL ROAD.  51 FEET NW OF INTERSECTION OF CENTER LINES, AND
 NL0847'12 FEET E OF A 10-INCH MAPLE TREE.  THE MARK PROJECT 2 INCHES.
 NL0847'
 NL0847'TO REACH STATION FROM AUBURN, GO S ON U.S. HIGHWAY 71, AT
 NL0847'JUNCTION WITH STATE HIGHWAY 151, 3.1 MILES TO FARMHOUSE AND
 NL0847'STATION ON W.  FROM CARROLL GO N ON U.S. HIGHWAY 71 FROM U.S.
 NL0847'HIGHWAY 30, AT W EDGE OF CARROLL, 9.3 MILES TO STATION AND
 NL0847'FARMHOUSE ON W.
 NL0847'
 NL0847'ALL LIGHTS COME INTO VIEW AT 67 FEET.
 NL0847
 NL0847                          STATION RECOVERY (1950)
 NL0847
 NL0847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0847'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 NL0847'CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD BEEN DESTROYED.
 NL0847'A NEW AZIMUTH MARK WAS SET.  A NEW DESCRIPTION FOLLOWS.
 NL0847'
 NL0847'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF AUBURN, 9-1/2
 NL0847'MILES NORTH OF CARROLL, 0.05 MILE SOUTH OF THE COUNTY LINE AND ON
 NL0847'THE WEST SIDE OF U.S. HIGHWAY 71.  IT IS ABOUT 75 YARDS NORTH OF
 NL0847'A FARM HOUSE, 78 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 NL0847'60.5 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY AND 30 FEET
 NL0847'WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK IS ABOUT 18 INCHES
 NL0847'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 NL0847'WERNIMONT 1934.
 NL0847'
 NL0847'REFERENCE MARK NO. 1 IS 60 FEET EAST OF THE CENTERLINE OF THE
 NL0847'HIGHWAY AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE MARK
 NL0847'PROJECTS 4 INCHES AND THE DISK IS STAMPED WERNIMONT NO 1 1934.
 NL0847'
 NL0847'REFERENCE MARK NO. 2 IS 61 FEET EAST OF THE CENTERLINE OF THE
 NL0847'HIGHWAY AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE MARK
 NL0847'PROJECTS 2 INCHES AND THE DISK IS STAMPED WERNIMONT NO 2 1934.
 NL0847'
 NL0847'AZIMUTH MARK IS 37 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 NL0847'ROAD AND 2 FEET SOUTHEAST OF A T-FENCE CORNER.  THE MARK PROJECTS
 NL0847'4 INCHES AND THE DISK IS STAMPED WERNIMONT 1950.
 NL0847'
 NL0847'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 71 AND 175 IN
 NL0847'THE NORTH EDGE OF AUBURN, GO SOUTH ON HIGHWAY 71 FOR 3.1 MILES
 NL0847'TO THE STATION ON THE RIGHT JUST BEFORE REACHING A FARM HOUSE
 NL0847'ON THE RIGHT.
 NL0847'
 NL0847'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 NL0847'71 FOR 0.1 MILE TO CROSSROADS, TURN LEFT (WEST) 0.15 MILE TO THE
 NL0847'MARK ON THE LEFT IN A T-FENCE CORNER.
 NL0847'
 NL0847'THE 1950 DISTANCE TO REFERENCE MARK NO. 2 DID NOT CHECK WITH
 NL0847'THE 1934.
 NL0847'
 NL0847'OBSERVATIONS TAKEN FROM A 77 FT. TOWER.
 NL0847'
 NL0847'THE STATION IS 2 FEET SOUTH OF THE NORTH ROW OF TWO ROWS OF
 NL0847'CHINESE ELM TREES WHICH ARE TO BE REMOVED IN THE NEAR FUTURE.
 NL0847'
 NL0847'A 64 FT. SIGNAL AT YETTER IS V.G.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1212 ***********************************************************************
 OO1212  DESIGNATION -  WESLEY MUN TANK
 OO1212  PID         -  OO1212
 OO1212  STATE/COUNTY-  IA/KOSSUTH
 OO1212  USGS QUAD   -  WESLEY (1972)
 OO1212
 OO1212                         *CURRENT SURVEY CONTROL
 OO1212  ___________________________________________________________________
 OO1212* NAD 83(1996)-  43 05 14.87892(N)    093 59 31.01670(W)     ADJUSTED  
 OO1212* NAVD 88     -       426.     (meters)    1398.     (feet)  VERTCON   
 OO1212  ___________________________________________________________________
 OO1212  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 OO1212  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 OO1212
 OO1212  HORZ ORDER  -  THIRD
 OO1212
 OO1212.The horizontal coordinates were established by classical geodetic methods
 OO1212.and adjusted by the National Geodetic Survey in May 1999..
 OO1212
 OO1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1212
 OO1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1212
 OO1212.The geoid height was determined by GEOID03.
 OO1212
 OO1212;                    North         East     Units Scale Factor Converg.
 OO1212;SPC IA N     - 1,176,450.405 1,459,944.283   MT  0.99997218   -0 20 00.3
 OO1212;UTM  15      - 4,771,005.312   419,262.368   MT  0.99968019   -0 40 39.5
 OO1212
 OO1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1212!SPC IA N     -   0.99993777  x   0.99997218  =   0.99990995
 OO1212!UTM  15      -   0.99993777  x   0.99968019  =   0.99961798
 OO1212
 OO1212                          SUPERSEDED SURVEY CONTROL
 OO1212
 OO1212  NAD 83(1996)-  43 05 14.87881(N)    093 59 31.01658(W) AD(       ) 4
 OO1212  NAD 83(1986)-  43 05 14.87158(N)    093 59 31.00859(W) AD(       ) 4
 OO1212  NAD 27      -  43 05 14.99611(N)    093 59 30.16463(W) AD(       ) 3
 OO1212  NGVD 29 (07/19/86)  426.     (m)         1398.     (f) VERT ANG       
 OO1212
 OO1212.Superseded values are not recommended for survey control.
 OO1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1212.See file dsdata.txt to determine how the superseded data were derived.
 OO1212
 OO1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH1926271005(NAD 83)
 OO1212_MARKER: 53 = ELEVATED TANK
 OO1212
 OO1212  HISTORY     - Date     Condition        Report By
 OO1212  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1212
 OO1212                          STATION DESCRIPTION
 OO1212
 OO1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1212'THE WESLEY MUNICIPAL WATER TANK IS LOCATED IN THE CENTER OF
 OO1212'WESLEY 150 FEET SOUTHWEST OF THE POST OFFICE.
 OO1212'
 OO1212'THE STATION IS A SPHERICAL WATER TANK SUPPORTED BY 4 BRIDGED
 OO1212'STEEL LEGS, PAINTED BLUE IN COLOR WITH THE LEGEND WESLEY
 OO1212'PAINTED IN BLACK LETTERS ON THE NORTH AND SOUTH SIDES.  IT
 OO1212'HAS AN OVERALL HEIGHT OF ABOUT 150 FEET.
 OO1212'
 OO1212'THE POINT INTERSECTED WAS TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0832 ***********************************************************************
 NJ0832  DESIGNATION -  WEST
 NJ0832  PID         -  NJ0832
 NJ0832  STATE/COUNTY-  IA/FAYETTE
 NJ0832  USGS QUAD   -  WEST UNION (1981)
 NJ0832
 NJ0832                         *CURRENT SURVEY CONTROL
 NJ0832  ___________________________________________________________________
 NJ0832* NAD 83(1996)-  42 57 44.22033(N)    091 48 24.60530(W)     ADJUSTED  
 NJ0832* NAVD 88     -       377.     (meters)    1237.     (feet)  SCALED    
 NJ0832  ___________________________________________________________________
 NJ0832  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 NJ0832  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 NJ0832
 NJ0832  HORZ ORDER  -  SECOND
 NJ0832
 NJ0832.The horizontal coordinates were established by classical geodetic methods
 NJ0832.and adjusted by the National Geodetic Survey in May 1999..
 NJ0832
 NJ0832.The orthometric height was scaled from a topographic map.
 NJ0832
 NJ0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0832
 NJ0832.The geoid height was determined by GEOID03.
 NJ0832
 NJ0832;                    North         East     Units Scale Factor Converg.
 NJ0832;SPC IA N     - 1,163,810.684 1,638,131.785   MT  0.99995856   +1 08 51.1
 NJ0832;UTM  15      - 4,757,317.050   597,312.904   MT  0.99971650   +0 48 47.6
 NJ0832
 NJ0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0832!SPC IA N     -   0.99994567  x   0.99995856  =   0.99990423
 NJ0832!UTM  15      -   0.99994567  x   0.99971650  =   0.99966218
 NJ0832
 NJ0832|---------------------------------------------------------------------|
 NJ0832| PID    Reference Object                     Distance      Geod. Az  |
 NJ0832|                                                           dddmmss.s |
 NJ0832| CI6528 WEST RM 2                                          01946     |
 NJ0832| NJ0836 WEST UNION MUNICIPAL TANK           155.883 METERS 17404     |
 NJ0832| NJ0601 WEST UNION                           34.941 METERS 21439     |
 NJ0832| NJ0835 WINDSOR                             APPROX. 5.5 KM 2691942.6 |
 NJ0832| NJ0831 WEST UNION FIRST BAP CH SPIRE       145.718 METERS 29604     |
 NJ0832| CI6527 WEST RM 1                            25.424 METERS 31558     |
 NJ0832|---------------------------------------------------------------------|
 NJ0832
 NJ0832                          SUPERSEDED SURVEY CONTROL
 NJ0832
 NJ0832  NAD 83(1996)-  42 57 44.22020(N)    091 48 24.60507(W) AD(       ) 2
 NJ0832  NAD 83(1986)-  42 57 44.21150(N)    091 48 24.60476(W) AD(       ) 2
 NJ0832  NAD 27      -  42 57 44.29000(N)    091 48 24.02630(W) AD(       ) 2
 NJ0832
 NJ0832.Superseded values are not recommended for survey control.
 NJ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0832.See file dsdata.txt to determine how the superseded data were derived.
 NJ0832
 NJ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9731357317(NAD 83)
 NJ0832_MARKER: DS = TRIANGULATION STATION DISK
 NJ0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0832_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0832
 NJ0832  HISTORY     - Date     Condition        Report By
 NJ0832  HISTORY     - 1961     MONUMENTED       CGS
 NJ0832  HISTORY     - 1978     GOOD             NGS
 NJ0832
 NJ0832                          STATION DESCRIPTION
 NJ0832
 NJ0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0832'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE FAYETTE
 NJ0832'COUNTY COURTHOUSE LAWN.  IT IS 99 FEET NORTHWEST OF THE NORTHEAST
 NJ0832'CORNER OF THE JAIL HOUSE, 78 FEET NORTHEAST OF THE NORTHEAST
 NJ0832'CORNER OF THE COURTHOUSE, 57 FEET WEST OF A 20 INCH ELM TREE,
 NJ0832'AND 23 FEET SOUTH OF AN 8 INCH MAPLE TREE.
 NJ0832'
 NJ0832'TO REACH REFERENCE MARK 2 FROM THE STATION, GO EAST ON E. MAIN
 NJ0832'STREET FOR 0.1 MILE TO THE INTERSECTION OF N. PINE STREET.
 NJ0832'TURN LEFT AND GO NORTH ON N. PINE STREET FOR 0.15 MILE TO A FIELD
 NJ0832'ENTRANCE LEFT.  TURN LEFT AND GO WEST THROUGH THE FIELD FOR
 NJ0832'ABOUT 100 YARDS TO THE REFERENCE MARK ON THE LEFT.
 NJ0832'
 NJ0832'REFERENCE MARK 1 IS 81 FEET SOUTH OF THE CENTERLINE OF E. MAIN
 NJ0832'STREET, 33 FEET SOUTHWEST OF A 36 INCH ELM TREE, AND 21 FEET
 NJ0832'NORTHEAST OF A 36 INCH ELM TREE.  THE MONUMENT IS FLUSH AND
 NJ0832'THE DISK IS STAMPED WEST NO 1 1961.
 NJ0832'
 NJ0832'REFERENCE MARK 2 IS 67 FEET WEST OF A 24 INCH WALNUT TREE,
 NJ0832'3 FEET EAST OF A WITNESS POST, AND 2 FEET NORTH OF A WIRE FENCE.
 NJ0832'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NJ0832'WEST NO 2 1961.  IT IS ON THE PROPERTY OF MR. FRED WAGNER.
 NJ0832'
 NJ0832'BENCH MARK, WEST UNION IS A STANDARD COAST AND GEODETIC
 NJ0832'SURVEY BENCH MARK DISK STAMPED WEST UNION 1933 CEMENTED
 NJ0832'IN A DRILL HOLE IN THE STEP OF THE EAST ENTRANCE OF THE
 NJ0832'FAYETTE COUNTY COURTHOUSE.
 NJ0832'
 NJ0832'NO MEASUREMENT BETWEEN B.M. AND R.M. 1 BECAUSE OF SHRUBBERY
 NJ0832'ON LINE.
 NJ0832'
 NJ0832'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NJ0832
 NJ0832                          STATION RECOVERY (1978)
 NJ0832
 NJ0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NJ0832'STATION MARK, REFERENCE MARK 1 AND BENCH MARK WEST UNION WERE
 NJ0832'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 (AZIMUTH MARK) WAS
 NJ0832'SEARCHED FOR BUT NOT FOUND.  SITE WHERE THE MARK WAS LOCATED IS NOW A
 NJ0832'HOUSING AREA.  THIS MARK IS PRESUMED DESTROYED AND THERE IS NO SITE
 NJ0832'FOR AN AZIMUTH MARK AT THIS TIME.  STATION MARK IS NOW 6 INCHES BELOW
 NJ0832'THE ASPHALT SURFACE OF A PARKING LOT.  THE DISTANCE TO REFERENCE MARK
 NJ0832'1 WAS 0.002 METER LONGER THAN 1961 DATA AND THE DISTANCE TO THE BENCH
 NJ0832'MARK WAS VERIFIED.  THE DIRECTION FROM THE WEST UNION MUNICIPAL WATER
 NJ0832'TANK TO THE BENCH MARK WAS 34 SECONDS LARGER THAN PREVIOUS DATA AND TO
 NJ0832'REFERENCE MARK 1 WAS 1 MINUTE, 08 SECONDS LARGER.
 NJ0832'
 NJ0832'FOLLOWING IS A NEW DESCRIPTION.
 NJ0832'
 NJ0832'THE STATION IS IN WEST UNION, IN THE NORTHEAST CORNER OF THE PARKING
 NJ0832'LOT FOR THE FAYETTE COUNTY COURTHOUSE.  THE PARKING LOT IS AT THE
 NJ0832'NORTHEAST CORNER OF THE COURTHOUSE SQUARE.
 NJ0832'
 NJ0832'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---WEST 1961---SET
 NJ0832'IN TOP OF A 12-INCH SQUARE CONCRETE POST, THAT IS 6 INCHES BELOW THE
 NJ0832'SURFACE OF THE PARKING LOT.  IT IS 98.8 FEET NORTHWEST OF THE
 NJ0832'NORTHEAST CORNER OF THE JAILHOUSE, 78.2 FEET NORTHEAST OF THE
 NJ0832'NORTHEAST CORNER OF THE COURTHOUSE, 65.0 FEET EAST OF THE NORTH ONE OF
 NJ0832'TWO POWERLINE POLES WITH TRANSFORMERS MOUNTED BETWEEN THEM AND 16.2
 NJ0832'FEET SOUTH OF THE NORTH EDGE OF THE ASPHALT.  THE UNDERGROUND MARK WAS
 NJ0832'NOT INSPECTED.
 NJ0832'
 NJ0832'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---WEST NO 1 1961---SET
 NJ0832'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS 3 INCHES BELOW
 NJ0832'THE SURFACE OF THE LAWN.  IT IS 82.0 FEET SOUTH OF THE CENTERLINE OF
 NJ0832'EAST MAIN STREET, 102.0 FEET NORTH OF THE NORTHEAST CORNER OF THE
 NJ0832'COURTHOUSE, 70.0 FEET NORTHEAST OF AN ILLUMINATING LAMP FOR THE
 NJ0832'COURTHOUSE CLOCK AND 13.8 FEET SOUTH-SOUTHEAST OF A POWERLINE
 NJ0832'POLE.  MARK IS ABOUT 2 FEET LOWER THAN THE STATION.
 NJ0832'
 NJ0832'BENCH MARK WEST UNION IS A STANDARD DISK, STAMPED---WEST UNION
 NJ0832'1933---CEMENTED IN A DRILLHOLE IN THE TOP STEP OF THE EAST ENTRANCE
 NJ0832'TO THE COURTHOUSE.  IT IS 5 FEET NORTH OF THE CENTER OF THE DOORWAY,
 NJ0832'1 FOOT EAST OF THE EAST WALL OF THE COURTHOUSE AND ABOUT 1 FOOT HIGHER
 NJ0832'THAN THE STATION.
 NJ0832'
 NJ0832'NO SITE FOR AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0748 ***********************************************************************
 NL0748  DESIGNATION -  WEST BEND MUNICIPAL TANK
 NL0748  PID         -  NL0748
 NL0748  STATE/COUNTY-  IA/PALO ALTO
 NL0748  USGS QUAD   -  WEST BEND (1980)
 NL0748
 NL0748                         *CURRENT SURVEY CONTROL
 NL0748  ___________________________________________________________________
 NL0748* NAD 83(1996)-  42 57 38.54161(N)    094 26 43.19382(W)     ADJUSTED  
 NL0748* NAVD 88     -                                                        
 NL0748  ___________________________________________________________________
 NL0748  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 NL0748  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 NL0748
 NL0748  HORZ ORDER  -  THIRD
 NL0748
 NL0748.The horizontal coordinates were established by classical geodetic methods
 NL0748.and adjusted by the National Geodetic Survey in May 1999..
 NL0748
 NL0748
 NL0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0748
 NL0748.The geoid height was determined by GEOID03.
 NL0748
 NL0748;                    North         East     Units Scale Factor Converg.
 NL0748;SPC IA N     - 1,162,683.371 1,422,872.458   MT  0.99995842   -0 38 26.5
 NL0748;UTM  15      - 4,757,464.668   382,117.448   MT  0.99977095   -0 59 06.4
 NL0748
 NL0748                          SUPERSEDED SURVEY CONTROL
 NL0748
 NL0748  NAD 83(1996)-  42 57 38.54152(N)    094 26 43.19367(W) AD(       ) 4
 NL0748  NAD 83(1986)-  42 57 38.53483(N)    094 26 43.18402(W) AD(       ) 4
 NL0748  NAD 27      -  42 57 38.63800(N)    094 26 42.25800(W) AD(       ) 3
 NL0748
 NL0748.Superseded values are not recommended for survey control.
 NL0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0748.See file dsdata.txt to determine how the superseded data were derived.
 NL0748
 NL0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH8211757465(NAD 83)
 NL0748_MARKER: 53 = ELEVATED TANK
 NL0748
 NL0748  HISTORY     - Date     Condition        Report By
 NL0748  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0748
 NL0748                          STATION DESCRIPTION
 NL0748
 NL0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0748'THIS STATION IS THE BLACK MUNICIPAL TANK IN THE VILLAGE OF
 NL0748'WEST BEND, IOWA.  IT IS LOCATED IN THE N CENTRAL PART OF TOWN, ON
 NL0748'THE W SIDE OF MAIN STREET (STATE HIGHWAY 44), IN SECTION 18,
 NL0748'T 94 N, R 30 W.  THE TANK IS 95 FEET HIGH AND WAS ERECTED IN
 NL0748'1917.
 NL0748'
 NL0748'THE TANK HAS FOUR TRUSS WORK LEGS 70 FEET HIGH.  THE OVAL
 NL0748'SECTION EXTENDS DOWNWARD FROM THE JUNCTION POINT OF THE
 NL0748'LEGS 15 FEET, FROM THE CENTER OF WHICH IS A FEED PIPE JACKET,
 NL0748'30 INCHES IN DIAMETER, EXTENDS TO THE GROUND.  THIS JACKET
 NL0748'FLARES SOMEWHAT AT THE TOP.  THE VERTICAL SECTION OF THE TANK
 NL0748'IS 20 FEET HIGH WITH A CAT WALK AND RAIL AROUND ITS BASE.
 NL0748'THE SLIGHTLY CONICAL ROOF, EXTENDING 5 FEET, HAS PROJECTING
 NL0748'EAVES.  AT ITS APEX, THERE IS A BLACK PEAR SHAPED KNOB WHICH IS A
 NL0748'GOOSE NECK LAMP.
 NL0748'
 NL0748'THE MUNICIPAL PUMPING STATION IS FLUSH AGAINST THE TANK ON
 NL0748'THE N SIDE, WHILE THERE IS A LOW BLACK PRESSURE TANK AND A
 NL0748'WOODEN AERIATOR ON THE W SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0749 ***********************************************************************
 NL0749  DESIGNATION -  WEST BEND ST PETER AND PAUL CH
 NL0749  PID         -  NL0749
 NL0749  STATE/COUNTY-  IA/PALO ALTO
 NL0749  USGS QUAD   -  WEST BEND (1980)
 NL0749
 NL0749                         *CURRENT SURVEY CONTROL
 NL0749  ___________________________________________________________________
 NL0749* NAD 83(1996)-  42 57 47.54132(N)    094 26 44.62992(W)     ADJUSTED  
 NL0749* NAVD 88     -                                                        
 NL0749  ___________________________________________________________________
 NL0749  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 NL0749  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 NL0749
 NL0749  HORZ ORDER  -  THIRD
 NL0749
 NL0749.The horizontal coordinates were established by classical geodetic methods
 NL0749.and adjusted by the National Geodetic Survey in May 1999..
 NL0749
 NL0749
 NL0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0749
 NL0749.The geoid height was determined by GEOID03.
 NL0749
 NL0749;                    North         East     Units Scale Factor Converg.
 NL0749;SPC IA N     - 1,162,961.427 1,422,843.019   MT  0.99995865   -0 38 27.5
 NL0749;UTM  15      - 4,757,742.844   382,089.687   MT  0.99977103   -0 59 07.5
 NL0749
 NL0749                          SUPERSEDED SURVEY CONTROL
 NL0749
 NL0749  NAD 83(1996)-  42 57 47.54124(N)    094 26 44.62980(W) AD(       ) 4
 NL0749  NAD 83(1986)-  42 57 47.53460(N)    094 26 44.62025(W) AD(       ) 4
 NL0749  NAD 27      -  42 57 47.63700(N)    094 26 43.69300(W) AD(       ) 3
 NL0749
 NL0749.Superseded values are not recommended for survey control.
 NL0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0749.See file dsdata.txt to determine how the superseded data were derived.
 NL0749
 NL0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH8209057743(NAD 83)
 NL0749_MARKER: 91 = CHURCH CROSS
 NL0749
 NL0749  HISTORY     - Date     Condition        Report By
 NL0749  HISTORY     - 1934     FIRST OBSERVED   CGS
 NL0749
 NL0749                          STATION DESCRIPTION
 NL0749
 NL0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NL0749'THIS STATION IS THE GOLD CROSS ON THE BLACK DOME OF THE SAINTS
 NL0749'PETER AND PAUL CATHOLIC CHURCH IN WEST BEND, IOWA.  THE CHURCH
 NL0749'IS LOCATED 0.4 MILE N OF THE CENTER OF TOWN ON THE W SIDE OF
 NL0749'MAIN STREET (STATE HIGHWAY 44).  IT IS DIRECTLY S OF THE GROTTO
 NL0749'OF THE REDEMPTION.  IT IS IN SECTION 18, T 94 N, R 30 W, AND
 NL0749'WAS ERECTED IN 1921.
 NL0749'
 NL0749'THE STATION IS AT THE SE CORNER OF THE CHURCH.  IT RISES AS A
 NL0749'YELLOW BRICK COLUMN TO A HEIGHT OF 50 FEET.  IN THE LOWER
 NL0749'PART OF IS A GRANITE CORNER STONE, BEARING THE WORDS STS. PETER
 NL0749'AND PAULS CATHOLIC CHURCH.  THERE IS A LONG, NARROW GLAZED
 NL0749'WINDOW HALFWAY UP THE COLUMN AND A ROUND GLAZED WINDOW NEAR
 NL0749'THE TOP.  AT THE TOP OF THIS COLUMN ARE LARGE STONE URNS AT
 NL0749'EACH CORNER.  ABOVE THIS COLUMN THERE IS AN OCTAGONAL ROTUNDA
 NL0749'15 FEET HIGH.  THIS HAS GOTHIC ARCHES ON THE E, N, S AND W
 NL0749'FACES AND HOUSES THE BELL.
 NL0749'
 NL0749'THE ROOF OF THE ROTUNDA IS A CONCAVE BLACK STRUCTURE, ON WHICH
 NL0749'SETS A POLISHED BLACKISH-GREEN STONE OCTAGONAL DOME.  THERE
 NL0749'ARE HEAVY RIBS AT THE JUNCTION OF THE FACES.  THERE IS A FLAT
 NL0749'BLACK KNOB AT ITS APEX, ON WHICH SETS A 5-FOOT GOLD CROSS.
 NL0749'THE TOTAL HEIGHT IS ABOUT 75 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0781 ***********************************************************************
 LD0781  DESIGNATION -  WEST BURLINGTON MUNICIPAL TANK
 LD0781  PID         -  LD0781
 LD0781  STATE/COUNTY-  IA/DES MOINES
 LD0781  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0781
 LD0781                         *CURRENT SURVEY CONTROL
 LD0781  ___________________________________________________________________
 LD0781* NAD 83(1996)-  40 49 30.57228(N)    091 09 22.16340(W)     ADJUSTED  
 LD0781* NAVD 88     -                                                        
 LD0781  ___________________________________________________________________
 LD0781  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 LD0781  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0781
 LD0781  HORZ ORDER  -  THIRD
 LD0781
 LD0781.The horizontal coordinates were established by classical geodetic methods
 LD0781.and adjusted by the National Geodetic Survey in May 1999..
 LD0781
 LD0781
 LD0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0781
 LD0781.The geoid height was determined by GEOID03.
 LD0781
 LD0781;                    North         East     Units Scale Factor Converg.
 LD0781;SPC IA S     -    94,296.068   697,689.982   MT  0.99996975   +1 32 38.0
 LD0781;SPC IL W     -   462,081.385   616,533.785   MT  1.00002689   -0 38 48.9
 LD0781;SPC IL W     - 1,516,012.01  2,022,744.59   sFT  1.00002689   -0 38 48.9
 LD0781;UTM  15      - 4,520,984.215   655,483.065   MT  0.99989756   +1 12 20.4
 LD0781
 LD0781                          SUPERSEDED SURVEY CONTROL
 LD0781
 LD0781  NAD 83(1986)-  40 49 30.57598(N)    091 09 22.16547(W) AD(       ) 4
 LD0781  NAD 27      -  40 49 30.43200(N)    091 09 21.64700(W) AD(       ) 3
 LD0781
 LD0781.Superseded values are not recommended for survey control.
 LD0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0781.See file dsdata.txt to determine how the superseded data were derived.
 LD0781
 LD0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5548320984(NAD 83)
 LD0781_MARKER: 53 = ELEVATED TANK
 LD0781
 LD0781  HISTORY     - Date     Condition        Report By
 LD0781  HISTORY     - 1931     FIRST OBSERVED   CGS
 LD0781  HISTORY     - 1954     GOOD             CGS
 LD0781  HISTORY     - 1955     GOOD             CGS
 LD0781  HISTORY     - 1963     GOOD             CGS
 LD0781
 LD0781                          STATION DESCRIPTION
 LD0781
 LD0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 LD0781'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 LD0781'STATION WAS NOT DESCRIBED.  A DESCRIPTION FOLLOWS--
 LD0781'
 LD0781'THE FINIAL ATOP WATER TANK LOCATED JUST EAST OF THE TOWN HALL
 LD0781'IN WEST BURLINGTON, 125 FEET EAST OF BROADWAY AND 50 FEET
 LD0781'NORTH OF WHEELER STREET.  THE STRUCTURE IS A TANK SUPPORTED
 LD0781'BY FOUR LEGS WITH A PIPE IN THE MIDDLE EXTENDING FROM THE GROUND
 LD0781'TO THE BOTTOM OF THE TANK.  IT IS ABOUT 125 FEET IN HEIGHT AND
 LD0781'PAINTED SILVER.
 LD0781
 LD0781                          STATION RECOVERY (1955)
 LD0781
 LD0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 LD0781'STATION IS LOCATED IN WEST BURLINGTON ONE BLOCK SOUTH OF U.S.
 LD0781'HIGHWAY 34.  IT IS A METAL TANK, PAINTED SILVER, SUPPORTED BY FOUR
 LD0781'STEEL LEGS.  THE TANK IS ABOUT 120 FEET IN HEIGHT AND HAS WEST
 LD0781'BURLINGTON PAINTED IN LARGE BLACK LETTERS ON ITS SIDE.  THE
 LD0781'BALL, ON TOP OF THE TANK, WAS INTERSECTED.
 LD0781
 LD0781                          STATION RECOVERY (1963)
 LD0781
 LD0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 LD0781'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0781 ***********************************************************************
 MG0781  DESIGNATION -  WEST LIBERTY DUBUQUE RAD MAST
 MG0781  PID         -  MG0781
 MG0781  STATE/COUNTY-  IA/MUSCATINE
 MG0781  USGS QUAD   -  WEST LIBERTY (1965)
 MG0781
 MG0781                         *CURRENT SURVEY CONTROL
 MG0781  ___________________________________________________________________
 MG0781* NAD 83(1996)-  41 32 24.34598(N)    091 16 40.39827(W)     ADJUSTED  
 MG0781* NAVD 88     -                                                        
 MG0781  ___________________________________________________________________
 MG0781  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 MG0781  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 MG0781
 MG0781  HORZ ORDER  -  THIRD
 MG0781
 MG0781.The horizontal coordinates were established by classical geodetic methods
 MG0781.and adjusted by the National Geodetic Survey in May 1999..
 MG0781
 MG0781
 MG0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0781
 MG0781.The geoid height was determined by GEOID03.
 MG0781
 MG0781;                    North         East     Units Scale Factor Converg.
 MG0781;SPC IA S     -   173,396.186   685,396.820   MT  0.99996586   +1 27 49.3
 MG0781;UTM  15      - 4,600,147.467   643,646.162   MT  0.99985393   +1 08 31.9
 MG0781
 MG0781                          SUPERSEDED SURVEY CONTROL
 MG0781
 MG0781  NAD 83(1986)-  41 32 24.34568(N)    091 16 40.40724(W) AD(       ) 4
 MG0781  NAD 27      -  41 32 24.25640(N)    091 16 39.83811(W) AD(       ) 3
 MG0781
 MG0781.Superseded values are not recommended for survey control.
 MG0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0781.See file dsdata.txt to determine how the superseded data were derived.
 MG0781
 MG0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG4364600147(NAD 83)
 MG0781
 MG0781  HISTORY     - Date     Condition        Report By
 MG0781  HISTORY     - 1969     MONUMENTED       CGS
 MG0781  HISTORY     - 19980720 GOOD             USPSQD
 MG0781  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0781
 MG0781                          STATION DESCRIPTION
 MG0781
 MG0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0781'THE STATION IS THE RED LIGHT ATOP THE WEST LIBERTY, DUBUQUE
 MG0781'PACKING COMPANY RADIO MAST THAT IS LOCATED ABOUT 14 MILES
 MG0781'NORTHWEST OF MUSCATINE AND 2 MILES SOUTH OF WEST LIBERTY.  THE
 MG0781'MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE
 MG0781'BANDS OF RED AND WHITE AND IS 400 FEET IN HEIGHT.
 MG0781
 MG0781                          STATION RECOVERY (1998)
 MG0781
 MG0781'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0781'RECOVERED IN GOOD CONDITION.
 MG0781
 MG0781                          STATION RECOVERY (1998)
 MG0781
 MG0781'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0780 ***********************************************************************
 MG0780  DESIGNATION -  WEST LIBERTY MUNICIPAL TANK
 MG0780  PID         -  MG0780
 MG0780  STATE/COUNTY-  IA/MUSCATINE
 MG0780  USGS QUAD   -  WEST LIBERTY (1965)
 MG0780
 MG0780                         *CURRENT SURVEY CONTROL
 MG0780  ___________________________________________________________________
 MG0780* NAD 83(1996)-  41 34 07.89668(N)    091 15 50.08539(W)     ADJUSTED  
 MG0780* NAVD 88     -                                                        
 MG0780  ___________________________________________________________________
 MG0780  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 MG0780  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 MG0780
 MG0780  HORZ ORDER  -  THIRD
 MG0780
 MG0780.The horizontal coordinates were established by classical geodetic methods
 MG0780.and adjusted by the National Geodetic Survey in May 1999..
 MG0780
 MG0780
 MG0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0780
 MG0780.The geoid height was determined by GEOID03.
 MG0780
 MG0780;                    North         East     Units Scale Factor Converg.
 MG0780;SPC IA S     -   176,619.581   686,480.488   MT  0.99996895   +1 28 22.5
 MG0780;UTM  15      - 4,603,364.379   644,747.758   MT  0.99985784   +1 09 07.7
 MG0780
 MG0780                          SUPERSEDED SURVEY CONTROL
 MG0780
 MG0780  NAD 83(1986)-  41 34 07.89625(N)    091 15 50.09498(W) AD(       ) 4
 MG0780  NAD 27      -  41 34 07.80900(N)    091 15 49.52800(W) AD(       ) 3
 MG0780
 MG0780.Superseded values are not recommended for survey control.
 MG0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0780.See file dsdata.txt to determine how the superseded data were derived.
 MG0780
 MG0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG4474803364(NAD 83)
 MG0780_MARKER: 53 = ELEVATED TANK
 MG0780
 MG0780  HISTORY     - Date     Condition        Report By
 MG0780  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0780  HISTORY     - 1957     GOOD             CGS
 MG0780  HISTORY     - 19960610 GOOD             USPSQD
 MG0780  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0780
 MG0780                          STATION DESCRIPTION
 MG0780
 MG0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 MG0780'INTERSECTION STATION RECOVERED WAS WEST LIBERTY MUNICIPAL WATER
 MG0780'TANK LOCATED IN THE SOUTH CENTRAL SECTION OF WEST LIBERTY.  TANK
 MG0780'IS ABOUT 110 FEET HIGH, SUPPORTED BY FOUR STEEL LEGS AND PAINTED
 MG0780'SILVER.
 MG0780
 MG0780                          STATION RECOVERY (1996)
 MG0780
 MG0780'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0780'RECOVERED IN GOOD CONDITION.
 MG0780
 MG0780                          STATION RECOVERY (1998)
 MG0780
 MG0780'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0845 ***********************************************************************
 ON0845  DESIGNATION -  WEST PAINT CREEK LUTH CH SPIRE
 ON0845  PID         -  ON0845
 ON0845  STATE/COUNTY-  IA/ALLAMAKEE
 ON0845  USGS QUAD   -  CHURCH (1976)
 ON0845
 ON0845                         *CURRENT SURVEY CONTROL
 ON0845  ___________________________________________________________________
 ON0845* NAD 83(1996)-  43 15 38.77808(N)    091 21 33.37682(W)     ADJUSTED  
 ON0845* NAVD 88     -                                                        
 ON0845  ___________________________________________________________________
 ON0845  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 ON0845  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 ON0845
 ON0845  HORZ ORDER  -  THIRD
 ON0845
 ON0845.The horizontal coordinates were established by classical geodetic methods
 ON0845.and adjusted by the National Geodetic Survey in May 1999..
 ON0845
 ON0845
 ON0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0845
 ON0845.The geoid height was determined by GEOID03.
 ON0845
 ON0845;                    North         East     Units Scale Factor Converg.
 ON0845;SPC IA N     - 1,197,787.730 1,673,798.319   MT  0.99999893   +1 27 03.1
 ON0845;UTM  15      - 4,791,080.593   633,167.285   MT  0.99981815   +1 07 28.5
 ON0845
 ON0845                          SUPERSEDED SURVEY CONTROL
 ON0845
 ON0845  NAD 83(1996)-  43 15 38.77807(N)    091 21 33.37679(W) AD(       ) 4
 ON0845  NAD 83(1996)-  43 15 38.77106(N)    091 21 33.37629(W) AD(       ) 4
 ON0845  NAD 83(1986)-  43 15 38.77003(N)    091 21 33.37604(W) AD(       ) 4
 ON0845  NAD 27      -  43 15 38.85100(N)    091 21 32.89600(W) AD(       ) 3
 ON0845
 ON0845.Superseded values are not recommended for survey control.
 ON0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0845.See file dsdata.txt to determine how the superseded data were derived.
 ON0845
 ON0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH3316791081(NAD 83)
 ON0845_MARKER: 90 = CHURCH SPIRE
 ON0845
 ON0845  HISTORY     - Date     Condition        Report By
 ON0845  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0845
 ON0845                          STATION DESCRIPTION
 ON0845
 ON0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0845'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED
 ON0845'ABOUT 6-1/2 MILES EAST OF WAUKON, ABOUT 4-1/2 MILES NORTHWEST
 ON0845'OF WATERVILLE.  IT IS A TALL SLENDER SPIRE WITH LIGHT WOOD
 ON0845'SHINGLES AND THE OVERALL HEIGHT IS ABOUT 50 FEET.
 ON0845'
 ON0845'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 13 AND
 ON0845'EAST MAIN STREET IN WAUKON, GO EAST ON EAST MAIN STREET
 ON0845'AND A PAVED ROAD FOR 2.45 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 ON0845'EAST AND NORTHEAST ON THE PAVED ROAD FOR 1.95 MILES TO A SIDE ROAD
 ON0845'RIGHT.  CONTINUE EAST ON THE PAVED ROAD FOR 1.8 MILES TO A
 ON0845'SIDE ROAD RIGHT AND THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0807 ***********************************************************************
 LD0807  DESIGNATION -  WEST POINT MUNICIPAL TANK
 LD0807  PID         -  LD0807
 LD0807  STATE/COUNTY-  IA/LEE
 LD0807  USGS QUAD   -  WEST POINT (1975)
 LD0807
 LD0807                         *CURRENT SURVEY CONTROL
 LD0807  ___________________________________________________________________
 LD0807* NAD 83(1996)-  40 43 01.94839(N)    091 27 06.94397(W)     ADJUSTED  
 LD0807* NAVD 88     -                                                        
 LD0807  ___________________________________________________________________
 LD0807  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 LD0807  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0807
 LD0807  HORZ ORDER  -  THIRD
 LD0807
 LD0807.The horizontal coordinates were established by classical geodetic methods
 LD0807.and adjusted by the National Geodetic Survey in May 1999..
 LD0807
 LD0807
 LD0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0807
 LD0807.The geoid height was determined by GEOID03.
 LD0807
 LD0807;                    North         East     Units Scale Factor Converg.
 LD0807;SPC IA S     -    81,681.951   673,030.424   MT  0.99998378   +1 20 56.6
 LD0807;UTM  15      - 4,508,517.645   630,752.425   MT  0.99981043   +1 00 36.0
 LD0807
 LD0807                          SUPERSEDED SURVEY CONTROL
 LD0807
 LD0807  NAD 83(1986)-  40 43 01.95689(N)    091 27 06.94219(W) AD(       ) 4
 LD0807  NAD 27      -  40 43 01.81200(N)    091 27 06.37800(W) AD(       ) 3
 LD0807
 LD0807.Superseded values are not recommended for survey control.
 LD0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0807.See file dsdata.txt to determine how the superseded data were derived.
 LD0807
 LD0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF3075208518(NAD 83)
 LD0807_MARKER: 51 = TANK
 LD0807
 LD0807  HISTORY     - Date     Condition        Report By
 LD0807  HISTORY     - 1931     FIRST OBSERVED   CGS
 LD0807
 LD0807                          STATION DESCRIPTION
 LD0807
 LD0807'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0805 ***********************************************************************
 LD0805  DESIGNATION -  WEST PT ST MARYS CATH CH SPIRE
 LD0805  PID         -  LD0805
 LD0805  STATE/COUNTY-  IA/LEE
 LD0805  USGS QUAD   -  WEST POINT (1975)
 LD0805
 LD0805                         *CURRENT SURVEY CONTROL
 LD0805  ___________________________________________________________________
 LD0805* NAD 83(1996)-  40 42 54.12307(N)    091 27 14.23405(W)     ADJUSTED  
 LD0805* NAVD 88     -                                                        
 LD0805  ___________________________________________________________________
 LD0805  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 LD0805  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0805
 LD0805  HORZ ORDER  -  THIRD
 LD0805
 LD0805.The horizontal coordinates were established by classical geodetic methods
 LD0805.and adjusted by the National Geodetic Survey in May 1999..
 LD0805
 LD0805
 LD0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0805
 LD0805.The geoid height was determined by GEOID03.
 LD0805
 LD0805;                    North         East     Units Scale Factor Converg.
 LD0805;SPC IA S     -    81,436.609   672,865.049   MT  0.99998409   +1 20 51.8
 LD0805;UTM  15      - 4,508,273.328   630,585.631   MT  0.99980989   +1 00 31.0
 LD0805
 LD0805                          SUPERSEDED SURVEY CONTROL
 LD0805
 LD0805  NAD 83(1986)-  40 42 54.13145(N)    091 27 14.23222(W) AD(       ) 4
 LD0805  NAD 27      -  40 42 53.98700(N)    091 27 13.66800(W) AD(       ) 3
 LD0805
 LD0805.Superseded values are not recommended for survey control.
 LD0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0805.See file dsdata.txt to determine how the superseded data were derived.
 LD0805
 LD0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF3058608273(NAD 83)
 LD0805_MARKER: 90 = CHURCH SPIRE
 LD0805
 LD0805  HISTORY     - Date     Condition        Report By
 LD0805  HISTORY     - 1931     FIRST OBSERVED   CGS
 LD0805
 LD0805                          STATION DESCRIPTION
 LD0805
 LD0805'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0806 ***********************************************************************
 LD0806  DESIGNATION -  WEST PT ST MARYS CATH CH DOME
 LD0806  PID         -  LD0806
 LD0806  STATE/COUNTY-  IA/LEE
 LD0806  USGS QUAD   -  WEST POINT (1975)
 LD0806
 LD0806                         *CURRENT SURVEY CONTROL
 LD0806  ___________________________________________________________________
 LD0806* NAD 83(1996)-  40 42 54.11441(N)    091 27 15.54905(W)     ADJUSTED  
 LD0806* NAVD 88     -                                                        
 LD0806  ___________________________________________________________________
 LD0806  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 LD0806  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0806
 LD0806  HORZ ORDER  -  THIRD
 LD0806
 LD0806.The horizontal coordinates were established by classical geodetic methods
 LD0806.and adjusted by the National Geodetic Survey in May 1999..
 LD0806
 LD0806
 LD0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0806
 LD0806.The geoid height was determined by GEOID03.
 LD0806
 LD0806;                    North         East     Units Scale Factor Converg.
 LD0806;SPC IA S     -    81,435.616   672,834.200   MT  0.99998410   +1 20 51.0
 LD0806;UTM  15      - 4,508,272.518   630,554.781   MT  0.99980980   +1 00 30.2
 LD0806
 LD0806                          SUPERSEDED SURVEY CONTROL
 LD0806
 LD0806  NAD 83(1986)-  40 42 54.12290(N)    091 27 15.54726(W) AD(       ) 4
 LD0806  NAD 27      -  40 42 53.97900(N)    091 27 14.98500(W) AD(       ) 3
 LD0806
 LD0806.Superseded values are not recommended for survey control.
 LD0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0806.See file dsdata.txt to determine how the superseded data were derived.
 LD0806
 LD0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF3055508273(NAD 83)
 LD0806_MARKER: 87 = DOME
 LD0806
 LD0806  HISTORY     - Date     Condition        Report By
 LD0806  HISTORY     - 1931     FIRST OBSERVED   CGS
 LD0806
 LD0806                          STATION DESCRIPTION
 LD0806
 LD0806'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0860 ***********************************************************************
 ON0860  DESIGNATION -  WEST RIDGE CATH CH BELFRY
 ON0860  PID         -  ON0860
 ON0860  STATE/COUNTY-  IA/ALLAMAKEE
 ON0860  USGS QUAD   -  HANOVER (1971)
 ON0860
 ON0860                         *CURRENT SURVEY CONTROL
 ON0860  ___________________________________________________________________
 ON0860* NAD 83(1996)-  43 18 47.41617(N)    091 35 28.49755(W)     ADJUSTED  
 ON0860* NAVD 88     -                                                        
 ON0860  ___________________________________________________________________
 ON0860  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 ON0860  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 ON0860
 ON0860  HORZ ORDER  -  THIRD
 ON0860
 ON0860.The horizontal coordinates were established by classical geodetic methods
 ON0860.and adjusted by the National Geodetic Survey in May 1999..
 ON0860
 ON0860
 ON0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0860
 ON0860.The geoid height was determined by GEOID03.
 ON0860
 ON0860;                    North         East     Units Scale Factor Converg.
 ON0860;SPC IA N     - 1,203,156.688 1,654,836.799   MT  1.00000883   +1 17 37.1
 ON0860;UTM  15      - 4,796,556.401   614,240.760   MT  0.99976054   +0 57 59.4
 ON0860
 ON0860                          SUPERSEDED SURVEY CONTROL
 ON0860
 ON0860  NAD 83(1996)-  43 18 47.41616(N)    091 35 28.49753(W) AD(       ) 4
 ON0860  NAD 83(1986)-  43 18 47.40854(N)    091 35 28.49741(W) AD(       ) 4
 ON0860  NAD 27      -  43 18 47.50400(N)    091 35 27.97600(W) AD(       ) 3
 ON0860
 ON0860.Superseded values are not recommended for survey control.
 ON0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0860.See file dsdata.txt to determine how the superseded data were derived.
 ON0860
 ON0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH1424196556(NAD 83)
 ON0860_MARKER: 75 = BELFRY
 ON0860
 ON0860  HISTORY     - Date     Condition        Report By
 ON0860  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0860
 ON0860                          STATION DESCRIPTION
 ON0860
 ON0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0860'THE STATION IS THE CENTER OF THE TOP OF A WHITE BELFRY, LOCATED
 ON0860'ABOUT 6 MILES NORTHWEST OF WAUKON, ABOUT 12 MILES EAST OF DECORAH.
 ON0860'IT IS A GREY STONE CHURCH WITH A WHITE BELFRY, AND A SMALL
 ON0860'BLACK CROSS AT THE TOP.  THE OVERALL HEIGHT IS ABOUT 60 FEET.
 ON0860'
 ON0860'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND
 ON0860'STATE HIGHWAY 9 IN THE WEST EDGE OF DECORAH BUSINESS DISTRICT, GO
 ON0860'EAST ON HIGHWAY 9 FOR 2.4 MILES TO A PAVED SIDE ROAD LEFT.  TURN
 ON0860'LEFT AND GO EASTERLY ON THE PAVED ROAD FOR 2.5 MILES TO A
 ON0860'GRAVELED CROSSROAD AND A CHURCH IN THE SOUTHEAST ANGLE.  TURN
 ON0860'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 1.9 MILES TO A REVERSE
 ON0860'FORK ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR
 ON0860'1.65 MILES TO A REVERSE FORK ON THE LEFT.  CONTINUE EAST AND SOUTH
 ON0860'ON A GRAVELED ROAD FOR 1.1 MILES TO THE CHURCH ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0604 ***********************************************************************
 NL0604  DESIGNATION -  WEST SIDE
 NL0604  PID         -  NL0604
 NL0604  STATE/COUNTY-  IA/CRAWFORD
 NL0604  USGS QUAD   -  ARCADIA (1980)
 NL0604
 NL0604                         *CURRENT SURVEY CONTROL
 NL0604  ___________________________________________________________________
 NL0604* NAD 83(1996)-  42 03 06.31122(N)    095 06 48.15063(W)     ADJUSTED  
 NL0604* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 NL0604  ___________________________________________________________________
 NL0604  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 NL0604  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 NL0604
 NL0604  HORZ ORDER  -  SECOND
 NL0604
 NL0604.The horizontal coordinates were established by classical geodetic methods
 NL0604.and adjusted by the National Geodetic Survey in May 1999..
 NL0604
 NL0604.The orthometric height was scaled from a topographic map.
 NL0604
 NL0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0604
 NL0604.The geoid height was determined by GEOID03.
 NL0604
 NL0604;                    North         East     Units Scale Factor Converg.
 NL0604;SPC IA N     - 1,062,561.307 1,366,446.744   MT  1.00000274   -1 05 36.4
 NL0604;UTM  15      - 4,657,683.226   325,113.039   MT  0.99997636   -1 24 57.2
 NL0604
 NL0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0604!SPC IA N     -   0.99993163  x   1.00000274  =   0.99993437
 NL0604!UTM  15      -   0.99993163  x   0.99997636  =   0.99990800
 NL0604
 NL0604:                Primary Azimuth Mark                     Grid Az
 NL0604:SPC IA N     -  WEST SIDE AZ MK                          016 24 59.2
 NL0604:UTM  15      -  WEST SIDE AZ MK                          016 44 20.0
 NL0604
 NL0604|---------------------------------------------------------------------|
 NL0604| PID    Reference Object                     Distance      Geod. Az  |
 NL0604|                                                           dddmmss.s |
 NL0604| CO4827 WEST SIDE AZ MK                                    0151922.8 |
 NL0604| NL0603 WEST SIDE MUNICIPAL TANK            APPROX. 2.7 KM 0281550.2 |
 NL0604| NL0601 ARCADIA MUNICIPAL TANK              APPROX. 6.9 KM 0544035.2 |
 NL0604| CO4829 WEST SIDE RM 2                       33.363 METERS 22349     |
 NL0604| CO4828 WEST SIDE RM 1                       24.372 METERS 28338     |
 NL0604|---------------------------------------------------------------------|
 NL0604
 NL0604                          SUPERSEDED SURVEY CONTROL
 NL0604
 NL0604  NAD 83(1986)-  42 03 06.30994(N)    095 06 48.15508(W) AD(       ) 2
 NL0604  NAD 27      -  42 03 06.35800(N)    095 06 47.17800(W) AD(       ) 2
 NL0604
 NL0604.Superseded values are not recommended for survey control.
 NL0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0604.See file dsdata.txt to determine how the superseded data were derived.
 NL0604
 NL0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG2511357683(NAD 83)
 NL0604_MARKER: DS = TRIANGULATION STATION DISK
 NL0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0604_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NL0604
 NL0604  HISTORY     - Date     Condition        Report By
 NL0604  HISTORY     - 1950     MONUMENTED       CGS
 NL0604
 NL0604                          STATION DESCRIPTION
 NL0604
 NL0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0604'STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF VAIL AND 2 MILES
 NL0604'SOUTH SOUTHWEST OF WEST SIDE IN A BARN YARD.  STATION IS 125
 NL0604'FEET SOUTH SOUTHWEST OF T FENCE CORNER AND 13 FEET WEST OF
 NL0604'FENCE.  THE MARK IS ABOUT 6 INCHES BELOW THE SURFACE AND THE
 NL0604'DISK IS STAMPED WEST SIDE 1950.
 NL0604'
 NL0604'REFERENCE MARK NO. 1 IS 0.5 FOOT EAST OF FENCE.  THE MARK PROJECTS
 NL0604'ABOUT 6 INCHES AND THE DISK IS STAMPED WEST SIDE NO 1 1950.
 NL0604'
 NL0604'REFERENCE MARK NO. 2 IS 0.5 FOOT EAST OF FENCE.  THE MARK
 NL0604'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED WEST SIDE NO 2
 NL0604'1950.
 NL0604'
 NL0604'AZIMUTH MARK IS 32 FEET WEST OF THE APPROXIMATE CENTERLINE
 NL0604'OF COUNTY ROUTE A, 10 FEET SOUTH OF FENCE CORNER AND 1.5
 NL0604'FEET EAST OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 NL0604'DISK IS STAMPED WEST SIDE 1950.
 NL0604'
 NL0604'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND COUNTY
 NL0604'ROUTE A JUST SOUTHWEST OF THE FORD GARAGE IN WEST SIDE GO SOUTH
 NL0604'ON COUNTY ROUTE A FOR 0.15 MILE TO CROSS STREET.  TURN RIGHT
 NL0604'AND GO WEST AND SOUTHWEST ON COUNTY ROUTE A FOR 0.9 MILE TO
 NL0604'FORK.  KEEP LEFT FORK FOR 0.5 MILE TO AZIMUTH MARK ON RIGHT
 NL0604'OR WEST SIDE OF COUNTY ROUTE A AS DESCRIBED.  CONTINUE SOUTH FOR
 NL0604'0.5 MILE TO CROSS ROADS.  TURN RIGHT AND GO WEST FOR 0.1
 NL0604'MILE TO DRIVEWAY ON RIGHT.  TURN RIGHT TO FARMYARD AND PASS
 NL0604'TO EAST AND NORTH OF LARGE BARN AND WIRE GATE AT NORTHWEST
 NL0604'CORNER OF BARN.  PASS THROUGH GATE INTO BARNYARD AND GO
 NL0604'NORTH FOR ABOUT 150 YARDS TO TOP OF HILL AND STATION.
 NL0604'
 NL0604'A 4 FOOT SIGNAL AT STATION ASPIN IS V.G.
 NL0604'
 NL0604'A 74 FOOT SIGNAL AT STATION MANILLA IS V.G.
 NL0604'
 NL0604'A 4 FOOT SIGNAL AT STATION VAIL IS V.G.
 NL0604'
 NL0604'AN 87 FOOT SIGNAL AT STATION DOWNEY IS V.G.
 NL0604'
 NL0604'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0603 ***********************************************************************
 NL0603  DESIGNATION -  WEST SIDE MUNICIPAL TANK
 NL0603  PID         -  NL0603
 NL0603  STATE/COUNTY-  IA/CRAWFORD
 NL0603  USGS QUAD   -  ARCADIA (1980)
 NL0603
 NL0603                         *CURRENT SURVEY CONTROL
 NL0603  ___________________________________________________________________
 NL0603* NAD 83(1996)-  42 04 24.16271(N)    095 05 51.96933(W)     ADJUSTED  
 NL0603* NAVD 88     -                                                        
 NL0603  ___________________________________________________________________
 NL0603  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 NL0603  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 NL0603
 NL0603  HORZ ORDER  -  THIRD
 NL0603
 NL0603.The horizontal coordinates were established by classical geodetic methods
 NL0603.and adjusted by the National Geodetic Survey in May 1999..
 NL0603
 NL0603
 NL0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0603
 NL0603.The geoid height was determined by GEOID03.
 NL0603
 NL0603;                    North         East     Units Scale Factor Converg.
 NL0603;SPC IA N     - 1,064,938.378 1,367,783.824   MT  0.99999879   -1 04 58.4
 NL0603;UTM  15      - 4,660,052.661   326,463.453   MT  0.99997057   -1 24 21.7
 NL0603
 NL0603                          SUPERSEDED SURVEY CONTROL
 NL0603
 NL0603  NAD 83(1986)-  42 04 24.16131(N)    095 05 51.97361(W) AD(       ) 4
 NL0603  NAD 27      -  42 04 24.21000(N)    095 05 50.99900(W) AD(       ) 3
 NL0603
 NL0603.Superseded values are not recommended for survey control.
 NL0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0603.See file dsdata.txt to determine how the superseded data were derived.
 NL0603
 NL0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG2646360053(NAD 83)
 NL0603_MARKER: 53 = ELEVATED TANK
 NL0603
 NL0603  HISTORY     - Date     Condition        Report By
 NL0603  HISTORY     - 1950     FIRST OBSERVED   CGS
 NL0603
 NL0603                          STATION DESCRIPTION
 NL0603
 NL0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0603'STATION IS LOCATED ON THE HIGHEST POINT IN THE VILLAGE OF WEST
 NL0603'SIDE ABOUT 50 FEET NORTH OF CENTER OF STREET.  STATION IS OF
 NL0603'STEEL CONSTRUCTION WITH FOUR LEGS ABOUT 20 FEET SQUARE AT
 NL0603'BASE AND 100 FEET HIGH.  STATION IS PAINTED SILVER.
 NL0603'
 NL0603'THE POINT INTERSECTED WAS THE BALL FINIAL.
 NL0603'
 NL0603'TO REACH FROM THE POST OFFICE IN WEST SIDE GO SOUTH FOR 0.1
 NL0603'MILE TO CROSS STREET.  TURN LEFT AND GO EAST ABOUT 50 YARDS
 NL0603'TO STATION ON LEFT OR NORTH SIDE OF STREET AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0601 ***********************************************************************
 NJ0601  DESIGNATION -  WEST UNION
 NJ0601  PID         -  NJ0601
 NJ0601  STATE/COUNTY-  IA/FAYETTE
 NJ0601  USGS QUAD   -  WEST UNION (1981)
 NJ0601
 NJ0601                         *CURRENT SURVEY CONTROL
 NJ0601  ___________________________________________________________________
 NJ0601* NAD 83(1996)-  42 57 43.28880(N)    091 48 25.48170(W)     ADJUSTED  
 NJ0601* NAVD 88     -       364.863  (meters)    1197.05   (feet)  ADJUSTED  
 NJ0601  ___________________________________________________________________
 NJ0601  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 NJ0601  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 NJ0601  DYNAMIC HT  -         364.765 (meters)    1196.73  (feet)  COMP
 NJ0601  MODELED GRAV-     980,339.5   (mgal)                       NAVD 88
 NJ0601
 NJ0601  HORZ ORDER  -  SECOND
 NJ0601  VERT ORDER  -  FIRST     CLASS II
 NJ0601
 NJ0601.The horizontal coordinates were established by classical geodetic methods
 NJ0601.and adjusted by the National Geodetic Survey in May 1999..
 NJ0601
 NJ0601.The orthometric height was determined by differential leveling
 NJ0601.and adjusted by the National Geodetic Survey in June 1991..
 NJ0601
 NJ0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0601
 NJ0601.The geoid height was determined by GEOID03.
 NJ0601
 NJ0601.The dynamic height is computed by dividing the NAVD 88
 NJ0601.geopotential number by the normal gravity value computed on the
 NJ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0601.degrees latitude (g = 980.6199 gals.).
 NJ0601
 NJ0601.The modeled gravity was interpolated from observed gravity values.
 NJ0601
 NJ0601;                    North         East     Units Scale Factor Converg.
 NJ0601;SPC IA N     - 1,163,781.547 1,638,112.502   MT  0.99995854   +1 08 50.5
 NJ0601;UTM  15      - 4,757,288.033   597,293.457   MT  0.99971645   +0 48 47.0
 NJ0601
 NJ0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0601!SPC IA N     -   0.99994757  x   0.99995854  =   0.99990611
 NJ0601!UTM  15      -   0.99994757  x   0.99971645  =   0.99966403
 NJ0601
 NJ0601                          SUPERSEDED SURVEY CONTROL
 NJ0601
 NJ0601  NAD 83(1996)-  42 57 43.28867(N)    091 48 25.48147(W) AD(       ) 2
 NJ0601  NAD 83(1986)-  42 57 43.27995(N)    091 48 25.48116(W) AD(       ) 2
 NJ0601  NAD 27      -  42 57 43.35850(N)    091 48 24.90270(W) AD(       ) 2
 NJ0601  NGVD 29 (??/??/92)  364.896  (m)         1197.16   (f) ADJ UNCH    1 2
 NJ0601
 NJ0601.Superseded values are not recommended for survey control.
 NJ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0601.See file dsdata.txt to determine how the superseded data were derived.
 NJ0601
 NJ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9729357288(NAD 83)
 NJ0601_MARKER: DB = BENCH MARK DISK
 NJ0601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0601_SP_SET: STEP
 NJ0601_STAMPING: WEST UNION 1933
 NJ0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0601
 NJ0601  HISTORY     - Date     Condition        Report By
 NJ0601  HISTORY     - 1961     MONUMENTED       CGS
 NJ0601  HISTORY     - 1934     GOOD             NGS
 NJ0601  HISTORY     - 1980     GOOD             LOCSUR
 NJ0601
 NJ0601                          STATION DESCRIPTION
 NJ0601
 NJ0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0601'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE FAYETTE
 NJ0601'COUNTY COURTHOUSE LAWN.  IT IS 99 FEET NORTHWEST OF THE NORTHEAST
 NJ0601'CORNER OF THE JAIL HOUSE, 78 FEET NORTHEAST OF THE NORTHEAST
 NJ0601'CORNER OF THE COURTHOUSE, 57 FEET WEST OF A 20 INCH ELM TREE,
 NJ0601'AND 23 FEET SOUTH OF AN 8 INCH MAPLE TREE.
 NJ0601'
 NJ0601'BENCH MARK, WEST UNION IS A STANDARD COAST AND GEODETIC
 NJ0601'SURVEY BENCH MARK DISK STAMPED WEST UNION 1933 CEMENTED
 NJ0601'IN A DRILL HOLE IN THE STEP OF THE EAST ENTRANCE OF THE
 NJ0601'FAYETTE COUNTY COURTHOUSE.
 NJ0601
 NJ0601                          STATION RECOVERY (1934)
 NJ0601
 NJ0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NJ0601'AT WEST UNION.
 NJ0601'AT WEST UNION, FAYETTE COUNTY, AT THE COUNTY COURTHOUSE, 18
 NJ0601'FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 5 FEET NORTH OF
 NJ0601'THE CENTERLINE OF THE EAST ENTRANCE, AND IN THE NORTHWEST
 NJ0601'CORNER OF THE TOP STEP.  A STANDARD DISK, STAMPED WEST UNION
 NJ0601'1933.
 NJ0601
 NJ0601                          STATION RECOVERY (1980)
 NJ0601
 NJ0601'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NJ0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0831 ***********************************************************************
 NJ0831  DESIGNATION -  WEST UNION FIRST BAP CH SPIRE
 NJ0831  PID         -  NJ0831
 NJ0831  STATE/COUNTY-  IA/FAYETTE
 NJ0831  USGS QUAD   -  WEST UNION (1981)
 NJ0831
 NJ0831                         *CURRENT SURVEY CONTROL
 NJ0831  ___________________________________________________________________
 NJ0831* NAD 83(1996)-  42 57 46.29464(N)    091 48 30.38124(W)     ADJUSTED  
 NJ0831* NAVD 88     -                                                        
 NJ0831  ___________________________________________________________________
 NJ0831  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 NJ0831  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 NJ0831
 NJ0831  HORZ ORDER  -  THIRD
 NJ0831
 NJ0831.The horizontal coordinates were established by classical geodetic methods
 NJ0831.and adjusted by the National Geodetic Survey in May 1999..
 NJ0831
 NJ0831
 NJ0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0831
 NJ0831.The geoid height was determined by GEOID03.
 NJ0831
 NJ0831;                    North         East     Units Scale Factor Converg.
 NJ0831;SPC IA N     - 1,163,872.059 1,637,999.629   MT  0.99995861   +1 08 47.2
 NJ0831;UTM  15      - 4,757,379.180   597,181.141   MT  0.99971618   +0 48 43.7
 NJ0831
 NJ0831                          SUPERSEDED SURVEY CONTROL
 NJ0831
 NJ0831  NAD 83(1996)-  42 57 46.29451(N)    091 48 30.38101(W) AD(       ) 4
 NJ0831  NAD 83(1986)-  42 57 46.28571(N)    091 48 30.38064(W) AD(       ) 4
 NJ0831  NAD 27      -  42 57 46.36400(N)    091 48 29.80200(W) AD(       ) 3
 NJ0831
 NJ0831.Superseded values are not recommended for survey control.
 NJ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0831.See file dsdata.txt to determine how the superseded data were derived.
 NJ0831
 NJ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9718157379(NAD 83)
 NJ0831_MARKER: 90 = CHURCH SPIRE
 NJ0831
 NJ0831  HISTORY     - Date     Condition        Report By
 NJ0831  HISTORY     - 1961     FIRST OBSERVED   CGS
 NJ0831
 NJ0831                          STATION DESCRIPTION
 NJ0831
 NJ0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0831'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE.  IT IS A WHITE
 NJ0831'FRAME CHURCH WITH A METAL SPIRE PAINTED WHITE.  THE OVERALL
 NJ0831'HEIGHT IS ABOUT 85 FEET.
 NJ0831'
 NJ0831'IT IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION FORMED
 NJ0831'BY EAST MAIN STREET AND NORTH VINE STREET IN WEST UNION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0837 ***********************************************************************
 NJ0837  DESIGNATION -  WEST UNION HOLY NAME CATH CH
 NJ0837  PID         -  NJ0837
 NJ0837  STATE/COUNTY-  IA/FAYETTE
 NJ0837  USGS QUAD   -  WEST UNION (1981)
 NJ0837
 NJ0837                         *CURRENT SURVEY CONTROL
 NJ0837  ___________________________________________________________________
 NJ0837* NAD 83(1996)-  42 57 44.85762(N)    091 48 21.75772(W)     ADJUSTED  
 NJ0837* NAVD 88     -                                                        
 NJ0837  ___________________________________________________________________
 NJ0837  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 NJ0837  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 NJ0837
 NJ0837  HORZ ORDER  -  THIRD
 NJ0837
 NJ0837.The horizontal coordinates were established by classical geodetic methods
 NJ0837.and adjusted by the National Geodetic Survey in May 1999..
 NJ0837
 NJ0837
 NJ0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0837
 NJ0837.The geoid height was determined by GEOID03.
 NJ0837
 NJ0837;                    North         East     Units Scale Factor Converg.
 NJ0837;SPC IA N     - 1,163,831.638 1,638,195.913   MT  0.99995858   +1 08 53.1
 NJ0837;UTM  15      - 4,757,337.625   597,377.138   MT  0.99971665   +0 48 49.6
 NJ0837
 NJ0837                          SUPERSEDED SURVEY CONTROL
 NJ0837
 NJ0837  NAD 83(1996)-  42 57 44.85749(N)    091 48 21.75748(W) AD(       ) 4
 NJ0837  NAD 83(1986)-  42 57 44.84870(N)    091 48 21.75710(W) AD(       ) 4
 NJ0837  NAD 27      -  42 57 44.92700(N)    091 48 21.17900(W) AD(       ) 3
 NJ0837
 NJ0837.Superseded values are not recommended for survey control.
 NJ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0837.See file dsdata.txt to determine how the superseded data were derived.
 NJ0837
 NJ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9737757338(NAD 83)
 NJ0837_MARKER: 90 = CHURCH SPIRE
 NJ0837
 NJ0837  HISTORY     - Date     Condition        Report By
 NJ0837  HISTORY     - 1961     FIRST OBSERVED   CGS
 NJ0837
 NJ0837                          STATION DESCRIPTION
 NJ0837
 NJ0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0837'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED JUST
 NJ0837'SOUTHEAST OF THE INTERSECTION OF EAST MAIN AND NORTH WALNUT STREETS
 NJ0837'IN WEST UNION.  THE SPIRE IS ATOP A RED BRICK BUILDING AND IS
 NJ0837'COVERED WITH DARK SHINGLES AND HAS A GOLD CROSS ON ITS TOP.
 NJ0837'THE OVERALL HEIGHT IS ABOUT 70 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0836 ***********************************************************************
 NJ0836  DESIGNATION -  WEST UNION MUNICIPAL TANK
 NJ0836  PID         -  NJ0836
 NJ0836  STATE/COUNTY-  IA/FAYETTE
 NJ0836  USGS QUAD   -  WEST UNION (1981)
 NJ0836
 NJ0836                         *CURRENT SURVEY CONTROL
 NJ0836  ___________________________________________________________________
 NJ0836* NAD 83(1996)-  42 57 39.19597(N)    091 48 23.89367(W)     ADJUSTED  
 NJ0836* NAVD 88     -                                                        
 NJ0836  ___________________________________________________________________
 NJ0836  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 NJ0836  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 NJ0836
 NJ0836  HORZ ORDER  -  THIRD
 NJ0836
 NJ0836.The horizontal coordinates were established by classical geodetic methods
 NJ0836.and adjusted by the National Geodetic Survey in May 1999..
 NJ0836
 NJ0836
 NJ0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0836
 NJ0836.The geoid height was determined by GEOID03.
 NJ0836
 NJ0836;                    North         East     Units Scale Factor Converg.
 NJ0836;SPC IA N     - 1,163,655.999 1,638,151.014   MT  0.99995844   +1 08 51.6
 NJ0836;UTM  15      - 4,757,162.292   597,331.227   MT  0.99971654   +0 48 48.0
 NJ0836
 NJ0836                          SUPERSEDED SURVEY CONTROL
 NJ0836
 NJ0836  NAD 83(1996)-  42 57 39.19583(N)    091 48 23.89344(W) AD(       ) 4
 NJ0836  NAD 83(1986)-  42 57 39.18703(N)    091 48 23.89306(W) AD(       ) 4
 NJ0836  NAD 27      -  42 57 39.26500(N)    091 48 23.31500(W) AD(       ) 3
 NJ0836
 NJ0836.Superseded values are not recommended for survey control.
 NJ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0836.See file dsdata.txt to determine how the superseded data were derived.
 NJ0836
 NJ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9733157162(NAD 83)
 NJ0836_MARKER: 53 = ELEVATED TANK
 NJ0836
 NJ0836  HISTORY     - Date     Condition        Report By
 NJ0836  HISTORY     - 1961     FIRST OBSERVED   CGS
 NJ0836  HISTORY     - 1978     GOOD             NGS
 NJ0836
 NJ0836                          STATION DESCRIPTION
 NJ0836
 NJ0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0836'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK LOCATED
 NJ0836'ABOUT 200 FEET SOUTHWEST OF THE INTERSECTION OF EAST ELM AND
 NJ0836'NORTH WALNUT STREETS IN WEST UNION.  IT IS A FOUR LEGGED STEEL
 NJ0836'STRUCTURE PAINTED SILVER WITH A RED TOP AND THE LEGEND WEST
 NJ0836'UNION IN BLACK ON ITS WEST SIDE.  THE OVERALL HEIGHT IS
 NJ0836'APPROXIMATELY 120 FEET.
 NJ0836
 NJ0836                          STATION RECOVERY (1978)
 NJ0836
 NJ0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NJ0836'THE STATION, WEST UNION MUNICIPAL WATER TANK, WAS RECOVERED AS
 NJ0836'PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0844 ***********************************************************************
 NJ0844  DESIGNATION -  WESTGATE
 NJ0844  PID         -  NJ0844
 NJ0844  STATE/COUNTY-  IA/FAYETTE
 NJ0844  USGS QUAD   -  MAYNARD (1981)
 NJ0844
 NJ0844                         *CURRENT SURVEY CONTROL
 NJ0844  ___________________________________________________________________
 NJ0844* NAD 83(1996)-  42 47 17.00822(N)    091 56 56.89783(W)     ADJUSTED  
 NJ0844* NAVD 88     -       368.     (meters)    1207.     (feet)  SCALED    
 NJ0844  ___________________________________________________________________
 NJ0844  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 NJ0844  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 NJ0844
 NJ0844  HORZ ORDER  -  FIRST
 NJ0844
 NJ0844.The horizontal coordinates were established by classical geodetic methods
 NJ0844.and adjusted by the National Geodetic Survey in May 1999..
 NJ0844
 NJ0844.The orthometric height was scaled from a topographic map.
 NJ0844
 NJ0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0844
 NJ0844.The geoid height was determined by GEOID03.
 NJ0844
 NJ0844;                    North         East     Units Scale Factor Converg.
 NJ0844;SPC IA N     - 1,144,237.345 1,626,878.771   MT  0.99994757   +1 03 03.9
 NJ0844;UTM  15      - 4,737,814.855   585,948.195   MT  0.99969088   +0 42 50.0
 NJ0844
 NJ0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0844!SPC IA N     -   0.99994710  x   0.99994757  =   0.99989467
 NJ0844!UTM  15      -   0.99994710  x   0.99969088  =   0.99963800
 NJ0844
 NJ0844:                Primary Azimuth Mark                     Grid Az
 NJ0844:SPC IA N     -  FAYETTE COUNTY HOME STACK                035 52 15.0
 NJ0844:UTM  15      -  FAYETTE COUNTY HOME STACK                036 12 28.9
 NJ0844
 NJ0844|---------------------------------------------------------------------|
 NJ0844| PID    Reference Object                     Distance      Geod. Az  |
 NJ0844|                                                           dddmmss.s |
 NJ0844| NJ0833 FAYETTE COUNTY HOME STACK           APPROX.15.5 KM 0365518.9 |
 NJ0844| NJ0830 FAYETTE COUNTY HOME WATER TANK      APPROX.15.5 KM 0371654.0 |
 NJ0844| CI6531 WESTGATE AZ MK 3                                   0660000.8 |
 NJ0844| NJ0845 MAYNARD MUNICIPAL TANK              APPROX. 5.9 KM 1064826.8 |
 NJ0844| CI6534 WESTGATE RM 3                        44.733 METERS 13406     |
 NJ0844| CI6532 WESTGATE RM 1                        40.450 METERS 13407     |
 NJ0844| CI6536 WESTGATE RM 5                        46.269 METERS 13543     |
 NJ0844| CI6530 WESTGATE AZ MK                                     1373117.5 |
 NJ0844| NJ0828 WESTGATE LAPLACE AZ MK              APPROX. 5.1 KM 1604030.6 |
 NJ0844| NJ0820 OELWEIN INTERSTATE PWR CO STK       APPROX.13.1 KM 1665337.6 |
 NJ0844| NJ0824 OELWEIN CGW RR SHOPS TANK           APPROX.12.8 KM 1675354.5 |
 NJ0844| NJ0825 OELWEIN CGW RR SHOPS STACK          APPROX.12.6 KM 1680834.0 |
 NJ0844| NJ0826 OELWEIN CGW RR ROUNDHOUSE STK       APPROX.11.9 KM 1711156.3 |
 NJ0844| CI6537 WESTGATE RM 6                        43.873 METERS 22040     |
 NJ0844| CI6533 WESTGATE RM 2                        38.268 METERS 22229     |
 NJ0844| CI6535 WESTGATE RM 4                        42.602 METERS 22237     |
 NJ0844| NJ0843 WESTGATE MUNICIPAL TANK             APPROX. 4.4 KM 2392938.5 |
 NJ0844| NK0473 SUMNER MUNICIPAL TANK               APPROX.13.8 KM 2982630.8 |
 NJ0844| NK0475 SUMNER ST JOHNS LUTH CH SPIRE       APPROX.13.5 KM 2991944.1 |
 NJ0844| NJ0846 HAWKEYE TRINITY LUTH CH SPIRE       APPROX.16.4 KM 3585500.1 |
 NJ0844| NJ0847 HAWKEYE MUNICIPAL TANK              APPROX.16.7 KM 3592158.0 |
 NJ0844|---------------------------------------------------------------------|
 NJ0844
 NJ0844                          SUPERSEDED SURVEY CONTROL
 NJ0844
 NJ0844  NAD 83(1996)-  42 47 17.00791(N)    091 56 56.89743(W) AD(       ) 1
 NJ0844  NAD 83(1986)-  42 47 16.99903(N)    091 56 56.89789(W) AD(       ) 1
 NJ0844  NAD 27      -  42 47 17.06300(N)    091 56 56.27750(W) AD(       ) 1
 NJ0844
 NJ0844.Superseded values are not recommended for survey control.
 NJ0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0844.See file dsdata.txt to determine how the superseded data were derived.
 NJ0844
 NJ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8594837815(NAD 83)
 NJ0844_MARKER: DS = TRIANGULATION STATION DISK
 NJ0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0844_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NJ0844
 NJ0844  HISTORY     - Date     Condition        Report By
 NJ0844  HISTORY     - 1934     MONUMENTED       CGS
 NJ0844  HISTORY     - 1935     GOOD             CGS
 NJ0844  HISTORY     - 1947     GOOD             IA-065
 NJ0844  HISTORY     - 1961     GOOD             CGS
 NJ0844  HISTORY     - 1975     GOOD             NGS
 NJ0844
 NJ0844                          STATION DESCRIPTION
 NJ0844
 NJ0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0844'STATION IS ABOUT 2.5 MILES NE OF WESTGATE AND 7.5 MILES N OF
 NJ0844'OELWEIN, IN THE SE 1/4 SEC. 7, T 92 N, R 9 W, ON LAND OWNED
 NJ0844'AND OCCUPIED BY E.W. OLTROGGE.  THE STATION MARK IS ABOUT 65
 NJ0844'FEET SE OF MR. OLTROGGES HOUSE.  22 FEET E OF DRIVE TO BARN
 NJ0844'LOT.  24 FEET W OF GARDEN FENCE.  36 FEET N OF FENCE LINE.
 NJ0844'66 FEET N OF ROAD, AND IS FLUSH WITH THE GROUND.
 NJ0844'
 NJ0844'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NJ0844'BRONZE DISKS SET IN CONCRETE.
 NJ0844'
 NJ0844'REFERENCE MARK NO. 1 IS SE OF THE STATION.  25 FEET S OF THE
 NJ0844'CENTER LINE OF ROAD.  2 FEET S OF FENCE LINE, AND PROJECTS
 NJ0844'4 INCHES.
 NJ0844'
 NJ0844'REFERENCE MARK NO. 2 IS SW OF THE STATION.  25 FEET S OF THE
 NJ0844'CENTER LINE OF ROAD.  2 FEET S OF FENCE LINE, AND PROJECTS
 NJ0844'10 INCHES.
 NJ0844'
 NJ0844'AZIMUTH MARK IS SE OF THE STATION.  36 FEET E OF THE CENTER
 NJ0844'LINE OF ROAD.  2 FEET W OF FENCE LINE.  0.35 MILE S OF CROSSROADS
 NJ0844'WHICH ARE 0.35 MILE E OF THE STATION, AND PROJECTS 6 INCHES.
 NJ0844'
 NJ0844'THE AZIMUTH INITIAL IS SSE OF THE STATION.  15 FEET W OF W GATE
 NJ0844'POST TO LANE LEADING TO MR. KASTLIS FARMHOUSE.  24 FEET S OF
 NJ0844'THE CENTER LINE OF ROAD, AND PROJECTS 5 INCHES.  TO REACH
 NJ0844'FROM STATION, GO E 0.35 MILE TO CROSSROADS, THEN S 3 MILES
 NJ0844'TO CROSSROADS, THEN E 0.7 MILE TO MARK ON S SIDE OF ROAD.
 NJ0844'
 NJ0844'TO REACH STATION FROM WESTGATE, GO E 1-3/4 MILES TO CROSSROADS,
 NJ0844'THEN N ON GRAVEL 1 MILE.  THEN E 0.7 MILE TO STATION ON THE
 NJ0844'N SIDE OF ROAD.  TO REACH FROM OELWEIN, GO N ON STATE HIGHWAY
 NJ0844'11 FOR 7 MILES TO CROSSROADS, THEN W ON GRAVEL 2 MILES TO
 NJ0844'CROSSROADS, THENCE N 1 MILE TO CROSSROADS, THEN W 0.35 MILE TO
 NJ0844'STATION.
 NJ0844
 NJ0844                          STATION RECOVERY (1935)
 NJ0844
 NJ0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0844'STATION IS ABOUT 7-1/2 MILES NNW OF OELWEIN, ABOUT 3-1/2
 NJ0844'MILES WSW OF MAYNARD, ABOUT 2-1/2 MILES NE OF WESTGATE, IN
 NJ0844'SE 1/4 SEC. 7, T 92 N, R 9 W, ON FARM OWNED AND OCCUPIED BY
 NJ0844'E.W. OLTROGGE, IN THE BARNYARD, 65 FEET SE OF SE CORNER OF
 NJ0844'HIS HOUSE, 35 FEET E OF THE YARD FENCE, 51 FEET NE OF SE
 NJ0844'CORNER POST OF YARD FENCE, 67 FEET N OF CENTER LINE OF THE E-W
 NJ0844'DIRT ROAD, 36 FEET N OF THE S BARNYARD (RIGHT-OF-WAY) FENCE,
 NJ0844'31 FEET NNE OF THE LONE 3-FOOT MAPLE TREE, 24 FEET W OF THE
 NJ0844'GARDEN FENCE, 40 FEET SSW OF SW CORNER OF THE GARAGE.  IT IS
 NJ0844'MARKED AND WAS FOUND IN GOOD
 NJ0844'CONDITION.  IT IS FLUSH WITH THE SURFACE.
 NJ0844'
 NJ0844'AZIMUTH MARK (1934) IS SE OF STATION, 32 FEET E OF CENTER
 NJ0844'LINE OF THE N-S DIRT ROAD, ON RIGHT-OF-WAY LINE, 0.4 MILE
 NJ0844'S OF THE FIRST CROSSROADS E OF STATION, 19 FEET N OF A SMALL
 NJ0844'BOULDER.  IT WAS FOUND IN GOOD CONDITION, AND IS MARKED.
 NJ0844'IT PROJECTS 5 INCHES.
 NJ0844'
 NJ0844'BOTH REFERENCE MARKS (1934) ARE MARKED,
 NJ0844'AND WERE FOUND IN GOOD CONDITION.
 NJ0844'
 NJ0844'REFERENCE MARK NO. 1 IS SE OF STATION, 28 FEET S OF CENTER
 NJ0844'LINE OF THE ROAD, 2 FEET S OF THE RIGHT-OF-WAY FENCE, 119
 NJ0844'FEET ESE OF THE LONE 3-FOOT MAPLE TREE, 93 FEET E OF THE
 NJ0844'TRANSMISSION POLE.  IT PROJECTS 6 INCHES.
 NJ0844'
 NJ0844'REFERENCE MARK NO. 2 IS SW OF STATION, 26 FEET S OF CENTER
 NJ0844'LINE OF THE ROAD, 2 FEET S OF THE RIGHT-OF-WAY FENCE, 98 FEET
 NJ0844'SW OF THE LONE 3-FOOT MAPLE TREE, 85 FEET SW OF THE SE CORNER
 NJ0844'POST OF THE YARD FENCE, 87 FEET W OF THE TRANSMISSION POLE,
 NJ0844'180.05 FEET W OF REFERENCE MARK NO. 1.  IT PROJECTS 8 INCHES.
 NJ0844'
 NJ0844'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 11 IN
 NJ0844'OELWEIN, GO N ON STATE HIGHWAY 11, 7.0 MILES TO CROSSROADS
 NJ0844'WHERE HIGHWAY 11 TURNS E.  THEN LEAVE HIGHWAY 11 AND GO W ON
 NJ0844'GRAVEL ROAD 2.0 MILES TO CROSSROADS.  THEN N OF DIRT ROAD
 NJ0844'1.0 MILE TO CROSSROADS.  THEN W ON DIRT ROAD 0.35 MILE TO
 NJ0844'STATION ON N SIDE OF THE ROAD.
 NJ0844'
 NJ0844'THE BALL WAS THE OBJECT POINTED ON, ON THE WESTGATE MUNICIPAL
 NJ0844'TANK.
 NJ0844
 NJ0844                          STATION RECOVERY (1947)
 NJ0844
 NJ0844'RECOVERY NOTE BY FAYETTE COUNTY IOWA 1947 (ADF)
 NJ0844'REFERENCE MARKS NEAR SOUTH FENCE OF SECTION LINE WOULD BE
 NJ0844'IN 9 FEET N OF NEW SOUTH FENCE AND IN DITCH OF PROPOSED NEW
 NJ0844'GRADE.
 NJ0844'
 NJ0844'INSTRUMENT WAS SET UP OVER STATION MARK.  REFERENCE MARK
 NJ0844'NO. 3 WAS SET ON LINE FROM STATION TO REFERENCE MARK NO. 1
 NJ0844'AND 14 FEET FARTHER FROM THE STATION THAN REFERENCE MARK NO. 1.
 NJ0844'
 NJ0844'REFERENCE MARK NO. 4 WAS SET ON LINE FROM STATION TO REFERENCE
 NJ0844'MARK NO. 2 AND 14 FEET FARTHER FROM THE STATION THAN REFERENCE
 NJ0844'MARK NO. 2.
 NJ0844'
 NJ0844'REFERENCE MARK NOS. 3 AND 4 ARE ON THE NEW FENCE LINE AND 33
 NJ0844'FEET SOUTH OF SECTION LINE BETWEEN SECTIONS 7 AND 18, T 92 N,
 NJ0844'R 9 W, FIFTH P.M.
 NJ0844'
 NJ0844'REFERENCE MARK DISKS STAMPED WESTGATE NO. 1 1934 AND WESTGATE
 NJ0844'NO. 2 1934 WERE RECEIVED AT THIS OFFICE 1/2/47)
 NJ0844
 NJ0844                          STATION RECOVERY (1961)
 NJ0844
 NJ0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0844'THE STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED AND
 NJ0844'FOUND IN GOOD CONDITION.  REFERENCE MARKS 3 AND 4 WERE SET
 NJ0844'BY A COUNTY SURVEYOR AND NO DIRECTIONS OR DISTANCES WERE
 NJ0844'TAKEN.  THE AZIMUTH MARK WAS NOT RECOVERED, BELIEVED TO HAVE
 NJ0844'BEEN TORN OUT BY ROAD CONSTRUCTION.  A NEW AZIMUTH MARK WAS
 NJ0844'ESTABLISHED AT THIS TIME.
 NJ0844'
 NJ0844'A COMPLETE NEW DESCRIPTION FOLLOWS--
 NJ0844'
 NJ0844'THE STATION IS ABOUT 3 MILES NORTHEAST OF WESTGATE, ON THE
 NJ0844'PROPERTY OF MR. OTTO H. BUHR AND IS IN THE SOUTHEAST 1/4
 NJ0844'OF SECTION 7, T. 92 N., R. 9 W.  IT IS 40 FEET SOUTHWEST OF THE
 NJ0844'SOUTHWEST CORNER OF A FRAME SHED, 64 FEET SOUTHEAST OF THE
 NJ0844'SOUTHEAST CORNER OF A FARME HOUSE, 70 FEET NORTH OF THE
 NJ0844'CENTERLINE OF A GRAVELED, 25 FEET NORTHWEST OF A POWER POLE AND
 NJ0844'22 FEET EAST OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT
 NJ0844'IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED WESTGATE 1934.
 NJ0844'
 NJ0844'TO REACH FROM THE POST OFFICE IN WESTGATE, GO WEST ON A PAVED
 NJ0844'STREET FOR 0.05 MILE TO A T-ROAD JUNCTION (STATE HIGHWAY 295).
 NJ0844'TURN RIGHT AND GO NORTH ON STATE HIGHWAY 295 FOR 0.2 MILE
 NJ0844'TO A T-ROAD (STATE HIGHWAY 295 TURNS RIGHT).  TURN RIGHT AND
 NJ0844'FOLLOW HIGHWAY 295 EAST FOR 2.7 MILES TO A CROSSROAD.  TURN
 NJ0844'LEFT AND GO NORTH ON A PAVED ROAD FOR 1.0 MILE TO A CROSSROAD,*.
 NJ0844'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.35 MILE TO THE
 NJ0844'STATION ON THE RIGHT.
 NJ0844'
 NJ0844'* TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON THE
 NJ0844'PAVED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 NJ0844'
 NJ0844'REFERENCE MARK 3 IS SET IN AN EAST-WEST FENCE LINE, 31 FEET
 NJ0844'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 45 FEET WEST
 NJ0844'OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NJ0844'WESTGATE NO 3 1934.
 NJ0844'
 NJ0844'REFERENCE MARK 4 IS SET IN THE EAST-WEST FENCE LINE, 32 FEET
 NJ0844'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 30 FEET
 NJ0844'EAST OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 NJ0844'STAMPED WESTGATE NO 4 1934.
 NJ0844'
 NJ0844'THE AZIMUTH MARK IS SET FLUSH IN A DRILL HOLE IN THE TOP OF A
 NJ0844'BOULDER ABOUT 5 FEET BY 6 FEET, THAT PROJECTS 30 INCHES
 NJ0844'AND THE DISK IS STAMPED WESTGATE 1934 RESET 1961.
 NJ0844'
 NJ0844'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NJ0844
 NJ0844                          STATION RECOVERY (1975)
 NJ0844
 NJ0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NJ0844'THE STATION MARK AND THE AZIMUTH MARK 1934 RESET 1961 WERE RECOVERED
 NJ0844'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 3 AND REFERENCE MARK
 NJ0844'4 WERE RESET IN 1974 BY THE FAYETTE COUNTY ENGINEER DUE TO ROAD
 NJ0844'CONSTRUCTION.  THE REFERENCE MARK DISKS WERE STAMPED NO 5 AND NO 6
 NJ0844'1975 THIS DATE.  THE WESTGATE, MUNICIPAL WATER TANK WAS USED FOR
 NJ0844'THE TIE LINE FOR THE OBSERVATION OF THE DIRECTION TO THE REFERENCE
 NJ0844'MARKS AND THE DIRECTION TO THE PICTURE POINT LISTED ABOVE WAS
 NJ0844'VERIFIED.  THE AZIMUTH MARK WAS OBSTRUCTED BY TALL CORN THIS
 NJ0844'DATE.  THE 1961 DESCRIPTION FOR THE STATION MARK AND AZIMUTH MARK
 NJ0844'IS ADEQUATE FOR RECOVERY.  FOLLOWING IS A DESCRIPTION FOR
 NJ0844'REFERENCE MARKS 5 AND 6.
 NJ0844'
 NJ0844'REFERENCE MARK 5 IS A STANDARD DISK STAMPED WESTGATE 1934 NO 5
 NJ0844'1975, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NJ0844'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 101.5 FEET EAST OF
 NJ0844'A POWER POLE WITH TRANSFORMER, 41 FEET SOUTH OF THE CENTER OF A
 NJ0844'GRAVELED ROAD, 1 FOOT NORTHWEST OF A METAL WITNESS POST AND 0.8
 NJ0844'FOOT NORTH OF AN EAST-WEST FENCELINE.
 NJ0844'
 NJ0844'REFERENCE MARK 6 IS A STANDARD DISK STAMPED WESTGATE 1934 NO 6 1975,
 NJ0844'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 NJ0844'FLUSH WITH THE GROUND SURFACE.  IT IS 99 FEET WEST OF THE POWER
 NJ0844'POLE WITH TRANSFORMER, 41 FEET SOUTH OF THE CENTER OF THE GRAVELED
 NJ0844'ROAD, 1 FOOT NORTHEAST OF A METAL WITNESS POST AND 0.8 FOOT NORTH
 NJ0844'OF THE EAST-WEST FENCELINE.
 NJ0844'
 NJ0844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES
 NJ0844'NORTHEAST OF WESTGATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0828 ***********************************************************************
 NJ0828  DESIGNATION -  WESTGATE LAPLACE AZ MK
 NJ0828  PID         -  NJ0828
 NJ0828  STATE/COUNTY-  IA/FAYETTE
 NJ0828  USGS QUAD   -  OELWEIN (1981)
 NJ0828
 NJ0828                         *CURRENT SURVEY CONTROL
 NJ0828  ___________________________________________________________________
 NJ0828* NAD 83(1996)-  42 44 39.62600(N)    091 55 42.02068(W)     ADJUSTED  
 NJ0828* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 NJ0828  ___________________________________________________________________
 NJ0828  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 NJ0828  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 NJ0828
 NJ0828  HORZ ORDER  -  SECOND
 NJ0828
 NJ0828.The horizontal coordinates were established by classical geodetic methods
 NJ0828.and adjusted by the National Geodetic Survey in May 1999..
 NJ0828
 NJ0828.The orthometric height was scaled from a topographic map.
 NJ0828
 NJ0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0828
 NJ0828.The geoid height was determined by GEOID03.
 NJ0828
 NJ0828;                    North         East     Units Scale Factor Converg.
 NJ0828;SPC IA N     - 1,139,413.394 1,628,670.473   MT  0.99994626   +1 03 54.7
 NJ0828;UTM  15      - 4,732,981.663   587,711.004   MT  0.99969465   +0 43 38.7
 NJ0828
 NJ0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0828!SPC IA N     -   0.99994930  x   0.99994626  =   0.99989556
 NJ0828!UTM  15      -   0.99994930  x   0.99969465  =   0.99964396
 NJ0828
 NJ0828                          SUPERSEDED SURVEY CONTROL
 NJ0828
 NJ0828  NAD 83(1996)-  42 44 39.62566(N)    091 55 42.02023(W) AD(       ) 2
 NJ0828  NAD 83(1986)-  42 44 39.61636(N)    091 55 42.02095(W) AD(       ) 2
 NJ0828  NAD 27      -  42 44 39.68090(N)    091 55 41.40490(W) AD(       ) 2
 NJ0828
 NJ0828.Superseded values are not recommended for survey control.
 NJ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0828.See file dsdata.txt to determine how the superseded data were derived.
 NJ0828
 NJ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8771132982(NAD 83)
 NJ0828_MARKER: DD = SURVEY DISK
 NJ0828_SETTING: 0 = UNSPECIFIED SETTING
 NJ0828
 NJ0828  HISTORY     - Date     Condition        Report By
 NJ0828  HISTORY     - 1934     MONUMENTED       CGS
 NJ0828
 NJ0828                          STATION DESCRIPTION
 NJ0828
 NJ0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0828'TO REACH FROM THE RAILROAD CROSSING, JUST SOUTH OF THE DEPOT
 NJ0828'IN MAYNARD, GO EAST ON STATE HIGHWAY 150 FOR 0.9 MILE TO
 NJ0828'THE JUNCTION OF STATE HIGHWAYS 150 AND 295.  KEEP LEFT AND GO
 NJ0828'SOUTH ON STATE HIGHWAY 150 FOR 2.0 MILES TO A CROSSROAD.  TURN
 NJ0828'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO A
 NJ0828'CROSSROAD.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.3 MILE TO A
 NJ0828'DRIVEWAY LEFT AND THE STATION ON THE LEFT.
 NJ0828'
 NJ0828'WESTGATE AZIMUTH MARK 1934 WAS USED AS A REFERENCE MARK
 NJ0828'AT THIS STATION.  IT IS 36 FEET SOUTH OF THE CENTERLINE OF
 NJ0828'THE GRAVELED ROAD, 22 FEET WEST OF THE CENTERLINE OF THE
 NJ0828'DRIVEWAY, AND 12 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER
 NJ0828'OF THE EAST MACHINE SHED.  THE MONUMENT PROJECTS 4 INCHES AND
 NJ0828'THE DISK IS STAMPED WESTGATE INITIAL AZIMUTH 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0843 ***********************************************************************
 NJ0843  DESIGNATION -  WESTGATE MUNICIPAL TANK
 NJ0843  PID         -  NJ0843
 NJ0843  STATE/COUNTY-  IA/FAYETTE
 NJ0843  USGS QUAD   -  MAYNARD (1981)
 NJ0843
 NJ0843                         *CURRENT SURVEY CONTROL
 NJ0843  ___________________________________________________________________
 NJ0843* NAD 83(1996)-  42 46 05.27779(N)    091 59 42.06264(W)     ADJUSTED  
 NJ0843* NAVD 88     -                                                        
 NJ0843  ___________________________________________________________________
 NJ0843  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 NJ0843  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 NJ0843
 NJ0843  HORZ ORDER  -  THIRD
 NJ0843
 NJ0843.The horizontal coordinates were established by classical geodetic methods
 NJ0843.and adjusted by the National Geodetic Survey in May 1999..
 NJ0843
 NJ0843
 NJ0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0843
 NJ0843.The geoid height was determined by GEOID03.
 NJ0843
 NJ0843;                    North         East     Units Scale Factor Converg.
 NJ0843;SPC IA N     - 1,141,956.524 1,623,165.122   MT  0.99994690   +1 01 12.0
 NJ0843;UTM  15      - 4,735,556.528   582,222.150   MT  0.99968317   +0 40 56.8
 NJ0843
 NJ0843                          SUPERSEDED SURVEY CONTROL
 NJ0843
 NJ0843  NAD 83(1996)-  42 46 05.27743(N)    091 59 42.06231(W) AD(       ) 4
 NJ0843  NAD 83(1986)-  42 46 05.26886(N)    091 59 42.06282(W) AD(       ) 4
 NJ0843  NAD 27      -  42 46 05.33200(N)    091 59 41.43900(W) AD(       ) 3
 NJ0843
 NJ0843.Superseded values are not recommended for survey control.
 NJ0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0843.See file dsdata.txt to determine how the superseded data were derived.
 NJ0843
 NJ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8222235557(NAD 83)
 NJ0843_MARKER: 53 = ELEVATED TANK
 NJ0843
 NJ0843  HISTORY     - Date     Condition        Report By
 NJ0843  HISTORY     - 1934     FIRST OBSERVED   CGS
 NJ0843  HISTORY     - 20051120 GOOD             GEOCAC
 NJ0843
 NJ0843                          STATION DESCRIPTION
 NJ0843
 NJ0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 NJ0843'STATION IS THE CENTER OF THE WESTGATE MUNICIPAL WATER TANK.  IT
 NJ0843'IS A SMALL STEEL TANK WITH BLACK SIDES AND WHITE TOP AND HAS A
 NJ0843'WHITE BALL ON TOP.  THERE IS A LIGHT ABOVE THE BALL DIRECTED DOWN
 NJ0843'ON IT.  THERE IS A 2 1/2-FOOT SQUARE WOODEN HOUSING AROUND THE
 NJ0843'FEED PIPE.  THE TANK IS SUPPORTED BY FOUR LEGS THE UPPER 15
 NJ0843'FEET OF WHICH IS VERTICAL.  THE TANK IS ABOUT 115 FEET HIGH.
 NJ0843'THE VERTICAL PART OF THE LEGS AND THE BOWL OF THE TANK CAN BE
 NJ0843'SEEN ABOVE THE TREES FROM THE SURROUNDING COUNTRY.
 NJ0843'
 NJ0843'THE TANK IS IN THE SOUTHERN PART OF THE TOWN, 2 BLOCKS (0.1
 NJ0843'MILE) S OF THE MAIN STREET OF TOWN, ABOUT 150 YARDS N OF THE
 NJ0843'RAILROAD STATION, ABOUT 200 FEET NE OF THE CHICAGO GREAT WESTERN
 NJ0843'RAILROAD, AT THE S APEX OF AN ANGLE FORMED BY A N-S STREET AND
 NJ0843'A DIAGONAL STREET PARALLEL TO THE RAILROAD.
 NJ0843
 NJ0843                          STATION RECOVERY (2005)
 NJ0843
 NJ0843'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0843'NORTH OF THE Y JUNCTION OF JAMISON AND RAILROAD STREETS. RAILROAD IS
 NJ0843'DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1171 ***********************************************************************
 MJ1171  DESIGNATION -  WESTPHALIA ST BONIFACES CHURCH
 MJ1171  PID         -  MJ1171
 MJ1171  STATE/COUNTY-  IA/SHELBY
 MJ1171  USGS QUAD   -  PANAMA (1978)
 MJ1171
 MJ1171                         *CURRENT SURVEY CONTROL
 MJ1171  ___________________________________________________________________
 MJ1171* NAD 83(1996)-  41 43 14.38478(N)    095 23 42.51381(W)     ADJUSTED  
 MJ1171* NAVD 88     -                                                        
 MJ1171  ___________________________________________________________________
 MJ1171  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 MJ1171  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 MJ1171
 MJ1171  HORZ ORDER  -  THIRD
 MJ1171
 MJ1171.The horizontal coordinates were established by classical geodetic methods
 MJ1171.and adjusted by the National Geodetic Survey in May 1999..
 MJ1171
 MJ1171
 MJ1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1171
 MJ1171.The geoid height was determined by GEOID03.
 MJ1171
 MJ1171;                    North         East     Units Scale Factor Converg.
 MJ1171;SPC IA S     -   192,800.119   342,315.293   MT  0.99998947   -1 14 54.0
 MJ1171;UTM  15      - 4,621,534.624   300,768.084   MT  1.00008848   -1 35 40.2
 MJ1171
 MJ1171                          SUPERSEDED SURVEY CONTROL
 MJ1171
 MJ1171  NAD 83(1996)-  41 43 14.38603(N)    095 23 42.51766(W) AD(       ) 4
 MJ1171  NAD 83(1986)-  41 43 14.38720(N)    095 23 42.51933(W) AD(       ) 4
 MJ1171  NAD 27      -  41 43 14.48000(N)    095 23 41.59400(W) AD(       ) 3
 MJ1171
 MJ1171.Superseded values are not recommended for survey control.
 MJ1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1171.See file dsdata.txt to determine how the superseded data were derived.
 MJ1171
 MJ1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG0076821535(NAD 83)
 MJ1171_MARKER: 90 = CHURCH SPIRE
 MJ1171
 MJ1171  HISTORY     - Date     Condition        Report By
 MJ1171  HISTORY     - 1930     FIRST OBSERVED   CGS
 MJ1171  HISTORY     - 1950     GOOD             CGS
 MJ1171  HISTORY     - 1981     GOOD             NGS
 MJ1171
 MJ1171                          STATION DESCRIPTION
 MJ1171
 MJ1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1171'THE STATION IS LOCATED IN THE WEST EDGE OF THE SMALL TOWN OF
 MJ1171'WESTPHALIA.  IT IS ABOUT 140 FEET HIGH, OF STUCCO CONSTRUCTION,
 MJ1171'AND THE ROOF OF THE SPIRE IS COVERED WITH BLACK SHINGLES.
 MJ1171'
 MJ1171'TO REACH FROM THE POST OFFICE IN WESTPHALIA, GO NORTH FOR
 MJ1171'0.05 MILE TO A CROSS-STREET, TURN RIGHT AND GO EAST FOR 0.05
 MJ1171'MILE TO THE STATION ON THE LEFT.  POINT INTERSECTED WAS THE
 MJ1171'TOP OF THE SPIRE.  THIS INTERSECTION STATION WAS ESTABLISHED
 MJ1171'IN 1930.
 MJ1171
 MJ1171                          STATION RECOVERY (1981)
 MJ1171
 MJ1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 MJ1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1633 ***********************************************************************
 NM1633  DESIGNATION -  WETROSKY
 NM1633  PID         -  NM1633
 NM1633  STATE/COUNTY-  IA/PLYMOUTH
 NM1633  USGS QUAD   -  HINTON (1964)
 NM1633
 NM1633                         *CURRENT SURVEY CONTROL
 NM1633  ___________________________________________________________________
 NM1633* NAD 83(1996)-  42 41 43.57552(N)    096 20 09.63176(W)     ADJUSTED  
 NM1633* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 NM1633  ___________________________________________________________________
 NM1633  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 NM1633  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 NM1633
 NM1633  HORZ ORDER  -  FIRST
 NM1633
 NM1633.The horizontal coordinates were established by classical geodetic methods
 NM1633.and adjusted by the National Geodetic Survey in May 1999..
 NM1633
 NM1633.The orthometric height was scaled from a topographic map.
 NM1633
 NM1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1633
 NM1633.The geoid height was determined by GEOID03.
 NM1633
 NM1633;                    North         East     Units Scale Factor Converg.
 NM1633;SPC IA N     - 1,136,682.495 1,267,666.471   MT  0.99994549   -1 55 19.5
 NM1633;UTM  14      - 4,730,435.846   718,213.348   MT  1.00018587   +1 48 25.8
 NM1633
 NM1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1633!SPC IA N     -   0.99993757  x   0.99994549  =   0.99988306
 NM1633!UTM  14      -   0.99993757  x   1.00018587  =   1.00012343
 NM1633
 NM1633:                Primary Azimuth Mark                     Grid Az
 NM1633:SPC IA N     -  WETROSKY AZ MK                           016 49 07.3
 NM1633:UTM  14      -  WETROSKY AZ MK                           013 05 22.0
 NM1633
 NM1633|---------------------------------------------------------------------|
 NM1633| PID    Reference Object                     Distance      Geod. Az  |
 NM1633|                                                           dddmmss.s |
 NM1633| CO4836 WETROSKY AZ MK                                     0145347.8 |
 NM1633| CO4837 WETROSKY AZ MK 2                                   0153739.3 |
 NM1633| NM1621 LE MARS IOWA LT CO ABAN C STK       APPROX.18.8 KM 0503219.1 |
 NM1633| NM1620 LE MARS ST JOSEPH CATH CH           APPROX.18.2 KM 0531859.8 |
 NM1633| NM1619 LE MARS MUNICIPAL TANK              APPROX.17.6 KM 0545258.8 |
 NM1633| CO4838 WETROSKY RM 1                        30.913 METERS 18045     |
 NM1633| CO4839 WETROSKY RM 2                        27.395 METERS 29958     |
 NM1633|---------------------------------------------------------------------|
 NM1633
 NM1633                          SUPERSEDED SURVEY CONTROL
 NM1633
 NM1633  NAD 83(1996)-  42 41 43.57553(N)    096 20 09.63176(W) AD(       ) 1
 NM1633  NAD 83(1996)-  42 41 43.57534(N)    096 20 09.63174(W) AD(       ) 1
 NM1633  NAD 83(1996)-  42 41 43.57562(N)    096 20 09.63132(W) AD(       ) 1
 NM1633  NAD 83(1986)-  42 41 43.57862(N)    096 20 09.62868(W) AD(       ) 1
 NM1633  NAD 27      -  42 41 43.60800(N)    096 20 08.53100(W) AD(       ) 1
 NM1633
 NM1633.Superseded values are not recommended for survey control.
 NM1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1633.See file dsdata.txt to determine how the superseded data were derived.
 NM1633
 NM1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1821330436(NAD 83)
 NM1633_MARKER: DS = TRIANGULATION STATION DISK
 NM1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1633_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1633
 NM1633  HISTORY     - Date     Condition        Report By
 NM1633  HISTORY     - 1934     MONUMENTED       CGS
 NM1633  HISTORY     - 1948     GOOD             CGS
 NM1633  HISTORY     - 1949     GOOD             CGS
 NM1633  HISTORY     - 1962     GOOD             CGS
 NM1633
 NM1633                          STATION DESCRIPTION
 NM1633
 NM1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM1633'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF MERRILL IN THE
 NM1633'CENTER OF THE SOUTHEAST QUARTER OF SEC. 13, T. 91 N., R. 47
 NM1633'W., ON LAND OWNED BY FRED WETROSKY, ON THE HIGHEST POINT IN
 NM1633'THE VICINITY, ALONG A NORTH-SOUTH FENCE LINE, 50 FEET NORTH OF
 NM1633'A WIRE GATE IN FENCE CORNER.
 NM1633'
 NM1633'TO REACH FROM MERRILL, GO WEST ON COUNTY HIGHWAY M FOR 4.25 MILES,
 NM1633'THEN SOUTH ON DIRT ROAD 2 MILES, THEN WEST 0.25 MILE TO FARMYARD
 NM1633'ROAD LEADING TO THE WETROSKY HOUSE.  HERE GO NORTH TO GATE AT NORTH
 NM1633'CORNER OF BARNLOT TO FENCE AND GATE, PASS THROUGH GATE AND FOLLOW
 NM1633'FENCE TO HIGHEST POINT AND STATION.
 NM1633'
 NM1633'REFERENCE MARK NO. 1 IS 30.930 METERS (101.48 FEET), SOUTH OF
 NM1633'STATION, ALONG NORTH-SOUTH FENCE LINE.
 NM1633'
 NM1633'REFERENCE MARK NO. 2 IS 27.375 METERS (89.81 FEET) NORTHWEST
 NM1633'OF STATION, ALONG EAST-WEST FENCE LINE.
 NM1633'
 NM1633'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE NORTHEAST OF STATION
 NM1633'ON WEST SIDE OF DIRT ROAD, 30 FEET FROM CENTERLINE AND ALONG
 NM1633'NORTH-SOUTH FENCE LINE.
 NM1633'
 NM1633'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 NM1633
 NM1633                          STATION RECOVERY (1948)
 NM1633
 NM1633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1633'STATION WAS LOCATED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1633'TO BE IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 NM1633'DID NOT CHECK.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 NM1633'
 NM1633'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF MERRILL ON THE
 NM1633'HIGHEST POINT IN THE VICINITY.  STATION IS ABOUT 0.05 MILE
 NM1633'NORTH OF FENCECORNER AND GATE AND 2 FEET EAST OF FENCELINE.
 NM1633'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 NM1633'WETROSKY 1934.
 NM1633'
 NM1633'REFERENCE MARK NO. 1 IS 101.42 FEET SOUTH OF STATION ALONG
 NM1633'FENCELINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 NM1633'STAMPED WETROSKY NO 1 1934.
 NM1633'
 NM1633'REFERENCE MARK NO. 2 IS 89.88 FEET NORTHWEST OF STATION IN
 NM1633'CULTIVATED FIELD.  THE MARK PROJECTS ABOUT 1 FOOT AND THE DISK
 NM1633'IS STAMPED WETROSKY NO 2 1934.
 NM1633'
 NM1633'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE NORTHEAST OF STATION,
 NM1633'33 FEET WEST OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD, 14
 NM1633'FEET NORTH OF GATE POST, 1 FOOT EAST OF FENCE AND 1 FOOT SOUTH
 NM1633'OF WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 NM1633'IS STAMPED WETROSKY 1934.
 NM1633'
 NM1633'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 AND COUNTY
 NM1633'HIGHWAY M IN MERRILL GO WEST ON COUNTY HIGHWAY M FOR 4.25 MILES
 NM1633'TO CROSSROADS.  TURN LEFT AND GO SOUTH FOR 2.0 MILES.  TURN
 NM1633'RIGHT AND GO WEST 0.25 MILE TO DRIVEWAY.  TURN RIGHT UP DRIVEWAY
 NM1633'PASSING THROUGH FARMYARD TO WIRE GATE.  PASS THROUGH GATE AND
 NM1633'CONTINUE NORTH ALONG FENCELINE TO HIGHEST POINT AND STATION
 NM1633'AS DESCRIBED.
 NM1633'
 NM1633'TO REACH AZIMUTH FROM IN FRONT OF FARMHOUSE GO EAST 0.25 MILE.
 NM1633'TURN LEFT AND GO NORTH 1.2 MILES TO AZIMUTH ON LEFT OR WEST SIDE
 NM1633'OF ROAD AS DESCRIBED.
 NM1633'
 NM1633'A 74 FOOT SIGNAL AT STATION FELTON 1934 IS VISIBLE FROM THE
 NM1633'GROUND.
 NM1633'
 NM1633'A 47 FOOT SIGNAL AT STATION COAD IS VISIBLE FROM THE GROUND.
 NM1633'
 NM1633'A 4 FOOT SIGNAL AT STATION PLYMOUTH IS VISIBLE FROM THE GROUND.
 NM1633'
 NM1633'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NM1633
 NM1633                          STATION RECOVERY (1949)
 NM1633
 NM1633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 NM1633'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 NM1633'BE IN GOOD CONDITION.  DUE TO CORNFIELDS THE AZIMUTH MARK AND
 NM1633'REFERENCE MARK NO. 2 COULD NOT BE CHECKED.  THE 1948 DESCRIPTION
 NM1633'IS ADEQUATE.
 NM1633
 NM1633                          STATION RECOVERY (1962)
 NM1633
 NM1633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NM1633'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NM1633'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAD
 NM1633'BEEN REMOVED FROM THE GROUND BY ROAD CONSTRUCTION.  A CORNFIELD
 NM1633'OBSTRUCTED THE LINE OF SIGHT TO REFERENCE MARK NO 2 AND PREVENTED
 NM1633'CHECKING THE MEASUREMENT AND DIRECTION TO THIS REFERENCE MARK.
 NM1633'BUT THE MARK IS IN GOOD CONDITION.  THE AZIMUTH MARK WAS RESET
 NM1633'IN A NEW LOCATION.  A COMPLETE DESCRIPTION FOLLOWS.
 NM1633'
 NM1633'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF LE MARS AND 6
 NM1633'MILES WEST-SOUTHWEST OF MERRILL IN THE CENTER OF THE SE 1/4 OF
 NM1633'SEC. 13, T. 91 N., R. 47 W ON THE HIGHEST GROUND IN THE VICINITY
 NM1633'AND ON LAND OWNED BY THE WETROSKY ESTATE AND BEING PURCHASED
 NM1633'BY CHARLES LAKIN, 253 FEET NORTH OF A FENCE T-INTERSECTION AND
 NM1633'SOUTH GATE POST, AND 2 FEET EAST OF A NORTH-SOUTH FENCE AND A
 NM1633'NEW STEEL WITNESS POST WITH A SIGN.  THE MARK IS 2 INCHES BELOW
 NM1633'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED WETROSKY
 NM1633'1934.
 NM1633'
 NM1633'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 AND
 NM1633'COUNTY ROAD M IN MERRILL, GO WEST ON COUNTY ROAD M FOR 4.25
 NM1633'MILES TO CROSSROADS.  TURN LEFT AND GO SOUTH FOR 0.8 MILE
 NM1633'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH
 NM1633'ON GRADED ROAD FOR 1.2 MILES TO A T-ROAD RIGHT.  TURN RIGHT AND
 NM1633'GO WEST FOR 0.25 MILE TO A FARMYARD ON THE RIGHT.  TURN RIGHT
 NM1633'INTO THE FARMYARD, PASS BETWEEN THE BARN AND CORNCRIB, TURN
 NM1633'RIGHT, THEN LEFT, AND FOLLOW FENCELINE NORTH FOR A TOTAL
 NM1633'DISTANCE OF 0.25 MILE TO THE HIGH GROUND AND THE STATION AS
 NM1633'DESCRIBED.
 NM1633'
 NM1633'REFERENCE MARK NO. 1 IS 101.42 FEET SOUTH OF THE STATION,
 NM1633'151.5 FEET NORTH OF A FENCE T-INTERSECTION AND SOUTH GATE POST,
 NM1633'AND 1 FOOT EAST OF A FENCE.  THE MARK IS 4 INCHES BELOW THE
 NM1633'SURFACE OF THE GROUND AND THE DISK IS STAMPED WETROSKY NO 1
 NM1633'1934.
 NM1633'
 NM1633'REFERENCE MARK NO. 2 IS 89.88 FEET NORTHWEST OF THE STATION
 NM1633'IN A CULTIVATED FIELD AND NEAR A STEEL POST.  THE MARK
 NM1633'PROJECTS ABOUT 1 FOOT AND THE DISK IS STAMPED WETROSKY NO 2 1934.
 NM1633'
 NM1633'AZIMUTH MARK (RESET) IS 1.0 MILE NORTH OF THE STATION, 0.2 MILE
 NM1633'NORTH OF A CROSSROADS, 49 FEET EAST OF THE CENTER OF A GRADED
 NM1633'AND GRAVEL ROAD, 14 FEET SOUTH OF THE CENTER OF FIELD
 NM1633'ENTRANCE AND GATE, 2 FEET SOUTH OF THE SOUTH GATE POST, 4 FEET
 NM1633'NORTH OF A TELEPHONE POLE MARKED 5, AND 1 FOOT WEST OF THE
 NM1633'EAST RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 8 INCHES AND THE
 NM1633'DISK IS STAMPED WETROSKY 1934 AZI RESET 1962.
 NM1633'
 NM1633'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0540 ***********************************************************************
 MH0540  DESIGNATION -  WHAT CHEER MUNICIPAL TANK
 MH0540  PID         -  MH0540
 MH0540  STATE/COUNTY-  IA/KEOKUK
 MH0540  USGS QUAD   -  WHAT CHEER (1965)
 MH0540
 MH0540                         *CURRENT SURVEY CONTROL
 MH0540  ___________________________________________________________________
 MH0540* NAD 83(1996)-  41 23 42.34091(N)    092 21 10.47629(W)     ADJUSTED  
 MH0540* NAVD 88     -                                                        
 MH0540  ___________________________________________________________________
 MH0540  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 MH0540  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MH0540
 MH0540  HORZ ORDER  -  THIRD
 MH0540
 MH0540.The horizontal coordinates were established by classical geodetic methods
 MH0540.and adjusted by the National Geodetic Survey in May 1999..
 MH0540
 MH0540
 MH0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0540
 MH0540.The geoid height was determined by GEOID03.
 MH0540
 MH0540;                    North         East     Units Scale Factor Converg.
 MH0540;SPC IA S     -   155,556.819   595,924.832   MT  0.99995410   +0 45 20.1
 MH0540;UTM  15      - 4,582,819.827   554,095.130   MT  0.99963601   +0 25 40.4
 MH0540
 MH0540                          SUPERSEDED SURVEY CONTROL
 MH0540
 MH0540  NAD 83(1986)-  41 23 42.34556(N)    092 21 10.48693(W) AD(       ) 4
 MH0540  NAD 27      -  41 23 42.30600(N)    092 21 09.81900(W) AD(       ) 3
 MH0540
 MH0540.Superseded values are not recommended for survey control.
 MH0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0540.See file dsdata.txt to determine how the superseded data were derived.
 MH0540
 MH0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF5409582820(NAD 83)
 MH0540_MARKER: 53 = ELEVATED TANK
 MH0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0540+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 MH0540
 MH0540  HISTORY     - Date     Condition        Report By
 MH0540  HISTORY     - 1934     FIRST OBSERVED   CGS
 MH0540  HISTORY     - 20040913 GOOD             GEOCAC
 MH0540
 MH0540                          STATION DESCRIPTION
 MH0540
 MH0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0540'STATION IS THE CENTER OF THE TALL BLACK MUNICIPAL TANK LOCATED
 MH0540'IN THE SE PART OF THE TOWN OF WHAT CHEER.  THIS TANK IS ONE
 MH0540'BLOCK E OF BARNES STREET WHICH IS THE MAIN STREET OF WHAT CHEER
 MH0540'AND IS IOWA STATE HIGHWAY 85 ALSO.  THE TANK IS ABOUT 300 FEET
 MH0540'SE OF THE HIGH SCHOOL BUILDING IN WHAT CHEER.  THE CENTER OF
 MH0540'THE TANK IS ABOUT 45 FEET S OF THE S EDGE OF S SIDEWALK ON
 MH0540'SOUTH STREET.  THE TANK IS SUPPORTED BY FOUR LEGS, WITH THREE
 MH0540'SECTIONS OF CROSS TIES AND DIAGONALS.  THE TANK HAS AN OVAL
 MH0540'BASE, STRAIGHT SIDES, A CONICAL TOP AND A BALL AT THE CENTER OF
 MH0540'THE TOP.  THE BASE OF THE TANK IS ABOUT 70 FEET ABOVE THE
 MH0540'GROUND AND THE TOP IS ABOUT 100 FEET ABOVE THE GROUND.
 MH0540'WHAT CHEER IS PAINTED IN LARGE WHITE LETTERS ON THE W FACE
 MH0540'OF THE TANK.  THE TANK WAS ERECTED IN 1912.  IT IS THE ONLY
 MH0540'NATURAL OBJECT IN WHAT CHEER THAT PROJECTS ABOVE THE TOPS
 MH0540'OF THE LOCAL TREES AND CAN BE READILY DISTINGUISHED FROM THE
 MH0540'SURROUNDING COUNTRY.
 MH0540
 MH0540                          STATION RECOVERY (2004)
 MH0540
 MH0540'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 MH0540'TANK AND PIPE ARE SILVER, WITH RED CONICAL ROOF AND BLACK LETTERING.
 MH0540'THE HIGHWAY IS NOW IA 21. THE OLD SCHOOL BUILDING CAN BE SEEN AT THE
 MH0540'CORNER OF THE HIGHWAY AND SOUTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0609 ***********************************************************************
 NL0609  DESIGNATION -  WHEELER
 NL0609  PID         -  NL0609
 NL0609  STATE/COUNTY-  IA/SAC
 NL0609  USGS QUAD   -  KIRON (1971)
 NL0609
 NL0609                         *CURRENT SURVEY CONTROL
 NL0609  ___________________________________________________________________
 NL0609* NAD 83(1996)-  42 14 22.30484(N)    095 15 35.46359(W)     ADJUSTED  
 NL0609* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 NL0609  ___________________________________________________________________
 NL0609  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 NL0609  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 NL0609
 NL0609  HORZ ORDER  -  THIRD
 NL0609
 NL0609.The horizontal coordinates were established by classical geodetic methods
 NL0609.and adjusted by the National Geodetic Survey in May 1999..
 NL0609
 NL0609.The orthometric height was scaled from a topographic map.
 NL0609
 NL0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0609
 NL0609.The geoid height was determined by GEOID03.
 NL0609
 NL0609;                    North         East     Units Scale Factor Converg.
 NL0609;SPC IA N     - 1,083,655.850 1,354,757.484   MT  0.99997312   -1 11 33.8
 NL0609;UTM  15      - 4,678,843.963   313,543.299   MT  1.00002779   -1 31 10.5
 NL0609
 NL0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0609!SPC IA N     -   0.99993392  x   0.99997312  =   0.99990704
 NL0609!UTM  15      -   0.99993392  x   1.00002779  =   0.99996170
 NL0609
 NL0609:                Primary Azimuth Mark                     Grid Az
 NL0609:SPC IA N     -  ODEBOLT MUNICIPAL TANK                   003 57 12.8
 NL0609:UTM  15      -  ODEBOLT MUNICIPAL TANK                   004 16 49.5
 NL0609
 NL0609|---------------------------------------------------------------------|
 NL0609| PID    Reference Object                     Distance      Geod. Az  |
 NL0609|                                                           dddmmss.s |
 NL0609| NL0628 ODEBOLT MUNICIPAL TANK              APPROX. 7.7 KM 0024539.0 |
 NL0609| CO4047 WHEELER RM 1                         23.118 METERS 06036     |
 NL0609| CO4049 WHEELER RM 3                         22.970 METERS 09135     |
 NL0609| CO4050 WHEELER RM 4                         23.968 METERS 26646     |
 NL0609| CO4046 WHEELER AZ MK                                      2711743.7 |
 NL0609| CO4051 WHEELER RM 5 AZIMUTH                               2713324.6 |
 NL0609| CO4048 WHEELER RM 2                         23.985 METERS 29633     |
 NL0609| NL0629 ADAMS RANCH WATER TANK              APPROX. 5.7 KM 3502050.6 |
 NL0609|---------------------------------------------------------------------|
 NL0609
 NL0609                          SUPERSEDED SURVEY CONTROL
 NL0609
 NL0609  NAD 83(1986)-  42 14 22.30403(N)    095 15 35.46642(W) AD(       ) 3
 NL0609  NAD 27      -  42 14 22.35500(N)    095 15 34.48400(W) AD(       ) 3
 NL0609
 NL0609.Superseded values are not recommended for survey control.
 NL0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0609.See file dsdata.txt to determine how the superseded data were derived.
 NL0609
 NL0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG1354378844(NAD 83)
 NL0609_MARKER: DS = TRIANGULATION STATION DISK
 NL0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0609
 NL0609  HISTORY     - Date     Condition        Report By
 NL0609  HISTORY     - 1950     MONUMENTED       CGS
 NL0609  HISTORY     - 1971     GOOD             NGS
 NL0609  HISTORY     - 1972     GOOD             NGS
 NL0609
 NL0609                          STATION DESCRIPTION
 NL0609
 NL0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0609'THE STATION IS LOCATED ABOUT 5 MILES SOUTH AND 1/2 MILE WEST
 NL0609'OF THE SMALL CITY OF ODEBOLT ON THE RIGHT-OF-WAY OF A DIRT
 NL0609'ROAD.  IT IS 32 FEET WEST OF A GATE IN FENCELINE, 20 FEET
 NL0609'SOUTH OF THE CENTERLINE OF A ROAD, 7 FEET NORTH OF A POWER
 NL0609'LINE POLE, 5 FEET NORTH OF A FENCELINE AND 4.5 FEET NORTH
 NL0609'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 NL0609'AND THE DISK IS STAMPED WHEELER 1950.
 NL0609'
 NL0609'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF THE CENTERLINE OF
 NL0609'A ROAD, 11 FEET EAST OF AN EAST GATE POST AND 1 FOOT SOUTH
 NL0609'OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 NL0609'DISK IS STAMPED WHEELER NO 1 1950.
 NL0609'
 NL0609'REFERENCE MARK NO. 2 IS 22 FEET SOUTHWEST OF A FENCE CORNER,
 NL0609'17 FEET NORTH OF THE CENTERLINE OF A ROAD AND 2 FEET SOUTH
 NL0609'OF A FENCELINE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 NL0609'IS STAMPED WHEELER NO 2 1950.
 NL0609'
 NL0609'AZIMUTH MARK IS ABOUT 150 FEET SOUTHEAST OF A FARM HOUSE,
 NL0609'75 FEET SOUTHWEST OF A CORN CRIB, 32 FEET NORTH OF THE CENTERLINE
 NL0609'OF A ROAD, 14 FEET EAST OF THE CENTERLINE OF A DRIVEWAY,
 NL0609'3 FEET SOUTHEAST OF A GATE POST, 2 FEET SOUTHEAST OF A WHITE
 NL0609'WITNESS POST AND 2 FEET SOUTH OF A FENCELINE.  THE MARK PROJECTS
 NL0609'ABOUT 3 INCHES AND THE DISK IS STAMPED WHEELER 1950.
 NL0609'
 NL0609'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN ODEBOLT JUST
 NL0609'NORTH OF THE BUSINESS DISTRICT, GO EAST ON STATE ROUTE 4 FOR
 NL0609'0.3 MILE TO A T-INTERSECTION WHERE HIGHWAY TURNS NORTH.  TURN
 NL0609'RIGHT ON GRAVEL ROAD FOR 4.8 MILES TO A CROSSROADS.  TURN
 NL0609'RIGHT (WEST) FOR 0.7 MILE TO STATION SITE ON LEFT AS DESCRIBED.
 NL0609'
 NL0609'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.2
 NL0609'MILE TO A CROSSROADS.  CONTINUE WEST FOR 0.3 MILE TO FARM
 NL0609'HOUSE ON RIGHT AND STATION AS DESCRIBED.
 NL0609'
 NL0609'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NL0609
 NL0609                          STATION RECOVERY (1971)
 NL0609
 NL0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 NL0609'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 NL0609'CONDITION.  REFERENCE MARKS 1 AND 2 WERE RECOVERED BUT ARE IN
 NL0609'DANGER OF BEING DESTROYED BY EROSION.  REFERENCE MARKS 3 AND 4
 NL0609'WERE ESTABLISHED THIS DATE AT THE REQUEST OF THE PROPERTY OWNER
 NL0609'IN A EAST-WEST FENCE LINE TO THE SOUTH OF THE ORIGINAL MARKS.
 NL0609'THE DIRECTION TO THE AZIMUTH MARK COMPARES FAVORABLY TO THE 1950
 NL0609'DATA.  THE DIRECTION TO REFERENCE MARK 1 WAS NOTED AS BEING
 NL0609'GREATER THIS DATE BY 1 MINUTE 53.7 SECONDS AND THE DISTANCE
 NL0609'WAS NOTED AND VERIFIED TO BE LESS BY 0.018 METER.  THE
 NL0609'DISTANCE AND DIRECTION TO REFERENCE MARK 2 WAS NOTED AND
 NL0609'VERIFIED TO BE LESS BY 1 MINUTE 21.3 SECONDS AND 0.030 METER.
 NL0609'THE SECTION LINE ROAD MENTIONED IN THE ORIGINAL
 NL0609'DESCRIPTION HAS BEEN CLOSED.  REFERENCE MARKS 1 AND 2 WERE
 NL0609'DESTROYED THIS DATE.
 NL0609'
 NL0609'DUE TO CHANGES IN THE AREA A COMPLETE AND NEW DESCRIPTION
 NL0609'FOLLOWS.
 NL0609'
 NL0609'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF ODEBOLT, 0.75
 NL0609'MILE WEST OF STATE HIGHWAY 39, ON TOP OF A LOW HILL AND ON
 NL0609'PROPERTY OWNED BY MR. EARL DIERSON OF KIRON, IOWA.  MR. DIERSON
 NL0609'LIVES ABOUT 0.25 MILE SOUTHWEST OF THE STATION.
 NL0609'
 NL0609'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 175
 NL0609'AND 39 AT THE NORTHEAST EDGE OF ODEBOLT, GO SOUTH ON HIGHWAY
 NL0609'39 FOR 3 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON
 NL0609'COUNTY ROAD D 59 FOR 1 MILE TO A CROSSROAD.  TURN LEFT AND GO
 NL0609'SOUTH ON A GRAVELED ROAD FOR 2 MILES TO A SIDE ROAD ON THE
 NL0609'RIGHT AND A FIELD ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO
 NL0609'EAST CROSSING FIELD FOR 0.25 MILE TO TOP OF HILL AND THE
 NL0609'STATION.
 NL0609'
 NL0609'THE STATION MARK, A STANDARD DISK STAMPED WHEELER 1950, IS SET
 NL0609'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 NL0609'WITH THE GROUND SURFACE.  IT IS 80 FEET EAST OF A METAL WITNESS
 NL0609'POST, 74 FEET WEST OF A METAL WITNESS POST, 7 FEET NORTH OF
 NL0609'A POWERLINE POLE AND 4 FEET NORTH OF A 4X4-INCH WOODEN WITNESS
 NL0609'POST IN A FENCE LINE.
 NL0609'
 NL0609'REFERENCE MARK 3, A STANDARD DISK STAMPED WHEELER 1950 NO 3 1971,
 NL0609'IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 NL0609'IS FLUSH WITH THE GROUND SURFACE.  IT IS 76 FEET EAST OF THE
 NL0609'POWERLINE POLE, 29 FEET WEST OF THE EAST END OF A GATE AND
 NL0609'1.2 FEET NORTHEAST OF A METAL WITNESS POST.
 NL0609'
 NL0609'REFERENCE MARK 4, A STANDARD DISK STAMPED WHEELER 1950 NO 4 1971,
 NL0609'IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NL0609'WHICH IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 78 FEET
 NL0609'WEST OF THE POWERLINE POLE, 24 FEET EAST OF A FENCE CORNER
 NL0609'AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 NL0609'
 NL0609'THE AZIMUTH MARK, A STANDARD DISK STAMPED WHEELER 1950, SET IN
 NL0609'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 NL0609'THE GROUND SURFACE.  IT IS 36 FEET EAST OF A POWERLINE POLE,
 NL0609'32 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 14 FEET EAST
 NL0609'OF THE CENTER OF A DRIVEWAY AND 3 FEET SOUTHEAST OF A GATE
 NL0609'POST.
 NL0609'
 NL0609'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.25 MILE
 NL0609'TO THE NORTH-SOUTH GRAVELED ROAD.  CONTINUE WEST ON A GRAVELED
 NL0609'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 NL0609'
 NL0609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 NL0609'SOUTH OF ODEBOLT
 NL0609
 NL0609                          STATION RECOVERY (1972)
 NL0609
 NL0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NL0609'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH
 NL0609'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD
 NL0609'CONSTRUCTION AT THE AREA OF THE AZIMUTH MARK IT WOULD BE
 NL0609'DESTROYED.  REFERENCE MARK 5 WAS ESTABLISHED THIS DATE AND THE
 NL0609'DISK WAS RECLAIMED FROM THE AZIMUTH MARK CONCRETE MONUMENT AFTER
 NL0609'OBSERVATIONS WERE MADE.  THE DISTANCES AND DIRECTIONS TO THE
 NL0609'REFERENCE MARKS WERE NOT CHECKED THIS DATE DUE TO TALL PASTURE
 NL0609'GRASS AND THE MARKS ARE UNDER ELECTRIC FENCES AT THIS TIME.
 NL0609'
 NL0609'FOLLOWING IS A NEW DESCRIPTION OF A ROUTE TO REACH THE STATION
 NL0609'AND THE REFERENCE MARK 5, AND A DESCRIPTION FOR REFERENCE
 NL0609'MARK 5.
 NL0609'
 NL0609'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 175
 NL0609'AND 39 AT THE EAST EDGE OF ODEBOLT, GO SOUTH ON HIGHWAY 39 FOR
 NL0609'4.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED
 NL0609'ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 NL0609'GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT AND A
 NL0609'FIELD APPROACH ON THE LEFT.  THE STATION IS ON THE LEFT ON
 NL0609'TOP OF A HIGH HILL ABOUT 0.25 MILE FORM THIS POINT.  (PART OF
 NL0609'OLD ROAD LEADING TO THE STATION IS UNDER CULTIVATION.  PACK
 NL0609'TO STATION OR CONTACT PROPERTY OWNER 0.1 MILE SOUTH AT FARM
 NL0609'ON LEFT BEFORE AN ATTEMPT IS MADE TO DRIVE TO THE STATION.)
 NL0609'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD RIGHT AND
 NL0609'FIELD APPROACH LEFT, GO WEST ON A GRAVELED ROAD FOR 0.3
 NL0609'MILE TO THE PETERSON FARM AND REFERENCE MARK 5 (AZIMUTH
 NL0609'MARK) ON THE RIGHT.
 NL0609'
 NL0609'REFERENCE MARK 5 IS A STANDARD DISK STAMPED WHEELER 1950 NO 5
 NL0609'1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NL0609'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS ABOUT 30
 NL0609'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 23 FEET EAST
 NL0609'OF THE CENTER OF A DRIVEWAY, 4 FEET SOUTH OF A METAL GRAIN
 NL0609'BIN AND 2 FEET EAST OF A METAL WITNESS POST.
 NL0609'
 NL0609'WHEELER 1950 AZIMUTH MARK TO WHEELER 1950 NO 5 1972 = -0.0342
 NL0609'METERS.
 NL0609'
 NL0609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 NL0609'SOUTH-SOUTHWEST OF ODEBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0590 ***********************************************************************
 OQ0590  DESIGNATION -  WHEELER 2
 OQ0590  PID         -  OQ0590
 OQ0590  STATE/COUNTY-  IA/LYON
 OQ0590  USGS QUAD   -  GEORGE WEST (1971)
 OQ0590
 OQ0590                         *CURRENT SURVEY CONTROL
 OQ0590  ___________________________________________________________________
 OQ0590* NAD 83(1996)-  43 17 52.87951(N)    096 05 52.20848(W)     ADJUSTED  
 OQ0590* NAVD 88     -       437.     (meters)    1434.     (feet)  SCALED    
 OQ0590  ___________________________________________________________________
 OQ0590  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 OQ0590  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 OQ0590
 OQ0590  HORZ ORDER  -  THIRD
 OQ0590
 OQ0590.The horizontal coordinates were established by classical geodetic methods
 OQ0590.and adjusted by the National Geodetic Survey in May 1999..
 OQ0590.No horizontal observational check was made to the station.
 OQ0590
 OQ0590.The orthometric height was scaled from a topographic map.
 OQ0590
 OQ0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0590
 OQ0590.The geoid height was determined by GEOID03.
 OQ0590
 OQ0590;                    North         East     Units Scale Factor Converg.
 OQ0590;SPC IA N     - 1,202,964.280 1,289,228.557   MT  1.00000588   -1 45 38.4
 OQ0590;UTM  14      - 4,798,001.045   735,410.290   MT  1.00028176   +1 59 28.3
 OQ0590
 OQ0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0590!SPC IA N     -   0.99993561  x   1.00000588  =   0.99994149
 OQ0590!UTM  14      -   0.99993561  x   1.00028176  =   1.00021735
 OQ0590
 OQ0590:                Primary Azimuth Mark                     Grid Az
 OQ0590:SPC IA N     -  GEORGE MUNICIPAL TANK                    058 20 45.4
 OQ0590:UTM  14      -  GEORGE MUNICIPAL TANK                    054 35 38.7
 OQ0590
 OQ0590|---------------------------------------------------------------------|
 OQ0590| PID    Reference Object                     Distance      Geod. Az  |
 OQ0590|                                                           dddmmss.s |
 OQ0590| OQ0588 GEORGE MUNICIPAL TANK               APPROX. 9.3 KM 0563507.0 |
 OQ0590| CO4052 WHEELER 2 RM 3                       29.732 METERS 09107     |
 OQ0590| OQ0589 WHEELER                               6.384 METERS 13139     |
 OQ0590| CO4053 WHEELER 2 RM 4                       23.861 METERS 18042     |
 OQ0590| CO4043 WHEELER AZ MK                                      3113837.2 |
 OQ0590|---------------------------------------------------------------------|
 OQ0590
 OQ0590                          SUPERSEDED SURVEY CONTROL
 OQ0590
 OQ0590  NAD 83(1996)-  43 17 52.87952(N)    096 05 52.20848(W) AD(       ) 3
 OQ0590  NAD 83(1996)-  43 17 52.87776(N)    096 05 52.20417(W) AD(       ) 3
 OQ0590  NAD 83(1996)-  43 17 52.87811(N)    096 05 52.20221(W) AD(       ) 3
 OQ0590  NAD 83(1986)-  43 17 52.87973(N)    096 05 52.19709(W) AD(       ) 3
 OQ0590  NAD 27      -  43 17 52.97150(N)    096 05 51.12960(W) AD(       ) 3
 OQ0590
 OQ0590.Superseded values are not recommended for survey control.
 OQ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0590.See file dsdata.txt to determine how the superseded data were derived.
 OQ0590
 OQ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN3541098001(NAD 83)
 OQ0590_MARKER: DS = TRIANGULATION STATION DISK
 OQ0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0590_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OQ0590
 OQ0590  HISTORY     - Date     Condition        Report By
 OQ0590  HISTORY     - 1967     MONUMENTED       CGS
 OQ0590
 OQ0590                          STATION DESCRIPTION
 OQ0590
 OQ0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OQ0590'THE STATION IS LOCATED ABOUT 3 MILES SOUTH AND 5 MILES WEST OF
 OQ0590'GEORGE, AND ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH ROAD.
 OQ0590'
 OQ0590'TO REACH THE STATION FROM THE INTERSECTION OF NORTH MAIN STREET
 OQ0590'AND DAKOTA AVENUE AT THE NORTH EDGE OF GEORGE, GO WEST ON A
 OQ0590'SURFACED ROAD FOR 4.7 MILES TO A CROSSROAD.  TURN LEFT AND GO
 OQ0590'SOUTH ON A GRAVELED ROAD FOR 3.1 MILES TO A CROSSROAD.  (TURN
 OQ0590'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.25 MILE TO THE
 OQ0590'AZIMUTH MARK ON THE LEFT.) CONTINUE SOUTH ON THE GRAVELED ROAD
 OQ0590'FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 OQ0590'
 OQ0590'STATION MARKS ARE STANDARD DISK STAMPED WHEELER 2 1967.  THE
 OQ0590'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 OQ0590'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 49 FEET WEST OF
 OQ0590'THE CENTER OF THE NORTH-SOUTH ROAD, 2 FEET SOUTH OF A METAL
 OQ0590'WITNESS POST, AND 1 FOOT EAST OF A FENCE.  THE UNDERGROUND MARK
 OQ0590'IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 OQ0590'SURFACE OF THE GROUND.
 OQ0590'
 OQ0590'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WHEELER 2 NO. 3
 OQ0590'1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 OQ0590'WITH THE SURFACE OF THE GROUND.  IT IS 49 FEET EAST OF THE CENTER
 OQ0590'OF THE NORTH-SOUTH ROAD, AND 113 FEET SOUTH OF A POWERLINE POLE.
 OQ0590'
 OQ0590'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED WHEELER 2 NO. 4
 OQ0590'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 OQ0590'3 INCHES.  IT IS 49 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 OQ0590'ROAD, 1.5 FEET NORTH OF A TELEPHONE POLE, AND 1/2 FOOT EAST OF
 OQ0590'A FENCE.
 OQ0590'
 OQ0590'AZIMUTH MARK, A STANDARD DISK STAMPED WHEELER 1949, IS SET IN THE
 OQ0590'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 OQ0590'32 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 2 FEET NORTHEAST
 OQ0590'OF A POWER LINE POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 OQ0590'AND 1 FOOT SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0547 ***********************************************************************
 MH0547  DESIGNATION -  WHITE
 MH0547  PID         -  MH0547
 MH0547  STATE/COUNTY-  IA/WAPELLO
 MH0547  USGS QUAD   -  CHILLICOTHE (1968)
 MH0547
 MH0547                         *CURRENT SURVEY CONTROL
 MH0547  ___________________________________________________________________
 MH0547* NAD 83(1996)-  41 03 13.18336(N)    092 33 10.38724(W)     ADJUSTED  
 MH0547* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 MH0547  ___________________________________________________________________
 MH0547  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 MH0547  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 MH0547
 MH0547  HORZ ORDER  -  SECOND
 MH0547
 MH0547.The horizontal coordinates were established by classical geodetic methods
 MH0547.and adjusted by the National Geodetic Survey in May 1999..
 MH0547
 MH0547.The orthometric height was scaled from a topographic map.
 MH0547
 MH0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0547
 MH0547.The geoid height was determined by GEOID03.
 MH0547
 MH0547;                    North         East     Units Scale Factor Converg.
 MH0547;SPC IA S     -   117,440.743   579,615.581   MT  0.99995166   +0 37 25.9
 MH0547;UTM  15      - 4,544,810.369   537,572.566   MT  0.99961737   +0 17 37.2
 MH0547
 MH0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0547!SPC IA S     -   0.99996447  x   0.99995166  =   0.99991613
 MH0547!UTM  15      -   0.99996447  x   0.99961737  =   0.99958185
 MH0547
 MH0547|---------------------------------------------------------------------|
 MH0547| PID    Reference Object                     Distance      Geod. Az  |
 MH0547|                                                           dddmmss.s |
 MH0547| CM2597 WHITE RM 1                           32.278 METERS 11700     |
 MH0547| LE0500 PLEASANT HOME METH CH BELFRY        APPROX. 7.4 KM 1773619.1 |
 MH0547| MH0549 MUNTERVILLE EV LUTH CH BELFRY       APPROX. 6.0 KM 2505331.7 |
 MH0547| CM2596 WHITE AZ MK                                        2740540.6 |
 MH0547| CM2598 WHITE RM 2                           23.021 METERS 27646     |
 MH0547| MH0551 EDDYVILLE IA SO UTILITY STACK       APPROX.12.3 KM 3200626.6 |
 MH0547| MH0548 CHILLICOTHE COLUMBIA METH CH        APPROX. 5.7 KM 3283227.6 |
 MH0547|---------------------------------------------------------------------|
 MH0547
 MH0547                          SUPERSEDED SURVEY CONTROL
 MH0547
 MH0547  NAD 83(1986)-  41 03 13.18780(N)    092 33 10.40071(W) AD(       ) 2
 MH0547  NAD 27      -  41 03 13.14370(N)    092 33 09.71610(W) AD(       ) 2
 MH0547
 MH0547.Superseded values are not recommended for survey control.
 MH0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0547.See file dsdata.txt to determine how the superseded data were derived.
 MH0547
 MH0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF3757344810(NAD 83)
 MH0547_MARKER: DS = TRIANGULATION STATION DISK
 MH0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0547
 MH0547  HISTORY     - Date     Condition        Report By
 MH0547  HISTORY     - 1956     MONUMENTED       CGS
 MH0547
 MH0547                          STATION DESCRIPTION
 MH0547
 MH0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0547'THE STATION IS IN SECTION 11, T 72 N, R 15 W, IN THE NORTHWEST
 MH0547'CORNER OF THE WHITE OAK SCHOOL YARD, ABOUT 3.0 MILES SOUTHWEST
 MH0547'OF CHILLICOTHE, 10.0 MILE SOUTHEAST OF EDDYVILLE AND 9.5
 MH0547'MILES NORTHWEST OF OTTUMWA.
 MH0547'
 MH0547'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34
 MH0547'AND U.S. HIGHWAY 63, JUST NORTH OF THE OVERPASS BRIDGE IN OTTUMWA,
 MH0547'GO SOUTH AND WEST ON U.S. HIGHWAY 34 FOR 8.3 MILES TO A ROAD
 MH0547'FORK, HERE U.S. HIGHWAY 34 TURNS LEFT AND A GRAVEL ROAD LEADS
 MH0547'RIGHT, TURN RIGHT ON GRAVEL ROAD, NORTHERLY, FOR 1.0 MILE
 MH0547'TO A T INTERSECTION, TURN LEFT AND FOLLOW GRAVEL ROAD WEST
 MH0547'AND NORTH FOR 1.3 MILES TO A T INTERSECTION, (STEEL BRIDGE
 MH0547'TO THE LEFT) TURN RIGHT, EAST, FOR 0.65 MILE TO A SCHOOL HOUSE
 MH0547'AND THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM
 MH0547'THE STATION, GO WEST ON THE GRAVEL ROAD FOR 0.65 MILE TO A
 MH0547'STEEL BRIDGE, CONTINUE STRAIGHT AHEAD, ACROSS BRIDGE, FOR
 MH0547'0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MH0547'
 MH0547'STATION MARKS ARE STANDARD DISKS, STAMPED WHITE 1956.  THE
 MH0547'SURFACE STATION MARK DISK IS SET IN A CONCRETE POST WHICH
 MH0547'PROJECTS 5 INCHES.  IT IS 50 FEET SOUTH OF THE CENTER OF THE
 MH0547'GRAVEL ROAD, 105 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 MH0547'OF THE SCHOOL HOUSE AND 28 FEET WEST OF THE CENTER OF THE
 MH0547'DRIVEWAY LEADING TO THE SCHOOL HOUSE.  A STANDARD WITNESS
 MH0547'POST WAS SET 4.5 FEET NORTH OF THE MARK.  THE UNDERGROUND
 MH0547'STATION MARK DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MH0547'36 INCHES BELOW THE SURFACE OF THE GROUND.
 MH0547'
 MH0547'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED WHITE NO
 MH0547'1 1956, SET IN A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MH0547'IT IS 7 FEET SOUTH OF THE NORTHWEST CORNER OF THE SCHOOL
 MH0547'HOUSE, 17 FEET NORTH OF THE SOUTHWEST CORNER OF THE SCHOOL
 MH0547'HOUSE AND 12 FEET NORTHEAST OF THE SCHOOL YARD PUMP.
 MH0547'
 MH0547'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, WHITE
 MH0547'NO 2 1956, IT IS 47 FEET SOUTH OF THE CENTER OF THE GRAVEL
 MH0547'ROAD, 103 FEET WEST OF THE CENTER OF THE DRIVEWAY LEADING
 MH0547'TO THE SCHOOL HOUSE AND 102 FEET EAST OF A FENCE CORNER.
 MH0547'MARK PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.
 MH0547'
 MH0547'AZIMUTH MARK IS A STANDARD DISK, STAMPED WHITE 1956, SET
 MH0547'IN A CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 21 FEET
 MH0547'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 102 FEET NORTHWEST
 MH0547'OF THE NORTHWEST CORNER OF A HOUSE, 19 FEET WEST OF THE
 MH0547'CENTER OF A DRIVEWAY AND 2 FEET NORTH OF A POWER POLE.  A
 MH0547'STANDARD WITNESS POST WAS SET 2 FEET NORTH OF THE MARK.
 MH0547'
 MH0547'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0704 ***********************************************************************
 NJ0704  DESIGNATION -  WHITE CHURCH SPIRE
 NJ0704  PID         -  NJ0704
 NJ0704  STATE/COUNTY-  IA/CLAYTON
 NJ0704  USGS QUAD   -  CLAYTON (1978)
 NJ0704
 NJ0704                         *CURRENT SURVEY CONTROL
 NJ0704  ___________________________________________________________________
 NJ0704* NAD 83(1996)-  42 58 18.27114(N)    091 10 34.97439(W)     ADJUSTED  
 NJ0704* NAVD 88     -                                                        
 NJ0704  ___________________________________________________________________
 NJ0704  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 NJ0704  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 NJ0704
 NJ0704  HORZ ORDER  -  THIRD
 NJ0704
 NJ0704.The horizontal coordinates were established by classical geodetic methods
 NJ0704.and adjusted by the National Geodetic Survey in May 1999..
 NJ0704
 NJ0704
 NJ0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0704
 NJ0704.The geoid height was determined by GEOID03.
 NJ0704
 NJ0704;                    North         East     Units Scale Factor Converg.
 NJ0704;SPC IA N     - 1,166,082.888 1,689,525.325   MT  0.99995942   +1 34 29.4
 NJ0704;SPC WI S     -   108,628.286   504,039.722   MT  0.99996048   -0 48 29.9
 NJ0704;SPC WI S     -   356,391.30  1,653,670.32   sFT  0.99996048   -0 48 29.9
 NJ0704;UTM  15      - 4,759,290.234   648,710.034   MT  0.99987206   +1 14 35.8
 NJ0704
 NJ0704                          SUPERSEDED SURVEY CONTROL
 NJ0704
 NJ0704  NAD 83(1996)-  42 58 18.27115(N)    091 10 34.97434(W) AD(       ) 4
 NJ0704  NAD 83(1996)-  42 58 18.26508(N)    091 10 34.97539(W) AD(       ) 4
 NJ0704  NAD 83(1986)-  42 58 18.26282(N)    091 10 34.97384(W) AD(       ) 4
 NJ0704  NAD 27      -  42 58 18.31500(N)    091 10 34.50700(W) AD(       ) 3
 NJ0704
 NJ0704.Superseded values are not recommended for survey control.
 NJ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0704.See file dsdata.txt to determine how the superseded data were derived.
 NJ0704
 NJ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH4871059290(NAD 83)
 NJ0704_MARKER: 90 = CHURCH SPIRE
 NJ0704
 NJ0704  HISTORY     - Date     Condition        Report By
 NJ0704  HISTORY     - 1931     FIRST OBSERVED   CGS
 NJ0704  HISTORY     - 19950505 GOOD             USPSQD
 NJ0704
 NJ0704                          STATION DESCRIPTION
 NJ0704
 NJ0704'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0097 ***********************************************************************
 NM0097  DESIGNATION -  WHITING
 NM0097  PID         -  NM0097
 NM0097  STATE/COUNTY-  IA/MONONA
 NM0097  USGS QUAD   -  SLOAN (1969)
 NM0097
 NM0097                         *CURRENT SURVEY CONTROL
 NM0097  ___________________________________________________________________
 NM0097* NAD 83(1996)-  42 07 39.39656(N)    096 08 59.94966(W)     ADJUSTED  
 NM0097* NAVD 88     -       323.331  (meters)    1060.80   (feet)  ADJUSTED  
 NM0097  ___________________________________________________________________
 NM0097  LAPLACE CORR-          -6.75  (seconds)                    DEFLEC99
 NM0097  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 NM0097  DYNAMIC HT  -         323.218 (meters)    1060.42  (feet)  COMP
 NM0097  MODELED GRAV-     980,264.9   (mgal)                       NAVD 88
 NM0097
 NM0097  HORZ ORDER  -  SECOND
 NM0097  VERT ORDER  -  FIRST     CLASS II
 NM0097
 NM0097.The horizontal coordinates were established by classical geodetic methods
 NM0097.and adjusted by the National Geodetic Survey in May 1999..
 NM0097
 NM0097.The orthometric height was determined by differential leveling
 NM0097.and adjusted by the National Geodetic Survey in June 1991..
 NM0097
 NM0097.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0097
 NM0097.The geoid height was determined by GEOID03.
 NM0097
 NM0097.The dynamic height is computed by dividing the NAVD 88
 NM0097.geopotential number by the normal gravity value computed on the
 NM0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0097.degrees latitude (g = 980.6199 gals.).
 NM0097
 NM0097.The modeled gravity was interpolated from observed gravity values.
 NM0097
 NM0097;                    North         East     Units Scale Factor Converg.
 NM0097;SPC IA N     - 1,073,146.562 1,280,924.029   MT  0.99998950   -1 47 45.6
 NM0097;SPC NE       -   261,812.727   818,143.371   MT  0.99971742   +2 33 05.0
 NM0097;UTM  14      - 4,667,876.532   735,569.098   MT  1.00028287   +1 54 45.4
 NM0097
 NM0097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0097!SPC IA N     -   0.99995350  x   0.99998950  =   0.99994300
 NM0097!SPC NE       -   0.99995350  x   0.99971742  =   0.99967093
 NM0097!UTM  14      -   0.99995350  x   1.00028287  =   1.00023636
 NM0097
 NM0097|---------------------------------------------------------------------|
 NM0097| PID    Reference Object                     Distance      Geod. Az  |
 NM0097|                                                           dddmmss.s |
 NM0097| NM1664 WHITING MUNICIPAL TANK              103.295 METERS 15111     |
 NM0097| NM1662 ONAWA MUNICIPAL TANK                APPROX.12.0 KM 1574142.0 |
 NM0097| NM0099 WHITING RM 2                         33.223 METERS 21500     |
 NM0097| NM1921 WHITING RM 3                         24.576 METERS 26114     |
 NM0097| NM1922 WHITING RM 4                          8.882 METERS 31818     |
 NM0097| NM1665 SLOAN MUNICIPAL TANK                APPROX.13.5 KM 3310038.2 |
 NM0097| NM0100 WHITING AZ MK                       213.578 METERS 33133     |
 NM0097| NM0098 WHITING RM 1                         43.657 METERS 33947     |
 NM0097|---------------------------------------------------------------------|
 NM0097
 NM0097                          SUPERSEDED SURVEY CONTROL
 NM0097
 NM0097  NAD 83(1996)-  42 07 39.39646(N)    096 08 59.94974(W) AD(       ) 2
 NM0097  NAD 83(1996)-  42 07 39.39821(N)    096 08 59.95204(W) AD(       ) 2
 NM0097  NAD 83(1986)-  42 07 39.39729(N)    096 08 59.94691(W) AD(       ) 2
 NM0097  NAD 27      -  42 07 39.43700(N)    096 08 58.87500(W) AD(       ) 2
 NM0097  NGVD 29 (??/??/92)  323.193  (m)         1060.34   (f) ADJ UNCH    1 2
 NM0097
 NM0097.Superseded values are not recommended for survey control.
 NM0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0097.See file dsdata.txt to determine how the superseded data were derived.
 NM0097
 NM0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3556967877(NAD 83)
 NM0097_MARKER: DS = TRIANGULATION STATION DISK
 NM0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0097_SP_SET: CONCRETE POST
 NM0097_STAMPING: WHITING 1948
 NM0097_MARK LOGO: CGS   
 NM0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0097+STABILITY: SURFACE MOTION
 NM0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0097+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1989
 NM0097
 NM0097  HISTORY     - Date     Condition        Report By
 NM0097  HISTORY     - 1948     MONUMENTED       CGS
 NM0097  HISTORY     - 1948     GOOD             CGS
 NM0097  HISTORY     - 1977     GOOD             NGS
 NM0097  HISTORY     - 1977     MARK NOT FOUND   IOWAGS
 NM0097  HISTORY     - 1977     GOOD             NGS
 NM0097  HISTORY     - 19890912 GOOD             NGS
 NM0097
 NM0097                          STATION DESCRIPTION
 NM0097
 NM0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0097'STATION IS LOCATED IN THE TOWN OF WHITING, ON THE CHICAGO
 NM0097'AND NORTHWESTERN RAILROAD RIGHT-OF-WAY.  IT IS IN THE NORTHWEST
 NM0097'CORNER OF THE INTERSECTION OF THE MAIN STREET WITH U.S. HIGHWAY
 NM0097'75, 67 FEET NORTH OF THE CENTERLINE OF MAIN STREET, 59 FEET
 NM0097'WEST OF THE CENTERLINE OF HIGHWAY 75 AND 28 FEET NORTH OF THE
 NM0097'SIDE WALK.  THE MARK IS ABOUT 2 INCHES BELOW THE SURFACE OF THE
 NM0097'GROUND AND THE DISK IS STAMPED WHITING 1948.
 NM0097'
 NM0097'REFERENCE MARK NO. 1 IS 143.23 FEET NORTH OF THE STATION, 38
 NM0097'FEET WEST OF THE CENTERLINE OF HIGHWAY 75 AND 2 FEET SOUTH
 NM0097'OF A POWER LINE POLE.  THE MARK PROJECTS 4 INCHES AND THE
 NM0097'DISK IS STAMPED WHITING NO 1 1948.
 NM0097'
 NM0097'REFERENCE MARK NO. 2 IS 109.00 FEET SOUTHWEST OF THE STATION,
 NM0097'23 FEET SOUTH OF THE CENTERLINE OF THE MAIN STREET, 11 FEET
 NM0097'NORTH OF THE SIDE WALK AND 2 FEET SOUTHEAST OF A POWER LINE POLE
 NM0097'WITH STREET LIGHT.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 NM0097'STAMPED WHITING NO 2 1948.
 NM0097'
 NM0097'AZIMUTH MARK IS ABOUT 0.15 MILE NORTH-NORTHWEST OF THE STATION,
 NM0097'26 FEET WEST OF THE CENTERLINE OF HIGHWAY 75, 3 FEET SOUTHEAST
 NM0097'OF A WITNESS POST AND 2 FEET EAST OF A TELEPHONE POLE.  THE
 NM0097'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED WHITING 1948.
 NM0097'
 NM0097'TO REACH FROM THE FLAG POLE AT THE MAIN INTERSECTION IN TOWN,
 NM0097'GO EAST (CROSSING RAILROAD TRACKS) FOR 0.15 MILE TO U.S. HIGHWAY
 NM0097'75 AND THE STATION IN THE NORTHWEST CORNER OF THE INTERSECTION.
 NM0097'
 NM0097'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON HIGHWAY 75
 NM0097'FOR 0.15 MILE TO THE MARK ON THE LEFT.
 NM0097'
 NM0097'A 100 FOOT SIGNAL AT ONAWA 1934 IS VISIBLE AT 10 FEET.
 NM0097'
 NM0097'A 74 FOOT SIGNAL AT SAND 1934 IS VISIBLE AT 90 FEET.
 NM0097'
 NM0097'AN 8 FOOT SIGNAL AT MACY 1934 IS VISIBLE AT 90 FEET.
 NM0097'
 NM0097'AN 87 FOOT SIGNAL AT FAIRVIEW IS VISIBLE AT 64 FEET.
 NM0097'
 NM0097'A 74 FOOT SIGNAL AT 392 (MRC) IS VISIBLE AT 64 FEET.
 NM0097'
 NM0097'A 100 FOOT SIGNAL AT SLOAN IS VISIBLE AT 25 FEET.
 NM0097'
 NM0097'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NM0097
 NM0097                          STATION RECOVERY (1948)
 NM0097
 NM0097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NM0097'AT WHITING.
 NM0097'AT WHITING, 290.0 FEET EAST OF THE SOUTHEAST CORNER OF THE CHICAGO
 NM0097'AND NORTH WESTERN RAILROAD STATION, 143.2 FEET SOUTHEAST OF
 NM0097'WHITING R.M. 1, 113.7 FEET SOUTHWEST OF THE NORTHWEST CORNER
 NM0097'OF A PHILLIPS SERVICE STATION, 108.9 FEET NORTH OF WHITING
 NM0097'R.M. 2, 67.0 FEET NORTH OF THE CENTER LINE OF THE MAIN EAST AND
 NM0097'WEST STREET, 75 YARDS NORTH OF THE WATER TOWER, 58.0 FEET WEST
 NM0097'OF THE CENTER LINE OF U.S. HIGHWAY 75, 1.0 FEET SOUTH OF A
 NM0097'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 NM0097'WITH THE GROUND.
 NM0097
 NM0097                          STATION RECOVERY (1977)
 NM0097
 NM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NM0097'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 NM0097'GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE NOT FOUND AND IT IS
 NM0097'BELIEVED THESE MARKS ARE DESTROYED.  DUE TO CHANGES IN THE AREA,
 NM0097'A NEW COMPLETE DESCRIPTION FOLLOWS--
 NM0097'
 NM0097'THE STATION IS LOCATED IN THE TOWN OF WHITING, ON THE WEST SIDE OF
 NM0097'THE CHICAGO AND NORTHWESTERN RAILROAD TRACK AND ON THE SOUTH SIDE
 NM0097'OF THE CIRCLE C FARM SUPPLY LARGE METAL GRAIN STORAGE BUILDING
 NM0097'AND IN THE NORTHWEST ANGLE OF STATE HIGHWAY 475 AND WHITTIER
 NM0097'STREET.
 NM0097'
 NM0097'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED WHITING
 NM0097'1948, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 5
 NM0097'INCHES BELOW THE GROUND SURFACE.  IT IS 82 FEET EAST-SOUTHEAST OF
 NM0097'THE SOUTHWEST CORNER OF THE METAL BUILDING, 67 FEET NORTH OF THE
 NM0097'CENTER OF WHITTIER STREET, 59 FEET WEST OF THE CENTER OF HIGHWAY
 NM0097'475, 29.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE METAL
 NM0097'BUILDING AND 28 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK.
 NM0097'REBAR DRIVEN INTO THE GROUND ALONG THE SOUTH SIDE OF THE STATION
 NM0097'MARK CONCRETE MONUMENT.  THE UNDERGROUND MARK WAS NOT
 NM0097'INSPECTED THIS DATE.
 NM0097'
 NM0097'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, WHITING 1948 NO 3
 NM0097'1977, CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION FOR THE
 NM0097'METAL BUILDING AND IS 1.3 FEET EAST OF THE SOUTHWEST CORNER OF THE
 NM0097'BUILDING.
 NM0097'
 NM0097'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, WHITING 1948 NO 4
 NM0097'1977, CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION FOR THE
 NM0097'METAL BUILDING AND IS 1.6 FEET WEST OF THE SOUTHEAST CORNER OF THE
 NM0097'BUILDING.
 NM0097'
 NM0097'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, WHITING 1948, SET IN THE
 NM0097'TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 1 INCH BELOW THE
 NM0097'GROUND SURFACE.  IT IS 41.5 FEET EAST OF THE NORTHEAST CORNER OF A
 NM0097'METAL BUILDING, 26 FEET WEST OF THE CENTER OF HIGHWAY 475, 1
 NM0097'FOOT SOUTH OF A METAL WITNESS POST AND A RAILROAD RAIL PROJECTING
 NM0097'30 INCHES IS PLACED ON THE NORTH AND SOUTH SIDE OF THE MARK.
 NM0097'
 NM0097'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 475
 NM0097'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 NM0097'
 NM0097'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WHITING.
 NM0097
 NM0097                          STATION RECOVERY (1977)
 NM0097
 NM0097'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1977 (EM)
 NM0097'WHITING 1948 SOUGHT BUT DID NOT FIND.
 NM0097'
 NM0097'WHITING NO 1 1948 SOUGHT BUT DID NOT FIND.
 NM0097'
 NM0097'WHITING NO 2 1948 SOUGHT BUT DID NOT FIND.
 NM0097'
 NM0097'SEARCHED EXTENSIVELY.  USED ALL MEASUREMENTS AND INFORMATION.  THESE
 NM0097'MARKS WERE APPARENTLY DESTROYED DURING CONSTRUCTION OF A BUILDING.
 NM0097'AT AND NEAR THE SITE.
 NM0097'
 NM0097'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WHITING.
 NM0097
 NM0097                          STATION RECOVERY (1977)
 NM0097
 NM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NM0097'RECOVERED AND FOUND IN GOOD CONDITION. 67 FT NORTH OF THE CENTER OF
 NM0097'WHITTIER STREET, 82 FT EAST SOUTHEAST OF SOUTHWEST CORNER OF A LARGE.
 NM0097'METAL BUILDING, 59 FT WEST OF THE CENTER OF STATE HIGHWAY 475, 29.6
 NM0097'FT SOUTHEAST OF THE SOUTHEAST CORNER OF THE METAL BUILDING AND 28 FT
 NM0097'NORTH OF THE NORTH EDGE OF A SIDEWALK. NOTE A PIECE OF REBAR DRIVEN
 NM0097
 NM0097                          STATION RECOVERY (1989)
 NM0097
 NM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0097'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN WHITING,
 NM0097'AT THE INTERSECTION OF HIGHWAY 75 AND WHITTIER STREET, 24.6 M
 NM0097'(80.7 FT) EAST OF RM 3, 20.4 M (66.9 FT) NORTH OF THE CENTER OF THE
 NM0097'STREET, 17.1 M (56.1 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 NM0097'8.9 M (29.2 FT) SOUTHEAST OF RM 4, IN A CONCRETE MONUMNENT THAT IS 0.1
 NM0097'M (0.3 FT) BELOW THE GROUND SURFACE, AND LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0100 ***********************************************************************
 NM0100  DESIGNATION -  WHITING AZ MK
 NM0100  PID         -  NM0100
 NM0100  STATE/COUNTY-  IA/MONONA
 NM0100  USGS QUAD   -  SLOAN (1969)
 NM0100
 NM0100                         *CURRENT SURVEY CONTROL
 NM0100  ___________________________________________________________________
 NM0100* NAD 83(1996)-  42 07 45.48250(N)    096 09 04.38018(W)     ADJUSTED  
 NM0100* NAVD 88     -       322.912  (meters)    1059.42   (feet)  ADJUSTED  
 NM0100  ___________________________________________________________________
 NM0100  LAPLACE CORR-          -6.75  (seconds)                    DEFLEC99
 NM0100  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 NM0100  DYNAMIC HT  -         322.800 (meters)    1059.05  (feet)  COMP
 NM0100  MODELED GRAV-     980,265.1   (mgal)                       NAVD 88
 NM0100
 NM0100  HORZ ORDER  -  SECOND
 NM0100  VERT ORDER  -  FIRST     CLASS II
 NM0100
 NM0100.The horizontal coordinates were established by classical geodetic methods
 NM0100.and adjusted by the National Geodetic Survey in May 1999..
 NM0100
 NM0100.The orthometric height was determined by differential leveling
 NM0100.and adjusted by the National Geodetic Survey in June 1991..
 NM0100
 NM0100.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0100
 NM0100.The geoid height was determined by GEOID03.
 NM0100
 NM0100.The dynamic height is computed by dividing the NAVD 88
 NM0100.geopotential number by the normal gravity value computed on the
 NM0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0100.degrees latitude (g = 980.6199 gals.).
 NM0100
 NM0100.The modeled gravity was interpolated from observed gravity values.
 NM0100
 NM0100;                    North         East     Units Scale Factor Converg.
 NM0100;SPC IA N     - 1,073,337.436 1,280,828.207   MT  0.99998922   -1 47 48.7
 NM0100;SPC NE       -   261,995.738   818,033.386   MT  0.99971774   +2 33 02.1
 NM0100;UTM  14      - 4,668,060.862   735,461.099   MT  1.00028224   +1 54 42.7
 NM0100
 NM0100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0100!SPC IA N     -   0.99995357  x   0.99998922  =   0.99994279
 NM0100!SPC NE       -   0.99995357  x   0.99971774  =   0.99967132
 NM0100!UTM  14      -   0.99995357  x   1.00028224  =   1.00023579
 NM0100
 NM0100                          SUPERSEDED SURVEY CONTROL
 NM0100
 NM0100  NAD 83(1996)-  42 07 45.48241(N)    096 09 04.38025(W) AD(       ) 2
 NM0100  NAD 83(1996)-  42 07 45.48412(N)    096 09 04.38263(W) AD(       ) 2
 NM0100  NAD 83(1986)-  42 07 45.48323(N)    096 09 04.37743(W) AD(       ) 2
 NM0100  NAD 27      -  42 07 45.52302(N)    096 09 03.30532(W) AD(       ) 2
 NM0100  NGVD 29 (??/??/92)  322.774  (m)         1058.97   (f) ADJ UNCH    1 2
 NM0100
 NM0100.Superseded values are not recommended for survey control.
 NM0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0100.See file dsdata.txt to determine how the superseded data were derived.
 NM0100
 NM0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3546168061(NAD 83)
 NM0100_MARKER: DZ = AZIMUTH MARK DISK
 NM0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0100_SP_SET: CONCRETE POST
 NM0100_STAMPING: WHITING 1948
 NM0100_MARK LOGO: CGS   
 NM0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0100+STABILITY: SURFACE MOTION
 NM0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0100+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1989
 NM0100
 NM0100  HISTORY     - Date     Condition        Report By
 NM0100  HISTORY     - 1948     MONUMENTED       CGS
 NM0100  HISTORY     - 1977     GOOD             NGS
 NM0100  HISTORY     - 19890906 GOOD             NGS
 NM0100
 NM0100                          STATION DESCRIPTION
 NM0100
 NM0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0100'0.1 MI NW FROM WHITING.
 NM0100'0.1 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NM0100'THE STATION AT WHITING, 75 YARDS NORTH OF THE NORTH END OF TWO
 NM0100'ROWS OF CORRUGATED IRON GRAIN BINS, 140.5 FEET NORTH OF THE
 NM0100'NORTHEAST CORNER OF THE STOCKYARD, 26.8 FEET SOUTHWEST OF THE
 NM0100'CENTER LINE OF U.S. HIGHWAY 75, 3.0 FEET EAST OF A WITNESS POST,
 NM0100'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 NM0100'THE GROUND.
 NM0100
 NM0100                          STATION RECOVERY (1977)
 NM0100
 NM0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NM0100'RECOVERED AND FOUND IN GOOD CONDITION. 41.5 FT EAST OF THE NORTHEAST
 NM0100'CORNER OF A METAL. BUILDING, 26 FT WEST OF THE CENTER OF STATE
 NM0100'HIGHWAY 475 AND 1 FOOT SOUTH OF A METAL WITNESS POST. RAILROAD RAILS
 NM0100'PROJECT- ING 30 INCHES ABOVE THE GROUND ARE AT THE NORTH AND SOUTH
 NM0100'SIDE OF THE MARK.
 NM0100
 NM0100                          STATION RECOVERY (1989)
 NM0100
 NM0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0100'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.3 KM
 NM0100'(0.20 MI) NORTHWESTERLY ALONG HIGHWAY 475 FROM ITS JUNCTION WITH
 NM0100'WHITTIER STREET IN WHITING, 36.5 M (119.8 FT) WEST OF THE CENTER OF A
 NM0100'GRAVELED ROAD LEADING NORTH, 12.5 M (41.0 FT) NORTH OF THE EXTENDED
 NM0100'CENTER OF A GRAVELED STREET LEADING EAST, 8.2 M (26.9 FT) SOUTHWEST OF
 NM0100'THE CENTERLINE OF THE HIGHWAY, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 NM0100'HIGHWAY, 0.6 M (2.0 FT) NORTH OF A VERTICAL RAIL THAT PROJECTS 0.7 M
 NM0100'(2.3 FT) ABOVE THE GROUND SURFACE, 0.4 M (1.3 FT) EAST OF A VERTICAL
 NM0100'RAIL THAT PROJECTS 0.7 M (2.3 FT) ABOVE THE GROUND SURFACE, 0.3 M
 NM0100'(1.0 FT) SOUTHEAST OF A WITNESS POST, AND IN A CONCRETE MONUMENT THAT
 NM0100'IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1664 ***********************************************************************
 NM1664  DESIGNATION -  WHITING MUNICIPAL TANK
 NM1664  PID         -  NM1664
 NM1664  STATE/COUNTY-  IA/MONONA
 NM1664  USGS QUAD   -  SLOAN (1969)
 NM1664
 NM1664                         *CURRENT SURVEY CONTROL
 NM1664  ___________________________________________________________________
 NM1664* NAD 83(1996)-  42 07 36.46308(N)    096 08 57.78249(W)     ADJUSTED  
 NM1664* NAVD 88     -                                                        
 NM1664  ___________________________________________________________________
 NM1664  LAPLACE CORR-          -6.75  (seconds)                    DEFLEC99
 NM1664  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 NM1664
 NM1664  HORZ ORDER  -  THIRD
 NM1664
 NM1664.The horizontal coordinates were established by classical geodetic methods
 NM1664.and adjusted by the National Geodetic Survey in May 1999..
 NM1664
 NM1664
 NM1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1664
 NM1664.The geoid height was determined by GEOID03.
 NM1664
 NM1664;                    North         East     Units Scale Factor Converg.
 NM1664;SPC IA N     - 1,073,054.537 1,280,970.944   MT  0.99998963   -1 47 44.2
 NM1664;UTM  14      - 4,667,787.708   735,621.882   MT  1.00028317   +1 54 46.8
 NM1664
 NM1664                          SUPERSEDED SURVEY CONTROL
 NM1664
 NM1664  NAD 83(1996)-  42 07 36.46297(N)    096 08 57.78256(W) AD(       ) 4
 NM1664  NAD 83(1996)-  42 07 36.46416(N)    096 08 57.78432(W) AD(       ) 4
 NM1664  NAD 83(1986)-  42 07 36.46389(N)    096 08 57.77948(W) AD(       ) 4
 NM1664  NAD 27      -  42 07 36.50500(N)    096 08 56.70800(W) AD(       ) 3
 NM1664
 NM1664.Superseded values are not recommended for survey control.
 NM1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1664.See file dsdata.txt to determine how the superseded data were derived.
 NM1664
 NM1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3562267788(NAD 83)
 NM1664_MARKER: 53 = ELEVATED TANK
 NM1664
 NM1664  HISTORY     - Date     Condition        Report By
 NM1664  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1664
 NM1664                          STATION DESCRIPTION
 NM1664
 NM1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1664'THE STATION IS LOCATED IN THE TOWN OF WHITING.  IT IS A 4 LEGGED
 NM1664'STEEL STRUCTURE, PAINTED SILVER AND APPROXIMATELY 100 FEET
 NM1664'HIGH.
 NM1664'
 NM1664'THE POINT INTERSECTED WAS THE BALL ATOP ROOF.
 NM1664'
 NM1664'TO REACH FROM THE NORTH WESTERN RAILROAD DEPOT, GO EAST TO
 NM1664'HIGHWAY 75, TURN RIGHT 1/2 BLOCK TO THE TANK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0098 ***********************************************************************
 NM0098  DESIGNATION -  WHITING RM 1
 NM0098  PID         -  NM0098
 NM0098  STATE/COUNTY-  IA/MONONA
 NM0098  USGS QUAD   -  SLOAN (1969)
 NM0098
 NM0098                         *CURRENT SURVEY CONTROL
 NM0098  ___________________________________________________________________
 NM0098* NAD 83(1986)-  42 07 39.     (N)    096 08 59.     (W)     SCALED    
 NM0098* NAVD 88     -       323.696  (meters)    1061.99   (feet)  ADJUSTED  
 NM0098  ___________________________________________________________________
 NM0098  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 NM0098  DYNAMIC HT  -         323.583 (meters)    1061.62  (feet)  COMP
 NM0098  MODELED GRAV-     980,264.9   (mgal)                       NAVD 88
 NM0098
 NM0098  VERT ORDER  -  FIRST     CLASS II
 NM0098
 NM0098.The horizontal coordinates were scaled from a topographic map and have
 NM0098.an estimated accuracy of +/- 6 seconds.
 NM0098
 NM0098.The orthometric height was determined by differential leveling
 NM0098.and adjusted by the National Geodetic Survey in June 1991..
 NM0098
 NM0098.The geoid height was determined by GEOID03.
 NM0098
 NM0098.The dynamic height is computed by dividing the NAVD 88
 NM0098.geopotential number by the normal gravity value computed on the
 NM0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0098.degrees latitude (g = 980.6199 gals.).
 NM0098
 NM0098.The modeled gravity was interpolated from observed gravity values.
 NM0098
 NM0098;                    North         East    Units  Estimated Accuracy
 NM0098;SPC IA N     - 1,073,130.    1,280,950.      MT  (+/- 180 meters Scaled)
 NM0098
 NM0098                          SUPERSEDED SURVEY CONTROL
 NM0098
 NM0098  NGVD 29 (??/??/92)  323.558  (m)         1061.54   (f) ADJ UNCH    1 2
 NM0098
 NM0098.Superseded values are not recommended for survey control.
 NM0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0098.See file dsdata.txt to determine how the superseded data were derived.
 NM0098
 NM0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM355678(NAD 83)
 NM0098_MARKER: DR = REFERENCE MARK DISK
 NM0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0098_STAMPING: WHITING NO 1 1948
 NM0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0098+STABILITY: SURFACE MOTION
 NM0098
 NM0098  HISTORY     - Date     Condition        Report By
 NM0098  HISTORY     - 1948     MONUMENTED       CGS
 NM0098  HISTORY     - 1977     MARK NOT FOUND   NGS
 NM0098
 NM0098                          STATION DESCRIPTION
 NM0098
 NM0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0098'AT WHITING.
 NM0098'AT WHITING, 143.2 FEET NORTHWEST OF TRIANGULATION STATION WHITING,
 NM0098'41.0 FEET EAST OF THE EAST SIDE OF THE MOST EASTERLY ONE OF TWO
 NM0098'ROWS OF CORRUGATED IRON GRAIN BINS, 35.6 FEET SOUTHWEST OF THE
 NM0098'CENTER LINE OF U.S. HIGHWAY 75, 1.8 FEET SOUTH OF A TELEPHONE
 NM0098'POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 NM0098'ABOVE THE GROUND.
 NM0098
 NM0098                          STATION RECOVERY (1977)
 NM0098
 NM0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NM0098'A SEARCH WAS MADE FOR THIS MARK AND IT COULD NOT BE FOUND. IT IS
 NM0098'BELIEVED THIS MARK WAS DESTROYED BY STREET IMPROVEMENTS. REFERENCE
 NM0098'MARK NO 3 WAS SET THIS DATE AND LEVEL TIE MADE FROM TRIANGULATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0099 ***********************************************************************
 NM0099  DESIGNATION -  WHITING RM 2
 NM0099  PID         -  NM0099
 NM0099  STATE/COUNTY-  IA/MONONA
 NM0099  USGS QUAD   -  SLOAN (1969)
 NM0099
 NM0099                         *CURRENT SURVEY CONTROL
 NM0099  ___________________________________________________________________
 NM0099* NAD 83(1986)-  42 07 39.     (N)    096 09 00.     (W)     SCALED    
 NM0099* NAVD 88     -       323.359  (meters)    1060.89   (feet)  ADJUSTED  
 NM0099  ___________________________________________________________________
 NM0099  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 NM0099  DYNAMIC HT  -         323.247 (meters)    1060.52  (feet)  COMP
 NM0099  MODELED GRAV-     980,264.9   (mgal)                       NAVD 88
 NM0099
 NM0099  VERT ORDER  -  FIRST     CLASS II
 NM0099
 NM0099.The horizontal coordinates were scaled from a topographic map and have
 NM0099.an estimated accuracy of +/- 6 seconds.
 NM0099
 NM0099.The orthometric height was determined by differential leveling
 NM0099.and adjusted by the National Geodetic Survey in June 1991..
 NM0099
 NM0099.The geoid height was determined by GEOID03.
 NM0099
 NM0099.The dynamic height is computed by dividing the NAVD 88
 NM0099.geopotential number by the normal gravity value computed on the
 NM0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0099.degrees latitude (g = 980.6199 gals.).
 NM0099
 NM0099.The modeled gravity was interpolated from observed gravity values.
 NM0099
 NM0099;                    North         East    Units  Estimated Accuracy
 NM0099;SPC IA N     - 1,073,130.    1,280,920.      MT  (+/- 180 meters Scaled)
 NM0099
 NM0099                          SUPERSEDED SURVEY CONTROL
 NM0099
 NM0099  NGVD 29 (??/??/92)  323.222  (m)         1060.44   (f) ADJ UNCH    1 2
 NM0099
 NM0099.Superseded values are not recommended for survey control.
 NM0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0099.See file dsdata.txt to determine how the superseded data were derived.
 NM0099
 NM0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM355678(NAD 83)
 NM0099_MARKER: DR = REFERENCE MARK DISK
 NM0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0099_STAMPING: WHITING NO 2 1948
 NM0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0099+STABILITY: SURFACE MOTION
 NM0099
 NM0099  HISTORY     - Date     Condition        Report By
 NM0099  HISTORY     - 1948     MONUMENTED       CGS
 NM0099  HISTORY     - 1977     MARK NOT FOUND   NGS
 NM0099
 NM0099                          STATION DESCRIPTION
 NM0099
 NM0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0099'AT WHITING.
 NM0099'108.9 FEET SOUTHWEST OF TRIANGULATION STATION WHITING, 101.3
 NM0099'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK OF
 NM0099'THE CHICAGO AND NORTH WESTERN RAILROAD, 24.0 FEET SOUTH OF THE
 NM0099'CENTER LINE OF THE MAIN EAST AND WEST STREET OF WHITING, 1.6
 NM0099'FEET SOUTHEAST OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE
 NM0099'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NM0099
 NM0099                          STATION RECOVERY (1977)
 NM0099
 NM0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NM0099'A SEARCH WAS MADE FOR THIS MARK AND IT COULD NOT BE FOUND. IT IS
 NM0099'BELIEVED THIS MARK WAS DESTROYED WHEN THE METAL BUILDING IN THE AREA
 NM0099'WAS BUILT. REFERENCE MARK NO 4 WAS SET THIS DATE AND LEVEL TIE MADE
 NM0099'FROM TRIANGULATION STATION WHITING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1921 ***********************************************************************
 NM1921  DESIGNATION -  WHITING RM 3
 NM1921  PID         -  NM1921
 NM1921  STATE/COUNTY-  IA/MONONA
 NM1921  USGS QUAD   -  SLOAN (1969)
 NM1921
 NM1921                         *CURRENT SURVEY CONTROL
 NM1921  ___________________________________________________________________
 NM1921* NAD 83(1986)-  42 07 41.     (N)    096 09 00.     (W)     SCALED    
 NM1921* NAVD 88     -       323.54   (+/-2cm)    1061.5    (feet)  VERTCON   
 NM1921  ___________________________________________________________________
 NM1921  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 NM1921
 NM1921  VERT ORDER  -  THIRD (See Below)
 NM1921
 NM1921.The horizontal coordinates were scaled from a topographic map and have
 NM1921.an estimated accuracy of +/- 6 seconds.
 NM1921
 NM1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1921.The vertical order pertains to the NGVD 29 superseded value.
 NM1921
 NM1921.The geoid height was determined by GEOID03.
 NM1921
 NM1921;                    North         East    Units  Estimated Accuracy
 NM1921;SPC IA N     - 1,073,200.    1,280,920.      MT  (+/- 180 meters Scaled)
 NM1921
 NM1921                          SUPERSEDED SURVEY CONTROL
 NM1921
 NM1921  NGVD 29 (05/12/04)  323.40   (m)         1061.0    (f) RESET       3  
 NM1921
 NM1921.Superseded values are not recommended for survey control.
 NM1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1921.See file dsdata.txt to determine how the superseded data were derived.
 NM1921
 NM1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM355679(NAD 83)
 NM1921_MARKER: DR = REFERENCE MARK DISK
 NM1921_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NM1921+WITH SETTING: PAVEMENT
 NM1921_SP_SET: GRAIN BIN FOUNDATION
 NM1921_STAMPING: WHITING 1948 RM 3 1977
 NM1921_MARK LOGO: NGS   
 NM1921_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1921+STABILITY: SURFACE MOTION
 NM1921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1921+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1989
 NM1921
 NM1921  HISTORY     - Date     Condition        Report By
 NM1921  HISTORY     - 1977     MONUMENTED       NGS
 NM1921  HISTORY     - 19890912 GOOD             NGS
 NM1921  HISTORY     - 19900325 GOOD             NGS
 NM1921
 NM1921                          STATION DESCRIPTION
 NM1921
 NM1921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1921'RECOVERED IN GOOD CONDITION.
 NM1921
 NM1921                          STATION RECOVERY (1990)
 NM1921
 NM1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NM1921'LOCATED IN THE TOWN OF WHITING, ON THE WEST SIDE OF THE CHICAGO AND
 NM1921'NORTHWESTERN RAILROAD TRACK AND ON THE SOUTH SIDE OF THE CIRCLE C FARM
 NM1921'SUPPLY LARGE METAL GRAIN STORAGE BUILDING AND IN THE NORTHWEST ANGLE
 NM1921'OF STATE HIGHWAY 475 AND WHITTIER STREET, CEMENTED IN A DRILL HOLE IN
 NM1921'THE CONCRETE FOUNDATION FOR THE METAL BUILDING AND IS 1.3 FEET (0.4 M)
 NM1921'EAST OF THE SOUTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1922 ***********************************************************************
 NM1922  DESIGNATION -  WHITING RM 4
 NM1922  PID         -  NM1922
 NM1922  STATE/COUNTY-  IA/MONONA
 NM1922  USGS QUAD   -  SLOAN (1969)
 NM1922
 NM1922                         *CURRENT SURVEY CONTROL
 NM1922  ___________________________________________________________________
 NM1922* NAD 83(1986)-  42 07 40.     (N)    096 09 00.     (W)     SCALED    
 NM1922* NAVD 88     -       323.55   (+/-2cm)    1061.5    (feet)  VERTCON   
 NM1922  ___________________________________________________________________
 NM1922  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 NM1922
 NM1922  VERT ORDER  -  THIRD (See Below)
 NM1922
 NM1922.The horizontal coordinates were scaled from a topographic map and have
 NM1922.an estimated accuracy of +/- 6 seconds.
 NM1922
 NM1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1922.The vertical order pertains to the NGVD 29 superseded value.
 NM1922
 NM1922.The geoid height was determined by GEOID03.
 NM1922
 NM1922;                    North         East    Units  Estimated Accuracy
 NM1922;SPC IA N     - 1,073,170.    1,280,920.      MT  (+/- 180 meters Scaled)
 NM1922
 NM1922                          SUPERSEDED SURVEY CONTROL
 NM1922
 NM1922  NGVD 29 (05/12/04)  323.41   (m)         1061.1    (f) RESET       3  
 NM1922
 NM1922.Superseded values are not recommended for survey control.
 NM1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1922.See file dsdata.txt to determine how the superseded data were derived.
 NM1922
 NM1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM355678(NAD 83)
 NM1922_MARKER: DR = REFERENCE MARK DISK
 NM1922_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NM1922+WITH SETTING: PAVEMENT
 NM1922_SP_SET: GRAIN BIN FOUNDATION
 NM1922_STAMPING: WHITING 1948 RM 4 1977
 NM1922_MARK LOGO: NGS   
 NM1922_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1922+STABILITY: SURFACE MOTION
 NM1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1922+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1989
 NM1922
 NM1922  HISTORY     - Date     Condition        Report By
 NM1922  HISTORY     - 1977     MONUMENTED       NGS
 NM1922  HISTORY     - 19890912 GOOD             NGS
 NM1922  HISTORY     - 19900325 GOOD             NGS
 NM1922
 NM1922                          STATION DESCRIPTION
 NM1922
 NM1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1922'RECOVERED IN GOOD CONDITION.
 NM1922
 NM1922                          STATION RECOVERY (1990)
 NM1922
 NM1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NM1922'LOCATED IN THE TOWN OF WHITING, ON THE WEST SIDE OF THE CHICAGO AND
 NM1922'NORTHWESTERN RAILROAD TRACK AND ON THE SOUTH SIDE OF THE CIRCLE C FARM
 NM1922'SUPPLY LARGE METAL GRAIN STORAGE BUILDING AND IN THE NORTHWEST ANGLE
 NM1922'OF STATE HIGHWAY 475 AND WHITTIER STREET, CEMENTED IN A DRILL HOLE IN
 NM1922'THE CONCRETE FOUNDATION FOR THE METAL BUILDING AND IS 1.6 FEET (0.5 M)
 NM1922'WEST OF THE SOUTHEAST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1019 ***********************************************************************
 OP1019  DESIGNATION -  WHITTEMORE MUNICIPAL TANK
 OP1019  PID         -  OP1019
 OP1019  STATE/COUNTY-  IA/KOSSUTH
 OP1019  USGS QUAD   -  WHITTEMORE (1980)
 OP1019
 OP1019                         *CURRENT SURVEY CONTROL
 OP1019  ___________________________________________________________________
 OP1019* NAD 83(1996)-  43 03 49.56209(N)    094 25 17.07892(W)     ADJUSTED  
 OP1019* NAVD 88     -                                                        
 OP1019  ___________________________________________________________________
 OP1019  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 OP1019  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 OP1019
 OP1019  HORZ ORDER  -  THIRD
 OP1019
 OP1019.The horizontal coordinates were established by classical geodetic methods
 OP1019.and adjusted by the National Geodetic Survey in May 1999..
 OP1019
 OP1019
 OP1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1019
 OP1019.The geoid height was determined by GEOID03.
 OP1019
 OP1019;                    North         East     Units Scale Factor Converg.
 OP1019;SPC IA N     - 1,174,110.106 1,424,948.809   MT  0.99996923   -0 37 28.1
 OP1019;UTM  15      - 4,768,876.449   384,262.206   MT  0.99976479   -0 58 14.4
 OP1019
 OP1019                          SUPERSEDED SURVEY CONTROL
 OP1019
 OP1019  NAD 83(1996)-  43 03 49.56205(N)    094 25 17.07878(W) AD(       ) 4
 OP1019  NAD 83(1986)-  43 03 49.55579(N)    094 25 17.06854(W) AD(       ) 4
 OP1019  NAD 27      -  43 03 49.67300(N)    094 25 16.12900(W) AD(       ) 3
 OP1019
 OP1019.Superseded values are not recommended for survey control.
 OP1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1019.See file dsdata.txt to determine how the superseded data were derived.
 OP1019
 OP1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH8426268876(NAD 83)
 OP1019_MARKER: 53 = ELEVATED TANK
 OP1019
 OP1019  HISTORY     - Date     Condition        Report By
 OP1019  HISTORY     - 1934     FIRST OBSERVED   CGS
 OP1019
 OP1019                          STATION DESCRIPTION
 OP1019
 OP1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1019'THIS STATION IS THE BLACK MUNICIPAL TANK IN THE VILLAGE OF
 OP1019'WHITTEMORE, IOWA.  IT IS LOCATED 1.3 MILES S OF THE INTERSECTION
 OP1019'OF U.S. HIGHWAY 18 AND STATE HIGHWAY 44.  0.4 MILE E OF MAIN
 OP1019'STREET.  60 FEET W OF HIGHWAY 44.  AND 40 FEET S OF THE CHICAGO,
 OP1019'MILWAUKEE AND ST. PAUL RAILWAY, IN SECTION 8, T 95 N, R 30 W.
 OP1019'THE TANK WAS ERECTED IN 1911.
 OP1019'
 OP1019'THE TANK HAS FOUR BLACK TRUSSWORK LEGS ABOUT 90 FEET HIGH.
 OP1019'THERE ARE TWO SETS OF CROSS-MEMBERS ON THE LEGS.  THERE IS
 OP1019'A RED FIRE SIREN ON THE SECOND CROSS-MEMBER.  THE OVAL SECTION
 OP1019'OF THE TANK EXTENDS DOWNWARD ABOUT 12 FEET, FROM THE CENTER OF
 OP1019'WHICH A 30-INCH FEED PIPE JACKET EXTENDS TO THE GROUND.  THE
 OP1019'VERTICAL SECTION OF THE TANK IS ABOUT 20 FEET HIGH AND HAS
 OP1019'A CAT-WALK AND RAIL AROUND THE BASE.  THE ROOF IS SLIGHTLY
 OP1019'CONICAL IN SHAPE AND ABOUT 5 FEET HIGH.  AT THE APEX, THERE IS
 OP1019'A BLACK BALL AND ABOVE THERE IS A GOOSE NECK LIGHT FIXTURE.
 OP1019'THE TOTAL HEIGHT IS ABOUT 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0782 ***********************************************************************
 OP0782  CBN         -  This is a Cooperative Base Network Control Station.
 OP0782  DESIGNATION -  WHYNOT
 OP0782  PID         -  OP0782
 OP0782  STATE/COUNTY-  IA/DICKINSON
 OP0782  USGS QUAD   -  SPIRIT LAKE SE (1970)
 OP0782
 OP0782                         *CURRENT SURVEY CONTROL
 OP0782  ___________________________________________________________________
 OP0782* NAD 83(1996)-  43 15 56.19508(N)    095 01 58.98647(W)     ADJUSTED  
 OP0782* NAVD 88     -       446.1    (meters)    1464.     (feet)  GPS OBS   
 OP0782  ___________________________________________________________________
 OP0782  X           -    -408,129.088 (meters)                     COMP
 OP0782  Y           -  -4,634,145.812 (meters)                     COMP
 OP0782  Z           -   4,349,322.050 (meters)                     COMP
 OP0782  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 OP0782  ELLIP HEIGHT-         417.62  (meters)          (06/15/04) GPS OBS
 OP0782  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 OP0782
 OP0782  HORZ ORDER  -  B
 OP0782  ELLP ORDER  -  FOURTH    CLASS I
 OP0782
 OP0782.The horizontal coordinates were established by GPS observations
 OP0782.and adjusted by the National Geodetic Survey in August 1997..
 OP0782
 OP0782.The orthometric height was determined by GPS observations and a
 OP0782.high-resolution geoid model.
 OP0782
 OP0782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0782
 OP0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0782
 OP0782.The ellipsoidal height was determined by GPS observations
 OP0782.and is referenced to NAD 83.
 OP0782
 OP0782.The geoid height was determined by GEOID03.
 OP0782
 OP0782;                    North         East     Units Scale Factor Converg.
 OP0782;SPC IA N     - 1,197,253.140 1,375,540.120   MT  0.99999981   -1 02 20.5
 OP0782;UTM  15      - 4,792,317.772   335,002.715   MT  0.99993490   -1 23 37.4
 OP0782
 OP0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0782!SPC IA N     -   0.99993451  x   0.99999981  =   0.99993432
 OP0782!UTM  15      -   0.99993451  x   0.99993490  =   0.99986942
 OP0782
 OP0782|---------------------------------------------------------------------|
 OP0782| PID    Reference Object                     Distance      Geod. Az  |
 OP0782|                                                           dddmmss.s |
 OP0782| CO4077 WHYNOT RM 2                          19.145 METERS 08850     |
 OP0782| OP0495 R 21                                APPROX. 0.7 KM 1771427.4 |
 OP0782| CO4076 WHYNOT RM 1                           8.086 METERS 35530     |
 OP0782|---------------------------------------------------------------------|
 OP0782
 OP0782                          SUPERSEDED SURVEY CONTROL
 OP0782
 OP0782  ELLIP H (08/25/97)  417.63   (m)                       GP(       ) 4 1
 OP0782  NAD 83(1986)-  43 15 56.19083(N)    095 01 58.97482(W) AD(       ) 1
 OP0782  NAD 27      -  43 15 56.32680(N)    095 01 58.00813(W) AD(       ) 1
 OP0782  NGVD 29 (07/19/86)  445.8    (m)         1463.     (f) VERT ANG       
 OP0782
 OP0782.Superseded values are not recommended for survey control.
 OP0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0782.See file dsdata.txt to determine how the superseded data were derived.
 OP0782
 OP0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH3500392318(NAD 83)
 OP0782_MARKER: DS = TRIANGULATION STATION DISK
 OP0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0782_STAMPING: WHYNOT 1971
 OP0782_MARK LOGO: NGS   
 OP0782_PROJECTION: RECESSED 8 CENTIMETERS
 OP0782_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0782+STABILITY: SURFACE MOTION
 OP0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0782+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 OP0782
 OP0782  HISTORY     - Date     Condition        Report By
 OP0782  HISTORY     - 1971     MONUMENTED       NGS
 OP0782  HISTORY     - 19960806 GOOD             IADT
 OP0782  HISTORY     - 20001218 GOOD             WOOLPT
 OP0782  HISTORY     - 20060614 GOOD             DUCKS
 OP0782
 OP0782                          STATION DESCRIPTION
 OP0782
 OP0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0782'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF SPENCER,
 OP0782'6-1/2 MILES EAST-NORTHEAST OF FOSTORIA, 4-1/2 MILES SOUTHWEST
 OP0782'OF TERRILL IN THE NE 1/4 OF SEC. 36, R. 36 W., T. 98 N. AND ON
 OP0782'ROAD RIGHT-OF-WAY.
 OP0782'
 OP0782'TO REACH THE STATION FROM THE POST OFFICE IN FOSTORIA, GO EAST
 OP0782'ON A PAVED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO
 OP0782'NORTH ON U.S. HIGHWAY 71 FOR 2 MILES TO A CROSSROAD.  TURN RIGHT
 OP0782'AND GO EAST ON COUNTY ROAD M 3 FOR 4.8 MILES TO A PLACE WHERE
 OP0782'COUNTY ROAD M 3 TURNS LEFT AND GOES NORTH AND A GRAVELED ROAD
 OP0782'GOES STRAIGHT AHEAD.  CONTINUE AHEAD AND GO EAST ON A GRAVELED
 OP0782'ROAD FOR 1 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTH ON A
 OP0782'GRAVELED ROAD FOR 0.25 MILE TO THE HIGHEST PART OF A HILL AND
 OP0782'THE STATION ON THE RIGHT.
 OP0782'
 OP0782'STATION MARKS ARE STANDARD DISKS STAMPED WHYNOT 1971.  THE SURFACE
 OP0782'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OP0782'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 31 FEET
 OP0782'WEST OF THE CENTER OF A GRAVELED ROAD, 4.4 FEET NORTH-NORTHEAST
 OP0782'OF A METAL WITNESS POST AND 3 FEET EAST OF A NORTH-SOUTH WIRE
 OP0782'FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OP0782'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 OP0782'
 OP0782'REFERENCE MARK 1, A STANDARD DISK STAMPED WHYNOT NO 1 1971,
 OP0782'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OP0782'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET WEST
 OP0782'OF THE CENTER OF THE GRAVELED ROAD, 29.7 FEET NORTH OF THE
 OP0782'METAL WITNESS POST AND 1 FOOT EAST OF THE NORTH-SOUTH WIRE FENCE.
 OP0782'
 OP0782'REFERENCE MARK 2, A STANDARD DISK STAMPED WHYNOT NO 2 1971,
 OP0782'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OP0782'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 34 FEET EAST
 OP0782'OF THE CENTER OF THE GRAVELED ROAD, 21 FEET SOUTH OF A TELEPHONE
 OP0782'POLE AND 1 FOOT WEST OF A NORTH-SOUTH WIRE FENCE.
 OP0782'
 OP0782'BM R 21 (AZIMUTH MARK), A STANDARD DISK STAMPED R 21 1934, IS
 OP0782'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OP0782'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 64 FEET EAST OF THE
 OP0782'CENTER OF A GRAVELED ROAD, 51 FEET SOUTH OF THE SOUTH RAIL OF
 OP0782'A RAILROAD TRACK, 26.5 FEET EAST-NORTHEAST OF THE EAST GATE
 OP0782'POST OF A WIRE GATE AND 1 FOOT NORTH OF AN EAST-WEST WIRE FENCE.
 OP0782'
 OP0782'TO REACH BM R 21 (AZIMUTH MARK) FROM THE STATION, GO SOUTH ON
 OP0782'A GRAVELED ROAD FOR 0.4 MILE TO A RAILROAD TRACK AND BM R 21
 OP0782'ON THE LEFT.
 OP0782'
 OP0782'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 OP0782
 OP0782                          STATION RECOVERY (1996)
 OP0782
 OP0782'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 OP0782'RECOVERED IN 1996 BY IOWA DOT.  A PINK STATE HARN SURVEY SIGN WAS SET
 OP0782'0.7 M (2.3 FT) WEST OF THE MONUMENT.  TO REACH THE STATION FROM THE
 OP0782'JUNCTION OF COUNTY ROADS A 43 AND M 54, 5.5 MILES (8.9 KM) SOUTHEAST
 OP0782'OF MILFORD, GO EAST ON COUNTY GRAVEL ROAD FOR 1.0 MI (1.6 KM) TO A
 OP0782'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR APPROX.  0.25 MI (0.40 KM) TO
 OP0782'THE STATION ON THE RIGHT, WEST SIDE OF THE ROAD.
 OP0782
 OP0782                          STATION RECOVERY (2000)
 OP0782
 OP0782'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (BJM)
 OP0782'RECOVERED AS DESCRIBED.
 OP0782'
 OP0782
 OP0782                          STATION RECOVERY (2006)
 OP0782
 OP0782'RECOVERY NOTE BY DUCKS UNLIMITED 2006 (GLJ)
 OP0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0896 ***********************************************************************
 ON0896  DESIGNATION -  WICHMAN
 ON0896  PID         -  ON0896
 ON0896  STATE/COUNTY-  IA/WINNESHIEK
 ON0896  USGS QUAD   -  ST LUCAS (1981)
 ON0896
 ON0896                         *CURRENT SURVEY CONTROL
 ON0896  ___________________________________________________________________
 ON0896* NAD 83(1996)-  43 05 25.37044(N)    091 59 26.61220(W)     ADJUSTED  
 ON0896* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 ON0896  ___________________________________________________________________
 ON0896  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 ON0896  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 ON0896
 ON0896  HORZ ORDER  -  FIRST
 ON0896
 ON0896.The horizontal coordinates were established by classical geodetic methods
 ON0896.and adjusted by the National Geodetic Survey in May 1999..
 ON0896
 ON0896.The orthometric height was scaled from a topographic map.
 ON0896
 ON0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0896
 ON0896.The geoid height was determined by GEOID03.
 ON0896
 ON0896;                    North         East     Units Scale Factor Converg.
 ON0896;SPC IA N     - 1,177,754.508 1,622,877.259   MT  0.99997255   +1 01 22.4
 ON0896;UTM  15      - 4,771,345.775   582,143.904   MT  0.99968301   +0 41 22.3
 ON0896
 ON0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0896!SPC IA N     -   0.99994989  x   0.99997255  =   0.99992244
 ON0896!UTM  15      -   0.99994989  x   0.99968301  =   0.99963291
 ON0896
 ON0896:                Primary Azimuth Mark                     Grid Az
 ON0896:SPC IA N     -  WICHMAN AZ MK                            118 50 44.9
 ON0896:UTM  15      -  WICHMAN AZ MK                            119 10 45.0
 ON0896
 ON0896|---------------------------------------------------------------------|
 ON0896| PID    Reference Object                     Distance      Geod. Az  |
 ON0896|                                                           dddmmss.s |
 ON0896| CI6544 WICHMAN AZ MK                                      1195207.3 |
 ON0896| CI6545 WICHMAN RM 1                         65.093 METERS 15052     |
 ON0896| CI6546 WICHMAN RM 2                         57.202 METERS 18257     |
 ON0896| OO0913 LAWLER MUNICIPAL TANK               APPROX.14.0 KM 2595759.6 |
 ON0896|---------------------------------------------------------------------|
 ON0896
 ON0896                          SUPERSEDED SURVEY CONTROL
 ON0896
 ON0896  NAD 83(1996)-  43 05 25.37037(N)    091 59 26.61207(W) AD(       ) 1
 ON0896  NAD 83(1986)-  43 05 25.36263(N)    091 59 26.61119(W) AD(       ) 1
 ON0896  NAD 27      -  43 05 25.46110(N)    091 59 25.99040(W) AD(       ) 1
 ON0896
 ON0896.Superseded values are not recommended for survey control.
 ON0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0896.See file dsdata.txt to determine how the superseded data were derived.
 ON0896
 ON0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8214471346(NAD 83)
 ON0896_MARKER: DS = TRIANGULATION STATION DISK
 ON0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0896_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON0896
 ON0896  HISTORY     - Date     Condition        Report By
 ON0896  HISTORY     - 1934     MONUMENTED       CGS
 ON0896  HISTORY     - 1961     GOOD             CGS
 ON0896
 ON0896                          STATION DESCRIPTION
 ON0896
 ON0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 ON0896'STATION IS ABOUT 8 MILES ENE OF LAWLER, ABOUT 3 MILES NE OF
 ON0896'WAUCOMA, IN THE NE 1/4 SEC. 35, T 96 N, R 10 W, ON THE FARM
 ON0896'OF CASPER WICHMAN, AT THE APPROXIMATE CENTER OF A CULTIVATED
 ON0896'FIELD, ABOUT 0.5 MILE NNW OF HIS HOUSE, ON THE CREST OF THE
 ON0896'KNOLL, 370 FEET W OF THE E FENCE THAT SEPARATES THE FIELD
 ON0896'FROM THE PASTURE ON THE E, 190 FEET N OF THE S FENCE, ABOUT
 ON0896'300 FEET E OF THE W N-S FENCE.  THE MARK IS 12 INCHES
 ON0896'UNDERGROUND AND ABOUT 1/2 MILE N OF THE COUNTY LINE.
 ON0896'
 ON0896'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 ON0896'BRONZE DISKS SET IN CONCRETE.
 ON0896'
 ON0896'AZIMUTH MARK IS ESE OF STATION, 25 FEET E OF CENTER LINE OF
 ON0896'ROAD, 1 FOOT W OF THE RIGHT-OF-WAY FENCE, ABOUT 200 FEET
 ON0896'N OF A 30-INCH COTTONWOOD TREE.  IT PROJECTS 8 INCHES.
 ON0896'
 ON0896'REFERENCE MARK NO. 1 IS SE OF STATION, 3 FEET N OF THE S E-W
 ON0896'FENCE, 5 FEET NE OF A FENCE POST.  IT PROJECTS 15 INCHES.
 ON0896'
 ON0896'REFERENCE MARK NO. 2 IS S OF STATION, 3 FEET N OF THE S E-W
 ON0896'FENCE, 4 FEET NW OF A 6-INCH CHERRY TREE, 113.53 FEET W OF
 ON0896'REFERENCE MARK NO. 1.  IT PROJECTS 12 INCHES.
 ON0896'
 ON0896'TO REACH FROM THE BRIDGE IN WAUCOMA, GO N 0.2 MILE, THENCE
 ON0896'NE 0.25 MILE TO A FORK, THENCE E 0.85 MILE TO A SAND ROAD
 ON0896'LEADING N.  NORTH ON THIS ROAD 1.25 MILE TO A DIRT ROAD.
 ON0896'EAST ON THIS ROAD 1.0 MILE, THENCE N 0.35 MILE TO THE COUNTY
 ON0896'LINE, THENCE E 0.25 MILE TO THE FARMHOUSE ON THE N SIDE OF
 ON0896'THE ROAD.  NORTH THROUGH BARNYARD ABOUT 50 YARDS TO THE GATE
 ON0896'AT THE W END OF THE BARN, THENCE THROUGH GATE AND ALONG LANE
 ON0896'LEADING N ABOUT 0.5 MILE TO A GATE INTO PASTURE.  GO W ACROSS
 ON0896'PASTURE ABOUT 0.05 MILE TO A GATE INTO A FIELD, THENCE
 ON0896'THROUGH GATE AND GO NW ABOUT 0.05 MILE ACROSS THE FIELD TO
 ON0896'THE CREST OF KNOLL AND THE STATION.
 ON0896'
 ON0896'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 ON0896
 ON0896                          STATION RECOVERY (1961)
 ON0896
 ON0896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0896'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 ON0896'CONDITION AT THIS TIME.  REFERENCE MARK 2 SHOWS EVIDENCE OF
 ON0896'BEING MOVED A LITTLE SOUTH BUT IS SOLID AT THIS TIME.  THE
 ON0896'DIRECTION TO THE AZIMUTH MARK AND REFERENCE MARK 1 CHECKED
 ON0896'BUT THE DIRECTION TO REFERENCE MARK 2 WAS FOUND TO BE 1 MINUTE
 ON0896'AND 25 SECONDS LARGER THAN THE PREVIOUS DIRECTION.  THE
 ON0896'1934 DISTANCE TO THE REFERENCE MARKS AND REFERENCE POINTS
 ON0896'WAS USED BECAUSE OF TALL CORN ON LINE.  A COMPLETE DESCRIPTION
 ON0896'FOLLOWS.
 ON0896'
 ON0896'THE STATION IS ABOUT 5 MILES SOUTHWEST OF FORT ATHINSON, 8
 ON0896'MILES EAST OF LAWLER, IN THE NE 1/4 OF SEC. 35, T-96-N, R-10-W,
 ON0896'AND ON THE PROPERTY OF MR. VIRGIL BENGFORT.  IT IS 213 FEET
 ON0896'NORTHWEST OF A WITNESS POST, 188 FEET NORTH OF A FENCE AND
 ON0896'ON THE HIGHEST POINT OF A CULTIVATED KNOLL.  THE MONUMENT IS
 ON0896'10 INCHES UNDERGROUND AND THE DISK IS STAMPED WICHMAN 1934.
 ON0896'
 ON0896'TO REACH THE STATION FROM THE MAIN CROSS STREETS (1 BLOCK
 ON0896'EAST OF THE CITIZENS SAVINGS BANK) IN FORT ATKINSON, GO SOUTHERLY
 ON0896'ON STATE HIGHWAY 24 FOR 3.2 MILES TO A GRAVELED CROSSROAD.
 ON0896'TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 2.75 MILES
 ON0896'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE GRAVELED
 ON0896'ROAD FOR 0.3 MILE TO A GRAVELED CROSSROAD.  TURN RIGHT AND
 ON0896'GO WEST ON THE GRAVELED ROAD FOR 0.25 MILE TO A HOUSE AND
 ON0896'DRIVEWAY ON THE RIGHT.  TURN RIGHT PASSING EAST OF THE HOUSE
 ON0896'AND GO NORTH ON THE DRIVEWAY 0.1 MILE TO A WIRE GATE.  PASS
 ON0896'THROUGH THE GATE AND GO WEST ON FARM LANE FOR 0.1 MILE TO
 ON0896'THE POINT WHERE THE LANE TURNS RIGHT AND GOES NORTH.  TURN
 ON0896'RIGHT AND GO NORTH ON THE LANE FOR 0.4 MILE TO A CULTIVATED
 ON0896'FIELD ON THE LEFT.  TURN LEFT AND GO WEST ALONG THE SOUTH
 ON0896'EDGE OF THE FIELD FOR 0.1 MILE TO REFERENCE MARK 1 ON THE
 ON0896'LEFT AND THE STATION 213 FEET NORTHWEST.
 ON0896'
 ON0896'REFERENCE MARK 1 IS 3 FEET NORTH OF A FENCE AND 1 FOOT WEST
 ON0896'OF A WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE
 ON0896'DISK IS STAMPED WICHMAN NO 1 1934.
 ON0896'
 ON0896'REFERENCE MARK 2 IS 114 FEET WEST OF THE WITNESS POST AND
 ON0896'1 FOOT NORTH OF THE FENCE.  THE MONUMENT PROJECTS 12 INCHES
 ON0896'AND THE DISK IS STAMPED WICHMAN NO 2 1934.
 ON0896'
 ON0896'THE AZIMUTH MARK IS 28 FEET EAST OF THE CENTERLINE OF THE
 ON0896'ROAD, AND 13 FEET WEST OF A FENCE.  THE MONUMENT PROJECTS
 ON0896'8 INCHES AND THE DISK IS STAMPED WICHMAN 1934.
 ON0896'
 ON0896'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1029 ***********************************************************************
 OP1029  DESIGNATION -  WILHELM
 OP1029  PID         -  OP1029
 OP1029  STATE/COUNTY-  IA/EMMET
 OP1029  USGS QUAD   -  GRUVER (1980)
 OP1029
 OP1029                         *CURRENT SURVEY CONTROL
 OP1029  ___________________________________________________________________
 OP1029* NAD 83(1996)-  43 24 53.76671(N)    094 39 15.67451(W)     ADJUSTED  
 OP1029* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 OP1029  ___________________________________________________________________
 OP1029  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 OP1029  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 OP1029
 OP1029  HORZ ORDER  -  FIRST
 OP1029
 OP1029.The horizontal coordinates were established by classical geodetic methods
 OP1029.and adjusted by the National Geodetic Survey in May 1999..
 OP1029
 OP1029.The orthometric height was scaled from a topographic map.
 OP1029
 OP1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1029
 OP1029.The geoid height was determined by GEOID03.
 OP1029
 OP1029;                    North         East     Units Scale Factor Converg.
 OP1029;SPC IA N     - 1,213,353.127 1,406,508.771   MT  1.00003046   -0 46 56.5
 OP1029;SPC MN S     -   146,318.239   746,999.039   MT  1.00010014   -0 27 31.2
 OP1029;UTM  15      - 4,808,223.429   366,066.181   MT  0.99982066   -1 08 13.8
 OP1029
 OP1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1029!SPC IA N     -   0.99994389  x   1.00003046  =   0.99997435
 OP1029!SPC MN S     -   0.99994389  x   1.00010014  =   1.00004403
 OP1029!UTM  15      -   0.99994389  x   0.99982066  =   0.99976456
 OP1029
 OP1029:                Primary Azimuth Mark                     Grid Az
 OP1029:SPC IA N     -  WILBERT ST PAULS LUTH CH SPIRE           033 37 16.1
 OP1029:SPC MN S     -  WILBERT ST PAULS LUTH CH SPIRE           033 17 50.8
 OP1029:UTM  15      -  WILBERT ST PAULS LUTH CH SPIRE           033 58 33.4
 OP1029
 OP1029|---------------------------------------------------------------------|
 OP1029| PID    Reference Object                     Distance      Geod. Az  |
 OP1029|                                                           dddmmss.s |
 OP1029| OP1087 WILBERT ST PAULS LUTH CH SPIRE      APPROX.17.1 KM 0325019.6 |
 OP1029| OP1024 ARMSTRONG BLACK WATER TANK          APPROX.14.2 KM 0980135.8 |
 OP1029| OP1025 RINGSTED MUNICIPAL TANK             APPROX.17.6 KM 1382620.4 |
 OP1029| CI6550 WILHELM AZ MK                                      2645357.0 |
 OP1029| CI6552 WILHELM RM 2                         92.431 METERS 26714     |
 OP1029| CI6553 WILHELM RM 3                         35.448 METERS 26905     |
 OP1029| OP1052 SUPERIOR                            APPROX.21.5 KM 2753542.2 |
 OP1029| CI6551 WILHELM RM 1                         69.086 METERS 35828     |
 OP1029|---------------------------------------------------------------------|
 OP1029
 OP1029                          SUPERSEDED SURVEY CONTROL
 OP1029
 OP1029  NAD 83(1996)-  43 24 53.76671(N)    094 39 15.67451(W) AD(       ) 1
 OP1029  NAD 83(1986)-  43 24 53.76126(N)    094 39 15.66667(W) AD(       ) 1
 OP1029  NAD 27      -  43 24 53.91500(N)    094 39 14.73100(W) AD(       ) 1
 OP1029
 OP1029.Superseded values are not recommended for survey control.
 OP1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1029.See file dsdata.txt to determine how the superseded data were derived.
 OP1029
 OP1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6606608223(NAD 83)
 OP1029_MARKER: DS = TRIANGULATION STATION DISK
 OP1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1029
 OP1029  HISTORY     - Date     Condition        Report By
 OP1029  HISTORY     - 1934     MONUMENTED       CGS
 OP1029  HISTORY     - 1967     GOOD             CGS
 OP1029
 OP1029                          STATION DESCRIPTION
 OP1029
 OP1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 OP1029'STATION IS ABOUT 8-1/2 MILES W OF ARMSTRONG, ABOUT 9 MILES
 OP1029'E OF ESTHERVILLE, ABOUT 3 MILES NE OF GRUVER, IN SW 1/4 SECTION
 OP1029'5, T 99 N, R 32 W, ON LAND OWNED BY MRS. MARGARET ALEXANDER AND
 OP1029'OCCUPIED BY FRED WILHELM, 0.3 MILE E OF THE HILLS SCHOOLHOUSE,
 OP1029'ON THE N SIDE OF THE BARNYARD, AT ITS HIGHEST POINT, ON THE
 OP1029'N BARNYARD FENCE LINE, 26 FEET NW OF THE NW CORNER OF A SMALL
 OP1029'RED CHICKEN HOUSE, 177 FEET N OF THE N SIDE OF THE HOUSE, 85
 OP1029'FEET WNW OF NW CORNER OF RED CORNCRIB AND IMPLEMENT BARN.
 OP1029'THE MARK IS FLUSH WITH THE SURFACE.
 OP1029'
 OP1029'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OP1029'BRONZE DISKS SET IN CONCRETE.
 OP1029'
 OP1029'REFERENCE MARK NO. 1 IS N OF THE STATION, ON THE E-W FENCE
 OP1029'LINE, 6 FEET E OF FENCE POST.  IT IS FLUSH WITH THE SURFACE.
 OP1029'
 OP1029'REFERENCE MARK NO. 2 IS W OF THE STATION, NEAR THE NW CORNER
 OP1029'OF THE GARDEN, ON THE W GARDEN FENCE LINE, 6 FEET S OF THE NW
 OP1029'CORNER POST, 382.43 FEET SW OF REFERENCE MARK NO. 1.  IT IS
 OP1029'FLUSH WITH THE SURFACE.
 OP1029'
 OP1029'AZIMUTH MARK IS W OF THE STATION, 0.35 MILE W OF THE HILLS
 OP1029'SCHOOLHOUSE, 33 FEET S OF THE CENTER OF ROAD, ON THE RIGHT-OF-WAY
 OP1029'FENCE LINE, 25 FEET SE OF J.A. HILES MAILBOX, DIRECTLY ACROSS THE
 OP1029'ROAD FROM MR. HILES HOUSE.  IT PROJECTS 1 INCH.
 OP1029'
 OP1029'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 9 AND 17,
 OP1029'IN ESTHERVILLE, GO E ON STATE HIGHWAY 9, 8.7 MILES TO CROSSROADS.
 OP1029'THENCE N ON DIRT ROAD 1.0 MILE TO A CROSS ROAD AT THE HILLS
 OP1029'SCHOOLHOUSE.  THENCE E 0.3 MILE TO A FARMHOUSE ON N AND
 OP1029'STATION.
 OP1029'
 OP1029'ALL LIGHTS COME INTO VIEW AT 40 FEET.
 OP1029'
 OP1029'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 OP1029
 OP1029                          STATION RECOVERY (1967)
 OP1029
 OP1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OP1029'THE STATION, R.M. NO. 1 AND THE AZIMUTH MARKS RECOVERED AND
 OP1029'FOUND IN GOOD CONDITION.  R.M. NO. 2 HAD BEEN REMOVED AND
 OP1029'WAS FOUND LYING ALONG THE SIDE OF A ROAD.  THE AZIMUTH MARK
 OP1029'WAS IN THE WAY OF ROAD CONSTRUCTION AND HAD TO BE DESTROYED.
 OP1029'THE AZIMUTH MARK NOR ANY OBJECTS VISIBLE FROM THE GROUND AS
 OP1029'THE STATION IS IN A THICK GROVE OF TREES SO A NEW AZIMUTH
 OP1029'COULD NOT BE ESTABLISHED AT THIS TIME.
 OP1029'
 OP1029'TO REACH THE STATION FROM ESTHERVILLE, FROM THE JUNCTION OF
 OP1029'STATE HIGHWAYS 9 AND 17 TO EAST OF THE BUSINESS DISTRICT, GO
 OP1029'EAST ON STATE HIGHWAY 9 FOR 8.7 MILES TO CROSSROADS, TURN
 OP1029'LEFT AND GO NORTH FOR 1.0 MILE TO CROSSROADS, TURN RIGHT
 OP1029'AND GO EAST FOR 0.35 MILE TO A FARM DRIVEWAY ON THE LEFT,
 OP1029'TURN LEFT TO LOT NORTH OF HOUSE AND STATION.
 OP1029'
 OP1029'THE STATION IS 177 FEET NORTH OF THE NORTHWEST CORNER OF THE
 OP1029'HOUSE, 42.5 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF
 OP1029'A CHICKEN HOUSE, 13 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 OP1029'OF THE OLD CHICKEN HOUSE AND IS 8 FEET SOUTH OF THE SOUTH
 OP1029'ROW OF TREES OF GROVE.  THE MARK IS FLUSH AND THE DISK IS
 OP1029'STAMPED WILHELM 1934.
 OP1029'
 OP1029'R.M. NO. 1 IS 74 FEET EAST OF EAST GATE POST OF A STEEL GATE
 OP1029'AND 13 FEET NORTH OF EAST-WEST FENCE.  THE MARK IS FLUSH AND
 OP1029'THE DISK IS STAMPED WILHELM NO 1 1934.
 OP1029'
 OP1029'R.M. NO. 3 IS 179.5 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 OP1029'OF A LARGE CORN CRIB AND 17 FEET WEST OF THE CENTERLINE OF A
 OP1029'FARM ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 OP1029'WILHELM 1934 NO 3 1967.
 OP1029'
 OP1029'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILES
 OP1029'WEST OF ARMSTRONG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0825 ***********************************************************************
 OP0825  DESIGNATION -  WILLEMSSEN RESET
 OP0825  PID         -  OP0825
 OP0825  STATE/COUNTY-  IA/OSCEOLA
 OP0825  USGS QUAD   -  ASHTON (1972)
 OP0825
 OP0825                         *CURRENT SURVEY CONTROL
 OP0825  ___________________________________________________________________
 OP0825* NAD 83(1996)-  43 20 41.14094(N)    095 50 41.97279(W)     ADJUSTED  
 OP0825* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 OP0825  ___________________________________________________________________
 OP0825  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 OP0825  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 OP0825
 OP0825  HORZ ORDER  -  FIRST
 OP0825
 OP0825.The horizontal coordinates were established by classical geodetic methods
 OP0825.and adjusted by the National Geodetic Survey in May 1999..
 OP0825
 OP0825.The orthometric height was scaled from a topographic map.
 OP0825
 OP0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0825
 OP0825.The geoid height was determined by GEOID03.
 OP0825
 OP0825;                    North         East     Units Scale Factor Converg.
 OP0825;SPC IA N     - 1,207,555.307 1,309,881.085   MT  1.00001520   -1 35 21.5
 OP0825;UTM  15      - 4,803,032.390   269,404.454   MT  1.00025415   -1 57 13.0
 OP0825
 OP0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0825!SPC IA N     -   0.99993124  x   1.00001520  =   0.99994644
 OP0825!UTM  15      -   0.99993124  x   1.00025415  =   1.00018538
 OP0825
 OP0825|---------------------------------------------------------------------|
 OP0825| PID    Reference Object                     Distance      Geod. Az  |
 OP0825|                                                           dddmmss.s |
 OP0825| CO4092 WILLEMSSEN RM 1                      56.130 METERS 00454     |
 OP0825| OP0824 SIBLEY MUNICIPAL TANK CENTER        APPROX.10.0 KM 0485623.5 |
 OP0825| CO4090 WILLEMSSEN AZ MK                                   0861050.5 |
 OP0825| CO4093 WILLEMSSEN RM 2                      69.830 METERS 08704     |
 OP0825| OP0826 ASHTON MUNICIPAL TANK               APPROX. 5.5 KM 1264836.7 |
 OP0825| OP0827 ASHTON ST MARYS CATH CH SPIRE       APPROX. 5.4 KM 1274207.9 |
 OP0825| CO4091 WILLEMSSEN AZ MK 2                                 1441427.2 |
 OP0825| CO4094 WILLEMSSEN RM 3                      17.367 METERS 14551     |
 OP0825| OP0818 SHELDON ST PAT CATH CH E SPIRE      APPROX.18.4 KM 1822041.1 |
 OP0825| OP0819 SHELDON NW MUNICIPAL TANK           APPROX.18.3 KM 1822417.7 |
 OP0825| OQ0604 BOYDEN MUNICIPAL TANK               APPROX.21.5 KM 2173650.0 |
 OP0825| OQ0588 GEORGE MUNICIPAL TANK               APPROX.12.7 KM 2694904.6 |
 OP0825| OP0831 LITTLE ROCK MUNICIPAL TANK          APPROX.11.1 KM 3434424.8 |
 OP0825|---------------------------------------------------------------------|
 OP0825
 OP0825                          SUPERSEDED SURVEY CONTROL
 OP0825
 OP0825  NAD 83(1996)-  43 20 41.14095(N)    095 50 41.97279(W) AD(       ) 1
 OP0825  NAD 83(1996)-  43 20 41.13840(N)    095 50 41.96553(W) AD(       ) 1
 OP0825  NAD 83(1986)-  43 20 41.14019(N)    095 50 41.96185(W) AD(       ) 1
 OP0825  NAD 27      -  43 20 41.24700(N)    095 50 40.89000(W) AD(       ) 1
 OP0825
 OP0825.Superseded values are not recommended for survey control.
 OP0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0825.See file dsdata.txt to determine how the superseded data were derived.
 OP0825
 OP0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6940403032(NAD 83)
 OP0825_MARKER: DS = TRIANGULATION STATION DISK
 OP0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OP0825
 OP0825  HISTORY     - Date     Condition        Report By
 OP0825  HISTORY     - 1934     MONUMENTED       CGS
 OP0825  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OP0825
 OP0825                          STATION DESCRIPTION
 OP0825
 OP0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 OP0825'IN THE NORTHEAST QUARTER OF SEC. 6, T. 98 N., R. 42 W., ABOUT
 OP0825'2.5 MILES NORTH, AND 2.5 MILES WEST OF ASHTON, 3.5 MILES
 OP0825'SOUTH AND 4.5 MILES WEST OF SIBLEY, ON SOUTH SIDE OF ROAD,
 OP0825'IN BARNLOT ON FARM OF MR. WILLEMSSEN.  MARK IS 292 FEET SOUTH
 OP0825'OF CENTERLINE OF ROAD, 19 FEET EAST OF HOG SHED, 25 FEET
 OP0825'SOUTHWEST OF SOUTHWEST CORNER OF GRAIN BARN AND ABOUT 150
 OP0825'FEET SOUTHWEST OF SOUTHWEST CORNER OF THE WILLEMSSEN HOUSE.
 OP0825'
 OP0825'TO REACH FROM ASHTON POST OFFICE, GO WEST ON MAIN STREET
 OP0825'0.25 MILE, THENCE RIGHT (NORTH) 0.25 MILE, THENCE LEFT (WEST)
 OP0825'0.4 MILE, THENCE RIGHT (NORTH) 2.0 MILES, THENCE LEFT (WEST)
 OP0825'2.0 MILES TO CROSSROADS, CONTINUE WEST 0.2 MILE TO THE WILLEMSSEN
 OP0825'HOUSE AND STATION.
 OP0825'
 OP0825'REFERENCE MARK NO. 1 IS IN BARNLOT, 108 FEET SOUTH OF CENTERLINE
 OP0825'OF ROAD, 133 FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE,
 OP0825'24 FEET NORTHEAST OF NORTHEAST CORNER OF SHED AND 184.12 FEET
 OP0825'NORTH OF STATION.
 OP0825'
 OP0825'REFERENCE MARK NO. 2 IS IN BARNLOT, 41.5 FEET NORTH OF SOUTHEAST
 OP0825'CORNER OF BARNLOT, 105 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 OP0825'HOUSE AND 229.1 FEET EAST OF STATION.
 OP0825'
 OP0825'AZIMUTH MARK IS 0.9 MILE EAST OF STATION, ON NORTH SIDE
 OP0825'OF ROAD, 32 FEET NORTH OF CENTERLINE.  TO REACH FROM STATION,
 OP0825'GO NORTH INTO ROAD, THENCE EAST 0.9 MILE TO MARK ON LEFT SIDE.
 OP0825'
 OP0825'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 OP0825
 OP0825                          STATION RECOVERY (1971)
 OP0825
 OP0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OP0825'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND
 OP0825'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION
 OP0825'SURFACE DISK WAS LOWERED AT THE PROPERTY OWNERS REQUEST.
 OP0825'REFERENCE MARK 2 WAS BLOCKED AND WAS REMOVED AT THE REQUEST
 OP0825'OF THE PROPERTY OWNER.  THE AZIMUTH MARK WAS BLOCKED AND AN
 OP0825'AZIMUTH MARK NO 2 AND A NEW REFERENCE MARK 3 WERE ESTABLISHED
 OP0825'AT THIS TIME.  THE DIRECTION AND MEASUREMENT TO REFERENCE
 OP0825'MARK 1 CHECKED WITH THE 1934 DATA.  THE PROPERTY IS NOW
 OP0825'OWNED BY MR. WILLIAM HOUWEN, WHO LIVES AT THE FARM HOME.
 OP0825'BECAUSE OF CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 OP0825'
 OP0825'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH AND 2.5 MILES
 OP0825'WEST OF ASHTON, AND 3.5 MILES SOUTH AND 4.5 MILES WEST OF
 OP0825'SIBLEY, IN THE NORTHEAST 1/4 OF SECTION 6, T 98 N., R 42 W.
 OP0825'
 OP0825'TO REACH FROM THE POST OFFICE IN ASHTON, GO EAST ON THE PAVED
 OP0825'STREET FOR 0.2 MILES TO THE JUNCTION WITH STATE HIGHWAY 60.
 OP0825'TURN LEFT AND GO NORTH-NORTHEAST FOR 0.4 MILES TO A CROSSROAD.
 OP0825'TURN LEFT AND GO WEST ON OSCEOLA COUNTY ROUTE A-46 FOR 2.9
 OP0825'MILES TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTH ON
 OP0825'GRAVELED ROAD FOR 1.75 MILES TO THE AZIMUTH MARK NO 2 ON
 OP0825'LEFT.  CONTINUE NORTH ON GRAVELED ROAD FOR 0.25 MILE TO A
 OP0825'PAVED CROSSROAD.  TURN LEFT AND GO WEST ON PAVED ROAD FOR 0.2
 OP0825'MILE TO A FARM ENTRANCE ROAD ON LEFT.  TURN LEFT AND GO
 OP0825'SOUTH-SOUTHWEST FOR ABOUT 300 FEET TO STATION AS DESCRIBED.
 OP0825'
 OP0825'THE STATION SURFACE DISK IS A STANDARD DISK STAMPED WILLEMSSEN
 OP0825'1934 1971, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 OP0825'1 INCH UNDER THE GROUND SURFACE.  IT IS 56 FEET SOUTH-SOUTHEAST
 OP0825'OF THE SOUTHEAST CORNER OF THE BARN, 53 FEET SOUTH OF THE
 OP0825'CENTERLINE OF THE DRIVEWAY LEADING TO THE BARN, 29.4 FEET
 OP0825'SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL SHED, AND 27 FEET
 OP0825'WEST OF THE NORTHWEST CORNER OF A WOODEN SHED.  THE UNDERGROUND
 OP0825'DISK IS STAMPED WILLEMSSEN 1934, SET IN THE TOP OF AN
 OP0825'IRREGULAR MASS OF CONCRETE, 42 INCHES BELOW THE GROUND SURFACE.
 OP0825'
 OP0825'REFERENCE MARK 1, A STANDARD DISK STAMPED WILLEMSSEN NO 1
 OP0825'1934, IS SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 OP0825'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 OP0825'IT IS 63 FEET SOUTH OF A EAST-WEST WIRE FENCE, 23.5 FEET
 OP0825'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A WHITE CORN CRIB,
 OP0825'11.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CHICKEN HOUSE.
 OP0825'
 OP0825'REFERENCE MARK 3, A STANDARD DISK STAMPED WILLEMSSEN 1934
 OP0825'NO 3 1971, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 OP0825'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 21.7
 OP0825'FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE WOODEN
 OP0825'SHED, AND 1 FOOT NORTH OF A WIRE FENCE.
 OP0825'
 OP0825'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED WILLEMSSEN
 OP0825'AZI 1934, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 OP0825'WHICH PROJECTS 7 INCHES ABOVE THE GROUND SURFACE.  IT IS 29
 OP0825'FEET NORTH OF THE CENTER OF THE PAVED ROAD, 14 FEET SOUTHEAST
 OP0825'OF A T-FENCE CORNER, 11.5 FEET SOUTH OF A FENCE, AND IS ABOUT
 OP0825'1 FOOT HIGHER THAN THE PAVED ROAD.
 OP0825'
 OP0825'AZIMUTH MARK NO 2, A STANDARD DISK STAMPED WILLEMSSEN 1934
 OP0825'NO 2 1971, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 OP0825'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 32
 OP0825'FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 25 FEET
 OP0825'NORTH OF A TELEPHONE POLE, 2 FEET EAST OF A NORTH-SOUTH
 OP0825'WIRE FENCE, AND 2 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 OP0825'
 OP0825'TO REACH AZIMUTH MARK FROM DRIVEWAY AT STATION GO EAST ON
 OP0825'PAVED ROAD FOR 0.9 MILE TO TOP OF RISE AND THE AZIMUTH MARK
 OP0825'ON LEFT.  IT IS LOCATED ABOUT 0.1 MILE WEST OF THE DRIVEWAY
 OP0825'LEADING TO THE RESIDENCE OF MR. JACK SEIVERT.
 OP0825'
 OP0825'HEIGHT OF LIGHT ABOVE STATION MARK 16.0 FEET.
 OP0825'
 OP0825'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 OP0825'NW OF ASHTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1135 ***********************************************************************
 MJ1135  DESIGNATION -  WILLEY
 MJ1135  PID         -  MJ1135
 MJ1135  STATE/COUNTY-  IA/CARROLL
 MJ1135  USGS QUAD   -  DEDHAM (1971)
 MJ1135
 MJ1135                         *CURRENT SURVEY CONTROL
 MJ1135  ___________________________________________________________________
 MJ1135* NAD 83(1996)-  41 58 20.14270(N)    094 45 17.43197(W)     ADJUSTED  
 MJ1135* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 MJ1135  ___________________________________________________________________
 MJ1135  LAPLACE CORR-           8.68  (seconds)                    DEFLEC99
 MJ1135  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 MJ1135
 MJ1135  HORZ ORDER  -  FIRST
 MJ1135
 MJ1135.The horizontal coordinates were established by classical geodetic methods
 MJ1135.and adjusted by the National Geodetic Survey in May 1999..
 MJ1135
 MJ1135.The orthometric height was scaled from a topographic map.
 MJ1135
 MJ1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1135
 MJ1135.The geoid height was determined by GEOID03.
 MJ1135
 MJ1135;                    North         East     Units Scale Factor Converg.
 MJ1135;SPC IA N     - 1,053,229.338 1,395,992.126   MT  1.00001848   -0 51 01.7
 MJ1135;UTM  15      - 4,648,185.830   354,602.601   MT  0.99986014   -1 10 25.7
 MJ1135
 MJ1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1135!SPC IA N     -   0.99994102  x   1.00001848  =   0.99995950
 MJ1135!UTM  15      -   0.99994102  x   0.99986014  =   0.99980117
 MJ1135
 MJ1135:                Primary Azimuth Mark                     Grid Az
 MJ1135:SPC IA N     -  SCRANTON MUNICIPAL TANK                  073 13 59.1
 MJ1135:UTM  15      -  SCRANTON MUNICIPAL TANK                  073 33 23.1
 MJ1135
 MJ1135|---------------------------------------------------------------------|
 MJ1135| PID    Reference Object                     Distance      Geod. Az  |
 MJ1135|                                                           dddmmss.s |
 MJ1135| NL0827 SCRANTON MUNICIPAL TANK             APPROX.18.2 KM 0722257.4 |
 MJ1135| MJ1128 COON RAPIDS MUNICIPAL TANK          APPROX.12.5 KM 1483055.4 |
 MJ1135| CL8713 WILLEY RM 2                          15.691 METERS 18049     |
 MJ1135| MJ1134 DEDHAM MUNICIPAL TANK               APPROX. 9.3 KM 2161355.5 |
 MJ1135| MJ1145 TEMPLETON MUNICIPAL STANDPIPE       APPROX.16.6 KM 2490051.7 |
 MJ1135| MJ1146 TEMPLETON SACRED HEART CH           APPROX.16.9 KM 2491933.4 |
 MJ1135| MJ1133 WILLEY IMM CON CH SPIRE             APPROX. 5.6 KM 2764119.4 |
 MJ1135| NL0838 ROSELLE CH OF THE HOLY ANGEL        APPROX.13.8 KM 2830936.4 |
 MJ1135| CL8711 WILLEY AZ MK                                       2964659.0 |
 MJ1135| CL8712 WILLEY RM 1                          13.286 METERS 35934     |
 MJ1135|---------------------------------------------------------------------|
 MJ1135
 MJ1135                          SUPERSEDED SURVEY CONTROL
 MJ1135
 MJ1135  NAD 83(1986)-  41 58 20.13953(N)    094 45 17.43605(W) AD(       ) 1
 MJ1135  NAD 27      -  41 58 20.18900(N)    094 45 16.50100(W) AD(       ) 1
 MJ1135
 MJ1135.Superseded values are not recommended for survey control.
 MJ1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1135.See file dsdata.txt to determine how the superseded data were derived.
 MJ1135
 MJ1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG5460348186(NAD 83)
 MJ1135_MARKER: DS = TRIANGULATION STATION DISK
 MJ1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1135_STAMPING: WILLEY 1934
 MJ1135_MARK LOGO: CGS   
 MJ1135_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1135+STABILITY: SURFACE MOTION
 MJ1135
 MJ1135  HISTORY     - Date     Condition        Report By
 MJ1135  HISTORY     - 1934     MONUMENTED       CGS
 MJ1135  HISTORY     - 1968     GOOD             USGS
 MJ1135  HISTORY     - 19940711 GOOD             WOOLPT
 MJ1135
 MJ1135                          STATION DESCRIPTION
 MJ1135
 MJ1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1135'THIS STATION IS ABOUT 3-3/4 MILES E OF WILLEY, ON ONE OF THE
 MJ1135'SEVERAL HIGH POINTS OF A LARGE BARE-TOPPED HILL NEAR THE CENTER
 MJ1135'OF SECTION 25, T 83 N, R 34 W.  THE MARK IS IN THE PROPERTY LINE
 MJ1135'FENCE BETWEEN THE LAND OWNED BY MRS. MARGARET LANGENFELD TO THE
 MJ1135'E AND BY MR. H.L. SQUIRES TO THE W.  268 FEET N OF THE CENTER
 MJ1135'LINE OF AN E-W ROAD, AND PROJECTS 1 INCH.  THE STATION (CENTER)
 MJ1135'IS 3 INCHES E OF A LINE JOINING THE REFERENCE MARKS.
 MJ1135'
 MJ1135'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MJ1135'BRONZE DISKS SET IN CONCRETE.
 MJ1135'
 MJ1135'REFERENCE MARK NO. 1 IS N OF THE STATION.  IN THE PROPERTY LINE
 MJ1135'FENCE.  95.06 FEET N OF REFERENCE MARK NO. 2 AND PROJECTS 4
 MJ1135'INCHES.
 MJ1135'
 MJ1135'REFERENCE MARK NO. 2 IS S OF THE STATION, IN THE SAME FENCE, AND
 MJ1135'PROJECTS 4 INCHES.
 MJ1135'
 MJ1135'THE AZIMUTH MARK IS WNW OF THE STATION.  1/2 FOOT E OF THE E
 MJ1135'RIGHT-OF-WAY FENCE OF A N-S ROAD.  0.25 MILE N OF A T-INTERSECTION,
 MJ1135'250 YARDS SSW OF A LARGE RED BARN, AND PROJECTS 4 INCHES.
 MJ1135'
 MJ1135'TO REACH FROM WILLEY, GO E 3.25 MILES, TURN S, GO 0.75 MILE,
 MJ1135'TURN E AND GO 0.5 MILE TO THE PROPERTY LINE FENCE AND THE STATION
 MJ1135'268 FEET N.
 MJ1135'
 MJ1135'ALL LIGHTS COME INTO VIEW AT 30 FEET.
 MJ1135
 MJ1135                          STATION RECOVERY (1968)
 MJ1135
 MJ1135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MJ1135'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.  AZIMUTH MARK
 MJ1135'NOT SEARCHED FOR.
 MJ1135
 MJ1135                          STATION RECOVERY (1994)
 MJ1135
 MJ1135'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1994 (MJS)
 MJ1135'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1133 ***********************************************************************
 MJ1133  DESIGNATION -  WILLEY IMM CON CH SPIRE
 MJ1133  PID         -  MJ1133
 MJ1133  STATE/COUNTY-  IA/CARROLL
 MJ1133  USGS QUAD   -  DEDHAM (1971)
 MJ1133
 MJ1133                         *CURRENT SURVEY CONTROL
 MJ1133  ___________________________________________________________________
 MJ1133* NAD 83(1996)-  41 58 41.23907(N)    094 49 19.32646(W)     ADJUSTED  
 MJ1133* NAVD 88     -                                                        
 MJ1133  ___________________________________________________________________
 MJ1133  LAPLACE CORR-           8.59  (seconds)                    DEFLEC99
 MJ1133  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 MJ1133
 MJ1133  HORZ ORDER  -  THIRD
 MJ1133
 MJ1133.The horizontal coordinates were established by classical geodetic methods
 MJ1133.and adjusted by the National Geodetic Survey in May 1999..
 MJ1133
 MJ1133
 MJ1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1133
 MJ1133.The geoid height was determined by GEOID03.
 MJ1133
 MJ1133;                    North         East     Units Scale Factor Converg.
 MJ1133;SPC IA N     - 1,053,965.049 1,390,433.448   MT  1.00001725   -0 53 45.6
 MJ1133;UTM  15      - 4,648,952.762   349,048.980   MT  0.99988039   -1 13 08.0
 MJ1133
 MJ1133                          SUPERSEDED SURVEY CONTROL
 MJ1133
 MJ1133  NAD 83(1986)-  41 58 41.23641(N)    094 49 19.33141(W) AD(       ) 4
 MJ1133  NAD 27      -  41 58 41.28800(N)    094 49 18.38500(W) AD(       ) 3
 MJ1133
 MJ1133.Superseded values are not recommended for survey control.
 MJ1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1133.See file dsdata.txt to determine how the superseded data were derived.
 MJ1133
 MJ1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG4904948953(NAD 83)
 MJ1133_MARKER: 90 = CHURCH SPIRE
 MJ1133
 MJ1133  HISTORY     - Date     Condition        Report By
 MJ1133  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1133
 MJ1133                          STATION DESCRIPTION
 MJ1133
 MJ1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ1133'THIS STATION IS THE TALL, BLACK SPIRE ON THE CHURCH OF
 MJ1133'IMMACULATE CONCEPTION, IN THE VILLAGE OF WILLEY, IOWA.  THE
 MJ1133'CHURCH IS LOCATED IN THE CENTER OF THE VILLAGE ON THE E SIDE
 MJ1133'OF THE MAIN STREET.  IT WAS ERECTED IN 1910.
 MJ1133'
 MJ1133'THE SPIRE IS OVER THE MAIN ENTRANCE OF THE CHURCH AND ITS
 MJ1133'BASE IS A RED BRICK COLUMN ABOUT 70 FEET HIGH.  IN THE BOTTOM
 MJ1133'OF THE COLUMN IS THE MAIN ENTRANCE, OVER WHICH IS A STAINED
 MJ1133'GLASS GOTHIC WINDOW AND A STONE GABLE BEARING A GOLD CROSS.
 MJ1133'IN THE CENTER OF THE COLUMN THERE ARE THREE TALL, SLIM STAINED
 MJ1133'GLASS GOTHIC WINDOWS.  ABOVE THESE THERE IS A ROUND GLAZED
 MJ1133'WINDOW AND AT THE TOP OF THE COLUMN THERE IS A TALL LOUVERED
 MJ1133'GOTHIC WINDOW.  THERE IS A LARGE GABLE OVER THE LOUVERED
 MJ1133'WINDOW AND SMALL GABLES AS CAPS FOR THE OFFSET CORNER POSTS.
 MJ1133'FROM THIS COLUMN A TALL BLACK HEXAGONAL SPIRE RISES ABOUT
 MJ1133'40 FEET.  THERE IS A COLLAR ABOUT ONE-THIRD THE WAY UP THE
 MJ1133'SPIRE, WITH BLACK TRIANGLES SET ON EACH FACE OF THE SPIRE.
 MJ1133'THERE IS A BLACK PLATE AT THE APEX, ABOVE WHICH THERE IS
 MJ1133'A GOLD LATIN CROSS AND A FIGURINE REPRESENTING CHRIST ON
 MJ1133'THE CROSS.  THE TOTAL HEIGHT IS ABOUT 120 FEET.  THE
 MJ1133'CORNERSTONE IS IN THE NW CORNER OF THE BUILDING AND BEARS
 MJ1133'THE FOLLOWING INSCRIPTION ECCLESIA. CONCEPT. IMMACUL. B.M.
 MJ1133'VIRG. 1910.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0875 ***********************************************************************
 ON0875  DESIGNATION -  WILLIAM
 ON0875  PID         -  ON0875
 ON0875  STATE/COUNTY-  IA/ALLAMAKEE
 ON0875  USGS QUAD   -  POSTVILLE (1971)
 ON0875
 ON0875                         *CURRENT SURVEY CONTROL
 ON0875  ___________________________________________________________________
 ON0875* NAD 83(1996)-  43 06 46.40165(N)    091 30 21.96874(W)     ADJUSTED  
 ON0875* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 ON0875  ___________________________________________________________________
 ON0875  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 ON0875  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 ON0875
 ON0875  HORZ ORDER  -  SECOND
 ON0875
 ON0875.The horizontal coordinates were established by classical geodetic methods
 ON0875.and adjusted by the National Geodetic Survey in May 1999..
 ON0875
 ON0875.The orthometric height was scaled from a topographic map.
 ON0875
 ON0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0875
 ON0875.The geoid height was determined by GEOID03.
 ON0875
 ON0875;                    North         East     Units Scale Factor Converg.
 ON0875;SPC IA N     - 1,181,071.815 1,662,267.356   MT  0.99997552   +1 21 04.9
 ON0875;UTM  15      - 4,774,434.139   621,542.904   MT  0.99978173   +1 01 16.0
 ON0875
 ON0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0875!SPC IA N     -   0.99994993  x   0.99997552  =   0.99992545
 ON0875!UTM  15      -   0.99994993  x   0.99978173  =   0.99973167
 ON0875
 ON0875:                Primary Azimuth Mark                     Grid Az
 ON0875:SPC IA N     -  WAUKON ST PATRICKS CATH CH TWR           005 54 03.9
 ON0875:UTM  15      -  WAUKON ST PATRICKS CATH CH TWR           006 13 52.8
 ON0875
 ON0875|---------------------------------------------------------------------|
 ON0875| PID    Reference Object                     Distance      Geod. Az  |
 ON0875|                                                           dddmmss.s |
 ON0875| ON0849 WAUKON ST PATRICKS CATH CH TWR      APPROX.17.4 KM 0071508.8 |
 ON0875| ON0845 WEST PAINT CREEK LUTH CH SPIRE      APPROX.20.3 KM 0355658.4 |
 ON0875| ON0844 VESTRE PAINT CREEK CH SPIRE         APPROX.19.7 KM 0370159.5 |
 ON0875| ON0843 PAINT CREEK LUTHERAN CH SPIRE       APPROX.25.5 KM 0483657.0 |
 ON0875| CI6555 WILLIAM RM 1                         19.282 METERS 10055     |
 ON0875| ON0834 MONONA WATER TANK                   APPROX.11.5 KM 1244915.7 |
 ON0875| ON0835 MONONA ST PATRICKS CH SPIRE         APPROX.12.1 KM 1254445.9 |
 ON0875| CI6554 WILLIAM AZ MK                                      1744313.9 |
 ON0875| ON0874 POSTVILLE ST PAUL LUTH CH           APPROX. 6.1 KM 2360952.5 |
 ON0875| ON0877 POSTVILLE MUNICIPAL TANK            APPROX. 5.9 KM 2414813.2 |
 ON0875| CI6556 WILLIAM RM 2                         18.214 METERS 28056     |
 ON0875|---------------------------------------------------------------------|
 ON0875
 ON0875                          SUPERSEDED SURVEY CONTROL
 ON0875
 ON0875  NAD 83(1996)-  43 06 46.40159(N)    091 30 21.96865(W) AD(       ) 2
 ON0875  NAD 83(1986)-  43 06 46.39298(N)    091 30 21.96834(W) AD(       ) 2
 ON0875  NAD 27      -  43 06 46.46230(N)    091 30 21.45720(W) AD(       ) 2
 ON0875
 ON0875.Superseded values are not recommended for survey control.
 ON0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0875.See file dsdata.txt to determine how the superseded data were derived.
 ON0875
 ON0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH2154374434(NAD 83)
 ON0875_MARKER: DS = TRIANGULATION STATION DISK
 ON0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0875
 ON0875  HISTORY     - Date     Condition        Report By
 ON0875  HISTORY     - 1961     MONUMENTED       CGS
 ON0875
 ON0875                          STATION DESCRIPTION
 ON0875
 ON0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0875'THE STATION IS ABOUT 4-1/4 MILES NORTHWEST OF LUANA, ABOUT
 ON0875'3-3/4 MILES NORTHEAST OF POSTVILLE, IN THE SOUTHEAST 1/4
 ON0875'OF SEC. 24, T. 96 N., R. 6 W., AND ON THE ROAD RIGHT-OF-WAY.
 ON0875'IT IS 59 FEET NORTHWEST OF THE INTERSECTION OF A T-ROAD, 39
 ON0875'FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 2 FEET SOUTH
 ON0875'OF A WIRE FENCE AND 2 FEET SOUTHEAST OF A WITNESS POST.  THE
 ON0875'MONUMENT IS FLUSH AND THE DISK IS STAMPED WILLIAM 1961.
 ON0875'
 ON0875'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 18 AND 52 AND
 ON0875'STATE HIGHWAY 51 IN POSTVILLE, GO SOUTH ON HIGHWAY 52 AND
 ON0875'18 FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH AND
 ON0875'SOUTHEAST ON HIGHWAY 52 AND 18 FOR 0.35 MILE TO A SIDE ROAD
 ON0875'LEFT.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 2.2 MILES
 ON0875'TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED
 ON0875'ROAD FOR 2.65 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 ON0875'SOUTHEAST ON A GRAVELED ROAD FOR 0.8 MILE TO A SIDE ROAD RIGHT
 ON0875'AND THE STATION ON THE LEFT.
 ON0875'
 ON0875'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 ON0875'GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 ON0875'
 ON0875'REFERENCE MARK 1 IS 95 FEET WEST OF A POWER POLE WITH A GUY
 ON0875'WIRE, 34 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD
 ON0875'AND 1 FOOT SOUTHWEST OF A FENCE CORNER.  THE MONUMENT IS
 ON0875'FLUSH AND THE DISK IS STAMPED WILLIAM NO 1 1961.
 ON0875'
 ON0875'REFERENCE MARK 2 IS 35 FEET NORTH OF THE CENTERLINE OF THE
 ON0875'GRAVELED ROAD, 5 FEET SOUTHEAST OF A FENCE CORNER AND 4 FEET
 ON0875'SOUTH OF THE WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 ON0875'IS STAMPED WILLIAM NO 2 1961.
 ON0875'
 ON0875'THE AZIMUTH MARK IS 26 FEET EAST OF THE CENTERLINE OF A GRAVELED
 ON0875'ROAD, 18 FEET NORTH OF A TELEPHONE POLE, 1 FOOT WEST OF A
 ON0875'WIRE FENCE AND 1 FOOT NORTH OF A WITNESS POST.  THE MONUMENT
 ON0875'PROJECTS 4 INCHES AND THE DISK IS STAMPED WILLIAM 1961.
 ON0875'
 ON0875'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0509 ***********************************************************************
 NK0509  DESIGNATION -  WILLIAMS ET
 NK0509  PID         -  NK0509
 NK0509  STATE/COUNTY-  IA/CHICKASAW
 NK0509  USGS QUAD   -  FREDERIKA (1971)
 NK0509
 NK0509                         *CURRENT SURVEY CONTROL
 NK0509  ___________________________________________________________________
 NK0509* NAD 83(1996)-  42 59 01.71349(N)    092 19 03.81716(W)     ADJUSTED  
 NK0509* NAVD 88     -       340.0    (meters)    1115.     (feet)  VERTCON   
 NK0509  ___________________________________________________________________
 NK0509  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 NK0509  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 NK0509
 NK0509  HORZ ORDER  -  SECOND
 NK0509
 NK0509.The horizontal coordinates were established by classical geodetic methods
 NK0509.and adjusted by the National Geodetic Survey in May 1999..
 NK0509
 NK0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0509
 NK0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0509
 NK0509.The geoid height was determined by GEOID03.
 NK0509
 NK0509;                    North         East     Units Scale Factor Converg.
 NK0509;SPC IA N     - 1,165,492.871 1,596,422.048   MT  0.99996056   +0 48 04.6
 NK0509;UTM  15      - 4,759,242.659   555,625.643   MT  0.99963806   +0 27 54.6
 NK0509
 NK0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0509!SPC IA N     -   0.99995153  x   0.99996056  =   0.99991209
 NK0509!UTM  15      -   0.99995153  x   0.99963806  =   0.99958961
 NK0509
 NK0509|---------------------------------------------------------------------|
 NK0509| PID    Reference Object                     Distance      Geod. Az  |
 NK0509|                                                           dddmmss.s |
 NK0509| CI6558 WILLIAMS RM 1                        16.819 METERS 00018     |
 NK0509| CI6559 WILLIAMS RM 2                        13.677 METERS 17843     |
 NK0509| CI6557 WILLIAMS AZ MK                                     3592618.2 |
 NK0509|---------------------------------------------------------------------|
 NK0509
 NK0509                          SUPERSEDED SURVEY CONTROL
 NK0509
 NK0509  NAD 83(1996)-  42 59 01.71348(N)    092 19 03.81716(W) AD(       ) 2
 NK0509  NAD 83(1986)-  42 59 01.70592(N)    092 19 03.81292(W) AD(       ) 2
 NK0509  NAD 27      -  42 59 01.79211(N)    092 19 03.17491(W) AD(       ) 2
 NK0509  NGVD 29 (07/19/86)  340.0    (m)         1115.     (f) VERT ANG       
 NK0509
 NK0509.Superseded values are not recommended for survey control.
 NK0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0509.See file dsdata.txt to determine how the superseded data were derived.
 NK0509
 NK0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH5562659243(NAD 83)
 NK0509_MARKER: DD = SURVEY DISK
 NK0509_SETTING: 0 = UNSPECIFIED SETTING
 NK0509
 NK0509  HISTORY     - Date     Condition        Report By
 NK0509  HISTORY     - 1969     MONUMENTED       USGS
 NK0509
 NK0509                          STATION DESCRIPTION
 NK0509
 NK0509'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JEK)
 NK0509'THE STATION IS ABOUT 6.3 MI S. OF NEW HAMPTON, ABOUT 0.25 MI
 NK0509'N. OF THE COR. OF SECS. 1,6, 7 AND 12.  T. 94 N., RS. 12 AND 13
 NK0509'W., ALONG U.S. HWYS. 63 AND 18 ON A SMALL RISE.
 NK0509'
 NK0509'TO REACH THE STATION FROM THE JCT. OF U.S. HWYS. 18 AND 63
 NK0509'IN NEW HAMPTON, GO S. ON U.S. HWYS. 18 AND 63 FOR 5.0 MI TO A
 NK0509'CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE S. FOR
 NK0509'ABOUT 0.75 MI TO THE TOP OF A SMALL RISE, A FIELD ENTRANCE E.
 NK0509'AND THE STATION ON THE LEFT.
 NK0509'
 NK0509'THE STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NK0509'COATED RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NK0509'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET WILLIAMS
 NK0509'1969 IS 9 FT S. AND 31 FT E. CENTER HWY. AT FIELD ENTRANCE E.,
 NK0509'2.5 FT W. OF E. RIGHT-OF-WAY FENCE, 2.5 FT W. OF USGS WITNESS
 NK0509'POST.  THE MARK IS FLUSH WITH THE GROUND.
 NK0509'
 NK0509'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NK0509'COPPER COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NK0509'AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED WILLIAMS
 NK0509'NO 1 1969 IS N. OF THE STATION, 46 FT N. AND 30.5 FT E. CENTER
 NK0509'HWY. AT FIELD ENTRANCE E., 2 FT W. OF E. RIGHT-OF-WAY
 NK0509'FENCE.  THE MARK IS FLUSH WITH THE GROUND.
 NK0509'
 NK0509'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NK0509'COPPER COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NK0509'AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED WILLIAMS
 NK0509'NO 2 1969 IS S. OF THE STATION, 54 FT S. AND 32 FT E.
 NK0509'CENTER HWY. AT FIELD ENTRANCE E., 1 FT W. OF E. RIGHT-OF-WAY
 NK0509'FENCE.  THE MARK IS FLUSH WITH THE GROUND.
 NK0509'
 NK0509'AZIMUTH MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NK0509'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NK0509'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED WILLIAMS
 NK0509'1969 IS ABOUT 0.75 MI N. OF THE STATION, 100 FT N. AND 32 FT W.
 NK0509'CENTER CROSSROADS, 2 FT S. OF A TELEPHONE POLE.  THE MARK
 NK0509'IS FLUSH WITH THE GROUND.
 NK0509'
 NK0509'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1297 ***********************************************************************
 MJ1297  DESIGNATION -  WILLOW
 MJ1297  PID         -  MJ1297
 MJ1297  STATE/COUNTY-  IA/MONONA
 MJ1297  USGS QUAD   -  DUNLAP NW (1971)
 MJ1297
 MJ1297                         *CURRENT SURVEY CONTROL
 MJ1297  ___________________________________________________________________
 MJ1297* NAD 83(1996)-  41 56 08.16791(N)    095 43 15.48178(W)     ADJUSTED  
 MJ1297* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 MJ1297  ___________________________________________________________________
 MJ1297  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 MJ1297  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 MJ1297
 MJ1297  HORZ ORDER  -  SECOND
 MJ1297
 MJ1297.The horizontal coordinates were established by classical geodetic methods
 MJ1297.and adjusted by the National Geodetic Survey in May 1999..
 MJ1297
 MJ1297.The orthometric height was scaled from a topographic map.
 MJ1297
 MJ1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1297
 MJ1297.The geoid height was determined by GEOID03.
 MJ1297
 MJ1297;                    North         East     Units Scale Factor Converg.
 MJ1297;SPC IA N     - 1,050,804.901 1,315,822.098   MT  1.00002637   -1 30 18.9
 MJ1297;SPC IA S     -   217,307.324   315,820.147   MT  1.00003059   -1 27 46.6
 MJ1297;UTM  15      - 4,646,207.324   274,419.709   MT  1.00022621   -1 49 09.0
 MJ1297
 MJ1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1297!SPC IA N     -   0.99993638  x   1.00002637  =   0.99996275
 MJ1297!SPC IA S     -   0.99993638  x   1.00003059  =   0.99996697
 MJ1297!UTM  15      -   0.99993638  x   1.00022621  =   1.00016257
 MJ1297
 MJ1297:                Primary Azimuth Mark                     Grid Az
 MJ1297:SPC IA N     -  WILLOW AZ MK                             005 21 16.6
 MJ1297:SPC IA S     -  WILLOW AZ MK                             005 18 44.3
 MJ1297:UTM  15      -  WILLOW AZ MK                             005 40 06.7
 MJ1297
 MJ1297|---------------------------------------------------------------------|
 MJ1297| PID    Reference Object                     Distance      Geod. Az  |
 MJ1297|                                                           dddmmss.s |
 MJ1297| CL8717 WILLOW AZ MK                                       0035057.7 |
 MJ1297| CL8718 WILLOW RM 1                          26.424 METERS 04534     |
 MJ1297| CL8719 WILLOW RM 2                          25.899 METERS 31601     |
 MJ1297|---------------------------------------------------------------------|
 MJ1297
 MJ1297                          SUPERSEDED SURVEY CONTROL
 MJ1297
 MJ1297  NAD 83(1996)-  41 56 08.16828(N)    095 43 15.48319(W) AD(       ) 2
 MJ1297  NAD 83(1986)-  41 56 08.16973(N)    095 43 15.48357(W) AD(       ) 2
 MJ1297  NAD 27      -  41 56 08.21000(N)    095 43 14.46000(W) AD(       ) 2
 MJ1297
 MJ1297.Superseded values are not recommended for survey control.
 MJ1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1297.See file dsdata.txt to determine how the superseded data were derived.
 MJ1297
 MJ1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG7442046207(NAD 83)
 MJ1297_MARKER: DS = TRIANGULATION STATION DISK
 MJ1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1297
 MJ1297  HISTORY     - Date     Condition        Report By
 MJ1297  HISTORY     - 1950     MONUMENTED       CGS
 MJ1297
 MJ1297                          STATION DESCRIPTION
 MJ1297
 MJ1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ1297'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF SOLDIER IN THE
 MJ1297'NORTH EDGE OF CULTIVATED FIELD.  STATION IS 30 FEET SOUTH
 MJ1297'OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, 5 FEET WEST
 MJ1297'SOUTHWEST OF WITNESS POST AND 1 FOOT SOUTH OF THE RIGHT OF WAY
 MJ1297'FENCELINE.  THE MARK IS ABOUT 2 INCHES BELOW THE SURFACE AND
 MJ1297'THE DISK IS STAMPED WILLOW 1950.
 MJ1297'
 MJ1297'REFERENCE MARK NO. 1 IS 43 FEET WEST OF FENCE CORNER, 27
 MJ1297'FEET NORTH OF THE APPROXIMATE CENTERLINE OF ROAD AND 1 FOOT
 MJ1297'SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MJ1297'IS STAMPED WILLOW NO 1 1950.
 MJ1297'
 MJ1297'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE APPROXIMATE
 MJ1297'CENTERLINE OF ROAD AND 0.5 FOOT SOUTH OF FENCE.  THE MARK
 MJ1297'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED WILLOW NO
 MJ1297'2 1950.
 MJ1297'
 MJ1297'AZIMUTH MARK IS 20 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 MJ1297'ROAD, 2 FEET SOUTH OF WITNESS POST AND IN FENCELINE.  THE MARK
 MJ1297'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED WILLOW 1950.
 MJ1297'
 MJ1297'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 183 IN
 MJ1297'THE SOUTHEAST EDGE OF SOLDIER GO EAST AND SOUTHEAST ON STATE
 MJ1297'HIGHWAY 37 FOR 5.0 MILES TO CROSSROADS.  TURN LEFT AND GO NORTH
 MJ1297'FOR 0.25 MILE TO FORK.  TAKE LEFT FORK FOR 0.05 MILE TO STATION
 MJ1297'ON LEFT OR SOUTH SIDE OF ROAD AS DESCRIBED.  TO REACH AZIMUTH
 MJ1297'MARK FROM INTERSECTION JUST EAST OF STATION GO NORTH ON DIRT
 MJ1297'ROAD FOR 0.25 MILE TO AZIMUTH ON LEFT OR WEST SIDE OF ROAD
 MJ1297'AS DESCRIBED.
 MJ1297'
 MJ1297'A 100 FOOT SIGNAL AT STATION HARRIS IS V.G.
 MJ1297'
 MJ1297'A 4 FOOT SIGNAL AT STATION MOORHEAD IS V.G.
 MJ1297'
 MJ1297'A 4 FOOT SIGNAL AT STATION SOLDIER IS V.G.
 MJ1297'
 MJ1297'A 74 FOOT SIGNAL AT STATION UTE IS V.G.
 MJ1297'
 MJ1297'A 74 FOOT SIGNAL AT STATION CHARTER IS V.G.
 MJ1297'
 MJ1297'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0772 ***********************************************************************
 MG0772  DESIGNATION -  WILTON JCT LT AND PWR RAD MST
 MG0772  PID         -  MG0772
 MG0772  STATE/COUNTY-  IA/MUSCATINE
 MG0772  USGS QUAD   -  WILTON (1991)
 MG0772
 MG0772                         *CURRENT SURVEY CONTROL
 MG0772  ___________________________________________________________________
 MG0772* NAD 83(1996)-  41 35 22.47825(N)    091 00 32.67933(W)     ADJUSTED  
 MG0772* NAVD 88     -                                                        
 MG0772  ___________________________________________________________________
 MG0772  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 MG0772  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 MG0772
 MG0772  HORZ ORDER  -  THIRD
 MG0772
 MG0772.The horizontal coordinates were established by classical geodetic methods
 MG0772.and adjusted by the National Geodetic Survey in May 1999..
 MG0772
 MG0772
 MG0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0772
 MG0772.The geoid height was determined by GEOID03.
 MG0772
 MG0772;                    North         East     Units Scale Factor Converg.
 MG0772;SPC IA S     -   179,496.974   707,661.287   MT  0.99997134   +1 38 26.8
 MG0772;UTM  15      - 4,606,123.281   665,942.749   MT  0.99993888   +1 19 18.7
 MG0772
 MG0772                          SUPERSEDED SURVEY CONTROL
 MG0772
 MG0772  NAD 83(1986)-  41 35 22.47824(N)    091 00 32.68891(W) AD(       ) 4
 MG0772  NAD 27      -  41 35 22.38030(N)    091 00 32.14580(W) AD(       ) 3
 MG0772
 MG0772.Superseded values are not recommended for survey control.
 MG0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0772.See file dsdata.txt to determine how the superseded data were derived.
 MG0772
 MG0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG6594306123(NAD 83)
 MG0772
 MG0772  HISTORY     - Date     Condition        Report By
 MG0772  HISTORY     - 1969     MONUMENTED       CGS
 MG0772  HISTORY     - 19960604 GOOD             USPSQD
 MG0772  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0772
 MG0772                          STATION DESCRIPTION
 MG0772
 MG0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0772'THE STATION IS THE RED LIGHT ATOP THE WILTON JUNCTION, EASTERN
 MG0772'IOWA LIGHT AND POWER CO-OPERATIVE, RADIO MAST THAT IS LOCATED
 MG0772'AT THE CORNER OF SPRUCE ST. AND E. FIFTH ST. AT THE EAST EDGE
 MG0772'OF WILTON JUNCTION.  THE MAST IS A FOUR LEGGED STRUCTURE, PAINTED
 MG0772'IN ALTERNATE BANDS OF RED AND WHITE AND IS 206 FEET IN HEIGHT.
 MG0772
 MG0772                          STATION RECOVERY (1996)
 MG0772
 MG0772'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0772'RECOVERED IN GOOD CONDITION.
 MG0772
 MG0772                          STATION RECOVERY (1998)
 MG0772
 MG0772'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0771 ***********************************************************************
 MG0771  DESIGNATION -  WILTON MUNICIPAL TANK
 MG0771  PID         -  MG0771
 MG0771  STATE/COUNTY-  IA/MUSCATINE
 MG0771  USGS QUAD   -  WILTON (1991)
 MG0771
 MG0771                         *CURRENT SURVEY CONTROL
 MG0771  ___________________________________________________________________
 MG0771* NAD 83(1996)-  41 35 34.21010(N)    091 00 58.57687(W)     ADJUSTED  
 MG0771* NAVD 88     -                                                        
 MG0771  ___________________________________________________________________
 MG0771  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 MG0771  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 MG0771
 MG0771  HORZ ORDER  -  THIRD
 MG0771
 MG0771.The horizontal coordinates were established by classical geodetic methods
 MG0771.and adjusted by the National Geodetic Survey in May 1999..
 MG0771
 MG0771
 MG0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0771
 MG0771.The geoid height was determined by GEOID03.
 MG0771
 MG0771;                    North         East     Units Scale Factor Converg.
 MG0771;SPC IA S     -   179,841.612   707,051.393   MT  0.99997173   +1 38 09.7
 MG0771;UTM  15      - 4,606,471.296   665,334.803   MT  0.99993640   +1 19 01.8
 MG0771
 MG0771                          SUPERSEDED SURVEY CONTROL
 MG0771
 MG0771  NAD 83(1986)-  41 35 34.21010(N)    091 00 58.58631(W) AD(       ) 4
 MG0771  NAD 27      -  41 35 34.11400(N)    091 00 58.04100(W) AD(       ) 3
 MG0771
 MG0771.Superseded values are not recommended for survey control.
 MG0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0771.See file dsdata.txt to determine how the superseded data were derived.
 MG0771
 MG0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG6533506471(NAD 83)
 MG0771_MARKER: 51 = TANK
 MG0771
 MG0771  HISTORY     - Date     Condition        Report By
 MG0771  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0771  HISTORY     - 19960604 GOOD             USPSQD
 MG0771  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0771
 MG0771                          STATION DESCRIPTION
 MG0771
 MG0771'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0835 ***********************************************************************
 NJ0835  DESIGNATION -  WINDSOR
 NJ0835  PID         -  NJ0835
 NJ0835  STATE/COUNTY-  IA/FAYETTE
 NJ0835  USGS QUAD   -  WEST UNION (1981)
 NJ0835
 NJ0835                         *CURRENT SURVEY CONTROL
 NJ0835  ___________________________________________________________________
 NJ0835* NAD 83(1996)-  42 57 42.04493(N)    091 52 28.90582(W)     ADJUSTED  
 NJ0835* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 NJ0835  ___________________________________________________________________
 NJ0835  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 NJ0835  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 NJ0835
 NJ0835  HORZ ORDER  -  SECOND
 NJ0835
 NJ0835.The horizontal coordinates were established by classical geodetic methods
 NJ0835.and adjusted by the National Geodetic Survey in May 1999..
 NJ0835
 NJ0835.The orthometric height was scaled from a topographic map.
 NJ0835
 NJ0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0835
 NJ0835.The geoid height was determined by GEOID03.
 NJ0835
 NJ0835;                    North         East     Units Scale Factor Converg.
 NJ0835;SPC IA N     - 1,163,634.909 1,632,597.515   MT  0.99995851   +1 06 05.5
 NJ0835;UTM  15      - 4,757,173.618   591,779.079   MT  0.99970362   +0 46 01.0
 NJ0835
 NJ0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0835!SPC IA N     -   0.99994912  x   0.99995851  =   0.99990763
 NJ0835!UTM  15      -   0.99994912  x   0.99970362  =   0.99965275
 NJ0835
 NJ0835:                Primary Azimuth Mark                     Grid Az
 NJ0835:SPC IA N     -  WINDSOR AZ MK                            001 29 02.9
 NJ0835:UTM  15      -  WINDSOR AZ MK                            001 49 07.4
 NJ0835
 NJ0835|---------------------------------------------------------------------|
 NJ0835| PID    Reference Object                     Distance      Geod. Az  |
 NJ0835|                                                           dddmmss.s |
 NJ0835| CI6567 WINDSOR AZ MK                                      0023508.4 |
 NJ0835| NJ0831 WEST UNION FIRST BAP CH SPIRE       APPROX. 5.4 KM 0883516.0 |
 NJ0835| NJ0837 WEST UNION HOLY NAME CATH CH        APPROX. 5.6 KM 0890519.9 |
 NJ0835| NJ0836 WEST UNION MUNICIPAL TANK           APPROX. 5.6 KM 0905301.8 |
 NJ0835| CI6568 WINDSOR RM 1                         31.543 METERS 10219     |
 NJ0835| CI6569 WINDSOR RM 2                         27.271 METERS 15548     |
 NJ0835| NJ0847 HAWKEYE MUNICIPAL TANK              APPROX. 6.8 KM 2471041.7 |
 NJ0835|---------------------------------------------------------------------|
 NJ0835
 NJ0835                          SUPERSEDED SURVEY CONTROL
 NJ0835
 NJ0835  NAD 83(1996)-  42 57 42.04477(N)    091 52 28.90559(W) AD(       ) 2
 NJ0835  NAD 83(1986)-  42 57 42.03618(N)    091 52 28.90527(W) AD(       ) 2
 NJ0835  NAD 27      -  42 57 42.11420(N)    091 52 28.30680(W) AD(       ) 2
 NJ0835
 NJ0835.Superseded values are not recommended for survey control.
 NJ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0835.See file dsdata.txt to determine how the superseded data were derived.
 NJ0835
 NJ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9177957174(NAD 83)
 NJ0835_MARKER: DS = TRIANGULATION STATION DISK
 NJ0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0835
 NJ0835  HISTORY     - Date     Condition        Report By
 NJ0835  HISTORY     - 1961     MONUMENTED       CGS
 NJ0835
 NJ0835                          STATION DESCRIPTION
 NJ0835
 NJ0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0835'THE STATION IS ABOUT 4 MILES WEST OF WEST UNION, 4 MILES
 NJ0835'NORTHEAST OF HAWKEYE, IN THE NW 1/4 OF SEC. 14, T-94-N, R-9-W,
 NJ0835'AND ON THE PROPERTY OF MR. ROBERT G. SCOTT.  IT IS 79 FEET
 NJ0835'NORTHWEST OF THE INTERSECTION OF A GRAVELED ROAD AND FIELD
 NJ0835'CROSSROAD, 70 FEET WEST OF THE CENTERLINE OF THE ROAD AND 38
 NJ0835'FEET WEST OF A FENCE.  THE MONUMENT IS UNDERGROUND 18 INCHES
 NJ0835'AND THE DISK IS STAMPED WINDSOR 1961.
 NJ0835'
 NJ0835'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18
 NJ0835'AND STATE HIGHWAY 150 AT THE WEST EDGE OF WEST UNION, GO
 NJ0835'WEST ON HIGHWAY 18 FOR 3.0 MILES TO A GRAVELED CROSSROAD.
 NJ0835'*TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO
 NJ0835'THE STATION ON THE RIGHT.
 NJ0835'
 NJ0835'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND
 NJ0835'GO NORTH ON THE GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH
 NJ0835'MARK ON THE RIGHT.
 NJ0835'
 NJ0835'REFERENCE MARK 1 IS 32 FEET NORTHEAST OF THE INTERSECTION,
 NJ0835'30 FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF
 NJ0835'A FENCE AND 1 FOOT NORTHWEST OF A WITNESS POST.  THE MONUMENT
 NJ0835'PROJECTS 2 INCHES AND THE DISK IS STAMPED WINDSOR NO 1 1961.
 NJ0835'
 NJ0835'REFERENCE MARK 2 IS 89 FEET SOUTHWEST OF THE WITNESS POST,
 NJ0835'27 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1 FOOT EAST OF A
 NJ0835'FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 NJ0835'WINDSOR NO 2 1961.
 NJ0835'
 NJ0835'THE AZIMUTH MARK IS 35 FEET SOUTHEAST OF THE INTERSECTION
 NJ0835'OF THE GRAVELED ROAD AND A FIELD ROAD EAST, 32 FEET EAST OF THE
 NJ0835'CENTERLINE OF THE ROAD, 23 FEET SOUTH OF A POWER POLE, 2 FEET
 NJ0835'NORTHWEST OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE
 NJ0835'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED WINDSOR 1961.
 NJ0835'
 NJ0835'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1674 ***********************************************************************
 NM1674  DESIGNATION -  WINGERT
 NM1674  PID         -  NM1674
 NM1674  STATE/COUNTY-  IA/WOODBURY
 NM1674  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM1674
 NM1674                         *CURRENT SURVEY CONTROL
 NM1674  ___________________________________________________________________
 NM1674* NAD 83(1996)-  42 29 55.79355(N)    096 18 41.74643(W)     ADJUSTED  
 NM1674* NAVD 88     -       435.8    (meters)    1430.     (feet)  VERTCON   
 NM1674  ___________________________________________________________________
 NM1674  X           -    -517,801.211 (meters)                     COMP
 NM1674  Y           -  -4,681,497.550 (meters)                     COMP
 NM1674  Z           -   4,286,896.019 (meters)                     COMP
 NM1674  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 NM1674  ELLIP HEIGHT-         410.00  (meters)          (05/06/99) GPS OBS
 NM1674  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 NM1674
 NM1674  HORZ ORDER  -  FIRST
 NM1674  ELLP ORDER  -  FOURTH    CLASS I
 NM1674
 NM1674.The horizontal coordinates were established by classical geodetic methods
 NM1674.and adjusted by the National Geodetic Survey in May 1999..
 NM1674
 NM1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1674
 NM1674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1674
 NM1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1674
 NM1674.The ellipsoidal height was determined by GPS observations
 NM1674.and is referenced to NAD 83.
 NM1674
 NM1674.The geoid height was determined by GEOID03.
 NM1674
 NM1674;                    North         East     Units Scale Factor Converg.
 NM1674;SPC IA N     - 1,114,788.967 1,268,939.494   MT  0.99994969   -1 54 20.0
 NM1674;SPC NE       -   302,418.139   803,038.927   MT  0.99980895   +2 26 39.5
 NM1674;UTM  14      - 4,708,665.952   720,907.056   MT  1.00020045   +1 49 01.0
 NM1674
 NM1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1674!SPC IA N     -   0.99993570  x   0.99994969  =   0.99988540
 NM1674!SPC NE       -   0.99993570  x   0.99980895  =   0.99974467
 NM1674!UTM  14      -   0.99993570  x   1.00020045  =   1.00013614
 NM1674
 NM1674|---------------------------------------------------------------------|
 NM1674| PID    Reference Object                     Distance      Geod. Az  |
 NM1674|                                                           dddmmss.s |
 NM1674| CO4116 WINGERT RM 2                         24.534 METERS 00947     |
 NM1674| CO4115 WINGERT RM 1                         41.922 METERS 17439     |
 NM1674| CO4119 WINGERT RM 5                         10.360 METERS 18128     |
 NM1674| NM1672 SIOUX CITY MORNINGSIDE HS STK       APPROX. 4.6 KM 2342718.9 |
 NM1674| NM1670 SIOUX CITY MORNINGSIDE MUN TK       APPROX. 5.3 KM 2471055.7 |
 NM1674| NM1691 SIOUX CITY ARMOUR PACK CO STK       APPROX. 6.1 KM 2511350.0 |
 NM1674| CO4113 WINGERT AZ MK                                      2543448.4 |
 NM1674| CO4114 WINGERT AZ MK 2                                    2543812.3 |
 NM1674| NM1690 SIOUX CITY CUDAHY PACK CO STK       APPROX. 6.0 KM 2551046.6 |
 NM1674| NM1688 SIOUX CITY G E CO GAS PLT STK       APPROX. 7.0 KM 2623030.8 |
 NM1674| NM1698 SIOUX CITY G E CO ELEC PLT STK      APPROX. 8.0 KM 2644808.9 |
 NM1674| NM1687 SIOUX CITY SWEDISH LUTH CH          APPROX. 7.0 KM 2675849.0 |
 NM1674| NM1636 SIOUX CITY ST BONIFACE CATH CH      APPROX. 8.8 KM 2713109.6 |
 NM1674| NM1641 SIOUX CITY CEN HS TOP OF CUP        APPROX. 7.5 KM 2734810.7 |
 NM1674| CO4117 WINGERT RM 3                          7.070 METERS 28031     |
 NM1674| NM1647 SIOUX CITY N JR HIGH SCH STACK      APPROX. 7.9 KM 2843957.9 |
 NM1674| CO4118 WINGERT RM 4                          8.760 METERS 35811     |
 NM1674|---------------------------------------------------------------------|
 NM1674
 NM1674                          SUPERSEDED SURVEY CONTROL
 NM1674
 NM1674  NAD 83(1996)-  42 29 55.79356(N)    096 18 41.74643(W) AD(       ) 1
 NM1674  NAD 83(1996)-  42 29 55.79356(N)    096 18 41.74656(W) AD(       ) 1
 NM1674  NAD 83(1996)-  42 29 55.79354(N)    096 18 41.74780(W) AD(       ) 1
 NM1674  NAD 83(1986)-  42 29 55.79598(N)    096 18 41.74752(W) AD(       ) 1
 NM1674  NAD 27      -  42 29 55.81800(N)    096 18 40.64700(W) AD(       ) 1
 NM1674  NGVD 29 (02/09/93)  435.6    (m)         1429.     (f) GPS OBS        
 NM1674
 NM1674.Superseded values are not recommended for survey control.
 NM1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1674.See file dsdata.txt to determine how the superseded data were derived.
 NM1674
 NM1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN2090708666(NAD 83)
 NM1674_MARKER: DS = TRIANGULATION STATION DISK
 NM1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1674_SP_SET: CONCRETE POST
 NM1674_STAMPING: WINGERT 1934
 NM1674_MARK LOGO: CGS   
 NM1674_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NM1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1674+STABILITY: SURFACE MOTION
 NM1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1674+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 NM1674
 NM1674  HISTORY     - Date     Condition        Report By
 NM1674  HISTORY     - 1934     MONUMENTED       CGS
 NM1674  HISTORY     - 1934     GOOD             CGS
 NM1674  HISTORY     - 1943     GOOD             CGS
 NM1674  HISTORY     - 1948     GOOD             CGS
 NM1674  HISTORY     - 1962     MARK NOT FOUND   CGS
 NM1674  HISTORY     - 1963     GOOD             CGS
 NM1674  HISTORY     - 1963     GOOD             CGS
 NM1674  HISTORY     - 19920810 GOOD             NOS
 NM1674  HISTORY     - 20031105 GOOD             JCLS
 NM1674  HISTORY     - 20051031 GOOD             JCLS
 NM1674
 NM1674                          STATION DESCRIPTION
 NM1674
 NM1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM1674'STATION IS ABOUT 4.5 MILES EAST OF SIOUX CITY, IN SE 1/4
 NM1674'NE 1/4 SEC. 30, T. 89 N., R. 46 W., ON THE HIGHEST POINT
 NM1674'OF A CULTIVATED RIDGE, ABOUT 0.15 MILE NORTH OF U.S. HIGHWAY
 NM1674'20, ON LAND OWNED BY MR. WINGERT, WHO LIVES ABOUT 1/4 MILE
 NM1674'SOUTHWEST OF STATION.  MARK IS SET IN WEST FENCE LINE OF LANE
 NM1674'WHICH PARALLELS ROAD, 12.5 FEET WEST OF WEST ROAD RIGHT-OF-WAY
 NM1674'FENCE AND TELEPHONE LINE.  THE FENCE LINE IN WHICH MARK IS
 NM1674'SET MAY BE REMOVED IN THE NEAR FUTURE.  SURFACE AND
 NM1674'UNDERGROUND MARKS ARE SET AS DESCRIBED.
 NM1674'
 NM1674'REACHED FROM JUNCTION OF U.S. HIGHWAYS 75 AND 20 IN SIOUX CITY
 NM1674'BY GOING EAST ON U.S. HIGHWAY 20, 3.35 MILES TO DIRT ROAD
 NM1674'NORTH, THENCE NORTH 0.10 MILE TO CUT IN ROAD AND STATION ON
 NM1674'WEST BANK.
 NM1674'
 NM1674'REFERENCE MARK NO. 1 IS 41.918 METERS (137.52 FEET)
 NM1674'SOUTH OF STATION, SET IN WEST RIGHT-OF-WAY FENCE LINE OF
 NM1674'DIRT ROAD, 6 FEET SOUTHWEST OF TELEPHONE POLE, 31 FEET WEST OF
 NM1674'CENTERLINE OF DIRT ROAD.
 NM1674'
 NM1674'REFERENCE MARK NO. 2 IS 24.522 METERS (80.45 FEET)
 NM1674'NORTH OF STATION, SET IN WEST RIGHT-OF-WAY FENCE LINE OF DIRT
 NM1674'ROAD, 31 FEET WEST OF CENTERLINE OF DIRT ROAD.
 NM1674'
 NM1674'AZIMUTH MARK IS 0.5 MILE WEST-SOUTHWEST OF STATION.
 NM1674'REACHED FROM STATION BY GOING SOUTH 0.1 MILE TO HIGHWAY 20,
 NM1674'THENCE WEST ON HIGHWAY 20 FOR 0.5 MILE TO SOUTH CURVE IN HIGHWAY.
 NM1674'MARK IS PLACED AT SOUTH EDGE OF 4-FOOT BANK ON NORTH SIDE OF
 NM1674'ROAD.
 NM1674'
 NM1674'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NM1674
 NM1674                          STATION RECOVERY (1934)
 NM1674
 NM1674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NM1674'RECOVERED IN GOOD CONDITION.
 NM1674
 NM1674                          STATION RECOVERY (1943)
 NM1674
 NM1674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (SCM)
 NM1674'THE ORIGINAL DESCRIPTION OF HOW TO REACH THE STATION IS ADEQUATE.
 NM1674'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 NM1674'IN GOOD CONDITION.  THE FENCE MENTIONED IN THE ORIGINAL DESCRIPTION
 NM1674'ON WHICH THE STATION WAS LOCATED HAS BEEN REMOVED.  THE ROAD
 NM1674'RIGHT-OF-WAY FENCE AND TELEPHONE LINE ARE STILL IN PLACE
 NM1674'AS DESCRIBED, SO THE STATION IS STILL 12.5 FT WEST OF THE
 NM1674'WEST RIGHT-OF-WAY FENCE.
 NM1674
 NM1674                          STATION RECOVERY (1948)
 NM1674
 NM1674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1674'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934.  THE
 NM1674'STATION MARK WAS FOUND IN GOOD CONDITION.  IT IS NOW IN A
 NM1674'NORTH-SOUTH FENCE LINE WHICH FORMS THE WEST SIDE OF A LANE.
 NM1674'REFERENCE MARKS 1 AND 2 ARE NOW NEAR THE CENTER OF THE LANE AND
 NM1674'THE EARTH AROUND THEM HAS BEEN ERODED AND WORN AWAY TO THE
 NM1674'EXTENT THAT THEY NOW PROJECT ABOUT 18 INCHES.  R.M. NO. 2 IS
 NM1674'BELIEVED TO HAVE SETTLED SLIGHTLY.  A DIFFERENCE WAS FOUND IN
 NM1674'THE DISTANCE TO BOTH MARKS AND A DIFFERENCE WAS FOUND IN THE
 NM1674'DIRECTION TO R.M. NO. 2.  THE AZIMUTH MARK WAS BEHIND A LARGE
 NM1674'TELEPHONE POLE.  A NEW AZIMUTH MARK WAS SET AND THE OLD ONE
 NM1674'DESTROYED.  A NEW REFERENCE MARK (NO. 3) WAS ESTABLISHED.
 NM1674'A COMPLETE NEW DESCRIPTION FOLLOWS.
 NM1674'
 NM1674'THE STATION IS LOCATED ABOUT 4 MILES EAST OF SIOUX CITY,
 NM1674'ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY 20, ON PROPERTY OWNED
 NM1674'AND OCCUPIED BY MR. ARNOLD LADWIG.  IT IS ABOUT 0.1 MILE NORTH OF
 NM1674'MR. LADWIGS HOUSE, ABOUT 50 FEET WEST OF THE CENTERLINE OF A
 NM1674'NORTH-SOUTH DIRT ROAD, 16 FEET WEST OF A WITNESS POST AND THE
 NM1674'ROAD RIGHT-OF-WAY FENCE LINE, AND IS SET IN THE FENCE LINE AT
 NM1674'THE WEST EDGE OF THE LANE.  THE DISK IS STAMPED WINGERT 1934 AND
 NM1674'IS SET 2 INCHES BELOW THE SURFACE OF THE GROUND.
 NM1674'
 NM1674'REFERENCE MARK NO. 1 IS 137.54 FEET SOUTHEAST OF THE STATION,
 NM1674'13 FEET EAST OF THE WEST FENCE LINE, AND 2 FEET WEST OF THE
 NM1674'RIGHT-OF-WAY FENCE LINE.  THE DISK IS STAMPED WINGERT NO 1
 NM1674'1934 AND PROJECTS 18 INCHES.
 NM1674'
 NM1674'REFERENCE MARK NO. 2 IS 80.50 FEET NORTH OF THE STATION, 13
 NM1674'FEET EAST OF THE WEST FENCE LINE, AND 2 FEET WEST OF THE
 NM1674'RIGHT-OF-WAY FENCE LINE.  THE DISK IS STAMPED WINGERT NO 2
 NM1674'1934 AND PROJECTS 18 INCHES.
 NM1674'
 NM1674'REFERENCE MARK NO. 3 IS 23.20 FEET WEST OF THE STATION AT
 NM1674'THE EDGE OF THE CULTIVATED FIELD.  THE DISK IS STAMPED WINGERT
 NM1674'NO 3 1948 AND IS SET 18 INCHES BELOW THE SURFACE OF THE GROUND.
 NM1674'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM THE STATION.
 NM1674'
 NM1674'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHWEST OF THE
 NM1674'STATION, ABOUT 50 FEET EAST OF A LARGE SIGN, 20 FEET NORTH OF
 NM1674'THE CENTERLINE OF U.S. HIGHWAY 20, 5 FEET EAST OF A WITNESS
 NM1674'POST, AND 2 FEET SOUTH OF A FENCE LINE.  THE DISK IS STAMPED
 NM1674'WINGERT 1948 AND PROJECTS 2 INCHES.
 NM1674'
 NM1674'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND
 NM1674'75 IN SIOUX CITY, GO EAST ON HIGHWAY 20 FOR 2.9 MILES TO THE
 NM1674'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE EAST FOR
 NM1674'0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.1 MILE TO THE
 NM1674'TOP OF A SMALL RIDGE AND THE STATION ON THE LEFT AS DESCRIBED.
 NM1674'
 NM1674'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NM1674
 NM1674                          STATION RECOVERY (1962)
 NM1674
 NM1674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NM1674'STATION WAS NOT RECOVERED, AND REFERENCE MARKS NO. 1, NO. 2,
 NM1674'AND NO. 3 WERE NOT RECOVERED.  THE AZIMUTH MARK WAS RECOVERED
 NM1674'0.55 MILE WEST ALONG OLD U.S. HIGHWAY 20 FROM THE JUNCTION OF
 NM1674'THE SIDE ROAD THAT GOES NORTH TO THE STATION.  THERE IS A NEW
 NM1674'U.S. HIGHWAY 20 ABOUT 1 AND 1/2 MILES SOUTH AND OLD U.S.
 NM1674'HIGHWAY 20 IS STATE HIGHWAY 324, NOW.  REFERENCE MARKS NO. 1
 NM1674'AND NO. 2 HAVE BEEN DESTROYED.  BUT REFERENCE MARK NO. 3 AND
 NM1674'PROBABLY THE OLD STATION MARK SHOULD BE IN PLACE.
 NM1674'CONSIDERABLE PRODDING WAS DONE.  A LATER ATTEMPT TO LOCATE THE
 NM1674'STATION WILL BE MADE USING BEARINGS TO INTERSECTION STATIONS.
 NM1674
 NM1674                          STATION RECOVERY (1963)
 NM1674
 NM1674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 NM1674'THIS STATION WAS RECOVERED AS DESCRIBED AFTER ABOUT 6 HOURS.
 NM1674'THE AZIMUTH MARK WHICH WAS MOVED IN 1948
 NM1674'WAS RECOVERED AND REFERENCE MARK NO. 3 WHICH IS UNDERGROUND
 NM1674'23.20 FEET WEST OF THE STATION WAS RECOVERED AFTER THE STATION
 NM1674'WAS RECOVERED.  REFERENCE MARKS NO. 1 AND NO. 2 WERE DESTROYED
 NM1674'WHEN THE NORTH-SOUTH ROAD WAS GRADED.  A STEEL WITNESS POST
 NM1674'WAS SET 1 FOOT SOUTH OF THE STATION MARK IN FENCE LINE AND
 NM1674'THE REFERENCE MARKS WILL BE REPLACED AT A LATER DATE.
 NM1674'
 NM1674'STATION IS LOCATED ABOUT 4 MILES EAST OF SIOUX CITY, AND 0.1
 NM1674'MILE NORTH OF OLD U.S. HIGHWAY 20 ON LAND OWNED AND OCCUPIED
 NM1674'BY MR. ARNOLD LADWIG, ABOUT 50 FEET WEST OF THE CENTER OF
 NM1674'NORTH-SOUTH ROAD, 30.5 FEET SOUTH OF A TELEPHONE POLE, 11 FEET
 NM1674'WEST OF THE TOP EDGE OF CUTBANK, 9 FEET WEST OF THE WEST
 NM1674'RIGHT-OF-WAY FENCE FOR GRAVEL ROAD, AND 1 FOOT NORTH OF A NEW
 NM1674'STEEL WITNESS POST WITH SIGN.  THE MARK IS 3 INCHES
 NM1674'UNDERGROUND.
 NM1674'
 NM1674'REFERENCE MARK NO. 3 IS 23.20 FEET WEST-NORTHWEST OF THE
 NM1674'STATION, 34.5 FEET SOUTHWEST OF A TELEPHONE POLE, AND 23 FEET
 NM1674'WEST OF A FENCE AND A NEW STEEL WITNESS POST.  THE MARK IS 14
 NM1674'INCHES UNDERGROUND.
 NM1674'
 NM1674'AZIMUTH MARK IS 0.55 MILEWEST-SOUTHWEST OF THE STATION, ABOUT
 NM1674'100 YARDS WEST OF A GROUP OF FOUR HOUSES, 50 FEET EAST OF THE
 NM1674'CREST OF HILL, 20 FEET NORTH OF THE CENTER OF OLD U.S. HIGHWAY
 NM1674'20, 5 FEET EAST OF WITNESS POST, AND 2 FEET SOUTH OF FENCE.
 NM1674
 NM1674                          STATION RECOVERY (1963)
 NM1674
 NM1674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 NM1674'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1674'GOOD CONDITION EXCEPT THE REFERENCE MARKS NO. 1 AND NO. 2 WHICH HAD
 NM1674'BEEN DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARK NO. 3 IS
 NM1674'IN PLACE.  BUT AN ANGLE MEASUREMENT WAS NOT TAKEN TO IT.  TWO
 NM1674'NEW REFERENCE MARKS NO 4 AND NO 5 WERE ESTABLISHED.  A COMPLETE
 NM1674'DESCRIPTION FOLLOWS.
 NM1674'
 NM1674'STATION IS LOCATED ABOUT 4 MILES EAST OF SIOUX CITY AND ABOUT
 NM1674'1 MILE NORTH OF NEW U.S. HIGHWAY 20 AND ABOUT 200 YARDS NORTH
 NM1674'OF OLD U.S. HIGHWAY 20 ON PROPERTY OWNED AND OCCUPIED BY MR.
 NM1674'ARNOLD LADEWIG, ABOUT 200 YARDS NORTH-NORTHEAST OF HIS FARMHOUSE,
 NM1674'187 FEET NORTH OF A TELEPHONE POLE, 130 FEET SOUTH OF A NORTHEAST
 NM1674'FENCE CORNER, 50 FEET WEST OF A NORTH-SOUTH GRADED ROAD, 30
 NM1674'FEET SOUTH OF A TELEPHONE POLE, AND IN THE WEST FENCELINE FOR
 NM1674'A LANE LEADING TO A PASTURE, AND 393 FEET NORTH OF THE SOUTH
 NM1674'END OF THIS LANE WHERE IT LEAVES THE FARMYARD.  THE MARK IS
 NM1674'2 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 NM1674'STAMPED WINGERT 1934 AND IS LOCATED 1 FOOT NORTH OF A NEW STEEL
 NM1674'WITNESS POST WITH A SIGN.
 NM1674'
 NM1674'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NM1674'AND 75 IN SIOUX CITY, GO NORTH FOR 1/2 BLOCK TO CORRECTIONVILLE
 NM1674'ROAD (OLD U.S. HIGHWAY 20).  TURN RIGHT AND GO EAST FOR 3.3
 NM1674'MILES ON CORRECTIONVILLE ROAD TO THE AZIMUTH MARK ON THE LEFT.
 NM1674'CONTINUE EAST ON PAVED ROAD FOR 0.55 MILE TO ENTRANCE TO FARM.
 NM1674'TURN LEFT INTO THE FARM YARD AND GO NORTH-NORTHEAST ACROSS
 NM1674'FIELD FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 NM1674'
 NM1674'REFERENCE MARK NO. 3 IS 23.20 FEET WEST OF THE STATION AND
 NM1674'SET 18 INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK IS
 NM1674'STAMPED WINGERT NO 3 1948.
 NM1674'
 NM1674'REFERENCE MARK NO. 4 IS 102 FEET SOUTH OF A NORTHEAST FENCE
 NM1674'CORNER, 2 FEET SOUTH OF A TELEPHONE POLE, AND 1 FOOT WEST
 NM1674'OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NM1674'WINGERT NO 4 1934.
 NM1674'
 NM1674'REFERENCE MARK NO. 5 IS 359 FEET NORTH OF A T-FENCE INTERSECTION
 NM1674'AND THE SOUTH END OF LANE, 153 FEET NORTH OF A TELEPHONE POLE,
 NM1674'AND 1 FOOT WEST OF THE WEST LANE FENCE.  THE MARK PROJECTS 2
 NM1674'INCHES AND THE DISK IS STAMPED WINGERT NO 5 1934.
 NM1674'
 NM1674'AZIMUTH MARK IS 0.6 MILE WEST-SOUTHWEST OF THE STATION AND
 NM1674'JUST WEST OF A GROUP OF HOUSES AT A SLIGHT TURN IN THE PAVED
 NM1674'ROAD, 20 FEET NORTH OF THE CENTERLINE OF PAVED ROAD, 5 FEET EAST
 NM1674'OF A WITNESS POST, AND 2 FEET SOUTH OF A FENCE.  THE MARK
 NM1674'PROJECTS 4 INCHES AND THE DISK IS STAMPED WINGERT 1948.
 NM1674'
 NM1674'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1674
 NM1674                          STATION RECOVERY (1992)
 NM1674
 NM1674'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 NM1674'STATION AND REFERENCE MARK 4 FOUND.  AZIMUTH MARK SEARCHED FOR BUT NOT
 NM1674'FOUND.
 NM1674'STATION IS LOCATED EAST OF THE CITY LIMITS ON HIGH GROUND IN AN OPEN
 NM1674'PASTURE.
 NM1674'TO REACH FROM THE INTERSECTION OF US HIGHWAYS 20 AND 75 IN SIOUX CITY,
 NM1674'IOWA PROCEED ON US 20 FOR 0.3 MI (0.48 KM) TO S FAIRMONT ROAD TURN
 NM1674'LEFT (NORTH)GO 0.1 MI (0.16 KM) TO CORRECTIONVILLE ROAD.  TURN RIGHT
 NM1674'(EAST) ONTO CORRECTIONVILLE ROAD (OLD HIGHWAY 20).  CONTINUE ON
 NM1674'CORRECTIONVILLE FOR 2.2 MI (3.54 KM) TO BACON CREEK PARK, ANOTHER 1.4
 NM1674'MI (2.25 KM) PAST A RADIO TOWER ON RIGHT SIDE OF ROAD, THEN 0.2 MI
 NM1674'(0.32 KM) TO INTERSECTION WITH 140 ST. TURN LEFT (NORTH) ONTO 140 ST.
 NM1674'AND GO 0.1 MI (0.16 KM) TO STATION ON LEFT (WEST SIDE) AT TOP OF CUT
 NM1674'BANK AND WEST OF NORTH-SOUTH BARBED WIRE FENCE.
 NM1674'IT IS ABOUT 130 FT (39.62 M) SOUTH OF A NORTHEAST FENCE CORNER, 50 FT
 NM1674'(15.24 M) WEST OF 140 ST., 30 FT (9.14 M) SOUTH OF A FOUR FOOT TALL
 NM1674'POLE FORMERLY A TELEPHONE POLE AND ONE FOOT NORTH OF A STEEL WITNESS
 NM1674'POST WITHOUT A SIGN. MARK IS 0.01 M (0.03 FT) BELOW SURFACE.
 NM1674
 NM1674                          STATION RECOVERY (2003)
 NM1674
 NM1674'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 NM1674'RECOVERED IN GOOD CONDITION.
 NM1674
 NM1674                          STATION RECOVERY (2005)
 NM1674
 NM1674'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 NM1674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1214 ***********************************************************************
 OO1214  DESIGNATION -  WODEN
 OO1214  PID         -  OO1214
 OO1214  STATE/COUNTY-  IA/WINNEBAGO
 OO1214  USGS QUAD   -  BUFFALO CENTER SW (1972)
 OO1214
 OO1214                         *CURRENT SURVEY CONTROL
 OO1214  ___________________________________________________________________
 OO1214* NAD 83(1996)-  43 17 01.81184(N)    093 54 43.47470(W)     ADJUSTED  
 OO1214* NAVD 88     -       368.4    (meters)    1209.     (feet)  VERTCON   
 OO1214  ___________________________________________________________________
 OO1214  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 OO1214  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 OO1214
 OO1214  HORZ ORDER  -  SECOND
 OO1214
 OO1214.The horizontal coordinates were established by classical geodetic methods
 OO1214.and adjusted by the National Geodetic Survey in May 1999..
 OO1214
 OO1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1214
 OO1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1214
 OO1214.The geoid height was determined by GEOID03.
 OO1214
 OO1214;                    North         East     Units Scale Factor Converg.
 OO1214;SPC IA N     - 1,198,231.103 1,466,554.004   MT  1.00000318   -0 16 45.4
 OO1214;UTM  15      - 4,792,738.988   426,001.081   MT  0.99966736   -0 37 31.3
 OO1214
 OO1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1214!SPC IA N     -   0.99994678  x   1.00000318  =   0.99994996
 OO1214!UTM  15      -   0.99994678  x   0.99966736  =   0.99961416
 OO1214
 OO1214:                Primary Azimuth Mark                     Grid Az
 OO1214:SPC IA N     -  WODEN AZ MK                              004 02 33.5
 OO1214:UTM  15      -  WODEN AZ MK                              004 23 19.4
 OO1214
 OO1214|---------------------------------------------------------------------|
 OO1214| PID    Reference Object                     Distance      Geod. Az  |
 OO1214|                                                           dddmmss.s |
 OO1214| CI6577 WODEN AZ MK                                        0034548.1 |
 OO1214| CI6578 WODEN RM 1                            7.992 METERS 17656     |
 OO1214| OO1215 WODEN RM 2                            9.429 METERS 28305     |
 OO1214|---------------------------------------------------------------------|
 OO1214
 OO1214                          SUPERSEDED SURVEY CONTROL
 OO1214
 OO1214  NAD 83(1996)-  43 17 01.81183(N)    093 54 43.47472(W) AD(       ) 2
 OO1214  NAD 83(1986)-  43 17 01.80374(N)    093 54 43.46887(W) AD(       ) 2
 OO1214  NAD 27      -  43 17 01.94576(N)    093 54 42.66078(W) AD(       ) 2
 OO1214  NGVD 29 (07/19/86)  368.4    (m)         1209.     (f) VERT ANG       
 OO1214
 OO1214.Superseded values are not recommended for survey control.
 OO1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1214.See file dsdata.txt to determine how the superseded data were derived.
 OO1214
 OO1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH2600192739(NAD 83)
 OO1214_MARKER: DS = TRIANGULATION STATION DISK
 OO1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1214_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1214
 OO1214  HISTORY     - Date     Condition        Report By
 OO1214  HISTORY     - 1971     MONUMENTED       NGS
 OO1214
 OO1214                          STATION DESCRIPTION
 OO1214
 OO1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1214'THE STATION IS LOCATED 7 MILES NORTHEAST OF TITONKA, 4 MILES
 OO1214'NORTH OF WODEN, IN THE NORTHEAST CORNER OF SECTION 28, T 96
 OO1214'N, R 27 W, AT THE JUNCTION OF COUNTY ROUTES R 20 AND A 42,
 OO1214'ON ROAD RIGHT-OF-WAY.
 OO1214'
 OO1214'TO REACH THE STATION FROM THE FIRST STATE BANK IN WODEN, GO
 OO1214'WEST ON A PAVED STREET FOR 1 BLOCK TO ITS JUNCTION WITH
 OO1214'HANCOCK COUNTY ROUTE R 20.  TURN RIGHT AND GO NORTH ON ROUTE
 OO1214'R 20 FOR 1.5 MILES TO THE COUNTY LINE, CONTINUE NORTH ON
 OO1214'ROUTE R 20 FOR 2.0 MILES TO ITS JUNCTION WITH ROUTE A 42 AND
 OO1214'THE STATION ON THE LEFT.
 OO1214'
 OO1214'THE STATION MARKS ARE STANDARD DISKS STAMPED WODEN 1971.
 OO1214'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OO1214'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 56
 OO1214'FEET SOUTH OF THE CENTER OF ROUTE A 42, 51 FEET WEST OF THE
 OO1214'CENTER OF ROUTE R 20, 28.2 FEET NORTH OF A METAL WITNESS POST,
 OO1214'6.5 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, AND 3 FEET LOWER
 OO1214'THAN THE INTERSECTION.  THE UNDERGROUND DISK IS SET IN THE
 OO1214'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 OO1214'SURFACE.
 OO1214'
 OO1214'REFERENCE MARK 1, A STANDARD DISK STAMPED WODEN NO 1 1971,
 OO1214'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1214'WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS 85.5 FEET SOUTH
 OO1214'OF THE CENTER OF ROUTE A 42, 51 FEET WEST OF THE CENTER OF
 OO1214'ROUTE R 20, 32.0 FEET SOUTH OF THE TELEPHONE POLE, AND 1.8
 OO1214'FEET NORTH OF THE WITNESS POST.
 OO1214'
 OO1214'REFERENCE MARK 2, A STANDARD DISK STAMPED WODEN NO 2 1971,
 OO1214'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO1214'WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 81 FEET WEST OF
 OO1214'THE CENTER OF ROUTE R 20, 49 FEET SOUTH OF THE CENTER OF ROUTE
 OO1214'A 42, 47.3 FEET NORTHWEST OF THE WITNESS POST, AND 32.0 FEET
 OO1214'WEST OF THE TELEPHONE POLE.
 OO1214'
 OO1214'THE AZIMUTH MARK, A STANDARD DISK STAMPED WODEN 1971, IS SET
 OO1214'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OO1214'IS FLUSH WITH THE GROUND.  IT IS 48 FEET EAST OF THE CENTER
 OO1214'OF ROUTE R 20, 18.0 FEET NORTH-NORTHWEST OF A TELEPHONE POLE,
 OO1214'9 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE, 2.6 FEET
 OO1214'SOUTHWEST OF A METAL WITNESS POST, AND 2.0 FEET WEST OF THE
 OO1214'NORTH GATE POST AND FENCE.
 OO1214'
 OO1214'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON ROUTE
 OO1214'R 20 FOR 0.25 MILE TO A FIELD ENTRANCE ON THE RIGHT AND THE
 OO1214'MARK.
 OO1214'
 OO1214'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1213 ***********************************************************************
 OO1213  DESIGNATION -  WODEN MUN TANK
 OO1213  PID         -  OO1213
 OO1213  STATE/COUNTY-  IA/HANCOCK
 OO1213  USGS QUAD   -  WODEN (1972)
 OO1213
 OO1213                         *CURRENT SURVEY CONTROL
 OO1213  ___________________________________________________________________
 OO1213* NAD 83(1996)-  43 13 57.06973(N)    093 56 52.69807(W)     ADJUSTED  
 OO1213* NAVD 88     -       399.     (meters)    1309.     (feet)  VERTCON   
 OO1213  ___________________________________________________________________
 OO1213  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 OO1213  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 OO1213
 OO1213  HORZ ORDER  -  THIRD
 OO1213
 OO1213.The horizontal coordinates were established by classical geodetic methods
 OO1213.and adjusted by the National Geodetic Survey in May 1999..
 OO1213
 OO1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1213
 OO1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1213
 OO1213.The geoid height was determined by GEOID03.
 OO1213
 OO1213;                    North         East     Units Scale Factor Converg.
 OO1213;SPC IA N     - 1,192,544.779 1,463,610.387   MT  0.99999394   -0 18 13.0
 OO1213;UTM  15      - 4,787,072.401   423,024.165   MT  0.99967289   -0 38 57.7
 OO1213
 OO1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1213!SPC IA N     -   0.99994199  x   0.99999394  =   0.99993593
 OO1213!UTM  15      -   0.99994199  x   0.99967289  =   0.99961490
 OO1213
 OO1213                          SUPERSEDED SURVEY CONTROL
 OO1213
 OO1213  NAD 83(1996)-  43 13 57.06970(N)    093 56 52.69765(W) AD(       ) 4
 OO1213  NAD 83(1986)-  43 13 57.06108(N)    093 56 52.67906(W) AD(       ) 4
 OO1213  NAD 27      -  43 13 57.19774(N)    093 56 51.83333(W) AD(       ) 3
 OO1213  NGVD 29 (07/19/86)  399.     (m)         1309.     (f) VERT ANG       
 OO1213
 OO1213.Superseded values are not recommended for survey control.
 OO1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1213.See file dsdata.txt to determine how the superseded data were derived.
 OO1213
 OO1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH2302487072(NAD 83)
 OO1213_MARKER: 53 = ELEVATED TANK
 OO1213
 OO1213  HISTORY     - Date     Condition        Report By
 OO1213  HISTORY     - 1971     FIRST OBSERVED   NGS
 OO1213
 OO1213                          STATION DESCRIPTION
 OO1213
 OO1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1213'THE STATION IS LOCATED IN THE CENTER OF WODEN AND IN THE
 OO1213'NORTHWEST CORNER OF THE CITY PARK.
 OO1213'
 OO1213'THE TANK HAS A RED CONICAL ROOF, SILVER HEMISPHERICAL BOTTOM,
 OO1213'SUPPORTED BY 4 LACED CHANNEL COLUMNS LEGS.  IT HAS THE LEGEND
 OO1213'WODEN ON THE SOUTH SIDE AND HAS AN OVER-ALL HEIGHT OF 100 FEET.
 OO1213'
 OO1213'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1215 ***********************************************************************
 OO1215  DESIGNATION -  WODEN RM 2
 OO1215  PID         -  OO1215
 OO1215  STATE/COUNTY-  IA/WINNEBAGO
 OO1215  USGS QUAD   -  BUFFALO CENTER SW (1972)
 OO1215
 OO1215                         *CURRENT SURVEY CONTROL
 OO1215  ___________________________________________________________________
 OO1215* NAD 83(1996)-  43 17 01.88102(N)    093 54 43.88206(W)     ADJUSTED  
 OO1215* NAVD 88     -       368.4    (meters)    1209.     (feet)  VERTCON   
 OO1215  ___________________________________________________________________
 OO1215  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 OO1215  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 OO1215
 OO1215  HORZ ORDER  -  SECOND
 OO1215
 OO1215.The horizontal coordinates were established by classical geodetic methods
 OO1215.and adjusted by the National Geodetic Survey in May 1999..
 OO1215
 OO1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1215
 OO1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1215
 OO1215.The geoid height was determined by GEOID03.
 OO1215
 OO1215;                    North         East     Units Scale Factor Converg.
 OO1215;SPC IA N     - 1,198,233.283 1,466,544.831   MT  1.00000319   -0 16 45.7
 OO1215;UTM  15      - 4,792,741.222   425,991.924   MT  0.99966737   -0 37 31.6
 OO1215
 OO1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1215!SPC IA N     -   0.99994678  x   1.00000319  =   0.99994997
 OO1215!UTM  15      -   0.99994678  x   0.99966737  =   0.99961417
 OO1215
 OO1215|---------------------------------------------------------------------|
 OO1215| PID    Reference Object                     Distance      Geod. Az  |
 OO1215|                                                           dddmmss.s |
 OO1215| OO1214 WODEN                                 9.429 METERS 10305     |
 OO1215| OO1209 CLOVER                              APPROX. 8.1 KM 1411024.6 |
 OO1215|---------------------------------------------------------------------|
 OO1215
 OO1215                          SUPERSEDED SURVEY CONTROL
 OO1215
 OO1215  NAD 83(1996)-  43 17 01.88102(N)    093 54 43.88207(W) AD(       ) 2
 OO1215  NAD 83(1986)-  43 17 01.87293(N)    093 54 43.87623(W) AD(       ) 2
 OO1215  NAD 27      -  43 17 02.01494(N)    093 54 43.06814(W) AD(       ) 2
 OO1215  NGVD 29 (07/19/86)  368.4    (m)         1209.     (f) VERT ANG       
 OO1215
 OO1215.Superseded values are not recommended for survey control.
 OO1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1215.See file dsdata.txt to determine how the superseded data were derived.
 OO1215
 OO1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH2599292741(NAD 83)
 OO1215_MARKER: DR = REFERENCE MARK DISK
 OO1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1215+STABILITY: SURFACE MOTION
 OO1215
 OO1215  HISTORY     - Date     Condition        Report By
 OO1215  HISTORY     - 1971     MONUMENTED       NGS
 OO1215
 OO1215                          STATION DESCRIPTION
 OO1215
 OO1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO1215'THE STATION IS LOCATED 7 MILES NORTHEAST OF TITONKA, 4 MILES
 OO1215'NORTH OF WODEN, IN THE NORTHEAST CORNER OF SECTION 28, T 96
 OO1215'N, R 27 W, AT THE JUNCTION OF COUNTY ROUTES R 20 AND A 42,
 OO1215'ON COUNTY RIGHT-OF-WAY.
 OO1215'
 OO1215'TO REACH THE STATION FROM THE FIRST STATE BANK IN WODEN, GO
 OO1215'WEST ON A PAVED STREET FOR 1 BLOCK TO ITS JUNCTION WITH
 OO1215'HANCOCK COUNTY ROUTE R 20.  TURN RIGHT AND GO NORTH ON ROUTE
 OO1215'R 20 FOR 1.5 MILES TO THE COUNTY LINE.  CONTINUE NORTH ON
 OO1215'ROUTE R 20 FOR 2.0 MILES TO ITS JUNCTION WITH ROUTE A 42
 OO1215'AND THE STATION ON THE LEFT.
 OO1215'
 OO1215'THE STATION MARK, A STANDARD REFERENCE DISK STAMPED WODEN NO
 OO1215'2 1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OO1215'MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 81
 OO1215'FEET WEST OF THE CENTER OF ROUTE R 20, 49 FEET SOUTH OF THE
 OO1215'CENTER OF ROUTE A 42, 47.3 FEET NORTHWEST OF A METAL WITNESS
 OO1215'POST, AND 32.0 FEET WEST OF A TELEPHONE POLE.
 OO1215'
 OO1215'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0609 ***********************************************************************
 NK0609  DESIGNATION -  WOLF
 NK0609  PID         -  NK0609
 NK0609  STATE/COUNTY-  IA/TAMA
 NK0609  USGS QUAD   -  GLADBROOK (1971)
 NK0609
 NK0609                         *CURRENT SURVEY CONTROL
 NK0609  ___________________________________________________________________
 NK0609* NAD 83(1996)-  42 12 02.13921(N)    092 37 49.74153(W)     ADJUSTED  
 NK0609* NAVD 88     -       325.1    (meters)    1067.     (feet)  VERTCON   
 NK0609  ___________________________________________________________________
 NK0609  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 NK0609  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 NK0609
 NK0609  HORZ ORDER  -  SECOND
 NK0609
 NK0609.The horizontal coordinates were established by classical geodetic methods
 NK0609.and adjusted by the National Geodetic Survey in May 1999..
 NK0609
 NK0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 NK0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NK0609
 NK0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0609
 NK0609.The geoid height was determined by GEOID03.
 NK0609
 NK0609;                    North         East     Units Scale Factor Converg.
 NK0609;SPC IA N     - 1,078,188.650 1,571,810.568   MT  0.99997839   +0 35 21.5
 NK0609;UTM  15      - 4,672,114.442   530,506.177   MT  0.99961145   +0 14 53.6
 NK0609
 NK0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0609!SPC IA N     -   0.99995399  x   0.99997839  =   0.99993238
 NK0609!UTM  15      -   0.99995399  x   0.99961145  =   0.99956546
 NK0609
 NK0609:                Primary Azimuth Mark                     Grid Az
 NK0609:SPC IA N     -  WOLF AZ MK                               359 56 46.0
 NK0609:UTM  15      -  WOLF AZ MK                               000 17 13.9
 NK0609
 NK0609|---------------------------------------------------------------------|
 NK0609| PID    Reference Object                     Distance      Geod. Az  |
 NK0609|                                                           dddmmss.s |
 NK0609| CI6581 WOLF AZ MK                                         0003207.5 |
 NK0609| CI6582 WOLF RM 1                            17.486 METERS 05937     |
 NK0609| CI6583 WOLF RM 2                            16.318 METERS 11245     |
 NK0609|---------------------------------------------------------------------|
 NK0609
 NK0609                          SUPERSEDED SURVEY CONTROL
 NK0609
 NK0609  NAD 83(1986)-  42 12 02.14050(N)    092 37 49.73311(W) AD(       ) 2
 NK0609  NAD 27      -  42 12 02.18682(N)    092 37 49.02821(W) AD(       ) 2
 NK0609  NGVD 29 (07/19/86)  325.1    (m)         1067.     (f) VERT ANG       
 NK0609
 NK0609.Superseded values are not recommended for survey control.
 NK0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0609.See file dsdata.txt to determine how the superseded data were derived.
 NK0609
 NK0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG3050672114(NAD 83)
 NK0609_MARKER: DD = SURVEY DISK
 NK0609_SETTING: 0 = UNSPECIFIED SETTING
 NK0609
 NK0609  HISTORY     - Date     Condition        Report By
 NK0609  HISTORY     - 1970     MONUMENTED       USGS
 NK0609
 NK0609                          STATION DESCRIPTION
 NK0609
 NK0609'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RRB)
 NK0609'THE STATION IS ABOUT 4.5 MI ENE. OF GLADBROOK, ABOUT 0.2 MI
 NK0609'S. OF THE QUARTER COR. BETWEEN SECS. 5 AND 6, T. 85 N., R. 15
 NK0609'W., ON A PROMINENT RIDGE.
 NK0609'
 NK0609'TO REACH FROM THE CROSSROADS AND JCT. OF ST. HWY. 96 (COR. OF
 NK0609'SECS. 9, 10, 15 AND 16) AT THE SE. EDGE OF GLADBROOK, GO E. ON
 NK0609'ST. HWY. 96 FOR 4.2 MI TO A CROSSROAD, TURN LEFT AND GO N. FOR
 NK0609'1.5 MI TO A T-RD W., CONTINUE N. FOR ABOUT 0.3 MI TO THE TOP OF A
 NK0609'PROMINENT RIDGE AND THE STATION ON THE LEFT ON THE S. SIDE OF A
 NK0609'FIELD ENTRANCE W.
 NK0609'
 NK0609'THE STATION, STAMPED ET WOLF 1970 IS 154 FT S. AND 19 FT W. CENTER
 NK0609'RD. AT DRIVE W., 16 FT E. OF THE W. RIGHT-OF-WAY FENCE ON THE
 NK0609'S. SIDE OF A FIELD ENTRANCE W.
 NK0609'
 NK0609'REFERENCE MARK NO. 1, STAMPED WOLF NO 1 1970 IS NE. OF THE
 NK0609'STATION, 125 FT S. AND 31 FT E. CENTER RD. AT DRIVE W., 1.5 FT
 NK0609'W. OF THE E. RIGHT-OF-WAY FENCE.
 NK0609'
 NK0609'REFERENCE MARK NO. 2, STAMPED WOLF NO 2 1970 IS SE. OF THE
 NK0609'STATION, 175 FT S. AND 32 FT E. CENTER RD. AT DRIVE W., 1 FT
 NK0609'W. OF THE E. RIGHT-OF-WAY FENCE, AND 1 FT W. OF A USGS WITNESS
 NK0609'POST.
 NK0609'
 NK0609'AZIMUTH MARK, STAMPED WOLF 1970 IS ABOUT 0.6 MI N. OF THE STATION
 NK0609'AT THE SW. COR. OF A FARM CORRAL, 33 FT E. CENTER RD.  1 FT
 NK0609'S. AND 3 FT W. OF A FENCE COR. S.-E.
 NK0609'
 NK0609'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 NK0609'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 NK0609'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  REFERENCE MARK 1, REFERENCE
 NK0609'MARK 2, AND AZIMUTH MARK ARE SET FLUSH WITH THE GROUND.
 NK0609'
 NK0609'THE STATION MARK IS BURIED APPROX. 20 IN. BELOW THE SURFACE.
 NK0609'
 NK0609'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0726 ***********************************************************************
 NJ0726  DESIGNATION -  WOOD
 NJ0726  PID         -  NJ0726
 NJ0726  STATE/COUNTY-  IA/CLAYTON
 NJ0726  USGS QUAD   -  GARBER (1964)
 NJ0726
 NJ0726                         *CURRENT SURVEY CONTROL
 NJ0726  ___________________________________________________________________
 NJ0726* NAD 83(1996)-  42 39 27.59075(N)    091 19 56.77298(W)     ADJUSTED  
 NJ0726* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 NJ0726  ___________________________________________________________________
 NJ0726  LAPLACE CORR-          -6.29  (seconds)                    DEFLEC99
 NJ0726  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 NJ0726
 NJ0726  HORZ ORDER  -  FIRST
 NJ0726
 NJ0726.The horizontal coordinates were established by classical geodetic methods
 NJ0726.and adjusted by the National Geodetic Survey in May 1999..
 NJ0726
 NJ0726.The orthometric height was scaled from a topographic map.
 NJ0726
 NJ0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0726
 NJ0726.The geoid height was determined by GEOID03.
 NJ0726
 NJ0726;                    North         East     Units Scale Factor Converg.
 NJ0726;SPC IA N     - 1,130,867.355 1,677,694.063   MT  0.99994538   +1 28 08.6
 NJ0726;UTM  15      - 4,724,148.037   636,674.067   MT  0.99982982   +1 07 48.5
 NJ0726
 NJ0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0726!SPC IA N     -   0.99994872  x   0.99994538  =   0.99989410
 NJ0726!UTM  15      -   0.99994872  x   0.99982982  =   0.99977855
 NJ0726
 NJ0726|---------------------------------------------------------------------|
 NJ0726| PID    Reference Object                     Distance      Geod. Az  |
 NJ0726|                                                           dddmmss.s |
 NJ0726| CI6587 WOOD RM 1                            24.960 METERS 08516     |
 NJ0726| NJ0725 COLESBURG ST PATRICKS CATH CH       APPROX.10.8 KM 1021302.7 |
 NJ0726| NJ0711 LUXEMBURG HOLY TRINITY CATH CH      APPROX.22.0 KM 1060606.8 |
 NJ0726| NJ0718 PETERSBURG ST PET PAUL CATH CH      APPROX.15.0 KM 1392648.8 |
 NJ0726| CI6588 WOOD RM 2                            19.833 METERS 18410     |
 NJ0726| NJ0735 EDGEWOOD MUNICIPAL TANK             APPROX. 5.9 KM 2554551.4 |
 NJ0726| CI6586 WOOD AZ MK                                         3401830.5 |
 NJ0726|---------------------------------------------------------------------|
 NJ0726
 NJ0726                          SUPERSEDED SURVEY CONTROL
 NJ0726
 NJ0726  NAD 83(1996)-  42 39 27.59082(N)    091 19 56.77277(W) AD(       ) 1
 NJ0726  NAD 83(1986)-  42 39 27.58070(N)    091 19 56.76903(W) AD(       ) 1
 NJ0726  NAD 27      -  42 39 27.62170(N)    091 19 56.30210(W) AD(       ) 1
 NJ0726
 NJ0726.Superseded values are not recommended for survey control.
 NJ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0726.See file dsdata.txt to determine how the superseded data were derived.
 NJ0726
 NJ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH3667424148(NAD 83)
 NJ0726_MARKER: DS = TRIANGULATION STATION DISK
 NJ0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0726
 NJ0726  HISTORY     - Date     Condition        Report By
 NJ0726  HISTORY     - 1935     MONUMENTED       CGS
 NJ0726  HISTORY     - 1964     GOOD             USGS
 NJ0726
 NJ0726                          STATION DESCRIPTION
 NJ0726
 NJ0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0726'THIS STATION IS ABOUT 7 MILES WNW OF COLESBURG, ABOUT 3-1/2
 NJ0726'MILES ENE OF EDGEWOOD, IN THE VILLAGE OF WOOD, IN THE NE 1/4
 NJ0726'SEC. 32, T 91 N, R 4 W, ON FARM OWNED AND OCCUPIED BY EMORY ASH.
 NJ0726'ABOUT 0.2 MILE S OF HIS HOUSE, ON THE E-W RIGHT-OF-WAY FENCE
 NJ0726'LINE, 35 FEET N OF CENTER LINE OF THE E-W GRAVEL ROAD, 90 FEET
 NJ0726'E OF CENTER LINE OF THE GRAVEL T-ROAD THAT LEADS N, 40 FEET E
 NJ0726'OF THE CORNER TELEPHONE POLE, 122 FEET NE OF NE CORNER OF O.H.
 NJ0726'BERNES STORE THAT STANDS ON S SIDE OF THE E-W GRAVEL ROAD,
 NJ0726'27 FEET NE OF THE HIGHWAY STOP SIGN.  THE MARK PROJECTS 4
 NJ0726'INCHES.
 NJ0726'
 NJ0726'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NJ0726'BRONZE DISKS SET IN CONCRETE.
 NJ0726'
 NJ0726'AZIMUTH MARK IS NNW OF STATION, IN C.H. ASHS FARMYARD, AT S END
 NJ0726'OF HIS SMALL BARN, 6 FEET E OF ITS SW CORNER, ABOUT 200 FEET
 NJ0726'E OF HIS HOUSE, ABOUT 120 FEET N OF CENTER LINE OF THE E-W DIRT
 NJ0726'ROAD, 40 FEET SE OF SE CORNER OF HIS LARGE BARN.  IT IS FLUSH
 NJ0726'WITH THE SURFACE.
 NJ0726'
 NJ0726'REFERENCE MARK NO. 1 IS E OF STATION ON THE E-W RIGHT-OF-WAY
 NJ0726'FENCE LINE, 32 FEET N OF CENTER LINE OF THE ROAD, 79 FEET NE
 NJ0726'OF THE 15-INCH BITTER-NUT TREE THAT STANDS ON S SIDE OF THE
 NJ0726'ROAD, 122 FEET E OF THE CORNER TELEPHONE POLE, 2 FEET W OF
 NJ0726'ANOTHER TELEPHONE POLE.  IT PROJECTS 2 INCHES.  REFERENCE MARK
 NJ0726'NO. 2 IS S OF STATION, 30 FEET S OF CENTER LINE OF THE ROAD,
 NJ0726'2 FEET N OF THE RIGHT-OF-WAY FENCE, 10 FEET E OF THE NE CORNER
 NJ0726'OF THE GARAGE, 44 FEET W OF THE 15-INCH BITTER-NUT TREE,
 NJ0726'112.69 FEET WSW OF REFERENCE MARK NO. 1.  IT PROJECTS 2
 NJ0726'INCHES.
 NJ0726'
 NJ0726'TO REACH FROM THE MAIN STREET IN EDGEWOOD, GO E AND SE ON IOWA
 NJ0726'ROUTE 10, 1.7 MILES TO A SIDE ROAD LEADING NE, THENCE NE AND E
 NJ0726'ON GRAVEL SIDE ROAD 2.25 MILES TO THE VILLAGE OF WOOD AND THE
 NJ0726'STATION.
 NJ0726'
 NJ0726'NO OBJECTS VISIBLE FROM GROUND SUITABLE FOR AZIMUTHS.
 NJ0726'
 NJ0726'A 100-FOOT SIGNAL AT EDGEWOOD COMES INTO VIEW AT 40 FEET.
 NJ0726'
 NJ0726'A 100-FOOT SIGNAL AT DOWNEY COMES INTO VIEW AT 40 FEET.
 NJ0726'
 NJ0726'AN 87-FOOT SIGNAL AT COLESBURG COMES INTO VIEW AT 10 FEET.
 NJ0726'
 NJ0726'A 15-FOOT STAND IS REQUIRED TO SEE THE AZIMUTH FROM THE STATION.
 NJ0726'
 NJ0726'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 NJ0726
 NJ0726                          STATION RECOVERY (1964)
 NJ0726
 NJ0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NJ0726'STATION IS ABOUT 7.0 MILES WNW OF COLESBURG, ABOUT 3.5 MILES
 NJ0726'ENE OF EDGEWOOD, IN THE VILLAGE OF WOOD, IN THE NE 1/4 SEC. 32,
 NJ0726'T91N, R4W, IN THE SW CORNER OF THE FRONT YARD OF A HOUSE BUILT
 NJ0726'IN 1943, NEAR AN EQUIPMENT REPAIR SHOP, 35. FEET N AND 90 FEET
 NJ0726'E OF A T-ROAD N, 6 INCHES N OF A POWER POLE AND ONE INCH BELOW
 NJ0726'THE GROUND.
 NJ0726'
 NJ0726'R.M. 1 IS E OF STATION, 32 FEET N OF ROAD, IN FRONT YARD OF
 NJ0726'HOUSE AND PROJECTS 1 FOOT.
 NJ0726'
 NJ0726'R.M. 2 IS SOUTH OF STATION, 30 FEET SOUTH OF ROAD, 10 FEET
 NJ0726'EAST OF THE NE CORNER OF A NEW GARAGE, 112.69 FEET WSW OF R.M.
 NJ0726'1 AND 2 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0657 ***********************************************************************
 MH0657  DESIGNATION -  WOODBURN
 MH0657  PID         -  MH0657
 MH0657  STATE/COUNTY-  IA/CLARKE
 MH0657  USGS QUAD   -  WOODBURN (1983)
 MH0657
 MH0657                         *CURRENT SURVEY CONTROL
 MH0657  ___________________________________________________________________
 MH0657* NAD 83(1996)-  41 01 47.03921(N)    093 33 41.33754(W)     ADJUSTED  
 MH0657* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 MH0657  ___________________________________________________________________
 MH0657  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 MH0657  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 MH0657
 MH0657  HORZ ORDER  -  FIRST
 MH0657
 MH0657.The horizontal coordinates were established by classical geodetic methods
 MH0657.and adjusted by the National Geodetic Survey in May 1999..
 MH0657
 MH0657.The orthometric height was scaled from a topographic map.
 MH0657
 MH0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0657
 MH0657.The geoid height was determined by GEOID03.
 MH0657
 MH0657;                    North         East     Units Scale Factor Converg.
 MH0657;SPC IA S     -   114,351.825   494,829.716   MT  0.99995281   -0 02 25.8
 MH0657;UTM  15      - 4,542,209.552   452,799.570   MT  0.99962742   -0 22 06.9
 MH0657
 MH0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0657!SPC IA S     -   0.99995284  x   0.99995281  =   0.99990565
 MH0657!UTM  15      -   0.99995284  x   0.99962742  =   0.99958028
 MH0657
 MH0657|---------------------------------------------------------------------|
 MH0657| PID    Reference Object                     Distance      Geod. Az  |
 MH0657|                                                           dddmmss.s |
 MH0657| CM2615 WOODBURN RM 1                        21.931 METERS 01001     |
 MH0657| CM2616 WOODBURN RM 2                        12.306 METERS 26848     |
 MH0657| CM2614 WOODBURN AZ MK                                     2723332.0 |
 MH0657|---------------------------------------------------------------------|
 MH0657
 MH0657                          SUPERSEDED SURVEY CONTROL
 MH0657
 MH0657  NAD 83(1986)-  41 01 47.04278(N)    093 33 41.34893(W) AD(       ) 1
 MH0657  NAD 27      -  41 01 47.04870(N)    093 33 40.57290(W) AD(       ) 1
 MH0657
 MH0657.Superseded values are not recommended for survey control.
 MH0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0657.See file dsdata.txt to determine how the superseded data were derived.
 MH0657
 MH0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF5280042210(NAD 83)
 MH0657_MARKER: DS = TRIANGULATION STATION DISK
 MH0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0657
 MH0657  HISTORY     - Date     Condition        Report By
 MH0657  HISTORY     - 1958     MONUMENTED       CGS
 MH0657
 MH0657                          STATION DESCRIPTION
 MH0657
 MH0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 MH0657'THE STATION IS ABOUT 11.5 MILES EAST OF OSCEOLA, ABOUT 2.5
 MH0657'MILES NORTHEAST OF WOODBURN AND IS ON THE RIGHT-OF-WAY OF
 MH0657'U.S. HIGHWAY 34.  IT IS 37 FEET SOUTH OF THE CENTERLINE
 MH0657'OF U.S. HIGHWAY 34, 11 FEET SOUTHWEST OF A POWER POLE, 6
 MH0657'FEET WEST OF A WHITE WITNESS POST AND 2 FEET NORTH OF A
 MH0657'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 MH0657'WOODBURN 1958.
 MH0657'
 MH0657'TO REACH THE STATION FROM THE SOUTHEAST SIDE OF THE COURTHOUSE
 MH0657'SQUARE IN OSCEOLA, GO SOUTH ON U.S. HIGHWAY 69 FOR 0.2 MILE
 MH0657'TO THE JUNCTION OF U.S. HIGHWAY 69 AND U.S. HIGHWAY 34.  TURN
 MH0657'LEFT AND GO EAST ON HIGHWAY 34 FOR 8.75 MILES TO A JUNCTION
 MH0657'WITH STATE HIGHWAY 104.  CONTINUE EAST ON HIGHWAY 34 FOR
 MH0657'0.95 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 MH0657'ON HIGHWAY 34 FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 MH0657'
 MH0657'REFERENCE MARK 1 IS 53 FEET EAST OF AN EAST GATE POST, 35
 MH0657'FEET NORTH OF THE CENTERLINE OF HIGHWAY 34 AND 6 INCHES
 MH0657'SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND
 MH0657'THE DISK IS STAMPED WOODBURN NO 1 1958.
 MH0657'
 MH0657'REFERENCE MARK 2 IS 50 FEET WEST OF THE POWER POLE, 46 FEET
 MH0657'WEST OF THE WHITE WITNESS POST, 38 FEET SOUTH OF THE CENTERLINE
 MH0657'OF HIGHWAY 34 AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT
 MH0657'IS FLUSH AND THE DISK IS STAMPED WOODBURN NO 2 1958.
 MH0657'
 MH0657'THE AZIMUTH MARK IS 62 FEET NORTH OF THE CENTERLINE OF U.S.
 MH0657'HIGHWAY 34, 3 FEET EAST OF A WHITE WITNESS POST AND 6 INCHES
 MH0657'SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND
 MH0657'THE DISK IS STAMPED WOODBURN 1958.
 MH0657'
 MH0657'NOTE--THE PROPERTY OWNER JUST NORTH OF REFERENCE MARK 1 IS
 MH0657'MR. RAY MARTIN.
 MH0657'
 MH0657'A TRAVERSE MEASUREMENT WAS MADE FROM STATION WOODBURN TO
 MH0657'REFERENCE MARK 1.
 MH0657'
 MH0657'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1673 ***********************************************************************
 NM1673  DESIGNATION -  WOODBURY COUNTY POOR FARM TANK
 NM1673  PID         -  NM1673
 NM1673  STATE/COUNTY-  IA/WOODBURY
 NM1673  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM1673
 NM1673                         *CURRENT SURVEY CONTROL
 NM1673  ___________________________________________________________________
 NM1673* NAD 83(1996)-  42 25 47.66754(N)    096 17 28.13589(W)     ADJUSTED  
 NM1673* NAVD 88     -                                                        
 NM1673  ___________________________________________________________________
 NM1673  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 NM1673  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 NM1673
 NM1673  HORZ ORDER  -  THIRD
 NM1673
 NM1673.The horizontal coordinates were established by classical geodetic methods
 NM1673.and adjusted by the National Geodetic Survey in May 1999..
 NM1673
 NM1673
 NM1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1673
 NM1673.The geoid height was determined by GEOID03.
 NM1673
 NM1673;                    North         East     Units Scale Factor Converg.
 NM1673;SPC IA N     - 1,107,081.601 1,270,366.551   MT  0.99995393   -1 53 30.1
 NM1673;SPC NE       -   294,842.363   805,046.119   MT  0.99978875   +2 27 28.2
 NM1673;UTM  14      - 4,701,065.527   722,831.824   MT  1.00021097   +1 49 42.2
 NM1673
 NM1673                          SUPERSEDED SURVEY CONTROL
 NM1673
 NM1673  NAD 83(1996)-  42 25 47.66754(N)    096 17 28.13590(W) AD(       ) 4
 NM1673  NAD 83(1996)-  42 25 47.66754(N)    096 17 28.13600(W) AD(       ) 4
 NM1673  NAD 83(1996)-  42 25 47.66765(N)    096 17 28.13687(W) AD(       ) 4
 NM1673  NAD 83(1986)-  42 25 47.67069(N)    096 17 28.13719(W) AD(       ) 4
 NM1673  NAD 27      -  42 25 47.69200(N)    096 17 27.03800(W) AD(       ) 3
 NM1673
 NM1673.Superseded values are not recommended for survey control.
 NM1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1673.See file dsdata.txt to determine how the superseded data were derived.
 NM1673
 NM1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN2283201066(NAD 83)
 NM1673_MARKER: 53 = ELEVATED TANK
 NM1673
 NM1673  HISTORY     - Date     Condition        Report By
 NM1673  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1673  HISTORY     - 1959     GOOD             CGS
 NM1673
 NM1673                          STATION DESCRIPTION
 NM1673
 NM1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCS)
 NM1673'STATION IS LOCATED ON THE PROPERTY OF THE WOODBURY COUNTY
 NM1673'HOME.  FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE HIGHWAY
 NM1673'141, IN SOUTH SIOUX CITY, PROCEED SOUTHEASTERLY ON HIGHWAY
 NM1673'141 FOR 6.5 MILES TO A GRADED ROAD LEADING SOUTH, THENCE SOUTH
 NM1673'FOR 0.2 MILES TO THE EDGE OF THE INSTITUTION PROPERTY.
 NM1673'
 NM1673'THE TANK IS OF STEEL CONSTRUCTION, 85 FEET HIGH, FOUR LEGGED,
 NM1673'PAINTED BLACK WITH A BALL AND FINIAL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0992 ***********************************************************************
 OO0992  DESIGNATION -  WOODWARD
 OO0992  PID         -  OO0992
 OO0992  STATE/COUNTY-  IA/FLOYD
 OO0992  USGS QUAD   -  ROSEVILLE (1971)
 OO0992
 OO0992                         *CURRENT SURVEY CONTROL
 OO0992  ___________________________________________________________________
 OO0992* NAD 83(1996)-  43 01 24.49862(N)    092 45 01.56792(W)     ADJUSTED  
 OO0992* NAVD 88     -       337.5    (meters)    1107.     (feet)  VERTCON   
 OO0992  ___________________________________________________________________
 OO0992  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 OO0992  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 OO0992
 OO0992  HORZ ORDER  -  FIRST
 OO0992
 OO0992.The horizontal coordinates were established by classical geodetic methods
 OO0992.and adjusted by the National Geodetic Survey in May 1999..
 OO0992
 OO0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0992
 OO0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0992
 OO0992.The geoid height was determined by GEOID03.
 OO0992
 OO0992;                    North         East     Units Scale Factor Converg.
 OO0992;SPC IA N     - 1,169,495.535 1,561,093.980   MT  0.99996462   +0 30 28.8
 OO0992;UTM  15      - 4,763,451.524   520,333.848   MT  0.99960509   +0 10 13.0
 OO0992
 OO0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0992!SPC IA N     -   0.99995194  x   0.99996462  =   0.99991656
 OO0992!UTM  15      -   0.99995194  x   0.99960509  =   0.99955705
 OO0992
 OO0992:                Primary Azimuth Mark                     Grid Az
 OO0992:SPC IA N     -  CHARLES CITY OLIVER CORP STACK           048 51 37.3
 OO0992:UTM  15      -  CHARLES CITY OLIVER CORP STACK           049 11 53.1
 OO0992
 OO0992|---------------------------------------------------------------------|
 OO0992| PID    Reference Object                     Distance      Geod. Az  |
 OO0992|                                                           dddmmss.s |
 OO0992| OO0976 CHARLES CITY OLIVER CORP STACK      APPROX. 8.6 KM 0492206.1 |
 OO0992| OO0974 CHARLES CITY NE MUN TANK            APPROX. 9.1 KM 0501312.9 |
 OO0992| OO0975 CHARLES CITY OLIVER CORP TANK       APPROX. 8.8 KM 0503818.0 |
 OO0992| OO0979 CHARLES CITY SALSBURY LAB TANK      APPROX. 6.1 KM 0511613.9 |
 OO0992| CI6590 WOODWARD RM 1                        17.028 METERS 06328     |
 OO0992| NK0658 MARBLE ROCK MUN TANK                APPROX.11.3 KM 2352408.9 |
 OO0992| CI6589 WOODWARD AZ MK                                     2721559.1 |
 OO0992| CI6591 WOODWARD RM 2                        18.412 METERS 29032     |
 OO0992|---------------------------------------------------------------------|
 OO0992
 OO0992                          SUPERSEDED SURVEY CONTROL
 OO0992
 OO0992  NAD 83(1996)-  43 01 24.49864(N)    092 45 01.56787(W) AD(       ) 1
 OO0992  NAD 83(1986)-  43 01 24.49257(N)    092 45 01.56211(W) AD(       ) 1
 OO0992  NAD 27      -  43 01 24.59846(N)    092 45 00.87510(W) AD(       ) 1
 OO0992  NGVD 29 (07/19/86)  337.5    (m)         1107.     (f) VERT ANG       
 OO0992
 OO0992.Superseded values are not recommended for survey control.
 OO0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0992.See file dsdata.txt to determine how the superseded data were derived.
 OO0992
 OO0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH2033463452(NAD 83)
 OO0992_MARKER: DS = TRIANGULATION STATION DISK
 OO0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0992_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO0992
 OO0992  HISTORY     - Date     Condition        Report By
 OO0992  HISTORY     - 1971     MONUMENTED       NGS
 OO0992
 OO0992                          STATION DESCRIPTION
 OO0992
 OO0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 OO0992'THE STATION IS LOCATED ABOUT 10 MILES EAST OF ROCKFORD, 7 MILES
 OO0992'NORTHEAST OF MARBLE ROCK AND 4 MILES SOUTHWEST OF CHARLES
 OO0992'CITY.  THE PROPERTY IS OWNED BY THE IOWA TERMINAL RAILROAD
 OO0992'WHOSE OFFICE IS IN CHARLES CITY.  IT IS IN THE NORTHWEST 1/4 OF
 OO0992'SECTION 28, T 95 N, R 16 W.
 OO0992'
 OO0992'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 218 AND
 OO0992'18 AND STATE HIGHWAY 14, AT THE COURTHOUSE IN CHARLES CITY,
 OO0992'GO SOUTH AND WEST ON STATE HIGHWAY 14 FOR 2.9 MILES TO A
 OO0992'CROSSROAD, TURN LEFT AND GO SOUTH ON COUNTY ROAD T 47 FOR 2.55
 OO0992'MILES TO A CROSSROAD, TURN RIGHT AND GO WEST ON A GRAVELED
 OO0992'ROAD FOR 0.9 MILE TO THE STATION ON THE LEFT, JUST BEFORE
 OO0992'REACHING RAILROAD CROSSING.
 OO0992'
 OO0992'THE STATION MARK IS A STANDARD DISK STAMPED WOODWARD 1971.
 OO0992'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OO0992'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 OO0992'IT IS 69 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD,
 OO0992'59 FEET WEST-SOUTHWEST OF AN IRON RAIL USED FOR A FENCE
 OO0992'CORNER POST, 39 FEET SOUTHEAST OF THE EAST RAIL OF RAILROAD
 OO0992'TRACKS AND 9 FEET NORTHWEST OF A WIRE FENCE.  NO UNDERGROUND
 OO0992'DISK WAS SET.
 OO0992'
 OO0992'REFERENCE MARK 1, A STANDARD DISK STAMPED WOODWARD NO 1 1971,
 OO0992'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0992'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 49.5
 OO0992'FEET SOUTHEAST OF THE EAST RAIL OF RAILROAD TRACKS, 34 FEET
 OO0992'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 3 FEET SOUTHWEST OF
 OO0992'THE FENCE CORNER POST AND 1-FOOT NORTHWEST OF THE FENCE.
 OO0992'
 OO0992'REFERENCE MARK 2, A STANDARD DISK STAMPED WOODWARD NO 2 1971,
 OO0992'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OO0992'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 40 FEET
 OO0992'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 6 FEET NORTHWEST OF
 OO0992'THE WEST RAIL OF RAILROAD TRACKS AND 2 FEET SOUTHWEST OF A
 OO0992'POLE PROJECTING 18 INCHES ABOVE THE GROUND SURFACE.
 OO0992'
 OO0992'THE AZIMUTH MARK, A STANDARD DISK STAMPED WOODWARD 1971, IS SET
 OO0992'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OO0992'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET NORTH
 OO0992'OF THE CENTER OF THE GRAVELED ROAD, 10 FEET WEST OF THE CENTER
 OO0992'OF A FIELD ENTRANCE ROAD AND 1-FOOT SOUTHEAST OF A METAL WITNESS
 OO0992'POST.
 OO0992'
 OO0992'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 OO0992'GRAVELED ROAD FOR 0.45 MILE TO A FIELD ENTRANCE ROAD AND THE
 OO0992'MARK ON THE RIGHT.
 OO0992'
 OO0992'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0693 ***********************************************************************
 MH0693  DESIGNATION -  WOODWARD
 MH0693  PID         -  MH0693
 MH0693  STATE/COUNTY-  IA/BOONE
 MH0693  USGS QUAD   -  WOODWARD (1965)
 MH0693
 MH0693                         *CURRENT SURVEY CONTROL
 MH0693  ___________________________________________________________________
 MH0693* NAD 83(1996)-  41 52 16.24557(N)    093 57 02.75254(W)     ADJUSTED  
 MH0693* NAVD 88     -       328.74   (+/-2cm)    1078.5    (feet)  VERTCON   
 MH0693  ___________________________________________________________________
 MH0693  LAPLACE CORR-         -10.04  (seconds)                    DEFLEC99
 MH0693  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 MH0693
 MH0693  HORZ ORDER  -  FIRST
 MH0693  VERT ORDER  -  THIRD ? (See Below)
 MH0693
 MH0693.The horizontal coordinates were established by classical geodetic methods
 MH0693.and adjusted by the National Geodetic Survey in May 1999..
 MH0693
 MH0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0693.The vertical order pertains to the NGVD 29 superseded value.
 MH0693
 MH0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0693
 MH0693.The geoid height was determined by GEOID03.
 MH0693
 MH0693;                    North         East     Units Scale Factor Converg.
 MH0693;SPC IA N     - 1,041,329.433 1,462,577.216   MT  1.00004122   -0 18 19.8
 MH0693;SPC IA S     -   207,897.088   462,578.121   MT  1.00001678   -0 17 48.9
 MH0693;UTM  15      - 4,635,910.530   421,100.924   MT  0.99967660   -0 38 04.7
 MH0693
 MH0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0693!SPC IA N     -   0.99995300  x   1.00004122  =   0.99999422
 MH0693!SPC IA S     -   0.99995300  x   1.00001678  =   0.99996978
 MH0693!UTM  15      -   0.99995300  x   0.99967660  =   0.99962961
 MH0693
 MH0693:                Primary Azimuth Mark                     Grid Az
 MH0693:SPC IA N     -  BOONE MUNICIPAL TANK                     014 48 24.1
 MH0693:SPC IA S     -  BOONE MUNICIPAL TANK                     014 47 53.2
 MH0693:UTM  15      -  BOONE MUNICIPAL TANK                     015 08 09.0
 MH0693
 MH0693|---------------------------------------------------------------------|
 MH0693| PID    Reference Object                     Distance      Geod. Az  |
 MH0693|                                                           dddmmss.s |
 MH0693| NK0731 BOONE MUNICIPAL TANK                APPROX.22.4 KM 0143004.3 |
 MH0693| CM2620 WOODWARD RM 3                        25.670 METERS 01835     |
 MH0693| MH0685 LUTHER MUNICIPAL TANK               APPROX.15.2 KM 0444841.5 |
 MH0693| CM2618 WOODWARD RM 1                        26.694 METERS 07855     |
 MH0693| MH0696 WOODWARD EPILEPTIC FARM NEW SK      APPROX. 3.3 KM 0843712.9 |
 MH0693| MH0692 WOODWARD ST EPILEPTIC FARM STK      APPROX. 3.3 KM 0855350.4 |
 MH0693| MH0694 WOODWARD ST EPILEPTIC FARM TK       APPROX. 3.4 KM 0861332.3 |
 MH0693| MH0690 MADRID MUNICIPAL TANK               APPROX.10.7 KM 0875718.8 |
 MH0693| CM2617 WOODWARD AZ MK                                     0950112.6 |
 MH0693| MH0674 ANKENY MUNICIPAL TANK               APPROX.32.5 KM 1185746.3 |
 MH0693| MH0695 WOODWARD MUNICIPAL TANK             APPROX. 2.9 KM 1211411.2 |
 MH0693| CM2619 WOODWARD RM 2                       102.648 METERS 16425     |
 MH0693| MH0697 WOODWARD RM A                        34.084 METERS 18538     |
 MH0693| CM2621 WOODWARD RM 4                        28.404 METERS 25237     |
 MH0693| MJ1061 PERRY MUNICIPAL STANDPIPE           APPROX.12.6 KM 2535749.5 |
 MH0693| MJ1062 PERRY IOWA RR AND LIGHT CO STK      APPROX.13.6 KM 2540049.9 |
 MH0693| MJ1068 RIPPEY MUNICIPAL TANK               APPROX.21.9 KM 2880722.1 |
 MH0693|---------------------------------------------------------------------|
 MH0693
 MH0693                          SUPERSEDED SURVEY CONTROL
 MH0693
 MH0693  NAD 83(1986)-  41 52 16.24326(N)    093 57 02.75713(W) AD(       ) 1
 MH0693  NAD 27      -  41 52 16.29400(N)    093 57 01.92800(W) AD(       ) 1
 MH0693  NGVD 29 (07/19/86)  328.70   (m)         1078.4    (f) LEVELING    3  
 MH0693
 MH0693.Superseded values are not recommended for survey control.
 MH0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0693.See file dsdata.txt to determine how the superseded data were derived.
 MH0693
 MH0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG2110135911(NAD 83)
 MH0693_MARKER: DS = TRIANGULATION STATION DISK
 MH0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0693
 MH0693  HISTORY     - Date     Condition        Report By
 MH0693  HISTORY     - 1930     MONUMENTED       CGS
 MH0693  HISTORY     - 1934     GOOD             IOWAGS
 MH0693  HISTORY     - 1936     GOOD             USGS
 MH0693  HISTORY     - 1964     GOOD             USGS
 MH0693  HISTORY     - 1965     GOOD             USGS
 MH0693  HISTORY     - 1966     GOOD             CGS
 MH0693  HISTORY     - 19920805 MARK NOT FOUND   IADT
 MH0693
 MH0693                          STATION DESCRIPTION
 MH0693
 MH0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MH0693'STATION IS ABOUT 2-1/2 MILES NW OF WOODWARD ON LAND OWNED AND
 MH0693'OCCUPIED BY ANTON BODANSKY.  STATION IS 259 FEET N AND 28.5
 MH0693'FEET W OF THE SE FENCE CORNER AT THE SE CORNER OF SE 1/4 OF
 MH0693'NE 1/4 OF SECTION 35, T 82 N, R 27 W OF FIFTH MERIDIAN.
 MH0693'
 MH0693'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MH0693'DISKS SET IN CONCRETE.
 MH0693'
 MH0693'REFERENCE MARK NO. 1 IS ON FENCE LINE 259 FEET N OF FENCE CORNER
 MH0693'AT SW CORNER OF THE NW 1/4 OF SECTION 36.  REFERENCE MARK NO. 2
 MH0693'IS AT FENCE CORNER AT THE NW CORNER OF THE SW 1/4 OF SECTION
 MH0693'36.  THIS IS AT THE ROAD INTERSECTION JUST S OF THE STATION.
 MH0693'
 MH0693'STATION REACHED FROM WOODWARD BY FOLLOWING MAIN STREET, N TO
 MH0693'A POINT ABOUT 200 YARDS N OF CHICAGO, MILWAUKEE, AND ST. PAUL
 MH0693'RAILROAD CROSSING WHERE GRAVELED ROAD LEADS W.  GO W 0.5 MILE,
 MH0693'THENCE N 3/4 MILE, THENCE W 1 MILE TO A CORNER.  STATION IS
 MH0693'ABOUT 100 YARDS N OF THIS CORNER.
 MH0693'
 MH0693'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MH0693
 MH0693                          STATION RECOVERY (1934)
 MH0693
 MH0693'RECOVERY NOTE BY IOWA GEODETIC SURVEY 1934
 MH0693'STATION FOUND READILY.  DESCRIPTION EXCELLENT.  STATION AND
 MH0693'WITNESS POINTS IN GOOD CONDITION.
 MH0693
 MH0693                          STATION RECOVERY (1936)
 MH0693
 MH0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936
 MH0693'THIS IS A TRIANGULATION STATION.  REFERENCE MARK NO. 2 FOUND
 MH0693'DESTROYED DUE TO ROAD IMPROVEMENTS.  CONCRETE WITH TABLET
 MH0693'FOUND LYING IN DITCH.
 MH0693
 MH0693                          STATION RECOVERY (1964)
 MH0693
 MH0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MH0693'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MH0693
 MH0693                          STATION RECOVERY (1965)
 MH0693
 MH0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MH0693'STATION WAS FOUND IN GOOD CONDITION.  R.M. 1 SEARCHED FOR BUT
 MH0693'NOT FOUND.  R.M. 2 DESTROYED BY ROAD IMPROVEMENT.  WOODWARD
 MH0693'STATE EPILEPTIC FARM STACK THIS IS VISIBLE IS NEW AND THE OLD
 MH0693'ONE WAS TORN DOWN IN THE SPRING OF 1965.  THERE ARE TWO WATER
 MH0693'TANKS AT THE FARM NOW AND THE OLD TANK IS THE SMALLER OF THE
 MH0693'TWO.  NEITHER TANK IS VISIBLE FROM THE STATION DUE TO TREE
 MH0693'GROWTH.  THE WOODWARD MUNICIPAL WATER TANK IS VISIBLE FROM THE
 MH0693'STATION AND ITS AZIMUTH CHECKS O.K.
 MH0693
 MH0693                          STATION RECOVERY (1966)
 MH0693
 MH0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MH0693'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 MH0693'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE DESTROYED
 MH0693'WHEN THE ROAD WAS WIDENED.
 MH0693'
 MH0693'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND AN AZIMUTH
 MH0693'MARK WERE SET.
 MH0693'
 MH0693'FOLLOWING IS A TO REACH FOR THE STATION AND NOTES FOR ALL MARKS.
 MH0693'
 MH0693'TO REACH THE STATION FROM THE POST OFFICE IN WOODWARD, GO
 MH0693'NORTH ON A SURFACED ROAD FOR 0.3 MILE TO A SIDE ROAD ON THE
 MH0693'LEFT.  TURN LEFT AND GO WEST ON A SURFACED ROAD FOR 0.45 MILES
 MH0693'TO A T-INTERSECTION.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD
 MH0693'FOR 0.7 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 MH0693'WEST ON A GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 MH0693'RIGHT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.5 MILE TO
 MH0693'A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 MH0693'0.05 MILE TO THE STATION ON THE LEFT.
 MH0693'
 MH0693'STATION MARK, A STANDARD DISK STAMPED WOODWARD 1930, IS SET
 MH0693'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 MH0693'GROUND.  IT IS 61 FEET WEST OF THE CENTER OF THE GRAVELED
 MH0693'ROAD, 28.5 FEET WEST-SOUTHWEST OF A METAL WITNESS POST SET IN
 MH0693'A RIGHT-OF-WAY FENCE, AND 28.5 FEET NORTH OF AN EAST-WEST
 MH0693'FENCE.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 MH0693'
 MH0693'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WOODWARD NO 3
 MH0693'1930, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 MH0693'WITH THE GROUND.  IT IS 34 FEET WEST OF THE CENTER OF THE
 MH0693'GRAVELED ROAD, 36 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT WEST
 MH0693'OF THE RIGHT-OF-WAY FENCE.
 MH0693'
 MH0693'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED WOODWARD NO 4
 MH0693'1930, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 MH0693'WITH THE GROUND.  IT IS 117 FEET WEST OF A FENCE CORNER, 13.5
 MH0693'FEET NORTHEAST OF THE NORTHEAST CORNER OF A CHICKEN HOUSE, AND
 MH0693'1 FOOT NORTH OF A FENCE.
 MH0693'
 MH0693'AZIMUTH MARK, A STANDARD DISK STAMPED WOODWARD 1930 1966, IS
 MH0693'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 MH0693'IT IS AT THE 1/2 SECTION LINE, 33 FEET NORTH OF THE CENTER OF
 MH0693'A GRAVELED ROAD, 18.5 FEET WEST OF THE 1/2 SECTION LINE FENCE
 MH0693'CORNER, 2 FEET EAST OF A METAL WITNESS POST, AND 1 FOOT SOUTH
 MH0693'OF A RIGHT-OF-WAY FENCE.
 MH0693'
 MH0693'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 MH0693'NORTHWEST OF WOODWARD
 MH0693
 MH0693                          STATION RECOVERY (1992)
 MH0693
 MH0693'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1992 (JEB)
 MH0693'THE DESCRIPTION PUTS THIS MARK IN A CORNFIELD, EAST-WEST FENCE HAS
 MH0693'BEEN REMOVED.  APPROXIMATELY AN 1/2 HOUR WAS SPENT LOOKING FOR MARK
 MH0693'AND REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0696 ***********************************************************************
 MH0696  DESIGNATION -  WOODWARD EPILEPTIC FARM NEW SK
 MH0696  PID         -  MH0696
 MH0696  STATE/COUNTY-  IA/BOONE
 MH0696  USGS QUAD   -  WOODWARD (1965)
 MH0696
 MH0696                         *CURRENT SURVEY CONTROL
 MH0696  ___________________________________________________________________
 MH0696* NAD 83(1996)-  41 52 26.17881(N)    093 54 41.27793(W)     ADJUSTED  
 MH0696* NAVD 88     -                                                        
 MH0696  ___________________________________________________________________
 MH0696  LAPLACE CORR-         -10.15  (seconds)                    DEFLEC99
 MH0696  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 MH0696
 MH0696  HORZ ORDER  -  THIRD
 MH0696
 MH0696.The horizontal coordinates were established by classical geodetic methods
 MH0696.and adjusted by the National Geodetic Survey in May 1999..
 MH0696
 MH0696
 MH0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0696
 MH0696.The geoid height was determined by GEOID03.
 MH0696
 MH0696;                    North         East     Units Scale Factor Converg.
 MH0696;SPC IA N     - 1,041,619.274 1,465,841.269   MT  1.00004056   -0 16 43.9
 MH0696;SPC IA S     -   208,187.390   465,842.054   MT  1.00001735   -0 16 15.7
 MH0696;UTM  15      - 4,636,181.504   424,365.390   MT  0.99967039   -0 36 30.3
 MH0696
 MH0696                          SUPERSEDED SURVEY CONTROL
 MH0696
 MH0696  NAD 83(1986)-  41 52 26.17605(N)    093 54 41.28208(W) AD(       ) 4
 MH0696  NAD 27      -  41 52 26.22520(N)    093 54 40.46457(W) AD(       ) 3
 MH0696
 MH0696.Superseded values are not recommended for survey control.
 MH0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0696.See file dsdata.txt to determine how the superseded data were derived.
 MH0696
 MH0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG2436536182(NAD 83)
 MH0696_MARKER: 63 = STACK
 MH0696
 MH0696  HISTORY     - Date     Condition        Report By
 MH0696  HISTORY     - 1966     FIRST OBSERVED   CGS
 MH0696
 MH0696                          STATION DESCRIPTION
 MH0696
 MH0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 MH0696'THE STATION IS THE TOP CENTER OF THE WOODWARD, STATE EPIPEPTIC
 MH0696'FARM STACK THAT IS LOCATED ABOUT 1 MILE NORTH OF THE CITY OF
 MH0696'WOODWARD.  THE STACK IS OF BRICK CONSTRUCTION AND IS 200 FEET
 MH0696'IN HEIGHT.
 MH0696'
 MH0696'THE STACK WAS LOCATED IN 1930 BUT THERE IS NO DESCRIPTION
 MH0696'AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0695 ***********************************************************************
 MH0695  DESIGNATION -  WOODWARD MUNICIPAL TANK
 MH0695  PID         -  MH0695
 MH0695  STATE/COUNTY-  IA/DALLAS
 MH0695  USGS QUAD   -  WOODWARD (1965)
 MH0695
 MH0695                         *CURRENT SURVEY CONTROL
 MH0695  ___________________________________________________________________
 MH0695* NAD 83(1996)-  41 51 28.23768(N)    093 55 16.89930(W)     ADJUSTED  
 MH0695* NAVD 88     -                                                        
 MH0695  ___________________________________________________________________
 MH0695  LAPLACE CORR-          -9.90  (seconds)                    DEFLEC99
 MH0695  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 MH0695
 MH0695  HORZ ORDER  -  THIRD
 MH0695
 MH0695.The horizontal coordinates were established by classical geodetic methods
 MH0695.and adjusted by the National Geodetic Survey in May 1999..
 MH0695
 MH0695
 MH0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0695
 MH0695.The geoid height was determined by GEOID03.
 MH0695
 MH0695;                    North         East     Units Scale Factor Converg.
 MH0695;SPC IA S     -   206,403.660   465,011.980   MT  1.00001408   -0 16 39.2
 MH0695;SPC IA N     - 1,039,835.611 1,465,010.925   MT  1.00004445   -0 17 08.1
 MH0695;UTM  15      - 4,634,403.305   423,525.117   MT  0.99967197   -0 36 53.4
 MH0695
 MH0695                          SUPERSEDED SURVEY CONTROL
 MH0695
 MH0695  NAD 83(1986)-  41 51 28.23490(N)    093 55 16.90304(W) AD(       ) 4
 MH0695  NAD 27      -  41 51 28.28600(N)    093 55 16.07700(W) AD(       ) 3
 MH0695
 MH0695.Superseded values are not recommended for survey control.
 MH0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0695.See file dsdata.txt to determine how the superseded data were derived.
 MH0695
 MH0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG2352534403(NAD 83)
 MH0695_MARKER: 51 = TANK
 MH0695
 MH0695  HISTORY     - Date     Condition        Report By
 MH0695  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0695
 MH0695                          STATION DESCRIPTION
 MH0695
 MH0695'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0697 ***********************************************************************
 MH0697  DESIGNATION -  WOODWARD RM A
 MH0697  PID         -  MH0697
 MH0697  STATE/COUNTY-  IA/BOONE
 MH0697  USGS QUAD   -  WOODWARD (1965)
 MH0697
 MH0697                         *CURRENT SURVEY CONTROL
 MH0697  ___________________________________________________________________
 MH0697* NAD 83(1996)-  41 52 15.14618(N)    093 57 02.89770(W)     ADJUSTED  
 MH0697* NAVD 88     -       328.30   (+/-2cm)    1077.1    (feet)  VERTCON   
 MH0697  ___________________________________________________________________
 MH0697  LAPLACE CORR-         -10.03  (seconds)                    DEFLEC99
 MH0697  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 MH0697
 MH0697  HORZ ORDER  -  FIRST
 MH0697  VERT ORDER  -  THIRD ? (See Below)
 MH0697
 MH0697.The horizontal coordinates were established by classical geodetic methods
 MH0697.and adjusted by the National Geodetic Survey in May 1999..
 MH0697
 MH0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0697.The vertical order pertains to the NGVD 29 superseded value.
 MH0697
 MH0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0697
 MH0697.The geoid height was determined by GEOID03.
 MH0697
 MH0697;                    North         East     Units Scale Factor Converg.
 MH0697;SPC IA N     - 1,041,295.530 1,462,573.687   MT  1.00004130   -0 18 19.9
 MH0697;SPC IA S     -   207,863.186   462,574.597   MT  1.00001672   -0 17 49.0
 MH0697;UTM  15      - 4,635,876.660   421,097.203   MT  0.99967661   -0 38 04.7
 MH0697
 MH0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0697!SPC IA N     -   0.99995307  x   1.00004130  =   0.99999437
 MH0697!SPC IA S     -   0.99995307  x   1.00001672  =   0.99996979
 MH0697!UTM  15      -   0.99995307  x   0.99967661  =   0.99962969
 MH0697
 MH0697|---------------------------------------------------------------------|
 MH0697| PID    Reference Object                     Distance      Geod. Az  |
 MH0697|                                                           dddmmss.s |
 MH0697| MH0693 WOODWARD                             34.084 METERS 00538     |
 MH0697| MH0696 WOODWARD EPILEPTIC FARM NEW SK      APPROX. 3.3 KM 0840211.1 |
 MH0697|---------------------------------------------------------------------|
 MH0697
 MH0697                          SUPERSEDED SURVEY CONTROL
 MH0697
 MH0697  NAD 83(1986)-  41 52 15.14383(N)    093 57 02.90229(W) AD(       ) 1
 MH0697  NAD 27      -  41 52 15.19460(N)    093 57 02.07315(W) AD(       ) 1
 MH0697  NGVD 29 (07/19/86)  328.26   (m)         1077.0    (f) LEVELING    3  
 MH0697
 MH0697.Superseded values are not recommended for survey control.
 MH0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0697.See file dsdata.txt to determine how the superseded data were derived.
 MH0697
 MH0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG2109735877(NAD 83)
 MH0697_MARKER: DS = TRIANGULATION STATION DISK
 MH0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0697+STABILITY: SURFACE MOTION
 MH0697
 MH0697  HISTORY     - Date     Condition        Report By
 MH0697  HISTORY     - 1969     MONUMENTED       CGS
 MH0697
 MH0697                          STATION DESCRIPTION
 MH0697
 MH0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 MH0697'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF PERRY, 7
 MH0697'MILES WEST OF MADRID, 2 MILES NORTHWEST OF WOODWARD AND ON
 MH0697'PROPERTY OWNED BY MR. AUGUST BODANSKY.
 MH0697'
 MH0697'THE STATION MARK IS A STANDARD TRIANGULATION STATION MARK
 MH0697'STAMPED WOODWARD RM A 1969, SET IN THE TOP OF A ROUND CONCRETE
 MH0697'MONUMENT THAT IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE
 MH0697'GROUND SURFACE.  IT IS 57 FEET NORTHWEST OF A FENCE CORNER,
 MH0697'42 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 38 FEET NORTH OF
 MH0697'A EAST-WEST FENCE LINE.
 MH0697'
 MH0697'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WOODWARD
 MH0697'1930 AND THE DISTANCE, REDUCED TO SEA LEVEL, AND THE DIRECTION ARE
 MH0697'NOTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0694 ***********************************************************************
 MH0694  DESIGNATION -  WOODWARD ST EPILEPTIC FARM TK
 MH0694  PID         -  MH0694
 MH0694  STATE/COUNTY-  IA/BOONE
 MH0694  USGS QUAD   -  WOODWARD (1965)
 MH0694
 MH0694                         *CURRENT SURVEY CONTROL
 MH0694  ___________________________________________________________________
 MH0694* NAD 83(1996)-  41 52 23.38890(N)    093 54 37.35876(W)     ADJUSTED  
 MH0694* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 MH0694  ___________________________________________________________________
 MH0694  LAPLACE CORR-         -10.15  (seconds)                    DEFLEC99
 MH0694  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 MH0694
 MH0694  HORZ ORDER  -  THIRD
 MH0694
 MH0694.The horizontal coordinates were established by classical geodetic methods
 MH0694.and adjusted by the National Geodetic Survey in May 1999..
 MH0694
 MH0694.The orthometric height was scaled from a topographic map.
 MH0694
 MH0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0694
 MH0694.The geoid height was determined by GEOID03.
 MH0694
 MH0694;                    North         East     Units Scale Factor Converg.
 MH0694;SPC IA N     - 1,041,532.755 1,465,931.228   MT  1.00004075   -0 16 41.3
 MH0694;SPC IA S     -   208,100.886   465,932.023   MT  1.00001719   -0 16 13.1
 MH0694;UTM  15      - 4,636,094.502   424,454.816   MT  0.99967023   -0 36 27.7
 MH0694
 MH0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0694!SPC IA N     -   0.99995345  x   1.00004075  =   0.99999420
 MH0694!SPC IA S     -   0.99995345  x   1.00001719  =   0.99997064
 MH0694!UTM  15      -   0.99995345  x   0.99967023  =   0.99962369
 MH0694
 MH0694                          SUPERSEDED SURVEY CONTROL
 MH0694
 MH0694  NAD 83(1986)-  41 52 23.38670(N)    093 54 37.36365(W) AD(       ) 4
 MH0694  NAD 27      -  41 52 23.43700(N)    093 54 36.53000(W) AD(       ) 3
 MH0694
 MH0694.Superseded values are not recommended for survey control.
 MH0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0694.See file dsdata.txt to determine how the superseded data were derived.
 MH0694
 MH0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG2445536095(NAD 83)
 MH0694_MARKER: 51 = TANK
 MH0694
 MH0694  HISTORY     - Date     Condition        Report By
 MH0694  HISTORY     - 1930     FIRST OBSERVED   CGS
 MH0694
 MH0694                          STATION DESCRIPTION
 MH0694
 MH0694'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0748 ***********************************************************************
 NJ0748  DESIGNATION -  WORTHINGTON S PAUL CATH CH SP
 NJ0748  PID         -  NJ0748
 NJ0748  STATE/COUNTY-  IA/DUBUQUE
 NJ0748  USGS QUAD   -  DYERSVILLE EAST (1965)
 NJ0748
 NJ0748                         *CURRENT SURVEY CONTROL
 NJ0748  ___________________________________________________________________
 NJ0748* NAD 83(1996)-  42 23 44.87422(N)    091 07 18.08403(W)     ADJUSTED  
 NJ0748* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 NJ0748  ___________________________________________________________________
 NJ0748  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 NJ0748  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 NJ0748
 NJ0748  HORZ ORDER  -  THIRD
 NJ0748
 NJ0748.The horizontal coordinates were established by classical geodetic methods
 NJ0748.and adjusted by the National Geodetic Survey in May 1999..
 NJ0748
 NJ0748.The orthometric height was scaled from a topographic map.
 NJ0748
 NJ0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0748
 NJ0748.The geoid height was determined by GEOID03.
 NJ0748
 NJ0748;                    North         East     Units Scale Factor Converg.
 NJ0748;SPC IA N     - 1,102,255.880 1,695,784.675   MT  0.99995657   +1 36 42.8
 NJ0748;UTM  15      - 4,695,431.636   654,592.033   MT  0.99989405   +1 16 00.1
 NJ0748
 NJ0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0748!SPC IA N     -   0.99995324  x   0.99995657  =   0.99990981
 NJ0748!UTM  15      -   0.99995324  x   0.99989405  =   0.99984729
 NJ0748
 NJ0748                          SUPERSEDED SURVEY CONTROL
 NJ0748
 NJ0748  NAD 83(1996)-  42 23 44.87420(N)    091 07 18.08401(W) AD(       ) 4
 NJ0748  NAD 83(1996)-  42 23 44.93512(N)    091 07 18.06772(W) AD(       ) 4
 NJ0748  NAD 83(1986)-  42 23 44.93510(N)    091 07 18.06767(W) AD(       ) 4
 NJ0748  NAD 27      -  42 23 44.80372(N)    091 07 17.57590(W) AD(       ) 3
 NJ0748
 NJ0748.Superseded values are not recommended for survey control.
 NJ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0748.See file dsdata.txt to determine how the superseded data were derived.
 NJ0748
 NJ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG5459295432(NAD 83)
 NJ0748_MARKER: 91 = CHURCH CROSS
 NJ0748
 NJ0748  HISTORY     - Date     Condition        Report By
 NJ0748  HISTORY     - 1964     FIRST OBSERVED   USGS
 NJ0748  HISTORY     - 20010331 GOOD             NGS
 NJ0748
 NJ0748                          STATION DESCRIPTION
 NJ0748
 NJ0748'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NJ0748'WORTHINGTON, ST. PAULS CATHOLIC CHURCH SPIRE CROSS, IN CITY OF
 NJ0748'WORTHINGTON, ON N. END OF RED BRICK CHURCH BUILDING.  CROSS IS ABOUT
 NJ0748'100 FT HIGH.
 NJ0748
 NJ0748                          STATION RECOVERY (2001)
 NJ0748
 NJ0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0748'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1191 ***********************************************************************
 MJ1191  DESIGNATION -  WRIGHT
 MJ1191  PID         -  MJ1191
 MJ1191  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ1191  USGS QUAD   -  ATLANTIC SW (1971)
 MJ1191
 MJ1191                         *CURRENT SURVEY CONTROL
 MJ1191  ___________________________________________________________________
 MJ1191* NAD 83(1996)-  41 19 03.01173(N)    095 10 54.06814(W)     ADJUSTED  
 MJ1191* NAVD 88     -       400.9    (meters)    1315.     (feet)  VERTCON   
 MJ1191  ___________________________________________________________________
 MJ1191  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 MJ1191  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MJ1191
 MJ1191  HORZ ORDER  -  SECOND
 MJ1191
 MJ1191.The horizontal coordinates were established by classical geodetic methods
 MJ1191.and adjusted by the National Geodetic Survey in May 1999..
 MJ1191
 MJ1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1191
 MJ1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1191
 MJ1191.The geoid height was determined by GEOID03.
 MJ1191
 MJ1191;                    North         East     Units Scale Factor Converg.
 MJ1191;SPC IA S     -   147,668.394   359,207.966   MT  0.99995043   -1 06 27.8
 MJ1191;UTM  15      - 4,576,299.857   317,394.468   MT  1.00001038   -1 26 26.9
 MJ1191
 MJ1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1191!SPC IA S     -   0.99994148  x   0.99995043  =   0.99989191
 MJ1191!UTM  15      -   0.99994148  x   1.00001038  =   0.99995186
 MJ1191
 MJ1191:                Primary Azimuth Mark                     Grid Az
 MJ1191:SPC IA S     -  LEWIS STATE PATROL RAD MAST              091 55 59.6
 MJ1191:UTM  15      -  LEWIS STATE PATROL RAD MAST              092 15 58.7
 MJ1191
 MJ1191|---------------------------------------------------------------------|
 MJ1191| PID    Reference Object                     Distance      Geod. Az  |
 MJ1191|                                                           dddmmss.s |
 MJ1191| MJ1190 LEWIS STATE PATROL RAD MAST         APPROX. 6.8 KM 0904931.8 |
 MJ1191| CL8752 WRIGHT RM 1                          23.704 METERS 19334     |
 MJ1191| MJ1201 OAKLAND NORTHERN NAT GAS RAD        APPROX. 9.9 KM 2692624.7 |
 MJ1191| CL8753 WRIGHT RM 2                          19.026 METERS 27218     |
 MJ1191|---------------------------------------------------------------------|
 MJ1191
 MJ1191                          SUPERSEDED SURVEY CONTROL
 MJ1191
 MJ1191  NAD 83(1996)-  41 19 03.01105(N)    095 10 54.09278(W) AD(       ) 2
 MJ1191  NAD 83(1986)-  41 19 03.01123(N)    095 10 54.09316(W) AD(       ) 2
 MJ1191  NAD 27      -  41 19 03.04547(N)    095 10 53.11017(W) AD(       ) 2
 MJ1191  NGVD 29 (07/19/86)  400.8    (m)         1315.     (f) VERT ANG       
 MJ1191
 MJ1191.Superseded values are not recommended for survey control.
 MJ1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1191.See file dsdata.txt to determine how the superseded data were derived.
 MJ1191
 MJ1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF1739476300(NAD 83)
 MJ1191_MARKER: DD = SURVEY DISK
 MJ1191_SETTING: 0 = UNSPECIFIED SETTING
 MJ1191
 MJ1191  HISTORY     - Date     Condition        Report By
 MJ1191  HISTORY     - 1968     MONUMENTED       USGS
 MJ1191
 MJ1191                          STATION DESCRIPTION
 MJ1191
 MJ1191'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JFS)
 MJ1191'STATION IS LOCATED ABOUT 6 MI S. AND 8.5 MI W. OF ATLANTIC, 0.8
 MJ1191'MI N. AND 5 MI W. OF LEWIS, IN THE SW. QUARTER OF SE. QUARTER
 MJ1191'SEC. 2, T. 75 N., R. 38 W., IN THE RIGHT-OF-WAY OF U.S. HWY. 6, 678
 MJ1191'FT E. OF A GRAVEL RD. CROSSING.
 MJ1191'
 MJ1191'TO REACH THE STATION FROM THE POST OFFICE AT LEWIS, DRIVE E. ON
 MJ1191'MAIN ST. FOR 0.3 MI TO JCT. WITH STATE HWY. 414, TURN LEFT AND
 MJ1191'DRIVE N. ON STATE HWY. 414 FOR 0.85 MI TO JCT. WITH U.S. HWY. 6,
 MJ1191'TURN LEFT AND DRIVE W. ON HWY. 6 FOR 5.2 MI TO TOP OF RISE AND
 MJ1191'STATION ON THE RIGHT.
 MJ1191'
 MJ1191'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED WRIGHT
 MJ1191'1968 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 MJ1191'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 MJ1191'
 MJ1191'STATION MARK IS 678 FT E.-NE. OF THE GRAVEL RD. CROSSING, 37.7 FT
 MJ1191'N. OF CENTER OF HWY. 6 AND 2.5 FT S. OF THE N. RIGHT-OF-WAY FENCE
 MJ1191'AND A METAL WITNESS POST.
 MJ1191'
 MJ1191'REFERENCE MARK 1 IS 77.77 FT (23.704 M.) S. OF STATION.  38.1 FT
 MJ1191'S. OF CENTER OF HWY. 6, 7.0 FT E. OF A WOODEN RIGHT-OF-WAY MARKER
 MJ1191'AND 1 FT N. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 MJ1191'
 MJ1191'REFERENCE MARK 2 IS 62.42 FT (19.026 M.) W. OF STATION, 39.6 FT
 MJ1191'N. OF CENTER HWY. 6 AND 1 FT S. OF N. RIGHT-OF-WAY FENCE AND A
 MJ1191'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0989 ***********************************************************************
 NJ0989  DESIGNATION -  WUNIPORT
 NJ0989  PID         -  NJ0989
 NJ0989  STATE/COUNTY-  IA/FAYETTE
 NJ0989  USGS QUAD   -  WEST UNION (1981)
 NJ0989
 NJ0989                         *CURRENT SURVEY CONTROL
 NJ0989  ___________________________________________________________________
 NJ0989* NAD 83(1996)-  42 58 46.34966(N)    091 47 22.07404(W)     ADJUSTED  
 NJ0989* NAVD 88     -       364.1    (meters)    1195.     (feet)  VERTCON   
 NJ0989  ___________________________________________________________________
 NJ0989  X           -    -145,947.005 (meters)                     COMP
 NJ0989  Y           -  -4,671,467.873 (meters)                     COMP
 NJ0989  Z           -   4,326,066.766 (meters)                     COMP
 NJ0989  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 NJ0989  ELLIP HEIGHT-         333.69  (meters)          (05/06/99) GPS OBS
 NJ0989  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 NJ0989
 NJ0989  HORZ ORDER  -  THIRD
 NJ0989  ELLP ORDER  -  FOURTH    CLASS I
 NJ0989
 NJ0989.This mark is at George L Scott Municipal Airport (3Y2)
 NJ0989
 NJ0989.The horizontal coordinates were established by GPS observations
 NJ0989.and adjusted by the National Geodetic Survey in May 1999..
 NJ0989
 NJ0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0989
 NJ0989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0989
 NJ0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0989
 NJ0989.The ellipsoidal height was determined by GPS observations
 NJ0989.and is referenced to NAD 83.
 NJ0989
 NJ0989.The geoid height was determined by GEOID03.
 NJ0989
 NJ0989;                    North         East     Units Scale Factor Converg.
 NJ0989;SPC IA N     - 1,165,755.986 1,639,509.866   MT  0.99996016   +1 09 33.5
 NJ0989;UTM  15      - 4,759,253.814   598,701.972   MT  0.99971985   +0 49 31.2
 NJ0989
 NJ0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0989!SPC IA N     -   0.99994767  x   0.99996016  =   0.99990783
 NJ0989!UTM  15      -   0.99994767  x   0.99971985  =   0.99966754
 NJ0989
 NJ0989:                Primary Azimuth Mark                     Grid Az
 NJ0989:SPC IA N     -  WUNIPORT AZ MK                           351 19 28.6
 NJ0989:UTM  15      -  WUNIPORT AZ MK                           351 39 30.9
 NJ0989
 NJ0989|---------------------------------------------------------------------|
 NJ0989| PID    Reference Object                     Distance      Geod. Az  |
 NJ0989|                                                           dddmmss.s |
 NJ0989| NJ0990 WUNIPORT AZ MK                      446.026 METERS 3522902.1 |
 NJ0989|---------------------------------------------------------------------|
 NJ0989
 NJ0989                          SUPERSEDED SURVEY CONTROL
 NJ0989
 NJ0989  NAD 83(1996)-  42 58 46.34966(N)    091 47 22.07404(W) AD(       ) 3
 NJ0989  NAD 83(1986)-  42 58 46.34304(N)    091 47 22.07482(W) AD(       ) 3
 NJ0989  NGVD 29 (07/09/90)  364.1    (m)         1195.     (f) GPS OBS        
 NJ0989
 NJ0989.Superseded values are not recommended for survey control.
 NJ0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0989.See file dsdata.txt to determine how the superseded data were derived.
 NJ0989
 NJ0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9870259254(NAD 83)
 NJ0989_MARKER: I = METAL ROD
 NJ0989_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NJ0989_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NJ0989_STAMPING: WUNIPORT 1989
 NJ0989_MARK LOGO: NGS   
 NJ0989_PROJECTION: FLUSH
 NJ0989_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0989+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NJ0989_ROD/PIPE-DEPTH: 6.3  meters
 NJ0989_SLEEVE-DEPTH  : 0.91 meters
 NJ0989
 NJ0989  HISTORY     - Date     Condition        Report By
 NJ0989  HISTORY     - 1989     MONUMENTED       NGS
 NJ0989
 NJ0989                          STATION DESCRIPTION
 NJ0989
 NJ0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NJ0989'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHEAST OF WEST UNION,
 NJ0989'AT THE GEORGE L. SCOTT MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE
 NJ0989'ENTRANCE RAMP AND RUNWAY.  OWNERSHIP--CITY OF WEST UNION, WEST UNION,
 NJ0989'IA 52175, PHONE (319) 422-3320.  THE AIRPORT MANAGER IS THE CITY
 NJ0989'ADMINISTRATOR.  NOTE--FOR ACCESS TO CHAINED GATE CALL THE CITY POLICE
 NJ0989'DEPARTMENT, PHONE (319) 422-3535.
 NJ0989'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 AND STATE
 NJ0989'HIGHWAY 150, ON THE WEST SIDE OF WEST UNION, GO EAST ON STATE HIGHWAY
 NJ0989'18 FOR 3.6 KM (2.25 MI) TO THE INTERSECTION OF A GRAVEL ROAD.  TURN
 NJ0989'LEFT, WEST, ON THE GRAVEL ROAD FOR 0.8 KM (0.50 MI) TO THE AIRPORT
 NJ0989'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON THE ENTRANCE ROAD
 NJ0989'TO A CHAINED GATE.  PASS THROUGH THE GATE ONTO THE ENTRANCE RAMP TO
 NJ0989'THE JUNCTION OF THE RUNWAY AND THE STATION ON THE RIGHT.
 NJ0989'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NJ0989'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 NJ0989'LOCATED 14.3 M (46.9 FT) EAST OF THE CENTER OF THE RUNWAY, 10.0 M
 NJ0989'(32.8 FT) NORTH OF THE CENTER OF THE ENTRANCE RAMP, 4.0 M (13.1 FT)
 NJ0989'EAST OF A RAMP LIGHT AND 3.8 M (12.5 FT) EAST OF A FIBERGLASS WITNESS
 NJ0989'POST.
 NJ0989'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NJ0989'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0990 ***********************************************************************
 NJ0990  DESIGNATION -  WUNIPORT AZ MK
 NJ0990  PID         -  NJ0990
 NJ0990  STATE/COUNTY-  IA/FAYETTE
 NJ0990  USGS QUAD   -  WEST UNION (1981)
 NJ0990
 NJ0990                         *CURRENT SURVEY CONTROL
 NJ0990  ___________________________________________________________________
 NJ0990* NAD 83(1996)-  42 59 00.67915(N)    091 47 24.64914(W)     ADJUSTED  
 NJ0990* NAVD 88     -       368.6    (meters)    1209.     (feet)  VERTCON   
 NJ0990  ___________________________________________________________________
 NJ0990  X           -    -145,996.010 (meters)                     COMP
 NJ0990  Y           -  -4,671,168.009 (meters)                     COMP
 NJ0990  Z           -   4,326,393.355 (meters)                     COMP
 NJ0990  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 NJ0990  ELLIP HEIGHT-         338.20  (meters)          (05/06/99) GPS OBS
 NJ0990  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 NJ0990
 NJ0990  HORZ ORDER  -  THIRD
 NJ0990  ELLP ORDER  -  FOURTH    CLASS I
 NJ0990
 NJ0990.This mark is at George L Scott Municipal Airport (3Y2)
 NJ0990
 NJ0990.The horizontal coordinates were established by GPS observations
 NJ0990.and adjusted by the National Geodetic Survey in May 1999..
 NJ0990
 NJ0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0990
 NJ0990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0990
 NJ0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0990
 NJ0990.The ellipsoidal height was determined by GPS observations
 NJ0990.and is referenced to NAD 83.
 NJ0990
 NJ0990.The geoid height was determined by GEOID03.
 NJ0990
 NJ0990;                    North         East     Units Scale Factor Converg.
 NJ0990;SPC IA N     - 1,166,196.891 1,639,442.591   MT  0.99996054   +1 09 31.8
 NJ0990;UTM  15      - 4,759,694.998   598,637.284   MT  0.99971969   +0 49 29.7
 NJ0990
 NJ0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0990!SPC IA N     -   0.99994697  x   0.99996054  =   0.99990751
 NJ0990!UTM  15      -   0.99994697  x   0.99971969  =   0.99966667
 NJ0990
 NJ0990:                Primary Azimuth Mark                     Grid Az
 NJ0990:SPC IA N     -  WUNIPORT                                 171 19 28.5
 NJ0990:UTM  15      -  WUNIPORT                                 171 39 30.6
 NJ0990
 NJ0990|---------------------------------------------------------------------|
 NJ0990| PID    Reference Object                     Distance      Geod. Az  |
 NJ0990|                                                           dddmmss.s |
 NJ0990| NJ0989 WUNIPORT                            446.026 METERS 1722900.3 |
 NJ0990|---------------------------------------------------------------------|
 NJ0990
 NJ0990                          SUPERSEDED SURVEY CONTROL
 NJ0990
 NJ0990  NAD 83(1996)-  42 59 00.67915(N)    091 47 24.64914(W) AD(       ) 3
 NJ0990  ELLIP H (11/21/91)  338.33   (m)                       GP(       ) 4 1
 NJ0990  NAD 83(1986)-  42 59 00.67251(N)    091 47 24.64992(W) AD(       ) 3
 NJ0990  NGVD 29 (07/09/90)  368.6    (m)         1209.     (f) GPS OBS        
 NJ0990
 NJ0990.Superseded values are not recommended for survey control.
 NJ0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0990.See file dsdata.txt to determine how the superseded data were derived.
 NJ0990
 NJ0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH9863759695(NAD 83)
 NJ0990_MARKER: I = METAL ROD
 NJ0990_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NJ0990_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NJ0990_STAMPING: WUNIPORT AZ MK 1989
 NJ0990_MARK LOGO: NGS   
 NJ0990_PROJECTION: FLUSH
 NJ0990_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0990+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NJ0990_ROD/PIPE-DEPTH: 6.3  meters
 NJ0990_SLEEVE-DEPTH  : 0.91 meters
 NJ0990
 NJ0990  HISTORY     - Date     Condition        Report By
 NJ0990  HISTORY     - 1989     MONUMENTED       NGS
 NJ0990
 NJ0990                          STATION DESCRIPTION
 NJ0990
 NJ0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NJ0990'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHEAST OF WEST UNION,
 NJ0990'AT THE GEORGE L. SCOTT MUNICIPAL AIRPORT AND ON THE EAST SIDE OF THE
 NJ0990'RUNWAY NEAR THE EIGHTH RUNWAY LIGHT NORTH OF THE JUNCTION OF THE
 NJ0990'ENTRANCE RAMP AND RUNWAY.  OWNERSHIP--CITY OF WEST UNION, WEST UNION,
 NJ0990'IA 52175, PHONE (319) 422-3320.  THE AIRPORT MANAGER IS THE CITY
 NJ0990'ADMINISTRATOR.  NOTE--FOR ACCESS TO CHAINED GATE CALL THE CITY POLICE
 NJ0990'DEPARTMENT, PHONE (319) 422-3535.
 NJ0990'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 AND STATE
 NJ0990'HIGHWAY 150, ON THE WEST SIDE OF WEST UNION, GO EAST ON STATE HIGHWAY
 NJ0990'18 FOR 3.6 KM (2.25 MI) TO THE INTERSECTION OF A GRAVEL ROAD.  TURN
 NJ0990'LEFT, WEST, ON THE GRAVEL ROAD FOR 0.8 KM (0.50 MI) TO THE AIRPORT
 NJ0990'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON THE ENTRANCE ROAD
 NJ0990'TO A CHAINED GATE.  PASS THROUGH THE GATE ONTO THE ENTRANCE RAMP TO
 NJ0990'THE JUNCTION OF THE RUNWAY.  TURN RIGHT, NORTH, ON THE RUNWAY FOR 0.45
 NJ0990'KM (0.30 MI) TO THE EIGHTH RUNWAY LIGHT AND THE STATION ON THE RIGHT.
 NJ0990'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 NJ0990'INTO THE GROUND AND ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP.
 NJ0990'LOCATED 12.5 M (41.0 FT) EAST OF THE CENTER OF THE RUNWAY, 2.5 M
 NJ0990'(8.2 FT) EAST OF THE EIGHTH RUNWAY LIGHT AND 2.0 M (6.6 FT) EAST OF A
 NJ0990'FIBERGLASS WITNESS POST.
 NJ0990'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NJ0990'DESCRIBED BY M. L. MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0034 ***********************************************************************
 LF0034  DESIGNATION -  WW 104
 LF0034  PID         -  LF0034
 LF0034  STATE/COUNTY-  IA/RINGGOLD
 LF0034  USGS QUAD   -  DIAGONAL (1981)
 LF0034
 LF0034                         *CURRENT SURVEY CONTROL
 LF0034  ___________________________________________________________________
 LF0034* NAD 83(1986)-  40 48 37.     (N)    094 20 22.     (W)     SCALED    
 LF0034* NAVD 88     -       357.646  (meters)    1173.38   (feet)  ADJUSTED  
 LF0034  ___________________________________________________________________
 LF0034  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 LF0034  DYNAMIC HT  -         357.466 (meters)    1172.79  (feet)  COMP
 LF0034  MODELED GRAV-     980,110.6   (mgal)                       NAVD 88
 LF0034
 LF0034  VERT ORDER  -  SECOND    CLASS 0
 LF0034
 LF0034.The horizontal coordinates were scaled from a topographic map and have
 LF0034.an estimated accuracy of +/- 6 seconds.
 LF0034
 LF0034.The orthometric height was determined by differential leveling
 LF0034.and adjusted by the National Geodetic Survey in June 1991..
 LF0034
 LF0034.The geoid height was determined by GEOID03.
 LF0034
 LF0034.The dynamic height is computed by dividing the NAVD 88
 LF0034.geopotential number by the normal gravity value computed on the
 LF0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0034.degrees latitude (g = 980.6199 gals.).
 LF0034
 LF0034.The modeled gravity was interpolated from observed gravity values.
 LF0034
 LF0034;                    North         East    Units  Estimated Accuracy
 LF0034;SPC IA S     -    90,320.      429,170.      MT  (+/- 180 meters Scaled)
 LF0034
 LF0034                          SUPERSEDED SURVEY CONTROL
 LF0034
 LF0034  NGVD 29 (??/??/92)  357.541  (m)         1173.03   (f) ADJ UNCH    2 0
 LF0034
 LF0034.Superseded values are not recommended for survey control.
 LF0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0034.See file dsdata.txt to determine how the superseded data were derived.
 LF0034
 LF0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF870185(NAD 83)
 LF0034_MARKER: DB = BENCH MARK DISK
 LF0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0034_SP_SET: PEDESTAL
 LF0034_STAMPING: WW 104 1935
 LF0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0034
 LF0034  HISTORY     - Date     Condition        Report By
 LF0034  HISTORY     - 1935     MONUMENTED       CGS
 LF0034
 LF0034                          STATION DESCRIPTION
 LF0034
 LF0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0034'AT DIAGONAL.
 LF0034'AT DIAGONAL, RINGGOLD COUNTY, AT THE WATER TOWER, IN THE TOP OF
 LF0034'THE SOUTHWEST CORNER OF THE CONCRETE PEDESTAL OF THE SOUTHWEST
 LF0034'LEG, AND 1 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 LF0034'WW 104 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9198 ***********************************************************************
 AE9198  DESIGNATION -  X
 AE9198  PID         -  AE9198
 AE9198  STATE/COUNTY-  IA/LINN
 AE9198  USGS QUAD   -  BERTRAM (1993)
 AE9198
 AE9198                         *CURRENT SURVEY CONTROL
 AE9198  ___________________________________________________________________
 AE9198* NAD 83(1986)-  41 53 25.     (N)    091 37 13.     (W)     SCALED    
 AE9198* NAVD 88     -       230.246  (meters)     755.40   (feet)  ADJUSTED  
 AE9198  ___________________________________________________________________
 AE9198  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 AE9198  DYNAMIC HT  -         230.159 (meters)     755.11  (feet)  COMP
 AE9198  MODELED GRAV-     980,240.3   (mgal)                       NAVD 88
 AE9198
 AE9198  VERT ORDER  -  SECOND    CLASS I
 AE9198
 AE9198.The horizontal coordinates were scaled from a topographic map and have
 AE9198.an estimated accuracy of +/- 6 seconds.
 AE9198
 AE9198.The orthometric height was determined by differential leveling
 AE9198.and adjusted by the National Geodetic Survey in July 2002..
 AE9198
 AE9198.The geoid height was determined by GEOID03.
 AE9198
 AE9198.The dynamic height is computed by dividing the NAVD 88
 AE9198.geopotential number by the normal gravity value computed on the
 AE9198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9198.degrees latitude (g = 980.6199 gals.).
 AE9198
 AE9198.The modeled gravity was interpolated from observed gravity values.
 AE9198
 AE9198;                    North         East    Units  Estimated Accuracy
 AE9198;SPC IA N     - 1,045,090.    1,656,000.      MT  (+/- 180 meters Scaled)
 AE9198
 AE9198                          SUPERSEDED SURVEY CONTROL
 AE9198
 AE9198.No superseded survey control is available for this station.
 AE9198
 AE9198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG144385(NAD 83)
 AE9198_MARKER: DB = BENCH MARK DISK
 AE9198_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE9198_SP_SET: ABUTMENT GUARDRAIL
 AE9198_STAMPING: X
 AE9198_MARK LOGO: IA-113
 AE9198_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9198+STABILITY: SURFACE MOTION
 AE9198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9198+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1998
 AE9198
 AE9198  HISTORY     - Date     Condition        Report By
 AE9198  HISTORY     - UNK      MONUMENTED       IA-113
 AE9198  HISTORY     - 19980408 GOOD             NGS
 AE9198
 AE9198                          STATION DESCRIPTION
 AE9198
 AE9198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE9198'0.2 KM (0.10 MI) WESTERLY ALONG DOWS STREET FROM THE POST OFFICE IN
 AE9198'ELY, THENCE 2.2 KM (1.35 MI) NORTHERLY ALONG STATE STREET, THENCE 1.6
 AE9198'KM (1.00 MI) WESTERLY ALONG WRIGHT BROTHERS BOULEVARD, IN TOP OF AND
 AE9198'1.9 M (6.2 FT) EAST OF THE WEST END OF THE SOUTHWEST ABUTMENT
 AE9198'GUARDRAIL OF A BOULEVARD BRIDGE, 5.0 M (16.4 FT) SOUTH OF THE
 AE9198'BOULEVARD CENTERLINE, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE
 AE9198'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0010 ***********************************************************************
 NL0010  DESIGNATION -  X 1
 NL0010  PID         -  NL0010
 NL0010  STATE/COUNTY-  IA/KOSSUTH
 NL0010  USGS QUAD   -  LU VERNE (1972)
 NL0010
 NL0010                         *CURRENT SURVEY CONTROL
 NL0010  ___________________________________________________________________
 NL0010* NAD 83(1986)-  42 55 24.     (N)    094 05 23.     (W)     SCALED    
 NL0010* NAVD 88     -       354.997  (meters)    1164.69   (feet)  ADJUSTED  
 NL0010  ___________________________________________________________________
 NL0010  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 NL0010  DYNAMIC HT  -         354.880 (meters)    1164.30  (feet)  COMP
 NL0010  MODELED GRAV-     980,280.9   (mgal)                       NAVD 88
 NL0010
 NL0010  VERT ORDER  -  FIRST     CLASS II
 NL0010
 NL0010.The horizontal coordinates were scaled from a topographic map and have
 NL0010.an estimated accuracy of +/- 6 seconds.
 NL0010
 NL0010.The orthometric height was determined by differential leveling
 NL0010.and adjusted by the National Geodetic Survey in June 1991..
 NL0010
 NL0010.The geoid height was determined by GEOID03.
 NL0010
 NL0010.The dynamic height is computed by dividing the NAVD 88
 NL0010.geopotential number by the normal gravity value computed on the
 NL0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0010.degrees latitude (g = 980.6199 gals.).
 NL0010
 NL0010.The modeled gravity was interpolated from observed gravity values.
 NL0010
 NL0010;                    North         East    Units  Estimated Accuracy
 NL0010;SPC IA N     - 1,158,270.    1,451,860.      MT  (+/- 180 meters Scaled)
 NL0010
 NL0010                          SUPERSEDED SURVEY CONTROL
 NL0010
 NL0010  NGVD 29 (??/??/92)  354.933  (m)         1164.48   (f) ADJ UNCH    1 2
 NL0010
 NL0010.Superseded values are not recommended for survey control.
 NL0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0010.See file dsdata.txt to determine how the superseded data were derived.
 NL0010
 NL0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH110528(NAD 83)
 NL0010_MARKER: DB = BENCH MARK DISK
 NL0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0010_STAMPING: 1164.476 X 1 1930
 NL0010_MARK LOGO: CGS   
 NL0010_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0010+STABILITY: SURFACE MOTION
 NL0010
 NL0010  HISTORY     - Date     Condition        Report By
 NL0010  HISTORY     - 1930     MONUMENTED       CGS
 NL0010  HISTORY     - 1934     GOOD             NGS
 NL0010  HISTORY     - 19950530 GOOD             IAHD
 NL0010
 NL0010                          STATION DESCRIPTION
 NL0010
 NL0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0010'AT LUVERNE.
 NL0010'AT LUVERNE, KOSSUTH COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NL0010'RAILWAY, 3/4 MILE NORTHWEST OF THE CROSSING OF THE MINNEAPOLIS
 NL0010'AND ST. LOUIS RAILROAD, 250 FEET NORTH OF THE INTERSECTION OF TWO
 NL0010'GRAVELED HIGHWAYS, 44 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 NL0010'4 FEET WEST OF THE WEST FENCE OF A ROAD FENCED 64 FEET WIDE, AND
 NL0010'19 FEET SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED 1164.476
 NL0010'X 1 1930 AND SET IN THE TOP OF A CONCRETE POST.
 NL0010
 NL0010                          STATION RECOVERY (1995)
 NL0010
 NL0010'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1995
 NL0010'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0099 ***********************************************************************
 NL0099  DESIGNATION -  X 101
 NL0099  PID         -  NL0099
 NL0099  STATE/COUNTY-  IA/GREENE
 NL0099  USGS QUAD   -  JEFFERSON WEST (1986)
 NL0099
 NL0099                         *CURRENT SURVEY CONTROL
 NL0099  ___________________________________________________________________
 NL0099* NAD 83(1986)-  42 03 30.     (N)    094 25 02.     (W)     SCALED    
 NL0099* NAVD 88     -       322.836  (meters)    1059.17   (feet)  ADJUSTED  
 NL0099  ___________________________________________________________________
 NL0099  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 NL0099  DYNAMIC HT  -         322.743 (meters)    1058.87  (feet)  COMP
 NL0099  MODELED GRAV-     980,324.8   (mgal)                       NAVD 88
 NL0099
 NL0099  VERT ORDER  -  SECOND    CLASS 0
 NL0099
 NL0099.The horizontal coordinates were scaled from a topographic map and have
 NL0099.an estimated accuracy of +/- 6 seconds.
 NL0099
 NL0099.The orthometric height was determined by differential leveling
 NL0099.and adjusted by the National Geodetic Survey in June 1991..
 NL0099
 NL0099.The geoid height was determined by GEOID03.
 NL0099
 NL0099.The dynamic height is computed by dividing the NAVD 88
 NL0099.geopotential number by the normal gravity value computed on the
 NL0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0099.degrees latitude (g = 980.6199 gals.).
 NL0099
 NL0099.The modeled gravity was interpolated from observed gravity values.
 NL0099
 NL0099;                    North         East    Units  Estimated Accuracy
 NL0099;SPC IA N     - 1,062,430.    1,424,080.      MT  (+/- 180 meters Scaled)
 NL0099
 NL0099                          SUPERSEDED SURVEY CONTROL
 NL0099
 NL0099  NGVD 29 (??/??/92)  322.805  (m)         1059.07   (f) ADJ UNCH    2 0
 NL0099
 NL0099.Superseded values are not recommended for survey control.
 NL0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0099.See file dsdata.txt to determine how the superseded data were derived.
 NL0099
 NL0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG827572(NAD 83)
 NL0099_MARKER: DB = BENCH MARK DISK
 NL0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0099_STAMPING: X 101 1935
 NL0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0099+STABILITY: SURFACE MOTION
 NL0099
 NL0099  HISTORY     - Date     Condition        Report By
 NL0099  HISTORY     - 1935     MONUMENTED       CGS
 NL0099  HISTORY     - 19850507 MARK NOT FOUND   USPSQD
 NL0099
 NL0099                          STATION DESCRIPTION
 NL0099
 NL0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0099'1.8 MI SE FROM FARLIN.
 NL0099'1.8 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0099'PACIFIC RAILROAD FROM THE STATION AT FARLIN, GREENE COUNTY,
 NL0099'AT A ROAD CROSSING, 45 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NL0099'TRACK, 42 FEET WEST OF THE CENTERLINE OF THE ROAD, 14 FEET
 NL0099'NORTHWEST OF A FENCE CORNER, AND 1 FOOT NORTHEAST OF THE FENCE
 NL0099'LINE.  A STANDARD DISK, STAMPED X 101 1935 AND SET IN THE TOP
 NL0099'OF A CONCRETE POST.
 NL0099
 NL0099                          STATION RECOVERY (1985)
 NL0099
 NL0099'RECOVERY NOTE BY US POWER SQUADRON 1985 (JWS)
 NL0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0059 ***********************************************************************
 MJ0059  DESIGNATION -  X 102
 MJ0059  PID         -  MJ0059
 MJ0059  STATE/COUNTY-  IA/GUTHRIE
 MJ0059  USGS QUAD   -  MENLO (1982)
 MJ0059
 MJ0059                         *CURRENT SURVEY CONTROL
 MJ0059  ___________________________________________________________________
 MJ0059* NAD 83(1986)-  41 35 36.     (N)    094 24 08.     (W)     SCALED    
 MJ0059* NAVD 88     -       316.261  (meters)    1037.60   (feet)  ADJUSTED  
 MJ0059  ___________________________________________________________________
 MJ0059  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 MJ0059  DYNAMIC HT  -         316.145 (meters)    1037.22  (feet)  COMP
 MJ0059  MODELED GRAV-     980,248.2   (mgal)                       NAVD 88
 MJ0059
 MJ0059  VERT ORDER  -  SECOND    CLASS 0
 MJ0059
 MJ0059.The horizontal coordinates were scaled from a topographic map and have
 MJ0059.an estimated accuracy of +/- 6 seconds.
 MJ0059
 MJ0059.The orthometric height was determined by differential leveling
 MJ0059.and adjusted by the National Geodetic Survey in June 1991..
 MJ0059
 MJ0059.The geoid height was determined by GEOID03.
 MJ0059
 MJ0059.The dynamic height is computed by dividing the NAVD 88
 MJ0059.geopotential number by the normal gravity value computed on the
 MJ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0059.degrees latitude (g = 980.6199 gals.).
 MJ0059
 MJ0059.The modeled gravity was interpolated from observed gravity values.
 MJ0059
 MJ0059;                    North         East    Units  Estimated Accuracy
 MJ0059;SPC IA S     -   177,330.      424,780.      MT  (+/- 180 meters Scaled)
 MJ0059
 MJ0059                          SUPERSEDED SURVEY CONTROL
 MJ0059
 MJ0059  NGVD 29 (??/??/92)  316.217  (m)         1037.46   (f) ADJ UNCH    2 0
 MJ0059
 MJ0059.Superseded values are not recommended for survey control.
 MJ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0059.See file dsdata.txt to determine how the superseded data were derived.
 MJ0059
 MJ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG831055(NAD 83)
 MJ0059_MARKER: DB = BENCH MARK DISK
 MJ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0059_STAMPING: X 102 1935
 MJ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0059+STABILITY: SURFACE MOTION
 MJ0059
 MJ0059  HISTORY     - Date     Condition        Report By
 MJ0059  HISTORY     - 1935     MONUMENTED       CGS
 MJ0059  HISTORY     - 1942     GOOD             NGS
 MJ0059  HISTORY     - 1980     GOOD             USGS
 MJ0059
 MJ0059                          STATION DESCRIPTION
 MJ0059
 MJ0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MJ0059'AT GLENDON.
 MJ0059'AT GLENDON, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 MJ0059'DIRECTLY ACROSS THE TRACK FROM THE STATION, 48 FEET WEST OF THE
 MJ0059'CENTERLINE OF THE TRACK, 8 FEET NORTH OF THE NORTH END OF A
 MJ0059'GATE, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MJ0059'X 102 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MJ0059
 MJ0059                          STATION RECOVERY (1980)
 MJ0059
 MJ0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0059'AT GLENDON, (ABOUT 5 MILES (AIRLINE) NORTH OF MENLO, IN N/2 SEC 3, T
 MJ0059'78 N, R 31 W), ABOUT 480 FT N OF T-RD E, 66 FT N AND 180 FT OF RD FEN
 MJ0059'E, 45 FT WSW OF TRAIL (OLD RR GRADE), DIRECTLY ACROSS OLD GRADE FROM
 MJ0059'CONCRETE RETAINING WALL (OLD STATION SITE), 1 FT E OF WEST ROW FEN, 1
 MJ0059'FT S OF METAL WITNESS SIGN ON STEEL POST SET IN TOP OF CONC POST, A
 MJ0059'STD DISK STAMPED "X 102 1935."
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0136 ***********************************************************************
 MJ0136  CBN         -  This is a Cooperative Base Network Control Station.
 MJ0136  DESIGNATION -  X 103
 MJ0136  PID         -  MJ0136
 MJ0136  STATE/COUNTY-  IA/ADAIR
 MJ0136  USGS QUAD   -  GREENFIELD (1983)
 MJ0136
 MJ0136                         *CURRENT SURVEY CONTROL
 MJ0136  ___________________________________________________________________
 MJ0136* NAD 83(1996)-  41 16 56.95990(N)    094 27 46.16772(W)     ADJUSTED  
 MJ0136* NAVD 88     -       416.462  (meters)    1366.34   (feet)  ADJUSTED  
 MJ0136  ___________________________________________________________________
 MJ0136  X           -    -373,517.522 (meters)                     COMP
 MJ0136  Y           -  -4,785,686.904 (meters)                     COMP
 MJ0136  Z           -   4,186,304.289 (meters)                     COMP
 MJ0136  LAPLACE CORR-          -6.52  (seconds)                    DEFLEC99
 MJ0136  ELLIP HEIGHT-         386.46  (meters)          (06/15/04) GPS OBS
 MJ0136  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 MJ0136  DYNAMIC HT  -         416.262 (meters)    1365.69  (feet)  COMP
 MJ0136  MODELED GRAV-     980,131.4   (mgal)                       NAVD 88
 MJ0136
 MJ0136  HORZ ORDER  -  B
 MJ0136  VERT ORDER  -  SECOND    CLASS 0
 MJ0136  ELLP ORDER  -  FOURTH    CLASS I
 MJ0136
 MJ0136.The horizontal coordinates were established by GPS observations
 MJ0136.and adjusted by the National Geodetic Survey in August 1997..
 MJ0136
 MJ0136.The orthometric height was determined by differential leveling
 MJ0136.and adjusted by the National Geodetic Survey in June 1991..
 MJ0136
 MJ0136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ0136
 MJ0136.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0136
 MJ0136.The ellipsoidal height was determined by GPS observations
 MJ0136.and is referenced to NAD 83.
 MJ0136
 MJ0136.The geoid height was determined by GEOID03.
 MJ0136
 MJ0136.The dynamic height is computed by dividing the NAVD 88
 MJ0136.geopotential number by the normal gravity value computed on the
 MJ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0136.degrees latitude (g = 980.6199 gals.).
 MJ0136
 MJ0136.The modeled gravity was interpolated from observed gravity values.
 MJ0136
 MJ0136;                    North         East     Units Scale Factor Converg.
 MJ0136;SPC IA S     -   142,865.249   419,345.173   MT  0.99994938   -0 38 03.2
 MJ0136;UTM  15      - 4,571,148.641   377,499.241   MT  0.99978468   -0 57 54.9
 MJ0136
 MJ0136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0136!SPC IA S     -   0.99993939  x   0.99994938  =   0.99988877
 MJ0136!UTM  15      -   0.99993939  x   0.99978468  =   0.99972408
 MJ0136
 MJ0136                          SUPERSEDED SURVEY CONTROL
 MJ0136
 MJ0136  ELLIP H (08/25/97)  386.50   (m)                       GP(       ) 4 1
 MJ0136  NAD 83(1986)-  41 16 56.95601(N)    094 27 46.15781(W) AD(       ) 3
 MJ0136  NAVD 88 (08/25/97)  416.46   (m)         1366.3    (f) LEVELING    3  
 MJ0136  NGVD 29 (??/??/92)  416.333  (m)         1365.92   (f) ADJ UNCH    2 0
 MJ0136
 MJ0136.Superseded values are not recommended for survey control.
 MJ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0136.See file dsdata.txt to determine how the superseded data were derived.
 MJ0136
 MJ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF7749971149(NAD 83)
 MJ0136_MARKER: DB = BENCH MARK DISK
 MJ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0136_SP_SET: CONCRETE POST
 MJ0136_STAMPING: X 103 1935
 MJ0136_MARK LOGO: CGS   
 MJ0136_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0136+STABILITY: SURFACE MOTION
 MJ0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0136+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 MJ0136
 MJ0136  HISTORY     - Date     Condition        Report By
 MJ0136  HISTORY     - 1935     MONUMENTED       CGS
 MJ0136  HISTORY     - 1980     GOOD             LOCSUR
 MJ0136  HISTORY     - 1984     GOOD             LOCENG
 MJ0136  HISTORY     - 19890707 GOOD             NGS
 MJ0136  HISTORY     - 19960925 GOOD             NGS
 MJ0136  HISTORY     - 20020308 GOOD             JCLS
 MJ0136  HISTORY     - 20020315 GOOD             JCLS
 MJ0136  HISTORY     - 20031105 GOOD             JCLS
 MJ0136
 MJ0136                          STATION DESCRIPTION
 MJ0136
 MJ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0136'1.1 MI S FROM GREENFIELD.
 MJ0136'1.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0136'FROM THE STATION AT GREENFIELD, ADAIR COUNTY, AT MILEPOST 20,
 MJ0136'AT A ROAD CROSSING, 45 FEET SOUTH OF THE CENTERLINE OF THE
 MJ0136'TRACK, 36 FEET WEST OF THE CENTERLINE OF THE ROAD, 5 FEET
 MJ0136'NORTHWEST OF A FENCE CORNER, IN LINE WITH A ROW OF POLES, AND
 MJ0136'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED X 103 1935
 MJ0136'AND SET IN THE TOP OF A CONCRETE POST.
 MJ0136
 MJ0136                          STATION RECOVERY (1980)
 MJ0136
 MJ0136'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 MJ0136'RECOVERED IN GOOD CONDITION.
 MJ0136
 MJ0136                          STATION RECOVERY (1984)
 MJ0136
 MJ0136'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 MJ0136'RECOVERED IN GOOD CONDITION.
 MJ0136
 MJ0136                          STATION RECOVERY (1989)
 MJ0136
 MJ0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0136'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) (1.55 MI) SOUTH OF
 MJ0136'GREENFIELD AND AT THE JUNCTION OF A GRAVEL ROAD AND RAILROAD CROSSING.
 MJ0136'OWNERSHIP--BURLINGTON AND NORTHERN RAILROAD, 210 NORTH ILLINOIS,
 MJ0136'PRAIRIE DU CHIEN, WI 53821, PHONE 608-326-6714.
 MJ0136'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 92 IN
 MJ0136'GREENFIELD, GO SOUTH ON STATE HIGHWAY 25 FOR 2.6 KM (1.60 MI) TO THE
 MJ0136'JUNCTION OF A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON THE
 MJ0136'GRAVEL ROAD FOR 0.8 KM (0.50 MI) TO THE JUNCTION OF A GRAVEL ROAD ON
 MJ0136'THE RIGHT.  TURN RIGHT, NORTH, ON THE GRAVEL ROAD FOR 0.3 KM
 MJ0136'(0.20 MI) TO A RAILROAD CROSSING AND THE STATION ON THE LEFT ON SOUTH
 MJ0136'SIDE OF THE TRACKS.
 MJ0136'THE STATION IS A STANDARD CGS BENCHMARK DISK FLUSH WITH THE GROUND.
 MJ0136'LOCATED 12.9 M (42.3 FT) SOUTH-SOUTHEAST OF THE SOUTH RAIL OF THE
 MJ0136'TRACKS, 10.8 M (35.4 FT) WEST OF THE CENTER OF THE GRAVEL ROAD, 0.7 M
 MJ0136'(2.3 FT) SOUTH OF A METAL WITNESS POST AND 0.2 M (0.7 FT) EAST OF A
 MJ0136'FIBERGLASS WITNESS POST.
 MJ0136'DESCRIBED BY M. L. MCCREADY.
 MJ0136
 MJ0136                          STATION RECOVERY (1996)
 MJ0136
 MJ0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH)
 MJ0136'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTH OF GREENFIELD,
 MJ0136'IA., AT THE JUNCTION OF A GRAVEL ROAD AND RAILROAD CROSSING.
 MJ0136'OWNERSHIP--BURLINGTON AND NORTHERN RAILROAD, 210 NORTH ILLINOIS,
 MJ0136'PRAIRIE DU CHIEN, WI.  53821.  PHONE 608-326-6714.  NOTE--THIS STATION
 MJ0136'IS A (CBN/HARN SECOND ORDER VERTICAL BENCH MARK TIE) TO CRESTON
 MJ0136'MUNICIPAL AIRPORT, (CSQ) .  TO REACH THE STATION FROM THE JUNCTION OF
 MJ0136'STATE HIGHWAYS 25 AND 92 IN GREENFIELD, GO SOUTH, 2.6 KM (1.60 MI)
 MJ0136'ALONG HIGHWAY 25 TO THE JUNCTION OF A GRAVEL ROAD ON THE RIGHT.  TURN
 MJ0136'RIGHT, WEST, 0.8 KM (0.50 MI) ALONG THE ROAD TO THE JUNCTION OF A
 MJ0136'GRAVEL ROAD ON THE RIGHT.  TURN RIGHT, NORTH, 0.3 KM (0.20 MI) ALONG
 MJ0136'THE ROAD TO A RAILROAD CROSSING AND THE STATION ON THE LEFT JUST
 MJ0136'BEFORE THE CROSSING, ON THE SOUTH SIDE OF THE TRACKS. STATION IS 13.0
 MJ0136'M (42.7 FT) SOUTH-SOUTHEAST OF THE TRACKS NEAR RAIL, 11.2 M (36.7 FT)
 MJ0136'WEST OF THE ROAD CENTER, 1.5 M (4.9 FT) WEST OF A METAL WITNESS POST,
 MJ0136'0.6 M (2.0 FT) NORTH OF A (PINK) IOWA STATE GEODETIC SURVEY
 MJ0136'MARKER/HARN STATION WITNESS POST, 0.1 M (0.3 FT) EAST OF A WITNESS
 MJ0136'POST, AND THE MONUMENT IS ABOUT LEVEL WITH THE ROAD CENTER AND
 MJ0136'PROJECTING ABOUT 5-CM ABOVE THE GROUND SURFACE.  BY R.G. HAYES
 MJ0136
 MJ0136                          STATION RECOVERY (2002)
 MJ0136
 MJ0136'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 MJ0136'DESCRIPTION IS ADEQUATE
 MJ0136
 MJ0136                          STATION RECOVERY (2002)
 MJ0136
 MJ0136'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MJ0136'RECOVERED IN GOOD CONDITION.
 MJ0136
 MJ0136                          STATION RECOVERY (2003)
 MJ0136
 MJ0136'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 MJ0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0035 ***********************************************************************
 LF0035  DESIGNATION -  X 104
 LF0035  PID         -  LF0035
 LF0035  STATE/COUNTY-  IA/RINGGOLD
 LF0035  USGS QUAD   -  DIAGONAL (1981)
 LF0035
 LF0035                         *CURRENT SURVEY CONTROL
 LF0035  ___________________________________________________________________
 LF0035* NAD 83(1986)-  40 49 48.     (N)    094 18 00.     (W)     SCALED    
 LF0035* NAVD 88     -       337.204  (meters)    1106.31   (feet)  ADJUSTED  
 LF0035  ___________________________________________________________________
 LF0035  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LF0035  DYNAMIC HT  -         337.034 (meters)    1105.75  (feet)  COMP
 LF0035  MODELED GRAV-     980,111.8   (mgal)                       NAVD 88
 LF0035
 LF0035  VERT ORDER  -  SECOND    CLASS 0
 LF0035
 LF0035.The horizontal coordinates were scaled from a topographic map and have
 LF0035.an estimated accuracy of +/- 6 seconds.
 LF0035
 LF0035.The orthometric height was determined by differential leveling
 LF0035.and adjusted by the National Geodetic Survey in June 1991..
 LF0035
 LF0035.The geoid height was determined by GEOID03.
 LF0035
 LF0035.The dynamic height is computed by dividing the NAVD 88
 LF0035.geopotential number by the normal gravity value computed on the
 LF0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0035.degrees latitude (g = 980.6199 gals.).
 LF0035
 LF0035.The modeled gravity was interpolated from observed gravity values.
 LF0035
 LF0035;                    North         East    Units  Estimated Accuracy
 LF0035;SPC IA S     -    92,480.      432,520.      MT  (+/- 180 meters Scaled)
 LF0035
 LF0035                          SUPERSEDED SURVEY CONTROL
 LF0035
 LF0035  NGVD 29 (??/??/92)  337.099  (m)         1105.97   (f) ADJ UNCH    2 0
 LF0035
 LF0035.Superseded values are not recommended for survey control.
 LF0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0035.See file dsdata.txt to determine how the superseded data were derived.
 LF0035
 LF0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF903206(NAD 83)
 LF0035_MARKER: DB = BENCH MARK DISK
 LF0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0035_SP_SET: CULVERT
 LF0035_STAMPING: X 104 1935
 LF0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0035
 LF0035  HISTORY     - Date     Condition        Report By
 LF0035  HISTORY     - 1935     MONUMENTED       CGS
 LF0035  HISTORY     - 1978     GOOD             USGS
 LF0035
 LF0035                          STATION DESCRIPTION
 LF0035
 LF0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0035'2.7 MI NE FROM DIAGONAL.
 LF0035'2.7 MILES NORTHEAST ALONG THE MOUNT AYR ROAD (COUNTY ROAD C)
 LF0035'FROM THE WATER TOWER AT DIAGONAL, RINGGOLD COUNTY, AT A 6-BY-6-FOOT
 LF0035'CONCRETE BOX CULVERT, IN THE CENTER OF THE TOP OF THE SOUTH
 LF0035'HEADWALL, 39 FEET WEST OF THE CENTERLINE OF A SIDE ROAD LEADING
 LF0035'NORTH, 18 FEET SOUTH OF THE CENTERLINE OF A SIDE ROAD LEADING
 LF0035'NORTH, 18 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD, AND
 LF0035'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED X 104 1935.
 LF0035
 LF0035                          STATION RECOVERY (1978)
 LF0035
 LF0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LF0035'DIAGONAL 2 MILE NORTH, 2 MILE EAST OF NEAR 1/4 COR SECS 27-28
 LF0035'T70N-R30W. 18 FT SOUTH 39 FT WEST AND 1.0 LOWER THAN T-RD NORTH. SET
 LF0035'IN CENTER OF SOUTH HEADWALL OF A 6X6 FOOT CONCRETE BOX CULVERT. A STD
 LF0035'DISK STAMPED X 104 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0194 ***********************************************************************
 LF0194  DESIGNATION -  X 105
 LF0194  PID         -  LF0194
 LF0194  STATE/COUNTY-  IA/TAYLOR
 LF0194  USGS QUAD   -  BEDFORD (1980)
 LF0194
 LF0194                         *CURRENT SURVEY CONTROL
 LF0194  ___________________________________________________________________
 LF0194* NAD 83(1986)-  40 44 23.     (N)    094 38 17.     (W)     SCALED    
 LF0194* NAVD 88     -       345.417  (meters)    1133.26   (feet)  ADJUSTED  
 LF0194  ___________________________________________________________________
 LF0194  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 LF0194  DYNAMIC HT  -         345.239 (meters)    1132.67  (feet)  COMP
 LF0194  MODELED GRAV-     980,099.1   (mgal)                       NAVD 88
 LF0194
 LF0194  VERT ORDER  -  SECOND    CLASS 0
 LF0194
 LF0194.The horizontal coordinates were scaled from a topographic map and have
 LF0194.an estimated accuracy of +/- 6 seconds.
 LF0194
 LF0194.The orthometric height was determined by differential leveling
 LF0194.and adjusted by the National Geodetic Survey in June 1991..
 LF0194
 LF0194.The geoid height was determined by GEOID03.
 LF0194
 LF0194.The dynamic height is computed by dividing the NAVD 88
 LF0194.geopotential number by the normal gravity value computed on the
 LF0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0194.degrees latitude (g = 980.6199 gals.).
 LF0194
 LF0194.The modeled gravity was interpolated from observed gravity values.
 LF0194
 LF0194;                    North         East    Units  Estimated Accuracy
 LF0194;SPC IA S     -    82,770.      403,880.      MT  (+/- 180 meters Scaled)
 LF0194
 LF0194                          SUPERSEDED SURVEY CONTROL
 LF0194
 LF0194  NGVD 29 (??/??/92)  345.301  (m)         1132.88   (f) ADJ UNCH    2 0
 LF0194
 LF0194.Superseded values are not recommended for survey control.
 LF0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0194.See file dsdata.txt to determine how the superseded data were derived.
 LF0194
 LF0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF616111(NAD 83)
 LF0194_MARKER: DB = BENCH MARK DISK
 LF0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0194_STAMPING: X 105 1935
 LF0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0194+STABILITY: SURFACE MOTION
 LF0194
 LF0194  HISTORY     - Date     Condition        Report By
 LF0194  HISTORY     - 1935     MONUMENTED       CGS
 LF0194  HISTORY     - 1979     MARK NOT FOUND   NGS
 LF0194
 LF0194                          STATION DESCRIPTION
 LF0194
 LF0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0194'1.1 MI SW FROM CONWAY.
 LF0194'1.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0194'RAILROAD FROM THE STATION AT CONWAY, TAYLOR COUNTY, 3 POLES
 LF0194'WEST OF BRIDGE 28.54, AT A ROAD CROSSING, 46 FEET SOUTH OF THE
 LF0194'CENTERLINE OF THE TRACK, 15 FEET EAST OF THE CENTERLINE OF THE
 LF0194'ROAD, 5 FEET NORTHWEST OF A FENCE CORNER, IN LINE WITH A ROW
 LF0194'OF POLES, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 LF0194'STAMPED X 105 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0194
 LF0194                          STATION RECOVERY (1979)
 LF0194
 LF0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LF0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0178 ***********************************************************************
 LF0178  DESIGNATION -  X 106
 LF0178  PID         -  LF0178
 LF0178  STATE/COUNTY-  IA/TAYLOR
 LF0178  USGS QUAD   -  NEW MARKET (1980)
 LF0178
 LF0178                         *CURRENT SURVEY CONTROL
 LF0178  ___________________________________________________________________
 LF0178* NAD 83(1986)-  40 44 29.     (N)    094 55 47.     (W)     SCALED    
 LF0178* NAVD 88     -       344.943  (meters)    1131.70   (feet)  ADJUSTED  
 LF0178  ___________________________________________________________________
 LF0178  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 LF0178  DYNAMIC HT  -         344.763 (meters)    1131.11  (feet)  COMP
 LF0178  MODELED GRAV-     980,095.2   (mgal)                       NAVD 88
 LF0178
 LF0178  VERT ORDER  -  SECOND    CLASS 0
 LF0178
 LF0178.The horizontal coordinates were scaled from a topographic map and have
 LF0178.an estimated accuracy of +/- 6 seconds.
 LF0178
 LF0178.The orthometric height was determined by differential leveling
 LF0178.and adjusted by the National Geodetic Survey in June 1991..
 LF0178
 LF0178.The geoid height was determined by GEOID03.
 LF0178
 LF0178.The dynamic height is computed by dividing the NAVD 88
 LF0178.geopotential number by the normal gravity value computed on the
 LF0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0178.degrees latitude (g = 980.6199 gals.).
 LF0178
 LF0178.The modeled gravity was interpolated from observed gravity values.
 LF0178
 LF0178;                    North         East    Units  Estimated Accuracy
 LF0178;SPC IA S     -    83,320.      379,250.      MT  (+/- 180 meters Scaled)
 LF0178
 LF0178                          SUPERSEDED SURVEY CONTROL
 LF0178
 LF0178  NGVD 29 (??/??/92)  344.827  (m)         1131.32   (f) ADJ UNCH    2 0
 LF0178
 LF0178.Superseded values are not recommended for survey control.
 LF0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0178.See file dsdata.txt to determine how the superseded data were derived.
 LF0178
 LF0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF370118(NAD 83)
 LF0178_MARKER: DB = BENCH MARK DISK
 LF0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0178_STAMPING: X 106 1935
 LF0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0178+STABILITY: SURFACE MOTION
 LF0178
 LF0178  HISTORY     - Date     Condition        Report By
 LF0178  HISTORY     - 1935     MONUMENTED       CGS
 LF0178  HISTORY     - 1984     MARK NOT FOUND   NGS
 LF0178
 LF0178                          STATION DESCRIPTION
 LF0178
 LF0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0178'1.5 MI W FROM NEW MARKET.
 LF0178'1.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0178'FROM THE STATION AT NEW MARKET, TAYLOR COUNTY, AT POLE 216+05,
 LF0178'AT A PRIVATE ROAD CROSSING, 36 FEET SOUTH OF THE CENTERLINE OF
 LF0178'THE TRACK, 10 FEET WEST OF THE CENTERLINE OF THE ROAD, 9 FEET
 LF0178'NORTH OF THE RIGHT OF WAY FENCE, AND 2-1/2 FEET LOWER THAN THE
 LF0178'TRACK.  A STANDARD DISK, STAMPED X 106 1935 AND SET IN THE
 LF0178'TOP OF A CONCRETE POST.
 LF0178
 LF0178                          STATION RECOVERY (1984)
 LF0178
 LF0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0290 ***********************************************************************
 LF0290  DESIGNATION -  X 107
 LF0290  PID         -  LF0290
 LF0290  STATE/COUNTY-  IA/PAGE
 LF0290  USGS QUAD   -  CLARINDA NORTH (1978)
 LF0290
 LF0290                         *CURRENT SURVEY CONTROL
 LF0290  ___________________________________________________________________
 LF0290* NAD 83(1986)-  40 48 47.     (N)    095 00 33.     (W)     SCALED    
 LF0290* NAVD 88     -       305.715  (meters)    1003.00   (feet)  ADJUSTED  
 LF0290  ___________________________________________________________________
 LF0290  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LF0290  DYNAMIC HT  -         305.555 (meters)    1002.48  (feet)  COMP
 LF0290  MODELED GRAV-     980,094.6   (mgal)                       NAVD 88
 LF0290
 LF0290  VERT ORDER  -  SECOND    CLASS 0
 LF0290
 LF0290.The horizontal coordinates were scaled from a topographic map and have
 LF0290.an estimated accuracy of +/- 6 seconds.
 LF0290
 LF0290.The orthometric height was determined by differential leveling
 LF0290.and adjusted by the National Geodetic Survey in June 1991..
 LF0290
 LF0290.The geoid height was determined by GEOID03.
 LF0290
 LF0290.The dynamic height is computed by dividing the NAVD 88
 LF0290.geopotential number by the normal gravity value computed on the
 LF0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0290.degrees latitude (g = 980.6199 gals.).
 LF0290
 LF0290.The modeled gravity was interpolated from observed gravity values.
 LF0290
 LF0290;                    North         East    Units  Estimated Accuracy
 LF0290;SPC IA S     -    91,390.      372,680.      MT  (+/- 180 meters Scaled)
 LF0290
 LF0290                          SUPERSEDED SURVEY CONTROL
 LF0290
 LF0290  NGVD 29 (??/??/92)  305.607  (m)         1002.65   (f) ADJ UNCH    2 0
 LF0290
 LF0290.Superseded values are not recommended for survey control.
 LF0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0290.See file dsdata.txt to determine how the superseded data were derived.
 LF0290
 LF0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF305199(NAD 83)
 LF0290_MARKER: DB = BENCH MARK DISK
 LF0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0290_STAMPING: X 107 1935
 LF0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0290+STABILITY: SURFACE MOTION
 LF0290
 LF0290  HISTORY     - Date     Condition        Report By
 LF0290  HISTORY     - 1935     MONUMENTED       CGS
 LF0290  HISTORY     - 1941     GOOD             NGS
 LF0290  HISTORY     - 1974     POOR             DOD
 LF0290  HISTORY     - 1976     POOR             USGS
 LF0290
 LF0290                          STATION DESCRIPTION
 LF0290
 LF0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0290'2.4 MI S FROM HEPBURN.
 LF0290'2.4 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0290'FROM THE STATION AT HEPBURN, PAGE COUNTY, AT POLE 58+03, AT A
 LF0290'ROAD CROSSING, 43 FEET EAST OF THE CENTERLINE OF THE TRACK,
 LF0290'42 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 8 FEET SOUTHEAST
 LF0290'OF A POLE, 5 FEET WEST OF A FENCE LINE, AND 2 FEET LOWER THAN
 LF0290'THE TRACK.  A STANDARD DISK, STAMPED X 107 1935 AND SET IN THE
 LF0290'TOP OF A CONCRETE POST.
 LF0290
 LF0290                          STATION RECOVERY (1974)
 LF0290
 LF0290'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974
 LF0290'MARK RECOVERED IN POOR CONDITION.
 LF0290
 LF0290                          STATION RECOVERY (1976)
 LF0290
 LF0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0290'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0208 ***********************************************************************
 LF0208  DESIGNATION -  X 108
 LF0208  PID         -  LF0208
 LF0208  STATE/COUNTY-  IA/ADAMS
 LF0208  USGS QUAD   -  BROOKS (1980)
 LF0208
 LF0208                         *CURRENT SURVEY CONTROL
 LF0208  ___________________________________________________________________
 LF0208* NAD 83(1986)-  40 58 23.     (N)    094 45 47.     (W)     SCALED    
 LF0208* NAVD 88     -       339.193  (meters)    1112.84   (feet)  ADJUSTED  
 LF0208  ___________________________________________________________________
 LF0208  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LF0208  DYNAMIC HT  -         339.018 (meters)    1112.26  (feet)  COMP
 LF0208  MODELED GRAV-     980,100.9   (mgal)                       NAVD 88
 LF0208
 LF0208  VERT ORDER  -  SECOND    CLASS 0
 LF0208
 LF0208.The horizontal coordinates were scaled from a topographic map and have
 LF0208.an estimated accuracy of +/- 6 seconds.
 LF0208
 LF0208.The orthometric height was determined by differential leveling
 LF0208.and adjusted by the National Geodetic Survey in June 1991..
 LF0208
 LF0208.The geoid height was determined by GEOID03.
 LF0208
 LF0208.The dynamic height is computed by dividing the NAVD 88
 LF0208.geopotential number by the normal gravity value computed on the
 LF0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0208.degrees latitude (g = 980.6199 gals.).
 LF0208
 LF0208.The modeled gravity was interpolated from observed gravity values.
 LF0208
 LF0208;                    North         East    Units  Estimated Accuracy
 LF0208;SPC IA S     -   108,830.      393,700.      MT  (+/- 180 meters Scaled)
 LF0208
 LF0208                          SUPERSEDED SURVEY CONTROL
 LF0208
 LF0208  NGVD 29 (??/??/92)  339.078  (m)         1112.46   (f) ADJ UNCH    2 0
 LF0208
 LF0208.Superseded values are not recommended for survey control.
 LF0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0208.See file dsdata.txt to determine how the superseded data were derived.
 LF0208
 LF0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF516372(NAD 83)
 LF0208_MARKER: DB = BENCH MARK DISK
 LF0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0208_STAMPING: X 108 1935
 LF0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0208+STABILITY: SURFACE MOTION
 LF0208
 LF0208  HISTORY     - Date     Condition        Report By
 LF0208  HISTORY     - 1935     MONUMENTED       CGS
 LF0208  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0208
 LF0208                          STATION DESCRIPTION
 LF0208
 LF0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0208'1.7 MI W FROM CORNING.
 LF0208'1.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0208'FROM THE STATION AT CORNING, ADAMS COUNTY, 16-1/2 POLES EAST OF
 LF0208'MILEPOST 416, AT A PRIVATE ROAD CROSSING, 42 FEET NORTH OF THE
 LF0208'CENTERLINE OF THE NORTH TRACK, 24 FEET WEST OF THE CENTERLINE OF
 LF0208'THE ROAD, 4 FEET SOUTH OF A FENCE LINE, AND 0.5 FOOT LOWER THAN
 LF0208'THE TRACK.  A STANDARD DISK, STAMPED X 108 1935 AND SET IN THE
 LF0208'TOP OF A CONCRETE POST.
 LF0208
 LF0208                          STATION RECOVERY (1977)
 LF0208
 LF0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0208'MUCH DIRT AND GRAVEL HAS BEEN DEPOSITED ALONG FENCE LINE. MARK IS
 LF0208'PROBABLY BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0594 ***********************************************************************
 NJ0594  DESIGNATION -  X 11
 NJ0594  PID         -  NJ0594
 NJ0594  STATE/COUNTY-  IA/FAYETTE
 NJ0594  USGS QUAD   -  OELWEIN (1981)
 NJ0594
 NJ0594                         *CURRENT SURVEY CONTROL
 NJ0594  ___________________________________________________________________
 NJ0594* NAD 83(1986)-  42 44 42.     (N)    091 53 19.     (W)     SCALED    
 NJ0594* NAVD 88     -       337.300  (meters)    1106.63   (feet)  ADJUSTED  
 NJ0594  ___________________________________________________________________
 NJ0594  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 NJ0594  DYNAMIC HT  -         337.203 (meters)    1106.31  (feet)  COMP
 NJ0594  MODELED GRAV-     980,322.3   (mgal)                       NAVD 88
 NJ0594
 NJ0594  VERT ORDER  -  FIRST     CLASS II
 NJ0594
 NJ0594.The horizontal coordinates were scaled from a topographic map and have
 NJ0594.an estimated accuracy of +/- 6 seconds.
 NJ0594
 NJ0594.The orthometric height was determined by differential leveling
 NJ0594.and adjusted by the National Geodetic Survey in June 1991..
 NJ0594
 NJ0594.The geoid height was determined by GEOID03.
 NJ0594
 NJ0594.The dynamic height is computed by dividing the NAVD 88
 NJ0594.geopotential number by the normal gravity value computed on the
 NJ0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0594.degrees latitude (g = 980.6199 gals.).
 NJ0594
 NJ0594.The modeled gravity was interpolated from observed gravity values.
 NJ0594
 NJ0594;                    North         East    Units  Estimated Accuracy
 NJ0594;SPC IA N     - 1,139,550.    1,631,920.      MT  (+/- 180 meters Scaled)
 NJ0594
 NJ0594                          SUPERSEDED SURVEY CONTROL
 NJ0594
 NJ0594  NGVD 29 (??/??/92)  337.325  (m)         1106.71   (f) ADJ UNCH    1 2
 NJ0594
 NJ0594.Superseded values are not recommended for survey control.
 NJ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0594.See file dsdata.txt to determine how the superseded data were derived.
 NJ0594
 NJ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH909330(NAD 83)
 NJ0594_MARKER: DB = BENCH MARK DISK
 NJ0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0594_STAMPING: X 11 1933
 NJ0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0594+STABILITY: SURFACE MOTION
 NJ0594
 NJ0594  HISTORY     - Date     Condition        Report By
 NJ0594  HISTORY     - 1933     MONUMENTED       CGS
 NJ0594  HISTORY     - 1934     MARK NOT FOUND   NGS
 NJ0594
 NJ0594                          STATION DESCRIPTION
 NJ0594
 NJ0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0594'2 MI S FROM MAYNARD.
 NJ0594'2 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 NJ0594'FROM THE STATION AT MAYNARD, FAYETTE COUNTY, 344 YARDS NORTH OF
 NJ0594'MILEPOST 58, 37 FEET NORTH OF THE CENTER OF A ROAD CROSSING,
 NJ0594'AND 45 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 NJ0594'STAMPED X 11 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0221 ***********************************************************************
 MH0221  DESIGNATION -  X 110
 MH0221  PID         -  MH0221
 MH0221  STATE/COUNTY-  IA/LUCAS
 MH0221  USGS QUAD   -  LUCAS (1982)
 MH0221
 MH0221                         *CURRENT SURVEY CONTROL
 MH0221  ___________________________________________________________________
 MH0221* NAD 83(1986)-  41 01 57.     (N)    093 26 25.     (W)     SCALED    
 MH0221* NAVD 88     -       267.334  (meters)     877.08   (feet)  ADJUSTED  
 MH0221  ___________________________________________________________________
 MH0221  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 MH0221  DYNAMIC HT  -         267.211 (meters)     876.67  (feet)  COMP
 MH0221  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 MH0221
 MH0221  VERT ORDER  -  SECOND    CLASS 0
 MH0221
 MH0221.The horizontal coordinates were scaled from a topographic map and have
 MH0221.an estimated accuracy of +/- 6 seconds.
 MH0221
 MH0221.The orthometric height was determined by differential leveling
 MH0221.and adjusted by the National Geodetic Survey in June 1991..
 MH0221
 MH0221.The geoid height was determined by GEOID03.
 MH0221
 MH0221.The dynamic height is computed by dividing the NAVD 88
 MH0221.geopotential number by the normal gravity value computed on the
 MH0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0221.degrees latitude (g = 980.6199 gals.).
 MH0221
 MH0221.The modeled gravity was interpolated from observed gravity values.
 MH0221
 MH0221;                    North         East    Units  Estimated Accuracy
 MH0221;SPC IA S     -   114,660.      505,020.      MT  (+/- 180 meters Scaled)
 MH0221
 MH0221                          SUPERSEDED SURVEY CONTROL
 MH0221
 MH0221  NGVD 29 (??/??/92)  267.279  (m)          876.90   (f) ADJ UNCH    2 0
 MH0221
 MH0221.Superseded values are not recommended for survey control.
 MH0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0221.See file dsdata.txt to determine how the superseded data were derived.
 MH0221
 MH0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF629424(NAD 83)
 MH0221_MARKER: DB = BENCH MARK DISK
 MH0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0221_SP_SET: BRIDGE
 MH0221_STAMPING: X 110 1935
 MH0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0221
 MH0221  HISTORY     - Date     Condition        Report By
 MH0221  HISTORY     - 1935     MONUMENTED       CGS
 MH0221
 MH0221                          STATION DESCRIPTION
 MH0221
 MH0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0221'1.1 MI NE FROM LUCAS.
 MH0221'1.1 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MH0221'RAILROAD FROM THE STATION AT LUCAS, 250 FEET EAST OF A ROAD
 MH0221'CROSSING, AT A BRIDGE, AND IN THE CENTER OF THE TOP OF THE
 MH0221'NORTH HEADWALL.  A STANDARD DISK, STAMPED X 110 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0133 ***********************************************************************
 MH0133  DESIGNATION -  X 111
 MH0133  PID         -  MH0133
 MH0133  STATE/COUNTY-  IA/MONROE
 MH0133  USGS QUAD   -  ALBIA (1982)
 MH0133
 MH0133                         *CURRENT SURVEY CONTROL
 MH0133  ___________________________________________________________________
 MH0133* NAD 83(1986)-  41 02 05.     (N)    092 51 28.     (W)     SCALED    
 MH0133* NAVD 88     -       244.758  (meters)     803.01   (feet)  ADJUSTED  
 MH0133  ___________________________________________________________________
 MH0133  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 MH0133  DYNAMIC HT  -         244.645 (meters)     802.64  (feet)  COMP
 MH0133  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 MH0133
 MH0133  VERT ORDER  -  SECOND    CLASS 0
 MH0133
 MH0133.The horizontal coordinates were scaled from a topographic map and have
 MH0133.an estimated accuracy of +/- 6 seconds.
 MH0133
 MH0133.The orthometric height was determined by differential leveling
 MH0133.and adjusted by the National Geodetic Survey in June 1991..
 MH0133
 MH0133.The geoid height was determined by GEOID03.
 MH0133
 MH0133.The dynamic height is computed by dividing the NAVD 88
 MH0133.geopotential number by the normal gravity value computed on the
 MH0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0133.degrees latitude (g = 980.6199 gals.).
 MH0133
 MH0133.The modeled gravity was interpolated from observed gravity values.
 MH0133
 MH0133;                    North         East    Units  Estimated Accuracy
 MH0133;SPC IA S     -   115,100.      554,000.      MT  (+/- 180 meters Scaled)
 MH0133
 MH0133                          SUPERSEDED SURVEY CONTROL
 MH0133
 MH0133  NGVD 29 (??/??/92)  244.738  (m)          802.94   (f) ADJ UNCH    2 0
 MH0133
 MH0133.Superseded values are not recommended for survey control.
 MH0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0133.See file dsdata.txt to determine how the superseded data were derived.
 MH0133
 MH0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF119426(NAD 83)
 MH0133_MARKER: DB = BENCH MARK DISK
 MH0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0133_SP_SET: BRIDGE
 MH0133_STAMPING: X 111 1935
 MH0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0133
 MH0133  HISTORY     - Date     Condition        Report By
 MH0133  HISTORY     - 1935     MONUMENTED       CGS
 MH0133  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 MH0133
 MH0133                          STATION DESCRIPTION
 MH0133
 MH0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0133'3.1 MI SE FROM ALBIA.
 MH0133'3.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MH0133'RAILROAD FROM THE COUNTY COURTHOUSE AT ALBIA, MONROE COUNTY, 19
 MH0133'POLES NORTHEAST OF MILEPOST 307, AT BRIDGE 306.61, IN THE TOP OF
 MH0133'THE SOUTHEAST END OF THE NORTHEAST ABUTMENT, 9 FEET SOUTHEAST OF
 MH0133'THE CENTERLINE OF THE TRACK, AND 8 INCHES LOWER THAN THE TRACK.
 MH0133'A STANDARD DISK, STAMPED X 111 1935.
 MH0133
 MH0133                          STATION RECOVERY (2000)
 MH0133
 MH0133'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MH0133'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0240 ***********************************************************************
 MH0240  DESIGNATION -  X 112
 MH0240  PID         -  MH0240
 MH0240  STATE/COUNTY-  IA/WARREN
 MH0240  USGS QUAD   -  HARTFORD (1965)
 MH0240
 MH0240                         *CURRENT SURVEY CONTROL
 MH0240  ___________________________________________________________________
 MH0240* NAD 83(1986)-  41 27 32.     (N)    093 24 37.     (W)     SCALED    
 MH0240* NAVD 88     -       248.334  (meters)     814.74   (feet)  ADJUSTED  
 MH0240  ___________________________________________________________________
 MH0240  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 MH0240  DYNAMIC HT  -         248.230 (meters)     814.40  (feet)  COMP
 MH0240  MODELED GRAV-     980,198.0   (mgal)                       NAVD 88
 MH0240
 MH0240  VERT ORDER  -  SECOND    CLASS 0
 MH0240
 MH0240.The horizontal coordinates were scaled from a topographic map and have
 MH0240.an estimated accuracy of +/- 6 seconds.
 MH0240
 MH0240.The orthometric height was determined by differential leveling
 MH0240.and adjusted by the National Geodetic Survey in June 1991..
 MH0240
 MH0240.The geoid height was determined by GEOID03.
 MH0240
 MH0240.The dynamic height is computed by dividing the NAVD 88
 MH0240.geopotential number by the normal gravity value computed on the
 MH0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0240.degrees latitude (g = 980.6199 gals.).
 MH0240
 MH0240.The modeled gravity was interpolated from observed gravity values.
 MH0240
 MH0240;                    North         East    Units  Estimated Accuracy
 MH0240;SPC IA S     -   162,010.      507,500.      MT  (+/- 180 meters Scaled)
 MH0240
 MH0240                          SUPERSEDED SURVEY CONTROL
 MH0240
 MH0240  NGVD 29 (??/??/92)  248.307  (m)          814.65   (f) ADJ UNCH    2 0
 MH0240
 MH0240.Superseded values are not recommended for survey control.
 MH0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0240.See file dsdata.txt to determine how the superseded data were derived.
 MH0240
 MH0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF657897(NAD 83)
 MH0240_MARKER: DB = BENCH MARK DISK
 MH0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0240_STAMPING: X 112 1935
 MH0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0240+STABILITY: SURFACE MOTION
 MH0240
 MH0240  HISTORY     - Date     Condition        Report By
 MH0240  HISTORY     - 1935     MONUMENTED       CGS
 MH0240
 MH0240                          STATION DESCRIPTION
 MH0240
 MH0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0240'AT HARTFORD.
 MH0240'AT HARTFORD, WARREN COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 MH0240'PACIFIC RAILROAD, 3 POLES NORTH OF THE STATION, 100 FEET SOUTH
 MH0240'OF THE CENTERLINE OF A ROAD LEADING EAST TO THE BUSINESS
 MH0240'DISTRICT, 78 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, AND
 MH0240'4 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED X 112 1935 AND
 MH0240'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0247 ***********************************************************************
 LE0247  DESIGNATION -  X 113
 LE0247  PID         -  LE0247
 LE0247  STATE/COUNTY-  IA/WAYNE
 LE0247  USGS QUAD   -  CORYDON NE (1982)
 LE0247
 LE0247                         *CURRENT SURVEY CONTROL
 LE0247  ___________________________________________________________________
 LE0247* NAD 83(1986)-  40 53 02.     (N)    093 17 24.     (W)     SCALED    
 LE0247* NAVD 88     -       319.572  (meters)    1048.46   (feet)  ADJUSTED  
 LE0247  ___________________________________________________________________
 LE0247  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LE0247  DYNAMIC HT  -         319.419 (meters)    1047.96  (feet)  COMP
 LE0247  MODELED GRAV-     980,138.2   (mgal)                       NAVD 88
 LE0247
 LE0247  VERT ORDER  -  SECOND    CLASS 0
 LE0247
 LE0247.The horizontal coordinates were scaled from a topographic map and have
 LE0247.an estimated accuracy of +/- 6 seconds.
 LE0247
 LE0247.The orthometric height was determined by differential leveling
 LE0247.and adjusted by the National Geodetic Survey in June 1991..
 LE0247
 LE0247.The geoid height was determined by GEOID03.
 LE0247
 LE0247.The dynamic height is computed by dividing the NAVD 88
 LE0247.geopotential number by the normal gravity value computed on the
 LE0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0247.degrees latitude (g = 980.6199 gals.).
 LE0247
 LE0247.The modeled gravity was interpolated from observed gravity values.
 LE0247
 LE0247;                    North         East    Units  Estimated Accuracy
 LE0247;SPC IA S     -    98,180.      517,700.      MT  (+/- 180 meters Scaled)
 LE0247
 LE0247                          SUPERSEDED SURVEY CONTROL
 LE0247
 LE0247  NGVD 29 (??/??/92)  319.495  (m)         1048.21   (f) ADJ UNCH    2 0
 LE0247
 LE0247.Superseded values are not recommended for survey control.
 LE0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0247.See file dsdata.txt to determine how the superseded data were derived.
 LE0247
 LE0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF755259(NAD 83)
 LE0247_MARKER: DB = BENCH MARK DISK
 LE0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0247_STAMPING: X 113 1935
 LE0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0247+STABILITY: SURFACE MOTION
 LE0247
 LE0247  HISTORY     - Date     Condition        Report By
 LE0247  HISTORY     - 1935     MONUMENTED       CGS
 LE0247
 LE0247                          STATION DESCRIPTION
 LE0247
 LE0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0247'2.6 MI N FROM MILLERTON.
 LE0247'2.6 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0247'RAILROAD FROM THE STATION AT MILLERTON, 8 POLES SOUTH OF
 LE0247'MILEPOST 14, AT A PRIVATE-ROAD CROSSING, 30 FEET EAST OF THE
 LE0247'CENTERLINE OF THE TRACK, 15 FEET NORTH OF THE CENTERLINE OF THE
 LE0247'ROAD, 18 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1-1/2
 LE0247'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED X 113 1935
 LE0247'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0394 ***********************************************************************
 LE0394  DESIGNATION -  X 114
 LE0394  PID         -  LE0394
 LE0394  STATE/COUNTY-  IA/DECATUR
 LE0394  USGS QUAD   -  DAVIS CITY (1981)
 LE0394
 LE0394                         *CURRENT SURVEY CONTROL
 LE0394  ___________________________________________________________________
 LE0394* NAD 83(1986)-  40 37 43.     (N)    093 49 31.     (W)     SCALED    
 LE0394* NAVD 88     -       285.408  (meters)     936.38   (feet)  ADJUSTED  
 LE0394  ___________________________________________________________________
 LE0394  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 LE0394  DYNAMIC HT  -         285.266 (meters)     935.91  (feet)  COMP
 LE0394  MODELED GRAV-     980,119.1   (mgal)                       NAVD 88
 LE0394
 LE0394  VERT ORDER  -  SECOND    CLASS 0
 LE0394
 LE0394.The horizontal coordinates were scaled from a topographic map and have
 LE0394.an estimated accuracy of +/- 6 seconds.
 LE0394
 LE0394.The orthometric height was determined by differential leveling
 LE0394.and adjusted by the National Geodetic Survey in June 1991..
 LE0394
 LE0394.The geoid height was determined by GEOID03.
 LE0394
 LE0394.The dynamic height is computed by dividing the NAVD 88
 LE0394.geopotential number by the normal gravity value computed on the
 LE0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0394.degrees latitude (g = 980.6199 gals.).
 LE0394
 LE0394.The modeled gravity was interpolated from observed gravity values.
 LE0394
 LE0394;                    North         East    Units  Estimated Accuracy
 LE0394;SPC IA S     -    69,860.      472,480.      MT  (+/- 180 meters Scaled)
 LE0394
 LE0394                          SUPERSEDED SURVEY CONTROL
 LE0394
 LE0394  NGVD 29 (??/??/92)  285.326  (m)          936.11   (f) ADJ UNCH    2 0
 LE0394
 LE0394.Superseded values are not recommended for survey control.
 LE0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0394.See file dsdata.txt to determine how the superseded data were derived.
 LE0394
 LE0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE302978(NAD 83)
 LE0394_MARKER: DB = BENCH MARK DISK
 LE0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0394_STAMPING: X 114 1935
 LE0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0394+STABILITY: SURFACE MOTION
 LE0394
 LE0394  HISTORY     - Date     Condition        Report By
 LE0394  HISTORY     - 1935     MONUMENTED       CGS
 LE0394
 LE0394                          STATION DESCRIPTION
 LE0394
 LE0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0394'1 MI SW FROM DAVIS CITY.
 LE0394'1.0 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0394'RAILROAD FROM THE STATION AT DAVIS CITY, DECATUR COUNTY, AT A
 LE0394'PRIVATE-ROAD CROSSING, 39 FEET NORTHWEST OF THE CENTERLINE OF
 LE0394'THE TRACK, 21 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 LE0394'9 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF THE
 LE0394'FENCE LINE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 LE0394'X 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0287 ***********************************************************************
 MH0287  DESIGNATION -  X 115
 MH0287  PID         -  MH0287
 MH0287  STATE/COUNTY-  IA/CLARKE
 MH0287  USGS QUAD   -  JAMISON (1983)
 MH0287
 MH0287                         *CURRENT SURVEY CONTROL
 MH0287  ___________________________________________________________________
 MH0287* NAD 83(1986)-  41 05 14.     (N)    093 43 54.     (W)     SCALED    
 MH0287* NAVD 88     -       338.165  (meters)    1109.46   (feet)  POSTED    
 MH0287  ___________________________________________________________________
 MH0287  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 MH0287  DYNAMIC HT  -         338.010 (meters)    1108.95  (feet)  COMP
 MH0287  MODELED GRAV-     980,150.7   (mgal)                       NAVD 88
 MH0287
 MH0287  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0287
 MH0287.The horizontal coordinates were scaled from a topographic map and have
 MH0287.an estimated accuracy of +/- 6 seconds.
 MH0287
 MH0287.The orthometric height was determined by differential leveling
 MH0287.and adjusted by the National Geodetic Survey in 1992..
 MH0287.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0287.rate of 0.0 thru 1.0 mm/km.
 MH0287
 MH0287.The geoid height was determined by GEOID03.
 MH0287
 MH0287.The dynamic height is computed by dividing the NAVD 88
 MH0287.geopotential number by the normal gravity value computed on the
 MH0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0287.degrees latitude (g = 980.6199 gals.).
 MH0287
 MH0287.The modeled gravity was interpolated from observed gravity values.
 MH0287
 MH0287;                    North         East    Units  Estimated Accuracy
 MH0287;SPC IA S     -   120,760.      480,540.      MT  (+/- 180 meters Scaled)
 MH0287
 MH0287                          SUPERSEDED SURVEY CONTROL
 MH0287
 MH0287  NGVD 29 (??/??/92)  338.098  (m)         1109.24   (f) ADJ UNCH    2 0
 MH0287
 MH0287.Superseded values are not recommended for survey control.
 MH0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0287.See file dsdata.txt to determine how the superseded data were derived.
 MH0287
 MH0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF385486(NAD 83)
 MH0287_MARKER: DB = BENCH MARK DISK
 MH0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0287_SP_SET: CULVERT
 MH0287_STAMPING: X 115 1935
 MH0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0287
 MH0287  HISTORY     - Date     Condition        Report By
 MH0287  HISTORY     - 1935     MONUMENTED       CGS
 MH0287
 MH0287                          STATION DESCRIPTION
 MH0287
 MH0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0287'2.3 MI S FROM JAMISON.
 MH0287'2.3 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0287'FROM THE STATION AT JAMISON, CLARKE COUNTY, 135 FEET NORTH OF A
 MH0287'ROAD CROSSING, NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 69 AND
 MH0287'A SIDE ROAD LEADING SOUTH, AT A CULVERT UNDER THE HIGHWAY, AND IN
 MH0287'THE CENTER OF THE TOP OF THE SOUTHEAST CONCRETE HEADWALL.  A
 MH0287'STANDARD DISK, STAMPED X 115 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0317 ***********************************************************************
 MH0317  DESIGNATION -  X 116
 MH0317  PID         -  MH0317
 MH0317  STATE/COUNTY-  IA/WARREN
 MH0317  USGS QUAD   -  NORWALK (1972)
 MH0317
 MH0317                         *CURRENT SURVEY CONTROL
 MH0317  ___________________________________________________________________
 MH0317* NAD 83(1986)-  41 28 30.     (N)    093 40 27.     (W)     SCALED    
 MH0317* NAVD 88     -       280.553  (meters)     920.45   (feet)  POSTED    
 MH0317  ___________________________________________________________________
 MH0317  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 MH0317  DYNAMIC HT  -         280.430 (meters)     920.04  (feet)  COMP
 MH0317  MODELED GRAV-     980,184.2   (mgal)                       NAVD 88
 MH0317
 MH0317  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0317
 MH0317.The horizontal coordinates were scaled from a topographic map and have
 MH0317.an estimated accuracy of +/- 6 seconds.
 MH0317
 MH0317.The orthometric height was determined by differential leveling
 MH0317.and adjusted by the National Geodetic Survey in 1992..
 MH0317.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0317.rate of 0.0 thru 1.0 mm/km.
 MH0317
 MH0317.The geoid height was determined by GEOID03.
 MH0317
 MH0317.The dynamic height is computed by dividing the NAVD 88
 MH0317.geopotential number by the normal gravity value computed on the
 MH0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0317.degrees latitude (g = 980.6199 gals.).
 MH0317
 MH0317.The modeled gravity was interpolated from observed gravity values.
 MH0317
 MH0317;                    North         East    Units  Estimated Accuracy
 MH0317;SPC IA S     -   163,810.      485,450.      MT  (+/- 180 meters Scaled)
 MH0317
 MH0317                          SUPERSEDED SURVEY CONTROL
 MH0317
 MH0317  NGVD 29 (??/??/92)  280.521  (m)          920.34   (f) ADJ UNCH    2 0
 MH0317
 MH0317.Superseded values are not recommended for survey control.
 MH0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0317.See file dsdata.txt to determine how the superseded data were derived.
 MH0317
 MH0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF437917(NAD 83)
 MH0317_MARKER: DB = BENCH MARK DISK
 MH0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0317_STAMPING: X 116 1935
 MH0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0317+STABILITY: SURFACE MOTION
 MH0317
 MH0317  HISTORY     - Date     Condition        Report By
 MH0317  HISTORY     - 1935     MONUMENTED       CGS
 MH0317  HISTORY     - 1945     GOOD             NGS
 MH0317  HISTORY     - 1971     MARK NOT FOUND   USGS
 MH0317
 MH0317                          STATION DESCRIPTION
 MH0317
 MH0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 MH0317'AT NORWALK.
 MH0317'AT NORWALK, WARREN COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MH0317'RAILROAD, 50 FEET SOUTH OF THE STATION, AT A ROAD CROSSING, 50
 MH0317'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 22 FEET WEST OF THE
 MH0317'CENTERLINE OF THE MAIN TRACK, 2 FEET EAST OF A FENCE CORNER, AND
 MH0317'3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED X 116
 MH0317'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE CONCRETE
 MH0317'HAS BEEN KNOCKED OFF ALL AROUND THE DISK, AND THE DISK IS LIABLE
 MH0317'TO COME LOOSE IF POUNDED ON.
 MH0317
 MH0317                          STATION RECOVERY (1971)
 MH0317
 MH0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MH0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0227 ***********************************************************************
 LE0227  DESIGNATION -  X 118
 LE0227  PID         -  LE0227
 LE0227  STATE/COUNTY-  IA/WAYNE
 LE0227  USGS QUAD   -  ALLERTON (1964)
 LE0227
 LE0227                         *CURRENT SURVEY CONTROL
 LE0227  ___________________________________________________________________
 LE0227* NAD 83(1986)-  40 42 07.     (N)    093 18 26.     (W)     SCALED    
 LE0227* NAVD 88     -       334.774  (meters)    1098.34   (feet)  ADJUSTED  
 LE0227  ___________________________________________________________________
 LE0227  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 LE0227  DYNAMIC HT  -         334.608 (meters)    1097.79  (feet)  COMP
 LE0227  MODELED GRAV-     980,121.2   (mgal)                       NAVD 88
 LE0227
 LE0227  VERT ORDER  -  SECOND    CLASS 0
 LE0227
 LE0227.The horizontal coordinates were scaled from a topographic map and have
 LE0227.an estimated accuracy of +/- 6 seconds.
 LE0227
 LE0227.The orthometric height was determined by differential leveling
 LE0227.and adjusted by the National Geodetic Survey in June 1991..
 LE0227
 LE0227.The geoid height was determined by GEOID03.
 LE0227
 LE0227.The dynamic height is computed by dividing the NAVD 88
 LE0227.geopotential number by the normal gravity value computed on the
 LE0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0227.degrees latitude (g = 980.6199 gals.).
 LE0227
 LE0227.The modeled gravity was interpolated from observed gravity values.
 LE0227
 LE0227;                    North         East    Units  Estimated Accuracy
 LE0227;SPC IA S     -    77,970.      516,290.      MT  (+/- 180 meters Scaled)
 LE0227
 LE0227                          SUPERSEDED SURVEY CONTROL
 LE0227
 LE0227  NGVD 29 (??/??/92)  334.711  (m)         1098.13   (f) ADJ UNCH    2 0
 LE0227
 LE0227.Superseded values are not recommended for survey control.
 LE0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0227.See file dsdata.txt to determine how the superseded data were derived.
 LE0227
 LE0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF740057(NAD 83)
 LE0227_MARKER: DB = BENCH MARK DISK
 LE0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0227_STAMPING: X 118 1935
 LE0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0227+STABILITY: SURFACE MOTION
 LE0227
 LE0227  HISTORY     - Date     Condition        Report By
 LE0227  HISTORY     - 1935     MONUMENTED       CGS
 LE0227  HISTORY     - 1964     MARK NOT FOUND   USGS
 LE0227  HISTORY     - 20050813 MARK NOT FOUND   GEOCAC
 LE0227
 LE0227                          STATION DESCRIPTION
 LE0227
 LE0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0227'3.3 MI E FROM ALLERTON.
 LE0227'3.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0227'RAILROAD FROM THE STATION AT ALLERTON, WAYNE COUNTY, ABOUT 7-1/2
 LE0227'POLES SOUTHEAST OF MILEPOST 362, AT A ROAD CROSSING, 51 FEET
 LE0227'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 46 FEET SOUTHWEST OF
 LE0227'THE CENTERLINE OF THE TRACK, 4 FEET NORTHEAST OF THE RIGHT-OF-WAY
 LE0227'FENCE, AND ABOUT 3.5 FEET LOWER THAN THE TRACK.  A STANDARD
 LE0227'DISK, STAMPED X 118 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0227
 LE0227                          STATION RECOVERY (1964)
 LE0227
 LE0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LE0227'MARK NOT FOUND.
 LE0227
 LE0227                          STATION RECOVERY (2005)
 LE0227
 LE0227'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 LE0227'THE ROCK ISLAND TRACK HAS BEEN DISMANTLED.  A THOROUGH SEARCH IN THE
 LE0227'VICINITY OF THE DESCRIBED LOCATION REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0204 ***********************************************************************
 LE0204  DESIGNATION -  X 119
 LE0204  PID         -  LE0204
 LE0204  STATE/COUNTY-  IA/APPANOOSE
 LE0204  USGS QUAD   -  HIATTSVILLE (1966)
 LE0204
 LE0204                         *CURRENT SURVEY CONTROL
 LE0204  ___________________________________________________________________
 LE0204* NAD 83(1986)-  40 49 37.     (N)    092 48 11.     (W)     SCALED    
 LE0204* NAVD 88     -       303.124  (meters)     994.50   (feet)  POSTED    
 LE0204  ___________________________________________________________________
 LE0204  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LE0204  DYNAMIC HT  -         302.980 (meters)     994.03  (feet)  COMP
 LE0204  MODELED GRAV-     980,142.0   (mgal)                       NAVD 88
 LE0204
 LE0204  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LE0204
 LE0204.The horizontal coordinates were scaled from a topographic map and have
 LE0204.an estimated accuracy of +/- 6 seconds.
 LE0204
 LE0204.The orthometric height was determined by differential leveling
 LE0204.and adjusted by the National Geodetic Survey in 1992..
 LE0204.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LE0204.rate of 2.1 thru 3.0 mm/km.
 LE0204
 LE0204.The geoid height was determined by GEOID03.
 LE0204
 LE0204.The dynamic height is computed by dividing the NAVD 88
 LE0204.geopotential number by the normal gravity value computed on the
 LE0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0204.degrees latitude (g = 980.6199 gals.).
 LE0204
 LE0204.The modeled gravity was interpolated from observed gravity values.
 LE0204
 LE0204;                    North         East    Units  Estimated Accuracy
 LE0204;SPC IA S     -    92,070.      558,790.      MT  (+/- 180 meters Scaled)
 LE0204
 LE0204                          SUPERSEDED SURVEY CONTROL
 LE0204
 LE0204  NGVD 29 (??/??/92)  303.086  (m)          994.37   (f) ADJ UNCH    2 0
 LE0204
 LE0204.Superseded values are not recommended for survey control.
 LE0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0204.See file dsdata.txt to determine how the superseded data were derived.
 LE0204
 LE0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF166195(NAD 83)
 LE0204_MARKER: DB = BENCH MARK DISK
 LE0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0204_STAMPING: X 119 1935
 LE0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0204+STABILITY: SURFACE MOTION
 LE0204
 LE0204  HISTORY     - Date     Condition        Report By
 LE0204  HISTORY     - 1935     MONUMENTED       CGS
 LE0204
 LE0204                          STATION DESCRIPTION
 LE0204
 LE0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0204'4.7 MI SE FROM MORAVIA.
 LE0204'4.7 MILES SOUTHEAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 LE0204'MORAVIA, APPANOOSE COUNTY, 10 POLES SOUTHEAST OF MILEPOST 256, AT
 LE0204'A ROAD CROSSING, 69 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 LE0204'42 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 4 FEET WEST OF THE
 LE0204'RIGHT-OF-WAY FENCE, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD
 LE0204'DISK, STAMPED X 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0651 ***********************************************************************
 LD0651  DESIGNATION -  X 121
 LD0651  PID         -  LD0651
 LD0651  STATE/COUNTY-  IA/LEE
 LD0651  USGS QUAD   -  FARMINGTON (1982)
 LD0651
 LD0651                         *CURRENT SURVEY CONTROL
 LD0651  ___________________________________________________________________
 LD0651* NAD 83(1986)-  40 37 56.     (N)    091 43 52.     (W)     SCALED    
 LD0651* NAVD 88     -       173.831  (meters)     570.31   (feet)  ADJUSTED  
 LD0651  ___________________________________________________________________
 LD0651  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LD0651  DYNAMIC HT  -         173.747 (meters)     570.03  (feet)  COMP
 LD0651  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 LD0651
 LD0651  VERT ORDER  -  SECOND    CLASS 0
 LD0651
 LD0651.The horizontal coordinates were scaled from a topographic map and have
 LD0651.an estimated accuracy of +/- 6 seconds.
 LD0651
 LD0651.The orthometric height was determined by differential leveling
 LD0651.and adjusted by the National Geodetic Survey in June 1991..
 LD0651
 LD0651.The geoid height was determined by GEOID03.
 LD0651
 LD0651.The dynamic height is computed by dividing the NAVD 88
 LD0651.geopotential number by the normal gravity value computed on the
 LD0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0651.degrees latitude (g = 980.6199 gals.).
 LD0651
 LD0651.The modeled gravity was interpolated from observed gravity values.
 LD0651
 LD0651;                    North         East    Units  Estimated Accuracy
 LD0651;SPC IA S     -    71,730.      649,640.      MT  (+/- 180 meters Scaled)
 LD0651
 LD0651                          SUPERSEDED SURVEY CONTROL
 LD0651
 LD0651  NGVD 29 (??/??/92)  173.856  (m)          570.39   (f) ADJ UNCH    2 0
 LD0651
 LD0651.Superseded values are not recommended for survey control.
 LD0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0651.See file dsdata.txt to determine how the superseded data were derived.
 LD0651
 LD0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE073987(NAD 83)
 LD0651_MARKER: DB = BENCH MARK DISK
 LD0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0651_STAMPING: X 121 1935
 LD0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0651+STABILITY: SURFACE MOTION
 LD0651
 LD0651  HISTORY     - Date     Condition        Report By
 LD0651  HISTORY     - 1935     MONUMENTED       CGS
 LD0651  HISTORY     - 1982     MARK NOT FOUND   NGS
 LD0651  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 LD0651
 LD0651                          STATION DESCRIPTION
 LD0651
 LD0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0651'0.6 MI SE FROM FARMINGTON.
 LD0651'IN LEE COUNTY, 0.6 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON
 LD0651'AND QUINCY RAILROAD FROM THE STATION AT FARMINGTON, VAN BUREN
 LD0651'COUNTY, 44 FEET NORTHWEST OF MILEPOST 43, 13 FEET NORTHEAST OF
 LD0651'THE CENTERLINE OF THE TRACK, 17 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 LD0651'FENCE, 6 FEET WEST OF A POLE, AND LEVEL WITH THE TRACK.  A
 LD0651'STANDARD DISK, STAMPED X 121 1935 AND SET IN THE TOP OF A
 LD0651'CONCRETE POST.
 LD0651
 LD0651                          STATION RECOVERY (1982)
 LD0651
 LD0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LD0651'MARK NOT FOUND.
 LD0651
 LD0651                          STATION RECOVERY (2000)
 LD0651
 LD0651'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LD0651'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0498 ***********************************************************************
 MG0498  DESIGNATION -  X 123
 MG0498  PID         -  MG0498
 MG0498  STATE/COUNTY-  IA/WASHINGTON
 MG0498  USGS QUAD   -  WASHINGTON (1969)
 MG0498
 MG0498                         *CURRENT SURVEY CONTROL
 MG0498  ___________________________________________________________________
 MG0498* NAD 83(1986)-  41 18 02.     (N)    091 41 11.     (W)     SCALED    
 MG0498* NAVD 88     -       231.222  (meters)     758.60   (feet)  ADJUSTED  
 MG0498  ___________________________________________________________________
 MG0498  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0498  DYNAMIC HT  -         231.124 (meters)     758.28  (feet)  COMP
 MG0498  MODELED GRAV-     980,194.3   (mgal)                       NAVD 88
 MG0498
 MG0498  VERT ORDER  -  SECOND    CLASS 0
 MG0498
 MG0498.The horizontal coordinates were scaled from a topographic map and have
 MG0498.an estimated accuracy of +/- 6 seconds.
 MG0498
 MG0498.The orthometric height was determined by differential leveling
 MG0498.and adjusted by the National Geodetic Survey in June 1991..
 MG0498
 MG0498.The geoid height was determined by GEOID03.
 MG0498
 MG0498.The dynamic height is computed by dividing the NAVD 88
 MG0498.geopotential number by the normal gravity value computed on the
 MG0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0498.degrees latitude (g = 980.6199 gals.).
 MG0498
 MG0498.The modeled gravity was interpolated from observed gravity values.
 MG0498
 MG0498;                    North         East    Units  Estimated Accuracy
 MG0498;SPC IA S     -   146,010.      651,880.      MT  (+/- 180 meters Scaled)
 MG0498
 MG0498                          SUPERSEDED SURVEY CONTROL
 MG0498
 MG0498  NGVD 29 (??/??/92)  231.256  (m)          758.71   (f) ADJ UNCH    2 0
 MG0498
 MG0498.Superseded values are not recommended for survey control.
 MG0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0498.See file dsdata.txt to determine how the superseded data were derived.
 MG0498
 MG0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF099729(NAD 83)
 MG0498_MARKER: DB = BENCH MARK DISK
 MG0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0498_STAMPING: X 123 1935
 MG0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0498+STABILITY: SURFACE MOTION
 MG0498
 MG0498  HISTORY     - Date     Condition        Report By
 MG0498  HISTORY     - 1935     MONUMENTED       CGS
 MG0498  HISTORY     - 1941     GOOD             NGS
 MG0498
 MG0498                          STATION DESCRIPTION
 MG0498
 MG0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0498'AT WASHINGTON.
 MG0498'AT WASHINGTON, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 MG0498'33 FEET SOUTH OF THE SOUTH END OF THE STATION, 9 FEET WEST OF THE
 MG0498'WEST EDGE OF THE BRICK PLATFORM, AND AT THE CENTER OF A TRIANGULAR
 MG0498'SPACE BETWEEN THE TRACKS.  A STANDARD DISK, STAMPED X 123 1935
 MG0498'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0596 ***********************************************************************
 LD0596  DESIGNATION -  X 124
 LD0596  PID         -  LD0596
 LD0596  STATE/COUNTY-  IA/HENRY
 LD0596  USGS QUAD   -  LOCKRIDGE EAST (1980)
 LD0596
 LD0596                         *CURRENT SURVEY CONTROL
 LD0596  ___________________________________________________________________
 LD0596* NAD 83(1986)-  40 59 16.     (N)    091 42 31.     (W)     SCALED    
 LD0596* NAVD 88     -       205.922  (meters)     675.60   (feet)  ADJUSTED  
 LD0596  ___________________________________________________________________
 LD0596  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LD0596  DYNAMIC HT  -         205.830 (meters)     675.29  (feet)  COMP
 LD0596  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 LD0596
 LD0596  VERT ORDER  -  SECOND    CLASS 0
 LD0596
 LD0596.The horizontal coordinates were scaled from a topographic map and have
 LD0596.an estimated accuracy of +/- 6 seconds.
 LD0596
 LD0596.The orthometric height was determined by differential leveling
 LD0596.and adjusted by the National Geodetic Survey in June 1991..
 LD0596
 LD0596.The geoid height was determined by GEOID03.
 LD0596
 LD0596.The dynamic height is computed by dividing the NAVD 88
 LD0596.geopotential number by the normal gravity value computed on the
 LD0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0596.degrees latitude (g = 980.6199 gals.).
 LD0596
 LD0596.The modeled gravity was interpolated from observed gravity values.
 LD0596
 LD0596;                    North         East    Units  Estimated Accuracy
 LD0596;SPC IA S     -   111,240.      650,730.      MT  (+/- 180 meters Scaled)
 LD0596
 LD0596                          SUPERSEDED SURVEY CONTROL
 LD0596
 LD0596  NGVD 29 (??/??/92)  205.972  (m)          675.76   (f) ADJ UNCH    2 0
 LD0596
 LD0596.Superseded values are not recommended for survey control.
 LD0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0596.See file dsdata.txt to determine how the superseded data were derived.
 LD0596
 LD0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF086382(NAD 83)
 LD0596_MARKER: DB = BENCH MARK DISK
 LD0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0596_STAMPING: X 124 1935
 LD0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0596+STABILITY: SURFACE MOTION
 LD0596
 LD0596  HISTORY     - Date     Condition        Report By
 LD0596  HISTORY     - 1935     MONUMENTED       CGS
 LD0596  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 LD0596
 LD0596                          STATION DESCRIPTION
 LD0596
 LD0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0596'1.4 MI W FROM ROME.
 LD0596'1.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0596'FROM THE STATION AT ROME, HENRY COUNTY, AT UNDERPASS 241.75, IN
 LD0596'THE TOP OF THE NORTHWEST CORNER OF THE SOUTHWEST CONCRETE PEDESTAL
 LD0596'FOUNDATION, 9 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND
 LD0596'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED X 124 1935.
 LD0596
 LD0596                          STATION RECOVERY (2000)
 LD0596
 LD0596'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LD0596'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0526 ***********************************************************************
 LD0526  DESIGNATION -  X 125
 LD0526  PID         -  LD0526
 LD0526  STATE/COUNTY-  IA/DES MOINES
 LD0526  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0526
 LD0526                         *CURRENT SURVEY CONTROL
 LD0526  ___________________________________________________________________
 LD0526* NAD 83(1986)-  40 49 40.     (N)    091 08 51.     (W)     SCALED    
 LD0526* NAVD 88     -       210.676  (meters)     691.19   (feet)  ADJUSTED  
 LD0526  ___________________________________________________________________
 LD0526  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0526  DYNAMIC HT  -         210.579 (meters)     690.87  (feet)  COMP
 LD0526  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 LD0526
 LD0526  VERT ORDER  -  SECOND    CLASS 0
 LD0526
 LD0526.The horizontal coordinates were scaled from a topographic map and have
 LD0526.an estimated accuracy of +/- 6 seconds.
 LD0526
 LD0526.The orthometric height was determined by differential leveling
 LD0526.and adjusted by the National Geodetic Survey in June 1991..
 LD0526
 LD0526.The geoid height was determined by GEOID03.
 LD0526
 LD0526.The dynamic height is computed by dividing the NAVD 88
 LD0526.geopotential number by the normal gravity value computed on the
 LD0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0526.degrees latitude (g = 980.6199 gals.).
 LD0526
 LD0526.The modeled gravity was interpolated from observed gravity values.
 LD0526
 LD0526;                    North         East    Units  Estimated Accuracy
 LD0526;SPC IA S     -    94,610.      698,410.      MT  (+/- 180 meters Scaled)
 LD0526
 LD0526                          SUPERSEDED SURVEY CONTROL
 LD0526
 LD0526  NGVD 29 (??/??/92)  210.731  (m)          691.37   (f) ADJ UNCH    2 0
 LD0526
 LD0526.Superseded values are not recommended for survey control.
 LD0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0526.See file dsdata.txt to determine how the superseded data were derived.
 LD0526
 LD0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF562212(NAD 83)
 LD0526_MARKER: DB = BENCH MARK DISK
 LD0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0526_STAMPING: X 125 1935
 LD0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0526+STABILITY: SURFACE MOTION
 LD0526
 LD0526  HISTORY     - Date     Condition        Report By
 LD0526  HISTORY     - 1935     MONUMENTED       CGS
 LD0526  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 LD0526
 LD0526                          STATION DESCRIPTION
 LD0526
 LD0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0526'AT WEST BURLINGTON.
 LD0526'AT WEST BURLINGTON, DES MOINES COUNTY, ON THE CHICAGO, BURLINGTON
 LD0526'AND QUINCY RAILROAD, 200 FEET SOUTH OF THE WEST END OF THE STATION,
 LD0526'2 POLES WEST OF A ROAD CROSSING, AND 3 FEET NORTH OF A POLE.  A
 LD0526'STANDARD DISK, STAMPED X 125 1935 AND SET IN THE TOP OF A CONCRETE
 LD0526'POST.
 LD0526
 LD0526                          STATION RECOVERY (1980)
 LD0526
 LD0526'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LD0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0157 ***********************************************************************
 NM0157  DESIGNATION -  X 126
 NM0157  PID         -  NM0157
 NM0157  STATE/COUNTY-  IA/WOODBURY
 NM0157  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0157
 NM0157                         *CURRENT SURVEY CONTROL
 NM0157  ___________________________________________________________________
 NM0157* NAD 83(1986)-  42 24 00.     (N)    096 22 38.     (W)     SCALED    
 NM0157* NAVD 88     -       333.123  (meters)    1092.92   (feet)  ADJUSTED  
 NM0157  ___________________________________________________________________
 NM0157  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 NM0157  DYNAMIC HT  -         333.016 (meters)    1092.57  (feet)  COMP
 NM0157  MODELED GRAV-     980,291.2   (mgal)                       NAVD 88
 NM0157
 NM0157  VERT ORDER  -  FIRST     CLASS II
 NM0157
 NM0157.This mark is at Sioux Gateway Airport (SUX)
 NM0157
 NM0157.The horizontal coordinates were scaled from a topographic map and have
 NM0157.an estimated accuracy of +/- 6 seconds.
 NM0157
 NM0157.The orthometric height was determined by differential leveling
 NM0157.and adjusted by the National Geodetic Survey in June 1991..
 NM0157
 NM0157.The geoid height was determined by GEOID03.
 NM0157
 NM0157.The dynamic height is computed by dividing the NAVD 88
 NM0157.geopotential number by the normal gravity value computed on the
 NM0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0157.degrees latitude (g = 980.6199 gals.).
 NM0157
 NM0157.The modeled gravity was interpolated from observed gravity values.
 NM0157
 NM0157;                    North         East    Units  Estimated Accuracy
 NM0157;SPC IA N     - 1,104,000.    1,263,180.      MT  (+/- 180 meters Scaled)
 NM0157
 NM0157                          SUPERSEDED SURVEY CONTROL
 NM0157
 NM0157  NGVD 29 (??/??/92)  332.952  (m)         1092.36   (f) ADJ UNCH    1 2
 NM0157
 NM0157.Superseded values are not recommended for survey control.
 NM0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0157.See file dsdata.txt to determine how the superseded data were derived.
 NM0157
 NM0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM158975(NAD 83)
 NM0157_MARKER: DB = BENCH MARK DISK
 NM0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0157_SP_SET: MANHOLE
 NM0157_STAMPING: X 126 1945
 NM0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0157
 NM0157  HISTORY     - Date     Condition        Report By
 NM0157  HISTORY     - 1945     MONUMENTED       CGS
 NM0157  HISTORY     - 1962     GOOD             NGS
 NM0157  HISTORY     - 1966     GOOD             NGS
 NM0157
 NM0157                          STATION DESCRIPTION
 NM0157
 NM0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NM0157'0.9 MI W FROM SERGEANT BLUFF.
 NM0157'AT SIOUX CITY MUNICIPAL AIRPORT, WOODBURY COUNTY, ON SEVENTH
 NM0157'STREET, 120 FEET SOUTH OF THE OPERATIONS BUILDING, 50 FEET
 NM0157'SOUTH OF THE STREET, 5 FEET NORTH OF A HANGAR, IN THE SOUTH SIDE
 NM0157'OF A MANHOLE, AND ABOUT 4 INCHES HIGHER THAN THE GROUND.  A STANDARD
 NM0157'DISK, STAMPED X 126 1945.
 NM0157
 NM0157                          STATION RECOVERY (1966)
 NM0157
 NM0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0864 ***********************************************************************
 LF0864  DESIGNATION -  X 127
 LF0864  PID         -  LF0864
 LF0864  STATE/COUNTY-  IA/FREMONT
 LF0864  USGS QUAD   -  MC PAUL (1984)
 LF0864
 LF0864                         *CURRENT SURVEY CONTROL
 LF0864  ___________________________________________________________________
 LF0864* NAD 83(1986)-  40 47 50.     (N)    095 48 20.     (W)     SCALED    
 LF0864* NAVD 88     -       284.454  (meters)     933.25   (feet)  ADJUSTED  
 LF0864  ___________________________________________________________________
 LF0864  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 LF0864  DYNAMIC HT  -         284.312 (meters)     932.78  (feet)  COMP
 LF0864  MODELED GRAV-     980,118.4   (mgal)                       NAVD 88
 LF0864
 LF0864  VERT ORDER  -  FIRST     CLASS II
 LF0864
 LF0864.The horizontal coordinates were scaled from a topographic map and have
 LF0864.an estimated accuracy of +/- 6 seconds.
 LF0864
 LF0864.The orthometric height was determined by differential leveling
 LF0864.and adjusted by the National Geodetic Survey in June 1991..
 LF0864
 LF0864.The geoid height was determined by GEOID03.
 LF0864
 LF0864.The dynamic height is computed by dividing the NAVD 88
 LF0864.geopotential number by the normal gravity value computed on the
 LF0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0864.degrees latitude (g = 980.6199 gals.).
 LF0864
 LF0864.The modeled gravity was interpolated from observed gravity values.
 LF0864
 LF0864;                    North         East    Units  Estimated Accuracy
 LF0864;SPC IA S     -    91,110.      305,460.      MT  (+/- 180 meters Scaled)
 LF0864
 LF0864                          SUPERSEDED SURVEY CONTROL
 LF0864
 LF0864  NGVD 29 (??/??/92)  284.357  (m)          932.93   (f) ADJ UNCH    1 2
 LF0864
 LF0864.Superseded values are not recommended for survey control.
 LF0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0864.See file dsdata.txt to determine how the superseded data were derived.
 LF0864
 LF0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF633200(NAD 83)
 LF0864_MARKER: DB = BENCH MARK DISK
 LF0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0864_STAMPING: X 127 1947
 LF0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0864+STABILITY: SURFACE MOTION
 LF0864
 LF0864  HISTORY     - Date     Condition        Report By
 LF0864  HISTORY     - 1947     MONUMENTED       CGS
 LF0864  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0864  HISTORY     - 19890725 MARK NOT FOUND   NGS
 LF0864
 LF0864                          STATION DESCRIPTION
 LF0864
 LF0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0864'3.3 MI N FROM PERCIVAL.
 LF0864'3.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0864'FROM THE STATION AT PERCIVAL, AT A PRIVATE ROAD CROSSING, 155.6
 LF0864'FEET SOUTH SOUTHEAST OF MILE POST NO.159, 46.9 FEET EAST OF THE
 LF0864'EAST RAIL OF THE TRACK, 42.5 FEET NORTH OF A CONCRETE POST AT
 LF0864'THE SOUTH END OF AN IRON GATE WHICH IS ACROSS THE PRIVATE ROAD,
 LF0864'13.0 FEET EAST OF A DOUBLE GUY WIRE BRACED TELEPHONE POLE, 2.5
 LF0864'FEET SOUTH OF A REFERENCE POST, 1.2 FOOT WEST OF THE EAST RIGHT
 LF0864'OF WAY FENCE, SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE
 LF0864'TRACK AND PROJECTING 0.3 FOOT.  THIS BENCH MARK IS ALSO 1.7 MILE
 LF0864'SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 LF0864'THE STATION AT MC PAUL.
 LF0864
 LF0864                          STATION RECOVERY (1964)
 LF0864
 LF0864'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0864'MARK NOT FOUND.
 LF0864
 LF0864                          STATION RECOVERY (1989)
 LF0864
 LF0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0053 ***********************************************************************
 MK0053  DESIGNATION -  X 128
 MK0053  PID         -  MK0053
 MK0053  STATE/COUNTY-  IA/HARRISON
 MK0053  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0053
 MK0053                         *CURRENT SURVEY CONTROL
 MK0053  ___________________________________________________________________
 MK0053* NAD 83(1986)-  41 51 02.     (N)    096 04 20.     (W)     SCALED    
 MK0053* NAVD 88     -       315.448  (meters)    1034.93   (feet)  ADJUSTED  
 MK0053  ___________________________________________________________________
 MK0053  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 MK0053  DYNAMIC HT  -         315.325 (meters)    1034.53  (feet)  COMP
 MK0053  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 MK0053
 MK0053  VERT ORDER  -  FIRST     CLASS II
 MK0053
 MK0053.The horizontal coordinates were scaled from a topographic map and have
 MK0053.an estimated accuracy of +/- 6 seconds.
 MK0053
 MK0053.The orthometric height was determined by differential leveling
 MK0053.and adjusted by the National Geodetic Survey in June 1991..
 MK0053
 MK0053.The geoid height was determined by GEOID03.
 MK0053
 MK0053.The dynamic height is computed by dividing the NAVD 88
 MK0053.geopotential number by the normal gravity value computed on the
 MK0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0053.degrees latitude (g = 980.6199 gals.).
 MK0053
 MK0053.The modeled gravity was interpolated from observed gravity values.
 MK0053
 MK0053;                    North         East    Units  Estimated Accuracy
 MK0053;SPC IA S     -   208,670.      286,420.      MT  (+/- 180 meters Scaled)
 MK0053
 MK0053                          SUPERSEDED SURVEY CONTROL
 MK0053
 MK0053  NGVD 29 (??/??/92)  315.302  (m)         1034.45   (f) ADJ UNCH    1 2
 MK0053
 MK0053.Superseded values are not recommended for survey control.
 MK0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0053.See file dsdata.txt to determine how the superseded data were derived.
 MK0053
 MK0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM430373(NAD 83)
 MK0053_MARKER: DB = BENCH MARK DISK
 MK0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0053_SP_SET: CONCRETE POST
 MK0053_STAMPING: X 128 1948
 MK0053_MARK LOGO: CGS   
 MK0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0053+STABILITY: SURFACE MOTION
 MK0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0053+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1989
 MK0053
 MK0053  HISTORY     - Date     Condition        Report By
 MK0053  HISTORY     - 1948     MONUMENTED       CGS
 MK0053  HISTORY     - 1974     GOOD             LOCSUR
 MK0053  HISTORY     - 19890828 GOOD             NGS
 MK0053
 MK0053                          STATION DESCRIPTION
 MK0053
 MK0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0053'3.4 MI N FROM RIVER SIOUX.
 MK0053'3.45 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0053'FROM THE STATION AT RIVER SIOUX, AT A ROAD CROSSING, 259.0
 MK0053'FEET NORTH OF THE CENTER LINE OF THE ROAD, 40.0 FEET SOUTH OF THE
 MK0053'EXTENDED CENTER LINE OF A DOUBLE ROW OF COTTONWOOD TREES
 MK0053'ON THE WEST SIDE OF THE TRACK, 39.2 FEET EAST OF AND 9.0
 MK0053'FEET LOWER THAN THE EAST RAIL OF THE TRACK, 28.1 FEET NORTH
 MK0053'OF THE SECOND TELEGRAPH POLE NORTH OF THE ROAD CROSSING AND
 MK0053'IN LINE WITH THE ROW OF POLES, 8.5 FEET WEST OF THE EAST
 MK0053'RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF A REFERENCE POST,
 MK0053'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE
 MK0053'THE GROUND.
 MK0053
 MK0053                          STATION RECOVERY (1974)
 MK0053
 MK0053'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0053'RECOVERED IN GOOD CONDITION.
 MK0053
 MK0053                          STATION RECOVERY (1989)
 MK0053
 MK0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0053'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 MK0053'CHANGE--STATION, TO STATE HIGHWAY 301, AND 1.5 FEET, TO 0.5 M
 MK0053'(1.6 FT) EAST.  DELETE--40.0 FEET SOUTH OF THE EXTENDED CENTER LINE OF
 MK0053'A DOUBLE ROW OF COTTONWOOD TREES ON THE WEST SIDE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0042 ***********************************************************************
 MK0042  DESIGNATION -  X 129
 MK0042  PID         -  MK0042
 MK0042  STATE/COUNTY-  IA/HARRISON
 MK0042  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0042
 MK0042                         *CURRENT SURVEY CONTROL
 MK0042  ___________________________________________________________________
 MK0042* NAD 83(1986)-  41 47 11.     (N)    096 02 26.     (W)     SCALED    
 MK0042* NAVD 88     -       316.245  (meters)    1037.55   (feet)  ADJUSTED  
 MK0042  ___________________________________________________________________
 MK0042  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 MK0042  DYNAMIC HT  -         316.117 (meters)    1037.13  (feet)  COMP
 MK0042  MODELED GRAV-     980,209.5   (mgal)                       NAVD 88
 MK0042
 MK0042  VERT ORDER  -  FIRST     CLASS II
 MK0042
 MK0042.The horizontal coordinates were scaled from a topographic map and have
 MK0042.an estimated accuracy of +/- 6 seconds.
 MK0042
 MK0042.The orthometric height was determined by differential leveling
 MK0042.and adjusted by the National Geodetic Survey in June 1991..
 MK0042.WARNING-Repeat measurements at this control monument indicate possible
 MK0042.vertical movement.
 MK0042
 MK0042.The geoid height was determined by GEOID03.
 MK0042
 MK0042.The dynamic height is computed by dividing the NAVD 88
 MK0042.geopotential number by the normal gravity value computed on the
 MK0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0042.degrees latitude (g = 980.6199 gals.).
 MK0042
 MK0042.The modeled gravity was interpolated from observed gravity values.
 MK0042
 MK0042;                    North         East    Units  Estimated Accuracy
 MK0042;SPC IA S     -   201,470.      288,840.      MT  (+/- 180 meters Scaled)
 MK0042
 MK0042                          SUPERSEDED SURVEY CONTROL
 MK0042
 MK0042  NGVD 29 (??/??/92)  316.115  (m)         1037.12   (f) ADJ UNCH    1 2
 MK0042
 MK0042.Superseded values are not recommended for survey control.
 MK0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0042.See file dsdata.txt to determine how the superseded data were derived.
 MK0042
 MK0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM459302(NAD 83)
 MK0042_MARKER: DB = BENCH MARK DISK
 MK0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0042_SP_SET: CONCRETE POST
 MK0042_STAMPING: X 129 1948
 MK0042_MARK LOGO: CGS   
 MK0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0042+STABILITY: SURFACE MOTION
 MK0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0042+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1998
 MK0042
 MK0042  HISTORY     - Date     Condition        Report By
 MK0042  HISTORY     - 1948     MONUMENTED       CGS
 MK0042  HISTORY     - 1974     GOOD             LOCSUR
 MK0042  HISTORY     - 19890824 GOOD             NGS
 MK0042  HISTORY     - 19980504 GOOD             NGS
 MK0042
 MK0042                          STATION DESCRIPTION
 MK0042
 MK0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0042'1.3 MI S FROM RIVER SIOUX.
 MK0042'1.3 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0042'FROM THE STATION AT RIVER SIOUX, 5 POLES SOUTH OF MILEPOST 22,
 MK0042'47.7 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 75, 32.9
 MK0042'FEET WEST OF THE WEST RAIL, 3.2 FEET SOUTH OF A TELEPHONE POLE,
 MK0042'1.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK0042'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK0042
 MK0042                          STATION RECOVERY (1974)
 MK0042
 MK0042'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0042'RECOVERED IN GOOD CONDITION.
 MK0042
 MK0042                          STATION RECOVERY (1989)
 MK0042
 MK0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0042'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.2 KM
 MK0042'(1.35 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 MK0042'ITS JUNCTION WITH STATE HIGHWAY 301 IN RIVER SIOUX.  CHANGE--U.S.
 MK0042'HIGHWAY 75, TO A PAVED ROAD, AND 1.6 FEET NORTH, TO 0.5 M (1.6 FT)
 MK0042'WEST.
 MK0042
 MK0042                          STATION RECOVERY (1998)
 MK0042
 MK0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MK0042'0.2 KM (0.10 MI) SOUTHERLY ALONG 2ND STREET FROM THE POST OFFICE IN
 MK0042'LITTLE SIOUX, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG STATE HIGHWAY
 MK0042'301, THENCE 2.2 KM (1.35 MI) SOUTHERLY ALONG COUNTY ROAD K 45, 14.6 M
 MK0042'(47.9 FT) EAST OF THE ROAD CENTERLINE, 10.0 M (32.8 FT) WEST OF THE
 MK0042'NEAR RAIL OF THE CHICAGO AND NORTHWESTERN RAILROAD, 0.4 M (1.3 FT)
 MK0042'WEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 MK0042'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0317 ***********************************************************************
 NL0317  DESIGNATION -  X 13
 NL0317  PID         -  NL0317
 NL0317  STATE/COUNTY-  IA/SAC
 NL0317  USGS QUAD   -  EARLY (1980)
 NL0317
 NL0317                         *CURRENT SURVEY CONTROL
 NL0317  ___________________________________________________________________
 NL0317* NAD 83(1986)-  42 29 20.     (N)    095 13 33.     (W)     SCALED    
 NL0317* NAVD 88     -       418.650  (meters)    1373.52   (feet)  ADJUSTED  
 NL0317  ___________________________________________________________________
 NL0317  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 NL0317  DYNAMIC HT  -         418.502 (meters)    1373.04  (feet)  COMP
 NL0317  MODELED GRAV-     980,255.2   (mgal)                       NAVD 88
 NL0317
 NL0317  VERT ORDER  -  FIRST     CLASS II
 NL0317
 NL0317.The horizontal coordinates were scaled from a topographic map and have
 NL0317.an estimated accuracy of +/- 6 seconds.
 NL0317
 NL0317.The orthometric height was determined by differential leveling
 NL0317.and adjusted by the National Geodetic Survey in June 1991..
 NL0317
 NL0317.The geoid height was determined by GEOID03.
 NL0317
 NL0317.The dynamic height is computed by dividing the NAVD 88
 NL0317.geopotential number by the normal gravity value computed on the
 NL0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0317.degrees latitude (g = 980.6199 gals.).
 NL0317
 NL0317.The modeled gravity was interpolated from observed gravity values.
 NL0317
 NL0317;                    North         East    Units  Estimated Accuracy
 NL0317;SPC IA N     - 1,111,290.    1,358,130.      MT  (+/- 180 meters Scaled)
 NL0317
 NL0317                          SUPERSEDED SURVEY CONTROL
 NL0317
 NL0317  NGVD 29 (??/??/92)  418.539  (m)         1373.16   (f) ADJ UNCH    1 2
 NL0317
 NL0317.Superseded values are not recommended for survey control.
 NL0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0317.See file dsdata.txt to determine how the superseded data were derived.
 NL0317
 NL0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH170064(NAD 83)
 NL0317_MARKER: DB = BENCH MARK DISK
 NL0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0317_STAMPING: X 13 1933
 NL0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0317+STABILITY: SURFACE MOTION
 NL0317
 NL0317  HISTORY     - Date     Condition        Report By
 NL0317  HISTORY     - 1933     MONUMENTED       CGS
 NL0317  HISTORY     - 1934     GOOD             NGS
 NL0317
 NL0317                          STATION DESCRIPTION
 NL0317
 NL0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0317'3.2 MI E FROM SCHALLER.
 NL0317'3-1/4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0317'FROM SCHALLER, SAC COUNTY, NEAR MILEPOST 26, 180 YARDS EAST
 NL0317'OF OVERHEAD HIGHWAY BRIDGE 1479+1/2, 71 FEET SOUTH OF THE
 NL0317'CENTERLINE OF A GRAVEL ROAD ALONG THE NORTH SIDE OF SEC. 33,
 NL0317'T. 89 N., R. 37 W., 89 FEET SOUTHEAST OF A POLE, 50 FEET WEST
 NL0317'OF A FARM ROAD CROSSING, 34.3 FEET SOUTH OF A 30 INCH COTTONWOOD
 NL0317'TREE, AND 25 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 NL0317'STANDARD DISK, STAMPED X 13 1933 AND SET IN THE TOP OF A CONCRETE
 NL0317'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0835 ***********************************************************************
 MJ0835  DESIGNATION -  X 130
 MJ0835  PID         -  MJ0835
 MJ0835  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0835  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0835
 MJ0835                         *CURRENT SURVEY CONTROL
 MJ0835  ___________________________________________________________________
 MJ0835* NAD 83(1986)-  41 09 37.     (N)    095 50 28.     (W)     SCALED    
 MJ0835* NAVD 88     -       294.969  (meters)     967.74   (feet)  ADJUSTED  
 MJ0835  ___________________________________________________________________
 MJ0835  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 MJ0835  DYNAMIC HT  -         294.850 (meters)     967.35  (feet)  COMP
 MJ0835  MODELED GRAV-     980,212.5   (mgal)                       NAVD 88
 MJ0835
 MJ0835  VERT ORDER  -  SECOND    CLASS 0
 MJ0835
 MJ0835.The horizontal coordinates were scaled from a topographic map and have
 MJ0835.an estimated accuracy of +/- 6 seconds.
 MJ0835
 MJ0835.The orthometric height was determined by differential leveling
 MJ0835.and adjusted by the National Geodetic Survey in June 1991..
 MJ0835
 MJ0835.The geoid height was determined by GEOID03.
 MJ0835
 MJ0835.The dynamic height is computed by dividing the NAVD 88
 MJ0835.geopotential number by the normal gravity value computed on the
 MJ0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0835.degrees latitude (g = 980.6199 gals.).
 MJ0835
 MJ0835.The modeled gravity was interpolated from observed gravity values.
 MJ0835
 MJ0835;                    North         East    Units  Estimated Accuracy
 MJ0835;SPC IA S     -   131,490.      303,540.      MT  (+/- 180 meters Scaled)
 MJ0835
 MJ0835                          SUPERSEDED SURVEY CONTROL
 MJ0835
 MJ0835  NGVD 29 (??/??/92)  294.876  (m)          967.44   (f) ADJ UNCH    2 0
 MJ0835
 MJ0835.Superseded values are not recommended for survey control.
 MJ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0835.See file dsdata.txt to determine how the superseded data were derived.
 MJ0835
 MJ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF616604(NAD 83)
 MJ0835_MARKER: DB = BENCH MARK DISK
 MJ0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0835_STAMPING: X 130 1948
 MJ0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0835+STABILITY: SURFACE MOTION
 MJ0835
 MJ0835  HISTORY     - Date     Condition        Report By
 MJ0835  HISTORY     - 1948     MONUMENTED       CGS
 MJ0835
 MJ0835                          STATION DESCRIPTION
 MJ0835
 MJ0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0835'8.5 MI SW FROM COUNCIL BLUFFS.
 MJ0835'6.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0835'FROM THE STATION AT COUNCIL BLUFFS, THENCE 0.6 MILE WEST ALONG
 MJ0835'A GRAVEL ROAD WHICH FOLLOWS ALONG THE SOUTH END OF CARR LAKE,
 MJ0835'THENCE 0.9 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 1.0 MILE
 MJ0835'WEST ALONG POTTAWATAMIE-MILLS COUNTY LINE ROAD, 0.5 MILE EAST
 MJ0835'OF A POINT WHERE THE COUNTY LINE ROAD TURNS NORTH, 0.3 MILE WEST
 MJ0835'OF A JUNCTION OF A DIRT ROAD LEADING NORTH, 0.25 MILE WEST OF
 MJ0835'A JUNCTION OF A DIRT ROAD LEADING SOUTH, 37.0 FEET NORTH OF THE
 MJ0835'CENTER LINE OF THE EAST-WEST ROAD, 9.0 FEET EAST OF THE CENTER
 MJ0835'LINE OF A FARM ROAD LEADING NORTH, 3.0 FEET NORTHWEST OF AN
 MJ0835'IRON FENCE CORNER POST, 2.0 FEET SOUTH OF A 4 X 4 REFERENCE
 MJ0835'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 MJ0835'ABOVE THE GROUND.  MARK IS 0.45 MILE EAST AND SOUTH AND 0.5 MILE
 MJ0835'EAST ALONG A DIRT ROAD (COUNTY LINE ROAD) FROM TRIANGULATION
 MJ0835'REFERENCE MARK BEND R.M. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0868 ***********************************************************************
 MJ0868  DESIGNATION -  X 131
 MJ0868  PID         -  MJ0868
 MJ0868  STATE/COUNTY-  IA/MILLS
 MJ0868  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0868
 MJ0868                         *CURRENT SURVEY CONTROL
 MJ0868  ___________________________________________________________________
 MJ0868* NAD 83(1986)-  41 01 49.     (N)    095 50 47.     (W)     SCALED    
 MJ0868* NAVD 88     -       291.354  (meters)     955.88   (feet)  ADJUSTED  
 MJ0868  ___________________________________________________________________
 MJ0868  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 MJ0868  DYNAMIC HT  -         291.233 (meters)     955.49  (feet)  COMP
 MJ0868  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 MJ0868
 MJ0868  VERT ORDER  -  SECOND    CLASS 0
 MJ0868
 MJ0868.The horizontal coordinates were scaled from a topographic map and have
 MJ0868.an estimated accuracy of +/- 6 seconds.
 MJ0868
 MJ0868.The orthometric height was determined by differential leveling
 MJ0868.and adjusted by the National Geodetic Survey in June 1991..
 MJ0868
 MJ0868.The geoid height was determined by GEOID03.
 MJ0868
 MJ0868.The dynamic height is computed by dividing the NAVD 88
 MJ0868.geopotential number by the normal gravity value computed on the
 MJ0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0868.degrees latitude (g = 980.6199 gals.).
 MJ0868
 MJ0868.The modeled gravity was interpolated from observed gravity values.
 MJ0868
 MJ0868;                    North         East    Units  Estimated Accuracy
 MJ0868;SPC IA S     -   117,070.      302,710.      MT  (+/- 180 meters Scaled)
 MJ0868
 MJ0868                          SUPERSEDED SURVEY CONTROL
 MJ0868
 MJ0868  NGVD 29 (??/??/92)  291.262  (m)          955.58   (f) ADJ UNCH    2 0
 MJ0868
 MJ0868.Superseded values are not recommended for survey control.
 MJ0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0868.See file dsdata.txt to determine how the superseded data were derived.
 MJ0868
 MJ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF607460(NAD 83)
 MJ0868_MARKER: DB = BENCH MARK DISK
 MJ0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0868_STAMPING: X 131 1948
 MJ0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0868+STABILITY: SURFACE MOTION
 MJ0868
 MJ0868  HISTORY     - Date     Condition        Report By
 MJ0868  HISTORY     - 1948     MONUMENTED       CGS
 MJ0868
 MJ0868                          STATION DESCRIPTION
 MJ0868
 MJ0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0868'3 MI NW FROM PACIFIC JUNCTION.
 MJ0868'1 BLOCK WEST AND 1 1/2 BLOCKS NORTH FROM THE PACIFIC JUNCTION
 MJ0868'SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE WEST ALONG A DIRT
 MJ0868'ROAD, THENCE 0.75 MILE NORTH ALONG A DIRT ROAD, THENCE 1.25
 MJ0868'MILES WEST ALONG A DIRT ROAD, 0.25 MILE WEST OF A ROAD CROSSING,
 MJ0868'ABOUT 0.1 MILE EAST OF A RIVER LEVEE, 61.0 FEET NORTHEAST OF THE
 MJ0868'NORTHEAST CORNER OF AN OLD CRIB, 18.5 FEET SOUTH OF THE CENTER
 MJ0868'LINE OF THE EAST-WEST DIRT ROAD MEASURED FROM A POINT WHERE THE
 MJ0868'ROAD PASSES THROUGH A GATE IN A FENCE LINE, 16.0 FEET NORTH OF A
 MJ0868'24-INCH COTTONWOOD TREE WHICH IS THE NORTH ONE OF THREE TREES,
 MJ0868'16.0 FEET WEST OF THE EXTENSION TO THE SOUTH OF THE CENTER LINE
 MJ0868'OF AN ABANDONED ROAD LEADING NORTH, 1.5 FEET NORTH OF A 4X4
 MJ0868'REFERENCE POST, 1.0 FOOT EAST OF A FENCE LINE, SET IN THE TOP OF
 MJ0868'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MJ0868'MARK IS LOCATED 0.7 MILE NORTH AND 0.25 MILE WEST OF Y 131.
 MJ0868'MARK IS LOCATED 0.5 MILE SOUTHEAST AND 0.1 MILE EAST OF V 130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0540 ***********************************************************************
 MJ0540  DESIGNATION -  X 132
 MJ0540  PID         -  MJ0540
 MJ0540  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0540  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0540
 MJ0540                         *CURRENT SURVEY CONTROL
 MJ0540  ___________________________________________________________________
 MJ0540* NAD 83(1986)-  41 13 57.     (N)    095 50 12.     (W)     SCALED    
 MJ0540* NAVD 88     -       297.770  (meters)     976.93   (feet)  ADJUSTED  
 MJ0540  ___________________________________________________________________
 MJ0540  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 MJ0540  DYNAMIC HT  -         297.649 (meters)     976.54  (feet)  COMP
 MJ0540  MODELED GRAV-     980,209.6   (mgal)                       NAVD 88
 MJ0540
 MJ0540  VERT ORDER  -  FIRST     CLASS II
 MJ0540
 MJ0540.The horizontal coordinates were scaled from a topographic map and have
 MJ0540.an estimated accuracy of +/- 6 seconds.
 MJ0540
 MJ0540.The orthometric height was determined by differential leveling
 MJ0540.and adjusted by the National Geodetic Survey in June 1991..
 MJ0540
 MJ0540.The geoid height was determined by GEOID03.
 MJ0540
 MJ0540.The dynamic height is computed by dividing the NAVD 88
 MJ0540.geopotential number by the normal gravity value computed on the
 MJ0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0540.degrees latitude (g = 980.6199 gals.).
 MJ0540
 MJ0540.The modeled gravity was interpolated from observed gravity values.
 MJ0540
 MJ0540;                    North         East    Units  Estimated Accuracy
 MJ0540;SPC IA S     -   139,500.      304,130.      MT  (+/- 180 meters Scaled)
 MJ0540
 MJ0540                          SUPERSEDED SURVEY CONTROL
 MJ0540
 MJ0540  NGVD 29 (??/??/92)  297.660  (m)          976.57   (f) ADJ UNCH    1 2
 MJ0540
 MJ0540.Superseded values are not recommended for survey control.
 MJ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0540.See file dsdata.txt to determine how the superseded data were derived.
 MJ0540
 MJ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF622684(NAD 83)
 MJ0540_MARKER: DB = BENCH MARK DISK
 MJ0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0540_STAMPING: X 132 1948
 MJ0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0540+STABILITY: SURFACE MOTION
 MJ0540
 MJ0540  HISTORY     - Date     Condition        Report By
 MJ0540  HISTORY     - 1948     MONUMENTED       CGS
 MJ0540
 MJ0540                          STATION DESCRIPTION
 MJ0540
 MJ0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0540'1.2 MI SE FROM COUNCIL BLUFFS.
 MJ0540'1.2 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0540'RAILROAD FROM THE STATION AT COUNCIL BLUFFS, AT MILEPOST 498.0,
 MJ0540'0.5 MILE NORTHWEST OF STATE HIGHWAY 375 OVERPASS OVER THE CHICAGO,
 MJ0540'ROCK ISLAND AND PACIFIC AND THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0540'PACIFIC RAILROADS, 0.2 MILE EAST ALONG A DIRT ROAD FROM THE CROSSING
 MJ0540'OF THE DIRT ROAD AND THE WABASH RAILROAD, ABOUT 105 YARDS (PACED)
 MJ0540'WEST ALONG A DIRT ROAD FROM THE CROSSING OF THE DIRT ROAD AND THE
 MJ0540'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 150.7 FEET SOUTHWEST
 MJ0540'OF THE SOUTHWEST RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0540'PACIFIC MAIN TRACK, 21.5 FEET SOUTH OF THE CENTER LINE OF AN
 MJ0540'EAST-WEST DIRT ROAD (THIS DIRT ROAD CROSSES OVER THE RAILROAD
 MJ0540'AT THE SOUTHEAST END OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0540'PACIFIC RAILROAD YARDS), 1.0 FOOT NORTHEAST OF THE RIGHT-OF-WAY
 MJ0540'FENCE, 1.0 FOOT NORTH OF A 4 X 4 REFERENCE POST, SET IN THE TOP
 MJ0540'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1139 ***********************************************************************
 LF1139  DESIGNATION -  X 133
 LF1139  PID         -  LF1139
 LF1139  STATE/COUNTY-  IA/FREMONT
 LF1139  USGS QUAD   -  MC PAUL (1984)
 LF1139
 LF1139                         *CURRENT SURVEY CONTROL
 LF1139  ___________________________________________________________________
 LF1139* NAD 83(1986)-  40 51 28.     (N)    095 49 39.     (W)     SCALED    
 LF1139* NAVD 88     -       286.987  (meters)     941.56   (feet)  ADJUSTED  
 LF1139  ___________________________________________________________________
 LF1139  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 LF1139  DYNAMIC HT  -         286.853 (meters)     941.12  (feet)  COMP
 LF1139  MODELED GRAV-     980,149.4   (mgal)                       NAVD 88
 LF1139
 LF1139  VERT ORDER  -  SECOND    CLASS 0
 LF1139
 LF1139.The horizontal coordinates were scaled from a topographic map and have
 LF1139.an estimated accuracy of +/- 6 seconds.
 LF1139
 LF1139.The orthometric height was determined by differential leveling
 LF1139.and adjusted by the National Geodetic Survey in June 1991..
 LF1139
 LF1139.The geoid height was determined by GEOID03.
 LF1139
 LF1139.The dynamic height is computed by dividing the NAVD 88
 LF1139.geopotential number by the normal gravity value computed on the
 LF1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1139.degrees latitude (g = 980.6199 gals.).
 LF1139
 LF1139.The modeled gravity was interpolated from observed gravity values.
 LF1139
 LF1139;                    North         East    Units  Estimated Accuracy
 LF1139;SPC IA S     -    97,880.      303,790.      MT  (+/- 180 meters Scaled)
 LF1139
 LF1139                          SUPERSEDED SURVEY CONTROL
 LF1139
 LF1139  NGVD 29 (??/??/92)  286.901  (m)          941.27   (f) ADJ UNCH    2 0
 LF1139
 LF1139.Superseded values are not recommended for survey control.
 LF1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1139.See file dsdata.txt to determine how the superseded data were derived.
 LF1139
 LF1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF616268(NAD 83)
 LF1139_MARKER: DB = BENCH MARK DISK
 LF1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1139_STAMPING: X 133 1948
 LF1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1139+STABILITY: SURFACE MOTION
 LF1139
 LF1139  HISTORY     - Date     Condition        Report By
 LF1139  HISTORY     - 1948     MONUMENTED       CGS
 LF1139
 LF1139                          STATION DESCRIPTION
 LF1139
 LF1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1139'3.4 MI SW FROM BARTLETT.
 LF1139'0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1139'FROM THE STATION AT BARTLETT, THENCE 0.9 MILE WEST ALONG A DIRT
 LF1139'ROAD ON TOP OF THE SOUTH LEVEE OF WAUBONSIE CREEK DITCH, THENCE
 LF1139'0.4 MILE SOUTHWEST ALONG A DIRT ROAD ON TOP OF A RIVER LEVEE,
 LF1139'THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.6 MILE SOUTH
 LF1139'AND WEST ALONG A DIRT AND LEVEE ROAD, THENCE 0.7 MILE SOUTH
 LF1139'ALONG A DIRT ROAD THENCE 0.25 MILE WEST ALONG A DIRT AND FARM
 LF1139'ROAD, ON THE PROPERTY OF ROBERT J. HUNTER AND 0.2 MILE WEST OF
 LF1139'THE RED STUCCO HUNTER HOME, 6.5 FEET NORTH OF THE CENTER LINE
 LF1139'OF THE EAST-WEST FARM ROAD MEASURED FROM A POINT 15.7 FEET EAST
 LF1139'OF THE CENTER OF A BOARD GATE ACROSS THE FARM ROAD (THIS GATE
 LF1139'IS IN A NORTH-SOUTH PROPERTY LINE FENCE), 1.0 FOOT SOUTH OF A
 LF1139'FENCE LINE WHICH FOLLOWS THE EAST-WEST FARM ROAD, 1.5 FEET WEST
 LF1139'OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LF1139'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- MARK IS 0.1
 LF1139'MILE EAST, 0.5 MILE NORTH AND 0.2 MILE WEST OF W 133.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0987 ***********************************************************************
 LF0987  DESIGNATION -  X 134
 LF0987  PID         -  LF0987
 LF0987  STATE/COUNTY-  IA/FREMONT
 LF0987  USGS QUAD   -  HAMBURG (1984)
 LF0987
 LF0987                         *CURRENT SURVEY CONTROL
 LF0987  ___________________________________________________________________
 LF0987* NAD 83(1986)-  40 36 04.     (N)    095 44 43.     (W)     SCALED    
 LF0987* NAVD 88     -       278.248  (meters)     912.89   (feet)  ADJUSTED  
 LF0987  ___________________________________________________________________
 LF0987  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LF0987  DYNAMIC HT  -         278.101 (meters)     912.40  (feet)  COMP
 LF0987  MODELED GRAV-     980,090.5   (mgal)                       NAVD 88
 LF0987
 LF0987  VERT ORDER  -  SECOND    CLASS 0
 LF0987
 LF0987.The horizontal coordinates were scaled from a topographic map and have
 LF0987.an estimated accuracy of +/- 6 seconds.
 LF0987
 LF0987.The orthometric height was determined by differential leveling
 LF0987.and adjusted by the National Geodetic Survey in June 1991..
 LF0987
 LF0987.The geoid height was determined by GEOID03.
 LF0987
 LF0987.The dynamic height is computed by dividing the NAVD 88
 LF0987.geopotential number by the normal gravity value computed on the
 LF0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0987.degrees latitude (g = 980.6199 gals.).
 LF0987
 LF0987.The modeled gravity was interpolated from observed gravity values.
 LF0987
 LF0987;                    North         East    Units  Estimated Accuracy
 LF0987;SPC IA S     -    69,210.      309,980.      MT  (+/- 180 meters Scaled)
 LF0987
 LF0987                          SUPERSEDED SURVEY CONTROL
 LF0987
 LF0987  NGVD 29 (??/??/92)  278.148  (m)          912.56   (f) ADJ UNCH    2 0
 LF0987
 LF0987.Superseded values are not recommended for survey control.
 LF0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0987.See file dsdata.txt to determine how the superseded data were derived.
 LF0987
 LF0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE677981(NAD 83)
 LF0987_MARKER: DB = BENCH MARK DISK
 LF0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0987_STAMPING: X 134
 LF0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0987+STABILITY: SURFACE MOTION
 LF0987
 LF0987  HISTORY     - Date     Condition        Report By
 LF0987  HISTORY     - UNK      MONUMENTED       CGS
 LF0987  HISTORY     - 1948     GOOD             NGS
 LF0987  HISTORY     - 1966     MARK NOT FOUND   USGS
 LF0987
 LF0987                          STATION DESCRIPTION
 LF0987
 LF0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0987'4.5 MI NW FROM HAMBURG.
 LF0987'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0987'RAILROAD FROM THE STATION AT HAMBURG, THENCE 2.3 MILES WEST ALONG
 LF0987'A TAR ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE
 LF0987'0.5 MILE WEST ALONG A FARM ROAD, BETWEEN TWO LEVEES, AT THE
 LF0987'EAST END OF THE MOST WESTERLY LEVEE, AT THE NORTH EDGE OF A
 LF0987'SMALL CLUSTER OF SMALL HONEY LOCUST SPROUTS, 137.0 FEET SOUTH
 LF0987'OF THE CENTER LINE OF THE DIRT ROAD, 31.0 FEET EAST OF THE
 LF0987'TOP OF THE LEVEE MEASURED FROM THE POINT WHERE THE LEVEE TURNS
 LF0987'SOUTHWEST, ABOUT 350.0 FEET WEST OF THE MOST EASTERLY LEVEE,
 LF0987'1.5 FEET NORTH OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A
 LF0987'CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 LF0987
 LF0987                          STATION RECOVERY (1966)
 LF0987
 LF0987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LF0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0564 ***********************************************************************
 MJ0564  DESIGNATION -  X 135
 MJ0564  PID         -  MJ0564
 MJ0564  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0564  USGS QUAD   -  UNDERWOOD (1994)
 MJ0564
 MJ0564                         *CURRENT SURVEY CONTROL
 MJ0564  ___________________________________________________________________
 MJ0564* NAD 83(1986)-  41 24 13.     (N)    095 40 03.     (W)     SCALED    
 MJ0564* NAVD 88     -       325.236  (meters)    1067.05   (feet)  ADJUSTED  
 MJ0564  ___________________________________________________________________
 MJ0564  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 MJ0564  DYNAMIC HT  -         325.096 (meters)    1066.59  (feet)  COMP
 MJ0564  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 MJ0564
 MJ0564  VERT ORDER  -  FIRST     CLASS II
 MJ0564
 MJ0564.The horizontal coordinates were scaled from a topographic map and have
 MJ0564.an estimated accuracy of +/- 6 seconds.
 MJ0564
 MJ0564.The orthometric height was determined by differential leveling
 MJ0564.and adjusted by the National Geodetic Survey in June 1991..
 MJ0564
 MJ0564.The geoid height was determined by GEOID03.
 MJ0564
 MJ0564.The dynamic height is computed by dividing the NAVD 88
 MJ0564.geopotential number by the normal gravity value computed on the
 MJ0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0564.degrees latitude (g = 980.6199 gals.).
 MJ0564
 MJ0564.The modeled gravity was interpolated from observed gravity values.
 MJ0564
 MJ0564;                    North         East    Units  Estimated Accuracy
 MJ0564;SPC IA S     -   158,130.      318,780.      MT  (+/- 180 meters Scaled)
 MJ0564
 MJ0564                          SUPERSEDED SURVEY CONTROL
 MJ0564
 MJ0564  NGVD 29 (??/??/92)  325.118  (m)         1066.66   (f) ADJ UNCH    1 2
 MJ0564
 MJ0564.Superseded values are not recommended for survey control.
 MJ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0564.See file dsdata.txt to determine how the superseded data were derived.
 MJ0564
 MJ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF770869(NAD 83)
 MJ0564_MARKER: DB = BENCH MARK DISK
 MJ0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0564_STAMPING: X 135 1948
 MJ0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0564+STABILITY: SURFACE MOTION
 MJ0564
 MJ0564  HISTORY     - Date     Condition        Report By
 MJ0564  HISTORY     - 1948     MONUMENTED       CGS
 MJ0564
 MJ0564                          STATION DESCRIPTION
 MJ0564
 MJ0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0564'1.2 MI NE FROM UNDERWOOD.
 MJ0564'1.25 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0564'RAILROAD FROM THE STATION AT UNDERWOOD, AT A FARM ROAD CROSSING,
 MJ0564'0.3 MILE SOUTHWEST OF MLEPOST 482, 111.4 FEET SOUTHWEST ALONG
 MJ0564'THE RAILS FROM THE SOUTHWEST END OF RAILROAD BRIDGE 482.2, 44.7
 MJ0564'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 9.0 FEET SOUTHWEST OF THE
 MJ0564'CENTER OF A GATE IN THE RIGHT-OF-WAY FENCE LINE FOR A FARM
 MJ0564'ROAD LEADING INTO A FIELD, 1.2 FEET NORTHWEST OF THE RIGHT-OF-WAY
 MJ0564'FENCE, 1.2 FEET NORTHEAST OF A 4 X 4 REFERENCE POST, SET IN
 MJ0564'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MJ0564'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0233 ***********************************************************************
 MK0233  DESIGNATION -  X 136
 MK0233  PID         -  MK0233
 MK0233  STATE/COUNTY-  IA/HARRISON
 MK0233  USGS QUAD   -  MODALE (1970)
 MK0233
 MK0233                         *CURRENT SURVEY CONTROL
 MK0233  ___________________________________________________________________
 MK0233* NAD 83(1986)-  41 37 11.     (N)    096 05 39.     (W)     SCALED    
 MK0233* NAVD 88     -       309.128  (meters)    1014.20   (feet)  ADJUSTED  
 MK0233  ___________________________________________________________________
 MK0233  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 MK0233  DYNAMIC HT  -         308.993 (meters)    1013.75  (feet)  COMP
 MK0233  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 MK0233
 MK0233  VERT ORDER  -  SECOND    CLASS 0
 MK0233
 MK0233.The horizontal coordinates were scaled from a topographic map and have
 MK0233.an estimated accuracy of +/- 6 seconds.
 MK0233
 MK0233.The orthometric height was determined by differential leveling
 MK0233.and adjusted by the National Geodetic Survey in June 1991..
 MK0233
 MK0233.The geoid height was determined by GEOID03.
 MK0233
 MK0233.The dynamic height is computed by dividing the NAVD 88
 MK0233.geopotential number by the normal gravity value computed on the
 MK0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0233.degrees latitude (g = 980.6199 gals.).
 MK0233
 MK0233.The modeled gravity was interpolated from observed gravity values.
 MK0233
 MK0233;                    North         East    Units  Estimated Accuracy
 MK0233;SPC IA S     -   183,100.      283,830.      MT  (+/- 180 meters Scaled)
 MK0233
 MK0233                          SUPERSEDED SURVEY CONTROL
 MK0233
 MK0233  NGVD 29 (??/??/92)  308.981  (m)         1013.72   (f) ADJ UNCH    2 0
 MK0233
 MK0233.Superseded values are not recommended for survey control.
 MK0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0233.See file dsdata.txt to determine how the superseded data were derived.
 MK0233
 MK0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM420116(NAD 83)
 MK0233_MARKER: DB = BENCH MARK DISK
 MK0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0233_STAMPING: X 136 1948
 MK0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0233+STABILITY: SURFACE MOTION
 MK0233
 MK0233  HISTORY     - Date     Condition        Report By
 MK0233  HISTORY     - 1948     MONUMENTED       CGS
 MK0233  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0233
 MK0233                          STATION DESCRIPTION
 MK0233
 MK0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0233'6.2 MI W FROM MODALE.
 MK0233'1.0 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE MODALE
 MK0233'CONSOLIDATED SCHOOL AT MODALE, THENCE 3.2 MILES WEST ALONG A
 MK0233'DIRT ROAD, THENCE 0.6 MILE NORTH ALONG A DIRT ROAD, THENCE
 MK0233'0.5 MILE WEST ALONG A DIRT ROAD, THENCE 0.9 MILE NORTHWEST
 MK0233'ALONG A DIRT ROAD, 0.2 MILE SOUTH OF A ROAD ON TOP OF A DIKE,
 MK0233'ON THE OUTSIDE OF A 90-DEGREE TURN IN THE ROAD WITH TANGENTS
 MK0233'LEADING NORTH AND EAST, 43.0 FEET SOUTHWEST OF THE CENTER LINE
 MK0233'OF THE ROAD, 3.2 FEET NORTHEAST OF THE SOUTHEAST GATE POST, 1.2
 MK0233'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1.7 FEET WEST OF
 MK0233'A REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.5
 MK0233'FOOT ABOVE THE GROUND.
 MK0233
 MK0233                          STATION RECOVERY (1970)
 MK0233
 MK0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0704 ***********************************************************************
 MJ0704  DESIGNATION -  X 137
 MJ0704  PID         -  MJ0704
 MJ0704  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0704  USGS QUAD   -  LOVELAND (1994)
 MJ0704
 MJ0704                         *CURRENT SURVEY CONTROL
 MJ0704  ___________________________________________________________________
 MJ0704* NAD 83(1986)-  41 29 28.     (N)    095 57 54.     (W)     SCALED    
 MJ0704* NAVD 88     -       304.907  (meters)    1000.35   (feet)  ADJUSTED  
 MJ0704  ___________________________________________________________________
 MJ0704  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 MJ0704  DYNAMIC HT  -         304.766 (meters)     999.89  (feet)  COMP
 MJ0704  MODELED GRAV-     980,151.9   (mgal)                       NAVD 88
 MJ0704
 MJ0704  VERT ORDER  -  SECOND    CLASS 0
 MJ0704
 MJ0704.The horizontal coordinates were scaled from a topographic map and have
 MJ0704.an estimated accuracy of +/- 6 seconds.
 MJ0704
 MJ0704.The orthometric height was determined by differential leveling
 MJ0704.and adjusted by the National Geodetic Survey in June 1991..
 MJ0704
 MJ0704.The geoid height was determined by GEOID03.
 MJ0704
 MJ0704.The dynamic height is computed by dividing the NAVD 88
 MJ0704.geopotential number by the normal gravity value computed on the
 MJ0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0704.degrees latitude (g = 980.6199 gals.).
 MJ0704
 MJ0704.The modeled gravity was interpolated from observed gravity values.
 MJ0704
 MJ0704;                    North         East    Units  Estimated Accuracy
 MJ0704;SPC IA S     -   168,500.      294,190.      MT  (+/- 180 meters Scaled)
 MJ0704
 MJ0704                          SUPERSEDED SURVEY CONTROL
 MJ0704
 MJ0704  NGVD 29 (??/??/92)  304.768  (m)          999.89   (f) ADJ UNCH    2 0
 MJ0704
 MJ0704.Superseded values are not recommended for survey control.
 MJ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0704.See file dsdata.txt to determine how the superseded data were derived.
 MJ0704
 MJ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF524975(NAD 83)
 MJ0704_MARKER: DB = BENCH MARK DISK
 MJ0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0704_STAMPING: X 137 1948
 MJ0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0704+STABILITY: SURFACE MOTION
 MJ0704
 MJ0704  HISTORY     - Date     Condition        Report By
 MJ0704  HISTORY     - 1948     MONUMENTED       CGS
 MJ0704  HISTORY     - 1949     GOOD             NGS
 MJ0704
 MJ0704                          STATION DESCRIPTION
 MJ0704
 MJ0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0704'5.4 MI W FROM LOVELAND.
 MJ0704'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0704'LOVELAND, THENCE 2.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.0
 MJ0704'MILE SOUTH ALONG A DIRT ROAD, THENCE 0.8 MILE WEST ALONG A DIRT
 MJ0704'ROAD, THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, THENCE 0.7 MILE
 MJ0704'WEST ALONG A DIRT ROAD, AT A FARMHOUSE, 135.0 FEET WEST OF THE
 MJ0704'CENTER LINE OF THE PRIVATE DRIVE, 91.7 FEET NORTHWEST OF THE
 MJ0704'NORTHWEST CORNER OF THE HOUSE, 4.7 FEET NORTHEAST OF A CORNER
 MJ0704'FENCE POST, 2.5 FEET WEST OF A POWER LINE POLE, 25.0 FEET SOUTH
 MJ0704'OF THE CENTER LINE OF THE ROAD, 1.7 FEET EAST OF A REFERENCE
 MJ0704'POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MJ0704'GROUND.
 MJ0704
 MJ0704                          STATION RECOVERY (1949)
 MJ0704
 MJ0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 MJ0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0734 ***********************************************************************
 MJ0734  DESIGNATION -  X 138
 MJ0734  PID         -  MJ0734
 MJ0734  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0734  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0734
 MJ0734                         *CURRENT SURVEY CONTROL
 MJ0734  ___________________________________________________________________
 MJ0734* NAD 83(1986)-  41 21 33.     (N)    095 54 22.     (W)     SCALED    
 MJ0734* NAVD 88     -       301.542  (meters)     989.31   (feet)  ADJUSTED  
 MJ0734  ___________________________________________________________________
 MJ0734  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 MJ0734  DYNAMIC HT  -         301.412 (meters)     988.88  (feet)  COMP
 MJ0734  MODELED GRAV-     980,182.3   (mgal)                       NAVD 88
 MJ0734
 MJ0734  VERT ORDER  -  SECOND    CLASS 0
 MJ0734
 MJ0734.The horizontal coordinates were scaled from a topographic map and have
 MJ0734.an estimated accuracy of +/- 6 seconds.
 MJ0734
 MJ0734.The orthometric height was determined by differential leveling
 MJ0734.and adjusted by the National Geodetic Survey in June 1991..
 MJ0734
 MJ0734.The geoid height was determined by GEOID03.
 MJ0734
 MJ0734.The dynamic height is computed by dividing the NAVD 88
 MJ0734.geopotential number by the normal gravity value computed on the
 MJ0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0734.degrees latitude (g = 980.6199 gals.).
 MJ0734
 MJ0734.The modeled gravity was interpolated from observed gravity values.
 MJ0734
 MJ0734;                    North         East    Units  Estimated Accuracy
 MJ0734;SPC IA S     -   153,720.      298,700.      MT  (+/- 180 meters Scaled)
 MJ0734
 MJ0734                          SUPERSEDED SURVEY CONTROL
 MJ0734
 MJ0734  NGVD 29 (??/??/92)  301.414  (m)          988.89   (f) ADJ UNCH    2 0
 MJ0734
 MJ0734.Superseded values are not recommended for survey control.
 MJ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0734.See file dsdata.txt to determine how the superseded data were derived.
 MJ0734
 MJ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF569827(NAD 83)
 MJ0734_MARKER: DB = BENCH MARK DISK
 MJ0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0734_STAMPING: X 138 1948
 MJ0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0734+STABILITY: SURFACE MOTION
 MJ0734
 MJ0734  HISTORY     - Date     Condition        Report By
 MJ0734  HISTORY     - 1948     MONUMENTED       CGS
 MJ0734  HISTORY     - 1973     GOOD             NGS
 MJ0734
 MJ0734                          STATION DESCRIPTION
 MJ0734
 MJ0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0734'3.1 MI W FROM CRESCENT.
 MJ0734'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0734'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 0.5
 MJ0734'MILE SOUTH ALONG A DIRT ROAD, THENCE 1.3 MILES WEST ALONG A DIRT
 MJ0734'ROAD, AT A FARMHOUSE, 77.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MJ0734'OF THE HOUSE, 53.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 MJ0734'23.0 FEET EAST OF THE CENTER LINE OF THE PRIVATE ROAD, 7.0 FEET
 MJ0734'EAST-SOUTHEAST OF A 36-INCH COTTONWOOD TREE, 1.0 FOOT WEST OF A
 MJ0734'FENCE, 1.5 FEET SOUTH OF A REFERENCE POST, SET IN TOP OF A CONCRETE
 MJ0734'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MJ0734
 MJ0734                          STATION RECOVERY (1973)
 MJ0734
 MJ0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MJ0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0281 ***********************************************************************
 NM0281  DESIGNATION -  X 140
 NM0281  PID         -  NM0281
 NM0281  STATE/COUNTY-  IA/MONONA
 NM0281  USGS QUAD   -  ALBATON (1969)
 NM0281
 NM0281                         *CURRENT SURVEY CONTROL
 NM0281  ___________________________________________________________________
 NM0281* NAD 83(1986)-  42 11 07.     (N)    096 16 11.     (W)     SCALED    
 NM0281* NAVD 88     -       326.547  (meters)    1071.35   (feet)  ADJUSTED  
 NM0281  ___________________________________________________________________
 NM0281  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 NM0281  DYNAMIC HT  -         326.436 (meters)    1070.98  (feet)  COMP
 NM0281  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 NM0281
 NM0281  VERT ORDER  -  SECOND    CLASS 0
 NM0281
 NM0281.The horizontal coordinates were scaled from a topographic map and have
 NM0281.an estimated accuracy of +/- 6 seconds.
 NM0281
 NM0281.The orthometric height was determined by differential leveling
 NM0281.and adjusted by the National Geodetic Survey in June 1991..
 NM0281
 NM0281.The geoid height was determined by GEOID03.
 NM0281
 NM0281.The dynamic height is computed by dividing the NAVD 88
 NM0281.geopotential number by the normal gravity value computed on the
 NM0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0281.degrees latitude (g = 980.6199 gals.).
 NM0281
 NM0281.The modeled gravity was interpolated from observed gravity values.
 NM0281
 NM0281;                    North         East    Units  Estimated Accuracy
 NM0281;SPC IA N     - 1,079,870.    1,271,240.      MT  (+/- 180 meters Scaled)
 NM0281
 NM0281                          SUPERSEDED SURVEY CONTROL
 NM0281
 NM0281  NGVD 29 (??/??/92)  326.402  (m)         1070.87   (f) ADJ UNCH    2 0
 NM0281
 NM0281.Superseded values are not recommended for survey control.
 NM0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0281.See file dsdata.txt to determine how the superseded data were derived.
 NM0281
 NM0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM254739(NAD 83)
 NM0281_MARKER: DB = BENCH MARK DISK
 NM0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0281_STAMPING: X 140 1948
 NM0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0281+STABILITY: SURFACE MOTION
 NM0281
 NM0281  HISTORY     - Date     Condition        Report By
 NM0281  HISTORY     - 1948     MONUMENTED       CGS
 NM0281
 NM0281                          STATION DESCRIPTION
 NM0281
 NM0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0281'1.1 MI E FROM ALBATON.
 NM0281'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0281'AT ALBATON, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, AT A
 NM0281'FARMHOUSE, ABOUT 275.0 FEET EAST OF A CROSS ROADS, 62.8 FEET
 NM0281'SOUTH OF THE SOUTHEAST CORNER OF A WHITE BARN, 35.0 FEET NORTH
 NM0281'OF THE CENTER LINE OF THE ROAD, 16.0 FEET EAST OF THE CENTER
 NM0281'LINE OF A PRIVATE ROAD, 7.3 FEET EAST OF AN EAST GATE POST, 2.0
 NM0281'FEET NORTH OF A FENCE, 1.8 FEET EAST OF A REFERENCE POST, SET
 NM0281'IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0280 ***********************************************************************
 NM0280  DESIGNATION -  X 140 RESET
 NM0280  PID         -  NM0280
 NM0280  STATE/COUNTY-  IA/MONONA
 NM0280  USGS QUAD   -  ALBATON (1969)
 NM0280
 NM0280                         *CURRENT SURVEY CONTROL
 NM0280  ___________________________________________________________________
 NM0280* NAD 83(1986)-  42 11 07.     (N)    096 16 11.     (W)     SCALED    
 NM0280* NAVD 88     -       326.28   (meters)    1070.5    (feet)  RESET     
 NM0280  ___________________________________________________________________
 NM0280  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 NM0280
 NM0280  VERT ORDER  -  THIRD
 NM0280
 NM0280.The horizontal coordinates were scaled from a topographic map and have
 NM0280.an estimated accuracy of +/- 6 seconds.
 NM0280
 NM0280.The orthometric height was computed from unverified reset data.
 NM0280
 NM0280.The geoid height was determined by GEOID03.
 NM0280
 NM0280;                    North         East    Units  Estimated Accuracy
 NM0280;SPC IA N     - 1,079,870.    1,271,240.      MT  (+/- 180 meters Scaled)
 NM0280
 NM0280                          SUPERSEDED SURVEY CONTROL
 NM0280
 NM0280  NGVD 29 (??/??/??)  326.14   (m)         1070.0    (f) RESET       3  
 NM0280
 NM0280.Superseded values are not recommended for survey control.
 NM0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0280.See file dsdata.txt to determine how the superseded data were derived.
 NM0280
 NM0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM254739(NAD 83)
 NM0280_MARKER: DB = BENCH MARK DISK
 NM0280_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NM0280+WITH SETTING: INTO GROUND
 NM0280_STAMPING: X 140 RESET 1973
 NM0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0280+STABILITY: SURFACE MOTION
 NM0280
 NM0280  HISTORY     - Date     Condition        Report By
 NM0280  HISTORY     - 1973     MONUMENTED       NGS
 NM0280
 NM0280                          STATION DESCRIPTION
 NM0280
 NM0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NM0280'1.1 MI E FROM ALBATON.
 NM0280'TO REACH THE BENCH MARK FROM THE ALBATON, SKEIN LUTHERAN CHURCH,
 NM0280'GO SOUTH FOR 0.1 MILE TO CROSSROAD, TURN LEFT AND GO EAST ON
 NM0280'THE COUNTY ROAD FOR 1.0 MILE TO A FARM ON THE LEFT AND THE BENCH
 NM0280'MARK IN THE FARM YARD, 87 FEET NORTH OF THE CENTER OF THE COUNTY
 NM0280'ROAD, 82.3 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NM0280'FARM HOUSE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE BENCH
 NM0280'MARK IS A STANDARD DISK STAMPED X 140 RESET 1973, CRIMPED TO THE
 NM0280'TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10 INCH STEEL PLATE
 NM0280'BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND IS FLUSH WITH
 NM0280'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0319 ***********************************************************************
 NM0319  DESIGNATION -  X 141
 NM0319  PID         -  NM0319
 NM0319  STATE/COUNTY-  IA/MONONA
 NM0319  USGS QUAD   -  ONAWA SW (1969)
 NM0319
 NM0319                         *CURRENT SURVEY CONTROL
 NM0319  ___________________________________________________________________
 NM0319* NAD 83(1986)-  42 03 17.     (N)    096 14 58.     (W)     SCALED    
 NM0319* NAVD 88     -       319.741  (meters)    1049.02   (feet)  ADJUSTED  
 NM0319  ___________________________________________________________________
 NM0319  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 NM0319  DYNAMIC HT  -         319.628 (meters)    1048.65  (feet)  COMP
 NM0319  MODELED GRAV-     980,260.6   (mgal)                       NAVD 88
 NM0319
 NM0319  VERT ORDER  -  SECOND    CLASS 0
 NM0319
 NM0319.The horizontal coordinates were scaled from a topographic map and have
 NM0319.an estimated accuracy of +/- 6 seconds.
 NM0319
 NM0319.The orthometric height was determined by differential leveling
 NM0319.and adjusted by the National Geodetic Survey in June 1991..
 NM0319
 NM0319.The geoid height was determined by GEOID03.
 NM0319
 NM0319.The dynamic height is computed by dividing the NAVD 88
 NM0319.geopotential number by the normal gravity value computed on the
 NM0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0319.degrees latitude (g = 980.6199 gals.).
 NM0319
 NM0319.The modeled gravity was interpolated from observed gravity values.
 NM0319
 NM0319;                    North         East    Units  Estimated Accuracy
 NM0319;SPC IA N     - 1,065,320.    1,272,440.      MT  (+/- 180 meters Scaled)
 NM0319
 NM0319                          SUPERSEDED SURVEY CONTROL
 NM0319
 NM0319  NGVD 29 (??/??/92)  319.600  (m)         1048.55   (f) ADJ UNCH    2 0
 NM0319
 NM0319.Superseded values are not recommended for survey control.
 NM0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0319.See file dsdata.txt to determine how the superseded data were derived.
 NM0319
 NM0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM276595(NAD 83)
 NM0319_MARKER: DB = BENCH MARK DISK
 NM0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0319_STAMPING: X 141 1948
 NM0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0319+STABILITY: SURFACE MOTION
 NM0319
 NM0319  HISTORY     - Date     Condition        Report By
 NM0319  HISTORY     - 1948     MONUMENTED       CGS
 NM0319  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0319
 NM0319                          STATION DESCRIPTION
 NM0319
 NM0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0319'11.4 MI SW FROM WHITING.
 NM0319'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0319'FROM THE STATION AT WHITING, THENCE 5.3 MILES WEST ALONG A
 NM0319'DIRT ROAD, THENCE 2.2 MILES SOUTH ALONG A DIRT ROAD, THENCE
 NM0319'0.8 MILE SOUTHWEST ALONG A DIRT ROAD, THENCE 0.7 MILE SOUTH ALONG
 NM0319'A DIRT ROAD, AT A T ROAD, 102.0 FEET EAST OF THE CENTER LINE OF
 NM0319'THE NORTH-SOUTH ROAD, 32.0 FEET NORTH OF THE CENTER LINE OF THE
 NM0319'ROAD LEADING EAST, 23.2 FEET SOUTHEAST OF A 12-INCH COTTONWOOD
 NM0319'TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF TREE, 11.5
 NM0319'FEET NORTHEAST OF A 14-INCH COTTONWOOD TREE WITH A TRIANGULAR
 NM0319'BLAZE ON THE WEST SIDE OF TREE, 1.7 FEET WEST OF A REFERENCE
 NM0319'POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 NM0319'THE GROUND.
 NM0319
 NM0319                          STATION RECOVERY (1965)
 NM0319
 NM0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0258 ***********************************************************************
 NM0258  DESIGNATION -  X 142
 NM0258  PID         -  NM0258
 NM0258  STATE/COUNTY-  IA/WOODBURY
 NM0258  USGS QUAD   -  SALIX (1976)
 NM0258
 NM0258                         *CURRENT SURVEY CONTROL
 NM0258  ___________________________________________________________________
 NM0258* NAD 83(1986)-  42 16 19.     (N)    096 17 24.     (W)     SCALED    
 NM0258* NAVD 88     -       328.151  (meters)    1076.61   (feet)  ADJUSTED  
 NM0258  ___________________________________________________________________
 NM0258  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 NM0258  DYNAMIC HT  -         328.043 (meters)    1076.25  (feet)  COMP
 NM0258  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 NM0258
 NM0258  VERT ORDER  -  SECOND    CLASS 0
 NM0258
 NM0258.The horizontal coordinates were scaled from a topographic map and have
 NM0258.an estimated accuracy of +/- 6 seconds.
 NM0258
 NM0258.The orthometric height was determined by differential leveling
 NM0258.and adjusted by the National Geodetic Survey in June 1991..
 NM0258
 NM0258.The geoid height was determined by GEOID03.
 NM0258
 NM0258.The dynamic height is computed by dividing the NAVD 88
 NM0258.geopotential number by the normal gravity value computed on the
 NM0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0258.degrees latitude (g = 980.6199 gals.).
 NM0258
 NM0258.The modeled gravity was interpolated from observed gravity values.
 NM0258
 NM0258;                    North         East    Units  Estimated Accuracy
 NM0258;SPC IA N     - 1,089,540.    1,269,880.      MT  (+/- 180 meters Scaled)
 NM0258
 NM0258                          SUPERSEDED SURVEY CONTROL
 NM0258
 NM0258  NGVD 29 (??/??/92)  327.998  (m)         1076.11   (f) ADJ UNCH    2 0
 NM0258
 NM0258.Superseded values are not recommended for survey control.
 NM0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0258.See file dsdata.txt to determine how the superseded data were derived.
 NM0258
 NM0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM234835(NAD 83)
 NM0258_MARKER: DB = BENCH MARK DISK
 NM0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0258_STAMPING: X 142 1948
 NM0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0258+STABILITY: SURFACE MOTION
 NM0258
 NM0258  HISTORY     - Date     Condition        Report By
 NM0258  HISTORY     - 1948     MONUMENTED       CGS
 NM0258
 NM0258                          STATION DESCRIPTION
 NM0258
 NM0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0258'5.1 MI NW FROM SLOAN.
 NM0258'2.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0258'FROM THE STATION AT SLOAN, THENCE 2.1 MILES WEST ALONG A GRAVEL
 NM0258'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, 1.0 MILE EAST
 NM0258'ALONG A GRAVEL ROAD FROM BENCH MARK W 142 1948, AT A T ROAD, 53.0
 NM0258'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 26.0 FEET
 NM0258'WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 3.4 FEET SOUTH
 NM0258'OF A SOUTH GATE POST, 0.6 FOOT EAST OF A FENCE, 1.4 FEET NORTH OF
 NM0258'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0258'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0074 ***********************************************************************
 NM0074  DESIGNATION -  X 143
 NM0074  PID         -  NM0074
 NM0074  STATE/COUNTY-  IA/MONONA
 NM0074  USGS QUAD   -  ONAWA (1969)
 NM0074
 NM0074                         *CURRENT SURVEY CONTROL
 NM0074  ___________________________________________________________________
 NM0074* NAD 83(1986)-  42 01 31.     (N)    096 06 10.     (W)     SCALED    
 NM0074* NAVD 88     -       320.863  (meters)    1052.70   (feet)  ADJUSTED  
 NM0074  ___________________________________________________________________
 NM0074  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 NM0074  DYNAMIC HT  -         320.746 (meters)    1052.31  (feet)  COMP
 NM0074  MODELED GRAV-     980,250.9   (mgal)                       NAVD 88
 NM0074
 NM0074  VERT ORDER  -  FIRST     CLASS II
 NM0074
 NM0074.The horizontal coordinates were scaled from a topographic map and have
 NM0074.an estimated accuracy of +/- 6 seconds.
 NM0074
 NM0074.The orthometric height was determined by differential leveling
 NM0074.and adjusted by the National Geodetic Survey in June 1991..
 NM0074.WARNING-Repeat measurements at this control monument indicate possible
 NM0074.vertical movement.
 NM0074
 NM0074.The geoid height was determined by GEOID03.
 NM0074
 NM0074.The dynamic height is computed by dividing the NAVD 88
 NM0074.geopotential number by the normal gravity value computed on the
 NM0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0074.degrees latitude (g = 980.6199 gals.).
 NM0074
 NM0074.The modeled gravity was interpolated from observed gravity values.
 NM0074
 NM0074;                    North         East    Units  Estimated Accuracy
 NM0074;SPC IA N     - 1,061,660.    1,284,480.      MT  (+/- 180 meters Scaled)
 NM0074
 NM0074                          SUPERSEDED SURVEY CONTROL
 NM0074
 NM0074  NGVD 29 (??/??/92)  320.707  (m)         1052.19   (f) ADJ UNCH    1 2
 NM0074
 NM0074.Superseded values are not recommended for survey control.
 NM0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0074.See file dsdata.txt to determine how the superseded data were derived.
 NM0074
 NM0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM398566(NAD 83)
 NM0074_MARKER: DB = BENCH MARK DISK
 NM0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0074_SP_SET: CONCRETE POST
 NM0074_STAMPING: X 143 1948
 NM0074_MARK LOGO: CGS   
 NM0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0074+STABILITY: SURFACE MOTION
 NM0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0074+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1989
 NM0074
 NM0074  HISTORY     - Date     Condition        Report By
 NM0074  HISTORY     - 1948     MONUMENTED       CGS
 NM0074  HISTORY     - 19890905 GOOD             NGS
 NM0074
 NM0074                          STATION DESCRIPTION
 NM0074
 NM0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0074'AT ONAWA.
 NM0074'AT ONAWA, AT THE NORTHWEST CORNER OF WEST 6TH STREET AND DIAMOND
 NM0074'STREET, 93.0 FEET WEST OF THE CENTER LINE OF WEST 6TH STREET,
 NM0074'55.0 FEET NORTH OF THE CENTER LINE OF DIAMOND STREET, 4.9 FEET
 NM0074'EAST OF THE BACK DOOR OF HOUSE NO. 124 WEST 6TH STREET WHICH
 NM0074'IS NOW OCCUPIED BY MR. LARRY HART, SET IN THE TOP OF A CONCRETE
 NM0074'POST.
 NM0074
 NM0074                          STATION RECOVERY (1989)
 NM0074
 NM0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0074'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ONAWA, AT
 NM0074'1024 FOURTEENTH STREET, 28.4 M (93.2 FT) WEST OF THE CENTER OF
 NM0074'FOURTEENTH STREET, 16.8 M (55.1 FT) NORTH OF THE CENTER OF DIAMOND
 NM0074'STREET, 1.5 M (4.9 FT) EAST OF THE SOUTH DOOR OF A HOUSE AT 1024
 NM0074'FOURTEENTH STREET, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE STREETS, AND
 NM0074'IN A CONCRETE MONUMENT THAT IS FLUSH WITH AND SURROUNDED BY A
 NM0074'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0207 ***********************************************************************
 MK0207  DESIGNATION -  X 144
 MK0207  PID         -  MK0207
 MK0207  STATE/COUNTY-  IA/MONONA
 MK0207  USGS QUAD   -  TEKAMAH NW (1970)
 MK0207
 MK0207                         *CURRENT SURVEY CONTROL
 MK0207  ___________________________________________________________________
 MK0207* NAD 83(1986)-  41 58 28.     (N)    096 07 45.     (W)     SCALED    
 MK0207* NAVD 88     -       316.456  (meters)    1038.24   (feet)  ADJUSTED  
 MK0207  ___________________________________________________________________
 MK0207  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 MK0207  DYNAMIC HT  -         316.341 (meters)    1037.86  (feet)  COMP
 MK0207  MODELED GRAV-     980,248.8   (mgal)                       NAVD 88
 MK0207
 MK0207  VERT ORDER  -  SECOND    CLASS 0
 MK0207
 MK0207.The horizontal coordinates were scaled from a topographic map and have
 MK0207.an estimated accuracy of +/- 6 seconds.
 MK0207
 MK0207.The orthometric height was determined by differential leveling
 MK0207.and adjusted by the National Geodetic Survey in June 1991..
 MK0207
 MK0207.The geoid height was determined by GEOID03.
 MK0207
 MK0207.The dynamic height is computed by dividing the NAVD 88
 MK0207.geopotential number by the normal gravity value computed on the
 MK0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0207.degrees latitude (g = 980.6199 gals.).
 MK0207
 MK0207.The modeled gravity was interpolated from observed gravity values.
 MK0207
 MK0207;                    North         East    Units  Estimated Accuracy
 MK0207;SPC IA N     - 1,056,090.    1,282,120.      MT  (+/- 180 meters Scaled)
 MK0207
 MK0207                          SUPERSEDED SURVEY CONTROL
 MK0207
 MK0207  NGVD 29 (??/??/92)  316.327  (m)         1037.82   (f) ADJ UNCH    2 0
 MK0207
 MK0207.Superseded values are not recommended for survey control.
 MK0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0207.See file dsdata.txt to determine how the superseded data were derived.
 MK0207
 MK0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM378509(NAD 83)
 MK0207_MARKER: DB = BENCH MARK DISK
 MK0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0207_STAMPING: X 144 1948
 MK0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0207+STABILITY: SURFACE MOTION
 MK0207
 MK0207  HISTORY     - Date     Condition        Report By
 MK0207  HISTORY     - 1948     MONUMENTED       CGS
 MK0207  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0207
 MK0207                          STATION DESCRIPTION
 MK0207
 MK0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0207'6.3 MI NW FROM BLENCOE.
 MK0207'3.5 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF
 MK0207'NO. 75 AND STATE HIGHWAY NO. 366 AT BLENCOE, THENCE 1.3 MILES
 MK0207'WEST ALONG A GRAVEL ROAD, THENCE 0.7 MILE NORTHWEST ALONG A
 MK0207'GRAVEL ROAD, THENCE 0.6 MILE SOUTH ALONG A DIRT ROAD, THENCE
 MK0207'0.2 MILE WEST ALONG A DIRT ROAD, AT A T ROAD, 27.0 FEET EAST
 MK0207'OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 8.0 FEET NORTH OF THE
 MK0207'CENTER LINE OF THE ROAD LEADING EAST, 18.6 FEET SOUTH OF A CORNER
 MK0207'FENCE POST, 3.4 FEET NORTH OF THE NORTH GATE POST, 1.0 FOOT
 MK0207'EAST OF A FENCE, 1.2 FEET WEST OF A REFERENCE POST, SET IN
 MK0207'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 MK0207
 MK0207                          STATION RECOVERY (1970)
 MK0207
 MK0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0823 ***********************************************************************
 NM0823  DESIGNATION -  X 145
 NM0823  PID         -  NM0823
 NM0823  STATE/COUNTY-  IA/PLYMOUTH
 NM0823  USGS QUAD   -  ELK POINT NE (1976)
 NM0823
 NM0823                         *CURRENT SURVEY CONTROL
 NM0823  ___________________________________________________________________
 NM0823* NAD 83(1986)-  42 44 35.     (N)    096 36 39.     (W)     SCALED    
 NM0823* NAVD 88     -       341.733  (meters)    1121.17   (feet)  ADJUSTED  
 NM0823  ___________________________________________________________________
 NM0823  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 NM0823  DYNAMIC HT  -         341.636 (meters)    1120.85  (feet)  COMP
 NM0823  MODELED GRAV-     980,326.9   (mgal)                       NAVD 88
 NM0823
 NM0823  VERT ORDER  -  FIRST     CLASS II
 NM0823
 NM0823.The horizontal coordinates were scaled from a topographic map and have
 NM0823.an estimated accuracy of +/- 6 seconds.
 NM0823
 NM0823.The orthometric height was determined by differential leveling
 NM0823.and adjusted by the National Geodetic Survey in June 1994..
 NM0823
 NM0823.The geoid height was determined by GEOID03.
 NM0823
 NM0823.The dynamic height is computed by dividing the NAVD 88
 NM0823.geopotential number by the normal gravity value computed on the
 NM0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0823.degrees latitude (g = 980.6199 gals.).
 NM0823
 NM0823.The modeled gravity was interpolated from observed gravity values.
 NM0823
 NM0823;                    North         East    Units  Estimated Accuracy
 NM0823;SPC IA N     - 1,142,760.    1,245,360.      MT  (+/- 180 meters Scaled)
 NM0823
 NM0823                          SUPERSEDED SURVEY CONTROL
 NM0823
 NM0823  NAVD 88 (06/15/91)  341.718  (m)         1121.12   (f) UNKNOWN     1 2
 NM0823  NGVD 29 (??/??/92)  341.533  (m)         1120.51   (f) ADJ UNCH    1 2
 NM0823
 NM0823.Superseded values are not recommended for survey control.
 NM0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0823.See file dsdata.txt to determine how the superseded data were derived.
 NM0823
 NM0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN955350(NAD 83)
 NM0823_MARKER: DB = BENCH MARK DISK
 NM0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0823_SP_SET: CONCRETE POST
 NM0823_STAMPING: X 145 1948
 NM0823_MARK LOGO: CGS   
 NM0823_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0823+STABILITY: SURFACE MOTION
 NM0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0823+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM0823
 NM0823  HISTORY     - Date     Condition        Report By
 NM0823  HISTORY     - 1948     MONUMENTED       CGS
 NM0823  HISTORY     - 19930908 GOOD             NGS
 NM0823
 NM0823                          STATION DESCRIPTION
 NM0823
 NM0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0823'0.9 MI SW FROM WESTFIELD.
 NM0823'0.9 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0823'PACIFIC RAILROAD FROM THE STATION AT WESTFIELD, 0.2 MILE SOUTH OF
 NM0823'MILEPOST NO. 6, AT A PRIVATE ROAD CROSSING, 45.7 FEET WEST OF THE
 NM0823'WEST RAIL OF THE TRACK, 17.0 FEET WEST OF THE CENTER LINE OF A
 NM0823'ROAD, 9.5 FEET SOUTHWEST OF THE 5 TH. POLE SOUTH OF THE MILEPOST,
 NM0823'1.3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 1.3 FEET NORTH
 NM0823'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0823'0.4 FOOT ABOVE THE GROUND.
 NM0823
 NM0823                          STATION RECOVERY (1993)
 NM0823
 NM0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0823'2.0 KM (1.25 MI) SOUTHERLY ALONG STATE HIGHWAY 12 FROM THE JUNCTION
 NM0823'OF STATE HIGHWAY 3 IN WESTFIELD, 40.0 M (131.2 FT) WEST OF THE
 NM0823'HIGHWAY CENTERLINE, 28.3 M (92.8 FT) SOUTH OF THE SOUTH GATE POST OF
 NM0823'A FIELD ENTRANCE GATE, 15.7 M (51.5 FT) NORTH OF THE EXTENDED CENTER
 NM0823'OF A FIELD ROAD, 14.3 M (46.9 FT) WEST OF THE NEAR RAIL OF THE
 NM0823'BURLINGTON NORTHERN RAILROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3
 NM0823'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0357 ***********************************************************************
 MJ0357  DESIGNATION -  X 146
 MJ0357  PID         -  MJ0357
 MJ0357  STATE/COUNTY-  IA/SHELBY
 MJ0357  USGS QUAD   -  SHELBY (1978)
 MJ0357
 MJ0357                         *CURRENT SURVEY CONTROL
 MJ0357  ___________________________________________________________________
 MJ0357* NAD 83(1986)-  41 31 21.     (N)    095 25 54.     (W)     SCALED    
 MJ0357* NAVD 88     -       377.105  (meters)    1237.22   (feet)  ADJUSTED  
 MJ0357  ___________________________________________________________________
 MJ0357  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 MJ0357  DYNAMIC HT  -         376.936 (meters)    1236.66  (feet)  COMP
 MJ0357  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 MJ0357
 MJ0357  VERT ORDER  -  FIRST     CLASS II
 MJ0357
 MJ0357.The horizontal coordinates were scaled from a topographic map and have
 MJ0357.an estimated accuracy of +/- 6 seconds.
 MJ0357
 MJ0357.The orthometric height was determined by differential leveling
 MJ0357.and adjusted by the National Geodetic Survey in June 1991..
 MJ0357
 MJ0357.The geoid height was determined by GEOID03.
 MJ0357
 MJ0357.The dynamic height is computed by dividing the NAVD 88
 MJ0357.geopotential number by the normal gravity value computed on the
 MJ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0357.degrees latitude (g = 980.6199 gals.).
 MJ0357
 MJ0357.The modeled gravity was interpolated from observed gravity values.
 MJ0357
 MJ0357;                    North         East    Units  Estimated Accuracy
 MJ0357;SPC IA S     -   170,860.      338,790.      MT  (+/- 180 meters Scaled)
 MJ0357
 MJ0357                          SUPERSEDED SURVEY CONTROL
 MJ0357
 MJ0357  NGVD 29 (??/??/92)  376.984  (m)         1236.82   (f) ADJ UNCH    1 2
 MJ0357
 MJ0357.Superseded values are not recommended for survey control.
 MJ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0357.See file dsdata.txt to determine how the superseded data were derived.
 MJ0357
 MJ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF971996(NAD 83)
 MJ0357_MARKER: DB = BENCH MARK DISK
 MJ0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0357_STAMPING: X 146 1949
 MJ0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0357+STABILITY: SURFACE MOTION
 MJ0357
 MJ0357  HISTORY     - Date     Condition        Report By
 MJ0357  HISTORY     - 1949     MONUMENTED       CGS
 MJ0357
 MJ0357                          STATION DESCRIPTION
 MJ0357
 MJ0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0357'1.3 MI NE FROM SHELBY.
 MJ0357'1.3 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0357'RAILWAY FROM THE STATION AT SHELBY, AT A PUBLIC ROAD CROSSING,
 MJ0357'111.6 FEET SOUTHEAST OF AN ELECTRIC SIGNAL LIGHT CROSSING SIGN,
 MJ0357'89.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 44.0 FEET SOUTH OF
 MJ0357'THE SOUTH RAIL OF THE TRACK, 1.1 FEET NORTH OF A FENCE, 2 POLES
 MJ0357'EAST OF MILEPOST NO. 466, 1.3 FEET WEST OF A REFERENCE POST, SET
 MJ0357'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0460 ***********************************************************************
 MJ0460  DESIGNATION -  X 147
 MJ0460  PID         -  MJ0460
 MJ0460  STATE/COUNTY-  IA/MILLS
 MJ0460  USGS QUAD   -  EMERSON (1978)
 MJ0460
 MJ0460                         *CURRENT SURVEY CONTROL
 MJ0460  ___________________________________________________________________
 MJ0460* NAD 83(1986)-  41 01 59.     (N)    095 28 48.     (W)     SCALED    
 MJ0460* NAVD 88     -       307.216  (meters)    1007.92   (feet)  ADJUSTED  
 MJ0460  ___________________________________________________________________
 MJ0460  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 MJ0460  DYNAMIC HT  -         307.081 (meters)    1007.48  (feet)  COMP
 MJ0460  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 MJ0460
 MJ0460  VERT ORDER  -  SECOND    CLASS 0
 MJ0460
 MJ0460.The horizontal coordinates were scaled from a topographic map and have
 MJ0460.an estimated accuracy of +/- 6 seconds.
 MJ0460
 MJ0460.The orthometric height was determined by differential leveling
 MJ0460.and adjusted by the National Geodetic Survey in June 1991..
 MJ0460
 MJ0460.The geoid height was determined by GEOID03.
 MJ0460
 MJ0460.The dynamic height is computed by dividing the NAVD 88
 MJ0460.geopotential number by the normal gravity value computed on the
 MJ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0460.degrees latitude (g = 980.6199 gals.).
 MJ0460
 MJ0460.The modeled gravity was interpolated from observed gravity values.
 MJ0460
 MJ0460;                    North         East    Units  Estimated Accuracy
 MJ0460;SPC IA S     -   116,610.      333,520.      MT  (+/- 180 meters Scaled)
 MJ0460
 MJ0460                          SUPERSEDED SURVEY CONTROL
 MJ0460
 MJ0460  NGVD 29 (??/??/92)  307.136  (m)         1007.66   (f) ADJ UNCH    2 0
 MJ0460
 MJ0460.Superseded values are not recommended for survey control.
 MJ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0460.See file dsdata.txt to determine how the superseded data were derived.
 MJ0460
 MJ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF915453(NAD 83)
 MJ0460_MARKER: DB = BENCH MARK DISK
 MJ0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0460_STAMPING: X 147 1949
 MJ0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0460+STABILITY: SURFACE MOTION
 MJ0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0460+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2002
 MJ0460
 MJ0460  HISTORY     - Date     Condition        Report By
 MJ0460  HISTORY     - 1949     MONUMENTED       CGS
 MJ0460  HISTORY     - 20021220 GOOD             INDIV
 MJ0460
 MJ0460                          STATION DESCRIPTION
 MJ0460
 MJ0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0460'1.5 MI NE FROM HASTINGS.
 MJ0460'0.4 MILE NORTH ALONG COUNTY ROAD U AND STATE HIGHWAY 166 FROM
 MJ0460'THE POST OFFICE AT HASTINGS, THENCE 1.1 MILES EAST ALONG COUNTY
 MJ0460'ROAD U AND U.S. HIGHWAY 34, ABOUT 0.15 MILE NORTH OF U.S. HIGHWAY
 MJ0460'34, AT THE NORTH POINT OF THE TRIANGLE FORMED BY THE ROAD
 MJ0460'JUNCTION, 84.0 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD,
 MJ0460'1.0 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE, 1.4 FEET SOUTH OF
 MJ0460'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 MJ0460'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MJ0460
 MJ0460                          STATION RECOVERY (2002)
 MJ0460
 MJ0460'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WRH)
 MJ0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0404 ***********************************************************************
 MJ0404  DESIGNATION -  X 148
 MJ0404  PID         -  MJ0404
 MJ0404  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0404  USGS QUAD   -  AVOCA (1994)
 MJ0404
 MJ0404                         *CURRENT SURVEY CONTROL
 MJ0404  ___________________________________________________________________
 MJ0404* NAD 83(1986)-  41 28 14.     (N)    095 15 28.     (W)     SCALED    
 MJ0404* NAVD 88     -       381.687  (meters)    1252.25   (feet)  ADJUSTED  
 MJ0404  ___________________________________________________________________
 MJ0404  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 MJ0404  DYNAMIC HT  -         381.536 (meters)    1251.76  (feet)  COMP
 MJ0404  MODELED GRAV-     980,215.6   (mgal)                       NAVD 88
 MJ0404
 MJ0404  VERT ORDER  -  FIRST     CLASS II
 MJ0404
 MJ0404.The horizontal coordinates were scaled from a topographic map and have
 MJ0404.an estimated accuracy of +/- 6 seconds.
 MJ0404
 MJ0404.The orthometric height was determined by differential leveling
 MJ0404.and adjusted by the National Geodetic Survey in June 1991..
 MJ0404
 MJ0404.The geoid height was determined by GEOID03.
 MJ0404
 MJ0404.The dynamic height is computed by dividing the NAVD 88
 MJ0404.geopotential number by the normal gravity value computed on the
 MJ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0404.degrees latitude (g = 980.6199 gals.).
 MJ0404
 MJ0404.The modeled gravity was interpolated from observed gravity values.
 MJ0404
 MJ0404;                    North         East    Units  Estimated Accuracy
 MJ0404;SPC IA S     -   164,790.      353,180.      MT  (+/- 180 meters Scaled)
 MJ0404
 MJ0404                          SUPERSEDED SURVEY CONTROL
 MJ0404
 MJ0404  NGVD 29 (??/??/92)  381.594  (m)         1251.95   (f) ADJ UNCH    1 2
 MJ0404
 MJ0404.Superseded values are not recommended for survey control.
 MJ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0404.See file dsdata.txt to determine how the superseded data were derived.
 MJ0404
 MJ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF114934(NAD 83)
 MJ0404_MARKER: DB = BENCH MARK DISK
 MJ0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0404_STAMPING: X 148 1949
 MJ0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0404+STABILITY: SURFACE MOTION
 MJ0404
 MJ0404  HISTORY     - Date     Condition        Report By
 MJ0404  HISTORY     - 1949     MONUMENTED       CGS
 MJ0404
 MJ0404                          STATION DESCRIPTION
 MJ0404
 MJ0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0404'2.1 MI W FROM WALNUT.
 MJ0404'2.1 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MJ0404'FROM THE STATION AT WALNUT, 4.2 MILES EAST OF THE STATION AT
 MJ0404'AVOCA, AT A PRIVATE ROAD CROSSING, 56.5 FEET NORTHWEST OF THE
 MJ0404'NORTHWEST RAIL OF THE TRACK, 14.0 FEET SOUTHWEST OF THE CENTER
 MJ0404'LINE OF THE ROAD, 46.5 FEET SOUTHWEST OF MILEPOST NO. 454.5,
 MJ0404'2.0 FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE, 1.3 FEET
 MJ0404'NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MJ0404'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0437 ***********************************************************************
 MJ0437  DESIGNATION -  X 149
 MJ0437  PID         -  MJ0437
 MJ0437  STATE/COUNTY-  IA/MONTGOMERY
 MJ0437  USGS QUAD   -  GRISWOLD (1978)
 MJ0437
 MJ0437                         *CURRENT SURVEY CONTROL
 MJ0437  ___________________________________________________________________
 MJ0437* NAD 83(1986)-  41 07 31.     (N)    095 10 31.     (W)     SCALED    
 MJ0437* NAVD 88     -       323.989  (meters)    1062.95   (feet)  ADJUSTED  
 MJ0437  ___________________________________________________________________
 MJ0437  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 MJ0437  DYNAMIC HT  -         323.849 (meters)    1062.49  (feet)  COMP
 MJ0437  MODELED GRAV-     980,182.8   (mgal)                       NAVD 88
 MJ0437
 MJ0437  VERT ORDER  -  SECOND    CLASS 0
 MJ0437
 MJ0437.The horizontal coordinates were scaled from a topographic map and have
 MJ0437.an estimated accuracy of +/- 6 seconds.
 MJ0437
 MJ0437.The orthometric height was determined by differential leveling
 MJ0437.and adjusted by the National Geodetic Survey in June 1991..
 MJ0437
 MJ0437.The geoid height was determined by GEOID03.
 MJ0437
 MJ0437.The dynamic height is computed by dividing the NAVD 88
 MJ0437.geopotential number by the normal gravity value computed on the
 MJ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0437.degrees latitude (g = 980.6199 gals.).
 MJ0437
 MJ0437.The modeled gravity was interpolated from observed gravity values.
 MJ0437
 MJ0437;                    North         East    Units  Estimated Accuracy
 MJ0437;SPC IA S     -   126,320.      359,330.      MT  (+/- 180 meters Scaled)
 MJ0437
 MJ0437                          SUPERSEDED SURVEY CONTROL
 MJ0437
 MJ0437  NGVD 29 (??/??/92)  323.907  (m)         1062.68   (f) ADJ UNCH    2 0
 MJ0437
 MJ0437.Superseded values are not recommended for survey control.
 MJ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0437.See file dsdata.txt to determine how the superseded data were derived.
 MJ0437
 MJ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF173549(NAD 83)
 MJ0437_MARKER: DB = BENCH MARK DISK
 MJ0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0437_STAMPING: X 149 1949
 MJ0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0437+STABILITY: SURFACE MOTION
 MJ0437
 MJ0437  HISTORY     - Date     Condition        Report By
 MJ0437  HISTORY     - 1949     MONUMENTED       CGS
 MJ0437  HISTORY     - 1976     MARK NOT FOUND   USGS
 MJ0437
 MJ0437                          STATION DESCRIPTION
 MJ0437
 MJ0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0437'1.8 MI SW FROM ELLIOTT.
 MJ0437'1.8 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MJ0437'RAILROAD FROM THE STATION AT ELLIOTT, AT A PRIVATE ROAD CROSSING,
 MJ0437'45.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 35.0 FEET
 MJ0437'EAST OF THE CENTER LINE OF A ROAD, 43.0 FEET NORTHEAST OF THE
 MJ0437'CENTER LINE OF A GATE, 1.3 FEET SOUTHEAST OF THE NORTHWEST
 MJ0437'RIGHT-OF-WAY FENCE, 1.5 FEET SOUTHWEST OF A REFERENCE POST, SET
 MJ0437'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 MJ0437'GROUND.
 MJ0437
 MJ0437                          STATION RECOVERY (1976)
 MJ0437
 MJ0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MJ0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0022 ***********************************************************************
 NM0022  DESIGNATION -  X 15
 NM0022  PID         -  NM0022
 NM0022  STATE/COUNTY-  IA/SIOUX
 NM0022  USGS QUAD   -  ALTON (1985)
 NM0022
 NM0022                         *CURRENT SURVEY CONTROL
 NM0022  ___________________________________________________________________
 NM0022* NAD 83(1986)-  42 55 31.     (N)    096 03 35.     (W)     SCALED    
 NM0022* NAVD 88     -       387.901  (meters)    1272.64   (feet)  ADJUSTED  
 NM0022  ___________________________________________________________________
 NM0022  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 NM0022  DYNAMIC HT  -         387.792 (meters)    1272.28  (feet)  COMP
 NM0022  MODELED GRAV-     980,327.9   (mgal)                       NAVD 88
 NM0022
 NM0022  VERT ORDER  -  SECOND    CLASS 0
 NM0022
 NM0022.The horizontal coordinates were scaled from a topographic map and have
 NM0022.an estimated accuracy of +/- 6 seconds.
 NM0022
 NM0022.The orthometric height was determined by differential leveling
 NM0022.and adjusted by the National Geodetic Survey in June 1991..
 NM0022
 NM0022.The geoid height was determined by GEOID03.
 NM0022
 NM0022.The dynamic height is computed by dividing the NAVD 88
 NM0022.geopotential number by the normal gravity value computed on the
 NM0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0022.degrees latitude (g = 980.6199 gals.).
 NM0022
 NM0022.The modeled gravity was interpolated from observed gravity values.
 NM0022
 NM0022;                    North         East    Units  Estimated Accuracy
 NM0022;SPC IA N     - 1,161,480.    1,291,070.      MT  (+/- 180 meters Scaled)
 NM0022
 NM0022                          SUPERSEDED SURVEY CONTROL
 NM0022
 NM0022  NGVD 29 (??/??/92)  387.714  (m)         1272.03   (f) ADJ UNCH    2 0
 NM0022
 NM0022.Superseded values are not recommended for survey control.
 NM0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0022.See file dsdata.txt to determine how the superseded data were derived.
 NM0022
 NM0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN399567(NAD 83)
 NM0022_MARKER: DB = BENCH MARK DISK
 NM0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0022_STAMPING: X 15 1934
 NM0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0022+STABILITY: SURFACE MOTION
 NM0022
 NM0022  HISTORY     - Date     Condition        Report By
 NM0022  HISTORY     - 1934     MONUMENTED       CGS
 NM0022
 NM0022                          STATION DESCRIPTION
 NM0022
 NM0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0022'AT CARNES.
 NM0022'0.2 MILE SOUTHWEST ALONG THE SOO LINE RAILROAD, FORMERLY (C.ST.P.M.
 NM0022'AND O. RWY.) FROM THE STATION AT CARNES, SIOUX COUNTY, 30.1
 NM0022'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 40.6
 NM0022'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SIDETRACK, AND 68
 NM0022'FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 33.  A STANDARD
 NM0022'DISK, STAMPED X 15 1934 AND SET IN THE TOP OF A CONCRETE POST
 NM0022'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0270 ***********************************************************************
 MJ0270  DESIGNATION -  X 150
 MJ0270  PID         -  MJ0270
 MJ0270  STATE/COUNTY-  IA/SHELBY
 MJ0270  USGS QUAD   -  JACKSONVILLE (1978)
 MJ0270
 MJ0270                         *CURRENT SURVEY CONTROL
 MJ0270  ___________________________________________________________________
 MJ0270* NAD 83(1986)-  41 39 21.     (N)    095 14 17.     (W)     SCALED    
 MJ0270* NAVD 88     -       379.295  (meters)    1244.40   (feet)  ADJUSTED  
 MJ0270  ___________________________________________________________________
 MJ0270  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 MJ0270  DYNAMIC HT  -         379.124 (meters)    1243.84  (feet)  COMP
 MJ0270  MODELED GRAV-     980,162.6   (mgal)                       NAVD 88
 MJ0270
 MJ0270  VERT ORDER  -  SECOND    CLASS 0
 MJ0270
 MJ0270.The horizontal coordinates were scaled from a topographic map and have
 MJ0270.an estimated accuracy of +/- 6 seconds.
 MJ0270
 MJ0270.The orthometric height was determined by differential leveling
 MJ0270.and adjusted by the National Geodetic Survey in June 1991..
 MJ0270
 MJ0270.The geoid height was determined by GEOID03.
 MJ0270
 MJ0270.The dynamic height is computed by dividing the NAVD 88
 MJ0270.geopotential number by the normal gravity value computed on the
 MJ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0270.degrees latitude (g = 980.6199 gals.).
 MJ0270
 MJ0270.The modeled gravity was interpolated from observed gravity values.
 MJ0270
 MJ0270;                    North         East    Units  Estimated Accuracy
 MJ0270;SPC IA S     -   185,330.      355,240.      MT  (+/- 180 meters Scaled)
 MJ0270
 MJ0270                          SUPERSEDED SURVEY CONTROL
 MJ0270
 MJ0270  NGVD 29 (??/??/92)  379.176  (m)         1244.01   (f) ADJ UNCH    2 0
 MJ0270
 MJ0270.Superseded values are not recommended for survey control.
 MJ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0270.See file dsdata.txt to determine how the superseded data were derived.
 MJ0270
 MJ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG136139(NAD 83)
 MJ0270_MARKER: DB = BENCH MARK DISK
 MJ0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0270_STAMPING: X 150 1949
 MJ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0270+STABILITY: SURFACE MOTION
 MJ0270
 MJ0270  HISTORY     - Date     Condition        Report By
 MJ0270  HISTORY     - 1949     MONUMENTED       CGS
 MJ0270
 MJ0270                          STATION DESCRIPTION
 MJ0270
 MJ0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0270'5.2 MI NE FROM HARLAN.
 MJ0270'4.5 MILES EAST ALONG STATE HIGHWAY NO. 64 FROM THE JUNCTION OF
 MJ0270'STATE HIGHWAY NO. 64 WITH U.S. HIGHWAY NO. 59 AND STATE HIGHWAY
 MJ0270'NO. 39 AT HARLAN, THENCE 0.65 MILE NORTH ALONG COUNTY ROAD M,
 MJ0270'32.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 30.0 FEET SOUTHWEST
 MJ0270'OF THE CENTER LINE OF THE WEST END OF A LARGE PIPE CULVERT,
 MJ0270'17.0 FEET NORTH OF THE CENTER LINE OF A GATE, 6.0 FEET SOUTH
 MJ0270'OF A 20-INCH PINE TREE, 0.8 FOOT EAST OF A FENCE, 1.5 FEET
 MJ0270'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MJ0270'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0327 ***********************************************************************
 MJ0327  DESIGNATION -  X 151
 MJ0327  PID         -  MJ0327
 MJ0327  STATE/COUNTY-  IA/CARROLL
 MJ0327  USGS QUAD   -  MANNING (1978)
 MJ0327
 MJ0327                         *CURRENT SURVEY CONTROL
 MJ0327  ___________________________________________________________________
 MJ0327* NAD 83(1986)-  41 53 45.     (N)    095 04 18.     (W)     SCALED    
 MJ0327* NAVD 88     -       406.462  (meters)    1333.53   (feet)  ADJUSTED  
 MJ0327  ___________________________________________________________________
 MJ0327  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 MJ0327  DYNAMIC HT  -         406.276 (meters)    1332.92  (feet)  COMP
 MJ0327  MODELED GRAV-     980,154.8   (mgal)                       NAVD 88
 MJ0327
 MJ0327  VERT ORDER  -  SECOND    CLASS 0
 MJ0327
 MJ0327.The horizontal coordinates were scaled from a topographic map and have
 MJ0327.an estimated accuracy of +/- 6 seconds.
 MJ0327
 MJ0327.The orthometric height was determined by differential leveling
 MJ0327.and adjusted by the National Geodetic Survey in June 1991..
 MJ0327
 MJ0327.The geoid height was determined by GEOID03.
 MJ0327
 MJ0327.The dynamic height is computed by dividing the NAVD 88
 MJ0327.geopotential number by the normal gravity value computed on the
 MJ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0327.degrees latitude (g = 980.6199 gals.).
 MJ0327
 MJ0327.The modeled gravity was interpolated from observed gravity values.
 MJ0327
 MJ0327;                    North         East    Units  Estimated Accuracy
 MJ0327;SPC IA N     - 1,045,180.    1,369,580.      MT  (+/- 180 meters Scaled)
 MJ0327
 MJ0327                          SUPERSEDED SURVEY CONTROL
 MJ0327
 MJ0327  NGVD 29 (??/??/92)  406.330  (m)         1333.10   (f) ADJ UNCH    2 0
 MJ0327
 MJ0327.Superseded values are not recommended for survey control.
 MJ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0327.See file dsdata.txt to determine how the superseded data were derived.
 MJ0327
 MJ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG281402(NAD 83)
 MJ0327_MARKER: DB = BENCH MARK DISK
 MJ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0327_STAMPING: X 151 1949
 MJ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0327+STABILITY: SURFACE MOTION
 MJ0327
 MJ0327  HISTORY     - Date     Condition        Report By
 MJ0327  HISTORY     - 1949     MONUMENTED       CGS
 MJ0327
 MJ0327                          STATION DESCRIPTION
 MJ0327
 MJ0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0327'1.9 MI SW FROM MANNING.
 MJ0327'0.7 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0327'RAILROAD FROM THE STATION AT MANNING, THENCE 1.2 MILES SOUTH ALONG
 MJ0327'A SECTION LINE ROAD, AT THE MANNING AIRPORT, 0.3 MILE SOUTH-SOUTHEAST
 MJ0327'OF THE MAIN OFFICE, AT THE SOUTHEAST CORNER OF THE FIELD, 0.1 MILE
 MJ0327'EAST OF THE NORTH-SOUTH SECTION LINE ROAD, 43.0 FEET NORTH OF THE
 MJ0327'CENTER LINE OF A ROAD LEADING EAST, ON THE NORTHWEST SLOPE OF A
 MJ0327'HILL, 7.0 FEET NORTH OF A CORNER FENCE POST, 0.9 FOOT WEST OF A
 MJ0327'FENCE, 1.5 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 MJ0327'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0369 ***********************************************************************
 NM0369  DESIGNATION -  X 152
 NM0369  PID         -  NM0369
 NM0369  STATE/COUNTY-  IA/WOODBURY
 NM0369  USGS QUAD   -  HORNICK (1969)
 NM0369
 NM0369                         *CURRENT SURVEY CONTROL
 NM0369  ___________________________________________________________________
 NM0369* NAD 83(1986)-  42 13 36.     (N)    096 04 40.     (W)     SCALED    
 NM0369* NAVD 88     -       326.376  (meters)    1070.79   (feet)  ADJUSTED  
 NM0369  ___________________________________________________________________
 NM0369  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 NM0369  DYNAMIC HT  -         326.267 (meters)    1070.43  (feet)  COMP
 NM0369  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 NM0369
 NM0369  VERT ORDER  -  SECOND    CLASS 0
 NM0369
 NM0369.The horizontal coordinates were scaled from a topographic map and have
 NM0369.an estimated accuracy of +/- 6 seconds.
 NM0369
 NM0369.The orthometric height was determined by differential leveling
 NM0369.and adjusted by the National Geodetic Survey in June 1991..
 NM0369
 NM0369.The geoid height was determined by GEOID03.
 NM0369
 NM0369.The dynamic height is computed by dividing the NAVD 88
 NM0369.geopotential number by the normal gravity value computed on the
 NM0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0369.degrees latitude (g = 980.6199 gals.).
 NM0369
 NM0369.The modeled gravity was interpolated from observed gravity values.
 NM0369
 NM0369;                    North         East    Units  Estimated Accuracy
 NM0369;SPC IA N     - 1,083,960.    1,287,230.      MT  (+/- 180 meters Scaled)
 NM0369
 NM0369                          SUPERSEDED SURVEY CONTROL
 NM0369
 NM0369  NGVD 29 (??/??/92)  326.228  (m)         1070.30   (f) ADJ UNCH    2 0
 NM0369
 NM0369.Superseded values are not recommended for survey control.
 NM0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0369.See file dsdata.txt to determine how the superseded data were derived.
 NM0369
 NM0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM411790(NAD 83)
 NM0369_MARKER: DB = BENCH MARK DISK
 NM0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0369_SP_SET: FLOOD GATE
 NM0369_STAMPING: X 152 1949
 NM0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0369
 NM0369  HISTORY     - Date     Condition        Report By
 NM0369  HISTORY     - 1949     MONUMENTED       CGS
 NM0369  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0369
 NM0369                          STATION DESCRIPTION
 NM0369
 NM0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0369'1 MI SE FROM HORNICK.
 NM0369'0.2 MILE SOUTHEAST ALONG A GRAVELED STREET FROM THE CHICAGO,
 NM0369'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT HORNICK,
 NM0369'THENCE 0.85 MILE EAST ALONG A GRAVELED ROAD, IN THE TOP OF THE
 NM0369'NORTH WALL OF A FLOOD GATE IN WEST FORK DITCH, 22 FEET SOUTH
 NM0369'OF THE CENTER LINE OF AN EAST-WEST ROAD, 27 FEET EAST OF THE
 NM0369'CENTER LINE OF A NORTH-SOUTH ROAD ON THE TOP OF A DIKE, 20.0
 NM0369'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE BRIDGE OVER WEST
 NM0369'FORK DITCH, 1.3 FEET EAST OF THE NORTHWEST CORNER OF THE NORTH
 NM0369'WALL OF THE FLOOD GATE, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 NM0369'ROAD.  NOTE-- EITHER DESTROYED OR COVERED BY A LARGE LAND FILL.
 NM0369'A NEW BRIDGE AND APPROACH HAS BEEN BUILT OVER THE LOCATION.
 NM0369
 NM0369                          STATION RECOVERY (1969)
 NM0369
 NM0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0385 ***********************************************************************
 NM0385  DESIGNATION -  X 153
 NM0385  PID         -  NM0385
 NM0385  STATE/COUNTY-  IA/MONONA
 NM0385  USGS QUAD   -  HORNICK (1969)
 NM0385
 NM0385                         *CURRENT SURVEY CONTROL
 NM0385  ___________________________________________________________________
 NM0385* NAD 83(1986)-  42 09 19.     (N)    096 05 56.     (W)     SCALED    
 NM0385* NAVD 88     -       322.328  (meters)    1057.50   (feet)  ADJUSTED  
 NM0385  ___________________________________________________________________
 NM0385  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 NM0385  DYNAMIC HT  -         322.216 (meters)    1057.14  (feet)  COMP
 NM0385  MODELED GRAV-     980,266.2   (mgal)                       NAVD 88
 NM0385
 NM0385  VERT ORDER  -  SECOND    CLASS 0
 NM0385
 NM0385.The horizontal coordinates were scaled from a topographic map and have
 NM0385.an estimated accuracy of +/- 6 seconds.
 NM0385
 NM0385.The orthometric height was determined by differential leveling
 NM0385.and adjusted by the National Geodetic Survey in June 1991..
 NM0385
 NM0385.The geoid height was determined by GEOID03.
 NM0385
 NM0385.The dynamic height is computed by dividing the NAVD 88
 NM0385.geopotential number by the normal gravity value computed on the
 NM0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0385.degrees latitude (g = 980.6199 gals.).
 NM0385
 NM0385.The modeled gravity was interpolated from observed gravity values.
 NM0385
 NM0385;                    North         East    Units  Estimated Accuracy
 NM0385;SPC IA N     - 1,076,090.    1,285,240.      MT  (+/- 180 meters Scaled)
 NM0385
 NM0385                          SUPERSEDED SURVEY CONTROL
 NM0385
 NM0385  NGVD 29 (??/??/92)  322.184  (m)         1057.03   (f) ADJ UNCH    2 0
 NM0385
 NM0385.Superseded values are not recommended for survey control.
 NM0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0385.See file dsdata.txt to determine how the superseded data were derived.
 NM0385
 NM0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM396710(NAD 83)
 NM0385_MARKER: DB = BENCH MARK DISK
 NM0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0385_STAMPING: X 153 1949
 NM0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0385+STABILITY: SURFACE MOTION
 NM0385
 NM0385  HISTORY     - Date     Condition        Report By
 NM0385  HISTORY     - 1949     MONUMENTED       CGS
 NM0385  HISTORY     - 1974     GOOD             LOCENG
 NM0385
 NM0385                          STATION DESCRIPTION
 NM0385
 NM0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0385'5.8 MI NE FROM WHITING.
 NM0385'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND
 NM0385'NORTH WESTERN RAILROAD STATION AT WHITING, THENCE 1.6 MILES
 NM0385'EAST ALONG COUNTY ROAD E, THENCE 0.5 MILE NORTH ALONG COUNTY
 NM0385'ROAD E, THENCE 1.9 MILE EAST ALONG COUNTY ROAD E, AT THE FARM
 NM0385'HOME OF H.R. HARLEY, 62.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NM0385'OF THE HOUSE, 154 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 NM0385'88.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE GARAGE,
 NM0385'4.3 FEET WEST OF A POWER TRANSMISSION LINE POLE, AND SET IN THE
 NM0385'TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 NM0385'GROUND.
 NM0385
 NM0385                          STATION RECOVERY (1974)
 NM0385
 NM0385'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 NM0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0130 ***********************************************************************
 OQ0130  DESIGNATION -  X 154
 OQ0130  PID         -  OQ0130
 OQ0130  STATE/COUNTY-  IA/SIOUX
 OQ0130  USGS QUAD   -  FAIRVIEW (1968)
 OQ0130
 OQ0130                         *CURRENT SURVEY CONTROL
 OQ0130  ___________________________________________________________________
 OQ0130* NAD 83(1986)-  43 13 31.     (N)    096 29 41.     (W)     SCALED    
 OQ0130* NAVD 88     -       371.078  (meters)    1217.45   (feet)  ADJUSTED  
 OQ0130  ___________________________________________________________________
 OQ0130  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 OQ0130  DYNAMIC HT  -         370.977 (meters)    1217.11  (feet)  COMP
 OQ0130  MODELED GRAV-     980,335.9   (mgal)                       NAVD 88
 OQ0130
 OQ0130  VERT ORDER  -  FIRST     CLASS II
 OQ0130
 OQ0130.The horizontal coordinates were scaled from a topographic map and have
 OQ0130.an estimated accuracy of +/- 6 seconds.
 OQ0130
 OQ0130.The orthometric height was determined by differential leveling
 OQ0130.and adjusted by the National Geodetic Survey in June 1991..
 OQ0130
 OQ0130.The geoid height was determined by GEOID03.
 OQ0130
 OQ0130.The dynamic height is computed by dividing the NAVD 88
 OQ0130.geopotential number by the normal gravity value computed on the
 OQ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0130.degrees latitude (g = 980.6199 gals.).
 OQ0130
 OQ0130.The modeled gravity was interpolated from observed gravity values.
 OQ0130
 OQ0130;                    North         East    Units  Estimated Accuracy
 OQ0130;SPC IA N     - 1,195,950.    1,256,750.      MT  (+/- 180 meters Scaled)
 OQ0130
 OQ0130                          SUPERSEDED SURVEY CONTROL
 OQ0130
 OQ0130  NGVD 29 (??/??/92)  370.848  (m)         1216.69   (f) ADJ UNCH    1 2
 OQ0130
 OQ0130.Superseded values are not recommended for survey control.
 OQ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0130.See file dsdata.txt to determine how the superseded data were derived.
 OQ0130
 OQ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN034888(NAD 83)
 OQ0130_MARKER: DB = BENCH MARK DISK
 OQ0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0130_STAMPING: X 154 1949
 OQ0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0130+STABILITY: SURFACE MOTION
 OQ0130
 OQ0130  HISTORY     - Date     Condition        Report By
 OQ0130  HISTORY     - 1949     MONUMENTED       CGS
 OQ0130
 OQ0130                          STATION DESCRIPTION
 OQ0130
 OQ0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0130'0.6 MI NW FROM FAIRVIEW.
 OQ0130'0.6 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0130'PACIFIC RAILROAD FROM THE RAILROAD STATION AT FAIRVIEW, 0.15 MILE
 OQ0130'WEST OF A ROAD CROSSING, 1 1/2 POLES EAST OF MILEPOST 42, 50.0
 OQ0130'FEET NORTH OF THE NORTH RAIL, 1.3 FEET SOUTH OF A RIGHT-OF-WAY
 OQ0130'FENCE, 1.5 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 OQ0130'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0421 ***********************************************************************
 MH0421  DESIGNATION -  X 155
 MH0421  PID         -  MH0421
 MH0421  STATE/COUNTY-  IA/DALLAS
 MH0421  USGS QUAD   -  WAUKEE (1976)
 MH0421
 MH0421                         *CURRENT SURVEY CONTROL
 MH0421  ___________________________________________________________________
 MH0421* NAD 83(1986)-  41 31 02.     (N)    093 55 47.     (W)     SCALED    
 MH0421* NAVD 88     -       293.794  (meters)     963.89   (feet)  ADJUSTED  
 MH0421  ___________________________________________________________________
 MH0421  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 MH0421  DYNAMIC HT  -         293.664 (meters)     963.46  (feet)  COMP
 MH0421  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 MH0421
 MH0421  VERT ORDER  -  FIRST     CLASS II
 MH0421
 MH0421.The horizontal coordinates were scaled from a topographic map and have
 MH0421.an estimated accuracy of +/- 6 seconds.
 MH0421
 MH0421.The orthometric height was determined by differential leveling
 MH0421.and adjusted by the National Geodetic Survey in June 1991..
 MH0421
 MH0421.The geoid height was determined by GEOID03.
 MH0421
 MH0421.The dynamic height is computed by dividing the NAVD 88
 MH0421.geopotential number by the normal gravity value computed on the
 MH0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0421.degrees latitude (g = 980.6199 gals.).
 MH0421
 MH0421.The modeled gravity was interpolated from observed gravity values.
 MH0421
 MH0421;                    North         East    Units  Estimated Accuracy
 MH0421;SPC IA S     -   168,580.      464,130.      MT  (+/- 180 meters Scaled)
 MH0421
 MH0421                          SUPERSEDED SURVEY CONTROL
 MH0421
 MH0421  NGVD 29 (??/??/92)  293.735  (m)          963.70   (f) ADJ UNCH    1 2
 MH0421
 MH0421.Superseded values are not recommended for survey control.
 MH0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0421.See file dsdata.txt to determine how the superseded data were derived.
 MH0421
 MH0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF224965(NAD 83)
 MH0421_MARKER: DB = BENCH MARK DISK
 MH0421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0421_SP_SET: CULVERT
 MH0421_STAMPING: X 155 1950
 MH0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0421
 MH0421  HISTORY     - Date     Condition        Report By
 MH0421  HISTORY     - 1950     MONUMENTED       CGS
 MH0421
 MH0421                          STATION DESCRIPTION
 MH0421
 MH0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0421'2.2 MI SE FROM VAN METER.
 MH0421'1.45 MILES SOUTH ALONG STATE HIGHWAY 293 FROM THE CHICAGO,
 MH0421'ROCK ISLAND AND PACIFIC RAILROAD STATION AT VAN METER, THENCE 0.75
 MH0421'MILE EAST ALONG STATE HIGHWAY 90, ON THE SIDE OF A HILL, 22 FEET
 MH0421'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.25 MILE WEST OF A
 MH0421'CEMETERY WHICH IS ON THE SOUTH SIDE OF THE HIGHWAY, SET IN THE
 MH0421'TOP OF THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT
 MH0421'WHICH IS USED AS A CATTLE UNDERPASS.  THIS MARK IS 0.65 MILE
 MH0421'WEST OF BENCH MARK W 155.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0950 ***********************************************************************
 LF0950  DESIGNATION -  X 156
 LF0950  PID         -  LF0950
 LF0950  STATE/COUNTY-  IA/FREMONT
 LF0950  USGS QUAD   -  RIVERTON (1981)
 LF0950
 LF0950                         *CURRENT SURVEY CONTROL
 LF0950  ___________________________________________________________________
 LF0950* NAD 83(1986)-  40 43 58.     (N)    095 33 23.     (W)     SCALED    
 LF0950* NAVD 88     -       296.168  (meters)     971.68   (feet)  ADJUSTED  
 LF0950  ___________________________________________________________________
 LF0950  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LF0950  DYNAMIC HT  -         296.010 (meters)     971.16  (feet)  COMP
 LF0950  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 LF0950
 LF0950  VERT ORDER  -  SECOND    CLASS 0
 LF0950
 LF0950.The horizontal coordinates were scaled from a topographic map and have
 LF0950.an estimated accuracy of +/- 6 seconds.
 LF0950
 LF0950.The orthometric height was determined by differential leveling
 LF0950.and adjusted by the National Geodetic Survey in June 1991..
 LF0950
 LF0950.The geoid height was determined by GEOID03.
 LF0950
 LF0950.The dynamic height is computed by dividing the NAVD 88
 LF0950.geopotential number by the normal gravity value computed on the
 LF0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0950.degrees latitude (g = 980.6199 gals.).
 LF0950
 LF0950.The modeled gravity was interpolated from observed gravity values.
 LF0950
 LF0950;                    North         East    Units  Estimated Accuracy
 LF0950;SPC IA S     -    83,430.      326,310.      MT  (+/- 180 meters Scaled)
 LF0950
 LF0950                          SUPERSEDED SURVEY CONTROL
 LF0950
 LF0950  NGVD 29 (??/??/92)  296.060  (m)          971.32   (f) ADJ UNCH    2 0
 LF0950
 LF0950.Superseded values are not recommended for survey control.
 LF0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0950.See file dsdata.txt to determine how the superseded data were derived.
 LF0950
 LF0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF841122(NAD 83)
 LF0950_MARKER: DB = BENCH MARK DISK
 LF0950_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0950_SP_SET: CULVERT
 LF0950_STAMPING: X 156 1949
 LF0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0950
 LF0950  HISTORY     - Date     Condition        Report By
 LF0950  HISTORY     - 1949     MONUMENTED       CGS
 LF0950
 LF0950                          STATION DESCRIPTION
 LF0950
 LF0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0950'3.2 MI N FROM RIVERTON.
 LF0950'0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0950'FROM THE STATION AT RIVERTON, THENCE 1.6 MILES NORTH ALONG A
 LF0950'GRAVELED ROAD, THENCE 0.15 MILE EAST ALONG A GRAVELED ROAD, THENCE
 LF0950'1.1 MILES NORTH ALONG A GRAVELED ROAD, 189 YARDS SOUTH OF THE
 LF0950'CENTER LINE OF A DRIVEWAY LEADING TO THE CLYDE TURNER RESIDENCE, 17.0
 LF0950'FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, SET IN THE TOP
 LF0950'OF THE EAST HEADWALL OF A 5 X 6 FOOT CONCRETE CULVERT, 1.0 FOOT
 LF0950'NORTH OF THE SOUTH END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0795 ***********************************************************************
 LF0795  DESIGNATION -  X 157
 LF0795  PID         -  LF0795
 LF0795  STATE/COUNTY-  IA/FREMONT
 LF0795  USGS QUAD   -  RIVERTON (1981)
 LF0795
 LF0795                         *CURRENT SURVEY CONTROL
 LF0795  ___________________________________________________________________
 LF0795* NAD 83(1986)-  40 42 04.     (N)    095 32 14.     (W)     SCALED    
 LF0795* NAVD 88     -       283.433  (meters)     929.90   (feet)  ADJUSTED  
 LF0795  ___________________________________________________________________
 LF0795  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LF0795  DYNAMIC HT  -         283.282 (meters)     929.40  (feet)  COMP
 LF0795  MODELED GRAV-     980,084.9   (mgal)                       NAVD 88
 LF0795
 LF0795  VERT ORDER  -  SECOND    CLASS 0
 LF0795
 LF0795.The horizontal coordinates were scaled from a topographic map and have
 LF0795.an estimated accuracy of +/- 6 seconds.
 LF0795
 LF0795.The orthometric height was determined by differential leveling
 LF0795.and adjusted by the National Geodetic Survey in June 1991..
 LF0795
 LF0795.The geoid height was determined by GEOID03.
 LF0795
 LF0795.The dynamic height is computed by dividing the NAVD 88
 LF0795.geopotential number by the normal gravity value computed on the
 LF0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0795.degrees latitude (g = 980.6199 gals.).
 LF0795
 LF0795.The modeled gravity was interpolated from observed gravity values.
 LF0795
 LF0795;                    North         East    Units  Estimated Accuracy
 LF0795;SPC IA S     -    79,870.      327,840.      MT  (+/- 180 meters Scaled)
 LF0795
 LF0795                          SUPERSEDED SURVEY CONTROL
 LF0795
 LF0795  NGVD 29 (??/??/92)  283.326  (m)          929.55   (f) ADJ UNCH    2 0
 LF0795
 LF0795.Superseded values are not recommended for survey control.
 LF0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0795.See file dsdata.txt to determine how the superseded data were derived.
 LF0795
 LF0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF856086(NAD 83)
 LF0795_MARKER: DB = BENCH MARK DISK
 LF0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0795_SP_SET: CULVERT
 LF0795_STAMPING: X 157 1949
 LF0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0795
 LF0795  HISTORY     - Date     Condition        Report By
 LF0795  HISTORY     - 1949     MONUMENTED       CGS
 LF0795
 LF0795                          STATION DESCRIPTION
 LF0795
 LF0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0795'2.8 MI NE FROM RIVERTON.
 LF0795'2.75 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0795'RAILROAD FROM THE STATION AT RIVERTON, 9 RAILS NORTHEAST OF A
 LF0795'PRIVATE ROAD WHICH LEADS NORTH TO A FARMHOUSE, 31.8 FEET SOUTHEAST
 LF0795'OF THE SOUTHEAST RAIL, SET IN THE TOP OF THE NORTHWEST ABUTMENT
 LF0795'OF AN 8 X 12 FOOT CONCRETE CULVERT WHICH IS UNDER A DIRT ROAD,
 LF0795'3.0 FEET EAST OF THE WEST END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0409 ***********************************************************************
 NL0409  DESIGNATION -  X 158
 NL0409  PID         -  NL0409
 NL0409  STATE/COUNTY-  IA/MONONA
 NL0409  USGS QUAD   -  MAPLETON SE (1982)
 NL0409
 NL0409                         *CURRENT SURVEY CONTROL
 NL0409  ___________________________________________________________________
 NL0409* NAD 83(1986)-  42 06 56.     (N)    095 51 44.     (W)     SCALED    
 NL0409* NAVD 88     -       331.394  (meters)    1087.25   (feet)  ADJUSTED  
 NL0409  ___________________________________________________________________
 NL0409  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 NL0409  DYNAMIC HT  -         331.271 (meters)    1086.84  (feet)  COMP
 NL0409  MODELED GRAV-     980,239.4   (mgal)                       NAVD 88
 NL0409
 NL0409  VERT ORDER  -  SECOND    CLASS 0
 NL0409
 NL0409.The horizontal coordinates were scaled from a topographic map and have
 NL0409.an estimated accuracy of +/- 6 seconds.
 NL0409
 NL0409.The orthometric height was determined by differential leveling
 NL0409.and adjusted by the National Geodetic Survey in June 1991..
 NL0409
 NL0409.The geoid height was determined by GEOID03.
 NL0409
 NL0409.The dynamic height is computed by dividing the NAVD 88
 NL0409.geopotential number by the normal gravity value computed on the
 NL0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0409.degrees latitude (g = 980.6199 gals.).
 NL0409
 NL0409.The modeled gravity was interpolated from observed gravity values.
 NL0409
 NL0409;                    North         East    Units  Estimated Accuracy
 NL0409;SPC IA N     - 1,071,100.    1,304,670.      MT  (+/- 180 meters Scaled)
 NL0409
 NL0409                          SUPERSEDED SURVEY CONTROL
 NL0409
 NL0409  NGVD 29 (??/??/92)  331.251  (m)         1086.78   (f) ADJ UNCH    2 0
 NL0409
 NL0409.Superseded values are not recommended for survey control.
 NL0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0409.See file dsdata.txt to determine how the superseded data were derived.
 NL0409
 NL0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG633665(NAD 83)
 NL0409_MARKER: DB = BENCH MARK DISK
 NL0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0409_SP_SET: CONCRETE BASE
 NL0409_STAMPING: X 158 1949
 NL0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0409
 NL0409  HISTORY     - Date     Condition        Report By
 NL0409  HISTORY     - 1949     MONUMENTED       CGS
 NL0409  HISTORY     - 1972     GOOD             NGS
 NL0409
 NL0409                          STATION DESCRIPTION
 NL0409
 NL0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0409'4 MI NE FROM CASTANA.
 NL0409'3.95 MILES NORTHEAST ALONG IOWA STATE HIGHWAY 175 FROM THE CHICAGO
 NL0409'AND NORTH WESTERN RAILWAY STATION AT CASTANA, AT THE SOUTHEAST
 NL0409'END OF A STEEL AND CONCRETE BRIDGE OVER THE MAPLE RIVER, SET IN
 NL0409'THE CONCRETE BASE SUPPORTING THE STEEL STRUCTURE OF THE BRIDGE,
 NL0409'5.0 FEET LOWER THAN THE HIGHWAY, 1.3 FEET NORTHEAST OF THE SOUTHEAST
 NL0409'EDGE OF THE CONCRETE BASE.
 NL0409
 NL0409                          STATION RECOVERY (1972)
 NL0409
 NL0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NL0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0410 ***********************************************************************
 NL0410  DESIGNATION -  X 158 RESET
 NL0410  PID         -  NL0410
 NL0410  STATE/COUNTY-  IA/MONONA
 NL0410  USGS QUAD   -  MAPLETON SE (1982)
 NL0410
 NL0410                         *CURRENT SURVEY CONTROL
 NL0410  ___________________________________________________________________
 NL0410* NAD 83(1986)-  42 06 56.     (N)    095 51 44.     (W)     SCALED    
 NL0410* NAVD 88     -       334.00   (meters)    1095.8    (feet)  RESET     
 NL0410  ___________________________________________________________________
 NL0410  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 NL0410
 NL0410  VERT ORDER  -  THIRD
 NL0410
 NL0410.The horizontal coordinates were scaled from a topographic map and have
 NL0410.an estimated accuracy of +/- 6 seconds.
 NL0410
 NL0410.The orthometric height was computed from unverified reset data.
 NL0410
 NL0410.The geoid height was determined by GEOID03.
 NL0410
 NL0410;                    North         East    Units  Estimated Accuracy
 NL0410;SPC IA N     - 1,071,100.    1,304,670.      MT  (+/- 180 meters Scaled)
 NL0410
 NL0410                          SUPERSEDED SURVEY CONTROL
 NL0410
 NL0410.No superseded survey control is available for this station.
 NL0410
 NL0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG633665(NAD 83)
 NL0410_MARKER: DB = BENCH MARK DISK
 NL0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0410_SP_SET: CURB
 NL0410_STAMPING: X 158 RESET 1972
 NL0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0410
 NL0410  HISTORY     - Date     Condition        Report By
 NL0410  HISTORY     - 1972     MONUMENTED       IAHD
 NL0410
 NL0410                          STATION DESCRIPTION
 NL0410
 NL0410'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1972
 NL0410'3.3 MI NE FROM CASTANA.
 NL0410'3.30 MILES N.E ALONG IOWA STATE HIGHWAY 175 FROM THE NORTH CITY
 NL0410'LIMITS OF THE TOWN OF CASTANA AT THE SE END OF A CONCRETE BRIDGE
 NL0410'OVER THE MAPLE RIVER, SET IN THE EAST CONCRETE CURB OVER THE CENTER
 NL0410'OF THE SOUTH ABUTMENT OF THE BRIDGE AND 1.0 FT HIGHER THAN THE
 NL0410'ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK2192 ***********************************************************************
 MK2192  DESIGNATION -  X 159 RESET
 MK2192  PID         -  MK2192
 MK2192  STATE/COUNTY-  IA/MONONA
 MK2192  USGS QUAD   -  BLENCOE (1970)
 MK2192
 MK2192                         *CURRENT SURVEY CONTROL
 MK2192  ___________________________________________________________________
 MK2192* NAD 83(1986)-  41 54 37.     (N)    096 00 05.     (W)     SCALED    
 MK2192* NAVD 88     -       315.48   (meters)    1035.0    (feet)  RESET     
 MK2192  ___________________________________________________________________
 MK2192  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 MK2192
 MK2192  VERT ORDER  -  THIRD
 MK2192
 MK2192.The horizontal coordinates were scaled from a topographic map and have
 MK2192.an estimated accuracy of +/- 6 seconds.
 MK2192
 MK2192.The orthometric height was computed from unverified reset data.
 MK2192
 MK2192.The geoid height was determined by GEOID03.
 MK2192
 MK2192;                    North         East    Units  Estimated Accuracy
 MK2192;SPC IA N     - 1,048,640.    1,292,490.      MT  (+/- 180 meters Scaled)
 MK2192
 MK2192                          SUPERSEDED SURVEY CONTROL
 MK2192
 MK2192  NGVD 29 (05/12/04)  315.33   (m)         1034.5    (f) RESET       3  
 MK2192
 MK2192.Superseded values are not recommended for survey control.
 MK2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2192.See file dsdata.txt to determine how the superseded data were derived.
 MK2192
 MK2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM486441(NAD 83)
 MK2192_MARKER: DB = BENCH MARK DISK
 MK2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2192_SP_SET: CONCRETE POST
 MK2192_STAMPING: X 159 RESET 1982
 MK2192_MARK LOGO: NGS   
 MK2192_PROJECTION: PROJECTING 8 CENTIMETERS
 MK2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2192+STABILITY: SURFACE MOTION
 MK2192
 MK2192  HISTORY     - Date     Condition        Report By
 MK2192  HISTORY     - 1982     MONUMENTED       NGS
 MK2192
 MK2192                          STATION DESCRIPTION
 MK2192
 MK2192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MK2192'8.6 KM (5.35 MI) SE FROM BLENCOE.
 MK2192'5.5 KM (3.40 MI) EAST ALONG MONONA COUNTY ROAD E 60, FROM THE POST
 MK2192'OFFICE IN BLENCOE, TO A CURVE IN THE ROAD TO THE SOUTH, THENCE
 MK2192'CONTINUE EAST ALONG A GRAVEL AND DIRT ROAD FOR 1.77 KM (1.10 MI) TO A
 MK2192'DIRT ROAD RIGHT, THENCE RIGHT AND SOUTH ALONG A DIRT ROAD FOR 1.29 KM
 MK2192'(0.80 MI) TO A FIELD ENTRANCE AND THE MARK ON THE LEFT, 58.5 M
 MK2192'(191.9 FT) SOUTH FROM AN ELECTRIC METER POLE, 6.4 M (21.0 FT) EAST OF
 MK2192'THE CENTERLINE OF THE ROAD, 4.3 M (14.1 FT) NORTH FROM THE CENTERLINE
 MK2192'OF THE FIELD ENTRANCE.
 MK2192'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 MK2192'THE MARK IS 0.9 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0562 ***********************************************************************
 OP0562  DESIGNATION -  X 16
 OP0562  PID         -  OP0562
 OP0562  STATE/COUNTY-  IA/OSCEOLA
 OP0562  USGS QUAD   -  SIBLEY WEST (1972)
 OP0562
 OP0562                         *CURRENT SURVEY CONTROL
 OP0562  ___________________________________________________________________
 OP0562* NAD 83(1986)-  43 23 46.     (N)    095 45 13.     (W)     SCALED    
 OP0562* NAVD 88     -       458.767  (meters)    1505.14   (feet)  ADJUSTED  
 OP0562  ___________________________________________________________________
 OP0562  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 OP0562  DYNAMIC HT  -         458.648 (meters)    1504.75  (feet)  COMP
 OP0562  MODELED GRAV-     980,344.7   (mgal)                       NAVD 88
 OP0562
 OP0562  VERT ORDER  -  SECOND    CLASS 0
 OP0562
 OP0562.The horizontal coordinates were scaled from a topographic map and have
 OP0562.an estimated accuracy of +/- 6 seconds.
 OP0562
 OP0562.The orthometric height was determined by differential leveling
 OP0562.and adjusted by the National Geodetic Survey in June 1991..
 OP0562
 OP0562.The geoid height was determined by GEOID03.
 OP0562
 OP0562.The dynamic height is computed by dividing the NAVD 88
 OP0562.geopotential number by the normal gravity value computed on the
 OP0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0562.degrees latitude (g = 980.6199 gals.).
 OP0562
 OP0562.The modeled gravity was interpolated from observed gravity values.
 OP0562
 OP0562;                    North         East    Units  Estimated Accuracy
 OP0562;SPC IA N     - 1,213,060.    1,317,440.      MT  (+/- 180 meters Scaled)
 OP0562
 OP0562                          SUPERSEDED SURVEY CONTROL
 OP0562
 OP0562  NGVD 29 (??/??/92)  458.576  (m)         1504.51   (f) ADJ UNCH    2 0
 OP0562
 OP0562.Superseded values are not recommended for survey control.
 OP0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0562.See file dsdata.txt to determine how the superseded data were derived.
 OP0562
 OP0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ770084(NAD 83)
 OP0562_MARKER: DB = BENCH MARK DISK
 OP0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0562_STAMPING: X 16 1934
 OP0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0562+STABILITY: SURFACE MOTION
 OP0562
 OP0562  HISTORY     - Date     Condition        Report By
 OP0562  HISTORY     - 1934     MONUMENTED       CGS
 OP0562
 OP0562                          STATION DESCRIPTION
 OP0562
 OP0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0562'IN SIBLEY.
 OP0562'AT SIBLEY, OSCEOLA COUNTY, AT THE JUNCTION OF THE CHICAGO, ST. PAUL,
 OP0562'MINNEAPOLIS AND OMAHA RAILWAY AND THE CHICAGO, ROCK ISLAND AND PACIFIC
 OP0562'RAILWAY, 67.2 FEET NORTH OF THE NORTH RAIL OF THE C.R.I. AND P.RY., 23
 OP0562'FEET WEST OF THE WEST RAIL OF THE C.ST.P.M. AND O.RY., AND 20 FEET
 OP0562'WEST OF THE SWITCH AT THE SOUTH END OF A SIDETRACK.  A STANDARD DISK,
 OP0562'STAMPED X 16 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OP0562'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0453 ***********************************************************************
 NL0453  DESIGNATION -  X 160
 NL0453  PID         -  NL0453
 NL0453  STATE/COUNTY-  IA/MONONA
 NL0453  USGS QUAD   -  SMITHLAND (1969)
 NL0453
 NL0453                         *CURRENT SURVEY CONTROL
 NL0453  ___________________________________________________________________
 NL0453* NAD 83(1986)-  42 07 42.     (N)    095 58 04.     (W)     SCALED    
 NL0453* NAVD 88     -       334.248  (meters)    1096.61   (feet)  ADJUSTED  
 NL0453  ___________________________________________________________________
 NL0453  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 NL0453  DYNAMIC HT  -         334.124 (meters)    1096.21  (feet)  COMP
 NL0453  MODELED GRAV-     980,239.8   (mgal)                       NAVD 88
 NL0453
 NL0453  VERT ORDER  -  SECOND    CLASS 0
 NL0453
 NL0453.The horizontal coordinates were scaled from a topographic map and have
 NL0453.an estimated accuracy of +/- 6 seconds.
 NL0453
 NL0453.The orthometric height was determined by differential leveling
 NL0453.and adjusted by the National Geodetic Survey in June 1991..
 NL0453
 NL0453.The geoid height was determined by GEOID03.
 NL0453
 NL0453.The dynamic height is computed by dividing the NAVD 88
 NL0453.geopotential number by the normal gravity value computed on the
 NL0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0453.degrees latitude (g = 980.6199 gals.).
 NL0453
 NL0453.The modeled gravity was interpolated from observed gravity values.
 NL0453
 NL0453;                    North         East    Units  Estimated Accuracy
 NL0453;SPC IA N     - 1,072,770.    1,295,990.      MT  (+/- 180 meters Scaled)
 NL0453
 NL0453                          SUPERSEDED SURVEY CONTROL
 NL0453
 NL0453  NGVD 29 (??/??/92)  334.100  (m)         1096.13   (f) ADJ UNCH    2 0
 NL0453
 NL0453.Superseded values are not recommended for survey control.
 NL0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0453.See file dsdata.txt to determine how the superseded data were derived.
 NL0453
 NL0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG546682(NAD 83)
 NL0453_MARKER: DB = BENCH MARK DISK
 NL0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0453_STAMPING: X 160 1949
 NL0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0453+STABILITY: SURFACE MOTION
 NL0453
 NL0453  HISTORY     - Date     Condition        Report By
 NL0453  HISTORY     - 1949     MONUMENTED       CGS
 NL0453  HISTORY     - 1981     GOOD             LOCENG
 NL0453
 NL0453                          STATION DESCRIPTION
 NL0453
 NL0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0453'3 MI S FROM TICONIC.
 NL0453'2.95 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE METHODIST
 NL0453'CHURCH AT TICONIC, AT THE JUNCTION OF A GRADED DIRT ROAD LEADING
 NL0453'EAST, 80 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD LEADING
 NL0453'SOUTH, 29 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 NL0453'WOODEN BRIDGE, 20 FEET SOUTH OF THE CENTER LINE OF THE DIRT
 NL0453'ROAD LEADING EAST, 14 FEET EAST OF A BRACED POWER LINE POLE,
 NL0453'1.5 FEET NORTH OF A WOVEN WIRE FENCE, 1.3 FEET WEST OF A REFERENCE
 NL0453'POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING
 NL0453'0.8 FOOT ABOVE THE GROUND.
 NL0453
 NL0453                          STATION RECOVERY (1981)
 NL0453
 NL0453'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 NL0453'2.95 MILES SOUTH ALONG A GRAVEL ROAD THE CHURCH AT TICONIC, AT THE
 NL0453'JUNCTION OF A GRAVEL ROAD LEADING EAST, 80 FEET EAST OF THE CENTER
 NL0453'LINE OF THE GRAVEL ROAD LEADING SOUTH. 20 FEET SOUTH OF THE CENTER
 NL0453'LINE OF THE GRAVEL ROAD LEADING EAST. 0.5 FEET NORTH OF A BARE WIRE
 NL0453'FENCE. 1.0 FEET WEST OF A REFERENCE POST. SET IN THE TOP OF A 5-FOOT
 NL0453'CONCRETE POST PROJECTING 0.8 FOOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0094 ***********************************************************************
 MJ0094  DESIGNATION -  X 161
 MJ0094  PID         -  MJ0094
 MJ0094  STATE/COUNTY-  IA/MADISON
 MJ0094  USGS QUAD   -  EARLHAM EAST (1983)
 MJ0094
 MJ0094                         *CURRENT SURVEY CONTROL
 MJ0094  ___________________________________________________________________
 MJ0094* NAD 83(1986)-  41 29 46.     (N)    094 03 05.     (W)     SCALED    
 MJ0094* NAVD 88     -       296.361  (meters)     972.31   (feet)  ADJUSTED  
 MJ0094  ___________________________________________________________________
 MJ0094  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 MJ0094  DYNAMIC HT  -         296.229 (meters)     971.88  (feet)  COMP
 MJ0094  MODELED GRAV-     980,171.5   (mgal)                       NAVD 88
 MJ0094
 MJ0094  VERT ORDER  -  FIRST     CLASS II
 MJ0094
 MJ0094.The horizontal coordinates were scaled from a topographic map and have
 MJ0094.an estimated accuracy of +/- 6 seconds.
 MJ0094
 MJ0094.The orthometric height was determined by differential leveling
 MJ0094.and adjusted by the National Geodetic Survey in June 1991..
 MJ0094
 MJ0094.The geoid height was determined by GEOID03.
 MJ0094
 MJ0094.The dynamic height is computed by dividing the NAVD 88
 MJ0094.geopotential number by the normal gravity value computed on the
 MJ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0094.degrees latitude (g = 980.6199 gals.).
 MJ0094
 MJ0094.The modeled gravity was interpolated from observed gravity values.
 MJ0094
 MJ0094;                    North         East    Units  Estimated Accuracy
 MJ0094;SPC IA S     -   166,290.      453,960.      MT  (+/- 180 meters Scaled)
 MJ0094
 MJ0094                          SUPERSEDED SURVEY CONTROL
 MJ0094
 MJ0094  NGVD 29 (??/??/92)  296.301  (m)          972.11   (f) ADJ UNCH    1 2
 MJ0094
 MJ0094.Superseded values are not recommended for survey control.
 MJ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0094.See file dsdata.txt to determine how the superseded data were derived.
 MJ0094
 MJ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF122943(NAD 83)
 MJ0094_MARKER: DB = BENCH MARK DISK
 MJ0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0094_STAMPING: X 161 1950
 MJ0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0094+STABILITY: SURFACE MOTION
 MJ0094
 MJ0094  HISTORY     - Date     Condition        Report By
 MJ0094  HISTORY     - 1950     MONUMENTED       CGS
 MJ0094  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0094
 MJ0094                          STATION DESCRIPTION
 MJ0094
 MJ0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0094'4 MI E FROM EARLHAM.
 MJ0094'2.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0094'RAILROAD FROM THE STATION AT EARLHAM, THENCE 0.35 MILE NORTH ALONG
 MJ0094'A GRAVELED ROAD, THENCE 1.5 MILES EAST ALONG A GRAVELED ROAD,
 MJ0094'AT A RAILROAD CROSSING, 6 RAILS WEST OF SIGNAL TOWER 3836,
 MJ0094'37 FEET SOUTH OF THE SOUTH RAIL, 36 FEET WEST OF THE CENTER LINE
 MJ0094'OF THE ROAD, 2.3 FEET NORTHWEST OF A FENCE CORNER, 1.4 FEET
 MJ0094'NORTH OF A FENCE, 2.3 FEET EAST OF A WITNESS POST, SET IN THE
 MJ0094'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MJ0094
 MJ0094                          STATION RECOVERY (1980)
 MJ0094
 MJ0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0094'THIS AREA HAS BEEN BULDOZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0419 ***********************************************************************
 MJ0419  DESIGNATION -  X 162
 MJ0419  PID         -  MJ0419
 MJ0419  STATE/COUNTY-  IA/CASS
 MJ0419  USGS QUAD   -  ATLANTIC (1971)
 MJ0419
 MJ0419                         *CURRENT SURVEY CONTROL
 MJ0419  ___________________________________________________________________
 MJ0419* NAD 83(1986)-  41 24 32.     (N)    095 01 44.     (W)     SCALED    
 MJ0419* NAVD 88     -       351.488  (meters)    1153.17   (feet)  ADJUSTED  
 MJ0419  ___________________________________________________________________
 MJ0419  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 MJ0419  DYNAMIC HT  -         351.360 (meters)    1152.75  (feet)  COMP
 MJ0419  MODELED GRAV-     980,247.5   (mgal)                       NAVD 88
 MJ0419
 MJ0419  VERT ORDER  -  FIRST     CLASS II
 MJ0419
 MJ0419.The horizontal coordinates were scaled from a topographic map and have
 MJ0419.an estimated accuracy of +/- 6 seconds.
 MJ0419
 MJ0419.The orthometric height was determined by differential leveling
 MJ0419.and adjusted by the National Geodetic Survey in June 1991..
 MJ0419
 MJ0419.The geoid height was determined by GEOID03.
 MJ0419
 MJ0419.The dynamic height is computed by dividing the NAVD 88
 MJ0419.geopotential number by the normal gravity value computed on the
 MJ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0419.degrees latitude (g = 980.6199 gals.).
 MJ0419
 MJ0419.The modeled gravity was interpolated from observed gravity values.
 MJ0419
 MJ0419;                    North         East    Units  Estimated Accuracy
 MJ0419;SPC IA S     -   157,580.      372,180.      MT  (+/- 180 meters Scaled)
 MJ0419
 MJ0419                          SUPERSEDED SURVEY CONTROL
 MJ0419
 MJ0419  NGVD 29 (??/??/92)  351.429  (m)         1152.98   (f) ADJ UNCH    1 2
 MJ0419
 MJ0419.Superseded values are not recommended for survey control.
 MJ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0419.See file dsdata.txt to determine how the superseded data were derived.
 MJ0419
 MJ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF304861(NAD 83)
 MJ0419_MARKER: DB = BENCH MARK DISK
 MJ0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0419_SP_SET: BRIDGE
 MJ0419_STAMPING: X 162 1950
 MJ0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0419
 MJ0419  HISTORY     - Date     Condition        Report By
 MJ0419  HISTORY     - 1950     MONUMENTED       CGS
 MJ0419
 MJ0419                          STATION DESCRIPTION
 MJ0419
 MJ0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0419'0.7 MI W FROM ATLANTIC.
 MJ0419'0.7 MILE WEST ALONG STATE HIGHWAY 83 FROM THE AMERICAN LEGION
 MJ0419'MEMORIAL BUILDING AT ATLANTIC, JUST NORTH OF THE CITY SEWAGE
 MJ0419'DISPOSAL PLANT, 12 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MJ0419'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE
 MJ0419'WEST END OF THE NORTH CURB OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0421 ***********************************************************************
 MJ0421  DESIGNATION -  X 163
 MJ0421  PID         -  MJ0421
 MJ0421  STATE/COUNTY-  IA/CASS
 MJ0421  USGS QUAD   -  ATLANTIC (1971)
 MJ0421
 MJ0421                         *CURRENT SURVEY CONTROL
 MJ0421  ___________________________________________________________________
 MJ0421* NAD 83(1986)-  41 24 14.     (N)    095 02 58.     (W)     SCALED    
 MJ0421* NAVD 88     -       351.105  (meters)    1151.92   (feet)  ADJUSTED  
 MJ0421  ___________________________________________________________________
 MJ0421  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 MJ0421  DYNAMIC HT  -         350.975 (meters)    1151.49  (feet)  COMP
 MJ0421  MODELED GRAV-     980,244.3   (mgal)                       NAVD 88
 MJ0421
 MJ0421  VERT ORDER  -  FIRST     CLASS II
 MJ0421
 MJ0421.This mark is at Atlantic Municipal Airport (AIO)
 MJ0421
 MJ0421.The horizontal coordinates were scaled from a topographic map and have
 MJ0421.an estimated accuracy of +/- 6 seconds.
 MJ0421
 MJ0421.The orthometric height was determined by differential leveling
 MJ0421.and adjusted by the National Geodetic Survey in June 1991..
 MJ0421
 MJ0421.The geoid height was determined by GEOID03.
 MJ0421
 MJ0421.The dynamic height is computed by dividing the NAVD 88
 MJ0421.geopotential number by the normal gravity value computed on the
 MJ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0421.degrees latitude (g = 980.6199 gals.).
 MJ0421
 MJ0421.The modeled gravity was interpolated from observed gravity values.
 MJ0421
 MJ0421;                    North         East    Units  Estimated Accuracy
 MJ0421;SPC IA S     -   157,060.      370,450.      MT  (+/- 180 meters Scaled)
 MJ0421
 MJ0421                          SUPERSEDED SURVEY CONTROL
 MJ0421
 MJ0421  NGVD 29 (??/??/92)  351.044  (m)         1151.72   (f) ADJ UNCH    1 2
 MJ0421
 MJ0421.Superseded values are not recommended for survey control.
 MJ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0421.See file dsdata.txt to determine how the superseded data were derived.
 MJ0421
 MJ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF286856(NAD 83)
 MJ0421_MARKER: DB = BENCH MARK DISK
 MJ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0421_STAMPING: X 163 1950
 MJ0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0421+STABILITY: SURFACE MOTION
 MJ0421
 MJ0421  HISTORY     - Date     Condition        Report By
 MJ0421  HISTORY     - 1950     MONUMENTED       CGS
 MJ0421  HISTORY     - 1969     MARK NOT FOUND   USGS
 MJ0421
 MJ0421                          STATION DESCRIPTION
 MJ0421
 MJ0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0421'2.1 MI W FROM ATLANTIC.
 MJ0421'2.1 MILES WEST ALONG COUNTY ROAD C FROM THE NORTHWEST CORNER
 MJ0421'OF THE CITY PARK AT ATLANTIC, AT THE ATLANTIC AIRPORT, AT THE
 MJ0421'WEATHER BUREAU STATION, 140 FEET NORTH OF THE CENTER LINE OF
 MJ0421'THE COUNTY ROAD, 48 FEET WEST OF THE NORTHWEST CORNER OF A
 MJ0421'BUILDING, 42 FEET WEST OF THE CENTER LINE OF A DRIVEWAY, 3.4 FEET
 MJ0421'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL BUILDING, 2.5 FEET
 MJ0421'WEST OF A TELEPHONE POLE, 0.9 FOOT SOUTH OF A FENCE, SET IN THE
 MJ0421'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MJ0421'NOTE-- SITE OF MARK IS NOW UNDER CULTIVATION.
 MJ0421
 MJ0421                          STATION RECOVERY (1969)
 MJ0421
 MJ0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MJ0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0484 ***********************************************************************
 OP0484  DESIGNATION -  X 17
 OP0484  PID         -  OP0484
 OP0484  STATE/COUNTY-  IA/O BRIEN
 OP0484  USGS QUAD   -  HARTLEY (1970)
 OP0484
 OP0484                         *CURRENT SURVEY CONTROL
 OP0484  ___________________________________________________________________
 OP0484* NAD 83(1986)-  43 10 25.     (N)    095 25 10.     (W)     SCALED    
 OP0484* NAVD 88     -       425.536  (meters)    1396.11   (feet)  ADJUSTED  
 OP0484  ___________________________________________________________________
 OP0484  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 OP0484  DYNAMIC HT  -         425.404 (meters)    1395.68  (feet)  COMP
 OP0484  MODELED GRAV-     980,296.1   (mgal)                       NAVD 88
 OP0484
 OP0484  VERT ORDER  -  SECOND    CLASS 0
 OP0484
 OP0484.The horizontal coordinates were scaled from a topographic map and have
 OP0484.an estimated accuracy of +/- 6 seconds.
 OP0484
 OP0484.The orthometric height was determined by differential leveling
 OP0484.and adjusted by the National Geodetic Survey in June 1991..
 OP0484
 OP0484.The geoid height was determined by GEOID03.
 OP0484
 OP0484.The dynamic height is computed by dividing the NAVD 88
 OP0484.geopotential number by the normal gravity value computed on the
 OP0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0484.degrees latitude (g = 980.6199 gals.).
 OP0484
 OP0484.The modeled gravity was interpolated from observed gravity values.
 OP0484
 OP0484;                    North         East    Units  Estimated Accuracy
 OP0484;SPC IA N     - 1,187,680.    1,343,940.      MT  (+/- 180 meters Scaled)
 OP0484
 OP0484                          SUPERSEDED SURVEY CONTROL
 OP0484
 OP0484  NGVD 29 (??/??/92)  425.367  (m)         1395.56   (f) ADJ UNCH    2 0
 OP0484
 OP0484.Superseded values are not recommended for survey control.
 OP0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0484.See file dsdata.txt to determine how the superseded data were derived.
 OP0484
 OP0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH033829(NAD 83)
 OP0484_MARKER: DB = BENCH MARK DISK
 OP0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0484_STAMPING: X 17 1934
 OP0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0484+STABILITY: SURFACE MOTION
 OP0484
 OP0484  HISTORY     - Date     Condition        Report By
 OP0484  HISTORY     - 1934     MONUMENTED       CGS
 OP0484
 OP0484                          STATION DESCRIPTION
 OP0484
 OP0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0484'2.8 MI E FROM HARTLEY.
 OP0484'2.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0484'RAILROAD FROM THE STATION AT HARTLEY, OBRIEN COUNTY, 182 YARDS
 OP0484'NORTHWEST OF MILEPOST 231, 45.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 OP0484'AND 1.2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OP0484'STAMPED X 17 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OP0484'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0153 ***********************************************************************
 NJ0153  DESIGNATION -  X 175
 NJ0153  PID         -  NJ0153
 NJ0153  STATE/COUNTY-  IA/JACKSON
 NJ0153  USGS QUAD   -  BELLEVUE (1968)
 NJ0153
 NJ0153                         *CURRENT SURVEY CONTROL
 NJ0153  ___________________________________________________________________
 NJ0153* NAD 83(1996)-  42 18 18.24399(N)    090 27 23.09474(W)     ADJUSTED  
 NJ0153* NAVD 88     -       224.470  (meters)     736.45   (feet)  ADJUSTED  
 NJ0153  ___________________________________________________________________
 NJ0153  X           -     -37,633.926 (meters)                     COMP
 NJ0153  Y           -  -4,724,249.915 (meters)                     COMP
 NJ0153  Z           -   4,270,854.441 (meters)                     COMP
 NJ0153  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 NJ0153  ELLIP HEIGHT-         191.72  (meters)          (12/06/04) GPS OBS
 NJ0153  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 NJ0153  DYNAMIC HT  -         224.399 (meters)     736.22  (feet)  COMP
 NJ0153  MODELED GRAV-     980,300.9   (mgal)                       NAVD 88
 NJ0153
 NJ0153  HORZ ORDER  -  FIRST
 NJ0153  VERT ORDER  -  FIRST     CLASS I
 NJ0153  ELLP ORDER  -  FOURTH    CLASS I
 NJ0153
 NJ0153.The horizontal coordinates were established by GPS observations
 NJ0153.and adjusted by the National Geodetic Survey in September 1998..
 NJ0153
 NJ0153.The orthometric height was determined by differential leveling
 NJ0153.and adjusted by the National Geodetic Survey in June 1991..
 NJ0153
 NJ0153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0153
 NJ0153.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0153
 NJ0153.The ellipsoidal height was determined by GPS observations
 NJ0153.and is referenced to NAD 83.
 NJ0153
 NJ0153.The geoid height was determined by GEOID03.
 NJ0153
 NJ0153.The dynamic height is computed by dividing the NAVD 88
 NJ0153.geopotential number by the normal gravity value computed on the
 NJ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0153.degrees latitude (g = 980.6199 gals.).
 NJ0153
 NJ0153.The modeled gravity was interpolated from observed gravity values.
 NJ0153
 NJ0153;                    North         East     Units Scale Factor Converg.
 NJ0153;SPC IA N     - 1,093,940.574 1,750,892.385   MT  0.99996528   +2 03 46.0
 NJ0153;UTM  15      - 4,686,781.786   709,651.074   MT  1.00014084   +1 42 45.6
 NJ0153
 NJ0153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0153!SPC IA N     -   0.99996993  x   0.99996528  =   0.99993521
 NJ0153!UTM  15      -   0.99996993  x   1.00014084  =   1.00011077
 NJ0153
 NJ0153                          SUPERSEDED SURVEY CONTROL
 NJ0153
 NJ0153  ELLIP H (09/15/98)  191.78   (m)                       GP(       ) 3 1
 NJ0153  NAVD 88 (09/15/98)  224.47   (m)          736.4    (f) LEVELING    3  
 NJ0153  NGVD 29 (??/??/92)  224.511  (m)          736.58   (f) ADJ UNCH    1 1
 NJ0153
 NJ0153.Superseded values are not recommended for survey control.
 NJ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0153.See file dsdata.txt to determine how the superseded data were derived.
 NJ0153
 NJ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG0965186782(NAD 83)
 NJ0153_MARKER: DB = BENCH MARK DISK
 NJ0153_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0153_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0153_STAMPING: X 175 1970
 NJ0153_PROJECTION: FLUSH
 NJ0153_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NJ0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0153+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1996
 NJ0153
 NJ0153  HISTORY     - Date     Condition        Report By
 NJ0153  HISTORY     - 1970     MONUMENTED       NGS
 NJ0153  HISTORY     - 1988     POOR             USPSQD
 NJ0153  HISTORY     - 19940826 GOOD             USPSQD
 NJ0153  HISTORY     - 19960815 GOOD             SECI
 NJ0153  HISTORY     - 20010331 GOOD             NGS
 NJ0153
 NJ0153                          STATION DESCRIPTION
 NJ0153
 NJ0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0153'3.8 MI NW FROM BELLEVUE.
 NJ0153'ABOUT 3.85 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM
 NJ0153'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE,
 NJ0153'56 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 NJ0153'SOUTHEAST OF A TELEPHONE POLE, 3 FEET SOUTHWEST OF A FENCE,
 NJ0153'2.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 NJ0153'THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH
 NJ0153'IRON PIPE PROJECTING 2 INCHES.  SECTION 35, T87N, R4E.
 NJ0153
 NJ0153                          STATION RECOVERY (1988)
 NJ0153
 NJ0153'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0153'MARK RECOVERED IN POOR CONDITION.
 NJ0153
 NJ0153                          STATION RECOVERY (1994)
 NJ0153
 NJ0153'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0153'RECOVERED IN GOOD CONDITION.
 NJ0153
 NJ0153                          STATION RECOVERY (1996)
 NJ0153
 NJ0153'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NJ0153'RECOVERED AS DESCRIBED EXCEPT THAT THE POWER POLE AND THE FENCE ARE NO
 NJ0153'LONGER THERE.  THE STATION IS LOCATED 223 FT (68.0 M) SOUTHEAST OF THE
 NJ0153'LAST POST OF A GUARDRAIL ON THE EAST SIDE OF U.S.  ROUTE 52, 84.6 FT
 NJ0153'(25.8 M) WEST OF A CONCRETE R.O.W.  MARKER, 44.5 FT (13.6 M) NORTHWEST
 NJ0153'OF A CONCRETE R.O.W.  MARKER, 85.5 FT (26.1 M) NORTHWEST OF A
 NJ0153'UNDERGROUND TELEPHONE CABLE SIGN, AND 12.3 FT (3.7 M) NORTH OF A
 NJ0153'UNDERGROUND TELEPHONE CABLE SIGN.  NOTE--U.S.  ROUTE 52 WAS UNDER
 NJ0153'CONSTRUCTION AT THE TIME OF RECOVERY, THE CENTERLINE TIES MAY CHANGE.
 NJ0153
 NJ0153                          STATION RECOVERY (2001)
 NJ0153
 NJ0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0153'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0124 ***********************************************************************
 NJ0124  DESIGNATION -  X 176
 NJ0124  PID         -  NJ0124
 NJ0124  STATE/COUNTY-  IA/JACKSON
 NJ0124  USGS QUAD   -  SPRINGBROOK (1980)
 NJ0124
 NJ0124                         *CURRENT SURVEY CONTROL
 NJ0124  ___________________________________________________________________
 NJ0124* NAD 83(1986)-  42 13 33.     (N)    090 23 46.     (W)     SCALED    
 NJ0124* NAVD 88     -       186.057  (meters)     610.42   (feet)  ADJUSTED  
 NJ0124  ___________________________________________________________________
 NJ0124  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 NJ0124  DYNAMIC HT  -         185.997 (meters)     610.23  (feet)  COMP
 NJ0124  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 NJ0124
 NJ0124  VERT ORDER  -  FIRST     CLASS I
 NJ0124
 NJ0124.The horizontal coordinates were scaled from a topographic map and have
 NJ0124.an estimated accuracy of +/- 6 seconds.
 NJ0124
 NJ0124.The orthometric height was determined by differential leveling
 NJ0124.and adjusted by the National Geodetic Survey in June 1991..
 NJ0124
 NJ0124.The geoid height was determined by GEOID03.
 NJ0124
 NJ0124.The dynamic height is computed by dividing the NAVD 88
 NJ0124.geopotential number by the normal gravity value computed on the
 NJ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0124.degrees latitude (g = 980.6199 gals.).
 NJ0124
 NJ0124.The modeled gravity was interpolated from observed gravity values.
 NJ0124
 NJ0124;                    North         East    Units  Estimated Accuracy
 NJ0124;SPC IA N     - 1,085,330.    1,756,180.      MT  (+/- 180 meters Scaled)
 NJ0124
 NJ0124                          SUPERSEDED SURVEY CONTROL
 NJ0124
 NJ0124  NGVD 29 (??/??/92)  186.095  (m)          610.55   (f) ADJ UNCH    1 1
 NJ0124
 NJ0124.Superseded values are not recommended for survey control.
 NJ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0124.See file dsdata.txt to determine how the superseded data were derived.
 NJ0124
 NJ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG148781(NAD 83)
 NJ0124_MARKER: DB = BENCH MARK DISK
 NJ0124_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NJ0124_SP_SET: 20 FT
 NJ0124_STAMPING: X 176 1970
 NJ0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0124
 NJ0124  HISTORY     - Date     Condition        Report By
 NJ0124  HISTORY     - 1970     MONUMENTED       NGS
 NJ0124  HISTORY     - 1988     GOOD             USPSQD
 NJ0124  HISTORY     - 19940902 GOOD             USPSQD
 NJ0124  HISTORY     - 20010331 GOOD             NGS
 NJ0124
 NJ0124                          STATION DESCRIPTION
 NJ0124
 NJ0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0124'2.6 MI SE FROM BELLEVUE.
 NJ0124'ABOUT 2.65 MILES SOUTHEAST ALONG U.S. HIGHWAYS 52 AND 67 FROM
 NJ0124'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE,
 NJ0124'72.3 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 121.0
 NJ0124'FEET SOUTH AND ACROSS THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0124'PACIFIC RAILROAD FROM THE SOUTH CORNER OF A HOUSE, 81 FEET
 NJ0124'NORTHWEST OF A 6-FOOT CONCRETE CULVERT UNDER THE TRACK, 30
 NJ0124'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 1.7 FEET
 NJ0124'NORTHWEST OF A TELEPHONE POLE, 2.6 FEET SOUTHEAST OF A METAL
 NJ0124'WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK, ABOUT
 NJ0124'4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A COPPER
 NJ0124'COATED ROD THAT IS DRIVEN TO REFUSAL AT A DEPTH OF 20 FEET AND
 NJ0124'IS ENCASED IN A 3 1/2-INCH IRON PIPE PROJECTING 4 INCHES.
 NJ0124'SECTION 29, T86N, R5E
 NJ0124
 NJ0124                          STATION RECOVERY (1988)
 NJ0124
 NJ0124'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0124'RECOVERED IN GOOD CONDITION.
 NJ0124
 NJ0124                          STATION RECOVERY (1994)
 NJ0124
 NJ0124'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0124'RECOVERED IN GOOD CONDITION.
 NJ0124
 NJ0124                          STATION RECOVERY (2001)
 NJ0124
 NJ0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0124'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0365 ***********************************************************************
 NJ0365  DESIGNATION -  X 177
 NJ0365  PID         -  NJ0365
 NJ0365  STATE/COUNTY-  IA/DUBUQUE
 NJ0365  USGS QUAD   -  HOLY CROSS (1957)
 NJ0365
 NJ0365                         *CURRENT SURVEY CONTROL
 NJ0365  ___________________________________________________________________
 NJ0365* NAD 83(1986)-  42 34 54.     (N)    090 52 53.     (W)     SCALED    
 NJ0365* NAVD 88     -       276.117  (meters)     905.89   (feet)  ADJUSTED  
 NJ0365  ___________________________________________________________________
 NJ0365  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 NJ0365  DYNAMIC HT  -         276.031 (meters)     905.61  (feet)  COMP
 NJ0365  MODELED GRAV-     980,300.7   (mgal)                       NAVD 88
 NJ0365
 NJ0365  VERT ORDER  -  FIRST     CLASS I
 NJ0365
 NJ0365.The horizontal coordinates were scaled from a topographic map and have
 NJ0365.an estimated accuracy of +/- 6 seconds.
 NJ0365
 NJ0365.The orthometric height was determined by differential leveling
 NJ0365.and adjusted by the National Geodetic Survey in June 1991..
 NJ0365
 NJ0365.The geoid height was determined by GEOID03.
 NJ0365
 NJ0365.The dynamic height is computed by dividing the NAVD 88
 NJ0365.geopotential number by the normal gravity value computed on the
 NJ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0365.degrees latitude (g = 980.6199 gals.).
 NJ0365
 NJ0365.The modeled gravity was interpolated from observed gravity values.
 NJ0365
 NJ0365;                    North         East    Units  Estimated Accuracy
 NJ0365;SPC IA N     - 1,123,480.    1,714,920.      MT  (+/- 180 meters Scaled)
 NJ0365
 NJ0365                          SUPERSEDED SURVEY CONTROL
 NJ0365
 NJ0365  NGVD 29 (??/??/92)  276.156  (m)          906.02   (f) ADJ UNCH    1 1
 NJ0365
 NJ0365.Superseded values are not recommended for survey control.
 NJ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0365.See file dsdata.txt to determine how the superseded data were derived.
 NJ0365
 NJ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH738165(NAD 83)
 NJ0365_MARKER: DB = BENCH MARK DISK
 NJ0365_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0365_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0365_STAMPING: X 177 1970
 NJ0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0365
 NJ0365  HISTORY     - Date     Condition        Report By
 NJ0365  HISTORY     - 1970     MONUMENTED       NGS
 NJ0365  HISTORY     - 20010331 GOOD             NGS
 NJ0365
 NJ0365                          STATION DESCRIPTION
 NJ0365
 NJ0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0365'10 MI W FROM SAGEVILLE.
 NJ0365'ABOUT 9.95 MILES WEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3
 NJ0365'FROM THE JUNCTION OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE,
 NJ0365'OR ABOUT 11.15 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY
 NJ0365'3 FROM THE HOLY TRINITY CHURCH AT LUXEMBURG, AT THE FOOT OF A
 NJ0365'LONG HILL, 128 YARDS WEST OF THE JUNCTION OF THE HIGHWAY AND OLD
 NJ0365'U.S. HIGHWAY 52 AND STATE HIGHWAY 3, 28 FEET SOUTH OF THE CENTER
 NJ0365'LINE OF THE NEW HIGHWAY, 151 FEET WEST OF THE WEST END OF THE
 NJ0365'SOUTH CONCRETE HEADWALL OF A CULVERT, 20 FEET EAST OF THE CENTER
 NJ0365'OF A GATE, 12 FEET WEST OF A POWER POLE WHICH IS BRACED BY TWO
 NJ0365'GUY WIRES, 0.8 FOOT NORTH OF A FENCE, 1.3 FEET WEST OF A METAL
 NJ0365'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 NJ0365'BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 1 INCH.
 NJ0365'SECTION 30, T90N, R1E.
 NJ0365
 NJ0365                          STATION RECOVERY (2001)
 NJ0365
 NJ0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0365'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0253 ***********************************************************************
 NJ0253  DESIGNATION -  X 178
 NJ0253  PID         -  NJ0253
 NJ0253  STATE/COUNTY-  IA/DUBUQUE
 NJ0253  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0253
 NJ0253                         *CURRENT SURVEY CONTROL
 NJ0253  ___________________________________________________________________
 NJ0253* NAD 83(1986)-  42 25 09.     (N)    090 41 37.     (W)     SCALED    
 NJ0253* NAVD 88     -       231.898  (meters)     760.82   (feet)  ADJUSTED  
 NJ0253  ___________________________________________________________________
 NJ0253  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 NJ0253  DYNAMIC HT  -         231.823 (meters)     760.57  (feet)  COMP
 NJ0253  MODELED GRAV-     980,290.2   (mgal)                       NAVD 88
 NJ0253
 NJ0253  VERT ORDER  -  FIRST     CLASS I
 NJ0253
 NJ0253.The horizontal coordinates were scaled from a topographic map and have
 NJ0253.an estimated accuracy of +/- 6 seconds.
 NJ0253
 NJ0253.The orthometric height was determined by differential leveling
 NJ0253.and adjusted by the National Geodetic Survey in June 1991..
 NJ0253
 NJ0253.The geoid height was determined by GEOID03.
 NJ0253
 NJ0253.The dynamic height is computed by dividing the NAVD 88
 NJ0253.geopotential number by the normal gravity value computed on the
 NJ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0253.degrees latitude (g = 980.6199 gals.).
 NJ0253
 NJ0253.The modeled gravity was interpolated from observed gravity values.
 NJ0253
 NJ0253;                    North         East    Units  Estimated Accuracy
 NJ0253;SPC IA N     - 1,105,930.    1,730,930.      MT  (+/- 180 meters Scaled)
 NJ0253
 NJ0253                          SUPERSEDED SURVEY CONTROL
 NJ0253
 NJ0253  NGVD 29 (??/??/92)  231.946  (m)          760.98   (f) ADJ UNCH    1 1
 NJ0253
 NJ0253.Superseded values are not recommended for survey control.
 NJ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0253.See file dsdata.txt to determine how the superseded data were derived.
 NJ0253
 NJ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG897988(NAD 83)
 NJ0253_MARKER: DB = BENCH MARK DISK
 NJ0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0253_SP_SET: CULVERT
 NJ0253_STAMPING: X 178 1970
 NJ0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0253+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2006
 NJ0253
 NJ0253  HISTORY     - Date     Condition        Report By
 NJ0253  HISTORY     - 1970     MONUMENTED       NGS
 NJ0253  HISTORY     - 20060730 GOOD             GEOCAC
 NJ0253
 NJ0253                          STATION DESCRIPTION
 NJ0253
 NJ0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0253'6.1 MI S FROM DUBUQUE.
 NJ0253'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0253'AT DUBUQUE, THENCE 2.4 MILES SOUTH ALONG U.S. HIGHWAYS 52, 61
 NJ0253'AND 151, THENCE 3.2 MILES SOUTH ALONG U.S. HIGHWAY 61, 126
 NJ0253'FEET SOUTHEAST OF THE CENTER OF A HIGHWAY UNDERPASS FOR U.S.
 NJ0253'HIGHWAY 20 BYPASS, 61 1/2 FEET EAST OF THE CENTER LINE OF THE
 NJ0253'NORTHBOUND TRAFFIC LANE OF THE HIGHWAY, SET IN THE TOP OF THE
 NJ0253'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL OF A 6- X 8-FOOT
 NJ0253'CONCRETE CULVERT, AND ABOUT 8 1/2 FEET BELOW THE LEVEL OF THE
 NJ0253'HIGHWAY.  SECTION 23, T 88N, R 2E.
 NJ0253
 NJ0253                          STATION RECOVERY (2006)
 NJ0253
 NJ0253'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0253'THE UNDERPASS IS FOR THE INTERSECTION OF HIGHWAYS US 61 AND US 151.
 NJ0253'CULVERT END IS MARKED WITH AN ORANGE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0137 ***********************************************************************
 OP0137  DESIGNATION -  X 18
 OP0137  PID         -  OP0137
 OP0137  STATE/COUNTY-  IA/PALO ALTO
 OP0137  USGS QUAD   -  CYLINDER (1980)
 OP0137
 OP0137                         *CURRENT SURVEY CONTROL
 OP0137  ___________________________________________________________________
 OP0137* NAD 83(1986)-  43 04 52.     (N)    094 31 12.     (W)     SCALED    
 OP0137* NAVD 88     -       363.849  (meters)    1193.73   (feet)  ADJUSTED  
 OP0137  ___________________________________________________________________
 OP0137  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 OP0137  DYNAMIC HT  -         363.750 (meters)    1193.40  (feet)  COMP
 OP0137  MODELED GRAV-     980,336.6   (mgal)                       NAVD 88
 OP0137
 OP0137  VERT ORDER  -  SECOND    CLASS 0
 OP0137
 OP0137.The horizontal coordinates were scaled from a topographic map and have
 OP0137.an estimated accuracy of +/- 6 seconds.
 OP0137
 OP0137.The orthometric height was determined by differential leveling
 OP0137.and adjusted by the National Geodetic Survey in June 1991..
 OP0137
 OP0137.The geoid height was determined by GEOID03.
 OP0137
 OP0137.The dynamic height is computed by dividing the NAVD 88
 OP0137.geopotential number by the normal gravity value computed on the
 OP0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0137.degrees latitude (g = 980.6199 gals.).
 OP0137
 OP0137.The modeled gravity was interpolated from observed gravity values.
 OP0137
 OP0137;                    North         East    Units  Estimated Accuracy
 OP0137;SPC IA N     - 1,176,130.    1,416,940.      MT  (+/- 180 meters Scaled)
 OP0137
 OP0137                          SUPERSEDED SURVEY CONTROL
 OP0137
 OP0137  NGVD 29 (??/??/92)  363.783  (m)         1193.51   (f) ADJ UNCH    2 0
 OP0137
 OP0137.Superseded values are not recommended for survey control.
 OP0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0137.See file dsdata.txt to determine how the superseded data were derived.
 OP0137
 OP0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH762709(NAD 83)
 OP0137_MARKER: DB = BENCH MARK DISK
 OP0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0137_STAMPING: X 18 1934
 OP0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0137+STABILITY: SURFACE MOTION
 OP0137
 OP0137  HISTORY     - Date     Condition        Report By
 OP0137  HISTORY     - 1934     MONUMENTED       CGS
 OP0137  HISTORY     - 1954     GOOD             NGS
 OP0137
 OP0137                          STATION DESCRIPTION
 OP0137
 OP0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 OP0137'4.7 MI W FROM WHITTEMORE.
 OP0137'IN PALO ALTO COUNTY, 4.7 MILES WEST ALONG THE CHICAGO MILWAUKEE ST.
 OP0137'PAUL AND PACIFIC RAILROAD FROM THE STATION AT WHITTEMORE, KOSSUTH
 OP0137'COUNTY, 1.6 MILES EAST OF CYLINDER, PALO ALTO COUNTY, 363 FEET EAST OF
 OP0137'THE CENTER OF A GRAVEL-ROAD CROSSING, 37.5 FEET SOUTH OF THE SOUTH
 OP0137'RAIL, 9.6 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 5.9 FEET EAST OF
 OP0137'THE THIRD POLE EAST OF THE CROSSING.  A STANDARD DISK, STAMPED X 18
 OP0137'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE
 OP0137'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1390 ***********************************************************************
 MJ1390  DESIGNATION -  X 180
 MJ1390  PID         -  MJ1390
 MJ1390  STATE/COUNTY-  IA/HARRISON
 MJ1390  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ1390
 MJ1390                         *CURRENT SURVEY CONTROL
 MJ1390  ___________________________________________________________________
 MJ1390* NAD 83(1986)-  41 33 27.     (N)    095 59 40.     (W)     SCALED    
 MJ1390* NAVD 88     -       306.385  (meters)    1005.20   (feet)  ADJUSTED  
 MJ1390  ___________________________________________________________________
 MJ1390  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 MJ1390  DYNAMIC HT  -         306.246 (meters)    1004.74  (feet)  COMP
 MJ1390  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 MJ1390
 MJ1390  VERT ORDER  -  FIRST     CLASS II
 MJ1390
 MJ1390.The horizontal coordinates were scaled from a topographic map and have
 MJ1390.an estimated accuracy of +/- 6 seconds.
 MJ1390
 MJ1390.The orthometric height was determined by differential leveling
 MJ1390.and adjusted by the National Geodetic Survey in June 1991..
 MJ1390
 MJ1390.The geoid height was determined by GEOID03.
 MJ1390
 MJ1390.The dynamic height is computed by dividing the NAVD 88
 MJ1390.geopotential number by the normal gravity value computed on the
 MJ1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1390.degrees latitude (g = 980.6199 gals.).
 MJ1390
 MJ1390.The modeled gravity was interpolated from observed gravity values.
 MJ1390
 MJ1390;                    North         East    Units  Estimated Accuracy
 MJ1390;SPC IA S     -   175,940.      291,940.      MT  (+/- 180 meters Scaled)
 MJ1390
 MJ1390                          SUPERSEDED SURVEY CONTROL
 MJ1390
 MJ1390.No superseded survey control is available for this station.
 MJ1390
 MJ1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG502049(NAD 83)
 MJ1390_MARKER: I = METAL ROD
 MJ1390_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1390_SP_SET: STAINLESS STEEL ROD
 MJ1390_STAMPING: X 180 1989
 MJ1390_MARK LOGO: NGS   
 MJ1390_PROJECTION: FLUSH
 MJ1390_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1390+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1390_ROD/PIPE-DEPTH: 14.0 meters
 MJ1390
 MJ1390  HISTORY     - Date     Condition        Report By
 MJ1390  HISTORY     - 1989     MONUMENTED       NGS
 MJ1390
 MJ1390                          STATION DESCRIPTION
 MJ1390
 MJ1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1390'6.5 KM (4.05 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH
 MJ1390'INTERSTATE HIGHWAY 29 IN MISSOURI VALLEY, THENCE 0.7 KM (0.45 MI)
 MJ1390'NORTHERLY ALONG A PAVED ROAD, AT THE SMALL COMMUNITY OF CALIFORNIA
 MJ1390'JUNCTION, 13.7 M (44.9 FT) SOUTH OF THE NEAR RAIL OF THE CHICAGO AND
 MJ1390'NORTHWESTERN RAILROAD, 9.2 M (30.2 FT) EAST OF THE CENTER OF THE ROAD,
 MJ1390'1.8 M (5.9 FT) BELOW THE LEVEL OF THE ROAD, 1.2 M (3.9 FT) WEST OF A
 MJ1390'UTILITY POLE, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST. NOTE--ACCESS
 MJ1390'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1915 ***********************************************************************
 NM1915  DESIGNATION -  X 181
 NM1915  PID         -  NM1915
 NM1915  STATE/COUNTY-  IA/WOODBURY
 NM1915  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM1915
 NM1915                         *CURRENT SURVEY CONTROL
 NM1915  ___________________________________________________________________
 NM1915* NAD 83(1986)-  42 24 32.     (N)    096 21 38.     (W)     SCALED    
 NM1915* NAVD 88     -       332.901  (meters)    1092.19   (feet)  ADJUSTED  
 NM1915  ___________________________________________________________________
 NM1915  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 NM1915  DYNAMIC HT  -         332.793 (meters)    1091.84  (feet)  COMP
 NM1915  MODELED GRAV-     980,289.1   (mgal)                       NAVD 88
 NM1915
 NM1915  VERT ORDER  -  FIRST     CLASS II
 NM1915
 NM1915.The horizontal coordinates were scaled from a topographic map and have
 NM1915.an estimated accuracy of +/- 6 seconds.
 NM1915
 NM1915.The orthometric height was determined by differential leveling
 NM1915.and adjusted by the National Geodetic Survey in June 1991..
 NM1915
 NM1915.The geoid height was determined by GEOID03.
 NM1915
 NM1915.The dynamic height is computed by dividing the NAVD 88
 NM1915.geopotential number by the normal gravity value computed on the
 NM1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1915.degrees latitude (g = 980.6199 gals.).
 NM1915
 NM1915.The modeled gravity was interpolated from observed gravity values.
 NM1915
 NM1915;                    North         East    Units  Estimated Accuracy
 NM1915;SPC IA N     - 1,104,940.    1,264,580.      MT  (+/- 180 meters Scaled)
 NM1915
 NM1915                          SUPERSEDED SURVEY CONTROL
 NM1915
 NM1915.No superseded survey control is available for this station.
 NM1915
 NM1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM171985(NAD 83)
 NM1915_MARKER: I = METAL ROD
 NM1915_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NM1915_SP_SET: STAINLESS STEEL ROD
 NM1915_STAMPING: X 181 1989
 NM1915_MARK LOGO: NGS   
 NM1915_PROJECTION: FLUSH
 NM1915_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1915+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NM1915_ROD/PIPE-DEPTH: 10.4 meters
 NM1915
 NM1915  HISTORY     - Date     Condition        Report By
 NM1915  HISTORY     - 1989     MONUMENTED       NGS
 NM1915
 NM1915                          STATION DESCRIPTION
 NM1915
 NM1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1915'IN SERGEANT BLUFF, AT THE INTERSECTION OF SOUTH LEWIS BOULEVARD AND
 NM1915'RIDGE ROAD, 17.0 M (55.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 NM1915'BOULEVARD, 14.5 M (47.6 FT) NORTHWEST OF THE CENTER OF THE ROAD, 1.5 M
 NM1915'(4.9 FT) BELOW THE LEVEL OF THE ROAD, 1.4 M (4.6 FT) SOUTHEAST OF THE
 NM1915'SOUTHEAST FACE OF A STEEL UTILITY POLE, AND 0.3 M (1.0 FT) NORTHWEST
 NM1915'OF A WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NM1915'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1441 ***********************************************************************
 LF1441  DESIGNATION -  X 182
 LF1441  PID         -  LF1441
 LF1441  STATE/COUNTY-  IA/FREMONT
 LF1441  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1441
 LF1441                         *CURRENT SURVEY CONTROL
 LF1441  ___________________________________________________________________
 LF1441* NAD 83(1986)-  40 41 20.     (N)    095 47 31.     (W)     SCALED    
 LF1441* NAVD 88     -       281.055  (meters)     922.09   (feet)  ADJUSTED  
 LF1441  ___________________________________________________________________
 LF1441  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LF1441  DYNAMIC HT  -         280.908 (meters)     921.61  (feet)  COMP
 LF1441  MODELED GRAV-     980,095.1   (mgal)                       NAVD 88
 LF1441
 LF1441  VERT ORDER  -  FIRST     CLASS II
 LF1441
 LF1441.The horizontal coordinates were scaled from a topographic map and have
 LF1441.an estimated accuracy of +/- 6 seconds.
 LF1441
 LF1441.The orthometric height was determined by differential leveling
 LF1441.and adjusted by the National Geodetic Survey in June 1991..
 LF1441
 LF1441.The geoid height was determined by GEOID03.
 LF1441
 LF1441.The dynamic height is computed by dividing the NAVD 88
 LF1441.geopotential number by the normal gravity value computed on the
 LF1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1441.degrees latitude (g = 980.6199 gals.).
 LF1441
 LF1441.The modeled gravity was interpolated from observed gravity values.
 LF1441
 LF1441;                    North         East    Units  Estimated Accuracy
 LF1441;SPC IA S     -    79,050.      306,290.      MT  (+/- 180 meters Scaled)
 LF1441
 LF1441                          SUPERSEDED SURVEY CONTROL
 LF1441
 LF1441.No superseded survey control is available for this station.
 LF1441
 LF1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF640079(NAD 83)
 LF1441_MARKER: I = METAL ROD
 LF1441_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1441_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1441_STAMPING: X 182 1989
 LF1441_MARK LOGO: NGS   
 LF1441_PROJECTION: FLUSH
 LF1441_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LF1441+STABILITY: POSITION/ELEVATION WELL
 LF1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1441+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1991
 LF1441_ROD/PIPE-DEPTH: 30.3 meters
 LF1441_SLEEVE-DEPTH  : 4.6 meters
 LF1441
 LF1441  HISTORY     - Date     Condition        Report By
 LF1441  HISTORY     - 1989     MONUMENTED       NGS
 LF1441  HISTORY     - 19911024 GOOD             NGS
 LF1441
 LF1441                          STATION DESCRIPTION
 LF1441
 LF1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1441'0.8 KM (0.50 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LF1441'INTERSTATE HIGHWAY 29, 68.3 M (224.1 FT) SOUTH OF THE CENTERLINE OF
 LF1441'THE EASTBOUND LANES OF THE HIGHWAY, 36.6 M (120.1 FT) EAST OF THE
 LF1441'SOUTHEAST CORNER OF A LONG TIN BUILDING, 27.3 M (89.6 FT) NORTH OF THE
 LF1441'CENTER OF A DRIVEWAY, 10.3 M (33.8 FT) WEST OF THE CENTER OF A
 LF1441'GRAVELED ROAD, 1.3 M (4.3 FT) SOUTH OF A UTILITY POLE, AND LEVEL WITH
 LF1441'THE GRAVELED ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LF1441'5-INCH LOGO CAP.
 LF1441
 LF1441                          STATION RECOVERY (1991)
 LF1441
 LF1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1441'7.6 KM (4.70 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LF1441'STATE HIGHWAY 75 IN NEBRASKA CITY, NEBRASKA, 68.3 M (224.1 FT) SOUTH
 LF1441'OF THE CENTERLINE OF THE HIGHWAY, 36.6 M (120.1 FT) EAST OF THE
 LF1441'SOUTHEAST CORNER OF A METAL BUILDING, 27.3 M (89.6 FT) NORTH OF THE
 LF1441'CENTER OF A DRIVEWAY, 10.3 M (33.8 FT) WEST OF THE CENTER OF A
 LF1441'GRAVELED ROAD, 1.3 M (4.3 FT) SOUTH OF A UTILITY POLE WITH A
 LF1441'TRANSFORMER AND A GUY CABLE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 LF1441'THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LF1441'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9186 ***********************************************************************
 AE9186  CBN         -  This is a Cooperative Base Network Control Station.
 AE9186  DESIGNATION -  X 183
 AE9186  PID         -  AE9186
 AE9186  STATE/COUNTY-  IA/JOHNSON
 AE9186  USGS QUAD   -  ELY (1994)
 AE9186
 AE9186                         *CURRENT SURVEY CONTROL
 AE9186  ___________________________________________________________________
 AE9186* NAD 83(1996)-  41 45 25.31508(N)    091 36 25.00825(W)     ADJUSTED  
 AE9186* NAVD 88     -       238.839  (meters)     783.59   (feet)  ADJUSTED  
 AE9186  ___________________________________________________________________
 AE9186  X           -    -133,628.816 (meters)                     COMP
 AE9186  Y           -  -4,763,293.884 (meters)                     COMP
 AE9186  Z           -   4,225,647.998 (meters)                     COMP
 AE9186  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AE9186  ELLIP HEIGHT-         206.32  (meters)          (07/28/03) GPS OBS
 AE9186  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 AE9186  DYNAMIC HT  -         238.748 (meters)     783.29  (feet)  COMP
 AE9186  MODELED GRAV-     980,234.1   (mgal)                       NAVD 88
 AE9186
 AE9186  HORZ ORDER  -  A
 AE9186  VERT ORDER  -  SECOND    CLASS I
 AE9186  ELLP ORDER  -  FOURTH    CLASS I
 AE9186
 AE9186.The horizontal coordinates were established by GPS observations
 AE9186.and adjusted by the National Geodetic Survey in July 2003..
 AE9186
 AE9186.The orthometric height was determined by differential leveling
 AE9186.and adjusted by the National Geodetic Survey in July 2002..
 AE9186
 AE9186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9186
 AE9186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9186
 AE9186.The ellipsoidal height was determined by GPS observations
 AE9186.and is referenced to NAD 83.
 AE9186
 AE9186.The geoid height was determined by GEOID03.
 AE9186
 AE9186.The dynamic height is computed by dividing the NAVD 88
 AE9186.geopotential number by the normal gravity value computed on the
 AE9186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9186.degrees latitude (g = 980.6199 gals.).
 AE9186
 AE9186.The modeled gravity was interpolated from observed gravity values.
 AE9186
 AE9186;                    North         East     Units Scale Factor Converg.
 AE9186;SPC IA S     -   196,834.845   657,422.975   MT  0.99999544   +1 14 49.0
 AE9186;UTM  15      - 4,623,738.022   615,808.500   MT  0.99976504   +0 55 40.2
 AE9186
 AE9186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9186!SPC IA S     -   0.99996764  x   0.99999544  =   0.99996308
 AE9186!UTM  15      -   0.99996764  x   0.99976504  =   0.99973269
 AE9186
 AE9186                          SUPERSEDED SURVEY CONTROL
 AE9186
 AE9186  NAD 83(1996)-  41 45 25.31459(N)    091 36 25.00858(W) AD(       ) 1
 AE9186  ELLIP H (03/26/02)  206.32   (m)                       GP(       ) 1 1
 AE9186  NAVD 88 (03/26/02)  238.84   (m)          783.6    (f) LEVELING    3  
 AE9186
 AE9186.Superseded values are not recommended for survey control.
 AE9186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9186.See file dsdata.txt to determine how the superseded data were derived.
 AE9186
 AE9186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG1580923738(NAD 83)
 AE9186_MARKER: I = METAL ROD
 AE9186_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9186_STAMPING: X 183 1997
 AE9186_MARK LOGO: NGS   
 AE9186_PROJECTION: FLUSH
 AE9186_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9186+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 AE9186_ROD/PIPE-DEPTH: 6.10 meters
 AE9186_SLEEVE-DEPTH  : 0.90 meters
 AE9186
 AE9186  HISTORY     - Date     Condition        Report By
 AE9186  HISTORY     - 1997     MONUMENTED       NGS
 AE9186  HISTORY     - 20010711 GOOD             NGS
 AE9186  HISTORY     - 20030205 GOOD             LOCSUR
 AE9186
 AE9186                          STATION DESCRIPTION
 AE9186
 AE9186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9186'1.2 KM (0.75 MI) NORTHWESTERLY ALONG NORTH DUBUQUE STREET FROM THE
 AE9186'POST OFFICE IN NORTH LIBERTY, 50.8 M (166.7 FT) EAST OF THE CENTERLINE
 AE9186'OF STATE HIGHWAY 965, 40.7 M (133.5 FT) SOUTHWEST OF THE STREET
 AE9186'CENTERLINE (NORTH DUBUQUE STREET), 15.8 M (51.8 FT) NORTHEAST
 AE9186'OF THE NORTHEAST END OF A SIGN
 AE9186'(WELCOME TO NORTH LIBERTY) , 14.9 M (48.9 FT) SOUTHWEST OF THE NEAR
 AE9186'RAIL OF A RAILROAD TRACK, 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST
 AE9186'AND FENCE CORNER, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AE9186'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE9186'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE9186
 AE9186                          STATION RECOVERY (2001)
 AE9186
 AE9186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 AE9186'THE STATION IS LOCATED AT THE NORTH EDGE OF NORTH LIBERTY NEAR A
 AE9186'FENCE CORNER AT THE SOUTHEAST CORNER OF A LARGE TRIANGULAR
 AE9186'SHAPED GRASS AREA WHICH IS FORMED BY THE INTERSECTION OF NORTH
 AE9186'DUBUGUE STREET WITH STATE HIGHWAY 965 AND IN WHICH A LARGE
 AE9186'WELCOME TO NORTH LIBERTY SIGN IS LOCATED.
 AE9186'
 AE9186'TO REACH THE STATION FROM THE CENTER OF THE OVERPASS  BRIDGE AT
 AE9186'THE JUNCTION OF COUNTY ROAD F 28 AND INTERSTATE HIGHWAY 380 AT
 AE9186'EXIT 4. GO EAST ON COUNTY ROAD F 28 FOR 1.7 MILES TO THE JUNCTION OF
 AE9186'STATE HIGHWAY 965 IN NORTH LIBERTY.  LEFT AND GO NORTH ON STATE
 AE9186'HIGHWAY 965 FOR 0.4 MILES TO A RAILROAD CROSSIN AND THE STATION ON
 AE9186'THE RIGHT.
 AE9186'
 AE9186'THE STATION IS 166.7 FEET(50.8 METERS) EAST OF THE CENTERLINE OF
 AE9186'STATE HIGHWAY 965, 133.5 FEET(40.7 METERS) SOUTHWEST OF STREET
 AE9186'CENTERLINE, 51.8 FEET(15.8 METERS) NORTHEAST OF THE NORTHEAST END
 AE9186'OF THE SIGN(WELOME TO NORTH LIBERTY),48.9 FEET(14.9 METERS)
 AE9186'SOUTHWEST OF THE NEAR RAIL OF RAILROAD TRACK , 2.0 FEET(O.6 METERS)
 AE9186'NORTHWEST OF A WITNESS POST AND FENCE CORNER, 1.6 FEET(0.5
 AE9186'METERS) BELOW THE LEVEL OF THE HIGHWAY. NOTE---ACCESS TO THE
 AE9186'DATUM POINT IS THROUGH A FIVE INCH LOGO CAP.  THE SLEEVE DEPTH
 AE9186'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE9186'
 AE9186'
 AE9186'
 AE9186
 AE9186                          STATION RECOVERY (2003)
 AE9186
 AE9186'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2003 (MKS)
 AE9186'RECOVERED AS DESCRIBED.
 AE9186'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0163 ***********************************************************************
 OP0163  DESIGNATION -  X 19
 OP0163  PID         -  OP0163
 OP0163  STATE/COUNTY-  IA/DICKINSON
 OP0163  USGS QUAD   -  SUPERIOR (1972)
 OP0163
 OP0163                         *CURRENT SURVEY CONTROL
 OP0163  ___________________________________________________________________
 OP0163* NAD 83(1986)-  43 25 50.     (N)    094 59 11.     (W)     SCALED    
 OP0163* NAVD 88     -       461.799  (meters)    1515.09   (feet)  ADJUSTED  
 OP0163  ___________________________________________________________________
 OP0163  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 OP0163  DYNAMIC HT  -         461.670 (meters)    1514.66  (feet)  COMP
 OP0163  MODELED GRAV-     980,326.4   (mgal)                       NAVD 88
 OP0163
 OP0163  VERT ORDER  -  SECOND    CLASS 0
 OP0163
 OP0163.The horizontal coordinates were scaled from a topographic map and have
 OP0163.an estimated accuracy of +/- 6 seconds.
 OP0163
 OP0163.The orthometric height was determined by differential leveling
 OP0163.and adjusted by the National Geodetic Survey in June 1991..
 OP0163
 OP0163.The geoid height was determined by GEOID03.
 OP0163
 OP0163.The dynamic height is computed by dividing the NAVD 88
 OP0163.geopotential number by the normal gravity value computed on the
 OP0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0163.degrees latitude (g = 980.6199 gals.).
 OP0163
 OP0163.The modeled gravity was interpolated from observed gravity values.
 OP0163
 OP0163;                    North         East    Units  Estimated Accuracy
 OP0163;SPC IA N     - 1,215,510.    1,379,650.      MT  (+/- 180 meters Scaled)
 OP0163
 OP0163                          SUPERSEDED SURVEY CONTROL
 OP0163
 OP0163  NGVD 29 (??/??/92)  461.657  (m)         1514.62   (f) ADJ UNCH    2 0
 OP0163
 OP0163.Superseded values are not recommended for survey control.
 OP0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0163.See file dsdata.txt to determine how the superseded data were derived.
 OP0163
 OP0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ392105(NAD 83)
 OP0163_MARKER: DB = BENCH MARK DISK
 OP0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0163_STAMPING: X 19 1934
 OP0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0163+STABILITY: SURFACE MOTION
 OP0163
 OP0163  HISTORY     - Date     Condition        Report By
 OP0163  HISTORY     - 1934     MONUMENTED       CGS
 OP0163
 OP0163                          STATION DESCRIPTION
 OP0163
 OP0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0163'1.9 MI W FROM SUPERIOR.
 OP0163'1.9 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM
 OP0163'THE STATION AT SUPERIOR, DICKINSON COUNTY, 115 YARDS SOUTHEAST OF
 OP0163'MILEPOLE 215+30, 65.5 FEET NORTHWEST OF THE CENTER OF A FARM-ROAD
 OP0163'CROSSING, 45.2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND 1.5
 OP0163'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED X 19
 OP0163'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 OP0163'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0081 ***********************************************************************
 NL0081  DESIGNATION -  X 2
 NL0081  PID         -  NL0081
 NL0081  STATE/COUNTY-  IA/WEBSTER
 NL0081  USGS QUAD   -  LEHIGH (1965)
 NL0081
 NL0081                         *CURRENT SURVEY CONTROL
 NL0081  ___________________________________________________________________
 NL0081* NAD 83(1986)-  42 22 05.     (N)    094 06 58.     (W)     SCALED    
 NL0081* NAVD 88     -       342.935  (meters)    1125.11   (feet)  ADJUSTED  
 NL0081  ___________________________________________________________________
 NL0081  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 NL0081  DYNAMIC HT  -         342.844 (meters)    1124.81  (feet)  COMP
 NL0081  MODELED GRAV-     980,344.2   (mgal)                       NAVD 88
 NL0081
 NL0081  VERT ORDER  -  FIRST     CLASS II
 NL0081
 NL0081.The horizontal coordinates were scaled from a topographic map and have
 NL0081.an estimated accuracy of +/- 6 seconds.
 NL0081
 NL0081.The orthometric height was determined by differential leveling
 NL0081.and adjusted by the National Geodetic Survey in June 1991..
 NL0081
 NL0081.The geoid height was determined by GEOID03.
 NL0081
 NL0081.The dynamic height is computed by dividing the NAVD 88
 NL0081.geopotential number by the normal gravity value computed on the
 NL0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0081.degrees latitude (g = 980.6199 gals.).
 NL0081
 NL0081.The modeled gravity was interpolated from observed gravity values.
 NL0081
 NL0081;                    North         East    Units  Estimated Accuracy
 NL0081;SPC IA N     - 1,096,610.    1,449,250.      MT  (+/- 180 meters Scaled)
 NL0081
 NL0081                          SUPERSEDED SURVEY CONTROL
 NL0081
 NL0081  NGVD 29 (??/??/92)  342.912  (m)         1125.04   (f) ADJ UNCH    1 2
 NL0081
 NL0081.Superseded values are not recommended for survey control.
 NL0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0081.See file dsdata.txt to determine how the superseded data were derived.
 NL0081
 NL0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG081912(NAD 83)
 NL0081_MARKER: DB = BENCH MARK DISK
 NL0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0081_STAMPING: 1125.037 X 2 1930
 NL0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0081+STABILITY: SURFACE MOTION
 NL0081
 NL0081  HISTORY     - Date     Condition        Report By
 NL0081  HISTORY     - 1930     MONUMENTED       CGS
 NL0081  HISTORY     - 1934     GOOD             NGS
 NL0081
 NL0081                          STATION DESCRIPTION
 NL0081
 NL0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0081'4 MI SE FROM OTHO.
 NL0081'4.0 MILES SOUTHEAST ALONG THE ABANDONED MINNEAPOLIS AND ST.
 NL0081'LOUIS RAILROAD FROM OTHO, WEBSTER COUNTY, 1.5 MILES NORTHWEST
 NL0081'OF BURNSIDE 5 FEET SOUTH OF THE SOUTH FENCE LINE OF A HIGHWAY
 NL0081'FENCED 66 FEET WIDE, 40 FEET EAST OF THE CENTERLINE OF THE
 NL0081'TRACK, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED 1125.037
 NL0081'X 2 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0572 ***********************************************************************
 OP0572  DESIGNATION -  X 20
 OP0572  PID         -  OP0572
 OP0572  STATE/COUNTY-  IA/OSCEOLA
 OP0572  USGS QUAD   -  SIBLEY EAST (1972)
 OP0572
 OP0572                         *CURRENT SURVEY CONTROL
 OP0572  ___________________________________________________________________
 OP0572* NAD 83(1986)-  43 24 36.     (N)    095 40 07.     (W)     SCALED    
 OP0572* NAVD 88     -       493.662  (meters)    1619.62   (feet)  ADJUSTED  
 OP0572  ___________________________________________________________________
 OP0572  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 OP0572  DYNAMIC HT  -         493.533 (meters)    1619.20  (feet)  COMP
 OP0572  MODELED GRAV-     980,344.3   (mgal)                       NAVD 88
 OP0572
 OP0572  VERT ORDER  -  SECOND    CLASS 0
 OP0572
 OP0572.The horizontal coordinates were scaled from a topographic map and have
 OP0572.an estimated accuracy of +/- 6 seconds.
 OP0572
 OP0572.The orthometric height was determined by differential leveling
 OP0572.and adjusted by the National Geodetic Survey in June 1991..
 OP0572
 OP0572.The geoid height was determined by GEOID03.
 OP0572
 OP0572.The dynamic height is computed by dividing the NAVD 88
 OP0572.geopotential number by the normal gravity value computed on the
 OP0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0572.degrees latitude (g = 980.6199 gals.).
 OP0572
 OP0572.The modeled gravity was interpolated from observed gravity values.
 OP0572
 OP0572;                    North         East    Units  Estimated Accuracy
 OP0572;SPC IA N     - 1,214,420.    1,324,360.      MT  (+/- 180 meters Scaled)
 OP0572
 OP0572                          SUPERSEDED SURVEY CONTROL
 OP0572
 OP0572  NGVD 29 (??/??/92)  493.470  (m)         1618.99   (f) ADJ UNCH    2 0
 OP0572
 OP0572.Superseded values are not recommended for survey control.
 OP0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0572.See file dsdata.txt to determine how the superseded data were derived.
 OP0572
 OP0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ839098(NAD 83)
 OP0572_MARKER: DB = BENCH MARK DISK
 OP0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0572_STAMPING: X 20 1934
 OP0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0572+STABILITY: SURFACE MOTION
 OP0572
 OP0572  HISTORY     - Date     Condition        Report By
 OP0572  HISTORY     - 1934     MONUMENTED       CGS
 OP0572  HISTORY     - 1972     MARK NOT FOUND   USGS
 OP0572
 OP0572                          STATION DESCRIPTION
 OP0572
 OP0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0572'4.2 MI NE FROM SIBLEY.
 OP0572'4.2 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 OP0572'FROM THE STATION AT SIBLEY, OSCEOLA COUNTY, 150 YARDS SOUTHWEST OF
 OP0572'MILEPOST 253, 112 YARDS NORTHEAST OF MILEPOLE 253+10, 183.5 FEET
 OP0572'SOUTHWEST OF THE SOUTHWEST SIDE OF A 30-INCH CONCRETE CULVERT UNDER
 OP0572'THE TRACK, 44.8 MILES SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 OP0572'TRACK, AND 1.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE. A STANDARD
 OP0572'DISK, STAMPED X 20 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0572'PROJECTING 4 INCHES ABOVE GROUND.
 OP0572
 OP0572                          STATION RECOVERY (1972)
 OP0572
 OP0572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0503 ***********************************************************************
 OP0503  DESIGNATION -  X 21 RESET
 OP0503  PID         -  OP0503
 OP0503  STATE/COUNTY-  IA/CLAY
 OP0503  USGS QUAD   -  DICKENS (1966)
 OP0503
 OP0503                         *CURRENT SURVEY CONTROL
 OP0503  ___________________________________________________________________
 OP0503* NAD 83(1986)-  43 07 40.     (N)    095 04 25.     (W)     SCALED    
 OP0503* NAVD 88     -       395.90   (meters)    1298.9    (feet)  RESET     
 OP0503  ___________________________________________________________________
 OP0503  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 OP0503
 OP0503  VERT ORDER  -  THIRD
 OP0503
 OP0503.The horizontal coordinates were scaled from a topographic map and have
 OP0503.an estimated accuracy of +/- 6 seconds.
 OP0503
 OP0503.The orthometric height was computed from unverified reset data.
 OP0503
 OP0503.The geoid height was determined by GEOID03.
 OP0503
 OP0503;                    North         East    Units  Estimated Accuracy
 OP0503;SPC IA N     - 1,182,000.    1,371,960.      MT  (+/- 180 meters Scaled)
 OP0503
 OP0503                          SUPERSEDED SURVEY CONTROL
 OP0503
 OP0503.No superseded survey control is available for this station.
 OP0503
 OP0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH313770(NAD 83)
 OP0503_MARKER: DB = BENCH MARK DISK
 OP0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0503_STAMPING: X 21 RESET 1965
 OP0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0503+STABILITY: SURFACE MOTION
 OP0503
 OP0503  HISTORY     - Date     Condition        Report By
 OP0503  HISTORY     - 1965     MONUMENTED       CGS
 OP0503
 OP0503                          STATION DESCRIPTION
 OP0503
 OP0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 OP0503'4 MI SE FROM SPENCER.
 OP0503'ABOUT 4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OP0503'PACIFIC RAILROAD FROM THE STATION AT SPENCER, 70 FEET NORTH OF THE
 OP0503'CENTER OF U.S. HIGHWAY 18, 52 FEET EAST OF THE EAST RAIL OF RAILROAD
 OP0503'TRACK, 3 FEET WEST OF A POWERLINE POLE, 2 FEET NORTHWEST OF A METAL
 OP0503'WITNESS POST, AND IS A STANDARD DISK SET IN THE TOP OF A ROUND
 OP0503'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0247 ***********************************************************************
 NL0247  DESIGNATION -  X 22
 NL0247  PID         -  NL0247
 NL0247  STATE/COUNTY-  IA/POCAHONTAS
 NL0247  USGS QUAD   -  FONDA (1979)
 NL0247
 NL0247                         *CURRENT SURVEY CONTROL
 NL0247  ___________________________________________________________________
 NL0247* NAD 83(1986)-  42 34 48.     (N)    094 50 53.     (W)     SCALED    
 NL0247* NAVD 88     -       374.646  (meters)    1229.15   (feet)  ADJUSTED  
 NL0247  ___________________________________________________________________
 NL0247  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 NL0247  DYNAMIC HT  -         374.521 (meters)    1228.74  (feet)  COMP
 NL0247  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 NL0247
 NL0247  VERT ORDER  -  SECOND    CLASS 0
 NL0247
 NL0247.The horizontal coordinates were scaled from a topographic map and have
 NL0247.an estimated accuracy of +/- 6 seconds.
 NL0247
 NL0247.The orthometric height was determined by differential leveling
 NL0247.and adjusted by the National Geodetic Survey in June 1991..
 NL0247
 NL0247.The geoid height was determined by GEOID03.
 NL0247
 NL0247.The dynamic height is computed by dividing the NAVD 88
 NL0247.geopotential number by the normal gravity value computed on the
 NL0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0247.degrees latitude (g = 980.6199 gals.).
 NL0247
 NL0247.The modeled gravity was interpolated from observed gravity values.
 NL0247
 NL0247;                    North         East    Units  Estimated Accuracy
 NL0247;SPC IA N     - 1,120,850.    1,389,340.      MT  (+/- 180 meters Scaled)
 NL0247
 NL0247                          SUPERSEDED SURVEY CONTROL
 NL0247
 NL0247  NGVD 29 (??/??/92)  374.565  (m)         1228.89   (f) ADJ UNCH    2 0
 NL0247
 NL0247.Superseded values are not recommended for survey control.
 NL0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0247.See file dsdata.txt to determine how the superseded data were derived.
 NL0247
 NL0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH483158(NAD 83)
 NL0247_MARKER: DB = BENCH MARK DISK
 NL0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0247_STAMPING: X 22 1934
 NL0247_MARK LOGO: CGS   
 NL0247_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0247+STABILITY: SURFACE MOTION
 NL0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NL0247+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2002
 NL0247
 NL0247  HISTORY     - Date     Condition        Report By
 NL0247  HISTORY     - 1934     MONUMENTED       CGS
 NL0247  HISTORY     - 1934     GOOD             NGS
 NL0247  HISTORY     - 1982     GOOD             NGS
 NL0247  HISTORY     - 19950524 GOOD             IAHD
 NL0247  HISTORY     - 20020308 GOOD             JCLS
 NL0247  HISTORY     - 20020315 GOOD             JCLS
 NL0247
 NL0247                          STATION DESCRIPTION
 NL0247
 NL0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0247'AT FONDA.
 NL0247'AT FONDA, 114 YARDS SOUTH OF THE CHICAGO, MILWAUKEE, ST. PAUL
 NL0247'AND PACIFIC RAILROAD STATION, 110 FEET WEST OF THE CROSSING
 NL0247'OF THE ILLINOIS CENTRAL RAILROAD, 54.3 FEET SOUTHWEST OF THE
 NL0247'WEST CORNER OF A SWITCH HOUSE, AND 23.5 FEET SOUTHWEST OF THE
 NL0247'SOUTHWEST RAIL OF THE ILLINOIS CENTRAL RAILROAD.  A STANDARD
 NL0247'DISK, STAMPED X 22 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0247'PROJECTING 4 INCHES ABOVE GROUND.
 NL0247
 NL0247                          STATION RECOVERY (1982)
 NL0247
 NL0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NL0247'0.16 KM (0.1 MI) WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0247'CROSSING OF MAIN STREET, 7.16 M (23.5 FT) SOUTH OF THE SOUTH OF THE
 NL0247'MAIN TRACK, 0.30 M (1 FT) NORTH FROM A WINTESS POST.
 NL0247
 NL0247                          STATION RECOVERY (1995)
 NL0247
 NL0247'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1995
 NL0247'RECOVERED AS DESCRIBED.
 NL0247
 NL0247                          STATION RECOVERY (2002)
 NL0247
 NL0247'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 NL0247'DESCRIPTION IS ADEQUATE
 NL0247
 NL0247                          STATION RECOVERY (2002)
 NL0247
 NL0247'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 NL0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0476 ***********************************************************************
 NL0476  DESIGNATION -  X 24
 NL0476  PID         -  NL0476
 NL0476  STATE/COUNTY-  IA/CHEROKEE
 NL0476  USGS QUAD   -  MARCUS (1969)
 NL0476
 NL0476                         *CURRENT SURVEY CONTROL
 NL0476  ___________________________________________________________________
 NL0476* NAD 83(1996)-  42 49 22.83577(N)    095 46 47.47781(W)     ADJUSTED  
 NL0476* NAVD 88     -       431.813  (meters)    1416.71   (feet)  ADJUSTED  
 NL0476  ___________________________________________________________________
 NL0476  X           -    -471,874.102 (meters)                     COMP
 NL0476  Y           -  -4,661,816.354 (meters)                     COMP
 NL0476  Z           -   4,313,376.218 (meters)                     COMP
 NL0476  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 NL0476  ELLIP HEIGHT-         404.61  (meters)          (05/06/99) GPS OBS
 NL0476  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 NL0476  DYNAMIC HT  -         431.678 (meters)    1416.26  (feet)  COMP
 NL0476  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 NL0476
 NL0476  HORZ ORDER  -  THIRD
 NL0476  VERT ORDER  -  SECOND    CLASS 0
 NL0476  ELLP ORDER  -  FOURTH    CLASS I
 NL0476
 NL0476.The horizontal coordinates were established by GPS observations
 NL0476.and adjusted by the National Geodetic Survey in May 1999..
 NL0476
 NL0476.The orthometric height was determined by differential leveling
 NL0476.and adjusted by the National Geodetic Survey in June 1991..
 NL0476
 NL0476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NL0476
 NL0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0476
 NL0476.The ellipsoidal height was determined by GPS observations
 NL0476.and is referenced to NAD 83.
 NL0476
 NL0476.The geoid height was determined by GEOID03.
 NL0476
 NL0476.The dynamic height is computed by dividing the NAVD 88
 NL0476.geopotential number by the normal gravity value computed on the
 NL0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0476.degrees latitude (g = 980.6199 gals.).
 NL0476
 NL0476.The modeled gravity was interpolated from observed gravity values.
 NL0476
 NL0476;                    North         East     Units Scale Factor Converg.
 NL0476;SPC IA N     - 1,149,469.721 1,313,597.829   MT  0.99994903   -1 32 42.6
 NL0476;UTM  15      - 4,744,909.245   272,762.438   MT  1.00023531   -1 53 25.3
 NL0476
 NL0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0476!SPC IA N     -   0.99993655  x   0.99994903  =   0.99988558
 NL0476!UTM  15      -   0.99993655  x   1.00023531  =   1.00017185
 NL0476
 NL0476                          SUPERSEDED SURVEY CONTROL
 NL0476
 NL0476  NAD 83(1996)-  42 49 22.83590(N)    095 46 47.47777(W) AD(       ) 3
 NL0476  NAD 83(1996)-  42 49 22.83510(N)    095 46 47.47486(W) AD(       ) 3
 NL0476  NAD 83(1986)-  42 49 22.83594(N)    095 46 47.47429(W) AD(       ) 3
 NL0476  NGVD 29 (??/??/92)  431.629  (m)         1416.10   (f) ADJ UNCH    2 0
 NL0476
 NL0476.Superseded values are not recommended for survey control.
 NL0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0476.See file dsdata.txt to determine how the superseded data were derived.
 NL0476
 NL0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH7276244909(NAD 83)
 NL0476_MARKER: DB = BENCH MARK DISK
 NL0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0476_SP_SET: CONCRETE POST
 NL0476_STAMPING: X 24 1934
 NL0476_MARK LOGO: CGS   
 NL0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 NL0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0476+STABILITY: SURFACE MOTION
 NL0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NL0476+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1989
 NL0476
 NL0476  HISTORY     - Date     Condition        Report By
 NL0476  HISTORY     - 1934     MONUMENTED       CGS
 NL0476  HISTORY     - 19890619 GOOD             NGS
 NL0476  HISTORY     - 20000404 GOOD             AERSVC
 NL0476
 NL0476                          STATION DESCRIPTION
 NL0476
 NL0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0476'1 MI E FROM MARCUS.
 NL0476'1 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0476'STATION AT MARCUS, CHEROKEE COUNTY, AT A SECTION-LINE ROAD
 NL0476'CROSSING, 75 FEET WEST OF THE CENTERLINE OF THE ROAD, 8.5 FEET
 NL0476'SOUTH OF THE FIRST POLE WEST OF THE CROSSING, 44.7 FEET SOUTH
 NL0476'OF THE SOUTH RAIL, AND 1.5 FEET NORTH OF THE RIGHT-OF-WAY
 NL0476'FENCE.  A STANDARD DISK, STAMPED X 24 1934 AND SET IN THE TOP
 NL0476'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NL0476
 NL0476                          STATION RECOVERY (1989)
 NL0476
 NL0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NL0476'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) EAST OF MARCUS AT THE
 NL0476'JUNCTION OF A GRAVEL ROAD AND THE RAILROAD TRACKS, ON THE NORTH SIDE
 NL0476'OF A BARBED WIRE FENCE.  OWNERSHIP--ILLINOIS CENTRAL RAILROAD,
 NL0476'CHEROKEE, IA 51012.  FOR PHONE NUMBER DIAL ZENITH 1040 AND OPERATOR
 NL0476'WILL GIVE YOU NUMBER.
 NL0476'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND COUNTY
 NL0476'ROAD L 36, ABOUT 1.6 KM (1.00 MI) SOUTH OF MARCUS, GO EAST ON STATE
 NL0476'HIGHWAY 3 FOR TO THE INTERSECTION OF A GRAVEL ROAD.  TURN LEFT, NORTH,
 NL0476'FOR 1.6 KM (1.00 MI) TO A RAILROAD CROSSING AND THE MARK ON THE LEFT.
 NL0476'STATION IS A STANDARD CGS BENCHMARK DISK PROJECTING 3-INCHES.  LOCATED
 NL0476'22.2 M (72.8 FT) WEST OF THE CENTER OF THE ROAD, 13.6 M (44.6 FT)
 NL0476'SOUTH OF THE SOUTH RAIL OF THE TRACKS, 2.6 M (8.5 FT) SOUTH OF A
 NL0476'UTILITY POLE, 0.3 M (1.0 FT) NORTH A BARBED WIRE FENCE AND 0.2 M
 NL0476'(0.7 FT) EAST OF A FIBERGLASS WITNESS POST.
 NL0476'DESCRIBED BY M. L. MCCREADY.
 NL0476
 NL0476                          STATION RECOVERY (2000)
 NL0476
 NL0476'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0476'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0510 ***********************************************************************
 NL0510  DESIGNATION -  X 25
 NL0510  PID         -  NL0510
 NL0510  STATE/COUNTY-  IA/CHEROKEE
 NL0510  USGS QUAD   -  CHEROKEE SOUTH (1969)
 NL0510
 NL0510                         *CURRENT SURVEY CONTROL
 NL0510  ___________________________________________________________________
 NL0510* NAD 83(1986)-  42 42 02.     (N)    095 33 28.     (W)     SCALED    
 NL0510* NAVD 88     -       355.117  (meters)    1165.08   (feet)  ADJUSTED  
 NL0510  ___________________________________________________________________
 NL0510  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 NL0510  DYNAMIC HT  -         355.004 (meters)    1164.71  (feet)  COMP
 NL0510  MODELED GRAV-     980,293.1   (mgal)                       NAVD 88
 NL0510
 NL0510  VERT ORDER  -  SECOND    CLASS 0
 NL0510
 NL0510.The horizontal coordinates were scaled from a topographic map and have
 NL0510.an estimated accuracy of +/- 6 seconds.
 NL0510
 NL0510.The orthometric height was determined by differential leveling
 NL0510.and adjusted by the National Geodetic Survey in June 1991..
 NL0510
 NL0510.The geoid height was determined by GEOID03.
 NL0510
 NL0510.The dynamic height is computed by dividing the NAVD 88
 NL0510.geopotential number by the normal gravity value computed on the
 NL0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0510.degrees latitude (g = 980.6199 gals.).
 NL0510
 NL0510.The modeled gravity was interpolated from observed gravity values.
 NL0510
 NL0510;                    North         East    Units  Estimated Accuracy
 NL0510;SPC IA N     - 1,135,410.    1,331,420.      MT  (+/- 180 meters Scaled)
 NL0510
 NL0510                          SUPERSEDED SURVEY CONTROL
 NL0510
 NL0510  NGVD 29 (??/??/92)  354.959  (m)         1164.56   (f) ADJ UNCH    2 0
 NL0510
 NL0510.Superseded values are not recommended for survey control.
 NL0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0510.See file dsdata.txt to determine how the superseded data were derived.
 NL0510
 NL0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH905307(NAD 83)
 NL0510_MARKER: DB = BENCH MARK DISK
 NL0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0510_STAMPING: X 25 1934
 NL0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0510+STABILITY: SURFACE MOTION
 NL0510
 NL0510  HISTORY     - Date     Condition        Report By
 NL0510  HISTORY     - 1934     MONUMENTED       CGS
 NL0510
 NL0510                          STATION DESCRIPTION
 NL0510
 NL0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0510'3.6 MI S FROM CHEROKEE.
 NL0510'3.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0510'STATION AT CHEROKEE, CHEROKEE COUNTY, AT A ROAD CROSSING, 40 FEET
 NL0510'NORTH OF THE CENTERLINE OF THE ROAD, 36.4 FEET NORTH OF A
 NL0510'GATEPOST, 35.9 FEET WEST OF THE WEST RAIL, 2.7 FEET SOUTH OF A
 NL0510'POLE, AND 12.1 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED
 NL0510'X 25 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 NL0510'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0206 ***********************************************************************
 NL0206  DESIGNATION -  X 26
 NL0206  PID         -  NL0206
 NL0206  STATE/COUNTY-  IA/BUENA VISTA
 NL0206  USGS QUAD   -  ALBERT CITY (1971)
 NL0206
 NL0206                         *CURRENT SURVEY CONTROL
 NL0206  ___________________________________________________________________
 NL0206* NAD 83(1986)-  42 51 35.     (N)    094 57 08.     (W)     SCALED    
 NL0206* NAVD 88     -       417.547  (meters)    1369.90   (feet)  ADJUSTED  
 NL0206  ___________________________________________________________________
 NL0206  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 NL0206  DYNAMIC HT  -         417.410 (meters)    1369.45  (feet)  COMP
 NL0206  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 NL0206
 NL0206  VERT ORDER  -  SECOND    CLASS 0
 NL0206
 NL0206.The horizontal coordinates were scaled from a topographic map and have
 NL0206.an estimated accuracy of +/- 6 seconds.
 NL0206
 NL0206.The orthometric height was determined by differential leveling
 NL0206.and adjusted by the National Geodetic Survey in June 1991..
 NL0206
 NL0206.The geoid height was determined by GEOID03.
 NL0206
 NL0206.The dynamic height is computed by dividing the NAVD 88
 NL0206.geopotential number by the normal gravity value computed on the
 NL0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0206.degrees latitude (g = 980.6199 gals.).
 NL0206
 NL0206.The modeled gravity was interpolated from observed gravity values.
 NL0206
 NL0206;                    North         East    Units  Estimated Accuracy
 NL0206;SPC IA N     - 1,152,050.    1,381,330.      MT  (+/- 180 meters Scaled)
 NL0206
 NL0206                          SUPERSEDED SURVEY CONTROL
 NL0206
 NL0206  NGVD 29 (??/??/92)  417.441  (m)         1369.55   (f) ADJ UNCH    2 0
 NL0206
 NL0206.Superseded values are not recommended for survey control.
 NL0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0206.See file dsdata.txt to determine how the superseded data were derived.
 NL0206
 NL0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH405470(NAD 83)
 NL0206_MARKER: DB = BENCH MARK DISK
 NL0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0206_STAMPING: X 26 1934
 NL0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0206+STABILITY: SURFACE MOTION
 NL0206
 NL0206  HISTORY     - Date     Condition        Report By
 NL0206  HISTORY     - 1934     MONUMENTED       CGS
 NL0206  HISTORY     - 1968     MARK NOT FOUND   NGS
 NL0206
 NL0206                          STATION DESCRIPTION
 NL0206
 NL0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0206'1.3 MI E FROM MARATHON.
 NL0206'1.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0206'THE STATION AT MARATHON, 1.2 MILES EAST OF THE CROSSING OF THE
 NL0206'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 90 YARDS
 NL0206'EAST OF THE CROSSING OF A NORTH-AND-SOUTH SECTION ROAD, 45.7
 NL0206'FEET SOUTH OF THE SOUTH RAIL AND 1.5 FEET NORTH OF THE
 NL0206'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED X 26 1934 AND
 NL0206'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 NL0206'GROUND.
 NL0206
 NL0206                          STATION RECOVERY (1968)
 NL0206
 NL0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NL0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0183 ***********************************************************************
 NK0183  DESIGNATION -  X 28
 NK0183  PID         -  NK0183
 NK0183  STATE/COUNTY-  IA/FRANKLIN
 NK0183  USGS QUAD   -  DOWS EAST (1979)
 NK0183
 NK0183                         *CURRENT SURVEY CONTROL
 NK0183  ___________________________________________________________________
 NK0183* NAD 83(1986)-  42 44 18.     (N)    093 22 42.     (W)     SCALED    
 NK0183* NAVD 88     -       375.260  (meters)    1231.17   (feet)  ADJUSTED  
 NK0183  ___________________________________________________________________
 NK0183  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 NK0183  DYNAMIC HT  -         375.178 (meters)    1230.90  (feet)  COMP
 NK0183  MODELED GRAV-     980,388.8   (mgal)                       NAVD 88
 NK0183
 NK0183  VERT ORDER  -  SECOND    CLASS 0
 NK0183
 NK0183.The horizontal coordinates were scaled from a topographic map and have
 NK0183.an estimated accuracy of +/- 6 seconds.
 NK0183
 NK0183.The orthometric height was determined by differential leveling
 NK0183.and adjusted by the National Geodetic Survey in June 1991..
 NK0183
 NK0183.The geoid height was determined by GEOID03.
 NK0183
 NK0183.The dynamic height is computed by dividing the NAVD 88
 NK0183.geopotential number by the normal gravity value computed on the
 NK0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0183.degrees latitude (g = 980.6199 gals.).
 NK0183
 NK0183.The modeled gravity was interpolated from observed gravity values.
 NK0183
 NK0183;                    North         East    Units  Estimated Accuracy
 NK0183;SPC IA N     - 1,137,560.    1,509,960.      MT  (+/- 180 meters Scaled)
 NK0183
 NK0183                          SUPERSEDED SURVEY CONTROL
 NK0183
 NK0183  NGVD 29 (??/??/92)  375.264  (m)         1231.18   (f) ADJ UNCH    2 0
 NK0183
 NK0183.Superseded values are not recommended for survey control.
 NK0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0183.See file dsdata.txt to determine how the superseded data were derived.
 NK0183
 NK0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH690318(NAD 83)
 NK0183_MARKER: DB = BENCH MARK DISK
 NK0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0183_STAMPING: X 28 1934
 NK0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0183+STABILITY: SURFACE MOTION
 NK0183
 NK0183  HISTORY     - Date     Condition        Report By
 NK0183  HISTORY     - 1934     MONUMENTED       CGS
 NK0183
 NK0183                          STATION DESCRIPTION
 NK0183
 NK0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0183'0.4 MI W FROM COULTER.
 NK0183'0.4 MILE WEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0183'THE STATION AT COULTER, 160 YARDS WEST OF MILEPOST 326, 125
 NK0183'FEET NORTHEAST OF THE WEST END OF A PASSING TRACK, 24.5 FEET EAST
 NK0183'OF THE CENTER OF A FARM GATE, 56.5 FEET NORTH OF THE NORTH RAIL,
 NK0183'AND 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 NK0183'STAMPED X 28 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NK0183'ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0160 ***********************************************************************
 NK0160  DESIGNATION -  X 29
 NK0160  PID         -  NK0160
 NK0160  STATE/COUNTY-  IA/BUTLER
 NK0160  USGS QUAD   -  PLAINFIELD (1971)
 NK0160
 NK0160                         *CURRENT SURVEY CONTROL
 NK0160  ___________________________________________________________________
 NK0160* NAD 83(1986)-  42 46 10.     (N)    092 36 53.     (W)     SCALED    
 NK0160* NAVD 88     -       282.977  (meters)     928.40   (feet)  ADJUSTED  
 NK0160  ___________________________________________________________________
 NK0160  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 NK0160  DYNAMIC HT  -         282.881 (meters)     928.09  (feet)  COMP
 NK0160  MODELED GRAV-     980,276.5   (mgal)                       NAVD 88
 NK0160
 NK0160  VERT ORDER  -  SECOND    CLASS 0
 NK0160
 NK0160.The horizontal coordinates were scaled from a topographic map and have
 NK0160.an estimated accuracy of +/- 6 seconds.
 NK0160
 NK0160.The orthometric height was determined by differential leveling
 NK0160.and adjusted by the National Geodetic Survey in June 1991..
 NK0160
 NK0160.The geoid height was determined by GEOID03.
 NK0160
 NK0160.The dynamic height is computed by dividing the NAVD 88
 NK0160.geopotential number by the normal gravity value computed on the
 NK0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0160.degrees latitude (g = 980.6199 gals.).
 NK0160
 NK0160.The modeled gravity was interpolated from observed gravity values.
 NK0160
 NK0160;                    North         East    Units  Estimated Accuracy
 NK0160;SPC IA N     - 1,141,390.    1,572,450.      MT  (+/- 180 meters Scaled)
 NK0160
 NK0160                          SUPERSEDED SURVEY CONTROL
 NK0160
 NK0160  NGVD 29 (??/??/92)  282.970  (m)          928.38   (f) ADJ UNCH    2 0
 NK0160
 NK0160.Superseded values are not recommended for survey control.
 NK0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0160.See file dsdata.txt to determine how the superseded data were derived.
 NK0160
 NK0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH315352(NAD 83)
 NK0160_MARKER: DB = BENCH MARK DISK
 NK0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0160_STAMPING: X 29 1934
 NK0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0160+STABILITY: SURFACE MOTION
 NK0160
 NK0160  HISTORY     - Date     Condition        Report By
 NK0160  HISTORY     - 1934     MONUMENTED       CGS
 NK0160
 NK0160                          STATION DESCRIPTION
 NK0160
 NK0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0160'2.9 MI SE FROM CLARKSVILLE.
 NK0160'2.9 MILES SOUTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NK0160'FROM THE STATION AT CLARKSVILLE, BUTLER COUNTY, SOUTHWEST OF
 NK0160'THE SECOND POLE NORTHWEST OF MILEPOLE 285+15, 105 YARDS NORTHWEST
 NK0160'OF THE CENTER OF A NORTH-AND-SOUTH ROAD CROSSING, 45.3 FEET
 NK0160'SOUTHWEST OF THE SOUTHWEST RAIL AND 1.4 FEET NORTHEAST OF THE
 NK0160'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED X 29 1934 AND
 NK0160'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NK0160'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0074 ***********************************************************************
 MJ0074  FBN         -  This is a Federal Base Network Control Station.
 MJ0074  DESIGNATION -  X 3
 MJ0074  PID         -  MJ0074
 MJ0074  STATE/COUNTY-  IA/DALLAS
 MJ0074  USGS QUAD   -  PERRY (1982)
 MJ0074
 MJ0074                         *CURRENT SURVEY CONTROL
 MJ0074  ___________________________________________________________________
 MJ0074* NAD 83(1996)-  41 46 37.16479(N)    094 02 54.25461(W)     ADJUSTED  
 MJ0074* NAVD 88     -       312.835  (meters)    1026.36   (feet)  ADJUSTED  
 MJ0074  ___________________________________________________________________
 MJ0074  X           -    -336,316.864 (meters)                     COMP
 MJ0074  Y           -  -4,751,862.192 (meters)                     COMP
 MJ0074  Z           -   4,227,352.867 (meters)                     COMP
 MJ0074  LAPLACE CORR-         -11.07  (seconds)                    DEFLEC99
 MJ0074  ELLIP HEIGHT-         283.53  (meters)          (07/28/03) GPS OBS
 MJ0074  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 MJ0074  DYNAMIC HT  -         312.711 (meters)    1025.95  (feet)  COMP
 MJ0074  MODELED GRAV-     980,217.2   (mgal)                       NAVD 88
 MJ0074
 MJ0074  HORZ ORDER  -  B
 MJ0074  VERT ORDER  -  FIRST     CLASS II
 MJ0074  ELLP ORDER  -  FOURTH    CLASS I
 MJ0074
 MJ0074.The horizontal coordinates were established by GPS observations
 MJ0074.and adjusted by the National Geodetic Survey in August 1997..
 MJ0074
 MJ0074.The orthometric height was determined by differential leveling
 MJ0074.and adjusted by the National Geodetic Survey in June 1991..
 MJ0074
 MJ0074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ0074
 MJ0074.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0074
 MJ0074.The ellipsoidal height was determined by GPS observations
 MJ0074.and is referenced to NAD 83.
 MJ0074
 MJ0074.The geoid height was determined by GEOID03.
 MJ0074
 MJ0074.The dynamic height is computed by dividing the NAVD 88
 MJ0074.geopotential number by the normal gravity value computed on the
 MJ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0074.degrees latitude (g = 980.6199 gals.).
 MJ0074
 MJ0074.The modeled gravity was interpolated from observed gravity values.
 MJ0074
 MJ0074;                    North         East     Units Scale Factor Converg.
 MJ0074;SPC IA S     -   197,482.201   454,406.362   MT  0.99999888   -0 21 40.4
 MJ0074;UTM  15      - 4,625,547.307   412,870.613   MT  0.99969342   -0 41 54.7
 MJ0074
 MJ0074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0074!SPC IA S     -   0.99995553  x   0.99999888  =   0.99995441
 MJ0074!UTM  15      -   0.99995553  x   0.99969342  =   0.99964897
 MJ0074
 MJ0074                          SUPERSEDED SURVEY CONTROL
 MJ0074
 MJ0074  ELLIP H (08/25/97)  283.55   (m)                       GP(       ) 4 1
 MJ0074  NAVD 88 (08/25/97)  312.83   (m)         1026.3    (f) LEVELING    3  
 MJ0074  NGVD 29 (??/??/92)  312.788  (m)         1026.21   (f) ADJ UNCH    1 2
 MJ0074
 MJ0074.Superseded values are not recommended for survey control.
 MJ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0074.See file dsdata.txt to determine how the superseded data were derived.
 MJ0074
 MJ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG1287125547(NAD 83)
 MJ0074_MARKER: DB = BENCH MARK DISK
 MJ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0074_STAMPING: 1026.205 X 3 1930
 MJ0074_MARK LOGO: CGS   
 MJ0074_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0074+STABILITY: SURFACE MOTION
 MJ0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0074+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 MJ0074
 MJ0074  HISTORY     - Date     Condition        Report By
 MJ0074  HISTORY     - 1930     MONUMENTED       CGS
 MJ0074  HISTORY     - 1934     GOOD             NGS
 MJ0074  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0074  HISTORY     - 19960129 GOOD             IADT
 MJ0074  HISTORY     - 20010622 GOOD             NGS
 MJ0074  HISTORY     - 20021031 GOOD             JCLS
 MJ0074  HISTORY     - 20030205 GOOD             LOCSUR
 MJ0074
 MJ0074                          STATION DESCRIPTION
 MJ0074
 MJ0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MJ0074'1.8 MI NW FROM MINBURN.
 MJ0074'ABOUT 1-3/4 MILES NORTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS
 MJ0074'RAILROAD FROM MINBURN, DALLAS COUNTY, 0.1 MILE SOUTHEAST OF
 MJ0074'MILEPOST 281, 8 FEET NORTH OF THE NORTH FENCE LINE OF AN
 MJ0074'EAST-AND-WEST ROAD FENCED 50 FEET WIDE, AND 49 FEET NORTHEAST
 MJ0074'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 MJ0074'1026.205 X 3 1930 AND SET IN THE TOP OF A CONCRETE POST.
 MJ0074
 MJ0074                          STATION RECOVERY (1980)
 MJ0074
 MJ0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0074'THE ROAD HAS BEEN REBUILT IN THIS AREA.
 MJ0074
 MJ0074                          STATION RECOVERY (1996)
 MJ0074
 MJ0074'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996
 MJ0074'RECOVERED IN GOOD CONDITION IN 1996 BY IOWA DEPARTMENT OF
 MJ0074'TRANSPORTATION.  TO REACH THE STATION FROM THE NORTH EDGE OF MINBURN
 MJ0074'ON U.S.  HIGHWAY 169, GO NORTH 1.0 MI (1.6 KM) TO A CROSSROAD (180TH
 MJ0074'ST.) .  TURN LEFT AND GO WEST 1.05 MI (1.69 KM) TO A RAILROAD CROSSING
 MJ0074'AND THE STATION ON THE RIGHT.  THE STATION IS 33 FT (10.1 M) NORTH OF
 MJ0074'THE CENTERLINE OF THE COUNTY ROAD (180TH ST.) , WHICH IS NOW FENCED 66
 MJ0074'FT (20.1 M) WIDE, AND 4.4 M (14.4 FT) FROM THE SOUTHWEST CORNER OF AN
 MJ0074'ELECTRIC TRANSFORMER BOX.  LOCATED NEAR THE SOUTHEAST CORNER OF
 MJ0074'SECTION 36, T 81 N, R 28 W, AND IS NORTHEAST OF THE INTERSECTION OF
 MJ0074'THE RAILROAD AND 180TH STREET, AND WEST OF A COUNTY ROAD (M AVE.)
 MJ0074'NORTH.
 MJ0074
 MJ0074                          STATION RECOVERY (2001)
 MJ0074
 MJ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 MJ0074'RECOVERED AS DESCRIBED.
 MJ0074' 
 MJ0074' 
 MJ0074'
 MJ0074
 MJ0074                          STATION RECOVERY (2002)
 MJ0074
 MJ0074'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 MJ0074'RECOVERED IN GOOD CONDITION.
 MJ0074
 MJ0074                          STATION RECOVERY (2003)
 MJ0074
 MJ0074'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2003 (CJW)
 MJ0074'RECOVERED AS DESCRIBED.
 MJ0074'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0336 ***********************************************************************
 NK0336  DESIGNATION -  X 30
 NK0336  PID         -  NK0336
 NK0336  STATE/COUNTY-  IA/HARDIN
 NK0336  USGS QUAD   -  STEAMBOAT ROCK (1979)
 NK0336
 NK0336                         *CURRENT SURVEY CONTROL
 NK0336  ___________________________________________________________________
 NK0336* NAD 83(1986)-  42 28 15.     (N)    093 02 35.     (W)     SCALED    
 NK0336* NAVD 88     -       324.773  (meters)    1065.53   (feet)  ADJUSTED  
 NK0336  ___________________________________________________________________
 NK0336  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 NK0336  DYNAMIC HT  -         324.644 (meters)    1065.10  (feet)  COMP
 NK0336  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 NK0336
 NK0336  VERT ORDER  -  SECOND    CLASS 0
 NK0336
 NK0336.The horizontal coordinates were scaled from a topographic map and have
 NK0336.an estimated accuracy of +/- 6 seconds.
 NK0336
 NK0336.The orthometric height was determined by differential leveling
 NK0336.and adjusted by the National Geodetic Survey in June 1991..
 NK0336
 NK0336.The geoid height was determined by GEOID03.
 NK0336
 NK0336.The dynamic height is computed by dividing the NAVD 88
 NK0336.geopotential number by the normal gravity value computed on the
 NK0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0336.degrees latitude (g = 980.6199 gals.).
 NK0336
 NK0336.The modeled gravity was interpolated from observed gravity values.
 NK0336
 NK0336;                    North         East    Units  Estimated Accuracy
 NK0336;SPC IA N     - 1,107,940.    1,537,580.      MT  (+/- 180 meters Scaled)
 NK0336
 NK0336                          SUPERSEDED SURVEY CONTROL
 NK0336
 NK0336  NGVD 29 (??/??/92)  324.744  (m)         1065.43   (f) ADJ UNCH    2 0
 NK0336
 NK0336.Superseded values are not recommended for survey control.
 NK0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0336.See file dsdata.txt to determine how the superseded data were derived.
 NK0336
 NK0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH964020(NAD 83)
 NK0336_MARKER: DB = BENCH MARK DISK
 NK0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0336_STAMPING: X 30 1934
 NK0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0336+STABILITY: SURFACE MOTION
 NK0336
 NK0336  HISTORY     - Date     Condition        Report By
 NK0336  HISTORY     - 1934     MONUMENTED       CGS
 NK0336  HISTORY     - 1942     GOOD             NGS
 NK0336  HISTORY     - 1974     GOOD             USGS
 NK0336
 NK0336                          STATION DESCRIPTION
 NK0336
 NK0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NK0336'AT CLEVES.
 NK0336'AT CLEVES, HARDIN COUNTY, 0.2 MILES SE ALONG CHICAGO, ROCK ISLAND
 NK0336'AND PACIFIC RAILWAY FROM X-ING OF COUNTY ROAD S-56, 37 FT N AND
 NK0336'167 FT W OF E-W SECTION LINE ROAD XING, 44 FT SW OF SW RAIL
 NK0336'AND IN LINE WITH WEST ROW FENCE, A STD DISK SET IN TOP CONCRETE
 NK0336'POST PROJECTING 0.75 FT AND STAMPED X 30 1934.
 NK0336
 NK0336                          STATION RECOVERY (1974)
 NK0336
 NK0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0392 ***********************************************************************
 NK0392  DESIGNATION -  X 32
 NK0392  PID         -  NK0392
 NK0392  STATE/COUNTY-  IA/STORY
 NK0392  USGS QUAD   -  AMES EAST (1975)
 NK0392
 NK0392                         *CURRENT SURVEY CONTROL
 NK0392  ___________________________________________________________________
 NK0392* NAD 83(1986)-  42 01 31.     (N)    093 37 30.     (W)     SCALED    
 NK0392* NAVD 88     -       279.417  (meters)     916.72   (feet)  ADJUSTED  
 NK0392  ___________________________________________________________________
 NK0392  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 NK0392  DYNAMIC HT  -         279.321 (meters)     916.41  (feet)  COMP
 NK0392  MODELED GRAV-     980,271.5   (mgal)                       NAVD 88
 NK0392
 NK0392  VERT ORDER  -  FIRST     CLASS II
 NK0392
 NK0392.The horizontal coordinates were scaled from a topographic map and have
 NK0392.an estimated accuracy of +/- 6 seconds.
 NK0392
 NK0392.The orthometric height was determined by differential leveling
 NK0392.and adjusted by the National Geodetic Survey in June 1991..
 NK0392
 NK0392.The geoid height was determined by GEOID03.
 NK0392
 NK0392.The dynamic height is computed by dividing the NAVD 88
 NK0392.geopotential number by the normal gravity value computed on the
 NK0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0392.degrees latitude (g = 980.6199 gals.).
 NK0392
 NK0392.The modeled gravity was interpolated from observed gravity values.
 NK0392
 NK0392;                    North         East    Units  Estimated Accuracy
 NK0392;SPC IA N     - 1,058,350.    1,489,650.      MT  (+/- 180 meters Scaled)
 NK0392
 NK0392                          SUPERSEDED SURVEY CONTROL
 NK0392
 NK0392  NGVD 29 (??/??/92)  279.379  (m)          916.60   (f) ADJ UNCH    1 2
 NK0392
 NK0392.Superseded values are not recommended for survey control.
 NK0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0392.See file dsdata.txt to determine how the superseded data were derived.
 NK0392
 NK0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG482527(NAD 83)
 NK0392_MARKER: DB = BENCH MARK DISK
 NK0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0392_STAMPING: X 32 1934
 NK0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0392+STABILITY: SURFACE MOTION
 NK0392
 NK0392  HISTORY     - Date     Condition        Report By
 NK0392  HISTORY     - 1934     MONUMENTED       CGS
 NK0392  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0392
 NK0392                          STATION DESCRIPTION
 NK0392
 NK0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0392'0.3 MI W FROM AMES.
 NK0392'0.3 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0392'THE STATION AT AMES, 5 POLES WEST OF A TRACK SWITCH TOWER, 3
 NK0392'POLES EAST OF A SIGNAL TOWER, 41.6 FEET SOUTH OF THE SOUTH RAIL
 NK0392'OF THE SOUTH MAIN TRACK, AND 6.2 FEET NORTHEAST OF A POLE.  A
 NK0392'STANDARD DISK, STAMPED X 32 1934 AND SET IN THE TOP OF A CONCRETE
 NK0392'POST PROJECTING 5 INCHES ABOVE GROUND.
 NK0392
 NK0392                          STATION RECOVERY (1975)
 NK0392
 NK0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0272 ***********************************************************************
 NK0272  DESIGNATION -  X 33
 NK0272  PID         -  NK0272
 NK0272  STATE/COUNTY-  IA/STORY
 NK0272  USGS QUAD   -  NEVADA (1975)
 NK0272
 NK0272                         *CURRENT SURVEY CONTROL
 NK0272  ___________________________________________________________________
 NK0272* NAD 83(1986)-  42 00 54.     (N)    093 26 40.     (W)     SCALED    
 NK0272* NAVD 88     -       306.011  (meters)    1003.97   (feet)  ADJUSTED  
 NK0272  ___________________________________________________________________
 NK0272  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 NK0272  DYNAMIC HT  -         305.896 (meters)    1003.59  (feet)  COMP
 NK0272  MODELED GRAV-     980,236.0   (mgal)                       NAVD 88
 NK0272
 NK0272  VERT ORDER  -  SECOND    CLASS 0
 NK0272
 NK0272.The horizontal coordinates were scaled from a topographic map and have
 NK0272.an estimated accuracy of +/- 6 seconds.
 NK0272
 NK0272.The orthometric height was determined by differential leveling
 NK0272.and adjusted by the National Geodetic Survey in June 1991..
 NK0272
 NK0272.The geoid height was determined by GEOID03.
 NK0272
 NK0272.The dynamic height is computed by dividing the NAVD 88
 NK0272.geopotential number by the normal gravity value computed on the
 NK0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0272.degrees latitude (g = 980.6199 gals.).
 NK0272
 NK0272.The modeled gravity was interpolated from observed gravity values.
 NK0272
 NK0272;                    North         East    Units  Estimated Accuracy
 NK0272;SPC IA N     - 1,057,210.    1,504,600.      MT  (+/- 180 meters Scaled)
 NK0272
 NK0272                          SUPERSEDED SURVEY CONTROL
 NK0272
 NK0272  NGVD 29 (??/??/92)  305.970  (m)         1003.84   (f) ADJ UNCH    2 0
 NK0272
 NK0272.Superseded values are not recommended for survey control.
 NK0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0272.See file dsdata.txt to determine how the superseded data were derived.
 NK0272
 NK0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG632515(NAD 83)
 NK0272_MARKER: DB = BENCH MARK DISK
 NK0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0272_STAMPING: X 33 1934
 NK0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0272+STABILITY: SURFACE MOTION
 NK0272
 NK0272  HISTORY     - Date     Condition        Report By
 NK0272  HISTORY     - 1934     MONUMENTED       CGS
 NK0272  HISTORY     - 1934     GOOD             NGS
 NK0272  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0272
 NK0272                          STATION DESCRIPTION
 NK0272
 NK0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0272'AT NEVADA.
 NK0272'AT NEVADA, STORY COUNTY, ON THE CHICAGO ROCK ISLAND AND PACIFIC
 NK0272'RAILWAY, 7 POLES EAST OF THE STATION, 84 FEET NORTHWEST OF THE
 NK0272'NORTHWEST CORNER OF THE SECTION MOTOR-CAR HOUSE, AT A ROAD
 NK0272'CROSSING, 46.4 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 NK0272'23 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 6.1 FEET SOUTHEAST
 NK0272'OF A FENCE CORNER.  A STANDARD DISK, STAMPED X 33 1934 AND SET
 NK0272'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 NK0272'GROUND.
 NK0272
 NK0272                          STATION RECOVERY (1975)
 NK0272
 NK0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0701 ***********************************************************************
 OO0701  DESIGNATION -  X 34
 OO0701  PID         -  OO0701
 OO0701  STATE/COUNTY-  IA/HANCOCK
 OO0701  USGS QUAD   -  FOREST CITY (1972)
 OO0701
 OO0701                         *CURRENT SURVEY CONTROL
 OO0701  ___________________________________________________________________
 OO0701* NAD 83(1986)-  43 15 01.     (N)    093 38 16.     (W)     SCALED    
 OO0701* NAVD 88     -       374.736  (meters)    1229.45   (feet)  ADJUSTED  
 OO0701  ___________________________________________________________________
 OO0701  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 OO0701  DYNAMIC HT  -         374.620 (meters)    1229.07  (feet)  COMP
 OO0701  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 OO0701
 OO0701  VERT ORDER  -  SECOND    CLASS 0
 OO0701
 OO0701.The horizontal coordinates were scaled from a topographic map and have
 OO0701.an estimated accuracy of +/- 6 seconds.
 OO0701
 OO0701.The orthometric height was determined by differential leveling
 OO0701.and adjusted by the National Geodetic Survey in June 1991..
 OO0701
 OO0701.The geoid height was determined by GEOID03.
 OO0701
 OO0701.The dynamic height is computed by dividing the NAVD 88
 OO0701.geopotential number by the normal gravity value computed on the
 OO0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0701.degrees latitude (g = 980.6199 gals.).
 OO0701
 OO0701.The modeled gravity was interpolated from observed gravity values.
 OO0701
 OO0701;                    North         East    Units  Estimated Accuracy
 OO0701;SPC IA N     - 1,194,430.    1,488,810.      MT  (+/- 180 meters Scaled)
 OO0701
 OO0701                          SUPERSEDED SURVEY CONTROL
 OO0701
 OO0701  NGVD 29 (??/??/92)  374.694  (m)         1229.31   (f) ADJ UNCH    2 0
 OO0701
 OO0701.Superseded values are not recommended for survey control.
 OO0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0701.See file dsdata.txt to determine how the superseded data were derived.
 OO0701
 OO0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH482888(NAD 83)
 OO0701_MARKER: DB = BENCH MARK DISK
 OO0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0701_STAMPING: X 34 1934
 OO0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0701+STABILITY: SURFACE MOTION
 OO0701
 OO0701  HISTORY     - Date     Condition        Report By
 OO0701  HISTORY     - 1934     MONUMENTED       CGS
 OO0701  HISTORY     - 1972     MARK NOT FOUND   USGS
 OO0701
 OO0701                          STATION DESCRIPTION
 OO0701
 OO0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0701'0.7 MI SW FROM FOREST CITY.
 OO0701'IN HANCOCK COUNTY, 0.7 MILE SOUTHWEST ALONG THE MINNEAPOLIS AND ST.
 OO0701'LOUIS RAILWAY FROM THE STATION AT FOREST CITY, WINNEBAGO COUNTY, 0.1
 OO0701'MILE NORTH OF THE OVERPASS OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 OO0701'RAILROAD, 75 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 15, 42
 OO0701'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 37 FEET SOUTHWEST OF A
 OO0701'POLE, AND 7 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OO0701'STAMPED X 34 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 OO0701'INCHES ABOVE GROUND.  NOTE-- THE MINNEAPOLIS AND ST. LOUIS RAILWAY HAS
 OO0701'BEEN MERGED WITH THE CHICAGO AND NORTHWESTERN RAILWAY ON NOVEMBER
 OO0701'1960.
 OO0701
 OO0701                          STATION RECOVERY (1972)
 OO0701
 OO0701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OO0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0221 ***********************************************************************
 OO0221  DESIGNATION -  X 36
 OO0221  PID         -  OO0221
 OO0221  STATE/COUNTY-  IA/CHICKASAW
 OO0221  USGS QUAD   -  IONIA (1972)
 OO0221
 OO0221                         *CURRENT SURVEY CONTROL
 OO0221  ___________________________________________________________________
 OO0221* NAD 83(1986)-  43 02 18.     (N)    092 22 38.     (W)     SCALED    
 OO0221* NAVD 88     -       325.899  (meters)    1069.22   (feet)  ADJUSTED  
 OO0221  ___________________________________________________________________
 OO0221  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 OO0221  DYNAMIC HT  -         325.804 (meters)    1068.91  (feet)  COMP
 OO0221  MODELED GRAV-     980,319.6   (mgal)                       NAVD 88
 OO0221
 OO0221  VERT ORDER  -  SECOND    CLASS 0
 OO0221
 OO0221.The horizontal coordinates were scaled from a topographic map and have
 OO0221.an estimated accuracy of +/- 6 seconds.
 OO0221
 OO0221.The orthometric height was determined by differential leveling
 OO0221.and adjusted by the National Geodetic Survey in June 1991..
 OO0221
 OO0221.The geoid height was determined by GEOID03.
 OO0221
 OO0221.The dynamic height is computed by dividing the NAVD 88
 OO0221.geopotential number by the normal gravity value computed on the
 OO0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0221.degrees latitude (g = 980.6199 gals.).
 OO0221
 OO0221.The modeled gravity was interpolated from observed gravity values.
 OO0221
 OO0221;                    North         East    Units  Estimated Accuracy
 OO0221;SPC IA N     - 1,171,480.    1,591,490.      MT  (+/- 180 meters Scaled)
 OO0221
 OO0221                          SUPERSEDED SURVEY CONTROL
 OO0221
 OO0221  NGVD 29 (??/??/92)  325.900  (m)         1069.22   (f) ADJ UNCH    2 0
 OO0221
 OO0221.Superseded values are not recommended for survey control.
 OO0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0221.See file dsdata.txt to determine how the superseded data were derived.
 OO0221
 OO0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH507652(NAD 83)
 OO0221_MARKER: DB = BENCH MARK DISK
 OO0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0221_STAMPING: X 36 1934
 OO0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0221+STABILITY: SURFACE MOTION
 OO0221
 OO0221  HISTORY     - Date     Condition        Report By
 OO0221  HISTORY     - 1934     MONUMENTED       CGS
 OO0221
 OO0221                          STATION DESCRIPTION
 OO0221
 OO0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0221'4 MI E FROM IONIA.
 OO0221'4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0221'RAILROAD FROM THE STATION AT IONIA, 4 POLES EAST OF MILEPOST 73, 45.3
 OO0221'FEET SOUTH OF THE SOUTH RAIL, AND 2.2 FEET NORTH OF THE RIGHT-OF-WAY
 OO0221'FENCE.  A STANDARD DISK, STAMPED X 36 1934 AND SET IN THE TOP OF A
 OO0221'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0493 ***********************************************************************
 ON0493  DESIGNATION -  X 37
 ON0493  PID         -  ON0493
 ON0493  STATE/COUNTY-  IA/WINNESHIEK
 ON0493  USGS QUAD   -  CASTALIA (1981)
 ON0493
 ON0493                         *CURRENT SURVEY CONTROL
 ON0493  ___________________________________________________________________
 ON0493* NAD 83(1986)-  43 06 08.     (N)    091 39 08.     (W)     SCALED    
 ON0493* NAVD 88     -       374.543  (meters)    1228.81   (feet)  ADJUSTED  
 ON0493  ___________________________________________________________________
 ON0493  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 ON0493  DYNAMIC HT  -         374.450 (meters)    1228.51  (feet)  COMP
 ON0493  MODELED GRAV-     980,361.5   (mgal)                       NAVD 88
 ON0493
 ON0493  VERT ORDER  -  SECOND    CLASS 0
 ON0493
 ON0493.The horizontal coordinates were scaled from a topographic map and have
 ON0493.an estimated accuracy of +/- 6 seconds.
 ON0493
 ON0493.The orthometric height was determined by differential leveling
 ON0493.and adjusted by the National Geodetic Survey in June 1991..
 ON0493
 ON0493.The geoid height was determined by GEOID03.
 ON0493
 ON0493.The dynamic height is computed by dividing the NAVD 88
 ON0493.geopotential number by the normal gravity value computed on the
 ON0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0493.degrees latitude (g = 980.6199 gals.).
 ON0493
 ON0493.The modeled gravity was interpolated from observed gravity values.
 ON0493
 ON0493;                    North         East    Units  Estimated Accuracy
 ON0493;SPC IA N     - 1,179,620.    1,650,400.      MT  (+/- 180 meters Scaled)
 ON0493
 ON0493                          SUPERSEDED SURVEY CONTROL
 ON0493
 ON0493  NGVD 29 (??/??/92)  374.575  (m)         1228.92   (f) ADJ UNCH    2 0
 ON0493
 ON0493.Superseded values are not recommended for survey control.
 ON0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0493.See file dsdata.txt to determine how the superseded data were derived.
 ON0493
 ON0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH096730(NAD 83)
 ON0493_MARKER: DB = BENCH MARK DISK
 ON0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0493_STAMPING: X 37 1934
 ON0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0493+STABILITY: SURFACE MOTION
 ON0493
 ON0493  HISTORY     - Date     Condition        Report By
 ON0493  HISTORY     - 1934     MONUMENTED       CGS
 ON0493  HISTORY     - 1971     MARK NOT FOUND   USGS
 ON0493
 ON0493                          STATION DESCRIPTION
 ON0493
 ON0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0493'1.3 MI E FROM CASTALIA.
 ON0493'1.3 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 ON0493'RAILROAD FROM THE STATION AT CASTALIA, WINNESHIEK COUNTY, 43.2
 ON0493'FEET NORTH OF THE NORTH RAIL, AND 5.1 FEET SOUTH OF THE RIGHT-OF-WAY
 ON0493'FENCE.  A STANDARD DISK, STAMPED X 37 1934 AND SET IN THE TOP
 ON0493'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 ON0493
 ON0493                          STATION RECOVERY (1971)
 ON0493
 ON0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 ON0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0259 ***********************************************************************
 OO0259  DESIGNATION -  X 39
 OO0259  PID         -  OO0259
 OO0259  STATE/COUNTY-  IA/FLOYD
 OO0259  USGS QUAD   -  CHARLES CITY (1971)
 OO0259
 OO0259                         *CURRENT SURVEY CONTROL
 OO0259  ___________________________________________________________________
 OO0259* NAD 83(1986)-  43 03 39.     (N)    092 38 41.     (W)     SCALED    
 OO0259* NAVD 88     -       323.903  (meters)    1062.67   (feet)  ADJUSTED  
 OO0259  ___________________________________________________________________
 OO0259  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 OO0259  DYNAMIC HT  -         323.802 (meters)    1062.34  (feet)  COMP
 OO0259  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 OO0259
 OO0259  VERT ORDER  -  SECOND    CLASS 0
 OO0259
 OO0259.The horizontal coordinates were scaled from a topographic map and have
 OO0259.an estimated accuracy of +/- 6 seconds.
 OO0259
 OO0259.The orthometric height was determined by differential leveling
 OO0259.and adjusted by the National Geodetic Survey in June 1991..
 OO0259
 OO0259.The geoid height was determined by GEOID03.
 OO0259
 OO0259.The dynamic height is computed by dividing the NAVD 88
 OO0259.geopotential number by the normal gravity value computed on the
 OO0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0259.degrees latitude (g = 980.6199 gals.).
 OO0259
 OO0259.The modeled gravity was interpolated from observed gravity values.
 OO0259
 OO0259;                    North         East    Units  Estimated Accuracy
 OO0259;SPC IA N     - 1,173,730.    1,569,670.      MT  (+/- 180 meters Scaled)
 OO0259
 OO0259                          SUPERSEDED SURVEY CONTROL
 OO0259
 OO0259  NGVD 29 (??/??/92)  323.888  (m)         1062.62   (f) ADJ UNCH    2 0
 OO0259
 OO0259.Superseded values are not recommended for survey control.
 OO0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0259.See file dsdata.txt to determine how the superseded data were derived.
 OO0259
 OO0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH289676(NAD 83)
 OO0259_MARKER: DB = BENCH MARK DISK
 OO0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0259_STAMPING: X 39 1934
 OO0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0259+STABILITY: SURFACE MOTION
 OO0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0259+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 OO0259
 OO0259  HISTORY     - Date     Condition        Report By
 OO0259  HISTORY     - 1934     MONUMENTED       CGS
 OO0259  HISTORY     - 1963     GOOD             NGS
 OO0259  HISTORY     - 20040327 MARK NOT FOUND   JCLS
 OO0259
 OO0259                          STATION DESCRIPTION
 OO0259
 OO0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0259'2 MI S FROM CHARLES CITY.
 OO0259'2 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT
 OO0259'CHARLES CITY, FLOYD COUNTY, NEAR MILEPOST CF 40, 41.4 FEET WEST OF THE
 OO0259'WEST RAIL, AND 3.8 FEET EAST OF THE RIGHT OF WAY FENCE.  A STANDARD
 OO0259'DISK, STAMPED X 39 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0259'PROJECTING 5 INCHES ABOVE GROUND.
 OO0259
 OO0259                          STATION RECOVERY (1963)
 OO0259
 OO0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OO0259'RECOVERED IN GOOD CONDITION.
 OO0259
 OO0259                          STATION RECOVERY (2004)
 OO0259
 OO0259'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OO0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0204 ***********************************************************************
 MH0204  DESIGNATION -  X 4
 MH0204  PID         -  MH0204
 MH0204  STATE/COUNTY-  IA/JASPER
 MH0204  USGS QUAD   -  RUNNELLS (1972)
 MH0204
 MH0204                         *CURRENT SURVEY CONTROL
 MH0204  ___________________________________________________________________
 MH0204* NAD 83(1986)-  41 36 57.     (N)    093 16 30.     (W)     SCALED    
 MH0204* NAVD 88     -       284.014  (meters)     931.80   (feet)  ADJUSTED  
 MH0204  ___________________________________________________________________
 MH0204  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 MH0204  DYNAMIC HT  -         283.894 (meters)     931.41  (feet)  COMP
 MH0204  MODELED GRAV-     980,194.0   (mgal)                       NAVD 88
 MH0204
 MH0204  VERT ORDER  -  FIRST     CLASS II
 MH0204
 MH0204.The horizontal coordinates were scaled from a topographic map and have
 MH0204.an estimated accuracy of +/- 6 seconds.
 MH0204
 MH0204.The orthometric height was determined by differential leveling
 MH0204.and adjusted by the National Geodetic Survey in June 1991..
 MH0204
 MH0204.The geoid height was determined by GEOID03.
 MH0204
 MH0204.The dynamic height is computed by dividing the NAVD 88
 MH0204.geopotential number by the normal gravity value computed on the
 MH0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0204.degrees latitude (g = 980.6199 gals.).
 MH0204
 MH0204.The modeled gravity was interpolated from observed gravity values.
 MH0204
 MH0204;                    North         East    Units  Estimated Accuracy
 MH0204;SPC IA S     -   179,460.      518,750.      MT  (+/- 180 meters Scaled)
 MH0204
 MH0204                          SUPERSEDED SURVEY CONTROL
 MH0204
 MH0204  NGVD 29 (??/??/92)  283.970  (m)          931.66   (f) ADJ UNCH    1 2
 MH0204
 MH0204.Superseded values are not recommended for survey control.
 MH0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0204.See file dsdata.txt to determine how the superseded data were derived.
 MH0204
 MH0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG770071(NAD 83)
 MH0204_MARKER: DB = BENCH MARK DISK
 MH0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0204_STAMPING: X 4 1930
 MH0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0204+STABILITY: SURFACE MOTION
 MH0204
 MH0204  HISTORY     - Date     Condition        Report By
 MH0204  HISTORY     - 1930     MONUMENTED       CGS
 MH0204  HISTORY     - 1934     GOOD             NGS
 MH0204
 MH0204                          STATION DESCRIPTION
 MH0204
 MH0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0204'2.5 MI NE FROM PRAIRIE CITY.
 MH0204'2.5 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0204'RAILWAY FROM PRAIRIE CITY, JASPER COUNTY, 200 FEET NORTHWEST
 MH0204'OF A ROAD CROSSING, 170 FEET NORTHWEST OF THE CROSSING OF A PIPE
 MH0204'LINE, AND 41 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK AND
 MH0204'72 FEET SOUTHEAST OF THE 2ND TELEGRAPH POLE NORTHWEST OF THE
 MH0204'GRADE CROSSING.  A STANDARD DISK, STAMPED X 4 1930 AND SET IN
 MH0204'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0302 ***********************************************************************
 OO0302  DESIGNATION -  X 40
 OO0302  PID         -  OO0302
 OO0302  STATE/COUNTY-  IA/MITCHELL
 OO0302  USGS QUAD   -  OSAGE (1972)
 OO0302
 OO0302                         *CURRENT SURVEY CONTROL
 OO0302  ___________________________________________________________________
 OO0302* NAD 83(1986)-  43 20 30.     (N)    092 46 02.     (W)     SCALED    
 OO0302* NAVD 88     -       361.803  (meters)    1187.02   (feet)  ADJUSTED  
 OO0302  ___________________________________________________________________
 OO0302  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 OO0302  DYNAMIC HT  -         361.703 (meters)    1186.69  (feet)  COMP
 OO0302  MODELED GRAV-     980,335.7   (mgal)                       NAVD 88
 OO0302
 OO0302  VERT ORDER  -  SECOND    CLASS 0
 OO0302
 OO0302.The horizontal coordinates were scaled from a topographic map and have
 OO0302.an estimated accuracy of +/- 6 seconds.
 OO0302
 OO0302.The orthometric height was determined by differential leveling
 OO0302.and adjusted by the National Geodetic Survey in June 1991..
 OO0302
 OO0302.The geoid height was determined by GEOID03.
 OO0302
 OO0302.The dynamic height is computed by dividing the NAVD 88
 OO0302.geopotential number by the normal gravity value computed on the
 OO0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0302.degrees latitude (g = 980.6199 gals.).
 OO0302
 OO0302.The modeled gravity was interpolated from observed gravity values.
 OO0302
 OO0302;                    North         East    Units  Estimated Accuracy
 OO0302;SPC IA N     - 1,204,830.    1,559,420.      MT  (+/- 180 meters Scaled)
 OO0302
 OO0302                          SUPERSEDED SURVEY CONTROL
 OO0302
 OO0302  NGVD 29 (??/??/92)  361.792  (m)         1186.98   (f) ADJ UNCH    2 0
 OO0302
 OO0302.Superseded values are not recommended for survey control.
 OO0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0302.See file dsdata.txt to determine how the superseded data were derived.
 OO0302
 OO0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH188987(NAD 83)
 OO0302_MARKER: DB = BENCH MARK DISK
 OO0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0302_STAMPING: X 40 1934
 OO0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0302+STABILITY: SURFACE MOTION
 OO0302
 OO0302  HISTORY     - Date     Condition        Report By
 OO0302  HISTORY     - 1934     MONUMENTED       CGS
 OO0302  HISTORY     - 1971     MARK NOT FOUND   USGS
 OO0302
 OO0302                          STATION DESCRIPTION
 OO0302
 OO0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0302'4.6 MI NE FROM OSAGE.
 OO0302'4.6 MILES NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0302'STATION AT OSAGE, MITCHELL COUNTY, 129 YARDS NORTHEAST OF MILEPOST
 OO0302'204, 120 FEET SOUTHWEST OF A SECTION LINE ROAD CROSSING, 60 FEET SOUTH
 OO0302'OF THE CENTERLINE OF THE ROAD, 45 FEET NORTHWEST OF THE NORTHWEST RAIL
 OO0302'OF THE MAIN TRACK, 36 FEET SOUTHWEST OF A FENCE CORNER, AND 1.5 FEET
 OO0302'SOUTHEAST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED X 40
 OO0302'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 OO0302'GROUND.  NOTE-- RAILROAD IS NOW ABANDONED AND LAND IS UNDER
 OO0302'CULTIVATION.
 OO0302
 OO0302                          STATION RECOVERY (1971)
 OO0302
 OO0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OO0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0477 ***********************************************************************
 ON0477  DESIGNATION -  X 42
 ON0477  PID         -  ON0477
 ON0477  STATE/COUNTY-  IA/WINNESHIEK
 ON0477  USGS QUAD   -  BURR OAK (1981)
 ON0477
 ON0477                         *CURRENT SURVEY CONTROL
 ON0477  ___________________________________________________________________
 ON0477* NAD 83(1986)-  43 29 14.     (N)    091 52 16.     (W)     SCALED    
 ON0477* NAVD 88     -       397.530  (meters)    1304.23   (feet)  ADJUSTED  
 ON0477  ___________________________________________________________________
 ON0477  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ON0477  DYNAMIC HT  -         397.442 (meters)    1303.94  (feet)  COMP
 ON0477  MODELED GRAV-     980,386.3   (mgal)                       NAVD 88
 ON0477
 ON0477  VERT ORDER  -  SECOND    CLASS 0
 ON0477
 ON0477.The horizontal coordinates were scaled from a topographic map and have
 ON0477.an estimated accuracy of +/- 6 seconds.
 ON0477
 ON0477.The orthometric height was determined by differential leveling
 ON0477.and adjusted by the National Geodetic Survey in June 1991..
 ON0477
 ON0477.The geoid height was determined by GEOID03.
 ON0477
 ON0477.The dynamic height is computed by dividing the NAVD 88
 ON0477.geopotential number by the normal gravity value computed on the
 ON0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0477.degrees latitude (g = 980.6199 gals.).
 ON0477
 ON0477.The modeled gravity was interpolated from observed gravity values.
 ON0477
 ON0477;                    North         East    Units  Estimated Accuracy
 ON0477;SPC IA N     - 1,222,020.    1,631,770.      MT  (+/- 180 meters Scaled)
 ON0477
 ON0477                          SUPERSEDED SURVEY CONTROL
 ON0477
 ON0477  NGVD 29 (??/??/92)  397.541  (m)         1304.27   (f) ADJ UNCH    2 0
 ON0477
 ON0477.Superseded values are not recommended for survey control.
 ON0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0477.See file dsdata.txt to determine how the superseded data were derived.
 ON0477
 ON0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ912155(NAD 83)
 ON0477_MARKER: DB = BENCH MARK DISK
 ON0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0477_STAMPING: X 42 1934
 ON0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0477+STABILITY: SURFACE MOTION
 ON0477
 ON0477  HISTORY     - Date     Condition        Report By
 ON0477  HISTORY     - 1934     MONUMENTED       CGS
 ON0477
 ON0477                          STATION DESCRIPTION
 ON0477
 ON0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0477'2.2 MI N FROM BURROAK.
 ON0477'2.2 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE AT
 ON0477'BURROAK, WINNESHIEK COUNTY, 1.0 MILE SOUTH OF THE IOWA-MINNESOTA
 ON0477'STATE LINE, 55 YARDS NORTH OF THE CENTERLINE OF AN EAST-AND-WEST
 ON0477'SECTION-LINE ROAD, IN THE NORTHWEST CORNER OF A SCHOOL YARD,
 ON0477'80.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE,
 ON0477'36.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.3 FEET
 ON0477'SOUTH OF THE NORTH SCHOOL YARD FENCE.  A STANDARD DISK, STAMPED X
 ON0477'42 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 ON0477'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0478 ***********************************************************************
 ON0478  DESIGNATION -  X 42 RESET
 ON0478  PID         -  ON0478
 ON0478  STATE/COUNTY-  IA/WINNESHIEK
 ON0478  USGS QUAD   -  BURR OAK (1981)
 ON0478
 ON0478                         *CURRENT SURVEY CONTROL
 ON0478  ___________________________________________________________________
 ON0478* NAD 83(1986)-  43 29 14.     (N)    091 52 16.     (W)     SCALED    
 ON0478* NAVD 88     -       399.14   (meters)    1309.5    (feet)  RESET     
 ON0478  ___________________________________________________________________
 ON0478  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ON0478
 ON0478  VERT ORDER  -  THIRD
 ON0478
 ON0478.The horizontal coordinates were scaled from a topographic map and have
 ON0478.an estimated accuracy of +/- 6 seconds.
 ON0478
 ON0478.The orthometric height was computed from unverified reset data.
 ON0478
 ON0478.The geoid height was determined by GEOID03.
 ON0478
 ON0478;                    North         East    Units  Estimated Accuracy
 ON0478;SPC IA N     - 1,222,020.    1,631,770.      MT  (+/- 180 meters Scaled)
 ON0478
 ON0478                          SUPERSEDED SURVEY CONTROL
 ON0478
 ON0478.No superseded survey control is available for this station.
 ON0478
 ON0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ912155(NAD 83)
 ON0478_MARKER: DB = BENCH MARK DISK
 ON0478_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0478_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0478_STAMPING: X 42 RESET 1973
 ON0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0478
 ON0478  HISTORY     - Date     Condition        Report By
 ON0478  HISTORY     - 1973     MONUMENTED       NGS
 ON0478
 ON0478                          STATION DESCRIPTION
 ON0478
 ON0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 ON0478'2.2 MI N FROM BURROAK.
 ON0478'2.2 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE IN
 ON0478'BURROAK, 73.5 FEET WEST OF THE CENTER OF OLD HIGHWAY 52, 53 PACES
 ON0478'NORTH OF THE CENTER OF A GRAVELED ROAD LEADING WEST, 1.4 FEET
 ON0478'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED AND 0.5 FOOT
 ON0478'EAST OF A NORTH-SOUTH FENCE.
 ON0478'1
 ON0478'THE BENCH MARK IS A STANDARD DISK STAMPED X 42 RESET 1973, CRIMPED
 ON0478'TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10 INCH STEEL
 ON0478'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND PROJECTS
 ON0478'4 INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0130 ***********************************************************************
 MH0130  DESIGNATION -  X 5
 MH0130  PID         -  MH0130
 MH0130  STATE/COUNTY-  IA/WAPELLO
 MH0130  USGS QUAD   -  CHILLICOTHE (1968)
 MH0130
 MH0130                         *CURRENT SURVEY CONTROL
 MH0130  ___________________________________________________________________
 MH0130* NAD 83(1986)-  41 05 40.     (N)    092 30 56.     (W)     SCALED    
 MH0130* NAVD 88     -       201.746  (meters)     661.89   (feet)  ADJUSTED  
 MH0130  ___________________________________________________________________
 MH0130  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MH0130  DYNAMIC HT  -         201.656 (meters)     661.60  (feet)  COMP
 MH0130  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 MH0130
 MH0130  VERT ORDER  -  FIRST     CLASS II
 MH0130
 MH0130.The horizontal coordinates were scaled from a topographic map and have
 MH0130.an estimated accuracy of +/- 6 seconds.
 MH0130
 MH0130.The orthometric height was determined by differential leveling
 MH0130.and adjusted by the National Geodetic Survey in June 1991..
 MH0130
 MH0130.The geoid height was determined by GEOID03.
 MH0130
 MH0130.The dynamic height is computed by dividing the NAVD 88
 MH0130.geopotential number by the normal gravity value computed on the
 MH0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0130.degrees latitude (g = 980.6199 gals.).
 MH0130
 MH0130.The modeled gravity was interpolated from observed gravity values.
 MH0130
 MH0130;                    North         East    Units  Estimated Accuracy
 MH0130;SPC IA S     -   122,000.      582,700.      MT  (+/- 180 meters Scaled)
 MH0130
 MH0130                          SUPERSEDED SURVEY CONTROL
 MH0130
 MH0130  NGVD 29 (??/??/92)  201.731  (m)          661.85   (f) ADJ UNCH    1 2
 MH0130
 MH0130.Superseded values are not recommended for survey control.
 MH0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0130.See file dsdata.txt to determine how the superseded data were derived.
 MH0130
 MH0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF406493(NAD 83)
 MH0130_MARKER: DB = BENCH MARK DISK
 MH0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0130_STAMPING: 661.846 X 5 1930
 MH0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0130+STABILITY: SURFACE MOTION
 MH0130
 MH0130  HISTORY     - Date     Condition        Report By
 MH0130  HISTORY     - 1930     MONUMENTED       CGS
 MH0130  HISTORY     - 1955     MARK NOT FOUND   USGS
 MH0130  HISTORY     - 1984     MARK NOT FOUND   NGS
 MH0130
 MH0130                          STATION DESCRIPTION
 MH0130
 MH0130'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 MH0130'1 MI SE FROM KIRKVILLE.
 MH0130'1.0 MILE SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0130'RAILWAY FROM KIRKVILLE, WAPELLO COUNTY, AT THE FIRST ROAD CROSSING
 MH0130'SOUTH OF KIRKVILLE, 175 FEET SOUTHEAST OF POWERLINE POLE 126, 103
 MH0130'FEET SOUTHEAST OF A CATTLE GUARD CORNER POST, AND 44 FEET NORTHEAST
 MH0130'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 661.846
 MH0130'X 5 1930 AND SET IN THE TOP OF A CONCRETE POST.
 MH0130
 MH0130                          STATION RECOVERY (1984)
 MH0130
 MH0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MH0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0472 ***********************************************************************
 MG0472  DESIGNATION -  X 6
 MG0472  PID         -  MG0472
 MG0472  STATE/COUNTY-  IA/WASHINGTON
 MG0472  USGS QUAD   -  WASHINGTON (1969)
 MG0472
 MG0472                         *CURRENT SURVEY CONTROL
 MG0472  ___________________________________________________________________
 MG0472* NAD 83(1986)-  41 17 35.     (N)    091 43 30.     (W)     SCALED    
 MG0472* NAVD 88     -       215.015  (meters)     705.43   (feet)  ADJUSTED  
 MG0472  ___________________________________________________________________
 MG0472  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0472  DYNAMIC HT  -         214.924 (meters)     705.13  (feet)  COMP
 MG0472  MODELED GRAV-     980,193.4   (mgal)                       NAVD 88
 MG0472
 MG0472  VERT ORDER  -  FIRST     CLASS II
 MG0472
 MG0472.The horizontal coordinates were scaled from a topographic map and have
 MG0472.an estimated accuracy of +/- 6 seconds.
 MG0472
 MG0472.The orthometric height was determined by differential leveling
 MG0472.and adjusted by the National Geodetic Survey in June 1991..
 MG0472.WARNING-Repeat measurements at this control monument indicate possible
 MG0472.vertical movement.
 MG0472
 MG0472.The geoid height was determined by GEOID03.
 MG0472
 MG0472.The dynamic height is computed by dividing the NAVD 88
 MG0472.geopotential number by the normal gravity value computed on the
 MG0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0472.degrees latitude (g = 980.6199 gals.).
 MG0472
 MG0472.The modeled gravity was interpolated from observed gravity values.
 MG0472
 MG0472;                    North         East    Units  Estimated Accuracy
 MG0472;SPC IA S     -   145,110.      648,660.      MT  (+/- 180 meters Scaled)
 MG0472
 MG0472                          SUPERSEDED SURVEY CONTROL
 MG0472
 MG0472  NGVD 29 (??/??/92)  215.049  (m)          705.54   (f) ADJ UNCH    1 2
 MG0472
 MG0472.Superseded values are not recommended for survey control.
 MG0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0472.See file dsdata.txt to determine how the superseded data were derived.
 MG0472
 MG0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF067720(NAD 83)
 MG0472_MARKER: DB = BENCH MARK DISK
 MG0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0472_SP_SET: BRIDGE
 MG0472_STAMPING: 705.491 X 6 1930
 MG0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0472
 MG0472  HISTORY     - Date     Condition        Report By
 MG0472  HISTORY     - 1930     MONUMENTED       CGS
 MG0472  HISTORY     - 1941     GOOD             NGS
 MG0472
 MG0472                          STATION DESCRIPTION
 MG0472
 MG0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0472'2.5 MI W FROM WASHINGTON.
 MG0472'2-1/2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MG0472'PACIFIC RAILROAD FROM WASHINGTON, IN THE SOUTH SIDE OF BRIDGE
 MG0472'1-1078 OVER ARTERIAL HIGHWAY 2, AND ABOUT 2 YARDS FROM THE
 MG0472'WEST END.  A STANDARD DISK, STAMPED 705.491 X 6 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0188 ***********************************************************************
 LE0188  FBN         -  This is a Federal Base Network Control Station.
 LE0188  DESIGNATION -  X 7
 LE0188  PID         -  LE0188
 LE0188  STATE/COUNTY-  IA/APPANOOSE
 LE0188  USGS QUAD   -  CENTERVILLE WEST (1979)
 LE0188
 LE0188                         *CURRENT SURVEY CONTROL
 LE0188  ___________________________________________________________________
 LE0188* NAD 83(1996)-  40 37 46.22556(N)    092 55 06.25763(W)     ADJUSTED  
 LE0188* NAVD 88     -       314.572  (meters)    1032.06   (feet)  ADJUSTED  
 LE0188  ___________________________________________________________________
 LE0188  X           -    -246,814.458 (meters)                     COMP
 LE0188  Y           -  -4,841,410.074 (meters)                     COMP
 LE0188  Z           -   4,131,468.788 (meters)                     COMP
 LE0188  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LE0188  ELLIP HEIGHT-         282.46  (meters)          (07/28/03) GPS OBS
 LE0188  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LE0188  DYNAMIC HT  -         314.415 (meters)    1031.54  (feet)  COMP
 LE0188  MODELED GRAV-     980,116.3   (mgal)                       NAVD 88
 LE0188
 LE0188  HORZ ORDER  -  B
 LE0188  VERT ORDER  -  FIRST     CLASS II
 LE0188  ELLP ORDER  -  FOURTH    CLASS I
 LE0188
 LE0188.The horizontal coordinates were established by GPS observations
 LE0188.and adjusted by the National Geodetic Survey in August 1997..
 LE0188
 LE0188.The orthometric height was determined by differential leveling
 LE0188.and adjusted by the National Geodetic Survey in June 1991..
 LE0188
 LE0188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LE0188
 LE0188.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0188
 LE0188.The ellipsoidal height was determined by GPS observations
 LE0188.and is referenced to NAD 83.
 LE0188
 LE0188.The geoid height was determined by GEOID03.
 LE0188
 LE0188.The dynamic height is computed by dividing the NAVD 88
 LE0188.geopotential number by the normal gravity value computed on the
 LE0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0188.degrees latitude (g = 980.6199 gals.).
 LE0188
 LE0188.The modeled gravity was interpolated from observed gravity values.
 LE0188
 LE0188;                    North         East     Units Scale Factor Converg.
 LE0188;SPC IA S     -    70,070.430   549,205.108   MT  0.99999776   +0 22 59.2
 LE0188;UTM  15      - 4,497,633.360   506,900.555   MT  0.99960059   +0 03 11.3
 LE0188
 LE0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0188!SPC IA S     -   0.99995569  x   0.99999776  =   0.99995345
 LE0188!UTM  15      -   0.99995569  x   0.99960059  =   0.99955630
 LE0188
 LE0188                          SUPERSEDED SURVEY CONTROL
 LE0188
 LE0188  ELLIP H (08/25/97)  282.52   (m)                       GP(       ) 4 1
 LE0188  NAVD 88 (08/25/97)  314.57   (m)         1032.1    (f) LEVELING    3  
 LE0188  NGVD 29 (??/??/92)  314.554  (m)         1032.00   (f) ADJ UNCH    1 2
 LE0188
 LE0188.Superseded values are not recommended for survey control.
 LE0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0188.See file dsdata.txt to determine how the superseded data were derived.
 LE0188
 LE0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE0690197633(NAD 83)
 LE0188_MARKER: DB = BENCH MARK DISK
 LE0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0188_STAMPING: 1031.865 X 7 1930
 LE0188_MARK LOGO: CGS   
 LE0188_MAGNETIC: N = NO MAGNETIC MATERIAL
 LE0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0188+STABILITY: SURFACE MOTION
 LE0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0188+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 LE0188
 LE0188  HISTORY     - Date     Condition        Report By
 LE0188  HISTORY     - 1930     MONUMENTED       CGS
 LE0188  HISTORY     - 1934     GOOD             NGS
 LE0188  HISTORY     - 19960918 GOOD             IADT
 LE0188  HISTORY     - 20000323 GOOD             AERSVC
 LE0188  HISTORY     - 20010524 GOOD             SKW
 LE0188  HISTORY     - 20030205 GOOD             IADT
 LE0188  HISTORY     - 20030723 GOOD             IADT
 LE0188
 LE0188                          STATION DESCRIPTION
 LE0188
 LE0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LE0188'AT CINCINNATI.
 LE0188'AT CINCINNATI, APPANOOSE COUNTY, 1/4 MILE EAST OF THE CHICAGO,
 LE0188'BURLINGTON AND QUINCY RAILROAD STATION, 18 FEET WEST OF THE
 LE0188'WEST FENCE LINE OF A STREET FENCED 40 FEET WIDE, 27 FEET WEST
 LE0188'OF A POWER TRANSMISSION LINE POST, 50 FEET SOUTH OF THE
 LE0188'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 1031.865 X
 LE0188'7 1930 AND SET IN THE TOP OF A CONCRETE POST.
 LE0188
 LE0188                          STATION RECOVERY (1996)
 LE0188
 LE0188'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (AAW)
 LE0188'THE STATION IS LOCATED IN THE TOWN OF CINCINNATI, SOUTH OF IA HWY 5,
 LE0188'AND IN THE NORTH HALF OF THE SOUTHWEST 1/4 OF SECTION 3, T 67 N, R 18
 LE0188'W.  TO REACH THE STATION FROM THE INTERSECTION OF HWY 5 (E PLEASANT
 LE0188'ST) AND WISCONSIN ST (GRAVEL) IN THE TOWN OF CINCINNATI, GO SOUTH ON
 LE0188'WISCONSIN ST FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT (WEST)
 LE0188'SIDE OF THE ROAD IN AN OPEN FIELD.  THE MONUMENT IS 44 FT (13.4 M) WES
 LE0188'AND ABOUT 1.5 FT (0.5 M) BELOW THE CENTERLINE SURFACE OF WISCONSIN ST,
 LE0188'46 FT (14.0 M) SOUTHWEST OF A POWERPOLE, AND 2 FT (0.6 M) EAST OF A
 LE0188'PINK HARN SIGN.
 LE0188
 LE0188                          STATION RECOVERY (2000)
 LE0188
 LE0188'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LE0188'FOUND IN EXCELLENT CONDIOTION 46 FT SW OF THE 2ND PWR POLE SOUTH OF
 LE0188'HWY 5 ON WISCONSIN ST IN THE TOWN OF CINCINNATI.  (WISCONSIN ST IS
 LE0188'LOCATED ON THE EAST SIDE OF TOWN)
 LE0188
 LE0188                          STATION RECOVERY (2001)
 LE0188
 LE0188'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 LE0188'RECOVERED IN GOOD CONDITION.
 LE0188
 LE0188                          STATION RECOVERY (2003)
 LE0188
 LE0188'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (DO)
 LE0188'RECOVERED AS DESCRIBED.
 LE0188'
 LE0188
 LE0188                          STATION RECOVERY (2003)
 LE0188
 LE0188'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (SRM)
 LE0188'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0346 ***********************************************************************
 MG0346  DESIGNATION -  X 70
 MG0346  PID         -  MG0346
 MG0346  STATE/COUNTY-  IA/CLINTON
 MG0346  USGS QUAD   -  LOST NATION (1980)
 MG0346
 MG0346                         *CURRENT SURVEY CONTROL
 MG0346  ___________________________________________________________________
 MG0346* NAD 83(1986)-  41 54 05.     (N)    090 51 52.     (W)     SCALED    
 MG0346* NAVD 88     -       218.822  (meters)     717.92   (feet)  ADJUSTED  
 MG0346  ___________________________________________________________________
 MG0346  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 MG0346  DYNAMIC HT  -         218.745 (meters)     717.67  (feet)  COMP
 MG0346  MODELED GRAV-     980,264.7   (mgal)                       NAVD 88
 MG0346
 MG0346  VERT ORDER  -  SECOND    CLASS 0
 MG0346
 MG0346.The horizontal coordinates were scaled from a topographic map and have
 MG0346.an estimated accuracy of +/- 6 seconds.
 MG0346
 MG0346.The orthometric height was determined by differential leveling
 MG0346.and adjusted by the National Geodetic Survey in June 1991..
 MG0346
 MG0346.The geoid height was determined by GEOID03.
 MG0346
 MG0346.The dynamic height is computed by dividing the NAVD 88
 MG0346.geopotential number by the normal gravity value computed on the
 MG0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0346.degrees latitude (g = 980.6199 gals.).
 MG0346
 MG0346.The modeled gravity was interpolated from observed gravity values.
 MG0346
 MG0346;                    North         East    Units  Estimated Accuracy
 MG0346;SPC IA S     -   214,470.      718,670.      MT  (+/- 180 meters Scaled)
 MG0346
 MG0346                          SUPERSEDED SURVEY CONTROL
 MG0346
 MG0346  NGVD 29 (??/??/92)  218.862  (m)          718.05   (f) ADJ UNCH    2 0
 MG0346
 MG0346.Superseded values are not recommended for survey control.
 MG0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0346.See file dsdata.txt to determine how the superseded data were derived.
 MG0346
 MG0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG771410(NAD 83)
 MG0346_MARKER: DB = BENCH MARK DISK
 MG0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0346_SP_SET: CULVERT
 MG0346_STAMPING: X 70 1934
 MG0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0346
 MG0346  HISTORY     - Date     Condition        Report By
 MG0346  HISTORY     - 1934     MONUMENTED       CGS
 MG0346  HISTORY     - 1962     GOOD             USGS
 MG0346  HISTORY     - 1962     GOOD             NGS
 MG0346  HISTORY     - 19941118 MARK NOT FOUND   USPSQD
 MG0346  HISTORY     - 20010331 GOOD             NGS
 MG0346
 MG0346                          STATION DESCRIPTION
 MG0346
 MG0346'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 MG0346'AT TORONTO.
 MG0346'AT TORONTO, CLINTON COUNTY, ON COUNTY TRUNK ROAD A, AT SOUTH
 MG0346'EDGE OF TOWN, ABOUT 60 FT. SOUTH OF T INTERSECTION WEST, IN
 MG0346'4 FT X 5 FT R.C.B. CULVERT UNDER COUNTY ROAD A.  IN NORTH END
 MG0346'OF EAST HEADWALL AT BOTTOM OF 4 IN SEWER PIPE WITH SCREW CAP,
 MG0346'SET VERTICALLY IN CONCRETE HEADWALL.
 MG0346
 MG0346                          STATION RECOVERY (1962)
 MG0346
 MG0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MG0346'RECOVERED IN GOOD CONDITION.
 MG0346
 MG0346                          STATION RECOVERY (1994)
 MG0346
 MG0346'RECOVERY NOTE BY US POWER SQUADRON 1994
 MG0346'MARK NOT FOUND.
 MG0346
 MG0346                          STATION RECOVERY (2001)
 MG0346
 MG0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MG0346'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0523 ***********************************************************************
 NJ0523  DESIGNATION -  X 71
 NJ0523  PID         -  NJ0523
 NJ0523  STATE/COUNTY-  IA/DELAWARE
 NJ0523  USGS QUAD   -  HOPKINTON EAST (1966)
 NJ0523
 NJ0523                         *CURRENT SURVEY CONTROL
 NJ0523  ___________________________________________________________________
 NJ0523* NAD 83(1986)-  42 19 59.     (N)    091 13 59.     (W)     SCALED    
 NJ0523* NAVD 88     -       263.268  (meters)     863.74   (feet)  ADJUSTED  
 NJ0523  ___________________________________________________________________
 NJ0523  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 NJ0523  DYNAMIC HT  -         263.181 (meters)     863.45  (feet)  COMP
 NJ0523  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 NJ0523
 NJ0523  VERT ORDER  -  SECOND    CLASS 0
 NJ0523
 NJ0523.The horizontal coordinates were scaled from a topographic map and have
 NJ0523.an estimated accuracy of +/- 6 seconds.
 NJ0523
 NJ0523.The orthometric height was determined by differential leveling
 NJ0523.and adjusted by the National Geodetic Survey in June 1991..
 NJ0523
 NJ0523.The geoid height was determined by GEOID03.
 NJ0523
 NJ0523.The dynamic height is computed by dividing the NAVD 88
 NJ0523.geopotential number by the normal gravity value computed on the
 NJ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0523.degrees latitude (g = 980.6199 gals.).
 NJ0523
 NJ0523.The modeled gravity was interpolated from observed gravity values.
 NJ0523
 NJ0523;                    North         East    Units  Estimated Accuracy
 NJ0523;SPC IA N     - 1,095,040.    1,686,810.      MT  (+/- 180 meters Scaled)
 NJ0523
 NJ0523                          SUPERSEDED SURVEY CONTROL
 NJ0523
 NJ0523  NGVD 29 (??/??/92)  263.30   (m)          863.8    (f) COMPUTED    2 0
 NJ0523
 NJ0523.Superseded values are not recommended for survey control.
 NJ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0523.See file dsdata.txt to determine how the superseded data were derived.
 NJ0523
 NJ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG455882(NAD 83)
 NJ0523_MARKER: DB = BENCH MARK DISK
 NJ0523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0523_SP_SET: ABUTMENT
 NJ0523_STAMPING: X-71 1934
 NJ0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0523
 NJ0523  HISTORY     - Date     Condition        Report By
 NJ0523  HISTORY     - 1934     MONUMENTED       CGS
 NJ0523  HISTORY     - 20050715 MARK NOT FOUND   GEOCAC
 NJ0523
 NJ0523                          STATION DESCRIPTION
 NJ0523
 NJ0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0523'1.1 MI SE FROM HOPKINTON.
 NJ0523'DEPOT, HOPKINTON, 1.1 MILE SOUTHEAST OF.  ALONG THE CHICAGO,
 NJ0523'MILWAUKEE, ST PAUL AND PACIFIC RAILROAD AT MILEPOST 32.  SET
 NJ0523'IN THE CENTER OF THE NORTHWEST WINGWALL OF 25 FOOT CONCRETE
 NJ0523'HIGHWAY BRIDGE, 120 FEET EAST OF CENTER LINE OF TRACK, 3 FEET
 NJ0523'ABOVE ROAD LEVEL.
 NJ0523
 NJ0523                          STATION RECOVERY (2005)
 NJ0523
 NJ0523'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0523'THE RAILROAD IS ABANDONED AND DISMANTLED. IA HIGHWAY 38 HAS BEEN
 NJ0523'REBUILT WITHIN THE PAST 20 YEARS AND THE BRIDGE AT THIS LOCATION HAS
 NJ0523'BEEN REPLACED WITH A TWIN CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0524 ***********************************************************************
 NJ0524  DESIGNATION -  X 71 RESET
 NJ0524  PID         -  NJ0524
 NJ0524  STATE/COUNTY-  IA/DELAWARE
 NJ0524  USGS QUAD   -  HOPKINTON EAST (1966)
 NJ0524
 NJ0524                         *CURRENT SURVEY CONTROL
 NJ0524  ___________________________________________________________________
 NJ0524* NAD 83(1986)-  42 19 59.     (N)    091 13 59.     (W)     SCALED    
 NJ0524* NAVD 88     -       263.73   (meters)     865.3    (feet)  RESET     
 NJ0524  ___________________________________________________________________
 NJ0524  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 NJ0524
 NJ0524  VERT ORDER  -  THIRD
 NJ0524
 NJ0524.The horizontal coordinates were scaled from a topographic map and have
 NJ0524.an estimated accuracy of +/- 6 seconds.
 NJ0524
 NJ0524.The orthometric height was computed from unverified reset data.
 NJ0524
 NJ0524.The geoid height was determined by GEOID03.
 NJ0524
 NJ0524;                    North         East    Units  Estimated Accuracy
 NJ0524;SPC IA N     - 1,095,040.    1,686,810.      MT  (+/- 180 meters Scaled)
 NJ0524
 NJ0524                          SUPERSEDED SURVEY CONTROL
 NJ0524
 NJ0524  NGVD 29 (??/??/??)  263.76   (m)          865.4    (f) RESET       3  
 NJ0524
 NJ0524.Superseded values are not recommended for survey control.
 NJ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0524.See file dsdata.txt to determine how the superseded data were derived.
 NJ0524
 NJ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG455882(NAD 83)
 NJ0524_MARKER: DB = BENCH MARK DISK
 NJ0524_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0524_SP_SET: BRIDGE
 NJ0524_STAMPING: X 71 RESET 1940
 NJ0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0524
 NJ0524  HISTORY     - Date     Condition        Report By
 NJ0524  HISTORY     - 1940     MONUMENTED       IAHD
 NJ0524  HISTORY     - 20050715 MARK NOT FOUND   GEOCAC
 NJ0524
 NJ0524                          STATION DESCRIPTION
 NJ0524
 NJ0524'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1940
 NJ0524'1.1 MI SE FROM HOPKINTON.
 NJ0524'1.1 MILES SOUTHEAST ALONG THE CHICAGO MILWAUKEE, ST. PAUL AND
 NJ0524'PACIFIC RAILROAD FROM THE STATION AT HOPKINTON, DELAWARE COUNTY,
 NJ0524'AT MILEPOST 32, 120 FEET EAST OF THE CENTERLINE OF THE TRACK,
 NJ0524'NEAR EAST QUARTER CORNER OF SEC. 19, T. 87 N., R. 4 W., AT A
 NJ0524'NEW 25-FOOT I-BEAM HIGHWAY BRIDGE, AND IN THE TOP OF THE NORTHWEST
 NJ0524'WINGWALL.  A STANDARD DISK, STAMPED X 71 RESET 1940.
 NJ0524
 NJ0524                          STATION RECOVERY (2005)
 NJ0524
 NJ0524'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0524'THE RAILROAD IS ABANDONED AND DISMANTLED. IA HIGHWAY 38 HAS BEEN
 NJ0524'REBUILT WITHIN THE PAST 20 YEARS AND THE BRIDGE AT THIS LOCATION HAS
 NJ0524'BEEN REPLACED WITH A TWIN CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0226 ***********************************************************************
 NJ0226  DESIGNATION -  X 72
 NJ0226  PID         -  NJ0226
 NJ0226  STATE/COUNTY-  IA/DUBUQUE
 NJ0226  USGS QUAD   -  EPWORTH (1966)
 NJ0226
 NJ0226                         *CURRENT SURVEY CONTROL
 NJ0226  ___________________________________________________________________
 NJ0226* NAD 83(1986)-  42 27 56.     (N)    090 55 33.     (W)     SCALED    
 NJ0226* NAVD 88     -       256.511  (meters)     841.57   (feet)  ADJUSTED  
 NJ0226  ___________________________________________________________________
 NJ0226  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 NJ0226  DYNAMIC HT  -         256.428 (meters)     841.30  (feet)  COMP
 NJ0226  MODELED GRAV-     980,289.6   (mgal)                       NAVD 88
 NJ0226
 NJ0226  VERT ORDER  -  SECOND    CLASS 0
 NJ0226
 NJ0226.The horizontal coordinates were scaled from a topographic map and have
 NJ0226.an estimated accuracy of +/- 6 seconds.
 NJ0226
 NJ0226.The orthometric height was determined by differential leveling
 NJ0226.and adjusted by the National Geodetic Survey in June 1991..
 NJ0226
 NJ0226.The geoid height was determined by GEOID03.
 NJ0226
 NJ0226.The dynamic height is computed by dividing the NAVD 88
 NJ0226.geopotential number by the normal gravity value computed on the
 NJ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0226.degrees latitude (g = 980.6199 gals.).
 NJ0226
 NJ0226.The modeled gravity was interpolated from observed gravity values.
 NJ0226
 NJ0226;                    North         East    Units  Estimated Accuracy
 NJ0226;SPC IA N     - 1,110,470.    1,711,670.      MT  (+/- 180 meters Scaled)
 NJ0226
 NJ0226                          SUPERSEDED SURVEY CONTROL
 NJ0226
 NJ0226  NGVD 29 (??/??/92)  256.545  (m)          841.68   (f) ADJ UNCH    2 0
 NJ0226
 NJ0226.Superseded values are not recommended for survey control.
 NJ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0226.See file dsdata.txt to determine how the superseded data were derived.
 NJ0226
 NJ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH705035(NAD 83)
 NJ0226_MARKER: DB = BENCH MARK DISK
 NJ0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0226_SP_SET: ABUTENT
 NJ0226_STAMPING: X 72 1934
 NJ0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0226+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 NJ0226
 NJ0226  HISTORY     - Date     Condition        Report By
 NJ0226  HISTORY     - 1934     MONUMENTED       CGS
 NJ0226  HISTORY     - 20060806 GOOD             GEOCAC
 NJ0226
 NJ0226                          STATION DESCRIPTION
 NJ0226
 NJ0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0226'AT KIDDER.
 NJ0226'AT KIDDER, DUBUQUE COUNTY, 180 YARDS NORTH OF THE CHICAGO GREAT
 NJ0226'WESTERN RAILROAD STATION, 16 POLES SOUTH OF MILEPOST 191, AT
 NJ0226'75 FOOT STEEL BRIDGE 191+52, IN THE TOP OF THE WEST END OF THE
 NJ0226'SOUTH CONCRETE ABUTMENT, 8 FEET WEST OF THE CENTERLINE OF THE
 NJ0226'TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 NJ0226'STAMPED X 72 1934.
 NJ0226
 NJ0226                          STATION RECOVERY (2006)
 NJ0226
 NJ0226'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0226'RAILROAD IS ABANDONED AND DISMANTLED AND THE RIGHT OF WAY TURNED INTO
 NJ0226'A RECREATIONAL TRAIL.
 NJ0226' 
 NJ0226'HANDHELD COORDINATES - 42 27 56.2 N 090 55 35.7 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0613 ***********************************************************************
 NJ0613  DESIGNATION -  X 73
 NJ0613  PID         -  NJ0613
 NJ0613  STATE/COUNTY-  IA/BUCHANAN
 NJ0613  USGS QUAD   -  LAMONT (1965)
 NJ0613
 NJ0613                         *CURRENT SURVEY CONTROL
 NJ0613  ___________________________________________________________________
 NJ0613* NAD 83(1986)-  42 37 08.     (N)    091 43 46.     (W)     SCALED    
 NJ0613* NAVD 88     -       346.689  (meters)    1137.43   (feet)  ADJUSTED  
 NJ0613  ___________________________________________________________________
 NJ0613  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 NJ0613  DYNAMIC HT  -         346.587 (meters)    1137.09  (feet)  COMP
 NJ0613  MODELED GRAV-     980,317.2   (mgal)                       NAVD 88
 NJ0613
 NJ0613  VERT ORDER  -  SECOND    CLASS 0
 NJ0613
 NJ0613.The horizontal coordinates were scaled from a topographic map and have
 NJ0613.an estimated accuracy of +/- 6 seconds.
 NJ0613
 NJ0613.The orthometric height was determined by differential leveling
 NJ0613.and adjusted by the National Geodetic Survey in June 1991..
 NJ0613
 NJ0613.The geoid height was determined by GEOID03.
 NJ0613
 NJ0613.The dynamic height is computed by dividing the NAVD 88
 NJ0613.geopotential number by the normal gravity value computed on the
 NJ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0613.degrees latitude (g = 980.6199 gals.).
 NJ0613
 NJ0613.The modeled gravity was interpolated from observed gravity values.
 NJ0613
 NJ0613;                    North         East    Units  Estimated Accuracy
 NJ0613;SPC IA N     - 1,125,800.    1,645,240.      MT  (+/- 180 meters Scaled)
 NJ0613
 NJ0613                          SUPERSEDED SURVEY CONTROL
 NJ0613
 NJ0613  NGVD 29 (??/??/92)  346.717  (m)         1137.52   (f) ADJ UNCH    2 0
 NJ0613
 NJ0613.Superseded values are not recommended for survey control.
 NJ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0613.See file dsdata.txt to determine how the superseded data were derived.
 NJ0613
 NJ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH041192(NAD 83)
 NJ0613_MARKER: DB = BENCH MARK DISK
 NJ0613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0613_SP_SET: BUILDING
 NJ0613_STAMPING: X 73 1934
 NJ0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0613
 NJ0613  HISTORY     - Date     Condition        Report By
 NJ0613  HISTORY     - 1934     MONUMENTED       CGS
 NJ0613  HISTORY     - 1988     GOOD             USPSQD
 NJ0613
 NJ0613                          STATION DESCRIPTION
 NJ0613
 NJ0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0613'AT AURORA.
 NJ0613'AT AURORA, BUCHANAN COUNTY, ONE BLOCK SOUTH OF THE CHICAGO
 NJ0613'GREAT WESTERN RAILROAD STATION, IN THE BRICK WALL OF A PUBLIC
 NJ0613'SCHOOL, 1 FOOT NORTH OF THE SOUTHEAST CORNER, AND ABOUT 3 FEET
 NJ0613'ABOVE GROUND.  A STANDARD DISK, STAMPED X 73 1934 AND SET
 NJ0613'VERTICALLY.
 NJ0613
 NJ0613                          STATION RECOVERY (1988)
 NJ0613
 NJ0613'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLM)
 NJ0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0626 ***********************************************************************
 NJ0626  FBN         -  This is a Federal Base Network Control Station.
 NJ0626  DESIGNATION -  X 74
 NJ0626  PID         -  NJ0626
 NJ0626  STATE/COUNTY-  IA/BUCHANAN
 NJ0626  USGS QUAD   -  HAZLETON (1981)
 NJ0626
 NJ0626                         *CURRENT SURVEY CONTROL
 NJ0626  ___________________________________________________________________
 NJ0626* NAD 83(1996)-  42 32 28.14275(N)    091 54 34.79114(W)     ADJUSTED  
 NJ0626* NAVD 88     -       306.268  (meters)    1004.81   (feet)  ADJUSTED  
 NJ0626  ___________________________________________________________________
 NJ0626  X           -    -156,847.261 (meters)                     COMP
 NJ0626  Y           -  -4,704,155.879 (meters)                     COMP
 NJ0626  Z           -   4,290,270.089 (meters)                     COMP
 NJ0626  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 NJ0626  ELLIP HEIGHT-         275.47  (meters)          (07/28/03) GPS OBS
 NJ0626  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 NJ0626  DYNAMIC HT  -         306.176 (meters)    1004.51  (feet)  COMP
 NJ0626  MODELED GRAV-     980,313.3   (mgal)                       NAVD 88
 NJ0626
 NJ0626  HORZ ORDER  -  A
 NJ0626  VERT ORDER  -  SECOND    CLASS 0
 NJ0626  ELLP ORDER  -  FOURTH    CLASS I
 NJ0626
 NJ0626.The horizontal coordinates were established by GPS observations
 NJ0626.and adjusted by the National Geodetic Survey in July 2003..
 NJ0626
 NJ0626.The orthometric height was determined by differential leveling
 NJ0626.and adjusted by the National Geodetic Survey in June 1991..
 NJ0626
 NJ0626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0626
 NJ0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0626
 NJ0626.The ellipsoidal height was determined by GPS observations
 NJ0626.and is referenced to NAD 83.
 NJ0626
 NJ0626.The geoid height was determined by GEOID03.
 NJ0626
 NJ0626.The dynamic height is computed by dividing the NAVD 88
 NJ0626.geopotential number by the normal gravity value computed on the
 NJ0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0626.degrees latitude (g = 980.6199 gals.).
 NJ0626
 NJ0626.The modeled gravity was interpolated from observed gravity values.
 NJ0626
 NJ0626;                    North         East     Units Scale Factor Converg.
 NJ0626;SPC IA N     - 1,116,875.703 1,630,623.754   MT  0.99994779   +1 04 40.2
 NJ0626;UTM  15      - 4,710,438.427   589,530.380   MT  0.99969862   +0 44 14.1
 NJ0626
 NJ0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0626!SPC IA N     -   0.99995680  x   0.99994779  =   0.99990459
 NJ0626!UTM  15      -   0.99995680  x   0.99969862  =   0.99965543
 NJ0626
 NJ0626                          SUPERSEDED SURVEY CONTROL
 NJ0626
 NJ0626  NAD 83(1996)-  42 32 28.14877(N)    091 54 34.79151(W) AD(       ) 3
 NJ0626  ELLIP H (05/06/99)  275.41   (m)                       GP(       ) 4 1
 NJ0626  NAD 83(1996)-  42 32 28.14872(N)    091 54 34.79142(W) AD(       ) 3
 NJ0626  NAD 83(1986)-  42 32 28.13720(N)    091 54 34.78851(W) AD(       ) 3
 NJ0626  NAVD 88 (07/28/03)  306.27   (m)         1004.8    (f) LEVELING    3  
 NJ0626  NGVD 29 (??/??/92)  306.296  (m)         1004.91   (f) ADJ UNCH    2 0
 NJ0626
 NJ0626.Superseded values are not recommended for survey control.
 NJ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0626.See file dsdata.txt to determine how the superseded data were derived.
 NJ0626
 NJ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH8953010438(NAD 83)
 NJ0626_MARKER: DB = BENCH MARK DISK
 NJ0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0626_SP_SET: CONCRETE POST
 NJ0626_STAMPING: X 74 1934
 NJ0626_MARK LOGO: CGS   
 NJ0626_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0626+STABILITY: SURFACE MOTION
 NJ0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0626+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 NJ0626
 NJ0626  HISTORY     - Date     Condition        Report By
 NJ0626  HISTORY     - 1934     MONUMENTED       CGS
 NJ0626  HISTORY     - 1980     GOOD             IAHD
 NJ0626  HISTORY     - 19890825 SEE DESCRIPTION  NGS
 NJ0626  HISTORY     - 20020508 GOOD             AERSVC
 NJ0626  HISTORY     - 20030205 GOOD             NGS
 NJ0626
 NJ0626                          STATION DESCRIPTION
 NJ0626
 NJ0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0626'2.3 MI SE FROM BRYANTSBURG.
 NJ0626'2.3 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0626'RAILWAY FROM THE STATION AT BRYANTSBURG, BUCHANAN COUNTY, 3
 NJ0626'POLES NORTH OF MILEPOST 44, AT A ROAD CROSSING, 20 FEET SOUTH
 NJ0626'OF THE CENTERLINE OF THE ROAD, 18 FEET EAST OF THE CENTERLINE
 NJ0626'OF THE TRACK, 8 FEET NORTH OF A POINT 27 FEET WEST OF A
 NJ0626'RIGHT-OF-WAY FENCE CORNER, AND ABOUT 1 FOOT LOWER THAN THE
 NJ0626'TRACK.  A STANDARD DISK, STAMPED X 74 1934 AND SET IN THE TOP
 NJ0626'OF A CONCRETE POST.
 NJ0626
 NJ0626                          STATION RECOVERY (1980)
 NJ0626
 NJ0626'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1980
 NJ0626'RECOVERED IN GOOD CONDITION.
 NJ0626
 NJ0626                          STATION RECOVERY (1989)
 NJ0626
 NJ0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NJ0626'THE STAION IS LOCATED ABOUT 8.05 KM (5.00 MI) SOUTH OF HAZLETON, 8.05
 NJ0626'KM (5.00 MI) NORTH OF INDEPENDENCE.  OWNERSHIP--DEPARTMENT OF
 NJ0626'TRANSPORTATION, 800 LINCOLN WAY, AMES, IA 50010, PHONE (515) 239-1101.
 NJ0626'NOTE--THE STATION WAS RECOVERED IN FAIR CONDITION AS THE GROUND HAS
 NJ0626'ERODED FROM AROUND THE CONCRETE POST AND THE THE CONCRETE POST IS
 NJ0626'LEANING SLIGHTLY TO THE SOUTH AND THE CONCRETE POST HAS SOME
 NJ0626'HORIZONTAL MOVEMENT.
 NJ0626'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 150 AND HAYES
 NJ0626'STREET, COUNTY ROAD C 57, IN HAZLETON, GO SOUTH ON STATE HIGHWAY 150
 NJ0626'FOR 8.35 KM (5.20 MI) TO THE JUNCTION OF THE NORTH FORK OF A GRAVEL
 NJ0626'ROAD AT A CURVE IN STATE HIGHWAY 150.  TURN RIGHT, SOUTH, FOR 0.2 KM
 NJ0626'(0.10 MI) TO THE JUNCTION OF THE FORK OF THE GRAVEL ROAD.  TURN RIGHT,
 NJ0626'WEST, ON THE GRAVEL ROAD FOR 0.4 KM (0.25 MI) TO THE STATION ON THE
 NJ0626'LEFT, AT AN ABANDONED RAILROAD GRADE.
 NJ0626'THE STATION IS A STANDARD CGS BENCHMARK DISK PROJECTING ABOUT
 NJ0626'15-INCHES ABOVE THE GROUND.  LOCATED 9.9 M (32.5 FT) WEST-NORTHWEST OF
 NJ0626'A FENCE CORNER, 6.6 M (21.7 FT) SOUTH OF THE CENTER OF THE ROAD, 6.0 M
 NJ0626'(19.7 FT) EAST OF THE CENTER OF THE ABANDONED RAILROAD GRADE, 0.4 M
 NJ0626'(1.3 FT) WEST OF A FIBERGLASS WITNESS POST AND 0.4 M (1.3 FT) EAST OF
 NJ0626'A FIBERGLASS WITNESS POST.
 NJ0626'DESCRIBED BY M. L. MCCREADY.
 NJ0626
 NJ0626                          STATION RECOVERY (2002)
 NJ0626
 NJ0626'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2002 (KZ)
 NJ0626'RECOVERED IN GOOD CONDITION.
 NJ0626
 NJ0626                          STATION RECOVERY (2003)
 NJ0626
 NJ0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 NJ0626'RECOVERED AS DESCRIBED.
 NJ0626'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0583 ***********************************************************************
 NJ0583  DESIGNATION -  X 75
 NJ0583  PID         -  NJ0583
 NJ0583  STATE/COUNTY-  IA/LINN
 NJ0583  USGS QUAD   -  CEDAR RAPIDS NORTH (1994)
 NJ0583
 NJ0583                         *CURRENT SURVEY CONTROL
 NJ0583  ___________________________________________________________________
 NJ0583* NAD 83(1986)-  42 01 48.     (N)    091 42 47.     (W)     SCALED    
 NJ0583* NAVD 88     -       236.702  (meters)     776.58   (feet)  ADJUSTED  
 NJ0583  ___________________________________________________________________
 NJ0583  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 NJ0583  DYNAMIC HT  -         236.618 (meters)     776.30  (feet)  COMP
 NJ0583  MODELED GRAV-     980,259.3   (mgal)                       NAVD 88
 NJ0583
 NJ0583  VERT ORDER  -  SECOND    CLASS 0
 NJ0583
 NJ0583.The horizontal coordinates were scaled from a topographic map and have
 NJ0583.an estimated accuracy of +/- 6 seconds.
 NJ0583
 NJ0583.The orthometric height was determined by differential leveling
 NJ0583.and adjusted by the National Geodetic Survey in June 1991..
 NJ0583
 NJ0583.The geoid height was determined by GEOID03.
 NJ0583
 NJ0583.The dynamic height is computed by dividing the NAVD 88
 NJ0583.geopotential number by the normal gravity value computed on the
 NJ0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0583.degrees latitude (g = 980.6199 gals.).
 NJ0583
 NJ0583.The modeled gravity was interpolated from observed gravity values.
 NJ0583
 NJ0583;                    North         East    Units  Estimated Accuracy
 NJ0583;SPC IA N     - 1,060,440.    1,647,970.      MT  (+/- 180 meters Scaled)
 NJ0583
 NJ0583                          SUPERSEDED SURVEY CONTROL
 NJ0583
 NJ0583  NGVD 29 (??/??/92)  236.728  (m)          776.67   (f) ADJ UNCH    2 0
 NJ0583
 NJ0583.Superseded values are not recommended for survey control.
 NJ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0583.See file dsdata.txt to determine how the superseded data were derived.
 NJ0583
 NJ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG065539(NAD 83)
 NJ0583_MARKER: DB = BENCH MARK DISK
 NJ0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0583_SP_SET: CULVERT
 NJ0583_STAMPING: X 75 1934
 NJ0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0583
 NJ0583  HISTORY     - Date     Condition        Report By
 NJ0583  HISTORY     - 1934     MONUMENTED       CGS
 NJ0583
 NJ0583                          STATION DESCRIPTION
 NJ0583
 NJ0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0583'0.9 MI NW FROM LINN.
 NJ0583'0.9 MILE NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0583'RAILWAY FROM THE STATION AT LINN, LINN COUNTY, 6 POLES NORTH OF
 NJ0583'MILEPOST 5, 35 FEET SOUTH OF A CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0583'PACIFIC RAILROAD OVERPASS, AT A 3-FOOT IRON PIPE CULVERT, IN THE
 NJ0583'TOP OF THE CENTER OF THE EAST CONCRETE HEADWALL, 13 FEET EAST
 NJ0583'OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A
 NJ0583'STANDARD DISK, STAMPED X 75 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0382 ***********************************************************************
 MG0382  DESIGNATION -  X 76
 MG0382  PID         -  MG0382
 MG0382  STATE/COUNTY-  IA/CEDAR
 MG0382  USGS QUAD   -  WEST BRANCH (1965)
 MG0382
 MG0382                         *CURRENT SURVEY CONTROL
 MG0382  ___________________________________________________________________
 MG0382* NAD 83(1986)-  41 38 37.     (N)    091 18 32.     (W)     SCALED    
 MG0382* NAVD 88     -       220.047  (meters)     721.94   (feet)  ADJUSTED  
 MG0382  ___________________________________________________________________
 MG0382  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MG0382  DYNAMIC HT  -         219.963 (meters)     721.66  (feet)  COMP
 MG0382  MODELED GRAV-     980,236.6   (mgal)                       NAVD 88
 MG0382
 MG0382  VERT ORDER  -  SECOND    CLASS 0
 MG0382
 MG0382.The horizontal coordinates were scaled from a topographic map and have
 MG0382.an estimated accuracy of +/- 6 seconds.
 MG0382
 MG0382.The orthometric height was determined by differential leveling
 MG0382.and adjusted by the National Geodetic Survey in June 1991..
 MG0382
 MG0382.The geoid height was determined by GEOID03.
 MG0382
 MG0382.The dynamic height is computed by dividing the NAVD 88
 MG0382.geopotential number by the normal gravity value computed on the
 MG0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0382.degrees latitude (g = 980.6199 gals.).
 MG0382
 MG0382.The modeled gravity was interpolated from observed gravity values.
 MG0382
 MG0382;                    North         East    Units  Estimated Accuracy
 MG0382;SPC IA S     -   184,820.      682,520.      MT  (+/- 180 meters Scaled)
 MG0382
 MG0382                          SUPERSEDED SURVEY CONTROL
 MG0382
 MG0382  NGVD 29 (??/??/92)  220.091  (m)          722.08   (f) ADJ UNCH    2 0
 MG0382
 MG0382.Superseded values are not recommended for survey control.
 MG0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0382.See file dsdata.txt to determine how the superseded data were derived.
 MG0382
 MG0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG408115(NAD 83)
 MG0382_MARKER: DB = BENCH MARK DISK
 MG0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0382_SP_SET: STONE
 MG0382_STAMPING: X 76 1934
 MG0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0382+STABILITY: SURFACE MOTION
 MG0382
 MG0382  HISTORY     - Date     Condition        Report By
 MG0382  HISTORY     - 1934     MONUMENTED       CGS
 MG0382  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0382  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0382
 MG0382                          STATION DESCRIPTION
 MG0382
 MG0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0382'AT CENTERDALE.
 MG0382'AT CENTERDALE, CEDAR COUNTY, 7 POLES NORTHWEST OF THE CHICAGO,
 MG0382'ROCK ISLAND AND PACIFIC RAILWAY STATION, AT MILEPOST 67, AT 4- BY
 MG0382'6-FOOT STONE BOX CATTLE PASS, IN THE TOP OF THE CENTER OF THE
 MG0382'NORTHEAST STONE HEADWALL, 15 FEET NORTHEAST OF THE CENTERLINE OF
 MG0382'THE TRACK, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MG0382'STAMPED X 76 1934.
 MG0382
 MG0382                          STATION RECOVERY (1998)
 MG0382
 MG0382'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0382'MARK NOT FOUND.
 MG0382
 MG0382                          STATION RECOVERY (2000)
 MG0382
 MG0382'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0382'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0402 ***********************************************************************
 MG0402  DESIGNATION -  X 77
 MG0402  PID         -  MG0402
 MG0402  STATE/COUNTY-  IA/CEDAR
 MG0402  USGS QUAD   -  TIPTON EAST (1953)
 MG0402
 MG0402                         *CURRENT SURVEY CONTROL
 MG0402  ___________________________________________________________________
 MG0402* NAD 83(1986)-  41 45 57.     (N)    091 06 38.     (W)     SCALED    
 MG0402* NAVD 88     -       233.482  (meters)     766.02   (feet)  ADJUSTED  
 MG0402  ___________________________________________________________________
 MG0402  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MG0402  DYNAMIC HT  -         233.395 (meters)     765.73  (feet)  COMP
 MG0402  MODELED GRAV-     980,244.7   (mgal)                       NAVD 88
 MG0402
 MG0402  VERT ORDER  -  SECOND    CLASS 0
 MG0402
 MG0402.The horizontal coordinates were scaled from a topographic map and have
 MG0402.an estimated accuracy of +/- 6 seconds.
 MG0402
 MG0402.The orthometric height was determined by differential leveling
 MG0402.and adjusted by the National Geodetic Survey in June 1991..
 MG0402
 MG0402.The geoid height was determined by GEOID03.
 MG0402
 MG0402.The dynamic height is computed by dividing the NAVD 88
 MG0402.geopotential number by the normal gravity value computed on the
 MG0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0402.degrees latitude (g = 980.6199 gals.).
 MG0402
 MG0402.The modeled gravity was interpolated from observed gravity values.
 MG0402
 MG0402;                    North         East    Units  Estimated Accuracy
 MG0402;SPC IA S     -   198,830.      698,670.      MT  (+/- 180 meters Scaled)
 MG0402
 MG0402                          SUPERSEDED SURVEY CONTROL
 MG0402
 MG0402  NGVD 29 (??/??/92)  233.520  (m)          766.14   (f) ADJ UNCH    2 0
 MG0402
 MG0402.Superseded values are not recommended for survey control.
 MG0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0402.See file dsdata.txt to determine how the superseded data were derived.
 MG0402
 MG0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG570255(NAD 83)
 MG0402_MARKER: DB = BENCH MARK DISK
 MG0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0402_SP_SET: CULVERT
 MG0402_STAMPING: X 77 1934
 MG0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0402
 MG0402  HISTORY     - Date     Condition        Report By
 MG0402  HISTORY     - 1934     MONUMENTED       CGS
 MG0402  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0402
 MG0402                          STATION DESCRIPTION
 MG0402
 MG0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0402'1.3 MI SE FROM TIPTON.
 MG0402'1.3 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0402'RAILWAY FROM THE CITY WATER TOWER AT TIPTON, CEDAR COUNTY,
 MG0402'3-1/2 POLES EAST OF MILEPOST 40, AT A 6-BY 10-FOOT STONE BOX
 MG0402'CULVERT, IN THE EAST END OF THE NORTH STONE HEADWALL, 10
 MG0402'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER
 MG0402'THAN THE RAIL.  A STANDARD DISK, STAMPED X 77 1934.
 MG0402
 MG0402                          STATION RECOVERY (1998)
 MG0402
 MG0402'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0193 ***********************************************************************
 NJ0193  DESIGNATION -  X 78
 NJ0193  PID         -  NJ0193
 NJ0193  STATE/COUNTY-  IA/JACKSON
 NJ0193  USGS QUAD   -  MILES (1980)
 NJ0193
 NJ0193                         *CURRENT SURVEY CONTROL
 NJ0193  ___________________________________________________________________
 NJ0193* NAD 83(1986)-  42 03 10.     (N)    090 21 16.     (W)     SCALED    
 NJ0193* NAVD 88     -       228.456  (meters)     749.53   (feet)  ADJUSTED  
 NJ0193  ___________________________________________________________________
 NJ0193  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 NJ0193  DYNAMIC HT  -         228.375 (meters)     749.26  (feet)  COMP
 NJ0193  MODELED GRAV-     980,265.2   (mgal)                       NAVD 88
 NJ0193
 NJ0193  VERT ORDER  -  SECOND    CLASS 0
 NJ0193
 NJ0193.The horizontal coordinates were scaled from a topographic map and have
 NJ0193.an estimated accuracy of +/- 6 seconds.
 NJ0193
 NJ0193.The orthometric height was determined by differential leveling
 NJ0193.and adjusted by the National Geodetic Survey in June 1991..
 NJ0193
 NJ0193.The geoid height was determined by GEOID03.
 NJ0193
 NJ0193.The dynamic height is computed by dividing the NAVD 88
 NJ0193.geopotential number by the normal gravity value computed on the
 NJ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0193.degrees latitude (g = 980.6199 gals.).
 NJ0193
 NJ0193.The modeled gravity was interpolated from observed gravity values.
 NJ0193
 NJ0193;                    North         East    Units  Estimated Accuracy
 NJ0193;SPC IA N     - 1,066,250.    1,760,340.      MT  (+/- 180 meters Scaled)
 NJ0193
 NJ0193                          SUPERSEDED SURVEY CONTROL
 NJ0193
 NJ0193  NGVD 29 (??/??/92)  228.49   (m)          749.6    (f) COMPUTED    2 0
 NJ0193
 NJ0193.Superseded values are not recommended for survey control.
 NJ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0193.See file dsdata.txt to determine how the superseded data were derived.
 NJ0193
 NJ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG189590(NAD 83)
 NJ0193_MARKER: DB = BENCH MARK DISK
 NJ0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0193_SP_SET: CULVERT
 NJ0193_STAMPING: X-78 1934
 NJ0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0193
 NJ0193  HISTORY     - Date     Condition        Report By
 NJ0193  HISTORY     - 1934     MONUMENTED       CGS
 NJ0193  HISTORY     - 19940924 MARK NOT FOUND   USPSQD
 NJ0193  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0193
 NJ0193                          STATION DESCRIPTION
 NJ0193
 NJ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0193'2.3 MI W FROM MILES.
 NJ0193'CITY WATER TANK, MILES, 2.3 MILES WEST OF.  ALONG STATE HIGHWAY 117,
 NJ0193'SAVANNA TO MAQUOKETA ROAD, NEAR THE TOP OF LONG WEST SLOPE ON
 NJ0193'SOUTH CURVE.  AT 4 FOOT BY 5 FOOT R C B CATTLE PASS AND CULVERT,
 NJ0193'100 FEET EAST OF PRIVATE ENTRANCE TO PASTURE SOUTH OF ROAD.  210
 NJ0193'FEET WEST OF FENCE NORTH, 18 FEET SOUTH OF THE CENTER LINE OF THE
 NJ0193'ROAD, 3 FEET BELOW ROAD LEVEL.  SET IN THE WEST END OF THE SOUTH
 NJ0193'HEADWALL.
 NJ0193
 NJ0193                          STATION RECOVERY (1994)
 NJ0193
 NJ0193'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0193'MARK NOT FOUND.
 NJ0193
 NJ0193                          STATION RECOVERY (2001)
 NJ0193
 NJ0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0193'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0194 ***********************************************************************
 NJ0194  DESIGNATION -  X 78 RESET
 NJ0194  PID         -  NJ0194
 NJ0194  STATE/COUNTY-  IA/JACKSON
 NJ0194  USGS QUAD   -  MILES (1980)
 NJ0194
 NJ0194                         *CURRENT SURVEY CONTROL
 NJ0194  ___________________________________________________________________
 NJ0194* NAD 83(1986)-  42 03 10.     (N)    090 21 18.     (W)     SCALED    
 NJ0194* NAVD 88     -       228.46   (meters)     749.5    (feet)  RESET     
 NJ0194  ___________________________________________________________________
 NJ0194  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 NJ0194
 NJ0194  VERT ORDER  -  THIRD
 NJ0194
 NJ0194.The horizontal coordinates were scaled from a topographic map and have
 NJ0194.an estimated accuracy of +/- 6 seconds.
 NJ0194
 NJ0194.The orthometric height was computed from unverified reset data.
 NJ0194.No vertical observational check was made to the station.
 NJ0194
 NJ0194.The geoid height was determined by GEOID03.
 NJ0194
 NJ0194;                    North         East    Units  Estimated Accuracy
 NJ0194;SPC IA N     - 1,066,240.    1,760,290.      MT  (+/- 180 meters Scaled)
 NJ0194
 NJ0194                          SUPERSEDED SURVEY CONTROL
 NJ0194
 NJ0194  NGVD 29 (??/??/??)  228.50   (m)          749.7    (f) RESET       3  
 NJ0194
 NJ0194.Superseded values are not recommended for survey control.
 NJ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0194.See file dsdata.txt to determine how the superseded data were derived.
 NJ0194
 NJ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG188590(NAD 83)
 NJ0194_MARKER: DB = BENCH MARK DISK
 NJ0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0194_SP_SET: CULVERT
 NJ0194_STAMPING: X 78 RESET 1939
 NJ0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0194
 NJ0194  HISTORY     - Date     Condition        Report By
 NJ0194  HISTORY     - 1939     MONUMENTED       IAHD
 NJ0194  HISTORY     - 19940924 POOR             USPSQD
 NJ0194  HISTORY     - 20010331 GOOD             NGS
 NJ0194  HISTORY     - 20050515 GOOD             GEOCAC
 NJ0194
 NJ0194                          STATION DESCRIPTION
 NJ0194
 NJ0194'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1939
 NJ0194'2.3 MI W FROM MILES.
 NJ0194'2.3 MILES WEST ALONG STATE HIGHWAY 64 FROM THE CITY WATER TANK
 NJ0194'AT MILES, JACKSON COUNTY, AT THE TOP OF A LONG SLOPE, AT A CURVE
 NJ0194'IN THE HIGHWAY, 100 FEET EAST OF A PRIVATE ENTRANCE TO A PASTURE,
 NJ0194'AT A 4- BY 5-1/2-FOOT CULVERT (REBUILT IN 1940), AND IN THE TOP
 NJ0194'OF THE SOUTH CONCRETE HEADWALL EXTENDED.
 NJ0194
 NJ0194                          STATION RECOVERY (1994)
 NJ0194
 NJ0194'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0194'MARK RECOVERED IN POOR CONDITION.
 NJ0194
 NJ0194                          STATION RECOVERY (2001)
 NJ0194
 NJ0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0194'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0194
 NJ0194                          STATION RECOVERY (2005)
 NJ0194
 NJ0194'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0194'GOOD CONDITION EXCEPT FACE MARRED SO LAST DIGIT HARD TO READ, HANDHELD
 NJ0194'COORDINATES N42 03 09.7 W090 21 20.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0236 ***********************************************************************
 LF0236  DESIGNATION -  X 8
 LF0236  PID         -  LF0236
 LF0236  STATE/COUNTY-  IA/PAGE
 LF0236  USGS QUAD   -  BINGHAM (1981)
 LF0236
 LF0236                         *CURRENT SURVEY CONTROL
 LF0236  ___________________________________________________________________
 LF0236* NAD 83(1986)-  40 41 53.     (N)    095 17 30.     (W)     SCALED    
 LF0236* NAVD 88     -       317.052  (meters)    1040.19   (feet)  ADJUSTED  
 LF0236  ___________________________________________________________________
 LF0236  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LF0236  DYNAMIC HT  -         316.881 (meters)    1039.63  (feet)  COMP
 LF0236  MODELED GRAV-     980,078.3   (mgal)                       NAVD 88
 LF0236
 LF0236  VERT ORDER  -  FIRST     CLASS II
 LF0236
 LF0236.The horizontal coordinates were scaled from a topographic map and have
 LF0236.an estimated accuracy of +/- 6 seconds.
 LF0236
 LF0236.The orthometric height was determined by differential leveling
 LF0236.and adjusted by the National Geodetic Survey in June 1991..
 LF0236
 LF0236.The geoid height was determined by GEOID03.
 LF0236
 LF0236.The dynamic height is computed by dividing the NAVD 88
 LF0236.geopotential number by the normal gravity value computed on the
 LF0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0236.degrees latitude (g = 980.6199 gals.).
 LF0236
 LF0236.The modeled gravity was interpolated from observed gravity values.
 LF0236
 LF0236;                    North         East    Units  Estimated Accuracy
 LF0236;SPC IA S     -    79,080.      348,590.      MT  (+/- 180 meters Scaled)
 LF0236
 LF0236                          SUPERSEDED SURVEY CONTROL
 LF0236
 LF0236  NGVD 29 (??/??/92)  316.938  (m)         1039.82   (f) ADJ UNCH    1 2
 LF0236
 LF0236.Superseded values are not recommended for survey control.
 LF0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0236.See file dsdata.txt to determine how the superseded data were derived.
 LF0236
 LF0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF063077(NAD 83)
 LF0236_MARKER: DB = BENCH MARK DISK
 LF0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0236_STAMPING: X 8 1933
 LF0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0236+STABILITY: SURFACE MOTION
 LF0236
 LF0236  HISTORY     - Date     Condition        Report By
 LF0236  HISTORY     - 1933     MONUMENTED       CGS
 LF0236  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0236
 LF0236                          STATION DESCRIPTION
 LF0236
 LF0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LF0236'2.5 MI S FROM BINGHAM.
 LF0236'2.5 MILES SOUTH ALONG THE WABASH RAILWAY FROM BINGHAM, PAGE
 LF0236'COUNTY, 1.4 MILE WEST OF A GLAZED-TILE SILO, 5 POLES NORTH OF
 LF0236'MILEPOST ST. L. 355, 70 FEET NORTH OF A ROAD CROSSING, 30 FEET
 LF0236'WEST OF THE TRACK, AND 20 FEET EAST OF A FENCE.  A STANDARD
 LF0236'DISK, STAMPED X 8 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LF0236
 LF0236                          STATION RECOVERY (1976)
 LF0236
 LF0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0545 ***********************************************************************
 NJ0545  DESIGNATION -  X 80
 NJ0545  PID         -  NJ0545
 NJ0545  STATE/COUNTY-  IA/LINN
 NJ0545  USGS QUAD   -  CEDAR RAPIDS NORTH (1994)
 NJ0545
 NJ0545                         *CURRENT SURVEY CONTROL
 NJ0545  ___________________________________________________________________
 NJ0545* NAD 83(1986)-  42 01 52.     (N)    091 40 04.     (W)     SCALED    
 NJ0545* NAVD 88     -       250.214  (meters)     820.91   (feet)  ADJUSTED  
 NJ0545  ___________________________________________________________________
 NJ0545  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 NJ0545  DYNAMIC HT  -         250.123 (meters)     820.61  (feet)  COMP
 NJ0545  MODELED GRAV-     980,255.0   (mgal)                       NAVD 88
 NJ0545
 NJ0545  VERT ORDER  -  SECOND    CLASS 0
 NJ0545
 NJ0545.The horizontal coordinates were scaled from a topographic map and have
 NJ0545.an estimated accuracy of +/- 6 seconds.
 NJ0545
 NJ0545.The orthometric height was determined by differential leveling
 NJ0545.and adjusted by the National Geodetic Survey in June 1991..
 NJ0545
 NJ0545.The geoid height was determined by GEOID03.
 NJ0545
 NJ0545.The dynamic height is computed by dividing the NAVD 88
 NJ0545.geopotential number by the normal gravity value computed on the
 NJ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0545.degrees latitude (g = 980.6199 gals.).
 NJ0545
 NJ0545.The modeled gravity was interpolated from observed gravity values.
 NJ0545
 NJ0545;                    North         East    Units  Estimated Accuracy
 NJ0545;SPC IA N     - 1,060,640.    1,651,720.      MT  (+/- 180 meters Scaled)
 NJ0545
 NJ0545                          SUPERSEDED SURVEY CONTROL
 NJ0545
 NJ0545  NGVD 29 (??/??/92)  250.239  (m)          820.99   (f) ADJ UNCH    2 0
 NJ0545
 NJ0545.Superseded values are not recommended for survey control.
 NJ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0545.See file dsdata.txt to determine how the superseded data were derived.
 NJ0545
 NJ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG102540(NAD 83)
 NJ0545_MARKER: DB = BENCH MARK DISK
 NJ0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0545_SP_SET: OVERPASS
 NJ0545_STAMPING: X 80 1934
 NJ0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0545
 NJ0545  HISTORY     - Date     Condition        Report By
 NJ0545  HISTORY     - 1934     MONUMENTED       CGS
 NJ0545  HISTORY     - 1968     MARK NOT FOUND   LOCENG
 NJ0545
 NJ0545                          STATION DESCRIPTION
 NJ0545
 NJ0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0545'AT LOUISA.
 NJ0545'AT LOUISA, LINN COUNTY, 57 YARDS EAST OF THE CHICAGO, MILWAUKEE,
 NJ0545'ST. PAUL AND PACIFIC RAILROAD STATION, AT CONCRETE OVERPASS
 NJ0545'OF STATE HIGHWAY 11, IN THE TOP OF A CONCRETE CROSS BEAM, AT THE
 NJ0545'EAST SIDE OF THE CENTER POST, 3 INCHES FROM THE POST, 20 FEET
 NJ0545'SOUTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET HIGHER THAN
 NJ0545'THE TRACK.  A STANDARD DISK, STAMPED X 80 1934.
 NJ0545
 NJ0545                          STATION RECOVERY (1968)
 NJ0545
 NJ0545'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 NJ0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0546 ***********************************************************************
 NJ0546  DESIGNATION -  X 80 RESET
 NJ0546  PID         -  NJ0546
 NJ0546  STATE/COUNTY-  IA/LINN
 NJ0546  USGS QUAD   -  CEDAR RAPIDS NORTH (1994)
 NJ0546
 NJ0546                         *CURRENT SURVEY CONTROL
 NJ0546  ___________________________________________________________________
 NJ0546* NAD 83(1986)-  42 01 52.     (N)    091 40 04.     (W)     SCALED    
 NJ0546* NAVD 88     -       256.87   (meters)     842.7    (feet)  RESET     
 NJ0546  ___________________________________________________________________
 NJ0546  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 NJ0546
 NJ0546  VERT ORDER  -  THIRD
 NJ0546
 NJ0546.The horizontal coordinates were scaled from a topographic map and have
 NJ0546.an estimated accuracy of +/- 6 seconds.
 NJ0546
 NJ0546.The orthometric height was computed from unverified reset data.
 NJ0546
 NJ0546.The geoid height was determined by GEOID03.
 NJ0546
 NJ0546;                    North         East    Units  Estimated Accuracy
 NJ0546;SPC IA N     - 1,060,640.    1,651,720.      MT  (+/- 180 meters Scaled)
 NJ0546
 NJ0546                          SUPERSEDED SURVEY CONTROL
 NJ0546
 NJ0546.No superseded survey control is available for this station.
 NJ0546
 NJ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG102540(NAD 83)
 NJ0546_MARKER: DB = BENCH MARK DISK
 NJ0546_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NJ0546_SP_SET: BRIDGE ABUTMENT
 NJ0546_STAMPING: X 80 RESET 1969
 NJ0546_MARK LOGO: CGS   
 NJ0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0546+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 NJ0546
 NJ0546  HISTORY     - Date     Condition        Report By
 NJ0546  HISTORY     - 1968     MONUMENTED       LOCENG
 NJ0546  HISTORY     - 1969     GOOD             NGS
 NJ0546  HISTORY     - 19940330 GOOD             USGS
 NJ0546  HISTORY     - 20040820 GOOD             INDIV
 NJ0546
 NJ0546                          STATION DESCRIPTION
 NJ0546
 NJ0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NJ0546'AT CEDAR RAPIDS.
 NJ0546'IN THE NORTHERN PART OF CEDAR RAPIDS (ONCE KNOWN AS LOUISA),
 NJ0546'33 FEET LEFT OF THE CENTER LINE AT STATION 152+38.2, SET IN THE
 NJ0546'TOP OF THE WEST WINGWALL OF BRIDGE NUMBER 265 WHICH CARRIES IOWA
 NJ0546'HIGHWAY 150 OVER THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NJ0546'RAILROAD TRACKS.
 NJ0546
 NJ0546                          STATION RECOVERY (1994)
 NJ0546
 NJ0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (RLK)
 NJ0546'RECOVERED IN GOOD CONDITION.  NOTE--TABLET IN SOUTHWEST ABUTMENT OF
 NJ0546'BRIDGE OVER RAILROAD.
 NJ0546
 NJ0546                          STATION RECOVERY (2004)
 NJ0546
 NJ0546'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MLS)
 NJ0546'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0053 ***********************************************************************
 NK0053  DESIGNATION -  X 81
 NK0053  PID         -  NK0053
 NK0053  STATE/COUNTY-  IA/TAMA
 NK0053  USGS QUAD   -  DYSART (1971)
 NK0053
 NK0053                         *CURRENT SURVEY CONTROL
 NK0053  ___________________________________________________________________
 NK0053* NAD 83(1986)-  42 10 14.     (N)    092 18 18.     (W)     SCALED    
 NK0053* NAVD 88     -       299.017  (meters)     981.02   (feet)  ADJUSTED  
 NK0053  ___________________________________________________________________
 NK0053  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 NK0053  DYNAMIC HT  -         298.917 (meters)     980.70  (feet)  COMP
 NK0053  MODELED GRAV-     980,279.2   (mgal)                       NAVD 88
 NK0053
 NK0053  VERT ORDER  -  SECOND    CLASS 0
 NK0053
 NK0053.The horizontal coordinates were scaled from a topographic map and have
 NK0053.an estimated accuracy of +/- 6 seconds.
 NK0053
 NK0053.The orthometric height was determined by differential leveling
 NK0053.and adjusted by the National Geodetic Survey in June 1991..
 NK0053
 NK0053.The geoid height was determined by GEOID03.
 NK0053
 NK0053.The dynamic height is computed by dividing the NAVD 88
 NK0053.geopotential number by the normal gravity value computed on the
 NK0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0053.degrees latitude (g = 980.6199 gals.).
 NK0053
 NK0053.The modeled gravity was interpolated from observed gravity values.
 NK0053
 NK0053;                    North         East    Units  Estimated Accuracy
 NK0053;SPC IA N     - 1,075,180.    1,598,740.      MT  (+/- 180 meters Scaled)
 NK0053
 NK0053                          SUPERSEDED SURVEY CONTROL
 NK0053
 NK0053.No superseded survey control is available for this station.
 NK0053
 NK0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG574689(NAD 83)
 NK0053_MARKER: DB = BENCH MARK DISK
 NK0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0053_SP_SET: LIMESTONE FACING
 NK0053_STAMPING: X 81 1934
 NK0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0053
 NK0053  HISTORY     - Date     Condition        Report By
 NK0053  HISTORY     - 1934     MONUMENTED       CGS
 NK0053  HISTORY     - 1988     GOOD             USPSQD
 NK0053
 NK0053                          STATION DESCRIPTION
 NK0053
 NK0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0053'AT DYSART.
 NK0053'AT DYSART, TAMA COUNTY, AT THE DYSART NATIONAL BANK, IN THE
 NK0053'NORTH END OF THE LIMESTONE FACING, 1 FOOT SOUTH OF THE CORNER,
 NK0053'AND 4 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED X 81
 NK0053'1934 AND SET VERTICALLY.
 NK0053
 NK0053                          STATION RECOVERY (1988)
 NK0053
 NK0053'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLM)
 NK0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0043 ***********************************************************************
 MH0043  DESIGNATION -  X 82
 MH0043  PID         -  MH0043
 MH0043  STATE/COUNTY-  IA/TAMA
 MH0043  USGS QUAD   -  BELLE PLAINE (1968)
 MH0043
 MH0043                         *CURRENT SURVEY CONTROL
 MH0043  ___________________________________________________________________
 MH0043* NAD 83(1986)-  41 55 23.     (N)    092 18 17.     (W)     SCALED    
 MH0043* NAVD 88     -       240.585  (meters)     789.32   (feet)  ADJUSTED  
 MH0043  ___________________________________________________________________
 MH0043  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 MH0043  DYNAMIC HT  -         240.499 (meters)     789.04  (feet)  COMP
 MH0043  MODELED GRAV-     980,259.9   (mgal)                       NAVD 88
 MH0043
 MH0043  VERT ORDER  -  SECOND    CLASS 0
 MH0043
 MH0043.The horizontal coordinates were scaled from a topographic map and have
 MH0043.an estimated accuracy of +/- 6 seconds.
 MH0043
 MH0043.The orthometric height was determined by differential leveling
 MH0043.and adjusted by the National Geodetic Survey in June 1991..
 MH0043
 MH0043.The geoid height was determined by GEOID03.
 MH0043
 MH0043.The dynamic height is computed by dividing the NAVD 88
 MH0043.geopotential number by the normal gravity value computed on the
 MH0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0043.degrees latitude (g = 980.6199 gals.).
 MH0043
 MH0043.The modeled gravity was interpolated from observed gravity values.
 MH0043
 MH0043;                    North         East    Units  Estimated Accuracy
 MH0043;SPC IA N     - 1,047,690.    1,599,150.      MT  (+/- 180 meters Scaled)
 MH0043
 MH0043                          SUPERSEDED SURVEY CONTROL
 MH0043
 MH0043  NGVD 29 (??/??/92)  240.588  (m)          789.33   (f) ADJ UNCH    2 0
 MH0043
 MH0043.Superseded values are not recommended for survey control.
 MH0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0043.See file dsdata.txt to determine how the superseded data were derived.
 MH0043
 MH0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG576414(NAD 83)
 MH0043_MARKER: DB = BENCH MARK DISK
 MH0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0043_STAMPING: X 82 1934
 MH0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0043+STABILITY: SURFACE MOTION
 MH0043
 MH0043  HISTORY     - Date     Condition        Report By
 MH0043  HISTORY     - 1934     MONUMENTED       CGS
 MH0043
 MH0043                          STATION DESCRIPTION
 MH0043
 MH0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0043'1.7 MI S FROM IRVING.
 MH0043'1.7 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MH0043'THE STATION AT IRVING, TAMA COUNTY, 8 POLES SOUTH OF MILEPOST 3,
 MH0043'AT PRIVATE ROAD CROSSING, 60 FEET SOUTH OF THE CENTERLINE OF THE
 MH0043'GATE, 45 FEET WEST OF THE CENTERLINE OF THE TRACK, 3 FEET EAST OF
 MH0043'THE RIGHT-OF-WAY FENCE, 10 FEET WEST OF A POLE, AND 2 FEET LOWER
 MH0043'THAN THE RAIL.  A STANDARD DISK, STAMPED X 82 1934 AND SET IN THE
 MH0043'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0023 ***********************************************************************
 MH0023  DESIGNATION -  X 83
 MH0023  PID         -  MH0023
 MH0023  STATE/COUNTY-  IA/TAMA
 MH0023  USGS QUAD   -  BELLE PLAINE (1968)
 MH0023
 MH0023                         *CURRENT SURVEY CONTROL
 MH0023  ___________________________________________________________________
 MH0023* NAD 83(1986)-  41 54 15.     (N)    092 20 33.     (W)     SCALED    
 MH0023* NAVD 88     -       240.601  (meters)     789.37   (feet)  ADJUSTED  
 MH0023  ___________________________________________________________________
 MH0023  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 MH0023  DYNAMIC HT  -         240.514 (meters)     789.09  (feet)  COMP
 MH0023  MODELED GRAV-     980,254.8   (mgal)                       NAVD 88
 MH0023
 MH0023  VERT ORDER  -  SECOND    CLASS 0
 MH0023
 MH0023.The horizontal coordinates were scaled from a topographic map and have
 MH0023.an estimated accuracy of +/- 6 seconds.
 MH0023
 MH0023.The orthometric height was determined by differential leveling
 MH0023.and adjusted by the National Geodetic Survey in June 1991..
 MH0023
 MH0023.The geoid height was determined by GEOID03.
 MH0023
 MH0023.The dynamic height is computed by dividing the NAVD 88
 MH0023.geopotential number by the normal gravity value computed on the
 MH0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0023.degrees latitude (g = 980.6199 gals.).
 MH0023
 MH0023.The modeled gravity was interpolated from observed gravity values.
 MH0023
 MH0023;                    North         East    Units  Estimated Accuracy
 MH0023;SPC IA N     - 1,045,550.    1,596,040.      MT  (+/- 180 meters Scaled)
 MH0023
 MH0023                          SUPERSEDED SURVEY CONTROL
 MH0023
 MH0023  NGVD 29 (??/??/92)  240.601  (m)          789.37   (f) ADJ UNCH    2 0
 MH0023
 MH0023.Superseded values are not recommended for survey control.
 MH0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0023.See file dsdata.txt to determine how the superseded data were derived.
 MH0023
 MH0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG545393(NAD 83)
 MH0023_MARKER: DB = BENCH MARK DISK
 MH0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0023_SP_SET: BRIDGE
 MH0023_STAMPING: X 83 1934
 MH0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0023+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 MH0023
 MH0023  HISTORY     - Date     Condition        Report By
 MH0023  HISTORY     - 1934     MONUMENTED       CGS
 MH0023  HISTORY     - 20040927 GOOD             GEOCAC
 MH0023
 MH0023                          STATION DESCRIPTION
 MH0023
 MH0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0023'3 MI SE FROM CHELSEA.
 MH0023'3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MH0023'FROM THE STATION AT CHELSEA, TAMA COUNTY, 3 POLES EAST OF
 MH0023'MILEPOST 120, AT 15-FOOT CONCRETE BRIDGE 356, IN THE NORTH END
 MH0023'OF THE WEST CONCRETE ABUTMENT, 10 FEET NORTH OF THE CENTERLINE
 MH0023'OF THE NORTH TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A
 MH0023'STANDARD DISK, STAMPED X 83 1934.
 MH0023
 MH0023                          STATION RECOVERY (2004)
 MH0023
 MH0023'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0023'ABOUT 3 FEET LOWER THAN THE TOP OF THE BACKWALL, CENTERED 16 INCHES
 MH0023'FROM THE EAST EDGE AND 7.5 INCHES FROM THE NORTH EDGE OF THE NORTH END
 MH0023'OF THE WEST CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0033 ***********************************************************************
 MH0033  DESIGNATION -  X 85
 MH0033  PID         -  MH0033
 MH0033  STATE/COUNTY-  IA/IOWA
 MH0033  USGS QUAD   -  NORTH ENGLISH (1968)
 MH0033
 MH0033                         *CURRENT SURVEY CONTROL
 MH0033  ___________________________________________________________________
 MH0033* NAD 83(1986)-  41 33 15.     (N)    092 01 27.     (W)     SCALED    
 MH0033* NAVD 88     -       223.309  (meters)     732.64   (feet)  ADJUSTED  
 MH0033  ___________________________________________________________________
 MH0033  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 MH0033  DYNAMIC HT  -         223.218 (meters)     732.34  (feet)  COMP
 MH0033  MODELED GRAV-     980,210.9   (mgal)                       NAVD 88
 MH0033
 MH0033  VERT ORDER  -  SECOND    CLASS 0
 MH0033
 MH0033.The horizontal coordinates were scaled from a topographic map and have
 MH0033.an estimated accuracy of +/- 6 seconds.
 MH0033
 MH0033.The orthometric height was determined by differential leveling
 MH0033.and adjusted by the National Geodetic Survey in June 1991..
 MH0033
 MH0033.The geoid height was determined by GEOID03.
 MH0033
 MH0033.The dynamic height is computed by dividing the NAVD 88
 MH0033.geopotential number by the normal gravity value computed on the
 MH0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0033.degrees latitude (g = 980.6199 gals.).
 MH0033
 MH0033.The modeled gravity was interpolated from observed gravity values.
 MH0033
 MH0033;                    North         East    Units  Estimated Accuracy
 MH0033;SPC IA S     -   173,640.      623,110.      MT  (+/- 180 meters Scaled)
 MH0033
 MH0033                          SUPERSEDED SURVEY CONTROL
 MH0033
 MH0033  NGVD 29 (??/??/92)  223.329  (m)          732.71   (f) ADJ UNCH    2 0
 MH0033
 MH0033.Superseded values are not recommended for survey control.
 MH0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0033.See file dsdata.txt to determine how the superseded data were derived.
 MH0033
 MH0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG813007(NAD 83)
 MH0033_MARKER: DB = BENCH MARK DISK
 MH0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0033_STAMPING: X 85 1934
 MH0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0033+STABILITY: SURFACE MOTION
 MH0033
 MH0033  HISTORY     - Date     Condition        Report By
 MH0033  HISTORY     - 1934     MONUMENTED       CGS
 MH0033  HISTORY     - 1982     MARK NOT FOUND   NGS
 MH0033
 MH0033                          STATION DESCRIPTION
 MH0033
 MH0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0033'2.5 MI SW FROM PARNELL.
 MH0033'2.5 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MH0033'PACIFIC RAILROAD FROM THE STATION AT PARNELL, IOWA COUNTY, 4-1/2
 MH0033'POLES NORTHEAST OF MILEPOST 44, AT A PUBLIC ROAD CROSSING, 27
 MH0033'FEET EAST OF THE CENTERLINE OF THE TRACK, 24 FEET NORTH OF THE
 MH0033'CENTERLINE OF THE ROAD, 18 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 MH0033'9 FEET WEST OF A POWERLINE POLE, AND LEVEL WITH THE RAIL.  A
 MH0033'STANDARD DISK, STAMPED X 85 1934 AND SET IN THE TOP OF A CONCRETE
 MH0033'POST.
 MH0033
 MH0033                          STATION RECOVERY (1982)
 MH0033
 MH0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MH0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0157 ***********************************************************************
 MH0157  DESIGNATION -  X 87
 MH0157  PID         -  MH0157
 MH0157  STATE/COUNTY-  IA/POWESHIEK
 MH0157  USGS QUAD   -  GRINNELL SOUTH (1979)
 MH0157
 MH0157                         *CURRENT SURVEY CONTROL
 MH0157  ___________________________________________________________________
 MH0157* NAD 83(1986)-  41 43 26.     (N)    092 43 18.     (W)     SCALED    
 MH0157* NAVD 88     -       307.244  (meters)    1008.02   (feet)  ADJUSTED  
 MH0157  ___________________________________________________________________
 MH0157  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 MH0157  DYNAMIC HT  -         307.120 (meters)    1007.61  (feet)  COMP
 MH0157  MODELED GRAV-     980,212.9   (mgal)                       NAVD 88
 MH0157
 MH0157  VERT ORDER  -  SECOND    CLASS 0
 MH0157
 MH0157.The horizontal coordinates were scaled from a topographic map and have
 MH0157.an estimated accuracy of +/- 6 seconds.
 MH0157
 MH0157.The orthometric height was determined by differential leveling
 MH0157.and adjusted by the National Geodetic Survey in June 1991..
 MH0157
 MH0157.The geoid height was determined by GEOID03.
 MH0157
 MH0157.The dynamic height is computed by dividing the NAVD 88
 MH0157.geopotential number by the normal gravity value computed on the
 MH0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0157.degrees latitude (g = 980.6199 gals.).
 MH0157
 MH0157.The modeled gravity was interpolated from observed gravity values.
 MH0157
 MH0157;                    North         East    Units  Estimated Accuracy
 MH0157;SPC IA S     -   191,730.      564,760.      MT  (+/- 180 meters Scaled)
 MH0157
 MH0157                          SUPERSEDED SURVEY CONTROL
 MH0157
 MH0157  NGVD 29 (??/??/92)  307.220  (m)         1007.94   (f) ADJ UNCH    2 0
 MH0157
 MH0157.Superseded values are not recommended for survey control.
 MH0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0157.See file dsdata.txt to determine how the superseded data were derived.
 MH0157
 MH0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG231191(NAD 83)
 MH0157_MARKER: DB = BENCH MARK DISK
 MH0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0157_STAMPING: X 87 1934
 MH0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0157+STABILITY: SURFACE MOTION
 MH0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0157+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 MH0157
 MH0157  HISTORY     - Date     Condition        Report By
 MH0157  HISTORY     - 1934     MONUMENTED       CGS
 MH0157  HISTORY     - 1988     GOOD             USPSQD
 MH0157  HISTORY     - 20040913 GOOD             GEOCAC
 MH0157
 MH0157                          STATION DESCRIPTION
 MH0157
 MH0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0157'1.2 MI S FROM GRINNELL.
 MH0157'1.2 MILES SOUTH ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD FROM
 MH0157'THE STATION AT GRINNELL, POWESHIEK COUNTY, 63 FEET NORTH OF MILEPOST
 MH0157'270, AT A PUBLIC-ROAD CROSSING, 24 FEET SOUTH OF THE CENTERLINE
 MH0157'OF THE ROAD, 44 FEET EAST OF THE CENTERLINE OF THE TRACK, 1 FOOT
 MH0157'WEST AND 5 FEET SOUTH OF A RIGHT-OF-WAY FENCE CORNER, AND 1 FOOT
 MH0157'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED X 87 1934 AND SET
 MH0157'IN THE TOP OF A CONCRETE POST.
 MH0157
 MH0157                          STATION RECOVERY (1988)
 MH0157
 MH0157'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLM)
 MH0157'RECOVERED IN GOOD CONDITION.
 MH0157
 MH0157                          STATION RECOVERY (2004)
 MH0157
 MH0157'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 MH0157'HANDHELD COORDINATES N41 43.451 W92 43.281
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0111 ***********************************************************************
 NL0111  DESIGNATION -  X 88
 NL0111  PID         -  NL0111
 NL0111  STATE/COUNTY-  IA/BOONE
 NL0111  USGS QUAD   -  GRAND JUNCTION (1982)
 NL0111
 NL0111                         *CURRENT SURVEY CONTROL
 NL0111  ___________________________________________________________________
 NL0111* NAD 83(1986)-  42 02 05.     (N)    094 11 02.     (W)     SCALED    
 NL0111* NAVD 88     -       313.555  (meters)    1028.72   (feet)  ADJUSTED  
 NL0111  ___________________________________________________________________
 NL0111  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 NL0111  DYNAMIC HT  -         313.467 (meters)    1028.43  (feet)  COMP
 NL0111  MODELED GRAV-     980,331.0   (mgal)                       NAVD 88
 NL0111
 NL0111  VERT ORDER  -  SECOND    CLASS 0
 NL0111
 NL0111.The horizontal coordinates were scaled from a topographic map and have
 NL0111.an estimated accuracy of +/- 6 seconds.
 NL0111
 NL0111.The orthometric height was determined by differential leveling
 NL0111.and adjusted by the National Geodetic Survey in June 1991..
 NL0111
 NL0111.The geoid height was determined by GEOID03.
 NL0111
 NL0111.The dynamic height is computed by dividing the NAVD 88
 NL0111.geopotential number by the normal gravity value computed on the
 NL0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0111.degrees latitude (g = 980.6199 gals.).
 NL0111
 NL0111.The modeled gravity was interpolated from observed gravity values.
 NL0111
 NL0111;                    North         East    Units  Estimated Accuracy
 NL0111;SPC IA N     - 1,059,620.    1,443,370.      MT  (+/- 180 meters Scaled)
 NL0111
 NL0111                          SUPERSEDED SURVEY CONTROL
 NL0111
 NL0111  NGVD 29 (??/??/92)  313.539  (m)         1028.67   (f) ADJ UNCH    2 0
 NL0111
 NL0111.Superseded values are not recommended for survey control.
 NL0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0111.See file dsdata.txt to determine how the superseded data were derived.
 NL0111
 NL0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG020543(NAD 83)
 NL0111_MARKER: DB = BENCH MARK DISK
 NL0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0111_SP_SET: CULVERT
 NL0111_STAMPING: X 88 1935
 NL0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0111
 NL0111  HISTORY     - Date     Condition        Report By
 NL0111  HISTORY     - 1935     MONUMENTED       CGS
 NL0111
 NL0111                          STATION DESCRIPTION
 NL0111
 NL0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0111'2.2 MI W FROM BEAVER.
 NL0111'2.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0111'FROM THE STATION AT BEAVER, BOONE COUNTY, 100 FEET WEST OF
 NL0111'CULVERT 717, AT A ROAD CROSSING, 60 FEET NORTH OF THE CENTERLINE
 NL0111'OF THE NORTH TRACK, AT A CULVERT UNDER THE ROAD, IN THE CENTER
 NL0111'OF THE TOP OF THE WEST HEAD WALL, AND 3 FEET LOWER THAN THE
 NL0111'TRACK.  A STANDARD DISK, STAMPED X 88 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0187 ***********************************************************************
 NL0187  DESIGNATION -  X 89
 NL0187  PID         -  NL0187
 NL0187  STATE/COUNTY-  IA/CARROLL
 NL0187  USGS QUAD   -  CARROLL EAST (1980)
 NL0187
 NL0187                         *CURRENT SURVEY CONTROL
 NL0187  ___________________________________________________________________
 NL0187* NAD 83(1986)-  42 03 18.     (N)    094 49 23.     (W)     SCALED    
 NL0187* NAVD 88     -       369.852  (meters)    1213.42   (feet)  ADJUSTED  
 NL0187  ___________________________________________________________________
 NL0187  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 NL0187  DYNAMIC HT  -         369.706 (meters)    1212.94  (feet)  COMP
 NL0187  MODELED GRAV-     980,215.3   (mgal)                       NAVD 88
 NL0187
 NL0187  VERT ORDER  -  SECOND    CLASS 0
 NL0187
 NL0187.The horizontal coordinates were scaled from a topographic map and have
 NL0187.an estimated accuracy of +/- 6 seconds.
 NL0187
 NL0187.The orthometric height was determined by differential leveling
 NL0187.and adjusted by the National Geodetic Survey in June 1991..
 NL0187
 NL0187.The geoid height was determined by GEOID03.
 NL0187
 NL0187.The dynamic height is computed by dividing the NAVD 88
 NL0187.geopotential number by the normal gravity value computed on the
 NL0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0187.degrees latitude (g = 980.6199 gals.).
 NL0187
 NL0187.The modeled gravity was interpolated from observed gravity values.
 NL0187
 NL0187;                    North         East    Units  Estimated Accuracy
 NL0187;SPC IA N     - 1,062,510.    1,390,480.      MT  (+/- 180 meters Scaled)
 NL0187
 NL0187                          SUPERSEDED SURVEY CONTROL
 NL0187
 NL0187  NGVD 29 (??/??/92)  369.758  (m)         1213.11   (f) ADJ UNCH    2 0
 NL0187
 NL0187.Superseded values are not recommended for survey control.
 NL0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0187.See file dsdata.txt to determine how the superseded data were derived.
 NL0187
 NL0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG491574(NAD 83)
 NL0187_MARKER: DB = BENCH MARK DISK
 NL0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0187_STAMPING: X 89 1935
 NL0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0187+STABILITY: SURFACE MOTION
 NL0187
 NL0187  HISTORY     - Date     Condition        Report By
 NL0187  HISTORY     - 1935     MONUMENTED       CGS
 NL0187
 NL0187                          STATION DESCRIPTION
 NL0187
 NL0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0187'2.6 MI E FROM CARROLL.
 NL0187'2.6 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0187'THE STATION AT CARROLL, CARROLL COUNTY, AT A ROAD CROSSING, 47
 NL0187'FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, 32 FEET WEST OF
 NL0187'THE CENTERLINE OF THE ROAD, 9 FEET NORTHWEST OF A POLE, 6 FEET
 NL0187'SOUTH OF A FENCE CORNER, AND ABOUT 5 FEET LOWER THAN THE TRACK.
 NL0187'A STANDARD DISK, STAMPED X 89 1935 AND SET IN THE TOP OF A CONCRETE
 NL0187'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0117 ***********************************************************************
 OQ0117  DESIGNATION -  X 9
 OQ0117  PID         -  OQ0117
 OQ0117  STATE/COUNTY-  IA/SIOUX
 OQ0117  USGS QUAD   -  ROCK VALLEY (1968)
 OQ0117
 OQ0117                         *CURRENT SURVEY CONTROL
 OQ0117  ___________________________________________________________________
 OQ0117* NAD 83(1986)-  43 12 57.     (N)    096 20 39.     (W)     SCALED    
 OQ0117* NAVD 88     -       391.420  (meters)    1284.18   (feet)  ADJUSTED  
 OQ0117  ___________________________________________________________________
 OQ0117  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OQ0117  DYNAMIC HT  -         391.310 (meters)    1283.82  (feet)  COMP
 OQ0117  MODELED GRAV-     980,328.4   (mgal)                       NAVD 88
 OQ0117
 OQ0117  VERT ORDER  -  SECOND    CLASS 0
 OQ0117
 OQ0117.The horizontal coordinates were scaled from a topographic map and have
 OQ0117.an estimated accuracy of +/- 6 seconds.
 OQ0117
 OQ0117.The orthometric height was determined by differential leveling
 OQ0117.and adjusted by the National Geodetic Survey in June 1991..
 OQ0117
 OQ0117.The geoid height was determined by GEOID03.
 OQ0117
 OQ0117.The dynamic height is computed by dividing the NAVD 88
 OQ0117.geopotential number by the normal gravity value computed on the
 OQ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0117.degrees latitude (g = 980.6199 gals.).
 OQ0117
 OQ0117.The modeled gravity was interpolated from observed gravity values.
 OQ0117
 OQ0117;                    North         East    Units  Estimated Accuracy
 OQ0117;SPC IA N     - 1,194,480.    1,268,940.      MT  (+/- 180 meters Scaled)
 OQ0117
 OQ0117                          SUPERSEDED SURVEY CONTROL
 OQ0117
 OQ0117  NGVD 29 (??/??/92)  391.193  (m)         1283.44   (f) ADJ UNCH    2 0
 OQ0117
 OQ0117.Superseded values are not recommended for survey control.
 OQ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0117.See file dsdata.txt to determine how the superseded data were derived.
 OQ0117
 OQ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN157882(NAD 83)
 OQ0117_MARKER: DB = BENCH MARK DISK
 OQ0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0117_STAMPING: X 9 1934
 OQ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0117+STABILITY: SURFACE MOTION
 OQ0117
 OQ0117  HISTORY     - Date     Condition        Report By
 OQ0117  HISTORY     - 1934     MONUMENTED       CGS
 OQ0117
 OQ0117                          STATION DESCRIPTION
 OQ0117
 OQ0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0117'2.7 MI NW FROM ROCK VALLEY.
 OQ0117'2.7 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0117'PACIFIC RAILROAD FROM THE STATION AT ROCK VALLEY, 0.4 MILE
 OQ0117'SOUTHEAST OF MILEPOST 279, 0.1 MILE NORTHWEST OF A SECTION-ROAD
 OQ0117'CROSSING, 45.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 1.5
 OQ0117'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OQ0117'STAMPED X 9 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OQ0117'ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0343 ***********************************************************************
 MJ0343  DESIGNATION -  X 90
 MJ0343  PID         -  MJ0343
 MJ0343  STATE/COUNTY-  IA/CRAWFORD
 MJ0343  USGS QUAD   -  DOW CITY (1971)
 MJ0343
 MJ0343                         *CURRENT SURVEY CONTROL
 MJ0343  ___________________________________________________________________
 MJ0343* NAD 83(1986)-  41 55 16.     (N)    095 24 31.     (W)     SCALED    
 MJ0343* NAVD 88     -       369.228  (meters)    1211.38   (feet)  ADJUSTED  
 MJ0343  ___________________________________________________________________
 MJ0343  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 MJ0343  DYNAMIC HT  -         369.060 (meters)    1210.82  (feet)  COMP
 MJ0343  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 MJ0343
 MJ0343  VERT ORDER  -  SECOND    CLASS 0
 MJ0343
 MJ0343.The horizontal coordinates were scaled from a topographic map and have
 MJ0343.an estimated accuracy of +/- 6 seconds.
 MJ0343
 MJ0343.The orthometric height was determined by differential leveling
 MJ0343.and adjusted by the National Geodetic Survey in June 1991..
 MJ0343
 MJ0343.The geoid height was determined by GEOID03.
 MJ0343
 MJ0343.The dynamic height is computed by dividing the NAVD 88
 MJ0343.geopotential number by the normal gravity value computed on the
 MJ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0343.degrees latitude (g = 980.6199 gals.).
 MJ0343
 MJ0343.The modeled gravity was interpolated from observed gravity values.
 MJ0343
 MJ0343;                    North         East    Units  Estimated Accuracy
 MJ0343;SPC IA N     - 1,048,560.    1,341,680.      MT  (+/- 180 meters Scaled)
 MJ0343
 MJ0343                          SUPERSEDED SURVEY CONTROL
 MJ0343
 MJ0343  NGVD 29 (??/??/92)  369.088  (m)         1210.92   (f) ADJ UNCH    2 0
 MJ0343
 MJ0343.Superseded values are not recommended for survey control.
 MJ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0343.See file dsdata.txt to determine how the superseded data were derived.
 MJ0343
 MJ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG002438(NAD 83)
 MJ0343_MARKER: DB = BENCH MARK DISK
 MJ0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0343_STAMPING: X 90 1935
 MJ0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0343+STABILITY: SURFACE MOTION
 MJ0343
 MJ0343  HISTORY     - Date     Condition        Report By
 MJ0343  HISTORY     - 1935     MONUMENTED       CGS
 MJ0343
 MJ0343                          STATION DESCRIPTION
 MJ0343
 MJ0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0343'0.7 MI NW FROM BUCK GROVE.
 MJ0343'0.7 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0343'PACIFIC RAILROAD FROM THE STATION AT BUCK GROVE, CRAWFORD COUNTY,
 MJ0343'27 FEET NORTHEAST OF CULVERT T 37, AT A ROAD CROSSING, 105 FEET
 MJ0343'SOUTHEAST OF THE ROAD, 32 FEET NORTHEAST OF THE CENTERLINE OF THE
 MJ0343'TRACK, 3 FEET SOUTHWEST OF A POLE, AND LEVEL WITH THE TRACK.  A
 MJ0343'STANDARD DISK, STAMPED X 90 1935 AND SET IN THE TOP OF A CONCRETE
 MJ0343'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0362 ***********************************************************************
 NL0362  DESIGNATION -  X 91
 NL0362  PID         -  NL0362
 NL0362  STATE/COUNTY-  IA/WOODBURY
 NL0362  USGS QUAD   -  SMITHLAND (1969)
 NL0362
 NL0362                         *CURRENT SURVEY CONTROL
 NL0362  ___________________________________________________________________
 NL0362* NAD 83(1986)-  42 12 57.     (N)    095 54 17.     (W)     SCALED    
 NL0362* NAVD 88     -       337.867  (meters)    1108.49   (feet)  ADJUSTED  
 NL0362  ___________________________________________________________________
 NL0362  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 NL0362  DYNAMIC HT  -         337.748 (meters)    1108.09  (feet)  COMP
 NL0362  MODELED GRAV-     980,257.6   (mgal)                       NAVD 88
 NL0362
 NL0362  VERT ORDER  -  SECOND    CLASS 0
 NL0362
 NL0362.The horizontal coordinates were scaled from a topographic map and have
 NL0362.an estimated accuracy of +/- 6 seconds.
 NL0362
 NL0362.The orthometric height was determined by differential leveling
 NL0362.and adjusted by the National Geodetic Survey in June 1991..
 NL0362
 NL0362.The geoid height was determined by GEOID03.
 NL0362
 NL0362.The dynamic height is computed by dividing the NAVD 88
 NL0362.geopotential number by the normal gravity value computed on the
 NL0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0362.degrees latitude (g = 980.6199 gals.).
 NL0362
 NL0362.The modeled gravity was interpolated from observed gravity values.
 NL0362
 NL0362;                    North         East    Units  Estimated Accuracy
 NL0362;SPC IA N     - 1,082,340.    1,301,470.      MT  (+/- 180 meters Scaled)
 NL0362
 NL0362                          SUPERSEDED SURVEY CONTROL
 NL0362
 NL0362  NGVD 29 (??/??/92)  337.72   (m)         1108.0    (f) COMPUTED    2 0
 NL0362
 NL0362.Superseded values are not recommended for survey control.
 NL0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0362.See file dsdata.txt to determine how the superseded data were derived.
 NL0362
 NL0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG602778(NAD 83)
 NL0362_MARKER: DB = BENCH MARK DISK
 NL0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0362_STAMPING: X 91 1935
 NL0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0362+STABILITY: SURFACE MOTION
 NL0362
 NL0362  HISTORY     - Date     Condition        Report By
 NL0362  HISTORY     - 1935     MONUMENTED       CGS
 NL0362
 NL0362                          STATION DESCRIPTION
 NL0362
 NL0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0362'1.2 MI S FROM SMITHLAND.
 NL0362'1.2 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 NL0362'THE STATION AT SMITHLAND, THENCE 1.0 MILE EAST ALONG THE CHICAGO,
 NL0362'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 10 POLES EAST OF MILEPOST
 NL0362'51, AT THE OVERHEAD CROSSING OF STATE HIGHWAY 141, 69 FEET
 NL0362'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 50 FEET SOUTHEAST
 NL0362'OF THE CENTERLINE OF THE TRACK, 4.5 FEET SOUTHWEST OF A
 NL0362'POWER-TRANSMISSION LINE POLE, AT THE RIGHT-OF-WAY FENCE, 4 FEET
 NL0362'NORTHWEST OF THE FENCE CORNER, AND ABOUT 2-1/2 FEET LOWER THAN
 NL0362'THE TRACK.  A STANDARD DISK, STAMPED X 91 1935 AND SET IN THE
 NL0362'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0140 ***********************************************************************
 NL0140  DESIGNATION -  X 93
 NL0140  PID         -  NL0140
 NL0140  STATE/COUNTY-  IA/CARROLL
 NL0140  USGS QUAD   -  CARROLL WEST (1980)
 NL0140
 NL0140                         *CURRENT SURVEY CONTROL
 NL0140  ___________________________________________________________________
 NL0140* NAD 83(1986)-  42 04 46.     (N)    094 53 56.     (W)     SCALED    
 NL0140* NAVD 88     -       380.994  (meters)    1249.98   (feet)  ADJUSTED  
 NL0140  ___________________________________________________________________
 NL0140  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 NL0140  DYNAMIC HT  -         380.833 (meters)    1249.45  (feet)  COMP
 NL0140  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 NL0140
 NL0140  VERT ORDER  -  SECOND    CLASS 0
 NL0140
 NL0140.The horizontal coordinates were scaled from a topographic map and have
 NL0140.an estimated accuracy of +/- 6 seconds.
 NL0140
 NL0140.The orthometric height was determined by differential leveling
 NL0140.and adjusted by the National Geodetic Survey in June 1991..
 NL0140
 NL0140.The geoid height was determined by GEOID03.
 NL0140
 NL0140.The dynamic height is computed by dividing the NAVD 88
 NL0140.geopotential number by the normal gravity value computed on the
 NL0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0140.degrees latitude (g = 980.6199 gals.).
 NL0140
 NL0140.The modeled gravity was interpolated from observed gravity values.
 NL0140
 NL0140;                    North         East    Units  Estimated Accuracy
 NL0140;SPC IA N     - 1,065,320.    1,384,250.      MT  (+/- 180 meters Scaled)
 NL0140
 NL0140                          SUPERSEDED SURVEY CONTROL
 NL0140
 NL0140  NGVD 29 (??/??/92)  380.884  (m)         1249.62   (f) ADJ UNCH    2 0
 NL0140
 NL0140.Superseded values are not recommended for survey control.
 NL0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0140.See file dsdata.txt to determine how the superseded data were derived.
 NL0140
 NL0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG429603(NAD 83)
 NL0140_MARKER: DB = BENCH MARK DISK
 NL0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NL0140_SP_SET: BRIDGE
 NL0140_STAMPING: X 93 1935
 NL0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NL0140
 NL0140  HISTORY     - Date     Condition        Report By
 NL0140  HISTORY     - 1935     MONUMENTED       CGS
 NL0140  HISTORY     - 1943     GOOD             NGS
 NL0140  HISTORY     - 1978     GOOD             LOCENG
 NL0140
 NL0140                          STATION DESCRIPTION
 NL0140
 NL0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0140'1.7 MI NW FROM CARROLL.
 NL0140'1.7 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0140'FROM THE STATION AT CARROLL, CARROLL COUNTY, 8 POLES NORTHWEST
 NL0140'OF A U.S. HIGHWAY 30 OVERPASS, AT A BRIDGE, IN THE TOP OF THE
 NL0140'SOUTHWEST END OF THE SOUTHEAST STONE ABUTMENT, AND ABOUT 1 FOOT
 NL0140'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED X 93 1935.
 NL0140
 NL0140                          STATION RECOVERY (1978)
 NL0140
 NL0140'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 NL0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0302 ***********************************************************************
 MJ0302  DESIGNATION -  X 95
 MJ0302  PID         -  MJ0302
 MJ0302  STATE/COUNTY-  IA/CRAWFORD
 MJ0302  USGS QUAD   -  MANILLA (1978)
 MJ0302
 MJ0302                         *CURRENT SURVEY CONTROL
 MJ0302  ___________________________________________________________________
 MJ0302* NAD 83(1986)-  41 53 30.     (N)    095 14 08.     (W)     SCALED    
 MJ0302* NAVD 88     -       401.427  (meters)    1317.02   (feet)  ADJUSTED  
 MJ0302  ___________________________________________________________________
 MJ0302  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 MJ0302  DYNAMIC HT  -         401.240 (meters)    1316.40  (feet)  COMP
 MJ0302  MODELED GRAV-     980,146.4   (mgal)                       NAVD 88
 MJ0302
 MJ0302  VERT ORDER  -  SECOND    CLASS 0
 MJ0302
 MJ0302.The horizontal coordinates were scaled from a topographic map and have
 MJ0302.an estimated accuracy of +/- 6 seconds.
 MJ0302
 MJ0302.The orthometric height was determined by differential leveling
 MJ0302.and adjusted by the National Geodetic Survey in June 1991..
 MJ0302
 MJ0302.The geoid height was determined by GEOID03.
 MJ0302
 MJ0302.The dynamic height is computed by dividing the NAVD 88
 MJ0302.geopotential number by the normal gravity value computed on the
 MJ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0302.degrees latitude (g = 980.6199 gals.).
 MJ0302
 MJ0302.The modeled gravity was interpolated from observed gravity values.
 MJ0302
 MJ0302;                    North         East    Units  Estimated Accuracy
 MJ0302;SPC IA N     - 1,044,980.    1,355,970.      MT  (+/- 180 meters Scaled)
 MJ0302
 MJ0302                          SUPERSEDED SURVEY CONTROL
 MJ0302
 MJ0302  NGVD 29 (??/??/92)  401.284  (m)         1316.55   (f) ADJ UNCH    2 0
 MJ0302
 MJ0302.Superseded values are not recommended for survey control.
 MJ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0302.See file dsdata.txt to determine how the superseded data were derived.
 MJ0302
 MJ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG145401(NAD 83)
 MJ0302_MARKER: DB = BENCH MARK DISK
 MJ0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0302_STAMPING: 1316.434 X 95 1935
 MJ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0302+STABILITY: SURFACE MOTION
 MJ0302
 MJ0302  HISTORY     - Date     Condition        Report By
 MJ0302  HISTORY     - 1935     MONUMENTED       CGS
 MJ0302  HISTORY     - 1942     GOOD             NGS
 MJ0302
 MJ0302                          STATION DESCRIPTION
 MJ0302
 MJ0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MJ0302'AT MANILLA.
 MJ0302'AT MANILLA, CRAWFORD COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MJ0302'AND PACIFIC RAILROAD, 57 FEET NORTHWEST OF THE SOUTHWEST CORNER
 MJ0302'OF THE STATION, 27.5 FEET SOUTH OF A CREOSOTED POLE, 18.5 FEET
 MJ0302'NORTHEAST OF THE CENTER OF A MANHOLE COVER, AND LEVEL WITH THE
 MJ0302'TOP OF THE RAIL.  A STANDARD DISK, STAMPED 1316.434 X 95 1935 AND
 MJ0302'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0256 ***********************************************************************
 LF0256  DESIGNATION -  X 97
 LF0256  PID         -  LF0256
 LF0256  STATE/COUNTY-  IA/MILLS
 LF0256  USGS QUAD   -  IMOGENE (1978)
 LF0256
 LF0256                         *CURRENT SURVEY CONTROL
 LF0256  ___________________________________________________________________
 LF0256* NAD 83(1986)-  40 54 37.     (N)    095 27 40.     (W)     SCALED    
 LF0256* NAVD 88     -       351.546  (meters)    1153.36   (feet)  ADJUSTED  
 LF0256  ___________________________________________________________________
 LF0256  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LF0256  DYNAMIC HT  -         351.369 (meters)    1152.78  (feet)  COMP
 LF0256  MODELED GRAV-     980,110.0   (mgal)                       NAVD 88
 LF0256
 LF0256  VERT ORDER  -  SECOND    CLASS 0
 LF0256
 LF0256.The horizontal coordinates were scaled from a topographic map and have
 LF0256.an estimated accuracy of +/- 6 seconds.
 LF0256
 LF0256.The orthometric height was determined by differential leveling
 LF0256.and adjusted by the National Geodetic Survey in June 1991..
 LF0256
 LF0256.The geoid height was determined by GEOID03.
 LF0256
 LF0256.The dynamic height is computed by dividing the NAVD 88
 LF0256.geopotential number by the normal gravity value computed on the
 LF0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0256.degrees latitude (g = 980.6199 gals.).
 LF0256
 LF0256.The modeled gravity was interpolated from observed gravity values.
 LF0256
 LF0256;                    North         East    Units  Estimated Accuracy
 LF0256;SPC IA S     -   102,950.      334,800.      MT  (+/- 180 meters Scaled)
 LF0256
 LF0256                          SUPERSEDED SURVEY CONTROL
 LF0256
 LF0256  NGVD 29 (??/??/92)  351.424  (m)         1152.96   (f) ADJ UNCH    2 0
 LF0256
 LF0256.Superseded values are not recommended for survey control.
 LF0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0256.See file dsdata.txt to determine how the superseded data were derived.
 LF0256
 LF0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF927317(NAD 83)
 LF0256_MARKER: DB = BENCH MARK DISK
 LF0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0256_STAMPING: X 97 1935
 LF0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0256+STABILITY: SURFACE MOTION
 LF0256
 LF0256  HISTORY     - Date     Condition        Report By
 LF0256  HISTORY     - 1935     MONUMENTED       CGS
 LF0256  HISTORY     - 1968     MARK NOT FOUND   SCS
 LF0256  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0256
 LF0256                          STATION DESCRIPTION
 LF0256
 LF0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0256'3.6 MI SE FROM STRAHAN.
 LF0256'3.6 MILES SOUTHEAST ALONG THE WABASH RAILROAD FROM THE STATION
 LF0256'AT STRAHAN, MILLS COUNTY, 12 POLES SOUTHEAST OF MILEPOST 375-39,
 LF0256'AT A ROAD CROSSING, 54 FEET WEST OF THE CENTERLINE OF THE ROAD,
 LF0256'47 FEET NORTH OF THE CENTERLINE OF THE TRACK, 18 FEET WEST AND
 LF0256'4 FEET SOUTH OF A FENCE CORNER, 4 FEET SOUTH OF THE FENCE,
 LF0256'AND 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LF0256'X 97 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0256
 LF0256                          STATION RECOVERY (1968)
 LF0256
 LF0256'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1968
 LF0256'MARK NOT FOUND.
 LF0256
 LF0256                          STATION RECOVERY (1976)
 LF0256
 LF0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0438 ***********************************************************************
 MJ0438  DESIGNATION -  X 98
 MJ0438  PID         -  MJ0438
 MJ0438  STATE/COUNTY-  IA/MONTGOMERY
 MJ0438  USGS QUAD   -  GRISWOLD (1978)
 MJ0438
 MJ0438                         *CURRENT SURVEY CONTROL
 MJ0438  ___________________________________________________________________
 MJ0438* NAD 83(1986)-  41 08 00.     (N)    095 09 53.     (W)     SCALED    
 MJ0438* NAVD 88     -       325.262  (meters)    1067.13   (feet)  ADJUSTED  
 MJ0438  ___________________________________________________________________
 MJ0438  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 MJ0438  DYNAMIC HT  -         325.123 (meters)    1066.67  (feet)  COMP
 MJ0438  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 MJ0438
 MJ0438  VERT ORDER  -  SECOND    CLASS 0
 MJ0438
 MJ0438.The horizontal coordinates were scaled from a topographic map and have
 MJ0438.an estimated accuracy of +/- 6 seconds.
 MJ0438
 MJ0438.The orthometric height was determined by differential leveling
 MJ0438.and adjusted by the National Geodetic Survey in June 1991..
 MJ0438.WARNING-Repeat measurements at this control monument indicate possible
 MJ0438.vertical movement.
 MJ0438
 MJ0438.The geoid height was determined by GEOID03.
 MJ0438
 MJ0438.The dynamic height is computed by dividing the NAVD 88
 MJ0438.geopotential number by the normal gravity value computed on the
 MJ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0438.degrees latitude (g = 980.6199 gals.).
 MJ0438
 MJ0438.The modeled gravity was interpolated from observed gravity values.
 MJ0438
 MJ0438;                    North         East    Units  Estimated Accuracy
 MJ0438;SPC IA S     -   127,190.      360,240.      MT  (+/- 180 meters Scaled)
 MJ0438
 MJ0438                          SUPERSEDED SURVEY CONTROL
 MJ0438
 MJ0438  NGVD 29 (??/??/92)  325.181  (m)         1066.86   (f) ADJ UNCH    2 0
 MJ0438
 MJ0438.Superseded values are not recommended for survey control.
 MJ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0438.See file dsdata.txt to determine how the superseded data were derived.
 MJ0438
 MJ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF183558(NAD 83)
 MJ0438_MARKER: DB = BENCH MARK DISK
 MJ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0438_STAMPING: X 98 1935
 MJ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0438+STABILITY: SURFACE MOTION
 MJ0438
 MJ0438  HISTORY     - Date     Condition        Report By
 MJ0438  HISTORY     - 1935     MONUMENTED       CGS
 MJ0438  HISTORY     - 1949     GOOD             NGS
 MJ0438
 MJ0438                          STATION DESCRIPTION
 MJ0438
 MJ0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0438'1.1 MI S FROM ELLIOTT.
 MJ0438'1.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0438'FROM THE STATION AT ELLIOTT, AT A NORTH-SOUTH ROAD CROSSING,
 MJ0438'191.0 FEET NORTHEAST ALONG THE SOUTHEAST FENCE LINE FROM THE
 MJ0438'CENTER LINE OF THE ROAD, 131.0 FEET EAST OF THE CENTER LINE OF
 MJ0438'THE ROAD, 72.0 FEET NROTHEAST OF THE FIRST POLE NORTHEAST OF THE
 MJ0438'CROSSING, 44.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 MJ0438'TRACK, 5.0 FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE,
 MJ0438'1.6 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 MJ0438'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0527 ***********************************************************************
 LD0527  DESIGNATION -  XX 125
 LD0527  PID         -  LD0527
 LD0527  STATE/COUNTY-  IA/DES MOINES
 LD0527  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0527
 LD0527                         *CURRENT SURVEY CONTROL
 LD0527  ___________________________________________________________________
 LD0527* NAD 83(1986)-  40 48 55.     (N)    091 08 32.     (W)     SCALED    
 LD0527* NAVD 88     -       213.803  (meters)     701.45   (feet)  ADJUSTED  
 LD0527  ___________________________________________________________________
 LD0527  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0527  DYNAMIC HT  -         213.705 (meters)     701.13  (feet)  COMP
 LD0527  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 LD0527
 LD0527  VERT ORDER  -  SECOND    CLASS 0
 LD0527
 LD0527.The horizontal coordinates were scaled from a topographic map and have
 LD0527.an estimated accuracy of +/- 6 seconds.
 LD0527
 LD0527.The orthometric height was determined by differential leveling
 LD0527.and adjusted by the National Geodetic Survey in June 1991..
 LD0527
 LD0527.The geoid height was determined by GEOID03.
 LD0527
 LD0527.The dynamic height is computed by dividing the NAVD 88
 LD0527.geopotential number by the normal gravity value computed on the
 LD0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0527.degrees latitude (g = 980.6199 gals.).
 LD0527
 LD0527.The modeled gravity was interpolated from observed gravity values.
 LD0527
 LD0527;                    North         East    Units  Estimated Accuracy
 LD0527;SPC IA S     -    93,230.      698,900.      MT  (+/- 180 meters Scaled)
 LD0527
 LD0527                          SUPERSEDED SURVEY CONTROL
 LD0527
 LD0527  NGVD 29 (??/??/92)  213.86   (m)          701.6    (f) COMPUTED    2 0
 LD0527
 LD0527.Superseded values are not recommended for survey control.
 LD0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0527.See file dsdata.txt to determine how the superseded data were derived.
 LD0527
 LD0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF566199(NAD 83)
 LD0527_MARKER: DB = BENCH MARK DISK
 LD0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0527_STAMPING: XX-125 1935
 LD0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0527+STABILITY: SURFACE MOTION
 LD0527
 LD0527  HISTORY     - Date     Condition        Report By
 LD0527  HISTORY     - 1935     MONUMENTED       IAGS
 LD0527  HISTORY     - 1935     GOOD             NGS
 LD0527  HISTORY     - 1980     MARK NOT FOUND   NGS
 LD0527
 LD0527                          STATION DESCRIPTION
 LD0527
 LD0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0527'AT BURLINGTON.
 LD0527'5.1 FEET WEST OF ALONG ROOSEVELT AVENUE, AT THE NORTH ENTRANCE
 LD0527'TO TRI-STATE FAIR GROUNDS.  SET IN POST, FLUSH WITH GROUND,
 LD0527'5.1 FT WEST OF FENCE, 9.2 FEET NORTH OF NORTH SIDE OF TICKET OFFICE.
 LD0527
 LD0527                          STATION RECOVERY (1980)
 LD0527
 LD0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LD0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0943 ***********************************************************************
 LF0943  DESIGNATION -  XX 157
 LF0943  PID         -  LF0943
 LF0943  STATE/COUNTY-  IA/FREMONT
 LF0943  USGS QUAD   -  RANDOLPH (1957)
 LF0943
 LF0943                         *CURRENT SURVEY CONTROL
 LF0943  ___________________________________________________________________
 LF0943* NAD 83(1986)-  40 52 22.     (N)    095 33 37.     (W)     SCALED    
 LF0943* NAVD 88     -       297.825  (meters)     977.11   (feet)  ADJUSTED  
 LF0943  ___________________________________________________________________
 LF0943  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LF0943  DYNAMIC HT  -         297.675 (meters)     976.62  (feet)  COMP
 LF0943  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 LF0943
 LF0943  VERT ORDER  -  SECOND    CLASS 0
 LF0943
 LF0943.The horizontal coordinates were scaled from a topographic map and have
 LF0943.an estimated accuracy of +/- 6 seconds.
 LF0943
 LF0943.The orthometric height was determined by differential leveling
 LF0943.and adjusted by the National Geodetic Survey in June 1991..
 LF0943
 LF0943.The geoid height was determined by GEOID03.
 LF0943
 LF0943.The dynamic height is computed by dividing the NAVD 88
 LF0943.geopotential number by the normal gravity value computed on the
 LF0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0943.degrees latitude (g = 980.6199 gals.).
 LF0943
 LF0943.The modeled gravity was interpolated from observed gravity values.
 LF0943
 LF0943;                    North         East    Units  Estimated Accuracy
 LF0943;SPC IA S     -    98,980.      326,350.      MT  (+/- 180 meters Scaled)
 LF0943
 LF0943                          SUPERSEDED SURVEY CONTROL
 LF0943
 LF0943  NGVD 29 (??/??/92)  297.725  (m)          976.79   (f) ADJ UNCH    2 0
 LF0943
 LF0943.Superseded values are not recommended for survey control.
 LF0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0943.See file dsdata.txt to determine how the superseded data were derived.
 LF0943
 LF0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF842277(NAD 83)
 LF0943_MARKER: DB = BENCH MARK DISK
 LF0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0943_STAMPING: XX 157 1949
 LF0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0943+STABILITY: SURFACE MOTION
 LF0943
 LF0943  HISTORY     - Date     Condition        Report By
 LF0943  HISTORY     - 1949     MONUMENTED       CGS
 LF0943
 LF0943                          STATION DESCRIPTION
 LF0943
 LF0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0943'AT RANDOLPH.
 LF0943'AT THE RANDOLPH SCHOOLHOUSE, 48.0 FEET NORTH OF THE NORTHEAST
 LF0943'CORNER OF THE SCHOOLHOUSE, 63 FEET SOUTH OF THE CENTER LINE
 LF0943'OF STATE HIGHWAY 184, 18.0 FEET SOUTH OF A 36 INCH ELM TREE,
 LF0943'0.7 FOOT SOUTH OF THE SOUTH EDGE OF AN EAST AND WEST SIDEWALK,
 LF0943'0.7 FOOT EAST OF THE EAST EDGE OF A NORTH AND SOUTH SIDEWALK,
 LF0943'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0011 ***********************************************************************
 NL0011  DESIGNATION -  Y 1
 NL0011  PID         -  NL0011
 NL0011  STATE/COUNTY-  IA/KOSSUTH
 NL0011  USGS QUAD   -  LU VERNE (1972)
 NL0011
 NL0011                         *CURRENT SURVEY CONTROL
 NL0011  ___________________________________________________________________
 NL0011* NAD 83(1986)-  42 54 47.     (N)    094 04 45.     (W)     SCALED    
 NL0011* NAVD 88     -       351.611  (meters)    1153.58   (feet)  ADJUSTED  
 NL0011  ___________________________________________________________________
 NL0011  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 NL0011  DYNAMIC HT  -         351.494 (meters)    1153.19  (feet)  COMP
 NL0011  MODELED GRAV-     980,278.5   (mgal)                       NAVD 88
 NL0011
 NL0011  VERT ORDER  -  FIRST     CLASS II
 NL0011
 NL0011.The horizontal coordinates were scaled from a topographic map and have
 NL0011.an estimated accuracy of +/- 6 seconds.
 NL0011
 NL0011.The orthometric height was determined by differential leveling
 NL0011.and adjusted by the National Geodetic Survey in June 1991..
 NL0011
 NL0011.The geoid height was determined by GEOID03.
 NL0011
 NL0011.The dynamic height is computed by dividing the NAVD 88
 NL0011.geopotential number by the normal gravity value computed on the
 NL0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0011.degrees latitude (g = 980.6199 gals.).
 NL0011
 NL0011.The modeled gravity was interpolated from observed gravity values.
 NL0011
 NL0011;                    North         East    Units  Estimated Accuracy
 NL0011;SPC IA N     - 1,157,120.    1,452,710.      MT  (+/- 180 meters Scaled)
 NL0011
 NL0011                          SUPERSEDED SURVEY CONTROL
 NL0011
 NL0011  NGVD 29 (??/??/92)  351.547  (m)         1153.37   (f) ADJ UNCH    1 2
 NL0011
 NL0011.Superseded values are not recommended for survey control.
 NL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0011.See file dsdata.txt to determine how the superseded data were derived.
 NL0011
 NL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH119517(NAD 83)
 NL0011_MARKER: DB = BENCH MARK DISK
 NL0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0011_SP_SET: CULVERT
 NL0011_STAMPING: 1153.376 Y 1 1930
 NL0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0011
 NL0011  HISTORY     - Date     Condition        Report By
 NL0011  HISTORY     - 1930     MONUMENTED       CGS
 NL0011  HISTORY     - 1934     GOOD             NGS
 NL0011
 NL0011                          STATION DESCRIPTION
 NL0011
 NL0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0011'AT LUVERNE.
 NL0011'AT LUVERNE, KOSSUTH COUNTY, ON THE MINNEAPOLIS AND ST. LOUIS
 NL0011'RAILROAD 5 RAILS SOUTHWEST OF THE CROSSING OF THE CHICAGO AND
 NL0011'NORTH WESTERN RAILWAY, AT A CULVERT, AND IN THE SOUTHEAST END OF
 NL0011'THE STONE HEADWALL.  A STANDARD DISK, STAMPED 1153.376 Y 1 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0107 ***********************************************************************
 NK0107  FBN         -  This is a Federal Base Network Control Station.
 NK0107  DESIGNATION -  Y 10
 NK0107  PID         -  NK0107
 NK0107  STATE/COUNTY-  IA/TAMA
 NK0107  USGS QUAD   -  GLADBROOK (1971)
 NK0107
 NK0107                         *CURRENT SURVEY CONTROL
 NK0107  ___________________________________________________________________
 NK0107* NAD 83(1996)-  42 11 29.24692(N)    092 43 41.28741(W)     ADJUSTED  
 NK0107* NAVD 88     -       291.718  (meters)     957.08   (feet)  ADJUSTED  
 NK0107  ___________________________________________________________________
 NK0107  X           -    -225,273.310 (meters)                     COMP
 NK0107  Y           -  -4,727,571.121 (meters)                     COMP
 NK0107  Z           -   4,261,558.438 (meters)                     COMP
 NK0107  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 NK0107  ELLIP HEIGHT-         259.92  (meters)          (07/28/03) GPS OBS
 NK0107  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 NK0107  DYNAMIC HT  -         291.608 (meters)     956.72  (feet)  COMP
 NK0107  MODELED GRAV-     980,236.6   (mgal)                       NAVD 88
 NK0107
 NK0107  HORZ ORDER  -  A
 NK0107  VERT ORDER  -  FIRST     CLASS II
 NK0107  ELLP ORDER  -  FOURTH    CLASS I
 NK0107
 NK0107.The horizontal coordinates were established by GPS observations
 NK0107.and adjusted by the National Geodetic Survey in July 2003..
 NK0107
 NK0107.The orthometric height was determined by differential leveling
 NK0107.and adjusted by the National Geodetic Survey in June 1991..
 NK0107
 NK0107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NK0107
 NK0107.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0107
 NK0107.The ellipsoidal height was determined by GPS observations
 NK0107.and is referenced to NAD 83.
 NK0107
 NK0107.The geoid height was determined by GEOID03.
 NK0107
 NK0107.The dynamic height is computed by dividing the NAVD 88
 NK0107.geopotential number by the normal gravity value computed on the
 NK0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0107.degrees latitude (g = 980.6199 gals.).
 NK0107
 NK0107.The modeled gravity was interpolated from observed gravity values.
 NK0107
 NK0107;                    North         East     Units Scale Factor Converg.
 NK0107;SPC IA N     - 1,077,095.539 1,563,755.336   MT  0.99997969   +0 31 23.3
 NK0107;UTM  15      - 4,671,069.652   522,447.571   MT  0.99960620   +0 10 57.3
 NK0107
 NK0107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NK0107!SPC IA N     -   0.99995924  x   0.99997969  =   0.99993893
 NK0107!UTM  15      -   0.99995924  x   0.99960620  =   0.99956545
 NK0107
 NK0107                          SUPERSEDED SURVEY CONTROL
 NK0107
 NK0107  NAD 83(1996)-  42 11 29.24735(N)    092 43 41.29340(W) AD(       ) 3
 NK0107  ELLIP H (05/06/99)  259.82   (m)                       GP(       ) 4 1
 NK0107  NAD 83(1986)-  42 11 29.25147(N)    092 43 41.29326(W) AD(       ) 3
 NK0107  NAVD 88 (07/28/03)  291.72   (m)          957.1    (f) LEVELING    3  
 NK0107  NGVD 29 (??/??/92)  291.701  (m)          957.02   (f) ADJ UNCH    1 2
 NK0107
 NK0107.Superseded values are not recommended for survey control.
 NK0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0107.See file dsdata.txt to determine how the superseded data were derived.
 NK0107
 NK0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG2244871070(NAD 83)
 NK0107_MARKER: DB = BENCH MARK DISK
 NK0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0107_SP_SET: CONCRETE POST
 NK0107_STAMPING: Y 10 1933
 NK0107_MARK LOGO: CGS   
 NK0107_MAGNETIC: N = NO MAGNETIC MATERIAL
 NK0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0107+STABILITY: SURFACE MOTION
 NK0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NK0107+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 NK0107
 NK0107  HISTORY     - Date     Condition        Report By
 NK0107  HISTORY     - 1933     MONUMENTED       CGS
 NK0107  HISTORY     - 1934     GOOD             NGS
 NK0107  HISTORY     - 19890812 GOOD             NGS
 NK0107  HISTORY     - 20030205 GOOD             NGS
 NK0107  HISTORY     - 20051026 GOOD             GEOCAC
 NK0107
 NK0107                          STATION DESCRIPTION
 NK0107
 NK0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0107'0.6 MI SW FROM GLADBROOK.
 NK0107'0.6 MILE SOUTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NK0107'FROM THE STATION AT GLADBROOK, TAMA COUNTY, AT POLE 303+23,
 NK0107'40 FEET EAST OF THE CENTER OF A ROAD CROSSING, AND 45.5 FEET
 NK0107'SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 NK0107'STAMPED Y 10 1933 AND SET IN THE TOP OF A CONCRETE POST.
 NK0107
 NK0107                          STATION RECOVERY (1989)
 NK0107
 NK0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NK0107'THE STATION IS LOCATED ABOUT 1.45 KM (0.90 MI) NORTHWEST OF GLADBROOK,
 NK0107'AT THE NORTHWEST CORNER OF A LARGE PARKING LOT OF THE FAIRGROUNDS AND
 NK0107'STADIUM AND AT THE JUNCTION OF A GRAVEL ROAD AND AN ABANDONED RAILROAD
 NK0107'CROSSING.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION, 800 LINCOLN WAY,
 NK0107'AMES, IA 50010, PHONE (319) 239-1101.
 NK0107'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 96 AND COUNTY
 NK0107'ROAD T 47, AT THE SOUTHEAST CORNER OF GLADBROOK, GO WEST ON STATE
 NK0107'HIGHWAY 96 FOR 1.6 KM (1.00 MI) TO THE INTERSECTION OF A GRAVEL ROAD.
 NK0107'TURN RIGHT, NORTH, FOR 1.1 KM (0.70 MI) TO AN ABANDONED RAILROAD
 NK0107'CROSSING AND THE STATION ON THE RIGHT.  THE STATION CAN ALSO BE
 NK0107'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 96 BY GOING EAST ON
 NK0107'STATE HIGHWAY 96 FOR 14.8 KM (9.20 MI) TO THE INTERSECTION OF A GRAVEL
 NK0107'ROAD.  TURN LEFT, NORTH, ON THE GRAVEL ROAD FOR 1.1 KM (0.70 MI) TO
 NK0107'THE STATION ON THE RIGHT.
 NK0107'THE STATION IS A STANDARD CGS BENCHMARK DISK FLUSH WITH THE GROUND.
 NK0107'LOCATED 10.7 M (35.1 FT) EAST OF THE CENTER OF THE ROAD, 6.6 M
 NK0107'(21.7 FT) NORTH OF A FENCE CORNER AND 0.4 M (1.3 FT) WEST OF A
 NK0107'FIBERGLASS WITNESS POST.
 NK0107'DESCRIBED BY M. L. MCCREADY.
 NK0107
 NK0107                          STATION RECOVERY (2003)
 NK0107
 NK0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 NK0107'RECOVERED AS DESCRIBED EXCEPT THAT THE CONCRETE POST NOW PROJECTS 20
 NK0107'CM OUT OF
 NK0107'GROUND.
 NK0107'
 NK0107
 NK0107                          STATION RECOVERY (2005)
 NK0107
 NK0107'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 NK0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1464 ***********************************************************************
 MJ1464  DESIGNATION -  Y 100 RESET
 MJ1464  PID         -  MJ1464
 MJ1464  STATE/COUNTY-  IA/AUDUBON
 MJ1464  USGS QUAD   -  GARDNER (1983)
 MJ1464
 MJ1464                         *CURRENT SURVEY CONTROL
 MJ1464  ___________________________________________________________________
 MJ1464* NAD 83(1986)-  41 40 26.     (N)    094 46 23.     (W)     SCALED    
 MJ1464* NAVD 88     -       416.10   (meters)    1365.2    (feet)  RESET     
 MJ1464  ___________________________________________________________________
 MJ1464  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 MJ1464
 MJ1464  VERT ORDER  -  THIRD
 MJ1464
 MJ1464.The horizontal coordinates were scaled from a topographic map and have
 MJ1464.an estimated accuracy of +/- 6 seconds.
 MJ1464
 MJ1464.The orthometric height was computed from unverified reset data.
 MJ1464
 MJ1464.The geoid height was determined by GEOID03.
 MJ1464
 MJ1464;                    North         East    Units  Estimated Accuracy
 MJ1464;SPC IA S     -   186,660.      394,000.      MT  (+/- 180 meters Scaled)
 MJ1464
 MJ1464                          SUPERSEDED SURVEY CONTROL
 MJ1464
 MJ1464  NGVD 29 (05/12/04)  416.03   (m)         1364.9    (f) RESET       3  
 MJ1464
 MJ1464.Superseded values are not recommended for survey control.
 MJ1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1464.See file dsdata.txt to determine how the superseded data were derived.
 MJ1464
 MJ1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG524150(NAD 83)
 MJ1464_MARKER: DB = BENCH MARK DISK
 MJ1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1464_SP_SET: CONCRETE POST
 MJ1464_STAMPING: Y 100 RESET 1977
 MJ1464_MARK LOGO: NGS   
 MJ1464_PROJECTION: FLUSH
 MJ1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1464+STABILITY: SURFACE MOTION
 MJ1464
 MJ1464  HISTORY     - Date     Condition        Report By
 MJ1464  HISTORY     - 1977     MONUMENTED       IAHD
 MJ1464
 MJ1464                          STATION DESCRIPTION
 MJ1464
 MJ1464'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1977
 MJ1464'11.4 KM (7.05 MI) EAST FROM HAMLIN.
 MJ1464'11.35 KM (7.05 MI) EAST ALONG STATE HIGHWAY 44, FROM THE JUNCTION WITH
 MJ1464'U.S. HIGHWAY 71 IN HAMLIN, 40.5 M (132.9 FT) SOUTH FROM THE
 MJ1464'CENTERLINE OF THE HIGHWAY, 8.84 M (29.0 FT) EAST OF A POWERLINE POLE,
 MJ1464'0.30 M (1.0 FT) NORTH OF A FENCE.
 MJ1464'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MJ1464'THE MARK IS 3.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0100 ***********************************************************************
 NL0100  DESIGNATION -  Y 101
 NL0100  PID         -  NL0100
 NL0100  STATE/COUNTY-  IA/GREENE
 NL0100  USGS QUAD   -  JEFFERSON WEST (1986)
 NL0100
 NL0100                         *CURRENT SURVEY CONTROL
 NL0100  ___________________________________________________________________
 NL0100* NAD 83(1986)-  42 02 46.     (N)    094 23 51.     (W)     SCALED    
 NL0100* NAVD 88     -       320.351  (meters)    1051.02   (feet)  ADJUSTED  
 NL0100  ___________________________________________________________________
 NL0100  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 NL0100  DYNAMIC HT  -         320.260 (meters)    1050.72  (feet)  COMP
 NL0100  MODELED GRAV-     980,327.5   (mgal)                       NAVD 88
 NL0100
 NL0100  VERT ORDER  -  SECOND    CLASS 0
 NL0100
 NL0100.The horizontal coordinates were scaled from a topographic map and have
 NL0100.an estimated accuracy of +/- 6 seconds.
 NL0100
 NL0100.The orthometric height was determined by differential leveling
 NL0100.and adjusted by the National Geodetic Survey in June 1991..
 NL0100
 NL0100.The geoid height was determined by GEOID03.
 NL0100
 NL0100.The dynamic height is computed by dividing the NAVD 88
 NL0100.geopotential number by the normal gravity value computed on the
 NL0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0100.degrees latitude (g = 980.6199 gals.).
 NL0100
 NL0100.The modeled gravity was interpolated from observed gravity values.
 NL0100
 NL0100;                    North         East    Units  Estimated Accuracy
 NL0100;SPC IA N     - 1,061,060.    1,425,700.      MT  (+/- 180 meters Scaled)
 NL0100
 NL0100                          SUPERSEDED SURVEY CONTROL
 NL0100
 NL0100  NGVD 29 (??/??/92)  320.322  (m)         1050.92   (f) ADJ UNCH    2 0
 NL0100
 NL0100.Superseded values are not recommended for survey control.
 NL0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0100.See file dsdata.txt to determine how the superseded data were derived.
 NL0100
 NL0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG843558(NAD 83)
 NL0100_MARKER: DB = BENCH MARK DISK
 NL0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0100_STAMPING: Y 101 1935
 NL0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0100+STABILITY: SURFACE MOTION
 NL0100
 NL0100  HISTORY     - Date     Condition        Report By
 NL0100  HISTORY     - 1935     MONUMENTED       CGS
 NL0100
 NL0100                          STATION DESCRIPTION
 NL0100
 NL0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0100'2.8 MI NW FROM JEFFERSON.
 NL0100'2.8 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0100'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, GREENE COUNTY,
 NL0100'AT A ROAD CROSSING, 45 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NL0100'TRACK, 39 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 15 FEET
 NL0100'NORTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED Y 101
 NL0100'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0060 ***********************************************************************
 MJ0060  DESIGNATION -  Y 102
 MJ0060  PID         -  MJ0060
 MJ0060  STATE/COUNTY-  IA/GUTHRIE
 MJ0060  USGS QUAD   -  MENLO (1982)
 MJ0060
 MJ0060                         *CURRENT SURVEY CONTROL
 MJ0060  ___________________________________________________________________
 MJ0060* NAD 83(1986)-  41 34 17.     (N)    094 25 03.     (W)     SCALED    
 MJ0060* NAVD 88     -       323.396  (meters)    1061.01   (feet)  ADJUSTED  
 MJ0060  ___________________________________________________________________
 MJ0060  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 MJ0060  DYNAMIC HT  -         323.276 (meters)    1060.61  (feet)  COMP
 MJ0060  MODELED GRAV-     980,241.6   (mgal)                       NAVD 88
 MJ0060
 MJ0060  VERT ORDER  -  FIRST     CLASS II
 MJ0060
 MJ0060.The horizontal coordinates were scaled from a topographic map and have
 MJ0060.an estimated accuracy of +/- 6 seconds.
 MJ0060
 MJ0060.The orthometric height was determined by differential leveling
 MJ0060.and adjusted by the National Geodetic Survey in June 1991..
 MJ0060
 MJ0060.The geoid height was determined by GEOID03.
 MJ0060
 MJ0060.The dynamic height is computed by dividing the NAVD 88
 MJ0060.geopotential number by the normal gravity value computed on the
 MJ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0060.degrees latitude (g = 980.6199 gals.).
 MJ0060
 MJ0060.The modeled gravity was interpolated from observed gravity values.
 MJ0060
 MJ0060;                    North         East    Units  Estimated Accuracy
 MJ0060;SPC IA S     -   174,910.      423,480.      MT  (+/- 180 meters Scaled)
 MJ0060
 MJ0060                          SUPERSEDED SURVEY CONTROL
 MJ0060
 MJ0060  NGVD 29 (??/??/92)  323.350  (m)         1060.86   (f) ADJ UNCH    1 2
 MJ0060
 MJ0060.Superseded values are not recommended for survey control.
 MJ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0060.See file dsdata.txt to determine how the superseded data were derived.
 MJ0060
 MJ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG818031(NAD 83)
 MJ0060_MARKER: DB = BENCH MARK DISK
 MJ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0060_STAMPING: Y 102 1935 1060.677
 MJ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0060+STABILITY: SURFACE MOTION
 MJ0060
 MJ0060  HISTORY     - Date     Condition        Report By
 MJ0060  HISTORY     - 1935     MONUMENTED       CGS
 MJ0060  HISTORY     - 1950     GOOD             NGS
 MJ0060  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0060
 MJ0060                          STATION DESCRIPTION
 MJ0060
 MJ0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0060'2 MI S FROM GLENDON.
 MJ0060'2.0 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0060'RAILWAY FROM THE GLENDON INDEPENDENT SCHOOL AT GLENDON, AT A
 MJ0060'PRIVATE ROAD CROSSING, 248 FEET NORTHEAST OF THE NORTHEAST END
 MJ0060'OF A 60-FOOT RAILWAY TRESTLE (4076), 43.0 FEET SOUTHEAST OF THE
 MJ0060'SOUTHEAST RAIL OF THE TRACK, 13.4 FEET NORTHEAST OF THE
 MJ0060'NORTHEAST END OF A GATE ACROSS THE PRIVATE ROAD, 3.0 FEET
 MJ0060'NORTHWEST OF A FENCE, 1.7 FEET SOUTHWEST OF A REFERENCE POST AND
 MJ0060'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 MJ0060'GROUND.
 MJ0060
 MJ0060                          STATION RECOVERY (1980)
 MJ0060
 MJ0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0060'THE RAIL ROAD TRACKS ARE GONE AND THE MARK WOULD NOW BE LOCATED IN
 MJ0060'THE MIDDLE OF A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0137 ***********************************************************************
 MJ0137  DESIGNATION -  Y 103
 MJ0137  PID         -  MJ0137
 MJ0137  STATE/COUNTY-  IA/ADAIR
 MJ0137  USGS QUAD   -  GREENFIELD (1983)
 MJ0137
 MJ0137                         *CURRENT SURVEY CONTROL
 MJ0137  ___________________________________________________________________
 MJ0137* NAD 83(1986)-  41 16 03.     (N)    094 28 13.     (W)     SCALED    
 MJ0137* NAVD 88     -       423.448  (meters)    1389.26   (feet)  ADJUSTED  
 MJ0137  ___________________________________________________________________
 MJ0137  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 MJ0137  DYNAMIC HT  -         423.244 (meters)    1388.59  (feet)  COMP
 MJ0137  MODELED GRAV-     980,129.1   (mgal)                       NAVD 88
 MJ0137
 MJ0137  VERT ORDER  -  SECOND    CLASS 0
 MJ0137
 MJ0137.The horizontal coordinates were scaled from a topographic map and have
 MJ0137.an estimated accuracy of +/- 6 seconds.
 MJ0137
 MJ0137.The orthometric height was determined by differential leveling
 MJ0137.and adjusted by the National Geodetic Survey in June 1991..
 MJ0137
 MJ0137.The geoid height was determined by GEOID03.
 MJ0137
 MJ0137.The dynamic height is computed by dividing the NAVD 88
 MJ0137.geopotential number by the normal gravity value computed on the
 MJ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0137.degrees latitude (g = 980.6199 gals.).
 MJ0137
 MJ0137.The modeled gravity was interpolated from observed gravity values.
 MJ0137
 MJ0137;                    North         East    Units  Estimated Accuracy
 MJ0137;SPC IA S     -   141,210.      418,700.      MT  (+/- 180 meters Scaled)
 MJ0137
 MJ0137                          SUPERSEDED SURVEY CONTROL
 MJ0137
 MJ0137  NGVD 29 (??/??/92)  423.308  (m)         1388.80   (f) ADJ UNCH    2 0
 MJ0137
 MJ0137.Superseded values are not recommended for survey control.
 MJ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0137.See file dsdata.txt to determine how the superseded data were derived.
 MJ0137
 MJ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF768694(NAD 83)
 MJ0137_MARKER: DB = BENCH MARK DISK
 MJ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0137_STAMPING: Y 103 1935
 MJ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0137+STABILITY: SURFACE MOTION
 MJ0137
 MJ0137  HISTORY     - Date     Condition        Report By
 MJ0137  HISTORY     - 1935     MONUMENTED       CGS
 MJ0137  HISTORY     - 1980     GOOD             LOCSUR
 MJ0137
 MJ0137                          STATION DESCRIPTION
 MJ0137
 MJ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0137'2.8 MI S FROM GREENFIELD.
 MJ0137'2.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0137'FROM THE STATION AT GREENFIELD, ADAIR COUNTY, 10 POLES NORTHWEST
 MJ0137'OF MILEPOST 18, AT A ROAD CROSSING, 44 FEET NORTH OF THE
 MJ0137'CENTERLINE OF THE TRACK, 34 FEET EAST OF THE CENTERLINE OF THE
 MJ0137'ROAD, 6 FEET SOUTH OF A FENCE CORNER, AND LEVEL WITH THE TRACK.
 MJ0137'A STANDARD DISK, STAMPED Y 103 1935 AND SET IN THE TOP OF A
 MJ0137'CONCRETE POST.
 MJ0137
 MJ0137                          STATION RECOVERY (1980)
 MJ0137
 MJ0137'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 MJ0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0036 ***********************************************************************
 LF0036  DESIGNATION -  Y 104
 LF0036  PID         -  LF0036
 LF0036  STATE/COUNTY-  IA/RINGGOLD
 LF0036  USGS QUAD   -  DIAGONAL (1981)
 LF0036
 LF0036                         *CURRENT SURVEY CONTROL
 LF0036  ___________________________________________________________________
 LF0036* NAD 83(1986)-  40 50 25.     (N)    094 16 53.     (W)     SCALED    
 LF0036* NAVD 88     -       372.352  (meters)    1221.62   (feet)  ADJUSTED  
 LF0036  ___________________________________________________________________
 LF0036  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 LF0036  DYNAMIC HT  -         372.165 (meters)    1221.01  (feet)  COMP
 LF0036  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 LF0036
 LF0036  VERT ORDER  -  SECOND    CLASS 0
 LF0036
 LF0036.The horizontal coordinates were scaled from a topographic map and have
 LF0036.an estimated accuracy of +/- 6 seconds.
 LF0036
 LF0036.The orthometric height was determined by differential leveling
 LF0036.and adjusted by the National Geodetic Survey in June 1991..
 LF0036
 LF0036.The geoid height was determined by GEOID03.
 LF0036
 LF0036.The dynamic height is computed by dividing the NAVD 88
 LF0036.geopotential number by the normal gravity value computed on the
 LF0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0036.degrees latitude (g = 980.6199 gals.).
 LF0036
 LF0036.The modeled gravity was interpolated from observed gravity values.
 LF0036
 LF0036;                    North         East    Units  Estimated Accuracy
 LF0036;SPC IA S     -    93,610.      434,100.      MT  (+/- 180 meters Scaled)
 LF0036
 LF0036                          SUPERSEDED SURVEY CONTROL
 LF0036
 LF0036  NGVD 29 (??/??/92)  372.245  (m)         1221.27   (f) ADJ UNCH    2 0
 LF0036
 LF0036.Superseded values are not recommended for survey control.
 LF0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0036.See file dsdata.txt to determine how the superseded data were derived.
 LF0036
 LF0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF919218(NAD 83)
 LF0036_MARKER: DB = BENCH MARK DISK
 LF0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0036_STAMPING: Y-104 1935
 LF0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0036+STABILITY: SURFACE MOTION
 LF0036
 LF0036  HISTORY     - Date     Condition        Report By
 LF0036  HISTORY     - 1935     MONUMENTED       CGS
 LF0036
 LF0036                          STATION DESCRIPTION
 LF0036
 LF0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0036'4.3 MI NE FROM DIAGONAL.
 LF0036'4.3 MILES NORTHEAST ALONG THE DIAGANOL-MT AYR ROAD, (COUNTY ROAD
 LF0036'C), 150 FEET EAST OF THE CENTER LINE OF THE CROSS-ROAD THENCE
 LF0036'27 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD C, 3 FEET
 LF0036'NORTH OF RIGHT-OF-WAY FENCE, AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0037 ***********************************************************************
 LF0037  DESIGNATION -  Y 104 RESET
 LF0037  PID         -  LF0037
 LF0037  STATE/COUNTY-  IA/RINGGOLD
 LF0037  USGS QUAD   -  DIAGONAL (1981)
 LF0037
 LF0037                         *CURRENT SURVEY CONTROL
 LF0037  ___________________________________________________________________
 LF0037* NAD 83(1986)-  40 50 25.     (N)    094 16 53.     (W)     SCALED    
 LF0037* NAVD 88     -       375.02   (meters)    1230.4    (feet)  RESET     
 LF0037  ___________________________________________________________________
 LF0037  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 LF0037
 LF0037  VERT ORDER  -  THIRD
 LF0037
 LF0037.The horizontal coordinates were scaled from a topographic map and have
 LF0037.an estimated accuracy of +/- 6 seconds.
 LF0037
 LF0037.The orthometric height was computed from unverified reset data.
 LF0037
 LF0037.The geoid height was determined by GEOID03.
 LF0037
 LF0037;                    North         East    Units  Estimated Accuracy
 LF0037;SPC IA S     -    93,610.      434,100.      MT  (+/- 180 meters Scaled)
 LF0037
 LF0037                          SUPERSEDED SURVEY CONTROL
 LF0037
 LF0037  NGVD 29 (05/12/04)  374.92   (m)         1230.0    (f) RESET       3  
 LF0037
 LF0037.Superseded values are not recommended for survey control.
 LF0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0037.See file dsdata.txt to determine how the superseded data were derived.
 LF0037
 LF0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF919218(NAD 83)
 LF0037_MARKER: DD = SURVEY DISK
 LF0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0037_STAMPING: Y 104 RESET 1940
 LF0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0037+STABILITY: SURFACE MOTION
 LF0037
 LF0037  HISTORY     - Date     Condition        Report By
 LF0037  HISTORY     - 1940     MONUMENTED       IOWAGS
 LF0037  HISTORY     - 1940     GOOD             NGS
 LF0037  HISTORY     - 1978     MARK NOT FOUND   USGS
 LF0037
 LF0037                          STATION DESCRIPTION
 LF0037
 LF0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LF0037'4.3 MI NE FROM DIAGONAL.
 LF0037'4.3 MILES NORTHEAST ALONG THE MOUNT AYR ROAD (COUNTY ROAD C)
 LF0037'FROM THE WATER TOWER AT DIAGONAL, RINGGOLD COUNTY, AT THE
 LF0037'JUNCTION OF A T-ROAD LEADING NORTH, 32.6 FEET EAST OF THE
 LF0037'CORNER POST OF A NORTH-AND-SOUTH FENCE, AND 1 FOOT NORTH OF AN
 LF0037'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED Y 104 RESET
 LF0037'1940 AND SET IN THE TOP OF A CONCRETE POST.
 LF0037
 LF0037                          STATION RECOVERY (1978)
 LF0037
 LF0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LF0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0195 ***********************************************************************
 LF0195  DESIGNATION -  Y 105
 LF0195  PID         -  LF0195
 LF0195  STATE/COUNTY-  IA/TAYLOR
 LF0195  USGS QUAD   -  CONWAY (1980)
 LF0195
 LF0195                         *CURRENT SURVEY CONTROL
 LF0195  ___________________________________________________________________
 LF0195* NAD 83(1986)-  40 44 59.     (N)    094 37 23.     (W)     SCALED    
 LF0195* NAVD 88     -       348.919  (meters)    1144.75   (feet)  ADJUSTED  
 LF0195  ___________________________________________________________________
 LF0195  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 LF0195  DYNAMIC HT  -         348.739 (meters)    1144.15  (feet)  COMP
 LF0195  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 LF0195
 LF0195  VERT ORDER  -  SECOND    CLASS 0
 LF0195
 LF0195.The horizontal coordinates were scaled from a topographic map and have
 LF0195.an estimated accuracy of +/- 6 seconds.
 LF0195
 LF0195.The orthometric height was determined by differential leveling
 LF0195.and adjusted by the National Geodetic Survey in June 1991..
 LF0195
 LF0195.The geoid height was determined by GEOID03.
 LF0195
 LF0195.The dynamic height is computed by dividing the NAVD 88
 LF0195.geopotential number by the normal gravity value computed on the
 LF0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0195.degrees latitude (g = 980.6199 gals.).
 LF0195
 LF0195.The modeled gravity was interpolated from observed gravity values.
 LF0195
 LF0195;                    North         East    Units  Estimated Accuracy
 LF0195;SPC IA S     -    83,870.      405,160.      MT  (+/- 180 meters Scaled)
 LF0195
 LF0195                          SUPERSEDED SURVEY CONTROL
 LF0195
 LF0195  NGVD 29 (??/??/92)  348.801  (m)         1144.36   (f) ADJ UNCH    2 0
 LF0195
 LF0195.Superseded values are not recommended for survey control.
 LF0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0195.See file dsdata.txt to determine how the superseded data were derived.
 LF0195
 LF0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF629122(NAD 83)
 LF0195_MARKER: DB = BENCH MARK DISK
 LF0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0195_STAMPING: Y 105 1935
 LF0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0195+STABILITY: SURFACE MOTION
 LF0195
 LF0195  HISTORY     - Date     Condition        Report By
 LF0195  HISTORY     - 1935     MONUMENTED       CGS
 LF0195  HISTORY     - 1941     GOOD             NGS
 LF0195  HISTORY     - 1979     MARK NOT FOUND   NGS
 LF0195
 LF0195                          STATION DESCRIPTION
 LF0195
 LF0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0195'AT CONWAY.
 LF0195'AT CONWAY, TAYLOR COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LF0195'RAILROAD, 123 FEET NORTHEAST OF THE NORTHEAST END OF THE STATION,
 LF0195'23 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 2 FEET SOUTHEAST
 LF0195'OF A POLE, AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 LF0195'STAMPED Y 105 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0195
 LF0195                          STATION RECOVERY (1979)
 LF0195
 LF0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LF0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0179 ***********************************************************************
 LF0179  DESIGNATION -  Y 106
 LF0179  PID         -  LF0179
 LF0179  STATE/COUNTY-  IA/PAGE
 LF0179  USGS QUAD   -  NEW MARKET (1980)
 LF0179
 LF0179                         *CURRENT SURVEY CONTROL
 LF0179  ___________________________________________________________________
 LF0179* NAD 83(1986)-  40 44 00.     (N)    094 57 59.     (W)     SCALED    
 LF0179* NAVD 88     -       309.635  (meters)    1015.86   (feet)  ADJUSTED  
 LF0179  ___________________________________________________________________
 LF0179  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 LF0179  DYNAMIC HT  -         309.474 (meters)    1015.33  (feet)  COMP
 LF0179  MODELED GRAV-     980,096.5   (mgal)                       NAVD 88
 LF0179
 LF0179  VERT ORDER  -  SECOND    CLASS 0
 LF0179
 LF0179.The horizontal coordinates were scaled from a topographic map and have
 LF0179.an estimated accuracy of +/- 6 seconds.
 LF0179
 LF0179.The orthometric height was determined by differential leveling
 LF0179.and adjusted by the National Geodetic Survey in June 1991..
 LF0179
 LF0179.The geoid height was determined by GEOID03.
 LF0179
 LF0179.The dynamic height is computed by dividing the NAVD 88
 LF0179.geopotential number by the normal gravity value computed on the
 LF0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0179.degrees latitude (g = 980.6199 gals.).
 LF0179
 LF0179.The modeled gravity was interpolated from observed gravity values.
 LF0179
 LF0179;                    North         East    Units  Estimated Accuracy
 LF0179;SPC IA S     -    82,480.      376,140.      MT  (+/- 180 meters Scaled)
 LF0179
 LF0179                          SUPERSEDED SURVEY CONTROL
 LF0179
 LF0179  NGVD 29 (??/??/92)  309.525  (m)         1015.50   (f) ADJ UNCH    2 0
 LF0179
 LF0179.Superseded values are not recommended for survey control.
 LF0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0179.See file dsdata.txt to determine how the superseded data were derived.
 LF0179
 LF0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF339110(NAD 83)
 LF0179_MARKER: DB = BENCH MARK DISK
 LF0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0179_STAMPING: Y 106 1935
 LF0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0179+STABILITY: SURFACE MOTION
 LF0179
 LF0179  HISTORY     - Date     Condition        Report By
 LF0179  HISTORY     - 1935     MONUMENTED       CGS
 LF0179  HISTORY     - 1941     GOOD             NGS
 LF0179  HISTORY     - 1984     MARK NOT FOUND   NGS
 LF0179
 LF0179                          STATION DESCRIPTION
 LF0179
 LF0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0179'4.3 MI E FROM CLARINDA.
 LF0179'4.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0179'FROM THE STATION AT CLARINDA, PAGE COUNTY, AT POLE 218+ 14, AT A
 LF0179'ROAD CROSSING, 65 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 LF0179'30 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF THE
 LF0179'RIGHT OF WAY FENCE, AND 1-1/2 FEET HIGHER THAN THE TRACK.
 LF0179'A STANDARD DISK, STAMPED Y 106 1935 AND SET IN THE TOP OF A
 LF0179'CONCRETE POST.
 LF0179
 LF0179                          STATION RECOVERY (1984)
 LF0179
 LF0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0291 ***********************************************************************
 LF0291  DESIGNATION -  Y 107
 LF0291  PID         -  LF0291
 LF0291  STATE/COUNTY-  IA/PAGE
 LF0291  USGS QUAD   -  CLARINDA NORTH (1978)
 LF0291
 LF0291                         *CURRENT SURVEY CONTROL
 LF0291  ___________________________________________________________________
 LF0291* NAD 83(1986)-  40 49 50.     (N)    095 00 37.     (W)     SCALED    
 LF0291* NAVD 88     -       308.754  (meters)    1012.97   (feet)  ADJUSTED  
 LF0291  ___________________________________________________________________
 LF0291  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LF0291  DYNAMIC HT  -         308.592 (meters)    1012.44  (feet)  COMP
 LF0291  MODELED GRAV-     980,092.4   (mgal)                       NAVD 88
 LF0291
 LF0291  VERT ORDER  -  SECOND    CLASS 0
 LF0291
 LF0291.The horizontal coordinates were scaled from a topographic map and have
 LF0291.an estimated accuracy of +/- 6 seconds.
 LF0291
 LF0291.The orthometric height was determined by differential leveling
 LF0291.and adjusted by the National Geodetic Survey in June 1991..
 LF0291
 LF0291.The geoid height was determined by GEOID03.
 LF0291
 LF0291.The dynamic height is computed by dividing the NAVD 88
 LF0291.geopotential number by the normal gravity value computed on the
 LF0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0291.degrees latitude (g = 980.6199 gals.).
 LF0291
 LF0291.The modeled gravity was interpolated from observed gravity values.
 LF0291
 LF0291;                    North         East    Units  Estimated Accuracy
 LF0291;SPC IA S     -    93,340.      372,620.      MT  (+/- 180 meters Scaled)
 LF0291
 LF0291                          SUPERSEDED SURVEY CONTROL
 LF0291
 LF0291  NGVD 29 (??/??/92)  308.644  (m)         1012.61   (f) ADJ UNCH    2 0
 LF0291
 LF0291.Superseded values are not recommended for survey control.
 LF0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0291.See file dsdata.txt to determine how the superseded data were derived.
 LF0291
 LF0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF304218(NAD 83)
 LF0291_MARKER: DB = BENCH MARK DISK
 LF0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0291_STAMPING: Y 107 1935
 LF0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0291+STABILITY: SURFACE MOTION
 LF0291
 LF0291  HISTORY     - Date     Condition        Report By
 LF0291  HISTORY     - 1935     MONUMENTED       CGS
 LF0291  HISTORY     - 1974     MARK NOT FOUND   DOD
 LF0291  HISTORY     - 1984     MARK NOT FOUND   NGS
 LF0291
 LF0291                          STATION DESCRIPTION
 LF0291
 LF0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0291'1.2 MI S FROM HEPBURN.
 LF0291'1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0291'FROM THE STATION AT HEPBURN, PAGE COUNTY, AT POLE 59+09, AT A
 LF0291'FARMROAD CROSSING, 125 FEET SOUTH OF THE CENTERLINE OF THE FARM
 LF0291'ROAD, 36 FEET EAST OF THE CENTERLINE OF THE TRACK, 15 FEET SOUTH
 LF0291'OF A POLE, 15 FEET WEST OF A FENCE LINE, AND LEVEL WITH THE
 LF0291'TRACK.  A STANDARD DISK, STAMPED Y 107 1935 AND SET IN THE TOP
 LF0291'OF A CONCRETE POST.
 LF0291
 LF0291                          STATION RECOVERY (1974)
 LF0291
 LF0291'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974
 LF0291'MARK NOT FOUND.
 LF0291
 LF0291                          STATION RECOVERY (1984)
 LF0291
 LF0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0209 ***********************************************************************
 LF0209  DESIGNATION -  Y 108
 LF0209  PID         -  LF0209
 LF0209  STATE/COUNTY-  IA/ADAMS
 LF0209  USGS QUAD   -  CORNING SOUTH (1980)
 LF0209
 LF0209                         *CURRENT SURVEY CONTROL
 LF0209  ___________________________________________________________________
 LF0209* NAD 83(1986)-  40 59 09.     (N)    094 44 04.     (W)     SCALED    
 LF0209* NAVD 88     -       341.831  (meters)    1121.49   (feet)  ADJUSTED  
 LF0209  ___________________________________________________________________
 LF0209  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LF0209  DYNAMIC HT  -         341.656 (meters)    1120.92  (feet)  COMP
 LF0209  MODELED GRAV-     980,102.0   (mgal)                       NAVD 88
 LF0209
 LF0209  VERT ORDER  -  SECOND    CLASS 0
 LF0209
 LF0209.The horizontal coordinates were scaled from a topographic map and have
 LF0209.an estimated accuracy of +/- 6 seconds.
 LF0209
 LF0209.The orthometric height was determined by differential leveling
 LF0209.and adjusted by the National Geodetic Survey in June 1991..
 LF0209
 LF0209.The geoid height was determined by GEOID03.
 LF0209
 LF0209.The dynamic height is computed by dividing the NAVD 88
 LF0209.geopotential number by the normal gravity value computed on the
 LF0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0209.degrees latitude (g = 980.6199 gals.).
 LF0209
 LF0209.The modeled gravity was interpolated from observed gravity values.
 LF0209
 LF0209;                    North         East    Units  Estimated Accuracy
 LF0209;SPC IA S     -   110,210.      396,130.      MT  (+/- 180 meters Scaled)
 LF0209
 LF0209                          SUPERSEDED SURVEY CONTROL
 LF0209
 LF0209  NGVD 29 (??/??/92)  341.716  (m)         1121.11   (f) ADJ UNCH    2 0
 LF0209
 LF0209.Superseded values are not recommended for survey control.
 LF0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0209.See file dsdata.txt to determine how the superseded data were derived.
 LF0209
 LF0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF540386(NAD 83)
 LF0209_MARKER: DB = BENCH MARK DISK
 LF0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0209_STAMPING: Y 108 1935
 LF0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0209+STABILITY: SURFACE MOTION
 LF0209
 LF0209  HISTORY     - Date     Condition        Report By
 LF0209  HISTORY     - 1935     MONUMENTED       CGS
 LF0209  HISTORY     - 1941     GOOD             NGS
 LF0209  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0209
 LF0209                          STATION DESCRIPTION
 LF0209
 LF0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0209'AT CORNING.
 LF0209'AT CORNING, ADAMS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LF0209'RAILROAD, NEAR THE STATION, AT A ROAD CROSSING, 40 FEET WEST OF
 LF0209'THE CENTERLINE OF THE ROAD, 22 FEET SOUTH OF THE CENTERLINE OF
 LF0209'THE SIDING, AT A STANDPIPE, IN THE TOP OF THE NORTHEAST CORNER OF
 LF0209'THE CONCRETE FOUNDATION, AND 6 INCHES LOWER THAN THE TRACK.  A
 LF0209'STANDARD DISK, STAMPED Y 108 1935.
 LF0209
 LF0209                          STATION RECOVERY (1977)
 LF0209
 LF0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0109 ***********************************************************************
 MJ0109  DESIGNATION -  Y 109
 MJ0109  PID         -  MJ0109
 MJ0109  STATE/COUNTY-  IA/UNION
 MJ0109  USGS QUAD   -  LORIMOR SOUTH (1983)
 MJ0109
 MJ0109                         *CURRENT SURVEY CONTROL
 MJ0109  ___________________________________________________________________
 MJ0109* NAD 83(1986)-  41 01 44.     (N)    094 02 52.     (W)     SCALED    
 MJ0109* NAVD 88     -       337.524  (meters)    1107.36   (feet)  ADJUSTED  
 MJ0109  ___________________________________________________________________
 MJ0109  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 MJ0109  DYNAMIC HT  -         337.359 (meters)    1106.82  (feet)  COMP
 MJ0109  MODELED GRAV-     980,127.0   (mgal)                       NAVD 88
 MJ0109
 MJ0109  VERT ORDER  -  SECOND    CLASS 0
 MJ0109
 MJ0109.The horizontal coordinates were scaled from a topographic map and have
 MJ0109.an estimated accuracy of +/- 6 seconds.
 MJ0109
 MJ0109.The orthometric height was determined by differential leveling
 MJ0109.and adjusted by the National Geodetic Survey in June 1991..
 MJ0109
 MJ0109.The geoid height was determined by GEOID03.
 MJ0109
 MJ0109.The dynamic height is computed by dividing the NAVD 88
 MJ0109.geopotential number by the normal gravity value computed on the
 MJ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0109.degrees latitude (g = 980.6199 gals.).
 MJ0109
 MJ0109.The modeled gravity was interpolated from observed gravity values.
 MJ0109
 MJ0109;                    North         East    Units  Estimated Accuracy
 MJ0109;SPC IA S     -   114,400.      453,940.      MT  (+/- 180 meters Scaled)
 MJ0109
 MJ0109                          SUPERSEDED SURVEY CONTROL
 MJ0109
 MJ0109  NGVD 29 (??/??/92)  337.429  (m)         1107.05   (f) ADJ UNCH    2 0
 MJ0109
 MJ0109.Superseded values are not recommended for survey control.
 MJ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0109.See file dsdata.txt to determine how the superseded data were derived.
 MJ0109
 MJ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF119424(NAD 83)
 MJ0109_MARKER: DB = BENCH MARK DISK
 MJ0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0109_SP_SET: CONCRETE FOUNDATION
 MJ0109_STAMPING: Y 109 1935
 MJ0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0109
 MJ0109  HISTORY     - Date     Condition        Report By
 MJ0109  HISTORY     - 1935     MONUMENTED       CGS
 MJ0109
 MJ0109                          STATION DESCRIPTION
 MJ0109
 MJ0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0109'AT THAYER.
 MJ0109'AT THAYER, UNION COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MJ0109'RAILROAD, 600 FEET EAST OF THE STATION, AT A ROAD CROSSING
 MJ0109'(OVERPASS 375.92), IN THE TOP OF THE SOUTHEAST CORNER OF THE
 MJ0109'NORTHEAST CONCRETE FOUNDATION OF A PEDESTAL, 13 FEET NORTH OF THE
 MJ0109'CENTERLINE OF THE NORTH TRACK, AND 2 FEET HIGHER THAN THE
 MJ0109'TRACK.  A STANDARD DISK, STAMPED Y 109 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0595 ***********************************************************************
 NJ0595  DESIGNATION -  Y 11
 NJ0595  PID         -  NJ0595
 NJ0595  STATE/COUNTY-  IA/FAYETTE
 NJ0595  USGS QUAD   -  MAYNARD (1981)
 NJ0595
 NJ0595                         *CURRENT SURVEY CONTROL
 NJ0595  ___________________________________________________________________
 NJ0595* NAD 83(1986)-  42 46 26.     (N)    091 52 56.     (W)     SCALED    
 NJ0595* NAVD 88     -       335.645  (meters)    1101.20   (feet)  ADJUSTED  
 NJ0595  ___________________________________________________________________
 NJ0595  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 NJ0595  DYNAMIC HT  -         335.548 (meters)    1100.88  (feet)  COMP
 NJ0595  MODELED GRAV-     980,324.1   (mgal)                       NAVD 88
 NJ0595
 NJ0595  VERT ORDER  -  FIRST     CLASS II
 NJ0595
 NJ0595.The horizontal coordinates were scaled from a topographic map and have
 NJ0595.an estimated accuracy of +/- 6 seconds.
 NJ0595
 NJ0595.The orthometric height was determined by differential leveling
 NJ0595.and adjusted by the National Geodetic Survey in June 1991..
 NJ0595
 NJ0595.The geoid height was determined by GEOID03.
 NJ0595
 NJ0595.The dynamic height is computed by dividing the NAVD 88
 NJ0595.geopotential number by the normal gravity value computed on the
 NJ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0595.degrees latitude (g = 980.6199 gals.).
 NJ0595
 NJ0595.The modeled gravity was interpolated from observed gravity values.
 NJ0595
 NJ0595;                    North         East    Units  Estimated Accuracy
 NJ0595;SPC IA N     - 1,142,770.    1,632,380.      MT  (+/- 180 meters Scaled)
 NJ0595
 NJ0595                          SUPERSEDED SURVEY CONTROL
 NJ0595
 NJ0595  NGVD 29 (??/??/92)  335.669  (m)         1101.27   (f) ADJ UNCH    1 2
 NJ0595
 NJ0595.Superseded values are not recommended for survey control.
 NJ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0595.See file dsdata.txt to determine how the superseded data were derived.
 NJ0595
 NJ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH914363(NAD 83)
 NJ0595_MARKER: DB = BENCH MARK DISK
 NJ0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0595_STAMPING: Y 11 1933
 NJ0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0595+STABILITY: SURFACE MOTION
 NJ0595
 NJ0595  HISTORY     - Date     Condition        Report By
 NJ0595  HISTORY     - 1933     MONUMENTED       CGS
 NJ0595  HISTORY     - 1934     GOOD             NGS
 NJ0595
 NJ0595                          STATION DESCRIPTION
 NJ0595
 NJ0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0595'AT MAYNARD.
 NJ0595'AT MAYNARD, FAYETTE COUNTY, 79 FEET SOUTHEAST OF THE SOUTHEAST
 NJ0595'CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION,
 NJ0595'1/4 MILE NORTH OF MILEPOST 60, 54 FEET SOUTHWEST OF THE SOUTHWEST
 NJ0595'CORNER OF THE MERCHANTS HOTEL, 44 FEET NORTH OF THE CENTERLINE
 NJ0595'OF STATE HIGHWAY 11, AND 42 FEE EAST OF THE CENTERLINE OF THE TRACK.
 NJ0595'A STANDARD DISK, STAMPED Y 11 1933 AND SET IN THE TOP OF A CONCRETE
 NJ0595'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0222 ***********************************************************************
 MH0222  DESIGNATION -  Y 110
 MH0222  PID         -  MH0222
 MH0222  STATE/COUNTY-  IA/LUCAS
 MH0222  USGS QUAD   -  LUCAS (1982)
 MH0222
 MH0222                         *CURRENT SURVEY CONTROL
 MH0222  ___________________________________________________________________
 MH0222* NAD 83(1986)-  41 02 05.     (N)    093 25 20.     (W)     SCALED    
 MH0222* NAVD 88     -       268.268  (meters)     880.14   (feet)  ADJUSTED  
 MH0222  ___________________________________________________________________
 MH0222  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 MH0222  DYNAMIC HT  -         268.144 (meters)     879.74  (feet)  COMP
 MH0222  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 MH0222
 MH0222  VERT ORDER  -  SECOND    CLASS 0
 MH0222
 MH0222.The horizontal coordinates were scaled from a topographic map and have
 MH0222.an estimated accuracy of +/- 6 seconds.
 MH0222
 MH0222.The orthometric height was determined by differential leveling
 MH0222.and adjusted by the National Geodetic Survey in June 1991..
 MH0222
 MH0222.The geoid height was determined by GEOID03.
 MH0222
 MH0222.The dynamic height is computed by dividing the NAVD 88
 MH0222.geopotential number by the normal gravity value computed on the
 MH0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0222.degrees latitude (g = 980.6199 gals.).
 MH0222
 MH0222.The modeled gravity was interpolated from observed gravity values.
 MH0222
 MH0222;                    North         East    Units  Estimated Accuracy
 MH0222;SPC IA S     -   114,910.      506,540.      MT  (+/- 180 meters Scaled)
 MH0222
 MH0222                          SUPERSEDED SURVEY CONTROL
 MH0222
 MH0222  NGVD 29 (??/??/92)  268.214  (m)          879.97   (f) ADJ UNCH    2 0
 MH0222
 MH0222.Superseded values are not recommended for survey control.
 MH0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0222.See file dsdata.txt to determine how the superseded data were derived.
 MH0222
 MH0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF645426(NAD 83)
 MH0222_MARKER: DB = BENCH MARK DISK
 MH0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0222_SP_SET: BRIDGE
 MH0222_STAMPING: Y 110 1935
 MH0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0222
 MH0222  HISTORY     - Date     Condition        Report By
 MH0222  HISTORY     - 1935     MONUMENTED       CGS
 MH0222  HISTORY     - 1950     MARK NOT FOUND   NGS
 MH0222  HISTORY     - 1977     MARK NOT FOUND   USGS
 MH0222
 MH0222                          STATION DESCRIPTION
 MH0222
 MH0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MH0222'2 MI E FROM LUCAS.
 MH0222'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0222'FROM THE STATION AT LUCAS, 300 FEET EAST OF THE TOOLHOUSE AT
 MH0222'SHANNON, AT BRIDGE 340.75 IN THE TOP OF THE SOUTH END OF THE
 MH0222'WEST STONE ABUTMENT, 8 FEET SOUTH OF THE CENTERLINE OF THE
 MH0222'TRACK AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Y 110
 MH0222'1935.
 MH0222
 MH0222                          STATION RECOVERY (1977)
 MH0222
 MH0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MH0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0134 ***********************************************************************
 MH0134  DESIGNATION -  Y 111
 MH0134  PID         -  MH0134
 MH0134  STATE/COUNTY-  IA/MONROE
 MH0134  USGS QUAD   -  ALBIA (1982)
 MH0134
 MH0134                         *CURRENT SURVEY CONTROL
 MH0134  ___________________________________________________________________
 MH0134* NAD 83(1986)-  41 01 45.     (N)    092 48 42.     (W)     SCALED    
 MH0134* NAVD 88     -       293.093  (meters)     961.59   (feet)  ADJUSTED  
 MH0134  ___________________________________________________________________
 MH0134  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 MH0134  DYNAMIC HT  -         292.959 (meters)     961.15  (feet)  COMP
 MH0134  MODELED GRAV-     980,160.0   (mgal)                       NAVD 88
 MH0134
 MH0134  VERT ORDER  -  SECOND    CLASS 0
 MH0134
 MH0134.The horizontal coordinates were scaled from a topographic map and have
 MH0134.an estimated accuracy of +/- 6 seconds.
 MH0134
 MH0134.The orthometric height was determined by differential leveling
 MH0134.and adjusted by the National Geodetic Survey in June 1991..
 MH0134
 MH0134.The geoid height was determined by GEOID03.
 MH0134
 MH0134.The dynamic height is computed by dividing the NAVD 88
 MH0134.geopotential number by the normal gravity value computed on the
 MH0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0134.degrees latitude (g = 980.6199 gals.).
 MH0134
 MH0134.The modeled gravity was interpolated from observed gravity values.
 MH0134
 MH0134;                    North         East    Units  Estimated Accuracy
 MH0134;SPC IA S     -   114,520.      557,880.      MT  (+/- 180 meters Scaled)
 MH0134
 MH0134                          SUPERSEDED SURVEY CONTROL
 MH0134
 MH0134  NGVD 29 (??/??/92)  293.068  (m)          961.51   (f) ADJ UNCH    2 0
 MH0134
 MH0134.Superseded values are not recommended for survey control.
 MH0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0134.See file dsdata.txt to determine how the superseded data were derived.
 MH0134
 MH0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF158420(NAD 83)
 MH0134_MARKER: DB = BENCH MARK DISK
 MH0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0134_STAMPING: Y 11 1935
 MH0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0134+STABILITY: SURFACE MOTION
 MH0134
 MH0134  HISTORY     - Date     Condition        Report By
 MH0134  HISTORY     - 1935     MONUMENTED       CGS
 MH0134
 MH0134                          STATION DESCRIPTION
 MH0134
 MH0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0134'AT ALBIA.
 MH0134'AT ALBIA, MONROE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MH0134'RAILROAD, 4 POLES WEST OF MILEPOST 304, AT THE CROSSING OF NORTH
 MH0134'D STREET, 36 FEET WEST OF THE CENTERLINE OF THE STREET, 36 FEET
 MH0134'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 4 FEET EAST OF A
 MH0134'POLE, AND 2-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 MH0134'STAMPED Y 11 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0241 ***********************************************************************
 MH0241  DESIGNATION -  Y 112
 MH0241  PID         -  MH0241
 MH0241  STATE/COUNTY-  IA/WARREN
 MH0241  USGS QUAD   -  HARTFORD (1965)
 MH0241
 MH0241                         *CURRENT SURVEY CONTROL
 MH0241  ___________________________________________________________________
 MH0241* NAD 83(1986)-  41 26 15.     (N)    093 24 00.     (W)     SCALED    
 MH0241* NAVD 88     -       256.857  (meters)     842.71   (feet)  ADJUSTED  
 MH0241  ___________________________________________________________________
 MH0241  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 MH0241  DYNAMIC HT  -         256.750 (meters)     842.35  (feet)  COMP
 MH0241  MODELED GRAV-     980,198.5   (mgal)                       NAVD 88
 MH0241
 MH0241  VERT ORDER  -  SECOND    CLASS 0
 MH0241
 MH0241.The horizontal coordinates were scaled from a topographic map and have
 MH0241.an estimated accuracy of +/- 6 seconds.
 MH0241
 MH0241.The orthometric height was determined by differential leveling
 MH0241.and adjusted by the National Geodetic Survey in June 1991..
 MH0241
 MH0241.The geoid height was determined by GEOID03.
 MH0241
 MH0241.The dynamic height is computed by dividing the NAVD 88
 MH0241.geopotential number by the normal gravity value computed on the
 MH0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0241.degrees latitude (g = 980.6199 gals.).
 MH0241
 MH0241.The modeled gravity was interpolated from observed gravity values.
 MH0241
 MH0241;                    North         East    Units  Estimated Accuracy
 MH0241;SPC IA S     -   159,640.      508,360.      MT  (+/- 180 meters Scaled)
 MH0241
 MH0241                          SUPERSEDED SURVEY CONTROL
 MH0241
 MH0241  NGVD 29 (??/??/92)  256.829  (m)          842.61   (f) ADJ UNCH    2 0
 MH0241
 MH0241.Superseded values are not recommended for survey control.
 MH0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0241.See file dsdata.txt to determine how the superseded data were derived.
 MH0241
 MH0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF665874(NAD 83)
 MH0241_MARKER: DB = BENCH MARK DISK
 MH0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0241_STAMPING: Y-112 1935
 MH0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0241+STABILITY: SURFACE MOTION
 MH0241
 MH0241  HISTORY     - Date     Condition        Report By
 MH0241  HISTORY     - 1935     MONUMENTED       CGS
 MH0241
 MH0241                          STATION DESCRIPTION
 MH0241
 MH0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0241'1.6 MI SE FROM HARTFORD.
 MH0241'1.6 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0241'RAILROAD FROM THE STATION AT HARTFORD, AT POLE 58+04, AT A ROAD
 MH0241'CROSSING, 45 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 10
 MH0241'FEET SOUTHEAST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A FENCE,
 MH0241'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Y-112 1935
 MH0241'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0248 ***********************************************************************
 LE0248  DESIGNATION -  Y 113
 LE0248  PID         -  LE0248
 LE0248  STATE/COUNTY-  IA/WAYNE
 LE0248  USGS QUAD   -  CORYDON (1982)
 LE0248
 LE0248                         *CURRENT SURVEY CONTROL
 LE0248  ___________________________________________________________________
 LE0248* NAD 83(1986)-  40 51 03.     (N)    093 18 23.     (W)     SCALED    
 LE0248* NAVD 88     -       327.727  (meters)    1075.22   (feet)  ADJUSTED  
 LE0248  ___________________________________________________________________
 LE0248  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LE0248  DYNAMIC HT  -         327.569 (meters)    1074.70  (feet)  COMP
 LE0248  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 LE0248
 LE0248  VERT ORDER  -  SECOND    CLASS 0
 LE0248
 LE0248.The horizontal coordinates were scaled from a topographic map and have
 LE0248.an estimated accuracy of +/- 6 seconds.
 LE0248
 LE0248.The orthometric height was determined by differential leveling
 LE0248.and adjusted by the National Geodetic Survey in June 1991..
 LE0248
 LE0248.The geoid height was determined by GEOID03.
 LE0248
 LE0248.The dynamic height is computed by dividing the NAVD 88
 LE0248.geopotential number by the normal gravity value computed on the
 LE0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0248.degrees latitude (g = 980.6199 gals.).
 LE0248
 LE0248.The modeled gravity was interpolated from observed gravity values.
 LE0248
 LE0248;                    North         East    Units  Estimated Accuracy
 LE0248;SPC IA S     -    94,500.      516,330.      MT  (+/- 180 meters Scaled)
 LE0248
 LE0248                          SUPERSEDED SURVEY CONTROL
 LE0248
 LE0248  NGVD 29 (??/??/92)  327.650  (m)         1074.96   (f) ADJ UNCH    2 0
 LE0248
 LE0248.Superseded values are not recommended for survey control.
 LE0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0248.See file dsdata.txt to determine how the superseded data were derived.
 LE0248
 LE0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF741222(NAD 83)
 LE0248_MARKER: DB = BENCH MARK DISK
 LE0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0248_STAMPING: Y 113 1935
 LE0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0248+STABILITY: SURFACE MOTION
 LE0248
 LE0248  HISTORY     - Date     Condition        Report By
 LE0248  HISTORY     - 1935     MONUMENTED       CGS
 LE0248
 LE0248                          STATION DESCRIPTION
 LE0248
 LE0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0248'AT MILLERTON.
 LE0248'AT MILLERTON, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 LE0248'OPPOSITE THE STATION, 7 POLES NORTHEAST OF MILEPOST 11, 165 FEET
 LE0248'SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 90 FEET NORTHWEST
 LE0248'OF THE CENTERLINE OF THE TRACK, 3 FEET SOUTHEAST OF THE
 LE0248'RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 LE0248'STANDARD DISK, STAMPED Y 113 1935 AND SET IN THE TOP OF A
 LE0248'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0395 ***********************************************************************
 LE0395  DESIGNATION -  Y 114
 LE0395  PID         -  LE0395
 LE0395  STATE/COUNTY-  IA/DECATUR
 LE0395  USGS QUAD   -  DAVIS CITY (1981)
 LE0395
 LE0395                         *CURRENT SURVEY CONTROL
 LE0395  ___________________________________________________________________
 LE0395* NAD 83(1986)-  40 38 12.     (N)    093 48 36.     (W)     SCALED    
 LE0395* NAVD 88     -       277.591  (meters)     910.73   (feet)  ADJUSTED  
 LE0395  ___________________________________________________________________
 LE0395  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 LE0395  DYNAMIC HT  -         277.453 (meters)     910.28  (feet)  COMP
 LE0395  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 LE0395
 LE0395  VERT ORDER  -  SECOND    CLASS 0
 LE0395
 LE0395.The horizontal coordinates were scaled from a topographic map and have
 LE0395.an estimated accuracy of +/- 6 seconds.
 LE0395
 LE0395.The orthometric height was determined by differential leveling
 LE0395.and adjusted by the National Geodetic Survey in June 1991..
 LE0395
 LE0395.The geoid height was determined by GEOID03.
 LE0395
 LE0395.The dynamic height is computed by dividing the NAVD 88
 LE0395.geopotential number by the normal gravity value computed on the
 LE0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0395.degrees latitude (g = 980.6199 gals.).
 LE0395
 LE0395.The modeled gravity was interpolated from observed gravity values.
 LE0395
 LE0395;                    North         East    Units  Estimated Accuracy
 LE0395;SPC IA S     -    70,750.      473,780.      MT  (+/- 180 meters Scaled)
 LE0395
 LE0395                          SUPERSEDED SURVEY CONTROL
 LE0395
 LE0395  NGVD 29 (??/??/92)  277.511  (m)          910.47   (f) ADJ UNCH    2 0
 LE0395
 LE0395.Superseded values are not recommended for survey control.
 LE0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0395.See file dsdata.txt to determine how the superseded data were derived.
 LE0395
 LE0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE315987(NAD 83)
 LE0395_MARKER: DB = BENCH MARK DISK
 LE0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0395_STAMPING: Y 114 1935
 LE0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0395+STABILITY: SURFACE MOTION
 LE0395
 LE0395  HISTORY     - Date     Condition        Report By
 LE0395  HISTORY     - 1935     MONUMENTED       CGS
 LE0395
 LE0395                          STATION DESCRIPTION
 LE0395
 LE0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0395'AT DAVIS CITY.
 LE0395'AT DAVIS CITY, DECATUR COUNTY, ON THE CHICAGO, BURLINGTON AND
 LE0395'QUINCY RAILROAD, 180 FEET SOUTHWEST OF THE STATION, AT A CONCRETE
 LE0395'CULVERT, IN THE CENTER OF THE TOP OF THE NORTHWEST HEADWALL, 15
 LE0395'FEET NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK, AND ABOUT
 LE0395'1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Y
 LE0395'114 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0288 ***********************************************************************
 MH0288  DESIGNATION -  Y 115
 MH0288  PID         -  MH0288
 MH0288  STATE/COUNTY-  IA/CLARKE
 MH0288  USGS QUAD   -  JAMISON (1983)
 MH0288
 MH0288                         *CURRENT SURVEY CONTROL
 MH0288  ___________________________________________________________________
 MH0288* NAD 83(1986)-  41 05 46.     (N)    093 43 35.     (W)     SCALED    
 MH0288* NAVD 88     -       328.738  (meters)    1078.53   (feet)  POSTED    
 MH0288  ___________________________________________________________________
 MH0288  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 MH0288  DYNAMIC HT  -         328.590 (meters)    1078.05  (feet)  COMP
 MH0288  MODELED GRAV-     980,152.2   (mgal)                       NAVD 88
 MH0288
 MH0288  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0288
 MH0288.The horizontal coordinates were scaled from a topographic map and have
 MH0288.an estimated accuracy of +/- 6 seconds.
 MH0288
 MH0288.The orthometric height was determined by differential leveling
 MH0288.and adjusted by the National Geodetic Survey in 1992..
 MH0288.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0288.rate of 0.0 thru 1.0 mm/km.
 MH0288
 MH0288.The geoid height was determined by GEOID03.
 MH0288
 MH0288.The dynamic height is computed by dividing the NAVD 88
 MH0288.geopotential number by the normal gravity value computed on the
 MH0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0288.degrees latitude (g = 980.6199 gals.).
 MH0288
 MH0288.The modeled gravity was interpolated from observed gravity values.
 MH0288
 MH0288;                    North         East    Units  Estimated Accuracy
 MH0288;SPC IA S     -   121,750.      480,980.      MT  (+/- 180 meters Scaled)
 MH0288
 MH0288                          SUPERSEDED SURVEY CONTROL
 MH0288
 MH0288  NGVD 29 (??/??/92)  328.654  (m)         1078.26   (f) ADJ UNCH    2 0
 MH0288
 MH0288.Superseded values are not recommended for survey control.
 MH0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0288.See file dsdata.txt to determine how the superseded data were derived.
 MH0288
 MH0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF389496(NAD 83)
 MH0288_MARKER: DB = BENCH MARK DISK
 MH0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0288_STAMPING: Y 115 1935
 MH0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0288+STABILITY: SURFACE MOTION
 MH0288
 MH0288  HISTORY     - Date     Condition        Report By
 MH0288  HISTORY     - 1935     MONUMENTED       CGS
 MH0288  HISTORY     - 1980     MARK NOT FOUND   USGS
 MH0288
 MH0288                          STATION DESCRIPTION
 MH0288
 MH0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0288'1.6 MI S FROM JAMISON.
 MH0288'1.6 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0288'FROM THE STATION AT JAMISON, CLARKE COUNTY, 3 POLES NORTH OF
 MH0288'MILEPOST 52, AT A ROAD CROSSING, 36 FEET WEST OF THE CENTERLINE
 MH0288'OF THE TRACK, 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 7 FEET
 MH0288'SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE, AND 1 FOOT
 MH0288'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Y 115 1935 AND SET
 MH0288'IN THE TOP OF A CONCRETE POST.
 MH0288
 MH0288                          STATION RECOVERY (1980)
 MH0288
 MH0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MH0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0318 ***********************************************************************
 MH0318  DESIGNATION -  Y 116
 MH0318  PID         -  MH0318
 MH0318  STATE/COUNTY-  IA/WARREN
 MH0318  USGS QUAD   -  NORWALK (1972)
 MH0318
 MH0318                         *CURRENT SURVEY CONTROL
 MH0318  ___________________________________________________________________
 MH0318* NAD 83(1986)-  41 29 05.     (N)    093 40 29.     (W)     SCALED    
 MH0318* NAVD 88     -       293.682  (meters)     963.52   (feet)  POSTED    
 MH0318  ___________________________________________________________________
 MH0318  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 MH0318  DYNAMIC HT  -         293.560 (meters)     963.12  (feet)  COMP
 MH0318  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 MH0318
 MH0318  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0318
 MH0318.The horizontal coordinates were scaled from a topographic map and have
 MH0318.an estimated accuracy of +/- 6 seconds.
 MH0318
 MH0318.The orthometric height was determined by differential leveling
 MH0318.and adjusted by the National Geodetic Survey in 1992..
 MH0318.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0318.rate of 0.0 thru 1.0 mm/km.
 MH0318
 MH0318.The geoid height was determined by GEOID03.
 MH0318
 MH0318.The dynamic height is computed by dividing the NAVD 88
 MH0318.geopotential number by the normal gravity value computed on the
 MH0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0318.degrees latitude (g = 980.6199 gals.).
 MH0318
 MH0318.The modeled gravity was interpolated from observed gravity values.
 MH0318
 MH0318;                    North         East    Units  Estimated Accuracy
 MH0318;SPC IA S     -   164,890.      485,410.      MT  (+/- 180 meters Scaled)
 MH0318
 MH0318                          SUPERSEDED SURVEY CONTROL
 MH0318
 MH0318  NGVD 29 (??/??/92)  293.645  (m)          963.40   (f) ADJ UNCH    2 0
 MH0318
 MH0318.Superseded values are not recommended for survey control.
 MH0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0318.See file dsdata.txt to determine how the superseded data were derived.
 MH0318
 MH0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF436927(NAD 83)
 MH0318_MARKER: DB = BENCH MARK DISK
 MH0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0318_STAMPING: Y 116 1935
 MH0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0318+STABILITY: SURFACE MOTION
 MH0318
 MH0318  HISTORY     - Date     Condition        Report By
 MH0318  HISTORY     - 1935     MONUMENTED       CGS
 MH0318  HISTORY     - 1971     MARK NOT FOUND   USGS
 MH0318
 MH0318                          STATION DESCRIPTION
 MH0318
 MH0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0318'0.7 MI NE FROM NORWALK.
 MH0318'0.7 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MH0318'RAILROAD FROM THE STATION AT NORWALK, WARREN COUNTY, 200 FEET
 MH0318'NORTHEAST OF MILEPOST 10, AT A ROAD CROSSING, 24 FEET SOUTHWEST
 MH0318'OF THE CENTERLINE OF THE ROAD, 18 FEET NORTHWEST OF THE CENTERLINE
 MH0318'OF THE TRACK, AND 3 FEET WEST OF A POWER LINE POLE WITH TWO GUY WIRES.
 MH0318'A STANDARD DISK, STAMPED Y 116 1935 AND SET IN THE TOP OF A CONCRETE
 MH0318'POST.  NOTE-- RAILROAD HAS BEEN DISMANTLED.
 MH0318
 MH0318                          STATION RECOVERY (1971)
 MH0318
 MH0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MH0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0370 ***********************************************************************
 LE0370  DESIGNATION -  Y 117
 LE0370  PID         -  LE0370
 LE0370  STATE/COUNTY-  IA/DECATUR
 LE0370  USGS QUAD   -  LEON (1964)
 LE0370
 LE0370                         *CURRENT SURVEY CONTROL
 LE0370  ___________________________________________________________________
 LE0370* NAD 83(1986)-  40 44 35.     (N)    093 43 13.     (W)     SCALED    
 LE0370* NAVD 88     -       312.820  (meters)    1026.31   (feet)  ADJUSTED  
 LE0370  ___________________________________________________________________
 LE0370  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 LE0370  DYNAMIC HT  -         312.668 (meters)    1025.81  (feet)  COMP
 LE0370  MODELED GRAV-     980,129.2   (mgal)                       NAVD 88
 LE0370
 LE0370  VERT ORDER  -  SECOND    CLASS 0
 LE0370
 LE0370.The horizontal coordinates were scaled from a topographic map and have
 LE0370.an estimated accuracy of +/- 6 seconds.
 LE0370
 LE0370.The orthometric height was determined by differential leveling
 LE0370.and adjusted by the National Geodetic Survey in June 1991..
 LE0370
 LE0370.The geoid height was determined by GEOID03.
 LE0370
 LE0370.The dynamic height is computed by dividing the NAVD 88
 LE0370.geopotential number by the normal gravity value computed on the
 LE0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0370.degrees latitude (g = 980.6199 gals.).
 LE0370
 LE0370.The modeled gravity was interpolated from observed gravity values.
 LE0370
 LE0370;                    North         East    Units  Estimated Accuracy
 LE0370;SPC IA S     -    82,540.      481,400.      MT  (+/- 180 meters Scaled)
 LE0370
 LE0370                          SUPERSEDED SURVEY CONTROL
 LE0370
 LE0370  NGVD 29 (??/??/92)  312.74   (m)         1026.0    (f) COMPUTED    2 0
 LE0370
 LE0370.Superseded values are not recommended for survey control.
 LE0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0370.See file dsdata.txt to determine how the superseded data were derived.
 LE0370
 LE0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF391104(NAD 83)
 LE0370_MARKER: DB = BENCH MARK DISK
 LE0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0370_STAMPING: Y 117 27-56 1935
 LE0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0370+STABILITY: SURFACE MOTION
 LE0370
 LE0370  HISTORY     - Date     Condition        Report By
 LE0370  HISTORY     - 1935     MONUMENTED       CGS
 LE0370
 LE0370                          STATION DESCRIPTION
 LE0370
 LE0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0370'1.4 MI E FROM LEON.
 LE0370'1.4 MILES EAST ALONG STATE HIGHWAY 2 FROM THE EAST JUNCTION
 LE0370'OF U.S. HIGHWAY 69 AT LEON, DECATUR COUNTY, 84 FEET EAST OF A
 LE0370'30-INCH CONCRETE-PIPE CULVERT, 30 FEET NORTH OF THE CENTERLINE
 LE0370'OF THE HIGHWAY, 12 FEET EAST OF THE CENTERLINE OF A DRIVEWAY,
 LE0370'AND 3 FEET SOUTH OF A FENCE LINE.  A STATE SURVEY STANDARD DISK,
 LE0370'STAMPED Y 117 27-56 1935 AND SET IN THE TOP OF A CONCRETE POST
 LE0370'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0229 ***********************************************************************
 LE0229  DESIGNATION -  Y 118
 LE0229  PID         -  LE0229
 LE0229  STATE/COUNTY-  IA/WAYNE
 LE0229  USGS QUAD   -  SEYMOUR WEST (1979)
 LE0229
 LE0229                         *CURRENT SURVEY CONTROL
 LE0229  ___________________________________________________________________
 LE0229* NAD 83(1986)-  40 41 26.     (N)    093 14 08.     (W)     SCALED    
 LE0229* NAVD 88     -       314.440  (meters)    1031.63   (feet)  ADJUSTED  
 LE0229  ___________________________________________________________________
 LE0229  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 LE0229  DYNAMIC HT  -         314.285 (meters)    1031.12  (feet)  COMP
 LE0229  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 LE0229
 LE0229  VERT ORDER  -  SECOND    CLASS 0
 LE0229
 LE0229.The horizontal coordinates were scaled from a topographic map and have
 LE0229.an estimated accuracy of +/- 6 seconds.
 LE0229
 LE0229.The orthometric height was determined by differential leveling
 LE0229.and adjusted by the National Geodetic Survey in June 1991..
 LE0229
 LE0229.The geoid height was determined by GEOID03.
 LE0229
 LE0229.The dynamic height is computed by dividing the NAVD 88
 LE0229.geopotential number by the normal gravity value computed on the
 LE0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0229.degrees latitude (g = 980.6199 gals.).
 LE0229
 LE0229.The modeled gravity was interpolated from observed gravity values.
 LE0229
 LE0229;                    North         East    Units  Estimated Accuracy
 LE0229;SPC IA S     -    76,720.      522,350.      MT  (+/- 180 meters Scaled)
 LE0229
 LE0229                          SUPERSEDED SURVEY CONTROL
 LE0229
 LE0229  NGVD 29 (??/??/92)  314.363  (m)         1031.37   (f) ADJ UNCH    2 0
 LE0229
 LE0229.Superseded values are not recommended for survey control.
 LE0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0229.See file dsdata.txt to determine how the superseded data were derived.
 LE0229
 LE0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF800044(NAD 83)
 LE0229_MARKER: DB = BENCH MARK DISK
 LE0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0229_STAMPING: Y 118 1935
 LE0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0229+STABILITY: SURFACE MOTION
 LE0229
 LE0229  HISTORY     - Date     Condition        Report By
 LE0229  HISTORY     - 1935     MONUMENTED       CGS
 LE0229  HISTORY     - 20050813 MARK NOT FOUND   GEOCAC
 LE0229
 LE0229                          STATION DESCRIPTION
 LE0229
 LE0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0229'1.9 MI E FROM HARVARD.
 LE0229'1.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0229'RAILROAD FROM THE STATION AT HARVARD, ABOUT 3 POLES SOUTHEAST
 LE0229'OF MILEPOST 358, AT A ROAD CROSSING, 45 FEET SOUTHEAST OF THE
 LE0229'CENTERLINE OF THE ROAD, 30 FEET SOUTHWEST OF THE CENTERLINE
 LE0229'OF THE TRACK, 40 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND
 LE0229'ABOUT 3.5 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LE0229'Y 118 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0229
 LE0229                          STATION RECOVERY (2005)
 LE0229
 LE0229'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 LE0229'THE ROCK ISLAND TRACK HAS BEEN DISMANTLED.  A SEARCH OF THE DESCRIBED
 LE0229'LOCATION REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0205 ***********************************************************************
 LE0205  DESIGNATION -  Y 119
 LE0205  PID         -  LE0205
 LE0205  STATE/COUNTY-  IA/APPANOOSE
 LE0205  USGS QUAD   -  HIATTSVILLE (1966)
 LE0205
 LE0205                         *CURRENT SURVEY CONTROL
 LE0205  ___________________________________________________________________
 LE0205* NAD 83(1986)-  40 48 32.     (N)    092 47 12.     (W)     SCALED    
 LE0205* NAVD 88     -       303.962  (meters)     997.25   (feet)  POSTED    
 LE0205  ___________________________________________________________________
 LE0205  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LE0205  DYNAMIC HT  -         303.820 (meters)     996.78  (feet)  COMP
 LE0205  MODELED GRAV-     980,140.0   (mgal)                       NAVD 88
 LE0205
 LE0205  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LE0205
 LE0205.The horizontal coordinates were scaled from a topographic map and have
 LE0205.an estimated accuracy of +/- 6 seconds.
 LE0205
 LE0205.The orthometric height was determined by differential leveling
 LE0205.and adjusted by the National Geodetic Survey in 1992..
 LE0205.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LE0205.rate of 2.1 thru 3.0 mm/km.
 LE0205
 LE0205.The geoid height was determined by GEOID03.
 LE0205
 LE0205.The dynamic height is computed by dividing the NAVD 88
 LE0205.geopotential number by the normal gravity value computed on the
 LE0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0205.degrees latitude (g = 980.6199 gals.).
 LE0205
 LE0205.The modeled gravity was interpolated from observed gravity values.
 LE0205
 LE0205;                    North         East    Units  Estimated Accuracy
 LE0205;SPC IA S     -    90,070.      560,190.      MT  (+/- 180 meters Scaled)
 LE0205
 LE0205                          SUPERSEDED SURVEY CONTROL
 LE0205
 LE0205  NGVD 29 (??/??/92)  303.915  (m)          997.09   (f) ADJ UNCH    2 0
 LE0205
 LE0205.Superseded values are not recommended for survey control.
 LE0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0205.See file dsdata.txt to determine how the superseded data were derived.
 LE0205
 LE0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF179175(NAD 83)
 LE0205_MARKER: DB = BENCH MARK DISK
 LE0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0205_STAMPING: Y 119 1935
 LE0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0205+STABILITY: SURFACE MOTION
 LE0205
 LE0205  HISTORY     - Date     Condition        Report By
 LE0205  HISTORY     - 1935     MONUMENTED       CGS
 LE0205  HISTORY     - 20030709 POOR             MODNR
 LE0205
 LE0205                          STATION DESCRIPTION
 LE0205
 LE0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0205'3.4 MI NW FROM UDELL.
 LE0205'3.4 MILES NORTHWEST ALONG THE WABASH RAILROAD FROM THE STATION AT
 LE0205'UDELL, APPANOOSE COUNTY, 10-1/2 POLES NORTHWEST OF MILEPOST 254,
 LE0205'AT A ROAD CROSSING, 45 FEET NORTHEAST OF THE CENTERLINE OF THE
 LE0205'TRACK, 19 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 5 FEET
 LE0205'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 LE0205'Y 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0205
 LE0205                          STATION RECOVERY (2003)
 LE0205
 LE0205'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 LE0205'IN PLACE BUT LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0125 ***********************************************************************
 OQ0125  DESIGNATION -  Y 12
 OQ0125  PID         -  OQ0125
 OQ0125  STATE/COUNTY-  IA/SIOUX
 OQ0125  USGS QUAD   -  HULL (1964)
 OQ0125
 OQ0125                         *CURRENT SURVEY CONTROL
 OQ0125  ___________________________________________________________________
 OQ0125* NAD 83(1986)-  43 11 12.     (N)    096 08 15.     (W)     SCALED    
 OQ0125* NAVD 88     -       437.974  (meters)    1436.92   (feet)  ADJUSTED  
 OQ0125  ___________________________________________________________________
 OQ0125  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OQ0125  DYNAMIC HT  -         437.849 (meters)    1436.51  (feet)  COMP
 OQ0125  MODELED GRAV-     980,323.4   (mgal)                       NAVD 88
 OQ0125
 OQ0125  VERT ORDER  -  SECOND    CLASS 0
 OQ0125
 OQ0125.The horizontal coordinates were scaled from a topographic map and have
 OQ0125.an estimated accuracy of +/- 6 seconds.
 OQ0125
 OQ0125.The orthometric height was determined by differential leveling
 OQ0125.and adjusted by the National Geodetic Survey in June 1991..
 OQ0125
 OQ0125.The geoid height was determined by GEOID03.
 OQ0125
 OQ0125.The dynamic height is computed by dividing the NAVD 88
 OQ0125.geopotential number by the normal gravity value computed on the
 OQ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0125.degrees latitude (g = 980.6199 gals.).
 OQ0125
 OQ0125.The modeled gravity was interpolated from observed gravity values.
 OQ0125
 OQ0125;                    North         East    Units  Estimated Accuracy
 OQ0125;SPC IA N     - 1,190,700.    1,285,630.      MT  (+/- 180 meters Scaled)
 OQ0125
 OQ0125                          SUPERSEDED SURVEY CONTROL
 OQ0125
 OQ0125  NGVD 29 (??/??/92)  437.763  (m)         1436.23   (f) ADJ UNCH    2 0
 OQ0125
 OQ0125.Superseded values are not recommended for survey control.
 OQ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0125.See file dsdata.txt to determine how the superseded data were derived.
 OQ0125
 OQ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN326855(NAD 83)
 OQ0125_MARKER: DB = BENCH MARK DISK
 OQ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0125_STAMPING: Y 12 1934
 OQ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0125+STABILITY: SURFACE MOTION
 OQ0125
 OQ0125  HISTORY     - Date     Condition        Report By
 OQ0125  HISTORY     - 1934     MONUMENTED       CGS
 OQ0125  HISTORY     - 1973     MARK NOT FOUND   IAHD
 OQ0125
 OQ0125                          STATION DESCRIPTION
 OQ0125
 OQ0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0125'AT HULL.
 OQ0125'AT HULL, 410 YARDS WEST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OQ0125'PACIFIC RAILROAD STATION, 135 YARDS WEST OF THE WEST END OF A
 OQ0125'SWITCH, 93.5 FEET SOUTHWEST OF A SECTION-ROAD CROSSING, 45.6
 OQ0125'FEET SOUTH OF THE SOUTH RAIL, 37.0 FEET WEST OF THE ROAD
 OQ0125'RIGHT-OF-WAY FENCE, AND 1.2 FEET NORTH OF THE RAILROAD
 OQ0125'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Y 12 1934 AND SET
 OQ0125'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 OQ0125'NOTE-- THE RAILROAD FENCE HAS BEEN REMOVED AND A POSSIBILITY THE
 OQ0125'GROUND LANDSCAPED.
 OQ0125
 OQ0125                          STATION RECOVERY (1973)
 OQ0125
 OQ0125'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1973
 OQ0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0001 ***********************************************************************
 LE0001  DESIGNATION -  Y 120
 LE0001  PID         -  LE0001
 LE0001  STATE/COUNTY-  IA/DAVIS
 LE0001  USGS QUAD   -  BLOOMFIELD SOUTH (1979)
 LE0001
 LE0001                         *CURRENT SURVEY CONTROL
 LE0001  ___________________________________________________________________
 LE0001* NAD 83(1986)-  40 44 45.     (N)    092 24 55.     (W)     SCALED    
 LE0001* NAVD 88     -       256.260  (meters)     840.75   (feet)  ADJUSTED  
 LE0001  ___________________________________________________________________
 LE0001  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 LE0001  DYNAMIC HT  -         256.134 (meters)     840.33  (feet)  COMP
 LE0001  MODELED GRAV-     980,128.5   (mgal)                       NAVD 88
 LE0001
 LE0001  VERT ORDER  -  SECOND    CLASS 0
 LE0001
 LE0001.The horizontal coordinates were scaled from a topographic map and have
 LE0001.an estimated accuracy of +/- 6 seconds.
 LE0001
 LE0001.The orthometric height was determined by differential leveling
 LE0001.and adjusted by the National Geodetic Survey in June 1991..
 LE0001
 LE0001.The geoid height was determined by GEOID03.
 LE0001
 LE0001.The dynamic height is computed by dividing the NAVD 88
 LE0001.geopotential number by the normal gravity value computed on the
 LE0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0001.degrees latitude (g = 980.6199 gals.).
 LE0001
 LE0001.The modeled gravity was interpolated from observed gravity values.
 LE0001
 LE0001;                    North         East    Units  Estimated Accuracy
 LE0001;SPC IA S     -    83,400.      591,610.      MT  (+/- 180 meters Scaled)
 LE0001
 LE0001                          SUPERSEDED SURVEY CONTROL
 LE0001
 LE0001  NGVD 29 (??/??/92)  256.235  (m)          840.66   (f) ADJ UNCH    2 0
 LE0001
 LE0001.Superseded values are not recommended for survey control.
 LE0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0001.See file dsdata.txt to determine how the superseded data were derived.
 LE0001
 LE0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF493107(NAD 83)
 LE0001_MARKER: DB = BENCH MARK DISK
 LE0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0001_STAMPING: Y 120 1935
 LE0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0001+STABILITY: SURFACE MOTION
 LE0001
 LE0001  HISTORY     - Date     Condition        Report By
 LE0001  HISTORY     - 1935     MONUMENTED       CGS
 LE0001  HISTORY     - 1943     GOOD             NGS
 LE0001  HISTORY     - 1969     GOOD             NGS
 LE0001  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 LE0001
 LE0001                          STATION DESCRIPTION
 LE0001
 LE0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0001'AT BLOOMFIELD.
 LE0001'AT BLOOMFIELD, DAVIS COUNTY, ON THE CHICAGO, BURLINGTON AND
 LE0001'QUINCY RAILROAD, 165 FEET EAST OF THE STATION, AT A ROAD
 LE0001'CROSSING, 80 FEET WEST OF THE CENTERLINE OF THE ROAD, 16 FEET
 LE0001'SOUTH OF THE CENTERLINE OF THE TRACK, 3 FEET NORTH OF A POLE,
 LE0001'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Y 120 1935
 LE0001'AND SET IN THE TOP OF A CONCRETE POST.  THE OLD RAILROAD DEPOT
 LE0001'AND LINE ARE BEING ABANDONED.  IT IS 0.3 MILE SOUTH ALONG
 LE0001'MADISON AVENUE FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 LE0001'SQUARE IN BLOOMFIELD, IN THE NORTHWEST ANGLE OF THE INTERSECTION
 LE0001'OF MAPLE AND MADISON AVENUE, AND 1 FOOT WEST OF A METAL WITNESS
 LE0001'POST.
 LE0001
 LE0001                          STATION RECOVERY (1969)
 LE0001
 LE0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LE0001'RECOVERED IN GOOD CONDITION.
 LE0001
 LE0001                          STATION RECOVERY (2000)
 LE0001
 LE0001'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LE0001'IT IS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0652 ***********************************************************************
 LD0652  DESIGNATION -  Y 121
 LD0652  PID         -  LD0652
 LD0652  STATE/COUNTY-  IA/LEE
 LD0652  USGS QUAD   -  FARMINGTON (1982)
 LD0652
 LD0652                         *CURRENT SURVEY CONTROL
 LD0652  ___________________________________________________________________
 LD0652* NAD 83(1986)-  40 38 43.     (N)    091 41 32.     (W)     SCALED    
 LD0652* NAVD 88     -       194.693  (meters)     638.76   (feet)  ADJUSTED  
 LD0652  ___________________________________________________________________
 LD0652  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LD0652  DYNAMIC HT  -         194.600 (meters)     638.45  (feet)  COMP
 LD0652  MODELED GRAV-     980,140.5   (mgal)                       NAVD 88
 LD0652
 LD0652  VERT ORDER  -  SECOND    CLASS 0
 LD0652
 LD0652.The horizontal coordinates were scaled from a topographic map and have
 LD0652.an estimated accuracy of +/- 6 seconds.
 LD0652
 LD0652.The orthometric height was determined by differential leveling
 LD0652.and adjusted by the National Geodetic Survey in June 1991..
 LD0652
 LD0652.The geoid height was determined by GEOID03.
 LD0652
 LD0652.The dynamic height is computed by dividing the NAVD 88
 LD0652.geopotential number by the normal gravity value computed on the
 LD0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0652.degrees latitude (g = 980.6199 gals.).
 LD0652
 LD0652.The modeled gravity was interpolated from observed gravity values.
 LD0652
 LD0652;                    North         East    Units  Estimated Accuracy
 LD0652;SPC IA S     -    73,250.      652,900.      MT  (+/- 180 meters Scaled)
 LD0652
 LD0652                          SUPERSEDED SURVEY CONTROL
 LD0652
 LD0652  NGVD 29 (??/??/92)  194.718  (m)          638.84   (f) ADJ UNCH    2 0
 LD0652
 LD0652.Superseded values are not recommended for survey control.
 LD0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0652.See file dsdata.txt to determine how the superseded data were derived.
 LD0652
 LD0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF105002(NAD 83)
 LD0652_MARKER: DB = BENCH MARK DISK
 LD0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0652_STAMPING: Y 121 1935
 LD0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0652+STABILITY: SURFACE MOTION
 LD0652
 LD0652  HISTORY     - Date     Condition        Report By
 LD0652  HISTORY     - 1935     MONUMENTED       CGS
 LD0652  HISTORY     - 1982     MARK NOT FOUND   NGS
 LD0652  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 LD0652
 LD0652                          STATION DESCRIPTION
 LD0652
 LD0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0652'3.3 MI NE FROM FARMINGTON.
 LD0652'IN LEE COUNTY, 3.3 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON
 LD0652'AND QUINCY RAILROAD FROM THE STATION AT FARMINGTON, VAN BUREN
 LD0652'COUNTY, MIDWAY BETWEEN POLES 40+12 AND 40+13, 5-1/2 POLES WEST
 LD0652'OF BRIDGE 40.15 AT A PRIVATE-ROAD CROSSING, 38 FEET SOUTH OF THE
 LD0652'CENTERLINE OF THE PRIVATE ROAD, 30 FEET WEST OF THE CENTERLINE
 LD0652'OF THE TRACK, 7 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER, AND
 LD0652'18 INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Y 121
 LD0652'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LD0652
 LD0652                          STATION RECOVERY (1982)
 LD0652
 LD0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LD0652'MARK NOT FOUND.
 LD0652
 LD0652                          STATION RECOVERY (2000)
 LD0652
 LD0652'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LD0652'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0623 ***********************************************************************
 LD0623  DESIGNATION -  Y 122
 LD0623  PID         -  LD0623
 LD0623  STATE/COUNTY-  IA/HENRY
 LD0623  USGS QUAD   -  SALEM (1981)
 LD0623
 LD0623                         *CURRENT SURVEY CONTROL
 LD0623  ___________________________________________________________________
 LD0623* NAD 83(1986)-  40 51 41.     (N)    091 33 38.     (W)     SCALED    
 LD0623* NAVD 88     -       184.240  (meters)     604.46   (feet)  ADJUSTED  
 LD0623  ___________________________________________________________________
 LD0623  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 LD0623  DYNAMIC HT  -         184.154 (meters)     604.18  (feet)  COMP
 LD0623  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 LD0623
 LD0623  VERT ORDER  -  SECOND    CLASS 0
 LD0623
 LD0623.The horizontal coordinates were scaled from a topographic map and have
 LD0623.an estimated accuracy of +/- 6 seconds.
 LD0623
 LD0623.The orthometric height was determined by differential leveling
 LD0623.and adjusted by the National Geodetic Survey in June 1991..
 LD0623
 LD0623.The geoid height was determined by GEOID03.
 LD0623
 LD0623.The dynamic height is computed by dividing the NAVD 88
 LD0623.geopotential number by the normal gravity value computed on the
 LD0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0623.degrees latitude (g = 980.6199 gals.).
 LD0623
 LD0623.The modeled gravity was interpolated from observed gravity values.
 LD0623
 LD0623;                    North         East    Units  Estimated Accuracy
 LD0623;SPC IA S     -    97,480.      663,500.      MT  (+/- 180 meters Scaled)
 LD0623
 LD0623                          SUPERSEDED SURVEY CONTROL
 LD0623
 LD0623  NGVD 29 (??/??/92)  184.278  (m)          604.59   (f) ADJ UNCH    2 0
 LD0623
 LD0623.Superseded values are not recommended for survey control.
 LD0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0623.See file dsdata.txt to determine how the superseded data were derived.
 LD0623
 LD0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF213243(NAD 83)
 LD0623_MARKER: DB = BENCH MARK DISK
 LD0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0623_SP_SET: CULVERT
 LD0623_STAMPING: Y 122 1935
 LD0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0623
 LD0623  HISTORY     - Date     Condition        Report By
 LD0623  HISTORY     - 1935     MONUMENTED       CGS
 LD0623  HISTORY     - 1941     GOOD             NGS
 LD0623  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 LD0623
 LD0623                          STATION DESCRIPTION
 LD0623
 LD0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LD0623'7.2 MI S FROM MT PLEASANT.
 LD0623'7.2 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE CITY SQUARE AT
 LD0623'MT. PLEASANT, HENRY COUNTY, 250 FEET SOUTH OF THE JUNCTION OF A
 LD0623'ROAD LEADING EAST, AT A CONCRETE CULVERT, IN THE TOP OF THE
 LD0623'NORTHEAST HEADWALL, 4 FEET SOUTHWEST OF THE END, AND 2-1/2 FEET
 LD0623'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Y 122 1935.
 LD0623
 LD0623                          STATION RECOVERY (2000)
 LD0623
 LD0623'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LD0623'ITS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0094 ***********************************************************************
 MH0094  DESIGNATION -  Y 123
 MH0094  PID         -  MH0094
 MH0094  STATE/COUNTY-  IA/WAPELLO
 MH0094  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0094
 MH0094                         *CURRENT SURVEY CONTROL
 MH0094  ___________________________________________________________________
 MH0094* NAD 83(1986)-  41 00 24.     (N)    092 23 21.     (W)     SCALED    
 MH0094* NAVD 88     -       200.341  (meters)     657.29   (feet)  ADJUSTED  
 MH0094  ___________________________________________________________________
 MH0094  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 MH0094  DYNAMIC HT  -         200.250 (meters)     656.99  (feet)  COMP
 MH0094  MODELED GRAV-     980,168.6   (mgal)                       NAVD 88
 MH0094
 MH0094  VERT ORDER  -  SECOND    CLASS 0
 MH0094
 MH0094.The horizontal coordinates were scaled from a topographic map and have
 MH0094.an estimated accuracy of +/- 6 seconds.
 MH0094
 MH0094.The orthometric height was determined by differential leveling
 MH0094.and adjusted by the National Geodetic Survey in June 1991..
 MH0094
 MH0094.The geoid height was determined by GEOID03.
 MH0094
 MH0094.The dynamic height is computed by dividing the NAVD 88
 MH0094.geopotential number by the normal gravity value computed on the
 MH0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0094.degrees latitude (g = 980.6199 gals.).
 MH0094
 MH0094.The modeled gravity was interpolated from observed gravity values.
 MH0094
 MH0094;                    North         East    Units  Estimated Accuracy
 MH0094;SPC IA S     -   112,390.      593,440.      MT  (+/- 180 meters Scaled)
 MH0094
 MH0094                          SUPERSEDED SURVEY CONTROL
 MH0094
 MH0094  NGVD 29 (??/??/92)  200.330  (m)          657.25   (f) ADJ UNCH    2 0
 MH0094
 MH0094.Superseded values are not recommended for survey control.
 MH0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0094.See file dsdata.txt to determine how the superseded data were derived.
 MH0094
 MH0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF513396(NAD 83)
 MH0094_MARKER: DB = BENCH MARK DISK
 MH0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0094_SP_SET: OVERPASS
 MH0094_STAMPING: Y 123 1935
 MH0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0094
 MH0094  HISTORY     - Date     Condition        Report By
 MH0094  HISTORY     - 1935     MONUMENTED       CGS
 MH0094
 MH0094                          STATION DESCRIPTION
 MH0094
 MH0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0094'1.3 MI E FROM OTTUMWA.
 MH0094'1.3 MILES EAST ALONG THE CHICAGO, BURLINGTON, AND QUINCY RAILROAD
 MH0094'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 MH0094'STATION AT OTTUMWA, WAPELLO COUNTY, AT OVERPASS 278.16, IN THE
 MH0094'TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT, 6 FEET
 MH0094'SOUTH OF THE CENTER LINE OF THE SOUTH TRACK, AND LEVEL WITH THE
 MH0094'TRACK.  A STANDARD DISK, STAMPED Y 123 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0597 ***********************************************************************
 LD0597  DESIGNATION -  Y 124
 LD0597  PID         -  LD0597
 LD0597  STATE/COUNTY-  IA/HENRY
 LD0597  USGS QUAD   -  LOCKRIDGE EAST (1980)
 LD0597
 LD0597                         *CURRENT SURVEY CONTROL
 LD0597  ___________________________________________________________________
 LD0597* NAD 83(1986)-  40 59 04.     (N)    091 40 58.     (W)     SCALED    
 LD0597* NAVD 88     -       189.310  (meters)     621.09   (feet)  ADJUSTED  
 LD0597  ___________________________________________________________________
 LD0597  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LD0597  DYNAMIC HT  -         189.225 (meters)     620.82  (feet)  COMP
 LD0597  MODELED GRAV-     980,172.1   (mgal)                       NAVD 88
 LD0597
 LD0597  VERT ORDER  -  SECOND    CLASS 0
 LD0597
 LD0597.The horizontal coordinates were scaled from a topographic map and have
 LD0597.an estimated accuracy of +/- 6 seconds.
 LD0597
 LD0597.The orthometric height was determined by differential leveling
 LD0597.and adjusted by the National Geodetic Survey in June 1991..
 LD0597
 LD0597.The geoid height was determined by GEOID03.
 LD0597
 LD0597.The dynamic height is computed by dividing the NAVD 88
 LD0597.geopotential number by the normal gravity value computed on the
 LD0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0597.degrees latitude (g = 980.6199 gals.).
 LD0597
 LD0597.The modeled gravity was interpolated from observed gravity values.
 LD0597
 LD0597;                    North         East    Units  Estimated Accuracy
 LD0597;SPC IA S     -   110,920.      652,910.      MT  (+/- 180 meters Scaled)
 LD0597
 LD0597                          SUPERSEDED SURVEY CONTROL
 LD0597
 LD0597  NGVD 29 (??/??/92)  189.360  (m)          621.26   (f) ADJ UNCH    2 0
 LD0597
 LD0597.Superseded values are not recommended for survey control.
 LD0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0597.See file dsdata.txt to determine how the superseded data were derived.
 LD0597
 LD0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF108378(NAD 83)
 LD0597_MARKER: DB = BENCH MARK DISK
 LD0597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0597_SP_SET: BRIDGE
 LD0597_STAMPING: Y 124 1935
 LD0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0597
 LD0597  HISTORY     - Date     Condition        Report By
 LD0597  HISTORY     - 1935     MONUMENTED       CGS
 LD0597  HISTORY     - 1943     GOOD             NGS
 LD0597  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 LD0597
 LD0597                          STATION DESCRIPTION
 LD0597
 LD0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LD0597'AT ROME.
 LD0597'AT ROME, HENRY COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LD0597'RAILROAD, AT THE EAST END OF THE STATION, AT UNDERPASS 240.35, AT
 LD0597'THE NORTH END OF THE WEST ABUTMENT, IN THE TOP OF THE NORTHEAST
 LD0597'CORNER OF THE SECOND STEP, AND 5 FEET LOWER THAN THE TRACK.  A
 LD0597'STANDARD DISK, STAMPED Y 124 1935.
 LD0597
 LD0597                          STATION RECOVERY (2000)
 LD0597
 LD0597'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LD0597'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0528 ***********************************************************************
 LD0528  DESIGNATION -  Y 125
 LD0528  PID         -  LD0528
 LD0528  STATE/COUNTY-  IA/DES MOINES
 LD0528  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0528
 LD0528                         *CURRENT SURVEY CONTROL
 LD0528  ___________________________________________________________________
 LD0528* NAD 83(1986)-  40 48 19.     (N)    091 08 29.     (W)     SCALED    
 LD0528* NAVD 88     -       210.667  (meters)     691.16   (feet)  ADJUSTED  
 LD0528  ___________________________________________________________________
 LD0528  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0528  DYNAMIC HT  -         210.569 (meters)     690.84  (feet)  COMP
 LD0528  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 LD0528
 LD0528  VERT ORDER  -  SECOND    CLASS 0
 LD0528
 LD0528.The horizontal coordinates were scaled from a topographic map and have
 LD0528.an estimated accuracy of +/- 6 seconds.
 LD0528
 LD0528.The orthometric height was determined by differential leveling
 LD0528.and adjusted by the National Geodetic Survey in June 1991..
 LD0528
 LD0528.The geoid height was determined by GEOID03.
 LD0528
 LD0528.The dynamic height is computed by dividing the NAVD 88
 LD0528.geopotential number by the normal gravity value computed on the
 LD0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0528.degrees latitude (g = 980.6199 gals.).
 LD0528
 LD0528.The modeled gravity was interpolated from observed gravity values.
 LD0528
 LD0528;                    North         East    Units  Estimated Accuracy
 LD0528;SPC IA S     -    92,120.      699,000.      MT  (+/- 180 meters Scaled)
 LD0528
 LD0528                          SUPERSEDED SURVEY CONTROL
 LD0528
 LD0528  NGVD 29 (??/??/92)  210.72   (m)          691.3    (f) COMPUTED    2 0
 LD0528
 LD0528.Superseded values are not recommended for survey control.
 LD0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0528.See file dsdata.txt to determine how the superseded data were derived.
 LD0528
 LD0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF567188(NAD 83)
 LD0528_MARKER: DB = BENCH MARK DISK
 LD0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0528_STAMPING: Y-125 1935
 LD0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0528+STABILITY: SURFACE MOTION
 LD0528
 LD0528  HISTORY     - Date     Condition        Report By
 LD0528  HISTORY     - 1935     MONUMENTED       CGS
 LD0528  HISTORY     - 1980     MARK NOT FOUND   NGS
 LD0528
 LD0528                          STATION DESCRIPTION
 LD0528
 LD0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0528'AT BURLINGTON.
 LD0528'AT BURLINGTON ALONG ROOSEVELT AVENUE, 0.15 MILES SOUTH OF
 LD0528'CENTERLINE OF JUNCTION OF DIVISION STREET.  ON EAST SIDE OF ROAD
 LD0528'ON FENCE LINE, 18 INCHES NORTH OF FENCE POST.
 LD0528
 LD0528                          STATION RECOVERY (1980)
 LD0528
 LD0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LD0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0158 ***********************************************************************
 NM0158  DESIGNATION -  Y 126 RESET
 NM0158  PID         -  NM0158
 NM0158  STATE/COUNTY-  IA/WOODBURY
 NM0158  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0158
 NM0158                         *CURRENT SURVEY CONTROL
 NM0158  ___________________________________________________________________
 NM0158* NAD 83(1996)-  42 24 03.24387(N)    096 22 42.61699(W)     ADJUSTED  
 NM0158* NAVD 88     -       334.00   (meters)    1095.8    (feet)  RESET     
 NM0158  ___________________________________________________________________
 NM0158  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 NM0158  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 NM0158
 NM0158  HORZ ORDER  -  THIRD
 NM0158  VERT ORDER  -  THIRD
 NM0158
 NM0158.This mark is at Sioux Gateway Airport (SUX)
 NM0158
 NM0158.The horizontal coordinates were established by classical geodetic methods
 NM0158.and adjusted by the National Geodetic Survey in May 1999..
 NM0158.No horizontal observational check was made to the station.
 NM0158
 NM0158.The orthometric height was computed from unverified reset data.
 NM0158
 NM0158.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0158
 NM0158.The geoid height was determined by GEOID03.
 NM0158
 NM0158;                    North         East     Units Scale Factor Converg.
 NM0158;SPC IA N     - 1,104,102.521 1,263,072.659   MT  0.99995615   -1 57 03.2
 NM0158;SPC NE       -   291,319.208   798,000.411   MT  0.99978069   +2 23 59.8
 NM0158;UTM  14      - 4,697,618.716   715,744.888   MT  1.00017272   +1 46 06.2
 NM0158
 NM0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0158!SPC IA N     -   0.99995172  x   0.99995615  =   0.99990787
 NM0158!SPC NE       -   0.99995172  x   0.99978069  =   0.99973242
 NM0158!UTM  14      -   0.99995172  x   1.00017272  =   1.00012443
 NM0158
 NM0158                          SUPERSEDED SURVEY CONTROL
 NM0158
 NM0158  NAD 83(1996)-  42 24 03.24388(N)    096 22 42.61699(W) AD(       ) 3
 NM0158  NAD 83(1996)-  42 24 03.24390(N)    096 22 42.61706(W) AD(       ) 3
 NM0158  NAD 83(1996)-  42 24 03.24402(N)    096 22 42.61764(W) AD(       ) 3
 NM0158  NAD 83(1986)-  42 24 03.24749(N)    096 22 42.61791(W) AD(       ) 3
 NM0158  NAD 27      -  42 24 03.26657(N)    096 22 41.50653(W) AD(       ) 3
 NM0158  NGVD 29 (??/??/??)  333.83   (m)         1095.2    (f) RESET       3  
 NM0158
 NM0158.Superseded values are not recommended for survey control.
 NM0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0158.See file dsdata.txt to determine how the superseded data were derived.
 NM0158
 NM0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1574597619(NAD 83)
 NM0158_MARKER: DB = BENCH MARK DISK
 NM0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0158_SP_SET: CURB
 NM0158_STAMPING: Y 126 RESET 1965
 NM0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0158
 NM0158  HISTORY     - Date     Condition        Report By
 NM0158  HISTORY     - 1965     MONUMENTED       CGS
 NM0158  HISTORY     - 1975     GOOD             NGS
 NM0158  HISTORY     - 1979     GOOD             NGS
 NM0158
 NM0158                          STATION DESCRIPTION
 NM0158
 NM0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 NM0158'0.9 MI W FROM SERGEANT BLUFF.
 NM0158'LOCATED AT THE SIOUX CITY MUNICIPAL AIRPORT, WOODBURY COUNTY, 11.32
 NM0158'FEET NORTH OF THE NORTHEAST CORNER OF THE EAST ENTRANCE TO THE
 NM0158'TERMINAL BUILDING AND IS CEMENTED IN A DRILL HOLE IN A 6 INCH
 NM0158'CURB AT THE WEST EDGE OF THE SIDEWALK IN FRONT OF THE TERMINAL
 NM0158'BUILDING.
 NM0158
 NM0158                          STATION RECOVERY (1975)
 NM0158
 NM0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NM0158'RECOVERED IN GOOD CONDITION.
 NM0158
 NM0158                          STATION RECOVERY (1979)
 NM0158
 NM0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NM0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1914 ***********************************************************************
 NM1914  DESIGNATION -  Y 126 RESET
 NM1914  PID         -  NM1914
 NM1914  STATE/COUNTY-  IA/WOODBURY
 NM1914  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1914
 NM1914                         *CURRENT SURVEY CONTROL
 NM1914  ___________________________________________________________________
 NM1914* NAD 83(1986)-  42 24 03.     (N)    096 22 41.     (W)     SCALED    
 NM1914* NAVD 88     -       334.036  (meters)    1095.92   (feet)  ADJUSTED  
 NM1914  ___________________________________________________________________
 NM1914  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 NM1914  DYNAMIC HT  -         333.929 (meters)    1095.57  (feet)  COMP
 NM1914  MODELED GRAV-     980,291.2   (mgal)                       NAVD 88
 NM1914
 NM1914  VERT ORDER  -  FIRST     CLASS II
 NM1914
 NM1914.This mark is at Sioux Gateway Airport (SUX)
 NM1914
 NM1914.The horizontal coordinates were scaled from a topographic map and have
 NM1914.an estimated accuracy of +/- 6 seconds.
 NM1914
 NM1914.The orthometric height was determined by differential leveling
 NM1914.and adjusted by the National Geodetic Survey in June 1991..
 NM1914
 NM1914.The geoid height was determined by GEOID03.
 NM1914
 NM1914.The dynamic height is computed by dividing the NAVD 88
 NM1914.geopotential number by the normal gravity value computed on the
 NM1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1914.degrees latitude (g = 980.6199 gals.).
 NM1914
 NM1914.The modeled gravity was interpolated from observed gravity values.
 NM1914
 NM1914;                    North         East    Units  Estimated Accuracy
 NM1914;SPC IA N     - 1,104,090.    1,263,110.      MT  (+/- 180 meters Scaled)
 NM1914
 NM1914                          SUPERSEDED SURVEY CONTROL
 NM1914
 NM1914.No superseded survey control is available for this station.
 NM1914
 NM1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM157976(NAD 83)
 NM1914_MARKER: DV = VERTICAL CONTROL DISK
 NM1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1914_SP_SET: CONCRETE POST
 NM1914_STAMPING: Y 126 RESET 1987
 NM1914_MARK LOGO: NGS   
 NM1914_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1914+STABILITY: SURFACE MOTION
 NM1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1914+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1989
 NM1914
 NM1914  HISTORY     - Date     Condition        Report By
 NM1914  HISTORY     - 1987     MONUMENTED       NGS
 NM1914  HISTORY     - 19890911 GOOD             NGS
 NM1914
 NM1914                          STATION DESCRIPTION
 NM1914
 NM1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1914'IN SIOUX CITY, AT THE SIOUX CITY MUNICIPAL AIRPORT, AT THE NORTH END
 NM1914'OF A CANOPY OVER THE SIDEWALK ON THE EAST SIDE OF THE TERMINAL, 10.7 M
 NM1914'(35.1 FT) SOUTH OF A FLAG POLE, 6.8 M (22.3 FT) NORTH OF THE CENTER OF
 NM1914'THE TICKETING AND CHECK-IN ENTRANCE, 4.0 M (13.1 FT) EAST OF THE EAST
 NM1914'FACE OF THE BUILDING, 0.4 M (1.3 FT) WEST OF THE WEST CURB OF THE
 NM1914'SIDEWALK, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE SIDEWALK, AND IN A
 NM1914'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0865 ***********************************************************************
 LF0865  DESIGNATION -  Y 127
 LF0865  PID         -  LF0865
 LF0865  STATE/COUNTY-  IA/FREMONT
 LF0865  USGS QUAD   -  MC PAUL (1984)
 LF0865
 LF0865                         *CURRENT SURVEY CONTROL
 LF0865  ___________________________________________________________________
 LF0865* NAD 83(1986)-  40 48 27.     (N)    095 48 17.     (W)     SCALED    
 LF0865* NAVD 88     -       284.973  (meters)     934.95   (feet)  ADJUSTED  
 LF0865  ___________________________________________________________________
 LF0865  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 LF0865  DYNAMIC HT  -         284.832 (meters)     934.49  (feet)  COMP
 LF0865  MODELED GRAV-     980,122.5   (mgal)                       NAVD 88
 LF0865
 LF0865  VERT ORDER  -  FIRST     CLASS II
 LF0865
 LF0865.The horizontal coordinates were scaled from a topographic map and have
 LF0865.an estimated accuracy of +/- 6 seconds.
 LF0865
 LF0865.The orthometric height was determined by differential leveling
 LF0865.and adjusted by the National Geodetic Survey in June 1991..
 LF0865
 LF0865.The geoid height was determined by GEOID03.
 LF0865
 LF0865.The dynamic height is computed by dividing the NAVD 88
 LF0865.geopotential number by the normal gravity value computed on the
 LF0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0865.degrees latitude (g = 980.6199 gals.).
 LF0865
 LF0865.The modeled gravity was interpolated from observed gravity values.
 LF0865
 LF0865;                    North         East    Units  Estimated Accuracy
 LF0865;SPC IA S     -    92,250.      305,560.      MT  (+/- 180 meters Scaled)
 LF0865
 LF0865                          SUPERSEDED SURVEY CONTROL
 LF0865
 LF0865  NGVD 29 (??/??/92)  284.878  (m)          934.64   (f) ADJ UNCH    1 2
 LF0865
 LF0865.Superseded values are not recommended for survey control.
 LF0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0865.See file dsdata.txt to determine how the superseded data were derived.
 LF0865
 LF0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF634211(NAD 83)
 LF0865_MARKER: DB = BENCH MARK DISK
 LF0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0865_SP_SET: CONCRETE POST
 LF0865_STAMPING: Y 127 1947
 LF0865_MARK LOGO: CGS   
 LF0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0865+STABILITY: SURFACE MOTION
 LF0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0865+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 LF0865
 LF0865  HISTORY     - Date     Condition        Report By
 LF0865  HISTORY     - 1947     MONUMENTED       CGS
 LF0865  HISTORY     - 1971     GOOD             NGS
 LF0865  HISTORY     - 19890724 GOOD             NGS
 LF0865
 LF0865                          STATION DESCRIPTION
 LF0865
 LF0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0865'0.9 MI S FROM MC PAUL.
 LF0865'0.9 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0865'FROM THE STATION AT MC PAUL, AT AN EAST-WEST GRAVEL ROAD CROSSING,
 LF0865'73.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST GRAVEL ROAD,
 LF0865'55.2 FEET SOUTH OF A CONCRETE RIGHT OF WAY FENCE CORNER POST,
 LF0865'46.4 FEET WEST OF THE WEST RAIL OF THE TRACK, 2.7 FEET SOUTH
 LF0865'OF A REFERENCE POST, 1.0 FOOT EAST OF THE WEST RIGHT OF WAY
 LF0865'FENCE, SET IN A CONCRETE POST ABOUT 5 FEET BELOW THE TRACK AND
 LF0865'PROJECTING 0.4 FOOT.  NOTE-- METAL WITNESS POST 1 FT W OF MARK.
 LF0865
 LF0865                          STATION RECOVERY (1971)
 LF0865
 LF0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LF0865'RECOVERED IN GOOD CONDITION.
 LF0865
 LF0865                          STATION RECOVERY (1989)
 LF0865
 LF0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0865'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.5 KM
 LF0865'(0.95 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0865'JUNCTION OF STATE HIGHWAY 145 IN MCPAUL, 22.2 M (72.8 FT) SOUTH OF THE
 LF0865'CENTER OF AN ABANDONED ROAD, 16.8 M (55.1 FT) SOUTH OF A CONCRETE
 LF0865'FENCE POST, 14.1 M (46.3 FT) WEST OF THE NEAR RAIL, 1.6 M (5.2 FT)
 LF0865'EAST OF A WITNESS POST AND FENCE, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 LF0865'THE TRACK, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.1 M (0.3 FT)
 LF0865'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0060 ***********************************************************************
 MK0060  DESIGNATION -  Y 128
 MK0060  PID         -  MK0060
 MK0060  STATE/COUNTY-  IA/MONONA
 MK0060  USGS QUAD   -  BLENCOE (1970)
 MK0060
 MK0060                         *CURRENT SURVEY CONTROL
 MK0060  ___________________________________________________________________
 MK0060* NAD 83(1986)-  41 53 12.     (N)    096 04 42.     (W)     SCALED    
 MK0060* NAVD 88     -       315.467  (meters)    1034.99   (feet)  ADJUSTED  
 MK0060  ___________________________________________________________________
 MK0060  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 MK0060  DYNAMIC HT  -         315.346 (meters)    1034.60  (feet)  COMP
 MK0060  MODELED GRAV-     980,231.4   (mgal)                       NAVD 88
 MK0060
 MK0060  VERT ORDER  -  FIRST     CLASS II
 MK0060
 MK0060.The horizontal coordinates were scaled from a topographic map and have
 MK0060.an estimated accuracy of +/- 6 seconds.
 MK0060
 MK0060.The orthometric height was determined by differential leveling
 MK0060.and adjusted by the National Geodetic Survey in June 1991..
 MK0060.WARNING-Repeat measurements at this control monument indicate possible
 MK0060.vertical movement.
 MK0060
 MK0060.The geoid height was determined by GEOID03.
 MK0060
 MK0060.The dynamic height is computed by dividing the NAVD 88
 MK0060.geopotential number by the normal gravity value computed on the
 MK0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0060.degrees latitude (g = 980.6199 gals.).
 MK0060
 MK0060.The modeled gravity was interpolated from observed gravity values.
 MK0060
 MK0060;                    North         East    Units  Estimated Accuracy
 MK0060;SPC IA N     - 1,046,210.    1,286,030.      MT  (+/- 180 meters Scaled)
 MK0060
 MK0060                          SUPERSEDED SURVEY CONTROL
 MK0060
 MK0060  NGVD 29 (??/??/92)  315.312  (m)         1034.49   (f) ADJ UNCH    1 2
 MK0060
 MK0060.Superseded values are not recommended for survey control.
 MK0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0060.See file dsdata.txt to determine how the superseded data were derived.
 MK0060
 MK0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM424413(NAD 83)
 MK0060_MARKER: DB = BENCH MARK DISK
 MK0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0060_STAMPING: Y 128 1948
 MK0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0060+STABILITY: SURFACE MOTION
 MK0060
 MK0060  HISTORY     - Date     Condition        Report By
 MK0060  HISTORY     - 1948     MONUMENTED       CGS
 MK0060  HISTORY     - 1965     GOOD             NGS
 MK0060  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0060  HISTORY     - 19890905 MARK NOT FOUND   NGS
 MK0060
 MK0060                          STATION DESCRIPTION
 MK0060
 MK0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 MK0060'3 MI S FROM BLENCOE.
 MK0060'3.0 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0060'FROM THE STATION AT BLENCOE, AT A ROAD CROSSING, 63.0 FT. NORTH
 MK0060'OF THE FIRST POLE (ALONG THE WEST SIDE OF THE TRACK) SOUTH OF THE
 MK0060'CROSSING, 45.7 FT. WEST OF AND 9.0 FT. LOWER THAN THE WEST
 MK0060'SIDE OF THE TRACK, 45.0 FT. SOUTH OF THE CENTER LINE OF THE ROAD,
 MK0060'1.9 FT. NORTH OF A REFERENCE POST, 0.9 FT. EAST OF THE WEST
 MK0060'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE POST, ABOUT
 MK0060'A 1/2 FT BELOW THE SURFACE OF THE GROUND.
 MK0060
 MK0060                          STATION RECOVERY (1974)
 MK0060
 MK0060'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0060'MARK NOT FOUND.
 MK0060
 MK0060                          STATION RECOVERY (1989)
 MK0060
 MK0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0041 ***********************************************************************
 MK0041  DESIGNATION -  Y 129
 MK0041  PID         -  MK0041
 MK0041  STATE/COUNTY-  IA/HARRISON
 MK0041  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0041
 MK0041                         *CURRENT SURVEY CONTROL
 MK0041  ___________________________________________________________________
 MK0041* NAD 83(1986)-  41 46 22.     (N)    096 02 15.     (W)     SCALED    
 MK0041* NAVD 88     -       313.862  (meters)    1029.73   (feet)  ADJUSTED  
 MK0041  ___________________________________________________________________
 MK0041  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 MK0041  DYNAMIC HT  -         313.734 (meters)    1029.31  (feet)  COMP
 MK0041  MODELED GRAV-     980,206.4   (mgal)                       NAVD 88
 MK0041
 MK0041  VERT ORDER  -  FIRST     CLASS II
 MK0041
 MK0041.The horizontal coordinates were scaled from a topographic map and have
 MK0041.an estimated accuracy of +/- 6 seconds.
 MK0041
 MK0041.The orthometric height was determined by differential leveling
 MK0041.and adjusted by the National Geodetic Survey in June 1991..
 MK0041
 MK0041.The geoid height was determined by GEOID03.
 MK0041
 MK0041.The dynamic height is computed by dividing the NAVD 88
 MK0041.geopotential number by the normal gravity value computed on the
 MK0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0041.degrees latitude (g = 980.6199 gals.).
 MK0041
 MK0041.The modeled gravity was interpolated from observed gravity values.
 MK0041
 MK0041;                    North         East    Units  Estimated Accuracy
 MK0041;SPC IA S     -   199,950.      289,050.      MT  (+/- 180 meters Scaled)
 MK0041
 MK0041                          SUPERSEDED SURVEY CONTROL
 MK0041
 MK0041  NGVD 29 (??/??/92)  313.714  (m)         1029.24   (f) ADJ UNCH    1 2
 MK0041
 MK0041.Superseded values are not recommended for survey control.
 MK0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0041.See file dsdata.txt to determine how the superseded data were derived.
 MK0041
 MK0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM462287(NAD 83)
 MK0041_MARKER: DB = BENCH MARK DISK
 MK0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0041_SP_SET: CONCRETE POST
 MK0041_STAMPING: Y 129 1948
 MK0041_MARK LOGO: CGS   
 MK0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0041+STABILITY: SURFACE MOTION
 MK0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0041+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1989
 MK0041
 MK0041  HISTORY     - Date     Condition        Report By
 MK0041  HISTORY     - 1948     MONUMENTED       CGS
 MK0041  HISTORY     - 1974     GOOD             LOCSUR
 MK0041  HISTORY     - 19890824 GOOD             NGS
 MK0041
 MK0041                          STATION DESCRIPTION
 MK0041
 MK0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0041'2.2 MI S FROM RIVER SIOUX.
 MK0041'2.25 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0041'FROM THE STATION AT RIVER SIOUX, 0.25 MILE SOUTH OF A ROAD
 MK0041'CROSSING, 0.2 MILE NORTHEAST OF A FARMHOUSE, 133.0 FEET WEST
 MK0041'RAIL, 122.8 FEET WEST OF SEMAPHORE SIGNAL 52, 51.8 FEET WEST
 MK0041'OF THE CENTER LINE OF U.S. HIGHWAY 75, 10.5 FEET SOUTH OF A
 MK0041'T FENCE CORNER, 1.7 FEET NORTH OF A WITNESS POST 1.6 FEET
 MK0041'EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0041'0.4 FOOT ABOVE THE GROUND.
 MK0041
 MK0041                          STATION RECOVERY (1974)
 MK0041
 MK0041'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0041'RECOVERED IN GOOD CONDITION.
 MK0041
 MK0041                          STATION RECOVERY (1989)
 MK0041
 MK0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0041'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.7 KM
 MK0041'(2.30 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 MK0041'ITS JUNCTION WITH STATE HIGHWAY 301 IN RIVER SIOUX.  DELETE--0.2 MILE
 MK0041'NORTHEAST OF A FARMHOUSE.  CHANGE--U.S. HIGHWAY 75, TO A PAVED ROAD,
 MK0041'AND 1.7 FEET NORTH, TO 0.5 M (1.6 FT) SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0269 ***********************************************************************
 NL0269  DESIGNATION -  Y 13
 NL0269  PID         -  NL0269
 NL0269  STATE/COUNTY-  IA/SAC
 NL0269  USGS QUAD   -  SCHALLER NORTH (1979)
 NL0269
 NL0269                         *CURRENT SURVEY CONTROL
 NL0269  ___________________________________________________________________
 NL0269* NAD 83(1986)-  42 30 04.     (N)    095 17 37.     (W)     SCALED    
 NL0269* NAVD 88     -       425.829  (meters)    1397.07   (feet)  ADJUSTED  
 NL0269  ___________________________________________________________________
 NL0269  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 NL0269  DYNAMIC HT  -         425.678 (meters)    1396.58  (feet)  COMP
 NL0269  MODELED GRAV-     980,252.8   (mgal)                       NAVD 88
 NL0269
 NL0269  VERT ORDER  -  FIRST     CLASS II
 NL0269
 NL0269.The horizontal coordinates were scaled from a topographic map and have
 NL0269.an estimated accuracy of +/- 6 seconds.
 NL0269
 NL0269.The orthometric height was determined by differential leveling
 NL0269.and adjusted by the National Geodetic Survey in June 1991..
 NL0269
 NL0269.The geoid height was determined by GEOID03.
 NL0269
 NL0269.The dynamic height is computed by dividing the NAVD 88
 NL0269.geopotential number by the normal gravity value computed on the
 NL0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0269.degrees latitude (g = 980.6199 gals.).
 NL0269
 NL0269.The modeled gravity was interpolated from observed gravity values.
 NL0269
 NL0269;                    North         East    Units  Estimated Accuracy
 NL0269;SPC IA N     - 1,112,760.    1,352,590.      MT  (+/- 180 meters Scaled)
 NL0269
 NL0269                          SUPERSEDED SURVEY CONTROL
 NL0269
 NL0269  NGVD 29 (??/??/92)  425.712  (m)         1396.69   (f) ADJ UNCH    1 2
 NL0269
 NL0269.Superseded values are not recommended for survey control.
 NL0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0269.See file dsdata.txt to determine how the superseded data were derived.
 NL0269
 NL0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH115079(NAD 83)
 NL0269_MARKER: DB = BENCH MARK DISK
 NL0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0269_STAMPING: 1396.690 Y 13 1933
 NL0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0269+STABILITY: SURFACE MOTION
 NL0269
 NL0269  HISTORY     - Date     Condition        Report By
 NL0269  HISTORY     - 1933     MONUMENTED       CGS
 NL0269  HISTORY     - 1934     GOOD             NGS
 NL0269  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0269
 NL0269                          STATION DESCRIPTION
 NL0269
 NL0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0269'AT SCHALLER.
 NL0269'AT SCHALLER, 131 FEET WEST OF THE WEST END OF THE CHICAGO AND
 NL0269'NORTH WESTERN RAILWAY STATION, 67.3 FEET NORTHEAST OF THE
 NL0269'NORTHEAST CORNER OF A CONCRETE GRAIN ELEVATOR, 20.5 FEET SOUTH
 NL0269'OF THE CENTERLINE OF THE MAIN TRACK, AND 15.2 FEET WEST OF THE
 NL0269'WEST CURB LINE OF A PAVED STREET.  A STANDARD DISK, STAMPED
 NL0269'1396.690 Y 1933 AND SET IN THE TOP OF A CONCRETE POST.
 NL0269
 NL0269                          STATION RECOVERY (2000)
 NL0269
 NL0269'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0269'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0834 ***********************************************************************
 MJ0834  DESIGNATION -  Y 130
 MJ0834  PID         -  MJ0834
 MJ0834  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0834  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0834
 MJ0834                         *CURRENT SURVEY CONTROL
 MJ0834  ___________________________________________________________________
 MJ0834* NAD 83(1986)-  41 09 50.     (N)    095 50 12.     (W)     SCALED    
 MJ0834* NAVD 88     -       296.350  (meters)     972.27   (feet)  ADJUSTED  
 MJ0834  ___________________________________________________________________
 MJ0834  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 MJ0834  DYNAMIC HT  -         296.231 (meters)     971.88  (feet)  COMP
 MJ0834  MODELED GRAV-     980,213.0   (mgal)                       NAVD 88
 MJ0834
 MJ0834  VERT ORDER  -  SECOND    CLASS 0
 MJ0834
 MJ0834.The horizontal coordinates were scaled from a topographic map and have
 MJ0834.an estimated accuracy of +/- 6 seconds.
 MJ0834
 MJ0834.The orthometric height was determined by differential leveling
 MJ0834.and adjusted by the National Geodetic Survey in June 1991..
 MJ0834
 MJ0834.The geoid height was determined by GEOID03.
 MJ0834
 MJ0834.The dynamic height is computed by dividing the NAVD 88
 MJ0834.geopotential number by the normal gravity value computed on the
 MJ0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0834.degrees latitude (g = 980.6199 gals.).
 MJ0834
 MJ0834.The modeled gravity was interpolated from observed gravity values.
 MJ0834
 MJ0834;                    North         East    Units  Estimated Accuracy
 MJ0834;SPC IA S     -   131,880.      303,930.      MT  (+/- 180 meters Scaled)
 MJ0834
 MJ0834                          SUPERSEDED SURVEY CONTROL
 MJ0834
 MJ0834  NGVD 29 (??/??/92)  296.257  (m)          971.97   (f) ADJ UNCH    2 0
 MJ0834
 MJ0834.Superseded values are not recommended for survey control.
 MJ0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0834.See file dsdata.txt to determine how the superseded data were derived.
 MJ0834
 MJ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF620608(NAD 83)
 MJ0834_MARKER: DB = BENCH MARK DISK
 MJ0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0834_STAMPING: Y 130 1948
 MJ0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0834+STABILITY: SURFACE MOTION
 MJ0834
 MJ0834  HISTORY     - Date     Condition        Report By
 MJ0834  HISTORY     - 1948     MONUMENTED       CGS
 MJ0834
 MJ0834                          STATION DESCRIPTION
 MJ0834
 MJ0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0834'8.4 MI SW FROM COUNCIL BLUFFS.
 MJ0834'6.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0834'FROM THE STATION AT COUNCIL BLUFFS, THENCE 0.6 MILE WEST ALONG
 MJ0834'A GRAVEL ROAD WHICH FOLLOWS ALONG THE SOUTH END OF CARR LAKE,
 MJ0834'THENCE 0.9 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.65 MILE
 MJ0834'WEST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTHWEST AND NORTH
 MJ0834'ALONG A FARM ROAD, 0.1 MILE NORTHWEST AND 0.2 MILE NORTH OF THE
 MJ0834'COUNTY LINE ROAD, AT A PROPERTY LINE CORNER, AT THE EAST END
 MJ0834'OF A HEDGE ROW OF LARGE BUSHES WHICH FOLLOWS AN EAST-WEST FENCE
 MJ0834'LINE, 1.0 FOOT EAST OF THE END OF THE FENCE LINE, ON LINE WITH
 MJ0834'THE HEDGE ROW LEADING SOUTH, AT THE NORTHEAST CORNER OF THE SACKS
 MJ0834'BROS. FARM, 12.5 FEET WEST OF THE FARM ROAD, 1.3 FEET SOUTH OF
 MJ0834'A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0834'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0869 ***********************************************************************
 MJ0869  DESIGNATION -  Y 131
 MJ0869  PID         -  MJ0869
 MJ0869  STATE/COUNTY-  IA/MILLS
 MJ0869  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0869
 MJ0869                         *CURRENT SURVEY CONTROL
 MJ0869  ___________________________________________________________________
 MJ0869* NAD 83(1986)-  41 01 11.     (N)    095 50 30.     (W)     SCALED    
 MJ0869* NAVD 88     -       291.083  (meters)     954.99   (feet)  ADJUSTED  
 MJ0869  ___________________________________________________________________
 MJ0869  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 MJ0869  DYNAMIC HT  -         290.962 (meters)     954.60  (feet)  COMP
 MJ0869  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 MJ0869
 MJ0869  VERT ORDER  -  SECOND    CLASS 0
 MJ0869
 MJ0869.The horizontal coordinates were scaled from a topographic map and have
 MJ0869.an estimated accuracy of +/- 6 seconds.
 MJ0869
 MJ0869.The orthometric height was determined by differential leveling
 MJ0869.and adjusted by the National Geodetic Survey in June 1991..
 MJ0869
 MJ0869.The geoid height was determined by GEOID03.
 MJ0869
 MJ0869.The dynamic height is computed by dividing the NAVD 88
 MJ0869.geopotential number by the normal gravity value computed on the
 MJ0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0869.degrees latitude (g = 980.6199 gals.).
 MJ0869
 MJ0869.The modeled gravity was interpolated from observed gravity values.
 MJ0869
 MJ0869;                    North         East    Units  Estimated Accuracy
 MJ0869;SPC IA S     -   115,890.      303,080.      MT  (+/- 180 meters Scaled)
 MJ0869
 MJ0869                          SUPERSEDED SURVEY CONTROL
 MJ0869
 MJ0869  NGVD 29 (??/??/92)  290.990  (m)          954.69   (f) ADJ UNCH    2 0
 MJ0869
 MJ0869.Superseded values are not recommended for survey control.
 MJ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0869.See file dsdata.txt to determine how the superseded data were derived.
 MJ0869
 MJ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF610448(NAD 83)
 MJ0869_MARKER: DB = BENCH MARK DISK
 MJ0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0869_STAMPING: Y 131 1948
 MJ0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0869+STABILITY: SURFACE MOTION
 MJ0869
 MJ0869  HISTORY     - Date     Condition        Report By
 MJ0869  HISTORY     - 1948     MONUMENTED       CGS
 MJ0869
 MJ0869                          STATION DESCRIPTION
 MJ0869
 MJ0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0869'2.8 MI W FROM PACIFIC JUNCTION.
 MJ0869'1 BLOCK WEST AND 1 1/2 BLOCKS NORTH FROM THE PACIFIC JUNCTION
 MJ0869'SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE WEST ALONG A DIRT
 MJ0869'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE
 MJ0869'WEST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTH ALONG A DIRT
 MJ0869'ROAD, 0.3 MILE NORTH OF A ROAD CROSSING, 0.25 MILE SOUTH OF A
 MJ0869'POINT WHERE THE NORTHERN NATURAL GAS COMPANY PIPE LINE CROSSES
 MJ0869'UNDER THE ROAD, 22.5 FEET EAST OF THE CENTER LINE OF THE
 MJ0869'NORTH-SOUTH ROAD, 26.0 FEET NORTH OF THE WEST END OF AN
 MJ0869'EAST-WEST FENCE LINE ALONG WHICH IS LOCATED EAST INTO A FIELD,
 MJ0869'1.5 FEET SOUTH OF A 4X4 REFERENCE POST, 1.0 FOOT WEST OF A
 MJ0869'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0869'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0595 ***********************************************************************
 MJ0595  DESIGNATION -  Y 132
 MJ0595  PID         -  MJ0595
 MJ0595  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0595  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0595
 MJ0595                         *CURRENT SURVEY CONTROL
 MJ0595  ___________________________________________________________________
 MJ0595* NAD 83(1986)-  41 09 39.     (N)    095 48 53.     (W)     SCALED    
 MJ0595* NAVD 88     -       296.245  (meters)     971.93   (feet)  ADJUSTED  
 MJ0595  ___________________________________________________________________
 MJ0595  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MJ0595  DYNAMIC HT  -         296.126 (meters)     971.54  (feet)  COMP
 MJ0595  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 MJ0595
 MJ0595  VERT ORDER  -  FIRST     CLASS II
 MJ0595
 MJ0595.The horizontal coordinates were scaled from a topographic map and have
 MJ0595.an estimated accuracy of +/- 6 seconds.
 MJ0595
 MJ0595.The orthometric height was determined by differential leveling
 MJ0595.and adjusted by the National Geodetic Survey in June 1991..
 MJ0595
 MJ0595.The geoid height was determined by GEOID03.
 MJ0595
 MJ0595.The dynamic height is computed by dividing the NAVD 88
 MJ0595.geopotential number by the normal gravity value computed on the
 MJ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0595.degrees latitude (g = 980.6199 gals.).
 MJ0595
 MJ0595.The modeled gravity was interpolated from observed gravity values.
 MJ0595
 MJ0595;                    North         East    Units  Estimated Accuracy
 MJ0595;SPC IA S     -   131,490.      305,760.      MT  (+/- 180 meters Scaled)
 MJ0595
 MJ0595                          SUPERSEDED SURVEY CONTROL
 MJ0595
 MJ0595  NGVD 29 (??/??/92)  296.149  (m)          971.62   (f) ADJ UNCH    1 2
 MJ0595
 MJ0595.Superseded values are not recommended for survey control.
 MJ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0595.See file dsdata.txt to determine how the superseded data were derived.
 MJ0595
 MJ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF638604(NAD 83)
 MJ0595_MARKER: DB = BENCH MARK DISK
 MJ0595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0595_SP_SET: BRIDGE
 MJ0595_STAMPING: Y 132 1948
 MJ0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0595
 MJ0595  HISTORY     - Date     Condition        Report By
 MJ0595  HISTORY     - 1948     MONUMENTED       CGS
 MJ0595  HISTORY     - 19890725 MARK NOT FOUND   NGS
 MJ0595
 MJ0595                          STATION DESCRIPTION
 MJ0595
 MJ0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0595'6.9 MI S FROM COUNCIL BLUFFS.
 MJ0595'6.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0595'FROM THE STATION AT COUNCIL BLUFFS, AT RAILROAD MILEAGE 485.3,
 MJ0595'SET IN THE WEST END OF THE NORTH BRIDGE SEAT OF BRIDGE NO. 485.27,
 MJ0595'6.1 FEET WEST OF THE WEST RAIL, 2.0 FEET EAST OF THE WEST END
 MJ0595'OF THE BRIDGE SEAT, 0.6 FOOT NORTH OF THE SOUTH FACE OF THE
 MJ0595'BRIDGE SEAT, 4.0 FEET BELOW TRACK LEVEL.
 MJ0595
 MJ0595                          STATION RECOVERY (1989)
 MJ0595
 MJ0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1138 ***********************************************************************
 LF1138  DESIGNATION -  Y 133
 LF1138  PID         -  LF1138
 LF1138  STATE/COUNTY-  IA/FREMONT
 LF1138  USGS QUAD   -  MC PAUL (1984)
 LF1138
 LF1138                         *CURRENT SURVEY CONTROL
 LF1138  ___________________________________________________________________
 LF1138* NAD 83(1986)-  40 52 04.     (N)    095 49 22.     (W)     SCALED    
 LF1138* NAVD 88     -       286.714  (meters)     940.66   (feet)  ADJUSTED  
 LF1138  ___________________________________________________________________
 LF1138  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 LF1138  DYNAMIC HT  -         286.581 (meters)     940.22  (feet)  COMP
 LF1138  MODELED GRAV-     980,154.3   (mgal)                       NAVD 88
 LF1138
 LF1138  VERT ORDER  -  SECOND    CLASS 0
 LF1138
 LF1138.The horizontal coordinates were scaled from a topographic map and have
 LF1138.an estimated accuracy of +/- 6 seconds.
 LF1138
 LF1138.The orthometric height was determined by differential leveling
 LF1138.and adjusted by the National Geodetic Survey in June 1991..
 LF1138
 LF1138.The geoid height was determined by GEOID03.
 LF1138
 LF1138.The dynamic height is computed by dividing the NAVD 88
 LF1138.geopotential number by the normal gravity value computed on the
 LF1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1138.degrees latitude (g = 980.6199 gals.).
 LF1138
 LF1138.The modeled gravity was interpolated from observed gravity values.
 LF1138
 LF1138;                    North         East    Units  Estimated Accuracy
 LF1138;SPC IA S     -    98,980.      304,210.      MT  (+/- 180 meters Scaled)
 LF1138
 LF1138                          SUPERSEDED SURVEY CONTROL
 LF1138
 LF1138  NGVD 29 (??/??/92)  286.629  (m)          940.38   (f) ADJ UNCH    2 0
 LF1138
 LF1138.Superseded values are not recommended for survey control.
 LF1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1138.See file dsdata.txt to determine how the superseded data were derived.
 LF1138
 LF1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF621279(NAD 83)
 LF1138_MARKER: DB = BENCH MARK DISK
 LF1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1138_STAMPING: Y 133 1948
 LF1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1138+STABILITY: SURFACE MOTION
 LF1138
 LF1138  HISTORY     - Date     Condition        Report By
 LF1138  HISTORY     - 1948     MONUMENTED       CGS
 LF1138
 LF1138                          STATION DESCRIPTION
 LF1138
 LF1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1138'2.4 MI SW FROM BARTLETT.
 LF1138'0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1138'FROM THE STATION AT BARTLETT, THENCE 0.9 MILE WEST ALONG A DIRT
 LF1138'ROAD ON TOP OF THE SOUTH LEVEE OF WAUBONSIE CREEK DITCH, THENCE
 LF1138'0.4 MILE SOUTHWEST ALONG A DIRT ROAD ON TOP OF THE RIVER LEVEE,
 LF1138'THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.6 MILE SOUTH
 LF1138'AND WEST ALONG A DIRT ROAD AND LEVEE ROAD, 0.15 MILE WEST OF A
 LF1138'POINT WHERE THE ROAD LEAVES THE LEVEE, 163.0 FEET SOUTH OF THE
 LF1138'TOP OF THE LEVEE AND THE POINT WHERE THE DIRT ROAD FROM THE
 LF1138'SOUTH MAKES A RIGHT ANGLE TURN AND BEGINS FOLLOWING ALONG THE
 LF1138'TOP OF THE LEVEE LEADING EAST, 18.5 FEET EAST OF THE CENTER
 LF1138'LINE OF THE DIRT ROAD, 3.6 FEET NORTH OF A 4-INCH ELM TREE,
 LF1138'1.5 FEET SOUTH OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A
 LF1138'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0838 ***********************************************************************
 LF0838  DESIGNATION -  Y 134
 LF0838  PID         -  LF0838
 LF0838  STATE/COUNTY-  IA/FREMONT
 LF0838  USGS QUAD   -  SIDNEY (1981)
 LF0838
 LF0838                         *CURRENT SURVEY CONTROL
 LF0838  ___________________________________________________________________
 LF0838* NAD 83(1986)-  40 37 48.     (N)    095 42 59.     (W)     SCALED    
 LF0838* NAVD 88     -       277.503  (meters)     910.44   (feet)  ADJUSTED  
 LF0838  ___________________________________________________________________
 LF0838  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LF0838  DYNAMIC HT  -         277.357 (meters)     909.96  (feet)  COMP
 LF0838  MODELED GRAV-     980,091.0   (mgal)                       NAVD 88
 LF0838
 LF0838  VERT ORDER  -  FIRST     CLASS II
 LF0838
 LF0838.The horizontal coordinates were scaled from a topographic map and have
 LF0838.an estimated accuracy of +/- 6 seconds.
 LF0838
 LF0838.The orthometric height was determined by differential leveling
 LF0838.and adjusted by the National Geodetic Survey in June 1991..
 LF0838
 LF0838.The geoid height was determined by GEOID03.
 LF0838
 LF0838.The dynamic height is computed by dividing the NAVD 88
 LF0838.geopotential number by the normal gravity value computed on the
 LF0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0838.degrees latitude (g = 980.6199 gals.).
 LF0838
 LF0838.The modeled gravity was interpolated from observed gravity values.
 LF0838
 LF0838;                    North         East    Units  Estimated Accuracy
 LF0838;SPC IA S     -    72,350.      312,510.      MT  (+/- 180 meters Scaled)
 LF0838
 LF0838                          SUPERSEDED SURVEY CONTROL
 LF0838
 LF0838  NGVD 29 (??/??/92)  277.404  (m)          910.12   (f) ADJ UNCH    1 2
 LF0838
 LF0838.Superseded values are not recommended for survey control.
 LF0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0838.See file dsdata.txt to determine how the superseded data were derived.
 LF0838
 LF0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF702012(NAD 83)
 LF0838_MARKER: DB = BENCH MARK DISK
 LF0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0838_SP_SET: CONCRETE POST
 LF0838_STAMPING: Y 134 1948
 LF0838_MARK LOGO: CGS   
 LF0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0838+STABILITY: SURFACE MOTION
 LF0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0838+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 LF0838
 LF0838  HISTORY     - Date     Condition        Report By
 LF0838  HISTORY     - 1948     MONUMENTED       CGS
 LF0838  HISTORY     - 1948     GOOD             NGS
 LF0838  HISTORY     - 19890726 GOOD             NGS
 LF0838
 LF0838                          STATION DESCRIPTION
 LF0838
 LF0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0838'3.4 MI SE FROM PAYNE.
 LF0838'3.45 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0838'RAILROAD FROM THE STATION AT PAYNE, AT A T-JUNCTION OF DIRT ROADS,
 LF0838'200.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 43.0 FEET WEST OF
 LF0838'THE PROJECTED CENTER LINE OF THE ROAD LEADING SOUTH, 41.0 FEET
 LF0838'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 27.9 FEET SOUTH
 LF0838'OF THE SOUTHEAST CORNER OF A FARMHOUSE, 5.0 FEET EAST OF A
 LF0838'4-FOOT COTTONWOOD TREE, 2.0 FEET EAST OF A 4 X 4 REFERENCE POST,
 LF0838'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 LF0838'THE GROUND.  NOTE-- MARK IS 0.8 MILE NORTHWEST OF C 135.
 LF0838
 LF0838                          STATION RECOVERY (1948)
 LF0838
 LF0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0838'RECOVERED IN GOOD CONDITION.
 LF0838
 LF0838                          STATION RECOVERY (1989)
 LF0838
 LF0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0838'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.9 KM
 LF0838'(3.65 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0838'JUNCTION OF MAIN STREET IN HAMBURG, 61.0 M (200.1 FT) SOUTHWEST OF
 LF0838'THE NEAR RAIL, 24.2 M (79.4 FT) WEST OF A UTILITY POLE, 14.7 M (48.2
 LF0838'FT) NORTH OF THE CENTER OF A DRIVEWAY, 10.1 M (33.1 FT) NORTHEAST OF
 LF0838'AN UNDERGROUND CABLE JUNCTION BOX, 8.6 M (28.2 FT) SOUTH OF THE
 LF0838'SOUTHEAST CORNER OF A FARM HOUSE, LEVEL WITH THE DRIVEWAY, AND IN A
 LF0838'CONCRETE MONUMENT THAT PROJECTS 0.07 M (0.2 FT) ABOVE THE GROUND
 LF0838'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0563 ***********************************************************************
 MJ0563  DESIGNATION -  Y 135
 MJ0563  PID         -  MJ0563
 MJ0563  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0563  USGS QUAD   -  UNDERWOOD (1994)
 MJ0563
 MJ0563                         *CURRENT SURVEY CONTROL
 MJ0563  ___________________________________________________________________
 MJ0563* NAD 83(1986)-  41 23 36.     (N)    095 40 27.     (W)     SCALED    
 MJ0563* NAVD 88     -       323.699  (meters)    1062.00   (feet)  ADJUSTED  
 MJ0563  ___________________________________________________________________
 MJ0563  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 MJ0563  DYNAMIC HT  -         323.560 (meters)    1061.55  (feet)  COMP
 MJ0563  MODELED GRAV-     980,184.8   (mgal)                       NAVD 88
 MJ0563
 MJ0563  VERT ORDER  -  FIRST     CLASS II
 MJ0563
 MJ0563.The horizontal coordinates were scaled from a topographic map and have
 MJ0563.an estimated accuracy of +/- 6 seconds.
 MJ0563
 MJ0563.The orthometric height was determined by differential leveling
 MJ0563.and adjusted by the National Geodetic Survey in June 1991..
 MJ0563
 MJ0563.The geoid height was determined by GEOID03.
 MJ0563
 MJ0563.The dynamic height is computed by dividing the NAVD 88
 MJ0563.geopotential number by the normal gravity value computed on the
 MJ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0563.degrees latitude (g = 980.6199 gals.).
 MJ0563
 MJ0563.The modeled gravity was interpolated from observed gravity values.
 MJ0563
 MJ0563;                    North         East    Units  Estimated Accuracy
 MJ0563;SPC IA S     -   157,000.      318,200.      MT  (+/- 180 meters Scaled)
 MJ0563
 MJ0563                          SUPERSEDED SURVEY CONTROL
 MJ0563
 MJ0563  NGVD 29 (??/??/92)  323.581  (m)         1061.62   (f) ADJ UNCH    1 2
 MJ0563
 MJ0563.Superseded values are not recommended for survey control.
 MJ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0563.See file dsdata.txt to determine how the superseded data were derived.
 MJ0563
 MJ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF764858(NAD 83)
 MJ0563_MARKER: DB = BENCH MARK DISK
 MJ0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0563_SP_SET: CULVERT
 MJ0563_STAMPING: Y 135 1948
 MJ0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0563
 MJ0563  HISTORY     - Date     Condition        Report By
 MJ0563  HISTORY     - 1948     MONUMENTED       CGS
 MJ0563
 MJ0563                          STATION DESCRIPTION
 MJ0563
 MJ0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0563'0.4 MI NE FROM UNDERWOOD.
 MJ0563'0.45 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0563'RAILROAD FROM THE STATION AT UNDERWOOD, SET IN THE NORTHWEST
 MJ0563'CONCRETE HEADWALL FOR A CONCRETE BOX CULVERT UNDER THE RAILROAD,
 MJ0563'3.0 FEET SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL,
 MJ0563'ABOUT 100.0 FEET SOUTHWEST OF THE NORTHEAST END OF THE UNDERWOOD
 MJ0563'SIDE TRACK, 72.0 FEET SOUTH OF 31 (STATION) STENCILLED ON THE
 MJ0563'SOUTHEAST EDGE OF THE HIGHWAY PAVING, 42.3 FEET SOUTHEAST
 MJ0563'OF THE CENTER OF THE SOUTHEAST HEADWALL OF A CONCRETE BOX CULVERT
 MJ0563'UNDER STATE HIGHWAY 64, 21.4 FEET NORTHWEST OF THE NORTHWEST
 MJ0563'RAIL OF THE MAIN TRACK, 3.0 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0231 ***********************************************************************
 MK0231  DESIGNATION -  Y 136
 MK0231  PID         -  MK0231
 MK0231  STATE/COUNTY-  IA/HARRISON
 MK0231  USGS QUAD   -  MODALE (1970)
 MK0231
 MK0231                         *CURRENT SURVEY CONTROL
 MK0231  ___________________________________________________________________
 MK0231* NAD 83(1986)-  41 36 42.     (N)    096 05 15.     (W)     SCALED    
 MK0231* NAVD 88     -       307.763  (meters)    1009.72   (feet)  ADJUSTED  
 MK0231  ___________________________________________________________________
 MK0231  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 MK0231  DYNAMIC HT  -         307.628 (meters)    1009.28  (feet)  COMP
 MK0231  MODELED GRAV-     980,177.8   (mgal)                       NAVD 88
 MK0231
 MK0231  VERT ORDER  -  SECOND    CLASS 0
 MK0231
 MK0231.The horizontal coordinates were scaled from a topographic map and have
 MK0231.an estimated accuracy of +/- 6 seconds.
 MK0231
 MK0231.The orthometric height was determined by differential leveling
 MK0231.and adjusted by the National Geodetic Survey in June 1991..
 MK0231
 MK0231.The geoid height was determined by GEOID03.
 MK0231
 MK0231.The dynamic height is computed by dividing the NAVD 88
 MK0231.geopotential number by the normal gravity value computed on the
 MK0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0231.degrees latitude (g = 980.6199 gals.).
 MK0231
 MK0231.The modeled gravity was interpolated from observed gravity values.
 MK0231
 MK0231;                    North         East    Units  Estimated Accuracy
 MK0231;SPC IA S     -   182,180.      284,360.      MT  (+/- 180 meters Scaled)
 MK0231
 MK0231                          SUPERSEDED SURVEY CONTROL
 MK0231
 MK0231  NGVD 29 (??/??/92)  307.616  (m)         1009.24   (f) ADJ UNCH    2 0
 MK0231
 MK0231.Superseded values are not recommended for survey control.
 MK0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0231.See file dsdata.txt to determine how the superseded data were derived.
 MK0231
 MK0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM426107(NAD 83)
 MK0231_MARKER: DB = BENCH MARK DISK
 MK0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0231_STAMPING: Y 136 1948
 MK0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0231+STABILITY: SURFACE MOTION
 MK0231
 MK0231  HISTORY     - Date     Condition        Report By
 MK0231  HISTORY     - 1948     MONUMENTED       CGS
 MK0231
 MK0231                          STATION DESCRIPTION
 MK0231
 MK0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0231'5.3 MI NW FROM MODALE.
 MK0231'1.0 MILE SOUTH ALONG STATE HIGHWAY NO. 300 FROM THE MODALE
 MK0231'CONSOLIDATED SCHOOL AT MODALE, THENCE 3.2 MILES WEST ALONG A
 MK0231'DIRT ROAD, THENCE 0.6 MILE NORTH ALONG A DIRT ROAD, THENCE
 MK0231'0.5 MILE WEST ALONG A DIRT ROAD, AT A T ROAD, 24.0 FEET EAST OF
 MK0231'THE CENTER LINE OF THE ROAD LEADING NORTH, 17.0 FEET NORTH OF
 MK0231'THE CENTER LINE OF THE ROAD LEADING EAST, 2.0 FEET EAST OF A
 MK0231'5-FOOT COTTONWOOD TREE, 1.4 FEET WEST OF A REFERENCE POST, SET
 MK0231'IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0706 ***********************************************************************
 MJ0706  DESIGNATION -  Y 137
 MJ0706  PID         -  MJ0706
 MJ0706  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0706  USGS QUAD   -  LOVELAND (1994)
 MJ0706
 MJ0706                         *CURRENT SURVEY CONTROL
 MJ0706  ___________________________________________________________________
 MJ0706* NAD 83(1986)-  41 29 02.     (N)    095 57 05.     (W)     SCALED    
 MJ0706* NAVD 88     -       304.055  (meters)     997.55   (feet)  ADJUSTED  
 MJ0706  ___________________________________________________________________
 MJ0706  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 MJ0706  DYNAMIC HT  -         303.914 (meters)     997.09  (feet)  COMP
 MJ0706  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 MJ0706
 MJ0706  VERT ORDER  -  SECOND    CLASS 0
 MJ0706
 MJ0706.The horizontal coordinates were scaled from a topographic map and have
 MJ0706.an estimated accuracy of +/- 6 seconds.
 MJ0706
 MJ0706.The orthometric height was determined by differential leveling
 MJ0706.and adjusted by the National Geodetic Survey in June 1991..
 MJ0706
 MJ0706.The geoid height was determined by GEOID03.
 MJ0706
 MJ0706.The dynamic height is computed by dividing the NAVD 88
 MJ0706.geopotential number by the normal gravity value computed on the
 MJ0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0706.degrees latitude (g = 980.6199 gals.).
 MJ0706
 MJ0706.The modeled gravity was interpolated from observed gravity values.
 MJ0706
 MJ0706;                    North         East    Units  Estimated Accuracy
 MJ0706;SPC IA S     -   167,670.      295,300.      MT  (+/- 180 meters Scaled)
 MJ0706
 MJ0706                          SUPERSEDED SURVEY CONTROL
 MJ0706
 MJ0706  NGVD 29 (??/??/92)  303.915  (m)          997.09   (f) ADJ UNCH    2 0
 MJ0706
 MJ0706.Superseded values are not recommended for survey control.
 MJ0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0706.See file dsdata.txt to determine how the superseded data were derived.
 MJ0706
 MJ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF535966(NAD 83)
 MJ0706_MARKER: DB = BENCH MARK DISK
 MJ0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0706_STAMPING: Y 137 1948
 MJ0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0706+STABILITY: SURFACE MOTION
 MJ0706
 MJ0706  HISTORY     - Date     Condition        Report By
 MJ0706  HISTORY     - 1948     MONUMENTED       CGS
 MJ0706
 MJ0706                          STATION DESCRIPTION
 MJ0706
 MJ0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0706'4.2 MI W FROM LOVELAND.
 MJ0706'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0706'LOVELAND, THENCE 2.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.0
 MJ0706'MILE SOUTH ALONG A DIRT ROAD, THENCE 0.8 MILE WEST ALONG A
 MJ0706'DIRT ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING
 MJ0706'NORTH AND EAST, 69.0 FEET WEST OF THE WEST END OF A WOODEN
 MJ0706'BRIDGE, 23.0 FEET SOUTH OF A POINT ON THE CENTER LINE OF THE
 MJ0706'EAST TANGENT OF THE ROAD, 26.0 FEET SOUTH OF A POINT IN LINE WITH
 MJ0706'THE NORTH SIDE OF A FARMHOUSE, 21.0 FEET EAST OF THE PROJECTED
 MJ0706'CENTER LINE OF THE NORTH TANGENT OF THE ROAD, 1.0 FOOT NORTH OF
 MJ0706'A FENCE, 1.7 FEET WEST OF A REFERENCE POST, SET IN TOP OF A
 MJ0706'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0739 ***********************************************************************
 MJ0739  DESIGNATION -  Y 138
 MJ0739  PID         -  MJ0739
 MJ0739  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0739  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0739
 MJ0739                         *CURRENT SURVEY CONTROL
 MJ0739  ___________________________________________________________________
 MJ0739* NAD 83(1986)-  41 20 38.     (N)    095 54 29.     (W)     SCALED    
 MJ0739* NAVD 88     -       300.088  (meters)     984.54   (feet)  ADJUSTED  
 MJ0739  ___________________________________________________________________
 MJ0739  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 MJ0739  DYNAMIC HT  -         299.959 (meters)     984.12  (feet)  COMP
 MJ0739  MODELED GRAV-     980,186.5   (mgal)                       NAVD 88
 MJ0739
 MJ0739  VERT ORDER  -  SECOND    CLASS 0
 MJ0739
 MJ0739.The horizontal coordinates were scaled from a topographic map and have
 MJ0739.an estimated accuracy of +/- 6 seconds.
 MJ0739
 MJ0739.The orthometric height was determined by differential leveling
 MJ0739.and adjusted by the National Geodetic Survey in June 1991..
 MJ0739
 MJ0739.The geoid height was determined by GEOID03.
 MJ0739
 MJ0739.The dynamic height is computed by dividing the NAVD 88
 MJ0739.geopotential number by the normal gravity value computed on the
 MJ0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0739.degrees latitude (g = 980.6199 gals.).
 MJ0739
 MJ0739.The modeled gravity was interpolated from observed gravity values.
 MJ0739
 MJ0739;                    North         East    Units  Estimated Accuracy
 MJ0739;SPC IA S     -   152,030.      298,490.      MT  (+/- 180 meters Scaled)
 MJ0739
 MJ0739                          SUPERSEDED SURVEY CONTROL
 MJ0739
 MJ0739  NGVD 29 (??/??/92)  299.962  (m)          984.13   (f) ADJ UNCH    2 0
 MJ0739
 MJ0739.Superseded values are not recommended for survey control.
 MJ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0739.See file dsdata.txt to determine how the superseded data were derived.
 MJ0739
 MJ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF566810(NAD 83)
 MJ0739_MARKER: DB = BENCH MARK DISK
 MJ0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0739_STAMPING: Y 138 1948
 MJ0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0739+STABILITY: SURFACE MOTION
 MJ0739
 MJ0739  HISTORY     - Date     Condition        Report By
 MJ0739  HISTORY     - 1948     MONUMENTED       CGS
 MJ0739
 MJ0739                          STATION DESCRIPTION
 MJ0739
 MJ0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0739'4.3 MI SW FROM CRESCENT.
 MJ0739'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0739'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 0.5
 MJ0739'MILE SOUTH ALONG A DIRT ROAD, THENCE 1.4 MILES WEST ALONG A DIRT
 MJ0739'ROAD, THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD, AT A T ROAD, 37.0
 MJ0739'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 15.0 FEET
 MJ0739'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, BETWEEN A POWER
 MJ0739'LINE POLE AND THE POLE BRACE, 2.4 FEET NORTH OF A CORNER FENCE
 MJ0739'POST, 3.0 FEET NORTH OF THE POWER LINE POLE, 1.0 FOOT EAST OF A
 MJ0739'FENCE, 1.0 FOOT SOUTH OF A REFERENCE POST, SET IN TOP OF A CONCRETE
 MJ0739'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0629 ***********************************************************************
 MJ0629  DESIGNATION -  Y 139
 MJ0629  PID         -  MJ0629
 MJ0629  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0629  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0629
 MJ0629                         *CURRENT SURVEY CONTROL
 MJ0629  ___________________________________________________________________
 MJ0629* NAD 83(1986)-  41 22 23.     (N)    095 52 43.     (W)     SCALED    
 MJ0629* NAVD 88     -       301.486  (meters)     989.13   (feet)  ADJUSTED  
 MJ0629  ___________________________________________________________________
 MJ0629  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 MJ0629  DYNAMIC HT  -         301.355 (meters)     988.70  (feet)  COMP
 MJ0629  MODELED GRAV-     980,178.8   (mgal)                       NAVD 88
 MJ0629
 MJ0629  VERT ORDER  -  FIRST     CLASS II
 MJ0629
 MJ0629.The horizontal coordinates were scaled from a topographic map and have
 MJ0629.an estimated accuracy of +/- 6 seconds.
 MJ0629
 MJ0629.The orthometric height was determined by differential leveling
 MJ0629.and adjusted by the National Geodetic Survey in June 1991..
 MJ0629
 MJ0629.The geoid height was determined by GEOID03.
 MJ0629
 MJ0629.The dynamic height is computed by dividing the NAVD 88
 MJ0629.geopotential number by the normal gravity value computed on the
 MJ0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0629.degrees latitude (g = 980.6199 gals.).
 MJ0629
 MJ0629.The modeled gravity was interpolated from observed gravity values.
 MJ0629
 MJ0629;                    North         East    Units  Estimated Accuracy
 MJ0629;SPC IA S     -   155,200.      301,040.      MT  (+/- 180 meters Scaled)
 MJ0629
 MJ0629                          SUPERSEDED SURVEY CONTROL
 MJ0629
 MJ0629  NGVD 29 (??/??/92)  301.357  (m)          988.70   (f) ADJ UNCH    1 2
 MJ0629
 MJ0629.Superseded values are not recommended for survey control.
 MJ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0629.See file dsdata.txt to determine how the superseded data were derived.
 MJ0629
 MJ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF592841(NAD 83)
 MJ0629_MARKER: DB = BENCH MARK DISK
 MJ0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0629+STABILITY: SURFACE MOTION
 MJ0629
 MJ0629  HISTORY     - Date     Condition        Report By
 MJ0629  HISTORY     - 1948     MONUMENTED       CGS
 MJ0629  HISTORY     - 1955     MARK NOT FOUND   NGS
 MJ0629
 MJ0629                          STATION DESCRIPTION
 MJ0629
 MJ0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MJ0629'1.1 MI N FROM CRESCENT.
 MJ0629'1.1 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0629'FROM THE STATION SIGN AT CRESCENT, ALONG THE WEST SIDE OF A
 MJ0629'CULTIVATED FIELD, 0.2 MILE SOUTH AND 0.5 MILE WEST OF A CORN CRIB
 MJ0629'BARN LOCATED IN THE NORTHEAST CORNER OF THE FIELD, 90.8 FEET
 MJ0629'EAST OF THE EAST RAIL OF THE EAST TRACK, IN LINE WITH A ROW OF
 MJ0629'TREES, 57.5 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, 1.4 FEET
 MJ0629'NORTH OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 MJ0629'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0151 ***********************************************************************
 NM0151  DESIGNATION -  Y 14
 NM0151  PID         -  NM0151
 NM0151  STATE/COUNTY-  IA/WOODBURY
 NM0151  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM0151
 NM0151                         *CURRENT SURVEY CONTROL
 NM0151  ___________________________________________________________________
 NM0151* NAD 83(1986)-  42 24 13.     (N)    096 21 28.     (W)     SCALED    
 NM0151* NAVD 88     -       333.072  (meters)    1092.75   (feet)  ADJUSTED  
 NM0151  ___________________________________________________________________
 NM0151  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 NM0151  DYNAMIC HT  -         332.964 (meters)    1092.40  (feet)  COMP
 NM0151  MODELED GRAV-     980,289.4   (mgal)                       NAVD 88
 NM0151
 NM0151  VERT ORDER  -  FIRST     CLASS II
 NM0151
 NM0151.The horizontal coordinates were scaled from a topographic map and have
 NM0151.an estimated accuracy of +/- 6 seconds.
 NM0151
 NM0151.The orthometric height was determined by differential leveling
 NM0151.and adjusted by the National Geodetic Survey in June 1991..
 NM0151.WARNING-Repeat measurements at this control monument indicate possible
 NM0151.vertical movement.
 NM0151
 NM0151.The geoid height was determined by GEOID03.
 NM0151
 NM0151.The dynamic height is computed by dividing the NAVD 88
 NM0151.geopotential number by the normal gravity value computed on the
 NM0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0151.degrees latitude (g = 980.6199 gals.).
 NM0151
 NM0151.The modeled gravity was interpolated from observed gravity values.
 NM0151
 NM0151;                    North         East    Units  Estimated Accuracy
 NM0151;SPC IA N     - 1,104,350.    1,264,790.      MT  (+/- 180 meters Scaled)
 NM0151
 NM0151                          SUPERSEDED SURVEY CONTROL
 NM0151
 NM0151  NGVD 29 (??/??/92)  332.908  (m)         1092.22   (f) ADJ UNCH    1 2
 NM0151
 NM0151.Superseded values are not recommended for survey control.
 NM0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0151.See file dsdata.txt to determine how the superseded data were derived.
 NM0151
 NM0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM174979(NAD 83)
 NM0151_MARKER: DB = BENCH MARK DISK
 NM0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0151_SP_SET: CONCRETE BASE
 NM0151_STAMPING: Y 14 1933 1092.189
 NM0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0151
 NM0151  HISTORY     - Date     Condition        Report By
 NM0151  HISTORY     - 1933     MONUMENTED       CGS
 NM0151  HISTORY     - 1948     GOOD             NGS
 NM0151  HISTORY     - 1975     GOOD             NGS
 NM0151  HISTORY     - 19890911 MARK NOT FOUND   NGS
 NM0151
 NM0151                          STATION DESCRIPTION
 NM0151
 NM0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0151'AT SERGEANT BLUFF.
 NM0151'AT SERGEANT BLUFF, 48 YARDS (PACED) SOUTH OF THE CHICAGO AND
 NM0151'NORTH WESTERN RAILWAY STATION, 64.0 FEET SOUTH OF THE CENTER
 NM0151'LINE OF THE 1ST STREET SOUTH OF THE STATION, 57.0 FEET EAST OF
 NM0151'THE CENTER LINE OF FRONT STREET, 1.1 FEET SOUTHWEST OF THE
 NM0151'NORTHEAST CORNER OF AND SET IN THE TOP OF THE CONCRETE BASE
 NM0151'AROUND THE RISER TO THE CITY WATER TANK.  TO REACH FROM THE POST
 NM0151'OFFICE IN SERGEANT BLUFF, GO EAST ON 4TH STREET FOR 0.1 MILE TO
 NM0151'THE WATER TANK AND MARK IN THE CONCRETE BASE AROUND THE RISER TO
 NM0151'THE TANK.
 NM0151
 NM0151                          STATION RECOVERY (1975)
 NM0151
 NM0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NM0151'RECOVERED IN GOOD CONDITION.
 NM0151
 NM0151                          STATION RECOVERY (1989)
 NM0151
 NM0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM0151'THERE IS NO LONGER A WATER TOWER AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0279 ***********************************************************************
 NM0279  DESIGNATION -  Y 140
 NM0279  PID         -  NM0279
 NM0279  STATE/COUNTY-  IA/MONONA
 NM0279  USGS QUAD   -  ALBATON (1969)
 NM0279
 NM0279                         *CURRENT SURVEY CONTROL
 NM0279  ___________________________________________________________________
 NM0279* NAD 83(1986)-  42 11 07.     (N)    096 17 24.     (W)     SCALED    
 NM0279* NAVD 88     -       326.448  (meters)    1071.02   (feet)  ADJUSTED  
 NM0279  ___________________________________________________________________
 NM0279  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 NM0279  DYNAMIC HT  -         326.338 (meters)    1070.66  (feet)  COMP
 NM0279  MODELED GRAV-     980,274.2   (mgal)                       NAVD 88
 NM0279
 NM0279  VERT ORDER  -  SECOND    CLASS 0
 NM0279
 NM0279.The horizontal coordinates were scaled from a topographic map and have
 NM0279.an estimated accuracy of +/- 6 seconds.
 NM0279
 NM0279.The orthometric height was determined by differential leveling
 NM0279.and adjusted by the National Geodetic Survey in June 1991..
 NM0279
 NM0279.The geoid height was determined by GEOID03.
 NM0279
 NM0279.The dynamic height is computed by dividing the NAVD 88
 NM0279.geopotential number by the normal gravity value computed on the
 NM0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0279.degrees latitude (g = 980.6199 gals.).
 NM0279
 NM0279.The modeled gravity was interpolated from observed gravity values.
 NM0279
 NM0279;                    North         East    Units  Estimated Accuracy
 NM0279;SPC IA N     - 1,079,920.    1,269,560.      MT  (+/- 180 meters Scaled)
 NM0279
 NM0279                          SUPERSEDED SURVEY CONTROL
 NM0279
 NM0279  NGVD 29 (??/??/92)  326.302  (m)         1070.54   (f) ADJ UNCH    2 0
 NM0279
 NM0279.Superseded values are not recommended for survey control.
 NM0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0279.See file dsdata.txt to determine how the superseded data were derived.
 NM0279
 NM0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM237739(NAD 83)
 NM0279_MARKER: DB = BENCH MARK DISK
 NM0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0279_STAMPING: Y 140 1948
 NM0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0279+STABILITY: SURFACE MOTION
 NM0279
 NM0279  HISTORY     - Date     Condition        Report By
 NM0279  HISTORY     - 1948     MONUMENTED       CGS
 NM0279
 NM0279                          STATION DESCRIPTION
 NM0279
 NM0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0279'AT ALBATON.
 NM0279'AT ALBATON, 0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN
 NM0279'LUTHERAN CHURCH, IN THE SOUTHEAST QUARTER OF A CROSS ROADS, 44.0
 NM0279'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 37.0 FEET
 NM0279'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 8.0 FEET
 NM0279'NORTHEAST OF A 30-INCH COTTONWOOD TREE, 1.5 FEET NORTH OF A
 NM0279'FENCE, 2.0 FEET EAST OF A REFERENCE POST, SET IN TOP OF A
 NM0279'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0278 ***********************************************************************
 NM0278  DESIGNATION -  Y 140 RESET
 NM0278  PID         -  NM0278
 NM0278  STATE/COUNTY-  IA/MONONA
 NM0278  USGS QUAD   -  ALBATON (1969)
 NM0278
 NM0278                         *CURRENT SURVEY CONTROL
 NM0278  ___________________________________________________________________
 NM0278* NAD 83(1986)-  42 11 07.     (N)    096 17 24.     (W)     SCALED    
 NM0278* NAVD 88     -       326.32   (meters)    1070.6    (feet)  RESET     
 NM0278  ___________________________________________________________________
 NM0278  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 NM0278
 NM0278  VERT ORDER  -  THIRD
 NM0278
 NM0278.The horizontal coordinates were scaled from a topographic map and have
 NM0278.an estimated accuracy of +/- 6 seconds.
 NM0278
 NM0278.The orthometric height was computed from unverified reset data.
 NM0278
 NM0278.The geoid height was determined by GEOID03.
 NM0278
 NM0278;                    North         East    Units  Estimated Accuracy
 NM0278;SPC IA N     - 1,079,920.    1,269,560.      MT  (+/- 180 meters Scaled)
 NM0278
 NM0278                          SUPERSEDED SURVEY CONTROL
 NM0278
 NM0278  NGVD 29 (??/??/??)  326.17   (m)         1070.1    (f) RESET       3  
 NM0278
 NM0278.Superseded values are not recommended for survey control.
 NM0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0278.See file dsdata.txt to determine how the superseded data were derived.
 NM0278
 NM0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM237739(NAD 83)
 NM0278_MARKER: DB = BENCH MARK DISK
 NM0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0278_SP_SET: CONCRETE MONUMENT
 NM0278_STAMPING: Y 140 RESET 1973
 NM0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0278
 NM0278  HISTORY     - Date     Condition        Report By
 NM0278  HISTORY     - 1973     MONUMENTED       NGS
 NM0278
 NM0278                          STATION DESCRIPTION
 NM0278
 NM0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NM0278'AT ALBATON.
 NM0278'TO REACH THE BENCH MARK FROM THE ALBATON, SKEIN LUTHERAN CHURCH
 NM0278'IN ALBATON, GO SOUTH ON THE COUNTY ROAD FOR 0.1 MILE TO A
 NM0278'CROSSROAD AND THE BENCH MARK IN THE SOUTHEAST ANGLE OF THE
 NM0278'CROSSROADS, 42 FEET SOUTH OF THE CENTER OF AN EAST-WEST COUNTY
 NM0278'ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.  THE BENCH MARK
 NM0278'IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK
 NM0278'STAMPED Y 140 RESET 1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NM0278'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0318 ***********************************************************************
 NM0318  DESIGNATION -  Y 141
 NM0318  PID         -  NM0318
 NM0318  STATE/COUNTY-  IA/MONONA
 NM0318  USGS QUAD   -  ONAWA SW (1969)
 NM0318
 NM0318                         *CURRENT SURVEY CONTROL
 NM0318  ___________________________________________________________________
 NM0318* NAD 83(1986)-  42 03 54.     (N)    096 14 56.     (W)     SCALED    
 NM0318* NAVD 88     -       320.006  (meters)    1049.89   (feet)  ADJUSTED  
 NM0318  ___________________________________________________________________
 NM0318  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 NM0318  DYNAMIC HT  -         319.894 (meters)    1049.52  (feet)  COMP
 NM0318  MODELED GRAV-     980,261.6   (mgal)                       NAVD 88
 NM0318
 NM0318  VERT ORDER  -  SECOND    CLASS 0
 NM0318
 NM0318.The horizontal coordinates were scaled from a topographic map and have
 NM0318.an estimated accuracy of +/- 6 seconds.
 NM0318
 NM0318.The orthometric height was determined by differential leveling
 NM0318.and adjusted by the National Geodetic Survey in June 1991..
 NM0318
 NM0318.The geoid height was determined by GEOID03.
 NM0318
 NM0318.The dynamic height is computed by dividing the NAVD 88
 NM0318.geopotential number by the normal gravity value computed on the
 NM0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0318.degrees latitude (g = 980.6199 gals.).
 NM0318
 NM0318.The modeled gravity was interpolated from observed gravity values.
 NM0318
 NM0318;                    North         East    Units  Estimated Accuracy
 NM0318;SPC IA N     - 1,066,460.    1,272,520.      MT  (+/- 180 meters Scaled)
 NM0318
 NM0318                          SUPERSEDED SURVEY CONTROL
 NM0318
 NM0318  NGVD 29 (??/??/92)  319.866  (m)         1049.43   (f) ADJ UNCH    2 0
 NM0318
 NM0318.Superseded values are not recommended for survey control.
 NM0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0318.See file dsdata.txt to determine how the superseded data were derived.
 NM0318
 NM0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM276606(NAD 83)
 NM0318_MARKER: DB = BENCH MARK DISK
 NM0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0318_STAMPING: Y 141 1948
 NM0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0318+STABILITY: SURFACE MOTION
 NM0318
 NM0318  HISTORY     - Date     Condition        Report By
 NM0318  HISTORY     - 1948     MONUMENTED       CGS
 NM0318  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0318
 NM0318                          STATION DESCRIPTION
 NM0318
 NM0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0318'10.7 MI SW FROM WHITING.
 NM0318'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0318'FROM THE STATION AT WHITING, THENCE 5.3 MILES WEST ALONG A
 NM0318'DIRT ROAD, THENCE 2.2 MILES SOUTH ALONG A DIRT ROAD, THENCE
 NM0318'0.8 MILE SOUTHWEST ALONG A DIRT ROAD, AT A T ROAD, 28.0 FEET
 NM0318'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 24.0 FEET
 NM0318'NORTH OF A POINT ON THE CENTER LINE OF THE ROAD LEADING EAST,
 NM0318'35.5 FEET NORTH OF AN EAST-WEST FENCE, 11.0 FEET WEST OF A
 NM0318'NORTH-SOUTH FENCE, 1.7 FEET EAST OF A REFERENCE POST, SET IN
 NM0318'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0318
 NM0318                          STATION RECOVERY (1965)
 NM0318
 NM0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0259 ***********************************************************************
 NM0259  DESIGNATION -  Y 142
 NM0259  PID         -  NM0259
 NM0259  STATE/COUNTY-  IA/WOODBURY
 NM0259  USGS QUAD   -  SALIX (1976)
 NM0259
 NM0259                         *CURRENT SURVEY CONTROL
 NM0259  ___________________________________________________________________
 NM0259* NAD 83(1986)-  42 15 29.     (N)    096 17 24.     (W)     SCALED    
 NM0259* NAVD 88     -       328.801  (meters)    1078.74   (feet)  ADJUSTED  
 NM0259  ___________________________________________________________________
 NM0259  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 NM0259  DYNAMIC HT  -         328.692 (meters)    1078.38  (feet)  COMP
 NM0259  MODELED GRAV-     980,282.0   (mgal)                       NAVD 88
 NM0259
 NM0259  VERT ORDER  -  SECOND    CLASS 0
 NM0259
 NM0259.The horizontal coordinates were scaled from a topographic map and have
 NM0259.an estimated accuracy of +/- 6 seconds.
 NM0259
 NM0259.The orthometric height was determined by differential leveling
 NM0259.and adjusted by the National Geodetic Survey in June 1991..
 NM0259
 NM0259.The geoid height was determined by GEOID03.
 NM0259
 NM0259.The dynamic height is computed by dividing the NAVD 88
 NM0259.geopotential number by the normal gravity value computed on the
 NM0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0259.degrees latitude (g = 980.6199 gals.).
 NM0259
 NM0259.The modeled gravity was interpolated from observed gravity values.
 NM0259
 NM0259;                    North         East    Units  Estimated Accuracy
 NM0259;SPC IA N     - 1,088,000.    1,269,830.      MT  (+/- 180 meters Scaled)
 NM0259
 NM0259                          SUPERSEDED SURVEY CONTROL
 NM0259
 NM0259  NGVD 29 (??/??/92)  328.647  (m)         1078.24   (f) ADJ UNCH    2 0
 NM0259
 NM0259.Superseded values are not recommended for survey control.
 NM0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0259.See file dsdata.txt to determine how the superseded data were derived.
 NM0259
 NM0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM235819(NAD 83)
 NM0259_MARKER: DB = BENCH MARK DISK
 NM0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0259_STAMPING: Y 142 1948
 NM0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0259+STABILITY: SURFACE MOTION
 NM0259
 NM0259  HISTORY     - Date     Condition        Report By
 NM0259  HISTORY     - 1948     MONUMENTED       CGS
 NM0259
 NM0259                          STATION DESCRIPTION
 NM0259
 NM0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0259'4.1 MI NW FROM SLOAN.
 NM0259'2.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0259'FROM THE STATION AT SLOAN, THENCE 2.1 MILES WEST ALONG A GRAVEL
 NM0259'ROAD, AT A ROAD CROSSING, ABOUT 21.0 FEET NORTH OF THE CROSSING,
 NM0259'32.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 6.2
 NM0259'FEET SOUTH OF A 3-WAY CORNER FENCE POST, 1.4 FEET EAST OF A FENCE,
 NM0259'1.8 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM0259'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0260 ***********************************************************************
 NM0260  DESIGNATION -  Y 143
 NM0260  PID         -  NM0260
 NM0260  STATE/COUNTY-  IA/WOODBURY
 NM0260  USGS QUAD   -  SALIX (1976)
 NM0260
 NM0260                         *CURRENT SURVEY CONTROL
 NM0260  ___________________________________________________________________
 NM0260* NAD 83(1986)-  42 15 28.     (N)    096 16 06.     (W)     SCALED    
 NM0260* NAVD 88     -       328.191  (meters)    1076.74   (feet)  ADJUSTED  
 NM0260  ___________________________________________________________________
 NM0260  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 NM0260  DYNAMIC HT  -         328.083 (meters)    1076.39  (feet)  COMP
 NM0260  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 NM0260
 NM0260  VERT ORDER  -  SECOND    CLASS 0
 NM0260
 NM0260.The horizontal coordinates were scaled from a topographic map and have
 NM0260.an estimated accuracy of +/- 6 seconds.
 NM0260
 NM0260.The orthometric height was determined by differential leveling
 NM0260.and adjusted by the National Geodetic Survey in June 1991..
 NM0260
 NM0260.The geoid height was determined by GEOID03.
 NM0260
 NM0260.The dynamic height is computed by dividing the NAVD 88
 NM0260.geopotential number by the normal gravity value computed on the
 NM0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0260.degrees latitude (g = 980.6199 gals.).
 NM0260
 NM0260.The modeled gravity was interpolated from observed gravity values.
 NM0260
 NM0260;                    North         East    Units  Estimated Accuracy
 NM0260;SPC IA N     - 1,087,910.    1,271,620.      MT  (+/- 180 meters Scaled)
 NM0260
 NM0260                          SUPERSEDED SURVEY CONTROL
 NM0260
 NM0260  NGVD 29 (??/??/92)  328.037  (m)         1076.23   (f) ADJ UNCH    2 0
 NM0260
 NM0260.Superseded values are not recommended for survey control.
 NM0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0260.See file dsdata.txt to determine how the superseded data were derived.
 NM0260
 NM0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM253820(NAD 83)
 NM0260_MARKER: DB = BENCH MARK DISK
 NM0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0260_STAMPING: Y 143 1948
 NM0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0260+STABILITY: SURFACE MOTION
 NM0260
 NM0260  HISTORY     - Date     Condition        Report By
 NM0260  HISTORY     - 1948     MONUMENTED       CGS
 NM0260
 NM0260                          STATION DESCRIPTION
 NM0260
 NM0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0260'3.1 MI SW FROM SLOAN.
 NM0260'2.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0260'FROM THE STATION AT SLOAN, THENCE 1.1 MILES WEST ALONG A DIRT
 NM0260'ROAD, AT A ROAD CROSSING, 58.0 FEET EAST OF THE CENTER LINE OF THE
 NM0260'NORTH-SOUTH ROAD, 42.0 FEET NORTH OF THE CENTER LINE OF THE
 NM0260'EAST-WEST ROAD, 18.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 NM0260'CORN CRIB, 3.0 FEET SOUTHWEST OF A 24-INCH MAPLE TREE, 3.3 FEET
 NM0260'SOUTHEAST OF A 16-INCH MAPLE TREE, 1.6 FEET SOUTH OF A REFERENCE
 NM0260'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 NM0260'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0826 ***********************************************************************
 NM0826  DESIGNATION -  Y 144
 NM0826  PID         -  NM0826
 NM0826  STATE/COUNTY-  IA/PLYMOUTH
 NM0826  USGS QUAD   -  ELK POINT NE (1976)
 NM0826
 NM0826                         *CURRENT SURVEY CONTROL
 NM0826  ___________________________________________________________________
 NM0826* NAD 83(1986)-  42 42 59.     (N)    096 37 27.     (W)     SCALED    
 NM0826* NAVD 88     -       341.798  (meters)    1121.38   (feet)  ADJUSTED  
 NM0826  ___________________________________________________________________
 NM0826  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 NM0826  DYNAMIC HT  -         341.700 (meters)    1121.06  (feet)  COMP
 NM0826  MODELED GRAV-     980,323.4   (mgal)                       NAVD 88
 NM0826
 NM0826  VERT ORDER  -  FIRST     CLASS II
 NM0826
 NM0826.The horizontal coordinates were scaled from a topographic map and have
 NM0826.an estimated accuracy of +/- 6 seconds.
 NM0826
 NM0826.The orthometric height was determined by differential leveling
 NM0826.and adjusted by the National Geodetic Survey in June 1991..
 NM0826
 NM0826.The geoid height was determined by GEOID03.
 NM0826
 NM0826.The dynamic height is computed by dividing the NAVD 88
 NM0826.geopotential number by the normal gravity value computed on the
 NM0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0826.degrees latitude (g = 980.6199 gals.).
 NM0826
 NM0826.The modeled gravity was interpolated from observed gravity values.
 NM0826
 NM0826;                    North         East    Units  Estimated Accuracy
 NM0826;SPC IA N     - 1,139,840.    1,244,160.      MT  (+/- 180 meters Scaled)
 NM0826
 NM0826                          SUPERSEDED SURVEY CONTROL
 NM0826
 NM0826  NGVD 29 (??/??/92)  341.617  (m)         1120.79   (f) ADJ UNCH    1 2
 NM0826
 NM0826.Superseded values are not recommended for survey control.
 NM0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0826.See file dsdata.txt to determine how the superseded data were derived.
 NM0826
 NM0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN945320(NAD 83)
 NM0826_MARKER: DB = BENCH MARK DISK
 NM0826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0826_SP_SET: BRIDGE ABUTMENT
 NM0826_STAMPING: Y 144 1948
 NM0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0826
 NM0826  HISTORY     - Date     Condition        Report By
 NM0826  HISTORY     - 1948     MONUMENTED       CGS
 NM0826
 NM0826                          STATION DESCRIPTION
 NM0826
 NM0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0826'3 MI SW FROM WESTFIELD.
 NM0826'3.0 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0826'PACIFIC RAILROAD FROM THE STATION AT WESTFIELD, 0.7 MILE NORTHEAST
 NM0826'OF BENCH MARK A 324, 3.7 MILES NORTHEAST OF THE EAST WYE SWITCH
 NM0826'STATION BUILDING AT ELK POINT, 0.3 MILE SOUTHWEST OF MILEPOST NO.
 NM0826'4, SET IN THE SOUTHEAST CORNER OF THE NORTHEAST ABUTMENT OF THE
 NM0826'STEEL BRIDGE OVER THE BIG SIOUX RIVER, 6.4 FEET SOUTHEAST OF THE
 NM0826'SOUTHEAST RAIL OF THE TRACK, 1.3 FEET SOUTHWEST OF THE NORTHEAST
 NM0826'EDGE OF THE ABUTMENT, 1.2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF
 NM0826'THE ABUTMENT, 1.0 FOOT BELOW THE TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0822 ***********************************************************************
 NM0822  DESIGNATION -  Y 145
 NM0822  PID         -  NM0822
 NM0822  STATE/COUNTY-  IA/PLYMOUTH
 NM0822  USGS QUAD   -  JEFFERSON (1994)
 NM0822
 NM0822                         *CURRENT SURVEY CONTROL
 NM0822  ___________________________________________________________________
 NM0822* NAD 83(1986)-  42 45 23.     (N)    096 36 23.     (W)     SCALED    
 NM0822* NAVD 88     -       343.978  (meters)    1128.53   (feet)  ADJUSTED  
 NM0822  ___________________________________________________________________
 NM0822  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 NM0822  DYNAMIC HT  -         343.881 (meters)    1128.22  (feet)  COMP
 NM0822  MODELED GRAV-     980,328.7   (mgal)                       NAVD 88
 NM0822
 NM0822  VERT ORDER  -  FIRST     CLASS II
 NM0822
 NM0822.The horizontal coordinates were scaled from a topographic map and have
 NM0822.an estimated accuracy of +/- 6 seconds.
 NM0822
 NM0822.The orthometric height was determined by differential leveling
 NM0822.and adjusted by the National Geodetic Survey in June 1991..
 NM0822
 NM0822.The geoid height was determined by GEOID03.
 NM0822
 NM0822.The dynamic height is computed by dividing the NAVD 88
 NM0822.geopotential number by the normal gravity value computed on the
 NM0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0822.degrees latitude (g = 980.6199 gals.).
 NM0822
 NM0822.The modeled gravity was interpolated from observed gravity values.
 NM0822
 NM0822;                    North         East    Units  Estimated Accuracy
 NM0822;SPC IA N     - 1,144,230.    1,245,770.      MT  (+/- 180 meters Scaled)
 NM0822
 NM0822                          SUPERSEDED SURVEY CONTROL
 NM0822
 NM0822  NGVD 29 (??/??/92)  343.792  (m)         1127.92   (f) ADJ UNCH    1 2
 NM0822
 NM0822.Superseded values are not recommended for survey control.
 NM0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0822.See file dsdata.txt to determine how the superseded data were derived.
 NM0822
 NM0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN958365(NAD 83)
 NM0822_MARKER: DB = BENCH MARK DISK
 NM0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0822_SP_SET: CONCRETE POST
 NM0822_STAMPING: Y 145 1948
 NM0822_MARK LOGO: CGS   
 NM0822_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0822+STABILITY: SURFACE MOTION
 NM0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0822+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM0822
 NM0822  HISTORY     - Date     Condition        Report By
 NM0822  HISTORY     - 1948     MONUMENTED       CGS
 NM0822  HISTORY     - 1965     GOOD             NGS
 NM0822  HISTORY     - 19930908 GOOD             NGS
 NM0822
 NM0822                          STATION DESCRIPTION
 NM0822
 NM0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 NM0822'AT WESTFIELD.
 NM0822'AT WESTFIELD, ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 NM0822'RAILROAD, ABOUT 150.0 FEET WEST OF THE TRACK AT THE STATION, 34.0
 NM0822'FT. NORTHWEST OF THE CENTERLINE OF A CINDER ROAD, 8.2 FT NORTH
 NM0822'OF A POWER POLE, 2.0 FT. SOUTHEAST OF A 3-WAY CORNER FENCE POST,
 NM0822'1.4 FEET EAST OF A BOARD FENCE, 1.3 FT NORTH OF A REFERENCE POST,
 NM0822'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 0.5 FT. ABOVE THE
 NM0822'GROUND.  THE MARK IS UNDER A TREE.
 NM0822
 NM0822                          STATION RECOVERY (1993)
 NM0822
 NM0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0822'IN WESTFIELD, 14.5 M (47.6 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 NM0822'OF A 2 STORY FRAME HOUSE AT 305 RAILROAD DRIVE, 8.5 M (27.9 FT) WEST
 NM0822'OF AND LEVEL WITH THE DRIVE CENTER, 2.5 M (8.2 FT) NORTH OF A UTILITY
 NM0822'LIGHT POLE, 0.6 M (2.0 FT) SOUTHEAST OF A CUT OFF UTILITY POLE THAT
 NM0822'IS BEING USED AS A FENCE CORNER POST, AND THE MONUMENT PROJECTS 0.15
 NM0822'M (0.49 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0396 ***********************************************************************
 MJ0396  DESIGNATION -  Y 146
 MJ0396  PID         -  MJ0396
 MJ0396  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0396  USGS QUAD   -  AVOCA (1994)
 MJ0396
 MJ0396                         *CURRENT SURVEY CONTROL
 MJ0396  ___________________________________________________________________
 MJ0396* NAD 83(1986)-  41 28 58.     (N)    095 21 07.     (W)     SCALED    
 MJ0396* NAVD 88     -       347.447  (meters)    1139.92   (feet)  ADJUSTED  
 MJ0396  ___________________________________________________________________
 MJ0396  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 MJ0396  DYNAMIC HT  -         347.304 (meters)    1139.45  (feet)  COMP
 MJ0396  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 MJ0396
 MJ0396  VERT ORDER  -  FIRST     CLASS II
 MJ0396
 MJ0396.The horizontal coordinates were scaled from a topographic map and have
 MJ0396.an estimated accuracy of +/- 6 seconds.
 MJ0396
 MJ0396.The orthometric height was determined by differential leveling
 MJ0396.and adjusted by the National Geodetic Survey in June 1991..
 MJ0396
 MJ0396.The geoid height was determined by GEOID03.
 MJ0396
 MJ0396.The dynamic height is computed by dividing the NAVD 88
 MJ0396.geopotential number by the normal gravity value computed on the
 MJ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0396.degrees latitude (g = 980.6199 gals.).
 MJ0396
 MJ0396.The modeled gravity was interpolated from observed gravity values.
 MJ0396
 MJ0396;                    North         East    Units  Estimated Accuracy
 MJ0396;SPC IA S     -   166,310.      345,350.      MT  (+/- 180 meters Scaled)
 MJ0396
 MJ0396                          SUPERSEDED SURVEY CONTROL
 MJ0396
 MJ0396  NGVD 29 (??/??/92)  347.348  (m)         1139.59   (f) ADJ UNCH    1 2
 MJ0396
 MJ0396.Superseded values are not recommended for survey control.
 MJ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0396.See file dsdata.txt to determine how the superseded data were derived.
 MJ0396
 MJ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF036950(NAD 83)
 MJ0396_MARKER: DB = BENCH MARK DISK
 MJ0396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0396_SP_SET: BRIDGE
 MJ0396_STAMPING: Y 146 1949
 MJ0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0396
 MJ0396  HISTORY     - Date     Condition        Report By
 MJ0396  HISTORY     - 1949     MONUMENTED       CGS
 MJ0396
 MJ0396                          STATION DESCRIPTION
 MJ0396
 MJ0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0396'1 MI NW FROM AVOCA.
 MJ0396'0.95 MILE NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0396'RAILWAY FROM THE STATION AT AVOCA, 9 POLES SOUTHEAST OF MILEPOST
 MJ0396'NO. 460, SET IN THE NORTHEAST END OF THE NORTHWEST ABUTMENT
 MJ0396'OF THE STEEL BRIDGE OVER THE WEST NISHNABOTNA RIVER, 6.0 FEET
 MJ0396'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 1.6 FEET SOUTHWEST
 MJ0396'OF THE TOP OF THE NORTHEAST END OF THE ABUTMENT, ABOUT 1.0
 MJ0396'FOOT BELOW THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0461 ***********************************************************************
 MJ0461  DESIGNATION -  Y 147
 MJ0461  PID         -  MJ0461
 MJ0461  STATE/COUNTY-  IA/MILLS
 MJ0461  USGS QUAD   -  EMERSON (1978)
 MJ0461
 MJ0461                         *CURRENT SURVEY CONTROL
 MJ0461  ___________________________________________________________________
 MJ0461* NAD 83(1986)-  41 02 58.     (N)    095 28 48.     (W)     SCALED    
 MJ0461* NAVD 88     -       305.792  (meters)    1003.25   (feet)  ADJUSTED  
 MJ0461  ___________________________________________________________________
 MJ0461  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 MJ0461  DYNAMIC HT  -         305.659 (meters)    1002.82  (feet)  COMP
 MJ0461  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 MJ0461
 MJ0461  VERT ORDER  -  SECOND    CLASS 0
 MJ0461
 MJ0461.The horizontal coordinates were scaled from a topographic map and have
 MJ0461.an estimated accuracy of +/- 6 seconds.
 MJ0461
 MJ0461.The orthometric height was determined by differential leveling
 MJ0461.and adjusted by the National Geodetic Survey in June 1991..
 MJ0461
 MJ0461.The geoid height was determined by GEOID03.
 MJ0461
 MJ0461.The dynamic height is computed by dividing the NAVD 88
 MJ0461.geopotential number by the normal gravity value computed on the
 MJ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0461.degrees latitude (g = 980.6199 gals.).
 MJ0461
 MJ0461.The modeled gravity was interpolated from observed gravity values.
 MJ0461
 MJ0461;                    North         East    Units  Estimated Accuracy
 MJ0461;SPC IA S     -   118,430.      333,560.      MT  (+/- 180 meters Scaled)
 MJ0461
 MJ0461                          SUPERSEDED SURVEY CONTROL
 MJ0461
 MJ0461  NGVD 29 (??/??/92)  305.713  (m)         1002.99   (f) ADJ UNCH    2 0
 MJ0461
 MJ0461.Superseded values are not recommended for survey control.
 MJ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0461.See file dsdata.txt to determine how the superseded data were derived.
 MJ0461
 MJ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF915472(NAD 83)
 MJ0461_MARKER: DB = BENCH MARK DISK
 MJ0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0461_STAMPING: Y 147 1949
 MJ0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0461+STABILITY: SURFACE MOTION
 MJ0461
 MJ0461  HISTORY     - Date     Condition        Report By
 MJ0461  HISTORY     - 1949     MONUMENTED       CGS
 MJ0461  HISTORY     - 1976     MARK NOT FOUND   USGS
 MJ0461
 MJ0461                          STATION DESCRIPTION
 MJ0461
 MJ0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0461'2.6 MI NE FROM HASTINGS.
 MJ0461'0.4 MILE NORTH ALONG COUNTY ROAD U AND STATE HIGHWAY 166 FROM
 MJ0461'THE POST OFFICE AT HASTINGS, THENCE 1.1 MILES EAST ALONG COUNTY
 MJ0461'ROAD U AND U.S. HIGHWAY 34, THENCE 1.15 MILES NORTH ALONG COUNTY
 MJ0461'ROAD U, 0.45 MILE SOUTH OF A RAILROAD CROSSING, 0.1 MILE SOUTH
 MJ0461'OF A PIPE LINE CROSSING, NEAR THE NORTH END OF A LONG FILL,
 MJ0461'79.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT WEST
 MJ0461'OF THE EAST RIGHT-OF-WAY FENCE, 1.6 FEET NORTH OF A REFERENCE
 MJ0461'POST, ABOUT 4.0 FEET BELOW ROAD LEVEL, AND SET IN THE TOP OF
 MJ0461'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MJ0461
 MJ0461                          STATION RECOVERY (1976)
 MJ0461
 MJ0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MJ0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0403 ***********************************************************************
 MJ0403  DESIGNATION -  Y 148
 MJ0403  PID         -  MJ0403
 MJ0403  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0403  USGS QUAD   -  AVOCA (1994)
 MJ0403
 MJ0403                         *CURRENT SURVEY CONTROL
 MJ0403  ___________________________________________________________________
 MJ0403* NAD 83(1986)-  41 28 04.     (N)    095 16 40.     (W)     SCALED    
 MJ0403* NAVD 88     -       366.283  (meters)    1201.71   (feet)  ADJUSTED  
 MJ0403  ___________________________________________________________________
 MJ0403  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 MJ0403  DYNAMIC HT  -         366.137 (meters)    1201.23  (feet)  COMP
 MJ0403  MODELED GRAV-     980,214.4   (mgal)                       NAVD 88
 MJ0403
 MJ0403  VERT ORDER  -  FIRST     CLASS II
 MJ0403
 MJ0403.The horizontal coordinates were scaled from a topographic map and have
 MJ0403.an estimated accuracy of +/- 6 seconds.
 MJ0403
 MJ0403.The orthometric height was determined by differential leveling
 MJ0403.and adjusted by the National Geodetic Survey in June 1991..
 MJ0403
 MJ0403.The geoid height was determined by GEOID03.
 MJ0403
 MJ0403.The dynamic height is computed by dividing the NAVD 88
 MJ0403.geopotential number by the normal gravity value computed on the
 MJ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0403.degrees latitude (g = 980.6199 gals.).
 MJ0403
 MJ0403.The modeled gravity was interpolated from observed gravity values.
 MJ0403
 MJ0403;                    North         East    Units  Estimated Accuracy
 MJ0403;SPC IA S     -   164,510.      351,510.      MT  (+/- 180 meters Scaled)
 MJ0403
 MJ0403                          SUPERSEDED SURVEY CONTROL
 MJ0403
 MJ0403  NGVD 29 (??/??/92)  366.191  (m)         1201.41   (f) ADJ UNCH    1 2
 MJ0403
 MJ0403.Superseded values are not recommended for survey control.
 MJ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0403.See file dsdata.txt to determine how the superseded data were derived.
 MJ0403
 MJ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF097931(NAD 83)
 MJ0403_MARKER: DB = BENCH MARK DISK
 MJ0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0403_STAMPING: Y 148 1949
 MJ0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0403+STABILITY: SURFACE MOTION
 MJ0403
 MJ0403  HISTORY     - Date     Condition        Report By
 MJ0403  HISTORY     - 1949     MONUMENTED       CGS
 MJ0403
 MJ0403                          STATION DESCRIPTION
 MJ0403
 MJ0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0403'3.1 MI E FROM AVOCA.
 MJ0403'3.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MJ0403'FROM THE STATION AT AVOCA, 3.2 MILES WEST OF THE STATION AT
 MJ0403'WALNUT, AT A PRIVATE ROAD CROSSING, 73.0 FEET WEST OF THE THIRD
 MJ0403'POLE WEST OF MILEPOST NO. 455.5, 69.4 FEET NORTH OF THE NORTH
 MJ0403'RAIL OF THE TRACK, 15.0 FEET EAST OF THE CENTER LINE OF THE
 MJ0403'ROAD, 2.0 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.4 FEET
 MJ0403'WEST OF A REFERENCE POST, ABOUT 2.0 FEET BELOW TRACK LEVEL, SET
 MJ0403'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MJ0403'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0407 ***********************************************************************
 MJ0407  DESIGNATION -  Y 149
 MJ0407  PID         -  MJ0407
 MJ0407  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0407  USGS QUAD   -  WALNUT (1971)
 MJ0407
 MJ0407                         *CURRENT SURVEY CONTROL
 MJ0407  ___________________________________________________________________
 MJ0407* NAD 83(1986)-  41 28 34.     (N)    095 12 20.     (W)     SCALED    
 MJ0407* NAVD 88     -       389.394  (meters)    1277.54   (feet)  ADJUSTED  
 MJ0407  ___________________________________________________________________
 MJ0407  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 MJ0407  DYNAMIC HT  -         389.241 (meters)    1277.03  (feet)  COMP
 MJ0407  MODELED GRAV-     980,219.4   (mgal)                       NAVD 88
 MJ0407
 MJ0407  VERT ORDER  -  FIRST     CLASS II
 MJ0407
 MJ0407.The horizontal coordinates were scaled from a topographic map and have
 MJ0407.an estimated accuracy of +/- 6 seconds.
 MJ0407
 MJ0407.The orthometric height was determined by differential leveling
 MJ0407.and adjusted by the National Geodetic Survey in June 1991..
 MJ0407
 MJ0407.The geoid height was determined by GEOID03.
 MJ0407
 MJ0407.The dynamic height is computed by dividing the NAVD 88
 MJ0407.geopotential number by the normal gravity value computed on the
 MJ0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0407.degrees latitude (g = 980.6199 gals.).
 MJ0407
 MJ0407.The modeled gravity was interpolated from observed gravity values.
 MJ0407
 MJ0407;                    North         East    Units  Estimated Accuracy
 MJ0407;SPC IA S     -   165,320.      357,560.      MT  (+/- 180 meters Scaled)
 MJ0407
 MJ0407                          SUPERSEDED SURVEY CONTROL
 MJ0407
 MJ0407  NGVD 29 (??/??/92)  389.303  (m)         1277.24   (f) ADJ UNCH    1 2
 MJ0407
 MJ0407.Superseded values are not recommended for survey control.
 MJ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0407.See file dsdata.txt to determine how the superseded data were derived.
 MJ0407
 MJ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF158939(NAD 83)
 MJ0407_MARKER: DB = BENCH MARK DISK
 MJ0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0407_STAMPING: Y 149 1949
 MJ0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0407+STABILITY: SURFACE MOTION
 MJ0407
 MJ0407  HISTORY     - Date     Condition        Report By
 MJ0407  HISTORY     - 1949     MONUMENTED       CGS
 MJ0407
 MJ0407                          STATION DESCRIPTION
 MJ0407
 MJ0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0407'0.9 MI E FROM WALNUT.
 MJ0407'0.9 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MJ0407'FROM THE STATION AT WALNUT, AT A PUBLIC ROAD CROSSING, 55.0 FEET
 MJ0407'NORTH OF THE CENTER LINE OF THE ROAD, 47.9 FEET SOUTHEAST OF THE
 MJ0407'SOUTHEAST RAIL OF THE TRACK, 7.8 FEET NORTH OF A CORNER FENCE
 MJ0407'POST, 3.0 FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE,
 MJ0407'1.5 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 MJ0407'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0023 ***********************************************************************
 NM0023  DESIGNATION -  Y 15
 NM0023  PID         -  NM0023
 NM0023  STATE/COUNTY-  IA/SIOUX
 NM0023  USGS QUAD   -  ALTON (1985)
 NM0023
 NM0023                         *CURRENT SURVEY CONTROL
 NM0023  ___________________________________________________________________
 NM0023* NAD 83(1986)-  42 56 45.     (N)    096 02 16.     (W)     SCALED    
 NM0023* NAVD 88     -       391.506  (meters)    1284.47   (feet)  ADJUSTED  
 NM0023  ___________________________________________________________________
 NM0023  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 NM0023  DYNAMIC HT  -         391.396 (meters)    1284.11  (feet)  COMP
 NM0023  MODELED GRAV-     980,326.8   (mgal)                       NAVD 88
 NM0023
 NM0023  VERT ORDER  -  SECOND    CLASS 0
 NM0023
 NM0023.The horizontal coordinates were scaled from a topographic map and have
 NM0023.an estimated accuracy of +/- 6 seconds.
 NM0023
 NM0023.The orthometric height was determined by differential leveling
 NM0023.and adjusted by the National Geodetic Survey in June 1991..
 NM0023
 NM0023.The geoid height was determined by GEOID03.
 NM0023
 NM0023.The dynamic height is computed by dividing the NAVD 88
 NM0023.geopotential number by the normal gravity value computed on the
 NM0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0023.degrees latitude (g = 980.6199 gals.).
 NM0023
 NM0023.The modeled gravity was interpolated from observed gravity values.
 NM0023
 NM0023;                    North         East    Units  Estimated Accuracy
 NM0023;SPC IA N     - 1,163,710.    1,292,930.      MT  (+/- 180 meters Scaled)
 NM0023
 NM0023                          SUPERSEDED SURVEY CONTROL
 NM0023
 NM0023  NGVD 29 (??/??/92)  391.319  (m)         1283.85   (f) ADJ UNCH    2 0
 NM0023
 NM0023.Superseded values are not recommended for survey control.
 NM0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0023.See file dsdata.txt to determine how the superseded data were derived.
 NM0023
 NM0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN416590(NAD 83)
 NM0023_MARKER: DB = BENCH MARK DISK
 NM0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0023_STAMPING: Y 15 1934
 NM0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0023+STABILITY: SURFACE MOTION
 NM0023
 NM0023  HISTORY     - Date     Condition        Report By
 NM0023  HISTORY     - 1934     MONUMENTED       CGS
 NM0023
 NM0023                          STATION DESCRIPTION
 NM0023
 NM0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0023'1.6 MI NE FROM CARNES.
 NM0023'1.6 MILES NORTHEAST ALONG THE SOO LINE RAILROAD, FORMERLY (C.ST.P.
 NM0023'M. AND O. RWY.) FROM THE STATION AT CARNES, SIOUX COUNTY, 176
 NM0023'YARDS NORTHEAST OF A WOODEN TRESTLE, 45.5 FEET SOUTHEAST OF THE
 NM0023'SOUTHEAST RAIL, AND 2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 NM0023'A STANDARD DISK, STAMPED Y 15 1934 AND SET IN THE TOP OF A
 NM0023'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1468 ***********************************************************************
 MJ1468  DESIGNATION -  Y 150 RESET
 MJ1468  PID         -  MJ1468
 MJ1468  STATE/COUNTY-  IA/SHELBY
 MJ1468  USGS QUAD   -  PANAMA (1978)
 MJ1468
 MJ1468                         *CURRENT SURVEY CONTROL
 MJ1468  ___________________________________________________________________
 MJ1468* NAD 83(1986)-  41 40 45.     (N)    095 29 29.     (W)     SCALED    
 MJ1468* NAVD 88     -       372.34   (meters)    1221.6    (feet)  RESET     
 MJ1468  ___________________________________________________________________
 MJ1468  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 MJ1468
 MJ1468  VERT ORDER  -  THIRD
 MJ1468
 MJ1468.The horizontal coordinates were scaled from a topographic map and have
 MJ1468.an estimated accuracy of +/- 6 seconds.
 MJ1468
 MJ1468.The orthometric height was computed from unverified reset data.
 MJ1468
 MJ1468.The geoid height was determined by GEOID03.
 MJ1468
 MJ1468;                    North         East    Units  Estimated Accuracy
 MJ1468;SPC IA S     -   188,370.      334,200.      MT  (+/- 180 meters Scaled)
 MJ1468
 MJ1468                          SUPERSEDED SURVEY CONTROL
 MJ1468
 MJ1468  NGVD 29 (05/12/04)  372.21   (m)         1221.2    (f) RESET       3  
 MJ1468
 MJ1468.Superseded values are not recommended for survey control.
 MJ1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1468.See file dsdata.txt to determine how the superseded data were derived.
 MJ1468
 MJ1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG926171(NAD 83)
 MJ1468_MARKER: DB = BENCH MARK DISK
 MJ1468_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MJ1468_SP_SET: WINGWALL
 MJ1468_STAMPING: Y 150 RESET 1986
 MJ1468_MARK LOGO: NGS   
 MJ1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1468+STABILITY: SURFACE MOTION
 MJ1468
 MJ1468  HISTORY     - Date     Condition        Report By
 MJ1468  HISTORY     - 1986     MONUMENTED       IAHD
 MJ1468
 MJ1468                          STATION DESCRIPTION
 MJ1468
 MJ1468'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1986
 MJ1468'4.2 KM (2.60 MI) NE FROM PORTSMOUTH.
 MJ1468'2.6 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ1468'RAILROAD FROM THE STATION IN PORTSMOUTH, SET IN THE EAST CORNER OF
 MJ1468'THE SOUTHEAST WINGWALL AT THE SOUTHWEST END OF STATE HIGHWAY NO. 191
 MJ1468'BRIDGE NO. 24, 88.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK
 MJ1468'AT JUST ABOUT THE CENTER OF STEEL GIRDER BRIDGE NO. Z 1470, 17.0 FEET
 MJ1468'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.1 FOOT NORTH OF THE
 MJ1468'SOUTH END OF THE WINGWALL, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0395 ***********************************************************************
 NM0395  DESIGNATION -  Y 151
 NM0395  PID         -  NM0395
 NM0395  STATE/COUNTY-  IA/WOODBURY
 NM0395  USGS QUAD   -  SALIX (1976)
 NM0395
 NM0395                         *CURRENT SURVEY CONTROL
 NM0395  ___________________________________________________________________
 NM0395* NAD 83(1986)-  42 18 56.     (N)    096 16 15.     (W)     SCALED    
 NM0395* NAVD 88     -       328.808  (meters)    1078.76   (feet)  ADJUSTED  
 NM0395  ___________________________________________________________________
 NM0395  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 NM0395  DYNAMIC HT  -         328.701 (meters)    1078.41  (feet)  COMP
 NM0395  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 NM0395
 NM0395  VERT ORDER  -  SECOND    CLASS 0
 NM0395
 NM0395.The horizontal coordinates were scaled from a topographic map and have
 NM0395.an estimated accuracy of +/- 6 seconds.
 NM0395
 NM0395.The orthometric height was determined by differential leveling
 NM0395.and adjusted by the National Geodetic Survey in June 1991..
 NM0395
 NM0395.The geoid height was determined by GEOID03.
 NM0395
 NM0395.The dynamic height is computed by dividing the NAVD 88
 NM0395.geopotential number by the normal gravity value computed on the
 NM0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0395.degrees latitude (g = 980.6199 gals.).
 NM0395
 NM0395.The modeled gravity was interpolated from observed gravity values.
 NM0395
 NM0395;                    North         East    Units  Estimated Accuracy
 NM0395;SPC IA N     - 1,094,330.    1,271,620.      MT  (+/- 180 meters Scaled)
 NM0395
 NM0395                          SUPERSEDED SURVEY CONTROL
 NM0395
 NM0395  NGVD 29 (??/??/92)  328.654  (m)         1078.26   (f) ADJ UNCH    2 0
 NM0395
 NM0395.Superseded values are not recommended for survey control.
 NM0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0395.See file dsdata.txt to determine how the superseded data were derived.
 NM0395
 NM0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM249884(NAD 83)
 NM0395_MARKER: DB = BENCH MARK DISK
 NM0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0395_STAMPING: Y 151 1949
 NM0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0395+STABILITY: SURFACE MOTION
 NM0395
 NM0395  HISTORY     - Date     Condition        Report By
 NM0395  HISTORY     - 1949     MONUMENTED       CGS
 NM0395
 NM0395                          STATION DESCRIPTION
 NM0395
 NM0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0395'1.6 MI NE FROM SALIX.
 NM0395'0.6 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND NORTH
 NM0395'WESTERN RAILWAY STATION AT SALIX, THENCE 0.5 MILE EAST ALONG
 NM0395'A GRADED DIRT ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD,
 NM0395'AT THE FARM HOME OF MAURICE MULVIHILL, 93.0 FEET SOUTHWEST OF
 NM0395'THE SOUTHWEST CORNER OF THE HOUSE, 62 FEET NORTH OF THE CENTER
 NM0395'LINE OF AN EAST-WEST ROAD, 20.0 FEET NORTH OF A FENCE CORNER
 NM0395'POST, 4.4 FEET EAST OF A FENCE, 1.6 FEET SOUTH OF A REFERENCE
 NM0395'POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 NM0395'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0371 ***********************************************************************
 NM0371  DESIGNATION -  Y 152 RESET
 NM0371  PID         -  NM0371
 NM0371  STATE/COUNTY-  IA/MONONA
 NM0371  USGS QUAD   -  HORNICK (1969)
 NM0371
 NM0371                         *CURRENT SURVEY CONTROL
 NM0371  ___________________________________________________________________
 NM0371* NAD 83(1986)-  42 12 39.     (N)    096 04 40.     (W)     SCALED    
 NM0371* NAVD 88     -       327.56   (meters)    1074.7    (feet)  RESET     
 NM0371  ___________________________________________________________________
 NM0371  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 NM0371
 NM0371  VERT ORDER  -  THIRD
 NM0371
 NM0371.The horizontal coordinates were scaled from a topographic map and have
 NM0371.an estimated accuracy of +/- 6 seconds.
 NM0371
 NM0371.The orthometric height was computed from unverified reset data.
 NM0371
 NM0371.The geoid height was determined by GEOID03.
 NM0371
 NM0371;                    North         East    Units  Estimated Accuracy
 NM0371;SPC IA N     - 1,082,200.    1,287,170.      MT  (+/- 180 meters Scaled)
 NM0371
 NM0371                          SUPERSEDED SURVEY CONTROL
 NM0371
 NM0371  NGVD 29 (??/??/??)  327.41   (m)         1074.2    (f) RESET       3  
 NM0371
 NM0371.Superseded values are not recommended for survey control.
 NM0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0371.See file dsdata.txt to determine how the superseded data were derived.
 NM0371
 NM0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM412773(NAD 83)
 NM0371_MARKER: Z = SEE DESCRIPTION
 NM0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0371_SP_SET: ABUTMENT
 NM0371_STAMPING: Y-152 1949 RESET 1963
 NM0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0371
 NM0371  HISTORY     - Date     Condition        Report By
 NM0371  HISTORY     - 1963     MONUMENTED       CGS
 NM0371
 NM0371                          STATION DESCRIPTION
 NM0371
 NM0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NM0371'2.2 MI SE FROM HORNICK.
 NM0371'0.2 MILE SOUTH EAST ALONG A GRAVELED STREET FROM THE CHICAGO,
 NM0371'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT HORNICK,
 NM0371'IOWA, THENCE 0.85 MILE EAST ALONG A PAVED ROAD (IOWA NO. 141),
 NM0371'THENCE 1.1 MILE SOUTH ALONG A GRADED DIRT ROAD, 0.1 MILE SOUTH
 NM0371'OF THE MONONA AND WOODBURY COUNTY LINE, SET IN THE TOP OF THE
 NM0371'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF RECENTLY CONSTRUCTED
 NM0371'(1963) BRIDGE NO. T 172 1/2 OVER WEST FORK DITCH ON THE CHICAGO,
 NM0371'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 5.3 FEET NORTH WEST
 NM0371'OF EXTREME SOUTHEAST FACE OF SOUTHEAST ABUTMENT, 12.9 FEET
 NM0371'SOUTHWEST OF CENTERLINE OF TRACK AT CENTERLINE OF SOUTHEAST
 NM0371'ABUTMENT, 1.1 FEET NORTH EAST OF SOUTH WEST END OF SOUTHEAST
 NM0371'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0366 ***********************************************************************
 NM0366  DESIGNATION -  Y 153
 NM0366  PID         -  NM0366
 NM0366  STATE/COUNTY-  IA/WOODBURY
 NM0366  USGS QUAD   -  CLIMBING HILL (1964)
 NM0366
 NM0366                         *CURRENT SURVEY CONTROL
 NM0366  ___________________________________________________________________
 NM0366* NAD 83(1986)-  42 15 14.     (N)    096 05 14.     (W)     SCALED    
 NM0366* NAVD 88     -       325.887  (meters)    1069.18   (feet)  ADJUSTED  
 NM0366  ___________________________________________________________________
 NM0366  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 NM0366  DYNAMIC HT  -         325.778 (meters)    1068.82  (feet)  COMP
 NM0366  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 NM0366
 NM0366  VERT ORDER  -  SECOND    CLASS 0
 NM0366
 NM0366.The horizontal coordinates were scaled from a topographic map and have
 NM0366.an estimated accuracy of +/- 6 seconds.
 NM0366
 NM0366.The orthometric height was determined by differential leveling
 NM0366.and adjusted by the National Geodetic Survey in June 1991..
 NM0366
 NM0366.The geoid height was determined by GEOID03.
 NM0366
 NM0366.The dynamic height is computed by dividing the NAVD 88
 NM0366.geopotential number by the normal gravity value computed on the
 NM0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0366.degrees latitude (g = 980.6199 gals.).
 NM0366
 NM0366.The modeled gravity was interpolated from observed gravity values.
 NM0366
 NM0366;                    North         East    Units  Estimated Accuracy
 NM0366;SPC IA N     - 1,087,010.    1,286,540.      MT  (+/- 180 meters Scaled)
 NM0366
 NM0366                          SUPERSEDED SURVEY CONTROL
 NM0366
 NM0366  NGVD 29 (??/??/92)  325.736  (m)         1068.69   (f) ADJ UNCH    2 0
 NM0366
 NM0366.Superseded values are not recommended for survey control.
 NM0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0366.See file dsdata.txt to determine how the superseded data were derived.
 NM0366
 NM0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM402820(NAD 83)
 NM0366_MARKER: DB = BENCH MARK DISK
 NM0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0366_STAMPING: Y 153 1949
 NM0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0366+STABILITY: SURFACE MOTION
 NM0366
 NM0366  HISTORY     - Date     Condition        Report By
 NM0366  HISTORY     - 1949     MONUMENTED       CGS
 NM0366
 NM0366                          STATION DESCRIPTION
 NM0366
 NM0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0366'1.6 MI SW FROM HOLLY SPRINGS.
 NM0366'0.75 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CONSOLIDATED
 NM0366'SCHOOL AT HOLLY SPRINGS, THENCE 0.5 MILE WEST ALONG A GRAVELED
 NM0366'ROAD, THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD, AT THE FARM
 NM0366'HOME OF RALPH MEHL, 76 FEET EAST OF THE CENTER LINE OF THE
 NM0366'NORTH-SOUTH ROAD, 78.3 FEET SOUTH OF THE SOUTHWEST CORNER OF
 NM0366'THE HOUSE, 34.0 FEET WEST OF THE SOUTHWEST CORNER OF THE GARAGE,
 NM0366'16 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.0
 NM0366'FOOT NORTH OF A FENCE, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 NM0366'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0182 ***********************************************************************
 OQ0182  DESIGNATION -  Y 154
 OQ0182  PID         -  OQ0182
 OQ0182  STATE/COUNTY-  IA/SIOUX
 OQ0182  USGS QUAD   -  ALCESTER NE (1978)
 OQ0182
 OQ0182                         *CURRENT SURVEY CONTROL
 OQ0182  ___________________________________________________________________
 OQ0182* NAD 83(1986)-  43 13 34.     (N)    096 30 38.     (W)     SCALED    
 OQ0182* NAVD 88     -       379.113  (meters)    1243.81   (feet)  ADJUSTED  
 OQ0182  ___________________________________________________________________
 OQ0182  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 OQ0182  DYNAMIC HT  -         379.008 (meters)    1243.46  (feet)  COMP
 OQ0182  MODELED GRAV-     980,334.0   (mgal)                       NAVD 88
 OQ0182
 OQ0182  VERT ORDER  -  FIRST     CLASS II
 OQ0182
 OQ0182.The horizontal coordinates were scaled from a topographic map and have
 OQ0182.an estimated accuracy of +/- 6 seconds.
 OQ0182
 OQ0182.The orthometric height was determined by differential leveling
 OQ0182.and adjusted by the National Geodetic Survey in June 1991..
 OQ0182
 OQ0182.The geoid height was determined by GEOID03.
 OQ0182
 OQ0182.The dynamic height is computed by dividing the NAVD 88
 OQ0182.geopotential number by the normal gravity value computed on the
 OQ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0182.degrees latitude (g = 980.6199 gals.).
 OQ0182
 OQ0182.The modeled gravity was interpolated from observed gravity values.
 OQ0182
 OQ0182;                    North         East    Units  Estimated Accuracy
 OQ0182;SPC IA N     - 1,196,090.    1,255,470.      MT  (+/- 180 meters Scaled)
 OQ0182
 OQ0182                          SUPERSEDED SURVEY CONTROL
 OQ0182
 OQ0182  NGVD 29 (??/??/92)  378.882  (m)         1243.05   (f) ADJ UNCH    1 2
 OQ0182
 OQ0182.Superseded values are not recommended for survey control.
 OQ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0182.See file dsdata.txt to determine how the superseded data were derived.
 OQ0182
 OQ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN021889(NAD 83)
 OQ0182_MARKER: DB = BENCH MARK DISK
 OQ0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0182_STAMPING: Y 154 1949
 OQ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0182+STABILITY: SURFACE MOTION
 OQ0182
 OQ0182  HISTORY     - Date     Condition        Report By
 OQ0182  HISTORY     - 1949     MONUMENTED       CGS
 OQ0182
 OQ0182                          STATION DESCRIPTION
 OQ0182
 OQ0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0182'1.4 MI NW FROM FAIRVIEW.
 OQ0182'1.4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OQ0182'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT FAIRVIEW,
 OQ0182'6 POLES EAST OF MILEPOST 43, 47.0 FEET SOUTH OF THE SOUTH RAIL,
 OQ0182'41.0 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD AND AN
 OQ0182'IRON FRAME GATE, 18.0 FEET SOUTHEAST OF A POLE, 1.4 FEET
 OQ0182'NORTH OF A RIGHT-OF-WAY FENCE, 2.0 FEET WEST OF A REFERENCE
 OQ0182'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 OQ0182'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0420 ***********************************************************************
 MH0420  DESIGNATION -  Y 155
 MH0420  PID         -  MH0420
 MH0420  STATE/COUNTY-  IA/DALLAS
 MH0420  USGS QUAD   -  WAUKEE (1976)
 MH0420
 MH0420                         *CURRENT SURVEY CONTROL
 MH0420  ___________________________________________________________________
 MH0420* NAD 83(1986)-  41 31 21.     (N)    093 56 43.     (W)     SCALED    
 MH0420* NAVD 88     -       305.267  (meters)    1001.53   (feet)  ADJUSTED  
 MH0420  ___________________________________________________________________
 MH0420  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 MH0420  DYNAMIC HT  -         305.132 (meters)    1001.09  (feet)  COMP
 MH0420  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 MH0420
 MH0420  VERT ORDER  -  FIRST     CLASS II
 MH0420
 MH0420.The horizontal coordinates were scaled from a topographic map and have
 MH0420.an estimated accuracy of +/- 6 seconds.
 MH0420
 MH0420.The orthometric height was determined by differential leveling
 MH0420.and adjusted by the National Geodetic Survey in June 1991..
 MH0420
 MH0420.The geoid height was determined by GEOID03.
 MH0420
 MH0420.The dynamic height is computed by dividing the NAVD 88
 MH0420.geopotential number by the normal gravity value computed on the
 MH0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0420.degrees latitude (g = 980.6199 gals.).
 MH0420
 MH0420.The modeled gravity was interpolated from observed gravity values.
 MH0420
 MH0420;                    North         East    Units  Estimated Accuracy
 MH0420;SPC IA S     -   169,170.      462,840.      MT  (+/- 180 meters Scaled)
 MH0420
 MH0420                          SUPERSEDED SURVEY CONTROL
 MH0420
 MH0420  NGVD 29 (??/??/92)  305.208  (m)         1001.34   (f) ADJ UNCH    1 2
 MH0420
 MH0420.Superseded values are not recommended for survey control.
 MH0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0420.See file dsdata.txt to determine how the superseded data were derived.
 MH0420
 MH0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF211971(NAD 83)
 MH0420_MARKER: DB = BENCH MARK DISK
 MH0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0420_STAMPING: Y 155 1950
 MH0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0420+STABILITY: SURFACE MOTION
 MH0420
 MH0420  HISTORY     - Date     Condition        Report By
 MH0420  HISTORY     - 1950     MONUMENTED       CGS
 MH0420
 MH0420                          STATION DESCRIPTION
 MH0420
 MH0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0420'1.1 MI S FROM VAN METER.
 MH0420'1.1 MILES SOUTH ALONG STATE HIGHWAY 293 FROM THE CHICAGO, ROCK
 MH0420'ISLAND AND PACIFIC RAILROAD STATION AT VAN METER, ON THE OUTSIDE
 MH0420'OF A CURVE IN THE HIGHWAY, 57 FEET NORTHEAST OF THE CENTER LINE
 MH0420'OF THE HIGHWAY, 43 FEET WEST OF THE CENTER OF A GATE, 28 FEET
 MH0420'EAST OF A POWER POLE, 1.3 FEET SOUTH OF A FENCE, 2.6 FEET WEST
 MH0420'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MH0420'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0949 ***********************************************************************
 LF0949  DESIGNATION -  Y 156
 LF0949  PID         -  LF0949
 LF0949  STATE/COUNTY-  IA/FREMONT
 LF0949  USGS QUAD   -  RIVERTON (1981)
 LF0949
 LF0949                         *CURRENT SURVEY CONTROL
 LF0949  ___________________________________________________________________
 LF0949* NAD 83(1986)-  40 42 57.     (N)    095 33 26.     (W)     SCALED    
 LF0949* NAVD 88     -       315.776  (meters)    1036.01   (feet)  ADJUSTED  
 LF0949  ___________________________________________________________________
 LF0949  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LF0949  DYNAMIC HT  -         315.608 (meters)    1035.46  (feet)  COMP
 LF0949  MODELED GRAV-     980,085.0   (mgal)                       NAVD 88
 LF0949
 LF0949  VERT ORDER  -  SECOND    CLASS 0
 LF0949
 LF0949.The horizontal coordinates were scaled from a topographic map and have
 LF0949.an estimated accuracy of +/- 6 seconds.
 LF0949
 LF0949.The orthometric height was determined by differential leveling
 LF0949.and adjusted by the National Geodetic Survey in June 1991..
 LF0949
 LF0949.The geoid height was determined by GEOID03.
 LF0949
 LF0949.The dynamic height is computed by dividing the NAVD 88
 LF0949.geopotential number by the normal gravity value computed on the
 LF0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0949.degrees latitude (g = 980.6199 gals.).
 LF0949
 LF0949.The modeled gravity was interpolated from observed gravity values.
 LF0949
 LF0949;                    North         East    Units  Estimated Accuracy
 LF0949;SPC IA S     -    81,550.      326,190.      MT  (+/- 180 meters Scaled)
 LF0949
 LF0949                          SUPERSEDED SURVEY CONTROL
 LF0949
 LF0949  NGVD 29 (??/??/92)  315.670  (m)         1035.66   (f) ADJ UNCH    2 0
 LF0949
 LF0949.Superseded values are not recommended for survey control.
 LF0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0949.See file dsdata.txt to determine how the superseded data were derived.
 LF0949
 LF0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF840103(NAD 83)
 LF0949_MARKER: DB = BENCH MARK DISK
 LF0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0949_STAMPING: Y 156 1949
 LF0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0949+STABILITY: SURFACE MOTION
 LF0949
 LF0949  HISTORY     - Date     Condition        Report By
 LF0949  HISTORY     - 1949     MONUMENTED       CGS
 LF0949  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0949
 LF0949                          STATION DESCRIPTION
 LF0949
 LF0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0949'2 MI NE FROM RIVERTON.
 LF0949'0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0949'FROM THE STATION AT RIVERTON, THENCE 1.6 MILES NORTH ALONG A
 LF0949'GRAVELED ROAD, THENCE 0.15 MILE EAST ALONG A GRAVELED ROAD, 119.0
 LF0949'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 113.0 FEET
 LF0949'NORTH OF THE CNETER LINE OF AN EAST AND WEST ROAD, 56.8 FEET
 LF0949'SOUTHWEST OF A POWER TRANSFORMER POLE, 4.3 FEET EAST OF A 36 INCH
 LF0949'ELM TREE, 2.0 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 LF0949'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LF0949
 LF0949                          STATION RECOVERY (1976)
 LF0949
 LF0949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0247 ***********************************************************************
 LF0247  DESIGNATION -  Y 157
 LF0247  PID         -  LF0247
 LF0247  STATE/COUNTY-  IA/FREMONT
 LF0247  USGS QUAD   -  FARRAGUT (1981)
 LF0247
 LF0247                         *CURRENT SURVEY CONTROL
 LF0247  ___________________________________________________________________
 LF0247* NAD 83(1986)-  40 42 51.     (N)    095 29 55.     (W)     SCALED    
 LF0247* NAVD 88     -       291.039  (meters)     954.85   (feet)  ADJUSTED  
 LF0247  ___________________________________________________________________
 LF0247  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LF0247  DYNAMIC HT  -         290.884 (meters)     954.34  (feet)  COMP
 LF0247  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 LF0247
 LF0247  VERT ORDER  -  SECOND    CLASS 0
 LF0247
 LF0247.The horizontal coordinates were scaled from a topographic map and have
 LF0247.an estimated accuracy of +/- 6 seconds.
 LF0247
 LF0247.The orthometric height was determined by differential leveling
 LF0247.and adjusted by the National Geodetic Survey in June 1991..
 LF0247
 LF0247.The geoid height was determined by GEOID03.
 LF0247
 LF0247.The dynamic height is computed by dividing the NAVD 88
 LF0247.geopotential number by the normal gravity value computed on the
 LF0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0247.degrees latitude (g = 980.6199 gals.).
 LF0247
 LF0247.The modeled gravity was interpolated from observed gravity values.
 LF0247
 LF0247;                    North         East    Units  Estimated Accuracy
 LF0247;SPC IA S     -    81,250.      331,140.      MT  (+/- 180 meters Scaled)
 LF0247
 LF0247                          SUPERSEDED SURVEY CONTROL
 LF0247
 LF0247  NGVD 29 (??/??/92)  290.930  (m)          954.49   (f) ADJ UNCH    2 0
 LF0247
 LF0247.Superseded values are not recommended for survey control.
 LF0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0247.See file dsdata.txt to determine how the superseded data were derived.
 LF0247
 LF0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF889100(NAD 83)
 LF0247_MARKER: DB = BENCH MARK DISK
 LF0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0247_STAMPING: Y 157 1949
 LF0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0247+STABILITY: SURFACE MOTION
 LF0247
 LF0247  HISTORY     - Date     Condition        Report By
 LF0247  HISTORY     - 1949     MONUMENTED       CGS
 LF0247
 LF0247                          STATION DESCRIPTION
 LF0247
 LF0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0247'1 MI W FROM FARRAGUT.
 LF0247'1.0 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0247'FROM THE STATION AT FARRAGUT, 0.15 MILE WEST OF A ROAD CROSSING,
 LF0247'170 YARDS EAST OF A RAILROAD TRESTLE WHICH IS OVER A SMALL
 LF0247'CANAL, 46.0 FEET NORTH OF THE NORTH RAIL, 1.7 FEET WEST OF A
 LF0247'WITNESS POST, 1.0 FOOT SOUTH OF THE RIGHT OF WAY FENCE, SET IN
 LF0247'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 LF0247'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0408 ***********************************************************************
 NL0408  DESIGNATION -  Y 158
 NL0408  PID         -  NL0408
 NL0408  STATE/COUNTY-  IA/MONONA
 NL0408  USGS QUAD   -  MAPLETON SE (1982)
 NL0408
 NL0408                         *CURRENT SURVEY CONTROL
 NL0408  ___________________________________________________________________
 NL0408* NAD 83(1986)-  42 07 28.     (N)    095 51 06.     (W)     SCALED    
 NL0408* NAVD 88     -       331.280  (meters)    1086.87   (feet)  ADJUSTED  
 NL0408  ___________________________________________________________________
 NL0408  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 NL0408  DYNAMIC HT  -         331.156 (meters)    1086.47  (feet)  COMP
 NL0408  MODELED GRAV-     980,240.9   (mgal)                       NAVD 88
 NL0408
 NL0408  VERT ORDER  -  SECOND    CLASS 0
 NL0408
 NL0408.The horizontal coordinates were scaled from a topographic map and have
 NL0408.an estimated accuracy of +/- 6 seconds.
 NL0408
 NL0408.The orthometric height was determined by differential leveling
 NL0408.and adjusted by the National Geodetic Survey in June 1991..
 NL0408
 NL0408.The geoid height was determined by GEOID03.
 NL0408
 NL0408.The dynamic height is computed by dividing the NAVD 88
 NL0408.geopotential number by the normal gravity value computed on the
 NL0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0408.degrees latitude (g = 980.6199 gals.).
 NL0408
 NL0408.The modeled gravity was interpolated from observed gravity values.
 NL0408
 NL0408;                    North         East    Units  Estimated Accuracy
 NL0408;SPC IA N     - 1,072,070.    1,305,570.      MT  (+/- 180 meters Scaled)
 NL0408
 NL0408                          SUPERSEDED SURVEY CONTROL
 NL0408
 NL0408  NGVD 29 (??/??/92)  331.137  (m)         1086.41   (f) ADJ UNCH    2 0
 NL0408
 NL0408.Superseded values are not recommended for survey control.
 NL0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0408.See file dsdata.txt to determine how the superseded data were derived.
 NL0408
 NL0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG642675(NAD 83)
 NL0408_MARKER: DB = BENCH MARK DISK
 NL0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0408_STAMPING: Y 158 1949
 NL0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0408+STABILITY: SURFACE MOTION
 NL0408
 NL0408  HISTORY     - Date     Condition        Report By
 NL0408  HISTORY     - 1949     MONUMENTED       CGS
 NL0408  HISTORY     - 1962     GOOD             NGS
 NL0408
 NL0408                          STATION DESCRIPTION
 NL0408
 NL0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NL0408'4.1 MI SW FROM MAPLETON.
 NL0408'4.1 MILES SOUTHWEST ALONG IOWA STATE HIGHWAY 175 FROM THE CHICAGO
 NL0408'AND NORTH WESTERN RAILWAY STATION AT MAPLETON, AT THE JUNCTION OF
 NL0408'A GRADED DIRT ROAD LEADING WEST, AND A FARM ROAD LEADING EAST,
 NL0408'106 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 19 FEET NORTH OF THE
 NL0408'CENTERLINE OF THE FARM ROAD, 6.7 FEET WEST OF A WIRE FENCE, 5.7 FEET
 NL0408'NORTHEAST OF THE MOST NORTHERLY ONE OF THREE WALNUT TREES, 1.2
 NL0408'FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 NL0408'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  THE U.S. ARMY
 NL0408'CORPS OF ENGINEERS REPORTED THAT THIS MARK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0997 ***********************************************************************
 MJ0997  DESIGNATION -  Y 159
 MJ0997  PID         -  MJ0997
 MJ0997  STATE/COUNTY-  IA/MONONA
 MJ0997  USGS QUAD   -  MOORHEAD NW (1971)
 MJ0997
 MJ0997                         *CURRENT SURVEY CONTROL
 MJ0997  ___________________________________________________________________
 MJ0997* NAD 83(1986)-  41 53 57.     (N)    095 59 31.     (W)     SCALED    
 MJ0997* NAVD 88     -       315.092  (meters)    1033.76   (feet)  ADJUSTED  
 MJ0997  ___________________________________________________________________
 MJ0997  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 MJ0997  DYNAMIC HT  -         314.971 (meters)    1033.37  (feet)  COMP
 MJ0997  MODELED GRAV-     980,229.6   (mgal)                       NAVD 88
 MJ0997
 MJ0997  VERT ORDER  -  SECOND    CLASS 0
 MJ0997
 MJ0997.The horizontal coordinates were scaled from a topographic map and have
 MJ0997.an estimated accuracy of +/- 6 seconds.
 MJ0997
 MJ0997.The orthometric height was determined by differential leveling
 MJ0997.and adjusted by the National Geodetic Survey in June 1991..
 MJ0997
 MJ0997.The geoid height was determined by GEOID03.
 MJ0997
 MJ0997.The dynamic height is computed by dividing the NAVD 88
 MJ0997.geopotential number by the normal gravity value computed on the
 MJ0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0997.degrees latitude (g = 980.6199 gals.).
 MJ0997
 MJ0997.The modeled gravity was interpolated from observed gravity values.
 MJ0997
 MJ0997;                    North         East    Units  Estimated Accuracy
 MJ0997;SPC IA N     - 1,047,390.    1,293,240.      MT  (+/- 180 meters Scaled)
 MJ0997
 MJ0997                          SUPERSEDED SURVEY CONTROL
 MJ0997
 MJ0997  NGVD 29 (??/??/92)  314.944  (m)         1033.28   (f) ADJ UNCH    2 0
 MJ0997
 MJ0997.Superseded values are not recommended for survey control.
 MJ0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0997.See file dsdata.txt to determine how the superseded data were derived.
 MJ0997
 MJ0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG518429(NAD 83)
 MJ0997_MARKER: DB = BENCH MARK DISK
 MJ0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0997_STAMPING: Y 159 1949
 MJ0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0997+STABILITY: SURFACE MOTION
 MJ0997
 MJ0997  HISTORY     - Date     Condition        Report By
 MJ0997  HISTORY     - 1949     MONUMENTED       CGS
 MJ0997
 MJ0997                          STATION DESCRIPTION
 MJ0997
 MJ0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0997'7.6 MI SE FROM BLENCOE.
 MJ0997'0.25 MILE EAST FROM THE CATHOLIC CHURCH ALONG THE MAIN STREET
 MJ0997'OF BLENCOE, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 MJ0997'1.2 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES EAST
 MJ0997'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT
 MJ0997'ROAD, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.55
 MJ0997'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.35 MILE EAST
 MJ0997'ALONG A GRADED DIRT ROAD, AT THE W.A. BYER FARM, 91 FEET SOUTH
 MJ0997'OF THE CENTER LINE OF THE ROAD, 17 FEET EAST OF THE CENTER LINE
 MJ0997'OF A PRIVATE DRIVE, 7.0 FEET NORTH OF A 5-FOOT COTTONWOOD
 MJ0997'TREE, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING
 MJ0997'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0563 ***********************************************************************
 OP0563  DESIGNATION -  Y 16
 OP0563  PID         -  OP0563
 OP0563  STATE/COUNTY-  IA/OSCEOLA
 OP0563  USGS QUAD   -  SIBLEY WEST (1972)
 OP0563
 OP0563                         *CURRENT SURVEY CONTROL
 OP0563  ___________________________________________________________________
 OP0563* NAD 83(1986)-  43 25 00.     (N)    095 45 02.     (W)     SCALED    
 OP0563* NAVD 88     -       466.513  (meters)    1530.55   (feet)  ADJUSTED  
 OP0563  ___________________________________________________________________
 OP0563  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 OP0563  DYNAMIC HT  -         466.392 (meters)    1530.15  (feet)  COMP
 OP0563  MODELED GRAV-     980,345.7   (mgal)                       NAVD 88
 OP0563
 OP0563  VERT ORDER  -  SECOND    CLASS 0
 OP0563
 OP0563.The horizontal coordinates were scaled from a topographic map and have
 OP0563.an estimated accuracy of +/- 6 seconds.
 OP0563
 OP0563.The orthometric height was determined by differential leveling
 OP0563.and adjusted by the National Geodetic Survey in June 1991..
 OP0563
 OP0563.The geoid height was determined by GEOID03.
 OP0563
 OP0563.The dynamic height is computed by dividing the NAVD 88
 OP0563.geopotential number by the normal gravity value computed on the
 OP0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0563.degrees latitude (g = 980.6199 gals.).
 OP0563
 OP0563.The modeled gravity was interpolated from observed gravity values.
 OP0563
 OP0563;                    North         East    Units  Estimated Accuracy
 OP0563;SPC IA N     - 1,215,330.    1,317,750.      MT  (+/- 180 meters Scaled)
 OP0563
 OP0563                          SUPERSEDED SURVEY CONTROL
 OP0563
 OP0563  NGVD 29 (??/??/92)  466.315  (m)         1529.90   (f) ADJ UNCH    2 0
 OP0563
 OP0563.Superseded values are not recommended for survey control.
 OP0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0563.See file dsdata.txt to determine how the superseded data were derived.
 OP0563
 OP0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ773107(NAD 83)
 OP0563_MARKER: DB = BENCH MARK DISK
 OP0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0563_STAMPING: Y 16 1934
 OP0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0563+STABILITY: SURFACE MOTION
 OP0563
 OP0563  HISTORY     - Date     Condition        Report By
 OP0563  HISTORY     - 1934     MONUMENTED       CGS
 OP0563  HISTORY     - 1972     MARK NOT FOUND   USGS
 OP0563
 OP0563                          STATION DESCRIPTION
 OP0563
 OP0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0563'1.2 MI NE FROM SIBLEY.
 OP0563'1.2 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 OP0563'RAILWAY FROM THE STATION AT SIBLEY, OSCEOLA COUNTY, 181 YARDS
 OP0563'SOUTHWEST OF MILEPOST 194, 44 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 OP0563'AND 39.4 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 33.  A
 OP0563'STANDARD DISK, STAMPED Y 16 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0563'PROJECTING 6 INCHES ABOVE GROUND.
 OP0563
 OP0563                          STATION RECOVERY (1972)
 OP0563
 OP0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0397 ***********************************************************************
 NL0397  DESIGNATION -  Y 160
 NL0397  PID         -  NL0397
 NL0397  STATE/COUNTY-  IA/MONONA
 NL0397  USGS QUAD   -  SMITHLAND (1969)
 NL0397
 NL0397                         *CURRENT SURVEY CONTROL
 NL0397  ___________________________________________________________________
 NL0397* NAD 83(1986)-  42 08 30.     (N)    095 57 48.     (W)     SCALED    
 NL0397* NAVD 88     -       334.829  (meters)    1098.52   (feet)  ADJUSTED  
 NL0397  ___________________________________________________________________
 NL0397  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 NL0397  DYNAMIC HT  -         334.705 (meters)    1098.11  (feet)  COMP
 NL0397  MODELED GRAV-     980,243.2   (mgal)                       NAVD 88
 NL0397
 NL0397  VERT ORDER  -  SECOND    CLASS 0
 NL0397
 NL0397.The horizontal coordinates were scaled from a topographic map and have
 NL0397.an estimated accuracy of +/- 6 seconds.
 NL0397
 NL0397.The orthometric height was determined by differential leveling
 NL0397.and adjusted by the National Geodetic Survey in June 1991..
 NL0397
 NL0397.The geoid height was determined by GEOID03.
 NL0397
 NL0397.The dynamic height is computed by dividing the NAVD 88
 NL0397.geopotential number by the normal gravity value computed on the
 NL0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0397.degrees latitude (g = 980.6199 gals.).
 NL0397
 NL0397.The modeled gravity was interpolated from observed gravity values.
 NL0397
 NL0397;                    North         East    Units  Estimated Accuracy
 NL0397;SPC IA N     - 1,074,240.    1,296,400.      MT  (+/- 180 meters Scaled)
 NL0397
 NL0397                          SUPERSEDED SURVEY CONTROL
 NL0397
 NL0397  NGVD 29 (??/??/92)  334.682  (m)         1098.04   (f) ADJ UNCH    2 0
 NL0397
 NL0397.Superseded values are not recommended for survey control.
 NL0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0397.See file dsdata.txt to determine how the superseded data were derived.
 NL0397
 NL0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG551697(NAD 83)
 NL0397_MARKER: DB = BENCH MARK DISK
 NL0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0397_SP_SET: PLATFORM
 NL0397_STAMPING: Y 160 1949
 NL0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0397
 NL0397  HISTORY     - Date     Condition        Report By
 NL0397  HISTORY     - 1949     MONUMENTED       CGS
 NL0397
 NL0397                          STATION DESCRIPTION
 NL0397
 NL0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0397'1.9 MI S FROM TICONIC.
 NL0397'1.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE METHODIST
 NL0397'CHURCH AT TICONIC, AT THE S.A. MC MASTER FARM, 77 FEET EAST OF THE
 NL0397'CENTER LINE OF THE ROAD, SET IN THE TOP OF THE SOUTHWEST CORNER
 NL0397'OF THE FOUNDATION FOR A SCALE PLATFORM, 15.6 FEET NORTH OF A WOVEN
 NL0397'WIRE FENCE, 10 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCALE
 NL0397'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0203 ***********************************************************************
 MJ0203  DESIGNATION -  Y 162
 MJ0203  PID         -  MJ0203
 MJ0203  STATE/COUNTY-  IA/GUTHRIE
 MJ0203  USGS QUAD   -  CASEY (1971)
 MJ0203
 MJ0203                         *CURRENT SURVEY CONTROL
 MJ0203  ___________________________________________________________________
 MJ0203* NAD 83(1986)-  41 30 40.     (N)    094 32 22.     (W)     SCALED    
 MJ0203* NAVD 88     -       377.697  (meters)    1239.16   (feet)  ADJUSTED  
 MJ0203  ___________________________________________________________________
 MJ0203  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 MJ0203  DYNAMIC HT  -         377.555 (meters)    1238.69  (feet)  COMP
 MJ0203  MODELED GRAV-     980,235.0   (mgal)                       NAVD 88
 MJ0203
 MJ0203  VERT ORDER  -  FIRST     CLASS II
 MJ0203
 MJ0203.The horizontal coordinates were scaled from a topographic map and have
 MJ0203.an estimated accuracy of +/- 6 seconds.
 MJ0203
 MJ0203.The orthometric height was determined by differential leveling
 MJ0203.and adjusted by the National Geodetic Survey in June 1991..
 MJ0203
 MJ0203.The geoid height was determined by GEOID03.
 MJ0203
 MJ0203.The dynamic height is computed by dividing the NAVD 88
 MJ0203.geopotential number by the normal gravity value computed on the
 MJ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0203.degrees latitude (g = 980.6199 gals.).
 MJ0203
 MJ0203.The modeled gravity was interpolated from observed gravity values.
 MJ0203
 MJ0203;                    North         East    Units  Estimated Accuracy
 MJ0203;SPC IA S     -   168,330.      413,230.      MT  (+/- 180 meters Scaled)
 MJ0203
 MJ0203                          SUPERSEDED SURVEY CONTROL
 MJ0203
 MJ0203  NGVD 29 (??/??/92)  377.648  (m)         1239.00   (f) ADJ UNCH    1 2
 MJ0203
 MJ0203.Superseded values are not recommended for survey control.
 MJ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0203.See file dsdata.txt to determine how the superseded data were derived.
 MJ0203
 MJ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF715966(NAD 83)
 MJ0203_MARKER: DB = BENCH MARK DISK
 MJ0203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0203_SP_SET: BRIDGE
 MJ0203_STAMPING: Y 162 1950
 MJ0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0203
 MJ0203  HISTORY     - Date     Condition        Report By
 MJ0203  HISTORY     - 1950     MONUMENTED       CGS
 MJ0203
 MJ0203                          STATION DESCRIPTION
 MJ0203
 MJ0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0203'1.1 MI W FROM CASEY.
 MJ0203'1.1 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, ROCK ISLAND
 MJ0203'AND PACIFIC RAILROAD STATION AT CASEY, 75.5 FEET SOUTHWEST OF THE
 MJ0203'CENTER LINE OF THE HIGHWAY, 5.3 FEET NORTHEAST OF THE NORTHEAST
 MJ0203'RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, LEVEL WITH
 MJ0203'THE RAILROAD, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 MJ0203'ABUTMENT OF RAILROAD BRIDGE 4113.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0256 ***********************************************************************
 NJ0256  DESIGNATION -  Y 163
 NJ0256  PID         -  NJ0256
 NJ0256  STATE/COUNTY-  IA/DUBUQUE
 NJ0256  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0256
 NJ0256                         *CURRENT SURVEY CONTROL
 NJ0256  ___________________________________________________________________
 NJ0256* NAD 83(1986)-  42 24 14.     (N)    090 42 11.     (W)     SCALED    
 NJ0256* NAVD 88     -       325.613  (meters)    1068.28   (feet)  ADJUSTED  
 NJ0256  ___________________________________________________________________
 NJ0256  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 NJ0256  DYNAMIC HT  -         325.507 (meters)    1067.93  (feet)  COMP
 NJ0256  MODELED GRAV-     980,286.3   (mgal)                       NAVD 88
 NJ0256
 NJ0256  VERT ORDER  -  FIRST     CLASS I
 NJ0256
 NJ0256.This mark is at Dubuque Regional Airport (DBQ)
 NJ0256
 NJ0256.The horizontal coordinates were scaled from a topographic map and have
 NJ0256.an estimated accuracy of +/- 6 seconds.
 NJ0256
 NJ0256.The orthometric height was determined by differential leveling
 NJ0256.and adjusted by the National Geodetic Survey in June 1991..
 NJ0256
 NJ0256.The geoid height was determined by GEOID03.
 NJ0256
 NJ0256.The dynamic height is computed by dividing the NAVD 88
 NJ0256.geopotential number by the normal gravity value computed on the
 NJ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0256.degrees latitude (g = 980.6199 gals.).
 NJ0256
 NJ0256.The modeled gravity was interpolated from observed gravity values.
 NJ0256
 NJ0256;                    North         East    Units  Estimated Accuracy
 NJ0256;SPC IA N     - 1,104,210.    1,730,210.      MT  (+/- 180 meters Scaled)
 NJ0256
 NJ0256                          SUPERSEDED SURVEY CONTROL
 NJ0256
 NJ0256  NGVD 29 (??/??/92)  325.661  (m)         1068.44   (f) ADJ UNCH    1 1
 NJ0256
 NJ0256.Superseded values are not recommended for survey control.
 NJ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0256.See file dsdata.txt to determine how the superseded data were derived.
 NJ0256
 NJ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG890971(NAD 83)
 NJ0256_MARKER: DB = BENCH MARK DISK
 NJ0256_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 NJ0256_SP_SET: UNSPECIFIED DEEP SET
 NJ0256_STAMPING: Y 163 1952
 NJ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0256+STABILITY: SURFACE MOTION
 NJ0256
 NJ0256  HISTORY     - Date     Condition        Report By
 NJ0256  HISTORY     - 1952     MONUMENTED       CGS
 NJ0256  HISTORY     - 1970     GOOD             NGS
 NJ0256  HISTORY     - 1972     GOOD             NGS
 NJ0256
 NJ0256                          STATION DESCRIPTION
 NJ0256
 NJ0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0256'7.8 MI S FROM DUBUQUE.
 NJ0256'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0256'AT DUBUQUE, THENCE 2.4 MILES SOUTH ALONG U.S. HIGHWAYS 52, 61
 NJ0256'AND 151, THENCE 4.3 MILES SOUTH ALONG U.S. HIGHWAY 61, THENCE
 NJ0256'0.55 MILE WEST ALONG A PAVED ROAD, 72 FEET NORTHWEST OF THE
 NJ0256'WEST CORNER OF THE ADMINISTRATION BUILDING AT THE DUBUQUE
 NJ0256'MUNICIPAL AIRPORT, SET IN THE TOP OF THE SOUTH CORNER OF A
 NJ0256'6- X 6- X 7-FOOT DEEP CONCRETE STRUCTURE, 47.4 FEET SOUTHWEST
 NJ0256'OF THE SOUTH METAL LEG OF AN AIRPORT BEACON TOWER, 1.0 FEET
 NJ0256'EAST OF THE SOUTH CORNER OF A BRICK BUILDING, AND LEVEL WITH THE
 NJ0256'SURFACE OF THE GROUND.  SEC 27, T 88N, R 2E.
 NJ0256
 NJ0256                          STATION RECOVERY (1972)
 NJ0256
 NJ0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NJ0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0485 ***********************************************************************
 OP0485  DESIGNATION -  Y 17
 OP0485  PID         -  OP0485
 OP0485  STATE/COUNTY-  IA/O BRIEN
 OP0485  USGS QUAD   -  HARTLEY (1970)
 OP0485
 OP0485                         *CURRENT SURVEY CONTROL
 OP0485  ___________________________________________________________________
 OP0485* NAD 83(1996)-  43 10 00.10230(N)    095 23 18.37741(W)     ADJUSTED  
 OP0485* NAVD 88     -       419.928  (meters)    1377.71   (feet)  ADJUSTED  
 OP0485  ___________________________________________________________________
 OP0485  X           -    -437,570.012 (meters)                     COMP
 OP0485  Y           -  -4,638,998.549 (meters)                     COMP
 OP0485  Z           -   4,341,295.295 (meters)                     COMP
 OP0485  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 OP0485  ELLIP HEIGHT-         391.85  (meters)          (06/15/04) GPS OBS
 OP0485  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 OP0485  DYNAMIC HT  -         419.796 (meters)    1377.28  (feet)  COMP
 OP0485  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 OP0485
 OP0485  HORZ ORDER  -  FIRST
 OP0485  VERT ORDER  -  SECOND    CLASS 0
 OP0485  ELLP ORDER  -  FOURTH    CLASS I
 OP0485
 OP0485.The horizontal coordinates were established by GPS observations
 OP0485.and adjusted by the National Geodetic Survey in November 2002..
 OP0485
 OP0485.The orthometric height was determined by differential leveling
 OP0485.and adjusted by the National Geodetic Survey in June 1991..
 OP0485
 OP0485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0485
 OP0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0485
 OP0485.The ellipsoidal height was determined by GPS observations
 OP0485.and is referenced to NAD 83.
 OP0485
 OP0485.The geoid height was determined by GEOID03.
 OP0485
 OP0485.The dynamic height is computed by dividing the NAVD 88
 OP0485.geopotential number by the normal gravity value computed on the
 OP0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0485.degrees latitude (g = 980.6199 gals.).
 OP0485
 OP0485.The modeled gravity was interpolated from observed gravity values.
 OP0485
 OP0485;                    North         East     Units Scale Factor Converg.
 OP0485;SPC IA N     - 1,186,850.703 1,346,447.187   MT  0.99998327   -1 16 47.6
 OP0485;UTM  15      - 4,782,095.593   305,845.752   MT  1.00006374   -1 38 04.2
 OP0485
 OP0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0485!SPC IA N     -   0.99993855  x   0.99998327  =   0.99992182
 OP0485!UTM  15      -   0.99993855  x   1.00006374  =   1.00000229
 OP0485
 OP0485                          SUPERSEDED SURVEY CONTROL
 OP0485
 OP0485  NAD 83(1996)-  43 10 00.10206(N)    095 23 18.37753(W) AD(       ) 1
 OP0485  NAD 83(1996)-  43 10 00.10243(N)    095 23 18.37684(W) AD(       ) 3
 OP0485  ELLIP H (05/06/99)  391.86   (m)                       GP(       ) 4 1
 OP0485  NAD 83(1996)-  43 10 00.10243(N)    095 23 18.37684(W) AD(       ) 3
 OP0485  NAD 83(1986)-  43 10 00.10094(N)    095 23 18.36728(W) AD(       ) 3
 OP0485  NAVD 88 (03/18/02)  419.93   (m)         1377.7    (f) LEVELING    3  
 OP0485  NGVD 29 (??/??/92)  419.763  (m)         1377.17   (f) ADJ UNCH    2 0
 OP0485
 OP0485.Superseded values are not recommended for survey control.
 OP0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0485.See file dsdata.txt to determine how the superseded data were derived.
 OP0485
 OP0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH0584682096(NAD 83)
 OP0485_MARKER: DB = BENCH MARK DISK
 OP0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0485_SP_SET: CONCRETE POST
 OP0485_STAMPING: Y 17 1934
 OP0485_MARK LOGO: CGS   
 OP0485_PROJECTION: PROJECTING 5 CENTIMETERS
 OP0485_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0485+STABILITY: SURFACE MOTION
 OP0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0485+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2000
 OP0485
 OP0485  HISTORY     - Date     Condition        Report By
 OP0485  HISTORY     - 1934     MONUMENTED       CGS
 OP0485  HISTORY     - 19890608 GOOD             NGS
 OP0485  HISTORY     - 20001218 GOOD             WOOLPT
 OP0485
 OP0485                          STATION DESCRIPTION
 OP0485
 OP0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0485'3.0 MI NW FROM EVERLY.
 OP0485'IN OBRIEN COUNTY, 3.0 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE,
 OP0485'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT EVERLY, CLAY COUNTY,
 OP0485'147 FEET SOUTHWEST OF A SECTION-ROAD CROSSING, 120 FEET WEST OF A
 OP0485'RIGHT-OF-WAY FENCE CORNER, 44.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 OP0485'AND 1.3 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OP0485'STAMPED Y 17 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 OP0485'INCHES ABOVE GROUND.
 OP0485
 OP0485                          STATION RECOVERY (1989)
 OP0485
 OP0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OP0485'THE STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) EAST-SOUTHEAST OF
 OP0485'HARTLEY, ALONG THE CLAY-O BRIEN COUNTY LINES AND AT THE JUNCTION OF A
 OP0485'COUNTY ROAD LEADING TO MONETA AND THE CROSSING OF THE CHICAGO AND
 OP0485'PACIFIC RAILROAD.  OWNERSHIP--CHICAGO PACIFIC RAILROAD, STORM LAKE, IA
 OP0485'50588, PHONE 712-732-2651.
 OP0485'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 AND COUNTY
 OP0485'ROAD M 12 AT THE NORTHWEST CORNER OF HARTLEY (AT THE HIGH SCHOOL), GO
 OP0485'EAST ON US HIGHWAY 18 FOR 8.05 KM (5.00 MI) TO THE INTERSECTION OF A
 OP0485'COUNTY ROAD.  TURN RIGHT, SOUTH, ON THE COUNTY ROAD (LEADING TO
 OP0485'MONETA) FOR 1.9 KM (1.20 MI) TO A RAILROAD CROSSING AND THE STATION ON
 OP0485'THE RIGHT.
 OP0485'THE STATION IS A STANDARD CGS BENCHMARK DISK PROJECTING ABOUT 4-INCHES
 OP0485'ABOVE THE GROUND.  LOCATED ON THE WEST SIDE OF A FENCE, 43.4 M
 OP0485'(142.4 FT) WEST OF THE CENTER OF THE COUNTY ROAD, 26.4 M (86.6 FT)
 OP0485'WEST OF THE EAST END OF THE FENCE, 13.9 M (45.6 FT) SOUTH OF THE SOUTH
 OP0485'RAIL OF THE TRACKS, 3.8 M (12.5 FT) SOUTHWEST OF A UTILITY POLE WITH A
 OP0485'SURVEY SIGN AND 0.5 M (1.6 FT) NORTH OF A FIBERGLASS WITNESS POST.
 OP0485'DESCRIBED BY M. L. MCCREADY.
 OP0485
 OP0485                          STATION RECOVERY (2000)
 OP0485
 OP0485'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (BJM)
 OP0485'RECOVERED AS DESCRIBED.
 OP0485'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0154 ***********************************************************************
 NJ0154  DESIGNATION -  Y 175
 NJ0154  PID         -  NJ0154
 NJ0154  STATE/COUNTY-  IA/JACKSON
 NJ0154  USGS QUAD   -  BELLEVUE (1968)
 NJ0154
 NJ0154                         *CURRENT SURVEY CONTROL
 NJ0154  ___________________________________________________________________
 NJ0154* NAD 83(1986)-  42 18 37.     (N)    090 27 43.     (W)     SCALED    
 NJ0154* NAVD 88     -       269.570  (meters)     884.41   (feet)  ADJUSTED  
 NJ0154  ___________________________________________________________________
 NJ0154  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 NJ0154  DYNAMIC HT  -         269.485 (meters)     884.14  (feet)  COMP
 NJ0154  MODELED GRAV-     980,300.1   (mgal)                       NAVD 88
 NJ0154
 NJ0154  VERT ORDER  -  FIRST     CLASS I
 NJ0154
 NJ0154.The horizontal coordinates were scaled from a topographic map and have
 NJ0154.an estimated accuracy of +/- 6 seconds.
 NJ0154
 NJ0154.The orthometric height was determined by differential leveling
 NJ0154.and adjusted by the National Geodetic Survey in June 1991..
 NJ0154
 NJ0154.The geoid height was determined by GEOID03.
 NJ0154
 NJ0154.The dynamic height is computed by dividing the NAVD 88
 NJ0154.geopotential number by the normal gravity value computed on the
 NJ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0154.degrees latitude (g = 980.6199 gals.).
 NJ0154
 NJ0154.The modeled gravity was interpolated from observed gravity values.
 NJ0154
 NJ0154;                    North         East    Units  Estimated Accuracy
 NJ0154;SPC IA N     - 1,094,500.    1,750,420.      MT  (+/- 180 meters Scaled)
 NJ0154
 NJ0154                          SUPERSEDED SURVEY CONTROL
 NJ0154
 NJ0154  NGVD 29 (??/??/92)  269.613  (m)          884.56   (f) ADJ UNCH    1 1
 NJ0154
 NJ0154.Superseded values are not recommended for survey control.
 NJ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0154.See file dsdata.txt to determine how the superseded data were derived.
 NJ0154
 NJ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG091873(NAD 83)
 NJ0154_MARKER: DB = BENCH MARK DISK
 NJ0154_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0154_SP_SET: ROCK OUTCROP
 NJ0154_STAMPING: Y 175 1970
 NJ0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0154+STABILITY: POSITION/ELEVATION WELL
 NJ0154
 NJ0154  HISTORY     - Date     Condition        Report By
 NJ0154  HISTORY     - 1970     MONUMENTED       NGS
 NJ0154  HISTORY     - 1988     GOOD             USPSQD
 NJ0154  HISTORY     - 19940826 GOOD             USPSQD
 NJ0154  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0154
 NJ0154                          STATION DESCRIPTION
 NJ0154
 NJ0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0154'4.4 MI NW FROM BELLEVUE.
 NJ0154'ABOUT 4.35 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM
 NJ0154'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE,
 NJ0154'53.6 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET
 NJ0154'IN THE TOP OF A ROCK OUTCROP, 97 FEET NORTHWEST OF THE CENTER
 NJ0154'LINE OF A ROAD WHICH LEADS TO A FIELD, 1.7 FEET SOUTHWEST OF
 NJ0154'A METAL WITNESS POST, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 NJ0154'HIGHWAY.  SECTION 26, T87N, R4E.
 NJ0154
 NJ0154                          STATION RECOVERY (1988)
 NJ0154
 NJ0154'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0154'RECOVERED IN GOOD CONDITION.
 NJ0154
 NJ0154                          STATION RECOVERY (1994)
 NJ0154
 NJ0154'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0154'RECOVERED IN GOOD CONDITION.
 NJ0154
 NJ0154                          STATION RECOVERY (2001)
 NJ0154
 NJ0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0154'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0103 ***********************************************************************
 NJ0103  DESIGNATION -  Y 176
 NJ0103  PID         -  NJ0103
 NJ0103  STATE/COUNTY-  IA/JACKSON
 NJ0103  USGS QUAD   -  SAVANNA (1990)
 NJ0103
 NJ0103                         *CURRENT SURVEY CONTROL
 NJ0103  ___________________________________________________________________
 NJ0103* NAD 83(1986)-  42 06 32.     (N)    090 12 20.     (W)     SCALED    
 NJ0103* NAVD 88     -       197.078  (meters)     646.58   (feet)  ADJUSTED  
 NJ0103  ___________________________________________________________________
 NJ0103  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 NJ0103  DYNAMIC HT  -         197.011 (meters)     646.36  (feet)  COMP
 NJ0103  MODELED GRAV-     980,277.5   (mgal)                       NAVD 88
 NJ0103
 NJ0103  VERT ORDER  -  FIRST     CLASS I
 NJ0103
 NJ0103.The horizontal coordinates were scaled from a topographic map and have
 NJ0103.an estimated accuracy of +/- 6 seconds.
 NJ0103
 NJ0103.The orthometric height was determined by differential leveling
 NJ0103.and adjusted by the National Geodetic Survey in June 1991..
 NJ0103
 NJ0103.The geoid height was determined by GEOID03.
 NJ0103
 NJ0103.The dynamic height is computed by dividing the NAVD 88
 NJ0103.geopotential number by the normal gravity value computed on the
 NJ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0103.degrees latitude (g = 980.6199 gals.).
 NJ0103
 NJ0103.The modeled gravity was interpolated from observed gravity values.
 NJ0103
 NJ0103;                    North         East    Units  Estimated Accuracy
 NJ0103;SPC IA N     - 1,072,940.    1,772,410.      MT  (+/- 180 meters Scaled)
 NJ0103
 NJ0103                          SUPERSEDED SURVEY CONTROL
 NJ0103
 NJ0103  NGVD 29 (??/??/92)  197.108  (m)          646.68   (f) ADJ UNCH    1 1
 NJ0103
 NJ0103.Superseded values are not recommended for survey control.
 NJ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0103.See file dsdata.txt to determine how the superseded data were derived.
 NJ0103
 NJ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG310656(NAD 83)
 NJ0103_MARKER: DB = BENCH MARK DISK
 NJ0103_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NJ0103_SP_SET: 37.5 FT
 NJ0103_STAMPING: Y 176 1970
 NJ0103_MARK LOGO: CGS   
 NJ0103_MAGNETIC: I = MARKER IS A STEEL ROD
 NJ0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0103+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1998
 NJ0103
 NJ0103  HISTORY     - Date     Condition        Report By
 NJ0103  HISTORY     - 1970     MONUMENTED       NGS
 NJ0103  HISTORY     - 19940617 GOOD             USPSQD
 NJ0103  HISTORY     - 19980106 GOOD             NGS
 NJ0103  HISTORY     - 20010331 GOOD             NGS
 NJ0103
 NJ0103                          STATION DESCRIPTION
 NJ0103
 NJ0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0103'3.9 MI NW FROM SABULA.
 NJ0103'ABOUT 3.9 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM THE
 NJ0103'MUNICIPAL BUILDING AT SABULA, 0.2 MILE SOUTHEAST OF A HIGHWAY
 NJ0103'BRIDGE OVER A CREEK, 57.7 FEET SOUTHWEST OF THE CENTER LINE OF
 NJ0103'THE HIGHWAY, 38.7 FEET WEST OF THE SOUTHWEST END OF A 2- X 2-FOOT
 NJ0103'CONCRETE BOX CULVERT, 2.0 FEET NORTHEAST OF A FENCE, 2.0 FEET
 NJ0103'SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 NJ0103'OF THE HIGHWAY, AND ON THE TOP OF A COPPER COATED ROD THAT IS
 NJ0103'DRIVEN TO A DEPTH OF 37 1/2 FEET AND IS ENCASED IN A 3 1/2-INCH
 NJ0103'IRON PIPE PROJECTING 6 INCHES.  SECTION 1, T84N, R6E.
 NJ0103
 NJ0103                          STATION RECOVERY (1994)
 NJ0103
 NJ0103'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0103'RECOVERED IN GOOD CONDITION.
 NJ0103
 NJ0103                          STATION RECOVERY (1998)
 NJ0103
 NJ0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 NJ0103'1.6 KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 64 FROM THE POST OFFICE
 NJ0103'IN SABULA, THENCE 4.6 KM (2.85 MI) NORTHERLY ALONG U.S.  HIGHWAY 152,
 NJ0103'17.6 M (57.7 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 11.4 M (37.4 FT)
 NJ0103'SOUTHWEST OF THE SOUTHWEST END OF A BOX CULVERT UNDER THE HIGHWAY, 0.6
 NJ0103'M (2.0 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 BELOW THE LEVEL OF THE
 NJ0103'HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 3-INCH METAL PIPE AND IS
 NJ0103'FLUSH WITH THE GROUND SURFACE.
 NJ0103
 NJ0103                          STATION RECOVERY (2001)
 NJ0103
 NJ0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0103'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0366 ***********************************************************************
 NJ0366  DESIGNATION -  Y 177
 NJ0366  PID         -  NJ0366
 NJ0366  STATE/COUNTY-  IA/DUBUQUE
 NJ0366  USGS QUAD   -  HOLY CROSS (1957)
 NJ0366
 NJ0366                         *CURRENT SURVEY CONTROL
 NJ0366  ___________________________________________________________________
 NJ0366* NAD 83(1986)-  42 35 04.     (N)    090 53 35.     (W)     SCALED    
 NJ0366* NAVD 88     -       335.670  (meters)    1101.28   (feet)  ADJUSTED  
 NJ0366  ___________________________________________________________________
 NJ0366  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 NJ0366  DYNAMIC HT  -         335.566 (meters)    1100.94  (feet)  COMP
 NJ0366  MODELED GRAV-     980,299.7   (mgal)                       NAVD 88
 NJ0366
 NJ0366  VERT ORDER  -  FIRST     CLASS I
 NJ0366
 NJ0366.The horizontal coordinates were scaled from a topographic map and have
 NJ0366.an estimated accuracy of +/- 6 seconds.
 NJ0366
 NJ0366.The orthometric height was determined by differential leveling
 NJ0366.and adjusted by the National Geodetic Survey in June 1991..
 NJ0366
 NJ0366.The geoid height was determined by GEOID03.
 NJ0366
 NJ0366.The dynamic height is computed by dividing the NAVD 88
 NJ0366.geopotential number by the normal gravity value computed on the
 NJ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0366.degrees latitude (g = 980.6199 gals.).
 NJ0366
 NJ0366.The modeled gravity was interpolated from observed gravity values.
 NJ0366
 NJ0366;                    North         East    Units  Estimated Accuracy
 NJ0366;SPC IA N     - 1,123,760.    1,713,950.      MT  (+/- 180 meters Scaled)
 NJ0366
 NJ0366                          SUPERSEDED SURVEY CONTROL
 NJ0366
 NJ0366  NGVD 29 (??/??/92)  335.710  (m)         1101.41   (f) ADJ UNCH    1 1
 NJ0366
 NJ0366.Superseded values are not recommended for survey control.
 NJ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0366.See file dsdata.txt to determine how the superseded data were derived.
 NJ0366
 NJ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH728168(NAD 83)
 NJ0366_MARKER: DB = BENCH MARK DISK
 NJ0366_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0366_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0366_STAMPING: Y 177 1970
 NJ0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0366
 NJ0366  HISTORY     - Date     Condition        Report By
 NJ0366  HISTORY     - 1970     MONUMENTED       NGS
 NJ0366
 NJ0366                          STATION DESCRIPTION
 NJ0366
 NJ0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0366'10.4 MI E FROM LUXEMBURG.
 NJ0366'ABOUT 10.45 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY
 NJ0366'3 FROM THE HOLY TRINITY CHURCH AT LUXEMBURG, OR ABOUT 10.65 MILES
 NJ0366'WEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 3 FROM THE JUNCTION
 NJ0366'OF THE HIGHWAY AND GREAT RIVER ROAD AT SAGEVILLE, AT THE SMALL
 NJ0366'COMMUNITY OF RICKARDSVILLE, 0.2 MILE EAST OF A SHELL SERVICE
 NJ0366'STATION, AT AN INTERSECTION OF THE HIGHWAY AND A ROAD, IN THE
 NJ0366'CENTER OF A PLOT OF LAND WHICH IS FORMED BY THE INTERSECTION,
 NJ0366'54 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 70 FEET
 NJ0366'EAST OF THE CENTER LINE OF A PAVED ROAD, 96 FEET SOUTH AND ACROSS
 NJ0366'THE OLD HIGHWAY FROM THE NORTHWEST CORNER OF A FRAME HOUSE, 53
 NJ0366'FEET WEST OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION FOR
 NJ0366'A BARN, 3.5 FEET WEST OF A TELEPHONE POLE AND HIGHWAY MARKER POST
 NJ0366'NUMBER 265, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 NJ0366'BRAZED ON THE TOP OF A 3-INCH IRON PIPE LEVEL WITH THE GROUND.
 NJ0366'SECTION 30, T90N, R1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0254 ***********************************************************************
 NJ0254  DESIGNATION -  Y 178
 NJ0254  PID         -  NJ0254
 NJ0254  STATE/COUNTY-  IA/DUBUQUE
 NJ0254  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0254
 NJ0254                         *CURRENT SURVEY CONTROL
 NJ0254  ___________________________________________________________________
 NJ0254* NAD 83(1986)-  42 24 25.     (N)    090 41 33.     (W)     SCALED    
 NJ0254* NAVD 88     -       293.832  (meters)     964.01   (feet)  ADJUSTED  
 NJ0254  ___________________________________________________________________
 NJ0254  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 NJ0254  DYNAMIC HT  -         293.736 (meters)     963.70  (feet)  COMP
 NJ0254  MODELED GRAV-     980,287.7   (mgal)                       NAVD 88
 NJ0254
 NJ0254  VERT ORDER  -  FIRST     CLASS I
 NJ0254
 NJ0254.The horizontal coordinates were scaled from a topographic map and have
 NJ0254.an estimated accuracy of +/- 6 seconds.
 NJ0254
 NJ0254.The orthometric height was determined by differential leveling
 NJ0254.and adjusted by the National Geodetic Survey in June 1991..
 NJ0254
 NJ0254.The geoid height was determined by GEOID03.
 NJ0254
 NJ0254.The dynamic height is computed by dividing the NAVD 88
 NJ0254.geopotential number by the normal gravity value computed on the
 NJ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0254.degrees latitude (g = 980.6199 gals.).
 NJ0254
 NJ0254.The modeled gravity was interpolated from observed gravity values.
 NJ0254
 NJ0254;                    North         East    Units  Estimated Accuracy
 NJ0254;SPC IA N     - 1,104,580.    1,731,060.      MT  (+/- 180 meters Scaled)
 NJ0254
 NJ0254                          SUPERSEDED SURVEY CONTROL
 NJ0254
 NJ0254  NGVD 29 (??/??/92)  293.880  (m)          964.17   (f) ADJ UNCH    1 1
 NJ0254
 NJ0254.Superseded values are not recommended for survey control.
 NJ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0254.See file dsdata.txt to determine how the superseded data were derived.
 NJ0254
 NJ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG898975(NAD 83)
 NJ0254_MARKER: DB = BENCH MARK DISK
 NJ0254_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0254_SP_SET: ROCK CUT
 NJ0254_STAMPING: Y 178 1970
 NJ0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0254+STABILITY: POSITION/ELEVATION WELL
 NJ0254
 NJ0254  HISTORY     - Date     Condition        Report By
 NJ0254  HISTORY     - 1970     MONUMENTED       NGS
 NJ0254  HISTORY     - 20060730 MARK NOT FOUND   GEOCAC
 NJ0254
 NJ0254                          STATION DESCRIPTION
 NJ0254
 NJ0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0254'7 MI S FROM DUBUQUE.
 NJ0254'ABOUT 0.5 MILE SOUTH ALONG LOCUST STREET FROM THE POST OFFICE
 NJ0254'AT DUBUQUE, THENCE 2.4 MILES SOUTH ALONG U.S. HIGHWAYS 52, 61
 NJ0254'AND 151, THENCE 4.05 MILES SOUTH ALONG U.S. HIGHWAY 61, 0.3
 NJ0254'MILE NORTH OF THE JUNCTION OF THE HIGHWAY AND A PAVED ROAD WHICH
 NJ0254'LEADS WEST TO THE DUBUQUE MUNICIPAL AIRPORT, 48 FEET WEST OF
 NJ0254'THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE EAST
 NJ0254'FACE AND 115 FEET SOUTH OF THE NORTH END OF A ROCK CUT, ABOUT
 NJ0254'3 1/2 FEET ABOVE A DITCH, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 NJ0254'THE HIGHWAY.  SECTION 26, T 88N, R 2E.
 NJ0254
 NJ0254                          STATION RECOVERY (2006)
 NJ0254
 NJ0254'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0254'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1391 ***********************************************************************
 MJ1391  DESIGNATION -  Y 180
 MJ1391  PID         -  MJ1391
 MJ1391  STATE/COUNTY-  IA/HARRISON
 MJ1391  USGS QUAD   -  MISSOURI VALLEY (1970)
 MJ1391
 MJ1391                         *CURRENT SURVEY CONTROL
 MJ1391  ___________________________________________________________________
 MJ1391* NAD 83(1986)-  41 34 39.     (N)    095 59 40.     (W)     SCALED    
 MJ1391* NAVD 88     -       307.118  (meters)    1007.60   (feet)  ADJUSTED  
 MJ1391  ___________________________________________________________________
 MJ1391  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 MJ1391  DYNAMIC HT  -         306.979 (meters)    1007.15  (feet)  COMP
 MJ1391  MODELED GRAV-     980,163.9   (mgal)                       NAVD 88
 MJ1391
 MJ1391  VERT ORDER  -  FIRST     CLASS II
 MJ1391
 MJ1391.The horizontal coordinates were scaled from a topographic map and have
 MJ1391.an estimated accuracy of +/- 6 seconds.
 MJ1391
 MJ1391.The orthometric height was determined by differential leveling
 MJ1391.and adjusted by the National Geodetic Survey in June 1991..
 MJ1391
 MJ1391.The geoid height was determined by GEOID03.
 MJ1391
 MJ1391.The dynamic height is computed by dividing the NAVD 88
 MJ1391.geopotential number by the normal gravity value computed on the
 MJ1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1391.degrees latitude (g = 980.6199 gals.).
 MJ1391
 MJ1391.The modeled gravity was interpolated from observed gravity values.
 MJ1391
 MJ1391;                    North         East    Units  Estimated Accuracy
 MJ1391;SPC IA S     -   178,170.      292,010.      MT  (+/- 180 meters Scaled)
 MJ1391
 MJ1391                          SUPERSEDED SURVEY CONTROL
 MJ1391
 MJ1391.No superseded survey control is available for this station.
 MJ1391
 MJ1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG503072(NAD 83)
 MJ1391_MARKER: I = METAL ROD
 MJ1391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1391_SP_SET: STAINLESS STEEL ROD
 MJ1391_STAMPING: Y 180 1989
 MJ1391_MARK LOGO: NGS   
 MJ1391_PROJECTION: FLUSH
 MJ1391_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1391+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1391_ROD/PIPE-DEPTH: 10.4 meters
 MJ1391
 MJ1391  HISTORY     - Date     Condition        Report By
 MJ1391  HISTORY     - 1989     MONUMENTED       NGS
 MJ1391
 MJ1391                          STATION DESCRIPTION
 MJ1391
 MJ1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1391'6.5 KM (4.05 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH
 MJ1391'INTERSTATE HIGHWAY 29 IN MISSOURI VALLEY, THENCE  2.9 KM (1.80 MI)
 MJ1391'NORTHERLY ALONG A PAVED AND GRAVELED ROAD, 0.3 KM (0.20 MI) SOUTH OF
 MJ1391'THE INTERSECTION OF A GRAVELED ROAD LEADING EAST, 61.0 M (200.1 FT)
 MJ1391'NORTH OF THE CENTER OF A DRIVEWAY, 7.8 M (25.6 FT) WEST OF THE CENTER
 MJ1391'OF THE ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M
 MJ1391'(1.0 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO DATUM
 MJ1391'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM1912 ***********************************************************************
 NM1912  DESIGNATION -  Y 181
 NM1912  PID         -  NM1912
 NM1912  STATE/COUNTY-  IA/WOODBURY
 NM1912  USGS QUAD   -  SERGEANT BLUFF (1993)
 NM1912
 NM1912                         *CURRENT SURVEY CONTROL
 NM1912  ___________________________________________________________________
 NM1912* NAD 83(1996)-  42 22 39.85319(N)    096 20 17.14957(W)     ADJUSTED  
 NM1912* NAVD 88     -       332.490  (meters)    1090.84   (feet)  ADJUSTED  
 NM1912  ___________________________________________________________________
 NM1912  X           -    -520,960.135 (meters)                     COMP
 NM1912  Y           -  -4,690,203.461 (meters)                     COMP
 NM1912  Z           -   4,276,898.291 (meters)                     COMP
 NM1912  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 NM1912  ELLIP HEIGHT-         306.30  (meters)          (08/05/04) GPS OBS
 NM1912  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 NM1912  DYNAMIC HT  -         332.383 (meters)    1090.49  (feet)  COMP
 NM1912  MODELED GRAV-     980,291.9   (mgal)                       NAVD 88
 NM1912
 NM1912  HORZ ORDER  -  FIRST
 NM1912  VERT ORDER  -  FIRST     CLASS II
 NM1912  ELLP ORDER  -  FOURTH    CLASS I
 NM1912
 NM1912.The horizontal coordinates were established by GPS observations
 NM1912.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 NM1912
 NM1912.The orthometric height was determined by differential leveling
 NM1912.and adjusted by the National Geodetic Survey in June 1991..
 NM1912
 NM1912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1912
 NM1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1912
 NM1912.The ellipsoidal height was determined by GPS observations
 NM1912.and is referenced to NAD 83.
 NM1912
 NM1912.The geoid height was determined by GEOID03.
 NM1912
 NM1912.The dynamic height is computed by dividing the NAVD 88
 NM1912.geopotential number by the normal gravity value computed on the
 NM1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1912.degrees latitude (g = 980.6199 gals.).
 NM1912
 NM1912.The modeled gravity was interpolated from observed gravity values.
 NM1912
 NM1912;                    North         East     Units Scale Factor Converg.
 NM1912;SPC IA N     - 1,101,418.544 1,266,310.956   MT  0.99995810   -1 55 24.6
 NM1912;UTM  14      - 4,695,149.873   719,151.215   MT  1.00019096   +1 47 41.6
 NM1912
 NM1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1912!SPC IA N     -   0.99995196  x   0.99995810  =   0.99991007
 NM1912!UTM  14      -   0.99995196  x   1.00019096  =   1.00014291
 NM1912
 NM1912                          SUPERSEDED SURVEY CONTROL
 NM1912
 NM1912  NAVD 88 (08/05/04)  332.49   (m)         1090.8    (f) LEVELING    3  
 NM1912
 NM1912.Superseded values are not recommended for survey control.
 NM1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1912.See file dsdata.txt to determine how the superseded data were derived.
 NM1912
 NM1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1915195150(NAD 83)
 NM1912_MARKER: I = METAL ROD
 NM1912_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NM1912_SP_SET: STAINLESS STEEL ROD
 NM1912_STAMPING: Y 181 1989
 NM1912_MARK LOGO: NGS   
 NM1912_PROJECTION: FLUSH
 NM1912_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1912+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2004
 NM1912_ROD/PIPE-DEPTH: 8.0  meters
 NM1912
 NM1912  HISTORY     - Date     Condition        Report By
 NM1912  HISTORY     - 1989     MONUMENTED       NGS
 NM1912  HISTORY     - 20040614 GOOD             MSAM
 NM1912
 NM1912                          STATION DESCRIPTION
 NM1912
 NM1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1912'3.7 KM (2.30 MI) SOUTHEASTERLY ALONG THE CHICAGO AND NORTHWESTERN
 NM1912'RAILROAD FROM THE STATION IN SERGEANT BLUFF, 14.0 M (45.9 FT)
 NM1912'NORTHWEST OF A FIELD ENTRANCE ROAD, 13.8 M (45.3 FT) SOUTHWEST OF THE
 NM1912'NEAR RAIL, 10.4 M (34.1 FT) NORTH OF A T-FENCE CORNER, 0.8 M (2.6 FT)
 NM1912'BELOW THE LEVEL OF THE TRACKS, AND 0.3 M (1.0 FT) NORTHEAST OF A
 NM1912'WITNESS POST AND FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NM1912'5-INCH LOGO CAP.
 NM1912
 NM1912                          STATION RECOVERY (2004)
 NM1912
 NM1912'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 NM1912'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC.  2004 (DJK)
 NM1912'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1440 ***********************************************************************
 LF1440  DESIGNATION -  Y 182
 LF1440  PID         -  LF1440
 LF1440  STATE/COUNTY-  IA/FREMONT
 LF1440  USGS QUAD   -  ROCK BLUFF (1984)
 LF1440
 LF1440                         *CURRENT SURVEY CONTROL
 LF1440  ___________________________________________________________________
 LF1440* NAD 83(1986)-  40 53 06.     (N)    095 47 43.     (W)     SCALED    
 LF1440* NAVD 88     -       288.124  (meters)     945.29   (feet)  ADJUSTED  
 LF1440  ___________________________________________________________________
 LF1440  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 LF1440  DYNAMIC HT  -         287.993 (meters)     944.86  (feet)  COMP
 LF1440  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 LF1440
 LF1440  VERT ORDER  -  FIRST     CLASS II
 LF1440
 LF1440.The horizontal coordinates were scaled from a topographic map and have
 LF1440.an estimated accuracy of +/- 6 seconds.
 LF1440
 LF1440.The orthometric height was determined by differential leveling
 LF1440.and adjusted by the National Geodetic Survey in June 1991..
 LF1440
 LF1440.The geoid height was determined by GEOID03.
 LF1440
 LF1440.The dynamic height is computed by dividing the NAVD 88
 LF1440.geopotential number by the normal gravity value computed on the
 LF1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1440.degrees latitude (g = 980.6199 gals.).
 LF1440
 LF1440.The modeled gravity was interpolated from observed gravity values.
 LF1440
 LF1440;                    North         East    Units  Estimated Accuracy
 LF1440;SPC IA S     -   100,830.      306,580.      MT  (+/- 180 meters Scaled)
 LF1440
 LF1440                          SUPERSEDED SURVEY CONTROL
 LF1440
 LF1440.No superseded survey control is available for this station.
 LF1440
 LF1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF644297(NAD 83)
 LF1440_MARKER: I = METAL ROD
 LF1440_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1440_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1440_STAMPING: Y 182 1989
 LF1440_MARK LOGO: NGS   
 LF1440_PROJECTION: FLUSH
 LF1440_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LF1440+STABILITY: POSITION/ELEVATION WELL
 LF1440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1440+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1440_ROD/PIPE-DEPTH: 25.5 meters
 LF1440_SLEEVE-DEPTH  : 4.6 meters
 LF1440
 LF1440  HISTORY     - Date     Condition        Report By
 LF1440  HISTORY     - 1989     MONUMENTED       NGS
 LF1440
 LF1440                          STATION DESCRIPTION
 LF1440
 LF1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1440'IN BARLETT, AT THE INTERSECTION OF WEST FRONT AND CONKLIN STREETS,
 LF1440'41.8 M (137.1 FT) WEST OF THE CENTER OF WEST FRONT STREET, 7.5 M
 LF1440'(24.6 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING SOUTH, 7.3 M
 LF1440'(24.0 FT) SOUTH OF THE CENTER OF CONKLIN STREET, 1.1 M (3.6 FT) WEST
 LF1440'OF A WITNESS POST, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF CONKLIN
 LF1440'STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9187 ***********************************************************************
 AE9187  DESIGNATION -  Y 183
 AE9187  PID         -  AE9187
 AE9187  STATE/COUNTY-  IA/JOHNSON
 AE9187  USGS QUAD   -  ELY (1994)
 AE9187
 AE9187                         *CURRENT SURVEY CONTROL
 AE9187  ___________________________________________________________________
 AE9187* NAD 83(1986)-  41 46 17.     (N)    091 37 23.     (W)     SCALED    
 AE9187* NAVD 88     -       239.962  (meters)     787.28   (feet)  ADJUSTED  
 AE9187  ___________________________________________________________________
 AE9187  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 AE9187  DYNAMIC HT  -         239.870 (meters)     786.97  (feet)  COMP
 AE9187  MODELED GRAV-     980,234.0   (mgal)                       NAVD 88
 AE9187
 AE9187  VERT ORDER  -  SECOND    CLASS I
 AE9187
 AE9187.The horizontal coordinates were scaled from a topographic map and have
 AE9187.an estimated accuracy of +/- 6 seconds.
 AE9187
 AE9187.The orthometric height was determined by differential leveling
 AE9187.and adjusted by the National Geodetic Survey in July 2002..
 AE9187
 AE9187.The geoid height was determined by GEOID03.
 AE9187
 AE9187.The dynamic height is computed by dividing the NAVD 88
 AE9187.geopotential number by the normal gravity value computed on the
 AE9187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9187.degrees latitude (g = 980.6199 gals.).
 AE9187
 AE9187.The modeled gravity was interpolated from observed gravity values.
 AE9187
 AE9187;                    North         East    Units  Estimated Accuracy
 AE9187;SPC IA S     -   198,400.      656,050.      MT  (+/- 180 meters Scaled)
 AE9187
 AE9187                          SUPERSEDED SURVEY CONTROL
 AE9187
 AE9187.No superseded survey control is available for this station.
 AE9187
 AE9187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG144253(NAD 83)
 AE9187_MARKER: I = METAL ROD
 AE9187_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9187_STAMPING: Y 183 1997
 AE9187_MARK LOGO: NGS   
 AE9187_PROJECTION: FLUSH
 AE9187_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9187+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9187_ROD/PIPE-DEPTH: 8.3  meters
 AE9187_SLEEVE-DEPTH  : 0.9 meters
 AE9187
 AE9187  HISTORY     - Date     Condition        Report By
 AE9187  HISTORY     - 1997     MONUMENTED       NGS
 AE9187
 AE9187                          STATION DESCRIPTION
 AE9187
 AE9187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9187'1.3 KM (0.80 MI) NORTHWESTERLY ALONG NORTH DUBUQUE STREET FROM THE
 AE9187'POST OFFICE IN NORTH LIBERTY, THENCE 2.0 KM (1.25 MI) NORTHERLY ALONG
 AE9187'STATE HIGHWAY 965, 48.8 M (160.1 FT) SOUTHWEST OF THE HIGHWAY
 AE9187'CENTERLINE, 18.4 M (60.4 FT) SOUTHWEST OF THE NEAR RAIL OF A RAILROAD,
 AE9187'17.4 M (57.1 FT) SOUTH OF A UTILITY POLE, 6.1 M (20.0 FT) SOUTH OF A
 AE9187'FENCE CORNER, 4.3 M (14.1 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING
 AE9187'TO THE HOVER RESIDENCE AT 2231 HIGHWAY 965, 1.0 M (3.3 FT) ABOVE THE
 AE9187'LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST AND
 AE9187'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AE9187'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE9187'THE MONUMENT IS ON PROPERTY OWNED BY DEB HOOVER, 2231 HIGHWAY 965
 AE9187'NORTHEAST, NORTH LIBERTY, IA 52317, TELEPHONE NUMBER (319) 626-3167.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0508 ***********************************************************************
 OP0508  DESIGNATION -  Y 19
 OP0508  PID         -  OP0508
 OP0508  STATE/COUNTY-  IA/DICKINSON
 OP0508  USGS QUAD   -  SPIRIT LAKE (1970)
 OP0508
 OP0508                         *CURRENT SURVEY CONTROL
 OP0508  ___________________________________________________________________
 OP0508* NAD 83(1986)-  43 26 21.     (N)    095 01 14.     (W)     SCALED    
 OP0508* NAVD 88     -       471.192  (meters)    1545.90   (feet)  ADJUSTED  
 OP0508  ___________________________________________________________________
 OP0508  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 OP0508  DYNAMIC HT  -         471.063 (meters)    1545.48  (feet)  COMP
 OP0508  MODELED GRAV-     980,331.0   (mgal)                       NAVD 88
 OP0508
 OP0508  VERT ORDER  -  SECOND    CLASS 0
 OP0508
 OP0508.The horizontal coordinates were scaled from a topographic map and have
 OP0508.an estimated accuracy of +/- 6 seconds.
 OP0508
 OP0508.The orthometric height was determined by differential leveling
 OP0508.and adjusted by the National Geodetic Survey in June 1991..
 OP0508
 OP0508.The geoid height was determined by GEOID03.
 OP0508
 OP0508.The dynamic height is computed by dividing the NAVD 88
 OP0508.geopotential number by the normal gravity value computed on the
 OP0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0508.degrees latitude (g = 980.6199 gals.).
 OP0508
 OP0508.The modeled gravity was interpolated from observed gravity values.
 OP0508
 OP0508;                    North         East    Units  Estimated Accuracy
 OP0508;SPC IA N     - 1,216,510.    1,376,900.      MT  (+/- 180 meters Scaled)
 OP0508
 OP0508                          SUPERSEDED SURVEY CONTROL
 OP0508
 OP0508  NGVD 29 (??/??/92)  471.050  (m)         1545.44   (f) ADJ UNCH    2 0
 OP0508
 OP0508.Superseded values are not recommended for survey control.
 OP0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0508.See file dsdata.txt to determine how the superseded data were derived.
 OP0508
 OP0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ364115(NAD 83)
 OP0508_MARKER: DB = BENCH MARK DISK
 OP0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0508_STAMPING: Y 19 1934
 OP0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0508+STABILITY: SURFACE MOTION
 OP0508
 OP0508  HISTORY     - Date     Condition        Report By
 OP0508  HISTORY     - 1934     MONUMENTED       CGS
 OP0508  HISTORY     - 1967     GOOD             USGS
 OP0508
 OP0508                          STATION DESCRIPTION
 OP0508
 OP0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0508'3.7 MI W FROM SUPERIOR.
 OP0508'3.7 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM
 OP0508'THE STATION AT SUPERIOR, DICKINSON COUNTY, 95 YARDS NORTHWEST OF
 OP0508'MILEPOLE 217+20, 55.5 FEET SOUTHEAST OF A FENCE INTERSECTION, 46.2
 OP0508'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 32.2 FEET
 OP0508'SOUTHWEST OF SOUTHWEST RAIL OF THE SIDETRACK, AND 1.5 FEET NORTHEAST
 OP0508'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Y 19 1934 AND SET
 OP0508'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OP0508
 OP0508                          STATION RECOVERY (1967)
 OP0508
 OP0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OP0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0082 ***********************************************************************
 NL0082  DESIGNATION -  Y 2
 NL0082  PID         -  NL0082
 NL0082  STATE/COUNTY-  IA/WEBSTER
 NL0082  USGS QUAD   -  LEHIGH (1965)
 NL0082
 NL0082                         *CURRENT SURVEY CONTROL
 NL0082  ___________________________________________________________________
 NL0082* NAD 83(1986)-  42 20 30.     (N)    094 06 21.     (W)     SCALED    
 NL0082* NAVD 88     -       348.365  (meters)    1142.93   (feet)  ADJUSTED  
 NL0082  ___________________________________________________________________
 NL0082  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 NL0082  DYNAMIC HT  -         348.273 (meters)    1142.63  (feet)  COMP
 NL0082  MODELED GRAV-     980,347.3   (mgal)                       NAVD 88
 NL0082
 NL0082  VERT ORDER  -  FIRST     CLASS II
 NL0082
 NL0082.The horizontal coordinates were scaled from a topographic map and have
 NL0082.an estimated accuracy of +/- 6 seconds.
 NL0082
 NL0082.The orthometric height was determined by differential leveling
 NL0082.and adjusted by the National Geodetic Survey in June 1991..
 NL0082
 NL0082.The geoid height was determined by GEOID03.
 NL0082
 NL0082.The dynamic height is computed by dividing the NAVD 88
 NL0082.geopotential number by the normal gravity value computed on the
 NL0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0082.degrees latitude (g = 980.6199 gals.).
 NL0082
 NL0082.The modeled gravity was interpolated from observed gravity values.
 NL0082
 NL0082;                    North         East    Units  Estimated Accuracy
 NL0082;SPC IA N     - 1,093,670.    1,450,080.      MT  (+/- 180 meters Scaled)
 NL0082
 NL0082                          SUPERSEDED SURVEY CONTROL
 NL0082
 NL0082  NGVD 29 (??/??/92)  348.342  (m)         1142.85   (f) ADJ UNCH    1 2
 NL0082
 NL0082.Superseded values are not recommended for survey control.
 NL0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0082.See file dsdata.txt to determine how the superseded data were derived.
 NL0082
 NL0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG089883(NAD 83)
 NL0082_MARKER: DB = BENCH MARK DISK
 NL0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0082_SP_SET: STEP
 NL0082_STAMPING: 1142.852 Y 2 1930
 NL0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0082
 NL0082  HISTORY     - Date     Condition        Report By
 NL0082  HISTORY     - 1930     MONUMENTED       CGS
 NL0082  HISTORY     - 1934     GOOD             NGS
 NL0082
 NL0082                          STATION DESCRIPTION
 NL0082
 NL0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0082'0.2 MI SE FROM BURNSIDE.
 NL0082'1/4 MILE SOUTHEAST ALONG THE ABANDONED MINNEAPOLIS AND ST. LOUIS
 NL0082'RAILROAD FROM BURNSIDE, WEBSTER COUNTY, AND IN THE SOUTH STEPS
 NL0082'OF THE BURNSIDE CONSOLIDATED SCHOOL BUILDING.  A STANDARD DISK,
 NL0082'STAMPED 1142.852 Y 2 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0573 ***********************************************************************
 OP0573  DESIGNATION -  Y 20
 OP0573  PID         -  OP0573
 OP0573  STATE/COUNTY-  IA/OSCEOLA
 OP0573  USGS QUAD   -  SIBLEY EAST (1972)
 OP0573
 OP0573                         *CURRENT SURVEY CONTROL
 OP0573  ___________________________________________________________________
 OP0573* NAD 83(1986)-  43 24 13.     (N)    095 42 15.     (W)     SCALED    
 OP0573* NAVD 88     -       472.966  (meters)    1551.72   (feet)  ADJUSTED  
 OP0573  ___________________________________________________________________
 OP0573  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 OP0573  DYNAMIC HT  -         472.843 (meters)    1551.32  (feet)  COMP
 OP0573  MODELED GRAV-     980,344.2   (mgal)                       NAVD 88
 OP0573
 OP0573  VERT ORDER  -  SECOND    CLASS 0
 OP0573
 OP0573.The horizontal coordinates were scaled from a topographic map and have
 OP0573.an estimated accuracy of +/- 6 seconds.
 OP0573
 OP0573.The orthometric height was determined by differential leveling
 OP0573.and adjusted by the National Geodetic Survey in June 1991..
 OP0573
 OP0573.The geoid height was determined by GEOID03.
 OP0573
 OP0573.The dynamic height is computed by dividing the NAVD 88
 OP0573.geopotential number by the normal gravity value computed on the
 OP0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0573.degrees latitude (g = 980.6199 gals.).
 OP0573
 OP0573.The modeled gravity was interpolated from observed gravity values.
 OP0573
 OP0573;                    North         East    Units  Estimated Accuracy
 OP0573;SPC IA N     - 1,213,780.    1,321,470.      MT  (+/- 180 meters Scaled)
 OP0573
 OP0573                          SUPERSEDED SURVEY CONTROL
 OP0573
 OP0573  NGVD 29 (??/??/92)  472.775  (m)         1551.10   (f) ADJ UNCH    2 0
 OP0573
 OP0573.Superseded values are not recommended for survey control.
 OP0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0573.See file dsdata.txt to determine how the superseded data were derived.
 OP0573
 OP0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ810091(NAD 83)
 OP0573_MARKER: DB = BENCH MARK DISK
 OP0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0573_STAMPING: Y 20 1934
 OP0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0573+STABILITY: SURFACE MOTION
 OP0573
 OP0573  HISTORY     - Date     Condition        Report By
 OP0573  HISTORY     - 1934     MONUMENTED       CGS
 OP0573
 OP0573                          STATION DESCRIPTION
 OP0573
 OP0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0573'2.3 MI NE FROM SIBLEY.
 OP0573'2.3 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 OP0573'FROM THE STATION AT SIBLEY, OSCEOLA COUNTY, 50 YARDS NORTHEAST OF
 OP0573'MILEPOST 255, 54 FEET SOUTH OF THE CENTERLINE OF A COUNTY ROAD, 52
 OP0573'FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 45.3 FEET SOUTHEAST OF
 OP0573'THE SOUTHEAST RAIL OF THE MAIN TRACK, 22 FEET SOUTHWEST OF A FENCE
 OP0573'CORNER, AND 1.5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE. A STANDARD
 OP0573'DISK, STAMPED Y 20 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0573'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0504 ***********************************************************************
 OP0504  DESIGNATION -  Y 21
 OP0504  PID         -  OP0504
 OP0504  STATE/COUNTY-  IA/CLAY
 OP0504  USGS QUAD   -  GILLETT GROVE (1966)
 OP0504
 OP0504                         *CURRENT SURVEY CONTROL
 OP0504  ___________________________________________________________________
 OP0504* NAD 83(1986)-  43 06 06.     (N)    095 03 30.     (W)     SCALED    
 OP0504* NAVD 88     -       393.882  (meters)    1292.26   (feet)  ADJUSTED  
 OP0504  ___________________________________________________________________
 OP0504  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 OP0504  DYNAMIC HT  -         393.755 (meters)    1291.84  (feet)  COMP
 OP0504  MODELED GRAV-     980,285.6   (mgal)                       NAVD 88
 OP0504
 OP0504  VERT ORDER  -  SECOND    CLASS 0
 OP0504
 OP0504.The horizontal coordinates were scaled from a topographic map and have
 OP0504.an estimated accuracy of +/- 6 seconds.
 OP0504
 OP0504.The orthometric height was determined by differential leveling
 OP0504.and adjusted by the National Geodetic Survey in June 1991..
 OP0504
 OP0504.The geoid height was determined by GEOID03.
 OP0504
 OP0504.The dynamic height is computed by dividing the NAVD 88
 OP0504.geopotential number by the normal gravity value computed on the
 OP0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0504.degrees latitude (g = 980.6199 gals.).
 OP0504
 OP0504.The modeled gravity was interpolated from observed gravity values.
 OP0504
 OP0504;                    North         East    Units  Estimated Accuracy
 OP0504;SPC IA N     - 1,179,080.    1,373,150.      MT  (+/- 180 meters Scaled)
 OP0504
 OP0504                          SUPERSEDED SURVEY CONTROL
 OP0504
 OP0504  NGVD 29 (??/??/92)  393.751  (m)         1291.83   (f) ADJ UNCH    2 0
 OP0504
 OP0504.Superseded values are not recommended for survey control.
 OP0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0504.See file dsdata.txt to determine how the superseded data were derived.
 OP0504
 OP0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH325741(NAD 83)
 OP0504_MARKER: DB = BENCH MARK DISK
 OP0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0504_STAMPING: Y 21 1934
 OP0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0504+STABILITY: SURFACE MOTION
 OP0504
 OP0504  HISTORY     - Date     Condition        Report By
 OP0504  HISTORY     - 1934     MONUMENTED       CGS
 OP0504
 OP0504                          STATION DESCRIPTION
 OP0504
 OP0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0504'6 MI SE FROM SPENCER.
 OP0504'6 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0504'RAILROAD FROM THE STATION AT SPENCER, CLAY COUNTY, 89 FEET NORTH OF
 OP0504'MILEPOST 152, 46.3 FEET EAST OF THE EAST RAIL, 25 FEET NORTH OF THE
 OP0504'CENTER OF A RIGHT-OF-WAY FENCE GATE, 1.5 FEET WEST OF THE FENCE, AND 5
 OP0504'FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED Y 21
 OP0504'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OP0504'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0946 ***********************************************************************
 NL0946  DESIGNATION -  Y 22 RESET
 NL0946  PID         -  NL0946
 NL0946  STATE/COUNTY-  IA/POCAHONTAS
 NL0946  USGS QUAD   -  FONDA (1979)
 NL0946
 NL0946                         *CURRENT SURVEY CONTROL
 NL0946  ___________________________________________________________________
 NL0946* NAD 83(1986)-  42 34 07.     (N)    094 50 10.     (W)     SCALED    
 NL0946* NAVD 88     -       370.42   (meters)    1215.3    (feet)  RESET     
 NL0946  ___________________________________________________________________
 NL0946  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 NL0946
 NL0946  VERT ORDER  -  THIRD
 NL0946
 NL0946.The horizontal coordinates were scaled from a topographic map and have
 NL0946.an estimated accuracy of +/- 6 seconds.
 NL0946
 NL0946.The orthometric height was computed from unverified reset data.
 NL0946
 NL0946.The geoid height was determined by GEOID03.
 NL0946
 NL0946;                    North         East    Units  Estimated Accuracy
 NL0946;SPC IA N     - 1,119,560.    1,390,300.      MT  (+/- 180 meters Scaled)
 NL0946
 NL0946                          SUPERSEDED SURVEY CONTROL
 NL0946
 NL0946  NGVD 29 (05/12/04)  370.34   (m)         1215.0    (f) RESET       3  
 NL0946
 NL0946.Superseded values are not recommended for survey control.
 NL0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0946.See file dsdata.txt to determine how the superseded data were derived.
 NL0946
 NL0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH492145(NAD 83)
 NL0946_MARKER: DB = BENCH MARK DISK
 NL0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0946_SP_SET: CONCRETE POST
 NL0946_STAMPING: Y 22 RESET 1982
 NL0946_MARK LOGO: NGS   
 NL0946_PROJECTION: PROJECTING 15 CENTIMETERS
 NL0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0946+STABILITY: SURFACE MOTION
 NL0946
 NL0946  HISTORY     - Date     Condition        Report By
 NL0946  HISTORY     - 1982     MONUMENTED       NGS
 NL0946
 NL0946                          STATION DESCRIPTION
 NL0946
 NL0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NL0946'2.2 KM (1.35 MI) SE FROM FONDA.
 NL0946'0.89 KM (0.55 MI) SOUTH ALONG MAIN STREET, FROM THE POST OFFICE AT
 NL0946'FONDA, THENCE 0.80 KM (0.50 MI) LEFT AND EAST ALONG SOUTH COUNTY
 NL0946'ROAD, THENCE 0.64 KM (0.40 MI) RIGHT AND SOUTH ALONG A GRAVELED ROAD
 NL0946'TO THE MARK ON THE RIGHT, AND 10.5 M (34.4 FT) WEST OF THE CENTERLINE
 NL0946'OF THE ROAD.
 NL0946'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 NL0946'THE MARK IS 1.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0478 ***********************************************************************
 NL0478  DESIGNATION -  Y 24
 NL0478  PID         -  NL0478
 NL0478  STATE/COUNTY-  IA/CHEROKEE
 NL0478  USGS QUAD   -  MARCUS (1969)
 NL0478
 NL0478                         *CURRENT SURVEY CONTROL
 NL0478  ___________________________________________________________________
 NL0478* NAD 83(1986)-  42 49 37.     (N)    095 48 27.     (W)     SCALED    
 NL0478* NAVD 88     -       443.809  (meters)    1456.06   (feet)  ADJUSTED  
 NL0478  ___________________________________________________________________
 NL0478  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 NL0478  DYNAMIC HT  -         443.670 (meters)    1455.61  (feet)  COMP
 NL0478  MODELED GRAV-     980,295.0   (mgal)                       NAVD 88
 NL0478
 NL0478  VERT ORDER  -  SECOND    CLASS 0
 NL0478
 NL0478.The horizontal coordinates were scaled from a topographic map and have
 NL0478.an estimated accuracy of +/- 6 seconds.
 NL0478
 NL0478.The orthometric height was determined by differential leveling
 NL0478.and adjusted by the National Geodetic Survey in June 1991..
 NL0478
 NL0478.The geoid height was determined by GEOID03.
 NL0478
 NL0478.The dynamic height is computed by dividing the NAVD 88
 NL0478.geopotential number by the normal gravity value computed on the
 NL0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0478.degrees latitude (g = 980.6199 gals.).
 NL0478
 NL0478.The modeled gravity was interpolated from observed gravity values.
 NL0478
 NL0478;                    North         East    Units  Estimated Accuracy
 NL0478;SPC IA N     - 1,149,970.    1,311,350.      MT  (+/- 180 meters Scaled)
 NL0478
 NL0478                          SUPERSEDED SURVEY CONTROL
 NL0478
 NL0478  NGVD 29 (??/??/92)  443.621  (m)         1455.45   (f) ADJ UNCH    2 0
 NL0478
 NL0478.Superseded values are not recommended for survey control.
 NL0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0478.See file dsdata.txt to determine how the superseded data were derived.
 NL0478
 NL0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH705454(NAD 83)
 NL0478_MARKER: DB = BENCH MARK DISK
 NL0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0478_SP_SET: WALL
 NL0478_STAMPING: Y 24 1934
 NL0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0478
 NL0478  HISTORY     - Date     Condition        Report By
 NL0478  HISTORY     - 1934     MONUMENTED       CGS
 NL0478  HISTORY     - 1943     GOOD             NGS
 NL0478
 NL0478                          STATION DESCRIPTION
 NL0478
 NL0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0478'AT MARCUS.
 NL0478'AT MARCUS, CHEROKEE COUNTY, IN THE EAST WALL OF THE ILLINOIS
 NL0478'CENTRAL RAILROAD STATION, 17.6 FEET SOUTH OF THE SOUTH RAIL OF
 NL0478'THE MAIN TRACK, 1.9 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 NL0478'STATION, AND 0.8 FOOT HIGHER THAN THE STATION PLATFORM.  A
 NL0478'STANDARD DISK, STAMPED Y 24 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0511 ***********************************************************************
 NL0511  DESIGNATION -  Y 25
 NL0511  PID         -  NL0511
 NL0511  STATE/COUNTY-  IA/CHEROKEE
 NL0511  USGS QUAD   -  CHEROKEE SOUTH (1969)
 NL0511
 NL0511                         *CURRENT SURVEY CONTROL
 NL0511  ___________________________________________________________________
 NL0511* NAD 83(1986)-  42 43 09.     (N)    095 33 24.     (W)     SCALED    
 NL0511* NAVD 88     -       369.853  (meters)    1213.43   (feet)  ADJUSTED  
 NL0511  ___________________________________________________________________
 NL0511  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 NL0511  DYNAMIC HT  -         369.737 (meters)    1213.05  (feet)  COMP
 NL0511  MODELED GRAV-     980,296.0   (mgal)                       NAVD 88
 NL0511
 NL0511  VERT ORDER  -  SECOND    CLASS 0
 NL0511
 NL0511.The horizontal coordinates were scaled from a topographic map and have
 NL0511.an estimated accuracy of +/- 6 seconds.
 NL0511
 NL0511.The orthometric height was determined by differential leveling
 NL0511.and adjusted by the National Geodetic Survey in June 1991..
 NL0511
 NL0511.The geoid height was determined by GEOID03.
 NL0511
 NL0511.The dynamic height is computed by dividing the NAVD 88
 NL0511.geopotential number by the normal gravity value computed on the
 NL0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0511.degrees latitude (g = 980.6199 gals.).
 NL0511
 NL0511.The modeled gravity was interpolated from observed gravity values.
 NL0511
 NL0511;                    North         East    Units  Estimated Accuracy
 NL0511;SPC IA N     - 1,137,470.    1,331,560.      MT  (+/- 180 meters Scaled)
 NL0511
 NL0511                          SUPERSEDED SURVEY CONTROL
 NL0511
 NL0511  NGVD 29 (??/??/92)  369.688  (m)         1212.88   (f) ADJ UNCH    2 0
 NL0511
 NL0511.Superseded values are not recommended for survey control.
 NL0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0511.See file dsdata.txt to determine how the superseded data were derived.
 NL0511
 NL0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH906327(NAD 83)
 NL0511_MARKER: DB = BENCH MARK DISK
 NL0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0511_STAMPING: Y 25 1934
 NL0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0511+STABILITY: SURFACE MOTION
 NL0511
 NL0511  HISTORY     - Date     Condition        Report By
 NL0511  HISTORY     - 1934     MONUMENTED       CGS
 NL0511  HISTORY     - 1969     MARK NOT FOUND   NGS
 NL0511
 NL0511                          STATION DESCRIPTION
 NL0511
 NL0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0511'2.2 MI S FROM CHEROKEE.
 NL0511'2.2 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0511'STATION AT CHEROKEE, CHEROKEE COUNTY, 0.5 MILE SOUTH OF ONAWA
 NL0511'JUNCTION, 38.8 FEET WEST OF THE WEST RAIL, 6.3 FEET SOUTH OF A
 NL0511'POLE, AND 9.4 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NL0511'DISK, STAMPED Y 25 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0511'PROJECTING 5 INCHES ABOVE GROUND.
 NL0511
 NL0511                          STATION RECOVERY (1969)
 NL0511
 NL0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NL0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0207 ***********************************************************************
 NL0207  DESIGNATION -  Y 26
 NL0207  PID         -  NL0207
 NL0207  STATE/COUNTY-  IA/POCAHONTAS
 NL0207  USGS QUAD   -  ALBERT CITY (1971)
 NL0207
 NL0207                         *CURRENT SURVEY CONTROL
 NL0207  ___________________________________________________________________
 NL0207* NAD 83(1986)-  42 51 20.     (N)    094 54 48.     (W)     SCALED    
 NL0207* NAVD 88     -       408.481  (meters)    1340.16   (feet)  ADJUSTED  
 NL0207  ___________________________________________________________________
 NL0207  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 NL0207  DYNAMIC HT  -         408.347 (meters)    1339.72  (feet)  COMP
 NL0207  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 NL0207
 NL0207  VERT ORDER  -  SECOND    CLASS 0
 NL0207
 NL0207.The horizontal coordinates were scaled from a topographic map and have
 NL0207.an estimated accuracy of +/- 6 seconds.
 NL0207
 NL0207.The orthometric height was determined by differential leveling
 NL0207.and adjusted by the National Geodetic Survey in June 1991..
 NL0207
 NL0207.The geoid height was determined by GEOID03.
 NL0207
 NL0207.The dynamic height is computed by dividing the NAVD 88
 NL0207.geopotential number by the normal gravity value computed on the
 NL0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0207.degrees latitude (g = 980.6199 gals.).
 NL0207
 NL0207.The modeled gravity was interpolated from observed gravity values.
 NL0207
 NL0207;                    North         East    Units  Estimated Accuracy
 NL0207;SPC IA N     - 1,151,540.    1,384,500.      MT  (+/- 180 meters Scaled)
 NL0207
 NL0207                          SUPERSEDED SURVEY CONTROL
 NL0207
 NL0207  NGVD 29 (??/??/92)  408.378  (m)         1339.82   (f) ADJ UNCH    2 0
 NL0207
 NL0207.Superseded values are not recommended for survey control.
 NL0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0207.See file dsdata.txt to determine how the superseded data were derived.
 NL0207
 NL0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH436465(NAD 83)
 NL0207_MARKER: DB = BENCH MARK DISK
 NL0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0207_STAMPING: Y 26 1934
 NL0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0207+STABILITY: SURFACE MOTION
 NL0207
 NL0207  HISTORY     - Date     Condition        Report By
 NL0207  HISTORY     - 1934     MONUMENTED       CGS
 NL0207
 NL0207                          STATION DESCRIPTION
 NL0207
 NL0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0207'3.3 MI E FROM MARATHON.
 NL0207'IN POCAHONTAS COUNTY, 3.3 MILES EAST ALONG THE CHICAGO AND
 NL0207'NORTH WESTERN RAILWAY FROM THE STATION AT MARATHON, BUENA VISTA
 NL0207'COUNTY, 165 YARDS EAST OF THE EAST END OF BRIDGE 2626, 71.0
 NL0207'FEET NORTHEAST OF THE CROSSING OF A SECTION ROAD, 46.1 FEET
 NL0207'NORTH OF THE NORTH RAIL, 27.0 FEET EAST OF A RIGHT-OF-WAY FENCE
 NL0207'CORNER, AND 1.3 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED
 NL0207'Y 26 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NL0207'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0055 ***********************************************************************
 NL0055  DESIGNATION -  Y 27
 NL0055  PID         -  NL0055
 NL0055  STATE/COUNTY-  IA/HUMBOLDT
 NL0055  USGS QUAD   -  HUMBOLDT (1979)
 NL0055
 NL0055                         *CURRENT SURVEY CONTROL
 NL0055  ___________________________________________________________________
 NL0055* NAD 83(1986)-  42 41 32.     (N)    094 07 46.     (W)     SCALED    
 NL0055* NAVD 88     -       343.677  (meters)    1127.55   (feet)  ADJUSTED  
 NL0055  ___________________________________________________________________
 NL0055  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 NL0055  DYNAMIC HT  -         343.561 (meters)    1127.17  (feet)  COMP
 NL0055  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 NL0055
 NL0055  VERT ORDER  -  SECOND    CLASS 0
 NL0055
 NL0055.The horizontal coordinates were scaled from a topographic map and have
 NL0055.an estimated accuracy of +/- 6 seconds.
 NL0055
 NL0055.The orthometric height was determined by differential leveling
 NL0055.and adjusted by the National Geodetic Survey in June 1991..
 NL0055
 NL0055.The geoid height was determined by GEOID03.
 NL0055
 NL0055.The dynamic height is computed by dividing the NAVD 88
 NL0055.geopotential number by the normal gravity value computed on the
 NL0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0055.degrees latitude (g = 980.6199 gals.).
 NL0055
 NL0055.The modeled gravity was interpolated from observed gravity values.
 NL0055
 NL0055;                    North         East    Units  Estimated Accuracy
 NL0055;SPC IA N     - 1,132,620.    1,448,420.      MT  (+/- 180 meters Scaled)
 NL0055
 NL0055                          SUPERSEDED SURVEY CONTROL
 NL0055
 NL0055  NGVD 29 (??/??/92)  343.624  (m)         1127.37   (f) ADJ UNCH    2 0
 NL0055
 NL0055.Superseded values are not recommended for survey control.
 NL0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0055.See file dsdata.txt to determine how the superseded data were derived.
 NL0055
 NL0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH074272(NAD 83)
 NL0055_MARKER: DB = BENCH MARK DISK
 NL0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0055_STAMPING: Y 27 1934
 NL0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0055+STABILITY: SURFACE MOTION
 NL0055
 NL0055  HISTORY     - Date     Condition        Report By
 NL0055  HISTORY     - 1934     MONUMENTED       CGS
 NL0055
 NL0055                          STATION DESCRIPTION
 NL0055
 NL0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0055'4 MI W FROM THOR.
 NL0055'4.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0055'THE STATION AT THOR, HUMBOLDT COUNTY, 290 YARDS WEST OF THE
 NL0055'WEST END OF BRIDGE 2523, 59.0 FEET SOUTHWEST OF A SECTION-ROAD
 NL0055'CROSSING, 46.1 FEET SOUTH OF THE SOUTH RAIL 6.5 FEET WEST OF A
 NL0055'RIGHT-OF-WAY FENCE CORNER, AND 1.7 FEET NORTH OF THE FENCE.
 NL0055'A STANDARD DISK, STAMPED Y 27 1934 AND SET IN THE TOP OF A
 NL0055'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0184 ***********************************************************************
 NK0184  DESIGNATION -  Y 28
 NK0184  PID         -  NK0184
 NK0184  STATE/COUNTY-  IA/FRANKLIN
 NK0184  USGS QUAD   -  COULTER (1979)
 NK0184
 NK0184                         *CURRENT SURVEY CONTROL
 NK0184  ___________________________________________________________________
 NK0184* NAD 83(1986)-  42 44 18.     (N)    093 22 12.     (W)     SCALED    
 NK0184* NAVD 88     -       377.145  (meters)    1237.35   (feet)  ADJUSTED  
 NK0184  ___________________________________________________________________
 NK0184  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 NK0184  DYNAMIC HT  -         377.061 (meters)    1237.07  (feet)  COMP
 NK0184  MODELED GRAV-     980,387.0   (mgal)                       NAVD 88
 NK0184
 NK0184  VERT ORDER  -  SECOND    CLASS 0
 NK0184
 NK0184.The horizontal coordinates were scaled from a topographic map and have
 NK0184.an estimated accuracy of +/- 6 seconds.
 NK0184
 NK0184.The orthometric height was determined by differential leveling
 NK0184.and adjusted by the National Geodetic Survey in June 1991..
 NK0184
 NK0184.The geoid height was determined by GEOID03.
 NK0184
 NK0184.The dynamic height is computed by dividing the NAVD 88
 NK0184.geopotential number by the normal gravity value computed on the
 NK0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0184.degrees latitude (g = 980.6199 gals.).
 NK0184
 NK0184.The modeled gravity was interpolated from observed gravity values.
 NK0184
 NK0184;                    North         East    Units  Estimated Accuracy
 NK0184;SPC IA N     - 1,137,560.    1,510,650.      MT  (+/- 180 meters Scaled)
 NK0184
 NK0184                          SUPERSEDED SURVEY CONTROL
 NK0184
 NK0184  NGVD 29 (??/??/92)  377.148  (m)         1237.36   (f) ADJ UNCH    2 0
 NK0184
 NK0184.Superseded values are not recommended for survey control.
 NK0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0184.See file dsdata.txt to determine how the superseded data were derived.
 NK0184
 NK0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH697318(NAD 83)
 NK0184_MARKER: DB = BENCH MARK DISK
 NK0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0184_STAMPING: Y 28 1934
 NK0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0184+STABILITY: SURFACE MOTION
 NK0184
 NK0184  HISTORY     - Date     Condition        Report By
 NK0184  HISTORY     - 1934     MONUMENTED       CGS
 NK0184
 NK0184                          STATION DESCRIPTION
 NK0184
 NK0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0184'AT COULTER.
 NK0184'AT COULTER, 42 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE
 NK0184'CHICAGO GREAT WESTERN RAILROAD STATION, 30.7 FEET EAST OF THE
 NK0184'NORTHEAST CORNER OF THE PUMP HOUSE, 77.5 FEET NORTH OF THE
 NK0184'NORTH RAIL OF THE PASSING TRACK, 57.6 FEET NORTH OF THE NORTH
 NK0184'RAIL OF THE MAIN TRACK, 7.0 FEET WEST OF A RIGHT-OF-WAY FENCE
 NK0184'CORNER, AND 1.2 FEET SOUTH OF THE FENCE.  A STANDARD DISK,
 NK0184'STAMPED Y 28 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0184'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0161 ***********************************************************************
 NK0161  DESIGNATION -  Y 29
 NK0161  PID         -  NK0161
 NK0161  STATE/COUNTY-  IA/BUTLER
 NK0161  USGS QUAD   -  SHELL ROCK (1971)
 NK0161
 NK0161                         *CURRENT SURVEY CONTROL
 NK0161  ___________________________________________________________________
 NK0161* NAD 83(1986)-  42 44 33.     (N)    092 35 25.     (W)     SCALED    
 NK0161* NAVD 88     -       279.939  (meters)     918.43   (feet)  ADJUSTED  
 NK0161  ___________________________________________________________________
 NK0161  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 NK0161  DYNAMIC HT  -         279.845 (meters)     918.12  (feet)  COMP
 NK0161  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 NK0161
 NK0161  VERT ORDER  -  SECOND    CLASS 0
 NK0161
 NK0161.The horizontal coordinates were scaled from a topographic map and have
 NK0161.an estimated accuracy of +/- 6 seconds.
 NK0161
 NK0161.The orthometric height was determined by differential leveling
 NK0161.and adjusted by the National Geodetic Survey in June 1991..
 NK0161
 NK0161.The geoid height was determined by GEOID03.
 NK0161
 NK0161.The dynamic height is computed by dividing the NAVD 88
 NK0161.geopotential number by the normal gravity value computed on the
 NK0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0161.degrees latitude (g = 980.6199 gals.).
 NK0161
 NK0161.The modeled gravity was interpolated from observed gravity values.
 NK0161
 NK0161;                    North         East    Units  Estimated Accuracy
 NK0161;SPC IA N     - 1,138,410.    1,574,480.      MT  (+/- 180 meters Scaled)
 NK0161
 NK0161                          SUPERSEDED SURVEY CONTROL
 NK0161
 NK0161  NGVD 29 (??/??/92)  279.935  (m)          918.42   (f) ADJ UNCH    2 0
 NK0161
 NK0161.Superseded values are not recommended for survey control.
 NK0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0161.See file dsdata.txt to determine how the superseded data were derived.
 NK0161
 NK0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH335323(NAD 83)
 NK0161_MARKER: DB = BENCH MARK DISK
 NK0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0161_STAMPING: Y 29 1934
 NK0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0161+STABILITY: SURFACE MOTION
 NK0161
 NK0161  HISTORY     - Date     Condition        Report By
 NK0161  HISTORY     - 1934     MONUMENTED       CGS
 NK0161  HISTORY     - 1971     MARK NOT FOUND   USGS
 NK0161
 NK0161                          STATION DESCRIPTION
 NK0161
 NK0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0161'1.8 MI NW FROM SHELL ROCK.
 NK0161'1.8 MILES NORTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NK0161'FROM THE STATION AT SHELL ROCK, BUTLER COUNTY, OPPOSITE THE
 NK0161'SECOND POLE SOUTHEAST OF MILEPOLE 283+10, 410 YARDS SOUTHEAST
 NK0161'OF THE SOUTHEAST END OF A BRIDGE UNDERPASS, 120 YARDS NORTHWEST
 NK0161'OF A FARM-ROAD CROSSING, 46.2 FEET NORTHEAST OF THE NORTHEAST
 NK0161'RAIL, AND 1.6 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A
 NK0161'STANDARD DISK, STAMPED Y 29 1934 AND SET IN THE TOP OF A CONCRETE
 NK0161'POST PROJECTING 6 INCHES ABOVE GROUND.
 NK0161
 NK0161                          STATION RECOVERY (1971)
 NK0161
 NK0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NK0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0075 ***********************************************************************
 MJ0075  DESIGNATION -  Y 3
 MJ0075  PID         -  MJ0075
 MJ0075  STATE/COUNTY-  IA/DALLAS
 MJ0075  USGS QUAD   -  PANTHER (1982)
 MJ0075
 MJ0075                         *CURRENT SURVEY CONTROL
 MJ0075  ___________________________________________________________________
 MJ0075* NAD 83(1986)-  41 44 42.     (N)    094 01 06.     (W)     SCALED    
 MJ0075* NAVD 88     -       319.243  (meters)    1047.38   (feet)  ADJUSTED  
 MJ0075  ___________________________________________________________________
 MJ0075  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 MJ0075  DYNAMIC HT  -         319.111 (meters)    1046.95  (feet)  COMP
 MJ0075  MODELED GRAV-     980,200.5   (mgal)                       NAVD 88
 MJ0075
 MJ0075  VERT ORDER  -  FIRST     CLASS II
 MJ0075
 MJ0075.The horizontal coordinates were scaled from a topographic map and have
 MJ0075.an estimated accuracy of +/- 6 seconds.
 MJ0075
 MJ0075.The orthometric height was determined by differential leveling
 MJ0075.and adjusted by the National Geodetic Survey in June 1991..
 MJ0075
 MJ0075.The geoid height was determined by GEOID03.
 MJ0075
 MJ0075.The dynamic height is computed by dividing the NAVD 88
 MJ0075.geopotential number by the normal gravity value computed on the
 MJ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0075.degrees latitude (g = 980.6199 gals.).
 MJ0075
 MJ0075.The modeled gravity was interpolated from observed gravity values.
 MJ0075
 MJ0075;                    North         East    Units  Estimated Accuracy
 MJ0075;SPC IA S     -   193,910.      456,890.      MT  (+/- 180 meters Scaled)
 MJ0075
 MJ0075                          SUPERSEDED SURVEY CONTROL
 MJ0075
 MJ0075  NGVD 29 (??/??/92)  319.190  (m)         1047.21   (f) ADJ UNCH    1 2
 MJ0075
 MJ0075.Superseded values are not recommended for survey control.
 MJ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0075.See file dsdata.txt to determine how the superseded data were derived.
 MJ0075
 MJ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG153219(NAD 83)
 MJ0075_MARKER: DB = BENCH MARK DISK
 MJ0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0075_STAMPING: 1047.209 Y 3 1930
 MJ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0075+STABILITY: SURFACE MOTION
 MJ0075
 MJ0075  HISTORY     - Date     Condition        Report By
 MJ0075  HISTORY     - 1930     MONUMENTED       CGS
 MJ0075  HISTORY     - 1934     GOOD             NGS
 MJ0075  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0075
 MJ0075                          STATION DESCRIPTION
 MJ0075
 MJ0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MJ0075'1 MI SW FROM MINBURN.
 MJ0075'1.0 MILE SOUTHWEST ALONG THE MINNEAPOLIS AND ST. LOUIS RAILROAD
 MJ0075'FROM MINBURN, 0.2 MILE NORTHWEST OF MILEPOST 284, 5 FEET EAST OF
 MJ0075'THE EAST FENCE LINE OF A NORTH-AND-SOUTH ROAD FENCED FIFTY FEET
 MJ0075'WIDE, AND 30 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A
 MJ0075'STANDARD DISK, STAMPED 1047.209 Y 3 1930 AND SET IN THE TOP OF A
 MJ0075'CONCRETE POST.
 MJ0075
 MJ0075                          STATION RECOVERY (1980)
 MJ0075
 MJ0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0075'THE AREA DESCRIBED APPEARS TO HAVE BEEN BULLDOZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0337 ***********************************************************************
 NK0337  DESIGNATION -  Y 30
 NK0337  PID         -  NK0337
 NK0337  STATE/COUNTY-  IA/HARDIN
 NK0337  USGS QUAD   -  STEAMBOAT ROCK (1979)
 NK0337
 NK0337                         *CURRENT SURVEY CONTROL
 NK0337  ___________________________________________________________________
 NK0337* NAD 83(1986)-  42 29 30.     (N)    093 04 10.     (W)     SCALED    
 NK0337* NAVD 88     -       336.920  (meters)    1105.38   (feet)  ADJUSTED  
 NK0337  ___________________________________________________________________
 NK0337  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 NK0337  DYNAMIC HT  -         336.786 (meters)    1104.94  (feet)  COMP
 NK0337  MODELED GRAV-     980,216.6   (mgal)                       NAVD 88
 NK0337
 NK0337  VERT ORDER  -  SECOND    CLASS 0
 NK0337
 NK0337.The horizontal coordinates were scaled from a topographic map and have
 NK0337.an estimated accuracy of +/- 6 seconds.
 NK0337
 NK0337.The orthometric height was determined by differential leveling
 NK0337.and adjusted by the National Geodetic Survey in June 1991..
 NK0337
 NK0337.The geoid height was determined by GEOID03.
 NK0337
 NK0337.The dynamic height is computed by dividing the NAVD 88
 NK0337.geopotential number by the normal gravity value computed on the
 NK0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0337.degrees latitude (g = 980.6199 gals.).
 NK0337
 NK0337.The modeled gravity was interpolated from observed gravity values.
 NK0337
 NK0337;                    North         East    Units  Estimated Accuracy
 NK0337;SPC IA N     - 1,110,240.    1,535,390.      MT  (+/- 180 meters Scaled)
 NK0337
 NK0337                          SUPERSEDED SURVEY CONTROL
 NK0337
 NK0337  NGVD 29 (??/??/92)  336.888  (m)         1105.27   (f) ADJ UNCH    2 0
 NK0337
 NK0337.Superseded values are not recommended for survey control.
 NK0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0337.See file dsdata.txt to determine how the superseded data were derived.
 NK0337
 NK0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH942043(NAD 83)
 NK0337_MARKER: DB = BENCH MARK DISK
 NK0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0337_STAMPING: Y 30 1934
 NK0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0337+STABILITY: SURFACE MOTION
 NK0337
 NK0337  HISTORY     - Date     Condition        Report By
 NK0337  HISTORY     - 1934     MONUMENTED       CGS
 NK0337  HISTORY     - 1985     GOOD             LOCSUR
 NK0337
 NK0337                          STATION DESCRIPTION
 NK0337
 NK0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0337'1.8 MI NW FROM CLEVES.
 NK0337'1.8 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0337'RAILWAY FROM THE STATION AT CLEVES, HARDIN COUNTY, AT ABBOTT
 NK0337'CROSSING, 135 YARDS SOUTHEAST OF THE CROSSING OF THE MINNEAPOLIS
 NK0337'AND ST. LOUIS RAILROAD, 46 FEET SOUTHWEST OF THE SOUTHWEST
 NK0337'RAIL, AND 2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NK0337'DISK, STAMPED Y 30 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0337'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 NK0337
 NK0337                          STATION RECOVERY (1985)
 NK0337
 NK0337'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 NK0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0434 ***********************************************************************
 NK0434  DESIGNATION -  Y 31
 NK0434  PID         -  NK0434
 NK0434  STATE/COUNTY-  IA/HAMILTON
 NK0434  USGS QUAD   -  WEBSTER CITY (1978)
 NK0434
 NK0434                         *CURRENT SURVEY CONTROL
 NK0434  ___________________________________________________________________
 NK0434* NAD 83(1986)-  42 28 19.     (N)    093 49 16.     (W)     SCALED    
 NK0434* NAVD 88     -       320.266  (meters)    1050.74   (feet)  ADJUSTED  
 NK0434  ___________________________________________________________________
 NK0434  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 NK0434  DYNAMIC HT  -         320.192 (meters)    1050.50  (feet)  COMP
 NK0434  MODELED GRAV-     980,380.0   (mgal)                       NAVD 88
 NK0434
 NK0434  VERT ORDER  -  SECOND    CLASS 0
 NK0434
 NK0434.The horizontal coordinates were scaled from a topographic map and have
 NK0434.an estimated accuracy of +/- 6 seconds.
 NK0434
 NK0434.The orthometric height was determined by differential leveling
 NK0434.and adjusted by the National Geodetic Survey in June 1991..
 NK0434
 NK0434.The geoid height was determined by GEOID03.
 NK0434
 NK0434.The dynamic height is computed by dividing the NAVD 88
 NK0434.geopotential number by the normal gravity value computed on the
 NK0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0434.degrees latitude (g = 980.6199 gals.).
 NK0434
 NK0434.The modeled gravity was interpolated from observed gravity values.
 NK0434
 NK0434;                    North         East    Units  Estimated Accuracy
 NK0434;SPC IA N     - 1,108,010.    1,473,600.      MT  (+/- 180 meters Scaled)
 NK0434
 NK0434                          SUPERSEDED SURVEY CONTROL
 NK0434
 NK0434  NGVD 29 (??/??/92)  320.273  (m)         1050.76   (f) ADJ UNCH    2 0
 NK0434
 NK0434.Superseded values are not recommended for survey control.
 NK0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0434.See file dsdata.txt to determine how the superseded data were derived.
 NK0434
 NK0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH325025(NAD 83)
 NK0434_MARKER: DB = BENCH MARK DISK
 NK0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0434_STAMPING: Y 31 1934
 NK0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0434+STABILITY: SURFACE MOTION
 NK0434
 NK0434  HISTORY     - Date     Condition        Report By
 NK0434  HISTORY     - 1934     MONUMENTED       CGS
 NK0434  HISTORY     - 1942     MARK NOT FOUND   NGS
 NK0434  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0434
 NK0434                          STATION DESCRIPTION
 NK0434
 NK0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NK0434'AT WEBSTER CITY.
 NK0434'AT WEBSTER CITY, 44 YARDS EAST OF THE EAST END OF THE ILLINOIS
 NK0434'CENTRAL RAILROAD STATION, 61 FEET NORTHEAST OF THE DES MOINES
 NK0434'STREET CROSSING, 15.8 FEET NORTH OF THE SWITCH ON THE WEST END
 NK0434'OF A SIDETRACK, AND 22.2 FEET NORTH OF THE NORTH RAIL.  A
 NK0434'STANDARD DISK, STAMPED Y 31 1934 AND SET IN THE TOP OF A
 NK0434'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 NK0434
 NK0434                          STATION RECOVERY (1974)
 NK0434
 NK0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0273 ***********************************************************************
 NK0273  DESIGNATION -  Y 33
 NK0273  PID         -  NK0273
 NK0273  STATE/COUNTY-  IA/STORY
 NK0273  USGS QUAD   -  NEVADA (1975)
 NK0273
 NK0273                         *CURRENT SURVEY CONTROL
 NK0273  ___________________________________________________________________
 NK0273* NAD 83(1986)-  42 01 09.     (N)    093 24 21.     (W)     SCALED    
 NK0273* NAVD 88     -       300.799  (meters)     986.87   (feet)  ADJUSTED  
 NK0273  ___________________________________________________________________
 NK0273  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 NK0273  DYNAMIC HT  -         300.684 (meters)     986.49  (feet)  COMP
 NK0273  MODELED GRAV-     980,233.0   (mgal)                       NAVD 88
 NK0273
 NK0273  VERT ORDER  -  SECOND    CLASS 0
 NK0273
 NK0273.The horizontal coordinates were scaled from a topographic map and have
 NK0273.an estimated accuracy of +/- 6 seconds.
 NK0273
 NK0273.The orthometric height was determined by differential leveling
 NK0273.and adjusted by the National Geodetic Survey in June 1991..
 NK0273
 NK0273.The geoid height was determined by GEOID03.
 NK0273
 NK0273.The dynamic height is computed by dividing the NAVD 88
 NK0273.geopotential number by the normal gravity value computed on the
 NK0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0273.degrees latitude (g = 980.6199 gals.).
 NK0273
 NK0273.The modeled gravity was interpolated from observed gravity values.
 NK0273
 NK0273;                    North         East    Units  Estimated Accuracy
 NK0273;SPC IA N     - 1,057,670.    1,507,800.      MT  (+/- 180 meters Scaled)
 NK0273
 NK0273                          SUPERSEDED SURVEY CONTROL
 NK0273
 NK0273  NGVD 29 (??/??/92)  300.756  (m)          986.73   (f) ADJ UNCH    2 0
 NK0273
 NK0273.Superseded values are not recommended for survey control.
 NK0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0273.See file dsdata.txt to determine how the superseded data were derived.
 NK0273
 NK0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG664519(NAD 83)
 NK0273_MARKER: DB = BENCH MARK DISK
 NK0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0273_STAMPING: Y 33 1934
 NK0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0273+STABILITY: SURFACE MOTION
 NK0273
 NK0273  HISTORY     - Date     Condition        Report By
 NK0273  HISTORY     - 1934     MONUMENTED       CGS
 NK0273  HISTORY     - 1975     MARK NOT FOUND   USGS
 NK0273
 NK0273                          STATION DESCRIPTION
 NK0273
 NK0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0273'2.2 MI E FROM NEVADA.
 NK0273'2.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 NK0273'FROM THE STATION AT NEVADA, STORY COUNTY, 0.7 MILE SOUTHWEST
 NK0273'OF THE CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY, AT
 NK0273'THE CROSSING OF COUNTY ROAD B, 49 FEET WEST OF THE CENTERLINE
 NK0273'OF THE ROAD, 32.1 FEET NORTH OF THE NORTH RAIL, AND 19.1 FEET
 NK0273'SOUTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED Y 33
 NK0273'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 NK0273'4 INCHES ABOVE GROUND.
 NK0273
 NK0273                          STATION RECOVERY (1975)
 NK0273
 NK0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NK0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0702 ***********************************************************************
 OO0702  DESIGNATION -  Y 34
 OO0702  PID         -  OO0702
 OO0702  STATE/COUNTY-  IA/HANCOCK
 OO0702  USGS QUAD   -  HAYFIELD (1972)
 OO0702
 OO0702                         *CURRENT SURVEY CONTROL
 OO0702  ___________________________________________________________________
 OO0702* NAD 83(1986)-  43 13 44.     (N)    093 39 54.     (W)     SCALED    
 OO0702* NAVD 88     -       370.341  (meters)    1215.03   (feet)  ADJUSTED  
 OO0702  ___________________________________________________________________
 OO0702  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 OO0702  DYNAMIC HT  -         370.226 (meters)    1214.65  (feet)  COMP
 OO0702  MODELED GRAV-     980,298.8   (mgal)                       NAVD 88
 OO0702
 OO0702  VERT ORDER  -  SECOND    CLASS 0
 OO0702
 OO0702.The horizontal coordinates were scaled from a topographic map and have
 OO0702.an estimated accuracy of +/- 6 seconds.
 OO0702
 OO0702.The orthometric height was determined by differential leveling
 OO0702.and adjusted by the National Geodetic Survey in June 1991..
 OO0702
 OO0702.The geoid height was determined by GEOID03.
 OO0702
 OO0702.The dynamic height is computed by dividing the NAVD 88
 OO0702.geopotential number by the normal gravity value computed on the
 OO0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0702.degrees latitude (g = 980.6199 gals.).
 OO0702
 OO0702.The modeled gravity was interpolated from observed gravity values.
 OO0702
 OO0702;                    North         East    Units  Estimated Accuracy
 OO0702;SPC IA N     - 1,192,060.    1,486,600.      MT  (+/- 180 meters Scaled)
 OO0702
 OO0702                          SUPERSEDED SURVEY CONTROL
 OO0702
 OO0702  NGVD 29 (??/??/92)  370.300  (m)         1214.89   (f) ADJ UNCH    2 0
 OO0702
 OO0702.Superseded values are not recommended for survey control.
 OO0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0702.See file dsdata.txt to determine how the superseded data were derived.
 OO0702
 OO0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH459864(NAD 83)
 OO0702_MARKER: DB = BENCH MARK DISK
 OO0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0702_STAMPING: Y 34 1934
 OO0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0702+STABILITY: SURFACE MOTION
 OO0702
 OO0702  HISTORY     - Date     Condition        Report By
 OO0702  HISTORY     - 1934     MONUMENTED       CGS
 OO0702
 OO0702                          STATION DESCRIPTION
 OO0702
 OO0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0702'3.1 MI SW FROM FOREST CITY.
 OO0702'IN HANCOCK COUNTY, 3.1 MILES SOUTHWEST ALONG THE MINNEAPOLIS AND ST.
 OO0702'LOUIS RAILWAY FROM THE STATION AT FOREST CITY, WINNEBAGO COUNTY, 22
 OO0702'FEET NORTHEAST OF MILEPOST 156, AT A GRAVEL ROAD CROSSING, 45 FEET
 OO0702'SOUTHEAST OF THE SOUTHEAST RAIL, 33 FEET NORTH OF THE CENTERLINE OF
 OO0702'THE ROAD, 18 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE CORNER, AND 1.1
 OO0702'FEET NORTHWEST OF THE FENCE.  A STANDARD DISK, STAMPED Y 34 1934 AND
 OO0702'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OO0702'NOTE-- THE MINNEAPOLIS AND ST. LOUIS RAILWAY HAS BEEN MERGED WITH THE
 OO0702'CHICAGO AND NORTHWESTERN RAILWAY ON NOVEMBER 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0222 ***********************************************************************
 OO0222  DESIGNATION -  Y 36
 OO0222  PID         -  OO0222
 OO0222  STATE/COUNTY-  IA/CHICKASAW
 OO0222  USGS QUAD   -  NEW HAMPTON (1972)
 OO0222
 OO0222                         *CURRENT SURVEY CONTROL
 OO0222  ___________________________________________________________________
 OO0222* NAD 83(1986)-  43 03 19.     (N)    092 20 38.     (W)     SCALED    
 OO0222* NAVD 88     -       351.450  (meters)    1153.05   (feet)  ADJUSTED  
 OO0222  ___________________________________________________________________
 OO0222  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 OO0222  DYNAMIC HT  -         351.349 (meters)    1152.72  (feet)  COMP
 OO0222  MODELED GRAV-     980,323.0   (mgal)                       NAVD 88
 OO0222
 OO0222  VERT ORDER  -  SECOND    CLASS 0
 OO0222
 OO0222.The horizontal coordinates were scaled from a topographic map and have
 OO0222.an estimated accuracy of +/- 6 seconds.
 OO0222
 OO0222.The orthometric height was determined by differential leveling
 OO0222.and adjusted by the National Geodetic Survey in June 1991..
 OO0222
 OO0222.The geoid height was determined by GEOID03.
 OO0222
 OO0222.The dynamic height is computed by dividing the NAVD 88
 OO0222.geopotential number by the normal gravity value computed on the
 OO0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0222.degrees latitude (g = 980.6199 gals.).
 OO0222
 OO0222.The modeled gravity was interpolated from observed gravity values.
 OO0222
 OO0222;                    North         East    Units  Estimated Accuracy
 OO0222;SPC IA N     - 1,173,400.    1,594,180.      MT  (+/- 180 meters Scaled)
 OO0222
 OO0222                          SUPERSEDED SURVEY CONTROL
 OO0222
 OO0222  NGVD 29 (??/??/92)  351.449  (m)         1153.05   (f) ADJ UNCH    2 0
 OO0222
 OO0222.Superseded values are not recommended for survey control.
 OO0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0222.See file dsdata.txt to determine how the superseded data were derived.
 OO0222
 OO0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH534671(NAD 83)
 OO0222_MARKER: DB = BENCH MARK DISK
 OO0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0222_STAMPING: Y 36 1934
 OO0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0222+STABILITY: SURFACE MOTION
 OO0222
 OO0222  HISTORY     - Date     Condition        Report By
 OO0222  HISTORY     - 1934     MONUMENTED       CGS
 OO0222
 OO0222                          STATION DESCRIPTION
 OO0222
 OO0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0222'1.4 MI W FROM NEW HAMPTON.
 OO0222'1.4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0222'RAILROAD FROM THE STATION AT NEW HAMPTON, 7 POLES EAST OF MILEPOST 71,
 OO0222'37.3 FEET NORTH OF THE NORTH RAIL, AND 6.5 FEET SOUTH OF THE
 OO0222'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Y 36 1934 AND SET IN THE
 OO0222'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0494 ***********************************************************************
 ON0494  DESIGNATION -  Y 37
 ON0494  PID         -  ON0494
 ON0494  STATE/COUNTY-  IA/ALLAMAKEE
 ON0494  USGS QUAD   -  POSTVILLE (1971)
 ON0494
 ON0494                         *CURRENT SURVEY CONTROL
 ON0494  ___________________________________________________________________
 ON0494* NAD 83(1986)-  43 05 54.     (N)    091 36 34.     (W)     SCALED    
 ON0494* NAVD 88     -       367.274  (meters)    1204.96   (feet)  ADJUSTED  
 ON0494  ___________________________________________________________________
 ON0494  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 ON0494  DYNAMIC HT  -         367.184 (meters)    1204.67  (feet)  COMP
 ON0494  MODELED GRAV-     980,365.2   (mgal)                       NAVD 88
 ON0494
 ON0494  VERT ORDER  -  SECOND    CLASS 0
 ON0494
 ON0494.The horizontal coordinates were scaled from a topographic map and have
 ON0494.an estimated accuracy of +/- 6 seconds.
 ON0494
 ON0494.The orthometric height was determined by differential leveling
 ON0494.and adjusted by the National Geodetic Survey in June 1991..
 ON0494
 ON0494.The geoid height was determined by GEOID03.
 ON0494
 ON0494.The dynamic height is computed by dividing the NAVD 88
 ON0494.geopotential number by the normal gravity value computed on the
 ON0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0494.degrees latitude (g = 980.6199 gals.).
 ON0494
 ON0494.The modeled gravity was interpolated from observed gravity values.
 ON0494
 ON0494;                    North         East    Units  Estimated Accuracy
 ON0494;SPC IA N     - 1,179,260.    1,653,900.      MT  (+/- 180 meters Scaled)
 ON0494
 ON0494                          SUPERSEDED SURVEY CONTROL
 ON0494
 ON0494  NGVD 29 (??/??/92)  367.311  (m)         1205.09   (f) ADJ UNCH    2 0
 ON0494
 ON0494.Superseded values are not recommended for survey control.
 ON0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0494.See file dsdata.txt to determine how the superseded data were derived.
 ON0494
 ON0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH131726(NAD 83)
 ON0494_MARKER: DB = BENCH MARK DISK
 ON0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0494_STAMPING: Y 37 1934
 ON0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0494+STABILITY: SURFACE MOTION
 ON0494
 ON0494  HISTORY     - Date     Condition        Report By
 ON0494  HISTORY     - 1934     MONUMENTED       CGS
 ON0494  HISTORY     - 1971     MARK NOT FOUND   USGS
 ON0494
 ON0494                          STATION DESCRIPTION
 ON0494
 ON0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0494'2.2 MI SW FROM POSTVILLE.
 ON0494'2.2 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0494'PACIFIC RAILROAD FROM THE STATION AT POSTVILLE, ALLAMAKEE COUNTY,
 ON0494'NEAR MILEPOST 27, 34 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 ON0494'46 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 55.  A
 ON0494'STANDARD DISK, STAMPED Y 37 1934 AND SET IN THE TOP OF A CONCRETE
 ON0494'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 ON0494
 ON0494                          STATION RECOVERY (1971)
 ON0494
 ON0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 ON0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0010 ***********************************************************************
 NK0010  DESIGNATION -  Y 38
 NK0010  PID         -  NK0010
 NK0010  STATE/COUNTY-  IA/BLACK HAWK
 NK0010  USGS QUAD   -  CEDAR FALLS (1980)
 NK0010
 NK0010                         *CURRENT SURVEY CONTROL
 NK0010  ___________________________________________________________________
 NK0010* NAD 83(1986)-  42 31 13.     (N)    092 23 54.     (W)     SCALED    
 NK0010* NAVD 88     -       259.016  (meters)     849.79   (feet)  ADJUSTED  
 NK0010  ___________________________________________________________________
 NK0010  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 NK0010  DYNAMIC HT  -         258.932 (meters)     849.51  (feet)  COMP
 NK0010  MODELED GRAV-     980,290.7   (mgal)                       NAVD 88
 NK0010
 NK0010  VERT ORDER  -  SECOND    CLASS 0
 NK0010
 NK0010.The horizontal coordinates were scaled from a topographic map and have
 NK0010.an estimated accuracy of +/- 6 seconds.
 NK0010
 NK0010.The orthometric height was determined by differential leveling
 NK0010.and adjusted by the National Geodetic Survey in June 1991..
 NK0010
 NK0010.The geoid height was determined by GEOID03.
 NK0010
 NK0010.The dynamic height is computed by dividing the NAVD 88
 NK0010.geopotential number by the normal gravity value computed on the
 NK0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0010.degrees latitude (g = 980.6199 gals.).
 NK0010
 NK0010.The modeled gravity was interpolated from observed gravity values.
 NK0010
 NK0010;                    North         East    Units  Estimated Accuracy
 NK0010;SPC IA N     - 1,113,920.    1,590,520.      MT  (+/- 180 meters Scaled)
 NK0010
 NK0010                          SUPERSEDED SURVEY CONTROL
 NK0010
 NK0010  NGVD 29 (??/??/92)  259.036  (m)          849.85   (f) ADJ UNCH    2 0
 NK0010
 NK0010.Superseded values are not recommended for survey control.
 NK0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0010.See file dsdata.txt to determine how the superseded data were derived.
 NK0010
 NK0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH494077(NAD 83)
 NK0010_MARKER: DB = BENCH MARK DISK
 NK0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0010_STAMPING: Y 38 1934
 NK0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0010+STABILITY: SURFACE MOTION
 NK0010
 NK0010  HISTORY     - Date     Condition        Report By
 NK0010  HISTORY     - 1934     MONUMENTED       CGS
 NK0010  HISTORY     - 1956     GOOD             NGS
 NK0010  HISTORY     - 1961     GOOD             USGS
 NK0010
 NK0010                          STATION DESCRIPTION
 NK0010
 NK0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NK0010'3.6 MI NW FROM WATERLOO.
 NK0010'3.6 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0010'RAILWAY FROM THE STATION AT WATERLOO, BLACK HAWK COUNTY, 500
 NK0010'FEET NORTHWEST OF THE CROSSING OF NORTH HACKETT ROAD, 46 FEET
 NK0010'SOUTHWEST OF THE SOUTHWEST RAIL, AND 1.8 FEET NORTHEAST OF THE
 NK0010'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Y 38 1934 AND SET
 NK0010'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 NK0010'GROUND.  NOTE-- 500 FT SHOULD BE 556 FT.
 NK0010
 NK0010                          STATION RECOVERY (1961)
 NK0010
 NK0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NK0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0260 ***********************************************************************
 OO0260  DESIGNATION -  Y 39
 OO0260  PID         -  OO0260
 OO0260  STATE/COUNTY-  IA/FLOYD
 OO0260  USGS QUAD   -  CHARLES CITY (1971)
 OO0260
 OO0260                         *CURRENT SURVEY CONTROL
 OO0260  ___________________________________________________________________
 OO0260* NAD 83(1986)-  43 06 02.     (N)    092 41 23.     (W)     SCALED    
 OO0260* NAVD 88     -       312.863  (meters)    1026.45   (feet)  ADJUSTED  
 OO0260  ___________________________________________________________________
 OO0260  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 OO0260  DYNAMIC HT  -         312.766 (meters)    1026.13  (feet)  COMP
 OO0260  MODELED GRAV-     980,301.2   (mgal)                       NAVD 88
 OO0260
 OO0260  VERT ORDER  -  SECOND    CLASS 0
 OO0260
 OO0260.The horizontal coordinates were scaled from a topographic map and have
 OO0260.an estimated accuracy of +/- 6 seconds.
 OO0260
 OO0260.The orthometric height was determined by differential leveling
 OO0260.and adjusted by the National Geodetic Survey in June 1991..
 OO0260
 OO0260.The geoid height was determined by GEOID03.
 OO0260
 OO0260.The dynamic height is computed by dividing the NAVD 88
 OO0260.geopotential number by the normal gravity value computed on the
 OO0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0260.degrees latitude (g = 980.6199 gals.).
 OO0260
 OO0260.The modeled gravity was interpolated from observed gravity values.
 OO0260
 OO0260;                    North         East    Units  Estimated Accuracy
 OO0260;SPC IA N     - 1,178,100.    1,565,960.      MT  (+/- 180 meters Scaled)
 OO0260
 OO0260                          SUPERSEDED SURVEY CONTROL
 OO0260
 OO0260  NGVD 29 (??/??/92)  312.852  (m)         1026.42   (f) ADJ UNCH    2 0
 OO0260
 OO0260.Superseded values are not recommended for survey control.
 OO0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0260.See file dsdata.txt to determine how the superseded data were derived.
 OO0260
 OO0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH252720(NAD 83)
 OO0260_MARKER: DB = BENCH MARK DISK
 OO0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0260_STAMPING: Y 39 1934
 OO0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0260+STABILITY: SURFACE MOTION
 OO0260
 OO0260  HISTORY     - Date     Condition        Report By
 OO0260  HISTORY     - 1934     MONUMENTED       CGS
 OO0260  HISTORY     - 1963     GOOD             NGS
 OO0260
 OO0260                          STATION DESCRIPTION
 OO0260
 OO0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0260'1.7 MI NW FROM CHARLES CITY.
 OO0260'1.7 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 OO0260'STATION AT CHARLES CITY, FLOYD COUNTY, 105 YARDS SOUTHEAST OF WOODEN
 OO0260'TRESTLE 43.9, 46 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 1.5 FEET
 OO0260'SOUTHWEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED Y 39
 OO0260'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 OO0260'GROUND.
 OO0260
 OO0260                          STATION RECOVERY (1963)
 OO0260
 OO0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OO0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0205 ***********************************************************************
 MH0205  DESIGNATION -  Y 4
 MH0205  PID         -  MH0205
 MH0205  STATE/COUNTY-  IA/JASPER
 MH0205  USGS QUAD   -  PRAIRIE CITY (1965)
 MH0205
 MH0205                         *CURRENT SURVEY CONTROL
 MH0205  ___________________________________________________________________
 MH0205* NAD 83(1986)-  41 35 52.     (N)    093 13 56.     (W)     SCALED    
 MH0205* NAVD 88     -       282.325  (meters)     926.26   (feet)  ADJUSTED  
 MH0205  ___________________________________________________________________
 MH0205  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 MH0205  DYNAMIC HT  -         282.205 (meters)     925.87  (feet)  COMP
 MH0205  MODELED GRAV-     980,192.4   (mgal)                       NAVD 88
 MH0205
 MH0205  VERT ORDER  -  FIRST     CLASS II
 MH0205
 MH0205.The horizontal coordinates were scaled from a topographic map and have
 MH0205.an estimated accuracy of +/- 6 seconds.
 MH0205
 MH0205.The orthometric height was determined by differential leveling
 MH0205.and adjusted by the National Geodetic Survey in June 1991..
 MH0205
 MH0205.The geoid height was determined by GEOID03.
 MH0205
 MH0205.The dynamic height is computed by dividing the NAVD 88
 MH0205.geopotential number by the normal gravity value computed on the
 MH0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0205.degrees latitude (g = 980.6199 gals.).
 MH0205
 MH0205.The modeled gravity was interpolated from observed gravity values.
 MH0205
 MH0205;                    North         East    Units  Estimated Accuracy
 MH0205;SPC IA S     -   177,470.      522,320.      MT  (+/- 180 meters Scaled)
 MH0205
 MH0205                          SUPERSEDED SURVEY CONTROL
 MH0205
 MH0205  NGVD 29 (??/??/92)  282.285  (m)          926.13   (f) ADJ UNCH    1 2
 MH0205
 MH0205.Superseded values are not recommended for survey control.
 MH0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0205.See file dsdata.txt to determine how the superseded data were derived.
 MH0205
 MH0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG806051(NAD 83)
 MH0205_MARKER: DB = BENCH MARK DISK
 MH0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0205_STAMPING: 926.130 Y 4 1930
 MH0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0205+STABILITY: SURFACE MOTION
 MH0205
 MH0205  HISTORY     - Date     Condition        Report By
 MH0205  HISTORY     - 1930     MONUMENTED       CGS
 MH0205  HISTORY     - 1934     GOOD             NGS
 MH0205
 MH0205                          STATION DESCRIPTION
 MH0205
 MH0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0205'0.4 MI E FROM PRAIRIE CITY.
 MH0205'0.4 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MH0205'FROM PRAIRIE CITY, JASPER COUNTY, 550 FEET EAST OF A STREET
 MH0205'CROSSING NEAR A SCHOOLHOUSE, 75 FEET EAST OF A POWERLINE POLE
 MH0205'AT A CURVE IN THE ROW OF POLES, AND 41 FEET NORTH OF THE CENTERLINE
 MH0205'OF THE TRACK.  A STANDARD DISK, STAMPED 926.130 Y 4 1930 AND
 MH0205'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0303 ***********************************************************************
 OO0303  DESIGNATION -  Y 40
 OO0303  PID         -  OO0303
 OO0303  STATE/COUNTY-  IA/MITCHELL
 OO0303  USGS QUAD   -  NEW HAVEN (1972)
 OO0303
 OO0303                         *CURRENT SURVEY CONTROL
 OO0303  ___________________________________________________________________
 OO0303* NAD 83(1986)-  43 21 51.     (N)    092 44 35.     (W)     SCALED    
 OO0303* NAVD 88     -       367.373  (meters)    1205.29   (feet)  ADJUSTED  
 OO0303  ___________________________________________________________________
 OO0303  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 OO0303  DYNAMIC HT  -         367.273 (meters)    1204.96  (feet)  COMP
 OO0303  MODELED GRAV-     980,337.7   (mgal)                       NAVD 88
 OO0303
 OO0303  VERT ORDER  -  SECOND    CLASS 0
 OO0303
 OO0303.The horizontal coordinates were scaled from a topographic map and have
 OO0303.an estimated accuracy of +/- 6 seconds.
 OO0303
 OO0303.The orthometric height was determined by differential leveling
 OO0303.and adjusted by the National Geodetic Survey in June 1991..
 OO0303
 OO0303.The geoid height was determined by GEOID03.
 OO0303
 OO0303.The dynamic height is computed by dividing the NAVD 88
 OO0303.geopotential number by the normal gravity value computed on the
 OO0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0303.degrees latitude (g = 980.6199 gals.).
 OO0303
 OO0303.The modeled gravity was interpolated from observed gravity values.
 OO0303
 OO0303;                    North         East    Units  Estimated Accuracy
 OO0303;SPC IA N     - 1,207,350.    1,561,360.      MT  (+/- 180 meters Scaled)
 OO0303
 OO0303                          SUPERSEDED SURVEY CONTROL
 OO0303
 OO0303  NGVD 29 (??/??/92)  367.361  (m)         1205.25   (f) ADJ UNCH    2 0
 OO0303
 OO0303.Superseded values are not recommended for survey control.
 OO0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0303.See file dsdata.txt to determine how the superseded data were derived.
 OO0303
 OO0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ208012(NAD 83)
 OO0303_MARKER: DB = BENCH MARK DISK
 OO0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0303_STAMPING: Y 40 1934
 OO0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0303+STABILITY: SURFACE MOTION
 OO0303
 OO0303  HISTORY     - Date     Condition        Report By
 OO0303  HISTORY     - 1934     MONUMENTED       CGS
 OO0303  HISTORY     - 1971     MARK NOT FOUND   USGS
 OO0303
 OO0303                          STATION DESCRIPTION
 OO0303
 OO0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0303'1.6 MI SW FROM LITTLE CEDAR.
 OO0303'1.6 MILES SOUTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0303'STATION AT LITTLE CEDAR, MITCHELL COUNTY, 50 YARDS NORTHEAST OF
 OO0303'MILEPOST 202, 45 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 OO0303'TRACK, 59 FEET NORTHEAST OF A FENCE CORNER, AND 1.5 FEET NORTHWEST OF
 OO0303'THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED Y 40 1934 AND SET IN
 OO0303'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND. NOTE--
 OO0303'RAILROAD IS NOW ABANDONED, LAND IS NOW UNDER CULTIVATION.
 OO0303
 OO0303                          STATION RECOVERY (1971)
 OO0303
 OO0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OO0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0252 ***********************************************************************
 OO0252  DESIGNATION -  Y 41
 OO0252  PID         -  OO0252
 OO0252  STATE/COUNTY-  IA/HOWARD
 OO0252  USGS QUAD   -  CRESCO SE (1981)
 OO0252
 OO0252                         *CURRENT SURVEY CONTROL
 OO0252  ___________________________________________________________________
 OO0252* NAD 83(1986)-  43 21 48.     (N)    092 04 51.     (W)     SCALED    
 OO0252* NAVD 88     -       390.456  (meters)    1281.02   (feet)  ADJUSTED  
 OO0252  ___________________________________________________________________
 OO0252  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 OO0252  DYNAMIC HT  -         390.359 (meters)    1280.70  (feet)  COMP
 OO0252  MODELED GRAV-     980,358.4   (mgal)                       NAVD 88
 OO0252
 OO0252  VERT ORDER  -  SECOND    CLASS 0
 OO0252
 OO0252.The horizontal coordinates were scaled from a topographic map and have
 OO0252.an estimated accuracy of +/- 6 seconds.
 OO0252
 OO0252.The orthometric height was determined by differential leveling
 OO0252.and adjusted by the National Geodetic Survey in June 1991..
 OO0252
 OO0252.The geoid height was determined by GEOID03.
 OO0252
 OO0252.The dynamic height is computed by dividing the NAVD 88
 OO0252.geopotential number by the normal gravity value computed on the
 OO0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0252.degrees latitude (g = 980.6199 gals.).
 OO0252
 OO0252.The modeled gravity was interpolated from observed gravity values.
 OO0252
 OO0252;                    North         East    Units  Estimated Accuracy
 OO0252;SPC IA N     - 1,207,950.    1,615,030.      MT  (+/- 180 meters Scaled)
 OO0252
 OO0252                          SUPERSEDED SURVEY CONTROL
 OO0252
 OO0252  NGVD 29 (??/??/92)  390.454  (m)         1281.01   (f) ADJ UNCH    2 0
 OO0252
 OO0252.Superseded values are not recommended for survey control.
 OO0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0252.See file dsdata.txt to determine how the superseded data were derived.
 OO0252
 OO0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ744015(NAD 83)
 OO0252_MARKER: DB = BENCH MARK DISK
 OO0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0252_STAMPING: Y 41 1934
 OO0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0252+STABILITY: SURFACE MOTION
 OO0252
 OO0252  HISTORY     - Date     Condition        Report By
 OO0252  HISTORY     - 1934     MONUMENTED       CGS
 OO0252  HISTORY     - 1974     MARK NOT FOUND   NGS
 OO0252  HISTORY     - 1977     MARK NOT FOUND   USGS
 OO0252
 OO0252                          STATION DESCRIPTION
 OO0252
 OO0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0252'1.8 MI SE FROM CRESCO.
 OO0252'1.8 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0252'RAILROAD FROM THE STATION AT CRESCO, HOWARD COUNTY, 35 FEET NORTHWEST
 OO0252'OF THE CENTER OF A ROAD CROSSING, 33 FEET SOUTHWEST OF THE SOUTHWEST
 OO0252'RAIL, 22.3 FEET NORTH OF THE CORNER POST OF A FENCE, AND IN LINE WITH
 OO0252'A ROW OF POLES.  A STANDARD DISK, STAMPED Y 41 1934 AND SET IN THE TOP
 OO0252'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 OO0252
 OO0252                          STATION RECOVERY (1974)
 OO0252
 OO0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OO0252'MARK NOT FOUND.
 OO0252
 OO0252                          STATION RECOVERY (1977)
 OO0252
 OO0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OO0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0065 ***********************************************************************
 MH0065  DESIGNATION -  Y 5
 MH0065  PID         -  MH0065
 MH0065  STATE/COUNTY-  IA/WAPELLO
 MH0065  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0065
 MH0065                         *CURRENT SURVEY CONTROL
 MH0065  ___________________________________________________________________
 MH0065* NAD 83(1986)-  41 04 01.     (N)    092 29 24.     (W)     SCALED    
 MH0065* NAVD 88     -       200.712  (meters)     658.50   (feet)  ADJUSTED  
 MH0065  ___________________________________________________________________
 MH0065  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 MH0065  DYNAMIC HT  -         200.621 (meters)     658.20  (feet)  COMP
 MH0065  MODELED GRAV-     980,168.7   (mgal)                       NAVD 88
 MH0065
 MH0065  VERT ORDER  -  FIRST     CLASS II
 MH0065
 MH0065.The horizontal coordinates were scaled from a topographic map and have
 MH0065.an estimated accuracy of +/- 6 seconds.
 MH0065
 MH0065.The orthometric height was determined by differential leveling
 MH0065.and adjusted by the National Geodetic Survey in June 1991..
 MH0065
 MH0065.The geoid height was determined by GEOID03.
 MH0065
 MH0065.The dynamic height is computed by dividing the NAVD 88
 MH0065.geopotential number by the normal gravity value computed on the
 MH0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0065.degrees latitude (g = 980.6199 gals.).
 MH0065
 MH0065.The modeled gravity was interpolated from observed gravity values.
 MH0065
 MH0065;                    North         East    Units  Estimated Accuracy
 MH0065;SPC IA S     -   118,980.      584,880.      MT  (+/- 180 meters Scaled)
 MH0065
 MH0065                          SUPERSEDED SURVEY CONTROL
 MH0065
 MH0065  NGVD 29 (??/??/92)  200.697  (m)          658.45   (f) ADJ UNCH    1 2
 MH0065
 MH0065.Superseded values are not recommended for survey control.
 MH0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0065.See file dsdata.txt to determine how the superseded data were derived.
 MH0065
 MH0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF428463(NAD 83)
 MH0065_MARKER: DB = BENCH MARK DISK
 MH0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0065_STAMPING: 658.453 Y 5 1930
 MH0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0065+STABILITY: SURFACE MOTION
 MH0065
 MH0065  HISTORY     - Date     Condition        Report By
 MH0065  HISTORY     - 1930     MONUMENTED       CGS
 MH0065  HISTORY     - 1934     GOOD             NGS
 MH0065  HISTORY     - 1984     MARK NOT FOUND   NGS
 MH0065
 MH0065                          STATION DESCRIPTION
 MH0065
 MH0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0065'5 MI NW FROM OTTUMWA.
 MH0065'5.0 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0065'RAILWAY FROM OTTUMWA, WAPELLO COUNTY, AT POWER-TRANSMISSION LINE
 MH0065'POLE 166, 46 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, NEAR
 MH0065'A GATE TO A PRIVATE ROAD, AND 3 FEET SOUTHEAST OF A FENCE CORNER.
 MH0065'A STANDARD DISK, STAMPED 658.453 Y 5 1930 AND SET IN THE TOP OF A
 MH0065'CONCRETE POST.
 MH0065
 MH0065                          STATION RECOVERY (1984)
 MH0065
 MH0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MH0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0473 ***********************************************************************
 MG0473  DESIGNATION -  Y 6
 MG0473  PID         -  MG0473
 MG0473  STATE/COUNTY-  IA/WASHINGTON
 MG0473  USGS QUAD   -  WASHINGTON (1969)
 MG0473
 MG0473                         *CURRENT SURVEY CONTROL
 MG0473  ___________________________________________________________________
 MG0473* NAD 83(1986)-  41 18 00.     (N)    091 41 35.     (W)     SCALED    
 MG0473* NAVD 88     -       232.083  (meters)     761.43   (feet)  ADJUSTED  
 MG0473  ___________________________________________________________________
 MG0473  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0473  DYNAMIC HT  -         231.985 (meters)     761.10  (feet)  COMP
 MG0473  MODELED GRAV-     980,194.3   (mgal)                       NAVD 88
 MG0473
 MG0473  VERT ORDER  -  FIRST     CLASS II
 MG0473
 MG0473.The horizontal coordinates were scaled from a topographic map and have
 MG0473.an estimated accuracy of +/- 6 seconds.
 MG0473
 MG0473.The orthometric height was determined by differential leveling
 MG0473.and adjusted by the National Geodetic Survey in June 1991..
 MG0473
 MG0473.The geoid height was determined by GEOID03.
 MG0473
 MG0473.The dynamic height is computed by dividing the NAVD 88
 MG0473.geopotential number by the normal gravity value computed on the
 MG0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0473.degrees latitude (g = 980.6199 gals.).
 MG0473
 MG0473.The modeled gravity was interpolated from observed gravity values.
 MG0473
 MG0473;                    North         East    Units  Estimated Accuracy
 MG0473;SPC IA S     -   145,940.      651,320.      MT  (+/- 180 meters Scaled)
 MG0473
 MG0473                          SUPERSEDED SURVEY CONTROL
 MG0473
 MG0473  NGVD 29 (??/??/92)  232.117  (m)          761.54   (f) ADJ UNCH    1 2
 MG0473
 MG0473.Superseded values are not recommended for survey control.
 MG0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0473.See file dsdata.txt to determine how the superseded data were derived.
 MG0473
 MG0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF094728(NAD 83)
 MG0473_MARKER: DB = BENCH MARK DISK
 MG0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0473_SP_SET: STEP
 MG0473_STAMPING: 761.537 Y 6 1930
 MG0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0473
 MG0473  HISTORY     - Date     Condition        Report By
 MG0473  HISTORY     - 1930     MONUMENTED       CGS
 MG0473  HISTORY     - 1941     GOOD             NGS
 MG0473
 MG0473                          STATION DESCRIPTION
 MG0473
 MG0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0473'AT WASHINGTON.
 MG0473'AT WASHINGTON, AT THE EAST FRONT DOOR OF THE POST OFFICE,
 MG0473'NORTH OF THE STEPS, AND IN THE BANISTER.  A STANDARD DISK,
 MG0473'STAMPED 761.537 Y 6 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0189 ***********************************************************************
 LE0189  DESIGNATION -  Y 7
 LE0189  PID         -  LE0189
 LE0189  STATE/COUNTY-  IA/APPANOOSE
 LE0189  USGS QUAD   -  MENDOTA (1979)
 LE0189
 LE0189                         *CURRENT SURVEY CONTROL
 LE0189  ___________________________________________________________________
 LE0189* NAD 83(1986)-  40 36 31.     (N)    092 55 52.     (W)     SCALED    
 LE0189* NAVD 88     -       283.014  (meters)     928.52   (feet)  ADJUSTED  
 LE0189  ___________________________________________________________________
 LE0189  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LE0189  DYNAMIC HT  -         282.871 (meters)     928.05  (feet)  COMP
 LE0189  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 LE0189
 LE0189  VERT ORDER  -  FIRST     CLASS II
 LE0189
 LE0189.The horizontal coordinates were scaled from a topographic map and have
 LE0189.an estimated accuracy of +/- 6 seconds.
 LE0189
 LE0189.The orthometric height was determined by differential leveling
 LE0189.and adjusted by the National Geodetic Survey in June 1991..
 LE0189
 LE0189.The geoid height was determined by GEOID03.
 LE0189
 LE0189.The dynamic height is computed by dividing the NAVD 88
 LE0189.geopotential number by the normal gravity value computed on the
 LE0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0189.degrees latitude (g = 980.6199 gals.).
 LE0189
 LE0189.The modeled gravity was interpolated from observed gravity values.
 LE0189
 LE0189;                    North         East    Units  Estimated Accuracy
 LE0189;SPC IA S     -    67,740.      548,150.      MT  (+/- 180 meters Scaled)
 LE0189
 LE0189                          SUPERSEDED SURVEY CONTROL
 LE0189
 LE0189  NGVD 29 (??/??/92)  282.994  (m)          928.46   (f) ADJ UNCH    1 2
 LE0189
 LE0189.Superseded values are not recommended for survey control.
 LE0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0189.See file dsdata.txt to determine how the superseded data were derived.
 LE0189
 LE0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE058953(NAD 83)
 LE0189_MARKER: DB = BENCH MARK DISK
 LE0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0189_STAMPING: 928.315 Y 7 1930
 LE0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0189+STABILITY: SURFACE MOTION
 LE0189
 LE0189  HISTORY     - Date     Condition        Report By
 LE0189  HISTORY     - 1930     MONUMENTED       CGS
 LE0189  HISTORY     - 1934     GOOD             NGS
 LE0189
 LE0189                          STATION DESCRIPTION
 LE0189
 LE0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LE0189'2 MI S FROM CINCINNATI.
 LE0189'2.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0189'RAILROAD FROM CINCINNATI, APPANOOSE COUNTY, ON THE SOUTHWARD
 LE0189'SLOPE OF A HILL, 55 FEET SOUTH OF A CROSS ROAD, 24 FEET WEST
 LE0189'OF THE CENTERLINE OF THE TRACK, AND 8 FEET NORTHEAST OF A POLE.
 LE0189'A STANDARD DISK, STAMPED 928.315 Y 7 1930 AND SET IN THE TOP OF
 LE0189'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0347 ***********************************************************************
 MG0347  DESIGNATION -  Y 70
 MG0347  PID         -  MG0347
 MG0347  STATE/COUNTY-  IA/CEDAR
 MG0347  USGS QUAD   -  OXFORD JUNCTION (1980)
 MG0347
 MG0347                         *CURRENT SURVEY CONTROL
 MG0347  ___________________________________________________________________
 MG0347* NAD 83(1986)-  41 54 20.     (N)    090 53 30.     (W)     SCALED    
 MG0347* NAVD 88     -       214.102  (meters)     702.43   (feet)  ADJUSTED  
 MG0347  ___________________________________________________________________
 MG0347  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 MG0347  DYNAMIC HT  -         214.026 (meters)     702.18  (feet)  COMP
 MG0347  MODELED GRAV-     980,263.3   (mgal)                       NAVD 88
 MG0347
 MG0347  VERT ORDER  -  SECOND    CLASS 0
 MG0347
 MG0347.The horizontal coordinates were scaled from a topographic map and have
 MG0347.an estimated accuracy of +/- 6 seconds.
 MG0347
 MG0347.The orthometric height was determined by differential leveling
 MG0347.and adjusted by the National Geodetic Survey in June 1991..
 MG0347
 MG0347.The geoid height was determined by GEOID03.
 MG0347
 MG0347.The dynamic height is computed by dividing the NAVD 88
 MG0347.geopotential number by the normal gravity value computed on the
 MG0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0347.degrees latitude (g = 980.6199 gals.).
 MG0347
 MG0347.The modeled gravity was interpolated from observed gravity values.
 MG0347
 MG0347;                    North         East    Units  Estimated Accuracy
 MG0347;SPC IA S     -   214,860.      716,390.      MT  (+/- 180 meters Scaled)
 MG0347
 MG0347                          SUPERSEDED SURVEY CONTROL
 MG0347
 MG0347  NGVD 29 (??/??/92)  214.142  (m)          702.56   (f) ADJ UNCH    2 0
 MG0347
 MG0347.Superseded values are not recommended for survey control.
 MG0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0347.See file dsdata.txt to determine how the superseded data were derived.
 MG0347
 MG0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG748414(NAD 83)
 MG0347_MARKER: DB = BENCH MARK DISK
 MG0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0347_SP_SET: ABUTMENT
 MG0347_STAMPING: Y 70 1934
 MG0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0347
 MG0347  HISTORY     - Date     Condition        Report By
 MG0347  HISTORY     - 1934     MONUMENTED       CGS
 MG0347  HISTORY     - 1962     POOR             NGS
 MG0347  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0347  HISTORY     - 20050404 POOR             GEOCAC
 MG0347
 MG0347                          STATION DESCRIPTION
 MG0347
 MG0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0347'1.7 MI NE FROM TORONTO.
 MG0347'IN CEDAR COUNTY, 1.7 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE,
 MG0347'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT TORONTO,
 MG0347'CLINTON COUNTY, 17 POLES EAST OF MILEPOST 38, AT A 65-FOOT
 MG0347'STEEL BRIDGE, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 MG0347'ABUTMENT, 10 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 MG0347'ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Y
 MG0347'70 1934.
 MG0347
 MG0347                          STATION RECOVERY (1962)
 MG0347
 MG0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MG0347'MARK RECOVERED IN POOR CONDITION.
 MG0347
 MG0347                          STATION RECOVERY (1998)
 MG0347
 MG0347'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0347'MARK NOT FOUND.
 MG0347
 MG0347                          STATION RECOVERY (2005)
 MG0347
 MG0347'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 MG0347'NEW DESCRIPTION-- THE RAILROAD HAS BEEN TORN OUT AND THERE IS NO
 MG0347'RAILROAD BRIDGE AT THIS LOCATION.  THE STEM IS THERE BUT THE DISK IS
 MG0347'GONE. THE ABUTMENT THAT IS LOCATED IN A PASTURE.  THE DISK IS MISSING.
 MG0347' 
 MG0347' 
 MG0347'TO REACH THE MARK, FROM THE CORNER OF THE CEDAR - CLINTON COUNTY LINE
 MG0347'ROAD AND MASSILLON ROAD, GO EAST 0.15 MILES, OR FROM TORONTO, GO WEST
 MG0347'1.65 MILES ON MASSILLON ROAD. MARK IS ABOUT 90 FEET NORTH OF THE
 MG0347'CENTERLINE OF MASSILLON ROAD ON THE EAST SIDE OF THE CREEK.
 MG0347' 
 MG0347'NOTE THAT THIS BENCHMARK IS IN CLINTON COUNTY.
 MG0347' 
 MG0347'HANDHELD COORDINATES -- 41 54 21.0 (N)  090 53 43.8 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0525 ***********************************************************************
 NJ0525  DESIGNATION -  Y 71
 NJ0525  PID         -  NJ0525
 NJ0525  STATE/COUNTY-  IA/DELAWARE
 NJ0525  USGS QUAD   -  HOPKINTON EAST (1966)
 NJ0525
 NJ0525                         *CURRENT SURVEY CONTROL
 NJ0525  ___________________________________________________________________
 NJ0525* NAD 83(1986)-  42 20 42.     (N)    091 14 36.     (W)     SCALED    
 NJ0525* NAVD 88     -       273.777  (meters)     898.22   (feet)  ADJUSTED  
 NJ0525  ___________________________________________________________________
 NJ0525  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 NJ0525  DYNAMIC HT  -         273.687 (meters)     897.92  (feet)  COMP
 NJ0525  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 NJ0525
 NJ0525  VERT ORDER  -  SECOND    CLASS 0
 NJ0525
 NJ0525.The horizontal coordinates were scaled from a topographic map and have
 NJ0525.an estimated accuracy of +/- 6 seconds.
 NJ0525
 NJ0525.The orthometric height was determined by differential leveling
 NJ0525.and adjusted by the National Geodetic Survey in June 1991..
 NJ0525
 NJ0525.The geoid height was determined by GEOID03.
 NJ0525
 NJ0525.The dynamic height is computed by dividing the NAVD 88
 NJ0525.geopotential number by the normal gravity value computed on the
 NJ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0525.degrees latitude (g = 980.6199 gals.).
 NJ0525
 NJ0525.The modeled gravity was interpolated from observed gravity values.
 NJ0525
 NJ0525;                    North         East    Units  Estimated Accuracy
 NJ0525;SPC IA N     - 1,096,340.    1,685,920.      MT  (+/- 180 meters Scaled)
 NJ0525
 NJ0525                          SUPERSEDED SURVEY CONTROL
 NJ0525
 NJ0525  NGVD 29 (??/??/92)  273.807  (m)          898.32   (f) ADJ UNCH    2 0
 NJ0525
 NJ0525.Superseded values are not recommended for survey control.
 NJ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0525.See file dsdata.txt to determine how the superseded data were derived.
 NJ0525
 NJ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG446895(NAD 83)
 NJ0525_MARKER: DB = BENCH MARK DISK
 NJ0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0525_SP_SET: MONUMENT BASE
 NJ0525_STAMPING: Y 71 1934
 NJ0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0525+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2005
 NJ0525
 NJ0525  HISTORY     - Date     Condition        Report By
 NJ0525  HISTORY     - 1934     MONUMENTED       CGS
 NJ0525  HISTORY     - 20050911 GOOD             GEOCAC
 NJ0525
 NJ0525                          STATION DESCRIPTION
 NJ0525
 NJ0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0525'AT HOPKINTON.
 NJ0525'AT HOPKINTON, DELAWARE COUNTY, 1 BLOCK NORTHEAST OF THE CHICAGO,
 NJ0525'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, AT THE LENNOX COLLEGE
 NJ0525'CAMPUS, AT A CIVIL WAR MONUMENT, AND IN THE TOP OF THE SOUTH
 NJ0525'SIDE OF THE STONE BASE.  A STANDARD DISK, STAMPED Y 71 1934.
 NJ0525
 NJ0525                          STATION RECOVERY (2005)
 NJ0525
 NJ0525'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0525'RAILROAD HAS BEEN ABANDONED AND DISMANTLED. OTHERWISE THE MARK IS AS
 NJ0525'DESCRIBED AND IN GOOD CONDITION.
 NJ0525' 
 NJ0525'SURROUNDING TREES BLOCK GPS RECEPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0227 ***********************************************************************
 NJ0227  DESIGNATION -  Y 72
 NJ0227  PID         -  NJ0227
 NJ0227  STATE/COUNTY-  IA/DUBUQUE
 NJ0227  USGS QUAD   -  EPWORTH (1966)
 NJ0227
 NJ0227                         *CURRENT SURVEY CONTROL
 NJ0227  ___________________________________________________________________
 NJ0227* NAD 83(1986)-  42 27 39.     (N)    090 57 12.     (W)     SCALED    
 NJ0227* NAVD 88     -       279.993  (meters)     918.61   (feet)  ADJUSTED  
 NJ0227  ___________________________________________________________________
 NJ0227  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 NJ0227  DYNAMIC HT  -         279.903 (meters)     918.32  (feet)  COMP
 NJ0227  MODELED GRAV-     980,292.0   (mgal)                       NAVD 88
 NJ0227
 NJ0227  VERT ORDER  -  SECOND    CLASS 0
 NJ0227
 NJ0227.The horizontal coordinates were scaled from a topographic map and have
 NJ0227.an estimated accuracy of +/- 6 seconds.
 NJ0227
 NJ0227.The orthometric height was determined by differential leveling
 NJ0227.and adjusted by the National Geodetic Survey in June 1991..
 NJ0227
 NJ0227.The geoid height was determined by GEOID03.
 NJ0227
 NJ0227.The dynamic height is computed by dividing the NAVD 88
 NJ0227.geopotential number by the normal gravity value computed on the
 NJ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0227.degrees latitude (g = 980.6199 gals.).
 NJ0227
 NJ0227.The modeled gravity was interpolated from observed gravity values.
 NJ0227
 NJ0227;                    North         East    Units  Estimated Accuracy
 NJ0227;SPC IA N     - 1,109,880.    1,709,420.      MT  (+/- 180 meters Scaled)
 NJ0227
 NJ0227                          SUPERSEDED SURVEY CONTROL
 NJ0227
 NJ0227  NGVD 29 (??/??/92)  280.025  (m)          918.72   (f) ADJ UNCH    2 0
 NJ0227
 NJ0227.Superseded values are not recommended for survey control.
 NJ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0227.See file dsdata.txt to determine how the superseded data were derived.
 NJ0227
 NJ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH682029(NAD 83)
 NJ0227_MARKER: DB = BENCH MARK DISK
 NJ0227_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0227_SP_SET: ROCK CUT
 NJ0227_STAMPING: Y 72 1934
 NJ0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0227+STABILITY: POSITION/ELEVATION WELL
 NJ0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0227+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 NJ0227
 NJ0227  HISTORY     - Date     Condition        Report By
 NJ0227  HISTORY     - 1934     MONUMENTED       CGS
 NJ0227  HISTORY     - 20060910 GOOD             GEOCAC
 NJ0227
 NJ0227                          STATION DESCRIPTION
 NJ0227
 NJ0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0227'1.4 MI SW FROM KIDDER.
 NJ0227'1.4 MILES SOUTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NJ0227'FROM THE STATION AT KIDDER, DUBUQUE COUNTY, 55 YARDS WEST OF
 NJ0227'MILEPOST 193, AT THE MIDDLE OF A DEEP CUT IN SANDY LIMESTONE
 NJ0227'OUTCROP, AT A PUBLIC ROAD, CROSSING, 172 YARDS EAST OF THE
 NJ0227'CENTERLINE OF THE ROAD, 9 FEET NORTH OF THE CENTERLINE OF THE
 NJ0227'TRACK, AT THE BASE OF A LARGE V-SHAPED TRACK WITH POINT NEAREST
 NJ0227'TO THE NORTH SIDE OF THE TRACK, AND 1-1/2 FEET HIGHER THAN THE
 NJ0227'TRACK.  A STANDARD DISK, STAMPED Y 72 1934.
 NJ0227
 NJ0227                          STATION RECOVERY (2006)
 NJ0227
 NJ0227'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0227'RAILROAD IS DISMANTLED AND RIGHT OF WAY IS NOW A COUNTY
 NJ0227'BICYCLE/WALKING TRAIL CALLED HERITAGE TRAIL. MARK IS LOCATED ABOUT 192
 NJ0227'YARDS EAST OF THE CROSSING OF FISH POND ROAD AND ABOUT 35 YARDS WEST
 NJ0227'OF HERITAGE TRAIL MP 17 AT THE BASE OF A POINT OF A ROCK OUTCROP AND
 NJ0227'TO THE LEFT OF A CRACK IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0614 ***********************************************************************
 NJ0614  DESIGNATION -  Y 73
 NJ0614  PID         -  NJ0614
 NJ0614  STATE/COUNTY-  IA/BUCHANAN
 NJ0614  USGS QUAD   -  STANLEY (1981)
 NJ0614
 NJ0614                         *CURRENT SURVEY CONTROL
 NJ0614  ___________________________________________________________________
 NJ0614* NAD 83(1986)-  42 37 36.     (N)    091 45 24.     (W)     SCALED    
 NJ0614* NAVD 88     -       335.217  (meters)    1099.79   (feet)  ADJUSTED  
 NJ0614  ___________________________________________________________________
 NJ0614  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 NJ0614  DYNAMIC HT  -         335.118 (meters)    1099.47  (feet)  COMP
 NJ0614  MODELED GRAV-     980,317.2   (mgal)                       NAVD 88
 NJ0614
 NJ0614  VERT ORDER  -  SECOND    CLASS 0
 NJ0614
 NJ0614.The horizontal coordinates were scaled from a topographic map and have
 NJ0614.an estimated accuracy of +/- 6 seconds.
 NJ0614
 NJ0614.The orthometric height was determined by differential leveling
 NJ0614.and adjusted by the National Geodetic Survey in June 1991..
 NJ0614
 NJ0614.The geoid height was determined by GEOID03.
 NJ0614
 NJ0614.The dynamic height is computed by dividing the NAVD 88
 NJ0614.geopotential number by the normal gravity value computed on the
 NJ0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0614.degrees latitude (g = 980.6199 gals.).
 NJ0614
 NJ0614.The modeled gravity was interpolated from observed gravity values.
 NJ0614
 NJ0614;                    North         East    Units  Estimated Accuracy
 NJ0614;SPC IA N     - 1,126,620.    1,642,990.      MT  (+/- 180 meters Scaled)
 NJ0614
 NJ0614                          SUPERSEDED SURVEY CONTROL
 NJ0614
 NJ0614  NGVD 29 (??/??/92)  335.245  (m)         1099.88   (f) ADJ UNCH    2 0
 NJ0614
 NJ0614.Superseded values are not recommended for survey control.
 NJ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0614.See file dsdata.txt to determine how the superseded data were derived.
 NJ0614
 NJ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH019201(NAD 83)
 NJ0614_MARKER: DB = BENCH MARK DISK
 NJ0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0614_SP_SET: ABUTMENT
 NJ0614_STAMPING: Y 73 1934
 NJ0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0614
 NJ0614  HISTORY     - Date     Condition        Report By
 NJ0614  HISTORY     - 1934     MONUMENTED       CGS
 NJ0614
 NJ0614                          STATION DESCRIPTION
 NJ0614
 NJ0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0614'1.6 MI NW FROM AURORA.
 NJ0614'1.6 MILES NORTHWEST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NJ0614'FROM THE STATION AT AURORA, BUCHANAN COUNTY, 22 POLES NORTHWEST
 NJ0614'OF MILEPOST 236, AT A 75-FOOT STEEL BRIDGE, IN THE TOP OF THE
 NJ0614'SOUTH END OF THE WEST CONCRETE ABUTMENT, 10 FEET SOUTH OF THE
 NJ0614'CENTERLINE OF THE SOUTH TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 NJ0614'TRACK.  A STANDARD DISK, STAMPED Y 73 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0627 ***********************************************************************
 NJ0627  DESIGNATION -  Y 74
 NJ0627  PID         -  NJ0627
 NJ0627  STATE/COUNTY-  IA/BUCHANAN
 NJ0627  USGS QUAD   -  HAZLETON (1981)
 NJ0627
 NJ0627                         *CURRENT SURVEY CONTROL
 NJ0627  ___________________________________________________________________
 NJ0627* NAD 83(1986)-  42 31 10.     (N)    091 54 22.     (W)     SCALED    
 NJ0627* NAVD 88     -       288.271  (meters)     945.77   (feet)  ADJUSTED  
 NJ0627  ___________________________________________________________________
 NJ0627  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 NJ0627  DYNAMIC HT  -         288.184 (meters)     945.48  (feet)  COMP
 NJ0627  MODELED GRAV-     980,313.7   (mgal)                       NAVD 88
 NJ0627
 NJ0627  VERT ORDER  -  SECOND    CLASS 0
 NJ0627
 NJ0627.The horizontal coordinates were scaled from a topographic map and have
 NJ0627.an estimated accuracy of +/- 6 seconds.
 NJ0627
 NJ0627.The orthometric height was determined by differential leveling
 NJ0627.and adjusted by the National Geodetic Survey in June 1991..
 NJ0627
 NJ0627.The geoid height was determined by GEOID03.
 NJ0627
 NJ0627.The dynamic height is computed by dividing the NAVD 88
 NJ0627.geopotential number by the normal gravity value computed on the
 NJ0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0627.degrees latitude (g = 980.6199 gals.).
 NJ0627
 NJ0627.The modeled gravity was interpolated from observed gravity values.
 NJ0627
 NJ0627;                    North         East    Units  Estimated Accuracy
 NJ0627;SPC IA N     - 1,114,470.    1,630,960.      MT  (+/- 180 meters Scaled)
 NJ0627
 NJ0627                          SUPERSEDED SURVEY CONTROL
 NJ0627
 NJ0627  NGVD 29 (??/??/92)  288.301  (m)          945.87   (f) ADJ UNCH    2 0
 NJ0627
 NJ0627.Superseded values are not recommended for survey control.
 NJ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0627.See file dsdata.txt to determine how the superseded data were derived.
 NJ0627
 NJ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH898080(NAD 83)
 NJ0627_MARKER: DB = BENCH MARK DISK
 NJ0627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0627_SP_SET: BRIDGE FLOOR
 NJ0627_STAMPING: Y 74 1934
 NJ0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0627
 NJ0627  HISTORY     - Date     Condition        Report By
 NJ0627  HISTORY     - 1934     MONUMENTED       CGS
 NJ0627  HISTORY     - 1980     MARK NOT FOUND   IAHD
 NJ0627
 NJ0627                          STATION DESCRIPTION
 NJ0627
 NJ0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0627'3.7 MI NW FROM INDEPENDENCE.
 NJ0627'3.7 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0627'RAILWAY FROM THE STATION AT INDEPENDENCE, BUCHANAN COUNTY, 17
 NJ0627'POLES NORTH OF MILEPOST 42, 400 FEET WEST OF THE CENTERLINE
 NJ0627'OF THE TRACK, AT AN 18-FOOT CONCRETE HIGHWAY BRIDGE, IN THE
 NJ0627'TOP OF THE SOUTHEAST CORNER OF THE FLOOR, 0.5 FOOT WEST OF THE
 NJ0627'EAST EDGE, 4 INCHES NORTH OF THE EAST END OF THE GUARD RAIL,
 NJ0627'AND 10 FEET NORTH OF THE CENTERLINE OF A ROAD.  A STANDARD DISK,
 NJ0627'STAMPED Y 74 1934.
 NJ0627
 NJ0627                          STATION RECOVERY (1980)
 NJ0627
 NJ0627'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1980
 NJ0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0582 ***********************************************************************
 NJ0582  DESIGNATION -  Y 75
 NJ0582  PID         -  NJ0582
 NJ0582  STATE/COUNTY-  IA/LINN
 NJ0582  USGS QUAD   -  CEDAR RAPIDS NORTH (1994)
 NJ0582
 NJ0582                         *CURRENT SURVEY CONTROL
 NJ0582  ___________________________________________________________________
 NJ0582* NAD 83(1986)-  42 01 08.     (N)    091 43 15.     (W)     SCALED    
 NJ0582* NAVD 88     -       229.494  (meters)     752.93   (feet)  ADJUSTED  
 NJ0582  ___________________________________________________________________
 NJ0582  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 NJ0582  DYNAMIC HT  -         229.412 (meters)     752.66  (feet)  COMP
 NJ0582  MODELED GRAV-     980,257.9   (mgal)                       NAVD 88
 NJ0582
 NJ0582  VERT ORDER  -  SECOND    CLASS 0
 NJ0582
 NJ0582.The horizontal coordinates were scaled from a topographic map and have
 NJ0582.an estimated accuracy of +/- 6 seconds.
 NJ0582
 NJ0582.The orthometric height was determined by differential leveling
 NJ0582.and adjusted by the National Geodetic Survey in June 1991..
 NJ0582
 NJ0582.The geoid height was determined by GEOID03.
 NJ0582
 NJ0582.The dynamic height is computed by dividing the NAVD 88
 NJ0582.geopotential number by the normal gravity value computed on the
 NJ0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0582.degrees latitude (g = 980.6199 gals.).
 NJ0582
 NJ0582.The modeled gravity was interpolated from observed gravity values.
 NJ0582
 NJ0582;                    North         East    Units  Estimated Accuracy
 NJ0582;SPC IA N     - 1,059,190.    1,647,350.      MT  (+/- 180 meters Scaled)
 NJ0582
 NJ0582                          SUPERSEDED SURVEY CONTROL
 NJ0582
 NJ0582  NGVD 29 (??/??/92)  229.520  (m)          753.02   (f) ADJ UNCH    2 0
 NJ0582
 NJ0582.Superseded values are not recommended for survey control.
 NJ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0582.See file dsdata.txt to determine how the superseded data were derived.
 NJ0582
 NJ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG059526(NAD 83)
 NJ0582_MARKER: DB = BENCH MARK DISK
 NJ0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0582_STAMPING: Y 75 1934
 NJ0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0582+STABILITY: SURFACE MOTION
 NJ0582
 NJ0582  HISTORY     - Date     Condition        Report By
 NJ0582  HISTORY     - 1934     MONUMENTED       CGS
 NJ0582  HISTORY     - 1934     GOOD             NGS
 NJ0582
 NJ0582                          STATION DESCRIPTION
 NJ0582
 NJ0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0582'AT LINN.
 NJ0582'AT LINN, LINN COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0582'RAILWAY, 33 POLES NORTH OF MILEPOST 101, 85 YARDS NORTH OF THE
 NJ0582'CENTER OF THE JUNCTION OF A CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0582'RAILWAY MAIN LINE, 15 FEET WEST OF THE CENTERLINE OF THE BRANCH
 NJ0582'LINE, 14 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, 20 FEET
 NJ0582'SOUTHWEST OF THE SEMAPHORE SIGNAL, AND LEVEL WITH THE TRACK.
 NJ0582'A STANDARD DISK, STAMPED Y 75 1934 AND SET IN THE TOP OF A CONCRETE
 NJ0582'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0383 ***********************************************************************
 MG0383  DESIGNATION -  Y 76
 MG0383  PID         -  MG0383
 MG0383  STATE/COUNTY-  IA/CEDAR
 MG0383  USGS QUAD   -  WEST BRANCH (1965)
 MG0383
 MG0383                         *CURRENT SURVEY CONTROL
 MG0383  ___________________________________________________________________
 MG0383* NAD 83(1986)-  41 37 40.     (N)    091 17 37.     (W)     SCALED    
 MG0383* NAVD 88     -       211.673  (meters)     694.46   (feet)  ADJUSTED  
 MG0383  ___________________________________________________________________
 MG0383  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 MG0383  DYNAMIC HT  -         211.592 (meters)     694.20  (feet)  COMP
 MG0383  MODELED GRAV-     980,236.7   (mgal)                       NAVD 88
 MG0383
 MG0383  VERT ORDER  -  SECOND    CLASS 0
 MG0383
 MG0383.The horizontal coordinates were scaled from a topographic map and have
 MG0383.an estimated accuracy of +/- 6 seconds.
 MG0383
 MG0383.The orthometric height was determined by differential leveling
 MG0383.and adjusted by the National Geodetic Survey in June 1991..
 MG0383
 MG0383.The geoid height was determined by GEOID03.
 MG0383
 MG0383.The dynamic height is computed by dividing the NAVD 88
 MG0383.geopotential number by the normal gravity value computed on the
 MG0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0383.degrees latitude (g = 980.6199 gals.).
 MG0383
 MG0383.The modeled gravity was interpolated from observed gravity values.
 MG0383
 MG0383;                    North         East    Units  Estimated Accuracy
 MG0383;SPC IA S     -   183,100.      683,840.      MT  (+/- 180 meters Scaled)
 MG0383
 MG0383                          SUPERSEDED SURVEY CONTROL
 MG0383
 MG0383  NGVD 29 (??/??/92)  211.720  (m)          694.62   (f) ADJ UNCH    2 0
 MG0383
 MG0383.Superseded values are not recommended for survey control.
 MG0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0383.See file dsdata.txt to determine how the superseded data were derived.
 MG0383
 MG0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG421098(NAD 83)
 MG0383_MARKER: DB = BENCH MARK DISK
 MG0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0383_SP_SET: ABUTMENT
 MG0383_STAMPING: Y 76 1934
 MG0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0383+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 MG0383
 MG0383  HISTORY     - Date     Condition        Report By
 MG0383  HISTORY     - 1934     MONUMENTED       CGS
 MG0383  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0383  HISTORY     - 20000404 MARK NOT FOUND   AERSVC
 MG0383  HISTORY     - 20050312 GOOD             GEOCAC
 MG0383
 MG0383                          STATION DESCRIPTION
 MG0383
 MG0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0383'1.1 MI SE FROM CENTERDALE.
 MG0383'1.1 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND, AND PACIFIC
 MG0383'RAILWAY FROM THE STATION AT CENTERDALE, CEDAR COUNTY, 23 POLES
 MG0383'NORTHWEST OF MILEPOST 65, AT A 20-FOOT CONCRETE DECK BRIDGE, IN
 MG0383'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT, 9
 MG0383'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER
 MG0383'THAN THE TRACK.  A STANDARD DISK, STAMPED Y 76 1934.
 MG0383
 MG0383                          STATION RECOVERY (1998)
 MG0383
 MG0383'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0383'MARK NOT FOUND.
 MG0383
 MG0383                          STATION RECOVERY (2000)
 MG0383
 MG0383'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MG0383'NOT FOUND.
 MG0383
 MG0383                          STATION RECOVERY (2005)
 MG0383
 MG0383'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 MG0383'FROM CENTER POINT OF THE CROSSING OF THE NOW DISMANTLED CRI AND P RR
 MG0383'AND CEDAR COUNTY 320TH ST. (NOW A DIRT ROAD) MARK IS 234 FEET NW BY N
 MG0383'ALONG ABANDONED RIGHT OF WAY. POSITION ON BRIDGE AS DESCRIBED. DISK
 MG0383'WAS PARTIALLY COVERED WITH A TAR BASED SEALANT.
 MG0383' 
 MG0383'HANDHELD COORDINATES N 41 37 40.5 W 091 17 36.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0403 ***********************************************************************
 MG0403  DESIGNATION -  Y 77
 MG0403  PID         -  MG0403
 MG0403  STATE/COUNTY-  IA/CEDAR
 MG0403  USGS QUAD   -  TIPTON EAST (1953)
 MG0403
 MG0403                         *CURRENT SURVEY CONTROL
 MG0403  ___________________________________________________________________
 MG0403* NAD 83(1986)-  41 45 41.     (N)    091 04 33.     (W)     SCALED    
 MG0403* NAVD 88     -       230.707  (meters)     756.91   (feet)  ADJUSTED  
 MG0403  ___________________________________________________________________
 MG0403  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MG0403  DYNAMIC HT  -         230.621 (meters)     756.63  (feet)  COMP
 MG0403  MODELED GRAV-     980,245.1   (mgal)                       NAVD 88
 MG0403
 MG0403  VERT ORDER  -  SECOND    CLASS 0
 MG0403
 MG0403.The horizontal coordinates were scaled from a topographic map and have
 MG0403.an estimated accuracy of +/- 6 seconds.
 MG0403
 MG0403.The orthometric height was determined by differential leveling
 MG0403.and adjusted by the National Geodetic Survey in June 1991..
 MG0403
 MG0403.The geoid height was determined by GEOID03.
 MG0403
 MG0403.The dynamic height is computed by dividing the NAVD 88
 MG0403.geopotential number by the normal gravity value computed on the
 MG0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0403.degrees latitude (g = 980.6199 gals.).
 MG0403
 MG0403.The modeled gravity was interpolated from observed gravity values.
 MG0403
 MG0403;                    North         East    Units  Estimated Accuracy
 MG0403;SPC IA S     -   198,420.      701,570.      MT  (+/- 180 meters Scaled)
 MG0403
 MG0403                          SUPERSEDED SURVEY CONTROL
 MG0403
 MG0403  NGVD 29 (??/??/92)  230.746  (m)          757.04   (f) ADJ UNCH    2 0
 MG0403
 MG0403.Superseded values are not recommended for survey control.
 MG0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0403.See file dsdata.txt to determine how the superseded data were derived.
 MG0403
 MG0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG599250(NAD 83)
 MG0403_MARKER: DB = BENCH MARK DISK
 MG0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0403_SP_SET: CULVERT
 MG0403_STAMPING: Y 77 1934
 MG0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0403+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2005
 MG0403
 MG0403  HISTORY     - Date     Condition        Report By
 MG0403  HISTORY     - 1934     MONUMENTED       CGS
 MG0403  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0403  HISTORY     - 20050603 GOOD             GEOCAC
 MG0403
 MG0403                          STATION DESCRIPTION
 MG0403
 MG0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0403'3.2 MI SE FROM TIPTON.
 MG0403'3.2 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0403'RAILWAY FROM THE CITY WATER TOWER AT TIPTON, CEDAR COUNTY,
 MG0403'1-1/2 POLES WEST OF MILEPOST 42, AT A 4- BY 5-FOOT STONE BOX
 MG0403'CULVERT, IN THE SOUTHEAST CORNER OF THE SOUTH STONE HEADWALL,
 MG0403'20 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 4.5 FEET
 MG0403'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED Y 77 1934.
 MG0403
 MG0403                          STATION RECOVERY (1998)
 MG0403
 MG0403'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0403'MARK NOT FOUND.
 MG0403
 MG0403                          STATION RECOVERY (2005)
 MG0403
 MG0403'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 MG0403'FROM THE CORNER OF CEDAR COUNTY OCEAN AVENUE AND RED STAR ROAD, GO
 MG0403'EAST ABOUT 0.3 MILE, THEN NORTHERLY ALONG THE WATERWAY OF A FIELD
 MG0403'ABOUT 0.35 MILE TO THE ABANDONED RAILROAD GRADE.
 MG0403' 
 MG0403'HANDHELD COORDINATES - 41 45 41.0 (N) 091 04 34.8 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0195 ***********************************************************************
 NJ0195  DESIGNATION -  Y 78
 NJ0195  PID         -  NJ0195
 NJ0195  STATE/COUNTY-  IA/JACKSON
 NJ0195  USGS QUAD   -  PRESTON (1980)
 NJ0195
 NJ0195                         *CURRENT SURVEY CONTROL
 NJ0195  ___________________________________________________________________
 NJ0195* NAD 83(1986)-  42 03 09.     (N)    090 22 43.     (W)     SCALED    
 NJ0195* NAVD 88     -       206.528  (meters)     677.58   (feet)  ADJUSTED  
 NJ0195  ___________________________________________________________________
 NJ0195  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 NJ0195  DYNAMIC HT  -         206.456 (meters)     677.35  (feet)  COMP
 NJ0195  MODELED GRAV-     980,265.3   (mgal)                       NAVD 88
 NJ0195
 NJ0195  VERT ORDER  -  SECOND    CLASS 0
 NJ0195
 NJ0195.The horizontal coordinates were scaled from a topographic map and have
 NJ0195.an estimated accuracy of +/- 6 seconds.
 NJ0195
 NJ0195.The orthometric height was determined by differential leveling
 NJ0195.and adjusted by the National Geodetic Survey in June 1991..
 NJ0195
 NJ0195.The geoid height was determined by GEOID03.
 NJ0195
 NJ0195.The dynamic height is computed by dividing the NAVD 88
 NJ0195.geopotential number by the normal gravity value computed on the
 NJ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0195.degrees latitude (g = 980.6199 gals.).
 NJ0195
 NJ0195.The modeled gravity was interpolated from observed gravity values.
 NJ0195
 NJ0195;                    North         East    Units  Estimated Accuracy
 NJ0195;SPC IA N     - 1,066,140.    1,758,340.      MT  (+/- 180 meters Scaled)
 NJ0195
 NJ0195                          SUPERSEDED SURVEY CONTROL
 NJ0195
 NJ0195  NGVD 29 (??/??/92)  206.56   (m)          677.7    (f) COMPUTED    2 0
 NJ0195
 NJ0195.Superseded values are not recommended for survey control.
 NJ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0195.See file dsdata.txt to determine how the superseded data were derived.
 NJ0195
 NJ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG169589(NAD 83)
 NJ0195_MARKER: DB = BENCH MARK DISK
 NJ0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0195_SP_SET: ABUTMENT
 NJ0195_STAMPING: Y-78 1934
 NJ0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0195
 NJ0195  HISTORY     - Date     Condition        Report By
 NJ0195  HISTORY     - 1934     MONUMENTED       CGS
 NJ0195  HISTORY     - 19940924 MARK NOT FOUND   USPSQD
 NJ0195  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0195
 NJ0195                          STATION DESCRIPTION
 NJ0195
 NJ0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0195'1 MI E FROM PRESTON.
 NJ0195'FARMERS MUTUAL AID ASSOCIATION BLDG, PRESTON, 1.0 MILES EAST OF.
 NJ0195'ALONG STATE HIGHWAY 117, SAVANNA TO MAQUOKETA ROAD, AT 30 FOOT
 NJ0195'CONCRETE SKEW BRIDGE, 150 FEET EAST OF THE CENTER LINE OF CROSSROAD
 NJ0195'ON CURVER.  SET IN THE NORTH END OF THE EAST ABUTMENT, 15 FEET
 NJ0195'NORTH OF THE CENTER LINE OF THE ROAD, AT ROAD LEVEL.
 NJ0195
 NJ0195                          STATION RECOVERY (1994)
 NJ0195
 NJ0195'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0195'MARK NOT FOUND.
 NJ0195
 NJ0195                          STATION RECOVERY (2001)
 NJ0195
 NJ0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0195'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0196 ***********************************************************************
 NJ0196  DESIGNATION -  Y 78 RESET
 NJ0196  PID         -  NJ0196
 NJ0196  STATE/COUNTY-  IA/JACKSON
 NJ0196  USGS QUAD   -  PRESTON (1980)
 NJ0196
 NJ0196                         *CURRENT SURVEY CONTROL
 NJ0196  ___________________________________________________________________
 NJ0196* NAD 83(1986)-  42 03 09.     (N)    090 22 43.     (W)     SCALED    
 NJ0196* NAVD 88     -       206.53   (meters)     677.6    (feet)  RESET     
 NJ0196  ___________________________________________________________________
 NJ0196  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 NJ0196
 NJ0196  VERT ORDER  -  THIRD
 NJ0196
 NJ0196.The horizontal coordinates were scaled from a topographic map and have
 NJ0196.an estimated accuracy of +/- 6 seconds.
 NJ0196
 NJ0196.The orthometric height was computed from unverified reset data.
 NJ0196.No vertical observational check was made to the station.
 NJ0196
 NJ0196.The geoid height was determined by GEOID03.
 NJ0196
 NJ0196;                    North         East    Units  Estimated Accuracy
 NJ0196;SPC IA N     - 1,066,140.    1,758,340.      MT  (+/- 180 meters Scaled)
 NJ0196
 NJ0196                          SUPERSEDED SURVEY CONTROL
 NJ0196
 NJ0196  NGVD 29 (??/??/??)  206.57   (m)          677.7    (f) RESET       3  
 NJ0196
 NJ0196.Superseded values are not recommended for survey control.
 NJ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0196.See file dsdata.txt to determine how the superseded data were derived.
 NJ0196
 NJ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG169589(NAD 83)
 NJ0196_MARKER: DB = BENCH MARK DISK
 NJ0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0196_SP_SET: BRIDGE
 NJ0196_STAMPING: Y 78 RESET 1939
 NJ0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0196
 NJ0196  HISTORY     - Date     Condition        Report By
 NJ0196  HISTORY     - 1939     MONUMENTED       IAHD
 NJ0196  HISTORY     - 19940924 GOOD             USPSQD
 NJ0196  HISTORY     - 20010331 GOOD             NGS
 NJ0196  HISTORY     - 20050515 MARK NOT FOUND   GEOCAC
 NJ0196
 NJ0196                          STATION DESCRIPTION
 NJ0196
 NJ0196'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1939
 NJ0196'1 MI E FROM PRESTON.
 NJ0196'1.0 MILE EAST ALONG STATE HIGHWAY 64 FROM THE FARMERS MUTUAL AID
 NJ0196'ASSOCIATION BUILDING AT PRESTON, JACKSON COUNTY, NEAR A ROAD
 NJ0196'INTERSECTION AT A 32- BY 24-FOOT I-BEAM BRIDGE (REBUILT IN 1940),
 NJ0196'AND IN THE TOP OF THE NORTHEAST WING WALL.
 NJ0196
 NJ0196                          STATION RECOVERY (1994)
 NJ0196
 NJ0196'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0196'RECOVERED IN GOOD CONDITION.
 NJ0196
 NJ0196                          STATION RECOVERY (2001)
 NJ0196
 NJ0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0196'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0196
 NJ0196                          STATION RECOVERY (2005)
 NJ0196
 NJ0196'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0196'I-BEAM BRIDGE ON NORTH-SOUTH GRAVEL ROAD NEAR HWY 64, NEAR COORDINATES
 NJ0196'AND DESCRIBED LOCATION, LOOKS LIKE WINGWALLS REBUILT SINCE 1940 USING
 NJ0196'TIMBERS, NO CONCRETE VISIBLE.  RECENT FOUND REPORTS MAY REFER
 NJ0196'INCORRECTLY TO BRONZE PLUG IN NORTH HEADWALL OF NEWER DOUBLE BOX
 NJ0196'CONCRETE CULVERT UNDER HWY 64, ABOUT 250 FT EAST OF BRIDGE AND VERY
 NJ0196'NEAR SCALED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0477 ***********************************************************************
 NJ0477  DESIGNATION -  Y 79
 NJ0477  PID         -  NJ0477
 NJ0477  STATE/COUNTY-  IA/JONES
 NJ0477  USGS QUAD   -  WYOMING WEST (1980)
 NJ0477
 NJ0477                         *CURRENT SURVEY CONTROL
 NJ0477  ___________________________________________________________________
 NJ0477* NAD 83(1986)-  42 07 02.     (N)    091 04 56.     (W)     SCALED    
 NJ0477* NAVD 88     -       276.684  (meters)     907.75   (feet)  ADJUSTED  
 NJ0477  ___________________________________________________________________
 NJ0477  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 NJ0477  DYNAMIC HT  -         276.583 (meters)     907.42  (feet)  COMP
 NJ0477  MODELED GRAV-     980,248.8   (mgal)                       NAVD 88
 NJ0477
 NJ0477  VERT ORDER  -  SECOND    CLASS 0
 NJ0477
 NJ0477.The horizontal coordinates were scaled from a topographic map and have
 NJ0477.an estimated accuracy of +/- 6 seconds.
 NJ0477
 NJ0477.The orthometric height was determined by differential leveling
 NJ0477.and adjusted by the National Geodetic Survey in June 1991..
 NJ0477
 NJ0477.The geoid height was determined by GEOID03.
 NJ0477
 NJ0477.The dynamic height is computed by dividing the NAVD 88
 NJ0477.geopotential number by the normal gravity value computed on the
 NJ0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0477.degrees latitude (g = 980.6199 gals.).
 NJ0477
 NJ0477.The modeled gravity was interpolated from observed gravity values.
 NJ0477
 NJ0477;                    North         East    Units  Estimated Accuracy
 NJ0477;SPC IA N     - 1,071,420.    1,699,920.      MT  (+/- 180 meters Scaled)
 NJ0477
 NJ0477                          SUPERSEDED SURVEY CONTROL
 NJ0477
 NJ0477  NGVD 29 (??/??/92)  276.707  (m)          907.83   (f) ADJ UNCH    2 0
 NJ0477
 NJ0477.Superseded values are not recommended for survey control.
 NJ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0477.See file dsdata.txt to determine how the superseded data were derived.
 NJ0477
 NJ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG585645(NAD 83)
 NJ0477_MARKER: DB = BENCH MARK DISK
 NJ0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0477_STAMPING: Y 79 1934
 NJ0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0477+STABILITY: SURFACE MOTION
 NJ0477
 NJ0477  HISTORY     - Date     Condition        Report By
 NJ0477  HISTORY     - 1934     MONUMENTED       CGS
 NJ0477  HISTORY     - 1935     GOOD             NGS
 NJ0477  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0477  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0477
 NJ0477                          STATION DESCRIPTION
 NJ0477
 NJ0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NJ0477'AT CENTER JUNCTION.
 NJ0477'AT CENTER JUNCTION, JONES COUNTY, 125 FEET WEST OF THE CHICAGO
 NJ0477'AND NORTH WESTERN RAILWAY STATION, 14 POLES EAST OF MILEPOST
 NJ0477'61, AT A PUBLIC ROAD CROSSING, 25 FEET SOUTH OF THE CENTERLINE
 NJ0477'OF THE TRACK, 23 FEET EAST OF THE CENTERLINE OF THE ROAD, 10
 NJ0477'FEET EAST OF A CROSSING-WARNING SIGNPOST, AND ABOUT 1-1/2 FEET
 NJ0477'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED Y 79 1934 AND
 NJ0477'SET IN THE TOP OF A CONCRETE POST.
 NJ0477
 NJ0477                          STATION RECOVERY (1977)
 NJ0477
 NJ0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0477'MARK NOT FOUND.
 NJ0477
 NJ0477                          STATION RECOVERY (1998)
 NJ0477
 NJ0477'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0237 ***********************************************************************
 LF0237  DESIGNATION -  Y 8
 LF0237  PID         -  LF0237
 LF0237  STATE/COUNTY-  IA/PAGE
 LF0237  USGS QUAD   -  BINGHAM (1981)
 LF0237
 LF0237                         *CURRENT SURVEY CONTROL
 LF0237  ___________________________________________________________________
 LF0237* NAD 83(1986)-  40 44 00.     (N)    095 17 13.     (W)     SCALED    
 LF0237* NAVD 88     -       324.176  (meters)    1063.57   (feet)  ADJUSTED  
 LF0237  ___________________________________________________________________
 LF0237  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LF0237  DYNAMIC HT  -         324.002 (meters)    1063.00  (feet)  COMP
 LF0237  MODELED GRAV-     980,079.2   (mgal)                       NAVD 88
 LF0237
 LF0237  VERT ORDER  -  FIRST     CLASS II
 LF0237
 LF0237.The horizontal coordinates were scaled from a topographic map and have
 LF0237.an estimated accuracy of +/- 6 seconds.
 LF0237
 LF0237.The orthometric height was determined by differential leveling
 LF0237.and adjusted by the National Geodetic Survey in June 1991..
 LF0237
 LF0237.The geoid height was determined by GEOID03.
 LF0237
 LF0237.The dynamic height is computed by dividing the NAVD 88
 LF0237.geopotential number by the normal gravity value computed on the
 LF0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0237.degrees latitude (g = 980.6199 gals.).
 LF0237
 LF0237.The modeled gravity was interpolated from observed gravity values.
 LF0237
 LF0237;                    North         East    Units  Estimated Accuracy
 LF0237;SPC IA S     -    82,990.      349,060.      MT  (+/- 180 meters Scaled)
 LF0237
 LF0237                          SUPERSEDED SURVEY CONTROL
 LF0237
 LF0237  NGVD 29 (??/??/92)  324.060  (m)         1063.19   (f) ADJ UNCH    1 2
 LF0237
 LF0237.Superseded values are not recommended for survey control.
 LF0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0237.See file dsdata.txt to determine how the superseded data were derived.
 LF0237
 LF0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF068116(NAD 83)
 LF0237_MARKER: DB = BENCH MARK DISK
 LF0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0237_STAMPING: Y 8 1933
 LF0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0237+STABILITY: SURFACE MOTION
 LF0237
 LF0237  HISTORY     - Date     Condition        Report By
 LF0237  HISTORY     - 1933     MONUMENTED       CGS
 LF0237  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0237
 LF0237                          STATION DESCRIPTION
 LF0237
 LF0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LF0237'AT BINGHAM.
 LF0237'AT BINGHAM, PAGE COUNTY, ON THE WABASH RAILWAY, 25 POLES NORTH
 LF0237'OF MILEPOST ST. L. 357, 13 RAILS SOUTH OF A GRAIN ELEVATOR,
 LF0237'3-1/2 RAILS SOUTH OF A WHISTLE POST, 50 FEET NORTH OF A SECTION
 LF0237'HOUSE, AND 25 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED
 LF0237'Y 8 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LF0237
 LF0237                          STATION RECOVERY (1976)
 LF0237
 LF0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0547 ***********************************************************************
 NJ0547  DESIGNATION -  Y 80
 NJ0547  PID         -  NJ0547
 NJ0547  STATE/COUNTY-  IA/LINN
 NJ0547  USGS QUAD   -  CEDAR RAPIDS NORTH (1994)
 NJ0547
 NJ0547                         *CURRENT SURVEY CONTROL
 NJ0547  ___________________________________________________________________
 NJ0547* NAD 83(1986)-  42 01 48.     (N)    091 42 48.     (W)     SCALED    
 NJ0547* NAVD 88     -       247.366  (meters)     811.57   (feet)  ADJUSTED  
 NJ0547  ___________________________________________________________________
 NJ0547  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 NJ0547  DYNAMIC HT  -         247.278 (meters)     811.28  (feet)  COMP
 NJ0547  MODELED GRAV-     980,259.3   (mgal)                       NAVD 88
 NJ0547
 NJ0547  VERT ORDER  -  SECOND    CLASS 0
 NJ0547
 NJ0547.The horizontal coordinates were scaled from a topographic map and have
 NJ0547.an estimated accuracy of +/- 6 seconds.
 NJ0547
 NJ0547.The orthometric height was determined by differential leveling
 NJ0547.and adjusted by the National Geodetic Survey in June 1991..
 NJ0547
 NJ0547.The geoid height was determined by GEOID03.
 NJ0547
 NJ0547.The dynamic height is computed by dividing the NAVD 88
 NJ0547.geopotential number by the normal gravity value computed on the
 NJ0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0547.degrees latitude (g = 980.6199 gals.).
 NJ0547
 NJ0547.The modeled gravity was interpolated from observed gravity values.
 NJ0547
 NJ0547;                    North         East    Units  Estimated Accuracy
 NJ0547;SPC IA N     - 1,060,430.    1,647,950.      MT  (+/- 180 meters Scaled)
 NJ0547
 NJ0547                          SUPERSEDED SURVEY CONTROL
 NJ0547
 NJ0547  NGVD 29 (??/??/92)  247.392  (m)          811.65   (f) ADJ UNCH    2 0
 NJ0547
 NJ0547.Superseded values are not recommended for survey control.
 NJ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0547.See file dsdata.txt to determine how the superseded data were derived.
 NJ0547
 NJ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG065539(NAD 83)
 NJ0547_MARKER: DB = BENCH MARK DISK
 NJ0547_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NJ0547_SP_SET: UNDERPASS ABUTMENT
 NJ0547_STAMPING: Y 80 1934
 NJ0547_MARK LOGO: CGS   
 NJ0547_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0547+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 NJ0547
 NJ0547  HISTORY     - Date     Condition        Report By
 NJ0547  HISTORY     - 1934     MONUMENTED       CGS
 NJ0547  HISTORY     - 19940330 GOOD             USGS
 NJ0547  HISTORY     - 20040820 GOOD             INDIV
 NJ0547  HISTORY     - 20041003 GOOD             GEOCAC
 NJ0547
 NJ0547                          STATION DESCRIPTION
 NJ0547
 NJ0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0547'2.4 MI W FROM LOUISA.
 NJ0547'2.4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NJ0547'PACIFIC RAILROAD FROM THE STATION AT LOUISA, LINN COUNTY, 1 POLE
 NJ0547'WEST OF MILEPOST 233, AT THE UNDERPASS OF THE CHICAGO, ROCK
 NJ0547'ISLAND AND PACIFIC RAILWAY, IN THE TOP OF THE SOUTH END OF THE
 NJ0547'WEST CONCRETE ABUTMENT, 20 FEET SOUTH OF THE CENTERLINE OF THE
 NJ0547'TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Y 80
 NJ0547'1934.
 NJ0547
 NJ0547                          STATION RECOVERY (1994)
 NJ0547
 NJ0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (RKL)
 NJ0547'RECOVERED AS DESCRIBED.
 NJ0547
 NJ0547                          STATION RECOVERY (2004)
 NJ0547
 NJ0547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MLS)
 NJ0547'RECOVERED AS DESCRIBED.
 NJ0547
 NJ0547                          STATION RECOVERY (2004)
 NJ0547
 NJ0547'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 NJ0547'FOUND IN GOOD CONDITION AT HANDHELD COORDINATES N42 01.814 W091
 NJ0547'42.798, SKY HALF OBSTRUCTED BY NEARBY TREES. LOCATED ABOUT 3 FEET
 NJ0547'NORTH OF THE SOUTH END OF ABUTMENT ALONG USHERS FERRY RD. BOTH
 NJ0547'RAILROADS ARE TORN OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0055 ***********************************************************************
 NK0055  DESIGNATION -  Y 81
 NK0055  PID         -  NK0055
 NK0055  STATE/COUNTY-  IA/TAMA
 NK0055  USGS QUAD   -  DYSART (1971)
 NK0055
 NK0055                         *CURRENT SURVEY CONTROL
 NK0055  ___________________________________________________________________
 NK0055* NAD 83(1986)-  42 10 11.     (N)    092 18 21.     (W)     SCALED    
 NK0055* NAVD 88     -       296.164  (meters)     971.66   (feet)  ADJUSTED  
 NK0055  ___________________________________________________________________
 NK0055  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 NK0055  DYNAMIC HT  -         296.065 (meters)     971.34  (feet)  COMP
 NK0055  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 NK0055
 NK0055  VERT ORDER  -  SECOND    CLASS 0
 NK0055
 NK0055.The horizontal coordinates were scaled from a topographic map and have
 NK0055.an estimated accuracy of +/- 6 seconds.
 NK0055
 NK0055.The orthometric height was determined by differential leveling
 NK0055.and adjusted by the National Geodetic Survey in June 1991..
 NK0055
 NK0055.The geoid height was determined by GEOID03.
 NK0055
 NK0055.The dynamic height is computed by dividing the NAVD 88
 NK0055.geopotential number by the normal gravity value computed on the
 NK0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0055.degrees latitude (g = 980.6199 gals.).
 NK0055
 NK0055.The modeled gravity was interpolated from observed gravity values.
 NK0055
 NK0055;                    North         East    Units  Estimated Accuracy
 NK0055;SPC IA N     - 1,075,090.    1,598,670.      MT  (+/- 180 meters Scaled)
 NK0055
 NK0055                          SUPERSEDED SURVEY CONTROL
 NK0055
 NK0055.No superseded survey control is available for this station.
 NK0055
 NK0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG573688(NAD 83)
 NK0055_MARKER: DB = BENCH MARK DISK
 NK0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0055_SP_SET: CONCRETE FOOTING
 NK0055_STAMPING: Y 81 1934
 NK0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0055
 NK0055  HISTORY     - Date     Condition        Report By
 NK0055  HISTORY     - 1934     MONUMENTED       CGS
 NK0055  HISTORY     - 1988     GOOD             USPSQD
 NK0055
 NK0055                          STATION DESCRIPTION
 NK0055
 NK0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0055'AT DYSART.
 NK0055'AT DYSART, TAMA COUNTY, AT THE CITY WATER TOWER, AND IN THE
 NK0055'NORTH CORNER OF THE NORTHEAST CONCRETE FOOTING.  A STANDARD
 NK0055'DISK, STAMPED Y 81 1934.
 NK0055
 NK0055                          STATION RECOVERY (1988)
 NK0055
 NK0055'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLM)
 NK0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0045 ***********************************************************************
 MH0045  DESIGNATION -  Y 82
 MH0045  PID         -  MH0045
 MH0045  STATE/COUNTY-  IA/TAMA
 MH0045  USGS QUAD   -  BELLE PLAINE (1968)
 MH0045
 MH0045                         *CURRENT SURVEY CONTROL
 MH0045  ___________________________________________________________________
 MH0045* NAD 83(1986)-  41 54 22.     (N)    092 17 57.     (W)     SCALED    
 MH0045* NAVD 88     -       237.105  (meters)     777.90   (feet)  ADJUSTED  
 MH0045  ___________________________________________________________________
 MH0045  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 MH0045  DYNAMIC HT  -         237.020 (meters)     777.62  (feet)  COMP
 MH0045  MODELED GRAV-     980,258.7   (mgal)                       NAVD 88
 MH0045
 MH0045  VERT ORDER  -  SECOND    CLASS 0
 MH0045
 MH0045.The horizontal coordinates were scaled from a topographic map and have
 MH0045.an estimated accuracy of +/- 6 seconds.
 MH0045
 MH0045.The orthometric height was determined by differential leveling
 MH0045.and adjusted by the National Geodetic Survey in June 1991..
 MH0045
 MH0045.The geoid height was determined by GEOID03.
 MH0045
 MH0045.The dynamic height is computed by dividing the NAVD 88
 MH0045.geopotential number by the normal gravity value computed on the
 MH0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0045.degrees latitude (g = 980.6199 gals.).
 MH0045
 MH0045.The modeled gravity was interpolated from observed gravity values.
 MH0045
 MH0045;                    North         East    Units  Estimated Accuracy
 MH0045;SPC IA N     - 1,045,820.    1,599,640.      MT  (+/- 180 meters Scaled)
 MH0045
 MH0045                          SUPERSEDED SURVEY CONTROL
 MH0045
 MH0045  NGVD 29 (??/??/92)  237.110  (m)          777.92   (f) ADJ UNCH    2 0
 MH0045
 MH0045.Superseded values are not recommended for survey control.
 MH0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0045.See file dsdata.txt to determine how the superseded data were derived.
 MH0045
 MH0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG581395(NAD 83)
 MH0045_MARKER: DB = BENCH MARK DISK
 MH0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0045_SP_SET: CULVERT
 MH0045_STAMPING: Y 82 1934
 MH0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0045
 MH0045  HISTORY     - Date     Condition        Report By
 MH0045  HISTORY     - 1934     MONUMENTED       CGS
 MH0045  HISTORY     - 20041202 MARK NOT FOUND   GEOCAC
 MH0045
 MH0045                          STATION DESCRIPTION
 MH0045
 MH0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0045'1.6 MI NW FROM BELLE PLAINE.
 MH0045'IN TAMA COUNTY, 1.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH
 MH0045'WESTERN RAILWAY FROM THE STATION AT BELLE PLAINE, BENTON COUNTY,
 MH0045'14 POLES SOUTH OF MILEPOST 2, 38 FEET SOUTHWEST OF THE CENTER OF
 MH0045'THE CROSSING OF U.S. HIGHWAY 30, AT A 3- BY 3-FOOT REINFORCED
 MH0045'CONCRETE BOX HIGHWAY CULVERT, IN THE EAST END OF THE SOUTH CONCRETE
 MH0045'HEADWALL, 12 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 6
 MH0045'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED Y 82 1934.
 MH0045
 MH0045                          STATION RECOVERY (2004)
 MH0045
 MH0045'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0045'US HIGHWAY 30 IN THE 1934 DESCRIPTION IS NOW TAMA COUNTY ROAD E-66.
 MH0045'THIS LOCATION IS NEAR THE EXTENSIVELY REBUILT INTERSECTION OF E-66 AND
 MH0045'IOWA HIGHWAY 21. A CORRUGATED STEEL CULVERT WAS FOUND NEAR THE
 MH0045'DESCRIBED LOCATION, BUT NO TRACE OF A CONCRETE CULVERT WAS FOUND.
 MH0045' 
 MH0045'MARK IS LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0024 ***********************************************************************
 MH0024  DESIGNATION -  Y 83
 MH0024  PID         -  MH0024
 MH0024  STATE/COUNTY-  IA/TAMA
 MH0024  USGS QUAD   -  BELLE PLAINE (1968)
 MH0024
 MH0024                         *CURRENT SURVEY CONTROL
 MH0024  ___________________________________________________________________
 MH0024* NAD 83(1986)-  41 53 55.     (N)    092 17 55.     (W)     SCALED    
 MH0024* NAVD 88     -       238.765  (meters)     783.35   (feet)  ADJUSTED  
 MH0024  ___________________________________________________________________
 MH0024  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 MH0024  DYNAMIC HT  -         238.679 (meters)     783.07  (feet)  COMP
 MH0024  MODELED GRAV-     980,257.4   (mgal)                       NAVD 88
 MH0024
 MH0024  VERT ORDER  -  SECOND    CLASS 0
 MH0024
 MH0024.The horizontal coordinates were scaled from a topographic map and have
 MH0024.an estimated accuracy of +/- 6 seconds.
 MH0024
 MH0024.The orthometric height was determined by differential leveling
 MH0024.and adjusted by the National Geodetic Survey in June 1991..
 MH0024
 MH0024.The geoid height was determined by GEOID03.
 MH0024
 MH0024.The dynamic height is computed by dividing the NAVD 88
 MH0024.geopotential number by the normal gravity value computed on the
 MH0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0024.degrees latitude (g = 980.6199 gals.).
 MH0024
 MH0024.The modeled gravity was interpolated from observed gravity values.
 MH0024
 MH0024;                    North         East    Units  Estimated Accuracy
 MH0024;SPC IA N     - 1,044,990.    1,599,690.      MT  (+/- 180 meters Scaled)
 MH0024
 MH0024                          SUPERSEDED SURVEY CONTROL
 MH0024
 MH0024  NGVD 29 (??/??/92)  238.767  (m)          783.35   (f) ADJ UNCH    2 0
 MH0024
 MH0024.Superseded values are not recommended for survey control.
 MH0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0024.See file dsdata.txt to determine how the superseded data were derived.
 MH0024
 MH0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG581387(NAD 83)
 MH0024_MARKER: DB = BENCH MARK DISK
 MH0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0024_SP_SET: BRIDGE
 MH0024_STAMPING: Y 83 1934
 MH0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0024+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 MH0024
 MH0024  HISTORY     - Date     Condition        Report By
 MH0024  HISTORY     - 1934     MONUMENTED       CGS
 MH0024  HISTORY     - 20040927 GOOD             GEOCAC
 MH0024
 MH0024                          STATION DESCRIPTION
 MH0024
 MH0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0024'1.3 MI W FROM BELLE PLAINE.
 MH0024'IN TAMA COUNTY, 1.3 MILES WEST ALONG THE CHICAGO AND NORTH
 MH0024'WESTERN RAILWAY FROM THE PUBLIC LIBRARY AT BELLE PLAINE, BENTON
 MH0024'COUNTY, 6 POLES WEST OF MILEPOST 118, 100 FEET WEST OF A RAILROAD
 MH0024'PUMP STATION, 200-FOOT STEEL BRIDGE 349, IN THE NORTH END OF
 MH0024'THE EAST STONE ABUTMENT, 15 FEET NORTH OF THE CENTERLINE OF
 MH0024'THE NORTH TRACK, AND ABOUT 1 FOOT LOWER THAN THE RAIL.  A
 MH0024'STANDARD DISK, STAMPED Y 83 1934.
 MH0024
 MH0024                          STATION RECOVERY (2004)
 MH0024
 MH0024'RECOVERY NOTE BY GEOCACHING 2004 (GH)
 MH0024'LOCATED 6 POLES WEST OF MILE POST 117.5, A STANDARD DISK STAMPED Y 83
 MH0024'1934 MOUNTED ON THE EAST STONE ABUTMENT 14 FEET 8 INCHES NORTH OF THE
 MH0024'CENTERLINE OF THE NORTH TRACK AND 32 INCHES LOWER THAN THE BASE OF THE
 MH0024'RAIL, CENTERED 16 INCHES FROM THE NORTH END OF THE STONE ON WHICH IT
 MH0024'IS MOUNTED AND 15 INCHES FROM THE NORTHWEST EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0034 ***********************************************************************
 MH0034  DESIGNATION -  Y 85
 MH0034  PID         -  MH0034
 MH0034  STATE/COUNTY-  IA/IOWA
 MH0034  USGS QUAD   -  NORTH ENGLISH (1968)
 MH0034
 MH0034                         *CURRENT SURVEY CONTROL
 MH0034  ___________________________________________________________________
 MH0034* NAD 83(1986)-  41 32 26.     (N)    092 02 40.     (W)     SCALED    
 MH0034* NAVD 88     -       221.160  (meters)     725.59   (feet)  ADJUSTED  
 MH0034  ___________________________________________________________________
 MH0034  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MH0034  DYNAMIC HT  -         221.070 (meters)     725.29  (feet)  COMP
 MH0034  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 MH0034
 MH0034  VERT ORDER  -  SECOND    CLASS 0
 MH0034
 MH0034.The horizontal coordinates were scaled from a topographic map and have
 MH0034.an estimated accuracy of +/- 6 seconds.
 MH0034
 MH0034.The orthometric height was determined by differential leveling
 MH0034.and adjusted by the National Geodetic Survey in June 1991..
 MH0034
 MH0034.The geoid height was determined by GEOID03.
 MH0034
 MH0034.The dynamic height is computed by dividing the NAVD 88
 MH0034.geopotential number by the normal gravity value computed on the
 MH0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0034.degrees latitude (g = 980.6199 gals.).
 MH0034
 MH0034.The modeled gravity was interpolated from observed gravity values.
 MH0034
 MH0034;                    North         East    Units  Estimated Accuracy
 MH0034;SPC IA S     -   172,100.      621,450.      MT  (+/- 180 meters Scaled)
 MH0034
 MH0034                          SUPERSEDED SURVEY CONTROL
 MH0034
 MH0034  NGVD 29 (??/??/92)  221.177  (m)          725.64   (f) ADJ UNCH    2 0
 MH0034
 MH0034.Superseded values are not recommended for survey control.
 MH0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0034.See file dsdata.txt to determine how the superseded data were derived.
 MH0034
 MH0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF797992(NAD 83)
 MH0034_MARKER: DB = BENCH MARK DISK
 MH0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0034_SP_SET: BRIDGE
 MH0034_STAMPING: Y 85 1934
 MH0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0034
 MH0034  HISTORY     - Date     Condition        Report By
 MH0034  HISTORY     - 1934     MONUMENTED       CGS
 MH0034  HISTORY     - 1982     MARK NOT FOUND   NGS
 MH0034
 MH0034                          STATION DESCRIPTION
 MH0034
 MH0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0034'3 MI NE FROM NORTH ENGLISH.
 MH0034'3 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MH0034'PACIFIC RAILROAD FROM THE CITY HALL AT NORTH ENGLISH, IOWA COUNTY,
 MH0034'10 POLES SOUTHWEST OF MILEPOST 43, AT 165-FOOT CONCRETE BRIDGE
 MH0034'NO. I-212, IN THE TOP OF THE NORTHEAST CORNER OF THE SOUTHWEST
 MH0034'CONCRETE ABUTMENT, AND 9 FEET SOUTHEAST OF THE CENTERLINE OF
 MH0034'THE TRACK.  A STANDARD DISK, STAMPED Y 85 1934.
 MH0034
 MH0034                          STATION RECOVERY (1982)
 MH0034
 MH0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MH0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0091 ***********************************************************************
 MH0091  DESIGNATION -  Y 86
 MH0091  PID         -  MH0091
 MH0091  STATE/COUNTY-  IA/WAPELLO
 MH0091  USGS QUAD   -  FARSON (1976)
 MH0091
 MH0091                         *CURRENT SURVEY CONTROL
 MH0091  ___________________________________________________________________
 MH0091* NAD 83(1986)-  41 06 26.     (N)    092 22 21.     (W)     SCALED    
 MH0091* NAVD 88     -       230.295  (meters)     755.56   (feet)  ADJUSTED  
 MH0091  ___________________________________________________________________
 MH0091  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 MH0091  DYNAMIC HT  -         230.192 (meters)     755.22  (feet)  COMP
 MH0091  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 MH0091
 MH0091  VERT ORDER  -  SECOND    CLASS 0
 MH0091
 MH0091.The horizontal coordinates were scaled from a topographic map and have
 MH0091.an estimated accuracy of +/- 6 seconds.
 MH0091
 MH0091.The orthometric height was determined by differential leveling
 MH0091.and adjusted by the National Geodetic Survey in June 1991..
 MH0091
 MH0091.The geoid height was determined by GEOID03.
 MH0091
 MH0091.The dynamic height is computed by dividing the NAVD 88
 MH0091.geopotential number by the normal gravity value computed on the
 MH0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0091.degrees latitude (g = 980.6199 gals.).
 MH0091
 MH0091.The modeled gravity was interpolated from observed gravity values.
 MH0091
 MH0091;                    North         East    Units  Estimated Accuracy
 MH0091;SPC IA S     -   123,570.      594,700.      MT  (+/- 180 meters Scaled)
 MH0091
 MH0091                          SUPERSEDED SURVEY CONTROL
 MH0091
 MH0091  NGVD 29 (??/??/92)  230.269  (m)          755.47   (f) ADJ UNCH    2 0
 MH0091
 MH0091.Superseded values are not recommended for survey control.
 MH0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0091.See file dsdata.txt to determine how the superseded data were derived.
 MH0091
 MH0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF526508(NAD 83)
 MH0091_MARKER: DB = BENCH MARK DISK
 MH0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0091_STAMPING: Y 86 1934
 MH0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0091+STABILITY: SURFACE MOTION
 MH0091
 MH0091  HISTORY     - Date     Condition        Report By
 MH0091  HISTORY     - 1934     MONUMENTED       CGS
 MH0091  HISTORY     - 1955     GOOD             NGS
 MH0091
 MH0091                          STATION DESCRIPTION
 MH0091
 MH0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MH0091'1.7 MI SW FROM HIGHLAND.
 MH0091'1.7 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MH0091'PACIFIC RAILROAD FROM THE STATION AT HIGHLAND, WAPELLO COUNTY,
 MH0091'4 POLES NORTH OF MILEPOST 4, 150 FEET SOUTH OF A PUBLIC-ROAD
 MH0091'CROSSING, AT A PRIVATE-ROAD CROSSING, 12 FEET EAST OF THE
 MH0091'CENTERLINE OF THE TRACK, AND LEVEL WITH THE RAIL.  A STANDARD
 MH0091'DISK, STAMPED Y 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MH0091'NOTE-- THE PRIVATE ROAD CROSSING HAS BEEN GRADED OUT TO PERMIT
 MH0091'PROPER DRAINAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0158 ***********************************************************************
 MH0158  DESIGNATION -  Y 87
 MH0158  PID         -  MH0158
 MH0158  STATE/COUNTY-  IA/POWESHIEK
 MH0158  USGS QUAD   -  GRINNELL SOUTH (1979)
 MH0158
 MH0158                         *CURRENT SURVEY CONTROL
 MH0158  ___________________________________________________________________
 MH0158* NAD 83(1986)-  41 44 29.     (N)    092 43 18.     (W)     SCALED    
 MH0158* NAVD 88     -       309.922  (meters)    1016.80   (feet)  ADJUSTED  
 MH0158  ___________________________________________________________________
 MH0158  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 MH0158  DYNAMIC HT  -         309.798 (meters)    1016.40  (feet)  COMP
 MH0158  MODELED GRAV-     980,214.6   (mgal)                       NAVD 88
 MH0158
 MH0158  VERT ORDER  -  SECOND    CLASS 0
 MH0158
 MH0158.The horizontal coordinates were scaled from a topographic map and have
 MH0158.an estimated accuracy of +/- 6 seconds.
 MH0158
 MH0158.The orthometric height was determined by differential leveling
 MH0158.and adjusted by the National Geodetic Survey in June 1991..
 MH0158
 MH0158.The geoid height was determined by GEOID03.
 MH0158
 MH0158.The dynamic height is computed by dividing the NAVD 88
 MH0158.geopotential number by the normal gravity value computed on the
 MH0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0158.degrees latitude (g = 980.6199 gals.).
 MH0158
 MH0158.The modeled gravity was interpolated from observed gravity values.
 MH0158
 MH0158;                    North         East    Units  Estimated Accuracy
 MH0158;SPC IA S     -   193,670.      564,750.      MT  (+/- 180 meters Scaled)
 MH0158
 MH0158                          SUPERSEDED SURVEY CONTROL
 MH0158
 MH0158  NGVD 29 (??/??/92)  309.898  (m)         1016.72   (f) ADJ UNCH    2 0
 MH0158
 MH0158.Superseded values are not recommended for survey control.
 MH0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0158.See file dsdata.txt to determine how the superseded data were derived.
 MH0158
 MH0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG231211(NAD 83)
 MH0158_MARKER: DB = BENCH MARK DISK
 MH0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0158_SP_SET: WALL
 MH0158_STAMPING: Y 87 1934
 MH0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0158
 MH0158  HISTORY     - Date     Condition        Report By
 MH0158  HISTORY     - 1934     MONUMENTED       CGS
 MH0158  HISTORY     - 1942     GOOD             NGS
 MH0158  HISTORY     - 1988     POOR             USPSQD
 MH0158  HISTORY     - 20041003 MARK NOT FOUND   GEOCAC
 MH0158
 MH0158                          STATION DESCRIPTION
 MH0158
 MH0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MH0158'AT GRINNELL.
 MH0158'AT GRINNELL, POWESHIEK COUNTY, AT THE MINNEAPOLIS AND ST. LOUIS
 MH0158'RAILROAD STATION, IN THE SOUTHEAST BRICKWALL OF THE TICKET OFFICE
 MH0158'FACING THE CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY,
 MH0158'AND 5 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED Y 87 1934
 MH0158'AND SET VERTICALLY.
 MH0158
 MH0158                          STATION RECOVERY (1988)
 MH0158
 MH0158'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLM)
 MH0158'MARK RECOVERED IN POOR CONDITION.
 MH0158
 MH0158                          STATION RECOVERY (2004)
 MH0158
 MH0158'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 MH0158'RAIL LINES NOW IOWA INTERSTATE AND UNION PACIFIC.  DEPOT WAS RENOVATED
 MH0158'AS RESTAURANT IN 1993.  HANDHELD COORDINATES N41 44 28.4 W092 43 17.4.
 MH0158'AT THE DESCRIBED LOCATION IS A PATCHED HOLE IN BRICK, NO DISK OR SHAFT
 MH0158'VISIBLE, THEREFORE SUSPECT DISK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0113 ***********************************************************************
 NL0113  DESIGNATION -  Y 88
 NL0113  PID         -  NL0113
 NL0113  STATE/COUNTY-  IA/GREENE
 NL0113  USGS QUAD   -  GRAND JUNCTION (1982)
 NL0113
 NL0113                         *CURRENT SURVEY CONTROL
 NL0113  ___________________________________________________________________
 NL0113* NAD 83(1986)-  42 01 58.     (N)    094 13 14.     (W)     SCALED    
 NL0113* NAVD 88     -       313.577  (meters)    1028.79   (feet)  ADJUSTED  
 NL0113  ___________________________________________________________________
 NL0113  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 NL0113  DYNAMIC HT  -         313.490 (meters)    1028.51  (feet)  COMP
 NL0113  MODELED GRAV-     980,334.1   (mgal)                       NAVD 88
 NL0113
 NL0113  VERT ORDER  -  SECOND    CLASS 0
 NL0113
 NL0113.The horizontal coordinates were scaled from a topographic map and have
 NL0113.an estimated accuracy of +/- 6 seconds.
 NL0113
 NL0113.The orthometric height was determined by differential leveling
 NL0113.and adjusted by the National Geodetic Survey in June 1991..
 NL0113
 NL0113.The geoid height was determined by GEOID03.
 NL0113
 NL0113.The dynamic height is computed by dividing the NAVD 88
 NL0113.geopotential number by the normal gravity value computed on the
 NL0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0113.degrees latitude (g = 980.6199 gals.).
 NL0113
 NL0113.The modeled gravity was interpolated from observed gravity values.
 NL0113
 NL0113;                    North         East    Units  Estimated Accuracy
 NL0113;SPC IA N     - 1,059,430.    1,440,330.      MT  (+/- 180 meters Scaled)
 NL0113
 NL0113                          SUPERSEDED SURVEY CONTROL
 NL0113
 NL0113  NGVD 29 (??/??/92)  313.561  (m)         1028.74   (f) ADJ UNCH    2 0
 NL0113
 NL0113.Superseded values are not recommended for survey control.
 NL0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0113.See file dsdata.txt to determine how the superseded data were derived.
 NL0113
 NL0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG989541(NAD 83)
 NL0113_MARKER: DB = BENCH MARK DISK
 NL0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0113_SP_SET: CULVERT
 NL0113_STAMPING: Y 88 1935
 NL0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0113
 NL0113  HISTORY     - Date     Condition        Report By
 NL0113  HISTORY     - 1935     MONUMENTED       CGS
 NL0113
 NL0113                          STATION DESCRIPTION
 NL0113
 NL0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0113'1.0 MI E FROM GRAND JUNCTION.
 NL0113'1.0 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0113'THE CROSSING OF THE MINNEAPOLIS AND ST. LOUIS RAILWAY AT GRAND
 NL0113'JUNCTION, GREENE COUNTY, AT THE STONE CULVERT 720, IN THE TOP
 NL0113'OF THE SOUTH HEADWALL, 3 FEET WEST OF THE EAST END, AND 1 FOOT
 NL0113'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Y 88 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0192 ***********************************************************************
 NL0192  DESIGNATION -  Y 89
 NL0192  PID         -  NL0192
 NL0192  STATE/COUNTY-  IA/CARROLL
 NL0192  USGS QUAD   -  CARROLL EAST (1980)
 NL0192
 NL0192                         *CURRENT SURVEY CONTROL
 NL0192  ___________________________________________________________________
 NL0192* NAD 83(1986)-  42 03 55.     (N)    094 52 19.     (W)     SCALED    
 NL0192* NAVD 88     -       383.664  (meters)    1258.74   (feet)  ADJUSTED  
 NL0192  ___________________________________________________________________
 NL0192  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 NL0192  DYNAMIC HT  -         383.503 (meters)    1258.21  (feet)  COMP
 NL0192  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 NL0192
 NL0192  VERT ORDER  -  SECOND    CLASS 0
 NL0192
 NL0192.The horizontal coordinates were scaled from a topographic map and have
 NL0192.an estimated accuracy of +/- 6 seconds.
 NL0192
 NL0192.The orthometric height was determined by differential leveling
 NL0192.and adjusted by the National Geodetic Survey in June 1991..
 NL0192
 NL0192.The geoid height was determined by GEOID03.
 NL0192
 NL0192.The dynamic height is computed by dividing the NAVD 88
 NL0192.geopotential number by the normal gravity value computed on the
 NL0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0192.degrees latitude (g = 980.6199 gals.).
 NL0192
 NL0192.The modeled gravity was interpolated from observed gravity values.
 NL0192
 NL0192;                    North         East    Units  Estimated Accuracy
 NL0192;SPC IA N     - 1,063,710.    1,386,460.      MT  (+/- 180 meters Scaled)
 NL0192
 NL0192                          SUPERSEDED SURVEY CONTROL
 NL0192
 NL0192  NGVD 29 (??/??/92)  383.555  (m)         1258.38   (f) ADJ UNCH    2 0
 NL0192
 NL0192.Superseded values are not recommended for survey control.
 NL0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0192.See file dsdata.txt to determine how the superseded data were derived.
 NL0192
 NL0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG451587(NAD 83)
 NL0192_MARKER: DB = BENCH MARK DISK
 NL0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0192_STAMPING: Y 89 1935
 NL0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0192+STABILITY: SURFACE MOTION
 NL0192
 NL0192  HISTORY     - Date     Condition        Report By
 NL0192  HISTORY     - 1935     MONUMENTED       CGS
 NL0192  HISTORY     - 1979     GOOD             NGS
 NL0192  HISTORY     - 20060828 GOOD             GEOCAC
 NL0192
 NL0192                          STATION DESCRIPTION
 NL0192
 NL0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0192'AT CARROLL.
 NL0192'AT CARROLL, CARROLL COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NL0192'RAILWAY, 115 FEET EAST OF THE STATION, 10 FEET EAST OF THE
 NL0192'NORTHEAST CORNER OF THE RAILWAY EXPRESS AGENCY OFFICE BUILDING, 54
 NL0192'FEET NORTH OF THE CENTERLINE OF THE NORTH MAIN TRACK, AND 2 FEET
 NL0192'SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED Y 89 1935 AND SET
 NL0192'IN THE TOP OF A CONCRETE POST.
 NL0192
 NL0192                          STATION RECOVERY (1979)
 NL0192
 NL0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NL0192'MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED WITH
 NL0192'THE EXCEPTION THE RAILWAY EXPRESS AGENCY BUILDING IS NOW VACANT,
 NL0192'MEASUREMENTS TO OBJECTS WERE VERIFIED.
 NL0192
 NL0192                          STATION RECOVERY (2006)
 NL0192
 NL0192'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NL0192'AS DESCRIBED, UNDER WOOD CHIP MULCH AND SURROUNDED BY RED BRICKS.
 NL0192'HANDHELD COORDINATES N42 03 55.4 W094 52 19.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0118 ***********************************************************************
 OQ0118  DESIGNATION -  Y 9
 OQ0118  PID         -  OQ0118
 OQ0118  STATE/COUNTY-  IA/SIOUX
 OQ0118  USGS QUAD   -  ROCK VALLEY (1968)
 OQ0118
 OQ0118                         *CURRENT SURVEY CONTROL
 OQ0118  ___________________________________________________________________
 OQ0118* NAD 83(1986)-  43 12 21.     (N)    096 18 33.     (W)     SCALED    
 OQ0118* NAVD 88     -       377.905  (meters)    1239.84   (feet)  ADJUSTED  
 OQ0118  ___________________________________________________________________
 OQ0118  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OQ0118  DYNAMIC HT  -         377.799 (meters)    1239.50  (feet)  COMP
 OQ0118  MODELED GRAV-     980,326.9   (mgal)                       NAVD 88
 OQ0118
 OQ0118  VERT ORDER  -  SECOND    CLASS 0
 OQ0118
 OQ0118.The horizontal coordinates were scaled from a topographic map and have
 OQ0118.an estimated accuracy of +/- 6 seconds.
 OQ0118
 OQ0118.The orthometric height was determined by differential leveling
 OQ0118.and adjusted by the National Geodetic Survey in June 1991..
 OQ0118
 OQ0118.The geoid height was determined by GEOID03.
 OQ0118
 OQ0118.The dynamic height is computed by dividing the NAVD 88
 OQ0118.geopotential number by the normal gravity value computed on the
 OQ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0118.degrees latitude (g = 980.6199 gals.).
 OQ0118
 OQ0118.The modeled gravity was interpolated from observed gravity values.
 OQ0118
 OQ0118;                    North         East    Units  Estimated Accuracy
 OQ0118;SPC IA N     - 1,193,280.    1,271,750.      MT  (+/- 180 meters Scaled)
 OQ0118
 OQ0118                          SUPERSEDED SURVEY CONTROL
 OQ0118
 OQ0118  NGVD 29 (??/??/92)  377.685  (m)         1239.12   (f) ADJ UNCH    2 0
 OQ0118
 OQ0118.Superseded values are not recommended for survey control.
 OQ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0118.See file dsdata.txt to determine how the superseded data were derived.
 OQ0118
 OQ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN185871(NAD 83)
 OQ0118_MARKER: DB = BENCH MARK DISK
 OQ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0118_STAMPING: Y 9 1934
 OQ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0118+STABILITY: SURFACE MOTION
 OQ0118
 OQ0118  HISTORY     - Date     Condition        Report By
 OQ0118  HISTORY     - 1934     MONUMENTED       CGS
 OQ0118  HISTORY     - 1966     MARK NOT FOUND   USGS
 OQ0118
 OQ0118                          STATION DESCRIPTION
 OQ0118
 OQ0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0118'0.7 MI W FROM ROCK VALLEY.
 OQ0118'0.7 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0118'RAILROAD FROM THE STATION AT ROCK VALLEY, 275 YARDS EAST OF THE
 OQ0118'EAST OF THE EAST END OF THE BRIDGE OVER ROCK RIVER, 80 YARDS
 OQ0118'WEST OF THE WEST END OF A SWITCH, 44.8 FEET NORTH OF THE NORTH
 OQ0118'RAIL, AND 1.7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OQ0118'DISK, STAMPED Y 9 1934 AND SET IN THE TOP OF A CONCRETE POST
 OQ0118'PROJECTING 7 INCHES ABOVE GROUND.  NOTE-- THE SWITCH HAS BEEN
 OQ0118'REMOVED.
 OQ0118
 OQ0118                          STATION RECOVERY (1966)
 OQ0118
 OQ0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OQ0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0344 ***********************************************************************
 MJ0344  DESIGNATION -  Y 90
 MJ0344  PID         -  MJ0344
 MJ0344  STATE/COUNTY-  IA/CRAWFORD
 MJ0344  USGS QUAD   -  DOW CITY (1971)
 MJ0344
 MJ0344                         *CURRENT SURVEY CONTROL
 MJ0344  ___________________________________________________________________
 MJ0344* NAD 83(1986)-  41 56 49.     (N)    095 26 34.     (W)     SCALED    
 MJ0344* NAVD 88     -       351.333  (meters)    1152.66   (feet)  ADJUSTED  
 MJ0344  ___________________________________________________________________
 MJ0344  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 MJ0344  DYNAMIC HT  -         351.178 (meters)    1152.16  (feet)  COMP
 MJ0344  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 MJ0344
 MJ0344  VERT ORDER  -  SECOND    CLASS 0
 MJ0344
 MJ0344.The horizontal coordinates were scaled from a topographic map and have
 MJ0344.an estimated accuracy of +/- 6 seconds.
 MJ0344
 MJ0344.The orthometric height was determined by differential leveling
 MJ0344.and adjusted by the National Geodetic Survey in June 1991..
 MJ0344
 MJ0344.The geoid height was determined by GEOID03.
 MJ0344
 MJ0344.The dynamic height is computed by dividing the NAVD 88
 MJ0344.geopotential number by the normal gravity value computed on the
 MJ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0344.degrees latitude (g = 980.6199 gals.).
 MJ0344
 MJ0344.The modeled gravity was interpolated from observed gravity values.
 MJ0344
 MJ0344;                    North         East    Units  Estimated Accuracy
 MJ0344;SPC IA N     - 1,051,500.    1,338,920.      MT  (+/- 180 meters Scaled)
 MJ0344
 MJ0344                          SUPERSEDED SURVEY CONTROL
 MJ0344
 MJ0344  NGVD 29 (??/??/92)  351.200  (m)         1152.23   (f) ADJ UNCH    2 0
 MJ0344
 MJ0344.Superseded values are not recommended for survey control.
 MJ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0344.See file dsdata.txt to determine how the superseded data were derived.
 MJ0344
 MJ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG975467(NAD 83)
 MJ0344_MARKER: DB = BENCH MARK DISK
 MJ0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0344_SP_SET: BRIDGE
 MJ0344_STAMPING: Y 90 1935
 MJ0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0344
 MJ0344  HISTORY     - Date     Condition        Report By
 MJ0344  HISTORY     - 1935     MONUMENTED       CGS
 MJ0344
 MJ0344                          STATION DESCRIPTION
 MJ0344
 MJ0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0344'1.1 MI E FROM ARION.
 MJ0344'1.1 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MJ0344'RAILROAD FROM THE CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY
 MJ0344'AT ARION, CRAWFORD COUNTY, 4 POLES WEST OF A ROAD CROSSING, AT
 MJ0344'BRIDGE 38, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT,
 MJ0344'8 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN
 MJ0344'THE TRACK.  A STANDARD DISK, STAMPED Y 90 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0363 ***********************************************************************
 NL0363  DESIGNATION -  Y 91
 NL0363  PID         -  NL0363
 NL0363  STATE/COUNTY-  IA/WOODBURY
 NL0363  USGS QUAD   -  SMITHLAND (1969)
 NL0363
 NL0363                         *CURRENT SURVEY CONTROL
 NL0363  ___________________________________________________________________
 NL0363* NAD 83(1986)-  42 12 44.     (N)    095 55 23.     (W)     SCALED    
 NL0363* NAVD 88     -       326.250  (meters)    1070.37   (feet)  ADJUSTED  
 NL0363  ___________________________________________________________________
 NL0363  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 NL0363  DYNAMIC HT  -         326.134 (meters)    1069.99  (feet)  COMP
 NL0363  MODELED GRAV-     980,258.2   (mgal)                       NAVD 88
 NL0363
 NL0363  VERT ORDER  -  SECOND    CLASS 0
 NL0363
 NL0363.The horizontal coordinates were scaled from a topographic map and have
 NL0363.an estimated accuracy of +/- 6 seconds.
 NL0363
 NL0363.The orthometric height was determined by differential leveling
 NL0363.and adjusted by the National Geodetic Survey in June 1991..
 NL0363
 NL0363.The geoid height was determined by GEOID03.
 NL0363
 NL0363.The dynamic height is computed by dividing the NAVD 88
 NL0363.geopotential number by the normal gravity value computed on the
 NL0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0363.degrees latitude (g = 980.6199 gals.).
 NL0363
 NL0363.The modeled gravity was interpolated from observed gravity values.
 NL0363
 NL0363;                    North         East    Units  Estimated Accuracy
 NL0363;SPC IA N     - 1,081,980.    1,299,950.      MT  (+/- 180 meters Scaled)
 NL0363
 NL0363                          SUPERSEDED SURVEY CONTROL
 NL0363
 NL0363  NGVD 29 (??/??/92)  326.095  (m)         1069.86   (f) ADJ UNCH    2 0
 NL0363
 NL0363.Superseded values are not recommended for survey control.
 NL0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0363.See file dsdata.txt to determine how the superseded data were derived.
 NL0363
 NL0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG587774(NAD 83)
 NL0363_MARKER: DB = BENCH MARK DISK
 NL0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0363_STAMPING: Y 91 1935 1069.808
 NL0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0363+STABILITY: SURFACE MOTION
 NL0363
 NL0363  HISTORY     - Date     Condition        Report By
 NL0363  HISTORY     - 1935     MONUMENTED       CGS
 NL0363  HISTORY     - 1949     GOOD             NGS
 NL0363
 NL0363                          STATION DESCRIPTION
 NL0363
 NL0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NL0363'NEAR SMITHLAND.
 NL0363'0.05 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE
 NL0363'AT SMITHLAND, THENCE 0.1 MILE EAST ALONG A GRAVELED STREET,
 NL0363'THENCE 1.1 MILES SOUTH ALONG THE OLD ILLINOIS CENTRAL RAILROAD
 NL0363'BED, 0.7 MILE SOUTH OF BENCH MARK J 92 1935.  8-1/2 RAILS EAST
 NL0363'OF TRESTLE T-130-1/2 WHICH IS ON THE CHICAGO, MILWAUKEE, ST.
 NL0363'PAUL AND PACIFIC RAILROAD, 55.0 FEET SOUTH OF THE SOUTH RAIL
 NL0363'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 48
 NL0363'FEET EAST OF THE CENTER OF THE OLD ILLINOIS CENTRAL RAILROAD
 NL0363'BED, 0.6 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1.6 FEET WEST
 NL0363'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 NL0363'PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THE ILLINOIS
 NL0363'CENTRAL RAILROAD REFERRED TO IN THE OLD DESCRIPTION HAS BEEN
 NL0363'ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0305 ***********************************************************************
 MJ0305  DESIGNATION -  Y 95
 MJ0305  PID         -  MJ0305
 MJ0305  STATE/COUNTY-  IA/CRAWFORD
 MJ0305  USGS QUAD   -  DEFIANCE (1971)
 MJ0305
 MJ0305                         *CURRENT SURVEY CONTROL
 MJ0305  ___________________________________________________________________
 MJ0305* NAD 83(1986)-  41 52 11.     (N)    095 16 01.     (W)     SCALED    
 MJ0305* NAVD 88     -       396.318  (meters)    1300.25   (feet)  ADJUSTED  
 MJ0305  ___________________________________________________________________
 MJ0305  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 MJ0305  DYNAMIC HT  -         396.132 (meters)    1299.64  (feet)  COMP
 MJ0305  MODELED GRAV-     980,143.3   (mgal)                       NAVD 88
 MJ0305
 MJ0305  VERT ORDER  -  SECOND    CLASS 0
 MJ0305
 MJ0305.The horizontal coordinates were scaled from a topographic map and have
 MJ0305.an estimated accuracy of +/- 6 seconds.
 MJ0305
 MJ0305.The orthometric height was determined by differential leveling
 MJ0305.and adjusted by the National Geodetic Survey in June 1991..
 MJ0305
 MJ0305.The geoid height was determined by GEOID03.
 MJ0305
 MJ0305.The dynamic height is computed by dividing the NAVD 88
 MJ0305.geopotential number by the normal gravity value computed on the
 MJ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0305.degrees latitude (g = 980.6199 gals.).
 MJ0305
 MJ0305.The modeled gravity was interpolated from observed gravity values.
 MJ0305
 MJ0305;                    North         East    Units  Estimated Accuracy
 MJ0305;SPC IA N     - 1,042,600.    1,353,310.      MT  (+/- 180 meters Scaled)
 MJ0305
 MJ0305                          SUPERSEDED SURVEY CONTROL
 MJ0305
 MJ0305  NGVD 29 (??/??/92)  396.178  (m)         1299.79   (f) ADJ UNCH    2 0
 MJ0305
 MJ0305.Superseded values are not recommended for survey control.
 MJ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0305.See file dsdata.txt to determine how the superseded data were derived.
 MJ0305
 MJ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG118377(NAD 83)
 MJ0305_MARKER: DB = BENCH MARK DISK
 MJ0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0305_STAMPING: 1299.686 Y 95 1935
 MJ0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0305+STABILITY: SURFACE MOTION
 MJ0305
 MJ0305  HISTORY     - Date     Condition        Report By
 MJ0305  HISTORY     - 1935     MONUMENTED       CGS
 MJ0305  HISTORY     - 1942     GOOD             NGS
 MJ0305
 MJ0305                          STATION DESCRIPTION
 MJ0305
 MJ0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MJ0305'2.4 MI SW FROM MANILLA.
 MJ0305'2.4 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0305'PACIFIC RAILROAD FROM THE STATION AT MANILLA, CRAWFORD COUNTY,
 MJ0305'390 FEET EAST OF THE STATION AT ASTOR, AT THE CROSSING OF A
 MJ0305'NORTH-AND-SOUTH ROAD, 42 FEET SOUTH OF THE CENTERLINE OF THE
 MJ0305'TRACK, 30 FEET WEST OF THE CENTERLINE OF THE ROAD, 16 FEET
 MJ0305'SOUTHWEST OF A POLE, AND 2-1/2 FEET LOWER THAN THE TOP OF THE
 MJ0305'RAIL.  A STANDARD DISK, STAMPED 1299.686 Y 95 1935 AND SET IN
 MJ0305'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0439 ***********************************************************************
 MJ0439  DESIGNATION -  Y 98
 MJ0439  PID         -  MJ0439
 MJ0439  STATE/COUNTY-  IA/MONTGOMERY
 MJ0439  USGS QUAD   -  GRISWOLD (1978)
 MJ0439
 MJ0439                         *CURRENT SURVEY CONTROL
 MJ0439  ___________________________________________________________________
 MJ0439* NAD 83(1986)-  41 08 56.     (N)    095 09 38.     (W)     SCALED    
 MJ0439* NAVD 88     -       327.865  (meters)    1075.67   (feet)  ADJUSTED  
 MJ0439  ___________________________________________________________________
 MJ0439  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 MJ0439  DYNAMIC HT  -         327.727 (meters)    1075.22  (feet)  COMP
 MJ0439  MODELED GRAV-     980,194.1   (mgal)                       NAVD 88
 MJ0439
 MJ0439  VERT ORDER  -  SECOND    CLASS 0
 MJ0439
 MJ0439.The horizontal coordinates were scaled from a topographic map and have
 MJ0439.an estimated accuracy of +/- 6 seconds.
 MJ0439
 MJ0439.The orthometric height was determined by differential leveling
 MJ0439.and adjusted by the National Geodetic Survey in June 1991..
 MJ0439
 MJ0439.The geoid height was determined by GEOID03.
 MJ0439
 MJ0439.The dynamic height is computed by dividing the NAVD 88
 MJ0439.geopotential number by the normal gravity value computed on the
 MJ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0439.degrees latitude (g = 980.6199 gals.).
 MJ0439
 MJ0439.The modeled gravity was interpolated from observed gravity values.
 MJ0439
 MJ0439;                    North         East    Units  Estimated Accuracy
 MJ0439;SPC IA S     -   128,910.      360,620.      MT  (+/- 180 meters Scaled)
 MJ0439
 MJ0439                          SUPERSEDED SURVEY CONTROL
 MJ0439
 MJ0439  NGVD 29 (??/??/92)  327.787  (m)         1075.41   (f) ADJ UNCH    2 0
 MJ0439
 MJ0439.Superseded values are not recommended for survey control.
 MJ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0439.See file dsdata.txt to determine how the superseded data were derived.
 MJ0439
 MJ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF186575(NAD 83)
 MJ0439_MARKER: DB = BENCH MARK DISK
 MJ0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0439_STAMPING: Y 98 1935
 MJ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0439+STABILITY: SURFACE MOTION
 MJ0439
 MJ0439  HISTORY     - Date     Condition        Report By
 MJ0439  HISTORY     - 1935     MONUMENTED       CGS
 MJ0439  HISTORY     - 1949     GOOD             NGS
 MJ0439
 MJ0439                          STATION DESCRIPTION
 MJ0439
 MJ0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0439'AT ELLIOTT.
 MJ0439'AT ELLIOTT, 117.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MJ0439'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 49.6 FEET
 MJ0439'SOUTHWEST OF A FIRE HYDRANT, 42.0 FEET SOUTH OF THE SOUTH CURB
 MJ0439'OF AN EAST-WEST STREET, 35.7 FEET EAST OF THE EAST RAIL OF THE
 MJ0439'MAIN TRACK, 11.0 FEET SOUTH OF A POLE, 1.5 FEET NORTH OF A
 MJ0439'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH
 MJ0439'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0211 ***********************************************************************
 MJ0211  DESIGNATION -  Y 99
 MJ0211  PID         -  MJ0211
 MJ0211  STATE/COUNTY-  IA/AUDUBON
 MJ0211  USGS QUAD   -  EXIRA WEST (1983)
 MJ0211
 MJ0211                         *CURRENT SURVEY CONTROL
 MJ0211  ___________________________________________________________________
 MJ0211* NAD 83(1986)-  41 36 45.     (N)    094 53 53.     (W)     SCALED    
 MJ0211* NAVD 88     -       377.978  (meters)    1240.08   (feet)  ADJUSTED  
 MJ0211  ___________________________________________________________________
 MJ0211  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 MJ0211  DYNAMIC HT  -         377.837 (meters)    1239.62  (feet)  COMP
 MJ0211  MODELED GRAV-     980,239.9   (mgal)                       NAVD 88
 MJ0211
 MJ0211  VERT ORDER  -  SECOND    CLASS 0
 MJ0211
 MJ0211.The horizontal coordinates were scaled from a topographic map and have
 MJ0211.an estimated accuracy of +/- 6 seconds.
 MJ0211
 MJ0211.The orthometric height was determined by differential leveling
 MJ0211.and adjusted by the National Geodetic Survey in June 1991..
 MJ0211
 MJ0211.The geoid height was determined by GEOID03.
 MJ0211
 MJ0211.The dynamic height is computed by dividing the NAVD 88
 MJ0211.geopotential number by the normal gravity value computed on the
 MJ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0211.degrees latitude (g = 980.6199 gals.).
 MJ0211
 MJ0211.The modeled gravity was interpolated from observed gravity values.
 MJ0211
 MJ0211;                    North         East    Units  Estimated Accuracy
 MJ0211;SPC IA S     -   180,010.      383,480.      MT  (+/- 180 meters Scaled)
 MJ0211
 MJ0211                          SUPERSEDED SURVEY CONTROL
 MJ0211
 MJ0211.No superseded survey control is available for this station.
 MJ0211
 MJ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG418084(NAD 83)
 MJ0211_MARKER: DB = BENCH MARK DISK
 MJ0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0211_SP_SET: CULVERT
 MJ0211_STAMPING: Y-99 1935
 MJ0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0211
 MJ0211  HISTORY     - Date     Condition        Report By
 MJ0211  HISTORY     - 1935     MONUMENTED       CGS
 MJ0211  HISTORY     - 20040329 MARK NOT FOUND   JCLS
 MJ0211
 MJ0211                          STATION DESCRIPTION
 MJ0211
 MJ0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0211'1.5 MI N FROM EXIRA.
 MJ0211'DEPOT, EXIRA, 1.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND
 MJ0211'PACIFIC RAILROAD 10 POLES NORTH OF MILEPOST 457 AT 3 FOOT BY 5
 MJ0211'FOOT R C B HIGHWAY CULVERT, AT RAILROAD PILING BRIDGE 457.3.
 MJ0211'SET IN THE SOUTH END OF THE WEST HEADWALL, 55 FEET EAST OF THE
 MJ0211'CENTER LINE OF THE TRACK, 12 FEET WEST OF THE CENTER LINE OF THE
 MJ0211'HIGHWAY, 2 FEET ABOVE ROAD LEVEL, 3 FEET ABOVE RAIL LEVEL.
 MJ0211
 MJ0211                          STATION RECOVERY (2004)
 MJ0211
 MJ0211'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 MJ0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1073 ***********************************************************************
 MJ1073  DESIGNATION -  YALE MUNICIPAL TANK
 MJ1073  PID         -  MJ1073
 MJ1073  STATE/COUNTY-  IA/GUTHRIE
 MJ1073  USGS QUAD   -  YALE (1982)
 MJ1073
 MJ1073                         *CURRENT SURVEY CONTROL
 MJ1073  ___________________________________________________________________
 MJ1073* NAD 83(1996)-  41 46 28.61709(N)    094 21 19.39669(W)     ADJUSTED  
 MJ1073* NAVD 88     -                                                        
 MJ1073  ___________________________________________________________________
 MJ1073  LAPLACE CORR-          -7.67  (seconds)                    DEFLEC99
 MJ1073  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 MJ1073
 MJ1073  HORZ ORDER  -  THIRD
 MJ1073
 MJ1073.The horizontal coordinates were established by classical geodetic methods
 MJ1073.and adjusted by the National Geodetic Survey in May 1999..
 MJ1073
 MJ1073
 MJ1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1073
 MJ1073.The geoid height was determined by GEOID03.
 MJ1073
 MJ1073;                    North         East     Units Scale Factor Converg.
 MJ1073;SPC IA S     -   197,424.443   428,882.180   MT  0.99999846   -0 33 48.4
 MJ1073;SPC IA N     - 1,030,863.624 1,428,877.457   MT  1.00006582   -0 34 47.0
 MJ1073;UTM  15      - 4,625,640.298   387,353.559   MT  0.99975615   -0 54 11.0
 MJ1073
 MJ1073                          SUPERSEDED SURVEY CONTROL
 MJ1073
 MJ1073  NAD 83(1986)-  41 46 28.61257(N)    094 21 19.40009(W) AD(       ) 4
 MJ1073  NAD 27      -  41 46 28.66300(N)    094 21 18.52200(W) AD(       ) 3
 MJ1073
 MJ1073.Superseded values are not recommended for survey control.
 MJ1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1073.See file dsdata.txt to determine how the superseded data were derived.
 MJ1073
 MJ1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG8735425640(NAD 83)
 MJ1073_MARKER: 51 = TANK
 MJ1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1073+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 MJ1073
 MJ1073  HISTORY     - Date     Condition        Report By
 MJ1073  HISTORY     - 1930     FIRST OBSERVED   CGS
 MJ1073  HISTORY     - 1969     GOOD             CGS
 MJ1073  HISTORY     - 20060828 GOOD             GEOCAC
 MJ1073
 MJ1073                          STATION DESCRIPTION
 MJ1073
 MJ1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 MJ1073'THE STATION IS THE RED LIGHT LOCATED ATOP THE YALE, MUNICIPAL
 MJ1073'WATER TANK THAT IS LOCATED NEAR THE CENTER OF THE SMALL TOWN OF
 MJ1073'YALE.  THE TANK IS A FOUR-LEGGED STRUCTURE PAINTED ALUMINUM COLOR
 MJ1073'AND IS CYLINDRICAL IN SHAPE.  IT IS 110 FEET IN HEIGHT.
 MJ1073
 MJ1073                          STATION RECOVERY (2006)
 MJ1073
 MJ1073'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MJ1073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0805 ***********************************************************************
 MG0805  DESIGNATION -  YARMOUTH MICH WIS PLINE CO MST
 MG0805  PID         -  MG0805
 MG0805  STATE/COUNTY-  IA/DES MOINES
 MG0805  USGS QUAD   -  MORNING SUN (1981)
 MG0805
 MG0805                         *CURRENT SURVEY CONTROL
 MG0805  ___________________________________________________________________
 MG0805* NAD 83(1996)-  41 01 48.51191(N)    091 19 10.16268(W)     ADJUSTED  
 MG0805* NAVD 88     -                                                        
 MG0805  ___________________________________________________________________
 MG0805  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 MG0805  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MG0805
 MG0805  HORZ ORDER  -  THIRD
 MG0805
 MG0805.The horizontal coordinates were established by classical geodetic methods
 MG0805.and adjusted by the National Geodetic Survey in May 1999..
 MG0805
 MG0805
 MG0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0805
 MG0805.The geoid height was determined by GEOID03.
 MG0805
 MG0805;                    North         East     Units Scale Factor Converg.
 MG0805;SPC IA S     -   116,693.630   683,346.179   MT  0.99995279   +1 26 10.7
 MG0805;UTM  15      - 4,543,463.385   641,271.928   MT  0.99984564   +1 06 12.1
 MG0805
 MG0805                          SUPERSEDED SURVEY CONTROL
 MG0805
 MG0805  NAD 83(1986)-  41 01 48.52144(N)    091 19 10.16882(W) AD(       ) 4
 MG0805  NAD 27      -  41 01 48.39900(N)    091 19 09.61400(W) AD(       ) 3
 MG0805
 MG0805.Superseded values are not recommended for survey control.
 MG0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0805.See file dsdata.txt to determine how the superseded data were derived.
 MG0805
 MG0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF4127243463(NAD 83)
 MG0805_MARKER: 42 = RADIO/TV MAST
 MG0805
 MG0805  HISTORY     - Date     Condition        Report By
 MG0805  HISTORY     - 1955     FIRST OBSERVED   CGS
 MG0805
 MG0805                          STATION DESCRIPTION
 MG0805
 MG0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 MG0805'STATION IS LOCATED AT THE TOWN OF JARMAN ON THE PROPERTY OF
 MG0805'THE MICHIGAN-WISCONSIN PIPE LINE COMPANY.  THE RADIO MAST IS
 MG0805'ABOUT 150 FEET IN HEIGHT AND IS ALTERNATELY PAINTED ORANGE
 MG0805'AND WHITE.  THE FLASHING RED LIGHT AT TOP WAS INTERSECTED.
 MG0805'
 MG0805'OFFICE NOTE--F.C.C. RECORDS INDICATE THAT MAST IS LOCATED
 MG0805'IN YARMOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0522 ***********************************************************************
 MH0522  DESIGNATION -  YEAGER
 MH0522  PID         -  MH0522
 MH0522  STATE/COUNTY-  IA/WAPELLO
 MH0522  USGS QUAD   -  FARSON (1976)
 MH0522
 MH0522                         *CURRENT SURVEY CONTROL
 MH0522  ___________________________________________________________________
 MH0522* NAD 83(1996)-  41 03 37.95704(N)    092 16 26.64204(W)     ADJUSTED  
 MH0522* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 MH0522  ___________________________________________________________________
 MH0522  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 MH0522  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MH0522
 MH0522  HORZ ORDER  -  SECOND
 MH0522
 MH0522.The horizontal coordinates were established by classical geodetic methods
 MH0522.and adjusted by the National Geodetic Survey in May 1999..
 MH0522
 MH0522.The orthometric height was scaled from a topographic map.
 MH0522
 MH0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0522
 MH0522.The geoid height was determined by GEOID03.
 MH0522
 MH0522;                    North         East     Units Scale Factor Converg.
 MH0522;SPC IA S     -   118,497.628   603,041.216   MT  0.99995136   +0 48 27.1
 MH0522;UTM  15      - 4,545,731.836   560,996.384   MT  0.99964579   +0 28 36.7
 MH0522
 MH0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0522!SPC IA S     -   0.99996779  x   0.99995136  =   0.99991915
 MH0522!UTM  15      -   0.99996779  x   0.99964579  =   0.99961359
 MH0522
 MH0522:                Primary Azimuth Mark                     Grid Az
 MH0522:SPC IA S     -  YEAGER AZ MK                             091 33 47.1
 MH0522:UTM  15      -  YEAGER AZ MK                             091 53 37.5
 MH0522
 MH0522|---------------------------------------------------------------------|
 MH0522| PID    Reference Object                     Distance      Geod. Az  |
 MH0522|                                                           dddmmss.s |
 MH0522| CM2630 YEAGER AZ MK                                       0922214.2 |
 MH0522| CM2631 YEAGER RM 1                          29.049 METERS 18150     |
 MH0522| LE0444 AGENCY MUNICIPAL TANK               APPROX. 7.8 KM 1985330.3 |
 MH0522| MH0534 OTTUMWA IOWA SOUTHERN UTIL STK      APPROX.12.5 KM 2461223.2 |
 MH0522| CM2632 YEAGER RM 2                          27.500 METERS 25203     |
 MH0522| MH0531 OTTUMWA MUNICIPAL TANK              APPROX.10.9 KM 2524900.0 |
 MH0522| MH0529 OTTUMWA ST JOSEPHS HOSP STACK       APPROX.10.8 KM 2561649.9 |
 MH0522| MH0536 OTTUMWA HEIGHTS COLL S BELFRY       APPROX.10.3 KM 2600815.8 |
 MH0522|---------------------------------------------------------------------|
 MH0522
 MH0522                          SUPERSEDED SURVEY CONTROL
 MH0522
 MH0522  NAD 83(1986)-  41 03 37.96227(N)    092 16 26.65435(W) AD(       ) 2
 MH0522  NAD 27      -  41 03 37.90590(N)    092 16 25.99590(W) AD(       ) 2
 MH0522
 MH0522.Superseded values are not recommended for survey control.
 MH0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0522.See file dsdata.txt to determine how the superseded data were derived.
 MH0522
 MH0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF6099645732(NAD 83)
 MH0522_MARKER: DS = TRIANGULATION STATION DISK
 MH0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0522
 MH0522  HISTORY     - Date     Condition        Report By
 MH0522  HISTORY     - 1956     MONUMENTED       CGS
 MH0522
 MH0522                          STATION DESCRIPTION
 MH0522
 MH0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 MH0522'STATION IS ABOUT 9 MILES SOUTH-SOUTHEAST OF HEDRICK, ABOUT
 MH0522'8.5 MILES NORTHEAST OF OTTUMWA, ABOUT 5 MILES NORTH-NORTHEAST
 MH0522'OF AGENCY, ON PROPERTY OWNED AND OCCUPIED BY MR. L.D. YEAGER
 MH0522'AND IS IN SECTION 5, T. 72 N., R. 12 W.
 MH0522'
 MH0522'TO REACH THE STATION FROM THE POST OFFICE IN AGENCY, GO EAST
 MH0522'ON U.S. HIGHWAY 34 FOR 1 BLOCK, TURN LEFT AND GO NORTH ON
 MH0522'HARD SURFACE AND GRAVEL ROAD FOR 2.5 MILES TO A T-INTERSECTION,
 MH0522'TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.5 MILE TO A
 MH0522'SIDE ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON GRAVEL ROAD
 MH0522'FOR 2 MILES TO CROSSROAD, TURN RIGHT AND GO EAST ON GRAVEL
 MH0522'ROAD FOR 1.1 MILES TO MR. YEAGERS FARM HOME AND THE STATION
 MH0522'ON THE LEFT.  (CONTINUE EAST ON GRAVEL ROAD FOR 0.4 MILE TO
 MH0522'THE AZIMUTH MARK ON THE RIGHT.)
 MH0522'
 MH0522'STATION MARKS, ARE STANDARD DISKS STAMPED YEAGER 1956.  THE
 MH0522'STATION SURFACE MARK IS SET IN THE TOP OF A CONCRETE MONUMENT
 MH0522'WHICH IS LEVEL WITH THE GROUND SURFACE.  IT IS 187 FEET EAST
 MH0522'OF THE CENTER OF MR. YEAGERS DRIVEWAY, 179 FEET WEST OF THE
 MH0522'SOUTHWEST CORNER OF SCHOOLHOUSE, 60 FEET NORTH OF THE CENTER
 MH0522'OF GRAVEL ROAD, 51 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF
 MH0522'A LARGE ELM TREE, 33 FEET NORTHWEST OF A FENCE CORNER POST
 MH0522'AND 21.5 FEET NORTH OF A WATER PUMP.  THE STATION UNDERGROUND
 MH0522'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 MH0522'THE GROUND SURFACE.
 MH0522'
 MH0522'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED YEAGER NO 1 1956,
 MH0522'IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 3 INCHES
 MH0522'BELOW THE GROUND SURFACE.  IT IS 153 FEET EAST OF THE CENTER
 MH0522'OF A WOODEN GATE, 36 FEET SOUTH OF THE CENTER OF GRAVEL ROAD,
 MH0522'2.5 FEET SOUTHEAST OF A TELEPHONE POLE AND 6 INCHES SOUTH OF
 MH0522'AN EAST-WEST FENCE LINE.  A STANDARD WITNESS POST WAS SET
 MH0522'3 FEET NORTHWEST OF THE MARK.
 MH0522'
 MH0522'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED YEAGER NO 2
 MH0522'1956, IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS LEVEL
 MH0522'WITH THE GROUND SURFACE.  IT IS 104 FEET WEST OF A FENCE
 MH0522'CORNER POST, 77 FEET EAST OF A FENCE CORNER POST, 32 FEET
 MH0522'NORTH OF THE CENTER OF A GRAVEL ROAD AND 6 INCHES NORTH OF AN
 MH0522'EAST-WEST FENCE LINE.
 MH0522'
 MH0522'AZIMUTH MARK, A STANDARD DISK STAMPED YEAGER 1956, IS SET
 MH0522'IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 MH0522'IT IS 66 FEET WEST OF THE CENTER OF A FIELD ENTRANCE, 34
 MH0522'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 1.5 FEET WEST OF
 MH0522'A TELEPHONE POLE AND 6 INCHES NORTH OF AN EAST-WEST FENCE
 MH0522'LINE.  A STANDARD WITNESS POST WAS SET 2 FEET EAST OF THE
 MH0522'MARK.
 MH0522'
 MH0522'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0794 ***********************************************************************
 NJ0794  DESIGNATION -  YEAROUS
 NJ0794  PID         -  NJ0794
 NJ0794  STATE/COUNTY-  IA/CLAYTON
 NJ0794  USGS QUAD   -  VOLGA (1965)
 NJ0794
 NJ0794                         *CURRENT SURVEY CONTROL
 NJ0794  ___________________________________________________________________
 NJ0794* NAD 83(1996)-  42 45 42.77294(N)    091 35 52.20664(W)     ADJUSTED  
 NJ0794* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 NJ0794  ___________________________________________________________________
 NJ0794  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 NJ0794  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 NJ0794
 NJ0794  HORZ ORDER  -  FIRST
 NJ0794
 NJ0794.The horizontal coordinates were established by classical geodetic methods
 NJ0794.and adjusted by the National Geodetic Survey in May 1999..
 NJ0794
 NJ0794.The orthometric height was scaled from a topographic map.
 NJ0794
 NJ0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0794
 NJ0794.The geoid height was determined by GEOID03.
 NJ0794
 NJ0794;                    North         East     Units Scale Factor Converg.
 NJ0794;SPC IA N     - 1,141,917.289 1,655,680.525   MT  0.99994672   +1 17 21.1
 NJ0794;UTM  15      - 4,735,325.928   614,729.396   MT  0.99976194   +0 57 07.6
 NJ0794
 NJ0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0794!SPC IA N     -   0.99994412  x   0.99994672  =   0.99989085
 NJ0794!UTM  15      -   0.99994412  x   0.99976194  =   0.99970608
 NJ0794
 NJ0794:                Primary Azimuth Mark                     Grid Az
 NJ0794:SPC IA N     -  ST SEBALDS EVAN LUTH CH SPIRE            120 17 55.1
 NJ0794:UTM  15      -  ST SEBALDS EVAN LUTH CH SPIRE            120 38 08.6
 NJ0794
 NJ0794|---------------------------------------------------------------------|
 NJ0794| PID    Reference Object                     Distance      Geod. Az  |
 NJ0794|                                                           dddmmss.s |
 NJ0794| NJ0801 ST SEBALDS EVAN LUTH CH SPIRE       APPROX. 4.9 KM 1213516.2 |
 NJ0794| NJ0802 STRAWBERRY PT EMANUEL LUTH CH       APPROX. 9.7 KM 1474346.8 |
 NJ0794| NJ0803 YONDA                               APPROX.15.8 KM 1764902.0 |
 NJ0794| CI6603 YEAROUS RM 5                         15.023 METERS 19849     |
 NJ0794| CI6601 YEAROUS RM 3                         24.192 METERS 23834     |
 NJ0794| CI6599 YEAROUS RM 1                         23.598 METERS 24035     |
 NJ0794| NJ0809 ARLINGTON METH EPIS CH SPIRE        APPROX. 6.1 KM 2550755.1 |
 NJ0794| NJ0812 ARLINGTON ST JOHNS LUTH CH TWR      APPROX. 6.6 KM 2551048.7 |
 NJ0794| CI6598 YEAROUS AZ MK                                      2593946.5 |
 NJ0794| CI6602 YEAROUS RM 4                         22.190 METERS 32150     |
 NJ0794| CI6600 YEAROUS RM 2                         21.095 METERS 32352     |
 NJ0794|---------------------------------------------------------------------|
 NJ0794
 NJ0794                          SUPERSEDED SURVEY CONTROL
 NJ0794
 NJ0794  NAD 83(1996)-  42 45 42.77284(N)    091 35 52.20631(W) AD(       ) 1
 NJ0794  NAD 83(1986)-  42 45 42.76216(N)    091 35 52.20473(W) AD(       ) 1
 NJ0794  NAD 27      -  42 45 42.82070(N)    091 35 51.67140(W) AD(       ) 1
 NJ0794
 NJ0794.Superseded values are not recommended for survey control.
 NJ0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0794.See file dsdata.txt to determine how the superseded data were derived.
 NJ0794
 NJ0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH1472935326(NAD 83)
 NJ0794_MARKER: DS = TRIANGULATION STATION DISK
 NJ0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0794
 NJ0794  HISTORY     - Date     Condition        Report By
 NJ0794  HISTORY     - 1935     MONUMENTED       CGS
 NJ0794  HISTORY     - 1961     GOOD             CGS
 NJ0794  HISTORY     - 1964     GOOD             USGS
 NJ0794  HISTORY     - 1965     GOOD             CGS
 NJ0794  HISTORY     - 1980     GOOD             NGS
 NJ0794
 NJ0794                          STATION DESCRIPTION
 NJ0794
 NJ0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0794'THIS STATION IS ABOUT 6-1/2 MILES NW OF STRAWBERRY PT.,
 NJ0794'ABOUT 4 MILES SW OF VOLGA CITY, ABOUT 4 MILES ENE OF ARLINGTON,
 NJ0794'IN SW 1/4, SEC. 19, T 92 N, R 6 W, ON FARM OWNED AND OCCUPIED
 NJ0794'BY C.M. YEAROUS, ABOUT 325 FEET NNW OF THE N END OF HIS HOUSE,
 NJ0794'ON W EDGE OF THE WOODED LOT THAT IS JUST N OF THE HOUSE,
 NJ0794'140 FEET S OF THE N EDGE OF THE LOT, 8 FEET E OF THE
 NJ0794'RIGHT-OF-WAY FENCE THAT ENCLOSES THE LOT ON THE W, 32 FEET E OF
 NJ0794'CENTER LINE OF THE N-S DIRT ROAD, 32 FEET S OF THE
 NJ0794'TRIANGULAR-BLAZED 18-INCH ELM TREE, 73 FEET N OF THE TWIN
 NJ0794'10-INCH BUTTER-NUT TREE, 29 FEET NW OF THE 6-INCH
 NJ0794'BUTTERNUT-NUT TREE.  THE MARK IS 15 INCHES
 NJ0794'UNDERGROUND.
 NJ0794'
 NJ0794'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NJ0794'BRONZE DISKS SET IN CONCRETE.
 NJ0794'
 NJ0794'AZIMUTH MARK IS WSW OF STATION, 31 FEET N OF CENTER LINE OF
 NJ0794'THE E-W GRAVEL ROAD, DIRECTLY ACROSS ROAD FROM FRANK THOMPSONS
 NJ0794'HOUSE AND YARD, ON RIGHT-OF-WAY FENCE LINE, 40 FEET E OF THE
 NJ0794'E GATEPOST, 34 FEET W OF THE TELEPHONE POLE.  IT IS FLUSH
 NJ0794'WITH THE SURFACE.
 NJ0794'
 NJ0794'REFERENCE MARK NO. 1 IS SW OF STATION, 25 FEET W OF CENTER
 NJ0794'LINE OF THE ROAD, ON THE RIGHT-OF-WAY LINE, 59 FEET WNW OF THE
 NJ0794'TWIN 10-INCH BUTTER-NUT TREE.  IT PROJECTS 4 INCHES.  REFERENCE
 NJ0794'MARK NO. 2 IS NW OF STATION, 24 FEET W OF CENTER LINE OF THE
 NJ0794'ROAD, ON THE RIGHT-OF-WAY LINE, 54 FEET WNW OF THE
 NJ0794'TRIANGULAR-BLAZED 18-INCH ELM TREE, 97.11 FEET N OF REFERENCE MARK
 NJ0794'NO. 1.  IT PROJECTS 5 INCHES.
 NJ0794'
 NJ0794'TO REACH FROM THE RAILROAD STATION IN ARLINGTON, GO N ON
 NJ0794'GRAVEL STREET 0.05 MILE TO AN E-W DIRT STREET, THENCE E ON
 NJ0794'DIRT STREET 0.15 MILE TO N-S DIRT ROAD, THENCE N ON DIRT ROAD
 NJ0794'0.5 MILE TO CROSSROADS, THENCE E ON GRAVEL ROAD 3.45 MILES TO
 NJ0794'N-S DIRT ROAD AND MR. YEAROUS HOUSE ON E, THENCE N ON DIRT ROAD
 NJ0794'0.1 MILE TO STATION ON E SIDE OF ROAD.
 NJ0794'
 NJ0794'NO OBJECTS VISIBLE FROM GROUND SUITABLE FOR AZIMUTHS.
 NJ0794'
 NJ0794'THE FOLLOWING 100-FOOT SIGNALS COME INTO VIEW AS FOLLOWS--YONDA,
 NJ0794'60 FEET.  SCHUG, VISIBLE FROM GROUND.  MACHINE, VISIBLE FROM
 NJ0794'GROUND.  DOWNEY, 60 FEET.  EDGEWOOD, 70 FEET.
 NJ0794'
 NJ0794'AN 87-FOOT SIGNAL AT ARLINGTON COMES INTO VIEW AT 25 FEET.
 NJ0794'
 NJ0794'A 74-FOOT SIGNAL AT GUY COMES INTO VIEW AT 50 FEET.
 NJ0794'
 NJ0794'A 74-FOOT SIGNAL AT STRAWBERRY PT. COMES INTO VIEW AT 70 FEET.
 NJ0794'
 NJ0794'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 NJ0794
 NJ0794                          STATION RECOVERY (1961)
 NJ0794
 NJ0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 NJ0794'THE STATION AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 NJ0794'CONDITION.  REFERENCE MARKS 1 AND 2 WERE FOUND DAMAGED AND
 NJ0794'DESTROYED.  TWO NEW REFERENCE MARKS 3 AND 4 WERE ESTABLISHED
 NJ0794'AT THIS TIME.
 NJ0794'
 NJ0794'A COMPLETE NEW DESCRIPTION FOLLOWS--
 NJ0794'
 NJ0794'THE STATION IS ABOUT 4 MILES EAST-NORTHEAST OF ARLINGTON,
 NJ0794'ABOUT 4 MILES SOUTHWEST OF VOLGA, ON THE PROPERTY OF MR. FRED
 NJ0794'GIFFORD AND IS IN THE SOUTHWEST 1/4 OF SECTION 19, T. 92 N.,
 NJ0794'R. 6 W.  IT IS 78 FEET SOUTHEAST OF A POWER POLE, 58 FEET
 NJ0794'NORTH OF A TELEPHONE POLE, 31 FEET SOUTHEAST OF THE CENTERLINE
 NJ0794'OF A GRAVELED ROAD AND 6 FEET SOUTHEAST OF A WITNESS POST AND
 NJ0794'WIRE FENCE.  THE MONUMENT IS 8 INCHES UNDERGROUND AND THE DISK
 NJ0794'IS STAMPED YEAROUS 1935.
 NJ0794'
 NJ0794'TO REACH FROM THE WEST SIDE OF THE RAILROAD DEPOT IN ARLINGTON,
 NJ0794'GO NORTH ON DEPOT STREET FOR 0.05 MILE TO A T-ROAD.  TURN RIGHT
 NJ0794'AND GO EAST ON A GRAVELED STREET FOR 0.15 MILE TO A T-ROAD.
 NJ0794'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.5 MILE TO A
 NJ0794'CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 3.05
 NJ0794'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE
 NJ0794'GRAVELED ROAD FOR 0.4 MILE TO A T-ROAD.  TURN LEFT AND GO NORTH
 NJ0794'ON A GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 NJ0794'
 NJ0794'REFERENCE MARK 3 IS 112 FEET SOUTH OF THE POWER POLE, 25 FEET
 NJ0794'WEST OF THE CENTERLINE OF THE GRAVELED ROAD AND 6 INCHES
 NJ0794'EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 NJ0794'IS STAMPED YEAROUS NO 3 1935.
 NJ0794'
 NJ0794'REFERENCE MARK 4 IS 27 FEET NORTHWEST OF THE CENTERLINE OF
 NJ0794'THE GRAVELED ROAD, 11 FEET SOUTH OF THE POWER POLE AND 6 INCHES
 NJ0794'EAST OF THE WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES
 NJ0794'AND THE DISK IS STAMPED YEAROUS NO 4 1935.
 NJ0794'
 NJ0794'THE AZIMUTH MARK IS 37 FEET WEST OF A TELEPHONE POLE, 33 FEET
 NJ0794'NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 1 FOOT NORTH OF A
 NJ0794'WIRE FENCE AND 1 FOOT NORTHEAST OF A WITNESS POST.  THE MONUMENT
 NJ0794'IS 3 INCHES UNDERGROUND AND THE DISK IS STAMPED YEAROUS 1935.
 NJ0794'
 NJ0794'NO PICTURE POINT AVAILABLE.
 NJ0794'
 NJ0794'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NJ0794
 NJ0794                          STATION RECOVERY (1964)
 NJ0794
 NJ0794'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NJ0794'STATION IS IN GOOD CONDITION AND IS UNDERGROUND ABOUT 6 TO
 NJ0794'8 INCHES.
 NJ0794'
 NJ0794'REFERENCE MARKS 3 AND 4 WERE DESTROYED BY COUNTY HIGHWAY
 NJ0794'CONSTRUCTION.
 NJ0794
 NJ0794                          STATION RECOVERY (1965)
 NJ0794
 NJ0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 NJ0794'THE STATION MARK, REFERENCE MARK NO. 4, AND THE AZIMUTH MARK
 NJ0794'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 NJ0794'NO. 3 HAS BEEN DESTROYED BY ROAD CONSTRUCTION.  THE DISTANCE
 NJ0794'AND DIRECTION TO REFERENCE MARK NO. 4 WERE VERIFIED.  REFERENCE
 NJ0794'MARK NO. 5 WAS SET.
 NJ0794'
 NJ0794'THE LOCATION AND THE 1961 TO REACH THE STATION WERE FOUND
 NJ0794'ADEQUATE.
 NJ0794'
 NJ0794'FOLLOWING ARE ADDITIONAL NOTES FOR THE STATION, REFERENCE
 NJ0794'MARK NO. 4, REFERENCE MARK NO. 5, AND THE AZIMUTH MARK.
 NJ0794'
 NJ0794'STATION MARK, A STANDARD DISK STAMPED YEAROUS 1935, IS SET
 NJ0794'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 10 INCHES BELOW
 NJ0794'THE SURFACE OF THE GROUND.  IT IS 35.5 FEET SOUTH OF A CRESOTE
 NJ0794'POST IN FENCELINE, 35 FEET EAST OF THE CENTER OF A GRAVELED
 NJ0794'ROAD, 4 FEET EAST OF A METAL WITNESS POST, AND 1.5 FEET EAST
 NJ0794'OF THE FENCE.
 NJ0794'
 NJ0794'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED YEAROUS NO 4 1935,
 NJ0794'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 NJ0794'5 INCHES.  IT IS 29 FEET WEST OF THE CENTER OF THE ROAD, 13
 NJ0794'FEET SOUTH-SOUTHEAST OF A POWERLINE POLE, 7 FEET EAST OF A FENCE,
 NJ0794'AND AT THE EAST EDGE OF A BANK.
 NJ0794'
 NJ0794'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED YEAROUS 1935,
 NJ0794'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 NJ0794'1 INCH.  IT IS 36.5 FEET EAST OF THE CENTER OF THE GRAVELED
 NJ0794'ROAD, 23 FEET NORTH OF A CRESOTE POST IN THE FENCELINE, 9
 NJ0794'FEET NORTH-NORTHEAST OF A TELEPHONE POLE, AND 1/2 FEET EAST OF
 NJ0794'A FENCE.
 NJ0794'
 NJ0794'AZIMUTH MARK, A STANDARD DISK STAMPED YEAROUS 1935, IS SET
 NJ0794'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 NJ0794'IT IS 37 FEET WEST OF A TELEPHONE POLE, 33 FEET NORTH OF THE
 NJ0794'CENTER OF A GRAVELED ROAD, 1 FOOT NORTH OF A FENCE, AND 1 FOOT
 NJ0794'NORTHEAST OF A METAL WITNESS POST.
 NJ0794
 NJ0794                          STATION RECOVERY (1980)
 NJ0794
 NJ0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 NJ0794'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, THE
 NJ0794'AZIMUTH MARK HAS BEEN DESTROYED AS A RESULT OF DITCHING WORK ALONG
 NJ0794'THE ROAD.  THE REFERENCE MARKS WERE NOT SEARCHED FOR.
 NJ0794'
 NJ0794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.5 MILES
 NJ0794'NORTHWEST OF STRAWBERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0853 ***********************************************************************
 NL0853  DESIGNATION -  YETTER
 NL0853  PID         -  NL0853
 NL0853  STATE/COUNTY-  IA/CALHOUN
 NL0853  USGS QUAD   -  YETTER (1980)
 NL0853
 NL0853                         *CURRENT SURVEY CONTROL
 NL0853  ___________________________________________________________________
 NL0853* NAD 83(1996)-  42 17 23.62206(N)    094 49 03.96582(W)     ADJUSTED  
 NL0853* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 NL0853  ___________________________________________________________________
 NL0853  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 NL0853  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 NL0853
 NL0853  HORZ ORDER  -  THIRD
 NL0853
 NL0853.The horizontal coordinates were established by classical geodetic methods
 NL0853.and adjusted by the National Geodetic Survey in May 1999..
 NL0853
 NL0853.The orthometric height was scaled from a topographic map.
 NL0853
 NL0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0853
 NL0853.The geoid height was determined by GEOID03.
 NL0853
 NL0853;                    North         East     Units Scale Factor Converg.
 NL0853;SPC IA N     - 1,088,585.431 1,391,326.826   MT  0.99996698   -0 53 35.2
 NL0853;UTM  15      - 4,683,563.637   350,139.554   MT  0.99987633   -1 13 24.1
 NL0853
 NL0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NL0853!SPC IA N     -   0.99994605  x   0.99996698  =   0.99991303
 NL0853!UTM  15      -   0.99994605  x   0.99987633  =   0.99982238
 NL0853
 NL0853|---------------------------------------------------------------------|
 NL0853| PID    Reference Object                     Distance      Geod. Az  |
 NL0853|                                                           dddmmss.s |
 NL0853| CI6605 YETTER RM 1                          26.075 METERS 14557     |
 NL0853| NL0852 AUBURN MUNICIPAL TANK               APPROX. 6.3 KM 2271508.9 |
 NL0853| CI6604 YETTER AZ MK                                       2421756.1 |
 NL0853| CI6606 YETTER RM 2                          27.966 METERS 26544     |
 NL0853|---------------------------------------------------------------------|
 NL0853
 NL0853                          SUPERSEDED SURVEY CONTROL
 NL0853
 NL0853  NAD 83(1996)-  42 17 23.61971(N)    094 49 03.96660(W) AD(       ) 3
 NL0853  NAD 83(1986)-  42 17 23.61871(N)    094 49 03.96740(W) AD(       ) 3
 NL0853  NAD 27      -  42 17 23.68500(N)    094 49 03.02700(W) AD(       ) 3
 NL0853
 NL0853.Superseded values are not recommended for survey control.
 NL0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0853.See file dsdata.txt to determine how the superseded data were derived.
 NL0853
 NL0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG5014083564(NAD 83)
 NL0853_MARKER: DS = TRIANGULATION STATION DISK
 NL0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0853
 NL0853  HISTORY     - Date     Condition        Report By
 NL0853  HISTORY     - 1950     MONUMENTED       CGS
 NL0853
 NL0853                          STATION DESCRIPTION
 NL0853
 NL0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NL0853'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF THE
 NL0853'TOWN OF AUBURN AND IN A FARM YARD OWNED BY MR. H.T. BURLEY.
 NL0853'IT IS 94.5 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF
 NL0853'THE BARN, 90 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE
 NL0853'AND 83.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE.
 NL0853'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 NL0853'DISK IS STAMPED YETTER 1950.
 NL0853'
 NL0853'REFERENCE MARK NO. 1 IS ALONG THE WEST SIDE OF THE GARAGE,
 NL0853'3 FEET SOUTH OF THE NORTHWEST CORNER OF THE GARAGE.  THE
 NL0853'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED YETTER NO1
 NL0853'1950.
 NL0853'
 NL0853'REFERENCE MARK NO. 2 IS 6.8 FEET NORTH OF THE SOUTHEAST
 NL0853'CORNER OF THE BARN AND 1 FOOT EAST OF THE EAST SIDE OF BARN.
 NL0853'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 NL0853'DISK IS STAMPED YETTER NO2 1950.
 NL0853'
 NL0853'AZIMUTH MARK IS 31 FEET EAST OF THE CENTERLINE OF A GRAVELED
 NL0853'ROAD, 2 FEET NORTH OF A WITNESS POST AND IN THE RIGHT-OF-WAY
 NL0853'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NL0853'YETTER 1950.
 NL0853'
 NL0853'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 NL0853'HIGHWAY 175 AT THE NORTH EDGE OF AUBURN, GO EAST ON HIGHWAY
 NL0853'175 3.05 MILES TO A SIDE ROAD LEFT, TURN LEFT (NORTH) ON
 NL0853'A GRAVELED ROAD 1.9 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 NL0853'CONTINUE NORTH 0.1 MILE TO CROSSROADS, TURN RIGHT (EAST)
 NL0853'0.3 MILE TO A FARM HOME ON THE LEFT AND THE STATION AS
 NL0853'DESCRIBED.
 NL0853'
 NL0853'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0803 ***********************************************************************
 NJ0803  DESIGNATION -  YONDA
 NJ0803  PID         -  NJ0803
 NJ0803  STATE/COUNTY-  IA/DELAWARE
 NJ0803  USGS QUAD   -  DUNDEE (1965)
 NJ0803
 NJ0803                         *CURRENT SURVEY CONTROL
 NJ0803  ___________________________________________________________________
 NJ0803* NAD 83(1996)-  42 37 13.08620(N)    091 35 13.83043(W)     ADJUSTED  
 NJ0803* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 NJ0803  ___________________________________________________________________
 NJ0803  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 NJ0803  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 NJ0803
 NJ0803  HORZ ORDER  -  FIRST
 NJ0803
 NJ0803.The horizontal coordinates were established by classical geodetic methods
 NJ0803.and adjusted by the National Geodetic Survey in May 1999..
 NJ0803
 NJ0803.The orthometric height was scaled from a topographic map.
 NJ0803
 NJ0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0803
 NJ0803.The geoid height was determined by GEOID03.
 NJ0803
 NJ0803;                    North         East     Units Scale Factor Converg.
 NJ0803;SPC IA N     - 1,126,214.235 1,656,908.649   MT  0.99994571   +1 17 47.1
 NJ0803;UTM  15      - 4,719,618.758   615,864.562   MT  0.99976516   +0 57 24.4
 NJ0803
 NJ0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0803!SPC IA N     -   0.99995054  x   0.99994571  =   0.99989626
 NJ0803!UTM  15      -   0.99995054  x   0.99976516  =   0.99971571
 NJ0803
 NJ0803:                Primary Azimuth Mark                     Grid Az
 NJ0803:SPC IA N     -  EDGEWOOD MUNICIPAL TANK                  078 33 08.5
 NJ0803:UTM  15      -  EDGEWOOD MUNICIPAL TANK                  078 53 31.2
 NJ0803
 NJ0803|---------------------------------------------------------------------|
 NJ0803| PID    Reference Object                     Distance      Geod. Az  |
 NJ0803|                                                           dddmmss.s |
 NJ0803| NJ0735 EDGEWOOD MUNICIPAL TANK             APPROX.15.4 KM 0795055.6 |
 NJ0803| NJ0763 MANCHESTER MUNICIPAL STANDPIPE      APPROX.18.3 KM 1463723.2 |
 NJ0803| CI6607 YONDA AZ MK                                        1833822.4 |
 NJ0803| CI6608 YONDA RM 1                           28.148 METERS 21821     |
 NJ0803| NJ0806 LAMONT MUNICIPAL TANK               APPROX. 5.0 KM 2424037.1 |
 NJ0803| CI6609 YONDA RM 2                           23.156 METERS 31740     |
 NJ0803|---------------------------------------------------------------------|
 NJ0803
 NJ0803                          SUPERSEDED SURVEY CONTROL
 NJ0803
 NJ0803  NAD 83(1996)-  42 37 13.08622(N)    091 35 13.82988(W) AD(       ) 1
 NJ0803  NAD 83(1986)-  42 37 13.07452(N)    091 35 13.82871(W) AD(       ) 1
 NJ0803  NAD 27      -  42 37 13.14270(N)    091 35 13.30550(W) AD(       ) 1
 NJ0803
 NJ0803.Superseded values are not recommended for survey control.
 NJ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0803.See file dsdata.txt to determine how the superseded data were derived.
 NJ0803
 NJ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH1586519619(NAD 83)
 NJ0803_MARKER: DS = TRIANGULATION STATION DISK
 NJ0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0803
 NJ0803  HISTORY     - Date     Condition        Report By
 NJ0803  HISTORY     - 1935     MONUMENTED       CGS
 NJ0803
 NJ0803                          STATION DESCRIPTION
 NJ0803
 NJ0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0803'THIS STATION IS ABOUT 3 MILES ENE OF LAMONT, IN THE SW 1/4,
 NJ0803'SEC. 8, T 90 N, R 6 W, IN THE W SIDE OF THE HOUSEYARD AND
 NJ0803'ORCHARD OF A FARM OWNED BY JOHN YONDA.  THE MARK IS 58 FEET
 NJ0803'S OF THE FARM DRIVEWAY, 29 FEET E OF THE CENTER LINE OF THE
 NJ0803'N-S ROAD, 149 FEET W OF THE W SIDE OF THE HOUSE, AND IS
 NJ0803'SET FLUSH.
 NJ0803'
 NJ0803'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NJ0803'BRONZE DISKS SET IN CONCRETE.
 NJ0803'
 NJ0803'REFERENCE MARK NO. 1 IS SW OF THE STATION, 1/2 FOOT E OF THE W
 NJ0803'RIGHT-OF-WAY FENCE OF THE ROAD, 10 FEET N OF A 20-INCH PINE,
 NJ0803'128.74 FEET S OF REFERENCE MARK NO. 2, AND PROJECTS 3 INCHES.
 NJ0803'REFERENCE MARK NO. 2 IS NW OF THE STATION, 1/2 FOOT E OF THE
 NJ0803'W RIGHT-OF-WAY FENCE, DIRECTLY OPPOSITE THE FARM DRIVEWAY,
 NJ0803'AND PROJECTS 2 INCHES.
 NJ0803'
 NJ0803'THE AZIMUTH MARK IS S OF THE STATION, IN THE SW ANGLE OF A
 NJ0803'CROSSROADS, 1 FOOT N OF THE S RIGHT-OF-WAY FENCE OF THE E-W
 NJ0803'ROAD, 3 FEET W OF THE W RIGHT-OF-WAY FENCE OF THE N-S ROAD,
 NJ0803'AND PROJECTS 3 INCHES.
 NJ0803'
 NJ0803'TO REACH FROM LAMONT, FOLLOW ROUTE I 187 N 1 MILE, THEN
 NJ0803'E 3 MILES, TURN N, AND GO 0.4 MILE TO THE STATION.
 NJ0803'
 NJ0803'NO PROMINENT OBJECTS VISIBLE FROM THE GROUND.
 NJ0803'
 NJ0803'A LIGHT 100 FEET ABOVE EDGEWOOD COMES INTO VIEW 90 FEET ABOVE
 NJ0803'THIS STATION.
 NJ0803'
 NJ0803'A LIGHT 100 FEET ABOVE MACHINE COMES INTO VIEW 64 FEET ABOVE
 NJ0803'THIS STATION.
 NJ0803'
 NJ0803'A LIGHT 74 FEET ABOVE STRAWBERRY POINT COMES INTO VIEW 55
 NJ0803'FEET ABOVE THIS STATION.
 NJ0803'
 NJ0803'A LIGHT 87 FEET ABOVE YEAROUS COMES INTO VIEW 30 FEET ABOVE
 NJ0803'THIS STATION.
 NJ0803'
 NJ0803'A LIGHT 87 FEET ABOVE ARLINGTON COMES INTO VIEW 20 FEET
 NJ0803'ABOVE THIS STATION.
 NJ0803'
 NJ0803'A LIGHT 100 FEET ABOVE SCHUG IS VISIBLE FROM THE GROUND AT
 NJ0803'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0484 ***********************************************************************
 MH0484  DESIGNATION -  YORK
 MH0484  PID         -  MH0484
 MH0484  STATE/COUNTY-  IA/TAMA
 MH0484  USGS QUAD   -  BELLE PLAINE (1968)
 MH0484
 MH0484                         *CURRENT SURVEY CONTROL
 MH0484  ___________________________________________________________________
 MH0484* NAD 83(1996)-  41 57 51.23831(N)    092 20 02.76793(W)     ADJUSTED  
 MH0484* NAVD 88     -       289.8    (meters)     951.     (feet)  VERTCON   
 MH0484  ___________________________________________________________________
 MH0484  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 MH0484  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 MH0484
 MH0484  HORZ ORDER  -  SECOND
 MH0484
 MH0484.The horizontal coordinates were established by classical geodetic methods
 MH0484.and adjusted by the National Geodetic Survey in May 1999..
 MH0484
 MH0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0484
 MH0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0484
 MH0484.The geoid height was determined by GEOID03.
 MH0484
 MH0484;                    North         East     Units Scale Factor Converg.
 MH0484;SPC IA N     - 1,052,232.054 1,596,648.480   MT  1.00002017   +0 47 24.7
 MH0484;UTM  15      - 4,646,019.465   555,179.077   MT  0.99963746   +0 26 43.0
 MH0484
 MH0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0484!SPC IA N     -   0.99995950  x   1.00002017  =   0.99997967
 MH0484!UTM  15      -   0.99995950  x   0.99963746  =   0.99959698
 MH0484
 MH0484|---------------------------------------------------------------------|
 MH0484| PID    Reference Object                     Distance      Geod. Az  |
 MH0484|                                                           dddmmss.s |
 MH0484| CM2638 YORK RM 2                            11.411 METERS 06321     |
 MH0484| CM2636 YORK AZ MK                                         2650613.1 |
 MH0484| CM2637 YORK RM 1                            11.824 METERS 30832     |
 MH0484|---------------------------------------------------------------------|
 MH0484
 MH0484                          SUPERSEDED SURVEY CONTROL
 MH0484
 MH0484  NAD 83(1986)-  41 57 51.24202(N)    092 20 02.76863(W) AD(       ) 2
 MH0484  NAD 27      -  41 57 51.25947(N)    092 20 02.09531(W) AD(       ) 2
 MH0484  NGVD 29 (07/19/86)  289.8    (m)          951.     (f) VERT ANG       
 MH0484
 MH0484.Superseded values are not recommended for survey control.
 MH0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0484.See file dsdata.txt to determine how the superseded data were derived.
 MH0484
 MH0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG5517946019(NAD 83)
 MH0484_MARKER: DD = SURVEY DISK
 MH0484_SETTING: 0 = UNSPECIFIED SETTING
 MH0484
 MH0484  HISTORY     - Date     Condition        Report By
 MH0484  HISTORY     - 1970     MONUMENTED       USGS
 MH0484
 MH0484                          STATION DESCRIPTION
 MH0484
 MH0484'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEK)
 MH0484'THE STATION IS ABOUT 5.3 MI NW. OF BELLE PLAINE, IOWA, ABOUT 0.9
 MH0484'MI W. OF THE COR. OF SECS. 25, 26, 35 AND 36.  T. 83 N., R. 13
 MH0484'W., ON N. CUT BANK.
 MH0484'
 MH0484'TO REACH THE STATION FROM THE JCT. OF ST. HWY. 131 AND ST. HWY. 21
 MH0484'IN BELLE PLAINE, GO W. AND NW. AND N. ON ST. HWY. 21 FOR 5.3 MI TO
 MH0484'THE JCT. OF U.S. HWY. 30 AND ST. HWY. 21.  TURN LEFT AND GO W. ON
 MH0484'U.S. HWY. 30 FOR 1.9 MI AND STATION ON RIGHT.
 MH0484'
 MH0484'STATION MARK, STAMPED ET YORK 1970 IS 74 FT N. AND 330 FT E. OF
 MH0484'CENTER OF HWY. AT FIELD ENTRANCE N., 4 FT S. OF USGS WITNESS POST.
 MH0484'
 MH0484'REFERENCE MARK NO. 1, STAMPED YORK NO 1 1970 IS NW. OF THE
 MH0484'STATION, 99 FT N. AND 296 FT E. OF CENTER OF HWY. AT FIELD
 MH0484'ENTRANCE N.
 MH0484'
 MH0484'REFERENCE MARK NO. 2, STAMPED YORK NO 2 1970 IS NE. OF THE
 MH0484'STATION, 91 FT N. AND 364 FT E. OF CENTER OF HWY. AT FIELD
 MH0484'ENTRANCE N., 6 FT S. OF POWER LINE POLE.
 MH0484'
 MH0484'AZIMUTH MARK, STAMPED YORK 1970 IS W. OF THE STATION, ABOUT
 MH0484'0.35 MI ON S. CUT BANK, 89 FT S. AND 120 FT W. OF CENTER OF
 MH0484'CROSSROADS, 4.5 FT E. OF A POWER LINE POLE.
 MH0484'
 MH0484'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 MH0484'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 MH0484'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE SET FLUSH WITH THE
 MH0484'GROUND.
 MH0484'
 MH0484'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0453 ***********************************************************************
 MH0453  DESIGNATION -  YOUNG
 MH0453  PID         -  MH0453
 MH0453  STATE/COUNTY-  IA/BENTON
 MH0453  USGS QUAD   -  BLAIRSTOWN (1965)
 MH0453
 MH0453                         *CURRENT SURVEY CONTROL
 MH0453  ___________________________________________________________________
 MH0453* NAD 83(1996)-  41 58 04.82939(N)    092 01 39.51527(W)     ADJUSTED  
 MH0453* NAVD 88     -       286.88   (+/-2cm)     941.2    (feet)  VERTCON   
 MH0453  ___________________________________________________________________
 MH0453  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 MH0453  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 MH0453
 MH0453  HORZ ORDER  -  FIRST
 MH0453  VERT ORDER  -  THIRD ? (See Below)
 MH0453
 MH0453.The horizontal coordinates were established by classical geodetic methods
 MH0453.and adjusted by the National Geodetic Survey in May 1999..
 MH0453
 MH0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 MH0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MH0453.The vertical order pertains to the NGVD 29 superseded value.
 MH0453
 MH0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 MH0453
 MH0453.The geoid height was determined by GEOID03.
 MH0453
 MH0453;                    North         East     Units Scale Factor Converg.
 MH0453;SPC IA N     - 1,053,047.730 1,622,043.164   MT  1.00001937   +0 59 52.4
 MH0453;SPC IA S     -   219,588.318   622,045.782   MT  1.00003802   +0 58 11.4
 MH0453;UTM  15      - 4,646,681.416   580,569.022   MT  0.99967987   +0 39 01.0
 MH0453
 MH0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MH0453!SPC IA N     -   0.99995996  x   1.00001937  =   0.99997933
 MH0453!SPC IA S     -   0.99995996  x   1.00003802  =   0.99999798
 MH0453!UTM  15      -   0.99995996  x   0.99967987  =   0.99963985
 MH0453
 MH0453:                Primary Azimuth Mark                     Grid Az
 MH0453:SPC IA N     -  BLAIRSTOWN MUNICIPAL TANK                214 08 42.1
 MH0453:SPC IA S     -  BLAIRSTOWN MUNICIPAL TANK                214 10 23.1
 MH0453:UTM  15      -  BLAIRSTOWN MUNICIPAL TANK                214 29 33.5
 MH0453
 MH0453|---------------------------------------------------------------------|
 MH0453| PID    Reference Object                     Distance      Geod. Az  |
 MH0453|                                                           dddmmss.s |
 MH0453| MH0454 BLAIRSTOWN MUNICIPAL TANK           APPROX. 8.3 KM 2150834.5 |
 MH0453| CM2641 YOUNG RM 1                           39.761 METERS 21713     |
 MH0453| NK0549 VAN HORNE MUNICIPAL TANK            APPROX. 6.8 KM 3110500.1 |
 MH0453| NK0550 VAN HORNE IMM CON CATH CH           APPROX. 7.1 KM 3120852.9 |
 MH0453| CM2642 YOUNG RM 2                           54.410 METERS 33153     |
 MH0453| CM2640 YOUNG AZ MK RESET                                  3553854.3 |
 MH0453| CM2639 YOUNG AZ MK                                        3563042.2 |
 MH0453|---------------------------------------------------------------------|
 MH0453
 MH0453                          SUPERSEDED SURVEY CONTROL
 MH0453
 MH0453  NAD 83(1986)-  41 58 04.83091(N)    092 01 39.51910(W) AD(       ) 1
 MH0453  NAD 27      -  41 58 04.83100(N)    092 01 38.85700(W) AD(       ) 1
 MH0453  NGVD 29 (07/19/86)  286.90   (m)          941.3    (f) LEVELING    3  
 MH0453
 MH0453.Superseded values are not recommended for survey control.
 MH0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0453.See file dsdata.txt to determine how the superseded data were derived.
 MH0453
 MH0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG8056946681(NAD 83)
 MH0453_MARKER: DS = TRIANGULATION STATION DISK
 MH0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0453_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MH0453
 MH0453  HISTORY     - Date     Condition        Report By
 MH0453  HISTORY     - 1934     MONUMENTED       CGS
 MH0453  HISTORY     - 1962     GOOD             CGS
 MH0453
 MH0453                          STATION DESCRIPTION
 MH0453
 MH0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MH0453'STATION IS ABOUT 4 MILES SE OF VAN HORNE, ABOUT 14 MILES S
 MH0453'OF VINTON, 0.3 MILE N OF JUNCTION OF U.S. HIGHWAYS 30 AND 218,
 MH0453'IN SW 1/4, SEC. 28, T 83 N, R 10 W, NEAR THE E EDGE OF
 MH0453'RIGHT-OF-WAY OF U.S. HIGHWAY 218, 50 FEET E OF CENTER LINE OF
 MH0453'U.S. HIGHWAY 218, 20 FEET E OF RIGHT-OF-WAY FENCE, 21 FEET N
 MH0453'OF E-W T-FENCE, 29 FEET NE OF THE FENCE CORNER POST.
 MH0453'
 MH0453'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MH0453'BRONZE DISKS SET IN CONCRETE.
 MH0453'
 MH0453'THE STATION MARK IS 12 INCHES UNDERGROUND.
 MH0453'
 MH0453'REFERENCE MARK NO. 1 IS SW OF STATION, 6 INCHES E OF THE
 MH0453'RIGHT-OF-WAY FENCE, 29 FEET W OF CENTER LINE OF THE HIGHWAY,
 MH0453'150 FEET N OF AN E-W T-FENCE.  IT PROJECTS 10 INCHES.
 MH0453'
 MH0453'REFERENCE MARK NO. 2 IS NNW OF STATION, 29 FEET W OF CENTER LINE
 MH0453'OF THE HIGHWAY, 1 FOOT E OF RIGHT-OF-WAY FENCE, 2 FEET NE OF
 MH0453'A FENCE POST, 261.39 FEET N OF REFERENCE MARK NO. 1.  IT
 MH0453'PROJECTS 7 INCHES.
 MH0453'
 MH0453'AZIMUTH MARK IS N OF STATION, 30 FEET W OF CENTER LINE OF U.S.
 MH0453'HIGHWAY 218, ON THE RIGHT-OF-WAY FENCE LINE, 160 FEET S OF A
 MH0453'CONCRETE CULVERT.  IT PROJECTS 10 INCHES.
 MH0453'
 MH0453'ALL LIGHTS CAME INTO VIEW AT 50 FEET.
 MH0453'
 MH0453'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 MH0453
 MH0453                          STATION RECOVERY (1962)
 MH0453
 MH0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 MH0453'NOTE.  THE VAN HORNE MUNI., WATER TANK WILL BE V.G. WHEN THE
 MH0453'CORN IS KNOCKED DOWN.
 MH0453'
 MH0453'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MH0453'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD BEEN
 MH0453'DISPLACED BY ROAD GRADING.  THE AZIMUTH MARK WAS RESET AND A
 MH0453'COMPLETE DESCRIPTION FOLLOWS.
 MH0453'
 MH0453'STATION IS LOCATED ABOUT 13 MILES SOUTH OF VINTON, 4 MILES
 MH0453'SOUTHEAST OF VAN HORNE, 2 AND 1/4 MILES SOUTH OF AN OVERPASS
 MH0453'ON U.S. HIGHWAY 218, AND 0.3 MILE NORTH OF THE JUNCTION OF
 MH0453'U.S. HIGHWAY 218 AND U.S. HIGHWAY 30 AND STATE HIGHWAY 64 IN
 MH0453'THE SW 1/4 OF SEC. 28, T 83 N., R 10 W. ON LAND OWNED BY
 MH0453'LESTER WHEELER, 308 FEET NORTH OF A FENCE T-INTERSECTION, 72
 MH0453'FEET NORTH-NORTHEAST OF HIGHWAY STATION POST 15, 52 FEET EAST
 MH0453'OF THE CENTERLINE OF U.S. HIGHWAY 218, AND 18 FEET EAST OF THE
 MH0453'EAST RIGHT-OF-WAY FENCE.  THE MARK IS 8 INCHES BELOW THE
 MH0453'SURFACE OF THE GROUND AND THE DISK IS STAMPED YOUNG 1934.
 MH0453'UNDERGROUND AND STATION MARKS ARE DESCRIBED.
 MH0453'
 MH0453'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MH0453'STATE HIGHWAY 64 AND U.S. HIGHWAY 218, GO NORTH ON U.S. HIGHWAY
 MH0453'218 FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 MH0453'
 MH0453'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 72 FEET
 MH0453'WEST-SOUTHWEST OF HIGHWAY STATION POST 15, 29 FEET WEST OF THE
 MH0453'CENTERLINE OF U.S. HIGHWAY 218, AND 1 FOOT EAST OF FENCE, AND
 MH0453'1 FOOT NORTH OF STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES
 MH0453'AND THE DISK YOUNG NO 1 1934.
 MH0453'
 MH0453'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, 29
 MH0453'FEET WEST OF THE CENTER OF U.S. HIGHWAY 218, AND 1 FOOT EAST OF
 MH0453'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DIS K IS STAMPED
 MH0453'YOUNG NO 2 1934.
 MH0453'
 MH0453'AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, 60 FEET WEST
 MH0453'OF THE CENTERLINE OF U.S. HIGHWAY 218, 4 FEET SOUTH OF AN REA
 MH0453'POWER POLE 32 P 5, AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 MH0453'2 INCHES AND THE DISK IS STAMPED YOUNG 1934 AZIMUTH RESET 1962.
 MH0453'MARK IS DESCRIBED, AND IS LOCATED 1.9 MILES SOUTH OF
 MH0453'RAILROAD OVERPASS ON U.S. HIGHWAY 218 AND 0.3 MILE SOUTH OF
 MH0453'CROSSROADS.
 MH0453'
 MH0453'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON U.S. HIGHWAY
 MH0453'218 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MH0453'
 MH0453'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0529 ***********************************************************************
 LD0529  DESIGNATION -  YY 125
 LD0529  PID         -  LD0529
 LD0529  STATE/COUNTY-  IA/DES MOINES
 LD0529  USGS QUAD   -  WEST BURLINGTON (1976)
 LD0529
 LD0529                         *CURRENT SURVEY CONTROL
 LD0529  ___________________________________________________________________
 LD0529* NAD 83(1986)-  40 48 05.     (N)    091 08 29.     (W)     SCALED    
 LD0529* NAVD 88     -       213.248  (meters)     699.63   (feet)  ADJUSTED  
 LD0529  ___________________________________________________________________
 LD0529  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0529  DYNAMIC HT  -         213.149 (meters)     699.31  (feet)  COMP
 LD0529  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 LD0529
 LD0529  VERT ORDER  -  SECOND    CLASS 0
 LD0529
 LD0529.The horizontal coordinates were scaled from a topographic map and have
 LD0529.an estimated accuracy of +/- 6 seconds.
 LD0529
 LD0529.The orthometric height was determined by differential leveling
 LD0529.and adjusted by the National Geodetic Survey in June 1991..
 LD0529
 LD0529.The geoid height was determined by GEOID03.
 LD0529
 LD0529.The dynamic height is computed by dividing the NAVD 88
 LD0529.geopotential number by the normal gravity value computed on the
 LD0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0529.degrees latitude (g = 980.6199 gals.).
 LD0529
 LD0529.The modeled gravity was interpolated from observed gravity values.
 LD0529
 LD0529;                    North         East    Units  Estimated Accuracy
 LD0529;SPC IA S     -    91,690.      699,010.      MT  (+/- 180 meters Scaled)
 LD0529
 LD0529                          SUPERSEDED SURVEY CONTROL
 LD0529
 LD0529  NGVD 29 (??/??/92)  213.31   (m)          699.8    (f) COMPUTED    2 0
 LD0529
 LD0529.Superseded values are not recommended for survey control.
 LD0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0529.See file dsdata.txt to determine how the superseded data were derived.
 LD0529
 LD0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF567183(NAD 83)
 LD0529_MARKER: DB = BENCH MARK DISK
 LD0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0529_STAMPING: YY-125 1935
 LD0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0529+STABILITY: SURFACE MOTION
 LD0529
 LD0529  HISTORY     - Date     Condition        Report By
 LD0529  HISTORY     - 1935     MONUMENTED       CGS
 LD0529
 LD0529                          STATION DESCRIPTION
 LD0529
 LD0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0529'AT BURLINGTON.
 LD0529'AT BURLINGTON ALONG ROOSEVELT AVENUE, 0.1 MILES NORTH OF JUNCTION
 LD0529'OF ROOSEVELT AVENUE AND HIWAY 16.  SET IN POST, 30 FEET EAST OF
 LD0529'CENTERLINE OF ROAD, 10 FEET NORTH OF CENTERLINE OF GATE-WAY AND
 LD0529'3.2 FEET WEST OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0012 ***********************************************************************
 NL0012  DESIGNATION -  Z 1
 NL0012  PID         -  NL0012
 NL0012  STATE/COUNTY-  IA/HUMBOLDT
 NL0012  USGS QUAD   -  LU VERNE (1972)
 NL0012
 NL0012                         *CURRENT SURVEY CONTROL
 NL0012  ___________________________________________________________________
 NL0012* NAD 83(1986)-  42 53 47.     (N)    094 06 54.     (W)     SCALED    
 NL0012* NAVD 88     -       356.112  (meters)    1168.34   (feet)  ADJUSTED  
 NL0012  ___________________________________________________________________
 NL0012  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 NL0012  DYNAMIC HT  -         355.994 (meters)    1167.96  (feet)  COMP
 NL0012  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 NL0012
 NL0012  VERT ORDER  -  FIRST     CLASS II
 NL0012
 NL0012.The horizontal coordinates were scaled from a topographic map and have
 NL0012.an estimated accuracy of +/- 6 seconds.
 NL0012
 NL0012.The orthometric height was determined by differential leveling
 NL0012.and adjusted by the National Geodetic Survey in June 1991..
 NL0012
 NL0012.The geoid height was determined by GEOID03.
 NL0012
 NL0012.The dynamic height is computed by dividing the NAVD 88
 NL0012.geopotential number by the normal gravity value computed on the
 NL0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0012.degrees latitude (g = 980.6199 gals.).
 NL0012
 NL0012.The modeled gravity was interpolated from observed gravity values.
 NL0012
 NL0012;                    North         East    Units  Estimated Accuracy
 NL0012;SPC IA N     - 1,155,290.    1,449,770.      MT  (+/- 180 meters Scaled)
 NL0012
 NL0012                          SUPERSEDED SURVEY CONTROL
 NL0012
 NL0012  NGVD 29 (??/??/92)  356.047  (m)         1168.13   (f) ADJ UNCH    1 2
 NL0012
 NL0012.Superseded values are not recommended for survey control.
 NL0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0012.See file dsdata.txt to determine how the superseded data were derived.
 NL0012
 NL0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH089499(NAD 83)
 NL0012_MARKER: DB = BENCH MARK DISK
 NL0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0012_STAMPING: 1168.131 Z 1 1930
 NL0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0012+STABILITY: SURFACE MOTION
 NL0012
 NL0012  HISTORY     - Date     Condition        Report By
 NL0012  HISTORY     - 1930     MONUMENTED       CGS
 NL0012  HISTORY     - 1934     GOOD             NGS
 NL0012  HISTORY     - 1972     MARK NOT FOUND   USGS
 NL0012
 NL0012                          STATION DESCRIPTION
 NL0012
 NL0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0012'1.3 MI SW FROM LUVERNE.
 NL0012'IN HUMBOLDT COUNTY, 1.3 MILES SOUTHWEST ALONG THE MINNEAPOLIS
 NL0012'AND ST. LOUIS RAILROAD FROM LUVERNE, KOSSUTH COUNTY, ON THE FIRST
 NL0012'HILL WEST OF LUVERNE, 8 POLES SOUTHWEST OF A STATION-ONE-MILE
 NL0012'SIGN, 140 FEET NORTHEAST OF A FARM-ROAD CROSSING, 47 FEET SOUTHEAST
 NL0012'OF THE CENTERLINE OF THE TRACK, AND AT A FENCE LINE.  A STANDARD
 NL0012'DISK, STAMPED 1168.131 Z 1 1930 AND SET IN THE TOP OF A CONCRETE
 NL0012'POST.
 NL0012
 NL0012                          STATION RECOVERY (1972)
 NL0012
 NL0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NL0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0108 ***********************************************************************
 NK0108  DESIGNATION -  Z 10
 NK0108  PID         -  NK0108
 NK0108  STATE/COUNTY-  IA/TAMA
 NK0108  USGS QUAD   -  GLADBROOK (1971)
 NK0108
 NK0108                         *CURRENT SURVEY CONTROL
 NK0108  ___________________________________________________________________
 NK0108* NAD 83(1986)-  42 11 22.     (N)    092 43 01.     (W)     SCALED    
 NK0108* NAVD 88     -       289.643  (meters)     950.27   (feet)  ADJUSTED  
 NK0108  ___________________________________________________________________
 NK0108  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 NK0108  DYNAMIC HT  -         289.534 (meters)     949.91  (feet)  COMP
 NK0108  MODELED GRAV-     980,238.4   (mgal)                       NAVD 88
 NK0108
 NK0108  VERT ORDER  -  FIRST     CLASS II
 NK0108
 NK0108.The horizontal coordinates were scaled from a topographic map and have
 NK0108.an estimated accuracy of +/- 6 seconds.
 NK0108
 NK0108.The orthometric height was determined by differential leveling
 NK0108.and adjusted by the National Geodetic Survey in June 1991..
 NK0108
 NK0108.The geoid height was determined by GEOID03.
 NK0108
 NK0108.The dynamic height is computed by dividing the NAVD 88
 NK0108.geopotential number by the normal gravity value computed on the
 NK0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0108.degrees latitude (g = 980.6199 gals.).
 NK0108
 NK0108.The modeled gravity was interpolated from observed gravity values.
 NK0108
 NK0108;                    North         East    Units  Estimated Accuracy
 NK0108;SPC IA N     - 1,076,880.    1,564,680.      MT  (+/- 180 meters Scaled)
 NK0108
 NK0108                          SUPERSEDED SURVEY CONTROL
 NK0108
 NK0108  NGVD 29 (??/??/92)  289.626  (m)          950.21   (f) ADJ UNCH    1 2
 NK0108
 NK0108.Superseded values are not recommended for survey control.
 NK0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0108.See file dsdata.txt to determine how the superseded data were derived.
 NK0108
 NK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG233708(NAD 83)
 NK0108_MARKER: DB = BENCH MARK DISK
 NK0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0108_STAMPING: Z 10 1933
 NK0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0108+STABILITY: SURFACE MOTION
 NK0108
 NK0108  HISTORY     - Date     Condition        Report By
 NK0108  HISTORY     - 1933     MONUMENTED       CGS
 NK0108  HISTORY     - 1934     GOOD             NGS
 NK0108  HISTORY     - 20051026 MARK NOT FOUND   GEOCAC
 NK0108
 NK0108                          STATION DESCRIPTION
 NK0108
 NK0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NK0108'AT GLADBROOK.
 NK0108'AT GLADBROOK, TAMA COUNTY, 27 FEET NORTHEAST OF THE NORTHEAST
 NK0108'CORNER OF THE CHICAGO GREAT WESTERN RAILROAD STATION, 24 FEET
 NK0108'NORTHEAST OF POLE 303+3, 60 FEET EAST OF THE CENTERLINE OF A
 NK0108'GRAVEL STREET, AND 88 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 NK0108'TRACK.  A STANDARD DISK, STAMPED Z 10 1933 AND SET IN THE TOP
 NK0108'OF A CONCRETE POST.
 NK0108
 NK0108                          STATION RECOVERY (2005)
 NK0108
 NK0108'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 NK0108'THE TRACKS HAVE BEEN REMOVED AND THE AREA REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1463 ***********************************************************************
 MJ1463  DESIGNATION -  Z 100 RESET
 MJ1463  PID         -  MJ1463
 MJ1463  STATE/COUNTY-  IA/GUTHRIE
 MJ1463  USGS QUAD   -  NORTH BRANCH (1971)
 MJ1463
 MJ1463                         *CURRENT SURVEY CONTROL
 MJ1463  ___________________________________________________________________
 MJ1463* NAD 83(1986)-  41 40 27.     (N)    094 44 28.     (W)     SCALED    
 MJ1463* NAVD 88     -       422.74   (meters)    1386.9    (feet)  RESET     
 MJ1463  ___________________________________________________________________
 MJ1463  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MJ1463
 MJ1463  VERT ORDER  -  THIRD
 MJ1463
 MJ1463.The horizontal coordinates were scaled from a topographic map and have
 MJ1463.an estimated accuracy of +/- 6 seconds.
 MJ1463
 MJ1463.The orthometric height was computed from unverified reset data.
 MJ1463
 MJ1463.The geoid height was determined by GEOID03.
 MJ1463
 MJ1463;                    North         East    Units  Estimated Accuracy
 MJ1463;SPC IA S     -   186,660.      396,660.      MT  (+/- 180 meters Scaled)
 MJ1463
 MJ1463                          SUPERSEDED SURVEY CONTROL
 MJ1463
 MJ1463  NGVD 29 (05/12/04)  422.68   (m)         1386.7    (f) RESET       3  
 MJ1463
 MJ1463.Superseded values are not recommended for survey control.
 MJ1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1463.See file dsdata.txt to determine how the superseded data were derived.
 MJ1463
 MJ1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG550150(NAD 83)
 MJ1463_MARKER: DB = BENCH MARK DISK
 MJ1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1463_SP_SET: CONCRETE POST
 MJ1463_STAMPING: Z 100 RESET 1977
 MJ1463_MARK LOGO: NGS   
 MJ1463_PROJECTION: FLUSH
 MJ1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1463+STABILITY: SURFACE MOTION
 MJ1463
 MJ1463  HISTORY     - Date     Condition        Report By
 MJ1463  HISTORY     - 1977     MONUMENTED       IAHD
 MJ1463
 MJ1463                          STATION DESCRIPTION
 MJ1463
 MJ1463'DESCRIBED BY IOWA HIGHWAY DEPARTMENT 1977
 MJ1463'14.0 KM (8.70 MI) EAST FROM HAMLIN.
 MJ1463'14.00 KM (8.70 MI) EAST ALONG STATE HIGHWAY 44, FROM THE JUNCTION WITH
 MJ1463'U.S. HIGHWAY 71 IN HAMLIN, 22.86 M (75.0 FT) SOUTH FROM THE
 MJ1463'CENTERLINE OF THE HIGHWAY, 20.88 M (68.5 FT) SOUTHWEST FROM A
 MJ1463'CONCRETE CULVERT, 0.30 M (1.0 FT) SOUTHWEST OF A BURIED CABLE WARNING
 MJ1463'SIGN.
 MJ1463'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MJ1463'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0101 ***********************************************************************
 NL0101  DESIGNATION -  Z 101
 NL0101  PID         -  NL0101
 NL0101  STATE/COUNTY-  IA/GREENE
 NL0101  USGS QUAD   -  JEFFERSON WEST (1986)
 NL0101
 NL0101                         *CURRENT SURVEY CONTROL
 NL0101  ___________________________________________________________________
 NL0101* NAD 83(1986)-  42 01 56.     (N)    094 22 39.     (W)     SCALED    
 NL0101* NAVD 88     -       320.928  (meters)    1052.91   (feet)  ADJUSTED  
 NL0101  ___________________________________________________________________
 NL0101  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 NL0101  DYNAMIC HT  -         320.837 (meters)    1052.61  (feet)  COMP
 NL0101  MODELED GRAV-     980,329.5   (mgal)                       NAVD 88
 NL0101
 NL0101  VERT ORDER  -  SECOND    CLASS 0
 NL0101
 NL0101.The horizontal coordinates were scaled from a topographic map and have
 NL0101.an estimated accuracy of +/- 6 seconds.
 NL0101
 NL0101.The orthometric height was determined by differential leveling
 NL0101.and adjusted by the National Geodetic Survey in June 1991..
 NL0101
 NL0101.The geoid height was determined by GEOID03.
 NL0101
 NL0101.The dynamic height is computed by dividing the NAVD 88
 NL0101.geopotential number by the normal gravity value computed on the
 NL0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0101.degrees latitude (g = 980.6199 gals.).
 NL0101
 NL0101.The modeled gravity was interpolated from observed gravity values.
 NL0101
 NL0101;                    North         East    Units  Estimated Accuracy
 NL0101;SPC IA N     - 1,059,500.    1,427,340.      MT  (+/- 180 meters Scaled)
 NL0101
 NL0101                          SUPERSEDED SURVEY CONTROL
 NL0101
 NL0101  NGVD 29 (??/??/92)  320.900  (m)         1052.82   (f) ADJ UNCH    2 0
 NL0101
 NL0101.Superseded values are not recommended for survey control.
 NL0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0101.See file dsdata.txt to determine how the superseded data were derived.
 NL0101
 NL0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG859542(NAD 83)
 NL0101_MARKER: DB = BENCH MARK DISK
 NL0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0101_STAMPING: Z 101 1935
 NL0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0101+STABILITY: SURFACE MOTION
 NL0101
 NL0101  HISTORY     - Date     Condition        Report By
 NL0101  HISTORY     - 1935     MONUMENTED       CGS
 NL0101  HISTORY     - 1960     MARK NOT FOUND   NGS
 NL0101  HISTORY     - 19850507 MARK NOT FOUND   USPSQD
 NL0101
 NL0101                          STATION DESCRIPTION
 NL0101
 NL0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NL0101'2.8 MI NW FROM JEFFERSON.
 NL0101'1.4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NL0101'PACIFIC RAILROAD FROM THE STATION AT JEFFERSON, GREENE COUNTY,
 NL0101'AT THE CROSSING OF STATE HIGHWAY 17, 45 FEET SOUTHWEST OF THE
 NL0101'CENTERLINE OF THE TRACK, 39 FEET EAST OF THE CENTERLINE OF THE
 NL0101'HIGHWAY, 6 FEET EAST OF A FENCE CORNER, AND 4 FEET LOWER THAN
 NL0101'THE TRACK.  A STANDARD DISK, STAMPED Z 101 1935 AND SET IN
 NL0101'THE TOP OF A CONCRETE POST.
 NL0101
 NL0101                          STATION RECOVERY (1985)
 NL0101
 NL0101'RECOVERY NOTE BY US POWER SQUADRON 1985 (JWS)
 NL0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0062 ***********************************************************************
 MJ0062  DESIGNATION -  Z 102
 MJ0062  PID         -  MJ0062
 MJ0062  STATE/COUNTY-  IA/GUTHRIE
 MJ0062  USGS QUAD   -  MENLO (1982)
 MJ0062
 MJ0062                         *CURRENT SURVEY CONTROL
 MJ0062  ___________________________________________________________________
 MJ0062* NAD 83(1986)-  41 32 56.     (N)    094 25 41.     (W)     SCALED    
 MJ0062* NAVD 88     -       344.950  (meters)    1131.72   (feet)  ADJUSTED  
 MJ0062  ___________________________________________________________________
 MJ0062  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 MJ0062  DYNAMIC HT  -         344.820 (meters)    1131.30  (feet)  COMP
 MJ0062  MODELED GRAV-     980,233.9   (mgal)                       NAVD 88
 MJ0062
 MJ0062  VERT ORDER  -  FIRST     CLASS II
 MJ0062
 MJ0062.The horizontal coordinates were scaled from a topographic map and have
 MJ0062.an estimated accuracy of +/- 6 seconds.
 MJ0062
 MJ0062.The orthometric height was determined by differential leveling
 MJ0062.and adjusted by the National Geodetic Survey in June 1991..
 MJ0062
 MJ0062.The geoid height was determined by GEOID03.
 MJ0062
 MJ0062.The dynamic height is computed by dividing the NAVD 88
 MJ0062.geopotential number by the normal gravity value computed on the
 MJ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0062.degrees latitude (g = 980.6199 gals.).
 MJ0062
 MJ0062.The modeled gravity was interpolated from observed gravity values.
 MJ0062
 MJ0062;                    North         East    Units  Estimated Accuracy
 MJ0062;SPC IA S     -   172,420.      422,570.      MT  (+/- 180 meters Scaled)
 MJ0062
 MJ0062                          SUPERSEDED SURVEY CONTROL
 MJ0062
 MJ0062  NGVD 29 (??/??/92)  344.902  (m)         1131.57   (f) ADJ UNCH    1 2
 MJ0062
 MJ0062.Superseded values are not recommended for survey control.
 MJ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0062.See file dsdata.txt to determine how the superseded data were derived.
 MJ0062
 MJ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG808006(NAD 83)
 MJ0062_MARKER: DB = BENCH MARK DISK
 MJ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0062_STAMPING: 1131.399 Z 102 1935
 MJ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0062+STABILITY: SURFACE MOTION
 MJ0062
 MJ0062  HISTORY     - Date     Condition        Report By
 MJ0062  HISTORY     - 1935     MONUMENTED       CGS
 MJ0062  HISTORY     - 1950     GOOD             NGS
 MJ0062  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0062
 MJ0062                          STATION DESCRIPTION
 MJ0062
 MJ0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0062'2.9 MI NW FROM MENLO.
 MJ0062'2.9 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0062'RAILROAD FROM THE STATION AT MENLO, 2-1/2 POLES SOUTH OF MILEPOST
 MJ0062'406, IN A FLAT BETWEEN A CUT ON THE NORTH AND A FILL ON THE
 MJ0062'SOUTH, ACROSS THE TRACK MIDWAY BETWEEN TWO POLES, 48 FEET WEST
 MJ0062'OF THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.
 MJ0062'A STANDARD DISK, STAMPED 1131.399 Z 102 1935 AND SET IN THE TOP
 MJ0062'OF A CONCRETE POST.
 MJ0062
 MJ0062                          STATION RECOVERY (1980)
 MJ0062
 MJ0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0062'AREA SEEMS UNCHANGED BUT THE RAIL ROAD TRACKS ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0138 ***********************************************************************
 MJ0138  DESIGNATION -  Z 103
 MJ0138  PID         -  MJ0138
 MJ0138  STATE/COUNTY-  IA/ADAIR
 MJ0138  USGS QUAD   -  ORIENT (1981)
 MJ0138
 MJ0138                         *CURRENT SURVEY CONTROL
 MJ0138  ___________________________________________________________________
 MJ0138* NAD 83(1986)-  41 14 58.     (N)    094 27 10.     (W)     SCALED    
 MJ0138* NAVD 88     -       413.547  (meters)    1356.78   (feet)  ADJUSTED  
 MJ0138  ___________________________________________________________________
 MJ0138  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 MJ0138  DYNAMIC HT  -         413.346 (meters)    1356.12  (feet)  COMP
 MJ0138  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 MJ0138
 MJ0138  VERT ORDER  -  SECOND    CLASS 0
 MJ0138
 MJ0138.The horizontal coordinates were scaled from a topographic map and have
 MJ0138.an estimated accuracy of +/- 6 seconds.
 MJ0138
 MJ0138.The orthometric height was determined by differential leveling
 MJ0138.and adjusted by the National Geodetic Survey in June 1991..
 MJ0138
 MJ0138.The geoid height was determined by GEOID03.
 MJ0138
 MJ0138.The dynamic height is computed by dividing the NAVD 88
 MJ0138.geopotential number by the normal gravity value computed on the
 MJ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0138.degrees latitude (g = 980.6199 gals.).
 MJ0138
 MJ0138.The modeled gravity was interpolated from observed gravity values.
 MJ0138
 MJ0138;                    North         East    Units  Estimated Accuracy
 MJ0138;SPC IA S     -   139,190.      420,150.      MT  (+/- 180 meters Scaled)
 MJ0138
 MJ0138                          SUPERSEDED SURVEY CONTROL
 MJ0138
 MJ0138  NGVD 29 (??/??/92)  413.411  (m)         1356.33   (f) ADJ UNCH    2 0
 MJ0138
 MJ0138.Superseded values are not recommended for survey control.
 MJ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0138.See file dsdata.txt to determine how the superseded data were derived.
 MJ0138
 MJ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF782674(NAD 83)
 MJ0138_MARKER: DB = BENCH MARK DISK
 MJ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0138_STAMPING: Z 103 1935
 MJ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0138+STABILITY: SURFACE MOTION
 MJ0138
 MJ0138  HISTORY     - Date     Condition        Report By
 MJ0138  HISTORY     - 1935     MONUMENTED       CGS
 MJ0138  HISTORY     - 1971     MARK NOT FOUND   NGS
 MJ0138  HISTORY     - 1978     MARK NOT FOUND   USGS
 MJ0138
 MJ0138                          STATION DESCRIPTION
 MJ0138
 MJ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0138'4.3 MI N FROM ORIENT.
 MJ0138'4.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0138'FROM THE STATION AT ORIENT, ADAIR COUNTY, 4.5 MILES SOUTH OF THE
 MJ0138'STATION AT GREENFIELD, 17 POLES NORTH OF MILEPOST 16, AT THE
 MJ0138'CROSSING OF STATE HIGHWAY 25, 40 FEET SOUTH OF THE CENTERLINE
 MJ0138'OF THE TRACK, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4
 MJ0138'FEET NORTHWEST OF A FENCE CORNER, 1 FOOT NORTH OF THE RIGHT OF
 MJ0138'WAY MARKER, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MJ0138'STAMPED Z 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MJ0138
 MJ0138                          STATION RECOVERY (1971)
 MJ0138
 MJ0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MJ0138'MARK NOT FOUND.
 MJ0138
 MJ0138                          STATION RECOVERY (1978)
 MJ0138
 MJ0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MJ0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0038 ***********************************************************************
 LF0038  DESIGNATION -  Z 104
 LF0038  PID         -  LF0038
 LF0038  STATE/COUNTY-  IA/RINGGOLD
 LF0038  USGS QUAD   -  TINGLEY (1981)
 LF0038
 LF0038                         *CURRENT SURVEY CONTROL
 LF0038  ___________________________________________________________________
 LF0038* NAD 83(1986)-  40 50 25.     (N)    094 14 51.     (W)     SCALED    
 LF0038* NAVD 88     -       353.921  (meters)    1161.16   (feet)  ADJUSTED  
 LF0038  ___________________________________________________________________
 LF0038  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LF0038  DYNAMIC HT  -         353.743 (meters)    1160.57  (feet)  COMP
 LF0038  MODELED GRAV-     980,112.3   (mgal)                       NAVD 88
 LF0038
 LF0038  VERT ORDER  -  SECOND    CLASS 0
 LF0038
 LF0038.The horizontal coordinates were scaled from a topographic map and have
 LF0038.an estimated accuracy of +/- 6 seconds.
 LF0038
 LF0038.The orthometric height was determined by differential leveling
 LF0038.and adjusted by the National Geodetic Survey in June 1991..
 LF0038
 LF0038.The geoid height was determined by GEOID03.
 LF0038
 LF0038.The dynamic height is computed by dividing the NAVD 88
 LF0038.geopotential number by the normal gravity value computed on the
 LF0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0038.degrees latitude (g = 980.6199 gals.).
 LF0038
 LF0038.The modeled gravity was interpolated from observed gravity values.
 LF0038
 LF0038;                    North         East    Units  Estimated Accuracy
 LF0038;SPC IA S     -    93,580.      436,960.      MT  (+/- 180 meters Scaled)
 LF0038
 LF0038                          SUPERSEDED SURVEY CONTROL
 LF0038
 LF0038  NGVD 29 (??/??/92)  353.815  (m)         1160.81   (f) ADJ UNCH    2 0
 LF0038
 LF0038.Superseded values are not recommended for survey control.
 LF0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0038.See file dsdata.txt to determine how the superseded data were derived.
 LF0038
 LF0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF948217(NAD 83)
 LF0038_MARKER: DB = BENCH MARK DISK
 LF0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0038_SP_SET: CULVERT
 LF0038_STAMPING: S 104 1935
 LF0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0038
 LF0038  HISTORY     - Date     Condition        Report By
 LF0038  HISTORY     - 1935     MONUMENTED       CGS
 LF0038  HISTORY     - 1978     GOOD             USGS
 LF0038  HISTORY     - 20060902 GOOD             GEOCAC
 LF0038
 LF0038                          STATION DESCRIPTION
 LF0038
 LF0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0038'6.3 MI NE FROM DIAGONAL.
 LF0038'6.3 MILES NORTHEAST ALONG THE MOUNT AYR ROAD (COUNTY ROAD C)
 LF0038'FROM THE WATER TOWER AT DIAGONAL, RINGGOLD COUNTY, AT THE FOOT
 LF0038'OF TWO STEEP HILLS, AT A 6-BY 6-FOOT BOX CULVERT, IN THE CENTER
 LF0038'OF THE TOP OF THE SOUTH HEADWALL, 18 FEET SOUTH OF THE
 LF0038'CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.  A STANDARD
 LF0038'DISK, STAMPED S 104 1935.
 LF0038
 LF0038                          STATION RECOVERY (1978)
 LF0038
 LF0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LF0038'TINGLEY 1 MILE SOUTH 2.7 MILES WEST OF, NEAR THE EAST 1/16 CORNER OF
 LF0038'SECTIONS 25 AND 24, T 70 N, R 30 W, 8 FEET WEST, 18 FEET SOUTH AND 5
 LF0038'FOOT LOWER THAN ROAD AT A FENCE LING NW. SET IN THE CENTER OF THE
 LF0038'SOUTH HEADWALL OF A 6X6 FOOT CONCRETE CULVERT, A STD DISK STAMPED Z
 LF0038'104 1934.
 LF0038
 LF0038                          STATION RECOVERY (2006)
 LF0038
 LF0038'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LF0038'STAMPING Z 104 1935. HANDHELD COORDINATES N40 50 25.5 W94 14 49.4, SKY
 LF0038'OBSCURED BY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0196 ***********************************************************************
 LF0196  DESIGNATION -  Z 105
 LF0196  PID         -  LF0196
 LF0196  STATE/COUNTY-  IA/TAYLOR
 LF0196  USGS QUAD   -  MERLE JUNCTION (1980)
 LF0196
 LF0196                         *CURRENT SURVEY CONTROL
 LF0196  ___________________________________________________________________
 LF0196* NAD 83(1986)-  40 46 54.     (N)    094 35 38.     (W)     SCALED    
 LF0196* NAVD 88     -       352.196  (meters)    1155.50   (feet)  ADJUSTED  
 LF0196  ___________________________________________________________________
 LF0196  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 LF0196  DYNAMIC HT  -         352.016 (meters)    1154.91  (feet)  COMP
 LF0196  MODELED GRAV-     980,103.7   (mgal)                       NAVD 88
 LF0196
 LF0196  VERT ORDER  -  SECOND    CLASS 0
 LF0196
 LF0196.The horizontal coordinates were scaled from a topographic map and have
 LF0196.an estimated accuracy of +/- 6 seconds.
 LF0196
 LF0196.The orthometric height was determined by differential leveling
 LF0196.and adjusted by the National Geodetic Survey in June 1991..
 LF0196
 LF0196.The geoid height was determined by GEOID03.
 LF0196
 LF0196.The dynamic height is computed by dividing the NAVD 88
 LF0196.geopotential number by the normal gravity value computed on the
 LF0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0196.degrees latitude (g = 980.6199 gals.).
 LF0196
 LF0196.The modeled gravity was interpolated from observed gravity values.
 LF0196
 LF0196;                    North         East    Units  Estimated Accuracy
 LF0196;SPC IA S     -    87,380.      407,670.      MT  (+/- 180 meters Scaled)
 LF0196
 LF0196                          SUPERSEDED SURVEY CONTROL
 LF0196
 LF0196  NGVD 29 (??/??/92)  352.075  (m)         1155.10   (f) ADJ UNCH    2 0
 LF0196
 LF0196.Superseded values are not recommended for survey control.
 LF0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0196.See file dsdata.txt to determine how the superseded data were derived.
 LF0196
 LF0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF655157(NAD 83)
 LF0196_MARKER: DB = BENCH MARK DISK
 LF0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0196_STAMPING: Z 105 1935
 LF0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0196+STABILITY: SURFACE MOTION
 LF0196
 LF0196  HISTORY     - Date     Condition        Report By
 LF0196  HISTORY     - 1935     MONUMENTED       CGS
 LF0196  HISTORY     - 1979     MARK NOT FOUND   NGS
 LF0196
 LF0196                          STATION DESCRIPTION
 LF0196
 LF0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0196'AT MERLE JUNCTION.
 LF0196'AT MERLE JUNCTION, TAYLOR COUNTY, ON THE CHICAGO, BURLINGTON
 LF0196'AND QUINCY RAILROAD, 300 FEET SOUTH OF THE RAILROAD CROSSING,
 LF0196'28 FEET EAST OF THE CENTERLINE OF THE TRACK, 2 FEET EAST OF THE
 LF0196'EAST POST ON THE CROSSING WARNING SIGNAL, AND LEVEL WITH THE
 LF0196'TRACK.  A STANDARD DISK, STAMPED Z 105 1935 AND SET IN THE
 LF0196'TOP OF A CONCRETE POST.
 LF0196
 LF0196                          STATION RECOVERY (1979)
 LF0196
 LF0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LF0196'MARK WAS SEARCHED FOR BUT NOT FOUND. SITE WAS COVERED WITH DENSE
 LF0196'BRUSH AND THICK, TALL WEEDS MAKING AN ADEQUATE SEARCH DIFFICULT.
 LF0196'MERLE JUNCTION NO LONGER EXISTS AND THE SITE IS ACCESSIBLE ONLY BY
 LF0196'WALKING ABOUT 1/2 MILE. FROM THE RIGHT ANGLE TURN IN STATE HIGHWAY 49
 LF0196'AT SHARPSBURG, GO EAST ON THE HIGHWAY FOR 3 MILES TO A CROSSROAD,
 LF0196'THENCE SOUTH ALONG A GRAVELED ROAD FOR 0.75 MILE TO A CROSSING AT THE
 LF0196'SITE WHERE K 105 WAS LOCATED, THENCE WALK WEST ABOUT 1/2 MILE ALONG
 LF0196'TRACKS TO THE OLD NORTHWEST/SOUTHEAST GRADE OF THE ABANDONED TRACKS
 LF0196'TO WHERE MERLE JUNCTION WAS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0180 ***********************************************************************
 LF0180  DESIGNATION -  Z 106
 LF0180  PID         -  LF0180
 LF0180  STATE/COUNTY-  IA/PAGE
 LF0180  USGS QUAD   -  CLARINDA SOUTH (1981)
 LF0180
 LF0180                         *CURRENT SURVEY CONTROL
 LF0180  ___________________________________________________________________
 LF0180* NAD 83(1986)-  40 43 26.     (N)    095 00 19.     (W)     SCALED    
 LF0180* NAVD 88     -       313.166  (meters)    1027.45   (feet)  ADJUSTED  
 LF0180  ___________________________________________________________________
 LF0180  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LF0180  DYNAMIC HT  -         313.003 (meters)    1026.91  (feet)  COMP
 LF0180  MODELED GRAV-     980,097.4   (mgal)                       NAVD 88
 LF0180
 LF0180  VERT ORDER  -  SECOND    CLASS 0
 LF0180
 LF0180.The horizontal coordinates were scaled from a topographic map and have
 LF0180.an estimated accuracy of +/- 6 seconds.
 LF0180
 LF0180.The orthometric height was determined by differential leveling
 LF0180.and adjusted by the National Geodetic Survey in June 1991..
 LF0180
 LF0180.The geoid height was determined by GEOID03.
 LF0180
 LF0180.The dynamic height is computed by dividing the NAVD 88
 LF0180.geopotential number by the normal gravity value computed on the
 LF0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0180.degrees latitude (g = 980.6199 gals.).
 LF0180
 LF0180.The modeled gravity was interpolated from observed gravity values.
 LF0180
 LF0180;                    North         East    Units  Estimated Accuracy
 LF0180;SPC IA S     -    81,490.      372,840.      MT  (+/- 180 meters Scaled)
 LF0180
 LF0180                          SUPERSEDED SURVEY CONTROL
 LF0180
 LF0180  NGVD 29 (??/??/92)  313.054  (m)         1027.08   (f) ADJ UNCH    2 0
 LF0180
 LF0180.Superseded values are not recommended for survey control.
 LF0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0180.See file dsdata.txt to determine how the superseded data were derived.
 LF0180
 LF0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF306100(NAD 83)
 LF0180_MARKER: DB = BENCH MARK DISK
 LF0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0180_STAMPING: Z 106 1935
 LF0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0180+STABILITY: SURFACE MOTION
 LF0180
 LF0180  HISTORY     - Date     Condition        Report By
 LF0180  HISTORY     - 1935     MONUMENTED       CGS
 LF0180  HISTORY     - 1984     MARK NOT FOUND   NGS
 LF0180
 LF0180                          STATION DESCRIPTION
 LF0180
 LF0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0180'1.9 MI SE FROM CLARINDA.
 LF0180'1.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0180'RAILROAD FROM THE STATION AT CLARINDA, PAGE COUNTY, 9 POLES
 LF0180'NORTHEAST OF MILEPOST 221, AT A ROAD CROSSING, 20 FEET NORTHWEST
 LF0180'OF THE CENTERLINE OF THE TRACK, 18 FEET NORTHEAST OF THE
 LF0180'CENTERLINE OF THE ROAD, 25 FEET SOUTHEAST OF THE RIGHT OF WAY
 LF0180'FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Z 106
 LF0180'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0180
 LF0180                          STATION RECOVERY (1984)
 LF0180
 LF0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0210 ***********************************************************************
 LF0210  DESIGNATION -  Z 108
 LF0210  PID         -  LF0210
 LF0210  STATE/COUNTY-  IA/ADAMS
 LF0210  USGS QUAD   -  CORNING SOUTH (1980)
 LF0210
 LF0210                         *CURRENT SURVEY CONTROL
 LF0210  ___________________________________________________________________
 LF0210* NAD 83(1986)-  40 59 24.     (N)    094 44 04.     (W)     SCALED    
 LF0210* NAVD 88     -       356.549  (meters)    1169.78   (feet)  ADJUSTED  
 LF0210  ___________________________________________________________________
 LF0210  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LF0210  DYNAMIC HT  -         356.366 (meters)    1169.18  (feet)  COMP
 LF0210  MODELED GRAV-     980,102.2   (mgal)                       NAVD 88
 LF0210
 LF0210  VERT ORDER  -  SECOND    CLASS 0
 LF0210
 LF0210.The horizontal coordinates were scaled from a topographic map and have
 LF0210.an estimated accuracy of +/- 6 seconds.
 LF0210
 LF0210.The orthometric height was determined by differential leveling
 LF0210.and adjusted by the National Geodetic Survey in June 1991..
 LF0210
 LF0210.The geoid height was determined by GEOID03.
 LF0210
 LF0210.The dynamic height is computed by dividing the NAVD 88
 LF0210.geopotential number by the normal gravity value computed on the
 LF0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0210.degrees latitude (g = 980.6199 gals.).
 LF0210
 LF0210.The modeled gravity was interpolated from observed gravity values.
 LF0210
 LF0210;                    North         East    Units  Estimated Accuracy
 LF0210;SPC IA S     -   110,680.      396,130.      MT  (+/- 180 meters Scaled)
 LF0210
 LF0210                          SUPERSEDED SURVEY CONTROL
 LF0210
 LF0210  NGVD 29 (??/??/92)  356.433  (m)         1169.40   (f) ADJ UNCH    2 0
 LF0210
 LF0210.Superseded values are not recommended for survey control.
 LF0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0210.See file dsdata.txt to determine how the superseded data were derived.
 LF0210
 LF0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF541390(NAD 83)
 LF0210_MARKER: DB = BENCH MARK DISK
 LF0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0210_STAMPING: Z 108 1935
 LF0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0210+STABILITY: SURFACE MOTION
 LF0210
 LF0210  HISTORY     - Date     Condition        Report By
 LF0210  HISTORY     - 1935     MONUMENTED       CGS
 LF0210
 LF0210                          STATION DESCRIPTION
 LF0210
 LF0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0210'AT CORNING.
 LF0210'AT CORNING, ADAMS COUNTY, NEAR THE INTERSECTION OF EIGHTH AND
 LF0210'MAIN STREETS, AT THE SOUTHEAST CORNER OF THE CITY PARK, 51 FEET
 LF0210'NORTH OF THE CENTERLINE OF EIGHTH STREET, 39 FEET WEST OF THE
 LF0210'CENTERLINE OF MAIN STREET, 8 FEET EAST OF A SIDEWALK, AND 1 FOOT
 LF0210'HIGHER THAN THE STREET.  A STANDARD DISK, STAMPED Z 108 1935 AND
 LF0210'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0111 ***********************************************************************
 MJ0111  DESIGNATION -  Z 109
 MJ0111  PID         -  MJ0111
 MJ0111  STATE/COUNTY-  IA/UNION
 MJ0111  USGS QUAD   -  LORIMOR SOUTH (1983)
 MJ0111
 MJ0111                         *CURRENT SURVEY CONTROL
 MJ0111  ___________________________________________________________________
 MJ0111* NAD 83(1986)-  41 02 14.     (N)    094 00 53.     (W)     SCALED    
 MJ0111* NAVD 88     -       355.301  (meters)    1165.68   (feet)  ADJUSTED  
 MJ0111  ___________________________________________________________________
 MJ0111  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 MJ0111  DYNAMIC HT  -         355.128 (meters)    1165.12  (feet)  COMP
 MJ0111  MODELED GRAV-     980,128.2   (mgal)                       NAVD 88
 MJ0111
 MJ0111  VERT ORDER  -  SECOND    CLASS 0
 MJ0111
 MJ0111.The horizontal coordinates were scaled from a topographic map and have
 MJ0111.an estimated accuracy of +/- 6 seconds.
 MJ0111
 MJ0111.The orthometric height was determined by differential leveling
 MJ0111.and adjusted by the National Geodetic Survey in June 1991..
 MJ0111
 MJ0111.The geoid height was determined by GEOID03.
 MJ0111
 MJ0111.The dynamic height is computed by dividing the NAVD 88
 MJ0111.geopotential number by the normal gravity value computed on the
 MJ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0111.degrees latitude (g = 980.6199 gals.).
 MJ0111
 MJ0111.The modeled gravity was interpolated from observed gravity values.
 MJ0111
 MJ0111;                    North         East    Units  Estimated Accuracy
 MJ0111;SPC IA S     -   115,310.      456,720.      MT  (+/- 180 meters Scaled)
 MJ0111
 MJ0111                          SUPERSEDED SURVEY CONTROL
 MJ0111
 MJ0111.No superseded survey control is available for this station.
 MJ0111
 MJ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF147433(NAD 83)
 MJ0111_MARKER: DB = BENCH MARK DISK
 MJ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0111_STAMPING: Z-109 1935
 MJ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0111+STABILITY: SURFACE MOTION
 MJ0111
 MJ0111  HISTORY     - Date     Condition        Report By
 MJ0111  HISTORY     - 1935     MONUMENTED       CGS
 MJ0111
 MJ0111                          STATION DESCRIPTION
 MJ0111
 MJ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0111'1.7 MI E FROM THAYER.
 MJ0111'1.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0111'AT ROAD CROSSING, ABOUT 400 FT WEST OF MILEPOST 374.  SET POST
 MJ0111'AT CREST OF RISE, 60 FEET WEST OF CENTERLINE OF ROAD, 26 FT
 MJ0111'SOUTH OF CENTERLINE OF THE SOUTH TRACKS AND ABOUT 2 FEET
 MJ0111'ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0112 ***********************************************************************
 MJ0112  DESIGNATION -  Z 109 RESET
 MJ0112  PID         -  MJ0112
 MJ0112  STATE/COUNTY-  IA/UNION
 MJ0112  USGS QUAD   -  LORIMOR SOUTH (1983)
 MJ0112
 MJ0112                         *CURRENT SURVEY CONTROL
 MJ0112  ___________________________________________________________________
 MJ0112* NAD 83(1986)-  41 02 13.     (N)    094 00 53.     (W)     SCALED    
 MJ0112* NAVD 88     -       354.08   (meters)    1161.7    (feet)  RESET     
 MJ0112  ___________________________________________________________________
 MJ0112  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 MJ0112
 MJ0112  VERT ORDER  -  THIRD
 MJ0112
 MJ0112.The horizontal coordinates were scaled from a topographic map and have
 MJ0112.an estimated accuracy of +/- 6 seconds.
 MJ0112
 MJ0112.The orthometric height was computed from unverified reset data.
 MJ0112.No vertical observational check was made to the station.
 MJ0112
 MJ0112.The geoid height was determined by GEOID03.
 MJ0112
 MJ0112;                    North         East    Units  Estimated Accuracy
 MJ0112;SPC IA S     -   115,280.      456,720.      MT  (+/- 180 meters Scaled)
 MJ0112
 MJ0112                          SUPERSEDED SURVEY CONTROL
 MJ0112
 MJ0112  NGVD 29 (??/??/??)  353.98   (m)         1161.3    (f) RESET       3  
 MJ0112
 MJ0112.Superseded values are not recommended for survey control.
 MJ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0112.See file dsdata.txt to determine how the superseded data were derived.
 MJ0112
 MJ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF147433(NAD 83)
 MJ0112_MARKER: DB = BENCH MARK DISK
 MJ0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0112_STAMPING: Z 109 1935
 MJ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0112+STABILITY: SURFACE MOTION
 MJ0112
 MJ0112  HISTORY     - Date     Condition        Report By
 MJ0112  HISTORY     - 1945     MONUMENTED       CGS
 MJ0112
 MJ0112                          STATION DESCRIPTION
 MJ0112
 MJ0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 MJ0112'1.7 MI E FROM THAYER.
 MJ0112'1.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0112'FROM THE STATION AT THAYER, UNION COUNTY, 400 FEET WEST OF
 MJ0112'MILEPOST 374, AT THE CREST OF A RISE, AT A ROAD CROSSING, 60
 MJ0112'FEET WEST OF THE CENTERLINE OF THE ROAD, 26 FEET SOUTH OF THE
 MJ0112'CENTERLINE OF THE SOUTH TRACK, AND 2 FEET HIGHER THAN THE TRACK.
 MJ0112'A STANDARD DISK, STAMPED Z 109 1935 AND SET IN THE TOP OF A
 MJ0112'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0596 ***********************************************************************
 NJ0596  DESIGNATION -  Z 11
 NJ0596  PID         -  NJ0596
 NJ0596  STATE/COUNTY-  IA/FAYETTE
 NJ0596  USGS QUAD   -  MAYNARD (1981)
 NJ0596
 NJ0596                         *CURRENT SURVEY CONTROL
 NJ0596  ___________________________________________________________________
 NJ0596* NAD 83(1986)-  42 49 05.     (N)    091 53 21.     (W)     SCALED    
 NJ0596* NAVD 88     -       324.711  (meters)    1065.32   (feet)  ADJUSTED  
 NJ0596  ___________________________________________________________________
 NJ0596  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 NJ0596  DYNAMIC HT  -         324.618 (meters)    1065.02  (feet)  COMP
 NJ0596  MODELED GRAV-     980,325.8   (mgal)                       NAVD 88
 NJ0596
 NJ0596  VERT ORDER  -  FIRST     CLASS II
 NJ0596
 NJ0596.The horizontal coordinates were scaled from a topographic map and have
 NJ0596.an estimated accuracy of +/- 6 seconds.
 NJ0596
 NJ0596.The orthometric height was determined by differential leveling
 NJ0596.and adjusted by the National Geodetic Survey in June 1991..
 NJ0596
 NJ0596.The geoid height was determined by GEOID03.
 NJ0596
 NJ0596.The dynamic height is computed by dividing the NAVD 88
 NJ0596.geopotential number by the normal gravity value computed on the
 NJ0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0596.degrees latitude (g = 980.6199 gals.).
 NJ0596
 NJ0596.The modeled gravity was interpolated from observed gravity values.
 NJ0596
 NJ0596;                    North         East    Units  Estimated Accuracy
 NJ0596;SPC IA N     - 1,147,660.    1,631,720.      MT  (+/- 180 meters Scaled)
 NJ0596
 NJ0596                          SUPERSEDED SURVEY CONTROL
 NJ0596
 NJ0596  NGVD 29 (??/??/92)  324.738  (m)         1065.41   (f) ADJ UNCH    1 2
 NJ0596
 NJ0596.Superseded values are not recommended for survey control.
 NJ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0596.See file dsdata.txt to determine how the superseded data were derived.
 NJ0596
 NJ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH908412(NAD 83)
 NJ0596_MARKER: DB = BENCH MARK DISK
 NJ0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0596_STAMPING: Z 11 1933
 NJ0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0596+STABILITY: SURFACE MOTION
 NJ0596
 NJ0596  HISTORY     - Date     Condition        Report By
 NJ0596  HISTORY     - 1933     MONUMENTED       CGS
 NJ0596  HISTORY     - 1934     GOOD             NGS
 NJ0596
 NJ0596                          STATION DESCRIPTION
 NJ0596
 NJ0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0596'3 MI N FROM MAYNARD.
 NJ0596'3 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 NJ0596'FROM THE STATION AT MAYNARD, FAYETTE COUNTY, 483 YARDS NORTH OF
 NJ0596'MILEPOST 63, AT A ROAD CROSSING, 34 FEET SOUTH OF THE CENTERLINE
 NJ0596'OF THE ROAD, AND 47 FEET EAST OF THE CENTERLINE OF THE TRACK.  A
 NJ0596'STANDARD DISK, STAMPED Z 11 1933 AND SET IN THE TOP OF A CONCRETE
 NJ0596'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0224 ***********************************************************************
 MH0224  DESIGNATION -  Z 110
 MH0224  PID         -  MH0224
 MH0224  STATE/COUNTY-  IA/LUCAS
 MH0224  USGS QUAD   -  CHARITON (1982)
 MH0224
 MH0224                         *CURRENT SURVEY CONTROL
 MH0224  ___________________________________________________________________
 MH0224* NAD 83(1986)-  41 02 26.     (N)    093 21 58.     (W)     SCALED    
 MH0224* NAVD 88     -       318.039  (meters)    1043.43   (feet)  ADJUSTED  
 MH0224  ___________________________________________________________________
 MH0224  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 MH0224  DYNAMIC HT  -         317.895 (meters)    1042.96  (feet)  COMP
 MH0224  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 MH0224
 MH0224  VERT ORDER  -  SECOND    CLASS 0
 MH0224
 MH0224.The horizontal coordinates were scaled from a topographic map and have
 MH0224.an estimated accuracy of +/- 6 seconds.
 MH0224
 MH0224.The orthometric height was determined by differential leveling
 MH0224.and adjusted by the National Geodetic Survey in June 1991..
 MH0224
 MH0224.The geoid height was determined by GEOID03.
 MH0224
 MH0224.The dynamic height is computed by dividing the NAVD 88
 MH0224.geopotential number by the normal gravity value computed on the
 MH0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0224.degrees latitude (g = 980.6199 gals.).
 MH0224
 MH0224.The modeled gravity was interpolated from observed gravity values.
 MH0224
 MH0224;                    North         East    Units  Estimated Accuracy
 MH0224;SPC IA S     -   115,560.      511,260.      MT  (+/- 180 meters Scaled)
 MH0224
 MH0224                          SUPERSEDED SURVEY CONTROL
 MH0224
 MH0224  NGVD 29 (??/??/92)  317.982  (m)         1043.25   (f) ADJ UNCH    2 0
 MH0224
 MH0224.Superseded values are not recommended for survey control.
 MH0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0224.See file dsdata.txt to determine how the superseded data were derived.
 MH0224
 MH0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF692433(NAD 83)
 MH0224_MARKER: DB = BENCH MARK DISK
 MH0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0224_STAMPING: Z 110 1935
 MH0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0224+STABILITY: SURFACE MOTION
 MH0224
 MH0224  HISTORY     - Date     Condition        Report By
 MH0224  HISTORY     - 1935     MONUMENTED       CGS
 MH0224  HISTORY     - 1977     MARK NOT FOUND   USGS
 MH0224
 MH0224                          STATION DESCRIPTION
 MH0224
 MH0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0224'5 MI E FROM LUCAS.
 MH0224'5.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 MH0224'FROM THE STATION AT LUCAS, 8 POLES EAST OF THE STATION AT
 MH0224'HARRISON, AT A ROAD CROSSING, 33 FEET EAST OF THE CENTERLINE
 MH0224'OF THE ROAD, 30 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK,
 MH0224'6 FEET EAST OF A FENCE CORNER, 18 INCHES SOUTH OF THE FENCE,
 MH0224'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Z 110 1935
 MH0224'AND SET IN THE TOP OF A CONCRETE POST.
 MH0224
 MH0224                          STATION RECOVERY (1977)
 MH0224
 MH0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MH0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0135 ***********************************************************************
 MH0135  DESIGNATION -  Z 111
 MH0135  PID         -  MH0135
 MH0135  STATE/COUNTY-  IA/MONROE
 MH0135  USGS QUAD   -  ALBIA (1982)
 MH0135
 MH0135                         *CURRENT SURVEY CONTROL
 MH0135  ___________________________________________________________________
 MH0135* NAD 83(1986)-  41 01 41.     (N)    092 48 23.     (W)     SCALED    
 MH0135* NAVD 88     -       293.216  (meters)     961.99   (feet)  ADJUSTED  
 MH0135  ___________________________________________________________________
 MH0135  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MH0135  DYNAMIC HT  -         293.082 (meters)     961.55  (feet)  COMP
 MH0135  MODELED GRAV-     980,160.1   (mgal)                       NAVD 88
 MH0135
 MH0135  VERT ORDER  -  SECOND    CLASS 0
 MH0135
 MH0135.The horizontal coordinates were scaled from a topographic map and have
 MH0135.an estimated accuracy of +/- 6 seconds.
 MH0135
 MH0135.The orthometric height was determined by differential leveling
 MH0135.and adjusted by the National Geodetic Survey in June 1991..
 MH0135
 MH0135.The geoid height was determined by GEOID03.
 MH0135
 MH0135.The dynamic height is computed by dividing the NAVD 88
 MH0135.geopotential number by the normal gravity value computed on the
 MH0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0135.degrees latitude (g = 980.6199 gals.).
 MH0135
 MH0135.The modeled gravity was interpolated from observed gravity values.
 MH0135
 MH0135;                    North         East    Units  Estimated Accuracy
 MH0135;SPC IA S     -   114,400.      558,330.      MT  (+/- 180 meters Scaled)
 MH0135
 MH0135                          SUPERSEDED SURVEY CONTROL
 MH0135
 MH0135  NGVD 29 (??/??/92)  293.192  (m)          961.91   (f) ADJ UNCH    2 0
 MH0135
 MH0135.Superseded values are not recommended for survey control.
 MH0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0135.See file dsdata.txt to determine how the superseded data were derived.
 MH0135
 MH0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF162418(NAD 83)
 MH0135_MARKER: DB = BENCH MARK DISK
 MH0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0135_SP_SET: STEP
 MH0135_STAMPING: Z 111 1935
 MH0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0135
 MH0135  HISTORY     - Date     Condition        Report By
 MH0135  HISTORY     - 1935     MONUMENTED       CGS
 MH0135  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 MH0135  HISTORY     - 20060813 GOOD             GEOCAC
 MH0135
 MH0135                          STATION DESCRIPTION
 MH0135
 MH0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0135'AT ALBIA.
 MH0135'AT ALBIA, MONROE COUNTY, AT THE POST OFFICE, 9 FEET NORTH AND 4
 MH0135'FEET EAST OF THE FRONT (NORTH) ENTRANCE, IN THE TOP OF THE EAST
 MH0135'END OF THE FOURTH CONCRETE STEP, 4 INCHES WEST OF THE EAST
 MH0135'BANNISTER, AND 2.5 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 MH0135'STAMPED Z 111 1935.
 MH0135
 MH0135                          STATION RECOVERY (2000)
 MH0135
 MH0135'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 MH0135'NOT FOUND.
 MH0135
 MH0135                          STATION RECOVERY (2006)
 MH0135
 MH0135'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MH0135'AT POST OFFICE ON WEST BENTON AVE NEAR A STREET. DISTANCES NOT
 MH0135'CHECKED.  DISK IS EAST OF NEW IRON BANNISTER AND WEST OF MOUNTINGS FOR
 MH0135'OLD BANNISTER.  HANDHELD COORDINATES N41 01 37.4 W092 48 35.7, SKY
 MH0135'OBSTRUCTED BY BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0242 ***********************************************************************
 MH0242  DESIGNATION -  Z 112
 MH0242  PID         -  MH0242
 MH0242  STATE/COUNTY-  IA/WARREN
 MH0242  USGS QUAD   -  HARTFORD (1965)
 MH0242
 MH0242                         *CURRENT SURVEY CONTROL
 MH0242  ___________________________________________________________________
 MH0242* NAD 83(1986)-  41 24 19.     (N)    093 22 38.     (W)     SCALED    
 MH0242* NAVD 88     -       242.283  (meters)     794.89   (feet)  ADJUSTED  
 MH0242  ___________________________________________________________________
 MH0242  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 MH0242  DYNAMIC HT  -         242.181 (meters)     794.56  (feet)  COMP
 MH0242  MODELED GRAV-     980,198.2   (mgal)                       NAVD 88
 MH0242
 MH0242  VERT ORDER  -  SECOND    CLASS 0
 MH0242
 MH0242.The horizontal coordinates were scaled from a topographic map and have
 MH0242.an estimated accuracy of +/- 6 seconds.
 MH0242
 MH0242.The orthometric height was determined by differential leveling
 MH0242.and adjusted by the National Geodetic Survey in June 1991..
 MH0242
 MH0242.The geoid height was determined by GEOID03.
 MH0242
 MH0242.The dynamic height is computed by dividing the NAVD 88
 MH0242.geopotential number by the normal gravity value computed on the
 MH0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0242.degrees latitude (g = 980.6199 gals.).
 MH0242
 MH0242.The modeled gravity was interpolated from observed gravity values.
 MH0242
 MH0242;                    North         East    Units  Estimated Accuracy
 MH0242;SPC IA S     -   156,060.      510,270.      MT  (+/- 180 meters Scaled)
 MH0242
 MH0242                          SUPERSEDED SURVEY CONTROL
 MH0242
 MH0242  NGVD 29 (??/??/92)  242.257  (m)          794.80   (f) ADJ UNCH    2 0
 MH0242
 MH0242.Superseded values are not recommended for survey control.
 MH0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0242.See file dsdata.txt to determine how the superseded data were derived.
 MH0242
 MH0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF684838(NAD 83)
 MH0242_MARKER: DB = BENCH MARK DISK
 MH0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0242_STAMPING: Z 112 1935
 MH0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0242+STABILITY: SURFACE MOTION
 MH0242
 MH0242  HISTORY     - Date     Condition        Report By
 MH0242  HISTORY     - 1935     MONUMENTED       CGS
 MH0242
 MH0242                          STATION DESCRIPTION
 MH0242
 MH0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0242'2.7 MI NW FROM BEECH.
 MH0242'2.7 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0242'RAILROAD FROM THE STATION AT BEECH, 75 FEET NORTHWEST OF
 MH0242'UNDERPASS 55.5, 21 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 MH0242'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Z 112 1935
 MH0242'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0251 ***********************************************************************
 LE0251  DESIGNATION -  Z 113
 LE0251  PID         -  LE0251
 LE0251  STATE/COUNTY-  IA/WAYNE
 LE0251  USGS QUAD   -  CORYDON (1982)
 LE0251
 LE0251                         *CURRENT SURVEY CONTROL
 LE0251  ___________________________________________________________________
 LE0251* NAD 83(1986)-  40 49 08.     (N)    093 19 13.     (W)     SCALED    
 LE0251* NAVD 88     -       301.447  (meters)     989.00   (feet)  ADJUSTED  
 LE0251  ___________________________________________________________________
 LE0251  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LE0251  DYNAMIC HT  -         301.301 (meters)     988.52  (feet)  COMP
 LE0251  MODELED GRAV-     980,131.1   (mgal)                       NAVD 88
 LE0251
 LE0251  VERT ORDER  -  SECOND    CLASS 0
 LE0251
 LE0251.The horizontal coordinates were scaled from a topographic map and have
 LE0251.an estimated accuracy of +/- 6 seconds.
 LE0251
 LE0251.The orthometric height was determined by differential leveling
 LE0251.and adjusted by the National Geodetic Survey in June 1991..
 LE0251
 LE0251.The geoid height was determined by GEOID03.
 LE0251
 LE0251.The dynamic height is computed by dividing the NAVD 88
 LE0251.geopotential number by the normal gravity value computed on the
 LE0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0251.degrees latitude (g = 980.6199 gals.).
 LE0251
 LE0251.The modeled gravity was interpolated from observed gravity values.
 LE0251
 LE0251;                    North         East    Units  Estimated Accuracy
 LE0251;SPC IA S     -    90,950.      515,160.      MT  (+/- 180 meters Scaled)
 LE0251
 LE0251                          SUPERSEDED SURVEY CONTROL
 LE0251
 LE0251  NGVD 29 (??/??/92)  301.391  (m)          988.81   (f) ADJ UNCH    2 0
 LE0251
 LE0251.Superseded values are not recommended for survey control.
 LE0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0251.See file dsdata.txt to determine how the superseded data were derived.
 LE0251
 LE0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF729187(NAD 83)
 LE0251_MARKER: DB = BENCH MARK DISK
 LE0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0251_STAMPING: Z 113 1935
 LE0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0251+STABILITY: SURFACE MOTION
 LE0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LE0251+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 LE0251
 LE0251  HISTORY     - Date     Condition        Report By
 LE0251  HISTORY     - 1935     MONUMENTED       CGS
 LE0251  HISTORY     - 20060813 GOOD             GEOCAC
 LE0251
 LE0251                          STATION DESCRIPTION
 LE0251
 LE0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0251'2.4 MI S FROM MILLERTON.
 LE0251'2.4 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0251'RAILROAD FROM THE STATION AT MILLERTON, 6 POLES SOUTH OF MILEPOST
 LE0251'9, AT A PRIVATE-ROAD CROSSING, 42 FEET WEST OF THE CENTERLINE
 LE0251'OF THE TRACK, 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3
 LE0251'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 5-1/2 FEET LOWER
 LE0251'THAN THE TRACK.  A STANDARD DISK, STAMPED Z 113 1935 AND SET IN
 LE0251'THE TOP OF A CONCRETE POST.
 LE0251
 LE0251                          STATION RECOVERY (2006)
 LE0251
 LE0251'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 LE0251'ABOUT 0.4 MILE SOUTH OF UNDERPASS FOR RACCOON RD JUST EAST OF HWY 14.
 LE0251'AT FORMER PRIVATE CROSSING MARKED IN FENCE LINES AND AS RAISED AREA ON
 LE0251'EMBANKMENT.
 LE0251' 
 LE0251'DISK IS 44.5 FT WEST OF CENTER OF TRACK, 21 FEET SOUTH OF CENTER OF
 LE0251'CROSSING AS MARKED BY TWO BRACED CONCRETE CORNER POSTS, 14 FT SOUTH OF
 LE0251'SOUTH CONCRETE CORNER POST, 14 FT WEST OF TWO ELM TREES GROWN
 LE0251'TOGETHER, 2.5 FT EAST OF FENCE, PROJECTING 10 INCHES. HANDHELD
 LE0251'COORDINATES N40 49 11.0 W093 19 12.8, SKY MOSTLY OBSCURED BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0396 ***********************************************************************
 LE0396  DESIGNATION -  Z 114
 LE0396  PID         -  LE0396
 LE0396  STATE/COUNTY-  IA/DECATUR
 LE0396  USGS QUAD   -  DAVIS CITY (1981)
 LE0396
 LE0396                         *CURRENT SURVEY CONTROL
 LE0396  ___________________________________________________________________
 LE0396* NAD 83(1986)-  40 38 56.     (N)    093 48 05.     (W)     SCALED    
 LE0396* NAVD 88     -       285.602  (meters)     937.01   (feet)  ADJUSTED  
 LE0396  ___________________________________________________________________
 LE0396  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 LE0396  DYNAMIC HT  -         285.461 (meters)     936.55  (feet)  COMP
 LE0396  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 LE0396
 LE0396  VERT ORDER  -  SECOND    CLASS 0
 LE0396
 LE0396.The horizontal coordinates were scaled from a topographic map and have
 LE0396.an estimated accuracy of +/- 6 seconds.
 LE0396
 LE0396.The orthometric height was determined by differential leveling
 LE0396.and adjusted by the National Geodetic Survey in June 1991..
 LE0396
 LE0396.The geoid height was determined by GEOID03.
 LE0396
 LE0396.The dynamic height is computed by dividing the NAVD 88
 LE0396.geopotential number by the normal gravity value computed on the
 LE0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0396.degrees latitude (g = 980.6199 gals.).
 LE0396
 LE0396.The modeled gravity was interpolated from observed gravity values.
 LE0396
 LE0396;                    North         East    Units  Estimated Accuracy
 LE0396;SPC IA S     -    72,100.      474,510.      MT  (+/- 180 meters Scaled)
 LE0396
 LE0396                          SUPERSEDED SURVEY CONTROL
 LE0396
 LE0396  NGVD 29 (??/??/92)  285.521  (m)          936.75   (f) ADJ UNCH    2 0
 LE0396
 LE0396.Superseded values are not recommended for survey control.
 LE0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0396.See file dsdata.txt to determine how the superseded data were derived.
 LE0396
 LE0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF322000(NAD 83)
 LE0396_MARKER: DB = BENCH MARK DISK
 LE0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0396_STAMPING: Z 114 1935
 LE0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0396+STABILITY: SURFACE MOTION
 LE0396
 LE0396  HISTORY     - Date     Condition        Report By
 LE0396  HISTORY     - 1935     MONUMENTED       CGS
 LE0396
 LE0396                          STATION DESCRIPTION
 LE0396
 LE0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0396'1 MI NE FROM DAVIS CITY.
 LE0396'1.0 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0396'RAILROAD FROM THE STATION AT DAVIS CITY, DECATUR COUNTY, AT A
 LE0396'ROAD CROSSING, 34 FEET WEST OF THE CENTERLINE OF THE ROAD, 18
 LE0396'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 13 FEET SOUTHEAST
 LE0396'OF A FENCE LINE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 LE0396'STAMPED Z 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0289 ***********************************************************************
 MH0289  DESIGNATION -  Z 115
 MH0289  PID         -  MH0289
 MH0289  STATE/COUNTY-  IA/CLARKE
 MH0289  USGS QUAD   -  JAMISON (1983)
 MH0289
 MH0289                         *CURRENT SURVEY CONTROL
 MH0289  ___________________________________________________________________
 MH0289* NAD 83(1986)-  41 07 28.     (N)    093 43 18.     (W)     SCALED    
 MH0289* NAVD 88     -       289.581  (meters)     950.07   (feet)  POSTED    
 MH0289  ___________________________________________________________________
 MH0289  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 MH0289  DYNAMIC HT  -         289.450 (meters)     949.64  (feet)  COMP
 MH0289  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 MH0289
 MH0289  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0289
 MH0289.The horizontal coordinates were scaled from a topographic map and have
 MH0289.an estimated accuracy of +/- 6 seconds.
 MH0289
 MH0289.The orthometric height was determined by differential leveling
 MH0289.and adjusted by the National Geodetic Survey in 1992..
 MH0289.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0289.rate of 0.0 thru 1.0 mm/km.
 MH0289
 MH0289.The geoid height was determined by GEOID03.
 MH0289
 MH0289.The dynamic height is computed by dividing the NAVD 88
 MH0289.geopotential number by the normal gravity value computed on the
 MH0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0289.degrees latitude (g = 980.6199 gals.).
 MH0289
 MH0289.The modeled gravity was interpolated from observed gravity values.
 MH0289
 MH0289;                    North         East    Units  Estimated Accuracy
 MH0289;SPC IA S     -   124,890.      481,390.      MT  (+/- 180 meters Scaled)
 MH0289
 MH0289                          SUPERSEDED SURVEY CONTROL
 MH0289
 MH0289  NGVD 29 (??/??/92)  289.530  (m)          949.90   (f) ADJ UNCH    2 0
 MH0289
 MH0289.Superseded values are not recommended for survey control.
 MH0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0289.See file dsdata.txt to determine how the superseded data were derived.
 MH0289
 MH0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF394528(NAD 83)
 MH0289_MARKER: DB = BENCH MARK DISK
 MH0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0289_STAMPING: Z 115 1935
 MH0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0289+STABILITY: SURFACE MOTION
 MH0289
 MH0289  HISTORY     - Date     Condition        Report By
 MH0289  HISTORY     - 1935     MONUMENTED       CGS
 MH0289  HISTORY     - 1980     MARK NOT FOUND   USGS
 MH0289
 MH0289                          STATION DESCRIPTION
 MH0289
 MH0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0289'AT JAMISON.
 MH0289'AT JAMISON, CLARKE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MH0289'RAILROAD, 10 POLES NORTH OF THE STATION, 4 POLES NORTH OF MILEPOST
 MH0289'50, AT A ROAD CROSSING, 42 FEET NORTH OF THE CENTERLINE OF THE
 MH0289'ROAD, 22 FEET EAST OF THE CENTERLINE OF THE TRACK, 4 FEET WEST OF
 MH0289'A POLE WITH A GUY WIRE, AND 3 FEET LOWER THAN THE TRACK.  A
 MH0289'STANDARD DISK, STAMPED Z 115 1935 AND SET IN THE TOP OF A CONCRETE
 MH0289'POST.
 MH0289
 MH0289                          STATION RECOVERY (1980)
 MH0289
 MH0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MH0289'THE RR HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0319 ***********************************************************************
 MH0319  DESIGNATION -  Z 116
 MH0319  PID         -  MH0319
 MH0319  STATE/COUNTY-  IA/WARREN
 MH0319  USGS QUAD   -  DES MOINES SW (1976)
 MH0319
 MH0319                         *CURRENT SURVEY CONTROL
 MH0319  ___________________________________________________________________
 MH0319* NAD 83(1986)-  41 30 00.     (N)    093 40 07.     (W)     SCALED    
 MH0319* NAVD 88     -       260.694  (meters)     855.29   (feet)  POSTED    
 MH0319  ___________________________________________________________________
 MH0319  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 MH0319  DYNAMIC HT  -         260.580 (meters)     854.92  (feet)  COMP
 MH0319  MODELED GRAV-     980,182.9   (mgal)                       NAVD 88
 MH0319
 MH0319  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MH0319
 MH0319.The horizontal coordinates were scaled from a topographic map and have
 MH0319.an estimated accuracy of +/- 6 seconds.
 MH0319
 MH0319.The orthometric height was determined by differential leveling
 MH0319.and adjusted by the National Geodetic Survey in 1992..
 MH0319.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MH0319.rate of 0.0 thru 1.0 mm/km.
 MH0319
 MH0319.The geoid height was determined by GEOID03.
 MH0319
 MH0319.The dynamic height is computed by dividing the NAVD 88
 MH0319.geopotential number by the normal gravity value computed on the
 MH0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0319.degrees latitude (g = 980.6199 gals.).
 MH0319
 MH0319.The modeled gravity was interpolated from observed gravity values.
 MH0319
 MH0319;                    North         East    Units  Estimated Accuracy
 MH0319;SPC IA S     -   166,590.      485,920.      MT  (+/- 180 meters Scaled)
 MH0319
 MH0319                          SUPERSEDED SURVEY CONTROL
 MH0319
 MH0319  NGVD 29 (??/??/92)  260.658  (m)          855.18   (f) ADJ UNCH    2 0
 MH0319
 MH0319.Superseded values are not recommended for survey control.
 MH0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0319.See file dsdata.txt to determine how the superseded data were derived.
 MH0319
 MH0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF441944(NAD 83)
 MH0319_MARKER: DB = BENCH MARK DISK
 MH0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0319_SP_SET: CULVERT
 MH0319_STAMPING: Z 116 1935
 MH0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0319
 MH0319  HISTORY     - Date     Condition        Report By
 MH0319  HISTORY     - 1935     MONUMENTED       CGS
 MH0319
 MH0319                          STATION DESCRIPTION
 MH0319
 MH0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0319'1.7 MI NE FROM NORWALK.
 MH0319'1.7 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MH0319'RAILROAD FROM THE STATION AT NORWALK, WARREN COUNTY, AT A CONCRETE
 MH0319'CULVERT, IN THE CENTER OF THE TOP OF THE WEST HEADWALL, AND 5 FEET
 MH0319'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Z 116 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0372 ***********************************************************************
 LE0372  DESIGNATION -  Z 117
 LE0372  PID         -  LE0372
 LE0372  STATE/COUNTY-  IA/DECATUR
 LE0372  USGS QUAD   -  LEON (1964)
 LE0372
 LE0372                         *CURRENT SURVEY CONTROL
 LE0372  ___________________________________________________________________
 LE0372* NAD 83(1986)-  40 44 44.     (N)    093 40 34.     (W)     SCALED    
 LE0372* NAVD 88     -       305.101  (meters)    1000.99   (feet)  ADJUSTED  
 LE0372  ___________________________________________________________________
 LE0372  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 LE0372  DYNAMIC HT  -         304.952 (meters)    1000.50  (feet)  COMP
 LE0372  MODELED GRAV-     980,129.9   (mgal)                       NAVD 88
 LE0372
 LE0372  VERT ORDER  -  SECOND    CLASS 0
 LE0372
 LE0372.The horizontal coordinates were scaled from a topographic map and have
 LE0372.an estimated accuracy of +/- 6 seconds.
 LE0372
 LE0372.The orthometric height was determined by differential leveling
 LE0372.and adjusted by the National Geodetic Survey in June 1991..
 LE0372
 LE0372.The geoid height was determined by GEOID03.
 LE0372
 LE0372.The dynamic height is computed by dividing the NAVD 88
 LE0372.geopotential number by the normal gravity value computed on the
 LE0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0372.degrees latitude (g = 980.6199 gals.).
 LE0372
 LE0372.The modeled gravity was interpolated from observed gravity values.
 LE0372
 LE0372;                    North         East    Units  Estimated Accuracy
 LE0372;SPC IA S     -    82,810.      485,130.      MT  (+/- 180 meters Scaled)
 LE0372
 LE0372                          SUPERSEDED SURVEY CONTROL
 LE0372
 LE0372  NGVD 29 (??/??/92)  305.02   (m)         1000.7    (f) COMPUTED    2 0
 LE0372
 LE0372.Superseded values are not recommended for survey control.
 LE0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0372.See file dsdata.txt to determine how the superseded data were derived.
 LE0372
 LE0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF429107(NAD 83)
 LE0372_MARKER: DB = BENCH MARK DISK
 LE0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0372_STAMPING: Z 117-27-58 1935
 LE0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0372+STABILITY: SURFACE MOTION
 LE0372
 LE0372  HISTORY     - Date     Condition        Report By
 LE0372  HISTORY     - 1935     MONUMENTED       CGS
 LE0372
 LE0372                          STATION DESCRIPTION
 LE0372
 LE0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0372'3.8 MI E FROM LEON.
 LE0372'3.8 MILES EAST ALONG STATE HIGHWAY 2 FROM THE EAST JUNCTION
 LE0372'OF U.S. HIGHWAY 69 AT LEON, DECATUR COUNTY, 0.2 MILE WEST OF THE
 LE0372'JUNCTION OF A ROAD LEADING SOUTH, 625 FEET WEST OF THE WEST
 LE0372'END OF A 50-FOOT BRIDGE, AT THE CREST OF A HILL, AND 2.5
 LE0372'FEET NORTH OF A 50-FOOT BRIDGE, AT THE CREST OF A HILL, AND
 LE0372'2.5 FEET NORTH OF A SOUTH FENCE LINE.  A STATE SURVEY STANDARD
 LE0372'DISK, STAMPED Z 117 27-58 1935 AND SET IN THE TOP OF A CONCRETE
 LE0372'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0235 ***********************************************************************
 LE0235  DESIGNATION -  Z 118
 LE0235  PID         -  LE0235
 LE0235  STATE/COUNTY-  IA/WAYNE
 LE0235  USGS QUAD   -  SEYMOUR WEST (1979)
 LE0235
 LE0235                         *CURRENT SURVEY CONTROL
 LE0235  ___________________________________________________________________
 LE0235* NAD 83(1986)-  40 40 55.     (N)    093 07 31.     (W)     SCALED    
 LE0235* NAVD 88     -       325.605  (meters)    1068.26   (feet)  ADJUSTED  
 LE0235  ___________________________________________________________________
 LE0235  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 LE0235  DYNAMIC HT  -         325.444 (meters)    1067.73  (feet)  COMP
 LE0235  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 LE0235
 LE0235  VERT ORDER  -  SECOND    CLASS 0
 LE0235
 LE0235.The horizontal coordinates were scaled from a topographic map and have
 LE0235.an estimated accuracy of +/- 6 seconds.
 LE0235
 LE0235.The orthometric height was determined by differential leveling
 LE0235.and adjusted by the National Geodetic Survey in June 1991..
 LE0235
 LE0235.The geoid height was determined by GEOID03.
 LE0235
 LE0235.The dynamic height is computed by dividing the NAVD 88
 LE0235.geopotential number by the normal gravity value computed on the
 LE0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0235.degrees latitude (g = 980.6199 gals.).
 LE0235
 LE0235.The modeled gravity was interpolated from observed gravity values.
 LE0235
 LE0235;                    North         East    Units  Estimated Accuracy
 LE0235;SPC IA S     -    75,800.      531,680.      MT  (+/- 180 meters Scaled)
 LE0235
 LE0235                          SUPERSEDED SURVEY CONTROL
 LE0235
 LE0235  NGVD 29 (??/??/92)  325.535  (m)         1068.03   (f) ADJ UNCH    2 0
 LE0235
 LE0235.Superseded values are not recommended for survey control.
 LE0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0235.See file dsdata.txt to determine how the superseded data were derived.
 LE0235
 LE0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF894034(NAD 83)
 LE0235_MARKER: DB = BENCH MARK DISK
 LE0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0235_STAMPING: Z 118 1935
 LE0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0235+STABILITY: SURFACE MOTION
 LE0235
 LE0235  HISTORY     - Date     Condition        Report By
 LE0235  HISTORY     - 1935     MONUMENTED       CGS
 LE0235  HISTORY     - 1945     GOOD             NGS
 LE0235  HISTORY     - 20050813 MARK NOT FOUND   GEOCAC
 LE0235
 LE0235                          STATION DESCRIPTION
 LE0235
 LE0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 LE0235'AT SEYMOUR.
 LE0235'AT SEYMOUR, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 63
 LE0235'FEET WEST OF MILEPOST 352, ABOUT 235 FEET EAST OF THE CROSSING
 LE0235'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, AT A
 LE0235'STREET CROSSING, 51 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 LE0235'TRACK, 24 FEET EAST OF THE CENTERLINE OF THE STREET, AND ABOUT 4
 LE0235'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Z 118 1935
 LE0235'AND SET IN THE TOP OF A CONCRETE POST.
 LE0235
 LE0235                          STATION RECOVERY (2005)
 LE0235
 LE0235'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 LE0235'THE ROCK ISLAND TRACK HAS BEEN DISMATLED AND THE GRADE LEVELLED.  A
 LE0235'THOROUGH SEARCH OF THE AREA AND PROBING TO 4 INCHES REVEALED NO SIGN
 LE0235'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0206 ***********************************************************************
 LE0206  DESIGNATION -  Z 119
 LE0206  PID         -  LE0206
 LE0206  STATE/COUNTY-  IA/APPANOOSE
 LE0206  USGS QUAD   -  HIATTSVILLE (1966)
 LE0206
 LE0206                         *CURRENT SURVEY CONTROL
 LE0206  ___________________________________________________________________
 LE0206* NAD 83(1986)-  40 47 25.     (N)    092 45 49.     (W)     SCALED    
 LE0206* NAVD 88     -       303.053  (meters)     994.27   (feet)  POSTED    
 LE0206  ___________________________________________________________________
 LE0206  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LE0206  DYNAMIC HT  -         302.910 (meters)     993.80  (feet)  COMP
 LE0206  MODELED GRAV-     980,137.9   (mgal)                       NAVD 88
 LE0206
 LE0206  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LE0206
 LE0206.The horizontal coordinates were scaled from a topographic map and have
 LE0206.an estimated accuracy of +/- 6 seconds.
 LE0206
 LE0206.The orthometric height was determined by differential leveling
 LE0206.and adjusted by the National Geodetic Survey in 1992..
 LE0206.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LE0206.rate of 2.1 thru 3.0 mm/km.
 LE0206
 LE0206.The geoid height was determined by GEOID03.
 LE0206
 LE0206.The dynamic height is computed by dividing the NAVD 88
 LE0206.geopotential number by the normal gravity value computed on the
 LE0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0206.degrees latitude (g = 980.6199 gals.).
 LE0206
 LE0206.The modeled gravity was interpolated from observed gravity values.
 LE0206
 LE0206;                    North         East    Units  Estimated Accuracy
 LE0206;SPC IA S     -    88,020.      562,150.      MT  (+/- 180 meters Scaled)
 LE0206
 LE0206                          SUPERSEDED SURVEY CONTROL
 LE0206
 LE0206  NGVD 29 (??/??/92)  303.008  (m)          994.12   (f) ADJ UNCH    2 0
 LE0206
 LE0206.Superseded values are not recommended for survey control.
 LE0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0206.See file dsdata.txt to determine how the superseded data were derived.
 LE0206
 LE0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF199155(NAD 83)
 LE0206_MARKER: DB = BENCH MARK DISK
 LE0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0206_STAMPING: Z 119 1935
 LE0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0206+STABILITY: SURFACE MOTION
 LE0206
 LE0206  HISTORY     - Date     Condition        Report By
 LE0206  HISTORY     - 1935     MONUMENTED       CGS
 LE0206
 LE0206                          STATION DESCRIPTION
 LE0206
 LE0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0206'1.6 MI NW FROM UDELL.
 LE0206'1.6 MILES NORTHWEST ALONG THE WABASH RAILROAD FROM THE STATION AT
 LE0206'UDELL, APPANOOSE COUNTY, 21-1/2 POLES SOUTHEAST OF MILEPOST 253,
 LE0206'AT A ROAD CROSSING, 102 FEET NORTHWEST OF THE CENTERLINE OF THE
 LE0206'ROAD, 44 FEET SOUTHWEST OF THE CENTERLINE OF TRACK, 6 FEET
 LE0206'NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 5 FEET HIGHER THAN THE
 LE0206'TRACK.  A STANDARD DISK, STAMPED Z 119 1935 AND SET IN THE TOP
 LE0206'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0126 ***********************************************************************
 OQ0126  DESIGNATION -  Z 12
 OQ0126  PID         -  OQ0126
 OQ0126  STATE/COUNTY-  IA/SIOUX
 OQ0126  USGS QUAD   -  BOYDEN (1964)
 OQ0126
 OQ0126                         *CURRENT SURVEY CONTROL
 OQ0126  ___________________________________________________________________
 OQ0126* NAD 83(1986)-  43 11 19.     (N)    096 05 52.     (W)     SCALED    
 OQ0126* NAVD 88     -       433.246  (meters)    1421.41   (feet)  ADJUSTED  
 OQ0126  ___________________________________________________________________
 OQ0126  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 OQ0126  DYNAMIC HT  -         433.123 (meters)    1421.00  (feet)  COMP
 OQ0126  MODELED GRAV-     980,323.9   (mgal)                       NAVD 88
 OQ0126
 OQ0126  VERT ORDER  -  SECOND    CLASS 0
 OQ0126
 OQ0126.The horizontal coordinates were scaled from a topographic map and have
 OQ0126.an estimated accuracy of +/- 6 seconds.
 OQ0126
 OQ0126.The orthometric height was determined by differential leveling
 OQ0126.and adjusted by the National Geodetic Survey in June 1991..
 OQ0126
 OQ0126.The geoid height was determined by GEOID03.
 OQ0126
 OQ0126.The dynamic height is computed by dividing the NAVD 88
 OQ0126.geopotential number by the normal gravity value computed on the
 OQ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0126.degrees latitude (g = 980.6199 gals.).
 OQ0126
 OQ0126.The modeled gravity was interpolated from observed gravity values.
 OQ0126
 OQ0126;                    North         East    Units  Estimated Accuracy
 OQ0126;SPC IA N     - 1,190,820.    1,288,860.      MT  (+/- 180 meters Scaled)
 OQ0126
 OQ0126                          SUPERSEDED SURVEY CONTROL
 OQ0126
 OQ0126  NGVD 29 (??/??/92)  433.040  (m)         1420.73   (f) ADJ UNCH    2 0
 OQ0126
 OQ0126.Superseded values are not recommended for survey control.
 OQ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0126.See file dsdata.txt to determine how the superseded data were derived.
 OQ0126
 OQ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN358858(NAD 83)
 OQ0126_MARKER: DB = BENCH MARK DISK
 OQ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0126_STAMPING: Z 12 1934
 OQ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0126+STABILITY: SURFACE MOTION
 OQ0126
 OQ0126  HISTORY     - Date     Condition        Report By
 OQ0126  HISTORY     - 1934     MONUMENTED       CGS
 OQ0126  HISTORY     - 1973     GOOD             IAHD
 OQ0126  HISTORY     - 20040328 MARK NOT FOUND   JCLS
 OQ0126
 OQ0126                          STATION DESCRIPTION
 OQ0126
 OQ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OQ0126'1.8 MI E FROM HULL.
 OQ0126'1.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OQ0126'RAILROAD FROM THE STATION AT HULL, 86.5 FEET NORTHEAST OF A
 OQ0126'SECTION-ROAD CROSSING, 46.1 FEET NORTH OF THE NORTH RAIL, 37.0
 OQ0126'FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, AND 1.5 FEET SOUTH
 OQ0126'OF THE FENCE.  A STANDARD DISK, STAMPED Z 12 1934 AND SET IN THE
 OQ0126'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OQ0126
 OQ0126                          STATION RECOVERY (1973)
 OQ0126
 OQ0126'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1973
 OQ0126'RECOVERED IN GOOD CONDITION.
 OQ0126
 OQ0126                          STATION RECOVERY (2004)
 OQ0126
 OQ0126'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OQ0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0002 ***********************************************************************
 LE0002  DESIGNATION -  Z 120
 LE0002  PID         -  LE0002
 LE0002  STATE/COUNTY-  IA/DAVIS
 LE0002  USGS QUAD   -  BLOOMFIELD NORTH (1980)
 LE0002
 LE0002                         *CURRENT SURVEY CONTROL
 LE0002  ___________________________________________________________________
 LE0002* NAD 83(1986)-  40 45 02.     (N)    092 24 53.     (W)     SCALED    
 LE0002* NAVD 88     -       266.918  (meters)     875.71   (feet)  ADJUSTED  
 LE0002  ___________________________________________________________________
 LE0002  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 LE0002  DYNAMIC HT  -         266.787 (meters)     875.28  (feet)  COMP
 LE0002  MODELED GRAV-     980,129.0   (mgal)                       NAVD 88
 LE0002
 LE0002  VERT ORDER  -  SECOND    CLASS 0
 LE0002
 LE0002.The horizontal coordinates were scaled from a topographic map and have
 LE0002.an estimated accuracy of +/- 6 seconds.
 LE0002
 LE0002.The orthometric height was determined by differential leveling
 LE0002.and adjusted by the National Geodetic Survey in June 1991..
 LE0002
 LE0002.The geoid height was determined by GEOID03.
 LE0002
 LE0002.The dynamic height is computed by dividing the NAVD 88
 LE0002.geopotential number by the normal gravity value computed on the
 LE0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0002.degrees latitude (g = 980.6199 gals.).
 LE0002
 LE0002.The modeled gravity was interpolated from observed gravity values.
 LE0002
 LE0002;                    North         East    Units  Estimated Accuracy
 LE0002;SPC IA S     -    83,920.      591,650.      MT  (+/- 180 meters Scaled)
 LE0002
 LE0002                          SUPERSEDED SURVEY CONTROL
 LE0002
 LE0002  NGVD 29 (??/??/92)  266.893  (m)          875.63   (f) ADJ UNCH    2 0
 LE0002
 LE0002.Superseded values are not recommended for survey control.
 LE0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0002.See file dsdata.txt to determine how the superseded data were derived.
 LE0002
 LE0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF494112(NAD 83)
 LE0002_MARKER: DB = BENCH MARK DISK
 LE0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0002_STAMPING: Z 120 1935
 LE0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0002+STABILITY: SURFACE MOTION
 LE0002
 LE0002  HISTORY     - Date     Condition        Report By
 LE0002  HISTORY     - 1935     MONUMENTED       CGS
 LE0002  HISTORY     - 1943     GOOD             NGS
 LE0002  HISTORY     - 1969     GOOD             NGS
 LE0002  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 LE0002
 LE0002                          STATION DESCRIPTION
 LE0002
 LE0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0002'AT BLOOMFIELD.
 LE0002'AT BLOOMFIELD, DAVIS COUNTY, AT THE INTERSECTION OF FRANKLIN AND
 LE0002'MADISON STREETS, AT THE COURTHOUSE, 90 FEET EAST OF THE
 LE0002'CENTERLINE OF MADISON STREET, 50 FEET NORTH OF THE CENTERLINE
 LE0002'OF FRANKLIN STREET, 78 FEET WEST OF A SIDEWALK LEADING TO THE
 LE0002'COURTHOUSE, AND 5 FEET NORTH OF A CURB.  A STANDARD DISK,
 LE0002'STAMPED Z 120 1935 AND SET IN THE TOP OF A CONCRETE POST
 LE0002'PROJECTING 6 INCHES ABOVE GROUND.
 LE0002
 LE0002                          STATION RECOVERY (1969)
 LE0002
 LE0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LE0002'RECOVERED IN GOOD CONDITION.
 LE0002
 LE0002                          STATION RECOVERY (2000)
 LE0002
 LE0002'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LE0002'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0653 ***********************************************************************
 LD0653  DESIGNATION -  Z 121
 LD0653  PID         -  LD0653
 LD0653  STATE/COUNTY-  IA/LEE
 LD0653  USGS QUAD   -  FARMINGTON (1982)
 LD0653
 LD0653                         *CURRENT SURVEY CONTROL
 LD0653  ___________________________________________________________________
 LD0653* NAD 83(1986)-  40 38 23.     (N)    091 38 29.     (W)     SCALED    
 LD0653* NAVD 88     -       206.381  (meters)     677.10   (feet)  ADJUSTED  
 LD0653  ___________________________________________________________________
 LD0653  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 LD0653  DYNAMIC HT  -         206.281 (meters)     676.77  (feet)  COMP
 LD0653  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 LD0653
 LD0653  VERT ORDER  -  SECOND    CLASS 0
 LD0653
 LD0653.The horizontal coordinates were scaled from a topographic map and have
 LD0653.an estimated accuracy of +/- 6 seconds.
 LD0653
 LD0653.The orthometric height was determined by differential leveling
 LD0653.and adjusted by the National Geodetic Survey in June 1991..
 LD0653
 LD0653.The geoid height was determined by GEOID03.
 LD0653
 LD0653.The dynamic height is computed by dividing the NAVD 88
 LD0653.geopotential number by the normal gravity value computed on the
 LD0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0653.degrees latitude (g = 980.6199 gals.).
 LD0653
 LD0653.The modeled gravity was interpolated from observed gravity values.
 LD0653
 LD0653;                    North         East    Units  Estimated Accuracy
 LD0653;SPC IA S     -    72,720.      657,210.      MT  (+/- 180 meters Scaled)
 LD0653
 LD0653                          SUPERSEDED SURVEY CONTROL
 LD0653
 LD0653  NGVD 29 (??/??/92)  206.405  (m)          677.18   (f) ADJ UNCH    2 0
 LD0653
 LD0653.Superseded values are not recommended for survey control.
 LD0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0653.See file dsdata.txt to determine how the superseded data were derived.
 LD0653
 LD0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE148996(NAD 83)
 LD0653_MARKER: DB = BENCH MARK DISK
 LD0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0653_STAMPING: Z 121 1935
 LD0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0653+STABILITY: SURFACE MOTION
 LD0653
 LD0653  HISTORY     - Date     Condition        Report By
 LD0653  HISTORY     - 1935     MONUMENTED       CGS
 LD0653  HISTORY     - 1954     MARK NOT FOUND   NGS
 LD0653  HISTORY     - 1982     MARK NOT FOUND   NGS
 LD0653  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 LD0653
 LD0653                          STATION DESCRIPTION
 LD0653
 LD0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LD0653'1.2 MI W FROM WARREN.
 LD0653'1.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0653'FROM THE STATION AT WARREN, LEE COUNTY, AT POLE 37+10, AT A ROAD
 LD0653'CROSSING, 26 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 23
 LD0653'FEET WEST OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTH OF A POLE
 LD0653'AND THE RIGHT-OF-WAY FENCE CORNER, 6 FEET WEST OF A POLE, AND
 LD0653'2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Z
 LD0653'121 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LD0653
 LD0653                          STATION RECOVERY (1982)
 LD0653
 LD0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LD0653'MARK NOT FOUND.
 LD0653
 LD0653                          STATION RECOVERY (2000)
 LD0653
 LD0653'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LD0653'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0624 ***********************************************************************
 LD0624  DESIGNATION -  Z 122
 LD0624  PID         -  LD0624
 LD0624  STATE/COUNTY-  IA/HENRY
 LD0624  USGS QUAD   -  MOUNT PLEASANT (1981)
 LD0624
 LD0624                         *CURRENT SURVEY CONTROL
 LD0624  ___________________________________________________________________
 LD0624* NAD 83(1986)-  40 52 45.     (N)    091 33 37.     (W)     SCALED    
 LD0624* NAVD 88     -       214.043  (meters)     702.24   (feet)  ADJUSTED  
 LD0624  ___________________________________________________________________
 LD0624  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LD0624  DYNAMIC HT  -         213.944 (meters)     701.91  (feet)  COMP
 LD0624  MODELED GRAV-     980,157.6   (mgal)                       NAVD 88
 LD0624
 LD0624  VERT ORDER  -  SECOND    CLASS 0
 LD0624
 LD0624.The horizontal coordinates were scaled from a topographic map and have
 LD0624.an estimated accuracy of +/- 6 seconds.
 LD0624
 LD0624.The orthometric height was determined by differential leveling
 LD0624.and adjusted by the National Geodetic Survey in June 1991..
 LD0624
 LD0624.The geoid height was determined by GEOID03.
 LD0624
 LD0624.The dynamic height is computed by dividing the NAVD 88
 LD0624.geopotential number by the normal gravity value computed on the
 LD0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0624.degrees latitude (g = 980.6199 gals.).
 LD0624
 LD0624.The modeled gravity was interpolated from observed gravity values.
 LD0624
 LD0624;                    North         East    Units  Estimated Accuracy
 LD0624;SPC IA S     -    99,450.      663,480.      MT  (+/- 180 meters Scaled)
 LD0624
 LD0624                          SUPERSEDED SURVEY CONTROL
 LD0624
 LD0624  NGVD 29 (??/??/92)  214.083  (m)          702.37   (f) ADJ UNCH    2 0
 LD0624
 LD0624.Superseded values are not recommended for survey control.
 LD0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0624.See file dsdata.txt to determine how the superseded data were derived.
 LD0624
 LD0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF213263(NAD 83)
 LD0624_MARKER: DB = BENCH MARK DISK
 LD0624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0624_SP_SET: CULVERT
 LD0624_STAMPING: Z 122 1935
 LD0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0624
 LD0624  HISTORY     - Date     Condition        Report By
 LD0624  HISTORY     - 1935     MONUMENTED       CGS
 LD0624  HISTORY     - 1941     GOOD             NGS
 LD0624  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 LD0624
 LD0624                          STATION DESCRIPTION
 LD0624
 LD0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LD0624'6 MI S FROM MT PLEASANT.
 LD0624'6.0 MILES SOUTH ALONG U.S. HIGHWAY 218 FROM THE CITY SQUARE
 LD0624'AT MT. PLEASANT, HENRY COUNTY, AT A CROSSROADS, 23 FEET EAST
 LD0624'OF THE CENTERLINE OF THE HIGHWAY, 20 FEET NORTH OF THE CENTERLINE
 LD0624'OF THE ROAD, AT A CONCRETE CULVERT, IN THE TOP OF THE EAST
 LD0624'HEADWALL, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 LD0624'Z 122 1935.
 LD0624
 LD0624                          STATION RECOVERY (2000)
 LD0624
 LD0624'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LD0624'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0095 ***********************************************************************
 MH0095  DESIGNATION -  Z 123
 MH0095  PID         -  MH0095
 MH0095  STATE/COUNTY-  IA/WAPELLO
 MH0095  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0095
 MH0095                         *CURRENT SURVEY CONTROL
 MH0095  ___________________________________________________________________
 MH0095* NAD 83(1986)-  41 00 19.     (N)    092 22 34.     (W)     SCALED    
 MH0095* NAVD 88     -       207.310  (meters)     680.15   (feet)  ADJUSTED  
 MH0095  ___________________________________________________________________
 MH0095  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 MH0095  DYNAMIC HT  -         207.217 (meters)     679.84  (feet)  COMP
 MH0095  MODELED GRAV-     980,167.0   (mgal)                       NAVD 88
 MH0095
 MH0095  VERT ORDER  -  SECOND    CLASS 0
 MH0095
 MH0095.The horizontal coordinates were scaled from a topographic map and have
 MH0095.an estimated accuracy of +/- 6 seconds.
 MH0095
 MH0095.The orthometric height was determined by differential leveling
 MH0095.and adjusted by the National Geodetic Survey in June 1991..
 MH0095
 MH0095.The geoid height was determined by GEOID03.
 MH0095
 MH0095.The dynamic height is computed by dividing the NAVD 88
 MH0095.geopotential number by the normal gravity value computed on the
 MH0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0095.degrees latitude (g = 980.6199 gals.).
 MH0095
 MH0095.The modeled gravity was interpolated from observed gravity values.
 MH0095
 MH0095;                    North         East    Units  Estimated Accuracy
 MH0095;SPC IA S     -   112,250.      594,540.      MT  (+/- 180 meters Scaled)
 MH0095
 MH0095                          SUPERSEDED SURVEY CONTROL
 MH0095
 MH0095  NGVD 29 (??/??/92)  207.302  (m)          680.12   (f) ADJ UNCH    2 0
 MH0095
 MH0095.Superseded values are not recommended for survey control.
 MH0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0095.See file dsdata.txt to determine how the superseded data were derived.
 MH0095
 MH0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF524395(NAD 83)
 MH0095_MARKER: DB = BENCH MARK DISK
 MH0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0095_SP_SET: OVERPASS
 MH0095_STAMPING: Z 123 1935
 MH0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0095
 MH0095  HISTORY     - Date     Condition        Report By
 MH0095  HISTORY     - 1935     MONUMENTED       CGS
 MH0095
 MH0095                          STATION DESCRIPTION
 MH0095
 MH0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MH0095'2.1 MI E FROM OTTUMWA.
 MH0095'2.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MH0095'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 MH0095'STATION AT OTTUMWA, WAPELLO COUNTY, AT OVERPASS 277.45, IN THE
 MH0095'TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT, 5 FEET NORTH
 MH0095'OF THE CENTER LINE OF THE NORTH TRACK, AND LEVEL WITH THE
 MH0095'TRACK.  A STANDARD DISK, STAMPED Z 123 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0598 ***********************************************************************
 LD0598  DESIGNATION -  Z 124
 LD0598  PID         -  LD0598
 LD0598  STATE/COUNTY-  IA/HENRY
 LD0598  USGS QUAD   -  LOCKRIDGE EAST (1980)
 LD0598
 LD0598                         *CURRENT SURVEY CONTROL
 LD0598  ___________________________________________________________________
 LD0598* NAD 83(1986)-  40 59 01.     (N)    091 39 05.     (W)     SCALED    
 LD0598* NAVD 88     -       194.885  (meters)     639.39   (feet)  ADJUSTED  
 LD0598  ___________________________________________________________________
 LD0598  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0598  DYNAMIC HT  -         194.797 (meters)     639.10  (feet)  COMP
 LD0598  MODELED GRAV-     980,171.5   (mgal)                       NAVD 88
 LD0598
 LD0598  VERT ORDER  -  SECOND    CLASS 0
 LD0598
 LD0598.The horizontal coordinates were scaled from a topographic map and have
 LD0598.an estimated accuracy of +/- 6 seconds.
 LD0598
 LD0598.The orthometric height was determined by differential leveling
 LD0598.and adjusted by the National Geodetic Survey in June 1991..
 LD0598
 LD0598.The geoid height was determined by GEOID03.
 LD0598
 LD0598.The dynamic height is computed by dividing the NAVD 88
 LD0598.geopotential number by the normal gravity value computed on the
 LD0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0598.degrees latitude (g = 980.6199 gals.).
 LD0598
 LD0598.The modeled gravity was interpolated from observed gravity values.
 LD0598
 LD0598;                    North         East    Units  Estimated Accuracy
 LD0598;SPC IA S     -   110,880.      655,550.      MT  (+/- 180 meters Scaled)
 LD0598
 LD0598                          SUPERSEDED SURVEY CONTROL
 LD0598
 LD0598  NGVD 29 (??/??/92)  194.931  (m)          639.54   (f) ADJ UNCH    2 0
 LD0598
 LD0598.Superseded values are not recommended for survey control.
 LD0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0598.See file dsdata.txt to determine how the superseded data were derived.
 LD0598
 LD0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF134378(NAD 83)
 LD0598_MARKER: DB = BENCH MARK DISK
 LD0598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0598_SP_SET: BRIDGE
 LD0598_STAMPING: Z-124 1935
 LD0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0598
 LD0598  HISTORY     - Date     Condition        Report By
 LD0598  HISTORY     - 1935     MONUMENTED       CGS
 LD0598
 LD0598                          STATION DESCRIPTION
 LD0598
 LD0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0598'1.6 MI E FROM ROME.
 LD0598'ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT OVERPASS
 LD0598'238.73, AT ROAD CROSSING.  SET ON THE TOP STEP AT THE NORTH END
 LD0598'OF THE WEST ABUTMENT, 6 FEET NORTH OF THE CENTER LINE OF THE NORTH
 LD0598'TRACKS AND ABOUT 1 FOOT BELOW RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0599 ***********************************************************************
 LD0599  DESIGNATION -  Z 124 RESET
 LD0599  PID         -  LD0599
 LD0599  STATE/COUNTY-  IA/HENRY
 LD0599  USGS QUAD   -  LOCKRIDGE EAST (1980)
 LD0599
 LD0599                         *CURRENT SURVEY CONTROL
 LD0599  ___________________________________________________________________
 LD0599* NAD 83(1986)-  40 59 01.     (N)    091 39 05.     (W)     SCALED    
 LD0599* NAVD 88     -       195.30   (meters)     640.7    (feet)  RESET     
 LD0599  ___________________________________________________________________
 LD0599  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0599
 LD0599  VERT ORDER  -  THIRD
 LD0599
 LD0599.The horizontal coordinates were scaled from a topographic map and have
 LD0599.an estimated accuracy of +/- 6 seconds.
 LD0599
 LD0599.The orthometric height was computed from unverified reset data.
 LD0599.No vertical observational check was made to the station.
 LD0599
 LD0599.The geoid height was determined by GEOID03.
 LD0599
 LD0599;                    North         East    Units  Estimated Accuracy
 LD0599;SPC IA S     -   110,880.      655,550.      MT  (+/- 180 meters Scaled)
 LD0599
 LD0599                          SUPERSEDED SURVEY CONTROL
 LD0599
 LD0599  NGVD 29 (??/??/??)  195.35   (m)          640.9    (f) RESET       3  
 LD0599
 LD0599.Superseded values are not recommended for survey control.
 LD0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0599.See file dsdata.txt to determine how the superseded data were derived.
 LD0599
 LD0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF134378(NAD 83)
 LD0599_MARKER: DB = BENCH MARK DISK
 LD0599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0599_SP_SET: BRIDGE
 LD0599_STAMPING: Z 124 1935 RESET 1955
 LD0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LD0599+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 LD0599
 LD0599  HISTORY     - Date     Condition        Report By
 LD0599  HISTORY     - 1955     MONUMENTED       CBQRR
 LD0599  HISTORY     - 20040507 GOOD             AERSVC
 LD0599
 LD0599                          STATION DESCRIPTION
 LD0599
 LD0599'DESCRIBED BY BURLINGTON RAILROAD 1955
 LD0599'1.6 MI E FROM ROME.
 LD0599'1.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0599'FROM THE STATION AT ROME, HENRY COUNTY, AT BRIDGE 238.73, IN THE
 LD0599'NORTH END OF THE WEST CONCRETE ABUTMENT, IN THE TOP STEP 6 FEET
 LD0599'NORTH OF THE CENTERLINE OF THE NORTH TRACK, AND 1 FOOT LOWER THAN
 LD0599'THE TRACK.  A STANDARD DISK, STAMPED Z 124 1935 RESET 1955.
 LD0599
 LD0599                          STATION RECOVERY (2004)
 LD0599
 LD0599'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2004 (BRS)
 LD0599'MARK IS LOCATED APPROX. 0.25 MI SOUTH OF OLD HIGHWAY 34 ALONG DAKOTA
 LD0599'AVE IN HENRY CO., IA.  ALSO, LOCATED IN SECTION 3, TOWNSHIP 71-N,
 LD0599'RANGE 7-W.  RECOVERED IN GOOD CONDITION. - BRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0530 ***********************************************************************
 LD0530  DESIGNATION -  Z 125
 LD0530  PID         -  LD0530
 LD0530  STATE/COUNTY-  IA/DES MOINES
 LD0530  USGS QUAD   -  BURLINGTON (1979)
 LD0530
 LD0530                         *CURRENT SURVEY CONTROL
 LD0530  ___________________________________________________________________
 LD0530* NAD 83(1986)-  40 47 05.     (N)    091 07 00.     (W)     SCALED    
 LD0530* NAVD 88     -       212.927  (meters)     698.58   (feet)  ADJUSTED  
 LD0530  ___________________________________________________________________
 LD0530  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LD0530  DYNAMIC HT  -         212.827 (meters)     698.25  (feet)  COMP
 LD0530  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 LD0530
 LD0530  VERT ORDER  -  SECOND    CLASS 0
 LD0530
 LD0530.The horizontal coordinates were scaled from a topographic map and have
 LD0530.an estimated accuracy of +/- 6 seconds.
 LD0530
 LD0530.The orthometric height was determined by differential leveling
 LD0530.and adjusted by the National Geodetic Survey in June 1991..
 LD0530
 LD0530.The geoid height was determined by GEOID03.
 LD0530
 LD0530.The dynamic height is computed by dividing the NAVD 88
 LD0530.geopotential number by the normal gravity value computed on the
 LD0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0530.degrees latitude (g = 980.6199 gals.).
 LD0530
 LD0530.The modeled gravity was interpolated from observed gravity values.
 LD0530
 LD0530;                    North         East    Units  Estimated Accuracy
 LD0530;SPC IA S     -    89,900.      701,140.      MT  (+/- 180 meters Scaled)
 LD0530
 LD0530                          SUPERSEDED SURVEY CONTROL
 LD0530
 LD0530  NGVD 29 (??/??/92)  212.986  (m)          698.77   (f) ADJ UNCH    2 0
 LD0530
 LD0530.Superseded values are not recommended for survey control.
 LD0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0530.See file dsdata.txt to determine how the superseded data were derived.
 LD0530
 LD0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF589165(NAD 83)
 LD0530_MARKER: DD = SURVEY DISK
 LD0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0530_STAMPING: Z 125 1935
 LD0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0530+STABILITY: SURFACE MOTION
 LD0530
 LD0530  HISTORY     - Date     Condition        Report By
 LD0530  HISTORY     - 1935     MONUMENTED       IAGS
 LD0530  HISTORY     - 1970     GOOD             NGS
 LD0530  HISTORY     - 1978     POOR             LOCENG
 LD0530
 LD0530                          STATION DESCRIPTION
 LD0530
 LD0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LD0530'AT BURLINGTON.
 LD0530'ON SUMMER STREET (OLD U.S. HIGHWAY 61) NEAR THE NORTHEAST CORNER
 LD0530'OF BURLINGTON MUNICIPAL AIRPORT ABOUT 400 FEET EAST-SOUTHEAST
 LD0530'OF THE LARGEST HANGAR AT THE AIRPORT, 27 FEET EAST OF THE CENTER
 LD0530'LINE OF SUMMER STREET, 13 FEET SOUTH OF THE CENTER LINE OF A
 LD0530'DRIVEWAY, 4.0 FEET NORTHEAST OF A POLE AND 53.0 FEET SOUTH OF THE
 LD0530'SOUTHWEST CORNER OF SMALL BUILDING OCCUPIED BY BENNETT REALITY CO.
 LD0530'A STATE SURVEY STANDARD DISK, STAMPED Z 125 1935 AND SET IN THE
 LD0530'TOP OF A CONCRETE POST.
 LD0530
 LD0530                          STATION RECOVERY (1978)
 LD0530
 LD0530'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 LD0530'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0064 ***********************************************************************
 MK0064  DESIGNATION -  Z 128
 MK0064  PID         -  MK0064
 MK0064  STATE/COUNTY-  IA/MONONA
 MK0064  USGS QUAD   -  BLENCOE (1970)
 MK0064
 MK0064                         *CURRENT SURVEY CONTROL
 MK0064  ___________________________________________________________________
 MK0064* NAD 83(1986)-  41 55 03.     (N)    096 04 50.     (W)     SCALED    
 MK0064* NAVD 88     -       316.048  (meters)    1036.90   (feet)  ADJUSTED  
 MK0064  ___________________________________________________________________
 MK0064  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MK0064  DYNAMIC HT  -         315.929 (meters)    1036.51  (feet)  COMP
 MK0064  MODELED GRAV-     980,237.1   (mgal)                       NAVD 88
 MK0064
 MK0064  VERT ORDER  -  FIRST     CLASS II
 MK0064
 MK0064.The horizontal coordinates were scaled from a topographic map and have
 MK0064.an estimated accuracy of +/- 6 seconds.
 MK0064
 MK0064.The orthometric height was determined by differential leveling
 MK0064.and adjusted by the National Geodetic Survey in June 1991..
 MK0064.WARNING-Repeat measurements at this control monument indicate possible
 MK0064.vertical movement.
 MK0064
 MK0064.The geoid height was determined by GEOID03.
 MK0064
 MK0064.The dynamic height is computed by dividing the NAVD 88
 MK0064.geopotential number by the normal gravity value computed on the
 MK0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0064.degrees latitude (g = 980.6199 gals.).
 MK0064
 MK0064.The modeled gravity was interpolated from observed gravity values.
 MK0064
 MK0064;                    North         East    Units  Estimated Accuracy
 MK0064;SPC IA N     - 1,049,640.    1,285,950.      MT  (+/- 180 meters Scaled)
 MK0064
 MK0064                          SUPERSEDED SURVEY CONTROL
 MK0064
 MK0064  NGVD 29 (??/??/92)  315.928  (m)         1036.51   (f) ADJ UNCH    1 2
 MK0064
 MK0064.Superseded values are not recommended for survey control.
 MK0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0064.See file dsdata.txt to determine how the superseded data were derived.
 MK0064
 MK0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM421447(NAD 83)
 MK0064_MARKER: DB = BENCH MARK DISK
 MK0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0064_SP_SET: CONCRETE POST
 MK0064_STAMPING: Z 128 1948
 MK0064_MARK LOGO: CGS   
 MK0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0064+STABILITY: SURFACE MOTION
 MK0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0064+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1989
 MK0064
 MK0064  HISTORY     - Date     Condition        Report By
 MK0064  HISTORY     - 1948     MONUMENTED       CGS
 MK0064  HISTORY     - 1949     GOOD             NGS
 MK0064  HISTORY     - 1982     GOOD             LOCENG
 MK0064  HISTORY     - 19890830 GOOD             NGS
 MK0064
 MK0064                          STATION DESCRIPTION
 MK0064
 MK0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0064'0.8 MI S FROM BLENCOE.
 MK0064'0.85 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0064'FROM THE STATION AT BLENCOE, 0.35 MILE SOUTH OF A ROAD CROSSING,
 MK0064'248 YARDS (PACED) NORTH OF A FARMHOUSE, 45.0 FEET WEST OF THE
 MK0064'CENTER LINE OF A GRAVELED ROAD, 37.1 FEET EAST OF THE EAST RAIL
 MK0064'OF THE TRACK, 3.4 FEET SOUTH OF THE 12TH POLE NORTH OF MILEPOST
 MK0064'31 AND IN LINE WITH THE ROW OF POLES, 3.1 FEET NORTH OF A
 MK0064'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MK0064'0.5 FOOT ABOVE THE GROUND.
 MK0064
 MK0064                          STATION RECOVERY (1949)
 MK0064
 MK0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 MK0064'RECOVERED IN GOOD CONDITION.
 MK0064
 MK0064                          STATION RECOVERY (1982)
 MK0064
 MK0064'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 MK0064'RECOVERED IN GOOD CONDITION.
 MK0064
 MK0064                          STATION RECOVERY (1989)
 MK0064
 MK0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0064'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. DELETE--248
 MK0064'YARDS (PACED) NORTH OF A FARMHOUSE.  CHANGE--THE STATION, TO MAIN
 MK0064'STREET, AND 3.1 FEET NORTH, TO 0.5 M (1.6 FT) EAST.  ADD--1.8 M
 MK0064'(5.9 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK0037 ***********************************************************************
 MK0037  DESIGNATION -  Z 129
 MK0037  PID         -  MK0037
 MK0037  STATE/COUNTY-  IA/HARRISON
 MK0037  USGS QUAD   -  LITTLE SIOUX (1970)
 MK0037
 MK0037                         *CURRENT SURVEY CONTROL
 MK0037  ___________________________________________________________________
 MK0037* NAD 83(1986)-  41 45 08.     (N)    096 01 56.     (W)     SCALED    
 MK0037* NAVD 88     -       314.994  (meters)    1033.44   (feet)  ADJUSTED  
 MK0037  ___________________________________________________________________
 MK0037  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 MK0037  DYNAMIC HT  -         314.864 (meters)    1033.02  (feet)  COMP
 MK0037  MODELED GRAV-     980,201.7   (mgal)                       NAVD 88
 MK0037
 MK0037  VERT ORDER  -  FIRST     CLASS II
 MK0037
 MK0037.The horizontal coordinates were scaled from a topographic map and have
 MK0037.an estimated accuracy of +/- 6 seconds.
 MK0037
 MK0037.The orthometric height was determined by differential leveling
 MK0037.and adjusted by the National Geodetic Survey in June 1991..
 MK0037.WARNING-Repeat measurements at this control monument indicate possible
 MK0037.vertical movement.
 MK0037
 MK0037.The geoid height was determined by GEOID03.
 MK0037
 MK0037.The dynamic height is computed by dividing the NAVD 88
 MK0037.geopotential number by the normal gravity value computed on the
 MK0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0037.degrees latitude (g = 980.6199 gals.).
 MK0037
 MK0037.The modeled gravity was interpolated from observed gravity values.
 MK0037
 MK0037;                    North         East    Units  Estimated Accuracy
 MK0037;SPC IA S     -   197,650.      289,420.      MT  (+/- 180 meters Scaled)
 MK0037
 MK0037                          SUPERSEDED SURVEY CONTROL
 MK0037
 MK0037  NGVD 29 (??/??/92)  314.854  (m)         1032.98   (f) ADJ UNCH    1 2
 MK0037
 MK0037.Superseded values are not recommended for survey control.
 MK0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0037.See file dsdata.txt to determine how the superseded data were derived.
 MK0037
 MK0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM467265(NAD 83)
 MK0037_MARKER: DB = BENCH MARK DISK
 MK0037_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK0037_SP_SET: ABUTMENT
 MK0037_STAMPING: Z 129 1948
 MK0037_MARK LOGO: CGS   
 MK0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0037+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1989
 MK0037
 MK0037  HISTORY     - Date     Condition        Report By
 MK0037  HISTORY     - 1948     MONUMENTED       CGS
 MK0037  HISTORY     - 1974     GOOD             LOCSUR
 MK0037  HISTORY     - 19890824 GOOD             NGS
 MK0037
 MK0037                          STATION DESCRIPTION
 MK0037
 MK0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0037'2.9 MI N FROM MONDAMIN.
 MK0037'2.9 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0037'FROM THE STATION AT MONDAMIN, 3.7 MILES SOUTH ALONG THE CHICAGO
 MK0037'AND NORTH WESTERN RAILROAD FROM THE STATION AT RIVER SIOUX, SET
 MK0037'IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF RAILROAD
 MK0037'BRIDGE 520 OVER THE SOLDIER RIVER, 66.0 FEET EAST OF THE CENTER
 MK0037'LINE OF U.S. HIGHWAY 75 (MEASURED FROM THE CENTER OF THE NORTH
 MK0037'END OF A HIGHWAY BRIDGE), 8.0 FEET WEST OF AND 5.0 FEET LOWER
 MK0037'THAN THE WEST RAIL, 1.6 FEET EAST OF THE WEST END OF THE NORTH
 MK0037'ABUTMENT.
 MK0037
 MK0037                          STATION RECOVERY (1974)
 MK0037
 MK0037'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0037'RECOVERED IN GOOD CONDITION.
 MK0037
 MK0037                          STATION RECOVERY (1989)
 MK0037
 MK0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0037'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.7 KM
 MK0037'(2.90 MI) NORTHERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM
 MK0037'ITS JUNCTION WITH STATE HIGHWAY 127 IN MONDAMIN.  CHANGE--U.S. HIGHWAY
 MK0037'75, TO A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0273 ***********************************************************************
 NL0273  DESIGNATION -  Z 13
 NL0273  PID         -  NL0273
 NL0273  STATE/COUNTY-  IA/SAC
 NL0273  USGS QUAD   -  SCHALLER SOUTH (1980)
 NL0273
 NL0273                         *CURRENT SURVEY CONTROL
 NL0273  ___________________________________________________________________
 NL0273* NAD 83(1986)-  42 29 59.     (N)    095 22 04.     (W)     SCALED    
 NL0273* NAVD 88     -       401.965  (meters)    1318.78   (feet)  ADJUSTED  
 NL0273  ___________________________________________________________________
 NL0273  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 NL0273  DYNAMIC HT  -         401.823 (meters)    1318.31  (feet)  COMP
 NL0273  MODELED GRAV-     980,258.1   (mgal)                       NAVD 88
 NL0273
 NL0273  VERT ORDER  -  FIRST     CLASS II
 NL0273
 NL0273.The horizontal coordinates were scaled from a topographic map and have
 NL0273.an estimated accuracy of +/- 6 seconds.
 NL0273
 NL0273.The orthometric height was determined by differential leveling
 NL0273.and adjusted by the National Geodetic Survey in June 1991..
 NL0273
 NL0273.The geoid height was determined by GEOID03.
 NL0273
 NL0273.The dynamic height is computed by dividing the NAVD 88
 NL0273.geopotential number by the normal gravity value computed on the
 NL0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0273.degrees latitude (g = 980.6199 gals.).
 NL0273
 NL0273.The modeled gravity was interpolated from observed gravity values.
 NL0273
 NL0273;                    North         East    Units  Estimated Accuracy
 NL0273;SPC IA N     - 1,112,740.    1,346,490.      MT  (+/- 180 meters Scaled)
 NL0273
 NL0273                          SUPERSEDED SURVEY CONTROL
 NL0273
 NL0273  NGVD 29 (??/??/92)  401.847  (m)         1318.39   (f) ADJ UNCH    1 2
 NL0273
 NL0273.Superseded values are not recommended for survey control.
 NL0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0273.See file dsdata.txt to determine how the superseded data were derived.
 NL0273
 NL0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH054079(NAD 83)
 NL0273_MARKER: DB = BENCH MARK DISK
 NL0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0273_SP_SET: UNDERPASS
 NL0273_STAMPING: 1318.393 Z 13 1933
 NL0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0273
 NL0273  HISTORY     - Date     Condition        Report By
 NL0273  HISTORY     - 1933     MONUMENTED       CGS
 NL0273  HISTORY     - 1934     GOOD             NGS
 NL0273  HISTORY     - 20000515 MARK NOT FOUND   AERSVC
 NL0273
 NL0273                          STATION DESCRIPTION
 NL0273
 NL0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NL0273'4.2 MI W FROM SCHALLER.
 NL0273'4-1/4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0273'FROM SCHALLER, AT THE EAST SIDE OF SEC. 30, T. 89 N., R. 38
 NL0273'W., ABOUT 1/4 MILE EAST OF MILEPOST 34, 40 YARDS WEST OF THE
 NL0273'CENTERLINE OF THE ROAD ALONG THE EAST SIDE OF SECTION 30, 40
 NL0273'FEET NORTHEAST OF A FENCE CORNER, AT 6- BY 6-FOOT CONCRETE
 NL0273'UNDERPASS 1498, IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTH
 NL0273'HEADWALL, AND 10.8 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD
 NL0273'DISK, STAMPED 1318.393 Z 13 1933.
 NL0273
 NL0273                          STATION RECOVERY (2000)
 NL0273
 NL0273'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 NL0273'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0833 ***********************************************************************
 MJ0833  DESIGNATION -  Z 130
 MJ0833  PID         -  MJ0833
 MJ0833  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0833  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0833
 MJ0833                         *CURRENT SURVEY CONTROL
 MJ0833  ___________________________________________________________________
 MJ0833* NAD 83(1986)-  41 09 37.     (N)    095 49 22.     (W)     SCALED    
 MJ0833* NAVD 88     -       295.849  (meters)     970.63   (feet)  ADJUSTED  
 MJ0833  ___________________________________________________________________
 MJ0833  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 MJ0833  DYNAMIC HT  -         295.731 (meters)     970.24  (feet)  COMP
 MJ0833  MODELED GRAV-     980,213.9   (mgal)                       NAVD 88
 MJ0833
 MJ0833  VERT ORDER  -  SECOND    CLASS 0
 MJ0833
 MJ0833.The horizontal coordinates were scaled from a topographic map and have
 MJ0833.an estimated accuracy of +/- 6 seconds.
 MJ0833
 MJ0833.The orthometric height was determined by differential leveling
 MJ0833.and adjusted by the National Geodetic Survey in June 1991..
 MJ0833
 MJ0833.The geoid height was determined by GEOID03.
 MJ0833
 MJ0833.The dynamic height is computed by dividing the NAVD 88
 MJ0833.geopotential number by the normal gravity value computed on the
 MJ0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0833.degrees latitude (g = 980.6199 gals.).
 MJ0833
 MJ0833.The modeled gravity was interpolated from observed gravity values.
 MJ0833
 MJ0833;                    North         East    Units  Estimated Accuracy
 MJ0833;SPC IA S     -   131,450.      305,080.      MT  (+/- 180 meters Scaled)
 MJ0833
 MJ0833                          SUPERSEDED SURVEY CONTROL
 MJ0833
 MJ0833  NGVD 29 (??/??/92)  295.756  (m)          970.33   (f) ADJ UNCH    2 0
 MJ0833
 MJ0833.Superseded values are not recommended for survey control.
 MJ0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0833.See file dsdata.txt to determine how the superseded data were derived.
 MJ0833
 MJ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF631603(NAD 83)
 MJ0833_MARKER: DB = BENCH MARK DISK
 MJ0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0833_STAMPING: Z 130 1948
 MJ0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0833+STABILITY: SURFACE MOTION
 MJ0833
 MJ0833  HISTORY     - Date     Condition        Report By
 MJ0833  HISTORY     - 1948     MONUMENTED       CGS
 MJ0833
 MJ0833                          STATION DESCRIPTION
 MJ0833
 MJ0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0833'7.5 MI SW FROM COUNCIL BLUFFS.
 MJ0833'6.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0833'FROM THE STATION AT COUNCIL BLUFFS, THENCE 0.6 MILE WEST ALONG
 MJ0833'A GRAVEL ROAD WHICH FOLLOWS ALONG THE SOUTH END OF CARR LAKE,
 MJ0833'THENCE 0.9 MILE SOUTH ALONG A GRAVEL ROAD, IN THE NORTHWEST
 MJ0833'ANGLE OF THE JUNCTION OF THE NORTH-SOUTH GRAVEL ROAD AND A
 MJ0833'DIRT ROAD LEADING WEST, (COUNTY LINE ROAD), IN LINE WITH THE
 MJ0833'TELEPHONE LINE POLES LEADING WEST, 53.6 FEET WEST OF THE CENTER
 MJ0833'LINE OF THE GRAVEL ROAD, 30.5 FEET WEST NORTHWEST OF THE NORTH
 MJ0833'END OF A 18-INCH IRON PIPE CULVERT UNDER THE EAST-WEST DIRT
 MJ0833'ROAD, 30.0 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD
 MJ0833'LEADING WEST, 1.4 FEET EAST OF A 4 X 4 REFERENCE POST, 1.0 FOOT
 MJ0833'SOUTH OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0833'PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0874 ***********************************************************************
 MJ0874  DESIGNATION -  Z 131
 MJ0874  PID         -  MJ0874
 MJ0874  STATE/COUNTY-  IA/MILLS
 MJ0874  USGS QUAD   -  PACIFIC JUNCTION (1993)
 MJ0874
 MJ0874                         *CURRENT SURVEY CONTROL
 MJ0874  ___________________________________________________________________
 MJ0874* NAD 83(1986)-  41 00 58.     (N)    095 51 22.     (W)     SCALED    
 MJ0874* NAVD 88     -       291.561  (meters)     956.56   (feet)  ADJUSTED  
 MJ0874  ___________________________________________________________________
 MJ0874  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 MJ0874  DYNAMIC HT  -         291.439 (meters)     956.16  (feet)  COMP
 MJ0874  MODELED GRAV-     980,197.1   (mgal)                       NAVD 88
 MJ0874
 MJ0874  VERT ORDER  -  SECOND    CLASS 0
 MJ0874
 MJ0874.The horizontal coordinates were scaled from a topographic map and have
 MJ0874.an estimated accuracy of +/- 6 seconds.
 MJ0874
 MJ0874.The orthometric height was determined by differential leveling
 MJ0874.and adjusted by the National Geodetic Survey in June 1991..
 MJ0874
 MJ0874.The geoid height was determined by GEOID03.
 MJ0874
 MJ0874.The dynamic height is computed by dividing the NAVD 88
 MJ0874.geopotential number by the normal gravity value computed on the
 MJ0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0874.degrees latitude (g = 980.6199 gals.).
 MJ0874
 MJ0874.The modeled gravity was interpolated from observed gravity values.
 MJ0874
 MJ0874;                    North         East    Units  Estimated Accuracy
 MJ0874;SPC IA S     -   115,520.      301,850.      MT  (+/- 180 meters Scaled)
 MJ0874
 MJ0874                          SUPERSEDED SURVEY CONTROL
 MJ0874
 MJ0874  NGVD 29 (??/??/92)  291.466  (m)          956.25   (f) ADJ UNCH    2 0
 MJ0874
 MJ0874.Superseded values are not recommended for survey control.
 MJ0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0874.See file dsdata.txt to determine how the superseded data were derived.
 MJ0874
 MJ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF598444(NAD 83)
 MJ0874_MARKER: DB = BENCH MARK DISK
 MJ0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0874_STAMPING: Z 131 1948
 MJ0874_MARK LOGO: CGS   
 MJ0874_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0874+STABILITY: SURFACE MOTION
 MJ0874
 MJ0874  HISTORY     - Date     Condition        Report By
 MJ0874  HISTORY     - 1948     MONUMENTED       CGS
 MJ0874  HISTORY     - 19960304 MARK NOT FOUND   LOCENG
 MJ0874
 MJ0874                          STATION DESCRIPTION
 MJ0874
 MJ0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0874'3 MI SW FROM PACIFIC JUNCTION.
 MJ0874'1 BLOCK WEST AND 1 1/2 BLOCKS NORTH FROM THE PACIFIC JUNCTION
 MJ0874'SCHOOL AT PACIFIC JUNCTION, THENCE 1.0 MILE WEST ALONG A DIRT
 MJ0874'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 1.75
 MJ0874'MILES WEST ALONG A DIRT ROAD, AT A POINT WHERE THE ROAD MAKES A
 MJ0874'RIGHT ANGLE TURN TO THE SOUTH, ABOUT 0.8 MILE NORTH OF THE
 MJ0874'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS, 167.0 FEET
 MJ0874'EAST OF THE SOUTHEAST CORNER OF A TWO-ROOM FARM DWELLING, 26.0
 MJ0874'FEET WEST OF THE EXTENSION TO THE NORTH OF THE CENTER LINE OF THE
 MJ0874'ROAD LEADING SOUTH, 23.0 FEET NORTH OF THE EXTENSION TO THE WEST
 MJ0874'OF THE CENTER LINE OF THE ROAD LEADING EAST, 8.0 FEET NORTH OF
 MJ0874'THE CENTER LINE OF THE DRIVE LEADING WEST TO THE FARM DWELLING,
 MJ0874'2.0 FEET WEST OF A 4X4 REFERENCE POST, 1.0 FOOT SOUTH OF A FENCE
 MJ0874'LINE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 MJ0874'ABOVE THE GROUND.
 MJ0874
 MJ0874                          STATION RECOVERY (1996)
 MJ0874
 MJ0874'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996
 MJ0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0594 ***********************************************************************
 MJ0594  DESIGNATION -  Z 132
 MJ0594  PID         -  MJ0594
 MJ0594  STATE/COUNTY-  IA/MILLS
 MJ0594  USGS QUAD   -  COUNCIL BLUFFS SOUTH (1994)
 MJ0594
 MJ0594                         *CURRENT SURVEY CONTROL
 MJ0594  ___________________________________________________________________
 MJ0594* NAD 83(1986)-  41 08 58.     (N)    095 48 54.     (W)     SCALED    
 MJ0594* NAVD 88     -       296.902  (meters)     974.09   (feet)  ADJUSTED  
 MJ0594  ___________________________________________________________________
 MJ0594  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 MJ0594  DYNAMIC HT  -         296.783 (meters)     973.70  (feet)  COMP
 MJ0594  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 MJ0594
 MJ0594  VERT ORDER  -  FIRST     CLASS II
 MJ0594
 MJ0594.The horizontal coordinates were scaled from a topographic map and have
 MJ0594.an estimated accuracy of +/- 6 seconds.
 MJ0594
 MJ0594.The orthometric height was determined by differential leveling
 MJ0594.and adjusted by the National Geodetic Survey in June 1991..
 MJ0594.WARNING-Repeat measurements at this control monument indicate possible
 MJ0594.vertical movement.
 MJ0594
 MJ0594.The geoid height was determined by GEOID03.
 MJ0594
 MJ0594.The dynamic height is computed by dividing the NAVD 88
 MJ0594.geopotential number by the normal gravity value computed on the
 MJ0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0594.degrees latitude (g = 980.6199 gals.).
 MJ0594
 MJ0594.The modeled gravity was interpolated from observed gravity values.
 MJ0594
 MJ0594;                    North         East    Units  Estimated Accuracy
 MJ0594;SPC IA S     -   130,230.      305,700.      MT  (+/- 180 meters Scaled)
 MJ0594
 MJ0594                          SUPERSEDED SURVEY CONTROL
 MJ0594
 MJ0594  NGVD 29 (??/??/92)  296.836  (m)          973.87   (f) ADJ UNCH    1 2
 MJ0594
 MJ0594.Superseded values are not recommended for survey control.
 MJ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0594.See file dsdata.txt to determine how the superseded data were derived.
 MJ0594
 MJ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF637591(NAD 83)
 MJ0594_MARKER: DB = BENCH MARK DISK
 MJ0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0594_SP_SET: CONCRETE POST
 MJ0594_STAMPING: Z 132 1948
 MJ0594_MARK LOGO: CGS   
 MJ0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0594+STABILITY: SURFACE MOTION
 MJ0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0594+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1989
 MJ0594
 MJ0594  HISTORY     - Date     Condition        Report By
 MJ0594  HISTORY     - 1948     MONUMENTED       CGS
 MJ0594  HISTORY     - 19890725 GOOD             NGS
 MJ0594
 MJ0594                          STATION DESCRIPTION
 MJ0594
 MJ0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0594'7.7 MI S FROM COUNCIL BLUFFS.
 MJ0594'7.7 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0594'FROM THE STATION AT COUNCIL BLUFFS, AT RAILROAD MILEAGE 484.5,
 MJ0594'SET IN THE NORTHEAST QUARTER OF THE CROSSING OF A PUBLIC ROAD
 MJ0594'AND THE RAILROAD, 47.5 FEET EAST OF THE EAST RAIL, 25.0 FEET
 MJ0594'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 23.1 FEET
 MJ0594'EAST OF THE RAILROAD CROSSING SIGN, 4.4 FEET NORTH OF A CONCRETE
 MJ0594'CORNER FENCE POST, 1.2 FEET SOUTH OF A 4 X 4 REFERENCE POST,
 MJ0594'0.8 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE, SET IN THE TOP
 MJ0594'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MJ0594
 MJ0594                          STATION RECOVERY (1989)
 MJ0594
 MJ0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0594'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.3 KM
 MJ0594'(7.00 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 MJ0594'JUNCTION OF 16TH AVENUE IN COUNCIL BLUFFS.  DELETE--23.1 FEET EAST OF
 MJ0594'A RAILROAD CROSSING SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1135 ***********************************************************************
 LF1135  DESIGNATION -  Z 133
 LF1135  PID         -  LF1135
 LF1135  STATE/COUNTY-  IA/FREMONT
 LF1135  USGS QUAD   -  ROCK BLUFF (1984)
 LF1135
 LF1135                         *CURRENT SURVEY CONTROL
 LF1135  ___________________________________________________________________
 LF1135* NAD 83(1986)-  40 52 31.     (N)    095 48 06.     (W)     SCALED    
 LF1135* NAVD 88     -       286.815  (meters)     940.99   (feet)  ADJUSTED  
 LF1135  ___________________________________________________________________
 LF1135  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 LF1135  DYNAMIC HT  -         286.684 (meters)     940.56  (feet)  COMP
 LF1135  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 LF1135
 LF1135  VERT ORDER  -  SECOND    CLASS 0
 LF1135
 LF1135.The horizontal coordinates were scaled from a topographic map and have
 LF1135.an estimated accuracy of +/- 6 seconds.
 LF1135
 LF1135.The orthometric height was determined by differential leveling
 LF1135.and adjusted by the National Geodetic Survey in June 1991..
 LF1135
 LF1135.The geoid height was determined by GEOID03.
 LF1135
 LF1135.The dynamic height is computed by dividing the NAVD 88
 LF1135.geopotential number by the normal gravity value computed on the
 LF1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1135.degrees latitude (g = 980.6199 gals.).
 LF1135
 LF1135.The modeled gravity was interpolated from observed gravity values.
 LF1135
 LF1135;                    North         East    Units  Estimated Accuracy
 LF1135;SPC IA S     -    99,770.      306,010.      MT  (+/- 180 meters Scaled)
 LF1135
 LF1135                          SUPERSEDED SURVEY CONTROL
 LF1135
 LF1135  NGVD 29 (??/??/92)  286.731  (m)          940.72   (f) ADJ UNCH    2 0
 LF1135
 LF1135.Superseded values are not recommended for survey control.
 LF1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1135.See file dsdata.txt to determine how the superseded data were derived.
 LF1135
 LF1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF639286(NAD 83)
 LF1135_MARKER: DB = BENCH MARK DISK
 LF1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1135_STAMPING: Z 133 1948
 LF1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1135+STABILITY: SURFACE MOTION
 LF1135
 LF1135  HISTORY     - Date     Condition        Report By
 LF1135  HISTORY     - 1948     MONUMENTED       CGS
 LF1135
 LF1135                          STATION DESCRIPTION
 LF1135
 LF1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1135'1.1 MI SW FROM BARTLETT.
 LF1135'0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1135'FROM THE STATION AT BARTLETT, THENCE 0.7 MILE WEST ALONG A DIRT
 LF1135'ROAD ON TOP OF THE SOUTH LEVEE OF WAUBONSIE CREEK DITCH, 149.0
 LF1135'FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD ON TOP OF THE SOUTH
 LF1135'LEVEE OF WAUBONSIE CREEK DITCH, 71.4 FEET SOUTHEAST OF THE SOUTHEAST
 LF1135'CORNER OF THE BACK PORCH ON THE HOME OF ERNEST I. HARLESS, 16.0
 LF1135'FEET EAST OF THE CENTER LINE OF THE DRIVE LEADING TO THE BACK
 LF1135'YARD AND THE FARM BUILDING OF MR. HARLESS, ACROSS THE FARM DRIVE
 LF1135'FROM THE SOUTHEAST CORNER OF THE YARD FENCE, 1.5 FEET SOUTH OF A
 LF1135'4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LF1135'PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0839 ***********************************************************************
 LF0839  DESIGNATION -  Z 134
 LF0839  PID         -  LF0839
 LF0839  STATE/COUNTY-  IA/FREMONT
 LF0839  USGS QUAD   -  SIDNEY (1981)
 LF0839
 LF0839                         *CURRENT SURVEY CONTROL
 LF0839  ___________________________________________________________________
 LF0839* NAD 83(1986)-  40 38 09.     (N)    095 43 26.     (W)     SCALED    
 LF0839* NAVD 88     -       278.217  (meters)     912.78   (feet)  ADJUSTED  
 LF0839  ___________________________________________________________________
 LF0839  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LF0839  DYNAMIC HT  -         278.071 (meters)     912.30  (feet)  COMP
 LF0839  MODELED GRAV-     980,091.3   (mgal)                       NAVD 88
 LF0839
 LF0839  VERT ORDER  -  FIRST     CLASS II
 LF0839
 LF0839.The horizontal coordinates were scaled from a topographic map and have
 LF0839.an estimated accuracy of +/- 6 seconds.
 LF0839
 LF0839.The orthometric height was determined by differential leveling
 LF0839.and adjusted by the National Geodetic Survey in June 1991..
 LF0839
 LF0839.The geoid height was determined by GEOID03.
 LF0839
 LF0839.The dynamic height is computed by dividing the NAVD 88
 LF0839.geopotential number by the normal gravity value computed on the
 LF0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0839.degrees latitude (g = 980.6199 gals.).
 LF0839
 LF0839.The modeled gravity was interpolated from observed gravity values.
 LF0839
 LF0839;                    North         East    Units  Estimated Accuracy
 LF0839;SPC IA S     -    73,010.      311,890.      MT  (+/- 180 meters Scaled)
 LF0839
 LF0839                          SUPERSEDED SURVEY CONTROL
 LF0839
 LF0839  NGVD 29 (??/??/92)  278.117  (m)          912.46   (f) ADJ UNCH    1 2
 LF0839
 LF0839.Superseded values are not recommended for survey control.
 LF0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0839.See file dsdata.txt to determine how the superseded data were derived.
 LF0839
 LF0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF696019(NAD 83)
 LF0839_MARKER: DB = BENCH MARK DISK
 LF0839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0839_SP_SET: CULVERT
 LF0839_STAMPING: Z 134 1948
 LF0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0839
 LF0839  HISTORY     - Date     Condition        Report By
 LF0839  HISTORY     - 1948     MONUMENTED       CGS
 LF0839  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0839  HISTORY     - 19890724 MARK NOT FOUND   NGS
 LF0839
 LF0839                          STATION DESCRIPTION
 LF0839
 LF0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0839'2.9 MI SE FROM PAYNE.
 LF0839'2.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0839'RAILROAD FROM THE STATION AT PAYNE, 0.4 MILE NORTHWEST OF MILEPOST
 LF0839'146, 74.9 FEET WEST OF THE CENTER OF THE SOUTHWEST END OF A
 LF0839'4-FOOT CONCRETE PIPE CULVERT, 48.1 FEET SOUTHWEST OF THE SOUTHWEST
 LF0839'RAIL, 1.0 FOOT SOUTHWEST OF A RIGHT-OF-WAY FENCE LINE, 1.5 FEET
 LF0839'SOUTHEAST OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF0839'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LF0839
 LF0839                          STATION RECOVERY (1976)
 LF0839
 LF0839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0839'MARK NOT FOUND.
 LF0839
 LF0839                          STATION RECOVERY (1989)
 LF0839
 LF0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0571 ***********************************************************************
 MJ0571  DESIGNATION -  Z 135
 MJ0571  PID         -  MJ0571
 MJ0571  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0571  USGS QUAD   -  NEOLA (1994)
 MJ0571
 MJ0571                         *CURRENT SURVEY CONTROL
 MJ0571  ___________________________________________________________________
 MJ0571* NAD 83(1986)-  41 27 46.     (N)    095 35 49.     (W)     SCALED    
 MJ0571* NAVD 88     -       345.803  (meters)    1134.52   (feet)  ADJUSTED  
 MJ0571  ___________________________________________________________________
 MJ0571  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 MJ0571  DYNAMIC HT  -         345.652 (meters)    1134.03  (feet)  COMP
 MJ0571  MODELED GRAV-     980,174.3   (mgal)                       NAVD 88
 MJ0571
 MJ0571  VERT ORDER  -  FIRST     CLASS II
 MJ0571
 MJ0571.The horizontal coordinates were scaled from a topographic map and have
 MJ0571.an estimated accuracy of +/- 6 seconds.
 MJ0571
 MJ0571.The orthometric height was determined by differential leveling
 MJ0571.and adjusted by the National Geodetic Survey in June 1991..
 MJ0571
 MJ0571.The geoid height was determined by GEOID03.
 MJ0571
 MJ0571.The dynamic height is computed by dividing the NAVD 88
 MJ0571.geopotential number by the normal gravity value computed on the
 MJ0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0571.degrees latitude (g = 980.6199 gals.).
 MJ0571
 MJ0571.The modeled gravity was interpolated from observed gravity values.
 MJ0571
 MJ0571;                    North         East    Units  Estimated Accuracy
 MJ0571;SPC IA S     -   164,550.      324,840.      MT  (+/- 180 meters Scaled)
 MJ0571
 MJ0571                          SUPERSEDED SURVEY CONTROL
 MJ0571
 MJ0571  NGVD 29 (??/??/92)  345.682  (m)         1134.12   (f) ADJ UNCH    1 2
 MJ0571
 MJ0571.Superseded values are not recommended for survey control.
 MJ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0571.See file dsdata.txt to determine how the superseded data were derived.
 MJ0571
 MJ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF831933(NAD 83)
 MJ0571_MARKER: DB = BENCH MARK DISK
 MJ0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0571_SP_SET: CULVERT
 MJ0571_STAMPING: Z 135 1948
 MJ0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0571
 MJ0571  HISTORY     - Date     Condition        Report By
 MJ0571  HISTORY     - 1948     MONUMENTED       CGS
 MJ0571
 MJ0571                          STATION DESCRIPTION
 MJ0571
 MJ0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0571'3 MI W FROM MINDEN.
 MJ0571'0.65 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0571'RAILWAY FROM THE STATION AT MINDEN, THENCE 2.3 MILES WEST ALONG
 MJ0571'STATE HIGHWAY 64, SET IN THE TOP OF THE NORTH CONCRETE HEADWALL
 MJ0571'FOR A 10-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, ABOUT
 MJ0571'0.1 MILE EAST OF A CURVE IN THE HIGHWAY, 2.0 FEET EAST OF THE
 MJ0571'WEST END OF THE HEADWALL, 0.5 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 MJ0571'0.5 MILE NORTHEAST OF AN OVERPASS OVER THE CHICAGO, MILWAUKEE,
 MJ0571'ST. PAUL AND PACIFIC RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0705 ***********************************************************************
 MJ0705  DESIGNATION -  Z 137
 MJ0705  PID         -  MJ0705
 MJ0705  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0705  USGS QUAD   -  LOVELAND (1994)
 MJ0705
 MJ0705                         *CURRENT SURVEY CONTROL
 MJ0705  ___________________________________________________________________
 MJ0705* NAD 83(1986)-  41 29 03.     (N)    095 56 13.     (W)     SCALED    
 MJ0705* NAVD 88     -       303.412  (meters)     995.44   (feet)  ADJUSTED  
 MJ0705  ___________________________________________________________________
 MJ0705  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 MJ0705  DYNAMIC HT  -         303.271 (meters)     994.98  (feet)  COMP
 MJ0705  MODELED GRAV-     980,152.3   (mgal)                       NAVD 88
 MJ0705
 MJ0705  VERT ORDER  -  SECOND    CLASS 0
 MJ0705
 MJ0705.The horizontal coordinates were scaled from a topographic map and have
 MJ0705.an estimated accuracy of +/- 6 seconds.
 MJ0705
 MJ0705.The orthometric height was determined by differential leveling
 MJ0705.and adjusted by the National Geodetic Survey in June 1991..
 MJ0705
 MJ0705.The geoid height was determined by GEOID03.
 MJ0705
 MJ0705.The dynamic height is computed by dividing the NAVD 88
 MJ0705.geopotential number by the normal gravity value computed on the
 MJ0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0705.degrees latitude (g = 980.6199 gals.).
 MJ0705
 MJ0705.The modeled gravity was interpolated from observed gravity values.
 MJ0705
 MJ0705;                    North         East    Units  Estimated Accuracy
 MJ0705;SPC IA S     -   167,670.      296,510.      MT  (+/- 180 meters Scaled)
 MJ0705
 MJ0705                          SUPERSEDED SURVEY CONTROL
 MJ0705
 MJ0705  NGVD 29 (??/??/92)  303.272  (m)          994.98   (f) ADJ UNCH    2 0
 MJ0705
 MJ0705.Superseded values are not recommended for survey control.
 MJ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0705.See file dsdata.txt to determine how the superseded data were derived.
 MJ0705
 MJ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF548966(NAD 83)
 MJ0705_MARKER: DB = BENCH MARK DISK
 MJ0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0705_STAMPING: Z 137 1948
 MJ0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0705+STABILITY: SURFACE MOTION
 MJ0705
 MJ0705  HISTORY     - Date     Condition        Report By
 MJ0705  HISTORY     - 1948     MONUMENTED       CGS
 MJ0705
 MJ0705                          STATION DESCRIPTION
 MJ0705
 MJ0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0705'3.4 MI W FROM LOVELAND.
 MJ0705'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0705'LOVELAND, THENCE 2.2 MILES WEST ALONG A DIRT ROAD, THENCE 1.0
 MJ0705'MILE SOUTH ALONG A DIRT ROAD, AT A T ROAD, 52.0 FEET NORTH OF THE
 MJ0705'CENTER LINE OF THE ROAD LEADING WEST, 33.0 FEET NORTH OF A
 MJ0705'CORNER FENCE POST, 23.0 FEET WEST OF THE CENTER LINE OF THE
 MJ0705'NORTH-SOUTH ROAD, 1.0 FOOT EAST OF A FENCE, 1.5 FEET SOUTH OF A
 MJ0705'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MJ0705'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0740 ***********************************************************************
 MJ0740  DESIGNATION -  Z 138
 MJ0740  PID         -  MJ0740
 MJ0740  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0740  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0740
 MJ0740                         *CURRENT SURVEY CONTROL
 MJ0740  ___________________________________________________________________
 MJ0740* NAD 83(1986)-  41 20 53.     (N)    095 56 12.     (W)     SCALED    
 MJ0740* NAVD 88     -       302.058  (meters)     991.00   (feet)  ADJUSTED  
 MJ0740  ___________________________________________________________________
 MJ0740  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 MJ0740  DYNAMIC HT  -         301.928 (meters)     990.58  (feet)  COMP
 MJ0740  MODELED GRAV-     980,183.1   (mgal)                       NAVD 88
 MJ0740
 MJ0740  VERT ORDER  -  SECOND    CLASS 0
 MJ0740
 MJ0740.The horizontal coordinates were scaled from a topographic map and have
 MJ0740.an estimated accuracy of +/- 6 seconds.
 MJ0740
 MJ0740.The orthometric height was determined by differential leveling
 MJ0740.and adjusted by the National Geodetic Survey in June 1991..
 MJ0740
 MJ0740.The geoid height was determined by GEOID03.
 MJ0740
 MJ0740.The dynamic height is computed by dividing the NAVD 88
 MJ0740.geopotential number by the normal gravity value computed on the
 MJ0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0740.degrees latitude (g = 980.6199 gals.).
 MJ0740
 MJ0740.The modeled gravity was interpolated from observed gravity values.
 MJ0740
 MJ0740;                    North         East    Units  Estimated Accuracy
 MJ0740;SPC IA S     -   152,560.      296,110.      MT  (+/- 180 meters Scaled)
 MJ0740
 MJ0740                          SUPERSEDED SURVEY CONTROL
 MJ0740
 MJ0740  NGVD 29 (??/??/92)  301.931  (m)          990.59   (f) ADJ UNCH    2 0
 MJ0740
 MJ0740.Superseded values are not recommended for survey control.
 MJ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0740.See file dsdata.txt to determine how the superseded data were derived.
 MJ0740
 MJ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF543815(NAD 83)
 MJ0740_MARKER: DB = BENCH MARK DISK
 MJ0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0740_STAMPING: Z 138 1948
 MJ0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0740+STABILITY: SURFACE MOTION
 MJ0740
 MJ0740  HISTORY     - Date     Condition        Report By
 MJ0740  HISTORY     - 1948     MONUMENTED       CGS
 MJ0740  HISTORY     - 1973     GOOD             NGS
 MJ0740
 MJ0740                          STATION DESCRIPTION
 MJ0740
 MJ0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0740'6 MI SW FROM CRESCENT.
 MJ0740'0.1 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 MJ0740'CRESCENT, THENCE 1.2 MILES WEST ALONG A DIRT ROAD, THENCE 0.5
 MJ0740'MILE SOUTH ALONG A DIRT ROAD, THENCE 1.4 MILES WEST ALONG A DIRT
 MJ0740'ROAD, THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.5 MILES
 MJ0740'WEST ALONG A DIRT ROAD, THENCE 0.25 MILE NORTH ALONG A DIRT ROAD,
 MJ0740'AT THE NORTH END OF A NORTH-SOUTH ROAD, AT A FARMHOUSE, 84.5 FEET
 MJ0740'EAST OF THE NORTHEAST CORNER OF THE HOUSE, 11.4 FEET WEST OF A
 MJ0740'FENCE, 1.6 FEET SOUTH OF A POWER LINE POLE, 1.4 FEET NORTH OF A
 MJ0740'REFERENCE POST, SET IN TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 MJ0740'GROUND.
 MJ0740
 MJ0740                          STATION RECOVERY (1973)
 MJ0740
 MJ0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MJ0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0635 ***********************************************************************
 MJ0635  DESIGNATION -  Z 139
 MJ0635  PID         -  MJ0635
 MJ0635  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0635  USGS QUAD   -  HONEY CREEK (1994)
 MJ0635
 MJ0635                         *CURRENT SURVEY CONTROL
 MJ0635  ___________________________________________________________________
 MJ0635* NAD 83(1986)-  41 26 53.     (N)    095 52 20.     (W)     SCALED    
 MJ0635* NAVD 88     -       304.500  (meters)     999.01   (feet)  ADJUSTED  
 MJ0635  ___________________________________________________________________
 MJ0635  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 MJ0635  DYNAMIC HT  -         304.360 (meters)     998.55  (feet)  COMP
 MJ0635  MODELED GRAV-     980,154.4   (mgal)                       NAVD 88
 MJ0635
 MJ0635  VERT ORDER  -  FIRST     CLASS II
 MJ0635
 MJ0635.The horizontal coordinates were scaled from a topographic map and have
 MJ0635.an estimated accuracy of +/- 6 seconds.
 MJ0635
 MJ0635.The orthometric height was determined by differential leveling
 MJ0635.and adjusted by the National Geodetic Survey in June 1991..
 MJ0635
 MJ0635.The geoid height was determined by GEOID03.
 MJ0635
 MJ0635.The dynamic height is computed by dividing the NAVD 88
 MJ0635.geopotential number by the normal gravity value computed on the
 MJ0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0635.degrees latitude (g = 980.6199 gals.).
 MJ0635
 MJ0635.The modeled gravity was interpolated from observed gravity values.
 MJ0635
 MJ0635;                    North         East    Units  Estimated Accuracy
 MJ0635;SPC IA S     -   163,510.      301,800.      MT  (+/- 180 meters Scaled)
 MJ0635
 MJ0635                          SUPERSEDED SURVEY CONTROL
 MJ0635
 MJ0635  NGVD 29 (??/??/92)  304.362  (m)          998.56   (f) ADJ UNCH    1 2
 MJ0635
 MJ0635.Superseded values are not recommended for survey control.
 MJ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0635.See file dsdata.txt to determine how the superseded data were derived.
 MJ0635
 MJ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF600924(NAD 83)
 MJ0635_MARKER: DB = BENCH MARK DISK
 MJ0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0635_STAMPING: Z 139 1948
 MJ0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0635+STABILITY: SURFACE MOTION
 MJ0635
 MJ0635  HISTORY     - Date     Condition        Report By
 MJ0635  HISTORY     - 1948     MONUMENTED       CGS
 MJ0635  HISTORY     - 19890803 MARK NOT FOUND   NGS
 MJ0635
 MJ0635                          STATION DESCRIPTION
 MJ0635
 MJ0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0635'1 MI N FROM HONEY CREEK.
 MJ0635'1.0 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MJ0635'THE STATION SIGN AT HONEY CREEK, AT A ROAD CROSSING, 88.0 FEET
 MJ0635'SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST INTO A FIELD,
 MJ0635'24.1 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 10.6 FEET
 MJ0635'EAST OF A FENCE, 1.8 FEET SOUTH OF A TELEPHONE POLE, 1.4 FEET
 MJ0635'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MJ0635'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MJ0635
 MJ0635                          STATION RECOVERY (1989)
 MJ0635
 MJ0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0277 ***********************************************************************
 NM0277  DESIGNATION -  Z 140
 NM0277  PID         -  NM0277
 NM0277  STATE/COUNTY-  IA/MONONA
 NM0277  USGS QUAD   -  ALBATON (1969)
 NM0277
 NM0277                         *CURRENT SURVEY CONTROL
 NM0277  ___________________________________________________________________
 NM0277* NAD 83(1986)-  42 11 07.     (N)    096 18 36.     (W)     SCALED    
 NM0277* NAVD 88     -       326.378  (meters)    1070.79   (feet)  ADJUSTED  
 NM0277  ___________________________________________________________________
 NM0277  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 NM0277  DYNAMIC HT  -         326.267 (meters)    1070.43  (feet)  COMP
 NM0277  MODELED GRAV-     980,274.0   (mgal)                       NAVD 88
 NM0277
 NM0277  VERT ORDER  -  SECOND    CLASS 0
 NM0277
 NM0277.The horizontal coordinates were scaled from a topographic map and have
 NM0277.an estimated accuracy of +/- 6 seconds.
 NM0277
 NM0277.The orthometric height was determined by differential leveling
 NM0277.and adjusted by the National Geodetic Survey in June 1991..
 NM0277
 NM0277.The geoid height was determined by GEOID03.
 NM0277
 NM0277.The dynamic height is computed by dividing the NAVD 88
 NM0277.geopotential number by the normal gravity value computed on the
 NM0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0277.degrees latitude (g = 980.6199 gals.).
 NM0277
 NM0277.The modeled gravity was interpolated from observed gravity values.
 NM0277
 NM0277;                    North         East    Units  Estimated Accuracy
 NM0277;SPC IA N     - 1,079,980.    1,267,910.      MT  (+/- 180 meters Scaled)
 NM0277
 NM0277                          SUPERSEDED SURVEY CONTROL
 NM0277
 NM0277  NGVD 29 (??/??/92)  326.231  (m)         1070.31   (f) ADJ UNCH    2 0
 NM0277
 NM0277.Superseded values are not recommended for survey control.
 NM0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0277.See file dsdata.txt to determine how the superseded data were derived.
 NM0277
 NM0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM221738(NAD 83)
 NM0277_MARKER: DB = BENCH MARK DISK
 NM0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0277_STAMPING: Z 140 1948
 NM0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0277+STABILITY: SURFACE MOTION
 NM0277
 NM0277  HISTORY     - Date     Condition        Report By
 NM0277  HISTORY     - 1948     MONUMENTED       CGS
 NM0277
 NM0277                          STATION DESCRIPTION
 NM0277
 NM0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0277'1.1 MI W FROM ALBATON.
 NM0277'0.1 MILE SOUTH ALONG A DIRT ROAD FROM THE SKEIN LUTHERAN CHURCH
 NM0277'AT ALBATON, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, IN THE
 NM0277'SOUTHWEST QUARTER OF A CROSS ROADS, 42.0 FEET WEST OF THE
 NM0277'CENTER LINE OF THE NORTH-SOUTH ROAD, 33.0 FEET SOUTH OF THE
 NM0277'CENTER LINE OF THE EAST-WEST ROAD, 15.0 FEET EAST OF A 36-INCH
 NM0277'COTTONWOOD TREE, 4.3 FEET NORTHWEST OF A CORNER FENCE POST, 2.6
 NM0277'FEET NORTH OF A FENCE, 2.0 FEET WEST OF A REFERENCE POST, SET IN
 NM0277'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0317 ***********************************************************************
 NM0317  DESIGNATION -  Z 141 RESEST
 NM0317  PID         -  NM0317
 NM0317  STATE/COUNTY-  IA/MONONA
 NM0317  USGS QUAD   -  ONAWA SW (1969)
 NM0317
 NM0317                         *CURRENT SURVEY CONTROL
 NM0317  ___________________________________________________________________
 NM0317* NAD 83(1986)-  42 04 14.     (N)    096 13 57.     (W)     SCALED    
 NM0317* NAVD 88     -       319.315  (meters)    1047.62   (feet)  ADJUSTED  
 NM0317  ___________________________________________________________________
 NM0317  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 NM0317  DYNAMIC HT  -         319.203 (meters)    1047.25  (feet)  COMP
 NM0317  MODELED GRAV-     980,261.8   (mgal)                       NAVD 88
 NM0317
 NM0317  VERT ORDER  -  SECOND    CLASS 0
 NM0317
 NM0317.The horizontal coordinates were scaled from a topographic map and have
 NM0317.an estimated accuracy of +/- 6 seconds.
 NM0317
 NM0317.The orthometric height was determined by differential leveling
 NM0317.and adjusted by the National Geodetic Survey in June 1991..
 NM0317
 NM0317.The geoid height was determined by GEOID03.
 NM0317
 NM0317.The dynamic height is computed by dividing the NAVD 88
 NM0317.geopotential number by the normal gravity value computed on the
 NM0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0317.degrees latitude (g = 980.6199 gals.).
 NM0317
 NM0317.The modeled gravity was interpolated from observed gravity values.
 NM0317
 NM0317;                    North         East    Units  Estimated Accuracy
 NM0317;SPC IA N     - 1,067,030.    1,273,900.      MT  (+/- 180 meters Scaled)
 NM0317
 NM0317                          SUPERSEDED SURVEY CONTROL
 NM0317
 NM0317  NGVD 29 (??/??/92)  319.175  (m)         1047.16   (f) ADJ UNCH    2 0
 NM0317
 NM0317.Superseded values are not recommended for survey control.
 NM0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0317.See file dsdata.txt to determine how the superseded data were derived.
 NM0317
 NM0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM289613(NAD 83)
 NM0317_MARKER: DB = BENCH MARK DISK
 NM0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0317_STAMPING: Z 141 RESET 1948
 NM0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0317+STABILITY: SURFACE MOTION
 NM0317
 NM0317  HISTORY     - Date     Condition        Report By
 NM0317  HISTORY     - 1948     MONUMENTED       CGS
 NM0317
 NM0317                          STATION DESCRIPTION
 NM0317
 NM0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0317'9.7 MI SW FROM WHITING.
 NM0317'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0317'FROM THE STATION AT WHITING, THENCE 5.3 MILES WEST ALONG A DIRT
 NM0317'ROAD, THENCE 2.0 MILES SOUTH ALONG A DIRT ROAD, AT A ROAD
 NM0317'CROSSING, 142.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM0317'ROAD, 20.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 NM0317'2.2 FEET SOUTH OF A FENCE, 1.7 FEET WEST OF A REFERENCE POST,
 NM0317'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 NM0317'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0261 ***********************************************************************
 NM0261  DESIGNATION -  Z 142
 NM0261  PID         -  NM0261
 NM0261  STATE/COUNTY-  IA/WOODBURY
 NM0261  USGS QUAD   -  SALIX (1976)
 NM0261
 NM0261                         *CURRENT SURVEY CONTROL
 NM0261  ___________________________________________________________________
 NM0261* NAD 83(1986)-  42 15 27.     (N)    096 18 17.     (W)     SCALED    
 NM0261* NAVD 88     -       328.011  (meters)    1076.15   (feet)  ADJUSTED  
 NM0261  ___________________________________________________________________
 NM0261  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 NM0261  DYNAMIC HT  -         327.903 (meters)    1075.80  (feet)  COMP
 NM0261  MODELED GRAV-     980,282.3   (mgal)                       NAVD 88
 NM0261
 NM0261  VERT ORDER  -  SECOND    CLASS 0
 NM0261
 NM0261.The horizontal coordinates were scaled from a topographic map and have
 NM0261.an estimated accuracy of +/- 6 seconds.
 NM0261
 NM0261.The orthometric height was determined by differential leveling
 NM0261.and adjusted by the National Geodetic Survey in June 1991..
 NM0261
 NM0261.The geoid height was determined by GEOID03.
 NM0261
 NM0261.The dynamic height is computed by dividing the NAVD 88
 NM0261.geopotential number by the normal gravity value computed on the
 NM0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0261.degrees latitude (g = 980.6199 gals.).
 NM0261
 NM0261.The modeled gravity was interpolated from observed gravity values.
 NM0261
 NM0261;                    North         East    Units  Estimated Accuracy
 NM0261;SPC IA N     - 1,087,980.    1,268,620.      MT  (+/- 180 meters Scaled)
 NM0261
 NM0261                          SUPERSEDED SURVEY CONTROL
 NM0261
 NM0261  NGVD 29 (??/??/92)  327.858  (m)         1075.65   (f) ADJ UNCH    2 0
 NM0261
 NM0261.Superseded values are not recommended for survey control.
 NM0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0261.See file dsdata.txt to determine how the superseded data were derived.
 NM0261
 NM0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM223818(NAD 83)
 NM0261_MARKER: DB = BENCH MARK DISK
 NM0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0261_STAMPING: Z 142 1948
 NM0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0261+STABILITY: SURFACE MOTION
 NM0261
 NM0261  HISTORY     - Date     Condition        Report By
 NM0261  HISTORY     - 1948     MONUMENTED       CGS
 NM0261
 NM0261                          STATION DESCRIPTION
 NM0261
 NM0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0261'4.8 MI NW FROM SLOAN.
 NM0261'2.0 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM0261'FROM THE STATION AT SLOAN, THENCE 2.85 MILES WEST ALONG A GRAVEL
 NM0261'ROAD, AT THE WEST END OF THE EAST-WEST ROAD, AT AN ABANDONED
 NM0261'FARMHOUSE, 23.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 NM0261'ROAD, 23.0 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD, 1.8
 NM0261'FEET NORTH OF A FENCE, 1.9 FEET EAST OF A REFERENCE POST, SET IN
 NM0261'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0562 ***********************************************************************
 NM0562  DESIGNATION -  Z 143
 NM0562  PID         -  NM0562
 NM0562  STATE/COUNTY-  IA/MONONA
 NM0562  USGS QUAD   -  ONAWA SW (1969)
 NM0562
 NM0562                         *CURRENT SURVEY CONTROL
 NM0562  ___________________________________________________________________
 NM0562* NAD 83(1986)-  42 02 15.     (N)    096 13 06.     (W)     SCALED    
 NM0562* NAVD 88     -       322.488  (meters)    1058.03   (feet)  ADJUSTED  
 NM0562  ___________________________________________________________________
 NM0562  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 NM0562  DYNAMIC HT  -         322.374 (meters)    1057.66  (feet)  COMP
 NM0562  MODELED GRAV-     980,258.1   (mgal)                       NAVD 88
 NM0562
 NM0562  VERT ORDER  -  SECOND    CLASS 0
 NM0562
 NM0562.The horizontal coordinates were scaled from a topographic map and have
 NM0562.an estimated accuracy of +/- 6 seconds.
 NM0562
 NM0562.The orthometric height was determined by differential leveling
 NM0562.and adjusted by the National Geodetic Survey in June 1991..
 NM0562
 NM0562.The geoid height was determined by GEOID03.
 NM0562
 NM0562.The dynamic height is computed by dividing the NAVD 88
 NM0562.geopotential number by the normal gravity value computed on the
 NM0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0562.degrees latitude (g = 980.6199 gals.).
 NM0562
 NM0562.The modeled gravity was interpolated from observed gravity values.
 NM0562
 NM0562;                    North         East    Units  Estimated Accuracy
 NM0562;SPC IA N     - 1,063,320.    1,274,950.      MT  (+/- 180 meters Scaled)
 NM0562
 NM0562                          SUPERSEDED SURVEY CONTROL
 NM0562
 NM0562  NGVD 29 (??/??/92)  322.345  (m)         1057.56   (f) ADJ UNCH    2 0
 NM0562
 NM0562.Superseded values are not recommended for survey control.
 NM0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0562.See file dsdata.txt to determine how the superseded data were derived.
 NM0562
 NM0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM302576(NAD 83)
 NM0562_MARKER: DB = BENCH MARK DISK
 NM0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0562_STAMPING: Z 143 1948
 NM0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0562+STABILITY: SURFACE MOTION
 NM0562
 NM0562  HISTORY     - Date     Condition        Report By
 NM0562  HISTORY     - 1948     MONUMENTED       CGS
 NM0562
 NM0562                          STATION DESCRIPTION
 NM0562
 NM0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0562'7.3 MI NW FROM ONAWA.
 NM0562'3.5 MILES WEST ALONG STATE HIGHWAY NO. 165 FROM THE POST OFFICE
 NM0562'AT ONAWA, THENCE 2.8 MILES WEST ALONG COUNTY ROAD H, THENCE 0.2
 NM0562'MILE WEST ALONG A DIRT ROAD, THENCE 0.8 MILE NORTH ALONG A
 NM0562'PRIVATE ROAD, IN THE SOUTHEAST CORNER OF A FARM YARD, 52.7 FEET
 NM0562'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 9.0 FEET WEST
 NM0562'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 2.5 FEET WEST OF A
 NM0562'WEST GATE POST, 1.0 FOOT NORTH OF A FENCE, 1.7 FEET EAST OF A
 NM0562'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0562'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0825 ***********************************************************************
 NM0825  DESIGNATION -  Z 144
 NM0825  PID         -  NM0825
 NM0825  STATE/COUNTY-  IA/PLYMOUTH
 NM0825  USGS QUAD   -  ELK POINT NE (1976)
 NM0825
 NM0825                         *CURRENT SURVEY CONTROL
 NM0825  ___________________________________________________________________
 NM0825* NAD 83(1986)-  42 43 35.     (N)    096 36 39.     (W)     SCALED    
 NM0825* NAVD 88     -       343.242  (meters)    1126.12   (feet)  ADJUSTED  
 NM0825  ___________________________________________________________________
 NM0825  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 NM0825  DYNAMIC HT  -         343.144 (meters)    1125.80  (feet)  COMP
 NM0825  MODELED GRAV-     980,324.5   (mgal)                       NAVD 88
 NM0825
 NM0825  VERT ORDER  -  FIRST     CLASS II
 NM0825
 NM0825.The horizontal coordinates were scaled from a topographic map and have
 NM0825.an estimated accuracy of +/- 6 seconds.
 NM0825
 NM0825.The orthometric height was determined by differential leveling
 NM0825.and adjusted by the National Geodetic Survey in June 1994..
 NM0825
 NM0825.The geoid height was determined by GEOID03.
 NM0825
 NM0825.The dynamic height is computed by dividing the NAVD 88
 NM0825.geopotential number by the normal gravity value computed on the
 NM0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0825.degrees latitude (g = 980.6199 gals.).
 NM0825
 NM0825.The modeled gravity was interpolated from observed gravity values.
 NM0825
 NM0825;                    North         East    Units  Estimated Accuracy
 NM0825;SPC IA N     - 1,140,910.    1,245,290.      MT  (+/- 180 meters Scaled)
 NM0825
 NM0825                          SUPERSEDED SURVEY CONTROL
 NM0825
 NM0825  NAVD 88 (06/15/91)  343.222  (m)         1126.05   (f) UNKNOWN     1 2
 NM0825  NGVD 29 (??/??/92)  343.039  (m)         1125.45   (f) ADJ UNCH    1 2
 NM0825
 NM0825.Superseded values are not recommended for survey control.
 NM0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0825.See file dsdata.txt to determine how the superseded data were derived.
 NM0825
 NM0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN956331(NAD 83)
 NM0825_MARKER: DB = BENCH MARK DISK
 NM0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0825_SP_SET: CONCRETE POST
 NM0825_STAMPING: Z 144 1948
 NM0825_MARK LOGO: CGS   
 NM0825_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0825+STABILITY: SURFACE MOTION
 NM0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0825+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM0825
 NM0825  HISTORY     - Date     Condition        Report By
 NM0825  HISTORY     - 1948     MONUMENTED       CGS
 NM0825  HISTORY     - 19930908 GOOD             NGS
 NM0825
 NM0825                          STATION DESCRIPTION
 NM0825
 NM0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0825'2 MI SW FROM WESTFIELD.
 NM0825'2.0 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NM0825'PACIFIC RAILROAD FROM THE STATION AT WESTFIELD, 0.3 MILE
 NM0825'SOUTH OF MILEPOST NO. 5, AT A PRIVATE ROAD CROSSING, 45.6 FEET
 NM0825'WEST OF THE WEST RAIL OF THE TRACK, 32.0 FEET SOUTH OF THE
 NM0825'CENTER LINE OF THE ROAD, 17.4 FEET WEST OF THE 11TH. POLE
 NM0825'SOUTH OF THE MILEPOST, 5.0 FEET SOUTH OF A 3-WAY CORNER FENCE
 NM0825'POST, 1.2 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 1.4 FEET
 NM0825'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NM0825'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0825
 NM0825                          STATION RECOVERY (1993)
 NM0825
 NM0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0825'3.7 KM (2.30 MI) SOUTHERLY ALONG STATE HIGHWAY 12 FROM THE JUNCTION
 NM0825'OF STATE HIGHWAY 3 IN WESTFIELD, 277.0 M (908.8 FT) SOUTH OF THE
 NM0825'CENTER OF A DIRT ROAD LEADING WEST TO A FARM HOUSE, 99.3 M (325.8 FT)
 NM0825'WEST OF THE HIGHWAY CENTERLINE, 26.1 M (85.6 FT) SOUTH OF UNDERGROUND
 NM0825'CABLE WARNING SIGN NUMBER 3 40 38, 14.3 M (46.9 FT) WEST OF THE NEAR
 NM0825'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 1.2 M (3.9 FT) SOUTH OF A
 NM0825'T-FENCE CORNER, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 NM0825'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0821 ***********************************************************************
 NM0821  DESIGNATION -  Z 145
 NM0821  PID         -  NM0821
 NM0821  STATE/COUNTY-  IA/PLYMOUTH
 NM0821  USGS QUAD   -  JEFFERSON (1994)
 NM0821
 NM0821                         *CURRENT SURVEY CONTROL
 NM0821  ___________________________________________________________________
 NM0821* NAD 83(1986)-  42 46 06.     (N)    096 36 04.     (W)     SCALED    
 NM0821* NAVD 88     -       345.029  (meters)    1131.98   (feet)  ADJUSTED  
 NM0821  ___________________________________________________________________
 NM0821  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 NM0821  DYNAMIC HT  -         344.932 (meters)    1131.66  (feet)  COMP
 NM0821  MODELED GRAV-     980,330.1   (mgal)                       NAVD 88
 NM0821
 NM0821  VERT ORDER  -  FIRST     CLASS II
 NM0821
 NM0821.The horizontal coordinates were scaled from a topographic map and have
 NM0821.an estimated accuracy of +/- 6 seconds.
 NM0821
 NM0821.The orthometric height was determined by differential leveling
 NM0821.and adjusted by the National Geodetic Survey in June 1994..
 NM0821
 NM0821.The geoid height was determined by GEOID03.
 NM0821
 NM0821.The dynamic height is computed by dividing the NAVD 88
 NM0821.geopotential number by the normal gravity value computed on the
 NM0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0821.degrees latitude (g = 980.6199 gals.).
 NM0821
 NM0821.The modeled gravity was interpolated from observed gravity values.
 NM0821
 NM0821;                    North         East    Units  Estimated Accuracy
 NM0821;SPC IA N     - 1,145,540.    1,246,260.      MT  (+/- 180 meters Scaled)
 NM0821
 NM0821                          SUPERSEDED SURVEY CONTROL
 NM0821
 NM0821  NAVD 88 (06/15/91)  345.014  (m)         1131.93   (f) UNKNOWN     1 2
 NM0821  NGVD 29 (??/??/92)  344.826  (m)         1131.32   (f) ADJ UNCH    1 2
 NM0821
 NM0821.Superseded values are not recommended for survey control.
 NM0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0821.See file dsdata.txt to determine how the superseded data were derived.
 NM0821
 NM0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN962378(NAD 83)
 NM0821_MARKER: DB = BENCH MARK DISK
 NM0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0821_SP_SET: CONCRETE POST
 NM0821_STAMPING: Z 145 1948
 NM0821_MARK LOGO: CGS   
 NM0821_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0821+STABILITY: SURFACE MOTION
 NM0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0821+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 NM0821
 NM0821  HISTORY     - Date     Condition        Report By
 NM0821  HISTORY     - 1948     MONUMENTED       CGS
 NM0821  HISTORY     - 19930908 GOOD             NGS
 NM0821
 NM0821                          STATION DESCRIPTION
 NM0821
 NM0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0821'0.9 MI N FROM WESTFIELD.
 NM0821'0.9 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NM0821'RAILROAD FROM THE STATION AT WESTFIELD, AT A PRIVATE ROAD
 NM0821'CROSSING, 0.35 MILE SOUTH OF MILEPOST 8, 40.0 FEET SOUTH OF THE
 NM0821'10TH. POLE SOUTH OF THE MILEPOST, 55.0 FEET NORTH OF THE CENTER
 NM0821'LINE OF THE PRIVATE ROAD, 45.8 FEET WEST OF THE WEST RAIL OF THE
 NM0821'TRACK, 1.4 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 1.8 FEET
 NM0821'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NM0821'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0821
 NM0821                          STATION RECOVERY (1993)
 NM0821
 NM0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NM0821'0.8 KM (0.50 MI) NORTHERLY ALONG STATE HIGHWAY 12 FROM THE JUNCTION
 NM0821'OF STATE HIGHWAY 3 IN WESTFIELD, 39.5 M (129.6 FT) WEST OF THE
 NM0821'HIGHWAY CENTERLINE, 13.9 M (45.6 FT) WEST OF THE NEAR RAIL OF THE
 NM0821'BURLINGTON NORTHERN RAILROAD, 18.8 M (61.7 FT) NORTH OF THE CENTER OF
 NM0821'A DIRT ROAD, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 NM0821'(1.3 FT) EAST OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 NM0821'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0401 ***********************************************************************
 MJ0401  DESIGNATION -  Z 146
 MJ0401  PID         -  MJ0401
 MJ0401  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0401  USGS QUAD   -  AVOCA (1994)
 MJ0401
 MJ0401                         *CURRENT SURVEY CONTROL
 MJ0401  ___________________________________________________________________
 MJ0401* NAD 83(1986)-  41 28 21.     (N)    095 19 01.     (W)     SCALED    
 MJ0401* NAVD 88     -       351.947  (meters)    1154.68   (feet)  ADJUSTED  
 MJ0401  ___________________________________________________________________
 MJ0401  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 MJ0401  DYNAMIC HT  -         351.805 (meters)    1154.21  (feet)  COMP
 MJ0401  MODELED GRAV-     980,210.3   (mgal)                       NAVD 88
 MJ0401
 MJ0401  VERT ORDER  -  FIRST     CLASS II
 MJ0401
 MJ0401.The horizontal coordinates were scaled from a topographic map and have
 MJ0401.an estimated accuracy of +/- 6 seconds.
 MJ0401
 MJ0401.The orthometric height was determined by differential leveling
 MJ0401.and adjusted by the National Geodetic Survey in June 1991..
 MJ0401
 MJ0401.The geoid height was determined by GEOID03.
 MJ0401
 MJ0401.The dynamic height is computed by dividing the NAVD 88
 MJ0401.geopotential number by the normal gravity value computed on the
 MJ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0401.degrees latitude (g = 980.6199 gals.).
 MJ0401
 MJ0401.The modeled gravity was interpolated from observed gravity values.
 MJ0401
 MJ0401;                    North         East    Units  Estimated Accuracy
 MJ0401;SPC IA S     -   165,110.      348,250.      MT  (+/- 180 meters Scaled)
 MJ0401
 MJ0401                          SUPERSEDED SURVEY CONTROL
 MJ0401
 MJ0401  NGVD 29 (??/??/92)  351.854  (m)         1154.37   (f) ADJ UNCH    1 2
 MJ0401
 MJ0401.Superseded values are not recommended for survey control.
 MJ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0401.See file dsdata.txt to determine how the superseded data were derived.
 MJ0401
 MJ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF065938(NAD 83)
 MJ0401_MARKER: DB = BENCH MARK DISK
 MJ0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0401_STAMPING: Z 146 1949
 MJ0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0401+STABILITY: SURFACE MOTION
 MJ0401
 MJ0401  HISTORY     - Date     Condition        Report By
 MJ0401  HISTORY     - 1949     MONUMENTED       CGS
 MJ0401
 MJ0401                          STATION DESCRIPTION
 MJ0401
 MJ0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0401'1.1 MI E FROM AVOCA.
 MJ0401'1.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MJ0401'RAILWAY FROM THE STATION AT AVOCA, AT A PUBLIC ROAD CROSSING,
 MJ0401'116.0 FEET SOUTHEAST OF THE 11TH. POLE EAST OF MILEPOST NO. 458,
 MJ0401'97.0 FEET SOUTHWEST OF THE 12TH. POLE EAST OF THE MILEPOST,
 MJ0401'45.7 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 34.0 FEET EAST OF
 MJ0401'THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF THE SOUTH
 MJ0401'RIGHT-OF-WAY FENCE, 1.6 FEET WEST OF A REFERENCE POST, SET IN
 MJ0401'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0462 ***********************************************************************
 MJ0462  DESIGNATION -  Z 147
 MJ0462  PID         -  MJ0462
 MJ0462  STATE/COUNTY-  IA/MILLS
 MJ0462  USGS QUAD   -  EMERSON (1978)
 MJ0462
 MJ0462                         *CURRENT SURVEY CONTROL
 MJ0462  ___________________________________________________________________
 MJ0462* NAD 83(1986)-  41 03 56.     (N)    095 28 48.     (W)     SCALED    
 MJ0462* NAVD 88     -       314.842  (meters)    1032.94   (feet)  ADJUSTED  
 MJ0462  ___________________________________________________________________
 MJ0462  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 MJ0462  DYNAMIC HT  -         314.707 (meters)    1032.50  (feet)  COMP
 MJ0462  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 MJ0462
 MJ0462  VERT ORDER  -  SECOND    CLASS 0
 MJ0462
 MJ0462.The horizontal coordinates were scaled from a topographic map and have
 MJ0462.an estimated accuracy of +/- 6 seconds.
 MJ0462
 MJ0462.The orthometric height was determined by differential leveling
 MJ0462.and adjusted by the National Geodetic Survey in June 1991..
 MJ0462
 MJ0462.The geoid height was determined by GEOID03.
 MJ0462
 MJ0462.The dynamic height is computed by dividing the NAVD 88
 MJ0462.geopotential number by the normal gravity value computed on the
 MJ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0462.degrees latitude (g = 980.6199 gals.).
 MJ0462
 MJ0462.The modeled gravity was interpolated from observed gravity values.
 MJ0462
 MJ0462;                    North         East    Units  Estimated Accuracy
 MJ0462;SPC IA S     -   120,220.      333,600.      MT  (+/- 180 meters Scaled)
 MJ0462
 MJ0462                          SUPERSEDED SURVEY CONTROL
 MJ0462
 MJ0462  NGVD 29 (??/??/92)  314.764  (m)         1032.69   (f) ADJ UNCH    2 0
 MJ0462
 MJ0462.Superseded values are not recommended for survey control.
 MJ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0462.See file dsdata.txt to determine how the superseded data were derived.
 MJ0462
 MJ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF916489(NAD 83)
 MJ0462_MARKER: DB = BENCH MARK DISK
 MJ0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0462_STAMPING: Z 147 1949
 MJ0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0462+STABILITY: SURFACE MOTION
 MJ0462
 MJ0462  HISTORY     - Date     Condition        Report By
 MJ0462  HISTORY     - 1949     MONUMENTED       CGS
 MJ0462
 MJ0462                          STATION DESCRIPTION
 MJ0462
 MJ0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0462'3.7 MI NE FROM HASTINGS.
 MJ0462'0.4 MILE NORTH ALONG COUNTY ROAD U FROM THE POST OFFICE AT
 MJ0462'HASTINGS, THENCE 1.1 MILES EAST ALONG COUNTY ROAD U AND U.S.
 MJ0462'HIGHWAY NO. 34, THENCE 2.2 MILES NORTH ALONG COUNTY ROAD U,
 MJ0462'ABOUT 0.1 MILE NORTH OF THE HAROLD HANSEN FARMHOUSE, 35.0 FEET
 MJ0462'EAST OF THE CENTER LINE OF THE ROAD, 28.0 FEET NORTH OF THE
 MJ0462'CENTER LINE OF A FIELD ROAD LEADING EAST INTO A FIELD, 1.0 FOOT
 MJ0462'WEST OF THE EAST RIGHT-OF-WAY FENCE, 1.3 FEET SOUTH OF A
 MJ0462'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MJ0462'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0526 ***********************************************************************
 MJ0526  DESIGNATION -  Z 148 RESET
 MJ0526  PID         -  MJ0526
 MJ0526  STATE/COUNTY-  IA/MONTGOMERY
 MJ0526  USGS QUAD   -  CARSON NE (1978)
 MJ0526
 MJ0526                         *CURRENT SURVEY CONTROL
 MJ0526  ___________________________________________________________________
 MJ0526* NAD 83(1986)-  41 08 46.     (N)    095 20 48.     (W)     SCALED    
 MJ0526* NAVD 88     -       379.64   (meters)    1245.5    (feet)  RESET     
 MJ0526  ___________________________________________________________________
 MJ0526  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 MJ0526
 MJ0526  VERT ORDER  -  THIRD
 MJ0526
 MJ0526.The horizontal coordinates were scaled from a topographic map and have
 MJ0526.an estimated accuracy of +/- 6 seconds.
 MJ0526
 MJ0526.The orthometric height was computed from unverified reset data.
 MJ0526
 MJ0526.The geoid height was determined by GEOID03.
 MJ0526
 MJ0526;                    North         East    Units  Estimated Accuracy
 MJ0526;SPC IA S     -   128,920.      344,990.      MT  (+/- 180 meters Scaled)
 MJ0526
 MJ0526                          SUPERSEDED SURVEY CONTROL
 MJ0526
 MJ0526  NGVD 29 (??/??/??)  379.57   (m)         1245.3    (f) RESET       3  
 MJ0526
 MJ0526.Superseded values are not recommended for survey control.
 MJ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0526.See file dsdata.txt to determine how the superseded data were derived.
 MJ0526
 MJ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF030576(NAD 83)
 MJ0526_MARKER: DB = BENCH MARK DISK
 MJ0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0526_STAMPING: Z 148 RESET 1970
 MJ0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0526+STABILITY: SURFACE MOTION
 MJ0526
 MJ0526  HISTORY     - Date     Condition        Report By
 MJ0526  HISTORY     - 1970     MONUMENTED       NGS
 MJ0526
 MJ0526                          STATION DESCRIPTION
 MJ0526
 MJ0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0526'4.7 MI NE FROM HENDERSON.
 MJ0526'ABOUT 1.8 MILES NORTHEAST ALONG STATE HIGHWAY 244 FROM THE CITIZENS
 MJ0526'STATE BANK AT HENDERSON, THENCE 2.9 MILES EAST ALONE COUNTY
 MJ0526'ROAD H-12, IN THE NORTHWEST QUARTER OF A ROAD CROSSING, 95 FEET
 MJ0526'NORTH OF THE CENTER OF AN EAST-WEST ROAD, 29 FEET WEST OF THE
 MJ0526'CENTER OF A NORTH-SOUTH ROAD, 3 FEET NORTH OF THE NORTH GATE POST,
 MJ0526'1 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT EAST OF A FENCE, AND
 MJ0526'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0408 ***********************************************************************
 MJ0408  DESIGNATION -  Z 149
 MJ0408  PID         -  MJ0408
 MJ0408  STATE/COUNTY-  IA/POTTAWATTAMIE
 MJ0408  USGS QUAD   -  WALNUT (1971)
 MJ0408
 MJ0408                         *CURRENT SURVEY CONTROL
 MJ0408  ___________________________________________________________________
 MJ0408* NAD 83(1986)-  41 28 43.     (N)    095 11 42.     (W)     SCALED    
 MJ0408* NAVD 88     -       385.085  (meters)    1263.40   (feet)  ADJUSTED  
 MJ0408  ___________________________________________________________________
 MJ0408  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 MJ0408  DYNAMIC HT  -         384.935 (meters)    1262.91  (feet)  COMP
 MJ0408  MODELED GRAV-     980,220.1   (mgal)                       NAVD 88
 MJ0408
 MJ0408  VERT ORDER  -  FIRST     CLASS II
 MJ0408
 MJ0408.The horizontal coordinates were scaled from a topographic map and have
 MJ0408.an estimated accuracy of +/- 6 seconds.
 MJ0408
 MJ0408.The orthometric height was determined by differential leveling
 MJ0408.and adjusted by the National Geodetic Survey in June 1991..
 MJ0408
 MJ0408.The geoid height was determined by GEOID03.
 MJ0408
 MJ0408.The dynamic height is computed by dividing the NAVD 88
 MJ0408.geopotential number by the normal gravity value computed on the
 MJ0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0408.degrees latitude (g = 980.6199 gals.).
 MJ0408
 MJ0408.The modeled gravity was interpolated from observed gravity values.
 MJ0408
 MJ0408;                    North         East    Units  Estimated Accuracy
 MJ0408;SPC IA S     -   165,580.      358,440.      MT  (+/- 180 meters Scaled)
 MJ0408
 MJ0408                          SUPERSEDED SURVEY CONTROL
 MJ0408
 MJ0408  NGVD 29 (??/??/92)  384.995  (m)         1263.10   (f) ADJ UNCH    1 2
 MJ0408
 MJ0408.Superseded values are not recommended for survey control.
 MJ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0408.See file dsdata.txt to determine how the superseded data were derived.
 MJ0408
 MJ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF167942(NAD 83)
 MJ0408_MARKER: DB = BENCH MARK DISK
 MJ0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0408_SP_SET: BRIDGE
 MJ0408_STAMPING: Z 149 1949
 MJ0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0408
 MJ0408  HISTORY     - Date     Condition        Report By
 MJ0408  HISTORY     - 1949     MONUMENTED       CGS
 MJ0408
 MJ0408                          STATION DESCRIPTION
 MJ0408
 MJ0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0408'1.5 MI E FROM WALNUT.
 MJ0408'1.5 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MJ0408'FROM THE STATION AT WALNUT, SET IN THE WEST END OF THE SOUTH
 MJ0408'WINGWALL AT THE WEST END OF STEEL GIRDER BRIDGE NO. 4510 OVER
 MJ0408'WALNUT CREEK, AT MILEPOST NO. 451, 3.0 FEET SOUTH OF THE SOUTH
 MJ0408'RAIL OF THE TRACK, 2.0 FEET EAST OF THE WEST END OF THE WINGWALL,
 MJ0408'0.8 FOOT NORTH OF THE SOUTH FACE AND 0.7 FOOT SOUTH OF THE
 MJ0408'NORTH FACE OF THE WINGWALL, ABOUT LEVEL WITH THE BASE OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0317 ***********************************************************************
 MJ0317  DESIGNATION -  Z 150
 MJ0317  PID         -  MJ0317
 MJ0317  STATE/COUNTY-  IA/SHELBY
 MJ0317  USGS QUAD   -  PANAMA (1978)
 MJ0317
 MJ0317                         *CURRENT SURVEY CONTROL
 MJ0317  ___________________________________________________________________
 MJ0317* NAD 83(1986)-  41 41 22.     (N)    095 28 41.     (W)     SCALED    
 MJ0317* NAVD 88     -       374.001  (meters)    1227.03   (feet)  ADJUSTED  
 MJ0317  ___________________________________________________________________
 MJ0317  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 MJ0317  DYNAMIC HT  -         373.823 (meters)    1226.45  (feet)  COMP
 MJ0317  MODELED GRAV-     980,137.7   (mgal)                       NAVD 88
 MJ0317
 MJ0317  VERT ORDER  -  SECOND    CLASS 0
 MJ0317
 MJ0317.The horizontal coordinates were scaled from a topographic map and have
 MJ0317.an estimated accuracy of +/- 6 seconds.
 MJ0317
 MJ0317.The orthometric height was determined by differential leveling
 MJ0317.and adjusted by the National Geodetic Survey in June 1991..
 MJ0317
 MJ0317.The geoid height was determined by GEOID03.
 MJ0317
 MJ0317.The dynamic height is computed by dividing the NAVD 88
 MJ0317.geopotential number by the normal gravity value computed on the
 MJ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0317.degrees latitude (g = 980.6199 gals.).
 MJ0317
 MJ0317.The modeled gravity was interpolated from observed gravity values.
 MJ0317
 MJ0317;                    North         East    Units  Estimated Accuracy
 MJ0317;SPC IA S     -   189,490.      335,340.      MT  (+/- 180 meters Scaled)
 MJ0317
 MJ0317                          SUPERSEDED SURVEY CONTROL
 MJ0317
 MJ0317  NGVD 29 (??/??/92)  373.874  (m)         1226.62   (f) ADJ UNCH    2 0
 MJ0317
 MJ0317.Superseded values are not recommended for survey control.
 MJ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0317.See file dsdata.txt to determine how the superseded data were derived.
 MJ0317
 MJ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG937182(NAD 83)
 MJ0317_MARKER: DB = BENCH MARK DISK
 MJ0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0317_STAMPING: Z 150 1949
 MJ0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0317+STABILITY: SURFACE MOTION
 MJ0317
 MJ0317  HISTORY     - Date     Condition        Report By
 MJ0317  HISTORY     - 1949     MONUMENTED       CGS
 MJ0317
 MJ0317                          STATION DESCRIPTION
 MJ0317
 MJ0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0317'2.8 MI S FROM PANAMA.
 MJ0317'2.75 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0317'PACIFIC RAILROAD FROM THE STATION AT PANAMA, 3.6 MILES NORTHEAST
 MJ0317'OF THE STATION AT PORTSMOUTH, AT A PRIVATE ROAD CROSSING, 45.0
 MJ0317'FEET EAST OF THE CENTER LINE OF STATE HIGHWAY NO. 191, 48.0
 MJ0317'FEET WEST OF THE WEST RAIL OF THE TRACK, 26.0 FEET NORTH OF THE
 MJ0317'CENTER LINE OF THE PRIVATE ROAD, 19.3 FEET NORTHEAST OF THE
 MJ0317'CENTER LINE OF THE NORTH END OF A PIPE CULVERT, 2.0 FEET
 MJ0317'SOUTHWEST OF A 3-WAY CORNER FENCE POST, 0.9 FOOT WEST OF A
 MJ0317'FENCE, 1.3 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 MJ0317'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0401 ***********************************************************************
 NM0401  DESIGNATION -  Z 151
 NM0401  PID         -  NM0401
 NM0401  STATE/COUNTY-  IA/WOODBURY
 NM0401  USGS QUAD   -  LUTON (1964)
 NM0401
 NM0401                         *CURRENT SURVEY CONTROL
 NM0401  ___________________________________________________________________
 NM0401* NAD 83(1986)-  42 18 54.     (N)    096 14 54.     (W)     SCALED    
 NM0401* NAVD 88     -       328.343  (meters)    1077.24   (feet)  ADJUSTED  
 NM0401  ___________________________________________________________________
 NM0401  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 NM0401  DYNAMIC HT  -         328.236 (meters)    1076.89  (feet)  COMP
 NM0401  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 NM0401
 NM0401  VERT ORDER  -  SECOND    CLASS 0
 NM0401
 NM0401.The horizontal coordinates were scaled from a topographic map and have
 NM0401.an estimated accuracy of +/- 6 seconds.
 NM0401
 NM0401.The orthometric height was determined by differential leveling
 NM0401.and adjusted by the National Geodetic Survey in June 1991..
 NM0401
 NM0401.The geoid height was determined by GEOID03.
 NM0401
 NM0401.The dynamic height is computed by dividing the NAVD 88
 NM0401.geopotential number by the normal gravity value computed on the
 NM0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0401.degrees latitude (g = 980.6199 gals.).
 NM0401
 NM0401.The modeled gravity was interpolated from observed gravity values.
 NM0401
 NM0401;                    North         East    Units  Estimated Accuracy
 NM0401;SPC IA N     - 1,094,210.    1,273,470.      MT  (+/- 180 meters Scaled)
 NM0401
 NM0401                          SUPERSEDED SURVEY CONTROL
 NM0401
 NM0401  NGVD 29 (??/??/92)  328.188  (m)         1076.73   (f) ADJ UNCH    2 0
 NM0401
 NM0401.Superseded values are not recommended for survey control.
 NM0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0401.See file dsdata.txt to determine how the superseded data were derived.
 NM0401
 NM0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM267884(NAD 83)
 NM0401_MARKER: DB = BENCH MARK DISK
 NM0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0401_STAMPING: Z 151 1949
 NM0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0401+STABILITY: SURFACE MOTION
 NM0401
 NM0401  HISTORY     - Date     Condition        Report By
 NM0401  HISTORY     - 1949     MONUMENTED       CGS
 NM0401
 NM0401                          STATION DESCRIPTION
 NM0401
 NM0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0401'2.8 MI NE FROM SALIX.
 NM0401'0.6 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE CHICAGO AND NORTH
 NM0401'WESTERN RAILWAY STATION AT SALIX, THENCE 0.5 MILE EAST ALONG
 NM0401'A GRADED DIRT ROAD, THENCE 1.65 MILES EAST ALONG A GRAVELED ROAD,
 NM0401'AT THE FARM HOME OF ELLEM O MALLEY, AND OCCUPIED BY GEORGE FRY,
 NM0401'93 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 10.4
 NM0401'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 15 FEET
 NM0401'EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 16.0 FEET NORTH
 NM0401'OF A POWER TRANSMISSION LINE POLE, 1.0 FOOT WEST OF A FENCE,
 NM0401'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5
 NM0401'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0372 ***********************************************************************
 NM0372  DESIGNATION -  Z 152
 NM0372  PID         -  NM0372
 NM0372  STATE/COUNTY-  IA/MONONA
 NM0372  USGS QUAD   -  HORNICK (1969)
 NM0372
 NM0372                         *CURRENT SURVEY CONTROL
 NM0372  ___________________________________________________________________
 NM0372* NAD 83(1986)-  42 12 43.     (N)    096 03 22.     (W)     SCALED    
 NM0372* NAVD 88     -       323.475  (meters)    1061.27   (feet)  ADJUSTED  
 NM0372  ___________________________________________________________________
 NM0372  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 NM0372  DYNAMIC HT  -         323.365 (meters)    1060.91  (feet)  COMP
 NM0372  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 NM0372
 NM0372  VERT ORDER  -  SECOND    CLASS 0
 NM0372
 NM0372.The horizontal coordinates were scaled from a topographic map and have
 NM0372.an estimated accuracy of +/- 6 seconds.
 NM0372
 NM0372.The orthometric height was determined by differential leveling
 NM0372.and adjusted by the National Geodetic Survey in June 1991..
 NM0372
 NM0372.The geoid height was determined by GEOID03.
 NM0372
 NM0372.The dynamic height is computed by dividing the NAVD 88
 NM0372.geopotential number by the normal gravity value computed on the
 NM0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0372.degrees latitude (g = 980.6199 gals.).
 NM0372
 NM0372.The modeled gravity was interpolated from observed gravity values.
 NM0372
 NM0372;                    North         East    Units  Estimated Accuracy
 NM0372;SPC IA N     - 1,082,270.    1,288,970.      MT  (+/- 180 meters Scaled)
 NM0372
 NM0372                          SUPERSEDED SURVEY CONTROL
 NM0372
 NM0372  NGVD 29 (??/??/92)  323.328  (m)         1060.79   (f) ADJ UNCH    2 0
 NM0372
 NM0372.Superseded values are not recommended for survey control.
 NM0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0372.See file dsdata.txt to determine how the superseded data were derived.
 NM0372
 NM0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM430775(NAD 83)
 NM0372_MARKER: Z = SEE DESCRIPTION
 NM0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0372_SP_SET: CORN CRIB
 NM0372_STAMPING: Z 152 1949
 NM0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0372
 NM0372  HISTORY     - Date     Condition        Report By
 NM0372  HISTORY     - 1949     MONUMENTED       CGS
 NM0372  HISTORY     - 1967     GOOD             USGS
 NM0372
 NM0372                          STATION DESCRIPTION
 NM0372
 NM0372'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NM0372'0.2 MI SE FROM HORNICK.
 NM0372'0.2 MILE SOUTHEAST ALONG A GRAVELED STREET FROM THE CHICAGO,
 NM0372'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT HORNICK,
 NM0372'THENCE 1.15 MILES EAST ALONG A PAVED ROAD, HIGHWAY 141, THENCE
 NM0372'1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.15 MILE EAST
 NM0372'ALONG A GRAVELED ROAD, AT A FARMHOUSE, 29.0 FEET NORTH OF THE
 NM0372'NORTHEAST CORNER OF A SHED ON THE EAST SIDE OF A CORN CRIB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NM0367 ***********************************************************************
 NM0367  DESIGNATION -  Z 153
 NM0367  PID         -  NM0367
 NM0367  STATE/COUNTY-  IA/WOODBURY
 NM0367  USGS QUAD   -  HORNICK (1969)
 NM0367
 NM0367                         *CURRENT SURVEY CONTROL
 NM0367  ___________________________________________________________________
 NM0367* NAD 83(1986)-  42 14 25.     (N)    096 05 14.     (W)     SCALED    
 NM0367* NAVD 88     -       324.567  (meters)    1064.85   (feet)  ADJUSTED  
 NM0367  ___________________________________________________________________
 NM0367  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 NM0367  DYNAMIC HT  -         324.458 (meters)    1064.49  (feet)  COMP
 NM0367  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 NM0367
 NM0367  VERT ORDER  -  SECOND    CLASS 0
 NM0367
 NM0367.The horizontal coordinates were scaled from a topographic map and have
 NM0367.an estimated accuracy of +/- 6 seconds.
 NM0367
 NM0367.The orthometric height was determined by differential leveling
 NM0367.and adjusted by the National Geodetic Survey in June 1991..
 NM0367
 NM0367.The geoid height was determined by GEOID03.
 NM0367
 NM0367.The dynamic height is computed by dividing the NAVD 88
 NM0367.geopotential number by the normal gravity value computed on the
 NM0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0367.degrees latitude (g = 980.6199 gals.).
 NM0367
 NM0367.The modeled gravity was interpolated from observed gravity values.
 NM0367
 NM0367;                    North         East    Units  Estimated Accuracy
 NM0367;SPC IA N     - 1,085,500.    1,286,490.      MT  (+/- 180 meters Scaled)
 NM0367
 NM0367                          SUPERSEDED SURVEY CONTROL
 NM0367
 NM0367  NGVD 29 (??/??/92)  324.416  (m)         1064.35   (f) ADJ UNCH    2 0
 NM0367
 NM0367.Superseded values are not recommended for survey control.
 NM0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0367.See file dsdata.txt to determine how the superseded data were derived.
 NM0367
 NM0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM403805(NAD 83)
 NM0367_MARKER: DB = BENCH MARK DISK
 NM0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0367_STAMPING: Z 153 1949
 NM0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0367+STABILITY: SURFACE MOTION
 NM0367
 NM0367  HISTORY     - Date     Condition        Report By
 NM0367  HISTORY     - 1949     MONUMENTED       CGS
 NM0367
 NM0367                          STATION DESCRIPTION
 NM0367
 NM0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0367'1.1 MI NE FROM HORNICK.
 NM0367'0.15 MILES NORTH ALONG STATE HIGHWAY 140 FROM THE WATER TOWER
 NM0367'AT HORNICK, THENCE 0.95 MILE NORTHEAST ALONG A GRAVELED ROAD,
 NM0367'AT THE FARM HOME OF C.C. KING, 108 FEET EAST OF THE CENTER LINE
 NM0367'OF THE NORTH-SOUTH ROAD, 46.0 FEET SOUTH OF THE SOUTHEAST CORNER
 NM0367'OF THE HOUSE, 13 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 NM0367'DRIVEWAY, 5.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 NM0367'WHITE BUILDING, 6.0 FEET EAST OF THE CENTER OF THE YARD GATE,
 NM0367'1.0 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A 5-FOOT
 NM0367'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0181 ***********************************************************************
 OQ0181  DESIGNATION -  Z 154
 OQ0181  PID         -  OQ0181
 OQ0181  STATE/COUNTY-  IA/SIOUX
 OQ0181  USGS QUAD   -  ALCESTER NE (1978)
 OQ0181
 OQ0181                         *CURRENT SURVEY CONTROL
 OQ0181  ___________________________________________________________________
 OQ0181* NAD 83(1986)-  43 13 58.     (N)    096 31 53.     (W)     SCALED    
 OQ0181* NAVD 88     -       387.019  (meters)    1269.74   (feet)  ADJUSTED  
 OQ0181  ___________________________________________________________________
 OQ0181  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 OQ0181  DYNAMIC HT  -         386.912 (meters)    1269.39  (feet)  COMP
 OQ0181  MODELED GRAV-     980,332.2   (mgal)                       NAVD 88
 OQ0181
 OQ0181  VERT ORDER  -  FIRST     CLASS II
 OQ0181
 OQ0181.The horizontal coordinates were scaled from a topographic map and have
 OQ0181.an estimated accuracy of +/- 6 seconds.
 OQ0181
 OQ0181.The orthometric height was determined by differential leveling
 OQ0181.and adjusted by the National Geodetic Survey in June 1991..
 OQ0181
 OQ0181.The geoid height was determined by GEOID03.
 OQ0181
 OQ0181.The dynamic height is computed by dividing the NAVD 88
 OQ0181.geopotential number by the normal gravity value computed on the
 OQ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0181.degrees latitude (g = 980.6199 gals.).
 OQ0181
 OQ0181.The modeled gravity was interpolated from observed gravity values.
 OQ0181
 OQ0181;                    North         East    Units  Estimated Accuracy
 OQ0181;SPC IA N     - 1,196,890.    1,253,810.      MT  (+/- 180 meters Scaled)
 OQ0181
 OQ0181                          SUPERSEDED SURVEY CONTROL
 OQ0181
 OQ0181  NGVD 29 (??/??/92)  386.787  (m)         1268.98   (f) ADJ UNCH    1 2
 OQ0181
 OQ0181.Superseded values are not recommended for survey control.
 OQ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0181.See file dsdata.txt to determine how the superseded data were derived.
 OQ0181
 OQ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN004896(NAD 83)
 OQ0181_MARKER: DB = BENCH MARK DISK
 OQ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0181_STAMPING: Z 154 1949
 OQ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0181+STABILITY: SURFACE MOTION
 OQ0181
 OQ0181  HISTORY     - Date     Condition        Report By
 OQ0181  HISTORY     - 1949     MONUMENTED       CGS
 OQ0181
 OQ0181                          STATION DESCRIPTION
 OQ0181
 OQ0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 OQ0181'2.6 MI NW FROM FAIRVIEW.
 OQ0181'2.55 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OQ0181'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT FAIRVIEW,
 OQ0181'2 POLES SOUTHEAST OF MILEPOST 44, 10 RAILS NORTHWEST OF A
 OQ0181'ROAD CROSSING, 6 RAILS NORTHWEST OF A 36-INCH CONCRETE TUBE
 OQ0181'CULVERT, 47.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 10.7 FEET
 OQ0181'SOUTHWEST OF A POLE, 1.0 FOOT NORTHEAST OF A RIGHT-OF-WAY
 OQ0181'FENCE, 1.5 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE
 OQ0181'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0417 ***********************************************************************
 MH0417  DESIGNATION -  Z 155
 MH0417  PID         -  MH0417
 MH0417  STATE/COUNTY-  IA/DALLAS
 MH0417  USGS QUAD   -  WAUKEE (1976)
 MH0417
 MH0417                         *CURRENT SURVEY CONTROL
 MH0417  ___________________________________________________________________
 MH0417* NAD 83(1986)-  41 32 20.     (N)    093 57 46.     (W)     SCALED    
 MH0417* NAVD 88     -       268.495  (meters)     880.89   (feet)  ADJUSTED  
 MH0417  ___________________________________________________________________
 MH0417  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 MH0417  DYNAMIC HT  -         268.376 (meters)     880.50  (feet)  COMP
 MH0417  MODELED GRAV-     980,172.7   (mgal)                       NAVD 88
 MH0417
 MH0417  VERT ORDER  -  FIRST     CLASS II
 MH0417
 MH0417.The horizontal coordinates were scaled from a topographic map and have
 MH0417.an estimated accuracy of +/- 6 seconds.
 MH0417
 MH0417.The orthometric height was determined by differential leveling
 MH0417.and adjusted by the National Geodetic Survey in June 1991..
 MH0417
 MH0417.The geoid height was determined by GEOID03.
 MH0417
 MH0417.The dynamic height is computed by dividing the NAVD 88
 MH0417.geopotential number by the normal gravity value computed on the
 MH0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0417.degrees latitude (g = 980.6199 gals.).
 MH0417
 MH0417.The modeled gravity was interpolated from observed gravity values.
 MH0417
 MH0417;                    North         East    Units  Estimated Accuracy
 MH0417;SPC IA S     -   171,000.      461,380.      MT  (+/- 180 meters Scaled)
 MH0417
 MH0417                          SUPERSEDED SURVEY CONTROL
 MH0417
 MH0417  NGVD 29 (??/??/92)  268.435  (m)          880.69   (f) ADJ UNCH    1 2
 MH0417
 MH0417.Superseded values are not recommended for survey control.
 MH0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0417.See file dsdata.txt to determine how the superseded data were derived.
 MH0417
 MH0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF196990(NAD 83)
 MH0417_MARKER: DB = BENCH MARK DISK
 MH0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0417_STAMPING: Z 155 1950
 MH0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0417+STABILITY: SURFACE MOTION
 MH0417
 MH0417  HISTORY     - Date     Condition        Report By
 MH0417  HISTORY     - 1950     MONUMENTED       CGS
 MH0417
 MH0417                          STATION DESCRIPTION
 MH0417
 MH0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MH0417'0.6 MI NW FROM VAN METER.
 MH0417'0.65 MILE NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0417'RAILROAD FROM THE STATION AT VAN METER, AT A ROAD CROSSING,
 MH0417'0.25 MILE NORTHWEST OF MILEPOST 377.  62 FEET NORTHWEST OF THE
 MH0417'CENTER LINE OF A ROAD, 39 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 MH0417'45 FEET NORTH OF THE CENTER OF A GATE IN A NORTHWEST AND SOUTHEAST
 MH0417'FENCE, 14 FEET NORTHEAST OF THE CENTER OF A GATE IN A NORTHEAST
 MH0417'AND SOUTHWEST FENCE, 3.4 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 MH0417'SOUTHEAST OF A FENCE, 2.1 FEET SOUTHWEST OF A WITNESS POST,
 MH0417'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MH0417'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0948 ***********************************************************************
 LF0948  DESIGNATION -  Z 156
 LF0948  PID         -  LF0948
 LF0948  STATE/COUNTY-  IA/FREMONT
 LF0948  USGS QUAD   -  RIVERTON (1981)
 LF0948
 LF0948                         *CURRENT SURVEY CONTROL
 LF0948  ___________________________________________________________________
 LF0948* NAD 83(1986)-  40 42 12.     (N)    095 33 43.     (W)     SCALED    
 LF0948* NAVD 88     -       288.436  (meters)     946.31   (feet)  ADJUSTED  
 LF0948  ___________________________________________________________________
 LF0948  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LF0948  DYNAMIC HT  -         288.282 (meters)     945.81  (feet)  COMP
 LF0948  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 LF0948
 LF0948  VERT ORDER  -  SECOND    CLASS 0
 LF0948
 LF0948.The horizontal coordinates were scaled from a topographic map and have
 LF0948.an estimated accuracy of +/- 6 seconds.
 LF0948
 LF0948.The orthometric height was determined by differential leveling
 LF0948.and adjusted by the National Geodetic Survey in June 1991..
 LF0948
 LF0948.The geoid height was determined by GEOID03.
 LF0948
 LF0948.The dynamic height is computed by dividing the NAVD 88
 LF0948.geopotential number by the normal gravity value computed on the
 LF0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0948.degrees latitude (g = 980.6199 gals.).
 LF0948
 LF0948.The modeled gravity was interpolated from observed gravity values.
 LF0948
 LF0948;                    North         East    Units  Estimated Accuracy
 LF0948;SPC IA S     -    80,170.      325,760.      MT  (+/- 180 meters Scaled)
 LF0948
 LF0948                          SUPERSEDED SURVEY CONTROL
 LF0948
 LF0948  NGVD 29 (??/??/92)  288.330  (m)          945.96   (f) ADJ UNCH    2 0
 LF0948
 LF0948.Superseded values are not recommended for survey control.
 LF0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0948.See file dsdata.txt to determine how the superseded data were derived.
 LF0948
 LF0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF835089(NAD 83)
 LF0948_MARKER: DB = BENCH MARK DISK
 LF0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0948_STAMPING: Z 156 1949
 LF0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0948+STABILITY: SURFACE MOTION
 LF0948
 LF0948  HISTORY     - Date     Condition        Report By
 LF0948  HISTORY     - 1949     MONUMENTED       CGS
 LF0948
 LF0948                          STATION DESCRIPTION
 LF0948
 LF0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0948'1 MI NE FROM RIVERTON.
 LF0948'0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0948'FROM THE STATION AT RIVERTON, THENCE 0.7 MILE NORTH ALONG A
 LF0948'GRAVELED ROAD, IN LINE WITH A ROW OF POWER POLES, 124.8 FEET
 LF0948'SOUTHWEST OF THE SOUTHWEST CORNER OF THE MOST WESTERLY OF TWO
 LF0948'FARMHOUSES, 43 FEET EAST OF THE CENTER LINE OF THE NORTH AND
 LF0948'SOUTH GRAVELED ROAD, 1.6 FEET EAST OF A WITNESS POST, SET IN THE
 LF0948'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0259 ***********************************************************************
 LF0259  DESIGNATION -  Z 157
 LF0259  PID         -  LF0259
 LF0259  STATE/COUNTY-  IA/FREMONT
 LF0259  USGS QUAD   -  SHENANDOAH WEST (1978)
 LF0259
 LF0259                         *CURRENT SURVEY CONTROL
 LF0259  ___________________________________________________________________
 LF0259* NAD 83(1986)-  40 50 09.     (N)    095 24 45.     (W)     SCALED    
 LF0259* NAVD 88     -       306.040  (meters)    1004.07   (feet)  ADJUSTED  
 LF0259  ___________________________________________________________________
 LF0259  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LF0259  DYNAMIC HT  -         305.877 (meters)    1003.53  (feet)  COMP
 LF0259  MODELED GRAV-     980,087.1   (mgal)                       NAVD 88
 LF0259
 LF0259  VERT ORDER  -  SECOND    CLASS 0
 LF0259
 LF0259.The horizontal coordinates were scaled from a topographic map and have
 LF0259.an estimated accuracy of +/- 6 seconds.
 LF0259
 LF0259.The orthometric height was determined by differential leveling
 LF0259.and adjusted by the National Geodetic Survey in June 1991..
 LF0259
 LF0259.The geoid height was determined by GEOID03.
 LF0259
 LF0259.The dynamic height is computed by dividing the NAVD 88
 LF0259.geopotential number by the normal gravity value computed on the
 LF0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0259.degrees latitude (g = 980.6199 gals.).
 LF0259
 LF0259.The modeled gravity was interpolated from observed gravity values.
 LF0259
 LF0259;                    North         East    Units  Estimated Accuracy
 LF0259;SPC IA S     -    94,590.      338,710.      MT  (+/- 180 meters Scaled)
 LF0259
 LF0259                          SUPERSEDED SURVEY CONTROL
 LF0259
 LF0259  NGVD 29 (??/??/92)  305.922  (m)         1003.68   (f) ADJ UNCH    2 0
 LF0259
 LF0259.Superseded values are not recommended for survey control.
 LF0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0259.See file dsdata.txt to determine how the superseded data were derived.
 LF0259
 LF0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF965233(NAD 83)
 LF0259_MARKER: DB = BENCH MARK DISK
 LF0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0259_STAMPING: Z 157 1949
 LF0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0259+STABILITY: SURFACE MOTION
 LF0259
 LF0259  HISTORY     - Date     Condition        Report By
 LF0259  HISTORY     - 1949     MONUMENTED       CGS
 LF0259
 LF0259                          STATION DESCRIPTION
 LF0259
 LF0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF0259'3.3 MI S FROM IMOGENE.
 LF0259'3.3 MILES SOUTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 LF0259'IMOGENE, 78 YARDS (PACED) NORTH OF THE NORTH END OF RAILROAD
 LF0259'TRESTLE 1192, 44 FEET EAST OF THE EAST RAIL OF THE TRACK, 2.2
 LF0259'FEET WEST OF THE RIGHT OF WAY FENCE, 1.5 FEET NORTH OF A
 LF0259'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LF0259'0.6 OF A FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ1007 ***********************************************************************
 MJ1007  DESIGNATION -  Z 158
 MJ1007  PID         -  MJ1007
 MJ1007  STATE/COUNTY-  IA/MONONA
 MJ1007  USGS QUAD   -  MOORHEAD NW (1971)
 MJ1007
 MJ1007                         *CURRENT SURVEY CONTROL
 MJ1007  ___________________________________________________________________
 MJ1007* NAD 83(1986)-  41 58 20.     (N)    095 58 57.     (W)     SCALED    
 MJ1007* NAVD 88     -       316.743  (meters)    1039.18   (feet)  ADJUSTED  
 MJ1007  ___________________________________________________________________
 MJ1007  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 MJ1007  DYNAMIC HT  -         316.623 (meters)    1038.79  (feet)  COMP
 MJ1007  MODELED GRAV-     980,236.9   (mgal)                       NAVD 88
 MJ1007
 MJ1007  VERT ORDER  -  SECOND    CLASS 0
 MJ1007
 MJ1007.The horizontal coordinates were scaled from a topographic map and have
 MJ1007.an estimated accuracy of +/- 6 seconds.
 MJ1007
 MJ1007.The orthometric height was determined by differential leveling
 MJ1007.and adjusted by the National Geodetic Survey in June 1991..
 MJ1007
 MJ1007.The geoid height was determined by GEOID03.
 MJ1007
 MJ1007.The dynamic height is computed by dividing the NAVD 88
 MJ1007.geopotential number by the normal gravity value computed on the
 MJ1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1007.degrees latitude (g = 980.6199 gals.).
 MJ1007
 MJ1007.The modeled gravity was interpolated from observed gravity values.
 MJ1007
 MJ1007;                    North         East    Units  Estimated Accuracy
 MJ1007;SPC IA N     - 1,055,470.    1,294,260.      MT  (+/- 180 meters Scaled)
 MJ1007
 MJ1007                          SUPERSEDED SURVEY CONTROL
 MJ1007
 MJ1007  NGVD 29 (??/??/92)  316.594  (m)         1038.69   (f) ADJ UNCH    2 0
 MJ1007
 MJ1007.Superseded values are not recommended for survey control.
 MJ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1007.See file dsdata.txt to determine how the superseded data were derived.
 MJ1007
 MJ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG528509(NAD 83)
 MJ1007_MARKER: DB = BENCH MARK DISK
 MJ1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ1007_STAMPING: Z 158 1949
 MJ1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1007+STABILITY: SURFACE MOTION
 MJ1007
 MJ1007  HISTORY     - Date     Condition        Report By
 MJ1007  HISTORY     - 1949     MONUMENTED       CGS
 MJ1007
 MJ1007                          STATION DESCRIPTION
 MJ1007
 MJ1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ1007'4.5 MI SW FROM TURIN.
 MJ1007'0.8 MILE WEST ALONG IOWA STATE HIGHWAY 37 AND 175 FROM THE POST
 MJ1007'OFFICE AT TURIN, THENCE 2.9 MILES SOUTH ALONG A WINDING GRADED
 MJ1007'DIRT ROAD, THENCE 0.8 MILE SOUTH ALONG A GRADED DIRT ROAD, 45
 MJ1007'FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET LOWER
 MJ1007'THAN THE ROAD, 1.4 FEET WEST OF A REFERENCE POST, AND SET IN
 MJ1007'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 MJ1007'THIS BENCH MARK IS 0.8 MILE SOUTH OF BENCH MARK J 158.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0417 ***********************************************************************
 NL0417  DESIGNATION -  Z 159
 NL0417  PID         -  NL0417
 NL0417  STATE/COUNTY-  IA/MONONA
 NL0417  USGS QUAD   -  CASTANA (1982)
 NL0417
 NL0417                         *CURRENT SURVEY CONTROL
 NL0417  ___________________________________________________________________
 NL0417* NAD 83(1986)-  42 02 55.     (N)    095 55 03.     (W)     SCALED    
 NL0417* NAVD 88     -       322.766  (meters)    1058.94   (feet)  ADJUSTED  
 NL0417  ___________________________________________________________________
 NL0417  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 NL0417  DYNAMIC HT  -         322.644 (meters)    1058.54  (feet)  COMP
 NL0417  MODELED GRAV-     980,235.5   (mgal)                       NAVD 88
 NL0417
 NL0417  VERT ORDER  -  SECOND    CLASS 0
 NL0417
 NL0417.The horizontal coordinates were scaled from a topographic map and have
 NL0417.an estimated accuracy of +/- 6 seconds.
 NL0417
 NL0417.The orthometric height was determined by differential leveling
 NL0417.and adjusted by the National Geodetic Survey in June 1991..
 NL0417
 NL0417.The geoid height was determined by GEOID03.
 NL0417
 NL0417.The dynamic height is computed by dividing the NAVD 88
 NL0417.geopotential number by the normal gravity value computed on the
 NL0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0417.degrees latitude (g = 980.6199 gals.).
 NL0417
 NL0417.The modeled gravity was interpolated from observed gravity values.
 NL0417
 NL0417;                    North         East    Units  Estimated Accuracy
 NL0417;SPC IA N     - 1,063,800.    1,299,890.      MT  (+/- 180 meters Scaled)
 NL0417
 NL0417                          SUPERSEDED SURVEY CONTROL
 NL0417
 NL0417  NGVD 29 (??/??/92)  322.618  (m)         1058.46   (f) ADJ UNCH    2 0
 NL0417
 NL0417.Superseded values are not recommended for survey control.
 NL0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0417.See file dsdata.txt to determine how the superseded data were derived.
 NL0417
 NL0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG585592(NAD 83)
 NL0417_MARKER: DB = BENCH MARK DISK
 NL0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0417_SP_SET: CULVERT
 NL0417_STAMPING: Z 159 1949
 NL0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0417
 NL0417  HISTORY     - Date     Condition        Report By
 NL0417  HISTORY     - 1949     MONUMENTED       CGS
 NL0417  HISTORY     - 1973     GOOD             NGS
 NL0417  HISTORY     - 1981     GOOD             LOCENG
 NL0417
 NL0417                          STATION DESCRIPTION
 NL0417
 NL0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NL0417'1.8 MI S FROM CASTANA.
 NL0417'1.75 MILES SOUTH ALONG STATE HIGHWAY 175 FROM THE CENTER OF
 NL0417'CASTANA, 0.1 MILE WEST OF A BLUFF, 142 FEET SOUTHEAST OF THE
 NL0417'SOUTHEAST CORNER OF THE EAST CONCRETE HEADWALL OF A BOX CULVERT,
 NL0417'21 FEET SOUTH OF THE NORTH END STEEL PIPE GATE POST, 3.3 FEET
 NL0417'NORTHEAST OF A METAL POST WITH SIGN, UNDERGROUND CABLE, 1.8 FEET
 NL0417'EAST OF A NORTH-SOUTH FENCE AND 1 FOOT SOUTHEAST OF A METAL
 NL0417'WITNESS POST.
 NL0417
 NL0417                          STATION RECOVERY (1981)
 NL0417
 NL0417'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 NL0417'1.8 MILES SOUTH ALONG STATE HIGHWAY 175 FROM THE GRAIN ELEVATOR AT
 NL0417'CASTANA, 107 FEET EAST OF THE CENTERLINE OF THE HIGHWAY 142 FEET
 NL0417'SOUTH EAST OF THE SOUTHEAST CORNER OF CONCRETE HEADWALL OF CONCRETE
 NL0417'BOX UNDER STATE HIGHWAY 175, 13 FEET SOUTH OF CENTERLINE OF FIELD
 NL0417'ENTRANCE, 1.8 FEET EAST OF FENCE LINE, 1.2 FEET NORTH OF WITNESS
 NL0417'POST, AND SET IN THE TOP OF A 5 FOOT CONCRETE POST PROJECTING 0.4
 NL0417'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0564 ***********************************************************************
 OP0564  DESIGNATION -  Z 16
 OP0564  PID         -  OP0564
 OP0564  STATE/COUNTY-  IA/OSCEOLA
 OP0564  USGS QUAD   -  SIBLEY EAST (1972)
 OP0564
 OP0564                         *CURRENT SURVEY CONTROL
 OP0564  ___________________________________________________________________
 OP0564* NAD 83(1986)-  43 26 25.     (N)    095 43 25.     (W)     SCALED    
 OP0564* NAVD 88     -       483.527  (meters)    1586.37   (feet)  ADJUSTED  
 OP0564  ___________________________________________________________________
 OP0564  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 OP0564  DYNAMIC HT  -         483.403 (meters)    1585.96  (feet)  COMP
 OP0564  MODELED GRAV-     980,347.6   (mgal)                       NAVD 88
 OP0564
 OP0564  VERT ORDER  -  SECOND    CLASS 0
 OP0564
 OP0564.The horizontal coordinates were scaled from a topographic map and have
 OP0564.an estimated accuracy of +/- 6 seconds.
 OP0564
 OP0564.The orthometric height was determined by differential leveling
 OP0564.and adjusted by the National Geodetic Survey in June 1991..
 OP0564
 OP0564.The geoid height was determined by GEOID03.
 OP0564
 OP0564.The dynamic height is computed by dividing the NAVD 88
 OP0564.geopotential number by the normal gravity value computed on the
 OP0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0564.degrees latitude (g = 980.6199 gals.).
 OP0564
 OP0564.The modeled gravity was interpolated from observed gravity values.
 OP0564
 OP0564;                    North         East    Units  Estimated Accuracy
 OP0564;SPC IA N     - 1,217,900.    1,320,000.      MT  (+/- 180 meters Scaled)
 OP0564
 OP0564                          SUPERSEDED SURVEY CONTROL
 OP0564
 OP0564  NGVD 29 (??/??/92)  483.319  (m)         1585.69   (f) ADJ UNCH    2 0
 OP0564
 OP0564.Superseded values are not recommended for survey control.
 OP0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0564.See file dsdata.txt to determine how the superseded data were derived.
 OP0564
 OP0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ795133(NAD 83)
 OP0564_MARKER: DB = BENCH MARK DISK
 OP0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0564_STAMPING: Z 16 1934
 OP0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0564+STABILITY: SURFACE MOTION
 OP0564
 OP0564  HISTORY     - Date     Condition        Report By
 OP0564  HISTORY     - 1934     MONUMENTED       CGS
 OP0564
 OP0564                          STATION DESCRIPTION
 OP0564
 OP0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0564'3.3 MI NE FROM SIBLEY.
 OP0564'3.3 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 OP0564'RAILWAY FROM THE STATION AT SIBLEY, OSCEOLA COUNTY, 52 FEET NORTHWEST
 OP0564'OF THE NORTHWEST RAIL, AND 5.5 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE
 OP0564'CORNER.  A STANDARD DISK, STAMPED Z 16 1934 AND SET IN THE TOP OF A
 OP0564'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0396 ***********************************************************************
 NL0396  DESIGNATION -  Z 160
 NL0396  PID         -  NL0396
 NL0396  STATE/COUNTY-  IA/MONONA
 NL0396  USGS QUAD   -  SMITHLAND (1969)
 NL0396
 NL0396                         *CURRENT SURVEY CONTROL
 NL0396  ___________________________________________________________________
 NL0396* NAD 83(1986)-  42 09 26.     (N)    095 57 08.     (W)     SCALED    
 NL0396* NAVD 88     -       334.486  (meters)    1097.39   (feet)  ADJUSTED  
 NL0396  ___________________________________________________________________
 NL0396  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 NL0396  DYNAMIC HT  -         334.364 (meters)    1096.99  (feet)  COMP
 NL0396  MODELED GRAV-     980,246.9   (mgal)                       NAVD 88
 NL0396
 NL0396  VERT ORDER  -  SECOND    CLASS 0
 NL0396
 NL0396.The horizontal coordinates were scaled from a topographic map and have
 NL0396.an estimated accuracy of +/- 6 seconds.
 NL0396
 NL0396.The orthometric height was determined by differential leveling
 NL0396.and adjusted by the National Geodetic Survey in June 1991..
 NL0396
 NL0396.The geoid height was determined by GEOID03.
 NL0396
 NL0396.The dynamic height is computed by dividing the NAVD 88
 NL0396.geopotential number by the normal gravity value computed on the
 NL0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0396.degrees latitude (g = 980.6199 gals.).
 NL0396
 NL0396.The modeled gravity was interpolated from observed gravity values.
 NL0396
 NL0396;                    North         East    Units  Estimated Accuracy
 NL0396;SPC IA N     - 1,075,940.    1,297,360.      MT  (+/- 180 meters Scaled)
 NL0396
 NL0396                          SUPERSEDED SURVEY CONTROL
 NL0396
 NL0396  NGVD 29 (??/??/92)  334.341  (m)         1096.92   (f) ADJ UNCH    2 0
 NL0396
 NL0396.Superseded values are not recommended for survey control.
 NL0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0396.See file dsdata.txt to determine how the superseded data were derived.
 NL0396
 NL0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG560714(NAD 83)
 NL0396_MARKER: DB = BENCH MARK DISK
 NL0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0396_SP_SET: CULVERT
 NL0396_STAMPING: Z 160 1949
 NL0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0396
 NL0396  HISTORY     - Date     Condition        Report By
 NL0396  HISTORY     - 1949     MONUMENTED       CGS
 NL0396  HISTORY     - 1969     MARK NOT FOUND   NGS
 NL0396  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 NL0396
 NL0396                          STATION DESCRIPTION
 NL0396
 NL0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NL0396'0.6 MI S FROM TICONIC.
 NL0396'0.65 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE METHODIST CHURCH
 NL0396'AT TICONIC, SET IN THE MIDDLE OF THE HEADWALL OF AN 11 FOOT
 NL0396'CONCRETE CULVERT, 12 FEET EAST OF THE CENTER LINE OF THE ROAD,
 NL0396'AND 3.6 FEET ABOVE THE LEVEL OF THE ROAD.
 NL0396
 NL0396                          STATION RECOVERY (1969)
 NL0396
 NL0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NL0396'MARK NOT FOUND.
 NL0396
 NL0396                          STATION RECOVERY (1981)
 NL0396
 NL0396'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 NL0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0091 ***********************************************************************
 MJ0091  DESIGNATION -  Z 161
 MJ0091  PID         -  MJ0091
 MJ0091  STATE/COUNTY-  IA/MADISON
 MJ0091  USGS QUAD   -  EARLHAM EAST (1983)
 MJ0091
 MJ0091                         *CURRENT SURVEY CONTROL
 MJ0091  ___________________________________________________________________
 MJ0091* NAD 83(1986)-  41 29 27.     (N)    094 04 50.     (W)     SCALED    
 MJ0091* NAVD 88     -       317.188  (meters)    1040.64   (feet)  ADJUSTED  
 MJ0091  ___________________________________________________________________
 MJ0091  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 MJ0091  DYNAMIC HT  -         317.047 (meters)    1040.18  (feet)  COMP
 MJ0091  MODELED GRAV-     980,171.1   (mgal)                       NAVD 88
 MJ0091
 MJ0091  VERT ORDER  -  FIRST     CLASS II
 MJ0091
 MJ0091.The horizontal coordinates were scaled from a topographic map and have
 MJ0091.an estimated accuracy of +/- 6 seconds.
 MJ0091
 MJ0091.The orthometric height was determined by differential leveling
 MJ0091.and adjusted by the National Geodetic Survey in June 1991..
 MJ0091
 MJ0091.The geoid height was determined by GEOID03.
 MJ0091
 MJ0091.The dynamic height is computed by dividing the NAVD 88
 MJ0091.geopotential number by the normal gravity value computed on the
 MJ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0091.degrees latitude (g = 980.6199 gals.).
 MJ0091
 MJ0091.The modeled gravity was interpolated from observed gravity values.
 MJ0091
 MJ0091;                    North         East    Units  Estimated Accuracy
 MJ0091;SPC IA S     -   165,720.      451,520.      MT  (+/- 180 meters Scaled)
 MJ0091
 MJ0091                          SUPERSEDED SURVEY CONTROL
 MJ0091
 MJ0091  NGVD 29 (??/??/92)  317.127  (m)         1040.44   (f) ADJ UNCH    1 2
 MJ0091
 MJ0091.Superseded values are not recommended for survey control.
 MJ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0091.See file dsdata.txt to determine how the superseded data were derived.
 MJ0091
 MJ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF098938(NAD 83)
 MJ0091_MARKER: DB = BENCH MARK DISK
 MJ0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0091_SP_SET: CULVERT
 MJ0091_STAMPING: Z 161 1950
 MJ0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0091
 MJ0091  HISTORY     - Date     Condition        Report By
 MJ0091  HISTORY     - 1950     MONUMENTED       CGS
 MJ0091  HISTORY     - 1980     MARK NOT FOUND   USGS
 MJ0091
 MJ0091                          STATION DESCRIPTION
 MJ0091
 MJ0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0091'2.2 MI E FROM EARLHAM.
 MJ0091'2.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 MJ0091'FROM THE STATION AT EARLHAM, AT A ROAD CROSSING, 103 FEET WEST
 MJ0091'OF THE CENTER LINE OF THE ROAD, 3.2 FEET SOUTH OF THE SOUTH
 MJ0091'RAIL, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF
 MJ0091'A CONCRETE CULVERT WHICH IS USED AS A CATTLE UNDERPASS.
 MJ0091
 MJ0091                          STATION RECOVERY (1980)
 MJ0091
 MJ0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MJ0091'MARK MAY BE COVERED BY PLANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0202 ***********************************************************************
 MJ0202  DESIGNATION -  Z 162
 MJ0202  PID         -  MJ0202
 MJ0202  STATE/COUNTY-  IA/GUTHRIE
 MJ0202  USGS QUAD   -  CASEY (1971)
 MJ0202
 MJ0202                         *CURRENT SURVEY CONTROL
 MJ0202  ___________________________________________________________________
 MJ0202* NAD 83(1986)-  41 30 59.     (N)    094 33 18.     (W)     SCALED    
 MJ0202* NAVD 88     -       379.715  (meters)    1245.78   (feet)  ADJUSTED  
 MJ0202  ___________________________________________________________________
 MJ0202  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 MJ0202  DYNAMIC HT  -         379.574 (meters)    1245.32  (feet)  COMP
 MJ0202  MODELED GRAV-     980,238.8   (mgal)                       NAVD 88
 MJ0202
 MJ0202  VERT ORDER  -  FIRST     CLASS II
 MJ0202
 MJ0202.The horizontal coordinates were scaled from a topographic map and have
 MJ0202.an estimated accuracy of +/- 6 seconds.
 MJ0202
 MJ0202.The orthometric height was determined by differential leveling
 MJ0202.and adjusted by the National Geodetic Survey in June 1991..
 MJ0202
 MJ0202.The geoid height was determined by GEOID03.
 MJ0202
 MJ0202.The dynamic height is computed by dividing the NAVD 88
 MJ0202.geopotential number by the normal gravity value computed on the
 MJ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0202.degrees latitude (g = 980.6199 gals.).
 MJ0202
 MJ0202.The modeled gravity was interpolated from observed gravity values.
 MJ0202
 MJ0202;                    North         East    Units  Estimated Accuracy
 MJ0202;SPC IA S     -   168,930.      411,940.      MT  (+/- 180 meters Scaled)
 MJ0202
 MJ0202                          SUPERSEDED SURVEY CONTROL
 MJ0202
 MJ0202  NGVD 29 (??/??/92)  379.667  (m)         1245.62   (f) ADJ UNCH    1 2
 MJ0202
 MJ0202.Superseded values are not recommended for survey control.
 MJ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0202.See file dsdata.txt to determine how the superseded data were derived.
 MJ0202
 MJ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF702972(NAD 83)
 MJ0202_MARKER: DB = BENCH MARK DISK
 MJ0202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0202_SP_SET: BRIDGE
 MJ0202_STAMPING: Z 162 1950
 MJ0202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0202
 MJ0202  HISTORY     - Date     Condition        Report By
 MJ0202  HISTORY     - 1950     MONUMENTED       CGS
 MJ0202
 MJ0202                          STATION DESCRIPTION
 MJ0202
 MJ0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0202'2 MI W FROM CASEY.
 MJ0202'2.0 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, ROCK ISLAND
 MJ0202'AND PACIFIC RAILROAD STATION AT CASEY, 0.2 MILE SOUTHEAST OF A
 MJ0202'CURVE IN THE HIGHWAY, 75 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MJ0202'HIGHWAY, 4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE CHICAGO,
 MJ0202'ROCK ISLAND AND PACIFIC RAILROAD, 4 FEET BELOW THE LEVEL OF THE
 MJ0202'TRACK, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 MJ0202'ABUTMENT OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0559 ***********************************************************************
 LD0559  DESIGNATION -  Z 163
 LD0559  PID         -  LD0559
 LD0559  STATE/COUNTY-  IA/LEE
 LD0559  USGS QUAD   -  KEOKUK (1975)
 LD0559
 LD0559                         *CURRENT SURVEY CONTROL
 LD0559  ___________________________________________________________________
 LD0559* NAD 83(1986)-  40 27 52.     (N)    091 26 04.     (W)     SCALED    
 LD0559* NAVD 88     -       204.29   (+/-2cm)     670.2    (feet)  VERTCON   
 LD0559  ___________________________________________________________________
 LD0559  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0559
 LD0559  VERT ORDER  -  THIRD (See Below)
 LD0559
 LD0559.This mark is at Keokuk Municipal Airport (EOK)
 LD0559
 LD0559.The horizontal coordinates were scaled from a topographic map and have
 LD0559.an estimated accuracy of +/- 6 seconds.
 LD0559
 LD0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0559.The vertical order pertains to the NGVD 29 superseded value.
 LD0559
 LD0559.The geoid height was determined by GEOID03.
 LD0559
 LD0559;                    North         East    Units  Estimated Accuracy
 LD0559;SPC IA S     -    53,660.      675,170.      MT  (+/- 180 meters Scaled)
 LD0559
 LD0559                          SUPERSEDED SURVEY CONTROL
 LD0559
 LD0559  NGVD 29 (??/??/??)  204.33   (m)          670.4    (f) RESET       3  
 LD0559
 LD0559.Superseded values are not recommended for survey control.
 LD0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0559.See file dsdata.txt to determine how the superseded data were derived.
 LD0559
 LD0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE327804(NAD 83)
 LD0559_MARKER: DB = BENCH MARK DISK
 LD0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0559_STAMPING: Z 163 1952
 LD0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0559+STABILITY: SURFACE MOTION
 LD0559
 LD0559  HISTORY     - Date     Condition        Report By
 LD0559  HISTORY     - 1952     MONUMENTED       CGS
 LD0559
 LD0559                          STATION DESCRIPTION
 LD0559
 LD0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LD0559'7 MI NW FROM KEOKUK.
 LD0559'ABOUT 7 MILES NORTHWEST ALONG ROADS FROM KEOKUK, LEE COUNTY, AT
 LD0559'THE KEOKUK MUNICIPAL AIRPORT, AT THE SOUTHEAST ENTRANCE TO THE
 LD0559'HANGAR, AND 3 FEET SOUTHWEST OF THE SOUTHEAST SIDE OF A LARGE
 LD0559'OPENING TO THE HANGAR SLIDING DOORS.  A STANDARD DISK, SET IN
 LD0559'CONCRETE APRON AND STAMPED Z 163 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0486 ***********************************************************************
 OP0486  DESIGNATION -  Z 17
 OP0486  PID         -  OP0486
 OP0486  STATE/COUNTY-  IA/CLAY
 OP0486  USGS QUAD   -  EVERLY (1970)
 OP0486
 OP0486                         *CURRENT SURVEY CONTROL
 OP0486  ___________________________________________________________________
 OP0486* NAD 83(1986)-  43 09 51.     (N)    095 21 35.     (W)     SCALED    
 OP0486* NAVD 88     -       413.682  (meters)    1357.22   (feet)  ADJUSTED  
 OP0486  ___________________________________________________________________
 OP0486  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 OP0486  DYNAMIC HT  -         413.552 (meters)    1356.80  (feet)  COMP
 OP0486  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 OP0486
 OP0486  VERT ORDER  -  SECOND    CLASS 0
 OP0486
 OP0486.The horizontal coordinates were scaled from a topographic map and have
 OP0486.an estimated accuracy of +/- 6 seconds.
 OP0486
 OP0486.The orthometric height was determined by differential leveling
 OP0486.and adjusted by the National Geodetic Survey in June 1991..
 OP0486
 OP0486.The geoid height was determined by GEOID03.
 OP0486
 OP0486.The dynamic height is computed by dividing the NAVD 88
 OP0486.geopotential number by the normal gravity value computed on the
 OP0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0486.degrees latitude (g = 980.6199 gals.).
 OP0486
 OP0486.The modeled gravity was interpolated from observed gravity values.
 OP0486
 OP0486;                    North         East    Units  Estimated Accuracy
 OP0486;SPC IA N     - 1,186,520.    1,348,780.      MT  (+/- 180 meters Scaled)
 OP0486
 OP0486                          SUPERSEDED SURVEY CONTROL
 OP0486
 OP0486  NGVD 29 (??/??/92)  413.519  (m)         1356.69   (f) ADJ UNCH    2 0
 OP0486
 OP0486.Superseded values are not recommended for survey control.
 OP0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0486.See file dsdata.txt to determine how the superseded data were derived.
 OP0486
 OP0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH081817(NAD 83)
 OP0486_MARKER: DB = BENCH MARK DISK
 OP0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0486_STAMPING: Z 17 1934
 OP0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0486+STABILITY: SURFACE MOTION
 OP0486
 OP0486  HISTORY     - Date     Condition        Report By
 OP0486  HISTORY     - 1934     MONUMENTED       CGS
 OP0486
 OP0486                          STATION DESCRIPTION
 OP0486
 OP0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0486'1.5 MI W FROM EVERLY.
 OP0486'1.5 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0486'RAILROAD FROM THE STATION AT EVERLY, CLAY COUNTY, BACK OF MILEPOST
 OP0486'228, 310 YARDS EAST OF THE EAST END OF THE BRIDGE OVER OCHEYEDAN
 OP0486'RIVER, 45.8 FEET SOUTH OF THE SOUTH RAIL, AND 1.3 FEET NORTH OF THE
 OP0486'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Z 17 1934 AND SET IN THE
 OP0486'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0155 ***********************************************************************
 NJ0155  DESIGNATION -  Z 175
 NJ0155  PID         -  NJ0155
 NJ0155  STATE/COUNTY-  IA/JACKSON
 NJ0155  USGS QUAD   -  BELLEVUE (1968)
 NJ0155
 NJ0155                         *CURRENT SURVEY CONTROL
 NJ0155  ___________________________________________________________________
 NJ0155* NAD 83(1986)-  42 18 46.     (N)    090 28 26.     (W)     SCALED    
 NJ0155* NAVD 88     -       301.324  (meters)     988.59   (feet)  ADJUSTED  
 NJ0155  ___________________________________________________________________
 NJ0155  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 NJ0155  DYNAMIC HT  -         301.229 (meters)     988.28  (feet)  COMP
 NJ0155  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 NJ0155
 NJ0155  VERT ORDER  -  FIRST     CLASS I
 NJ0155
 NJ0155.The horizontal coordinates were scaled from a topographic map and have
 NJ0155.an estimated accuracy of +/- 6 seconds.
 NJ0155
 NJ0155.The orthometric height was determined by differential leveling
 NJ0155.and adjusted by the National Geodetic Survey in June 1991..
 NJ0155
 NJ0155.The geoid height was determined by GEOID03.
 NJ0155
 NJ0155.The dynamic height is computed by dividing the NAVD 88
 NJ0155.geopotential number by the normal gravity value computed on the
 NJ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0155.degrees latitude (g = 980.6199 gals.).
 NJ0155
 NJ0155.The modeled gravity was interpolated from observed gravity values.
 NJ0155
 NJ0155;                    North         East    Units  Estimated Accuracy
 NJ0155;SPC IA N     - 1,094,750.    1,749,420.      MT  (+/- 180 meters Scaled)
 NJ0155
 NJ0155                          SUPERSEDED SURVEY CONTROL
 NJ0155
 NJ0155  NGVD 29 (??/??/92)  301.366  (m)          988.73   (f) ADJ UNCH    1 1
 NJ0155
 NJ0155.Superseded values are not recommended for survey control.
 NJ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0155.See file dsdata.txt to determine how the superseded data were derived.
 NJ0155
 NJ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG081875(NAD 83)
 NJ0155_MARKER: DB = BENCH MARK DISK
 NJ0155_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0155_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0155_STAMPING: Z 175 1970
 NJ0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0155
 NJ0155  HISTORY     - Date     Condition        Report By
 NJ0155  HISTORY     - 1970     MONUMENTED       NGS
 NJ0155  HISTORY     - 1988     GOOD             USPSQD
 NJ0155  HISTORY     - 19940826 GOOD             USPSQD
 NJ0155  HISTORY     - 20010331 GOOD             NGS
 NJ0155
 NJ0155                          STATION DESCRIPTION
 NJ0155
 NJ0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0155'5 MI NW FROM BELLEVUE.
 NJ0155'ABOUT 5.05 MILES NORTHWEST ALONG U.S. HIGHWAYS 52 AND 67 FROM
 NJ0155'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 62 AT BELLEVUE,
 NJ0155'66 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5.7 FEET WEST
 NJ0155'OF A TELEPHONE POLE, 2.8 FEET SOUTH OF A FENCE, 2.8 FEET EAST
 NJ0155'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 NJ0155'HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 NJ0155'3 INCHES.  SECTION 7, R87N, R4E.
 NJ0155
 NJ0155                          STATION RECOVERY (1988)
 NJ0155
 NJ0155'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0155'RECOVERED IN GOOD CONDITION.
 NJ0155
 NJ0155                          STATION RECOVERY (1994)
 NJ0155
 NJ0155'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0155'RECOVERED IN GOOD CONDITION.
 NJ0155
 NJ0155                          STATION RECOVERY (2001)
 NJ0155
 NJ0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0155'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0096 ***********************************************************************
 NJ0096  DESIGNATION -  Z 176
 NJ0096  PID         -  NJ0096
 NJ0096  STATE/COUNTY-  IA/JACKSON
 NJ0096  USGS QUAD   -  SAVANNA (1990)
 NJ0096
 NJ0096                         *CURRENT SURVEY CONTROL
 NJ0096  ___________________________________________________________________
 NJ0096* NAD 83(1986)-  42 05 20.     (N)    090 10 25.     (W)     SCALED    
 NJ0096* NAVD 88     -       181.321  (meters)     594.88   (feet)  ADJUSTED  
 NJ0096  ___________________________________________________________________
 NJ0096  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NJ0096  DYNAMIC HT  -         181.259 (meters)     594.68  (feet)  COMP
 NJ0096  MODELED GRAV-     980,276.5   (mgal)                       NAVD 88
 NJ0096
 NJ0096  VERT ORDER  -  FIRST     CLASS I
 NJ0096
 NJ0096.The horizontal coordinates were scaled from a topographic map and have
 NJ0096.an estimated accuracy of +/- 6 seconds.
 NJ0096
 NJ0096.The orthometric height was determined by differential leveling
 NJ0096.and adjusted by the National Geodetic Survey in June 1991..
 NJ0096
 NJ0096.The geoid height was determined by GEOID03.
 NJ0096
 NJ0096.The dynamic height is computed by dividing the NAVD 88
 NJ0096.geopotential number by the normal gravity value computed on the
 NJ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0096.degrees latitude (g = 980.6199 gals.).
 NJ0096
 NJ0096.The modeled gravity was interpolated from observed gravity values.
 NJ0096
 NJ0096;                    North         East    Units  Estimated Accuracy
 NJ0096;SPC IA N     - 1,070,830.    1,775,140.      MT  (+/- 180 meters Scaled)
 NJ0096
 NJ0096                          SUPERSEDED SURVEY CONTROL
 NJ0096
 NJ0096  NGVD 29 (??/??/92)  181.358  (m)          595.01   (f) ADJ UNCH    1 1
 NJ0096
 NJ0096.Superseded values are not recommended for survey control.
 NJ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0096.See file dsdata.txt to determine how the superseded data were derived.
 NJ0096
 NJ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG337635(NAD 83)
 NJ0096_MARKER: DB = BENCH MARK DISK
 NJ0096_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NJ0096_SP_SET: 120 FT
 NJ0096_STAMPING: Z 176 1970
 NJ0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0096
 NJ0096  HISTORY     - Date     Condition        Report By
 NJ0096  HISTORY     - 1970     MONUMENTED       NGS
 NJ0096  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NJ0096  HISTORY     - 19941118 MARK NOT FOUND   USPSQD
 NJ0096  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0096
 NJ0096                          STATION DESCRIPTION
 NJ0096
 NJ0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0096'1.4 MI N FROM SABULA.
 NJ0096'ABOUT 1.35 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE MUNICIPAL
 NJ0096'BUILDING AT SABULA, ON THE EAST SHOULDER OF A 2-MILE FILL WHICH
 NJ0096'LEADS EAST FROM THE MISSISSIPPI RIVER, 27 FEET EAST OF THE CENTER
 NJ0096'LINE OF THE HIGHWAY, 13 FEET EAST OF THE EAST GUARD RAIL FOR
 NJ0096'THE HIGHWAY, 3.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 1
 NJ0096'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A COPPER
 NJ0096'COATED ROD THAT IS DRIVEN TO A DEPTH OF 120 FEET AND IS ENCASED
 NJ0096'IN A 3 1/2-INCH IRON PIPE PROJECTING 6 INCHES.  SECTION 8, T84N,
 NJ0096'R7E.
 NJ0096
 NJ0096                          STATION RECOVERY (1988)
 NJ0096
 NJ0096'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0096'MARK NOT FOUND.
 NJ0096
 NJ0096                          STATION RECOVERY (1994)
 NJ0096
 NJ0096'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0096'MARK NOT FOUND.
 NJ0096
 NJ0096                          STATION RECOVERY (2001)
 NJ0096
 NJ0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0096'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0342 ***********************************************************************
 NJ0342  DESIGNATION -  Z 177
 NJ0342  PID         -  NJ0342
 NJ0342  STATE/COUNTY-  IA/DUBUQUE
 NJ0342  USGS QUAD   -  DUBUQUE NORTH (1978)
 NJ0342
 NJ0342                         *CURRENT SURVEY CONTROL
 NJ0342  ___________________________________________________________________
 NJ0342* NAD 83(1986)-  42 30 27.     (N)    090 40 04.     (W)     SCALED    
 NJ0342* NAVD 88     -       195.793  (meters)     642.36   (feet)  ADJUSTED  
 NJ0342  ___________________________________________________________________
 NJ0342  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 NJ0342  DYNAMIC HT  -         195.734 (meters)     642.17  (feet)  COMP
 NJ0342  MODELED GRAV-     980,316.6   (mgal)                       NAVD 88
 NJ0342
 NJ0342  VERT ORDER  -  FIRST     CLASS I
 NJ0342
 NJ0342.The horizontal coordinates were scaled from a topographic map and have
 NJ0342.an estimated accuracy of +/- 6 seconds.
 NJ0342
 NJ0342.The orthometric height was determined by differential leveling
 NJ0342.and adjusted by the National Geodetic Survey in June 1991..
 NJ0342
 NJ0342.The geoid height was determined by GEOID03.
 NJ0342
 NJ0342.The dynamic height is computed by dividing the NAVD 88
 NJ0342.geopotential number by the normal gravity value computed on the
 NJ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0342.degrees latitude (g = 980.6199 gals.).
 NJ0342
 NJ0342.The modeled gravity was interpolated from observed gravity values.
 NJ0342
 NJ0342;                    North         East    Units  Estimated Accuracy
 NJ0342;SPC IA N     - 1,115,810.    1,732,720.      MT  (+/- 180 meters Scaled)
 NJ0342
 NJ0342                          SUPERSEDED SURVEY CONTROL
 NJ0342
 NJ0342  NGVD 29 (??/??/92)  195.842  (m)          642.52   (f) ADJ UNCH    1 1
 NJ0342
 NJ0342.Superseded values are not recommended for survey control.
 NJ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0342.See file dsdata.txt to determine how the superseded data were derived.
 NJ0342
 NJ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH916087(NAD 83)
 NJ0342_MARKER: DB = BENCH MARK DISK
 NJ0342_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NJ0342_SP_SET: 168 FT
 NJ0342_STAMPING: Z 177 1970
 NJ0342_MARK LOGO: CGS   
 NJ0342_PROJECTION: RECESSED 2 CENTIMETERS
 NJ0342_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NJ0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0342+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2003
 NJ0342
 NJ0342  HISTORY     - Date     Condition        Report By
 NJ0342  HISTORY     - 1970     MONUMENTED       NGS
 NJ0342  HISTORY     - 20030727 GOOD             USPSQD
 NJ0342  HISTORY     - 20031119 GOOD             WIDT
 NJ0342
 NJ0342                          STATION DESCRIPTION
 NJ0342
 NJ0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0342'0.6 MI N FROM DUBUQUE.
 NJ0342'ABOUT 0.55 MILE NORTH ALONG LOCUST STREET FROM THE POST OFFICE AT
 NJ0342'DUBUQUE, THENCE 0.05 MILE EAST ALONG 15TH STREET, 63 FEET
 NJ0342'NORTHEAST OF THE CENTER OF THE INTERSECTION OF 15TH AND MAIN STREETS,
 NJ0342'IN THE SOUTHWEST CORNER OF A CITY PARK, 75.6 FEET NORTH AND ACROSS
 NJ0342'15TH STREET FROM THE NORTHWEST CORNER OF SAINT PATRICKS SCHOOL,
 NJ0342'32.2 FEET NORTH OF THE CENTER LINE OF 15TH STREET, 53 FEET EAST
 NJ0342'OF THE CENTER LINE OF MAIN STREET, 46 FEET SOUTHWEST OF A LIGHT
 NJ0342'POLE, 3.0 FEET NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK,
 NJ0342'ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREETS, AND ON THE TOP OF A
 NJ0342'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 168 FEET AND IS
 NJ0342'ENCASED IN A 4-INCH IRON PIPE WHICH IS 2 INCHES BELOW THE SURFACE
 NJ0342'OF THE GROUND.  SECTION 24, T89N, R2E
 NJ0342
 NJ0342                          STATION RECOVERY (2003)
 NJ0342
 NJ0342'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0342'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 23.5 FEET
 NJ0342'SOUTH-SOUTHEAST OF A LAMP POST, 19.5 FEET NORTHEAST OF A STOP SIGN
 NJ0342'POST.  NOTE--TREES TO ALL BUT THE SOUTHWEST QUADRANT WILL OBSTRUCT
 NJ0342'SATELLITE OBSERVATIONS.
 NJ0342
 NJ0342                          STATION RECOVERY (2003)
 NJ0342
 NJ0342'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 NJ0342'OWNERSHIP--CITY OF DUBUQUE.  TO REACH THE STATION FROM THE JUNCTION OF
 NJ0342'STATE HIGHWAY 52 (CENTRAL AVENUE) WITH 15TH STREET IN THE CITY OF
 NJ0342'DUBUQUE, GO WEST ON WEST 15TH STREET FOR 0.1 MI (0.16 KM) TO THE
 NJ0342'STATION ON THE RIGHT.  THE STATION IS LOCATED IN THE SOUTHWEST CORNER
 NJ0342'OF A CITY PARK.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY
 NJ0342'BENCH MARK DISK ATTACHED TO COPPER COATED ROD ABOUT LEVEL WITH THE
 NJ0342'STREET PAVEMENT.  THE STATION IS 10.7 M (35.1 FT) NORTH OF THE
 NJ0342'CENTERLINE OF WEST 15TH STREET, 15.4 M (50.5 FT) EAST OF THE
 NJ0342'CENTERLINE OF MAIN STREET, 7.2 M (23.6 FT) SOUTH-SOUTHEAST OF A BLACK
 NJ0342'LAMP POST, 6.0 M (19.7 FT) EAST-NORTHEAST OF METAL POST FOR A --STOP--
 NJ0342'SIGN, AND 1.0 M (3.3 FT) NORTH OF CONCRETE SIDEWALK.  ---NOTE---THIS
 NJ0342'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO THE SOUTH
 NJ0342'AND WEST EXTENDING TO 90 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0283 ***********************************************************************
 NJ0283  DESIGNATION -  Z 178
 NJ0283  PID         -  NJ0283
 NJ0283  STATE/COUNTY-  IA/DUBUQUE
 NJ0283  USGS QUAD   -  DUBUQUE SOUTH (1972)
 NJ0283
 NJ0283                         *CURRENT SURVEY CONTROL
 NJ0283  ___________________________________________________________________
 NJ0283* NAD 83(1986)-  42 29 58.     (N)    090 40 01.     (W)     SCALED    
 NJ0283* NAVD 88     -       195.475  (meters)     641.32   (feet)  ADJUSTED  
 NJ0283  ___________________________________________________________________
 NJ0283  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 NJ0283  DYNAMIC HT  -         195.415 (meters)     641.12  (feet)  COMP
 NJ0283  MODELED GRAV-     980,311.4   (mgal)                       NAVD 88
 NJ0283
 NJ0283  VERT ORDER  -  FIRST     CLASS I
 NJ0283
 NJ0283.The horizontal coordinates were scaled from a topographic map and have
 NJ0283.an estimated accuracy of +/- 6 seconds.
 NJ0283
 NJ0283.The orthometric height was determined by differential leveling
 NJ0283.and adjusted by the National Geodetic Survey in June 1991..
 NJ0283
 NJ0283.The geoid height was determined by GEOID03.
 NJ0283
 NJ0283.The dynamic height is computed by dividing the NAVD 88
 NJ0283.geopotential number by the normal gravity value computed on the
 NJ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0283.degrees latitude (g = 980.6199 gals.).
 NJ0283
 NJ0283.The modeled gravity was interpolated from observed gravity values.
 NJ0283
 NJ0283;                    North         East    Units  Estimated Accuracy
 NJ0283;SPC IA N     - 1,114,920.    1,732,820.      MT  (+/- 180 meters Scaled)
 NJ0283
 NJ0283                          SUPERSEDED SURVEY CONTROL
 NJ0283
 NJ0283  NGVD 29 (??/??/92)  195.526  (m)          641.49   (f) ADJ UNCH    1 1
 NJ0283
 NJ0283.Superseded values are not recommended for survey control.
 NJ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0283.See file dsdata.txt to determine how the superseded data were derived.
 NJ0283
 NJ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH917078(NAD 83)
 NJ0283_MARKER: DB = BENCH MARK DISK
 NJ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0283_STAMPING: Z 178 1970
 NJ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0283+STABILITY: SURFACE MOTION
 NJ0283
 NJ0283  HISTORY     - Date     Condition        Report By
 NJ0283  HISTORY     - 1970     MONUMENTED       NGS
 NJ0283  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NJ0283
 NJ0283                          STATION DESCRIPTION
 NJ0283
 NJ0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0283'AT DUBUQUE.
 NJ0283'AT DUBUQUE, AT A CITY PARK WHICH IS LOCATED BETWEEN 6TH AND 7TH
 NJ0283'STREETS, 55 FEET WEST OF THE CENTER LINE OF LOCUST STREET, 196
 NJ0283'FEET NORTH OF THE CENTER LINE OF 6TH STREET, 121 FEET SOUTH
 NJ0283'OF THE CENTER LINE OF 7TH STREET, 7.0 FEET EAST OF THE EAST FACE
 NJ0283'OF THE FOUNDATION FOR A CONCRETE MONUMENT, ABOUT 2 FEET BELOW
 NJ0283'THE LEVEL OF THE STREETS, AND SET IN THE TOP OF A CONCRETE POST
 NJ0283'1 INCH BELOW THE GROUND.  SECTION 25, T 89 N, R 2 E.
 NJ0283
 NJ0283                          STATION RECOVERY (2001)
 NJ0283
 NJ0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0283'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0139 ***********************************************************************
 OP0139  DESIGNATION -  Z 18
 OP0139  PID         -  OP0139
 OP0139  STATE/COUNTY-  IA/PALO ALTO
 OP0139  USGS QUAD   -  CYLINDER (1980)
 OP0139
 OP0139                         *CURRENT SURVEY CONTROL
 OP0139  ___________________________________________________________________
 OP0139* NAD 83(1986)-  43 05 40.     (N)    094 35 33.     (W)     SCALED    
 OP0139* NAVD 88     -       366.950  (meters)    1203.90   (feet)  ADJUSTED  
 OP0139  ___________________________________________________________________
 OP0139  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 OP0139  DYNAMIC HT  -         366.849 (meters)    1203.57  (feet)  COMP
 OP0139  MODELED GRAV-     980,333.3   (mgal)                       NAVD 88
 OP0139
 OP0139  VERT ORDER  -  SECOND    CLASS 0
 OP0139
 OP0139.The horizontal coordinates were scaled from a topographic map and have
 OP0139.an estimated accuracy of +/- 6 seconds.
 OP0139
 OP0139.The orthometric height was determined by differential leveling
 OP0139.and adjusted by the National Geodetic Survey in June 1991..
 OP0139
 OP0139.The geoid height was determined by GEOID03.
 OP0139
 OP0139.The dynamic height is computed by dividing the NAVD 88
 OP0139.geopotential number by the normal gravity value computed on the
 OP0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0139.degrees latitude (g = 980.6199 gals.).
 OP0139
 OP0139.The modeled gravity was interpolated from observed gravity values.
 OP0139
 OP0139;                    North         East    Units  Estimated Accuracy
 OP0139;SPC IA N     - 1,177,680.    1,411,060.      MT  (+/- 180 meters Scaled)
 OP0139
 OP0139                          SUPERSEDED SURVEY CONTROL
 OP0139
 OP0139  NGVD 29 (??/??/92)  366.877  (m)         1203.66   (f) ADJ UNCH    2 0
 OP0139
 OP0139.Superseded values are not recommended for survey control.
 OP0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0139.See file dsdata.txt to determine how the superseded data were derived.
 OP0139
 OP0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH703725(NAD 83)
 OP0139_MARKER: DB = BENCH MARK DISK
 OP0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0139_STAMPING: Z 18 1934
 OP0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0139+STABILITY: SURFACE MOTION
 OP0139
 OP0139  HISTORY     - Date     Condition        Report By
 OP0139  HISTORY     - 1934     MONUMENTED       CGS
 OP0139  HISTORY     - 1976     MARK NOT FOUND   USGS
 OP0139
 OP0139                          STATION DESCRIPTION
 OP0139
 OP0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0139'2.1 MI W FROM CYLINDER.
 OP0139'2.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0139'RAILROAD FROM THE STATION AT CYLINDER, PALO ALTO COUNTY, 0.4 MILE WEST
 OP0139'OF MILEPOST 188, 0.4 MILE EAST OF A SECTION-ROAD CROSSING, 43.5 FEET
 OP0139'NORTH OF THE NORTH RAIL OF THE TRACK, 1 FOOT WEST OF A NORTH-AND-SOUTH
 OP0139'RIGHT-OF-WAY FENCE, AND 0.5 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE. A
 OP0139'STANDARD DISK, STAMPED Z 18 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0139'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 OP0139
 OP0139                          STATION RECOVERY (1976)
 OP0139
 OP0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OP0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MK2148 ***********************************************************************
 MK2148  DESIGNATION -  Z 180
 MK2148  PID         -  MK2148
 MK2148  STATE/COUNTY-  IA/HARRISON
 MK2148  USGS QUAD   -  MONDAMIN (1970)
 MK2148
 MK2148                         *CURRENT SURVEY CONTROL
 MK2148  ___________________________________________________________________
 MK2148* NAD 83(1986)-  41 44 23.     (N)    096 01 46.     (W)     SCALED    
 MK2148* NAVD 88     -       312.728  (meters)    1026.01   (feet)  ADJUSTED  
 MK2148  ___________________________________________________________________
 MK2148  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 MK2148  DYNAMIC HT  -         312.598 (meters)    1025.58  (feet)  COMP
 MK2148  MODELED GRAV-     980,198.9   (mgal)                       NAVD 88
 MK2148
 MK2148  VERT ORDER  -  FIRST     CLASS II
 MK2148
 MK2148.The horizontal coordinates were scaled from a topographic map and have
 MK2148.an estimated accuracy of +/- 6 seconds.
 MK2148
 MK2148.The orthometric height was determined by differential leveling
 MK2148.and adjusted by the National Geodetic Survey in June 1991..
 MK2148
 MK2148.The geoid height was determined by GEOID03.
 MK2148
 MK2148.The dynamic height is computed by dividing the NAVD 88
 MK2148.geopotential number by the normal gravity value computed on the
 MK2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2148.degrees latitude (g = 980.6199 gals.).
 MK2148
 MK2148.The modeled gravity was interpolated from observed gravity values.
 MK2148
 MK2148;                    North         East    Units  Estimated Accuracy
 MK2148;SPC IA S     -   196,260.      289,610.      MT  (+/- 180 meters Scaled)
 MK2148
 MK2148                          SUPERSEDED SURVEY CONTROL
 MK2148
 MK2148.No superseded survey control is available for this station.
 MK2148
 MK2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM470251(NAD 83)
 MK2148_MARKER: I = METAL ROD
 MK2148_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2148_SP_SET: STAINLESS STEEL ROD
 MK2148_STAMPING: Z 180 1989
 MK2148_MARK LOGO: NGS   
 MK2148_PROJECTION: FLUSH
 MK2148_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2148+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2148_ROD/PIPE-DEPTH: 21.3 meters
 MK2148
 MK2148  HISTORY     - Date     Condition        Report By
 MK2148  HISTORY     - 1989     MONUMENTED       NGS
 MK2148
 MK2148                          STATION DESCRIPTION
 MK2148
 MK2148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2148'3.3 KM (2.05 MI) NORTHERLY ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 MK2148'FROM ITS JUNCTION WITH STATE HIGHWAY 127 IN MONDAMIN, 14.9 M
 MK2148'(48.9 FT) EAST OF THE CENTERLINE OF A PAVED ROAD (OLD U.S. HIGHWAY
 MK2148'75), 14.5 M (47.6 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 10.3 M
 MK2148'(33.8 FT) WEST OF THE NEAR RAIL, 1.3 M (4.3 FT) SOUTH OF A UTILITY
 MK2148'POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 MK2148'(1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 MK2148'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1434 ***********************************************************************
 LF1434  DESIGNATION -  Z 182
 LF1434  PID         -  LF1434
 LF1434  STATE/COUNTY-  IA/FREMONT
 LF1434  USGS QUAD   -  MC PAUL (1984)
 LF1434
 LF1434                         *CURRENT SURVEY CONTROL
 LF1434  ___________________________________________________________________
 LF1434* NAD 83(1986)-  40 49 28.     (N)    095 48 30.     (W)     SCALED    
 LF1434* NAVD 88     -       285.142  (meters)     935.50   (feet)  ADJUSTED  
 LF1434  ___________________________________________________________________
 LF1434  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 LF1434  DYNAMIC HT  -         285.003 (meters)     935.05  (feet)  COMP
 LF1434  MODELED GRAV-     980,130.3   (mgal)                       NAVD 88
 LF1434
 LF1434  VERT ORDER  -  FIRST     CLASS II
 LF1434
 LF1434.The horizontal coordinates were scaled from a topographic map and have
 LF1434.an estimated accuracy of +/- 6 seconds.
 LF1434
 LF1434.The orthometric height was determined by differential leveling
 LF1434.and adjusted by the National Geodetic Survey in June 1991..
 LF1434
 LF1434.The geoid height was determined by GEOID03.
 LF1434
 LF1434.The dynamic height is computed by dividing the NAVD 88
 LF1434.geopotential number by the normal gravity value computed on the
 LF1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1434.degrees latitude (g = 980.6199 gals.).
 LF1434
 LF1434.The modeled gravity was interpolated from observed gravity values.
 LF1434
 LF1434;                    North         East    Units  Estimated Accuracy
 LF1434;SPC IA S     -    94,140.      305,300.      MT  (+/- 180 meters Scaled)
 LF1434
 LF1434                          SUPERSEDED SURVEY CONTROL
 LF1434
 LF1434.No superseded survey control is available for this station.
 LF1434
 LF1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF631230(NAD 83)
 LF1434_MARKER: I = METAL ROD
 LF1434_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1434_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1434_STAMPING: Z 182 1989
 LF1434_MARK LOGO: NGS   
 LF1434_PROJECTION: FLUSH
 LF1434_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LF1434+STABILITY: POSITION/ELEVATION WELL
 LF1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1434+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1434_ROD/PIPE-DEPTH: 36.3 meters
 LF1434_SLEEVE-DEPTH  : 4.6 meters
 LF1434
 LF1434  HISTORY     - Date     Condition        Report By
 LF1434  HISTORY     - 1989     MONUMENTED       NGS
 LF1434
 LF1434                          STATION DESCRIPTION
 LF1434
 LF1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1434'0.3 KM (0.20 MI) NORTHERLY ALONG COUNTY ROAD L 31 FROM THE JUNCTION OF
 LF1434'STATE HIGHWAY 145 IN MCPAUL, 31.1 M (102.0 FT) SOUTH OF THE CENTER OF
 LF1434'A DRIVEWAY LEADING EAST TO THE BIBOUT RESIDENCE, 22.2 M (72.8 FT)
 LF1434'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 17.5 M (57.4 FT) EAST OF
 LF1434'THE CENTER OF THE ROAD, 2.0 M (6.6 FT) EAST OF A GATE POST, 0.8 M
 LF1434'(2.6 FT) NORTH OF A FENCE, AND 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 LF1434'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9190 ***********************************************************************
 AE9190  DESIGNATION -  Z 183
 AE9190  PID         -  AE9190
 AE9190  STATE/COUNTY-  IA/JOHNSON
 AE9190  USGS QUAD   -  SWISHER (1994)
 AE9190
 AE9190                         *CURRENT SURVEY CONTROL
 AE9190  ___________________________________________________________________
 AE9190* NAD 83(1986)-  41 48 25.     (N)    091 39 09.     (W)     SCALED    
 AE9190* NAVD 88     -       219.284  (meters)     719.43   (feet)  ADJUSTED  
 AE9190  ___________________________________________________________________
 AE9190  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 AE9190  DYNAMIC HT  -         219.199 (meters)     719.16  (feet)  COMP
 AE9190  MODELED GRAV-     980,234.5   (mgal)                       NAVD 88
 AE9190
 AE9190  VERT ORDER  -  SECOND    CLASS I
 AE9190
 AE9190.The horizontal coordinates were scaled from a topographic map and have
 AE9190.an estimated accuracy of +/- 6 seconds.
 AE9190
 AE9190.The orthometric height was determined by differential leveling
 AE9190.and adjusted by the National Geodetic Survey in July 2002..
 AE9190
 AE9190.The geoid height was determined by GEOID03.
 AE9190
 AE9190.The dynamic height is computed by dividing the NAVD 88
 AE9190.geopotential number by the normal gravity value computed on the
 AE9190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9190.degrees latitude (g = 980.6199 gals.).
 AE9190
 AE9190.The modeled gravity was interpolated from observed gravity values.
 AE9190
 AE9190;                    North         East    Units  Estimated Accuracy
 AE9190;SPC IA S     -   202,300.      653,520.      MT  (+/- 180 meters Scaled)
 AE9190
 AE9190                          SUPERSEDED SURVEY CONTROL
 AE9190
 AE9190.No superseded survey control is available for this station.
 AE9190
 AE9190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG119292(NAD 83)
 AE9190_MARKER: DV = VERTICAL CONTROL DISK
 AE9190_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE9190_SP_SET: BRIDGE ABUTMENT
 AE9190_STAMPING: Z 183 1997
 AE9190_MARK LOGO: NGS   
 AE9190_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9190+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9190
 AE9190  HISTORY     - Date     Condition        Report By
 AE9190  HISTORY     - 1997     MONUMENTED       NGS
 AE9190
 AE9190                          STATION DESCRIPTION
 AE9190
 AE9190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9190'0.3 KM (0.20 MI) NORTHERLY ALONG ROSE AVENUE FROM THE POST OFFICE IN
 AE9190'SWISHER, THENCE 1.6 KM (1.00 MI) EASTERLY ALONG DIVISION STREET AND
 AE9190'COUNTY ROAD F-12, THENCE 5.4 KM (3.35 MI) SOUTHERLY ALONG STATE
 AE9190'HIGHWAY 965, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST
 AE9190'END OF THE NORTHWEST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING
 AE9190'THE IOWA RIVER, 5.0 M (16.4 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 AE9190'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0509 ***********************************************************************
 OP0509  DESIGNATION -  Z 19
 OP0509  PID         -  OP0509
 OP0509  STATE/COUNTY-  IA/DICKINSON
 OP0509  USGS QUAD   -  SPIRIT LAKE (1970)
 OP0509
 OP0509                         *CURRENT SURVEY CONTROL
 OP0509  ___________________________________________________________________
 OP0509* NAD 83(1986)-  43 26 32.     (N)    095 03 39.     (W)     SCALED    
 OP0509* NAVD 88     -       448.240  (meters)    1470.60   (feet)  ADJUSTED  
 OP0509  ___________________________________________________________________
 OP0509  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 OP0509  DYNAMIC HT  -         448.118 (meters)    1470.20  (feet)  COMP
 OP0509  MODELED GRAV-     980,335.2   (mgal)                       NAVD 88
 OP0509
 OP0509  VERT ORDER  -  SECOND    CLASS 0
 OP0509
 OP0509.The horizontal coordinates were scaled from a topographic map and have
 OP0509.an estimated accuracy of +/- 6 seconds.
 OP0509
 OP0509.The orthometric height was determined by differential leveling
 OP0509.and adjusted by the National Geodetic Survey in June 1991..
 OP0509
 OP0509.The geoid height was determined by GEOID03.
 OP0509
 OP0509.The dynamic height is computed by dividing the NAVD 88
 OP0509.geopotential number by the normal gravity value computed on the
 OP0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0509.degrees latitude (g = 980.6199 gals.).
 OP0509
 OP0509.The modeled gravity was interpolated from observed gravity values.
 OP0509
 OP0509;                    North         East    Units  Estimated Accuracy
 OP0509;SPC IA N     - 1,216,910.    1,373,650.      MT  (+/- 180 meters Scaled)
 OP0509
 OP0509                          SUPERSEDED SURVEY CONTROL
 OP0509
 OP0509  NGVD 29 (??/??/92)  448.096  (m)         1470.13   (f) ADJ UNCH    2 0
 OP0509
 OP0509.Superseded values are not recommended for survey control.
 OP0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0509.See file dsdata.txt to determine how the superseded data were derived.
 OP0509
 OP0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ332119(NAD 83)
 OP0509_MARKER: DB = BENCH MARK DISK
 OP0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0509_STAMPING: Z 19 1934
 OP0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0509+STABILITY: SURFACE MOTION
 OP0509
 OP0509  HISTORY     - Date     Condition        Report By
 OP0509  HISTORY     - 1934     MONUMENTED       CGS
 OP0509
 OP0509                          STATION DESCRIPTION
 OP0509
 OP0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0509'5.8 MI W FROM SUPERIOR.
 OP0509'5.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FROM
 OP0509'THE STATION AT SUPERIOR, DICKINSON COUNTY, 1.8 MILES SOUTHEAST OF THE
 OP0509'STATION AT ORLEANS, 0.1 MILE WEST OF MILEPOLE 219+20, 62.5 FEET
 OP0509'SOUTHEAST OF THE CENTER OF A FARM-ROAD CROSSING, 45.7 FEET SOUTHWEST
 OP0509'OF THE SOUTHWEST RAIL, 25.5 FEET EAST OF THE CENTER OF A GATE OF A
 OP0509'FARM ROAD, AND 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE. A STANDARD
 OP0509'DISK, STAMPED Z 19 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0509'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0083 ***********************************************************************
 NL0083  DESIGNATION -  Z 2
 NL0083  PID         -  NL0083
 NL0083  STATE/COUNTY-  IA/WEBSTER
 NL0083  USGS QUAD   -  LEHIGH (1965)
 NL0083
 NL0083                         *CURRENT SURVEY CONTROL
 NL0083  ___________________________________________________________________
 NL0083* NAD 83(1986)-  42 18 39.     (N)    094 05 38.     (W)     SCALED    
 NL0083* NAVD 88     -       349.719  (meters)    1147.37   (feet)  ADJUSTED  
 NL0083  ___________________________________________________________________
 NL0083  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 NL0083  DYNAMIC HT  -         349.628 (meters)    1147.07  (feet)  COMP
 NL0083  MODELED GRAV-     980,349.6   (mgal)                       NAVD 88
 NL0083
 NL0083  VERT ORDER  -  FIRST     CLASS II
 NL0083
 NL0083.The horizontal coordinates were scaled from a topographic map and have
 NL0083.an estimated accuracy of +/- 6 seconds.
 NL0083
 NL0083.The orthometric height was determined by differential leveling
 NL0083.and adjusted by the National Geodetic Survey in June 1991..
 NL0083
 NL0083.The geoid height was determined by GEOID03.
 NL0083
 NL0083.The dynamic height is computed by dividing the NAVD 88
 NL0083.geopotential number by the normal gravity value computed on the
 NL0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0083.degrees latitude (g = 980.6199 gals.).
 NL0083
 NL0083.The modeled gravity was interpolated from observed gravity values.
 NL0083
 NL0083;                    North         East    Units  Estimated Accuracy
 NL0083;SPC IA N     - 1,090,240.    1,451,040.      MT  (+/- 180 meters Scaled)
 NL0083
 NL0083                          SUPERSEDED SURVEY CONTROL
 NL0083
 NL0083  NGVD 29 (??/??/92)  349.70   (m)         1147.3    (f) COMPUTED    1 2
 NL0083
 NL0083.Superseded values are not recommended for survey control.
 NL0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0083.See file dsdata.txt to determine how the superseded data were derived.
 NL0083
 NL0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG098848(NAD 83)
 NL0083_MARKER: DB = BENCH MARK DISK
 NL0083_SETTING: 0 = UNSPECIFIED SETTING
 NL0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0083
 NL0083  HISTORY     - Date     Condition        Report By
 NL0083  HISTORY     - UNK      MONUMENTED       CGS
 NL0083  HISTORY     - 1930     GOOD             NGS
 NL0083
 NL0083                          STATION DESCRIPTION
 NL0083
 NL0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 NL0083'2.2 MI S FROM BURNSIDE.
 NL0083'2 1/4 MILES SOUTH OF BURNSIDE MONUMENT SET IN FENCE LINE.
 NL0083'12 METERS WEST OF R.R. 30 METERS NORTH OF CROSS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0084 ***********************************************************************
 NL0084  DESIGNATION -  Z 2 RESET
 NL0084  PID         -  NL0084
 NL0084  STATE/COUNTY-  IA/WEBSTER
 NL0084  USGS QUAD   -  LEHIGH (1965)
 NL0084
 NL0084                         *CURRENT SURVEY CONTROL
 NL0084  ___________________________________________________________________
 NL0084* NAD 83(1986)-  42 18 37.     (N)    094 05 38.     (W)     SCALED    
 NL0084* NAVD 88     -       349.55   (meters)    1146.8    (feet)  RESET     
 NL0084  ___________________________________________________________________
 NL0084  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 NL0084
 NL0084  VERT ORDER  -  THIRD
 NL0084
 NL0084.The horizontal coordinates were scaled from a topographic map and have
 NL0084.an estimated accuracy of +/- 6 seconds.
 NL0084
 NL0084.The orthometric height was computed from unverified reset data.
 NL0084.No vertical observational check was made to the station.
 NL0084
 NL0084.The geoid height was determined by GEOID03.
 NL0084
 NL0084;                    North         East    Units  Estimated Accuracy
 NL0084;SPC IA N     - 1,090,170.    1,451,040.      MT  (+/- 180 meters Scaled)
 NL0084
 NL0084                          SUPERSEDED SURVEY CONTROL
 NL0084
 NL0084  NGVD 29 (??/??/??)  349.53   (m)         1146.7    (f) RESET       3  
 NL0084
 NL0084.Superseded values are not recommended for survey control.
 NL0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0084.See file dsdata.txt to determine how the superseded data were derived.
 NL0084
 NL0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG098848(NAD 83)
 NL0084_MARKER: DB = BENCH MARK DISK
 NL0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0084_STAMPING: Z 2 RESET 1938
 NL0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0084+STABILITY: SURFACE MOTION
 NL0084
 NL0084  HISTORY     - Date     Condition        Report By
 NL0084  HISTORY     - 1938     MONUMENTED       CGS
 NL0084
 NL0084                          STATION DESCRIPTION
 NL0084
 NL0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 NL0084'2.2 MI SE FROM BURNSIDE.
 NL0084'2-1/4 MILES SOUTHEAST ALONG THE ABANDONED MINNEAPOLIS AND ST.
 NL0084'LOUIS RAILROAD FROM BURNSIDE, WEBSTER COUNTY, AT A ROAD CROSSING,
 NL0084'AT THE SOUTH ROAD FENCE, AND NEAR THE FORMER RAILROAD
 NL0084'RIGHT-OF-WAY.  A STANDARD DISK, STAMPED Z 2 RESET 1938 AND SET
 NL0084'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0574 ***********************************************************************
 OP0574  DESIGNATION -  Z 20
 OP0574  PID         -  OP0574
 OP0574  STATE/COUNTY-  IA/OSCEOLA
 OP0574  USGS QUAD   -  SIBLEY EAST (1972)
 OP0574
 OP0574                         *CURRENT SURVEY CONTROL
 OP0574  ___________________________________________________________________
 OP0574* NAD 83(1986)-  43 23 48.     (N)    095 44 30.     (W)     SCALED    
 OP0574* NAVD 88     -       457.894  (meters)    1502.27   (feet)  ADJUSTED  
 OP0574  ___________________________________________________________________
 OP0574  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 OP0574  DYNAMIC HT  -         457.774 (meters)    1501.88  (feet)  COMP
 OP0574  MODELED GRAV-     980,344.5   (mgal)                       NAVD 88
 OP0574
 OP0574  VERT ORDER  -  SECOND    CLASS 0
 OP0574
 OP0574.The horizontal coordinates were scaled from a topographic map and have
 OP0574.an estimated accuracy of +/- 6 seconds.
 OP0574
 OP0574.The orthometric height was determined by differential leveling
 OP0574.and adjusted by the National Geodetic Survey in June 1991..
 OP0574
 OP0574.The geoid height was determined by GEOID03.
 OP0574
 OP0574.The dynamic height is computed by dividing the NAVD 88
 OP0574.geopotential number by the normal gravity value computed on the
 OP0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0574.degrees latitude (g = 980.6199 gals.).
 OP0574
 OP0574.The modeled gravity was interpolated from observed gravity values.
 OP0574
 OP0574;                    North         East    Units  Estimated Accuracy
 OP0574;SPC IA N     - 1,213,090.    1,318,410.      MT  (+/- 180 meters Scaled)
 OP0574
 OP0574                          SUPERSEDED SURVEY CONTROL
 OP0574
 OP0574  NGVD 29 (??/??/92)  457.704  (m)         1501.65   (f) ADJ UNCH    2 0
 OP0574
 OP0574.Superseded values are not recommended for survey control.
 OP0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0574.See file dsdata.txt to determine how the superseded data were derived.
 OP0574
 OP0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ779085(NAD 83)
 OP0574_MARKER: DB = BENCH MARK DISK
 OP0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0574_STAMPING: Z 20 1934
 OP0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0574+STABILITY: SURFACE MOTION
 OP0574
 OP0574  HISTORY     - Date     Condition        Report By
 OP0574  HISTORY     - 1934     MONUMENTED       CGS
 OP0574
 OP0574                          STATION DESCRIPTION
 OP0574
 OP0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0574'IN SIBLEY.
 OP0574'AT SIBLEY, OSCEOLA COUNTY, 0.3 MILE NORTHEAST OF THE CHICAGO, ROCK
 OP0574'ISLAND AND PACIFIC RAILWAY STATION, 230 YARDS NORTHEAST OF THE
 OP0574'JUNCTION WITH THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY,
 OP0574'115 FEET NORTHEAST OF MILEPOST 257, 68 FEET NORTHWEST OF THE CENTER OF
 OP0574'A ROAD CROSSING, 46 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 OP0574'35.3 FEET WEST OF THE WEST CURB OF THE ROAD, AND 17 FEET WEST OF A
 OP0574'FENCE CORNER.  A STANDARD DISK, STAMPED Z 20 1934 AND SET IN THE TOP
 OP0574'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0505 ***********************************************************************
 OP0505  DESIGNATION -  Z 21
 OP0505  PID         -  OP0505
 OP0505  STATE/COUNTY-  IA/CLAY
 OP0505  USGS QUAD   -  GILLETT GROVE (1966)
 OP0505
 OP0505                         *CURRENT SURVEY CONTROL
 OP0505  ___________________________________________________________________
 OP0505* NAD 83(1986)-  43 04 06.     (N)    095 02 56.     (W)     SCALED    
 OP0505* NAVD 88     -       395.158  (meters)    1296.45   (feet)  ADJUSTED  
 OP0505  ___________________________________________________________________
 OP0505  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 OP0505  DYNAMIC HT  -         395.029 (meters)    1296.02  (feet)  COMP
 OP0505  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 OP0505
 OP0505  VERT ORDER  -  SECOND    CLASS 0
 OP0505
 OP0505.The horizontal coordinates were scaled from a topographic map and have
 OP0505.an estimated accuracy of +/- 6 seconds.
 OP0505
 OP0505.The orthometric height was determined by differential leveling
 OP0505.and adjusted by the National Geodetic Survey in June 1991..
 OP0505
 OP0505.The geoid height was determined by GEOID03.
 OP0505
 OP0505.The dynamic height is computed by dividing the NAVD 88
 OP0505.geopotential number by the normal gravity value computed on the
 OP0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0505.degrees latitude (g = 980.6199 gals.).
 OP0505
 OP0505.The modeled gravity was interpolated from observed gravity values.
 OP0505
 OP0505;                    North         East    Units  Estimated Accuracy
 OP0505;SPC IA N     - 1,175,360.    1,373,850.      MT  (+/- 180 meters Scaled)
 OP0505
 OP0505                          SUPERSEDED SURVEY CONTROL
 OP0505
 OP0505  NGVD 29 (??/??/92)  395.029  (m)         1296.02   (f) ADJ UNCH    2 0
 OP0505
 OP0505.Superseded values are not recommended for survey control.
 OP0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0505.See file dsdata.txt to determine how the superseded data were derived.
 OP0505
 OP0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH331704(NAD 83)
 OP0505_MARKER: DB = BENCH MARK DISK
 OP0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0505_STAMPING: Z 21 1934
 OP0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0505+STABILITY: SURFACE MOTION
 OP0505
 OP0505  HISTORY     - Date     Condition        Report By
 OP0505  HISTORY     - 1934     MONUMENTED       CGS
 OP0505  HISTORY     - 1965     MARK NOT FOUND   USGS
 OP0505
 OP0505                          STATION DESCRIPTION
 OP0505
 OP0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OP0505'3.8 MI N FROM GILLETT GROVE.
 OP0505'3.8 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OP0505'RAILROAD FROM THE STATION AT GILLETT GROVE, CLAY COUNTY, 10 POLES
 OP0505'SOUTH OF MILEPOST 150, 45.8 FEET EAST OF THE EAST RAIL, 23 FEET SOUTH
 OP0505'OF THE CENTER OF A RIGHT-OF-WAY FENCE GATE, 14 FEET SOUTH OF A WIRE
 OP0505'FENCE CORNER, AND 1.5 FEET WEST OF THE RIGHT-OF-FENCE.  A STANDARD
 OP0505'DISK, STAMPED Z 21 1934 AND SET IN THE TOP OF A CONCRETE POST
 OP0505'PROJECTING 5 INCHES ABOVE GROUND.
 OP0505
 OP0505                          STATION RECOVERY (1965)
 OP0505
 OP0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OP0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0249 ***********************************************************************
 NL0249  DESIGNATION -  Z 22
 NL0249  PID         -  NL0249
 NL0249  STATE/COUNTY-  IA/CALHOUN
 NL0249  USGS QUAD   -  FONDA (1979)
 NL0249
 NL0249                         *CURRENT SURVEY CONTROL
 NL0249  ___________________________________________________________________
 NL0249* NAD 83(1986)-  42 32 58.     (N)    094 48 18.     (W)     SCALED    
 NL0249* NAVD 88     -       370.990  (meters)    1217.16   (feet)  ADJUSTED  
 NL0249  ___________________________________________________________________
 NL0249  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 NL0249  DYNAMIC HT  -         370.863 (meters)    1216.74  (feet)  COMP
 NL0249  MODELED GRAV-     980,267.3   (mgal)                       NAVD 88
 NL0249
 NL0249  VERT ORDER  -  SECOND    CLASS 0
 NL0249
 NL0249.The horizontal coordinates were scaled from a topographic map and have
 NL0249.an estimated accuracy of +/- 6 seconds.
 NL0249
 NL0249.The orthometric height was determined by differential leveling
 NL0249.and adjusted by the National Geodetic Survey in June 1991..
 NL0249
 NL0249.The geoid height was determined by GEOID03.
 NL0249
 NL0249.The dynamic height is computed by dividing the NAVD 88
 NL0249.geopotential number by the normal gravity value computed on the
 NL0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0249.degrees latitude (g = 980.6199 gals.).
 NL0249
 NL0249.The modeled gravity was interpolated from observed gravity values.
 NL0249
 NL0249;                    North         East    Units  Estimated Accuracy
 NL0249;SPC IA N     - 1,117,400.    1,392,830.      MT  (+/- 180 meters Scaled)
 NL0249
 NL0249                          SUPERSEDED SURVEY CONTROL
 NL0249
 NL0249  NGVD 29 (??/??/92)  370.910  (m)         1216.89   (f) ADJ UNCH    2 0
 NL0249
 NL0249.Superseded values are not recommended for survey control.
 NL0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0249.See file dsdata.txt to determine how the superseded data were derived.
 NL0249
 NL0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH518123(NAD 83)
 NL0249_MARKER: DB = BENCH MARK DISK
 NL0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0249_STAMPING: Z 22 1934
 NL0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0249+STABILITY: SURFACE MOTION
 NL0249
 NL0249  HISTORY     - Date     Condition        Report By
 NL0249  HISTORY     - 1934     MONUMENTED       CGS
 NL0249  HISTORY     - 1974     MARK NOT FOUND   NGS
 NL0249
 NL0249                          STATION DESCRIPTION
 NL0249
 NL0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0249'3 MI SE FROM FONDA.
 NL0249'IN CALHOUN COUNTY, 3 MILES SOUTHEAST ALONG THE CHICAGO,
 NL0249'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT
 NL0249'FONDA, 1 POLE SOUTHEAST OF MILEPOST 111, 44.6 FEET SOUTHWEST
 NL0249'OF THE SOUTHWEST RAIL, AND 1.5 FEET NORTHEAST OF THE RIGHT-OF-WAY
 NL0249'FENCE.  A STANDARD DISK, STAMPED Z 22 1934 AND SET IN THE TOP
 NL0249'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NL0249
 NL0249                          STATION RECOVERY (1974)
 NL0249
 NL0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NL0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0479 ***********************************************************************
 NL0479  DESIGNATION -  Z 24
 NL0479  PID         -  NL0479
 NL0479  STATE/COUNTY-  IA/CHEROKEE
 NL0479  USGS QUAD   -  MARCUS (1969)
 NL0479
 NL0479                         *CURRENT SURVEY CONTROL
 NL0479  ___________________________________________________________________
 NL0479* NAD 83(1986)-  42 49 37.     (N)    095 49 09.     (W)     SCALED    
 NL0479* NAVD 88     -       442.634  (meters)    1452.21   (feet)  ADJUSTED  
 NL0479  ___________________________________________________________________
 NL0479  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 NL0479  DYNAMIC HT  -         442.496 (meters)    1451.76  (feet)  COMP
 NL0479  MODELED GRAV-     980,295.3   (mgal)                       NAVD 88
 NL0479
 NL0479  VERT ORDER  -  SECOND    CLASS 0
 NL0479
 NL0479.The horizontal coordinates were scaled from a topographic map and have
 NL0479.an estimated accuracy of +/- 6 seconds.
 NL0479
 NL0479.The orthometric height was determined by differential leveling
 NL0479.and adjusted by the National Geodetic Survey in June 1991..
 NL0479
 NL0479.The geoid height was determined by GEOID03.
 NL0479
 NL0479.The dynamic height is computed by dividing the NAVD 88
 NL0479.geopotential number by the normal gravity value computed on the
 NL0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0479.degrees latitude (g = 980.6199 gals.).
 NL0479
 NL0479.The modeled gravity was interpolated from observed gravity values.
 NL0479
 NL0479;                    North         East    Units  Estimated Accuracy
 NL0479;SPC IA N     - 1,149,990.    1,310,400.      MT  (+/- 180 meters Scaled)
 NL0479
 NL0479                          SUPERSEDED SURVEY CONTROL
 NL0479
 NL0479  NGVD 29 (??/??/92)  442.446  (m)         1451.59   (f) ADJ UNCH    2 0
 NL0479
 NL0479.Superseded values are not recommended for survey control.
 NL0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0479.See file dsdata.txt to determine how the superseded data were derived.
 NL0479
 NL0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH695454(NAD 83)
 NL0479_MARKER: DB = BENCH MARK DISK
 NL0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0479_STAMPING: Z 24 1934
 NL0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0479+STABILITY: SURFACE MOTION
 NL0479
 NL0479  HISTORY     - Date     Condition        Report By
 NL0479  HISTORY     - 1934     MONUMENTED       CGS
 NL0479
 NL0479                          STATION DESCRIPTION
 NL0479
 NL0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0479'0.5 MI W FROM MARCUS.
 NL0479'0.5 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0479'STATION AT MARCUS, CHEROKEE COUNTY, AT A ROAD CROSSING, 33
 NL0479'FEET WEST OF THE CENTERLINE OF THE ROAD, 22.1 FEET SOUTH OF THE
 NL0479'SOUTH RAIL, AND 27.2 FEET NORTH OF A CORNER FENCE POST.  A
 NL0479'STANDARD DISK, STAMPED Z 24 1934 AND SET IN THE TOP OF A CONCRETE
 NL0479'POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0512 ***********************************************************************
 NL0512  DESIGNATION -  Z 25
 NL0512  PID         -  NL0512
 NL0512  STATE/COUNTY-  IA/CHEROKEE
 NL0512  USGS QUAD   -  CHEROKEE NORTH (1971)
 NL0512
 NL0512                         *CURRENT SURVEY CONTROL
 NL0512  ___________________________________________________________________
 NL0512* NAD 83(1986)-  42 45 24.     (N)    095 32 51.     (W)     SCALED    
 NL0512* NAVD 88     -       370.248  (meters)    1214.72   (feet)  ADJUSTED  
 NL0512  ___________________________________________________________________
 NL0512  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 NL0512  DYNAMIC HT  -         370.131 (meters)    1214.34  (feet)  COMP
 NL0512  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 NL0512
 NL0512  VERT ORDER  -  SECOND    CLASS 0
 NL0512
 NL0512.The horizontal coordinates were scaled from a topographic map and have
 NL0512.an estimated accuracy of +/- 6 seconds.
 NL0512
 NL0512.The orthometric height was determined by differential leveling
 NL0512.and adjusted by the National Geodetic Survey in June 1991..
 NL0512
 NL0512.The geoid height was determined by GEOID03.
 NL0512
 NL0512.The dynamic height is computed by dividing the NAVD 88
 NL0512.geopotential number by the normal gravity value computed on the
 NL0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0512.degrees latitude (g = 980.6199 gals.).
 NL0512
 NL0512.The modeled gravity was interpolated from observed gravity values.
 NL0512
 NL0512;                    North         East    Units  Estimated Accuracy
 NL0512;SPC IA N     - 1,141,620.    1,332,410.      MT  (+/- 180 meters Scaled)
 NL0512
 NL0512                          SUPERSEDED SURVEY CONTROL
 NL0512
 NL0512  NGVD 29 (??/??/92)  370.081  (m)         1214.17   (f) ADJ UNCH    2 0
 NL0512
 NL0512.Superseded values are not recommended for survey control.
 NL0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0512.See file dsdata.txt to determine how the superseded data were derived.
 NL0512
 NL0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTH915369(NAD 83)
 NL0512_MARKER: DB = BENCH MARK DISK
 NL0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0512_STAMPING: Z 25 1934
 NL0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0512+STABILITY: SURFACE MOTION
 NL0512
 NL0512  HISTORY     - Date     Condition        Report By
 NL0512  HISTORY     - 1934     MONUMENTED       CGS
 NL0512
 NL0512                          STATION DESCRIPTION
 NL0512
 NL0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0512'0.6 MI NE FROM CHEROKEE.
 NL0512'0.6 MILE NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NL0512'STATION AT CHEROKEE, CHEROKEE COUNTY, AT A ROAD CROSSING, 21 FEET
 NL0512'SOUTH OF THE CENTERLINE OF THE ROAD, 17.6 FEET NORTHWEST OF THE
 NL0512'NORTHWEST RAIL, AND 6.4 FEET SOUTHEAST OF A POLE.  A STANDARD
 NL0512'DISK, STAMPED Z 25 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0512'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0208 ***********************************************************************
 NL0208  DESIGNATION -  Z 26
 NL0208  PID         -  NL0208
 NL0208  STATE/COUNTY-  IA/POCAHONTAS
 NL0208  USGS QUAD   -  ALBERT CITY (1971)
 NL0208
 NL0208                         *CURRENT SURVEY CONTROL
 NL0208  ___________________________________________________________________
 NL0208* NAD 83(1986)-  42 51 04.     (N)    094 52 31.     (W)     SCALED    
 NL0208* NAVD 88     -       400.493  (meters)    1313.95   (feet)  ADJUSTED  
 NL0208  ___________________________________________________________________
 NL0208  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 NL0208  DYNAMIC HT  -         400.363 (meters)    1313.52  (feet)  COMP
 NL0208  MODELED GRAV-     980,283.4   (mgal)                       NAVD 88
 NL0208
 NL0208  VERT ORDER  -  SECOND    CLASS 0
 NL0208
 NL0208.The horizontal coordinates were scaled from a topographic map and have
 NL0208.an estimated accuracy of +/- 6 seconds.
 NL0208
 NL0208.The orthometric height was determined by differential leveling
 NL0208.and adjusted by the National Geodetic Survey in June 1991..
 NL0208
 NL0208.The geoid height was determined by GEOID03.
 NL0208
 NL0208.The dynamic height is computed by dividing the NAVD 88
 NL0208.geopotential number by the normal gravity value computed on the
 NL0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0208.degrees latitude (g = 980.6199 gals.).
 NL0208
 NL0208.The modeled gravity was interpolated from observed gravity values.
 NL0208
 NL0208;                    North         East    Units  Estimated Accuracy
 NL0208;SPC IA N     - 1,150,990.    1,387,600.      MT  (+/- 180 meters Scaled)
 NL0208
 NL0208                          SUPERSEDED SURVEY CONTROL
 NL0208
 NL0208  NGVD 29 (??/??/92)  400.396  (m)         1313.63   (f) ADJ UNCH    2 0
 NL0208
 NL0208.Superseded values are not recommended for survey control.
 NL0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0208.See file dsdata.txt to determine how the superseded data were derived.
 NL0208
 NL0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH467459(NAD 83)
 NL0208_MARKER: DB = BENCH MARK DISK
 NL0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0208_STAMPING: Z 26 1934
 NL0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0208+STABILITY: SURFACE MOTION
 NL0208
 NL0208  HISTORY     - Date     Condition        Report By
 NL0208  HISTORY     - 1934     MONUMENTED       CGS
 NL0208
 NL0208                          STATION DESCRIPTION
 NL0208
 NL0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0208'1.2 MI W FROM LAURENS.
 NL0208'1.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NL0208'FROM THE STATION AT LAURENS, 0.7 MILE WEST OF THE CROSSING OF
 NL0208'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, 55 YARDS EAST OF
 NL0208'A NORTH-AND-SOUTH SECTION FENCE, 45.6 FEET SOUTH OF THE SOUTH
 NL0208'RAIL, AND 1.6 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NL0208'DISK, STAMPED Z 26 1934 AND SET IN THE TOP OF A CONCRETE POST
 NL0208'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0058 ***********************************************************************
 NL0058  DESIGNATION -  Z 27
 NL0058  PID         -  NL0058
 NL0058  STATE/COUNTY-  IA/HUMBOLDT
 NL0058  USGS QUAD   -  THOR (1979)
 NL0058
 NL0058                         *CURRENT SURVEY CONTROL
 NL0058  ___________________________________________________________________
 NL0058* NAD 83(1986)-  42 41 30.     (N)    094 05 24.     (W)     SCALED    
 NL0058* NAVD 88     -       345.308  (meters)    1132.90   (feet)  ADJUSTED  
 NL0058  ___________________________________________________________________
 NL0058  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 NL0058  DYNAMIC HT  -         345.195 (meters)    1132.53  (feet)  COMP
 NL0058  MODELED GRAV-     980,283.4   (mgal)                       NAVD 88
 NL0058
 NL0058  VERT ORDER  -  SECOND    CLASS 0
 NL0058
 NL0058.The horizontal coordinates were scaled from a topographic map and have
 NL0058.an estimated accuracy of +/- 6 seconds.
 NL0058
 NL0058.The orthometric height was determined by differential leveling
 NL0058.and adjusted by the National Geodetic Survey in June 1991..
 NL0058
 NL0058.The geoid height was determined by GEOID03.
 NL0058
 NL0058.The dynamic height is computed by dividing the NAVD 88
 NL0058.geopotential number by the normal gravity value computed on the
 NL0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0058.degrees latitude (g = 980.6199 gals.).
 NL0058
 NL0058.The modeled gravity was interpolated from observed gravity values.
 NL0058
 NL0058;                    North         East    Units  Estimated Accuracy
 NL0058;SPC IA N     - 1,132,540.    1,451,650.      MT  (+/- 180 meters Scaled)
 NL0058
 NL0058                          SUPERSEDED SURVEY CONTROL
 NL0058
 NL0058  NGVD 29 (??/??/92)  345.259  (m)         1132.74   (f) ADJ UNCH    2 0
 NL0058
 NL0058.Superseded values are not recommended for survey control.
 NL0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0058.See file dsdata.txt to determine how the superseded data were derived.
 NL0058
 NL0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH107271(NAD 83)
 NL0058_MARKER: DB = BENCH MARK DISK
 NL0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0058_STAMPING: Z 27 1934
 NL0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0058+STABILITY: SURFACE MOTION
 NL0058
 NL0058  HISTORY     - Date     Condition        Report By
 NL0058  HISTORY     - 1934     MONUMENTED       CGS
 NL0058  HISTORY     - 1972     GOOD             USGS
 NL0058
 NL0058                          STATION DESCRIPTION
 NL0058
 NL0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NL0058'2 MI W FROM THOR.
 NL0058'2.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NL0058'THE STATION AT THOR, HUMBOLDT COUNTY, ABOUT 200 YARDS EAST OF
 NL0058'CULVERT 2519, 67 FEET NORTHWEST OF A SECTION-ROAD CROSSING,
 NL0058'45.0 FEET NORTH OF THE NORTH RAIL, 9.0 FEET WEST OF A RIGHT-OF-WAY
 NL0058'FENCE CORNER, AND 2.0 FEET SOUTH OF THE FENCE.  A STANDARD DISK,
 NL0058'STAMPED Z 27 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NL0058'ABOUT 5 INCHES ABOVE GROUND.
 NL0058
 NL0058                          STATION RECOVERY (1972)
 NL0058
 NL0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NL0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0185 ***********************************************************************
 NK0185  DESIGNATION -  Z 28
 NK0185  PID         -  NK0185
 NK0185  STATE/COUNTY-  IA/FRANKLIN
 NK0185  USGS QUAD   -  COULTER (1979)
 NK0185
 NK0185                         *CURRENT SURVEY CONTROL
 NK0185  ___________________________________________________________________
 NK0185* NAD 83(1986)-  42 44 16.     (N)    093 20 24.     (W)     SCALED    
 NK0185* NAVD 88     -       381.800  (meters)    1252.62   (feet)  ADJUSTED  
 NK0185  ___________________________________________________________________
 NK0185  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 NK0185  DYNAMIC HT  -         381.712 (meters)    1252.33  (feet)  COMP
 NK0185  MODELED GRAV-     980,379.2   (mgal)                       NAVD 88
 NK0185
 NK0185  VERT ORDER  -  SECOND    CLASS 0
 NK0185
 NK0185.The horizontal coordinates were scaled from a topographic map and have
 NK0185.an estimated accuracy of +/- 6 seconds.
 NK0185
 NK0185.The orthometric height was determined by differential leveling
 NK0185.and adjusted by the National Geodetic Survey in June 1991..
 NK0185
 NK0185.The geoid height was determined by GEOID03.
 NK0185
 NK0185.The dynamic height is computed by dividing the NAVD 88
 NK0185.geopotential number by the normal gravity value computed on the
 NK0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0185.degrees latitude (g = 980.6199 gals.).
 NK0185
 NK0185.The modeled gravity was interpolated from observed gravity values.
 NK0185
 NK0185;                    North         East    Units  Estimated Accuracy
 NK0185;SPC IA N     - 1,137,500.    1,513,100.      MT  (+/- 180 meters Scaled)
 NK0185
 NK0185                          SUPERSEDED SURVEY CONTROL
 NK0185
 NK0185  NGVD 29 (??/??/92)  381.799  (m)         1252.62   (f) ADJ UNCH    2 0
 NK0185
 NK0185.Superseded values are not recommended for survey control.
 NK0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0185.See file dsdata.txt to determine how the superseded data were derived.
 NK0185
 NK0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH721317(NAD 83)
 NK0185_MARKER: DB = BENCH MARK DISK
 NK0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0185_STAMPING: Z 28 1934
 NK0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0185+STABILITY: SURFACE MOTION
 NK0185
 NK0185  HISTORY     - Date     Condition        Report By
 NK0185  HISTORY     - 1934     MONUMENTED       CGS
 NK0185  HISTORY     - 1972     MARK NOT FOUND   USGS
 NK0185
 NK0185                          STATION DESCRIPTION
 NK0185
 NK0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0185'1.5 MI E FROM COULTER.
 NK0185'1.5 MILES EAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM
 NK0185'THE STATION AT COULTER, AT THE WEST END OF A DEEP CUT, 61.0
 NK0185'FEET SOUTHEAST OF A NORTH-AND-SOUTH COUNTY-ROAD CROSSING, 44.7
 NK0185'FEET SOUTH OF THE SOUTH RAIL, AND 7.5 FEET EAST OF THE
 NK0185'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Z 28 1934 AND
 NK0185'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NK0185'GROUND.
 NK0185
 NK0185                          STATION RECOVERY (1972)
 NK0185
 NK0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NK0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0259 ***********************************************************************
 NK0259  DESIGNATION -  Z 30
 NK0259  PID         -  NK0259
 NK0259  STATE/COUNTY-  IA/HARDIN
 NK0259  USGS QUAD   -  STEAMBOAT ROCK (1979)
 NK0259
 NK0259                         *CURRENT SURVEY CONTROL
 NK0259  ___________________________________________________________________
 NK0259* NAD 83(1986)-  42 29 55.     (N)    093 06 34.     (W)     SCALED    
 NK0259* NAVD 88     -       346.976  (meters)    1138.37   (feet)  ADJUSTED  
 NK0259  ___________________________________________________________________
 NK0259  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 NK0259  DYNAMIC HT  -         346.839 (meters)    1137.92  (feet)  COMP
 NK0259  MODELED GRAV-     980,218.4   (mgal)                       NAVD 88
 NK0259
 NK0259  VERT ORDER  -  SECOND    CLASS 0
 NK0259
 NK0259.The horizontal coordinates were scaled from a topographic map and have
 NK0259.an estimated accuracy of +/- 6 seconds.
 NK0259
 NK0259.The orthometric height was determined by differential leveling
 NK0259.and adjusted by the National Geodetic Survey in June 1991..
 NK0259
 NK0259.The geoid height was determined by GEOID03.
 NK0259
 NK0259.The dynamic height is computed by dividing the NAVD 88
 NK0259.geopotential number by the normal gravity value computed on the
 NK0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0259.degrees latitude (g = 980.6199 gals.).
 NK0259
 NK0259.The modeled gravity was interpolated from observed gravity values.
 NK0259
 NK0259;                    North         East    Units  Estimated Accuracy
 NK0259;SPC IA N     - 1,111,000.    1,532,100.      MT  (+/- 180 meters Scaled)
 NK0259
 NK0259                          SUPERSEDED SURVEY CONTROL
 NK0259
 NK0259  NGVD 29 (??/??/92)  346.943  (m)         1138.26   (f) ADJ UNCH    2 0
 NK0259
 NK0259.Superseded values are not recommended for survey control.
 NK0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0259.See file dsdata.txt to determine how the superseded data were derived.
 NK0259
 NK0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH910051(NAD 83)
 NK0259_MARKER: DB = BENCH MARK DISK
 NK0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0259_STAMPING: Z 30 1934
 NK0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0259+STABILITY: SURFACE MOTION
 NK0259
 NK0259  HISTORY     - Date     Condition        Report By
 NK0259  HISTORY     - 1934     MONUMENTED       CGS
 NK0259  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0259
 NK0259                          STATION DESCRIPTION
 NK0259
 NK0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0259'4.1 MI NW FROM CLEVES.
 NK0259'4.1 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0259'RAILWAY FROM THE STATION AT CLEVES, 178 YARDS SOUTHWEST OF
 NK0259'STONE TRESTLE 890, 42.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 NK0259'AND 5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NK0259'DISK, STAMPED Z 30 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0259'PROJECTING 5 INCHES ABOVE GROUND.
 NK0259
 NK0259                          STATION RECOVERY (1974)
 NK0259
 NK0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0438 ***********************************************************************
 NK0438  DESIGNATION -  Z 31
 NK0438  PID         -  NK0438
 NK0438  STATE/COUNTY-  IA/HAMILTON
 NK0438  USGS QUAD   -  WEBSTER CITY (1978)
 NK0438
 NK0438                         *CURRENT SURVEY CONTROL
 NK0438  ___________________________________________________________________
 NK0438* NAD 83(1986)-  42 28 18.     (N)    093 49 47.     (W)     SCALED    
 NK0438* NAVD 88     -       323.341  (meters)    1060.83   (feet)  ADJUSTED  
 NK0438  ___________________________________________________________________
 NK0438  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 NK0438  DYNAMIC HT  -         323.267 (meters)    1060.59  (feet)  COMP
 NK0438  MODELED GRAV-     980,379.3   (mgal)                       NAVD 88
 NK0438
 NK0438  VERT ORDER  -  SECOND    CLASS 0
 NK0438
 NK0438.The horizontal coordinates were scaled from a topographic map and have
 NK0438.an estimated accuracy of +/- 6 seconds.
 NK0438
 NK0438.The orthometric height was determined by differential leveling
 NK0438.and adjusted by the National Geodetic Survey in June 1991..
 NK0438
 NK0438.The geoid height was determined by GEOID03.
 NK0438
 NK0438.The dynamic height is computed by dividing the NAVD 88
 NK0438.geopotential number by the normal gravity value computed on the
 NK0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0438.degrees latitude (g = 980.6199 gals.).
 NK0438
 NK0438.The modeled gravity was interpolated from observed gravity values.
 NK0438
 NK0438;                    North         East    Units  Estimated Accuracy
 NK0438;SPC IA N     - 1,107,980.    1,472,890.      MT  (+/- 180 meters Scaled)
 NK0438
 NK0438                          SUPERSEDED SURVEY CONTROL
 NK0438
 NK0438  NGVD 29 (??/??/92)  323.347  (m)         1060.85   (f) ADJ UNCH    2 0
 NK0438
 NK0438.Superseded values are not recommended for survey control.
 NK0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0438.See file dsdata.txt to determine how the superseded data were derived.
 NK0438
 NK0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH317024(NAD 83)
 NK0438_MARKER: DB = BENCH MARK DISK
 NK0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0438_STAMPING: Z 31 1934
 NK0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0438+STABILITY: SURFACE MOTION
 NK0438
 NK0438  HISTORY     - Date     Condition        Report By
 NK0438  HISTORY     - 1934     MONUMENTED       CGS
 NK0438  HISTORY     - 1974     MARK NOT FOUND   USGS
 NK0438
 NK0438                          STATION DESCRIPTION
 NK0438
 NK0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0438'0.6 MI W FROM WEBSTER CITY.
 NK0438'0.6 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NK0438'STATION AT WEBSTER CITY, ABOUT 125 YARDS WEST OF A STREET
 NK0438'CROSSING, AND 27.5 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 NK0438'DISK, STAMPED Z 31 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0438'PROJECTING 4 INCHES ABOVE GROUND.
 NK0438
 NK0438                          STATION RECOVERY (1974)
 NK0438
 NK0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NK0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0400 ***********************************************************************
 NK0400  DESIGNATION -  Z 32
 NK0400  PID         -  NK0400
 NK0400  STATE/COUNTY-  IA/STORY
 NK0400  USGS QUAD   -  AMES EAST (1975)
 NK0400
 NK0400                         *CURRENT SURVEY CONTROL
 NK0400  ___________________________________________________________________
 NK0400* NAD 83(1986)-  42 01 48.     (N)    093 32 28.     (W)     SCALED    
 NK0400* NAVD 88     -       296.849  (meters)     973.91   (feet)  ADJUSTED  
 NK0400  ___________________________________________________________________
 NK0400  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 NK0400  DYNAMIC HT  -         296.742 (meters)     973.56  (feet)  COMP
 NK0400  MODELED GRAV-     980,255.2   (mgal)                       NAVD 88
 NK0400
 NK0400  VERT ORDER  -  SECOND    CLASS 0
 NK0400
 NK0400.The horizontal coordinates were scaled from a topographic map and have
 NK0400.an estimated accuracy of +/- 6 seconds.
 NK0400
 NK0400.The orthometric height was determined by differential leveling
 NK0400.and adjusted by the National Geodetic Survey in June 1991..
 NK0400
 NK0400.The geoid height was determined by GEOID03.
 NK0400
 NK0400.The dynamic height is computed by dividing the NAVD 88
 NK0400.geopotential number by the normal gravity value computed on the
 NK0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0400.degrees latitude (g = 980.6199 gals.).
 NK0400
 NK0400.The modeled gravity was interpolated from observed gravity values.
 NK0400
 NK0400;                    North         East    Units  Estimated Accuracy
 NK0400;SPC IA N     - 1,058,870.    1,496,600.      MT  (+/- 180 meters Scaled)
 NK0400
 NK0400                          SUPERSEDED SURVEY CONTROL
 NK0400
 NK0400  NGVD 29 (??/??/92)  296.803  (m)          973.76   (f) ADJ UNCH    2 0
 NK0400
 NK0400.Superseded values are not recommended for survey control.
 NK0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0400.See file dsdata.txt to determine how the superseded data were derived.
 NK0400
 NK0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG552532(NAD 83)
 NK0400_MARKER: DB = BENCH MARK DISK
 NK0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NK0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NK0400_STAMPING: Z 32 1934
 NK0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NK0400+STABILITY: SURFACE MOTION
 NK0400
 NK0400  HISTORY     - Date     Condition        Report By
 NK0400  HISTORY     - 1934     MONUMENTED       CGS
 NK0400
 NK0400                          STATION DESCRIPTION
 NK0400
 NK0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0400'3.7 MI E FROM AMES.
 NK0400'3.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NK0400'THE STATION AT AMES, 4.3 MILES WEST OF THE STATION AT NEVADA,
 NK0400'AT A ROAD CROSSING, 40 FEET WEST OF THE CENTERLINE OF THE ROAD,
 NK0400'29 FEET NORTH OF THE NORTH RAIL, 30.9 FEET SOUTHWEST OF A CORNER
 NK0400'FENCE POST, AND 6.9 FEET WEST OF A POLE.  A STANDARD DISK,
 NK0400'STAMPED Z 32 1934 AND SET IN THE TOP OF A CONCRETE POST
 NK0400'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0274 ***********************************************************************
 NK0274  DESIGNATION -  Z 33
 NK0274  PID         -  NK0274
 NK0274  STATE/COUNTY-  IA/STORY
 NK0274  USGS QUAD   -  NEVADA (1975)
 NK0274
 NK0274                         *CURRENT SURVEY CONTROL
 NK0274  ___________________________________________________________________
 NK0274* NAD 83(1986)-  42 01 18.     (N)    093 23 31.     (W)     SCALED    
 NK0274* NAVD 88     -       291.516  (meters)     956.42   (feet)  ADJUSTED  
 NK0274  ___________________________________________________________________
 NK0274  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 NK0274  DYNAMIC HT  -         291.405 (meters)     956.05  (feet)  COMP
 NK0274  MODELED GRAV-     980,232.1   (mgal)                       NAVD 88
 NK0274
 NK0274  VERT ORDER  -  FIRST     CLASS II
 NK0274
 NK0274.The horizontal coordinates were scaled from a topographic map and have
 NK0274.an estimated accuracy of +/- 6 seconds.
 NK0274
 NK0274.The orthometric height was determined by differential leveling
 NK0274.and adjusted by the National Geodetic Survey in June 1991..
 NK0274
 NK0274.The geoid height was determined by GEOID03.
 NK0274
 NK0274.The dynamic height is computed by dividing the NAVD 88
 NK0274.geopotential number by the normal gravity value computed on the
 NK0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0274.degrees latitude (g = 980.6199 gals.).
 NK0274
 NK0274.The modeled gravity was interpolated from observed gravity values.
 NK0274
 NK0274;                    North         East    Units  Estimated Accuracy
 NK0274;SPC IA N     - 1,057,950.    1,508,950.      MT  (+/- 180 meters Scaled)
 NK0274
 NK0274                          SUPERSEDED SURVEY CONTROL
 NK0274
 NK0274  NGVD 29 (??/??/92)  291.478  (m)          956.29   (f) ADJ UNCH    1 2
 NK0274
 NK0274.Superseded values are not recommended for survey control.
 NK0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0274.See file dsdata.txt to determine how the superseded data were derived.
 NK0274
 NK0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG675522(NAD 83)
 NK0274_MARKER: DB = BENCH MARK DISK
 NK0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NK0274_SP_SET: BRIDGE
 NK0274_STAMPING: Z 33 1934
 NK0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NK0274
 NK0274  HISTORY     - Date     Condition        Report By
 NK0274  HISTORY     - 1934     MONUMENTED       CGS
 NK0274
 NK0274                          STATION DESCRIPTION
 NK0274
 NK0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0274'2.9 MI NE FROM NEVADA.
 NK0274'2.9 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NK0274'RAILWAY FROM THE STATION AT NEVADA, STORY COUNTY AT A CONCRETE
 NK0274'BRIDGE OVER INDIAN RIVER, IN THE WEST END OF THE SOUTH ABUTMENT,
 NK0274'1 FOOT NORTH OF THE SOUTH SIDE, AND 6.5 FEET WEST OF THE WEST
 NK0274'RAIL.  A STANDARD DISK, STAMPED Z 33 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0703 ***********************************************************************
 OO0703  DESIGNATION -  Z 34
 OO0703  PID         -  OO0703
 OO0703  STATE/COUNTY-  IA/HANCOCK
 OO0703  USGS QUAD   -  HAYFIELD (1972)
 OO0703
 OO0703                         *CURRENT SURVEY CONTROL
 OO0703  ___________________________________________________________________
 OO0703* NAD 83(1986)-  43 12 17.     (N)    093 41 07.     (W)     SCALED    
 OO0703* NAVD 88     -       371.081  (meters)    1217.45   (feet)  ADJUSTED  
 OO0703  ___________________________________________________________________
 OO0703  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 OO0703  DYNAMIC HT  -         370.964 (meters)    1217.07  (feet)  COMP
 OO0703  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 OO0703
 OO0703  VERT ORDER  -  SECOND    CLASS 0
 OO0703
 OO0703.The horizontal coordinates were scaled from a topographic map and have
 OO0703.an estimated accuracy of +/- 6 seconds.
 OO0703
 OO0703.The orthometric height was determined by differential leveling
 OO0703.and adjusted by the National Geodetic Survey in June 1991..
 OO0703
 OO0703.The geoid height was determined by GEOID03.
 OO0703
 OO0703.The dynamic height is computed by dividing the NAVD 88
 OO0703.geopotential number by the normal gravity value computed on the
 OO0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0703.degrees latitude (g = 980.6199 gals.).
 OO0703
 OO0703.The modeled gravity was interpolated from observed gravity values.
 OO0703
 OO0703;                    North         East    Units  Estimated Accuracy
 OO0703;SPC IA N     - 1,189,380.    1,484,940.      MT  (+/- 180 meters Scaled)
 OO0703
 OO0703                          SUPERSEDED SURVEY CONTROL
 OO0703
 OO0703  NGVD 29 (??/??/92)  371.039  (m)         1217.32   (f) ADJ UNCH    2 0
 OO0703
 OO0703.Superseded values are not recommended for survey control.
 OO0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0703.See file dsdata.txt to determine how the superseded data were derived.
 OO0703
 OO0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVH443837(NAD 83)
 OO0703_MARKER: DB = BENCH MARK DISK
 OO0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0703_STAMPING: Z 34 1934
 OO0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0703+STABILITY: SURFACE MOTION
 OO0703
 OO0703  HISTORY     - Date     Condition        Report By
 OO0703  HISTORY     - 1934     MONUMENTED       CGS
 OO0703
 OO0703                          STATION DESCRIPTION
 OO0703
 OO0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0703'5 MI SW FROM FOREST CITY.
 OO0703'IN HANCOCK COUNTY, 5 MILES SOUTHWEST ALONG THE MINNEAPOLIS AND ST.
 OO0703'LOUIS RAILWAY FROM THE STATION AT FOREST CITY, WINNEBAGO COUNTY, 0.9
 OO0703'MILE NORTHEAST OF HAWLEY, HANCOCK COUNTY, 0.1 MILE NORTHEAST OF
 OO0703'MILEPOST 158, AT A FARM-ROAD CROSSING, 69 FEET NORTHEAST OF THE
 OO0703'CENTERLINE OF THE ROAD, 57 FEET NORTH OF THE FIRST POLE NORTH OF THE
 OO0703'ROAD CROSSING, AND 1.7 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 OO0703'STANDARD DISK, STAMPED Z 34 1934 AND SET IN THE TOP OF A CONCRETE POST
 OO0703'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE MINNEAPOLIS AND ST.
 OO0703'LOUIS RAILWAY HAS BEEN MERGED WITH THE CHICAGO AND NORTHWESTERN
 OO0703'RAILWAY ON NOVEMBER 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0223 ***********************************************************************
 OO0223  DESIGNATION -  Z 36
 OO0223  PID         -  OO0223
 OO0223  STATE/COUNTY-  IA/CHICKASAW
 OO0223  USGS QUAD   -  NEW HAMPTON (1972)
 OO0223
 OO0223                         *CURRENT SURVEY CONTROL
 OO0223  ___________________________________________________________________
 OO0223* NAD 83(1986)-  43 03 59.     (N)    092 18 56.     (W)     SCALED    
 OO0223* NAVD 88     -       352.995  (meters)    1158.12   (feet)  ADJUSTED  
 OO0223  ___________________________________________________________________
 OO0223  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 OO0223  DYNAMIC HT  -         352.895 (meters)    1157.79  (feet)  COMP
 OO0223  MODELED GRAV-     980,326.0   (mgal)                       NAVD 88
 OO0223
 OO0223  VERT ORDER  -  SECOND    CLASS 0
 OO0223
 OO0223.The horizontal coordinates were scaled from a topographic map and have
 OO0223.an estimated accuracy of +/- 6 seconds.
 OO0223
 OO0223.The orthometric height was determined by differential leveling
 OO0223.and adjusted by the National Geodetic Survey in June 1991..
 OO0223
 OO0223.The geoid height was determined by GEOID03.
 OO0223
 OO0223.The dynamic height is computed by dividing the NAVD 88
 OO0223.geopotential number by the normal gravity value computed on the
 OO0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0223.degrees latitude (g = 980.6199 gals.).
 OO0223
 OO0223.The modeled gravity was interpolated from observed gravity values.
 OO0223
 OO0223;                    North         East    Units  Estimated Accuracy
 OO0223;SPC IA N     - 1,174,670.    1,596,470.      MT  (+/- 180 meters Scaled)
 OO0223
 OO0223                          SUPERSEDED SURVEY CONTROL
 OO0223
 OO0223  NGVD 29 (??/??/92)  352.995  (m)         1158.12   (f) ADJ UNCH    2 0
 OO0223
 OO0223.Superseded values are not recommended for survey control.
 OO0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0223.See file dsdata.txt to determine how the superseded data were derived.
 OO0223
 OO0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH557684(NAD 83)
 OO0223_MARKER: DB = BENCH MARK DISK
 OO0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0223_STAMPING: Z 36 1934
 OO0223_MARK LOGO: CGS   
 OO0223_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0223+STABILITY: SURFACE MOTION
 OO0223
 OO0223  HISTORY     - Date     Condition        Report By
 OO0223  HISTORY     - 1934     MONUMENTED       CGS
 OO0223  HISTORY     - 1934     GOOD             NGS
 OO0223  HISTORY     - 19940809 GOOD             IAHD
 OO0223
 OO0223                          STATION DESCRIPTION
 OO0223
 OO0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OO0223'IN NEW HAMPTON.
 OO0223'AT NEW HAMPTON, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0223'RAILROAD, 0.2 MILE EAST OF THE STATION, AT THE CROSSING OF THE CHICAGO
 OO0223'GREAT WESTERN RAILROAD, 71.6 FEET WEST OF THE WEST RAIL OF THE CHICAGO
 OO0223'GREAT WESTERN RAILROAD, AND 23 FEET SOUTH OF THE SOUTH RAIL OF THE
 OO0223'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD.  A STANDARD DISK,
 OO0223'STAMPED Z 36 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 OO0223'INCH ABOVE GROUND.
 OO0223
 OO0223                          STATION RECOVERY (1994)
 OO0223
 OO0223'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1994
 OO0223'IN NEW HAMPTON, ALONG THE SOO LINE RAILROAD TRACK, 0.2 MILE (0.3 KM)
 OO0223'EAST OF THE OLD STATION LOCATION, 90.0 FEET (27.4 M) NORTH-NORTHWEST
 OO0223'OF THE INTERSECTION OF WEST MILWAUKEE AND HOMESTEAD CIRCLE STREETS, 22
 OO0223'FEET (6.7 M) SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF THE SOO LINE
 OO0223'RAILROAD, 59.0 FEET (18.0 M) NORTHEAST OF THE CORNER OF A BUILDING.  A
 OO0223'STANDARD DISK SET IN THE TOP OF A CONCRETE POST 1 FOOT (0.3 M) DEEP.
 OO0223'A WITNESS POST IS ON THE EAST EDGE OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0495 ***********************************************************************
 ON0495  DESIGNATION -  Z 37
 ON0495  PID         -  ON0495
 ON0495  STATE/COUNTY-  IA/ALLAMAKEE
 ON0495  USGS QUAD   -  POSTVILLE (1971)
 ON0495
 ON0495                         *CURRENT SURVEY CONTROL
 ON0495  ___________________________________________________________________
 ON0495* NAD 83(1986)-  43 05 13.     (N)    091 34 34.     (W)     SCALED    
 ON0495* NAVD 88     -       365.803  (meters)    1200.14   (feet)  ADJUSTED  
 ON0495  ___________________________________________________________________
 ON0495  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 ON0495  DYNAMIC HT  -         365.713 (meters)    1199.84  (feet)  COMP
 ON0495  MODELED GRAV-     980,364.4   (mgal)                       NAVD 88
 ON0495
 ON0495  VERT ORDER  -  SECOND    CLASS 0
 ON0495
 ON0495.The horizontal coordinates were scaled from a topographic map and have
 ON0495.an estimated accuracy of +/- 6 seconds.
 ON0495
 ON0495.The orthometric height was determined by differential leveling
 ON0495.and adjusted by the National Geodetic Survey in June 1991..
 ON0495
 ON0495.The geoid height was determined by GEOID03.
 ON0495
 ON0495.The dynamic height is computed by dividing the NAVD 88
 ON0495.geopotential number by the normal gravity value computed on the
 ON0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0495.degrees latitude (g = 980.6199 gals.).
 ON0495
 ON0495.The modeled gravity was interpolated from observed gravity values.
 ON0495
 ON0495;                    North         East    Units  Estimated Accuracy
 ON0495;SPC IA N     - 1,178,060.    1,656,640.      MT  (+/- 180 meters Scaled)
 ON0495
 ON0495                          SUPERSEDED SURVEY CONTROL
 ON0495
 ON0495  NGVD 29 (??/??/92)  365.843  (m)         1200.27   (f) ADJ UNCH    2 0
 ON0495
 ON0495.Superseded values are not recommended for survey control.
 ON0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0495.See file dsdata.txt to determine how the superseded data were derived.
 ON0495
 ON0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH158714(NAD 83)
 ON0495_MARKER: DB = BENCH MARK DISK
 ON0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0495_STAMPING: Z 37 1934
 ON0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0495+STABILITY: SURFACE MOTION
 ON0495
 ON0495  HISTORY     - Date     Condition        Report By
 ON0495  HISTORY     - 1934     MONUMENTED       CGS
 ON0495  HISTORY     - 1971     MARK NOT FOUND   USGS
 ON0495
 ON0495                          STATION DESCRIPTION
 ON0495
 ON0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0495'AT POSTVILLE.
 ON0495'AT POSTVILLE, ALLAMAKEE COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 ON0495'PAUL AND PACIFIC RAILROAD, 2 POLES EAST OF MILEPOST 25, 24.5 FEET
 ON0495'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 32.7 FEET NORTH OF THE
 ON0495'NORTH RAIL OF THE CHICAGO GREAT WESTERN RAILROAD, AND IN LINE
 ON0495'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED Z 37 1934 AND SET
 ON0495'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 ON0495'GROUND.
 ON0495
 ON0495                          STATION RECOVERY (1971)
 ON0495
 ON0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 ON0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0261 ***********************************************************************
 OO0261  DESIGNATION -  Z 39
 OO0261  PID         -  OO0261
 OO0261  STATE/COUNTY-  IA/FLOYD
 OO0261  USGS QUAD   -  FLOYD (1971)
 OO0261
 OO0261                         *CURRENT SURVEY CONTROL
 OO0261  ___________________________________________________________________
 OO0261* NAD 83(1986)-  43 07 38.     (N)    092 42 09.     (W)     SCALED    
 OO0261* NAVD 88     -       318.461  (meters)    1044.82   (feet)  ADJUSTED  
 OO0261  ___________________________________________________________________
 OO0261  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 OO0261  DYNAMIC HT  -         318.362 (meters)    1044.49  (feet)  COMP
 OO0261  MODELED GRAV-     980,303.4   (mgal)                       NAVD 88
 OO0261
 OO0261  VERT ORDER  -  SECOND    CLASS 0
 OO0261
 OO0261.The horizontal coordinates were scaled from a topographic map and have
 OO0261.an estimated accuracy of +/- 6 seconds.
 OO0261
 OO0261.The orthometric height was determined by differential leveling
 OO0261.and adjusted by the National Geodetic Survey in June 1991..
 OO0261
 OO0261.The geoid height was determined by GEOID03.
 OO0261
 OO0261.The dynamic height is computed by dividing the NAVD 88
 OO0261.geopotential number by the normal gravity value computed on the
 OO0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0261.degrees latitude (g = 980.6199 gals.).
 OO0261
 OO0261.The modeled gravity was interpolated from observed gravity values.
 OO0261
 OO0261;                    North         East    Units  Estimated Accuracy
 OO0261;SPC IA N     - 1,181,060.    1,564,890.      MT  (+/- 180 meters Scaled)
 OO0261
 OO0261                          SUPERSEDED SURVEY CONTROL
 OO0261
 OO0261  NGVD 29 (??/??/92)  318.449  (m)         1044.78   (f) ADJ UNCH    2 0
 OO0261
 OO0261.Superseded values are not recommended for survey control.
 OO0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0261.See file dsdata.txt to determine how the superseded data were derived.
 OO0261
 OO0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH241749(NAD 83)
 OO0261_MARKER: DB = BENCH MARK DISK
 OO0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0261_STAMPING: Z 39 1934
 OO0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0261+STABILITY: SURFACE MOTION
 OO0261
 OO0261  HISTORY     - Date     Condition        Report By
 OO0261  HISTORY     - 1934     MONUMENTED       CGS
 OO0261
 OO0261                          STATION DESCRIPTION
 OO0261
 OO0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0261'3.7 MI NW FROM CHARLES CITY.
 OO0261'3.7 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 OO0261'STATION AT CHARLES CITY, FLOYD COUNTY, 125 YARDS SOUTHEAST OF WOODEN
 OO0261'TRESTLE C 46-9, 45.5 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 2 FEET
 OO0261'SOUTHWEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED Z 39
 OO0261'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 OO0261'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0206 ***********************************************************************
 MH0206  DESIGNATION -  Z 4
 MH0206  PID         -  MH0206
 MH0206  STATE/COUNTY-  IA/JASPER
 MH0206  USGS QUAD   -  PRAIRIE CITY (1965)
 MH0206
 MH0206                         *CURRENT SURVEY CONTROL
 MH0206  ___________________________________________________________________
 MH0206* NAD 83(1986)-  41 35 03.     (N)    093 11 10.     (W)     SCALED    
 MH0206* NAVD 88     -       279.668  (meters)     917.54   (feet)  ADJUSTED  
 MH0206  ___________________________________________________________________
 MH0206  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 MH0206  DYNAMIC HT  -         279.550 (meters)     917.16  (feet)  COMP
 MH0206  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 MH0206
 MH0206  VERT ORDER  -  FIRST     CLASS II
 MH0206
 MH0206.The horizontal coordinates were scaled from a topographic map and have
 MH0206.an estimated accuracy of +/- 6 seconds.
 MH0206
 MH0206.The orthometric height was determined by differential leveling
 MH0206.and adjusted by the National Geodetic Survey in June 1991..
 MH0206
 MH0206.The geoid height was determined by GEOID03.
 MH0206
 MH0206.The dynamic height is computed by dividing the NAVD 88
 MH0206.geopotential number by the normal gravity value computed on the
 MH0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0206.degrees latitude (g = 980.6199 gals.).
 MH0206
 MH0206.The modeled gravity was interpolated from observed gravity values.
 MH0206
 MH0206;                    North         East    Units  Estimated Accuracy
 MH0206;SPC IA S     -   175,970.      526,170.      MT  (+/- 180 meters Scaled)
 MH0206
 MH0206                          SUPERSEDED SURVEY CONTROL
 MH0206
 MH0206  NGVD 29 (??/??/92)  279.632  (m)          917.43   (f) ADJ UNCH    1 2
 MH0206
 MH0206.Superseded values are not recommended for survey control.
 MH0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0206.See file dsdata.txt to determine how the superseded data were derived.
 MH0206
 MH0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG844036(NAD 83)
 MH0206_MARKER: DB = BENCH MARK DISK
 MH0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0206_SP_SET: CULVERT
 MH0206_STAMPING: Z 4 1930
 MH0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0206
 MH0206  HISTORY     - Date     Condition        Report By
 MH0206  HISTORY     - 1930     MONUMENTED       CGS
 MH0206  HISTORY     - 1934     GOOD             NGS
 MH0206
 MH0206                          STATION DESCRIPTION
 MH0206
 MH0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0206'3 MI SE FROM PRAIRIE CITY.
 MH0206'3.0 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0206'RAILWAY FROM PRAIRIE CITY, JASPER COUNTY, NEAR POWERLINE TOWER
 MH0206'29, OPPOSITE STATION 458, WHICH IS STAMPED IN THE SOUTH EDGE
 MH0206'OF THE PAVEMENT SLAB OF HIGHWAY NO. 63, 20 FEET WEST OF A
 MH0206'CATTLE PASS UNDER THE RAILWAY AND IN THE SOUTH END OF A CULVERT.
 MH0206'A STANDARD DISK, STAMPED Z 4 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0304 ***********************************************************************
 OO0304  DESIGNATION -  Z 40
 OO0304  PID         -  OO0304
 OO0304  STATE/COUNTY-  IA/MITCHELL
 OO0304  USGS QUAD   -  LITTLE CEDAR (1972)
 OO0304
 OO0304                         *CURRENT SURVEY CONTROL
 OO0304  ___________________________________________________________________
 OO0304* NAD 83(1986)-  43 22 57.     (N)    092 42 45.     (W)     SCALED    
 OO0304* NAVD 88     -       358.774  (meters)    1177.08   (feet)  ADJUSTED  
 OO0304  ___________________________________________________________________
 OO0304  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 OO0304  DYNAMIC HT  -         358.677 (meters)    1176.76  (feet)  COMP
 OO0304  MODELED GRAV-     980,339.2   (mgal)                       NAVD 88
 OO0304
 OO0304  VERT ORDER  -  SECOND    CLASS 0
 OO0304
 OO0304.The horizontal coordinates were scaled from a topographic map and have
 OO0304.an estimated accuracy of +/- 6 seconds.
 OO0304
 OO0304.The orthometric height was determined by differential leveling
 OO0304.and adjusted by the National Geodetic Survey in June 1991..
 OO0304
 OO0304.The geoid height was determined by GEOID03.
 OO0304
 OO0304.The dynamic height is computed by dividing the NAVD 88
 OO0304.geopotential number by the normal gravity value computed on the
 OO0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0304.degrees latitude (g = 980.6199 gals.).
 OO0304
 OO0304.The modeled gravity was interpolated from observed gravity values.
 OO0304
 OO0304;                    North         East    Units  Estimated Accuracy
 OO0304;SPC IA N     - 1,209,410.    1,563,810.      MT  (+/- 180 meters Scaled)
 OO0304
 OO0304                          SUPERSEDED SURVEY CONTROL
 OO0304
 OO0304  NGVD 29 (??/??/92)  358.764  (m)         1177.04   (f) ADJ UNCH    2 0
 OO0304
 OO0304.Superseded values are not recommended for survey control.
 OO0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0304.See file dsdata.txt to determine how the superseded data were derived.
 OO0304
 OO0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ232033(NAD 83)
 OO0304_MARKER: DB = BENCH MARK DISK
 OO0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0304_STAMPING: Z 40 1934
 OO0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0304+STABILITY: SURFACE MOTION
 OO0304
 OO0304  HISTORY     - Date     Condition        Report By
 OO0304  HISTORY     - 1934     MONUMENTED       CGS
 OO0304  HISTORY     - 1971     GOOD             USGS
 OO0304
 OO0304                          STATION DESCRIPTION
 OO0304
 OO0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0304'0.5 MI NE FROM LITTLE CEDAR.
 OO0304'0.5 MILE NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD FROM THE
 OO0304'STATION AT LITTLE CEDAR, MITCHELL COUNTY, 280 YARDS NORTHEAST OF
 OO0304'MILEPOST 200, 72 FEET SOUTHEAST OF A SECTION LINE ROAD CROSSING, 49
 OO0304'FEET EAST OF THE CENTERLINE OF THE ROAD, 45.1 FEET SOUTHEAST OF THE
 OO0304'SOUTHEAST RAIL OF THE MAIN TRACK, 19 FEET NORTHEAST OF A FENCE CORNER,
 OO0304'AND 1.5 FEET NORTHWEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK,
 OO0304'STAMPED Z 40 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 OO0304'INCHES ABOVE GROUND.
 OO0304
 OO0304                          STATION RECOVERY (1971)
 OO0304
 OO0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OO0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0253 ***********************************************************************
 OO0253  DESIGNATION -  Z 41
 OO0253  PID         -  OO0253
 OO0253  STATE/COUNTY-  IA/WINNESHIEK
 OO0253  USGS QUAD   -  CRESCO SE (1981)
 OO0253
 OO0253                         *CURRENT SURVEY CONTROL
 OO0253  ___________________________________________________________________
 OO0253* NAD 83(1986)-  43 20 59.     (N)    092 03 19.     (W)     SCALED    
 OO0253* NAVD 88     -       392.123  (meters)    1286.49   (feet)  ADJUSTED  
 OO0253  ___________________________________________________________________
 OO0253  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 OO0253  DYNAMIC HT  -         392.027 (meters)    1286.18  (feet)  COMP
 OO0253  MODELED GRAV-     980,363.5   (mgal)                       NAVD 88
 OO0253
 OO0253  VERT ORDER  -  SECOND    CLASS 0
 OO0253
 OO0253.The horizontal coordinates were scaled from a topographic map and have
 OO0253.an estimated accuracy of +/- 6 seconds.
 OO0253
 OO0253.The orthometric height was determined by differential leveling
 OO0253.and adjusted by the National Geodetic Survey in June 1991..
 OO0253
 OO0253.The geoid height was determined by GEOID03.
 OO0253
 OO0253.The dynamic height is computed by dividing the NAVD 88
 OO0253.geopotential number by the normal gravity value computed on the
 OO0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0253.degrees latitude (g = 980.6199 gals.).
 OO0253
 OO0253.The modeled gravity was interpolated from observed gravity values.
 OO0253
 OO0253;                    North         East    Units  Estimated Accuracy
 OO0253;SPC IA N     - 1,206,470.    1,617,130.      MT  (+/- 180 meters Scaled)
 OO0253
 OO0253                          SUPERSEDED SURVEY CONTROL
 OO0253
 OO0253  NGVD 29 (??/??/92)  392.124  (m)         1286.49   (f) ADJ UNCH    2 0
 OO0253
 OO0253.Superseded values are not recommended for survey control.
 OO0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0253.See file dsdata.txt to determine how the superseded data were derived.
 OO0253
 OO0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ765000(NAD 83)
 OO0253_MARKER: DB = BENCH MARK DISK
 OO0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0253_STAMPING: Z 41 1934
 OO0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0253+STABILITY: SURFACE MOTION
 OO0253
 OO0253  HISTORY     - Date     Condition        Report By
 OO0253  HISTORY     - 1934     MONUMENTED       CGS
 OO0253  HISTORY     - 1974     GOOD             NGS
 OO0253  HISTORY     - 1977     POOR             USGS
 OO0253  HISTORY     - 20000912 MARK NOT FOUND   AERSVC
 OO0253
 OO0253                          STATION DESCRIPTION
 OO0253
 OO0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OO0253'4.9 MI NW FROM RIDGEWAY.
 OO0253'4.9 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OO0253'RAILROAD FROM THE STATION AT RIDGEWAY, WINNESHIEK COUNTY, 3.5 MILES
 OO0253'SOUTHEAST OF THE STATION AT CRESCO, 29 FEET NORTH OF THE CENTER OF A
 OO0253'ROAD CROSSING, 22.7 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 59 FEET
 OO0253'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 9.  A STANDARD DISK,
 OO0253'STAMPED Z 41 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OO0253'INCHES ABOVE GROUND.
 OO0253
 OO0253                          STATION RECOVERY (1974)
 OO0253
 OO0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OO0253'RECOVERED IN GOOD CONDITION.
 OO0253
 OO0253                          STATION RECOVERY (1977)
 OO0253
 OO0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OO0253'MARK RECOVERED IN POOR CONDITION.
 OO0253
 OO0253                          STATION RECOVERY (2000)
 OO0253
 OO0253'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (BS)
 OO0253'WITNESS POST WAS FOUND BUT NO MONUMENT WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0066 ***********************************************************************
 MH0066  DESIGNATION -  Z 5
 MH0066  PID         -  MH0066
 MH0066  STATE/COUNTY-  IA/WAPELLO
 MH0066  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0066
 MH0066                         *CURRENT SURVEY CONTROL
 MH0066  ___________________________________________________________________
 MH0066* NAD 83(1986)-  41 02 40.     (N)    092 27 07.     (W)     SCALED    
 MH0066* NAVD 88     -       197.521  (meters)     648.03   (feet)  ADJUSTED  
 MH0066  ___________________________________________________________________
 MH0066  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MH0066  DYNAMIC HT  -         197.432 (meters)     647.74  (feet)  COMP
 MH0066  MODELED GRAV-     980,168.6   (mgal)                       NAVD 88
 MH0066
 MH0066  VERT ORDER  -  FIRST     CLASS II
 MH0066
 MH0066.The horizontal coordinates were scaled from a topographic map and have
 MH0066.an estimated accuracy of +/- 6 seconds.
 MH0066
 MH0066.The orthometric height was determined by differential leveling
 MH0066.and adjusted by the National Geodetic Survey in June 1991..
 MH0066
 MH0066.The geoid height was determined by GEOID03.
 MH0066
 MH0066.The dynamic height is computed by dividing the NAVD 88
 MH0066.geopotential number by the normal gravity value computed on the
 MH0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0066.degrees latitude (g = 980.6199 gals.).
 MH0066
 MH0066.The modeled gravity was interpolated from observed gravity values.
 MH0066
 MH0066;                    North         East    Units  Estimated Accuracy
 MH0066;SPC IA S     -   116,520.      588,110.      MT  (+/- 180 meters Scaled)
 MH0066
 MH0066                          SUPERSEDED SURVEY CONTROL
 MH0066
 MH0066  NGVD 29 (??/??/92)  197.507  (m)          647.99   (f) ADJ UNCH    1 2
 MH0066
 MH0066.Superseded values are not recommended for survey control.
 MH0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0066.See file dsdata.txt to determine how the superseded data were derived.
 MH0066
 MH0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF460438(NAD 83)
 MH0066_MARKER: DB = BENCH MARK DISK
 MH0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MH0066_STAMPING: 647.988 Z 5 1930
 MH0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0066+STABILITY: SURFACE MOTION
 MH0066
 MH0066  HISTORY     - Date     Condition        Report By
 MH0066  HISTORY     - 1930     MONUMENTED       CGS
 MH0066  HISTORY     - 1934     GOOD             NGS
 MH0066  HISTORY     - 1984     MARK NOT FOUND   NGS
 MH0066
 MH0066                          STATION DESCRIPTION
 MH0066
 MH0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MH0066'3 MI NW FROM OTTUMWA.
 MH0066'3.0 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MH0066'RAILWAY FROM OTTUMWA, WAPELLO COUNTY, 11 FEET SOUTH OF
 MH0066'POWER-TRANSMISSION LINE POLE 210, 47 FEET NORTHEAST OF THE CENTER
 MH0066'LINE OF THE TRACK, AND AT A FENCE LINE.  A STANDARD DISK, STAMPED
 MH0066'647.988 Z 5 1930 AND SET IN THE TOP OF A CONCRETE POST.
 MH0066
 MH0066                          STATION RECOVERY (1984)
 MH0066
 MH0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MH0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0474 ***********************************************************************
 MG0474  DESIGNATION -  Z 6
 MG0474  PID         -  MG0474
 MG0474  STATE/COUNTY-  IA/WASHINGTON
 MG0474  USGS QUAD   -  WASHINGTON (1969)
 MG0474
 MG0474                         *CURRENT SURVEY CONTROL
 MG0474  ___________________________________________________________________
 MG0474* NAD 83(1986)-  41 18 42.     (N)    091 38 22.     (W)     SCALED    
 MG0474* NAVD 88     -       225.477  (meters)     739.75   (feet)  ADJUSTED  
 MG0474  ___________________________________________________________________
 MG0474  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0474  DYNAMIC HT  -         225.382 (meters)     739.44  (feet)  COMP
 MG0474  MODELED GRAV-     980,194.7   (mgal)                       NAVD 88
 MG0474
 MG0474  VERT ORDER  -  FIRST     CLASS II
 MG0474
 MG0474.The horizontal coordinates were scaled from a topographic map and have
 MG0474.an estimated accuracy of +/- 6 seconds.
 MG0474
 MG0474.The orthometric height was determined by differential leveling
 MG0474.and adjusted by the National Geodetic Survey in June 1991..
 MG0474
 MG0474.The geoid height was determined by GEOID03.
 MG0474
 MG0474.The dynamic height is computed by dividing the NAVD 88
 MG0474.geopotential number by the normal gravity value computed on the
 MG0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0474.degrees latitude (g = 980.6199 gals.).
 MG0474
 MG0474.The modeled gravity was interpolated from observed gravity values.
 MG0474
 MG0474;                    North         East    Units  Estimated Accuracy
 MG0474;SPC IA S     -   147,330.      655,780.      MT  (+/- 180 meters Scaled)
 MG0474
 MG0474                          SUPERSEDED SURVEY CONTROL
 MG0474
 MG0474  NGVD 29 (??/??/92)  225.514  (m)          739.87   (f) ADJ UNCH    1 2
 MG0474
 MG0474.Superseded values are not recommended for survey control.
 MG0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0474.See file dsdata.txt to determine how the superseded data were derived.
 MG0474
 MG0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF138742(NAD 83)
 MG0474_MARKER: DB = BENCH MARK DISK
 MG0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0474_STAMPING: 739.874 Z 6 1930
 MG0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0474+STABILITY: SURFACE MOTION
 MG0474
 MG0474  HISTORY     - Date     Condition        Report By
 MG0474  HISTORY     - 1930     MONUMENTED       CGS
 MG0474  HISTORY     - 1941     GOOD             NGS
 MG0474  HISTORY     - 1968     MARK NOT FOUND   USGS
 MG0474
 MG0474                          STATION DESCRIPTION
 MG0474
 MG0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MG0474'3 MI E FROM WASHINGTON.
 MG0474'3.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MG0474'PACIFIC RAILROAD FROM WASHINGTON, ABOUT 1/4 MILE WEST OF MILEPOST
 MG0474'60, 2 FEET WEST OF THE EAST FENCE LINE OF A NORTH-AND-SOUTH
 MG0474'ROAD FENCED 50 FEET WIDE, AND 38 FEET NORTH OF THE CENTERLINE
 MG0474'OF THE TRACK.  A STANDARD DISK, STAMPED 739.874 Z 6 1930 AND
 MG0474'SET IN THE TOP OF A CONCRETE POST.
 MG0474
 MG0474                          STATION RECOVERY (1968)
 MG0474
 MG0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MG0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0348 ***********************************************************************
 MG0348  DESIGNATION -  Z 70
 MG0348  PID         -  MG0348
 MG0348  STATE/COUNTY-  IA/CEDAR
 MG0348  USGS QUAD   -  OXFORD JUNCTION (1980)
 MG0348
 MG0348                         *CURRENT SURVEY CONTROL
 MG0348  ___________________________________________________________________
 MG0348* NAD 83(1986)-  41 54 47.     (N)    090 55 17.     (W)     SCALED    
 MG0348* NAVD 88     -       221.572  (meters)     726.94   (feet)  ADJUSTED  
 MG0348  ___________________________________________________________________
 MG0348  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 MG0348  DYNAMIC HT  -         221.493 (meters)     726.68  (feet)  COMP
 MG0348  MODELED GRAV-     980,261.8   (mgal)                       NAVD 88
 MG0348
 MG0348  VERT ORDER  -  SECOND    CLASS 0
 MG0348
 MG0348.The horizontal coordinates were scaled from a topographic map and have
 MG0348.an estimated accuracy of +/- 6 seconds.
 MG0348
 MG0348.The orthometric height was determined by differential leveling
 MG0348.and adjusted by the National Geodetic Survey in June 1991..
 MG0348
 MG0348.The geoid height was determined by GEOID03.
 MG0348
 MG0348.The dynamic height is computed by dividing the NAVD 88
 MG0348.geopotential number by the normal gravity value computed on the
 MG0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0348.degrees latitude (g = 980.6199 gals.).
 MG0348
 MG0348.The modeled gravity was interpolated from observed gravity values.
 MG0348
 MG0348;                    North         East    Units  Estimated Accuracy
 MG0348;SPC IA S     -   215,620.      713,910.      MT  (+/- 180 meters Scaled)
 MG0348
 MG0348                          SUPERSEDED SURVEY CONTROL
 MG0348
 MG0348  NGVD 29 (??/??/92)  221.611  (m)          727.07   (f) ADJ UNCH    2 0
 MG0348
 MG0348.Superseded values are not recommended for survey control.
 MG0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0348.See file dsdata.txt to determine how the superseded data were derived.
 MG0348
 MG0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG723422(NAD 83)
 MG0348_MARKER: DB = BENCH MARK DISK
 MG0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0348_STAMPING: Z 70 1934
 MG0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0348+STABILITY: SURFACE MOTION
 MG0348
 MG0348  HISTORY     - Date     Condition        Report By
 MG0348  HISTORY     - 1934     MONUMENTED       CGS
 MG0348  HISTORY     - 1962     MARK NOT FOUND   NGS
 MG0348  HISTORY     - 1977     MARK NOT FOUND   USGS
 MG0348  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0348
 MG0348                          STATION DESCRIPTION
 MG0348
 MG0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0348'AT MASSILLON.
 MG0348'AT MASSILLON, CEDAR COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MG0348'AND PACIFIC RAILROAD, 105 FEET NORTHWEST OF THE STATION, 2
 MG0348'POLES NORTHWEST OF MILEPOST 39, 20 FEET SOUTH OF THE CENTERLINE
 MG0348'OF THE TRACK, 4 FEET SOUTH OF A CROSSING-WARNING SIGN, AND ONE
 MG0348'FOOT ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED
 MG0348'Z 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MG0348
 MG0348                          STATION RECOVERY (1962)
 MG0348
 MG0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MG0348'MARK NOT FOUND.
 MG0348
 MG0348                          STATION RECOVERY (1977)
 MG0348
 MG0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MG0348'MARK NOT FOUND.
 MG0348
 MG0348                          STATION RECOVERY (1998)
 MG0348
 MG0348'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0526 ***********************************************************************
 NJ0526  DESIGNATION -  Z 71
 NJ0526  PID         -  NJ0526
 NJ0526  STATE/COUNTY-  IA/DELAWARE
 NJ0526  USGS QUAD   -  HOPKINTON EAST (1966)
 NJ0526
 NJ0526                         *CURRENT SURVEY CONTROL
 NJ0526  ___________________________________________________________________
 NJ0526* NAD 83(1986)-  42 20 38.     (N)    091 14 54.     (W)     SCALED    
 NJ0526* NAVD 88     -       263.680  (meters)     865.09   (feet)  ADJUSTED  
 NJ0526  ___________________________________________________________________
 NJ0526  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 NJ0526  DYNAMIC HT  -         263.593 (meters)     864.80  (feet)  COMP
 NJ0526  MODELED GRAV-     980,287.0   (mgal)                       NAVD 88
 NJ0526
 NJ0526  VERT ORDER  -  SECOND    CLASS 0
 NJ0526
 NJ0526.The horizontal coordinates were scaled from a topographic map and have
 NJ0526.an estimated accuracy of +/- 6 seconds.
 NJ0526
 NJ0526.The orthometric height was determined by differential leveling
 NJ0526.and adjusted by the National Geodetic Survey in June 1991..
 NJ0526
 NJ0526.The geoid height was determined by GEOID03.
 NJ0526
 NJ0526.The dynamic height is computed by dividing the NAVD 88
 NJ0526.geopotential number by the normal gravity value computed on the
 NJ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0526.degrees latitude (g = 980.6199 gals.).
 NJ0526
 NJ0526.The modeled gravity was interpolated from observed gravity values.
 NJ0526
 NJ0526;                    North         East    Units  Estimated Accuracy
 NJ0526;SPC IA N     - 1,096,210.    1,685,520.      MT  (+/- 180 meters Scaled)
 NJ0526
 NJ0526                          SUPERSEDED SURVEY CONTROL
 NJ0526
 NJ0526  NGVD 29 (??/??/92)  263.710  (m)          865.19   (f) ADJ UNCH    2 0
 NJ0526
 NJ0526.Superseded values are not recommended for survey control.
 NJ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0526.See file dsdata.txt to determine how the superseded data were derived.
 NJ0526
 NJ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG442894(NAD 83)
 NJ0526_MARKER: DB = BENCH MARK DISK
 NJ0526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0526_SP_SET: BUILDING
 NJ0526_STAMPING: Z 71 1934
 NJ0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0526
 NJ0526  HISTORY     - Date     Condition        Report By
 NJ0526  HISTORY     - 1934     MONUMENTED       CGS
 NJ0526  HISTORY     - 20050911 MARK NOT FOUND   GEOCAC
 NJ0526
 NJ0526                          STATION DESCRIPTION
 NJ0526
 NJ0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0526'AT HOPKINTON.
 NJ0526'AT HOPKINTON, DELAWARE COUNTY, IN THE STONE WALL OF THE CITIZENS
 NJ0526'STATE BANK, 15 INCHES NORTH OF THE SOUTHEAST CORNER, AT THE
 NJ0526'TOP OF STAIRS LEADING TO A BASEMENT, AND 4 FEET ABOVE THE SIDEWALK.
 NJ0526'A STANDARD DISK, STAMPED Z 71 1934 AND SET VERTICALLY.
 NJ0526
 NJ0526                          STATION RECOVERY (2005)
 NJ0526
 NJ0526'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0526'THE CORNERSTONE ON THE BANK BUILDING AT 103 1ST ST. SW IS DATED 1966.
 NJ0526'NJ0527 (Z 71 RESET 1966) HAS BEEN MOUNTED ON THE SOUTH FACE OF THE
 NJ0526'BUILDING NEAR THE SOUTHEAST CORNER.
 NJ0526' 
 NJ0526'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0527 ***********************************************************************
 NJ0527  DESIGNATION -  Z 71 RESET
 NJ0527  PID         -  NJ0527
 NJ0527  STATE/COUNTY-  IA/DELAWARE
 NJ0527  USGS QUAD   -  HOPKINTON EAST (1966)
 NJ0527
 NJ0527                         *CURRENT SURVEY CONTROL
 NJ0527  ___________________________________________________________________
 NJ0527* NAD 83(1986)-  42 20 38.     (N)    091 14 54.     (W)     SCALED    
 NJ0527* NAVD 88     -       263.61   (meters)     864.9    (feet)  RESET     
 NJ0527  ___________________________________________________________________
 NJ0527  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 NJ0527
 NJ0527  VERT ORDER  -  THIRD
 NJ0527
 NJ0527.The horizontal coordinates were scaled from a topographic map and have
 NJ0527.an estimated accuracy of +/- 6 seconds.
 NJ0527
 NJ0527.The orthometric height was computed from unverified reset data.
 NJ0527.No vertical observational check was made to the station.
 NJ0527
 NJ0527.The geoid height was determined by GEOID03.
 NJ0527
 NJ0527;                    North         East    Units  Estimated Accuracy
 NJ0527;SPC IA N     - 1,096,210.    1,685,520.      MT  (+/- 180 meters Scaled)
 NJ0527
 NJ0527                          SUPERSEDED SURVEY CONTROL
 NJ0527
 NJ0527.No superseded survey control is available for this station.
 NJ0527
 NJ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG442894(NAD 83)
 NJ0527_MARKER: DB = BENCH MARK DISK
 NJ0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0527_SP_SET: BUILDING
 NJ0527_STAMPING: Z 71 RESET 1966
 NJ0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0527+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2005
 NJ0527
 NJ0527  HISTORY     - Date     Condition        Report By
 NJ0527  HISTORY     - 1966     MONUMENTED       CGS
 NJ0527  HISTORY     - 20050911 GOOD             GEOCAC
 NJ0527
 NJ0527                          STATION DESCRIPTION
 NJ0527
 NJ0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 NJ0527'AT HOPKINTON.
 NJ0527'AT HOPKINTON, SET IN THE CONCRETE WALL OF THE CITIZENS STATE
 NJ0527'BANK, 2 FEET WEST OF THE SOUTHEAST CORNER AND SET VERTICALLY.
 NJ0527
 NJ0527                          STATION RECOVERY (2005)
 NJ0527
 NJ0527'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 NJ0527'THE BANK BUILDING IS AT 103 1ST STREET SW IN HOPKINTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0228 ***********************************************************************
 NJ0228  DESIGNATION -  Z 72
 NJ0228  PID         -  NJ0228
 NJ0228  STATE/COUNTY-  IA/DUBUQUE
 NJ0228  USGS QUAD   -  EPWORTH (1966)
 NJ0228
 NJ0228                         *CURRENT SURVEY CONTROL
 NJ0228  ___________________________________________________________________
 NJ0228* NAD 83(1986)-  42 27 10.     (N)    090 58 32.     (W)     SCALED    
 NJ0228* NAVD 88     -       299.364  (meters)     982.16   (feet)  ADJUSTED  
 NJ0228  ___________________________________________________________________
 NJ0228  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 NJ0228  DYNAMIC HT  -         299.268 (meters)     981.85  (feet)  COMP
 NJ0228  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 NJ0228
 NJ0228  VERT ORDER  -  SECOND    CLASS 0
 NJ0228
 NJ0228.The horizontal coordinates were scaled from a topographic map and have
 NJ0228.an estimated accuracy of +/- 6 seconds.
 NJ0228
 NJ0228.The orthometric height was determined by differential leveling
 NJ0228.and adjusted by the National Geodetic Survey in June 1991..
 NJ0228
 NJ0228.The geoid height was determined by GEOID03.
 NJ0228
 NJ0228.The dynamic height is computed by dividing the NAVD 88
 NJ0228.geopotential number by the normal gravity value computed on the
 NJ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0228.degrees latitude (g = 980.6199 gals.).
 NJ0228
 NJ0228.The modeled gravity was interpolated from observed gravity values.
 NJ0228
 NJ0228;                    North         East    Units  Estimated Accuracy
 NJ0228;SPC IA N     - 1,108,930.    1,707,620.      MT  (+/- 180 meters Scaled)
 NJ0228
 NJ0228                          SUPERSEDED SURVEY CONTROL
 NJ0228
 NJ0228  NGVD 29 (??/??/92)  299.395  (m)          982.27   (f) ADJ UNCH    2 0
 NJ0228
 NJ0228.Superseded values are not recommended for survey control.
 NJ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0228.See file dsdata.txt to determine how the superseded data were derived.
 NJ0228
 NJ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH664020(NAD 83)
 NJ0228_MARKER: DB = BENCH MARK DISK
 NJ0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0228_SP_SET: ABUTMENT
 NJ0228_STAMPING: Z 72 1934
 NJ0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0228
 NJ0228  HISTORY     - Date     Condition        Report By
 NJ0228  HISTORY     - 1934     MONUMENTED       CGS
 NJ0228  HISTORY     - 20060819 GOOD             GEOCAC
 NJ0228
 NJ0228                          STATION DESCRIPTION
 NJ0228
 NJ0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0228'1.6 MI NE FROM FARLEY.
 NJ0228'1.6 MILES NORTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NJ0228'FROM THE STATION AT FARLEY, DUBUQUE COUNTY, 14 POLES SOUTHWEST
 NJ0228'OF MILEPOST 194, AT A PUBLIC ROAD CROSSING, AT A 25-FOOT CONCRETE
 NJ0228'BRIDGE, IN THE TOP OF THE NORTHEAST WING OF THE NORTH CONCRETE
 NJ0228'ABUTMENT, 46 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 NJ0228'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Z 72 1934.
 NJ0228
 NJ0228                          STATION RECOVERY (2006)
 NJ0228
 NJ0228'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 NJ0228'RAILROAD IS DISMANTLED AND RIGHT OF WAY IS NOW A COUNTY
 NJ0228'BICYCLE/WALKING TRAIL CALLED HERITAGE TRAIL. MARK IS SOUTH OF TRAIL
 NJ0228'AND ABOUT 0.2 MILE NORTH OF OLD HIGHWAY ROAD (OLD US 20) ON BOGE RD.
 NJ0228' 
 NJ0228'HANDHELD GPSR READINGS - 42 27 10.6 N 090 58 33.8 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0615 ***********************************************************************
 NJ0615  DESIGNATION -  Z 73
 NJ0615  PID         -  NJ0615
 NJ0615  STATE/COUNTY-  IA/BUCHANAN
 NJ0615  USGS QUAD   -  STANLEY (1981)
 NJ0615
 NJ0615                         *CURRENT SURVEY CONTROL
 NJ0615  ___________________________________________________________________
 NJ0615* NAD 83(1986)-  42 38 09.     (N)    091 47 37.     (W)     SCALED    
 NJ0615* NAVD 88     -       341.489  (meters)    1120.37   (feet)  ADJUSTED  
 NJ0615  ___________________________________________________________________
 NJ0615  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 NJ0615  DYNAMIC HT  -         341.389 (meters)    1120.04  (feet)  COMP
 NJ0615  MODELED GRAV-     980,317.0   (mgal)                       NAVD 88
 NJ0615
 NJ0615  VERT ORDER  -  SECOND    CLASS 0
 NJ0615
 NJ0615.The horizontal coordinates were scaled from a topographic map and have
 NJ0615.an estimated accuracy of +/- 6 seconds.
 NJ0615
 NJ0615.The orthometric height was determined by differential leveling
 NJ0615.and adjusted by the National Geodetic Survey in June 1991..
 NJ0615
 NJ0615.The geoid height was determined by GEOID03.
 NJ0615
 NJ0615.The dynamic height is computed by dividing the NAVD 88
 NJ0615.geopotential number by the normal gravity value computed on the
 NJ0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0615.degrees latitude (g = 980.6199 gals.).
 NJ0615
 NJ0615.The modeled gravity was interpolated from observed gravity values.
 NJ0615
 NJ0615;                    North         East    Units  Estimated Accuracy
 NJ0615;SPC IA N     - 1,127,580.    1,639,940.      MT  (+/- 180 meters Scaled)
 NJ0615
 NJ0615                          SUPERSEDED SURVEY CONTROL
 NJ0615
 NJ0615  NGVD 29 (??/??/92)  341.517  (m)         1120.46   (f) ADJ UNCH    2 0
 NJ0615
 NJ0615.Superseded values are not recommended for survey control.
 NJ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0615.See file dsdata.txt to determine how the superseded data were derived.
 NJ0615
 NJ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH989210(NAD 83)
 NJ0615_MARKER: DB = BENCH MARK DISK
 NJ0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0615_SP_SET: CULVERT
 NJ0615_STAMPING: Z 73 1934
 NJ0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0615
 NJ0615  HISTORY     - Date     Condition        Report By
 NJ0615  HISTORY     - 1934     MONUMENTED       CGS
 NJ0615
 NJ0615                          STATION DESCRIPTION
 NJ0615
 NJ0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0615'1.1 MI SE FROM STANLEY.
 NJ0615'1.1 MILES SOUTHEAST ALONG THE CHICAGO GREAT WESTERN RAILROAD
 NJ0615'FROM THE STATION AT STANLEY, BUCHANAN COUNTY, 22 POLES NORTHWEST
 NJ0615'OF MILEPOST 238, AT A 4- BY 5-FOOT CONCRETE ARCH CULVERT, IN
 NJ0615'THE TOP OF THE WEST END OF THE SOUTH HEADWALL, AND 5 FEET
 NJ0615'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Z 73 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0628 ***********************************************************************
 NJ0628  DESIGNATION -  Z 74
 NJ0628  PID         -  NJ0628
 NJ0628  STATE/COUNTY-  IA/BUCHANAN
 NJ0628  USGS QUAD   -  INDEPENDENCE (1982)
 NJ0628
 NJ0628                         *CURRENT SURVEY CONTROL
 NJ0628  ___________________________________________________________________
 NJ0628* NAD 83(1986)-  42 29 56.     (N)    091 54 14.     (W)     SCALED    
 NJ0628* NAVD 88     -       282.999  (meters)     928.47   (feet)  ADJUSTED  
 NJ0628  ___________________________________________________________________
 NJ0628  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 NJ0628  DYNAMIC HT  -         282.915 (meters)     928.20  (feet)  COMP
 NJ0628  MODELED GRAV-     980,318.2   (mgal)                       NAVD 88
 NJ0628
 NJ0628  VERT ORDER  -  SECOND    CLASS 0
 NJ0628
 NJ0628.The horizontal coordinates were scaled from a topographic map and have
 NJ0628.an estimated accuracy of +/- 6 seconds.
 NJ0628
 NJ0628.The orthometric height was determined by differential leveling
 NJ0628.and adjusted by the National Geodetic Survey in June 1991..
 NJ0628
 NJ0628.The geoid height was determined by GEOID03.
 NJ0628
 NJ0628.The dynamic height is computed by dividing the NAVD 88
 NJ0628.geopotential number by the normal gravity value computed on the
 NJ0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0628.degrees latitude (g = 980.6199 gals.).
 NJ0628
 NJ0628.The modeled gravity was interpolated from observed gravity values.
 NJ0628
 NJ0628;                    North         East    Units  Estimated Accuracy
 NJ0628;SPC IA N     - 1,112,190.    1,631,190.      MT  (+/- 180 meters Scaled)
 NJ0628
 NJ0628                          SUPERSEDED SURVEY CONTROL
 NJ0628
 NJ0628  NGVD 29 (??/??/92)  283.031  (m)          928.58   (f) ADJ UNCH    2 0
 NJ0628
 NJ0628.Superseded values are not recommended for survey control.
 NJ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0628.See file dsdata.txt to determine how the superseded data were derived.
 NJ0628
 NJ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWH900057(NAD 83)
 NJ0628_MARKER: DB = BENCH MARK DISK
 NJ0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0628_SP_SET: CULVERT
 NJ0628_STAMPING: Z 74 1934
 NJ0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0628+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2006
 NJ0628
 NJ0628  HISTORY     - Date     Condition        Report By
 NJ0628  HISTORY     - 1934     MONUMENTED       CGS
 NJ0628  HISTORY     - 1980     GOOD             IAHD
 NJ0628  HISTORY     - 20060618 GOOD             GEOCAC
 NJ0628
 NJ0628                          STATION DESCRIPTION
 NJ0628
 NJ0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0628'2.2 MI NW FROM INDEPENDENCE.
 NJ0628'2.2 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0628'RAILWAY FROM THE STATION AT INDEPENDENCE, BUCHANAN COUNTY,
 NJ0628'1-1/2 POLES NORTHWEST OF MILEPOST 41, 175 YARDS NORTHWEST OF
 NJ0628'THE CENTER OF A ROAD CROSSING, AT A 4- BY 6-FOOT STONE CULVERT,
 NJ0628'IN THE TOP OF THE SOUTHEAST END, 9 FEET NORTHEAST OF THE
 NJ0628'CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 NJ0628'A STANDARD DISK, STAMPED Z 74 1934.
 NJ0628
 NJ0628                          STATION RECOVERY (1980)
 NJ0628
 NJ0628'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1980
 NJ0628'RECOVERED IN GOOD CONDITION.
 NJ0628
 NJ0628                          STATION RECOVERY (2006)
 NJ0628
 NJ0628'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 NJ0628'RAILROAD IS DISMANTLED BUT ROADBED REMAINS. HANDHELD COORDINATES N42
 NJ0628'29 56.1 W091 54 15.7, SKY OBSCURED BY HEAVY BRUSH AND TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0581 ***********************************************************************
 NJ0581  DESIGNATION -  Z 75
 NJ0581  PID         -  NJ0581
 NJ0581  STATE/COUNTY-  IA/LINN
 NJ0581  USGS QUAD   -  CEDAR RAPIDS NORTH (1994)
 NJ0581
 NJ0581                         *CURRENT SURVEY CONTROL
 NJ0581  ___________________________________________________________________
 NJ0581* NAD 83(1986)-  42 01 03.     (N)    091 43 06.     (W)     SCALED    
 NJ0581* NAVD 88     -       227.200  (meters)     745.41   (feet)  ADJUSTED  
 NJ0581  ___________________________________________________________________
 NJ0581  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 NJ0581  DYNAMIC HT  -         227.119 (meters)     745.14  (feet)  COMP
 NJ0581  MODELED GRAV-     980,257.4   (mgal)                       NAVD 88
 NJ0581
 NJ0581  VERT ORDER  -  SECOND    CLASS 0
 NJ0581
 NJ0581.The horizontal coordinates were scaled from a topographic map and have
 NJ0581.an estimated accuracy of +/- 6 seconds.
 NJ0581
 NJ0581.The orthometric height was determined by differential leveling
 NJ0581.and adjusted by the National Geodetic Survey in June 1991..
 NJ0581
 NJ0581.The geoid height was determined by GEOID03.
 NJ0581
 NJ0581.The dynamic height is computed by dividing the NAVD 88
 NJ0581.geopotential number by the normal gravity value computed on the
 NJ0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0581.degrees latitude (g = 980.6199 gals.).
 NJ0581
 NJ0581.The modeled gravity was interpolated from observed gravity values.
 NJ0581
 NJ0581;                    North         East    Units  Estimated Accuracy
 NJ0581;SPC IA N     - 1,059,040.    1,647,560.      MT  (+/- 180 meters Scaled)
 NJ0581
 NJ0581                          SUPERSEDED SURVEY CONTROL
 NJ0581
 NJ0581  NGVD 29 (??/??/92)  227.226  (m)          745.49   (f) ADJ UNCH    2 0
 NJ0581
 NJ0581.Superseded values are not recommended for survey control.
 NJ0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0581.See file dsdata.txt to determine how the superseded data were derived.
 NJ0581
 NJ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG061525(NAD 83)
 NJ0581_MARKER: DB = BENCH MARK DISK
 NJ0581_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0581_SP_SET: BRIDGE
 NJ0581_STAMPING: Z 75 1934
 NJ0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0581
 NJ0581  HISTORY     - Date     Condition        Report By
 NJ0581  HISTORY     - 1934     MONUMENTED       CGS
 NJ0581  HISTORY     - 20050612 GOOD             GEOCAC
 NJ0581
 NJ0581                          STATION DESCRIPTION
 NJ0581
 NJ0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0581'0.2 MI SE FROM LINN.
 NJ0581'0.2 MILE SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0581'RAILWAY FROM LINN, LINN COUNTY, 25 POLES NORTH OF MILEPOST 101,
 NJ0581'AT STEEL BRIDGE 1016, IN THE TOP OF THE WEST END OF THE NORTH
 NJ0581'CONCRETE HEADWALL, 8 FEET WEST OF THE CENTERLINE OF THE TRACK,
 NJ0581'AND 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NJ0581'Z 75 1934.
 NJ0581
 NJ0581                          STATION RECOVERY (2005)
 NJ0581
 NJ0581'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0581'HANDHELD N42 01 02.9 W091 43 05.3, SKY VISIBILITY MARGINAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0384 ***********************************************************************
 MG0384  DESIGNATION -  Z 76
 MG0384  PID         -  MG0384
 MG0384  STATE/COUNTY-  IA/CEDAR
 MG0384  USGS QUAD   -  WEST LIBERTY (1965)
 MG0384
 MG0384                         *CURRENT SURVEY CONTROL
 MG0384  ___________________________________________________________________
 MG0384* NAD 83(1986)-  41 35 52.     (N)    091 16 11.     (W)     SCALED    
 MG0384* NAVD 88     -       213.474  (meters)     700.37   (feet)  ADJUSTED  
 MG0384  ___________________________________________________________________
 MG0384  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 MG0384  DYNAMIC HT  -         213.392 (meters)     700.10  (feet)  COMP
 MG0384  MODELED GRAV-     980,236.2   (mgal)                       NAVD 88
 MG0384
 MG0384  VERT ORDER  -  SECOND    CLASS 0
 MG0384
 MG0384.The horizontal coordinates were scaled from a topographic map and have
 MG0384.an estimated accuracy of +/- 6 seconds.
 MG0384
 MG0384.The orthometric height was determined by differential leveling
 MG0384.and adjusted by the National Geodetic Survey in June 1991..
 MG0384
 MG0384.The geoid height was determined by GEOID03.
 MG0384
 MG0384.The dynamic height is computed by dividing the NAVD 88
 MG0384.geopotential number by the normal gravity value computed on the
 MG0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0384.degrees latitude (g = 980.6199 gals.).
 MG0384
 MG0384.The modeled gravity was interpolated from observed gravity values.
 MG0384
 MG0384;                    North         East    Units  Estimated Accuracy
 MG0384;SPC IA S     -   179,820.      685,910.      MT  (+/- 180 meters Scaled)
 MG0384
 MG0384                          SUPERSEDED SURVEY CONTROL
 MG0384
 MG0384  NGVD 29 (??/??/92)  213.522  (m)          700.53   (f) ADJ UNCH    2 0
 MG0384
 MG0384.Superseded values are not recommended for survey control.
 MG0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0384.See file dsdata.txt to determine how the superseded data were derived.
 MG0384
 MG0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG441065(NAD 83)
 MG0384_MARKER: DB = BENCH MARK DISK
 MG0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0384_STAMPING: Z 76 1934
 MG0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0384+STABILITY: SURFACE MOTION
 MG0384
 MG0384  HISTORY     - Date     Condition        Report By
 MG0384  HISTORY     - 1934     MONUMENTED       CGS
 MG0384  HISTORY     - 1969     GOOD             NGS
 MG0384  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0384  HISTORY     - 20050312 POOR             GEOCAC
 MG0384
 MG0384                          STATION DESCRIPTION
 MG0384
 MG0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0384'1.9 MI NW FROM WEST LIBERTY.
 MG0384'IN CEDAR COUNTY, 1.9 MILES NORTHWEST ALONG THE CHICAGO, ROCK
 MG0384'ISLAND AND PACIFIC RAILWAY FROM THE STATION AT WEST LIBERTY,
 MG0384'MUSCATINE COUNTY, 9 POLES NORTHWEST OF MILEPOST 63, AT A PUBLIC-ROAD
 MG0384'CROSSING, 45 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 35
 MG0384'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTHWEST
 MG0384'OF A POINT 10 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE CORNER,
 MG0384'AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Z 76
 MG0384'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MG0384
 MG0384                          STATION RECOVERY (1969)
 MG0384
 MG0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MG0384'RECOVERED IN GOOD CONDITION.
 MG0384
 MG0384                          STATION RECOVERY (1998)
 MG0384
 MG0384'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0384'MARK NOT FOUND.
 MG0384
 MG0384                          STATION RECOVERY (2005)
 MG0384
 MG0384'RECOVERY NOTE BY GEOCACHING 2005 (GH)
 MG0384'THE RAILROAD IS ABANDONED AND HAS BEEN TORN OUT. THE ROAD IS NOW
 MG0384'CALLED CEDAR COUNTY 100TH ST., WHICH IS THE COUNTY LINE ROAD BETWEEN
 MG0384'CEDAR AND MUSCATINE COUNTIES.
 MG0384' 
 MG0384'THE ROUTE OF THE FORMER RAILROAD RIGHT OF WAY IS STILL OBVIOUS ON THE
 MG0384'NORTH SIDE OF THE ROAD.  THE FORMER CROSSING HAS BEEN REGRADED. THE
 MG0384'POST IS LEANING APPROXIMATELY 30 DEGREES TO THE NW, AND IS CHIPPED
 MG0384'CONSISTENT WITH HAVING BEEN HIT DURING THE REGRADING OF THE RIGHT OF
 MG0384'WAY NEAR THE ROAD CROSSING.
 MG0384' 
 MG0384'HANDHELD COORDINATES - N 41 35 52.4 W 091 16 11.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0404 ***********************************************************************
 MG0404  DESIGNATION -  Z 77
 MG0404  PID         -  MG0404
 MG0404  STATE/COUNTY-  IA/CEDAR
 MG0404  USGS QUAD   -  TIPTON EAST (1953)
 MG0404
 MG0404                         *CURRENT SURVEY CONTROL
 MG0404  ___________________________________________________________________
 MG0404* NAD 83(1986)-  41 45 29.     (N)    091 02 07.     (W)     SCALED    
 MG0404* NAVD 88     -       237.070  (meters)     777.79   (feet)  ADJUSTED  
 MG0404  ___________________________________________________________________
 MG0404  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MG0404  DYNAMIC HT  -         236.982 (meters)     777.50  (feet)  COMP
 MG0404  MODELED GRAV-     980,246.0   (mgal)                       NAVD 88
 MG0404
 MG0404  VERT ORDER  -  SECOND    CLASS 0
 MG0404
 MG0404.The horizontal coordinates were scaled from a topographic map and have
 MG0404.an estimated accuracy of +/- 6 seconds.
 MG0404
 MG0404.The orthometric height was determined by differential leveling
 MG0404.and adjusted by the National Geodetic Survey in June 1991..
 MG0404
 MG0404.The geoid height was determined by GEOID03.
 MG0404
 MG0404.The dynamic height is computed by dividing the NAVD 88
 MG0404.geopotential number by the normal gravity value computed on the
 MG0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0404.degrees latitude (g = 980.6199 gals.).
 MG0404
 MG0404.The modeled gravity was interpolated from observed gravity values.
 MG0404
 MG0404;                    North         East    Units  Estimated Accuracy
 MG0404;SPC IA S     -   198,140.      704,950.      MT  (+/- 180 meters Scaled)
 MG0404
 MG0404                          SUPERSEDED SURVEY CONTROL
 MG0404
 MG0404  NGVD 29 (??/??/92)  237.109  (m)          777.92   (f) ADJ UNCH    2 0
 MG0404
 MG0404.Superseded values are not recommended for survey control.
 MG0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0404.See file dsdata.txt to determine how the superseded data were derived.
 MG0404
 MG0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG633247(NAD 83)
 MG0404_MARKER: DB = BENCH MARK DISK
 MG0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0404_SP_SET: CULVERT
 MG0404_STAMPING: Z 77 1934
 MG0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0404
 MG0404  HISTORY     - Date     Condition        Report By
 MG0404  HISTORY     - 1934     MONUMENTED       CGS
 MG0404  HISTORY     - 19980729 MARK NOT FOUND   USPSQD
 MG0404
 MG0404                          STATION DESCRIPTION
 MG0404
 MG0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0404'4 MI NW FROM BENNETT.
 MG0404'4 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0404'RAILWAY FROM THE PUBLIC SCHOOL AT BENNETT, CEDAR COUNTY,
 MG0404'2-1/2 POLES EAST OF MILEPOST 44, 130 FEET NORTHWEST OF THE
 MG0404'CENTERLINE OF A PUBLIC-ROAD CROSSING, AT A 2-FOOT CAST-IRON
 MG0404'PIPE CULVERT, IN THE NORTHWEST END OF THE NORTHEAST STONE
 MG0404'HEADWALL, 12 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 MG0404'AND 2 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED Z 77
 MG0404'1934.
 MG0404
 MG0404                          STATION RECOVERY (1998)
 MG0404
 MG0404'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0197 ***********************************************************************
 NJ0197  DESIGNATION -  Z 78
 NJ0197  PID         -  NJ0197
 NJ0197  STATE/COUNTY-  IA/JACKSON
 NJ0197  USGS QUAD   -  PRESTON (1980)
 NJ0197
 NJ0197                         *CURRENT SURVEY CONTROL
 NJ0197  ___________________________________________________________________
 NJ0197* NAD 83(1986)-  42 03 07.     (N)    090 23 49.     (W)     SCALED    
 NJ0197* NAVD 88     -       202.050  (meters)     662.89   (feet)  ADJUSTED  
 NJ0197  ___________________________________________________________________
 NJ0197  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 NJ0197  DYNAMIC HT  -         201.979 (meters)     662.66  (feet)  COMP
 NJ0197  MODELED GRAV-     980,265.3   (mgal)                       NAVD 88
 NJ0197
 NJ0197  VERT ORDER  -  SECOND    CLASS 0
 NJ0197
 NJ0197.The horizontal coordinates were scaled from a topographic map and have
 NJ0197.an estimated accuracy of +/- 6 seconds.
 NJ0197
 NJ0197.The orthometric height was determined by differential leveling
 NJ0197.and adjusted by the National Geodetic Survey in June 1991..
 NJ0197
 NJ0197.The geoid height was determined by GEOID03.
 NJ0197
 NJ0197.The dynamic height is computed by dividing the NAVD 88
 NJ0197.geopotential number by the normal gravity value computed on the
 NJ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0197.degrees latitude (g = 980.6199 gals.).
 NJ0197
 NJ0197.The modeled gravity was interpolated from observed gravity values.
 NJ0197
 NJ0197;                    North         East    Units  Estimated Accuracy
 NJ0197;SPC IA N     - 1,066,020.    1,756,820.      MT  (+/- 180 meters Scaled)
 NJ0197
 NJ0197                          SUPERSEDED SURVEY CONTROL
 NJ0197
 NJ0197  NGVD 29 (??/??/92)  202.083  (m)          663.00   (f) ADJ UNCH    2 0
 NJ0197
 NJ0197.Superseded values are not recommended for survey control.
 NJ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0197.See file dsdata.txt to determine how the superseded data were derived.
 NJ0197
 NJ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG154588(NAD 83)
 NJ0197_MARKER: DB = BENCH MARK DISK
 NJ0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0197_SP_SET: BUILDING
 NJ0197_STAMPING: Z 78 1934
 NJ0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0197+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 NJ0197
 NJ0197  HISTORY     - Date     Condition        Report By
 NJ0197  HISTORY     - 1934     MONUMENTED       CGS
 NJ0197  HISTORY     - 19940924 GOOD             USPSQD
 NJ0197  HISTORY     - 20010331 GOOD             NGS
 NJ0197  HISTORY     - 20040609 GOOD             DUCKS
 NJ0197  HISTORY     - 20050515 GOOD             GEOCAC
 NJ0197
 NJ0197                          STATION DESCRIPTION
 NJ0197
 NJ0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0197'AT PRESTON.
 NJ0197'AT PRESTON, JACKSON COUNTY, ON STATE HIGHWAY 64, AT THE FARMERS
 NJ0197'MUTUAL AID ASSOCIATION BUILDING, IN THE BRICK WALL AT THE SOUTHEAST
 NJ0197'CORNER OF THE BUILDING, AND 4 FEET ABOVE THE SIDEWALK.  A STANDARD
 NJ0197'DISK, STAMPED Z 78 1934 AND SET VERTICALLY.
 NJ0197
 NJ0197                          STATION RECOVERY (1994)
 NJ0197
 NJ0197'RECOVERY NOTE BY US POWER SQUADRON 1994
 NJ0197'RECOVERED IN GOOD CONDITION.
 NJ0197
 NJ0197                          STATION RECOVERY (2001)
 NJ0197
 NJ0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0197'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0197
 NJ0197                          STATION RECOVERY (2004)
 NJ0197
 NJ0197'RECOVERY NOTE BY DUCKS UNLIMITED 2004 (GLJ)
 NJ0197'RECOVERED IN GOOD CONDITION.
 NJ0197
 NJ0197                          STATION RECOVERY (2005)
 NJ0197
 NJ0197'RECOVERY NOTE BY GEOCACHING 2005 (BDH)
 NJ0197'AT 12 GILLETTE STREET, IN THE BLOCK WEST OF MAIN STREET, ACROSS FROM
 NJ0197'CITY HALL AND PUBLIC LIBRARY, ON OLDER SECTION OF A BUILDING USED BY
 NJ0197'THE MUNICIPAL UTILITIES DEPARTMENT.  HANDHELD N42 03 02.6 W090 23 39.8
 NJ0197' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0478 ***********************************************************************
 NJ0478  DESIGNATION -  Z 79
 NJ0478  PID         -  NJ0478
 NJ0478  STATE/COUNTY-  IA/JONES
 NJ0478  USGS QUAD   -  WYOMING WEST (1980)
 NJ0478
 NJ0478                         *CURRENT SURVEY CONTROL
 NJ0478  ___________________________________________________________________
 NJ0478* NAD 83(1986)-  42 07 04.     (N)    091 07 23.     (W)     SCALED    
 NJ0478* NAVD 88     -       279.550  (meters)     917.16   (feet)  ADJUSTED  
 NJ0478  ___________________________________________________________________
 NJ0478  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 NJ0478  DYNAMIC HT  -         279.447 (meters)     916.82  (feet)  COMP
 NJ0478  MODELED GRAV-     980,246.4   (mgal)                       NAVD 88
 NJ0478
 NJ0478  VERT ORDER  -  SECOND    CLASS 0
 NJ0478
 NJ0478.The horizontal coordinates were scaled from a topographic map and have
 NJ0478.an estimated accuracy of +/- 6 seconds.
 NJ0478
 NJ0478.The orthometric height was determined by differential leveling
 NJ0478.and adjusted by the National Geodetic Survey in June 1991..
 NJ0478
 NJ0478.The geoid height was determined by GEOID03.
 NJ0478
 NJ0478.The dynamic height is computed by dividing the NAVD 88
 NJ0478.geopotential number by the normal gravity value computed on the
 NJ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0478.degrees latitude (g = 980.6199 gals.).
 NJ0478
 NJ0478.The modeled gravity was interpolated from observed gravity values.
 NJ0478
 NJ0478;                    North         East    Units  Estimated Accuracy
 NJ0478;SPC IA N     - 1,071,380.    1,696,540.      MT  (+/- 180 meters Scaled)
 NJ0478
 NJ0478                          SUPERSEDED SURVEY CONTROL
 NJ0478
 NJ0478  NGVD 29 (??/??/92)  279.571  (m)          917.23   (f) ADJ UNCH    2 0
 NJ0478
 NJ0478.Superseded values are not recommended for survey control.
 NJ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0478.See file dsdata.txt to determine how the superseded data were derived.
 NJ0478
 NJ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG551645(NAD 83)
 NJ0478_MARKER: DB = BENCH MARK DISK
 NJ0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0478_STAMPING: Z 79 1934
 NJ0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0478+STABILITY: SURFACE MOTION
 NJ0478
 NJ0478  HISTORY     - Date     Condition        Report By
 NJ0478  HISTORY     - 1934     MONUMENTED       CGS
 NJ0478  HISTORY     - 1977     MARK NOT FOUND   USGS
 NJ0478  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 NJ0478
 NJ0478                          STATION DESCRIPTION
 NJ0478
 NJ0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0478'2 MI W FROM CENTER JUNCTION.
 NJ0478'2.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NJ0478'FROM THE STATION AT CENTER JUNCTION, JONES COUNTY, 13 POLES
 NJ0478'WEST OF MILEPOST 62, AT 15-FOOT WOODEN TRESTLE 1402, AT A PUBLIC
 NJ0478'ROAD CROSSING, 43 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 NJ0478'21 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A
 NJ0478'POINT ABOUT 3 FEET SOUTH OF A RIGHT-OF-WAY FENCE CORNER, AND
 NJ0478'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED Z 79 1934 AND SET
 NJ0478'IN THE TOP OF A CONCRETE POST.
 NJ0478
 NJ0478                          STATION RECOVERY (1977)
 NJ0478
 NJ0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NJ0478'MARK NOT FOUND.
 NJ0478
 NJ0478                          STATION RECOVERY (1998)
 NJ0478
 NJ0478'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF0238 ***********************************************************************
 LF0238  DESIGNATION -  Z 8
 LF0238  PID         -  LF0238
 LF0238  STATE/COUNTY-  IA/PAGE
 LF0238  USGS QUAD   -  BINGHAM (1981)
 LF0238
 LF0238                         *CURRENT SURVEY CONTROL
 LF0238  ___________________________________________________________________
 LF0238* NAD 83(1986)-  40 44 51.     (N)    095 18 36.     (W)     SCALED    
 LF0238* NAVD 88     -       334.745  (meters)    1098.24   (feet)  ADJUSTED  
 LF0238  ___________________________________________________________________
 LF0238  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LF0238  DYNAMIC HT  -         334.566 (meters)    1097.66  (feet)  COMP
 LF0238  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 LF0238
 LF0238  VERT ORDER  -  FIRST     CLASS II
 LF0238
 LF0238.The horizontal coordinates were scaled from a topographic map and have
 LF0238.an estimated accuracy of +/- 6 seconds.
 LF0238
 LF0238.The orthometric height was determined by differential leveling
 LF0238.and adjusted by the National Geodetic Survey in June 1991..
 LF0238
 LF0238.The geoid height was determined by GEOID03.
 LF0238
 LF0238.The dynamic height is computed by dividing the NAVD 88
 LF0238.geopotential number by the normal gravity value computed on the
 LF0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0238.degrees latitude (g = 980.6199 gals.).
 LF0238
 LF0238.The modeled gravity was interpolated from observed gravity values.
 LF0238
 LF0238;                    North         East    Units  Estimated Accuracy
 LF0238;SPC IA S     -    84,600.      347,150.      MT  (+/- 180 meters Scaled)
 LF0238
 LF0238                          SUPERSEDED SURVEY CONTROL
 LF0238
 LF0238  NGVD 29 (??/??/92)  334.627  (m)         1097.86   (f) ADJ UNCH    1 2
 LF0238
 LF0238.Superseded values are not recommended for survey control.
 LF0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0238.See file dsdata.txt to determine how the superseded data were derived.
 LF0238
 LF0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF049132(NAD 83)
 LF0238_MARKER: DB = BENCH MARK DISK
 LF0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0238_STAMPING: Z 8 1933
 LF0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0238+STABILITY: SURFACE MOTION
 LF0238
 LF0238  HISTORY     - Date     Condition        Report By
 LF0238  HISTORY     - 1933     MONUMENTED       CGS
 LF0238  HISTORY     - 1941     GOOD             NGS
 LF0238  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0238
 LF0238                          STATION DESCRIPTION
 LF0238
 LF0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0238'1.5 MI NW FROM BINGHAM.
 LF0238'1.5 MILES NORTHWEST ALONG THE WABASH RAILWAY FROM BINGHAM, PAGE
 LF0238'COUNTY, 6 POLES NORTHWEST OF MILEPOST ST. L. 359, 50 FEET WEST
 LF0238'OF A ROAD CROSSING, 30 FEET NORTH OF THE TRACK, AND 20 FEET
 LF0238'SOUTH OF A POINT 25 FEET WEST OF A FENCE CORNER.  A STANDARD
 LF0238'DISK, STAMPED Z 8 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LF0238
 LF0238                          STATION RECOVERY (1976)
 LF0238
 LF0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0548 ***********************************************************************
 NJ0548  DESIGNATION -  Z 80
 NJ0548  PID         -  NJ0548
 NJ0548  STATE/COUNTY-  IA/LINN
 NJ0548  USGS QUAD   -  CEDAR RAPIDS NORTH (1994)
 NJ0548
 NJ0548                         *CURRENT SURVEY CONTROL
 NJ0548  ___________________________________________________________________
 NJ0548* NAD 83(1986)-  42 01 42.     (N)    091 44 18.     (W)     SCALED    
 NJ0548* NAVD 88     -       225.270  (meters)     739.07   (feet)  ADJUSTED  
 NJ0548  ___________________________________________________________________
 NJ0548  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 NJ0548  DYNAMIC HT  -         225.190 (meters)     738.81  (feet)  COMP
 NJ0548  MODELED GRAV-     980,261.8   (mgal)                       NAVD 88
 NJ0548
 NJ0548  VERT ORDER  -  SECOND    CLASS 0
 NJ0548
 NJ0548.The horizontal coordinates were scaled from a topographic map and have
 NJ0548.an estimated accuracy of +/- 6 seconds.
 NJ0548
 NJ0548.The orthometric height was determined by differential leveling
 NJ0548.and adjusted by the National Geodetic Survey in June 1991..
 NJ0548
 NJ0548.The geoid height was determined by GEOID03.
 NJ0548
 NJ0548.The dynamic height is computed by dividing the NAVD 88
 NJ0548.geopotential number by the normal gravity value computed on the
 NJ0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0548.degrees latitude (g = 980.6199 gals.).
 NJ0548
 NJ0548.The modeled gravity was interpolated from observed gravity values.
 NJ0548
 NJ0548;                    North         East    Units  Estimated Accuracy
 NJ0548;SPC IA N     - 1,060,210.    1,645,880.      MT  (+/- 180 meters Scaled)
 NJ0548
 NJ0548                          SUPERSEDED SURVEY CONTROL
 NJ0548
 NJ0548  NGVD 29 (??/??/92)  225.294  (m)          739.15   (f) ADJ UNCH    2 0
 NJ0548
 NJ0548.Superseded values are not recommended for survey control.
 NJ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0548.See file dsdata.txt to determine how the superseded data were derived.
 NJ0548
 NJ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXG044536(NAD 83)
 NJ0548_MARKER: DB = BENCH MARK DISK
 NJ0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0548_SP_SET: PIER
 NJ0548_STAMPING: Z 80 1934
 NJ0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0548
 NJ0548  HISTORY     - Date     Condition        Report By
 NJ0548  HISTORY     - 1934     MONUMENTED       CGS
 NJ0548
 NJ0548                          STATION DESCRIPTION
 NJ0548
 NJ0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0548'1.2 MI NW FROM LINN JUNCTION.
 NJ0548'1.2 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 NJ0548'RAILWAY FROM LINN JUNCTION, LINN COUNTY, 225 FEET WEST OF MILEPOST
 NJ0548'103, AT STEEL BRIDGE 1031 OVER CEDAR RIVER, ON THE NORTH END OF
 NJ0548'THE EAST CONCRETE PIER, IN THE SOUTHEAST CORNER OF THE SQUARE,
 NJ0548'7 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 6 FEET LOWER
 NJ0548'THAN THE RAIL.  A STANDARD DISK, STAMPED Z 80 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0056 ***********************************************************************
 NK0056  DESIGNATION -  Z 81
 NK0056  PID         -  NK0056
 NK0056  STATE/COUNTY-  IA/TAMA
 NK0056  USGS QUAD   -  DYSART (1971)
 NK0056
 NK0056                         *CURRENT SURVEY CONTROL
 NK0056  ___________________________________________________________________
 NK0056* NAD 83(1986)-  42 10 21.     (N)    092 19 40.     (W)     SCALED    
 NK0056* NAVD 88     -       286.728  (meters)     940.71   (feet)  ADJUSTED  
 NK0056  ___________________________________________________________________
 NK0056  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 NK0056  DYNAMIC HT  -         286.631 (meters)     940.39  (feet)  COMP
 NK0056  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 NK0056
 NK0056  VERT ORDER  -  SECOND    CLASS 0
 NK0056
 NK0056.The horizontal coordinates were scaled from a topographic map and have
 NK0056.an estimated accuracy of +/- 6 seconds.
 NK0056
 NK0056.The orthometric height was determined by differential leveling
 NK0056.and adjusted by the National Geodetic Survey in June 1991..
 NK0056
 NK0056.The geoid height was determined by GEOID03.
 NK0056
 NK0056.The dynamic height is computed by dividing the NAVD 88
 NK0056.geopotential number by the normal gravity value computed on the
 NK0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NK0056.degrees latitude (g = 980.6199 gals.).
 NK0056
 NK0056.The modeled gravity was interpolated from observed gravity values.
 NK0056
 NK0056;                    North         East    Units  Estimated Accuracy
 NK0056;SPC IA N     - 1,075,370.    1,596,850.      MT  (+/- 180 meters Scaled)
 NK0056
 NK0056                          SUPERSEDED SURVEY CONTROL
 NK0056
 NK0056.No superseded survey control is available for this station.
 NK0056
 NK0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG555691(NAD 83)
 NK0056_MARKER: DB = BENCH MARK DISK
 NK0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NK0056_SP_SET: CULVERT
 NK0056_STAMPING: Z 81 1934
 NK0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NK0056
 NK0056  HISTORY     - Date     Condition        Report By
 NK0056  HISTORY     - 1934     MONUMENTED       CGS
 NK0056  HISTORY     - 1962     GOOD             IAHD
 NK0056
 NK0056                          STATION DESCRIPTION
 NK0056
 NK0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NK0056'1.3 MI W FROM DYSART.
 NK0056'1.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 NK0056'FROM THE DYSART NATIONAL BANK AT DYSART, TAMA COUNTY, 23 1/2
 NK0056'POLES WEST OF MILEPOST 39, IN THE EAST END OF THE SOUTH STONE
 NK0056'HEAD WALL OF A STONE BOX CULVERT, 9 FEET SOUTH OF THE CENTER
 NK0056'LINE OF THE TRACK, AND 0.5 FOOT LOWER THAN THE RAIL.  A STANDARD
 NK0056'DISK, STAMPED Z 81 1934.
 NK0056
 NK0056                          STATION RECOVERY (1962)
 NK0056
 NK0056'RECOVERY NOTE BY IOWA HIGHWAY DEPARTMENT 1962
 NK0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0047 ***********************************************************************
 MH0047  DESIGNATION -  Z 82
 MH0047  PID         -  MH0047
 MH0047  STATE/COUNTY-  IA/BENTON
 MH0047  USGS QUAD   -  BELLE PLAINE (1968)
 MH0047
 MH0047                         *CURRENT SURVEY CONTROL
 MH0047  ___________________________________________________________________
 MH0047* NAD 83(1986)-  41 53 46.     (N)    092 16 42.     (W)     SCALED    
 MH0047* NAVD 88     -       249.345  (meters)     818.06   (feet)  ADJUSTED  
 MH0047  ___________________________________________________________________
 MH0047  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 MH0047  DYNAMIC HT  -         249.255 (meters)     817.76  (feet)  COMP
 MH0047  MODELED GRAV-     980,256.2   (mgal)                       NAVD 88
 MH0047
 MH0047  VERT ORDER  -  SECOND    CLASS 0
 MH0047
 MH0047.The horizontal coordinates were scaled from a topographic map and have
 MH0047.an estimated accuracy of +/- 6 seconds.
 MH0047
 MH0047.The orthometric height was determined by differential leveling
 MH0047.and adjusted by the National Geodetic Survey in June 1991..
 MH0047
 MH0047.The geoid height was determined by GEOID03.
 MH0047
 MH0047.The dynamic height is computed by dividing the NAVD 88
 MH0047.geopotential number by the normal gravity value computed on the
 MH0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0047.degrees latitude (g = 980.6199 gals.).
 MH0047
 MH0047.The modeled gravity was interpolated from observed gravity values.
 MH0047
 MH0047;                    North         East    Units  Estimated Accuracy
 MH0047;SPC IA N     - 1,044,730.    1,601,380.      MT  (+/- 180 meters Scaled)
 MH0047
 MH0047                          SUPERSEDED SURVEY CONTROL
 MH0047
 MH0047  NGVD 29 (??/??/92)  249.344  (m)          818.06   (f) ADJ UNCH    2 0
 MH0047
 MH0047.Superseded values are not recommended for survey control.
 MH0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0047.See file dsdata.txt to determine how the superseded data were derived.
 MH0047
 MH0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG598384(NAD 83)
 MH0047_MARKER: DB = BENCH MARK DISK
 MH0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0047_SP_SET: CONCRETE FOOTING
 MH0047_STAMPING: Z 82 1934
 MH0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0047
 MH0047  HISTORY     - Date     Condition        Report By
 MH0047  HISTORY     - 1934     MONUMENTED       CGS
 MH0047
 MH0047                          STATION DESCRIPTION
 MH0047
 MH0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0047'AT BELLE PLAINE.
 MH0047'AT BELLE PLAINE, BENTON COUNTY, ON THE CHICAGO AND NORTH WESTERN
 MH0047'RAILWAY, AT THE INTERLOCKING SIGNAL ON SEVENTH AVENUE, IN THE
 MH0047'SOUTHWEST CORNER OF THE NORTHEAST CONCRETE FOOTING, AND 30 FEET
 MH0047'WEST OF THE CENTERLINE OF SEVENTH AVENUE.  A STANDARD DISK, STAMPED
 MH0047'Z 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0025 ***********************************************************************
 MH0025  DESIGNATION -  Z 83
 MH0025  PID         -  MH0025
 MH0025  STATE/COUNTY-  IA/BENTON
 MH0025  USGS QUAD   -  BELLE PLAINE (1968)
 MH0025
 MH0025                         *CURRENT SURVEY CONTROL
 MH0025  ___________________________________________________________________
 MH0025* NAD 83(1986)-  41 53 53.     (N)    092 17 40.     (W)     SCALED    
 MH0025* NAVD 88     -       239.212  (meters)     784.81   (feet)  ADJUSTED  
 MH0025  ___________________________________________________________________
 MH0025  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 MH0025  DYNAMIC HT  -         239.126 (meters)     784.53  (feet)  COMP
 MH0025  MODELED GRAV-     980,257.1   (mgal)                       NAVD 88
 MH0025
 MH0025  VERT ORDER  -  SECOND    CLASS 0
 MH0025
 MH0025.The horizontal coordinates were scaled from a topographic map and have
 MH0025.an estimated accuracy of +/- 6 seconds.
 MH0025
 MH0025.The orthometric height was determined by differential leveling
 MH0025.and adjusted by the National Geodetic Survey in June 1991..
 MH0025
 MH0025.The geoid height was determined by GEOID03.
 MH0025
 MH0025.The dynamic height is computed by dividing the NAVD 88
 MH0025.geopotential number by the normal gravity value computed on the
 MH0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0025.degrees latitude (g = 980.6199 gals.).
 MH0025
 MH0025.The modeled gravity was interpolated from observed gravity values.
 MH0025
 MH0025;                    North         East    Units  Estimated Accuracy
 MH0025;SPC IA N     - 1,044,930.    1,600,040.      MT  (+/- 180 meters Scaled)
 MH0025
 MH0025                          SUPERSEDED SURVEY CONTROL
 MH0025
 MH0025  NGVD 29 (??/??/92)  239.214  (m)          784.82   (f) ADJ UNCH    2 0
 MH0025
 MH0025.Superseded values are not recommended for survey control.
 MH0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0025.See file dsdata.txt to determine how the superseded data were derived.
 MH0025
 MH0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG585386(NAD 83)
 MH0025_MARKER: DB = BENCH MARK DISK
 MH0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MH0025_SP_SET: CONCRETE FOOTING
 MH0025_STAMPING: Z 83 1934
 MH0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MH0025
 MH0025  HISTORY     - Date     Condition        Report By
 MH0025  HISTORY     - 1934     MONUMENTED       CGS
 MH0025
 MH0025                          STATION DESCRIPTION
 MH0025
 MH0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0025'1.1 MI W FROM BELLE PLAINE.
 MH0025'1.1 MILES WEST ALONG THE CHICAGO, AND NORTH WESTERN RAILWAY
 MH0025'FROM THE PUBLIC LIBRARY AT BELLE PLAINE, BENTON COUNTY, 3 POLES
 MH0025'EAST OF MILEPOST 118, 200 FEET WEST OF A RAILROAD JUNCTION,
 MH0025'AT THE INTERLOCKING SIGNAL, IN THE SOUTHWEST CORNER OF THE
 MH0025'NORTHWEST CONCRETE FOOTING, 10 FEET NORTH OF THE CENTERLINE
 MH0025'OF THE NORTH TRACK, AND ABOUT LEVEL WITH THE RAIL.  A STANDARD
 MH0025'DISK, STAMPED Z 83 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0035 ***********************************************************************
 MH0035  DESIGNATION -  Z 85
 MH0035  PID         -  MH0035
 MH0035  STATE/COUNTY-  IA/IOWA
 MH0035  USGS QUAD   -  NORTH ENGLISH (1968)
 MH0035
 MH0035                         *CURRENT SURVEY CONTROL
 MH0035  ___________________________________________________________________
 MH0035* NAD 83(1986)-  41 30 49.     (N)    092 04 12.     (W)     SCALED    
 MH0035* NAVD 88     -       236.736  (meters)     776.69   (feet)  ADJUSTED  
 MH0035  ___________________________________________________________________
 MH0035  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 MH0035  DYNAMIC HT  -         236.639 (meters)     776.37  (feet)  COMP
 MH0035  MODELED GRAV-     980,211.5   (mgal)                       NAVD 88
 MH0035
 MH0035  VERT ORDER  -  SECOND    CLASS 0
 MH0035
 MH0035.The horizontal coordinates were scaled from a topographic map and have
 MH0035.an estimated accuracy of +/- 6 seconds.
 MH0035
 MH0035.The orthometric height was determined by differential leveling
 MH0035.and adjusted by the National Geodetic Survey in June 1991..
 MH0035
 MH0035.The geoid height was determined by GEOID03.
 MH0035
 MH0035.The dynamic height is computed by dividing the NAVD 88
 MH0035.geopotential number by the normal gravity value computed on the
 MH0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0035.degrees latitude (g = 980.6199 gals.).
 MH0035
 MH0035.The modeled gravity was interpolated from observed gravity values.
 MH0035
 MH0035;                    North         East    Units  Estimated Accuracy
 MH0035;SPC IA S     -   169,070.      619,370.      MT  (+/- 180 meters Scaled)
 MH0035
 MH0035                          SUPERSEDED SURVEY CONTROL
 MH0035
 MH0035  NGVD 29 (??/??/92)  236.753  (m)          776.75   (f) ADJ UNCH    2 0
 MH0035
 MH0035.Superseded values are not recommended for survey control.
 MH0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0035.See file dsdata.txt to determine how the superseded data were derived.
 MH0035
 MH0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF776961(NAD 83)
 MH0035_MARKER: DB = BENCH MARK DISK
 MH0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0035_SP_SET: BRIDGE
 MH0035_STAMPING: S 85 1934
 MH0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MH0035+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2002
 MH0035
 MH0035  HISTORY     - Date     Condition        Report By
 MH0035  HISTORY     - 1934     MONUMENTED       CGS
 MH0035  HISTORY     - 1982     GOOD             NGS
 MH0035  HISTORY     - 20020308 GOOD             JCLS
 MH0035  HISTORY     - 20020315 GOOD             JCLS
 MH0035
 MH0035                          STATION DESCRIPTION
 MH0035
 MH0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MH0035'0.4 MI E FROM NORTH ENGLISH.
 MH0035'0.4 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MH0035'RAILROAD FROM THE CITY HALL AT NORTH ENGLISH, IOWA COUNTY,
 MH0035'4 POLES NORTHEAST OF MILEPOST 40, 170 FEET WEST OF A PUBLIC
 MH0035'ROAD CROSSING, 80 FEET NORTH OF A 45-FOOT WOODEN TRESTLE, AT A
 MH0035'15-FOOT CONCRETE DECK HIGHWAY BRIDGE, IN THE TOP OF THE SOUTHWEST
 MH0035'END OF THE NORTHEAST CONCRETE WINGWALL, AND ABOUT 1 FOOT LOWER
 MH0035'THAN THE RAIL.  A STANDARD DISK, STAMPED S 85 1934.
 MH0035
 MH0035                          STATION RECOVERY (1982)
 MH0035
 MH0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MH0035'0.56 KM (0.35 MI) EAST ALONG EAST CLARK STREET FROM THE JUNCTION WITH
 MH0035'STATE HIGHWAY 149, IN NORTH ENGLISH, TO A BRIDGE OVER A SMALL STREAM
 MH0035'AND THE MARK ON THE LEFT, 3.35 M (11.0 FT) NORTH FROM THE CENTERLINE
 MH0035'OF THE STREET, CEMENTED INTO A DRILLED HOLE AT THE WEST END OF THE
 MH0035'NORTHEAST WINGWALL OF THE BRIDGE AND AT THE BASE OF THE EAST END OF
 MH0035'THE NORTH GUARD RAILING.
 MH0035
 MH0035                          STATION RECOVERY (2002)
 MH0035
 MH0035'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 MH0035'THIS STATION HAS BEEN RESET.  STAMPING ON DISK IS Z 85 RESET 1987.
 MH0035
 MH0035                          STATION RECOVERY (2002)
 MH0035
 MH0035'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 MH0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0801 ***********************************************************************
 MH0801  DESIGNATION -  Z 86 RESET
 MH0801  PID         -  MH0801
 MH0801  STATE/COUNTY-  IA/WAPELLO
 MH0801  USGS QUAD   -  OTTUMWA NORTH (1976)
 MH0801
 MH0801                         *CURRENT SURVEY CONTROL
 MH0801  ___________________________________________________________________
 MH0801* NAD 83(1986)-  41 05 24.     (N)    092 23 40.     (W)     SCALED    
 MH0801* NAVD 88     -       252.11   (meters)     827.1    (feet)  RESET     
 MH0801  ___________________________________________________________________
 MH0801  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 MH0801
 MH0801  VERT ORDER  -  THIRD
 MH0801
 MH0801.The horizontal coordinates were scaled from a topographic map and have
 MH0801.an estimated accuracy of +/- 6 seconds.
 MH0801
 MH0801.The orthometric height was computed from unverified reset data.
 MH0801
 MH0801.The geoid height was determined by GEOID03.
 MH0801
 MH0801;                    North         East    Units  Estimated Accuracy
 MH0801;SPC IA S     -   121,630.      592,880.      MT  (+/- 180 meters Scaled)
 MH0801
 MH0801                          SUPERSEDED SURVEY CONTROL
 MH0801
 MH0801  NGVD 29 (05/12/04)  252.11   (m)          827.1    (f) RESET       3  
 MH0801
 MH0801.Superseded values are not recommended for survey control.
 MH0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0801.See file dsdata.txt to determine how the superseded data were derived.
 MH0801
 MH0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWF508489(NAD 83)
 MH0801_MARKER: DV = VERTICAL CONTROL DISK
 MH0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MH0801_SP_SET: CONCRETE POST
 MH0801_STAMPING: Z 86 RESET 1975
 MH0801_MARK LOGO: NGS   
 MH0801_MAGNETIC: N = NO MAGNETIC MATERIAL
 MH0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MH0801+STABILITY: SURFACE MOTION
 MH0801
 MH0801  HISTORY     - Date     Condition        Report By
 MH0801  HISTORY     - 1975     MONUMENTED       NGS
 MH0801
 MH0801                          STATION DESCRIPTION
 MH0801
 MH0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 MH0801'FROM THE JUNCTION OF US HIGHWAY 63 AND STATE HIGHWAY 23 IN THE NORTH
 MH0801'END OF THE DESMOINES RIVER BRIDGE IN OTTUMWA, GO NORTHERLY ON HIGHWAY
 MH0801'63 FOR 4.75 MILES (7.64 KM) TO A SIDE ROAD ON THE RIGHT, TURN RIGHT
 MH0801'AND GO EAST ON A GRAVELED ROAD FOR 0.8 MILE (1.3 KM) TO A RAILROAD
 MH0801'CROSSING AND THE BENCH MARK ON THE RIGHT, 33 FEET (10.1 M) SOUTH OF
 MH0801'THE CENTER OF THE ROAD, 26.5 FEET (8.1 M) WEST OF THE WEST RAIL OF
 MH0801'THE RAILROAD TRACK, 1.7 FEET (0.5 M) NORTH OF THE ORIGINAL BENCH MARK
 MH0801'CONCRETE MONUMENT, AND 1.2 FEET (0.4 M) NORTH OF A METAL WITNESS
 MH0801'POST, 1 INCH BELOW THE SURFACE.
 MH0801'NOTE--THE ORIGINAL DISK HAD BEEN SHEARED OFF, TOP OF
 MH0801'ANOTHER DISK THE SAME SIZE WAS PLACED ON TOP OF THE STEM AND CONCRETE
 MH0801'POST AND THE ELEVATION TIE MADE TO THE RESET BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MH0159 ***********************************************************************
 MH0159  DESIGNATION -  Z 87
 MH0159  PID         -  MH0159
 MH0159  STATE/COUNTY-  IA/POWESHIEK
 MH0159  USGS QUAD   -  GRINNELL SOUTH (1979)
 MH0159
 MH0159                         *CURRENT SURVEY CONTROL
 MH0159  ___________________________________________________________________
 MH0159* NAD 83(1986)-  41 44 49.     (N)    092 43 20.     (W)     SCALED    
 MH0159* NAVD 88     -       312.468  (meters)    1025.16   (feet)  ADJUSTED  
 MH0159  ___________________________________________________________________
 MH0159  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 MH0159  DYNAMIC HT  -         312.343 (meters)    1024.75  (feet)  COMP
 MH0159  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 MH0159
 MH0159  VERT ORDER  -  SECOND    CLASS 0
 MH0159
 MH0159.The horizontal coordinates were scaled from a topographic map and have
 MH0159.an estimated accuracy of +/- 6 seconds.
 MH0159
 MH0159.The orthometric height was determined by differential leveling
 MH0159.and adjusted by the National Geodetic Survey in June 1991..
 MH0159
 MH0159.The geoid height was determined by GEOID03.
 MH0159
 MH0159.The dynamic height is computed by dividing the NAVD 88
 MH0159.geopotential number by the normal gravity value computed on the
 MH0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MH0159.degrees latitude (g = 980.6199 gals.).
 MH0159
 MH0159.The modeled gravity was interpolated from observed gravity values.
 MH0159
 MH0159;                    North         East    Units  Estimated Accuracy
 MH0159;SPC IA S     -   194,290.      564,690.      MT  (+/- 180 meters Scaled)
 MH0159
 MH0159                          SUPERSEDED SURVEY CONTROL
 MH0159
 MH0159  NGVD 29 (??/??/92)  312.444  (m)         1025.08   (f) ADJ UNCH    2 0
 MH0159
 MH0159.Superseded values are not recommended for survey control.
 MH0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MH0159.See file dsdata.txt to determine how the superseded data were derived.
 MH0159
 MH0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWG230217(NAD 83)
 MH0159_MARKER: DB = BENCH MARK DISK
 MH0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MH0159_SP_SET: BUILDING
 MH0159_STAMPING: Z 87 1934
 MH0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MH0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MH0159+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2004
 MH0159
 MH0159  HISTORY     - Date     Condition        Report By
 MH0159  HISTORY     - 1934     MONUMENTED       CGS
 MH0159  HISTORY     - 1943     GOOD             NGS
 MH0159  HISTORY     - 1988     GOOD             USPSQD
 MH0159  HISTORY     - 20040926 GOOD             GEOCAC
 MH0159
 MH0159                          STATION DESCRIPTION
 MH0159
 MH0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MH0159'AT GRINNELL.
 MH0159'AT GRINNELL, POWESHIEK COUNTY, AT GRINNELL COLLEGE, AT THE FRONT
 MH0159'ENTRANCE TO THE PHYSICS BUILDING, AND IN THE NORTHEAST CORNER OF THE
 MH0159'LIMESTONE PORCH FLOOR.  A STANDARD DISK, STAMPED Z 87 1934.
 MH0159
 MH0159                          STATION RECOVERY (1988)
 MH0159
 MH0159'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLM)
 MH0159'RECOVERED IN GOOD CONDITION.
 MH0159
 MH0159                          STATION RECOVERY (2004)
 MH0159
 MH0159'RECOVERY NOTE BY GEOCACHING 2004 (BDH)
 MH0159'FOUND IN GOOD CONDITION AT HANDHELD COORDINATES N41 44.814 W092
 MH0159'43.327, SKY MOSTLY OBSTRUCTED. DISK IS BELOW METAL COVER IN NEWER
 MH0159'CONCRETE FLOOR OVER LIMESTONE AT THE NORTHEAST CORNER OF PORCH AT
 MH0159'GOODNOW HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0114 ***********************************************************************
 NL0114  DESIGNATION -  Z 88
 NL0114  PID         -  NL0114
 NL0114  STATE/COUNTY-  IA/GREENE
 NL0114  USGS QUAD   -  GRAND JUNCTION (1982)
 NL0114
 NL0114                         *CURRENT SURVEY CONTROL
 NL0114  ___________________________________________________________________
 NL0114* NAD 83(1986)-  42 01 57.     (N)    094 14 23.     (W)     SCALED    
 NL0114* NAVD 88     -       317.050  (meters)    1040.19   (feet)  ADJUSTED  
 NL0114  ___________________________________________________________________
 NL0114  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 NL0114  DYNAMIC HT  -         316.962 (meters)    1039.90  (feet)  COMP
 NL0114  MODELED GRAV-     980,335.7   (mgal)                       NAVD 88
 NL0114
 NL0114  VERT ORDER  -  SECOND    CLASS 0
 NL0114
 NL0114.The horizontal coordinates were scaled from a topographic map and have
 NL0114.an estimated accuracy of +/- 6 seconds.
 NL0114
 NL0114.The orthometric height was determined by differential leveling
 NL0114.and adjusted by the National Geodetic Survey in June 1991..
 NL0114
 NL0114.The geoid height was determined by GEOID03.
 NL0114
 NL0114.The dynamic height is computed by dividing the NAVD 88
 NL0114.geopotential number by the normal gravity value computed on the
 NL0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0114.degrees latitude (g = 980.6199 gals.).
 NL0114
 NL0114.The modeled gravity was interpolated from observed gravity values.
 NL0114
 NL0114;                    North         East    Units  Estimated Accuracy
 NL0114;SPC IA N     - 1,059,420.    1,438,750.      MT  (+/- 180 meters Scaled)
 NL0114
 NL0114                          SUPERSEDED SURVEY CONTROL
 NL0114
 NL0114  NGVD 29 (??/??/92)  317.03   (m)         1040.1    (f) COMPUTED    2 0
 NL0114
 NL0114.Superseded values are not recommended for survey control.
 NL0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0114.See file dsdata.txt to determine how the superseded data were derived.
 NL0114
 NL0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG973541(NAD 83)
 NL0114_MARKER: DB = BENCH MARK DISK
 NL0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0114_STAMPING: Z 88 1935
 NL0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0114+STABILITY: SURFACE MOTION
 NL0114
 NL0114  HISTORY     - Date     Condition        Report By
 NL0114  HISTORY     - 1935     MONUMENTED       CGS
 NL0114
 NL0114                          STATION DESCRIPTION
 NL0114
 NL0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0114'AT GRAND JUNCTION.
 NL0114'AT GRAND JUNCTION ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NL0114'AT THE MINNEAPOLIS AND ST LOUIS RAILROAD CROSSING.  SET IN POST,
 NL0114'32 FT SOUTH OF CENTERLINE OF THE SOUTH C AND NW TRACKS, 15 FT
 NL0114'WEST OF CENTERLINE OF THE M AND ST L TRACKS AND 3 FT NORTHEAST
 NL0114'OF POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0190 ***********************************************************************
 NL0190  DESIGNATION -  Z 89
 NL0190  PID         -  NL0190
 NL0190  STATE/COUNTY-  IA/CARROLL
 NL0190  USGS QUAD   -  CARROLL EAST (1980)
 NL0190
 NL0190                         *CURRENT SURVEY CONTROL
 NL0190  ___________________________________________________________________
 NL0190* NAD 83(1986)-  42 04 25.     (N)    094 51 49.     (W)     SCALED    
 NL0190* NAVD 88     -       405.215  (meters)    1329.44   (feet)  ADJUSTED  
 NL0190  ___________________________________________________________________
 NL0190  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 NL0190  DYNAMIC HT  -         405.046 (meters)    1328.89  (feet)  COMP
 NL0190  MODELED GRAV-     980,194.1   (mgal)                       NAVD 88
 NL0190
 NL0190  VERT ORDER  -  SECOND    CLASS 0
 NL0190
 NL0190.The horizontal coordinates were scaled from a topographic map and have
 NL0190.an estimated accuracy of +/- 6 seconds.
 NL0190
 NL0190.The orthometric height was determined by differential leveling
 NL0190.and adjusted by the National Geodetic Survey in June 1991..
 NL0190
 NL0190.The geoid height was determined by GEOID03.
 NL0190
 NL0190.The dynamic height is computed by dividing the NAVD 88
 NL0190.geopotential number by the normal gravity value computed on the
 NL0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0190.degrees latitude (g = 980.6199 gals.).
 NL0190
 NL0190.The modeled gravity was interpolated from observed gravity values.
 NL0190
 NL0190;                    North         East    Units  Estimated Accuracy
 NL0190;SPC IA N     - 1,064,630.    1,387,160.      MT  (+/- 180 meters Scaled)
 NL0190
 NL0190                          SUPERSEDED SURVEY CONTROL
 NL0190
 NL0190  NGVD 29 (??/??/92)  405.11   (m)         1329.1    (f) COMPUTED    2 0
 NL0190
 NL0190.Superseded values are not recommended for survey control.
 NL0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0190.See file dsdata.txt to determine how the superseded data were derived.
 NL0190
 NL0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG458596(NAD 83)
 NL0190_MARKER: DB = BENCH MARK DISK
 NL0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0190_SP_SET: CONCRETE FOUNDATION
 NL0190_STAMPING: Z-89 1935
 NL0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0190
 NL0190  HISTORY     - Date     Condition        Report By
 NL0190  HISTORY     - 1935     MONUMENTED       CGS
 NL0190
 NL0190                          STATION DESCRIPTION
 NL0190
 NL0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0190'AT CARROLL.
 NL0190'AT CARROLL AT THE CITY WATER TANK, AT NORTH END OF MAIN STREET.
 NL0190'SET IN CONCRETE FOUNDATION OF TANK, ON WEST SIDE, 2 FT FROM TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0191 ***********************************************************************
 NL0191  DESIGNATION -  Z 89 RESET
 NL0191  PID         -  NL0191
 NL0191  STATE/COUNTY-  IA/CARROLL
 NL0191  USGS QUAD   -  CARROLL EAST (1980)
 NL0191
 NL0191                         *CURRENT SURVEY CONTROL
 NL0191  ___________________________________________________________________
 NL0191* NAD 83(1986)-  42 04 24.     (N)    094 51 49.     (W)     SCALED    
 NL0191* NAVD 88     -       403.67   (meters)    1324.4    (feet)  RESET     
 NL0191  ___________________________________________________________________
 NL0191  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 NL0191
 NL0191  VERT ORDER  -  THIRD
 NL0191
 NL0191.The horizontal coordinates were scaled from a topographic map and have
 NL0191.an estimated accuracy of +/- 6 seconds.
 NL0191
 NL0191.The orthometric height was computed from unverified reset data.
 NL0191.No vertical observational check was made to the station.
 NL0191
 NL0191.The geoid height was determined by GEOID03.
 NL0191
 NL0191;                    North         East    Units  Estimated Accuracy
 NL0191;SPC IA N     - 1,064,590.    1,387,160.      MT  (+/- 180 meters Scaled)
 NL0191
 NL0191                          SUPERSEDED SURVEY CONTROL
 NL0191
 NL0191  NGVD 29 (??/??/??)  403.56   (m)         1324.0    (f) RESET       3  
 NL0191
 NL0191.Superseded values are not recommended for survey control.
 NL0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0191.See file dsdata.txt to determine how the superseded data were derived.
 NL0191
 NL0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG458595(NAD 83)
 NL0191_MARKER: DB = BENCH MARK DISK
 NL0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0191_SP_SET: STONE
 NL0191_STAMPING: Z 89 RESET 1954
 NL0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0191+STABILITY: SURFACE MOTION
 NL0191
 NL0191  HISTORY     - Date     Condition        Report By
 NL0191  HISTORY     - 1954     MONUMENTED       CGS
 NL0191  HISTORY     - 1979     GOOD             NGS
 NL0191
 NL0191                          STATION DESCRIPTION
 NL0191
 NL0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NL0191'AT CARROLL.
 NL0191'AT CARROLL, CARROLL COUNTY, AT THE NORTH END OF COURT STREET, AT
 NL0191'THE CITY WATER TOWER, IN THE TOP OF THE SOUTHWEST CAP STONE, AND
 NL0191'1 FOOT WEST OF THE TOWER LEG.  A STANDARD DISK, STAMPED Z 89
 NL0191'RESET 1954.
 NL0191
 NL0191                          STATION RECOVERY (1979)
 NL0191
 NL0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NL0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0119 ***********************************************************************
 OQ0119  DESIGNATION -  Z 9
 OQ0119  PID         -  OQ0119
 OQ0119  STATE/COUNTY-  IA/SIOUX
 OQ0119  USGS QUAD   -  ROCK VALLEY (1968)
 OQ0119
 OQ0119                         *CURRENT SURVEY CONTROL
 OQ0119  ___________________________________________________________________
 OQ0119* NAD 83(1986)-  43 12 09.     (N)    096 17 43.     (W)     SCALED    
 OQ0119* NAVD 88     -       381.096  (meters)    1250.31   (feet)  ADJUSTED  
 OQ0119  ___________________________________________________________________
 OQ0119  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OQ0119  DYNAMIC HT  -         380.988 (meters)    1249.96  (feet)  COMP
 OQ0119  MODELED GRAV-     980,326.4   (mgal)                       NAVD 88
 OQ0119
 OQ0119  VERT ORDER  -  SECOND    CLASS 0
 OQ0119
 OQ0119.The horizontal coordinates were scaled from a topographic map and have
 OQ0119.an estimated accuracy of +/- 6 seconds.
 OQ0119
 OQ0119.The orthometric height was determined by differential leveling
 OQ0119.and adjusted by the National Geodetic Survey in June 1991..
 OQ0119
 OQ0119.The geoid height was determined by GEOID03.
 OQ0119
 OQ0119.The dynamic height is computed by dividing the NAVD 88
 OQ0119.geopotential number by the normal gravity value computed on the
 OQ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0119.degrees latitude (g = 980.6199 gals.).
 OQ0119
 OQ0119.The modeled gravity was interpolated from observed gravity values.
 OQ0119
 OQ0119;                    North         East    Units  Estimated Accuracy
 OQ0119;SPC IA N     - 1,192,870.    1,272,860.      MT  (+/- 180 meters Scaled)
 OQ0119
 OQ0119                          SUPERSEDED SURVEY CONTROL
 OQ0119
 OQ0119  NGVD 29 (??/??/92)  380.876  (m)         1249.59   (f) ADJ UNCH    2 0
 OQ0119
 OQ0119.Superseded values are not recommended for survey control.
 OQ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0119.See file dsdata.txt to determine how the superseded data were derived.
 OQ0119
 OQ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN197868(NAD 83)
 OQ0119_MARKER: DB = BENCH MARK DISK
 OQ0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0119_STAMPING: Z 9 1934
 OQ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0119+STABILITY: SURFACE MOTION
 OQ0119
 OQ0119  HISTORY     - Date     Condition        Report By
 OQ0119  HISTORY     - 1934     MONUMENTED       CGS
 OQ0119  HISTORY     - 1942     GOOD             NGS
 OQ0119  HISTORY     - 1966     MARK NOT FOUND   USGS
 OQ0119
 OQ0119                          STATION DESCRIPTION
 OQ0119
 OQ0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OQ0119'AT ROCK VALLEY.
 OQ0119'AT ROCK VALLEY, 90.3 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 OQ0119'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 56.5
 OQ0119'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 18, 66.2 FEET SOUTH
 OQ0119'OF THE SOUTH RAIL OF THE MAIN TRACK, 17.7 FEET SOUTH OF THE SOUTH
 OQ0119'RAIL OF A SIDE TRACK, AND 16.9 FEET WEST OF A RIGHT-OF-WAY FENCE
 OQ0119'CORNER.  A STANDARD DISK, STAMPED Z 9 1934 AND SET IN THE TOP OF
 OQ0119'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE
 OQ0119'OLD DEPOT STATION HAS BEEN REMOVED AND A NEW DEPOT HAS BEEN PUT
 OQ0119'IN ON A DIFFERENT LOCATION.
 OQ0119
 OQ0119                          STATION RECOVERY (1966)
 OQ0119
 OQ0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OQ0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0345 ***********************************************************************
 MJ0345  DESIGNATION -  Z 90
 MJ0345  PID         -  MJ0345
 MJ0345  STATE/COUNTY-  IA/CRAWFORD
 MJ0345  USGS QUAD   -  DOW CITY (1971)
 MJ0345
 MJ0345                         *CURRENT SURVEY CONTROL
 MJ0345  ___________________________________________________________________
 MJ0345* NAD 83(1986)-  41 56 48.     (N)    095 27 53.     (W)     SCALED    
 MJ0345* NAVD 88     -       347.324  (meters)    1139.51   (feet)  ADJUSTED  
 MJ0345  ___________________________________________________________________
 MJ0345  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 MJ0345  DYNAMIC HT  -         347.171 (meters)    1139.01  (feet)  COMP
 MJ0345  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 MJ0345
 MJ0345  VERT ORDER  -  SECOND    CLASS 0
 MJ0345
 MJ0345.The horizontal coordinates were scaled from a topographic map and have
 MJ0345.an estimated accuracy of +/- 6 seconds.
 MJ0345
 MJ0345.The orthometric height was determined by differential leveling
 MJ0345.and adjusted by the National Geodetic Survey in June 1991..
 MJ0345
 MJ0345.The geoid height was determined by GEOID03.
 MJ0345
 MJ0345.The dynamic height is computed by dividing the NAVD 88
 MJ0345.geopotential number by the normal gravity value computed on the
 MJ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0345.degrees latitude (g = 980.6199 gals.).
 MJ0345
 MJ0345.The modeled gravity was interpolated from observed gravity values.
 MJ0345
 MJ0345;                    North         East    Units  Estimated Accuracy
 MJ0345;SPC IA N     - 1,051,510.    1,337,100.      MT  (+/- 180 meters Scaled)
 MJ0345
 MJ0345                          SUPERSEDED SURVEY CONTROL
 MJ0345
 MJ0345  NGVD 29 (??/??/92)  347.190  (m)         1139.07   (f) ADJ UNCH    2 0
 MJ0345
 MJ0345.Superseded values are not recommended for survey control.
 MJ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0345.See file dsdata.txt to determine how the superseded data were derived.
 MJ0345
 MJ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTG957467(NAD 83)
 MJ0345_MARKER: DB = BENCH MARK DISK
 MJ0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0345_SP_SET: CULVERT
 MJ0345_STAMPING: Z 90 1935
 MJ0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0345
 MJ0345  HISTORY     - Date     Condition        Report By
 MJ0345  HISTORY     - 1935     MONUMENTED       CGS
 MJ0345
 MJ0345                          STATION DESCRIPTION
 MJ0345
 MJ0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MJ0345'AT ARION.
 MJ0345'AT ARION, CRAWFORD COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 MJ0345'AND PACIFIC RAILROAD, 150 FEET SOUTHWEST OF THE CROSSING OF THE
 MJ0345'CHICAGO AND NORTH WESTERN RAILWAY, AT C. AND N.W.RY. STONE CULVERT
 MJ0345'885, IN THE TOP OF THE NORTHWEST HEADWALL, AND 3 FEET SOUTHWEST
 MJ0345'OF THE NORTHEAST END.  A STANDARD DISK, STAMPED Z 90 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0292 ***********************************************************************
 NL0292  DESIGNATION -  Z 93
 NL0292  PID         -  NL0292
 NL0292  STATE/COUNTY-  IA/SAC
 NL0292  USGS QUAD   -  LAKE VIEW (1980)
 NL0292
 NL0292                         *CURRENT SURVEY CONTROL
 NL0292  ___________________________________________________________________
 NL0292* NAD 83(1986)-  42 16 11.     (N)    095 05 30.     (W)     SCALED    
 NL0292* NAVD 88     -       376.528  (meters)    1235.33   (feet)  ADJUSTED  
 NL0292  ___________________________________________________________________
 NL0292  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 NL0292  DYNAMIC HT  -         376.381 (meters)    1234.84  (feet)  COMP
 NL0292  MODELED GRAV-     980,219.9   (mgal)                       NAVD 88
 NL0292
 NL0292  VERT ORDER  -  SECOND    CLASS 0
 NL0292
 NL0292.The horizontal coordinates were scaled from a topographic map and have
 NL0292.an estimated accuracy of +/- 6 seconds.
 NL0292
 NL0292.The orthometric height was determined by differential leveling
 NL0292.and adjusted by the National Geodetic Survey in June 1991..
 NL0292
 NL0292.The geoid height was determined by GEOID03.
 NL0292
 NL0292.The dynamic height is computed by dividing the NAVD 88
 NL0292.geopotential number by the normal gravity value computed on the
 NL0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0292.degrees latitude (g = 980.6199 gals.).
 NL0292
 NL0292.The modeled gravity was interpolated from observed gravity values.
 NL0292
 NL0292;                    North         East    Units  Estimated Accuracy
 NL0292;SPC IA N     - 1,086,730.    1,368,700.      MT  (+/- 180 meters Scaled)
 NL0292
 NL0292                          SUPERSEDED SURVEY CONTROL
 NL0292
 NL0292  NGVD 29 (??/??/92)  376.415  (m)         1234.95   (f) ADJ UNCH    2 0
 NL0292
 NL0292.Superseded values are not recommended for survey control.
 NL0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0292.See file dsdata.txt to determine how the superseded data were derived.
 NL0292
 NL0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG275818(NAD 83)
 NL0292_MARKER: DB = BENCH MARK DISK
 NL0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NL0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NL0292_STAMPING: Z 93 1935
 NL0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NL0292+STABILITY: SURFACE MOTION
 NL0292
 NL0292  HISTORY     - Date     Condition        Report By
 NL0292  HISTORY     - 1935     MONUMENTED       CGS
 NL0292  HISTORY     - 1943     GOOD             NGS
 NL0292  HISTORY     - 1975     MARK NOT FOUND   NGS
 NL0292
 NL0292                          STATION DESCRIPTION
 NL0292
 NL0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NL0292'AT WALL LAKE.
 NL0292'AT WALL LAKE, SAC COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NL0292'RAILWAY, 5 POLES WEST OF THE STATION, 25 FEET NORTH OF THE
 NL0292'CENTERLINE OF THE ONAWA LINE TRACK, 25 FEET EAST OF THE FREIGHT
 NL0292'HOUSE, 5 FEET SOUTHEAST OF A POLE, AND 1 FOOT HIGHER THAN THE
 NL0292'TRACK.  A STANDARD DISK, STAMPED Z 93 1935 AND SET IN THE TOP
 NL0292'OF A CONCRETE POST.
 NL0292
 NL0292                          STATION RECOVERY (1975)
 NL0292
 NL0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NL0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0306 ***********************************************************************
 MJ0306  DESIGNATION -  Z 95
 MJ0306  PID         -  MJ0306
 MJ0306  STATE/COUNTY-  IA/CRAWFORD
 MJ0306  USGS QUAD   -  DEFIANCE (1971)
 MJ0306
 MJ0306                         *CURRENT SURVEY CONTROL
 MJ0306  ___________________________________________________________________
 MJ0306* NAD 83(1986)-  41 51 59.     (N)    095 17 10.     (W)     SCALED    
 MJ0306* NAVD 88     -       393.490  (meters)    1290.98   (feet)  ADJUSTED  
 MJ0306  ___________________________________________________________________
 MJ0306  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 MJ0306  DYNAMIC HT  -         393.306 (meters)    1290.37  (feet)  COMP
 MJ0306  MODELED GRAV-     980,142.8   (mgal)                       NAVD 88
 MJ0306
 MJ0306  VERT ORDER  -  SECOND    CLASS 0
 MJ0306
 MJ0306.The horizontal coordinates were scaled from a topographic map and have
 MJ0306.an estimated accuracy of +/- 6 seconds.
 MJ0306
 MJ0306.The orthometric height was determined by differential leveling
 MJ0306.and adjusted by the National Geodetic Survey in June 1991..
 MJ0306
 MJ0306.The geoid height was determined by GEOID03.
 MJ0306
 MJ0306.The dynamic height is computed by dividing the NAVD 88
 MJ0306.geopotential number by the normal gravity value computed on the
 MJ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0306.degrees latitude (g = 980.6199 gals.).
 MJ0306
 MJ0306.The modeled gravity was interpolated from observed gravity values.
 MJ0306
 MJ0306;                    North         East    Units  Estimated Accuracy
 MJ0306;SPC IA N     - 1,042,260.    1,351,720.      MT  (+/- 180 meters Scaled)
 MJ0306
 MJ0306                          SUPERSEDED SURVEY CONTROL
 MJ0306
 MJ0306  NGVD 29 (??/??/92)  393.351  (m)         1290.52   (f) ADJ UNCH    2 0
 MJ0306
 MJ0306.Superseded values are not recommended for survey control.
 MJ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0306.See file dsdata.txt to determine how the superseded data were derived.
 MJ0306
 MJ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG102374(NAD 83)
 MJ0306_MARKER: DB = BENCH MARK DISK
 MJ0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0306_STAMPING: 1290.411 Z 95 1935
 MJ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0306+STABILITY: SURFACE MOTION
 MJ0306
 MJ0306  HISTORY     - Date     Condition        Report By
 MJ0306  HISTORY     - 1935     MONUMENTED       CGS
 MJ0306  HISTORY     - 1942     GOOD             NGS
 MJ0306
 MJ0306                          STATION DESCRIPTION
 MJ0306
 MJ0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MJ0306'3.4 MI SW FROM MANILLA.
 MJ0306'3.4 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MJ0306'PACIFIC RAILROAD FROM THE STATION AT MANILLA, CRAWFORD COUNTY,
 MJ0306'7-1/2 POLES WEST OF MILEPOST 426, AT THE CROSSING OF A
 MJ0306'NORTH-AND-SOUTH ROAD, 47 FEET NORTH OF THE CENTERLINE OF THE
 MJ0306'TRACK, 27 FEET WEST OF THE CENTERLINE OF THE ROAD, 7 FEET WEST
 MJ0306'AND 3 FEET SOUTH OF A RIGHT-OF-WAY FENCE CORNER, AND 3 FEET
 MJ0306'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 MJ0306'1290.411 Z 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0441 ***********************************************************************
 MJ0441  DESIGNATION -  Z 98
 MJ0441  PID         -  MJ0441
 MJ0441  STATE/COUNTY-  IA/MONTGOMERY
 MJ0441  USGS QUAD   -  GRISWOLD (1978)
 MJ0441
 MJ0441                         *CURRENT SURVEY CONTROL
 MJ0441  ___________________________________________________________________
 MJ0441* NAD 83(1986)-  41 10 25.     (N)    095 09 39.     (W)     SCALED    
 MJ0441* NAVD 88     -       331.149  (meters)    1086.44   (feet)  ADJUSTED  
 MJ0441  ___________________________________________________________________
 MJ0441  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 MJ0441  DYNAMIC HT  -         331.012 (meters)    1086.00  (feet)  COMP
 MJ0441  MODELED GRAV-     980,202.7   (mgal)                       NAVD 88
 MJ0441
 MJ0441  VERT ORDER  -  SECOND    CLASS 0
 MJ0441
 MJ0441.The horizontal coordinates were scaled from a topographic map and have
 MJ0441.an estimated accuracy of +/- 6 seconds.
 MJ0441
 MJ0441.The orthometric height was determined by differential leveling
 MJ0441.and adjusted by the National Geodetic Survey in June 1991..
 MJ0441
 MJ0441.The geoid height was determined by GEOID03.
 MJ0441
 MJ0441.The dynamic height is computed by dividing the NAVD 88
 MJ0441.geopotential number by the normal gravity value computed on the
 MJ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0441.degrees latitude (g = 980.6199 gals.).
 MJ0441
 MJ0441.The modeled gravity was interpolated from observed gravity values.
 MJ0441
 MJ0441;                    North         East    Units  Estimated Accuracy
 MJ0441;SPC IA S     -   131,660.      360,650.      MT  (+/- 180 meters Scaled)
 MJ0441
 MJ0441                          SUPERSEDED SURVEY CONTROL
 MJ0441
 MJ0441  NGVD 29 (??/??/92)  331.073  (m)         1086.20   (f) ADJ UNCH    2 0
 MJ0441
 MJ0441.Superseded values are not recommended for survey control.
 MJ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0441.See file dsdata.txt to determine how the superseded data were derived.
 MJ0441
 MJ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF187602(NAD 83)
 MJ0441_MARKER: DB = BENCH MARK DISK
 MJ0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0441_STAMPING: Z 98 1935
 MJ0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0441+STABILITY: SURFACE MOTION
 MJ0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0441+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 MJ0441
 MJ0441  HISTORY     - Date     Condition        Report By
 MJ0441  HISTORY     - 1935     MONUMENTED       CGS
 MJ0441  HISTORY     - 1949     GOOD             NGS
 MJ0441  HISTORY     - 20031105 GOOD             JCLS
 MJ0441
 MJ0441                          STATION DESCRIPTION
 MJ0441
 MJ0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0441'1.7 MI N FROM ELLIOTT.
 MJ0441'1.7 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0441'FROM THE STATION AT ELLIOTT, 2 POLES NORTH OF MILEPOST 14, AT
 MJ0441'A ROAD CROSSING, 57 FEET WEST OF THE CENTERLINE OF THE TRACK,
 MJ0441'42 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 12 FEET SOUTH OF
 MJ0441'A POLE, 3 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET
 MJ0441'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Z 98 1935 AND
 MJ0441'SET IN THE TOP OF A CONCRETE POST.
 MJ0441
 MJ0441                          STATION RECOVERY (2003)
 MJ0441
 MJ0441'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 MJ0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0212 ***********************************************************************
 MJ0212  DESIGNATION -  Z 99
 MJ0212  PID         -  MJ0212
 MJ0212  STATE/COUNTY-  IA/AUDUBON
 MJ0212  USGS QUAD   -  AUDUBON (1983)
 MJ0212
 MJ0212                         *CURRENT SURVEY CONTROL
 MJ0212  ___________________________________________________________________
 MJ0212* NAD 83(1986)-  41 38 41.     (N)    094 54 17.     (W)     SCALED    
 MJ0212* NAVD 88     -       379.041  (meters)    1243.57   (feet)  ADJUSTED  
 MJ0212  ___________________________________________________________________
 MJ0212  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 MJ0212  DYNAMIC HT  -         378.898 (meters)    1243.10  (feet)  COMP
 MJ0212  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 MJ0212
 MJ0212  VERT ORDER  -  SECOND    CLASS 0
 MJ0212
 MJ0212.The horizontal coordinates were scaled from a topographic map and have
 MJ0212.an estimated accuracy of +/- 6 seconds.
 MJ0212
 MJ0212.The orthometric height was determined by differential leveling
 MJ0212.and adjusted by the National Geodetic Survey in June 1991..
 MJ0212
 MJ0212.The geoid height was determined by GEOID03.
 MJ0212
 MJ0212.The dynamic height is computed by dividing the NAVD 88
 MJ0212.geopotential number by the normal gravity value computed on the
 MJ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0212.degrees latitude (g = 980.6199 gals.).
 MJ0212
 MJ0212.The modeled gravity was interpolated from observed gravity values.
 MJ0212
 MJ0212;                    North         East    Units  Estimated Accuracy
 MJ0212;SPC IA S     -   183,590.      382,980.      MT  (+/- 180 meters Scaled)
 MJ0212
 MJ0212                          SUPERSEDED SURVEY CONTROL
 MJ0212
 MJ0212  NGVD 29 (??/??/92)  378.969  (m)         1243.33   (f) ADJ UNCH    2 0
 MJ0212
 MJ0212.Superseded values are not recommended for survey control.
 MJ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0212.See file dsdata.txt to determine how the superseded data were derived.
 MJ0212
 MJ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG413120(NAD 83)
 MJ0212_MARKER: DB = BENCH MARK DISK
 MJ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0212_STAMPING: Z 99 1935
 MJ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0212+STABILITY: SURFACE MOTION
 MJ0212
 MJ0212  HISTORY     - Date     Condition        Report By
 MJ0212  HISTORY     - 1935     MONUMENTED       CGS
 MJ0212  HISTORY     - 1956     MARK NOT FOUND   NGS
 MJ0212  HISTORY     - 1982     MARK NOT FOUND   NGS
 MJ0212
 MJ0212                          STATION DESCRIPTION
 MJ0212
 MJ0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MJ0212'1.5 MI S FROM HAMLIN.
 MJ0212'1.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 MJ0212'FROM THE STATION AT HAMLIN, AUDUBON COUNTY, NEAR POLE 459+20, AT AN
 MJ0212'EAST-AND-WEST ROAD CROSSING, 33 FEET EAST OF THE CENTERLINE OF THE
 MJ0212'TRACK, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 7 FEET WEST
 MJ0212'OF THE RIGHT-OF-WAY FENCE LINE, AND ABOUT 18 INCHES LOWER THAN THE
 MJ0212'TRACK.  A STANDARD DISK, STAMPED Z 99 1935 AND SET IN THE TOP OF
 MJ0212'A CONCRETE POST.  NOTE-- THE ROAD HAS PROBABLY BEEN WIDENED AND
 MJ0212'THE BENCH MARK WAS DESTROYED.
 MJ0212
 MJ0212                          STATION RECOVERY (1982)
 MJ0212
 MJ0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MJ0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0872 ***********************************************************************
 ON0872  DESIGNATION -  ZALMONA PRESB CH SPIRE
 ON0872  PID         -  ON0872
 ON0872  STATE/COUNTY-  IA/ALLAMAKEE
 ON0872  USGS QUAD   -  FRANKVILLE (1971)
 ON0872
 ON0872                         *CURRENT SURVEY CONTROL
 ON0872  ___________________________________________________________________
 ON0872* NAD 83(1996)-  43 14 25.35541(N)    091 33 10.13599(W)     ADJUSTED  
 ON0872* NAVD 88     -                                                        
 ON0872  ___________________________________________________________________
 ON0872  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 ON0872  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 ON0872
 ON0872  HORZ ORDER  -  THIRD
 ON0872
 ON0872.The horizontal coordinates were established by classical geodetic methods
 ON0872.and adjusted by the National Geodetic Survey in May 1999..
 ON0872
 ON0872
 ON0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0872
 ON0872.The geoid height was determined by GEOID03.
 ON0872
 ON0872;                    North         East     Units Scale Factor Converg.
 ON0872;SPC IA N     - 1,195,142.569 1,658,140.239   MT  0.99999530   +1 19 10.9
 ON0872;UTM  15      - 4,788,525.423   617,497.544   MT  0.99976983   +0 59 29.5
 ON0872
 ON0872                          SUPERSEDED SURVEY CONTROL
 ON0872
 ON0872  NAD 83(1996)-  43 14 25.35539(N)    091 33 10.13603(W) AD(       ) 4
 ON0872  NAD 83(1986)-  43 14 25.34742(N)    091 33 10.13628(W) AD(       ) 4
 ON0872  NAD 27      -  43 14 25.43100(N)    091 33 09.64800(W) AD(       ) 3
 ON0872
 ON0872.Superseded values are not recommended for survey control.
 ON0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0872.See file dsdata.txt to determine how the superseded data were derived.
 ON0872
 ON0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH1749888525(NAD 83)
 ON0872_MARKER: 90 = CHURCH SPIRE
 ON0872
 ON0872  HISTORY     - Date     Condition        Report By
 ON0872  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0872
 ON0872                          STATION DESCRIPTION
 ON0872
 ON0872'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NK0702 ***********************************************************************
 NK0702  DESIGNATION -  ZEARING WATER TANK
 NK0702  PID         -  NK0702
 NK0702  STATE/COUNTY-  IA/STORY
 NK0702  USGS QUAD   -  ZEARING (1975)
 NK0702
 NK0702                         *CURRENT SURVEY CONTROL
 NK0702  ___________________________________________________________________
 NK0702* NAD 83(1996)-  42 09 53.52917(N)    093 17 48.23541(W)     ADJUSTED  
 NK0702* NAVD 88     -                                                        
 NK0702  ___________________________________________________________________
 NK0702  LAPLACE CORR-         -13.04  (seconds)                    DEFLEC99
 NK0702  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 NK0702
 NK0702  HORZ ORDER  -  THIRD
 NK0702
 NK0702.The horizontal coordinates were established by classical geodetic methods
 NK0702.and adjusted by the National Geodetic Survey in May 1999..
 NK0702
 NK0702
 NK0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 NK0702
 NK0702.The geoid height was determined by GEOID03.
 NK0702
 NK0702;                    North         East     Units Scale Factor Converg.
 NK0702;SPC IA N     - 1,073,871.394 1,516,797.071   MT  0.99998362   +0 08 15.9
 NK0702;UTM  15      - 4,668,124.335   475,488.883   MT  0.99960739   -0 11 57.1
 NK0702
 NK0702                          SUPERSEDED SURVEY CONTROL
 NK0702
 NK0702  NAD 83(1986)-  42 09 53.53344(N)    093 17 48.23400(W) AD(       ) 4
 NK0702  NAD 27      -  42 09 53.58400(N)    093 17 47.49300(W) AD(       ) 3
 NK0702
 NK0702.Superseded values are not recommended for survey control.
 NK0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NK0702.See file dsdata.txt to determine how the superseded data were derived.
 NK0702
 NK0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVG7548968124(NAD 83)
 NK0702_MARKER: 51 = TANK
 NK0702
 NK0702  HISTORY     - Date     Condition        Report By
 NK0702  HISTORY     - 1926     FIRST OBSERVED   CGS
 NK0702  HISTORY     - 1978     GOOD             NGS
 NK0702
 NK0702                          STATION DESCRIPTION
 NK0702
 NK0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NK0702'THE STATION, ZEARING WATER TANK, WAS RECOVERED IN THE SOUTHEAST
 NK0702'QUADRANT OF CLEVELAND AND CENTER STREETS IN ZEARING, 50 YARDS EAST OF
 NK0702'CENTER STREET, 45 FEET SOUTH OF CLEVELAND STREET AND 27 FEET WEST OF
 NK0702'AN ALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0555 ***********************************************************************
 NL0555  DESIGNATION -  ZION EV LUTH CH SPIRE
 NL0555  PID         -  NL0555
 NL0555  STATE/COUNTY-  IA/BUENA VISTA
 NL0555  USGS QUAD   -  STORM LAKE NE (1979)
 NL0555
 NL0555                         *CURRENT SURVEY CONTROL
 NL0555  ___________________________________________________________________
 NL0555* NAD 83(1996)-  42 42 45.75794(N)    095 03 58.99853(W)     ADJUSTED  
 NL0555* NAVD 88     -                                                        
 NL0555  ___________________________________________________________________
 NL0555  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 NL0555  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 NL0555
 NL0555  HORZ ORDER  -  THIRD
 NL0555
 NL0555.The horizontal coordinates were established by classical geodetic methods
 NL0555.and adjusted by the National Geodetic Survey in May 1999..
 NL0555
 NL0555
 NL0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 NL0555
 NL0555.The geoid height was determined by GEOID03.
 NL0555
 NL0555;                    North         East     Units Scale Factor Converg.
 NL0555;SPC IA N     - 1,135,892.478 1,371,696.030   MT  0.99994568   -1 03 41.8
 NL0555;UTM  15      - 4,730,982.874   330,786.522   MT  0.99995228   -1 24 07.2
 NL0555
 NL0555                          SUPERSEDED SURVEY CONTROL
 NL0555
 NL0555  NAD 83(1996)-  42 42 45.75792(N)    095 03 58.99835(W) AD(       ) 4
 NL0555  NAD 83(1986)-  42 42 45.75478(N)    095 03 58.99567(W) AD(       ) 4
 NL0555  NAD 27      -  42 42 45.83000(N)    095 03 58.03000(W) AD(       ) 3
 NL0555
 NL0555.Superseded values are not recommended for survey control.
 NL0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0555.See file dsdata.txt to determine how the superseded data were derived.
 NL0555
 NL0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUH3078730983(NAD 83)
 NL0555_MARKER: 90 = CHURCH SPIRE
 NL0555
 NL0555  HISTORY     - Date     Condition        Report By
 NL0555  HISTORY     - 1940     FIRST OBSERVED   CGS
 NL0555
 NL0555                          STATION DESCRIPTION
 NL0555
 NL0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NL0555'ZION EVANGELICAL LUTHERAN CHURCH SPIRE IS 5 MILES EAST SOUTHEAST
 NL0555'OF TRUESDALE, 4.25 MILES EAST OF U.S. ROUTE NO. 71, AND 1.45
 NL0555'MILES SOUTH OF IOWA STATE ROUTE NO. 221.
 NL0555'
 NL0555'SPIRE IS ON A LARGE WHITE FRAME BUILDING WITH A GRAY CUPOLA,
 NL0555'AND HAS A CROSS ON THE TOP, ABOUT 60 FEET HIGH.  BUILDING
 NL0555'IS 60 FEET SOUTH OF AN EAST-WEST COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0183 ***********************************************************************
 MJ0183  DESIGNATION -  ZOOK
 MJ0183  PID         -  MJ0183
 MJ0183  STATE/COUNTY-  IA/GUTHRIE
 MJ0183  USGS QUAD   -  ADAIR NORTH (1971)
 MJ0183
 MJ0183                         *CURRENT SURVEY CONTROL
 MJ0183  ___________________________________________________________________
 MJ0183* NAD 83(1996)-  41 30 14.55862(N)    094 38 37.94447(W)     ADJUSTED  
 MJ0183* NAVD 88     -       447.911  (meters)    1469.52   (feet)  ADJUSTED  
 MJ0183  ___________________________________________________________________
 MJ0183  LAPLACE CORR-          -6.90  (seconds)                    DEFLEC99
 MJ0183  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 MJ0183  DYNAMIC HT  -         447.748 (meters)    1468.99  (feet)  COMP
 MJ0183  MODELED GRAV-     980,244.2   (mgal)                       NAVD 88
 MJ0183
 MJ0183  HORZ ORDER  -  FIRST
 MJ0183  VERT ORDER  -  FIRST     CLASS II
 MJ0183
 MJ0183.The horizontal coordinates were established by classical geodetic methods
 MJ0183.and adjusted by the National Geodetic Survey in May 1999..
 MJ0183
 MJ0183.The orthometric height was determined by differential leveling
 MJ0183.and adjusted by the National Geodetic Survey in June 1991..
 MJ0183
 MJ0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0183
 MJ0183.The geoid height was determined by GEOID03.
 MJ0183
 MJ0183.The dynamic height is computed by dividing the NAVD 88
 MJ0183.geopotential number by the normal gravity value computed on the
 MJ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0183.degrees latitude (g = 980.6199 gals.).
 MJ0183
 MJ0183.The modeled gravity was interpolated from observed gravity values.
 MJ0183
 MJ0183;                    North         East     Units Scale Factor Converg.
 MJ0183;SPC IA S     -   167,651.922   404,503.240   MT  0.99996234   -0 45 12.5
 MJ0183;UTM  15      - 4,596,017.619   362,803.974   MT  0.99983164   -1 05 22.3
 MJ0183
 MJ0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0183!SPC IA S     -   0.99993411  x   0.99996234  =   0.99989645
 MJ0183!UTM  15      -   0.99993411  x   0.99983164  =   0.99976576
 MJ0183
 MJ0183|---------------------------------------------------------------------|
 MJ0183| PID    Reference Object                     Distance      Geod. Az  |
 MJ0183|                                                           dddmmss.s |
 MJ0183| MJ0184 ZOOK RM 1                            59.576 METERS 04944     |
 MJ0183| MJ0185 ZOOK RM 2                            47.756 METERS 11102     |
 MJ0183| MJ1103 ADAIR WATER TANK                    459.168 METERS 1725633.5 |
 MJ0183| CL8777 ZOOK AZ MK                                         3162411.6 |
 MJ0183|---------------------------------------------------------------------|
 MJ0183
 MJ0183                          SUPERSEDED SURVEY CONTROL
 MJ0183
 MJ0183  NAD 83(1986)-  41 30 14.55129(N)    094 38 37.95898(W) AD(       ) 1
 MJ0183  NAD 27      -  41 30 14.59600(N)    094 38 37.04900(W) AD(       ) 1
 MJ0183  NGVD 29 (07/19/86)  447.86   (m)         1469.4    (f) LEVELING    3  
 MJ0183
 MJ0183.Superseded values are not recommended for survey control.
 MJ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0183.See file dsdata.txt to determine how the superseded data were derived.
 MJ0183
 MJ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF6280496018(NAD 83)
 MJ0183_MARKER: DS = TRIANGULATION STATION DISK
 MJ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0183_STAMPING: ZOOK 1934
 MJ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0183+STABILITY: SURFACE MOTION
 MJ0183
 MJ0183  HISTORY     - Date     Condition        Report By
 MJ0183  HISTORY     - 1934     MONUMENTED       CGS
 MJ0183  HISTORY     - 1950     GOOD             NGS
 MJ0183  HISTORY     - 1951     GOOD             IA-077
 MJ0183  HISTORY     - 1968     GOOD             USGS
 MJ0183  HISTORY     - 1977     GOOD             NGS
 MJ0183
 MJ0183                          STATION DESCRIPTION
 MJ0183
 MJ0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 MJ0183'THIS STATION IS IN THE N EDGE OF THE VILLAGE OF ADAIR.  IN
 MJ0183'THE SE CORNER OF SECTION 33, T 77 N, R 33 W, ON LAND OWNED
 MJ0183'BY DR. A J. ZOOK.  THE MARK IS 22 FEET N OF THE CENTER
 MJ0183'LINE OF AN E-W ALLEY, WHICH IS THE GUTHRIE-ADAIR COUNTY LINE,
 MJ0183'128 FEET W OF THE CENTER LINE OF HIGHWAY 6, WHICH IS THE N-S
 MJ0183'SECTION LINE.  124 FEET N OF THE NE CORNER OF THE ST. JOHNS
 MJ0183'CATHOLIC CHURCH.  118 FEET NNW OF THE NW CORNER OF THE PARISH
 MJ0183'HOUSE.  AND IS SET FLUSH.
 MJ0183'
 MJ0183'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MJ0183'BRONZE DISKS SET IN CONCRETE.
 MJ0183'
 MJ0183'REFERENCE MARK NO. 1 IS NE OF THE STATION.  6 FEET S OF THE
 MJ0183'RANGE OF THE S SIDE OF A HOUSE ON THE E SIDE OF THE ROAD.
 MJ0183'21 FEET E OF THE CENTER LINE OF HIGHWAY 6.  182.58 FEET
 MJ0183'N OF REFERENCE MARK NO. 2 AND IS SET FLUSH.
 MJ0183'
 MJ0183'REFERENCE MARK NO. 2 IS SE OF THE STATION.  18 FEET E OF THE
 MJ0183'CENTER LINE OF HIGHWAY 6.  10 FEET W OF A SMALL BARN.  95
 MJ0183'FEET NE OF THE NE CORNER OF THE PARISH HOUSE.  AND IS SET
 MJ0183'FLUSH.
 MJ0183'
 MJ0183'THE AZIMUTH MARK IS NW OF THE STATION.  1 FOOT N OF THE S
 MJ0183'RIGHT-OF-WAY FENCE OF AN E-W ROAD.  ON THE E SLOPE OF A HILL.
 MJ0183'45 YARDS E OF A T-INTERSECTION, AND PROJECTS 1 INCH.  TO REACH
 MJ0183'FROM THE STATION , GO S 1 BLOCK.  W 1/2 MILE, N 1 MILE AND
 MJ0183'W 1/2 MILE TO THE MARK JUST E OF T-ROAD TO THE N. VISIBLE FROM
 MJ0183'6-FOOT STAND.
 MJ0183'
 MJ0183'ALL LIGHTS COME INTO VIEW AT 110 FEET.
 MJ0183
 MJ0183                          STATION RECOVERY (1950)
 MJ0183
 MJ0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MJ0183'AT ADAIR.
 MJ0183'AT ADAIR, 0.3 MILE NORTH ALONG U.S. HIGHWAY 6 FROM THE CITY WATER
 MJ0183'TOWER, ALONG THE GUTHRIE-ADAIR COUNTY LINE, 195.5 FEET SOUTHWEST OF
 MJ0183'ZOOK R.M. 1, 156.7 FEET NORTHWEST OF ZOOK R.M. 2, 128 FEET WEST
 MJ0183'OF THE CENTER LINE OF THE HIGHWAY, 124 FEET NORTH OF THE NORTHEAST
 MJ0183'CORNER OF ST. JOHNS CATHOLIC CHURCH, 118 FEET NORTHWEST OF THE
 MJ0183'NORTHWEST CORNER OF A HOUSE, 22 FEET NORTH OF THE CENTER LINE OF AN
 MJ0183'EAST AND WEST ALLEY, 54 FEET NORTHEAST OF THE NORTHEAST CORNER
 MJ0183'OF A GARAGE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MJ0183'THE GROUND.
 MJ0183
 MJ0183                          STATION RECOVERY (1951)
 MJ0183
 MJ0183'RECOVERY NOTE BY GUTHRIE COUNTY IOWA 1951 (GHH)
 MJ0183'THE AZIMUTH MARK WAS PLOWED OUT.
 MJ0183'
 MJ0183'REFERENCE MARK DISK STAMPED ZOOK AZIMUTH 1934 RECEIVED AT THIS
 MJ0183'OFFICE 9/17/51.
 MJ0183
 MJ0183                          STATION RECOVERY (1968)
 MJ0183
 MJ0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MJ0183'STATION MARK IS IN A CONCRETED OVER AREA IN A SQUARE HOLE LEFT
 MJ0183'FOR ACCESS TO THE MARK.  IT IS BENEATH AN ELEVATED GRAIN TANK
 MJ0183'AT THE REAR OF A FEED STORE AND COULD NOT BE OCCUPIED.  REFERENCE
 MJ0183'MARK 2 WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 1 AND
 MJ0183'THE AZIMUTH MARK WERE NOT SEARCHED FOR.
 MJ0183'
 MJ0183'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT N. EDGE
 MJ0183'OF VILLAGE OF ADAIR.
 MJ0183
 MJ0183                          STATION RECOVERY (1977)
 MJ0183
 MJ0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MJ0183'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 MJ0183'IN GOOD CONDITION.  THE AZIMUTH MARK WAS REPORTED DESTROYED IN
 MJ0183'1951.  NO PLACE VISIBLE TO SET A NEW AZIMUTH MARK THIS DATE.  THE
 MJ0183'STATION IS NOW UNDER A FEED STORE ELEVATED STORAGE TANK, IN THE
 MJ0183'CONCRETE FLATFORM AREA AND IS IN A 12 INCH BY 12 INCH HOLE
 MJ0183'COVERED BY BOARDS.  WITH ABOUT A 4-FOOT HIGH INSTRUMENT SET UP
 MJ0183'THIS STATION CAN BE USED.
 MJ0183'
 MJ0183'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ADAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0184 ***********************************************************************
 MJ0184  DESIGNATION -  ZOOK RM 1
 MJ0184  PID         -  MJ0184
 MJ0184  STATE/COUNTY-  IA/GUTHRIE
 MJ0184  USGS QUAD   -  ADAIR NORTH (1971)
 MJ0184
 MJ0184                         *CURRENT SURVEY CONTROL
 MJ0184  ___________________________________________________________________
 MJ0184* NAD 83(1986)-  41 30 19.     (N)    094 38 32.     (W)     SCALED    
 MJ0184* NAVD 88     -       446.775  (meters)    1465.79   (feet)  ADJUSTED  
 MJ0184  ___________________________________________________________________
 MJ0184  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 MJ0184  DYNAMIC HT  -         446.612 (meters)    1465.26  (feet)  COMP
 MJ0184  MODELED GRAV-     980,244.2   (mgal)                       NAVD 88
 MJ0184
 MJ0184  VERT ORDER  -  FIRST     CLASS II
 MJ0184
 MJ0184.The horizontal coordinates were scaled from a topographic map and have
 MJ0184.an estimated accuracy of +/- 6 seconds.
 MJ0184
 MJ0184.The orthometric height was determined by differential leveling
 MJ0184.and adjusted by the National Geodetic Survey in June 1991..
 MJ0184
 MJ0184.The geoid height was determined by GEOID03.
 MJ0184
 MJ0184.The dynamic height is computed by dividing the NAVD 88
 MJ0184.geopotential number by the normal gravity value computed on the
 MJ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0184.degrees latitude (g = 980.6199 gals.).
 MJ0184
 MJ0184.The modeled gravity was interpolated from observed gravity values.
 MJ0184
 MJ0184;                    North         East    Units  Estimated Accuracy
 MJ0184;SPC IA S     -   167,790.      404,640.      MT  (+/- 180 meters Scaled)
 MJ0184
 MJ0184                          SUPERSEDED SURVEY CONTROL
 MJ0184
 MJ0184  NGVD 29 (??/??/92)  446.728  (m)         1465.64   (f) ADJ UNCH    1 2
 MJ0184
 MJ0184.Superseded values are not recommended for survey control.
 MJ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0184.See file dsdata.txt to determine how the superseded data were derived.
 MJ0184
 MJ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF629961(NAD 83)
 MJ0184_MARKER: DR = REFERENCE MARK DISK
 MJ0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0184_STAMPING: ZOOK NO 1 1934
 MJ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0184+STABILITY: SURFACE MOTION
 MJ0184
 MJ0184  HISTORY     - Date     Condition        Report By
 MJ0184  HISTORY     - 1934     MONUMENTED       CGS
 MJ0184  HISTORY     - 1950     GOOD             NGS
 MJ0184
 MJ0184                          STATION DESCRIPTION
 MJ0184
 MJ0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0184'AT ADAIR.
 MJ0184'AT ADAIR, 0.3 MILE NORTH ALONG U.S. HIGHWAY 6 FROM THE CITY WATER
 MJ0184'TOWER, AT THE GUTHRIE-ADAIR COUNTY LINE, 195.5 FEET NORTHEAST OF
 MJ0184'TRIANGULATION STATION ZOOK 1934, 182.6 FEET NORTH OF ZOOK R.M. 2,
 MJ0184'21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 34.5 FEET NORTHWEST
 MJ0184'OF THE NORTHWEST CORNER OF A GARAGE, SET IN THE TOP OF A CONCRETE
 MJ0184'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0185 ***********************************************************************
 MJ0185  DESIGNATION -  ZOOK RM 2
 MJ0185  PID         -  MJ0185
 MJ0185  STATE/COUNTY-  IA/GUTHRIE
 MJ0185  USGS QUAD   -  ADAIR NORTH (1971)
 MJ0185
 MJ0185                         *CURRENT SURVEY CONTROL
 MJ0185  ___________________________________________________________________
 MJ0185* NAD 83(1986)-  41 30 13.     (N)    094 38 32.     (W)     SCALED    
 MJ0185* NAVD 88     -       447.717  (meters)    1468.88   (feet)  ADJUSTED  
 MJ0185  ___________________________________________________________________
 MJ0185  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 MJ0185  DYNAMIC HT  -         447.554 (meters)    1468.35  (feet)  COMP
 MJ0185  MODELED GRAV-     980,244.2   (mgal)                       NAVD 88
 MJ0185
 MJ0185  VERT ORDER  -  FIRST     CLASS II
 MJ0185
 MJ0185.The horizontal coordinates were scaled from a topographic map and have
 MJ0185.an estimated accuracy of +/- 6 seconds.
 MJ0185
 MJ0185.The orthometric height was determined by differential leveling
 MJ0185.and adjusted by the National Geodetic Survey in June 1991..
 MJ0185
 MJ0185.The geoid height was determined by GEOID03.
 MJ0185
 MJ0185.The dynamic height is computed by dividing the NAVD 88
 MJ0185.geopotential number by the normal gravity value computed on the
 MJ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0185.degrees latitude (g = 980.6199 gals.).
 MJ0185
 MJ0185.The modeled gravity was interpolated from observed gravity values.
 MJ0185
 MJ0185;                    North         East    Units  Estimated Accuracy
 MJ0185;SPC IA S     -   167,600.      404,640.      MT  (+/- 180 meters Scaled)
 MJ0185
 MJ0185                          SUPERSEDED SURVEY CONTROL
 MJ0185
 MJ0185  NGVD 29 (??/??/92)  447.669  (m)         1468.73   (f) ADJ UNCH    1 2
 MJ0185
 MJ0185.Superseded values are not recommended for survey control.
 MJ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0185.See file dsdata.txt to determine how the superseded data were derived.
 MJ0185
 MJ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF629959(NAD 83)
 MJ0185_MARKER: DR = REFERENCE MARK DISK
 MJ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0185_STAMPING: ZOOK NO 2 1934
 MJ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0185+STABILITY: SURFACE MOTION
 MJ0185
 MJ0185  HISTORY     - Date     Condition        Report By
 MJ0185  HISTORY     - 1934     MONUMENTED       CGS
 MJ0185  HISTORY     - 1950     GOOD             NGS
 MJ0185
 MJ0185                          STATION DESCRIPTION
 MJ0185
 MJ0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0185'AT ADAIR.
 MJ0185'AT ADAIR, 0.3 MILE NORTH ALONG U.S. HIGHWAY 6 FROM THE CITY WATER
 MJ0185'TOWER, AT THE GUTHRIE-ADAIR COUNTY LINE, 182.6 FEET SOUTH OF ZOOK
 MJ0185'R.M. 1, 156.7 FEET SOUTH EAST OF TRIANGULATION STATION ZOOK 1934,
 MJ0185'95 FEET NORTHEAST OF TH E NORTHEAST CORNER OF A HOUSE, 18 FEET
 MJ0185'EAST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET WEST OF THE WEST
 MJ0185'SIDE OF A BARN, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MJ0185'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LE0373 ***********************************************************************
 LE0373  DESIGNATION -  ZZ 117
 LE0373  PID         -  LE0373
 LE0373  STATE/COUNTY-  IA/DECATUR
 LE0373  USGS QUAD   -  LEON (1964)
 LE0373
 LE0373                         *CURRENT SURVEY CONTROL
 LE0373  ___________________________________________________________________
 LE0373* NAD 83(1986)-  40 44 53.     (N)    093 39 56.     (W)     SCALED    
 LE0373* NAVD 88     -       330.408  (meters)    1084.01   (feet)  ADJUSTED  
 LE0373  ___________________________________________________________________
 LE0373  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 LE0373  DYNAMIC HT  -         330.247 (meters)    1083.49  (feet)  COMP
 LE0373  MODELED GRAV-     980,130.3   (mgal)                       NAVD 88
 LE0373
 LE0373  VERT ORDER  -  SECOND    CLASS 0
 LE0373
 LE0373.The horizontal coordinates were scaled from a topographic map and have
 LE0373.an estimated accuracy of +/- 6 seconds.
 LE0373
 LE0373.The orthometric height was determined by differential leveling
 LE0373.and adjusted by the National Geodetic Survey in June 1991..
 LE0373
 LE0373.The geoid height was determined by GEOID03.
 LE0373
 LE0373.The dynamic height is computed by dividing the NAVD 88
 LE0373.geopotential number by the normal gravity value computed on the
 LE0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0373.degrees latitude (g = 980.6199 gals.).
 LE0373
 LE0373.The modeled gravity was interpolated from observed gravity values.
 LE0373
 LE0373;                    North         East    Units  Estimated Accuracy
 LE0373;SPC IA S     -    83,080.      486,020.      MT  (+/- 180 meters Scaled)
 LE0373
 LE0373                          SUPERSEDED SURVEY CONTROL
 LE0373
 LE0373  NGVD 29 (??/??/92)  330.33   (m)         1083.8    (f) COMPUTED    2 0
 LE0373
 LE0373.Superseded values are not recommended for survey control.
 LE0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0373.See file dsdata.txt to determine how the superseded data were derived.
 LE0373
 LE0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVF438110(NAD 83)
 LE0373_MARKER: DB = BENCH MARK DISK
 LE0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0373_STAMPING: ZZ 117 27-59 1935
 LE0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0373+STABILITY: SURFACE MOTION
 LE0373
 LE0373  HISTORY     - Date     Condition        Report By
 LE0373  HISTORY     - 1935     MONUMENTED       CGS
 LE0373
 LE0373                          STATION DESCRIPTION
 LE0373
 LE0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0373'4.4 MI E FROM LEON.
 LE0373'4.4 MILES EAST ALONG STATE HIGHWAY 2 FROM THE EAST JUNCTION
 LE0373'OF U.S. HIGHWAY 69 AT LEON, DECATUR COUNTY, 0.3 MILE EAST OF THE
 LE0373'JUNCTION OF A ROAD LEADING SOUTH, 130 FEET WEST OF THE
 LE0373'FENCE LINE ON A ROAD LEADING SOUTH, AND 2.5 FEET NORTH OF A
 LE0373'SOUTH FENCE.  A STATE SURVEY STANDARD DISK, STAMPED ZZ 117
 LE0373'27-59 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LE0373'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0531 ***********************************************************************
 LD0531  CBN         -  This is a Cooperative Base Network Control Station.
 LD0531  DESIGNATION -  ZZ 125
 LD0531  PID         -  LD0531
 LD0531  STATE/COUNTY-  IA/DES MOINES
 LD0531  USGS QUAD   -  BURLINGTON (1979)
 LD0531
 LD0531                         *CURRENT SURVEY CONTROL
 LD0531  ___________________________________________________________________
 LD0531* NAD 83(1996)-  40 46 49.39165(N)    091 07 02.40616(W)     ADJUSTED  
 LD0531* NAVD 88     -       210.193  (meters)     689.61   (feet)  ADJUSTED  
 LD0531  ___________________________________________________________________
 LD0531  X           -     -94,315.161 (meters)                     COMP
 LD0531  Y           -  -4,835,770.328 (meters)                     COMP
 LD0531  Z           -   4,144,101.971 (meters)                     COMP
 LD0531  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 LD0531  ELLIP HEIGHT-         176.98  (meters)          (06/15/04) GPS OBS
 LD0531  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LD0531  DYNAMIC HT  -         210.095 (meters)     689.29  (feet)  COMP
 LD0531  MODELED GRAV-     980,152.2   (mgal)                       NAVD 88
 LD0531
 LD0531  HORZ ORDER  -  B
 LD0531  VERT ORDER  -  SECOND    CLASS 0
 LD0531  ELLP ORDER  -  FOURTH    CLASS I
 LD0531
 LD0531.The horizontal coordinates were established by GPS observations
 LD0531.and adjusted by the National Geodetic Survey in August 1997..
 LD0531
 LD0531.The orthometric height was determined by differential leveling
 LD0531.and adjusted by the National Geodetic Survey in June 1991..
 LD0531
 LD0531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0531
 LD0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0531
 LD0531.The ellipsoidal height was determined by GPS observations
 LD0531.and is referenced to NAD 83.
 LD0531
 LD0531.The geoid height was determined by GEOID03.
 LD0531
 LD0531.The dynamic height is computed by dividing the NAVD 88
 LD0531.geopotential number by the normal gravity value computed on the
 LD0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0531.degrees latitude (g = 980.6199 gals.).
 LD0531
 LD0531.The modeled gravity was interpolated from observed gravity values.
 LD0531
 LD0531;                    North         East     Units Scale Factor Converg.
 LD0531;SPC IA S     -    89,415.053   701,099.714   MT  0.99997514   +1 34 10.1
 LD0531;UTM  15      - 4,516,083.454   658,863.638   MT  0.99991064   +1 13 47.8
 LD0531
 LD0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0531!SPC IA S     -   0.99997224  x   0.99997514  =   0.99994738
 LD0531!UTM  15      -   0.99997224  x   0.99991064  =   0.99988288
 LD0531
 LD0531                          SUPERSEDED SURVEY CONTROL
 LD0531
 LD0531  ELLIP H (08/25/97)  177.03   (m)                       GP(       ) 4 1
 LD0531  NAVD 88 (08/25/97)  210.19   (m)          689.6    (f) LEVELING    3  
 LD0531  NGVD 29 (??/??/92)  210.253  (m)          689.81   (f) ADJ UNCH    2 0
 LD0531
 LD0531.Superseded values are not recommended for survey control.
 LD0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0531.See file dsdata.txt to determine how the superseded data were derived.
 LD0531
 LD0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF5886416083(NAD 83)
 LD0531_MARKER: DD = SURVEY DISK
 LD0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0531_STAMPING: ZZ 125 1935
 LD0531_MARK LOGO: CGS   
 LD0531_PROJECTION: FLUSH
 LD0531_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0531+STABILITY: SURFACE MOTION
 LD0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0531+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 LD0531
 LD0531  HISTORY     - Date     Condition        Report By
 LD0531  HISTORY     - 1935     MONUMENTED       IAGS
 LD0531  HISTORY     - 1970     GOOD             NGS
 LD0531  HISTORY     - 1979     GOOD             NGS
 LD0531  HISTORY     - 19961022 GOOD             IADT
 LD0531  HISTORY     - 19970625 GOOD             NGS
 LD0531  HISTORY     - 20001226 GOOD             IADT
 LD0531  HISTORY     - 20010529 GOOD             WOOLPT
 LD0531
 LD0531                          STATION DESCRIPTION
 LD0531
 LD0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LD0531'AT BURLINGTON.
 LD0531'ON SUMMER STREET (OLD U.S. HIGHWAY 61) APPROXIMATELY 250 FEET
 LD0531'SOUTH OF THE ENTRANCE TO BURLINGTON MUNICIPAL AIRPORT, 60 FEET
 LD0531'NORTH OF A POLE, 47 FEET NORTH-NORTHEAST OF THE EAST END OF A
 LD0531'CONCRETE CULVERT (4 FT. DIAMETER) AND 32 FEET EAST OF THE CENTER
 LD0531'LINE OF SUMMER STREET.  A STATE SURVEY STANDARD DISK STAMPED ZZ 125
 LD0531'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LD0531
 LD0531                          STATION RECOVERY (1979)
 LD0531
 LD0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LD0531'MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED WITH
 LD0531'THE EXCEPTION HIGHWAY 61 HAS BEEN REROUTED AND THE OLD HIGHWAY IS NOW
 LD0531'SUMMER STREET. A WITNESS POST WAS PLACED 1 FOOT SOUTH OF THE MARK.
 LD0531
 LD0531                          STATION RECOVERY (1996)
 LD0531
 LD0531'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (AAW)
 LD0531'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HWYS 34 AND 61,
 LD0531'TAKE EXIT NO.  261 AND GO SOUTH ON U.S.  HWY 61 FOR 1.0 MI (1.6 KM) TO
 LD0531'AN INTERSECTION WITH WEST AVENUE.  TURN LEFT AND GO EAST ON WEST
 LD0531'AVENUE FOR 1.1 MI (1.8 KM) TO A T-INTERSECTION WITH GARFIELD AVENUE.
 LD0531'TURN RIGHT AND GO SOUTH ON GARFIELD AVENUE FOR 0.7 MI (1.1 KM) TO
 LD0531'BARRETT STREET.  TURN LEFT AND GO EAST ON BARRETT STREET FOR 0.2 MI
 LD0531'(0.3 KM) TO AN INTERSECTION WITH SUMMER STREET.  TURN RIGHT AND GO
 LD0531'SOUTH ON SUMMER STREET 0.8 MI (1.3 KM) TO THE STATION ON THE EAST,
 LD0531'SOUTH OF THE ENTRANCE TO THE AIRPORT.  IT IS 32 FT (9.8 M) EAST OF THE
 LD0531'CENTERLINE OF SUMMER STREET, AND 0.3 M (1.0 FT) WEST OF A PINK STATE
 LD0531'HARN SURVEY SIGN.
 LD0531
 LD0531                          STATION RECOVERY (1997)
 LD0531
 LD0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LD0531'RECOVERED AS DESCRIBED.
 LD0531
 LD0531                          STATION RECOVERY (2000)
 LD0531
 LD0531'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2000 (DB)
 LD0531'MONUMENT WAS FOUND IN GOOD CONDITION BUT IT APPEARED TO BE LOCATED ON
 LD0531'AN ISLAND LIKE THE SOIL HAD BEEN DUG AROUND IT.  THIS MADE IT
 LD0531'DIFFICULT TO SETUP ON IT BUT USABLE.
 LD0531
 LD0531                          STATION RECOVERY (2001)
 LD0531
 LD0531'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (BJM)
 LD0531'RECOVERED AS DESCRIBED.
 LD0531' 
 LD0531'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NL0188 ***********************************************************************
 NL0188  DESIGNATION -  ZZ 89
 NL0188  PID         -  NL0188
 NL0188  STATE/COUNTY-  IA/CARROLL
 NL0188  USGS QUAD   -  CARROLL EAST (1980)
 NL0188
 NL0188                         *CURRENT SURVEY CONTROL
 NL0188  ___________________________________________________________________
 NL0188* NAD 83(1986)-  42 03 27.     (N)    094 51 38.     (W)     SCALED    
 NL0188* NAVD 88     -       392.878  (meters)    1288.97   (feet)  ADJUSTED  
 NL0188  ___________________________________________________________________
 NL0188  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 NL0188  DYNAMIC HT  -         392.715 (meters)    1288.43  (feet)  COMP
 NL0188  MODELED GRAV-     980,196.7   (mgal)                       NAVD 88
 NL0188
 NL0188  VERT ORDER  -  SECOND    CLASS 0
 NL0188
 NL0188.The horizontal coordinates were scaled from a topographic map and have
 NL0188.an estimated accuracy of +/- 6 seconds.
 NL0188
 NL0188.The orthometric height was determined by differential leveling
 NL0188.and adjusted by the National Geodetic Survey in June 1991..
 NL0188
 NL0188.The geoid height was determined by GEOID03.
 NL0188
 NL0188.The dynamic height is computed by dividing the NAVD 88
 NL0188.geopotential number by the normal gravity value computed on the
 NL0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NL0188.degrees latitude (g = 980.6199 gals.).
 NL0188
 NL0188.The modeled gravity was interpolated from observed gravity values.
 NL0188
 NL0188;                    North         East    Units  Estimated Accuracy
 NL0188;SPC IA N     - 1,062,830.    1,387,380.      MT  (+/- 180 meters Scaled)
 NL0188
 NL0188                          SUPERSEDED SURVEY CONTROL
 NL0188
 NL0188  NGVD 29 (??/??/92)  392.773  (m)         1288.62   (f) ADJ UNCH    2 0
 NL0188
 NL0188.Superseded values are not recommended for survey control.
 NL0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NL0188.See file dsdata.txt to determine how the superseded data were derived.
 NL0188
 NL0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUG460578(NAD 83)
 NL0188_MARKER: DB = BENCH MARK DISK
 NL0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NL0188_SP_SET: STEP
 NL0188_STAMPING: ZZ 89 1935
 NL0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NL0188
 NL0188  HISTORY     - Date     Condition        Report By
 NL0188  HISTORY     - 1935     MONUMENTED       CGS
 NL0188  HISTORY     - 1979     GOOD             NGS
 NL0188
 NL0188                          STATION DESCRIPTION
 NL0188
 NL0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NL0188'AT CARROLL.
 NL0188'AT CARROLL, CARROLL COUNTY, AT THE CEMETERY, NEAR THE CENTER OF THE
 NL0188'GROUNDS, AT A STONE MONUMENT, AND IN THE CENTER OF THE TOP OF THE
 NL0188'WEST SIDE OF THE BOTTOM STEP.  A STANDARD DISK, STAMPED ZZ 89 1935.
 NL0188
 NL0188                          STATION RECOVERY (1979)
 NL0188
 NL0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NL0188'MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED. THE
 NL0188'STONE MONUMENT IS A MONUMENT TO CIVIL WAR VETERANS. THE CEMETERY IS
 NL0188'LOCATED IN THE SOUTHWEST ANGLE OF GRANT ROAD AND EAST 1ST STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MJ0440 ***********************************************************************
 MJ0440  DESIGNATION -  ZZ 98
 MJ0440  PID         -  MJ0440
 MJ0440  STATE/COUNTY-  IA/MONTGOMERY
 MJ0440  USGS QUAD   -  GRISWOLD (1978)
 MJ0440
 MJ0440                         *CURRENT SURVEY CONTROL
 MJ0440  ___________________________________________________________________
 MJ0440* NAD 83(1986)-  41 09 44.     (N)    095 09 40.     (W)     SCALED    
 MJ0440* NAVD 88     -       328.794  (meters)    1078.72   (feet)  ADJUSTED  
 MJ0440  ___________________________________________________________________
 MJ0440  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 MJ0440  DYNAMIC HT  -         328.657 (meters)    1078.27  (feet)  COMP
 MJ0440  MODELED GRAV-     980,199.0   (mgal)                       NAVD 88
 MJ0440
 MJ0440  VERT ORDER  -  SECOND    CLASS 0
 MJ0440
 MJ0440.The horizontal coordinates were scaled from a topographic map and have
 MJ0440.an estimated accuracy of +/- 6 seconds.
 MJ0440
 MJ0440.The orthometric height was determined by differential leveling
 MJ0440.and adjusted by the National Geodetic Survey in June 1991..
 MJ0440
 MJ0440.The geoid height was determined by GEOID03.
 MJ0440
 MJ0440.The dynamic height is computed by dividing the NAVD 88
 MJ0440.geopotential number by the normal gravity value computed on the
 MJ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0440.degrees latitude (g = 980.6199 gals.).
 MJ0440
 MJ0440.The modeled gravity was interpolated from observed gravity values.
 MJ0440
 MJ0440;                    North         East    Units  Estimated Accuracy
 MJ0440;SPC IA S     -   130,390.      360,600.      MT  (+/- 180 meters Scaled)
 MJ0440
 MJ0440                          SUPERSEDED SURVEY CONTROL
 MJ0440
 MJ0440  NGVD 29 (??/??/92)  328.718  (m)         1078.47   (f) ADJ UNCH    2 0
 MJ0440
 MJ0440.Superseded values are not recommended for survey control.
 MJ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0440.See file dsdata.txt to determine how the superseded data were derived.
 MJ0440
 MJ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUF186590(NAD 83)
 MJ0440_MARKER: DB = BENCH MARK DISK
 MJ0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0440_SP_SET: CULVERT
 MJ0440_STAMPING: ZZ 98 1949
 MJ0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0440
 MJ0440  HISTORY     - Date     Condition        Report By
 MJ0440  HISTORY     - 1949     MONUMENTED       CGS
 MJ0440
 MJ0440                          STATION DESCRIPTION
 MJ0440
 MJ0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0440'0.9 MI N FROM ELLIOTT.
 MJ0440'0.9 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0440'FROM THE STATION AT ELLIOTT, SET IN THE TOP OF THE EAST END OF A
 MJ0440'ROUND 4.0 FOOT CONCRETE CULVERT, 352 YARDS NORTH OF A PUBLIC
 MJ0440'ROAD CROSSING, 40.0 FEET WEST OF A NORTH-SOUTH RIGHT-OF-WAY
 MJ0440'FENCE, 13.0 FEET EAST OF AND 2.0 FEET BELOW THE EAST RAIL OF
 MJ0440'THE TRACK.

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